














                                  SURVEY CONTROL DATA
                                
                             STATE=PA
                             [OCTOBER  8, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1776 ***********************************************************************
 MA1776  DESIGNATION -  1
 MA1776  PID         -  MA1776
 MA1776  STATE/COUNTY-  PA/ARMSTRONG
 MA1776  USGS QUAD   -  PARKER (1979)
 MA1776
 MA1776                         *CURRENT SURVEY CONTROL
 MA1776  ___________________________________________________________________
 MA1776* NAD 83(1986)-  41 06 07.     (N)    079 40 52.     (W)     SCALED    
 MA1776* NAVD 88     -       267.498  (meters)     877.62   (feet)  ADJUSTED  
 MA1776  ___________________________________________________________________
 MA1776  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MA1776  DYNAMIC HT  -         267.375 (meters)     877.21  (feet)  COMP
 MA1776  MODELED GRAV-     980,158.6   (mgal)                       NAVD 88
 MA1776
 MA1776  VERT ORDER  -  FIRST     CLASS II
 MA1776
 MA1776.The horizontal coordinates were scaled from a topographic map and have
 MA1776.an estimated accuracy of +/- 6 seconds.
 MA1776
 MA1776.The orthometric height was determined by differential leveling
 MA1776.and adjusted by the National Geodetic Survey in June 1991..
 MA1776
 MA1776.The geoid height was determined by GEOID03.
 MA1776
 MA1776.The dynamic height is computed by dividing the NAVD 88
 MA1776.geopotential number by the normal gravity value computed on the
 MA1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1776.degrees latitude (g = 980.6199 gals.).
 MA1776
 MA1776.The modeled gravity was interpolated from observed gravity values.
 MA1776
 MA1776;                    North         East    Units  Estimated Accuracy
 MA1776;SPC PA S     -   198,160.      437,790.      MT  (+/- 180 meters Scaled)
 MA1776
 MA1776                          SUPERSEDED SURVEY CONTROL
 MA1776
 MA1776  NGVD 29 (06/03/92)  267.673  (m)          878.19   (f) ADJUSTED    1 2
 MA1776
 MA1776.Superseded values are not recommended for survey control.
 MA1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1776.See file dsdata.txt to determine how the superseded data were derived.
 MA1776
 MA1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF107509(NAD 83)
 MA1776_MARKER: DD = SURVEY DISK
 MA1776_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MA1776_SP_SET: BRIDGE ABUTMENT
 MA1776_MARK LOGO: PADH  
 MA1776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1776
 MA1776  HISTORY     - Date     Condition        Report By
 MA1776  HISTORY     - UNK      MONUMENTED       PADH
 MA1776  HISTORY     - 1982     GOOD             NGS
 MA1776
 MA1776                          STATION DESCRIPTION
 MA1776
 MA1776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MA1776'IN PARKER.
 MA1776'IN PARKER AT THE BRIDGE OVER THE ALLEGHENY RIVER IN SOUTHWEST ABUTMENT
 MA1776'OF BRIDGE, 29.0 METERS (95.0 FT) EAST OF CENTERLINE OF STATE
 MA1776'HIGHWAY 268, 6.4 METERS (21.0 FT) SOUTH OF CENTERLINE OF STATE
 MA1776'HIGHWAY 368 AND 0.9 METER (2.9 FT) EAST OF WEST END OF THE ABUTMENT.
 MA1776'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0763 ***********************************************************************
 MA0763  DESIGNATION -  1
 MA0763  PID         -  MA0763
 MA0763  STATE/COUNTY-  PA/MCKEAN
 MA0763  USGS QUAD   -  KANE (1977)
 MA0763
 MA0763                         *CURRENT SURVEY CONTROL
 MA0763  ___________________________________________________________________
 MA0763* NAD 83(1986)-  41 39 30.     (N)    078 48 42.     (W)     SCALED    
 MA0763* NAVD 88     -       615.906  (meters)    2020.68   (feet)  ADJUSTED  
 MA0763  ___________________________________________________________________
 MA0763  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 MA0763  DYNAMIC HT  -         615.633 (meters)    2019.79  (feet)  COMP
 MA0763  MODELED GRAV-     980,159.0   (mgal)                       NAVD 88
 MA0763
 MA0763  VERT ORDER  -  SECOND    CLASS 0
 MA0763
 MA0763.The horizontal coordinates were scaled from a topographic map and have
 MA0763.an estimated accuracy of +/- 6 seconds.
 MA0763
 MA0763.The orthometric height was determined by differential leveling
 MA0763.and adjusted by the National Geodetic Survey in June 1991..
 MA0763
 MA0763.The geoid height was determined by GEOID03.
 MA0763
 MA0763.The dynamic height is computed by dividing the NAVD 88
 MA0763.geopotential number by the normal gravity value computed on the
 MA0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0763.degrees latitude (g = 980.6199 gals.).
 MA0763
 MA0763.The modeled gravity was interpolated from observed gravity values.
 MA0763
 MA0763;                    North         East    Units  Estimated Accuracy
 MA0763;SPC PA N     -   166,200.      511,580.      MT  (+/- 180 meters Scaled)
 MA0763
 MA0763                          SUPERSEDED SURVEY CONTROL
 MA0763
 MA0763  NGVD 29 (??/??/92)  616.006  (m)         2021.01   (f) ADJ UNCH    2 0
 MA0763
 MA0763.Superseded values are not recommended for survey control.
 MA0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0763.See file dsdata.txt to determine how the superseded data were derived.
 MA0763
 MA0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG822141(NAD 83)
 MA0763_MARKER: B = BOLT
 MA0763_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0763_SP_SET: DOORSILL
 MA0763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0763
 MA0763  HISTORY     - Date     Condition        Report By
 MA0763  HISTORY     - UNK      MONUMENTED       PRR
 MA0763  HISTORY     - 1935     GOOD             NGS
 MA0763  HISTORY     - 1968     GOOD             NGS
 MA0763  HISTORY     - 20051021 GOOD             USPSQD
 MA0763
 MA0763                          STATION DESCRIPTION
 MA0763
 MA0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA0763'AT KANE.
 MA0763'AT KANE, MC KEAN COUNTY, 12 FEET NORTH OF THE NORTHEAST CORNER
 MA0763'OF THE PENNSYLVANIA RAILROAD STATION, ABOUT 100 FEET NORTH OF THE
 MA0763'CENTER OF THE FRALEY STREET CROSSING (STATE HIGHWAY 68), ABOUT
 MA0763'52 FEET SOUTHWEST OF THE CENTER LINE OF FRALEY STREET, 26 FEET
 MA0763'NORTH OF THE NORTH RAIL, IN THE TOP OF THE EAST END OF THE
 MA0763'STATION DOORSILL BEARING THE LETTERS B M NO. 1, 2 FEET SOUTH
 MA0763'OF THE CENTER OF THE ENTRANCE, AND ABOUT 1 FOOT HIGHER THAN THE
 MA0763'TRACK.  A COPPER BOLT.
 MA0763
 MA0763                          STATION RECOVERY (1968)
 MA0763
 MA0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MA0763'RECOVERED IN GOOD CONDITION.
 MA0763
 MA0763                          STATION RECOVERY (2005)
 MA0763
 MA0763'RECOVERY NOTE BY US POWER SQUADRON 2005 (SG)
 MA0763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0256 ***********************************************************************
 LZ0256  DESIGNATION -  1
 LZ0256  PID         -  LZ0256
 LZ0256  STATE/COUNTY-  PA/NORTHUMBERLAND
 LZ0256  USGS QUAD   -  MILTON (1983)
 LZ0256
 LZ0256                         *CURRENT SURVEY CONTROL
 LZ0256  ___________________________________________________________________
 LZ0256* NAD 83(1986)-  41 00 21.     (N)    076 51 19.     (W)     SCALED    
 LZ0256* NAVD 88     -       143.065  (meters)     469.37   (feet)  ADJUSTED  
 LZ0256  ___________________________________________________________________
 LZ0256  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 LZ0256  DYNAMIC HT  -         143.003 (meters)     469.17  (feet)  COMP
 LZ0256  MODELED GRAV-     980,188.6   (mgal)                       NAVD 88
 LZ0256
 LZ0256  VERT ORDER  -  FIRST     CLASS II
 LZ0256
 LZ0256.The horizontal coordinates were scaled from a topographic map and have
 LZ0256.an estimated accuracy of +/- 6 seconds.
 LZ0256
 LZ0256.The orthometric height was determined by differential leveling
 LZ0256.and adjusted by the National Geodetic Survey in June 1991..
 LZ0256
 LZ0256.The geoid height was determined by GEOID03.
 LZ0256
 LZ0256.The dynamic height is computed by dividing the NAVD 88
 LZ0256.geopotential number by the normal gravity value computed on the
 LZ0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0256.degrees latitude (g = 980.6199 gals.).
 LZ0256
 LZ0256.The modeled gravity was interpolated from observed gravity values.
 LZ0256
 LZ0256;                    North         East    Units  Estimated Accuracy
 LZ0256;SPC PA N     -    93,580.      675,270.      MT  (+/- 180 meters Scaled)
 LZ0256
 LZ0256                          SUPERSEDED SURVEY CONTROL
 LZ0256
 LZ0256  NGVD 29 (??/??/92)  143.29   (m)          470.1    (f) COMPUTED    1 2
 LZ0256
 LZ0256.Superseded values are not recommended for survey control.
 LZ0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0256.See file dsdata.txt to determine how the superseded data were derived.
 LZ0256
 LZ0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL439410(NAD 83)
 LZ0256_MARKER: DD = SURVEY DISK
 LZ0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0256_STAMPING: 1 PRR  1934
 LZ0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0256+STABILITY: SURFACE MOTION
 LZ0256
 LZ0256  HISTORY     - Date     Condition        Report By
 LZ0256  HISTORY     - 1934     MONUMENTED       PRR
 LZ0256  HISTORY     - 1934     GOOD             NGS
 LZ0256
 LZ0256                          STATION DESCRIPTION
 LZ0256
 LZ0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0256'AT MILTON.
 LZ0256'AT MILTON, NORTHCUMBERLAND COUNTY, ON THE PENNSYLVANIA RAILROAD,
 LZ0256'ON THE SHIPPERS CAR LINE, INC. PROPERTY, 85 FEET EAST OF S.H.P.X.
 LZ0256'OFFICE, 40 FEET WEST OF MILEPOST 276, 34 FEET NORTH OF THE CENTER
 LZ0256'LINE OF THE TRACK, AND 15 FEET EAST OF A CROSS ROAD.  A STANDARD
 LZ0256'DISK, STAMPED 1 S.H.P.X. 1934 AND SET IN THE TOP OF A CONCRETE
 LZ0256'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY2942 ***********************************************************************
 KY2942  DESIGNATION -  1
 KY2942  PID         -  KY2942
 KY2942  STATE/COUNTY-  PA/BEAVER
 KY2942  USGS QUAD   -  BEAVER (1979)
 KY2942
 KY2942                         *CURRENT SURVEY CONTROL
 KY2942  ___________________________________________________________________
 KY2942* NAD 83(1986)-  40 39 50.     (N)    080 21 28.     (W)     SCALED    
 KY2942* NAVD 88     -       211.465  (meters)     693.78   (feet)  ADJUSTED  
 KY2942  ___________________________________________________________________
 KY2942  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 KY2942  DYNAMIC HT  -         211.355 (meters)     693.42  (feet)  COMP
 KY2942  MODELED GRAV-     980,100.4   (mgal)                       NAVD 88
 KY2942
 KY2942  VERT ORDER  -  FIRST     CLASS II
 KY2942
 KY2942.The horizontal coordinates were scaled from a topographic map and have
 KY2942.an estimated accuracy of +/- 6 seconds.
 KY2942
 KY2942.The orthometric height was determined by differential leveling
 KY2942.and adjusted by the National Geodetic Survey in June 1991..
 KY2942
 KY2942.The geoid height was determined by GEOID03.
 KY2942
 KY2942.The dynamic height is computed by dividing the NAVD 88
 KY2942.geopotential number by the normal gravity value computed on the
 KY2942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2942.degrees latitude (g = 980.6199 gals.).
 KY2942
 KY2942.The modeled gravity was interpolated from observed gravity values.
 KY2942
 KY2942;                    North         East    Units  Estimated Accuracy
 KY2942;SPC PA S     -   151,000.      379,520.      MT  (+/- 180 meters Scaled)
 KY2942
 KY2942                          SUPERSEDED SURVEY CONTROL
 KY2942
 KY2942.No superseded survey control is available for this station.
 KY2942
 KY2942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF542016(NAD 83)
 KY2942_MARKER: DD = SURVEY DISK
 KY2942_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KY2942_SP_SET: BRIDGE ABUTMENT
 KY2942_STAMPING: 1
 KY2942_MARK LOGO: PADT  
 KY2942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY2942+STABILITY: SURFACE MOTION
 KY2942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY2942+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2006
 KY2942
 KY2942  HISTORY     - Date     Condition        Report By
 KY2942  HISTORY     - UNK      MONUMENTED       PADT
 KY2942  HISTORY     - 1983     GOOD             NGS
 KY2942  HISTORY     - 20051125 GOOD             GEOCAC
 KY2942  HISTORY     - 20060531 GOOD             PADT
 KY2942
 KY2942                          STATION DESCRIPTION
 KY2942
 KY2942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2942'5.3 KM (3.3 MI) SW FROM BEAVER.
 KY2942'5.3 KM (3.3 MI) SOUTHWEST ALONG STATE HIGHWAY 68 FROM THE BEAVER
 KY2942'COUNTY COURTHOUSE IN BEAVER TO THE MARK ON THE LEFT, IN TOP OF THE
 KY2942'SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF THE HIGHWAY BRIDGE OVER
 KY2942'FOURMILE RUN, 6.85 METERS (22.5 FT) SOUTHEAST OF THE CENTERLINE OF THE
 KY2942'HIGHWAY.
 KY2942'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 KY2942
 KY2942                          STATION RECOVERY (2005)
 KY2942
 KY2942'RECOVERY NOTE BY GEOCACHING 2005 (RLM)
 KY2942'RECOVERED IN GOOD CONDITION.
 KY2942
 KY2942                          STATION RECOVERY (2006)
 KY2942
 KY2942'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (JW)
 KY2942'RECOVERED IN GOOD CONDITION, BUT GPS ELEVATION DID NOT CHECK WITH
 KY2942'PUBLISHED ELEVATION.  PENNDOT GPS ELEVATION IS 211.774 METERS (694.80
 KY2942'FT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1978 ***********************************************************************
 KX1978  DESIGNATION -  1
 KX1978  PID         -  KX1978
 KX1978  STATE/COUNTY-  PA/ARMSTRONG
 KX1978  USGS QUAD   -  MOSGROVE (1993)
 KX1978
 KX1978                         *CURRENT SURVEY CONTROL
 KX1978  ___________________________________________________________________
 KX1978* NAD 83(1992)-  40 46 17.31110(N)    079 24 48.42781(W)     ADJUSTED  
 KX1978* NAVD 88     -       487.     (meters)    1598.     (feet)  SCALED    
 KX1978  ___________________________________________________________________
 KX1978  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 KX1978  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KX1978
 KX1978  HORZ ORDER  -  SECOND
 KX1978
 KX1978.The horizontal coordinates were established by classical geodetic methods
 KX1978.and adjusted by the National Geodetic Survey in June 2002..
 KX1978
 KX1978.The orthometric height was scaled from a topographic map.
 KX1978
 KX1978.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1978
 KX1978.The geoid height was determined by GEOID03.
 KX1978
 KX1978;                    North         East     Units Scale Factor Converg.
 KX1978;SPC PA S     -   161,009.129   459,574.669   MT  0.99997514   -1 04 45.3
 KX1978;SPC PA S     -   528,244.12  1,507,787.89   sFT  0.99997514   -1 04 45.3
 KX1978;UTM  17      - 4,514,599.928   633,893.444   MT  0.99982066   +1 02 10.5
 KX1978
 KX1978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX1978!SPC PA S     -   0.99992885  x   0.99997514  =   0.99990399
 KX1978!UTM  17      -   0.99992885  x   0.99982066  =   0.99974952
 KX1978
 KX1978                          SUPERSEDED SURVEY CONTROL
 KX1978
 KX1978  NAD 83(1986)-  40 46 17.31450(N)    079 24 48.43346(W) AD(       ) 2
 KX1978  NAD 27      -  40 46 17.08050(N)    079 24 49.28790(W) AD(       ) 2
 KX1978
 KX1978.Superseded values are not recommended for survey control.
 KX1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1978.See file dsdata.txt to determine how the superseded data were derived.
 KX1978
 KX1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF3389314600(NAD 83)
 KX1978_MARKER: Z = SEE DESCRIPTION
 KX1978_SETTING: 0 = UNSPECIFIED SETTING
 KX1978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1978
 KX1978  HISTORY     - Date     Condition        Report By
 KX1978  HISTORY     - 1958     MONUMENTED       USGS
 KX1978
 KX1978                          STATION DESCRIPTION
 KX1978
 KX1978'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 KX1978'THE STATION IS ABOUT 6.0 MILES EAST-SOUTHEAST OF KITTANNING AND 1/2
 KX1978'MILE NORTH OF U.S. HIGHWAY 422, ON THE HIGHEST PART OF A HILL
 KX1978'KNOWN LOCALLY AS BLANKET HILL, AND IS ON PROPERTY OWNED BY MR. JOSEPH
 KX1978'BAIR.
 KX1978'
 KX1978'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 66 AND U.S.
 KX1978'HIGHWAY 422, IN KITTANNING, GO SOUTHEASTERLY ON HIGHWAYS 66
 KX1978'AND 422 FOR 0.6 MILE TO A SIDE ROAD LEFT WHERE HIGHWAY 66 GOES
 KX1978'STRAIGHT AHEAD AND HIGHWAY 422 TURNS LEFT. TURN LEFT ON
 KX1978'HIGHWAY 422 AND GO 6.35 MILES TO A SIDE ROAD ON THE LEFT WHICH IS
 KX1978'ABOUT 100 FEET BEFORE REACHING CREST OF HILL. TURN
 KX1978'LEFT, GO NORTHERLY FOR 0.1 MILE TO A RACE TRACK. BEAR RIGHT AROUND
 KX1978'THE RACE TRACK AND GO 0.3 MILE TO THE NORTHWEST SIDE OF TRACK.
 KX1978'LEAVE RACE TRACK AND GO NORTH, UP HILL, FOR 0.25 MILE TO HIGHEST PART
 KX1978'OF HILL AND STATION BLANKET.
 KX1978'
 KX1978'BLANKET REFERENCE MARK NO. 3 IS A U.S. GEOLOGICAL SURVEY MARK. IT IS A
 KX1978'CROSS ON A 1-INCH IRON PIN, STAMPED 1, SET IN A 4 X 6 INCH
 KX1978'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 18 FEET WEST OF A
 KX1978'STANDARD WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1825 ***********************************************************************
 KV1825  DESIGNATION -  1 A PADH
 KV1825  PID         -  KV1825
 KV1825  STATE/COUNTY-  PA/PHILADELPHIA
 KV1825  USGS QUAD   -  GERMANTOWN (1997)
 KV1825
 KV1825                         *CURRENT SURVEY CONTROL
 KV1825  ___________________________________________________________________
 KV1825* NAD 83(1986)-  40 00 34.     (N)    075 11 10.     (W)     SCALED    
 KV1825* NAVD 88     -        36.311  (meters)     119.13   (feet)  ADJUSTED  
 KV1825  ___________________________________________________________________
 KV1825  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KV1825  DYNAMIC HT  -          36.295 (meters)     119.08  (feet)  COMP
 KV1825  MODELED GRAV-     980,169.7   (mgal)                       NAVD 88
 KV1825
 KV1825  VERT ORDER  -  FIRST     CLASS I
 KV1825
 KV1825.The horizontal coordinates were scaled from a topographic map and have
 KV1825.an estimated accuracy of +/- 6 seconds.
 KV1825
 KV1825.The orthometric height was determined by differential leveling
 KV1825.and adjusted by the National Geodetic Survey in June 1991..
 KV1825
 KV1825.The geoid height was determined by GEOID03.
 KV1825
 KV1825.The dynamic height is computed by dividing the NAVD 88
 KV1825.geopotential number by the normal gravity value computed on the
 KV1825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1825.degrees latitude (g = 980.6199 gals.).
 KV1825
 KV1825.The modeled gravity was interpolated from observed gravity values.
 KV1825
 KV1825;                    North         East    Units  Estimated Accuracy
 KV1825;SPC PA S     -    78,250.      818,880.      MT  (+/- 180 meters Scaled)
 KV1825
 KV1825                          SUPERSEDED SURVEY CONTROL
 KV1825
 KV1825  NGVD 29 (01/10/92)   36.637  (m)          120.20   (f) ADJUSTED    1 1
 KV1825
 KV1825.Superseded values are not recommended for survey control.
 KV1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1825.See file dsdata.txt to determine how the superseded data were derived.
 KV1825
 KV1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK841288(NAD 83)
 KV1825_MARKER: DD = SURVEY DISK
 KV1825_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1825_SP_SET: ABUTMENT
 KV1825_STAMPING: 1 A
 KV1825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1825
 KV1825  HISTORY     - Date     Condition        Report By
 KV1825  HISTORY     - UNK      MONUMENTED       PADH
 KV1825  HISTORY     - 1966     GOOD             CGS
 KV1825  HISTORY     - 1974     GOOD             NGS
 KV1825
 KV1825                          STATION DESCRIPTION
 KV1825
 KV1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV1825'0.4 MI SE FROM EAST FALLS.
 KV1825'0.35 MILE SOUTHEAST ALONG THE READING COMPANY RAILROAD FROM
 KV1825'THE STATION AT EAST FALLS, OR ABOUT 1.9 MILES NORTHWEST ALONG
 KV1825'THE READING COMPANY RAILROAD FROM THE OVERHEAD CROSSING OF THE
 KV1825'PENNSYLVANIA RAILROAD NEAR THE PENNSYLVANIA RAILROAD NORTH
 KV1825'PHILADELPHIA STATION, SET IN THE TOP OF THE EAST END OF THE
 KV1825'SOUTHEAST ABUTMENT OF THE U.S. HIGHWAY 1 NORTH UNDERPASS, 6
 KV1825'RAILS NORTHWEST OF A CROSSING OF THE RAILROAD AND SCOTT LANE,
 KV1825'7.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 KV1825'TRACK, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 KV1825
 KV1825                          STATION RECOVERY (1974)
 KV1825
 KV1825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV1825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0376 ***********************************************************************
 KY0376  DESIGNATION -  1 ATA
 KY0376  PID         -  KY0376
 KY0376  STATE/COUNTY-  PA/WASHINGTON
 KY0376  USGS QUAD   -  CANONSBURG (1979)
 KY0376
 KY0376                         *CURRENT SURVEY CONTROL
 KY0376  ___________________________________________________________________
 KY0376* NAD 83(1992)-  40 22 02.57485(N)    080 14 05.12207(W)     ADJUSTED  
 KY0376* NAVD 88     -       298.390  (meters)     978.97   (feet)  ADJUSTED  
 KY0376  ___________________________________________________________________
 KY0376  X           -     825,430.252 (meters)                     COMP
 KY0376  Y           -  -4,796,075.480 (meters)                     COMP
 KY0376  Z           -   4,109,322.177 (meters)                     COMP
 KY0376  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 KY0376  ELLIP HEIGHT-         264.51  (meters)          (06/21/02) GPS OBS
 KY0376  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KY0376  DYNAMIC HT  -         298.230 (meters)     978.44  (feet)  COMP
 KY0376  MODELED GRAV-     980,082.2   (mgal)                       NAVD 88
 KY0376
 KY0376  HORZ ORDER  -  THIRD
 KY0376  VERT ORDER  -  SECOND    CLASS 0
 KY0376  ELLP ORDER  -  FOURTH    CLASS I
 KY0376
 KY0376.The horizontal coordinates were established by GPS observations
 KY0376.and adjusted by the National Geodetic Survey in June 2002..
 KY0376
 KY0376.The orthometric height was determined by differential leveling
 KY0376.and adjusted by the National Geodetic Survey in June 1991..
 KY0376
 KY0376.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY0376
 KY0376.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY0376
 KY0376.The ellipsoidal height was determined by GPS observations
 KY0376.and is referenced to NAD 83.
 KY0376
 KY0376.The geoid height was determined by GEOID03.
 KY0376
 KY0376.The dynamic height is computed by dividing the NAVD 88
 KY0376.geopotential number by the normal gravity value computed on the
 KY0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0376.degrees latitude (g = 980.6199 gals.).
 KY0376
 KY0376.The modeled gravity was interpolated from observed gravity values.
 KY0376
 KY0376;                    North         East     Units Scale Factor Converg.
 KY0376;SPC PA S     -   117,784.036   388,994.748   MT  0.99996055   -1 36 43.5
 KY0376;SPC PA S     -   386,429.79  1,276,226.94   sFT  0.99996055   -1 36 43.5
 KY0376;UTM  17      - 4,468,815.334   564,969.892   MT  0.99965196   +0 29 44.4
 KY0376
 KY0376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY0376!SPC PA S     -   0.99995851  x   0.99996055  =   0.99991906
 KY0376!UTM  17      -   0.99995851  x   0.99965196  =   0.99961048
 KY0376
 KY0376                          SUPERSEDED SURVEY CONTROL
 KY0376
 KY0376  NAD 83(1995)-  40 22 02.57439(N)    080 14 05.11948(W) AD(       ) 3
 KY0376  ELLIP H (01/27/92)  264.78   (m)                       GP(       ) 4 1
 KY0376  NAD 83(1986)-  40 22 02.58322(N)    080 14 05.11712(W) AD(       ) 3
 KY0376  NGVD 29 (??/??/92)  298.526  (m)          979.41   (f) ADJ UNCH    2 0
 KY0376
 KY0376.Superseded values are not recommended for survey control.
 KY0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0376.See file dsdata.txt to determine how the superseded data were derived.
 KY0376
 KY0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE6497068815(NAD 83)
 KY0376_MARKER: DD = SURVEY DISK
 KY0376_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KY0376_SP_SET: BRIDGE ABUTMENT
 KY0376_STAMPING: 1 ATA 1950
 KY0376_MARK LOGO: USGS  
 KY0376_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0376_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KY0376+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2005
 KY0376
 KY0376  HISTORY     - Date     Condition        Report By
 KY0376  HISTORY     - 1950     MONUMENTED       USGS
 KY0376  HISTORY     - 1957     GOOD             NGS
 KY0376  HISTORY     - 19880912 GOOD             NGS
 KY0376  HISTORY     - 19950424 GOOD             LOCENG
 KY0376  HISTORY     - 20050523 GOOD             BAKER
 KY0376
 KY0376                          STATION DESCRIPTION
 KY0376
 KY0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0376'AT MC DONALD.
 KY0376'AT MC DONALD, ALONG THE PENNSYLVANIA RAILROAD, 0.3 MILE SOUTHWEST
 KY0376'OF MILE POST 18, AT CROSSING OF MC DONALD STREET (NORTH-SOUTH),
 KY0376'19 1/2 FEET NORTHWEST OF NORTHWEST RAIL OF NORTHWEST TRACK, 38
 KY0376'FEET EAST OF CENTER LINE OF MC DONALD STREET, IN THE TOP OF THE
 KY0376'NORTHEAST END OF CONCRETE RETAINING WALL OF SOUTH ABUTMENT OF
 KY0376'A BRIDGE UNDER MC DONALD STREET OVER ROBINSON RUN, ACROSS TRACK
 KY0376'FROM THE RAILROAD STATION AND ABOUT 2 FEET BELOW LEVEL OF TRACK.
 KY0376
 KY0376                          STATION RECOVERY (1988)
 KY0376
 KY0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KY0376'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 KY0376'FOLLOWS.
 KY0376'THE STATION IS LOCATED ABOUT 13.0 KM (8.10 MI) NORTH OF CANONSBURG,
 KY0376'6.5 KM (4.05 MI) NORTHWEST OF CUDDY, AND 0.5 KM (0.30 MI) SOUTH OF
 KY0376'MCDONALD.
 KY0376'OWNERSHIP--CITY OF MCDONALD.
 KY0376'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND STATE
 KY0376'HIGHWAY 980, MCDONALD STREET, IN MCDONALD, GO SOUTH ON HIGHWAY 980 FOR
 KY0376'0.2 KM (0.10 MI) TO THE STATION ON THE LEFT, JUST BEFORE REACHING A
 KY0376'RAILROAD CROSSING AND IN THE EAST END OF THE SOUTH ABUTMENT OF A
 KY0376'BRIDGE SPANNING ROBINSON RUN CREEK.
 KY0376'THE STATION IS A STANDARD USGS DISK SET IN THE TOP OF A CONCRETE
 KY0376'ABUTMENT THAT IS FLUSH WITH THE GROUND.  IT IS LOCATED 14.6 M
 KY0376'(47.9 FT) NORTH OF THE NEAR RAIL OF THE CONRAIL RAILROAD, 11.6 M
 KY0376'(38.1 FT) EAST OF THE CENTERLINE OF HIGHWAY 980, AND 0.35 M (1.1 FT)
 KY0376'WEST OF THE EAST END OF THE ABUTMENT.
 KY0376'DESCRIBED BY E.J. HANSMANN, TYPED BY G.A. MEANS.
 KY0376
 KY0376                          STATION RECOVERY (1995)
 KY0376
 KY0376'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (JML)
 KY0376'RECOVERED AS DESCRIBED.  MAIN STREET IS NOT THE CORRECT STREET.
 KY0376'LINCOLN IS THE STREET ASSOCIATED WITH SH 980.  SHOULD READ - TO REACH
 KY0376'THE STATION FROM THE JUNCTION OF LINCOLN STREET AND SH 980, IN
 KY0376'MCDONALD.
 KY0376
 KY0376                          STATION RECOVERY (2005)
 KY0376
 KY0376'RECOVERY NOTE BY M BAKER JR INCORPORATED 2005 (CJG)
 KY0376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0094 ***********************************************************************
 KY0094  DESIGNATION -  1 DWP
 KY0094  PID         -  KY0094
 KY0094  STATE/COUNTY-  PA/BEAVER
 KY0094  USGS QUAD   -  NEW GALILEE (1979)
 KY0094
 KY0094                         *CURRENT SURVEY CONTROL
 KY0094  ___________________________________________________________________
 KY0094* NAD 83(1986)-  40 50 27.     (N)    080 29 38.     (W)     SCALED    
 KY0094* NAVD 88     -       313.692  (meters)    1029.17   (feet)  ADJUSTED  
 KY0094  ___________________________________________________________________
 KY0094  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 KY0094  DYNAMIC HT  -         313.534 (meters)    1028.65  (feet)  COMP
 KY0094  MODELED GRAV-     980,112.2   (mgal)                       NAVD 88
 KY0094
 KY0094  VERT ORDER  -  FIRST     CLASS I
 KY0094
 KY0094.The horizontal coordinates were scaled from a topographic map and have
 KY0094.an estimated accuracy of +/- 6 seconds.
 KY0094
 KY0094.The orthometric height was determined by differential leveling
 KY0094.and adjusted by the National Geodetic Survey in June 1991..
 KY0094.WARNING-Repeat measurements at this control monument indicate possible
 KY0094.vertical movement.
 KY0094
 KY0094.The geoid height was determined by GEOID03.
 KY0094
 KY0094.The dynamic height is computed by dividing the NAVD 88
 KY0094.geopotential number by the normal gravity value computed on the
 KY0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0094.degrees latitude (g = 980.6199 gals.).
 KY0094
 KY0094.The modeled gravity was interpolated from observed gravity values.
 KY0094
 KY0094;                    North         East    Units  Estimated Accuracy
 KY0094;SPC PA S     -   170,980.      368,630.      MT  (+/- 180 meters Scaled)
 KY0094
 KY0094                          SUPERSEDED SURVEY CONTROL
 KY0094
 KY0094  NGVD 29 (??/??/92)  313.827  (m)         1029.61   (f) ADJ UNCH    1 1
 KY0094
 KY0094.Superseded values are not recommended for survey control.
 KY0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0094.See file dsdata.txt to determine how the superseded data were derived.
 KY0094
 KY0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF426212(NAD 83)
 KY0094_MARKER: DD = SURVEY DISK
 KY0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0094_STAMPING: 1030 TT 1 DWP 1950
 KY0094_MARK LOGO: USGS  
 KY0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0094+STABILITY: SURFACE MOTION
 KY0094
 KY0094  HISTORY     - Date     Condition        Report By
 KY0094  HISTORY     - 1950     MONUMENTED       USGS
 KY0094  HISTORY     - 1966     GOOD             CGS
 KY0094
 KY0094                          STATION DESCRIPTION
 KY0094
 KY0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KY0094'2.2 MI SW FROM ENON VALLEY.
 KY0094'ABOUT 2.2 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KY0094'THE CROSSING OF STATE HIGHWAY 551 AT ENON VALLEY, ABOUT 0.4
 KY0094'MILE WEST OF MILEPOST P 47, ABOUT 0.45 MILE EAST OF STATE
 KY0094'HIGHWAY 51 OVERPASS, 61 FEET NORTHEAST OF THE CENTER OF THE
 KY0094'CROSSING OF A BLACK TOPPED ROAD AND THE NORTH TRACK, 23.3 FEET
 KY0094'NORTH OF THE NORTHERNMOST RAIL, ABOUT 2 FEET BELOW THE LEVEL
 KY0094'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KY0094'0.1 FOOT.  NOTE-- ALSO 2.4 MILES EAST ALONG THE PENNSYLVANIA
 KY0094'RAILROAD FROM THE STATION AT EAST PALESTINE, OHIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0935 ***********************************************************************
 KW0935  DESIGNATION -  1 PRR
 KW0935  PID         -  KW0935
 KW0935  STATE/COUNTY-  PA/DAUPHIN
 KW0935  USGS QUAD   -  HARRISBURG WEST (1987)
 KW0935
 KW0935                         *CURRENT SURVEY CONTROL
 KW0935  ___________________________________________________________________
 KW0935* NAD 83(1986)-  40 20 47.     (N)    076 54 20.     (W)     SCALED    
 KW0935* NAVD 88     -       105.484  (meters)     346.08   (feet)  ADJUSTED  
 KW0935  ___________________________________________________________________
 KW0935  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KW0935  DYNAMIC HT  -         105.432 (meters)     345.90  (feet)  COMP
 KW0935  MODELED GRAV-     980,132.8   (mgal)                       NAVD 88
 KW0935
 KW0935  VERT ORDER  -  FIRST     CLASS II
 KW0935
 KW0935.The horizontal coordinates were scaled from a topographic map and have
 KW0935.an estimated accuracy of +/- 6 seconds.
 KW0935
 KW0935.The orthometric height was determined by differential leveling
 KW0935.and adjusted by the National Geodetic Survey in June 1991..
 KW0935
 KW0935.The geoid height was determined by GEOID03.
 KW0935
 KW0935.The dynamic height is computed by dividing the NAVD 88
 KW0935.geopotential number by the normal gravity value computed on the
 KW0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0935.degrees latitude (g = 980.6199 gals.).
 KW0935
 KW0935.The modeled gravity was interpolated from observed gravity values.
 KW0935
 KW0935;                    North         East    Units  Estimated Accuracy
 KW0935;SPC PA S     -   112,830.      671,740.      MT  (+/- 180 meters Scaled)
 KW0935
 KW0935                          SUPERSEDED SURVEY CONTROL
 KW0935
 KW0935  NGVD 29 (??/??/??)  105.706  (m)          346.80   (f) ADJUSTED    1 2
 KW0935
 KW0935.Superseded values are not recommended for survey control.
 KW0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0935.See file dsdata.txt to determine how the superseded data were derived.
 KW0935
 KW0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK381679(NAD 83)
 KW0935_MARKER: B = BOLT
 KW0935_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0935_SP_SET: STONE ABUTMENT
 KW0935_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0935
 KW0935  HISTORY     - Date     Condition        Report By
 KW0935  HISTORY     - UNK      MONUMENTED       PRR
 KW0935  HISTORY     - 1941     GOOD             CGS
 KW0935  HISTORY     - 20010108 MARK NOT FOUND   PADT
 KW0935  HISTORY     - 20060319 MARK NOT FOUND   GEOCAC
 KW0935
 KW0935                          STATION DESCRIPTION
 KW0935
 KW0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW0935'1.8 MI SE FROM DAUPHIN.
 KW0935'ABOUT 1.8 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW0935'THE STATION AT DUAPHIN, DAUPHIN COUNTY, AT BRIDGE 91.56, IN
 KW0935'THE TOP OF THE EAST END OF THE NORTH STONE ABUTMENT, 2.8 FEET
 KW0935'NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK, ABOUT
 KW0935'3.2 FEET LOWER THAN THE RAIL, AND NEAR THE CHISELED LETTERS
 KW0935'BM NO 1.  A COPPER BOLT.
 KW0935
 KW0935                          STATION RECOVERY (2001)
 KW0935
 KW0935'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (SMM)
 KW0935'MARK NOT FOUND.
 KW0935
 KW0935                          STATION RECOVERY (2006)
 KW0935
 KW0935'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0935'A LARGE WOODEN BEAM USED TO HOLD BACK BALLAST IS AT THE LOCATION OF
 KW0935'THE BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1064 ***********************************************************************
 KW1064  DESIGNATION -  1 PRR
 KW1064  PID         -  KW1064
 KW1064  STATE/COUNTY-  PA/YORK
 KW1064  USGS QUAD   -  COLUMBIA WEST (1990)
 KW1064
 KW1064                         *CURRENT SURVEY CONTROL
 KW1064  ___________________________________________________________________
 KW1064* NAD 83(1986)-  40 01 30.     (N)    076 31 36.     (W)     SCALED    
 KW1064* NAVD 88     -        78.404  (meters)     257.23   (feet)  ADJUSTED  
 KW1064  ___________________________________________________________________
 KW1064  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KW1064  DYNAMIC HT  -          78.365 (meters)     257.10  (feet)  COMP
 KW1064  MODELED GRAV-     980,117.9   (mgal)                       NAVD 88
 KW1064
 KW1064  VERT ORDER  -  SECOND    CLASS 0
 KW1064
 KW1064.The horizontal coordinates were scaled from a topographic map and have
 KW1064.an estimated accuracy of +/- 6 seconds.
 KW1064
 KW1064.The orthometric height was determined by differential leveling
 KW1064.and adjusted by the National Geodetic Survey in June 1991..
 KW1064.WARNING-Repeat measurements at this control monument indicate possible
 KW1064.vertical movement.
 KW1064
 KW1064.The geoid height was determined by GEOID03.
 KW1064
 KW1064.The dynamic height is computed by dividing the NAVD 88
 KW1064.geopotential number by the normal gravity value computed on the
 KW1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1064.degrees latitude (g = 980.6199 gals.).
 KW1064
 KW1064.The modeled gravity was interpolated from observed gravity values.
 KW1064
 KW1064;                    North         East    Units  Estimated Accuracy
 KW1064;SPC PA S     -    77,520.      704,420.      MT  (+/- 180 meters Scaled)
 KW1064
 KW1064                          SUPERSEDED SURVEY CONTROL
 KW1064
 KW1064  NGVD 29 (??/??/??)   78.659  (m)          258.07   (f) ADJUSTED    2 0
 KW1064
 KW1064.Superseded values are not recommended for survey control.
 KW1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1064.See file dsdata.txt to determine how the superseded data were derived.
 KW1064
 KW1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK697316(NAD 83)
 KW1064_MARKER: B = BOLT
 KW1064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1064_SP_SET: STEP
 KW1064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1064
 KW1064  HISTORY     - Date     Condition        Report By
 KW1064  HISTORY     - UNK      MONUMENTED       PRR
 KW1064  HISTORY     - 1966     GOOD             CGS
 KW1064  HISTORY     - 20050110 MARK NOT FOUND   GEOCAC
 KW1064
 KW1064                          STATION DESCRIPTION
 KW1064
 KW1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1064'AT WRIGHTSVILLE.
 KW1064'WRIGHTSVILLE, AT THE PENNSYLVANIA RAILROAD STATION OFFICE, IN
 KW1064'THE TOP OF THE WEST END OF THE STONE STEP TO THE ENTRANCE,
 KW1064'3 FEET EAST OF THE SOUTHWEST CORNER OF THE BUILDING, AND 45
 KW1064'FEET NORTHWEST OF THE CENTER LINE OF THE MAIN TRACK.
 KW1064
 KW1064                          STATION RECOVERY (2005)
 KW1064
 KW1064'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW1064'BUILDING HAS BEEN REMOVED. MARK IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0856 ***********************************************************************
 KW0856  DESIGNATION -  1 PRR
 KW0856  PID         -  KW0856
 KW0856  STATE/COUNTY-  PA/DAUPHIN
 KW0856  USGS QUAD   -  HARRISBURG WEST (1987)
 KW0856
 KW0856                         *CURRENT SURVEY CONTROL
 KW0856  ___________________________________________________________________
 KW0856* NAD 83(1986)-  40 15 39.     (N)    076 52 35.     (W)     SCALED    
 KW0856* NAVD 88     -        97.493  (meters)     319.86   (feet)  ADJUSTED  
 KW0856  ___________________________________________________________________
 KW0856  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 KW0856  DYNAMIC HT  -          97.444 (meters)     319.70  (feet)  COMP
 KW0856  MODELED GRAV-     980,122.7   (mgal)                       NAVD 88
 KW0856
 KW0856  VERT ORDER  -  FIRST     CLASS I
 KW0856
 KW0856.The horizontal coordinates were scaled from a topographic map and have
 KW0856.an estimated accuracy of +/- 6 seconds.
 KW0856
 KW0856.The orthometric height was determined by differential leveling
 KW0856.and adjusted by the National Geodetic Survey in June 1991..
 KW0856.WARNING-Repeat measurements at this control monument indicate possible
 KW0856.vertical movement.
 KW0856
 KW0856.The geoid height was determined by GEOID03.
 KW0856
 KW0856.The dynamic height is computed by dividing the NAVD 88
 KW0856.geopotential number by the normal gravity value computed on the
 KW0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0856.degrees latitude (g = 980.6199 gals.).
 KW0856
 KW0856.The modeled gravity was interpolated from observed gravity values.
 KW0856
 KW0856;                    North         East    Units  Estimated Accuracy
 KW0856;SPC PA S     -   103,350.      674,310.      MT  (+/- 180 meters Scaled)
 KW0856
 KW0856                          SUPERSEDED SURVEY CONTROL
 KW0856
 KW0856  NGVD 29 (??/??/??)   97.702  (m)          320.54   (f) ADJUSTED    1 1
 KW0856
 KW0856.Superseded values are not recommended for survey control.
 KW0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0856.See file dsdata.txt to determine how the superseded data were derived.
 KW0856
 KW0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK404583(NAD 83)
 KW0856_MARKER: Q = CHISELED SQUARE
 KW0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0856_SP_SET: STONE
 KW0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0856+STABILITY: SURFACE MOTION
 KW0856_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0856+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2005
 KW0856
 KW0856  HISTORY     - Date     Condition        Report By
 KW0856  HISTORY     - UNK      MONUMENTED       PRR
 KW0856  HISTORY     - 1966     GOOD             CGS
 KW0856  HISTORY     - 20051226 GOOD             GEOCAC
 KW0856
 KW0856                          STATION DESCRIPTION
 KW0856
 KW0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0856'AT HARRISBURG.
 KW0856'AT HARRISBURG, AT THE EAST SIDE OF THE PENNSYVANIA RAILROAD
 KW0856'STATION, A CHISELED SQUARE ON THE TOP OF A PROTRUDING STONE IN
 KW0856'THE EAST FACE OF THE STATION, 70.4 FEET NORTH OF THE TRACK
 KW0856'1 ELEVATOR, 39 FEET WEST OF THE WEST RAIL OF THE WEST TRACK,
 KW0856'17.8 FEET NORTH OF THE BOTTOM STEP OF A STEEL STAIRWAY, 7
 KW0856'FEET SOUTH OF THE 2ND DOOR NORTH OF THE STAIRWAY, 6 FEET NORTH OF
 KW0856'THE NORTH EDGE OF THE DOORWAY TO THE TRANSFER CLERKS OFFICE,
 KW0856'5-INCHES SOUTH OF A CAST IRON DRAIN PIPE, ABOUT 1 FOOT ABOVE THE
 KW0856'LEVEL OF A BRICK PLATFORM.
 KW0856
 KW0856                          STATION RECOVERY (2005)
 KW0856
 KW0856'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0856'TRAIN STATION IS OWNED BY AMTRAK. MARK IS AS DESCRIBED BUT ROOM
 KW0856'ASSIGNMENTS ARE DIFFERENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0443 ***********************************************************************
 KW0443  DESIGNATION -  1 RDGRR
 KW0443  PID         -  KW0443
 KW0443  STATE/COUNTY-  PA/BERKS
 KW0443  USGS QUAD   -  SINKING SPRING (1987)
 KW0443
 KW0443                         *CURRENT SURVEY CONTROL
 KW0443  ___________________________________________________________________
 KW0443* NAD 83(1986)-  40 19 52.     (N)    076 05 59.     (W)     SCALED    
 KW0443* NAVD 88     -       117.783  (meters)     386.43   (feet)  ADJUSTED  
 KW0443  ___________________________________________________________________
 KW0443  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 KW0443  DYNAMIC HT  -         117.721 (meters)     386.22  (feet)  COMP
 KW0443  MODELED GRAV-     980,102.0   (mgal)                       NAVD 88
 KW0443
 KW0443  VERT ORDER  -  FIRST     CLASS I
 KW0443
 KW0443.The horizontal coordinates were scaled from a topographic map and have
 KW0443.an estimated accuracy of +/- 6 seconds.
 KW0443
 KW0443.The orthometric height was determined by differential leveling
 KW0443.and adjusted by the National Geodetic Survey in June 1991..
 KW0443
 KW0443.The geoid height was determined by GEOID03.
 KW0443
 KW0443.The dynamic height is computed by dividing the NAVD 88
 KW0443.geopotential number by the normal gravity value computed on the
 KW0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0443.degrees latitude (g = 980.6199 gals.).
 KW0443
 KW0443.The modeled gravity was interpolated from observed gravity values.
 KW0443
 KW0443;                    North         East    Units  Estimated Accuracy
 KW0443;SPC PA S     -   112,100.      740,230.      MT  (+/- 180 meters Scaled)
 KW0443
 KW0443                          SUPERSEDED SURVEY CONTROL
 KW0443
 KW0443  NGVD 29 (??/??/??)  118.005  (m)          387.15   (f) ADJUSTED    1 1
 KW0443
 KW0443.Superseded values are not recommended for survey control.
 KW0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0443.See file dsdata.txt to determine how the superseded data were derived.
 KW0443
 KW0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK065650(NAD 83)
 KW0443_MARKER: Z = SEE DESCRIPTION
 KW0443_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0443_SP_SET: HEADWALL
 KW0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0443
 KW0443  HISTORY     - Date     Condition        Report By
 KW0443  HISTORY     - UNK      MONUMENTED       RDGRR
 KW0443  HISTORY     - 1966     GOOD             CGS
 KW0443  HISTORY     - 20020224 MARK NOT FOUND   USPSQD
 KW0443  HISTORY     - 20020224 MARK NOT FOUND   USPSQD
 KW0443  HISTORY     - 20050410 MARK NOT FOUND   GEOCAC
 KW0443
 KW0443                          STATION DESCRIPTION
 KW0443
 KW0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0443'2.4 MI SE FROM ROBESONIA.
 KW0443'ABOUT 0.1 MILE SOUTHWEST ALONG ROBESON STREET FROM THE TRINITY
 KW0443'LUTHERAN CHURCH AT ROBESONIA, THENCE 2.3 MILES SOUTHEAST ALONG THE
 KW0443'READING COMPANY RAILROAD, OR ABOUT 3.4 MILES WEST ALONG THE
 KW0443'READING COMPANY RAILROAD FROM THE STATION AT SINKING SPRING, ABOUT
 KW0443'135 YARDS SOUTH OF A SEWAGE DISPOSAL PLANT, 9 FEET NORTHEAST OF
 KW0443'THE NORTHEAST RAIL OF THE NORTHEAST SET OF TRACKS, A CHISELED ARC,
 KW0443'MARKED BM 1, ON THE TOP OF THE EAST CORNER OF THE NORTHEAST
 KW0443'CONCRETE HEADWALL OF A SMALL OVERPASS FOR A PRIVATE ROAD LEADING
 KW0443'TO THE WERNERSVILLE STATE HOSPITAL, ABOUT 2 1/2 FEET BELOW THE
 KW0443'LEVEL OF THE TRACK.
 KW0443
 KW0443                          STATION RECOVERY (2002)
 KW0443
 KW0443'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW0443'GIVEN LAT AND LON IS A PT .1M W OF THE ACTUAL LOC OF THE STATION
 KW0443'(BRIDGE.)
 KW0443
 KW0443                          STATION RECOVERY (2002)
 KW0443
 KW0443'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW0443'GIVEN LAT AND LON IS A PT .1M W OF THE ACTUAL LOC OF THE STATION
 KW0443'(BRIDGE.)A FT OF CONCRETE NOW COVERS THE MARK.
 KW0443
 KW0443                          STATION RECOVERY (2005)
 KW0443
 KW0443'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0160 ***********************************************************************
 ND0160  DESIGNATION -  1 USE
 ND0160  PID         -  ND0160
 ND0160  STATE/COUNTY-  PA/ERIE
 ND0160  USGS QUAD   -  ERIE NORTH (1996)
 ND0160
 ND0160                         *CURRENT SURVEY CONTROL
 ND0160  ___________________________________________________________________
 ND0160* NAD 83(1986)-  42 09 02.     (N)    080 04 47.     (W)     SCALED    
 ND0160* NAVD 88     -       175.396  (meters)     575.45   (feet)  ADJUSTED  
 ND0160  ___________________________________________________________________
 ND0160  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 ND0160  DYNAMIC HT  -         175.335 (meters)     575.24  (feet)  COMP
 ND0160  MODELED GRAV-     980,268.0   (mgal)                       NAVD 88
 ND0160
 ND0160  VERT ORDER  -  FIRST     CLASS II
 ND0160
 ND0160.The horizontal coordinates were scaled from a topographic map and have
 ND0160.an estimated accuracy of +/- 6 seconds.
 ND0160
 ND0160.The orthometric height was determined by differential leveling
 ND0160.and adjusted by the National Geodetic Survey in June 1991..
 ND0160
 ND0160.The geoid height was determined by GEOID03.
 ND0160
 ND0160.The dynamic height is computed by dividing the NAVD 88
 ND0160.geopotential number by the normal gravity value computed on the
 ND0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0160.degrees latitude (g = 980.6199 gals.).
 ND0160
 ND0160.The modeled gravity was interpolated from observed gravity values.
 ND0160
 ND0160;                    North         East    Units  Estimated Accuracy
 ND0160;SPC PA N     -   222,920.      407,450.      MT  (+/- 180 meters Scaled)
 ND0160
 ND0160                          SUPERSEDED SURVEY CONTROL
 ND0160
 ND0160  NGVD 29 (06/03/92)  175.575  (m)          576.03   (f) ADJUSTED    1 2
 ND0160
 ND0160.Superseded values are not recommended for survey control.
 ND0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0160.See file dsdata.txt to determine how the superseded data were derived.
 ND0160
 ND0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG760669(NAD 83)
 ND0160_MARKER: DD = SURVEY DISK
 ND0160_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ND0160_SP_SET: CONCRETE MOORING PIER
 ND0160_STAMPING: 1
 ND0160_MARK LOGO: USE   
 ND0160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0160
 ND0160  HISTORY     - Date     Condition        Report By
 ND0160  HISTORY     - UNK      MONUMENTED       USE
 ND0160  HISTORY     - 1983     GOOD             NGS
 ND0160
 ND0160                          STATION DESCRIPTION
 ND0160
 ND0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ND0160'IN ERIE.
 ND0160'IN ERIE, 1.9 KM (1.2 MI) WEST-NORTHWEST ALONG THE PAVED ACCESS ROAD TO
 ND0160'THE ERIE INTERNATIONAL MARINE TERMINAL FROM THE NORTHWEST END OF EAST
 ND0160'AVENUE, IN TOP OF A CONCRETE PIER, 13.10 METERS (43.0 FT) NORTHWEST OF
 ND0160'POWER POLE 2A1068E, 10.87 METERS (35.6 FT) NORTH OF THE NORTH CORNER
 ND0160'POST OF THE CHAIN LINK FENCE AROUND THE MARINE TERMINAL, 1.52 METERS
 ND0160'(5.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE PIER, 1.95 METERS
 ND0160'(6.4 FT) NORTHWEST OF BENCH MARK 15 USE.
 ND0160'THE MARK IS ABOVE LEVEL WITH TOP OF PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0334 ***********************************************************************
 LZ0334  DESIGNATION -  1 WA
 LZ0334  PID         -  LZ0334
 LZ0334  STATE/COUNTY-  PA/LYCOMING
 LZ0334  USGS QUAD   -  PICTURE ROCKS (1983)
 LZ0334
 LZ0334                         *CURRENT SURVEY CONTROL
 LZ0334  ___________________________________________________________________
 LZ0334* NAD 83(1986)-  41 16 49.     (N)    076 42 51.     (W)     SCALED    
 LZ0334* NAVD 88     -       200.575  (meters)     658.05   (feet)  ADJUSTED  
 LZ0334  ___________________________________________________________________
 LZ0334  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 LZ0334  DYNAMIC HT  -         200.490 (meters)     657.77  (feet)  COMP
 LZ0334  MODELED GRAV-     980,195.7   (mgal)                       NAVD 88
 LZ0334
 LZ0334  VERT ORDER  -  SECOND    CLASS 0
 LZ0334
 LZ0334.The horizontal coordinates were scaled from a topographic map and have
 LZ0334.an estimated accuracy of +/- 6 seconds.
 LZ0334
 LZ0334.The orthometric height was determined by differential leveling
 LZ0334.and adjusted by the National Geodetic Survey in June 1991..
 LZ0334
 LZ0334.The geoid height was determined by GEOID03.
 LZ0334
 LZ0334.The dynamic height is computed by dividing the NAVD 88
 LZ0334.geopotential number by the normal gravity value computed on the
 LZ0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0334.degrees latitude (g = 980.6199 gals.).
 LZ0334
 LZ0334.The modeled gravity was interpolated from observed gravity values.
 LZ0334
 LZ0334;                    North         East    Units  Estimated Accuracy
 LZ0334;SPC PA N     -   124,190.      686,770.      MT  (+/- 180 meters Scaled)
 LZ0334
 LZ0334                          SUPERSEDED SURVEY CONTROL
 LZ0334
 LZ0334  NGVD 29 (??/??/92)  200.771  (m)          658.70   (f) ADJ UNCH    2 0
 LZ0334
 LZ0334.Superseded values are not recommended for survey control.
 LZ0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0334.See file dsdata.txt to determine how the superseded data were derived.
 LZ0334
 LZ0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL564712(NAD 83)
 LZ0334_MARKER: DD = SURVEY DISK
 LZ0334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0334_SP_SET: STEP
 LZ0334_STAMPING: 1 WA PA 1925
 LZ0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0334
 LZ0334  HISTORY     - Date     Condition        Report By
 LZ0334  HISTORY     - 1925     MONUMENTED       USGS
 LZ0334  HISTORY     - 1969     GOOD             NGS
 LZ0334
 LZ0334                          STATION DESCRIPTION
 LZ0334
 LZ0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ0334'AT PICTURE ROCKS.
 LZ0334'AT PICTURE ROCKS, LYCOMING COUNTY, ON LAUREL STREET, AT THE
 LZ0334'METHODIST EPISCOPAL CHURCH, IN THE TOP OF THE BOTTOM STEP OF
 LZ0334'THE SOUTH ENTRANCE, 3 FEET WEST OF THE ENTRANCE, 20 FEET NORTH
 LZ0334'OF THE CENTER LINE OF LAUREL STREET, AND LEVEL WITH THE STREET.
 LZ0334'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED PA 1 WA
 LZ0334'1925.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1469 ***********************************************************************
 KX1469  DESIGNATION -  10
 KX1469  PID         -  KX1469
 KX1469  STATE/COUNTY-  PA/ALLEGHENY
 KX1469  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1469
 KX1469                         *CURRENT SURVEY CONTROL
 KX1469  ___________________________________________________________________
 KX1469* NAD 83(1986)-  40 27 39.     (N)    079 58 10.     (W)     SCALED    
 KX1469* NAVD 88     -       225.355  (meters)     739.35   (feet)  POSTED    
 KX1469  ___________________________________________________________________
 KX1469  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KX1469  DYNAMIC HT  -         225.240 (meters)     738.97  (feet)  COMP
 KX1469  MODELED GRAV-     980,101.0   (mgal)                       NAVD 88
 KX1469
 KX1469  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KX1469
 KX1469.The horizontal coordinates were scaled from a topographic map and have
 KX1469.an estimated accuracy of +/- 6 seconds.
 KX1469
 KX1469.The orthometric height was determined by differential leveling
 KX1469.and adjusted by the National Geodetic Survey in 1992..
 KX1469.No vertical observational check was made to the station.
 KX1469.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KX1469.was located on a no-check spur therefore a value was not computed.
 KX1469
 KX1469.The geoid height was determined by GEOID03.
 KX1469
 KX1469.The dynamic height is computed by dividing the NAVD 88
 KX1469.geopotential number by the normal gravity value computed on the
 KX1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1469.degrees latitude (g = 980.6199 gals.).
 KX1469
 KX1469.The modeled gravity was interpolated from observed gravity values.
 KX1469
 KX1469;                    North         East    Units  Estimated Accuracy
 KX1469;SPC PA S     -   127,560.      411,780.      MT  (+/- 180 meters Scaled)
 KX1469
 KX1469                          SUPERSEDED SURVEY CONTROL
 KX1469
 KX1469  NGVD 29 (??/??/92)  225.520  (m)          739.89   (f) ADJ UNCH    1 2
 KX1469
 KX1469.Superseded values are not recommended for survey control.
 KX1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1469.See file dsdata.txt to determine how the superseded data were derived.
 KX1469
 KX1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE873794(NAD 83)
 KX1469_MARKER: DD = SURVEY DISK
 KX1469_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1469_SP_SET: STEPS
 KX1469_STAMPING: 10
 KX1469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1469
 KX1469  HISTORY     - Date     Condition        Report By
 KX1469  HISTORY     - UNK      MONUMENTED       PA6600
 KX1469  HISTORY     - 1941     GOOD             NGS
 KX1469
 KX1469                          STATION DESCRIPTION
 KX1469
 KX1469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1469'AT PITTSBURGH.
 KX1469'AT PITTSBURGH, ALLEGHENY COUNTY, ABOUT 2.0 MILES EAST OF THE
 KX1469'PENNSYLVANIA RAILROAD STATION, IN THE WEST END OF THE STEPS
 KX1469'OF A BUILDING LOCATED AT 3206 PENN AVENUE, AND 9 FEET SOUTH OF
 KX1469'THE SOUTH CURB.  A DEPARTMENT OF PUBLIC WORKS BRONZE DISK,
 KX1469'STAMPED 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1841 ***********************************************************************
 KX1841  DESIGNATION -  10 EGB
 KX1841  PID         -  KX1841
 KX1841  STATE/COUNTY-  PA/INDIANA
 KX1841  USGS QUAD   -  VALIER (1993)
 KX1841
 KX1841                         *CURRENT SURVEY CONTROL
 KX1841  ___________________________________________________________________
 KX1841* NAD 83(1986)-  40 53 22.     (N)    079 02 59.     (W)     SCALED    
 KX1841* NAVD 88     -       398.743  (meters)    1308.21   (feet)  ADJUSTED  
 KX1841  ___________________________________________________________________
 KX1841  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KX1841  DYNAMIC HT  -         398.542 (meters)    1307.55  (feet)  COMP
 KX1841  MODELED GRAV-     980,110.9   (mgal)                       NAVD 88
 KX1841
 KX1841  VERT ORDER  -  FIRST     CLASS II
 KX1841
 KX1841.The horizontal coordinates were scaled from a topographic map and have
 KX1841.an estimated accuracy of +/- 6 seconds.
 KX1841
 KX1841.The orthometric height was determined by differential leveling
 KX1841.and adjusted by the National Geodetic Survey in June 1991..
 KX1841
 KX1841.The geoid height was determined by GEOID03.
 KX1841
 KX1841.The dynamic height is computed by dividing the NAVD 88
 KX1841.geopotential number by the normal gravity value computed on the
 KX1841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1841.degrees latitude (g = 980.6199 gals.).
 KX1841
 KX1841.The modeled gravity was interpolated from observed gravity values.
 KX1841
 KX1841;                    North         East    Units  Estimated Accuracy
 KX1841;SPC PA S     -   173,590.      490,470.      MT  (+/- 180 meters Scaled)
 KX1841
 KX1841                          SUPERSEDED SURVEY CONTROL
 KX1841
 KX1841  NGVD 29 (06/03/92)  398.904  (m)         1308.74   (f) ADJUSTED    1 2
 KX1841
 KX1841.Superseded values are not recommended for survey control.
 KX1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1841.See file dsdata.txt to determine how the superseded data were derived.
 KX1841
 KX1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF643283(NAD 83)
 KX1841_MARKER: DD = SURVEY DISK
 KX1841_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KX1841_SP_SET: WINGWALL CULVERT
 KX1841_STAMPING: 1309 10 EGB 1967
 KX1841_MARK LOGO: USGS  
 KX1841_PROJECTION: PROJECTING 76 CENTIMETERS
 KX1841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1841+STABILITY: SURFACE MOTION
 KX1841_ROD/PIPE-DEPTH: 7574 meters
 KX1841
 KX1841  HISTORY     - Date     Condition        Report By
 KX1841  HISTORY     - 1967     MONUMENTED       USGS
 KX1841  HISTORY     - 1982     GOOD             NGS
 KX1841
 KX1841                          STATION DESCRIPTION
 KX1841
 KX1841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1841'3.5 KM (2.15 MI) NE FROM TRADE CITY.
 KX1841'3.5 KM (2.15 MI) NORTHEAST
 KX1841'ALONG STATE HIGHWAY 210 NORTH FROM JUNCTION OF
 KX1841'STATE HIGHWAY 954 AND 210 IN TRADE CITY, TO THE MARK ON THE LEFT.  THE
 KX1841'MARK IS IN THE NORTH WINGWALL OF A CULVERT, AND ACROSS HIGHWAY FROM A
 KX1841'SIDE ROAD EAST.  7.9 METERS (26.0 FT) WEST FROM THE CENTERLINE OF
 KX1841'HIGHWAY 210, 11.3 METERS (37.0 FT) SOUTHEAST OF TRACK FROM ROAD
 KX1841'LEADING SOUTHWEST, 21.6 METERS (71.0 FT) WEST FROM STOP SIGN ACROSS
 KX1841'ROAD, AND 10.4 METERS (34.0 FT) NORTH OF GAS LINE CROSSING.
 KX1841'THE MARK IS 1.0 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1879 ***********************************************************************
 KV1879  DESIGNATION -  10 PRR
 KV1879  PID         -  KV1879
 KV1879  STATE/COUNTY-  PA/MONTGOMERY
 KV1879  USGS QUAD   -  AMBLER (1983)
 KV1879
 KV1879                         *CURRENT SURVEY CONTROL
 KV1879  ___________________________________________________________________
 KV1879* NAD 83(1986)-  40 08 13.     (N)    075 10 17.     (W)     SCALED    
 KV1879* NAVD 88     -        69.789  (meters)     228.97   (feet)  ADJUSTED  
 KV1879  ___________________________________________________________________
 KV1879  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 KV1879  DYNAMIC HT  -          69.756 (meters)     228.86  (feet)  COMP
 KV1879  MODELED GRAV-     980,155.5   (mgal)                       NAVD 88
 KV1879
 KV1879  VERT ORDER  -  SECOND    CLASS 0
 KV1879
 KV1879.The horizontal coordinates were scaled from a topographic map and have
 KV1879.an estimated accuracy of +/- 6 seconds.
 KV1879
 KV1879.The orthometric height was determined by differential leveling
 KV1879.and adjusted by the National Geodetic Survey in June 1991..
 KV1879
 KV1879.The geoid height was determined by GEOID03.
 KV1879
 KV1879.The dynamic height is computed by dividing the NAVD 88
 KV1879.geopotential number by the normal gravity value computed on the
 KV1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1879.degrees latitude (g = 980.6199 gals.).
 KV1879
 KV1879.The modeled gravity was interpolated from observed gravity values.
 KV1879
 KV1879;                    North         East    Units  Estimated Accuracy
 KV1879;SPC PA S     -    92,440.      819,720.      MT  (+/- 180 meters Scaled)
 KV1879
 KV1879                          SUPERSEDED SURVEY CONTROL
 KV1879
 KV1879  NGVD 29 (??/??/??)   70.079  (m)          229.92   (f) ADJUSTED    2 0
 KV1879
 KV1879.Superseded values are not recommended for survey control.
 KV1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1879.See file dsdata.txt to determine how the superseded data were derived.
 KV1879
 KV1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK854429(NAD 83)
 KV1879_MARKER: B = BOLT
 KV1879_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1879_SP_SET: WALL
 KV1879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1879
 KV1879  HISTORY     - Date     Condition        Report By
 KV1879  HISTORY     - UNK      MONUMENTED       PRR
 KV1879  HISTORY     - 1935     GOOD             CGS
 KV1879  HISTORY     - 1974     GOOD             PADH
 KV1879  HISTORY     - 19981031 GOOD             USPSQD
 KV1879
 KV1879                          STATION DESCRIPTION
 KV1879
 KV1879'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1879'8.5 MI E FROM NORRISTOWN.
 KV1879'8.5 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE CROSSING
 KV1879'OF AN ELECTRIC RAILROAD AT NORRISTOWN, MONTGOMERY COUNTY, AT
 KV1879'BRIDGE 23.62 UNDER WHITE MARSH ROAD, AND IN THE TOP OF THE
 KV1879'NORTHWEST BACK WALL OF THE WEST ABUTMENT.  A COPPER BOLT.
 KV1879
 KV1879                          STATION RECOVERY (1974)
 KV1879
 KV1879'RECOVERY NOTE BY PA DEPT OF HIGHWAYS 1974
 KV1879'RECOVERED IN GOOD CONDITION.
 KV1879
 KV1879                          STATION RECOVERY (1998)
 KV1879
 KV1879'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV1879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1604 ***********************************************************************
 JV1604  DESIGNATION -  10 PRR
 JV1604  PID         -  JV1604
 JV1604  STATE/COUNTY-  PA/YORK
 JV1604  USGS QUAD   -  YORK (1990)
 JV1604
 JV1604                         *CURRENT SURVEY CONTROL
 JV1604  ___________________________________________________________________
 JV1604* NAD 83(1986)-  39 58 40.     (N)    076 41 41.     (W)     SCALED    
 JV1604* NAVD 88     -       119.429  (meters)     391.83   (feet)  ADJUSTED  
 JV1604  ___________________________________________________________________
 JV1604  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JV1604  DYNAMIC HT  -         119.368 (meters)     391.63  (feet)  COMP
 JV1604  MODELED GRAV-     980,113.4   (mgal)                       NAVD 88
 JV1604
 JV1604  VERT ORDER  -  SECOND    CLASS 0
 JV1604
 JV1604.The horizontal coordinates were scaled from a topographic map and have
 JV1604.an estimated accuracy of +/- 6 seconds.
 JV1604
 JV1604.The orthometric height was determined by differential leveling
 JV1604.and adjusted by the National Geodetic Survey in June 1991..
 JV1604
 JV1604.The geoid height was determined by GEOID03.
 JV1604
 JV1604.The dynamic height is computed by dividing the NAVD 88
 JV1604.geopotential number by the normal gravity value computed on the
 JV1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1604.degrees latitude (g = 980.6199 gals.).
 JV1604
 JV1604.The modeled gravity was interpolated from observed gravity values.
 JV1604
 JV1604;                    North         East    Units  Estimated Accuracy
 JV1604;SPC PA S     -    72,090.      690,140.      MT  (+/- 180 meters Scaled)
 JV1604
 JV1604                          SUPERSEDED SURVEY CONTROL
 JV1604
 JV1604  NGVD 29 (??/??/??)  119.683  (m)          392.66   (f) ADJUSTED    2 0
 JV1604
 JV1604.Superseded values are not recommended for survey control.
 JV1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1604.See file dsdata.txt to determine how the superseded data were derived.
 JV1604
 JV1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK552266(NAD 83)
 JV1604_MARKER: B = BOLT
 JV1604_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1604_SP_SET: BRIDGE
 JV1604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1604
 JV1604  HISTORY     - Date     Condition        Report By
 JV1604  HISTORY     - UNK      MONUMENTED       PRR
 JV1604  HISTORY     - 1935     GOOD             CGS
 JV1604  HISTORY     - 1961     GOOD             CGS
 JV1604  HISTORY     - 20040808 MARK NOT FOUND   GEOCAC
 JV1604
 JV1604                          STATION DESCRIPTION
 JV1604
 JV1604'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1604'2 MI E FROM YORK.
 JV1604'2.0 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JV1604'AT YORK, YORK COUNTY, AT THE EAST END OF BRIDGE 11.23, OVER A
 JV1604'SMALL STREAM AND A COUNTY ROAD, IN THE TOP OF THE NORTH CORNER OF
 JV1604'THE CONCRETE ABUTMENT, AND 7 FEET NORTH OF THE CENTER LINE OF THE
 JV1604'TRACK.  A COPPER BOLT.
 JV1604
 JV1604                          STATION RECOVERY (1961)
 JV1604
 JV1604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JV1604'RECOVERED IN GOOD CONDITION.
 JV1604
 JV1604                          STATION RECOVERY (2004)
 JV1604
 JV1604'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 JV1604'THERE IS NO BRIDGE OVER A ROAD AND STREAM AT THIS LOCATION. THE ROAD
 JV1604'CROSSES AT GRADE. POSSIBLE REMAINS OF PART OF THE BRIDGE EXIST WEST OF
 JV1604'THE ROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0216 ***********************************************************************
 LZ0216  DESIGNATION -  10 WA
 LZ0216  PID         -  LZ0216
 LZ0216  STATE/COUNTY-  PA/SULLIVAN
 LZ0216  USGS QUAD   -  ELK GROVE (1983)
 LZ0216
 LZ0216                         *CURRENT SURVEY CONTROL
 LZ0216  ___________________________________________________________________
 LZ0216* NAD 83(1986)-  41 22 11.     (N)    076 29 10.     (W)     SCALED    
 LZ0216* NAVD 88     -       392.625  (meters)    1288.14   (feet)  ADJUSTED  
 LZ0216  ___________________________________________________________________
 LZ0216  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 LZ0216  DYNAMIC HT  -         392.442 (meters)    1287.54  (feet)  COMP
 LZ0216  MODELED GRAV-     980,146.9   (mgal)                       NAVD 88
 LZ0216
 LZ0216  VERT ORDER  -  SECOND    CLASS 0
 LZ0216
 LZ0216.The horizontal coordinates were scaled from a topographic map and have
 LZ0216.an estimated accuracy of +/- 6 seconds.
 LZ0216
 LZ0216.The orthometric height was determined by differential leveling
 LZ0216.and adjusted by the National Geodetic Survey in June 1991..
 LZ0216
 LZ0216.The geoid height was determined by GEOID03.
 LZ0216
 LZ0216.The dynamic height is computed by dividing the NAVD 88
 LZ0216.geopotential number by the normal gravity value computed on the
 LZ0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0216.degrees latitude (g = 980.6199 gals.).
 LZ0216
 LZ0216.The modeled gravity was interpolated from observed gravity values.
 LZ0216
 LZ0216;                    North         East    Units  Estimated Accuracy
 LZ0216;SPC PA N     -   134,380.      705,730.      MT  (+/- 180 meters Scaled)
 LZ0216
 LZ0216                          SUPERSEDED SURVEY CONTROL
 LZ0216
 LZ0216  NGVD 29 (??/??/92)  392.781  (m)         1288.65   (f) ADJ UNCH    2 0
 LZ0216
 LZ0216.Superseded values are not recommended for survey control.
 LZ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0216.See file dsdata.txt to determine how the superseded data were derived.
 LZ0216
 LZ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL757808(NAD 83)
 LZ0216_MARKER: DD = SURVEY DISK
 LZ0216_SETTING: 80 = SET IN A BOULDER
 LZ0216_SP_SET: BOULDER
 LZ0216_STAMPING: PA 10 WA 1925
 LZ0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0216+STABILITY: SURFACE MOTION
 LZ0216
 LZ0216  HISTORY     - Date     Condition        Report By
 LZ0216  HISTORY     - 1925     MONUMENTED       CGS
 LZ0216  HISTORY     - 1934     GOOD             NGS
 LZ0216
 LZ0216                          STATION DESCRIPTION
 LZ0216
 LZ0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0216'1.2 MI SW FROM NORDMONT.
 LZ0216'1.2 MILES SOUTHWEST ALONG THE ABANDONED WILLIAMSPORT AND NORTH
 LZ0216'BRANCH RAILWAY FROM NORDMONT, SULLIVAN COUNTY, 46 FEET NORTHEAST
 LZ0216'OF POLE 1030, AND IN THE NORTHWEST CORNER OF A 7- BY 8-FOOT
 LZ0216'BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 LZ0216'PA 10 WA 1925.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0199 ***********************************************************************
 MA0199  DESIGNATION -  100
 MA0199  PID         -  MA0199
 MA0199  STATE/COUNTY-  PA/ELK
 MA0199  USGS QUAD   -  WEEDVILLE (1986)
 MA0199
 MA0199                         *CURRENT SURVEY CONTROL
 MA0199  ___________________________________________________________________
 MA0199* NAD 83(1986)-  41 17 04.     (N)    078 23 48.     (W)     SCALED    
 MA0199* NAVD 88     -       332.803  (meters)    1091.87   (feet)  ADJUSTED  
 MA0199  ___________________________________________________________________
 MA0199  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 MA0199  DYNAMIC HT  -         332.642 (meters)    1091.34  (feet)  COMP
 MA0199  MODELED GRAV-     980,132.0   (mgal)                       NAVD 88
 MA0199
 MA0199  VERT ORDER  -  SECOND    CLASS 0
 MA0199
 MA0199.The horizontal coordinates were scaled from a topographic map and have
 MA0199.an estimated accuracy of +/- 6 seconds.
 MA0199
 MA0199.The orthometric height was determined by differential leveling
 MA0199.and adjusted by the National Geodetic Survey in June 1991..
 MA0199
 MA0199.The geoid height was determined by GEOID03.
 MA0199
 MA0199.The dynamic height is computed by dividing the NAVD 88
 MA0199.geopotential number by the normal gravity value computed on the
 MA0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0199.degrees latitude (g = 980.6199 gals.).
 MA0199
 MA0199.The modeled gravity was interpolated from observed gravity values.
 MA0199
 MA0199;                    North         East    Units  Estimated Accuracy
 MA0199;SPC PA N     -   124,340.      545,830.      MT  (+/- 180 meters Scaled)
 MA0199
 MA0199                          SUPERSEDED SURVEY CONTROL
 MA0199
 MA0199  NGVD 29 (??/??/92)  332.945  (m)         1092.34   (f) ADJ UNCH    2 0
 MA0199
 MA0199.Superseded values are not recommended for survey control.
 MA0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0199.See file dsdata.txt to determine how the superseded data were derived.
 MA0199
 MA0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF180736(NAD 83)
 MA0199_MARKER: B = BOLT
 MA0199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0199_SP_SET: ABUTMENT
 MA0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0199
 MA0199  HISTORY     - Date     Condition        Report By
 MA0199  HISTORY     - UNK      MONUMENTED       PRR
 MA0199  HISTORY     - 1934     GOOD             NGS
 MA0199
 MA0199                          STATION DESCRIPTION
 MA0199
 MA0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0199'3.3 MI E FROM CALEDONIA.
 MA0199'ABOUT 3.3 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0199'CALEDONIA, ELK COUNTY, AT MEDIX RUN, ABOUT 1,140 FEET EAST OF
 MA0199'MILEPOST 20, AT BRIDGE 90.21, IN THE TOP OF THE SOUTH END OF THE
 MA0199'EAST STONE ABUTMENT, 15 FEET SOUTH OF THE CENTER LINE OF THE
 MA0199'TRACK, AND ABOUT LEVEL WITH THE TOP OF THE RAIL.  A COPPER BOLT,
 MA0199'MARKED WITH THE CHISELED LETTERS BM 100.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1465 ***********************************************************************
 KX1465  DESIGNATION -  100
 KX1465  PID         -  KX1465
 KX1465  STATE/COUNTY-  PA/ALLEGHENY
 KX1465  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1465
 KX1465                         *CURRENT SURVEY CONTROL
 KX1465  ___________________________________________________________________
 KX1465* NAD 83(1986)-  40 26 40.     (N)    079 59 44.     (W)     SCALED    
 KX1465* NAVD 88     -       226.667  (meters)     743.66   (feet)  ADJUSTED  
 KX1465  ___________________________________________________________________
 KX1465  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 KX1465  DYNAMIC HT  -         226.550 (meters)     743.27  (feet)  COMP
 KX1465  MODELED GRAV-     980,102.3   (mgal)                       NAVD 88
 KX1465
 KX1465  VERT ORDER  -  FIRST     CLASS II
 KX1465
 KX1465.The horizontal coordinates were scaled from a topographic map and have
 KX1465.an estimated accuracy of +/- 6 seconds.
 KX1465
 KX1465.The orthometric height was determined by differential leveling
 KX1465.and adjusted by the National Geodetic Survey in June 1991..
 KX1465
 KX1465.The geoid height was determined by GEOID03.
 KX1465
 KX1465.The dynamic height is computed by dividing the NAVD 88
 KX1465.geopotential number by the normal gravity value computed on the
 KX1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1465.degrees latitude (g = 980.6199 gals.).
 KX1465
 KX1465.The modeled gravity was interpolated from observed gravity values.
 KX1465
 KX1465;                    North         East    Units  Estimated Accuracy
 KX1465;SPC PA S     -   125,790.      409,520.      MT  (+/- 180 meters Scaled)
 KX1465
 KX1465                          SUPERSEDED SURVEY CONTROL
 KX1465
 KX1465  NGVD 29 (??/??/92)  226.832  (m)          744.20   (f) ADJ UNCH    1 2
 KX1465
 KX1465.Superseded values are not recommended for survey control.
 KX1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1465.See file dsdata.txt to determine how the superseded data were derived.
 KX1465
 KX1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE851775(NAD 83)
 KX1465_MARKER: Q = CHISELED SQUARE
 KX1465_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1465_SP_SET: BUILDING SHELF
 KX1465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1465
 KX1465  HISTORY     - Date     Condition        Report By
 KX1465  HISTORY     - UNK      MONUMENTED       PRR
 KX1465  HISTORY     - 1960     MARK NOT FOUND   NGS
 KX1465
 KX1465                          STATION DESCRIPTION
 KX1465
 KX1465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KX1465'AT PITTSBURGH.
 KX1465'AT PITTSBURGH, ALLEGHENY COUNTY, ABOUT 0.1 MILE WEST ALONG PENN
 KX1465'AVENUE FROM THE PENNSYLVANIA RAILROAD STATION, ON A SHELF AT
 KX1465'THE SOUTHEAST CORNER OF THE NATIONAL CARLOADING CORPORATION
 KX1465'BUILDING, 15 FEET WEST OF AN IRON GATE, AND ABOUT 3 FEET HIGHER
 KX1465'THAN THE GROUND.  A CHISELED SQUARE.  NOTE-- BUILDING HAS BEEN
 KX1465'TORN DOWN AND IS NOT A PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1484 ***********************************************************************
 KX1484  DESIGNATION -  100
 KX1484  PID         -  KX1484
 KX1484  STATE/COUNTY-  PA/ALLEGHENY
 KX1484  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1484
 KX1484                         *CURRENT SURVEY CONTROL
 KX1484  ___________________________________________________________________
 KX1484* NAD 83(1986)-  40 27 33.     (N)    079 54 38.     (W)     SCALED    
 KX1484* NAVD 88     -       277.862  (meters)     911.62   (feet)  ADJUSTED  
 KX1484  ___________________________________________________________________
 KX1484  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 KX1484  DYNAMIC HT  -         277.720 (meters)     911.15  (feet)  COMP
 KX1484  MODELED GRAV-     980,106.3   (mgal)                       NAVD 88
 KX1484
 KX1484  VERT ORDER  -  FIRST     CLASS II
 KX1484
 KX1484.The horizontal coordinates were scaled from a topographic map and have
 KX1484.an estimated accuracy of +/- 6 seconds.
 KX1484
 KX1484.The orthometric height was determined by differential leveling
 KX1484.and adjusted by the National Geodetic Survey in June 1991..
 KX1484
 KX1484.The geoid height was determined by GEOID03.
 KX1484
 KX1484.The dynamic height is computed by dividing the NAVD 88
 KX1484.geopotential number by the normal gravity value computed on the
 KX1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1484.degrees latitude (g = 980.6199 gals.).
 KX1484
 KX1484.The modeled gravity was interpolated from observed gravity values.
 KX1484
 KX1484;                    North         East    Units  Estimated Accuracy
 KX1484;SPC PA S     -   127,250.      416,770.      MT  (+/- 180 meters Scaled)
 KX1484
 KX1484                          SUPERSEDED SURVEY CONTROL
 KX1484
 KX1484  NGVD 29 (??/??/92)  278.022  (m)          912.14   (f) ADJ UNCH    1 2
 KX1484
 KX1484.Superseded values are not recommended for survey control.
 KX1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1484.See file dsdata.txt to determine how the superseded data were derived.
 KX1484
 KX1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE923792(NAD 83)
 KX1484_MARKER: DD = SURVEY DISK
 KX1484_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1484_SP_SET: STEPS
 KX1484_STAMPING: 100
 KX1484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1484
 KX1484  HISTORY     - Date     Condition        Report By
 KX1484  HISTORY     - UNK      MONUMENTED       PA6600
 KX1484  HISTORY     - 1941     GOOD             NGS
 KX1484
 KX1484                          STATION DESCRIPTION
 KX1484
 KX1484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1484'AT PITTSBURGH.
 KX1484'AT PITTSBURGH, ALLEGHENY COUNTY, IN THE EAST LIBERTY SECTION, AND
 KX1484'IN THE STEPS IN FRONT OF A STORE AT THE SOUTHWEST CORNER OF THE
 KX1484'INTERSECTION OF TORRENS AND FRANKTOWN STREETS.  A DEPARTMENT OF
 KX1484'PUBLIC WORKS BRASS DISK, STAMPED 100.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2444 ***********************************************************************
 KV2444  DESIGNATION -  100 EOM USGS
 KV2444  PID         -  KV2444
 KV2444  STATE/COUNTY-  PA/BERKS
 KV2444  USGS QUAD   -  MORGANTOWN (1980)
 KV2444
 KV2444                         *CURRENT SURVEY CONTROL
 KV2444  ___________________________________________________________________
 KV2444* NAD 83(1986)-  40 11 33.     (N)    075 55 22.     (W)     SCALED    
 KV2444* NAVD 88     -       274.075  (meters)     899.19   (feet)  ADJUSTED  
 KV2444  ___________________________________________________________________
 KV2444  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 KV2444  DYNAMIC HT  -         273.925 (meters)     898.70  (feet)  COMP
 KV2444  MODELED GRAV-     980,072.2   (mgal)                       NAVD 88
 KV2444
 KV2444  VERT ORDER  -  SECOND    CLASS 0
 KV2444
 KV2444.The horizontal coordinates were scaled from a topographic map and have
 KV2444.an estimated accuracy of +/- 6 seconds.
 KV2444
 KV2444.The orthometric height was determined by differential leveling
 KV2444.and adjusted by the National Geodetic Survey in June 1991..
 KV2444
 KV2444.The geoid height was determined by GEOID03.
 KV2444
 KV2444.The dynamic height is computed by dividing the NAVD 88
 KV2444.geopotential number by the normal gravity value computed on the
 KV2444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2444.degrees latitude (g = 980.6199 gals.).
 KV2444
 KV2444.The modeled gravity was interpolated from observed gravity values.
 KV2444
 KV2444;                    North         East    Units  Estimated Accuracy
 KV2444;SPC PA S     -    97,010.      755,580.      MT  (+/- 180 meters Scaled)
 KV2444
 KV2444                          SUPERSEDED SURVEY CONTROL
 KV2444
 KV2444  NGVD 29 (??/??/??)  274.312  (m)          899.97   (f) ADJUSTED    2 0
 KV2444
 KV2444.Superseded values are not recommended for survey control.
 KV2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2444.See file dsdata.txt to determine how the superseded data were derived.
 KV2444
 KV2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK214495(NAD 83)
 KV2444_MARKER: DD = SURVEY DISK
 KV2444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2444_STAMPING: 900 100 EOM 1954
 KV2444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2444+STABILITY: SURFACE MOTION
 KV2444
 KV2444  HISTORY     - Date     Condition        Report By
 KV2444  HISTORY     - 1954     MONUMENTED       USGS
 KV2444  HISTORY     - 1960     GOOD             CGS
 KV2444  HISTORY     - 19910713 GOOD             USPSQD
 KV2444
 KV2444                          STATION DESCRIPTION
 KV2444
 KV2444'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2444'3.5 MI NW FROM MORGANTOWN.
 KV2444'ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAY 122 FROM ITS JUNCTION
 KV2444'WITH STATE HIGHWAY 10 AND 23 IN THE CENTER OF MORGANTOWN,
 KV2444'THENCE 2.4 MILES NORTHWEST ALONG AN ASPHALT ROAD, THENCE 0.7
 KV2444'MILE NORTH ALONG AN ASPHALT ROAD, NEAR THE CREST OF A SMALL
 KV2444'WOODED HILL, 19 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWY,
 KV2444'9 1/2 FEET NORTH OF A 6-INCH BEECH TREE PAINTED B M 899-9,
 KV2444'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF
 KV2444'A CONCRETE POST PROJECTING 8 INCHES ABOVE THE LEVEL OF THE
 KV2444'GROUND.
 KV2444
 KV2444                          STATION RECOVERY (1991)
 KV2444
 KV2444'RECOVERY NOTE BY US POWER SQUADRON 1991 (RDF)
 KV2444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0022 ***********************************************************************
 MB0022  DESIGNATION -  1000
 MB0022  PID         -  MB0022
 MB0022  STATE/COUNTY-  PA/CRAWFORD
 MB0022  USGS QUAD   -  HARMONSBURG (1977)
 MB0022
 MB0022                         *CURRENT SURVEY CONTROL
 MB0022  ___________________________________________________________________
 MB0022* NAD 83(1986)-  41 42 55.     (N)    080 21 00.     (W)     SCALED    
 MB0022* NAVD 88     -       304.508  (meters)     999.04   (feet)  ADJUSTED  
 MB0022  ___________________________________________________________________
 MB0022  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 MB0022  DYNAMIC HT  -         304.385 (meters)     998.64  (feet)  COMP
 MB0022  MODELED GRAV-     980,213.0   (mgal)                       NAVD 88
 MB0022
 MB0022  VERT ORDER  -  SECOND    CLASS 0
 MB0022
 MB0022.The horizontal coordinates were scaled from a topographic map and have
 MB0022.an estimated accuracy of +/- 6 seconds.
 MB0022
 MB0022.The orthometric height was determined by differential leveling
 MB0022.and adjusted by the National Geodetic Survey in June 1991..
 MB0022
 MB0022.The geoid height was determined by GEOID03.
 MB0022
 MB0022.The dynamic height is computed by dividing the NAVD 88
 MB0022.geopotential number by the normal gravity value computed on the
 MB0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0022.degrees latitude (g = 980.6199 gals.).
 MB0022
 MB0022.The modeled gravity was interpolated from observed gravity values.
 MB0022
 MB0022;                    North         East    Units  Estimated Accuracy
 MB0022;SPC PA N     -   175,230.      383,670.      MT  (+/- 180 meters Scaled)
 MB0022
 MB0022                          SUPERSEDED SURVEY CONTROL
 MB0022
 MB0022  NGVD 29 (??/??/92)  304.674  (m)          999.58   (f) ADJ UNCH    2 0
 MB0022
 MB0022.Superseded values are not recommended for survey control.
 MB0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0022.See file dsdata.txt to determine how the superseded data were derived.
 MB0022
 MB0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG540183(NAD 83)
 MB0022_MARKER: DD = SURVEY DISK
 MB0022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0022_SP_SET: OVERPASS
 MB0022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0022
 MB0022  HISTORY     - Date     Condition        Report By
 MB0022  HISTORY     - UNK      MONUMENTED       USGS
 MB0022  HISTORY     - 1935     GOOD             NGS
 MB0022
 MB0022                          STATION DESCRIPTION
 MB0022
 MB0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MB0022'0.9 MI N FROM DICKSONBURG.
 MB0022'0.9 MILE NORTH ALONG THE BESSEMER AND LAKE ERIE RAILROAD FROM
 MB0022'THE STATION AT DICKSONBURG, 0.6 MILE SOUTH OF MILEPOST CH 29,
 MB0022'AT A DIRT-ROAD CROSSING, 13 FEET NORTH OF THE CENTERLINE OF THE
 MB0022'ROAD, 33 FEET EAST OF THE EAST RAIL, AT A 45-FOOT SPAN
 MB0022'STEEL-TRUSS OVERPASS, IN THE TOP OF THE NORTHWEST WING WALL,
 MB0022'AND ABOUT LEVEL WITH THE TRACK.  A UNITED STATES GEOLOGICAL
 MB0022'SURVEY STANDARD DISK.  NOTE-- IT WAS REPORTED IN 1935 THAT THIS
 MB0022'DISK WAS PARTLY DESTROYED AND ALL OF THE STAMPING WAS ILLEGIBLE.
 MB0022'IT WAS REPORTED IN JUNE 1961 THAT THE STAMPING WAS ILLEGIBLE
 MB0022'BUT OTHERWISE GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0361 ***********************************************************************
 KY0361  DESIGNATION -  1000
 KY0361  PID         -  KY0361
 KY0361  STATE/COUNTY-  PA/WASHINGTON
 KY0361  USGS QUAD   -  BURGETTSTOWN (1979)
 KY0361
 KY0361                         *CURRENT SURVEY CONTROL
 KY0361  ___________________________________________________________________
 KY0361* NAD 83(1986)-  40 23 10.     (N)    080 23 24.     (W)     SCALED    
 KY0361* NAVD 88     -       304.593  (meters)     999.32   (feet)  ADJUSTED  
 KY0361  ___________________________________________________________________
 KY0361  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KY0361  DYNAMIC HT  -         304.426 (meters)     998.77  (feet)  COMP
 KY0361  MODELED GRAV-     980,069.0   (mgal)                       NAVD 88
 KY0361
 KY0361  VERT ORDER  -  SECOND    CLASS 0
 KY0361
 KY0361.The horizontal coordinates were scaled from a topographic map and have
 KY0361.an estimated accuracy of +/- 6 seconds.
 KY0361
 KY0361.The orthometric height was determined by differential leveling
 KY0361.and adjusted by the National Geodetic Survey in June 1991..
 KY0361
 KY0361.The geoid height was determined by GEOID03.
 KY0361
 KY0361.The dynamic height is computed by dividing the NAVD 88
 KY0361.geopotential number by the normal gravity value computed on the
 KY0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0361.degrees latitude (g = 980.6199 gals.).
 KY0361
 KY0361.The modeled gravity was interpolated from observed gravity values.
 KY0361
 KY0361;                    North         East    Units  Estimated Accuracy
 KY0361;SPC PA S     -   120,250.      375,880.      MT  (+/- 180 meters Scaled)
 KY0361
 KY0361                          SUPERSEDED SURVEY CONTROL
 KY0361
 KY0361  NGVD 29 (??/??/92)  304.740  (m)          999.80   (f) ADJ UNCH    2 0
 KY0361
 KY0361.Superseded values are not recommended for survey control.
 KY0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0361.See file dsdata.txt to determine how the superseded data were derived.
 KY0361
 KY0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE517707(NAD 83)
 KY0361_MARKER: DD = SURVEY DISK
 KY0361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0361_SP_SET: BUILDING
 KY0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0361
 KY0361  HISTORY     - Date     Condition        Report By
 KY0361  HISTORY     - UNK      MONUMENTED       USGS
 KY0361  HISTORY     - 1957     POOR             NGS
 KY0361
 KY0361                          STATION DESCRIPTION
 KY0361
 KY0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0361'AT BURGETTSTOWN.
 KY0361'AT BURGETTSTOWN, ABOUT 0.1 MILE NORTHEAST ALONG MAIN STREET
 KY0361'(STATE HIGHWAY 18) FROM THE POST OFFICE, AT A CURVE IN THE
 KY0361'HIGHWAY WITH TANGENTS EXTENDING NORTHWEST AND SOUTHWEST, SET
 KY0361'VERTICALLY IN THE SOUTHWEST FACE OF A 3-STORY PAINTED BRICK
 KY0361'BUILDING (FORMERLY NATIONAL BANK BUILDING), 7.8 FEET NORTHEAST
 KY0361'OF NORTHEAST CURB OF HIGHWAY LEADING NORTHWEST, 15 1/2 FEET
 KY0361'NORTHWEST OF NORTHWEST CURB OF A STREET LEADING NORTHEAST, 8.6
 KY0361'FEET NORTHEAST OF SOUTH CORNER OF BUILDING, AND 2.2 FEET ABOVE
 KY0361'LEVEL OF SIDE WALK.  NOTE-- ONLY A PORTION OF THE DISK REMAINS
 KY0361'AND NONE OF THE STAMPING IS LEGIBLE.  THE CENTER PART OF SHANK
 KY0361'APPEARS TO BE IN GOOD CONDITION AND PROBABLY HAS NOT BEEN
 KY0361'DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1303 ***********************************************************************
 MA1303  DESIGNATION -  1000.96
 MA1303  PID         -  MA1303
 MA1303  STATE/COUNTY-  PA/VENANGO
 MA1303  USGS QUAD   -  FRANKLIN (1972)
 MA1303
 MA1303                         *CURRENT SURVEY CONTROL
 MA1303  ___________________________________________________________________
 MA1303* NAD 83(1986)-  41 24 12.     (N)    079 48 05.     (W)     SCALED    
 MA1303* NAVD 88     -       299.399  (meters)     982.28   (feet)  ADJUSTED  
 MA1303  ___________________________________________________________________
 MA1303  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 MA1303  DYNAMIC HT  -         299.269 (meters)     981.85  (feet)  COMP
 MA1303  MODELED GRAV-     980,183.3   (mgal)                       NAVD 88
 MA1303
 MA1303  VERT ORDER  -  SECOND    CLASS 0
 MA1303
 MA1303.The horizontal coordinates were scaled from a topographic map and have
 MA1303.an estimated accuracy of +/- 6 seconds.
 MA1303
 MA1303.The orthometric height was determined by differential leveling
 MA1303.and adjusted by the National Geodetic Survey in June 1991..
 MA1303
 MA1303.The geoid height was determined by GEOID03.
 MA1303
 MA1303.The dynamic height is computed by dividing the NAVD 88
 MA1303.geopotential number by the normal gravity value computed on the
 MA1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1303.degrees latitude (g = 980.6199 gals.).
 MA1303
 MA1303.The modeled gravity was interpolated from observed gravity values.
 MA1303
 MA1303;                    North         East    Units  Estimated Accuracy
 MA1303;SPC PA N     -   139,370.      428,490.      MT  (+/- 180 meters Scaled)
 MA1303
 MA1303                          SUPERSEDED SURVEY CONTROL
 MA1303
 MA1303  NGVD 29 (??/??/92)  299.582  (m)          982.88   (f) ADJ UNCH    2 0
 MA1303
 MA1303.Superseded values are not recommended for survey control.
 MA1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1303.See file dsdata.txt to determine how the superseded data were derived.
 MA1303
 MA1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF001842(NAD 83)
 MA1303_MARKER: B = BOLT
 MA1303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1303_SP_SET: SEPARATOR OUTLET
 MA1303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1303
 MA1303  HISTORY     - Date     Condition        Report By
 MA1303  HISTORY     - UNK      MONUMENTED       AOCO
 MA1303  HISTORY     - 1935     GOOD             NGS
 MA1303
 MA1303                          STATION DESCRIPTION
 MA1303
 MA1303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1303'1.6 MI E FROM FRANKLIN.
 MA1303'ABOUT 1.6 MILES EAST ALONG THE ERIE RAILROAD FROM FRANKLIN,
 MA1303'VENANGO COUNTY, ABOUT 200 FEET SOUTH OF AN ATLANTIC REFINING CO.
 MA1303'SEPARATOR, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 MA1303'HEAD WALL OF TH SEPARATOR OUTLET, 4 INCHES SOUTH OF A CHISELED
 MA1303'CROSS, 12 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 0.5 FOOT
 MA1303'HIGHER THAN THE TOP OF THE RAIL.  AN IRON RING BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0120 ***********************************************************************
 KY0120  DESIGNATION -  1001.8
 KY0120  PID         -  KY0120
 KY0120  STATE/COUNTY-  PA/BUTLER
 KY0120  USGS QUAD   -  MARS (1979)
 KY0120
 KY0120                         *CURRENT SURVEY CONTROL
 KY0120  ___________________________________________________________________
 KY0120* NAD 83(1986)-  40 42 21.     (N)    080 00 56.     (W)     SCALED    
 KY0120* NAVD 88     -       305.052  (meters)    1000.82   (feet)  POSTED    
 KY0120  ___________________________________________________________________
 KY0120  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KY0120  DYNAMIC HT  -         304.900 (meters)    1000.33  (feet)  COMP
 KY0120  MODELED GRAV-     980,105.3   (mgal)                       NAVD 88
 KY0120
 KY0120  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KY0120
 KY0120.The horizontal coordinates were scaled from a topographic map and have
 KY0120.an estimated accuracy of +/- 6 seconds.
 KY0120
 KY0120.The orthometric height was determined by differential leveling
 KY0120.and adjusted by the National Geodetic Survey in 1992..
 KY0120.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KY0120.rate of 0.0 thru 1.0 mm/km.
 KY0120
 KY0120.The geoid height was determined by GEOID03.
 KY0120
 KY0120.The dynamic height is computed by dividing the NAVD 88
 KY0120.geopotential number by the normal gravity value computed on the
 KY0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0120.degrees latitude (g = 980.6199 gals.).
 KY0120
 KY0120.The modeled gravity was interpolated from observed gravity values.
 KY0120
 KY0120;                    North         East    Units  Estimated Accuracy
 KY0120;SPC PA S     -   154,850.      408,570.      MT  (+/- 180 meters Scaled)
 KY0120
 KY0120                          SUPERSEDED SURVEY CONTROL
 KY0120
 KY0120  NGVD 29 (??/??/92)  305.196  (m)         1001.30   (f) ADJ UNCH    2 0
 KY0120
 KY0120.Superseded values are not recommended for survey control.
 KY0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0120.See file dsdata.txt to determine how the superseded data were derived.
 KY0120
 KY0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF831065(NAD 83)
 KY0120_MARKER: Q = CHISELED SQUARE
 KY0120_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0120_SP_SET: BRIDGE
 KY0120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0120
 KY0120  HISTORY     - Date     Condition        Report By
 KY0120  HISTORY     - UNK      MONUMENTED       USGS
 KY0120  HISTORY     - 1954     GOOD             NGS
 KY0120  HISTORY     - 20020407 MARK NOT FOUND   INDIV
 KY0120
 KY0120                          STATION DESCRIPTION
 KY0120
 KY0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KY0120'0.8 MI NW FROM MARS.
 KY0120'ABOUT 0.8 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY0120'FROM THE STATION AT MARS, AT CROSSING OF AN
 KY0120'EAST-SOUTHEAST-WEST-NORTHWEST NARROW BLACK TOP ROAD, IN THE TOP
 KY0120'OF THE WEST END OF NORTH HEAD WALL OF 30-FOOT CONCRETE BRIDGE
 KY0120'UNDER ROAD, 149 FEET EAST-SOUTHEAST OF CENTER OF CROSSING OF
 KY0120'ROAD AND EAST TRACK, 136 FEET EAST OF EAST RAIL OF EAST TRACK,
 KY0120'8 1/2 FEET NORTH OF CENTER LINE OF ROAD, 1 3/4 FEET WEST OF
 KY0120'BM J 201, AND ABOUT 5 FEET BELOW LEVEL OF TRACKS.
 KY0120
 KY0120                          STATION RECOVERY (2002)
 KY0120
 KY0120'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MEP)
 KY0120'APPEARS BRIDGE WITH MARK HAS BEEN REPLACED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1302 ***********************************************************************
 MA1302  DESIGNATION -  1003.71
 MA1302  PID         -  MA1302
 MA1302  STATE/COUNTY-  PA/VENANGO
 MA1302  USGS QUAD   -  FRANKLIN (1972)
 MA1302
 MA1302                         *CURRENT SURVEY CONTROL
 MA1302  ___________________________________________________________________
 MA1302* NAD 83(1986)-  41 24 16.     (N)    079 48 08.     (W)     SCALED    
 MA1302* NAVD 88     -       305.748  (meters)    1003.11   (feet)  ADJUSTED  
 MA1302  ___________________________________________________________________
 MA1302  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 MA1302  DYNAMIC HT  -         305.616 (meters)    1002.68  (feet)  COMP
 MA1302  MODELED GRAV-     980,183.6   (mgal)                       NAVD 88
 MA1302
 MA1302  VERT ORDER  -  SECOND    CLASS 0
 MA1302
 MA1302.The horizontal coordinates were scaled from a topographic map and have
 MA1302.an estimated accuracy of +/- 6 seconds.
 MA1302
 MA1302.The orthometric height was determined by differential leveling
 MA1302.and adjusted by the National Geodetic Survey in June 1991..
 MA1302
 MA1302.The geoid height was determined by GEOID03.
 MA1302
 MA1302.The dynamic height is computed by dividing the NAVD 88
 MA1302.geopotential number by the normal gravity value computed on the
 MA1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1302.degrees latitude (g = 980.6199 gals.).
 MA1302
 MA1302.The modeled gravity was interpolated from observed gravity values.
 MA1302
 MA1302;                    North         East    Units  Estimated Accuracy
 MA1302;SPC PA N     -   139,490.      428,420.      MT  (+/- 180 meters Scaled)
 MA1302
 MA1302                          SUPERSEDED SURVEY CONTROL
 MA1302
 MA1302  NGVD 29 (??/??/92)  305.932  (m)         1003.71   (f) ADJ UNCH    2 0
 MA1302
 MA1302.Superseded values are not recommended for survey control.
 MA1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1302.See file dsdata.txt to determine how the superseded data were derived.
 MA1302
 MA1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF001843(NAD 83)
 MA1302_MARKER: Q = CHISELED SQUARE
 MA1302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1302_SP_SET: CRANE BASE
 MA1302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1302
 MA1302  HISTORY     - Date     Condition        Report By
 MA1302  HISTORY     - UNK      MONUMENTED       AOCO
 MA1302  HISTORY     - 1935     GOOD             NGS
 MA1302
 MA1302                          STATION DESCRIPTION
 MA1302
 MA1302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1302'1.9 MI E FROM FRANKLIN.
 MA1302'ABOUT 1.9 MILES EAST ALONG THE U.S. HIGHWAY 62 FROM FRANKLIN,
 MA1302'VENANGO COUNTY, ABOUT 0.4 MILE EAST OF THE ATLANTIC REFINING CO.
 MA1302'POWER PLANT, 68 FEET NORTHWEST OF POLE 1258, 40 FEET WEST OF
 MA1302'STATION 0+84, 67 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 28
 MA1302'FEET SOUTH OF TANK 715, AT AN IRON CRANE WITH A 20-FOOT MAST, ON
 MA1302'THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE, 25 FEET
 MA1302'WEST OF THE CENTER LINE OF A DIRT ROAD LEADING INTO THE REFINERY
 MA1302'YARD, AND ABOUT 2 FEET HIGHER THAN THE GROUND.  A CHISELED
 MA1302'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0752 ***********************************************************************
 LZ0752  DESIGNATION -  1007.2
 LZ0752  PID         -  LZ0752
 LZ0752  STATE/COUNTY-  PA/TIOGA
 LZ0752  USGS QUAD   -  TIADAGHTON (1994)
 LZ0752
 LZ0752                         *CURRENT SURVEY CONTROL
 LZ0752  ___________________________________________________________________
 LZ0752* NAD 83(1986)-  41 39 00.     (N)    077 27 36.     (W)     SCALED    
 LZ0752* NAVD 88     -       306.974  (meters)    1007.13   (feet)  ADJUSTED  
 LZ0752  ___________________________________________________________________
 LZ0752  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 LZ0752  DYNAMIC HT  -         306.835 (meters)    1006.67  (feet)  COMP
 LZ0752  MODELED GRAV-     980,160.2   (mgal)                       NAVD 88
 LZ0752
 LZ0752  VERT ORDER  -  SECOND    CLASS 0
 LZ0752
 LZ0752.The horizontal coordinates were scaled from a topographic map and have
 LZ0752.an estimated accuracy of +/- 6 seconds.
 LZ0752
 LZ0752.The orthometric height was determined by differential leveling
 LZ0752.and adjusted by the National Geodetic Survey in June 1991..
 LZ0752
 LZ0752.The geoid height was determined by GEOID03.
 LZ0752
 LZ0752.The dynamic height is computed by dividing the NAVD 88
 LZ0752.geopotential number by the normal gravity value computed on the
 LZ0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0752.degrees latitude (g = 980.6199 gals.).
 LZ0752
 LZ0752.The modeled gravity was interpolated from observed gravity values.
 LZ0752
 LZ0752;                    North         East    Units  Estimated Accuracy
 LZ0752;SPC PA N     -   164,770.      624,160.      MT  (+/- 180 meters Scaled)
 LZ0752
 LZ0752                          SUPERSEDED SURVEY CONTROL
 LZ0752
 LZ0752  NGVD 29 (??/??/92)  307.114  (m)         1007.59   (f) ADJ UNCH    2 0
 LZ0752
 LZ0752.Superseded values are not recommended for survey control.
 LZ0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0752.See file dsdata.txt to determine how the superseded data were derived.
 LZ0752
 LZ0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM951138(NAD 83)
 LZ0752_MARKER: Q = CHISELED SQUARE
 LZ0752_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0752_SP_SET: SEMAPHORE FOUNDATION
 LZ0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0752
 LZ0752  HISTORY     - Date     Condition        Report By
 LZ0752  HISTORY     - UNK      MONUMENTED       CGS
 LZ0752  HISTORY     - 1934     GOOD             NGS
 LZ0752
 LZ0752                          STATION DESCRIPTION
 LZ0752
 LZ0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0752'0.8 MI N FROM TIADAGHTON.
 LZ0752'ABOUT 0.8 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LZ0752'TIADAGHTON, TIOGA COUNTY, ABOUT 420 FEET SOUTH OF MILEPOST
 LZ0752'L 122, AT SEMAPHORE 1221, ON THE TOP OF THE NORTHWEST CORNER
 LZ0752'OF THE CONCRETE BASE, 8 FEET WEST OF THE WEST RAIL, AND ABOUT
 LZ0752'1 FOOT HIGHER THAN THE TOP OF THE RAIL.  A CHISELED SQUARE,
 LZ0752'MARKED BY THE PAINTED LETTERS B M 1007.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0197 ***********************************************************************
 MA0197  DESIGNATION -  101
 MA0197  PID         -  MA0197
 MA0197  STATE/COUNTY-  PA/ELK
 MA0197  USGS QUAD   -  WEEDVILLE (1986)
 MA0197
 MA0197                         *CURRENT SURVEY CONTROL
 MA0197  ___________________________________________________________________
 MA0197* NAD 83(1986)-  41 17 34.     (N)    078 23 17.     (W)     SCALED    
 MA0197* NAVD 88     -       326.669  (meters)    1071.75   (feet)  ADJUSTED  
 MA0197  ___________________________________________________________________
 MA0197  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 MA0197  DYNAMIC HT  -         326.510 (meters)    1071.22  (feet)  COMP
 MA0197  MODELED GRAV-     980,130.4   (mgal)                       NAVD 88
 MA0197
 MA0197  VERT ORDER  -  SECOND    CLASS 0
 MA0197
 MA0197.The horizontal coordinates were scaled from a topographic map and have
 MA0197.an estimated accuracy of +/- 6 seconds.
 MA0197
 MA0197.The orthometric height was determined by differential leveling
 MA0197.and adjusted by the National Geodetic Survey in June 1991..
 MA0197
 MA0197.The geoid height was determined by GEOID03.
 MA0197
 MA0197.The dynamic height is computed by dividing the NAVD 88
 MA0197.geopotential number by the normal gravity value computed on the
 MA0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0197.degrees latitude (g = 980.6199 gals.).
 MA0197
 MA0197.The modeled gravity was interpolated from observed gravity values.
 MA0197
 MA0197;                    North         East    Units  Estimated Accuracy
 MA0197;SPC PA N     -   125,260.      546,560.      MT  (+/- 180 meters Scaled)
 MA0197
 MA0197                          SUPERSEDED SURVEY CONTROL
 MA0197
 MA0197  NGVD 29 (??/??/92)  326.813  (m)         1072.22   (f) ADJ UNCH    2 0
 MA0197
 MA0197.Superseded values are not recommended for survey control.
 MA0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0197.See file dsdata.txt to determine how the superseded data were derived.
 MA0197
 MA0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF187745(NAD 83)
 MA0197_MARKER: Q = CHISELED SQUARE
 MA0197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0197_SP_SET: CULVERT
 MA0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0197
 MA0197  HISTORY     - Date     Condition        Report By
 MA0197  HISTORY     - UNK      MONUMENTED       CGS
 MA0197  HISTORY     - 1934     GOOD             NGS
 MA0197
 MA0197                          STATION DESCRIPTION
 MA0197
 MA0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0197'4 MI E FROM CALEDONIA.
 MA0197'ABOUT 4.0 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0197'CALEDONIA, ELK COUNTY, AT MEDIX RUN, ABOUT 210 FEET WEST OF
 MA0197'MILEPOST 19, ON THE TOP OF THE NORTH END OF A 9-FOOT STONE ARCH
 MA0197'CULVERT, 15 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT
 MA0197'7 FEET LOWER THAN THE TOP OF THE RAIL.  A CHISELED SQUARE,
 MA0197'MARKED BY THE CHISELED LETTERS BM 101.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0227 ***********************************************************************
 KX0227  DESIGNATION -  101
 KX0227  PID         -  KX0227
 KX0227  STATE/COUNTY-  PA/HUNTINGDON
 KX0227  USGS QUAD   -  ALEXANDRIA (1994)
 KX0227
 KX0227                         *CURRENT SURVEY CONTROL
 KX0227  ___________________________________________________________________
 KX0227* NAD 83(1986)-  40 33 02.     (N)    078 06 04.     (W)     SCALED    
 KX0227* NAVD 88     -       221.608  (meters)     727.06   (feet)  ADJUSTED  
 KX0227  ___________________________________________________________________
 KX0227  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KX0227  DYNAMIC HT  -         221.496 (meters)     726.69  (feet)  COMP
 KX0227  MODELED GRAV-     980,118.4   (mgal)                       NAVD 88
 KX0227
 KX0227  VERT ORDER  -  SECOND    CLASS 0
 KX0227
 KX0227.The horizontal coordinates were scaled from a topographic map and have
 KX0227.an estimated accuracy of +/- 6 seconds.
 KX0227
 KX0227.The orthometric height was determined by differential leveling
 KX0227.and adjusted by the National Geodetic Survey in June 1991..
 KX0227
 KX0227.The geoid height was determined by GEOID03.
 KX0227
 KX0227.The dynamic height is computed by dividing the NAVD 88
 KX0227.geopotential number by the normal gravity value computed on the
 KX0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0227.degrees latitude (g = 980.6199 gals.).
 KX0227
 KX0227.The modeled gravity was interpolated from observed gravity values.
 KX0227
 KX0227;                    North         East    Units  Estimated Accuracy
 KX0227;SPC PA S     -   135,210.      570,260.      MT  (+/- 180 meters Scaled)
 KX0227
 KX0227                          SUPERSEDED SURVEY CONTROL
 KX0227
 KX0227  NGVD 29 (??/??/92)  221.807  (m)          727.71   (f) ADJ UNCH    2 0
 KX0227
 KX0227.Superseded values are not recommended for survey control.
 KX0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0227.See file dsdata.txt to determine how the superseded data were derived.
 KX0227
 KX0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE454929(NAD 83)
 KX0227_MARKER: DD = SURVEY DISK
 KX0227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0227_SP_SET: BRIDGE
 KX0227_STAMPING: 101 JWM 728 USGS 1961
 KX0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0227
 KX0227  HISTORY     - Date     Condition        Report By
 KX0227  HISTORY     - 1961     MONUMENTED       PADT
 KX0227  HISTORY     - 1967     GOOD             NGS
 KX0227  HISTORY     - 19970630 GOOD             USPSQD
 KX0227  HISTORY     - 20041108 MARK NOT FOUND   USPSQD
 KX0227
 KX0227                          STATION DESCRIPTION
 KX0227
 KX0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0227'8.2 MI NW FROM HUNTINGDON.
 KX0227'ABOUT 8.2 MILES NORTHWEST ALONG U.S. HIGHWAY 22 FROM THE BRIDGE
 KX0227'OVER THE JUNIATA RIVER IN HUNTINGDON, 0.1 MILE NORTHWEST OF
 KX0227'THE JUNCTION OF STATE HIGHWAY 305, SET IN THE TOP OF THE
 KX0227'NORTHWEST WINGWALL OF A BRIDGE, 28 FEET SOUTHWEST OF THE
 KX0227'CENTERLINE OF HIGHWAY AND IS ABOUT LEVEL WITH THE HIGHWAY.
 KX0227
 KX0227                          STATION RECOVERY (1997)
 KX0227
 KX0227'RECOVERY NOTE BY US POWER SQUADRON 1997
 KX0227'RECOVERED IN GOOD CONDITION.
 KX0227
 KX0227                          STATION RECOVERY (2004)
 KX0227
 KX0227'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPP)
 KX0227'THE BRIDGE HAS BEEN REPLACED WITH A CONCRETE BOX CULVERT.  THERE IS A
 KX0227'PA DOT BM IN THE NORTHWEST WINGWALL OF THE CULVERT ABOUT 7 FEET LOWER
 KX0227'THAN THE HIGHWAY.  ELEVATION 722.04
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1489 ***********************************************************************
 KX1489  DESIGNATION -  101
 KX1489  PID         -  KX1489
 KX1489  STATE/COUNTY-  PA/ALLEGHENY
 KX1489  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1489
 KX1489                         *CURRENT SURVEY CONTROL
 KX1489  ___________________________________________________________________
 KX1489* NAD 83(1986)-  40 27 29.     (N)    079 54 23.     (W)     SCALED    
 KX1489* NAVD 88     -       275.531  (meters)     903.97   (feet)  ADJUSTED  
 KX1489  ___________________________________________________________________
 KX1489  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 KX1489  DYNAMIC HT  -         275.390 (meters)     903.51  (feet)  COMP
 KX1489  MODELED GRAV-     980,106.4   (mgal)                       NAVD 88
 KX1489
 KX1489  VERT ORDER  -  FIRST     CLASS II
 KX1489
 KX1489.The horizontal coordinates were scaled from a topographic map and have
 KX1489.an estimated accuracy of +/- 6 seconds.
 KX1489
 KX1489.The orthometric height was determined by differential leveling
 KX1489.and adjusted by the National Geodetic Survey in June 1991..
 KX1489
 KX1489.The geoid height was determined by GEOID03.
 KX1489
 KX1489.The dynamic height is computed by dividing the NAVD 88
 KX1489.geopotential number by the normal gravity value computed on the
 KX1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1489.degrees latitude (g = 980.6199 gals.).
 KX1489
 KX1489.The modeled gravity was interpolated from observed gravity values.
 KX1489
 KX1489;                    North         East    Units  Estimated Accuracy
 KX1489;SPC PA S     -   127,120.      417,120.      MT  (+/- 180 meters Scaled)
 KX1489
 KX1489                          SUPERSEDED SURVEY CONTROL
 KX1489
 KX1489  NGVD 29 (??/??/92)  275.691  (m)          904.50   (f) ADJ UNCH    1 2
 KX1489
 KX1489.Superseded values are not recommended for survey control.
 KX1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1489.See file dsdata.txt to determine how the superseded data were derived.
 KX1489
 KX1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE927791(NAD 83)
 KX1489_MARKER: DD = SURVEY DISK
 KX1489_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1489_SP_SET: UNDERPASS STONES
 KX1489_STAMPING: BM 101
 KX1489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1489
 KX1489  HISTORY     - Date     Condition        Report By
 KX1489  HISTORY     - UNK      MONUMENTED       PA6600
 KX1489  HISTORY     - 1941     GOOD             NGS
 KX1489
 KX1489                          STATION DESCRIPTION
 KX1489
 KX1489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1489'5.9 MI N FROM BRADDOCK.
 KX1489'ABOUT 5.9 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM
 KX1489'BRADDOCK, ALLEGHENY COUNTY, AT THE FRANKSTOWN AVENUE UNDERPASS,
 KX1489'IN THE TOP OF THE BOTTOM TIER OF STONES, 30 FEET SOUTH OF THE
 KX1489'CENTER LINE OF FRANKSTOWN AVENUE, 43 FEET WEST OF THE CENTER
 KX1489'LINE OF LA SCHALL STREET, AND ABOUT 18 FEET LOWER THAN THE RAIL.
 KX1489'A DEPARTMENT OF PUBLIC WORKS BRONZE DISK, STAMPED B.M. 101.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1309 ***********************************************************************
 KX1309  DESIGNATION -  101 A
 KX1309  PID         -  KX1309
 KX1309  STATE/COUNTY-  PA/ALLEGHENY
 KX1309  USGS QUAD   -  GLASSPORT (1988)
 KX1309
 KX1309                         *CURRENT SURVEY CONTROL
 KX1309  ___________________________________________________________________
 KX1309* NAD 83(1986)-  40 16 55.     (N)    079 52 51.     (W)     SCALED    
 KX1309* NAVD 88     -       229.234  (meters)     752.08   (feet)  ADJUSTED  
 KX1309  ___________________________________________________________________
 KX1309  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KX1309  DYNAMIC HT  -         229.111 (meters)     751.67  (feet)  COMP
 KX1309  MODELED GRAV-     980,086.3   (mgal)                       NAVD 88
 KX1309
 KX1309  VERT ORDER  -  FIRST     CLASS II
 KX1309
 KX1309.The horizontal coordinates were scaled from a topographic map and have
 KX1309.an estimated accuracy of +/- 6 seconds.
 KX1309
 KX1309.The orthometric height was determined by differential leveling
 KX1309.and adjusted by the National Geodetic Survey in June 1991..
 KX1309
 KX1309.The geoid height was determined by GEOID03.
 KX1309
 KX1309.The dynamic height is computed by dividing the NAVD 88
 KX1309.geopotential number by the normal gravity value computed on the
 KX1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1309.degrees latitude (g = 980.6199 gals.).
 KX1309
 KX1309.The modeled gravity was interpolated from observed gravity values.
 KX1309
 KX1309;                    North         East    Units  Estimated Accuracy
 KX1309;SPC PA S     -   107,520.      418,820.      MT  (+/- 180 meters Scaled)
 KX1309
 KX1309                          SUPERSEDED SURVEY CONTROL
 KX1309
 KX1309  NGVD 29 (??/??/92)  229.404  (m)          752.64   (f) ADJ UNCH    1 2
 KX1309
 KX1309.Superseded values are not recommended for survey control.
 KX1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1309.See file dsdata.txt to determine how the superseded data were derived.
 KX1309
 KX1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE951596(NAD 83)
 KX1309_MARKER: DD = SURVEY DISK
 KX1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1309_STAMPING: 101 A
 KX1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1309+STABILITY: SURFACE MOTION
 KX1309
 KX1309  HISTORY     - Date     Condition        Report By
 KX1309  HISTORY     - UNK      MONUMENTED       DOD
 KX1309  HISTORY     - 1941     GOOD             NGS
 KX1309  HISTORY     - 1983     MARK NOT FOUND   NGS
 KX1309
 KX1309                          STATION DESCRIPTION
 KX1309
 KX1309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1309'0.9 MI S FROM CLAIRTON.
 KX1309'0.9 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION AT
 KX1309'CLAIRTON, 100 FEET WEST OF THE RIVER LIGHT, AT THE CROSSING OF
 KX1309'STATE HIGHWAY 837, 31.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 KX1309'THE SOUTHEAST MAIN TRACK, 20 FEET EAST OF THE EAST CORNER OF THE
 KX1309'YARD OFFICE, AND 36 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 KX1309'SIDETRACK.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK,
 KX1309'STAMPED 101 A AND SET IN THE TOP OF A CONCRETE POST.
 KX1309
 KX1309                          STATION RECOVERY (1983)
 KX1309
 KX1309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1309'NOT RECOVERED, THE DESCRIPTION IS INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0759 ***********************************************************************
 KX0759  CBN         -  This is a Cooperative Base Network Control Station.
 KX0759  DESIGNATION -  101 USGS
 KX0759  PID         -  KX0759
 KX0759  STATE/COUNTY-  PA/CLEARFIELD
 KX0759  USGS QUAD   -  BARNESBORO (1984)
 KX0759
 KX0759                         *CURRENT SURVEY CONTROL
 KX0759  ___________________________________________________________________
 KX0759* NAD 83(1992)-  40 44 04.73154(N)    078 47 46.45854(W)     ADJUSTED  
 KX0759* NAVD 88     -       415.552  (meters)    1363.36   (feet)  ADJUSTED  
 KX0759  ___________________________________________________________________
 KX0759  X           -     940,437.482 (meters)                     COMP
 KX0759  Y           -  -4,747,920.383 (meters)                     COMP
 KX0759  Z           -   4,140,388.873 (meters)                     COMP
 KX0759  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 KX0759  ELLIP HEIGHT-         383.02  (meters)          (03/28/01) GPS OBS
 KX0759  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KX0759  DYNAMIC HT  -         415.322 (meters)    1362.60  (feet)  COMP
 KX0759  MODELED GRAV-     980,060.7   (mgal)                       NAVD 88
 KX0759
 KX0759  HORZ ORDER  -  A
 KX0759  VERT ORDER  -  SECOND    CLASS 0
 KX0759  ELLP ORDER  -  THIRD     CLASS II
 KX0759
 KX0759.The horizontal coordinates were established by GPS observations
 KX0759.and adjusted by the National Geodetic Survey in March 2001..
 KX0759
 KX0759.The orthometric height was determined by differential leveling
 KX0759.and adjusted by the National Geodetic Survey in June 1991..
 KX0759
 KX0759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KX0759
 KX0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX0759
 KX0759.The ellipsoidal height was determined by GPS observations
 KX0759.and is referenced to NAD 83.
 KX0759
 KX0759.The geoid height was determined by GEOID03.
 KX0759
 KX0759.The dynamic height is computed by dividing the NAVD 88
 KX0759.geopotential number by the normal gravity value computed on the
 KX0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0759.degrees latitude (g = 980.6199 gals.).
 KX0759
 KX0759.The modeled gravity was interpolated from observed gravity values.
 KX0759
 KX0759;                    North         East     Units Scale Factor Converg.
 KX0759;SPC PA N     -    63,610.723   511,622.189   MT  1.00002732   -0 41 31.7
 KX0759;SPC PA N     -   208,696.18  1,678,547.13   sFT  1.00002732   -0 41 31.7
 KX0759;UTM  17      - 4,511,637.068   686,087.923   MT  1.00002624   +1 26 18.6
 KX0759
 KX0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX0759!SPC PA N     -   0.99993992  x   1.00002732  =   0.99996724
 KX0759!UTM  17      -   0.99993992  x   1.00002624  =   0.99996616
 KX0759
 KX0759                          SUPERSEDED SURVEY CONTROL
 KX0759
 KX0759  NAVD 88 (03/28/01)  415.55   (m)         1363.4    (f) LEVELING    3  
 KX0759  NGVD 29 (??/??/92)  415.705  (m)         1363.86   (f) ADJ UNCH    2 0
 KX0759
 KX0759.Superseded values are not recommended for survey control.
 KX0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0759.See file dsdata.txt to determine how the superseded data were derived.
 KX0759
 KX0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF8608811637(NAD 83)
 KX0759_MARKER: DD = SURVEY DISK
 KX0759_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0759_SP_SET: WINGWALL OF BRIDGE
 KX0759_STAMPING: USGS 101 FPV 1958
 KX0759_MARK LOGO: PADH  
 KX0759_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX0759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX0759+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2001
 KX0759
 KX0759  HISTORY     - Date     Condition        Report By
 KX0759  HISTORY     - 1958     MONUMENTED       PADH
 KX0759  HISTORY     - 1967     GOOD             NGS
 KX0759  HISTORY     - 1974     GOOD             PADT
 KX0759  HISTORY     - 20000410 GOOD             PADT
 KX0759  HISTORY     - 20001001 GOOD             PADT
 KX0759  HISTORY     - 20010201 GOOD             PADT
 KX0759
 KX0759                          STATION DESCRIPTION
 KX0759
 KX0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0759'0.8 MI N FROM CHERRY TREE.
 KX0759'0.8 MILE NORTH ALONG U.S. HIGHWAY 219 FROM THE JUNCTION OF
 KX0759'U.S. HIGHWAY 219 AND STATE HIGHWAY 580 AT CHERRY TREE, SET IN
 KX0759'THE SOUTH WINGWALL OF A BRIDGE, 45.0 FEET SOUTHWEST OF THE
 KX0759'APPROXIMATE CENTERLINE OF SIDE ROAD, 18.0 FEET SOUTHEAST OF
 KX0759'THE CENTERLINE OF HIGHWAY 219, 1.8 FEET WEST OF A WITNESS POST
 KX0759'AND ABOUT LEVEL WITH HIGHWAY 219.
 KX0759
 KX0759                          STATION RECOVERY (1974)
 KX0759
 KX0759'RECOVERY NOTE BY PA DEPT OF TRANSP 1974
 KX0759'RECOVERED IN GOOD CONDITION.
 KX0759
 KX0759                          STATION RECOVERY (2000)
 KX0759
 KX0759'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (DBP)
 KX0759'THE STATION IS LOACTED 0.8 MI (1.3 KM) NORTH ALONG US ROUTE 219 FROM
 KX0759'THE INTERSECTION OF US ROUTE 219 AND STATE ROUTE 580 IN CHERRY
 KX0759'TREE.
 KX0759' 
 KX0759'THE STATION IS ON THE SOUTHEAST WINGWALL OF A BRIDGE FOR US
 KX0759'ROUTE 219, 45 FT (13.7 M) SOUTHWEST OF CENTERLINE OF A SIDE ROAD, 18
 KX0759'FT (5.5 M) SOUTHEAST OF THE CENTERLINE FOR US ROUTE 219, 1.8 FT (0.5
 KX0759'M)
 KX0759'WEST OF A WITNESS POST AND ABOT LEVEL WITH THE ROADWAY.
 KX0759' 
 KX0759'OWNERSHIP IS THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION,
 KX0759'1924-30 DAISY STREET, CLEARFIELD, PA 16830, (814) 765-0484.
 KX0759' 
 KX0759' 
 KX0759'
 KX0759
 KX0759                          STATION RECOVERY (2000)
 KX0759
 KX0759'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (CH)
 KX0759'RECOVERED AS DESCRIBED
 KX0759'
 KX0759
 KX0759                          STATION RECOVERY (2001)
 KX0759
 KX0759'RECOVERY NOTE BY PA DEPT OF TRANSP 2001
 KX0759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1680 ***********************************************************************
 KX1680  DESIGNATION -  1010
 KX1680  PID         -  KX1680
 KX1680  STATE/COUNTY-  PA/BLAIR
 KX1680  USGS QUAD   -  HOLLIDAYSBURG (1981)
 KX1680
 KX1680                         *CURRENT SURVEY CONTROL
 KX1680  ___________________________________________________________________
 KX1680* NAD 83(1986)-  40 25 48.     (N)    078 23 32.     (W)     SCALED    
 KX1680* NAVD 88     -       307.915  (meters)    1010.22   (feet)  ADJUSTED  
 KX1680  ___________________________________________________________________
 KX1680  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KX1680  DYNAMIC HT  -         307.753 (meters)    1009.69  (feet)  COMP
 KX1680  MODELED GRAV-     980,093.2   (mgal)                       NAVD 88
 KX1680
 KX1680  VERT ORDER  -  SECOND    CLASS 0
 KX1680
 KX1680.The horizontal coordinates were scaled from a topographic map and have
 KX1680.an estimated accuracy of +/- 6 seconds.
 KX1680
 KX1680.The orthometric height was determined by differential leveling
 KX1680.and adjusted by the National Geodetic Survey in June 1991..
 KX1680
 KX1680.The geoid height was determined by GEOID03.
 KX1680
 KX1680.The dynamic height is computed by dividing the NAVD 88
 KX1680.geopotential number by the normal gravity value computed on the
 KX1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1680.degrees latitude (g = 980.6199 gals.).
 KX1680
 KX1680.The modeled gravity was interpolated from observed gravity values.
 KX1680
 KX1680;                    North         East    Units  Estimated Accuracy
 KX1680;SPC PA S     -   121,970.      545,510.      MT  (+/- 180 meters Scaled)
 KX1680
 KX1680                          SUPERSEDED SURVEY CONTROL
 KX1680
 KX1680  NGVD 29 (??/??/92)  308.082  (m)         1010.77   (f) ADJ UNCH    2 0
 KX1680
 KX1680.Superseded values are not recommended for survey control.
 KX1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1680.See file dsdata.txt to determine how the superseded data were derived.
 KX1680
 KX1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE212787(NAD 83)
 KX1680_MARKER: DD = SURVEY DISK
 KX1680_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1680_SP_SET: WALL
 KX1680_STAMPING: 1010 HARRISBURG
 KX1680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1680_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KX1680+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 KX1680
 KX1680  HISTORY     - Date     Condition        Report By
 KX1680  HISTORY     - UNK      MONUMENTED       USGS
 KX1680  HISTORY     - 1966     GOOD             NGS
 KX1680  HISTORY     - 1966     GOOD             USGS
 KX1680  HISTORY     - 19970806 GOOD             USPSQD
 KX1680  HISTORY     - 20060910 GOOD             GEOCAC
 KX1680
 KX1680                          STATION DESCRIPTION
 KX1680
 KX1680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX1680'AT HOLLIDAYSBURG.
 KX1680'AT HOLLIDAYSBURG, BLAIR COUNTY, AT THE COUNTY COURTHOUSE, IN THE
 KX1680'SOUTHEAST CORNER OF THE STONE WALL, 27 FEET EAST OF THE EAST
 KX1680'DOOR OF THE SOUTH ENTRANCE, AND ABOUT 2 1/2 FEET ABOVE THE
 KX1680'SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 KX1680'STAMPED 1010 HARRISBURG AND SET VERTICALLY.
 KX1680
 KX1680                          STATION RECOVERY (1966)
 KX1680
 KX1680'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KX1680'RECOVERED IN GOOD CONDITION.
 KX1680
 KX1680                          STATION RECOVERY (1997)
 KX1680
 KX1680'RECOVERY NOTE BY US POWER SQUADRON 1997
 KX1680'RECOVERED IN GOOD CONDITION.
 KX1680
 KX1680                          STATION RECOVERY (2006)
 KX1680
 KX1680'RECOVERY NOTE BY GEOCACHING 2006 (APC)
 KX1680'STATION DISK IS LOCATED ON COURTHOUSE BUILDING AS DESCRIBED, NOT ON
 KX1680'STONE WALL SURROUNDING THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0401 ***********************************************************************
 LZ0401  DESIGNATION -  1010.57
 LZ0401  PID         -  LZ0401
 LZ0401  STATE/COUNTY-  PA/LYCOMING
 LZ0401  USGS QUAD   -  BODINES (1973)
 LZ0401
 LZ0401                         *CURRENT SURVEY CONTROL
 LZ0401  ___________________________________________________________________
 LZ0401* NAD 83(1986)-  41 29 21.     (N)    076 56 10.     (W)     SCALED    
 LZ0401* NAVD 88     -       308.038  (meters)    1010.62   (feet)  ADJUSTED  
 LZ0401  ___________________________________________________________________
 LZ0401  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 LZ0401  DYNAMIC HT  -         307.902 (meters)    1010.18  (feet)  COMP
 LZ0401  MODELED GRAV-     980,174.4   (mgal)                       NAVD 88
 LZ0401
 LZ0401  VERT ORDER  -  SECOND    CLASS 0
 LZ0401
 LZ0401.The horizontal coordinates were scaled from a topographic map and have
 LZ0401.an estimated accuracy of +/- 6 seconds.
 LZ0401
 LZ0401.The orthometric height was determined by differential leveling
 LZ0401.and adjusted by the National Geodetic Survey in June 1991..
 LZ0401
 LZ0401.The geoid height was determined by GEOID03.
 LZ0401
 LZ0401.The dynamic height is computed by dividing the NAVD 88
 LZ0401.geopotential number by the normal gravity value computed on the
 LZ0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0401.degrees latitude (g = 980.6199 gals.).
 LZ0401
 LZ0401.The modeled gravity was interpolated from observed gravity values.
 LZ0401
 LZ0401;                    North         East    Units  Estimated Accuracy
 LZ0401;SPC PA N     -   147,190.      667,960.      MT  (+/- 180 meters Scaled)
 LZ0401
 LZ0401                          SUPERSEDED SURVEY CONTROL
 LZ0401
 LZ0401  NGVD 29 (??/??/92)  308.219  (m)         1011.22   (f) ADJ UNCH    2 0
 LZ0401
 LZ0401.Superseded values are not recommended for survey control.
 LZ0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0401.See file dsdata.txt to determine how the superseded data were derived.
 LZ0401
 LZ0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL383948(NAD 83)
 LZ0401_MARKER: Q = CHISELED SQUARE
 LZ0401_SETTING: 80 = SET IN A BOULDER
 LZ0401_SP_SET: BOULDER
 LZ0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0401+STABILITY: SURFACE MOTION
 LZ0401
 LZ0401  HISTORY     - Date     Condition        Report By
 LZ0401  HISTORY     - UNK      MONUMENTED       USGS
 LZ0401  HISTORY     - 1934     GOOD             NGS
 LZ0401
 LZ0401                          STATION DESCRIPTION
 LZ0401
 LZ0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0401'2.5 MI E FROM MARSH HILL JUNCTION.
 LZ0401'ABOUT 2.5 MILES EAST ALONG THE SUSQUEHANNA AND NEW YORK RAILROAD
 LZ0401'FROM MARSH HILL JUNCTION, LYCOMING COUNTY, ABOUT 20 FEET NORTH
 LZ0401'OF MILEPOST 41, ON A LARGE BOULDER, AND 10 FEET NORTH OF THE
 LZ0401'NORTH RAIL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0434 ***********************************************************************
 KY0434  DESIGNATION -  1011
 KY0434  PID         -  KY0434
 KY0434  STATE/COUNTY-  PA/WASHINGTON
 KY0434  USGS QUAD   -  WASHINGTON WEST (1969)
 KY0434
 KY0434                         *CURRENT SURVEY CONTROL
 KY0434  ___________________________________________________________________
 KY0434* NAD 83(1986)-  40 09 00.     (N)    080 21 43.     (W)     SCALED    
 KY0434* NAVD 88     -       308.132  (meters)    1010.93   (feet)  ADJUSTED  
 KY0434  ___________________________________________________________________
 KY0434  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KY0434  DYNAMIC HT  -         307.955 (meters)    1010.35  (feet)  COMP
 KY0434  MODELED GRAV-     980,043.0   (mgal)                       NAVD 88
 KY0434
 KY0434  VERT ORDER  -  SECOND    CLASS 0
 KY0434
 KY0434.The horizontal coordinates were scaled from a topographic map and have
 KY0434.an estimated accuracy of +/- 6 seconds.
 KY0434
 KY0434.The orthometric height was determined by differential leveling
 KY0434.and adjusted by the National Geodetic Survey in June 1991..
 KY0434
 KY0434.The geoid height was determined by GEOID03.
 KY0434
 KY0434.The dynamic height is computed by dividing the NAVD 88
 KY0434.geopotential number by the normal gravity value computed on the
 KY0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0434.degrees latitude (g = 980.6199 gals.).
 KY0434
 KY0434.The modeled gravity was interpolated from observed gravity values.
 KY0434
 KY0434;                    North         East    Units  Estimated Accuracy
 KY0434;SPC PA S     -    93,970.      377,480.      MT  (+/- 180 meters Scaled)
 KY0434
 KY0434                          SUPERSEDED SURVEY CONTROL
 KY0434
 KY0434  NGVD 29 (??/??/92)  308.272  (m)         1011.39   (f) ADJ UNCH    2 0
 KY0434
 KY0434.Superseded values are not recommended for survey control.
 KY0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0434.See file dsdata.txt to determine how the superseded data were derived.
 KY0434
 KY0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE543446(NAD 83)
 KY0434_MARKER: DD = SURVEY DISK
 KY0434_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0434_SP_SET: BRIDGE
 KY0434_STAMPING: PITTS 1011
 KY0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0434
 KY0434  HISTORY     - Date     Condition        Report By
 KY0434  HISTORY     - UNK      MONUMENTED       USGS
 KY0434  HISTORY     - 1957     GOOD             NGS
 KY0434
 KY0434                          STATION DESCRIPTION
 KY0434
 KY0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0434'0.6 MI E FROM TAYLORSTOWN.
 KY0434'ABOUT 0.6 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY0434'FROM ITS STATION AT TAYLORSTOWN, BETWEEN MILEAGE POLES 42 + 22 AND
 KY0434'42 + 23, ON TOP OF THE NORTHEAST END OF THE STONE MASONRY BRIDGE
 KY0434'SEAT OF SOUTHEAST CONCRETE AND STONE ABUTMENT OF BRIDGE NO. 160
 KY0434'OVER A CREEK, 11 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL AND
 KY0434'6 FEET BELOW THE TOP OF RAIL.  NOTE-- MARK IS ALSO 0.1 MILE
 KY0434'NORTHWEST OF THE BALTIMORE AND OHIO RAILROAD OVERPASS OVER STATE
 KY0434'HIGHWAY 221.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1466 ***********************************************************************
 MA1466  DESIGNATION -  1012.00
 MA1466  PID         -  MA1466
 MA1466  STATE/COUNTY-  PA/VENANGO
 MA1466  USGS QUAD   -  OIL CITY (1977)
 MA1466
 MA1466                         *CURRENT SURVEY CONTROL
 MA1466  ___________________________________________________________________
 MA1466* NAD 83(1986)-  41 26 37.     (N)    079 42 09.     (W)     SCALED    
 MA1466* NAVD 88     -       308.066  (meters)    1010.71   (feet)  ADJUSTED  
 MA1466  ___________________________________________________________________
 MA1466  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 MA1466  DYNAMIC HT  -         307.934 (meters)    1010.28  (feet)  COMP
 MA1466  MODELED GRAV-     980,187.2   (mgal)                       NAVD 88
 MA1466
 MA1466  VERT ORDER  -  SECOND    CLASS 0
 MA1466
 MA1466.The horizontal coordinates were scaled from a topographic map and have
 MA1466.an estimated accuracy of +/- 6 seconds.
 MA1466
 MA1466.The orthometric height was determined by differential leveling
 MA1466.and adjusted by the National Geodetic Survey in June 1991..
 MA1466
 MA1466.The geoid height was determined by GEOID03.
 MA1466
 MA1466.The dynamic height is computed by dividing the NAVD 88
 MA1466.geopotential number by the normal gravity value computed on the
 MA1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1466.degrees latitude (g = 980.6199 gals.).
 MA1466
 MA1466.The modeled gravity was interpolated from observed gravity values.
 MA1466
 MA1466;                    North         East    Units  Estimated Accuracy
 MA1466;SPC PA N     -   143,650.      436,850.      MT  (+/- 180 meters Scaled)
 MA1466
 MA1466                          SUPERSEDED SURVEY CONTROL
 MA1466
 MA1466  NGVD 29 (??/??/92)  308.247  (m)         1011.31   (f) ADJ UNCH    2 0
 MA1466
 MA1466.Superseded values are not recommended for survey control.
 MA1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1466.See file dsdata.txt to determine how the superseded data were derived.
 MA1466
 MA1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF083888(NAD 83)
 MA1466_MARKER: B = BOLT
 MA1466_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1466_SP_SET: BRIDGE
 MA1466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1466
 MA1466  HISTORY     - Date     Condition        Report By
 MA1466  HISTORY     - UNK      MONUMENTED       PRR
 MA1466  HISTORY     - 1935     GOOD             NGS
 MA1466
 MA1466                          STATION DESCRIPTION
 MA1466
 MA1466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1466'0.8 MI N FROM OIL CITY.
 MA1466'ABOUT 0.8 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA1466'STATION AT OIL CITY, VENANGO COUNTY, AT THE SOUTH END OF BRIDGE
 MA1466'136.70, IN THE TOP OF THE NORTHWEST STONE WING WALL, 15 FEET WEST
 MA1466'OF THE WEST RAIL, AND ABOUT LEVEL WITH THE TRACK.  A COPPER
 MA1466'BOLT MARKED B.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0399 ***********************************************************************
 KY0399  DESIGNATION -  1013
 KY0399  PID         -  KY0399
 KY0399  STATE/COUNTY-  PA/ALLEGHENY
 KY0399  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0399
 KY0399                         *CURRENT SURVEY CONTROL
 KY0399  ___________________________________________________________________
 KY0399* NAD 83(1986)-  40 26 32.     (N)    080 00 15.     (W)     SCALED    
 KY0399* NAVD 88     -       222.159  (meters)     728.87   (feet)  ADJUSTED  
 KY0399  ___________________________________________________________________
 KY0399  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KY0399  DYNAMIC HT  -         222.044 (meters)     728.49  (feet)  COMP
 KY0399  MODELED GRAV-     980,103.3   (mgal)                       NAVD 88
 KY0399
 KY0399  VERT ORDER  -  FIRST     CLASS II
 KY0399
 KY0399.The horizontal coordinates were scaled from a topographic map and have
 KY0399.an estimated accuracy of +/- 6 seconds.
 KY0399
 KY0399.The orthometric height was determined by differential leveling
 KY0399.and adjusted by the National Geodetic Survey in June 1991..
 KY0399
 KY0399.The geoid height was determined by GEOID03.
 KY0399
 KY0399.The dynamic height is computed by dividing the NAVD 88
 KY0399.geopotential number by the normal gravity value computed on the
 KY0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0399.degrees latitude (g = 980.6199 gals.).
 KY0399
 KY0399.The modeled gravity was interpolated from observed gravity values.
 KY0399
 KY0399;                    North         East    Units  Estimated Accuracy
 KY0399;SPC PA S     -   125,570.      408,780.      MT  (+/- 180 meters Scaled)
 KY0399
 KY0399                          SUPERSEDED SURVEY CONTROL
 KY0399
 KY0399  NGVD 29 (??/??/92)  222.325  (m)          729.41   (f) ADJ UNCH    1 2
 KY0399
 KY0399.Superseded values are not recommended for survey control.
 KY0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0399.See file dsdata.txt to determine how the superseded data were derived.
 KY0399
 KY0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE844773(NAD 83)
 KY0399_MARKER: B = BOLT
 KY0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0399+STABILITY: SURFACE MOTION
 KY0399
 KY0399  HISTORY     - Date     Condition        Report By
 KY0399  HISTORY     - UNK      MONUMENTED       PA6600
 KY0399  HISTORY     - 1960     MARK NOT FOUND   NGS
 KY0399  HISTORY     - 20040519 MARK NOT FOUND   USPSQD
 KY0399
 KY0399                          STATION DESCRIPTION
 KY0399
 KY0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0399'AT PITTSBURGH.
 KY0399'AT PITTSBURGH, ABOUT 0.7 MILE WEST ALONG PENN AVENUE FROM THE
 KY0399'PENNSYLVANIA RAILROAD STATION, AT THE NORTHWEST CORNER OF THE
 KY0399'INTERSECTION OF THE AVENUE AND STANWIX STREET, 15 FEET EAST OF
 KY0399'THE ENTRANCE TO THE FELD LINOLEUM CO., 5 FEET NORTH OF THE
 KY0399'CURB, AND BELOW THE SIDEWALK LEVEL.  A COPPER BOLT, SET IN A
 KY0399'CONCRETE MONUMENT.
 KY0399
 KY0399                          STATION RECOVERY (2004)
 KY0399
 KY0399'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 KY0399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1601 ***********************************************************************
 KX1601  DESIGNATION -  1013.80
 KX1601  PID         -  KX1601
 KX1601  STATE/COUNTY-  PA/BUTLER
 KX1601  USGS QUAD   -  BUTLER (1977)
 KX1601
 KX1601                         *CURRENT SURVEY CONTROL
 KX1601  ___________________________________________________________________
 KX1601* NAD 83(1986)-  40 51 23.     (N)    079 53 28.     (W)     SCALED    
 KX1601* NAVD 88     -       308.705  (meters)    1012.81   (feet)  POSTED    
 KX1601  ___________________________________________________________________
 KX1601  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KX1601  DYNAMIC HT  -         308.550 (meters)    1012.30  (feet)  COMP
 KX1601  MODELED GRAV-     980,109.5   (mgal)                       NAVD 88
 KX1601
 KX1601  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KX1601
 KX1601.The horizontal coordinates were scaled from a topographic map and have
 KX1601.an estimated accuracy of +/- 6 seconds.
 KX1601
 KX1601.The orthometric height was determined by differential leveling
 KX1601.and adjusted by the National Geodetic Survey in 1992..
 KX1601.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KX1601.rate of 0.0 thru 1.0 mm/km.
 KX1601
 KX1601.The geoid height was determined by GEOID03.
 KX1601
 KX1601.The dynamic height is computed by dividing the NAVD 88
 KX1601.geopotential number by the normal gravity value computed on the
 KX1601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1601.degrees latitude (g = 980.6199 gals.).
 KX1601
 KX1601.The modeled gravity was interpolated from observed gravity values.
 KX1601
 KX1601;                    North         East    Units  Estimated Accuracy
 KX1601;SPC PA S     -   171,300.      419,490.      MT  (+/- 180 meters Scaled)
 KX1601
 KX1601                          SUPERSEDED SURVEY CONTROL
 KX1601
 KX1601  NGVD 29 (??/??/92)  308.849  (m)         1013.28   (f) ADJ UNCH    1 2
 KX1601
 KX1601.Superseded values are not recommended for survey control.
 KX1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1601.See file dsdata.txt to determine how the superseded data were derived.
 KX1601
 KX1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF934234(NAD 83)
 KX1601_MARKER: Q = CHISELED SQUARE
 KX1601_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1601_SP_SET: FOOTING
 KX1601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1601
 KX1601  HISTORY     - Date     Condition        Report By
 KX1601  HISTORY     - UNK      MONUMENTED       BORR
 KX1601  HISTORY     - 1944     GOOD             NGS
 KX1601
 KX1601                          STATION DESCRIPTION
 KX1601
 KX1601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 KX1601'AT BUTLER.
 KX1601'AT BUTLER, BUTLER COUNTY, ACROSS THE TRACKS FROM THE BAGGAGE
 KX1601'ROOM OF THE BALTIMORE AND OHIO RAILROAD STATION AND IN THE SOUTHWEST
 KX1601'CORNER OF THE NORTHEAST FOOTING OF THE IRON SUPPORT OF THE
 KX1601'OVERHEAD BRIDGE.  A CHISELED SQUARE.  NOTE-- IT IS DOUBTFUL
 KX1601'THAT THIS MARK WAS CORRECTLY IDENTIFIED IN 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0266 ***********************************************************************
 KX0266  DESIGNATION -  1015.534
 KX0266  PID         -  KX0266
 KX0266  STATE/COUNTY-  PA/BEDFORD
 KX0266  USGS QUAD   -  EVERETT EAST (1994)
 KX0266
 KX0266                         *CURRENT SURVEY CONTROL
 KX0266  ___________________________________________________________________
 KX0266* NAD 83(1986)-  40 00 42.     (N)    078 22 16.     (W)     SCALED    
 KX0266* NAVD 88     -       309.850  (meters)    1016.57   (feet)  ADJUSTED  
 KX0266  ___________________________________________________________________
 KX0266  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 KX0266  DYNAMIC HT  -         309.675 (meters)    1015.99  (feet)  COMP
 KX0266  MODELED GRAV-     980,053.2   (mgal)                       NAVD 88
 KX0266
 KX0266  VERT ORDER  -  SECOND    CLASS 0
 KX0266
 KX0266.The horizontal coordinates were scaled from a topographic map and have
 KX0266.an estimated accuracy of +/- 6 seconds.
 KX0266
 KX0266.The orthometric height was determined by differential leveling
 KX0266.and adjusted by the National Geodetic Survey in June 1991..
 KX0266
 KX0266.The geoid height was determined by GEOID03.
 KX0266
 KX0266.The dynamic height is computed by dividing the NAVD 88
 KX0266.geopotential number by the normal gravity value computed on the
 KX0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0266.degrees latitude (g = 980.6199 gals.).
 KX0266
 KX0266.The modeled gravity was interpolated from observed gravity values.
 KX0266
 KX0266;                    North         East    Units  Estimated Accuracy
 KX0266;SPC PA S     -    75,510.      546,970.      MT  (+/- 180 meters Scaled)
 KX0266
 KX0266                          SUPERSEDED SURVEY CONTROL
 KX0266
 KX0266  NGVD 29 (??/??/92)  310.018  (m)         1017.12   (f) ADJ UNCH    2 0
 KX0266
 KX0266.Superseded values are not recommended for survey control.
 KX0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0266.See file dsdata.txt to determine how the superseded data were derived.
 KX0266
 KX0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE243323(NAD 83)
 KX0266_MARKER: DD = SURVEY DISK
 KX0266_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0266_SP_SET: SIDEWALK
 KX0266_STAMPING: HARRISBURG 1015.534
 KX0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0266
 KX0266  HISTORY     - Date     Condition        Report By
 KX0266  HISTORY     - UNK      MONUMENTED       USGS
 KX0266  HISTORY     - 1935     GOOD             NGS
 KX0266
 KX0266                          STATION DESCRIPTION
 KX0266
 KX0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0266'AT EVERETT.
 KX0266'AT EVERETT, BEDFORD COUNTY, AT THE UNION HOTEL, IN THE NORTHEAST
 KX0266'CORNER OF THE FRONT WALL, 41 FEET SOUTH OF THE CENTER LINE OF
 KX0266'MAIN STREET, AND 3 FEET ABOVE THE SIDEWALK.  A UNITED STATES
 KX0266'GEOLOGICAL SURVEY STANDARD DISK, STAMPED HARRISBURG 1015.534 AND
 KX0266'SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0157 ***********************************************************************
 KX0157  DESIGNATION -  1017
 KX0157  PID         -  KX0157
 KX0157  STATE/COUNTY-  PA/CLEARFIELD
 KX0157  USGS QUAD   -  WALLACETON (1993)
 KX0157
 KX0157                         *CURRENT SURVEY CONTROL
 KX0157  ___________________________________________________________________
 KX0157* NAD 83(1986)-  40 59 09.     (N)    078 18 39.     (W)     SCALED    
 KX0157* NAVD 88     -       504.583  (meters)    1655.45   (feet)  ADJUSTED  
 KX0157  ___________________________________________________________________
 KX0157  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KX0157  DYNAMIC HT  -         504.330 (meters)    1654.62  (feet)  COMP
 KX0157  MODELED GRAV-     980,106.9   (mgal)                       NAVD 88
 KX0157
 KX0157  VERT ORDER  -  FIRST     CLASS I
 KX0157
 KX0157.The horizontal coordinates were scaled from a topographic map and have
 KX0157.an estimated accuracy of +/- 6 seconds.
 KX0157
 KX0157.The orthometric height was determined by differential leveling
 KX0157.and adjusted by the National Geodetic Survey in June 1991..
 KX0157
 KX0157.The geoid height was determined by GEOID03.
 KX0157
 KX0157.The dynamic height is computed by dividing the NAVD 88
 KX0157.geopotential number by the normal gravity value computed on the
 KX0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0157.degrees latitude (g = 980.6199 gals.).
 KX0157
 KX0157.The modeled gravity was interpolated from observed gravity values.
 KX0157
 KX0157;                    North         East    Units  Estimated Accuracy
 KX0157;SPC PA N     -    91,120.      552,810.      MT  (+/- 180 meters Scaled)
 KX0157
 KX0157                          SUPERSEDED SURVEY CONTROL
 KX0157
 KX0157  NGVD 29 (??/??/92)  504.742  (m)         1655.97   (f) ADJ UNCH    1 1
 KX0157
 KX0157.Superseded values are not recommended for survey control.
 KX0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0157.See file dsdata.txt to determine how the superseded data were derived.
 KX0157
 KX0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF262406(NAD 83)
 KX0157_MARKER: DD = SURVEY DISK
 KX0157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0157_SP_SET: CULVERT
 KX0157_STAMPING: 1017 1927 1956
 KX0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0157
 KX0157  HISTORY     - Date     Condition        Report By
 KX0157  HISTORY     - 1956     MONUMENTED       USGS
 KX0157  HISTORY     - 1966     GOOD             NGS
 KX0157
 KX0157                          STATION DESCRIPTION
 KX0157
 KX0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0157'8.7 MI SE FROM CLEARFIELD.
 KX0157'ABOUT 4.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 322 FROM THE POST
 KX0157'OFFICE AT CLEARFIELD, THENCE 4.7 MILES SOUTHEAST ALONG THE
 KX0157'CLEARFIELD BRANCH OF THE PENNSYLVANIA RAILROAD, 76 FEET SOUTHEAST
 KX0157'OF THE CROSSING OF THE RAILROAD AND STATE HIGHWAY 970 AT BIGLER,
 KX0157'30 FEET EAST OF THE EAST RAIL OF THE EAST SET OF TRACKS, SET IN
 KX0157'THE TOP OF THE SOUTHWEST END OF A CONCRETE HEAD WALL OF A CULVERT,
 KX0157'17 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 970, 6
 KX0157'FEET EAST OF THE CENTER LINE OF A DIRT ROAD WHICH PARALLELS THE
 KX0157'TRACKS, AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0126 ***********************************************************************
 MA0126  DESIGNATION -  1017.5
 MA0126  PID         -  MA0126
 MA0126  STATE/COUNTY-  PA/CAMERON
 MA0126  USGS QUAD   -  EMPORIUM (1983)
 MA0126
 MA0126                         *CURRENT SURVEY CONTROL
 MA0126  ___________________________________________________________________
 MA0126* NAD 83(1986)-  41 30 24.     (N)    078 13 20.     (W)     SCALED    
 MA0126* NAVD 88     -       310.088  (meters)    1017.35   (feet)  ADJUSTED  
 MA0126  ___________________________________________________________________
 MA0126  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 MA0126  DYNAMIC HT  -         309.960 (meters)    1016.93  (feet)  COMP
 MA0126  MODELED GRAV-     980,203.5   (mgal)                       NAVD 88
 MA0126
 MA0126  VERT ORDER  -  SECOND    CLASS 0
 MA0126
 MA0126.The horizontal coordinates were scaled from a topographic map and have
 MA0126.an estimated accuracy of +/- 6 seconds.
 MA0126
 MA0126.The orthometric height was determined by differential leveling
 MA0126.and adjusted by the National Geodetic Survey in June 1991..
 MA0126
 MA0126.The geoid height was determined by GEOID03.
 MA0126
 MA0126.The dynamic height is computed by dividing the NAVD 88
 MA0126.geopotential number by the normal gravity value computed on the
 MA0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0126.degrees latitude (g = 980.6199 gals.).
 MA0126
 MA0126.The modeled gravity was interpolated from observed gravity values.
 MA0126
 MA0126;                    North         East    Units  Estimated Accuracy
 MA0126;SPC PA N     -   148,920.      560,580.      MT  (+/- 180 meters Scaled)
 MA0126
 MA0126                          SUPERSEDED SURVEY CONTROL
 MA0126
 MA0126  NGVD 29 (??/??/92)  310.253  (m)         1017.89   (f) ADJ UNCH    2 0
 MA0126
 MA0126.Superseded values are not recommended for survey control.
 MA0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0126.See file dsdata.txt to determine how the superseded data were derived.
 MA0126
 MA0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF318987(NAD 83)
 MA0126_MARKER: Q = CHISELED SQUARE
 MA0126_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0126_SP_SET: BRIDGE
 MA0126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0126
 MA0126  HISTORY     - Date     Condition        Report By
 MA0126  HISTORY     - UNK      MONUMENTED       USGS
 MA0126  HISTORY     - 1934     GOOD             NGS
 MA0126
 MA0126                          STATION DESCRIPTION
 MA0126
 MA0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0126'AT EMPORIUM.
 MA0126'ON THE PENNSYLVANIA RAILROAD, ABOUT 160 FEET EAST OF THE JN TOWER
 MA0126'AT A JUNCTION, AT BRIDGE 150.05, ON THE CONCRETE BACK WALL AT THE
 MA0126'SOUTH END OF THE WEST ABUTMENT, 10 FEET SOUTH OF THE CENTER
 MA0126'LINE OF THE TRACK, AND ABOUT 2-1/2 FEET LOWER THAN THE TOP OF
 MA0126'THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1763 ***********************************************************************
 LY1763  DESIGNATION -  1018.93
 LY1763  PID         -  LY1763
 LY1763  STATE/COUNTY-  PA/LACKAWANNA
 LY1763  USGS QUAD   -  CARBONDALE (1994)
 LY1763
 LY1763                         *CURRENT SURVEY CONTROL
 LY1763  ___________________________________________________________________
 LY1763* NAD 83(1986)-  41 33 35.     (N)    075 31 07.     (W)     SCALED    
 LY1763* NAVD 88     -       310.592  (meters)    1019.00   (feet)  ADJUSTED  
 LY1763  ___________________________________________________________________
 LY1763  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 LY1763  DYNAMIC HT  -         310.469 (meters)    1018.60  (feet)  COMP
 LY1763  MODELED GRAV-     980,216.5   (mgal)                       NAVD 88
 LY1763
 LY1763  VERT ORDER  -  SECOND    CLASS 0
 LY1763
 LY1763.The horizontal coordinates were scaled from a topographic map and have
 LY1763.an estimated accuracy of +/- 6 seconds.
 LY1763
 LY1763.The orthometric height was determined by differential leveling
 LY1763.and adjusted by the National Geodetic Survey in June 1991..
 LY1763
 LY1763.The geoid height was determined by GEOID03.
 LY1763
 LY1763.The dynamic height is computed by dividing the NAVD 88
 LY1763.geopotential number by the normal gravity value computed on the
 LY1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1763.degrees latitude (g = 980.6199 gals.).
 LY1763
 LY1763.The modeled gravity was interpolated from observed gravity values.
 LY1763
 LY1763;                    North         East    Units  Estimated Accuracy
 LY1763;SPC PA N     -   157,100.      786,110.      MT  (+/- 180 meters Scaled)
 LY1763
 LY1763                          SUPERSEDED SURVEY CONTROL
 LY1763
 LY1763  NGVD 29 (??/??/92)  310.786  (m)         1019.64   (f) ADJ UNCH    2 0
 LY1763
 LY1763.Superseded values are not recommended for survey control.
 LY1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1763.See file dsdata.txt to determine how the superseded data were derived.
 LY1763
 LY1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM567010(NAD 83)
 LY1763_MARKER: X = CHISELED CROSS
 LY1763_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1763_SP_SET: BRIDGE SEAT
 LY1763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1763
 LY1763  HISTORY     - Date     Condition        Report By
 LY1763  HISTORY     - UNK      MONUMENTED       DHRR
 LY1763  HISTORY     - 1934     GOOD             NGS
 LY1763
 LY1763                          STATION DESCRIPTION
 LY1763
 LY1763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY1763'AT CARBONDALE.
 LY1763'AT CARBONDALE, LACKAWANNA COUNTY, ON THE DELAWARE AND HUDSON
 LY1763'RAILROAD, 100 FEET SOUTH OF MILEPOST W 33-A 178, AT 15-FOOT GIRDER
 LY1763'BRIDGE 59/56, ON THE NORTHEAST CORNER OF THE SOUTH BRIDGE SEAT,
 LY1763'30 FEET EAST OF THE CENTERLINE OF THE BRIDGE, AND ABOUT 3 FEET
 LY1763'LOWER THAN THE TOP OF THE RAIL.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1254 ***********************************************************************
 MA1254  DESIGNATION -  102
 MA1254  PID         -  MA1254
 MA1254  STATE/COUNTY-  PA/CLARION
 MA1254  USGS QUAD   -  PARKER (1979)
 MA1254
 MA1254                         *CURRENT SURVEY CONTROL
 MA1254  ___________________________________________________________________
 MA1254* NAD 83(1986)-  41 05 24.     (N)    079 40 29.     (W)     SCALED    
 MA1254* NAVD 88     -       269.240  (meters)     883.33   (feet)  ADJUSTED  
 MA1254  ___________________________________________________________________
 MA1254  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MA1254  DYNAMIC HT  -         269.115 (meters)     882.92  (feet)  COMP
 MA1254  MODELED GRAV-     980,156.3   (mgal)                       NAVD 88
 MA1254
 MA1254  VERT ORDER  -  FIRST     CLASS II
 MA1254
 MA1254.The horizontal coordinates were scaled from a topographic map and have
 MA1254.an estimated accuracy of +/- 6 seconds.
 MA1254
 MA1254.The orthometric height was determined by differential leveling
 MA1254.and adjusted by the National Geodetic Survey in June 1991..
 MA1254
 MA1254.The geoid height was determined by GEOID03.
 MA1254
 MA1254.The dynamic height is computed by dividing the NAVD 88
 MA1254.geopotential number by the normal gravity value computed on the
 MA1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1254.degrees latitude (g = 980.6199 gals.).
 MA1254
 MA1254.The modeled gravity was interpolated from observed gravity values.
 MA1254
 MA1254;                    North         East    Units  Estimated Accuracy
 MA1254;SPC PA N     -   104,340.      438,300.      MT  (+/- 180 meters Scaled)
 MA1254
 MA1254                          SUPERSEDED SURVEY CONTROL
 MA1254
 MA1254  NGVD 29 (??/??/92)  269.411  (m)          883.89   (f) ADJ UNCH    1 2
 MA1254
 MA1254.Superseded values are not recommended for survey control.
 MA1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1254.See file dsdata.txt to determine how the superseded data were derived.
 MA1254
 MA1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF113495(NAD 83)
 MA1254_MARKER: DB = BENCH MARK DISK
 MA1254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1254_SP_SET: FOUNDATION
 MA1254_STAMPING: 102
 MA1254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1254
 MA1254  HISTORY     - Date     Condition        Report By
 MA1254  HISTORY     - UNK      MONUMENTED       DOD
 MA1254  HISTORY     - 1941     GOOD             NGS
 MA1254
 MA1254                          STATION DESCRIPTION
 MA1254
 MA1254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MA1254'0.8 MI S FROM PARKERS LANDING.
 MA1254'0.8 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA1254'AT PARKERS LANDING, CLARION COUNTY, 280 FEET UPSTREAM FROM A
 MA1254'BRIDGE OVER A SMALL CREEK, 69 FEET DOWNSTREAM ACROSS THE TRACKS
 MA1254'FROM MILEPOST 82, 6.9 FEET LANDWARD OF THE LAND RAIL, AND IN THE
 MA1254'TOP OF A CONCRETE FOUNDATION OF A RAILROAD BOARD SIGNAL.  A CORPS
 MA1254'OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED 102.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0195 ***********************************************************************
 MA0195  DESIGNATION -  102
 MA0195  PID         -  MA0195
 MA0195  STATE/COUNTY-  PA/ELK
 MA0195  USGS QUAD   -  WEEDVILLE (1986)
 MA0195
 MA0195                         *CURRENT SURVEY CONTROL
 MA0195  ___________________________________________________________________
 MA0195* NAD 83(1986)-  41 18 00.     (N)    078 23 22.     (W)     SCALED    
 MA0195* NAVD 88     -       325.867  (meters)    1069.12   (feet)  ADJUSTED  
 MA0195  ___________________________________________________________________
 MA0195  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 MA0195  DYNAMIC HT  -         325.710 (meters)    1068.60  (feet)  COMP
 MA0195  MODELED GRAV-     980,134.3   (mgal)                       NAVD 88
 MA0195
 MA0195  VERT ORDER  -  SECOND    CLASS 0
 MA0195
 MA0195.The horizontal coordinates were scaled from a topographic map and have
 MA0195.an estimated accuracy of +/- 6 seconds.
 MA0195
 MA0195.The orthometric height was determined by differential leveling
 MA0195.and adjusted by the National Geodetic Survey in June 1991..
 MA0195
 MA0195.The geoid height was determined by GEOID03.
 MA0195
 MA0195.The dynamic height is computed by dividing the NAVD 88
 MA0195.geopotential number by the normal gravity value computed on the
 MA0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0195.degrees latitude (g = 980.6199 gals.).
 MA0195
 MA0195.The modeled gravity was interpolated from observed gravity values.
 MA0195
 MA0195;                    North         East    Units  Estimated Accuracy
 MA0195;SPC PA N     -   126,060.      546,450.      MT  (+/- 180 meters Scaled)
 MA0195
 MA0195                          SUPERSEDED SURVEY CONTROL
 MA0195
 MA0195  NGVD 29 (??/??/92)  326.012  (m)         1069.59   (f) ADJ UNCH    2 0
 MA0195
 MA0195.Superseded values are not recommended for survey control.
 MA0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0195.See file dsdata.txt to determine how the superseded data were derived.
 MA0195
 MA0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF185753(NAD 83)
 MA0195_MARKER: Q = CHISELED SQUARE
 MA0195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0195_SP_SET: CULVERT
 MA0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0195
 MA0195  HISTORY     - Date     Condition        Report By
 MA0195  HISTORY     - UNK      MONUMENTED       CGS
 MA0195  HISTORY     - 1934     GOOD             NGS
 MA0195
 MA0195                          STATION DESCRIPTION
 MA0195
 MA0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0195'0.5 MI E FROM MEDIX RUN.
 MA0195'ABOUT 0.5 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM MEDIX RUN,
 MA0195'ELK COUNTY, ABOUT 4.5 MILES EAST OF CALEDONIA, ABOUT 2,710 FEET EAST
 MA0195'OF MILEPOST 19, ON THE TOP OF THE SOUTH END OF A STONE CULVERT,
 MA0195'10 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT
 MA0195'LOWER THAN THE TOP OF THE RAIL.  A CHISELED SQUARE, MARKED BY THE
 MA0195'CHISELED LETTERS BM 102.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0761 ***********************************************************************
 KX0761  DESIGNATION -  102 USGS
 KX0761  PID         -  KX0761
 KX0761  STATE/COUNTY-  PA/CAMBRIA
 KX0761  USGS QUAD   -  BARNESBORO (1984)
 KX0761
 KX0761                         *CURRENT SURVEY CONTROL
 KX0761  ___________________________________________________________________
 KX0761* NAD 83(1986)-  40 42 51.     (N)    078 47 57.     (W)     SCALED    
 KX0761* NAVD 88     -       421.174  (meters)    1381.80   (feet)  ADJUSTED  
 KX0761  ___________________________________________________________________
 KX0761  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KX0761  DYNAMIC HT  -         420.944 (meters)    1381.05  (feet)  COMP
 KX0761  MODELED GRAV-     980,066.3   (mgal)                       NAVD 88
 KX0761
 KX0761  VERT ORDER  -  SECOND    CLASS 0
 KX0761
 KX0761.The horizontal coordinates were scaled from a topographic map and have
 KX0761.an estimated accuracy of +/- 6 seconds.
 KX0761
 KX0761.The orthometric height was determined by differential leveling
 KX0761.and adjusted by the National Geodetic Survey in June 1991..
 KX0761
 KX0761.The geoid height was determined by GEOID03.
 KX0761
 KX0761.The dynamic height is computed by dividing the NAVD 88
 KX0761.geopotential number by the normal gravity value computed on the
 KX0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0761.degrees latitude (g = 980.6199 gals.).
 KX0761
 KX0761.The modeled gravity was interpolated from observed gravity values.
 KX0761
 KX0761;                    North         East    Units  Estimated Accuracy
 KX0761;SPC PA S     -   153,850.      511,350.      MT  (+/- 180 meters Scaled)
 KX0761
 KX0761                          SUPERSEDED SURVEY CONTROL
 KX0761
 KX0761  NGVD 29 (??/??/92)  421.330  (m)         1382.31   (f) ADJ UNCH    2 0
 KX0761
 KX0761.Superseded values are not recommended for survey control.
 KX0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0761.See file dsdata.txt to determine how the superseded data were derived.
 KX0761
 KX0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF858093(NAD 83)
 KX0761_MARKER: DD = SURVEY DISK
 KX0761_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0761_SP_SET: BRIDGE
 KX0761_STAMPING: USGS 102 FPV 1958
 KX0761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0761
 KX0761  HISTORY     - Date     Condition        Report By
 KX0761  HISTORY     - 1958     MONUMENTED       PADT
 KX0761  HISTORY     - 1967     GOOD             NGS
 KX0761
 KX0761                          STATION DESCRIPTION
 KX0761
 KX0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0761'0.8 MI S FROM CHERRY TREE.
 KX0761'0.85 MILE SOUTH ALONG U.S. HIGHWAY 219 FROM THE JUNCTION OF
 KX0761'U.S. HIGHWAY 219 AND STATE HIGHWAY 580 AT CHERRY TREE, SET IN
 KX0761'THE NORTHWEST WINGWALL OF A BRIDGE, 37.7 FEET SOUTH OF
 KX0761'POWERLINE POLE NO. 214, 13.0 FEET WEST OF CENTERLINE OF
 KX0761'HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1596 ***********************************************************************
 KW1596  DESIGNATION -  1022.6 USGS
 KW1596  PID         -  KW1596
 KW1596  STATE/COUNTY-  PA/CENTRE
 KW1596  USGS QUAD   -  COBURN (1973)
 KW1596
 KW1596                         *CURRENT SURVEY CONTROL
 KW1596  ___________________________________________________________________
 KW1596* NAD 83(1986)-  40 51 27.     (N)    077 27 39.     (W)     SCALED    
 KW1596* NAVD 88     -       311.680  (meters)    1022.57   (feet)  ADJUSTED  
 KW1596  ___________________________________________________________________
 KW1596  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 KW1596  DYNAMIC HT  -         311.526 (meters)    1022.06  (feet)  COMP
 KW1596  MODELED GRAV-     980,124.3   (mgal)                       NAVD 88
 KW1596
 KW1596  VERT ORDER  -  SECOND    CLASS 0
 KW1596
 KW1596.The horizontal coordinates were scaled from a topographic map and have
 KW1596.an estimated accuracy of +/- 6 seconds.
 KW1596
 KW1596.The orthometric height was determined by differential leveling
 KW1596.and adjusted by the National Geodetic Survey in June 1991..
 KW1596
 KW1596.The geoid height was determined by GEOID03.
 KW1596
 KW1596.The dynamic height is computed by dividing the NAVD 88
 KW1596.geopotential number by the normal gravity value computed on the
 KW1596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1596.degrees latitude (g = 980.6199 gals.).
 KW1596
 KW1596.The modeled gravity was interpolated from observed gravity values.
 KW1596
 KW1596;                    North         East    Units  Estimated Accuracy
 KW1596;SPC PA N     -    76,760.      624,380.      MT  (+/- 180 meters Scaled)
 KW1596
 KW1596                          SUPERSEDED SURVEY CONTROL
 KW1596
 KW1596  NGVD 29 (??/??/??)  311.887  (m)         1023.25   (f) ADJUSTED    2 0
 KW1596
 KW1596.Superseded values are not recommended for survey control.
 KW1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1596.See file dsdata.txt to determine how the superseded data were derived.
 KW1596
 KW1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL925258(NAD 83)
 KW1596_MARKER: Q = CHISELED SQUARE
 KW1596_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1596_SP_SET: ABUTMENT
 KW1596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1596
 KW1596  HISTORY     - Date     Condition        Report By
 KW1596  HISTORY     - UNK      MONUMENTED       USGS
 KW1596  HISTORY     - 1934     GOOD             CGS
 KW1596
 KW1596                          STATION DESCRIPTION
 KW1596
 KW1596'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1596'4 MI S FROM COBURN.
 KW1596'705 FEET NORTH OF MILEPOST 36, AT BRIDGE 36+13, ON THE UPPER
 KW1596'STEP OF THE EAST END OF THE SOUTH ABUTMENT, 5 FEET EAST OF THE
 KW1596'EAST RAIL, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0192 ***********************************************************************
 KY0192  DESIGNATION -  1026.90
 KY0192  PID         -  KY0192
 KY0192  STATE/COUNTY-  PA/BUTLER
 KY0192  USGS QUAD   -  EVANS CITY (1977)
 KY0192
 KY0192                         *CURRENT SURVEY CONTROL
 KY0192  ___________________________________________________________________
 KY0192* NAD 83(1986)-  40 46 53.     (N)    080 00 52.     (W)     SCALED    
 KY0192* NAVD 88     -       313.224  (meters)    1027.64   (feet)  POSTED    
 KY0192  ___________________________________________________________________
 KY0192  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KY0192  DYNAMIC HT  -         313.060 (meters)    1027.10  (feet)  COMP
 KY0192  MODELED GRAV-     980,106.3   (mgal)                       NAVD 88
 KY0192
 KY0192  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KY0192
 KY0192.The horizontal coordinates were scaled from a topographic map and have
 KY0192.an estimated accuracy of +/- 6 seconds.
 KY0192
 KY0192.The orthometric height was determined by differential leveling
 KY0192.and adjusted by the National Geodetic Survey in 1992..
 KY0192.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KY0192.rate of 0.0 thru 1.0 mm/km.
 KY0192
 KY0192.The geoid height was determined by GEOID03.
 KY0192
 KY0192.The dynamic height is computed by dividing the NAVD 88
 KY0192.geopotential number by the normal gravity value computed on the
 KY0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0192.degrees latitude (g = 980.6199 gals.).
 KY0192
 KY0192.The modeled gravity was interpolated from observed gravity values.
 KY0192
 KY0192;                    North         East    Units  Estimated Accuracy
 KY0192;SPC PA S     -   163,240.      408,880.      MT  (+/- 180 meters Scaled)
 KY0192
 KY0192                          SUPERSEDED SURVEY CONTROL
 KY0192
 KY0192  NGVD 29 (??/??/92)  313.365  (m)         1028.10   (f) ADJ UNCH    1 2
 KY0192
 KY0192.Superseded values are not recommended for survey control.
 KY0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0192.See file dsdata.txt to determine how the superseded data were derived.
 KY0192
 KY0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF831149(NAD 83)
 KY0192_MARKER: Q = CHISELED SQUARE
 KY0192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0192_SP_SET: ABUTMENT
 KY0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0192
 KY0192  HISTORY     - Date     Condition        Report By
 KY0192  HISTORY     - UNK      MONUMENTED       BORR
 KY0192  HISTORY     - 1954     GOOD             NGS
 KY0192
 KY0192                          STATION DESCRIPTION
 KY0192
 KY0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KY0192'1.8 MI SW FROM RIBOLD.
 KY0192'ABOUT 1 3/4 MILES SOUTHWEST ALONG ABANDONED RAILROAD BED OF
 KY0192'THE BALTIMORE AND OHIO RAILROAD FROM RIBOLD, ABOUT 0.25 MILE
 KY0192'NORTHEAST OF BM X 4 WHICH IS LOCATED AT ABANDONED ZENO, ON
 KY0192'THE SOUTH CORNER OF THE NORTHEAST CONCRETE ABUTMENT OF REMAINS
 KY0192'OF ABANDONED RAILROAD BRIDGE OVER GLADE RUN.  NOTE-- THE ABUTMENT
 KY0192'IS CRACKING UP AND DOES NOT APPEAR TO BE STABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1614 ***********************************************************************
 KX1614  DESIGNATION -  1028
 KX1614  PID         -  KX1614
 KX1614  STATE/COUNTY-  PA/BUTLER
 KX1614  USGS QUAD   -  EAST BUTLER (1993)
 KX1614
 KX1614                         *CURRENT SURVEY CONTROL
 KX1614  ___________________________________________________________________
 KX1614* NAD 83(1986)-  40 52 31.     (N)    079 50 43.     (W)     SCALED    
 KX1614* NAVD 88     -       313.429  (meters)    1028.31   (feet)  ADJUSTED  
 KX1614  ___________________________________________________________________
 KX1614  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 KX1614  DYNAMIC HT  -         313.271 (meters)    1027.79  (feet)  COMP
 KX1614  MODELED GRAV-     980,113.0   (mgal)                       NAVD 88
 KX1614
 KX1614  VERT ORDER  -  FIRST     CLASS II
 KX1614
 KX1614.The horizontal coordinates were scaled from a topographic map and have
 KX1614.an estimated accuracy of +/- 6 seconds.
 KX1614
 KX1614.The orthometric height was determined by differential leveling
 KX1614.and adjusted by the National Geodetic Survey in June 1991..
 KX1614
 KX1614.The geoid height was determined by GEOID03.
 KX1614
 KX1614.The dynamic height is computed by dividing the NAVD 88
 KX1614.geopotential number by the normal gravity value computed on the
 KX1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1614.degrees latitude (g = 980.6199 gals.).
 KX1614
 KX1614.The modeled gravity was interpolated from observed gravity values.
 KX1614
 KX1614;                    North         East    Units  Estimated Accuracy
 KX1614;SPC PA S     -   173,310.      423,400.      MT  (+/- 180 meters Scaled)
 KX1614
 KX1614                          SUPERSEDED SURVEY CONTROL
 KX1614
 KX1614  NGVD 29 (06/03/92)  313.576  (m)         1028.79   (f) ADJUSTED    1 2
 KX1614
 KX1614.Superseded values are not recommended for survey control.
 KX1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1614.See file dsdata.txt to determine how the superseded data were derived.
 KX1614
 KX1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF972255(NAD 83)
 KX1614_MARKER: Z = SEE DESCRIPTION
 KX1614_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1614_SP_SET: ABUTMENT
 KX1614_STAMPING: 1028 ADJ 1903
 KX1614_MARK LOGO: USGS  
 KX1614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1614
 KX1614  HISTORY     - Date     Condition        Report By
 KX1614  HISTORY     - 1903     MONUMENTED       USGS
 KX1614  HISTORY     - 1967     GOOD             NGS
 KX1614  HISTORY     - 1973     GOOD             PADT
 KX1614  HISTORY     - 1983     GOOD             NGS
 KX1614
 KX1614                          STATION DESCRIPTION
 KX1614
 KX1614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX1614'0.2 MI N FROM EAST BUTLER.
 KX1614'U.S.G.S. BM IN NORTH ABUTMENT EAST SIDE OF TRACK OF B.R. AND P.RY.
 KX1614'BRIDGE 283.79.  STAMPED 1028 ADJ 1903 14967+50.0.  AN
 KX1614'ALUMINUM TABLET.
 KX1614
 KX1614                          STATION RECOVERY (1973)
 KX1614
 KX1614'RECOVERY NOTE BY PA DEPT OF TRANSP 1973
 KX1614'RECOVERED IN GOOD CONDITION.
 KX1614
 KX1614                          STATION RECOVERY (1983)
 KX1614
 KX1614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0671 ***********************************************************************
 LZ0671  DESIGNATION -  1028
 LZ0671  PID         -  LZ0671
 LZ0671  STATE/COUNTY-  PA/TIOGA
 LZ0671  USGS QUAD   -  KEENEYVILLE (1994)
 LZ0671
 LZ0671                         *CURRENT SURVEY CONTROL
 LZ0671  ___________________________________________________________________
 LZ0671* NAD 83(1986)-  41 49 49.     (N)    077 16 58.     (W)     SCALED    
 LZ0671* NAVD 88     -       355.892  (meters)    1167.62   (feet)  ADJUSTED  
 LZ0671  ___________________________________________________________________
 LZ0671  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 LZ0671  DYNAMIC HT  -         355.749 (meters)    1167.15  (feet)  COMP
 LZ0671  MODELED GRAV-     980,209.8   (mgal)                       NAVD 88
 LZ0671
 LZ0671  VERT ORDER  -  SECOND    CLASS 0
 LZ0671
 LZ0671.The horizontal coordinates were scaled from a topographic map and have
 LZ0671.an estimated accuracy of +/- 6 seconds.
 LZ0671
 LZ0671.The orthometric height was determined by differential leveling
 LZ0671.and adjusted by the National Geodetic Survey in June 1991..
 LZ0671
 LZ0671.The geoid height was determined by GEOID03.
 LZ0671
 LZ0671.The dynamic height is computed by dividing the NAVD 88
 LZ0671.geopotential number by the normal gravity value computed on the
 LZ0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0671.degrees latitude (g = 980.6199 gals.).
 LZ0671
 LZ0671.The modeled gravity was interpolated from observed gravity values.
 LZ0671
 LZ0671;                    North         East    Units  Estimated Accuracy
 LZ0671;SPC PA N     -   184,860.      638,810.      MT  (+/- 180 meters Scaled)
 LZ0671
 LZ0671                          SUPERSEDED SURVEY CONTROL
 LZ0671
 LZ0671  NGVD 29 (??/??/92)  356.025  (m)         1168.06   (f) ADJ UNCH    2 0
 LZ0671
 LZ0671.Superseded values are not recommended for survey control.
 LZ0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0671.See file dsdata.txt to determine how the superseded data were derived.
 LZ0671
 LZ0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM104334(NAD 83)
 LZ0671_MARKER: B = BOLT
 LZ0671_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0671_SP_SET: BRIDGE
 LZ0671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0671
 LZ0671  HISTORY     - Date     Condition        Report By
 LZ0671  HISTORY     - UNK      MONUMENTED       NYCRR
 LZ0671  HISTORY     - 1934     GOOD             NGS
 LZ0671
 LZ0671                          STATION DESCRIPTION
 LZ0671
 LZ0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0671'3.2 MI N FROM WELLSBORO JUNCTION.
 LZ0671'3.2 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM WELLSBORO
 LZ0671'JUNCTION, TIOGA COUNTY, ABOUT 400 FEET NORTH OF MILEPOST L 103,
 LZ0671'ABOUT 70 FEET NORTH OF THE CENTER LINE OF A FINISHED GRADE
 LZ0671'CROSSING, AT 20-FOOT CONCRETE BRIDGE 102, IN THE TOP OF THE
 LZ0671'SOUTH SIDE OF THE EAST HEAD WALL, 4 FEET EAST OF THE EAST RAIL,
 LZ0671'AND LEVEL WITH THE TOP OF THE RAIL.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1468 ***********************************************************************
 MA1468  DESIGNATION -  1028.06
 MA1468  PID         -  MA1468
 MA1468  STATE/COUNTY-  PA/VENANGO
 MA1468  USGS QUAD   -  OIL CITY (1977)
 MA1468
 MA1468                         *CURRENT SURVEY CONTROL
 MA1468  ___________________________________________________________________
 MA1468* NAD 83(1986)-  41 27 41.     (N)    079 41 25.     (W)     SCALED    
 MA1468* NAVD 88     -       312.969  (meters)    1026.80   (feet)  ADJUSTED  
 MA1468  ___________________________________________________________________
 MA1468  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 MA1468  DYNAMIC HT  -         312.835 (meters)    1026.36  (feet)  COMP
 MA1468  MODELED GRAV-     980,185.9   (mgal)                       NAVD 88
 MA1468
 MA1468  VERT ORDER  -  SECOND    CLASS 0
 MA1468
 MA1468.The horizontal coordinates were scaled from a topographic map and have
 MA1468.an estimated accuracy of +/- 6 seconds.
 MA1468
 MA1468.The orthometric height was determined by differential leveling
 MA1468.and adjusted by the National Geodetic Survey in June 1991..
 MA1468
 MA1468.The geoid height was determined by GEOID03.
 MA1468
 MA1468.The dynamic height is computed by dividing the NAVD 88
 MA1468.geopotential number by the normal gravity value computed on the
 MA1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1468.degrees latitude (g = 980.6199 gals.).
 MA1468
 MA1468.The modeled gravity was interpolated from observed gravity values.
 MA1468
 MA1468;                    North         East    Units  Estimated Accuracy
 MA1468;SPC PA N     -   145,600.      437,920.      MT  (+/- 180 meters Scaled)
 MA1468
 MA1468                          SUPERSEDED SURVEY CONTROL
 MA1468
 MA1468  NGVD 29 (??/??/92)  313.148  (m)         1027.39   (f) ADJ UNCH    2 0
 MA1468
 MA1468.Superseded values are not recommended for survey control.
 MA1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1468.See file dsdata.txt to determine how the superseded data were derived.
 MA1468
 MA1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF093908(NAD 83)
 MA1468_MARKER: B = BOLT
 MA1468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1468_SP_SET: BRIDGE
 MA1468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1468
 MA1468  HISTORY     - Date     Condition        Report By
 MA1468  HISTORY     - UNK      MONUMENTED       PRR
 MA1468  HISTORY     - 1935     GOOD             NGS
 MA1468
 MA1468                          STATION DESCRIPTION
 MA1468
 MA1468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1468'0.5 MI S FROM ROUSEVILLE.
 MA1468'ABOUT 0.5 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA1468'STATION AT ROUSEVILLE, VENANGO COUNTY, AT THE SOUTH END OF
 MA1468'BRIDGE 135.08 OVER OIL CREEK, IN THE TOP OF THE NORTHEAST WING
 MA1468'WALL, 12 FEET EAST OF THE EAST RAIL, AND ABOUT 1 FOOT LOWER THAN
 MA1468'THE TRACK.  A COPPER BOLT MARKED B.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1454 ***********************************************************************
 MA1454  DESIGNATION -  1029.69
 MA1454  PID         -  MA1454
 MA1454  STATE/COUNTY-  PA/VENANGO
 MA1454  USGS QUAD   -  OIL CITY (1977)
 MA1454
 MA1454                         *CURRENT SURVEY CONTROL
 MA1454  ___________________________________________________________________
 MA1454* NAD 83(1986)-  41 25 42.     (N)    079 42 38.     (W)     SCALED    
 MA1454* NAVD 88     -       313.646  (meters)    1029.02   (feet)  ADJUSTED  
 MA1454  ___________________________________________________________________
 MA1454  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 MA1454  DYNAMIC HT  -         313.511 (meters)    1028.58  (feet)  COMP
 MA1454  MODELED GRAV-     980,185.1   (mgal)                       NAVD 88
 MA1454
 MA1454  VERT ORDER  -  SECOND    CLASS 0
 MA1454
 MA1454.The horizontal coordinates were scaled from a topographic map and have
 MA1454.an estimated accuracy of +/- 6 seconds.
 MA1454
 MA1454.The orthometric height was determined by differential leveling
 MA1454.and adjusted by the National Geodetic Survey in June 1991..
 MA1454
 MA1454.The geoid height was determined by GEOID03.
 MA1454
 MA1454.The dynamic height is computed by dividing the NAVD 88
 MA1454.geopotential number by the normal gravity value computed on the
 MA1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1454.degrees latitude (g = 980.6199 gals.).
 MA1454
 MA1454.The modeled gravity was interpolated from observed gravity values.
 MA1454
 MA1454;                    North         East    Units  Estimated Accuracy
 MA1454;SPC PA N     -   141,970.      436,140.      MT  (+/- 180 meters Scaled)
 MA1454
 MA1454                          SUPERSEDED SURVEY CONTROL
 MA1454
 MA1454  NGVD 29 (??/??/92)  313.828  (m)         1029.62   (f) ADJ UNCH    2 0
 MA1454
 MA1454.Superseded values are not recommended for survey control.
 MA1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1454.See file dsdata.txt to determine how the superseded data were derived.
 MA1454
 MA1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF077871(NAD 83)
 MA1454_MARKER: Z = SEE DESCRIPTION
 MA1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1454+STABILITY: SURFACE MOTION
 MA1454
 MA1454  HISTORY     - Date     Condition        Report By
 MA1454  HISTORY     - UNK      MONUMENTED       AOCO
 MA1454  HISTORY     - 1935     GOOD             NGS
 MA1454
 MA1454                          STATION DESCRIPTION
 MA1454
 MA1454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1454'AT OIL CITY.
 MA1454'AT OIL CITY, VENANGO COUNTY, AT THE SOUTH PART OF TOWN, AT THE
 MA1454'CROSSING OF EAST FIRST STREET AND CENTRAL AVENUE, ABOUT 126 FEET
 MA1454'SOUTHEAST OF THE NORTHEAST CORNER OF CHRIST EPISCOPAL CHURCH,
 MA1454'63.6 FEET NORTH OF THE NORTHWEST CORNER OF THE LATONIA THEATRE,
 MA1454'32 FEET EAST OF THE CENTER LINE OF CENTRAL AVENUE, 31 FEET NORTH
 MA1454'OF THE CENTER LINE OF EAST FIRST STREET, 17.9 FEET WEST OF THE
 MA1454'SOUTHWEST CORNER OF THE WELKER AND MAXWELL 3-STORY BUILDING, 15
 MA1454'FEET WEST OF THE EAST CURB OF CENTRAL AVENUE, AND ABOUT 4 INCHES
 MA1454'UNDER THE ROADWAY.  THE TOP OF A CONCRETE POST COVERED BY AN
 MA1454'8-INCH CAST-IRON PLATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0194 ***********************************************************************
 MA0194  DESIGNATION -  103
 MA0194  PID         -  MA0194
 MA0194  STATE/COUNTY-  PA/ELK
 MA0194  USGS QUAD   -  WEEDVILLE (1986)
 MA0194
 MA0194                         *CURRENT SURVEY CONTROL
 MA0194  ___________________________________________________________________
 MA0194* NAD 83(1986)-  41 18 39.     (N)    078 23 23.     (W)     SCALED    
 MA0194* NAVD 88     -       319.802  (meters)    1049.22   (feet)  ADJUSTED  
 MA0194  ___________________________________________________________________
 MA0194  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 MA0194  DYNAMIC HT  -         319.650 (meters)    1048.72  (feet)  COMP
 MA0194  MODELED GRAV-     980,139.0   (mgal)                       NAVD 88
 MA0194
 MA0194  VERT ORDER  -  SECOND    CLASS 0
 MA0194
 MA0194.The horizontal coordinates were scaled from a topographic map and have
 MA0194.an estimated accuracy of +/- 6 seconds.
 MA0194
 MA0194.The orthometric height was determined by differential leveling
 MA0194.and adjusted by the National Geodetic Survey in June 1991..
 MA0194
 MA0194.The geoid height was determined by GEOID03.
 MA0194
 MA0194.The dynamic height is computed by dividing the NAVD 88
 MA0194.geopotential number by the normal gravity value computed on the
 MA0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0194.degrees latitude (g = 980.6199 gals.).
 MA0194
 MA0194.The modeled gravity was interpolated from observed gravity values.
 MA0194
 MA0194;                    North         East    Units  Estimated Accuracy
 MA0194;SPC PA N     -   127,260.      546,430.      MT  (+/- 180 meters Scaled)
 MA0194
 MA0194                          SUPERSEDED SURVEY CONTROL
 MA0194
 MA0194  NGVD 29 (??/??/92)  319.950  (m)         1049.70   (f) ADJ UNCH    2 0
 MA0194
 MA0194.Superseded values are not recommended for survey control.
 MA0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0194.See file dsdata.txt to determine how the superseded data were derived.
 MA0194
 MA0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF185765(NAD 83)
 MA0194_MARKER: Q = CHISELED SQUARE
 MA0194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0194_SP_SET: CULVERT
 MA0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0194
 MA0194  HISTORY     - Date     Condition        Report By
 MA0194  HISTORY     - UNK      MONUMENTED       PRR
 MA0194  HISTORY     - 1934     GOOD             NGS
 MA0194
 MA0194                          STATION DESCRIPTION
 MA0194
 MA0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0194'2 MI E FROM MEDIX RUN.
 MA0194'ABOUT 2.0 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0194'MEDIX RUN, ELK COUNTY, ABOUT 0.6 MILE WEST OF BENNEZETTE, ABOUT
 MA0194'500 FEET WEST OF MILEPOST 17, ON THE TOP OF THE NORTH END OF A
 MA0194'STONE CULVERT, 14 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 MA0194'AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.  A CHISELED
 MA0194'SQUARE, MARKED BY THE CHISELED LETTERS BM 103.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0762 ***********************************************************************
 KX0762  DESIGNATION -  103 USGS
 KX0762  PID         -  KX0762
 KX0762  STATE/COUNTY-  PA/CAMBRIA
 KX0762  USGS QUAD   -  BARNESBORO (1984)
 KX0762
 KX0762                         *CURRENT SURVEY CONTROL
 KX0762  ___________________________________________________________________
 KX0762* NAD 83(1986)-  40 42 25.     (N)    078 48 06.     (W)     SCALED    
 KX0762* NAVD 88     -       423.508  (meters)    1389.46   (feet)  ADJUSTED  
 KX0762  ___________________________________________________________________
 KX0762  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KX0762  DYNAMIC HT  -         423.277 (meters)    1388.70  (feet)  COMP
 KX0762  MODELED GRAV-     980,067.9   (mgal)                       NAVD 88
 KX0762
 KX0762  VERT ORDER  -  SECOND    CLASS 0
 KX0762
 KX0762.The horizontal coordinates were scaled from a topographic map and have
 KX0762.an estimated accuracy of +/- 6 seconds.
 KX0762
 KX0762.The orthometric height was determined by differential leveling
 KX0762.and adjusted by the National Geodetic Survey in June 1991..
 KX0762
 KX0762.The geoid height was determined by GEOID03.
 KX0762
 KX0762.The dynamic height is computed by dividing the NAVD 88
 KX0762.geopotential number by the normal gravity value computed on the
 KX0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0762.degrees latitude (g = 980.6199 gals.).
 KX0762
 KX0762.The modeled gravity was interpolated from observed gravity values.
 KX0762
 KX0762;                    North         East    Units  Estimated Accuracy
 KX0762;SPC PA S     -   153,050.      511,130.      MT  (+/- 180 meters Scaled)
 KX0762
 KX0762                          SUPERSEDED SURVEY CONTROL
 KX0762
 KX0762  NGVD 29 (??/??/92)  423.665  (m)         1389.97   (f) ADJ UNCH    2 0
 KX0762
 KX0762.Superseded values are not recommended for survey control.
 KX0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0762.See file dsdata.txt to determine how the superseded data were derived.
 KX0762
 KX0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF857085(NAD 83)
 KX0762_MARKER: DD = SURVEY DISK
 KX0762_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0762_SP_SET: BRIDGE
 KX0762_STAMPING: USGS 103 FPV 1958
 KX0762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0762
 KX0762  HISTORY     - Date     Condition        Report By
 KX0762  HISTORY     - 1958     MONUMENTED       PADT
 KX0762  HISTORY     - 1967     GOOD             NGS
 KX0762  HISTORY     - 20010201 GOOD             PADT
 KX0762
 KX0762                          STATION DESCRIPTION
 KX0762
 KX0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0762'1.4 MI S FROM CHERRY TREE.
 KX0762'1.4 MILES SOUTH ALONG U.S. HIGHWAY 219 FROM THE JUNCTION OF
 KX0762'U.S. HIGHWAY 219 AND STATE HIGHWAY 580 AT CHERRY TREE, SET IN
 KX0762'THE EAST WINGWALL OF A BRIDGE, 85.0 FEET NORTHWEST OF THE
 KX0762'JUNCTION OF U.S. HIGHWAY 219 AND STATE HIGHWAY 540, 14.0 FEET
 KX0762'NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 540 AND ABOUT
 KX0762'LEVEL WITH HIGHWAY 540.
 KX0762
 KX0762                          STATION RECOVERY (2001)
 KX0762
 KX0762'RECOVERY NOTE BY PA DEPT OF TRANSP 2001
 KX0762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0672 ***********************************************************************
 LZ0672  DESIGNATION -  1033
 LZ0672  PID         -  LZ0672
 LZ0672  STATE/COUNTY-  PA/TIOGA
 LZ0672  USGS QUAD   -  KEENEYVILLE (1994)
 LZ0672
 LZ0672                         *CURRENT SURVEY CONTROL
 LZ0672  ___________________________________________________________________
 LZ0672* NAD 83(1986)-  41 49 32.     (N)    077 17 09.     (W)     SCALED    
 LZ0672* NAVD 88     -       359.254  (meters)    1178.65   (feet)  ADJUSTED  
 LZ0672  ___________________________________________________________________
 LZ0672  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 LZ0672  DYNAMIC HT  -         359.109 (meters)    1178.18  (feet)  COMP
 LZ0672  MODELED GRAV-     980,208.7   (mgal)                       NAVD 88
 LZ0672
 LZ0672  VERT ORDER  -  SECOND    CLASS 0
 LZ0672
 LZ0672.The horizontal coordinates were scaled from a topographic map and have
 LZ0672.an estimated accuracy of +/- 6 seconds.
 LZ0672
 LZ0672.The orthometric height was determined by differential leveling
 LZ0672.and adjusted by the National Geodetic Survey in June 1991..
 LZ0672
 LZ0672.The geoid height was determined by GEOID03.
 LZ0672
 LZ0672.The dynamic height is computed by dividing the NAVD 88
 LZ0672.geopotential number by the normal gravity value computed on the
 LZ0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0672.degrees latitude (g = 980.6199 gals.).
 LZ0672
 LZ0672.The modeled gravity was interpolated from observed gravity values.
 LZ0672
 LZ0672;                    North         East    Units  Estimated Accuracy
 LZ0672;SPC PA N     -   184,330.      638,560.      MT  (+/- 180 meters Scaled)
 LZ0672
 LZ0672                          SUPERSEDED SURVEY CONTROL
 LZ0672
 LZ0672  NGVD 29 (??/??/92)  359.386  (m)         1179.09   (f) ADJ UNCH    2 0
 LZ0672
 LZ0672.Superseded values are not recommended for survey control.
 LZ0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0672.See file dsdata.txt to determine how the superseded data were derived.
 LZ0672
 LZ0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM101329(NAD 83)
 LZ0672_MARKER: Q = CHISELED SQUARE
 LZ0672_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0672_SP_SET: ABUTMENT
 LZ0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0672
 LZ0672  HISTORY     - Date     Condition        Report By
 LZ0672  HISTORY     - UNK      MONUMENTED       NYCRR
 LZ0672  HISTORY     - 1934     GOOD             NGS
 LZ0672
 LZ0672                          STATION DESCRIPTION
 LZ0672
 LZ0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0672'2.5 MI N FROM WELLSBORO JUNCTION.
 LZ0672'2.5 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM WELLSBORO
 LZ0672'JUNCTION, TIOGA COUNTY, AT NILES VALLEY, 180 FEET NORTH OF THE
 LZ0672'STATION, ABOUT 0.4 MILE SOUTH OF MILEPOST L 103, AT BRIDGE 104,
 LZ0672'ON THE TOP OF THE WEST SIDE OF THE SOUTH ABUTMENT, 3 FEET WEST
 LZ0672'OF THE WEST RAIL, AND 0.5 FOOT LOWER THAN THE TOP OF THE RAIL.
 LZ0672'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0845 ***********************************************************************
 KX0845  DESIGNATION -  1034
 KX0845  PID         -  KX0845
 KX0845  STATE/COUNTY-  PA/INDIANA
 KX0845  USGS QUAD   -  ERNEST (1973)
 KX0845
 KX0845                         *CURRENT SURVEY CONTROL
 KX0845  ___________________________________________________________________
 KX0845* NAD 83(1986)-  40 40 57.     (N)    079 11 34.     (W)     SCALED    
 KX0845* NAVD 88     -       314.86   (+/-2cm)    1033.0    (feet)  VERTCON   
 KX0845  ___________________________________________________________________
 KX0845  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KX0845
 KX0845  VERT ORDER  -  ? (See Below)
 KX0845
 KX0845.The horizontal coordinates were scaled from a topographic map and have
 KX0845.an estimated accuracy of +/- 6 seconds.
 KX0845
 KX0845.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0845.The vertical order pertains to the NGVD 29 superseded value.
 KX0845
 KX0845.The geoid height was determined by GEOID03.
 KX0845
 KX0845;                    North         East    Units  Estimated Accuracy
 KX0845;SPC PA S     -   150,800.      478,040.      MT  (+/- 180 meters Scaled)
 KX0845
 KX0845                          SUPERSEDED SURVEY CONTROL
 KX0845
 KX0845  NGVD 29 (??/??/92)  315.040  (m)         1033.59   (f) ADJ UNCH    ?  
 KX0845
 KX0845.Superseded values are not recommended for survey control.
 KX0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0845.See file dsdata.txt to determine how the superseded data were derived.
 KX0845
 KX0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF527050(NAD 83)
 KX0845_MARKER: Z = SEE DESCRIPTION
 KX0845_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0845_SP_SET: CORNERSTONE
 KX0845_STAMPING: 1034 PITTSBURGH
 KX0845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0845
 KX0845  HISTORY     - Date     Condition        Report By
 KX0845  HISTORY     - UNK      MONUMENTED       USGS
 KX0845  HISTORY     - 1917     GOOD             BORR
 KX0845
 KX0845                          STATION DESCRIPTION
 KX0845
 KX0845'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1917
 KX0845'AT CREEKSIDE.
 KX0845'AT CREEKSIDE NEWVILLE CREEKSIDE ENTRANCE TO M.E. CHURCH IN SOUTHWEST
 KX0845'CORNERSTONE.  A BRONZE TABLET, STAMPED 1034 PITTSBURGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JX0027 ***********************************************************************
 JX0027  DESIGNATION -  1035
 JX0027  PID         -  JX0027
 JX0027  STATE/COUNTY-  PA/GREENE
 JX0027  USGS QUAD   -  WAYNESBURG (1973)
 JX0027
 JX0027                         *CURRENT SURVEY CONTROL
 JX0027  ___________________________________________________________________
 JX0027* NAD 83(1986)-  39 53 47.     (N)    080 11 11.     (W)     SCALED    
 JX0027* NAVD 88     -       315.121  (meters)    1033.86   (feet)  ADJUSTED  
 JX0027  ___________________________________________________________________
 JX0027  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JX0027  DYNAMIC HT  -         314.943 (meters)    1033.28  (feet)  COMP
 JX0027  MODELED GRAV-     980,052.7   (mgal)                       NAVD 88
 JX0027
 JX0027  VERT ORDER  -  SECOND    CLASS 0
 JX0027
 JX0027.The horizontal coordinates were scaled from a topographic map and have
 JX0027.an estimated accuracy of +/- 6 seconds.
 JX0027
 JX0027.The orthometric height was determined by differential leveling
 JX0027.and adjusted by the National Geodetic Survey in June 1991..
 JX0027
 JX0027.The geoid height was determined by GEOID03.
 JX0027
 JX0027.The dynamic height is computed by dividing the NAVD 88
 JX0027.geopotential number by the normal gravity value computed on the
 JX0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0027.degrees latitude (g = 980.6199 gals.).
 JX0027
 JX0027.The modeled gravity was interpolated from observed gravity values.
 JX0027
 JX0027;                    North         East    Units  Estimated Accuracy
 JX0027;SPC PA S     -    65,390.      391,660.      MT  (+/- 180 meters Scaled)
 JX0027
 JX0027                          SUPERSEDED SURVEY CONTROL
 JX0027
 JX0027  NGVD 29 (??/??/92)  315.265  (m)         1034.33   (f) ADJ UNCH    2 0
 JX0027
 JX0027.Superseded values are not recommended for survey control.
 JX0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0027.See file dsdata.txt to determine how the superseded data were derived.
 JX0027
 JX0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE695165(NAD 83)
 JX0027_MARKER: DD = SURVEY DISK
 JX0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0027_SP_SET: BUILDING
 JX0027_STAMPING: 1035
 JX0027_MARK LOGO: USGS  
 JX0027_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0027
 JX0027  HISTORY     - Date     Condition        Report By
 JX0027  HISTORY     - UNK      MONUMENTED       USGS
 JX0027  HISTORY     - 1935     GOOD             NGS
 JX0027  HISTORY     - 1936     GOOD             NGS
 JX0027  HISTORY     - 19930716 GOOD             LOCENG
 JX0027  HISTORY     - 20000105 GOOD             PADT
 JX0027
 JX0027                          STATION DESCRIPTION
 JX0027
 JX0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JX0027'AT WAYNESBURG.
 JX0027'AT WAYNESBURG, GREENE COUNTY, AT THE COUNTY COURTHOUSE, IN THE
 JX0027'NORTHEAST CORNER OF THE STONE VERANDA, 27 FEET EAST OF THE
 JX0027'MAIN ENTRANCE DOOR ON THE EAST SIDE OF THE BUILDING, 1 FOOT
 JX0027'EAST OF THE EAST STONE PILLAR, AND ABOUT 3 FEET ABOVE A WALK.
 JX0027'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1035.
 JX0027
 JX0027                          STATION RECOVERY (1936)
 JX0027
 JX0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 JX0027'RECOVERED IN GOOD CONDITION.
 JX0027
 JX0027                          STATION RECOVERY (1993)
 JX0027
 JX0027'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 JX0027'RECOVERED IN GOOD CONDITION.
 JX0027
 JX0027                          STATION RECOVERY (2000)
 JX0027
 JX0027'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (AAP)
 JX0027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1470 ***********************************************************************
 MA1470  DESIGNATION -  1035.18
 MA1470  PID         -  MA1470
 MA1470  STATE/COUNTY-  PA/VENANGO
 MA1470  USGS QUAD   -  OIL CITY (1977)
 MA1470
 MA1470                         *CURRENT SURVEY CONTROL
 MA1470  ___________________________________________________________________
 MA1470* NAD 83(1986)-  41 28 06.     (N)    079 41 32.     (W)     SCALED    
 MA1470* NAVD 88     -       315.167  (meters)    1034.01   (feet)  ADJUSTED  
 MA1470  ___________________________________________________________________
 MA1470  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 MA1470  DYNAMIC HT  -         315.032 (meters)    1033.57  (feet)  COMP
 MA1470  MODELED GRAV-     980,187.0   (mgal)                       NAVD 88
 MA1470
 MA1470  VERT ORDER  -  SECOND    CLASS 0
 MA1470
 MA1470.The horizontal coordinates were scaled from a topographic map and have
 MA1470.an estimated accuracy of +/- 6 seconds.
 MA1470
 MA1470.The orthometric height was determined by differential leveling
 MA1470.and adjusted by the National Geodetic Survey in June 1991..
 MA1470
 MA1470.The geoid height was determined by GEOID03.
 MA1470
 MA1470.The dynamic height is computed by dividing the NAVD 88
 MA1470.geopotential number by the normal gravity value computed on the
 MA1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1470.degrees latitude (g = 980.6199 gals.).
 MA1470
 MA1470.The modeled gravity was interpolated from observed gravity values.
 MA1470
 MA1470;                    North         East    Units  Estimated Accuracy
 MA1470;SPC PA N     -   146,370.      437,770.      MT  (+/- 180 meters Scaled)
 MA1470
 MA1470                          SUPERSEDED SURVEY CONTROL
 MA1470
 MA1470  NGVD 29 (??/??/92)  315.345  (m)         1034.59   (f) ADJ UNCH    2 0
 MA1470
 MA1470.Superseded values are not recommended for survey control.
 MA1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1470.See file dsdata.txt to determine how the superseded data were derived.
 MA1470
 MA1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF092915(NAD 83)
 MA1470_MARKER: B = BOLT
 MA1470_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1470_SP_SET: BRIDGE
 MA1470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1470
 MA1470  HISTORY     - Date     Condition        Report By
 MA1470  HISTORY     - UNK      MONUMENTED       PRR
 MA1470  HISTORY     - 1935     GOOD             NGS
 MA1470  HISTORY     - 19990701 GOOD             PADT
 MA1470
 MA1470                          STATION DESCRIPTION
 MA1470
 MA1470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1470'AT ROUSEVILLE.
 MA1470'AT ROUSEVILLE, VENANGO COUNTY, ABOUT 60 FEET SOUTH OF THE
 MA1470'PENNSYLVANIA RAILROAD STATION, NEAR THE PENNZOIL CO. REFINERIES,
 MA1470'AT THE NORTH END OF BRIDGE 134.56 OVER CHERRY RUN, IN THE TOP
 MA1470'OF THE NORTHWEST STONE WING WALL, NEAR CHISELED B.M., 12 FEET
 MA1470'WEST OF THE CENTER LINE OF THE MAIN TRACK, AND ABOUT ONE-HALF
 MA1470'FOOT HIGHER THAN THE TRACK.  A COPPER BOLT, IN A CHISELED SQUARE.
 MA1470
 MA1470                          STATION RECOVERY (1999)
 MA1470
 MA1470'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (DB)
 MA1470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1205 ***********************************************************************
 MA1205  DESIGNATION -  1038
 MA1205  PID         -  MA1205
 MA1205  STATE/COUNTY-  PA/VENANGO
 MA1205  USGS QUAD   -  UTICA (1977)
 MA1205
 MA1205                         *CURRENT SURVEY CONTROL
 MA1205  ___________________________________________________________________
 MA1205* NAD 83(1986)-  41 26 17.     (N)    079 57 18.     (W)     SCALED    
 MA1205* NAVD 88     -       316.271  (meters)    1037.63   (feet)  ADJUSTED  
 MA1205  ___________________________________________________________________
 MA1205  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MA1205  DYNAMIC HT  -         316.138 (meters)    1037.20  (feet)  COMP
 MA1205  MODELED GRAV-     980,193.9   (mgal)                       NAVD 88
 MA1205
 MA1205  VERT ORDER  -  FIRST     CLASS II
 MA1205
 MA1205.The horizontal coordinates were scaled from a topographic map and have
 MA1205.an estimated accuracy of +/- 6 seconds.
 MA1205
 MA1205.The orthometric height was determined by differential leveling
 MA1205.and adjusted by the National Geodetic Survey in June 1991..
 MA1205
 MA1205.The geoid height was determined by GEOID03.
 MA1205
 MA1205.The dynamic height is computed by dividing the NAVD 88
 MA1205.geopotential number by the normal gravity value computed on the
 MA1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1205.degrees latitude (g = 980.6199 gals.).
 MA1205
 MA1205.The modeled gravity was interpolated from observed gravity values.
 MA1205
 MA1205;                    North         East    Units  Estimated Accuracy
 MA1205;SPC PA N     -   143,540.      415,740.      MT  (+/- 180 meters Scaled)
 MA1205
 MA1205                          SUPERSEDED SURVEY CONTROL
 MA1205
 MA1205  NGVD 29 (06/03/92)  316.428  (m)         1038.15   (f) ADJUSTED    1 2
 MA1205
 MA1205.Superseded values are not recommended for survey control.
 MA1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1205.See file dsdata.txt to determine how the superseded data were derived.
 MA1205
 MA1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF873879(NAD 83)
 MA1205_MARKER: DD = SURVEY DISK
 MA1205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1205_SP_SET: ABUTMENT
 MA1205_STAMPING: 1038 PITTSBURG 1899
 MA1205_MARK LOGO: USGS  
 MA1205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1205
 MA1205  HISTORY     - Date     Condition        Report By
 MA1205  HISTORY     - 1899     MONUMENTED       USGS
 MA1205  HISTORY     - 1967     GOOD             NGS
 MA1205  HISTORY     - 1982     GOOD             NGS
 MA1205
 MA1205                          STATION DESCRIPTION
 MA1205
 MA1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1205'AT UTICA.
 MA1205'AT UTICA, VENANGO COUNTY, 300 FEET SOUTH OF THE ERIE RAILROAD
 MA1205'STATION, AT A HIGHWAY BRIDGE, AND IN THE TOP OF THE NORTH SIDE
 MA1205'OF THE EAST ABUTMENT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 MA1205'DISK, STAMPED 1038 PITTSBURG 1899.
 MA1205
 MA1205                          STATION RECOVERY (1982)
 MA1205
 MA1205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MA1205'RECOVERED IN GOOD CONDITION.
 MA1205'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0131 ***********************************************************************
 MA0131  DESIGNATION -  1038.2
 MA0131  PID         -  MA0131
 MA0131  STATE/COUNTY-  PA/CAMERON
 MA0131  USGS QUAD   -  EMPORIUM (1983)
 MA0131
 MA0131                         *CURRENT SURVEY CONTROL
 MA0131  ___________________________________________________________________
 MA0131* NAD 83(1986)-  41 30 35.     (N)    078 14 41.     (W)     SCALED    
 MA0131* NAVD 88     -       316.405  (meters)    1038.07   (feet)  ADJUSTED  
 MA0131  ___________________________________________________________________
 MA0131  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 MA0131  DYNAMIC HT  -         316.271 (meters)    1037.63  (feet)  COMP
 MA0131  MODELED GRAV-     980,188.7   (mgal)                       NAVD 88
 MA0131
 MA0131  VERT ORDER  -  SECOND    CLASS 0
 MA0131
 MA0131.The horizontal coordinates were scaled from a topographic map and have
 MA0131.an estimated accuracy of +/- 6 seconds.
 MA0131
 MA0131.The orthometric height was determined by differential leveling
 MA0131.and adjusted by the National Geodetic Survey in June 1991..
 MA0131
 MA0131.The geoid height was determined by GEOID03.
 MA0131
 MA0131.The dynamic height is computed by dividing the NAVD 88
 MA0131.geopotential number by the normal gravity value computed on the
 MA0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0131.degrees latitude (g = 980.6199 gals.).
 MA0131
 MA0131.The modeled gravity was interpolated from observed gravity values.
 MA0131
 MA0131;                    North         East    Units  Estimated Accuracy
 MA0131;SPC PA N     -   149,270.      558,700.      MT  (+/- 180 meters Scaled)
 MA0131
 MA0131                          SUPERSEDED SURVEY CONTROL
 MA0131
 MA0131  NGVD 29 (??/??/92)  316.566  (m)         1038.60   (f) ADJ UNCH    2 0
 MA0131
 MA0131.Superseded values are not recommended for survey control.
 MA0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0131.See file dsdata.txt to determine how the superseded data were derived.
 MA0131
 MA0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF299990(NAD 83)
 MA0131_MARKER: Z = SEE DESCRIPTION
 MA0131_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0131_SP_SET: STONE ABUTMENT
 MA0131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0131
 MA0131  HISTORY     - Date     Condition        Report By
 MA0131  HISTORY     - UNK      MONUMENTED       USGS
 MA0131  HISTORY     - 1934     GOOD             NGS
 MA0131
 MA0131                          STATION DESCRIPTION
 MA0131
 MA0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0131'AT EMPORIUM.
 MA0131'ON THE PENNSYLVANIA RAILROAD, ABOUT 1,000 FEET WEST OF THE
 MA0131'SYLVANIA RADIO TUBE FACTORY, AT BRIDGE 148.77, ON THE TOP OF THE
 MA0131'NORTH END OF THE EAST STONE ABUTMENT, AND 25 FEET NORTH OF THE
 MA0131'CENTER LINE OF THE TRACK.  A HIGH POINT, SURROUNDED BY A PAINTED
 MA0131'CIRCLE MARKED 1038.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0132 ***********************************************************************
 MA0132  DESIGNATION -  1040
 MA0132  PID         -  MA0132
 MA0132  STATE/COUNTY-  PA/CAMERON
 MA0132  USGS QUAD   -  EMPORIUM (1983)
 MA0132
 MA0132                         *CURRENT SURVEY CONTROL
 MA0132  ___________________________________________________________________
 MA0132* NAD 83(1986)-  41 30 33.     (N)    078 14 45.     (W)     SCALED    
 MA0132* NAVD 88     -       316.930  (meters)    1039.79   (feet)  ADJUSTED  
 MA0132  ___________________________________________________________________
 MA0132  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 MA0132  DYNAMIC HT  -         316.795 (meters)    1039.35  (feet)  COMP
 MA0132  MODELED GRAV-     980,187.7   (mgal)                       NAVD 88
 MA0132
 MA0132  VERT ORDER  -  SECOND    CLASS 0
 MA0132
 MA0132.The horizontal coordinates were scaled from a topographic map and have
 MA0132.an estimated accuracy of +/- 6 seconds.
 MA0132
 MA0132.The orthometric height was determined by differential leveling
 MA0132.and adjusted by the National Geodetic Survey in June 1991..
 MA0132
 MA0132.The geoid height was determined by GEOID03.
 MA0132
 MA0132.The dynamic height is computed by dividing the NAVD 88
 MA0132.geopotential number by the normal gravity value computed on the
 MA0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0132.degrees latitude (g = 980.6199 gals.).
 MA0132
 MA0132.The modeled gravity was interpolated from observed gravity values.
 MA0132
 MA0132;                    North         East    Units  Estimated Accuracy
 MA0132;SPC PA N     -   149,210.      558,610.      MT  (+/- 180 meters Scaled)
 MA0132
 MA0132                          SUPERSEDED SURVEY CONTROL
 MA0132
 MA0132  NGVD 29 (??/??/92)  317.090  (m)         1040.32   (f) ADJ UNCH    2 0
 MA0132
 MA0132.Superseded values are not recommended for survey control.
 MA0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0132.See file dsdata.txt to determine how the superseded data were derived.
 MA0132
 MA0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF298989(NAD 83)
 MA0132_MARKER: Z = SEE DESCRIPTION
 MA0132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0132_SP_SET: STONE ABUTMENT
 MA0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0132
 MA0132  HISTORY     - Date     Condition        Report By
 MA0132  HISTORY     - UNK      MONUMENTED       USGS
 MA0132  HISTORY     - 1934     GOOD             NGS
 MA0132
 MA0132                          STATION DESCRIPTION
 MA0132
 MA0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0132'AT EMPORIUM.
 MA0132'ON THE PENNSYLVANIA RAILROAD, ABOUT 1,200 FEET WEST OF THE
 MA0132'SYLVANIA RADIO TUBE FACTORY, AT BRIDGE 148.77, ON THE TOP OF THE
 MA0132'NORTH END OF THE WEST STONE ABUTMENT, 24 FEET NORTH OF THE CENTER
 MA0132'LINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE
 MA0132'RAIL.  A HIGH POINT, SURROUNDED BY A PAINTED CIRCLE MARKED 1040.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1211 ***********************************************************************
 KX1211  DESIGNATION -  1040
 KX1211  PID         -  KX1211
 KX1211  STATE/COUNTY-  PA/WESTMORELAND
 KX1211  USGS QUAD   -  GREENSBURG (1993)
 KX1211
 KX1211                         *CURRENT SURVEY CONTROL
 KX1211  ___________________________________________________________________
 KX1211* NAD 83(1986)-  40 19 40.     (N)    079 36 54.     (W)     SCALED    
 KX1211* NAVD 88     -       316.813  (meters)    1039.41   (feet)  ADJUSTED  
 KX1211  ___________________________________________________________________
 KX1211  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KX1211  DYNAMIC HT  -         316.643 (meters)    1038.85  (feet)  COMP
 KX1211  MODELED GRAV-     980,078.6   (mgal)                       NAVD 88
 KX1211
 KX1211  VERT ORDER  -  FIRST     CLASS I
 KX1211
 KX1211.The horizontal coordinates were scaled from a topographic map and have
 KX1211.an estimated accuracy of +/- 6 seconds.
 KX1211
 KX1211.The orthometric height was determined by differential leveling
 KX1211.and adjusted by the National Geodetic Survey in June 1991..
 KX1211
 KX1211.The geoid height was determined by GEOID03.
 KX1211
 KX1211.The dynamic height is computed by dividing the NAVD 88
 KX1211.geopotential number by the normal gravity value computed on the
 KX1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1211.degrees latitude (g = 980.6199 gals.).
 KX1211
 KX1211.The modeled gravity was interpolated from observed gravity values.
 KX1211
 KX1211;                    North         East    Units  Estimated Accuracy
 KX1211;SPC PA S     -   112,090.      441,520.      MT  (+/- 180 meters Scaled)
 KX1211
 KX1211                          SUPERSEDED SURVEY CONTROL
 KX1211
 KX1211  NGVD 29 (??/??/92)  316.974  (m)         1039.94   (f) ADJ UNCH    1 1
 KX1211
 KX1211.Superseded values are not recommended for survey control.
 KX1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1211.See file dsdata.txt to determine how the superseded data were derived.
 KX1211
 KX1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE176650(NAD 83)
 KX1211_MARKER: DD = SURVEY DISK
 KX1211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1211_SP_SET: ABUTMENT
 KX1211_STAMPING: 1040 DATUM PITTS
 KX1211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1211
 KX1211  HISTORY     - Date     Condition        Report By
 KX1211  HISTORY     - UNK      MONUMENTED       USGS
 KX1211  HISTORY     - 1966     GOOD             NGS
 KX1211  HISTORY     - 20010709 GOOD             PADT
 KX1211
 KX1211                          STATION DESCRIPTION
 KX1211
 KX1211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX1211'AT JEANNETTE.
 KX1211'AT JEANNETTE, ALONG THE PENNSYLVANIA RAILROAD, ABOUT 2 1/2 RAILS
 KX1211'EAST OF THE EAST END OF THE STATION, SET VERTICALLY IN THE NORTH
 KX1211'CONCRETE FACE OF THE SOUTH ABUTMENT OF THE SECOND STREET OVERPASS
 KX1211'OVER THE TRACKS, 12 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 KX1211'ONE OF 4 TRACKS, 1.6 FEET ABOVE THE BRICK PLATFORM, 1 1/2 FEET
 KX1211'EAST OF THE NORTHWEST CORNER OF THE ABUTMENT AND 2 FEET ABOVE THE
 KX1211'LEVEL OF THE TRACK.
 KX1211
 KX1211                          STATION RECOVERY (2001)
 KX1211
 KX1211'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DP)
 KX1211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0956 ***********************************************************************
 KX0956  DESIGNATION -  1045.973
 KX0956  PID         -  KX0956
 KX0956  STATE/COUNTY-  PA/CLARION
 KX0956  USGS QUAD   -  TEMPLETON (1993)
 KX0956
 KX0956                         *CURRENT SURVEY CONTROL
 KX0956  ___________________________________________________________________
 KX0956* NAD 83(1986)-  40 59 11.     (N)    079 22 41.     (W)     SCALED    
 KX0956* NAVD 88     -       318.690  (meters)    1045.57   (feet)  ADJUSTED  
 KX0956  ___________________________________________________________________
 KX0956  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KX0956  DYNAMIC HT  -         318.536 (meters)    1045.06  (feet)  COMP
 KX0956  MODELED GRAV-     980,131.8   (mgal)                       NAVD 88
 KX0956
 KX0956  VERT ORDER  -  SECOND    CLASS 0
 KX0956
 KX0956.The horizontal coordinates were scaled from a topographic map and have
 KX0956.an estimated accuracy of +/- 6 seconds.
 KX0956
 KX0956.The orthometric height was determined by differential leveling
 KX0956.and adjusted by the National Geodetic Survey in June 1991..
 KX0956
 KX0956.The geoid height was determined by GEOID03.
 KX0956
 KX0956.The dynamic height is computed by dividing the NAVD 88
 KX0956.geopotential number by the normal gravity value computed on the
 KX0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0956.degrees latitude (g = 980.6199 gals.).
 KX0956
 KX0956.The modeled gravity was interpolated from observed gravity values.
 KX0956
 KX0956;                    North         East    Units  Estimated Accuracy
 KX0956;SPC PA N     -    92,320.      463,010.      MT  (+/- 180 meters Scaled)
 KX0956
 KX0956                          SUPERSEDED SURVEY CONTROL
 KX0956
 KX0956  NGVD 29 (??/??/92)  318.858  (m)         1046.12   (f) ADJ UNCH    2 0
 KX0956
 KX0956.Superseded values are not recommended for survey control.
 KX0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0956.See file dsdata.txt to determine how the superseded data were derived.
 KX0956
 KX0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF364385(NAD 83)
 KX0956_MARKER: B = BOLT
 KX0956_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0956_SP_SET: SILL
 KX0956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0956
 KX0956  HISTORY     - Date     Condition        Report By
 KX0956  HISTORY     - UNK      MONUMENTED       USGS
 KX0956  HISTORY     - 1935     GOOD             NGS
 KX0956
 KX0956                          STATION DESCRIPTION
 KX0956
 KX0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0956'AT CLIMAX.
 KX0956'AT CLIMAX, CLARION COUNTY, ON THE PENNSYLVANIA RAILROAD, IN THE
 KX0956'TOP OF THE EAST END OF THE POST OFFICE DOOR SILL, 3 FEET EAST
 KX0956'OF THE SOUTHWEST CORNER OF THE BUILDING, 15 FEET NORTH OF THE
 KX0956'CENTER LINE OF THE TRACK, AND ABOUT 3 INCHES HIGHER THAN THE TOP
 KX0956'OF THE RAIL.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0955 ***********************************************************************
 KX0955  DESIGNATION -  1046
 KX0955  PID         -  KX0955
 KX0955  STATE/COUNTY-  PA/CLARION
 KX0955  USGS QUAD   -  TEMPLETON (1993)
 KX0955
 KX0955                         *CURRENT SURVEY CONTROL
 KX0955  ___________________________________________________________________
 KX0955* NAD 83(1986)-  40 59 11.     (N)    079 22 41.     (W)     SCALED    
 KX0955* NAVD 88     -       318.587  (meters)    1045.23   (feet)  ADJUSTED  
 KX0955  ___________________________________________________________________
 KX0955  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KX0955  DYNAMIC HT  -         318.433 (meters)    1044.73  (feet)  COMP
 KX0955  MODELED GRAV-     980,131.8   (mgal)                       NAVD 88
 KX0955
 KX0955  VERT ORDER  -  SECOND    CLASS 0
 KX0955
 KX0955.The horizontal coordinates were scaled from a topographic map and have
 KX0955.an estimated accuracy of +/- 6 seconds.
 KX0955
 KX0955.The orthometric height was determined by differential leveling
 KX0955.and adjusted by the National Geodetic Survey in June 1991..
 KX0955
 KX0955.The geoid height was determined by GEOID03.
 KX0955
 KX0955.The dynamic height is computed by dividing the NAVD 88
 KX0955.geopotential number by the normal gravity value computed on the
 KX0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0955.degrees latitude (g = 980.6199 gals.).
 KX0955
 KX0955.The modeled gravity was interpolated from observed gravity values.
 KX0955
 KX0955;                    North         East    Units  Estimated Accuracy
 KX0955;SPC PA N     -    92,320.      463,010.      MT  (+/- 180 meters Scaled)
 KX0955
 KX0955                          SUPERSEDED SURVEY CONTROL
 KX0955
 KX0955  NGVD 29 (??/??/92)  318.755  (m)         1045.78   (f) ADJ UNCH    2 0
 KX0955
 KX0955.Superseded values are not recommended for survey control.
 KX0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0955.See file dsdata.txt to determine how the superseded data were derived.
 KX0955
 KX0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF364385(NAD 83)
 KX0955_MARKER: DD = SURVEY DISK
 KX0955_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0955_SP_SET: FOUNDATION
 KX0955_STAMPING: 1046 ADJ 1903
 KX0955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0955
 KX0955  HISTORY     - Date     Condition        Report By
 KX0955  HISTORY     - 1903     MONUMENTED       USGS
 KX0955  HISTORY     - 1935     GOOD             NGS
 KX0955
 KX0955                          STATION DESCRIPTION
 KX0955
 KX0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0955'AT CLIMAX.
 KX0955'AT CLIMAX, CLARION COUNTY, ON THE PENNSYLVANIA RAILROAD, IN THE
 KX0955'SOUTHWEST CORNER OF THE POST OFFICE FOUNDATION, 15 FEET NORTH
 KX0955'OF THE CENTER LINE OF THE TRACK, AND ABOUT LEVEL WITH THE TOP OF
 KX0955'THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 KX0955'STAMPED 1046 ADJ. 1903 AND SET VERTICALLY.  NOTE-- IN WAS REPORTED
 KX0955'IN 1935 THAT THE STAMPING WAS ILLEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2014 ***********************************************************************
 KV2014  DESIGNATION -  10/47+89 PADH
 KV2014  PID         -  KV2014
 KV2014  STATE/COUNTY-  PA/BUCKS
 KV2014  USGS QUAD   -  QUAKERTOWN (1994)
 KV2014
 KV2014                         *CURRENT SURVEY CONTROL
 KV2014  ___________________________________________________________________
 KV2014* NAD 83(1986)-  40 25 51.     (N)    075 17 45.     (W)     SCALED    
 KV2014* NAVD 88     -       150.092  (meters)     492.43   (feet)  ADJUSTED  
 KV2014  ___________________________________________________________________
 KV2014  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 KV2014  DYNAMIC HT  -         150.016 (meters)     492.18  (feet)  COMP
 KV2014  MODELED GRAV-     980,119.6   (mgal)                       NAVD 88
 KV2014
 KV2014  VERT ORDER  -  SECOND    CLASS 0
 KV2014
 KV2014.The horizontal coordinates were scaled from a topographic map and have
 KV2014.an estimated accuracy of +/- 6 seconds.
 KV2014
 KV2014.The orthometric height was determined by differential leveling
 KV2014.and adjusted by the National Geodetic Survey in June 1991..
 KV2014
 KV2014.The geoid height was determined by GEOID03.
 KV2014
 KV2014.The dynamic height is computed by dividing the NAVD 88
 KV2014.geopotential number by the normal gravity value computed on the
 KV2014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2014.degrees latitude (g = 980.6199 gals.).
 KV2014
 KV2014.The modeled gravity was interpolated from observed gravity values.
 KV2014
 KV2014;                    North         East    Units  Estimated Accuracy
 KV2014;SPC PA S     -   124,750.      808,210.      MT  (+/- 180 meters Scaled)
 KV2014
 KV2014                          SUPERSEDED SURVEY CONTROL
 KV2014
 KV2014  NGVD 29 (??/??/??)  150.386  (m)          493.39   (f) ADJUSTED    2 0
 KV2014
 KV2014.Superseded values are not recommended for survey control.
 KV2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2014.See file dsdata.txt to determine how the superseded data were derived.
 KV2014
 KV2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK749756(NAD 83)
 KV2014_MARKER: DD = SURVEY DISK
 KV2014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2014_SP_SET: WALL
 KV2014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2014_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2014+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2004
 KV2014
 KV2014  HISTORY     - Date     Condition        Report By
 KV2014  HISTORY     - UNK      MONUMENTED       PADH
 KV2014  HISTORY     - 1942     GOOD             CGS
 KV2014  HISTORY     - 1944     GOOD             CGS
 KV2014  HISTORY     - 20040221 GOOD             USPSQD
 KV2014
 KV2014                          STATION DESCRIPTION
 KV2014
 KV2014'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2014'2.3 MI SE FROM QUAKERTOWN.
 KV2014'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 313 FROM THE READING
 KV2014'CO. RAILWAY STATION AT QUAKERTOWN, AT CONCRETE BRIDGE NO. 10/47+62
 KV2014'(CHANGED FROM NO. 10/47+89), IN THE TOP OF THE SOUTHWEST WING
 KV2014'WALL, AND 17 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A
 KV2014'P.D.H. DISK, FOUND NOT TO BE STAMPED.
 KV2014
 KV2014                          STATION RECOVERY (1944)
 KV2014
 KV2014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 KV2014'RECOVERED IN GOOD CONDITION.
 KV2014
 KV2014                          STATION RECOVERY (2004)
 KV2014
 KV2014'RECOVERY NOTE BY US POWER SQUADRON 2004 (NCS)
 KV2014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0333 ***********************************************************************
 MB0333  DESIGNATION -  1052
 MB0333  PID         -  MB0333
 MB0333  STATE/COUNTY-  PA/MERCER
 MB0333  USGS QUAD   -  NEW LEBANON (1987)
 MB0333
 MB0333                         *CURRENT SURVEY CONTROL
 MB0333  ___________________________________________________________________
 MB0333* NAD 83(1986)-  41 28 18.     (N)    080 01 06.     (W)     SCALED    
 MB0333* NAVD 88     -       320.478  (meters)    1051.43   (feet)  ADJUSTED  
 MB0333  ___________________________________________________________________
 MB0333  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 MB0333  DYNAMIC HT  -         320.340 (meters)    1050.98  (feet)  COMP
 MB0333  MODELED GRAV-     980,186.4   (mgal)                       NAVD 88
 MB0333
 MB0333  VERT ORDER  -  SECOND    CLASS 0
 MB0333
 MB0333.The horizontal coordinates were scaled from a topographic map and have
 MB0333.an estimated accuracy of +/- 6 seconds.
 MB0333
 MB0333.The orthometric height was determined by differential leveling
 MB0333.and adjusted by the National Geodetic Survey in June 1991..
 MB0333
 MB0333.The geoid height was determined by GEOID03.
 MB0333
 MB0333.The dynamic height is computed by dividing the NAVD 88
 MB0333.geopotential number by the normal gravity value computed on the
 MB0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0333.degrees latitude (g = 980.6199 gals.).
 MB0333
 MB0333.The modeled gravity was interpolated from observed gravity values.
 MB0333
 MB0333;                    North         East    Units  Estimated Accuracy
 MB0333;SPC PA N     -   147,410.      410,550.      MT  (+/- 180 meters Scaled)
 MB0333
 MB0333                          SUPERSEDED SURVEY CONTROL
 MB0333
 MB0333  NGVD 29 (??/??/92)  320.656  (m)         1052.02   (f) ADJ UNCH    2 0
 MB0333
 MB0333.Superseded values are not recommended for survey control.
 MB0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0333.See file dsdata.txt to determine how the superseded data were derived.
 MB0333
 MB0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF819915(NAD 83)
 MB0333_MARKER: DD = SURVEY DISK
 MB0333_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0333_SP_SET: WALL
 MB0333_STAMPING: 1052 1908
 MB0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0333
 MB0333  HISTORY     - Date     Condition        Report By
 MB0333  HISTORY     - 1908     MONUMENTED       USGS
 MB0333  HISTORY     - 1935     GOOD             NGS
 MB0333  HISTORY     - 1967     GOOD             USGS
 MB0333
 MB0333                          STATION DESCRIPTION
 MB0333
 MB0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MB0333'AT CARLTON.
 MB0333'AT CARLTON, ON THE ERIE RAILROAD, 200 FEET SOUTH OF THE POST
 MB0333'OFFICE, 85 FEET SOUTHWEST OF A ROAD CROSSING, AT A 270 FOOT
 MB0333'DOUBLE-SPAN HIGHWAY BRIDGE OVER FRENCH CREEK, AT THE NORTHWEST
 MB0333'END OF THE NORTHEAST ABUTMENT, IN THE TOP OF THE SOUTHWEST
 MB0333'CORNER OF THE STONE WING WALL, 12 FEET NORTHWEST OF THE CENTERLINE
 MB0333'OF THE ROAD, AND LEVEL WITH THE ROAD.  A UNITED STATES GEOLOGICAL
 MB0333'SURVEY STANDARD DISK, STAMPED 1052 1908.
 MB0333
 MB0333                          STATION RECOVERY (1967)
 MB0333
 MB0333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 MB0333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0133 ***********************************************************************
 MA0133  DESIGNATION -  1052.6
 MA0133  PID         -  MA0133
 MA0133  STATE/COUNTY-  PA/CAMERON
 MA0133  USGS QUAD   -  RICH VALLEY (1971)
 MA0133
 MA0133                         *CURRENT SURVEY CONTROL
 MA0133  ___________________________________________________________________
 MA0133* NAD 83(1986)-  41 30 18.     (N)    078 15 15.     (W)     SCALED    
 MA0133* NAVD 88     -       320.755  (meters)    1052.34   (feet)  ADJUSTED  
 MA0133  ___________________________________________________________________
 MA0133  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 MA0133  DYNAMIC HT  -         320.616 (meters)    1051.89  (feet)  COMP
 MA0133  MODELED GRAV-     980,179.8   (mgal)                       NAVD 88
 MA0133
 MA0133  VERT ORDER  -  SECOND    CLASS 0
 MA0133
 MA0133.The horizontal coordinates were scaled from a topographic map and have
 MA0133.an estimated accuracy of +/- 6 seconds.
 MA0133
 MA0133.The orthometric height was determined by differential leveling
 MA0133.and adjusted by the National Geodetic Survey in June 1991..
 MA0133
 MA0133.The geoid height was determined by GEOID03.
 MA0133
 MA0133.The dynamic height is computed by dividing the NAVD 88
 MA0133.geopotential number by the normal gravity value computed on the
 MA0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0133.degrees latitude (g = 980.6199 gals.).
 MA0133
 MA0133.The modeled gravity was interpolated from observed gravity values.
 MA0133
 MA0133;                    North         East    Units  Estimated Accuracy
 MA0133;SPC PA N     -   148,750.      557,910.      MT  (+/- 180 meters Scaled)
 MA0133
 MA0133                          SUPERSEDED SURVEY CONTROL
 MA0133
 MA0133  NGVD 29 (??/??/92)  320.914  (m)         1052.87   (f) ADJ UNCH    2 0
 MA0133
 MA0133.Superseded values are not recommended for survey control.
 MA0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0133.See file dsdata.txt to determine how the superseded data were derived.
 MA0133
 MA0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF291984(NAD 83)
 MA0133_MARKER: Z = SEE DESCRIPTION
 MA0133_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0133_SP_SET: STONE ABUTMENT
 MA0133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0133
 MA0133  HISTORY     - Date     Condition        Report By
 MA0133  HISTORY     - UNK      MONUMENTED       USGS
 MA0133  HISTORY     - 1934     GOOD             NGS
 MA0133
 MA0133                          STATION DESCRIPTION
 MA0133
 MA0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0133'1.2 MI W FROM EMPORIUM.
 MA0133'1.2 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA0133'AT EMPORIUM, CAMERON COUNTY, AT BRIDGE 148.19, ON THE TOP OF THE
 MA0133'NORTH END OF THE EAST STONE ABUTMENT, 10 FEET NORTH OF THE CENTER
 MA0133'LINE OF THE TRACK, AND ABOUT 3 FEET LOWER THAN THE TOP OF THE
 MA0133'RAIL.  A HIGH POINT, SURROUNDED BY A PAINTED CIRCLE MARKED
 MA0133'1052.6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1594 ***********************************************************************
 KW1594  DESIGNATION -  1053.9 USGS
 KW1594  PID         -  KW1594
 KW1594  STATE/COUNTY-  PA/CENTRE
 KW1594  USGS QUAD   -  COBURN (1973)
 KW1594
 KW1594                         *CURRENT SURVEY CONTROL
 KW1594  ___________________________________________________________________
 KW1594* NAD 83(1986)-  40 51 24.     (N)    077 28 56.     (W)     SCALED    
 KW1594* NAVD 88     -       321.210  (meters)    1053.84   (feet)  ADJUSTED  
 KW1594  ___________________________________________________________________
 KW1594  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KW1594  DYNAMIC HT  -         321.052 (meters)    1053.32  (feet)  COMP
 KW1594  MODELED GRAV-     980,123.6   (mgal)                       NAVD 88
 KW1594
 KW1594  VERT ORDER  -  SECOND    CLASS 0
 KW1594
 KW1594.The horizontal coordinates were scaled from a topographic map and have
 KW1594.an estimated accuracy of +/- 6 seconds.
 KW1594
 KW1594.The orthometric height was determined by differential leveling
 KW1594.and adjusted by the National Geodetic Survey in June 1991..
 KW1594
 KW1594.The geoid height was determined by GEOID03.
 KW1594
 KW1594.The dynamic height is computed by dividing the NAVD 88
 KW1594.geopotential number by the normal gravity value computed on the
 KW1594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1594.degrees latitude (g = 980.6199 gals.).
 KW1594
 KW1594.The modeled gravity was interpolated from observed gravity values.
 KW1594
 KW1594;                    North         East    Units  Estimated Accuracy
 KW1594;SPC PA N     -    76,660.      622,580.      MT  (+/- 180 meters Scaled)
 KW1594
 KW1594                          SUPERSEDED SURVEY CONTROL
 KW1594
 KW1594  NGVD 29 (??/??/??)  321.416  (m)         1054.51   (f) ADJUSTED    2 0
 KW1594
 KW1594.Superseded values are not recommended for survey control.
 KW1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1594.See file dsdata.txt to determine how the superseded data were derived.
 KW1594
 KW1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL907258(NAD 83)
 KW1594_MARKER: Q = CHISELED SQUARE
 KW1594_SETTING: 80 = SET IN A BOULDER
 KW1594_SP_SET: BOULDER
 KW1594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1594+STABILITY: SURFACE MOTION
 KW1594
 KW1594  HISTORY     - Date     Condition        Report By
 KW1594  HISTORY     - UNK      MONUMENTED       USGS
 KW1594  HISTORY     - 1934     GOOD             CGS
 KW1594
 KW1594                          STATION DESCRIPTION
 KW1594
 KW1594'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1594'5.7 MI SE FROM RISING SPRINGS.
 KW1594'2,710 FEET EAST OF MILEPOST 38, 30 FEET SOUTH OF THE CENTER
 KW1594'RAIL, ON THE TOP OF AN 8 BY 5 FEET BOULDER, AND ABOUT 2 FEET
 KW1594'LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0561 ***********************************************************************
 LZ0561  DESIGNATION -  1055.92
 LZ0561  PID         -  LZ0561
 LZ0561  STATE/COUNTY-  PA/BRADFORD
 LZ0561  USGS QUAD   -  TROY (1983)
 LZ0561
 LZ0561                         *CURRENT SURVEY CONTROL
 LZ0561  ___________________________________________________________________
 LZ0561* NAD 83(1986)-  41 47 15.     (N)    076 45 55.     (W)     SCALED    
 LZ0561* NAVD 88     -       321.820  (meters)    1055.84   (feet)  ADJUSTED  
 LZ0561  ___________________________________________________________________
 LZ0561  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 LZ0561  DYNAMIC HT  -         321.689 (meters)    1055.41  (feet)  COMP
 LZ0561  MODELED GRAV-     980,206.7   (mgal)                       NAVD 88
 LZ0561
 LZ0561  VERT ORDER  -  SECOND    CLASS 0
 LZ0561
 LZ0561.The horizontal coordinates were scaled from a topographic map and have
 LZ0561.an estimated accuracy of +/- 6 seconds.
 LZ0561
 LZ0561.The orthometric height was determined by differential leveling
 LZ0561.and adjusted by the National Geodetic Survey in June 1991..
 LZ0561
 LZ0561.The geoid height was determined by GEOID03.
 LZ0561
 LZ0561.The dynamic height is computed by dividing the NAVD 88
 LZ0561.geopotential number by the normal gravity value computed on the
 LZ0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0561.degrees latitude (g = 980.6199 gals.).
 LZ0561
 LZ0561.The modeled gravity was interpolated from observed gravity values.
 LZ0561
 LZ0561;                    North         East    Units  Estimated Accuracy
 LZ0561;SPC PA N     -   180,470.      681,850.      MT  (+/- 180 meters Scaled)
 LZ0561
 LZ0561                          SUPERSEDED SURVEY CONTROL
 LZ0561
 LZ0561  NGVD 29 (??/??/92)  321.974  (m)         1056.34   (f) ADJ UNCH    2 0
 LZ0561
 LZ0561.Superseded values are not recommended for survey control.
 LZ0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0561.See file dsdata.txt to determine how the superseded data were derived.
 LZ0561
 LZ0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM533276(NAD 83)
 LZ0561_MARKER: Q = CHISELED SQUARE
 LZ0561_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0561_SP_SET: BRIDGE
 LZ0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0561
 LZ0561  HISTORY     - Date     Condition        Report By
 LZ0561  HISTORY     - UNK      MONUMENTED       USGS
 LZ0561  HISTORY     - 1935     GOOD             NGS
 LZ0561
 LZ0561                          STATION DESCRIPTION
 LZ0561
 LZ0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ0561'1.3 MI E FROM TROY.
 LZ0561'1.3 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE PENNSYLVANIA
 LZ0561'RAILROAD STATION AT TROY, BRADFORD COUNTY, ABOUT 150 FEET EAST
 LZ0561'OF THE CENTER LINE OF THE NEW HIGHWAY, 32 FEET WEST OF THE CENTER
 LZ0561'LINE OF THE OLD HIGHWAY, AT A 180-FOOT SPAN TRUSS OVER SUGAR
 LZ0561'CREEK, ON THE TOP OF THE NORTHEAST MASONRY WING WALL, PAINTED
 LZ0561'1055.4, 1.5 FEET SOUTHWEST OF THE NORTHEAST END, AND ABOUT LEVEL
 LZ0561'WITH THE ROADWAY.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2783 ***********************************************************************
 KW2783  DESIGNATION -  1058 USGS 1966
 KW2783  PID         -  KW2783
 KW2783  STATE/COUNTY-  PA/PERRY
 KW2783  USGS QUAD   -  MILLERSTOWN (1978)
 KW2783
 KW2783                         *CURRENT SURVEY CONTROL
 KW2783  ___________________________________________________________________
 KW2783* NAD 83(1992)-  40 34 04.90043(N)    077 09 59.60621(W)     ADJUSTED  
 KW2783* NAVD 88     -       322.     (meters)    1056.     (feet)  SCALED    
 KW2783  ___________________________________________________________________
 KW2783  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 KW2783  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 KW2783
 KW2783  HORZ ORDER  -  SECOND
 KW2783
 KW2783.The horizontal coordinates were established by classical geodetic methods
 KW2783.and adjusted by the National Geodetic Survey in June 2002..
 KW2783
 KW2783.The orthometric height was scaled from a topographic map.
 KW2783
 KW2783.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2783
 KW2783.The geoid height was determined by GEOID03.
 KW2783
 KW2783;                    North         East     Units Scale Factor Converg.
 KW2783;SPC PA S     -   137,258.155   649,404.885   MT  0.99996159   +0 22 42.7
 KW2783;SPC PA S     -   450,321.13  2,130,589.19   sFT  0.99996159   +0 22 42.7
 KW2783;UTM  18      - 4,493,061.562   316,597.991   MT  1.00001404   -1 24 33.9
 KW2783
 KW2783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2783!SPC PA S     -   0.99995483  x   0.99996159  =   0.99991642
 KW2783!UTM  18      -   0.99995483  x   1.00001404  =   0.99996886
 KW2783
 KW2783                          SUPERSEDED SURVEY CONTROL
 KW2783
 KW2783  NAD 83(1986)-  40 34 04.89934(N)    077 09 59.60558(W) AD(       ) 2
 KW2783  NAD 27      -  40 34 04.61298(N)    077 10 00.66634(W) AD(       ) 2
 KW2783
 KW2783.Superseded values are not recommended for survey control.
 KW2783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2783.See file dsdata.txt to determine how the superseded data were derived.
 KW2783
 KW2783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK1659893062(NAD 83)
 KW2783_MARKER: DD = SURVEY DISK
 KW2783_SETTING: 66 = SET IN ROCK OUTCROP
 KW2783_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KW2783_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW2783+STABILITY: POSITION/ELEVATION WELL
 KW2783
 KW2783  HISTORY     - Date     Condition        Report By
 KW2783  HISTORY     - 1966     MONUMENTED       USGS
 KW2783
 KW2783                          STATION DESCRIPTION
 KW2783
 KW2783'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (ELH)
 KW2783'STATION IS LOCATED ABOUT 1.5 MILES NORTH NORTHWEST OF MILLERSTOWN,
 KW2783'3.7 MILES EAST OF THOMPSONTOWN AND ON PROPERTY OF
 KW2783'MRS. JOHN A. SHIFFER.  IT IS 16 FEET SOUTHWEST OF A MAPLE TREE, 10
 KW2783'FEET NORTHEAST OF A 10-INCH PINE TREE AND 8 FEET
 KW2783'NORTHEAST OF AN 8-INCH PINE TREE.  THE MARK IS A U.S. GEOLOGICAL
 KW2783'SURVEY DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 KW2783'ABOUT 7 INCHES BELOW THE SURFACE OF THE GROUND AND STAMPED 1058.
 KW2783'
 KW2783'A TRAVERSE CONNECTION WAS MADE TO TRAVERSE STATION MILLERSTOWN 1966,
 KW2783'THE DISTANCE BEING 122.18 FEET OR 37.240 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0192 ***********************************************************************
 MA0192  DESIGNATION -  106
 MA0192  PID         -  MA0192
 MA0192  STATE/COUNTY-  PA/ELK
 MA0192  USGS QUAD   -  DENTS RUN (1994)
 MA0192
 MA0192                         *CURRENT SURVEY CONTROL
 MA0192  ___________________________________________________________________
 MA0192* NAD 83(1986)-  41 19 28.     (N)    078 20 22.     (W)     SCALED    
 MA0192* NAVD 88     -       303.223  (meters)     994.82   (feet)  ADJUSTED  
 MA0192  ___________________________________________________________________
 MA0192  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 MA0192  DYNAMIC HT  -         303.078 (meters)     994.35  (feet)  COMP
 MA0192  MODELED GRAV-     980,139.4   (mgal)                       NAVD 88
 MA0192
 MA0192  VERT ORDER  -  SECOND    CLASS 0
 MA0192
 MA0192.The horizontal coordinates were scaled from a topographic map and have
 MA0192.an estimated accuracy of +/- 6 seconds.
 MA0192
 MA0192.The orthometric height was determined by differential leveling
 MA0192.and adjusted by the National Geodetic Survey in June 1991..
 MA0192
 MA0192.The geoid height was determined by GEOID03.
 MA0192
 MA0192.The dynamic height is computed by dividing the NAVD 88
 MA0192.geopotential number by the normal gravity value computed on the
 MA0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0192.degrees latitude (g = 980.6199 gals.).
 MA0192
 MA0192.The modeled gravity was interpolated from observed gravity values.
 MA0192
 MA0192;                    North         East    Units  Estimated Accuracy
 MA0192;SPC PA N     -   128,740.      550,650.      MT  (+/- 180 meters Scaled)
 MA0192
 MA0192                          SUPERSEDED SURVEY CONTROL
 MA0192
 MA0192  NGVD 29 (??/??/92)  303.372  (m)          995.31   (f) ADJ UNCH    2 0
 MA0192
 MA0192.Superseded values are not recommended for survey control.
 MA0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0192.See file dsdata.txt to determine how the superseded data were derived.
 MA0192
 MA0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF226781(NAD 83)
 MA0192_MARKER: Q = CHISELED SQUARE
 MA0192_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0192_SP_SET: CULVERT
 MA0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0192
 MA0192  HISTORY     - Date     Condition        Report By
 MA0192  HISTORY     - UNK      MONUMENTED       PRR
 MA0192  HISTORY     - 1934     GOOD             NGS
 MA0192
 MA0192                          STATION DESCRIPTION
 MA0192
 MA0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0192'2.3 MI E FROM BENNEZETTE.
 MA0192'ABOUT 2.3 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0192'BENNEZETTE, ELK COUNTY, ABOUT 0.4 MILE WEST OF SUMMERSON, ABOUT
 MA0192'400 FEET WEST OF MILEPOST 14, ON THE TOP OF THE SOUTH END OF
 MA0192'A STONE CULVERT, 20 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 MA0192'AND ABOUT 9 FEET LOWER THAN THE TOP OF THE RAIL.  A CHISELED
 MA0192'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0046 ***********************************************************************
 KX0046  DESIGNATION -  1060
 KX0046  PID         -  KX0046
 KX0046  STATE/COUNTY-  PA/BLAIR
 KX0046  USGS QUAD   -  BELLWOOD (1984)
 KX0046
 KX0046                         *CURRENT SURVEY CONTROL
 KX0046  ___________________________________________________________________
 KX0046* NAD 83(1986)-  40 36 02.     (N)    078 20 01.     (W)     SCALED    
 KX0046* NAVD 88     -       322.867  (meters)    1059.27   (feet)  ADJUSTED  
 KX0046  ___________________________________________________________________
 KX0046  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KX0046  DYNAMIC HT  -         322.701 (meters)    1058.73  (feet)  COMP
 KX0046  MODELED GRAV-     980,100.6   (mgal)                       NAVD 88
 KX0046
 KX0046  VERT ORDER  -  FIRST     CLASS II
 KX0046
 KX0046.The horizontal coordinates were scaled from a topographic map and have
 KX0046.an estimated accuracy of +/- 6 seconds.
 KX0046
 KX0046.The orthometric height was determined by differential leveling
 KX0046.and adjusted by the National Geodetic Survey in June 1991..
 KX0046
 KX0046.The geoid height was determined by GEOID03.
 KX0046
 KX0046.The dynamic height is computed by dividing the NAVD 88
 KX0046.geopotential number by the normal gravity value computed on the
 KX0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0046.degrees latitude (g = 980.6199 gals.).
 KX0046
 KX0046.The modeled gravity was interpolated from observed gravity values.
 KX0046
 KX0046;                    North         East    Units  Estimated Accuracy
 KX0046;SPC PA S     -   140,870.      550,610.      MT  (+/- 180 meters Scaled)
 KX0046
 KX0046                          SUPERSEDED SURVEY CONTROL
 KX0046
 KX0046  NGVD 29 (??/??/92)  323.03   (m)         1059.8    (f) COMPUTED    1 2
 KX0046
 KX0046.Superseded values are not recommended for survey control.
 KX0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0046.See file dsdata.txt to determine how the superseded data were derived.
 KX0046
 KX0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE256978(NAD 83)
 KX0046_MARKER: DD = SURVEY DISK
 KX0046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0046_SP_SET: BRIDGE
 KX0046_STAMPING: 1060
 KX0046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0046
 KX0046  HISTORY     - Date     Condition        Report By
 KX0046  HISTORY     - UNK      MONUMENTED       USGS
 KX0046  HISTORY     - 1966     MARK NOT FOUND   NGS
 KX0046
 KX0046                          STATION DESCRIPTION
 KX0046
 KX0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0046'AT BELLWOOD.
 KX0046'AT BELLWOOD, BLAIR COUNTY, ON THE PENNSYLVANIA RAILROAD, IN THE
 KX0046'FOUNDATION OF BRIDGE 229.36, 12 FEET EAST OF THE SOUTH HEADWALL.
 KX0046'4 FEET SOUTH OF THE SOUTH RAIL, AND ONE FOOT LOWER THAN THE TOP
 KX0046'OF THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK.
 KX0046'NOTE-- NO BRIDGE FOUND IN THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0020 ***********************************************************************
 MB0020  DESIGNATION -  1061
 MB0020  PID         -  MB0020
 MB0020  STATE/COUNTY-  PA/CRAWFORD
 MB0020  USGS QUAD   -  HARMONSBURG (1977)
 MB0020
 MB0020                         *CURRENT SURVEY CONTROL
 MB0020  ___________________________________________________________________
 MB0020* NAD 83(1986)-  41 40 45.     (N)    080 20 37.     (W)     SCALED    
 MB0020* NAVD 88     -       323.081  (meters)    1059.97   (feet)  ADJUSTED  
 MB0020  ___________________________________________________________________
 MB0020  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 MB0020  DYNAMIC HT  -         322.949 (meters)    1059.54  (feet)  COMP
 MB0020  MODELED GRAV-     980,207.1   (mgal)                       NAVD 88
 MB0020
 MB0020  VERT ORDER  -  SECOND    CLASS 0
 MB0020
 MB0020.The horizontal coordinates were scaled from a topographic map and have
 MB0020.an estimated accuracy of +/- 6 seconds.
 MB0020
 MB0020.The orthometric height was determined by differential leveling
 MB0020.and adjusted by the National Geodetic Survey in June 1991..
 MB0020
 MB0020.The geoid height was determined by GEOID03.
 MB0020
 MB0020.The dynamic height is computed by dividing the NAVD 88
 MB0020.geopotential number by the normal gravity value computed on the
 MB0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0020.degrees latitude (g = 980.6199 gals.).
 MB0020
 MB0020.The modeled gravity was interpolated from observed gravity values.
 MB0020
 MB0020;                    North         East    Units  Estimated Accuracy
 MB0020;SPC PA N     -   171,200.      384,080.      MT  (+/- 180 meters Scaled)
 MB0020
 MB0020                          SUPERSEDED SURVEY CONTROL
 MB0020
 MB0020  NGVD 29 (??/??/92)  323.245  (m)         1060.51   (f) ADJ UNCH    2 0
 MB0020
 MB0020.Superseded values are not recommended for survey control.
 MB0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0020.See file dsdata.txt to determine how the superseded data were derived.
 MB0020
 MB0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG546143(NAD 83)
 MB0020_MARKER: DD = SURVEY DISK
 MB0020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0020_SP_SET: BRIDGE
 MB0020_STAMPING: 1061 1906
 MB0020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0020
 MB0020  HISTORY     - Date     Condition        Report By
 MB0020  HISTORY     - 1906     MONUMENTED       USGS
 MB0020  HISTORY     - 1935     GOOD             NGS
 MB0020
 MB0020                          STATION DESCRIPTION
 MB0020
 MB0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MB0020'1.1 MI N FROM HARMONSBURG.
 MB0020'1.1 MILES NORTH ALONG THE BESSEMER AND LAKE ERIE RAILROAD FROM
 MB0020'THE STATION AT HARMONSBURG, AT A 30-FOOT SPAN CONCRETE-SLAB
 MB0020'BRIDGE, IN THE TOP OF THE COPING LOWER THAN THE TRACK.  A UNITED
 MB0020'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1061 1906.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0755 ***********************************************************************
 LZ0755  DESIGNATION -  1061.3
 LZ0755  PID         -  LZ0755
 LZ0755  STATE/COUNTY-  PA/TIOGA
 LZ0755  USGS QUAD   -  TIADAGHTON (1994)
 LZ0755
 LZ0755                         *CURRENT SURVEY CONTROL
 LZ0755  ___________________________________________________________________
 LZ0755* NAD 83(1986)-  41 40 52.     (N)    077 27 40.     (W)     SCALED    
 LZ0755* NAVD 88     -       323.465  (meters)    1061.23   (feet)  ADJUSTED  
 LZ0755  ___________________________________________________________________
 LZ0755  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 LZ0755  DYNAMIC HT  -         323.316 (meters)    1060.75  (feet)  COMP
 LZ0755  MODELED GRAV-     980,156.5   (mgal)                       NAVD 88
 LZ0755
 LZ0755  VERT ORDER  -  SECOND    CLASS 0
 LZ0755
 LZ0755.The horizontal coordinates were scaled from a topographic map and have
 LZ0755.an estimated accuracy of +/- 6 seconds.
 LZ0755
 LZ0755.The orthometric height was determined by differential leveling
 LZ0755.and adjusted by the National Geodetic Survey in June 1991..
 LZ0755
 LZ0755.The geoid height was determined by GEOID03.
 LZ0755
 LZ0755.The dynamic height is computed by dividing the NAVD 88
 LZ0755.geopotential number by the normal gravity value computed on the
 LZ0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0755.degrees latitude (g = 980.6199 gals.).
 LZ0755
 LZ0755.The modeled gravity was interpolated from observed gravity values.
 LZ0755
 LZ0755;                    North         East    Units  Estimated Accuracy
 LZ0755;SPC PA N     -   168,230.      624,050.      MT  (+/- 180 meters Scaled)
 LZ0755
 LZ0755                          SUPERSEDED SURVEY CONTROL
 LZ0755
 LZ0755  NGVD 29 (??/??/92)  323.597  (m)         1061.67   (f) ADJ UNCH    2 0
 LZ0755
 LZ0755.Superseded values are not recommended for survey control.
 LZ0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0755.See file dsdata.txt to determine how the superseded data were derived.
 LZ0755
 LZ0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM951172(NAD 83)
 LZ0755_MARKER: Q = CHISELED SQUARE
 LZ0755_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0755_SP_SET: CULVERT
 LZ0755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0755
 LZ0755  HISTORY     - Date     Condition        Report By
 LZ0755  HISTORY     - UNK      MONUMENTED       CGS
 LZ0755  HISTORY     - 1934     GOOD             NGS
 LZ0755
 LZ0755                          STATION DESCRIPTION
 LZ0755
 LZ0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0755'3.1 MI N FROM TIADAGHTON.
 LZ0755'ABOUT 3.1 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD
 LZ0755'FROM TIADAGHTON, TIOGA COUNTY, ABOUT 0.2 MILE SOUTH OF THE
 LZ0755'STATION AT BURGESS, ABOUT 830 FEET NORTH OF MILEPOST L 120,
 LZ0755'AT 10-FOOT SPAN BOX CULVERT 129, ON THE TOP OF THE NORTHEAST
 LZ0755'CORNER OF THE EAST COPING, 6 FEET EAST OF THE EAST RAIL, AND
 LZ0755'ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.  A CHISELED SQUARE,
 LZ0755'MARKED BY THE PAINTED LETTERS B M 1061.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0062 ***********************************************************************
 MB0062  DESIGNATION -  1062
 MB0062  PID         -  MB0062
 MB0062  STATE/COUNTY-  PA/CRAWFORD
 MB0062  USGS QUAD   -  COCHRANTON (1973)
 MB0062
 MB0062                         *CURRENT SURVEY CONTROL
 MB0062  ___________________________________________________________________
 MB0062* NAD 83(1986)-  41 31 11.     (N)    080 03 16.     (W)     SCALED    
 MB0062* NAVD 88     -       322.906  (meters)    1059.40   (feet)  ADJUSTED  
 MB0062  ___________________________________________________________________
 MB0062  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 MB0062  DYNAMIC HT  -         322.770 (meters)    1058.95  (feet)  COMP
 MB0062  MODELED GRAV-     980,193.9   (mgal)                       NAVD 88
 MB0062
 MB0062  VERT ORDER  -  SECOND    CLASS 0
 MB0062
 MB0062.The horizontal coordinates were scaled from a topographic map and have
 MB0062.an estimated accuracy of +/- 6 seconds.
 MB0062
 MB0062.The orthometric height was determined by differential leveling
 MB0062.and adjusted by the National Geodetic Survey in June 1991..
 MB0062
 MB0062.The geoid height was determined by GEOID03.
 MB0062
 MB0062.The dynamic height is computed by dividing the NAVD 88
 MB0062.geopotential number by the normal gravity value computed on the
 MB0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0062.degrees latitude (g = 980.6199 gals.).
 MB0062
 MB0062.The modeled gravity was interpolated from observed gravity values.
 MB0062
 MB0062;                    North         East    Units  Estimated Accuracy
 MB0062;SPC PA N     -   152,820.      407,680.      MT  (+/- 180 meters Scaled)
 MB0062
 MB0062                          SUPERSEDED SURVEY CONTROL
 MB0062
 MB0062  NGVD 29 (??/??/92)  323.081  (m)         1059.97   (f) ADJ UNCH    2 0
 MB0062
 MB0062.Superseded values are not recommended for survey control.
 MB0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0062.See file dsdata.txt to determine how the superseded data were derived.
 MB0062
 MB0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF788968(NAD 83)
 MB0062_MARKER: DD = SURVEY DISK
 MB0062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0062_SP_SET: BRIDGE
 MB0062_STAMPING: 1062 PITTSBURG 1899
 MB0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0062
 MB0062  HISTORY     - Date     Condition        Report By
 MB0062  HISTORY     - 1899     MONUMENTED       USGS
 MB0062  HISTORY     - 1967     GOOD             NGS
 MB0062
 MB0062                          STATION DESCRIPTION
 MB0062
 MB0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MB0062'AT COCHRANTON.
 MB0062'AT COCHRANTON, ON THE ERIE RAILROAD, 780 FEET NORTH OF THE
 MB0062'STATION, AT A 100-FOOT THROUGH-GIRDER BRIDGE OVER A SMALL CREEK,
 MB0062'IN THE EAST END OF THE NORTH BACKWALL, 11 FEET EAST OF THE EAST
 MB0062'RAIL, AND ABOUT 3 FEET BELOW THE TOP OF THE RAIL.  A UNITED STATES
 MB0062'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1062 PITTSBURGH 1899.
 MB0062'NOTE-- IT WAS REPORTED IN MAY 1935 THAT THIS DISK WAS MUTILATED
 MB0062'AND APPEARS TO HAVE BEEN RESET.  THE ABOVE DESCRIPTION APPLIES
 MB0062'TO THE BENCH MARK AS RECOVERED BY OUR PARTY IN MAY 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0619 ***********************************************************************
 KX0619  DESIGNATION -  1064
 KX0619  PID         -  KX0619
 KX0619  STATE/COUNTY-  PA/BEDFORD
 KX0619  USGS QUAD   -  BEDFORD (1987)
 KX0619
 KX0619                         *CURRENT SURVEY CONTROL
 KX0619  ___________________________________________________________________
 KX0619* NAD 83(1986)-  40 01 14.     (N)    078 30 09.     (W)     SCALED    
 KX0619* NAVD 88     -       324.395  (meters)    1064.29   (feet)  ADJUSTED  
 KX0619  ___________________________________________________________________
 KX0619  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KX0619  DYNAMIC HT  -         324.213 (meters)    1063.69  (feet)  COMP
 KX0619  MODELED GRAV-     980,055.4   (mgal)                       NAVD 88
 KX0619
 KX0619  VERT ORDER  -  SECOND    CLASS 0
 KX0619
 KX0619.The horizontal coordinates were scaled from a topographic map and have
 KX0619.an estimated accuracy of +/- 6 seconds.
 KX0619
 KX0619.The orthometric height was determined by differential leveling
 KX0619.and adjusted by the National Geodetic Survey in June 1991..
 KX0619
 KX0619.The geoid height was determined by GEOID03.
 KX0619
 KX0619.The dynamic height is computed by dividing the NAVD 88
 KX0619.geopotential number by the normal gravity value computed on the
 KX0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0619.degrees latitude (g = 980.6199 gals.).
 KX0619
 KX0619.The modeled gravity was interpolated from observed gravity values.
 KX0619
 KX0619;                    North         East    Units  Estimated Accuracy
 KX0619;SPC PA S     -    76,580.      535,760.      MT  (+/- 180 meters Scaled)
 KX0619
 KX0619                          SUPERSEDED SURVEY CONTROL
 KX0619
 KX0619  NGVD 29 (??/??/92)  324.556  (m)         1064.81   (f) ADJ UNCH    2 0
 KX0619
 KX0619.Superseded values are not recommended for survey control.
 KX0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0619.See file dsdata.txt to determine how the superseded data were derived.
 KX0619
 KX0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE131330(NAD 83)
 KX0619_MARKER: DD = SURVEY DISK
 KX0619_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0619_SP_SET: BRIDGE
 KX0619_STAMPING: 1064
 KX0619_MARK LOGO: USGS  
 KX0619_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX0619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0619
 KX0619  HISTORY     - Date     Condition        Report By
 KX0619  HISTORY     - UNK      MONUMENTED       USGS
 KX0619  HISTORY     - 1967     GOOD             NGS
 KX0619  HISTORY     - 19980401 GOOD             NEILAN
 KX0619  HISTORY     - 20060915 MARK NOT FOUND   GEOCAC
 KX0619
 KX0619                          STATION DESCRIPTION
 KX0619
 KX0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0619'AT BEDFORD.
 KX0619'AT BEDFORD, BEDFORD COUNTY, ABOUT 600 FEET SOUTHEAST OF THE
 KX0619'PENNSYLVANIA RAILROAD STATION, AT THE NORTH END OF A HIGHWAY
 KX0619'BRIDGE, IN THE TOP OF THE WEST WING WALL, ABOUT 250 FEET SOUTH
 KX0619'OF THE CENTER LINE OF THE TRACK, AND 30 FEET WEST OF THE CENTER
 KX0619'LINE OF U.S. HIGHWAY 220.  A UNITED STATES GEOLOGICAL SURVEY
 KX0619'STANDARD DISK, STAMPED 1064.
 KX0619
 KX0619                          STATION RECOVERY (1998)
 KX0619
 KX0619'RECOVERY NOTE BY THE NEILAN ENGINEERS INCORPORATED 1998 (TEK)
 KX0619'RECOVERED AS DESCRIBED.
 KX0619
 KX0619                          STATION RECOVERY (2006)
 KX0619
 KX0619'RECOVERY NOTE BY GEOCACHING 2006 (APC)
 KX0619'DID NOT FIND STATION DISK STAMPED 1064.
 KX0619' 
 KX0619'DID OBSERVE DISK STAMPED 1064 USGS RESET 1968 IN WHAT APPEARS TO BE
 KX0619'THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI2700 ***********************************************************************
 AI2700  DESIGNATION -  1064 ECC
 AI2700  PID         -  AI2700
 AI2700  STATE/COUNTY-  PA/BEDFORD
 AI2700  USGS QUAD   -  BEDFORD (1987)
 AI2700
 AI2700                         *CURRENT SURVEY CONTROL
 AI2700  ___________________________________________________________________
 AI2700* NAD 83(1996)-  40 01 12.23623(N)    078 30 06.08197(W)     ADJUSTED  
 AI2700* NAVD 88     -       324.27   (meters)    1063.9    (feet)  LEVELING  
 AI2700  ___________________________________________________________________
 AI2700  X           -     975,066.590 (meters)                     COMP
 AI2700  Y           -  -4,793,328.851 (meters)                     COMP
 AI2700  Z           -   4,079,879.467 (meters)                     COMP
 AI2700  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 AI2700  ELLIP HEIGHT-         291.44  (meters)          (08/10/01) GPS OBS
 AI2700  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 AI2700
 AI2700  HORZ ORDER  -  FIRST
 AI2700  VERT ORDER  -  THIRD ?
 AI2700  ELLP ORDER  -  FOURTH    CLASS II
 AI2700
 AI2700.The horizontal coordinates were established by GPS observations
 AI2700.and adjusted by the National Geodetic Survey in September 1999..
 AI2700
 AI2700.The orthometric height was determined by differential leveling.
 AI2700.The vertical network tie was performed by a horz. field party for horz.
 AI2700.obs reductions. Reset procedures were used to establish the elevation.
 AI2700
 AI2700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2700
 AI2700.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2700
 AI2700.The ellipsoidal height was determined by GPS observations
 AI2700.and is referenced to NAD 83.
 AI2700
 AI2700.The geoid height was determined by GEOID03.
 AI2700
 AI2700;                    North         East     Units Scale Factor Converg.
 AI2700;SPC PA S     -    76,524.171   535,830.705   MT  0.99998757   -0 29 15.7
 AI2700;SPC PA S     -   251,063.05  1,757,971.24   sFT  0.99998757   -0 29 15.7
 AI2700;UTM  17      - 4,432,974.435   713,204.430   MT  1.00015962   +1 36 25.8
 AI2700
 AI2700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2700!SPC PA S     -   0.99995428  x   0.99998757  =   0.99994185
 AI2700!UTM  17      -   0.99995428  x   1.00015962  =   1.00011389
 AI2700
 AI2700                          SUPERSEDED SURVEY CONTROL
 AI2700
 AI2700  ELLIP H (09/30/99)  291.45   (m)                       GP(       ) 3 1
 AI2700
 AI2700.Superseded values are not recommended for survey control.
 AI2700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2700.See file dsdata.txt to determine how the superseded data were derived.
 AI2700
 AI2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE1320432974(NAD 83)
 AI2700_MARKER: I = METAL ROD
 AI2700_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AI2700_STAMPING: 1064 ECC
 AI2700_MARK LOGO: NONE  
 AI2700_MAGNETIC: I = MARKER IS A STEEL ROD
 AI2700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2700+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2001
 AI2700
 AI2700  HISTORY     - Date     Condition        Report By
 AI2700  HISTORY     - 1998     MONUMENTED       NEILAN
 AI2700  HISTORY     - 20000201 GOOD             NEILAN
 AI2700  HISTORY     - 20011101 GOOD             TERR5V
 AI2700
 AI2700                          STATION DESCRIPTION
 AI2700
 AI2700'DESCRIBED BY THE NEILAN ENGINEERS INCORPORATED 1998 (TEK)
 AI2700'THIS STATION WAS SET AS AN ECCENTRIC TO BENCHMARK 1064 IN THE TOWN OF
 AI2700'BEDFORD.  THE STATION IS A 5/8 INCH REBAR DRIVEN FLUSH WITH THE GROUND
 AI2700'IN PARKING LOT ISLAND AT SOUTH EDGE OF NORTH CURB OF ISLAND. THE
 AI2700'PARKING LOT IS ON THE NORTH SIDE OF THE HELIG-MYERS FURNITURE STROE,
 AI2700'ON THE EAST SIDE OF RICHARDS STREET (OLD US ROUTE 220), JUST SOUTH OF
 AI2700'THE JUNIATA RIVER.  THE STATION IS 37.2 FT (11.3 M) EAST OF THE EAST
 AI2700'FACE OF THE EAST CURB ON RICHARD STREET, 37.19 FT (11.34 M) NORTHEAST
 AI2700'OF A UTILITY POLE, AND 50.23 FEET (15.31 M) SOUTHEAST OF THE NORTHWEST
 AI2700'CORNER OF THE PARKING LOT.  TO REACH THE STATION FROM EXIT 11 OF THE
 AI2700'PENNSYLVANIA TURNPIKE, PROCEED SOUTH ON US ROUTE 220 FOR 2.5 MI (4.0
 AI2700'KM) TO THE BRIDGE OVER THE JUNIATA RIVER AND THE MARK ON THE LEFT,
 AI2700'JUST AFTER CROSSING THE BRIDGE.
 AI2700
 AI2700                          STATION RECOVERY (2000)
 AI2700
 AI2700'RECOVERY NOTE BY THE NEILAN ENGINEERS INCORPORATED 2000 (TEK)
 AI2700'RECOVERED AS DESCRIBED.
 AI2700
 AI2700                          STATION RECOVERY (2001)
 AI2700
 AI2700'RECOVERY NOTE BY TERRASURV 2001 (JVH)
 AI2700'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1126 ***********************************************************************
 MA1126  DESIGNATION -  1064.895
 MA1126  PID         -  MA1126
 MA1126  STATE/COUNTY-  PA/FOREST
 MA1126  USGS QUAD   -  TIONESTA (1973)
 MA1126
 MA1126                         *CURRENT SURVEY CONTROL
 MA1126  ___________________________________________________________________
 MA1126* NAD 83(1986)-  41 29 35.     (N)    079 27 24.     (W)     SCALED    
 MA1126* NAVD 88     -       324.384  (meters)    1064.25   (feet)  ADJUSTED  
 MA1126  ___________________________________________________________________
 MA1126  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MA1126  DYNAMIC HT  -         324.242 (meters)    1063.78  (feet)  COMP
 MA1126  MODELED GRAV-     980,178.3   (mgal)                       NAVD 88
 MA1126
 MA1126  VERT ORDER  -  SECOND    CLASS 0
 MA1126
 MA1126.The horizontal coordinates were scaled from a topographic map and have
 MA1126.an estimated accuracy of +/- 6 seconds.
 MA1126
 MA1126.The orthometric height was determined by differential leveling
 MA1126.and adjusted by the National Geodetic Survey in June 1991..
 MA1126
 MA1126.The geoid height was determined by GEOID03.
 MA1126
 MA1126.The dynamic height is computed by dividing the NAVD 88
 MA1126.geopotential number by the normal gravity value computed on the
 MA1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1126.degrees latitude (g = 980.6199 gals.).
 MA1126
 MA1126.The modeled gravity was interpolated from observed gravity values.
 MA1126
 MA1126;                    North         East    Units  Estimated Accuracy
 MA1126;SPC PA N     -   148,710.      457,500.      MT  (+/- 180 meters Scaled)
 MA1126
 MA1126                          SUPERSEDED SURVEY CONTROL
 MA1126
 MA1126  NGVD 29 (??/??/92)  324.555  (m)         1064.81   (f) ADJ UNCH    2 0
 MA1126
 MA1126.Superseded values are not recommended for survey control.
 MA1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1126.See file dsdata.txt to determine how the superseded data were derived.
 MA1126
 MA1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF288946(NAD 83)
 MA1126_MARKER: B = BOLT
 MA1126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1126_SP_SET: STONE STEP
 MA1126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1126
 MA1126  HISTORY     - Date     Condition        Report By
 MA1126  HISTORY     - UNK      MONUMENTED       CGS
 MA1126  HISTORY     - 1935     GOOD             NGS
 MA1126  HISTORY     - 1944     GOOD             NGS
 MA1126  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 MA1126
 MA1126                          STATION DESCRIPTION
 MA1126
 MA1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1126'AT TIONESTA.
 MA1126'AT TIONESTA, FOREST COUNTY, ON ELM STREET, AT THE FOREST COUNTY
 MA1126'NATIONAL BANK, 3 FEET SOUTH OF THE CENTER OF THE MAIN ENTRANCE,
 MA1126'IN THE TOP OF STONE STEP, 5 INCHES NORTHWEST OF THE SOUTHEAST
 MA1126'CORNER, AT THE CROSSING OF WALNUT STREET, 42 FEET SOUTH OF THE
 MA1126'CENTER LINE OF WALNUT STREET, 32 FEET WEST OF THE CENTER LINE
 MA1126'OF ELM STREET, ABOUT 1 FOOT ABOVE THE SIDEWALK, AND ABOUT LEVEL
 MA1126'WITH THE ROADWAY.  A COPPER BOLT.
 MA1126
 MA1126                          STATION RECOVERY (1944)
 MA1126
 MA1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 MA1126'RECOVERED IN GOOD CONDITION.
 MA1126
 MA1126                          STATION RECOVERY (2003)
 MA1126
 MA1126'RECOVERY NOTE BY US POWER SQUADRON 2003 (PR)
 MA1126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1251 ***********************************************************************
 MA1251  DESIGNATION -  107
 MA1251  PID         -  MA1251
 MA1251  STATE/COUNTY-  PA/CLARION
 MA1251  USGS QUAD   -  EMLENTON (1979)
 MA1251
 MA1251                         *CURRENT SURVEY CONTROL
 MA1251  ___________________________________________________________________
 MA1251* NAD 83(1986)-  41 08 05.     (N)    079 40 35.     (W)     SCALED    
 MA1251* NAVD 88     -       271.437  (meters)     890.54   (feet)  ADJUSTED  
 MA1251  ___________________________________________________________________
 MA1251  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 MA1251  DYNAMIC HT  -         271.311 (meters)     890.13  (feet)  COMP
 MA1251  MODELED GRAV-     980,153.4   (mgal)                       NAVD 88
 MA1251
 MA1251  VERT ORDER  -  FIRST     CLASS II
 MA1251
 MA1251.The horizontal coordinates were scaled from a topographic map and have
 MA1251.an estimated accuracy of +/- 6 seconds.
 MA1251
 MA1251.The orthometric height was determined by differential leveling
 MA1251.and adjusted by the National Geodetic Survey in June 1991..
 MA1251
 MA1251.The geoid height was determined by GEOID03.
 MA1251
 MA1251.The dynamic height is computed by dividing the NAVD 88
 MA1251.geopotential number by the normal gravity value computed on the
 MA1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1251.degrees latitude (g = 980.6199 gals.).
 MA1251
 MA1251.The modeled gravity was interpolated from observed gravity values.
 MA1251
 MA1251;                    North         East    Units  Estimated Accuracy
 MA1251;SPC PA N     -   109,310.      438,270.      MT  (+/- 180 meters Scaled)
 MA1251
 MA1251                          SUPERSEDED SURVEY CONTROL
 MA1251
 MA1251  NGVD 29 (??/??/92)  271.606  (m)          891.09   (f) ADJ UNCH    1 2
 MA1251
 MA1251.Superseded values are not recommended for survey control.
 MA1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1251.See file dsdata.txt to determine how the superseded data were derived.
 MA1251
 MA1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF110545(NAD 83)
 MA1251_MARKER: P = PIPE CAP
 MA1251_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MA1251_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MA1251_STAMPING: 107
 MA1251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1251
 MA1251  HISTORY     - Date     Condition        Report By
 MA1251  HISTORY     - UNK      MONUMENTED       DOD
 MA1251  HISTORY     - 1941     GOOD             NGS
 MA1251
 MA1251                          STATION DESCRIPTION
 MA1251
 MA1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MA1251'0.4 MI S FROM FOXBURG.
 MA1251'0.4 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA1251'AT FOXBURG, CLARION COUNTY, 0.1 MILE UPSTREAM FROM MILEPOST 85,
 MA1251'10 FEET RIVERWARD OF THE RIVER RAIL, AND 13 FEET DOWNSTREAM FROM
 MA1251'AN ABANDONED SIGNAL BASE.  A CORPS OF ENGINEERS, U.S. ARMY,
 MA1251'STANDARD CAP, STAMPED 107 AND RIVETED ON THE TOP OF A 2-INCH
 MA1251'IRON PIPE PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0190 ***********************************************************************
 MA0190  DESIGNATION -  107
 MA0190  PID         -  MA0190
 MA0190  STATE/COUNTY-  PA/ELK
 MA0190  USGS QUAD   -  DENTS RUN (1994)
 MA0190
 MA0190                         *CURRENT SURVEY CONTROL
 MA0190  ___________________________________________________________________
 MA0190* NAD 83(1986)-  41 19 41.     (N)    078 19 43.     (W)     SCALED    
 MA0190* NAVD 88     -       302.242  (meters)     991.61   (feet)  ADJUSTED  
 MA0190  ___________________________________________________________________
 MA0190  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 MA0190  DYNAMIC HT  -         302.099 (meters)     991.14  (feet)  COMP
 MA0190  MODELED GRAV-     980,143.4   (mgal)                       NAVD 88
 MA0190
 MA0190  VERT ORDER  -  SECOND    CLASS 0
 MA0190
 MA0190.The horizontal coordinates were scaled from a topographic map and have
 MA0190.an estimated accuracy of +/- 6 seconds.
 MA0190
 MA0190.The orthometric height was determined by differential leveling
 MA0190.and adjusted by the National Geodetic Survey in June 1991..
 MA0190
 MA0190.The geoid height was determined by GEOID03.
 MA0190
 MA0190.The dynamic height is computed by dividing the NAVD 88
 MA0190.geopotential number by the normal gravity value computed on the
 MA0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0190.degrees latitude (g = 980.6199 gals.).
 MA0190
 MA0190.The modeled gravity was interpolated from observed gravity values.
 MA0190
 MA0190;                    North         East    Units  Estimated Accuracy
 MA0190;SPC PA N     -   129,140.      551,560.      MT  (+/- 180 meters Scaled)
 MA0190
 MA0190                          SUPERSEDED SURVEY CONTROL
 MA0190
 MA0190  NGVD 29 (??/??/92)  302.392  (m)          992.10   (f) ADJ UNCH    2 0
 MA0190
 MA0190.Superseded values are not recommended for survey control.
 MA0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0190.See file dsdata.txt to determine how the superseded data were derived.
 MA0190
 MA0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF235786(NAD 83)
 MA0190_MARKER: Q = CHISELED SQUARE
 MA0190_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0190_SP_SET: CULVERT
 MA0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0190
 MA0190  HISTORY     - Date     Condition        Report By
 MA0190  HISTORY     - UNK      MONUMENTED       PRR
 MA0190  HISTORY     - 1934     GOOD             NGS
 MA0190
 MA0190                          STATION DESCRIPTION
 MA0190
 MA0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0190'2.9 MI E FROM BENNEZETTE.
 MA0190'ABOUT 2.9 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0190'BENNEZETTE, ELK COUNTY, ABOUT 0.2 MILE EAST OF SUMMERSON, ABOUT
 MA0190'2,840 FEET EAST OF MILEPOST 14, ON THE TOP OF THE NORTH END OF
 MA0190'A STONE CULVERT, 18 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 MA0190'AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.  A CHISELED
 MA0190'SQUARE, MARKED BY THE CHISELED LETTERS BM 107.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0033 ***********************************************************************
 KX0033  DESIGNATION -  107
 KX0033  PID         -  KX0033
 KX0033  STATE/COUNTY-  PA/BLAIR
 KX0033  USGS QUAD   -  TIPTON (1988)
 KX0033
 KX0033                         *CURRENT SURVEY CONTROL
 KX0033  ___________________________________________________________________
 KX0033* NAD 83(1986)-  40 39 10.     (N)    078 15 47.     (W)     SCALED    
 KX0033* NAVD 88     -       270.536  (meters)     887.58   (feet)  ADJUSTED  
 KX0033  ___________________________________________________________________
 KX0033  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KX0033  DYNAMIC HT  -         270.398 (meters)     887.13  (feet)  COMP
 KX0033  MODELED GRAV-     980,106.2   (mgal)                       NAVD 88
 KX0033
 KX0033  VERT ORDER  -  FIRST     CLASS II
 KX0033
 KX0033.The horizontal coordinates were scaled from a topographic map and have
 KX0033.an estimated accuracy of +/- 6 seconds.
 KX0033
 KX0033.The orthometric height was determined by differential leveling
 KX0033.and adjusted by the National Geodetic Survey in June 1991..
 KX0033
 KX0033.The geoid height was determined by GEOID03.
 KX0033
 KX0033.The dynamic height is computed by dividing the NAVD 88
 KX0033.geopotential number by the normal gravity value computed on the
 KX0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0033.degrees latitude (g = 980.6199 gals.).
 KX0033
 KX0033.The modeled gravity was interpolated from observed gravity values.
 KX0033
 KX0033;                    North         East    Units  Estimated Accuracy
 KX0033;SPC PA S     -   146,630.      556,610.      MT  (+/- 180 meters Scaled)
 KX0033
 KX0033                          SUPERSEDED SURVEY CONTROL
 KX0033
 KX0033  NGVD 29 (??/??/92)  270.71   (m)          888.2    (f) COMPUTED    1 2
 KX0033
 KX0033.Superseded values are not recommended for survey control.
 KX0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0033.See file dsdata.txt to determine how the superseded data were derived.
 KX0033
 KX0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF313038(NAD 83)
 KX0033_MARKER: B = BOLT
 KX0033_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0033_SP_SET: BRIDGE
 KX0033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0033
 KX0033  HISTORY     - Date     Condition        Report By
 KX0033  HISTORY     - UNK      MONUMENTED       PRR
 KX0033  HISTORY     - 1966     MARK NOT FOUND   NGS
 KX0033
 KX0033                          STATION DESCRIPTION
 KX0033
 KX0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0033'1.7 MI SW FROM TYRONE.
 KX0033'1.7 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0033'STATION AT TYRONE, BLAIR COUNTY, AT LITTLE JUNIATA BRIDGE 11,
 KX0033'IN THE WEST END OF THE SOUTH PARAPET, AND 1 FOOT LOWER THAN
 KX0033'THE TOP OF THE RAIL.  A COPPER BOLT.  NOTE-- PARAPET WALL
 KX0033'CRACKED BADLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1127 ***********************************************************************
 MA1127  DESIGNATION -  1070.766
 MA1127  PID         -  MA1127
 MA1127  STATE/COUNTY-  PA/FOREST
 MA1127  USGS QUAD   -  TIONESTA (1973)
 MA1127
 MA1127                         *CURRENT SURVEY CONTROL
 MA1127  ___________________________________________________________________
 MA1127* NAD 83(1986)-  41 29 29.     (N)    079 27 23.     (W)     SCALED    
 MA1127* NAVD 88     -       326.18   (+/-2cm)    1070.1    (feet)  VERTCON   
 MA1127  ___________________________________________________________________
 MA1127  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MA1127
 MA1127  VERT ORDER  -  ? (See Below)
 MA1127
 MA1127.The horizontal coordinates were scaled from a topographic map and have
 MA1127.an estimated accuracy of +/- 6 seconds.
 MA1127
 MA1127.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA1127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA1127.The vertical order pertains to the NGVD 29 superseded value.
 MA1127
 MA1127.The geoid height was determined by GEOID03.
 MA1127
 MA1127;                    North         East    Units  Estimated Accuracy
 MA1127;SPC PA N     -   148,520.      457,520.      MT  (+/- 180 meters Scaled)
 MA1127
 MA1127                          SUPERSEDED SURVEY CONTROL
 MA1127
 MA1127  NGVD 29 (??/??/92)  326.354  (m)         1070.71   (f) ADJ UNCH    ?  
 MA1127
 MA1127.Superseded values are not recommended for survey control.
 MA1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1127.See file dsdata.txt to determine how the superseded data were derived.
 MA1127
 MA1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF288944(NAD 83)
 MA1127_MARKER: Q = CHISELED SQUARE
 MA1127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1127_SP_SET: STONE CURB
 MA1127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1127
 MA1127  HISTORY     - Date     Condition        Report By
 MA1127  HISTORY     - UNK      MONUMENTED       USGS
 MA1127  HISTORY     - 1935     GOOD             NGS
 MA1127  HISTORY     - 1944     MARK NOT FOUND   NGS
 MA1127  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 MA1127
 MA1127                          STATION DESCRIPTION
 MA1127
 MA1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1127'0.2 MI E FROM TIONESTA.
 MA1127'ABOUT 0.2 MILE EAST ALONG STATE HIGHWAY 66 FROM THE COUNTY
 MA1127'COURTHOUSE AT TIONESTA, FOREST COUNTY, AT THE CROSSING OF THE
 MA1127'GERMAN HILL ROAD, OPPOSITE THE RURAL HOTEL, ABOUT 50 FEET WEST
 MA1127'OF THE I.O.O.F. BUILDING, AT THE EAST END OF A TRIANGULAR GRASS
 MA1127'PLOT, 17 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ON THE
 MA1127'TOP OF THE NORTH END OF A STONE CURB, AND ABOUT 2 FEET ABOVE
 MA1127'THE ROADWAY.  A CHISELED SQUARE.  NOTE-- LOCATION DESCRIBED IS
 MA1127'ABOUT 1/2 MILE SOUTH OF COURTHOUSE.  IT IS WEST OF THE MASONIC
 MA1127'HALL, NOT I00F.  DESCRIPTION IN USGS LIST CALLS IT A PAINTED
 MA1127'SQUARE ON THE EAST END OF A SLANTING STONE CURB.  THE CURB IS
 MA1127'STILL THERE, BUT THERE ARE NO PAINT MARKS OR CHISELED SQUARE
 MA1127'VISIBLE.
 MA1127
 MA1127                          STATION RECOVERY (1944)
 MA1127
 MA1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 MA1127'MARK NOT FOUND.
 MA1127
 MA1127                          STATION RECOVERY (2003)
 MA1127
 MA1127'RECOVERY NOTE BY US POWER SQUADRON 2003 (PR)
 MA1127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0498 ***********************************************************************
 LZ0498  DESIGNATION -  1074.5 USGS
 LZ0498  PID         -  LZ0498
 LZ0498  STATE/COUNTY-  PA/BRADFORD
 LZ0498  USGS QUAD   -  TROY (1983)
 LZ0498
 LZ0498                         *CURRENT SURVEY CONTROL
 LZ0498  ___________________________________________________________________
 LZ0498* NAD 83(1986)-  41 47 27.     (N)    076 46 28.     (W)     SCALED    
 LZ0498* NAVD 88     -       327.74   (+/-2cm)    1075.3    (feet)  VERTCON   
 LZ0498  ___________________________________________________________________
 LZ0498  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 LZ0498
 LZ0498  VERT ORDER  -  ? (See Below)
 LZ0498
 LZ0498.The horizontal coordinates were scaled from a topographic map and have
 LZ0498.an estimated accuracy of +/- 6 seconds.
 LZ0498
 LZ0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ0498.The vertical order pertains to the NGVD 29 superseded value.
 LZ0498
 LZ0498.The geoid height was determined by GEOID03.
 LZ0498
 LZ0498;                    North         East    Units  Estimated Accuracy
 LZ0498;SPC PA N     -   180,830.      681,090.      MT  (+/- 180 meters Scaled)
 LZ0498
 LZ0498                          SUPERSEDED SURVEY CONTROL
 LZ0498
 LZ0498  NGVD 29 (??/??/92)  327.894  (m)         1075.77   (f) ADJ UNCH    ?  
 LZ0498
 LZ0498.Superseded values are not recommended for survey control.
 LZ0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0498.See file dsdata.txt to determine how the superseded data were derived.
 LZ0498
 LZ0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM525280(NAD 83)
 LZ0498_MARKER: Q = CHISELED SQUARE
 LZ0498_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0498_SP_SET: BRIDGE COPING
 LZ0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0498
 LZ0498  HISTORY     - Date     Condition        Report By
 LZ0498  HISTORY     - UNK      MONUMENTED       USGS
 LZ0498  HISTORY     - 1933     GOOD             NGS
 LZ0498  HISTORY     - 1950     MARK NOT FOUND   NGS
 LZ0498
 LZ0498                          STATION DESCRIPTION
 LZ0498
 LZ0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LZ0498'1.3 MI N FROM TROY.
 LZ0498'1.3 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM TROY, BRADFORD
 LZ0498'COUNTY, ON BRIDGE 52.78 OVER A HIGHWAY, 3 FEET NORTH OF THE SOUTH
 LZ0498'END, ON THE TOP OF THE EAST COPING, 10 FEET SOUTH OF THE CENTER
 LZ0498'LINE OF THE HIGHWAY, 9 FEET EAST OF THE CENTER LINE OF THE
 LZ0498'TRACK, AND ABOUT 1 FOOT LOWER THAN THE RAIL.  A CHISELED SQUARE.
 LZ0498
 LZ0498                          STATION RECOVERY (1950)
 LZ0498
 LZ0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 LZ0498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0756 ***********************************************************************
 LZ0756  DESIGNATION -  1075.6
 LZ0756  PID         -  LZ0756
 LZ0756  STATE/COUNTY-  PA/TIOGA
 LZ0756  USGS QUAD   -  TIADAGHTON (1994)
 LZ0756
 LZ0756                         *CURRENT SURVEY CONTROL
 LZ0756  ___________________________________________________________________
 LZ0756* NAD 83(1986)-  41 41 19.     (N)    077 27 28.     (W)     SCALED    
 LZ0756* NAVD 88     -       327.867  (meters)    1075.68   (feet)  ADJUSTED  
 LZ0756  ___________________________________________________________________
 LZ0756  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 LZ0756  DYNAMIC HT  -         327.717 (meters)    1075.18  (feet)  COMP
 LZ0756  MODELED GRAV-     980,156.2   (mgal)                       NAVD 88
 LZ0756
 LZ0756  VERT ORDER  -  SECOND    CLASS 0
 LZ0756
 LZ0756.The horizontal coordinates were scaled from a topographic map and have
 LZ0756.an estimated accuracy of +/- 6 seconds.
 LZ0756
 LZ0756.The orthometric height was determined by differential leveling
 LZ0756.and adjusted by the National Geodetic Survey in June 1991..
 LZ0756
 LZ0756.The geoid height was determined by GEOID03.
 LZ0756
 LZ0756.The dynamic height is computed by dividing the NAVD 88
 LZ0756.geopotential number by the normal gravity value computed on the
 LZ0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0756.degrees latitude (g = 980.6199 gals.).
 LZ0756
 LZ0756.The modeled gravity was interpolated from observed gravity values.
 LZ0756
 LZ0756;                    North         East    Units  Estimated Accuracy
 LZ0756;SPC PA N     -   169,060.      624,330.      MT  (+/- 180 meters Scaled)
 LZ0756
 LZ0756                          SUPERSEDED SURVEY CONTROL
 LZ0756
 LZ0756  NGVD 29 (??/??/92)  327.998  (m)         1076.11   (f) ADJ UNCH    2 0
 LZ0756
 LZ0756.Superseded values are not recommended for survey control.
 LZ0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0756.See file dsdata.txt to determine how the superseded data were derived.
 LZ0756
 LZ0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM954181(NAD 83)
 LZ0756_MARKER: Q = CHISELED SQUARE
 LZ0756_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0756_SP_SET: BRIDGE
 LZ0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0756
 LZ0756  HISTORY     - Date     Condition        Report By
 LZ0756  HISTORY     - UNK      MONUMENTED       CGS
 LZ0756  HISTORY     - 1934     GOOD             NGS
 LZ0756
 LZ0756                          STATION DESCRIPTION
 LZ0756
 LZ0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0756'3.5 MI N FROM TIADAGHTON.
 LZ0756'ABOUT 3.5 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD
 LZ0756'FROM TIADAGHTON, TIOGA COUNTY, ABOUT 970 FEET SOUTH OF MILEPOST
 LZ0756'L 119, OPPOSITE STATION 629+935, AT BRIDGE 128, AND ON THE
 LZ0756'TOP OF THE SOUTH END OF THE WEST COPING.  A CHISELED SQUARE,
 LZ0756'MARKED BY THE PAINTED LETTERS B M 1075.6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1905 ***********************************************************************
 KX1905  DESIGNATION -  1077
 KX1905  PID         -  KX1905
 KX1905  STATE/COUNTY-  PA/BUTLER
 KX1905  USGS QUAD   -  BUTLER (1977)
 KX1905
 KX1905                         *CURRENT SURVEY CONTROL
 KX1905  ___________________________________________________________________
 KX1905* NAD 83(1986)-  40 51 29.     (N)    079 53 43.     (W)     SCALED    
 KX1905* NAVD 88     -       328.394  (meters)    1077.41   (feet)  ADJUSTED  
 KX1905  ___________________________________________________________________
 KX1905  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 KX1905  DYNAMIC HT  -         328.228 (meters)    1076.86  (feet)  COMP
 KX1905  MODELED GRAV-     980,109.5   (mgal)                       NAVD 88
 KX1905
 KX1905  VERT ORDER  -  FIRST     CLASS II
 KX1905
 KX1905.The horizontal coordinates were scaled from a topographic map and have
 KX1905.an estimated accuracy of +/- 6 seconds.
 KX1905
 KX1905.The orthometric height was determined by differential leveling
 KX1905.and adjusted by the National Geodetic Survey in June 1991..
 KX1905
 KX1905.The geoid height was determined by GEOID03.
 KX1905
 KX1905.The dynamic height is computed by dividing the NAVD 88
 KX1905.geopotential number by the normal gravity value computed on the
 KX1905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1905.degrees latitude (g = 980.6199 gals.).
 KX1905
 KX1905.The modeled gravity was interpolated from observed gravity values.
 KX1905
 KX1905;                    North         East    Units  Estimated Accuracy
 KX1905;SPC PA S     -   171,500.      419,140.      MT  (+/- 180 meters Scaled)
 KX1905
 KX1905                          SUPERSEDED SURVEY CONTROL
 KX1905
 KX1905  NGVD 29 (06/03/92)  328.538  (m)         1077.88   (f) ADJUSTED    1 2
 KX1905
 KX1905.Superseded values are not recommended for survey control.
 KX1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1905.See file dsdata.txt to determine how the superseded data were derived.
 KX1905
 KX1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF931235(NAD 83)
 KX1905_MARKER: DD = SURVEY DISK
 KX1905_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KX1905_SP_SET: COLUMN OF BUILDING
 KX1905_STAMPING: 1077 ADJ 03
 KX1905_MARK LOGO: USGS  
 KX1905_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX1905+STABILITY: POSITION/ELEVATION WELL
 KX1905
 KX1905  HISTORY     - Date     Condition        Report By
 KX1905  HISTORY     - UNK      MONUMENTED       USGS
 KX1905  HISTORY     - 1983     GOOD             NGS
 KX1905  HISTORY     - 20020826 POOR             INDIV
 KX1905
 KX1905                          STATION DESCRIPTION
 KX1905
 KX1905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KX1905'IN BUTLER.
 KX1905'IN BUTLER, IN THE SOUTHWEST CORNER OF THE INTERSECTION OF SOUTH MAIN
 KX1905'STREET AND EAST DIAMOND STREET, IN THE LAFAYETTE BUILDING COURTHOUSE
 KX1905'ANNEX, SET VERTICALLY IN THE NORTHEAST COLUMN, 11.5 METERS (38.0 FT)
 KX1905'WEST OF THE CENTERLINE OF SOUTH MAIN STREET, 9.4 METERS (31.0 FT)
 KX1905'SOUTH OF THE CENTER OF EAST DIAMOND STREET.  NOTE--THIS DISK IS A
 KX1905'PENNSYLVANIA HISTORICAL MARKER THAT USGS USED.
 KX1905'THE MARK IS 0.91 M ABOVE SIDEWALK.
 KX1905
 KX1905                          STATION RECOVERY (2002)
 KX1905
 KX1905'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLC)
 KX1905'THE OUTER HALF INCH TO ONE INCH OF MARK IS BROKEN AWAY, HOWEVER WHAT
 KX1905'REMAINS IS FAIRLY READABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0002 ***********************************************************************
 MA0002  DESIGNATION -  1077.9
 MA0002  PID         -  MA0002
 MA0002  STATE/COUNTY-  PA/POTTER
 MA0002  USGS QUAD   -  WHARTON (1971)
 MA0002
 MA0002                         *CURRENT SURVEY CONTROL
 MA0002  ___________________________________________________________________
 MA0002* NAD 83(1986)-  41 31 06.     (N)    078 01 39.     (W)     SCALED    
 MA0002* NAVD 88     -       328.486  (meters)    1077.71   (feet)  ADJUSTED  
 MA0002  ___________________________________________________________________
 MA0002  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 MA0002  DYNAMIC HT  -         328.344 (meters)    1077.24  (feet)  COMP
 MA0002  MODELED GRAV-     980,182.1   (mgal)                       NAVD 88
 MA0002
 MA0002  VERT ORDER  -  SECOND    CLASS 0
 MA0002
 MA0002.The horizontal coordinates were scaled from a topographic map and have
 MA0002.an estimated accuracy of +/- 6 seconds.
 MA0002
 MA0002.The orthometric height was determined by differential leveling
 MA0002.and adjusted by the National Geodetic Survey in June 1991..
 MA0002
 MA0002.The geoid height was determined by GEOID03.
 MA0002
 MA0002.The dynamic height is computed by dividing the NAVD 88
 MA0002.geopotential number by the normal gravity value computed on the
 MA0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0002.degrees latitude (g = 980.6199 gals.).
 MA0002
 MA0002.The modeled gravity was interpolated from observed gravity values.
 MA0002
 MA0002;                    North         East    Units  Estimated Accuracy
 MA0002;SPC PA N     -   150,150.      576,840.      MT  (+/- 180 meters Scaled)
 MA0002
 MA0002                          SUPERSEDED SURVEY CONTROL
 MA0002
 MA0002  NGVD 29 (??/??/92)  328.642  (m)         1078.22   (f) ADJ UNCH    2 0
 MA0002
 MA0002.Superseded values are not recommended for survey control.
 MA0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0002.See file dsdata.txt to determine how the superseded data were derived.
 MA0002
 MA0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG480005(NAD 83)
 MA0002_MARKER: X = CHISELED CROSS
 MA0002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0002_SP_SET: BRIDGE SEAT
 MA0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0002
 MA0002  HISTORY     - Date     Condition        Report By
 MA0002  HISTORY     - UNK      MONUMENTED       USGS
 MA0002  HISTORY     - 1934     GOOD             NGS
 MA0002
 MA0002                          STATION DESCRIPTION
 MA0002
 MA0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0002'0.6 MI S FROM WHARTON.
 MA0002'0.6 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MA0002'WHARTON, POTTER COUNTY, AT BRIDGE 109/71, ON THE WEST END OF THE
 MA0002'SOUTH BRIDGE SEAT, 10 FEET WEST OF THE CENTER LINE OF THE TRACK,
 MA0002'AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A CHISELED
 MA0002'CROSS IN A CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0188 ***********************************************************************
 MA0188  DESIGNATION -  108
 MA0188  PID         -  MA0188
 MA0188  STATE/COUNTY-  PA/ELK
 MA0188  USGS QUAD   -  DENTS RUN (1994)
 MA0188
 MA0188                         *CURRENT SURVEY CONTROL
 MA0188  ___________________________________________________________________
 MA0188* NAD 83(1986)-  41 20 01.     (N)    078 18 10.     (W)     SCALED    
 MA0188* NAVD 88     -       294.080  (meters)     964.83   (feet)  ADJUSTED  
 MA0188  ___________________________________________________________________
 MA0188  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 MA0188  DYNAMIC HT  -         293.944 (meters)     964.38  (feet)  COMP
 MA0188  MODELED GRAV-     980,154.1   (mgal)                       NAVD 88
 MA0188
 MA0188  VERT ORDER  -  SECOND    CLASS 0
 MA0188
 MA0188.The horizontal coordinates were scaled from a topographic map and have
 MA0188.an estimated accuracy of +/- 6 seconds.
 MA0188
 MA0188.The orthometric height was determined by differential leveling
 MA0188.and adjusted by the National Geodetic Survey in June 1991..
 MA0188
 MA0188.The geoid height was determined by GEOID03.
 MA0188
 MA0188.The dynamic height is computed by dividing the NAVD 88
 MA0188.geopotential number by the normal gravity value computed on the
 MA0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0188.degrees latitude (g = 980.6199 gals.).
 MA0188
 MA0188.The modeled gravity was interpolated from observed gravity values.
 MA0188
 MA0188;                    North         East    Units  Estimated Accuracy
 MA0188;SPC PA N     -   129,740.      553,730.      MT  (+/- 180 meters Scaled)
 MA0188
 MA0188                          SUPERSEDED SURVEY CONTROL
 MA0188
 MA0188  NGVD 29 (??/??/92)  294.235  (m)          965.34   (f) ADJ UNCH    2 0
 MA0188
 MA0188.Superseded values are not recommended for survey control.
 MA0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0188.See file dsdata.txt to determine how the superseded data were derived.
 MA0188
 MA0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF257793(NAD 83)
 MA0188_MARKER: B = BOLT
 MA0188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0188_SP_SET: CULVERT
 MA0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0188
 MA0188  HISTORY     - Date     Condition        Report By
 MA0188  HISTORY     - UNK      MONUMENTED       PRR
 MA0188  HISTORY     - 1934     GOOD             NGS
 MA0188
 MA0188                          STATION DESCRIPTION
 MA0188
 MA0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0188'4.7 MI E FROM BENNEZETTE.
 MA0188'ABOUT 4.7 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0188'BENNEZETTE, ELK COUNTY, ABOUT 0.2 MILE EAST OF GRANT, ELK
 MA0188'COUNTY, ABOUT 1,680 FEET EAST OF MILEPOST 12, IN THE TOP OF THE
 MA0188'NORTH END OF STONE ARCH CULVERT 98.31, 27 FEET NORTH OF THE
 MA0188'CENTER LINE OF THE TRACK, AND ABOUT 3-1/2 FEET LOWER THAN THE
 MA0188'TOP OF THE RAIL.  A COPPER BOLT IN A CHISELED SQUARE, MARKED
 MA0188'BY THE CHISELED LETTERS BM 108.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0343 ***********************************************************************
 LZ0343  DESIGNATION -  108
 LZ0343  PID         -  LZ0343
 LZ0343  STATE/COUNTY-  PA/LYCOMING
 LZ0343  USGS QUAD   -  PICTURE ROCKS (1983)
 LZ0343
 LZ0343                         *CURRENT SURVEY CONTROL
 LZ0343  ___________________________________________________________________
 LZ0343* NAD 83(1986)-  41 18 50.     (N)    076 39 14.     (W)     SCALED    
 LZ0343* NAVD 88     -       218.033  (meters)     715.33   (feet)  ADJUSTED  
 LZ0343  ___________________________________________________________________
 LZ0343  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 LZ0343  DYNAMIC HT  -         217.941 (meters)     715.03  (feet)  COMP
 LZ0343  MODELED GRAV-     980,195.7   (mgal)                       NAVD 88
 LZ0343
 LZ0343  VERT ORDER  -  SECOND    CLASS 0
 LZ0343
 LZ0343.The horizontal coordinates were scaled from a topographic map and have
 LZ0343.an estimated accuracy of +/- 6 seconds.
 LZ0343
 LZ0343.The orthometric height was determined by differential leveling
 LZ0343.and adjusted by the National Geodetic Survey in June 1991..
 LZ0343
 LZ0343.The geoid height was determined by GEOID03.
 LZ0343
 LZ0343.The dynamic height is computed by dividing the NAVD 88
 LZ0343.geopotential number by the normal gravity value computed on the
 LZ0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0343.degrees latitude (g = 980.6199 gals.).
 LZ0343
 LZ0343.The modeled gravity was interpolated from observed gravity values.
 LZ0343
 LZ0343;                    North         East    Units  Estimated Accuracy
 LZ0343;SPC PA N     -   127,980.      691,780.      MT  (+/- 180 meters Scaled)
 LZ0343
 LZ0343                          SUPERSEDED SURVEY CONTROL
 LZ0343
 LZ0343  NGVD 29 (??/??/92)  218.229  (m)          715.97   (f) ADJ UNCH    2 0
 LZ0343
 LZ0343.Superseded values are not recommended for survey control.
 LZ0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0343.See file dsdata.txt to determine how the superseded data were derived.
 LZ0343
 LZ0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL615749(NAD 83)
 LZ0343_MARKER: DD = SURVEY DISK
 LZ0343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0343_SP_SET: CULVERT
 LZ0343_STAMPING: 108 HLZ 1968
 LZ0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0343
 LZ0343  HISTORY     - Date     Condition        Report By
 LZ0343  HISTORY     - 1968     MONUMENTED       USGS
 LZ0343  HISTORY     - 1969     GOOD             NGS
 LZ0343
 LZ0343                          STATION DESCRIPTION
 LZ0343
 LZ0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ0343'4.6 MI NE FROM PICTURE ROCKS.
 LZ0343'ABOUT 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY 220 FROM THE POST
 LZ0343'OFFICE IN PICTURE ROCKS, AT A SMALL VILLAGE OF GLEN MAWR, 15
 LZ0343'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 23 FEET SOUTHWEST
 LZ0343'OF THE APPROXIMATE CENTER OF A CROSSROAD, 10 FEET EAST OF A
 LZ0343'TELEPHONE POLE, SET IN THE TOP OF THE APPROXIMATE CENTER OF A
 LZ0343'HEADWALL OF A CONCRETE CULVERT AND IS ABOUT 1 FOOT ABOVE THE LEVEL
 LZ0343'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0030 ***********************************************************************
 KX0030  DESIGNATION -  108
 KX0030  PID         -  KX0030
 KX0030  STATE/COUNTY-  PA/BLAIR
 KX0030  USGS QUAD   -  TIPTON (1988)
 KX0030
 KX0030                         *CURRENT SURVEY CONTROL
 KX0030  ___________________________________________________________________
 KX0030* NAD 83(1986)-  40 39 19.     (N)    078 15 27.     (W)     SCALED    
 KX0030* NAVD 88     -       271.799  (meters)     891.73   (feet)  ADJUSTED  
 KX0030  ___________________________________________________________________
 KX0030  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KX0030  DYNAMIC HT  -         271.660 (meters)     891.27  (feet)  COMP
 KX0030  MODELED GRAV-     980,108.4   (mgal)                       NAVD 88
 KX0030
 KX0030  VERT ORDER  -  FIRST     CLASS II
 KX0030
 KX0030.The horizontal coordinates were scaled from a topographic map and have
 KX0030.an estimated accuracy of +/- 6 seconds.
 KX0030
 KX0030.The orthometric height was determined by differential leveling
 KX0030.and adjusted by the National Geodetic Survey in June 1991..
 KX0030
 KX0030.The geoid height was determined by GEOID03.
 KX0030
 KX0030.The dynamic height is computed by dividing the NAVD 88
 KX0030.geopotential number by the normal gravity value computed on the
 KX0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0030.degrees latitude (g = 980.6199 gals.).
 KX0030
 KX0030.The modeled gravity was interpolated from observed gravity values.
 KX0030
 KX0030;                    North         East    Units  Estimated Accuracy
 KX0030;SPC PA S     -   146,910.      557,080.      MT  (+/- 180 meters Scaled)
 KX0030
 KX0030                          SUPERSEDED SURVEY CONTROL
 KX0030
 KX0030  NGVD 29 (??/??/92)  271.97   (m)          892.3    (f) COMPUTED    1 2
 KX0030
 KX0030.Superseded values are not recommended for survey control.
 KX0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0030.See file dsdata.txt to determine how the superseded data were derived.
 KX0030
 KX0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF318041(NAD 83)
 KX0030_MARKER: Q = CHISELED SQUARE
 KX0030_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0030_SP_SET: BRIDGE
 KX0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0030
 KX0030  HISTORY     - Date     Condition        Report By
 KX0030  HISTORY     - UNK      MONUMENTED       PRR
 KX0030  HISTORY     - 1934     GOOD             NGS
 KX0030
 KX0030                          STATION DESCRIPTION
 KX0030
 KX0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KX0030'AT TYRONE.
 KX0030'AT TYRONE, BLAIR COUNTY, ON THE PENNSYLVANIA RAILROAD, AT
 KX0030'LITTLE JUNIATA BRIDGE 12, ON THE WEST END OF THE SOUTH PARAPET,
 KX0030'AND 6 INCHES LOWER THAN THE TOP OF THE RAIL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1631 ***********************************************************************
 LZ1631  DESIGNATION -  108 DOP USGS
 LZ1631  PID         -  LZ1631
 LZ1631  STATE/COUNTY-  PA/LYCOMING
 LZ1631  USGS QUAD   -  MONTOURSVILLE SOUTH (1994)
 LZ1631
 LZ1631                         *CURRENT SURVEY CONTROL
 LZ1631  ___________________________________________________________________
 LZ1631* NAD 83(1986)-  41 12 54.     (N)    076 55 43.     (W)     SCALED    
 LZ1631* NAVD 88     -       364.242  (meters)    1195.02   (feet)  ADJUSTED  
 LZ1631  ___________________________________________________________________
 LZ1631  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 LZ1631  DYNAMIC HT  -         364.076 (meters)    1194.47  (feet)  COMP
 LZ1631  MODELED GRAV-     980,157.0   (mgal)                       NAVD 88
 LZ1631
 LZ1631  VERT ORDER  -  FIRST     CLASS II
 LZ1631
 LZ1631.The horizontal coordinates were scaled from a topographic map and have
 LZ1631.an estimated accuracy of +/- 6 seconds.
 LZ1631
 LZ1631.The orthometric height was determined by differential leveling
 LZ1631.and adjusted by the National Geodetic Survey in June 1991..
 LZ1631
 LZ1631.The geoid height was determined by GEOID03.
 LZ1631
 LZ1631.The dynamic height is computed by dividing the NAVD 88
 LZ1631.geopotential number by the normal gravity value computed on the
 LZ1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1631.degrees latitude (g = 980.6199 gals.).
 LZ1631
 LZ1631.The modeled gravity was interpolated from observed gravity values.
 LZ1631
 LZ1631;                    North         East    Units  Estimated Accuracy
 LZ1631;SPC PA N     -   116,750.      668,880.      MT  (+/- 180 meters Scaled)
 LZ1631
 LZ1631                          SUPERSEDED SURVEY CONTROL
 LZ1631
 LZ1631.No superseded survey control is available for this station.
 LZ1631
 LZ1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL383644(NAD 83)
 LZ1631_MARKER: DB = BENCH MARK DISK
 LZ1631_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LZ1631_SP_SET: HEADWALL
 LZ1631_STAMPING: 1196 108 DOP 1962
 LZ1631_MARK LOGO: USGS  
 LZ1631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1631+STABILITY: SURFACE MOTION
 LZ1631
 LZ1631  HISTORY     - Date     Condition        Report By
 LZ1631  HISTORY     - 1962     MONUMENTED       USGS
 LZ1631  HISTORY     - 1983     GOOD             NGS
 LZ1631
 LZ1631                          STATION DESCRIPTION
 LZ1631
 LZ1631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LZ1631'8.2 KM (5.15 MI) SOUTH FROM WILLIAMSPORT.
 LZ1631'8.2 KM (5.15 MI) SOUTH ALONG U.S. HIGHWAY 15 FROM THE MARKET STREET
 LZ1631'BRIDGE OVER THE SUSQUEHANNA RIVER IN WILLIAMSPORT TO THE MARK ON THE
 LZ1631'RIGHT, IN A HEADWALL OF A CULVERT, 8.3 METERS (27.5 FT) SOUTHWEST OF
 LZ1631'CENTERLINE OF HIGHWAY.
 LZ1631'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0735 ***********************************************************************
 KW0735  DESIGNATION -  108 PRR
 KW0735  PID         -  KW0735
 KW0735  STATE/COUNTY-  PA/LANCASTER
 KW0735  USGS QUAD   -  COLUMBIA WEST (1990)
 KW0735
 KW0735                         *CURRENT SURVEY CONTROL
 KW0735  ___________________________________________________________________
 KW0735* NAD 83(1986)-  40 01 51.     (N)    076 30 25.     (W)     SCALED    
 KW0735* NAVD 88     -        76.818  (meters)     252.03   (feet)  ADJUSTED  
 KW0735  ___________________________________________________________________
 KW0735  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KW0735  DYNAMIC HT  -          76.779 (meters)     251.90  (feet)  COMP
 KW0735  MODELED GRAV-     980,115.2   (mgal)                       NAVD 88
 KW0735
 KW0735  VERT ORDER  -  FIRST     CLASS II
 KW0735
 KW0735.The horizontal coordinates were scaled from a topographic map and have
 KW0735.an estimated accuracy of +/- 6 seconds.
 KW0735
 KW0735.The orthometric height was determined by differential leveling
 KW0735.and adjusted by the National Geodetic Survey in June 1991..
 KW0735
 KW0735.The geoid height was determined by GEOID03.
 KW0735
 KW0735.The dynamic height is computed by dividing the NAVD 88
 KW0735.geopotential number by the normal gravity value computed on the
 KW0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0735.degrees latitude (g = 980.6199 gals.).
 KW0735
 KW0735.The modeled gravity was interpolated from observed gravity values.
 KW0735
 KW0735;                    North         East    Units  Estimated Accuracy
 KW0735;SPC PA S     -    78,190.      706,100.      MT  (+/- 180 meters Scaled)
 KW0735
 KW0735                          SUPERSEDED SURVEY CONTROL
 KW0735
 KW0735  NGVD 29 (??/??/??)   77.072  (m)          252.86   (f) ADJUSTED    1 2
 KW0735
 KW0735.Superseded values are not recommended for survey control.
 KW0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0735.See file dsdata.txt to determine how the superseded data were derived.
 KW0735
 KW0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK714322(NAD 83)
 KW0735_MARKER: Z = SEE DESCRIPTION
 KW0735_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0735_SP_SET: WATER TABLE
 KW0735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0735_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0735+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2004
 KW0735
 KW0735  HISTORY     - Date     Condition        Report By
 KW0735  HISTORY     - 1955     MONUMENTED       PRR
 KW0735  HISTORY     - 1955     GOOD             CGS
 KW0735  HISTORY     - 1979     GOOD             NGS
 KW0735  HISTORY     - 20011029 GOOD             NGS
 KW0735  HISTORY     - 20040417 GOOD             GEOCAC
 KW0735
 KW0735                          STATION DESCRIPTION
 KW0735
 KW0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KW0735'AT COLUMBIA.
 KW0735'AT COLUMBIA, AT THE PENNSYLVANIA RAILROAD STATION, AT INTERSECTION
 KW0735'OF WALNUT STREET AND NORTH FRONT STREET, NEAR THE CENTER OF
 KW0735'SOUTHWEST FACE OF STONE MARONRY RAILROAD STATION BUILDING, A
 KW0735'CHISELED 2-INCH SHELF IN THE TOP OF SOUTHWEST EDGE OF STONE
 KW0735'WATER TABLE AND MARKED BM NO 108, 46 1/2 FEET NORTHWEST OF
 KW0735'NORTHWEST CURB OF WALNUT STREET, 51 FEET NORTHEAST OF NORTHEAST
 KW0735'RAIL, 25 FEET NORTHEAST OF NORTHEAST CURB LINE OF NORTH FRONT
 KW0735'STREET, 33 1/2 FEET NORTHWEST OF SOUTH CORNER OF STATION, AND
 KW0735'1 1/2 FEET ABOVE LEVEL OF FLAG-STONE APRON IN FRONT OF STATION.
 KW0735
 KW0735                          STATION RECOVERY (1979)
 KW0735
 KW0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW0735'RECOVERED IN GOOD CONDITION.
 KW0735
 KW0735                          STATION RECOVERY (2001)
 KW0735
 KW0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 KW0735'RECOVERED IN GOOD CONDITION.
 KW0735
 KW0735                          STATION RECOVERY (2004)
 KW0735
 KW0735'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0735'BUILDING IS NO LONGER THE STATION BUT DESCRIPTION IS ADEQUATE TO
 KW0735'LOCATE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0136 ***********************************************************************
 MA0136  DESIGNATION -  1080.2
 MA0136  PID         -  MA0136
 MA0136  STATE/COUNTY-  PA/CAMERON
 MA0136  USGS QUAD   -  WEST CREEK (1981)
 MA0136
 MA0136                         *CURRENT SURVEY CONTROL
 MA0136  ___________________________________________________________________
 MA0136* NAD 83(1986)-  41 29 49.     (N)    078 16 13.     (W)     SCALED    
 MA0136* NAVD 88     -       329.189  (meters)    1080.01   (feet)  ADJUSTED  
 MA0136  ___________________________________________________________________
 MA0136  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 MA0136  DYNAMIC HT  -         329.042 (meters)    1079.53  (feet)  COMP
 MA0136  MODELED GRAV-     980,167.6   (mgal)                       NAVD 88
 MA0136
 MA0136  VERT ORDER  -  SECOND    CLASS 0
 MA0136
 MA0136.The horizontal coordinates were scaled from a topographic map and have
 MA0136.an estimated accuracy of +/- 6 seconds.
 MA0136
 MA0136.The orthometric height was determined by differential leveling
 MA0136.and adjusted by the National Geodetic Survey in June 1991..
 MA0136
 MA0136.The geoid height was determined by GEOID03.
 MA0136
 MA0136.The dynamic height is computed by dividing the NAVD 88
 MA0136.geopotential number by the normal gravity value computed on the
 MA0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0136.degrees latitude (g = 980.6199 gals.).
 MA0136
 MA0136.The modeled gravity was interpolated from observed gravity values.
 MA0136
 MA0136;                    North         East    Units  Estimated Accuracy
 MA0136;SPC PA N     -   147,860.      556,560.      MT  (+/- 180 meters Scaled)
 MA0136
 MA0136                          SUPERSEDED SURVEY CONTROL
 MA0136
 MA0136  NGVD 29 (??/??/92)  329.344  (m)         1080.52   (f) ADJ UNCH    2 0
 MA0136
 MA0136.Superseded values are not recommended for survey control.
 MA0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0136.See file dsdata.txt to determine how the superseded data were derived.
 MA0136
 MA0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF278975(NAD 83)
 MA0136_MARKER: B = BOLT
 MA0136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0136_SP_SET: BRIDGE
 MA0136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0136
 MA0136  HISTORY     - Date     Condition        Report By
 MA0136  HISTORY     - UNK      MONUMENTED       USGS
 MA0136  HISTORY     - 1934     GOOD             NGS
 MA0136
 MA0136                          STATION DESCRIPTION
 MA0136
 MA0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0136'1.8 MI W FROM EMPORIUM.
 MA0136'1.8 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM EMPORIUM,
 MA0136'748 FEET EAST OF MILEPOST 147, AT THE BRIDGE ON THE ROAD LEADING
 MA0136'INTO THE HERCULES POWDER CO., IN THE TOP OF THE BEARING PLATE
 MA0136'AT THE NORTHWEST CORNER, 54 FEET SOUTH OF THE CENTER LINE OF THE
 MA0136'TRACK, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.  THE
 MA0136'TOP OF AN IRON BOLT, SURROUNDED BY A PAINTED CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1538 ***********************************************************************
 MA1538  DESIGNATION -  1083.14
 MA1538  PID         -  MA1538
 MA1538  STATE/COUNTY-  PA/VENANGO
 MA1538  USGS QUAD   -  TITUSVILLE SOUTH (1977)
 MA1538
 MA1538                         *CURRENT SURVEY CONTROL
 MA1538  ___________________________________________________________________
 MA1538* NAD 83(1986)-  41 31 16.     (N)    079 40 37.     (W)     SCALED    
 MA1538* NAVD 88     -       329.794  (meters)    1082.00   (feet)  ADJUSTED  
 MA1538  ___________________________________________________________________
 MA1538  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 MA1538  DYNAMIC HT  -         329.650 (meters)    1081.53  (feet)  COMP
 MA1538  MODELED GRAV-     980,177.9   (mgal)                       NAVD 88
 MA1538
 MA1538  VERT ORDER  -  SECOND    CLASS 0
 MA1538
 MA1538.The horizontal coordinates were scaled from a topographic map and have
 MA1538.an estimated accuracy of +/- 6 seconds.
 MA1538
 MA1538.The orthometric height was determined by differential leveling
 MA1538.and adjusted by the National Geodetic Survey in June 1991..
 MA1538
 MA1538.The geoid height was determined by GEOID03.
 MA1538
 MA1538.The dynamic height is computed by dividing the NAVD 88
 MA1538.geopotential number by the normal gravity value computed on the
 MA1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1538.degrees latitude (g = 980.6199 gals.).
 MA1538
 MA1538.The modeled gravity was interpolated from observed gravity values.
 MA1538
 MA1538;                    North         East    Units  Estimated Accuracy
 MA1538;SPC PA N     -   152,210.      439,180.      MT  (+/- 180 meters Scaled)
 MA1538
 MA1538                          SUPERSEDED SURVEY CONTROL
 MA1538
 MA1538  NGVD 29 (??/??/92)  329.963  (m)         1082.55   (f) ADJ UNCH    2 0
 MA1538
 MA1538.Superseded values are not recommended for survey control.
 MA1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1538.See file dsdata.txt to determine how the superseded data were derived.
 MA1538
 MA1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF103974(NAD 83)
 MA1538_MARKER: B = BOLT
 MA1538_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1538_SP_SET: BRIDGE
 MA1538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1538
 MA1538  HISTORY     - Date     Condition        Report By
 MA1538  HISTORY     - UNK      MONUMENTED       PRR
 MA1538  HISTORY     - 1935     GOOD             NGS
 MA1538
 MA1538                          STATION DESCRIPTION
 MA1538
 MA1538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1538'0.4 MI N FROM PETROLEUM CENTER.
 MA1538'0.4 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA1538'STATION AT PETROLEUM CENTER, VENANGO COUNTY, AT BRIDGE 130.27
 MA1538'OVER OIL CREEK, IN THE TOP OF THE EAST END OF THE SOUTH BACK
 MA1538'WALL, 11 FEET EAST OF THE CENTER LINE OF THE TRACK, AND ABOUT
 MA1538'2 FEET LOWER THAN THE TRACK.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1137 ***********************************************************************
 MA1137  DESIGNATION -  1083.7
 MA1137  PID         -  MA1137
 MA1137  STATE/COUNTY-  PA/FOREST
 MA1137  USGS QUAD   -  TIONESTA (1973)
 MA1137
 MA1137                         *CURRENT SURVEY CONTROL
 MA1137  ___________________________________________________________________
 MA1137* NAD 83(1986)-  41 29 16.     (N)    079 23 24.     (W)     SCALED    
 MA1137* NAVD 88     -       330.092  (meters)    1082.98   (feet)  ADJUSTED  
 MA1137  ___________________________________________________________________
 MA1137  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 MA1137  DYNAMIC HT  -         329.941 (meters)    1082.48  (feet)  COMP
 MA1137  MODELED GRAV-     980,156.6   (mgal)                       NAVD 88
 MA1137
 MA1137  VERT ORDER  -  SECOND    CLASS 0
 MA1137
 MA1137.The horizontal coordinates were scaled from a topographic map and have
 MA1137.an estimated accuracy of +/- 6 seconds.
 MA1137
 MA1137.The orthometric height was determined by differential leveling
 MA1137.and adjusted by the National Geodetic Survey in June 1991..
 MA1137
 MA1137.The geoid height was determined by GEOID03.
 MA1137
 MA1137.The dynamic height is computed by dividing the NAVD 88
 MA1137.geopotential number by the normal gravity value computed on the
 MA1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1137.degrees latitude (g = 980.6199 gals.).
 MA1137
 MA1137.The modeled gravity was interpolated from observed gravity values.
 MA1137
 MA1137;                    North         East    Units  Estimated Accuracy
 MA1137;SPC PA N     -   148,010.      463,060.      MT  (+/- 180 meters Scaled)
 MA1137
 MA1137                          SUPERSEDED SURVEY CONTROL
 MA1137
 MA1137  NGVD 29 (??/??/92)  330.249  (m)         1083.49   (f) ADJ UNCH    2 0
 MA1137
 MA1137.Superseded values are not recommended for survey control.
 MA1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1137.See file dsdata.txt to determine how the superseded data were derived.
 MA1137
 MA1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF344941(NAD 83)
 MA1137_MARKER: DB = BENCH MARK DISK
 MA1137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1137_SP_SET: CULVERT
 MA1137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1137
 MA1137  HISTORY     - Date     Condition        Report By
 MA1137  HISTORY     - UNK      MONUMENTED       PADH
 MA1137  HISTORY     - 1935     GOOD             NGS
 MA1137
 MA1137                          STATION DESCRIPTION
 MA1137
 MA1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1137'1.3 MI W FROM NEBRASKA.
 MA1137'ABOUT 1.3 MILES WEST ALONG STATE HIGHWAY 66 FROM NEBRASKA,
 MA1137'FOREST COUNTY, AT STATION 2+23, ABOUT 90 FEET SOUTHEAST OF A
 MA1137'2-STORY GREEN HOUSE, 35 FEET SOUTH OF A 10-INCH HICKORY TREE
 MA1137'PAINTED BM 1083.7, 25 FEET SOUTHEAST OF THE CENTER OF THE
 MA1137'JUNCTION OF A ROAD LEADING TO A SAWMILL, AT A 6-FOOT CONCRETE
 MA1137'ARCH CULVERT, IN THE TOP OF THE SOUTHWEST WING WALL, 15 FEET
 MA1137'SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET LOWER
 MA1137'THAN THE ROADWAY.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD
 MA1137'DISK.  NOTE-- THE DESCRIPTIONS FOR THE MARKS ON THIS LINE
 MA1137'REFER TO THE 1935 LOCATION OF STATE HIGHWAYS 66 AND 666.  THE
 MA1137'PRESENT LOCATION OF THESE HIGHWAYS HAS BEEN RELOCATED DUE TO
 MA1137'HIGH WATER OF THE TIONESTA DAM, THEREFORE MARKS FROM BM 4-58+70
 MA1137'TO Y-78 MAY OR MAY NOT BE RECOVERABLE DURING TIMES OF LOW
 MA1137'WATER OF THE RESERVOIR.  NOTE-- THE LOCATION OF STATE HIGHWAYS
 MA1137'66 AND 666, HAVE BEEN RELOCATED DUE TO HIGH WATER OF THE TIONESTA
 MA1137'DAM, THEREFORE THE MARK MAY OR MAY NOT BE RECOVERABLE DURING
 MA1137'TIMES OF LOW WATER OF THE RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0816 ***********************************************************************
 MA0816  DESIGNATION -  1086 D
 MA0816  PID         -  MA0816
 MA0816  STATE/COUNTY-  PA/FOREST
 MA0816  USGS QUAD   -  WEST HICKORY (1981)
 MA0816
 MA0816                         *CURRENT SURVEY CONTROL
 MA0816  ___________________________________________________________________
 MA0816* NAD 83(1986)-  41 34 12.     (N)    079 24 24.     (W)     SCALED    
 MA0816* NAVD 88     -       330.972  (meters)    1085.86   (feet)  ADJUSTED  
 MA0816  ___________________________________________________________________
 MA0816  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MA0816  DYNAMIC HT  -         330.831 (meters)    1085.40  (feet)  COMP
 MA0816  MODELED GRAV-     980,186.3   (mgal)                       NAVD 88
 MA0816
 MA0816  VERT ORDER  -  FIRST     CLASS II
 MA0816
 MA0816.The horizontal coordinates were scaled from a topographic map and have
 MA0816.an estimated accuracy of +/- 6 seconds.
 MA0816
 MA0816.The orthometric height was determined by differential leveling
 MA0816.and adjusted by the National Geodetic Survey in June 1991..
 MA0816
 MA0816.The geoid height was determined by GEOID03.
 MA0816
 MA0816.The dynamic height is computed by dividing the NAVD 88
 MA0816.geopotential number by the normal gravity value computed on the
 MA0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0816.degrees latitude (g = 980.6199 gals.).
 MA0816
 MA0816.The modeled gravity was interpolated from observed gravity values.
 MA0816
 MA0816;                    North         East    Units  Estimated Accuracy
 MA0816;SPC PA N     -   157,170.      461,840.      MT  (+/- 180 meters Scaled)
 MA0816
 MA0816                          SUPERSEDED SURVEY CONTROL
 MA0816
 MA0816  NGVD 29 (??/??/92)  331.144  (m)         1086.43   (f) ADJ UNCH    1 2
 MA0816
 MA0816.Superseded values are not recommended for survey control.
 MA0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0816.See file dsdata.txt to determine how the superseded data were derived.
 MA0816
 MA0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG328032(NAD 83)
 MA0816_MARKER: DD = SURVEY DISK
 MA0816_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0816_SP_SET: BRIDGE SEAT
 MA0816_STAMPING: PENNSYLVANIA 1086 DUNKIRK 1899
 MA0816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0816
 MA0816  HISTORY     - Date     Condition        Report By
 MA0816  HISTORY     - 1899     MONUMENTED       USGS
 MA0816  HISTORY     - 1941     GOOD             NGS
 MA0816  HISTORY     - 1941     GOOD             NGS
 MA0816
 MA0816                          STATION DESCRIPTION
 MA0816
 MA0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MA0816'AT WEST HICKORY.
 MA0816'AT WEST HICKORY, FOREST COUNTY, ABOUT 1,000 FEET NORTH ALONG
 MA0816'THE PENNSYLVANIA RAILROAD FROM THE STATION, ABOUT 100 FEET NORTH
 MA0816'OF MILEPOST 27-89, AT THE 4-SPAN TRUSS RAILROAD AND HIGHWAY TOLL
 MA0816'BRIDGE OVER THE ALLEGHENY RIVER, IN THE NORTH END OF THE WEST
 MA0816'BRIDGE SEAT, 11 FEET NORTH OF THE CENTER LINE OF THE ROADWAY,
 MA0816'AND ABOUT 4-1/2 FEET LOWER THAN THE ROADWAY.  A UNITED STATES
 MA0816'GEOLOGICAL SURVEY STANDARD DISK, STAMPED PENNSYLVANIA 1086
 MA0816'DUNKIRK 1899.
 MA0816
 MA0816                          STATION RECOVERY (1941)
 MA0816
 MA0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 MA0816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0821 ***********************************************************************
 KX0821  DESIGNATION -  1087
 KX0821  PID         -  KX0821
 KX0821  STATE/COUNTY-  PA/INDIANA
 KX0821  USGS QUAD   -  CLYMER (1981)
 KX0821
 KX0821                         *CURRENT SURVEY CONTROL
 KX0821  ___________________________________________________________________
 KX0821* NAD 83(1986)-  40 43 27.     (N)    079 06 09.     (W)     SCALED    
 KX0821* NAVD 88     -       330.88   (+/-2cm)    1085.6    (feet)  VERTCON   
 KX0821  ___________________________________________________________________
 KX0821  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KX0821
 KX0821  VERT ORDER  -  ? (See Below)
 KX0821
 KX0821.The horizontal coordinates were scaled from a topographic map and have
 KX0821.an estimated accuracy of +/- 6 seconds.
 KX0821
 KX0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0821.The vertical order pertains to the NGVD 29 superseded value.
 KX0821
 KX0821.The geoid height was determined by GEOID03.
 KX0821
 KX0821;                    North         East    Units  Estimated Accuracy
 KX0821;SPC PA S     -   155,310.      485,740.      MT  (+/- 180 meters Scaled)
 KX0821
 KX0821                          SUPERSEDED SURVEY CONTROL
 KX0821
 KX0821  NGVD 29 (??/??/92)  331.056  (m)         1086.14   (f) ADJ UNCH    ?  
 KX0821
 KX0821.Superseded values are not recommended for survey control.
 KX0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0821.See file dsdata.txt to determine how the superseded data were derived.
 KX0821
 KX0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF602098(NAD 83)
 KX0821_MARKER: Z = SEE DESCRIPTION
 KX0821_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0821_SP_SET: BRIDGE
 KX0821_STAMPING: 1087 PITTSBURGH
 KX0821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0821
 KX0821  HISTORY     - Date     Condition        Report By
 KX0821  HISTORY     - UNK      MONUMENTED       USGS
 KX0821  HISTORY     - 1917     GOOD             BORR
 KX0821
 KX0821                          STATION DESCRIPTION
 KX0821
 KX0821'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1917
 KX0821'AT GAIBLETON.
 KX0821'AT GAIBLETON, 650 FEET SOUTH OF POST OFFICE, WEST SIDE OF
 KX0821'ROAD, DOUBLE ARCH STONE HIGHWAY BRIDGE ON COPING STONE OF
 KX0821'NORTH ARCH.  AN ALUMINUM TABLET, STAMPED 1087 PITTSBURGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0487 ***********************************************************************
 LZ0487  DESIGNATION -  1087.5
 LZ0487  PID         -  LZ0487
 LZ0487  STATE/COUNTY-  PA/SULLIVAN
 LZ0487  USGS QUAD   -  HILLSGROVE (1995)
 LZ0487
 LZ0487                         *CURRENT SURVEY CONTROL
 LZ0487  ___________________________________________________________________
 LZ0487* NAD 83(1986)-  41 26 48.     (N)    076 43 04.     (W)     SCALED    
 LZ0487* NAVD 88     -       331.328  (meters)    1087.03   (feet)  ADJUSTED  
 LZ0487  ___________________________________________________________________
 LZ0487  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 LZ0487  DYNAMIC HT  -         331.186 (meters)    1086.57  (feet)  COMP
 LZ0487  MODELED GRAV-     980,185.3   (mgal)                       NAVD 88
 LZ0487
 LZ0487  VERT ORDER  -  SECOND    CLASS 0
 LZ0487
 LZ0487.The horizontal coordinates were scaled from a topographic map and have
 LZ0487.an estimated accuracy of +/- 6 seconds.
 LZ0487
 LZ0487.The orthometric height was determined by differential leveling
 LZ0487.and adjusted by the National Geodetic Survey in June 1991..
 LZ0487
 LZ0487.The geoid height was determined by GEOID03.
 LZ0487
 LZ0487.The dynamic height is computed by dividing the NAVD 88
 LZ0487.geopotential number by the normal gravity value computed on the
 LZ0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0487.degrees latitude (g = 980.6199 gals.).
 LZ0487
 LZ0487.The modeled gravity was interpolated from observed gravity values.
 LZ0487
 LZ0487;                    North         East    Units  Estimated Accuracy
 LZ0487;SPC PA N     -   142,660.      686,250.      MT  (+/- 180 meters Scaled)
 LZ0487
 LZ0487                          SUPERSEDED SURVEY CONTROL
 LZ0487
 LZ0487  NGVD 29 (??/??/92)  331.512  (m)         1087.64   (f) ADJ UNCH    2 0
 LZ0487
 LZ0487.Superseded values are not recommended for survey control.
 LZ0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0487.See file dsdata.txt to determine how the superseded data were derived.
 LZ0487
 LZ0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL565897(NAD 83)
 LZ0487_MARKER: Q = CHISELED SQUARE
 LZ0487_SETTING: 80 = SET IN A BOULDER
 LZ0487_SP_SET: BOULDER
 LZ0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0487+STABILITY: SURFACE MOTION
 LZ0487
 LZ0487  HISTORY     - Date     Condition        Report By
 LZ0487  HISTORY     - UNK      MONUMENTED       USGS
 LZ0487  HISTORY     - 1935     GOOD             NGS
 LZ0487
 LZ0487                          STATION DESCRIPTION
 LZ0487
 LZ0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ0487'0.8 MI NW FROM HILLSGROVE.
 LZ0487'0.8 MILE NORTHWEST ALONG A ROAD LEADING TO VETERAN CAMP 128 FROM
 LZ0487'HILLSGROVE, SULLIVAN COUNTY, 0.7 MILE NORTHWEST OF THE JUNCTION
 LZ0487'OF STATE HIGHWAY 87, 10 FEET NORTHEAST OF THE CROSSING OF AN
 LZ0487'ABANDONED RAILROAD BED, 10 FEET EAST OF A STONE CULVERT, 8 FEET
 LZ0487'NORTH OF THE CENTER LINE OF THE ROAD, ON THE TOP OF A 2- BY 4-FOOT
 LZ0487'BOULDER PAINTED U.S. 1087 5 BM, AND ABOUT 1/2 FOOT HIGHER THAN
 LZ0487'THE GRADE.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0003 ***********************************************************************
 MB0003  DESIGNATION -  1088
 MB0003  PID         -  MB0003
 MB0003  STATE/COUNTY-  PA/CRAWFORD
 MB0003  USGS QUAD   -  HARMONSBURG (1977)
 MB0003
 MB0003                         *CURRENT SURVEY CONTROL
 MB0003  ___________________________________________________________________
 MB0003* NAD 83(1986)-  41 37 57.     (N)    080 20 22.     (W)     SCALED    
 MB0003* NAVD 88     -       331.259  (meters)    1086.81   (feet)  ADJUSTED  
 MB0003  ___________________________________________________________________
 MB0003  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 MB0003  DYNAMIC HT  -         331.124 (meters)    1086.36  (feet)  COMP
 MB0003  MODELED GRAV-     980,205.4   (mgal)                       NAVD 88
 MB0003
 MB0003  VERT ORDER  -  SECOND    CLASS 0
 MB0003
 MB0003.The horizontal coordinates were scaled from a topographic map and have
 MB0003.an estimated accuracy of +/- 6 seconds.
 MB0003
 MB0003.The orthometric height was determined by differential leveling
 MB0003.and adjusted by the National Geodetic Survey in June 1991..
 MB0003
 MB0003.The geoid height was determined by GEOID03.
 MB0003
 MB0003.The dynamic height is computed by dividing the NAVD 88
 MB0003.geopotential number by the normal gravity value computed on the
 MB0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0003.degrees latitude (g = 980.6199 gals.).
 MB0003
 MB0003.The modeled gravity was interpolated from observed gravity values.
 MB0003
 MB0003;                    North         East    Units  Estimated Accuracy
 MB0003;SPC PA N     -   166,010.      384,270.      MT  (+/- 180 meters Scaled)
 MB0003
 MB0003                          SUPERSEDED SURVEY CONTROL
 MB0003
 MB0003  NGVD 29 (??/??/92)  331.423  (m)         1087.34   (f) ADJ UNCH    2 0
 MB0003
 MB0003.Superseded values are not recommended for survey control.
 MB0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0003.See file dsdata.txt to determine how the superseded data were derived.
 MB0003
 MB0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG550091(NAD 83)
 MB0003_MARKER: DD = SURVEY DISK
 MB0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0003_SP_SET: BUILDING FOUNDATION
 MB0003_STAMPING: 1088 1935
 MB0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0003
 MB0003  HISTORY     - Date     Condition        Report By
 MB0003  HISTORY     - 1935     MONUMENTED       USGS
 MB0003  HISTORY     - 1935     GOOD             NGS
 MB0003
 MB0003                          STATION DESCRIPTION
 MB0003
 MB0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MB0003'0.5 MI E FROM MEADVILLE JC.
 MB0003'0.5 MILE EAST ALONG THE BESSEMER AND LAKE ERIE RAILROAD
 MB0003'FROM THE STATION AT MEADVILLE JUNCTION, AT THE CROSSING OF A
 MB0003'ROAD LEADING TO A ROAD CROSSING 125 FEET NORTH OF THE NORTH
 MB0003'RAIL, 90 FEET EAST OF THE CENTERLINE OF THE ROAD, AT A 2-STORY
 MB0003'YELLOW FRAME HOUSE OF CHARLES SHAKESPEAR, IN THE FOUNDATION OF
 MB0003'THE SOUTHWEST CORNER, AND ABOUT 6 FEET LOWER THAN THE TRACK.
 MB0003'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1088
 MB0003'1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0757 ***********************************************************************
 LZ0757  DESIGNATION -  1089.9
 LZ0757  PID         -  LZ0757
 LZ0757  STATE/COUNTY-  PA/TIOGA
 LZ0757  USGS QUAD   -  TIADAGHTON (1994)
 LZ0757
 LZ0757                         *CURRENT SURVEY CONTROL
 LZ0757  ___________________________________________________________________
 LZ0757* NAD 83(1986)-  41 41 55.     (N)    077 27 31.     (W)     SCALED    
 LZ0757* NAVD 88     -       332.181  (meters)    1089.83   (feet)  ADJUSTED  
 LZ0757  ___________________________________________________________________
 LZ0757  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 LZ0757  DYNAMIC HT  -         332.029 (meters)    1089.33  (feet)  COMP
 LZ0757  MODELED GRAV-     980,159.1   (mgal)                       NAVD 88
 LZ0757
 LZ0757  VERT ORDER  -  SECOND    CLASS 0
 LZ0757
 LZ0757.The horizontal coordinates were scaled from a topographic map and have
 LZ0757.an estimated accuracy of +/- 6 seconds.
 LZ0757
 LZ0757.The orthometric height was determined by differential leveling
 LZ0757.and adjusted by the National Geodetic Survey in June 1991..
 LZ0757
 LZ0757.The geoid height was determined by GEOID03.
 LZ0757
 LZ0757.The dynamic height is computed by dividing the NAVD 88
 LZ0757.geopotential number by the normal gravity value computed on the
 LZ0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0757.degrees latitude (g = 980.6199 gals.).
 LZ0757
 LZ0757.The modeled gravity was interpolated from observed gravity values.
 LZ0757
 LZ0757;                    North         East    Units  Estimated Accuracy
 LZ0757;SPC PA N     -   170,170.      624,260.      MT  (+/- 180 meters Scaled)
 LZ0757
 LZ0757                          SUPERSEDED SURVEY CONTROL
 LZ0757
 LZ0757  NGVD 29 (??/??/92)  332.310  (m)         1090.25   (f) ADJ UNCH    2 0
 LZ0757
 LZ0757.Superseded values are not recommended for survey control.
 LZ0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0757.See file dsdata.txt to determine how the superseded data were derived.
 LZ0757
 LZ0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM954192(NAD 83)
 LZ0757_MARKER: Q = CHISELED SQUARE
 LZ0757_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0757_SP_SET: BRIDGE WALL
 LZ0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0757
 LZ0757  HISTORY     - Date     Condition        Report By
 LZ0757  HISTORY     - UNK      MONUMENTED       CGS
 LZ0757  HISTORY     - 1934     GOOD             NGS
 LZ0757
 LZ0757                          STATION DESCRIPTION
 LZ0757
 LZ0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0757'4.2 MI N FROM TIADAGHTON.
 LZ0757'ABOUT 4.2 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD
 LZ0757'FROM TIADAGHTON, TIOGA COUNTY, ABOUT 150 FEET NORTH OF THE
 LZ0757'STATION, AT LITTLE FOUR MILE RUN, AT BRIDGE 127 A, AND ON
 LZ0757'THE TOP OF THE WEST END OF THE NORTH BACK WALL.  A CHISELED
 LZ0757'SQUARE, MARKED BY THE PAINTED LETTERS B M 1089.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0140 ***********************************************************************
 MA0140  DESIGNATION -  1089.95
 MA0140  PID         -  MA0140
 MA0140  STATE/COUNTY-  PA/POTTER
 MA0140  USGS QUAD   -  WHARTON (1971)
 MA0140
 MA0140                         *CURRENT SURVEY CONTROL
 MA0140  ___________________________________________________________________
 MA0140* NAD 83(1986)-  41 31 45.     (N)    078 01 17.     (W)     SCALED    
 MA0140* NAVD 88     -       332.048  (meters)    1089.39   (feet)  ADJUSTED  
 MA0140  ___________________________________________________________________
 MA0140  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 MA0140  DYNAMIC HT  -         331.909 (meters)    1088.94  (feet)  COMP
 MA0140  MODELED GRAV-     980,194.5   (mgal)                       NAVD 88
 MA0140
 MA0140  VERT ORDER  -  SECOND    CLASS 0
 MA0140
 MA0140.The horizontal coordinates were scaled from a topographic map and have
 MA0140.an estimated accuracy of +/- 6 seconds.
 MA0140
 MA0140.The orthometric height was determined by differential leveling
 MA0140.and adjusted by the National Geodetic Survey in June 1991..
 MA0140
 MA0140.The geoid height was determined by GEOID03.
 MA0140
 MA0140.The dynamic height is computed by dividing the NAVD 88
 MA0140.geopotential number by the normal gravity value computed on the
 MA0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0140.degrees latitude (g = 980.6199 gals.).
 MA0140
 MA0140.The modeled gravity was interpolated from observed gravity values.
 MA0140
 MA0140;                    North         East    Units  Estimated Accuracy
 MA0140;SPC PA N     -   151,350.      577,350.      MT  (+/- 180 meters Scaled)
 MA0140
 MA0140                          SUPERSEDED SURVEY CONTROL
 MA0140
 MA0140  NGVD 29 (??/??/92)  332.209  (m)         1089.92   (f) ADJ UNCH    2 0
 MA0140
 MA0140.Superseded values are not recommended for survey control.
 MA0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0140.See file dsdata.txt to determine how the superseded data were derived.
 MA0140
 MA0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG485017(NAD 83)
 MA0140_MARKER: X = CHISELED CROSS
 MA0140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0140_SP_SET: BRIDGE
 MA0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0140
 MA0140  HISTORY     - Date     Condition        Report By
 MA0140  HISTORY     - UNK      MONUMENTED       USGS
 MA0140  HISTORY     - 1934     GOOD             NGS
 MA0140
 MA0140                          STATION DESCRIPTION
 MA0140
 MA0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0140'AT WHARTON.
 MA0140'AT WHARTON, POTTER COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 MA0140'ABOUT 350 FEET WEST OF THE GRADE CROSSING OF STATE HIGHWAY 959,
 MA0140'AT THE BRIDGE OVER THE EAST FORK OF THE SINNAMAHONING CREEK, ON
 MA0140'THE TOP OF THE SOUTHWEST CORNER OF THE STONE BACK WALL, 12 FEET
 MA0140'WEST OF THE CENTER LINE OF THE TRACK, AND 1 FOOT LOWER THAN THE
 MA0140'TOP OF THE RAIL.  A CHISELED CROSS WITHIN A CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0187 ***********************************************************************
 MA0187  DESIGNATION -  109
 MA0187  PID         -  MA0187
 MA0187  STATE/COUNTY-  PA/ELK
 MA0187  USGS QUAD   -  DENTS RUN (1994)
 MA0187
 MA0187                         *CURRENT SURVEY CONTROL
 MA0187  ___________________________________________________________________
 MA0187* NAD 83(1986)-  41 20 27.     (N)    078 17 31.     (W)     SCALED    
 MA0187* NAVD 88     -       290.756  (meters)     953.92   (feet)  ADJUSTED  
 MA0187  ___________________________________________________________________
 MA0187  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 MA0187  DYNAMIC HT  -         290.624 (meters)     953.49  (feet)  COMP
 MA0187  MODELED GRAV-     980,162.2   (mgal)                       NAVD 88
 MA0187
 MA0187  VERT ORDER  -  SECOND    CLASS 0
 MA0187
 MA0187.The horizontal coordinates were scaled from a topographic map and have
 MA0187.an estimated accuracy of +/- 6 seconds.
 MA0187
 MA0187.The orthometric height was determined by differential leveling
 MA0187.and adjusted by the National Geodetic Survey in June 1991..
 MA0187
 MA0187.The geoid height was determined by GEOID03.
 MA0187
 MA0187.The dynamic height is computed by dividing the NAVD 88
 MA0187.geopotential number by the normal gravity value computed on the
 MA0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0187.degrees latitude (g = 980.6199 gals.).
 MA0187
 MA0187.The modeled gravity was interpolated from observed gravity values.
 MA0187
 MA0187;                    North         East    Units  Estimated Accuracy
 MA0187;SPC PA N     -   130,540.      554,640.      MT  (+/- 180 meters Scaled)
 MA0187
 MA0187                          SUPERSEDED SURVEY CONTROL
 MA0187
 MA0187  NGVD 29 (??/??/92)  290.915  (m)          954.44   (f) ADJ UNCH    2 0
 MA0187
 MA0187.Superseded values are not recommended for survey control.
 MA0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0187.See file dsdata.txt to determine how the superseded data were derived.
 MA0187
 MA0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF265801(NAD 83)
 MA0187_MARKER: Q = CHISELED SQUARE
 MA0187_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0187_SP_SET: CULVERT
 MA0187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0187
 MA0187  HISTORY     - Date     Condition        Report By
 MA0187  HISTORY     - UNK      MONUMENTED       PRR
 MA0187  HISTORY     - 1934     GOOD             NGS
 MA0187
 MA0187                          STATION DESCRIPTION
 MA0187
 MA0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0187'10.8 MI W FROM DRIFTWOOD.
 MA0187'IN ELK COUNTY, ABOUT 10.8 MILES WEST ALONG THE PENNSYLVANIA
 MA0187'RAILROAD FROM DRIFTWOOD, CAMERON COUNTY, ABOUT 1.0 MILE EAST
 MA0187'OF GRANT, ELK COUNTY, ON THE TOP OF THE SOUTH END OF A STONE
 MA0187'BOX CULVERT, 16 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 MA0187'AND ABOUT 5 FEET LOWER THAN THE TOP OF THE RAIL.  A CHISELED
 MA0187'SQUARE, MARKED BY THE CHISELED LETTERS BM 109.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0029 ***********************************************************************
 KX0029  DESIGNATION -  109
 KX0029  PID         -  KX0029
 KX0029  STATE/COUNTY-  PA/BLAIR
 KX0029  USGS QUAD   -  TYRONE (1994)
 KX0029
 KX0029                         *CURRENT SURVEY CONTROL
 KX0029  ___________________________________________________________________
 KX0029* NAD 83(1986)-  40 39 45.     (N)    078 14 48.     (W)     SCALED    
 KX0029* NAVD 88     -       272.795  (meters)     894.99   (feet)  ADJUSTED  
 KX0029  ___________________________________________________________________
 KX0029  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KX0029  DYNAMIC HT  -         272.657 (meters)     894.54  (feet)  COMP
 KX0029  MODELED GRAV-     980,112.3   (mgal)                       NAVD 88
 KX0029
 KX0029  VERT ORDER  -  FIRST     CLASS II
 KX0029
 KX0029.The horizontal coordinates were scaled from a topographic map and have
 KX0029.an estimated accuracy of +/- 6 seconds.
 KX0029
 KX0029.The orthometric height was determined by differential leveling
 KX0029.and adjusted by the National Geodetic Survey in June 1991..
 KX0029
 KX0029.The geoid height was determined by GEOID03.
 KX0029
 KX0029.The dynamic height is computed by dividing the NAVD 88
 KX0029.geopotential number by the normal gravity value computed on the
 KX0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0029.degrees latitude (g = 980.6199 gals.).
 KX0029
 KX0029.The modeled gravity was interpolated from observed gravity values.
 KX0029
 KX0029;                    North         East    Units  Estimated Accuracy
 KX0029;SPC PA S     -   147,700.      558,000.      MT  (+/- 180 meters Scaled)
 KX0029
 KX0029                          SUPERSEDED SURVEY CONTROL
 KX0029
 KX0029  NGVD 29 (??/??/92)  272.97   (m)          895.6    (f) COMPUTED    1 2
 KX0029
 KX0029.Superseded values are not recommended for survey control.
 KX0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0029.See file dsdata.txt to determine how the superseded data were derived.
 KX0029
 KX0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF327049(NAD 83)
 KX0029_MARKER: B = BOLT
 KX0029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0029_SP_SET: CULVERT
 KX0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0029
 KX0029  HISTORY     - Date     Condition        Report By
 KX0029  HISTORY     - UNK      MONUMENTED       PRR
 KX0029  HISTORY     - 1966     MARK NOT FOUND   NGS
 KX0029
 KX0029                          STATION DESCRIPTION
 KX0029
 KX0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0029'0.6 MI S FROM TYRONE.
 KX0029'AT TYRONE, BLAIR COUNTY, 0.6 MILE SOUTH OF THE PENNSYLVANIA
 KX0029'RAILROAD STATION, AND IN THE NORTH END OF A BOX CULVERT AT THE
 KX0029'TYRONE WATER STATION.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0886 ***********************************************************************
 KW0886  DESIGNATION -  109 PRR
 KW0886  PID         -  KW0886
 KW0886  STATE/COUNTY-  PA/LANCASTER
 KW0886  USGS QUAD   -  COLUMBIA WEST (1990)
 KW0886
 KW0886                         *CURRENT SURVEY CONTROL
 KW0886  ___________________________________________________________________
 KW0886* NAD 83(1986)-  40 02 28.     (N)    076 31 04.     (W)     SCALED    
 KW0886* NAVD 88     -        75.708  (meters)     248.39   (feet)  ADJUSTED  
 KW0886  ___________________________________________________________________
 KW0886  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KW0886  DYNAMIC HT  -          75.669 (meters)     248.26  (feet)  COMP
 KW0886  MODELED GRAV-     980,115.7   (mgal)                       NAVD 88
 KW0886  OBS GRAVITY -     980,116.2   (mgal)                       GRAV_OBS
 KW0886
 KW0886  VERT ORDER  -  FIRST     CLASS II
 KW0886
 KW0886.The horizontal coordinates were scaled from a topographic map and have
 KW0886.an estimated accuracy of +/- 6 seconds.
 KW0886
 KW0886.The orthometric height was determined by differential leveling
 KW0886.and adjusted by the National Geodetic Survey in June 1991..
 KW0886
 KW0886.The geoid height was determined by GEOID03.
 KW0886
 KW0886.The dynamic height is computed by dividing the NAVD 88
 KW0886.geopotential number by the normal gravity value computed on the
 KW0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0886.degrees latitude (g = 980.6199 gals.).
 KW0886
 KW0886.The modeled gravity was interpolated from observed gravity values.
 KW0886.The observed gravity was obtained from relative gravimeter ties
 KW0886.to the IGSN71 gravity network.
 KW0886
 KW0886;                    North         East    Units  Estimated Accuracy
 KW0886;SPC PA S     -    79,320.      705,160.      MT  (+/- 180 meters Scaled)
 KW0886
 KW0886                          SUPERSEDED SURVEY CONTROL
 KW0886
 KW0886  NGVD 29 (??/??/??)   75.959  (m)          249.21   (f) ADJUSTED    1 2
 KW0886
 KW0886.Superseded values are not recommended for survey control.
 KW0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0886.See file dsdata.txt to determine how the superseded data were derived.
 KW0886
 KW0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK705334(NAD 83)
 KW0886_MARKER: Z = SEE DESCRIPTION
 KW0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0886_SP_SET: STONE
 KW0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0886+STABILITY: SURFACE MOTION
 KW0886_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0886+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2005
 KW0886
 KW0886  HISTORY     - Date     Condition        Report By
 KW0886  HISTORY     - UNK      MONUMENTED       PRR
 KW0886  HISTORY     - 1955     GOOD             CGS
 KW0886  HISTORY     - 1979     MARK NOT FOUND   NGS
 KW0886  HISTORY     - 20050109 GOOD             GEOCAC
 KW0886
 KW0886                          STATION DESCRIPTION
 KW0886
 KW0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KW0886'1 MI NW FROM COLUMBIA.
 KW0886'ABOUT 0.95 MILE NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW0886'THE STATION AT COLUMBIA, AT THE NORTHWEST END OF A SHORT TUNNEL,
 KW0886'29 FEET SOUTH-SOUTHEAST OF MILE POST 81, A CHISELED 2 BY 2-INCH
 KW0886'SHELF CUT IN THE TOP OF WEST EDGE OF BOTTOM LAYER OF STONE OF
 KW0886'A 20-FOOT LONG AND 13 FEET HIGH STONE RETAINING WALL, 10.9
 KW0886'FEET EAST OF EAST RAIL, 4 FEET NORTH OF SOUTH END OF
 KW0886'RETAINING WALL, AND FLANKED BY THE LETTERS B M AND DIRECTLY
 KW0886'UNDER THE CHISELED LETTERS NO 109 AND ABOUT LEVEL WITH TRACK.
 KW0886'NOTE-- THE ELEVATION AND DESCRIPTION OF THIS MARK AGREE WITH
 KW0886'THOSE PUBLISHED FOR 127 (PRR).  HOWEVER, SINCE IT IS VERY
 KW0886'CLEARLY MARKED NO 109 WITH LETTERS CHISELED IN THE STONE, WE
 KW0886'HAVE DESIGNATED IT AS 109 (PRR).
 KW0886
 KW0886                          STATION RECOVERY (1979)
 KW0886
 KW0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW0886'MARK NOT FOUND.
 KW0886
 KW0886                          STATION RECOVERY (2005)
 KW0886
 KW0886'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0886'TRACKS HAVE BEEN REMOVED. REMAINDER OF DESCRIPTION IS VALID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0613 ***********************************************************************
 KX0613  DESIGNATION -  1090.5
 KX0613  PID         -  KX0613
 KX0613  STATE/COUNTY-  PA/BEDFORD
 KX0613  USGS QUAD   -  BEDFORD (1987)
 KX0613
 KX0613                         *CURRENT SURVEY CONTROL
 KX0613  ___________________________________________________________________
 KX0613* NAD 83(1986)-  40 06 41.     (N)    078 33 22.     (W)     SCALED    
 KX0613* NAVD 88     -       332.401  (meters)    1090.55   (feet)  ADJUSTED  
 KX0613  ___________________________________________________________________
 KX0613  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KX0613  DYNAMIC HT  -         332.212 (meters)    1089.93  (feet)  COMP
 KX0613  MODELED GRAV-     980,048.0   (mgal)                       NAVD 88
 KX0613
 KX0613  VERT ORDER  -  SECOND    CLASS 0
 KX0613
 KX0613.The horizontal coordinates were scaled from a topographic map and have
 KX0613.an estimated accuracy of +/- 6 seconds.
 KX0613
 KX0613.The orthometric height was determined by differential leveling
 KX0613.and adjusted by the National Geodetic Survey in June 1991..
 KX0613
 KX0613.The geoid height was determined by GEOID03.
 KX0613
 KX0613.The dynamic height is computed by dividing the NAVD 88
 KX0613.geopotential number by the normal gravity value computed on the
 KX0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0613.degrees latitude (g = 980.6199 gals.).
 KX0613
 KX0613.The modeled gravity was interpolated from observed gravity values.
 KX0613
 KX0613;                    North         East    Units  Estimated Accuracy
 KX0613;SPC PA S     -    86,710.      531,280.      MT  (+/- 180 meters Scaled)
 KX0613
 KX0613                          SUPERSEDED SURVEY CONTROL
 KX0613
 KX0613  NGVD 29 (??/??/92)  332.558  (m)         1091.07   (f) ADJ UNCH    2 0
 KX0613
 KX0613.Superseded values are not recommended for survey control.
 KX0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0613.See file dsdata.txt to determine how the superseded data were derived.
 KX0613
 KX0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE082429(NAD 83)
 KX0613_MARKER: DD = SURVEY DISK
 KX0613_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0613_SP_SET: OVERPASS
 KX0613_STAMPING: 1090.5
 KX0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0613
 KX0613  HISTORY     - Date     Condition        Report By
 KX0613  HISTORY     - UNK      MONUMENTED       PADT
 KX0613  HISTORY     - 1935     GOOD             NGS
 KX0613
 KX0613                          STATION DESCRIPTION
 KX0613
 KX0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0613'0.5 MI S FROM FISHERTOWN.
 KX0613'ABOUT 0.5 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0613'STATION AT FISHERTOWN, BEDFORD COUNTY, AT THE STATE HIGHWAY 56
 KX0613'OVERPASS, IN THE TOP OF THE NORTHEAST WING WALL, AND 21 FEET
 KX0613'SOUTH OF THE CENTER LINE OF THE TRACK.  A PENNSYLVANIA DEPARTMENT
 KX0613'OF HIGHWAYS STANDARD DISK, STAMPED 1090.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1124 ***********************************************************************
 MA1124  DESIGNATION -  1091
 MA1124  PID         -  MA1124
 MA1124  STATE/COUNTY-  PA/FOREST
 MA1124  USGS QUAD   -  TIONESTA (1973)
 MA1124
 MA1124                         *CURRENT SURVEY CONTROL
 MA1124  ___________________________________________________________________
 MA1124* NAD 83(1986)-  41 29 39.     (N)    079 27 23.     (W)     SCALED    
 MA1124* NAVD 88     -       332.698  (meters)    1091.53   (feet)  ADJUSTED  
 MA1124  ___________________________________________________________________
 MA1124  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MA1124  DYNAMIC HT  -         332.553 (meters)    1091.05  (feet)  COMP
 MA1124  MODELED GRAV-     980,178.6   (mgal)                       NAVD 88
 MA1124
 MA1124  VERT ORDER  -  SECOND    CLASS 0
 MA1124
 MA1124.The horizontal coordinates were scaled from a topographic map and have
 MA1124.an estimated accuracy of +/- 6 seconds.
 MA1124
 MA1124.The orthometric height was determined by differential leveling
 MA1124.and adjusted by the National Geodetic Survey in June 1991..
 MA1124
 MA1124.The geoid height was determined by GEOID03.
 MA1124
 MA1124.The dynamic height is computed by dividing the NAVD 88
 MA1124.geopotential number by the normal gravity value computed on the
 MA1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1124.degrees latitude (g = 980.6199 gals.).
 MA1124
 MA1124.The modeled gravity was interpolated from observed gravity values.
 MA1124
 MA1124;                    North         East    Units  Estimated Accuracy
 MA1124;SPC PA N     -   148,830.      457,530.      MT  (+/- 180 meters Scaled)
 MA1124
 MA1124                          SUPERSEDED SURVEY CONTROL
 MA1124
 MA1124  NGVD 29 (??/??/92)  332.870  (m)         1092.09   (f) ADJ UNCH    2 0
 MA1124
 MA1124.Superseded values are not recommended for survey control.
 MA1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1124.See file dsdata.txt to determine how the superseded data were derived.
 MA1124
 MA1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF288947(NAD 83)
 MA1124_MARKER: O = CHISELED CIRCLE
 MA1124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1124_SP_SET: STONE WATERTABLE
 MA1124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1124
 MA1124  HISTORY     - Date     Condition        Report By
 MA1124  HISTORY     - UNK      MONUMENTED       CGS
 MA1124  HISTORY     - 1935     GOOD             NGS
 MA1124  HISTORY     - 1944     GOOD             NGS
 MA1124  HISTORY     - 20031027 GOOD             USPSQD
 MA1124
 MA1124                          STATION DESCRIPTION
 MA1124
 MA1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1124'AT TIONESTA.
 MA1124'AT TIONESTA, FOREST COUNTY, ELM STREET, AT THE COUNTY COURTHOUSE,
 MA1124'45 FEET SOUTH OF THE CENTER OF THE MAIN ENTRANCE, ABOUT 108 FEET
 MA1124'EAST OF THE CENTER LINE OF THE STREET, ON THE TOP OF THE SOUTHWEST
 MA1124'CORNER OF A STONE WATER TABLE, ABOUT 25 FEET HIGHER THAN THE
 MA1124'ROADWAY, AND ABOUT 2 FEET ABOVE GROUND.  A CHISELED CROSS IN A
 MA1124'CHISELED CIRCLE, MARKED 1091.
 MA1124
 MA1124                          STATION RECOVERY (1944)
 MA1124
 MA1124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 MA1124'RECOVERED IN GOOD CONDITION.
 MA1124
 MA1124                          STATION RECOVERY (2003)
 MA1124
 MA1124'RECOVERY NOTE BY US POWER SQUADRON 2003 (SL)
 MA1124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0499 ***********************************************************************
 KY0499  DESIGNATION -  1092
 KY0499  PID         -  KY0499
 KY0499  STATE/COUNTY-  PA/WASHINGTON
 KY0499  USGS QUAD   -  CLAYSVILLE (1977)
 KY0499
 KY0499                         *CURRENT SURVEY CONTROL
 KY0499  ___________________________________________________________________
 KY0499* NAD 83(1986)-  40 02 39.     (N)    080 23 52.     (W)     SCALED    
 KY0499* NAVD 88     -       332.933  (meters)    1092.30   (feet)  ADJUSTED  
 KY0499  ___________________________________________________________________
 KY0499  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KY0499  DYNAMIC HT  -         332.741 (meters)    1091.67  (feet)  COMP
 KY0499  MODELED GRAV-     980,040.5   (mgal)                       NAVD 88
 KY0499
 KY0499  VERT ORDER  -  SECOND    CLASS 0
 KY0499
 KY0499.The horizontal coordinates were scaled from a topographic map and have
 KY0499.an estimated accuracy of +/- 6 seconds.
 KY0499
 KY0499.The orthometric height was determined by differential leveling
 KY0499.and adjusted by the National Geodetic Survey in June 1991..
 KY0499
 KY0499.The geoid height was determined by GEOID03.
 KY0499
 KY0499.The dynamic height is computed by dividing the NAVD 88
 KY0499.geopotential number by the normal gravity value computed on the
 KY0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0499.degrees latitude (g = 980.6199 gals.).
 KY0499
 KY0499.The modeled gravity was interpolated from observed gravity values.
 KY0499
 KY0499;                    North         East    Units  Estimated Accuracy
 KY0499;SPC PA S     -    82,310.      374,080.      MT  (+/- 180 meters Scaled)
 KY0499
 KY0499                          SUPERSEDED SURVEY CONTROL
 KY0499
 KY0499  NGVD 29 (??/??/92)  333.074  (m)         1092.76   (f) ADJ UNCH    2 0
 KY0499
 KY0499.Superseded values are not recommended for survey control.
 KY0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0499.See file dsdata.txt to determine how the superseded data were derived.
 KY0499
 KY0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE513328(NAD 83)
 KY0499_MARKER: DD = SURVEY DISK
 KY0499_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0499_SP_SET: ABUTMENT
 KY0499_STAMPING: 1092 ADJ
 KY0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0499
 KY0499  HISTORY     - Date     Condition        Report By
 KY0499  HISTORY     - UNK      MONUMENTED       USGS
 KY0499  HISTORY     - 1957     GOOD             NGS
 KY0499
 KY0499                          STATION DESCRIPTION
 KY0499
 KY0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0499'4.8 MI E FROM GOOD INTENT.
 KY0499'ABOUT 1.2 MILES NORTHEAST ALONG A BLACK TOP ROAD FOLLOWING
 KY0499'ROBINSON RUN FROM THE CHURCH AND SCHOOL AT GOOD INTENT, THENCE
 KY0499'ABOUT 1.1 MILES NORTHEAST AND EAST ALONG A GRAVEL ROAD, THENCE
 KY0499'ABOUT 0.35 MILE SOUTH ALONG A BLACK TOP ROAD, THENCE ABOUT 1.5
 KY0499'MILES SOUTHEAST ALONG A NARROW GRAVEL ROAD, THENCE ABOUT 0.6
 KY0499'MILE NORTHEAST ALONG A GRAVEL ROAD FOLLOWING TEMPLETON FORK,
 KY0499'ABOUT 0.25 MILE SOUTHWEST OF JUNCTION OF STATE HIGHWAY 231, IN
 KY0499'THE TOP OF THE SOUTHEAST END OF NORTHWEST STONE MASONRY WING
 KY0499'WALL OF WEST ABUTMENT OF A COVERED BRIDGE OVER TEMPLETON FORK,
 KY0499'7 FEET NORTH OF CENTER LINE OF ROAD AND 1 FOOT ABOVE LEVEL OF
 KY0499'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1125 ***********************************************************************
 MA1125  DESIGNATION -  1095.34
 MA1125  PID         -  MA1125
 MA1125  STATE/COUNTY-  PA/FOREST
 MA1125  USGS QUAD   -  TIONESTA (1973)
 MA1125
 MA1125                         *CURRENT SURVEY CONTROL
 MA1125  ___________________________________________________________________
 MA1125* NAD 83(1986)-  41 29 39.     (N)    079 27 23.     (W)     SCALED    
 MA1125* NAVD 88     -       332.700  (meters)    1091.53   (feet)  ADJUSTED  
 MA1125  ___________________________________________________________________
 MA1125  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MA1125  DYNAMIC HT  -         332.555 (meters)    1091.06  (feet)  COMP
 MA1125  MODELED GRAV-     980,178.6   (mgal)                       NAVD 88
 MA1125
 MA1125  VERT ORDER  -  SECOND    CLASS 0
 MA1125
 MA1125.The horizontal coordinates were scaled from a topographic map and have
 MA1125.an estimated accuracy of +/- 6 seconds.
 MA1125
 MA1125.The orthometric height was determined by differential leveling
 MA1125.and adjusted by the National Geodetic Survey in June 1991..
 MA1125
 MA1125.The geoid height was determined by GEOID03.
 MA1125
 MA1125.The dynamic height is computed by dividing the NAVD 88
 MA1125.geopotential number by the normal gravity value computed on the
 MA1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1125.degrees latitude (g = 980.6199 gals.).
 MA1125
 MA1125.The modeled gravity was interpolated from observed gravity values.
 MA1125
 MA1125;                    North         East    Units  Estimated Accuracy
 MA1125;SPC PA N     -   148,830.      457,530.      MT  (+/- 180 meters Scaled)
 MA1125
 MA1125                          SUPERSEDED SURVEY CONTROL
 MA1125
 MA1125  NGVD 29 (??/??/92)  332.871  (m)         1092.09   (f) ADJ UNCH    2 0
 MA1125
 MA1125.Superseded values are not recommended for survey control.
 MA1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1125.See file dsdata.txt to determine how the superseded data were derived.
 MA1125
 MA1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF288947(NAD 83)
 MA1125_MARKER: O = CHISELED CIRCLE
 MA1125_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1125_SP_SET: STONE WATER TABLE
 MA1125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1125_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MA1125+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 MA1125
 MA1125  HISTORY     - Date     Condition        Report By
 MA1125  HISTORY     - UNK      MONUMENTED       LOCSUR
 MA1125  HISTORY     - 1935     GOOD             NGS
 MA1125  HISTORY     - 1944     GOOD             NGS
 MA1125  HISTORY     - 20031011 GOOD             USPSQD
 MA1125
 MA1125                          STATION DESCRIPTION
 MA1125
 MA1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1125'AT TIONESTA.
 MA1125'AT TIONESTA, FOREST COUNTY, ON ELM STREET, AT THE COUNTY
 MA1125'COURTHOUSE, 45 FEET NORTH OF THE CENTER OF THE MAIN ENTRANCE,
 MA1125'ON THE NORTHWEST CORNER OF A STONE WATER TABLE, ABOUT 108 FEET
 MA1125'EAST OF THE CENTER LINE OF ELM STREET, 33 FEET EAST OF THE EAST
 MA1125'CORNER OF THE STONE PEDESTAL OF AN OLD CANNON, AND ABOUT 2
 MA1125'FEET ABOVE GROUND.  A CHISELED CIRCLE, MARKED 1095.34.  NOTE-- NO
 MA1125'MARKINGS NEAR THE MARK.
 MA1125
 MA1125                          STATION RECOVERY (1944)
 MA1125
 MA1125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 MA1125'RECOVERED IN GOOD CONDITION.
 MA1125
 MA1125                          STATION RECOVERY (2003)
 MA1125
 MA1125'RECOVERY NOTE BY US POWER SQUADRON 2003 (PR)
 MA1125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0139 ***********************************************************************
 MA0139  DESIGNATION -  1096.95
 MA0139  PID         -  MA0139
 MA0139  STATE/COUNTY-  PA/POTTER
 MA0139  USGS QUAD   -  WHARTON (1971)
 MA0139
 MA0139                         *CURRENT SURVEY CONTROL
 MA0139  ___________________________________________________________________
 MA0139* NAD 83(1986)-  41 31 43.     (N)    078 00 51.     (W)     SCALED    
 MA0139* NAVD 88     -       334.18   (+/-2cm)    1096.4    (feet)  VERTCON   
 MA0139  ___________________________________________________________________
 MA0139  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 MA0139
 MA0139  VERT ORDER  -  ? (See Below)
 MA0139
 MA0139.The horizontal coordinates were scaled from a topographic map and have
 MA0139.an estimated accuracy of +/- 6 seconds.
 MA0139
 MA0139.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA0139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA0139.The vertical order pertains to the NGVD 29 superseded value.
 MA0139
 MA0139.The geoid height was determined by GEOID03.
 MA0139
 MA0139;                    North         East    Units  Estimated Accuracy
 MA0139;SPC PA N     -   151,280.      577,950.      MT  (+/- 180 meters Scaled)
 MA0139
 MA0139                          SUPERSEDED SURVEY CONTROL
 MA0139
 MA0139  NGVD 29 (??/??/92)  334.336  (m)         1096.90   (f) ADJ UNCH    ?  
 MA0139
 MA0139.Superseded values are not recommended for survey control.
 MA0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0139.See file dsdata.txt to determine how the superseded data were derived.
 MA0139
 MA0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG491017(NAD 83)
 MA0139_MARKER: X = CHISELED CROSS
 MA0139_SETTING: 0 = UNSPECIFIED SETTING
 MA0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0139
 MA0139  HISTORY     - Date     Condition        Report By
 MA0139  HISTORY     - UNK      MONUMENTED       USGS
 MA0139  HISTORY     - 1934     GOOD             NGS
 MA0139
 MA0139                          STATION DESCRIPTION
 MA0139
 MA0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0139'AT WHARTON.
 MA0139'AT WHARTON, POTTER COUNTY, AT THE NORTH END OF THE BALTIMORE AND
 MA0139'OHIO RAILROAD STATION, ON THE CORNER BOARD AT THE EAST CORNER
 MA0139'OF THE TELEGRAPH OFFICE, 21 FEET NORTH OF THE CENTER LINE OF THE
 MA0139'TRACK, AND 2 FEET HIGHER THAN THE TOP OF THE RAIL.  A CHISELED
 MA0139'CROSS WITHIN A CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0269 ***********************************************************************
 KX0269  DESIGNATION -  1097.517
 KX0269  PID         -  KX0269
 KX0269  STATE/COUNTY-  PA/BEDFORD
 KX0269  USGS QUAD   -  EVERETT EAST (1994)
 KX0269
 KX0269                         *CURRENT SURVEY CONTROL
 KX0269  ___________________________________________________________________
 KX0269* NAD 83(1986)-  40 03 14.     (N)    078 21 19.     (W)     SCALED    
 KX0269* NAVD 88     -       334.587  (meters)    1097.72   (feet)  ADJUSTED  
 KX0269  ___________________________________________________________________
 KX0269  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 KX0269  DYNAMIC HT  -         334.400 (meters)    1097.11  (feet)  COMP
 KX0269  MODELED GRAV-     980,058.5   (mgal)                       NAVD 88
 KX0269
 KX0269  VERT ORDER  -  SECOND    CLASS 0
 KX0269
 KX0269.The horizontal coordinates were scaled from a topographic map and have
 KX0269.an estimated accuracy of +/- 6 seconds.
 KX0269
 KX0269.The orthometric height was determined by differential leveling
 KX0269.and adjusted by the National Geodetic Survey in June 1991..
 KX0269
 KX0269.The geoid height was determined by GEOID03.
 KX0269
 KX0269.The dynamic height is computed by dividing the NAVD 88
 KX0269.geopotential number by the normal gravity value computed on the
 KX0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0269.degrees latitude (g = 980.6199 gals.).
 KX0269
 KX0269.The modeled gravity was interpolated from observed gravity values.
 KX0269
 KX0269;                    North         East    Units  Estimated Accuracy
 KX0269;SPC PA S     -    80,180.      548,360.      MT  (+/- 180 meters Scaled)
 KX0269
 KX0269                          SUPERSEDED SURVEY CONTROL
 KX0269
 KX0269  NGVD 29 (??/??/92)  334.756  (m)         1098.28   (f) ADJ UNCH    2 0
 KX0269
 KX0269.Superseded values are not recommended for survey control.
 KX0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0269.See file dsdata.txt to determine how the superseded data were derived.
 KX0269
 KX0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE255370(NAD 83)
 KX0269_MARKER: DD = SURVEY DISK
 KX0269_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0269_SP_SET: BRIDGE
 KX0269_STAMPING: 1097.517 HARRISBURG
 KX0269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0269
 KX0269  HISTORY     - Date     Condition        Report By
 KX0269  HISTORY     - UNK      MONUMENTED       USGS
 KX0269  HISTORY     - 1935     GOOD             NGS
 KX0269
 KX0269                          STATION DESCRIPTION
 KX0269
 KX0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0269'3.6 MI N FROM EVERETT.
 KX0269'3.6 MILES NORTH ALONG THE HUNTINGDON AND BROAD TOP MOUNTAIN
 KX0269'RAILROAD AND COAL CO. RAILROAD FROM THE UNION HOTEL AT EVERETT,
 KX0269'BEDFORD COUNTY, ABOUT 63 YARDS NORTH OF MILEPOST 40, AT A BRIDGE
 KX0269'OVER A CREEK, IN THE TOP OF THE SEAT AT THE NORTHEAST CORNER OF
 KX0269'THE NORTH ABUTMENT, 9 FEET EAST OF THE CENTER LINE OF THE TRACK,
 KX0269'AND ABOUT 5 FEET LOWER THAN THE TRACK.  A UNITED STATES
 KX0269'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1097.517 HARRISBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0952 ***********************************************************************
 KX0952  DESIGNATION -  11
 KX0952  PID         -  KX0952
 KX0952  STATE/COUNTY-  PA/CLARION
 KX0952  USGS QUAD   -  TEMPLETON (1993)
 KX0952
 KX0952                         *CURRENT SURVEY CONTROL
 KX0952  ___________________________________________________________________
 KX0952* NAD 83(1986)-  40 59 16.     (N)    079 26 11.     (W)     SCALED    
 KX0952* NAVD 88     -       292.793  (meters)     960.61   (feet)  ADJUSTED  
 KX0952  ___________________________________________________________________
 KX0952  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KX0952  DYNAMIC HT  -         292.652 (meters)     960.14  (feet)  COMP
 KX0952  MODELED GRAV-     980,134.5   (mgal)                       NAVD 88
 KX0952
 KX0952  VERT ORDER  -  SECOND    CLASS 0
 KX0952
 KX0952.The horizontal coordinates were scaled from a topographic map and have
 KX0952.an estimated accuracy of +/- 6 seconds.
 KX0952
 KX0952.The orthometric height was determined by differential leveling
 KX0952.and adjusted by the National Geodetic Survey in June 1991..
 KX0952
 KX0952.The geoid height was determined by GEOID03.
 KX0952
 KX0952.The dynamic height is computed by dividing the NAVD 88
 KX0952.geopotential number by the normal gravity value computed on the
 KX0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0952.degrees latitude (g = 980.6199 gals.).
 KX0952
 KX0952.The modeled gravity was interpolated from observed gravity values.
 KX0952
 KX0952;                    North         East    Units  Estimated Accuracy
 KX0952;SPC PA N     -    92,570.      458,100.      MT  (+/- 180 meters Scaled)
 KX0952
 KX0952                          SUPERSEDED SURVEY CONTROL
 KX0952
 KX0952  NGVD 29 (??/??/92)  292.962  (m)          961.16   (f) ADJ UNCH    2 0
 KX0952
 KX0952.Superseded values are not recommended for survey control.
 KX0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0952.See file dsdata.txt to determine how the superseded data were derived.
 KX0952
 KX0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF315385(NAD 83)
 KX0952_MARKER: Q = CHISELED SQUARE
 KX0952_SETTING: 66 = SET IN ROCK OUTCROP
 KX0952_SP_SET: ROCK LEDGE
 KX0952_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX0952+STABILITY: POSITION/ELEVATION WELL
 KX0952
 KX0952  HISTORY     - Date     Condition        Report By
 KX0952  HISTORY     - UNK      MONUMENTED       PRR
 KX0952  HISTORY     - 1935     GOOD             NGS
 KX0952
 KX0952                          STATION DESCRIPTION
 KX0952
 KX0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0952'3.1 MI W FROM LEATHERWOOD.
 KX0952'3.1 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0952'AT LEATHERWOOD, CLARION COUNTY, ABOUT 0.5 MILE WEST OF MILEPOST 10,
 KX0952'ON THE TOP OF A ROCK LEDGE, 8 FEET NORTH OF THE CENTER LINE OF THE
 KX0952'TRACK, AND ABOUT 6 INCHES LOWER THAN THE TOP OF THE RAIL.  A
 KX0952'CHISELED SQUARE, MARKED B.M. 11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0157 ***********************************************************************
 ND0157  DESIGNATION -  11 A USE
 ND0157  PID         -  ND0157
 ND0157  STATE/COUNTY-  PA/ERIE
 ND0157  USGS QUAD   -  ERIE NORTH (1996)
 ND0157
 ND0157                         *CURRENT SURVEY CONTROL
 ND0157  ___________________________________________________________________
 ND0157* NAD 83(1986)-  42 09 06.     (N)    080 04 41.     (W)     SCALED    
 ND0157* NAVD 88     -       176.686  (meters)     579.68   (feet)  ADJUSTED  
 ND0157  ___________________________________________________________________
 ND0157  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 ND0157  DYNAMIC HT  -         176.624 (meters)     579.47  (feet)  COMP
 ND0157  MODELED GRAV-     980,268.3   (mgal)                       NAVD 88
 ND0157
 ND0157  VERT ORDER  -  FIRST     CLASS II
 ND0157
 ND0157.The horizontal coordinates were scaled from a topographic map and have
 ND0157.an estimated accuracy of +/- 6 seconds.
 ND0157
 ND0157.The orthometric height was determined by differential leveling
 ND0157.and adjusted by the National Geodetic Survey in June 1991..
 ND0157
 ND0157.The geoid height was determined by GEOID03.
 ND0157
 ND0157.The dynamic height is computed by dividing the NAVD 88
 ND0157.geopotential number by the normal gravity value computed on the
 ND0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0157.degrees latitude (g = 980.6199 gals.).
 ND0157
 ND0157.The modeled gravity was interpolated from observed gravity values.
 ND0157
 ND0157;                    North         East    Units  Estimated Accuracy
 ND0157;SPC PA N     -   223,040.      407,590.      MT  (+/- 180 meters Scaled)
 ND0157
 ND0157                          SUPERSEDED SURVEY CONTROL
 ND0157
 ND0157  NGVD 29 (06/03/92)  176.865  (m)          580.26   (f) ADJUSTED    1 2
 ND0157
 ND0157.Superseded values are not recommended for survey control.
 ND0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0157.See file dsdata.txt to determine how the superseded data were derived.
 ND0157
 ND0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG761670(NAD 83)
 ND0157_MARKER: DD = SURVEY DISK
 ND0157_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 ND0157_SP_SET: CONCRETE PIER
 ND0157_STAMPING: 11 A 1980
 ND0157_MARK LOGO: USE   
 ND0157_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ND0157+STABILITY: POSITION/ELEVATION WELL
 ND0157
 ND0157  HISTORY     - Date     Condition        Report By
 ND0157  HISTORY     - 1980     MONUMENTED       USE
 ND0157  HISTORY     - 1983     GOOD             NGS
 ND0157
 ND0157                          STATION DESCRIPTION
 ND0157
 ND0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ND0157'IN ERIE.
 ND0157'IN ERIE, 1.9 KM (1.2 MI) WEST-NORTHWEST ALONG THE PAVED ACCESS ROAD TO
 ND0157'ERIE INTERNATIONAL MARINE TERMINAL FROM THE NORTHWEST END OF EAST
 ND0157'AVENUE, IN TOP OF AND ABOUT CENTERED IN A CONCRETE PIER, 39.31 METERS
 ND0157'(129.0 FT) SOUTHWEST OF THE SOUTHWEST LEG OF A RANGE LIGHT TOWER,
 ND0157'5.18 METERS (17.0 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE PIER,
 ND0157'0.18 METER (0.6 FT) SOUTHEAST OF THE CENTER OF THE PIER.
 ND0157'THE MARK IS ABOVE LEVEL WITH TOP OF PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0158 ***********************************************************************
 ND0158  DESIGNATION -  11 B USE
 ND0158  PID         -  ND0158
 ND0158  STATE/COUNTY-  PA/ERIE
 ND0158  USGS QUAD   -  ERIE NORTH (1996)
 ND0158
 ND0158                         *CURRENT SURVEY CONTROL
 ND0158  ___________________________________________________________________
 ND0158* NAD 83(1986)-  42 09 06.     (N)    080 04 41.     (W)     SCALED    
 ND0158* NAVD 88     -       176.675  (meters)     579.64   (feet)  ADJUSTED  
 ND0158  ___________________________________________________________________
 ND0158  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 ND0158  DYNAMIC HT  -         176.613 (meters)     579.44  (feet)  COMP
 ND0158  MODELED GRAV-     980,268.3   (mgal)                       NAVD 88
 ND0158
 ND0158  VERT ORDER  -  FIRST     CLASS II
 ND0158
 ND0158.The horizontal coordinates were scaled from a topographic map and have
 ND0158.an estimated accuracy of +/- 6 seconds.
 ND0158
 ND0158.The orthometric height was determined by differential leveling
 ND0158.and adjusted by the National Geodetic Survey in June 1991..
 ND0158
 ND0158.The geoid height was determined by GEOID03.
 ND0158
 ND0158.The dynamic height is computed by dividing the NAVD 88
 ND0158.geopotential number by the normal gravity value computed on the
 ND0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0158.degrees latitude (g = 980.6199 gals.).
 ND0158
 ND0158.The modeled gravity was interpolated from observed gravity values.
 ND0158
 ND0158;                    North         East    Units  Estimated Accuracy
 ND0158;SPC PA N     -   223,040.      407,590.      MT  (+/- 180 meters Scaled)
 ND0158
 ND0158                          SUPERSEDED SURVEY CONTROL
 ND0158
 ND0158  NGVD 29 (06/03/92)  176.853  (m)          580.23   (f) ADJUSTED    1 2
 ND0158
 ND0158.Superseded values are not recommended for survey control.
 ND0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0158.See file dsdata.txt to determine how the superseded data were derived.
 ND0158
 ND0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG761670(NAD 83)
 ND0158_MARKER: DD = SURVEY DISK
 ND0158_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 ND0158_SP_SET: CONCRETE PIER
 ND0158_STAMPING: 11 B 1980
 ND0158_MARK LOGO: USE   
 ND0158_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ND0158+STABILITY: POSITION/ELEVATION WELL
 ND0158
 ND0158  HISTORY     - Date     Condition        Report By
 ND0158  HISTORY     - 1980     MONUMENTED       USE
 ND0158  HISTORY     - 1983     GOOD             NGS
 ND0158
 ND0158                          STATION DESCRIPTION
 ND0158
 ND0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ND0158'IN ERIE.
 ND0158'IN ERIE, 1.9 KM (1.2 MI) WEST-NORTHWEST ALONG THE PAVED ACCESS ROAD TO
 ND0158'ERIE INTERNATIONAL MARINE TERMINAL FROM THE NORTHWEST END OF EAST
 ND0158'AVENUE, IN TOP OF AND ABOUT CENTERED IN THE SOUTHEAST PIER,
 ND0158'6.35 METERS (198.0 FT) NORTHEAST OF THE SOUTHWEST EDGE OF THE TOP
 ND0158'CONCRETE ACCESS STEPS OF THE PIER, 6.40 METERS (21.0 FT) NORTH OF THE
 ND0158'NORTHEAST RAIL HANDLE OF A METAL LADDER, 3.96 METERS (13.0 FT)
 ND0158'SOUTHEAST OF THE SOUTHEAST EDGE OF THE PIER, 0.3 METER (1.0 FT)
 ND0158'NORTHWEST OF THE CENTER OF THE PIER.
 ND0158'THE MARK IS ABOVE LEVEL WITH TOP OF PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1839 ***********************************************************************
 KX1839  DESIGNATION -  11 EGB
 KX1839  PID         -  KX1839
 KX1839  STATE/COUNTY-  PA/INDIANA
 KX1839  USGS QUAD   -  VALIER (1993)
 KX1839
 KX1839                         *CURRENT SURVEY CONTROL
 KX1839  ___________________________________________________________________
 KX1839* NAD 83(1986)-  40 53 10.     (N)    079 03 32.     (W)     SCALED    
 KX1839* NAVD 88     -       452.072  (meters)    1483.17   (feet)  ADJUSTED  
 KX1839  ___________________________________________________________________
 KX1839  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KX1839  DYNAMIC HT  -         451.844 (meters)    1482.42  (feet)  COMP
 KX1839  MODELED GRAV-     980,107.8   (mgal)                       NAVD 88
 KX1839
 KX1839  VERT ORDER  -  FIRST     CLASS II
 KX1839
 KX1839.The horizontal coordinates were scaled from a topographic map and have
 KX1839.an estimated accuracy of +/- 6 seconds.
 KX1839
 KX1839.The orthometric height was determined by differential leveling
 KX1839.and adjusted by the National Geodetic Survey in June 1991..
 KX1839
 KX1839.The geoid height was determined by GEOID03.
 KX1839
 KX1839.The dynamic height is computed by dividing the NAVD 88
 KX1839.geopotential number by the normal gravity value computed on the
 KX1839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1839.degrees latitude (g = 980.6199 gals.).
 KX1839
 KX1839.The modeled gravity was interpolated from observed gravity values.
 KX1839
 KX1839;                    North         East    Units  Estimated Accuracy
 KX1839;SPC PA S     -   173,230.      489,690.      MT  (+/- 180 meters Scaled)
 KX1839
 KX1839                          SUPERSEDED SURVEY CONTROL
 KX1839
 KX1839  NGVD 29 (06/03/92)  452.234  (m)         1483.70   (f) ADJUSTED    1 2
 KX1839
 KX1839.Superseded values are not recommended for survey control.
 KX1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1839.See file dsdata.txt to determine how the superseded data were derived.
 KX1839
 KX1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF635279(NAD 83)
 KX1839_MARKER: DD = SURVEY DISK
 KX1839_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KX1839_SP_SET: HEADWALL OF A CULVERT
 KX1839_STAMPING: 1484 11 EGB 1967
 KX1839_MARK LOGO: USGS  
 KX1839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1839+STABILITY: SURFACE MOTION
 KX1839
 KX1839  HISTORY     - Date     Condition        Report By
 KX1839  HISTORY     - 1967     MONUMENTED       USGS
 KX1839  HISTORY     - 1982     GOOD             NGS
 KX1839
 KX1839                          STATION DESCRIPTION
 KX1839
 KX1839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1839'1.6 KM (1.0 MI) NE FROM TRADE CITY.
 KX1839'1.6 KM (1.0 MI) NORTHEAST ALONG STATE HIGHWAY 210 NORTH FROM THE
 KX1839'JUNCTION OF 210 NORTH AND STATE HIGHWAY 954 SOUTH IN TRADE CITY, TO
 KX1839'THE MARK ON THE LEFT IN THE HEADWALL OF A CULVERT IN THE NORTHWEST END
 KX1839'AND ACROSS THE ROAD FROM A POWER POLE WITH A TRANSFORMER.  4.4 METERS
 KX1839'(14.5 FT) NORTH FROM THE CENTERLINE OF HIGHWAY 210, 23.4 METERS
 KX1839'(77.0 FT) SOUTHWEST OF A POWER POLE SET IN A LAWN.  NOTE, THE
 KX1839'DESIGNATION WAS HARD TO READ.
 KX1839'THE MARK IS 0.30 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1881 ***********************************************************************
 KV1881  DESIGNATION -  11 PRR
 KV1881  PID         -  KV1881
 KV1881  STATE/COUNTY-  PA/MONTGOMERY
 KV1881  USGS QUAD   -  HATBORO (1966)
 KV1881
 KV1881                         *CURRENT SURVEY CONTROL
 KV1881  ___________________________________________________________________
 KV1881* NAD 83(1986)-  40 09 34.     (N)    075 07 23.     (W)     SCALED    
 KV1881* NAVD 88     -        76.123  (meters)     249.75   (feet)  ADJUSTED  
 KV1881  ___________________________________________________________________
 KV1881  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 KV1881  DYNAMIC HT  -          76.087 (meters)     249.63  (feet)  COMP
 KV1881  MODELED GRAV-     980,151.6   (mgal)                       NAVD 88
 KV1881
 KV1881  VERT ORDER  -  SECOND    CLASS 0
 KV1881
 KV1881.The horizontal coordinates were scaled from a topographic map and have
 KV1881.an estimated accuracy of +/- 6 seconds.
 KV1881
 KV1881.The orthometric height was determined by differential leveling
 KV1881.and adjusted by the National Geodetic Survey in June 1991..
 KV1881
 KV1881.The geoid height was determined by GEOID03.
 KV1881
 KV1881.The dynamic height is computed by dividing the NAVD 88
 KV1881.geopotential number by the normal gravity value computed on the
 KV1881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1881.degrees latitude (g = 980.6199 gals.).
 KV1881
 KV1881.The modeled gravity was interpolated from observed gravity values.
 KV1881
 KV1881;                    North         East    Units  Estimated Accuracy
 KV1881;SPC PA S     -    95,060.      823,760.      MT  (+/- 180 meters Scaled)
 KV1881
 KV1881                          SUPERSEDED SURVEY CONTROL
 KV1881
 KV1881  NGVD 29 (??/??/??)   76.409  (m)          250.69   (f) ADJUSTED    2 0
 KV1881
 KV1881.Superseded values are not recommended for survey control.
 KV1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1881.See file dsdata.txt to determine how the superseded data were derived.
 KV1881
 KV1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK895454(NAD 83)
 KV1881_MARKER: B = BOLT
 KV1881_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1881_SP_SET: WALL
 KV1881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1881
 KV1881  HISTORY     - Date     Condition        Report By
 KV1881  HISTORY     - UNK      MONUMENTED       PRR
 KV1881  HISTORY     - 1942     GOOD             CGS
 KV1881  HISTORY     - 19981031 GOOD             USPSQD
 KV1881
 KV1881                          STATION DESCRIPTION
 KV1881
 KV1881'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1881'11.5 MI E FROM NORRISTOWN.
 KV1881'11.5 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE CROSSING
 KV1881'OF AN ELECTRIC RAILROAD AT NORRISTOWN, MONTGOMERY COUNTY, AT
 KV1881'BRIDGE 26.61 OVER U.S. HIGHWAY 611, AND IN THE TOP OF THE
 KV1881'NORTHWEST BACK WALL OF THE WEST ABUTMENT.  A COPPER BOLT.
 KV1881
 KV1881                          STATION RECOVERY (1998)
 KV1881
 KV1881'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV1881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0185 ***********************************************************************
 MA0185  DESIGNATION -  110
 MA0185  PID         -  MA0185
 MA0185  STATE/COUNTY-  PA/ELK
 MA0185  USGS QUAD   -  DENTS RUN (1994)
 MA0185
 MA0185                         *CURRENT SURVEY CONTROL
 MA0185  ___________________________________________________________________
 MA0185* NAD 83(1986)-  41 20 39.     (N)    078 16 13.     (W)     SCALED    
 MA0185* NAVD 88     -       287.377  (meters)     942.84   (feet)  ADJUSTED  
 MA0185  ___________________________________________________________________
 MA0185  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 MA0185  DYNAMIC HT  -         287.250 (meters)     942.42  (feet)  COMP
 MA0185  MODELED GRAV-     980,174.0   (mgal)                       NAVD 88
 MA0185
 MA0185  VERT ORDER  -  SECOND    CLASS 0
 MA0185
 MA0185.The horizontal coordinates were scaled from a topographic map and have
 MA0185.an estimated accuracy of +/- 6 seconds.
 MA0185
 MA0185.The orthometric height was determined by differential leveling
 MA0185.and adjusted by the National Geodetic Survey in June 1991..
 MA0185
 MA0185.The geoid height was determined by GEOID03.
 MA0185
 MA0185.The dynamic height is computed by dividing the NAVD 88
 MA0185.geopotential number by the normal gravity value computed on the
 MA0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0185.degrees latitude (g = 980.6199 gals.).
 MA0185
 MA0185.The modeled gravity was interpolated from observed gravity values.
 MA0185
 MA0185;                    North         East    Units  Estimated Accuracy
 MA0185;SPC PA N     -   130,900.      556,460.      MT  (+/- 180 meters Scaled)
 MA0185
 MA0185                          SUPERSEDED SURVEY CONTROL
 MA0185
 MA0185  NGVD 29 (??/??/92)  287.540  (m)          943.37   (f) ADJ UNCH    2 0
 MA0185
 MA0185.Superseded values are not recommended for survey control.
 MA0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0185.See file dsdata.txt to determine how the superseded data were derived.
 MA0185
 MA0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF283805(NAD 83)
 MA0185_MARKER: Q = CHISELED SQUARE
 MA0185_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0185_SP_SET: WATER TANK FOUNDATION
 MA0185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0185
 MA0185  HISTORY     - Date     Condition        Report By
 MA0185  HISTORY     - UNK      MONUMENTED       PRR
 MA0185  HISTORY     - 1934     GOOD             NGS
 MA0185
 MA0185                          STATION DESCRIPTION
 MA0185
 MA0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0185'9.6 MI W FROM DRIFTWOOD.
 MA0185'IN ELK COUNTY, ABOUT 9.6 MILES WEST ALONG THE PENNSYLVANIA
 MA0185'RAILROAD FROM DRIFTWOOD, CAMERON COUNTY, ABOUT 1.4 MILES WEST
 MA0185'OF DENTS RUN, ELK COUNTY, AT AN ABANDONED WATER TANK FOUNDATION,
 MA0185'ON THE TOP OF THE NORTHEAST CORNER STONE, 10 FEET SOUTH OF THE
 MA0185'CENTER LINE OF THE TRACK, AND ABOUT LEVEL WITH THE TOP OF THE
 MA0185'RAIL.  A CHISELED SQUARE, MARKED BY THE CHISELED LETTERS BM 110.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0027 ***********************************************************************
 KX0027  DESIGNATION -  110
 KX0027  PID         -  KX0027
 KX0027  STATE/COUNTY-  PA/BLAIR
 KX0027  USGS QUAD   -  TYRONE (1994)
 KX0027
 KX0027                         *CURRENT SURVEY CONTROL
 KX0027  ___________________________________________________________________
 KX0027* NAD 83(1986)-  40 40 05.     (N)    078 14 21.     (W)     SCALED    
 KX0027* NAVD 88     -       277.523  (meters)     910.51   (feet)  ADJUSTED  
 KX0027  ___________________________________________________________________
 KX0027  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KX0027  DYNAMIC HT  -         277.383 (meters)     910.05  (feet)  COMP
 KX0027  MODELED GRAV-     980,113.8   (mgal)                       NAVD 88
 KX0027
 KX0027  VERT ORDER  -  FIRST     CLASS I
 KX0027
 KX0027.The horizontal coordinates were scaled from a topographic map and have
 KX0027.an estimated accuracy of +/- 6 seconds.
 KX0027
 KX0027.The orthometric height was determined by differential leveling
 KX0027.and adjusted by the National Geodetic Survey in June 1991..
 KX0027
 KX0027.The geoid height was determined by GEOID03.
 KX0027
 KX0027.The dynamic height is computed by dividing the NAVD 88
 KX0027.geopotential number by the normal gravity value computed on the
 KX0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0027.degrees latitude (g = 980.6199 gals.).
 KX0027
 KX0027.The modeled gravity was interpolated from observed gravity values.
 KX0027
 KX0027;                    North         East    Units  Estimated Accuracy
 KX0027;SPC PA S     -   148,320.      558,640.      MT  (+/- 180 meters Scaled)
 KX0027
 KX0027                          SUPERSEDED SURVEY CONTROL
 KX0027
 KX0027  NGVD 29 (??/??/92)  277.697  (m)          911.08   (f) ADJ UNCH    1 1
 KX0027
 KX0027.Superseded values are not recommended for survey control.
 KX0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0027.See file dsdata.txt to determine how the superseded data were derived.
 KX0027
 KX0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF333055(NAD 83)
 KX0027_MARKER: Q = CHISELED SQUARE
 KX0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0027_SP_SET: WATER TABLE
 KX0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0027
 KX0027  HISTORY     - Date     Condition        Report By
 KX0027  HISTORY     - UNK      MONUMENTED       PRR
 KX0027  HISTORY     - 1966     GOOD             NGS
 KX0027
 KX0027                          STATION DESCRIPTION
 KX0027
 KX0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0027'AT TYRONE.
 KX0027'AT TYRONE, AT THE PENNSYLVANIA RAILROAD STATION, 22.4 FEET
 KX0027'NORTH OF THE NORTH RAIL OF NORTH TRACK, A 2 1/2-INCH BY-1-INCH
 KX0027'CHISELED SQUARE CUT IN THE WATER TABLE BETWEEN THE LETTERS
 KX0027'BM, ALONG THE SOUTH SIDE OF THE CENTER OF THE FORMER TICKET
 KX0027'OFFICE AND 0.6 FOOT ABOVE THE STATION PLATFORM.  NOTE-- 110 IS
 KX0027'CUT UNDER THE SOUTHWEST CORNER OF THE SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0349 ***********************************************************************
 LZ0349  DESIGNATION -  110 USGS
 LZ0349  PID         -  LZ0349
 LZ0349  STATE/COUNTY-  PA/SULLIVAN
 LZ0349  USGS QUAD   -  SONESTOWN (1981)
 LZ0349
 LZ0349                         *CURRENT SURVEY CONTROL
 LZ0349  ___________________________________________________________________
 LZ0349* NAD 83(1986)-  41 19 44.     (N)    076 35 15.     (W)     SCALED    
 LZ0349* NAVD 88     -       254.515  (meters)     835.02   (feet)  ADJUSTED  
 LZ0349  ___________________________________________________________________
 LZ0349  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 LZ0349  DYNAMIC HT  -         254.407 (meters)     834.67  (feet)  COMP
 LZ0349  MODELED GRAV-     980,192.2   (mgal)                       NAVD 88
 LZ0349
 LZ0349  VERT ORDER  -  SECOND    CLASS 0
 LZ0349
 LZ0349.The horizontal coordinates were scaled from a topographic map and have
 LZ0349.an estimated accuracy of +/- 6 seconds.
 LZ0349
 LZ0349.The orthometric height was determined by differential leveling
 LZ0349.and adjusted by the National Geodetic Survey in June 1991..
 LZ0349
 LZ0349.The geoid height was determined by GEOID03.
 LZ0349
 LZ0349.The dynamic height is computed by dividing the NAVD 88
 LZ0349.geopotential number by the normal gravity value computed on the
 LZ0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0349.degrees latitude (g = 980.6199 gals.).
 LZ0349
 LZ0349.The modeled gravity was interpolated from observed gravity values.
 LZ0349
 LZ0349;                    North         East    Units  Estimated Accuracy
 LZ0349;SPC PA N     -   129,720.      697,310.      MT  (+/- 180 meters Scaled)
 LZ0349
 LZ0349                          SUPERSEDED SURVEY CONTROL
 LZ0349
 LZ0349  NGVD 29 (??/??/92)  254.701  (m)          835.63   (f) ADJ UNCH    2 0
 LZ0349
 LZ0349.Superseded values are not recommended for survey control.
 LZ0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0349.See file dsdata.txt to determine how the superseded data were derived.
 LZ0349
 LZ0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL671764(NAD 83)
 LZ0349_MARKER: DD = SURVEY DISK
 LZ0349_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0349_SP_SET: BRIDGE
 LZ0349_STAMPING: 110 HLZ USGS 1968
 LZ0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0349
 LZ0349  HISTORY     - Date     Condition        Report By
 LZ0349  HISTORY     - 1968     MONUMENTED       PADH
 LZ0349  HISTORY     - 1969     GOOD             NGS
 LZ0349  HISTORY     - 20040718 MARK NOT FOUND   GEOCAC
 LZ0349
 LZ0349                          STATION DESCRIPTION
 LZ0349
 LZ0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ0349'0.9 MI SW FROM MUNCY VALLEY.
 LZ0349'ABOUT 0.9 MILE SOUTHWEST ALONG U.S. HIGHWAY 220 AND STATE HIGHWAY
 LZ0349'42 FROM THE POST OFFICE IN MUNCY VALLEY, 180 FEET EAST OF THE
 LZ0349'JUNCTION OF U.S. HIGHWAY 220 AND STATE HIGHWAY 42, 12 FEET SOUTH
 LZ0349'OF THE CENTERLINE OF STATE HIGHWAY 42, SET IN THE TOP OF A BANNISTER
 LZ0349'OF A BRIDGE AND IS ABOUT 3 FEET ABOVE THE LEVEL OF STATE HIGHWAY
 LZ0349'42.
 LZ0349
 LZ0349                          STATION RECOVERY (2004)
 LZ0349
 LZ0349'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 LZ0349'BRIDGE WAS REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0137 ***********************************************************************
 MA0137  DESIGNATION -  1102.47
 MA0137  PID         -  MA0137
 MA0137  STATE/COUNTY-  PA/POTTER
 MA0137  USGS QUAD   -  WHARTON (1971)
 MA0137
 MA0137                         *CURRENT SURVEY CONTROL
 MA0137  ___________________________________________________________________
 MA0137* NAD 83(1986)-  41 31 43.     (N)    078 00 51.     (W)     SCALED    
 MA0137* NAVD 88     -       336.454  (meters)    1103.85   (feet)  ADJUSTED  
 MA0137  ___________________________________________________________________
 MA0137  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 MA0137  DYNAMIC HT  -         336.312 (meters)    1103.38  (feet)  COMP
 MA0137  MODELED GRAV-     980,192.4   (mgal)                       NAVD 88
 MA0137
 MA0137  VERT ORDER  -  SECOND    CLASS 0
 MA0137
 MA0137.The horizontal coordinates were scaled from a topographic map and have
 MA0137.an estimated accuracy of +/- 6 seconds.
 MA0137
 MA0137.The orthometric height was determined by differential leveling
 MA0137.and adjusted by the National Geodetic Survey in June 1991..
 MA0137
 MA0137.The geoid height was determined by GEOID03.
 MA0137
 MA0137.The dynamic height is computed by dividing the NAVD 88
 MA0137.geopotential number by the normal gravity value computed on the
 MA0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0137.degrees latitude (g = 980.6199 gals.).
 MA0137
 MA0137.The modeled gravity was interpolated from observed gravity values.
 MA0137
 MA0137;                    North         East    Units  Estimated Accuracy
 MA0137;SPC PA N     -   151,280.      577,950.      MT  (+/- 180 meters Scaled)
 MA0137
 MA0137                          SUPERSEDED SURVEY CONTROL
 MA0137
 MA0137  NGVD 29 (??/??/92)  336.614  (m)         1104.37   (f) ADJ UNCH    2 0
 MA0137
 MA0137.Superseded values are not recommended for survey control.
 MA0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0137.See file dsdata.txt to determine how the superseded data were derived.
 MA0137
 MA0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG491017(NAD 83)
 MA0137_MARKER: X = CHISELED CROSS
 MA0137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0137_SP_SET: BRIDGE
 MA0137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0137
 MA0137  HISTORY     - Date     Condition        Report By
 MA0137  HISTORY     - UNK      MONUMENTED       USGS
 MA0137  HISTORY     - 1934     GOOD             NGS
 MA0137
 MA0137                          STATION DESCRIPTION
 MA0137
 MA0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0137'0.2 MI E FROM WHARTON.
 MA0137'0.2 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM WHARTON,
 MA0137'POTTER COUNTY, ABOUT 180 FEET WEST OF MILEPOST 111, AT THE
 MA0137'BRIDGE OVER THE WEST FORK OF THE SINNAMAHONING CREEK, ON THE
 MA0137'TOP OF THE NORTH END OF THE WEST BACK WALL, 12 FEET NORTH OF THE
 MA0137'CENTER LINE OF THE TRACK, AND 1 FOOT LOWER THAN THE TOP OF THE
 MA0137'RAIL.  A CHISELED CROSS WITHIN A CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0247 ***********************************************************************
 MA0247  DESIGNATION -  1104.66
 MA0247  PID         -  MA0247
 MA0247  STATE/COUNTY-  PA/CLEARFIELD
 MA0247  USGS QUAD   -  CLEARFIELD (1981)
 MA0247
 MA0247                         *CURRENT SURVEY CONTROL
 MA0247  ___________________________________________________________________
 MA0247* NAD 83(1986)-  41 01 48.     (N)    078 26 11.     (W)     SCALED    
 MA0247* NAVD 88     -       336.714  (meters)    1104.70   (feet)  ADJUSTED  
 MA0247  ___________________________________________________________________
 MA0247  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 MA0247  DYNAMIC HT  -         336.555 (meters)    1104.18  (feet)  COMP
 MA0247  MODELED GRAV-     980,144.4   (mgal)                       NAVD 88
 MA0247
 MA0247  VERT ORDER  -  FIRST     CLASS I
 MA0247
 MA0247.The horizontal coordinates were scaled from a topographic map and have
 MA0247.an estimated accuracy of +/- 6 seconds.
 MA0247
 MA0247.The orthometric height was determined by differential leveling
 MA0247.and adjusted by the National Geodetic Survey in June 1991..
 MA0247.WARNING-Repeat measurements at this control monument indicate possible
 MA0247.vertical movement.
 MA0247
 MA0247.The geoid height was determined by GEOID03.
 MA0247
 MA0247.The dynamic height is computed by dividing the NAVD 88
 MA0247.geopotential number by the normal gravity value computed on the
 MA0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0247.degrees latitude (g = 980.6199 gals.).
 MA0247
 MA0247.The modeled gravity was interpolated from observed gravity values.
 MA0247
 MA0247;                    North         East    Units  Estimated Accuracy
 MA0247;SPC PA N     -    96,110.      542,280.      MT  (+/- 180 meters Scaled)
 MA0247
 MA0247                          SUPERSEDED SURVEY CONTROL
 MA0247
 MA0247  NGVD 29 (??/??/92)  336.880  (m)         1105.25   (f) ADJ UNCH    1 1
 MA0247
 MA0247.Superseded values are not recommended for survey control.
 MA0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0247.See file dsdata.txt to determine how the superseded data were derived.
 MA0247
 MA0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF155452(NAD 83)
 MA0247_MARKER: B = BOLT
 MA0247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0247_SP_SET: CULVERT
 MA0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0247+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2002
 MA0247
 MA0247  HISTORY     - Date     Condition        Report By
 MA0247  HISTORY     - UNK      MONUMENTED       USGS
 MA0247  HISTORY     - 1966     GOOD             NGS
 MA0247  HISTORY     - 20020617 GOOD             PADT
 MA0247
 MA0247                          STATION DESCRIPTION
 MA0247
 MA0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MA0247'0.5 MI NE FROM CLEARFIELD.
 MA0247'ABOUT 0.2 MILE NORTH ALONG U.S. HIGHWAY 322 FROM THE POST OFFICE
 MA0247'AT CLEARFIELD, THENCE 0.1 MILE NORTHEAST THROUGH THE ACME
 MA0247'PARKING AREA, THENCE 0.2 MILE NORTHEAST ALONG A GRAVELED ROAD
 MA0247'AND THE NEW YORK CENTRAL RAILROAD, 25 FEET SOUTHEAST OF THE CENTER
 MA0247'LINE OF THE ROAD, 7 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 MA0247'THE TRACKS, A 1 1/2-INCH ROUND HEADED BOLT SET IN THE TOP OF THE
 MA0247'SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD WALL OF A CORRUGATED
 MA0247'METAL CULVERT, 150 FEET NORTHWEST AND ACROSS THE TRACKS FROM THE
 MA0247'JOHNSON MACHINE COMPANY, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF
 MA0247'THE TRACKS.
 MA0247
 MA0247                          STATION RECOVERY (2002)
 MA0247
 MA0247'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (JP)
 MA0247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0611 ***********************************************************************
 KX0611  DESIGNATION -  1105
 KX0611  PID         -  KX0611
 KX0611  STATE/COUNTY-  PA/BEDFORD
 KX0611  USGS QUAD   -  ALUM BANK (1987)
 KX0611
 KX0611                         *CURRENT SURVEY CONTROL
 KX0611  ___________________________________________________________________
 KX0611* NAD 83(1986)-  40 08 52.     (N)    078 33 17.     (W)     SCALED    
 KX0611* NAVD 88     -       336.926  (meters)    1105.40   (feet)  ADJUSTED  
 KX0611  ___________________________________________________________________
 KX0611  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KX0611  DYNAMIC HT  -         336.738 (meters)    1104.78  (feet)  COMP
 KX0611  MODELED GRAV-     980,058.2   (mgal)                       NAVD 88
 KX0611
 KX0611  VERT ORDER  -  SECOND    CLASS 0
 KX0611
 KX0611.The horizontal coordinates were scaled from a topographic map and have
 KX0611.an estimated accuracy of +/- 6 seconds.
 KX0611
 KX0611.The orthometric height was determined by differential leveling
 KX0611.and adjusted by the National Geodetic Survey in June 1991..
 KX0611
 KX0611.The geoid height was determined by GEOID03.
 KX0611
 KX0611.The dynamic height is computed by dividing the NAVD 88
 KX0611.geopotential number by the normal gravity value computed on the
 KX0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0611.degrees latitude (g = 980.6199 gals.).
 KX0611
 KX0611.The modeled gravity was interpolated from observed gravity values.
 KX0611
 KX0611;                    North         East    Units  Estimated Accuracy
 KX0611;SPC PA S     -    90,740.      531,430.      MT  (+/- 180 meters Scaled)
 KX0611
 KX0611                          SUPERSEDED SURVEY CONTROL
 KX0611
 KX0611  NGVD 29 (??/??/92)  337.085  (m)         1105.92   (f) ADJ UNCH    2 0
 KX0611
 KX0611.Superseded values are not recommended for survey control.
 KX0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0611.See file dsdata.txt to determine how the superseded data were derived.
 KX0611
 KX0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE082470(NAD 83)
 KX0611_MARKER: DB = BENCH MARK DISK
 KX0611_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0611_SP_SET: BUILDING FOUNDATION
 KX0611_STAMPING: 1105 1935
 KX0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0611
 KX0611  HISTORY     - Date     Condition        Report By
 KX0611  HISTORY     - 1935     MONUMENTED       USGS
 KX0611  HISTORY     - 1935     GOOD             NGS
 KX0611
 KX0611                          STATION DESCRIPTION
 KX0611
 KX0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0611'AT REYNOLDSDALE.
 KX0611'AT REYNOLDSDALE, BEDFORD COUNTY, ABOUT 100 FEET SOUTH OF THE
 KX0611'PENNSYLVANIA RAILROAD STATION, AT THE NORTHWEST CORNER OF THE
 KX0611'HELTZERS PLACE STORE, IN THE WEST SIDE OF THE FOUNDATION, AND 42
 KX0611'FEET EAST OF THE CENTER LINE OF THE TRACK.  A UNITED STATES
 KX0611'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1105 1935 AND SET
 KX0611'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0096 ***********************************************************************
 MA0096  DESIGNATION -  1105.2
 MA0096  PID         -  MA0096
 MA0096  STATE/COUNTY-  PA/CAMERON
 MA0096  USGS QUAD   -  EMPORIUM (1983)
 MA0096
 MA0096                         *CURRENT SURVEY CONTROL
 MA0096  ___________________________________________________________________
 MA0096* NAD 83(1986)-  41 33 04.     (N)    078 12 27.     (W)     SCALED    
 MA0096* NAVD 88     -       336.77   (+/-2cm)    1104.9    (feet)  VERTCON   
 MA0096  ___________________________________________________________________
 MA0096  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 MA0096
 MA0096  VERT ORDER  -  ? (See Below)
 MA0096
 MA0096.The horizontal coordinates were scaled from a topographic map and have
 MA0096.an estimated accuracy of +/- 6 seconds.
 MA0096
 MA0096.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA0096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA0096.The vertical order pertains to the NGVD 29 superseded value.
 MA0096
 MA0096.The geoid height was determined by GEOID03.
 MA0096
 MA0096;                    North         East    Units  Estimated Accuracy
 MA0096;SPC PA N     -   153,850.      561,830.      MT  (+/- 180 meters Scaled)
 MA0096
 MA0096                          SUPERSEDED SURVEY CONTROL
 MA0096
 MA0096  NGVD 29 (??/??/92)  336.928  (m)         1105.40   (f) ADJ UNCH    ?  
 MA0096
 MA0096.Superseded values are not recommended for survey control.
 MA0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0096.See file dsdata.txt to determine how the superseded data were derived.
 MA0096
 MA0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG328037(NAD 83)
 MA0096_MARKER: Q = CHISELED SQUARE
 MA0096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0096_SP_SET: ABUTMENT
 MA0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0096
 MA0096  HISTORY     - Date     Condition        Report By
 MA0096  HISTORY     - UNK      MONUMENTED       USGS
 MA0096  HISTORY     - 1934     GOOD             NGS
 MA0096
 MA0096                          STATION DESCRIPTION
 MA0096
 MA0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0096'3 MI N FROM EMPORIUM.
 MA0096'3 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION AT
 MA0096'EMPORIUM, CAMERON COUNTY, ON STATE HIGHWAY 155, AT STATION
 MA0096'185-06, AT A CONCRETE BRIDGE, IN THE TOP OF THE EAST END OF THE
 MA0096'NORTH ABUTMENT, 80 FEET EAST OF THE CENTER LINE OF THE TRACK,
 MA0096'14-1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND LEVEL
 MA0096'WITH THE HIGHWAY.  A CHISELED SQUARE, PAINTED 1105.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0624 ***********************************************************************
 KX0624  DESIGNATION -  1106
 KX0624  PID         -  KX0624
 KX0624  STATE/COUNTY-  PA/BEDFORD
 KX0624  USGS QUAD   -  BEDFORD (1987)
 KX0624
 KX0624                         *CURRENT SURVEY CONTROL
 KX0624  ___________________________________________________________________
 KX0624* NAD 83(1986)-  40 02 15.     (N)    078 33 28.     (W)     SCALED    
 KX0624* NAVD 88     -       336.937  (meters)    1105.43   (feet)  POSTED    
 KX0624  ___________________________________________________________________
 KX0624  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KX0624  DYNAMIC HT  -         336.740 (meters)    1104.79  (feet)  COMP
 KX0624  MODELED GRAV-     980,042.2   (mgal)                       NAVD 88
 KX0624
 KX0624  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KX0624
 KX0624.The horizontal coordinates were scaled from a topographic map and have
 KX0624.an estimated accuracy of +/- 6 seconds.
 KX0624
 KX0624.The orthometric height was determined by differential leveling
 KX0624.and adjusted by the National Geodetic Survey in 1992..
 KX0624.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KX0624.rate of 0.0 thru 1.0 mm/km.
 KX0624
 KX0624.The geoid height was determined by GEOID03.
 KX0624
 KX0624.The dynamic height is computed by dividing the NAVD 88
 KX0624.geopotential number by the normal gravity value computed on the
 KX0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0624.degrees latitude (g = 980.6199 gals.).
 KX0624
 KX0624.The modeled gravity was interpolated from observed gravity values.
 KX0624
 KX0624;                    North         East    Units  Estimated Accuracy
 KX0624;SPC PA S     -    78,500.      531,060.      MT  (+/- 180 meters Scaled)
 KX0624
 KX0624                          SUPERSEDED SURVEY CONTROL
 KX0624
 KX0624  NGVD 29 (??/??/92)  337.097  (m)         1105.96   (f) ADJ UNCH    2 0
 KX0624
 KX0624.Superseded values are not recommended for survey control.
 KX0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0624.See file dsdata.txt to determine how the superseded data were derived.
 KX0624
 KX0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE083347(NAD 83)
 KX0624_MARKER: DD = SURVEY DISK
 KX0624_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0624_SP_SET: ABUTMENT
 KX0624_STAMPING: 1106
 KX0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0624
 KX0624  HISTORY     - Date     Condition        Report By
 KX0624  HISTORY     - UNK      MONUMENTED       USGS
 KX0624  HISTORY     - 1935     GOOD             NGS
 KX0624
 KX0624                          STATION DESCRIPTION
 KX0624
 KX0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0624'4.9 MI S FROM BEDFORD.
 KX0624'ABOUT 4.9 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0624'STATION AT BEDFORD, BEDFORD COUNTY, AT BRIDGE 50.77, IN
 KX0624'THE TOP OF THE EAST END OF THE NORTH ABUTMENT, AND 12 FEET EAST
 KX0624'OF THE CENTER LINE OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 KX0624'STANDARD DISK, STAMPED 1106.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0246 ***********************************************************************
 MA0246  DESIGNATION -  1106.50
 MA0246  PID         -  MA0246
 MA0246  STATE/COUNTY-  PA/CLEARFIELD
 MA0246  USGS QUAD   -  CLEARFIELD (1981)
 MA0246
 MA0246                         *CURRENT SURVEY CONTROL
 MA0246  ___________________________________________________________________
 MA0246* NAD 83(1986)-  41 01 55.     (N)    078 26 01.     (W)     SCALED    
 MA0246* NAVD 88     -       337.244  (meters)    1106.44   (feet)  ADJUSTED  
 MA0246  ___________________________________________________________________
 MA0246  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 MA0246  DYNAMIC HT  -         337.086 (meters)    1105.92  (feet)  COMP
 MA0246  MODELED GRAV-     980,145.6   (mgal)                       NAVD 88
 MA0246
 MA0246  VERT ORDER  -  FIRST     CLASS I
 MA0246
 MA0246.The horizontal coordinates were scaled from a topographic map and have
 MA0246.an estimated accuracy of +/- 6 seconds.
 MA0246
 MA0246.The orthometric height was determined by differential leveling
 MA0246.and adjusted by the National Geodetic Survey in June 1991..
 MA0246
 MA0246.The geoid height was determined by GEOID03.
 MA0246
 MA0246.The dynamic height is computed by dividing the NAVD 88
 MA0246.geopotential number by the normal gravity value computed on the
 MA0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0246.degrees latitude (g = 980.6199 gals.).
 MA0246
 MA0246.The modeled gravity was interpolated from observed gravity values.
 MA0246
 MA0246;                    North         East    Units  Estimated Accuracy
 MA0246;SPC PA N     -    96,320.      542,510.      MT  (+/- 180 meters Scaled)
 MA0246
 MA0246                          SUPERSEDED SURVEY CONTROL
 MA0246
 MA0246  NGVD 29 (??/??/92)  337.410  (m)         1106.99   (f) ADJ UNCH    1 1
 MA0246
 MA0246.Superseded values are not recommended for survey control.
 MA0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0246.See file dsdata.txt to determine how the superseded data were derived.
 MA0246
 MA0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF157454(NAD 83)
 MA0246_MARKER: B = BOLT
 MA0246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0246_SP_SET: CULVERT
 MA0246_STAMPING: 11
 MA0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0246+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2002
 MA0246
 MA0246  HISTORY     - Date     Condition        Report By
 MA0246  HISTORY     - UNK      MONUMENTED       USGS
 MA0246  HISTORY     - 1966     GOOD             NGS
 MA0246  HISTORY     - 20020621 GOOD             PADT
 MA0246
 MA0246                          STATION DESCRIPTION
 MA0246
 MA0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MA0246'0.7 MI NE FROM CLEARFIELD.
 MA0246'ABOUT 0.2 MILE NORTH ALONG U.S. HIGHWAY 322 FROM THE POST OFFICE
 MA0246'AT CLEARFIELD, THENCE 0.1 MILE NORTHEAST THROUGH THE ACME
 MA0246'PARKING AREA, THENCE 0.4 MILE NORTHEAST ALONG A GRAVELED ROAD
 MA0246'AND THE NEW YORK CENTRAL RAILROAD, 200 FEET SOUTHWEST OF A
 MA0246'RAILROAD BRIDGE OVER THE WEST BRANCH OF THE SUSQUEHANNA RIVER,
 MA0246'30 FEET NORTH AND ACROSS THE ROAD FROM THE NORTH RAIL OF THE
 MA0246'TRACKS, 20 FEET NORTH OF THE CENTER LINE OF THE ROAD, A 1 1/2-INCH
 MA0246'ROUND HEADED BOLT SET IN THE TOP OF THE EAST END OF THE NORTH
 MA0246'CONCRETE HEAD WALL OF A CULVERT UNDER THE ROAD, ABOUT LEVEL WITH
 MA0246'THE TRACKS, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 MA0246
 MA0246                          STATION RECOVERY (2002)
 MA0246
 MA0246'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (JP)
 MA0246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0248 ***********************************************************************
 MA0248  DESIGNATION -  1107.12
 MA0248  PID         -  MA0248
 MA0248  STATE/COUNTY-  PA/CLEARFIELD
 MA0248  USGS QUAD   -  CLEARFIELD (1981)
 MA0248
 MA0248                         *CURRENT SURVEY CONTROL
 MA0248  ___________________________________________________________________
 MA0248* NAD 83(1986)-  41 01 33.     (N)    078 26 09.     (W)     SCALED    
 MA0248* NAVD 88     -       337.434  (meters)    1107.06   (feet)  ADJUSTED  
 MA0248  ___________________________________________________________________
 MA0248  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 MA0248  DYNAMIC HT  -         337.274 (meters)    1106.54  (feet)  COMP
 MA0248  MODELED GRAV-     980,141.9   (mgal)                       NAVD 88
 MA0248
 MA0248  VERT ORDER  -  SECOND    CLASS 0
 MA0248
 MA0248.The horizontal coordinates were scaled from a topographic map and have
 MA0248.an estimated accuracy of +/- 6 seconds.
 MA0248
 MA0248.The orthometric height was determined by differential leveling
 MA0248.and adjusted by the National Geodetic Survey in June 1991..
 MA0248
 MA0248.The geoid height was determined by GEOID03.
 MA0248
 MA0248.The dynamic height is computed by dividing the NAVD 88
 MA0248.geopotential number by the normal gravity value computed on the
 MA0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0248.degrees latitude (g = 980.6199 gals.).
 MA0248
 MA0248.The modeled gravity was interpolated from observed gravity values.
 MA0248
 MA0248;                    North         East    Units  Estimated Accuracy
 MA0248;SPC PA N     -    95,640.      542,320.      MT  (+/- 180 meters Scaled)
 MA0248
 MA0248                          SUPERSEDED SURVEY CONTROL
 MA0248
 MA0248  NGVD 29 (??/??/92)  337.60   (m)         1107.6    (f) COMPUTED    2 0
 MA0248
 MA0248.Superseded values are not recommended for survey control.
 MA0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0248.See file dsdata.txt to determine how the superseded data were derived.
 MA0248
 MA0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF155447(NAD 83)
 MA0248_MARKER: Q = CHISELED SQUARE
 MA0248_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0248_SP_SET: DOORSILL
 MA0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0248
 MA0248  HISTORY     - Date     Condition        Report By
 MA0248  HISTORY     - UNK      MONUMENTED       USGS
 MA0248  HISTORY     - 1966     MARK NOT FOUND   NGS
 MA0248
 MA0248                          STATION DESCRIPTION
 MA0248
 MA0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MA0248'AT CLEARFIELD.
 MA0248'AT CLEARFIELD, CLEARFIELD COUNTY, AT THE PENNSYLVANIA RAILROAD
 MA0248'STATION, ON THE TOP OF THE SOUTH STONE DOORSILL OF THE MENS WAITING
 MA0248'ROOM, AND LEVEL WITH THE BRICK WAITING PLATFORM.  A CHISELED
 MA0248'SQUARE.  NOTE-- ABOUT 1 1/2 MAN-HOURS WERE SPENT IN SEARCHING
 MA0248'FOR THIS MARK BUT IT WAS NOT RECOVERED.  THE RAILROAD STATION
 MA0248'IS NOW A LAUNDROMAT AND ALL THE WINDOW SILLS AND DOOR CASINGS
 MA0248'HAVE BEEN CHANGED.  IT IS BELIEVED THAT THE MARK WAS EITHER
 MA0248'COVERED OR WORN AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0253 ***********************************************************************
 MA0253  DESIGNATION -  1107.57
 MA0253  PID         -  MA0253
 MA0253  STATE/COUNTY-  PA/CLEARFIELD
 MA0253  USGS QUAD   -  CLEARFIELD (1981)
 MA0253
 MA0253                         *CURRENT SURVEY CONTROL
 MA0253  ___________________________________________________________________
 MA0253* NAD 83(1986)-  41 01 27.     (N)    078 26 18.     (W)     SCALED    
 MA0253* NAVD 88     -       337.570  (meters)    1107.51   (feet)  ADJUSTED  
 MA0253  ___________________________________________________________________
 MA0253  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 MA0253  DYNAMIC HT  -         337.411 (meters)    1106.99  (feet)  COMP
 MA0253  MODELED GRAV-     980,141.4   (mgal)                       NAVD 88
 MA0253
 MA0253  VERT ORDER  -  FIRST     CLASS I
 MA0253
 MA0253.The horizontal coordinates were scaled from a topographic map and have
 MA0253.an estimated accuracy of +/- 6 seconds.
 MA0253
 MA0253.The orthometric height was determined by differential leveling
 MA0253.and adjusted by the National Geodetic Survey in June 1991..
 MA0253
 MA0253.The geoid height was determined by GEOID03.
 MA0253
 MA0253.The dynamic height is computed by dividing the NAVD 88
 MA0253.geopotential number by the normal gravity value computed on the
 MA0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0253.degrees latitude (g = 980.6199 gals.).
 MA0253
 MA0253.The modeled gravity was interpolated from observed gravity values.
 MA0253
 MA0253;                    North         East    Units  Estimated Accuracy
 MA0253;SPC PA N     -    95,460.      542,110.      MT  (+/- 180 meters Scaled)
 MA0253
 MA0253                          SUPERSEDED SURVEY CONTROL
 MA0253
 MA0253  NGVD 29 (??/??/92)  337.735  (m)         1108.05   (f) ADJ UNCH    1 1
 MA0253
 MA0253.Superseded values are not recommended for survey control.
 MA0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0253.See file dsdata.txt to determine how the superseded data were derived.
 MA0253
 MA0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF153446(NAD 83)
 MA0253_MARKER: Q = CHISELED SQUARE
 MA0253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0253_SP_SET: STEP
 MA0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0253
 MA0253  HISTORY     - Date     Condition        Report By
 MA0253  HISTORY     - UNK      MONUMENTED       USGS
 MA0253  HISTORY     - 1966     GOOD             NGS
 MA0253  HISTORY     - 20020621 MARK NOT FOUND   PADT
 MA0253
 MA0253                          STATION DESCRIPTION
 MA0253
 MA0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MA0253'AT CLEARFIELD.
 MA0253'AT CLEARFIELD, 93 FEET NORTH AND ACROSS U.S. HIGHWAY 322 WHICH
 MA0253'IS NORTH 2ND STREET FROM THE POST OFFICE AT CLEARFIELD, AT THE
 MA0253'NORTHWEST ENTRANCE TO THE PRESBYTERIAN CHURCH, 30 FEET EAST OF
 MA0253'THE CENTER LINE OF THE HIGHWAY, A CHISELED SQUARE ON THE TOP OF
 MA0253'THE NORTHWEST CORNER OF THE BOTTOM STONE STEP OF A FLIGHT OF STEPS
 MA0253'LEADING TO THE ENTRANCE TO THE CHURCH, 3.8 FEET SOUTHWEST OF THE
 MA0253'NORTHWEST CORNER OF THE CHURCH, 31 1/2 FEET SOUTH OF THE CENTER
 MA0253'LINE OF EAST PINE STREET AND 8 INCHES ABOVE THE LEVEL OF THE
 MA0253'SIDEWALK.
 MA0253
 MA0253                          STATION RECOVERY (2002)
 MA0253
 MA0253'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (JP)
 MA0253'CONCRETE STEPS HAVE POSSIBLY BEEN REPLACED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1012 ***********************************************************************
 MA1012  DESIGNATION -  1108
 MA1012  PID         -  MA1012
 MA1012  STATE/COUNTY-  PA/CLARION
 MA1012  USGS QUAD   -  SUMMERVILLE (1969)
 MA1012
 MA1012                         *CURRENT SURVEY CONTROL
 MA1012  ___________________________________________________________________
 MA1012* NAD 83(1986)-  41 02 30.     (N)    079 14 16.     (W)     SCALED    
 MA1012* NAVD 88     -       337.214  (meters)    1106.34   (feet)  ADJUSTED  
 MA1012  ___________________________________________________________________
 MA1012  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 MA1012  DYNAMIC HT  -         337.051 (meters)    1105.81  (feet)  COMP
 MA1012  MODELED GRAV-     980,133.3   (mgal)                       NAVD 88
 MA1012
 MA1012  VERT ORDER  -  SECOND    CLASS 0
 MA1012
 MA1012.The horizontal coordinates were scaled from a topographic map and have
 MA1012.an estimated accuracy of +/- 6 seconds.
 MA1012
 MA1012.The orthometric height was determined by differential leveling
 MA1012.and adjusted by the National Geodetic Survey in June 1991..
 MA1012
 MA1012.The geoid height was determined by GEOID03.
 MA1012
 MA1012.The dynamic height is computed by dividing the NAVD 88
 MA1012.geopotential number by the normal gravity value computed on the
 MA1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1012.degrees latitude (g = 980.6199 gals.).
 MA1012
 MA1012.The modeled gravity was interpolated from observed gravity values.
 MA1012
 MA1012;                    North         East    Units  Estimated Accuracy
 MA1012;SPC PA N     -    98,250.      474,910.      MT  (+/- 180 meters Scaled)
 MA1012
 MA1012                          SUPERSEDED SURVEY CONTROL
 MA1012
 MA1012  NGVD 29 (??/??/92)  337.383  (m)         1106.90   (f) ADJ UNCH    2 0
 MA1012
 MA1012.Superseded values are not recommended for survey control.
 MA1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1012.See file dsdata.txt to determine how the superseded data were derived.
 MA1012
 MA1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF481448(NAD 83)
 MA1012_MARKER: DD = SURVEY DISK
 MA1012_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1012_SP_SET: BRIDGE
 MA1012_STAMPING: 1108 ADJ 1903
 MA1012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1012
 MA1012  HISTORY     - Date     Condition        Report By
 MA1012  HISTORY     - 1903     MONUMENTED       USGS
 MA1012  HISTORY     - 1935     GOOD             NGS
 MA1012
 MA1012                          STATION DESCRIPTION
 MA1012
 MA1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1012'1 MI E FROM MAYPORT.
 MA1012'ABOUT 1.0 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA1012'STATION AT MAYPORT, CLARION COUNTY, AT 25-FOOT SPAN MASONRY
 MA1012'ARCH BRIDGE 26.47, IN THE TOP OF THE WEST PARAPET WALL, 9 FEET
 MA1012'NORTH OF THE SOUTH END, 30 FEET WEST OF THE CENTER LINE OF THE
 MA1012'TRACK, AND ABOUT 7 FEET LOWER THAN THE TOP OF THE RAIL.  A
 MA1012'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1108 ADJ.
 MA1012'1903.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0099 ***********************************************************************
 ND0099  DESIGNATION -  1108.47
 ND0099  PID         -  ND0099
 ND0099  STATE/COUNTY-  PA/ERIE
 ND0099  USGS QUAD   -  ERIE SOUTH (1996)
 ND0099
 ND0099                         *CURRENT SURVEY CONTROL
 ND0099  ___________________________________________________________________
 ND0099* NAD 83(1986)-  42 05 08.     (N)    080 01 35.     (W)     SCALED    
 ND0099* NAVD 88     -       337.601  (meters)    1107.61   (feet)  ADJUSTED  
 ND0099  ___________________________________________________________________
 ND0099  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 ND0099  DYNAMIC HT  -         337.475 (meters)    1107.20  (feet)  COMP
 ND0099  MODELED GRAV-     980,241.7   (mgal)                       NAVD 88
 ND0099
 ND0099  VERT ORDER  -  FIRST     CLASS II
 ND0099
 ND0099.The horizontal coordinates were scaled from a topographic map and have
 ND0099.an estimated accuracy of +/- 6 seconds.
 ND0099
 ND0099.The orthometric height was determined by differential leveling
 ND0099.and adjusted by the National Geodetic Survey in June 1991..
 ND0099
 ND0099.The geoid height was determined by GEOID03.
 ND0099
 ND0099.The dynamic height is computed by dividing the NAVD 88
 ND0099.geopotential number by the normal gravity value computed on the
 ND0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0099.degrees latitude (g = 980.6199 gals.).
 ND0099
 ND0099.The modeled gravity was interpolated from observed gravity values.
 ND0099
 ND0099;                    North         East    Units  Estimated Accuracy
 ND0099;SPC PA N     -   215,580.      411,670.      MT  (+/- 180 meters Scaled)
 ND0099
 ND0099                          SUPERSEDED SURVEY CONTROL
 ND0099
 ND0099  NGVD 29 (??/??/92)  337.773  (m)         1108.18   (f) ADJ UNCH    1 2
 ND0099
 ND0099.Superseded values are not recommended for survey control.
 ND0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0099.See file dsdata.txt to determine how the superseded data were derived.
 ND0099
 ND0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG805597(NAD 83)
 ND0099_MARKER: B = BOLT
 ND0099_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ND0099_SP_SET: BRIDGE
 ND0099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0099
 ND0099  HISTORY     - Date     Condition        Report By
 ND0099  HISTORY     - UNK      MONUMENTED       PRR
 ND0099  HISTORY     - 1961     GOOD             NGS
 ND0099
 ND0099                          STATION DESCRIPTION
 ND0099
 ND0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ND0099'8.4 MI S FROM ERIE.
 ND0099'8.4 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 ND0099'AT ERIE, ERIE COUNTY, 70 RAILS SOUTHWEST OF MILEPOST 8, AT STEEL
 ND0099'OVERHEAD BRIDGE NO. 8.39, IN THE SOUTHEAST STONE PILLAR BASE, 0.7
 ND0099'FOOT SOUTHEAST OF THE NORTHWEST EDGE OF THE BASE, 5 FEET SOUTHWEST
 ND0099'OF THE NORTHEAST EDGE, 5.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 ND0099'AND 4.3 FEET ABOVE THE GROUND. A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0488 ***********************************************************************
 LZ0488  DESIGNATION -  1108.9 USGS
 LZ0488  PID         -  LZ0488
 LZ0488  STATE/COUNTY-  PA/BRADFORD
 LZ0488  USGS QUAD   -  GILLETT (1969)
 LZ0488
 LZ0488                         *CURRENT SURVEY CONTROL
 LZ0488  ___________________________________________________________________
 LZ0488* NAD 83(1986)-  41 59 40.     (N)    076 46 40.     (W)     SCALED    
 LZ0488* NAVD 88     -       337.972  (meters)    1108.83   (feet)  ADJUSTED  
 LZ0488  ___________________________________________________________________
 LZ0488  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 LZ0488  DYNAMIC HT  -         337.833 (meters)    1108.37  (feet)  COMP
 LZ0488  MODELED GRAV-     980,201.3   (mgal)                       NAVD 88
 LZ0488
 LZ0488  VERT ORDER  -  FIRST     CLASS II
 LZ0488
 LZ0488.The horizontal coordinates were scaled from a topographic map and have
 LZ0488.an estimated accuracy of +/- 6 seconds.
 LZ0488
 LZ0488.The orthometric height was determined by differential leveling
 LZ0488.and adjusted by the National Geodetic Survey in June 1991..
 LZ0488
 LZ0488.The geoid height was determined by GEOID03.
 LZ0488
 LZ0488.The dynamic height is computed by dividing the NAVD 88
 LZ0488.geopotential number by the normal gravity value computed on the
 LZ0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0488.degrees latitude (g = 980.6199 gals.).
 LZ0488
 LZ0488.The modeled gravity was interpolated from observed gravity values.
 LZ0488
 LZ0488;                    North         East    Units  Estimated Accuracy
 LZ0488;SPC PA N     -   203,440.      680,560.      MT  (+/- 180 meters Scaled)
 LZ0488
 LZ0488                          SUPERSEDED SURVEY CONTROL
 LZ0488
 LZ0488  NGVD 29 (??/??/92)  338.120  (m)         1109.32   (f) ADJ UNCH    1 2
 LZ0488
 LZ0488.Superseded values are not recommended for survey control.
 LZ0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0488.See file dsdata.txt to determine how the superseded data were derived.
 LZ0488
 LZ0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM527506(NAD 83)
 LZ0488_MARKER: Q = CHISELED SQUARE
 LZ0488_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0488_SP_SET: CONCRETE FOUNDATION
 LZ0488_MARK LOGO: USGS  
 LZ0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0488
 LZ0488  HISTORY     - Date     Condition        Report By
 LZ0488  HISTORY     - UNK      MONUMENTED       USGS
 LZ0488  HISTORY     - 1933     GOOD             NGS
 LZ0488  HISTORY     - 1983     GOOD             NGS
 LZ0488
 LZ0488                          STATION DESCRIPTION
 LZ0488
 LZ0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LZ0488'8.6 MI S FROM ELMIRA.
 LZ0488'IN BRADFORD COUNTY, PENNSYLVANIA, ABOUT 8.6 MILES SOUTH ALONG
 LZ0488'THE PENNSYLVANIA RAILROAD FROM ELMIRA, CHEMUNG COUNTY, NEW YORK,
 LZ0488'ABOUT 0.5 MILE NORTH OF FASSETT, BRADFORD COUNTY, ABOUT 920
 LZ0488'FEET NORTH OF A SWITCH CONTROL TOWER, ABOUT 325 FEET NORTH OF A
 LZ0488'DIRT-ROAD CROSSING, 8 FEET EAST OF THE EAST RAIL OF THE TRACK,
 LZ0488'2 FEET SOUTH OF A RELAY BOX, ON THE SOUTHWEST CORNER OF THE
 LZ0488'CONCRETE FOUNDATION, AND NEAR THE PAINTED LETTERS U.S.B.M. 1108.9.
 LZ0488'A CHISELED SQUARE.
 LZ0488
 LZ0488                          STATION RECOVERY (1983)
 LZ0488
 LZ0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LZ0488'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.8 KM (0.5 MI)
 LZ0488'NORTHWEST ALONG THE OLD RAILROAD BED FROM THE BRIDGE OVER SOUTH CREEK
 LZ0488'IN FASSETT TO THE MARK ON THE RIGHT, 5.6 METERS (14.5 FT) NORTHEAST OF
 LZ0488'THE CENTER OF A ROAD, 0.60 METER (2.0 FT) SOUTH OF AN ABANDONED RELAY
 LZ0488'BOX.
 LZ0488'THE MARK IS 0.30 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0184 ***********************************************************************
 MA0184  DESIGNATION -  111
 MA0184  PID         -  MA0184
 MA0184  STATE/COUNTY-  PA/ELK
 MA0184  USGS QUAD   -  DENTS RUN (1994)
 MA0184
 MA0184                         *CURRENT SURVEY CONTROL
 MA0184  ___________________________________________________________________
 MA0184* NAD 83(1986)-  41 21 23.     (N)    078 15 20.     (W)     SCALED    
 MA0184* NAVD 88     -       281.592  (meters)     923.86   (feet)  ADJUSTED  
 MA0184  ___________________________________________________________________
 MA0184  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 MA0184  DYNAMIC HT  -         281.471 (meters)     923.46  (feet)  COMP
 MA0184  MODELED GRAV-     980,188.8   (mgal)                       NAVD 88
 MA0184
 MA0184  VERT ORDER  -  SECOND    CLASS 0
 MA0184
 MA0184.The horizontal coordinates were scaled from a topographic map and have
 MA0184.an estimated accuracy of +/- 6 seconds.
 MA0184
 MA0184.The orthometric height was determined by differential leveling
 MA0184.and adjusted by the National Geodetic Survey in June 1991..
 MA0184
 MA0184.The geoid height was determined by GEOID03.
 MA0184
 MA0184.The dynamic height is computed by dividing the NAVD 88
 MA0184.geopotential number by the normal gravity value computed on the
 MA0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0184.degrees latitude (g = 980.6199 gals.).
 MA0184
 MA0184.The modeled gravity was interpolated from observed gravity values.
 MA0184
 MA0184;                    North         East    Units  Estimated Accuracy
 MA0184;SPC PA N     -   132,250.      557,700.      MT  (+/- 180 meters Scaled)
 MA0184
 MA0184                          SUPERSEDED SURVEY CONTROL
 MA0184
 MA0184  NGVD 29 (??/??/92)  281.759  (m)          924.40   (f) ADJ UNCH    2 0
 MA0184
 MA0184.Superseded values are not recommended for survey control.
 MA0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0184.See file dsdata.txt to determine how the superseded data were derived.
 MA0184
 MA0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF295819(NAD 83)
 MA0184_MARKER: Q = CHISELED SQUARE
 MA0184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0184_SP_SET: CULVERT
 MA0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0184
 MA0184  HISTORY     - Date     Condition        Report By
 MA0184  HISTORY     - UNK      MONUMENTED       PRR
 MA0184  HISTORY     - 1934     GOOD             NGS
 MA0184
 MA0184                          STATION DESCRIPTION
 MA0184
 MA0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0184'8.5 MI W FROM DRIFTWOOD.
 MA0184'IN ELK COUNTY, ABOUT 8.5 MILES WEST ALONG THE PENNSYLVANIA
 MA0184'RAILROAD FROM DRIFTWOOD, CAMERON COUNTY, AT DENTS RUN, ELK
 MA0184'COUNTY, ABOUT 3,200 FEET WEST OF MILEPOST 8, ON THE TOP OF THE
 MA0184'NORTH END OF A STONE CULVERT, 10-1/2 FEET NORTH OF THE CENTER
 MA0184'LINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE
 MA0184'RAIL.  A CHISELED SQUARE, MARKED BY THE CHISELED LETTERS BM 111.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1488 ***********************************************************************
 KX1488  DESIGNATION -  111
 KX1488  PID         -  KX1488
 KX1488  STATE/COUNTY-  PA/ALLEGHENY
 KX1488  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1488
 KX1488                         *CURRENT SURVEY CONTROL
 KX1488  ___________________________________________________________________
 KX1488* NAD 83(1986)-  40 27 24.     (N)    079 54 24.     (W)     SCALED    
 KX1488* NAVD 88     -       276.576  (meters)     907.40   (feet)  ADJUSTED  
 KX1488  ___________________________________________________________________
 KX1488  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 KX1488  DYNAMIC HT  -         276.435 (meters)     906.94  (feet)  COMP
 KX1488  MODELED GRAV-     980,106.4   (mgal)                       NAVD 88
 KX1488
 KX1488  VERT ORDER  -  FIRST     CLASS II
 KX1488
 KX1488.The horizontal coordinates were scaled from a topographic map and have
 KX1488.an estimated accuracy of +/- 6 seconds.
 KX1488
 KX1488.The orthometric height was determined by differential leveling
 KX1488.and adjusted by the National Geodetic Survey in June 1991..
 KX1488
 KX1488.The geoid height was determined by GEOID03.
 KX1488
 KX1488.The dynamic height is computed by dividing the NAVD 88
 KX1488.geopotential number by the normal gravity value computed on the
 KX1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1488.degrees latitude (g = 980.6199 gals.).
 KX1488
 KX1488.The modeled gravity was interpolated from observed gravity values.
 KX1488
 KX1488;                    North         East    Units  Estimated Accuracy
 KX1488;SPC PA S     -   126,960.      417,090.      MT  (+/- 180 meters Scaled)
 KX1488
 KX1488                          SUPERSEDED SURVEY CONTROL
 KX1488
 KX1488  NGVD 29 (??/??/92)  276.735  (m)          907.92   (f) ADJ UNCH    1 2
 KX1488
 KX1488.Superseded values are not recommended for survey control.
 KX1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1488.See file dsdata.txt to determine how the superseded data were derived.
 KX1488
 KX1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE927790(NAD 83)
 KX1488_MARKER: DD = SURVEY DISK
 KX1488_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1488_SP_SET: UNDERPASS ROCKS
 KX1488_STAMPING: 111
 KX1488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1488
 KX1488  HISTORY     - Date     Condition        Report By
 KX1488  HISTORY     - UNK      MONUMENTED       PA6600
 KX1488  HISTORY     - 1941     GOOD             NGS
 KX1488
 KX1488                          STATION DESCRIPTION
 KX1488
 KX1488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1488'5.7 MI N FROM BRADDOCK.
 KX1488'ABOUT 5.7 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM
 KX1488'BRADDOCK, ALLEGHENY COUNTY, AT THE HAMILTON AVENUE UNDERPASS AT
 KX1488'LA SCHALL STREET, IN THE TOP OF THE WEST END OF THE BOTTOM TIER
 KX1488'OF ROCKS, 32 FEET NORTH OF THE CENTER LINE OF HAMILTON AVENUE, 93
 KX1488'FEET WEST OF THE CENTER LINE OF LA SCHALL STREET, ABOUT 2.8 FEET
 KX1488'HIGHER THAN THE STREET, AND ABOUT 18 FEET LOWER THAN THE RAIL.  A
 KX1488'DEPARTMENT OF PUBLIC WORKS BRONZE DISK, STAMPED 111.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0250 ***********************************************************************
 MA0250  DESIGNATION -  1110.355
 MA0250  PID         -  MA0250
 MA0250  STATE/COUNTY-  PA/CLEARFIELD
 MA0250  USGS QUAD   -  CLEARFIELD (1981)
 MA0250
 MA0250                         *CURRENT SURVEY CONTROL
 MA0250  ___________________________________________________________________
 MA0250* NAD 83(1986)-  41 01 36.     (N)    078 26 17.     (W)     SCALED    
 MA0250* NAVD 88     -       338.424  (meters)    1110.31   (feet)  ADJUSTED  
 MA0250  ___________________________________________________________________
 MA0250  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 MA0250  DYNAMIC HT  -         338.264 (meters)    1109.79  (feet)  COMP
 MA0250  MODELED GRAV-     980,142.7   (mgal)                       NAVD 88
 MA0250
 MA0250  VERT ORDER  -  SECOND    CLASS 0
 MA0250
 MA0250.The horizontal coordinates were scaled from a topographic map and have
 MA0250.an estimated accuracy of +/- 6 seconds.
 MA0250
 MA0250.The orthometric height was determined by differential leveling
 MA0250.and adjusted by the National Geodetic Survey in June 1991..
 MA0250
 MA0250.The geoid height was determined by GEOID03.
 MA0250
 MA0250.The dynamic height is computed by dividing the NAVD 88
 MA0250.geopotential number by the normal gravity value computed on the
 MA0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0250.degrees latitude (g = 980.6199 gals.).
 MA0250
 MA0250.The modeled gravity was interpolated from observed gravity values.
 MA0250
 MA0250;                    North         East    Units  Estimated Accuracy
 MA0250;SPC PA N     -    95,740.      542,140.      MT  (+/- 180 meters Scaled)
 MA0250
 MA0250                          SUPERSEDED SURVEY CONTROL
 MA0250
 MA0250  NGVD 29 (??/??/92)  338.60   (m)         1110.9    (f) COMPUTED    2 0
 MA0250
 MA0250.Superseded values are not recommended for survey control.
 MA0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0250.See file dsdata.txt to determine how the superseded data were derived.
 MA0250
 MA0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF153448(NAD 83)
 MA0250_MARKER: Q = CHISELED SQUARE
 MA0250_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0250_SP_SET: BRIDGE SEAT
 MA0250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0250
 MA0250  HISTORY     - Date     Condition        Report By
 MA0250  HISTORY     - UNK      MONUMENTED       USGS
 MA0250  HISTORY     - 1966     MARK NOT FOUND   NGS
 MA0250
 MA0250                          STATION DESCRIPTION
 MA0250
 MA0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MA0250'AT CLEARFIELD.
 MA0250'AT CLEARFIELD, CLEARFIELD COUNTY, AT THE SECOND STREET BRIDGE OVER
 MA0250'SUSQUEHANNA RIVER, AND ON THE TOP OF THE NORTHWEST CORNER OF THE
 MA0250'EAST BRIDGE SEAT.  A CHISELED SQUARE .  NOTE-- ABOUT 1 1/2 MAN-HOURS
 MA0250'WERE SPENT IN SEARCHING FOR THIS MARK BUT IT WAS NOT RECOVERED.
 MA0250'THE BRIDGE HAS BEEN REPAIRED AND IT IS BELIEVED THAT THE MARK
 MA0250'HAS EITHER BEEN COVERED WITH CEMENT OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0249 ***********************************************************************
 MA0249  DESIGNATION -  1112 R
 MA0249  PID         -  MA0249
 MA0249  STATE/COUNTY-  PA/CLEARFIELD
 MA0249  USGS QUAD   -  CLEARFIELD (1981)
 MA0249
 MA0249                         *CURRENT SURVEY CONTROL
 MA0249  ___________________________________________________________________
 MA0249* NAD 83(1986)-  41 01 36.     (N)    078 26 17.     (W)     SCALED    
 MA0249* NAVD 88     -       339.024  (meters)    1112.28   (feet)  ADJUSTED  
 MA0249  ___________________________________________________________________
 MA0249  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 MA0249  DYNAMIC HT  -         338.864 (meters)    1111.76  (feet)  COMP
 MA0249  MODELED GRAV-     980,142.7   (mgal)                       NAVD 88
 MA0249
 MA0249  VERT ORDER  -  SECOND    CLASS 0
 MA0249
 MA0249.The horizontal coordinates were scaled from a topographic map and have
 MA0249.an estimated accuracy of +/- 6 seconds.
 MA0249
 MA0249.The orthometric height was determined by differential leveling
 MA0249.and adjusted by the National Geodetic Survey in June 1991..
 MA0249
 MA0249.The geoid height was determined by GEOID03.
 MA0249
 MA0249.The dynamic height is computed by dividing the NAVD 88
 MA0249.geopotential number by the normal gravity value computed on the
 MA0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0249.degrees latitude (g = 980.6199 gals.).
 MA0249
 MA0249.The modeled gravity was interpolated from observed gravity values.
 MA0249
 MA0249;                    North         East    Units  Estimated Accuracy
 MA0249;SPC PA N     -    95,740.      542,140.      MT  (+/- 180 meters Scaled)
 MA0249
 MA0249                          SUPERSEDED SURVEY CONTROL
 MA0249
 MA0249  NGVD 29 (??/??/92)  339.20   (m)         1112.9    (f) COMPUTED    2 0
 MA0249
 MA0249.Superseded values are not recommended for survey control.
 MA0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0249.See file dsdata.txt to determine how the superseded data were derived.
 MA0249
 MA0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF153448(NAD 83)
 MA0249_MARKER: DD = SURVEY DISK
 MA0249_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0249_SP_SET: BRIDGE
 MA0249_STAMPING: 1112 R 1927
 MA0249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0249
 MA0249  HISTORY     - Date     Condition        Report By
 MA0249  HISTORY     - 1927     MONUMENTED       USGS
 MA0249  HISTORY     - 1966     MARK NOT FOUND   NGS
 MA0249
 MA0249                          STATION DESCRIPTION
 MA0249
 MA0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MA0249'0.1 MI S FROM CLEARFIELD.
 MA0249'ABOUT 0.1 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MA0249'THE STATION AT CLEARFIELD, CLEARFIELD COUNTY, AT THE BRIDGE OVER
 MA0249'SUSQUEHANNA RIVER, AND IN THE TOP OF THE LEDGE ON THE COPING
 MA0249'STONE ON THE NORTHEAST WING WALL.  A UNITED STATES GEOLOGICAL SURVEY
 MA0249'STANDARD DISK, STAMPED 1112 R 1927.  NOTE-- ABOUT 1 1/2 MAN-HOURS
 MA0249'WERE SPENT IN SEARCHING FOR THIS MARK BUT IT WAS NOT RECOVERED.
 MA0249'THE BRIDGE HAS BEEN REBUILT AND IT IS BELIEVED THAT THE MARK
 MA0249'HAS EITHER BEEN COVERED WITH CEMENT OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0805 ***********************************************************************
 MA0805  DESIGNATION -  1112.09
 MA0805  PID         -  MA0805
 MA0805  STATE/COUNTY-  PA/WARREN
 MA0805  USGS QUAD   -  TIDIOUTE (1977)
 MA0805
 MA0805                         *CURRENT SURVEY CONTROL
 MA0805  ___________________________________________________________________
 MA0805* NAD 83(1986)-  41 41 00.     (N)    079 24 35.     (W)     SCALED    
 MA0805* NAVD 88     -       338.745  (meters)    1111.37   (feet)  ADJUSTED  
 MA0805  ___________________________________________________________________
 MA0805  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MA0805  DYNAMIC HT  -         338.605 (meters)    1110.91  (feet)  COMP
 MA0805  MODELED GRAV-     980,200.4   (mgal)                       NAVD 88
 MA0805
 MA0805  VERT ORDER  -  FIRST     CLASS II
 MA0805
 MA0805.The horizontal coordinates were scaled from a topographic map and have
 MA0805.an estimated accuracy of +/- 6 seconds.
 MA0805
 MA0805.The orthometric height was determined by differential leveling
 MA0805.and adjusted by the National Geodetic Survey in June 1991..
 MA0805
 MA0805.The geoid height was determined by GEOID03.
 MA0805
 MA0805.The dynamic height is computed by dividing the NAVD 88
 MA0805.geopotential number by the normal gravity value computed on the
 MA0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0805.degrees latitude (g = 980.6199 gals.).
 MA0805
 MA0805.The modeled gravity was interpolated from observed gravity values.
 MA0805
 MA0805;                    North         East    Units  Estimated Accuracy
 MA0805;SPC PA N     -   169,760.      461,820.      MT  (+/- 180 meters Scaled)
 MA0805
 MA0805                          SUPERSEDED SURVEY CONTROL
 MA0805
 MA0805  NGVD 29 (??/??/92)  338.916  (m)         1111.93   (f) ADJ UNCH    1 2
 MA0805
 MA0805.Superseded values are not recommended for survey control.
 MA0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0805.See file dsdata.txt to determine how the superseded data were derived.
 MA0805
 MA0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG323158(NAD 83)
 MA0805_MARKER: DD = SURVEY DISK
 MA0805_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0805_SP_SET: ABUTMENT
 MA0805_STAMPING: 1112.09
 MA0805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0805
 MA0805  HISTORY     - Date     Condition        Report By
 MA0805  HISTORY     - UNK      MONUMENTED       PADH
 MA0805  HISTORY     - 1941     GOOD             NGS
 MA0805  HISTORY     - 20031011 GOOD             USPSQD
 MA0805
 MA0805                          STATION DESCRIPTION
 MA0805
 MA0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MA0805'AT TIDIOUTE.
 MA0805'AT TIDIOUTE, WARREN COUNTY, AT A HIGHWAY BRIDGE OVER TIDIOUTE
 MA0805'CREEK, IN THE SOUTH END OF THE WEST ABUTMENT, 81 FEET WEST OF THE
 MA0805'NORTHWEST CORNER OF THE FIRE STATION, AND 16.8 FEET WEST OF THE
 MA0805'CENTER LINE OF THE STREET.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS
 MA0805'STANDARD DISK, STAMPED 1112.09.
 MA0805
 MA0805                          STATION RECOVERY (2003)
 MA0805
 MA0805'RECOVERY NOTE BY US POWER SQUADRON 2003 (DW)
 MA0805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0149 ***********************************************************************
 MA0149  DESIGNATION -  1113
 MA0149  PID         -  MA0149
 MA0149  STATE/COUNTY-  PA/CLEARFIELD
 MA0149  USGS QUAD   -  CLEARFIELD (1981)
 MA0149
 MA0149                         *CURRENT SURVEY CONTROL
 MA0149  ___________________________________________________________________
 MA0149* NAD 83(1986)-  41 01 36.     (N)    078 26 17.     (W)     SCALED    
 MA0149* NAVD 88     -       339.024  (meters)    1112.28   (feet)  ADJUSTED  
 MA0149  ___________________________________________________________________
 MA0149  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 MA0149  DYNAMIC HT  -         338.864 (meters)    1111.76  (feet)  COMP
 MA0149  MODELED GRAV-     980,142.7   (mgal)                       NAVD 88
 MA0149
 MA0149  VERT ORDER  -  SECOND    CLASS 0
 MA0149
 MA0149.The horizontal coordinates were scaled from a topographic map and have
 MA0149.an estimated accuracy of +/- 6 seconds.
 MA0149
 MA0149.The orthometric height was determined by differential leveling
 MA0149.and adjusted by the National Geodetic Survey in June 1991..
 MA0149
 MA0149.The geoid height was determined by GEOID03.
 MA0149
 MA0149.The dynamic height is computed by dividing the NAVD 88
 MA0149.geopotential number by the normal gravity value computed on the
 MA0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0149.degrees latitude (g = 980.6199 gals.).
 MA0149
 MA0149.The modeled gravity was interpolated from observed gravity values.
 MA0149
 MA0149;                    North         East    Units  Estimated Accuracy
 MA0149;SPC PA N     -    95,740.      542,140.      MT  (+/- 180 meters Scaled)
 MA0149
 MA0149                          SUPERSEDED SURVEY CONTROL
 MA0149
 MA0149  NGVD 29 (??/??/92)  339.20   (m)         1112.9    (f) COMPUTED    2 0
 MA0149
 MA0149.Superseded values are not recommended for survey control.
 MA0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0149.See file dsdata.txt to determine how the superseded data were derived.
 MA0149
 MA0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF153448(NAD 83)
 MA0149_MARKER: DD = SURVEY DISK
 MA0149_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0149_SP_SET: ABUTMENT COPING
 MA0149_STAMPING: 1113 PITTSBURGH
 MA0149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0149
 MA0149  HISTORY     - Date     Condition        Report By
 MA0149  HISTORY     - UNK      MONUMENTED       USGS
 MA0149  HISTORY     - 1966     GOOD             NGS
 MA0149
 MA0149                          STATION DESCRIPTION
 MA0149
 MA0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MA0149'0.1 MI S FROM CLEARFIELD.
 MA0149'ABOUT 4 MAN-HOURS WERE SPENT IN SEARCHING FOR THIS MARK BUT IT
 MA0149'WAS NOT RECOVERED.  SEVERAL OTHER BRIDGES WERE INSPECTED NEAR
 MA0149'THE DESCRIBED LOCATION OF THIS MARK.  NOTE-- CLEARFIELD, 0.1
 MA0149'MILE SOUTH OF OFFICE OF NYC AND HRR STATION HIGHWAY BRIDGE OVER
 MA0149'SUSQUEHANNA RIVER IN COPING OF NORTHEAST WING ABUTMENT.  AN
 MA0149'ALUMINUM TABLET, STAMPED 1113 PITTSBURGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0804 ***********************************************************************
 MA0804  DESIGNATION -  1114.33
 MA0804  PID         -  MA0804
 MA0804  STATE/COUNTY-  PA/WARREN
 MA0804  USGS QUAD   -  TIDIOUTE (1977)
 MA0804
 MA0804                         *CURRENT SURVEY CONTROL
 MA0804  ___________________________________________________________________
 MA0804* NAD 83(1986)-  41 41 00.     (N)    079 24 18.     (W)     SCALED    
 MA0804* NAVD 88     -       339.434  (meters)    1113.63   (feet)  ADJUSTED  
 MA0804  ___________________________________________________________________
 MA0804  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MA0804  DYNAMIC HT  -         339.294 (meters)    1113.17  (feet)  COMP
 MA0804  MODELED GRAV-     980,201.0   (mgal)                       NAVD 88
 MA0804
 MA0804  VERT ORDER  -  FIRST     CLASS II
 MA0804
 MA0804.The horizontal coordinates were scaled from a topographic map and have
 MA0804.an estimated accuracy of +/- 6 seconds.
 MA0804
 MA0804.The orthometric height was determined by differential leveling
 MA0804.and adjusted by the National Geodetic Survey in June 1991..
 MA0804
 MA0804.The geoid height was determined by GEOID03.
 MA0804
 MA0804.The dynamic height is computed by dividing the NAVD 88
 MA0804.geopotential number by the normal gravity value computed on the
 MA0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0804.degrees latitude (g = 980.6199 gals.).
 MA0804
 MA0804.The modeled gravity was interpolated from observed gravity values.
 MA0804
 MA0804;                    North         East    Units  Estimated Accuracy
 MA0804;SPC PA N     -   169,750.      462,220.      MT  (+/- 180 meters Scaled)
 MA0804
 MA0804                          SUPERSEDED SURVEY CONTROL
 MA0804
 MA0804  NGVD 29 (??/??/92)  339.604  (m)         1114.18   (f) ADJ UNCH    1 2
 MA0804
 MA0804.Superseded values are not recommended for survey control.
 MA0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0804.See file dsdata.txt to determine how the superseded data were derived.
 MA0804
 MA0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG327158(NAD 83)
 MA0804_MARKER: DD = SURVEY DISK
 MA0804_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0804_SP_SET: ABUTMENT
 MA0804_STAMPING: 1114.33
 MA0804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0804
 MA0804  HISTORY     - Date     Condition        Report By
 MA0804  HISTORY     - UNK      MONUMENTED       PADH
 MA0804  HISTORY     - 1941     GOOD             NGS
 MA0804  HISTORY     - 1959     GOOD             NGS
 MA0804  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 MA0804
 MA0804                          STATION DESCRIPTION
 MA0804
 MA0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MA0804'IN TIDIOUTE.
 MA0804'IN THE NORTHEAST PART OF TIDIOUTE, WARREN COUNTY, AT A HIGHWAY
 MA0804'BRIDGE, IN THE EAST END OF THE NORTH ABUTMENT, ABOUT 550 FEET
 MA0804'WEST OF A 2-STORY BRICK SCHOOL BUILDING, ABOUT 350 FEET WEST OF
 MA0804'A LONG CONCRETE TILE BUILDING SOUTH OF THE HIGHWAY, AND 19.5
 MA0804'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A PENNSYLVANIA
 MA0804'DEPARTMENT OF HIGHWAYS STANDARD DISK, STAMPED 1114.33.
 MA0804
 MA0804                          STATION RECOVERY (1959)
 MA0804
 MA0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 MA0804'RECOVERED IN GOOD CONDITION.
 MA0804
 MA0804                          STATION RECOVERY (2003)
 MA0804
 MA0804'RECOVERY NOTE BY US POWER SQUADRON 2003 (RA)
 MA0804'NEW BRIDGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1540 ***********************************************************************
 MA1540  DESIGNATION -  1117.34
 MA1540  PID         -  MA1540
 MA1540  STATE/COUNTY-  PA/VENANGO
 MA1540  USGS QUAD   -  TITUSVILLE SOUTH (1977)
 MA1540
 MA1540                         *CURRENT SURVEY CONTROL
 MA1540  ___________________________________________________________________
 MA1540* NAD 83(1986)-  41 33 15.     (N)    079 39 05.     (W)     SCALED    
 MA1540* NAVD 88     -       340.211  (meters)    1116.18   (feet)  ADJUSTED  
 MA1540  ___________________________________________________________________
 MA1540  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 MA1540  DYNAMIC HT  -         340.059 (meters)    1115.68  (feet)  COMP
 MA1540  MODELED GRAV-     980,169.4   (mgal)                       NAVD 88
 MA1540
 MA1540  VERT ORDER  -  SECOND    CLASS 0
 MA1540
 MA1540.The horizontal coordinates were scaled from a topographic map and have
 MA1540.an estimated accuracy of +/- 6 seconds.
 MA1540
 MA1540.The orthometric height was determined by differential leveling
 MA1540.and adjusted by the National Geodetic Survey in June 1991..
 MA1540
 MA1540.The geoid height was determined by GEOID03.
 MA1540
 MA1540.The dynamic height is computed by dividing the NAVD 88
 MA1540.geopotential number by the normal gravity value computed on the
 MA1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1540.degrees latitude (g = 980.6199 gals.).
 MA1540
 MA1540.The modeled gravity was interpolated from observed gravity values.
 MA1540
 MA1540;                    North         East    Units  Estimated Accuracy
 MA1540;SPC PA N     -   155,830.      441,390.      MT  (+/- 180 meters Scaled)
 MA1540
 MA1540                          SUPERSEDED SURVEY CONTROL
 MA1540
 MA1540  NGVD 29 (??/??/92)  340.372  (m)         1116.70   (f) ADJ UNCH    2 0
 MA1540
 MA1540.Superseded values are not recommended for survey control.
 MA1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1540.See file dsdata.txt to determine how the superseded data were derived.
 MA1540
 MA1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG124011(NAD 83)
 MA1540_MARKER: B = BOLT
 MA1540_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1540_SP_SET: BRIDGE
 MA1540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1540
 MA1540  HISTORY     - Date     Condition        Report By
 MA1540  HISTORY     - UNK      MONUMENTED       PRR
 MA1540  HISTORY     - 1935     GOOD             NGS
 MA1540
 MA1540                          STATION DESCRIPTION
 MA1540
 MA1540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1540'0.8 MI S FROM MILLER FARM.
 MA1540'0.8 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA1540'AT MILLER FARM, VENANGO COUNTY, ABOUT 229 YARDS NORTH OF MILEPOST
 MA1540'127, AT BRIDGE 126.87, IN THE TOP OF THE CENTER OF THE EAST
 MA1540'CONCRETE HEAD WALL, 10 FEET EAST OF THE CENTER LINE OF THE
 MA1540'TRACK, AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.  A COPPER
 MA1540'BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0183 ***********************************************************************
 MA0183  DESIGNATION -  112
 MA0183  PID         -  MA0183
 MA0183  STATE/COUNTY-  PA/CAMERON
 MA0183  USGS QUAD   -  DRIFTWOOD (1988)
 MA0183
 MA0183                         *CURRENT SURVEY CONTROL
 MA0183  ___________________________________________________________________
 MA0183* NAD 83(1986)-  41 21 28.     (N)    078 14 39.     (W)     SCALED    
 MA0183* NAVD 88     -       276.670  (meters)     907.71   (feet)  ADJUSTED  
 MA0183  ___________________________________________________________________
 MA0183  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 MA0183  DYNAMIC HT  -         276.552 (meters)     907.32  (feet)  COMP
 MA0183  MODELED GRAV-     980,190.7   (mgal)                       NAVD 88
 MA0183
 MA0183  VERT ORDER  -  SECOND    CLASS 0
 MA0183
 MA0183.The horizontal coordinates were scaled from a topographic map and have
 MA0183.an estimated accuracy of +/- 6 seconds.
 MA0183
 MA0183.The orthometric height was determined by differential leveling
 MA0183.and adjusted by the National Geodetic Survey in June 1991..
 MA0183
 MA0183.The geoid height was determined by GEOID03.
 MA0183
 MA0183.The dynamic height is computed by dividing the NAVD 88
 MA0183.geopotential number by the normal gravity value computed on the
 MA0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0183.degrees latitude (g = 980.6199 gals.).
 MA0183
 MA0183.The modeled gravity was interpolated from observed gravity values.
 MA0183
 MA0183;                    North         East    Units  Estimated Accuracy
 MA0183;SPC PA N     -   132,400.      558,650.      MT  (+/- 180 meters Scaled)
 MA0183
 MA0183                          SUPERSEDED SURVEY CONTROL
 MA0183
 MA0183  NGVD 29 (??/??/92)  276.839  (m)          908.26   (f) ADJ UNCH    2 0
 MA0183
 MA0183.Superseded values are not recommended for survey control.
 MA0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0183.See file dsdata.txt to determine how the superseded data were derived.
 MA0183
 MA0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF305821(NAD 83)
 MA0183_MARKER: Q = CHISELED SQUARE
 MA0183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0183_SP_SET: CULVERT
 MA0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0183
 MA0183  HISTORY     - Date     Condition        Report By
 MA0183  HISTORY     - UNK      MONUMENTED       PRR
 MA0183  HISTORY     - 1934     GOOD             NGS
 MA0183
 MA0183                          STATION DESCRIPTION
 MA0183
 MA0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0183'7.9 MI W FROM DRIFTWOOD.
 MA0183'ABOUT 7.9 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0183'DRIFTWOOD, CAMERON COUNTY, ABOUT 1.7 MILES WEST OF MILLER,
 MA0183'ABOUT 150 FEET EAST OF MILEPOST 8, ON THE TOP OF THE NORTH END
 MA0183'OF A STONE CULVERT, 30 FEET NORTH OF THE CENTER LINE OF THE
 MA0183'TRACK, AND ABOUT 8 FEET LOWER THAN THE TOP OF THE RAIL.  A
 MA0183'CHISELED SQUARE, MARKED BY THE CHISELED LETTERS BM 112.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0278 ***********************************************************************
 MA0278  DESIGNATION -  112 DRD
 MA0278  PID         -  MA0278
 MA0278  STATE/COUNTY-  PA/CLEARFIELD
 MA0278  USGS QUAD   -  LECONTES MILLS (1986)
 MA0278
 MA0278                         *CURRENT SURVEY CONTROL
 MA0278  ___________________________________________________________________
 MA0278* NAD 83(1986)-  41 00 56.     (N)    078 19 22.     (W)     SCALED    
 MA0278* NAVD 88     -       481.859  (meters)    1580.90   (feet)  ADJUSTED  
 MA0278  ___________________________________________________________________
 MA0278  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 MA0278  DYNAMIC HT  -         481.621 (meters)    1580.12  (feet)  COMP
 MA0278  MODELED GRAV-     980,114.2   (mgal)                       NAVD 88
 MA0278
 MA0278  VERT ORDER  -  SECOND    CLASS 0
 MA0278
 MA0278.The horizontal coordinates were scaled from a topographic map and have
 MA0278.an estimated accuracy of +/- 6 seconds.
 MA0278
 MA0278.The orthometric height was determined by differential leveling
 MA0278.and adjusted by the National Geodetic Survey in June 1991..
 MA0278
 MA0278.The geoid height was determined by GEOID03.
 MA0278
 MA0278.The dynamic height is computed by dividing the NAVD 88
 MA0278.geopotential number by the normal gravity value computed on the
 MA0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0278.degrees latitude (g = 980.6199 gals.).
 MA0278
 MA0278.The modeled gravity was interpolated from observed gravity values.
 MA0278
 MA0278;                    North         East    Units  Estimated Accuracy
 MA0278;SPC PA N     -    94,430.      551,820.      MT  (+/- 180 meters Scaled)
 MA0278
 MA0278                          SUPERSEDED SURVEY CONTROL
 MA0278
 MA0278  NGVD 29 (??/??/92)  482.010  (m)         1581.39   (f) ADJ UNCH    2 0
 MA0278
 MA0278.Superseded values are not recommended for survey control.
 MA0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0278.See file dsdata.txt to determine how the superseded data were derived.
 MA0278
 MA0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF251439(NAD 83)
 MA0278_MARKER: DD = SURVEY DISK
 MA0278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0278_SP_SET: RETAINING WALL
 MA0278_STAMPING: 112 DRD 1581 1958
 MA0278_MAGNETIC: N = NO MAGNETIC MATERIAL
 MA0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0278
 MA0278  HISTORY     - Date     Condition        Report By
 MA0278  HISTORY     - 1958     MONUMENTED       USGS
 MA0278  HISTORY     - 1959     GOOD             NGS
 MA0278  HISTORY     - 19970616 GOOD             GWINEN
 MA0278
 MA0278                          STATION DESCRIPTION
 MA0278
 MA0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MA0278'8.6 MI E FROM CLEARFIELD.
 MA0278'7.0 MILE SOUTHEAST ALONG U.S. 322 FROM THE POST OFFICE AT
 MA0278'CLEARFIELD, THENCE 0.8 MILE NORTH ON STATE HIGHWAY 970, THENCE
 MA0278'0.75 MILE NORTHEAST ON A BLACKTOP ROAD, SET VERTICAL IN THE
 MA0278'SOUTHWEST FACE OF A BRICK RETAINING WALL ON THE SOUTHEAST SIDE OF
 MA0278'THE BRADFORD TWP GARAGE, 3 1/2 FEET SOUTHEAST OF THE SOUTH CORNER
 MA0278'OF THE TWP BUILDING, 80 FEET EAST OF THE JUNCTION OF BLACKTOP
 MA0278'AND GRAVEL ROAD, 33 FEET NORTHEAST OF THE CENTERLINE OF THE
 MA0278'GRAVEL ROAD, 3 FEET ABOVE THE GRAVEL ROAD.
 MA0278
 MA0278                          STATION RECOVERY (1997)
 MA0278
 MA0278'RECOVERY NOTE BY GWIN ENGINEERS INC. 1997 (DGE)
 MA0278'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0180 ***********************************************************************
 MA0180  DESIGNATION -  113
 MA0180  PID         -  MA0180
 MA0180  STATE/COUNTY-  PA/CAMERON
 MA0180  USGS QUAD   -  DRIFTWOOD (1988)
 MA0180
 MA0180                         *CURRENT SURVEY CONTROL
 MA0180  ___________________________________________________________________
 MA0180* NAD 83(1986)-  41 21 00.     (N)    078 13 20.     (W)     SCALED    
 MA0180* NAVD 88     -       272.504  (meters)     894.04   (feet)  ADJUSTED  
 MA0180  ___________________________________________________________________
 MA0180  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 MA0180  DYNAMIC HT  -         272.387 (meters)     893.66  (feet)  COMP
 MA0180  MODELED GRAV-     980,185.8   (mgal)                       NAVD 88
 MA0180
 MA0180  VERT ORDER  -  SECOND    CLASS 0
 MA0180
 MA0180.The horizontal coordinates were scaled from a topographic map and have
 MA0180.an estimated accuracy of +/- 6 seconds.
 MA0180
 MA0180.The orthometric height was determined by differential leveling
 MA0180.and adjusted by the National Geodetic Survey in June 1991..
 MA0180
 MA0180.The geoid height was determined by GEOID03.
 MA0180
 MA0180.The dynamic height is computed by dividing the NAVD 88
 MA0180.geopotential number by the normal gravity value computed on the
 MA0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0180.degrees latitude (g = 980.6199 gals.).
 MA0180
 MA0180.The modeled gravity was interpolated from observed gravity values.
 MA0180
 MA0180;                    North         East    Units  Estimated Accuracy
 MA0180;SPC PA N     -   131,520.      560,480.      MT  (+/- 180 meters Scaled)
 MA0180
 MA0180                          SUPERSEDED SURVEY CONTROL
 MA0180
 MA0180  NGVD 29 (??/??/92)  272.674  (m)          894.60   (f) ADJ UNCH    2 0
 MA0180
 MA0180.Superseded values are not recommended for survey control.
 MA0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0180.See file dsdata.txt to determine how the superseded data were derived.
 MA0180
 MA0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF323813(NAD 83)
 MA0180_MARKER: Z = SEE DESCRIPTION
 MA0180_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0180_SP_SET: ABUTMENT
 MA0180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0180
 MA0180  HISTORY     - Date     Condition        Report By
 MA0180  HISTORY     - UNK      MONUMENTED       PRR
 MA0180  HISTORY     - 1934     GOOD             NGS
 MA0180
 MA0180                          STATION DESCRIPTION
 MA0180
 MA0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0180'6.2 MI W FROM DRIFTWOOD.
 MA0180'ABOUT 6.2 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0180'DRIFTWOOD, CAMERON COUNTY, AT MILLER, ABOUT 1,900 FEET WEST
 MA0180'OF MILEPOST 6, AT BRIDGE 103.64, IN THE TOP OF THE NORTH END OF
 MA0180'THE EAST STONE ABUTMENT, 15 FEET NORTH OF THE CENTER LINE OF
 MA0180'THE TRACK, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.  A
 MA0180'COPPER PLUG, MARKED BY THE CHISELED LETTERS BM 113.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0283 ***********************************************************************
 MA0283  DESIGNATION -  113 DRD
 MA0283  PID         -  MA0283
 MA0283  STATE/COUNTY-  PA/CLEARFIELD
 MA0283  USGS QUAD   -  LECONTES MILLS (1986)
 MA0283
 MA0283                         *CURRENT SURVEY CONTROL
 MA0283  ___________________________________________________________________
 MA0283* NAD 83(1986)-  41 00 40.     (N)    078 17 33.     (W)     SCALED    
 MA0283* NAVD 88     -       513.489  (meters)    1684.67   (feet)  ADJUSTED  
 MA0283  ___________________________________________________________________
 MA0283  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 MA0283  DYNAMIC HT  -         513.234 (meters)    1683.84  (feet)  COMP
 MA0283  MODELED GRAV-     980,111.7   (mgal)                       NAVD 88
 MA0283
 MA0283  VERT ORDER  -  SECOND    CLASS 0
 MA0283
 MA0283.The horizontal coordinates were scaled from a topographic map and have
 MA0283.an estimated accuracy of +/- 6 seconds.
 MA0283
 MA0283.The orthometric height was determined by differential leveling
 MA0283.and adjusted by the National Geodetic Survey in June 1991..
 MA0283
 MA0283.The geoid height was determined by GEOID03.
 MA0283
 MA0283.The dynamic height is computed by dividing the NAVD 88
 MA0283.geopotential number by the normal gravity value computed on the
 MA0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0283.degrees latitude (g = 980.6199 gals.).
 MA0283
 MA0283.The modeled gravity was interpolated from observed gravity values.
 MA0283
 MA0283;                    North         East    Units  Estimated Accuracy
 MA0283;SPC PA N     -    93,920.      554,370.      MT  (+/- 180 meters Scaled)
 MA0283
 MA0283                          SUPERSEDED SURVEY CONTROL
 MA0283
 MA0283  NGVD 29 (??/??/92)  513.640  (m)         1685.17   (f) ADJ UNCH    2 0
 MA0283
 MA0283.Superseded values are not recommended for survey control.
 MA0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0283.See file dsdata.txt to determine how the superseded data were derived.
 MA0283
 MA0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF276435(NAD 83)
 MA0283_MARKER: DD = SURVEY DISK
 MA0283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0283_SP_SET: CULVERT
 MA0283_STAMPING: 113DRD1685 1958
 MA0283_MAGNETIC: N = NO MAGNETIC MATERIAL
 MA0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0283
 MA0283  HISTORY     - Date     Condition        Report By
 MA0283  HISTORY     - 1958     MONUMENTED       USGS
 MA0283  HISTORY     - 1959     GOOD             NGS
 MA0283  HISTORY     - 19970616 GOOD             GWINEN
 MA0283  HISTORY     - 19981001 POOR             PADT
 MA0283
 MA0283                          STATION DESCRIPTION
 MA0283
 MA0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MA0283'11.4 MI E FROM CLEARFIELD.
 MA0283'9 MILE SOUTHEAST ALONG U.S. 322 FROM THE POST OFFICE IN CLEARFIELD,
 MA0283'THENCE 0.2 MILE EAST ON STATE HIGHWAY 153, THENCE 2.2 MILE
 MA0283'NORTHEAST ON A BLACKTOP ROAD, SET IN TOP, CENTER, OF A HEADWALL,
 MA0283'WITH WINGWALL, OF A 2 FOOT CULVERT UNDER THE BLACKTOP ROAD, 13
 MA0283'FEET NORTH OF THE CENTERLINE OF A DRIVE TO A GARAGE, 34 FEET
 MA0283'SOUTH OF THE CENTERLINE OF A GRAVEL ROAD WEST, 18 FEET WEST OF THE
 MA0283'CENTERLINE OF THE BLACKTOP ROAD, AND ABOUT LEVEL WITH THE ROAD.
 MA0283
 MA0283                          STATION RECOVERY (1997)
 MA0283
 MA0283'RECOVERY NOTE BY GWIN ENGINEERS INC. 1997 (DGE)
 MA0283'GOOD.
 MA0283
 MA0283                          STATION RECOVERY (1998)
 MA0283
 MA0283'RECOVERY NOTE BY PA DEPT OF TRANSP 1998 (SMM)
 MA0283'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0646 ***********************************************************************
 KW0646  DESIGNATION -  11+30 RDGRR
 KW0646  PID         -  KW0646
 KW0646  STATE/COUNTY-  PA/LANCASTER
 KW0646  USGS QUAD   -  EPHRATA (1992)
 KW0646
 KW0646                         *CURRENT SURVEY CONTROL
 KW0646  ___________________________________________________________________
 KW0646* NAD 83(1986)-  40 12 07.     (N)    076 09 40.     (W)     SCALED    
 KW0646* NAVD 88     -       115.485  (meters)     378.89   (feet)  POSTED    
 KW0646  ___________________________________________________________________
 KW0646  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 KW0646  DYNAMIC HT  -         115.420 (meters)     378.67  (feet)  COMP
 KW0646  MODELED GRAV-     980,100.0   (mgal)                       NAVD 88
 KW0646
 KW0646  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 KW0646
 KW0646.The horizontal coordinates were scaled from a topographic map and have
 KW0646.an estimated accuracy of +/- 6 seconds.
 KW0646
 KW0646.The orthometric height was determined by differential leveling
 KW0646.and adjusted by the National Geodetic Survey in 1992..
 KW0646.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 KW0646.rate of 3.1 thru 4.0 mm/km.
 KW0646
 KW0646.The geoid height was determined by GEOID03.
 KW0646
 KW0646.The dynamic height is computed by dividing the NAVD 88
 KW0646.geopotential number by the normal gravity value computed on the
 KW0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0646.degrees latitude (g = 980.6199 gals.).
 KW0646
 KW0646.The modeled gravity was interpolated from observed gravity values.
 KW0646
 KW0646;                    North         East    Units  Estimated Accuracy
 KW0646;SPC PA S     -    97,660.      735,270.      MT  (+/- 180 meters Scaled)
 KW0646
 KW0646                          SUPERSEDED SURVEY CONTROL
 KW0646
 KW0646  NGVD 29 (??/??/??)  115.720  (m)          379.66   (f) ADJUSTED    2 0
 KW0646
 KW0646.Superseded values are not recommended for survey control.
 KW0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0646.See file dsdata.txt to determine how the superseded data were derived.
 KW0646
 KW0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK011508(NAD 83)
 KW0646_MARKER: Q = CHISELED SQUARE
 KW0646_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0646_SP_SET: BASE
 KW0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0646
 KW0646  HISTORY     - Date     Condition        Report By
 KW0646  HISTORY     - UNK      MONUMENTED       RDGRR
 KW0646  HISTORY     - 1935     GOOD             CGS
 KW0646  HISTORY     - 20060416 MARK NOT FOUND   GEOCAC
 KW0646
 KW0646                          STATION DESCRIPTION
 KW0646
 KW0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0646'1 MI SW FROM STEVENS.
 KW0646'ABOUT 1.0 MILE SOUTHWEST ALONG THE READING CO. RAILWAY FROM THE
 KW0646'STATION AT STEVENS, LANCASTER COUNTY, ABOUT 2 POLES SOUTH OF POLE
 KW0646'11+30, ON THE TOP OF THE CONCRETE BASE OF A WHISTLE POST, AND
 KW0646'12 FEET EAST OF THE TRACK.  A CHISELED SQUARE.
 KW0646
 KW0646                          STATION RECOVERY (2006)
 KW0646
 KW0646'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0646'WHISTLE POST LOCATED BUT CORNERS ARE CHIPPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0006 ***********************************************************************
 MA0006  DESIGNATION -  1130.60
 MA0006  PID         -  MA0006
 MA0006  STATE/COUNTY-  PA/POTTER
 MA0006  USGS QUAD   -  WHARTON (1971)
 MA0006
 MA0006                         *CURRENT SURVEY CONTROL
 MA0006  ___________________________________________________________________
 MA0006* NAD 83(1986)-  41 33 22.     (N)    078 02 03.     (W)     SCALED    
 MA0006* NAVD 88     -       344.445  (meters)    1130.07   (feet)  ADJUSTED  
 MA0006  ___________________________________________________________________
 MA0006  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 MA0006  DYNAMIC HT  -         344.301 (meters)    1129.59  (feet)  COMP
 MA0006  MODELED GRAV-     980,196.7   (mgal)                       NAVD 88
 MA0006
 MA0006  VERT ORDER  -  SECOND    CLASS 0
 MA0006
 MA0006.The horizontal coordinates were scaled from a topographic map and have
 MA0006.an estimated accuracy of +/- 6 seconds.
 MA0006
 MA0006.The orthometric height was determined by differential leveling
 MA0006.and adjusted by the National Geodetic Survey in June 1991..
 MA0006
 MA0006.The geoid height was determined by GEOID03.
 MA0006
 MA0006.The dynamic height is computed by dividing the NAVD 88
 MA0006.geopotential number by the normal gravity value computed on the
 MA0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0006.degrees latitude (g = 980.6199 gals.).
 MA0006
 MA0006.The modeled gravity was interpolated from observed gravity values.
 MA0006
 MA0006;                    North         East    Units  Estimated Accuracy
 MA0006;SPC PA N     -   154,340.      576,300.      MT  (+/- 180 meters Scaled)
 MA0006
 MA0006                          SUPERSEDED SURVEY CONTROL
 MA0006
 MA0006  NGVD 29 (??/??/92)  344.604  (m)         1130.59   (f) ADJ UNCH    2 0
 MA0006
 MA0006.Superseded values are not recommended for survey control.
 MA0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0006.See file dsdata.txt to determine how the superseded data were derived.
 MA0006
 MA0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG473047(NAD 83)
 MA0006_MARKER: X = CHISELED CROSS
 MA0006_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0006_SP_SET: BRIDGE
 MA0006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0006
 MA0006  HISTORY     - Date     Condition        Report By
 MA0006  HISTORY     - UNK      MONUMENTED       USGS
 MA0006  HISTORY     - 1934     GOOD             NGS
 MA0006
 MA0006                          STATION DESCRIPTION
 MA0006
 MA0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0006'2.2 MI N FROM WHARTON.
 MA0006'2.2 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MA0006'WHARTON, POTTER COUNTY, ABOUT 870 FEET NORTH OF MILEPOST 2,
 MA0006'AT THE BRIDGE OVER NELSON RUN, ON THE TOP OF THE EAST END OF THE
 MA0006'NORTH STONE BACK WALL, 9 FEET EAST OF THE CENTER LINE OF THE
 MA0006'TRACK, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A
 MA0006'CHISELED CROSS IN A CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0759 ***********************************************************************
 LZ0759  DESIGNATION -  1131.4
 LZ0759  PID         -  LZ0759
 LZ0759  STATE/COUNTY-  PA/TIOGA
 LZ0759  USGS QUAD   -  TIADAGHTON (1994)
 LZ0759
 LZ0759                         *CURRENT SURVEY CONTROL
 LZ0759  ___________________________________________________________________
 LZ0759* NAD 83(1986)-  41 42 59.     (N)    077 26 41.     (W)     SCALED    
 LZ0759* NAVD 88     -       344.874  (meters)    1131.47   (feet)  ADJUSTED  
 LZ0759  ___________________________________________________________________
 LZ0759  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 LZ0759  DYNAMIC HT  -         344.722 (meters)    1130.98  (feet)  COMP
 LZ0759  MODELED GRAV-     980,172.4   (mgal)                       NAVD 88
 LZ0759
 LZ0759  VERT ORDER  -  SECOND    CLASS 0
 LZ0759
 LZ0759.The horizontal coordinates were scaled from a topographic map and have
 LZ0759.an estimated accuracy of +/- 6 seconds.
 LZ0759
 LZ0759.The orthometric height was determined by differential leveling
 LZ0759.and adjusted by the National Geodetic Survey in June 1991..
 LZ0759
 LZ0759.The geoid height was determined by GEOID03.
 LZ0759
 LZ0759.The dynamic height is computed by dividing the NAVD 88
 LZ0759.geopotential number by the normal gravity value computed on the
 LZ0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0759.degrees latitude (g = 980.6199 gals.).
 LZ0759
 LZ0759.The modeled gravity was interpolated from observed gravity values.
 LZ0759
 LZ0759;                    North         East    Units  Estimated Accuracy
 LZ0759;SPC PA N     -   172,150.      625,400.      MT  (+/- 180 meters Scaled)
 LZ0759
 LZ0759                          SUPERSEDED SURVEY CONTROL
 LZ0759
 LZ0759  NGVD 29 (??/??/92)  345.004  (m)         1131.90   (f) ADJ UNCH    2 0
 LZ0759
 LZ0759.Superseded values are not recommended for survey control.
 LZ0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0759.See file dsdata.txt to determine how the superseded data were derived.
 LZ0759
 LZ0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM966211(NAD 83)
 LZ0759_MARKER: Q = CHISELED SQUARE
 LZ0759_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0759_SP_SET: BRIDGE
 LZ0759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0759
 LZ0759  HISTORY     - Date     Condition        Report By
 LZ0759  HISTORY     - UNK      MONUMENTED       CGS
 LZ0759  HISTORY     - 1934     GOOD             NGS
 LZ0759
 LZ0759                          STATION DESCRIPTION
 LZ0759
 LZ0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0759'6.2 MI N FROM TIADAGHTON.
 LZ0759'ABOUT 6.2 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD
 LZ0759'FROM TIADAGHTON, TIOGA COUNTY, ABOUT 1,600 FEET NORTH OF MILEPOST
 LZ0759'L 117, AT CONCRETE BRIDGE 127, ON THE TOP OF THE NORTHEAST
 LZ0759'CORNER OF THE WEST HEAD WALL, 5 FEET WEST OF THE WEST RAIL,
 LZ0759'AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A CHISELED
 LZ0759'SQUARE, MARKED BY THE PAINTED LETTERS B M 1131.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0399 ***********************************************************************
 LZ0399  DESIGNATION -  1131.8
 LZ0399  PID         -  LZ0399
 LZ0399  STATE/COUNTY-  PA/LYCOMING
 LZ0399  USGS QUAD   -  BODINES (1973)
 LZ0399
 LZ0399                         *CURRENT SURVEY CONTROL
 LZ0399  ___________________________________________________________________
 LZ0399* NAD 83(1986)-  41 29 50.     (N)    076 54 07.     (W)     SCALED    
 LZ0399* NAVD 88     -       344.771  (meters)    1131.14   (feet)  ADJUSTED  
 LZ0399  ___________________________________________________________________
 LZ0399  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 LZ0399  DYNAMIC HT  -         344.616 (meters)    1130.63  (feet)  COMP
 LZ0399  MODELED GRAV-     980,164.5   (mgal)                       NAVD 88
 LZ0399
 LZ0399  VERT ORDER  -  SECOND    CLASS 0
 LZ0399
 LZ0399.The horizontal coordinates were scaled from a topographic map and have
 LZ0399.an estimated accuracy of +/- 6 seconds.
 LZ0399
 LZ0399.The orthometric height was determined by differential leveling
 LZ0399.and adjusted by the National Geodetic Survey in June 1991..
 LZ0399
 LZ0399.The geoid height was determined by GEOID03.
 LZ0399
 LZ0399.The dynamic height is computed by dividing the NAVD 88
 LZ0399.geopotential number by the normal gravity value computed on the
 LZ0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0399.degrees latitude (g = 980.6199 gals.).
 LZ0399
 LZ0399.The modeled gravity was interpolated from observed gravity values.
 LZ0399
 LZ0399;                    North         East    Units  Estimated Accuracy
 LZ0399;SPC PA N     -   148,110.      670,810.      MT  (+/- 180 meters Scaled)
 LZ0399
 LZ0399                          SUPERSEDED SURVEY CONTROL
 LZ0399
 LZ0399  NGVD 29 (??/??/92)  344.949  (m)         1131.72   (f) ADJ UNCH    2 0
 LZ0399
 LZ0399.Superseded values are not recommended for survey control.
 LZ0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0399.See file dsdata.txt to determine how the superseded data were derived.
 LZ0399
 LZ0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL412957(NAD 83)
 LZ0399_MARKER: Q = CHISELED SQUARE
 LZ0399_SETTING: 80 = SET IN A BOULDER
 LZ0399_SP_SET: BOULDER
 LZ0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0399+STABILITY: SURFACE MOTION
 LZ0399
 LZ0399  HISTORY     - Date     Condition        Report By
 LZ0399  HISTORY     - UNK      MONUMENTED       USGS
 LZ0399  HISTORY     - 1934     GOOD             NGS
 LZ0399
 LZ0399                          STATION DESCRIPTION
 LZ0399
 LZ0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0399'4.5 MI E FROM MARSH HILL JUNCTION.
 LZ0399'ABOUT 4.5 MILES EAST ALONG THE SUSQUEHANNA AND NEW YORK RAILROAD
 LZ0399'FROM MARSH HILL JUNCTION, LYCOMING COUNTY, ABOUT 500 FEET WEST
 LZ0399'OF MILEPOST 39, 15 FEET NORTH OF THE NORTH RAIL, ON THE EAST SIDE
 LZ0399'OF A 6- BY 15-FOOT BOULDER, AND ABOUT 7 FEET ABOVE THE TOP OF THE
 LZ0399'RAIL.  A CHISELED SQUARE, MARKED U.S.B.M. 1131.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0264 ***********************************************************************
 MB0264  DESIGNATION -  1133
 MB0264  PID         -  MB0264
 MB0264  STATE/COUNTY-  PA/MERCER
 MB0264  USGS QUAD   -  MERCER (1990)
 MB0264
 MB0264                         *CURRENT SURVEY CONTROL
 MB0264  ___________________________________________________________________
 MB0264* NAD 83(1986)-  41 14 49.     (N)    080 10 53.     (W)     SCALED    
 MB0264* NAVD 88     -       345.012  (meters)    1131.93   (feet)  ADJUSTED  
 MB0264  ___________________________________________________________________
 MB0264  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 MB0264  DYNAMIC HT  -         344.855 (meters)    1131.41  (feet)  COMP
 MB0264  MODELED GRAV-     980,159.5   (mgal)                       NAVD 88
 MB0264
 MB0264  VERT ORDER  -  SECOND    CLASS 0
 MB0264
 MB0264.The horizontal coordinates were scaled from a topographic map and have
 MB0264.an estimated accuracy of +/- 6 seconds.
 MB0264
 MB0264.The orthometric height was determined by differential leveling
 MB0264.and adjusted by the National Geodetic Survey in June 1991..
 MB0264
 MB0264.The geoid height was determined by GEOID03.
 MB0264
 MB0264.The dynamic height is computed by dividing the NAVD 88
 MB0264.geopotential number by the normal gravity value computed on the
 MB0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0264.degrees latitude (g = 980.6199 gals.).
 MB0264
 MB0264.The modeled gravity was interpolated from observed gravity values.
 MB0264
 MB0264;                    North         East    Units  Estimated Accuracy
 MB0264;SPC PA N     -   122,830.      396,240.      MT  (+/- 180 meters Scaled)
 MB0264
 MB0264                          SUPERSEDED SURVEY CONTROL
 MB0264
 MB0264  NGVD 29 (??/??/92)  345.171  (m)         1132.45   (f) ADJ UNCH    2 0
 MB0264
 MB0264.Superseded values are not recommended for survey control.
 MB0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0264.See file dsdata.txt to determine how the superseded data were derived.
 MB0264
 MB0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF685664(NAD 83)
 MB0264_MARKER: DD = SURVEY DISK
 MB0264_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0264_SP_SET: BRIDGE
 MB0264_STAMPING: 1133 1908
 MB0264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0264
 MB0264  HISTORY     - Date     Condition        Report By
 MB0264  HISTORY     - 1908     MONUMENTED       USGS
 MB0264  HISTORY     - 1944     POOR             NGS
 MB0264
 MB0264                          STATION DESCRIPTION
 MB0264
 MB0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 MB0264'2.9 MI N FROM MERCER.
 MB0264'2.9 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MB0264'STATION AT MERCER, 0.4 MILE NORTH OF MILEPOST 74, AT 50-FOOT
 MB0264'STEEL-GIRDER BRIDGE 74.37, IN THE TOP OF THE EAST SIDE OF THE
 MB0264'SOUTH ABUTMENT, 14 FEET EAST OF THE EAST RAIL, AND 5 FEET LOWER
 MB0264'THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 MB0264'DISK, STAMPED 1133 1908.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0464 ***********************************************************************
 KY0464  DESIGNATION -  1134
 KY0464  PID         -  KY0464
 KY0464  STATE/COUNTY-  PA/WASHINGTON
 KY0464  USGS QUAD   -  MIDWAY (1977)
 KY0464
 KY0464                         *CURRENT SURVEY CONTROL
 KY0464  ___________________________________________________________________
 KY0464* NAD 83(1986)-  40 17 03.     (N)    080 21 19.     (W)     SCALED    
 KY0464* NAVD 88     -       345.901  (meters)    1134.84   (feet)  ADJUSTED  
 KY0464  ___________________________________________________________________
 KY0464  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KY0464  DYNAMIC HT  -         345.707 (meters)    1134.21  (feet)  COMP
 KY0464  MODELED GRAV-     980,056.6   (mgal)                       NAVD 88
 KY0464
 KY0464  VERT ORDER  -  SECOND    CLASS 0
 KY0464
 KY0464.The horizontal coordinates were scaled from a topographic map and have
 KY0464.an estimated accuracy of +/- 6 seconds.
 KY0464
 KY0464.The orthometric height was determined by differential leveling
 KY0464.and adjusted by the National Geodetic Survey in June 1991..
 KY0464
 KY0464.The geoid height was determined by GEOID03.
 KY0464
 KY0464.The dynamic height is computed by dividing the NAVD 88
 KY0464.geopotential number by the normal gravity value computed on the
 KY0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0464.degrees latitude (g = 980.6199 gals.).
 KY0464
 KY0464.The modeled gravity was interpolated from observed gravity values.
 KY0464
 KY0464;                    North         East    Units  Estimated Accuracy
 KY0464;SPC PA S     -   108,840.      378,490.      MT  (+/- 180 meters Scaled)
 KY0464
 KY0464                          SUPERSEDED SURVEY CONTROL
 KY0464
 KY0464  NGVD 29 (??/??/92)  346.041  (m)         1135.30   (f) ADJ UNCH    2 0
 KY0464
 KY0464.Superseded values are not recommended for survey control.
 KY0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0464.See file dsdata.txt to determine how the superseded data were derived.
 KY0464
 KY0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE548594(NAD 83)
 KY0464_MARKER: DD = SURVEY DISK
 KY0464_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0464_SP_SET: ABUTMENT
 KY0464_STAMPING: 1134 ADJ 1903
 KY0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0464
 KY0464  HISTORY     - Date     Condition        Report By
 KY0464  HISTORY     - 1903     MONUMENTED       USGS
 KY0464  HISTORY     - 1957     GOOD             NGS
 KY0464
 KY0464                          STATION DESCRIPTION
 KY0464
 KY0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0464'2.9 MI W FROM HICKORY.
 KY0464'ABOUT 2.9 MILES WEST ALONG STATE HIGHWAY 28 FROM THE POST
 KY0464'OFFICE AND BANK BUILDING AT HICKORY, AT TRACK LEVEL OF THE
 KY0464'PITTSBURG AND WEST VIRGINIA RAILWAY, AT WOODROW, 16 YARDS
 KY0464'SOUTHEAST OF CENTER OF RAILWAY OVERPASS OVER HIGHWAY, IN THE
 KY0464'TOP OF SOUTHWEST END OF THE NORTHWEST STONE MASONRY ABUTMENT
 KY0464'OF ABANDONED AND FILLED IN FORMER OVERPASS, 18 1/2 FEET
 KY0464'SOUTHWEST OF SOUTHWEST RAIL AND ABOUT 1 1/2 FEET BELOW LEVEL
 KY0464'OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0760 ***********************************************************************
 LZ0760  DESIGNATION -  1134.5
 LZ0760  PID         -  LZ0760
 LZ0760  STATE/COUNTY-  PA/TIOGA
 LZ0760  USGS QUAD   -  TIADAGHTON (1994)
 LZ0760
 LZ0760                         *CURRENT SURVEY CONTROL
 LZ0760  ___________________________________________________________________
 LZ0760* NAD 83(1986)-  41 43 18.     (N)    077 26 23.     (W)     SCALED    
 LZ0760* NAVD 88     -       345.807  (meters)    1134.54   (feet)  ADJUSTED  
 LZ0760  ___________________________________________________________________
 LZ0760  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 LZ0760  DYNAMIC HT  -         345.657 (meters)    1134.04  (feet)  COMP
 LZ0760  MODELED GRAV-     980,177.4   (mgal)                       NAVD 88
 LZ0760
 LZ0760  VERT ORDER  -  SECOND    CLASS 0
 LZ0760
 LZ0760.The horizontal coordinates were scaled from a topographic map and have
 LZ0760.an estimated accuracy of +/- 6 seconds.
 LZ0760
 LZ0760.The orthometric height was determined by differential leveling
 LZ0760.and adjusted by the National Geodetic Survey in June 1991..
 LZ0760
 LZ0760.The geoid height was determined by GEOID03.
 LZ0760
 LZ0760.The dynamic height is computed by dividing the NAVD 88
 LZ0760.geopotential number by the normal gravity value computed on the
 LZ0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0760.degrees latitude (g = 980.6199 gals.).
 LZ0760
 LZ0760.The modeled gravity was interpolated from observed gravity values.
 LZ0760
 LZ0760;                    North         East    Units  Estimated Accuracy
 LZ0760;SPC PA N     -   172,740.      625,820.      MT  (+/- 180 meters Scaled)
 LZ0760
 LZ0760                          SUPERSEDED SURVEY CONTROL
 LZ0760
 LZ0760  NGVD 29 (??/??/92)  345.939  (m)         1134.97   (f) ADJ UNCH    2 0
 LZ0760
 LZ0760.Superseded values are not recommended for survey control.
 LZ0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0760.See file dsdata.txt to determine how the superseded data were derived.
 LZ0760
 LZ0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM970217(NAD 83)
 LZ0760_MARKER: Q = CHISELED SQUARE
 LZ0760_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0760_SP_SET: BRIDGE
 LZ0760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0760
 LZ0760  HISTORY     - Date     Condition        Report By
 LZ0760  HISTORY     - UNK      MONUMENTED       CGS
 LZ0760  HISTORY     - 1934     GOOD             NGS
 LZ0760
 LZ0760                          STATION DESCRIPTION
 LZ0760
 LZ0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0760'2 MI S FROM ANSONIA.
 LZ0760'ABOUT 2 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LZ0760'ANSONIA, TIOGA COUNTY, ABOUT 825 FEET SOUTH OF MILEPOST L 116,
 LZ0760'AT 12-FOOT SPAN CONCRETE BRIDGE 126, ON THE TOP OF THE NORTHWEST
 LZ0760'CORNER OF THE EAST HEAD WALL, 4 FEET EAST OF THE EAST RAIL,
 LZ0760'AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.  A CHISELED
 LZ0760'SQUARE, MARKED BY THE PAINTED LETTERS B M 1134.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1542 ***********************************************************************
 MA1542  DESIGNATION -  1134.70
 MA1542  PID         -  MA1542
 MA1542  STATE/COUNTY-  PA/VENANGO
 MA1542  USGS QUAD   -  TITUSVILLE SOUTH (1977)
 MA1542
 MA1542                         *CURRENT SURVEY CONTROL
 MA1542  ___________________________________________________________________
 MA1542* NAD 83(1986)-  41 33 58.     (N)    079 39 00.     (W)     SCALED    
 MA1542* NAVD 88     -       345.525  (meters)    1133.61   (feet)  ADJUSTED  
 MA1542  ___________________________________________________________________
 MA1542  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 MA1542  DYNAMIC HT  -         345.372 (meters)    1133.11  (feet)  COMP
 MA1542  MODELED GRAV-     980,169.5   (mgal)                       NAVD 88
 MA1542
 MA1542  VERT ORDER  -  SECOND    CLASS 0
 MA1542
 MA1542.The horizontal coordinates were scaled from a topographic map and have
 MA1542.an estimated accuracy of +/- 6 seconds.
 MA1542
 MA1542.The orthometric height was determined by differential leveling
 MA1542.and adjusted by the National Geodetic Survey in June 1991..
 MA1542
 MA1542.The geoid height was determined by GEOID03.
 MA1542
 MA1542.The dynamic height is computed by dividing the NAVD 88
 MA1542.geopotential number by the normal gravity value computed on the
 MA1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1542.degrees latitude (g = 980.6199 gals.).
 MA1542
 MA1542.The modeled gravity was interpolated from observed gravity values.
 MA1542
 MA1542;                    North         East    Units  Estimated Accuracy
 MA1542;SPC PA N     -   157,150.      441,540.      MT  (+/- 180 meters Scaled)
 MA1542
 MA1542                          SUPERSEDED SURVEY CONTROL
 MA1542
 MA1542  NGVD 29 (??/??/92)  345.686  (m)         1134.14   (f) ADJ UNCH    2 0
 MA1542
 MA1542.Superseded values are not recommended for survey control.
 MA1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1542.See file dsdata.txt to determine how the superseded data were derived.
 MA1542
 MA1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG125024(NAD 83)
 MA1542_MARKER: B = BOLT
 MA1542_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1542_SP_SET: BRIDGE
 MA1542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1542
 MA1542  HISTORY     - Date     Condition        Report By
 MA1542  HISTORY     - UNK      MONUMENTED       PRR
 MA1542  HISTORY     - 1935     GOOD             NGS
 MA1542
 MA1542                          STATION DESCRIPTION
 MA1542
 MA1542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1542'5.4 MI S FROM TITUSVILLE.
 MA1542'IN VENANGO COUNTY, ABOUT 5.4 MILES SOUTH ALONG THE PENNSYLVANIA
 MA1542'RAILROAD FROM THE STATION AT TITUSVILLE, CRAWFORD COUNTY, ABOUT
 MA1542'90 FEET NORTH OF POLE 125+30, AT CONCRETE BRIDGE 125.70, IN THE
 MA1542'TOP OF THE CENTER OF THE EAST HEAD WALL, 12 FEET EAST OF THE
 MA1542'CENTER LINE OF THE TRACK, AND ABOUT LEVEL WITH THE TRACK.  A
 MA1542'COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0764 ***********************************************************************
 LZ0764  DESIGNATION -  1136
 LZ0764  PID         -  LZ0764
 LZ0764  STATE/COUNTY-  PA/TIOGA
 LZ0764  USGS QUAD   -  TIADAGHTON (1994)
 LZ0764
 LZ0764                         *CURRENT SURVEY CONTROL
 LZ0764  ___________________________________________________________________
 LZ0764* NAD 83(1986)-  41 44 47.     (N)    077 25 38.     (W)     SCALED    
 LZ0764* NAVD 88     -       346.906  (meters)    1138.14   (feet)  ADJUSTED  
 LZ0764  ___________________________________________________________________
 LZ0764  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LZ0764  DYNAMIC HT  -         346.763 (meters)    1137.67  (feet)  COMP
 LZ0764  MODELED GRAV-     980,201.2   (mgal)                       NAVD 88
 LZ0764
 LZ0764  VERT ORDER  -  SECOND    CLASS 0
 LZ0764
 LZ0764.The horizontal coordinates were scaled from a topographic map and have
 LZ0764.an estimated accuracy of +/- 6 seconds.
 LZ0764
 LZ0764.The orthometric height was determined by differential leveling
 LZ0764.and adjusted by the National Geodetic Survey in June 1991..
 LZ0764
 LZ0764.The geoid height was determined by GEOID03.
 LZ0764
 LZ0764.The dynamic height is computed by dividing the NAVD 88
 LZ0764.geopotential number by the normal gravity value computed on the
 LZ0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0764.degrees latitude (g = 980.6199 gals.).
 LZ0764
 LZ0764.The modeled gravity was interpolated from observed gravity values.
 LZ0764
 LZ0764;                    North         East    Units  Estimated Accuracy
 LZ0764;SPC PA N     -   175,490.      626,850.      MT  (+/- 180 meters Scaled)
 LZ0764
 LZ0764                          SUPERSEDED SURVEY CONTROL
 LZ0764
 LZ0764  NGVD 29 (??/??/92)  347.045  (m)         1138.60   (f) ADJ UNCH    2 0
 LZ0764
 LZ0764.Superseded values are not recommended for survey control.
 LZ0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0764.See file dsdata.txt to determine how the superseded data were derived.
 LZ0764
 LZ0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM981244(NAD 83)
 LZ0764_MARKER: DD = SURVEY DISK
 LZ0764_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0764_SP_SET: ABUTMENT
 LZ0764_STAMPING: HARRISBURG 1136
 LZ0764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0764
 LZ0764  HISTORY     - Date     Condition        Report By
 LZ0764  HISTORY     - UNK      MONUMENTED       USGS
 LZ0764  HISTORY     - 1934     GOOD             NGS
 LZ0764
 LZ0764                          STATION DESCRIPTION
 LZ0764
 LZ0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0764'AT ANSONIA.
 LZ0764'AT ANSONIA, TIOGA COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 LZ0764'ABOUT 0.3 MILE SOUTH OF THE STATION, ABOUT 900 FEET SOUTH OF
 LZ0764'MILEPOST L 114, ABOUT 20 FEET SOUTH OF A CONCRETE VIADUCT ON
 LZ0764'U.S. HIGHWAY 6, AT AN OLD HIGHWAY STEEL BRIDGE, IN THE TOP OF
 LZ0764'THE EAST ABUTMENT 1.5 FEET FROM THE NORTH END, 12 FEET NORTH
 LZ0764'OF THE CENTER LINE OF THE FINISHED GRADE, 110 FEET WEST OF THE
 LZ0764'WEST RAIL, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE FINISHED
 LZ0764'GRADE AT THE CENTER LINE.  A UNITED STATES GEOLOGICAL SURVEY
 LZ0764'STANDARD DISK, STAMPED HARRISBURG 1136.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0763 ***********************************************************************
 LZ0763  DESIGNATION -  1137.7
 LZ0763  PID         -  LZ0763
 LZ0763  STATE/COUNTY-  PA/TIOGA
 LZ0763  USGS QUAD   -  TIADAGHTON (1994)
 LZ0763
 LZ0763                         *CURRENT SURVEY CONTROL
 LZ0763  ___________________________________________________________________
 LZ0763* NAD 83(1986)-  41 44 13.     (N)    077 25 46.     (W)     SCALED    
 LZ0763* NAVD 88     -       346.788  (meters)    1137.75   (feet)  ADJUSTED  
 LZ0763  ___________________________________________________________________
 LZ0763  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 LZ0763  DYNAMIC HT  -         346.642 (meters)    1137.27  (feet)  COMP
 LZ0763  MODELED GRAV-     980,192.2   (mgal)                       NAVD 88
 LZ0763
 LZ0763  VERT ORDER  -  SECOND    CLASS 0
 LZ0763
 LZ0763.The horizontal coordinates were scaled from a topographic map and have
 LZ0763.an estimated accuracy of +/- 6 seconds.
 LZ0763
 LZ0763.The orthometric height was determined by differential leveling
 LZ0763.and adjusted by the National Geodetic Survey in June 1991..
 LZ0763
 LZ0763.The geoid height was determined by GEOID03.
 LZ0763
 LZ0763.The dynamic height is computed by dividing the NAVD 88
 LZ0763.geopotential number by the normal gravity value computed on the
 LZ0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0763.degrees latitude (g = 980.6199 gals.).
 LZ0763
 LZ0763.The modeled gravity was interpolated from observed gravity values.
 LZ0763
 LZ0763;                    North         East    Units  Estimated Accuracy
 LZ0763;SPC PA N     -   174,440.      626,670.      MT  (+/- 180 meters Scaled)
 LZ0763
 LZ0763                          SUPERSEDED SURVEY CONTROL
 LZ0763
 LZ0763  NGVD 29 (??/??/92)  346.924  (m)         1138.20   (f) ADJ UNCH    2 0
 LZ0763
 LZ0763.Superseded values are not recommended for survey control.
 LZ0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0763.See file dsdata.txt to determine how the superseded data were derived.
 LZ0763
 LZ0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM979234(NAD 83)
 LZ0763_MARKER: Q = CHISELED SQUARE
 LZ0763_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0763_SP_SET: BRIDGE
 LZ0763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0763
 LZ0763  HISTORY     - Date     Condition        Report By
 LZ0763  HISTORY     - UNK      MONUMENTED       CGS
 LZ0763  HISTORY     - 1934     GOOD             NGS
 LZ0763
 LZ0763                          STATION DESCRIPTION
 LZ0763
 LZ0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0763'0.8 MI S FROM ANSONIA.
 LZ0763'ABOUT 0.8 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LZ0763'ANSONIA, TIOGA COUNTY, ABOUT 800 FEET NORTH OF MILEPOST L 115,
 LZ0763'ABOUT 0.7 MILE SOUTH OF A CONCRETE VIADUCT ON U.S. HIGHWAY 6,
 LZ0763'AT 8-FOOT SPAN CONCRETE BRIDGE 124, ON THE TOP OF THE NORTHWEST
 LZ0763'CORNER OF THE EAST COPING, 12 FEET EAST OF THE EAST RAIL, AND ABOUT
 LZ0763'2 FEET LOWER THAN THE TOP OF THE RAIL.  A CHISELED SQUARE, MARKED
 LZ0763'BY THE PAINTED LETTERS B M 1137.7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0500 ***********************************************************************
 LZ0500  DESIGNATION -  1139 H USGS
 LZ0500  PID         -  LZ0500
 LZ0500  STATE/COUNTY-  PA/BRADFORD
 LZ0500  USGS QUAD   -  TROY (1983)
 LZ0500
 LZ0500                         *CURRENT SURVEY CONTROL
 LZ0500  ___________________________________________________________________
 LZ0500* NAD 83(1986)-  41 46 43.     (N)    076 47 20.     (W)     SCALED    
 LZ0500* NAVD 88     -       347.374  (meters)    1139.68   (feet)  ADJUSTED  
 LZ0500  ___________________________________________________________________
 LZ0500  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 LZ0500  DYNAMIC HT  -         347.231 (meters)    1139.21  (feet)  COMP
 LZ0500  MODELED GRAV-     980,199.7   (mgal)                       NAVD 88
 LZ0500
 LZ0500  VERT ORDER  -  FIRST     CLASS II
 LZ0500
 LZ0500.The horizontal coordinates were scaled from a topographic map and have
 LZ0500.an estimated accuracy of +/- 6 seconds.
 LZ0500
 LZ0500.The orthometric height was determined by differential leveling
 LZ0500.and adjusted by the National Geodetic Survey in June 1991..
 LZ0500
 LZ0500.The geoid height was determined by GEOID03.
 LZ0500
 LZ0500.The dynamic height is computed by dividing the NAVD 88
 LZ0500.geopotential number by the normal gravity value computed on the
 LZ0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0500.degrees latitude (g = 980.6199 gals.).
 LZ0500
 LZ0500.The modeled gravity was interpolated from observed gravity values.
 LZ0500
 LZ0500;                    North         East    Units  Estimated Accuracy
 LZ0500;SPC PA N     -   179,460.      679,900.      MT  (+/- 180 meters Scaled)
 LZ0500
 LZ0500                          SUPERSEDED SURVEY CONTROL
 LZ0500
 LZ0500  NGVD 29 (??/??/92)  347.515  (m)         1140.14   (f) ADJ UNCH    1 2
 LZ0500
 LZ0500.Superseded values are not recommended for survey control.
 LZ0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0500.See file dsdata.txt to determine how the superseded data were derived.
 LZ0500
 LZ0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM513267(NAD 83)
 LZ0500_MARKER: DD = SURVEY DISK
 LZ0500_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0500_SP_SET: COPING STONE
 LZ0500_STAMPING: 1139 H 1899
 LZ0500_MARK LOGO: USGS  
 LZ0500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0500
 LZ0500  HISTORY     - Date     Condition        Report By
 LZ0500  HISTORY     - 1899     MONUMENTED       USGS
 LZ0500  HISTORY     - 1933     GOOD             NGS
 LZ0500  HISTORY     - 1945     GOOD             NGS
 LZ0500  HISTORY     - 1983     GOOD             NGS
 LZ0500
 LZ0500                          STATION DESCRIPTION
 LZ0500
 LZ0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LZ0500'0.2 MI S FROM TROY.
 LZ0500'0.2 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LZ0500'STATION AT TROY, BRADFORD COUNTY, AT THE NORTH SIDE OF THE
 LZ0500'FOUNDATION OF A WATER TANK, AND IN THE TOP OF THE COPING STONE.
 LZ0500'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1139 H
 LZ0500'1899.
 LZ0500
 LZ0500                          STATION RECOVERY (1945)
 LZ0500
 LZ0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 LZ0500'RECOVERED IN GOOD CONDITION.
 LZ0500
 LZ0500                          STATION RECOVERY (1983)
 LZ0500
 LZ0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LZ0500'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN TROY, 0.2 KM
 LZ0500'(0.15 MI) EAST ALONG WILLOW STREET FROM THE POST OFFICE, THENCE 0.2 KM
 LZ0500'(0.1 MI) SOUTH ALONG AN OLD RAILROAD BED TO THE MARK ON THE RIGHT,
 LZ0500'5.79 METERS (19.0 FT) WEST OF THE CENTER OF THE RAILROAD BED,
 LZ0500'19.51 METERS (64.0 FT) WEST OF THE CENTER OF A BLACKTOP STREET,
 LZ0500'2.74 METERS (9.0 FT) WEST OF THE NORTHEAST CORNER OF AN OLD
 LZ0500'FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0762 ***********************************************************************
 LZ0762  DESIGNATION -  1139.7
 LZ0762  PID         -  LZ0762
 LZ0762  STATE/COUNTY-  PA/TIOGA
 LZ0762  USGS QUAD   -  TIADAGHTON (1994)
 LZ0762
 LZ0762                         *CURRENT SURVEY CONTROL
 LZ0762  ___________________________________________________________________
 LZ0762* NAD 83(1986)-  41 43 51.     (N)    077 25 42.     (W)     SCALED    
 LZ0762* NAVD 88     -       347.416  (meters)    1139.81   (feet)  ADJUSTED  
 LZ0762  ___________________________________________________________________
 LZ0762  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 LZ0762  DYNAMIC HT  -         347.267 (meters)    1139.33  (feet)  COMP
 LZ0762  MODELED GRAV-     980,186.3   (mgal)                       NAVD 88
 LZ0762
 LZ0762  VERT ORDER  -  SECOND    CLASS 0
 LZ0762
 LZ0762.The horizontal coordinates were scaled from a topographic map and have
 LZ0762.an estimated accuracy of +/- 6 seconds.
 LZ0762
 LZ0762.The orthometric height was determined by differential leveling
 LZ0762.and adjusted by the National Geodetic Survey in June 1991..
 LZ0762
 LZ0762.The geoid height was determined by GEOID03.
 LZ0762
 LZ0762.The dynamic height is computed by dividing the NAVD 88
 LZ0762.geopotential number by the normal gravity value computed on the
 LZ0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0762.degrees latitude (g = 980.6199 gals.).
 LZ0762
 LZ0762.The modeled gravity was interpolated from observed gravity values.
 LZ0762
 LZ0762;                    North         East    Units  Estimated Accuracy
 LZ0762;SPC PA N     -   173,760.      626,760.      MT  (+/- 180 meters Scaled)
 LZ0762
 LZ0762                          SUPERSEDED SURVEY CONTROL
 LZ0762
 LZ0762  NGVD 29 (??/??/92)  347.550  (m)         1140.25   (f) ADJ UNCH    2 0
 LZ0762
 LZ0762.Superseded values are not recommended for survey control.
 LZ0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0762.See file dsdata.txt to determine how the superseded data were derived.
 LZ0762
 LZ0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM980227(NAD 83)
 LZ0762_MARKER: B = BOLT
 LZ0762_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0762_SP_SET: BRIDGE
 LZ0762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0762
 LZ0762  HISTORY     - Date     Condition        Report By
 LZ0762  HISTORY     - UNK      MONUMENTED       USGS
 LZ0762  HISTORY     - 1934     GOOD             NGS
 LZ0762
 LZ0762                          STATION DESCRIPTION
 LZ0762
 LZ0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0762'1.1 MI S FROM ANSONIA.
 LZ0762'ABOUT 1.1 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LZ0762'ANSONIA, TIOGA COUNTY, ABOUT 1,100 FEET SOUTH OF MILEPOST L
 LZ0762'115, ABOUT 45 FEET NORTHWEST OF THE DARLING RUN WATER TANK, AT
 LZ0762'40-FOOT SPAN CONCRETE BRIDGE 125, IN THE TOP OF THE SOUTH END OF
 LZ0762'THE WEST COPING, AND 5.5 FEET WEST OF THE WEST RAIL.  AN IRON
 LZ0762'BOLT, MARKED BY THE PAINTED LETTERS B M 1139.7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0179 ***********************************************************************
 MA0179  DESIGNATION -  114
 MA0179  PID         -  MA0179
 MA0179  STATE/COUNTY-  PA/CAMERON
 MA0179  USGS QUAD   -  DRIFTWOOD (1988)
 MA0179
 MA0179                         *CURRENT SURVEY CONTROL
 MA0179  ___________________________________________________________________
 MA0179* NAD 83(1986)-  41 20 11.     (N)    078 11 53.     (W)     SCALED    
 MA0179* NAVD 88     -       266.097  (meters)     873.02   (feet)  ADJUSTED  
 MA0179  ___________________________________________________________________
 MA0179  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 MA0179  DYNAMIC HT  -         265.980 (meters)     872.64  (feet)  COMP
 MA0179  MODELED GRAV-     980,179.6   (mgal)                       NAVD 88
 MA0179
 MA0179  VERT ORDER  -  SECOND    CLASS 0
 MA0179
 MA0179.The horizontal coordinates were scaled from a topographic map and have
 MA0179.an estimated accuracy of +/- 6 seconds.
 MA0179
 MA0179.The orthometric height was determined by differential leveling
 MA0179.and adjusted by the National Geodetic Survey in June 1991..
 MA0179
 MA0179.The geoid height was determined by GEOID03.
 MA0179
 MA0179.The dynamic height is computed by dividing the NAVD 88
 MA0179.geopotential number by the normal gravity value computed on the
 MA0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0179.degrees latitude (g = 980.6199 gals.).
 MA0179
 MA0179.The modeled gravity was interpolated from observed gravity values.
 MA0179
 MA0179;                    North         East    Units  Estimated Accuracy
 MA0179;SPC PA N     -   130,000.      562,500.      MT  (+/- 180 meters Scaled)
 MA0179
 MA0179                          SUPERSEDED SURVEY CONTROL
 MA0179
 MA0179  NGVD 29 (??/??/92)  266.267  (m)          873.58   (f) ADJ UNCH    2 0
 MA0179
 MA0179.Superseded values are not recommended for survey control.
 MA0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0179.See file dsdata.txt to determine how the superseded data were derived.
 MA0179
 MA0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF344798(NAD 83)
 MA0179_MARKER: B = BOLT
 MA0179_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0179_SP_SET: BRIDGE
 MA0179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0179
 MA0179  HISTORY     - Date     Condition        Report By
 MA0179  HISTORY     - UNK      MONUMENTED       PRR
 MA0179  HISTORY     - 1934     GOOD             NGS
 MA0179
 MA0179                          STATION DESCRIPTION
 MA0179
 MA0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0179'4.4 MI W FROM DRIFTWOOD.
 MA0179'ABOUT 4.4 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0179'DRIFTWOOD, CAMERON COUNTY, AT MIX RUN, AT BRIDGE 105.49, IN THE
 MA0179'TOP OF THE SOUTHWEST STONE WING WALL, 11 FEET NORTH OF THE CENTER
 MA0179'LINE OF THE TRACK, AND ABOUT 1 FOOT HIGHER THAN THE TOP OF THE
 MA0179'RAIL.  A COPPER BOLT, MARKED BY THE CHISELED LETTERS BM 114.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0037 ***********************************************************************
 KX0037  DESIGNATION -  114
 KX0037  PID         -  KX0037
 KX0037  STATE/COUNTY-  PA/BLAIR
 KX0037  USGS QUAD   -  TIPTON (1988)
 KX0037
 KX0037                         *CURRENT SURVEY CONTROL
 KX0037  ___________________________________________________________________
 KX0037* NAD 83(1986)-  40 38 08.     (N)    078 17 44.     (W)     SCALED    
 KX0037* NAVD 88     -       302.668  (meters)     993.00   (feet)  ADJUSTED  
 KX0037  ___________________________________________________________________
 KX0037  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KX0037  DYNAMIC HT  -         302.511 (meters)     992.49  (feet)  COMP
 KX0037  MODELED GRAV-     980,099.8   (mgal)                       NAVD 88
 KX0037
 KX0037  VERT ORDER  -  FIRST     CLASS II
 KX0037
 KX0037.The horizontal coordinates were scaled from a topographic map and have
 KX0037.an estimated accuracy of +/- 6 seconds.
 KX0037
 KX0037.The orthometric height was determined by differential leveling
 KX0037.and adjusted by the National Geodetic Survey in June 1991..
 KX0037
 KX0037.The geoid height was determined by GEOID03.
 KX0037
 KX0037.The dynamic height is computed by dividing the NAVD 88
 KX0037.geopotential number by the normal gravity value computed on the
 KX0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0037.degrees latitude (g = 980.6199 gals.).
 KX0037
 KX0037.The modeled gravity was interpolated from observed gravity values.
 KX0037
 KX0037;                    North         East    Units  Estimated Accuracy
 KX0037;SPC PA S     -   144,740.      553,850.      MT  (+/- 180 meters Scaled)
 KX0037
 KX0037                          SUPERSEDED SURVEY CONTROL
 KX0037
 KX0037  NGVD 29 (??/??/92)  302.83   (m)          993.5    (f) COMPUTED    1 2
 KX0037
 KX0037.Superseded values are not recommended for survey control.
 KX0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0037.See file dsdata.txt to determine how the superseded data were derived.
 KX0037
 KX0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF287018(NAD 83)
 KX0037_MARKER: Q = CHISELED SQUARE
 KX0037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0037_SP_SET: BUILDING
 KX0037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0037
 KX0037  HISTORY     - Date     Condition        Report By
 KX0037  HISTORY     - UNK      MONUMENTED       PADT
 KX0037  HISTORY     - 1934     GOOD             NGS
 KX0037
 KX0037                          STATION DESCRIPTION
 KX0037
 KX0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KX0037'AT TIPTON.
 KX0037'AT TIPTON ON P.R.R. CHISELED SQUARE IN FRONT OF OLD STATION
 KX0037'(NOW A RESTAURANT AND SODA FOUNTAIN).  SQUARE IS CHISELED IN A
 KX0037'BRICK IN WEST WALL 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2375 ***********************************************************************
 KW2375  DESIGNATION -  1140 PADH
 KW2375  PID         -  KW2375
 KW2375  STATE/COUNTY-  PA/CENTRE
 KW2375  USGS QUAD   -  CENTRE HALL (1984)
 KW2375
 KW2375                         *CURRENT SURVEY CONTROL
 KW2375  ___________________________________________________________________
 KW2375* NAD 83(1986)-  40 48 43.     (N)    077 38 17.     (W)     SCALED    
 KW2375* NAVD 88     -       347.930  (meters)    1141.50   (feet)  ADJUSTED  
 KW2375  ___________________________________________________________________
 KW2375  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KW2375  DYNAMIC HT  -         347.757 (meters)    1140.93  (feet)  COMP
 KW2375  MODELED GRAV-     980,116.2   (mgal)                       NAVD 88
 KW2375
 KW2375  VERT ORDER  -  SECOND    CLASS 0
 KW2375
 KW2375.The horizontal coordinates were scaled from a topographic map and have
 KW2375.an estimated accuracy of +/- 6 seconds.
 KW2375
 KW2375.The orthometric height was determined by differential leveling
 KW2375.and adjusted by the National Geodetic Survey in June 1991..
 KW2375
 KW2375.The geoid height was determined by GEOID03.
 KW2375
 KW2375.The dynamic height is computed by dividing the NAVD 88
 KW2375.geopotential number by the normal gravity value computed on the
 KW2375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2375.degrees latitude (g = 980.6199 gals.).
 KW2375
 KW2375.The modeled gravity was interpolated from observed gravity values.
 KW2375
 KW2375;                    North         East    Units  Estimated Accuracy
 KW2375;SPC PA N     -    71,670.      609,450.      MT  (+/- 180 meters Scaled)
 KW2375
 KW2375                          SUPERSEDED SURVEY CONTROL
 KW2375
 KW2375  NGVD 29 (??/??/??)  348.132  (m)         1142.16   (f) ADJUSTED    2 0
 KW2375
 KW2375.Superseded values are not recommended for survey control.
 KW2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2375.See file dsdata.txt to determine how the superseded data were derived.
 KW2375
 KW2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL774212(NAD 83)
 KW2375_MARKER: DD = SURVEY DISK
 KW2375_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2375_SP_SET: BRIDGE CURB
 KW2375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2375
 KW2375  HISTORY     - Date     Condition        Report By
 KW2375  HISTORY     - UNK      MONUMENTED       PADH
 KW2375  HISTORY     - 1941     GOOD             CGS
 KW2375  HISTORY     - 1966     MARK NOT FOUND   USGS
 KW2375
 KW2375                          STATION DESCRIPTION
 KW2375
 KW2375'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW2375'3 MI SE FROM CENTRE HALL.
 KW2375'ABOUT 3.0 MILES SOUTHEAST ALONG STATE HIGHWAY 53 FROM THE
 KW2375'PENNSYLVANIA RAILROAD STATION AT CENTRE HALL, CENTRE COUNTY,
 KW2375'ABOUT 300 FEET NORTH OF A LARGE TWO-STORY FARMHOUSE, AT HIGHWAY
 KW2375'BRIDGE 247-32, IN THE EAST CURBING AT THE SOUTH END OF THE
 KW2375'BRIDGE, 0.5 FOOT NORTH OF THE SOUTHEAST CONCRETE GUARD RAIL POST,
 KW2375'AND 13.4 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A
 KW2375'PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD DISK.
 KW2375
 KW2375                          STATION RECOVERY (1966)
 KW2375
 KW2375'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KW2375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1543 ***********************************************************************
 MA1543  DESIGNATION -  1146.35
 MA1543  PID         -  MA1543
 MA1543  STATE/COUNTY-  PA/VENANGO
 MA1543  USGS QUAD   -  TITUSVILLE SOUTH (1977)
 MA1543
 MA1543                         *CURRENT SURVEY CONTROL
 MA1543  ___________________________________________________________________
 MA1543* NAD 83(1986)-  41 34 51.     (N)    079 38 38.     (W)     SCALED    
 MA1543* NAVD 88     -       349.082  (meters)    1145.28   (feet)  ADJUSTED  
 MA1543  ___________________________________________________________________
 MA1543  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 MA1543  DYNAMIC HT  -         348.928 (meters)    1144.77  (feet)  COMP
 MA1543  MODELED GRAV-     980,170.8   (mgal)                       NAVD 88
 MA1543
 MA1543  VERT ORDER  -  SECOND    CLASS 0
 MA1543
 MA1543.The horizontal coordinates were scaled from a topographic map and have
 MA1543.an estimated accuracy of +/- 6 seconds.
 MA1543
 MA1543.The orthometric height was determined by differential leveling
 MA1543.and adjusted by the National Geodetic Survey in June 1991..
 MA1543
 MA1543.The geoid height was determined by GEOID03.
 MA1543
 MA1543.The dynamic height is computed by dividing the NAVD 88
 MA1543.geopotential number by the normal gravity value computed on the
 MA1543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1543.degrees latitude (g = 980.6199 gals.).
 MA1543
 MA1543.The modeled gravity was interpolated from observed gravity values.
 MA1543
 MA1543;                    North         East    Units  Estimated Accuracy
 MA1543;SPC PA N     -   158,780.      442,080.      MT  (+/- 180 meters Scaled)
 MA1543
 MA1543                          SUPERSEDED SURVEY CONTROL
 MA1543
 MA1543  NGVD 29 (??/??/92)  349.242  (m)         1145.80   (f) ADJ UNCH    2 0
 MA1543
 MA1543.Superseded values are not recommended for survey control.
 MA1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1543.See file dsdata.txt to determine how the superseded data were derived.
 MA1543
 MA1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG130041(NAD 83)
 MA1543_MARKER: B = BOLT
 MA1543_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1543_SP_SET: BRIDGE
 MA1543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1543
 MA1543  HISTORY     - Date     Condition        Report By
 MA1543  HISTORY     - UNK      MONUMENTED       PRR
 MA1543  HISTORY     - 1935     GOOD             NGS
 MA1543
 MA1543                          STATION DESCRIPTION
 MA1543
 MA1543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1543'4 MI S FROM TITUSVILLE.
 MA1543'IN VENANGO COUNTY, ABOUT 4.0 MILES SOUTH ALONG THE PENNSYLVANIA
 MA1543'RAILROAD FROM THE STATION AT TITUSVILLE, CRAWFORD COUNTY, AT
 MA1543'BRIDGE 124.41, IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 MA1543'HEAD WALL, 10 FEET EAST OF THE CENTER LINE OF THE TRACK, AND ABOUT
 MA1543'1-1/2 FEET LOWER THAN THE TRACK.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0034 ***********************************************************************
 MB0034  DESIGNATION -  1148
 MB0034  PID         -  MB0034
 MB0034  STATE/COUNTY-  PA/CRAWFORD
 MB0034  USGS QUAD   -  CAMBRIDGE SPRINGS (1975)
 MB0034
 MB0034                         *CURRENT SURVEY CONTROL
 MB0034  ___________________________________________________________________
 MB0034* NAD 83(1986)-  41 48 31.     (N)    080 00 34.     (W)     SCALED    
 MB0034* NAVD 88     -       349.725  (meters)    1147.39   (feet)  ADJUSTED  
 MB0034  ___________________________________________________________________
 MB0034  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 MB0034  DYNAMIC HT  -         349.580 (meters)    1146.91  (feet)  COMP
 MB0034  MODELED GRAV-     980,198.6   (mgal)                       NAVD 88
 MB0034
 MB0034  VERT ORDER  -  FIRST     CLASS II
 MB0034
 MB0034.The horizontal coordinates were scaled from a topographic map and have
 MB0034.an estimated accuracy of +/- 6 seconds.
 MB0034
 MB0034.The orthometric height was determined by differential leveling
 MB0034.and adjusted by the National Geodetic Survey in June 1991..
 MB0034
 MB0034.The geoid height was determined by GEOID03.
 MB0034
 MB0034.The dynamic height is computed by dividing the NAVD 88
 MB0034.geopotential number by the normal gravity value computed on the
 MB0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0034.degrees latitude (g = 980.6199 gals.).
 MB0034
 MB0034.The modeled gravity was interpolated from observed gravity values.
 MB0034
 MB0034;                    North         East    Units  Estimated Accuracy
 MB0034;SPC PA N     -   184,800.      412,270.      MT  (+/- 180 meters Scaled)
 MB0034
 MB0034                          SUPERSEDED SURVEY CONTROL
 MB0034
 MB0034  NGVD 29 (??/??/92)  349.896  (m)         1147.95   (f) ADJ UNCH    1 2
 MB0034
 MB0034.Superseded values are not recommended for survey control.
 MB0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0034.See file dsdata.txt to determine how the superseded data were derived.
 MB0034
 MB0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG822290(NAD 83)
 MB0034_MARKER: DD = SURVEY DISK
 MB0034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0034_SP_SET: STEP
 MB0034_STAMPING: 1148 PA C O 1923
 MB0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0034
 MB0034  HISTORY     - Date     Condition        Report By
 MB0034  HISTORY     - 1923     MONUMENTED       USGS
 MB0034  HISTORY     - 1941     GOOD             NGS
 MB0034
 MB0034                          STATION DESCRIPTION
 MB0034
 MB0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MB0034'2.4 MI NE FROM CAMBRIDGE.
 MB0034'2.4 MILES NORTHEAST ALONG THE ERIE RAILROAD FROM THE STATION AT
 MB0034'CAMBRIDGE SPRINGS, 53 RAILS EAST OF MILEPOST 86, AT BRIDGE
 MB0034'NO. 85.64, IN THE TOP STEP AT THE WEST CORNER OF THE SOUTH
 MB0034'ABUTMENT, 12.6 FEET SOUTH OF THE SOUTH RAIL, 0.6 FOOT NORTHWEST
 MB0034'OF THE SOUTHEAST EDGE OF THE STEP, 1 FOOT NORTHEAST OF THE
 MB0034'SOUTHWEST EDGE, AND ABOUT 6 FEET LOWER THAN THE TRACK.  A
 MB0034'U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1148 PA C O 1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0177 ***********************************************************************
 MA0177  DESIGNATION -  115
 MA0177  PID         -  MA0177
 MA0177  STATE/COUNTY-  PA/CAMERON
 MA0177  USGS QUAD   -  DRIFTWOOD (1988)
 MA0177
 MA0177                         *CURRENT SURVEY CONTROL
 MA0177  ___________________________________________________________________
 MA0177* NAD 83(1986)-  41 19 42.     (N)    078 10 50.     (W)     SCALED    
 MA0177* NAVD 88     -       260.329  (meters)     854.10   (feet)  ADJUSTED  
 MA0177  ___________________________________________________________________
 MA0177  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 MA0177  DYNAMIC HT  -         260.214 (meters)     853.72  (feet)  COMP
 MA0177  MODELED GRAV-     980,178.2   (mgal)                       NAVD 88
 MA0177
 MA0177  VERT ORDER  -  SECOND    CLASS 0
 MA0177
 MA0177.The horizontal coordinates were scaled from a topographic map and have
 MA0177.an estimated accuracy of +/- 6 seconds.
 MA0177
 MA0177.The orthometric height was determined by differential leveling
 MA0177.and adjusted by the National Geodetic Survey in June 1991..
 MA0177
 MA0177.The geoid height was determined by GEOID03.
 MA0177
 MA0177.The dynamic height is computed by dividing the NAVD 88
 MA0177.geopotential number by the normal gravity value computed on the
 MA0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0177.degrees latitude (g = 980.6199 gals.).
 MA0177
 MA0177.The modeled gravity was interpolated from observed gravity values.
 MA0177
 MA0177;                    North         East    Units  Estimated Accuracy
 MA0177;SPC PA N     -   129,100.      563,960.      MT  (+/- 180 meters Scaled)
 MA0177
 MA0177                          SUPERSEDED SURVEY CONTROL
 MA0177
 MA0177  NGVD 29 (??/??/92)  260.500  (m)          854.66   (f) ADJ UNCH    2 0
 MA0177
 MA0177.Superseded values are not recommended for survey control.
 MA0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0177.See file dsdata.txt to determine how the superseded data were derived.
 MA0177
 MA0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF359790(NAD 83)
 MA0177_MARKER: Q = CHISELED SQUARE
 MA0177_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0177_SP_SET: STONE OVER CULVERT
 MA0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0177
 MA0177  HISTORY     - Date     Condition        Report By
 MA0177  HISTORY     - UNK      MONUMENTED       PRR
 MA0177  HISTORY     - 1934     GOOD             NGS
 MA0177
 MA0177                          STATION DESCRIPTION
 MA0177
 MA0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0177'1.3 MI E FROM MIX RUN.
 MA0177'ABOUT 1.3 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM MIX
 MA0177'RUN, CAMERON COUNTY, ABOUT 450 FEET WEST OF MILEPOST 3, ON A
 MA0177'STONE OVER A PIPE CULVERT, 9-1/2 FEET SOUTH OF THE CENTER LINE
 MA0177'OF THE TRACK, AND ABOUT 1-1/2 FEET LOWER THAN THE TOP OF THE
 MA0177'RAIL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1373 ***********************************************************************
 MA1373  DESIGNATION -  1151
 MA1373  PID         -  MA1373
 MA1373  STATE/COUNTY-  PA/VENANGO
 MA1373  USGS QUAD   -  UTICA (1977)
 MA1373
 MA1373                         *CURRENT SURVEY CONTROL
 MA1373  ___________________________________________________________________
 MA1373* NAD 83(1986)-  41 23 48.     (N)    079 54 40.     (W)     SCALED    
 MA1373* NAVD 88     -       350.797  (meters)    1150.91   (feet)  ADJUSTED  
 MA1373  ___________________________________________________________________
 MA1373  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 MA1373  DYNAMIC HT  -         350.643 (meters)    1150.40  (feet)  COMP
 MA1373  MODELED GRAV-     980,175.2   (mgal)                       NAVD 88
 MA1373
 MA1373  VERT ORDER  -  SECOND    CLASS 0
 MA1373
 MA1373.The horizontal coordinates were scaled from a topographic map and have
 MA1373.an estimated accuracy of +/- 6 seconds.
 MA1373
 MA1373.The orthometric height was determined by differential leveling
 MA1373.and adjusted by the National Geodetic Survey in June 1991..
 MA1373
 MA1373.The geoid height was determined by GEOID03.
 MA1373
 MA1373.The dynamic height is computed by dividing the NAVD 88
 MA1373.geopotential number by the normal gravity value computed on the
 MA1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1373.degrees latitude (g = 980.6199 gals.).
 MA1373
 MA1373.The modeled gravity was interpolated from observed gravity values.
 MA1373
 MA1373;                    North         East    Units  Estimated Accuracy
 MA1373;SPC PA N     -   138,850.      419,300.      MT  (+/- 180 meters Scaled)
 MA1373
 MA1373                          SUPERSEDED SURVEY CONTROL
 MA1373
 MA1373  NGVD 29 (??/??/92)  350.966  (m)         1151.46   (f) ADJ UNCH    2 0
 MA1373
 MA1373.Superseded values are not recommended for survey control.
 MA1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1373.See file dsdata.txt to determine how the superseded data were derived.
 MA1373
 MA1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF910833(NAD 83)
 MA1373_MARKER: DD = SURVEY DISK
 MA1373_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1373_SP_SET: BRIDGE
 MA1373_STAMPING: 1151 1908
 MA1373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1373
 MA1373  HISTORY     - Date     Condition        Report By
 MA1373  HISTORY     - 1908     MONUMENTED       USGS
 MA1373  HISTORY     - 1935     GOOD             NGS
 MA1373
 MA1373                          STATION DESCRIPTION
 MA1373
 MA1373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1373'AT NILES.
 MA1373'AT NILES, VENANGO COUNTY, ABOUT 400 FEET NORTH OF THE NEW YORK
 MA1373'CENTRAL RAILROAD STATION, 40 FEET SOUTHWEST OF A DIRT-ROAD
 MA1373'CROSSING, 30 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 29 FEET
 MA1373'WEST OF THE WEST RAIL OF THE MAIN TRACK, AT BRIDGE 263, IN THE
 MA1373'TOP OF THE CONCRETE RETAINING WALL EXTENSION, 5 FEET NORTH OF
 MA1373'THE CENTER LINE OF A CULVERT, 1 FOOT EAST OF THE HEAD WALL OF A
 MA1373'HIGHWAY CULVERT, 8 FEET EAST OF THE CENTER LINE OF A DIRT ROAD,
 MA1373'ABOUT 3 FEET LOWER THAN THE TRACK, AND ABOUT 2 FEET LOWER THAN
 MA1373'THE ROADWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 MA1373'STAMPED 1151 1908.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0276 ***********************************************************************
 MB0276  DESIGNATION -  1153
 MB0276  PID         -  MB0276
 MB0276  STATE/COUNTY-  PA/MERCER
 MB0276  USGS QUAD   -  SANDY LAKE (1970)
 MB0276
 MB0276                         *CURRENT SURVEY CONTROL
 MB0276  ___________________________________________________________________
 MB0276* NAD 83(1986)-  41 20 39.     (N)    080 03 41.     (W)     SCALED    
 MB0276* NAVD 88     -       351.281  (meters)    1152.49   (feet)  ADJUSTED  
 MB0276  ___________________________________________________________________
 MB0276  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 MB0276  DYNAMIC HT  -         351.126 (meters)    1151.99  (feet)  COMP
 MB0276  MODELED GRAV-     980,173.2   (mgal)                       NAVD 88
 MB0276
 MB0276  VERT ORDER  -  SECOND    CLASS 0
 MB0276
 MB0276.The horizontal coordinates were scaled from a topographic map and have
 MB0276.an estimated accuracy of +/- 6 seconds.
 MB0276
 MB0276.The orthometric height was determined by differential leveling
 MB0276.and adjusted by the National Geodetic Survey in June 1991..
 MB0276
 MB0276.The geoid height was determined by GEOID03.
 MB0276
 MB0276.The dynamic height is computed by dividing the NAVD 88
 MB0276.geopotential number by the normal gravity value computed on the
 MB0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0276.degrees latitude (g = 980.6199 gals.).
 MB0276
 MB0276.The modeled gravity was interpolated from observed gravity values.
 MB0276
 MB0276;                    North         East    Units  Estimated Accuracy
 MB0276;SPC PA N     -   133,350.      406,580.      MT  (+/- 180 meters Scaled)
 MB0276
 MB0276                          SUPERSEDED SURVEY CONTROL
 MB0276
 MB0276  NGVD 29 (??/??/92)  351.446  (m)         1153.04   (f) ADJ UNCH    2 0
 MB0276
 MB0276.Superseded values are not recommended for survey control.
 MB0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0276.See file dsdata.txt to determine how the superseded data were derived.
 MB0276
 MB0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF785773(NAD 83)
 MB0276_MARKER: DB = BENCH MARK DISK
 MB0276_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0276_SP_SET: BRIDGE SEAT
 MB0276_STAMPING: 1153 1908
 MB0276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0276
 MB0276  HISTORY     - Date     Condition        Report By
 MB0276  HISTORY     - 1908     MONUMENTED       USGS
 MB0276  HISTORY     - 1935     GOOD             NGS
 MB0276
 MB0276                          STATION DESCRIPTION
 MB0276
 MB0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MB0276'1.3 MI E FROM SANDY LAKE.
 MB0276'1.3 MILES EAST ALONG THE NEW YORK CENTRAIL RAILROAD FROM THE
 MB0276'STATION AT SANDY LAKE, 65 FEET EAST OF STATION 3160, 60 FEET
 MB0276'WEST OF SIGNAL TOWER 80.62, AT A 60-FOOT STEEL ARCH HIGHWAY
 MB0276'BRIDGE OVER BIG SANDY CREEK, IN THE TOP OF THE SOUTHEAST BRIDGE
 MB0276'SEAT, AT THE CROSSING OF DIRT ROAD 212, 26 FEET NORTH OF THE
 MB0276'NORTH RAIL OF THE MAIN TRACK, 8 FEET EAST OF THE CENTERLINE OF
 MB0276'THE ROAD, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A UNITED
 MB0276'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1153 1908.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0098 ***********************************************************************
 MA0098  DESIGNATION -  1155
 MA0098  PID         -  MA0098
 MA0098  STATE/COUNTY-  PA/CAMERON
 MA0098  USGS QUAD   -  EMPORIUM (1983)
 MA0098
 MA0098                         *CURRENT SURVEY CONTROL
 MA0098  ___________________________________________________________________
 MA0098* NAD 83(1986)-  41 34 30.     (N)    078 11 51.     (W)     SCALED    
 MA0098* NAVD 88     -       351.923  (meters)    1154.60   (feet)  ADJUSTED  
 MA0098  ___________________________________________________________________
 MA0098  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 MA0098  DYNAMIC HT  -         351.776 (meters)    1154.12  (feet)  COMP
 MA0098  MODELED GRAV-     980,194.9   (mgal)                       NAVD 88
 MA0098
 MA0098  VERT ORDER  -  SECOND    CLASS 0
 MA0098
 MA0098.The horizontal coordinates were scaled from a topographic map and have
 MA0098.an estimated accuracy of +/- 6 seconds.
 MA0098
 MA0098.The orthometric height was determined by differential leveling
 MA0098.and adjusted by the National Geodetic Survey in June 1991..
 MA0098
 MA0098.The geoid height was determined by GEOID03.
 MA0098
 MA0098.The dynamic height is computed by dividing the NAVD 88
 MA0098.geopotential number by the normal gravity value computed on the
 MA0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0098.degrees latitude (g = 980.6199 gals.).
 MA0098
 MA0098.The modeled gravity was interpolated from observed gravity values.
 MA0098
 MA0098;                    North         East    Units  Estimated Accuracy
 MA0098;SPC PA N     -   156,500.      562,680.      MT  (+/- 180 meters Scaled)
 MA0098
 MA0098                          SUPERSEDED SURVEY CONTROL
 MA0098
 MA0098  NGVD 29 (??/??/92)  352.076  (m)         1155.10   (f) ADJ UNCH    2 0
 MA0098
 MA0098.Superseded values are not recommended for survey control.
 MA0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0098.See file dsdata.txt to determine how the superseded data were derived.
 MA0098
 MA0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG336063(NAD 83)
 MA0098_MARKER: DD = SURVEY DISK
 MA0098_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0098_SP_SET: ABUTMENT
 MA0098_STAMPING: 1155
 MA0098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0098
 MA0098  HISTORY     - Date     Condition        Report By
 MA0098  HISTORY     - UNK      MONUMENTED       PADH
 MA0098  HISTORY     - 1934     GOOD             NGS
 MA0098
 MA0098                          STATION DESCRIPTION
 MA0098
 MA0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0098'4.7 MI N FROM EMPORIUM.
 MA0098'4.7 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA0098'AT EMPORIUM, CAMERON COUNTY, ON STATE HIGHWAY 155, AT STATION
 MA0098'277-00, AT A TWO-SPAN CONCRETE BRIDGE, IN THE TOP OF THE EAST END
 MA0098'OF THE SOUTH ABUTMENT, AND 14-1/2 FEET EAST OF THE CENTER LINE
 MA0098'OF THE HIGHWAY.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD
 MA0098'DISK, STAMPED 1155.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0444 ***********************************************************************
 KY0444  DESIGNATION -  1156
 KY0444  PID         -  KY0444
 KY0444  STATE/COUNTY-  PA/WASHINGTON
 KY0444  USGS QUAD   -  WASHINGTON EAST (1977)
 KY0444
 KY0444                         *CURRENT SURVEY CONTROL
 KY0444  ___________________________________________________________________
 KY0444* NAD 83(1986)-  40 10 14.     (N)    080 14 43.     (W)     SCALED    
 KY0444* NAVD 88     -       352.402  (meters)    1156.17   (feet)  ADJUSTED  
 KY0444  ___________________________________________________________________
 KY0444  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 KY0444  DYNAMIC HT  -         352.204 (meters)    1155.52  (feet)  COMP
 KY0444  MODELED GRAV-     980,054.4   (mgal)                       NAVD 88
 KY0444
 KY0444  VERT ORDER  -  SECOND    CLASS 0
 KY0444
 KY0444.The horizontal coordinates were scaled from a topographic map and have
 KY0444.an estimated accuracy of +/- 6 seconds.
 KY0444
 KY0444.The orthometric height was determined by differential leveling
 KY0444.and adjusted by the National Geodetic Survey in June 1991..
 KY0444
 KY0444.The geoid height was determined by GEOID03.
 KY0444
 KY0444.The dynamic height is computed by dividing the NAVD 88
 KY0444.geopotential number by the normal gravity value computed on the
 KY0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0444.degrees latitude (g = 980.6199 gals.).
 KY0444
 KY0444.The modeled gravity was interpolated from observed gravity values.
 KY0444
 KY0444;                    North         East    Units  Estimated Accuracy
 KY0444;SPC PA S     -    95,960.      387,480.      MT  (+/- 180 meters Scaled)
 KY0444
 KY0444                          SUPERSEDED SURVEY CONTROL
 KY0444
 KY0444  NGVD 29 (??/??/92)  352.534  (m)         1156.61   (f) ADJ UNCH    2 0
 KY0444
 KY0444.Superseded values are not recommended for survey control.
 KY0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0444.See file dsdata.txt to determine how the superseded data were derived.
 KY0444
 KY0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE642469(NAD 83)
 KY0444_MARKER: DD = SURVEY DISK
 KY0444_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0444_SP_SET: STONE WALL
 KY0444_STAMPING: 1156 PITTS
 KY0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0444_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KY0444+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2001
 KY0444
 KY0444  HISTORY     - Date     Condition        Report By
 KY0444  HISTORY     - UNK      MONUMENTED       USGS
 KY0444  HISTORY     - 1935     GOOD             NGS
 KY0444  HISTORY     - 20010514 GOOD             PADT
 KY0444
 KY0444                          STATION DESCRIPTION
 KY0444
 KY0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KY0444'AT WASHINGTON.
 KY0444'AT WASHINGTON, AT THE COUNTY COURTHOUSE, IN THE EAST FACE OF THE
 KY0444'SOUTHEAST CORNER OF THE STONE WALL SURROUNDING THE COURTHOUSE,
 KY0444'18 FEET WEST OF THE WEST CURB OF MAIN STREET, AND 2-1/2 FEET
 KY0444'ABOVE THE SIDEWALK.  A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 KY0444'STAMPED 1156 PITTS.  AND SET VERTICALLY.
 KY0444
 KY0444                          STATION RECOVERY (2001)
 KY0444
 KY0444'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DP)
 KY0444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0278 ***********************************************************************
 MB0278  DESIGNATION -  1157.97
 MB0278  PID         -  MB0278
 MB0278  STATE/COUNTY-  PA/MERCER
 MB0278  USGS QUAD   -  SANDY LAKE (1970)
 MB0278
 MB0278                         *CURRENT SURVEY CONTROL
 MB0278  ___________________________________________________________________
 MB0278* NAD 83(1986)-  41 20 01.     (N)    080 02 45.     (W)     SCALED    
 MB0278* NAVD 88     -       352.762  (meters)    1157.35   (feet)  ADJUSTED  
 MB0278  ___________________________________________________________________
 MB0278  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 MB0278  DYNAMIC HT  -         352.605 (meters)    1156.84  (feet)  COMP
 MB0278  MODELED GRAV-     980,167.4   (mgal)                       NAVD 88
 MB0278
 MB0278  VERT ORDER  -  SECOND    CLASS 0
 MB0278
 MB0278.The horizontal coordinates were scaled from a topographic map and have
 MB0278.an estimated accuracy of +/- 6 seconds.
 MB0278
 MB0278.The orthometric height was determined by differential leveling
 MB0278.and adjusted by the National Geodetic Survey in June 1991..
 MB0278
 MB0278.The geoid height was determined by GEOID03.
 MB0278
 MB0278.The dynamic height is computed by dividing the NAVD 88
 MB0278.geopotential number by the normal gravity value computed on the
 MB0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0278.degrees latitude (g = 980.6199 gals.).
 MB0278
 MB0278.The modeled gravity was interpolated from observed gravity values.
 MB0278
 MB0278;                    North         East    Units  Estimated Accuracy
 MB0278;SPC PA N     -   132,140.      407,850.      MT  (+/- 180 meters Scaled)
 MB0278
 MB0278                          SUPERSEDED SURVEY CONTROL
 MB0278
 MB0278  NGVD 29 (??/??/92)  352.926  (m)         1157.89   (f) ADJ UNCH    2 0
 MB0278
 MB0278.Superseded values are not recommended for survey control.
 MB0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0278.See file dsdata.txt to determine how the superseded data were derived.
 MB0278
 MB0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF798762(NAD 83)
 MB0278_MARKER: Q = CHISELED SQUARE
 MB0278_SETTING: 80 = SET IN A BOULDER
 MB0278_SP_SET: BOULDER
 MB0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0278+STABILITY: SURFACE MOTION
 MB0278
 MB0278  HISTORY     - Date     Condition        Report By
 MB0278  HISTORY     - UNK      MONUMENTED       USGS
 MB0278  HISTORY     - 1935     GOOD             NGS
 MB0278
 MB0278                          STATION DESCRIPTION
 MB0278
 MB0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MB0278'2.4 MI E FROM SANDY LAKE.
 MB0278'2.4 MILES EAST ALONG THE NEW YORK CENTRAIL RAILROAD FROM THE
 MB0278'STATION AT SANDY LAKE, 32 FEET SOUTH OF THE CENTER OF A DIRT-ROAD
 MB0278'CROSSING, 36 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 MB0278'21 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 11 FEET
 MB0278'NORTHEAST OF A POLE, ON THE TOP OF A 3- BY 4-FOOT BOULDER, AND
 MB0278'4 INCHES NORTHEAST OF THE SOUTHWEST CORNER.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1019 ***********************************************************************
 MA1019  DESIGNATION -  1158
 MA1019  PID         -  MA1019
 MA1019  STATE/COUNTY-  PA/JEFFERSON
 MA1019  USGS QUAD   -  SUMMERVILLE (1969)
 MA1019
 MA1019                         *CURRENT SURVEY CONTROL
 MA1019  ___________________________________________________________________
 MA1019* NAD 83(1986)-  41 05 25.     (N)    079 10 55.     (W)     SCALED    
 MA1019* NAVD 88     -       352.640  (meters)    1156.95   (feet)  ADJUSTED  
 MA1019  ___________________________________________________________________
 MA1019  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 MA1019  DYNAMIC HT  -         352.473 (meters)    1156.41  (feet)  COMP
 MA1019  MODELED GRAV-     980,139.4   (mgal)                       NAVD 88
 MA1019
 MA1019  VERT ORDER  -  SECOND    CLASS 0
 MA1019
 MA1019.The horizontal coordinates were scaled from a topographic map and have
 MA1019.an estimated accuracy of +/- 6 seconds.
 MA1019
 MA1019.The orthometric height was determined by differential leveling
 MA1019.and adjusted by the National Geodetic Survey in June 1991..
 MA1019
 MA1019.The geoid height was determined by GEOID03.
 MA1019
 MA1019.The dynamic height is computed by dividing the NAVD 88
 MA1019.geopotential number by the normal gravity value computed on the
 MA1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1019.degrees latitude (g = 980.6199 gals.).
 MA1019
 MA1019.The modeled gravity was interpolated from observed gravity values.
 MA1019
 MA1019;                    North         East    Units  Estimated Accuracy
 MA1019;SPC PA N     -   103,570.      479,700.      MT  (+/- 180 meters Scaled)
 MA1019
 MA1019                          SUPERSEDED SURVEY CONTROL
 MA1019
 MA1019  NGVD 29 (??/??/92)  352.811  (m)         1157.51   (f) ADJ UNCH    2 0
 MA1019
 MA1019.Superseded values are not recommended for survey control.
 MA1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1019.See file dsdata.txt to determine how the superseded data were derived.
 MA1019
 MA1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF526503(NAD 83)
 MA1019_MARKER: DD = SURVEY DISK
 MA1019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1019_SP_SET: BRIDGE
 MA1019_STAMPING: 1158 ADJ 1903
 MA1019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1019
 MA1019  HISTORY     - Date     Condition        Report By
 MA1019  HISTORY     - 1903     MONUMENTED       USGS
 MA1019  HISTORY     - 1935     GOOD             NGS
 MA1019
 MA1019                          STATION DESCRIPTION
 MA1019
 MA1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1019'AT HEATHVILLE.
 MA1019'AT HEATHVILLE, JEFFERSON COUNTY, ABOUT 0.1 MILE WEST OF THE
 MA1019'PENNSYLVANIA RAILROAD STATION, AT 60-FOOT SPAN GIRDER BRIDGE
 MA1019'31.43 OVER BEAVER RUN, IN THE TOP OF THE EAST END OF THE WEST
 MA1019'MASONRY WING WALL, 15 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 MA1019'AND ABOUT LEVEL WITH THE TOP OF THE RAIL.  A UNITED STATES
 MA1019'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1158 ADJ. 1903.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1127 ***********************************************************************
 KX1127  DESIGNATION -  1159
 KX1127  PID         -  KX1127
 KX1127  STATE/COUNTY-  PA/WESTMORELAND
 KX1127  USGS QUAD   -  MAMMOTH (1993)
 KX1127
 KX1127                         *CURRENT SURVEY CONTROL
 KX1127  ___________________________________________________________________
 KX1127* NAD 83(1986)-  40 08 36.     (N)    079 29 01.     (W)     SCALED    
 KX1127* NAVD 88     -       353.331  (meters)    1159.22   (feet)  ADJUSTED  
 KX1127  ___________________________________________________________________
 KX1127  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KX1127  DYNAMIC HT  -         353.134 (meters)    1158.57  (feet)  COMP
 KX1127  MODELED GRAV-     980,057.7   (mgal)                       NAVD 88
 KX1127
 KX1127  VERT ORDER  -  SECOND    CLASS 0
 KX1127
 KX1127.The horizontal coordinates were scaled from a topographic map and have
 KX1127.an estimated accuracy of +/- 6 seconds.
 KX1127
 KX1127.The orthometric height was determined by differential leveling
 KX1127.and adjusted by the National Geodetic Survey in June 1991..
 KX1127
 KX1127.The geoid height was determined by GEOID03.
 KX1127
 KX1127.The dynamic height is computed by dividing the NAVD 88
 KX1127.geopotential number by the normal gravity value computed on the
 KX1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1127.degrees latitude (g = 980.6199 gals.).
 KX1127
 KX1127.The modeled gravity was interpolated from observed gravity values.
 KX1127
 KX1127;                    North         East    Units  Estimated Accuracy
 KX1127;SPC PA S     -    91,390.      452,280.      MT  (+/- 180 meters Scaled)
 KX1127
 KX1127                          SUPERSEDED SURVEY CONTROL
 KX1127
 KX1127  NGVD 29 (??/??/92)  353.519  (m)         1159.84   (f) ADJ UNCH    2 0
 KX1127
 KX1127.Superseded values are not recommended for survey control.
 KX1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1127.See file dsdata.txt to determine how the superseded data were derived.
 KX1127
 KX1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE291447(NAD 83)
 KX1127_MARKER: DD = SURVEY DISK
 KX1127_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1127_SP_SET: BUILDING FOUNDATION
 KX1127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1127
 KX1127  HISTORY     - Date     Condition        Report By
 KX1127  HISTORY     - UNK      MONUMENTED       USGS
 KX1127  HISTORY     - 1961     GOOD             NGS
 KX1127  HISTORY     - 20000301 GOOD             PADT
 KX1127
 KX1127                          STATION DESCRIPTION
 KX1127
 KX1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KX1127'AT LAURELVILLE.
 KX1127'AT LAURELVILLE, WESTMORELAND COUNTY, ON STATE HIGHWAY 31, AT THE
 KX1127'JUNCTION OF A ROAD LEADING TO KECKSBURG, 30 FEET NORTH OF THE
 KX1127'CENTERLINE OF THE HIGHWAY, 15 FEET WEST OF THE CENTERLINE OF
 KX1127'THE ROAD, AT A GENERAL STORE OWNED IN 1935 BY W.S. LEEPER AND
 KX1127'SONS, AND IN THE SOUTH END OF THE EAST FACE OF THE STONE
 KX1127'FOUNDATION.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 KX1127'SET VERTICALLY.
 KX1127
 KX1127                          STATION RECOVERY (2000)
 KX1127
 KX1127'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (AAP)
 KX1127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1545 ***********************************************************************
 MA1545  DESIGNATION -  1159.38
 MA1545  PID         -  MA1545
 MA1545  STATE/COUNTY-  PA/VENANGO
 MA1545  USGS QUAD   -  TITUSVILLE SOUTH (1977)
 MA1545
 MA1545                         *CURRENT SURVEY CONTROL
 MA1545  ___________________________________________________________________
 MA1545* NAD 83(1986)-  41 35 48.     (N)    079 38 36.     (W)     SCALED    
 MA1545* NAVD 88     -       353.064  (meters)    1158.34   (feet)  ADJUSTED  
 MA1545  ___________________________________________________________________
 MA1545  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 MA1545  DYNAMIC HT  -         352.909 (meters)    1157.84  (feet)  COMP
 MA1545  MODELED GRAV-     980,175.3   (mgal)                       NAVD 88
 MA1545
 MA1545  VERT ORDER  -  SECOND    CLASS 0
 MA1545
 MA1545.The horizontal coordinates were scaled from a topographic map and have
 MA1545.an estimated accuracy of +/- 6 seconds.
 MA1545
 MA1545.The orthometric height was determined by differential leveling
 MA1545.and adjusted by the National Geodetic Survey in June 1991..
 MA1545
 MA1545.The geoid height was determined by GEOID03.
 MA1545
 MA1545.The dynamic height is computed by dividing the NAVD 88
 MA1545.geopotential number by the normal gravity value computed on the
 MA1545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1545.degrees latitude (g = 980.6199 gals.).
 MA1545
 MA1545.The modeled gravity was interpolated from observed gravity values.
 MA1545
 MA1545;                    North         East    Units  Estimated Accuracy
 MA1545;SPC PA N     -   160,530.      442,170.      MT  (+/- 180 meters Scaled)
 MA1545
 MA1545                          SUPERSEDED SURVEY CONTROL
 MA1545
 MA1545  NGVD 29 (??/??/92)  353.224  (m)         1158.87   (f) ADJ UNCH    2 0
 MA1545
 MA1545.Superseded values are not recommended for survey control.
 MA1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1545.See file dsdata.txt to determine how the superseded data were derived.
 MA1545
 MA1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG130058(NAD 83)
 MA1545_MARKER: S = SPIKE
 MA1545_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1545_SP_SET: CULVERT
 MA1545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1545
 MA1545  HISTORY     - Date     Condition        Report By
 MA1545  HISTORY     - UNK      MONUMENTED       PRR
 MA1545  HISTORY     - 1935     GOOD             NGS
 MA1545
 MA1545                          STATION DESCRIPTION
 MA1545
 MA1545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1545'2.8 MI S FROM TITUSVILLE.
 MA1545'IN VENANGO COUNTY, ABOUT 2.8 MILES SOUTH ALONG THE PENNSYLVANIA
 MA1545'RAILROAD FROM THE STATION AT TITUSVILLE, CRAWFORD COUNTY, ABOUT
 MA1545'327 YARDS SOUTH OF MILEPOST 123, AT A CABLE FOOTBRIDGE OVER OIL
 MA1545'CREEK, AT A 4-FOOT CONCRETE BOX CULVERT, IN THE TOP OF THE
 MA1545'SOUTH END OF THE EAST CONCRETE HEAD WALL, 9 FEET EAST OF THE
 MA1545'EAST RAIL, AND ABOUT 2 FEET LOWER THAN THE TRACK.  AN IRON SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1635 ***********************************************************************
 LZ1635  DESIGNATION -  116 DOP USGS
 LZ1635  PID         -  LZ1635
 LZ1635  STATE/COUNTY-  PA/UNION
 LZ1635  USGS QUAD   -  MONTOURSVILLE SOUTH (1994)
 LZ1635
 LZ1635                         *CURRENT SURVEY CONTROL
 LZ1635  ___________________________________________________________________
 LZ1635* NAD 83(1986)-  41 08 17.     (N)    076 54 52.     (W)     SCALED    
 LZ1635* NAVD 88     -       170.098  (meters)     558.06   (feet)  ADJUSTED  
 LZ1635  ___________________________________________________________________
 LZ1635  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 LZ1635  DYNAMIC HT  -         170.022 (meters)     557.81  (feet)  COMP
 LZ1635  MODELED GRAV-     980,178.3   (mgal)                       NAVD 88
 LZ1635
 LZ1635  VERT ORDER  -  FIRST     CLASS II
 LZ1635
 LZ1635.The horizontal coordinates were scaled from a topographic map and have
 LZ1635.an estimated accuracy of +/- 6 seconds.
 LZ1635
 LZ1635.The orthometric height was determined by differential leveling
 LZ1635.and adjusted by the National Geodetic Survey in June 1991..
 LZ1635
 LZ1635.The geoid height was determined by GEOID03.
 LZ1635
 LZ1635.The dynamic height is computed by dividing the NAVD 88
 LZ1635.geopotential number by the normal gravity value computed on the
 LZ1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1635.degrees latitude (g = 980.6199 gals.).
 LZ1635
 LZ1635.The modeled gravity was interpolated from observed gravity values.
 LZ1635
 LZ1635;                    North         East    Units  Estimated Accuracy
 LZ1635;SPC PA N     -   108,220.      670,150.      MT  (+/- 180 meters Scaled)
 LZ1635
 LZ1635                          SUPERSEDED SURVEY CONTROL
 LZ1635
 LZ1635.No superseded survey control is available for this station.
 LZ1635
 LZ1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL393558(NAD 83)
 LZ1635_MARKER: DB = BENCH MARK DISK
 LZ1635_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LZ1635_SP_SET: HEADWALL CULVERT
 LZ1635_STAMPING: 559 116 DOP 1962
 LZ1635_MARK LOGO: USGS  
 LZ1635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1635+STABILITY: SURFACE MOTION
 LZ1635
 LZ1635  HISTORY     - Date     Condition        Report By
 LZ1635  HISTORY     - 1962     MONUMENTED       USGS
 LZ1635  HISTORY     - 1983     GOOD             NGS
 LZ1635
 LZ1635                          STATION DESCRIPTION
 LZ1635
 LZ1635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LZ1635'3.7 KM (2.3 MI) NORTH FROM ALLENWOOD.
 LZ1635'3.7 KM (2.3 MI) NORTH ALONG U.S. HIGHWAY 15 FROM THE POST OFFICE IN
 LZ1635'ALLENWOOD TO THE MARK ON THE LEFT, IN THE BACK HEADWALL OF A CULVERT,
 LZ1635'7.0 METERS (23.0 FT) WEST OF THE CENTERLINE OF HIGHWAY.
 LZ1635'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0752 ***********************************************************************
 KW0752  DESIGNATION -  116 PRR
 KW0752  PID         -  KW0752
 KW0752  STATE/COUNTY-  PA/LANCASTER
 KW0752  USGS QUAD   -  LANCASTER (1995)
 KW0752
 KW0752                         *CURRENT SURVEY CONTROL
 KW0752  ___________________________________________________________________
 KW0752* NAD 83(1986)-  40 03 17.     (N)    076 18 19.     (W)     SCALED    
 KW0752* NAVD 88     -       104.516  (meters)     342.90   (feet)  ADJUSTED  
 KW0752  ___________________________________________________________________
 KW0752  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 KW0752  DYNAMIC HT  -         104.463 (meters)     342.73  (feet)  COMP
 KW0752  MODELED GRAV-     980,113.2   (mgal)                       NAVD 88
 KW0752
 KW0752  VERT ORDER  -  SECOND    CLASS 0
 KW0752
 KW0752.The horizontal coordinates were scaled from a topographic map and have
 KW0752.an estimated accuracy of +/- 6 seconds.
 KW0752
 KW0752.The orthometric height was determined by differential leveling
 KW0752.and adjusted by the National Geodetic Survey in June 1991..
 KW0752
 KW0752.The geoid height was determined by GEOID03.
 KW0752
 KW0752.The dynamic height is computed by dividing the NAVD 88
 KW0752.geopotential number by the normal gravity value computed on the
 KW0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0752.degrees latitude (g = 980.6199 gals.).
 KW0752
 KW0752.The modeled gravity was interpolated from observed gravity values.
 KW0752
 KW0752;                    North         East    Units  Estimated Accuracy
 KW0752;SPC PA S     -    81,110.      723,260.      MT  (+/- 180 meters Scaled)
 KW0752
 KW0752                          SUPERSEDED SURVEY CONTROL
 KW0752
 KW0752  NGVD 29 (??/??/??)  104.780  (m)          343.77   (f) ADJUSTED    2 0
 KW0752
 KW0752.Superseded values are not recommended for survey control.
 KW0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0752.See file dsdata.txt to determine how the superseded data were derived.
 KW0752
 KW0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK886346(NAD 83)
 KW0752_MARKER: B = BOLT
 KW0752_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0752_SP_SET: UNDERPASS
 KW0752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0752
 KW0752  HISTORY     - Date     Condition        Report By
 KW0752  HISTORY     - UNK      MONUMENTED       PRR
 KW0752  HISTORY     - 1935     GOOD             CGS
 KW0752  HISTORY     - 1936     GOOD             CGS
 KW0752  HISTORY     - 20040306 MARK NOT FOUND   PADT
 KW0752  HISTORY     - 20060101 MARK NOT FOUND   GEOCAC
 KW0752
 KW0752                          STATION DESCRIPTION
 KW0752
 KW0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0752'AT LANCASTER.
 KW0752'AT LANCASTER, LANCASTER COUNTY, ABOUT 1,000 FEET EAST OF THE
 KW0752'PENNSYLVANIA RAILROAD STATION, AND IN THE TOP OF THE NORTHWEST
 KW0752'CORNER OF A CONCRETE UNDERPASS.  A COPPER BOLT.
 KW0752
 KW0752                          STATION RECOVERY (1936)
 KW0752
 KW0752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 KW0752'RECOVERED IN GOOD CONDITION.
 KW0752
 KW0752                          STATION RECOVERY (2004)
 KW0752
 KW0752'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (SMM)
 KW0752'MARK NOT FOUND.
 KW0752
 KW0752                          STATION RECOVERY (2006)
 KW0752
 KW0752'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0752'ALL FOUR WINGWALLS AND ABUTMENTS CHECKED. MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1114 ***********************************************************************
 MA1114  DESIGNATION -  1160
 MA1114  PID         -  MA1114
 MA1114  STATE/COUNTY-  PA/JEFFERSON
 MA1114  USGS QUAD   -  SUMMERVILLE (1969)
 MA1114
 MA1114                         *CURRENT SURVEY CONTROL
 MA1114  ___________________________________________________________________
 MA1114* NAD 83(1986)-  41 06 59.     (N)    079 11 44.     (W)     SCALED    
 MA1114* NAVD 88     -       353.396  (meters)    1159.43   (feet)  ADJUSTED  
 MA1114  ___________________________________________________________________
 MA1114  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 MA1114  DYNAMIC HT  -         353.230 (meters)    1158.89  (feet)  COMP
 MA1114  MODELED GRAV-     980,145.0   (mgal)                       NAVD 88
 MA1114
 MA1114  VERT ORDER  -  SECOND    CLASS 0
 MA1114
 MA1114.The horizontal coordinates were scaled from a topographic map and have
 MA1114.an estimated accuracy of +/- 6 seconds.
 MA1114
 MA1114.The orthometric height was determined by differential leveling
 MA1114.and adjusted by the National Geodetic Survey in June 1991..
 MA1114
 MA1114.The geoid height was determined by GEOID03.
 MA1114
 MA1114.The dynamic height is computed by dividing the NAVD 88
 MA1114.geopotential number by the normal gravity value computed on the
 MA1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1114.degrees latitude (g = 980.6199 gals.).
 MA1114
 MA1114.The modeled gravity was interpolated from observed gravity values.
 MA1114
 MA1114;                    North         East    Units  Estimated Accuracy
 MA1114;SPC PA N     -   106,480.      478,600.      MT  (+/- 180 meters Scaled)
 MA1114
 MA1114                          SUPERSEDED SURVEY CONTROL
 MA1114
 MA1114  NGVD 29 (??/??/92)  353.567  (m)         1159.99   (f) ADJ UNCH    2 0
 MA1114
 MA1114.Superseded values are not recommended for survey control.
 MA1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1114.See file dsdata.txt to determine how the superseded data were derived.
 MA1114
 MA1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF514532(NAD 83)
 MA1114_MARKER: DD = SURVEY DISK
 MA1114_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1114_SP_SET: BRIDGE
 MA1114_STAMPING: 1160 ADJ 1903
 MA1114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1114
 MA1114  HISTORY     - Date     Condition        Report By
 MA1114  HISTORY     - 1903     MONUMENTED       USGS
 MA1114  HISTORY     - 1935     GOOD             NGS
 MA1114
 MA1114                          STATION DESCRIPTION
 MA1114
 MA1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1114'0.6 MI NW FROM SUMMERVILLE.
 MA1114'ABOUT 0.6 MILE NORTHWEST ALONG THE LAKE ERIE, FRANKLIN AND
 MA1114'CLARION RAILROAD FROM THE STATION AT SUMMERVILLE, JEFFERSON
 MA1114'COUNTY, ABOUT 200 YARDS SOUTHEAST OF THE CENTER OF THE CROSSING
 MA1114'OF STATE HIGHWAY 28, AT A 3 70-FOOT SPAN-GIRDER BRIDGE OVER A
 MA1114'SMALL RIVER, IN THE TOP OF THE SOUTHEAST CORNER OF THE NORTHWEST
 MA1114'MASONRY WING WALL, 10 FEET SOUTHWEST OF THE CENTER LINE OF THE
 MA1114'TRACK, AND ABOUT ONE-HALF FOOT LOWER THAN THE TRACK.  A UNITED
 MA1114'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1160 ADJ 1903.
 MA1114'NOTE-- IT WAS REPORTED ON MAY 1, 1935, THAT THE STAMPING ON
 MA1114'THIS BENCH MARK WAS ILLEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0330 ***********************************************************************
 MA0330  DESIGNATION -  1160.2
 MA0330  PID         -  MA0330
 MA0330  STATE/COUNTY-  PA/CAMERON
 MA0330  USGS QUAD   -  WEST CREEK (1981)
 MA0330
 MA0330                         *CURRENT SURVEY CONTROL
 MA0330  ___________________________________________________________________
 MA0330* NAD 83(1986)-  41 28 40.     (N)    078 19 28.     (W)     SCALED    
 MA0330* NAVD 88     -       353.531  (meters)    1159.88   (feet)  ADJUSTED  
 MA0330  ___________________________________________________________________
 MA0330  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 MA0330  DYNAMIC HT  -         353.377 (meters)    1159.37  (feet)  COMP
 MA0330  MODELED GRAV-     980,177.6   (mgal)                       NAVD 88
 MA0330
 MA0330  VERT ORDER  -  SECOND    CLASS 0
 MA0330
 MA0330.The horizontal coordinates were scaled from a topographic map and have
 MA0330.an estimated accuracy of +/- 6 seconds.
 MA0330
 MA0330.The orthometric height was determined by differential leveling
 MA0330.and adjusted by the National Geodetic Survey in June 1991..
 MA0330
 MA0330.The geoid height was determined by GEOID03.
 MA0330
 MA0330.The dynamic height is computed by dividing the NAVD 88
 MA0330.geopotential number by the normal gravity value computed on the
 MA0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0330.degrees latitude (g = 980.6199 gals.).
 MA0330
 MA0330.The modeled gravity was interpolated from observed gravity values.
 MA0330
 MA0330;                    North         East    Units  Estimated Accuracy
 MA0330;SPC PA N     -   145,760.      552,020.      MT  (+/- 180 meters Scaled)
 MA0330
 MA0330                          SUPERSEDED SURVEY CONTROL
 MA0330
 MA0330  NGVD 29 (??/??/92)  353.690  (m)         1160.40   (f) ADJ UNCH    2 0
 MA0330
 MA0330.Superseded values are not recommended for survey control.
 MA0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0330.See file dsdata.txt to determine how the superseded data were derived.
 MA0330
 MA0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF233952(NAD 83)
 MA0330_MARKER: B = BOLT
 MA0330_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0330_SP_SET: CULVERT
 MA0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0330
 MA0330  HISTORY     - Date     Condition        Report By
 MA0330  HISTORY     - UNK      MONUMENTED       USGS
 MA0330  HISTORY     - 1934     GOOD             NGS
 MA0330
 MA0330                          STATION DESCRIPTION
 MA0330
 MA0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0330'5 MI W FROM EMPORIUM.
 MA0330'5 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM EMPORIUM,
 MA0330'CAMERON COUNTY, 20 FEET WEST OF MILEPOST 144, AT A STONE
 MA0330'CULVERT, IN THE TOP OF THE NORTH END, 7 FEET NORTH OF THE
 MA0330'CENTER LINE OF THE TRACK, AND ABOUT 1-1/2 FEET LOWER THAN THE
 MA0330'TOP OF THE RAIL.  THE TOP OF A COPPER BOLT, MARKED B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0038 ***********************************************************************
 MB0038  DESIGNATION -  1161
 MB0038  PID         -  MB0038
 MB0038  STATE/COUNTY-  PA/CRAWFORD
 MB0038  USGS QUAD   -  CAMBRIDGE SPRINGS (1975)
 MB0038
 MB0038                         *CURRENT SURVEY CONTROL
 MB0038  ___________________________________________________________________
 MB0038* NAD 83(1986)-  41 48 12.     (N)    080 03 28.     (W)     SCALED    
 MB0038* NAVD 88     -       353.743  (meters)    1160.57   (feet)  ADJUSTED  
 MB0038  ___________________________________________________________________
 MB0038  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 MB0038  DYNAMIC HT  -         353.597 (meters)    1160.09  (feet)  COMP
 MB0038  MODELED GRAV-     980,201.4   (mgal)                       NAVD 88
 MB0038
 MB0038  VERT ORDER  -  FIRST     CLASS II
 MB0038
 MB0038.The horizontal coordinates were scaled from a topographic map and have
 MB0038.an estimated accuracy of +/- 6 seconds.
 MB0038
 MB0038.The orthometric height was determined by differential leveling
 MB0038.and adjusted by the National Geodetic Survey in June 1991..
 MB0038
 MB0038.The geoid height was determined by GEOID03.
 MB0038
 MB0038.The dynamic height is computed by dividing the NAVD 88
 MB0038.geopotential number by the normal gravity value computed on the
 MB0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0038.degrees latitude (g = 980.6199 gals.).
 MB0038
 MB0038.The modeled gravity was interpolated from observed gravity values.
 MB0038
 MB0038;                    North         East    Units  Estimated Accuracy
 MB0038;SPC PA N     -   184,320.      408,240.      MT  (+/- 180 meters Scaled)
 MB0038
 MB0038                          SUPERSEDED SURVEY CONTROL
 MB0038
 MB0038  NGVD 29 (??/??/92)  353.912  (m)         1161.13   (f) ADJ UNCH    1 2
 MB0038
 MB0038.Superseded values are not recommended for survey control.
 MB0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0038.See file dsdata.txt to determine how the superseded data were derived.
 MB0038
 MB0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG782283(NAD 83)
 MB0038_MARKER: DD = SURVEY DISK
 MB0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0038_SP_SET: SIDEWALK
 MB0038_STAMPING: 1161 PA C 1 1923
 MB0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0038
 MB0038  HISTORY     - Date     Condition        Report By
 MB0038  HISTORY     - 1923     MONUMENTED       USGS
 MB0038  HISTORY     - 1941     GOOD             NGS
 MB0038
 MB0038                          STATION DESCRIPTION
 MB0038
 MB0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MB0038'AT CAMBRIDGE SPRINGS.
 MB0038'AT CAMBRIDGE SPRINGS, AT UNION SCHOOL, IN THE EAST CORNER AT
 MB0038'THE SOUTH ENTRANCE, 0.5 FOOT WEST OF THE EAST EDGE OF THE DOOR,
 MB0038'AND IN THE CONCRETE SIDEWALK, A UNITED STATES GEOLOGICAL
 MB0038'SURVEY STANDARD DISK, STAMPED 1161 PA C 1 1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0831 ***********************************************************************
 KX0831  DESIGNATION -  1167
 KX0831  PID         -  KX0831
 KX0831  STATE/COUNTY-  PA/INDIANA
 KX0831  USGS QUAD   -  MC INTYRE (1981)
 KX0831
 KX0831                         *CURRENT SURVEY CONTROL
 KX0831  ___________________________________________________________________
 KX0831* NAD 83(1986)-  40 34 12.     (N)    079 17 54.     (W)     SCALED    
 KX0831* NAVD 88     -       355.63   (+/-2cm)    1166.8    (feet)  VERTCON   
 KX0831  ___________________________________________________________________
 KX0831  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KX0831
 KX0831  VERT ORDER  -  ? (See Below)
 KX0831
 KX0831.The horizontal coordinates were scaled from a topographic map and have
 KX0831.an estimated accuracy of +/- 6 seconds.
 KX0831
 KX0831.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0831.The vertical order pertains to the NGVD 29 superseded value.
 KX0831
 KX0831.The geoid height was determined by GEOID03.
 KX0831
 KX0831;                    North         East    Units  Estimated Accuracy
 KX0831;SPC PA S     -   138,460.      468,900.      MT  (+/- 180 meters Scaled)
 KX0831
 KX0831                          SUPERSEDED SURVEY CONTROL
 KX0831
 KX0831  NGVD 29 (??/??/92)  355.799  (m)         1167.32   (f) ADJ UNCH    ?  
 KX0831
 KX0831.Superseded values are not recommended for survey control.
 KX0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0831.See file dsdata.txt to determine how the superseded data were derived.
 KX0831
 KX0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE440924(NAD 83)
 KX0831_MARKER: Z = SEE DESCRIPTION
 KX0831_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0831_SP_SET: CELLAR WALL
 KX0831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0831
 KX0831  HISTORY     - Date     Condition        Report By
 KX0831  HISTORY     - 1917     MONUMENTED       BORR
 KX0831
 KX0831                          STATION DESCRIPTION
 KX0831
 KX0831'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1917
 KX0831'AT MC INTYRE.
 KX0831'U.S.G.S. BENCH MARK ON SIDE OF CELLAR WALL OF W.L. NEALS
 KX0831'RESIDENCE, 1/2 MILE NORTH OF MC INTYRE STATION.  THIS HOUSE HAS
 KX0831'BEEN REBULT AND BENCH MARK CAN ONLY BE SEEN THROUGH WINDOW
 KX0831'IN CELLAR WALL OF ADDITION.  HOUSE ON LEFT OF B.R. AND P. RY.
 KX0831'TRACKS.  AN ALUMINUM TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1241 ***********************************************************************
 MA1241  DESIGNATION -  117
 MA1241  PID         -  MA1241
 MA1241  STATE/COUNTY-  PA/VENANGO
 MA1241  USGS QUAD   -  EMLENTON (1979)
 MA1241
 MA1241                         *CURRENT SURVEY CONTROL
 MA1241  ___________________________________________________________________
 MA1241* NAD 83(1986)-  41 11 36.     (N)    079 42 26.     (W)     SCALED    
 MA1241* NAVD 88     -       276.038  (meters)     905.63   (feet)  ADJUSTED  
 MA1241  ___________________________________________________________________
 MA1241  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 MA1241  DYNAMIC HT  -         275.912 (meters)     905.22  (feet)  COMP
 MA1241  MODELED GRAV-     980,162.1   (mgal)                       NAVD 88
 MA1241
 MA1241  VERT ORDER  -  FIRST     CLASS II
 MA1241
 MA1241.The horizontal coordinates were scaled from a topographic map and have
 MA1241.an estimated accuracy of +/- 6 seconds.
 MA1241
 MA1241.The orthometric height was determined by differential leveling
 MA1241.and adjusted by the National Geodetic Survey in June 1991..
 MA1241
 MA1241.The geoid height was determined by GEOID03.
 MA1241
 MA1241.The dynamic height is computed by dividing the NAVD 88
 MA1241.geopotential number by the normal gravity value computed on the
 MA1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1241.degrees latitude (g = 980.6199 gals.).
 MA1241
 MA1241.The modeled gravity was interpolated from observed gravity values.
 MA1241
 MA1241;                    North         East    Units  Estimated Accuracy
 MA1241;SPC PA N     -   115,870.      435,830.      MT  (+/- 180 meters Scaled)
 MA1241
 MA1241                          SUPERSEDED SURVEY CONTROL
 MA1241
 MA1241  NGVD 29 (??/??/92)  276.208  (m)          906.19   (f) ADJ UNCH    1 2
 MA1241
 MA1241.Superseded values are not recommended for survey control.
 MA1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1241.See file dsdata.txt to determine how the superseded data were derived.
 MA1241
 MA1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF084610(NAD 83)
 MA1241_MARKER: P = PIPE CAP
 MA1241_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MA1241_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MA1241_STAMPING: 117
 MA1241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1241
 MA1241  HISTORY     - Date     Condition        Report By
 MA1241  HISTORY     - UNK      MONUMENTED       DOD
 MA1241  HISTORY     - 1941     GOOD             NGS
 MA1241
 MA1241                          STATION DESCRIPTION
 MA1241
 MA1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MA1241'1.7 MI N FROM EMLENTON.
 MA1241'1.7 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA1241'AT EMLENTON, VENANGO COUNTY, 0.2 MILE SOUTH OF A WOODEN WATER
 MA1241'TANK, 624 FEET DOWNSTREAM FROM MILEPOST 91, 330 FEET DOWNSTREAM
 MA1241'FROM A TOOLSHED, AND 11 FEET LANDWARD OF THE LAND RAIL.  A CORPS
 MA1241'OF ENGINEERS, U.S. ARMY, STANDARD CAP, STAMPED 117 AND RIVETED
 MA1241'ON THE TOP OF AN IRON PIPE PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0176 ***********************************************************************
 MA0176  DESIGNATION -  117
 MA0176  PID         -  MA0176
 MA0176  STATE/COUNTY-  PA/CAMERON
 MA0176  USGS QUAD   -  DRIFTWOOD (1988)
 MA0176
 MA0176                         *CURRENT SURVEY CONTROL
 MA0176  ___________________________________________________________________
 MA0176* NAD 83(1986)-  41 19 33.     (N)    078 08 55.     (W)     SCALED    
 MA0176* NAVD 88     -       252.852  (meters)     829.57   (feet)  ADJUSTED  
 MA0176  ___________________________________________________________________
 MA0176  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 MA0176  DYNAMIC HT  -         252.742 (meters)     829.20  (feet)  COMP
 MA0176  MODELED GRAV-     980,180.0   (mgal)                       NAVD 88
 MA0176
 MA0176  VERT ORDER  -  SECOND    CLASS 0
 MA0176
 MA0176.The horizontal coordinates were scaled from a topographic map and have
 MA0176.an estimated accuracy of +/- 6 seconds.
 MA0176
 MA0176.The orthometric height was determined by differential leveling
 MA0176.and adjusted by the National Geodetic Survey in June 1991..
 MA0176
 MA0176.The geoid height was determined by GEOID03.
 MA0176
 MA0176.The dynamic height is computed by dividing the NAVD 88
 MA0176.geopotential number by the normal gravity value computed on the
 MA0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0176.degrees latitude (g = 980.6199 gals.).
 MA0176
 MA0176.The modeled gravity was interpolated from observed gravity values.
 MA0176
 MA0176;                    North         East    Units  Estimated Accuracy
 MA0176;SPC PA N     -   128,810.      566,630.      MT  (+/- 180 meters Scaled)
 MA0176
 MA0176                          SUPERSEDED SURVEY CONTROL
 MA0176
 MA0176  NGVD 29 (??/??/92)  253.025  (m)          830.13   (f) ADJ UNCH    2 0
 MA0176
 MA0176.Superseded values are not recommended for survey control.
 MA0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0176.See file dsdata.txt to determine how the superseded data were derived.
 MA0176
 MA0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF386788(NAD 83)
 MA0176_MARKER: B = BOLT
 MA0176_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0176_SP_SET: PIER
 MA0176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0176
 MA0176  HISTORY     - Date     Condition        Report By
 MA0176  HISTORY     - UNK      MONUMENTED       PRR
 MA0176  HISTORY     - 1934     GOOD             NGS
 MA0176
 MA0176                          STATION DESCRIPTION
 MA0176
 MA0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0176'1.2 MI W FROM DRIFTWOOD.
 MA0176'ABOUT 1.2 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA0176'STATION AT DRIFTWOOD, CAMERON COUNTY, AT BRIDGE 108.66, IN THE
 MA0176'TOP OF THE SOUTH END OF THE EAST STONE PIER, 12 FEET SOUTH OF
 MA0176'THE CENTER LINE OF THE EAST-BOUND TRACK, AND ABOUT 6 INCHES
 MA0176'LOWER THAN THE TOP OF THE RAIL.  A COPPER BOLT, MARKED BY THE
 MA0176'CHISELED LETTERS BM 117.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1633 ***********************************************************************
 LZ1633  DESIGNATION -  117 DOP PADH
 LZ1633  PID         -  LZ1633
 LZ1633  STATE/COUNTY-  PA/LYCOMING
 LZ1633  USGS QUAD   -  MONTOURSVILLE SOUTH (1994)
 LZ1633
 LZ1633                         *CURRENT SURVEY CONTROL
 LZ1633  ___________________________________________________________________
 LZ1633* NAD 83(1986)-  41 10 41.     (N)    076 54 41.     (W)     SCALED    
 LZ1633* NAVD 88     -       181.606  (meters)     595.82   (feet)  ADJUSTED  
 LZ1633  ___________________________________________________________________
 LZ1633  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 LZ1633  DYNAMIC HT  -         181.528 (meters)     595.56  (feet)  COMP
 LZ1633  MODELED GRAV-     980,188.8   (mgal)                       NAVD 88
 LZ1633
 LZ1633  VERT ORDER  -  FIRST     CLASS II
 LZ1633
 LZ1633.The horizontal coordinates were scaled from a topographic map and have
 LZ1633.an estimated accuracy of +/- 6 seconds.
 LZ1633
 LZ1633.The orthometric height was determined by differential leveling
 LZ1633.and adjusted by the National Geodetic Survey in June 1991..
 LZ1633
 LZ1633.The geoid height was determined by GEOID03.
 LZ1633
 LZ1633.The dynamic height is computed by dividing the NAVD 88
 LZ1633.geopotential number by the normal gravity value computed on the
 LZ1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1633.degrees latitude (g = 980.6199 gals.).
 LZ1633
 LZ1633.The modeled gravity was interpolated from observed gravity values.
 LZ1633
 LZ1633;                    North         East    Units  Estimated Accuracy
 LZ1633;SPC PA N     -   112,660.      670,360.      MT  (+/- 180 meters Scaled)
 LZ1633
 LZ1633                          SUPERSEDED SURVEY CONTROL
 LZ1633
 LZ1633.No superseded survey control is available for this station.
 LZ1633
 LZ1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL396602(NAD 83)
 LZ1633_MARKER: DD = SURVEY DISK
 LZ1633_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LZ1633_SP_SET: WINGWALL
 LZ1633_STAMPING: USGS 117 DOP 1962
 LZ1633_MARK LOGO: PADH  
 LZ1633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1633+STABILITY: SURFACE MOTION
 LZ1633
 LZ1633  HISTORY     - Date     Condition        Report By
 LZ1633  HISTORY     - 1962     MONUMENTED       PADH
 LZ1633  HISTORY     - 1983     GOOD             NGS
 LZ1633
 LZ1633                          STATION DESCRIPTION
 LZ1633
 LZ1633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LZ1633'8.2 KM (5.1 MI) NORTH FROM ALLENWOOD.
 LZ1633'8.2 KM (5.1 MI) NORTH ALONG U.S. HIGHWAY 15 FROM THE POST OFFICE IN
 LZ1633'ALLENWOOD TO THE MARK ON THE LEFT, IN THE SOUTHEAST WINGWALL OF A
 LZ1633'BRIDGE OVER BLACK HOLE CREEK, 6.8 METERS (22.5 FT) EAST OF CENTERLINE
 LZ1633'OF U.S. HIGHWAY 15.
 LZ1633'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0315 ***********************************************************************
 KY0315  DESIGNATION -  11.78
 KY0315  PID         -  KY0315
 KY0315  STATE/COUNTY-  PA/WASHINGTON
 KY0315  USGS QUAD   -  CANONSBURG (1979)
 KY0315
 KY0315                         *CURRENT SURVEY CONTROL
 KY0315  ___________________________________________________________________
 KY0315* NAD 83(1986)-  40 16 33.     (N)    080 08 57.     (W)     SCALED    
 KY0315* NAVD 88     -       283.235  (meters)     929.25   (feet)  ADJUSTED  
 KY0315  ___________________________________________________________________
 KY0315  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 KY0315  DYNAMIC HT  -         283.082 (meters)     928.74  (feet)  COMP
 KY0315  MODELED GRAV-     980,080.1   (mgal)                       NAVD 88
 KY0315
 KY0315  VERT ORDER  -  SECOND    CLASS 0
 KY0315
 KY0315.The horizontal coordinates were scaled from a topographic map and have
 KY0315.an estimated accuracy of +/- 6 seconds.
 KY0315
 KY0315.The orthometric height was determined by differential leveling
 KY0315.and adjusted by the National Geodetic Survey in June 1991..
 KY0315
 KY0315.The geoid height was determined by GEOID03.
 KY0315
 KY0315.The dynamic height is computed by dividing the NAVD 88
 KY0315.geopotential number by the normal gravity value computed on the
 KY0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0315.degrees latitude (g = 980.6199 gals.).
 KY0315
 KY0315.The modeled gravity was interpolated from observed gravity values.
 KY0315
 KY0315;                    North         East    Units  Estimated Accuracy
 KY0315;SPC PA S     -   107,420.      395,990.      MT  (+/- 180 meters Scaled)
 KY0315
 KY0315                          SUPERSEDED SURVEY CONTROL
 KY0315
 KY0315  NGVD 29 (??/??/92)  283.361  (m)          929.66   (f) ADJ UNCH    2 0
 KY0315
 KY0315.Superseded values are not recommended for survey control.
 KY0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0315.See file dsdata.txt to determine how the superseded data were derived.
 KY0315
 KY0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE723587(NAD 83)
 KY0315_MARKER: Q = CHISELED SQUARE
 KY0315_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0315_SP_SET: BRIDGE
 KY0315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0315
 KY0315  HISTORY     - Date     Condition        Report By
 KY0315  HISTORY     - UNK      MONUMENTED       PRR
 KY0315  HISTORY     - 1957     GOOD             NGS
 KY0315  HISTORY     - 20060619 GOOD             BAKER
 KY0315
 KY0315                          STATION DESCRIPTION
 KY0315
 KY0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0315'0.8 MI NE FROM MORGANZA.
 KY0315'ABOUT 0.85 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD
 KY0315'FROM THE CROSSING OF BLACK TOP ROAD LEADING NORTHWEST TO STATE
 KY0315'TRAINING SCHOOL AT MORGANZA, ABOUT 509 YARDS NORTHEAST OF MILE
 KY0315'POST 12, A 2 1/2-INCH OUTLINED SQUARE ON THE TOP OF THE NORTH
 KY0315'END OF STONE MASONRY BACK WALL OF EAST ABUTMENT OF RAILROAD
 KY0315'BRIDGE NUMBERED 11.98 OVER CHARTIERS CREEK, 2.3 FEET NORTH OF
 KY0315'NORTH RAIL AND ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK.  NOTE-- THE
 KY0315'BRIDGE WAS ORIGINALLY NUMBERED 11.78 AND IT IS BELIEVED THAT
 KY0315'IT IS PRESENTLY INCORRECTLY NUMBERED.
 KY0315
 KY0315                          STATION RECOVERY (2006)
 KY0315
 KY0315'RECOVERY NOTE BY M BAKER JR INCORPORATED 2006 (FRB)
 KY0315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0686 ***********************************************************************
 LZ0686  DESIGNATION -  1178.1
 LZ0686  PID         -  LZ0686
 LZ0686  STATE/COUNTY-  PA/TIOGA
 LZ0686  USGS QUAD   -  TIADAGHTON (1994)
 LZ0686
 LZ0686                         *CURRENT SURVEY CONTROL
 LZ0686  ___________________________________________________________________
 LZ0686* NAD 83(1986)-  41 44 58.     (N)    077 28 37.     (W)     SCALED    
 LZ0686* NAVD 88     -       359.079  (meters)    1178.08   (feet)  ADJUSTED  
 LZ0686  ___________________________________________________________________
 LZ0686  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 LZ0686  DYNAMIC HT  -         358.927 (meters)    1177.58  (feet)  COMP
 LZ0686  MODELED GRAV-     980,188.6   (mgal)                       NAVD 88
 LZ0686
 LZ0686  VERT ORDER  -  SECOND    CLASS 0
 LZ0686
 LZ0686.The horizontal coordinates were scaled from a topographic map and have
 LZ0686.an estimated accuracy of +/- 6 seconds.
 LZ0686
 LZ0686.The orthometric height was determined by differential leveling
 LZ0686.and adjusted by the National Geodetic Survey in June 1991..
 LZ0686
 LZ0686.The geoid height was determined by GEOID03.
 LZ0686
 LZ0686.The dynamic height is computed by dividing the NAVD 88
 LZ0686.geopotential number by the normal gravity value computed on the
 LZ0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0686.degrees latitude (g = 980.6199 gals.).
 LZ0686
 LZ0686.The modeled gravity was interpolated from observed gravity values.
 LZ0686
 LZ0686;                    North         East    Units  Estimated Accuracy
 LZ0686;SPC PA N     -   175,810.      622,710.      MT  (+/- 180 meters Scaled)
 LZ0686
 LZ0686                          SUPERSEDED SURVEY CONTROL
 LZ0686
 LZ0686  NGVD 29 (??/??/92)  359.214  (m)         1178.52   (f) ADJ UNCH    2 0
 LZ0686
 LZ0686.Superseded values are not recommended for survey control.
 LZ0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0686.See file dsdata.txt to determine how the superseded data were derived.
 LZ0686
 LZ0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM940249(NAD 83)
 LZ0686_MARKER: O = CHISELED CIRCLE
 LZ0686_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0686_SP_SET: BRIDGE
 LZ0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0686
 LZ0686  HISTORY     - Date     Condition        Report By
 LZ0686  HISTORY     - UNK      MONUMENTED       BORR
 LZ0686  HISTORY     - 1934     GOOD             NGS
 LZ0686
 LZ0686                          STATION DESCRIPTION
 LZ0686
 LZ0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0686'3.1 MI W FROM ANSONIA.
 LZ0686'3.1 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 LZ0686'ANSONIA, TIOGA COUNTY, ABOUT 2,900 FEET EAST OF MILEPOST A 5,
 LZ0686'AT BRIDGE A 5.19, ON THE TOP OF THE SOUTH END OF THE EAST BACK
 LZ0686'WALL, 6 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND 2 FEET
 LZ0686'LOWER THAN THE TOP OF THE RAIL.  A CHISELED CROSS WITHIN A
 LZ0686'CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0175 ***********************************************************************
 MA0175  DESIGNATION -  118
 MA0175  PID         -  MA0175
 MA0175  STATE/COUNTY-  PA/CAMERON
 MA0175  USGS QUAD   -  DRIFTWOOD (1988)
 MA0175
 MA0175                         *CURRENT SURVEY CONTROL
 MA0175  ___________________________________________________________________
 MA0175* NAD 83(1986)-  41 19 54.     (N)    078 08 28.     (W)     SCALED    
 MA0175* NAVD 88     -       249.049  (meters)     817.09   (feet)  ADJUSTED  
 MA0175  ___________________________________________________________________
 MA0175  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 MA0175  DYNAMIC HT  -         248.940 (meters)     816.73  (feet)  COMP
 MA0175  MODELED GRAV-     980,178.8   (mgal)                       NAVD 88
 MA0175
 MA0175  VERT ORDER  -  SECOND    CLASS 0
 MA0175
 MA0175.The horizontal coordinates were scaled from a topographic map and have
 MA0175.an estimated accuracy of +/- 6 seconds.
 MA0175
 MA0175.The orthometric height was determined by differential leveling
 MA0175.and adjusted by the National Geodetic Survey in June 1991..
 MA0175
 MA0175.The geoid height was determined by GEOID03.
 MA0175
 MA0175.The dynamic height is computed by dividing the NAVD 88
 MA0175.geopotential number by the normal gravity value computed on the
 MA0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0175.degrees latitude (g = 980.6199 gals.).
 MA0175
 MA0175.The modeled gravity was interpolated from observed gravity values.
 MA0175
 MA0175;                    North         East    Units  Estimated Accuracy
 MA0175;SPC PA N     -   129,450.      567,260.      MT  (+/- 180 meters Scaled)
 MA0175
 MA0175                          SUPERSEDED SURVEY CONTROL
 MA0175
 MA0175  NGVD 29 (??/??/92)  249.222  (m)          817.66   (f) ADJ UNCH    2 0
 MA0175
 MA0175.Superseded values are not recommended for survey control.
 MA0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0175.See file dsdata.txt to determine how the superseded data were derived.
 MA0175
 MA0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF392795(NAD 83)
 MA0175_MARKER: Q = CHISELED SQUARE
 MA0175_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0175_SP_SET: ABUTMENT
 MA0175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0175
 MA0175  HISTORY     - Date     Condition        Report By
 MA0175  HISTORY     - UNK      MONUMENTED       PRR
 MA0175  HISTORY     - 1934     GOOD             NGS
 MA0175
 MA0175                          STATION DESCRIPTION
 MA0175
 MA0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0175'AT DRIFTWOOD.
 MA0175'AT DRIFTWOOD, CAMERON COUNTY, ABOUT 0.7 MILE WEST OF THE
 MA0175'PENNSYLVANIA RAILROAD STATION, ABOUT 2,030 FEET EAST OF MILEPOST
 MA0175'1, AT BRIDGE 109.24, ON THE TOP OF THE NORTH END OF THE EAST
 MA0175'STONE ABUTMENT, 23 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 MA0175'AND ABOUT 3 FEET LOWER THAN THE TOP OF THE RAIL.  A CHISELED
 MA0175'SQUARE, MARKED BY THE CHISELED LETTERS BM 118.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0051 ***********************************************************************
 KX0051  DESIGNATION -  118
 KX0051  PID         -  KX0051
 KX0051  STATE/COUNTY-  PA/BLAIR
 KX0051  USGS QUAD   -  BELLWOOD (1984)
 KX0051
 KX0051                         *CURRENT SURVEY CONTROL
 KX0051  ___________________________________________________________________
 KX0051* NAD 83(1986)-  40 34 10.     (N)    078 21 27.     (W)     SCALED    
 KX0051* NAVD 88     -       328.709  (meters)    1078.44   (feet)  ADJUSTED  
 KX0051  ___________________________________________________________________
 KX0051  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KX0051  DYNAMIC HT  -         328.539 (meters)    1077.88  (feet)  COMP
 KX0051  MODELED GRAV-     980,097.4   (mgal)                       NAVD 88
 KX0051
 KX0051  VERT ORDER  -  FIRST     CLASS I
 KX0051
 KX0051.The horizontal coordinates were scaled from a topographic map and have
 KX0051.an estimated accuracy of +/- 6 seconds.
 KX0051
 KX0051.The orthometric height was determined by differential leveling
 KX0051.and adjusted by the National Geodetic Survey in June 1991..
 KX0051
 KX0051.The geoid height was determined by GEOID03.
 KX0051
 KX0051.The dynamic height is computed by dividing the NAVD 88
 KX0051.geopotential number by the normal gravity value computed on the
 KX0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0051.degrees latitude (g = 980.6199 gals.).
 KX0051
 KX0051.The modeled gravity was interpolated from observed gravity values.
 KX0051
 KX0051;                    North         East    Units  Estimated Accuracy
 KX0051;SPC PA S     -   137,430.      548,560.      MT  (+/- 180 meters Scaled)
 KX0051
 KX0051                          SUPERSEDED SURVEY CONTROL
 KX0051
 KX0051  NGVD 29 (??/??/92)  328.869  (m)         1078.96   (f) ADJ UNCH    1 1
 KX0051
 KX0051.Superseded values are not recommended for survey control.
 KX0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0051.See file dsdata.txt to determine how the superseded data were derived.
 KX0051
 KX0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE236943(NAD 83)
 KX0051_MARKER: B = BOLT
 KX0051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0051_SP_SET: BRIDGE
 KX0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0051
 KX0051  HISTORY     - Date     Condition        Report By
 KX0051  HISTORY     - UNK      MONUMENTED       PRR
 KX0051  HISTORY     - 1966     GOOD             NGS
 KX0051
 KX0051                          STATION DESCRIPTION
 KX0051
 KX0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0051'2.4 MI SW FROM BELLWOOD.
 KX0051'ABOUT 2.45 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX0051'THE STATE HIGHWAY 865 OVERPASS AT BELLWOOD, ABOUT 4.5 MILES
 KX0051'NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION AT
 KX0051'ALTOONA, SET ON THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 KX0051'CONCRETE HEAD WALL OF BRIDGE NO. 231-86 (FORMERLY AN UNDERPASS)
 KX0051'6 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK,
 KX0051'1.9 FEET SOUTHWEST OF THE NORTHEAST END OF THE HEAD WALL AND 1
 KX0051'FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1548 ***********************************************************************
 MA1548  DESIGNATION -  1181.01
 MA1548  PID         -  MA1548
 MA1548  STATE/COUNTY-  PA/VENANGO
 MA1548  USGS QUAD   -  TITUSVILLE SOUTH (1977)
 MA1548
 MA1548                         *CURRENT SURVEY CONTROL
 MA1548  ___________________________________________________________________
 MA1548* NAD 83(1986)-  41 37 00.     (N)    079 39 28.     (W)     SCALED    
 MA1548* NAVD 88     -       359.649  (meters)    1179.95   (feet)  ADJUSTED  
 MA1548  ___________________________________________________________________
 MA1548  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 MA1548  DYNAMIC HT  -         359.496 (meters)    1179.45  (feet)  COMP
 MA1548  MODELED GRAV-     980,186.9   (mgal)                       NAVD 88
 MA1548
 MA1548  VERT ORDER  -  SECOND    CLASS 0
 MA1548
 MA1548.The horizontal coordinates were scaled from a topographic map and have
 MA1548.an estimated accuracy of +/- 6 seconds.
 MA1548
 MA1548.The orthometric height was determined by differential leveling
 MA1548.and adjusted by the National Geodetic Survey in June 1991..
 MA1548
 MA1548.The geoid height was determined by GEOID03.
 MA1548
 MA1548.The dynamic height is computed by dividing the NAVD 88
 MA1548.geopotential number by the normal gravity value computed on the
 MA1548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1548.degrees latitude (g = 980.6199 gals.).
 MA1548
 MA1548.The modeled gravity was interpolated from observed gravity values.
 MA1548
 MA1548;                    North         East    Units  Estimated Accuracy
 MA1548;SPC PA N     -   162,780.      441,010.      MT  (+/- 180 meters Scaled)
 MA1548
 MA1548                          SUPERSEDED SURVEY CONTROL
 MA1548
 MA1548  NGVD 29 (??/??/92)  359.813  (m)         1180.49   (f) ADJ UNCH    2 0
 MA1548
 MA1548.Superseded values are not recommended for survey control.
 MA1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1548.See file dsdata.txt to determine how the superseded data were derived.
 MA1548
 MA1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG118080(NAD 83)
 MA1548_MARKER: B = BOLT
 MA1548_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1548_SP_SET: BRIDGE
 MA1548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1548
 MA1548  HISTORY     - Date     Condition        Report By
 MA1548  HISTORY     - UNK      MONUMENTED       PRR
 MA1548  HISTORY     - 1935     GOOD             NGS
 MA1548  HISTORY     - 1973     GOOD             PADT
 MA1548
 MA1548                          STATION DESCRIPTION
 MA1548
 MA1548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1548'1.1 MI S FROM TITUSVILLE.
 MA1548'IN VENANGO COUNTY, ABOUT 1.1 MILES SOUTH ALONG THE PENNSYLVANIA
 MA1548'RAILROAD FROM THE STATION AT TITUSVILLE, CRAWFORD COUNTY, AT THE
 MA1548'NORTH END OF BRIDGE 121.59 OVER OIL CREEK IN THE TOP OF THE
 MA1548'EAST END OF THE NORTH BACK WALL, 5 FEET EAST OF THE EAST RAIL,
 MA1548'AND ABOUT LEVEL WITH THE TRACK.  A COPPER BOLT.
 MA1548
 MA1548                          STATION RECOVERY (1973)
 MA1548
 MA1548'RECOVERY NOTE BY PA DEPT OF TRANSP 1973
 MA1548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0872 ***********************************************************************
 KX0872  DESIGNATION -  1183
 KX0872  PID         -  KX0872
 KX0872  STATE/COUNTY-  PA/INDIANA
 KX0872  USGS QUAD   -  DAYTON (1993)
 KX0872
 KX0872                         *CURRENT SURVEY CONTROL
 KX0872  ___________________________________________________________________
 KX0872* NAD 83(1986)-  40 53 38.     (N)    079 10 04.     (W)     SCALED    
 KX0872* NAVD 88     -       360.44   (+/-2cm)    1182.5    (feet)  VERTCON   
 KX0872  ___________________________________________________________________
 KX0872  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KX0872
 KX0872  VERT ORDER  -  ? (See Below)
 KX0872
 KX0872.The horizontal coordinates were scaled from a topographic map and have
 KX0872.an estimated accuracy of +/- 6 seconds.
 KX0872
 KX0872.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0872.The vertical order pertains to the NGVD 29 superseded value.
 KX0872
 KX0872.The geoid height was determined by GEOID03.
 KX0872
 KX0872;                    North         East    Units  Estimated Accuracy
 KX0872;SPC PA S     -   174,240.      480,530.      MT  (+/- 180 meters Scaled)
 KX0872
 KX0872                          SUPERSEDED SURVEY CONTROL
 KX0872
 KX0872  NGVD 29 (??/??/92)  360.610  (m)         1183.10   (f) ADJ UNCH    ?  
 KX0872
 KX0872.Superseded values are not recommended for survey control.
 KX0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0872.See file dsdata.txt to determine how the superseded data were derived.
 KX0872
 KX0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF543285(NAD 83)
 KX0872_MARKER: Z = SEE DESCRIPTION
 KX0872_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0872_SP_SET: BRIDGE
 KX0872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0872
 KX0872  HISTORY     - Date     Condition        Report By
 KX0872  HISTORY     - UNK      MONUMENTED       USGS
 KX0872  HISTORY     - 1917     GOOD             BORR
 KX0872
 KX0872                          STATION DESCRIPTION
 KX0872
 KX0872'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1917
 KX0872'8.4 MI W FROM HAMILTON.
 KX0872'ABOUT 8.4 MILES WEST OF HAMILTON.  LOOP 0.25 MILES SOUTH OF U.S.G.S.
 KX0872'B.M. ON BRIDGE 238.89 ON BACKWALL OF NORTH ABUTMENT ON LEFT SIDE
 KX0872'OF TRACK STAMPED 1183 PITTSBURGH 12595 +82.0.  AN ALUMINUM TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0100 ***********************************************************************
 MA0100  DESIGNATION -  1186
 MA0100  PID         -  MA0100
 MA0100  STATE/COUNTY-  PA/CAMERON
 MA0100  USGS QUAD   -  EMPORIUM (1983)
 MA0100
 MA0100                         *CURRENT SURVEY CONTROL
 MA0100  ___________________________________________________________________
 MA0100* NAD 83(1986)-  41 35 23.     (N)    078 11 57.     (W)     SCALED    
 MA0100* NAVD 88     -       361.435  (meters)    1185.81   (feet)  ADJUSTED  
 MA0100  ___________________________________________________________________
 MA0100  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 MA0100  DYNAMIC HT  -         361.284 (meters)    1185.31  (feet)  COMP
 MA0100  MODELED GRAV-     980,196.1   (mgal)                       NAVD 88
 MA0100
 MA0100  VERT ORDER  -  SECOND    CLASS 0
 MA0100
 MA0100.The horizontal coordinates were scaled from a topographic map and have
 MA0100.an estimated accuracy of +/- 6 seconds.
 MA0100
 MA0100.The orthometric height was determined by differential leveling
 MA0100.and adjusted by the National Geodetic Survey in June 1991..
 MA0100
 MA0100.The geoid height was determined by GEOID03.
 MA0100
 MA0100.The dynamic height is computed by dividing the NAVD 88
 MA0100.geopotential number by the normal gravity value computed on the
 MA0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0100.degrees latitude (g = 980.6199 gals.).
 MA0100
 MA0100.The modeled gravity was interpolated from observed gravity values.
 MA0100
 MA0100;                    North         East    Units  Estimated Accuracy
 MA0100;SPC PA N     -   158,130.      562,550.      MT  (+/- 180 meters Scaled)
 MA0100
 MA0100                          SUPERSEDED SURVEY CONTROL
 MA0100
 MA0100  NGVD 29 (??/??/92)  361.586  (m)         1186.30   (f) ADJ UNCH    2 0
 MA0100
 MA0100.Superseded values are not recommended for survey control.
 MA0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0100.See file dsdata.txt to determine how the superseded data were derived.
 MA0100
 MA0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG334080(NAD 83)
 MA0100_MARKER: B = BOLT
 MA0100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0100_SP_SET: ABUTMENT
 MA0100_STAMPING: 1186
 MA0100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0100
 MA0100  HISTORY     - Date     Condition        Report By
 MA0100  HISTORY     - UNK      MONUMENTED       PRR
 MA0100  HISTORY     - 1934     GOOD             NGS
 MA0100
 MA0100                          STATION DESCRIPTION
 MA0100
 MA0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0100'5.8 MI N FROM EMPORIUM.
 MA0100'5.8 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA0100'AT EMPORIUM, CAMERON COUNTY, AT SIZERVILLE, AT BRIDGE 115.22, IN
 MA0100'THE TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT, 7 FEET
 MA0100'WEST OF THE CENTER LINE OF THE SOUTH-BOUND TRACK, AND 3 FEET
 MA0100'LOWER THAN THE TOP OF THE RAIL.  A COPPER BOLT, STAMPED 1186.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0869 ***********************************************************************
 KX0869  DESIGNATION -  1188
 KX0869  PID         -  KX0869
 KX0869  STATE/COUNTY-  PA/INDIANA
 KX0869  USGS QUAD   -  VALIER (1993)
 KX0869
 KX0869                         *CURRENT SURVEY CONTROL
 KX0869  ___________________________________________________________________
 KX0869* NAD 83(1986)-  40 55 03.     (N)    079 04 48.     (W)     SCALED    
 KX0869* NAVD 88     -       361.85   (+/-2cm)    1187.2    (feet)  VERTCON   
 KX0869  ___________________________________________________________________
 KX0869  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KX0869
 KX0869  VERT ORDER  -  ? (See Below)
 KX0869
 KX0869.The horizontal coordinates were scaled from a topographic map and have
 KX0869.an estimated accuracy of +/- 6 seconds.
 KX0869
 KX0869.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0869.The vertical order pertains to the NGVD 29 superseded value.
 KX0869
 KX0869.The geoid height was determined by GEOID03.
 KX0869
 KX0869;                    North         East    Units  Estimated Accuracy
 KX0869;SPC PA S     -   176,750.      487,970.      MT  (+/- 180 meters Scaled)
 KX0869
 KX0869                          SUPERSEDED SURVEY CONTROL
 KX0869
 KX0869  NGVD 29 (??/??/92)  362.009  (m)         1187.69   (f) ADJ UNCH    ?  
 KX0869
 KX0869.Superseded values are not recommended for survey control.
 KX0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0869.See file dsdata.txt to determine how the superseded data were derived.
 KX0869
 KX0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF616313(NAD 83)
 KX0869_MARKER: Z = SEE DESCRIPTION
 KX0869_SETTING: 0 = UNSPECIFIED SETTING
 KX0869_STAMPING: 1188 PITTSBURGH
 KX0869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0869
 KX0869  HISTORY     - Date     Condition        Report By
 KX0869  HISTORY     - UNK      MONUMENTED       USGS
 KX0869  HISTORY     - 1917     GOOD             BORR
 KX0869  HISTORY     - 1952     MARK NOT FOUND   NGS
 KX0869
 KX0869                          STATION DESCRIPTION
 KX0869
 KX0869'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1917
 KX0869'AT HAMILTON.
 KX0869'AT HAMILTON, 60 FEET SOUTH OF STATION AND 12.0 FEET TO LEFT OF
 KX0869'TRACK, IN TOP OF LARGE ROCK STAMPED 1188 PITTSBURGH 12289 +30.0.
 KX0869'ALUMINUM TABLET.
 KX0869
 KX0869                          STATION RECOVERY (1952)
 KX0869
 KX0869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 KX0869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0913 ***********************************************************************
 MA0913  DESIGNATION -  119
 MA0913  PID         -  MA0913
 MA0913  STATE/COUNTY-  PA/WARREN
 MA0913  USGS QUAD   -  LOTTSVILLE (1977)
 MA0913
 MA0913                         *CURRENT SURVEY CONTROL
 MA0913  ___________________________________________________________________
 MA0913* NAD 83(1986)-  41 55 02.     (N)    079 26 41.     (W)     SCALED    
 MA0913* NAVD 88     -       426.830  (meters)    1400.36   (feet)  ADJUSTED  
 MA0913  ___________________________________________________________________
 MA0913  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 MA0913  DYNAMIC HT  -         426.659 (meters)    1399.80  (feet)  COMP
 MA0913  MODELED GRAV-     980,209.2   (mgal)                       NAVD 88
 MA0913
 MA0913  VERT ORDER  -  SECOND    CLASS 0
 MA0913
 MA0913.The horizontal coordinates were scaled from a topographic map and have
 MA0913.an estimated accuracy of +/- 6 seconds.
 MA0913
 MA0913.The orthometric height was determined by differential leveling
 MA0913.and adjusted by the National Geodetic Survey in June 1991..
 MA0913
 MA0913.The geoid height was determined by GEOID03.
 MA0913
 MA0913.The dynamic height is computed by dividing the NAVD 88
 MA0913.geopotential number by the normal gravity value computed on the
 MA0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0913.degrees latitude (g = 980.6199 gals.).
 MA0913
 MA0913.The modeled gravity was interpolated from observed gravity values.
 MA0913
 MA0913;                    North         East    Units  Estimated Accuracy
 MA0913;SPC PA N     -   195,790.      459,420.      MT  (+/- 180 meters Scaled)
 MA0913
 MA0913                          SUPERSEDED SURVEY CONTROL
 MA0913
 MA0913  NGVD 29 (??/??/92)  426.991  (m)         1400.89   (f) ADJ UNCH    2 0
 MA0913
 MA0913.Superseded values are not recommended for survey control.
 MA0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0913.See file dsdata.txt to determine how the superseded data were derived.
 MA0913
 MA0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG289417(NAD 83)
 MA0913_MARKER: DD = SURVEY DISK
 MA0913_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0913_SP_SET: BRIDGE
 MA0913_STAMPING: 119 USGS HBC 1966
 MA0913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0913
 MA0913  HISTORY     - Date     Condition        Report By
 MA0913  HISTORY     - 1966     MONUMENTED       PADH
 MA0913  HISTORY     - 1968     GOOD             NGS
 MA0913  HISTORY     - 19980926 MARK NOT FOUND   USPSQD
 MA0913
 MA0913                          STATION DESCRIPTION
 MA0913
 MA0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MA0913'7 MI NW FROM PITTSFIELD.
 MA0913'7.0 MILES NORTHWEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH
 MA0913'STATE HIGHWAY 27 IN PITTSFIELD, 8.1 MILES SOUTHEAST OF COLUMBUS,
 MA0913'SET IN THE TOP OF THE NORTHWEST WINGWALL OF A BRIDGE, 60 FEET
 MA0913'NORTHWEST OF THE APPROXIMATE CENTER OF A ROAD LEADING SOUTH, 22
 MA0913'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND IS ABOUT
 MA0913'2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 MA0913
 MA0913                          STATION RECOVERY (1998)
 MA0913
 MA0913'RECOVERY NOTE BY US POWER SQUADRON 1998
 MA0913'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0053 ***********************************************************************
 KX0053  DESIGNATION -  119
 KX0053  PID         -  KX0053
 KX0053  STATE/COUNTY-  PA/BLAIR
 KX0053  USGS QUAD   -  BELLWOOD (1984)
 KX0053
 KX0053                         *CURRENT SURVEY CONTROL
 KX0053  ___________________________________________________________________
 KX0053* NAD 83(1986)-  40 33 20.     (N)    078 22 01.     (W)     SCALED    
 KX0053* NAVD 88     -       335.424  (meters)    1100.47   (feet)  ADJUSTED  
 KX0053  ___________________________________________________________________
 KX0053  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KX0053  DYNAMIC HT  -         335.249 (meters)    1099.90  (feet)  COMP
 KX0053  MODELED GRAV-     980,093.3   (mgal)                       NAVD 88
 KX0053
 KX0053  VERT ORDER  -  FIRST     CLASS I
 KX0053
 KX0053.The horizontal coordinates were scaled from a topographic map and have
 KX0053.an estimated accuracy of +/- 6 seconds.
 KX0053
 KX0053.The orthometric height was determined by differential leveling
 KX0053.and adjusted by the National Geodetic Survey in June 1991..
 KX0053
 KX0053.The geoid height was determined by GEOID03.
 KX0053
 KX0053.The dynamic height is computed by dividing the NAVD 88
 KX0053.geopotential number by the normal gravity value computed on the
 KX0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0053.degrees latitude (g = 980.6199 gals.).
 KX0053
 KX0053.The modeled gravity was interpolated from observed gravity values.
 KX0053
 KX0053;                    North         East    Units  Estimated Accuracy
 KX0053;SPC PA S     -   135,890.      547,750.      MT  (+/- 180 meters Scaled)
 KX0053
 KX0053                          SUPERSEDED SURVEY CONTROL
 KX0053
 KX0053  NGVD 29 (??/??/92)  335.583  (m)         1100.99   (f) ADJ UNCH    1 1
 KX0053
 KX0053.Superseded values are not recommended for survey control.
 KX0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0053.See file dsdata.txt to determine how the superseded data were derived.
 KX0053
 KX0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE229927(NAD 83)
 KX0053_MARKER: Q = CHISELED SQUARE
 KX0053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0053_SP_SET: ABUTMENT
 KX0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0053
 KX0053  HISTORY     - Date     Condition        Report By
 KX0053  HISTORY     - UNK      MONUMENTED       PRR
 KX0053  HISTORY     - 1966     GOOD             NGS
 KX0053
 KX0053                          STATION DESCRIPTION
 KX0053
 KX0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0053'3.4 MI NE FROM ALTOONA.
 KX0053'ABOUT 3.4 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0053'STATION AT ALTOONA, IN THE SOUTHWEST ABUTMENT OF BRIDGE OVER HOMER
 KX0053'GAP RUN, 86 FEET NORTHEAST OF THE NORTHEAST END OF TUNNEL NO.
 KX0053'232-99 AND BENCH MARK Q 344 DESCRIBED, 8.6 FEET SOUTHEAST OF THE
 KX0053'SOUTHEAST RAIL AND 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0265 ***********************************************************************
 MA0265  DESIGNATION -  119 DRD
 MA0265  PID         -  MA0265
 MA0265  STATE/COUNTY-  PA/CLEARFIELD
 MA0265  USGS QUAD   -  CLEARFIELD (1981)
 MA0265
 MA0265                         *CURRENT SURVEY CONTROL
 MA0265  ___________________________________________________________________
 MA0265* NAD 83(1986)-  41 03 01.     (N)    078 26 07.     (W)     SCALED    
 MA0265* NAVD 88     -       446.859  (meters)    1466.07   (feet)  ADJUSTED  
 MA0265  ___________________________________________________________________
 MA0265  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 MA0265  DYNAMIC HT  -         446.649 (meters)    1465.38  (feet)  COMP
 MA0265  MODELED GRAV-     980,140.2   (mgal)                       NAVD 88
 MA0265
 MA0265  VERT ORDER  -  SECOND    CLASS 0
 MA0265
 MA0265.The horizontal coordinates were scaled from a topographic map and have
 MA0265.an estimated accuracy of +/- 6 seconds.
 MA0265
 MA0265.The orthometric height was determined by differential leveling
 MA0265.and adjusted by the National Geodetic Survey in June 1991..
 MA0265
 MA0265.The geoid height was determined by GEOID03.
 MA0265
 MA0265.The dynamic height is computed by dividing the NAVD 88
 MA0265.geopotential number by the normal gravity value computed on the
 MA0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0265.degrees latitude (g = 980.6199 gals.).
 MA0265
 MA0265.The modeled gravity was interpolated from observed gravity values.
 MA0265
 MA0265;                    North         East    Units  Estimated Accuracy
 MA0265;SPC PA N     -    98,360.      542,390.      MT  (+/- 180 meters Scaled)
 MA0265
 MA0265                          SUPERSEDED SURVEY CONTROL
 MA0265
 MA0265  NGVD 29 (??/??/92)  447.015  (m)         1466.58   (f) ADJ UNCH    2 0
 MA0265
 MA0265.Superseded values are not recommended for survey control.
 MA0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0265.See file dsdata.txt to determine how the superseded data were derived.
 MA0265
 MA0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF155475(NAD 83)
 MA0265_MARKER: DD = SURVEY DISK
 MA0265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0265_SP_SET: WELL CURB
 MA0265_STAMPING: 119 DRD 1467 1958
 MA0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0265
 MA0265  HISTORY     - Date     Condition        Report By
 MA0265  HISTORY     - 1958     MONUMENTED       USGS
 MA0265  HISTORY     - 1959     GOOD             NGS
 MA0265
 MA0265                          STATION DESCRIPTION
 MA0265
 MA0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MA0265'2.1 MI E FROM CLEARFIELD.
 MA0265'0.55 MILE EAST ALONG STATE HIGHWAY 879 FROM THE POST OFFICE AT
 MA0265'CLEARFIELD, THENCE 1.55 MILE NORTHEAST ALONG A BLACKTOP ROAD, SET
 MA0265'IN TOP AND AT THE SOUTHEAST CORNER OF A WELL CURBING, 58 FEET
 MA0265'EAST OF THE EAST SIDE OF A TWO STORY FRAME HOME, 0.05 MILE EAST
 MA0265'OF A Y ROAD JUNCTION, 68 FEET NORTH OF THE CENTERLINE OF THE
 MA0265'BLACKTOP ROAD, 4 FEET ABOVE THE BLACKTOP ROAD, AND ABOUT 6
 MA0265'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0855 ***********************************************************************
 MA0855  DESIGNATION -  1193
 MA0855  PID         -  MA0855
 MA0855  STATE/COUNTY-  PA/WARREN
 MA0855  USGS QUAD   -  WARREN (1981)
 MA0855
 MA0855                         *CURRENT SURVEY CONTROL
 MA0855  ___________________________________________________________________
 MA0855* NAD 83(1986)-  41 50 36.     (N)    079 09 33.     (W)     SCALED    
 MA0855* NAVD 88     -       363.537  (meters)    1192.70   (feet)  ADJUSTED  
 MA0855  ___________________________________________________________________
 MA0855  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 MA0855  DYNAMIC HT  -         363.392 (meters)    1192.23  (feet)  COMP
 MA0855  MODELED GRAV-     980,211.8   (mgal)                       NAVD 88
 MA0855
 MA0855  VERT ORDER  -  FIRST     CLASS II
 MA0855
 MA0855.The horizontal coordinates were scaled from a topographic map and have
 MA0855.an estimated accuracy of +/- 6 seconds.
 MA0855
 MA0855.The orthometric height was determined by differential leveling
 MA0855.and adjusted by the National Geodetic Survey in June 1991..
 MA0855
 MA0855.The geoid height was determined by GEOID03.
 MA0855
 MA0855.The dynamic height is computed by dividing the NAVD 88
 MA0855.geopotential number by the normal gravity value computed on the
 MA0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0855.degrees latitude (g = 980.6199 gals.).
 MA0855
 MA0855.The modeled gravity was interpolated from observed gravity values.
 MA0855
 MA0855;                    North         East    Units  Estimated Accuracy
 MA0855;SPC PA N     -   187,160.      482,970.      MT  (+/- 180 meters Scaled)
 MA0855
 MA0855                          SUPERSEDED SURVEY CONTROL
 MA0855
 MA0855  NGVD 29 (??/??/92)  363.70   (m)         1193.2    (f) COMPUTED    1 2
 MA0855
 MA0855.Superseded values are not recommended for survey control.
 MA0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0855.See file dsdata.txt to determine how the superseded data were derived.
 MA0855
 MA0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG528340(NAD 83)
 MA0855_MARKER: DD = SURVEY DISK
 MA0855_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0855_SP_SET: BRIDGE WALL
 MA0855_STAMPING: 1193 DUNKIRK 1899
 MA0855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0855
 MA0855  HISTORY     - Date     Condition        Report By
 MA0855  HISTORY     - 1899     MONUMENTED       USGS
 MA0855  HISTORY     - 1936     GOOD             NGS
 MA0855  HISTORY     - 19960908 MARK NOT FOUND   USPSQD
 MA0855  HISTORY     - 20020726 GOOD             PADT
 MA0855
 MA0855                          STATION DESCRIPTION
 MA0855
 MA0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 MA0855'AT WARREN.
 MA0855'BENCH MARK FOUND TO BE 83 YDS. SOUTHEAST OF SOUTH CORNER OF PRR
 MA0855'STATION AT WARREN, 65 FEET SOUTHEAST INTERSECTION TRACK AND U.S.
 MA0855'HIGHWAY 6, ON PARAPET WALL OF WEST CORNER OF BRIDGE 65/90, 8.8
 MA0855'FT. SOUTHWEST OF SOUTHWEST RAIL OF MAIN TRACK.
 MA0855
 MA0855                          STATION RECOVERY (1996)
 MA0855
 MA0855'RECOVERY NOTE BY US POWER SQUADRON 1996
 MA0855'MARK NOT FOUND.
 MA0855
 MA0855                          STATION RECOVERY (2002)
 MA0855
 MA0855'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (SRO)
 MA0855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0856 ***********************************************************************
 MA0856  DESIGNATION -  1193 RESET
 MA0856  PID         -  MA0856
 MA0856  STATE/COUNTY-  PA/WARREN
 MA0856  USGS QUAD   -  WARREN (1981)
 MA0856
 MA0856                         *CURRENT SURVEY CONTROL
 MA0856  ___________________________________________________________________
 MA0856* NAD 83(1986)-  41 50 36.     (N)    079 09 33.     (W)     SCALED    
 MA0856* NAVD 88     -       363.55   (+/-2cm)    1192.7    (feet)  VERTCON   
 MA0856  ___________________________________________________________________
 MA0856  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 MA0856
 MA0856  VERT ORDER  -  THIRD (See Below)
 MA0856
 MA0856.The horizontal coordinates were scaled from a topographic map and have
 MA0856.an estimated accuracy of +/- 6 seconds.
 MA0856
 MA0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA0856.The vertical order pertains to the NGVD 29 superseded value.
 MA0856
 MA0856.The geoid height was determined by GEOID03.
 MA0856
 MA0856;                    North         East    Units  Estimated Accuracy
 MA0856;SPC PA N     -   187,160.      482,970.      MT  (+/- 180 meters Scaled)
 MA0856
 MA0856                          SUPERSEDED SURVEY CONTROL
 MA0856
 MA0856  NGVD 29 (??/??/??)  363.72   (m)         1193.3    (f) RESET       3  
 MA0856
 MA0856.Superseded values are not recommended for survey control.
 MA0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0856.See file dsdata.txt to determine how the superseded data were derived.
 MA0856
 MA0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG528340(NAD 83)
 MA0856_MARKER: DD = SURVEY DISK
 MA0856_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0856_SP_SET: BRIDGE WALL
 MA0856_STAMPING: RESET 1948
 MA0856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0856+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2004
 MA0856
 MA0856  HISTORY     - Date     Condition        Report By
 MA0856  HISTORY     - 1948     MONUMENTED       LOCENG
 MA0856  HISTORY     - 19960908 GOOD             USPSQD
 MA0856  HISTORY     - 20041009 GOOD             USPSQD
 MA0856
 MA0856                          STATION DESCRIPTION
 MA0856
 MA0856'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1948
 MA0856'AT WARREN.
 MA0856'AT WARREN, WARREN COUNTY, ON THE PENNSYLVANIA RAILROAD, 83
 MA0856'YARDS SOUTHEAST OF THE SOUTH CORNER OF THE STATION, 65 FEET
 MA0856'SOUTHEAST OF THE CROSSING OF U.S. HIGHWAY 6, IN THE WEST CORNER
 MA0856'OF BRIDGE 65.90, IN THE TOP OF THE PARAPET WALL, AND 8.8 FEET
 MA0856'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK.  A UNITED
 MA0856'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED RESET 1948.
 MA0856
 MA0856                          STATION RECOVERY (1996)
 MA0856
 MA0856'RECOVERY NOTE BY US POWER SQUADRON 1996
 MA0856'RECOVERED IN GOOD CONDITION.
 MA0856
 MA0856                          STATION RECOVERY (2004)
 MA0856
 MA0856'RECOVERY NOTE BY US POWER SQUADRON 2004 (SL)
 MA0856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1087 ***********************************************************************
 KX1087  DESIGNATION -  1195
 KX1087  PID         -  KX1087
 KX1087  STATE/COUNTY-  PA/WESTMORELAND
 KX1087  USGS QUAD   -  LIGONIER (1977)
 KX1087
 KX1087                         *CURRENT SURVEY CONTROL
 KX1087  ___________________________________________________________________
 KX1087* NAD 83(1986)-  40 14 35.     (N)    079 14 18.     (W)     SCALED    
 KX1087* NAVD 88     -       364.116  (meters)    1194.60   (feet)  ADJUSTED  
 KX1087  ___________________________________________________________________
 KX1087  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KX1087  DYNAMIC HT  -         363.919 (meters)    1193.96  (feet)  COMP
 KX1087  MODELED GRAV-     980,073.9   (mgal)                       NAVD 88
 KX1087
 KX1087  VERT ORDER  -  SECOND    CLASS 0
 KX1087
 KX1087.The horizontal coordinates were scaled from a topographic map and have
 KX1087.an estimated accuracy of +/- 6 seconds.
 KX1087
 KX1087.The orthometric height was determined by differential leveling
 KX1087.and adjusted by the National Geodetic Survey in June 1991..
 KX1087
 KX1087.The geoid height was determined by GEOID03.
 KX1087
 KX1087.The dynamic height is computed by dividing the NAVD 88
 KX1087.geopotential number by the normal gravity value computed on the
 KX1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1087.degrees latitude (g = 980.6199 gals.).
 KX1087
 KX1087.The modeled gravity was interpolated from observed gravity values.
 KX1087
 KX1087;                    North         East    Units  Estimated Accuracy
 KX1087;SPC PA S     -   102,080.      473,370.      MT  (+/- 180 meters Scaled)
 KX1087
 KX1087                          SUPERSEDED SURVEY CONTROL
 KX1087
 KX1087  NGVD 29 (??/??/92)  364.297  (m)         1195.20   (f) ADJ UNCH    2 0
 KX1087
 KX1087.Superseded values are not recommended for survey control.
 KX1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1087.See file dsdata.txt to determine how the superseded data were derived.
 KX1087
 KX1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE498562(NAD 83)
 KX1087_MARKER: DB = BENCH MARK DISK
 KX1087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1087_SP_SET: STEP
 KX1087_STAMPING: PA 1195
 KX1087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1087
 KX1087  HISTORY     - Date     Condition        Report By
 KX1087  HISTORY     - UNK      MONUMENTED       USGS
 KX1087  HISTORY     - 1954     GOOD             NGS
 KX1087  HISTORY     - 19991201 GOOD             PADT
 KX1087
 KX1087                          STATION DESCRIPTION
 KX1087
 KX1087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KX1087'AT LIGONIER.
 KX1087'AT LIGONIER, AT THE SOUTHWEST SIDE OF SQUARE, ABOUT 17 YARDS
 KX1087'NORTHWEST OF NORTHWEST CURB OF SOUTH MARK STREET (STATE HIGHWAY
 KX1087'711), IN THE TOP OF THE SOUTHEAST END OF THE BOTTOM CONCRETE
 KX1087'STEP AT ENTRANCE TO METHODIST CHURCH AND 3/4 FEET ABOVE LEVEL
 KX1087'OF SIDE WALK.
 KX1087
 KX1087                          STATION RECOVERY (1999)
 KX1087
 KX1087'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (AAP)
 KX1087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1363 ***********************************************************************
 MA1363  DESIGNATION -  1196
 MA1363  PID         -  MA1363
 MA1363  STATE/COUNTY-  PA/BUTLER
 MA1363  USGS QUAD   -  WEST SUNBURY (1979)
 MA1363
 MA1363                         *CURRENT SURVEY CONTROL
 MA1363  ___________________________________________________________________
 MA1363* NAD 83(1986)-  41 01 21.     (N)    079 59 48.     (W)     SCALED    
 MA1363* NAVD 88     -       364.502  (meters)    1195.87   (feet)  ADJUSTED  
 MA1363  ___________________________________________________________________
 MA1363  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MA1363  DYNAMIC HT  -         364.325 (meters)    1195.29  (feet)  COMP
 MA1363  MODELED GRAV-     980,128.5   (mgal)                       NAVD 88
 MA1363
 MA1363  VERT ORDER  -  SECOND    CLASS 0
 MA1363
 MA1363.The horizontal coordinates were scaled from a topographic map and have
 MA1363.an estimated accuracy of +/- 6 seconds.
 MA1363
 MA1363.The orthometric height was determined by differential leveling
 MA1363.and adjusted by the National Geodetic Survey in June 1991..
 MA1363
 MA1363.The geoid height was determined by GEOID03.
 MA1363
 MA1363.The dynamic height is computed by dividing the NAVD 88
 MA1363.geopotential number by the normal gravity value computed on the
 MA1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1363.degrees latitude (g = 980.6199 gals.).
 MA1363
 MA1363.The modeled gravity was interpolated from observed gravity values.
 MA1363
 MA1363;                    North         East    Units  Estimated Accuracy
 MA1363;SPC PA S     -   189,970.      411,060.      MT  (+/- 180 meters Scaled)
 MA1363
 MA1363                          SUPERSEDED SURVEY CONTROL
 MA1363
 MA1363  NGVD 29 (??/??/92)  364.630  (m)         1196.29   (f) ADJ UNCH    2 0
 MA1363
 MA1363.Superseded values are not recommended for survey control.
 MA1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1363.See file dsdata.txt to determine how the superseded data were derived.
 MA1363
 MA1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF843417(NAD 83)
 MA1363_MARKER: DD = SURVEY DISK
 MA1363_SETTING: 80 = SET IN A BOULDER
 MA1363_SP_SET: BOULDER
 MA1363_STAMPING: 1196 ADJ 1903
 MA1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1363+STABILITY: SURFACE MOTION
 MA1363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA1363+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2003
 MA1363
 MA1363  HISTORY     - Date     Condition        Report By
 MA1363  HISTORY     - 1903     MONUMENTED       USGS
 MA1363  HISTORY     - 1935     GOOD             NGS
 MA1363  HISTORY     - 20010118 MARK NOT FOUND   INDIV
 MA1363  HISTORY     - 20030413 GOOD             PA-019
 MA1363
 MA1363                          STATION DESCRIPTION
 MA1363
 MA1363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1363'2.5 MI SE FROM KEISTERS.
 MA1363'ABOUT 2.5 MILES SOUTHEAST ALONG THE BESSEMER AND LAKE ERIE
 MA1363'RAILROAD FROM THE STATION AT KEISTERS, BULTER COUNTY, ABOUT 2,100
 MA1363'FEET EAST OF MILEPOST 16.5, AT A DIRT-ROAD CROSSING, ABOUT 60
 MA1363'FEET NORTH OF THE NORTH RAIL, 21 FEET EAST OF THE CENTER LINE
 MA1363'OF THE ROAD, IN THE TOP OF THE CENTER OF A 3-1/2- BY 5-FOOT
 MA1363'BOULDER, AND ABOUT 4 FEET HIGHER THAN THE ROADWAY.  A UNITED
 MA1363'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1196 ADJ 1903.
 MA1363
 MA1363                          STATION RECOVERY (2001)
 MA1363
 MA1363'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (TFM)
 MA1363'LARGE BOULDER AS DESCRIBED BY 1935 SURVEY NO LONGER EXISTS 21 FEET
 MA1363'EAST OF THE CENTER LINE OF THE ROAD AT THIS MARKER LOCATION.  BOULDER
 MA1363'MAY HAVE BEEN MOVED DURING FIELD CLEARING OPERATIONS IN THE PAST.
 MA1363
 MA1363                          STATION RECOVERY (2003)
 MA1363
 MA1363'RECOVERY NOTE BY BUTLER COUNTY PENNSYLVANIA 2003 (RLC)
 MA1363'THE RAILROAD STATION AT KEISTERS NO LONGER EXISTS. THE DIRT-ROAD HAS
 MA1363'BEEN REPLACED BY PAVED BLACKTOP. THE MARK IS LOCATED ON THE PROPERTY
 MA1363'OF WILLIAM PATTERSON. IT IS ABOUT 3 FEET OFF THE EAST BERM AND 2 FEET
 MA1363'FROM A POWER POLE. THE 1903 DATE IS OBSCURED.
 MA1363' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0039 ***********************************************************************
 KY0039  DESIGNATION -  12
 KY0039  PID         -  KY0039
 KY0039  STATE/COUNTY-  PA/BEAVER
 KY0039  USGS QUAD   -  BEAVER (1979)
 KY0039
 KY0039                         *CURRENT SURVEY CONTROL
 KY0039  ___________________________________________________________________
 KY0039* NAD 83(1986)-  40 41 28.     (N)    080 17 17.     (W)     SCALED    
 KY0039* NAVD 88     -       228.695  (meters)     750.31   (feet)  ADJUSTED  
 KY0039  ___________________________________________________________________
 KY0039  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 KY0039  DYNAMIC HT  -         228.579 (meters)     749.93  (feet)  COMP
 KY0039  MODELED GRAV-     980,112.4   (mgal)                       NAVD 88
 KY0039
 KY0039  VERT ORDER  -  FIRST     CLASS I
 KY0039
 KY0039.The horizontal coordinates were scaled from a topographic map and have
 KY0039.an estimated accuracy of +/- 6 seconds.
 KY0039
 KY0039.The orthometric height was determined by differential leveling
 KY0039.and adjusted by the National Geodetic Survey in June 1991..
 KY0039
 KY0039.The geoid height was determined by GEOID03.
 KY0039
 KY0039.The dynamic height is computed by dividing the NAVD 88
 KY0039.geopotential number by the normal gravity value computed on the
 KY0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0039.degrees latitude (g = 980.6199 gals.).
 KY0039
 KY0039.The modeled gravity was interpolated from observed gravity values.
 KY0039
 KY0039;                    North         East    Units  Estimated Accuracy
 KY0039;SPC PA S     -   153,850.      385,500.      MT  (+/- 180 meters Scaled)
 KY0039
 KY0039                          SUPERSEDED SURVEY CONTROL
 KY0039
 KY0039  NGVD 29 (??/??/92)  228.815  (m)          750.70   (f) ADJ UNCH    1 1
 KY0039
 KY0039.Superseded values are not recommended for survey control.
 KY0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0039.See file dsdata.txt to determine how the superseded data were derived.
 KY0039
 KY0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF601047(NAD 83)
 KY0039_MARKER: Z = SEE DESCRIPTION
 KY0039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0039_SP_SET: STEP
 KY0039_STAMPING: 12
 KY0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0039
 KY0039  HISTORY     - Date     Condition        Report By
 KY0039  HISTORY     - UNK      MONUMENTED       DOD
 KY0039  HISTORY     - 1966     GOOD             NGS
 KY0039
 KY0039                          STATION DESCRIPTION
 KY0039
 KY0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY0039'AT MONACA.
 KY0039'ABOUT 0.7 MILE NORTH ALONG THE PITTSBURGH AND LAKE ERIE RAILROAD
 KY0039'FROM THE STATION AT MONACA, AT THE NORTH EDGE OF MONACA, SET ON
 KY0039'THE TOP OF THE EAST END OF THE BOTTOM STEP OF THE SOUTH STONE
 KY0039'ABUTMENT OF THE RAILROAD BRIDGE OVER THE OHIO RIVER, 16 FEET EAST
 KY0039'OF THE EAST RAIL OF THE EAST ONE OF 2 TRACKS, 1 FOOT WEST OF THE
 KY0039'EAST END OF THE STEP AND 4 1/2 FEET BELOW LEVEL OF TRACKS.
 KY0039'NOTE-- ALSO 0.65 MILE SOUTH OF THE STATION AT BEAVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0471 ***********************************************************************
 JW0471  DESIGNATION -  12
 JW0471  PID         -  JW0471
 JW0471  STATE/COUNTY-  PA/BEDFORD
 JW0471  USGS QUAD   -  BUFFALO MILLS (1977)
 JW0471
 JW0471                         *CURRENT SURVEY CONTROL
 JW0471  ___________________________________________________________________
 JW0471* NAD 83(1986)-  39 56 55.     (N)    078 38 41.     (W)     SCALED    
 JW0471* NAVD 88     -       394.262  (meters)    1293.51   (feet)  POSTED    
 JW0471  ___________________________________________________________________
 JW0471  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 JW0471  DYNAMIC HT  -         394.030 (meters)    1292.75  (feet)  COMP
 JW0471  MODELED GRAV-     980,034.4   (mgal)                       NAVD 88
 JW0471
 JW0471  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JW0471
 JW0471.The horizontal coordinates were scaled from a topographic map and have
 JW0471.an estimated accuracy of +/- 6 seconds.
 JW0471
 JW0471.The orthometric height was determined by differential leveling
 JW0471.and adjusted by the National Geodetic Survey in 1992..
 JW0471.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JW0471.rate of 0.0 thru 1.0 mm/km.
 JW0471
 JW0471.The geoid height was determined by GEOID03.
 JW0471
 JW0471.The dynamic height is computed by dividing the NAVD 88
 JW0471.geopotential number by the normal gravity value computed on the
 JW0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0471.degrees latitude (g = 980.6199 gals.).
 JW0471
 JW0471.The modeled gravity was interpolated from observed gravity values.
 JW0471
 JW0471;                    North         East    Units  Estimated Accuracy
 JW0471;SPC PA S     -    68,710.      523,540.      MT  (+/- 180 meters Scaled)
 JW0471
 JW0471                          SUPERSEDED SURVEY CONTROL
 JW0471
 JW0471  NGVD 29 (??/??/92)  394.425  (m)         1294.04   (f) ADJ UNCH    2 0
 JW0471
 JW0471.Superseded values are not recommended for survey control.
 JW0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0471.See file dsdata.txt to determine how the superseded data were derived.
 JW0471
 JW0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE012247(NAD 83)
 JW0471_MARKER: B = BOLT
 JW0471_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0471_SP_SET: BRIDGE
 JW0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0471
 JW0471  HISTORY     - Date     Condition        Report By
 JW0471  HISTORY     - UNK      MONUMENTED       CGS
 JW0471  HISTORY     - 1935     GOOD             NGS
 JW0471
 JW0471                          STATION DESCRIPTION
 JW0471
 JW0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0471'10.1 MI N FROM HYNDMAN.
 JW0471'ABOUT 10.1 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JW0471'STATION AT HYNDMAN, BEDFORD COUNTY, AT BRIDGE 58.84 OVER BRANTS
 JW0471'HOLLOW RUN, IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT,
 JW0471'AND 9 FEET EAST OF THE CENTER LINE OF THE TRACK.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1837 ***********************************************************************
 KX1837  DESIGNATION -  12 EGB
 KX1837  PID         -  KX1837
 KX1837  STATE/COUNTY-  PA/INDIANA
 KX1837  USGS QUAD   -  VALIER (1993)
 KX1837
 KX1837                         *CURRENT SURVEY CONTROL
 KX1837  ___________________________________________________________________
 KX1837* NAD 83(1986)-  40 52 41.     (N)    079 04 33.     (W)     SCALED    
 KX1837* NAVD 88     -       452.376  (meters)    1484.17   (feet)  ADJUSTED  
 KX1837  ___________________________________________________________________
 KX1837  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KX1837  DYNAMIC HT  -         452.149 (meters)    1483.43  (feet)  COMP
 KX1837  MODELED GRAV-     980,109.2   (mgal)                       NAVD 88
 KX1837
 KX1837  VERT ORDER  -  FIRST     CLASS II
 KX1837
 KX1837.The horizontal coordinates were scaled from a topographic map and have
 KX1837.an estimated accuracy of +/- 6 seconds.
 KX1837
 KX1837.The orthometric height was determined by differential leveling
 KX1837.and adjusted by the National Geodetic Survey in June 1991..
 KX1837
 KX1837.The geoid height was determined by GEOID03.
 KX1837
 KX1837.The dynamic height is computed by dividing the NAVD 88
 KX1837.geopotential number by the normal gravity value computed on the
 KX1837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1837.degrees latitude (g = 980.6199 gals.).
 KX1837
 KX1837.The modeled gravity was interpolated from observed gravity values.
 KX1837
 KX1837;                    North         East    Units  Estimated Accuracy
 KX1837;SPC PA S     -   172,360.      488,250.      MT  (+/- 180 meters Scaled)
 KX1837
 KX1837                          SUPERSEDED SURVEY CONTROL
 KX1837
 KX1837  NGVD 29 (06/03/92)  452.539  (m)         1484.70   (f) ADJUSTED    1 2
 KX1837
 KX1837.Superseded values are not recommended for survey control.
 KX1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1837.See file dsdata.txt to determine how the superseded data were derived.
 KX1837
 KX1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF621270(NAD 83)
 KX1837_MARKER: DD = SURVEY DISK
 KX1837_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KX1837_SP_SET: HEADWALL OF CULVERT
 KX1837_STAMPING: 1485 12 EGB 1967
 KX1837_MARK LOGO: USGS  
 KX1837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1837+STABILITY: SURFACE MOTION
 KX1837
 KX1837  HISTORY     - Date     Condition        Report By
 KX1837  HISTORY     - 1967     MONUMENTED       USGS
 KX1837  HISTORY     - 1982     GOOD             NGS
 KX1837
 KX1837                          STATION DESCRIPTION
 KX1837
 KX1837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1837'IN TRADE CITY.
 KX1837'IN TRADE CITY, AT THE JUNCTION OF STATE HIGHWAY 210 AND 954, 55.5
 KX1837'METERS (182 FT) SOUTH OF THE INTERSECTION ON 210 ON THE WEST SIDE ON
 KX1837'HIGHWAY 210 IN THE HEADWALL OF A CULVERT.  4.9 METERS (15.4 FT) WEST
 KX1837'FROM THE CENTERLINE OF HIGHWAY 210 NORTH, 55.6 METERS (182.0 FT) SOUTH
 KX1837'FROM THE JUNCTION OF STATE HIGHWAYS 210 AND 954, 16.9 METERS (55.4 FT)
 KX1837'SOUTH WEST OF THE POWER POLE WITH THE LABEL JUNCTION POLE NO. 158,
 KX1837'0.52 METERS (1.7 FT) SOUTH OF NORTH END OF HEADWALL.
 KX1837'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2076 ***********************************************************************
 MA2076  DESIGNATION -  12 N 1131 ET
 MA2076  PID         -  MA2076
 MA2076  STATE/COUNTY-  PA/VENANGO
 MA2076  USGS QUAD   -  FRANKLIN (1972)
 MA2076
 MA2076                         *CURRENT SURVEY CONTROL
 MA2076  ___________________________________________________________________
 MA2076* NAD 83(1992)-  41 29 55.27423(N)    079 52 12.32490(W)     ADJUSTED  
 MA2076* NAVD 88     -       344.53   (+/-2cm)    1130.3    (feet)  VERTCON   
 MA2076  ___________________________________________________________________
 MA2076  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 MA2076  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 MA2076
 MA2076  HORZ ORDER  -  THIRD
 MA2076  VERT ORDER  -  THIRD ? (See Below)
 MA2076
 MA2076.The horizontal coordinates were established by classical geodetic methods
 MA2076.and adjusted by the National Geodetic Survey in June 2002..
 MA2076.No horizontal observational check was made to the station.
 MA2076
 MA2076.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2076.The vertical order pertains to the NGVD 29 superseded value.
 MA2076
 MA2076.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2076
 MA2076.The geoid height was determined by GEOID03.
 MA2076
 MA2076;                    North         East     Units Scale Factor Converg.
 MA2076;SPC PA N     -   150,092.798   423,002.153   MT  0.99995784   -1 24 09.1
 MA2076;SPC PA N     -   492,429.45  1,387,799.56   sFT  0.99995784   -1 24 09.1
 MA2076;UTM  17      - 4,594,734.688   594,308.060   MT  0.99970945   +0 44 55.5
 MA2076
 MA2076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2076!SPC PA N     -   0.99995120  x   0.99995784  =   0.99990904
 MA2076!UTM  17      -   0.99995120  x   0.99970945  =   0.99966066
 MA2076
 MA2076                          SUPERSEDED SURVEY CONTROL
 MA2076
 MA2076  NAD 83(1995)-  41 29 55.27698(N)    079 52 12.32850(W) AD(       ) 3
 MA2076  NAD 83(1986)-  41 29 55.27504(N)    079 52 12.32816(W) AD(       ) 3
 MA2076  NAD 27      -  41 29 55.07047(N)    079 52 13.11133(W) AD(       ) 3
 MA2076  NGVD 29 (07/19/86)  344.69   (m)         1130.9    (f) LEVELING    3  
 MA2076
 MA2076.Superseded values are not recommended for survey control.
 MA2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2076.See file dsdata.txt to determine how the superseded data were derived.
 MA2076
 MA2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF9430894735(NAD 83)
 MA2076_MARKER: DD = SURVEY DISK
 MA2076_SETTING: 0 = UNSPECIFIED SETTING
 MA2076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA2076
 MA2076  HISTORY     - Date     Condition        Report By
 MA2076  HISTORY     - 1962     MONUMENTED       USGS
 MA2076
 MA2076                          STATION DESCRIPTION
 MA2076
 MA2076'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 MA2076'COOPERSTOWN, IN SE. STONE WINGWALL OF STATE HIGHWAY 427J BRIDGE OVER
 MA2076'SUGAR CREEK, STANDARD DISK STAMPED---12 N 1962 1131 ET---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1883 ***********************************************************************
 KV1883  DESIGNATION -  12 PRR
 KV1883  PID         -  KV1883
 KV1883  STATE/COUNTY-  PA/MONTGOMERY
 KV1883  USGS QUAD   -  HATBORO (1966)
 KV1883
 KV1883                         *CURRENT SURVEY CONTROL
 KV1883  ___________________________________________________________________
 KV1883* NAD 83(1996)-  40 09 38.33966(N)    075 04 27.82782(W)     ADJUSTED  
 KV1883* NAVD 88     -        62.695  (meters)     205.69   (feet)  ADJUSTED  
 KV1883  ___________________________________________________________________
 KV1883  X           -   1,257,235.905 (meters)                     COMP
 KV1883  Y           -  -4,716,556.920 (meters)                     COMP
 KV1883  Z           -   4,091,653.052 (meters)                     COMP
 KV1883  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 KV1883  ELLIP HEIGHT-          29.32  (meters)          (08/10/01) GPS OBS
 KV1883  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KV1883  DYNAMIC HT  -          62.665 (meters)     205.59  (feet)  COMP
 KV1883  MODELED GRAV-     980,153.0   (mgal)                       NAVD 88
 KV1883
 KV1883  HORZ ORDER  -  FIRST
 KV1883  VERT ORDER  -  SECOND    CLASS 0
 KV1883  ELLP ORDER  -  FOURTH    CLASS II
 KV1883
 KV1883.The horizontal coordinates were established by GPS observations
 KV1883.and adjusted by the National Geodetic Survey in May 1999..
 KV1883
 KV1883.The orthometric height was determined by differential leveling
 KV1883.and adjusted by the National Geodetic Survey in June 1991..
 KV1883
 KV1883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1883
 KV1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1883
 KV1883.The ellipsoidal height was determined by GPS observations
 KV1883.and is referenced to NAD 83.
 KV1883
 KV1883.The geoid height was determined by GEOID03.
 KV1883
 KV1883.The dynamic height is computed by dividing the NAVD 88
 KV1883.geopotential number by the normal gravity value computed on the
 KV1883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1883.degrees latitude (g = 980.6199 gals.).
 KV1883
 KV1883.The modeled gravity was interpolated from observed gravity values.
 KV1883
 KV1883;                    North         East     Units Scale Factor Converg.
 KV1883;SPC PA S     -    95,313.410   827,902.560   MT  0.99997224   +1 44 09.3
 KV1883;SPC PA S     -   312,707.41  2,716,210.32   sFT  0.99997224   +1 44 09.3
 KV1883;UTM  18      - 4,445,590.688   493,664.434   MT  0.99960049   -0 02 52.7
 KV1883
 KV1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1883!SPC PA S     -   0.99999540  x   0.99997224  =   0.99996764
 KV1883!UTM  18      -   0.99999540  x   0.99960049  =   0.99959589
 KV1883
 KV1883                          SUPERSEDED SURVEY CONTROL
 KV1883
 KV1883  NAD 83(1992)-  40 09 38.33923(N)    075 04 27.82804(W) AD(       ) 1
 KV1883  ELLIP H (06/28/94)   29.27   (m)                       GP(       ) 4 1
 KV1883  NGVD 29 (??/??/??)   62.988  (m)          206.65   (f) ADJUSTED    2 0
 KV1883
 KV1883.Superseded values are not recommended for survey control.
 KV1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1883.See file dsdata.txt to determine how the superseded data were derived.
 KV1883
 KV1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9366445591(NAD 83)
 KV1883_MARKER: B = BOLT
 KV1883_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1883_SP_SET: BRIDGE COPING
 KV1883_MARK LOGO: PRR   
 KV1883_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV1883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1883+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2004
 KV1883
 KV1883  HISTORY     - Date     Condition        Report By
 KV1883  HISTORY     - UNK      MONUMENTED       PRR
 KV1883  HISTORY     - 1946     GOOD             CGS
 KV1883  HISTORY     - 19930601 GOOD             ADRGS
 KV1883  HISTORY     - 19981031 GOOD             USPSQD
 KV1883  HISTORY     - 20000501 GOOD             PADT
 KV1883  HISTORY     - 20020606 GOOD             AASCO
 KV1883  HISTORY     - 20040311 GOOD             DEWDAV
 KV1883
 KV1883                          STATION DESCRIPTION
 KV1883
 KV1883'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KV1883'14.1 MI E FROM NORRISTOWN.
 KV1883'14.1 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV1883'CROSSING OF AN ELECTRIC RAILROAD AT NORRISTOWN, MONTGOMERY
 KV1883'COUNTY, AT BRIDGE 29.21 UNDER PIONEER ROAD, AND IN THE TOP OF THE
 KV1883'NORTHWEST CORNER OF THE COPING.  A COPPER BOLT.
 KV1883
 KV1883                          STATION RECOVERY (1993)
 KV1883
 KV1883'RECOVERY NOTE BY ADR GEODETIC SERVICES 1993
 KV1883'RECOVERED IN GOOD CONDITION.
 KV1883
 KV1883                          STATION RECOVERY (1998)
 KV1883
 KV1883'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV1883'RECOVERED IN GOOD CONDITION.
 KV1883
 KV1883                          STATION RECOVERY (2000)
 KV1883
 KV1883'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 KV1883'RECOVERED IN GOOD CONDITION.
 KV1883
 KV1883                          STATION RECOVERY (2002)
 KV1883
 KV1883'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2002 (GLB)
 KV1883'RECOVERED IN GOOD CONDITION.
 KV1883
 KV1883                          STATION RECOVERY (2004)
 KV1883
 KV1883'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (CSW)
 KV1883'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1515 ***********************************************************************
 MA1515  DESIGNATION -  1205.94
 MA1515  PID         -  MA1515
 MA1515  STATE/COUNTY-  PA/ERIE
 MA1515  USGS QUAD   -  WATERFORD (1975)
 MA1515
 MA1515                         *CURRENT SURVEY CONTROL
 MA1515  ___________________________________________________________________
 MA1515* NAD 83(1986)-  41 59 08.     (N)    079 58 59.     (W)     SCALED    
 MA1515* NAVD 88     -       367.613  (meters)    1206.08   (feet)  ADJUSTED  
 MA1515  ___________________________________________________________________
 MA1515  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 MA1515  DYNAMIC HT  -         367.468 (meters)    1205.60  (feet)  COMP
 MA1515  MODELED GRAV-     980,217.3   (mgal)                       NAVD 88
 MA1515
 MA1515  VERT ORDER  -  FIRST     CLASS II
 MA1515
 MA1515.The horizontal coordinates were scaled from a topographic map and have
 MA1515.an estimated accuracy of +/- 6 seconds.
 MA1515
 MA1515.The orthometric height was determined by differential leveling
 MA1515.and adjusted by the National Geodetic Survey in June 1991..
 MA1515
 MA1515.The geoid height was determined by GEOID03.
 MA1515
 MA1515.The dynamic height is computed by dividing the NAVD 88
 MA1515.geopotential number by the normal gravity value computed on the
 MA1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1515.degrees latitude (g = 980.6199 gals.).
 MA1515
 MA1515.The modeled gravity was interpolated from observed gravity values.
 MA1515
 MA1515;                    North         East    Units  Estimated Accuracy
 MA1515;SPC PA N     -   204,390.      414,970.      MT  (+/- 180 meters Scaled)
 MA1515
 MA1515                          SUPERSEDED SURVEY CONTROL
 MA1515
 MA1515  NGVD 29 (??/??/92)  367.780  (m)         1206.62   (f) ADJ UNCH    1 2
 MA1515
 MA1515.Superseded values are not recommended for survey control.
 MA1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1515.See file dsdata.txt to determine how the superseded data were derived.
 MA1515
 MA1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG842486(NAD 83)
 MA1515_MARKER: B = BOLT
 MA1515_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1515_SP_SET: ABUTMENT
 MA1515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1515
 MA1515  HISTORY     - Date     Condition        Report By
 MA1515  HISTORY     - UNK      MONUMENTED       PRR
 MA1515  HISTORY     - 1941     GOOD             NGS
 MA1515
 MA1515                          STATION DESCRIPTION
 MA1515
 MA1515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MA1515'2.8 MI N FROM WATERFORD.
 MA1515'2.8 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA1515'AT WATERFORD, ERIE COUNTY, 46 RAILS NORTH OF MILEPOST 16, AT
 MA1515'BRIDGE NO. 15.71, IN THE EAST CORNER OF THE NORTH ABUTMENT, 7
 MA1515'FEET EAST OF THE EAST RAIL OF THE TRACK, 1 FOOT NORTHEAST OF
 MA1515'THE NORTH GUARDRAIL POST, 26.4 FEET EAST OF BENCH MARK M 135
 MA1515'DESCRIBED ABOVE, AND 4.8 FEET LOWER THAN THE TRACK.  A COPPER
 MA1515'BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0774 ***********************************************************************
 LZ0774  DESIGNATION -  1206.5
 LZ0774  PID         -  LZ0774
 LZ0774  STATE/COUNTY-  PA/TIOGA
 LZ0774  USGS QUAD   -  CHERRY FLATS (1983)
 LZ0774
 LZ0774                         *CURRENT SURVEY CONTROL
 LZ0774  ___________________________________________________________________
 LZ0774* NAD 83(1986)-  41 38 09.     (N)    077 13 25.     (W)     SCALED    
 LZ0774* NAVD 88     -       367.746  (meters)    1206.51   (feet)  ADJUSTED  
 LZ0774  ___________________________________________________________________
 LZ0774  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LZ0774  DYNAMIC HT  -         367.578 (meters)    1205.96  (feet)  COMP
 LZ0774  MODELED GRAV-     980,156.6   (mgal)                       NAVD 88
 LZ0774
 LZ0774  VERT ORDER  -  SECOND    CLASS 0
 LZ0774
 LZ0774.The horizontal coordinates were scaled from a topographic map and have
 LZ0774.an estimated accuracy of +/- 6 seconds.
 LZ0774
 LZ0774.The orthometric height was determined by differential leveling
 LZ0774.and adjusted by the National Geodetic Survey in June 1991..
 LZ0774
 LZ0774.The geoid height was determined by GEOID03.
 LZ0774
 LZ0774.The dynamic height is computed by dividing the NAVD 88
 LZ0774.geopotential number by the normal gravity value computed on the
 LZ0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0774.degrees latitude (g = 980.6199 gals.).
 LZ0774
 LZ0774.The modeled gravity was interpolated from observed gravity values.
 LZ0774
 LZ0774;                    North         East    Units  Estimated Accuracy
 LZ0774;SPC PA N     -   163,290.      643,860.      MT  (+/- 180 meters Scaled)
 LZ0774
 LZ0774                          SUPERSEDED SURVEY CONTROL
 LZ0774
 LZ0774  NGVD 29 (??/??/92)  367.880  (m)         1206.95   (f) ADJ UNCH    2 0
 LZ0774
 LZ0774.Superseded values are not recommended for survey control.
 LZ0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0774.See file dsdata.txt to determine how the superseded data were derived.
 LZ0774
 LZ0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM147117(NAD 83)
 LZ0774_MARKER: Q = CHISELED SQUARE
 LZ0774_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0774_SP_SET: ABUTMENT
 LZ0774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0774
 LZ0774  HISTORY     - Date     Condition        Report By
 LZ0774  HISTORY     - UNK      MONUMENTED       USGS
 LZ0774  HISTORY     - 1934     GOOD             NGS
 LZ0774
 LZ0774                          STATION DESCRIPTION
 LZ0774
 LZ0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0774'4.6 MI E FROM MORRIS.
 LZ0774'ABOUT 4.6 MILES EAST ALONG THE ERIE RAILROAD FROM MORRIS,
 LZ0774'TIOGA COUNTY, ABOUT 2,000 FEET WEST OF MILEPOST 55, AT 70-FOOT
 LZ0774'STEEL BRIDGE 55.38, ON THE TOP OF THE SOUTH SIDE OF THE WEST
 LZ0774'ABUTMENT, 10 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 3 FEET
 LZ0774'LOWER THAN THE TOP OF THE RAIL.  A CHISELED SQUARE, MARKED
 LZ0774'BY THE PAINTED LETTERS U.S.B.M. 1206.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1475 ***********************************************************************
 MA1475  DESIGNATION -  1211.32
 MA1475  PID         -  MA1475
 MA1475  STATE/COUNTY-  PA/ERIE
 MA1475  USGS QUAD   -  WATERFORD (1975)
 MA1475
 MA1475                         *CURRENT SURVEY CONTROL
 MA1475  ___________________________________________________________________
 MA1475* NAD 83(1986)-  41 54 16.     (N)    079 53 57.     (W)     SCALED    
 MA1475* NAVD 88     -       368.945  (meters)    1210.45   (feet)  ADJUSTED  
 MA1475  ___________________________________________________________________
 MA1475  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 MA1475  DYNAMIC HT  -         368.798 (meters)    1209.96  (feet)  COMP
 MA1475  MODELED GRAV-     980,214.9   (mgal)                       NAVD 88
 MA1475
 MA1475  VERT ORDER  -  FIRST     CLASS II
 MA1475
 MA1475.The horizontal coordinates were scaled from a topographic map and have
 MA1475.an estimated accuracy of +/- 6 seconds.
 MA1475
 MA1475.The orthometric height was determined by differential leveling
 MA1475.and adjusted by the National Geodetic Survey in June 1991..
 MA1475
 MA1475.The geoid height was determined by GEOID03.
 MA1475
 MA1475.The dynamic height is computed by dividing the NAVD 88
 MA1475.geopotential number by the normal gravity value computed on the
 MA1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1475.degrees latitude (g = 980.6199 gals.).
 MA1475
 MA1475.The modeled gravity was interpolated from observed gravity values.
 MA1475
 MA1475;                    North         East    Units  Estimated Accuracy
 MA1475;SPC PA N     -   195,200.      421,690.      MT  (+/- 180 meters Scaled)
 MA1475
 MA1475                          SUPERSEDED SURVEY CONTROL
 MA1475
 MA1475  NGVD 29 (??/??/92)  369.116  (m)         1211.01   (f) ADJ UNCH    1 2
 MA1475
 MA1475.Superseded values are not recommended for survey control.
 MA1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1475.See file dsdata.txt to determine how the superseded data were derived.
 MA1475
 MA1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG913397(NAD 83)
 MA1475_MARKER: Q = CHISELED SQUARE
 MA1475_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1475_SP_SET: ABUTMENT
 MA1475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1475
 MA1475  HISTORY     - Date     Condition        Report By
 MA1475  HISTORY     - UNK      MONUMENTED       PRR
 MA1475  HISTORY     - 1941     GOOD             NGS
 MA1475  HISTORY     - 1950     GOOD             NGS
 MA1475
 MA1475                          STATION DESCRIPTION
 MA1475
 MA1475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MA1475'2.9 MI W FROM UNION CITY.
 MA1475'2.9 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA1475'AT UNION CITY, ERIE COUNTY, ABOUT 37 RAILS SOUTHEAST OF MILEPOST
 MA1475'23, AT BRIDGE 23.24, ON THE TOP OF THE EAST CORNER AT THE
 MA1475'NORTHEAST CORNER OF THE NORTHWEST ABUTMENT, 0.6 FOOT SOUTHWEST
 MA1475'OF THE NORTHEAST EDGE, 0.4 FOOT NORTHWEST OF THE SOUTHEAST EDGE,
 MA1475'AND 8 FEET NORTHEAST OF THE NORTHEAST RAIL.  A CHISELED SQUARE.
 MA1475
 MA1475                          STATION RECOVERY (1950)
 MA1475
 MA1475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MA1475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1119 ***********************************************************************
 LZ1119  DESIGNATION -  1213.8
 LZ1119  PID         -  LZ1119
 LZ1119  STATE/COUNTY-  PA/LYCOMING
 LZ1119  USGS QUAD   -  JERSEY MILLS (1983)
 LZ1119
 LZ1119                         *CURRENT SURVEY CONTROL
 LZ1119  ___________________________________________________________________
 LZ1119* NAD 83(1986)-  41 18 47.     (N)    077 26 33.     (W)     SCALED    
 LZ1119* NAVD 88     -       369.916  (meters)    1213.63   (feet)  ADJUSTED  
 LZ1119  ___________________________________________________________________
 LZ1119  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 LZ1119  DYNAMIC HT  -         369.739 (meters)    1213.05  (feet)  COMP
 LZ1119  MODELED GRAV-     980,135.6   (mgal)                       NAVD 88
 LZ1119
 LZ1119  VERT ORDER  -  SECOND    CLASS 0
 LZ1119
 LZ1119.The horizontal coordinates were scaled from a topographic map and have
 LZ1119.an estimated accuracy of +/- 6 seconds.
 LZ1119
 LZ1119.The orthometric height was determined by differential leveling
 LZ1119.and adjusted by the National Geodetic Survey in June 1991..
 LZ1119
 LZ1119.The geoid height was determined by GEOID03.
 LZ1119
 LZ1119.The dynamic height is computed by dividing the NAVD 88
 LZ1119.geopotential number by the normal gravity value computed on the
 LZ1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1119.degrees latitude (g = 980.6199 gals.).
 LZ1119
 LZ1119.The modeled gravity was interpolated from observed gravity values.
 LZ1119
 LZ1119;                    North         East    Units  Estimated Accuracy
 LZ1119;SPC PA N     -   127,360.      625,750.      MT  (+/- 180 meters Scaled)
 LZ1119
 LZ1119                          SUPERSEDED SURVEY CONTROL
 LZ1119
 LZ1119  NGVD 29 (??/??/92)  370.101  (m)         1214.24   (f) ADJ UNCH    2 0
 LZ1119
 LZ1119.Superseded values are not recommended for survey control.
 LZ1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1119.See file dsdata.txt to determine how the superseded data were derived.
 LZ1119
 LZ1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL955763(NAD 83)
 LZ1119_MARKER: N = NAIL
 LZ1119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1119_SP_SET: HEMLOCK TREE ROOT
 LZ1119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1119
 LZ1119  HISTORY     - Date     Condition        Report By
 LZ1119  HISTORY     - UNK      MONUMENTED       USGS
 LZ1119  HISTORY     - 1935     GOOD             NGS
 LZ1119
 LZ1119                          STATION DESCRIPTION
 LZ1119
 LZ1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ1119'4.6 MI NW FROM WATERVILLE.
 LZ1119'4.6 MILES NORTHWEST ALONG STATE HIGHWAY 44 FROM WATERVILLE, AT
 LZ1119'HIGHWAY STATION 8/21+92, 100 FEET EAST OF A CONCRETE BRIDGE AT
 LZ1119'HIGHWAY STATION 8/23+16, 66 FEET SOUTH OF THE CENTER LINE OF THE
 LZ1119'HIGHWAY, 16 FEET SOUTH OF THE VELEY FORK TRAIL SIGNBOARD, IN THE
 LZ1119'SOUTHWEST ROOT OF AN 8-INCH HEMLOCK TREE, AND 5 FEET HIGHER THAN
 LZ1119'THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1512 ***********************************************************************
 MA1512  DESIGNATION -  1214
 MA1512  PID         -  MA1512
 MA1512  STATE/COUNTY-  PA/ERIE
 MA1512  USGS QUAD   -  WATERFORD (1975)
 MA1512
 MA1512                         *CURRENT SURVEY CONTROL
 MA1512  ___________________________________________________________________
 MA1512* NAD 83(1986)-  41 59 56.     (N)    079 59 28.     (W)     SCALED    
 MA1512* NAVD 88     -       370.198  (meters)    1214.56   (feet)  ADJUSTED  
 MA1512  ___________________________________________________________________
 MA1512  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 MA1512  DYNAMIC HT  -         370.053 (meters)    1214.08  (feet)  COMP
 MA1512  MODELED GRAV-     980,219.1   (mgal)                       NAVD 88
 MA1512
 MA1512  VERT ORDER  -  FIRST     CLASS II
 MA1512
 MA1512.The horizontal coordinates were scaled from a topographic map and have
 MA1512.an estimated accuracy of +/- 6 seconds.
 MA1512
 MA1512.The orthometric height was determined by differential leveling
 MA1512.and adjusted by the National Geodetic Survey in June 1991..
 MA1512
 MA1512.The geoid height was determined by GEOID03.
 MA1512
 MA1512.The dynamic height is computed by dividing the NAVD 88
 MA1512.geopotential number by the normal gravity value computed on the
 MA1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1512.degrees latitude (g = 980.6199 gals.).
 MA1512
 MA1512.The modeled gravity was interpolated from observed gravity values.
 MA1512
 MA1512;                    North         East    Units  Estimated Accuracy
 MA1512;SPC PA N     -   205,880.      414,340.      MT  (+/- 180 meters Scaled)
 MA1512
 MA1512                          SUPERSEDED SURVEY CONTROL
 MA1512
 MA1512  NGVD 29 (??/??/92)  370.364  (m)         1215.10   (f) ADJ UNCH    1 2
 MA1512
 MA1512.Superseded values are not recommended for survey control.
 MA1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1512.See file dsdata.txt to determine how the superseded data were derived.
 MA1512
 MA1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG835501(NAD 83)
 MA1512_MARKER: DD = SURVEY DISK
 MA1512_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1512_SP_SET: ABUTMENT
 MA1512_STAMPING: PITTSBURG 1214 1899
 MA1512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1512
 MA1512  HISTORY     - Date     Condition        Report By
 MA1512  HISTORY     - 1899     MONUMENTED       USGS
 MA1512  HISTORY     - 1941     GOOD             NGS
 MA1512  HISTORY     - 1950     GOOD             NGS
 MA1512
 MA1512                          STATION DESCRIPTION
 MA1512
 MA1512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MA1512'3.8 MI N FROM WATERFORD.
 MA1512'3.8 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA1512'AT WATERFORD, 43 RAILS NORTHWEST OF MILEPOST 15, AT BRIDGE NO.
 MA1512'14.69, IN THE NORTHEAST CORNER OF THE NORTHWEST ABUTMENT, 6.9
 MA1512'FEET SOUTH OF THE NORTH EDGE OF THE TOP STEP, 2.5 FEET NORTHWEST
 MA1512'OF THE NORTHWEST GUARDRAIL POST ON THE NORTHEAST SIDE OF THE
 MA1512'BRIDGE, 41 FEET SOUTHEAST OF THE CENTER OF A CROSSING, 5.2 FEET
 MA1512'NORTHEAST OF THE NORTHEAST RAIL, AND 2 FEET LOWER THAN THE TRACK.
 MA1512'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 MA1512'PITTSBURGH 1214 1899.
 MA1512
 MA1512                          STATION RECOVERY (1950)
 MA1512
 MA1512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MA1512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0587 ***********************************************************************
 JW0587  DESIGNATION -  1219
 JW0587  PID         -  JW0587
 JW0587  STATE/COUNTY-  PA/FAYETTE
 JW0587  USGS QUAD   -  OHIOPYLE (1977)
 JW0587
 JW0587                         *CURRENT SURVEY CONTROL
 JW0587  ___________________________________________________________________
 JW0587* NAD 83(1986)-  39 52 12.     (N)    079 29 34.     (W)     SCALED    
 JW0587* NAVD 88     -       371.580  (meters)    1219.09   (feet)  ADJUSTED  
 JW0587  ___________________________________________________________________
 JW0587  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 JW0587  DYNAMIC HT  -         371.365 (meters)    1218.39  (feet)  COMP
 JW0587  MODELED GRAV-     980,035.8   (mgal)                       NAVD 88
 JW0587
 JW0587  VERT ORDER  -  SECOND    CLASS 0
 JW0587
 JW0587.The horizontal coordinates were scaled from a topographic map and have
 JW0587.an estimated accuracy of +/- 6 seconds.
 JW0587
 JW0587.The orthometric height was determined by differential leveling
 JW0587.and adjusted by the National Geodetic Survey in June 1991..
 JW0587
 JW0587.The geoid height was determined by GEOID03.
 JW0587
 JW0587.The dynamic height is computed by dividing the NAVD 88
 JW0587.geopotential number by the normal gravity value computed on the
 JW0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0587.degrees latitude (g = 980.6199 gals.).
 JW0587
 JW0587.The modeled gravity was interpolated from observed gravity values.
 JW0587
 JW0587;                    North         East    Units  Estimated Accuracy
 JW0587;SPC PA S     -    61,060.      450,900.      MT  (+/- 180 meters Scaled)
 JW0587
 JW0587                          SUPERSEDED SURVEY CONTROL
 JW0587
 JW0587  NGVD 29 (??/??/92)  371.740  (m)         1219.62   (f) ADJ UNCH    2 0
 JW0587
 JW0587.Superseded values are not recommended for survey control.
 JW0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0587.See file dsdata.txt to determine how the superseded data were derived.
 JW0587
 JW0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE289144(NAD 83)
 JW0587_MARKER: DD = SURVEY DISK
 JW0587_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0587_SP_SET: OVERPASS
 JW0587_STAMPING: 1219
 JW0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0587
 JW0587  HISTORY     - Date     Condition        Report By
 JW0587  HISTORY     - UNK      MONUMENTED       USGS
 JW0587  HISTORY     - 1954     GOOD             NGS
 JW0587
 JW0587                          STATION DESCRIPTION
 JW0587
 JW0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JW0587'AT OHIOPYLE.
 JW0587'AT OHIOPYLE, ON THE LEFT BANK OF YOUGHIOGHENY RIVER, AT THE
 JW0587'OVERPASS OF WESTERN MARYLAND RAILWAY OVER HIGHWAY 381, 27 1/2
 JW0587'FEET WEST OF CENTER LINE OF HIGHWAY, IN THE TOP AND 20 FEET
 JW0587'NORTH OF SOUTH END OF WEST CONCRETE ABUTMENT OF OVERPASS, 1
 JW0587'FOOT WEST OF EAST EDGE OF ABUTMENT, AND ABOUT 3 FEET ABOVE LEVEL
 JW0587'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1344 ***********************************************************************
 LZ1344  DESIGNATION -  1221.5
 LZ1344  PID         -  LZ1344
 LZ1344  STATE/COUNTY-  PA/TIOGA
 LZ1344  USGS QUAD   -  MARSHLANDS (1971)
 LZ1344
 LZ1344                         *CURRENT SURVEY CONTROL
 LZ1344  ___________________________________________________________________
 LZ1344* NAD 83(1986)-  41 44 46.     (N)    077 32 35.     (W)     SCALED    
 LZ1344* NAVD 88     -       372.302  (meters)    1221.46   (feet)  ADJUSTED  
 LZ1344  ___________________________________________________________________
 LZ1344  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 LZ1344  DYNAMIC HT  -         372.149 (meters)    1220.96  (feet)  COMP
 LZ1344  MODELED GRAV-     980,202.0   (mgal)                       NAVD 88
 LZ1344
 LZ1344  VERT ORDER  -  SECOND    CLASS 0
 LZ1344
 LZ1344.The horizontal coordinates were scaled from a topographic map and have
 LZ1344.an estimated accuracy of +/- 6 seconds.
 LZ1344
 LZ1344.The orthometric height was determined by differential leveling
 LZ1344.and adjusted by the National Geodetic Survey in June 1991..
 LZ1344
 LZ1344.The geoid height was determined by GEOID03.
 LZ1344
 LZ1344.The dynamic height is computed by dividing the NAVD 88
 LZ1344.geopotential number by the normal gravity value computed on the
 LZ1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1344.degrees latitude (g = 980.6199 gals.).
 LZ1344
 LZ1344.The modeled gravity was interpolated from observed gravity values.
 LZ1344
 LZ1344;                    North         East    Units  Estimated Accuracy
 LZ1344;SPC PA N     -   175,430.      617,210.      MT  (+/- 180 meters Scaled)
 LZ1344
 LZ1344                          SUPERSEDED SURVEY CONTROL
 LZ1344
 LZ1344  NGVD 29 (??/??/92)  372.444  (m)         1221.93   (f) ADJ UNCH    2 0
 LZ1344
 LZ1344.Superseded values are not recommended for survey control.
 LZ1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1344.See file dsdata.txt to determine how the superseded data were derived.
 LZ1344
 LZ1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM885247(NAD 83)
 LZ1344_MARKER: Z = SEE DESCRIPTION
 LZ1344_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1344_SP_SET: ABUTMENT
 LZ1344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1344
 LZ1344  HISTORY     - Date     Condition        Report By
 LZ1344  HISTORY     - UNK      MONUMENTED       BORR
 LZ1344  HISTORY     - 1934     GOOD             NGS
 LZ1344
 LZ1344                          STATION DESCRIPTION
 LZ1344
 LZ1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1344'6.4 MI E FROM GALETON.
 LZ1344'IN TIOGA COUNTY, ABOUT 6.4 MILES EAST ALONG THE BALTIMORE AND
 LZ1344'OHIO RAILROAD FROM GALETON, POTTER COUNTY, AT BRIDGE A 1+20, IN
 LZ1344'THE TOP OF THE SOUTH END OF THE WEST ABUTMENT, 13 FEET SOUTH
 LZ1344'OF THE CENTER LINE OF THE TRACK, AND 2.5 FEET LOWER THAN THE
 LZ1344'TOP OF THE RAIL.  A PAINTED CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0653 ***********************************************************************
 MA0653  DESIGNATION -  122.31
 MA0653  PID         -  MA0653
 MA0653  STATE/COUNTY-  PA/MCKEAN
 MA0653  USGS QUAD   -  BRADFORD (1983)
 MA0653
 MA0653                         *CURRENT SURVEY CONTROL
 MA0653  ___________________________________________________________________
 MA0653* NAD 83(1986)-  41 57 49.     (N)    078 38 07.     (W)     SCALED    
 MA0653* NAVD 88     -       436.936  (meters)    1433.51   (feet)  ADJUSTED  
 MA0653  ___________________________________________________________________
 MA0653  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 MA0653  DYNAMIC HT  -         436.762 (meters)    1432.94  (feet)  COMP
 MA0653  MODELED GRAV-     980,210.7   (mgal)                       NAVD 88
 MA0653
 MA0653  VERT ORDER  -  FIRST     CLASS I
 MA0653
 MA0653.The horizontal coordinates were scaled from a topographic map and have
 MA0653.an estimated accuracy of +/- 6 seconds.
 MA0653
 MA0653.The orthometric height was determined by differential leveling
 MA0653.and adjusted by the National Geodetic Survey in June 1991..
 MA0653
 MA0653.The geoid height was determined by GEOID03.
 MA0653
 MA0653.The dynamic height is computed by dividing the NAVD 88
 MA0653.geopotential number by the normal gravity value computed on the
 MA0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0653.degrees latitude (g = 980.6199 gals.).
 MA0653
 MA0653.The modeled gravity was interpolated from observed gravity values.
 MA0653
 MA0653;                    North         East    Units  Estimated Accuracy
 MA0653;SPC PA N     -   199,940.      526,610.      MT  (+/- 180 meters Scaled)
 MA0653
 MA0653                          SUPERSEDED SURVEY CONTROL
 MA0653
 MA0653  NGVD 29 (??/??/92)  437.086  (m)         1434.01   (f) ADJ UNCH    1 1
 MA0653
 MA0653.Superseded values are not recommended for survey control.
 MA0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0653.See file dsdata.txt to determine how the superseded data were derived.
 MA0653
 MA0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG959484(NAD 83)
 MA0653_MARKER: DD = SURVEY DISK
 MA0653_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0653_SP_SET: ABUTMENT
 MA0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0653+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2004
 MA0653
 MA0653  HISTORY     - Date     Condition        Report By
 MA0653  HISTORY     - UNK      MONUMENTED       BORR
 MA0653  HISTORY     - 1967     GOOD             NGS
 MA0653  HISTORY     - 20010331 GOOD             NGS
 MA0653  HISTORY     - 20041127 GOOD             USPSQD
 MA0653  HISTORY     - 20060711 GOOD             USPSQD
 MA0653
 MA0653                          STATION DESCRIPTION
 MA0653
 MA0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0653'0.7 MI NE FROM BRADFORD.
 MA0653'ABOUT 0.7 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0653'FROM THE STATION AT BRADFORD, ABOUT 0.1 MILE NORTHEAST OF A
 MA0653'CROSSING OF THE RAILROAD AND A ROAD, 1 1/2 POLES SOUTHWEST OF
 MA0653'MILEPOST 122/10, 7 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 MA0653'THE SOUTHEAST SET OF TRACKS, SET IN THE TOP OF THE SOUTHEAST
 MA0653'END OF THE NORTHEAST CONCRETE ABUTMENT OF A BRIDGE OVER
 MA0653'TUNUNGWANT CREEK, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 MA0653'TRACKS.
 MA0653
 MA0653                          STATION RECOVERY (2001)
 MA0653
 MA0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MA0653'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MA0653
 MA0653                          STATION RECOVERY (2004)
 MA0653
 MA0653'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0653'RECOVERED IN GOOD CONDITION.
 MA0653
 MA0653                          STATION RECOVERY (2006)
 MA0653
 MA0653'RECOVERY NOTE BY US POWER SQUADRON 2006 (SG)
 MA0653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0008 ***********************************************************************
 MA0008  DESIGNATION -  1223.3
 MA0008  PID         -  MA0008
 MA0008  STATE/COUNTY-  PA/POTTER
 MA0008  USGS QUAD   -  WHARTON (1971)
 MA0008
 MA0008                         *CURRENT SURVEY CONTROL
 MA0008  ___________________________________________________________________
 MA0008* NAD 83(1986)-  41 36 03.     (N)    078 03 51.     (W)     SCALED    
 MA0008* NAVD 88     -       372.65   (+/-2cm)    1222.6    (feet)  VERTCON   
 MA0008  ___________________________________________________________________
 MA0008  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 MA0008
 MA0008  VERT ORDER  -  ? (See Below)
 MA0008
 MA0008.The horizontal coordinates were scaled from a topographic map and have
 MA0008.an estimated accuracy of +/- 6 seconds.
 MA0008
 MA0008.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA0008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA0008.The vertical order pertains to the NGVD 29 superseded value.
 MA0008
 MA0008.The geoid height was determined by GEOID03.
 MA0008
 MA0008;                    North         East    Units  Estimated Accuracy
 MA0008;SPC PA N     -   159,320.      573,810.      MT  (+/- 180 meters Scaled)
 MA0008
 MA0008                          SUPERSEDED SURVEY CONTROL
 MA0008
 MA0008  NGVD 29 (??/??/92)  372.800  (m)         1223.09   (f) ADJ UNCH    ?  
 MA0008
 MA0008.Superseded values are not recommended for survey control.
 MA0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0008.See file dsdata.txt to determine how the superseded data were derived.
 MA0008
 MA0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG446096(NAD 83)
 MA0008_MARKER: DD = SURVEY DISK
 MA0008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0008_SP_SET: BRIDGE SEAT
 MA0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0008
 MA0008  HISTORY     - Date     Condition        Report By
 MA0008  HISTORY     - UNK      MONUMENTED       USGS
 MA0008  HISTORY     - 1934     GOOD             NGS
 MA0008
 MA0008                          STATION DESCRIPTION
 MA0008
 MA0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0008'1.1 MI N FROM COSTELLO.
 MA0008'1.1 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MA0008'COSTELLO, POTTER COUNTY, ABOUT 500 FEET SOUTH OF MILEPOST 6,
 MA0008'ABOUT 180 FEET WEST OF THE CENTER LINE OF THE TRACK, AT A
 MA0008'HIGHWAY BRIDGE OVER SINNAMAHONING CREEK, ON THE TOP OF THE EAST
 MA0008'END OF THE NORTH BRIDGE SEAT, 13 FEET EAST OF THE CENTER LINE
 MA0008'OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A CHISELED
 MA0008'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0818 ***********************************************************************
 KX0818  DESIGNATION -  1225
 KX0818  PID         -  KX0818
 KX0818  STATE/COUNTY-  PA/INDIANA
 KX0818  USGS QUAD   -  MARION CENTER (1993)
 KX0818
 KX0818                         *CURRENT SURVEY CONTROL
 KX0818  ___________________________________________________________________
 KX0818* NAD 83(1986)-  40 49 14.     (N)    079 02 43.     (W)     SCALED    
 KX0818* NAVD 88     -       373.72   (+/-2cm)    1226.1    (feet)  VERTCON   
 KX0818  ___________________________________________________________________
 KX0818  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KX0818
 KX0818  VERT ORDER  -  ? (See Below)
 KX0818
 KX0818.The horizontal coordinates were scaled from a topographic map and have
 KX0818.an estimated accuracy of +/- 6 seconds.
 KX0818
 KX0818.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0818.The vertical order pertains to the NGVD 29 superseded value.
 KX0818
 KX0818.The geoid height was determined by GEOID03.
 KX0818
 KX0818;                    North         East    Units  Estimated Accuracy
 KX0818;SPC PA S     -   165,940.      490,730.      MT  (+/- 180 meters Scaled)
 KX0818
 KX0818                          SUPERSEDED SURVEY CONTROL
 KX0818
 KX0818  NGVD 29 (??/??/92)  373.883  (m)         1226.65   (f) ADJ UNCH    ?  
 KX0818
 KX0818.Superseded values are not recommended for survey control.
 KX0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0818.See file dsdata.txt to determine how the superseded data were derived.
 KX0818
 KX0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF648206(NAD 83)
 KX0818_MARKER: Z = SEE DESCRIPTION
 KX0818_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0818_SP_SET: BRIDGE
 KX0818_STAMPING: 1225 ADJ 1903
 KX0818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0818
 KX0818  HISTORY     - Date     Condition        Report By
 KX0818  HISTORY     - 1903     MONUMENTED       USGS
 KX0818  HISTORY     - 1917     GOOD             BORR
 KX0818
 KX0818                          STATION DESCRIPTION
 KX0818
 KX0818'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1917
 KX0818'AT HAMIL.
 KX0818'HAMIL, IN SOUTHWEST WING WALL OF IRON HIGHWAY BRIDGE SPANNING
 KX0818'LITTLE MAHONING CREEK.  AN ALUMINUM TABLET, STAMPED 1225 ADJ. 1903.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0876 ***********************************************************************
 MA0876  DESIGNATION -  1225 RESET
 MA0876  PID         -  MA0876
 MA0876  STATE/COUNTY-  PA/WARREN
 MA0876  USGS QUAD   -  RUSSELL (1977)
 MA0876
 MA0876                         *CURRENT SURVEY CONTROL
 MA0876  ___________________________________________________________________
 MA0876* NAD 83(1986)-  41 52 46.     (N)    079 08 50.     (W)     SCALED    
 MA0876* NAVD 88     -       373.14   (+/-2cm)    1224.2    (feet)  VERTCON   
 MA0876  ___________________________________________________________________
 MA0876  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 MA0876
 MA0876  VERT ORDER  -  THIRD (See Below)
 MA0876
 MA0876.The horizontal coordinates were scaled from a topographic map and have
 MA0876.an estimated accuracy of +/- 6 seconds.
 MA0876
 MA0876.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA0876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA0876.The vertical order pertains to the NGVD 29 superseded value.
 MA0876
 MA0876.The geoid height was determined by GEOID03.
 MA0876
 MA0876;                    North         East    Units  Estimated Accuracy
 MA0876;SPC PA N     -   191,150.      484,030.      MT  (+/- 180 meters Scaled)
 MA0876
 MA0876                          SUPERSEDED SURVEY CONTROL
 MA0876
 MA0876  NGVD 29 (??/??/??)  373.30   (m)         1224.7    (f) RESET       3  
 MA0876
 MA0876.Superseded values are not recommended for survey control.
 MA0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0876.See file dsdata.txt to determine how the superseded data were derived.
 MA0876
 MA0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG537380(NAD 83)
 MA0876_MARKER: DD = SURVEY DISK
 MA0876_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0876_SP_SET: BUILDING
 MA0876_STAMPING: 1225 RESET 1903 1958
 MA0876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0876+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2004
 MA0876
 MA0876  HISTORY     - Date     Condition        Report By
 MA0876  HISTORY     - 1958     MONUMENTED       USGS
 MA0876  HISTORY     - 19960908 GOOD             USPSQD
 MA0876  HISTORY     - 20041009 GOOD             USPSQD
 MA0876
 MA0876                          STATION DESCRIPTION
 MA0876
 MA0876'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MA0876'0.5 MI N FROM WARREN.
 MA0876'0.5 MILE NORTH OF NEW YORK CENTRAL RAILROAD AT NORTH WARREN
 MA0876'STATE HOSPITAL, AND SET IN THE SOUTH FACE, AT THE SOUTHEAST
 MA0876'CORNER OF OLD LAUNDRY BUILDING, 4 FEET ABOVE THE PAVEMENT.
 MA0876
 MA0876                          STATION RECOVERY (1996)
 MA0876
 MA0876'RECOVERY NOTE BY US POWER SQUADRON 1996
 MA0876'RECOVERED IN GOOD CONDITION.
 MA0876
 MA0876                          STATION RECOVERY (2004)
 MA0876
 MA0876'RECOVERY NOTE BY US POWER SQUADRON 2004 (SL)
 MA0876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1663 ***********************************************************************
 KX1663  DESIGNATION -  1226
 KX1663  PID         -  KX1663
 KX1663  STATE/COUNTY-  PA/BUTLER
 KX1663  USGS QUAD   -  MOUNT CHESTNUT (1993)
 KX1663
 KX1663                         *CURRENT SURVEY CONTROL
 KX1663  ___________________________________________________________________
 KX1663* NAD 83(1986)-  40 58 02.     (N)    079 55 54.     (W)     SCALED    
 KX1663* NAVD 88     -       373.694  (meters)    1226.03   (feet)  ADJUSTED  
 KX1663  ___________________________________________________________________
 KX1663  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 KX1663  DYNAMIC HT  -         373.509 (meters)    1225.42  (feet)  COMP
 KX1663  MODELED GRAV-     980,118.9   (mgal)                       NAVD 88
 KX1663
 KX1663  VERT ORDER  -  SECOND    CLASS 0
 KX1663
 KX1663.The horizontal coordinates were scaled from a topographic map and have
 KX1663.an estimated accuracy of +/- 6 seconds.
 KX1663
 KX1663.The orthometric height was determined by differential leveling
 KX1663.and adjusted by the National Geodetic Survey in June 1991..
 KX1663
 KX1663.The geoid height was determined by GEOID03.
 KX1663
 KX1663.The dynamic height is computed by dividing the NAVD 88
 KX1663.geopotential number by the normal gravity value computed on the
 KX1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1663.degrees latitude (g = 980.6199 gals.).
 KX1663
 KX1663.The modeled gravity was interpolated from observed gravity values.
 KX1663
 KX1663;                    North         East    Units  Estimated Accuracy
 KX1663;SPC PA S     -   183,690.      416,370.      MT  (+/- 180 meters Scaled)
 KX1663
 KX1663                          SUPERSEDED SURVEY CONTROL
 KX1663
 KX1663  NGVD 29 (??/??/92)  373.814  (m)         1226.42   (f) ADJ UNCH    2 0
 KX1663
 KX1663.Superseded values are not recommended for survey control.
 KX1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1663.See file dsdata.txt to determine how the superseded data were derived.
 KX1663
 KX1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF898356(NAD 83)
 KX1663_MARKER: DB = BENCH MARK DISK
 KX1663_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1663_SP_SET: BRIDGE
 KX1663_STAMPING: 1226 ADJ 1903
 KX1663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1663
 KX1663  HISTORY     - Date     Condition        Report By
 KX1663  HISTORY     - 1903     MONUMENTED       USGS
 KX1663  HISTORY     - 1935     GOOD             NGS
 KX1663  HISTORY     - 20010118 MARK NOT FOUND   INDIV
 KX1663
 KX1663                          STATION DESCRIPTION
 KX1663
 KX1663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX1663'AT QUEEN JUNCTION.
 KX1663'AT QUEEN JUNCTION, BUTLER COUNTY, ABOUT 540 FEET SOUTH OF THE
 KX1663'BESSEMER AND LAKE ERIE RAILROAD STATION, AT THE 30-FOOT SPAN
 KX1663'STEEL-GIRDER BRIDGE OVER THE WESTERN ALLEGHENY RAILROAD, IN THE
 KX1663'TOP OF THE EAST SIDE OF THE SOUTH ABUTMENT, 9 FEET EAST OF THE
 KX1663'EAST RAIL, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A UNITED
 KX1663'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1226 ADJ 1903.
 KX1663
 KX1663                          STATION RECOVERY (2001)
 KX1663
 KX1663'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (TFM)
 KX1663'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0660 ***********************************************************************
 MA0660  DESIGNATION -  1228
 MA0660  PID         -  MA0660
 MA0660  STATE/COUNTY-  PA/WARREN
 MA0660  USGS QUAD   -  CORNPLANTER BRIDGE (1973)
 MA0660
 MA0660                         *CURRENT SURVEY CONTROL
 MA0660  ___________________________________________________________________
 MA0660* NAD 83(1986)-  41 50 41.     (N)    078 59 38.     (W)     SCALED    
 MA0660* NAVD 88     -       374.058  (meters)    1227.22   (feet)  ADJUSTED  
 MA0660  ___________________________________________________________________
 MA0660  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 MA0660  DYNAMIC HT  -         373.909 (meters)    1226.73  (feet)  COMP
 MA0660  MODELED GRAV-     980,212.9   (mgal)                       NAVD 88
 MA0660
 MA0660  VERT ORDER  -  FIRST     CLASS II
 MA0660
 MA0660.The horizontal coordinates were scaled from a topographic map and have
 MA0660.an estimated accuracy of +/- 6 seconds.
 MA0660
 MA0660.The orthometric height was determined by differential leveling
 MA0660.and adjusted by the National Geodetic Survey in June 1991..
 MA0660
 MA0660.The geoid height was determined by GEOID03.
 MA0660
 MA0660.The dynamic height is computed by dividing the NAVD 88
 MA0660.geopotential number by the normal gravity value computed on the
 MA0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0660.degrees latitude (g = 980.6199 gals.).
 MA0660
 MA0660.The modeled gravity was interpolated from observed gravity values.
 MA0660
 MA0660;                    North         East    Units  Estimated Accuracy
 MA0660;SPC PA N     -   187,100.      496,700.      MT  (+/- 180 meters Scaled)
 MA0660
 MA0660                          SUPERSEDED SURVEY CONTROL
 MA0660
 MA0660  NGVD 29 (??/??/92)  374.224  (m)         1227.77   (f) ADJ UNCH    1 2
 MA0660
 MA0660.Superseded values are not recommended for survey control.
 MA0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0660.See file dsdata.txt to determine how the superseded data were derived.
 MA0660
 MA0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG665344(NAD 83)
 MA0660_MARKER: DD = SURVEY DISK
 MA0660_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0660_SP_SET: BRIDGE
 MA0660_STAMPING: 1228 MAR 23 1931
 MA0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0660
 MA0660  HISTORY     - Date     Condition        Report By
 MA0660  HISTORY     - 1931     MONUMENTED       USGS
 MA0660  HISTORY     - 1935     GOOD             NGS
 MA0660
 MA0660                          STATION DESCRIPTION
 MA0660
 MA0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA0660'0.6 MI NE FROM BIG BEND.
 MA0660'0.6 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA0660'STATION AT BIG BEND, WARREN COUNTY, 15 FEET NORTHEAST OF MILEPOST
 MA0660'66-50, AT 4-SPAN BRIDGE 66.08 OVER ALLEGHENY RIVER, IN THE TOP
 MA0660'OF THE SOUTH WING WALL, 12 FEET SOUTHEAST OF THE CENTER LINE OF
 MA0660'THE TRACK, AND ABOUT 5 FEET LOWER THAN THE TRACK.  A UNITED
 MA0660'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1228 MAR 23 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0643 ***********************************************************************
 KW0643  DESIGNATION -  12+30 RDGRR
 KW0643  PID         -  KW0643
 KW0643  STATE/COUNTY-  PA/LANCASTER
 KW0643  USGS QUAD   -  EPHRATA (1992)
 KW0643
 KW0643                         *CURRENT SURVEY CONTROL
 KW0643  ___________________________________________________________________
 KW0643* NAD 83(1986)-  40 11 45.     (N)    076 09 51.     (W)     SCALED    
 KW0643* NAVD 88     -       111.285  (meters)     365.11   (feet)  POSTED    
 KW0643  ___________________________________________________________________
 KW0643  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 KW0643  DYNAMIC HT  -         111.230 (meters)     364.93  (feet)  COMP
 KW0643  MODELED GRAV-     980,100.7   (mgal)                       NAVD 88
 KW0643
 KW0643  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 KW0643
 KW0643.The horizontal coordinates were scaled from a topographic map and have
 KW0643.an estimated accuracy of +/- 6 seconds.
 KW0643
 KW0643.The orthometric height was determined by differential leveling
 KW0643.and adjusted by the National Geodetic Survey in 1992..
 KW0643.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 KW0643.rate of 3.1 thru 4.0 mm/km.
 KW0643
 KW0643.The geoid height was determined by GEOID03.
 KW0643
 KW0643.The dynamic height is computed by dividing the NAVD 88
 KW0643.geopotential number by the normal gravity value computed on the
 KW0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0643.degrees latitude (g = 980.6199 gals.).
 KW0643
 KW0643.The modeled gravity was interpolated from observed gravity values.
 KW0643
 KW0643;                    North         East    Units  Estimated Accuracy
 KW0643;SPC PA S     -    96,980.      735,020.      MT  (+/- 180 meters Scaled)
 KW0643
 KW0643                          SUPERSEDED SURVEY CONTROL
 KW0643
 KW0643  NGVD 29 (??/??/??)  111.520  (m)          365.88   (f) ADJUSTED    2 0
 KW0643
 KW0643.Superseded values are not recommended for survey control.
 KW0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0643.See file dsdata.txt to determine how the superseded data were derived.
 KW0643
 KW0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK009501(NAD 83)
 KW0643_MARKER: Q = CHISELED SQUARE
 KW0643_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0643_SP_SET: HEADWALL
 KW0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0643
 KW0643  HISTORY     - Date     Condition        Report By
 KW0643  HISTORY     - UNK      MONUMENTED       RDGRR
 KW0643  HISTORY     - 1935     GOOD             CGS
 KW0643  HISTORY     - 20060416 MARK NOT FOUND   GEOCAC
 KW0643
 KW0643                          STATION DESCRIPTION
 KW0643
 KW0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0643'1.3 MI NE FROM EPHRATA.
 KW0643'ABOUT 1.3 MILES NORTHEAST ALONG THE READING CO. RAILWAY FROM
 KW0643'THE STATION AT EPHRATA, LANCASTER COUNTY, AT POLE 12+30, AT A
 KW0643'CONCRETE UNDERPASS, AND IN THE TOP OF THE NORTHEAST CORNER OF
 KW0643'THE SOUTH HEAD WALL.  A CHISELED SQUARE.
 KW0643
 KW0643                          STATION RECOVERY (2006)
 KW0643
 KW0643'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0643'BRIDGE HAS BEEN REMOVED. NO EVIDENCE OF SOUTH HEADWALL REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1098 ***********************************************************************
 MA1098  DESIGNATION -  1239
 MA1098  PID         -  MA1098
 MA1098  STATE/COUNTY-  PA/CLARION
 MA1098  USGS QUAD   -  FRYBURG (1977)
 MA1098
 MA1098                         *CURRENT SURVEY CONTROL
 MA1098  ___________________________________________________________________
 MA1098* NAD 83(1986)-  41 15 20.     (N)    079 28 09.     (W)     SCALED    
 MA1098* NAVD 88     -       377.708  (meters)    1239.20   (feet)  ADJUSTED  
 MA1098  ___________________________________________________________________
 MA1098  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MA1098  DYNAMIC HT  -         377.530 (meters)    1238.61  (feet)  COMP
 MA1098  MODELED GRAV-     980,141.7   (mgal)                       NAVD 88
 MA1098
 MA1098  VERT ORDER  -  SECOND    CLASS 0
 MA1098
 MA1098.The horizontal coordinates were scaled from a topographic map and have
 MA1098.an estimated accuracy of +/- 6 seconds.
 MA1098
 MA1098.The orthometric height was determined by differential leveling
 MA1098.and adjusted by the National Geodetic Survey in June 1991..
 MA1098
 MA1098.The geoid height was determined by GEOID03.
 MA1098
 MA1098.The dynamic height is computed by dividing the NAVD 88
 MA1098.geopotential number by the normal gravity value computed on the
 MA1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1098.degrees latitude (g = 980.6199 gals.).
 MA1098
 MA1098.The modeled gravity was interpolated from observed gravity values.
 MA1098
 MA1098;                    North         East    Units  Estimated Accuracy
 MA1098;SPC PA N     -   122,360.      455,930.      MT  (+/- 180 meters Scaled)
 MA1098
 MA1098                          SUPERSEDED SURVEY CONTROL
 MA1098
 MA1098  NGVD 29 (??/??/92)  377.869  (m)         1239.73   (f) ADJ UNCH    2 0
 MA1098
 MA1098.Superseded values are not recommended for survey control.
 MA1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1098.See file dsdata.txt to determine how the superseded data were derived.
 MA1098
 MA1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF282682(NAD 83)
 MA1098_MARKER: DD = SURVEY DISK
 MA1098_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1098_SP_SET: BRIDGE
 MA1098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1098
 MA1098  HISTORY     - Date     Condition        Report By
 MA1098  HISTORY     - UNK      MONUMENTED       PADH
 MA1098  HISTORY     - 1967     GOOD             NGS
 MA1098
 MA1098                          STATION DESCRIPTION
 MA1098
 MA1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1098'0.6 MI NW FROM SHIPPENVILLE.
 MA1098'0.6 MILE NORTHWEST ALONG U.S. HIGHWAY 322 FROM THE POST OFFICE
 MA1098'AT SHIPPENVILLE, CLARION COUNTY, AT STATION 4/14+05, AT A 10-FOOT
 MA1098'SPAN CONCRETE BRIDGE, IN THE TOP OF THE SOUTHWEST CORNER OF THE
 MA1098'NORTHEAST CONCRETE RAIL, 16 FEET NORTHEAST OF THE CENTER LINE OF
 MA1098'THE HIGHWAY, AND ABOUT 3 FEET HIGHER THAN THE ROADWAY.  A
 MA1098'PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0067 ***********************************************************************
 KX0067  DESIGNATION -  124
 KX0067  PID         -  KX0067
 KX0067  STATE/COUNTY-  PA/BLAIR
 KX0067  USGS QUAD   -  ALTOONA (1993)
 KX0067
 KX0067                         *CURRENT SURVEY CONTROL
 KX0067  ___________________________________________________________________
 KX0067* NAD 83(1986)-  40 31 16.     (N)    078 23 32.     (W)     SCALED    
 KX0067* NAVD 88     -       354.357  (meters)    1162.59   (feet)  ADJUSTED  
 KX0067  ___________________________________________________________________
 KX0067  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KX0067  DYNAMIC HT  -         354.169 (meters)    1161.97  (feet)  COMP
 KX0067  MODELED GRAV-     980,086.8   (mgal)                       NAVD 88
 KX0067
 KX0067  VERT ORDER  -  FIRST     CLASS I
 KX0067
 KX0067.The horizontal coordinates were scaled from a topographic map and have
 KX0067.an estimated accuracy of +/- 6 seconds.
 KX0067
 KX0067.The orthometric height was determined by differential leveling
 KX0067.and adjusted by the National Geodetic Survey in June 1991..
 KX0067
 KX0067.The geoid height was determined by GEOID03.
 KX0067
 KX0067.The dynamic height is computed by dividing the NAVD 88
 KX0067.geopotential number by the normal gravity value computed on the
 KX0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0067.degrees latitude (g = 980.6199 gals.).
 KX0067
 KX0067.The modeled gravity was interpolated from observed gravity values.
 KX0067
 KX0067;                    North         East    Units  Estimated Accuracy
 KX0067;SPC PA S     -   132,080.      545,580.      MT  (+/- 180 meters Scaled)
 KX0067
 KX0067                          SUPERSEDED SURVEY CONTROL
 KX0067
 KX0067  NGVD 29 (??/??/92)  354.512  (m)         1163.09   (f) ADJ UNCH    1 1
 KX0067
 KX0067.Superseded values are not recommended for survey control.
 KX0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0067.See file dsdata.txt to determine how the superseded data were derived.
 KX0067
 KX0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE209888(NAD 83)
 KX0067_MARKER: Z = SEE DESCRIPTION
 KX0067_SETTING: 0 = UNSPECIFIED SETTING
 KX0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0067
 KX0067  HISTORY     - Date     Condition        Report By
 KX0067  HISTORY     - UNK      MONUMENTED       PRR
 KX0067  HISTORY     - 1966     GOOD             NGS
 KX0067  HISTORY     - 20010108 GOOD             PADT
 KX0067
 KX0067                          STATION DESCRIPTION
 KX0067
 KX0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0067'0.7 MI NE FROM ALTOONA.
 KX0067'ABOUT 0.7 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX0067'THE STATION AT ALTOONA AT THE 4TH STREET FOOTBRIDGE OVER TRACKS,
 KX0067'ON THE NORTHWEST SIDE OF THE 3RD PIER SOUTHEAST OF THE NORTHWEST END
 KX0067'OF THE BRIDGE, 14 FEET SOUTHEAST OF TEH SOUTHEAST RAIL, 6 FEET
 KX0067'NORTHEAST OF THE SOUTHWEST END OF THE PIER AND ABOUT LEVEL WITH
 KX0067'THE TRACK.  NOTE-- THE LETTERING BM 111 IS CUT IN STONE JUST
 KX0067'ABOVE MARK.
 KX0067
 KX0067                          STATION RECOVERY (2001)
 KX0067
 KX0067'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DGE)
 KX0067'CONTACT NORFOLK AND SOUTHERN RAILROAD AT 1-800-272-0911 OR THE
 KX0067'DISPATCHER BEFORE CROSSING THE TRACKS AT 412-893-7207.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2403 ***********************************************************************
 LY2403  DESIGNATION -  124 RJN USGS
 LY2403  PID         -  LY2403
 LY2403  STATE/COUNTY-  PA/SUSQUEHANNA
 LY2403  USGS QUAD   -  SUSQUEHANNA (1994)
 LY2403
 LY2403                         *CURRENT SURVEY CONTROL
 LY2403  ___________________________________________________________________
 LY2403* NAD 83(1986)-  41 56 53.     (N)    075 36 17.     (W)     SCALED    
 LY2403* NAVD 88     -       274.862  (meters)     901.78   (feet)  ADJUSTED  
 LY2403  ___________________________________________________________________
 LY2403  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 LY2403  DYNAMIC HT  -         274.760 (meters)     901.44  (feet)  COMP
 LY2403  MODELED GRAV-     980,246.1   (mgal)                       NAVD 88
 LY2403
 LY2403  VERT ORDER  -  FIRST     CLASS II
 LY2403
 LY2403.The horizontal coordinates were scaled from a topographic map and have
 LY2403.an estimated accuracy of +/- 6 seconds.
 LY2403
 LY2403.The orthometric height was determined by differential leveling
 LY2403.and adjusted by the National Geodetic Survey in June 1991..
 LY2403
 LY2403.The geoid height was determined by GEOID03.
 LY2403
 LY2403.The dynamic height is computed by dividing the NAVD 88
 LY2403.geopotential number by the normal gravity value computed on the
 LY2403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2403.degrees latitude (g = 980.6199 gals.).
 LY2403
 LY2403.The modeled gravity was interpolated from observed gravity values.
 LY2403
 LY2403;                    North         East    Units  Estimated Accuracy
 LY2403;SPC PA N     -   200,040.      777,860.      MT  (+/- 180 meters Scaled)
 LY2403
 LY2403                          SUPERSEDED SURVEY CONTROL
 LY2403
 LY2403.No superseded survey control is available for this station.
 LY2403
 LY2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM498441(NAD 83)
 LY2403_MARKER: DD = SURVEY DISK
 LY2403_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LY2403_SP_SET: BRIDGE ABUTMENT
 LY2403_STAMPING: 124 RJN 1966 903
 LY2403_MARK LOGO: USGS  
 LY2403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2403
 LY2403  HISTORY     - Date     Condition        Report By
 LY2403  HISTORY     - 1966     MONUMENTED       USGS
 LY2403  HISTORY     - 1982     GOOD             NGS
 LY2403
 LY2403                          STATION DESCRIPTION
 LY2403
 LY2403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2403'IN SUSQUEHANNA.
 LY2403'IN SUSQUEHANNA, IN THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF THE
 LY2403'STATE HIGHWAY 171 BRIDGE OVER THE SUSQUEHANNA RIVER, 0.24 KM (0.15 MI)
 LY2403'NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 92 SOUTH, 4.35 METERS
 LY2403'(14.3 FT) SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY.
 LY2403'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0834 ***********************************************************************
 MA0834  DESIGNATION -  1244
 MA0834  PID         -  MA0834
 MA0834  STATE/COUNTY-  PA/WARREN
 MA0834  USGS QUAD   -  PITTSFIELD (1975)
 MA0834
 MA0834                         *CURRENT SURVEY CONTROL
 MA0834  ___________________________________________________________________
 MA0834* NAD 83(1986)-  41 50 00.     (N)    079 23 02.     (W)     SCALED    
 MA0834* NAVD 88     -       378.990  (meters)    1243.40   (feet)  ADJUSTED  
 MA0834  ___________________________________________________________________
 MA0834  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 MA0834  DYNAMIC HT  -         378.834 (meters)    1242.89  (feet)  COMP
 MA0834  MODELED GRAV-     980,200.8   (mgal)                       NAVD 88
 MA0834
 MA0834  VERT ORDER  -  FIRST     CLASS II
 MA0834
 MA0834.The horizontal coordinates were scaled from a topographic map and have
 MA0834.an estimated accuracy of +/- 6 seconds.
 MA0834
 MA0834.The orthometric height was determined by differential leveling
 MA0834.and adjusted by the National Geodetic Survey in June 1991..
 MA0834.WARNING-Repeat measurements at this control monument indicate possible
 MA0834.vertical movement.
 MA0834
 MA0834.The geoid height was determined by GEOID03.
 MA0834
 MA0834.The dynamic height is computed by dividing the NAVD 88
 MA0834.geopotential number by the normal gravity value computed on the
 MA0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0834.degrees latitude (g = 980.6199 gals.).
 MA0834
 MA0834.The modeled gravity was interpolated from observed gravity values.
 MA0834
 MA0834;                    North         East    Units  Estimated Accuracy
 MA0834;SPC PA N     -   186,370.      464,290.      MT  (+/- 180 meters Scaled)
 MA0834
 MA0834                          SUPERSEDED SURVEY CONTROL
 MA0834
 MA0834  NGVD 29 (??/??/92)  379.149  (m)         1243.92   (f) ADJ UNCH    1 2
 MA0834
 MA0834.Superseded values are not recommended for survey control.
 MA0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0834.See file dsdata.txt to determine how the superseded data were derived.
 MA0834
 MA0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG341325(NAD 83)
 MA0834_MARKER: DD = SURVEY DISK
 MA0834_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0834_SP_SET: BRIDGE SEAT
 MA0834_STAMPING: 1244 PITTSBURG 1902
 MA0834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0834+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2002
 MA0834
 MA0834  HISTORY     - Date     Condition        Report By
 MA0834  HISTORY     - 1902     MONUMENTED       USGS
 MA0834  HISTORY     - 1941     GOOD             NGS
 MA0834  HISTORY     - 20020601 GOOD             USPSQD
 MA0834
 MA0834                          STATION DESCRIPTION
 MA0834
 MA0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MA0834'3.6 MI W FROM YOUNGSVILLE.
 MA0834'ABOUT 3.6 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA0834'STATION AT YOUNGSVILLE, WARREN COUNTY, ABOUT 0.4 MILE WEST OF
 MA0834'MILEPOST 54, AT BRIDGE 53.39, IN THE SOUTH CORNER OF THE EAST
 MA0834'BRIDGE SEAT, 6.2 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 MA0834'STEEL BRIDGE WALL, 10.1 FEET SOUTH OF THE SOUTH RAIL OF THE
 MA0834'TRACK, AND ABOUT 5 FEET LOWER THAN THE LEVEL OF THE TRACK.  A
 MA0834'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1244
 MA0834'PITTSBURG 1902.
 MA0834
 MA0834                          STATION RECOVERY (2002)
 MA0834
 MA0834'RECOVERY NOTE BY US POWER SQUADRON 2002 (RA)
 MA0834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1554 ***********************************************************************
 MA1554  DESIGNATION -  1244.49
 MA1554  PID         -  MA1554
 MA1554  STATE/COUNTY-  PA/CRAWFORD
 MA1554  USGS QUAD   -  TITUSVILLE NORTH (1973)
 MA1554
 MA1554                         *CURRENT SURVEY CONTROL
 MA1554  ___________________________________________________________________
 MA1554* NAD 83(1986)-  41 39 07.     (N)    079 43 30.     (W)     SCALED    
 MA1554* NAVD 88     -       379.088  (meters)    1243.72   (feet)  ADJUSTED  
 MA1554  ___________________________________________________________________
 MA1554  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 MA1554  DYNAMIC HT  -         378.925 (meters)    1243.19  (feet)  COMP
 MA1554  MODELED GRAV-     980,182.6   (mgal)                       NAVD 88
 MA1554
 MA1554  VERT ORDER  -  SECOND    CLASS 0
 MA1554
 MA1554.The horizontal coordinates were scaled from a topographic map and have
 MA1554.an estimated accuracy of +/- 6 seconds.
 MA1554
 MA1554.The orthometric height was determined by differential leveling
 MA1554.and adjusted by the National Geodetic Survey in June 1991..
 MA1554
 MA1554.The geoid height was determined by GEOID03.
 MA1554
 MA1554.The dynamic height is computed by dividing the NAVD 88
 MA1554.geopotential number by the normal gravity value computed on the
 MA1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1554.degrees latitude (g = 980.6199 gals.).
 MA1554
 MA1554.The modeled gravity was interpolated from observed gravity values.
 MA1554
 MA1554;                    North         East    Units  Estimated Accuracy
 MA1554;SPC PA N     -   166,820.      435,500.      MT  (+/- 180 meters Scaled)
 MA1554
 MA1554                          SUPERSEDED SURVEY CONTROL
 MA1554
 MA1554  NGVD 29 (??/??/92)  379.248  (m)         1244.25   (f) ADJ UNCH    2 0
 MA1554
 MA1554.Superseded values are not recommended for survey control.
 MA1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1554.See file dsdata.txt to determine how the superseded data were derived.
 MA1554
 MA1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG061119(NAD 83)
 MA1554_MARKER: Q = CHISELED SQUARE
 MA1554_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1554_SP_SET: BRIDGE SEAT
 MA1554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1554
 MA1554  HISTORY     - Date     Condition        Report By
 MA1554  HISTORY     - UNK      MONUMENTED       USGS
 MA1554  HISTORY     - 1935     GOOD             NGS
 MA1554
 MA1554                          STATION DESCRIPTION
 MA1554
 MA1554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1554'AT HYDETOWN.
 MA1554'AT HYDETOWN, CRAWFORD COUNTY, ON THE PENNSYLVANIA RAILROAD,
 MA1554'ABOUT 50 YARDS NORTH OF MILEPOST 117, AT BRIDGE 116.97 OVER
 MA1554'THOMPSON CREEK, ON THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 MA1554'BRIDGE SEAT, AT THE NORTHWEST CORNER, 30 FEET NORTHWEST OF THE
 MA1554'CENTER OF A DIRT-ROAD CROSSING, 9 FEET WEST OF THE WEST RAIL,
 MA1554'AND ABOUT 5-1/2 FEET LOWER THAN THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1591 ***********************************************************************
 LZ1591  DESIGNATION -  1245 USGS
 LZ1591  PID         -  LZ1591
 LZ1591  STATE/COUNTY-  PA/BRADFORD
 LZ1591  USGS QUAD   -  CANTON (1970)
 LZ1591
 LZ1591                         *CURRENT SURVEY CONTROL
 LZ1591  ___________________________________________________________________
 LZ1591* NAD 83(1986)-  41 44 59.     (N)    076 47 36.     (W)     SCALED    
 LZ1591* NAVD 88     -       379.282  (meters)    1244.36   (feet)  ADJUSTED  
 LZ1591  ___________________________________________________________________
 LZ1591  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 LZ1591  DYNAMIC HT  -         379.122 (meters)    1243.84  (feet)  COMP
 LZ1591  MODELED GRAV-     980,188.8   (mgal)                       NAVD 88
 LZ1591
 LZ1591  VERT ORDER  -  FIRST     CLASS II
 LZ1591
 LZ1591.The horizontal coordinates were scaled from a topographic map and have
 LZ1591.an estimated accuracy of +/- 6 seconds.
 LZ1591
 LZ1591.The orthometric height was determined by differential leveling
 LZ1591.and adjusted by the National Geodetic Survey in June 1991..
 LZ1591
 LZ1591.The geoid height was determined by GEOID03.
 LZ1591
 LZ1591.The dynamic height is computed by dividing the NAVD 88
 LZ1591.geopotential number by the normal gravity value computed on the
 LZ1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1591.degrees latitude (g = 980.6199 gals.).
 LZ1591
 LZ1591.The modeled gravity was interpolated from observed gravity values.
 LZ1591
 LZ1591;                    North         East    Units  Estimated Accuracy
 LZ1591;SPC PA N     -   176,250.      679,570.      MT  (+/- 180 meters Scaled)
 LZ1591
 LZ1591                          SUPERSEDED SURVEY CONTROL
 LZ1591
 LZ1591.No superseded survey control is available for this station.
 LZ1591
 LZ1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM508235(NAD 83)
 LZ1591_MARKER: B = BOLT
 LZ1591_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LZ1591_SP_SET: CULVERT
 LZ1591_MARK LOGO: USGS  
 LZ1591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1591+STABILITY: SURFACE MOTION
 LZ1591
 LZ1591  HISTORY     - Date     Condition        Report By
 LZ1591  HISTORY     - UNK      MONUMENTED       USGS
 LZ1591  HISTORY     - 1983     GOOD             NGS
 LZ1591
 LZ1591                          STATION DESCRIPTION
 LZ1591
 LZ1591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LZ1591'3.5 KM (2.2 MI) SOUTH FROM TROY.
 LZ1591'3.5 KM (2.2 MI) SOUTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE IN
 LZ1591'TROY TO THE MARK ON THE RIGHT, IN THE TOP OF A HEADWALL OF A CULVERT,
 LZ1591'7.6 METERS (25.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 LZ1591'13.5 METERS (44.5 FT) NORTH OF THE NORTHWEST CORNER OF A BRIDGE,
 LZ1591'6.4 METERS (21.0 FT) NORTH OF THE CENTER OF CEASE DRIVE.
 LZ1591'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0643 ***********************************************************************
 MA0643  DESIGNATION -  124.54
 MA0643  PID         -  MA0643
 MA0643  STATE/COUNTY-  PA/MCKEAN
 MA0643  USGS QUAD   -  BRADFORD (1983)
 MA0643
 MA0643                         *CURRENT SURVEY CONTROL
 MA0643  ___________________________________________________________________
 MA0643* NAD 83(1986)-  41 56 03.     (N)    078 38 51.     (W)     SCALED    
 MA0643* NAVD 88     -       445.621  (meters)    1462.01   (feet)  ADJUSTED  
 MA0643  ___________________________________________________________________
 MA0643  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 MA0643  DYNAMIC HT  -         445.440 (meters)    1461.41  (feet)  COMP
 MA0643  MODELED GRAV-     980,201.9   (mgal)                       NAVD 88
 MA0643
 MA0643  VERT ORDER  -  FIRST     CLASS I
 MA0643
 MA0643.The horizontal coordinates were scaled from a topographic map and have
 MA0643.an estimated accuracy of +/- 6 seconds.
 MA0643
 MA0643.The orthometric height was determined by differential leveling
 MA0643.and adjusted by the National Geodetic Survey in June 1991..
 MA0643
 MA0643.The geoid height was determined by GEOID03.
 MA0643
 MA0643.The dynamic height is computed by dividing the NAVD 88
 MA0643.geopotential number by the normal gravity value computed on the
 MA0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0643.degrees latitude (g = 980.6199 gals.).
 MA0643
 MA0643.The modeled gravity was interpolated from observed gravity values.
 MA0643
 MA0643;                    North         East    Units  Estimated Accuracy
 MA0643;SPC PA N     -   196,680.      525,570.      MT  (+/- 180 meters Scaled)
 MA0643
 MA0643                          SUPERSEDED SURVEY CONTROL
 MA0643
 MA0643  NGVD 29 (??/??/92)  445.759  (m)         1462.46   (f) ADJ UNCH    1 1
 MA0643
 MA0643.Superseded values are not recommended for survey control.
 MA0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0643.See file dsdata.txt to determine how the superseded data were derived.
 MA0643
 MA0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG950451(NAD 83)
 MA0643_MARKER: DD = SURVEY DISK
 MA0643_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0643_SP_SET: ABUTMENT
 MA0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MA0643+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2006
 MA0643
 MA0643  HISTORY     - Date     Condition        Report By
 MA0643  HISTORY     - UNK      MONUMENTED       BORR
 MA0643  HISTORY     - 1967     GOOD             NGS
 MA0643  HISTORY     - 20010331 GOOD             NGS
 MA0643  HISTORY     - 20041127 GOOD             USPSQD
 MA0643  HISTORY     - 20060711 GOOD             USPSQD
 MA0643
 MA0643                          STATION DESCRIPTION
 MA0643
 MA0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0643'1.5 MI S FROM BRADFORD.
 MA0643'ABOUT 1.5 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0643'FROM THE STATION AT BRADFORD, AT THE NORTHWEST CORNER OF THE
 MA0643'CORNING GLASS WORKS BRADFORD PLANT, 3 POLES SOUTH OF MILEPOST
 MA0643'124/20, 7 FEET EAST OF THE EAST RAIL OF THE EAST SET OF TRACKS,
 MA0643'SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT
 MA0643'OF A SMALL BRIDGE OVER A CREEK, 4.6 FEET EAST OF THE EAST EDGE
 MA0643'OF THE BRIDGE, AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
 MA0643
 MA0643                          STATION RECOVERY (2001)
 MA0643
 MA0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MA0643'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MA0643
 MA0643                          STATION RECOVERY (2004)
 MA0643
 MA0643'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0643'RECOVERED IN GOOD CONDITION.
 MA0643
 MA0643                          STATION RECOVERY (2006)
 MA0643
 MA0643'RECOVERY NOTE BY US POWER SQUADRON 2006 (SG)
 MA0643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0511 ***********************************************************************
 LZ0511  DESIGNATION -  1246 H
 LZ0511  PID         -  LZ0511
 LZ0511  STATE/COUNTY-  PA/BRADFORD
 LZ0511  USGS QUAD   -  CANTON (1970)
 LZ0511
 LZ0511                         *CURRENT SURVEY CONTROL
 LZ0511  ___________________________________________________________________
 LZ0511* NAD 83(1986)-  41 39 15.     (N)    076 51 23.     (W)     SCALED    
 LZ0511* NAVD 88     -       379.877  (meters)    1246.31   (feet)  ADJUSTED  
 LZ0511  ___________________________________________________________________
 LZ0511  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 LZ0511  DYNAMIC HT  -         379.707 (meters)    1245.76  (feet)  COMP
 LZ0511  MODELED GRAV-     980,164.8   (mgal)                       NAVD 88
 LZ0511
 LZ0511  VERT ORDER  -  SECOND    CLASS 0
 LZ0511
 LZ0511.The horizontal coordinates were scaled from a topographic map and have
 LZ0511.an estimated accuracy of +/- 6 seconds.
 LZ0511
 LZ0511.The orthometric height was determined by differential leveling
 LZ0511.and adjusted by the National Geodetic Survey in June 1991..
 LZ0511
 LZ0511.The geoid height was determined by GEOID03.
 LZ0511
 LZ0511.The dynamic height is computed by dividing the NAVD 88
 LZ0511.geopotential number by the normal gravity value computed on the
 LZ0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0511.degrees latitude (g = 980.6199 gals.).
 LZ0511
 LZ0511.The modeled gravity was interpolated from observed gravity values.
 LZ0511
 LZ0511;                    North         East    Units  Estimated Accuracy
 LZ0511;SPC PA N     -   165,580.      674,430.      MT  (+/- 180 meters Scaled)
 LZ0511
 LZ0511                          SUPERSEDED SURVEY CONTROL
 LZ0511
 LZ0511  NGVD 29 (??/??/92)  380.023  (m)         1246.79   (f) ADJ UNCH    2 0
 LZ0511
 LZ0511.Superseded values are not recommended for survey control.
 LZ0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0511.See file dsdata.txt to determine how the superseded data were derived.
 LZ0511
 LZ0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM454130(NAD 83)
 LZ0511_MARKER: DD = SURVEY DISK
 LZ0511_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0511_SP_SET: ABUTMENT
 LZ0511_STAMPING: 1246 H 1899
 LZ0511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0511
 LZ0511  HISTORY     - Date     Condition        Report By
 LZ0511  HISTORY     - 1899     MONUMENTED       USGS
 LZ0511  HISTORY     - 1934     GOOD             NGS
 LZ0511  HISTORY     - 1934     POOR             NGS
 LZ0511
 LZ0511                          STATION DESCRIPTION
 LZ0511
 LZ0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0511'0.4 MI S FROM CANTON.
 LZ0511'0.4 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM CANTON,
 LZ0511'BRADFORD COUNTY, AT AN OLD RAILROAD BRIDGE, IN THE TOP OF THE
 LZ0511'SOUTH ABUTMENT, AND 20 FEET EAST OF THE EAST RAIL.  A UNITED
 LZ0511'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1246 H 1899.
 LZ0511
 LZ0511                          STATION RECOVERY (1934)
 LZ0511
 LZ0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 LZ0511'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0066 ***********************************************************************
 KX0066  DESIGNATION -  125
 KX0066  PID         -  KX0066
 KX0066  STATE/COUNTY-  PA/BLAIR
 KX0066  USGS QUAD   -  ALTOONA (1993)
 KX0066
 KX0066                         *CURRENT SURVEY CONTROL
 KX0066  ___________________________________________________________________
 KX0066* NAD 83(1986)-  40 31 06.     (N)    078 23 41.     (W)     SCALED    
 KX0066* NAVD 88     -       356.581  (meters)    1169.88   (feet)  ADJUSTED  
 KX0066  ___________________________________________________________________
 KX0066  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KX0066  DYNAMIC HT  -         356.393 (meters)    1169.27  (feet)  COMP
 KX0066  MODELED GRAV-     980,086.6   (mgal)                       NAVD 88
 KX0066
 KX0066  VERT ORDER  -  FIRST     CLASS I
 KX0066
 KX0066.The horizontal coordinates were scaled from a topographic map and have
 KX0066.an estimated accuracy of +/- 6 seconds.
 KX0066
 KX0066.The orthometric height was determined by differential leveling
 KX0066.and adjusted by the National Geodetic Survey in June 1991..
 KX0066
 KX0066.The geoid height was determined by GEOID03.
 KX0066
 KX0066.The dynamic height is computed by dividing the NAVD 88
 KX0066.geopotential number by the normal gravity value computed on the
 KX0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0066.degrees latitude (g = 980.6199 gals.).
 KX0066
 KX0066.The modeled gravity was interpolated from observed gravity values.
 KX0066
 KX0066;                    North         East    Units  Estimated Accuracy
 KX0066;SPC PA S     -   131,780.      545,370.      MT  (+/- 180 meters Scaled)
 KX0066
 KX0066                          SUPERSEDED SURVEY CONTROL
 KX0066
 KX0066  NGVD 29 (??/??/92)  356.736  (m)         1170.39   (f) ADJ UNCH    1 1
 KX0066
 KX0066.Superseded values are not recommended for survey control.
 KX0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0066.See file dsdata.txt to determine how the superseded data were derived.
 KX0066
 KX0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE207885(NAD 83)
 KX0066_MARKER: Z = SEE DESCRIPTION
 KX0066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0066_SP_SET: PIER
 KX0066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0066
 KX0066  HISTORY     - Date     Condition        Report By
 KX0066  HISTORY     - UNK      MONUMENTED       PRR
 KX0066  HISTORY     - 1966     GOOD             NGS
 KX0066
 KX0066                          STATION DESCRIPTION
 KX0066
 KX0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0066'0.4 MI NE FROM ALTOONA.
 KX0066'ABOUT 0.45 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0066'STATION AT ALTOONA, AT THE 7TH STREET OVERPASS OVER THE TRACKS,
 KX0066'0.05 MILE NORTHEAST OF MILEPOST 236, ON THE NORTHWEST SIDE AND
 KX0066'AT THE NORTHEAST END OF THE SOUTHEAST PIER OF THE OVERPASS, 2.9
 KX0066'FEET ABOVE THE WATER TABLE, 0.4 FOOT SOUTHWEST OF THE NORTHEAST
 KX0066'END OF PIER, 3.1 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND 4 FEET
 KX0066'ABOVE THE LEVEL OF THE GROUND.  NOTE-- THE LETTERING BM IV IS CUT
 KX0066'IN STONE 0.4 FOOT ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0317 ***********************************************************************
 KY0317  DESIGNATION -  12/50
 KY0317  PID         -  KY0317
 KY0317  STATE/COUNTY-  PA/WASHINGTON
 KY0317  USGS QUAD   -  CANONSBURG (1979)
 KY0317
 KY0317                         *CURRENT SURVEY CONTROL
 KY0317  ___________________________________________________________________
 KY0317* NAD 83(1986)-  40 16 18.     (N)    080 09 41.     (W)     SCALED    
 KY0317* NAVD 88     -       282.740  (meters)     927.62   (feet)  ADJUSTED  
 KY0317  ___________________________________________________________________
 KY0317  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 KY0317  DYNAMIC HT  -         282.586 (meters)     927.12  (feet)  COMP
 KY0317  MODELED GRAV-     980,074.9   (mgal)                       NAVD 88
 KY0317
 KY0317  VERT ORDER  -  SECOND    CLASS 0
 KY0317
 KY0317.The horizontal coordinates were scaled from a topographic map and have
 KY0317.an estimated accuracy of +/- 6 seconds.
 KY0317
 KY0317.The orthometric height was determined by differential leveling
 KY0317.and adjusted by the National Geodetic Survey in June 1991..
 KY0317
 KY0317.The geoid height was determined by GEOID03.
 KY0317
 KY0317.The dynamic height is computed by dividing the NAVD 88
 KY0317.geopotential number by the normal gravity value computed on the
 KY0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0317.degrees latitude (g = 980.6199 gals.).
 KY0317
 KY0317.The modeled gravity was interpolated from observed gravity values.
 KY0317
 KY0317;                    North         East    Units  Estimated Accuracy
 KY0317;SPC PA S     -   106,990.      394,930.      MT  (+/- 180 meters Scaled)
 KY0317
 KY0317                          SUPERSEDED SURVEY CONTROL
 KY0317
 KY0317  NGVD 29 (??/??/92)  282.885  (m)          928.10   (f) ADJ UNCH    2 0
 KY0317
 KY0317.Superseded values are not recommended for survey control.
 KY0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0317.See file dsdata.txt to determine how the superseded data were derived.
 KY0317
 KY0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE713582(NAD 83)
 KY0317_MARKER: Q = CHISELED SQUARE
 KY0317_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0317_SP_SET: ABUTMENT
 KY0317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0317
 KY0317  HISTORY     - Date     Condition        Report By
 KY0317  HISTORY     - UNK      MONUMENTED       PRR
 KY0317  HISTORY     - 1935     GOOD             NGS
 KY0317  HISTORY     - 20060619 GOOD             BAKER
 KY0317
 KY0317                          STATION DESCRIPTION
 KY0317
 KY0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KY0317'0.1 MI N FROM MORGANZA.
 KY0317'0.1 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY0317'AT MORGANZA, AT BRIDGE 12/50, AND ON THE TOP OF THE NORTHEAST
 KY0317'ABUTMENT.  A CHISELED SQUARE.
 KY0317
 KY0317                          STATION RECOVERY (2006)
 KY0317
 KY0317'RECOVERY NOTE BY M BAKER JR INCORPORATED 2006 (FRB)
 KY0317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0306 ***********************************************************************
 MB0306  DESIGNATION -  1256
 MB0306  PID         -  MB0306
 MB0306  STATE/COUNTY-  PA/MERCER
 MB0306  USGS QUAD   -  GROVE CITY (1981)
 MB0306
 MB0306                         *CURRENT SURVEY CONTROL
 MB0306  ___________________________________________________________________
 MB0306* NAD 83(1986)-  41 09 26.     (N)    080 05 13.     (W)     SCALED    
 MB0306* NAVD 88     -       382.730  (meters)    1255.67   (feet)  ADJUSTED  
 MB0306  ___________________________________________________________________
 MB0306  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 MB0306  DYNAMIC HT  -         382.550 (meters)    1255.08  (feet)  COMP
 MB0306  MODELED GRAV-     980,142.8   (mgal)                       NAVD 88
 MB0306
 MB0306  VERT ORDER  -  SECOND    CLASS 0
 MB0306
 MB0306.The horizontal coordinates were scaled from a topographic map and have
 MB0306.an estimated accuracy of +/- 6 seconds.
 MB0306
 MB0306.The orthometric height was determined by differential leveling
 MB0306.and adjusted by the National Geodetic Survey in June 1991..
 MB0306
 MB0306.The geoid height was determined by GEOID03.
 MB0306
 MB0306.The dynamic height is computed by dividing the NAVD 88
 MB0306.geopotential number by the normal gravity value computed on the
 MB0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0306.degrees latitude (g = 980.6199 gals.).
 MB0306
 MB0306.The modeled gravity was interpolated from observed gravity values.
 MB0306
 MB0306;                    North         East    Units  Estimated Accuracy
 MB0306;SPC PA N     -   112,650.      403,880.      MT  (+/- 180 meters Scaled)
 MB0306
 MB0306                          SUPERSEDED SURVEY CONTROL
 MB0306
 MB0306  NGVD 29 (??/??/92)  382.857  (m)         1256.09   (f) ADJ UNCH    2 0
 MB0306
 MB0306.Superseded values are not recommended for survey control.
 MB0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0306.See file dsdata.txt to determine how the superseded data were derived.
 MB0306
 MB0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF766566(NAD 83)
 MB0306_MARKER: DB = BENCH MARK DISK
 MB0306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0306_SP_SET: FOUNDATION
 MB0306_STAMPING: 1256
 MB0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0306
 MB0306  HISTORY     - Date     Condition        Report By
 MB0306  HISTORY     - UNK      MONUMENTED       USGS
 MB0306  HISTORY     - 1935     GOOD             NGS
 MB0306  HISTORY     - 1958     GOOD             USGS
 MB0306  HISTORY     - 1975     GOOD             BAKER
 MB0306
 MB0306                          STATION DESCRIPTION
 MB0306
 MB0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MB0306'AT GROVE CITY.
 MB0306'AT GROVE CITY, ON BROAD STREET, IN THE WEST FOUNDATION OF THE
 MB0306'CARNEGIE LIBRARY, IN THE THIRD STONE COURSE FROM THE TOP, 4 FEET
 MB0306'SOUTH OF THE NORTHWEST CORNER, 53 YARDS WEST OF THE CENTERLINE OF
 MB0306'STATE HIGHWAY 58, 80 FEET EAST OF THE CENTERLINE OF BROAD STREET,
 MB0306'AND ABOUT 5 FEET HIGHER THAN THE STREET.  A UNITED STATES
 MB0306'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1256 AND SET VERTICALLY.
 MB0306
 MB0306                          STATION RECOVERY (1958)
 MB0306
 MB0306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 MB0306'RECOVERED IN GOOD CONDITION.
 MB0306
 MB0306                          STATION RECOVERY (1975)
 MB0306
 MB0306'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975
 MB0306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2373 ***********************************************************************
 KW2373  DESIGNATION -  1257 PADH
 KW2373  PID         -  KW2373
 KW2373  STATE/COUNTY-  PA/CENTRE
 KW2373  USGS QUAD   -  CENTRE HALL (1984)
 KW2373
 KW2373                         *CURRENT SURVEY CONTROL
 KW2373  ___________________________________________________________________
 KW2373* NAD 83(1986)-  40 47 41.     (N)    077 37 30.     (W)     SCALED    
 KW2373* NAVD 88     -       384.906  (meters)    1262.81   (feet)  ADJUSTED  
 KW2373  ___________________________________________________________________
 KW2373  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KW2373  DYNAMIC HT  -         384.714 (meters)    1262.18  (feet)  COMP
 KW2373  MODELED GRAV-     980,113.8   (mgal)                       NAVD 88
 KW2373
 KW2373  VERT ORDER  -  SECOND    CLASS 0
 KW2373
 KW2373.The horizontal coordinates were scaled from a topographic map and have
 KW2373.an estimated accuracy of +/- 6 seconds.
 KW2373
 KW2373.The orthometric height was determined by differential leveling
 KW2373.and adjusted by the National Geodetic Survey in June 1991..
 KW2373
 KW2373.The geoid height was determined by GEOID03.
 KW2373
 KW2373.The dynamic height is computed by dividing the NAVD 88
 KW2373.geopotential number by the normal gravity value computed on the
 KW2373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2373.degrees latitude (g = 980.6199 gals.).
 KW2373
 KW2373.The modeled gravity was interpolated from observed gravity values.
 KW2373
 KW2373;                    North         East    Units  Estimated Accuracy
 KW2373;SPC PA N     -    69,760.      610,550.      MT  (+/- 180 meters Scaled)
 KW2373
 KW2373                          SUPERSEDED SURVEY CONTROL
 KW2373
 KW2373  NGVD 29 (??/??/??)  385.110  (m)         1263.48   (f) ADJUSTED    2 0
 KW2373
 KW2373.Superseded values are not recommended for survey control.
 KW2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2373.See file dsdata.txt to determine how the superseded data were derived.
 KW2373
 KW2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL785192(NAD 83)
 KW2373_MARKER: DD = SURVEY DISK
 KW2373_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2373_SP_SET: ABUTMENT
 KW2373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2373
 KW2373  HISTORY     - Date     Condition        Report By
 KW2373  HISTORY     - UNK      MONUMENTED       PADH
 KW2373  HISTORY     - 1941     GOOD             CGS
 KW2373  HISTORY     - 1966     MARK NOT FOUND   USGS
 KW2373
 KW2373                          STATION DESCRIPTION
 KW2373
 KW2373'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW2373'4.5 MI SE FROM CENTRE HALL.
 KW2373'ABOUT 4.5 MILES SOUTHEAST ALONG STATE HIGHWAY 53 FROM THE
 KW2373'PENNSYLVANIA RAILROAD STATION AT CENTRE HALL, CENTRE COUNTY,
 KW2373'AT POTTER MILLS, ABOUT 200 FEET NORTHWEST OF THE JUNCTION
 KW2373'WITH U.S. HIGHWAY 322, AT BRIDGE 171-14, IN THE TOP OF THE NORTHEAST
 KW2373'CORNER OF THE SOUTHEAST ABUTMENT, 0.5 FOOT NORTHEAST OF THE EAST
 KW2373'CONCRETE GUARD RAIL POST, AND 22 FEET NORTHEAST OF THE CENTER
 KW2373'LINE OF STATE HIGHWAY 53.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS
 KW2373'STANDARD DISK.
 KW2373
 KW2373                          STATION RECOVERY (1966)
 KW2373
 KW2373'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KW2373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0819 ***********************************************************************
 KX0819  DESIGNATION -  1259
 KX0819  PID         -  KX0819
 KX0819  STATE/COUNTY-  PA/INDIANA
 KX0819  USGS QUAD   -  MARION CENTER (1993)
 KX0819
 KX0819                         *CURRENT SURVEY CONTROL
 KX0819  ___________________________________________________________________
 KX0819* NAD 83(1986)-  40 46 17.     (N)    079 03 27.     (W)     SCALED    
 KX0819* NAVD 88     -       383.92   (+/-2cm)    1259.6    (feet)  VERTCON   
 KX0819  ___________________________________________________________________
 KX0819  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KX0819
 KX0819  VERT ORDER  -  ? (See Below)
 KX0819
 KX0819.The horizontal coordinates were scaled from a topographic map and have
 KX0819.an estimated accuracy of +/- 6 seconds.
 KX0819
 KX0819.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0819.The vertical order pertains to the NGVD 29 superseded value.
 KX0819
 KX0819.The geoid height was determined by GEOID03.
 KX0819
 KX0819;                    North         East    Units  Estimated Accuracy
 KX0819;SPC PA S     -   160,490.      489,620.      MT  (+/- 180 meters Scaled)
 KX0819
 KX0819                          SUPERSEDED SURVEY CONTROL
 KX0819
 KX0819  NGVD 29 (??/??/92)  384.092  (m)         1260.14   (f) ADJ UNCH    ?  
 KX0819
 KX0819.Superseded values are not recommended for survey control.
 KX0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0819.See file dsdata.txt to determine how the superseded data were derived.
 KX0819
 KX0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF639151(NAD 83)
 KX0819_MARKER: Z = SEE DESCRIPTION
 KX0819_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0819_SP_SET: BRIDGE
 KX0819_STAMPING: 1259 ADJ 1903
 KX0819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0819
 KX0819  HISTORY     - Date     Condition        Report By
 KX0819  HISTORY     - 1903     MONUMENTED       USGS
 KX0819  HISTORY     - 1917     GOOD             BORR
 KX0819
 KX0819                          STATION DESCRIPTION
 KX0819
 KX0819'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1917
 KX0819'AT MARION CENTER.
 KX0819'MARION CENTER, 960 FEET NORTH OF STATION, ON EAST SIDE OF
 KX0819'SOUTHEAST ABUTMENT OF BRIDGE OVER SMALL STREAM.  AN ALLUMINUM
 KX0819'TABLET, STAMPED 1259 ADJ. 1903.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0068 ***********************************************************************
 KX0068  DESIGNATION -  126
 KX0068  PID         -  KX0068
 KX0068  STATE/COUNTY-  PA/BLAIR
 KX0068  USGS QUAD   -  ALTOONA (1993)
 KX0068
 KX0068                         *CURRENT SURVEY CONTROL
 KX0068  ___________________________________________________________________
 KX0068* NAD 83(1986)-  40 30 53.     (N)    078 24 05.     (W)     SCALED    
 KX0068* NAVD 88     -       360.149  (meters)    1181.59   (feet)  POSTED    
 KX0068  ___________________________________________________________________
 KX0068  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KX0068  DYNAMIC HT  -         359.960 (meters)    1180.97  (feet)  COMP
 KX0068  MODELED GRAV-     980,085.7   (mgal)                       NAVD 88
 KX0068
 KX0068  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 KX0068
 KX0068.The horizontal coordinates were scaled from a topographic map and have
 KX0068.an estimated accuracy of +/- 6 seconds.
 KX0068
 KX0068.The orthometric height was determined by differential leveling
 KX0068.and adjusted by the National Geodetic Survey in 1992..
 KX0068.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 KX0068.rate of 4.1 thru 8.0 mm/km.
 KX0068
 KX0068.The geoid height was determined by GEOID03.
 KX0068
 KX0068.The dynamic height is computed by dividing the NAVD 88
 KX0068.geopotential number by the normal gravity value computed on the
 KX0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0068.degrees latitude (g = 980.6199 gals.).
 KX0068
 KX0068.The modeled gravity was interpolated from observed gravity values.
 KX0068
 KX0068;                    North         East    Units  Estimated Accuracy
 KX0068;SPC PA S     -   131,380.      544,800.      MT  (+/- 180 meters Scaled)
 KX0068
 KX0068                          SUPERSEDED SURVEY CONTROL
 KX0068
 KX0068  NGVD 29 (??/??/92)  360.31   (m)         1182.1    (f) COMPUTED    1 2
 KX0068
 KX0068.Superseded values are not recommended for survey control.
 KX0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0068.See file dsdata.txt to determine how the superseded data were derived.
 KX0068
 KX0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE201881(NAD 83)
 KX0068_MARKER: B = BOLT
 KX0068_SETTING: 0 = UNSPECIFIED SETTING
 KX0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0068
 KX0068  HISTORY     - Date     Condition        Report By
 KX0068  HISTORY     - UNK      MONUMENTED       PRR
 KX0068  HISTORY     - 1966     GOOD             NGS
 KX0068
 KX0068                          STATION DESCRIPTION
 KX0068
 KX0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0068'AT ALTOONA.
 KX0068'AT ALTOONA, BLAIR COUNTY, AT THE PENNSYLVANIA RAILROAD STATION,
 KX0068'16.8 FEET NORTH OF THE SOUTHEAST CORNER IN THE NORTH END OF THE
 KX0068'TOP STEP OF THE EAST ENTRANCE, AND 1.2 FEET HIGHER THAN THE
 KX0068'PLATFORM.  A 1-INCH FLAT COPPER BOLT, NEAR THE LETTERS B M V 1888.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1479 ***********************************************************************
 MA1479  DESIGNATION -  1261.63
 MA1479  PID         -  MA1479
 MA1479  STATE/COUNTY-  PA/ERIE
 MA1479  USGS QUAD   -  UNION CITY (1977)
 MA1479
 MA1479                         *CURRENT SURVEY CONTROL
 MA1479  ___________________________________________________________________
 MA1479* NAD 83(1986)-  41 54 01.     (N)    079 50 47.     (W)     SCALED    
 MA1479* NAVD 88     -       384.299  (meters)    1260.82   (feet)  ADJUSTED  
 MA1479  ___________________________________________________________________
 MA1479  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 MA1479  DYNAMIC HT  -         384.144 (meters)    1260.31  (feet)  COMP
 MA1479  MODELED GRAV-     980,208.3   (mgal)                       NAVD 88
 MA1479
 MA1479  VERT ORDER  -  FIRST     CLASS II
 MA1479
 MA1479.The horizontal coordinates were scaled from a topographic map and have
 MA1479.an estimated accuracy of +/- 6 seconds.
 MA1479
 MA1479.The orthometric height was determined by differential leveling
 MA1479.and adjusted by the National Geodetic Survey in June 1991..
 MA1479
 MA1479.The geoid height was determined by GEOID03.
 MA1479
 MA1479.The dynamic height is computed by dividing the NAVD 88
 MA1479.geopotential number by the normal gravity value computed on the
 MA1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1479.degrees latitude (g = 980.6199 gals.).
 MA1479
 MA1479.The modeled gravity was interpolated from observed gravity values.
 MA1479
 MA1479;                    North         East    Units  Estimated Accuracy
 MA1479;SPC PA N     -   194,630.      426,060.      MT  (+/- 180 meters Scaled)
 MA1479
 MA1479                          SUPERSEDED SURVEY CONTROL
 MA1479
 MA1479  NGVD 29 (??/??/92)  384.463  (m)         1261.36   (f) ADJ UNCH    1 2
 MA1479
 MA1479.Superseded values are not recommended for survey control.
 MA1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1479.See file dsdata.txt to determine how the superseded data were derived.
 MA1479
 MA1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG956393(NAD 83)
 MA1479_MARKER: B = BOLT
 MA1479_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1479_SP_SET: ABUTMENT
 MA1479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1479
 MA1479  HISTORY     - Date     Condition        Report By
 MA1479  HISTORY     - UNK      MONUMENTED       PRR
 MA1479  HISTORY     - 1941     GOOD             NGS
 MA1479
 MA1479                          STATION DESCRIPTION
 MA1479
 MA1479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MA1479'AT UNION CITY.
 MA1479'AT UNION CITY, ERIE COUNTY, ABOUT 0.1 MILE NORTHWEST OF THE
 MA1479'PENNSYLVANIA RAILROAD STATION, ABOUT 6-1/2 RAILS NORTHWEST OF
 MA1479'MILEPOST 26, AT BRIDGE 25.97, IN THE TOP OF THE WEST ABUTMENT, 1
 MA1479'FOOT SOUTH OF THE NORTH END, 42 FEET NORTH OF BENCH MARK A 143,
 MA1479'DESCRIBED BELOW, 10.2 FEET NORTH OF THE NORTHEAST CORNER OF THE
 MA1479'STEEL BRIDGE WALL, AND 12 FEET NORTHEAST OF THE NORTHEAST RAIL
 MA1479'OF THE NORTHEAST TRACK.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1349 ***********************************************************************
 LZ1349  DESIGNATION -  1264.8
 LZ1349  PID         -  LZ1349
 LZ1349  STATE/COUNTY-  PA/TIOGA
 LZ1349  USGS QUAD   -  MARSHLANDS (1971)
 LZ1349
 LZ1349                         *CURRENT SURVEY CONTROL
 LZ1349  ___________________________________________________________________
 LZ1349* NAD 83(1986)-  41 44 41.     (N)    077 34 47.     (W)     SCALED    
 LZ1349* NAVD 88     -       385.498  (meters)    1264.75   (feet)  ADJUSTED  
 LZ1349  ___________________________________________________________________
 LZ1349  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 LZ1349  DYNAMIC HT  -         385.338 (meters)    1264.23  (feet)  COMP
 LZ1349  MODELED GRAV-     980,196.6   (mgal)                       NAVD 88
 LZ1349
 LZ1349  VERT ORDER  -  SECOND    CLASS 0
 LZ1349
 LZ1349.The horizontal coordinates were scaled from a topographic map and have
 LZ1349.an estimated accuracy of +/- 6 seconds.
 LZ1349
 LZ1349.The orthometric height was determined by differential leveling
 LZ1349.and adjusted by the National Geodetic Survey in June 1991..
 LZ1349
 LZ1349.The geoid height was determined by GEOID03.
 LZ1349
 LZ1349.The dynamic height is computed by dividing the NAVD 88
 LZ1349.geopotential number by the normal gravity value computed on the
 LZ1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1349.degrees latitude (g = 980.6199 gals.).
 LZ1349
 LZ1349.The modeled gravity was interpolated from observed gravity values.
 LZ1349
 LZ1349;                    North         East    Units  Estimated Accuracy
 LZ1349;SPC PA N     -   175,270.      614,160.      MT  (+/- 180 meters Scaled)
 LZ1349
 LZ1349                          SUPERSEDED SURVEY CONTROL
 LZ1349
 LZ1349  NGVD 29 (??/??/92)  385.637  (m)         1265.21   (f) ADJ UNCH    2 0
 LZ1349
 LZ1349.Superseded values are not recommended for survey control.
 LZ1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1349.See file dsdata.txt to determine how the superseded data were derived.
 LZ1349
 LZ1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM854246(NAD 83)
 LZ1349_MARKER: X = CHISELED CROSS
 LZ1349_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1349_SP_SET: BRIDGE
 LZ1349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1349
 LZ1349  HISTORY     - Date     Condition        Report By
 LZ1349  HISTORY     - UNK      MONUMENTED       BORR
 LZ1349  HISTORY     - 1934     GOOD             NGS
 LZ1349
 LZ1349                          STATION DESCRIPTION
 LZ1349
 LZ1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1349'4 MI E FROM GALETON.
 LZ1349'IN TIOGA COUNTY, ABOUT 4 MILES EAST ALONG THE BALTIMORE AND
 LZ1349'OHIO RAILROAD FROM GALETON, POTTER COUNTY, AT MILEPOST 147, ABOUT
 LZ1349'270 FEET WEST OF A GRADE CROSSING, AT BRIDGE 147+0 OVER PINE
 LZ1349'CREEK, ON THE TOP OF THE SOUTH END OF THE WEST STONE BACK WALL,
 LZ1349'15 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND 1 FOOT LOWER
 LZ1349'THAN THE TOP OF THE RAIL.  A CROSS IN A CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0493 ***********************************************************************
 LZ0493  DESIGNATION -  1265 H USGS
 LZ0493  PID         -  LZ0493
 LZ0493  STATE/COUNTY-  PA/BRADFORD
 LZ0493  USGS QUAD   -  GILLETT (1969)
 LZ0493
 LZ0493                         *CURRENT SURVEY CONTROL
 LZ0493  ___________________________________________________________________
 LZ0493* NAD 83(1986)-  41 53 30.     (N)    076 48 02.     (W)     SCALED    
 LZ0493* NAVD 88     -       385.618  (meters)    1265.15   (feet)  ADJUSTED  
 LZ0493  ___________________________________________________________________
 LZ0493  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 LZ0493  DYNAMIC HT  -         385.456 (meters)    1264.62  (feet)  COMP
 LZ0493  MODELED GRAV-     980,193.3   (mgal)                       NAVD 88
 LZ0493
 LZ0493  VERT ORDER  -  FIRST     CLASS II
 LZ0493
 LZ0493.The horizontal coordinates were scaled from a topographic map and have
 LZ0493.an estimated accuracy of +/- 6 seconds.
 LZ0493
 LZ0493.The orthometric height was determined by differential leveling
 LZ0493.and adjusted by the National Geodetic Survey in June 1991..
 LZ0493
 LZ0493.The geoid height was determined by GEOID03.
 LZ0493
 LZ0493.The dynamic height is computed by dividing the NAVD 88
 LZ0493.geopotential number by the normal gravity value computed on the
 LZ0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0493.degrees latitude (g = 980.6199 gals.).
 LZ0493
 LZ0493.The modeled gravity was interpolated from observed gravity values.
 LZ0493
 LZ0493;                    North         East    Units  Estimated Accuracy
 LZ0493;SPC PA N     -   192,000.      678,790.      MT  (+/- 180 meters Scaled)
 LZ0493
 LZ0493                          SUPERSEDED SURVEY CONTROL
 LZ0493
 LZ0493  NGVD 29 (??/??/92)  385.750  (m)         1265.58   (f) ADJ UNCH    1 2
 LZ0493
 LZ0493.Superseded values are not recommended for survey control.
 LZ0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0493.See file dsdata.txt to determine how the superseded data were derived.
 LZ0493
 LZ0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM506393(NAD 83)
 LZ0493_MARKER: DD = SURVEY DISK
 LZ0493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0493_SP_SET: FOUNDATION
 LZ0493_STAMPING: 1265 H
 LZ0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0493
 LZ0493  HISTORY     - Date     Condition        Report By
 LZ0493  HISTORY     - 1899     MONUMENTED       USGS
 LZ0493  HISTORY     - 1933     GOOD             NGS
 LZ0493  HISTORY     - 1983     MARK NOT FOUND   NGS
 LZ0493
 LZ0493                          STATION DESCRIPTION
 LZ0493
 LZ0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LZ0493'AT SNEDIKER.
 LZ0493'AT SNEDIKER, BRADFORD COUNTY, IN THE FOUNDATION WALL OF THE
 LZ0493'PENNSYLVANIA RAILROAD STATION AND STORE, AND ABOUT 50 FEET WEST OF
 LZ0493'THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 LZ0493'STAMPED 1265 H AND SET VERTICALLY.
 LZ0493
 LZ0493                          STATION RECOVERY (1983)
 LZ0493
 LZ0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LZ0493'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1347 ***********************************************************************
 LZ1347  DESIGNATION -  1265.64 B+D RR
 LZ1347  PID         -  LZ1347
 LZ1347  STATE/COUNTY-  PA/TIOGA
 LZ1347  USGS QUAD   -  MARSHLANDS (1971)
 LZ1347
 LZ1347                         *CURRENT SURVEY CONTROL
 LZ1347  ___________________________________________________________________
 LZ1347* NAD 83(1986)-  41 44 23.     (N)    077 34 18.     (W)     SCALED    
 LZ1347* NAVD 88     -       386.17   (+/-2cm)    1267.0    (feet)  VERTCON   
 LZ1347  ___________________________________________________________________
 LZ1347  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 LZ1347
 LZ1347  VERT ORDER  -  ? (See Below)
 LZ1347
 LZ1347.The horizontal coordinates were scaled from a topographic map and have
 LZ1347.an estimated accuracy of +/- 6 seconds.
 LZ1347
 LZ1347.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1347.The vertical order pertains to the NGVD 29 superseded value.
 LZ1347
 LZ1347.The geoid height was determined by GEOID03.
 LZ1347
 LZ1347;                    North         East    Units  Estimated Accuracy
 LZ1347;SPC PA N     -   174,710.      614,840.      MT  (+/- 180 meters Scaled)
 LZ1347
 LZ1347                          SUPERSEDED SURVEY CONTROL
 LZ1347
 LZ1347  NGVD 29 (??/??/92)  386.312  (m)         1267.43   (f) ADJ UNCH    ?  
 LZ1347
 LZ1347.Superseded values are not recommended for survey control.
 LZ1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1347.See file dsdata.txt to determine how the superseded data were derived.
 LZ1347
 LZ1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM861240(NAD 83)
 LZ1347_MARKER: X = CHISELED CROSS
 LZ1347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1347_SP_SET: CORNER BOARD
 LZ1347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1347
 LZ1347  HISTORY     - Date     Condition        Report By
 LZ1347  HISTORY     - UNK      MONUMENTED       BORR
 LZ1347  HISTORY     - 1934     GOOD             NGS
 LZ1347
 LZ1347                          STATION DESCRIPTION
 LZ1347
 LZ1347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1347'4.6 MI E FROM GALETON.
 LZ1347'IN TIOGA COUNTY, ABOUT 4.6 MILES EAST ALONG THE BALTIMORE AND
 LZ1347'OHIO RAILROAD FROM GALETON, POTTER COUNTY, AT GAINES JUNCTION,
 LZ1347'AT THE SOUTHEAST CORNER OF THE STATION, AND ON THE WOODEN CORNER
 LZ1347'BOARD.  A CHISELED CROSS IN A CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0267 ***********************************************************************
 MB0267  DESIGNATION -  1266.71
 MB0267  PID         -  MB0267
 MB0267  STATE/COUNTY-  PA/MERCER
 MB0267  USGS QUAD   -  JACKSON CENTER (1970)
 MB0267
 MB0267                         *CURRENT SURVEY CONTROL
 MB0267  ___________________________________________________________________
 MB0267* NAD 83(1986)-  41 17 08.     (N)    080 08 56.     (W)     SCALED    
 MB0267* NAVD 88     -       385.924  (meters)    1266.15   (feet)  ADJUSTED  
 MB0267  ___________________________________________________________________
 MB0267  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 MB0267  DYNAMIC HT  -         385.750 (meters)    1265.58  (feet)  COMP
 MB0267  MODELED GRAV-     980,163.0   (mgal)                       NAVD 88
 MB0267
 MB0267  VERT ORDER  -  SECOND    CLASS 0
 MB0267
 MB0267.The horizontal coordinates were scaled from a topographic map and have
 MB0267.an estimated accuracy of +/- 6 seconds.
 MB0267
 MB0267.The orthometric height was determined by differential leveling
 MB0267.and adjusted by the National Geodetic Survey in June 1991..
 MB0267
 MB0267.The geoid height was determined by GEOID03.
 MB0267
 MB0267.The dynamic height is computed by dividing the NAVD 88
 MB0267.geopotential number by the normal gravity value computed on the
 MB0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0267.degrees latitude (g = 980.6199 gals.).
 MB0267
 MB0267.The modeled gravity was interpolated from observed gravity values.
 MB0267
 MB0267;                    North         East    Units  Estimated Accuracy
 MB0267;SPC PA N     -   127,040.      399,080.      MT  (+/- 180 meters Scaled)
 MB0267
 MB0267                          SUPERSEDED SURVEY CONTROL
 MB0267
 MB0267  NGVD 29 (??/??/92)  386.074  (m)         1266.64   (f) ADJ UNCH    2 0
 MB0267
 MB0267.Superseded values are not recommended for survey control.
 MB0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0267.See file dsdata.txt to determine how the superseded data were derived.
 MB0267
 MB0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF712708(NAD 83)
 MB0267_MARKER: DD = SURVEY DISK
 MB0267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0267_SP_SET: BRIDGE
 MB0267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0267
 MB0267  HISTORY     - Date     Condition        Report By
 MB0267  HISTORY     - UNK      MONUMENTED       USGS
 MB0267  HISTORY     - 1944     GOOD             NGS
 MB0267
 MB0267                          STATION DESCRIPTION
 MB0267
 MB0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 MB0267'1 MI N FROM JACKSON CENTER.
 MB0267'1.0 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MB0267'AT JACKSON CENTER, 0.3 MILE SOUTH OF MILEPOST 78, AT 18-FOOT
 MB0267'CONCRETE ARCH BRIDGE 77.72, ON THE TOP OF THE WEST HEADWALL, 1
 MB0267'FOOT SOUTH OF THE NORTH END, 10 FEET WEST OF THE WEST RAIL, AND
 MB0267'ABOUT 2 FEET LOWER THAN THE TRACK.  A CHISELED SQUARE.
 MB0267'NOTE-- (1944 REPORT) THIS BENCH MARK IS ON THE SAME BRIDGE AS
 MB0267'BENCH MARK U 64.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1395 ***********************************************************************
 MA1395  DESIGNATION -  127
 MA1395  PID         -  MA1395
 MA1395  STATE/COUNTY-  PA/VENANGO
 MA1395  USGS QUAD   -  CRANBERRY (1977)
 MA1395
 MA1395                         *CURRENT SURVEY CONTROL
 MA1395  ___________________________________________________________________
 MA1395* NAD 83(1986)-  41 19 02.     (N)    079 39 18.     (W)     SCALED    
 MA1395* NAVD 88     -       360.341  (meters)    1182.22   (feet)  ADJUSTED  
 MA1395  ___________________________________________________________________
 MA1395  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 MA1395  DYNAMIC HT  -         360.173 (meters)    1181.67  (feet)  COMP
 MA1395  MODELED GRAV-     980,146.9   (mgal)                       NAVD 88
 MA1395
 MA1395  VERT ORDER  -  SECOND    CLASS 0
 MA1395
 MA1395.The horizontal coordinates were scaled from a topographic map and have
 MA1395.an estimated accuracy of +/- 6 seconds.
 MA1395
 MA1395.The orthometric height was determined by differential leveling
 MA1395.and adjusted by the National Geodetic Survey in June 1991..
 MA1395
 MA1395.The geoid height was determined by GEOID03.
 MA1395
 MA1395.The dynamic height is computed by dividing the NAVD 88
 MA1395.geopotential number by the normal gravity value computed on the
 MA1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1395.degrees latitude (g = 980.6199 gals.).
 MA1395
 MA1395.The modeled gravity was interpolated from observed gravity values.
 MA1395
 MA1395;                    North         East    Units  Estimated Accuracy
 MA1395;SPC PA N     -   129,530.      440,510.      MT  (+/- 180 meters Scaled)
 MA1395
 MA1395                          SUPERSEDED SURVEY CONTROL
 MA1395
 MA1395  NGVD 29 (??/??/92)  360.497  (m)         1182.73   (f) ADJ UNCH    2 0
 MA1395
 MA1395.Superseded values are not recommended for survey control.
 MA1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1395.See file dsdata.txt to determine how the superseded data were derived.
 MA1395
 MA1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF125748(NAD 83)
 MA1395_MARKER: DD = SURVEY DISK
 MA1395_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1395_SP_SET: BRIDGE
 MA1395_STAMPING: 127 LLB USGS
 MA1395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1395
 MA1395  HISTORY     - Date     Condition        Report By
 MA1395  HISTORY     - UNK      MONUMENTED       USGS
 MA1395  HISTORY     - 1967     GOOD             NGS
 MA1395
 MA1395                          STATION DESCRIPTION
 MA1395
 MA1395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1395'4 MI SE FROM CRANBERRY.
 MA1395'TO REACH THE MARK FROM THE POST OFFICE IN CRANBERRY GO SOUTHEAST
 MA1395'ALONG U.S. HIGHWAY 322 TO THE MARK SET IN THE NORTHEAST WINGWALL
 MA1395'OF A CONCRETE BRIDGE OVER EAST SANDY CREEK, 22.0 FEET NORTHEAST
 MA1395'OF THE CENTERLINE OF U.S. HIGHWAY 322 AND IS ABOUT 1.0 FEET BELOW
 MA1395'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0071 ***********************************************************************
 KX0071  DESIGNATION -  127
 KX0071  PID         -  KX0071
 KX0071  STATE/COUNTY-  PA/BLAIR
 KX0071  USGS QUAD   -  ALTOONA (1993)
 KX0071
 KX0071                         *CURRENT SURVEY CONTROL
 KX0071  ___________________________________________________________________
 KX0071* NAD 83(1986)-  40 30 44.     (N)    078 24 20.     (W)     SCALED    
 KX0071* NAVD 88     -       363.248  (meters)    1191.76   (feet)  POSTED    
 KX0071  ___________________________________________________________________
 KX0071  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KX0071  DYNAMIC HT  -         363.060 (meters)    1191.14  (feet)  COMP
 KX0071  MODELED GRAV-     980,085.3   (mgal)                       NAVD 88
 KX0071
 KX0071  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KX0071
 KX0071.The horizontal coordinates were scaled from a topographic map and have
 KX0071.an estimated accuracy of +/- 6 seconds.
 KX0071
 KX0071.The orthometric height was determined by differential leveling
 KX0071.and adjusted by the National Geodetic Survey in 1992..
 KX0071.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KX0071.rate of 1.1 thru 2.0 mm/km.
 KX0071
 KX0071.The geoid height was determined by GEOID03.
 KX0071
 KX0071.The dynamic height is computed by dividing the NAVD 88
 KX0071.geopotential number by the normal gravity value computed on the
 KX0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0071.degrees latitude (g = 980.6199 gals.).
 KX0071
 KX0071.The modeled gravity was interpolated from observed gravity values.
 KX0071
 KX0071;                    North         East    Units  Estimated Accuracy
 KX0071;SPC PA S     -   131,100.      544,440.      MT  (+/- 180 meters Scaled)
 KX0071
 KX0071                          SUPERSEDED SURVEY CONTROL
 KX0071
 KX0071  NGVD 29 (??/??/92)  363.40   (m)         1192.3    (f) COMPUTED    2 0
 KX0071
 KX0071.Superseded values are not recommended for survey control.
 KX0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0071.See file dsdata.txt to determine how the superseded data were derived.
 KX0071
 KX0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE198878(NAD 83)
 KX0071_MARKER: Z = SEE DESCRIPTION
 KX0071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0071_SP_SET: ABUTMENT
 KX0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0071
 KX0071  HISTORY     - Date     Condition        Report By
 KX0071  HISTORY     - UNK      MONUMENTED       PRR
 KX0071  HISTORY     - 1966     MARK NOT FOUND   NGS
 KX0071
 KX0071                          STATION DESCRIPTION
 KX0071
 KX0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0071'AT ALTOONA.
 KX0071'AT ALTOONA, BLAIR COUNTY, AT THE SEVENTEENTH STREET BRIDGE, AND
 KX0071'ON THE NORTH ABUTMENT.  THE TOP OF THE SHELF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0535 ***********************************************************************
 KX0535  DESIGNATION -  1275 PITTS
 KX0535  PID         -  KX0535
 KX0535  STATE/COUNTY-  PA/SOMERSET
 KX0535  USGS QUAD   -  JOHNSTOWN (1981)
 KX0535
 KX0535                         *CURRENT SURVEY CONTROL
 KX0535  ___________________________________________________________________
 KX0535* NAD 83(1986)-  40 15 40.     (N)    078 53 36.     (W)     SCALED    
 KX0535* NAVD 88     -       388.645  (meters)    1275.08   (feet)  ADJUSTED  
 KX0535  ___________________________________________________________________
 KX0535  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KX0535  DYNAMIC HT  -         388.428 (meters)    1274.37  (feet)  COMP
 KX0535  MODELED GRAV-     980,056.1   (mgal)                       NAVD 88
 KX0535
 KX0535  VERT ORDER  -  SECOND    CLASS 0
 KX0535
 KX0535.The horizontal coordinates were scaled from a topographic map and have
 KX0535.an estimated accuracy of +/- 6 seconds.
 KX0535
 KX0535.The orthometric height was determined by differential leveling
 KX0535.and adjusted by the National Geodetic Survey in June 1991..
 KX0535
 KX0535.The geoid height was determined by GEOID03.
 KX0535
 KX0535.The dynamic height is computed by dividing the NAVD 88
 KX0535.geopotential number by the normal gravity value computed on the
 KX0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0535.degrees latitude (g = 980.6199 gals.).
 KX0535
 KX0535.The modeled gravity was interpolated from observed gravity values.
 KX0535
 KX0535;                    North         East    Units  Estimated Accuracy
 KX0535;SPC PA S     -   103,650.      502,750.      MT  (+/- 180 meters Scaled)
 KX0535
 KX0535                          SUPERSEDED SURVEY CONTROL
 KX0535
 KX0535  NGVD 29 (??/??/92)  388.81   (m)         1275.6    (f) COMPUTED    2 0
 KX0535
 KX0535.Superseded values are not recommended for survey control.
 KX0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0535.See file dsdata.txt to determine how the superseded data were derived.
 KX0535
 KX0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE791588(NAD 83)
 KX0535_MARKER: DD = SURVEY DISK
 KX0535_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0535_SP_SET: BRIDGE
 KX0535_STAMPING: 1275 PITTS
 KX0535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0535
 KX0535  HISTORY     - Date     Condition        Report By
 KX0535  HISTORY     - UNK      MONUMENTED       USGS
 KX0535  HISTORY     - 1935     GOOD             NGS
 KX0535
 KX0535                          STATION DESCRIPTION
 KX0535
 KX0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0535'6.6 MI S FROM JOHNSTOWN.
 KX0535'ALONG BALTIMORE AND OHIO RAILROAD, 700 FEET NORTH OF INGLESIDE,
 KX0535'NORTHEAST CORNER OF SMALL RAILROAD BRIDGE 255, BRONZE DISK MARKED
 KX0535'1275 PITTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0536 ***********************************************************************
 KX0536  DESIGNATION -  1275 RESET 1944
 KX0536  PID         -  KX0536
 KX0536  STATE/COUNTY-  PA/CAMBRIA
 KX0536  USGS QUAD   -  JOHNSTOWN (1981)
 KX0536
 KX0536                         *CURRENT SURVEY CONTROL
 KX0536  ___________________________________________________________________
 KX0536* NAD 83(1986)-  40 15 40.     (N)    078 53 36.     (W)     SCALED    
 KX0536* NAVD 88     -       389.25   (+/-2cm)    1277.1    (feet)  VERTCON   
 KX0536  ___________________________________________________________________
 KX0536  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KX0536
 KX0536  VERT ORDER  -  THIRD (See Below)
 KX0536
 KX0536.The horizontal coordinates were scaled from a topographic map and have
 KX0536.an estimated accuracy of +/- 6 seconds.
 KX0536
 KX0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0536.The vertical order pertains to the NGVD 29 superseded value.
 KX0536
 KX0536.The geoid height was determined by GEOID03.
 KX0536
 KX0536;                    North         East    Units  Estimated Accuracy
 KX0536;SPC PA S     -   103,650.      502,750.      MT  (+/- 180 meters Scaled)
 KX0536
 KX0536                          SUPERSEDED SURVEY CONTROL
 KX0536
 KX0536  NGVD 29 (??/??/??)  389.41   (m)         1277.6    (f) RESET       3  
 KX0536
 KX0536.Superseded values are not recommended for survey control.
 KX0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0536.See file dsdata.txt to determine how the superseded data were derived.
 KX0536
 KX0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE791588(NAD 83)
 KX0536_MARKER: DD = SURVEY DISK
 KX0536_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0536_SP_SET: ABUTMENT
 KX0536_STAMPING: 1275 RESET 1944
 KX0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0536
 KX0536  HISTORY     - Date     Condition        Report By
 KX0536  HISTORY     - 1944     MONUMENTED       BORR
 KX0536
 KX0536                          STATION DESCRIPTION
 KX0536
 KX0536'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1944
 KX0536'AT JOHNSTOWN.
 KX0536'6.6 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KX0536'PENNSYLVANIA RAILROAD STATION AT JOHNSTOWN, CAMBRIA COUNTY, 0.2
 KX0536'MILE NORTH OF THE STATION AT WALSALL, AT THE NORTH ABUTMENT OF
 KX0536'BRIDGE 255, AND IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 KX0536'BACK WALL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 KX0536'STAMPED 1275 RESET 1944.  NOTE-- THIS BENCH MARK WAS ESTABLISHED
 KX0536'AND ITS ELEVATION DETERMINED BY ENGINEERS OF THE BALTIMORE AND
 KX0536'OHIO RAILROAD IN THE SUMMER OF 1944.  IT WAS REPORTED IN
 KX0536'DECEMBER 1943 THAT THE STONE BEARING THE ORIGINAL BENCH MARK
 KX0536'APPEARED TO HAVE BEEN DISTURBED, SO THAT THE ELEVATION GIVEN
 KX0536'ABOVE MAY BE QUESTIONABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0577 ***********************************************************************
 JW0577  DESIGNATION -  1286
 JW0577  PID         -  JW0577
 JW0577  STATE/COUNTY-  PA/FAYETTE
 JW0577  USGS QUAD   -  OHIOPYLE (1977)
 JW0577
 JW0577                         *CURRENT SURVEY CONTROL
 JW0577  ___________________________________________________________________
 JW0577* NAD 83(1986)-  39 51 21.     (N)    079 25 20.     (W)     SCALED    
 JW0577* NAVD 88     -       391.809  (meters)    1285.46   (feet)  ADJUSTED  
 JW0577  ___________________________________________________________________
 JW0577  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 JW0577  DYNAMIC HT  -         391.565 (meters)    1284.66  (feet)  COMP
 JW0577  MODELED GRAV-     979,992.9   (mgal)                       NAVD 88
 JW0577
 JW0577  VERT ORDER  -  SECOND    CLASS 0
 JW0577
 JW0577.The horizontal coordinates were scaled from a topographic map and have
 JW0577.an estimated accuracy of +/- 6 seconds.
 JW0577
 JW0577.The orthometric height was determined by differential leveling
 JW0577.and adjusted by the National Geodetic Survey in June 1991..
 JW0577
 JW0577.The geoid height was determined by GEOID03.
 JW0577
 JW0577.The dynamic height is computed by dividing the NAVD 88
 JW0577.geopotential number by the normal gravity value computed on the
 JW0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0577.degrees latitude (g = 980.6199 gals.).
 JW0577
 JW0577.The modeled gravity was interpolated from observed gravity values.
 JW0577
 JW0577;                    North         East    Units  Estimated Accuracy
 JW0577;SPC PA S     -    59,370.      456,910.      MT  (+/- 180 meters Scaled)
 JW0577
 JW0577                          SUPERSEDED SURVEY CONTROL
 JW0577
 JW0577  NGVD 29 (??/??/92)  391.949  (m)         1285.92   (f) ADJ UNCH    2 0
 JW0577
 JW0577.Superseded values are not recommended for survey control.
 JW0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0577.See file dsdata.txt to determine how the superseded data were derived.
 JW0577
 JW0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE349129(NAD 83)
 JW0577_MARKER: B = BOLT
 JW0577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0577_SP_SET: CULVERT
 JW0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0577
 JW0577  HISTORY     - Date     Condition        Report By
 JW0577  HISTORY     - UNK      MONUMENTED       USGS
 JW0577  HISTORY     - 1954     GOOD             NGS
 JW0577
 JW0577                          STATION DESCRIPTION
 JW0577
 JW0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JW0577'5.2 MI SE FROM OHIOPYLE.
 JW0577'ABOUT 5.15 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JW0577'FROM THE STATION AT OHIOPYLE, NEAR TELEPHONE POLE NO. 248/05,
 JW0577'AT BIDWELL, IN THE TOP OF THE EAST END OF SOUTH HEAD WALL OF A
 JW0577'12-FOOT ARCHED STONE CULVERT UNDER TRACK, 10.2 FEET SOUTH OF
 JW0577'SOUTH RAIL AND ABOUT 3 1/2 FEET BELOW LEVEL OF TRACK.
 JW0577'NOTE-- SOUTH END OF CULVERT IS STONE AND NORTH END IS CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1057 ***********************************************************************
 LY1057  DESIGNATION -  1293
 LY1057  PID         -  LY1057
 LY1057  STATE/COUNTY-  PA/WAYNE
 LY1057  USGS QUAD   -  HONESDALE (1980)
 LY1057
 LY1057                         *CURRENT SURVEY CONTROL
 LY1057  ___________________________________________________________________
 LY1057* NAD 83(1986)-  41 35 28.     (N)    075 22 07.     (W)     SCALED    
 LY1057* NAVD 88     -       393.877  (meters)    1292.24   (feet)  ADJUSTED  
 LY1057  ___________________________________________________________________
 LY1057  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 LY1057  DYNAMIC HT  -         393.723 (meters)    1291.74  (feet)  COMP
 LY1057  MODELED GRAV-     980,218.5   (mgal)                       NAVD 88
 LY1057
 LY1057  VERT ORDER  -  SECOND    CLASS 0
 LY1057
 LY1057.The horizontal coordinates were scaled from a topographic map and have
 LY1057.an estimated accuracy of +/- 6 seconds.
 LY1057
 LY1057.The orthometric height was determined by differential leveling
 LY1057.and adjusted by the National Geodetic Survey in June 1991..
 LY1057
 LY1057.The geoid height was determined by GEOID03.
 LY1057
 LY1057.The dynamic height is computed by dividing the NAVD 88
 LY1057.geopotential number by the normal gravity value computed on the
 LY1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1057.degrees latitude (g = 980.6199 gals.).
 LY1057
 LY1057.The modeled gravity was interpolated from observed gravity values.
 LY1057
 LY1057;                    North         East    Units  Estimated Accuracy
 LY1057;SPC PA N     -   160,920.      798,530.      MT  (+/- 180 meters Scaled)
 LY1057
 LY1057                          SUPERSEDED SURVEY CONTROL
 LY1057
 LY1057  NGVD 29 (??/??/92)  394.070  (m)         1292.88   (f) ADJ UNCH    2 0
 LY1057
 LY1057.Superseded values are not recommended for survey control.
 LY1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1057.See file dsdata.txt to determine how the superseded data were derived.
 LY1057
 LY1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM692044(NAD 83)
 LY1057_MARKER: Q = CHISELED SQUARE
 LY1057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1057_SP_SET: CULVERT
 LY1057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1057
 LY1057  HISTORY     - Date     Condition        Report By
 LY1057  HISTORY     - UNK      MONUMENTED       USGS
 LY1057  HISTORY     - 1934     GOOD             NGS
 LY1057
 LY1057                          STATION DESCRIPTION
 LY1057
 LY1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY1057'1.1 MI E FROM WAYMART.
 LY1057'1.1 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE EAST BORDER OF
 LY1057'WAYMART, WAYNE COUNTY, 40 FEET WEST OF HIGHWAY STATION 2/79-35,
 LY1057'ABOUT 25 FEET NORTHWEST OF THE INTERSECTION WITH A MACADAM ROAD,
 LY1057'ON THE NORTHEAST HEAD WALL OF A CONCRETE CULVERT, 18 FEET
 LY1057'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH
 LY1057'THE HIGHWAY.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1559 ***********************************************************************
 MA1559  DESIGNATION -  1296.30
 MA1559  PID         -  MA1559
 MA1559  STATE/COUNTY-  PA/CRAWFORD
 MA1559  USGS QUAD   -  CENTERVILLE (1977)
 MA1559
 MA1559                         *CURRENT SURVEY CONTROL
 MA1559  ___________________________________________________________________
 MA1559* NAD 83(1986)-  41 44 20.     (N)    079 45 18.     (W)     SCALED    
 MA1559* NAVD 88     -       394.802  (meters)    1295.28   (feet)  ADJUSTED  
 MA1559  ___________________________________________________________________
 MA1559  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MA1559  DYNAMIC HT  -         394.635 (meters)    1294.73  (feet)  COMP
 MA1559  MODELED GRAV-     980,188.5   (mgal)                       NAVD 88
 MA1559
 MA1559  VERT ORDER  -  SECOND    CLASS 0
 MA1559
 MA1559.The horizontal coordinates were scaled from a topographic map and have
 MA1559.an estimated accuracy of +/- 6 seconds.
 MA1559
 MA1559.The orthometric height was determined by differential leveling
 MA1559.and adjusted by the National Geodetic Survey in June 1991..
 MA1559
 MA1559.The geoid height was determined by GEOID03.
 MA1559
 MA1559.The dynamic height is computed by dividing the NAVD 88
 MA1559.geopotential number by the normal gravity value computed on the
 MA1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1559.degrees latitude (g = 980.6199 gals.).
 MA1559
 MA1559.The modeled gravity was interpolated from observed gravity values.
 MA1559
 MA1559;                    North         East    Units  Estimated Accuracy
 MA1559;SPC PA N     -   176,530.      433,230.      MT  (+/- 180 meters Scaled)
 MA1559
 MA1559                          SUPERSEDED SURVEY CONTROL
 MA1559
 MA1559  NGVD 29 (??/??/92)  394.959  (m)         1295.79   (f) ADJ UNCH    2 0
 MA1559
 MA1559.Superseded values are not recommended for survey control.
 MA1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1559.See file dsdata.txt to determine how the superseded data were derived.
 MA1559
 MA1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG035215(NAD 83)
 MA1559_MARKER: Q = CHISELED SQUARE
 MA1559_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1559_SP_SET: STEP
 MA1559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1559
 MA1559  HISTORY     - Date     Condition        Report By
 MA1559  HISTORY     - UNK      MONUMENTED       USGS
 MA1559  HISTORY     - 1935     GOOD             NGS
 MA1559  HISTORY     - 20001120 MARK NOT FOUND   PADT
 MA1559
 MA1559                          STATION DESCRIPTION
 MA1559
 MA1559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1559'AT CENTERVILLE.
 MA1559'AT CENTERVILLE, CRAWFORD COUNTY, AT THE PENNSYLVANIA RAILROAD
 MA1559'STATION, AT THE ENTRANCE TO THE WAITING-ROOM, ON THE TOP OF THE
 MA1559'STEP AT THE SOUTHEAST CORNER, 3 FEET NORTH OF THE CENTER OF THE
 MA1559'ENTRANCE, 18 FEET WEST OF THE WEST RAIL, ABOUT LEVEL WITH THE
 MA1559'TRACK, AND ABOUT 6 INCHES ABOVE GROUND.  A CHISELED SQUARE.
 MA1559
 MA1559                          STATION RECOVERY (2000)
 MA1559
 MA1559'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (JAW)
 MA1559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0916 ***********************************************************************
 KX0916  DESIGNATION -  1299 RESET
 KX0916  PID         -  KX0916
 KX0916  STATE/COUNTY-  PA/INDIANA
 KX0916  USGS QUAD   -  INDIANA (1981)
 KX0916
 KX0916                         *CURRENT SURVEY CONTROL
 KX0916  ___________________________________________________________________
 KX0916* NAD 83(1986)-  40 37 02.     (N)    079 09 31.     (W)     SCALED    
 KX0916* NAVD 88     -       400.643  (meters)    1314.44   (feet)  ADJUSTED  
 KX0916  ___________________________________________________________________
 KX0916  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KX0916  DYNAMIC HT  -         400.435 (meters)    1313.76  (feet)  COMP
 KX0916  MODELED GRAV-     980,093.8   (mgal)                       NAVD 88
 KX0916
 KX0916  VERT ORDER  -  SECOND    CLASS 0
 KX0916
 KX0916.The horizontal coordinates were scaled from a topographic map and have
 KX0916.an estimated accuracy of +/- 6 seconds.
 KX0916
 KX0916.The orthometric height was determined by differential leveling
 KX0916.and adjusted by the National Geodetic Survey in June 1991..
 KX0916
 KX0916.The geoid height was determined by GEOID03.
 KX0916
 KX0916.The dynamic height is computed by dividing the NAVD 88
 KX0916.geopotential number by the normal gravity value computed on the
 KX0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0916.degrees latitude (g = 980.6199 gals.).
 KX0916
 KX0916.The modeled gravity was interpolated from observed gravity values.
 KX0916
 KX0916;                    North         East    Units  Estimated Accuracy
 KX0916;SPC PA S     -   143,510.      480,810.      MT  (+/- 180 meters Scaled)
 KX0916
 KX0916                          SUPERSEDED SURVEY CONTROL
 KX0916
 KX0916  NGVD 29 (??/??/92)  400.825  (m)         1315.04   (f) ADJ UNCH    2 0
 KX0916
 KX0916.Superseded values are not recommended for survey control.
 KX0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0916.See file dsdata.txt to determine how the superseded data were derived.
 KX0916
 KX0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE557978(NAD 83)
 KX0916_MARKER: DD = SURVEY DISK
 KX0916_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0916_SP_SET: BUILDING
 KX0916_STAMPING: 1299 RESET 1958 1315
 KX0916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0916
 KX0916  HISTORY     - Date     Condition        Report By
 KX0916  HISTORY     - 1958     MONUMENTED       USGS
 KX0916  HISTORY     - 1967     GOOD             NGS
 KX0916  HISTORY     - 20000501 GOOD             PADT
 KX0916  HISTORY     - 20020603 MARK NOT FOUND   PADT
 KX0916
 KX0916                          STATION DESCRIPTION
 KX0916
 KX0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0916'AT INDIANA.
 KX0916'AT INDIANA, AT THE COLLEGE CAMPUS, SET FLUSH IN THE APPROXIMATE
 KX0916'CENTER OF GRANIT BASE OF SOUTH PILLAR OF FISHER AUDITORIUM,
 KX0916'28 FEET SOUTHEAST OF THE CENTER OF DOOR LEADING INTO THE BUILDING,
 KX0916'23 FEET NORTHEAST OF THE SOUTHEAST CORNER OF BUILDING, 3.0 FEET
 KX0916'EAST OF THE EAST EDGE OF PILLAR, 1.0 FOOT ABOVE THE GROUND.
 KX0916
 KX0916                          STATION RECOVERY (2000)
 KX0916
 KX0916'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (AMG)
 KX0916'RECOVERED IN GOOD CONDITION.
 KX0916
 KX0916                          STATION RECOVERY (2002)
 KX0916
 KX0916'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (BJA)
 KX0916'STATION RESET APPROXIMATELY 20 FEET FROM ORIGINAL LOCATION.  NEW PA
 KX0916'DEPARTMENT OF TRANSPORTATION ELEVATION IS 400.414 METERS, 1313.693 US
 KX0916'SURVEY FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0636 ***********************************************************************
 MA0636  DESIGNATION -  129.98
 MA0636  PID         -  MA0636
 MA0636  STATE/COUNTY-  PA/MCKEAN
 MA0636  USGS QUAD   -  LEWIS RUN (1983)
 MA0636
 MA0636                         *CURRENT SURVEY CONTROL
 MA0636  ___________________________________________________________________
 MA0636* NAD 83(1986)-  41 51 37.     (N)    078 38 28.     (W)     SCALED    
 MA0636* NAVD 88     -       516.907  (meters)    1695.89   (feet)  ADJUSTED  
 MA0636  ___________________________________________________________________
 MA0636  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 MA0636  DYNAMIC HT  -         516.689 (meters)    1695.17  (feet)  COMP
 MA0636  MODELED GRAV-     980,185.4   (mgal)                       NAVD 88
 MA0636
 MA0636  VERT ORDER  -  FIRST     CLASS I
 MA0636
 MA0636.The horizontal coordinates were scaled from a topographic map and have
 MA0636.an estimated accuracy of +/- 6 seconds.
 MA0636
 MA0636.The orthometric height was determined by differential leveling
 MA0636.and adjusted by the National Geodetic Survey in June 1991..
 MA0636
 MA0636.The geoid height was determined by GEOID03.
 MA0636
 MA0636.The dynamic height is computed by dividing the NAVD 88
 MA0636.geopotential number by the normal gravity value computed on the
 MA0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0636.degrees latitude (g = 980.6199 gals.).
 MA0636
 MA0636.The modeled gravity was interpolated from observed gravity values.
 MA0636
 MA0636;                    North         East    Units  Estimated Accuracy
 MA0636;SPC PA N     -   188,470.      526,010.      MT  (+/- 180 meters Scaled)
 MA0636
 MA0636                          SUPERSEDED SURVEY CONTROL
 MA0636
 MA0636  NGVD 29 (??/??/92)  517.040  (m)         1696.32   (f) ADJ UNCH    1 1
 MA0636
 MA0636.Superseded values are not recommended for survey control.
 MA0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0636.See file dsdata.txt to determine how the superseded data were derived.
 MA0636
 MA0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG957369(NAD 83)
 MA0636_MARKER: DD = SURVEY DISK
 MA0636_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0636_SP_SET: CULVERT
 MA0636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0636
 MA0636  HISTORY     - Date     Condition        Report By
 MA0636  HISTORY     - UNK      MONUMENTED       BORR
 MA0636  HISTORY     - 1967     GOOD             NGS
 MA0636  HISTORY     - 20010331 GOOD             NGS
 MA0636  HISTORY     - 20050416 GOOD             USPSQD
 MA0636
 MA0636                          STATION DESCRIPTION
 MA0636
 MA0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0636'7 MI S FROM BRADFORD.
 MA0636'ABOUT 7.0 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MA0636'THE STATION AT BRADFORD, AT A SMALL WOODEN SPILLWAY, 1 1/2
 MA0636'POLES SOUTHEAST OF MILEPOST 129/40, 17 1/2 FEET NORTHEAST OF THE
 MA0636'NORTHEAST RAIL OF THE NORTHEAST SET OF TRACKS, SET IN THE CENTER
 MA0636'OF THE TOP OF THE NORTHEAST CONCRETE HEAD WALL OF A 3- BY 3-FOOT
 MA0636'CONCRETE BOX CULVERT, 5 RAILS NORTHWEST OF A LARGE BOULDER
 MA0636'WHICH IS ON THE NORTHEAST SIDE OF THE TRACKS, AND ABOUT 4 FEET
 MA0636'BELOW THE LEVEL OF THE TRACKS.
 MA0636
 MA0636                          STATION RECOVERY (2001)
 MA0636
 MA0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MA0636'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MA0636
 MA0636                          STATION RECOVERY (2005)
 MA0636
 MA0636'RECOVERY NOTE BY US POWER SQUADRON 2005 (SFG)
 MA0636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0998 ***********************************************************************
 MA0998  DESIGNATION -  13
 MA0998  PID         -  MA0998
 MA0998  STATE/COUNTY-  PA/CLARION
 MA0998  USGS QUAD   -  SLIGO (1981)
 MA0998
 MA0998                         *CURRENT SURVEY CONTROL
 MA0998  ___________________________________________________________________
 MA0998* NAD 83(1986)-  41 00 33.     (N)    079 24 39.     (W)     SCALED    
 MA0998* NAVD 88     -       303.290  (meters)     995.04   (feet)  ADJUSTED  
 MA0998  ___________________________________________________________________
 MA0998  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 MA0998  DYNAMIC HT  -         303.143 (meters)     994.56  (feet)  COMP
 MA0998  MODELED GRAV-     980,130.9   (mgal)                       NAVD 88
 MA0998
 MA0998  VERT ORDER  -  SECOND    CLASS 0
 MA0998
 MA0998.The horizontal coordinates were scaled from a topographic map and have
 MA0998.an estimated accuracy of +/- 6 seconds.
 MA0998
 MA0998.The orthometric height was determined by differential leveling
 MA0998.and adjusted by the National Geodetic Survey in June 1991..
 MA0998
 MA0998.The geoid height was determined by GEOID03.
 MA0998
 MA0998.The dynamic height is computed by dividing the NAVD 88
 MA0998.geopotential number by the normal gravity value computed on the
 MA0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0998.degrees latitude (g = 980.6199 gals.).
 MA0998
 MA0998.The modeled gravity was interpolated from observed gravity values.
 MA0998
 MA0998;                    North         East    Units  Estimated Accuracy
 MA0998;SPC PA N     -    94,900.      460,300.      MT  (+/- 180 meters Scaled)
 MA0998
 MA0998                          SUPERSEDED SURVEY CONTROL
 MA0998
 MA0998  NGVD 29 (??/??/92)  303.457  (m)          995.59   (f) ADJ UNCH    2 0
 MA0998
 MA0998.Superseded values are not recommended for survey control.
 MA0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0998.See file dsdata.txt to determine how the superseded data were derived.
 MA0998
 MA0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF336409(NAD 83)
 MA0998_MARKER: DD = SURVEY DISK
 MA0998_SETTING: 66 = SET IN ROCK OUTCROP
 MA0998_SP_SET: ROCK LEDGE
 MA0998_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA0998+STABILITY: POSITION/ELEVATION WELL
 MA0998
 MA0998  HISTORY     - Date     Condition        Report By
 MA0998  HISTORY     - UNK      MONUMENTED       PRR
 MA0998  HISTORY     - 1935     GOOD             NGS
 MA0998
 MA0998                          STATION DESCRIPTION
 MA0998
 MA0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA0998'0.5 MI W FROM LEATHERWOOD.
 MA0998'ABOUT 0.5 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA0998'STATION AT LEATHERWOOD, CLARION COUNTY, AT MILEPOST 12, 10 FEET
 MA0998'NORTHEAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT
 MA0998'HIGHER THEN THE TOP OF THE RAIL.  THE TOP OF A ROCK SHELF, MARKED
 MA0998'B.M. 13.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1269 ***********************************************************************
 LZ1269  DESIGNATION -  13
 LZ1269  PID         -  LZ1269
 LZ1269  STATE/COUNTY-  PA/CLINTON
 LZ1269  USGS QUAD   -  KEATING (1983)
 LZ1269
 LZ1269                         *CURRENT SURVEY CONTROL
 LZ1269  ___________________________________________________________________
 LZ1269* NAD 83(1986)-  41 15 41.     (N)    077 54 18.     (W)     SCALED    
 LZ1269* NAVD 88     -       218.948  (meters)     718.33   (feet)  ADJUSTED  
 LZ1269  ___________________________________________________________________
 LZ1269  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 LZ1269  DYNAMIC HT  -         218.850 (meters)     718.01  (feet)  COMP
 LZ1269  MODELED GRAV-     980,169.9   (mgal)                       NAVD 88
 LZ1269
 LZ1269  VERT ORDER  -  SECOND    CLASS 0
 LZ1269
 LZ1269.The horizontal coordinates were scaled from a topographic map and have
 LZ1269.an estimated accuracy of +/- 6 seconds.
 LZ1269
 LZ1269.The orthometric height was determined by differential leveling
 LZ1269.and adjusted by the National Geodetic Survey in June 1991..
 LZ1269
 LZ1269.The geoid height was determined by GEOID03.
 LZ1269
 LZ1269.The dynamic height is computed by dividing the NAVD 88
 LZ1269.geopotential number by the normal gravity value computed on the
 LZ1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1269.degrees latitude (g = 980.6199 gals.).
 LZ1269
 LZ1269.The modeled gravity was interpolated from observed gravity values.
 LZ1269
 LZ1269;                    North         East    Units  Estimated Accuracy
 LZ1269;SPC PA N     -   121,580.      587,010.      MT  (+/- 180 meters Scaled)
 LZ1269
 LZ1269                          SUPERSEDED SURVEY CONTROL
 LZ1269
 LZ1269  NGVD 29 (??/??/92)  219.128  (m)          718.92   (f) ADJ UNCH    2 0
 LZ1269
 LZ1269.Superseded values are not recommended for survey control.
 LZ1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1269.See file dsdata.txt to determine how the superseded data were derived.
 LZ1269
 LZ1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL566718(NAD 83)
 LZ1269_MARKER: Z = SEE DESCRIPTION
 LZ1269_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1269_SP_SET: BRIDGE
 LZ1269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1269
 LZ1269  HISTORY     - Date     Condition        Report By
 LZ1269  HISTORY     - UNK      MONUMENTED       PRR
 LZ1269  HISTORY     - 1934     GOOD             NGS
 LZ1269
 LZ1269                          STATION DESCRIPTION
 LZ1269
 LZ1269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1269'12 MI E FROM SINNAMAHONING.
 LZ1269'IN CLINTON COUNTY, ABOUT 12 MILES EAST ALONG THE PENNSYLVANIA
 LZ1269'RAILROAD FROM SINNAMAHONING, CAMERON COUNTY, AT KEATING, CLINTON
 LZ1269'COUNTY, AT MILEPOST 105-183, AT BRIDGE 183.00 OVER SINNAMAHONING
 LZ1269'CREEK, IN THE TOP OF THE NORTH END OF THE EAST STONE BACK WALL,
 LZ1269'15 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 2 FEET
 LZ1269'LOWER THAN THE TOP OF THE RAIL.  A COPPER PLUG, MARKED BY THE
 LZ1269'CHISELED LETTERS BM 13.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0040 ***********************************************************************
 KY0040  DESIGNATION -  13 A
 KY0040  PID         -  KY0040
 KY0040  STATE/COUNTY-  PA/BEAVER
 KY0040  USGS QUAD   -  BEAVER (1979)
 KY0040
 KY0040                         *CURRENT SURVEY CONTROL
 KY0040  ___________________________________________________________________
 KY0040* NAD 83(1986)-  40 41 40.     (N)    080 17 36.     (W)     SCALED    
 KY0040* NAVD 88     -       228.409  (meters)     749.37   (feet)  ADJUSTED  
 KY0040  ___________________________________________________________________
 KY0040  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 KY0040  DYNAMIC HT  -         228.293 (meters)     748.99  (feet)  COMP
 KY0040  MODELED GRAV-     980,112.4   (mgal)                       NAVD 88
 KY0040
 KY0040  VERT ORDER  -  FIRST     CLASS I
 KY0040
 KY0040.The horizontal coordinates were scaled from a topographic map and have
 KY0040.an estimated accuracy of +/- 6 seconds.
 KY0040
 KY0040.The orthometric height was determined by differential leveling
 KY0040.and adjusted by the National Geodetic Survey in June 1991..
 KY0040
 KY0040.The geoid height was determined by GEOID03.
 KY0040
 KY0040.The dynamic height is computed by dividing the NAVD 88
 KY0040.geopotential number by the normal gravity value computed on the
 KY0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0040.degrees latitude (g = 980.6199 gals.).
 KY0040
 KY0040.The modeled gravity was interpolated from observed gravity values.
 KY0040
 KY0040;                    North         East    Units  Estimated Accuracy
 KY0040;SPC PA S     -   154,230.      385,070.      MT  (+/- 180 meters Scaled)
 KY0040
 KY0040                          SUPERSEDED SURVEY CONTROL
 KY0040
 KY0040  NGVD 29 (??/??/92)  228.529  (m)          749.77   (f) ADJ UNCH    1 1
 KY0040
 KY0040.Superseded values are not recommended for survey control.
 KY0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0040.See file dsdata.txt to determine how the superseded data were derived.
 KY0040
 KY0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF597050(NAD 83)
 KY0040_MARKER: Z = SEE DESCRIPTION
 KY0040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0040_SP_SET: STEP
 KY0040_STAMPING: 13A
 KY0040_MARK LOGO: USE   
 KY0040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY0040+STABILITY: POSITION/ELEVATION WELL
 KY0040
 KY0040  HISTORY     - Date     Condition        Report By
 KY0040  HISTORY     - UNK      MONUMENTED       DOD
 KY0040  HISTORY     - 1966     GOOD             NGS
 KY0040  HISTORY     - 1983     GOOD             NGS
 KY0040
 KY0040                          STATION DESCRIPTION
 KY0040
 KY0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY0040'AT BEAVER.
 KY0040'ABOUT 0.3 MILE SOUTH ALONG THE PITTSBURGH AND LAKE ERIE RAILROAD
 KY0040'FROM THE STATION AT BEAVER, SET ON THE TOP OF THE EAST END OF
 KY0040'THE BOTTOM STEP OF THE NORTH STONE ABUTMENT OF THE RAILROAD
 KY0040'BRIDGE OVER THE OHIO RIVER, 16 1/2 FEET EAST OF THE EAST RAIL
 KY0040'OF THE EAST ONE OF 2 TRACKS, 1.2 FEET WEST OF THE EAST END OF
 KY0040'THE STEP AND 6 FEET BELOW LEVEL OF TRACKS.
 KY0040
 KY0040                          STATION RECOVERY (1983)
 KY0040
 KY0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1650 ***********************************************************************
 KW1650  DESIGNATION -  13 A PRR
 KW1650  PID         -  KW1650
 KW1650  STATE/COUNTY-  PA/SNYDER
 KW1650  USGS QUAD   -  MIDDLEBURG (1973)
 KW1650
 KW1650                         *CURRENT SURVEY CONTROL
 KW1650  ___________________________________________________________________
 KW1650* NAD 83(1986)-  40 47 17.     (N)    077 02 31.     (W)     SCALED    
 KW1650* NAVD 88     -       156.898  (meters)     514.76   (feet)  ADJUSTED  
 KW1650  ___________________________________________________________________
 KW1650  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KW1650  DYNAMIC HT  -         156.825 (meters)     514.52  (feet)  COMP
 KW1650  MODELED GRAV-     980,161.5   (mgal)                       NAVD 88
 KW1650
 KW1650  VERT ORDER  -  SECOND    CLASS 0
 KW1650
 KW1650.The horizontal coordinates were scaled from a topographic map and have
 KW1650.an estimated accuracy of +/- 6 seconds.
 KW1650
 KW1650.The orthometric height was determined by differential leveling
 KW1650.and adjusted by the National Geodetic Survey in June 1991..
 KW1650
 KW1650.The geoid height was determined by GEOID03.
 KW1650
 KW1650.The dynamic height is computed by dividing the NAVD 88
 KW1650.geopotential number by the normal gravity value computed on the
 KW1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1650.degrees latitude (g = 980.6199 gals.).
 KW1650
 KW1650.The modeled gravity was interpolated from observed gravity values.
 KW1650
 KW1650;                    North         East    Units  Estimated Accuracy
 KW1650;SPC PA S     -   161,770.      659,760.      MT  (+/- 180 meters Scaled)
 KW1650
 KW1650                          SUPERSEDED SURVEY CONTROL
 KW1650
 KW1650  NGVD 29 (??/??/??)  157.132  (m)          515.52   (f) ADJUSTED    2 0
 KW1650
 KW1650.Superseded values are not recommended for survey control.
 KW1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1650.See file dsdata.txt to determine how the superseded data were derived.
 KW1650
 KW1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL277172(NAD 83)
 KW1650_MARKER: Q = CHISELED SQUARE
 KW1650_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1650_SP_SET: DOORSTEP
 KW1650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1650
 KW1650  HISTORY     - Date     Condition        Report By
 KW1650  HISTORY     - UNK      MONUMENTED       PRR
 KW1650  HISTORY     - 1934     GOOD             CGS
 KW1650  HISTORY     - 1966     GOOD             USGS
 KW1650
 KW1650                          STATION DESCRIPTION
 KW1650
 KW1650'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1650'AT MIDDLEBURG.
 KW1650'AT MIDDLEBURG, ALONG THE PENNSYLVANIA RAILROAD, 174 FEET WEST
 KW1650'OF THE TRACK, 60 FEET NORTH OF U.S. HIGHWAY 522, AND ON THE
 KW1650'DOORSTEP OF THE EAGLE HOTEL.  SURROUNDED BY THE CHISELED LETTERS
 KW1650'BM 13-A.
 KW1650
 KW1650                          STATION RECOVERY (1966)
 KW1650
 KW1650'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KW1650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1907 ***********************************************************************
 KX1907  DESIGNATION -  13 DV
 KX1907  PID         -  KX1907
 KX1907  STATE/COUNTY-  PA/BUTLER
 KX1907  USGS QUAD   -  BUTLER (1977)
 KX1907
 KX1907                         *CURRENT SURVEY CONTROL
 KX1907  ___________________________________________________________________
 KX1907* NAD 83(1986)-  40 52 07.     (N)    079 55 33.     (W)     SCALED    
 KX1907* NAVD 88     -       380.991  (meters)    1249.97   (feet)  ADJUSTED  
 KX1907  ___________________________________________________________________
 KX1907  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KX1907  DYNAMIC HT  -         380.799 (meters)    1249.34  (feet)  COMP
 KX1907  MODELED GRAV-     980,109.3   (mgal)                       NAVD 88
 KX1907
 KX1907  VERT ORDER  -  FIRST     CLASS II
 KX1907
 KX1907.The horizontal coordinates were scaled from a topographic map and have
 KX1907.an estimated accuracy of +/- 6 seconds.
 KX1907
 KX1907.The orthometric height was determined by differential leveling
 KX1907.and adjusted by the National Geodetic Survey in June 1991..
 KX1907
 KX1907.The geoid height was determined by GEOID03.
 KX1907
 KX1907.The dynamic height is computed by dividing the NAVD 88
 KX1907.geopotential number by the normal gravity value computed on the
 KX1907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1907.degrees latitude (g = 980.6199 gals.).
 KX1907
 KX1907.The modeled gravity was interpolated from observed gravity values.
 KX1907
 KX1907;                    North         East    Units  Estimated Accuracy
 KX1907;SPC PA S     -   172,730.      416,590.      MT  (+/- 180 meters Scaled)
 KX1907
 KX1907                          SUPERSEDED SURVEY CONTROL
 KX1907
 KX1907  NGVD 29 (06/03/92)  381.135  (m)         1250.44   (f) ADJUSTED    1 2
 KX1907
 KX1907.Superseded values are not recommended for survey control.
 KX1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1907.See file dsdata.txt to determine how the superseded data were derived.
 KX1907
 KX1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF905247(NAD 83)
 KX1907_MARKER: DD = SURVEY DISK
 KX1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1907_SP_SET: CONCRETE POST
 KX1907_STAMPING: 13 DV 1250 1952
 KX1907_MARK LOGO: USGS  
 KX1907_PROJECTION: PROJECTING 15 CENTIMETERS
 KX1907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1907+STABILITY: SURFACE MOTION
 KX1907
 KX1907  HISTORY     - Date     Condition        Report By
 KX1907  HISTORY     - 1952     MONUMENTED       USGS
 KX1907  HISTORY     - 1983     GOOD             NGS
 KX1907
 KX1907                          STATION DESCRIPTION
 KX1907
 KX1907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KX1907'2.7 KM (1.7 MI) WEST FROM BUTLER.
 KX1907'2.7 KM (1.7 MI) WEST ALONG STATE HIGHWAY 68 FROM THE INTERSECTION OF
 KX1907'SOUTH MAIN STREET IN BUTLER TO THE MARK ON THE LEFT, 10.3 METERS
 KX1907'(34.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1.1 METERS (3.5 FT)
 KX1907'EAST OF POWER POLE 631.
 KX1907'THE MARK IS 0.14 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1835 ***********************************************************************
 KX1835  DESIGNATION -  13 EGB
 KX1835  PID         -  KX1835
 KX1835  STATE/COUNTY-  PA/INDIANA
 KX1835  USGS QUAD   -  MARION CENTER (1993)
 KX1835
 KX1835                         *CURRENT SURVEY CONTROL
 KX1835  ___________________________________________________________________
 KX1835* NAD 83(1986)-  40 51 35.     (N)    079 04 54.     (W)     SCALED    
 KX1835* NAVD 88     -       378.909  (meters)    1243.14   (feet)  ADJUSTED  
 KX1835  ___________________________________________________________________
 KX1835  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KX1835  DYNAMIC HT  -         378.718 (meters)    1242.51  (feet)  COMP
 KX1835  MODELED GRAV-     980,109.6   (mgal)                       NAVD 88
 KX1835
 KX1835  VERT ORDER  -  FIRST     CLASS II
 KX1835
 KX1835.The horizontal coordinates were scaled from a topographic map and have
 KX1835.an estimated accuracy of +/- 6 seconds.
 KX1835
 KX1835.The orthometric height was determined by differential leveling
 KX1835.and adjusted by the National Geodetic Survey in June 1991..
 KX1835
 KX1835.The geoid height was determined by GEOID03.
 KX1835
 KX1835.The dynamic height is computed by dividing the NAVD 88
 KX1835.geopotential number by the normal gravity value computed on the
 KX1835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1835.degrees latitude (g = 980.6199 gals.).
 KX1835
 KX1835.The modeled gravity was interpolated from observed gravity values.
 KX1835
 KX1835;                    North         East    Units  Estimated Accuracy
 KX1835;SPC PA S     -   170,330.      487,730.      MT  (+/- 180 meters Scaled)
 KX1835
 KX1835                          SUPERSEDED SURVEY CONTROL
 KX1835
 KX1835  NGVD 29 (06/03/92)  379.071  (m)         1243.67   (f) ADJUSTED    1 2
 KX1835
 KX1835.Superseded values are not recommended for survey control.
 KX1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1835.See file dsdata.txt to determine how the superseded data were derived.
 KX1835
 KX1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF616249(NAD 83)
 KX1835_MARKER: DD = SURVEY DISK
 KX1835_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KX1835_SP_SET: OVERPASS RETAINING WALL
 KX1835_STAMPING: 1244 13 EGB 1967
 KX1835_MARK LOGO: USGS  
 KX1835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1835+STABILITY: SURFACE MOTION
 KX1835
 KX1835  HISTORY     - Date     Condition        Report By
 KX1835  HISTORY     - 1967     MONUMENTED       USGS
 KX1835  HISTORY     - 1982     GOOD             NGS
 KX1835
 KX1835                          STATION DESCRIPTION
 KX1835
 KX1835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1835'3.8 KM (2.35 MI) SW FROM TRADE CITY.
 KX1835'3.8 KM (2.35 MI) SOUTHWEST ALONG STATE HIGHWAY 210 FROM THE JUNCTION
 KX1835'OF STATE HIGHWAY 954 IN TRADE CITY, TO THE MARK ON THE RIGHT, IN THE
 KX1835'SIDE OF THE NORTHWEST END OF A CONCRETE RETAINING WALL,
 KX1835'SUPPORTING THE
 KX1835'RAILROAD OVERPASS PASSING OVER HIGHWAY 210.  6.6 METERS (21.8 FT)
 KX1835'EAST-SOUTHEAST FROM THE CENTERLINE OF HIGHWAY 210, 2.7 METERS (8.9 FT)
 KX1835'SOUTHWEST FROM THE NORTHWEST END OF THE CONCRETE RETAINING WALL,
 KX1835'22.8 METERS (74.9 FT) SOUTHWEST FROM A TELEPHONE POLE.
 KX1835'THE MARK IS 1.00 M ABOVE HIGHWAY 210.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0514 ***********************************************************************
 JW0514  DESIGNATION -  13 J USGS
 JW0514  PID         -  JW0514
 JW0514  STATE/COUNTY-  PA/BEDFORD
 JW0514  USGS QUAD   -  RAINSBURG (1977)
 JW0514
 JW0514                         *CURRENT SURVEY CONTROL
 JW0514  ___________________________________________________________________
 JW0514* NAD 83(1986)-  39 57 39.     (N)    078 33 23.     (W)     SCALED    
 JW0514* NAVD 88     -       373.179  (meters)    1224.34   (feet)  ADJUSTED  
 JW0514  ___________________________________________________________________
 JW0514  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 JW0514  DYNAMIC HT  -         372.965 (meters)    1223.64  (feet)  COMP
 JW0514  MODELED GRAV-     980,044.1   (mgal)                       NAVD 88
 JW0514
 JW0514  VERT ORDER  -  SECOND    CLASS 0
 JW0514
 JW0514.The horizontal coordinates were scaled from a topographic map and have
 JW0514.an estimated accuracy of +/- 6 seconds.
 JW0514
 JW0514.The orthometric height was determined by differential leveling
 JW0514.and adjusted by the National Geodetic Survey in June 1991..
 JW0514
 JW0514.The geoid height was determined by GEOID03.
 JW0514
 JW0514.The dynamic height is computed by dividing the NAVD 88
 JW0514.geopotential number by the normal gravity value computed on the
 JW0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0514.degrees latitude (g = 980.6199 gals.).
 JW0514
 JW0514.The modeled gravity was interpolated from observed gravity values.
 JW0514
 JW0514;                    North         East    Units  Estimated Accuracy
 JW0514;SPC PA S     -    69,990.      531,100.      MT  (+/- 180 meters Scaled)
 JW0514
 JW0514                          SUPERSEDED SURVEY CONTROL
 JW0514
 JW0514  NGVD 29 (??/??/92)  373.343  (m)         1224.88   (f) ADJ UNCH    2 0
 JW0514
 JW0514.Superseded values are not recommended for survey control.
 JW0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0514.See file dsdata.txt to determine how the superseded data were derived.
 JW0514
 JW0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE087262(NAD 83)
 JW0514_MARKER: DD = SURVEY DISK
 JW0514_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0514_SP_SET: BRIDGE
 JW0514_STAMPING: TT NO 13 J 1926
 JW0514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0514
 JW0514  HISTORY     - Date     Condition        Report By
 JW0514  HISTORY     - 1926     MONUMENTED       USGS
 JW0514  HISTORY     - 1967     GOOD             NGS
 JW0514
 JW0514                          STATION DESCRIPTION
 JW0514
 JW0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JW0514'5.6 MI S FROM BEDFORD.
 JW0514'ABOUT 5.6 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE JUNCTION
 JW0514'OF U.S. HIGHWAY 220 AND 30 (PITT STREET), SET IN THE SOUTHWEST
 JW0514'WINGWALL OF A BRIDGE, 14.0 FEET SOUTH OF THE CENTERLINE OF
 JW0514'HIGHWAY AND 1.0 FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0950 ***********************************************************************
 KW0950  DESIGNATION -  13 PRR
 KW0950  PID         -  KW0950
 KW0950  STATE/COUNTY-  PA/DAUPHIN
 KW0950  USGS QUAD   -  HALIFAX (1977)
 KW0950
 KW0950                         *CURRENT SURVEY CONTROL
 KW0950  ___________________________________________________________________
 KW0950* NAD 83(1986)-  40 26 40.     (N)    076 57 55.     (W)     SCALED    
 KW0950* NAVD 88     -       113.927  (meters)     373.78   (feet)  ADJUSTED  
 KW0950  ___________________________________________________________________
 KW0950  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KW0950  DYNAMIC HT  -         113.872 (meters)     373.60  (feet)  COMP
 KW0950  MODELED GRAV-     980,141.4   (mgal)                       NAVD 88
 KW0950
 KW0950  VERT ORDER  -  FIRST     CLASS II
 KW0950
 KW0950.The horizontal coordinates were scaled from a topographic map and have
 KW0950.an estimated accuracy of +/- 6 seconds.
 KW0950
 KW0950.The orthometric height was determined by differential leveling
 KW0950.and adjusted by the National Geodetic Survey in June 1991..
 KW0950
 KW0950.The geoid height was determined by GEOID03.
 KW0950
 KW0950.The dynamic height is computed by dividing the NAVD 88
 KW0950.geopotential number by the normal gravity value computed on the
 KW0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0950.degrees latitude (g = 980.6199 gals.).
 KW0950
 KW0950.The modeled gravity was interpolated from observed gravity values.
 KW0950
 KW0950;                    North         East    Units  Estimated Accuracy
 KW0950;SPC PA S     -   123,670.      666,570.      MT  (+/- 180 meters Scaled)
 KW0950
 KW0950                          SUPERSEDED SURVEY CONTROL
 KW0950
 KW0950  NGVD 29 (??/??/??)  114.150  (m)          374.51   (f) ADJUSTED    1 2
 KW0950
 KW0950.Superseded values are not recommended for survey control.
 KW0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0950.See file dsdata.txt to determine how the superseded data were derived.
 KW0950
 KW0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK333789(NAD 83)
 KW0950_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KW0950_SETTING: 66 = SET IN ROCK OUTCROP
 KW0950_SP_SET: ROCK LEDGE
 KW0950_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW0950+STABILITY: POSITION/ELEVATION WELL
 KW0950
 KW0950  HISTORY     - Date     Condition        Report By
 KW0950  HISTORY     - UNK      MONUMENTED       PRR
 KW0950  HISTORY     - 1941     GOOD             CGS
 KW0950
 KW0950                          STATION DESCRIPTION
 KW0950
 KW0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW0950'2.5 MI SW FROM HALIFAX.
 KW0950'ABOUT 2.5 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW0950'THE STATON AT HALIFAX, DAUPHIN COUNTY, 187 FEET NORTHEAST OF
 KW0950'MILEPOST 104, AT A CUT, ON A ROCK LEDGE, 256 FEET NORTHEAST OF
 KW0950'THE NORTHEAST END OF A CULVERT HEAD WALL, 7.4 FEET SOUTHEAST OF
 KW0950'THE SOUTHEAST RAIL OF THE NORTH-BOUND TRACK, AND ABOUT 1.4 FEET
 KW0950'HIGHER THAN THE TRACK.  AN OUTLINED SQUARE, MARKED BM 13.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1884 ***********************************************************************
 KV1884  DESIGNATION -  13 PRR
 KV1884  PID         -  KV1884
 KV1884  STATE/COUNTY-  PA/BUCKS
 KV1884  USGS QUAD   -  HATBORO (1966)
 KV1884
 KV1884                         *CURRENT SURVEY CONTROL
 KV1884  ___________________________________________________________________
 KV1884* NAD 83(1986)-  40 09 29.     (N)    075 00 56.     (W)     SCALED    
 KV1884* NAVD 88     -        57.451  (meters)     188.49   (feet)  ADJUSTED  
 KV1884  ___________________________________________________________________
 KV1884  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KV1884  DYNAMIC HT  -          57.425 (meters)     188.40  (feet)  COMP
 KV1884  MODELED GRAV-     980,165.5   (mgal)                       NAVD 88
 KV1884
 KV1884  VERT ORDER  -  SECOND    CLASS 0
 KV1884
 KV1884.The horizontal coordinates were scaled from a topographic map and have
 KV1884.an estimated accuracy of +/- 6 seconds.
 KV1884
 KV1884.The orthometric height was determined by differential leveling
 KV1884.and adjusted by the National Geodetic Survey in June 1991..
 KV1884
 KV1884.The geoid height was determined by GEOID03.
 KV1884
 KV1884.The dynamic height is computed by dividing the NAVD 88
 KV1884.geopotential number by the normal gravity value computed on the
 KV1884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1884.degrees latitude (g = 980.6199 gals.).
 KV1884
 KV1884.The modeled gravity was interpolated from observed gravity values.
 KV1884
 KV1884;                    North         East    Units  Estimated Accuracy
 KV1884;SPC PA S     -    95,180.      832,920.      MT  (+/- 180 meters Scaled)
 KV1884
 KV1884                          SUPERSEDED SURVEY CONTROL
 KV1884
 KV1884  NGVD 29 (??/??/??)   57.750  (m)          189.47   (f) ADJUSTED    2 0
 KV1884
 KV1884.Superseded values are not recommended for survey control.
 KV1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1884.See file dsdata.txt to determine how the superseded data were derived.
 KV1884
 KV1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK986453(NAD 83)
 KV1884_MARKER: B = BOLT
 KV1884_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1884_SP_SET: BRIDGE ABUTMENT
 KV1884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1884
 KV1884  HISTORY     - Date     Condition        Report By
 KV1884  HISTORY     - UNK      MONUMENTED       PRR
 KV1884  HISTORY     - 1956     MARK NOT FOUND   CGS
 KV1884
 KV1884                          STATION DESCRIPTION
 KV1884
 KV1884'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1884'14.2 MI W FROM MORRISVILLE.
 KV1884'ABOUT 200 FEET EAST OF THE CROSSING OF STATE HIGHWAY 132, AT
 KV1884'BRIDGE 32.35, AND IN THE TOP OF THE NORTHWEST BACK WALL OF THE
 KV1884'WEST ABUTMENT.  NOTE-- STATE HIGHWAY 132 CROSSES UNDER THE TRACK AS
 KV1884'IN THE DESCRIPTION BUT NO BRIDGE COULD BE FOUND 200 FEET EAST
 KV1884'OR WEST OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0470 ***********************************************************************
 KY0470  DESIGNATION -  1303
 KY0470  PID         -  KY0470
 KY0470  STATE/COUNTY-  PA/WASHINGTON
 KY0470  USGS QUAD   -  MIDWAY (1977)
 KY0470
 KY0470                         *CURRENT SURVEY CONTROL
 KY0470  ___________________________________________________________________
 KY0470* NAD 83(1986)-  40 17 59.     (N)    080 18 23.     (W)     SCALED    
 KY0470* NAVD 88     -       397.204  (meters)    1303.16   (feet)  ADJUSTED  
 KY0470  ___________________________________________________________________
 KY0470  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KY0470  DYNAMIC HT  -         396.984 (meters)    1302.44  (feet)  COMP
 KY0470  MODELED GRAV-     980,058.7   (mgal)                       NAVD 88
 KY0470
 KY0470  VERT ORDER  -  SECOND    CLASS 0
 KY0470
 KY0470.The horizontal coordinates were scaled from a topographic map and have
 KY0470.an estimated accuracy of +/- 6 seconds.
 KY0470
 KY0470.The orthometric height was determined by differential leveling
 KY0470.and adjusted by the National Geodetic Survey in June 1991..
 KY0470
 KY0470.The geoid height was determined by GEOID03.
 KY0470
 KY0470.The dynamic height is computed by dividing the NAVD 88
 KY0470.geopotential number by the normal gravity value computed on the
 KY0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0470.degrees latitude (g = 980.6199 gals.).
 KY0470
 KY0470.The modeled gravity was interpolated from observed gravity values.
 KY0470
 KY0470;                    North         East    Units  Estimated Accuracy
 KY0470;SPC PA S     -   110,450.      382,700.      MT  (+/- 180 meters Scaled)
 KY0470
 KY0470                          SUPERSEDED SURVEY CONTROL
 KY0470
 KY0470  NGVD 29 (??/??/92)  397.340  (m)         1303.61   (f) ADJ UNCH    2 0
 KY0470
 KY0470.Superseded values are not recommended for survey control.
 KY0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0470.See file dsdata.txt to determine how the superseded data were derived.
 KY0470
 KY0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE589612(NAD 83)
 KY0470_MARKER: DD = SURVEY DISK
 KY0470_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0470_SP_SET: FOUNDATION
 KY0470_STAMPING: 1303 1906
 KY0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0470
 KY0470  HISTORY     - Date     Condition        Report By
 KY0470  HISTORY     - 1906     MONUMENTED       USGS
 KY0470  HISTORY     - 1957     GOOD             NGS
 KY0470
 KY0470                          STATION DESCRIPTION
 KY0470
 KY0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0470'AT HICKORY.
 KY0470'AT HICKORY, ABOUT 170 YARDS EAST ALONG STATE HIGHWAY 28 FROM
 KY0470'THE POST OFFICE AND BANK BUILDING, 17 1/2 FEET NORTH OF NORTH
 KY0470'CURB OF HIGHWAY, SET VERTICALLY IN THE DRESSED SANDSTONE
 KY0470'FOUNDATION OF A 2-STORY HOUSE WITH COLUMN PORCH, 1.3 FEET
 KY0470'EAST OF SOUTHWEST CORNER OF HOUSE AND 3 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0166 ***********************************************************************
 KX0166  DESIGNATION -  1307.4
 KX0166  PID         -  KX0166
 KX0166  STATE/COUNTY-  PA/CLEARFIELD
 KX0166  USGS QUAD   -  GLEN RICHEY (1993)
 KX0166
 KX0166                         *CURRENT SURVEY CONTROL
 KX0166  ___________________________________________________________________
 KX0166* NAD 83(1986)-  40 59 54.     (N)    078 22 48.     (W)     SCALED    
 KX0166* NAVD 88     -       398.865  (meters)    1308.61   (feet)  ADJUSTED  
 KX0166  ___________________________________________________________________
 KX0166  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KX0166  DYNAMIC HT  -         398.670 (meters)    1307.97  (feet)  COMP
 KX0166  MODELED GRAV-     980,122.6   (mgal)                       NAVD 88
 KX0166
 KX0166  VERT ORDER  -  FIRST     CLASS I
 KX0166
 KX0166.The horizontal coordinates were scaled from a topographic map and have
 KX0166.an estimated accuracy of +/- 6 seconds.
 KX0166
 KX0166.The orthometric height was determined by differential leveling
 KX0166.and adjusted by the National Geodetic Survey in June 1991..
 KX0166.WARNING-Repeat measurements at this control monument indicate possible
 KX0166.vertical movement.
 KX0166
 KX0166.The geoid height was determined by GEOID03.
 KX0166
 KX0166.The dynamic height is computed by dividing the NAVD 88
 KX0166.geopotential number by the normal gravity value computed on the
 KX0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0166.degrees latitude (g = 980.6199 gals.).
 KX0166
 KX0166.The modeled gravity was interpolated from observed gravity values.
 KX0166
 KX0166;                    North         East    Units  Estimated Accuracy
 KX0166;SPC PA N     -    92,550.      547,000.      MT  (+/- 180 meters Scaled)
 KX0166
 KX0166                          SUPERSEDED SURVEY CONTROL
 KX0166
 KX0166  NGVD 29 (??/??/92)  399.027  (m)         1309.14   (f) ADJ UNCH    1 1
 KX0166
 KX0166.Superseded values are not recommended for survey control.
 KX0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0166.See file dsdata.txt to determine how the superseded data were derived.
 KX0166
 KX0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF203418(NAD 83)
 KX0166_MARKER: O = CHISELED CIRCLE
 KX0166_SETTING: 66 = SET IN ROCK OUTCROP
 KX0166_SP_SET: ROCK OUTCROP
 KX0166_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX0166+STABILITY: POSITION/ELEVATION WELL
 KX0166
 KX0166  HISTORY     - Date     Condition        Report By
 KX0166  HISTORY     - UNK      MONUMENTED       USGS
 KX0166  HISTORY     - 1966     GOOD             NGS
 KX0166
 KX0166                          STATION DESCRIPTION
 KX0166
 KX0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0166'4.6 MI SE FROM CLEARFIELD.
 KX0166'ABOUT 4.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 322 FROM THE POST
 KX0166'OFFICE AT CLEARFIELD, THENCE 0.6 MILE SOUTHEAST ALONG THE CLEARFIELD
 KX0166'BRANCH OF THE PENNSYLVANIA RAILROAD, 332 YARDS WEST OF MILEPOST
 KX0166'NUMBER 36, ON THE INSIDE OF A CURVE IN THE TRACKS, 8 FEET NORTHWEST
 KX0166'OF THE NORTHWEST RAIL OF THE NORTHWEST SET OF TRACKS, A CHISELED
 KX0166'CIRCLE ON THE TOP AND 14 INCHES NORTH OF THE SOUTH EDGE OF A ROCK
 KX0166'OUTCROP WHICH PROJECTS 10 INCHES ABOVE THE LEVEL OF THE GROUND
 KX0166'ON THE SOUTH SIDE, 56 FEET NORTHEAST AND ACROSS THE TRACKS FROM
 KX0166'A TELEPHONE POLE, 70 FEET EAST-NORTHEAST OF BENCH MARK S 331,
 KX0166'AND ABOUT LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0549 ***********************************************************************
 MA0549  DESIGNATION -  131 DRD
 MA0549  PID         -  MA0549
 MA0549  STATE/COUNTY-  PA/CLEARFIELD
 MA0549  USGS QUAD   -  ELLIOTT PARK (1983)
 MA0549
 MA0549                         *CURRENT SURVEY CONTROL
 MA0549  ___________________________________________________________________
 MA0549* NAD 83(1992)-  41 06 11.39422(N)    078 31 36.50186(W)     ADJUSTED  
 MA0549* NAVD 88     -       682.198  (meters)    2238.18   (feet)  ADJUSTED  
 MA0549  ___________________________________________________________________
 MA0549  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 MA0549  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 MA0549  DYNAMIC HT  -         681.849 (meters)    2237.03  (feet)  COMP
 MA0549  MODELED GRAV-     980,089.2   (mgal)                       NAVD 88
 MA0549
 MA0549  HORZ ORDER  -  SECOND
 MA0549  VERT ORDER  -  SECOND    CLASS 0
 MA0549
 MA0549.The horizontal coordinates were established by classical geodetic methods
 MA0549.and adjusted by the National Geodetic Survey in June 2002..
 MA0549
 MA0549.The orthometric height was determined by differential leveling
 MA0549.and adjusted by the National Geodetic Survey in June 1991..
 MA0549
 MA0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA0549
 MA0549.The geoid height was determined by GEOID03.
 MA0549
 MA0549.The dynamic height is computed by dividing the NAVD 88
 MA0549.geopotential number by the normal gravity value computed on the
 MA0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0549.degrees latitude (g = 980.6199 gals.).
 MA0549
 MA0549.The modeled gravity was interpolated from observed gravity values.
 MA0549
 MA0549;                    North         East     Units Scale Factor Converg.
 MA0549;SPC PA N     -   104,294.108   534,748.005   MT  0.99997180   -0 30 50.0
 MA0549;SPC PA N     -   342,171.59  1,754,419.08   sFT  0.99997180   -0 30 50.0
 MA0549;UTM  17      - 4,553,157.236   707,683.609   MT  1.00013088   +1 37 35.4
 MA0549
 MA0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA0549!SPC PA N     -   0.99989805  x   0.99997180  =   0.99986986
 MA0549!UTM  17      -   0.99989805  x   1.00013088  =   1.00002892
 MA0549
 MA0549                          SUPERSEDED SURVEY CONTROL
 MA0549
 MA0549  NAD 83(1986)-  41 06 11.39461(N)    078 31 36.50369(W) AD(       ) 2
 MA0549  NAD 27      -  41 06 11.18620(N)    078 31 37.41970(W) AD(       ) 2
 MA0549  NGVD 29 (??/??/92)  682.33   (m)         2238.6    (f) COMPUTED    2 0
 MA0549
 MA0549.Superseded values are not recommended for survey control.
 MA0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0549.See file dsdata.txt to determine how the superseded data were derived.
 MA0549
 MA0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF0768453157(NAD 83)
 MA0549_MARKER: DB = BENCH MARK DISK
 MA0549_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0549_SP_SET: TOWER LEG FOUNDATION
 MA0549_STAMPING: 131DRD 2239 1958
 MA0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0549
 MA0549  HISTORY     - Date     Condition        Report By
 MA0549  HISTORY     - 1959     MONUMENTED       USGS
 MA0549  HISTORY     - 1959     GOOD             NGS
 MA0549  HISTORY     - 1969     SEE DESCRIPTION  PADH
 MA0549  HISTORY     - 1979     GOOD             NGS
 MA0549
 MA0549                          STATION DESCRIPTION
 MA0549
 MA0549'DESCRIBED BY US GEOLOGICAL SURVEY 1959 (CGS)
 MA0549'THE STATION IS LOCATED IN THE ELLIOTT STATE PARK, IN THE SOUTHEAST
 MA0549'FOOTING OF THE SMITH LOOKOUT TOWER, ALONG THE WEST SIDE OF
 MA0549'STATE HIGHWAY 153 AND ABOUT 7 MILES NORTHWEST OF CLEARFIELD.
 MA0549'
 MA0549'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ELLIOTT,
 MA0549'DISTANCE BEING 296.00 FEET (90.221 METERS) NORTH OF
 MA0549'STATION ELLIOTT.  THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 MA0549'MARK DISK STAMPED 131 DRD 2239.  IT IS SET IN A DRILL HOLE
 MA0549'IN THE TOP OF THE SOUTHEAST CONCRETE FOOTING OF THE SMITH LOOKOUT
 MA0549'TOWER WHICH PROJECTS ABOUT 8 INCHES ABOVE THE
 MA0549'SURFACE OF THE GROUND.
 MA0549
 MA0549                          STATION RECOVERY (1959)
 MA0549
 MA0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 MA0549'6.8 MI NW FROM CLEARFIELD.
 MA0549'6.85 MILE NORTHWEST ALONG STATE HIGHWAY 153 FROM THE CLEARFIELD
 MA0549'HOSPITAL IN CLEARFIELD TO THE SMITH FIRE TOWER IN THE S.B.
 MA0549'ELLIOTT STATE PARK, SET IN TOP AT THE SOUTHWEST CORNER OF THE
 MA0549'FOUNDATION FOR THE SOUTH LEG OF THE FIRE TOWER, WEST OF THE
 MA0549'CENTERLINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 MA0549
 MA0549                          STATION RECOVERY (1969)
 MA0549
 MA0549'RECOVERY NOTE BY PA DEPT OF HIGHWAYS 1969
 MA0549'DESTROYED WITH ROAD CONSTRUCTION OF TR 153.  CALLED 131 (USGS)
 MA0549
 MA0549                          STATION RECOVERY (1979)
 MA0549
 MA0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (ARB)
 MA0549'STATION WAS RECOVERED ON THE BASE OF DISMANTLED FIRETOWER.
 MA0549'
 MA0549'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES NW
 MA0549'OF CLEARFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0776 ***********************************************************************
 LZ0776  DESIGNATION -  1313.2
 LZ0776  PID         -  LZ0776
 LZ0776  STATE/COUNTY-  PA/TIOGA
 LZ0776  USGS QUAD   -  CHERRY FLATS (1983)
 LZ0776
 LZ0776                         *CURRENT SURVEY CONTROL
 LZ0776  ___________________________________________________________________
 LZ0776* NAD 83(1986)-  41 38 33.     (N)    077 12 22.     (W)     SCALED    
 LZ0776* NAVD 88     -       400.248  (meters)    1313.15   (feet)  ADJUSTED  
 LZ0776  ___________________________________________________________________
 LZ0776  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 LZ0776  DYNAMIC HT  -         400.065 (meters)    1312.55  (feet)  COMP
 LZ0776  MODELED GRAV-     980,154.1   (mgal)                       NAVD 88
 LZ0776
 LZ0776  VERT ORDER  -  SECOND    CLASS 0
 LZ0776
 LZ0776.The horizontal coordinates were scaled from a topographic map and have
 LZ0776.an estimated accuracy of +/- 6 seconds.
 LZ0776
 LZ0776.The orthometric height was determined by differential leveling
 LZ0776.and adjusted by the National Geodetic Survey in June 1991..
 LZ0776
 LZ0776.The geoid height was determined by GEOID03.
 LZ0776
 LZ0776.The dynamic height is computed by dividing the NAVD 88
 LZ0776.geopotential number by the normal gravity value computed on the
 LZ0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0776.degrees latitude (g = 980.6199 gals.).
 LZ0776
 LZ0776.The modeled gravity was interpolated from observed gravity values.
 LZ0776
 LZ0776;                    North         East    Units  Estimated Accuracy
 LZ0776;SPC PA N     -   164,040.      645,310.      MT  (+/- 180 meters Scaled)
 LZ0776
 LZ0776                          SUPERSEDED SURVEY CONTROL
 LZ0776
 LZ0776  NGVD 29 (??/??/92)  400.381  (m)         1313.58   (f) ADJ UNCH    2 0
 LZ0776
 LZ0776.Superseded values are not recommended for survey control.
 LZ0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0776.See file dsdata.txt to determine how the superseded data were derived.
 LZ0776
 LZ0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM162124(NAD 83)
 LZ0776_MARKER: Q = CHISELED SQUARE
 LZ0776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0776_SP_SET: CONCRETE PILLAR BASE
 LZ0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0776
 LZ0776  HISTORY     - Date     Condition        Report By
 LZ0776  HISTORY     - UNK      MONUMENTED       USGS
 LZ0776  HISTORY     - 1934     GOOD             NGS
 LZ0776
 LZ0776                          STATION DESCRIPTION
 LZ0776
 LZ0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0776'5.8 MI E FROM MORRIS.
 LZ0776'ABOUT 5.8 MILES EAST ALONG THE ERIE RAILROAD FROM MORRIS, TIOGA
 LZ0776'COUNTY, AT LANDRUS, AT A WATER TANK, ON THE TOP OF THE NORTHEAST
 LZ0776'CORNER OF THE CONCRETE PILLAR BASE, 25 FEET SOUTH OF THE SOUTH
 LZ0776'RAIL, AND ABOUT 3 FEET HIGHER THAN THE TOP OF THE RAIL.  A CHISELED
 LZ0776'SQUARE, MARKED BY THE PAINTED LETTERS B.M. 1313.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1352 ***********************************************************************
 LZ1352  DESIGNATION -  1316.4
 LZ1352  PID         -  LZ1352
 LZ1352  STATE/COUNTY-  PA/POTTER
 LZ1352  USGS QUAD   -  GALETON (1994)
 LZ1352
 LZ1352                         *CURRENT SURVEY CONTROL
 LZ1352  ___________________________________________________________________
 LZ1352* NAD 83(1986)-  41 43 59.     (N)    077 38 29.     (W)     SCALED    
 LZ1352* NAVD 88     -       401.248  (meters)    1316.43   (feet)  ADJUSTED  
 LZ1352  ___________________________________________________________________
 LZ1352  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 LZ1352  DYNAMIC HT  -         401.082 (meters)    1315.88  (feet)  COMP
 LZ1352  MODELED GRAV-     980,197.6   (mgal)                       NAVD 88
 LZ1352
 LZ1352  VERT ORDER  -  SECOND    CLASS 0
 LZ1352
 LZ1352.The horizontal coordinates were scaled from a topographic map and have
 LZ1352.an estimated accuracy of +/- 6 seconds.
 LZ1352
 LZ1352.The orthometric height was determined by differential leveling
 LZ1352.and adjusted by the National Geodetic Survey in June 1991..
 LZ1352
 LZ1352.The geoid height was determined by GEOID03.
 LZ1352
 LZ1352.The dynamic height is computed by dividing the NAVD 88
 LZ1352.geopotential number by the normal gravity value computed on the
 LZ1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1352.degrees latitude (g = 980.6199 gals.).
 LZ1352
 LZ1352.The modeled gravity was interpolated from observed gravity values.
 LZ1352
 LZ1352;                    North         East    Units  Estimated Accuracy
 LZ1352;SPC PA N     -   173,960.      609,040.      MT  (+/- 180 meters Scaled)
 LZ1352
 LZ1352                          SUPERSEDED SURVEY CONTROL
 LZ1352
 LZ1352  NGVD 29 (??/??/92)  401.390  (m)         1316.89   (f) ADJ UNCH    2 0
 LZ1352
 LZ1352.Superseded values are not recommended for survey control.
 LZ1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1352.See file dsdata.txt to determine how the superseded data were derived.
 LZ1352
 LZ1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM803235(NAD 83)
 LZ1352_MARKER: T = CHISELED TRIANGLE
 LZ1352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1352_SP_SET: BRIDGE
 LZ1352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1352
 LZ1352  HISTORY     - Date     Condition        Report By
 LZ1352  HISTORY     - UNK      MONUMENTED       USGS
 LZ1352  HISTORY     - 1968     GOOD             NGS
 LZ1352
 LZ1352                          STATION DESCRIPTION
 LZ1352
 LZ1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ1352'AT GALETON.
 LZ1352'AT GALETON, POTTER COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 LZ1352'ABOUT 2,140 FEET WEST OF MILEPOST 144, ABOUT 160 FEET EAST OF
 LZ1352'BRIDGE STREET, AT BRIDGE 143+17, ON THE TOP OF THE SOUTH END OF
 LZ1352'THE EAST BACK WALL, 12 FEET SOUTH OF THE CENTER LINE OF THE
 LZ1352'TRACK, AND 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A
 LZ1352'CHISELED TRIANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0821 ***********************************************************************
 LZ0821  DESIGNATION -  1320
 LZ0821  PID         -  LZ0821
 LZ0821  STATE/COUNTY-  PA/LYCOMING
 LZ0821  USGS QUAD   -  LIBERTY (1986)
 LZ0821
 LZ0821                         *CURRENT SURVEY CONTROL
 LZ0821  ___________________________________________________________________
 LZ0821* NAD 83(1986)-  41 30 55.     (N)    077 07 16.     (W)     SCALED    
 LZ0821* NAVD 88     -       402.249  (meters)    1319.71   (feet)  ADJUSTED  
 LZ0821  ___________________________________________________________________
 LZ0821  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 LZ0821  DYNAMIC HT  -         402.070 (meters)    1319.12  (feet)  COMP
 LZ0821  MODELED GRAV-     980,165.1   (mgal)                       NAVD 88
 LZ0821
 LZ0821  VERT ORDER  -  SECOND    CLASS 0
 LZ0821
 LZ0821.The horizontal coordinates were scaled from a topographic map and have
 LZ0821.an estimated accuracy of +/- 6 seconds.
 LZ0821
 LZ0821.The orthometric height was determined by differential leveling
 LZ0821.and adjusted by the National Geodetic Survey in June 1991..
 LZ0821
 LZ0821.The geoid height was determined by GEOID03.
 LZ0821
 LZ0821.The dynamic height is computed by dividing the NAVD 88
 LZ0821.geopotential number by the normal gravity value computed on the
 LZ0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0821.degrees latitude (g = 980.6199 gals.).
 LZ0821
 LZ0821.The modeled gravity was interpolated from observed gravity values.
 LZ0821
 LZ0821;                    North         East    Units  Estimated Accuracy
 LZ0821;SPC PA N     -   149,960.      652,500.      MT  (+/- 180 meters Scaled)
 LZ0821
 LZ0821                          SUPERSEDED SURVEY CONTROL
 LZ0821
 LZ0821  NGVD 29 (??/??/92)  402.43   (m)         1320.3    (f) COMPUTED    2 0
 LZ0821
 LZ0821.Superseded values are not recommended for survey control.
 LZ0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0821.See file dsdata.txt to determine how the superseded data were derived.
 LZ0821
 LZ0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL230981(NAD 83)
 LZ0821_MARKER: DD = SURVEY DISK
 LZ0821_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0821_SP_SET: BRIDGE
 LZ0821_STAMPING: 1320
 LZ0821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0821
 LZ0821  HISTORY     - Date     Condition        Report By
 LZ0821  HISTORY     - UNK      MONUMENTED       PADH
 LZ0821  HISTORY     - 1968     GOOD             NGS
 LZ0821
 LZ0821                          STATION DESCRIPTION
 LZ0821
 LZ0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0821'1.3 MI N FROM BUTTONWOOD.
 LZ0821'1.3 MILES NORTH ALONG U.S. HIGHWAY 15 FROM THE SCHOOL AT
 LZ0821'BUTTONWOOD, LYCOMING COUNTY, AT STATION 6-30+15, AT A 15-FOOT
 LZ0821'CONCRETE BRIDGE OVER A STREAM, IN THE TOP OF THE NORTHWEST
 LZ0821'CONCRETE WING WALL, ABOUT 15 FEET WEST OF THE CENTER LINE OF THE
 LZ0821'HIGHWAY, AND ABOUT LEVEL WITH THE ROADWAY.  A PENNSYLVANIA
 LZ0821'DEPARTMENT OF HIGHWAYS STANDARD DISK, STAMPED 1320.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0572 ***********************************************************************
 JW0572  DESIGNATION -  1322
 JW0572  PID         -  JW0572
 JW0572  STATE/COUNTY-  PA/SOMERSET
 JW0572  USGS QUAD   -  OHIOPYLE (1977)
 JW0572
 JW0572                         *CURRENT SURVEY CONTROL
 JW0572  ___________________________________________________________________
 JW0572* NAD 83(1986)-  39 49 43.     (N)    079 22 30.     (W)     SCALED    
 JW0572* NAVD 88     -       402.791  (meters)    1321.49   (feet)  ADJUSTED  
 JW0572  ___________________________________________________________________
 JW0572  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 JW0572  DYNAMIC HT  -         402.544 (meters)    1320.68  (feet)  COMP
 JW0572  MODELED GRAV-     980,002.4   (mgal)                       NAVD 88
 JW0572
 JW0572  VERT ORDER  -  SECOND    CLASS 0
 JW0572
 JW0572.The horizontal coordinates were scaled from a topographic map and have
 JW0572.an estimated accuracy of +/- 6 seconds.
 JW0572
 JW0572.The orthometric height was determined by differential leveling
 JW0572.and adjusted by the National Geodetic Survey in June 1991..
 JW0572
 JW0572.The geoid height was determined by GEOID03.
 JW0572
 JW0572.The dynamic height is computed by dividing the NAVD 88
 JW0572.geopotential number by the normal gravity value computed on the
 JW0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0572.degrees latitude (g = 980.6199 gals.).
 JW0572
 JW0572.The modeled gravity was interpolated from observed gravity values.
 JW0572
 JW0572;                    North         East    Units  Estimated Accuracy
 JW0572;SPC PA S     -    56,270.      460,890.      MT  (+/- 180 meters Scaled)
 JW0572
 JW0572                          SUPERSEDED SURVEY CONTROL
 JW0572
 JW0572  NGVD 29 (??/??/92)  402.930  (m)         1321.95   (f) ADJ UNCH    2 0
 JW0572
 JW0572.Superseded values are not recommended for survey control.
 JW0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0572.See file dsdata.txt to determine how the superseded data were derived.
 JW0572
 JW0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE390099(NAD 83)
 JW0572_MARKER: B = BOLT
 JW0572_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0572_SP_SET: CULVERT
 JW0572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0572
 JW0572  HISTORY     - Date     Condition        Report By
 JW0572  HISTORY     - UNK      MONUMENTED       USGS
 JW0572  HISTORY     - 1954     GOOD             NGS
 JW0572
 JW0572                          STATION DESCRIPTION
 JW0572
 JW0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JW0572'1.5 MI NW FROM CONFLUENCE.
 JW0572'ABOUT 1.5 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JW0572'FROM THE STATION AT CONFLUENCE, ABOUT 0.1 MILE WEST OF CROSSING
 JW0572'OF STATE HIGHWAY 281, IN THE TOP OF THE EAST END OF SOUTH STONE
 JW0572'MASONRY HEADWALL OF AN ARCHED 15-FOOT STONE MASONRY CULVERT OVER
 JW0572'A SMALL CREEK, 9 1/2 FEET SOUTH OF SOUTH RAIL OF SOUTH TRACK,
 JW0572'1.2 FEET WEST OF EAST END OF HEAD WALL, 0.4 FOOT NORTH OF SOUTH
 JW0572'EDGE OF HEAD WALL AND 3 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0311 ***********************************************************************
 MB0311  DESIGNATION -  1330
 MB0311  PID         -  MB0311
 MB0311  STATE/COUNTY-  PA/BUTLER
 MB0311  USGS QUAD   -  SLIPPERY ROCK (1977)
 MB0311
 MB0311                         *CURRENT SURVEY CONTROL
 MB0311  ___________________________________________________________________
 MB0311* NAD 83(1986)-  41 06 21.     (N)    079 59 59.     (W)     SCALED    
 MB0311* NAVD 88     -       405.067  (meters)    1328.96   (feet)  ADJUSTED  
 MB0311  ___________________________________________________________________
 MB0311  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 MB0311  DYNAMIC HT  -         404.876 (meters)    1328.33  (feet)  COMP
 MB0311  MODELED GRAV-     980,141.3   (mgal)                       NAVD 88
 MB0311
 MB0311  VERT ORDER  -  SECOND    CLASS 0
 MB0311
 MB0311.The horizontal coordinates were scaled from a topographic map and have
 MB0311.an estimated accuracy of +/- 6 seconds.
 MB0311
 MB0311.The orthometric height was determined by differential leveling
 MB0311.and adjusted by the National Geodetic Survey in June 1991..
 MB0311
 MB0311.The geoid height was determined by GEOID03.
 MB0311
 MB0311.The dynamic height is computed by dividing the NAVD 88
 MB0311.geopotential number by the normal gravity value computed on the
 MB0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0311.degrees latitude (g = 980.6199 gals.).
 MB0311
 MB0311.The modeled gravity was interpolated from observed gravity values.
 MB0311
 MB0311;                    North         East    Units  Estimated Accuracy
 MB0311;SPC PA S     -   199,230.      411,040.      MT  (+/- 180 meters Scaled)
 MB0311
 MB0311                          SUPERSEDED SURVEY CONTROL
 MB0311
 MB0311  NGVD 29 (??/??/92)  405.184  (m)         1329.34   (f) ADJ UNCH    2 0
 MB0311
 MB0311.Superseded values are not recommended for survey control.
 MB0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0311.See file dsdata.txt to determine how the superseded data were derived.
 MB0311
 MB0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF839509(NAD 83)
 MB0311_MARKER: Z = SEE DESCRIPTION
 MB0311_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0311_SP_SET: FOUNDATION
 MB0311_STAMPING: 1330 1910
 MB0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0311
 MB0311  HISTORY     - Date     Condition        Report By
 MB0311  HISTORY     - 1910     MONUMENTED       USGS
 MB0311  HISTORY     - 1935     GOOD             NGS
 MB0311
 MB0311                          STATION DESCRIPTION
 MB0311
 MB0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MB0311'AT HARRISVILLE.
 MB0311'AT HARRISVILLE, 0.3 MILE SOUTH OF THE BESSEMER AND LAKE ERIE
 MB0311'RAILROAD STATION, 600 FEET EAST OF THE TRACK, 75 FEET SOUTH OF
 MB0311'THE CENTERLINE OF A DIRT ROAD, AT THE SUNNYSIDE SCHOOLHOUSE, IN
 MB0311'THE TOP OF THE NORTH FOUNDATION, 2 FEET EAST OF THE NORTHWEST
 MB0311'CORNER, AND ABOUT 5 FEET HIGHER THAN THE ROADWAY.  A UNITED
 MB0311'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1330 1910.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1356 ***********************************************************************
 LZ1356  DESIGNATION -  1330
 LZ1356  PID         -  LZ1356
 LZ1356  STATE/COUNTY-  PA/POTTER
 LZ1356  USGS QUAD   -  GALETON (1994)
 LZ1356
 LZ1356                         *CURRENT SURVEY CONTROL
 LZ1356  ___________________________________________________________________
 LZ1356* NAD 83(1986)-  41 43 53.     (N)    077 39 14.     (W)     SCALED    
 LZ1356* NAVD 88     -       406.048  (meters)    1332.18   (feet)  ADJUSTED  
 LZ1356  ___________________________________________________________________
 LZ1356  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 LZ1356  DYNAMIC HT  -         405.880 (meters)    1331.62  (feet)  COMP
 LZ1356  MODELED GRAV-     980,197.5   (mgal)                       NAVD 88
 LZ1356
 LZ1356  VERT ORDER  -  SECOND    CLASS 0
 LZ1356
 LZ1356.The horizontal coordinates were scaled from a topographic map and have
 LZ1356.an estimated accuracy of +/- 6 seconds.
 LZ1356
 LZ1356.The orthometric height was determined by differential leveling
 LZ1356.and adjusted by the National Geodetic Survey in June 1991..
 LZ1356
 LZ1356.The geoid height was determined by GEOID03.
 LZ1356
 LZ1356.The dynamic height is computed by dividing the NAVD 88
 LZ1356.geopotential number by the normal gravity value computed on the
 LZ1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1356.degrees latitude (g = 980.6199 gals.).
 LZ1356
 LZ1356.The modeled gravity was interpolated from observed gravity values.
 LZ1356
 LZ1356;                    North         East    Units  Estimated Accuracy
 LZ1356;SPC PA N     -   173,780.      608,000.      MT  (+/- 180 meters Scaled)
 LZ1356
 LZ1356                          SUPERSEDED SURVEY CONTROL
 LZ1356
 LZ1356  NGVD 29 (??/??/92)  406.190  (m)         1332.64   (f) ADJ UNCH    2 0
 LZ1356
 LZ1356.Superseded values are not recommended for survey control.
 LZ1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1356.See file dsdata.txt to determine how the superseded data were derived.
 LZ1356
 LZ1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM792233(NAD 83)
 LZ1356_MARKER: DD = SURVEY DISK
 LZ1356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1356_SP_SET: WINDOW SILL
 LZ1356_STAMPING: 1330 HARRISBURG 1899
 LZ1356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1356
 LZ1356  HISTORY     - Date     Condition        Report By
 LZ1356  HISTORY     - 1899     MONUMENTED       USGS
 LZ1356  HISTORY     - 1934     GOOD             NGS
 LZ1356
 LZ1356                          STATION DESCRIPTION
 LZ1356
 LZ1356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1356'AT GALETON.
 LZ1356'AT GALETON, POTTER COUNTY, AT THE BALTIMORE AND OHIO RAILROAD
 LZ1356'STATION, AT THE SOUTHEAST CORNER OF THE GENERAL OFFICE BUILDING
 LZ1356'OF THE RAILROAD, IN THE FACE OF THE EAST END OF A WINDOW SILL,
 LZ1356'25 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND 4 FEET HIGHER
 LZ1356'THAN THE TOP OF THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY
 LZ1356'STANDARD DISK, STAMPED 1330 HARRISBURG 1899 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1563 ***********************************************************************
 MA1563  DESIGNATION -  1330.22
 MA1563  PID         -  MA1563
 MA1563  STATE/COUNTY-  PA/CRAWFORD
 MA1563  USGS QUAD   -  SPARTANSBURG (1977)
 MA1563
 MA1563                         *CURRENT SURVEY CONTROL
 MA1563  ___________________________________________________________________
 MA1563* NAD 83(1986)-  41 45 48.     (N)    079 43 38.     (W)     SCALED    
 MA1563* NAVD 88     -       405.155  (meters)    1329.25   (feet)  ADJUSTED  
 MA1563  ___________________________________________________________________
 MA1563  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 MA1563  DYNAMIC HT  -         404.984 (meters)    1328.68  (feet)  COMP
 MA1563  MODELED GRAV-     980,190.0   (mgal)                       NAVD 88
 MA1563
 MA1563  VERT ORDER  -  SECOND    CLASS 0
 MA1563
 MA1563.The horizontal coordinates were scaled from a topographic map and have
 MA1563.an estimated accuracy of +/- 6 seconds.
 MA1563
 MA1563.The orthometric height was determined by differential leveling
 MA1563.and adjusted by the National Geodetic Survey in June 1991..
 MA1563
 MA1563.The geoid height was determined by GEOID03.
 MA1563
 MA1563.The dynamic height is computed by dividing the NAVD 88
 MA1563.geopotential number by the normal gravity value computed on the
 MA1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1563.degrees latitude (g = 980.6199 gals.).
 MA1563
 MA1563.The modeled gravity was interpolated from observed gravity values.
 MA1563
 MA1563;                    North         East    Units  Estimated Accuracy
 MA1563;SPC PA N     -   179,200.      435,600.      MT  (+/- 180 meters Scaled)
 MA1563
 MA1563                          SUPERSEDED SURVEY CONTROL
 MA1563
 MA1563  NGVD 29 (??/??/92)  405.308  (m)         1329.75   (f) ADJ UNCH    2 0
 MA1563
 MA1563.Superseded values are not recommended for survey control.
 MA1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1563.See file dsdata.txt to determine how the superseded data were derived.
 MA1563
 MA1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG057242(NAD 83)
 MA1563_MARKER: B = BOLT
 MA1563_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1563_SP_SET: CULVERT
 MA1563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1563
 MA1563  HISTORY     - Date     Condition        Report By
 MA1563  HISTORY     - UNK      MONUMENTED       PRR
 MA1563  HISTORY     - 1935     GOOD             NGS
 MA1563  HISTORY     - 20001120 MARK NOT FOUND   PADT
 MA1563  HISTORY     - 20030531 MARK NOT FOUND   USPSQD
 MA1563
 MA1563                          STATION DESCRIPTION
 MA1563
 MA1563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1563'2.4 MI N FROM CENTERVILLE.
 MA1563'2.4 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA1563'AT CENTERVILLE, CRAWFORD COUNTY, ABOUT 283 YARDS SOUTH OF
 MA1563'MILEPOST 107, AT A 4-FOOT CONCRETE BOX-CULVERT OVER A DRY GULLY,
 MA1563'IN THE TOP OF THE WEST HEAD WALL COPING, 1.5 FEET NORTH OF THE
 MA1563'SOUTH END, 26 FEET WEST OF THE WEST RAIL, AND ABOUT 4-1/2 FEET
 MA1563'LOWER THAN THE TRACK.  A COPPER BOLT.
 MA1563
 MA1563                          STATION RECOVERY (2000)
 MA1563
 MA1563'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (JAW)
 MA1563'MARK NOT FOUND.
 MA1563
 MA1563                          STATION RECOVERY (2003)
 MA1563
 MA1563'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 MA1563'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0831 ***********************************************************************
 LZ0831  DESIGNATION -  1332
 LZ0831  PID         -  LZ0831
 LZ0831  STATE/COUNTY-  PA/TIOGA
 LZ0831  USGS QUAD   -  BLOSSBURG (1986)
 LZ0831
 LZ0831                         *CURRENT SURVEY CONTROL
 LZ0831  ___________________________________________________________________
 LZ0831* NAD 83(1986)-  41 40 52.     (N)    077 03 54.     (W)     SCALED    
 LZ0831* NAVD 88     -       406.720  (meters)    1334.38   (feet)  ADJUSTED  
 LZ0831  ___________________________________________________________________
 LZ0831  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LZ0831  DYNAMIC HT  -         406.545 (meters)    1333.81  (feet)  COMP
 LZ0831  MODELED GRAV-     980,180.9   (mgal)                       NAVD 88
 LZ0831
 LZ0831  VERT ORDER  -  SECOND    CLASS 0
 LZ0831
 LZ0831.The horizontal coordinates were scaled from a topographic map and have
 LZ0831.an estimated accuracy of +/- 6 seconds.
 LZ0831
 LZ0831.The orthometric height was determined by differential leveling
 LZ0831.and adjusted by the National Geodetic Survey in June 1991..
 LZ0831.WARNING-Repeat measurements at this control monument indicate possible
 LZ0831.vertical movement.
 LZ0831
 LZ0831.The geoid height was determined by GEOID03.
 LZ0831
 LZ0831.The dynamic height is computed by dividing the NAVD 88
 LZ0831.geopotential number by the normal gravity value computed on the
 LZ0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0831.degrees latitude (g = 980.6199 gals.).
 LZ0831
 LZ0831.The modeled gravity was interpolated from observed gravity values.
 LZ0831
 LZ0831;                    North         East    Units  Estimated Accuracy
 LZ0831;SPC PA N     -   168,410.      657,030.      MT  (+/- 180 meters Scaled)
 LZ0831
 LZ0831                          SUPERSEDED SURVEY CONTROL
 LZ0831
 LZ0831  NGVD 29 (??/??/92)  406.862  (m)         1334.85   (f) ADJ UNCH    2 0
 LZ0831
 LZ0831.Superseded values are not recommended for survey control.
 LZ0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0831.See file dsdata.txt to determine how the superseded data were derived.
 LZ0831
 LZ0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM281164(NAD 83)
 LZ0831_MARKER: DD = SURVEY DISK
 LZ0831_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0831_SP_SET: STEP
 LZ0831_STAMPING: 1332 R 1 1925
 LZ0831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0831
 LZ0831  HISTORY     - Date     Condition        Report By
 LZ0831  HISTORY     - 1925     MONUMENTED       USGS
 LZ0831  HISTORY     - 1968     GOOD             NGS
 LZ0831  HISTORY     - 1977     GOOD             PADT
 LZ0831
 LZ0831                          STATION DESCRIPTION
 LZ0831
 LZ0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0831'AT BLOSSBURG.
 LZ0831'NOTE-- THIS MARK APPEARS TO HAVE BEEN RESET.  AT BLOSSBURG,
 LZ0831'ABOUT 0.1 MILE SOUTHEAST ALONG MAIN STREET FROM THE BRIDGE OVER
 LZ0831'THE TIOGA RIVER IN BLOSSBURG, SET IN THE TOP OF THE SOUTH END
 LZ0831'OF THE SECOND STEP FROM THE BOTTOM LEADING TO THE BLOSSBURG
 LZ0831'BAPTIST CHURCH, 64 FEET NORTHEAST OF THE APPROXIMATE CENTER
 LZ0831'OF CARPENTER STREET, 64 FEET NORTHWEST OF THE APPROXIMATE CENTER
 LZ0831'OF MAIN STREET, 0.5 FOOT NORTH OF THE SOUTH CORNER OF STEP AND IS
 LZ0831'ABOUT 1 FOOT ABOVE THE LEVEL OF THE MAIN STREET.
 LZ0831
 LZ0831                          STATION RECOVERY (1977)
 LZ0831
 LZ0831'RECOVERY NOTE BY PA DEPT OF TRANSP 1977
 LZ0831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0570 ***********************************************************************
 JW0570  DESIGNATION -  1332
 JW0570  PID         -  JW0570
 JW0570  STATE/COUNTY-  PA/SOMERSET
 JW0570  USGS QUAD   -  CONFLUENCE (1994)
 JW0570
 JW0570                         *CURRENT SURVEY CONTROL
 JW0570  ___________________________________________________________________
 JW0570* NAD 83(1986)-  39 48 53.     (N)    079 21 42.     (W)     SCALED    
 JW0570* NAVD 88     -       405.785  (meters)    1331.31   (feet)  ADJUSTED  
 JW0570  ___________________________________________________________________
 JW0570  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 JW0570  DYNAMIC HT  -         405.538 (meters)    1330.50  (feet)  COMP
 JW0570  MODELED GRAV-     980,004.2   (mgal)                       NAVD 88
 JW0570
 JW0570  VERT ORDER  -  SECOND    CLASS 0
 JW0570
 JW0570.The horizontal coordinates were scaled from a topographic map and have
 JW0570.an estimated accuracy of +/- 6 seconds.
 JW0570
 JW0570.The orthometric height was determined by differential leveling
 JW0570.and adjusted by the National Geodetic Survey in June 1991..
 JW0570
 JW0570.The geoid height was determined by GEOID03.
 JW0570
 JW0570.The dynamic height is computed by dividing the NAVD 88
 JW0570.geopotential number by the normal gravity value computed on the
 JW0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0570.degrees latitude (g = 980.6199 gals.).
 JW0570
 JW0570.The modeled gravity was interpolated from observed gravity values.
 JW0570
 JW0570;                    North         East    Units  Estimated Accuracy
 JW0570;SPC PA S     -    54,710.      462,010.      MT  (+/- 180 meters Scaled)
 JW0570
 JW0570                          SUPERSEDED SURVEY CONTROL
 JW0570
 JW0570  NGVD 29 (??/??/92)  405.924  (m)         1331.77   (f) ADJ UNCH    2 0
 JW0570
 JW0570.Superseded values are not recommended for survey control.
 JW0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0570.See file dsdata.txt to determine how the superseded data were derived.
 JW0570
 JW0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE402084(NAD 83)
 JW0570_MARKER: DD = SURVEY DISK
 JW0570_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0570_SP_SET: BRIDGE
 JW0570_STAMPING: PA 1332 1919 PRIM-TRAV-STA-NO-8
 JW0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0570
 JW0570  HISTORY     - Date     Condition        Report By
 JW0570  HISTORY     - 1919     MONUMENTED       USGS
 JW0570  HISTORY     - 1954     GOOD             NGS
 JW0570
 JW0570                          STATION DESCRIPTION
 JW0570
 JW0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JW0570'AT CONFLUENCE.
 JW0570'AT CONFLUENCE, ABOUT 0.2 MILE NORTHWEST ALONG THE BALTIMORE AND
 JW0570'OHIO RAILROAD FROM THE STATION, NEAR TELEPHONE POLE NO. 243/16,
 JW0570'IN THE TOP OF THE NORTH END OF NORTH CONCRETE WING WALL OF STATE
 JW0570'HIGHWAY 281 BRIDGE OVER LAUREL HILL CREEK, 48 FEET SOUTHWEST OF
 JW0570'SOUTHWEST RAIL OF SOUTHWEST TRACK, 16 FEET NORTHEAST OF CENTER
 JW0570'LINE OF HIGHWAY, 9 FEET NORTH OF SOUTH END OF WING WALL, 7 FEET
 JW0570'SOUTH-SOUTHWEST OF CONCRETE POST OF A MAIL BOX, 10.2 FEET
 JW0570'SOUTH-SOUTHWEST OF POWER LINE BRACE POLE AND STREET LIGHT POLE NO.
 JW0570'31087, 4 FEET BELOW LEVEL OF TRACK, ABOUT LEVEL WITH HIGHWAY AND
 JW0570'BURIED UNDER ABOUT 4 INCHES OF DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0396 ***********************************************************************
 LZ0396  DESIGNATION -  1332.8 USGS
 LZ0396  PID         -  LZ0396
 LZ0396  STATE/COUNTY-  PA/LYCOMING
 LZ0396  USGS QUAD   -  BARBOURS (1973)
 LZ0396
 LZ0396                         *CURRENT SURVEY CONTROL
 LZ0396  ___________________________________________________________________
 LZ0396* NAD 83(1986)-  41 29 04.     (N)    076 51 29.     (W)     SCALED    
 LZ0396* NAVD 88     -       403.00   (+/-2cm)    1322.2    (feet)  VERTCON   
 LZ0396  ___________________________________________________________________
 LZ0396  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 LZ0396
 LZ0396  VERT ORDER  -  ? (See Below)
 LZ0396
 LZ0396.The horizontal coordinates were scaled from a topographic map and have
 LZ0396.an estimated accuracy of +/- 6 seconds.
 LZ0396
 LZ0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ0396.The vertical order pertains to the NGVD 29 superseded value.
 LZ0396
 LZ0396.The geoid height was determined by GEOID03.
 LZ0396
 LZ0396;                    North         East    Units  Estimated Accuracy
 LZ0396;SPC PA N     -   146,730.      674,490.      MT  (+/- 180 meters Scaled)
 LZ0396
 LZ0396                          SUPERSEDED SURVEY CONTROL
 LZ0396
 LZ0396  NGVD 29 (??/??/92)  403.181  (m)         1322.77   (f) ADJ UNCH    ?  
 LZ0396
 LZ0396.Superseded values are not recommended for survey control.
 LZ0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0396.See file dsdata.txt to determine how the superseded data were derived.
 LZ0396
 LZ0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL448942(NAD 83)
 LZ0396_MARKER: Q = CHISELED SQUARE
 LZ0396_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0396_SP_SET: WATER TANK PIER
 LZ0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0396
 LZ0396  HISTORY     - Date     Condition        Report By
 LZ0396  HISTORY     - UNK      MONUMENTED       USGS
 LZ0396  HISTORY     - 1934     GOOD             NGS
 LZ0396
 LZ0396                          STATION DESCRIPTION
 LZ0396
 LZ0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0396'6.8 MI E FROM MARSH HILL JUNCTION.
 LZ0396'ABOUT 6.8 MILES EAST ALONG THE SUSQUEHANNA AND NEW YORK RAILROAD
 LZ0396'FROM MARSH HILL JUNCTION, LYCOMING COUNTY, ABOUT 2.8 MILES
 LZ0396'SOUTHWEST OF MASTEN, AT A WATER TOWER, ON THE SOUTHEAST CONCRETE
 LZ0396'PIER, AND 15 FEET NORTH OF THE TRACK.  A CHISELED SQUARE, MARKED
 LZ0396'U.S.B.M. 1322.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0828 ***********************************************************************
 MA0828  DESIGNATION -  1334.46
 MA0828  PID         -  MA0828
 MA0828  STATE/COUNTY-  PA/WARREN
 MA0828  USGS QUAD   -  PITTSFIELD (1975)
 MA0828
 MA0828                         *CURRENT SURVEY CONTROL
 MA0828  ___________________________________________________________________
 MA0828* NAD 83(1986)-  41 49 48.     (N)    079 27 39.     (W)     SCALED    
 MA0828* NAVD 88     -       406.518  (meters)    1333.72   (feet)  ADJUSTED  
 MA0828  ___________________________________________________________________
 MA0828  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 MA0828  DYNAMIC HT  -         406.352 (meters)    1333.17  (feet)  COMP
 MA0828  MODELED GRAV-     980,200.5   (mgal)                       NAVD 88
 MA0828
 MA0828  VERT ORDER  -  FIRST     CLASS II
 MA0828
 MA0828.The horizontal coordinates were scaled from a topographic map and have
 MA0828.an estimated accuracy of +/- 6 seconds.
 MA0828
 MA0828.The orthometric height was determined by differential leveling
 MA0828.and adjusted by the National Geodetic Survey in June 1991..
 MA0828
 MA0828.The geoid height was determined by GEOID03.
 MA0828
 MA0828.The dynamic height is computed by dividing the NAVD 88
 MA0828.geopotential number by the normal gravity value computed on the
 MA0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0828.degrees latitude (g = 980.6199 gals.).
 MA0828
 MA0828.The modeled gravity was interpolated from observed gravity values.
 MA0828
 MA0828;                    North         East    Units  Estimated Accuracy
 MA0828;SPC PA N     -   186,130.      457,890.      MT  (+/- 180 meters Scaled)
 MA0828
 MA0828                          SUPERSEDED SURVEY CONTROL
 MA0828
 MA0828  NGVD 29 (??/??/92)  406.678  (m)         1334.24   (f) ADJ UNCH    1 2
 MA0828
 MA0828.Superseded values are not recommended for survey control.
 MA0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0828.See file dsdata.txt to determine how the superseded data were derived.
 MA0828
 MA0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG278320(NAD 83)
 MA0828_MARKER: B = BOLT
 MA0828_SETTING: 80 = SET IN A BOULDER
 MA0828_SP_SET: BOULDER
 MA0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0828+STABILITY: SURFACE MOTION
 MA0828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0828+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2001
 MA0828
 MA0828  HISTORY     - Date     Condition        Report By
 MA0828  HISTORY     - UNK      MONUMENTED       PRR
 MA0828  HISTORY     - 1941     GOOD             NGS
 MA0828  HISTORY     - 20010520 GOOD             USPSQD
 MA0828
 MA0828                          STATION DESCRIPTION
 MA0828
 MA0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MA0828'4.9 MI SE FROM SPRING CREEK.
 MA0828'ABOUT 4.9 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0828'THE STATION AT SPRING CREEK, WARREN COUNTY, ABOUT 7 RAILS
 MA0828'NORTHWEST OF MILEPOST 49, BETWEEN THE TRACK AND A HIGHWAY, 15
 MA0828'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 7 FEET SOUTH
 MA0828'OF BENCH MARK T 143 1941, ABOUT 3 FEET HIGHER THAN THE LEVEL OF
 MA0828'THE TRACK, AND IN THE SOUTHWEST SIDE OF A LARGE BOULDER.  A
 MA0828'COPPER BOLT.
 MA0828
 MA0828                          STATION RECOVERY (2001)
 MA0828
 MA0828'RECOVERY NOTE BY US POWER SQUADRON 2001 (WR)
 MA0828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0906 ***********************************************************************
 MA0906  DESIGNATION -  1336.59
 MA0906  PID         -  MA0906
 MA0906  STATE/COUNTY-  PA/WARREN
 MA0906  USGS QUAD   -  SHEFFIELD (1973)
 MA0906
 MA0906                         *CURRENT SURVEY CONTROL
 MA0906  ___________________________________________________________________
 MA0906* NAD 83(1986)-  41 39 34.     (N)    079 00 45.     (W)     SCALED    
 MA0906* NAVD 88     -       407.261  (meters)    1336.16   (feet)  ADJUSTED  
 MA0906  ___________________________________________________________________
 MA0906  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 MA0906  DYNAMIC HT  -         407.090 (meters)    1335.59  (feet)  COMP
 MA0906  MODELED GRAV-     980,190.3   (mgal)                       NAVD 88
 MA0906
 MA0906  VERT ORDER  -  SECOND    CLASS 0
 MA0906
 MA0906.The horizontal coordinates were scaled from a topographic map and have
 MA0906.an estimated accuracy of +/- 6 seconds.
 MA0906
 MA0906.The orthometric height was determined by differential leveling
 MA0906.and adjusted by the National Geodetic Survey in June 1991..
 MA0906
 MA0906.The geoid height was determined by GEOID03.
 MA0906
 MA0906.The dynamic height is computed by dividing the NAVD 88
 MA0906.geopotential number by the normal gravity value computed on the
 MA0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0906.degrees latitude (g = 980.6199 gals.).
 MA0906
 MA0906.The modeled gravity was interpolated from observed gravity values.
 MA0906
 MA0906;                    North         East    Units  Estimated Accuracy
 MA0906;SPC PA N     -   166,550.      494,850.      MT  (+/- 180 meters Scaled)
 MA0906
 MA0906                          SUPERSEDED SURVEY CONTROL
 MA0906
 MA0906  NGVD 29 (??/??/92)  407.403  (m)         1336.62   (f) ADJ UNCH    2 0
 MA0906
 MA0906.Superseded values are not recommended for survey control.
 MA0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0906.See file dsdata.txt to determine how the superseded data were derived.
 MA0906
 MA0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG654138(NAD 83)
 MA0906_MARKER: Q = CHISELED SQUARE
 MA0906_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0906_SP_SET: ABUTMENT
 MA0906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0906
 MA0906  HISTORY     - Date     Condition        Report By
 MA0906  HISTORY     - UNK      MONUMENTED       USGS
 MA0906  HISTORY     - 1936     GOOD             NGS
 MA0906  HISTORY     - 1936     GOOD             NGS
 MA0906
 MA0906                          STATION DESCRIPTION
 MA0906
 MA0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 MA0906'AT DONALDSON.
 MA0906'AT DONALDSON, WARREN COUNTY, ABOUT 100 YARDS SOUTH OF THE TIONESTA
 MA0906'VALLEY RAILWAY STATION, AT A STEEL GIRDER BRIDGE OVER THE
 MA0906'EAST BRANCH OF TIONESTA CREEK, IN THE TOP OF THE WEST SIDE OF THE
 MA0906'NORTH ABUTMENT, 85 FEET EAST OF A STEEL OVERPASS, 5 FEET WEST
 MA0906'OF THE CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE
 MA0906'TRACK.  A CHISELED SQUARE.  NOTE-- THE TIONESTA VALLEY RAILWAY
 MA0906'HAS BEEN ABANDONED.
 MA0906
 MA0906                          STATION RECOVERY (1936)
 MA0906
 MA0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 MA0906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0629 ***********************************************************************
 MA0629  DESIGNATION -  133.97
 MA0629  PID         -  MA0629
 MA0629  STATE/COUNTY-  PA/MCKEAN
 MA0629  USGS QUAD   -  LEWIS RUN (1983)
 MA0629
 MA0629                         *CURRENT SURVEY CONTROL
 MA0629  ___________________________________________________________________
 MA0629* NAD 83(1986)-  41 49 47.     (N)    078 37 29.     (W)     SCALED    
 MA0629* NAVD 88     -       605.470  (meters)    1986.45   (feet)  ADJUSTED  
 MA0629  ___________________________________________________________________
 MA0629  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 MA0629  DYNAMIC HT  -         605.207 (meters)    1985.58  (feet)  COMP
 MA0629  MODELED GRAV-     980,169.0   (mgal)                       NAVD 88
 MA0629
 MA0629  VERT ORDER  -  SECOND    CLASS 0
 MA0629
 MA0629.The horizontal coordinates were scaled from a topographic map and have
 MA0629.an estimated accuracy of +/- 6 seconds.
 MA0629
 MA0629.The orthometric height was determined by differential leveling
 MA0629.and adjusted by the National Geodetic Survey in June 1991..
 MA0629
 MA0629.The geoid height was determined by GEOID03.
 MA0629
 MA0629.The dynamic height is computed by dividing the NAVD 88
 MA0629.geopotential number by the normal gravity value computed on the
 MA0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0629.degrees latitude (g = 980.6199 gals.).
 MA0629
 MA0629.The modeled gravity was interpolated from observed gravity values.
 MA0629
 MA0629;                    North         East    Units  Estimated Accuracy
 MA0629;SPC PA N     -   185,060.      527,340.      MT  (+/- 180 meters Scaled)
 MA0629
 MA0629                          SUPERSEDED SURVEY CONTROL
 MA0629
 MA0629  NGVD 29 (??/??/92)  605.600  (m)         1986.87   (f) ADJ UNCH    2 0
 MA0629
 MA0629.Superseded values are not recommended for survey control.
 MA0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0629.See file dsdata.txt to determine how the superseded data were derived.
 MA0629
 MA0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG972335(NAD 83)
 MA0629_MARKER: DD = SURVEY DISK
 MA0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0629+STABILITY: SURFACE MOTION
 MA0629
 MA0629  HISTORY     - Date     Condition        Report By
 MA0629  HISTORY     - UNK      MONUMENTED       BORR
 MA0629  HISTORY     - 1967     MARK NOT FOUND   NGS
 MA0629
 MA0629                          STATION DESCRIPTION
 MA0629
 MA0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0629'11 MI S FROM BRADFORD.
 MA0629'ON BENCH MARK POST, 35.0 FEET ON RIGHT, SET BACK OF RAIL REST,
 MA0629'AT STATION 7073+55.0.  A STANDARD B.M. POST.  NOTE-- NO CONCRETE
 MA0629'POST COULD BE FOUND AT THE DESCRIBED LOCATION OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0058 ***********************************************************************
 JV0058  DESIGNATION -  134 PRR
 JV0058  PID         -  JV0058
 JV0058  STATE/COUNTY-  PA/LANCASTER
 JV0058  USGS QUAD   -  HOLTWOOD (1990)
 JV0058
 JV0058                         *CURRENT SURVEY CONTROL
 JV0058  ___________________________________________________________________
 JV0058* NAD 83(1986)-  39 47 30.     (N)    076 15 56.     (W)     SCALED    
 JV0058* NAVD 88     -        40.560  (meters)     133.07   (feet)  ADJUSTED  
 JV0058  ___________________________________________________________________
 JV0058  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 JV0058  DYNAMIC HT  -          40.540 (meters)     133.00  (feet)  COMP
 JV0058  MODELED GRAV-     980,126.8   (mgal)                       NAVD 88
 JV0058
 JV0058  VERT ORDER  -  FIRST     CLASS II
 JV0058
 JV0058.The horizontal coordinates were scaled from a topographic map and have
 JV0058.an estimated accuracy of +/- 6 seconds.
 JV0058
 JV0058.The orthometric height was determined by differential leveling
 JV0058.and adjusted by the National Geodetic Survey in June 1991..
 JV0058
 JV0058.The geoid height was determined by GEOID03.
 JV0058
 JV0058.The dynamic height is computed by dividing the NAVD 88
 JV0058.geopotential number by the normal gravity value computed on the
 JV0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0058.degrees latitude (g = 980.6199 gals.).
 JV0058
 JV0058.The modeled gravity was interpolated from observed gravity values.
 JV0058
 JV0058;                    North         East    Units  Estimated Accuracy
 JV0058;SPC PA S     -    51,960.      727,140.      MT  (+/- 180 meters Scaled)
 JV0058
 JV0058                          SUPERSEDED SURVEY CONTROL
 JV0058
 JV0058  NGVD 29 (??/??/??)   40.814  (m)          133.90   (f) ADJUSTED    1 2
 JV0058
 JV0058.Superseded values are not recommended for survey control.
 JV0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0058.See file dsdata.txt to determine how the superseded data were derived.
 JV0058
 JV0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK916054(NAD 83)
 JV0058_MARKER: B = BOLT
 JV0058_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV0058_SP_SET: BRIDGE
 JV0058_STAMPING: 134 PRR
 JV0058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV0058
 JV0058  HISTORY     - Date     Condition        Report By
 JV0058  HISTORY     - UNK      MONUMENTED       PRR
 JV0058  HISTORY     - 1955     GOOD             CGS
 JV0058
 JV0058                          STATION DESCRIPTION
 JV0058
 JV0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JV0058'4.4 MI SE FROM HOLTWOOD.
 JV0058'ABOUT 4.4 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 JV0058'THE CROSSING OF POWER PLANT ROAD AT HOLTWOOD, ABOUT 0.45 MILE
 JV0058'SOUTHEAST OF MILE POST 21, AT BRIDGE OVER FISHING CREEK, IN THE
 JV0058'TOP AND 41 1/2 FEET NORTHWEST OF SOUTHEAST END OF NORTHEAST STONE
 JV0058'MASONRY HEAD WALL OF ARCH BRIDGE OVER FISHING CREEK, 8 FEET
 JV0058'NORTHEAST OF NORTHEAST RAIL AND ABOUT 1 FOOT BELOW LEVEL OF
 JV0058'TRACK.  NOTE-- STAMPED BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0908 ***********************************************************************
 MA0908  DESIGNATION -  1343.67
 MA0908  PID         -  MA0908
 MA0908  STATE/COUNTY-  PA/WARREN
 MA0908  USGS QUAD   -  SHEFFIELD (1973)
 MA0908
 MA0908                         *CURRENT SURVEY CONTROL
 MA0908  ___________________________________________________________________
 MA0908* NAD 83(1986)-  41 39 01.     (N)    079 00 38.     (W)     SCALED    
 MA0908* NAVD 88     -       409.34   (+/-2cm)    1343.0    (feet)  VERTCON   
 MA0908  ___________________________________________________________________
 MA0908  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 MA0908
 MA0908  VERT ORDER  -  ? (See Below)
 MA0908
 MA0908.The horizontal coordinates were scaled from a topographic map and have
 MA0908.an estimated accuracy of +/- 6 seconds.
 MA0908
 MA0908.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA0908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA0908.The vertical order pertains to the NGVD 29 superseded value.
 MA0908
 MA0908.The geoid height was determined by GEOID03.
 MA0908
 MA0908;                    North         East    Units  Estimated Accuracy
 MA0908;SPC PA N     -   165,530.      495,000.      MT  (+/- 180 meters Scaled)
 MA0908
 MA0908                          SUPERSEDED SURVEY CONTROL
 MA0908
 MA0908  NGVD 29 (??/??/92)  409.481  (m)         1343.44   (f) ADJ UNCH    ?  
 MA0908
 MA0908.Superseded values are not recommended for survey control.
 MA0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0908.See file dsdata.txt to determine how the superseded data were derived.
 MA0908
 MA0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG656128(NAD 83)
 MA0908_MARKER: Q = CHISELED SQUARE
 MA0908_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0908_SP_SET: CULVERT
 MA0908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0908
 MA0908  HISTORY     - Date     Condition        Report By
 MA0908  HISTORY     - UNK      MONUMENTED       USGS
 MA0908  HISTORY     - 1935     GOOD             NGS
 MA0908  HISTORY     - 1936     MARK NOT FOUND   NGS
 MA0908
 MA0908                          STATION DESCRIPTION
 MA0908
 MA0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA0908'0.7 MI S FROM DONALDSON.
 MA0908'ABOUT 0.7 MILE SOUTH ALONG THE TIONESTA VALLEY RAILWAY FROM THE
 MA0908'STATION AT DONALDSON, WARREN COUNTY, 32 FEET NORTH OF HIGHWAY
 MA0908'STATION 1/10, WEST OF THE ROAD, AND ON THE TOP OF A STONE
 MA0908'CULVERT.  A CHISELED SQUARE.  NOTE-- CULVERT HEADWALL DESTROYED.
 MA0908'NOTE-- THE TIONESTA VALLEY RAILWAY HAS BEEN ABANDONED.
 MA0908
 MA0908                          STATION RECOVERY (1936)
 MA0908
 MA0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 MA0908'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0894 ***********************************************************************
 MA0894  DESIGNATION -  1348
 MA0894  PID         -  MA0894
 MA0894  STATE/COUNTY-  PA/WARREN
 MA0894  USGS QUAD   -  SHEFFIELD (1973)
 MA0894
 MA0894                         *CURRENT SURVEY CONTROL
 MA0894  ___________________________________________________________________
 MA0894* NAD 83(1986)-  41 43 31.     (N)    079 03 16.     (W)     SCALED    
 MA0894* NAVD 88     -       410.499  (meters)    1346.78   (feet)  ADJUSTED  
 MA0894  ___________________________________________________________________
 MA0894  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 MA0894  DYNAMIC HT  -         410.329 (meters)    1346.22  (feet)  COMP
 MA0894  MODELED GRAV-     980,196.6   (mgal)                       NAVD 88
 MA0894
 MA0894  VERT ORDER  -  SECOND    CLASS 0
 MA0894
 MA0894.The horizontal coordinates were scaled from a topographic map and have
 MA0894.an estimated accuracy of +/- 6 seconds.
 MA0894
 MA0894.The orthometric height was determined by differential leveling
 MA0894.and adjusted by the National Geodetic Survey in June 1991..
 MA0894
 MA0894.The geoid height was determined by GEOID03.
 MA0894
 MA0894.The dynamic height is computed by dividing the NAVD 88
 MA0894.geopotential number by the normal gravity value computed on the
 MA0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0894.degrees latitude (g = 980.6199 gals.).
 MA0894
 MA0894.The modeled gravity was interpolated from observed gravity values.
 MA0894
 MA0894;                    North         East    Units  Estimated Accuracy
 MA0894;SPC PA N     -   173,910.      491,470.      MT  (+/- 180 meters Scaled)
 MA0894
 MA0894                          SUPERSEDED SURVEY CONTROL
 MA0894
 MA0894  NGVD 29 (??/??/92)  410.647  (m)         1347.26   (f) ADJ UNCH    2 0
 MA0894
 MA0894.Superseded values are not recommended for survey control.
 MA0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0894.See file dsdata.txt to determine how the superseded data were derived.
 MA0894
 MA0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG618211(NAD 83)
 MA0894_MARKER: Q = CHISELED SQUARE
 MA0894_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0894_SP_SET: BRIDGE
 MA0894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0894
 MA0894  HISTORY     - Date     Condition        Report By
 MA0894  HISTORY     - UNK      MONUMENTED       PRR
 MA0894  HISTORY     - 1936     GOOD             NGS
 MA0894  HISTORY     - 1950     MARK NOT FOUND   NGS
 MA0894
 MA0894                          STATION DESCRIPTION
 MA0894
 MA0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 MA0894'2 MI N FROM SHEFFIELD.
 MA0894'ABOUT 2 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA0894'STATION AT SHEFFIELD, WARREN COUNTY, ABOUT 0.1 MILE WEST OF
 MA0894'MILEPOST 211-77, AT BRIDGE 76.90, IN THE TOP OF THE NORTHWEST
 MA0894'WING WALL, 9 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND
 MA0894'ABOUT 2 FEET LOWER THAN THE TRACK.  A CHISELED SQUARE, NEAR THE
 MA0894'LETTERS B.M.
 MA0894
 MA0894                          STATION RECOVERY (1950)
 MA0894
 MA0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MA0894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0168 ***********************************************************************
 KX0168  DESIGNATION -  1351.594
 KX0168  PID         -  KX0168
 KX0168  STATE/COUNTY-  PA/CLEARFIELD
 KX0168  USGS QUAD   -  RAMEY (1993)
 KX0168
 KX0168                         *CURRENT SURVEY CONTROL
 KX0168  ___________________________________________________________________
 KX0168* NAD 83(1986)-  40 47 53.     (N)    078 29 22.     (W)     SCALED    
 KX0168* NAVD 88     -       412.269  (meters)    1352.59   (feet)  ADJUSTED  
 KX0168  ___________________________________________________________________
 KX0168  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KX0168  DYNAMIC HT  -         412.059 (meters)    1351.90  (feet)  COMP
 KX0168  MODELED GRAV-     980,102.1   (mgal)                       NAVD 88
 KX0168
 KX0168  VERT ORDER  -  SECOND    CLASS 0
 KX0168
 KX0168.The horizontal coordinates were scaled from a topographic map and have
 KX0168.an estimated accuracy of +/- 6 seconds.
 KX0168
 KX0168.The orthometric height was determined by differential leveling
 KX0168.and adjusted by the National Geodetic Survey in June 1991..
 KX0168
 KX0168.The geoid height was determined by GEOID03.
 KX0168
 KX0168.The dynamic height is computed by dividing the NAVD 88
 KX0168.geopotential number by the normal gravity value computed on the
 KX0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0168.degrees latitude (g = 980.6199 gals.).
 KX0168
 KX0168.The modeled gravity was interpolated from observed gravity values.
 KX0168
 KX0168;                    North         East    Units  Estimated Accuracy
 KX0168;SPC PA N     -    70,390.      537,600.      MT  (+/- 180 meters Scaled)
 KX0168
 KX0168                          SUPERSEDED SURVEY CONTROL
 KX0168
 KX0168  NGVD 29 (??/??/92)  412.424  (m)         1353.09   (f) ADJ UNCH    2 0
 KX0168
 KX0168.Superseded values are not recommended for survey control.
 KX0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0168.See file dsdata.txt to determine how the superseded data were derived.
 KX0168
 KX0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF117193(NAD 83)
 KX0168_MARKER: Q = CHISELED SQUARE
 KX0168_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0168_SP_SET: CULVERT
 KX0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0168
 KX0168  HISTORY     - Date     Condition        Report By
 KX0168  HISTORY     - UNK      MONUMENTED       NYCRR
 KX0168  HISTORY     - 1934     GOOD             NGS
 KX0168
 KX0168                          STATION DESCRIPTION
 KX0168
 KX0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KX0168'5.1 MI E FROM IRVONA.
 KX0168'5.1 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 KX0168'STATION AT IRVONA, CLEARFIELD COUNTY, 0.9 MILE EAST OF MILEPOST
 KX0168'D 22, AT STATION 112+515, AT A CONCRETE 4-FOOT SPAN ARCH CULVERT,
 KX0168'ON THE TOP OF THE HEADWALL, 14 FEET NORTH OF THE CENTERLINE OF
 KX0168'THE TRACK, AND ABOUT 3-1/2 FEET BELOW THE TOP OF THE RAIL.  A
 KX0168'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0714 ***********************************************************************
 KX0714  DESIGNATION -  1356.502 NYCRR
 KX0714  PID         -  KX0714
 KX0714  STATE/COUNTY-  PA/CLEARFIELD
 KX0714  USGS QUAD   -  IRVONA (1994)
 KX0714
 KX0714                         *CURRENT SURVEY CONTROL
 KX0714  ___________________________________________________________________
 KX0714* NAD 83(1986)-  40 47 02.     (N)    078 30 27.     (W)     SCALED    
 KX0714* NAVD 88     -       413.772  (meters)    1357.52   (feet)  ADJUSTED  
 KX0714  ___________________________________________________________________
 KX0714  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KX0714  DYNAMIC HT  -         413.559 (meters)    1356.82  (feet)  COMP
 KX0714  MODELED GRAV-     980,099.7   (mgal)                       NAVD 88
 KX0714
 KX0714  VERT ORDER  -  SECOND    CLASS 0
 KX0714
 KX0714.The horizontal coordinates were scaled from a topographic map and have
 KX0714.an estimated accuracy of +/- 6 seconds.
 KX0714
 KX0714.The orthometric height was determined by differential leveling
 KX0714.and adjusted by the National Geodetic Survey in June 1991..
 KX0714
 KX0714.The geoid height was determined by GEOID03.
 KX0714
 KX0714.The dynamic height is computed by dividing the NAVD 88
 KX0714.geopotential number by the normal gravity value computed on the
 KX0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0714.degrees latitude (g = 980.6199 gals.).
 KX0714
 KX0714.The modeled gravity was interpolated from observed gravity values.
 KX0714
 KX0714;                    North         East    Units  Estimated Accuracy
 KX0714;SPC PA N     -    68,830.      536,060.      MT  (+/- 180 meters Scaled)
 KX0714
 KX0714                          SUPERSEDED SURVEY CONTROL
 KX0714
 KX0714  NGVD 29 (??/??/92)  413.926  (m)         1358.02   (f) ADJ UNCH    2 0
 KX0714
 KX0714.Superseded values are not recommended for survey control.
 KX0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0714.See file dsdata.txt to determine how the superseded data were derived.
 KX0714
 KX0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF103177(NAD 83)
 KX0714_MARKER: Q = CHISELED SQUARE
 KX0714_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0714_SP_SET: CULVERT
 KX0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0714
 KX0714  HISTORY     - Date     Condition        Report By
 KX0714  HISTORY     - UNK      MONUMENTED       NYCRR
 KX0714  HISTORY     - 1934     GOOD             NGS
 KX0714
 KX0714                          STATION DESCRIPTION
 KX0714
 KX0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KX0714'3.3 MI E FROM IRVONA.
 KX0714'3.3 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 KX0714'STATION AT IRVONA, CLEARFIELD COUNTY, 90 FEET WEST OF MILEPOST
 KX0714'23, AT STATION 121+815, 33 FEET WEST OF A ROAD CROSSING, AT AN
 KX0714'IRON-PIPE CULVERT, ON THE TOP OF THE EAST END OF THE NORTH
 KX0714'HEADWALL, 11-1/2 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND
 KX0714'ABOUT 2 FEET BELOW THE TOP OF THE RAIL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0625 ***********************************************************************
 MA0625  DESIGNATION -  135.85
 MA0625  PID         -  MA0625
 MA0625  STATE/COUNTY-  PA/MCKEAN
 MA0625  USGS QUAD   -  CYCLONE (1981)
 MA0625
 MA0625                         *CURRENT SURVEY CONTROL
 MA0625  ___________________________________________________________________
 MA0625* NAD 83(1986)-  41 48 50.     (N)    078 36 12.     (W)     SCALED    
 MA0625* NAVD 88     -       642.912  (meters)    2109.29   (feet)  ADJUSTED  
 MA0625  ___________________________________________________________________
 MA0625  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 MA0625  DYNAMIC HT  -         642.630 (meters)    2108.36  (feet)  COMP
 MA0625  MODELED GRAV-     980,162.9   (mgal)                       NAVD 88
 MA0625
 MA0625  VERT ORDER  -  SECOND    CLASS 0
 MA0625
 MA0625.The horizontal coordinates were scaled from a topographic map and have
 MA0625.an estimated accuracy of +/- 6 seconds.
 MA0625
 MA0625.The orthometric height was determined by differential leveling
 MA0625.and adjusted by the National Geodetic Survey in June 1991..
 MA0625
 MA0625.The geoid height was determined by GEOID03.
 MA0625
 MA0625.The dynamic height is computed by dividing the NAVD 88
 MA0625.geopotential number by the normal gravity value computed on the
 MA0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0625.degrees latitude (g = 980.6199 gals.).
 MA0625
 MA0625.The modeled gravity was interpolated from observed gravity values.
 MA0625
 MA0625;                    North         East    Units  Estimated Accuracy
 MA0625;SPC PA N     -   183,280.      529,100.      MT  (+/- 180 meters Scaled)
 MA0625
 MA0625                          SUPERSEDED SURVEY CONTROL
 MA0625
 MA0625  NGVD 29 (??/??/92)  643.03   (m)         2109.7    (f) COMPUTED    2 0
 MA0625
 MA0625.Superseded values are not recommended for survey control.
 MA0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0625.See file dsdata.txt to determine how the superseded data were derived.
 MA0625
 MA0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG990318(NAD 83)
 MA0625_MARKER: DD = SURVEY DISK
 MA0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0625+STABILITY: SURFACE MOTION
 MA0625
 MA0625  HISTORY     - Date     Condition        Report By
 MA0625  HISTORY     - UNK      MONUMENTED       BORR
 MA0625  HISTORY     - 1967     MARK NOT FOUND   NGS
 MA0625
 MA0625                          STATION DESCRIPTION
 MA0625
 MA0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0625'0.4 MI S FROM BINGHAM.
 MA0625'ON BENCH MARK POST, 35.0 FEET ON LEFT, JUST SOUTH OF BINGHAM
 MA0625'WATER TANK, AT STATION 7173+92.0.  A STANDARD BM POST.  (REPORTED
 MA0625'UNSTABLE).  NOTE-- NO CONCRETE POST COULD BE FOUND AT THE
 MA0625'DESCRIBED LOCATION OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0240 ***********************************************************************
 MB0240  DESIGNATION -  136
 MB0240  PID         -  MB0240
 MB0240  STATE/COUNTY-  PA/ERIE
 MB0240  USGS QUAD   -  EDINBORO NORTH (1977)
 MB0240
 MB0240                         *CURRENT SURVEY CONTROL
 MB0240  ___________________________________________________________________
 MB0240* NAD 83(1986)-  41 52 35.     (N)    080 08 06.     (W)     SCALED    
 MB0240* NAVD 88     -       367.316  (meters)    1205.10   (feet)  ADJUSTED  
 MB0240  ___________________________________________________________________
 MB0240  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 MB0240  DYNAMIC HT  -         367.168 (meters)    1204.62  (feet)  COMP
 MB0240  MODELED GRAV-     980,211.0   (mgal)                       NAVD 88
 MB0240
 MB0240  VERT ORDER  -  SECOND    CLASS 0
 MB0240
 MB0240.The horizontal coordinates were scaled from a topographic map and have
 MB0240.an estimated accuracy of +/- 6 seconds.
 MB0240
 MB0240.The orthometric height was determined by differential leveling
 MB0240.and adjusted by the National Geodetic Survey in June 1991..
 MB0240
 MB0240.The geoid height was determined by GEOID03.
 MB0240
 MB0240.The dynamic height is computed by dividing the NAVD 88
 MB0240.geopotential number by the normal gravity value computed on the
 MB0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0240.degrees latitude (g = 980.6199 gals.).
 MB0240
 MB0240.The modeled gravity was interpolated from observed gravity values.
 MB0240
 MB0240;                    North         East    Units  Estimated Accuracy
 MB0240;SPC PA N     -   192,600.      402,050.      MT  (+/- 180 meters Scaled)
 MB0240
 MB0240                          SUPERSEDED SURVEY CONTROL
 MB0240
 MB0240  NGVD 29 (??/??/92)  367.492  (m)         1205.68   (f) ADJ UNCH    2 0
 MB0240
 MB0240.Superseded values are not recommended for survey control.
 MB0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0240.See file dsdata.txt to determine how the superseded data were derived.
 MB0240
 MB0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG717364(NAD 83)
 MB0240_MARKER: DD = SURVEY DISK
 MB0240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0240_SP_SET: BRIDGE
 MB0240_STAMPING: 136 BRP USGS 1964
 MB0240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0240
 MB0240  HISTORY     - Date     Condition        Report By
 MB0240  HISTORY     - 1964     MONUMENTED       PADH
 MB0240  HISTORY     - 1967     GOOD             NGS
 MB0240  HISTORY     - 19991218 MARK NOT FOUND   USPSQD
 MB0240  HISTORY     - 20060520 MARK NOT FOUND   USPSQD
 MB0240
 MB0240                          STATION DESCRIPTION
 MB0240
 MB0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MB0240'AT EDINBORO.
 MB0240'AT EDINBORO, 0.2 MILE WEST ALONG U.S. HIGHWAY 6N FROM ITS
 MB0240'JUNCTION WITH STATE HIGHWAY 99 IN EDINBORO, SET IN THE TOP OF
 MB0240'THE NORTHEAST WINGWALL OF A BRIDGE OVER EDINBORO LAKE, 23 FEET
 MB0240'NORTH OF THE CENTERLINE OF HIGHWAY AND IS ABOUT LEVEL WITH THE
 MB0240'HIGHWAY.  NOTE-- PREVIOUSLY DESIGNATED 136 USGS.
 MB0240
 MB0240                          STATION RECOVERY (1999)
 MB0240
 MB0240'RECOVERY NOTE BY US POWER SQUADRON 1999
 MB0240'MARK NOT FOUND.
 MB0240
 MB0240                          STATION RECOVERY (2006)
 MB0240
 MB0240'RECOVERY NOTE BY US POWER SQUADRON 2006 (CW)
 MB0240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0615 ***********************************************************************
 JW0615  DESIGNATION -  1361
 JW0615  PID         -  JW0615
 JW0615  STATE/COUNTY-  PA/SOMERSET
 JW0615  USGS QUAD   -  CONFLUENCE (1994)
 JW0615
 JW0615                         *CURRENT SURVEY CONTROL
 JW0615  ___________________________________________________________________
 JW0615* NAD 83(1986)-  39 46 58.     (N)    079 21 11.     (W)     SCALED    
 JW0615* NAVD 88     -       414.874  (meters)    1361.13   (feet)  ADJUSTED  
 JW0615  ___________________________________________________________________
 JW0615  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 JW0615  DYNAMIC HT  -         414.617 (meters)    1360.29  (feet)  COMP
 JW0615  MODELED GRAV-     979,995.4   (mgal)                       NAVD 88
 JW0615
 JW0615  VERT ORDER  -  SECOND    CLASS 0
 JW0615
 JW0615.The horizontal coordinates were scaled from a topographic map and have
 JW0615.an estimated accuracy of +/- 6 seconds.
 JW0615
 JW0615.The orthometric height was determined by differential leveling
 JW0615.and adjusted by the National Geodetic Survey in June 1991..
 JW0615
 JW0615.The geoid height was determined by GEOID03.
 JW0615
 JW0615.The dynamic height is computed by dividing the NAVD 88
 JW0615.geopotential number by the normal gravity value computed on the
 JW0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0615.degrees latitude (g = 980.6199 gals.).
 JW0615
 JW0615.The modeled gravity was interpolated from observed gravity values.
 JW0615
 JW0615;                    North         East    Units  Estimated Accuracy
 JW0615;SPC PA S     -    51,150.      462,680.      MT  (+/- 180 meters Scaled)
 JW0615
 JW0615                          SUPERSEDED SURVEY CONTROL
 JW0615
 JW0615  NGVD 29 (??/??/92)  415.036  (m)         1361.66   (f) ADJ UNCH    2 0
 JW0615
 JW0615.Superseded values are not recommended for survey control.
 JW0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0615.See file dsdata.txt to determine how the superseded data were derived.
 JW0615
 JW0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE410049(NAD 83)
 JW0615_MARKER: DD = SURVEY DISK
 JW0615_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0615_SP_SET: BUILDING
 JW0615_STAMPING: 1361
 JW0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0615
 JW0615  HISTORY     - Date     Condition        Report By
 JW0615  HISTORY     - UNK      MONUMENTED       USGS
 JW0615  HISTORY     - 1935     GOOD             NGS
 JW0615
 JW0615                          STATION DESCRIPTION
 JW0615
 JW0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0615'3.2 MI S FROM CONFLUENCE.
 JW0615'3.2 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0615'STATION AT CONFLUENCE, SOMERSET COUNTY, NEAR POLE 2+30, 125 FEET
 JW0615'WEST OF THE WEST RAIL, AT THE ALBERT BOLLIN LARGE RED BARN, IN
 JW0615'THE STONE FOUNDATION, 2 FEET EAST OF THE NORTHWEST CORNER, AND 2
 JW0615'FEET ABOVE THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 JW0615'DISK, STAMPED 1361.  NOTE-- AT THE TIME OF THE CONSTRUCTION OF
 JW0615'THE YOUGHIOGHENY RIVER DAM A FEW MILES ABOVE CONFLUENCE, A NUMBER
 JW0615'OF BENCH MARKS ON THIS LINE WERE INUNDATED WHEN THE RESERVOIR WAS
 JW0615'FILLED.  THE ORIGINAL BENCH MARKS WERE NOT REMOVED, BUT NEW MARKS
 JW0615'WERE ESTABLISHED ABOVE THE HIGH-WATER LINE OF THE RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1398 ***********************************************************************
 LZ1398  DESIGNATION -  1363.33
 LZ1398  PID         -  LZ1398
 LZ1398  STATE/COUNTY-  PA/POTTER
 LZ1398  USGS QUAD   -  CONRAD (1983)
 LZ1398
 LZ1398                         *CURRENT SURVEY CONTROL
 LZ1398  ___________________________________________________________________
 LZ1398* NAD 83(1986)-  41 34 39.     (N)    077 54 23.     (W)     SCALED    
 LZ1398* NAVD 88     -       415.551  (meters)    1363.35   (feet)  ADJUSTED  
 LZ1398  ___________________________________________________________________
 LZ1398  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 LZ1398  DYNAMIC HT  -         415.364 (meters)    1362.74  (feet)  COMP
 LZ1398  MODELED GRAV-     980,162.3   (mgal)                       NAVD 88
 LZ1398
 LZ1398  VERT ORDER  -  SECOND    CLASS 0
 LZ1398
 LZ1398.The horizontal coordinates were scaled from a topographic map and have
 LZ1398.an estimated accuracy of +/- 6 seconds.
 LZ1398
 LZ1398.The orthometric height was determined by differential leveling
 LZ1398.and adjusted by the National Geodetic Survey in June 1991..
 LZ1398
 LZ1398.The geoid height was determined by GEOID03.
 LZ1398
 LZ1398.The dynamic height is computed by dividing the NAVD 88
 LZ1398.geopotential number by the normal gravity value computed on the
 LZ1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1398.degrees latitude (g = 980.6199 gals.).
 LZ1398
 LZ1398.The modeled gravity was interpolated from observed gravity values.
 LZ1398
 LZ1398;                    North         East    Units  Estimated Accuracy
 LZ1398;SPC PA N     -   156,690.      586,960.      MT  (+/- 180 meters Scaled)
 LZ1398
 LZ1398                          SUPERSEDED SURVEY CONTROL
 LZ1398
 LZ1398  NGVD 29 (??/??/92)  415.684  (m)         1363.79   (f) ADJ UNCH    2 0
 LZ1398
 LZ1398.Superseded values are not recommended for survey control.
 LZ1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1398.See file dsdata.txt to determine how the superseded data were derived.
 LZ1398
 LZ1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM577069(NAD 83)
 LZ1398_MARKER: X = CHISELED CROSS
 LZ1398_SETTING: 66 = SET IN ROCK OUTCROP
 LZ1398_SP_SET: ROCK LEDGE
 LZ1398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ1398+STABILITY: POSITION/ELEVATION WELL
 LZ1398
 LZ1398  HISTORY     - Date     Condition        Report By
 LZ1398  HISTORY     - UNK      MONUMENTED       BORR
 LZ1398  HISTORY     - 1934     GOOD             NGS
 LZ1398
 LZ1398                          STATION DESCRIPTION
 LZ1398
 LZ1398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1398'2.6 MI W FROM HULL.
 LZ1398'2.6 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM HULL,
 LZ1398'POTTER COUNTY, ABOUT 3,750 FEET EAST OF MILEPOST 117, 14 FEET
 LZ1398'SOUTH OF THE CENTER LINE OF THE TRACK, IN THE FACE OF A STONE
 LZ1398'LEDGE, AND 2 FEET HIGHER THAN THE TOP OF THE RAIL.  A CHISELED
 LZ1398'CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0712 ***********************************************************************
 KX0712  DESIGNATION -  1364.678
 KX0712  PID         -  KX0712
 KX0712  STATE/COUNTY-  PA/CLEARFIELD
 KX0712  USGS QUAD   -  IRVONA (1994)
 KX0712
 KX0712                         *CURRENT SURVEY CONTROL
 KX0712  ___________________________________________________________________
 KX0712* NAD 83(1986)-  40 47 05.     (N)    078 31 43.     (W)     SCALED    
 KX0712* NAVD 88     -       416.267  (meters)    1365.70   (feet)  ADJUSTED  
 KX0712  ___________________________________________________________________
 KX0712  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KX0712  DYNAMIC HT  -         416.054 (meters)    1365.00  (feet)  COMP
 KX0712  MODELED GRAV-     980,100.4   (mgal)                       NAVD 88
 KX0712
 KX0712  VERT ORDER  -  SECOND    CLASS 0
 KX0712
 KX0712.The horizontal coordinates were scaled from a topographic map and have
 KX0712.an estimated accuracy of +/- 6 seconds.
 KX0712
 KX0712.The orthometric height was determined by differential leveling
 KX0712.and adjusted by the National Geodetic Survey in June 1991..
 KX0712
 KX0712.The geoid height was determined by GEOID03.
 KX0712
 KX0712.The dynamic height is computed by dividing the NAVD 88
 KX0712.geopotential number by the normal gravity value computed on the
 KX0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0712.degrees latitude (g = 980.6199 gals.).
 KX0712
 KX0712.The modeled gravity was interpolated from observed gravity values.
 KX0712
 KX0712;                    North         East    Units  Estimated Accuracy
 KX0712;SPC PA N     -    68,930.      534,280.      MT  (+/- 180 meters Scaled)
 KX0712
 KX0712                          SUPERSEDED SURVEY CONTROL
 KX0712
 KX0712  NGVD 29 (??/??/92)  416.423  (m)         1366.21   (f) ADJ UNCH    2 0
 KX0712
 KX0712.Superseded values are not recommended for survey control.
 KX0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0712.See file dsdata.txt to determine how the superseded data were derived.
 KX0712
 KX0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF085177(NAD 83)
 KX0712_MARKER: Q = CHISELED SQUARE
 KX0712_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0712_SP_SET: CULVERT
 KX0712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0712
 KX0712  HISTORY     - Date     Condition        Report By
 KX0712  HISTORY     - UNK      MONUMENTED       NYCRR
 KX0712  HISTORY     - 1934     GOOD             NGS
 KX0712
 KX0712                          STATION DESCRIPTION
 KX0712
 KX0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KX0712'2 MI E FROM IRVONA.
 KX0712'2.0 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 KX0712'STATION AT IRVONA, CLEARFIELD COUNTY, 0.3 MILE WEST OF MILEPOST D
 KX0712'24, AT STATION 128+668, AT A CONCRETE 4-FOOT SPAN ARCH CULVERT,
 KX0712'ON THE TOP OF THE HEADWALL, 12 FEET NORTH OF THE CENTERLINE OF THE
 KX0712'TRACK AND ABOUT 3 FEET BELOW THE TOP OF THE RAIL.  A CHISELED
 KX0712'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1565 ***********************************************************************
 MA1565  DESIGNATION -  1369.49
 MA1565  PID         -  MA1565
 MA1565  STATE/COUNTY-  PA/CRAWFORD
 MA1565  USGS QUAD   -  SPARTANSBURG (1977)
 MA1565
 MA1565                         *CURRENT SURVEY CONTROL
 MA1565  ___________________________________________________________________
 MA1565* NAD 83(1986)-  41 47 06.     (N)    079 42 31.     (W)     SCALED    
 MA1565* NAVD 88     -       417.118  (meters)    1368.49   (feet)  ADJUSTED  
 MA1565  ___________________________________________________________________
 MA1565  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MA1565  DYNAMIC HT  -         416.944 (meters)    1367.92  (feet)  COMP
 MA1565  MODELED GRAV-     980,194.0   (mgal)                       NAVD 88
 MA1565
 MA1565  VERT ORDER  -  SECOND    CLASS 0
 MA1565
 MA1565.The horizontal coordinates were scaled from a topographic map and have
 MA1565.an estimated accuracy of +/- 6 seconds.
 MA1565
 MA1565.The orthometric height was determined by differential leveling
 MA1565.and adjusted by the National Geodetic Survey in June 1991..
 MA1565
 MA1565.The geoid height was determined by GEOID03.
 MA1565
 MA1565.The dynamic height is computed by dividing the NAVD 88
 MA1565.geopotential number by the normal gravity value computed on the
 MA1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1565.degrees latitude (g = 980.6199 gals.).
 MA1565
 MA1565.The modeled gravity was interpolated from observed gravity values.
 MA1565
 MA1565;                    North         East    Units  Estimated Accuracy
 MA1565;SPC PA N     -   181,570.      437,200.      MT  (+/- 180 meters Scaled)
 MA1565
 MA1565                          SUPERSEDED SURVEY CONTROL
 MA1565
 MA1565  NGVD 29 (??/??/92)  417.270  (m)         1368.99   (f) ADJ UNCH    2 0
 MA1565
 MA1565.Superseded values are not recommended for survey control.
 MA1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1565.See file dsdata.txt to determine how the superseded data were derived.
 MA1565
 MA1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG073267(NAD 83)
 MA1565_MARKER: B = BOLT
 MA1565_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1565_SP_SET: BRIDGE
 MA1565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1565
 MA1565  HISTORY     - Date     Condition        Report By
 MA1565  HISTORY     - UNK      MONUMENTED       PRR
 MA1565  HISTORY     - 1935     GOOD             NGS
 MA1565
 MA1565                          STATION DESCRIPTION
 MA1565
 MA1565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1565'3.2 MI S FROM SPARTANSBURG.
 MA1565'3.2 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA1565'AT SPARTANSBURG, CRAWFORD COUNTY, AT BRIDGE 105.42 OVER A CREEK
 MA1565'AND A ROAD, IN THE TOP OF THE NORTHWEST CONCRETE WING WALL, 8
 MA1565'FEET SOUTH OF THE NORTH END, 6 FEET WEST OF THE WEST RAIL, AND
 MA1565'ABOUT ONE-HALF FOOT LOWER THAN THE TRACK.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0235 ***********************************************************************
 MB0235  DESIGNATION -  137
 MB0235  PID         -  MB0235
 MB0235  STATE/COUNTY-  PA/ERIE
 MB0235  USGS QUAD   -  EDINBORO NORTH (1977)
 MB0235
 MB0235                         *CURRENT SURVEY CONTROL
 MB0235  ___________________________________________________________________
 MB0235* NAD 83(1986)-  41 52 47.     (N)    080 12 23.     (W)     SCALED    
 MB0235* NAVD 88     -       408.048  (meters)    1338.74   (feet)  ADJUSTED  
 MB0235  ___________________________________________________________________
 MB0235  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 MB0235  DYNAMIC HT  -         407.887 (meters)    1338.21  (feet)  COMP
 MB0235  MODELED GRAV-     980,216.3   (mgal)                       NAVD 88
 MB0235
 MB0235  VERT ORDER  -  SECOND    CLASS 0
 MB0235
 MB0235.The horizontal coordinates were scaled from a topographic map and have
 MB0235.an estimated accuracy of +/- 6 seconds.
 MB0235
 MB0235.The orthometric height was determined by differential leveling
 MB0235.and adjusted by the National Geodetic Survey in June 1991..
 MB0235
 MB0235.The geoid height was determined by GEOID03.
 MB0235
 MB0235.The dynamic height is computed by dividing the NAVD 88
 MB0235.geopotential number by the normal gravity value computed on the
 MB0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0235.degrees latitude (g = 980.6199 gals.).
 MB0235
 MB0235.The modeled gravity was interpolated from observed gravity values.
 MB0235
 MB0235;                    North         East    Units  Estimated Accuracy
 MB0235;SPC PA N     -   193,140.      396,130.      MT  (+/- 180 meters Scaled)
 MB0235
 MB0235                          SUPERSEDED SURVEY CONTROL
 MB0235
 MB0235  NGVD 29 (??/??/92)  408.225  (m)         1339.32   (f) ADJ UNCH    2 0
 MB0235
 MB0235.Superseded values are not recommended for survey control.
 MB0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0235.See file dsdata.txt to determine how the superseded data were derived.
 MB0235
 MB0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG658367(NAD 83)
 MB0235_MARKER: DD = SURVEY DISK
 MB0235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0235_SP_SET: CULVERT
 MB0235_STAMPING: 137 BRP 1964 1339
 MB0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB0235+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 MB0235
 MB0235  HISTORY     - Date     Condition        Report By
 MB0235  HISTORY     - 1964     MONUMENTED       USGS
 MB0235  HISTORY     - 1967     GOOD             NGS
 MB0235  HISTORY     - 19991218 GOOD             USPSQD
 MB0235  HISTORY     - 20060520 GOOD             USPSQD
 MB0235
 MB0235                          STATION DESCRIPTION
 MB0235
 MB0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MB0235'3.9 MI W FROM EDINBORO.
 MB0235'ABOUT 3.9 MILES WEST ALONG U.S. HIGHWAY 6N FROM ITS JUNCTION
 MB0235'WITH STATE HIGHWAY 99 IN EDINBORO, TO THE MARK SET IN THE V OF A
 MB0235'LARGE L SHAPED HEADWALL OF A CONCRETE CULVERT, 23.0 FEET SOUTH OF
 MB0235'THE CENTERLINE OF THE HIGHWAY, 17.0 FEET WEST OF THE APPROXIMATE
 MB0235'CENTERLINE OF EUREKA ROAD AND IS ABOUT LEVEL WITH THE HIGHWAY.
 MB0235
 MB0235                          STATION RECOVERY (1999)
 MB0235
 MB0235'RECOVERY NOTE BY US POWER SQUADRON 1999
 MB0235'RECOVERED IN GOOD CONDITION.
 MB0235
 MB0235                          STATION RECOVERY (2006)
 MB0235
 MB0235'RECOVERY NOTE BY US POWER SQUADRON 2006 (WR)
 MB0235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0217 ***********************************************************************
 LZ0217  DESIGNATION -  1370
 LZ0217  PID         -  LZ0217
 LZ0217  STATE/COUNTY-  PA/SULLIVAN
 LZ0217  USGS QUAD   -  LAPORTE (1981)
 LZ0217
 LZ0217                         *CURRENT SURVEY CONTROL
 LZ0217  ___________________________________________________________________
 LZ0217* NAD 83(1986)-  41 22 47.     (N)    076 28 29.     (W)     SCALED    
 LZ0217* NAVD 88     -       417.616  (meters)    1370.13   (feet)  ADJUSTED  
 LZ0217  ___________________________________________________________________
 LZ0217  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 LZ0217  DYNAMIC HT  -         417.426 (meters)    1369.51  (feet)  COMP
 LZ0217  MODELED GRAV-     980,154.5   (mgal)                       NAVD 88
 LZ0217
 LZ0217  VERT ORDER  -  SECOND    CLASS 0
 LZ0217
 LZ0217.The horizontal coordinates were scaled from a topographic map and have
 LZ0217.an estimated accuracy of +/- 6 seconds.
 LZ0217
 LZ0217.The orthometric height was determined by differential leveling
 LZ0217.and adjusted by the National Geodetic Survey in June 1991..
 LZ0217
 LZ0217.The geoid height was determined by GEOID03.
 LZ0217
 LZ0217.The dynamic height is computed by dividing the NAVD 88
 LZ0217.geopotential number by the normal gravity value computed on the
 LZ0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0217.degrees latitude (g = 980.6199 gals.).
 LZ0217
 LZ0217.The modeled gravity was interpolated from observed gravity values.
 LZ0217
 LZ0217;                    North         East    Units  Estimated Accuracy
 LZ0217;SPC PA N     -   135,500.      706,670.      MT  (+/- 180 meters Scaled)
 LZ0217
 LZ0217                          SUPERSEDED SURVEY CONTROL
 LZ0217
 LZ0217  NGVD 29 (??/??/92)  417.775  (m)         1370.65   (f) ADJ UNCH    2 0
 LZ0217
 LZ0217.Superseded values are not recommended for survey control.
 LZ0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0217.See file dsdata.txt to determine how the superseded data were derived.
 LZ0217
 LZ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL766819(NAD 83)
 LZ0217_MARKER: Q = CHISELED SQUARE
 LZ0217_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0217_SP_SET: BRIDGE
 LZ0217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0217
 LZ0217  HISTORY     - Date     Condition        Report By
 LZ0217  HISTORY     - UNK      MONUMENTED       USGS
 LZ0217  HISTORY     - 1934     GOOD             NGS
 LZ0217
 LZ0217                          STATION DESCRIPTION
 LZ0217
 LZ0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0217'AT NORDMONT.
 LZ0217'AT NORDMONT, SULLIVAN COUNTY, ON THE ABANDONED WILLIAMSPORT AND
 LZ0217'NORTH BRANCH RAILWAY, AT A 200-FOOT TRESTLE OVER A HIGHWAY AND
 LZ0217'CREEK, AND ON THE TOP OF THE NORTHWEST WING WALL.  A CHISELED
 LZ0217'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0891 ***********************************************************************
 MA0891  DESIGNATION -  1370.69
 MA0891  PID         -  MA0891
 MA0891  STATE/COUNTY-  PA/WARREN
 MA0891  USGS QUAD   -  CLARENDON (1977)
 MA0891
 MA0891                         *CURRENT SURVEY CONTROL
 MA0891  ___________________________________________________________________
 MA0891* NAD 83(1986)-  41 45 28.     (N)    079 04 51.     (W)     SCALED    
 MA0891* NAVD 88     -       417.641  (meters)    1370.21   (feet)  ADJUSTED  
 MA0891  ___________________________________________________________________
 MA0891  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 MA0891  DYNAMIC HT  -         417.470 (meters)    1369.65  (feet)  COMP
 MA0891  MODELED GRAV-     980,199.6   (mgal)                       NAVD 88
 MA0891
 MA0891  VERT ORDER  -  SECOND    CLASS 0
 MA0891
 MA0891.The horizontal coordinates were scaled from a topographic map and have
 MA0891.an estimated accuracy of +/- 6 seconds.
 MA0891
 MA0891.The orthometric height was determined by differential leveling
 MA0891.and adjusted by the National Geodetic Survey in June 1991..
 MA0891
 MA0891.The geoid height was determined by GEOID03.
 MA0891
 MA0891.The dynamic height is computed by dividing the NAVD 88
 MA0891.geopotential number by the normal gravity value computed on the
 MA0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0891.degrees latitude (g = 980.6199 gals.).
 MA0891
 MA0891.The modeled gravity was interpolated from observed gravity values.
 MA0891
 MA0891;                    North         East    Units  Estimated Accuracy
 MA0891;SPC PA N     -   177,550.      489,330.      MT  (+/- 180 meters Scaled)
 MA0891
 MA0891                          SUPERSEDED SURVEY CONTROL
 MA0891
 MA0891  NGVD 29 (??/??/92)  417.790  (m)         1370.70   (f) ADJ UNCH    2 0
 MA0891
 MA0891.Superseded values are not recommended for survey control.
 MA0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0891.See file dsdata.txt to determine how the superseded data were derived.
 MA0891
 MA0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG595246(NAD 83)
 MA0891_MARKER: Q = CHISELED SQUARE
 MA0891_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0891_SP_SET: CULVERT
 MA0891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0891
 MA0891  HISTORY     - Date     Condition        Report By
 MA0891  HISTORY     - UNK      MONUMENTED       USGS
 MA0891  HISTORY     - 1936     GOOD             NGS
 MA0891  HISTORY     - 1936     GOOD             NGS
 MA0891
 MA0891                          STATION DESCRIPTION
 MA0891
 MA0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 MA0891'1.8 MI SE FROM CLARENDON.
 MA0891'ABOUT 1.8 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0891'THE STATION AT CLARENDON, WARREN COUNTY, ABOUT 0.3 MILE EAST OF
 MA0891'MILEPOST 214-74, ON THE TOP OF THE SOUTHEAST CORNER OF A PIPE
 MA0891'CULVERT, 6 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 3
 MA0891'FEET LOWER THAN THE TRACK.  A CHISELED SQUARE.
 MA0891
 MA0891                          STATION RECOVERY (1936)
 MA0891
 MA0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 MA0891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0909 ***********************************************************************
 MA0909  DESIGNATION -  1371.70
 MA0909  PID         -  MA0909
 MA0909  STATE/COUNTY-  PA/WARREN
 MA0909  USGS QUAD   -  LUDLOW (1981)
 MA0909
 MA0909                         *CURRENT SURVEY CONTROL
 MA0909  ___________________________________________________________________
 MA0909* NAD 83(1986)-  41 38 06.     (N)    078 59 47.     (W)     SCALED    
 MA0909* NAVD 88     -       417.952  (meters)    1371.23   (feet)  ADJUSTED  
 MA0909  ___________________________________________________________________
 MA0909  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 MA0909  DYNAMIC HT  -         417.774 (meters)    1370.65  (feet)  COMP
 MA0909  MODELED GRAV-     980,184.7   (mgal)                       NAVD 88
 MA0909
 MA0909  VERT ORDER  -  SECOND    CLASS 0
 MA0909
 MA0909.The horizontal coordinates were scaled from a topographic map and have
 MA0909.an estimated accuracy of +/- 6 seconds.
 MA0909
 MA0909.The orthometric height was determined by differential leveling
 MA0909.and adjusted by the National Geodetic Survey in June 1991..
 MA0909
 MA0909.The geoid height was determined by GEOID03.
 MA0909
 MA0909.The dynamic height is computed by dividing the NAVD 88
 MA0909.geopotential number by the normal gravity value computed on the
 MA0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0909.degrees latitude (g = 980.6199 gals.).
 MA0909
 MA0909.The modeled gravity was interpolated from observed gravity values.
 MA0909
 MA0909;                    North         East    Units  Estimated Accuracy
 MA0909;SPC PA N     -   163,810.      496,160.      MT  (+/- 180 meters Scaled)
 MA0909
 MA0909                          SUPERSEDED SURVEY CONTROL
 MA0909
 MA0909  NGVD 29 (??/??/92)  418.088  (m)         1371.68   (f) ADJ UNCH    2 0
 MA0909
 MA0909.Superseded values are not recommended for survey control.
 MA0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0909.See file dsdata.txt to determine how the superseded data were derived.
 MA0909
 MA0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG668111(NAD 83)
 MA0909_MARKER: Q = CHISELED SQUARE
 MA0909_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0909_SP_SET: ABUTMENT
 MA0909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0909
 MA0909  HISTORY     - Date     Condition        Report By
 MA0909  HISTORY     - UNK      MONUMENTED       USGS
 MA0909  HISTORY     - 1936     GOOD             NGS
 MA0909
 MA0909                          STATION DESCRIPTION
 MA0909
 MA0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 MA0909'1.8 MI N FROM BROOKSTON.
 MA0909'IN WARREN COUNTY, ABOUT 1.8 MILES NORTH ALONG THE TIONESTA
 MA0909'VALLEY RAILWAY FROM THE POST OFFICE AT BROOKSTON, FOREST COUNTY,
 MA0909'AT CHERRY RUN, ABOUT 120 FEET SOUTH OF THE OLD RAILROAD STATION,
 MA0909'AT A STEEL-GRIDER BRIDGE, IN THE TOP OF THE WEST SIDE OF THE
 MA0909'NORTH ABUTMENT, 5 FEET WEST OF THE CENTER LINE OF THE TRACK, AND
 MA0909'ABOUT 1 FOOT LOWER THAN THE TRACK.  A CHISELED SQUARE.
 MA0909'NOTE-- THE TIONESTA VALLEY RAILWAY HAS BEEN ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1436 ***********************************************************************
 LZ1436  DESIGNATION -  1372 HARRISBURG
 LZ1436  PID         -  LZ1436
 LZ1436  STATE/COUNTY-  PA/TIOGA
 LZ1436  USGS QUAD   -  POTTER BROOK (1983)
 LZ1436
 LZ1436                         *CURRENT SURVEY CONTROL
 LZ1436  ___________________________________________________________________
 LZ1436* NAD 83(1986)-  41 55 09.     (N)    077 32 21.     (W)     SCALED    
 LZ1436* NAVD 88     -       418.683  (meters)    1373.63   (feet)  ADJUSTED  
 LZ1436  ___________________________________________________________________
 LZ1436  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 LZ1436  DYNAMIC HT  -         418.517 (meters)    1373.08  (feet)  COMP
 LZ1436  MODELED GRAV-     980,213.8   (mgal)                       NAVD 88
 LZ1436
 LZ1436  VERT ORDER  -  SECOND    CLASS 0
 LZ1436
 LZ1436.The horizontal coordinates were scaled from a topographic map and have
 LZ1436.an estimated accuracy of +/- 6 seconds.
 LZ1436
 LZ1436.The orthometric height was determined by differential leveling
 LZ1436.and adjusted by the National Geodetic Survey in June 1991..
 LZ1436
 LZ1436.The geoid height was determined by GEOID03.
 LZ1436
 LZ1436.The dynamic height is computed by dividing the NAVD 88
 LZ1436.geopotential number by the normal gravity value computed on the
 LZ1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1436.degrees latitude (g = 980.6199 gals.).
 LZ1436
 LZ1436.The modeled gravity was interpolated from observed gravity values.
 LZ1436
 LZ1436;                    North         East    Units  Estimated Accuracy
 LZ1436;SPC PA N     -   194,650.      617,490.      MT  (+/- 180 meters Scaled)
 LZ1436
 LZ1436                          SUPERSEDED SURVEY CONTROL
 LZ1436
 LZ1436  NGVD 29 (??/??/92)  418.822  (m)         1374.09   (f) ADJ UNCH    2 0
 LZ1436
 LZ1436.Superseded values are not recommended for survey control.
 LZ1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1436.See file dsdata.txt to determine how the superseded data were derived.
 LZ1436
 LZ1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM894439(NAD 83)
 LZ1436_MARKER: DD = SURVEY DISK
 LZ1436_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1436_SP_SET: BUILDING
 LZ1436_STAMPING: 1372 HARRISBURG
 LZ1436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1436
 LZ1436  HISTORY     - Date     Condition        Report By
 LZ1436  HISTORY     - UNK      MONUMENTED       USGS
 LZ1436  HISTORY     - 1934     GOOD             NGS
 LZ1436
 LZ1436                          STATION DESCRIPTION
 LZ1436
 LZ1436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1436'AT WESTFIELD.
 LZ1436'AT WESTFIELD, TIOGA COUNTY, ON STATE HIGHWAY 49, AT THE
 LZ1436'INTERSECTION WITH STATE HIGHWAY 349, IN THE NORTHEAST CORNER
 LZ1436'OF THE F.D. STRANG BUILDING, 36 FEET SOUTH OF THE CENTER LINE
 LZ1436'OF STATE HIGHWAY 49, AND 2 FEET HIGHER THAN THE CENTER LINE OF
 LZ1436'STATE HIGHWAY 49.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 LZ1436'DISK, STAMPED 1372 HARRISBURG AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0269 ***********************************************************************
 MB0269  DESIGNATION -  1385
 MB0269  PID         -  MB0269
 MB0269  STATE/COUNTY-  PA/MERCER
 MB0269  USGS QUAD   -  JACKSON CENTER (1970)
 MB0269
 MB0269                         *CURRENT SURVEY CONTROL
 MB0269  ___________________________________________________________________
 MB0269* NAD 83(1986)-  41 19 59.     (N)    080 08 38.     (W)     SCALED    
 MB0269* NAVD 88     -       421.939  (meters)    1384.31   (feet)  ADJUSTED  
 MB0269  ___________________________________________________________________
 MB0269  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 MB0269  DYNAMIC HT  -         421.754 (meters)    1383.70  (feet)  COMP
 MB0269  MODELED GRAV-     980,172.3   (mgal)                       NAVD 88
 MB0269
 MB0269  VERT ORDER  -  SECOND    CLASS 0
 MB0269
 MB0269.The horizontal coordinates were scaled from a topographic map and have
 MB0269.an estimated accuracy of +/- 6 seconds.
 MB0269
 MB0269.The orthometric height was determined by differential leveling
 MB0269.and adjusted by the National Geodetic Survey in June 1991..
 MB0269
 MB0269.The geoid height was determined by GEOID03.
 MB0269
 MB0269.The dynamic height is computed by dividing the NAVD 88
 MB0269.geopotential number by the normal gravity value computed on the
 MB0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0269.degrees latitude (g = 980.6199 gals.).
 MB0269
 MB0269.The modeled gravity was interpolated from observed gravity values.
 MB0269
 MB0269;                    North         East    Units  Estimated Accuracy
 MB0269;SPC PA N     -   132,300.      399,640.      MT  (+/- 180 meters Scaled)
 MB0269
 MB0269                          SUPERSEDED SURVEY CONTROL
 MB0269
 MB0269  NGVD 29 (??/??/92)  422.086  (m)         1384.79   (f) ADJ UNCH    2 0
 MB0269
 MB0269.Superseded values are not recommended for survey control.
 MB0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0269.See file dsdata.txt to determine how the superseded data were derived.
 MB0269
 MB0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF716760(NAD 83)
 MB0269_MARKER: DD = SURVEY DISK
 MB0269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0269_SP_SET: FOUNDATION
 MB0269_STAMPING: 1385 1908
 MB0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0269
 MB0269  HISTORY     - Date     Condition        Report By
 MB0269  HISTORY     - 1908     MONUMENTED       USGS
 MB0269  HISTORY     - 1944     GOOD             NGS
 MB0269
 MB0269                          STATION DESCRIPTION
 MB0269
 MB0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 MB0269'0.5 MI N FROM LYON.
 MB0269'0.5 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MB0269'AT LYONS, 280 FEET EAST OF THE EAST RAIL, AT A CROSSROAD, AT A
 MB0269'SCHOOLHOUSE, IN THE NORTH FACE OF THE FOUNDATION, 1 FOOT EAST
 MB0269'OF THE NORTHWEST CORNER, AND ABOUT 4 FEET ABOVE GROUND.  A
 MB0269'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1385
 MB0269'1908 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0621 ***********************************************************************
 JW0621  DESIGNATION -  1386 C
 JW0621  PID         -  JW0621
 JW0621  STATE/COUNTY-  PA/SOMERSET
 JW0621  USGS QUAD   -  OHIOPYLE (1977)
 JW0621
 JW0621                         *CURRENT SURVEY CONTROL
 JW0621  ___________________________________________________________________
 JW0621* NAD 83(1986)-  39 45 12.     (N)    079 23 53.     (W)     SCALED    
 JW0621* NAVD 88     -       423.417  (meters)    1389.16   (feet)  ADJUSTED  
 JW0621  ___________________________________________________________________
 JW0621  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 JW0621  DYNAMIC HT  -         423.152 (meters)    1388.29  (feet)  COMP
 JW0621  MODELED GRAV-     979,989.3   (mgal)                       NAVD 88
 JW0621
 JW0621  VERT ORDER  -  SECOND    CLASS 0
 JW0621
 JW0621.The horizontal coordinates were scaled from a topographic map and have
 JW0621.an estimated accuracy of +/- 6 seconds.
 JW0621
 JW0621.The orthometric height was determined by differential leveling
 JW0621.and adjusted by the National Geodetic Survey in June 1991..
 JW0621
 JW0621.The geoid height was determined by GEOID03.
 JW0621
 JW0621.The dynamic height is computed by dividing the NAVD 88
 JW0621.geopotential number by the normal gravity value computed on the
 JW0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0621.degrees latitude (g = 980.6199 gals.).
 JW0621
 JW0621.The modeled gravity was interpolated from observed gravity values.
 JW0621
 JW0621;                    North         East    Units  Estimated Accuracy
 JW0621;SPC PA S     -    47,950.      458,770.      MT  (+/- 180 meters Scaled)
 JW0621
 JW0621                          SUPERSEDED SURVEY CONTROL
 JW0621
 JW0621  NGVD 29 (??/??/92)  423.58   (m)         1389.7    (f) COMPUTED    2 0
 JW0621
 JW0621.Superseded values are not recommended for survey control.
 JW0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0621.See file dsdata.txt to determine how the superseded data were derived.
 JW0621
 JW0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE372016(NAD 83)
 JW0621_MARKER: DD = SURVEY DISK
 JW0621_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0621_SP_SET: BUILDING
 JW0621_STAMPING: 1386 C
 JW0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0621
 JW0621  HISTORY     - Date     Condition        Report By
 JW0621  HISTORY     - UNK      MONUMENTED       USGS
 JW0621  HISTORY     - 1935     GOOD             NGS
 JW0621
 JW0621                          STATION DESCRIPTION
 JW0621
 JW0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0621'AT SOMERFIELD.
 JW0621'ALONG BALTIMORE AND OHIO RAILROAD, ON CORNER OF MAIN AND WATER
 JW0621'STREETS, FOUNDATION WALL OF BRICK BUILDING OWNED BY J.W. ENDSLEY,
 JW0621'3 FEET NORTH OF END OF BRIDGE OVER YOUGHIOGHENY RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0782 ***********************************************************************
 MA0782  DESIGNATION -  1386.68
 MA0782  PID         -  MA0782
 MA0782  STATE/COUNTY-  PA/WARREN
 MA0782  USGS QUAD   -  LUDLOW (1981)
 MA0782
 MA0782                         *CURRENT SURVEY CONTROL
 MA0782  ___________________________________________________________________
 MA0782* NAD 83(1986)-  41 37 33.     (N)    078 59 37.     (W)     SCALED    
 MA0782* NAVD 88     -       422.513  (meters)    1386.19   (feet)  ADJUSTED  
 MA0782  ___________________________________________________________________
 MA0782  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 MA0782  DYNAMIC HT  -         422.332 (meters)    1385.60  (feet)  COMP
 MA0782  MODELED GRAV-     980,182.7   (mgal)                       NAVD 88
 MA0782
 MA0782  VERT ORDER  -  SECOND    CLASS 0
 MA0782
 MA0782.The horizontal coordinates were scaled from a topographic map and have
 MA0782.an estimated accuracy of +/- 6 seconds.
 MA0782
 MA0782.The orthometric height was determined by differential leveling
 MA0782.and adjusted by the National Geodetic Survey in June 1991..
 MA0782
 MA0782.The geoid height was determined by GEOID03.
 MA0782
 MA0782.The dynamic height is computed by dividing the NAVD 88
 MA0782.geopotential number by the normal gravity value computed on the
 MA0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0782.degrees latitude (g = 980.6199 gals.).
 MA0782
 MA0782.The modeled gravity was interpolated from observed gravity values.
 MA0782
 MA0782;                    North         East    Units  Estimated Accuracy
 MA0782;SPC PA N     -   162,790.      496,370.      MT  (+/- 180 meters Scaled)
 MA0782
 MA0782                          SUPERSEDED SURVEY CONTROL
 MA0782
 MA0782  NGVD 29 (??/??/92)  422.647  (m)         1386.63   (f) ADJ UNCH    2 0
 MA0782
 MA0782.Superseded values are not recommended for survey control.
 MA0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0782.See file dsdata.txt to determine how the superseded data were derived.
 MA0782
 MA0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG671101(NAD 83)
 MA0782_MARKER: O = CHISELED CIRCLE
 MA0782_SETTING: 80 = SET IN A BOULDER
 MA0782_SP_SET: BOULDER
 MA0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0782+STABILITY: SURFACE MOTION
 MA0782
 MA0782  HISTORY     - Date     Condition        Report By
 MA0782  HISTORY     - UNK      MONUMENTED       USGS
 MA0782  HISTORY     - 1935     GOOD             NGS
 MA0782  HISTORY     - 1936     GOOD             NGS
 MA0782
 MA0782                          STATION DESCRIPTION
 MA0782
 MA0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA0782'1.1 MI N FROM BROOKSTON.
 MA0782'IN WARREN COUNTY, ABOUT 1.1 MILES NORTH ALONG THE TIONESTA VALLEY
 MA0782'RAILWAY FROM THE POST OFFICE AT BROOKSTON, FOREST COUNTY, ABOUT
 MA0782'0.4 MILE SOUTH OF MILEPOST 6, AT THE SOUTH END OF A CURVE,
 MA0782'14 FEET WEST OF THE WEST RAIL, ON THE TOP OF A LARGE FLAT BOULDER,
 MA0782'AND ABOUT LEVEL WITH THE TOP OF THE RAIL.  A CHISELED CIRCLE, PAINTED
 MA0782'USBM 1386.7.
 MA0782
 MA0782                          STATION RECOVERY (1936)
 MA0782
 MA0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 MA0782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1566 ***********************************************************************
 MA1566  DESIGNATION -  1388.60
 MA1566  PID         -  MA1566
 MA1566  STATE/COUNTY-  PA/CRAWFORD
 MA1566  USGS QUAD   -  SPARTANSBURG (1977)
 MA1566
 MA1566                         *CURRENT SURVEY CONTROL
 MA1566  ___________________________________________________________________
 MA1566* NAD 83(1986)-  41 47 40.     (N)    079 42 09.     (W)     SCALED    
 MA1566* NAVD 88     -       422.952  (meters)    1387.63   (feet)  ADJUSTED  
 MA1566  ___________________________________________________________________
 MA1566  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MA1566  DYNAMIC HT  -         422.777 (meters)    1387.06  (feet)  COMP
 MA1566  MODELED GRAV-     980,195.0   (mgal)                       NAVD 88
 MA1566
 MA1566  VERT ORDER  -  SECOND    CLASS 0
 MA1566
 MA1566.The horizontal coordinates were scaled from a topographic map and have
 MA1566.an estimated accuracy of +/- 6 seconds.
 MA1566
 MA1566.The orthometric height was determined by differential leveling
 MA1566.and adjusted by the National Geodetic Survey in June 1991..
 MA1566
 MA1566.The geoid height was determined by GEOID03.
 MA1566
 MA1566.The dynamic height is computed by dividing the NAVD 88
 MA1566.geopotential number by the normal gravity value computed on the
 MA1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1566.degrees latitude (g = 980.6199 gals.).
 MA1566
 MA1566.The modeled gravity was interpolated from observed gravity values.
 MA1566
 MA1566;                    North         East    Units  Estimated Accuracy
 MA1566;SPC PA N     -   182,600.      437,730.      MT  (+/- 180 meters Scaled)
 MA1566
 MA1566                          SUPERSEDED SURVEY CONTROL
 MA1566
 MA1566  NGVD 29 (??/??/92)  423.104  (m)         1388.13   (f) ADJ UNCH    2 0
 MA1566
 MA1566.Superseded values are not recommended for survey control.
 MA1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1566.See file dsdata.txt to determine how the superseded data were derived.
 MA1566
 MA1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG078277(NAD 83)
 MA1566_MARKER: B = BOLT
 MA1566_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1566_SP_SET: BRIDGE COPING
 MA1566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1566
 MA1566  HISTORY     - Date     Condition        Report By
 MA1566  HISTORY     - UNK      MONUMENTED       PRR
 MA1566  HISTORY     - 1935     GOOD             NGS
 MA1566
 MA1566                          STATION DESCRIPTION
 MA1566
 MA1566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1566'2.4 MI S FROM SPARTANSBURG.
 MA1566'2.4 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA1566'AT SPARTANSBURG, CRAWFORD COUNTY, AT BRIDGE 104.62 OVER A
 MA1566'STREAM, IN THE TOP OF THE CENTER OF THE WEST COPING, 5 FEET WEST
 MA1566'OF THE WEST RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A
 MA1566'COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0233 ***********************************************************************
 MB0233  DESIGNATION -  139
 MB0233  PID         -  MB0233
 MB0233  STATE/COUNTY-  PA/ERIE
 MB0233  USGS QUAD   -  EDINBORO NORTH (1977)
 MB0233
 MB0233                         *CURRENT SURVEY CONTROL
 MB0233  ___________________________________________________________________
 MB0233* NAD 83(1986)-  41 52 48.     (N)    080 14 01.     (W)     SCALED    
 MB0233* NAVD 88     -       380.418  (meters)    1248.09   (feet)  ADJUSTED  
 MB0233  ___________________________________________________________________
 MB0233  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 MB0233  DYNAMIC HT  -         380.269 (meters)    1247.60  (feet)  COMP
 MB0233  MODELED GRAV-     980,219.8   (mgal)                       NAVD 88
 MB0233
 MB0233  VERT ORDER  -  SECOND    CLASS 0
 MB0233
 MB0233.The horizontal coordinates were scaled from a topographic map and have
 MB0233.an estimated accuracy of +/- 6 seconds.
 MB0233
 MB0233.The orthometric height was determined by differential leveling
 MB0233.and adjusted by the National Geodetic Survey in June 1991..
 MB0233
 MB0233.The geoid height was determined by GEOID03.
 MB0233
 MB0233.The dynamic height is computed by dividing the NAVD 88
 MB0233.geopotential number by the normal gravity value computed on the
 MB0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0233.degrees latitude (g = 980.6199 gals.).
 MB0233
 MB0233.The modeled gravity was interpolated from observed gravity values.
 MB0233
 MB0233;                    North         East    Units  Estimated Accuracy
 MB0233;SPC PA N     -   193,230.      393,880.      MT  (+/- 180 meters Scaled)
 MB0233
 MB0233                          SUPERSEDED SURVEY CONTROL
 MB0233
 MB0233  NGVD 29 (??/??/92)  380.595  (m)         1248.67   (f) ADJ UNCH    2 0
 MB0233
 MB0233.Superseded values are not recommended for survey control.
 MB0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0233.See file dsdata.txt to determine how the superseded data were derived.
 MB0233
 MB0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG635367(NAD 83)
 MB0233_MARKER: DB = BENCH MARK DISK
 MB0233_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0233_SP_SET: BRIDGE
 MB0233_STAMPING: 139 USGS BRP 1964
 MB0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0233
 MB0233  HISTORY     - Date     Condition        Report By
 MB0233  HISTORY     - 1964     MONUMENTED       PADH
 MB0233  HISTORY     - 1967     GOOD             NGS
 MB0233  HISTORY     - 19991218 MARK NOT FOUND   USPSQD
 MB0233
 MB0233                          STATION DESCRIPTION
 MB0233
 MB0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MB0233'5.4 MI W FROM EDINBORO.
 MB0233'ABOUT 5.35 MILES WEST ALONG U.S. HIGHWAY 6N FROM ITS JUNCTION
 MB0233'WITH STATE HIGHWAY 99 IN EDINBORO, 0.35 MILE WEST OF THE JUNCTION
 MB0233'OF U.S. HIGHWAY 6N AND STATE HIGHWAY 98 AT THE SMALL VILLAGE OF
 MB0233'LAVERY, 17.4 FEET NORTH OF THE CENTERLINE OF HIGHWAY, SET IN THE
 MB0233'TOP OF THE NORTHEAST WINGWALL OF A BRIDGE AND IS ABOUT LEVEL WITH
 MB0233'THE HIGHWAY.  NOTE-- PREVIOUSLY DESIGNATED 139 USGS.
 MB0233
 MB0233                          STATION RECOVERY (1999)
 MB0233
 MB0233'RECOVERY NOTE BY US POWER SQUADRON 1999
 MB0233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1580 ***********************************************************************
 MA1580  DESIGNATION -  1390.16
 MA1580  PID         -  MA1580
 MA1580  STATE/COUNTY-  PA/ERIE
 MA1580  USGS QUAD   -  CORRY (1993)
 MA1580
 MA1580                         *CURRENT SURVEY CONTROL
 MA1580  ___________________________________________________________________
 MA1580* NAD 83(1986)-  41 54 15.     (N)    079 42 44.     (W)     SCALED    
 MA1580* NAVD 88     -       423.423  (meters)    1389.18   (feet)  ADJUSTED  
 MA1580  ___________________________________________________________________
 MA1580  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 MA1580  DYNAMIC HT  -         423.248 (meters)    1388.61  (feet)  COMP
 MA1580  MODELED GRAV-     980,197.7   (mgal)                       NAVD 88
 MA1580
 MA1580  VERT ORDER  -  FIRST     CLASS II
 MA1580
 MA1580.The horizontal coordinates were scaled from a topographic map and have
 MA1580.an estimated accuracy of +/- 6 seconds.
 MA1580
 MA1580.The orthometric height was determined by differential leveling
 MA1580.and adjusted by the National Geodetic Survey in June 1991..
 MA1580.WARNING-Repeat measurements at this control monument indicate possible
 MA1580.vertical movement.
 MA1580
 MA1580.The geoid height was determined by GEOID03.
 MA1580
 MA1580.The dynamic height is computed by dividing the NAVD 88
 MA1580.geopotential number by the normal gravity value computed on the
 MA1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1580.degrees latitude (g = 980.6199 gals.).
 MA1580
 MA1580.The modeled gravity was interpolated from observed gravity values.
 MA1580
 MA1580;                    North         East    Units  Estimated Accuracy
 MA1580;SPC PA N     -   194,810.      437,200.      MT  (+/- 180 meters Scaled)
 MA1580
 MA1580                          SUPERSEDED SURVEY CONTROL
 MA1580
 MA1580  NGVD 29 (??/??/92)  423.58   (m)         1389.7    (f) COMPUTED    1 2
 MA1580
 MA1580.Superseded values are not recommended for survey control.
 MA1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1580.See file dsdata.txt to determine how the superseded data were derived.
 MA1580
 MA1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG068399(NAD 83)
 MA1580_MARKER: B = BOLT
 MA1580_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1580_SP_SET: BRIDGE
 MA1580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1580
 MA1580  HISTORY     - Date     Condition        Report By
 MA1580  HISTORY     - UNK      MONUMENTED       PRR
 MA1580  HISTORY     - 1935     GOOD             NGS
 MA1580  HISTORY     - 1941     GOOD             NGS
 MA1580
 MA1580                          STATION DESCRIPTION
 MA1580
 MA1580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1580'0.5 MI S FROM LOVELL.
 MA1580'0.5 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA1580'AT LOVELL, ERIE COUNTY, AT BRIDGE 95.74, IN THE TOP OF THE
 MA1580'SOUTHWEST CONCRETE WING WALL, PAINTED 1390.2 B.M., 8 FEET WEST
 MA1580'OF THE WEST RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A
 MA1580'COPPER BOLT.
 MA1580
 MA1580                          STATION RECOVERY (1941)
 MA1580
 MA1580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 MA1580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0930 ***********************************************************************
 LZ0930  DESIGNATION -  13.91 PRR
 LZ0930  PID         -  LZ0930
 LZ0930  STATE/COUNTY-  PA/LYCOMING
 LZ0930  USGS QUAD   -  TROUT RUN (1973)
 LZ0930
 LZ0930                         *CURRENT SURVEY CONTROL
 LZ0930  ___________________________________________________________________
 LZ0930* NAD 83(1986)-  41 24 07.     (N)    077 02 30.     (W)     SCALED    
 LZ0930* NAVD 88     -       210.886  (meters)     691.88   (feet)  ADJUSTED  
 LZ0930  ___________________________________________________________________
 LZ0930  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LZ0930  DYNAMIC HT  -         210.795 (meters)     691.58  (feet)  COMP
 LZ0930  MODELED GRAV-     980,184.1   (mgal)                       NAVD 88
 LZ0930
 LZ0930  VERT ORDER  -  FIRST     CLASS II
 LZ0930
 LZ0930.The horizontal coordinates were scaled from a topographic map and have
 LZ0930.an estimated accuracy of +/- 6 seconds.
 LZ0930
 LZ0930.The orthometric height was determined by differential leveling
 LZ0930.and adjusted by the National Geodetic Survey in June 1991..
 LZ0930
 LZ0930.The geoid height was determined by GEOID03.
 LZ0930
 LZ0930.The dynamic height is computed by dividing the NAVD 88
 LZ0930.geopotential number by the normal gravity value computed on the
 LZ0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0930.degrees latitude (g = 980.6199 gals.).
 LZ0930
 LZ0930.The modeled gravity was interpolated from observed gravity values.
 LZ0930
 LZ0930;                    North         East    Units  Estimated Accuracy
 LZ0930;SPC PA N     -   137,430.      659,230.      MT  (+/- 180 meters Scaled)
 LZ0930
 LZ0930                          SUPERSEDED SURVEY CONTROL
 LZ0930
 LZ0930  NGVD 29 (??/??/92)  211.112  (m)          692.62   (f) ADJ UNCH    1 2
 LZ0930
 LZ0930.Superseded values are not recommended for survey control.
 LZ0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0930.See file dsdata.txt to determine how the superseded data were derived.
 LZ0930
 LZ0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL293853(NAD 83)
 LZ0930_MARKER: Z = SEE DESCRIPTION
 LZ0930_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0930_SP_SET: ABUTMENT
 LZ0930_MARK LOGO: PRR   
 LZ0930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0930
 LZ0930  HISTORY     - Date     Condition        Report By
 LZ0930  HISTORY     - UNK      MONUMENTED       PRR
 LZ0930  HISTORY     - 1968     GOOD             NGS
 LZ0930  HISTORY     - 1983     GOOD             NGS
 LZ0930
 LZ0930                          STATION DESCRIPTION
 LZ0930
 LZ0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0930'1.4 MI N FROM TROUT RUN.
 LZ0930'1.4 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM TROUT
 LZ0930'RUN, LYCOMING COUNTY, ABOUT 1,280 FEET SOUTH OF MILEPOST 14,
 LZ0930'AT BRIDGE 13.91, IN THE EAST SIDE OF THE SOUTH ABUTMENT, 6 FEET
 LZ0930'EAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 8 FEET LOWER
 LZ0930'THAN THE TOP OF THE RAIL.  A COPPER PLUG, NEAR THE CARVED LETTERS
 LZ0930'B M 13.
 LZ0930
 LZ0930                          STATION RECOVERY (1983)
 LZ0930
 LZ0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LZ0930'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  2.1 KM
 LZ0930'(1.35 MI) NORTH ALONG OLD RAILROAD BED FROM THE BRIDGE OVER TROUT RUN
 LZ0930'CREEK IN TROUT RUN TO THE MARK ON THE RIGHT, A COPPER PLUG, IN THE
 LZ0930'SOUTHEAST ABUTMENT OF BRIDGE OVER LYCOMING CREEK, 1.8 METERS (6.0 FT)
 LZ0930'EAST OF THE CENTER OF OLD RAILROAD BED.
 LZ0930'THE MARK IS ABOVE LEVEL WITH RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0162 ***********************************************************************
 ND0162  TIDAL BM    -  This is a Tidal Bench Mark.
 ND0162  DESIGNATION -  14
 ND0162  PID         -  ND0162
 ND0162  STATE/COUNTY-  PA/ERIE
 ND0162  USGS QUAD   -  ERIE NORTH (1996)
 ND0162
 ND0162                         *CURRENT SURVEY CONTROL
 ND0162  ___________________________________________________________________
 ND0162* NAD 83(1992)-  42 09 13.44546(N)    080 04 34.25297(W)     ADJUSTED  
 ND0162* NAVD 88     -       175.703  (meters)     576.45   (feet)  ADJUSTED  
 ND0162  ___________________________________________________________________
 ND0162  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 ND0162  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 ND0162  DYNAMIC HT  -         175.641 (meters)     576.25  (feet)  COMP
 ND0162  MODELED GRAV-     980,268.7   (mgal)                       NAVD 88
 ND0162
 ND0162  HORZ ORDER  -  SECOND
 ND0162  VERT ORDER  -  FIRST     CLASS II
 ND0162
 ND0162.The horizontal coordinates were established by classical geodetic methods
 ND0162.and adjusted by the National Geodetic Survey in June 2002..
 ND0162
 ND0162.The orthometric height was determined by differential leveling
 ND0162.and adjusted by the National Geodetic Survey in June 1991..
 ND0162
 ND0162.This Tidal Bench Mark is designated as VM 12810
 ND0162.by the Center for Operational Oceanographic Products and Services.
 ND0162
 ND0162.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0162
 ND0162.The geoid height was determined by GEOID03.
 ND0162
 ND0162.The dynamic height is computed by dividing the NAVD 88
 ND0162.geopotential number by the normal gravity value computed on the
 ND0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0162.degrees latitude (g = 980.6199 gals.).
 ND0162
 ND0162.The modeled gravity was interpolated from observed gravity values.
 ND0162
 ND0162;                    North         East     Units Scale Factor Converg.
 ND0162;SPC PA N     -   223,263.379   407,754.221   MT  1.00003943   -1 32 19.9
 ND0162;SPC PA N     -   732,489.94  1,337,773.64   sFT  1.00003943   -1 32 19.9
 ND0162;UTM  17      - 4,667,258.429   576,324.364   MT  0.99967168   +0 37 12.1
 ND0162
 ND0162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ND0162!SPC PA N     -   0.99997792  x   1.00003943  =   1.00001735
 ND0162!UTM  17      -   0.99997792  x   0.99967168  =   0.99964961
 ND0162
 ND0162|---------------------------------------------------------------------|
 ND0162| PID    Reference Object                     Distance      Geod. Az  |
 ND0162|                                                           dddmmss.s |
 ND0162| ND0189 ERIE USEO 623 1975                  342.087 METERS 06038     |
 ND0162| ND0193 ERIE USEO 2 1975                    199.088 METERS 20620     |
 ND0162| ND0209 ERIE HARBOR LSC 1975                468.533 METERS 2424126.0 |
 ND0162|---------------------------------------------------------------------|
 ND0162
 ND0162                          SUPERSEDED SURVEY CONTROL
 ND0162
 ND0162  NAD 83(1996)-  42 09 13.44725(N)    080 04 34.25305(W) AD(       ) 2
 ND0162  NAD 83(1995)-  42 09 13.44702(N)    080 04 34.25077(W) AD(       ) 2
 ND0162  NAD 83(1986)-  42 09 13.44785(N)    080 04 34.25120(W) AD(       ) 2
 ND0162  NAD 27      -  42 09 13.21400(N)    080 04 34.99522(W) AD(       ) 2
 ND0162  NGVD 29 (06/03/92)  175.881  (m)          577.04   (f) ADJUSTED    1 2
 ND0162
 ND0162.Superseded values are not recommended for survey control.
 ND0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0162.See file dsdata.txt to determine how the superseded data were derived.
 ND0162
 ND0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7632467258(NAD 83)
 ND0162_MARKER: DD = SURVEY DISK
 ND0162_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ND0162_SP_SET: PIER
 ND0162_STAMPING: 14
 ND0162_MARK LOGO: USE   
 ND0162_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ND0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0162
 ND0162  HISTORY     - Date     Condition        Report By
 ND0162  HISTORY     - UNK      MONUMENTED       USE
 ND0162  HISTORY     - 1975     GOOD             USLS
 ND0162  HISTORY     - 1983     GOOD             NGS
 ND0162  HISTORY     - 19940712 GOOD             NOS
 ND0162
 ND0162                          STATION DESCRIPTION
 ND0162
 ND0162'DESCRIBED BY US LAKE SURVEY 1975
 ND0162'NO PREVIOUS DESCRIPTION.  THE STATION IS ON THE NORTH PIER AT
 ND0162'THE ENTRANCE TO ERIE HARBOR.  THE MARK IS A STANDARD BRONZE DISK
 ND0162'STAMPED U.S. HARBOR LINE NO. 14 APPROXIMATELY 4.5 METERS SOUTH
 ND0162'OF THE NORTHERN EDGE OF THE PIER AND ABOUT 4 METERS NORTH OF THE
 ND0162'SOUTHERN EDGE.
 ND0162
 ND0162                          STATION RECOVERY (1983)
 ND0162
 ND0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ND0162'IN PRESQUE ISLE.
 ND0162'ON PRESQUE ISLE, AT THE U.S. COAST GUARD STATION, 35.66 METERS
 ND0162'(117.0 FT) SOUTHWEST OF THE NATIONAL OCEAN SURVEY WATER LEVEL GAGE
 ND0162'WHICH IS AT THE NORTHEAST END OF THE PIER, 8.69 METERS (28.5 FT) EAST
 ND0162'OF THE BASE OF A METAL PIPE MOORING ANCHOR, 3.96 METERS (13.0 FT)
 ND0162'NORTHWEST OF THE SOUTHEAST EDGE OF THE CONCRETE PIER.
 ND0162'THE MARK IS ABOVE LEVEL WITH TOP OF PIER.
 ND0162
 ND0162                          STATION RECOVERY (1994)
 ND0162
 ND0162'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 ND0162'IN ERIE, ON PRESQUE ISLE, AT THE U.S. COAST GUARD STATION, 35.66
 ND0162'METERS (116.99 FT) SOUTHWEST OF THE OLD NATIONAL OCEAN SURVEY WATER
 ND0162'LEVEL GAGE PIPE WHICH IS AT THE NORTHEAST END OF THE PIER, 8.69 METERS
 ND0162'(28.51 FT) EAST OF THE BASE OF A METAL PIPE MOORING ANCHOR, 3.96
 ND0162'METERS (12.99 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE CONCRETE
 ND0162'PIER, BEING A BRONZE DISC SET INTO THE CONCRETE MARKED U.S.  HARBOR
 ND0162'LINE NO.  14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1470 ***********************************************************************
 KX1470  DESIGNATION -  14
 KX1470  PID         -  KX1470
 KX1470  STATE/COUNTY-  PA/ALLEGHENY
 KX1470  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1470
 KX1470                         *CURRENT SURVEY CONTROL
 KX1470  ___________________________________________________________________
 KX1470* NAD 83(1986)-  40 28 43.     (N)    079 57 19.     (W)     SCALED    
 KX1470* NAVD 88     -       230.429  (meters)     756.00   (feet)  ADJUSTED  
 KX1470  ___________________________________________________________________
 KX1470  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 KX1470  DYNAMIC HT  -         230.310 (meters)     755.61  (feet)  COMP
 KX1470  MODELED GRAV-     980,100.0   (mgal)                       NAVD 88
 KX1470
 KX1470  VERT ORDER  -  FIRST     CLASS II
 KX1470
 KX1470.The horizontal coordinates were scaled from a topographic map and have
 KX1470.an estimated accuracy of +/- 6 seconds.
 KX1470
 KX1470.The orthometric height was determined by differential leveling
 KX1470.and adjusted by the National Geodetic Survey in June 1991..
 KX1470
 KX1470.The geoid height was determined by GEOID03.
 KX1470
 KX1470.The dynamic height is computed by dividing the NAVD 88
 KX1470.geopotential number by the normal gravity value computed on the
 KX1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1470.degrees latitude (g = 980.6199 gals.).
 KX1470
 KX1470.The modeled gravity was interpolated from observed gravity values.
 KX1470
 KX1470;                    North         East    Units  Estimated Accuracy
 KX1470;SPC PA S     -   129,500.      413,030.      MT  (+/- 180 meters Scaled)
 KX1470
 KX1470                          SUPERSEDED SURVEY CONTROL
 KX1470
 KX1470  NGVD 29 (??/??/92)  230.596  (m)          756.55   (f) ADJ UNCH    1 2
 KX1470
 KX1470.Superseded values are not recommended for survey control.
 KX1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1470.See file dsdata.txt to determine how the superseded data were derived.
 KX1470
 KX1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE885814(NAD 83)
 KX1470_MARKER: DD = SURVEY DISK
 KX1470_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1470_SP_SET: STEP
 KX1470_STAMPING: 14
 KX1470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1470
 KX1470  HISTORY     - Date     Condition        Report By
 KX1470  HISTORY     - UNK      MONUMENTED       PA6600
 KX1470  HISTORY     - 1941     GOOD             NGS
 KX1470  HISTORY     - 19920401 MARK NOT FOUND   USGS
 KX1470
 KX1470                          STATION DESCRIPTION
 KX1470
 KX1470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1470'AT PITTSBURGH.
 KX1470'AT PITTSBURGH, ALLEGHENY COUNTY, ABOUT 3.3 MILES EAST ALONG
 KX1470'PENN AVENUE AND BUTLER STREET FROM THE PENNSYLVANIA RAILROAD
 KX1470'STATION, ON THE SOUTH SIDE OF BUTLER STREET, IN THE STEP OF THE
 KX1470'THIRD BUILDING EAST OF FIFTY-FIRST STREET, AND 10 FEET SOUTH OF
 KX1470'THE SOUTH CURB.  A DEPARTMENT OF PUBLIC WORKS BRONZE DISK,
 KX1470'STAMPED 14.
 KX1470
 KX1470                          STATION RECOVERY (1992)
 KX1470
 KX1470'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 KX1470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1549 ***********************************************************************
 KX1549  DESIGNATION -  14 A
 KX1549  PID         -  KX1549
 KX1549  STATE/COUNTY-  PA/ALLEGHENY
 KX1549  USGS QUAD   -  NEW KENSINGTON WEST (1993)
 KX1549
 KX1549                         *CURRENT SURVEY CONTROL
 KX1549  ___________________________________________________________________
 KX1549* NAD 83(1986)-  40 32 08.     (N)    079 48 55.     (W)     SCALED    
 KX1549* NAVD 88     -       234.286  (meters)     768.65   (feet)  ADJUSTED  
 KX1549  ___________________________________________________________________
 KX1549  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 KX1549  DYNAMIC HT  -         234.166 (meters)     768.26  (feet)  COMP
 KX1549  MODELED GRAV-     980,108.9   (mgal)                       NAVD 88
 KX1549
 KX1549  VERT ORDER  -  FIRST     CLASS II
 KX1549
 KX1549.The horizontal coordinates were scaled from a topographic map and have
 KX1549.an estimated accuracy of +/- 6 seconds.
 KX1549
 KX1549.The orthometric height was determined by differential leveling
 KX1549.and adjusted by the National Geodetic Survey in June 1991..
 KX1549
 KX1549.The geoid height was determined by GEOID03.
 KX1549
 KX1549.The dynamic height is computed by dividing the NAVD 88
 KX1549.geopotential number by the normal gravity value computed on the
 KX1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1549.degrees latitude (g = 980.6199 gals.).
 KX1549
 KX1549.The modeled gravity was interpolated from observed gravity values.
 KX1549
 KX1549;                    North         East    Units  Estimated Accuracy
 KX1549;SPC PA S     -   135,540.      425,050.      MT  (+/- 180 meters Scaled)
 KX1549
 KX1549                          SUPERSEDED SURVEY CONTROL
 KX1549
 KX1549  NGVD 29 (??/??/92)  234.455  (m)          769.21   (f) ADJ UNCH    1 2
 KX1549
 KX1549.Superseded values are not recommended for survey control.
 KX1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1549.See file dsdata.txt to determine how the superseded data were derived.
 KX1549
 KX1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE003878(NAD 83)
 KX1549_MARKER: Z = SEE DESCRIPTION
 KX1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1549+STABILITY: SURFACE MOTION
 KX1549
 KX1549  HISTORY     - Date     Condition        Report By
 KX1549  HISTORY     - UNK      MONUMENTED       DOD
 KX1549  HISTORY     - 1941     GOOD             NGS
 KX1549
 KX1549                          STATION DESCRIPTION
 KX1549
 KX1549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1549'13.4 MI NE FROM PITTSBURGH.
 KX1549'13.4 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX1549'PITTSBURGH, ALLEGHENY COUNTY, 0.4 MILE UPSTREAM FROM MILEPOST
 KX1549'13, 10 FEET SOUTH OF THE TOP OF THE STEPS LEADING DOWN TO LOCK
 KX1549'AND DAM 3, AND 9.5 FEET LANDWARD OF THE LAND RAIL.  A COPPER
 KX1549'PLUG, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0416 ***********************************************************************
 MB0416  DESIGNATION -  14 DWP
 MB0416  PID         -  MB0416
 MB0416  STATE/COUNTY-  PA/MERCER
 MB0416  USGS QUAD   -  SHARON EAST (1981)
 MB0416
 MB0416                         *CURRENT SURVEY CONTROL
 MB0416  ___________________________________________________________________
 MB0416* NAD 83(1992)-  41 10 59.50041(N)    080 29 31.07146(W)     ADJUSTED  
 MB0416* NAVD 88     -       304.163  (meters)     997.91   (feet)  ADJUSTED  
 MB0416  ___________________________________________________________________
 MB0416  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 MB0416  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 MB0416  DYNAMIC HT  -         304.027 (meters)     997.46  (feet)  COMP
 MB0416  MODELED GRAV-     980,168.6   (mgal)                       NAVD 88
 MB0416
 MB0416  HORZ ORDER  -  SECOND
 MB0416  VERT ORDER  -  SECOND    CLASS 0
 MB0416
 MB0416.The horizontal coordinates were established by classical geodetic methods
 MB0416.and adjusted by the National Geodetic Survey in June 2002..
 MB0416
 MB0416.The orthometric height was determined by differential leveling
 MB0416.and adjusted by the National Geodetic Survey in June 1991..
 MB0416
 MB0416.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB0416
 MB0416.The geoid height was determined by GEOID03.
 MB0416
 MB0416.The dynamic height is computed by dividing the NAVD 88
 MB0416.geopotential number by the normal gravity value computed on the
 MB0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0416.degrees latitude (g = 980.6199 gals.).
 MB0416
 MB0416.The modeled gravity was interpolated from observed gravity values.
 MB0416
 MB0416;                    North         East     Units Scale Factor Converg.
 MB0416;SPC PA N     -   116,530.229   369,990.700   MT  0.99996515   -1 48 50.1
 MB0416;SPC PA N     -   382,316.26  1,213,877.82   sFT  0.99996515   -1 48 50.1
 MB0416;SPC PA S     -   208,980.919   369,971.738   MT  1.00004121   -1 46 44.3
 MB0416;SPC PA S     -   685,631.57  1,213,815.61   sFT  1.00004121   -1 46 44.3
 MB0416;SPC OH N     -   170,343.976   768,453.016   MT  0.99994117   +1 19 09.0
 MB0416;UTM  17      - 4,559,218.107   542,608.136   MT  0.99962234   +0 20 04.3
 MB0416
 MB0416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB0416!SPC PA N     -   0.99995761  x   0.99996515  =   0.99992276
 MB0416!SPC PA S     -   0.99995761  x   1.00004121  =   0.99999881
 MB0416!SPC OH N     -   0.99995761  x   0.99994117  =   0.99989878
 MB0416!UTM  17      -   0.99995761  x   0.99962234  =   0.99957996
 MB0416
 MB0416                          SUPERSEDED SURVEY CONTROL
 MB0416
 MB0416  NAD 83(1995)-  41 10 59.50091(N)    080 29 31.07135(W) AD(       ) 2
 MB0416  NAD 83(1986)-  41 10 59.50570(N)    080 29 31.07431(W) AD(       ) 2
 MB0416  NAD 27      -  41 10 59.30020(N)    080 29 31.82840(W) AD(       ) 2
 MB0416  NGVD 29 (??/??/92)  304.331  (m)          998.46   (f) ADJ UNCH    2 0
 MB0416
 MB0416.Superseded values are not recommended for survey control.
 MB0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0416.See file dsdata.txt to determine how the superseded data were derived.
 MB0416
 MB0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF4260859218(NAD 83)
 MB0416_MARKER: DD = SURVEY DISK
 MB0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0416_STAMPING: TT 14 DWP
 MB0416_MARK LOGO: USGS  
 MB0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0416+STABILITY: SURFACE MOTION
 MB0416
 MB0416  HISTORY     - Date     Condition        Report By
 MB0416  HISTORY     - 1958     MONUMENTED       USGS
 MB0416  HISTORY     - 1958     GOOD             CGS
 MB0416
 MB0416                          STATION DESCRIPTION
 MB0416
 MB0416'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MB0416'SEE STATION MIKE
 MB0416
 MB0416                          STATION RECOVERY (1958)
 MB0416
 MB0416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 MB0416'1.1 MI S FROM WHEATLAND.
 MB0416'ABOUT 1.1 MILES SOUTH ALONG STATE HIGHWAY 718 FROM THE
 MB0416'INTERSECTION OF BROADWAY AND COUNCIL AVENUE IN WHEATLAND.  16.0
 MB0416'FEET SOUTH-SOUTHWEST OF A UTILITY POLE, 19.0 FEET EAST OF
 MB0416'CENTER LINE OF THE HIGHWAY AND 339 FEET SOUTH OF THE CENTER OF A
 MB0416'CROSSROAD.  A U.S. GEOLOGICAL SURVEY BRONZE DISK IN THE TOP OF A
 MB0416'CONCRETE POST PROJECTING 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0506 ***********************************************************************
 JW0506  DESIGNATION -  14 J RESET 1964
 JW0506  PID         -  JW0506
 JW0506  STATE/COUNTY-  PA/BEDFORD
 JW0506  USGS QUAD   -  RAINSBURG (1977)
 JW0506
 JW0506                         *CURRENT SURVEY CONTROL
 JW0506  ___________________________________________________________________
 JW0506* NAD 83(1986)-  39 54 11.     (N)    078 35 49.     (W)     SCALED    
 JW0506* NAVD 88     -       389.729  (meters)    1278.64   (feet)  ADJUSTED  
 JW0506  ___________________________________________________________________
 JW0506  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 JW0506  DYNAMIC HT  -         389.504 (meters)    1277.90  (feet)  COMP
 JW0506  MODELED GRAV-     980,038.4   (mgal)                       NAVD 88
 JW0506
 JW0506  VERT ORDER  -  SECOND    CLASS 0
 JW0506
 JW0506.The horizontal coordinates were scaled from a topographic map and have
 JW0506.an estimated accuracy of +/- 6 seconds.
 JW0506
 JW0506.The orthometric height was determined by differential leveling
 JW0506.and adjusted by the National Geodetic Survey in June 1991..
 JW0506
 JW0506.The geoid height was determined by GEOID03.
 JW0506
 JW0506.The dynamic height is computed by dividing the NAVD 88
 JW0506.geopotential number by the normal gravity value computed on the
 JW0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0506.degrees latitude (g = 980.6199 gals.).
 JW0506
 JW0506.The modeled gravity was interpolated from observed gravity values.
 JW0506
 JW0506;                    North         East    Units  Estimated Accuracy
 JW0506;SPC PA S     -    63,610.      527,580.      MT  (+/- 180 meters Scaled)
 JW0506
 JW0506                          SUPERSEDED SURVEY CONTROL
 JW0506
 JW0506  NGVD 29 (??/??/92)  389.900  (m)         1279.20   (f) ADJ UNCH    2 0
 JW0506
 JW0506.Superseded values are not recommended for survey control.
 JW0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0506.See file dsdata.txt to determine how the superseded data were derived.
 JW0506
 JW0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE054197(NAD 83)
 JW0506_MARKER: DD = SURVEY DISK
 JW0506_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0506_SP_SET: BRIDGE
 JW0506_STAMPING: TT 14 J RESET 1964 1926
 JW0506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0506
 JW0506  HISTORY     - Date     Condition        Report By
 JW0506  HISTORY     - 1926     MONUMENTED       USGS
 JW0506  HISTORY     - 1967     GOOD             NGS
 JW0506
 JW0506                          STATION DESCRIPTION
 JW0506
 JW0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JW0506'10.3 MI S FROM BEDFORD.
 JW0506'ABOUT 10.3 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE JUNCTION
 JW0506'OF U.S. HIGHWAY 220 AND 30 (PITT STREET), SET IN THE SOUTHEAST
 JW0506'WINGWALL OF A BRIDGE, 26.0 FEET EAST OF THE CENTERLINE OF
 JW0506'HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1550 ***********************************************************************
 KX1550  DESIGNATION -  14 L
 KX1550  PID         -  KX1550
 KX1550  STATE/COUNTY-  PA/ALLEGHENY
 KX1550  USGS QUAD   -  NEW KENSINGTON WEST (1993)
 KX1550
 KX1550                         *CURRENT SURVEY CONTROL
 KX1550  ___________________________________________________________________
 KX1550* NAD 83(1986)-  40 32 05.     (N)    079 49 22.     (W)     SCALED    
 KX1550* NAVD 88     -       234.959  (meters)     770.86   (feet)  ADJUSTED  
 KX1550  ___________________________________________________________________
 KX1550  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 KX1550  DYNAMIC HT  -         234.839 (meters)     770.47  (feet)  COMP
 KX1550  MODELED GRAV-     980,109.7   (mgal)                       NAVD 88
 KX1550
 KX1550  VERT ORDER  -  FIRST     CLASS II
 KX1550
 KX1550.The horizontal coordinates were scaled from a topographic map and have
 KX1550.an estimated accuracy of +/- 6 seconds.
 KX1550
 KX1550.The orthometric height was determined by differential leveling
 KX1550.and adjusted by the National Geodetic Survey in June 1991..
 KX1550
 KX1550.The geoid height was determined by GEOID03.
 KX1550
 KX1550.The dynamic height is computed by dividing the NAVD 88
 KX1550.geopotential number by the normal gravity value computed on the
 KX1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1550.degrees latitude (g = 980.6199 gals.).
 KX1550
 KX1550.The modeled gravity was interpolated from observed gravity values.
 KX1550
 KX1550;                    North         East    Units  Estimated Accuracy
 KX1550;SPC PA S     -   135,460.      424,410.      MT  (+/- 180 meters Scaled)
 KX1550
 KX1550                          SUPERSEDED SURVEY CONTROL
 KX1550
 KX1550  NGVD 29 (??/??/92)  235.129  (m)          771.42   (f) ADJ UNCH    1 2
 KX1550
 KX1550.Superseded values are not recommended for survey control.
 KX1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1550.See file dsdata.txt to determine how the superseded data were derived.
 KX1550
 KX1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE997877(NAD 83)
 KX1550_MARKER: Z = SEE DESCRIPTION
 KX1550_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1550_SP_SET: BRIDGE
 KX1550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1550
 KX1550  HISTORY     - Date     Condition        Report By
 KX1550  HISTORY     - UNK      MONUMENTED       DOD
 KX1550  HISTORY     - 1941     GOOD             NGS
 KX1550
 KX1550                          STATION DESCRIPTION
 KX1550
 KX1550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1550'13 MI NE FROM PITTSBURGH.
 KX1550'13.0 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX1550'PITTSBURGH, ALLEGHENY COUNTY, 52 FEET DOWNSTREAM FROM THE
 KX1550'SIGNPOST AT BLACKS RUN, 430 FEET DOWNSTREAM FROM A POINT
 KX1550'DIRECTLY BENEATH THE DOWNSTREAM EDGE OF THE BESSEMER RAILROAD
 KX1550'BRIDGE AT MILEPOST 13, 5.7 FEET RIVERWARD OF THE RIVER RAIL, AND
 KX1550'2.5 FEET LOWER THAN THE TOP OF THE RAIL.  A BRASS PLATE MARKED
 KX1550'USED HARBOR LINES NO 53.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0952 ***********************************************************************
 KW0952  DESIGNATION -  14 PRR
 KW0952  PID         -  KW0952
 KW0952  STATE/COUNTY-  PA/DAUPHIN
 KW0952  USGS QUAD   -  HALIFAX (1977)
 KW0952
 KW0952                         *CURRENT SURVEY CONTROL
 KW0952  ___________________________________________________________________
 KW0952* NAD 83(1986)-  40 27 10.     (N)    076 56 55.     (W)     SCALED    
 KW0952* NAVD 88     -       115.058  (meters)     377.49   (feet)  ADJUSTED  
 KW0952  ___________________________________________________________________
 KW0952  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KW0952  DYNAMIC HT  -         115.003 (meters)     377.31  (feet)  COMP
 KW0952  MODELED GRAV-     980,139.9   (mgal)                       NAVD 88
 KW0952
 KW0952  VERT ORDER  -  FIRST     CLASS II
 KW0952
 KW0952.The horizontal coordinates were scaled from a topographic map and have
 KW0952.an estimated accuracy of +/- 6 seconds.
 KW0952
 KW0952.The orthometric height was determined by differential leveling
 KW0952.and adjusted by the National Geodetic Survey in June 1991..
 KW0952
 KW0952.The geoid height was determined by GEOID03.
 KW0952
 KW0952.The dynamic height is computed by dividing the NAVD 88
 KW0952.geopotential number by the normal gravity value computed on the
 KW0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0952.degrees latitude (g = 980.6199 gals.).
 KW0952
 KW0952.The modeled gravity was interpolated from observed gravity values.
 KW0952
 KW0952;                    North         East    Units  Estimated Accuracy
 KW0952;SPC PA S     -   124,610.      667,980.      MT  (+/- 180 meters Scaled)
 KW0952
 KW0952                          SUPERSEDED SURVEY CONTROL
 KW0952
 KW0952  NGVD 29 (??/??/??)  115.281  (m)          378.22   (f) ADJUSTED    1 2
 KW0952
 KW0952.Superseded values are not recommended for survey control.
 KW0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0952.See file dsdata.txt to determine how the superseded data were derived.
 KW0952
 KW0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK347798(NAD 83)
 KW0952_MARKER: Q = CHISELED SQUARE
 KW0952_SETTING: 66 = SET IN ROCK OUTCROP
 KW0952_SP_SET: ROCK LEDGE
 KW0952_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW0952+STABILITY: POSITION/ELEVATION WELL
 KW0952
 KW0952  HISTORY     - Date     Condition        Report By
 KW0952  HISTORY     - UNK      MONUMENTED       PRR
 KW0952  HISTORY     - 1941     GOOD             CGS
 KW0952
 KW0952                          STATION DESCRIPTION
 KW0952
 KW0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW0952'1.5 MI SW FROM HALIFAX.
 KW0952'ABOUT 1.5 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW0952'THE STATION AT HALIFAX, DAUPHIN COUNTY, 6.6 FEET NORTHEAST OF
 KW0952'MILEPOST 105, AT A CUT, ON A ROCK LEDGE, 64.3 FEET SOUTHWEST OF
 KW0952'THE SOUTHWEST END OF A CULVERT, 8.4 FEET SOUTHEAST OF THE
 KW0952'SOUTHEAST RAIL OF THE NORTH-BOUND TRACK, AND ABOUT 0.5 FOOT
 KW0952'HIGHER THAN THE TRACK.  AN OUTLINED SQUARE, MARKED BM 14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1412 ***********************************************************************
 KW1412  DESIGNATION -  14 PRR
 KW1412  PID         -  KW1412
 KW1412  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW1412  USGS QUAD   -  NORTHUMBERLAND (1994)
 KW1412
 KW1412                         *CURRENT SURVEY CONTROL
 KW1412  ___________________________________________________________________
 KW1412* NAD 83(1986)-  40 58 53.     (N)    076 51 30.     (W)     SCALED    
 KW1412* NAVD 88     -       141.056  (meters)     462.78   (feet)  ADJUSTED  
 KW1412  ___________________________________________________________________
 KW1412  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 KW1412  DYNAMIC HT  -         140.995 (meters)     462.58  (feet)  COMP
 KW1412  MODELED GRAV-     980,188.9   (mgal)                       NAVD 88
 KW1412
 KW1412  VERT ORDER  -  FIRST     CLASS II
 KW1412
 KW1412.The horizontal coordinates were scaled from a topographic map and have
 KW1412.an estimated accuracy of +/- 6 seconds.
 KW1412
 KW1412.The orthometric height was determined by differential leveling
 KW1412.and adjusted by the National Geodetic Survey in June 1991..
 KW1412
 KW1412.The geoid height was determined by GEOID03.
 KW1412
 KW1412.The dynamic height is computed by dividing the NAVD 88
 KW1412.geopotential number by the normal gravity value computed on the
 KW1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1412.degrees latitude (g = 980.6199 gals.).
 KW1412
 KW1412.The modeled gravity was interpolated from observed gravity values.
 KW1412
 KW1412;                    North         East    Units  Estimated Accuracy
 KW1412;SPC PA N     -    90,860.      675,040.      MT  (+/- 180 meters Scaled)
 KW1412
 KW1412                          SUPERSEDED SURVEY CONTROL
 KW1412
 KW1412  NGVD 29 (??/??/??)  141.285  (m)          463.53   (f) ADJUSTED    1 2
 KW1412
 KW1412.Superseded values are not recommended for survey control.
 KW1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1412.See file dsdata.txt to determine how the superseded data were derived.
 KW1412
 KW1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL436383(NAD 83)
 KW1412_MARKER: Q = CHISELED SQUARE
 KW1412_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1412_SP_SET: CULVERT
 KW1412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1412
 KW1412  HISTORY     - Date     Condition        Report By
 KW1412  HISTORY     - UNK      MONUMENTED       PRR
 KW1412  HISTORY     - 1941     GOOD             CGS
 KW1412
 KW1412                          STATION DESCRIPTION
 KW1412
 KW1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1412'2.7 MI S FROM MILTON.
 KW1412'2.7 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KW1412'AT MILTON, AT A 30- BY 30-INCH STONE BOX CULERT, ON THE EAST
 KW1412'HEADWALL, ON THE THIRD COURSE OF STONE BELOW THE TOP, 6.6 FEET
 KW1412'SOUTH OF THE NORTH END, AND 10.8 FEET EAST OF THE EAST RAIL.
 KW1412'A CHISELED SQUARE MARKED BM 14.  NOTE-- IT IS NECESSARY TO MOVE
 KW1412'THE CAPSTONE BEFORE A ROD CAN BE PLACED ON THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1022 ***********************************************************************
 KV1022  DESIGNATION -  14 PRR=33.91 RRCB
 KV1022  PID         -  KV1022
 KV1022  STATE/COUNTY-  PA/BUCKS
 KV1022  USGS QUAD   -  LANGHORNE (1993)
 KV1022
 KV1022                         *CURRENT SURVEY CONTROL
 KV1022  ___________________________________________________________________
 KV1022* NAD 83(1986)-  40 10 06.     (N)    074 59 18.     (W)     SCALED    
 KV1022* NAVD 88     -        42.363  (meters)     138.99   (feet)  ADJUSTED  
 KV1022  ___________________________________________________________________
 KV1022  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KV1022  DYNAMIC HT  -          42.344 (meters)     138.92  (feet)  COMP
 KV1022  MODELED GRAV-     980,167.0   (mgal)                       NAVD 88
 KV1022
 KV1022  VERT ORDER  -  SECOND    CLASS 0
 KV1022
 KV1022.The horizontal coordinates were scaled from a topographic map and have
 KV1022.an estimated accuracy of +/- 6 seconds.
 KV1022
 KV1022.The orthometric height was determined by differential leveling
 KV1022.and adjusted by the National Geodetic Survey in June 1991..
 KV1022
 KV1022.The geoid height was determined by GEOID03.
 KV1022
 KV1022.The dynamic height is computed by dividing the NAVD 88
 KV1022.geopotential number by the normal gravity value computed on the
 KV1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1022.degrees latitude (g = 980.6199 gals.).
 KV1022
 KV1022.The modeled gravity was interpolated from observed gravity values.
 KV1022
 KV1022;                    North         East    Units  Estimated Accuracy
 KV1022;SPC PA S     -    96,390.      835,200.      MT  (+/- 180 meters Scaled)
 KV1022
 KV1022                          SUPERSEDED SURVEY CONTROL
 KV1022
 KV1022  NGVD 29 (??/??/??)   42.671  (m)          140.00   (f) ADJUSTED    2 0
 KV1022
 KV1022.Superseded values are not recommended for survey control.
 KV1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1022.See file dsdata.txt to determine how the superseded data were derived.
 KV1022
 KV1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK009464(NAD 83)
 KV1022_MARKER: B = BOLT
 KV1022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1022_SP_SET: OVERPASS
 KV1022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1022
 KV1022  HISTORY     - Date     Condition        Report By
 KV1022  HISTORY     - 1935     MONUMENTED       PRR
 KV1022  HISTORY     - 1956     GOOD             CGS
 KV1022
 KV1022                          STATION DESCRIPTION
 KV1022
 KV1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1022'12.6 MI W FROM MORRISVILLE.
 KV1022'12.6 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV1022'STATION AT MORRISVILLE,AT A CONCRETE OVERPASS OVER COUNTY
 KV1022'ROAD NO. 532, ON TOP OF THE NORTHWEST CONCRETE WINGWALL OF THE
 KV1022'OVERPASS, 8 FEET NORTH OF THE NORTH RAIL AND 4 FEET LOWER THANT
 KV1022'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0770 ***********************************************************************
 JU0770  DESIGNATION -  14 USE
 JU0770  PID         -  JU0770
 JU0770  STATE/COUNTY-  PA/DELAWARE
 JU0770  USGS QUAD   -  BRIDGEPORT (1995)
 JU0770
 JU0770                         *CURRENT SURVEY CONTROL
 JU0770  ___________________________________________________________________
 JU0770* NAD 83(1986)-  39 51 14.     (N)    075 20 48.     (W)     SCALED    
 JU0770* NAVD 88     -         4.761  (meters)      15.62   (feet)  ADJUSTED  
 JU0770  ___________________________________________________________________
 JU0770  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU0770  DYNAMIC HT  -           4.759 (meters)      15.61  (feet)  COMP
 JU0770  MODELED GRAV-     980,171.9   (mgal)                       NAVD 88
 JU0770
 JU0770  VERT ORDER  -  FIRST     CLASS II
 JU0770
 JU0770.The horizontal coordinates were scaled from a topographic map and have
 JU0770.an estimated accuracy of +/- 6 seconds.
 JU0770
 JU0770.The orthometric height was determined by differential leveling
 JU0770.and adjusted by the National Geodetic Survey in June 1991..
 JU0770
 JU0770.The geoid height was determined by GEOID03.
 JU0770
 JU0770.The dynamic height is computed by dividing the NAVD 88
 JU0770.geopotential number by the normal gravity value computed on the
 JU0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0770.degrees latitude (g = 980.6199 gals.).
 JU0770
 JU0770.The modeled gravity was interpolated from observed gravity values.
 JU0770
 JU0770;                    North         East    Units  Estimated Accuracy
 JU0770;SPC PA S     -    60,600.      805,640.      MT  (+/- 180 meters Scaled)
 JU0770
 JU0770                          SUPERSEDED SURVEY CONTROL
 JU0770
 JU0770  NGVD 29 (??/??/??)    5.060  (m)           16.60   (f) ADJUSTED    1 2
 JU0770
 JU0770.Superseded values are not recommended for survey control.
 JU0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0770.See file dsdata.txt to determine how the superseded data were derived.
 JU0770
 JU0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK703115(NAD 83)
 JU0770_MARKER: Z = SEE DESCRIPTION
 JU0770_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0770_SP_SET: STONE ABUTMENT
 JU0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0770
 JU0770  HISTORY     - Date     Condition        Report By
 JU0770  HISTORY     - UNK      MONUMENTED       DOD
 JU0770  HISTORY     - 1963     MARK NOT FOUND   CGS
 JU0770  HISTORY     - 19981031 MARK NOT FOUND   USPSQD
 JU0770
 JU0770                          STATION DESCRIPTION
 JU0770
 JU0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0770'0.9 MI NE FROM CHESTER.
 JU0770'0.9 MILE NORTHEAST ALONG THE READING RAILWAY FROM CHESTER,
 JU0770'DELAWARE COUNTY, AT THE NORTHEAST END OF THE BRIDGE OVER RIDLEY
 JU0770'CREEK, AND ON THE TOP OF THE STONE ABUTMENT.  AN UNMARKED POINT ON
 JU0770'THE SOUTH CORNER OF THE ABUTMENT.
 JU0770
 JU0770                          STATION RECOVERY (1998)
 JU0770
 JU0770'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU0770'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0640 ***********************************************************************
 LY0640  DESIGNATION -  140 FAD
 LY0640  PID         -  LY0640
 LY0640  STATE/COUNTY-  PA/PIKE
 LY0640  USGS QUAD   -  MILFORD (1995)
 LY0640
 LY0640                         *CURRENT SURVEY CONTROL
 LY0640  ___________________________________________________________________
 LY0640* NAD 83(1986)-  41 19 42.     (N)    074 51 39.     (W)     SCALED    
 LY0640* NAVD 88     -       356.269  (meters)    1168.86   (feet)  ADJUSTED  
 LY0640  ___________________________________________________________________
 LY0640  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LY0640  DYNAMIC HT  -         356.113 (meters)    1168.35  (feet)  COMP
 LY0640  MODELED GRAV-     980,175.9   (mgal)                       NAVD 88
 LY0640
 LY0640  VERT ORDER  -  SECOND    CLASS 0
 LY0640
 LY0640.The horizontal coordinates were scaled from a topographic map and have
 LY0640.an estimated accuracy of +/- 6 seconds.
 LY0640
 LY0640.The orthometric height was determined by differential leveling
 LY0640.and adjusted by the National Geodetic Survey in June 1991..
 LY0640
 LY0640.The geoid height was determined by GEOID03.
 LY0640
 LY0640.The dynamic height is computed by dividing the NAVD 88
 LY0640.geopotential number by the normal gravity value computed on the
 LY0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0640.degrees latitude (g = 980.6199 gals.).
 LY0640
 LY0640.The modeled gravity was interpolated from observed gravity values.
 LY0640
 LY0640;                    North         East    Units  Estimated Accuracy
 LY0640;SPC PA N     -   133,040.      841,820.      MT  (+/- 180 meters Scaled)
 LY0640
 LY0640                          SUPERSEDED SURVEY CONTROL
 LY0640
 LY0640  NGVD 29 (??/??/92)  356.444  (m)         1169.43   (f) ADJ UNCH    2 0
 LY0640
 LY0640.Superseded values are not recommended for survey control.
 LY0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0640.See file dsdata.txt to determine how the superseded data were derived.
 LY0640
 LY0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL116752(NAD 83)
 LY0640_MARKER: DB = BENCH MARK DISK
 LY0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0640_STAMPING: 140 FAD 1957 1169
 LY0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0640+STABILITY: SURFACE MOTION
 LY0640
 LY0640  HISTORY     - Date     Condition        Report By
 LY0640  HISTORY     - 1957     MONUMENTED       USGS
 LY0640  HISTORY     - 1959     GOOD             NGS
 LY0640
 LY0640                          STATION DESCRIPTION
 LY0640
 LY0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LY0640'7.2 MI NW FROM MILFORD.
 LY0640'0.20 MILE SOUTH WEST ALONG U.S. 6 (HIGH ST.) FROM THE COURT HOUSE
 LY0640'IN MILFORD THENCE 4.85 MILE NORTH WEST ALONG U.S. 6 (HARTFORD ST.)
 LY0640'THENCE 0.10 MILE SOUTH WEST ON A BLACKTOP ROAD THENCE 2.00 MILE
 LY0640'SOUTH ON BLACKTOP ROAD, 3 FEET FROM A TELEPHONE POLE, 15 FEET
 LY0640'SOUTH WEST OF THE CENTERLINE OF THE ROAD, 39 FEET EAST OF THE
 LY0640'JUNCTION OF THE BLACKTOP ROAD AND A LANE NORTH, 54 FEET SOUTH
 LY0640'EAST OF A ROAD SOUTH TO A FARM HOUSE, ABOUT LEVEL WITH ROAD,
 LY0640'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0479 ***********************************************************************
 MA0479  DESIGNATION -  1403.58
 MA0479  PID         -  MA0479
 MA0479  STATE/COUNTY-  PA/ELK
 MA0479  USGS QUAD   -  RIDGWAY (1988)
 MA0479
 MA0479                         *CURRENT SURVEY CONTROL
 MA0479  ___________________________________________________________________
 MA0479* NAD 83(1986)-  41 25 55.     (N)    078 43 00.     (W)     SCALED    
 MA0479* NAVD 88     -       427.651  (meters)    1403.05   (feet)  ADJUSTED  
 MA0479  ___________________________________________________________________
 MA0479  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 MA0479  DYNAMIC HT  -         427.463 (meters)    1402.43  (feet)  COMP
 MA0479  MODELED GRAV-     980,171.0   (mgal)                       NAVD 88
 MA0479
 MA0479  VERT ORDER  -  SECOND    CLASS 0
 MA0479
 MA0479.The horizontal coordinates were scaled from a topographic map and have
 MA0479.an estimated accuracy of +/- 6 seconds.
 MA0479
 MA0479.The orthometric height was determined by differential leveling
 MA0479.and adjusted by the National Geodetic Survey in June 1991..
 MA0479
 MA0479.The geoid height was determined by GEOID03.
 MA0479
 MA0479.The dynamic height is computed by dividing the NAVD 88
 MA0479.geopotential number by the normal gravity value computed on the
 MA0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0479.degrees latitude (g = 980.6199 gals.).
 MA0479
 MA0479.The modeled gravity was interpolated from observed gravity values.
 MA0479
 MA0479;                    North         East    Units  Estimated Accuracy
 MA0479;SPC PA N     -   140,970.      519,210.      MT  (+/- 180 meters Scaled)
 MA0479
 MA0479                          SUPERSEDED SURVEY CONTROL
 MA0479
 MA0479  NGVD 29 (??/??/92)  427.806  (m)         1403.56   (f) ADJ UNCH    2 0
 MA0479
 MA0479.Superseded values are not recommended for survey control.
 MA0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0479.See file dsdata.txt to determine how the superseded data were derived.
 MA0479
 MA0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF907892(NAD 83)
 MA0479_MARKER: Z = SEE DESCRIPTION
 MA0479_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0479_SP_SET: BRIDGE SEAT
 MA0479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MA0479+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2005
 MA0479
 MA0479  HISTORY     - Date     Condition        Report By
 MA0479  HISTORY     - UNK      MONUMENTED       PRR
 MA0479  HISTORY     - 1934     GOOD             NGS
 MA0479  HISTORY     - 20040428 GOOD             USPSQD
 MA0479  HISTORY     - 20050516 GOOD             PADT
 MA0479
 MA0479                          STATION DESCRIPTION
 MA0479
 MA0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0479'0.9 MI E FROM RIDGWAY.
 MA0479'0.9 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM RIDGWAY, ELK
 MA0479'COUNTY, AT BRIDGE 118.86, IN THE TOP OF THE SOUTH END OF THE
 MA0479'WEST BRIDGE SEAT, 14 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 MA0479'AND ABOUT 5 FEET LOWER THAN THE TOP OF THE RAIL.  THE TOP OF A
 MA0479'COPPER PLUG, PAINTED 1403.58.
 MA0479
 MA0479                          STATION RECOVERY (2004)
 MA0479
 MA0479'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0479'RECOVERED IN GOOD CONDITION.
 MA0479
 MA0479                          STATION RECOVERY (2005)
 MA0479
 MA0479'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (SAC)
 MA0479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1872 ***********************************************************************
 KV1872  DESIGNATION -  14.04
 KV1872  PID         -  KV1872
 KV1872  STATE/COUNTY-  PA/MONTGOMERY
 KV1872  USGS QUAD   -  NORRISTOWN (1992)
 KV1872
 KV1872                         *CURRENT SURVEY CONTROL
 KV1872  ___________________________________________________________________
 KV1872* NAD 83(1986)-  40 05 51.     (N)    075 20 22.     (W)     SCALED    
 KV1872* NAVD 88     -        38.015  (meters)     124.72   (feet)  ADJUSTED  
 KV1872  ___________________________________________________________________
 KV1872  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 KV1872  DYNAMIC HT  -          37.997 (meters)     124.66  (feet)  COMP
 KV1872  MODELED GRAV-     980,156.7   (mgal)                       NAVD 88
 KV1872
 KV1872  VERT ORDER  -  SECOND    CLASS 0
 KV1872
 KV1872.The horizontal coordinates were scaled from a topographic map and have
 KV1872.an estimated accuracy of +/- 6 seconds.
 KV1872
 KV1872.The orthometric height was determined by differential leveling
 KV1872.and adjusted by the National Geodetic Survey in June 1991..
 KV1872
 KV1872.The geoid height was determined by GEOID03.
 KV1872
 KV1872.The dynamic height is computed by dividing the NAVD 88
 KV1872.geopotential number by the normal gravity value computed on the
 KV1872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1872.degrees latitude (g = 980.6199 gals.).
 KV1872
 KV1872.The modeled gravity was interpolated from observed gravity values.
 KV1872
 KV1872;                    North         East    Units  Estimated Accuracy
 KV1872;SPC PA S     -    87,650.      805,520.      MT  (+/- 180 meters Scaled)
 KV1872
 KV1872                          SUPERSEDED SURVEY CONTROL
 KV1872
 KV1872  NGVD 29 (??/??/??)   38.329  (m)          125.75   (f) ADJUSTED    2 0
 KV1872
 KV1872.Superseded values are not recommended for survey control.
 KV1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1872.See file dsdata.txt to determine how the superseded data were derived.
 KV1872
 KV1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK710386(NAD 83)
 KV1872_MARKER: Q = CHISELED SQUARE
 KV1872_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1872_SP_SET: UNDERPASS
 KV1872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1872
 KV1872  HISTORY     - Date     Condition        Report By
 KV1872  HISTORY     - UNK      MONUMENTED       PRR
 KV1872  HISTORY     - 1935     GOOD             CGS
 KV1872
 KV1872                          STATION DESCRIPTION
 KV1872
 KV1872'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1872'1.1 MI W FROM NORRISTOWN.
 KV1872'1.1 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FREIGHT LINE FROM
 KV1872'THE CROSSING OF AN ELECTRIC RAILROAD AT NORRISTOWN, MONTGOMERY
 KV1872'COUNTY, AT UNDERPASS 14.04, AND ON THE TOP OF THE NORTHWEST
 KV1872'CORNER.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1510 ***********************************************************************
 MA1510  DESIGNATION -  1406
 MA1510  PID         -  MA1510
 MA1510  STATE/COUNTY-  PA/WARREN
 MA1510  USGS QUAD   -  COLUMBUS (1990)
 MA1510
 MA1510                         *CURRENT SURVEY CONTROL
 MA1510  ___________________________________________________________________
 MA1510* NAD 83(1986)-  41 52 33.     (N)    079 31 32.     (W)     SCALED    
 MA1510* NAVD 88     -       428.186  (meters)    1404.81   (feet)  ADJUSTED  
 MA1510  ___________________________________________________________________
 MA1510  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 MA1510  DYNAMIC HT  -         428.013 (meters)    1404.24  (feet)  COMP
 MA1510  MODELED GRAV-     980,205.0   (mgal)                       NAVD 88
 MA1510
 MA1510  VERT ORDER  -  FIRST     CLASS II
 MA1510
 MA1510.The horizontal coordinates were scaled from a topographic map and have
 MA1510.an estimated accuracy of +/- 6 seconds.
 MA1510
 MA1510.The orthometric height was determined by differential leveling
 MA1510.and adjusted by the National Geodetic Survey in June 1991..
 MA1510
 MA1510.The geoid height was determined by GEOID03.
 MA1510
 MA1510.The dynamic height is computed by dividing the NAVD 88
 MA1510.geopotential number by the normal gravity value computed on the
 MA1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1510.degrees latitude (g = 980.6199 gals.).
 MA1510
 MA1510.The modeled gravity was interpolated from observed gravity values.
 MA1510
 MA1510;                    North         East    Units  Estimated Accuracy
 MA1510;SPC PA N     -   191,320.      452,620.      MT  (+/- 180 meters Scaled)
 MA1510
 MA1510                          SUPERSEDED SURVEY CONTROL
 MA1510
 MA1510  NGVD 29 (??/??/92)  428.344  (m)         1405.33   (f) ADJ UNCH    1 2
 MA1510
 MA1510.Superseded values are not recommended for survey control.
 MA1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1510.See file dsdata.txt to determine how the superseded data were derived.
 MA1510
 MA1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG223370(NAD 83)
 MA1510_MARKER: DD = SURVEY DISK
 MA1510_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1510_SP_SET: BUILDING
 MA1510_STAMPING: 1406 PITTSBURG 1902
 MA1510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1510
 MA1510  HISTORY     - Date     Condition        Report By
 MA1510  HISTORY     - 1902     MONUMENTED       USGS
 MA1510  HISTORY     - 1941     GOOD             NGS
 MA1510  HISTORY     - 20020601 MARK NOT FOUND   USPSQD
 MA1510
 MA1510                          STATION DESCRIPTION
 MA1510
 MA1510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MA1510'AT SPRING CREEK.
 MA1510'AT SPRING CREEK, WARREN COUNTY, 89.5 FEET SOUTHEAST OF THE
 MA1510'SOUTH CORNER OF THE PENNSYLVANIA RAILROAD STATION, AT THE NATION
 MA1510'WIDE STORE, IN THE NORTHWEST FACE AT THE WEST CORNER, 32.8 FEET
 MA1510'SOUTHWEST OF THE SOUTHWEST EDGE OF THE DOOR FACING, 28 FEET
 MA1510'SOUTHEAST OF THE CENTER LINE OF A ROAD, AND ABOUT 2 FEET HIGHER
 MA1510'THAN THE LEVEL OF THE SIDEWALK.  A UNITED STATES GEOLOGICAL
 MA1510'SURVEY STANDARD DISK, STAMPED 1406 PITTSBURG 1902 AND SET
 MA1510'VERTICALLY.
 MA1510
 MA1510                          STATION RECOVERY (2002)
 MA1510
 MA1510'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 MA1510'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0785 ***********************************************************************
 LZ0785  DESIGNATION -  1413
 LZ0785  PID         -  LZ0785
 LZ0785  STATE/COUNTY-  PA/TIOGA
 LZ0785  USGS QUAD   -  BLOSSBURG (1986)
 LZ0785
 LZ0785                         *CURRENT SURVEY CONTROL
 LZ0785  ___________________________________________________________________
 LZ0785* NAD 83(1986)-  41 39 32.     (N)    077 02 52.     (W)     SCALED    
 LZ0785* NAVD 88     -       431.357  (meters)    1415.21   (feet)  ADJUSTED  
 LZ0785  ___________________________________________________________________
 LZ0785  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 LZ0785  DYNAMIC HT  -         431.168 (meters)    1414.59  (feet)  COMP
 LZ0785  MODELED GRAV-     980,172.8   (mgal)                       NAVD 88
 LZ0785
 LZ0785  VERT ORDER  -  SECOND    CLASS 0
 LZ0785
 LZ0785.The horizontal coordinates were scaled from a topographic map and have
 LZ0785.an estimated accuracy of +/- 6 seconds.
 LZ0785
 LZ0785.The orthometric height was determined by differential leveling
 LZ0785.and adjusted by the National Geodetic Survey in June 1991..
 LZ0785
 LZ0785.The geoid height was determined by GEOID03.
 LZ0785
 LZ0785.The dynamic height is computed by dividing the NAVD 88
 LZ0785.geopotential number by the normal gravity value computed on the
 LZ0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0785.degrees latitude (g = 980.6199 gals.).
 LZ0785
 LZ0785.The modeled gravity was interpolated from observed gravity values.
 LZ0785
 LZ0785;                    North         East    Units  Estimated Accuracy
 LZ0785;SPC PA N     -   165,960.      658,490.      MT  (+/- 180 meters Scaled)
 LZ0785
 LZ0785                          SUPERSEDED SURVEY CONTROL
 LZ0785
 LZ0785  NGVD 29 (??/??/92)  431.501  (m)         1415.68   (f) ADJ UNCH    2 0
 LZ0785
 LZ0785.Superseded values are not recommended for survey control.
 LZ0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0785.See file dsdata.txt to determine how the superseded data were derived.
 LZ0785
 LZ0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM295139(NAD 83)
 LZ0785_MARKER: Q = CHISELED SQUARE
 LZ0785_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0785_SP_SET: ABUTMENT
 LZ0785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0785
 LZ0785  HISTORY     - Date     Condition        Report By
 LZ0785  HISTORY     - UNK      MONUMENTED       USGS
 LZ0785  HISTORY     - 1934     GOOD             NGS
 LZ0785
 LZ0785                          STATION DESCRIPTION
 LZ0785
 LZ0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0785'1.8 MI S FROM MORRIS RUN.
 LZ0785'ABOUT 1.8 MILES SOUTH ALONG THE ROAD LEADING TO BLOSSBURG FROM
 LZ0785'MORRIS RUN, TIOGA COUNTY, ABOUT 200 FEET NORTH OF THE ROAD,
 LZ0785'AT HIGHWAY STATION 3+05, AT 50-FOOT STEEL BRIDGE 3+05 OVER TIOGA
 LZ0785'RIVER, ON THE TOP OF THE WEST SIDE OF THE NORTH ABUTMENT, 14
 LZ0785'FEET EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 2 FEET LOWER
 LZ0785'THAN THE ROAD.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0619 ***********************************************************************
 MA0619  DESIGNATION -  141.36
 MA0619  PID         -  MA0619
 MA0619  STATE/COUNTY-  PA/MCKEAN
 MA0619  USGS QUAD   -  CYCLONE (1981)
 MA0619
 MA0619                         *CURRENT SURVEY CONTROL
 MA0619  ___________________________________________________________________
 MA0619* NAD 83(1986)-  41 45 51.     (N)    078 33 16.     (W)     SCALED    
 MA0619* NAVD 88     -       659.513  (meters)    2163.75   (feet)  ADJUSTED  
 MA0619  ___________________________________________________________________
 MA0619  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 MA0619  DYNAMIC HT  -         659.231 (meters)    2162.83  (feet)  COMP
 MA0619  MODELED GRAV-     980,173.2   (mgal)                       NAVD 88
 MA0619
 MA0619  VERT ORDER  -  FIRST     CLASS I
 MA0619
 MA0619.The horizontal coordinates were scaled from a topographic map and have
 MA0619.an estimated accuracy of +/- 6 seconds.
 MA0619
 MA0619.The orthometric height was determined by differential leveling
 MA0619.and adjusted by the National Geodetic Survey in June 1991..
 MA0619
 MA0619.The geoid height was determined by GEOID03.
 MA0619
 MA0619.The dynamic height is computed by dividing the NAVD 88
 MA0619.geopotential number by the normal gravity value computed on the
 MA0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0619.degrees latitude (g = 980.6199 gals.).
 MA0619
 MA0619.The modeled gravity was interpolated from observed gravity values.
 MA0619
 MA0619;                    North         East    Units  Estimated Accuracy
 MA0619;SPC PA N     -   177,720.      533,110.      MT  (+/- 180 meters Scaled)
 MA0619
 MA0619                          SUPERSEDED SURVEY CONTROL
 MA0619
 MA0619  NGVD 29 (??/??/92)  659.646  (m)         2164.19   (f) ADJ UNCH    1 1
 MA0619
 MA0619.Superseded values are not recommended for survey control.
 MA0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0619.See file dsdata.txt to determine how the superseded data were derived.
 MA0619
 MA0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG032264(NAD 83)
 MA0619_MARKER: DD = SURVEY DISK
 MA0619_SETTING: 80 = SET IN A BOULDER
 MA0619_SP_SET: BOULDER
 MA0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0619+STABILITY: SURFACE MOTION
 MA0619
 MA0619  HISTORY     - Date     Condition        Report By
 MA0619  HISTORY     - UNK      MONUMENTED       BORR
 MA0619  HISTORY     - 1967     GOOD             NGS
 MA0619  HISTORY     - 20020128 MARK NOT FOUND   NGS
 MA0619
 MA0619                          STATION DESCRIPTION
 MA0619
 MA0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0619'5.4 MI NE FROM MT JEWETT.
 MA0619'ABOUT 0.1 MILE NORTH ALONG CENTER STREET FROM THE POST OFFICE AT
 MA0619'MT. JEWETT, THENCE 5.25 MILES NORTHEAST ALONG THE BALTIMORE AND
 MA0619'OHIO RAILROAD, AT THE NORTHEAST END OF A CUT FOR THE RAILROAD
 MA0619'AND AT THE SOUTHWEST END OF A LARGE FILL, 41 FEET NORTH OF THE
 MA0619'5TH POLE SOUTHWEST OF MILEPOST 141/10, 26 FEET SOUTHEAST OF THE
 MA0619'SOUTHEAST RAIL OF THE SOUTHEAST SET OF TRACKS, SET IN THE CENTER
 MA0619'OF THE TOP OF A LARGE BOULDER, AND ABOUT 2 FEET BELOW THE LEVEL
 MA0619'OF THE TRACKS.  NOTE-- 1967 LEVELING INDICATES THAT THIS MARK
 MA0619'HAS RAISED ABOUT 1 DECIMETER.
 MA0619
 MA0619                          STATION RECOVERY (2002)
 MA0619
 MA0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MA0619'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1568 ***********************************************************************
 MA1568  DESIGNATION -  1416.88
 MA1568  PID         -  MA1568
 MA1568  STATE/COUNTY-  PA/CRAWFORD
 MA1568  USGS QUAD   -  SPARTANSBURG (1977)
 MA1568
 MA1568                         *CURRENT SURVEY CONTROL
 MA1568  ___________________________________________________________________
 MA1568* NAD 83(1986)-  41 48 33.     (N)    079 41 31.     (W)     SCALED    
 MA1568* NAVD 88     -       431.525  (meters)    1415.76   (feet)  ADJUSTED  
 MA1568  ___________________________________________________________________
 MA1568  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MA1568  DYNAMIC HT  -         431.346 (meters)    1415.17  (feet)  COMP
 MA1568  MODELED GRAV-     980,194.8   (mgal)                       NAVD 88
 MA1568
 MA1568  VERT ORDER  -  SECOND    CLASS 0
 MA1568
 MA1568.The horizontal coordinates were scaled from a topographic map and have
 MA1568.an estimated accuracy of +/- 6 seconds.
 MA1568
 MA1568.The orthometric height was determined by differential leveling
 MA1568.and adjusted by the National Geodetic Survey in June 1991..
 MA1568
 MA1568.The geoid height was determined by GEOID03.
 MA1568
 MA1568.The dynamic height is computed by dividing the NAVD 88
 MA1568.geopotential number by the normal gravity value computed on the
 MA1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1568.degrees latitude (g = 980.6199 gals.).
 MA1568
 MA1568.The modeled gravity was interpolated from observed gravity values.
 MA1568
 MA1568;                    North         East    Units  Estimated Accuracy
 MA1568;SPC PA N     -   184,220.      438,650.      MT  (+/- 180 meters Scaled)
 MA1568
 MA1568                          SUPERSEDED SURVEY CONTROL
 MA1568
 MA1568  NGVD 29 (??/??/92)  431.676  (m)         1416.26   (f) ADJ UNCH    2 0
 MA1568
 MA1568.Superseded values are not recommended for survey control.
 MA1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1568.See file dsdata.txt to determine how the superseded data were derived.
 MA1568
 MA1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG086294(NAD 83)
 MA1568_MARKER: B = BOLT
 MA1568_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1568_SP_SET: CULVERT
 MA1568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1568
 MA1568  HISTORY     - Date     Condition        Report By
 MA1568  HISTORY     - UNK      MONUMENTED       PRR
 MA1568  HISTORY     - 1935     GOOD             NGS
 MA1568
 MA1568                          STATION DESCRIPTION
 MA1568
 MA1568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1568'1.3 MI S FROM SPARTANSBURG.
 MA1568'1.3 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA1568'AT SPARTANSBURG, CRAWFORD COUNTY, NORTHEAST OF POLE 103+20, 15
 MA1568'FEET WEST OF THE WEST RAIL, 13 FEET NORTHWEST OF THE CENTER LINE
 MA1568'OF THE ROAD, AT A 6-FOOT SPAN BOX CULVERT, IN THE TOP OF THE
 MA1568'WEST HEAD WALL COPING, 7 FEET SOUTH OF THE NORTH END, AND ABOUT
 MA1568'4 FEET LOWER THAN THE TRACK.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2225 ***********************************************************************
 KV2225  DESIGNATION -  141.7 RDGRR
 KV2225  PID         -  KV2225
 KV2225  STATE/COUNTY-  PA/MONTGOMERY
 KV2225  USGS QUAD   -  PHOENIXVILLE (1983)
 KV2225
 KV2225                         *CURRENT SURVEY CONTROL
 KV2225  ___________________________________________________________________
 KV2225* NAD 83(1986)-  40 14 10.     (N)    075 35 43.     (W)     SCALED    
 KV2225* NAVD 88     -        42.886  (meters)     140.70   (feet)  ADJUSTED  
 KV2225  ___________________________________________________________________
 KV2225  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 KV2225  DYNAMIC HT  -          42.864 (meters)     140.63  (feet)  COMP
 KV2225  MODELED GRAV-     980,120.3   (mgal)                       NAVD 88
 KV2225
 KV2225  VERT ORDER  -  FIRST     CLASS I
 KV2225
 KV2225.The horizontal coordinates were scaled from a topographic map and have
 KV2225.an estimated accuracy of +/- 6 seconds.
 KV2225
 KV2225.The orthometric height was determined by differential leveling
 KV2225.and adjusted by the National Geodetic Survey in June 1991..
 KV2225
 KV2225.The geoid height was determined by GEOID03.
 KV2225
 KV2225.The dynamic height is computed by dividing the NAVD 88
 KV2225.geopotential number by the normal gravity value computed on the
 KV2225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2225.degrees latitude (g = 980.6199 gals.).
 KV2225
 KV2225.The modeled gravity was interpolated from observed gravity values.
 KV2225
 KV2225;                    North         East    Units  Estimated Accuracy
 KV2225;SPC PA S     -   102,480.      783,340.      MT  (+/- 180 meters Scaled)
 KV2225
 KV2225                          SUPERSEDED SURVEY CONTROL
 KV2225
 KV2225  NGVD 29 (??/??/??)   43.164  (m)          141.61   (f) ADJUSTED    1 1
 KV2225
 KV2225.Superseded values are not recommended for survey control.
 KV2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2225.See file dsdata.txt to determine how the superseded data were derived.
 KV2225
 KV2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK493541(NAD 83)
 KV2225_MARKER: Q = CHISELED SQUARE
 KV2225_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2225_SP_SET: BRIDGE
 KV2225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2225
 KV2225  HISTORY     - Date     Condition        Report By
 KV2225  HISTORY     - UNK      MONUMENTED       RDGRR
 KV2225  HISTORY     - 1966     GOOD             CGS
 KV2225
 KV2225                          STATION DESCRIPTION
 KV2225
 KV2225'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2225'3.2 MI SE FROM POTTSTOWN.
 KV2225'ABOUT 3.15 MILES SOUTHEAST ALONG THE READING COMPANY RAILROAD
 KV2225'FROM THE STATION AT POTTSTOWN, AT THE LOCATION OF THE OLD
 KV2225'SANATOGA STATION, 2 POLES SOUTH OF FRACTIONAL MILEPOST 37/20,
 KV2225'20.5 FEET WEST OF THE WEST RAIL OF THE WEST SET OF MAIN LINE
 KV2225'TRACKS, A CHISELED SQUARE ON THE TOP OF THE SOUTHWEST CORNER OF
 KV2225'THE NORTHWEST HEADWALL OF A BRIDGE OVER SANATOGA CREEK AND A
 KV2225'ROAD, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1571 ***********************************************************************
 LY1571  DESIGNATION -  1418
 LY1571  PID         -  LY1571
 LY1571  STATE/COUNTY-  PA/LACKAWANNA
 LY1571  USGS QUAD   -  MOSCOW (1976)
 LY1571
 LY1571                         *CURRENT SURVEY CONTROL
 LY1571  ___________________________________________________________________
 LY1571* NAD 83(1986)-  41 22 18.     (N)    075 32 30.     (W)     SCALED    
 LY1571* NAVD 88     -       432.068  (meters)    1417.54   (feet)  ADJUSTED  
 LY1571  ___________________________________________________________________
 LY1571  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 LY1571  DYNAMIC HT  -         431.883 (meters)    1416.94  (feet)  COMP
 LY1571  MODELED GRAV-     980,181.7   (mgal)                       NAVD 88
 LY1571
 LY1571  VERT ORDER  -  SECOND    CLASS 0
 LY1571
 LY1571.The horizontal coordinates were scaled from a topographic map and have
 LY1571.an estimated accuracy of +/- 6 seconds.
 LY1571
 LY1571.The orthometric height was determined by differential leveling
 LY1571.and adjusted by the National Geodetic Survey in June 1991..
 LY1571
 LY1571.The geoid height was determined by GEOID03.
 LY1571
 LY1571.The dynamic height is computed by dividing the NAVD 88
 LY1571.geopotential number by the normal gravity value computed on the
 LY1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1571.degrees latitude (g = 980.6199 gals.).
 LY1571
 LY1571.The modeled gravity was interpolated from observed gravity values.
 LY1571
 LY1571;                    North         East    Units  Estimated Accuracy
 LY1571;SPC PA N     -   136,180.      784,720.      MT  (+/- 180 meters Scaled)
 LY1571
 LY1571                          SUPERSEDED SURVEY CONTROL
 LY1571
 LY1571  NGVD 29 (??/??/92)  432.29   (m)         1418.3    (f) COMPUTED    2 0
 LY1571
 LY1571.Superseded values are not recommended for survey control.
 LY1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1571.See file dsdata.txt to determine how the superseded data were derived.
 LY1571
 LY1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL547801(NAD 83)
 LY1571_MARKER: DB = BENCH MARK DISK
 LY1571_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1571_SP_SET: STONEWALL
 LY1571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1571
 LY1571  HISTORY     - Date     Condition        Report By
 LY1571  HISTORY     - UNK      MONUMENTED       USGS
 LY1571  HISTORY     - 1956     GOOD             NGS
 LY1571
 LY1571                          STATION DESCRIPTION
 LY1571
 LY1571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LY1571'AT ELMHURST.
 LY1571'AT ELMHURST, 0.3 MILE SOUTHEAST ALONG THE DELAWARE, LACKAWANNA
 LY1571'AND WESTERN RAILROAD FROM THE LARGE U.S. HIGHWAY 611 OVERPASS,
 LY1571'ON TOP AND AT THE NORTHWEST CORNER OF THE NORTH END OF THE
 LY1571'STONE WALL OF THE SCRANTON GAS AND ELECTRIC COMPANY RESERVOIR,
 LY1571'51.2 FEET EAST OF THE EAST RAIL, 0.8 FOOT SOUTH OF THE NORTH END
 LY1571'OF THE WALL AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1227 ***********************************************************************
 MA1227  DESIGNATION -  143
 MA1227  PID         -  MA1227
 MA1227  STATE/COUNTY-  PA/VENANGO
 MA1227  USGS QUAD   -  KENNERDELL (1981)
 MA1227
 MA1227                         *CURRENT SURVEY CONTROL
 MA1227  ___________________________________________________________________
 MA1227* NAD 83(1986)-  41 16 45.     (N)    079 48 37.     (W)     SCALED    
 MA1227* NAVD 88     -       286.712  (meters)     940.65   (feet)  ADJUSTED  
 MA1227  ___________________________________________________________________
 MA1227  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 MA1227  DYNAMIC HT  -         286.580 (meters)     940.22  (feet)  COMP
 MA1227  MODELED GRAV-     980,154.2   (mgal)                       NAVD 88
 MA1227
 MA1227  VERT ORDER  -  FIRST     CLASS II
 MA1227
 MA1227.The horizontal coordinates were scaled from a topographic map and have
 MA1227.an estimated accuracy of +/- 6 seconds.
 MA1227
 MA1227.The orthometric height was determined by differential leveling
 MA1227.and adjusted by the National Geodetic Survey in June 1991..
 MA1227
 MA1227.The geoid height was determined by GEOID03.
 MA1227
 MA1227.The dynamic height is computed by dividing the NAVD 88
 MA1227.geopotential number by the normal gravity value computed on the
 MA1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1227.degrees latitude (g = 980.6199 gals.).
 MA1227
 MA1227.The modeled gravity was interpolated from observed gravity values.
 MA1227
 MA1227;                    North         East    Units  Estimated Accuracy
 MA1227;SPC PA N     -   125,600.      427,420.      MT  (+/- 180 meters Scaled)
 MA1227
 MA1227                          SUPERSEDED SURVEY CONTROL
 MA1227
 MA1227  NGVD 29 (??/??/92)  286.884  (m)          941.22   (f) ADJ UNCH    1 2
 MA1227
 MA1227.Superseded values are not recommended for survey control.
 MA1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1227.See file dsdata.txt to determine how the superseded data were derived.
 MA1227
 MA1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF996704(NAD 83)
 MA1227_MARKER: DD = SURVEY DISK
 MA1227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1227_SP_SET: SIGNAL BASE
 MA1227_STAMPING: 143
 MA1227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1227
 MA1227  HISTORY     - Date     Condition        Report By
 MA1227  HISTORY     - UNK      MONUMENTED       DOD
 MA1227  HISTORY     - 1941     GOOD             NGS
 MA1227
 MA1227                          STATION DESCRIPTION
 MA1227
 MA1227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MA1227'0.9 MI S FROM KENNERDEL.
 MA1227'0.9 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM KENNERDEL,
 MA1227'VENANGO COUNTY, 960 FEET DOWNSTREAM FROM THE DOWNSTREAM ENTRANCE
 MA1227'TO THE KENNERDEL TUNNEL, 190 FEET UPSTREAM FROM MILEPOST 105, 8
 MA1227'FEET LANDWARD OF THE LAND RAIL, AND IN THE TOP OF AN ABANDONED
 MA1227'SIGNAL BASE.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK,
 MA1227'STAMPED 143.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1110 ***********************************************************************
 MA1110  DESIGNATION -  1433
 MA1110  PID         -  MA1110
 MA1110  STATE/COUNTY-  PA/CLARION
 MA1110  USGS QUAD   -  CORSICA (1987)
 MA1110
 MA1110                         *CURRENT SURVEY CONTROL
 MA1110  ___________________________________________________________________
 MA1110* NAD 83(1986)-  41 09 12.     (N)    079 12 49.     (W)     SCALED    
 MA1110* NAVD 88     -       436.461  (meters)    1431.96   (feet)  ADJUSTED  
 MA1110  ___________________________________________________________________
 MA1110  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 MA1110  DYNAMIC HT  -         436.258 (meters)    1431.29  (feet)  COMP
 MA1110  MODELED GRAV-     980,145.2   (mgal)                       NAVD 88
 MA1110
 MA1110  VERT ORDER  -  SECOND    CLASS 0
 MA1110
 MA1110.The horizontal coordinates were scaled from a topographic map and have
 MA1110.an estimated accuracy of +/- 6 seconds.
 MA1110
 MA1110.The orthometric height was determined by differential leveling
 MA1110.and adjusted by the National Geodetic Survey in June 1991..
 MA1110
 MA1110.The geoid height was determined by GEOID03.
 MA1110
 MA1110.The dynamic height is computed by dividing the NAVD 88
 MA1110.geopotential number by the normal gravity value computed on the
 MA1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1110.degrees latitude (g = 980.6199 gals.).
 MA1110
 MA1110.The modeled gravity was interpolated from observed gravity values.
 MA1110
 MA1110;                    North         East    Units  Estimated Accuracy
 MA1110;SPC PA N     -   110,610.      477,150.      MT  (+/- 180 meters Scaled)
 MA1110
 MA1110                          SUPERSEDED SURVEY CONTROL
 MA1110
 MA1110  NGVD 29 (??/??/92)  436.63   (m)         1432.5    (f) COMPUTED    2 0
 MA1110
 MA1110.Superseded values are not recommended for survey control.
 MA1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1110.See file dsdata.txt to determine how the superseded data were derived.
 MA1110
 MA1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF498573(NAD 83)
 MA1110_MARKER: DD = SURVEY DISK
 MA1110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1110_SP_SET: ABUTMENT
 MA1110_STAMPING: 1433 ADJ 1903
 MA1110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1110
 MA1110  HISTORY     - Date     Condition        Report By
 MA1110  HISTORY     - 1903     MONUMENTED       USGS
 MA1110  HISTORY     - 1935     GOOD             NGS
 MA1110
 MA1110                          STATION DESCRIPTION
 MA1110
 MA1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1110'1.6 MI NW FROM HARLAN.
 MA1110'1.6 MILES NORTHWEST OF HARLAN ON LEF AND C RR, 0.1 MILE NORTHWEST
 MA1110'OF JUNCTION OF LEF AND C AND LS AND MS RR, 0.1 MILE NORTHWEST OF
 MA1110'LS AND MS TRESTLE OVER LE AND FC RR, IN 15 FOOT SPAN STEEL
 MA1110'STRINGER BRIDGE OVER SMALL BROOK, IN SOUTH MASONRY ABUTMENT, EAST
 MA1110'SIDE OF BACKWALL, 8 FEET EAST OF CENTER LINE OF TRACK, 1 1/2 FEET
 MA1110'BELOW TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0616 ***********************************************************************
 MA0616  DESIGNATION -  143.93
 MA0616  PID         -  MA0616
 MA0616  STATE/COUNTY-  PA/MCKEAN
 MA0616  USGS QUAD   -  HAZEL HURST (1969)
 MA0616
 MA0616                         *CURRENT SURVEY CONTROL
 MA0616  ___________________________________________________________________
 MA0616* NAD 83(1986)-  41 44 39.     (N)    078 35 46.     (W)     SCALED    
 MA0616* NAVD 88     -       663.395  (meters)    2176.49   (feet)  ADJUSTED  
 MA0616  ___________________________________________________________________
 MA0616  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 MA0616  DYNAMIC HT  -         663.102 (meters)    2175.53  (feet)  COMP
 MA0616  MODELED GRAV-     980,158.2   (mgal)                       NAVD 88
 MA0616
 MA0616  VERT ORDER  -  FIRST     CLASS I
 MA0616
 MA0616.The horizontal coordinates were scaled from a topographic map and have
 MA0616.an estimated accuracy of +/- 6 seconds.
 MA0616
 MA0616.The orthometric height was determined by differential leveling
 MA0616.and adjusted by the National Geodetic Survey in June 1991..
 MA0616
 MA0616.The geoid height was determined by GEOID03.
 MA0616
 MA0616.The dynamic height is computed by dividing the NAVD 88
 MA0616.geopotential number by the normal gravity value computed on the
 MA0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0616.degrees latitude (g = 980.6199 gals.).
 MA0616
 MA0616.The modeled gravity was interpolated from observed gravity values.
 MA0616
 MA0616;                    North         East    Units  Estimated Accuracy
 MA0616;SPC PA N     -   175,530.      529,620.      MT  (+/- 180 meters Scaled)
 MA0616
 MA0616                          SUPERSEDED SURVEY CONTROL
 MA0616
 MA0616  NGVD 29 (??/??/92)  663.519  (m)         2176.90   (f) ADJ UNCH    1 1
 MA0616
 MA0616.Superseded values are not recommended for survey control.
 MA0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0616.See file dsdata.txt to determine how the superseded data were derived.
 MA0616
 MA0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG998241(NAD 83)
 MA0616_MARKER: DD = SURVEY DISK
 MA0616_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0616_SP_SET: CULVERT
 MA0616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0616+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 MA0616
 MA0616  HISTORY     - Date     Condition        Report By
 MA0616  HISTORY     - UNK      MONUMENTED       BORR
 MA0616  HISTORY     - 1967     GOOD             NGS
 MA0616  HISTORY     - 20010331 GOOD             NGS
 MA0616  HISTORY     - 20010331 GOOD             NGS
 MA0616  HISTORY     - 20050607 GOOD             USPSQD
 MA0616
 MA0616                          STATION DESCRIPTION
 MA0616
 MA0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0616'2.8 MI NE FROM MT JEWETT.
 MA0616'ABOUT 0.1 MILE NORTH ALONG CENTER STREET FROM THE POST OFFICE
 MA0616'AT MT. JEWETT, THENCE 2.75 MILES NORTHEAST ALONG THE BALTIMORE
 MA0616'AND OHIO RAILROAD, 13 POLES NORTHEAST OF A CROSSING OF THE RAILROAD
 MA0616'AND A PRIVATE ROAD, 3 POLES NORTHEAST OF MILEPOST 143/40, 8 1/2
 MA0616'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST SET OF
 MA0616'TRACKS, SET IN THE CENTER OF THE TOP OF THE SOUTHEAST CONCRETE
 MA0616'HEADWALL FOR A 24-INCH CORRUGATED METAL CULVERT, 4 POLES SOUTHWEST
 MA0616'OF SEMAPHORE NUMBER 143.8, AND ABOUT 2 FEET BELOW THE LEVEL OF
 MA0616'THE TRACKS.  NOTE-- THE HEADWALL HAS BEEN SHATTERED TO SOME
 MA0616'EXTENT POSSIBLY DUE TO VIBRATION.  NOTE-- 1967 LEVELING INDICATES
 MA0616'THAT THE MARK HAS RAISED ABOUT 1 1/2 DECIMETER.
 MA0616
 MA0616                          STATION RECOVERY (2001)
 MA0616
 MA0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MA0616'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MA0616
 MA0616                          STATION RECOVERY (2001)
 MA0616
 MA0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MA0616'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MA0616
 MA0616                          STATION RECOVERY (2005)
 MA0616
 MA0616'RECOVERY NOTE BY US POWER SQUADRON 2005 (SG)
 MA0616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1226 ***********************************************************************
 MA1226  DESIGNATION -  144
 MA1226  PID         -  MA1226
 MA1226  STATE/COUNTY-  PA/VENANGO
 MA1226  USGS QUAD   -  KENNERDELL (1981)
 MA1226
 MA1226                         *CURRENT SURVEY CONTROL
 MA1226  ___________________________________________________________________
 MA1226* NAD 83(1986)-  41 16 45.     (N)    079 48 45.     (W)     SCALED    
 MA1226* NAVD 88     -       286.983  (meters)     941.54   (feet)  ADJUSTED  
 MA1226  ___________________________________________________________________
 MA1226  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 MA1226  DYNAMIC HT  -         286.850 (meters)     941.11  (feet)  COMP
 MA1226  MODELED GRAV-     980,154.9   (mgal)                       NAVD 88
 MA1226
 MA1226  VERT ORDER  -  FIRST     CLASS II
 MA1226
 MA1226.The horizontal coordinates were scaled from a topographic map and have
 MA1226.an estimated accuracy of +/- 6 seconds.
 MA1226
 MA1226.The orthometric height was determined by differential leveling
 MA1226.and adjusted by the National Geodetic Survey in June 1991..
 MA1226
 MA1226.The geoid height was determined by GEOID03.
 MA1226
 MA1226.The dynamic height is computed by dividing the NAVD 88
 MA1226.geopotential number by the normal gravity value computed on the
 MA1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1226.degrees latitude (g = 980.6199 gals.).
 MA1226
 MA1226.The modeled gravity was interpolated from observed gravity values.
 MA1226
 MA1226;                    North         East    Units  Estimated Accuracy
 MA1226;SPC PA N     -   125,600.      427,230.      MT  (+/- 180 meters Scaled)
 MA1226
 MA1226                          SUPERSEDED SURVEY CONTROL
 MA1226
 MA1226  NGVD 29 (??/??/92)  287.155  (m)          942.11   (f) ADJ UNCH    1 2
 MA1226
 MA1226.Superseded values are not recommended for survey control.
 MA1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1226.See file dsdata.txt to determine how the superseded data were derived.
 MA1226
 MA1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF994704(NAD 83)
 MA1226_MARKER: DD = SURVEY DISK
 MA1226_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MA1226+WITH SETTING: PAVEMENT
 MA1226_SP_SET: SIGNAL BASE
 MA1226_STAMPING: 144 USE
 MA1226_MARK LOGO: DOD   
 MA1226_MAGNETIC: N = NO MAGNETIC MATERIAL
 MA1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1226+STABILITY: SURFACE MOTION
 MA1226
 MA1226  HISTORY     - Date     Condition        Report By
 MA1226  HISTORY     - UNK      MONUMENTED       DOD
 MA1226  HISTORY     - 1941     GOOD             NGS
 MA1226  HISTORY     - 19930623 GOOD             PADT
 MA1226
 MA1226                          STATION DESCRIPTION
 MA1226
 MA1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MA1226'0.8 MI S FROM KENNERDEL.
 MA1226'0.8 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM KENNERDEL,
 MA1226'VENANGO COUNTY, 350 FEET DOWNSTREAM FROM THE DOWNSTREAM END OF
 MA1226'THE KENNERDEL TUNNEL, 263 PACES UPSTREAM FROM MILEPOST 105, 8
 MA1226'FEET RIVERWARD OF THE RIVER RAIL, AND IN THE TOP OF AN ABANDONED
 MA1226'SIGNAL BASE.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK,
 MA1226'STAMPED 144.
 MA1226
 MA1226                          STATION RECOVERY (1993)
 MA1226
 MA1226'RECOVERY NOTE BY PA DEPT OF TRANSP 1993
 MA1226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2771 ***********************************************************************
 KW2771  DESIGNATION -  144 DOP PADH
 KW2771  PID         -  KW2771
 KW2771  STATE/COUNTY-  PA/SNYDER
 KW2771  USGS QUAD   -  SUNBURY (1987)
 KW2771
 KW2771                         *CURRENT SURVEY CONTROL
 KW2771  ___________________________________________________________________
 KW2771* NAD 83(1986)-  40 48 46.     (N)    076 51 21.     (W)     SCALED    
 KW2771* NAVD 88     -       134.963  (meters)     442.79   (feet)  ADJUSTED  
 KW2771  ___________________________________________________________________
 KW2771  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 KW2771  DYNAMIC HT  -         134.903 (meters)     442.59  (feet)  COMP
 KW2771  MODELED GRAV-     980,177.4   (mgal)                       NAVD 88
 KW2771
 KW2771  VERT ORDER  -  FIRST     CLASS II
 KW2771
 KW2771.The horizontal coordinates were scaled from a topographic map and have
 KW2771.an estimated accuracy of +/- 6 seconds.
 KW2771
 KW2771.The orthometric height was determined by differential leveling
 KW2771.and adjusted by the National Geodetic Survey in June 1991..
 KW2771
 KW2771.The geoid height was determined by GEOID03.
 KW2771
 KW2771.The dynamic height is computed by dividing the NAVD 88
 KW2771.geopotential number by the normal gravity value computed on the
 KW2771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2771.degrees latitude (g = 980.6199 gals.).
 KW2771
 KW2771.The modeled gravity was interpolated from observed gravity values.
 KW2771
 KW2771;                    North         East    Units  Estimated Accuracy
 KW2771;SPC PA S     -   164,660.      675,440.      MT  (+/- 180 meters Scaled)
 KW2771
 KW2771                          SUPERSEDED SURVEY CONTROL
 KW2771
 KW2771.No superseded survey control is available for this station.
 KW2771
 KW2771_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL434196(NAD 83)
 KW2771_MARKER: DB = BENCH MARK DISK
 KW2771_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KW2771_SP_SET: WINGWALL
 KW2771_STAMPING: USGS 144 DOP 1962
 KW2771_MARK LOGO: PADH  
 KW2771_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW2771+STABILITY: POSITION/ELEVATION WELL
 KW2771
 KW2771  HISTORY     - Date     Condition        Report By
 KW2771  HISTORY     - 1962     MONUMENTED       PADH
 KW2771  HISTORY     - 1983     GOOD             NGS
 KW2771  HISTORY     - 19990501 GOOD             PADT
 KW2771  HISTORY     - 20020311 GOOD             PADT
 KW2771
 KW2771                          STATION DESCRIPTION
 KW2771
 KW2771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KW2771'IN SELINSGROVE.
 KW2771'1.8 KM (1.1 MI) NORTH ALONG U.S. HIGHWAY 11 AND 15 FROM THE POST
 KW2771'OFFICE IN SELINSGROVE TO THE MARK ON THE RIGHT, IN THE SOUTHEAST
 KW2771'WINGWALL OF BRIDGE OVER PENNS CREEK, 9.9 METERS (32.5 FT) EAST OF THE
 KW2771'CENTER OF U.S. HIGHWAY 11 AND 15.
 KW2771'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 KW2771
 KW2771                          STATION RECOVERY (1999)
 KW2771
 KW2771'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (SMM)
 KW2771'RECOVERED IN GOOD CONDITION.
 KW2771
 KW2771                          STATION RECOVERY (2002)
 KW2771
 KW2771'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (MBJ)
 KW2771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0767 ***********************************************************************
 KX0767  DESIGNATION -  1447
 KX0767  PID         -  KX0767
 KX0767  STATE/COUNTY-  PA/CAMBRIA
 KX0767  USGS QUAD   -  BARNESBORO (1984)
 KX0767
 KX0767                         *CURRENT SURVEY CONTROL
 KX0767  ___________________________________________________________________
 KX0767* NAD 83(1986)-  40 39 45.     (N)    078 47 00.     (W)     SCALED    
 KX0767* NAVD 88     -       440.533  (meters)    1445.32   (feet)  ADJUSTED  
 KX0767  ___________________________________________________________________
 KX0767  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KX0767  DYNAMIC HT  -         440.294 (meters)    1444.53  (feet)  COMP
 KX0767  MODELED GRAV-     980,068.8   (mgal)                       NAVD 88
 KX0767
 KX0767  VERT ORDER  -  SECOND    CLASS 0
 KX0767
 KX0767.The horizontal coordinates were scaled from a topographic map and have
 KX0767.an estimated accuracy of +/- 6 seconds.
 KX0767
 KX0767.The orthometric height was determined by differential leveling
 KX0767.and adjusted by the National Geodetic Survey in June 1991..
 KX0767
 KX0767.The geoid height was determined by GEOID03.
 KX0767
 KX0767.The dynamic height is computed by dividing the NAVD 88
 KX0767.geopotential number by the normal gravity value computed on the
 KX0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0767.degrees latitude (g = 980.6199 gals.).
 KX0767
 KX0767.The modeled gravity was interpolated from observed gravity values.
 KX0767
 KX0767;                    North         East    Units  Estimated Accuracy
 KX0767;SPC PA S     -   148,100.      512,620.      MT  (+/- 180 meters Scaled)
 KX0767
 KX0767                          SUPERSEDED SURVEY CONTROL
 KX0767
 KX0767  NGVD 29 (??/??/92)  440.691  (m)         1445.83   (f) ADJ UNCH    2 0
 KX0767
 KX0767.Superseded values are not recommended for survey control.
 KX0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0767.See file dsdata.txt to determine how the superseded data were derived.
 KX0767
 KX0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF873036(NAD 83)
 KX0767_MARKER: DD = SURVEY DISK
 KX0767_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0767_SP_SET: BRIDGE SEAT
 KX0767_STAMPING: 1447 PITTSBURG
 KX0767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0767
 KX0767  HISTORY     - Date     Condition        Report By
 KX0767  HISTORY     - UNK      MONUMENTED       USGS
 KX0767  HISTORY     - 1967     GOOD             NGS
 KX0767
 KX0767                          STATION DESCRIPTION
 KX0767
 KX0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0767'AT BARNESBORO.
 KX0767'AT BARNESBORO, SET IN THE LOWER SEAT AT THE EAST END OF SEAT
 KX0767'OF BRIDGE NO. 23/49 OF THE PENNSYLVANIA RAILROAD, ABOUT 0.15
 KX0767'MILE SOUTH OF MILEPOST NO. 24, 22.0 FEET EAST OF THE EAST RAIL
 KX0767'AND ABOUT 5.0 FEET LOWER THAN THE TRACK.  WAS UNABLE TO READ
 KX0767'THE STAMPING OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1571 ***********************************************************************
 MA1571  DESIGNATION -  1447.78
 MA1571  PID         -  MA1571
 MA1571  STATE/COUNTY-  PA/CRAWFORD
 MA1571  USGS QUAD   -  SPARTANSBURG (1977)
 MA1571
 MA1571                         *CURRENT SURVEY CONTROL
 MA1571  ___________________________________________________________________
 MA1571* NAD 83(1986)-  41 49 31.     (N)    079 41 11.     (W)     SCALED    
 MA1571* NAVD 88     -       440.987  (meters)    1446.80   (feet)  ADJUSTED  
 MA1571  ___________________________________________________________________
 MA1571  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 MA1571  DYNAMIC HT  -         440.803 (meters)    1446.20  (feet)  COMP
 MA1571  MODELED GRAV-     980,193.9   (mgal)                       NAVD 88
 MA1571
 MA1571  VERT ORDER  -  SECOND    CLASS 0
 MA1571
 MA1571.The horizontal coordinates were scaled from a topographic map and have
 MA1571.an estimated accuracy of +/- 6 seconds.
 MA1571
 MA1571.The orthometric height was determined by differential leveling
 MA1571.and adjusted by the National Geodetic Survey in June 1991..
 MA1571
 MA1571.The geoid height was determined by GEOID03.
 MA1571
 MA1571.The dynamic height is computed by dividing the NAVD 88
 MA1571.geopotential number by the normal gravity value computed on the
 MA1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1571.degrees latitude (g = 980.6199 gals.).
 MA1571
 MA1571.The modeled gravity was interpolated from observed gravity values.
 MA1571
 MA1571;                    North         East    Units  Estimated Accuracy
 MA1571;SPC PA N     -   186,000.      439,150.      MT  (+/- 180 meters Scaled)
 MA1571
 MA1571                          SUPERSEDED SURVEY CONTROL
 MA1571
 MA1571  NGVD 29 (??/??/92)  441.135  (m)         1447.29   (f) ADJ UNCH    2 0
 MA1571
 MA1571.Superseded values are not recommended for survey control.
 MA1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1571.See file dsdata.txt to determine how the superseded data were derived.
 MA1571
 MA1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG090312(NAD 83)
 MA1571_MARKER: B = BOLT
 MA1571_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1571_SP_SET: CULVERT
 MA1571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1571
 MA1571  HISTORY     - Date     Condition        Report By
 MA1571  HISTORY     - UNK      MONUMENTED       PRR
 MA1571  HISTORY     - 1935     GOOD             NGS
 MA1571  HISTORY     - 20030531 GOOD             USPSQD
 MA1571
 MA1571                          STATION DESCRIPTION
 MA1571
 MA1571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1571'AT SPARTANSBURG.
 MA1571'AT SPARTANSBURG, CRAWFORD COUNTY, ABOUT 140 YARDS SOUTH OF THE
 MA1571'PENNSYLVANIA RAILROAD STATION, AT THE NORTH END OF A 4-FOOT
 MA1571'SPAN CONCRETE BOX CULVERT, IN THE TOP OF THE EAST HEAD WALL, 28
 MA1571'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, AND ABOUT LEVEL
 MA1571'WITH THE TRACK.  A COPPER BOLT.
 MA1571
 MA1571                          STATION RECOVERY (2003)
 MA1571
 MA1571'RECOVERY NOTE BY US POWER SQUADRON 2003 (SL)
 MA1571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2769 ***********************************************************************
 KW2769  DESIGNATION -  145 DOP USGS
 KW2769  PID         -  KW2769
 KW2769  STATE/COUNTY-  PA/SNYDER
 KW2769  USGS QUAD   -  SUNBURY (1987)
 KW2769
 KW2769                         *CURRENT SURVEY CONTROL
 KW2769  ___________________________________________________________________
 KW2769* NAD 83(1986)-  40 50 26.     (N)    076 49 44.     (W)     SCALED    
 KW2769* NAVD 88     -       139.690  (meters)     458.30   (feet)  ADJUSTED  
 KW2769  ___________________________________________________________________
 KW2769  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KW2769  DYNAMIC HT  -         139.627 (meters)     458.09  (feet)  COMP
 KW2769  MODELED GRAV-     980,176.4   (mgal)                       NAVD 88
 KW2769
 KW2769  VERT ORDER  -  FIRST     CLASS II
 KW2769
 KW2769.The horizontal coordinates were scaled from a topographic map and have
 KW2769.an estimated accuracy of +/- 6 seconds.
 KW2769
 KW2769.The orthometric height was determined by differential leveling
 KW2769.and adjusted by the National Geodetic Survey in June 1991..
 KW2769
 KW2769.The geoid height was determined by GEOID03.
 KW2769
 KW2769.The dynamic height is computed by dividing the NAVD 88
 KW2769.geopotential number by the normal gravity value computed on the
 KW2769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2769.degrees latitude (g = 980.6199 gals.).
 KW2769
 KW2769.The modeled gravity was interpolated from observed gravity values.
 KW2769
 KW2769;                    North         East    Units  Estimated Accuracy
 KW2769;SPC PA S     -   167,760.      677,680.      MT  (+/- 180 meters Scaled)
 KW2769
 KW2769                          SUPERSEDED SURVEY CONTROL
 KW2769
 KW2769.No superseded survey control is available for this station.
 KW2769
 KW2769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL458226(NAD 83)
 KW2769_MARKER: DB = BENCH MARK DISK
 KW2769_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KW2769_SP_SET: HEADWALL
 KW2769_STAMPING: 459 145 DOP 1962
 KW2769_MARK LOGO: USGS  
 KW2769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2769+STABILITY: SURFACE MOTION
 KW2769
 KW2769  HISTORY     - Date     Condition        Report By
 KW2769  HISTORY     - 1962     MONUMENTED       USGS
 KW2769  HISTORY     - 1983     GOOD             NGS
 KW2769  HISTORY     - 19990501 GOOD             PADT
 KW2769  HISTORY     - 20020311 GOOD             PADT
 KW2769
 KW2769                          STATION DESCRIPTION
 KW2769
 KW2769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KW2769'IN SHAMOKIN DAM.
 KW2769'1.0 KM (0.6 MI) SOUTH ALONG U.S. HIGHWAY 11 AND 15 FROM THE POST
 KW2769'OFFICE IN SHAMOKIN DAM TO THE MARK ON THE LEFT, IN THE NORTH END OF A
 KW2769'BOX CULVERT, 15.5 METERS (51.0 FT) SOUTHEAST OF THE CENTERLINE OF U.S.
 KW2769'HIGHWAY 11 AND 15, 4.8 METERS (16.0 FT) SOUTHEAST OF A METAL
 KW2769'GUARDRAIL.
 KW2769'THE MARK IS 2.4 M BELOW HIGHWAY.
 KW2769
 KW2769                          STATION RECOVERY (1999)
 KW2769
 KW2769'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (SMM)
 KW2769'RECOVERED IN GOOD CONDITION.
 KW2769
 KW2769                          STATION RECOVERY (2002)
 KW2769
 KW2769'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (MBJ)
 KW2769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0285 ***********************************************************************
 MA0285  DESIGNATION -  1459.3
 MA0285  PID         -  MA0285
 MA0285  STATE/COUNTY-  PA/CLEARFIELD
 MA0285  USGS QUAD   -  LECONTES MILLS (1986)
 MA0285
 MA0285                         *CURRENT SURVEY CONTROL
 MA0285  ___________________________________________________________________
 MA0285* NAD 83(1986)-  41 00 04.     (N)    078 15 57.     (W)     SCALED    
 MA0285* NAVD 88     -       444.689  (meters)    1458.95   (feet)  ADJUSTED  
 MA0285  ___________________________________________________________________
 MA0285  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 MA0285  DYNAMIC HT  -         444.466 (meters)    1458.22  (feet)  COMP
 MA0285  MODELED GRAV-     980,110.5   (mgal)                       NAVD 88
 MA0285
 MA0285  VERT ORDER  -  SECOND    CLASS 0
 MA0285
 MA0285.The horizontal coordinates were scaled from a topographic map and have
 MA0285.an estimated accuracy of +/- 6 seconds.
 MA0285
 MA0285.The orthometric height was determined by differential leveling
 MA0285.and adjusted by the National Geodetic Survey in June 1991..
 MA0285
 MA0285.The geoid height was determined by GEOID03.
 MA0285
 MA0285.The dynamic height is computed by dividing the NAVD 88
 MA0285.geopotential number by the normal gravity value computed on the
 MA0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0285.degrees latitude (g = 980.6199 gals.).
 MA0285
 MA0285.The modeled gravity was interpolated from observed gravity values.
 MA0285
 MA0285;                    North         East    Units  Estimated Accuracy
 MA0285;SPC PA N     -    92,800.      556,600.      MT  (+/- 180 meters Scaled)
 MA0285
 MA0285                          SUPERSEDED SURVEY CONTROL
 MA0285
 MA0285  NGVD 29 (??/??/92)  444.839  (m)         1459.44   (f) ADJ UNCH    2 0
 MA0285
 MA0285.Superseded values are not recommended for survey control.
 MA0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0285.See file dsdata.txt to determine how the superseded data were derived.
 MA0285
 MA0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF299424(NAD 83)
 MA0285_MARKER: DD = SURVEY DISK
 MA0285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0285_SP_SET: ABUTMENT
 MA0285_STAMPING: 1459.3
 MA0285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0285
 MA0285  HISTORY     - Date     Condition        Report By
 MA0285  HISTORY     - UNK      MONUMENTED       USGS
 MA0285  HISTORY     - 1959     GOOD             NGS
 MA0285
 MA0285                          STATION DESCRIPTION
 MA0285
 MA0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MA0285'6.7 MI W FROM KYLERTOWN.
 MA0285'3.9 MILE WEST ALONG STATE HWY. 153 FROM KYLERTOWN, THENCE 1.1
 MA0285'MILE NORTH ON BLACKTON ROAD TO BLACK OAK SCHOOL THENCE 1.7 MILE
 MA0285'WEST ON COUNTY ROAD, SET HORIZONTAL IN BRIDGE ABUTMENT (MORAVIAN
 MA0285'RUN).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2767 ***********************************************************************
 KW2767  DESIGNATION -  146 DOP PADH
 KW2767  PID         -  KW2767
 KW2767  STATE/COUNTY-  PA/SNYDER
 KW2767  USGS QUAD   -  SUNBURY (1987)
 KW2767
 KW2767                         *CURRENT SURVEY CONTROL
 KW2767  ___________________________________________________________________
 KW2767* NAD 83(1986)-  40 52 07.     (N)    076 48 57.     (W)     SCALED    
 KW2767* NAVD 88     -       158.271  (meters)     519.26   (feet)  ADJUSTED  
 KW2767  ___________________________________________________________________
 KW2767  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KW2767  DYNAMIC HT  -         158.201 (meters)     519.03  (feet)  COMP
 KW2767  MODELED GRAV-     980,179.4   (mgal)                       NAVD 88
 KW2767
 KW2767  VERT ORDER  -  FIRST     CLASS II
 KW2767
 KW2767.The horizontal coordinates were scaled from a topographic map and have
 KW2767.an estimated accuracy of +/- 6 seconds.
 KW2767
 KW2767.The orthometric height was determined by differential leveling
 KW2767.and adjusted by the National Geodetic Survey in June 1991..
 KW2767
 KW2767.The geoid height was determined by GEOID03.
 KW2767
 KW2767.The dynamic height is computed by dividing the NAVD 88
 KW2767.geopotential number by the normal gravity value computed on the
 KW2767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2767.degrees latitude (g = 980.6199 gals.).
 KW2767
 KW2767.The modeled gravity was interpolated from observed gravity values.
 KW2767
 KW2767;                    North         East    Units  Estimated Accuracy
 KW2767;SPC PA S     -   170,890.      678,750.      MT  (+/- 180 meters Scaled)
 KW2767
 KW2767                          SUPERSEDED SURVEY CONTROL
 KW2767
 KW2767.No superseded survey control is available for this station.
 KW2767
 KW2767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL469257(NAD 83)
 KW2767_MARKER: DB = BENCH MARK DISK
 KW2767_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KW2767_SP_SET: WINGWALL
 KW2767_STAMPING: USGS 146 DOP 1962
 KW2767_MARK LOGO: PADH  
 KW2767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2767+STABILITY: SURFACE MOTION
 KW2767
 KW2767  HISTORY     - Date     Condition        Report By
 KW2767  HISTORY     - 1962     MONUMENTED       PADH
 KW2767  HISTORY     - 1983     GOOD             NGS
 KW2767  HISTORY     - 19990501 GOOD             PADT
 KW2767
 KW2767                          STATION DESCRIPTION
 KW2767
 KW2767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KW2767'IN SHAMOKIN DAM.
 KW2767'1.3 KM (0.8 MI) NORTH ALONG U.S. HIGHWAY 11 AND 15 FROM THE POST
 KW2767'OFFICE IN SHAMOKIN DAM, THENCE 1.5 KM (0.95 MI) NORTH ALONG U.S.
 KW2767'HIGHWAY 15 TO THE MARK ON THE RIGHT, IN THE SOUTHEAST WINGWALL OF A
 KW2767'SMALL BRIDGE OVER A SMALL CREEK, 11.2 METERS (37.0 FT) EAST OF THE
 KW2767'CENTERLINE OF U.S. HIGHWAY 15.
 KW2767'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 KW2767
 KW2767                          STATION RECOVERY (1999)
 KW2767
 KW2767'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (SMM)
 KW2767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1573 ***********************************************************************
 MA1573  DESIGNATION -  1460.76
 MA1573  PID         -  MA1573
 MA1573  STATE/COUNTY-  PA/CRAWFORD
 MA1573  USGS QUAD   -  SPARTANSBURG (1977)
 MA1573
 MA1573                         *CURRENT SURVEY CONTROL
 MA1573  ___________________________________________________________________
 MA1573* NAD 83(1986)-  41 50 00.     (N)    079 41 41.     (W)     SCALED    
 MA1573* NAVD 88     -       444.949  (meters)    1459.80   (feet)  ADJUSTED  
 MA1573  ___________________________________________________________________
 MA1573  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 MA1573  DYNAMIC HT  -         444.764 (meters)    1459.20  (feet)  COMP
 MA1573  MODELED GRAV-     980,194.2   (mgal)                       NAVD 88
 MA1573
 MA1573  VERT ORDER  -  SECOND    CLASS 0
 MA1573
 MA1573.The horizontal coordinates were scaled from a topographic map and have
 MA1573.an estimated accuracy of +/- 6 seconds.
 MA1573
 MA1573.The orthometric height was determined by differential leveling
 MA1573.and adjusted by the National Geodetic Survey in June 1991..
 MA1573
 MA1573.The geoid height was determined by GEOID03.
 MA1573
 MA1573.The dynamic height is computed by dividing the NAVD 88
 MA1573.geopotential number by the normal gravity value computed on the
 MA1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1573.degrees latitude (g = 980.6199 gals.).
 MA1573
 MA1573.The modeled gravity was interpolated from observed gravity values.
 MA1573
 MA1573;                    North         East    Units  Estimated Accuracy
 MA1573;SPC PA N     -   186,910.      438,480.      MT  (+/- 180 meters Scaled)
 MA1573
 MA1573                          SUPERSEDED SURVEY CONTROL
 MA1573
 MA1573  NGVD 29 (??/??/92)  445.097  (m)         1460.29   (f) ADJ UNCH    2 0
 MA1573
 MA1573.Superseded values are not recommended for survey control.
 MA1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1573.See file dsdata.txt to determine how the superseded data were derived.
 MA1573
 MA1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG083320(NAD 83)
 MA1573_MARKER: B = BOLT
 MA1573_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1573_SP_SET: CULVERT
 MA1573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1573
 MA1573  HISTORY     - Date     Condition        Report By
 MA1573  HISTORY     - UNK      MONUMENTED       PRR
 MA1573  HISTORY     - 1935     GOOD             NGS
 MA1573
 MA1573                          STATION DESCRIPTION
 MA1573
 MA1573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1573'0.6 MI N FROM SPARTANSBURG.
 MA1573'0.6 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA1573'AT SPARTANSBURG, CRAWFORD COUNTY, AT A 4-FOOT SPAN CONCRETE
 MA1573'BOX-CULVERT AND CATTLE PASS, IN THE TOP OF THE EAST HEAD WALL, 1
 MA1573'FOOT NORTH OF THE NORTH END, 19 FEET EAST OF THE EAST RAIL OF THE
 MA1573'MAIN TRACK, AND ABOUT 2-1/2 FEET LOWER THAN THE TRACK.  A COPPER
 MA1573'BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0124 ***********************************************************************
 KX0124  DESIGNATION -  1461
 KX0124  PID         -  KX0124
 KX0124  STATE/COUNTY-  PA/CENTRE
 KX0124  USGS QUAD   -  HOUTZDALE (1993)
 KX0124
 KX0124                         *CURRENT SURVEY CONTROL
 KX0124  ___________________________________________________________________
 KX0124* NAD 83(1986)-  40 51 02.     (N)    078 15 57.     (W)     SCALED    
 KX0124* NAVD 88     -       444.822  (meters)    1459.39   (feet)  ADJUSTED  
 KX0124  ___________________________________________________________________
 KX0124  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KX0124  DYNAMIC HT  -         444.595 (meters)    1458.64  (feet)  COMP
 KX0124  MODELED GRAV-     980,101.4   (mgal)                       NAVD 88
 KX0124
 KX0124  VERT ORDER  -  FIRST     CLASS I
 KX0124
 KX0124.The horizontal coordinates were scaled from a topographic map and have
 KX0124.an estimated accuracy of +/- 6 seconds.
 KX0124
 KX0124.The orthometric height was determined by differential leveling
 KX0124.and adjusted by the National Geodetic Survey in June 1991..
 KX0124.WARNING-Repeat measurements at this control monument indicate possible
 KX0124.vertical movement.
 KX0124
 KX0124.The geoid height was determined by GEOID03.
 KX0124
 KX0124.The dynamic height is computed by dividing the NAVD 88
 KX0124.geopotential number by the normal gravity value computed on the
 KX0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0124.degrees latitude (g = 980.6199 gals.).
 KX0124
 KX0124.The modeled gravity was interpolated from observed gravity values.
 KX0124
 KX0124;                    North         East    Units  Estimated Accuracy
 KX0124;SPC PA N     -    76,080.      556,500.      MT  (+/- 180 meters Scaled)
 KX0124
 KX0124                          SUPERSEDED SURVEY CONTROL
 KX0124
 KX0124  NGVD 29 (??/??/92)  444.974  (m)         1459.89   (f) ADJ UNCH    1 1
 KX0124
 KX0124.Superseded values are not recommended for survey control.
 KX0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0124.See file dsdata.txt to determine how the superseded data were derived.
 KX0124
 KX0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF304257(NAD 83)
 KX0124_MARKER: DD = SURVEY DISK
 KX0124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0124_SP_SET: ABUTMENT
 KX0124_STAMPING: 1461 PITTSBURG 1459.153
 KX0124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0124
 KX0124  HISTORY     - Date     Condition        Report By
 KX0124  HISTORY     - UNK      MONUMENTED       USGS
 KX0124  HISTORY     - 1966     GOOD             NGS
 KX0124
 KX0124                          STATION DESCRIPTION
 KX0124
 KX0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0124'0.2 MI NW FROM OSCEOLA MILLS.
 KX0124'ABOUT 0.2 MILE NORTHWEST ALONG STATE HIGHWAY 970, WHICH IS CURTIN
 KX0124'STREET, FROM THE PENNSYLVANIA RAILROAD FREIGHT STATION AT OSCEOLA
 KX0124'MILLS, 25 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 KX0124'SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 KX0124'ABUTMENT OF THE HIGHWAY BRIDGE OVER MOSHANNON CREEK, 1 1/2 FEET
 KX0124'SOUTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST METAL GUARD
 KX0124'RAIL, 4 FEET NORTHWEST OF POWER POLE NUMBER 53708, AND ABOUT
 KX0124'LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0161 ***********************************************************************
 KX0161  DESIGNATION -  1463
 KX0161  PID         -  KX0161
 KX0161  STATE/COUNTY-  PA/CLEARFIELD
 KX0161  USGS QUAD   -  WALLACETON (1993)
 KX0161
 KX0161                         *CURRENT SURVEY CONTROL
 KX0161  ___________________________________________________________________
 KX0161* NAD 83(1986)-  40 59 40.     (N)    078 20 49.     (W)     SCALED    
 KX0161* NAVD 88     -       445.885  (meters)    1462.87   (feet)  ADJUSTED  
 KX0161  ___________________________________________________________________
 KX0161  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KX0161  DYNAMIC HT  -         445.659 (meters)    1462.13  (feet)  COMP
 KX0161  MODELED GRAV-     980,105.2   (mgal)                       NAVD 88
 KX0161
 KX0161  VERT ORDER  -  FIRST     CLASS II
 KX0161
 KX0161.The horizontal coordinates were scaled from a topographic map and have
 KX0161.an estimated accuracy of +/- 6 seconds.
 KX0161
 KX0161.The orthometric height was determined by differential leveling
 KX0161.and adjusted by the National Geodetic Survey in June 1991..
 KX0161
 KX0161.The geoid height was determined by GEOID03.
 KX0161
 KX0161.The dynamic height is computed by dividing the NAVD 88
 KX0161.geopotential number by the normal gravity value computed on the
 KX0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0161.degrees latitude (g = 980.6199 gals.).
 KX0161
 KX0161.The modeled gravity was interpolated from observed gravity values.
 KX0161
 KX0161;                    North         East    Units  Estimated Accuracy
 KX0161;SPC PA N     -    92,100.      549,770.      MT  (+/- 180 meters Scaled)
 KX0161
 KX0161                          SUPERSEDED SURVEY CONTROL
 KX0161
 KX0161  NGVD 29 (??/??/92)  446.04   (m)         1463.4    (f) COMPUTED    1 2
 KX0161
 KX0161.Superseded values are not recommended for survey control.
 KX0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0161.See file dsdata.txt to determine how the superseded data were derived.
 KX0161
 KX0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF231415(NAD 83)
 KX0161_MARKER: DD = SURVEY DISK
 KX0161_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0161_SP_SET: ABUTMENT
 KX0161_STAMPING: 1463 PITTSBURG
 KX0161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0161
 KX0161  HISTORY     - Date     Condition        Report By
 KX0161  HISTORY     - UNK      MONUMENTED       USGS
 KX0161  HISTORY     - 1966     MARK NOT FOUND   NGS
 KX0161
 KX0161                          STATION DESCRIPTION
 KX0161
 KX0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0161'6.1 MI S FROM CLEARFIELD.
 KX0161'6.1 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0161'AT CLEARFIELD, CLEARFIELD COUNTY, ABOUT 330 FEET SOUTH OF THE
 KX0161'STATION AT WOODLAND, ABOUT 1,442 FEET NORTH OF MILEPOST 34,
 KX0161'ABOUT 110 FEET EAST OF THE UNITED BRETHREN CHURCH, ABOUT 90
 KX0161'FEET EAST OF THE CENTER LINE OF LAKE STREET, AT CONCRETE BRIDGE 34.27,
 KX0161'IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT, 9-1/2 FEET WEST
 KX0161'OF THE CENTER LINE OF THE TRACK, AND ABOUT 1-3/4 FEET LOWER THAN
 KX0161'THE TOP OF THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 KX0161'DISK, STAMPED 1463 PITTSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1113 ***********************************************************************
 KX1113  DESIGNATION -  1465
 KX1113  PID         -  KX1113
 KX1113  STATE/COUNTY-  PA/FAYETTE
 KX1113  USGS QUAD   -  SEVEN SPRINGS (1993)
 KX1113
 KX1113                         *CURRENT SURVEY CONTROL
 KX1113  ___________________________________________________________________
 KX1113* NAD 83(1986)-  40 03 43.     (N)    079 22 11.     (W)     SCALED    
 KX1113* NAVD 88     -       446.317  (meters)    1464.29   (feet)  ADJUSTED  
 KX1113  ___________________________________________________________________
 KX1113  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KX1113  DYNAMIC HT  -         446.056 (meters)    1463.44  (feet)  COMP
 KX1113  MODELED GRAV-     980,026.4   (mgal)                       NAVD 88
 KX1113
 KX1113  VERT ORDER  -  SECOND    CLASS 0
 KX1113
 KX1113.The horizontal coordinates were scaled from a topographic map and have
 KX1113.an estimated accuracy of +/- 6 seconds.
 KX1113
 KX1113.The orthometric height was determined by differential leveling
 KX1113.and adjusted by the National Geodetic Survey in June 1991..
 KX1113
 KX1113.The geoid height was determined by GEOID03.
 KX1113
 KX1113.The dynamic height is computed by dividing the NAVD 88
 KX1113.geopotential number by the normal gravity value computed on the
 KX1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1113.degrees latitude (g = 980.6199 gals.).
 KX1113
 KX1113.The modeled gravity was interpolated from observed gravity values.
 KX1113
 KX1113;                    North         East    Units  Estimated Accuracy
 KX1113;SPC PA S     -    82,170.      461,820.      MT  (+/- 180 meters Scaled)
 KX1113
 KX1113                          SUPERSEDED SURVEY CONTROL
 KX1113
 KX1113  NGVD 29 (??/??/92)  446.469  (m)         1464.79   (f) ADJ UNCH    2 0
 KX1113
 KX1113.Superseded values are not recommended for survey control.
 KX1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1113.See file dsdata.txt to determine how the superseded data were derived.
 KX1113
 KX1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE390359(NAD 83)
 KX1113_MARKER: DD = SURVEY DISK
 KX1113_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1113_SP_SET: BARN
 KX1113_STAMPING: PA 1465
 KX1113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1113
 KX1113  HISTORY     - Date     Condition        Report By
 KX1113  HISTORY     - UNK      MONUMENTED       USGS
 KX1113  HISTORY     - 1954     GOOD             NGS
 KX1113
 KX1113                          STATION DESCRIPTION
 KX1113
 KX1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KX1113'2.5 MI SW FROM JONES MILLS.
 KX1113'2.5 MILES SOUTHWEST ALONG STATE HIGHWAY 381 - 711 FROM THE JUNCTION
 KX1113'OF STATE HIGHWAY 31 AT JONES MILLS, AT THE JUNCTION OF A GRAVEL
 KX1113'ROAD LEADING SOUTHEAST AND DOWN HILL, 71 FEET SOUTHEAST OF CENTER
 KX1113'LINE OF HIGHWAY, 18 FEET NORTHEAST OF CENTER LINE OF GRAVEL ROAD,
 KX1113'SET VERTICALLY IN THE SOUTHWEST FACE OF THE STONE FOUNDATION OF
 KX1113'A LARGE UNPAINTED BARN, 0.4 FOOT SOUTHEAST OF WEST CORNER OF BARN,
 KX1113'1.8 FEET ABOVE GROUND AND ABOUT 2 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2766 ***********************************************************************
 KW2766  DESIGNATION -  147 DOP PADH
 KW2766  PID         -  KW2766
 KW2766  STATE/COUNTY-  PA/SNYDER
 KW2766  USGS QUAD   -  SUNBURY (1987)
 KW2766
 KW2766                         *CURRENT SURVEY CONTROL
 KW2766  ___________________________________________________________________
 KW2766* NAD 83(1986)-  40 52 16.     (N)    076 49 06.     (W)     SCALED    
 KW2766* NAVD 88     -       164.004  (meters)     538.07   (feet)  ADJUSTED  
 KW2766  ___________________________________________________________________
 KW2766  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KW2766  DYNAMIC HT  -         163.931 (meters)     537.83  (feet)  COMP
 KW2766  MODELED GRAV-     980,179.6   (mgal)                       NAVD 88
 KW2766
 KW2766  VERT ORDER  -  FIRST     CLASS II
 KW2766
 KW2766.The horizontal coordinates were scaled from a topographic map and have
 KW2766.an estimated accuracy of +/- 6 seconds.
 KW2766
 KW2766.The orthometric height was determined by differential leveling
 KW2766.and adjusted by the National Geodetic Survey in June 1991..
 KW2766
 KW2766.The geoid height was determined by GEOID03.
 KW2766
 KW2766.The dynamic height is computed by dividing the NAVD 88
 KW2766.geopotential number by the normal gravity value computed on the
 KW2766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2766.degrees latitude (g = 980.6199 gals.).
 KW2766
 KW2766.The modeled gravity was interpolated from observed gravity values.
 KW2766
 KW2766;                    North         East    Units  Estimated Accuracy
 KW2766;SPC PA S     -   171,170.      678,540.      MT  (+/- 180 meters Scaled)
 KW2766
 KW2766                          SUPERSEDED SURVEY CONTROL
 KW2766
 KW2766.No superseded survey control is available for this station.
 KW2766
 KW2766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL467260(NAD 83)
 KW2766_MARKER: DB = BENCH MARK DISK
 KW2766_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KW2766_SP_SET: WINGWALL
 KW2766_STAMPING: USGS 147 DOP 1962
 KW2766_MARK LOGO: PADH  
 KW2766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2766+STABILITY: SURFACE MOTION
 KW2766
 KW2766  HISTORY     - Date     Condition        Report By
 KW2766  HISTORY     - 1962     MONUMENTED       PADH
 KW2766  HISTORY     - 1983     GOOD             NGS
 KW2766
 KW2766                          STATION DESCRIPTION
 KW2766
 KW2766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KW2766'3.1 KM (1.95 MI) NORTH FROM SHAMOKIN DAM.
 KW2766'1.3 KM (0.8 MI) NORTH ALONG U.S. HIGHWAY 11 AND 15 FROM THE POST
 KW2766'OFFICE IN SHAMOKIN DAM, THENCE 1.8 KM (1.15 MI) NORTH ALONG U.S.
 KW2766'HIGHWAY 15 TO THE MARK ON THE RIGHT, IN THE SOUTHEAST WINGWALL OF A
 KW2766'SMALL BRIDGE OVER A SMALL CREEK, 14.7 METERS (48.5 FT) NORTH OF THE
 KW2766'CENTERLINE OF U.S. HIGHWAY 15.
 KW2766'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0059 ***********************************************************************
 MA0059  DESIGNATION -  1471.6
 MA0059  PID         -  MA0059
 MA0059  STATE/COUNTY-  PA/MCKEAN
 MA0059  USGS QUAD   -  PORT ALLEGANY (1983)
 MA0059
 MA0059                         *CURRENT SURVEY CONTROL
 MA0059  ___________________________________________________________________
 MA0059* NAD 83(1986)-  41 48 09.     (N)    078 16 01.     (W)     SCALED    
 MA0059* NAVD 88     -       448.578  (meters)    1471.71   (feet)  ADJUSTED  
 MA0059  ___________________________________________________________________
 MA0059  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 MA0059  DYNAMIC HT  -         448.394 (meters)    1471.11  (feet)  COMP
 MA0059  MODELED GRAV-     980,198.7   (mgal)                       NAVD 88
 MA0059
 MA0059  VERT ORDER  -  SECOND    CLASS 0
 MA0059
 MA0059.The horizontal coordinates were scaled from a topographic map and have
 MA0059.an estimated accuracy of +/- 6 seconds.
 MA0059
 MA0059.The orthometric height was determined by differential leveling
 MA0059.and adjusted by the National Geodetic Survey in June 1991..
 MA0059
 MA0059.The geoid height was determined by GEOID03.
 MA0059
 MA0059.The dynamic height is computed by dividing the NAVD 88
 MA0059.geopotential number by the normal gravity value computed on the
 MA0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0059.degrees latitude (g = 980.6199 gals.).
 MA0059
 MA0059.The modeled gravity was interpolated from observed gravity values.
 MA0059
 MA0059;                    North         East    Units  Estimated Accuracy
 MA0059;SPC PA N     -   181,800.      557,040.      MT  (+/- 180 meters Scaled)
 MA0059
 MA0059                          SUPERSEDED SURVEY CONTROL
 MA0059
 MA0059  NGVD 29 (??/??/92)  448.73   (m)         1472.2    (f) COMPUTED    2 0
 MA0059
 MA0059.Superseded values are not recommended for survey control.
 MA0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0059.See file dsdata.txt to determine how the superseded data were derived.
 MA0059
 MA0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG270314(NAD 83)
 MA0059_MARKER: N = NAIL
 MA0059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0059_SP_SET: MAPLE TREE ROOT
 MA0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0059
 MA0059  HISTORY     - Date     Condition        Report By
 MA0059  HISTORY     - UNK      MONUMENTED       USGS
 MA0059  HISTORY     - 1968     MARK NOT FOUND   NGS
 MA0059  HISTORY     - 20010925 MARK NOT FOUND   USPSQD
 MA0059
 MA0059                          STATION DESCRIPTION
 MA0059
 MA0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MA0059'1.1 MI E FROM PORT ALLEGANY.
 MA0059'1.1 MILES EAST ALONG THE COUDERSPORT AND PORT ALLEGANY RAILROAD
 MA0059'FROM PORT ALLEGANY, MC KEAN COUNTY, ABOUT 60 FEET SOUTH OF A
 MA0059'TWO-STORY FRAME HOUSE, ABOUT 70 FEET WEST OF A 40- BY 60-FOOT
 MA0059'BARN, 30 FEET NORTH OF THE NORTH RAIL, IN THE ROOT OF A MAPLE
 MA0059'TREE, AND 7.5 FEET LOWER THAN THE TOP OF THE RAIL.  A UNITED
 MA0059'STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 MA0059
 MA0059                          STATION RECOVERY (2001)
 MA0059
 MA0059'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1577 ***********************************************************************
 MA1577  DESIGNATION -  1472.29
 MA1577  PID         -  MA1577
 MA1577  STATE/COUNTY-  PA/CRAWFORD
 MA1577  USGS QUAD   -  SPARTANSBURG (1977)
 MA1577
 MA1577                         *CURRENT SURVEY CONTROL
 MA1577  ___________________________________________________________________
 MA1577* NAD 83(1986)-  41 51 38.     (N)    079 43 27.     (W)     SCALED    
 MA1577* NAVD 88     -       448.485  (meters)    1471.40   (feet)  ADJUSTED  
 MA1577  ___________________________________________________________________
 MA1577  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 MA1577  DYNAMIC HT  -         448.299 (meters)    1470.79  (feet)  COMP
 MA1577  MODELED GRAV-     980,194.5   (mgal)                       NAVD 88
 MA1577
 MA1577  VERT ORDER  -  SECOND    CLASS 0
 MA1577
 MA1577.The horizontal coordinates were scaled from a topographic map and have
 MA1577.an estimated accuracy of +/- 6 seconds.
 MA1577
 MA1577.The orthometric height was determined by differential leveling
 MA1577.and adjusted by the National Geodetic Survey in June 1991..
 MA1577
 MA1577.The geoid height was determined by GEOID03.
 MA1577
 MA1577.The dynamic height is computed by dividing the NAVD 88
 MA1577.geopotential number by the normal gravity value computed on the
 MA1577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1577.degrees latitude (g = 980.6199 gals.).
 MA1577
 MA1577.The modeled gravity was interpolated from observed gravity values.
 MA1577
 MA1577;                    North         East    Units  Estimated Accuracy
 MA1577;SPC PA N     -   189,990.      436,100.      MT  (+/- 180 meters Scaled)
 MA1577
 MA1577                          SUPERSEDED SURVEY CONTROL
 MA1577
 MA1577  NGVD 29 (??/??/92)  448.632  (m)         1471.89   (f) ADJ UNCH    2 0
 MA1577
 MA1577.Superseded values are not recommended for survey control.
 MA1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1577.See file dsdata.txt to determine how the superseded data were derived.
 MA1577
 MA1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG058350(NAD 83)
 MA1577_MARKER: B = BOLT
 MA1577_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1577_SP_SET: BRIDGE
 MA1577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1577
 MA1577  HISTORY     - Date     Condition        Report By
 MA1577  HISTORY     - UNK      MONUMENTED       PRR
 MA1577  HISTORY     - 1935     GOOD             NGS
 MA1577  HISTORY     - 20030531 MARK NOT FOUND   USPSQD
 MA1577
 MA1577                          STATION DESCRIPTION
 MA1577
 MA1577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1577'3 MI N FROM SPARTANSBURG.
 MA1577'3.0 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA1577'AT SPARTANSBURG, CRAWFORD COUNTY, AT BRIDGE 99.20 OVER A HIGHWAY,
 MA1577'IN THE TOP OF THE NORTHWEST WING WALL, 7 FEET WEST OF THE WEST
 MA1577'RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A COPPER BOLT.
 MA1577
 MA1577                          STATION RECOVERY (2003)
 MA1577
 MA1577'RECOVERY NOTE BY US POWER SQUADRON 2003 (JK)
 MA1577'WING WALL OF BRIDGE HAS BEEN RE CEMENTED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0473 ***********************************************************************
 MA0473  DESIGNATION -  1478.9
 MA0473  PID         -  MA0473
 MA0473  STATE/COUNTY-  PA/ELK
 MA0473  USGS QUAD   -  RIDGWAY (1988)
 MA0473
 MA0473                         *CURRENT SURVEY CONTROL
 MA0473  ___________________________________________________________________
 MA0473* NAD 83(1986)-  41 25 07.     (N)    078 39 22.     (W)     SCALED    
 MA0473* NAVD 88     -       450.651  (meters)    1478.51   (feet)  ADJUSTED  
 MA0473  ___________________________________________________________________
 MA0473  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 MA0473  DYNAMIC HT  -         450.447 (meters)    1477.84  (feet)  COMP
 MA0473  MODELED GRAV-     980,156.2   (mgal)                       NAVD 88
 MA0473
 MA0473  VERT ORDER  -  SECOND    CLASS 0
 MA0473
 MA0473.The horizontal coordinates were scaled from a topographic map and have
 MA0473.an estimated accuracy of +/- 6 seconds.
 MA0473
 MA0473.The orthometric height was determined by differential leveling
 MA0473.and adjusted by the National Geodetic Survey in June 1991..
 MA0473
 MA0473.The geoid height was determined by GEOID03.
 MA0473
 MA0473.The dynamic height is computed by dividing the NAVD 88
 MA0473.geopotential number by the normal gravity value computed on the
 MA0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0473.degrees latitude (g = 980.6199 gals.).
 MA0473
 MA0473.The modeled gravity was interpolated from observed gravity values.
 MA0473
 MA0473;                    North         East    Units  Estimated Accuracy
 MA0473;SPC PA N     -   139,430.      524,250.      MT  (+/- 180 meters Scaled)
 MA0473
 MA0473                          SUPERSEDED SURVEY CONTROL
 MA0473
 MA0473  NGVD 29 (??/??/92)  450.795  (m)         1478.98   (f) ADJ UNCH    2 0
 MA0473
 MA0473.Superseded values are not recommended for survey control.
 MA0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0473.See file dsdata.txt to determine how the superseded data were derived.
 MA0473
 MA0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF958878(NAD 83)
 MA0473_MARKER: Q = CHISELED SQUARE
 MA0473_SETTING: 0 = UNSPECIFIED SETTING
 MA0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0473
 MA0473  HISTORY     - Date     Condition        Report By
 MA0473  HISTORY     - UNK      MONUMENTED       USGS
 MA0473  HISTORY     - 1934     GOOD             NGS
 MA0473  HISTORY     - 20040428 MARK NOT FOUND   USPSQD
 MA0473
 MA0473                          STATION DESCRIPTION
 MA0473
 MA0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0473'5.4 MI W FROM ST MARYS.
 MA0473'5.4 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM ST. MARYS,
 MA0473'ELK COUNTY, AT DAGUSCAHONDA, ABOUT 435 FEET WEST OF MILEPOST
 MA0473'123, 20 FEET WEST OF THE CENTER LINE OF A ROAD, 70 FEET NORTH OF
 MA0473'THE CENTER LINE OF THE TRACK ON THE TOP OF THE RAIL.  A CHISELED
 MA0473'SQUARE, PAINTED 1478.9.
 MA0473
 MA0473                          STATION RECOVERY (2004)
 MA0473
 MA0473'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0057 ***********************************************************************
 MA0057  DESIGNATION -  1479.98
 MA0057  PID         -  MA0057
 MA0057  STATE/COUNTY-  PA/MCKEAN
 MA0057  USGS QUAD   -  PORT ALLEGANY (1983)
 MA0057
 MA0057                         *CURRENT SURVEY CONTROL
 MA0057  ___________________________________________________________________
 MA0057* NAD 83(1986)-  41 48 19.     (N)    078 16 37.     (W)     SCALED    
 MA0057* NAVD 88     -       451.122  (meters)    1480.06   (feet)  ADJUSTED  
 MA0057  ___________________________________________________________________
 MA0057  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 MA0057  DYNAMIC HT  -         450.937 (meters)    1479.45  (feet)  COMP
 MA0057  MODELED GRAV-     980,199.4   (mgal)                       NAVD 88
 MA0057
 MA0057  VERT ORDER  -  SECOND    CLASS 0
 MA0057
 MA0057.The horizontal coordinates were scaled from a topographic map and have
 MA0057.an estimated accuracy of +/- 6 seconds.
 MA0057
 MA0057.The orthometric height was determined by differential leveling
 MA0057.and adjusted by the National Geodetic Survey in June 1991..
 MA0057
 MA0057.The geoid height was determined by GEOID03.
 MA0057
 MA0057.The dynamic height is computed by dividing the NAVD 88
 MA0057.geopotential number by the normal gravity value computed on the
 MA0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0057.degrees latitude (g = 980.6199 gals.).
 MA0057
 MA0057.The modeled gravity was interpolated from observed gravity values.
 MA0057
 MA0057;                    North         East    Units  Estimated Accuracy
 MA0057;SPC PA N     -   182,110.      556,210.      MT  (+/- 180 meters Scaled)
 MA0057
 MA0057                          SUPERSEDED SURVEY CONTROL
 MA0057
 MA0057  NGVD 29 (??/??/92)  451.28   (m)         1480.6    (f) COMPUTED    2 0
 MA0057
 MA0057.Superseded values are not recommended for survey control.
 MA0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0057.See file dsdata.txt to determine how the superseded data were derived.
 MA0057
 MA0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG262317(NAD 83)
 MA0057_MARKER: B = BOLT
 MA0057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0057_SP_SET: ABUTMENT
 MA0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0057
 MA0057  HISTORY     - Date     Condition        Report By
 MA0057  HISTORY     - UNK      MONUMENTED       USGS
 MA0057  HISTORY     - 1968     MARK NOT FOUND   NGS
 MA0057  HISTORY     - 20010925 MARK NOT FOUND   USPSQD
 MA0057
 MA0057                          STATION DESCRIPTION
 MA0057
 MA0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MA0057'0.7 MI SE FROM PORT ALLEGANY.
 MA0057'0.7 MILE SOUTHEAST ALONG THE COUDERSPORT AND PORT ALLEGANY
 MA0057'RAILROAD FROM PORT ALLEGANY, MC KEAN COUNTY, AT THE CROSSING
 MA0057'OF U.S. HIGHWAY 6, AT THE 200-FOOT STEEL HIGHWAY BRIDGE, IN
 MA0057'THE TOP OF THE WEST END OF THE NORTH ABUTMENT, 9 FEET WEST
 MA0057'OF THE CENTER LINE OF THE FINISHED GRADE, AND 1 FOOT LOWER
 MA0057'THAN THE FINISHED GRADE.  A PAINTED IRON BOLT.
 MA0057
 MA0057                          STATION RECOVERY (2001)
 MA0057
 MA0057'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2765 ***********************************************************************
 KW2765  DESIGNATION -  148 DOP PADH
 KW2765  PID         -  KW2765
 KW2765  STATE/COUNTY-  PA/SNYDER
 KW2765  USGS QUAD   -  SUNBURY (1987)
 KW2765
 KW2765                         *CURRENT SURVEY CONTROL
 KW2765  ___________________________________________________________________
 KW2765* NAD 83(1986)-  40 52 20.     (N)    076 49 12.     (W)     SCALED    
 KW2765* NAVD 88     -       168.422  (meters)     552.56   (feet)  ADJUSTED  
 KW2765  ___________________________________________________________________
 KW2765  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KW2765  DYNAMIC HT  -         168.348 (meters)     552.32  (feet)  COMP
 KW2765  MODELED GRAV-     980,179.6   (mgal)                       NAVD 88
 KW2765
 KW2765  VERT ORDER  -  FIRST     CLASS II
 KW2765
 KW2765.The horizontal coordinates were scaled from a topographic map and have
 KW2765.an estimated accuracy of +/- 6 seconds.
 KW2765
 KW2765.The orthometric height was determined by differential leveling
 KW2765.and adjusted by the National Geodetic Survey in June 1991..
 KW2765
 KW2765.The geoid height was determined by GEOID03.
 KW2765
 KW2765.The dynamic height is computed by dividing the NAVD 88
 KW2765.geopotential number by the normal gravity value computed on the
 KW2765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2765.degrees latitude (g = 980.6199 gals.).
 KW2765
 KW2765.The modeled gravity was interpolated from observed gravity values.
 KW2765
 KW2765;                    North         East    Units  Estimated Accuracy
 KW2765;SPC PA S     -   171,290.      678,390.      MT  (+/- 180 meters Scaled)
 KW2765
 KW2765                          SUPERSEDED SURVEY CONTROL
 KW2765
 KW2765.No superseded survey control is available for this station.
 KW2765
 KW2765_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL466261(NAD 83)
 KW2765_MARKER: DB = BENCH MARK DISK
 KW2765_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KW2765_SP_SET: WINGWALL
 KW2765_STAMPING: USGS 148 DOP 1962
 KW2765_MARK LOGO: PADH  
 KW2765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2765+STABILITY: SURFACE MOTION
 KW2765
 KW2765  HISTORY     - Date     Condition        Report By
 KW2765  HISTORY     - 1962     MONUMENTED       PADH
 KW2765  HISTORY     - 1983     GOOD             NGS
 KW2765  HISTORY     - 19990501 GOOD             PADT
 KW2765
 KW2765                          STATION DESCRIPTION
 KW2765
 KW2765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KW2765'3.4 KM (2.1 MI) NORTH FROM SHAMOKIN DAM.
 KW2765'1.3 KM (0.8 MI) NORTH ALONG U.S. HIGHWAY 11 AND 15 FROM THE POST
 KW2765'OFFICE IN SHAMOKIN DAM, THENCE 2.1 KM (1.3 MI) NORTH ALONG U.S.
 KW2765'HIGHWAY 15 TO THE MARK ON THE RIGHT, IN THE SOUTHEAST WINGWALL OF A
 KW2765'SMALL BRIDGE, 7.3 METERS (24.0 FT) NORTH OF THE CENTERLINE OF THE
 KW2765'NORTHBOUND LANE OF U.S. HIGHWAY 15.
 KW2765'THE MARK IS 0.30 M ABOVE HIGHWAY.
 KW2765
 KW2765                          STATION RECOVERY (1999)
 KW2765
 KW2765'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (SMM)
 KW2765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1117 ***********************************************************************
 LZ1117  DESIGNATION -  1486.0
 LZ1117  PID         -  LZ1117
 LZ1117  STATE/COUNTY-  PA/LYCOMING
 LZ1117  USGS QUAD   -  JERSEY MILLS (1983)
 LZ1117
 LZ1117                         *CURRENT SURVEY CONTROL
 LZ1117  ___________________________________________________________________
 LZ1117* NAD 83(1986)-  41 19 02.     (N)    077 27 32.     (W)     SCALED    
 LZ1117* NAVD 88     -       452.882  (meters)    1485.83   (feet)  ADJUSTED  
 LZ1117  ___________________________________________________________________
 LZ1117  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 LZ1117  DYNAMIC HT  -         452.664 (meters)    1485.12  (feet)  COMP
 LZ1117  MODELED GRAV-     980,128.4   (mgal)                       NAVD 88
 LZ1117
 LZ1117  VERT ORDER  -  SECOND    CLASS 0
 LZ1117
 LZ1117.The horizontal coordinates were scaled from a topographic map and have
 LZ1117.an estimated accuracy of +/- 6 seconds.
 LZ1117
 LZ1117.The orthometric height was determined by differential leveling
 LZ1117.and adjusted by the National Geodetic Survey in June 1991..
 LZ1117
 LZ1117.The geoid height was determined by GEOID03.
 LZ1117
 LZ1117.The dynamic height is computed by dividing the NAVD 88
 LZ1117.geopotential number by the normal gravity value computed on the
 LZ1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1117.degrees latitude (g = 980.6199 gals.).
 LZ1117
 LZ1117.The modeled gravity was interpolated from observed gravity values.
 LZ1117
 LZ1117;                    North         East    Units  Estimated Accuracy
 LZ1117;SPC PA N     -   127,810.      624,370.      MT  (+/- 180 meters Scaled)
 LZ1117
 LZ1117                          SUPERSEDED SURVEY CONTROL
 LZ1117
 LZ1117  NGVD 29 (??/??/92)  453.066  (m)         1486.43   (f) ADJ UNCH    2 0
 LZ1117
 LZ1117.Superseded values are not recommended for survey control.
 LZ1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1117.See file dsdata.txt to determine how the superseded data were derived.
 LZ1117
 LZ1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL941768(NAD 83)
 LZ1117_MARKER: N = NAIL
 LZ1117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1117_SP_SET: MAPLE TREE ROOT
 LZ1117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1117
 LZ1117  HISTORY     - Date     Condition        Report By
 LZ1117  HISTORY     - UNK      MONUMENTED       USGS
 LZ1117  HISTORY     - 1935     GOOD             NGS
 LZ1117
 LZ1117                          STATION DESCRIPTION
 LZ1117
 LZ1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ1117'5.6 MI NW FROM WATERVILLE.
 LZ1117'5.6 MILES NORTHWEST ALONG STATE HIGHWAY 44 FROM WATERVILLE, AT
 LZ1117'HIGHWAY STATION 8/75+00, OPPOSITE THE EAST END OF THE E.C.W. CAMP
 LZ1117'(CCC CAMP 82), 50 FEET EAST OF THE EAST OF THE FURNACE LODGE, AT
 LZ1117'THE JUNCTION OF THE WALKER ROAD LEADING SOUTHWEST, 28 FEET SOUTH
 LZ1117'OF THE CENTER LINE OF THE HIGHWAY, 5 FEET NORTHEAST OF A 14-INCH
 LZ1117'MAPLE TREE, IN THE NORTHEAST ROOT OF A 4 INCH MAPLE TREE PAINTED
 LZ1117'1486.0, AND 3 FEET LOWER THAN THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2764 ***********************************************************************
 KW2764  DESIGNATION -  149 DOP PADH
 KW2764  PID         -  KW2764
 KW2764  STATE/COUNTY-  PA/SNYDER
 KW2764  USGS QUAD   -  SUNBURY (1987)
 KW2764
 KW2764                         *CURRENT SURVEY CONTROL
 KW2764  ___________________________________________________________________
 KW2764* NAD 83(1986)-  40 52 25.     (N)    076 49 48.     (W)     SCALED    
 KW2764* NAVD 88     -       178.601  (meters)     585.96   (feet)  ADJUSTED  
 KW2764  ___________________________________________________________________
 KW2764  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 KW2764  DYNAMIC HT  -         178.522 (meters)     585.70  (feet)  COMP
 KW2764  MODELED GRAV-     980,178.9   (mgal)                       NAVD 88
 KW2764
 KW2764  VERT ORDER  -  FIRST     CLASS II
 KW2764
 KW2764.The horizontal coordinates were scaled from a topographic map and have
 KW2764.an estimated accuracy of +/- 6 seconds.
 KW2764
 KW2764.The orthometric height was determined by differential leveling
 KW2764.and adjusted by the National Geodetic Survey in June 1991..
 KW2764
 KW2764.The geoid height was determined by GEOID03.
 KW2764
 KW2764.The dynamic height is computed by dividing the NAVD 88
 KW2764.geopotential number by the normal gravity value computed on the
 KW2764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2764.degrees latitude (g = 980.6199 gals.).
 KW2764
 KW2764.The modeled gravity was interpolated from observed gravity values.
 KW2764
 KW2764;                    North         East    Units  Estimated Accuracy
 KW2764;SPC PA S     -   171,430.      677,550.      MT  (+/- 180 meters Scaled)
 KW2764
 KW2764                          SUPERSEDED SURVEY CONTROL
 KW2764
 KW2764.No superseded survey control is available for this station.
 KW2764
 KW2764_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL457263(NAD 83)
 KW2764_MARKER: DB = BENCH MARK DISK
 KW2764_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KW2764_SP_SET: WINGWALL
 KW2764_STAMPING: USGS 149 DOP 1962
 KW2764_MARK LOGO: PADH  
 KW2764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2764+STABILITY: SURFACE MOTION
 KW2764
 KW2764  HISTORY     - Date     Condition        Report By
 KW2764  HISTORY     - 1962     MONUMENTED       PADH
 KW2764  HISTORY     - 1983     GOOD             NGS
 KW2764  HISTORY     - 19990501 GOOD             PADT
 KW2764
 KW2764                          STATION DESCRIPTION
 KW2764
 KW2764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KW2764'4.2 KM (2.65 MI) NORTH FROM SHAMOKIN DAM.
 KW2764'1.3 KM (0.8 MI) NORTH ALONG U.S. HIGHWAY 11 AND 15 FROM THE POST
 KW2764'OFFICE IN SHAMOKIN DAM, THENCE 2.9 KM (1.85 MI) NORTH ALONG U.S.
 KW2764'HIGHWAY 15 TO THE MARK ON THE LEFT, IN A LARGE BOX CULVERT UNDER A
 KW2764'CROSSOVER, IN SOUTH WINGWALL, 16.6 METERS (54.5 FT) NORTH OF THE
 KW2764'CENTERLINE OF THE SOUTHBOUND LANE OF U.S. HIGHWAY 15.
 KW2764'THE MARK IS 3.0 M BELOW HIGHWAY.
 KW2764
 KW2764                          STATION RECOVERY (1999)
 KW2764
 KW2764'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (SMM)
 KW2764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1102 ***********************************************************************
 MA1102  DESIGNATION -  1491
 MA1102  PID         -  MA1102
 MA1102  STATE/COUNTY-  PA/CLARION
 MA1102  USGS QUAD   -  CLARION (1981)
 MA1102
 MA1102                         *CURRENT SURVEY CONTROL
 MA1102  ___________________________________________________________________
 MA1102* NAD 83(1986)-  41 12 56.     (N)    079 23 10.     (W)     SCALED    
 MA1102* NAVD 88     -       454.288  (meters)    1490.44   (feet)  ADJUSTED  
 MA1102  ___________________________________________________________________
 MA1102  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MA1102  DYNAMIC HT  -         454.075 (meters)    1489.74  (feet)  COMP
 MA1102  MODELED GRAV-     980,141.4   (mgal)                       NAVD 88
 MA1102
 MA1102  VERT ORDER  -  SECOND    CLASS 0
 MA1102
 MA1102.The horizontal coordinates were scaled from a topographic map and have
 MA1102.an estimated accuracy of +/- 6 seconds.
 MA1102
 MA1102.The orthometric height was determined by differential leveling
 MA1102.and adjusted by the National Geodetic Survey in June 1991..
 MA1102.WARNING-Repeat measurements at this control monument indicate possible
 MA1102.vertical movement.
 MA1102
 MA1102.The geoid height was determined by GEOID03.
 MA1102
 MA1102.The dynamic height is computed by dividing the NAVD 88
 MA1102.geopotential number by the normal gravity value computed on the
 MA1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1102.degrees latitude (g = 980.6199 gals.).
 MA1102
 MA1102.The modeled gravity was interpolated from observed gravity values.
 MA1102
 MA1102;                    North         East    Units  Estimated Accuracy
 MA1102;SPC PA N     -   117,780.      462,810.      MT  (+/- 180 meters Scaled)
 MA1102
 MA1102                          SUPERSEDED SURVEY CONTROL
 MA1102
 MA1102  NGVD 29 (??/??/92)  454.447  (m)         1490.96   (f) ADJ UNCH    2 0
 MA1102
 MA1102.Superseded values are not recommended for survey control.
 MA1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1102.See file dsdata.txt to determine how the superseded data were derived.
 MA1102
 MA1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF352639(NAD 83)
 MA1102_MARKER: DD = SURVEY DISK
 MA1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1102_SP_SET: STONE
 MA1102_STAMPING: 1491 ADJ 1903
 MA1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1102+STABILITY: SURFACE MOTION
 MA1102
 MA1102  HISTORY     - Date     Condition        Report By
 MA1102  HISTORY     - 1903     MONUMENTED       USGS
 MA1102  HISTORY     - 1967     GOOD             NGS
 MA1102  HISTORY     - 1976     GOOD             PADT
 MA1102  HISTORY     - 20040302 GOOD             PADT
 MA1102
 MA1102                          STATION DESCRIPTION
 MA1102
 MA1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1102'AT CLARION.
 MA1102'AT CLARION, CLARION COUNTY, ABOUT 70 FEET WEST OF THE NORTHEAST
 MA1102'CORNER OF THE COUNTY COURTHOUSE, 40 FEET SOUTHEAST OF THE CENTER
 MA1102'OF A DIRT ROAD LEADING TO THE RAY PRINTING CO. 2-STORY FRAME
 MA1102'HOUSE, AND AT THE NORTHWEST CORNER OF THE COURTHOUSE LAWN.  A
 MA1102'UNITED STATES GEOLOGICAL SURVEY STANDARD MERIDIAN-MARK DISK,
 MA1102'STAMPED 1491 ADJ. 1903 AND SET IN THE TOP OF A STONE POST
 MA1102'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 MA1102
 MA1102                          STATION RECOVERY (1976)
 MA1102
 MA1102'RECOVERY NOTE BY PA DEPT OF TRANSP 1976
 MA1102'RECOVERED IN GOOD CONDITION.
 MA1102
 MA1102                          STATION RECOVERY (2004)
 MA1102
 MA1102'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (LMS)
 MA1102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0472 ***********************************************************************
 MA0472  DESIGNATION -  1493.6
 MA0472  PID         -  MA0472
 MA0472  STATE/COUNTY-  PA/ELK
 MA0472  USGS QUAD   -  RIDGWAY (1988)
 MA0472
 MA0472                         *CURRENT SURVEY CONTROL
 MA0472  ___________________________________________________________________
 MA0472* NAD 83(1986)-  41 25 24.     (N)    078 38 17.     (W)     SCALED    
 MA0472* NAVD 88     -       455.134  (meters)    1493.22   (feet)  ADJUSTED  
 MA0472  ___________________________________________________________________
 MA0472  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 MA0472  DYNAMIC HT  -         454.929 (meters)    1492.55  (feet)  COMP
 MA0472  MODELED GRAV-     980,157.8   (mgal)                       NAVD 88
 MA0472
 MA0472  VERT ORDER  -  SECOND    CLASS 0
 MA0472
 MA0472.The horizontal coordinates were scaled from a topographic map and have
 MA0472.an estimated accuracy of +/- 6 seconds.
 MA0472
 MA0472.The orthometric height was determined by differential leveling
 MA0472.and adjusted by the National Geodetic Survey in June 1991..
 MA0472
 MA0472.The geoid height was determined by GEOID03.
 MA0472
 MA0472.The dynamic height is computed by dividing the NAVD 88
 MA0472.geopotential number by the normal gravity value computed on the
 MA0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0472.degrees latitude (g = 980.6199 gals.).
 MA0472
 MA0472.The modeled gravity was interpolated from observed gravity values.
 MA0472
 MA0472;                    North         East    Units  Estimated Accuracy
 MA0472;SPC PA N     -   139,940.      525,770.      MT  (+/- 180 meters Scaled)
 MA0472
 MA0472                          SUPERSEDED SURVEY CONTROL
 MA0472
 MA0472  NGVD 29 (??/??/92)  455.278  (m)         1493.69   (f) ADJ UNCH    2 0
 MA0472
 MA0472.Superseded values are not recommended for survey control.
 MA0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0472.See file dsdata.txt to determine how the superseded data were derived.
 MA0472
 MA0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF973884(NAD 83)
 MA0472_MARKER: B = BOLT
 MA0472_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0472_SP_SET: CULVERT
 MA0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MA0472+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2004
 MA0472
 MA0472  HISTORY     - Date     Condition        Report By
 MA0472  HISTORY     - UNK      MONUMENTED       PRR
 MA0472  HISTORY     - 1934     GOOD             NGS
 MA0472  HISTORY     - 20040428 GOOD             USPSQD
 MA0472
 MA0472                          STATION DESCRIPTION
 MA0472
 MA0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0472'4.5 MI W FROM ST MARYS.
 MA0472'4.5 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM ST. MARYS,
 MA0472'ELK COUNTY, ABOUT 275 FEET WEST OF MILEPOST 124, AT A STONE
 MA0472'CULVERT, IN THE TOP OF THE SOUTH END 11 FEET SOUTH OF THE CENTER
 MA0472'LINE OF THE TRACK, AND ABOUT 2-1/2 FEET LOWER THAN THE TOP OF
 MA0472'THE RAIL.  THE TOP OF A COPPER BOLT, PAINTED 1493.6.
 MA0472
 MA0472                          STATION RECOVERY (2004)
 MA0472
 MA0472'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0632 ***********************************************************************
 KX0632  DESIGNATION -  15
 KX0632  PID         -  KX0632
 KX0632  STATE/COUNTY-  PA/BEDFORD
 KX0632  USGS QUAD   -  BEDFORD (1987)
 KX0632
 KX0632                         *CURRENT SURVEY CONTROL
 KX0632  ___________________________________________________________________
 KX0632* NAD 83(1986)-  40 06 09.     (N)    078 31 30.     (W)     SCALED    
 KX0632* NAVD 88     -       329.079  (meters)    1079.65   (feet)  ADJUSTED  
 KX0632  ___________________________________________________________________
 KX0632  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KX0632  DYNAMIC HT  -         328.893 (meters)    1079.04  (feet)  COMP
 KX0632  MODELED GRAV-     980,052.3   (mgal)                       NAVD 88
 KX0632
 KX0632  VERT ORDER  -  SECOND    CLASS 0
 KX0632
 KX0632.The horizontal coordinates were scaled from a topographic map and have
 KX0632.an estimated accuracy of +/- 6 seconds.
 KX0632
 KX0632.The orthometric height was determined by differential leveling
 KX0632.and adjusted by the National Geodetic Survey in June 1991..
 KX0632
 KX0632.The geoid height was determined by GEOID03.
 KX0632
 KX0632.The dynamic height is computed by dividing the NAVD 88
 KX0632.geopotential number by the normal gravity value computed on the
 KX0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0632.degrees latitude (g = 980.6199 gals.).
 KX0632
 KX0632.The modeled gravity was interpolated from observed gravity values.
 KX0632
 KX0632;                    North         East    Units  Estimated Accuracy
 KX0632;SPC PA S     -    85,690.      533,920.      MT  (+/- 180 meters Scaled)
 KX0632
 KX0632                          SUPERSEDED SURVEY CONTROL
 KX0632
 KX0632  NGVD 29 (??/??/92)  329.237  (m)         1080.17   (f) ADJ UNCH    2 0
 KX0632
 KX0632.Superseded values are not recommended for survey control.
 KX0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0632.See file dsdata.txt to determine how the superseded data were derived.
 KX0632
 KX0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE109420(NAD 83)
 KX0632_MARKER: DD = SURVEY DISK
 KX0632_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0632_SP_SET: CATCH BASIN
 KX0632_STAMPING: 15 AFK 1080 1965
 KX0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0632
 KX0632  HISTORY     - Date     Condition        Report By
 KX0632  HISTORY     - 1965     MONUMENTED       USGS
 KX0632  HISTORY     - 1967     GOOD             NGS
 KX0632  HISTORY     - 1969     GOOD             USGS
 KX0632
 KX0632                          STATION DESCRIPTION
 KX0632
 KX0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0632'6.1 MI N FROM BEDFORD.
 KX0632'ABOUT 6.1 MILES NORTH ALONG U.S. HIGHWAY 220 FROM THE JUNCTION
 KX0632'OF U.S. HIGHWAY 220 AND 30 (PITT STREET), SET IN THE TOP OF THE
 KX0632'FRONT WALL OF A CATCH BASIN, 148.0 FEET NORTH OF THE NORTH RAIL
 KX0632'OF THE PENNSYLVANIA RAILROAD, 42.0 FEET WEST OF THE CENTERLINE
 KX0632'OF HIGHWAY, 26.0 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A
 KX0632'GRAVELED ROAD, 1.0 FOOT NORTHEAST OF THE SOUTHWEST END OF WALL
 KX0632'AND ABOUT LEVEL WITH HIGHWAY.
 KX0632
 KX0632                          STATION RECOVERY (1969)
 KX0632
 KX0632'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 KX0632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1548 ***********************************************************************
 KX1548  DESIGNATION -  15 L
 KX1548  PID         -  KX1548
 KX1548  STATE/COUNTY-  PA/WESTMORELAND
 KX1548  USGS QUAD   -  NEW KENSINGTON WEST (1993)
 KX1548
 KX1548                         *CURRENT SURVEY CONTROL
 KX1548  ___________________________________________________________________
 KX1548* NAD 83(1986)-  40 32 07.     (N)    079 48 05.     (W)     SCALED    
 KX1548* NAVD 88     -       231.894  (meters)     760.81   (feet)  ADJUSTED  
 KX1548  ___________________________________________________________________
 KX1548  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KX1548  DYNAMIC HT  -         231.775 (meters)     760.42  (feet)  COMP
 KX1548  MODELED GRAV-     980,107.0   (mgal)                       NAVD 88
 KX1548
 KX1548  VERT ORDER  -  FIRST     CLASS II
 KX1548
 KX1548.The horizontal coordinates were scaled from a topographic map and have
 KX1548.an estimated accuracy of +/- 6 seconds.
 KX1548
 KX1548.The orthometric height was determined by differential leveling
 KX1548.and adjusted by the National Geodetic Survey in June 1991..
 KX1548
 KX1548.The geoid height was determined by GEOID03.
 KX1548
 KX1548.The dynamic height is computed by dividing the NAVD 88
 KX1548.geopotential number by the normal gravity value computed on the
 KX1548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1548.degrees latitude (g = 980.6199 gals.).
 KX1548
 KX1548.The modeled gravity was interpolated from observed gravity values.
 KX1548
 KX1548;                    North         East    Units  Estimated Accuracy
 KX1548;SPC PA S     -   135,480.      426,220.      MT  (+/- 180 meters Scaled)
 KX1548
 KX1548                          SUPERSEDED SURVEY CONTROL
 KX1548
 KX1548  NGVD 29 (??/??/92)  232.064  (m)          761.36   (f) ADJ UNCH    1 2
 KX1548
 KX1548.Superseded values are not recommended for survey control.
 KX1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1548.See file dsdata.txt to determine how the superseded data were derived.
 KX1548
 KX1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE015878(NAD 83)
 KX1548_MARKER: B = BOLT
 KX1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1548_STAMPING: 15 L USED
 KX1548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1548+STABILITY: SURFACE MOTION
 KX1548
 KX1548  HISTORY     - Date     Condition        Report By
 KX1548  HISTORY     - UNK      MONUMENTED       DOD
 KX1548  HISTORY     - 1941     GOOD             NGS
 KX1548  HISTORY     - 20010914 MARK NOT FOUND   NGS
 KX1548
 KX1548                          STATION DESCRIPTION
 KX1548
 KX1548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1548'14 MI NE FROM PITTSBURGH.
 KX1548'ABOUT 14 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX1548'PITTSBURGH, ALLEGHENY COUNTY, 0.6 MILE UPSTREAM FROM LOCK AND
 KX1548'DAM 3, 308 FEET UPSTREAM FROM MILEPOST 14, 6.8 FEET RIVERWARD
 KX1548'OF THE RIVER RAIL, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE
 KX1548'RAIL.  A ONE-INCH COPPER BOLT, STAMPED 15 L USED AND SET IN THE
 KX1548'TOP OF A CONCRETE POST.
 KX1548
 KX1548                          STATION RECOVERY (2001)
 KX1548
 KX1548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JMW)
 KX1548'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 KX1548'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1413 ***********************************************************************
 KW1413  DESIGNATION -  15 PRR
 KW1413  PID         -  KW1413
 KW1413  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW1413  USGS QUAD   -  NORTHUMBERLAND (1994)
 KW1413
 KW1413                         *CURRENT SURVEY CONTROL
 KW1413  ___________________________________________________________________
 KW1413* NAD 83(1986)-  40 59 52.     (N)    076 51 28.     (W)     SCALED    
 KW1413* NAVD 88     -       142.208  (meters)     466.56   (feet)  ADJUSTED  
 KW1413  ___________________________________________________________________
 KW1413  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KW1413  DYNAMIC HT  -         142.147 (meters)     466.36  (feet)  COMP
 KW1413  MODELED GRAV-     980,189.7   (mgal)                       NAVD 88
 KW1413
 KW1413  VERT ORDER  -  FIRST     CLASS II
 KW1413
 KW1413.The horizontal coordinates were scaled from a topographic map and have
 KW1413.an estimated accuracy of +/- 6 seconds.
 KW1413
 KW1413.The orthometric height was determined by differential leveling
 KW1413.and adjusted by the National Geodetic Survey in June 1991..
 KW1413
 KW1413.The geoid height was determined by GEOID03.
 KW1413
 KW1413.The dynamic height is computed by dividing the NAVD 88
 KW1413.geopotential number by the normal gravity value computed on the
 KW1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1413.degrees latitude (g = 980.6199 gals.).
 KW1413
 KW1413.The modeled gravity was interpolated from observed gravity values.
 KW1413
 KW1413;                    North         East    Units  Estimated Accuracy
 KW1413;SPC PA N     -    92,690.      675,070.      MT  (+/- 180 meters Scaled)
 KW1413
 KW1413                          SUPERSEDED SURVEY CONTROL
 KW1413
 KW1413  NGVD 29 (??/??/??)  142.437  (m)          467.31   (f) ADJUSTED    1 2
 KW1413
 KW1413.Superseded values are not recommended for survey control.
 KW1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1413.See file dsdata.txt to determine how the superseded data were derived.
 KW1413
 KW1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL437401(NAD 83)
 KW1413_MARKER: B = BOLT
 KW1413_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1413_SP_SET: BRIDGE
 KW1413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1413
 KW1413  HISTORY     - Date     Condition        Report By
 KW1413  HISTORY     - UNK      MONUMENTED       PRR
 KW1413  HISTORY     - 1941     GOOD             CGS
 KW1413
 KW1413                          STATION DESCRIPTION
 KW1413
 KW1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1413'1.6 MI S FROM MILTON.
 KW1413'1.6 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KW1413'AT MILTON, AT STONE ARCH BRIDGE 276.59, AT THE SOUTHEAST WING
 KW1413'WALL, IN THE CENTER OF THE FIRST STONE STEP BELOW THE TOP, AND
 KW1413'6.1 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE NORTH-BOUND
 KW1413'TRACK.  A COPPER BOLT, MARKED BM 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0159 ***********************************************************************
 ND0159  DESIGNATION -  15 USE
 ND0159  PID         -  ND0159
 ND0159  STATE/COUNTY-  PA/ERIE
 ND0159  USGS QUAD   -  ERIE NORTH (1996)
 ND0159
 ND0159                         *CURRENT SURVEY CONTROL
 ND0159  ___________________________________________________________________
 ND0159* NAD 83(1992)-  42 09 01.77681(N)    080 04 47.17480(W)     ADJUSTED  
 ND0159* NAVD 88     -       175.404  (meters)     575.47   (feet)  ADJUSTED  
 ND0159  ___________________________________________________________________
 ND0159  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 ND0159  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 ND0159  DYNAMIC HT  -         175.343 (meters)     575.27  (feet)  COMP
 ND0159  MODELED GRAV-     980,267.9   (mgal)                       NAVD 88
 ND0159
 ND0159  HORZ ORDER  -  THIRD
 ND0159  VERT ORDER  -  FIRST     CLASS II
 ND0159
 ND0159.The horizontal coordinates were established by classical geodetic methods
 ND0159.and adjusted by the National Geodetic Survey in June 2002..
 ND0159.No horizontal observational check was made to the station.
 ND0159
 ND0159.The orthometric height was determined by differential leveling
 ND0159.and adjusted by the National Geodetic Survey in June 1991..
 ND0159
 ND0159.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0159
 ND0159.The geoid height was determined by GEOID03.
 ND0159
 ND0159.The dynamic height is computed by dividing the NAVD 88
 ND0159.geopotential number by the normal gravity value computed on the
 ND0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0159.degrees latitude (g = 980.6199 gals.).
 ND0159
 ND0159.The modeled gravity was interpolated from observed gravity values.
 ND0159
 ND0159;                    North         East     Units Scale Factor Converg.
 ND0159;SPC PA N     -   222,911.438   407,447.966   MT  1.00003870   -1 32 28.4
 ND0159;SPC PA N     -   731,335.28  1,336,768.87   sFT  1.00003870   -1 32 28.4
 ND0159;UTM  17      - 4,666,895.334   576,031.691   MT  0.99967113   +0 37 03.3
 ND0159
 ND0159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ND0159!SPC PA N     -   0.99997797  x   1.00003870  =   1.00001667
 ND0159!UTM  17      -   0.99997797  x   0.99967113  =   0.99964911
 ND0159
 ND0159                          SUPERSEDED SURVEY CONTROL
 ND0159
 ND0159  NAD 83(1996)-  42 09 01.77862(N)    080 04 47.17491(W) AD(       ) 3
 ND0159  NAD 83(1995)-  42 09 01.77839(N)    080 04 47.17262(W) AD(       ) 3
 ND0159  NAD 83(1986)-  42 09 01.77920(N)    080 04 47.17305(W) AD(       ) 3
 ND0159  NAD 27      -  42 09 01.54514(N)    080 04 47.91645(W) AD(       ) 3
 ND0159  NGVD 29 (06/03/92)  175.583  (m)          576.06   (f) ADJUSTED    1 2
 ND0159
 ND0159.Superseded values are not recommended for survey control.
 ND0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0159.See file dsdata.txt to determine how the superseded data were derived.
 ND0159
 ND0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7603266895(NAD 83)
 ND0159_MARKER: DD = SURVEY DISK
 ND0159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ND0159_SP_SET: CONCRETE MOORING PIER
 ND0159_STAMPING: 15
 ND0159_MARK LOGO: USE   
 ND0159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0159
 ND0159  HISTORY     - Date     Condition        Report By
 ND0159  HISTORY     - UNK      MONUMENTED       USE
 ND0159  HISTORY     - 1975     GOOD             USLS
 ND0159  HISTORY     - 1983     GOOD             NGS
 ND0159
 ND0159                          STATION DESCRIPTION
 ND0159
 ND0159'DESCRIBED BY US LAKE SURVEY 1975
 ND0159'NO PREVIOUS DESCRIPTION.  THE STATION IS ON THE SOUTHWEST
 ND0159'CORNER OF THE SOUTH PIER AT THE ENTRANCE TO ERIE HARBOR.  THE
 ND0159'MARK IS A BRASS DISK LOCATED APPROXIMATELY 2 METERS SOUTH OF
 ND0159'U.S. HARBOR LINE, ABOUT 1 METER NORTH OF THE SOUTHERN EDGE.
 ND0159'
 ND0159'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 ND0159'ERIE, PA.
 ND0159
 ND0159                          STATION RECOVERY (1983)
 ND0159
 ND0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ND0159'IN ERIE.
 ND0159'IN ERIE, 1.9 KM (1.2 MI) WEST-NORTHWEST ALONG THE PAVED ACCESS ROAD TO
 ND0159'ERIE INTERNATIONAL MARINE TERMINAL FROM THE NORTHWEST END OF EAST
 ND0159'AVENUE, IN TOP OF THE SOUTHEAST CONCRETE PIER, 11.3 METERS (36.5 FT)
 ND0159'NORTHWEST OF POWER POLE 2A1068E, 9.14 METERS (30.0 FT) NORTH OF THE
 ND0159'NORTH CORNER POST OF THE CHAIN LINK FENCE AROUND THE MARINE TERMINAL,
 ND0159'33.22 METERS (109.0 FT) SOUTHWEST OF BENCH MARK X 13, 1.95 METERS
 ND0159'(6.4 FT) SOUTHEAST OF BENCH MARK 1 USE, 1.01 METERS (3.3 FT) NORTHEAST
 ND0159'OF THE SOUTHWEST END OF THE PIER.
 ND0159'THE MARK IS ABOVE LEVEL WITH TOP OF PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2763 ***********************************************************************
 KW2763  DESIGNATION -  150 DOP PADH
 KW2763  PID         -  KW2763
 KW2763  STATE/COUNTY-  PA/SNYDER
 KW2763  USGS QUAD   -  NORTHUMBERLAND (1994)
 KW2763
 KW2763                         *CURRENT SURVEY CONTROL
 KW2763  ___________________________________________________________________
 KW2763* NAD 83(1986)-  40 52 32.     (N)    076 50 14.     (W)     SCALED    
 KW2763* NAVD 88     -       188.680  (meters)     619.03   (feet)  ADJUSTED  
 KW2763  ___________________________________________________________________
 KW2763  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 KW2763  DYNAMIC HT  -         188.597 (meters)     618.76  (feet)  COMP
 KW2763  MODELED GRAV-     980,178.3   (mgal)                       NAVD 88
 KW2763
 KW2763  VERT ORDER  -  FIRST     CLASS II
 KW2763
 KW2763.The horizontal coordinates were scaled from a topographic map and have
 KW2763.an estimated accuracy of +/- 6 seconds.
 KW2763
 KW2763.The orthometric height was determined by differential leveling
 KW2763.and adjusted by the National Geodetic Survey in June 1991..
 KW2763
 KW2763.The geoid height was determined by GEOID03.
 KW2763
 KW2763.The dynamic height is computed by dividing the NAVD 88
 KW2763.geopotential number by the normal gravity value computed on the
 KW2763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2763.degrees latitude (g = 980.6199 gals.).
 KW2763
 KW2763.The modeled gravity was interpolated from observed gravity values.
 KW2763
 KW2763;                    North         East    Units  Estimated Accuracy
 KW2763;SPC PA S     -   171,640.      676,940.      MT  (+/- 180 meters Scaled)
 KW2763
 KW2763                          SUPERSEDED SURVEY CONTROL
 KW2763
 KW2763.No superseded survey control is available for this station.
 KW2763
 KW2763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL451265(NAD 83)
 KW2763_MARKER: DD = SURVEY DISK
 KW2763_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KW2763_SP_SET: RETAINING WALL
 KW2763_STAMPING: USGS 150 DOP 1962
 KW2763_MARK LOGO: PADH  
 KW2763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2763+STABILITY: SURFACE MOTION
 KW2763_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW2763+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2002
 KW2763
 KW2763  HISTORY     - Date     Condition        Report By
 KW2763  HISTORY     - 1962     MONUMENTED       PADH
 KW2763  HISTORY     - 1983     GOOD             NGS
 KW2763  HISTORY     - 19990501 GOOD             PADT
 KW2763  HISTORY     - 20020311 GOOD             PADT
 KW2763
 KW2763                          STATION DESCRIPTION
 KW2763
 KW2763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KW2763'4.8 KM (3.0 MI) NORTH FROM SHAMOKIN DAM.
 KW2763'1.3 KM (0.8 MI) NORTH ALONG U.S. HIGHWAY 11 AND 15 FROM THE POST
 KW2763'OFFICE IN SHAMOKIN DAM, THENCE 3.5 KM (2.2 MI) NORTH ALONG U.S.
 KW2763'HIGHWAY 15 TO THE MARK ON THE LEFT, AT A CROSSOVER AND SMALL BRIDGE
 KW2763'OVER CREEK, 23.6 METERS (77.5 FT) EAST OF THE CENTERLINE OF U.S.
 KW2763'HIGHWAY 15 SOUTHBOUND LANE, 3.9 METERS (13.0 FT) SOUTH OF THE
 KW2763'CENTERLINE OF CROSSOVER.
 KW2763'THE MARK IS 0.91 M ABOVE CROSSOVER.
 KW2763
 KW2763                          STATION RECOVERY (1999)
 KW2763
 KW2763'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (SMM)
 KW2763'RECOVERED IN GOOD CONDITION.
 KW2763
 KW2763                          STATION RECOVERY (2002)
 KW2763
 KW2763'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (MBJ)
 KW2763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0959 ***********************************************************************
 MA0959  DESIGNATION -  1505.3
 MA0959  PID         -  MA0959
 MA0959  STATE/COUNTY-  PA/WARREN
 MA0959  USGS QUAD   -  LOTTSVILLE (1977)
 MA0959
 MA0959                         *CURRENT SURVEY CONTROL
 MA0959  ___________________________________________________________________
 MA0959* NAD 83(1986)-  41 59 33.     (N)    079 28 38.     (W)     SCALED    
 MA0959* NAVD 88     -       458.542  (meters)    1504.40   (feet)  ADJUSTED  
 MA0959  ___________________________________________________________________
 MA0959  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 MA0959  DYNAMIC HT  -         458.360 (meters)    1503.80  (feet)  COMP
 MA0959  MODELED GRAV-     980,211.8   (mgal)                       NAVD 88
 MA0959
 MA0959  VERT ORDER  -  SECOND    CLASS 0
 MA0959
 MA0959.The horizontal coordinates were scaled from a topographic map and have
 MA0959.an estimated accuracy of +/- 6 seconds.
 MA0959
 MA0959.The orthometric height was determined by differential leveling
 MA0959.and adjusted by the National Geodetic Survey in June 1991..
 MA0959
 MA0959.The geoid height was determined by GEOID03.
 MA0959
 MA0959.The dynamic height is computed by dividing the NAVD 88
 MA0959.geopotential number by the normal gravity value computed on the
 MA0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0959.degrees latitude (g = 980.6199 gals.).
 MA0959
 MA0959.The modeled gravity was interpolated from observed gravity values.
 MA0959
 MA0959;                    North         East    Units  Estimated Accuracy
 MA0959;SPC PA N     -   204,200.      456,890.      MT  (+/- 180 meters Scaled)
 MA0959
 MA0959                          SUPERSEDED SURVEY CONTROL
 MA0959
 MA0959  NGVD 29 (??/??/92)  458.683  (m)         1504.86   (f) ADJ UNCH    2 0
 MA0959
 MA0959.Superseded values are not recommended for survey control.
 MA0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0959.See file dsdata.txt to determine how the superseded data were derived.
 MA0959
 MA0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG261500(NAD 83)
 MA0959_MARKER: Q = CHISELED SQUARE
 MA0959_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0959_SP_SET: FOUNDATION
 MA0959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0959
 MA0959  HISTORY     - Date     Condition        Report By
 MA0959  HISTORY     - UNK      MONUMENTED       USGS
 MA0959  HISTORY     - 1935     GOOD             NGS
 MA0959
 MA0959                          STATION DESCRIPTION
 MA0959
 MA0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA0959'1.4 MI NE FROM BEAR LAKE.
 MA0959'1.4 MILES NORTHEAST ALONG THE ERIE RAILROAD FROM THE STATION
 MA0959'AT BEAR LAKE, WARREN COUNTY, 0.15 MILE EAST OF MILEPOST 50,
 MA0959'AT 110 FOOT HIGHWAY BRIDGE NO. 49.85 AT THE NORTH ONE OF THE TWO
 MA0959'MIDDLE PIERS, ON THE TOP OF THE EAST FOUNDATION, 7 FEET NORTH
 MA0959'OF THE NORTH RAIL, AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A
 MA0959'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0534 ***********************************************************************
 LZ0534  DESIGNATION -  1507.0
 LZ0534  PID         -  LZ0534
 LZ0534  STATE/COUNTY-  PA/LYCOMING
 LZ0534  USGS QUAD   -  BARBOURS (1973)
 LZ0534
 LZ0534                         *CURRENT SURVEY CONTROL
 LZ0534  ___________________________________________________________________
 LZ0534* NAD 83(1986)-  41 29 48.     (N)    076 49 48.     (W)     SCALED    
 LZ0534* NAVD 88     -       459.14   (+/-2cm)    1506.4    (feet)  VERTCON   
 LZ0534  ___________________________________________________________________
 LZ0534  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 LZ0534
 LZ0534  VERT ORDER  -  ? (See Below)
 LZ0534
 LZ0534.The horizontal coordinates were scaled from a topographic map and have
 LZ0534.an estimated accuracy of +/- 6 seconds.
 LZ0534
 LZ0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ0534.The vertical order pertains to the NGVD 29 superseded value.
 LZ0534
 LZ0534.The geoid height was determined by GEOID03.
 LZ0534
 LZ0534;                    North         East    Units  Estimated Accuracy
 LZ0534;SPC PA N     -   148,110.      676,820.      MT  (+/- 180 meters Scaled)
 LZ0534
 LZ0534                          SUPERSEDED SURVEY CONTROL
 LZ0534
 LZ0534  NGVD 29 (??/??/92)  459.311  (m)         1506.92   (f) ADJ UNCH    ?  
 LZ0534
 LZ0534.Superseded values are not recommended for survey control.
 LZ0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0534.See file dsdata.txt to determine how the superseded data were derived.
 LZ0534
 LZ0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL472955(NAD 83)
 LZ0534_MARKER: DB = BENCH MARK DISK
 LZ0534_SETTING: 80 = SET IN A BOULDER
 LZ0534_SP_SET: BOULDER
 LZ0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0534+STABILITY: SURFACE MOTION
 LZ0534
 LZ0534  HISTORY     - Date     Condition        Report By
 LZ0534  HISTORY     - UNK      MONUMENTED       USGS
 LZ0534  HISTORY     - 1935     GOOD             NGS
 LZ0534
 LZ0534                          STATION DESCRIPTION
 LZ0534
 LZ0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ0534'0.9 MI S FROM MASTEN.
 LZ0534'0.9 MILE SOUTH ALONG THE SUSQUEHANNA AND NEW YORK RAILROAD FROM
 LZ0534'MASTEN, LYCOMING COUNTY, 5 FEET SOUTHWEST OF MILEPOST 35, WEST OF
 LZ0534'THE TRACK, AND ON A LARGE BOULDER.  A CHISLED SQUARE, MARKED
 LZ0534'U.S.B.M. 1507.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0927 ***********************************************************************
 LZ0927  DESIGNATION -  15.09
 LZ0927  PID         -  LZ0927
 LZ0927  STATE/COUNTY-  PA/LYCOMING
 LZ0927  USGS QUAD   -  TROUT RUN (1973)
 LZ0927
 LZ0927                         *CURRENT SURVEY CONTROL
 LZ0927  ___________________________________________________________________
 LZ0927* NAD 83(1986)-  41 25 06.     (N)    077 02 01.     (W)     SCALED    
 LZ0927* NAVD 88     -       215.808  (meters)     708.03   (feet)  POSTED    
 LZ0927  ___________________________________________________________________
 LZ0927  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 LZ0927  DYNAMIC HT  -         215.710 (meters)     707.71  (feet)  COMP
 LZ0927  MODELED GRAV-     980,183.2   (mgal)                       NAVD 88
 LZ0927
 LZ0927  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 LZ0927
 LZ0927.The horizontal coordinates were scaled from a topographic map and have
 LZ0927.an estimated accuracy of +/- 6 seconds.
 LZ0927
 LZ0927.The orthometric height was determined by differential leveling
 LZ0927.and adjusted by the National Geodetic Survey in 1992..
 LZ0927.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 LZ0927.rate of 4.1 thru 8.0 mm/km.
 LZ0927
 LZ0927.The geoid height was determined by GEOID03.
 LZ0927
 LZ0927.The dynamic height is computed by dividing the NAVD 88
 LZ0927.geopotential number by the normal gravity value computed on the
 LZ0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0927.degrees latitude (g = 980.6199 gals.).
 LZ0927
 LZ0927.The modeled gravity was interpolated from observed gravity values.
 LZ0927
 LZ0927;                    North         East    Units  Estimated Accuracy
 LZ0927;SPC PA N     -   139,250.      659,890.      MT  (+/- 180 meters Scaled)
 LZ0927
 LZ0927                          SUPERSEDED SURVEY CONTROL
 LZ0927
 LZ0927  NGVD 29 (??/??/92)  216.017  (m)          708.72   (f) ADJ UNCH    2 0
 LZ0927
 LZ0927.Superseded values are not recommended for survey control.
 LZ0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0927.See file dsdata.txt to determine how the superseded data were derived.
 LZ0927
 LZ0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL300871(NAD 83)
 LZ0927_MARKER: X = CHISELED CROSS
 LZ0927_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0927_SP_SET: ABUTMENT
 LZ0927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0927
 LZ0927  HISTORY     - Date     Condition        Report By
 LZ0927  HISTORY     - UNK      MONUMENTED       PRR
 LZ0927  HISTORY     - 1935     GOOD             NGS
 LZ0927
 LZ0927                          STATION DESCRIPTION
 LZ0927
 LZ0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ0927'2.5 MI N FROM TROUT RUN.
 LZ0927'ABOUT 2.5 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM
 LZ0927'TROUT RUN, LYCOMING COUNTY, ABOUT 590 FEET NORTH OF MILEPOST
 LZ0927'15, AT BRIDGE 15.09, ON THE TOP OF THE SOUTHWEST CORNER OF THE
 LZ0927'NORTH ABUTMENT, 13 FEET FROM THE CENTER LINE OF THE TRACK, AND
 LZ0927'ABOUT 4-1/2 FEET LOWER THAN THE TOP OF THE RAIL.  A CHISELED
 LZ0927'CROSS, AND NEAR THE CARVED FIGURES 1912.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2761 ***********************************************************************
 KW2761  DESIGNATION -  151 DOP PADH
 KW2761  PID         -  KW2761
 KW2761  STATE/COUNTY-  PA/UNION
 KW2761  USGS QUAD   -  NORTHUMBERLAND (1994)
 KW2761
 KW2761                         *CURRENT SURVEY CONTROL
 KW2761  ___________________________________________________________________
 KW2761* NAD 83(1986)-  40 54 40.     (N)    076 51 14.     (W)     SCALED    
 KW2761* NAVD 88     -       138.197  (meters)     453.40   (feet)  ADJUSTED  
 KW2761  ___________________________________________________________________
 KW2761  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KW2761  DYNAMIC HT  -         138.136 (meters)     453.20  (feet)  COMP
 KW2761  MODELED GRAV-     980,181.8   (mgal)                       NAVD 88
 KW2761
 KW2761  VERT ORDER  -  FIRST     CLASS II
 KW2761
 KW2761.The horizontal coordinates were scaled from a topographic map and have
 KW2761.an estimated accuracy of +/- 6 seconds.
 KW2761
 KW2761.The orthometric height was determined by differential leveling
 KW2761.and adjusted by the National Geodetic Survey in June 1991..
 KW2761
 KW2761.The geoid height was determined by GEOID03.
 KW2761
 KW2761.The dynamic height is computed by dividing the NAVD 88
 KW2761.geopotential number by the normal gravity value computed on the
 KW2761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2761.degrees latitude (g = 980.6199 gals.).
 KW2761
 KW2761.The modeled gravity was interpolated from observed gravity values.
 KW2761
 KW2761;                    North         East    Units  Estimated Accuracy
 KW2761;SPC PA N     -    83,060.      675,490.      MT  (+/- 180 meters Scaled)
 KW2761
 KW2761                          SUPERSEDED SURVEY CONTROL
 KW2761
 KW2761.No superseded survey control is available for this station.
 KW2761
 KW2761_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL438305(NAD 83)
 KW2761_MARKER: DD = SURVEY DISK
 KW2761_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KW2761_SP_SET: ABUTMENT
 KW2761_STAMPING: USGS 151 DOP 1962
 KW2761_MARK LOGO: PADH  
 KW2761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2761+STABILITY: SURFACE MOTION
 KW2761_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW2761+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2002
 KW2761
 KW2761  HISTORY     - Date     Condition        Report By
 KW2761  HISTORY     - 1962     MONUMENTED       PADH
 KW2761  HISTORY     - 1983     GOOD             NGS
 KW2761  HISTORY     - 19990601 GOOD             PADT
 KW2761  HISTORY     - 20020311 GOOD             PADT
 KW2761  HISTORY     - 20041116 GOOD             GEOCAC
 KW2761
 KW2761                          STATION DESCRIPTION
 KW2761
 KW2761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KW2761'9.0 KM (5.6 MI) NORTH FROM SHAMOKIN DAM.
 KW2761'1.3 KM (0.8 MI) NORTH ALONG U.S. HIGHWAY 11 AND 15 FROM THE POST
 KW2761'OFFICE IN SHAMOKIN DAM, THENCE 7.7 KM (4.8 MI) NORTH ALONG U.S.
 KW2761'HIGHWAY 15 TO THE MARK ON THE RIGHT, IN SOUTHEAST ABUTMENT OF A BRIDGE
 KW2761'IN VILLAGE WINFIELD, ALSO 7.9 KM (4.9 MI) SOUTH ALONG U.S. HIGHWAY 15
 KW2761'FROM THE BRIDGE OVER BUFFALO CREEK IN LEWISBURG, 4.5 METERS (15.0 FT)
 KW2761'EAST OF CENTERLINE OF THE NORTHBOUND LANE OF HIGHWAY.
 KW2761'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 KW2761
 KW2761                          STATION RECOVERY (1999)
 KW2761
 KW2761'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (MBJ)
 KW2761'RECOVERED IN GOOD CONDITION.
 KW2761
 KW2761                          STATION RECOVERY (2002)
 KW2761
 KW2761'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (MBJ)
 KW2761'RECOVERED IN GOOD CONDITION.
 KW2761
 KW2761                          STATION RECOVERY (2004)
 KW2761
 KW2761'RECOVERY NOTE BY GEOCACHING 2004 (TAK)
 KW2761'THE MARK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KW2761' 
 KW2761'HANDHELD GPS COORDINATES ARE  N 40 54 39.8 W 76 51 13.0
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1574 ***********************************************************************
 LY1574  DESIGNATION -  1510
 LY1574  PID         -  LY1574
 LY1574  STATE/COUNTY-  PA/LACKAWANNA
 LY1574  USGS QUAD   -  MOSCOW (1976)
 LY1574
 LY1574                         *CURRENT SURVEY CONTROL
 LY1574  ___________________________________________________________________
 LY1574* NAD 83(1986)-  41 20 55.     (N)    075 31 23.     (W)     SCALED    
 LY1574* NAVD 88     -       460.125  (meters)    1509.59   (feet)  ADJUSTED  
 LY1574  ___________________________________________________________________
 LY1574  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 LY1574  DYNAMIC HT  -         459.920 (meters)    1508.92  (feet)  COMP
 LY1574  MODELED GRAV-     980,162.0   (mgal)                       NAVD 88
 LY1574
 LY1574  VERT ORDER  -  SECOND    CLASS 0
 LY1574
 LY1574.The horizontal coordinates were scaled from a topographic map and have
 LY1574.an estimated accuracy of +/- 6 seconds.
 LY1574
 LY1574.The orthometric height was determined by differential leveling
 LY1574.and adjusted by the National Geodetic Survey in June 1991..
 LY1574
 LY1574.The geoid height was determined by GEOID03.
 LY1574
 LY1574.The dynamic height is computed by dividing the NAVD 88
 LY1574.geopotential number by the normal gravity value computed on the
 LY1574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1574.degrees latitude (g = 980.6199 gals.).
 LY1574
 LY1574.The modeled gravity was interpolated from observed gravity values.
 LY1574
 LY1574;                    North         East    Units  Estimated Accuracy
 LY1574;SPC PA N     -   133,660.      786,350.      MT  (+/- 180 meters Scaled)
 LY1574
 LY1574                          SUPERSEDED SURVEY CONTROL
 LY1574
 LY1574  NGVD 29 (??/??/92)  460.346  (m)         1510.32   (f) ADJ UNCH    2 0
 LY1574
 LY1574.Superseded values are not recommended for survey control.
 LY1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1574.See file dsdata.txt to determine how the superseded data were derived.
 LY1574
 LY1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL562775(NAD 83)
 LY1574_MARKER: Q = CHISELED SQUARE
 LY1574_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1574_SP_SET: SIGNAL TOWER BASE
 LY1574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1574
 LY1574  HISTORY     - Date     Condition        Report By
 LY1574  HISTORY     - UNK      MONUMENTED       USGS
 LY1574  HISTORY     - 1961     GOOD             NGS
 LY1574
 LY1574                          STATION DESCRIPTION
 LY1574
 LY1574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LY1574'0.8 MI NW FROM MOSCOW.
 LY1574'0.8 MILE NORTHWEST ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 LY1574'RAILROAD FROM THE STATION AT MOSCOW, LACKAWANNA COUNTY, 5.2 FEET
 LY1574'SOUTHWEST OF THE SOUTHWEST RAIL, ON THE TOP OF THE NORTH CORNER
 LY1574'OF THE NORTHWEST CONCRETE BASE OF TWO BASES WHICH FORMERLY
 LY1574'SUPPORTED AN OVERHEAD SIGNAL TOWER (TOWER HAS BEEN REMOVED),
 LY1574'AND LEVEL WITH THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0469 ***********************************************************************
 MA0469  DESIGNATION -  1518.0
 MA0469  PID         -  MA0469
 MA0469  STATE/COUNTY-  PA/ELK
 MA0469  USGS QUAD   -  SAINT MARYS (1981)
 MA0469
 MA0469                         *CURRENT SURVEY CONTROL
 MA0469  ___________________________________________________________________
 MA0469* NAD 83(1986)-  41 25 22.     (N)    078 37 04.     (W)     SCALED    
 MA0469* NAVD 88     -       462.529  (meters)    1517.48   (feet)  ADJUSTED  
 MA0469  ___________________________________________________________________
 MA0469  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 MA0469  DYNAMIC HT  -         462.321 (meters)    1516.80  (feet)  COMP
 MA0469  MODELED GRAV-     980,157.9   (mgal)                       NAVD 88
 MA0469
 MA0469  VERT ORDER  -  SECOND    CLASS 0
 MA0469
 MA0469.The horizontal coordinates were scaled from a topographic map and have
 MA0469.an estimated accuracy of +/- 6 seconds.
 MA0469
 MA0469.The orthometric height was determined by differential leveling
 MA0469.and adjusted by the National Geodetic Survey in June 1991..
 MA0469
 MA0469.The geoid height was determined by GEOID03.
 MA0469
 MA0469.The dynamic height is computed by dividing the NAVD 88
 MA0469.geopotential number by the normal gravity value computed on the
 MA0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0469.degrees latitude (g = 980.6199 gals.).
 MA0469
 MA0469.The modeled gravity was interpolated from observed gravity values.
 MA0469
 MA0469;                    North         East    Units  Estimated Accuracy
 MA0469;SPC PA N     -   139,860.      527,460.      MT  (+/- 180 meters Scaled)
 MA0469
 MA0469                          SUPERSEDED SURVEY CONTROL
 MA0469
 MA0469  NGVD 29 (??/??/92)  462.671  (m)         1517.95   (f) ADJ UNCH    2 0
 MA0469
 MA0469.Superseded values are not recommended for survey control.
 MA0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0469.See file dsdata.txt to determine how the superseded data were derived.
 MA0469
 MA0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF990884(NAD 83)
 MA0469_MARKER: Q = CHISELED SQUARE
 MA0469_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0469_SP_SET: CULVERT
 MA0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0469
 MA0469  HISTORY     - Date     Condition        Report By
 MA0469  HISTORY     - UNK      MONUMENTED       USGS
 MA0469  HISTORY     - 1934     GOOD             NGS
 MA0469
 MA0469                          STATION DESCRIPTION
 MA0469
 MA0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0469'3.4 MI W FROM ST MARYS.
 MA0469'3.4 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM ST. MARYS,
 MA0469'ELK COUNTY, ABOUT 2.1 MILES EAST OF DAGUSCAHONDA, AT MILEPOST
 MA0469'125, AT A STONE CULVERT OVER SEVENTY RUN, IN THE TOP OF THE SOUTH
 MA0469'END, 12 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT
 MA0469'2 FEET LOWER THAN THE TOP OF THE RAIL.  A CHISELED SQUARE, PAINTED
 MA0469'1518.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2760 ***********************************************************************
 KW2760  DESIGNATION -  152 DOP PADH
 KW2760  PID         -  KW2760
 KW2760  STATE/COUNTY-  PA/UNION
 KW2760  USGS QUAD   -  NORTHUMBERLAND (1994)
 KW2760
 KW2760                         *CURRENT SURVEY CONTROL
 KW2760  ___________________________________________________________________
 KW2760* NAD 83(1986)-  40 55 34.     (N)    076 51 55.     (W)     SCALED    
 KW2760* NAVD 88     -       138.218  (meters)     453.47   (feet)  ADJUSTED  
 KW2760  ___________________________________________________________________
 KW2760  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KW2760  DYNAMIC HT  -         138.158 (meters)     453.27  (feet)  COMP
 KW2760  MODELED GRAV-     980,185.8   (mgal)                       NAVD 88
 KW2760
 KW2760  VERT ORDER  -  FIRST     CLASS II
 KW2760
 KW2760.The horizontal coordinates were scaled from a topographic map and have
 KW2760.an estimated accuracy of +/- 6 seconds.
 KW2760
 KW2760.The orthometric height was determined by differential leveling
 KW2760.and adjusted by the National Geodetic Survey in June 1991..
 KW2760
 KW2760.The geoid height was determined by GEOID03.
 KW2760
 KW2760.The dynamic height is computed by dividing the NAVD 88
 KW2760.geopotential number by the normal gravity value computed on the
 KW2760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2760.degrees latitude (g = 980.6199 gals.).
 KW2760
 KW2760.The modeled gravity was interpolated from observed gravity values.
 KW2760
 KW2760;                    North         East    Units  Estimated Accuracy
 KW2760;SPC PA N     -    84,720.      674,520.      MT  (+/- 180 meters Scaled)
 KW2760
 KW2760                          SUPERSEDED SURVEY CONTROL
 KW2760
 KW2760.No superseded survey control is available for this station.
 KW2760
 KW2760_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL429322(NAD 83)
 KW2760_MARKER: DD = SURVEY DISK
 KW2760_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KW2760_SP_SET: ABUTMENT
 KW2760_STAMPING: USGS 152 DOP 1962
 KW2760_MARK LOGO: PADH  
 KW2760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2760
 KW2760  HISTORY     - Date     Condition        Report By
 KW2760  HISTORY     - 1962     MONUMENTED       PADH
 KW2760  HISTORY     - 1983     GOOD             NGS
 KW2760
 KW2760                          STATION DESCRIPTION
 KW2760
 KW2760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KW2760'5.8 KM (3.65 MI) SOUTH FROM LEWISBURG.
 KW2760'5.8 KM (3.65 MI) SOUTH ALONG U.S. HIGHWAY 15 FROM THE BRIDGE OVER
 KW2760'BUFFALO CREEK IN LEWISBURG TO THE MARK ON THE LEFT, 7.0 METERS
 KW2760'(23.0 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANE.
 KW2760'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1394 ***********************************************************************
 LZ1394  DESIGNATION -  1526.28
 LZ1394  PID         -  LZ1394
 LZ1394  STATE/COUNTY-  PA/POTTER
 LZ1394  USGS QUAD   -  CONRAD (1983)
 LZ1394
 LZ1394                         *CURRENT SURVEY CONTROL
 LZ1394  ___________________________________________________________________
 LZ1394* NAD 83(1986)-  41 36 55.     (N)    077 52 38.     (W)     SCALED    
 LZ1394* NAVD 88     -       465.287  (meters)    1526.53   (feet)  ADJUSTED  
 LZ1394  ___________________________________________________________________
 LZ1394  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 LZ1394  DYNAMIC HT  -         465.080 (meters)    1525.85  (feet)  COMP
 LZ1394  MODELED GRAV-     980,164.0   (mgal)                       NAVD 88
 LZ1394
 LZ1394  VERT ORDER  -  SECOND    CLASS 0
 LZ1394
 LZ1394.The horizontal coordinates were scaled from a topographic map and have
 LZ1394.an estimated accuracy of +/- 6 seconds.
 LZ1394
 LZ1394.The orthometric height was determined by differential leveling
 LZ1394.and adjusted by the National Geodetic Survey in June 1991..
 LZ1394
 LZ1394.The geoid height was determined by GEOID03.
 LZ1394
 LZ1394.The dynamic height is computed by dividing the NAVD 88
 LZ1394.geopotential number by the normal gravity value computed on the
 LZ1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1394.degrees latitude (g = 980.6199 gals.).
 LZ1394
 LZ1394.The modeled gravity was interpolated from observed gravity values.
 LZ1394
 LZ1394;                    North         East    Units  Estimated Accuracy
 LZ1394;SPC PA N     -   160,880.      589,400.      MT  (+/- 180 meters Scaled)
 LZ1394
 LZ1394                          SUPERSEDED SURVEY CONTROL
 LZ1394
 LZ1394  NGVD 29 (??/??/92)  465.417  (m)         1526.96   (f) ADJ UNCH    2 0
 LZ1394
 LZ1394.Superseded values are not recommended for survey control.
 LZ1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1394.See file dsdata.txt to determine how the superseded data were derived.
 LZ1394
 LZ1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM602110(NAD 83)
 LZ1394_MARKER: X = CHISELED CROSS
 LZ1394_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1394_SP_SET: WATER TANK FOUNDATION
 LZ1394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1394
 LZ1394  HISTORY     - Date     Condition        Report By
 LZ1394  HISTORY     - UNK      MONUMENTED       BORR
 LZ1394  HISTORY     - 1934     GOOD             NGS
 LZ1394
 LZ1394                          STATION DESCRIPTION
 LZ1394
 LZ1394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1394'0.9 MI E FROM HULL.
 LZ1394'0.9 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM HULL,
 LZ1394'POTTER COUNTY, ABOUT 250 FEET EAST OF MILEPOST 121, AT A WATER
 LZ1394'TANK, ON THE TOP OF THE SOUTHEAST CONCRETE FOUNDATION, 12 FEET
 LZ1394'SOUTH OF THE CENTER LINE OF THE TRACK, AND 1/2 FOOT LOWER THAN
 LZ1394'THE TOP OF THE RAIL.  A CHISELED CROSS IN A CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0070 ***********************************************************************
 MA0070  DESIGNATION -  1526.9
 MA0070  PID         -  MA0070
 MA0070  STATE/COUNTY-  PA/POTTER
 MA0070  USGS QUAD   -  ROULETTE (1983)
 MA0070
 MA0070                         *CURRENT SURVEY CONTROL
 MA0070  ___________________________________________________________________
 MA0070* NAD 83(1986)-  41 47 10.     (N)    078 11 13.     (W)     SCALED    
 MA0070* NAVD 88     -       465.494  (meters)    1527.21   (feet)  ADJUSTED  
 MA0070  ___________________________________________________________________
 MA0070  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 MA0070  DYNAMIC HT  -         465.304 (meters)    1526.58  (feet)  COMP
 MA0070  MODELED GRAV-     980,198.5   (mgal)                       NAVD 88
 MA0070
 MA0070  VERT ORDER  -  SECOND    CLASS 0
 MA0070
 MA0070.The horizontal coordinates were scaled from a topographic map and have
 MA0070.an estimated accuracy of +/- 6 seconds.
 MA0070
 MA0070.The orthometric height was determined by differential leveling
 MA0070.and adjusted by the National Geodetic Survey in June 1991..
 MA0070
 MA0070.The geoid height was determined by GEOID03.
 MA0070
 MA0070.The dynamic height is computed by dividing the NAVD 88
 MA0070.geopotential number by the normal gravity value computed on the
 MA0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0070.degrees latitude (g = 980.6199 gals.).
 MA0070
 MA0070.The modeled gravity was interpolated from observed gravity values.
 MA0070
 MA0070;                    North         East    Units  Estimated Accuracy
 MA0070;SPC PA N     -   179,940.      563,680.      MT  (+/- 180 meters Scaled)
 MA0070
 MA0070                          SUPERSEDED SURVEY CONTROL
 MA0070
 MA0070  NGVD 29 (??/??/92)  465.67   (m)         1527.8    (f) COMPUTED    2 0
 MA0070
 MA0070.Superseded values are not recommended for survey control.
 MA0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0070.See file dsdata.txt to determine how the superseded data were derived.
 MA0070
 MA0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG337298(NAD 83)
 MA0070_MARKER: N = NAIL
 MA0070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0070_SP_SET: PINE TREE
 MA0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0070
 MA0070  HISTORY     - Date     Condition        Report By
 MA0070  HISTORY     - UNK      MONUMENTED       USGS
 MA0070  HISTORY     - 1968     MARK NOT FOUND   NGS
 MA0070
 MA0070                          STATION DESCRIPTION
 MA0070
 MA0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MA0070'0.7 MI E FROM BURTVILLE.
 MA0070'IN POTTER COUNTY, ABOUT 5.9 MILES EAST ALONG THE COUDERSPORT
 MA0070'AND PORT ALLEGANY RAILROAD FROM PORT ALLEGANY, MC KEAN COUNTY,
 MA0070'ABOUT 0.7 MILE EAST OF THE POST OFFICE AT BURTVILLE, POTTER
 MA0070'COUNTY, 20 FEET NORTH OF THE NORTH RAIL, ABOUT 30 FEET EAST
 MA0070'OF A PASTURE GATE, IN A PINE TREE, AND 2 FEET HIGHER THAN THE TOP
 MA0070'OF THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER
 MA0070'NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0291 ***********************************************************************
 MA0291  DESIGNATION -  1528.1
 MA0291  PID         -  MA0291
 MA0291  STATE/COUNTY-  PA/CENTRE
 MA0291  USGS QUAD   -  KARTHAUS (1981)
 MA0291
 MA0291                         *CURRENT SURVEY CONTROL
 MA0291  ___________________________________________________________________
 MA0291* NAD 83(1986)-  41 01 56.     (N)    078 00 18.     (W)     SCALED    
 MA0291* NAVD 88     -       465.994  (meters)    1528.85   (feet)  ADJUSTED  
 MA0291  ___________________________________________________________________
 MA0291  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 MA0291  DYNAMIC HT  -         465.762 (meters)    1528.09  (feet)  COMP
 MA0291  MODELED GRAV-     980,112.6   (mgal)                       NAVD 88
 MA0291
 MA0291  VERT ORDER  -  SECOND    CLASS 0
 MA0291
 MA0291.The horizontal coordinates were scaled from a topographic map and have
 MA0291.an estimated accuracy of +/- 6 seconds.
 MA0291
 MA0291.The orthometric height was determined by differential leveling
 MA0291.and adjusted by the National Geodetic Survey in June 1991..
 MA0291
 MA0291.The geoid height was determined by GEOID03.
 MA0291
 MA0291.The dynamic height is computed by dividing the NAVD 88
 MA0291.geopotential number by the normal gravity value computed on the
 MA0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0291.degrees latitude (g = 980.6199 gals.).
 MA0291
 MA0291.The modeled gravity was interpolated from observed gravity values.
 MA0291
 MA0291;                    North         East    Units  Estimated Accuracy
 MA0291;SPC PA N     -    96,160.      578,560.      MT  (+/- 180 meters Scaled)
 MA0291
 MA0291                          SUPERSEDED SURVEY CONTROL
 MA0291
 MA0291  NGVD 29 (??/??/92)  466.152  (m)         1529.37   (f) ADJ UNCH    2 0
 MA0291
 MA0291.Superseded values are not recommended for survey control.
 MA0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0291.See file dsdata.txt to determine how the superseded data were derived.
 MA0291
 MA0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF517466(NAD 83)
 MA0291_MARKER: Q = CHISELED SQUARE
 MA0291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0291_SP_SET: CULVERT
 MA0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0291
 MA0291  HISTORY     - Date     Condition        Report By
 MA0291  HISTORY     - UNK      MONUMENTED       USGS
 MA0291  HISTORY     - 1959     GOOD             NGS
 MA0291
 MA0291                          STATION DESCRIPTION
 MA0291
 MA0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MA0291'AT MOSHANNON.
 MA0291'AT MOSHANNON, CENTRE COUNTY, IN THE NORTH CORNER OF THE
 MA0291'CROSSROADS, AND ON THE TOP OF A CONCRETE CULVERT WALL.  A SQUARE
 MA0291'CUT, PAINTED B.M. 1528.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0604 ***********************************************************************
 MA0604  DESIGNATION -  152.92
 MA0604  PID         -  MA0604
 MA0604  STATE/COUNTY-  PA/MCKEAN
 MA0604  USGS QUAD   -  HAZEL HURST (1969)
 MA0604
 MA0604                         *CURRENT SURVEY CONTROL
 MA0604  ___________________________________________________________________
 MA0604* NAD 83(1986)-  41 39 23.     (N)    078 37 11.     (W)     SCALED    
 MA0604* NAVD 88     -       648.825  (meters)    2128.69   (feet)  ADJUSTED  
 MA0604  ___________________________________________________________________
 MA0604  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 MA0604  DYNAMIC HT  -         648.543 (meters)    2127.76  (feet)  COMP
 MA0604  MODELED GRAV-     980,165.0   (mgal)                       NAVD 88
 MA0604
 MA0604  VERT ORDER  -  FIRST     CLASS I
 MA0604
 MA0604.The horizontal coordinates were scaled from a topographic map and have
 MA0604.an estimated accuracy of +/- 6 seconds.
 MA0604
 MA0604.The orthometric height was determined by differential leveling
 MA0604.and adjusted by the National Geodetic Survey in June 1991..
 MA0604
 MA0604.The geoid height was determined by GEOID03.
 MA0604
 MA0604.The dynamic height is computed by dividing the NAVD 88
 MA0604.geopotential number by the normal gravity value computed on the
 MA0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0604.degrees latitude (g = 980.6199 gals.).
 MA0604
 MA0604.The modeled gravity was interpolated from observed gravity values.
 MA0604
 MA0604;                    North         East    Units  Estimated Accuracy
 MA0604;SPC PA N     -   165,810.      527,560.      MT  (+/- 180 meters Scaled)
 MA0604
 MA0604                          SUPERSEDED SURVEY CONTROL
 MA0604
 MA0604  NGVD 29 (??/??/92)  648.960  (m)         2129.13   (f) ADJ UNCH    1 1
 MA0604
 MA0604.Superseded values are not recommended for survey control.
 MA0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0604.See file dsdata.txt to determine how the superseded data were derived.
 MA0604
 MA0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG981143(NAD 83)
 MA0604_MARKER: DD = SURVEY DISK
 MA0604_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0604_SP_SET: WATER TANK FOUNDATION
 MA0604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0604
 MA0604  HISTORY     - Date     Condition        Report By
 MA0604  HISTORY     - UNK      MONUMENTED       BORR
 MA0604  HISTORY     - 1967     GOOD             NGS
 MA0604  HISTORY     - 20010331 MARK NOT FOUND   NGS
 MA0604
 MA0604                          STATION DESCRIPTION
 MA0604
 MA0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0604'6.4 MI S FROM MT JEWETT.
 MA0604'ABOUT 0.1 MILE NORTH ALONG CENTER STREET FROM THE POST OFFICE AT
 MA0604'MT. JEWETT, THENCE 6.25 MILES SOUTH ALONG THE BALTIMORE AND
 MA0604'OHIO RAILROAD, AT THE FORMER LOCATION OF HUTCHINS, 4 POLES
 MA0604'NORTH OF MILEPOST 153, 22 1/2 FEET WEST OF THE WEST RAIL OF THE
 MA0604'WEST SET OF TRACKS, SET IN THE TOP OF THE SOUTH WEST CORNER
 MA0604'OF THE MOST SOUTHERLY OF 3 ABANDONED CONCRETE FOUNDATIONS FOR A
 MA0604'WATER TANK, 0.8 FOOT EAST OF A METAL WITNESS POST, AND ABOUT 5
 MA0604'FEET ABOVE THE LEVEL OF THE TRACKS.  NOTE-- 1967 LEVELING INDICATES
 MA0604'THAT THIS MARK HAS RAISED ABOUT 1 DECIMETER.
 MA0604
 MA0604                          STATION RECOVERY (2001)
 MA0604
 MA0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MA0604'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2759 ***********************************************************************
 KW2759  DESIGNATION -  153 DOP PADH
 KW2759  PID         -  KW2759
 KW2759  STATE/COUNTY-  PA/UNION
 KW2759  USGS QUAD   -  LEWISBURG (1994)
 KW2759
 KW2759                         *CURRENT SURVEY CONTROL
 KW2759  ___________________________________________________________________
 KW2759* NAD 83(1986)-  40 56 28.     (N)    076 52 42.     (W)     SCALED    
 KW2759* NAVD 88     -       144.367  (meters)     473.64   (feet)  ADJUSTED  
 KW2759  ___________________________________________________________________
 KW2759  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KW2759  DYNAMIC HT  -         144.303 (meters)     473.43  (feet)  COMP
 KW2759  MODELED GRAV-     980,185.0   (mgal)                       NAVD 88
 KW2759
 KW2759  VERT ORDER  -  FIRST     CLASS II
 KW2759
 KW2759.The horizontal coordinates were scaled from a topographic map and have
 KW2759.an estimated accuracy of +/- 6 seconds.
 KW2759
 KW2759.The orthometric height was determined by differential leveling
 KW2759.and adjusted by the National Geodetic Survey in June 1991..
 KW2759
 KW2759.The geoid height was determined by GEOID03.
 KW2759
 KW2759.The dynamic height is computed by dividing the NAVD 88
 KW2759.geopotential number by the normal gravity value computed on the
 KW2759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2759.degrees latitude (g = 980.6199 gals.).
 KW2759
 KW2759.The modeled gravity was interpolated from observed gravity values.
 KW2759
 KW2759;                    North         East    Units  Estimated Accuracy
 KW2759;SPC PA N     -    86,370.      673,400.      MT  (+/- 180 meters Scaled)
 KW2759
 KW2759                          SUPERSEDED SURVEY CONTROL
 KW2759
 KW2759.No superseded survey control is available for this station.
 KW2759
 KW2759_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL418339(NAD 83)
 KW2759_MARKER: DD = SURVEY DISK
 KW2759_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KW2759_SP_SET: ABUTMENT
 KW2759_STAMPING: USGS 153 DOP 1962
 KW2759_MARK LOGO: PADH  
 KW2759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2759+STABILITY: SURFACE MOTION
 KW2759
 KW2759  HISTORY     - Date     Condition        Report By
 KW2759  HISTORY     - 1962     MONUMENTED       PADH
 KW2759  HISTORY     - 1983     GOOD             NGS
 KW2759
 KW2759                          STATION DESCRIPTION
 KW2759
 KW2759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KW2759'3.9 KM (2.4 MI) SOUTH FROM LEWISBURG.
 KW2759'3.9 KM (2.4 MI) SOUTH ALONG U.S. HIGHWAY 15 FROM THE BRIDGE OVER
 KW2759'BUFFALO CREEK IN LEWISBURG TO THE MARK ON THE LEFT, IN SOUTHEAST
 KW2759'ABUTMENT OF A BOX CULVERT, 12.1 METERS (40.0 FT) NORTHEAST OF THE
 KW2759'CENTERLINE OF THE NORTHBOUND LANE OF THE HIGHWAY.
 KW2759'THE MARK IS 2.4 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0060 ***********************************************************************
 JV0060  DESIGNATION -  154 PRR
 JV0060  PID         -  JV0060
 JV0060  STATE/COUNTY-  PA/LANCASTER
 JV0060  USGS QUAD   -  HOLTWOOD (1990)
 JV0060
 JV0060                         *CURRENT SURVEY CONTROL
 JV0060  ___________________________________________________________________
 JV0060* NAD 83(1986)-  39 47 59.     (N)    076 17 09.     (W)     SCALED    
 JV0060* NAVD 88     -        46.636  (meters)     153.00   (feet)  ADJUSTED  
 JV0060  ___________________________________________________________________
 JV0060  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 JV0060  DYNAMIC HT  -          46.613 (meters)     152.93  (feet)  COMP
 JV0060  MODELED GRAV-     980,125.7   (mgal)                       NAVD 88
 JV0060
 JV0060  VERT ORDER  -  FIRST     CLASS II
 JV0060
 JV0060.The horizontal coordinates were scaled from a topographic map and have
 JV0060.an estimated accuracy of +/- 6 seconds.
 JV0060
 JV0060.The orthometric height was determined by differential leveling
 JV0060.and adjusted by the National Geodetic Survey in June 1991..
 JV0060
 JV0060.The geoid height was determined by GEOID03.
 JV0060
 JV0060.The dynamic height is computed by dividing the NAVD 88
 JV0060.geopotential number by the normal gravity value computed on the
 JV0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0060.degrees latitude (g = 980.6199 gals.).
 JV0060
 JV0060.The modeled gravity was interpolated from observed gravity values.
 JV0060
 JV0060;                    North         East    Units  Estimated Accuracy
 JV0060;SPC PA S     -    52,830.      725,390.      MT  (+/- 180 meters Scaled)
 JV0060
 JV0060                          SUPERSEDED SURVEY CONTROL
 JV0060
 JV0060  NGVD 29 (??/??/??)   46.890  (m)          153.84   (f) ADJUSTED    1 2
 JV0060
 JV0060.Superseded values are not recommended for survey control.
 JV0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0060.See file dsdata.txt to determine how the superseded data were derived.
 JV0060
 JV0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK899063(NAD 83)
 JV0060_MARKER: B = BOLT
 JV0060_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JV0060_STAMPING: 154 PRR
 JV0060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV0060
 JV0060  HISTORY     - Date     Condition        Report By
 JV0060  HISTORY     - UNK      MONUMENTED       PRR
 JV0060  HISTORY     - 1955     GOOD             CGS
 JV0060  HISTORY     - 1978     GOOD             PRR
 JV0060
 JV0060                          STATION DESCRIPTION
 JV0060
 JV0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JV0060'3.2 MI SE FROM HOLTWOOD.
 JV0060'ABOUT 3.15 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 JV0060'THE CROSSING OF POWER PLANT ROAD AT HOLTWOOD, ABOUT 439 YARDS
 JV0060'SOUTHEAST OF MILE POST 22, 55 YARDS NORTHWEST OF SMALL RAILROAD
 JV0060'HOUSE MARKED MIDWAY, 55 YARDS NORTHWEST OF AUTOMATIC SWITCH AT
 JV0060'SOUTHEAST END OF DOUBLE TRACK, 33 YARDS NORTHWEST OF A STREAM,
 JV0060'23 1/2 FEET NORTHEAST OF NORTHEAST RAIL, A 1-INCH COPPER BOLT IN
 JV0060'THE TOP AND NEAR CENTER OF THE SLANTING SOUTHWEST EDGE OF A SLANTING
 JV0060'ROCK, 114 FEET SOUTHEAST OF BENCH MARK P 7, AND ABOUT 1 1/2 FEET
 JV0060'ABOVE LEVEL OF TRACK.  NOTE-- STAMPED BY THIS PARTY.
 JV0060
 JV0060                          STATION RECOVERY (1978)
 JV0060
 JV0060'RECOVERY NOTE BY PENNSYLVANIA RAILROAD 1978
 JV0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0468 ***********************************************************************
 MA0468  DESIGNATION -  1543.8
 MA0468  PID         -  MA0468
 MA0468  STATE/COUNTY-  PA/ELK
 MA0468  USGS QUAD   -  SAINT MARYS (1981)
 MA0468
 MA0468                         *CURRENT SURVEY CONTROL
 MA0468  ___________________________________________________________________
 MA0468* NAD 83(1986)-  41 25 18.     (N)    078 36 03.     (W)     SCALED    
 MA0468* NAVD 88     -       470.443  (meters)    1543.45   (feet)  ADJUSTED  
 MA0468  ___________________________________________________________________
 MA0468  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 MA0468  DYNAMIC HT  -         470.231 (meters)    1542.75  (feet)  COMP
 MA0468  MODELED GRAV-     980,158.3   (mgal)                       NAVD 88
 MA0468
 MA0468  VERT ORDER  -  SECOND    CLASS 0
 MA0468
 MA0468.The horizontal coordinates were scaled from a topographic map and have
 MA0468.an estimated accuracy of +/- 6 seconds.
 MA0468
 MA0468.The orthometric height was determined by differential leveling
 MA0468.and adjusted by the National Geodetic Survey in June 1991..
 MA0468
 MA0468.The geoid height was determined by GEOID03.
 MA0468
 MA0468.The dynamic height is computed by dividing the NAVD 88
 MA0468.geopotential number by the normal gravity value computed on the
 MA0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0468.degrees latitude (g = 980.6199 gals.).
 MA0468
 MA0468.The modeled gravity was interpolated from observed gravity values.
 MA0468
 MA0468;                    North         East    Units  Estimated Accuracy
 MA0468;SPC PA N     -   139,720.      528,880.      MT  (+/- 180 meters Scaled)
 MA0468
 MA0468                          SUPERSEDED SURVEY CONTROL
 MA0468
 MA0468  NGVD 29 (??/??/92)  470.584  (m)         1543.91   (f) ADJ UNCH    2 0
 MA0468
 MA0468.Superseded values are not recommended for survey control.
 MA0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0468.See file dsdata.txt to determine how the superseded data were derived.
 MA0468
 MA0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF004883(NAD 83)
 MA0468_MARKER: DB = BENCH MARK DISK
 MA0468_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0468_SP_SET: CULVERT
 MA0468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0468
 MA0468  HISTORY     - Date     Condition        Report By
 MA0468  HISTORY     - UNK      MONUMENTED       USGS
 MA0468  HISTORY     - 1934     GOOD             NGS
 MA0468
 MA0468                          STATION DESCRIPTION
 MA0468
 MA0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0468'2.4 MI W FROM ST MARYS.
 MA0468'2.4 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM ST. MARYS,
 MA0468'ELK COUNTY, ABOUT 120 FEET WEST OF MILEPOST 126, IN THE TOP OF
 MA0468'A 4-INCH CONCRETE PIPE CULVERT, 20 FEET NORTH OF THE CENTER LINE
 MA0468'OF THE TRACK, AND ABOUT 3-1/2 FEET LOWER THAN THE TOP OF THE RAIL,
 MA0468'PAINTED 1543.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0140 ***********************************************************************
 KX0140  DESIGNATION -  1544
 KX0140  PID         -  KX0140
 KX0140  STATE/COUNTY-  PA/CLEARFIELD
 KX0140  USGS QUAD   -  WALLACETON (1993)
 KX0140
 KX0140                         *CURRENT SURVEY CONTROL
 KX0140  ___________________________________________________________________
 KX0140* NAD 83(1986)-  40 55 49.     (N)    078 16 40.     (W)     SCALED    
 KX0140* NAVD 88     -       470.596  (meters)    1543.95   (feet)  ADJUSTED  
 KX0140  ___________________________________________________________________
 KX0140  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KX0140  DYNAMIC HT  -         470.360 (meters)    1543.17  (feet)  COMP
 KX0140  MODELED GRAV-     980,108.6   (mgal)                       NAVD 88
 KX0140
 KX0140  VERT ORDER  -  FIRST     CLASS I
 KX0140
 KX0140.The horizontal coordinates were scaled from a topographic map and have
 KX0140.an estimated accuracy of +/- 6 seconds.
 KX0140
 KX0140.The orthometric height was determined by differential leveling
 KX0140.and adjusted by the National Geodetic Survey in June 1991..
 KX0140.WARNING-Repeat measurements at this control monument indicate possible
 KX0140.vertical movement.
 KX0140
 KX0140.The geoid height was determined by GEOID03.
 KX0140
 KX0140.The dynamic height is computed by dividing the NAVD 88
 KX0140.geopotential number by the normal gravity value computed on the
 KX0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0140.degrees latitude (g = 980.6199 gals.).
 KX0140
 KX0140.The modeled gravity was interpolated from observed gravity values.
 KX0140
 KX0140;                    North         East    Units  Estimated Accuracy
 KX0140;SPC PA N     -    84,940.      555,550.      MT  (+/- 180 meters Scaled)
 KX0140
 KX0140                          SUPERSEDED SURVEY CONTROL
 KX0140
 KX0140  NGVD 29 (??/??/92)  470.756  (m)         1544.47   (f) ADJ UNCH    1 1
 KX0140
 KX0140.Superseded values are not recommended for survey control.
 KX0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0140.See file dsdata.txt to determine how the superseded data were derived.
 KX0140
 KX0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF291345(NAD 83)
 KX0140_MARKER: DD = SURVEY DISK
 KX0140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0140_SP_SET: ROCK WALL
 KX0140_STAMPING: 1544 PITTS
 KX0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0140
 KX0140  HISTORY     - Date     Condition        Report By
 KX0140  HISTORY     - UNK      MONUMENTED       USGS
 KX0140  HISTORY     - 1966     GOOD             NGS
 KX0140
 KX0140                          STATION DESCRIPTION
 KX0140
 KX0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0140'3.6 MI NW FROM PHILIPSBURG.
 KX0140'ABOUT 3.65 MILES NORTHWEST ALONG THE CLEARFIELD BRANCH OF THE
 KX0140'PENNSYLVANIA RAILROAD FROM THE FREIGHT STATION AT PHILLIPSBURG,
 KX0140'0.15 MILE NORTHWEST OF MILEPOST NUMBER 27, AT THE SMALL COMMUNITY
 KX0140'OF BLUE BALL, 6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 KX0140'SOUTHWEST SET OF TRACKS, SET VERTICALLY IN THE NORTHEAST FACE OF
 KX0140'THE ROCK WALL OF AN OLD WATER TANK FOUNDATION, 0.5 FEET NORTHWEST
 KX0140'OF THE EAST CORNER OF THE WALL, AND ABOUT 1 1/2 FEET ABOVE
 KX0140'THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2420 ***********************************************************************
 KX2420  DESIGNATION -  1546
 KX2420  PID         -  KX2420
 KX2420  STATE/COUNTY-  PA/ALLEGHENY
 KX2420  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX2420
 KX2420                         *CURRENT SURVEY CONTROL
 KX2420  ___________________________________________________________________
 KX2420* NAD 83(1986)-  40 24 41.     (N)    079 57 22.     (W)     SCALED    
 KX2420* NAVD 88     -       222.526  (meters)     730.07   (feet)  ADJUSTED  
 KX2420  ___________________________________________________________________
 KX2420  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 KX2420  DYNAMIC HT  -         222.409 (meters)     729.69  (feet)  COMP
 KX2420  MODELED GRAV-     980,098.0   (mgal)                       NAVD 88
 KX2420
 KX2420  VERT ORDER  -  SECOND    CLASS I
 KX2420
 KX2420.The horizontal coordinates were scaled from a topographic map and have
 KX2420.an estimated accuracy of +/- 6 seconds.
 KX2420
 KX2420.The orthometric height was determined by differential leveling
 KX2420.and adjusted by the National Geodetic Survey in September 1994..
 KX2420
 KX2420.The geoid height was determined by GEOID03.
 KX2420
 KX2420.The dynamic height is computed by dividing the NAVD 88
 KX2420.geopotential number by the normal gravity value computed on the
 KX2420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX2420.degrees latitude (g = 980.6199 gals.).
 KX2420
 KX2420.The modeled gravity was interpolated from observed gravity values.
 KX2420
 KX2420;                    North         East    Units  Estimated Accuracy
 KX2420;SPC PA S     -   122,040.      412,770.      MT  (+/- 180 meters Scaled)
 KX2420
 KX2420                          SUPERSEDED SURVEY CONTROL
 KX2420
 KX2420.No superseded survey control is available for this station.
 KX2420
 KX2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE885739(NAD 83)
 KX2420_MARKER: DB = BENCH MARK DISK
 KX2420_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KX2420_SP_SET: SET VERTICAL IN PIER
 KX2420_STAMPING: 1546
 KX2420_MARK LOGO: PA6600
 KX2420_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KX2420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX2420
 KX2420  HISTORY     - Date     Condition        Report By
 KX2420  HISTORY     - 1933     MONUMENTED       PA6600
 KX2420  HISTORY     - 19890724 GOOD             HARTMN
 KX2420
 KX2420                          STATION DESCRIPTION
 KX2420
 KX2420'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 KX2420'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 4.4, A CITY OF
 KX2420'PITTSBURGH D.C.P. BENCHMARK DISK SET IN THE BASE OF A CONCRETE PIER
 KX2420'OF THE PENNSYLVANIA RAILROAD STRUCTURE OVER BECKS RUN ROAD AT ITS
 KX2420'INTERSECTION WITH CARSON STREET.  THE DISK IS AT THE SOUTHEAST CORNER
 KX2420'OF THE FIRST PIER NORTH OF BECKS RUN ROAD, ABOUT 90 FT (27.4 MT) WEST
 KX2420'OF THE CENTER OF CARSON STREET (ROUTE 837).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0813 ***********************************************************************
 LZ0813  DESIGNATION -  1546.19
 LZ0813  PID         -  LZ0813
 LZ0813  STATE/COUNTY-  PA/TIOGA
 LZ0813  USGS QUAD   -  LIBERTY (1986)
 LZ0813
 LZ0813                         *CURRENT SURVEY CONTROL
 LZ0813  ___________________________________________________________________
 LZ0813* NAD 83(1986)-  41 33 30.     (N)    077 06 17.     (W)     SCALED    
 LZ0813* NAVD 88     -       471.219  (meters)    1545.99   (feet)  ADJUSTED  
 LZ0813  ___________________________________________________________________
 LZ0813  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 LZ0813  DYNAMIC HT  -         471.004 (meters)    1545.29  (feet)  COMP
 LZ0813  MODELED GRAV-     980,151.0   (mgal)                       NAVD 88
 LZ0813
 LZ0813  VERT ORDER  -  SECOND    CLASS 0
 LZ0813
 LZ0813.The horizontal coordinates were scaled from a topographic map and have
 LZ0813.an estimated accuracy of +/- 6 seconds.
 LZ0813
 LZ0813.The orthometric height was determined by differential leveling
 LZ0813.and adjusted by the National Geodetic Survey in June 1991..
 LZ0813
 LZ0813.The geoid height was determined by GEOID03.
 LZ0813
 LZ0813.The dynamic height is computed by dividing the NAVD 88
 LZ0813.geopotential number by the normal gravity value computed on the
 LZ0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0813.degrees latitude (g = 980.6199 gals.).
 LZ0813
 LZ0813.The modeled gravity was interpolated from observed gravity values.
 LZ0813
 LZ0813;                    North         East    Units  Estimated Accuracy
 LZ0813;SPC PA N     -   154,750.      653,830.      MT  (+/- 180 meters Scaled)
 LZ0813
 LZ0813                          SUPERSEDED SURVEY CONTROL
 LZ0813
 LZ0813  NGVD 29 (??/??/92)  471.392  (m)         1546.56   (f) ADJ UNCH    2 0
 LZ0813
 LZ0813.Superseded values are not recommended for survey control.
 LZ0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0813.See file dsdata.txt to determine how the superseded data were derived.
 LZ0813
 LZ0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM244028(NAD 83)
 LZ0813_MARKER: X = CHISELED CROSS
 LZ0813_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0813_SP_SET: STEP
 LZ0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0813
 LZ0813  HISTORY     - Date     Condition        Report By
 LZ0813  HISTORY     - UNK      MONUMENTED       USGS
 LZ0813  HISTORY     - 1968     GOOD             NGS
 LZ0813
 LZ0813                          STATION DESCRIPTION
 LZ0813
 LZ0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0813'AT LIBERTY.
 LZ0813'AT LIBERTY, TIOGA COUNTY, ON U.S. HIGHWAY 15, 3 FEET EAST OF THE
 LZ0813'CENTER LINE OF THE ENTRANCE TO THE 3-STORY BRICK MILLER STORE
 LZ0813'BUILDING, 42 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 36
 LZ0813'FEET NORTH OF THE CENTER LINE OF MAIN STREET, ON THE TOP OF THE
 LZ0813'SOUTHEAST CORNER OF A STONE STEP, AND ABOUT 1 FOOT ABOVE THE
 LZ0813'SIDEWALK.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1138 ***********************************************************************
 KX1138  DESIGNATION -  1554
 KX1138  PID         -  KX1138
 KX1138  STATE/COUNTY-  PA/WESTMORELAND
 KX1138  USGS QUAD   -  SEVEN SPRINGS (1993)
 KX1138
 KX1138                         *CURRENT SURVEY CONTROL
 KX1138  ___________________________________________________________________
 KX1138* NAD 83(1986)-  40 05 20.     (N)    079 20 28.     (W)     SCALED    
 KX1138* NAVD 88     -       473.467  (meters)    1553.37   (feet)  ADJUSTED  
 KX1138  ___________________________________________________________________
 KX1138  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KX1138  DYNAMIC HT  -         473.197 (meters)    1552.48  (feet)  COMP
 KX1138  MODELED GRAV-     980,040.4   (mgal)                       NAVD 88
 KX1138
 KX1138  VERT ORDER  -  SECOND    CLASS 0
 KX1138
 KX1138.The horizontal coordinates were scaled from a topographic map and have
 KX1138.an estimated accuracy of +/- 6 seconds.
 KX1138
 KX1138.The orthometric height was determined by differential leveling
 KX1138.and adjusted by the National Geodetic Survey in June 1991..
 KX1138
 KX1138.The geoid height was determined by GEOID03.
 KX1138
 KX1138.The dynamic height is computed by dividing the NAVD 88
 KX1138.geopotential number by the normal gravity value computed on the
 KX1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1138.degrees latitude (g = 980.6199 gals.).
 KX1138
 KX1138.The modeled gravity was interpolated from observed gravity values.
 KX1138
 KX1138;                    North         East    Units  Estimated Accuracy
 KX1138;SPC PA S     -    85,120.      464,320.      MT  (+/- 180 meters Scaled)
 KX1138
 KX1138                          SUPERSEDED SURVEY CONTROL
 KX1138
 KX1138  NGVD 29 (??/??/92)  473.623  (m)         1553.88   (f) ADJ UNCH    2 0
 KX1138
 KX1138.Superseded values are not recommended for survey control.
 KX1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1138.See file dsdata.txt to determine how the superseded data were derived.
 KX1138
 KX1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE414389(NAD 83)
 KX1138_MARKER: DD = SURVEY DISK
 KX1138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1138_SP_SET: STONE WALL
 KX1138_STAMPING: 1554 PA
 KX1138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1138
 KX1138  HISTORY     - Date     Condition        Report By
 KX1138  HISTORY     - UNK      MONUMENTED       USGS
 KX1138  HISTORY     - 1954     GOOD             NGS
 KX1138
 KX1138                          STATION DESCRIPTION
 KX1138
 KX1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KX1138'AT JONES MILLS.
 KX1138'0.35 MILE EAST ALONG STATE HIGHWAY 31 FROM THE JUNCTION OF STATE
 KX1138'HIGHWAY 711 AT JONES MILLS, SET VERTICALLY IN SOUTHWEST FACE OF
 KX1138'STONE WALL ALONG SOUTHWEST SIDE OF FLAGSTONE LANDING WHICH IS AT
 KX1138'THE TOP OF FLIGHT OF CONCRETE STEPS LEADING FROM HIGHWAY 31 TO
 KX1138'THE OLD NEIDERHISER HOTEL, 9 FEET SOUTHEAST OF SOUTHEAST EDGE OF
 KX1138'HOTEL PORCH, 30 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 KX1138'3 FEET NORTHEAST OF THE SOUTHWEST FACE OF A 9-FOOT HIGH CONCRETE
 KX1138'RETAINING WALL THAT IS BETWEEN THE HIGHWAY AND HOTEL, 8 1/2 FEET
 KX1138'NORTHWEST OF THE HIGHEST POINT ON THE CONCRETE RETAINING WALL AND
 KX1138'ABOUT 9 FEET ABOVE THE LEVEL OF THE HIGHWAY.  THERE IS A CONCRETE
 KX1138'COPING WALL ON TOP OF THE STONE WALL, THE CONCRETE PROJECTING OUT
 KX1138'OVER THE DISK ABOUT AN INCH.  A FLOWER BED IS BETWEEN THE TWO
 KX1138'WALLS AND THE DISK IS ABOUT HALF COVERED BY THE EARTH OF THE
 KX1138'FLOWER BED.  THE HIGHWAY HAS BEEN REGRADED AND THE HIGH CONCRETE
 KX1138'RETAINING WALL BUILT SINCE THIS MARK WAS LEVELED TOO IN 1935.
 KX1138'IT SEEMS LIKELY THAT THE CONCRETE COPING HAS ALSO BEEN ADDED TO
 KX1138'THE STONE WALL.  THE MARK IS PROBABLY STABLE NOW BUT MAY VERY
 KX1138'WELL HAVE MOVED SINCE 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0778 ***********************************************************************
 LZ0778  DESIGNATION -  1562
 LZ0778  PID         -  LZ0778
 LZ0778  STATE/COUNTY-  PA/TIOGA
 LZ0778  USGS QUAD   -  CHERRY FLATS (1983)
 LZ0778
 LZ0778                         *CURRENT SURVEY CONTROL
 LZ0778  ___________________________________________________________________
 LZ0778* NAD 83(1986)-  41 39 18.     (N)    077 10 14.     (W)     SCALED    
 LZ0778* NAVD 88     -       476.089  (meters)    1561.97   (feet)  ADJUSTED  
 LZ0778  ___________________________________________________________________
 LZ0778  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 LZ0778  DYNAMIC HT  -         475.871 (meters)    1561.25  (feet)  COMP
 LZ0778  MODELED GRAV-     980,152.3   (mgal)                       NAVD 88
 LZ0778
 LZ0778  VERT ORDER  -  SECOND    CLASS 0
 LZ0778
 LZ0778.The horizontal coordinates were scaled from a topographic map and have
 LZ0778.an estimated accuracy of +/- 6 seconds.
 LZ0778
 LZ0778.The orthometric height was determined by differential leveling
 LZ0778.and adjusted by the National Geodetic Survey in June 1991..
 LZ0778
 LZ0778.The geoid height was determined by GEOID03.
 LZ0778
 LZ0778.The dynamic height is computed by dividing the NAVD 88
 LZ0778.geopotential number by the normal gravity value computed on the
 LZ0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0778.degrees latitude (g = 980.6199 gals.).
 LZ0778
 LZ0778.The modeled gravity was interpolated from observed gravity values.
 LZ0778
 LZ0778;                    North         East    Units  Estimated Accuracy
 LZ0778;SPC PA N     -   165,450.      648,260.      MT  (+/- 180 meters Scaled)
 LZ0778
 LZ0778                          SUPERSEDED SURVEY CONTROL
 LZ0778
 LZ0778  NGVD 29 (??/??/92)  476.220  (m)         1562.40   (f) ADJ UNCH    2 0
 LZ0778
 LZ0778.Superseded values are not recommended for survey control.
 LZ0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0778.See file dsdata.txt to determine how the superseded data were derived.
 LZ0778
 LZ0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM192137(NAD 83)
 LZ0778_MARKER: Q = CHISELED SQUARE
 LZ0778_SETTING: 80 = SET IN A BOULDER
 LZ0778_SP_SET: BOULDER
 LZ0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0778+STABILITY: SURFACE MOTION
 LZ0778
 LZ0778  HISTORY     - Date     Condition        Report By
 LZ0778  HISTORY     - UNK      MONUMENTED       USGS
 LZ0778  HISTORY     - 1934     GOOD             NGS
 LZ0778
 LZ0778                          STATION DESCRIPTION
 LZ0778
 LZ0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0778'2.3 MI E FROM LANDRUS.
 LZ0778'ABOUT 2.3 MILES EAST ALONG THE ERIE RAILROAD FROM LANDRUS,
 LZ0778'TIOGA COUNTY, ABOUT 455 FEET WEST OF MILEPOST 52, OPPOSITE THE
 LZ0778'KLONDIKE MINE, 8 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 LZ0778'AND ON THE TOP OF A LARGE CONGLOMERATE BOULDER.  A CHISELED
 LZ0778'SQUARE, MARKED BY THE PAINTED LETTERS B.M. 1562.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0525 ***********************************************************************
 KX0525  DESIGNATION -  1572
 KX0525  PID         -  KX0525
 KX0525  STATE/COUNTY-  PA/SOMERSET
 KX0525  USGS QUAD   -  HOOVERSVILLE (1994)
 KX0525
 KX0525                         *CURRENT SURVEY CONTROL
 KX0525  ___________________________________________________________________
 KX0525* NAD 83(1986)-  40 11 22.     (N)    078 54 38.     (W)     SCALED    
 KX0525* NAVD 88     -       478.932  (meters)    1571.30   (feet)  ADJUSTED  
 KX0525  ___________________________________________________________________
 KX0525  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KX0525  DYNAMIC HT  -         478.657 (meters)    1570.39  (feet)  COMP
 KX0525  MODELED GRAV-     980,036.1   (mgal)                       NAVD 88
 KX0525
 KX0525  VERT ORDER  -  SECOND    CLASS 0
 KX0525
 KX0525.The horizontal coordinates were scaled from a topographic map and have
 KX0525.an estimated accuracy of +/- 6 seconds.
 KX0525
 KX0525.The orthometric height was determined by differential leveling
 KX0525.and adjusted by the National Geodetic Survey in June 1991..
 KX0525
 KX0525.The geoid height was determined by GEOID03.
 KX0525
 KX0525.The dynamic height is computed by dividing the NAVD 88
 KX0525.geopotential number by the normal gravity value computed on the
 KX0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0525.degrees latitude (g = 980.6199 gals.).
 KX0525
 KX0525.The modeled gravity was interpolated from observed gravity values.
 KX0525
 KX0525;                    North         East    Units  Estimated Accuracy
 KX0525;SPC PA S     -    95,710.      501,180.      MT  (+/- 180 meters Scaled)
 KX0525
 KX0525                          SUPERSEDED SURVEY CONTROL
 KX0525
 KX0525  NGVD 29 (??/??/92)  479.07   (m)         1571.7    (f) COMPUTED    2 0
 KX0525
 KX0525.Superseded values are not recommended for survey control.
 KX0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0525.See file dsdata.txt to determine how the superseded data were derived.
 KX0525
 KX0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE778508(NAD 83)
 KX0525_MARKER: DD = SURVEY DISK
 KX0525_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0525_SP_SET: ABUTMENT
 KX0525_STAMPING: 1572 1908
 KX0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0525
 KX0525  HISTORY     - Date     Condition        Report By
 KX0525  HISTORY     - 1908     MONUMENTED       USGS
 KX0525  HISTORY     - 1935     GOOD             NGS
 KX0525
 KX0525                          STATION DESCRIPTION
 KX0525
 KX0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0525'2.1 MI S FROM HOLSOPPLE.
 KX0525'ABOUT 2.1 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KX0525'THE STATION AT HOLSOPPLE, SOMERSET COUNTY, ABOUT 127 YARDS NORTH
 KX0525'OF THE LANDSTREET STATION, ABOUT 95 FEET NORTHWEST OF MILEPOST
 KX0525'R 30 J 15, ABOUT 80 FEET WEST OF THE CENTER LINE OF THE TRACK,
 KX0525'AT A STATE HIGHWAY 53 BRIDGE OVER STONEY CREEK, AND IN THE TOP
 KX0525'OF THE NORTH END OF THE EAST ABUTMENT.  A UNITED STATES
 KX0525'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1572 1908.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0562 ***********************************************************************
 JW0562  DESIGNATION -  1578
 JW0562  PID         -  JW0562
 JW0562  STATE/COUNTY-  PA/SOMERSET
 JW0562  USGS QUAD   -  CONFLUENCE (1994)
 JW0562
 JW0562                         *CURRENT SURVEY CONTROL
 JW0562  ___________________________________________________________________
 JW0562* NAD 83(1986)-  39 49 50.     (N)    079 16 24.     (W)     SCALED    
 JW0562* NAVD 88     -       481.099  (meters)    1578.41   (feet)  ADJUSTED  
 JW0562  ___________________________________________________________________
 JW0562  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 JW0562  DYNAMIC HT  -         480.799 (meters)    1577.42  (feet)  COMP
 JW0562  MODELED GRAV-     979,988.0   (mgal)                       NAVD 88
 JW0562
 JW0562  VERT ORDER  -  FIRST     CLASS II
 JW0562
 JW0562.The horizontal coordinates were scaled from a topographic map and have
 JW0562.an estimated accuracy of +/- 6 seconds.
 JW0562
 JW0562.The orthometric height was determined by differential leveling
 JW0562.and adjusted by the National Geodetic Survey in June 1991..
 JW0562
 JW0562.The geoid height was determined by GEOID03.
 JW0562
 JW0562.The dynamic height is computed by dividing the NAVD 88
 JW0562.geopotential number by the normal gravity value computed on the
 JW0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0562.degrees latitude (g = 980.6199 gals.).
 JW0562
 JW0562.The modeled gravity was interpolated from observed gravity values.
 JW0562
 JW0562;                    North         East    Units  Estimated Accuracy
 JW0562;SPC PA S     -    56,330.      469,600.      MT  (+/- 180 meters Scaled)
 JW0562
 JW0562                          SUPERSEDED SURVEY CONTROL
 JW0562
 JW0562  NGVD 29 (??/??/92)  481.222  (m)         1578.81   (f) ADJ UNCH    1 2
 JW0562
 JW0562.Superseded values are not recommended for survey control.
 JW0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0562.See file dsdata.txt to determine how the superseded data were derived.
 JW0562
 JW0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE477103(NAD 83)
 JW0562_MARKER: DD = SURVEY DISK
 JW0562_SETTING: 80 = SET IN A BOULDER
 JW0562_SP_SET: BOULDER
 JW0562_STAMPING: 1578 PENN
 JW0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0562+STABILITY: SURFACE MOTION
 JW0562
 JW0562  HISTORY     - Date     Condition        Report By
 JW0562  HISTORY     - UNK      MONUMENTED       USGS
 JW0562  HISTORY     - 1941     GOOD             NGS
 JW0562
 JW0562                          STATION DESCRIPTION
 JW0562
 JW0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JW0562'5.5 MI NE FROM CONFLUENCE.
 JW0562'5.5 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0562'STATION AT CONFLUENCE, SOMERSET COUNTY, AT FORT HILL, 130
 JW0562'FEET NORTH OF AN ARCHED UNDERPASS, 17.8 FEET WEST OF THE CENTERLINE
 JW0562'OF A ROAD, 8.1 FEET SOUTHWEST OF THE EAST CORNER OF A HOUSE, AND
 JW0562'IN THE TOP OF A LARGE BOULDER.  A U.S. GEOLOGICAL SURVEY STANDARD
 JW0562'DISK, STAMPED 1578 PENN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1600 ***********************************************************************
 MA1600  DESIGNATION -  1581
 MA1600  PID         -  MA1600
 MA1600  STATE/COUNTY-  PA/VENANGO
 MA1600  USGS QUAD   -  DEMPSEYTOWN (1973)
 MA1600
 MA1600                         *CURRENT SURVEY CONTROL
 MA1600  ___________________________________________________________________
 MA1600* NAD 83(1986)-  41 36 52.     (N)    079 45 23.     (W)     SCALED    
 MA1600* NAVD 88     -       481.796  (meters)    1580.69   (feet)  ADJUSTED  
 MA1600  ___________________________________________________________________
 MA1600  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 MA1600  DYNAMIC HT  -         481.590 (meters)    1580.02  (feet)  COMP
 MA1600  MODELED GRAV-     980,180.3   (mgal)                       NAVD 88
 MA1600
 MA1600  VERT ORDER  -  SECOND    CLASS 0
 MA1600
 MA1600.The horizontal coordinates were scaled from a topographic map and have
 MA1600.an estimated accuracy of +/- 6 seconds.
 MA1600
 MA1600.The orthometric height was determined by differential leveling
 MA1600.and adjusted by the National Geodetic Survey in June 1991..
 MA1600
 MA1600.The geoid height was determined by GEOID03.
 MA1600
 MA1600.The dynamic height is computed by dividing the NAVD 88
 MA1600.geopotential number by the normal gravity value computed on the
 MA1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1600.degrees latitude (g = 980.6199 gals.).
 MA1600
 MA1600.The modeled gravity was interpolated from observed gravity values.
 MA1600
 MA1600;                    North         East    Units  Estimated Accuracy
 MA1600;SPC PA N     -   162,720.      432,790.      MT  (+/- 180 meters Scaled)
 MA1600
 MA1600                          SUPERSEDED SURVEY CONTROL
 MA1600
 MA1600  NGVD 29 (??/??/92)  481.961  (m)         1581.23   (f) ADJ UNCH    2 0
 MA1600
 MA1600.Superseded values are not recommended for survey control.
 MA1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1600.See file dsdata.txt to determine how the superseded data were derived.
 MA1600
 MA1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG036077(NAD 83)
 MA1600_MARKER: DD = SURVEY DISK
 MA1600_SETTING: 80 = SET IN A BOULDER
 MA1600_SP_SET: BOULDER
 MA1600_STAMPING: PT STA NO 31 M 1925 1581
 MA1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1600+STABILITY: SURFACE MOTION
 MA1600
 MA1600  HISTORY     - Date     Condition        Report By
 MA1600  HISTORY     - 1925     MONUMENTED       USGS
 MA1600  HISTORY     - 1967     GOOD             NGS
 MA1600
 MA1600                          STATION DESCRIPTION
 MA1600
 MA1600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1600'4.1 MI W FROM TITUSVILLE.
 MA1600'4.1 MILES WEST ALONG STATE HIGHWAY 27 FROM ITS JUNCTION WITH
 MA1600'STATE HIGHWAY 8 IN TITUSVILLE, 33 FEET SOUTH OF THE CENTERLINE
 MA1600'OF HIGHWAY, 16 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED
 MA1600'CROSSROAD, 35 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 MA1600'HOUSE, 10 FEET WEST OF A 2 FOOT MAPLE TREE, SET IN THE TOP
 MA1600'OF A 1 X 1 FOOT BOULDER AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF
 MA1600'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0716 ***********************************************************************
 LZ0716  DESIGNATION -  1585 HARRISBURG
 LZ0716  PID         -  LZ0716
 LZ0716  STATE/COUNTY-  PA/TIOGA
 LZ0716  USGS QUAD   -  JACKSON SUMMIT (1986)
 LZ0716
 LZ0716                         *CURRENT SURVEY CONTROL
 LZ0716  ___________________________________________________________________
 LZ0716* NAD 83(1986)-  41 56 34.     (N)    077 01 02.     (W)     SCALED    
 LZ0716* NAVD 88     -       483.807  (meters)    1587.29   (feet)  ADJUSTED  
 LZ0716  ___________________________________________________________________
 LZ0716  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 LZ0716  DYNAMIC HT  -         483.615 (meters)    1586.66  (feet)  COMP
 LZ0716  MODELED GRAV-     980,210.5   (mgal)                       NAVD 88
 LZ0716
 LZ0716  VERT ORDER  -  SECOND    CLASS 0
 LZ0716
 LZ0716.The horizontal coordinates were scaled from a topographic map and have
 LZ0716.an estimated accuracy of +/- 6 seconds.
 LZ0716
 LZ0716.The orthometric height was determined by differential leveling
 LZ0716.and adjusted by the National Geodetic Survey in June 1991..
 LZ0716
 LZ0716.The geoid height was determined by GEOID03.
 LZ0716
 LZ0716.The dynamic height is computed by dividing the NAVD 88
 LZ0716.geopotential number by the normal gravity value computed on the
 LZ0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0716.degrees latitude (g = 980.6199 gals.).
 LZ0716
 LZ0716.The modeled gravity was interpolated from observed gravity values.
 LZ0716
 LZ0716;                    North         East    Units  Estimated Accuracy
 LZ0716;SPC PA N     -   197,510.      660,770.      MT  (+/- 180 meters Scaled)
 LZ0716
 LZ0716                          SUPERSEDED SURVEY CONTROL
 LZ0716
 LZ0716  NGVD 29 (??/??/92)  483.944  (m)         1587.74   (f) ADJ UNCH    2 0
 LZ0716
 LZ0716.Superseded values are not recommended for survey control.
 LZ0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0716.See file dsdata.txt to determine how the superseded data were derived.
 LZ0716
 LZ0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM327453(NAD 83)
 LZ0716_MARKER: DD = SURVEY DISK
 LZ0716_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0716_SP_SET: FOUNDATION
 LZ0716_STAMPING: 1585 HARRISBURG 1899
 LZ0716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0716
 LZ0716  HISTORY     - Date     Condition        Report By
 LZ0716  HISTORY     - 1899     MONUMENTED       USGS
 LZ0716  HISTORY     - 1953     GOOD             NGS
 LZ0716  HISTORY     - 1953     MARK NOT FOUND   NGS
 LZ0716
 LZ0716                          STATION DESCRIPTION
 LZ0716
 LZ0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LZ0716'AT JACKSON SUMMIT.
 LZ0716'AT JACKSON SUMMIT, TIOGA COUNTY, ABOUT 140 FEET SOUTH OF THE
 LZ0716'ERIE RAILROAD STATION, AT THE NORTH SIDE OF THE GREEN FRAME
 LZ0716'HOUSE OWNED BY O.B. MORRELL, IN THE TOP OF THE FOUNDATION, 25
 LZ0716'FEET WEST OF THE NORTHWEST CORNER, AND 5 FEET HIGHER THAN THE
 LZ0716'TOP OF THE RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 LZ0716'DISK, STAMPED 1585 HARRISBURG 1899.
 LZ0716
 LZ0716                          STATION RECOVERY (1953)
 LZ0716
 LZ0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 LZ0716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2241 ***********************************************************************
 KV2241  DESIGNATION -  159.1
 KV2241  PID         -  KV2241
 KV2241  STATE/COUNTY-  PA/BERKS
 KV2241  USGS QUAD   -  BOYERTOWN (1995)
 KV2241
 KV2241                         *CURRENT SURVEY CONTROL
 KV2241  ___________________________________________________________________
 KV2241* NAD 83(1986)-  40 15 44.     (N)    075 44 18.     (W)     SCALED    
 KV2241* NAVD 88     -        48.213  (meters)     158.18   (feet)  ADJUSTED  
 KV2241  ___________________________________________________________________
 KV2241  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 KV2241  DYNAMIC HT  -          48.188 (meters)     158.10  (feet)  COMP
 KV2241  MODELED GRAV-     980,114.1   (mgal)                       NAVD 88
 KV2241
 KV2241  VERT ORDER  -  FIRST     CLASS I
 KV2241
 KV2241.The horizontal coordinates were scaled from a topographic map and have
 KV2241.an estimated accuracy of +/- 6 seconds.
 KV2241
 KV2241.The orthometric height was determined by differential leveling
 KV2241.and adjusted by the National Geodetic Survey in June 1991..
 KV2241
 KV2241.The geoid height was determined by GEOID03.
 KV2241
 KV2241.The dynamic height is computed by dividing the NAVD 88
 KV2241.geopotential number by the normal gravity value computed on the
 KV2241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2241.degrees latitude (g = 980.6199 gals.).
 KV2241
 KV2241.The modeled gravity was interpolated from observed gravity values.
 KV2241
 KV2241;                    North         East    Units  Estimated Accuracy
 KV2241;SPC PA S     -   105,090.      771,100.      MT  (+/- 180 meters Scaled)
 KV2241
 KV2241                          SUPERSEDED SURVEY CONTROL
 KV2241
 KV2241  NGVD 29 (??/??/??)   48.482  (m)          159.06   (f) ADJUSTED    1 1
 KV2241
 KV2241.Superseded values are not recommended for survey control.
 KV2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2241.See file dsdata.txt to determine how the superseded data were derived.
 KV2241
 KV2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK372571(NAD 83)
 KV2241_MARKER: O = CHISELED CIRCLE
 KV2241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2241_SP_SET: CULVERT
 KV2241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2241+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2003
 KV2241
 KV2241  HISTORY     - Date     Condition        Report By
 KV2241  HISTORY     - UNK      MONUMENTED       CGS
 KV2241  HISTORY     - 1966     GOOD             CGS
 KV2241  HISTORY     - 20030313 GOOD             USPSQD
 KV2241
 KV2241                          STATION DESCRIPTION
 KV2241
 KV2241'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2241'0.7 MI NW FROM DOUGLASSVILLE.
 KV2241'ABOUT 0.7 MILE NORTHWEST ALONG THE READING COMPANY RAILROAD FROM
 KV2241'THE STATION AT DOUGLASSVILLE, 5 POLES SOUTHEAST OF FRACTIONAL
 KV2241'MILEPOST 45/30.  25 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 KV2241'NORTHEAST RAIL OF THE NORTHEAST SET OF MAIN LINE TRACKS, A
 KV2241'CHISELED CIRCLE ON THE TOP AND THE EAST CORNER OF THE 3RD STONE
 KV2241'SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST HEAD WALL OF A
 KV2241'STONE CULVERT, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 KV2241
 KV2241                          STATION RECOVERY (2003)
 KV2241
 KV2241'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEQ)
 KV2241'MILEPOSTS 45/2 AND 45/3 IDENTIFY THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0771 ***********************************************************************
 MA0771  DESIGNATION -  1594.92
 MA0771  PID         -  MA0771
 MA0771  STATE/COUNTY-  PA/ELK
 MA0771  USGS QUAD   -  WILCOX (1983)
 MA0771
 MA0771                         *CURRENT SURVEY CONTROL
 MA0771  ___________________________________________________________________
 MA0771* NAD 83(1986)-  41 35 54.     (N)    078 43 39.     (W)     SCALED    
 MA0771* NAVD 88     -       485.997  (meters)    1594.48   (feet)  ADJUSTED  
 MA0771  ___________________________________________________________________
 MA0771  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 MA0771  DYNAMIC HT  -         485.790 (meters)    1593.80  (feet)  COMP
 MA0771  MODELED GRAV-     980,180.3   (mgal)                       NAVD 88
 MA0771
 MA0771  VERT ORDER  -  SECOND    CLASS 0
 MA0771
 MA0771.The horizontal coordinates were scaled from a topographic map and have
 MA0771.an estimated accuracy of +/- 6 seconds.
 MA0771
 MA0771.The orthometric height was determined by differential leveling
 MA0771.and adjusted by the National Geodetic Survey in June 1991..
 MA0771
 MA0771.The geoid height was determined by GEOID03.
 MA0771
 MA0771.The dynamic height is computed by dividing the NAVD 88
 MA0771.geopotential number by the normal gravity value computed on the
 MA0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0771.degrees latitude (g = 980.6199 gals.).
 MA0771
 MA0771.The modeled gravity was interpolated from observed gravity values.
 MA0771
 MA0771;                    North         East    Units  Estimated Accuracy
 MA0771;SPC PA N     -   159,450.      518,510.      MT  (+/- 180 meters Scaled)
 MA0771
 MA0771                          SUPERSEDED SURVEY CONTROL
 MA0771
 MA0771  NGVD 29 (??/??/92)  486.114  (m)         1594.86   (f) ADJ UNCH    2 0
 MA0771
 MA0771.Superseded values are not recommended for survey control.
 MA0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0771.See file dsdata.txt to determine how the superseded data were derived.
 MA0771
 MA0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG893076(NAD 83)
 MA0771_MARKER: Q = CHISELED SQUARE
 MA0771_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0771_SP_SET: STEP
 MA0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0771
 MA0771  HISTORY     - Date     Condition        Report By
 MA0771  HISTORY     - UNK      MONUMENTED       PRR
 MA0771  HISTORY     - 1935     GOOD             NGS
 MA0771  HISTORY     - 20040412 MARK NOT FOUND   USPSQD
 MA0771
 MA0771                          STATION DESCRIPTION
 MA0771
 MA0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA0771'AT DAHOGA.
 MA0771'AT DAHOGA, ELK COUNTY, ABOUT 0.1 MILE SOUTH OF THE PENNSYLVANIA
 MA0771'RAILROAD STATION, AT BRIDGE 101.28, 30 FEET WEST OF UNITED STATES
 MA0771'GEOLOGICAL SURVEY BENCH MARK TT 75 TN 1930, DESCRIBED ABOVE, ON
 MA0771'THE TOP OF THE TOP STEP OF THE NORTHWEST MASONRY WING WALL, 7
 MA0771'FEET WEST OF THE WEST RAIL, AND ABOUT 1-1/2 FEET LOWER THAN THE
 MA0771'TRACK.  A CHISELED SQUARE.
 MA0771
 MA0771                          STATION RECOVERY (2004)
 MA0771
 MA0771'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0771'RR BRIDGE HAS BEEN ELEVATED AND CONCRETE COPING PLACED ON TOP OF STONE
 MA0771'WINGWALLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0255 ***********************************************************************
 LZ0255  DESIGNATION -  16
 LZ0255  PID         -  LZ0255
 LZ0255  STATE/COUNTY-  PA/NORTHUMBERLAND
 LZ0255  USGS QUAD   -  MILTON (1983)
 LZ0255
 LZ0255                         *CURRENT SURVEY CONTROL
 LZ0255  ___________________________________________________________________
 LZ0255* NAD 83(1986)-  41 00 21.     (N)    076 51 19.     (W)     SCALED    
 LZ0255* NAVD 88     -       142.675  (meters)     468.09   (feet)  ADJUSTED  
 LZ0255  ___________________________________________________________________
 LZ0255  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 LZ0255  DYNAMIC HT  -         142.614 (meters)     467.89  (feet)  COMP
 LZ0255  MODELED GRAV-     980,188.6   (mgal)                       NAVD 88
 LZ0255
 LZ0255  VERT ORDER  -  FIRST     CLASS II
 LZ0255
 LZ0255.The horizontal coordinates were scaled from a topographic map and have
 LZ0255.an estimated accuracy of +/- 6 seconds.
 LZ0255
 LZ0255.The orthometric height was determined by differential leveling
 LZ0255.and adjusted by the National Geodetic Survey in June 1991..
 LZ0255
 LZ0255.The geoid height was determined by GEOID03.
 LZ0255
 LZ0255.The dynamic height is computed by dividing the NAVD 88
 LZ0255.geopotential number by the normal gravity value computed on the
 LZ0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0255.degrees latitude (g = 980.6199 gals.).
 LZ0255
 LZ0255.The modeled gravity was interpolated from observed gravity values.
 LZ0255
 LZ0255;                    North         East    Units  Estimated Accuracy
 LZ0255;SPC PA N     -    93,580.      675,270.      MT  (+/- 180 meters Scaled)
 LZ0255
 LZ0255                          SUPERSEDED SURVEY CONTROL
 LZ0255
 LZ0255  NGVD 29 (??/??/92)  142.902  (m)          468.84   (f) ADJ UNCH    1 2
 LZ0255
 LZ0255.Superseded values are not recommended for survey control.
 LZ0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0255.See file dsdata.txt to determine how the superseded data were derived.
 LZ0255
 LZ0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL439410(NAD 83)
 LZ0255_MARKER: Q = CHISELED SQUARE
 LZ0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0255_SP_SET: STONE POST
 LZ0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0255+STABILITY: SURFACE MOTION
 LZ0255
 LZ0255  HISTORY     - Date     Condition        Report By
 LZ0255  HISTORY     - UNK      MONUMENTED       PRR
 LZ0255  HISTORY     - 1934     GOOD             NGS
 LZ0255
 LZ0255                          STATION DESCRIPTION
 LZ0255
 LZ0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0255'1 MI S FROM MILTON.
 LZ0255'ABOUT 1.0 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LZ0255'STATION AT MILTON, NORTHCUMBERLAND COUNTY, 2.2 FEET EAST OF
 LZ0255'MILEPOST 276, 79 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 LZ0255'SHED AT THE SIDE OF A LARGE CORRUGATED-IRON BUILDING EAST OF THE
 LZ0255'TRACK, 19.6 FEET EAST OF THE EAST RAIL OF THE NORTH-BOUND TRACK
 LZ0255'AND THE FROG POINT AT THE INTERSECTION OF THE NORTH-BOUND TRACK
 LZ0255'AND A SIDETRACK TO THE SOUTHEAST, AND ABOUT 1.6 FEET LOWER THAN
 LZ0255'THE TOP OF THE RAIL.  AN OUTLINED SQUARE ON THE TOP OF A STONE
 LZ0255'POST ABOUT FLUSH WITH THE GROUND, MARKED BM 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0440 ***********************************************************************
 KX0440  DESIGNATION -  16
 KX0440  PID         -  KX0440
 KX0440  STATE/COUNTY-  PA/CAMBRIA
 KX0440  USGS QUAD   -  NANTY GLO (1984)
 KX0440
 KX0440                         *CURRENT SURVEY CONTROL
 KX0440  ___________________________________________________________________
 KX0440* NAD 83(1986)-  40 22 33.     (N)    078 45 21.     (W)     SCALED    
 KX0440* NAVD 88     -       476.175  (meters)    1562.25   (feet)  ADJUSTED  
 KX0440  ___________________________________________________________________
 KX0440  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KX0440  DYNAMIC HT  -         475.911 (meters)    1561.38  (feet)  COMP
 KX0440  MODELED GRAV-     980,055.8   (mgal)                       NAVD 88
 KX0440
 KX0440  VERT ORDER  -  FIRST     CLASS I
 KX0440
 KX0440.The horizontal coordinates were scaled from a topographic map and have
 KX0440.an estimated accuracy of +/- 6 seconds.
 KX0440
 KX0440.The orthometric height was determined by differential leveling
 KX0440.and adjusted by the National Geodetic Survey in June 1991..
 KX0440
 KX0440.The geoid height was determined by GEOID03.
 KX0440
 KX0440.The dynamic height is computed by dividing the NAVD 88
 KX0440.geopotential number by the normal gravity value computed on the
 KX0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0440.degrees latitude (g = 980.6199 gals.).
 KX0440
 KX0440.The modeled gravity was interpolated from observed gravity values.
 KX0440
 KX0440;                    North         East    Units  Estimated Accuracy
 KX0440;SPC PA S     -   116,240.      514,590.      MT  (+/- 180 meters Scaled)
 KX0440
 KX0440                          SUPERSEDED SURVEY CONTROL
 KX0440
 KX0440  NGVD 29 (??/??/92)  476.319  (m)         1562.72   (f) ADJ UNCH    1 1
 KX0440
 KX0440.Superseded values are not recommended for survey control.
 KX0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0440.See file dsdata.txt to determine how the superseded data were derived.
 KX0440
 KX0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE905718(NAD 83)
 KX0440_MARKER: B = BOLT
 KX0440_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0440_SP_SET: BRIDGE
 KX0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0440
 KX0440  HISTORY     - Date     Condition        Report By
 KX0440  HISTORY     - UNK      MONUMENTED       PRR
 KX0440  HISTORY     - 1966     GOOD             NGS
 KX0440
 KX0440                          STATION DESCRIPTION
 KX0440
 KX0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0440'4.8 MI SW FROM PORTAGE.
 KX0440'ABOUT 4.8 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0440'STATE HIGHWAY 164 OVERPASS AT PORTAGE, SET ON THE TOP OF THE
 KX0440'NORTH PARAPET WALL OF A BRIDGE OVER LITTLE CONEMAUGH RIVER AND
 KX0440'OLD STATE HIGHWAY 53, 17.7 FEET NORTH OF THE NORTH RAIL OF THE
 KX0440'NORTH TRACK AND 2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0954 ***********************************************************************
 KX0954  DESIGNATION -  16
 KX0954  PID         -  KX0954
 KX0954  STATE/COUNTY-  PA/CLARION
 KX0954  USGS QUAD   -  TEMPLETON (1993)
 KX0954
 KX0954                         *CURRENT SURVEY CONTROL
 KX0954  ___________________________________________________________________
 KX0954* NAD 83(1986)-  40 59 43.     (N)    079 23 29.     (W)     SCALED    
 KX0954* NAVD 88     -       311.690  (meters)    1022.60   (feet)  ADJUSTED  
 KX0954  ___________________________________________________________________
 KX0954  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KX0954  DYNAMIC HT  -         311.539 (meters)    1022.11  (feet)  COMP
 KX0954  MODELED GRAV-     980,131.5   (mgal)                       NAVD 88
 KX0954
 KX0954  VERT ORDER  -  SECOND    CLASS 0
 KX0954
 KX0954.The horizontal coordinates were scaled from a topographic map and have
 KX0954.an estimated accuracy of +/- 6 seconds.
 KX0954
 KX0954.The orthometric height was determined by differential leveling
 KX0954.and adjusted by the National Geodetic Survey in June 1991..
 KX0954
 KX0954.The geoid height was determined by GEOID03.
 KX0954
 KX0954.The dynamic height is computed by dividing the NAVD 88
 KX0954.geopotential number by the normal gravity value computed on the
 KX0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0954.degrees latitude (g = 980.6199 gals.).
 KX0954
 KX0954.The modeled gravity was interpolated from observed gravity values.
 KX0954
 KX0954;                    North         East    Units  Estimated Accuracy
 KX0954;SPC PA N     -    93,330.      461,900.      MT  (+/- 180 meters Scaled)
 KX0954
 KX0954                          SUPERSEDED SURVEY CONTROL
 KX0954
 KX0954  NGVD 29 (??/??/92)  311.858  (m)         1023.15   (f) ADJ UNCH    2 0
 KX0954
 KX0954.Superseded values are not recommended for survey control.
 KX0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0954.See file dsdata.txt to determine how the superseded data were derived.
 KX0954
 KX0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF352394(NAD 83)
 KX0954_MARKER: Z = SEE DESCRIPTION
 KX0954_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0954_SP_SET: WALL
 KX0954_STAMPING: 1023.595
 KX0954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0954
 KX0954  HISTORY     - Date     Condition        Report By
 KX0954  HISTORY     - UNK      MONUMENTED       PRR
 KX0954  HISTORY     - 1935     GOOD             NGS
 KX0954
 KX0954                          STATION DESCRIPTION
 KX0954
 KX0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0954'AT ST CHARLES.
 KX0954'AT ST. CHARLES, CLARION COUNTY, ABOUT 0.1 MILE EAST OF THE
 KX0954'PENNSYLVANIA RAILROAD STATION, AT 70-FOOT SPAN GIRDER BRIDGE 14.90,
 KX0954'IN THE TOP OF THE SOUTHWEST CORNER OF THE NORTHEAST MASONRY WING
 KX0954'WALL, 21 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT
 KX0954'LEVEL WITH THE TOP OF THE RAIL.  A COPPER BOLT, MARKED B.M. 16,
 KX0954'AND STAMPED 1023.595.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1757 ***********************************************************************
 KW1757  DESIGNATION -  16 FAD PADH
 KW1757  PID         -  KW1757
 KW1757  STATE/COUNTY-  PA/JUNIATA
 KW1757  USGS QUAD   -  MIFFLINTOWN (1978)
 KW1757
 KW1757                         *CURRENT SURVEY CONTROL
 KW1757  ___________________________________________________________________
 KW1757* NAD 83(1986)-  40 34 36.     (N)    077 23 54.     (W)     SCALED    
 KW1757* NAVD 88     -       131.679  (meters)     432.02   (feet)  ADJUSTED  
 KW1757  ___________________________________________________________________
 KW1757  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KW1757  DYNAMIC HT  -         131.617 (meters)     431.81  (feet)  COMP
 KW1757  MODELED GRAV-     980,154.4   (mgal)                       NAVD 88
 KW1757
 KW1757  VERT ORDER  -  SECOND    CLASS 0
 KW1757
 KW1757.The horizontal coordinates were scaled from a topographic map and have
 KW1757.an estimated accuracy of +/- 6 seconds.
 KW1757
 KW1757.The orthometric height was determined by differential leveling
 KW1757.and adjusted by the National Geodetic Survey in June 1991..
 KW1757
 KW1757.The geoid height was determined by GEOID03.
 KW1757
 KW1757.The dynamic height is computed by dividing the NAVD 88
 KW1757.geopotential number by the normal gravity value computed on the
 KW1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1757.degrees latitude (g = 980.6199 gals.).
 KW1757
 KW1757.The modeled gravity was interpolated from observed gravity values.
 KW1757
 KW1757;                    North         East    Units  Estimated Accuracy
 KW1757;SPC PA S     -   138,110.      629,780.      MT  (+/- 180 meters Scaled)
 KW1757
 KW1757                          SUPERSEDED SURVEY CONTROL
 KW1757
 KW1757  NGVD 29 (??/??/??)  131.889  (m)          432.71   (f) ADJUSTED    2 0
 KW1757
 KW1757.Superseded values are not recommended for survey control.
 KW1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1757.See file dsdata.txt to determine how the superseded data were derived.
 KW1757
 KW1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK970945(NAD 83)
 KW1757_MARKER: DD = SURVEY DISK
 KW1757_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1757_SP_SET: BRIDGE
 KW1757_STAMPING: 16 FAD USGS 1957
 KW1757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1757
 KW1757  HISTORY     - Date     Condition        Report By
 KW1757  HISTORY     - 1957     MONUMENTED       PADH
 KW1757  HISTORY     - 1966     GOOD             CGS
 KW1757
 KW1757                          STATION DESCRIPTION
 KW1757
 KW1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1757'0.5 MI W FROM MIFFLINTOWN.
 KW1757'0.5 MILE WEST ALONG U.S. HIGHWAY 22 AND 322 FROM THE POST OFFICE
 KW1757'IN MIFFLINTOWN, SET IN THE TOP OF THE NORTHEAST WINGWALL OF A 10
 KW1757'FOOT BRIDGE, 21 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 19 FEET
 KW1757'EAST OF POLE NO 427, AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE
 KW1757'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1024 ***********************************************************************
 KV1024  DESIGNATION -  16 PRR
 KV1024  PID         -  KV1024
 KV1024  STATE/COUNTY-  PA/BUCKS
 KV1024  USGS QUAD   -  LANGHORNE (1993)
 KV1024
 KV1024                         *CURRENT SURVEY CONTROL
 KV1024  ___________________________________________________________________
 KV1024* NAD 83(1986)-  40 11 07.     (N)    074 55 18.     (W)     SCALED    
 KV1024* NAVD 88     -        37.904  (meters)     124.36   (feet)  ADJUSTED  
 KV1024  ___________________________________________________________________
 KV1024  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KV1024  DYNAMIC HT  -          37.886 (meters)     124.30  (feet)  COMP
 KV1024  MODELED GRAV-     980,164.2   (mgal)                       NAVD 88
 KV1024
 KV1024  VERT ORDER  -  SECOND    CLASS 0
 KV1024
 KV1024.The horizontal coordinates were scaled from a topographic map and have
 KV1024.an estimated accuracy of +/- 6 seconds.
 KV1024
 KV1024.The orthometric height was determined by differential leveling
 KV1024.and adjusted by the National Geodetic Survey in June 1991..
 KV1024
 KV1024.The geoid height was determined by GEOID03.
 KV1024
 KV1024.The dynamic height is computed by dividing the NAVD 88
 KV1024.geopotential number by the normal gravity value computed on the
 KV1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1024.degrees latitude (g = 980.6199 gals.).
 KV1024
 KV1024.The modeled gravity was interpolated from observed gravity values.
 KV1024
 KV1024;                    North         East    Units  Estimated Accuracy
 KV1024;SPC PA S     -    98,450.      840,820.      MT  (+/- 180 meters Scaled)
 KV1024
 KV1024                          SUPERSEDED SURVEY CONTROL
 KV1024
 KV1024  NGVD 29 (??/??/??)   38.225  (m)          125.41   (f) ADJUSTED    2 0
 KV1024
 KV1024.Superseded values are not recommended for survey control.
 KV1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1024.See file dsdata.txt to determine how the superseded data were derived.
 KV1024
 KV1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK066483(NAD 83)
 KV1024_MARKER: B = BOLT
 KV1024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1024_SP_SET: OVERPASS
 KV1024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1024
 KV1024  HISTORY     - Date     Condition        Report By
 KV1024  HISTORY     - 1935     MONUMENTED       PRR
 KV1024  HISTORY     - 1956     GOOD             CGS
 KV1024  HISTORY     - 1974     GOOD             PADT
 KV1024
 KV1024                          STATION DESCRIPTION
 KV1024
 KV1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1024'8.8 MI W FROM MORRISVILLE.
 KV1024'8.8 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KV1024'AT MORRISVILLE, AT AN OVERPASS OVER COUNTY ROAD NO. 413, ON TOP
 KV1024'OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF THE OVERPASS,
 KV1024'9.4 FEET NOTH OF THE NORTH RAIL, 2.6 FEET EAST OF THE WEST END
 KV1024'OF THE OVERPASS AND 3 FEET BELOW THE LEVEL OF THE TRACK.
 KV1024
 KV1024                          STATION RECOVERY (1974)
 KV1024
 KV1024'RECOVERY NOTE BY PA DEPT OF TRANSP 1974
 KV1024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0954 ***********************************************************************
 KW0954  DESIGNATION -  16 PRR
 KW0954  PID         -  KW0954
 KW0954  STATE/COUNTY-  PA/DAUPHIN
 KW0954  USGS QUAD   -  HALIFAX (1977)
 KW0954
 KW0954                         *CURRENT SURVEY CONTROL
 KW0954  ___________________________________________________________________
 KW0954* NAD 83(1986)-  40 28 11.     (N)    076 56 02.     (W)     SCALED    
 KW0954* NAVD 88     -       115.475  (meters)     378.85   (feet)  ADJUSTED  
 KW0954  ___________________________________________________________________
 KW0954  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KW0954  DYNAMIC HT  -         115.419 (meters)     378.67  (feet)  COMP
 KW0954  MODELED GRAV-     980,139.0   (mgal)                       NAVD 88
 KW0954
 KW0954  VERT ORDER  -  FIRST     CLASS II
 KW0954
 KW0954.The horizontal coordinates were scaled from a topographic map and have
 KW0954.an estimated accuracy of +/- 6 seconds.
 KW0954
 KW0954.The orthometric height was determined by differential leveling
 KW0954.and adjusted by the National Geodetic Survey in June 1991..
 KW0954
 KW0954.The geoid height was determined by GEOID03.
 KW0954
 KW0954.The dynamic height is computed by dividing the NAVD 88
 KW0954.geopotential number by the normal gravity value computed on the
 KW0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0954.degrees latitude (g = 980.6199 gals.).
 KW0954
 KW0954.The modeled gravity was interpolated from observed gravity values.
 KW0954
 KW0954;                    North         East    Units  Estimated Accuracy
 KW0954;SPC PA S     -   126,500.      669,210.      MT  (+/- 180 meters Scaled)
 KW0954
 KW0954                          SUPERSEDED SURVEY CONTROL
 KW0954
 KW0954  NGVD 29 (??/??/??)  115.698  (m)          379.59   (f) ADJUSTED    1 2
 KW0954
 KW0954.Superseded values are not recommended for survey control.
 KW0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0954.See file dsdata.txt to determine how the superseded data were derived.
 KW0954
 KW0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK360816(NAD 83)
 KW0954_MARKER: Q = CHISELED SQUARE
 KW0954_SETTING: 80 = SET IN A BOULDER
 KW0954_SP_SET: BOULDER
 KW0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0954+STABILITY: SURFACE MOTION
 KW0954
 KW0954  HISTORY     - Date     Condition        Report By
 KW0954  HISTORY     - UNK      MONUMENTED       PRR
 KW0954  HISTORY     - 1942     GOOD             CGS
 KW0954  HISTORY     - 20050709 MARK NOT FOUND   GEOCAC
 KW0954
 KW0954                          STATION DESCRIPTION
 KW0954
 KW0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0954'AT HALIFAX.
 KW0954'AT HALIFAX, DAUPHIN COUNTY, 407 FEET SOUTH OF THE SOUTH END OF
 KW0954'THE PENNSYLVANIA RAILROAD STATION, 57 FEET NORTH OF THE CENTER
 KW0954'LINE OF THE SECOND CROSS STREET SOUTH OF THE STATION, 6.7 FEET
 KW0954'EAST OF THE EAST RAIL, ON A SHELF ON THE SIDE OF A LARGE BOULDER,
 KW0954'AND ABOUT LEVEL WITH THE TOP OF THE RAIL.  AN OUTLINED SQUARE,
 KW0954'MARKED BM 16.
 KW0954
 KW0954                          STATION RECOVERY (2005)
 KW0954
 KW0954'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0954'NO BOULDER LOCATED AT THIS DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0165 ***********************************************************************
 ND0165  DESIGNATION -  16 USE
 ND0165  PID         -  ND0165
 ND0165  STATE/COUNTY-  PA/ERIE
 ND0165  USGS QUAD   -  ERIE NORTH (1996)
 ND0165
 ND0165                         *CURRENT SURVEY CONTROL
 ND0165  ___________________________________________________________________
 ND0165* NAD 83(1992)-  42 09 06.54181(N)    080 04 52.13059(W)     ADJUSTED  
 ND0165* NAVD 88     -       175.146  (meters)     574.62   (feet)  ADJUSTED  
 ND0165  ___________________________________________________________________
 ND0165  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 ND0165  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 ND0165  DYNAMIC HT  -         175.084 (meters)     574.42  (feet)  COMP
 ND0165  MODELED GRAV-     980,268.4   (mgal)                       NAVD 88
 ND0165
 ND0165  HORZ ORDER  -  THIRD
 ND0165  VERT ORDER  -  FIRST     CLASS II
 ND0165
 ND0165.The horizontal coordinates were established by classical geodetic methods
 ND0165.and adjusted by the National Geodetic Survey in June 2002..
 ND0165.No horizontal observational check was made to the station.
 ND0165
 ND0165.The orthometric height was determined by differential leveling
 ND0165.and adjusted by the National Geodetic Survey in June 1991..
 ND0165
 ND0165.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0165
 ND0165.The geoid height was determined by GEOID03.
 ND0165
 ND0165.The dynamic height is computed by dividing the NAVD 88
 ND0165.geopotential number by the normal gravity value computed on the
 ND0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0165.degrees latitude (g = 980.6199 gals.).
 ND0165
 ND0165.The modeled gravity was interpolated from observed gravity values.
 ND0165
 ND0165;                    North         East     Units Scale Factor Converg.
 ND0165;SPC PA N     -   223,061.473   407,338.175   MT  1.00003900   -1 32 31.7
 ND0165;SPC PA N     -   731,827.52  1,336,408.66   sFT  1.00003900   -1 32 31.7
 ND0165;UTM  17      - 4,667,041.074   575,916.369   MT  0.99967091   +0 37 00.0
 ND0165
 ND0165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ND0165!SPC PA N     -   0.99997801  x   1.00003900  =   1.00001701
 ND0165!UTM  17      -   0.99997801  x   0.99967091  =   0.99964893
 ND0165
 ND0165                          SUPERSEDED SURVEY CONTROL
 ND0165
 ND0165  NAD 83(1996)-  42 09 06.54363(N)    080 04 52.13069(W) AD(       ) 3
 ND0165  NAD 83(1995)-  42 09 06.54339(N)    080 04 52.12843(W) AD(       ) 3
 ND0165  NAD 83(1986)-  42 09 06.54420(N)    080 04 52.12886(W) AD(       ) 3
 ND0165  NAD 27      -  42 09 06.31014(N)    080 04 52.87217(W) AD(       ) 3
 ND0165  NGVD 29 (06/03/92)  175.324  (m)          575.21   (f) ADJUSTED    1 2
 ND0165
 ND0165.Superseded values are not recommended for survey control.
 ND0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0165.See file dsdata.txt to determine how the superseded data were derived.
 ND0165
 ND0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7591667041(NAD 83)
 ND0165_MARKER: DD = SURVEY DISK
 ND0165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ND0165_SP_SET: CONCRETE PIER
 ND0165_STAMPING: NO 16
 ND0165_MARK LOGO: USE   
 ND0165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0165
 ND0165  HISTORY     - Date     Condition        Report By
 ND0165  HISTORY     - UNK      MONUMENTED       USE
 ND0165  HISTORY     - 1975     GOOD             USLS
 ND0165  HISTORY     - 1983     GOOD             NGS
 ND0165  HISTORY     - 19960921 GOOD             USPSQD
 ND0165
 ND0165                          STATION DESCRIPTION
 ND0165
 ND0165'DESCRIBED BY US LAKE SURVEY 1975
 ND0165'NO PREVIOUS DESCRIPTION.  THE STATION IS ON THE WESTERN
 ND0165'EXTREMITY OF THE NORTH PIER AT THE ENTRANCE TO ERIE HARBOR.  THE
 ND0165'MARK IS A STANDARD BRONZE DISK ABOUT 7 METERS EAST OF THE INNER
 ND0165'CHANNEL FRONT RANGE LIGHT, 6.173 METERS EAST OF ERIE HARBOR
 ND0165'RM 1, 3.80 METERS SOUTH OF THE NORTHERN EDGE OF THE PIER, 1.30
 ND0165'METERS NORTH OF THE SOUTHERN EDGE, AND 8.4 METERS EAST OF THE
 ND0165'WESTERN EDGE.
 ND0165'
 ND0165'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 ND0165'ERIE, PA.
 ND0165
 ND0165                          STATION RECOVERY (1983)
 ND0165
 ND0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ND0165'IN PRESQUE ISLE.
 ND0165'ON PRESQUE ISLE, AT THE U.S. COAST GUARD STATION, IN TOP OF A CONCRETE
 ND0165'MOORING PIER, 8.48 METERS (27.8 FT) NORTHEAST OF THE SOUTHWEST END OF
 ND0165'THE MOORING PIER, 4.33 METERS (14.2 FT) NORTH-NORTHEAST OF THE SOUTH
 ND0165'LEG OF A RANGE LIGHT TOWER, 1.34 METERS (4.4 FT) NORTHWEST OF THE
 ND0165'SOUTHEAST EDGE OF THE PIER.
 ND0165'THE MARK IS ABOVE LEVEL WITH TOP OF PIER.
 ND0165
 ND0165                          STATION RECOVERY (1996)
 ND0165
 ND0165'RECOVERY NOTE BY US POWER SQUADRON 1996
 ND0165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1432 ***********************************************************************
 LZ1432  DESIGNATION -  1618
 LZ1432  PID         -  LZ1432
 LZ1432  STATE/COUNTY-  PA/POTTER
 LZ1432  USGS QUAD   -  HARRISON VALLEY (1969)
 LZ1432
 LZ1432                         *CURRENT SURVEY CONTROL
 LZ1432  ___________________________________________________________________
 LZ1432* NAD 83(1986)-  41 56 30.     (N)    077 38 58.     (W)     SCALED    
 LZ1432* NAVD 88     -       493.998  (meters)    1620.73   (feet)  ADJUSTED  
 LZ1432  ___________________________________________________________________
 LZ1432  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 LZ1432  DYNAMIC HT  -         493.799 (meters)    1620.07  (feet)  COMP
 LZ1432  MODELED GRAV-     980,204.3   (mgal)                       NAVD 88
 LZ1432
 LZ1432  VERT ORDER  -  SECOND    CLASS 0
 LZ1432
 LZ1432.The horizontal coordinates were scaled from a topographic map and have
 LZ1432.an estimated accuracy of +/- 6 seconds.
 LZ1432
 LZ1432.The orthometric height was determined by differential leveling
 LZ1432.and adjusted by the National Geodetic Survey in June 1991..
 LZ1432
 LZ1432.The geoid height was determined by GEOID03.
 LZ1432
 LZ1432.The dynamic height is computed by dividing the NAVD 88
 LZ1432.geopotential number by the normal gravity value computed on the
 LZ1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1432.degrees latitude (g = 980.6199 gals.).
 LZ1432
 LZ1432.The modeled gravity was interpolated from observed gravity values.
 LZ1432
 LZ1432;                    North         East    Units  Estimated Accuracy
 LZ1432;SPC PA N     -   197,130.      608,340.      MT  (+/- 180 meters Scaled)
 LZ1432
 LZ1432                          SUPERSEDED SURVEY CONTROL
 LZ1432
 LZ1432  NGVD 29 (??/??/92)  494.131  (m)         1621.16   (f) ADJ UNCH    2 0
 LZ1432
 LZ1432.Superseded values are not recommended for survey control.
 LZ1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1432.See file dsdata.txt to determine how the superseded data were derived.
 LZ1432
 LZ1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM803466(NAD 83)
 LZ1432_MARKER: DD = SURVEY DISK
 LZ1432_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1432_SP_SET: BUILDING FOUNDATION
 LZ1432_STAMPING: 1618
 LZ1432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1432
 LZ1432  HISTORY     - Date     Condition        Report By
 LZ1432  HISTORY     - UNK      MONUMENTED       USGS
 LZ1432  HISTORY     - 1934     GOOD             NGS
 LZ1432
 LZ1432                          STATION DESCRIPTION
 LZ1432
 LZ1432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1432'AT HARRISON VALLEY.
 LZ1432'AT HARRISON VALLEY, POTTER COUNTY, ON STATE HIGHWAY 49, AT THE
 LZ1432'C.E. AND D.J. STONE BUILDING, AT THE SOUTHWEST CORNER, IN THE
 LZ1432'SOUTH FACE OF THE SOUTHWEST FOUNDATION STONE, 22 FEET NORTH OF
 LZ1432'THE CENTER LINE OF THE FINISHED HIGHWAY GRADE, AND 1 FOOT HIGHER
 LZ1432'THAN THE CENTER LINE OF THE FINISHED HIGHWAY GRADE.  A UNITED
 LZ1432'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1618 AND SET
 LZ1432'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2422 ***********************************************************************
 KX2422  DESIGNATION -  1618
 KX2422  PID         -  KX2422
 KX2422  STATE/COUNTY-  PA/ALLEGHENY
 KX2422  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX2422
 KX2422                         *CURRENT SURVEY CONTROL
 KX2422  ___________________________________________________________________
 KX2422* NAD 83(1986)-  40 23 41.     (N)    079 55 41.     (W)     SCALED    
 KX2422* NAVD 88     -       238.373  (meters)     782.06   (feet)  ADJUSTED  
 KX2422  ___________________________________________________________________
 KX2422  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 KX2422  DYNAMIC HT  -         238.250 (meters)     781.66  (feet)  COMP
 KX2422  MODELED GRAV-     980,101.7   (mgal)                       NAVD 88
 KX2422
 KX2422  VERT ORDER  -  SECOND    CLASS I
 KX2422
 KX2422.The horizontal coordinates were scaled from a topographic map and have
 KX2422.an estimated accuracy of +/- 6 seconds.
 KX2422
 KX2422.The orthometric height was determined by differential leveling
 KX2422.and adjusted by the National Geodetic Survey in September 1994..
 KX2422
 KX2422.The geoid height was determined by GEOID03.
 KX2422
 KX2422.The dynamic height is computed by dividing the NAVD 88
 KX2422.geopotential number by the normal gravity value computed on the
 KX2422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX2422.degrees latitude (g = 980.6199 gals.).
 KX2422
 KX2422.The modeled gravity was interpolated from observed gravity values.
 KX2422
 KX2422;                    North         East    Units  Estimated Accuracy
 KX2422;SPC PA S     -   120,130.      415,110.      MT  (+/- 180 meters Scaled)
 KX2422
 KX2422                          SUPERSEDED SURVEY CONTROL
 KX2422
 KX2422.No superseded survey control is available for this station.
 KX2422
 KX2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE909721(NAD 83)
 KX2422_MARKER: DB = BENCH MARK DISK
 KX2422_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KX2422_SP_SET: TOP OF WALL
 KX2422_STAMPING: 1618
 KX2422_MARK LOGO: PA6600
 KX2422_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KX2422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX2422+STABILITY: SURFACE MOTION
 KX2422
 KX2422  HISTORY     - Date     Condition        Report By
 KX2422  HISTORY     - 1933     MONUMENTED       PA6600
 KX2422  HISTORY     - 19890726 GOOD             HARTMN
 KX2422
 KX2422                          STATION DESCRIPTION
 KX2422
 KX2422'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 KX2422'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 6.1, AT PITTSBURGH,
 KX2422'IN THE HAYS SECTION (31ST WARD), APPROXIMATELY 225 FT (68.6 MT)
 KX2422'SOUTHWEST OF THE WYE INTERSECTION OF 7TH AVENUE AND 8TH AVENUE.  A
 KX2422'CITY OF PITTSBURGH, DEPARTMENT OF CITY PLANNING BENCHMARK DISK SET ON
 KX2422'TOP OF A CONCRETE RETAINING WALL RUNNING ALONG THE SOUTHERLY SIDE OF
 KX2422'8TH AVENUE, AT AN ANGLE AND OFFSET IN THE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0018 ***********************************************************************
 MA0018  DESIGNATION -  1638.3
 MA0018  PID         -  MA0018
 MA0018  STATE/COUNTY-  PA/MCKEAN
 MA0018  USGS QUAD   -  KEATING SUMMIT (1983)
 MA0018
 MA0018                         *CURRENT SURVEY CONTROL
 MA0018  ___________________________________________________________________
 MA0018* NAD 83(1986)-  41 42 36.     (N)    078 13 11.     (W)     SCALED    
 MA0018* NAVD 88     -       499.173  (meters)    1637.70   (feet)  ADJUSTED  
 MA0018  ___________________________________________________________________
 MA0018  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 MA0018  DYNAMIC HT  -         498.964 (meters)    1637.02  (feet)  COMP
 MA0018  MODELED GRAV-     980,189.0   (mgal)                       NAVD 88
 MA0018
 MA0018  VERT ORDER  -  SECOND    CLASS 0
 MA0018
 MA0018.The horizontal coordinates were scaled from a topographic map and have
 MA0018.an estimated accuracy of +/- 6 seconds.
 MA0018
 MA0018.The orthometric height was determined by differential leveling
 MA0018.and adjusted by the National Geodetic Survey in June 1991..
 MA0018
 MA0018.The geoid height was determined by GEOID03.
 MA0018
 MA0018.The dynamic height is computed by dividing the NAVD 88
 MA0018.geopotential number by the normal gravity value computed on the
 MA0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0018.degrees latitude (g = 980.6199 gals.).
 MA0018
 MA0018.The modeled gravity was interpolated from observed gravity values.
 MA0018
 MA0018;                    North         East    Units  Estimated Accuracy
 MA0018;SPC PA N     -   171,500.      560,910.      MT  (+/- 180 meters Scaled)
 MA0018
 MA0018                          SUPERSEDED SURVEY CONTROL
 MA0018
 MA0018  NGVD 29 (??/??/92)  499.311  (m)         1638.16   (f) ADJ UNCH    2 0
 MA0018
 MA0018.Superseded values are not recommended for survey control.
 MA0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0018.See file dsdata.txt to determine how the superseded data were derived.
 MA0018
 MA0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG313213(NAD 83)
 MA0018_MARKER: DD = SURVEY DISK
 MA0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0018_SP_SET: STONE POST
 MA0018_STAMPING: 1638.3
 MA0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0018+STABILITY: SURFACE MOTION
 MA0018
 MA0018  HISTORY     - Date     Condition        Report By
 MA0018  HISTORY     - UNK      MONUMENTED       USGS
 MA0018  HISTORY     - 1934     GOOD             NGS
 MA0018  HISTORY     - 20030709 MARK NOT FOUND   USPSQD
 MA0018
 MA0018                          STATION DESCRIPTION
 MA0018
 MA0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0018'AT LIBERTY.
 MA0018'AT LIBERTY, MC KEAN COUNTY, ABOUT 500 FEET WEST OF THE
 MA0018'PENNSYLVANIA RAILROAD STATION, AT A ROAD CROSSING, 30 FEET SOUTH
 MA0018'OF THE CENTER LINE OF THE SOUTH TRACK, 2 FEET EAST OF THE EAST
 MA0018'GATE POST, AND ON THE TOP OF A STONE POST.  THE HIGH POINT OF
 MA0018'THE STONE POST, MARKED BY THE PAINTED NUMBER 1638.3.
 MA0018
 MA0018                          STATION RECOVERY (2003)
 MA0018
 MA0018'RECOVERY NOTE BY US POWER SQUADRON 2003 (SG)
 MA0018'RAILROAD STATION WAS ABANDONED AND REMOVED AND SOUTH TRACKS HAVE BEEN
 MA0018'ABANDONED AND REMOVED.  STONE POST WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0925 ***********************************************************************
 LZ0925  DESIGNATION -  16.39
 LZ0925  PID         -  LZ0925
 LZ0925  STATE/COUNTY-  PA/LYCOMING
 LZ0925  USGS QUAD   -  TROUT RUN (1973)
 LZ0925
 LZ0925                         *CURRENT SURVEY CONTROL
 LZ0925  ___________________________________________________________________
 LZ0925* NAD 83(1986)-  41 25 34.     (N)    077 00 42.     (W)     SCALED    
 LZ0925* NAVD 88     -       221.667  (meters)     727.25   (feet)  POSTED    
 LZ0925  ___________________________________________________________________
 LZ0925  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 LZ0925  DYNAMIC HT  -         221.570 (meters)     726.93  (feet)  COMP
 LZ0925  MODELED GRAV-     980,181.8   (mgal)                       NAVD 88
 LZ0925
 LZ0925  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 LZ0925
 LZ0925.The horizontal coordinates were scaled from a topographic map and have
 LZ0925.an estimated accuracy of +/- 6 seconds.
 LZ0925
 LZ0925.The orthometric height was determined by differential leveling
 LZ0925.and adjusted by the National Geodetic Survey in 1992..
 LZ0925.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 LZ0925.rate of 4.1 thru 8.0 mm/km.
 LZ0925
 LZ0925.The geoid height was determined by GEOID03.
 LZ0925
 LZ0925.The dynamic height is computed by dividing the NAVD 88
 LZ0925.geopotential number by the normal gravity value computed on the
 LZ0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0925.degrees latitude (g = 980.6199 gals.).
 LZ0925
 LZ0925.The modeled gravity was interpolated from observed gravity values.
 LZ0925
 LZ0925;                    North         East    Units  Estimated Accuracy
 LZ0925;SPC PA N     -   140,130.      661,720.      MT  (+/- 180 meters Scaled)
 LZ0925
 LZ0925                          SUPERSEDED SURVEY CONTROL
 LZ0925
 LZ0925  NGVD 29 (??/??/92)  221.861  (m)          727.89   (f) ADJ UNCH    2 0
 LZ0925
 LZ0925.Superseded values are not recommended for survey control.
 LZ0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0925.See file dsdata.txt to determine how the superseded data were derived.
 LZ0925
 LZ0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL319880(NAD 83)
 LZ0925_MARKER: R = RIVET
 LZ0925_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0925_SP_SET: BRIDGE WALL
 LZ0925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0925
 LZ0925  HISTORY     - Date     Condition        Report By
 LZ0925  HISTORY     - UNK      MONUMENTED       PRR
 LZ0925  HISTORY     - 1935     GOOD             NGS
 LZ0925
 LZ0925                          STATION DESCRIPTION
 LZ0925
 LZ0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ0925'3.8 MI N FROM TROUT RUN.
 LZ0925'ABOUT 3.8 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM
 LZ0925'TROUT RUN, LYCOMING COUNTY, ABOUT 1,990 FEET NORTH OF MILEPOST
 LZ0925'16, AT BRIDGE 16.39, IN THE TOP OF THE EAST SIDE OF THE SOUTH
 LZ0925'BACK WALL, 6 FEET EAST OF THE CENTER LINE OF THE TRACK, AND
 LZ0925'ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A COPPER RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0449 ***********************************************************************
 MA0449  DESIGNATION -  1641
 MA0449  PID         -  MA0449
 MA0449  STATE/COUNTY-  PA/JEFFERSON
 MA0449  USGS QUAD   -  FALLS CREEK (1994)
 MA0449
 MA0449                         *CURRENT SURVEY CONTROL
 MA0449  ___________________________________________________________________
 MA0449* NAD 83(1986)-  41 14 53.     (N)    078 50 11.     (W)     SCALED    
 MA0449* NAVD 88     -       500.013  (meters)    1640.46   (feet)  ADJUSTED  
 MA0449  ___________________________________________________________________
 MA0449  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 MA0449  DYNAMIC HT  -         499.786 (meters)    1639.71  (feet)  COMP
 MA0449  MODELED GRAV-     980,152.4   (mgal)                       NAVD 88
 MA0449
 MA0449  VERT ORDER  -  SECOND    CLASS 0
 MA0449
 MA0449.The horizontal coordinates were scaled from a topographic map and have
 MA0449.an estimated accuracy of +/- 6 seconds.
 MA0449
 MA0449.The orthometric height was determined by differential leveling
 MA0449.and adjusted by the National Geodetic Survey in June 1991..
 MA0449
 MA0449.The geoid height was determined by GEOID03.
 MA0449
 MA0449.The dynamic height is computed by dividing the NAVD 88
 MA0449.geopotential number by the normal gravity value computed on the
 MA0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0449.degrees latitude (g = 980.6199 gals.).
 MA0449
 MA0449.The modeled gravity was interpolated from observed gravity values.
 MA0449
 MA0449;                    North         East    Units  Estimated Accuracy
 MA0449;SPC PA N     -   120,660.      508,950.      MT  (+/- 180 meters Scaled)
 MA0449
 MA0449                          SUPERSEDED SURVEY CONTROL
 MA0449
 MA0449  NGVD 29 (??/??/92)  500.177  (m)         1641.00   (f) ADJ UNCH    2 0
 MA0449
 MA0449.Superseded values are not recommended for survey control.
 MA0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0449.See file dsdata.txt to determine how the superseded data were derived.
 MA0449
 MA0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF812685(NAD 83)
 MA0449_MARKER: DD = SURVEY DISK
 MA0449_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0449_SP_SET: WALL
 MA0449_STAMPING: 1641
 MA0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0449
 MA0449  HISTORY     - Date     Condition        Report By
 MA0449  HISTORY     - UNK      MONUMENTED       PADH
 MA0449  HISTORY     - 1935     GOOD             NGS
 MA0449  HISTORY     - 1965     MARK NOT FOUND   USGS
 MA0449
 MA0449                          STATION DESCRIPTION
 MA0449
 MA0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA0449'2.3 MI W FROM BROCKWAY.
 MA0449'ABOUT 2.3 MILES WEST ALONG STATE HIGHWAY 28 FROM BROCKWAY,
 MA0449'JEFFERSON COUNTY, AT HIGHWAY STATION 755+82, AT A 10-FOOT SPAN
 MA0449'CONCRETE SLAB BRIDGE OVER MILL CREEK, IN THE TOP OF THE NORTHEAST
 MA0449'CONCRETE WING WALL, 35 FEET NORTHEAST OF A POLE, 15 FEET NORTH OF
 MA0449'THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 MA0449'ROADWAY.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD DISK,
 MA0449'STAMPED 1641.
 MA0449
 MA0449                          STATION RECOVERY (1965)
 MA0449
 MA0449'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MA0449'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0587 ***********************************************************************
 MA0587  DESIGNATION -  164.37
 MA0587  PID         -  MA0587
 MA0587  STATE/COUNTY-  PA/ELK
 MA0587  USGS QUAD   -  WILCOX (1983)
 MA0587
 MA0587                         *CURRENT SURVEY CONTROL
 MA0587  ___________________________________________________________________
 MA0587* NAD 83(1986)-  41 31 33.     (N)    078 38 06.     (W)     SCALED    
 MA0587* NAVD 88     -       473.824  (meters)    1554.54   (feet)  ADJUSTED  
 MA0587  ___________________________________________________________________
 MA0587  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 MA0587  DYNAMIC HT  -         473.621 (meters)    1553.87  (feet)  COMP
 MA0587  MODELED GRAV-     980,180.1   (mgal)                       NAVD 88
 MA0587
 MA0587  VERT ORDER  -  FIRST     CLASS I
 MA0587
 MA0587.The horizontal coordinates were scaled from a topographic map and have
 MA0587.an estimated accuracy of +/- 6 seconds.
 MA0587
 MA0587.The orthometric height was determined by differential leveling
 MA0587.and adjusted by the National Geodetic Survey in June 1991..
 MA0587
 MA0587.The geoid height was determined by GEOID03.
 MA0587
 MA0587.The dynamic height is computed by dividing the NAVD 88
 MA0587.geopotential number by the normal gravity value computed on the
 MA0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0587.degrees latitude (g = 980.6199 gals.).
 MA0587
 MA0587.The modeled gravity was interpolated from observed gravity values.
 MA0587
 MA0587;                    North         East    Units  Estimated Accuracy
 MA0587;SPC PA N     -   151,320.      526,140.      MT  (+/- 180 meters Scaled)
 MA0587
 MA0587                          SUPERSEDED SURVEY CONTROL
 MA0587
 MA0587  NGVD 29 (??/??/92)  473.979  (m)         1555.05   (f) ADJ UNCH    1 1
 MA0587
 MA0587.Superseded values are not recommended for survey control.
 MA0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0587.See file dsdata.txt to determine how the superseded data were derived.
 MA0587
 MA0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF973998(NAD 83)
 MA0587_MARKER: DD = SURVEY DISK
 MA0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0587+STABILITY: SURFACE MOTION
 MA0587
 MA0587  HISTORY     - Date     Condition        Report By
 MA0587  HISTORY     - UNK      MONUMENTED       BORR
 MA0587  HISTORY     - 1967     GOOD             NGS
 MA0587  HISTORY     - 20040419 MARK NOT FOUND   USPSQD
 MA0587
 MA0587                          STATION DESCRIPTION
 MA0587
 MA0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0587'3.5 MI N FROM JOHNSONBURG.
 MA0587'ABOUT 3.5 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0587'FROM THE RAILROAD OVERPASS FOR U.S. HIGHWAY 219 AT JOHNSONBURG,
 MA0587'6 POLES SOUTHWEST OF MILEPOST 164/10, 26 FEET NORTHWEST OF THE
 MA0587'NORTHWEST RAIL OF THE NORTHWEST SET OF TRACKS, 1.0 FOOT NORTHWEST
 MA0587'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 MA0587'TRACKS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 MA0587'ABOVE THE GROUND.
 MA0587
 MA0587                          STATION RECOVERY (2004)
 MA0587
 MA0587'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0587'DRAINAGE ALONG WEST SET OF TRACKS HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0323 ***********************************************************************
 KY0323  DESIGNATION -  16/49
 KY0323  PID         -  KY0323
 KY0323  STATE/COUNTY-  PA/WASHINGTON
 KY0323  USGS QUAD   -  WASHINGTON EAST (1977)
 KY0323
 KY0323                         *CURRENT SURVEY CONTROL
 KY0323  ___________________________________________________________________
 KY0323* NAD 83(1986)-  40 14 01.     (N)    080 12 45.     (W)     SCALED    
 KY0323* NAVD 88     -       297.32   (+/-2cm)     975.5    (feet)  VERTCON   
 KY0323  ___________________________________________________________________
 KY0323  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 KY0323
 KY0323  VERT ORDER  -  ? (See Below)
 KY0323
 KY0323.The horizontal coordinates were scaled from a topographic map and have
 KY0323.an estimated accuracy of +/- 6 seconds.
 KY0323
 KY0323.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY0323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY0323.The vertical order pertains to the NGVD 29 superseded value.
 KY0323
 KY0323.The geoid height was determined by GEOID03.
 KY0323
 KY0323;                    North         East    Units  Estimated Accuracy
 KY0323;SPC PA S     -   102,880.      390,470.      MT  (+/- 180 meters Scaled)
 KY0323
 KY0323                          SUPERSEDED SURVEY CONTROL
 KY0323
 KY0323  NGVD 29 (??/??/92)  297.463  (m)          975.93   (f) ADJ UNCH    ?  
 KY0323
 KY0323.Superseded values are not recommended for survey control.
 KY0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0323.See file dsdata.txt to determine how the superseded data were derived.
 KY0323
 KY0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE669539(NAD 83)
 KY0323_MARKER: Q = CHISELED SQUARE
 KY0323_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0323_SP_SET: ABUTMENT
 KY0323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0323
 KY0323  HISTORY     - Date     Condition        Report By
 KY0323  HISTORY     - UNK      MONUMENTED       PRR
 KY0323  HISTORY     - 1935     GOOD             NGS
 KY0323
 KY0323                          STATION DESCRIPTION
 KY0323
 KY0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KY0323'AT MEADOW LANDS.
 KY0323'1.6 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY0323'AT MEADOW LANDS, AT BRIDGE 16/49, AND ON THE TOP OF THE
 KY0323'ABUTMENT.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0408 ***********************************************************************
 KY0408  DESIGNATION -  1651
 KY0408  PID         -  KY0408
 KY0408  STATE/COUNTY-  PA/ALLEGHENY
 KY0408  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0408
 KY0408                         *CURRENT SURVEY CONTROL
 KY0408  ___________________________________________________________________
 KY0408* NAD 83(1986)-  40 26 48.     (N)    080 01 54.     (W)     SCALED    
 KY0408* NAVD 88     -       224.240  (meters)     735.69   (feet)  ADJUSTED  
 KY0408  ___________________________________________________________________
 KY0408  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KY0408  DYNAMIC HT  -         224.125 (meters)     735.32  (feet)  COMP
 KY0408  MODELED GRAV-     980,103.9   (mgal)                       NAVD 88
 KY0408
 KY0408  VERT ORDER  -  FIRST     CLASS II
 KY0408
 KY0408.The horizontal coordinates were scaled from a topographic map and have
 KY0408.an estimated accuracy of +/- 6 seconds.
 KY0408
 KY0408.The orthometric height was determined by differential leveling
 KY0408.and adjusted by the National Geodetic Survey in June 1991..
 KY0408
 KY0408.The geoid height was determined by GEOID03.
 KY0408
 KY0408.The dynamic height is computed by dividing the NAVD 88
 KY0408.geopotential number by the normal gravity value computed on the
 KY0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0408.degrees latitude (g = 980.6199 gals.).
 KY0408
 KY0408.The modeled gravity was interpolated from observed gravity values.
 KY0408
 KY0408;                    North         East    Units  Estimated Accuracy
 KY0408;SPC PA S     -   126,120.      406,470.      MT  (+/- 180 meters Scaled)
 KY0408
 KY0408                          SUPERSEDED SURVEY CONTROL
 KY0408
 KY0408  NGVD 29 (??/??/92)  224.394  (m)          736.20   (f) ADJ UNCH    1 2
 KY0408
 KY0408.Superseded values are not recommended for survey control.
 KY0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0408.See file dsdata.txt to determine how the superseded data were derived.
 KY0408
 KY0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE821777(NAD 83)
 KY0408_MARKER: DD = SURVEY DISK
 KY0408_SETTING: 0 = UNSPECIFIED SETTING
 KY0408_STAMPING: 1651
 KY0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0408
 KY0408  HISTORY     - Date     Condition        Report By
 KY0408  HISTORY     - UNK      MONUMENTED       PA6600
 KY0408  HISTORY     - 1966     MARK NOT FOUND   NGS
 KY0408  HISTORY     - 20040519 MARK NOT FOUND   USPSQD
 KY0408
 KY0408                          STATION DESCRIPTION
 KY0408
 KY0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY0408'1.9 MI SE FROM MC KEES ROCKS.
 KY0408'ABOUT 1.9 MILES SOUTHEAST ALONG WEST CARSON STREET (STATE HIGHWAY
 KY0408'51) FROM THE PITTSBURGH AND LAKE ERIE RAILROAD STATION AT MC KEES
 KY0408'ROCK.
 KY0408
 KY0408                          STATION RECOVERY (2004)
 KY0408
 KY0408'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 KY0408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0410 ***********************************************************************
 KY0410  DESIGNATION -  1652
 KY0410  PID         -  KY0410
 KY0410  STATE/COUNTY-  PA/ALLEGHENY
 KY0410  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0410
 KY0410                         *CURRENT SURVEY CONTROL
 KY0410  ___________________________________________________________________
 KY0410* NAD 83(1986)-  40 26 55.     (N)    080 02 03.     (W)     SCALED    
 KY0410* NAVD 88     -       230.076  (meters)     754.84   (feet)  ADJUSTED  
 KY0410  ___________________________________________________________________
 KY0410  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KY0410  DYNAMIC HT  -         229.957 (meters)     754.45  (feet)  COMP
 KY0410  MODELED GRAV-     980,103.7   (mgal)                       NAVD 88
 KY0410
 KY0410  VERT ORDER  -  FIRST     CLASS II
 KY0410
 KY0410.The horizontal coordinates were scaled from a topographic map and have
 KY0410.an estimated accuracy of +/- 6 seconds.
 KY0410
 KY0410.The orthometric height was determined by differential leveling
 KY0410.and adjusted by the National Geodetic Survey in June 1991..
 KY0410
 KY0410.The geoid height was determined by GEOID03.
 KY0410
 KY0410.The dynamic height is computed by dividing the NAVD 88
 KY0410.geopotential number by the normal gravity value computed on the
 KY0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0410.degrees latitude (g = 980.6199 gals.).
 KY0410
 KY0410.The modeled gravity was interpolated from observed gravity values.
 KY0410
 KY0410;                    North         East    Units  Estimated Accuracy
 KY0410;SPC PA S     -   126,340.      406,260.      MT  (+/- 180 meters Scaled)
 KY0410
 KY0410                          SUPERSEDED SURVEY CONTROL
 KY0410
 KY0410  NGVD 29 (??/??/92)  230.228  (m)          755.34   (f) ADJ UNCH    1 2
 KY0410
 KY0410.Superseded values are not recommended for survey control.
 KY0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0410.See file dsdata.txt to determine how the superseded data were derived.
 KY0410
 KY0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE819779(NAD 83)
 KY0410_MARKER: DD = SURVEY DISK
 KY0410_SETTING: 0 = UNSPECIFIED SETTING
 KY0410_STAMPING: 1652
 KY0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0410
 KY0410  HISTORY     - Date     Condition        Report By
 KY0410  HISTORY     - UNK      MONUMENTED       PA6600
 KY0410  HISTORY     - 1966     MARK NOT FOUND   NGS
 KY0410  HISTORY     - 20040519 MARK NOT FOUND   USPSQD
 KY0410
 KY0410                          STATION DESCRIPTION
 KY0410
 KY0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY0410'1.7 MI SE FROM MC KEES ROCKS.
 KY0410'ABOUT 1.7 MILES SOUTHEAST ALONG WEST CARSON STREET (STATE HIGHWAY
 KY0410'51) FROM THE PITTSBURGH AND LAKE ERIE RAILROAD STATION AT MC KEES
 KY0410'ROCKS.
 KY0410
 KY0410                          STATION RECOVERY (2004)
 KY0410
 KY0410'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 KY0410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1306 ***********************************************************************
 LZ1306  DESIGNATION -  1653.9
 LZ1306  PID         -  LZ1306
 LZ1306  STATE/COUNTY-  PA/CENTRE
 LZ1306  USGS QUAD   -  SNOW SHOE (1996)
 LZ1306
 LZ1306                         *CURRENT SURVEY CONTROL
 LZ1306  ___________________________________________________________________
 LZ1306* NAD 83(1986)-  41 01 48.     (N)    077 57 23.     (W)     SCALED    
 LZ1306* NAVD 88     -       504.332  (meters)    1654.63   (feet)  ADJUSTED  
 LZ1306  ___________________________________________________________________
 LZ1306  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 LZ1306  DYNAMIC HT  -         504.079 (meters)    1653.80  (feet)  COMP
 LZ1306  MODELED GRAV-     980,106.4   (mgal)                       NAVD 88
 LZ1306
 LZ1306  VERT ORDER  -  SECOND    CLASS 0
 LZ1306
 LZ1306.The horizontal coordinates were scaled from a topographic map and have
 LZ1306.an estimated accuracy of +/- 6 seconds.
 LZ1306
 LZ1306.The orthometric height was determined by differential leveling
 LZ1306.and adjusted by the National Geodetic Survey in June 1991..
 LZ1306
 LZ1306.The geoid height was determined by GEOID03.
 LZ1306
 LZ1306.The dynamic height is computed by dividing the NAVD 88
 LZ1306.geopotential number by the normal gravity value computed on the
 LZ1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1306.degrees latitude (g = 980.6199 gals.).
 LZ1306
 LZ1306.The modeled gravity was interpolated from observed gravity values.
 LZ1306
 LZ1306;                    North         East    Units  Estimated Accuracy
 LZ1306;SPC PA N     -    95,900.      582,640.      MT  (+/- 180 meters Scaled)
 LZ1306
 LZ1306                          SUPERSEDED SURVEY CONTROL
 LZ1306
 LZ1306  NGVD 29 (??/??/92)  504.49   (m)         1655.1    (f) COMPUTED    2 0
 LZ1306
 LZ1306.Superseded values are not recommended for survey control.
 LZ1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1306.See file dsdata.txt to determine how the superseded data were derived.
 LZ1306
 LZ1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL514462(NAD 83)
 LZ1306_MARKER: Q = CHISELED SQUARE
 LZ1306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1306_SP_SET: CULVERT
 LZ1306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1306
 LZ1306  HISTORY     - Date     Condition        Report By
 LZ1306  HISTORY     - UNK      MONUMENTED       USGS
 LZ1306  HISTORY     - 1959     MARK NOT FOUND   NGS
 LZ1306
 LZ1306                          STATION DESCRIPTION
 LZ1306
 LZ1306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LZ1306'2.9 MI E FROM MOSHANNON.
 LZ1306'2.9 MILES EAST ALONG STATE HIGHWAY 53 FROM MOSHANNON, CENTRE
 LZ1306'COUNTY, 0.4 MILE WEST OF SNOW SHOE, 90 FEET EAST OF STATION
 LZ1306'290+00, AT A 6-FOOT CONCRETE CULVERT 11/88, ON THE TOP OF THE
 LZ1306'SOUTH HEADWALL, 18 FEET SOUTH OF THE CENTERLINE OF THE FINISHED
 LZ1306'GRADE, AND 6 INCHES HIGHER THAN THE CENTERLINE OF THE FINISHED
 LZ1306'GRADE.  A CHISELED SQUARE, MARKED 1653.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0064 ***********************************************************************
 JV0064  DESIGNATION -  166 USGS
 JV0064  PID         -  JV0064
 JV0064  STATE/COUNTY-  PA/LANCASTER
 JV0064  USGS QUAD   -  HOLTWOOD (1990)
 JV0064
 JV0064                         *CURRENT SURVEY CONTROL
 JV0064  ___________________________________________________________________
 JV0064* NAD 83(1986)-  39 48 41.     (N)    076 18 18.     (W)     SCALED    
 JV0064* NAVD 88     -        50.421  (meters)     165.42   (feet)  ADJUSTED  
 JV0064  ___________________________________________________________________
 JV0064  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JV0064  DYNAMIC HT  -          50.396 (meters)     165.34  (feet)  COMP
 JV0064  MODELED GRAV-     980,121.3   (mgal)                       NAVD 88
 JV0064
 JV0064  VERT ORDER  -  FIRST     CLASS II
 JV0064
 JV0064.The horizontal coordinates were scaled from a topographic map and have
 JV0064.an estimated accuracy of +/- 6 seconds.
 JV0064
 JV0064.The orthometric height was determined by differential leveling
 JV0064.and adjusted by the National Geodetic Survey in June 1991..
 JV0064
 JV0064.The geoid height was determined by GEOID03.
 JV0064
 JV0064.The dynamic height is computed by dividing the NAVD 88
 JV0064.geopotential number by the normal gravity value computed on the
 JV0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0064.degrees latitude (g = 980.6199 gals.).
 JV0064
 JV0064.The modeled gravity was interpolated from observed gravity values.
 JV0064
 JV0064;                    North         East    Units  Estimated Accuracy
 JV0064;SPC PA S     -    54,090.      723,730.      MT  (+/- 180 meters Scaled)
 JV0064
 JV0064                          SUPERSEDED SURVEY CONTROL
 JV0064
 JV0064  NGVD 29 (??/??/??)   50.675  (m)          166.26   (f) ADJUSTED    1 2
 JV0064
 JV0064.Superseded values are not recommended for survey control.
 JV0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0064.See file dsdata.txt to determine how the superseded data were derived.
 JV0064
 JV0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK882076(NAD 83)
 JV0064_MARKER: DD = SURVEY DISK
 JV0064_SETTING: 66 = SET IN ROCK OUTCROP
 JV0064_SP_SET: ROCK CUT
 JV0064_STAMPING: 166
 JV0064_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV0064+STABILITY: POSITION/ELEVATION WELL
 JV0064
 JV0064  HISTORY     - Date     Condition        Report By
 JV0064  HISTORY     - UNK      MONUMENTED       USGS
 JV0064  HISTORY     - 1955     GOOD             CGS
 JV0064
 JV0064                          STATION DESCRIPTION
 JV0064
 JV0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JV0064'1.8 MI SE FROM HOLTWOOD.
 JV0064'ABOUT 1.85 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 JV0064'THE CROSSING OF POWER PLANT ROAD AT HOLTWOOD, ABOUT 144 YARDS
 JV0064'NORTHWEST OF MILE POST 23, ABOUT 220 YARDS NORTHWEST OF LOW
 JV0064'STONE BRIDGE OVER MUD RUN, 17 FEET NORTHEAST OF NORTHEAST RAIL
 JV0064'OF NORTHEAST TRACK, 12 1/2 FEET EAST OF POST NO. 23 WITH FALLEN
 JV0064'ROCK WARNING DEVICE, AT THE SOUTHEAST END OF WARNING FENCE FOR
 JV0064'FALLEN ROCK, SET VERTICALLY ABOUT 1/2 FOOT ABOVE GROUND IN THE
 JV0064'SOUTHWEST FACE OF A 9-FOOT HIGH ROCK CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JX0023 ***********************************************************************
 JX0023  DESIGNATION -  166+66
 JX0023  PID         -  JX0023
 JX0023  STATE/COUNTY-  PA/GREENE
 JX0023  USGS QUAD   -  WAYNESBURG (1973)
 JX0023
 JX0023                         *CURRENT SURVEY CONTROL
 JX0023  ___________________________________________________________________
 JX0023* NAD 83(1986)-  39 55 07.     (N)    080 13 51.     (W)     SCALED    
 JX0023* NAVD 88     -       290.277  (meters)     952.35   (feet)  ADJUSTED  
 JX0023  ___________________________________________________________________
 JX0023  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 JX0023  DYNAMIC HT  -         290.113 (meters)     951.81  (feet)  COMP
 JX0023  MODELED GRAV-     980,053.4   (mgal)                       NAVD 88
 JX0023
 JX0023  VERT ORDER  -  SECOND    CLASS 0
 JX0023
 JX0023.The horizontal coordinates were scaled from a topographic map and have
 JX0023.an estimated accuracy of +/- 6 seconds.
 JX0023
 JX0023.The orthometric height was determined by differential leveling
 JX0023.and adjusted by the National Geodetic Survey in June 1991..
 JX0023
 JX0023.The geoid height was determined by GEOID03.
 JX0023
 JX0023.The dynamic height is computed by dividing the NAVD 88
 JX0023.geopotential number by the normal gravity value computed on the
 JX0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0023.degrees latitude (g = 980.6199 gals.).
 JX0023
 JX0023.The modeled gravity was interpolated from observed gravity values.
 JX0023
 JX0023;                    North         East    Units  Estimated Accuracy
 JX0023;SPC PA S     -    67,970.      387,930.      MT  (+/- 180 meters Scaled)
 JX0023
 JX0023                          SUPERSEDED SURVEY CONTROL
 JX0023
 JX0023  NGVD 29 (??/??/92)  290.416  (m)          952.81   (f) ADJ UNCH    2 0
 JX0023
 JX0023.Superseded values are not recommended for survey control.
 JX0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0023.See file dsdata.txt to determine how the superseded data were derived.
 JX0023
 JX0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE657190(NAD 83)
 JX0023_MARKER: DD = SURVEY DISK
 JX0023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0023_SP_SET: BRIDGE
 JX0023_STAMPING: USGS 20 WJJ 1962
 JX0023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0023
 JX0023  HISTORY     - Date     Condition        Report By
 JX0023  HISTORY     - UNK      MONUMENTED       PADH
 JX0023  HISTORY     - 1936     GOOD             NGS
 JX0023  HISTORY     - 1962     GOOD             USGS
 JX0023
 JX0023                          STATION DESCRIPTION
 JX0023
 JX0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 JX0023'0.6 MI NE FROM REES MILL.
 JX0023'0.6 MILE NORTHEAST ALONG THE WAYNESBURG AND WASHINGTON RAILROAD
 JX0023'FROM THE STATION AT REES MILL, GREENE COUNTY, 1.1 MILES SOUTHWEST
 JX0023'OF THE POST OFFICE AT SYCAMORE, AT A CONCRETE BRIDGE ON STATE
 JX0023'HIGHWAY 18 OVER A CREEK, IN THE TOP OF THE NORTHWEST WING WALL,
 JX0023'12 FEET EAST OF THE EAST RAIL, 12 FEET WEST OF THE CENTERLINE
 JX0023'OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A PENNSYLVANIA
 JX0023'DEPARTMENT OF HIGHWAYS STANDARD DISK.
 JX0023
 JX0023                          STATION RECOVERY (1962)
 JX0023
 JX0023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 JX0023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0521 ***********************************************************************
 KX0521  DESIGNATION -  1667
 KX0521  PID         -  KX0521
 KX0521  STATE/COUNTY-  PA/SOMERSET
 KX0521  USGS QUAD   -  HOOVERSVILLE (1994)
 KX0521
 KX0521                         *CURRENT SURVEY CONTROL
 KX0521  ___________________________________________________________________
 KX0521* NAD 83(1986)-  40 09 04.     (N)    078 55 03.     (W)     SCALED    
 KX0521* NAVD 88     -       507.928  (meters)    1666.43   (feet)  ADJUSTED  
 KX0521  ___________________________________________________________________
 KX0521  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KX0521  DYNAMIC HT  -         507.628 (meters)    1665.44  (feet)  COMP
 KX0521  MODELED GRAV-     980,019.8   (mgal)                       NAVD 88
 KX0521
 KX0521  VERT ORDER  -  SECOND    CLASS 0
 KX0521
 KX0521.The horizontal coordinates were scaled from a topographic map and have
 KX0521.an estimated accuracy of +/- 6 seconds.
 KX0521
 KX0521.The orthometric height was determined by differential leveling
 KX0521.and adjusted by the National Geodetic Survey in June 1991..
 KX0521
 KX0521.The geoid height was determined by GEOID03.
 KX0521
 KX0521.The dynamic height is computed by dividing the NAVD 88
 KX0521.geopotential number by the normal gravity value computed on the
 KX0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0521.degrees latitude (g = 980.6199 gals.).
 KX0521
 KX0521.The modeled gravity was interpolated from observed gravity values.
 KX0521
 KX0521;                    North         East    Units  Estimated Accuracy
 KX0521;SPC PA S     -    91,460.      500,530.      MT  (+/- 180 meters Scaled)
 KX0521
 KX0521                          SUPERSEDED SURVEY CONTROL
 KX0521
 KX0521  NGVD 29 (??/??/92)  508.06   (m)         1666.9    (f) COMPUTED    2 0
 KX0521
 KX0521.Superseded values are not recommended for survey control.
 KX0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0521.See file dsdata.txt to determine how the superseded data were derived.
 KX0521
 KX0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE773466(NAD 83)
 KX0521_MARKER: DD = SURVEY DISK
 KX0521_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0521_SP_SET: ABUTMENT
 KX0521_STAMPING: 1667 1908
 KX0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0521
 KX0521  HISTORY     - Date     Condition        Report By
 KX0521  HISTORY     - 1908     MONUMENTED       USGS
 KX0521  HISTORY     - 1935     GOOD             NGS
 KX0521
 KX0521                          STATION DESCRIPTION
 KX0521
 KX0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0521'5 MI S FROM HOLSOPPLE.
 KX0521'ABOUT 5.0 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KX0521'THE STATION AT HOLSOPPLE, SOMERSET COUNTY, ABOUT 0.4 MILE NORTH
 KX0521'OF THE HOOVERSVILLE STATION, AT BRIDGE 230, AND IN THE TOP OF THE
 KX0521'EAST END OF THE NORTH ABUTMENT.  A UNITED STATES GEOLOGICAL
 KX0521'SURVEY STANDARD DISK, STAMPED 1667 1908.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0440 ***********************************************************************
 MA0440  DESIGNATION -  167.92
 MA0440  PID         -  MA0440
 MA0440  STATE/COUNTY-  PA/ELK
 MA0440  USGS QUAD   -  RIDGWAY (1988)
 MA0440
 MA0440                         *CURRENT SURVEY CONTROL
 MA0440  ___________________________________________________________________
 MA0440* NAD 83(1986)-  41 29 35.     (N)    078 40 43.     (W)     SCALED    
 MA0440* NAVD 88     -       446.267  (meters)    1464.13   (feet)  ADJUSTED  
 MA0440  ___________________________________________________________________
 MA0440  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 MA0440  DYNAMIC HT  -         446.075 (meters)    1463.50  (feet)  COMP
 MA0440  MODELED GRAV-     980,179.3   (mgal)                       NAVD 88
 MA0440
 MA0440  VERT ORDER  -  FIRST     CLASS I
 MA0440
 MA0440.The horizontal coordinates were scaled from a topographic map and have
 MA0440.an estimated accuracy of +/- 6 seconds.
 MA0440
 MA0440.The orthometric height was determined by differential leveling
 MA0440.and adjusted by the National Geodetic Survey in June 1991..
 MA0440
 MA0440.The geoid height was determined by GEOID03.
 MA0440
 MA0440.The dynamic height is computed by dividing the NAVD 88
 MA0440.geopotential number by the normal gravity value computed on the
 MA0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0440.degrees latitude (g = 980.6199 gals.).
 MA0440
 MA0440.The modeled gravity was interpolated from observed gravity values.
 MA0440
 MA0440;                    North         East    Units  Estimated Accuracy
 MA0440;SPC PA N     -   147,720.      522,460.      MT  (+/- 180 meters Scaled)
 MA0440
 MA0440                          SUPERSEDED SURVEY CONTROL
 MA0440
 MA0440  NGVD 29 (??/??/92)  446.425  (m)         1464.65   (f) ADJ UNCH    1 1
 MA0440
 MA0440.Superseded values are not recommended for survey control.
 MA0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0440.See file dsdata.txt to determine how the superseded data were derived.
 MA0440
 MA0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF937960(NAD 83)
 MA0440_MARKER: DD = SURVEY DISK
 MA0440_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0440_SP_SET: ABUTMENT
 MA0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0440+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2004
 MA0440
 MA0440  HISTORY     - Date     Condition        Report By
 MA0440  HISTORY     - UNK      MONUMENTED       BORR
 MA0440  HISTORY     - 1967     GOOD             NGS
 MA0440  HISTORY     - 20040421 GOOD             USPSQD
 MA0440
 MA0440                          STATION DESCRIPTION
 MA0440
 MA0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0440'AT JOHNSONBURG.
 MA0440'AT JOHNSONBURG, ALONG THE BALTIMORE AND OHIO RAILROAD, AT THE
 MA0440'NORTHEAST END OF THE RAILROAD OVERPASS FOR U.S. HIGHWAY 219,
 MA0440'8 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, SET IN THE TOP OF
 MA0440'THE SOUTHEAST END OF THE NORTHEAST STONE ABUTMENT OF THE
 MA0440'OVERPASS, 5 RAILS NORTHEAST OF THE CENTER LINE OF THE HIGHWAY
 MA0440'WHICH PASSES BELOW, AND ABOUT 1 1/2 FEET BELOW THE TOP OF THE
 MA0440'TRACK.
 MA0440
 MA0440                          STATION RECOVERY (2004)
 MA0440
 MA0440'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2698 ***********************************************************************
 KW2698  DESIGNATION -  1679.4 USBM
 KW2698  PID         -  KW2698
 KW2698  STATE/COUNTY-  PA/CENTRE
 KW2698  USGS QUAD   -  BELLEFONTE (1998)
 KW2698
 KW2698                         *CURRENT SURVEY CONTROL
 KW2698  ___________________________________________________________________
 KW2698* NAD 83(1986)-  40 59 57.     (N)    077 51 56.     (W)     SCALED    
 KW2698* NAVD 88     -       512.139  (meters)    1680.24   (feet)  ADJUSTED  
 KW2698  ___________________________________________________________________
 KW2698  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KW2698  DYNAMIC HT  -         511.888 (meters)    1679.42  (feet)  COMP
 KW2698  MODELED GRAV-     980,117.0   (mgal)                       NAVD 88
 KW2698
 KW2698  VERT ORDER  -  SECOND    CLASS 0
 KW2698
 KW2698.The horizontal coordinates were scaled from a topographic map and have
 KW2698.an estimated accuracy of +/- 6 seconds.
 KW2698
 KW2698.The orthometric height was determined by differential leveling
 KW2698.and adjusted by the National Geodetic Survey in June 1991..
 KW2698
 KW2698.The geoid height was determined by GEOID03.
 KW2698
 KW2698.The dynamic height is computed by dividing the NAVD 88
 KW2698.geopotential number by the normal gravity value computed on the
 KW2698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2698.degrees latitude (g = 980.6199 gals.).
 KW2698
 KW2698.The modeled gravity was interpolated from observed gravity values.
 KW2698
 KW2698;                    North         East    Units  Estimated Accuracy
 KW2698;SPC PA N     -    92,460.      590,280.      MT  (+/- 180 meters Scaled)
 KW2698
 KW2698                          SUPERSEDED SURVEY CONTROL
 KW2698
 KW2698  NGVD 29 (??/??/92)  512.33   (m)         1680.9    (f) COMPUTED    2 0
 KW2698
 KW2698.Superseded values are not recommended for survey control.
 KW2698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2698.See file dsdata.txt to determine how the superseded data were derived.
 KW2698
 KW2698_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL589426(NAD 83)
 KW2698_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KW2698_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2698_SP_SET: CULVERT
 KW2698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2698
 KW2698  HISTORY     - Date     Condition        Report By
 KW2698  HISTORY     - UNK      MONUMENTED       USGS
 KW2698  HISTORY     - 1959     MARK NOT FOUND   NGS
 KW2698
 KW2698                          STATION DESCRIPTION
 KW2698
 KW2698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KW2698'6 MI SE FROM SNOW SHOE.
 KW2698'6 MILES SOUTHEAST ALONG STATE HIGHWAY 53 FROM SNOW SHOE, CENTRE
 KW2698'COUNTY, ON THE EAST SLOPE OF SNOW SHOE MOUNTAIN, 380 FEET
 KW2698'WEST OF STATION 610+00, ON THE TOP OF THE SOUTHWEST CORNER OF
 KW2698'THE 6-FOOT SOUTH HEADWALL OF A CULVERT, 14 FEET SOUTH OF THE
 KW2698'CENTERLINE OF THE FINISHED GRADE AND ABOUT LEVEL WITH THE
 KW2698'CENTERLINE OF THE FINISHED GRADE.  A CHISELED SQUARE, MARKED
 KW2698'USBM.  NOTE-- IT IS BELIEVED IT WAS DESTROYED BY HIGHWAY
 KW2698'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0439 ***********************************************************************
 MA0439  DESIGNATION -  168.05
 MA0439  PID         -  MA0439
 MA0439  STATE/COUNTY-  PA/ELK
 MA0439  USGS QUAD   -  RIDGWAY (1988)
 MA0439
 MA0439                         *CURRENT SURVEY CONTROL
 MA0439  ___________________________________________________________________
 MA0439* NAD 83(1986)-  41 29 30.     (N)    078 40 48.     (W)     SCALED    
 MA0439* NAVD 88     -       446.711  (meters)    1465.58   (feet)  ADJUSTED  
 MA0439  ___________________________________________________________________
 MA0439  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 MA0439  DYNAMIC HT  -         446.519 (meters)    1464.95  (feet)  COMP
 MA0439  MODELED GRAV-     980,179.3   (mgal)                       NAVD 88
 MA0439
 MA0439  VERT ORDER  -  FIRST     CLASS I
 MA0439
 MA0439.The horizontal coordinates were scaled from a topographic map and have
 MA0439.an estimated accuracy of +/- 6 seconds.
 MA0439
 MA0439.The orthometric height was determined by differential leveling
 MA0439.and adjusted by the National Geodetic Survey in June 1991..
 MA0439
 MA0439.The geoid height was determined by GEOID03.
 MA0439
 MA0439.The dynamic height is computed by dividing the NAVD 88
 MA0439.geopotential number by the normal gravity value computed on the
 MA0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0439.degrees latitude (g = 980.6199 gals.).
 MA0439
 MA0439.The modeled gravity was interpolated from observed gravity values.
 MA0439
 MA0439;                    North         East    Units  Estimated Accuracy
 MA0439;SPC PA N     -   147,560.      522,340.      MT  (+/- 180 meters Scaled)
 MA0439
 MA0439                          SUPERSEDED SURVEY CONTROL
 MA0439
 MA0439  NGVD 29 (??/??/92)  446.870  (m)         1466.11   (f) ADJ UNCH    1 1
 MA0439
 MA0439.Superseded values are not recommended for survey control.
 MA0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0439.See file dsdata.txt to determine how the superseded data were derived.
 MA0439
 MA0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF936959(NAD 83)
 MA0439_MARKER: DD = SURVEY DISK
 MA0439_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0439_SP_SET: ABUTMENT
 MA0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0439
 MA0439  HISTORY     - Date     Condition        Report By
 MA0439  HISTORY     - UNK      MONUMENTED       BORR
 MA0439  HISTORY     - 1967     GOOD             NGS
 MA0439  HISTORY     - 20040421 GOOD             USPSQD
 MA0439
 MA0439                          STATION DESCRIPTION
 MA0439
 MA0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0439'0.1 MI SW FROM JOHNSONBURG.
 MA0439'ABOUT 0.1 MILE SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0439'FROM THE RAILROAD OVERPASS FOR U.S. HIGHWAY 219 AT JOHNSONBURG, SET
 MA0439'IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT
 MA0439'OF THE BALTIMORE AND OHIO RAILROAD OVERPASS FOR THE PENNSYLVANIA
 MA0439'RAILROAD, 6 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 MA0439'SOUTHEAST SET OF TRACKS, AND ABOUT 1 1/2 FEET BELOW THE TOP
 MA0439'OF THE TRACKS.  NOTE-- THERE IS A WOODEN PLATFORM OVER THE MARK
 MA0439'AND THE DISK IS ABOUT HALF COVERED BY A 2- BY 12-INCH PLANK.  A
 MA0439'TAPE CAN BE READ ON THE MARK.
 MA0439
 MA0439                          STATION RECOVERY (2004)
 MA0439
 MA0439'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0322 ***********************************************************************
 KY0322  DESIGNATION -  16/85
 KY0322  PID         -  KY0322
 KY0322  STATE/COUNTY-  PA/WASHINGTON
 KY0322  USGS QUAD   -  WASHINGTON EAST (1977)
 KY0322
 KY0322                         *CURRENT SURVEY CONTROL
 KY0322  ___________________________________________________________________
 KY0322* NAD 83(1986)-  40 14 36.     (N)    080 12 32.     (W)     SCALED    
 KY0322* NAVD 88     -       293.80   (+/-2cm)     963.9    (feet)  VERTCON   
 KY0322  ___________________________________________________________________
 KY0322  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KY0322
 KY0322  VERT ORDER  -  ? (See Below)
 KY0322
 KY0322.The horizontal coordinates were scaled from a topographic map and have
 KY0322.an estimated accuracy of +/- 6 seconds.
 KY0322
 KY0322.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY0322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY0322.The vertical order pertains to the NGVD 29 superseded value.
 KY0322
 KY0322.The geoid height was determined by GEOID03.
 KY0322
 KY0322;                    North         East    Units  Estimated Accuracy
 KY0322;SPC PA S     -   103,950.      390,810.      MT  (+/- 180 meters Scaled)
 KY0322
 KY0322                          SUPERSEDED SURVEY CONTROL
 KY0322
 KY0322  NGVD 29 (??/??/92)  293.937  (m)          964.36   (f) ADJ UNCH    ?  
 KY0322
 KY0322.Superseded values are not recommended for survey control.
 KY0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0322.See file dsdata.txt to determine how the superseded data were derived.
 KY0322
 KY0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE672550(NAD 83)
 KY0322_MARKER: Q = CHISELED SQUARE
 KY0322_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0322_SP_SET: ABUTMENT
 KY0322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0322
 KY0322  HISTORY     - Date     Condition        Report By
 KY0322  HISTORY     - UNK      MONUMENTED       PRR
 KY0322  HISTORY     - 1935     GOOD             NGS
 KY0322
 KY0322                          STATION DESCRIPTION
 KY0322
 KY0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KY0322'2.4 MI N FROM MEADOW LANDS.
 KY0322'2.4 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY0322'AT MEADOW LANDS, AT BRIDGE 16/85, AND ON THE TOP OF THE
 KY0322'ABUTMENT.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0676 ***********************************************************************
 KY0676  DESIGNATION -  169
 KY0676  PID         -  KY0676
 KY0676  STATE/COUNTY-  PA/ALLEGHENY
 KY0676  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0676
 KY0676                         *CURRENT SURVEY CONTROL
 KY0676  ___________________________________________________________________
 KY0676* NAD 83(1986)-  40 27 01.     (N)    080 00 17.     (W)     SCALED    
 KY0676* NAVD 88     -       225.925  (meters)     741.22   (feet)  ADJUSTED  
 KY0676  ___________________________________________________________________
 KY0676  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KY0676  DYNAMIC HT  -         225.808 (meters)     740.84  (feet)  COMP
 KY0676  MODELED GRAV-     980,102.4   (mgal)                       NAVD 88
 KY0676
 KY0676  VERT ORDER  -  SECOND    CLASS 0
 KY0676
 KY0676.The horizontal coordinates were scaled from a topographic map and have
 KY0676.an estimated accuracy of +/- 6 seconds.
 KY0676
 KY0676.The orthometric height was determined by differential leveling
 KY0676.and adjusted by the National Geodetic Survey in June 1991..
 KY0676
 KY0676.The geoid height was determined by GEOID03.
 KY0676
 KY0676.The dynamic height is computed by dividing the NAVD 88
 KY0676.geopotential number by the normal gravity value computed on the
 KY0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0676.degrees latitude (g = 980.6199 gals.).
 KY0676
 KY0676.The modeled gravity was interpolated from observed gravity values.
 KY0676
 KY0676;                    North         East    Units  Estimated Accuracy
 KY0676;SPC PA S     -   126,460.      408,760.      MT  (+/- 180 meters Scaled)
 KY0676
 KY0676                          SUPERSEDED SURVEY CONTROL
 KY0676
 KY0676  NGVD 29 (??/??/92)  226.086  (m)          741.75   (f) ADJ UNCH    2 0
 KY0676
 KY0676.Superseded values are not recommended for survey control.
 KY0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0676.See file dsdata.txt to determine how the superseded data were derived.
 KY0676
 KY0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE843782(NAD 83)
 KY0676_MARKER: DD = SURVEY DISK
 KY0676_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0676_SP_SET: RETAINING WALL
 KY0676_STAMPING: 169
 KY0676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0676
 KY0676  HISTORY     - Date     Condition        Report By
 KY0676  HISTORY     - UNK      MONUMENTED       PA6600
 KY0676  HISTORY     - 1960     GOOD             NGS
 KY0676
 KY0676                          STATION DESCRIPTION
 KY0676
 KY0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0676'AT PITTSBURGH.
 KY0676'AT PITTSBURGH, SET AT THE JUNCTION OF FEDERAL STREET AND WEST
 KY0676'STOCKTON AVENUE, 18 FEET WEST OF THE WEST CURB OF FEDERAL STREET,
 KY0676'2 1/2 FEET SOUTH OF THE SOUTH CURB OF WEST STOCKTON AVENUE, SET
 KY0676'IN TOP AND 2 1/2 FEET SOUTH OF THE NORTHEAST CORNER OF A
 KY0676'RETAINING WALL FOR A PARKING LOT, ABOUT 6 INCHES ABOVE THE
 KY0676'SIDEWALK AND DRILLED IN HORIZONTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1384 ***********************************************************************
 LZ1384  DESIGNATION -  1694.4
 LZ1384  PID         -  LZ1384
 LZ1384  STATE/COUNTY-  PA/POTTER
 LZ1384  USGS QUAD   -  SHORT RUN (1971)
 LZ1384
 LZ1384                         *CURRENT SURVEY CONTROL
 LZ1384  ___________________________________________________________________
 LZ1384* NAD 83(1986)-  41 36 06.     (N)    077 48 32.     (W)     SCALED    
 LZ1384* NAVD 88     -       516.352  (meters)    1694.06   (feet)  ADJUSTED  
 LZ1384  ___________________________________________________________________
 LZ1384  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 LZ1384  DYNAMIC HT  -         516.121 (meters)    1693.31  (feet)  COMP
 LZ1384  MODELED GRAV-     980,159.4   (mgal)                       NAVD 88
 LZ1384
 LZ1384  VERT ORDER  -  SECOND    CLASS 0
 LZ1384
 LZ1384.The horizontal coordinates were scaled from a topographic map and have
 LZ1384.an estimated accuracy of +/- 6 seconds.
 LZ1384
 LZ1384.The orthometric height was determined by differential leveling
 LZ1384.and adjusted by the National Geodetic Survey in June 1991..
 LZ1384
 LZ1384.The geoid height was determined by GEOID03.
 LZ1384
 LZ1384.The dynamic height is computed by dividing the NAVD 88
 LZ1384.geopotential number by the normal gravity value computed on the
 LZ1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1384.degrees latitude (g = 980.6199 gals.).
 LZ1384
 LZ1384.The modeled gravity was interpolated from observed gravity values.
 LZ1384
 LZ1384;                    North         East    Units  Estimated Accuracy
 LZ1384;SPC PA N     -   159,370.      595,090.      MT  (+/- 180 meters Scaled)
 LZ1384
 LZ1384                          SUPERSEDED SURVEY CONTROL
 LZ1384
 LZ1384  NGVD 29 (??/??/92)  516.485  (m)         1694.50   (f) ADJ UNCH    2 0
 LZ1384
 LZ1384.Superseded values are not recommended for survey control.
 LZ1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1384.See file dsdata.txt to determine how the superseded data were derived.
 LZ1384
 LZ1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM659093(NAD 83)
 LZ1384_MARKER: N = NAIL
 LZ1384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1384_SP_SET: RED MAPLE TREE ROOT
 LZ1384_STAMPING: B M 1694.4
 LZ1384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1384
 LZ1384  HISTORY     - Date     Condition        Report By
 LZ1384  HISTORY     - UNK      MONUMENTED       USGS
 LZ1384  HISTORY     - 1935     GOOD             NGS
 LZ1384
 LZ1384                          STATION DESCRIPTION
 LZ1384
 LZ1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ1384'3 MI S FROM CROSS FORK JUNCTION.
 LZ1384'3.0 MILES SOUTH ALONG THE JUNCTION ROAD FROM CROSS FORK JUNCTION,
 LZ1384'OPPOSITE A GROVE OF PINE TREES, 18 FEET EAST OF THE CENTER
 LZ1384'LINE OF THE DIRT ROAD, IN THE EAST ROOT OF A 4-INCH RED MAPLE TREE
 LZ1384'PAINTED B. M. 1694.4 AND BEARING AN ARROW, AND 2 FEET HIGHER
 LZ1384'THAN THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0258 ***********************************************************************
 LZ0258  DESIGNATION -  17
 LZ0258  PID         -  LZ0258
 LZ0258  STATE/COUNTY-  PA/NORTHUMBERLAND
 LZ0258  USGS QUAD   -  MILTON (1983)
 LZ0258
 LZ0258                         *CURRENT SURVEY CONTROL
 LZ0258  ___________________________________________________________________
 LZ0258* NAD 83(1986)-  41 01 11.     (N)    076 51 07.     (W)     SCALED    
 LZ0258* NAVD 88     -       145.144  (meters)     476.19   (feet)  ADJUSTED  
 LZ0258  ___________________________________________________________________
 LZ0258  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 LZ0258  DYNAMIC HT  -         145.081 (meters)     475.99  (feet)  COMP
 LZ0258  MODELED GRAV-     980,189.8   (mgal)                       NAVD 88
 LZ0258
 LZ0258  VERT ORDER  -  FIRST     CLASS II
 LZ0258
 LZ0258.The horizontal coordinates were scaled from a topographic map and have
 LZ0258.an estimated accuracy of +/- 6 seconds.
 LZ0258
 LZ0258.The orthometric height was determined by differential leveling
 LZ0258.and adjusted by the National Geodetic Survey in June 1991..
 LZ0258
 LZ0258.The geoid height was determined by GEOID03.
 LZ0258
 LZ0258.The dynamic height is computed by dividing the NAVD 88
 LZ0258.geopotential number by the normal gravity value computed on the
 LZ0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0258.degrees latitude (g = 980.6199 gals.).
 LZ0258
 LZ0258.The modeled gravity was interpolated from observed gravity values.
 LZ0258
 LZ0258;                    North         East    Units  Estimated Accuracy
 LZ0258;SPC PA N     -    95,130.      675,530.      MT  (+/- 180 meters Scaled)
 LZ0258
 LZ0258                          SUPERSEDED SURVEY CONTROL
 LZ0258
 LZ0258  NGVD 29 (??/??/92)  145.369  (m)          476.93   (f) ADJ UNCH    1 2
 LZ0258
 LZ0258.Superseded values are not recommended for survey control.
 LZ0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0258.See file dsdata.txt to determine how the superseded data were derived.
 LZ0258
 LZ0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL442425(NAD 83)
 LZ0258_MARKER: Q = CHISELED SQUARE
 LZ0258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0258_SP_SET: WINDOW LEDGE
 LZ0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0258
 LZ0258  HISTORY     - Date     Condition        Report By
 LZ0258  HISTORY     - UNK      MONUMENTED       PRR
 LZ0258  HISTORY     - 1934     GOOD             NGS
 LZ0258
 LZ0258                          STATION DESCRIPTION
 LZ0258
 LZ0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0258'AT MILTON.
 LZ0258'AT MILTON, NORTHCUMBERLAND COUNTY, AT THE EAST SIDE OF THE
 LZ0258'PENNSYLVANIA RAILROAD STATION, AND ON THE CENTER OF THE STONE
 LZ0258'WINDOW LEDGE OF THE CENTER WINDOW.  AN OUTLINED SQUARE, MARKED
 LZ0258'BM NO 17.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0927 ***********************************************************************
 KX0927  DESIGNATION -  17
 KX0927  PID         -  KX0927
 KX0927  STATE/COUNTY-  PA/INDIANA
 KX0927  USGS QUAD   -  ELDERTON (1977)
 KX0927
 KX0927                         *CURRENT SURVEY CONTROL
 KX0927  ___________________________________________________________________
 KX0927* NAD 83(1986)-  40 39 16.     (N)    079 17 30.     (W)     SCALED    
 KX0927* NAVD 88     -       305.543  (meters)    1002.44   (feet)  ADJUSTED  
 KX0927  ___________________________________________________________________
 KX0927  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KX0927  DYNAMIC HT  -         305.389 (meters)    1001.93  (feet)  COMP
 KX0927  MODELED GRAV-     980,113.2   (mgal)                       NAVD 88
 KX0927
 KX0927  VERT ORDER  -  SECOND    CLASS 0
 KX0927
 KX0927.The horizontal coordinates were scaled from a topographic map and have
 KX0927.an estimated accuracy of +/- 6 seconds.
 KX0927
 KX0927.The orthometric height was determined by differential leveling
 KX0927.and adjusted by the National Geodetic Survey in June 1991..
 KX0927
 KX0927.The geoid height was determined by GEOID03.
 KX0927
 KX0927.The dynamic height is computed by dividing the NAVD 88
 KX0927.geopotential number by the normal gravity value computed on the
 KX0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0927.degrees latitude (g = 980.6199 gals.).
 KX0927
 KX0927.The modeled gravity was interpolated from observed gravity values.
 KX0927
 KX0927;                    North         East    Units  Estimated Accuracy
 KX0927;SPC PA S     -   147,830.      469,630.      MT  (+/- 180 meters Scaled)
 KX0927
 KX0927                          SUPERSEDED SURVEY CONTROL
 KX0927
 KX0927  NGVD 29 (??/??/92)  305.720  (m)         1003.02   (f) ADJ UNCH    2 0
 KX0927
 KX0927.Superseded values are not recommended for survey control.
 KX0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0927.See file dsdata.txt to determine how the superseded data were derived.
 KX0927
 KX0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF444018(NAD 83)
 KX0927_MARKER: DD = SURVEY DISK
 KX0927_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0927_SP_SET: BRIDGE
 KX0927_STAMPING: 17 USGS 1962 WDK
 KX0927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0927
 KX0927  HISTORY     - Date     Condition        Report By
 KX0927  HISTORY     - 1962     MONUMENTED       USGS
 KX0927  HISTORY     - 1967     GOOD             NGS
 KX0927  HISTORY     - 20050901 MARK NOT FOUND   PADT
 KX0927
 KX0927                          STATION DESCRIPTION
 KX0927
 KX0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0927'1 MI SE FROM SHELOCTA.
 KX0927'1.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 422 FROM ITS JUNCTION
 KX0927'WITH STATE HIGHWAY 156, SET IN THE TOP OF THE SOUTHWEST WINGWALL
 KX0927'OF A BRIDGE, 19 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 150 FEET
 KX0927'EAST OF A CROSSROADS, AND IS ABOUT LEVEL WITH THE HIGHWAY.
 KX0927
 KX0927                          STATION RECOVERY (2005)
 KX0927
 KX0927'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 KX0927'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3383 ***********************************************************************
 KV3383  DESIGNATION -  17
 KV3383  PID         -  KV3383
 KV3383  STATE/COUNTY-  PA/BERKS
 KV3383  USGS QUAD   -  MANATAWNY (1973)
 KV3383
 KV3383                         *CURRENT SURVEY CONTROL
 KV3383  ___________________________________________________________________
 KV3383* NAD 83(1986)-  40 29 23.     (N)    075 43 24.     (W)     SCALED    
 KV3383* NAVD 88     -       143.639  (meters)     471.26   (feet)  ADJUSTED  
 KV3383  ___________________________________________________________________
 KV3383  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 KV3383  DYNAMIC HT  -         143.564 (meters)     471.01  (feet)  COMP
 KV3383  MODELED GRAV-     980,102.5   (mgal)                       NAVD 88
 KV3383
 KV3383  VERT ORDER  -  FIRST     CLASS II
 KV3383
 KV3383.The horizontal coordinates were scaled from a topographic map and have
 KV3383.an estimated accuracy of +/- 6 seconds.
 KV3383
 KV3383.The orthometric height was determined by differential leveling
 KV3383.and adjusted by the National Geodetic Survey in June 1991..
 KV3383
 KV3383.The geoid height was determined by GEOID03.
 KV3383
 KV3383.The dynamic height is computed by dividing the NAVD 88
 KV3383.geopotential number by the normal gravity value computed on the
 KV3383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3383.degrees latitude (g = 980.6199 gals.).
 KV3383
 KV3383.The modeled gravity was interpolated from observed gravity values.
 KV3383
 KV3383;                    North         East    Units  Estimated Accuracy
 KV3383;SPC PA S     -   130,370.      771,800.      MT  (+/- 180 meters Scaled)
 KV3383
 KV3383                          SUPERSEDED SURVEY CONTROL
 KV3383
 KV3383.No superseded survey control is available for this station.
 KV3383
 KV3383_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK387823(NAD 83)
 KV3383_MARKER: DD = SURVEY DISK
 KV3383_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV3383_SP_SET: ABUTMENT
 KV3383_STAMPING: 17
 KV3383_MARK LOGO: PADH  
 KV3383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3383+STABILITY: SURFACE MOTION
 KV3383_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3383+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2003
 KV3383
 KV3383  HISTORY     - Date     Condition        Report By
 KV3383  HISTORY     - UNK      MONUMENTED       PADH
 KV3383  HISTORY     - 1979     GOOD             NGS
 KV3383  HISTORY     - 19991114 GOOD             USPSQD
 KV3383  HISTORY     - 20031227 GOOD             USPSQD
 KV3383
 KV3383                          STATION DESCRIPTION
 KV3383
 KV3383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3383'1.5 MI SW FROM TOPTON.
 KV3383'1.5 MILES SOUTHWEST ALONG WEIS STREET ALSO CALLED LYONS ROAD FROM
 KV3383'THE JUNCTION OF SOUTH HOME AVENUE IN TOPTON TO THE MARK ON THE
 KV3383'LEFT, SET IN THE SOUTHWEST ABUTMENT OF A BRIDGE OVER A SMALL CREEK,
 KV3383'22.8 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2.5 FEET SOUTH OF THE
 KV3383'SOUTHWEST CORNER OF THE BRIDGE.
 KV3383'THE MARK IS 1 FT BELOW ROAD.
 KV3383
 KV3383                          STATION RECOVERY (1999)
 KV3383
 KV3383'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV3383'RECOVERED IN GOOD CONDITION.
 KV3383
 KV3383                          STATION RECOVERY (2003)
 KV3383
 KV3383'RECOVERY NOTE BY US POWER SQUADRON 2003
 KV3383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1353 ***********************************************************************
 LY1353  DESIGNATION -  17
 LY1353  PID         -  LY1353
 LY1353  STATE/COUNTY-  PA/LUZERNE
 LY1353  USGS QUAD   -  KINGSTON (1983)
 LY1353
 LY1353                         *CURRENT SURVEY CONTROL
 LY1353  ___________________________________________________________________
 LY1353* NAD 83(1986)-  41 19 49.     (N)    075 56 36.     (W)     SCALED    
 LY1353* NAVD 88     -       312.157  (meters)    1024.14   (feet)  ADJUSTED  
 LY1353  ___________________________________________________________________
 LY1353  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 LY1353  DYNAMIC HT  -         312.028 (meters)    1023.71  (feet)  COMP
 LY1353  MODELED GRAV-     980,199.5   (mgal)                       NAVD 88
 LY1353
 LY1353  VERT ORDER  -  SECOND    CLASS 0
 LY1353
 LY1353.The horizontal coordinates were scaled from a topographic map and have
 LY1353.an estimated accuracy of +/- 6 seconds.
 LY1353
 LY1353.The orthometric height was determined by differential leveling
 LY1353.and adjusted by the National Geodetic Survey in June 1991..
 LY1353
 LY1353.The geoid height was determined by GEOID03.
 LY1353
 LY1353.The dynamic height is computed by dividing the NAVD 88
 LY1353.geopotential number by the normal gravity value computed on the
 LY1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1353.degrees latitude (g = 980.6199 gals.).
 LY1353
 LY1353.The modeled gravity was interpolated from observed gravity values.
 LY1353
 LY1353;                    North         East    Units  Estimated Accuracy
 LY1353;SPC PA N     -   130,800.      751,230.      MT  (+/- 180 meters Scaled)
 LY1353
 LY1353                          SUPERSEDED SURVEY CONTROL
 LY1353
 LY1353  NGVD 29 (??/??/92)  312.363  (m)         1024.81   (f) ADJ UNCH    2 0
 LY1353
 LY1353.Superseded values are not recommended for survey control.
 LY1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1353.See file dsdata.txt to determine how the superseded data were derived.
 LY1353
 LY1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL210758(NAD 83)
 LY1353_MARKER: B = BOLT
 LY1353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1353_SP_SET: CULVERT
 LY1353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1353
 LY1353  HISTORY     - Date     Condition        Report By
 LY1353  HISTORY     - UNK      MONUMENTED       LVRR
 LY1353  HISTORY     - 1934     GOOD             NGS
 LY1353
 LY1353                          STATION DESCRIPTION
 LY1353
 LY1353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY1353'1.3 MI S FROM DALLAS.
 LY1353'1.3 MILES SOUTH ALONG THE LEHIGH VALLEY RAILROAD FROM DALLAS, 100
 LY1353'FEET SOUTH OF MILEPOST 186, 500 FEET EAST OF FERN BROOK PARK,
 LY1353'AT A MASONRY CULVERT, IN THE EAST HEAD WALL, 14 FEET EAST OF THE
 LY1353'CENTER LINE OF THE TRACK, AND 2 FEET LOWER THAN THE TOP OF THE
 LY1353'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1758 ***********************************************************************
 KW1758  DESIGNATION -  17 FAD PADH
 KW1758  PID         -  KW1758
 KW1758  STATE/COUNTY-  PA/JUNIATA
 KW1758  USGS QUAD   -  MIFFLINTOWN (1978)
 KW1758
 KW1758                         *CURRENT SURVEY CONTROL
 KW1758  ___________________________________________________________________
 KW1758* NAD 83(1986)-  40 35 24.     (N)    077 24 21.     (W)     SCALED    
 KW1758* NAVD 88     -       133.799  (meters)     438.97   (feet)  ADJUSTED  
 KW1758  ___________________________________________________________________
 KW1758  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 KW1758  DYNAMIC HT  -         133.736 (meters)     438.77  (feet)  COMP
 KW1758  MODELED GRAV-     980,154.2   (mgal)                       NAVD 88
 KW1758
 KW1758  VERT ORDER  -  SECOND    CLASS 0
 KW1758
 KW1758.The horizontal coordinates were scaled from a topographic map and have
 KW1758.an estimated accuracy of +/- 6 seconds.
 KW1758
 KW1758.The orthometric height was determined by differential leveling
 KW1758.and adjusted by the National Geodetic Survey in June 1991..
 KW1758
 KW1758.The geoid height was determined by GEOID03.
 KW1758
 KW1758.The dynamic height is computed by dividing the NAVD 88
 KW1758.geopotential number by the normal gravity value computed on the
 KW1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1758.degrees latitude (g = 980.6199 gals.).
 KW1758
 KW1758.The modeled gravity was interpolated from observed gravity values.
 KW1758
 KW1758;                    North         East    Units  Estimated Accuracy
 KW1758;SPC PA S     -   139,590.      629,130.      MT  (+/- 180 meters Scaled)
 KW1758
 KW1758                          SUPERSEDED SURVEY CONTROL
 KW1758
 KW1758  NGVD 29 (??/??/??)  134.009  (m)          439.66   (f) ADJUSTED    2 0
 KW1758
 KW1758.Superseded values are not recommended for survey control.
 KW1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1758.See file dsdata.txt to determine how the superseded data were derived.
 KW1758
 KW1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK964960(NAD 83)
 KW1758_MARKER: DD = SURVEY DISK
 KW1758_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1758_SP_SET: BRIDGE
 KW1758_STAMPING: 17 FAD USGS 1957
 KW1758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1758
 KW1758  HISTORY     - Date     Condition        Report By
 KW1758  HISTORY     - 1957     MONUMENTED       PADH
 KW1758  HISTORY     - 1966     GOOD             CGS
 KW1758
 KW1758                          STATION DESCRIPTION
 KW1758
 KW1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1758'1.4 MI W FROM MIFFLINTOWN.
 KW1758'1.4 MILES WEST ALONG U.S. HIGHWAY 22 AND 322 FROM THE POST OFFICE
 KW1758'IN MIFFLINTOWN, SET IN THE TOP OF THE NORTHEAST WINGWALL OF A
 KW1758'BRIDGE OVER LOST CREEK, 21 FEET NORTH OF THE CENTERLINE OF
 KW1758'HIGHWAY, 24 FEET SOUTHWEST OF POLE NO 42716, AND IS ABOUT LEVEL
 KW1758'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1463 ***********************************************************************
 MA1463  DESIGNATION -  1+70
 MA1463  PID         -  MA1463
 MA1463  STATE/COUNTY-  PA/VENANGO
 MA1463  USGS QUAD   -  CRANBERRY (1977)
 MA1463
 MA1463                         *CURRENT SURVEY CONTROL
 MA1463  ___________________________________________________________________
 MA1463* NAD 83(1986)-  41 18 59.     (N)    079 43 24.     (W)     SCALED    
 MA1463* NAVD 88     -       340.635  (meters)    1117.57   (feet)  ADJUSTED  
 MA1463  ___________________________________________________________________
 MA1463  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 MA1463  DYNAMIC HT  -         340.476 (meters)    1117.05  (feet)  COMP
 MA1463  MODELED GRAV-     980,146.7   (mgal)                       NAVD 88
 MA1463
 MA1463  VERT ORDER  -  SECOND    CLASS 0
 MA1463
 MA1463.The horizontal coordinates were scaled from a topographic map and have
 MA1463.an estimated accuracy of +/- 6 seconds.
 MA1463
 MA1463.The orthometric height was determined by differential leveling
 MA1463.and adjusted by the National Geodetic Survey in June 1991..
 MA1463
 MA1463.The geoid height was determined by GEOID03.
 MA1463
 MA1463.The dynamic height is computed by dividing the NAVD 88
 MA1463.geopotential number by the normal gravity value computed on the
 MA1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1463.degrees latitude (g = 980.6199 gals.).
 MA1463
 MA1463.The modeled gravity was interpolated from observed gravity values.
 MA1463
 MA1463;                    North         East    Units  Estimated Accuracy
 MA1463;SPC PA N     -   129,560.      434,790.      MT  (+/- 180 meters Scaled)
 MA1463
 MA1463                          SUPERSEDED SURVEY CONTROL
 MA1463
 MA1463  NGVD 29 (??/??/92)  340.803  (m)         1118.12   (f) ADJ UNCH    2 0
 MA1463
 MA1463.Superseded values are not recommended for survey control.
 MA1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1463.See file dsdata.txt to determine how the superseded data were derived.
 MA1463
 MA1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF068746(NAD 83)
 MA1463_MARKER: DD = SURVEY DISK
 MA1463_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1463_SP_SET: OVERPASS
 MA1463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1463
 MA1463  HISTORY     - Date     Condition        Report By
 MA1463  HISTORY     - UNK      MONUMENTED       PADH
 MA1463  HISTORY     - 1935     GOOD             NGS
 MA1463
 MA1463                          STATION DESCRIPTION
 MA1463
 MA1463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1463'2.4 MI S FROM CRANBERRY.
 MA1463'ABOUT 2.4 MILES SOUTH ALONG STATE HIGHWAY 257 FROM CRANBERRY,
 MA1463'VENANGO COUNTY, AT A PENNSYLVANIA RAILROAD 3-SPAN CONCRETE
 MA1463'OVERPASS, IN THE TOP OF THE SOUTHEAST CONCRETE WING WALL, 6 FEET
 MA1463'NORTH OF STATION 1+70, 12 FEET EAST OF THE CENTER LINE OF THE
 MA1463'HIGHWAY, AND ABOUT LEVEL WITH THE ROADWAY.  A PENNSYLVANIA
 MA1463'DEPARTMENT OF HIGHWAYS STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1443 ***********************************************************************
 KW1443  DESIGNATION -  170 PADH
 KW1443  PID         -  KW1443
 KW1443  STATE/COUNTY-  PA/SNYDER
 KW1443  USGS QUAD   -  SUNBURY (1987)
 KW1443
 KW1443                         *CURRENT SURVEY CONTROL
 KW1443  ___________________________________________________________________
 KW1443* NAD 83(1986)-  40 46 28.     (N)    076 52 11.     (W)     SCALED    
 KW1443* NAVD 88     -       133.108  (meters)     436.71   (feet)  ADJUSTED  
 KW1443  ___________________________________________________________________
 KW1443  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 KW1443  DYNAMIC HT  -         133.048 (meters)     436.51  (feet)  COMP
 KW1443  MODELED GRAV-     980,172.4   (mgal)                       NAVD 88
 KW1443
 KW1443  VERT ORDER  -  FIRST     CLASS II
 KW1443
 KW1443.The horizontal coordinates were scaled from a topographic map and have
 KW1443.an estimated accuracy of +/- 6 seconds.
 KW1443
 KW1443.The orthometric height was determined by differential leveling
 KW1443.and adjusted by the National Geodetic Survey in June 1991..
 KW1443.WARNING-Repeat measurements at this control monument indicate possible
 KW1443.vertical movement.
 KW1443
 KW1443.The geoid height was determined by GEOID03.
 KW1443
 KW1443.The dynamic height is computed by dividing the NAVD 88
 KW1443.geopotential number by the normal gravity value computed on the
 KW1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1443.degrees latitude (g = 980.6199 gals.).
 KW1443
 KW1443.The modeled gravity was interpolated from observed gravity values.
 KW1443
 KW1443;                    North         East    Units  Estimated Accuracy
 KW1443;SPC PA S     -   160,390.      674,310.      MT  (+/- 180 meters Scaled)
 KW1443
 KW1443                          SUPERSEDED SURVEY CONTROL
 KW1443
 KW1443  NGVD 29 (??/??/??)  133.330  (m)          437.43   (f) ADJUSTED    1 2
 KW1443
 KW1443.Superseded values are not recommended for survey control.
 KW1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1443.See file dsdata.txt to determine how the superseded data were derived.
 KW1443
 KW1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL422154(NAD 83)
 KW1443_MARKER: DD = SURVEY DISK
 KW1443_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1443_SP_SET: BRIDGE
 KW1443_STAMPING: 170 USGS DOR 1962
 KW1443_MARK LOGO: PADH  
 KW1443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1443
 KW1443  HISTORY     - Date     Condition        Report By
 KW1443  HISTORY     - 1962     MONUMENTED       PADH
 KW1443  HISTORY     - 1966     GOOD             CGS
 KW1443  HISTORY     - 1983     GOOD             NGS
 KW1443  HISTORY     - 1989     GOOD             USPSQD
 KW1443
 KW1443                          STATION DESCRIPTION
 KW1443
 KW1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1443'1.7 MI S FROM SELINSGROVE.
 KW1443'1.7 MILES SOUTH ALONG U.S. HIGHWAYS 11 AND 15 FROM THE POST
 KW1443'OFFICE IN SELINSGROVE, 25 FEET EAST OF THE APPROXIMATE CENTER
 KW1443'OF HIGHWAY, SET IN THE TOP OF THE SOUTH END OF EAST CURBING
 KW1443'OF A BRIDGE OVER MIDDLE CREEK, AND IS ABOUT LEVEL WITH THE HIGHWAY.
 KW1443
 KW1443                          STATION RECOVERY (1983)
 KW1443
 KW1443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KW1443'RECOVERED IN GOOD CONDITION.
 KW1443
 KW1443                          STATION RECOVERY (1989)
 KW1443
 KW1443'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1305 ***********************************************************************
 LZ1305  DESIGNATION -  1701
 LZ1305  PID         -  LZ1305
 LZ1305  STATE/COUNTY-  PA/CENTRE
 LZ1305  USGS QUAD   -  SNOW SHOE (1996)
 LZ1305
 LZ1305                         *CURRENT SURVEY CONTROL
 LZ1305  ___________________________________________________________________
 LZ1305* NAD 83(1986)-  41 01 42.     (N)    077 58 13.     (W)     SCALED    
 LZ1305* NAVD 88     -       519.824  (meters)    1705.46   (feet)  ADJUSTED  
 LZ1305  ___________________________________________________________________
 LZ1305  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 LZ1305  DYNAMIC HT  -         519.563 (meters)    1704.60  (feet)  COMP
 LZ1305  MODELED GRAV-     980,104.2   (mgal)                       NAVD 88
 LZ1305
 LZ1305  VERT ORDER  -  SECOND    CLASS 0
 LZ1305
 LZ1305.The horizontal coordinates were scaled from a topographic map and have
 LZ1305.an estimated accuracy of +/- 6 seconds.
 LZ1305
 LZ1305.The orthometric height was determined by differential leveling
 LZ1305.and adjusted by the National Geodetic Survey in June 1991..
 LZ1305
 LZ1305.The geoid height was determined by GEOID03.
 LZ1305
 LZ1305.The dynamic height is computed by dividing the NAVD 88
 LZ1305.geopotential number by the normal gravity value computed on the
 LZ1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1305.degrees latitude (g = 980.6199 gals.).
 LZ1305
 LZ1305.The modeled gravity was interpolated from observed gravity values.
 LZ1305
 LZ1305;                    North         East    Units  Estimated Accuracy
 LZ1305;SPC PA N     -    95,720.      581,480.      MT  (+/- 180 meters Scaled)
 LZ1305
 LZ1305                          SUPERSEDED SURVEY CONTROL
 LZ1305
 LZ1305  NGVD 29 (??/??/92)  519.98   (m)         1706.0    (f) COMPUTED    2 0
 LZ1305
 LZ1305.Superseded values are not recommended for survey control.
 LZ1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1305.See file dsdata.txt to determine how the superseded data were derived.
 LZ1305
 LZ1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL502461(NAD 83)
 LZ1305_MARKER: Z = SEE DESCRIPTION
 LZ1305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1305_SP_SET: CULVERT
 LZ1305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1305
 LZ1305  HISTORY     - Date     Condition        Report By
 LZ1305  HISTORY     - UNK      MONUMENTED       USGS
 LZ1305  HISTORY     - 1959     MARK NOT FOUND   NGS
 LZ1305
 LZ1305                          STATION DESCRIPTION
 LZ1305
 LZ1305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LZ1305'2.1 MI E FROM MOSHANNON.
 LZ1305'2.1 MILES EAST ALONG STATE HIGHWAY 53 FROM MOSHANNON, CENTRE
 LZ1305'COUNTY, 1.2 MILES WEST OF SNOW SHOE, 114 FEET WEST OF CULVERT
 LZ1305'248+85, WHICH IS ALSO STATION 250+00, AT THE SOUTHEAST CORNER OF
 LZ1305'THE INTERSECTION WITH A SECONDARY ROAD, AT CULVERT 1090+00, ON
 LZ1305'THE TOP OF THE EAST END OF THE NORTH HEADWALL, 15 FEET SOUTH
 LZ1305'OF THE CENTERLINE OF THE FINISHED GRADE, AND ABOUT LEVEL WITH
 LZ1305'THE FINISHED GRADE.  A VERY DIM PAINTED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0416 ***********************************************************************
 KY0416  DESIGNATION -  1707
 KY0416  PID         -  KY0416
 KY0416  STATE/COUNTY-  PA/ALLEGHENY
 KY0416  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0416
 KY0416                         *CURRENT SURVEY CONTROL
 KY0416  ___________________________________________________________________
 KY0416* NAD 83(1986)-  40 27 53.     (N)    080 03 12.     (W)     SCALED    
 KY0416* NAVD 88     -       222.124  (meters)     728.75   (feet)  ADJUSTED  
 KY0416  ___________________________________________________________________
 KY0416  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KY0416  DYNAMIC HT  -         222.009 (meters)     728.37  (feet)  COMP
 KY0416  MODELED GRAV-     980,104.1   (mgal)                       NAVD 88
 KY0416
 KY0416  VERT ORDER  -  FIRST     CLASS I
 KY0416
 KY0416.The horizontal coordinates were scaled from a topographic map and have
 KY0416.an estimated accuracy of +/- 6 seconds.
 KY0416
 KY0416.The orthometric height was determined by differential leveling
 KY0416.and adjusted by the National Geodetic Survey in June 1991..
 KY0416
 KY0416.The geoid height was determined by GEOID03.
 KY0416
 KY0416.The dynamic height is computed by dividing the NAVD 88
 KY0416.geopotential number by the normal gravity value computed on the
 KY0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0416.degrees latitude (g = 980.6199 gals.).
 KY0416
 KY0416.The modeled gravity was interpolated from observed gravity values.
 KY0416
 KY0416;                    North         East    Units  Estimated Accuracy
 KY0416;SPC PA S     -   128,170.      404,680.      MT  (+/- 180 meters Scaled)
 KY0416
 KY0416                          SUPERSEDED SURVEY CONTROL
 KY0416
 KY0416  NGVD 29 (??/??/92)  222.270  (m)          729.23   (f) ADJ UNCH    1 1
 KY0416
 KY0416.Superseded values are not recommended for survey control.
 KY0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0416.See file dsdata.txt to determine how the superseded data were derived.
 KY0416
 KY0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE802797(NAD 83)
 KY0416_MARKER: DD = SURVEY DISK
 KY0416_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0416_SP_SET: BRIDGE
 KY0416_STAMPING: 1707
 KY0416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0416
 KY0416  HISTORY     - Date     Condition        Report By
 KY0416  HISTORY     - UNK      MONUMENTED       PA6600
 KY0416  HISTORY     - 1966     POOR             NGS
 KY0416
 KY0416                          STATION DESCRIPTION
 KY0416
 KY0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY0416'0.8 MI SE FROM MC KEES ROCKS.
 KY0416'ABOUT 0.8 MILE SOUTHEAST ALONG THE PITTSBURGH AND LAKE ERIE
 KY0416'RAILROAD FROM THE LARGE STEEL BRIDGE OVERPASS OVER THE TRACKS
 KY0416'AT MC KEES ROCKS, ABOUT 2.7 MILES NORTHWEST ALONG THE PITTSBURGH
 KY0416'AND LAKE ERIE RAILROAD FROM THE FORT PITT BRIDGE AT PITTSBURGH,
 KY0416'AT THE JUNCTION OF WEST CARSON AND STANHOPE STREETS, ABOUT 20
 KY0416'YARDS SOUTHWEST OF THE TRACK, 9.3 FEET SOUTHWEST OF THE
 KY0416'SOUTHWEST CURB LINE OF WEST CARSON STREET, IN TOP OF THE
 KY0416'SOUTHEAST END OF THE WING WALL AT THE SOUTH CORNER OF THE WEST
 KY0416'CARSON STREET BRIDGE OVER CHARTIERS CREEK, 1 FOOT SOUTHEAST OF
 KY0416'THE SOUTHEAST END OF A METAL GUARD RAIL AND ABOUT LEVEL WITH
 KY0416'THE STREET.  NOTE-- THE WING WALL IS CRUMBLING AND THE MARK MAY
 KY0416'BE DESTROYED.  A NEW MARK P 343 HAD BEEN SET NEARBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1102 ***********************************************************************
 LY1102  DESIGNATION -  1707.7
 LY1102  PID         -  LY1102
 LY1102  STATE/COUNTY-  PA/LACKAWANNA
 LY1102  USGS QUAD   -  STERLING (1994)
 LY1102
 LY1102                         *CURRENT SURVEY CONTROL
 LY1102  ___________________________________________________________________
 LY1102* NAD 83(1986)-  41 18 27.     (N)    075 29 06.     (W)     SCALED    
 LY1102* NAVD 88     -       520.344  (meters)    1707.16   (feet)  ADJUSTED  
 LY1102  ___________________________________________________________________
 LY1102  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 LY1102  DYNAMIC HT  -         520.101 (meters)    1706.36  (feet)  COMP
 LY1102  MODELED GRAV-     980,139.3   (mgal)                       NAVD 88
 LY1102
 LY1102  VERT ORDER  -  SECOND    CLASS 0
 LY1102
 LY1102.The horizontal coordinates were scaled from a topographic map and have
 LY1102.an estimated accuracy of +/- 6 seconds.
 LY1102
 LY1102.The orthometric height was determined by differential leveling
 LY1102.and adjusted by the National Geodetic Survey in June 1991..
 LY1102
 LY1102.The geoid height was determined by GEOID03.
 LY1102
 LY1102.The dynamic height is computed by dividing the NAVD 88
 LY1102.geopotential number by the normal gravity value computed on the
 LY1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1102.degrees latitude (g = 980.6199 gals.).
 LY1102
 LY1102.The modeled gravity was interpolated from observed gravity values.
 LY1102
 LY1102;                    North         East    Units  Estimated Accuracy
 LY1102;SPC PA N     -   129,170.      789,650.      MT  (+/- 180 meters Scaled)
 LY1102
 LY1102                          SUPERSEDED SURVEY CONTROL
 LY1102
 LY1102  NGVD 29 (??/??/92)  520.436  (m)         1707.46   (f) ADJ UNCH    2 0
 LY1102
 LY1102.Superseded values are not recommended for survey control.
 LY1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1102.See file dsdata.txt to determine how the superseded data were derived.
 LY1102
 LY1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL594730(NAD 83)
 LY1102_MARKER: Q = CHISELED SQUARE
 LY1102_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1102_SP_SET: ABUTMENT
 LY1102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1102
 LY1102  HISTORY     - Date     Condition        Report By
 LY1102  HISTORY     - UNK      MONUMENTED       USGS
 LY1102  HISTORY     - 1956     GOOD             NGS
 LY1102
 LY1102                          STATION DESCRIPTION
 LY1102
 LY1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LY1102'2.7 MI SE FROM MOSCOW.
 LY1102'2.7 MILES SOUTHEAST ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 LY1102'RAILROAD FROM THE STATION AT MOSCOW, ON TOP OF THE SOUTHWEST END
 LY1102'OF THE NORTHWEST CONCRETE ABUTMENT OF A STEEL BRIDGE OVER A
 LY1102'GRAVEL ROAD, 4.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL AND ABOUT
 LY1102'LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2773 ***********************************************************************
 KW2773  DESIGNATION -  171 DOP USGS
 KW2773  PID         -  KW2773
 KW2773  STATE/COUNTY-  PA/SNYDER
 KW2773  USGS QUAD   -  SUNBURY (1987)
 KW2773
 KW2773                         *CURRENT SURVEY CONTROL
 KW2773  ___________________________________________________________________
 KW2773* NAD 83(1986)-  40 45 17.     (N)    076 51 44.     (W)     SCALED    
 KW2773* NAVD 88     -       131.734  (meters)     432.20   (feet)  ADJUSTED  
 KW2773  ___________________________________________________________________
 KW2773  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KW2773  DYNAMIC HT  -         131.675 (meters)     432.00  (feet)  COMP
 KW2773  MODELED GRAV-     980,171.4   (mgal)                       NAVD 88
 KW2773
 KW2773  VERT ORDER  -  FIRST     CLASS II
 KW2773
 KW2773.The horizontal coordinates were scaled from a topographic map and have
 KW2773.an estimated accuracy of +/- 6 seconds.
 KW2773
 KW2773.The orthometric height was determined by differential leveling
 KW2773.and adjusted by the National Geodetic Survey in June 1991..
 KW2773
 KW2773.The geoid height was determined by GEOID03.
 KW2773
 KW2773.The dynamic height is computed by dividing the NAVD 88
 KW2773.geopotential number by the normal gravity value computed on the
 KW2773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2773.degrees latitude (g = 980.6199 gals.).
 KW2773
 KW2773.The modeled gravity was interpolated from observed gravity values.
 KW2773
 KW2773;                    North         East    Units  Estimated Accuracy
 KW2773;SPC PA S     -   158,200.      674,970.      MT  (+/- 180 meters Scaled)
 KW2773
 KW2773                          SUPERSEDED SURVEY CONTROL
 KW2773
 KW2773.No superseded survey control is available for this station.
 KW2773
 KW2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL428131(NAD 83)
 KW2773_MARKER: DD = SURVEY DISK
 KW2773_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KW2773_SP_SET: HEADWALL OF CATCH BASIN
 KW2773_STAMPING: 171 DOP 1962 433
 KW2773_MARK LOGO: USGS  
 KW2773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2773+STABILITY: SURFACE MOTION
 KW2773
 KW2773  HISTORY     - Date     Condition        Report By
 KW2773  HISTORY     - 1962     MONUMENTED       USGS
 KW2773  HISTORY     - 1983     GOOD             NGS
 KW2773
 KW2773                          STATION DESCRIPTION
 KW2773
 KW2773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KW2773'4.9 KM (3.1 MI) SOUTH FROM SELINSGROVE.
 KW2773'4.9 KM (3.1 MI) SOUTH ALONG U.S. HIGHWAY 11 BUSINESS FROM THE POST
 KW2773'OFFICE IN SELINSGROVE TO THE MARK ON THE RIGHT, 14.6 METERS (48.0 FT)
 KW2773'WEST OF THE CENTER OF THE HIGHWAY, 4.6 METERS (15.0 FT) NORTH OF THE
 KW2773'CENTER OF A GRAVEL DRIVEWAY, 6.7 METERS (22.0 FT) SOUTHWEST OF HIGHWAY
 KW2773'MARKER SIGN 4-95.
 KW2773'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1475 ***********************************************************************
 LZ1475  DESIGNATION -  1710
 LZ1475  PID         -  LZ1475
 LZ1475  STATE/COUNTY-  PA/POTTER
 LZ1475  USGS QUAD   -  SWEDEN VALLEY (1969)
 LZ1475
 LZ1475                         *CURRENT SURVEY CONTROL
 LZ1475  ___________________________________________________________________
 LZ1475* NAD 83(1986)-  41 46 22.     (N)    077 59 02.     (W)     SCALED    
 LZ1475* NAVD 88     -       521.216  (meters)    1710.02   (feet)  ADJUSTED  
 LZ1475  ___________________________________________________________________
 LZ1475  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 LZ1475  DYNAMIC HT  -         520.994 (meters)    1709.29  (feet)  COMP
 LZ1475  MODELED GRAV-     980,180.5   (mgal)                       NAVD 88
 LZ1475
 LZ1475  VERT ORDER  -  SECOND    CLASS 0
 LZ1475
 LZ1475.The horizontal coordinates were scaled from a topographic map and have
 LZ1475.an estimated accuracy of +/- 6 seconds.
 LZ1475
 LZ1475.The orthometric height was determined by differential leveling
 LZ1475.and adjusted by the National Geodetic Survey in June 1991..
 LZ1475
 LZ1475.The geoid height was determined by GEOID03.
 LZ1475
 LZ1475.The dynamic height is computed by dividing the NAVD 88
 LZ1475.geopotential number by the normal gravity value computed on the
 LZ1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1475.degrees latitude (g = 980.6199 gals.).
 LZ1475
 LZ1475.The modeled gravity was interpolated from observed gravity values.
 LZ1475
 LZ1475;                    North         East    Units  Estimated Accuracy
 LZ1475;SPC PA N     -   178,390.      580,550.      MT  (+/- 180 meters Scaled)
 LZ1475
 LZ1475                          SUPERSEDED SURVEY CONTROL
 LZ1475
 LZ1475  NGVD 29 (??/??/92)  521.344  (m)         1710.44   (f) ADJ UNCH    2 0
 LZ1475
 LZ1475.Superseded values are not recommended for survey control.
 LZ1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1475.See file dsdata.txt to determine how the superseded data were derived.
 LZ1475
 LZ1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM519288(NAD 83)
 LZ1475_MARKER: DD = SURVEY DISK
 LZ1475_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1475_SP_SET: BRIDGE
 LZ1475_STAMPING: 1710
 LZ1475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1475
 LZ1475  HISTORY     - Date     Condition        Report By
 LZ1475  HISTORY     - UNK      MONUMENTED       PADH
 LZ1475  HISTORY     - 1968     GOOD             NGS
 LZ1475
 LZ1475                          STATION DESCRIPTION
 LZ1475
 LZ1475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ1475'2 MI E FROM COUDERSPORT.
 LZ1475'2.0 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE COURT HOUSE IN
 LZ1475'COUDERSPORT, 2.1 MILES WEST OF SWEDEN VALLEY, 0.05 MILE EAST OF
 LZ1475'STATE HIGHWAY 872, SET IN THE TOP OF THE SOUTHWEST WINGWALL OF A
 LZ1475'BRIDGE, 19 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, AND IS ABOUT
 LZ1475'1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1304 ***********************************************************************
 LZ1304  DESIGNATION -  1712.3
 LZ1304  PID         -  LZ1304
 LZ1304  STATE/COUNTY-  PA/CENTRE
 LZ1304  USGS QUAD   -  SNOW SHOE (1996)
 LZ1304
 LZ1304                         *CURRENT SURVEY CONTROL
 LZ1304  ___________________________________________________________________
 LZ1304* NAD 83(1986)-  41 01 43.     (N)    077 58 22.     (W)     SCALED    
 LZ1304* NAVD 88     -       522.144  (meters)    1713.07   (feet)  ADJUSTED  
 LZ1304  ___________________________________________________________________
 LZ1304  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 LZ1304  DYNAMIC HT  -         521.881 (meters)    1712.20  (feet)  COMP
 LZ1304  MODELED GRAV-     980,103.9   (mgal)                       NAVD 88
 LZ1304
 LZ1304  VERT ORDER  -  SECOND    CLASS 0
 LZ1304
 LZ1304.The horizontal coordinates were scaled from a topographic map and have
 LZ1304.an estimated accuracy of +/- 6 seconds.
 LZ1304
 LZ1304.The orthometric height was determined by differential leveling
 LZ1304.and adjusted by the National Geodetic Survey in June 1991..
 LZ1304
 LZ1304.The geoid height was determined by GEOID03.
 LZ1304
 LZ1304.The dynamic height is computed by dividing the NAVD 88
 LZ1304.geopotential number by the normal gravity value computed on the
 LZ1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1304.degrees latitude (g = 980.6199 gals.).
 LZ1304
 LZ1304.The modeled gravity was interpolated from observed gravity values.
 LZ1304
 LZ1304;                    North         East    Units  Estimated Accuracy
 LZ1304;SPC PA N     -    95,750.      581,270.      MT  (+/- 180 meters Scaled)
 LZ1304
 LZ1304                          SUPERSEDED SURVEY CONTROL
 LZ1304
 LZ1304  NGVD 29 (??/??/92)  522.30   (m)         1713.6    (f) COMPUTED    2 0
 LZ1304
 LZ1304.Superseded values are not recommended for survey control.
 LZ1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1304.See file dsdata.txt to determine how the superseded data were derived.
 LZ1304
 LZ1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL500461(NAD 83)
 LZ1304_MARKER: Q = CHISELED SQUARE
 LZ1304_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1304_SP_SET: CULVERT
 LZ1304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1304
 LZ1304  HISTORY     - Date     Condition        Report By
 LZ1304  HISTORY     - UNK      MONUMENTED       USGS
 LZ1304  HISTORY     - 1959     MARK NOT FOUND   NGS
 LZ1304
 LZ1304                          STATION DESCRIPTION
 LZ1304
 LZ1304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LZ1304'1.9 MI E FROM MOSHANNON.
 LZ1304'1.9 MILES EAST ALONG STATE HIGHWAY 53 FROM MOSHANNON, CENTRE
 LZ1304'COUNTY, 1.4 MILES WEST OF SNOW SHOE, OPPOSITE THE HOUSE OF J.
 LZ1304'GLEASON, 120 FEET WEST OF STATION 240+00, ON THE CENTER OF THE TOP
 LZ1304'OF THE 5-FOOT HEADWALL OF A CONCRETE CULVERT, 15 FEET SOUTH OF THE
 LZ1304'CENTERLINE OF THE FINISHED GRADE, AND ABOUT 6 INCHES HIGHER THAN
 LZ1304'THE FINISHED GRADE.  A CHISELED SQUARE, MARKED 1712.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0515 ***********************************************************************
 KX0515  DESIGNATION -  1713
 KX0515  PID         -  KX0515
 KX0515  STATE/COUNTY-  PA/SOMERSET
 KX0515  USGS QUAD   -  STOYSTOWN (1994)
 KX0515
 KX0515                         *CURRENT SURVEY CONTROL
 KX0515  ___________________________________________________________________
 KX0515* NAD 83(1986)-  40 07 26.     (N)    078 55 29.     (W)     SCALED    
 KX0515* NAVD 88     -       521.867  (meters)    1712.16   (feet)  ADJUSTED  
 KX0515  ___________________________________________________________________
 KX0515  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 KX0515  DYNAMIC HT  -         521.559 (meters)    1711.15  (feet)  COMP
 KX0515  MODELED GRAV-     980,019.0   (mgal)                       NAVD 88
 KX0515
 KX0515  VERT ORDER  -  SECOND    CLASS 0
 KX0515
 KX0515.The horizontal coordinates were scaled from a topographic map and have
 KX0515.an estimated accuracy of +/- 6 seconds.
 KX0515
 KX0515.The orthometric height was determined by differential leveling
 KX0515.and adjusted by the National Geodetic Survey in June 1991..
 KX0515
 KX0515.The geoid height was determined by GEOID03.
 KX0515
 KX0515.The dynamic height is computed by dividing the NAVD 88
 KX0515.geopotential number by the normal gravity value computed on the
 KX0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0515.degrees latitude (g = 980.6199 gals.).
 KX0515
 KX0515.The modeled gravity was interpolated from observed gravity values.
 KX0515
 KX0515;                    North         East    Units  Estimated Accuracy
 KX0515;SPC PA S     -    88,450.      499,870.      MT  (+/- 180 meters Scaled)
 KX0515
 KX0515                          SUPERSEDED SURVEY CONTROL
 KX0515
 KX0515  NGVD 29 (??/??/92)  521.997  (m)         1712.59   (f) ADJ UNCH    2 0
 KX0515
 KX0515.Superseded values are not recommended for survey control.
 KX0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0515.See file dsdata.txt to determine how the superseded data were derived.
 KX0515
 KX0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE768435(NAD 83)
 KX0515_MARKER: DD = SURVEY DISK
 KX0515_SETTING: 80 = SET IN A BOULDER
 KX0515_SP_SET: BOULDER
 KX0515_STAMPING: 1713 1908
 KX0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0515+STABILITY: SURFACE MOTION
 KX0515
 KX0515  HISTORY     - Date     Condition        Report By
 KX0515  HISTORY     - 1908     MONUMENTED       USGS
 KX0515  HISTORY     - 1935     GOOD             NGS
 KX0515
 KX0515                          STATION DESCRIPTION
 KX0515
 KX0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0515'6.7 MI N FROM COLEMAN.
 KX0515'ABOUT 6.7 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KX0515'THE STATION AT COLEMAN, SOMERSET COUNTY, ABOUT 2.3 MILES NORTH
 KX0515'OF THE STOYESTOWN STATION, ABOUT 227 YARDS NORTH OF MILEPOST
 KX0515'R 24 J 21, ABOUT 60 FEET EAST OF POLE 24+6, 40 FEET EAST OF THE
 KX0515'CENTER LINE OF THE TRACK, 2-1/2 FEET FROM THE FENCE, AND IN
 KX0515'THE TOP OF A LARGE FLAT BOULDER.  A UNITED STATES GEOLOGICAL
 KX0515'SURVEY STANDARD DISK, STAMPED 1713 1908.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1113 ***********************************************************************
 LZ1113  DESIGNATION -  1719.1
 LZ1113  PID         -  LZ1113
 LZ1113  STATE/COUNTY-  PA/CLINTON
 LZ1113  USGS QUAD   -  JERSEY MILLS (1983)
 LZ1113
 LZ1113                         *CURRENT SURVEY CONTROL
 LZ1113  ___________________________________________________________________
 LZ1113* NAD 83(1986)-  41 19 36.     (N)    077 28 30.     (W)     SCALED    
 LZ1113* NAVD 88     -       523.964  (meters)    1719.04   (feet)  ADJUSTED  
 LZ1113  ___________________________________________________________________
 LZ1113  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 LZ1113  DYNAMIC HT  -         523.712 (meters)    1718.21  (feet)  COMP
 LZ1113  MODELED GRAV-     980,124.7   (mgal)                       NAVD 88
 LZ1113
 LZ1113  VERT ORDER  -  SECOND    CLASS 0
 LZ1113
 LZ1113.The horizontal coordinates were scaled from a topographic map and have
 LZ1113.an estimated accuracy of +/- 6 seconds.
 LZ1113
 LZ1113.The orthometric height was determined by differential leveling
 LZ1113.and adjusted by the National Geodetic Survey in June 1991..
 LZ1113
 LZ1113.The geoid height was determined by GEOID03.
 LZ1113
 LZ1113.The dynamic height is computed by dividing the NAVD 88
 LZ1113.geopotential number by the normal gravity value computed on the
 LZ1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1113.degrees latitude (g = 980.6199 gals.).
 LZ1113
 LZ1113.The modeled gravity was interpolated from observed gravity values.
 LZ1113
 LZ1113;                    North         East    Units  Estimated Accuracy
 LZ1113;SPC PA N     -   128,860.      623,020.      MT  (+/- 180 meters Scaled)
 LZ1113
 LZ1113                          SUPERSEDED SURVEY CONTROL
 LZ1113
 LZ1113  NGVD 29 (??/??/92)  524.150  (m)         1719.65   (f) ADJ UNCH    2 0
 LZ1113
 LZ1113.Superseded values are not recommended for survey control.
 LZ1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1113.See file dsdata.txt to determine how the superseded data were derived.
 LZ1113
 LZ1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL928779(NAD 83)
 LZ1113_MARKER: S = SPIKE
 LZ1113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1113_SP_SET: WHITE OAK TREE BASE
 LZ1113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1113
 LZ1113  HISTORY     - Date     Condition        Report By
 LZ1113  HISTORY     - UNK      MONUMENTED       USGS
 LZ1113  HISTORY     - 1935     GOOD             NGS
 LZ1113
 LZ1113                          STATION DESCRIPTION
 LZ1113
 LZ1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ1113'AT HANEYVILLE.
 LZ1113'AT HANEYVILLE, ON STATE HIGHWAY 44, AT A GROVE OF OAK TREES, 245
 LZ1113'FEET NORTHWEST OF THE JUNCTION OF TOWNSHIP ROAD 18012, 195 FEET
 LZ1113'NORTHWEST OF THE MOUNTAIN BREEZE INN, 23 FEET EAST OF THE CENTER
 LZ1113'OF THE CROSSING OF A DIRT ROAD LEADING WEST, 21 FEET NORTHEAST
 LZ1113'OF THE CENTER LINE OF THE HIGHWAY, IN THE NORTHWEST SIDE OF THE
 LZ1113'BASE OF AN 8-INCH WHITE OAK TREE, PAINTED 1719.1 AND TWO ARROWS,
 LZ1113'AND LEVEL WITH THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1322 ***********************************************************************
 LZ1322  DESIGNATION -  1719.9
 LZ1322  PID         -  LZ1322
 LZ1322  STATE/COUNTY-  PA/CENTRE
 LZ1322  USGS QUAD   -  SNOW SHOE SE (1983)
 LZ1322
 LZ1322                         *CURRENT SURVEY CONTROL
 LZ1322  ___________________________________________________________________
 LZ1322* NAD 83(1986)-  41 00 27.     (N)    077 52 21.     (W)     SCALED    
 LZ1322* NAVD 88     -       524.497  (meters)    1720.79   (feet)  ADJUSTED  
 LZ1322  ___________________________________________________________________
 LZ1322  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 LZ1322  DYNAMIC HT  -         524.235 (meters)    1719.93  (feet)  COMP
 LZ1322  MODELED GRAV-     980,107.3   (mgal)                       NAVD 88
 LZ1322
 LZ1322  VERT ORDER  -  SECOND    CLASS 0
 LZ1322
 LZ1322.The horizontal coordinates were scaled from a topographic map and have
 LZ1322.an estimated accuracy of +/- 6 seconds.
 LZ1322
 LZ1322.The orthometric height was determined by differential leveling
 LZ1322.and adjusted by the National Geodetic Survey in June 1991..
 LZ1322
 LZ1322.The geoid height was determined by GEOID03.
 LZ1322
 LZ1322.The dynamic height is computed by dividing the NAVD 88
 LZ1322.geopotential number by the normal gravity value computed on the
 LZ1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1322.degrees latitude (g = 980.6199 gals.).
 LZ1322
 LZ1322.The modeled gravity was interpolated from observed gravity values.
 LZ1322
 LZ1322;                    North         East    Units  Estimated Accuracy
 LZ1322;SPC PA N     -    93,390.      589,700.      MT  (+/- 180 meters Scaled)
 LZ1322
 LZ1322                          SUPERSEDED SURVEY CONTROL
 LZ1322
 LZ1322  NGVD 29 (??/??/92)  524.677  (m)         1721.38   (f) ADJ UNCH    2 0
 LZ1322
 LZ1322.Superseded values are not recommended for survey control.
 LZ1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1322.See file dsdata.txt to determine how the superseded data were derived.
 LZ1322
 LZ1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL584435(NAD 83)
 LZ1322_MARKER: Z = SEE DESCRIPTION
 LZ1322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1322_SP_SET: CULVERT
 LZ1322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1322
 LZ1322  HISTORY     - Date     Condition        Report By
 LZ1322  HISTORY     - UNK      MONUMENTED       USGS
 LZ1322  HISTORY     - 1934     GOOD             NGS
 LZ1322
 LZ1322                          STATION DESCRIPTION
 LZ1322
 LZ1322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1322'5.2 MI SE FROM SNOW SHOE.
 LZ1322'5.2 MILES SOUTHEAST ALONG STATE HIGHWAY 53 FROM SNOW SHOE, CENTRE
 LZ1322'COUNTY, ON THE EAST SLOPE OF SNOW SHOE MOUNTAIN, 235 FEET WEST
 LZ1322'OF STATION 570+00, 10 FEET EAST OF THE CENTER OF THE INTERSECTION
 LZ1322'WITH A SECONDARY ROAD, ON THE TOP OF THE NORTHWEST CORNER OF THE
 LZ1322'NORTH 5-FOOT HEADWALL OF A CULVERT, 12 FT NORTH OF THE CENTERLINE
 LZ1322'OF THE FINISHED GRADE, AND ABOUT 6 INCHES HIGHER THAN THE
 LZ1322'CENTERLINE OF THE FINISHED GRADE.  A PAINTED SQUARE, MARKED USBM
 LZ1322'1719.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0394 ***********************************************************************
 LZ0394  DESIGNATION -  17.25
 LZ0394  PID         -  LZ0394
 LZ0394  STATE/COUNTY-  PA/LYCOMING
 LZ0394  USGS QUAD   -  BODINES (1973)
 LZ0394
 LZ0394                         *CURRENT SURVEY CONTROL
 LZ0394  ___________________________________________________________________
 LZ0394* NAD 83(1986)-  41 26 02.     (N)    076 59 54.     (W)     SCALED    
 LZ0394* NAVD 88     -       226.018  (meters)     741.53   (feet)  ADJUSTED  
 LZ0394  ___________________________________________________________________
 LZ0394  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 LZ0394  DYNAMIC HT  -         225.919 (meters)     741.20  (feet)  COMP
 LZ0394  MODELED GRAV-     980,182.3   (mgal)                       NAVD 88
 LZ0394
 LZ0394  VERT ORDER  -  SECOND    CLASS 0
 LZ0394
 LZ0394.The horizontal coordinates were scaled from a topographic map and have
 LZ0394.an estimated accuracy of +/- 6 seconds.
 LZ0394
 LZ0394.The orthometric height was determined by differential leveling
 LZ0394.and adjusted by the National Geodetic Survey in June 1991..
 LZ0394
 LZ0394.The geoid height was determined by GEOID03.
 LZ0394
 LZ0394.The dynamic height is computed by dividing the NAVD 88
 LZ0394.geopotential number by the normal gravity value computed on the
 LZ0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0394.degrees latitude (g = 980.6199 gals.).
 LZ0394
 LZ0394.The modeled gravity was interpolated from observed gravity values.
 LZ0394
 LZ0394;                    North         East    Units  Estimated Accuracy
 LZ0394;SPC PA N     -   141,000.      662,820.      MT  (+/- 180 meters Scaled)
 LZ0394
 LZ0394                          SUPERSEDED SURVEY CONTROL
 LZ0394
 LZ0394  NGVD 29 (??/??/92)  226.210  (m)          742.16   (f) ADJ UNCH    2 0
 LZ0394
 LZ0394.Superseded values are not recommended for survey control.
 LZ0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0394.See file dsdata.txt to determine how the superseded data were derived.
 LZ0394
 LZ0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL330888(NAD 83)
 LZ0394_MARKER: R = RIVET
 LZ0394_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0394_SP_SET: BRIDGE WALL
 LZ0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0394
 LZ0394  HISTORY     - Date     Condition        Report By
 LZ0394  HISTORY     - UNK      MONUMENTED       PRR
 LZ0394  HISTORY     - 1934     GOOD             NGS
 LZ0394  HISTORY     - 19981207 MARK NOT FOUND   PADT
 LZ0394
 LZ0394                          STATION DESCRIPTION
 LZ0394
 LZ0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0394'0.4 MI N FROM FIELDS.
 LZ0394'ABOUT 0.4 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM FIELDS,
 LZ0394'LYCOMING COUNTY, ABOUT 1,515 FEET NORTH OF MILEPOST 17, AT
 LZ0394'GIRDER BRIDGE 17.25, IN THE TOP OF THE EAST SIDE OF THE SOUTH
 LZ0394'BACK WALL, 5 FEET EAST OF THE CENTER LINE OF THE TRACK, ABOUT
 LZ0394'6 INCHES LOWER THAN THE TOP OF THE RAIL, AND NEAR THE CARVED
 LZ0394'LETTERS BM 18.  A COPPER RIVET.
 LZ0394
 LZ0394                          STATION RECOVERY (1998)
 LZ0394
 LZ0394'RECOVERY NOTE BY PA DEPT OF TRANSP 1998 (SMM)
 LZ0394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0675 ***********************************************************************
 KY0675  DESIGNATION -  1727
 KY0675  PID         -  KY0675
 KY0675  STATE/COUNTY-  PA/ALLEGHENY
 KY0675  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0675
 KY0675                         *CURRENT SURVEY CONTROL
 KY0675  ___________________________________________________________________
 KY0675* NAD 83(1986)-  40 27 07.     (N)    080 00 11.     (W)     SCALED    
 KY0675* NAVD 88     -       235.231  (meters)     771.75   (feet)  ADJUSTED  
 KY0675  ___________________________________________________________________
 KY0675  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KY0675  DYNAMIC HT  -         235.109 (meters)     771.35  (feet)  COMP
 KY0675  MODELED GRAV-     980,101.7   (mgal)                       NAVD 88
 KY0675
 KY0675  VERT ORDER  -  SECOND    CLASS 0
 KY0675
 KY0675.The horizontal coordinates were scaled from a topographic map and have
 KY0675.an estimated accuracy of +/- 6 seconds.
 KY0675
 KY0675.The orthometric height was determined by differential leveling
 KY0675.and adjusted by the National Geodetic Survey in June 1991..
 KY0675
 KY0675.The geoid height was determined by GEOID03.
 KY0675
 KY0675.The dynamic height is computed by dividing the NAVD 88
 KY0675.geopotential number by the normal gravity value computed on the
 KY0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0675.degrees latitude (g = 980.6199 gals.).
 KY0675
 KY0675.The modeled gravity was interpolated from observed gravity values.
 KY0675
 KY0675;                    North         East    Units  Estimated Accuracy
 KY0675;SPC PA S     -   126,640.      408,910.      MT  (+/- 180 meters Scaled)
 KY0675
 KY0675                          SUPERSEDED SURVEY CONTROL
 KY0675
 KY0675  NGVD 29 (??/??/92)  235.392  (m)          772.28   (f) ADJ UNCH    2 0
 KY0675
 KY0675.Superseded values are not recommended for survey control.
 KY0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0675.See file dsdata.txt to determine how the superseded data were derived.
 KY0675
 KY0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE845783(NAD 83)
 KY0675_MARKER: DD = SURVEY DISK
 KY0675_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0675_SP_SET: STEP
 KY0675_STAMPING: 1727
 KY0675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0675
 KY0675  HISTORY     - Date     Condition        Report By
 KY0675  HISTORY     - UNK      MONUMENTED       PA6600
 KY0675  HISTORY     - 1960     GOOD             NGS
 KY0675  HISTORY     - 20030811 POOR             PADT
 KY0675  HISTORY     - 20050312 GOOD             GEOCAC
 KY0675
 KY0675                          STATION DESCRIPTION
 KY0675
 KY0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0675'AT PITTSBURGH.
 KY0675'AT PITTSBURGH, SET IN TOP AND AT THE SOUTH END OF THE 1ST STEP
 KY0675'WHICH LEADS FROM THE SIDEWALK ON THE EAST SIDE OF FEDERAL
 KY0675'STREET TO THE CARNEGIE FREE LIBRARY, ABOUT 8 INCHES ABOVE THE
 KY0675'SIDEWALK DRILLED IN HORIZONTAL.
 KY0675
 KY0675                          STATION RECOVERY (2003)
 KY0675
 KY0675'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (CB)
 KY0675'NEW PENNDOT ELEVATION IS 235.177 M (771.58 FT).
 KY0675' 
 KY0675
 KY0675                          STATION RECOVERY (2005)
 KY0675
 KY0675'RECOVERY NOTE BY GEOCACHING 2005 (KAG)
 KY0675'FOUND AS DESCRIBED HOWEVER THE LISTED SCALED COORDINATES ARE
 KY0675'INACCURATE. COORDINATED PROVIDED BY HANDHELD GPS UNIT N40 27.170 W080
 KY0675'00.337 COMPARED FAVORABLY TO A NUMBER OF OTHER HANDHELD GPS READINGS
 KY0675'BY OTHER GEOCAC FINDERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0551 ***********************************************************************
 JW0551  DESIGNATION -  1742
 JW0551  PID         -  JW0551
 JW0551  STATE/COUNTY-  PA/SOMERSET
 JW0551  USGS QUAD   -  ROCKWOOD (1981)
 JW0551
 JW0551                         *CURRENT SURVEY CONTROL
 JW0551  ___________________________________________________________________
 JW0551* NAD 83(1986)-  39 53 03.     (N)    079 12 35.     (W)     SCALED    
 JW0551* NAVD 88     -       530.985  (meters)    1742.07   (feet)  ADJUSTED  
 JW0551  ___________________________________________________________________
 JW0551  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 JW0551  DYNAMIC HT  -         530.648 (meters)    1740.97  (feet)  COMP
 JW0551  MODELED GRAV-     979,974.2   (mgal)                       NAVD 88
 JW0551
 JW0551  VERT ORDER  -  FIRST     CLASS II
 JW0551
 JW0551.The horizontal coordinates were scaled from a topographic map and have
 JW0551.an estimated accuracy of +/- 6 seconds.
 JW0551
 JW0551.The orthometric height was determined by differential leveling
 JW0551.and adjusted by the National Geodetic Survey in June 1991..
 JW0551
 JW0551.The geoid height was determined by GEOID03.
 JW0551
 JW0551.The dynamic height is computed by dividing the NAVD 88
 JW0551.geopotential number by the normal gravity value computed on the
 JW0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0551.degrees latitude (g = 980.6199 gals.).
 JW0551
 JW0551.The modeled gravity was interpolated from observed gravity values.
 JW0551
 JW0551;                    North         East    Units  Estimated Accuracy
 JW0551;SPC PA S     -    62,190.      475,140.      MT  (+/- 180 meters Scaled)
 JW0551
 JW0551                          SUPERSEDED SURVEY CONTROL
 JW0551
 JW0551  NGVD 29 (??/??/92)  531.096  (m)         1742.44   (f) ADJ UNCH    1 2
 JW0551
 JW0551.Superseded values are not recommended for survey control.
 JW0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0551.See file dsdata.txt to determine how the superseded data were derived.
 JW0551
 JW0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE530164(NAD 83)
 JW0551_MARKER: DD = SURVEY DISK
 JW0551_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0551_SP_SET: DRAIN
 JW0551_STAMPING: 1742 PENN
 JW0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0551
 JW0551  HISTORY     - Date     Condition        Report By
 JW0551  HISTORY     - UNK      MONUMENTED       USGS
 JW0551  HISTORY     - 1941     GOOD             NGS
 JW0551
 JW0551                          STATION DESCRIPTION
 JW0551
 JW0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JW0551'AT CASSELMAN.
 JW0551'AT CASSELMAN, SOMERSET COUNTY, ON THE BALTIMORE AND OHIO RAILROAD
 JW0551'275 FEET EAST OF THE STATION, 30 FEET WEST OF THE CENTERLINE OF
 JW0551'AN OLD ROAD, 19 FEET SOUTHEAST OF THE THIRD POLE EAST OF THE
 JW0551'STATION, 5.7 FEET NORTH OF THE NORTH RAIL OF THE WEST BOUND TRACK,
 JW0551'IN THE SOUTH CORNER OF A CONCRETE DRAIN, AND 2 FEET LOWER THAN
 JW0551'THE TRACK.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 JW0551'1742 PENN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2121 ***********************************************************************
 MA2121  DESIGNATION -  175 HBC ET
 MA2121  PID         -  MA2121
 MA2121  STATE/COUNTY-  PA/WARREN
 MA2121  USGS QUAD   -  GRAND VALLEY (1973)
 MA2121
 MA2121                         *CURRENT SURVEY CONTROL
 MA2121  ___________________________________________________________________
 MA2121* NAD 83(1992)-  41 44 10.72514(N)    079 36 25.76305(W)     ADJUSTED  
 MA2121* NAVD 88     -       509.69   (+/-2cm)    1672.2    (feet)  VERTCON   
 MA2121  ___________________________________________________________________
 MA2121  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 MA2121  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 MA2121
 MA2121  HORZ ORDER  -  THIRD
 MA2121  VERT ORDER  -  THIRD ? (See Below)
 MA2121
 MA2121.The horizontal coordinates were established by classical geodetic methods
 MA2121.and adjusted by the National Geodetic Survey in June 2002..
 MA2121
 MA2121.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2121.The vertical order pertains to the NGVD 29 superseded value.
 MA2121
 MA2121.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2121
 MA2121.The geoid height was determined by GEOID03.
 MA2121
 MA2121;                    North         East     Units Scale Factor Converg.
 MA2121;SPC PA N     -   175,973.801   445,515.700   MT  0.99997230   -1 13 42.9
 MA2121;SPC PA N     -   577,340.71  1,461,662.76   sFT  0.99997230   -1 13 42.9
 MA2121;UTM  17      - 4,621,437.309   615,828.313   MT  0.99976509   +0 55 38.4
 MA2121
 MA2121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2121!SPC PA N     -   0.99992528  x   0.99997230  =   0.99989759
 MA2121!UTM  17      -   0.99992528  x   0.99976509  =   0.99969039
 MA2121
 MA2121|---------------------------------------------------------------------|
 MA2121| PID    Reference Object                     Distance      Geod. Az  |
 MA2121|                                                           dddmmss.s |
 MA2121| MA2123 STA B6 PT 1                         285.013 METERS 19543     |
 MA2121| MA2124 STA B7 PT 1                         271.206 METERS 19730     |
 MA2121|---------------------------------------------------------------------|
 MA2121
 MA2121                          SUPERSEDED SURVEY CONTROL
 MA2121
 MA2121  NAD 83(1996)-  41 44 10.72611(N)    079 36 25.76255(W) AD(       ) 3
 MA2121  NAD 83(1986)-  41 44 10.72840(N)    079 36 25.76194(W) AD(       ) 3
 MA2121  NAD 27      -  41 44 10.51560(N)    079 36 26.56336(W) AD(       ) 3
 MA2121  NGVD 29 (07/19/86)  509.84   (m)         1672.7    (f) LEVELING    3  
 MA2121
 MA2121.Superseded values are not recommended for survey control.
 MA2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2121.See file dsdata.txt to determine how the superseded data were derived.
 MA2121
 MA2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG1582821437(NAD 83)
 MA2121_MARKER: DD = SURVEY DISK
 MA2121_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MA2121_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MA2121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA2121
 MA2121  HISTORY     - Date     Condition        Report By
 MA2121  HISTORY     - 1966     MONUMENTED       USGS
 MA2121
 MA2121                          STATION DESCRIPTION
 MA2121
 MA2121'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 MA2121'GRAND VALLEY, 3.7 MI WNW. OF, 4.9 I SW. OF EAST BRANCH, ALONG
 MA2121'MACADAM RD. TO GRAVELED RD., 47 FT W. OF CENTERLINE OF MACADAM RD.,
 MA2121'21 FT S. OF CENTERLINE OF GRAVELED RD., 5 FT SE. OF POWER POLE, 2 FT
 MA2121'NE. OF WITNESS POST, CRIMPED TO TOP OF COPPER-COATED STEEL ROD DRIVEN
 MA2121'TO REFUSAL, STANDARD DISK STAMPED---175 HBC 1966 ET---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1111 ***********************************************************************
 LZ1111  DESIGNATION -  1753.4
 LZ1111  PID         -  LZ1111
 LZ1111  STATE/COUNTY-  PA/CLINTON
 LZ1111  USGS QUAD   -  JERSEY MILLS (1983)
 LZ1111
 LZ1111                         *CURRENT SURVEY CONTROL
 LZ1111  ___________________________________________________________________
 LZ1111* NAD 83(1986)-  41 18 47.     (N)    077 28 15.     (W)     SCALED    
 LZ1111* NAVD 88     -       534.386  (meters)    1753.23   (feet)  ADJUSTED  
 LZ1111  ___________________________________________________________________
 LZ1111  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 LZ1111  DYNAMIC HT  -         534.128 (meters)    1752.38  (feet)  COMP
 LZ1111  MODELED GRAV-     980,124.8   (mgal)                       NAVD 88
 LZ1111
 LZ1111  VERT ORDER  -  SECOND    CLASS 0
 LZ1111
 LZ1111.The horizontal coordinates were scaled from a topographic map and have
 LZ1111.an estimated accuracy of +/- 6 seconds.
 LZ1111
 LZ1111.The orthometric height was determined by differential leveling
 LZ1111.and adjusted by the National Geodetic Survey in June 1991..
 LZ1111
 LZ1111.The geoid height was determined by GEOID03.
 LZ1111
 LZ1111.The dynamic height is computed by dividing the NAVD 88
 LZ1111.geopotential number by the normal gravity value computed on the
 LZ1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1111.degrees latitude (g = 980.6199 gals.).
 LZ1111
 LZ1111.The modeled gravity was interpolated from observed gravity values.
 LZ1111
 LZ1111;                    North         East    Units  Estimated Accuracy
 LZ1111;SPC PA N     -   127,350.      623,380.      MT  (+/- 180 meters Scaled)
 LZ1111
 LZ1111                          SUPERSEDED SURVEY CONTROL
 LZ1111
 LZ1111  NGVD 29 (??/??/92)  534.571  (m)         1753.84   (f) ADJ UNCH    2 0
 LZ1111
 LZ1111.Superseded values are not recommended for survey control.
 LZ1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1111.See file dsdata.txt to determine how the superseded data were derived.
 LZ1111
 LZ1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL931764(NAD 83)
 LZ1111_MARKER: N = NAIL
 LZ1111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1111_SP_SET: WHITE PINE TREE ROOT
 LZ1111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1111
 LZ1111  HISTORY     - Date     Condition        Report By
 LZ1111  HISTORY     - UNK      MONUMENTED       USGS
 LZ1111  HISTORY     - 1935     GOOD             NGS
 LZ1111
 LZ1111                          STATION DESCRIPTION
 LZ1111
 LZ1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ1111'1 MI S FROM HANEYVILLE.
 LZ1111'1.0 MILE SOUTH ALONG TOWNSHIP ROAD 18012 FROM HANEYVILLE, AT
 LZ1111'HIGHWAY STATION 6-99+00, 400 YARDS SOUTH OF THE HANEYVILLE CHURCH,
 LZ1111'120 FEET SOUTH OF A 2-STORY YELLOW FRAME HOUSE, 30 FEET EAST OF
 LZ1111'THE CENTER LINE OF THE DIRT ROAD, 6 FEET SOUTH OF THE CENTER LINE
 LZ1111'OF THE WALKER ROAD, AND IN THE NORTH ROOT OF A 28-INCH WHITE PINE
 LZ1111'TREE PAINTED B M 1753.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0150 ***********************************************************************
 KX0150  DESIGNATION -  1757
 KX0150  PID         -  KX0150
 KX0150  STATE/COUNTY-  PA/CLEARFIELD
 KX0150  USGS QUAD   -  PHILIPSBURG (1994)
 KX0150
 KX0150                         *CURRENT SURVEY CONTROL
 KX0150  ___________________________________________________________________
 KX0150* NAD 83(1986)-  40 58 14.     (N)    078 14 11.     (W)     SCALED    
 KX0150* NAVD 88     -       535.335  (meters)    1756.34   (feet)  ADJUSTED  
 KX0150  ___________________________________________________________________
 KX0150  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KX0150  DYNAMIC HT  -         535.070 (meters)    1755.48  (feet)  COMP
 KX0150  MODELED GRAV-     980,110.5   (mgal)                       NAVD 88
 KX0150
 KX0150  VERT ORDER  -  FIRST     CLASS I
 KX0150
 KX0150.The horizontal coordinates were scaled from a topographic map and have
 KX0150.an estimated accuracy of +/- 6 seconds.
 KX0150
 KX0150.The orthometric height was determined by differential leveling
 KX0150.and adjusted by the National Geodetic Survey in June 1991..
 KX0150
 KX0150.The geoid height was determined by GEOID03.
 KX0150
 KX0150.The dynamic height is computed by dividing the NAVD 88
 KX0150.geopotential number by the normal gravity value computed on the
 KX0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0150.degrees latitude (g = 980.6199 gals.).
 KX0150
 KX0150.The modeled gravity was interpolated from observed gravity values.
 KX0150
 KX0150;                    North         East    Units  Estimated Accuracy
 KX0150;SPC PA N     -    89,390.      559,060.      MT  (+/- 180 meters Scaled)
 KX0150
 KX0150                          SUPERSEDED SURVEY CONTROL
 KX0150
 KX0150  NGVD 29 (??/??/92)  535.499  (m)         1756.88   (f) ADJ UNCH    1 1
 KX0150
 KX0150.Superseded values are not recommended for survey control.
 KX0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0150.See file dsdata.txt to determine how the superseded data were derived.
 KX0150
 KX0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF325391(NAD 83)
 KX0150_MARKER: DD = SURVEY DISK
 KX0150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0150_SP_SET: CONCRETE PLATFORM
 KX0150_STAMPING: 1757 R 6 1927
 KX0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0150
 KX0150  HISTORY     - Date     Condition        Report By
 KX0150  HISTORY     - 1927     MONUMENTED       USGS
 KX0150  HISTORY     - 1966     GOOD             NGS
 KX0150
 KX0150                          STATION DESCRIPTION
 KX0150
 KX0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0150'9.3 MI N FROM PHILIPSBURG.
 KX0150'ABOUT 6.0 MILES NORTHWEST ALONG THE CLEARFIELD BRANCH OF THE
 KX0150'PENNSYLVANIA RAILROAD FROM THE FREIGHT STATION AT PHILIPSBURG,
 KX0150'THENCE 0.2 MILE SOUTHEAST ALONG A PAVED ROAD, THENCE 1.9 MILES
 KX0150'EAST ALONG A GRAVELED ROAD, THENCE 0.7 MILE NORTHEAST ALONG A
 KX0150'PAVED ROAD, THENCE 0.5 MILE EAST ALONG A PAVED ROAD, AT THE
 KX0150'SOUTHEAST CORNER OF THE ALBERT AIRPORT, 59 FEET SOUTHEAST OF THE
 KX0150'CENTER OF AN INTERSECTION OF THE PAVED ROAD AND A NORTH-SOUTH ROAD,
 KX0150'47 FEET SOUTH OF THE CENTER LINE OF THE PAVED ROAD, 52 FEET EAST
 KX0150'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, SET IN THE TOP OF THE
 KX0150'NORTHWEST CORNER OF A CONCRETE PLATFORM SURROUNDING A WELL,
 KX0150'8 FEET WEST OF THE WEST FACE OF THE JAMES ROTHROCK RESIDENCE,
 KX0150'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1108 ***********************************************************************
 LZ1108  DESIGNATION -  1757.1
 LZ1108  PID         -  LZ1108
 LZ1108  STATE/COUNTY-  PA/CLINTON
 LZ1108  USGS QUAD   -  JERSEY MILLS (1983)
 LZ1108
 LZ1108                         *CURRENT SURVEY CONTROL
 LZ1108  ___________________________________________________________________
 LZ1108* NAD 83(1986)-  41 18 08.     (N)    077 27 13.     (W)     SCALED    
 LZ1108* NAVD 88     -       535.529  (meters)    1756.98   (feet)  ADJUSTED  
 LZ1108  ___________________________________________________________________
 LZ1108  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 LZ1108  DYNAMIC HT  -         535.272 (meters)    1756.14  (feet)  COMP
 LZ1108  MODELED GRAV-     980,126.7   (mgal)                       NAVD 88
 LZ1108
 LZ1108  VERT ORDER  -  SECOND    CLASS 0
 LZ1108
 LZ1108.The horizontal coordinates were scaled from a topographic map and have
 LZ1108.an estimated accuracy of +/- 6 seconds.
 LZ1108
 LZ1108.The orthometric height was determined by differential leveling
 LZ1108.and adjusted by the National Geodetic Survey in June 1991..
 LZ1108
 LZ1108.The geoid height was determined by GEOID03.
 LZ1108
 LZ1108.The dynamic height is computed by dividing the NAVD 88
 LZ1108.geopotential number by the normal gravity value computed on the
 LZ1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1108.degrees latitude (g = 980.6199 gals.).
 LZ1108
 LZ1108.The modeled gravity was interpolated from observed gravity values.
 LZ1108
 LZ1108;                    North         East    Units  Estimated Accuracy
 LZ1108;SPC PA N     -   126,150.      624,820.      MT  (+/- 180 meters Scaled)
 LZ1108
 LZ1108                          SUPERSEDED SURVEY CONTROL
 LZ1108
 LZ1108  NGVD 29 (??/??/92)  535.716  (m)         1757.59   (f) ADJ UNCH    2 0
 LZ1108
 LZ1108.Superseded values are not recommended for survey control.
 LZ1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1108.See file dsdata.txt to determine how the superseded data were derived.
 LZ1108
 LZ1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL945752(NAD 83)
 LZ1108_MARKER: N = NAIL
 LZ1108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1108_SP_SET: BUTTERNUT TREE ROOT
 LZ1108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1108
 LZ1108  HISTORY     - Date     Condition        Report By
 LZ1108  HISTORY     - UNK      MONUMENTED       USGS
 LZ1108  HISTORY     - 1935     GOOD             NGS
 LZ1108
 LZ1108                          STATION DESCRIPTION
 LZ1108
 LZ1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ1108'2 MI S FROM HANEYVILLE.
 LZ1108'2.0 MILES SOUTH ALONG TOWNSHIP ROAD 18012 FROM HANEYVILLE, AT
 LZ1108'HIGHWAY STATION 6-38+70, AT THE WALTER HOLIDAY PROPERTY, 69 FEET
 LZ1108'EAST OF THE CENTER LINE OF THE ROAD, 33 FEET SOUTHWEST OF THE
 LZ1108'SOUTHWEST CORNER OF A 2-STORY HOUSE, 20 FEET SOUTH OF THE CENTER
 LZ1108'LINE OF A DRIVEWAY TO THE HOUSE, AND IN THE NORTHWEST ROOT OF
 LZ1108'AN 18-INCH BUTTERNUT TREE PAINTED 1757.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0416 ***********************************************************************
 MA0416  DESIGNATION -  176.80
 MA0416  PID         -  MA0416
 MA0416  STATE/COUNTY-  PA/ELK
 MA0416  USGS QUAD   -  RIDGWAY (1988)
 MA0416
 MA0416                         *CURRENT SURVEY CONTROL
 MA0416  ___________________________________________________________________
 MA0416* NAD 83(1986)-  41 25 14.     (N)    078 44 56.     (W)     SCALED    
 MA0416* NAVD 88     -       417.820  (meters)    1370.80   (feet)  ADJUSTED  
 MA0416  ___________________________________________________________________
 MA0416  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 MA0416  DYNAMIC HT  -         417.638 (meters)    1370.20  (feet)  COMP
 MA0416  MODELED GRAV-     980,176.0   (mgal)                       NAVD 88
 MA0416
 MA0416  VERT ORDER  -  FIRST     CLASS I
 MA0416
 MA0416.The horizontal coordinates were scaled from a topographic map and have
 MA0416.an estimated accuracy of +/- 6 seconds.
 MA0416
 MA0416.The orthometric height was determined by differential leveling
 MA0416.and adjusted by the National Geodetic Survey in June 1991..
 MA0416
 MA0416.The geoid height was determined by GEOID03.
 MA0416
 MA0416.The dynamic height is computed by dividing the NAVD 88
 MA0416.geopotential number by the normal gravity value computed on the
 MA0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0416.degrees latitude (g = 980.6199 gals.).
 MA0416
 MA0416.The modeled gravity was interpolated from observed gravity values.
 MA0416
 MA0416;                    North         East    Units  Estimated Accuracy
 MA0416;SPC PA N     -   139,730.      516,500.      MT  (+/- 180 meters Scaled)
 MA0416
 MA0416                          SUPERSEDED SURVEY CONTROL
 MA0416
 MA0416  NGVD 29 (??/??/92)  417.983  (m)         1371.33   (f) ADJ UNCH    1 1
 MA0416
 MA0416.Superseded values are not recommended for survey control.
 MA0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0416.See file dsdata.txt to determine how the superseded data were derived.
 MA0416
 MA0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF881878(NAD 83)
 MA0416_MARKER: DD = SURVEY DISK
 MA0416_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0416_SP_SET: ABUTMENT
 MA0416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0416+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2005
 MA0416
 MA0416  HISTORY     - Date     Condition        Report By
 MA0416  HISTORY     - UNK      MONUMENTED       BORR
 MA0416  HISTORY     - 1967     GOOD             NGS
 MA0416  HISTORY     - 20040427 GOOD             USPSQD
 MA0416  HISTORY     - 20050516 GOOD             PADT
 MA0416
 MA0416                          STATION DESCRIPTION
 MA0416
 MA0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0416'1 MI W FROM RIDGWAY.
 MA0416'ABOUT 0.1 MILE NORTHWEST ALONG SOUTH MILL AVENUE FROM THE POST
 MA0416'OFFICE AT RIDGWAY, THENCE 0.5 MILE WEST ALONG WEST MAIN STREET,
 MA0416'THENCE 0.45 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD,
 MA0416'6 FEET SOUTH OF THE SOUTH RAIL OF THE TRACKS, SET IN THE TOP OF
 MA0416'THE SOUTH END OF THE EAST STONE ABUTMENT OF A RAILROAD BRIDGE,
 MA0416'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS.
 MA0416
 MA0416                          STATION RECOVERY (2004)
 MA0416
 MA0416'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0416'RECOVERED IN GOOD CONDITION.
 MA0416
 MA0416                          STATION RECOVERY (2005)
 MA0416
 MA0416'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (SAC)
 MA0416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0455 ***********************************************************************
 JW0455  DESIGNATION -  178
 JW0455  PID         -  JW0455
 JW0455  STATE/COUNTY-  PA/SOMERSET
 JW0455  USGS QUAD   -  FAIRHOPE (1973)
 JW0455
 JW0455                         *CURRENT SURVEY CONTROL
 JW0455  ___________________________________________________________________
 JW0455* NAD 83(1986)-  39 48 47.     (N)    078 50 53.     (W)     SCALED    
 JW0455* NAVD 88     -       502.174  (meters)    1647.55   (feet)  ADJUSTED  
 JW0455  ___________________________________________________________________
 JW0455  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 JW0455  DYNAMIC HT  -         501.845 (meters)    1646.47  (feet)  COMP
 JW0455  MODELED GRAV-     979,955.8   (mgal)                       NAVD 88
 JW0455
 JW0455  VERT ORDER  -  FIRST     CLASS II
 JW0455
 JW0455.The horizontal coordinates were scaled from a topographic map and have
 JW0455.an estimated accuracy of +/- 6 seconds.
 JW0455
 JW0455.The orthometric height was determined by differential leveling
 JW0455.and adjusted by the National Geodetic Survey in June 1991..
 JW0455
 JW0455.The geoid height was determined by GEOID03.
 JW0455
 JW0455.The dynamic height is computed by dividing the NAVD 88
 JW0455.geopotential number by the normal gravity value computed on the
 JW0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0455.degrees latitude (g = 980.6199 gals.).
 JW0455
 JW0455.The modeled gravity was interpolated from observed gravity values.
 JW0455
 JW0455;                    North         East    Units  Estimated Accuracy
 JW0455;SPC PA S     -    53,850.      505,980.      MT  (+/- 180 meters Scaled)
 JW0455
 JW0455                          SUPERSEDED SURVEY CONTROL
 JW0455
 JW0455  NGVD 29 (??/??/92)  502.289  (m)         1647.93   (f) ADJ UNCH    1 2
 JW0455
 JW0455.Superseded values are not recommended for survey control.
 JW0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0455.See file dsdata.txt to determine how the superseded data were derived.
 JW0455
 JW0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE841092(NAD 83)
 JW0455_MARKER: B = BOLT
 JW0455_SETTING: 66 = SET IN ROCK OUTCROP
 JW0455_SP_SET: OUTCROP
 JW0455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0455+STABILITY: POSITION/ELEVATION WELL
 JW0455
 JW0455  HISTORY     - Date     Condition        Report By
 JW0455  HISTORY     - UNK      MONUMENTED       BORR
 JW0455  HISTORY     - 1941     GOOD             NGS
 JW0455
 JW0455                          STATION DESCRIPTION
 JW0455
 JW0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JW0455'0.6 MI SW FROM GLENCOE.
 JW0455'0.6 MILE SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0455'GLENCOE, SOMERSET COUNTY, 101.5 FEET SOUTHEAST OF THE NORTH END
 JW0455'OF A LONG CONCRETE RETAINING WALL, 7.7 FEET EAST OF THE EAST RAIL,
 JW0455'IN A ROCK OUTCROP, AND LEVEL WITH THE RAIL.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0221 ***********************************************************************
 LZ0221  DESIGNATION -  1786.7
 LZ0221  PID         -  LZ0221
 LZ0221  STATE/COUNTY-  PA/SULLIVAN
 LZ0221  USGS QUAD   -  LAPORTE (1981)
 LZ0221
 LZ0221                         *CURRENT SURVEY CONTROL
 LZ0221  ___________________________________________________________________
 LZ0221* NAD 83(1986)-  41 25 48.     (N)    076 29 25.     (W)     SCALED    
 LZ0221* NAVD 88     -       517.997  (meters)    1699.46   (feet)  ADJUSTED  
 LZ0221  ___________________________________________________________________
 LZ0221  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 LZ0221  DYNAMIC HT  -         517.759 (meters)    1698.68  (feet)  COMP
 LZ0221  MODELED GRAV-     980,147.7   (mgal)                       NAVD 88
 LZ0221
 LZ0221  VERT ORDER  -  SECOND    CLASS 0
 LZ0221
 LZ0221.The horizontal coordinates were scaled from a topographic map and have
 LZ0221.an estimated accuracy of +/- 6 seconds.
 LZ0221
 LZ0221.The orthometric height was determined by differential leveling
 LZ0221.and adjusted by the National Geodetic Survey in June 1991..
 LZ0221
 LZ0221.The geoid height was determined by GEOID03.
 LZ0221
 LZ0221.The dynamic height is computed by dividing the NAVD 88
 LZ0221.geopotential number by the normal gravity value computed on the
 LZ0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0221.degrees latitude (g = 980.6199 gals.).
 LZ0221
 LZ0221.The modeled gravity was interpolated from observed gravity values.
 LZ0221
 LZ0221;                    North         East    Units  Estimated Accuracy
 LZ0221;SPC PA N     -   141,060.      705,290.      MT  (+/- 180 meters Scaled)
 LZ0221
 LZ0221                          SUPERSEDED SURVEY CONTROL
 LZ0221
 LZ0221  NGVD 29 (??/??/92)  518.15   (m)         1700.0    (f) COMPUTED    2 0
 LZ0221
 LZ0221.Superseded values are not recommended for survey control.
 LZ0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0221.See file dsdata.txt to determine how the superseded data were derived.
 LZ0221
 LZ0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL754875(NAD 83)
 LZ0221_MARKER: Q = CHISELED SQUARE
 LZ0221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0221_SP_SET: CULVERT
 LZ0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0221
 LZ0221  HISTORY     - Date     Condition        Report By
 LZ0221  HISTORY     - UNK      MONUMENTED       USGS
 LZ0221  HISTORY     - 1934     GOOD             NGS
 LZ0221
 LZ0221                          STATION DESCRIPTION
 LZ0221
 LZ0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0221'1.5 MI S FROM LAPORTE.
 LZ0221'1.5 MILES SOUTH ALONG THE ABANDONED WILLIAMSPORT AND NORTH
 LZ0221'BRANCH RAILWAY FROM THE COURTHOUSE AT LAPORTE, SULLIVAN COUNTY,
 LZ0221'AND ON THE EAST END OF A 30-INCH CAST-IRON CULVERT.  A CHISLED
 LZ0221'SQUARE NEAR THE LETTERS U.S.T.B.M. 1786.7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1372 ***********************************************************************
 LZ1372  DESIGNATION -  1793.96
 LZ1372  PID         -  LZ1372
 LZ1372  STATE/COUNTY-  PA/POTTER
 LZ1372  USGS QUAD   -  CHERRY SPRINGS (1994)
 LZ1372
 LZ1372                         *CURRENT SURVEY CONTROL
 LZ1372  ___________________________________________________________________
 LZ1372* NAD 83(1986)-  41 40 03.     (N)    077 46 41.     (W)     SCALED    
 LZ1372* NAVD 88     -       546.75   (+/-2cm)    1793.8    (feet)  VERTCON   
 LZ1372  ___________________________________________________________________
 LZ1372  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 LZ1372
 LZ1372  VERT ORDER  -  ? (See Below)
 LZ1372
 LZ1372.The horizontal coordinates were scaled from a topographic map and have
 LZ1372.an estimated accuracy of +/- 6 seconds.
 LZ1372
 LZ1372.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1372.The vertical order pertains to the NGVD 29 superseded value.
 LZ1372
 LZ1372.The geoid height was determined by GEOID03.
 LZ1372
 LZ1372;                    North         East    Units  Estimated Accuracy
 LZ1372;SPC PA N     -   166,680.      597,660.      MT  (+/- 180 meters Scaled)
 LZ1372
 LZ1372                          SUPERSEDED SURVEY CONTROL
 LZ1372
 LZ1372  NGVD 29 (??/??/92)  546.875  (m)         1794.21   (f) ADJ UNCH    ?  
 LZ1372
 LZ1372.Superseded values are not recommended for survey control.
 LZ1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1372.See file dsdata.txt to determine how the superseded data were derived.
 LZ1372
 LZ1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM687165(NAD 83)
 LZ1372_MARKER: X = CHISELED CROSS
 LZ1372_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1372_SP_SET: WATER TANK
 LZ1372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1372
 LZ1372  HISTORY     - Date     Condition        Report By
 LZ1372  HISTORY     - UNK      MONUMENTED       BORR
 LZ1372  HISTORY     - 1934     GOOD             NGS
 LZ1372
 LZ1372                          STATION DESCRIPTION
 LZ1372
 LZ1372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1372'8.6 MI W FROM GALETON.
 LZ1372'8.6 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 LZ1372'GALETON, POTTER COUNTY, ABOUT 3.7 MILES EAST OF CHERRY SPRINGS,
 LZ1372'AT VAN HAUSEN, ABOUT 2,230 FEET EAST OF MILEPOST 134, AT
 LZ1372'SWITCH-BACK LEAD 5, AT A WATER TANK, IN THE SOUTH FACE OF THE
 LZ1372'STONE FOUNDATION, 10 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 LZ1372'AND 1/2 FOOT HIGHER THAN THE TOP OF THE RAIL.  A CHISELED CROSS
 LZ1372'IN A CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0924 ***********************************************************************
 MA0924  DESIGNATION -  1796.2
 MA0924  PID         -  MA0924
 MA0924  STATE/COUNTY-  PA/FOREST
 MA0924  USGS QUAD   -  LYNCH (1977)
 MA0924
 MA0924                         *CURRENT SURVEY CONTROL
 MA0924  ___________________________________________________________________
 MA0924* NAD 83(1986)-  41 30 51.     (N)    079 03 48.     (W)     SCALED    
 MA0924* NAVD 88     -       547.442  (meters)    1796.07   (feet)  ADJUSTED  
 MA0924  ___________________________________________________________________
 MA0924  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 MA0924  DYNAMIC HT  -         547.199 (meters)    1795.27  (feet)  COMP
 MA0924  MODELED GRAV-     980,161.5   (mgal)                       NAVD 88
 MA0924
 MA0924  VERT ORDER  -  SECOND    CLASS 0
 MA0924
 MA0924.The horizontal coordinates were scaled from a topographic map and have
 MA0924.an estimated accuracy of +/- 6 seconds.
 MA0924
 MA0924.The orthometric height was determined by differential leveling
 MA0924.and adjusted by the National Geodetic Survey in June 1991..
 MA0924
 MA0924.The geoid height was determined by GEOID03.
 MA0924
 MA0924.The dynamic height is computed by dividing the NAVD 88
 MA0924.geopotential number by the normal gravity value computed on the
 MA0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0924.degrees latitude (g = 980.6199 gals.).
 MA0924
 MA0924.The modeled gravity was interpolated from observed gravity values.
 MA0924
 MA0924;                    North         East    Units  Estimated Accuracy
 MA0924;SPC PA N     -   150,480.      490,370.      MT  (+/- 180 meters Scaled)
 MA0924
 MA0924                          SUPERSEDED SURVEY CONTROL
 MA0924
 MA0924  NGVD 29 (??/??/92)  547.570  (m)         1796.49   (f) ADJ UNCH    2 0
 MA0924
 MA0924.Superseded values are not recommended for survey control.
 MA0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0924.See file dsdata.txt to determine how the superseded data were derived.
 MA0924
 MA0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF616976(NAD 83)
 MA0924_MARKER: Q = CHISELED SQUARE
 MA0924_SETTING: 80 = SET IN A BOULDER
 MA0924_SP_SET: BOULDER
 MA0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0924+STABILITY: SURFACE MOTION
 MA0924
 MA0924  HISTORY     - Date     Condition        Report By
 MA0924  HISTORY     - UNK      MONUMENTED       USGS
 MA0924  HISTORY     - 1935     GOOD             NGS
 MA0924
 MA0924                          STATION DESCRIPTION
 MA0924
 MA0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA0924'1.1 MI SW FROM BYROMTOWN.
 MA0924'ABOUT 1.1 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0924'FROM THE STATION AT BYROMTOWN, FOREST COUNTY, ABOUT 70 FEET WEST
 MA0924'OF POLE 125+38, 48 FEET SOUTHWEST OF POLE 141, ABOUT 138 FEET
 MA0924'SOUTHWEST OF THE CENTER OF A DIRT-ROAD CROSSING, 48 FEET WEST
 MA0924'OF THE WEST RAIL, 15 FEET WEST OF THE CENTER LINE OF THE DIRT
 MA0924'ROAD, 12 FEET SOUTHEAST OF A WIRE FENCE, ON THE TOP OF A 5-
 MA0924'BY 5-FOOT BOULDER, 1 FOOT SOUTHEAST OF THE WEST CORNER, ABOUT
 MA0924'3 FEET LOWER THAN THE TRACK, AND ABOUT 2 FEET HIGHER THAN THE
 MA0924'ROADWAY.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0899 ***********************************************************************
 MA0899  DESIGNATION -  18
 MA0899  PID         -  MA0899
 MA0899  STATE/COUNTY-  PA/WARREN
 MA0899  USGS QUAD   -  SHEFFIELD (1973)
 MA0899
 MA0899                         *CURRENT SURVEY CONTROL
 MA0899  ___________________________________________________________________
 MA0899* NAD 83(1986)-  41 42 11.     (N)    079 01 58.     (W)     SCALED    
 MA0899* NAVD 88     -       408.911  (meters)    1341.57   (feet)  ADJUSTED  
 MA0899  ___________________________________________________________________
 MA0899  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 MA0899  DYNAMIC HT  -         408.741 (meters)    1341.01  (feet)  COMP
 MA0899  MODELED GRAV-     980,195.0   (mgal)                       NAVD 88
 MA0899
 MA0899  VERT ORDER  -  SECOND    CLASS 0
 MA0899
 MA0899.The horizontal coordinates were scaled from a topographic map and have
 MA0899.an estimated accuracy of +/- 6 seconds.
 MA0899
 MA0899.The orthometric height was determined by differential leveling
 MA0899.and adjusted by the National Geodetic Survey in June 1991..
 MA0899.WARNING-Repeat measurements at this control monument indicate possible
 MA0899.vertical movement.
 MA0899
 MA0899.The geoid height was determined by GEOID03.
 MA0899
 MA0899.The dynamic height is computed by dividing the NAVD 88
 MA0899.geopotential number by the normal gravity value computed on the
 MA0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0899.degrees latitude (g = 980.6199 gals.).
 MA0899
 MA0899.The modeled gravity was interpolated from observed gravity values.
 MA0899
 MA0899;                    North         East    Units  Estimated Accuracy
 MA0899;SPC PA N     -   171,410.      493,240.      MT  (+/- 180 meters Scaled)
 MA0899
 MA0899                          SUPERSEDED SURVEY CONTROL
 MA0899
 MA0899  NGVD 29 (??/??/92)  409.061  (m)         1342.06   (f) ADJ UNCH    2 0
 MA0899
 MA0899.Superseded values are not recommended for survey control.
 MA0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0899.See file dsdata.txt to determine how the superseded data were derived.
 MA0899
 MA0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG636186(NAD 83)
 MA0899_MARKER: Q = CHISELED SQUARE
 MA0899_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0899_SP_SET: WINDOW SILL
 MA0899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0899
 MA0899  HISTORY     - Date     Condition        Report By
 MA0899  HISTORY     - UNK      MONUMENTED       PRR
 MA0899  HISTORY     - 1968     GOOD             NGS
 MA0899
 MA0899                          STATION DESCRIPTION
 MA0899
 MA0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MA0899'AT SHEFFIELD.
 MA0899'AT SHEFFIELD, WARREN COUNTY, AT THE NORTH SIDE OF THE
 MA0899'PENNSYLVANIA RAILROAD STATION, IN THE TOP OF THE STONE WINDOW
 MA0899'SILL OF THE MENS WAITING ROOM, AND ABOUT 2 FEET ABOVE THE
 MA0899'GROUND.  A CHISELED SQUARE, NEAR THE LETTERS B.M. 18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1218 ***********************************************************************
 LZ1218  DESIGNATION -  18
 LZ1218  PID         -  LZ1218
 LZ1218  STATE/COUNTY-  PA/CENTRE
 LZ1218  USGS QUAD   -  BEECH CREEK (1973)
 LZ1218
 LZ1218                         *CURRENT SURVEY CONTROL
 LZ1218  ___________________________________________________________________
 LZ1218* NAD 83(1986)-  41 04 30.     (N)    077 35 33.     (W)     SCALED    
 LZ1218* NAVD 88     -       185.181  (meters)     607.55   (feet)  ADJUSTED  
 LZ1218  ___________________________________________________________________
 LZ1218  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 LZ1218  DYNAMIC HT  -         185.095 (meters)     607.27  (feet)  COMP
 LZ1218  MODELED GRAV-     980,160.0   (mgal)                       NAVD 88
 LZ1218
 LZ1218  VERT ORDER  -  SECOND    CLASS 0
 LZ1218
 LZ1218.The horizontal coordinates were scaled from a topographic map and have
 LZ1218.an estimated accuracy of +/- 6 seconds.
 LZ1218
 LZ1218.The orthometric height was determined by differential leveling
 LZ1218.and adjusted by the National Geodetic Survey in June 1991..
 LZ1218
 LZ1218.The geoid height was determined by GEOID03.
 LZ1218
 LZ1218.The dynamic height is computed by dividing the NAVD 88
 LZ1218.geopotential number by the normal gravity value computed on the
 LZ1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1218.degrees latitude (g = 980.6199 gals.).
 LZ1218
 LZ1218.The modeled gravity was interpolated from observed gravity values.
 LZ1218
 LZ1218;                    North         East    Units  Estimated Accuracy
 LZ1218;SPC PA N     -   100,890.      613,240.      MT  (+/- 180 meters Scaled)
 LZ1218
 LZ1218                          SUPERSEDED SURVEY CONTROL
 LZ1218
 LZ1218  NGVD 29 (??/??/92)  185.384  (m)          608.21   (f) ADJ UNCH    2 0
 LZ1218
 LZ1218.Superseded values are not recommended for survey control.
 LZ1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1218.See file dsdata.txt to determine how the superseded data were derived.
 LZ1218
 LZ1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL822503(NAD 83)
 LZ1218_MARKER: DD = SURVEY DISK
 LZ1218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1218_SP_SET: BRIDGE
 LZ1218_STAMPING: 18 SKS 1966
 LZ1218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1218
 LZ1218  HISTORY     - Date     Condition        Report By
 LZ1218  HISTORY     - 1966     MONUMENTED       USGS
 LZ1218  HISTORY     - 1969     GOOD             NGS
 LZ1218
 LZ1218                          STATION DESCRIPTION
 LZ1218
 LZ1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ1218'AT BEECH CREEK.
 LZ1218'AT BEECH CREEK, ABOUT 0.2 MILE SOUTHWEST ALONG U.S. HIGHWAY 220
 LZ1218'FROM THE POST OFFICE IN BEECH CREEK, 27.5 FEET NORTH OF THE
 LZ1218'CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST
 LZ1218'WINGWALL OF A BRIDGE OVER BEECH CREEK STREAM, AND IS ABOUT LEVEL
 LZ1218'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3384 ***********************************************************************
 KV3384  DESIGNATION -  18
 KV3384  PID         -  KV3384
 KV3384  STATE/COUNTY-  PA/BERKS
 KV3384  USGS QUAD   -  MANATAWNY (1973)
 KV3384
 KV3384                         *CURRENT SURVEY CONTROL
 KV3384  ___________________________________________________________________
 KV3384* NAD 83(1986)-  40 28 58.     (N)    075 44 30.     (W)     SCALED    
 KV3384* NAVD 88     -       140.575  (meters)     461.20   (feet)  ADJUSTED  
 KV3384  ___________________________________________________________________
 KV3384  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 KV3384  DYNAMIC HT  -         140.501 (meters)     460.96  (feet)  COMP
 KV3384  MODELED GRAV-     980,101.9   (mgal)                       NAVD 88
 KV3384
 KV3384  VERT ORDER  -  FIRST     CLASS II
 KV3384
 KV3384.The horizontal coordinates were scaled from a topographic map and have
 KV3384.an estimated accuracy of +/- 6 seconds.
 KV3384
 KV3384.The orthometric height was determined by differential leveling
 KV3384.and adjusted by the National Geodetic Survey in June 1991..
 KV3384
 KV3384.The geoid height was determined by GEOID03.
 KV3384
 KV3384.The dynamic height is computed by dividing the NAVD 88
 KV3384.geopotential number by the normal gravity value computed on the
 KV3384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3384.degrees latitude (g = 980.6199 gals.).
 KV3384
 KV3384.The modeled gravity was interpolated from observed gravity values.
 KV3384
 KV3384;                    North         East    Units  Estimated Accuracy
 KV3384;SPC PA S     -   129,570.      770,260.      MT  (+/- 180 meters Scaled)
 KV3384
 KV3384                          SUPERSEDED SURVEY CONTROL
 KV3384
 KV3384.No superseded survey control is available for this station.
 KV3384
 KV3384_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK371816(NAD 83)
 KV3384_MARKER: DD = SURVEY DISK
 KV3384_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV3384_SP_SET: ABUTMENT
 KV3384_STAMPING: 18
 KV3384_MARK LOGO: PADH  
 KV3384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3384+STABILITY: SURFACE MOTION
 KV3384_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3384+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2003
 KV3384
 KV3384  HISTORY     - Date     Condition        Report By
 KV3384  HISTORY     - UNK      MONUMENTED       PADH
 KV3384  HISTORY     - 1979     GOOD             NGS
 KV3384  HISTORY     - 19991114 GOOD             USPSQD
 KV3384  HISTORY     - 20031227 GOOD             USPSQD
 KV3384
 KV3384                          STATION DESCRIPTION
 KV3384
 KV3384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3384'2.5 MI SW FROM TOPTON.
 KV3384'2.5 MILES SOUTHWEST ALONG WEIS STREET ALSO CALLED LYONS ROAD FROM
 KV3384'THE JUNCTION OF SOUTH NOME AVENUE IN TOPTON TO THE MARK ON THE
 KV3384'LEFT, SET IN TOP OF THE SOUTHWEST ABUTMENT OF A BRIDGE OVER A CREEK,
 KV3384'21.2 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 1.5 FEET SOUTH OF
 KV3384'THE SOUTHWEST ABUTMENT OF THE BRIDGE.
 KV3384'THE MARK IS 1 FT BELOW ROAD.
 KV3384
 KV3384                          STATION RECOVERY (1999)
 KV3384
 KV3384'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV3384'RECOVERED IN GOOD CONDITION.
 KV3384
 KV3384                          STATION RECOVERY (2003)
 KV3384
 KV3384'RECOVERY NOTE BY US POWER SQUADRON 2003
 KV3384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0957 ***********************************************************************
 KX0957  DESIGNATION -  18
 KX0957  PID         -  KX0957
 KX0957  STATE/COUNTY-  PA/CLARION
 KX0957  USGS QUAD   -  DISTANT (1993)
 KX0957
 KX0957                         *CURRENT SURVEY CONTROL
 KX0957  ___________________________________________________________________
 KX0957* NAD 83(1986)-  40 59 08.     (N)    079 22 28.     (W)     SCALED    
 KX0957* NAVD 88     -       319.499  (meters)    1048.22   (feet)  ADJUSTED  
 KX0957  ___________________________________________________________________
 KX0957  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KX0957  DYNAMIC HT  -         319.344 (meters)    1047.71  (feet)  COMP
 KX0957  MODELED GRAV-     980,131.7   (mgal)                       NAVD 88
 KX0957
 KX0957  VERT ORDER  -  SECOND    CLASS 0
 KX0957
 KX0957.The horizontal coordinates were scaled from a topographic map and have
 KX0957.an estimated accuracy of +/- 6 seconds.
 KX0957
 KX0957.The orthometric height was determined by differential leveling
 KX0957.and adjusted by the National Geodetic Survey in June 1991..
 KX0957
 KX0957.The geoid height was determined by GEOID03.
 KX0957
 KX0957.The dynamic height is computed by dividing the NAVD 88
 KX0957.geopotential number by the normal gravity value computed on the
 KX0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0957.degrees latitude (g = 980.6199 gals.).
 KX0957
 KX0957.The modeled gravity was interpolated from observed gravity values.
 KX0957
 KX0957;                    North         East    Units  Estimated Accuracy
 KX0957;SPC PA N     -    92,220.      463,310.      MT  (+/- 180 meters Scaled)
 KX0957
 KX0957                          SUPERSEDED SURVEY CONTROL
 KX0957
 KX0957  NGVD 29 (??/??/92)  319.667  (m)         1048.77   (f) ADJ UNCH    2 0
 KX0957
 KX0957.Superseded values are not recommended for survey control.
 KX0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0957.See file dsdata.txt to determine how the superseded data were derived.
 KX0957
 KX0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF367384(NAD 83)
 KX0957_MARKER: DD = SURVEY DISK
 KX0957_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0957_SP_SET: WALL
 KX0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0957
 KX0957  HISTORY     - Date     Condition        Report By
 KX0957  HISTORY     - UNK      MONUMENTED       PRR
 KX0957  HISTORY     - 1935     GOOD             NGS
 KX0957
 KX0957                          STATION DESCRIPTION
 KX0957
 KX0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0957'3.5 MI W FROM NEW BETHLEHEM.
 KX0957'3.5 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0957'AT NEW BETHLEHEM, CLARION COUNTY, AT MILEPOST 17, AT THE WEST END
 KX0957'OF A TUNNEL, IN THE TOP OF THE MASONRY WALL, 15 FEET EAST OF THE
 KX0957'WEST PORTAL, AND ABOUT 1 FOOT HIGHER THAN THE TOP OF THE RAIL.
 KX0957'THE TOP OF A SHELF, MARKED B.M. 18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1473 ***********************************************************************
 KX1473  DESIGNATION -  18
 KX1473  PID         -  KX1473
 KX1473  STATE/COUNTY-  PA/ALLEGHENY
 KX1473  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1473
 KX1473                         *CURRENT SURVEY CONTROL
 KX1473  ___________________________________________________________________
 KX1473* NAD 83(1986)-  40 29 15.     (N)    079 55 07.     (W)     SCALED    
 KX1473* NAVD 88     -       243.944  (meters)     800.34   (feet)  POSTED    
 KX1473  ___________________________________________________________________
 KX1473  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KX1473  DYNAMIC HT  -         243.820 (meters)     799.93  (feet)  COMP
 KX1473  MODELED GRAV-     980,104.7   (mgal)                       NAVD 88
 KX1473
 KX1473  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KX1473
 KX1473.The horizontal coordinates were scaled from a topographic map and have
 KX1473.an estimated accuracy of +/- 6 seconds.
 KX1473
 KX1473.The orthometric height was determined by differential leveling
 KX1473.and adjusted by the National Geodetic Survey in August 1994..
 KX1473.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KX1473.rate of 0.0 thru 1.0 mm/km.
 KX1473
 KX1473.The geoid height was determined by GEOID03.
 KX1473
 KX1473.The dynamic height is computed by dividing the NAVD 88
 KX1473.geopotential number by the normal gravity value computed on the
 KX1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1473.degrees latitude (g = 980.6199 gals.).
 KX1473
 KX1473.The modeled gravity was interpolated from observed gravity values.
 KX1473
 KX1473;                    North         East    Units  Estimated Accuracy
 KX1473;SPC PA S     -   130,410.      416,160.      MT  (+/- 180 meters Scaled)
 KX1473
 KX1473                          SUPERSEDED SURVEY CONTROL
 KX1473
 KX1473  NGVD 29 (??/??/92)  244.109  (m)          800.88   (f) ADJ UNCH    1 2
 KX1473
 KX1473.Superseded values are not recommended for survey control.
 KX1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1473.See file dsdata.txt to determine how the superseded data were derived.
 KX1473
 KX1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE916824(NAD 83)
 KX1473_MARKER: DD = SURVEY DISK
 KX1473_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1473_SP_SET: ABUTMENT
 KX1473_STAMPING: 18
 KX1473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1473
 KX1473  HISTORY     - Date     Condition        Report By
 KX1473  HISTORY     - UNK      MONUMENTED       PA6600
 KX1473  HISTORY     - 1941     GOOD             NGS
 KX1473
 KX1473                          STATION DESCRIPTION
 KX1473
 KX1473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1473'AT PITTSBURGH.
 KX1473'AT PITTSBURGH, ALLEGHENY COUNTY, ABOUT 5.6 MILES EAST ALONG
 KX1473'PENN AVENUE AND BUTLER STREET FROM THE PENNSYLVANIA RAILROAD
 KX1473'STATION, IN THE SOUTH CORNER OF THE SOUTHEAST ABUTMENT OF THE
 KX1473'OLD SHARPSBURG BRIDGE, AND OPPOSITE AN ESSO SERVICE STATION.  A
 KX1473'DEPARTMENT OF PUBLIC WORKS BRONZE DISK, STAMPED 18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1759 ***********************************************************************
 KW1759  DESIGNATION -  18 FAD PADH
 KW1759  PID         -  KW1759
 KW1759  STATE/COUNTY-  PA/JUNIATA
 KW1759  USGS QUAD   -  MIFFLINTOWN (1978)
 KW1759
 KW1759                         *CURRENT SURVEY CONTROL
 KW1759  ___________________________________________________________________
 KW1759* NAD 83(1986)-  40 35 48.     (N)    077 24 55.     (W)     SCALED    
 KW1759* NAVD 88     -       134.306  (meters)     440.64   (feet)  ADJUSTED  
 KW1759  ___________________________________________________________________
 KW1759  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 KW1759  DYNAMIC HT  -         134.242 (meters)     440.43  (feet)  COMP
 KW1759  MODELED GRAV-     980,152.8   (mgal)                       NAVD 88
 KW1759
 KW1759  VERT ORDER  -  SECOND    CLASS 0
 KW1759
 KW1759.The horizontal coordinates were scaled from a topographic map and have
 KW1759.an estimated accuracy of +/- 6 seconds.
 KW1759
 KW1759.The orthometric height was determined by differential leveling
 KW1759.and adjusted by the National Geodetic Survey in June 1991..
 KW1759
 KW1759.The geoid height was determined by GEOID03.
 KW1759
 KW1759.The dynamic height is computed by dividing the NAVD 88
 KW1759.geopotential number by the normal gravity value computed on the
 KW1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1759.degrees latitude (g = 980.6199 gals.).
 KW1759
 KW1759.The modeled gravity was interpolated from observed gravity values.
 KW1759
 KW1759;                    North         East    Units  Estimated Accuracy
 KW1759;SPC PA S     -   140,330.      628,330.      MT  (+/- 180 meters Scaled)
 KW1759
 KW1759                          SUPERSEDED SURVEY CONTROL
 KW1759
 KW1759  NGVD 29 (??/??/??)  134.515  (m)          441.32   (f) ADJUSTED    2 0
 KW1759
 KW1759.Superseded values are not recommended for survey control.
 KW1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1759.See file dsdata.txt to determine how the superseded data were derived.
 KW1759
 KW1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK956967(NAD 83)
 KW1759_MARKER: DD = SURVEY DISK
 KW1759_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1759_SP_SET: BRIDGE
 KW1759_STAMPING: 18 FAD USGS 1951
 KW1759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1759_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1759+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2006
 KW1759
 KW1759  HISTORY     - Date     Condition        Report By
 KW1759  HISTORY     - 1951     MONUMENTED       PADH
 KW1759  HISTORY     - 1966     GOOD             CGS
 KW1759  HISTORY     - 20060420 GOOD             INDIV
 KW1759
 KW1759                          STATION DESCRIPTION
 KW1759
 KW1759'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1759'2.1 MI W FROM MIFFLINTOWN.
 KW1759'2.1 MILES WEST ALONG U.S. HIGHWAY 22 AND 322 FROM THE POST OFFICE
 KW1759'IN MIFFLINTOWN, SET IN THE TOP OF THE NORTHEAST WINGWALL OF A
 KW1759'25 FOOT BRIDGE, 23 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY,
 KW1759'AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 KW1759
 KW1759                          STATION RECOVERY (2006)
 KW1759
 KW1759'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RSJ)
 KW1759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1544 ***********************************************************************
 KX1544  DESIGNATION -  18 L
 KX1544  PID         -  KX1544
 KX1544  STATE/COUNTY-  PA/WESTMORELAND
 KX1544  USGS QUAD   -  NEW KENSINGTON WEST (1993)
 KX1544
 KX1544                         *CURRENT SURVEY CONTROL
 KX1544  ___________________________________________________________________
 KX1544* NAD 83(1986)-  40 33 01.     (N)    079 45 37.     (W)     SCALED    
 KX1544* NAVD 88     -       230.929  (meters)     757.64   (feet)  ADJUSTED  
 KX1544  ___________________________________________________________________
 KX1544  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 KX1544  DYNAMIC HT  -         230.810 (meters)     757.25  (feet)  COMP
 KX1544  MODELED GRAV-     980,104.9   (mgal)                       NAVD 88
 KX1544
 KX1544  VERT ORDER  -  FIRST     CLASS II
 KX1544
 KX1544.The horizontal coordinates were scaled from a topographic map and have
 KX1544.an estimated accuracy of +/- 6 seconds.
 KX1544
 KX1544.The orthometric height was determined by differential leveling
 KX1544.and adjusted by the National Geodetic Survey in June 1991..
 KX1544
 KX1544.The geoid height was determined by GEOID03.
 KX1544
 KX1544.The dynamic height is computed by dividing the NAVD 88
 KX1544.geopotential number by the normal gravity value computed on the
 KX1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1544.degrees latitude (g = 980.6199 gals.).
 KX1544
 KX1544.The modeled gravity was interpolated from observed gravity values.
 KX1544
 KX1544;                    North         East    Units  Estimated Accuracy
 KX1544;SPC PA S     -   137,060.      429,740.      MT  (+/- 180 meters Scaled)
 KX1544
 KX1544                          SUPERSEDED SURVEY CONTROL
 KX1544
 KX1544  NGVD 29 (??/??/92)  231.101  (m)          758.20   (f) ADJ UNCH    1 2
 KX1544
 KX1544.Superseded values are not recommended for survey control.
 KX1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1544.See file dsdata.txt to determine how the superseded data were derived.
 KX1544
 KX1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE049895(NAD 83)
 KX1544_MARKER: B = BOLT
 KX1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1544_STAMPING: 18 L USED
 KX1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1544+STABILITY: SURFACE MOTION
 KX1544
 KX1544  HISTORY     - Date     Condition        Report By
 KX1544  HISTORY     - UNK      MONUMENTED       DOD
 KX1544  HISTORY     - 1941     GOOD             NGS
 KX1544  HISTORY     - 20010914 MARK NOT FOUND   NGS
 KX1544
 KX1544                          STATION DESCRIPTION
 KX1544
 KX1544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1544'12 MI SW FROM SCHENLEY.
 KX1544'IN WESTMORELAND COUNTY, ABOUT 12 MILES SOUTHWEST ALONG THE
 KX1544'PENNSYLVANIA RAILROAD FROM SCHENLEY, ARMSTRONG COUNTY, AT THE
 KX1544'SOUTH EDGE OF PARNASSUS, 90 FEET UPSTREAM FROM THE DIVERGENCE
 KX1544'TOWARD THE RIVER OF THE SINGLE TRACK OF THE ALUMINUM CO. OF
 KX1544'AMERICA, 52 FEET NORTH OF MILEPOST 18, 7 FEET RIVERWARD OF THE
 KX1544'RIVER RAIL, AND 1.2 FEET LOWER THAN THE TOP OF THE RAIL.  A
 KX1544'ONE-INCH COPPER BOLT, STAMPED 18 L USED AND SET IN THE TOP OF
 KX1544'A CONCRETE POST.
 KX1544
 KX1544                          STATION RECOVERY (2001)
 KX1544
 KX1544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JMW)
 KX1544'ALL REFERENCES ARE LOST SINCE THE RAILROAD HAS BEEN GRADED FLAT AND IS
 KX1544'NOW A BIKE AND
 KX1544'HIKING TRAIL.
 KX1544'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0773 ***********************************************************************
 KX0773  DESIGNATION -  18 USGS
 KX0773  PID         -  KX0773
 KX0773  STATE/COUNTY-  PA/CAMBRIA
 KX0773  USGS QUAD   -  CARROLLTOWN (1972)
 KX0773
 KX0773                         *CURRENT SURVEY CONTROL
 KX0773  ___________________________________________________________________
 KX0773* NAD 83(1986)-  40 37 22.     (N)    078 43 17.     (W)     SCALED    
 KX0773* NAVD 88     -       578.397  (meters)    1897.62   (feet)  ADJUSTED  
 KX0773  ___________________________________________________________________
 KX0773  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KX0773  DYNAMIC HT  -         578.087 (meters)    1896.61  (feet)  COMP
 KX0773  MODELED GRAV-     980,069.4   (mgal)                       NAVD 88
 KX0773
 KX0773  VERT ORDER  -  SECOND    CLASS 0
 KX0773
 KX0773.The horizontal coordinates were scaled from a topographic map and have
 KX0773.an estimated accuracy of +/- 6 seconds.
 KX0773
 KX0773.The orthometric height was determined by differential leveling
 KX0773.and adjusted by the National Geodetic Survey in June 1991..
 KX0773
 KX0773.The geoid height was determined by GEOID03.
 KX0773
 KX0773.The dynamic height is computed by dividing the NAVD 88
 KX0773.geopotential number by the normal gravity value computed on the
 KX0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0773.degrees latitude (g = 980.6199 gals.).
 KX0773
 KX0773.The modeled gravity was interpolated from observed gravity values.
 KX0773
 KX0773;                    North         East    Units  Estimated Accuracy
 KX0773;SPC PA S     -   143,630.      517,810.      MT  (+/- 180 meters Scaled)
 KX0773
 KX0773                          SUPERSEDED SURVEY CONTROL
 KX0773
 KX0773  NGVD 29 (??/??/92)  578.557  (m)         1898.15   (f) ADJ UNCH    2 0
 KX0773
 KX0773.Superseded values are not recommended for survey control.
 KX0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0773.See file dsdata.txt to determine how the superseded data were derived.
 KX0773
 KX0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE927993(NAD 83)
 KX0773_MARKER: DD = SURVEY DISK
 KX0773_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0773_SP_SET: BRIDGE
 KX0773_STAMPING: TT 18 WAC 1958
 KX0773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0773
 KX0773  HISTORY     - Date     Condition        Report By
 KX0773  HISTORY     - 1958     MONUMENTED       PADT
 KX0773  HISTORY     - 1967     GOOD             NGS
 KX0773  HISTORY     - 20010201 POOR             PADT
 KX0773
 KX0773                          STATION DESCRIPTION
 KX0773
 KX0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0773'1.6 MI N FROM CARROLLTOWN.
 KX0773'1.65 MILES NORTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE AT
 KX0773'CARROLLTOWN, SET IN THE EAST WINGWALL OF A BRIDGE, 21.0 FEET
 KX0773'NORTHEAST OF THE CENTERLINE OF HIGHWAY AND ABOUT LEVEL WITH
 KX0773'HIGHWAY.
 KX0773
 KX0773                          STATION RECOVERY (2001)
 KX0773
 KX0773'RECOVERY NOTE BY PA DEPT OF TRANSP 2001
 KX0773'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0512 ***********************************************************************
 KX0512  DESIGNATION -  1810
 KX0512  PID         -  KX0512
 KX0512  STATE/COUNTY-  PA/SOMERSET
 KX0512  USGS QUAD   -  STOYSTOWN (1994)
 KX0512
 KX0512                         *CURRENT SURVEY CONTROL
 KX0512  ___________________________________________________________________
 KX0512* NAD 83(1986)-  40 05 25.     (N)    078 56 26.     (W)     SCALED    
 KX0512* NAVD 88     -       551.404  (meters)    1809.06   (feet)  ADJUSTED  
 KX0512  ___________________________________________________________________
 KX0512  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 KX0512  DYNAMIC HT  -         551.079 (meters)    1808.00  (feet)  COMP
 KX0512  MODELED GRAV-     980,019.6   (mgal)                       NAVD 88
 KX0512
 KX0512  VERT ORDER  -  SECOND    CLASS 0
 KX0512
 KX0512.The horizontal coordinates were scaled from a topographic map and have
 KX0512.an estimated accuracy of +/- 6 seconds.
 KX0512
 KX0512.The orthometric height was determined by differential leveling
 KX0512.and adjusted by the National Geodetic Survey in June 1991..
 KX0512
 KX0512.The geoid height was determined by GEOID03.
 KX0512
 KX0512.The dynamic height is computed by dividing the NAVD 88
 KX0512.geopotential number by the normal gravity value computed on the
 KX0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0512.degrees latitude (g = 980.6199 gals.).
 KX0512
 KX0512.The modeled gravity was interpolated from observed gravity values.
 KX0512
 KX0512;                    North         East    Units  Estimated Accuracy
 KX0512;SPC PA S     -    84,730.      498,470.      MT  (+/- 180 meters Scaled)
 KX0512
 KX0512                          SUPERSEDED SURVEY CONTROL
 KX0512
 KX0512  NGVD 29 (??/??/92)  551.533  (m)         1809.49   (f) ADJ UNCH    2 0
 KX0512
 KX0512.Superseded values are not recommended for survey control.
 KX0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0512.See file dsdata.txt to determine how the superseded data were derived.
 KX0512
 KX0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE755398(NAD 83)
 KX0512_MARKER: DD = SURVEY DISK
 KX0512_SETTING: 66 = SET IN ROCK OUTCROP
 KX0512_SP_SET: ROCK OUTCROP
 KX0512_STAMPING: 1810 1908
 KX0512_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX0512+STABILITY: POSITION/ELEVATION WELL
 KX0512
 KX0512  HISTORY     - Date     Condition        Report By
 KX0512  HISTORY     - 1908     MONUMENTED       USGS
 KX0512  HISTORY     - 1935     GOOD             NGS
 KX0512
 KX0512                          STATION DESCRIPTION
 KX0512
 KX0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0512'3.5 MI N FROM COLEMAN.
 KX0512'ABOUT 3.5 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KX0512'THE STATION AT COLEMAN, SOMERSET COUNTY, ABOUT 200 FEET NORTH OF
 KX0512'MILEPOST R 21 J 24, 15 FEET WEST OF A FENCE, AND IN THE TOP OF
 KX0512'A SANDSTONE ROCK OUTCROP.  A UNITED STATES GEOLOGICAL SURVEY
 KX0512'STANDARD DISK, STAMPED 1810 1908.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0544 ***********************************************************************
 JW0544  DESIGNATION -  1813
 JW0544  PID         -  JW0544
 JW0544  STATE/COUNTY-  PA/SOMERSET
 JW0544  USGS QUAD   -  ROCKWOOD (1981)
 JW0544
 JW0544                         *CURRENT SURVEY CONTROL
 JW0544  ___________________________________________________________________
 JW0544* NAD 83(1986)-  39 54 50.     (N)    079 09 03.     (W)     SCALED    
 JW0544* NAVD 88     -       552.619  (meters)    1813.05   (feet)  ADJUSTED  
 JW0544  ___________________________________________________________________
 JW0544  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JW0544  DYNAMIC HT  -         552.271 (meters)    1811.91  (feet)  COMP
 JW0544  MODELED GRAV-     979,977.9   (mgal)                       NAVD 88
 JW0544
 JW0544  VERT ORDER  -  FIRST     CLASS II
 JW0544
 JW0544.The horizontal coordinates were scaled from a topographic map and have
 JW0544.an estimated accuracy of +/- 6 seconds.
 JW0544
 JW0544.The orthometric height was determined by differential leveling
 JW0544.and adjusted by the National Geodetic Survey in June 1991..
 JW0544
 JW0544.The geoid height was determined by GEOID03.
 JW0544
 JW0544.The dynamic height is computed by dividing the NAVD 88
 JW0544.geopotential number by the normal gravity value computed on the
 JW0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0544.degrees latitude (g = 980.6199 gals.).
 JW0544
 JW0544.The modeled gravity was interpolated from observed gravity values.
 JW0544
 JW0544;                    North         East    Units  Estimated Accuracy
 JW0544;SPC PA S     -    65,410.      480,230.      MT  (+/- 180 meters Scaled)
 JW0544
 JW0544                          SUPERSEDED SURVEY CONTROL
 JW0544
 JW0544  NGVD 29 (??/??/92)  552.733  (m)         1813.42   (f) ADJ UNCH    1 2
 JW0544
 JW0544.Superseded values are not recommended for survey control.
 JW0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0544.See file dsdata.txt to determine how the superseded data were derived.
 JW0544
 JW0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE580198(NAD 83)
 JW0544_MARKER: DD = SURVEY DISK
 JW0544_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0544_SP_SET: BRIDGE
 JW0544_STAMPING: 1813 1919
 JW0544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0544
 JW0544  HISTORY     - Date     Condition        Report By
 JW0544  HISTORY     - 1919     MONUMENTED       USGS
 JW0544  HISTORY     - 1941     GOOD             NGS
 JW0544
 JW0544                          STATION DESCRIPTION
 JW0544
 JW0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JW0544'AT ROCKWOOD.
 JW0544'AT ROCKWOOD, SOMERSET COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 JW0544'105 FEET SOUTH OF THE STATION, 125 FEET WEST OF A WATER TANK,
 JW0544'AT THE B. AND O.R.R. FREIGHT LINE OVERHEAD BRIDGE, AND IN THE
 JW0544'NORTH FACE OF THE NORTHEAST CORNER OF THE FIRST PIER.  A U.S.
 JW0544'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1813 1919 AND SET
 JW0544'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0633 ***********************************************************************
 KW0633  DESIGNATION -  18+15 RDGRR
 KW0633  PID         -  KW0633
 KW0633  STATE/COUNTY-  PA/LANCASTER
 KW0633  USGS QUAD   -  LITITZ (1995)
 KW0633
 KW0633                         *CURRENT SURVEY CONTROL
 KW0633  ___________________________________________________________________
 KW0633* NAD 83(1986)-  40 09 40.     (N)    076 15 11.     (W)     SCALED    
 KW0633* NAVD 88     -       110.081  (meters)     361.16   (feet)  ADJUSTED  
 KW0633  ___________________________________________________________________
 KW0633  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 KW0633  DYNAMIC HT  -         110.023 (meters)     360.97  (feet)  COMP
 KW0633  MODELED GRAV-     980,099.1   (mgal)                       NAVD 88
 KW0633
 KW0633  VERT ORDER  -  SECOND    CLASS 0
 KW0633
 KW0633.The horizontal coordinates were scaled from a topographic map and have
 KW0633.an estimated accuracy of +/- 6 seconds.
 KW0633
 KW0633.The orthometric height was determined by differential leveling
 KW0633.and adjusted by the National Geodetic Survey in June 1991..
 KW0633
 KW0633.The geoid height was determined by GEOID03.
 KW0633
 KW0633.The dynamic height is computed by dividing the NAVD 88
 KW0633.geopotential number by the normal gravity value computed on the
 KW0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0633.degrees latitude (g = 980.6199 gals.).
 KW0633
 KW0633.The modeled gravity was interpolated from observed gravity values.
 KW0633
 KW0633;                    North         East    Units  Estimated Accuracy
 KW0633;SPC PA S     -    92,990.      727,520.      MT  (+/- 180 meters Scaled)
 KW0633
 KW0633                          SUPERSEDED SURVEY CONTROL
 KW0633
 KW0633  NGVD 29 (??/??/??)  110.301  (m)          361.88   (f) ADJUSTED    2 0
 KW0633
 KW0633.Superseded values are not recommended for survey control.
 KW0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0633.See file dsdata.txt to determine how the superseded data were derived.
 KW0633
 KW0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK932463(NAD 83)
 KW0633_MARKER: Q = CHISELED SQUARE
 KW0633_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0633_SP_SET: BASE
 KW0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0633
 KW0633  HISTORY     - Date     Condition        Report By
 KW0633  HISTORY     - UNK      MONUMENTED       RDGRR
 KW0633  HISTORY     - 1935     GOOD             CGS
 KW0633  HISTORY     - 20060416 MARK NOT FOUND   GEOCAC
 KW0633
 KW0633                          STATION DESCRIPTION
 KW0633
 KW0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0633'0.4 MI E FROM ROTHSVILLE.
 KW0633'ABOUT 0.4 MILE EAST ALONG THE READING CO. RAILWAY FROM THE
 KW0633'STATION AT ROTHSVILLE, LANCASTER COUNTY, ABOUT 2 POLES WEST OF
 KW0633'POLE 18+15, AT A WHISTLE POST, ON THE TOP OF THE CONCRETE
 KW0633'BASE, AND 12 FEET SOUTH OF THE TRACK.  A CHISELED SQUARE.
 KW0633
 KW0633                          STATION RECOVERY (2006)
 KW0633
 KW0633'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0633'UPENDED POST BASE FOUND AT DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0407 ***********************************************************************
 MA0407  DESIGNATION -  181.82
 MA0407  PID         -  MA0407
 MA0407  STATE/COUNTY-  PA/ELK
 MA0407  USGS QUAD   -  CARMAN (1994)
 MA0407
 MA0407                         *CURRENT SURVEY CONTROL
 MA0407  ___________________________________________________________________
 MA0407* NAD 83(1986)-  41 22 25.     (N)    078 47 31.     (W)     SCALED    
 MA0407* NAVD 88     -       410.416  (meters)    1346.51   (feet)  ADJUSTED  
 MA0407  ___________________________________________________________________
 MA0407  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 MA0407  DYNAMIC HT  -         410.235 (meters)    1345.91  (feet)  COMP
 MA0407  MODELED GRAV-     980,169.2   (mgal)                       NAVD 88
 MA0407
 MA0407  VERT ORDER  -  FIRST     CLASS I
 MA0407
 MA0407.The horizontal coordinates were scaled from a topographic map and have
 MA0407.an estimated accuracy of +/- 6 seconds.
 MA0407
 MA0407.The orthometric height was determined by differential leveling
 MA0407.and adjusted by the National Geodetic Survey in June 1991..
 MA0407
 MA0407.The geoid height was determined by GEOID03.
 MA0407
 MA0407.The dynamic height is computed by dividing the NAVD 88
 MA0407.geopotential number by the normal gravity value computed on the
 MA0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0407.degrees latitude (g = 980.6199 gals.).
 MA0407
 MA0407.The modeled gravity was interpolated from observed gravity values.
 MA0407
 MA0407;                    North         East    Units  Estimated Accuracy
 MA0407;SPC PA N     -   134,560.      512,840.      MT  (+/- 180 meters Scaled)
 MA0407
 MA0407                          SUPERSEDED SURVEY CONTROL
 MA0407
 MA0407  NGVD 29 (??/??/92)  410.579  (m)         1347.04   (f) ADJ UNCH    1 1
 MA0407
 MA0407.Superseded values are not recommended for survey control.
 MA0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0407.See file dsdata.txt to determine how the superseded data were derived.
 MA0407
 MA0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF846825(NAD 83)
 MA0407_MARKER: DD = SURVEY DISK
 MA0407_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0407_SP_SET: CULVERT
 MA0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0407
 MA0407  HISTORY     - Date     Condition        Report By
 MA0407  HISTORY     - UNK      MONUMENTED       BORR
 MA0407  HISTORY     - 1967     GOOD             NGS
 MA0407  HISTORY     - 20050414 MARK NOT FOUND   USPSQD
 MA0407
 MA0407                          STATION DESCRIPTION
 MA0407
 MA0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0407'5.4 MI SW FROM RIDGWAY.
 MA0407'ABOUT 5.45 MILES SOUTHWEST ALONG STATE HIGHWAY 949 FROM THE POST
 MA0407'OFFICE AT RIDGWAY, 170 FEET NORTH AND ACROSS THE TRACKS FROM THE
 MA0407'CENTER LINE OF THE HIGHWAY, SET IN THE CENTER OF THE TOP OF THE
 MA0407'NORTH CONCRETE HEAD WALL OF A STONE ARCH CULVERT OVER DOG HOLLOW
 MA0407'RUN, 84 FEET EAST OF MILEPOST 181/30 ON THE BALTIMORE AND OHIO
 MA0407'RAILROAD, 17 FEET NORTH OF THE NORTH RAIL OF THE NORTH SET
 MA0407'OF BALTIMORE AND OHIO RAILROAD TRACKS, AND ABOUT 6 1/2 FEET
 MA0407'BELOW THE LEVEL OF THE TRACKS.
 MA0407
 MA0407                          STATION RECOVERY (2005)
 MA0407
 MA0407'RECOVERY NOTE BY US POWER SQUADRON 2005 (FR)
 MA0407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0095 ***********************************************************************
 LZ0095  DESIGNATION -  1822.4 USGS
 LZ0095  PID         -  LZ0095
 LZ0095  STATE/COUNTY-  PA/SULLIVAN
 LZ0095  USGS QUAD   -  LOPEZ (1983)
 LZ0095
 LZ0095                         *CURRENT SURVEY CONTROL
 LZ0095  ___________________________________________________________________
 LZ0095* NAD 83(1986)-  41 26 02.     (N)    076 19 16.     (W)     SCALED    
 LZ0095* NAVD 88     -       555.51   (+/-2cm)    1822.5    (feet)  VERTCON   
 LZ0095  ___________________________________________________________________
 LZ0095  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 LZ0095
 LZ0095  VERT ORDER  -  ? (See Below)
 LZ0095
 LZ0095.The horizontal coordinates were scaled from a topographic map and have
 LZ0095.an estimated accuracy of +/- 6 seconds.
 LZ0095
 LZ0095.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ0095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ0095.The vertical order pertains to the NGVD 29 superseded value.
 LZ0095
 LZ0095.The geoid height was determined by GEOID03.
 LZ0095
 LZ0095;                    North         East    Units  Estimated Accuracy
 LZ0095;SPC PA N     -   141,720.      719,420.      MT  (+/- 180 meters Scaled)
 LZ0095
 LZ0095                          SUPERSEDED SURVEY CONTROL
 LZ0095
 LZ0095  NGVD 29 (??/??/92)  555.676  (m)         1823.08   (f) ADJ UNCH    ?  
 LZ0095
 LZ0095.Superseded values are not recommended for survey control.
 LZ0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0095.See file dsdata.txt to determine how the superseded data were derived.
 LZ0095
 LZ0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL896877(NAD 83)
 LZ0095_MARKER: Q = CHISELED SQUARE
 LZ0095_SETTING: 80 = SET IN A BOULDER
 LZ0095_SP_SET: BOULDER
 LZ0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0095+STABILITY: SURFACE MOTION
 LZ0095
 LZ0095  HISTORY     - Date     Condition        Report By
 LZ0095  HISTORY     - UNK      MONUMENTED       USGS
 LZ0095  HISTORY     - 1934     GOOD             NGS
 LZ0095
 LZ0095                          STATION DESCRIPTION
 LZ0095
 LZ0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0095'1.9 MI SE FROM LOPEZ.
 LZ0095'ABOUT 1.9 MILES SOUTHEAST ALONG THE LEHIGH VALLEY RAILROAD
 LZ0095'FROM LOPEZ, SULLIVAN COUNTY, ABOUT 500 FEET NORTHEAST OF THE
 LZ0095'MOUTH OF PAINTER DEN CREEK, ABOUT 100 FEET WEST OF THE TRACK,
 LZ0095'ABOUT 80 FEET SOUTHEAST OF LOPEZ CREEK, IN AN OPEN PASTURE, AND
 LZ0095'ON AN EMBEDDED BOULDER.  A CHISELED SQUARE, PAINTED B.M. 1822.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0071 ***********************************************************************
 JV0071  DESIGNATION -  183 A PRR
 JV0071  PID         -  JV0071
 JV0071  STATE/COUNTY-  PA/LANCASTER
 JV0071  USGS QUAD   -  HOLTWOOD (1990)
 JV0071
 JV0071                         *CURRENT SURVEY CONTROL
 JV0071  ___________________________________________________________________
 JV0071* NAD 83(1986)-  39 49 52.     (N)    076 19 54.     (W)     SCALED    
 JV0071* NAVD 88     -        55.596  (meters)     182.40   (feet)  ADJUSTED  
 JV0071  ___________________________________________________________________
 JV0071  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 JV0071  DYNAMIC HT  -          55.568 (meters)     182.31  (feet)  COMP
 JV0071  MODELED GRAV-     980,122.9   (mgal)                       NAVD 88
 JV0071
 JV0071  VERT ORDER  -  FIRST     CLASS II
 JV0071
 JV0071.The horizontal coordinates were scaled from a topographic map and have
 JV0071.an estimated accuracy of +/- 6 seconds.
 JV0071
 JV0071.The orthometric height was determined by differential leveling
 JV0071.and adjusted by the National Geodetic Survey in June 1991..
 JV0071
 JV0071.The geoid height was determined by GEOID03.
 JV0071
 JV0071.The dynamic height is computed by dividing the NAVD 88
 JV0071.geopotential number by the normal gravity value computed on the
 JV0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0071.degrees latitude (g = 980.6199 gals.).
 JV0071
 JV0071.The modeled gravity was interpolated from observed gravity values.
 JV0071
 JV0071;                    North         East    Units  Estimated Accuracy
 JV0071;SPC PA S     -    56,250.      721,410.      MT  (+/- 180 meters Scaled)
 JV0071
 JV0071                          SUPERSEDED SURVEY CONTROL
 JV0071
 JV0071  NGVD 29 (??/??/??)   55.851  (m)          183.24   (f) ADJUSTED    1 2
 JV0071
 JV0071.Superseded values are not recommended for survey control.
 JV0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0071.See file dsdata.txt to determine how the superseded data were derived.
 JV0071
 JV0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK860098(NAD 83)
 JV0071_MARKER: B = BOLT
 JV0071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV0071_SP_SET: BRIDGE
 JV0071_STAMPING: 183 PRR
 JV0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV0071
 JV0071  HISTORY     - Date     Condition        Report By
 JV0071  HISTORY     - UNK      MONUMENTED       PRR
 JV0071  HISTORY     - 1955     GOOD             CGS
 JV0071  HISTORY     - 1979     GOOD             NGS
 JV0071
 JV0071                          STATION DESCRIPTION
 JV0071
 JV0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JV0071'AT HOLTWOOD.
 JV0071'AT HOLTWOOD, ABOUT 0.2 MILE NORTHWEST ALONG THE PENNSYLVANIA
 JV0071'RAILROAD FROM THE CROSSING OF POWER PLANT ROAD, 295 YARDS
 JV0071'NORTHWEST OF MILE POST 25, IN THE TOP OF SOUTHEAST END OF
 JV0071'NORTHEAST HEAD WALL OF A 9-FOOT CONCRETE ARCH BRIDGE OVER
 JV0071'MINQUA CREEK, 9.2 FEET NORTHEAST OF NORTHEAST RAIL AND ABOUT
 JV0071'1 FOOT BELOW LEVEL OF TRACK.  NOTE-- DO NOT CONFUSE THIS MARK
 JV0071'WITH OTHER MARKS OF THE SAME DESIGNATION THAT ARE LOCATED 0.7
 JV0071'MILE NORTHWEST OF HOLTWOOD AND 2.55 MILES NORTHWEST OF HOLTWOOD.
 JV0071'NOTE-- STAMPED BY THIS PARTY.
 JV0071
 JV0071                          STATION RECOVERY (1979)
 JV0071
 JV0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV0071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0072 ***********************************************************************
 JV0072  DESIGNATION -  183 B PRR
 JV0072  PID         -  JV0072
 JV0072  STATE/COUNTY-  PA/LANCASTER
 JV0072  USGS QUAD   -  HOLTWOOD (1990)
 JV0072
 JV0072                         *CURRENT SURVEY CONTROL
 JV0072  ___________________________________________________________________
 JV0072* NAD 83(1986)-  39 50 08.     (N)    076 20 20.     (W)     SCALED    
 JV0072* NAVD 88     -        55.619  (meters)     182.48   (feet)  ADJUSTED  
 JV0072  ___________________________________________________________________
 JV0072  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JV0072  DYNAMIC HT  -          55.591 (meters)     182.38  (feet)  COMP
 JV0072  MODELED GRAV-     980,126.1   (mgal)                       NAVD 88
 JV0072
 JV0072  VERT ORDER  -  FIRST     CLASS II
 JV0072
 JV0072.The horizontal coordinates were scaled from a topographic map and have
 JV0072.an estimated accuracy of +/- 6 seconds.
 JV0072
 JV0072.The orthometric height was determined by differential leveling
 JV0072.and adjusted by the National Geodetic Survey in June 1991..
 JV0072.WARNING-Repeat measurements at this control monument indicate possible
 JV0072.vertical movement.
 JV0072
 JV0072.The geoid height was determined by GEOID03.
 JV0072
 JV0072.The dynamic height is computed by dividing the NAVD 88
 JV0072.geopotential number by the normal gravity value computed on the
 JV0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0072.degrees latitude (g = 980.6199 gals.).
 JV0072
 JV0072.The modeled gravity was interpolated from observed gravity values.
 JV0072
 JV0072;                    North         East    Units  Estimated Accuracy
 JV0072;SPC PA S     -    56,730.      720,790.      MT  (+/- 180 meters Scaled)
 JV0072
 JV0072                          SUPERSEDED SURVEY CONTROL
 JV0072
 JV0072  NGVD 29 (??/??/??)   55.873  (m)          183.31   (f) ADJUSTED    1 2
 JV0072
 JV0072.Superseded values are not recommended for survey control.
 JV0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0072.See file dsdata.txt to determine how the superseded data were derived.
 JV0072
 JV0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK854103(NAD 83)
 JV0072_MARKER: B = BOLT
 JV0072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV0072_SP_SET: BRIDGE
 JV0072_STAMPING: 183 PRR
 JV0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV0072
 JV0072  HISTORY     - Date     Condition        Report By
 JV0072  HISTORY     - UNK      MONUMENTED       PRR
 JV0072  HISTORY     - 1955     GOOD             CGS
 JV0072  HISTORY     - 1979     GOOD             NGS
 JV0072
 JV0072                          STATION DESCRIPTION
 JV0072
 JV0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JV0072'0.7 MI NW FROM HOLTWOOD.
 JV0072'ABOUT 0.7 MILE NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 JV0072'THE CROSSING OF POWER PLANT ROAD AT HOLTWOOD, ABOUT 0.35 MILE
 JV0072'SOUTHEAST OF MILE POST 26, A 1-INCH COPPER BOLT IN THE TOP OF
 JV0072'SOUTHEAST END OF NORTHEAST HEAD WALL OF A 9-FOOT ARCHED CONCRETE
 JV0072'BRIDGE OVER KELLYS RUN, 7.3 FEET NORTHEAST OF NORTHEAST RAIL
 JV0072'OF NORTHEAST TRACK AND ABOUT 1 FOOT BELOW LEVEL OF TRACK.
 JV0072'NOTE-- DO NOT CONFUSE THIS MARK WITH OTHER MARKS OF THE SAME
 JV0072'DESIGNATION THAT ARE LOCATED 0.2 MILE NORTHWEST OF HOLTWOOD AND
 JV0072'2.55 MILES NORTHWEST OF HOLTWOOD.  NOTE-- STAMPED BY THIS PARTY.
 JV0072
 JV0072                          STATION RECOVERY (1979)
 JV0072
 JV0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV0072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0077 ***********************************************************************
 JV0077  DESIGNATION -  183 PRR
 JV0077  PID         -  JV0077
 JV0077  STATE/COUNTY-  PA/LANCASTER
 JV0077  USGS QUAD   -  HOLTWOOD (1990)
 JV0077
 JV0077                         *CURRENT SURVEY CONTROL
 JV0077  ___________________________________________________________________
 JV0077* NAD 83(1986)-  39 51 30.     (N)    076 20 58.     (W)     SCALED    
 JV0077* NAVD 88     -        55.651  (meters)     182.58   (feet)  POSTED    
 JV0077  ___________________________________________________________________
 JV0077  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JV0077  DYNAMIC HT  -          55.620 (meters)     182.48  (feet)  COMP
 JV0077  MODELED GRAV-     980,141.9   (mgal)                       NAVD 88
 JV0077
 JV0077  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 JV0077
 JV0077.The horizontal coordinates were scaled from a topographic map and have
 JV0077.an estimated accuracy of +/- 6 seconds.
 JV0077
 JV0077.The orthometric height was determined by differential leveling
 JV0077.and adjusted by the National Geodetic Survey in 1992..
 JV0077.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 JV0077.rate greater than 8.0 mm/km.
 JV0077
 JV0077.The geoid height was determined by GEOID03.
 JV0077
 JV0077.The dynamic height is computed by dividing the NAVD 88
 JV0077.geopotential number by the normal gravity value computed on the
 JV0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0077.degrees latitude (g = 980.6199 gals.).
 JV0077
 JV0077.The modeled gravity was interpolated from observed gravity values.
 JV0077
 JV0077;                    North         East    Units  Estimated Accuracy
 JV0077;SPC PA S     -    59,240.      719,840.      MT  (+/- 180 meters Scaled)
 JV0077
 JV0077                          SUPERSEDED SURVEY CONTROL
 JV0077
 JV0077  NGVD 29 (??/??/??)   55.913  (m)          183.44   (f) ADJUSTED    1 2
 JV0077
 JV0077.Superseded values are not recommended for survey control.
 JV0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0077.See file dsdata.txt to determine how the superseded data were derived.
 JV0077
 JV0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK845129(NAD 83)
 JV0077_MARKER: B = BOLT
 JV0077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV0077_SP_SET: BRIDGE
 JV0077_STAMPING: PRR 183
 JV0077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV0077
 JV0077  HISTORY     - Date     Condition        Report By
 JV0077  HISTORY     - UNK      MONUMENTED       PRR
 JV0077  HISTORY     - 1955     GOOD             CGS
 JV0077
 JV0077                          STATION DESCRIPTION
 JV0077
 JV0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JV0077'2.6 MI NW FROM HOLTWOOD.
 JV0077'ABOUT 2.55 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD
 JV0077'FROM CROSSING OF POWER PLANT ROAD AT HOLTWOOD, ABOUT 0.5
 JV0077'MILE SOUTHEAST OF MILE POST 28, IN THE TOP AND 4 3/4 FEET
 JV0077'SOUTHEAST OF NORTHWEST END OF NORTHEAST STONE MASONRY HEAD WALL
 JV0077'OF ARCH BRIDGE OVER TUCQUAN CREEK, 9 1/2 FEET NORTHEAST OF
 JV0077'NORTHEAST RAIL AND ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK.
 JV0077'NOTE-- STAMPED BY THIS PARTY.  NOTE-- DO NOT CONFUSE THIS MARK
 JV0077'WITH OTHER MARKS OF THE SAME DESIGNATION THAT ARE LOCATED 0.2
 JV0077'MILE NORTHWEST OF HOLTWOOD AND 0.7 MILE NORTHWEST OF HOLTWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1133 ***********************************************************************
 KX1133  DESIGNATION -  1838
 KX1133  PID         -  KX1133
 KX1133  STATE/COUNTY-  PA/WESTMORELAND
 KX1133  USGS QUAD   -  DONEGAL (1993)
 KX1133
 KX1133                         *CURRENT SURVEY CONTROL
 KX1133  ___________________________________________________________________
 KX1133* NAD 83(1986)-  40 06 47.     (N)    079 23 04.     (W)     SCALED    
 KX1133* NAVD 88     -       559.974  (meters)    1837.18   (feet)  ADJUSTED  
 KX1133  ___________________________________________________________________
 KX1133  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KX1133  DYNAMIC HT  -         559.651 (meters)    1836.12  (feet)  COMP
 KX1133  MODELED GRAV-     980,030.7   (mgal)                       NAVD 88
 KX1133
 KX1133  VERT ORDER  -  SECOND    CLASS 0
 KX1133
 KX1133.The horizontal coordinates were scaled from a topographic map and have
 KX1133.an estimated accuracy of +/- 6 seconds.
 KX1133
 KX1133.The orthometric height was determined by differential leveling
 KX1133.and adjusted by the National Geodetic Survey in June 1991..
 KX1133
 KX1133.The geoid height was determined by GEOID03.
 KX1133
 KX1133.The dynamic height is computed by dividing the NAVD 88
 KX1133.geopotential number by the normal gravity value computed on the
 KX1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1133.degrees latitude (g = 980.6199 gals.).
 KX1133
 KX1133.The modeled gravity was interpolated from observed gravity values.
 KX1133
 KX1133;                    North         East    Units  Estimated Accuracy
 KX1133;SPC PA S     -    87,870.      460,670.      MT  (+/- 180 meters Scaled)
 KX1133
 KX1133                          SUPERSEDED SURVEY CONTROL
 KX1133
 KX1133  NGVD 29 (??/??/92)  560.145  (m)         1837.74   (f) ADJ UNCH    2 0
 KX1133
 KX1133.Superseded values are not recommended for survey control.
 KX1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1133.See file dsdata.txt to determine how the superseded data were derived.
 KX1133
 KX1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE376415(NAD 83)
 KX1133_MARKER: DD = SURVEY DISK
 KX1133_SETTING: 66 = SET IN ROCK OUTCROP
 KX1133_SP_SET: ROCK LEDGE
 KX1133_STAMPING: PA 1838
 KX1133_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX1133+STABILITY: POSITION/ELEVATION WELL
 KX1133
 KX1133  HISTORY     - Date     Condition        Report By
 KX1133  HISTORY     - UNK      MONUMENTED       USGS
 KX1133  HISTORY     - 1954     GOOD             NGS
 KX1133
 KX1133                          STATION DESCRIPTION
 KX1133
 KX1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KX1133'0.6 MI N FROM DONEGAL.
 KX1133'0.6 MILE NORTH ALONG STATE HIGHWAY 711 FROM THE JUNCTION OF
 KX1133'STATE HIGHWAY 38 AT DONEGAL, THENCE ABOUT 90 YARDS WEST ALONG
 KX1133'A BLACK TOP ROAD LEADING TO MT. PLEASANT, ABOUT 60 YARDS EAST
 KX1133'OF CENTER OF JUNCTION OF A DRIVE NORTH AND UPHILL TO MT. ZION
 KX1133'EVANGELICAL LUTHERAN CHURCH, 17 1/2 FEET NORTH OF CENTER LINE OF
 KX1133'BLACK TOP ROAD (OLD HIGHWAY 31), IN THE TOP OF THE LOWER SOUTHEAST
 KX1133'CORNER OF A SLANTING ROCK LEDGE AND ABOUT 2 1/2 FEET ABOVE LEVEL
 KX1133'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0090 ***********************************************************************
 LZ0090  DESIGNATION -  1844.6
 LZ0090  PID         -  LZ0090
 LZ0090  STATE/COUNTY-  PA/SULLIVAN
 LZ0090  USGS QUAD   -  LAPORTE (1981)
 LZ0090
 LZ0090                         *CURRENT SURVEY CONTROL
 LZ0090  ___________________________________________________________________
 LZ0090* NAD 83(1986)-  41 28 31.     (N)    076 22 38.     (W)     SCALED    
 LZ0090* NAVD 88     -       562.259  (meters)    1844.68   (feet)  ADJUSTED  
 LZ0090  ___________________________________________________________________
 LZ0090  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 LZ0090  DYNAMIC HT  -         562.008 (meters)    1843.85  (feet)  COMP
 LZ0090  MODELED GRAV-     980,158.4   (mgal)                       NAVD 88
 LZ0090
 LZ0090  VERT ORDER  -  SECOND    CLASS 0
 LZ0090
 LZ0090.The horizontal coordinates were scaled from a topographic map and have
 LZ0090.an estimated accuracy of +/- 6 seconds.
 LZ0090
 LZ0090.The orthometric height was determined by differential leveling
 LZ0090.and adjusted by the National Geodetic Survey in June 1991..
 LZ0090
 LZ0090.The geoid height was determined by GEOID03.
 LZ0090
 LZ0090.The dynamic height is computed by dividing the NAVD 88
 LZ0090.geopotential number by the normal gravity value computed on the
 LZ0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0090.degrees latitude (g = 980.6199 gals.).
 LZ0090
 LZ0090.The modeled gravity was interpolated from observed gravity values.
 LZ0090
 LZ0090;                    North         East    Units  Estimated Accuracy
 LZ0090;SPC PA N     -   146,240.      714,660.      MT  (+/- 180 meters Scaled)
 LZ0090
 LZ0090                          SUPERSEDED SURVEY CONTROL
 LZ0090
 LZ0090  NGVD 29 (??/??/92)  562.424  (m)         1845.22   (f) ADJ UNCH    2 0
 LZ0090
 LZ0090.Superseded values are not recommended for survey control.
 LZ0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0090.See file dsdata.txt to determine how the superseded data were derived.
 LZ0090
 LZ0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL850924(NAD 83)
 LZ0090_MARKER: DD = SURVEY DISK
 LZ0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0090_SP_SET: STEP
 LZ0090_STAMPING: MAR 3 1934
 LZ0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0090
 LZ0090  HISTORY     - Date     Condition        Report By
 LZ0090  HISTORY     - 1934     MONUMENTED       USGS
 LZ0090  HISTORY     - 1934     GOOD             NGS
 LZ0090
 LZ0090                          STATION DESCRIPTION
 LZ0090
 LZ0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0090'AT BERNICE.
 LZ0090'AT BERNICE, SULLIVAN COUNTY, ON STATE HIGHWAY 487, ABOUT 300
 LZ0090'FEET SOUTHEAST OF THE LEHIGH VALLEY RAILROAD STATION, ABOUT 125
 LZ0090'FEET WEST OF THE PUBLIC SCHOOL BUILDING, AT HIGHWAY STATION
 LZ0090'143+80, AT THE ENTRANCE TO THE PUBLIC SCHOOL GROUNDS, AND IN
 LZ0090'THE SOUTH END OF THE LOWEST CONCRETE STEP.  A UNITED STATES
 LZ0090'GEOLOGICAL SURVEY STANDARD DISK, STAMPED MAR. 3 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1383 ***********************************************************************
 LZ1383  DESIGNATION -  1849.4
 LZ1383  PID         -  LZ1383
 LZ1383  STATE/COUNTY-  PA/POTTER
 LZ1383  USGS QUAD   -  SHORT RUN (1971)
 LZ1383
 LZ1383                         *CURRENT SURVEY CONTROL
 LZ1383  ___________________________________________________________________
 LZ1383* NAD 83(1986)-  41 36 50.     (N)    077 48 42.     (W)     SCALED    
 LZ1383* NAVD 88     -       563.567  (meters)    1848.97   (feet)  ADJUSTED  
 LZ1383  ___________________________________________________________________
 LZ1383  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 LZ1383  DYNAMIC HT  -         563.312 (meters)    1848.13  (feet)  COMP
 LZ1383  MODELED GRAV-     980,152.4   (mgal)                       NAVD 88
 LZ1383
 LZ1383  VERT ORDER  -  SECOND    CLASS 0
 LZ1383
 LZ1383.The horizontal coordinates were scaled from a topographic map and have
 LZ1383.an estimated accuracy of +/- 6 seconds.
 LZ1383
 LZ1383.The orthometric height was determined by differential leveling
 LZ1383.and adjusted by the National Geodetic Survey in June 1991..
 LZ1383
 LZ1383.The geoid height was determined by GEOID03.
 LZ1383
 LZ1383.The dynamic height is computed by dividing the NAVD 88
 LZ1383.geopotential number by the normal gravity value computed on the
 LZ1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1383.degrees latitude (g = 980.6199 gals.).
 LZ1383
 LZ1383.The modeled gravity was interpolated from observed gravity values.
 LZ1383
 LZ1383;                    North         East    Units  Estimated Accuracy
 LZ1383;SPC PA N     -   160,720.      594,860.      MT  (+/- 180 meters Scaled)
 LZ1383
 LZ1383                          SUPERSEDED SURVEY CONTROL
 LZ1383
 LZ1383  NGVD 29 (??/??/92)  563.696  (m)         1849.39   (f) ADJ UNCH    2 0
 LZ1383
 LZ1383.Superseded values are not recommended for survey control.
 LZ1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1383.See file dsdata.txt to determine how the superseded data were derived.
 LZ1383
 LZ1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM657107(NAD 83)
 LZ1383_MARKER: N = NAIL
 LZ1383_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1383_SP_SET: BLACK CIRCH TREE ROOT
 LZ1383_STAMPING: B M 1849.4
 LZ1383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1383
 LZ1383  HISTORY     - Date     Condition        Report By
 LZ1383  HISTORY     - UNK      MONUMENTED       USGS
 LZ1383  HISTORY     - 1935     GOOD             NGS
 LZ1383
 LZ1383                          STATION DESCRIPTION
 LZ1383
 LZ1383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ1383'2.1 MI S FROM CROSS FORK JUNCTION.
 LZ1383'2.1 MILES SOUTH ALONG THE JUNCTION ROAD FROM CROSS FORK JUNCTION,
 LZ1383'42 FEET SOUTH OF THE BENCH MARK A 73, DESCRIBE ABOVE, 16 FEET
 LZ1383'EAST OF THE CENTER LINE OF A DIRT ROAD, AND IN SOUTHWEST ROOT
 LZ1383'OF A 5 INCH BLACK CIRCH TREE PAINTED B M 1894.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0230 ***********************************************************************
 MA0230  DESIGNATION -  185
 MA0230  PID         -  MA0230
 MA0230  STATE/COUNTY-  PA/CLEARFIELD
 MA0230  USGS QUAD   -  FRENCHVILLE (1983)
 MA0230
 MA0230                         *CURRENT SURVEY CONTROL
 MA0230  ___________________________________________________________________
 MA0230* NAD 83(1986)-  41 04 44.     (N)    078 14 08.     (W)     SCALED    
 MA0230* NAVD 88     -       299.739  (meters)     983.39   (feet)  ADJUSTED  
 MA0230  ___________________________________________________________________
 MA0230  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 MA0230  DYNAMIC HT  -         299.590 (meters)     982.90  (feet)  COMP
 MA0230  MODELED GRAV-     980,119.5   (mgal)                       NAVD 88
 MA0230
 MA0230  VERT ORDER  -  SECOND    CLASS 0
 MA0230
 MA0230.The horizontal coordinates were scaled from a topographic map and have
 MA0230.an estimated accuracy of +/- 6 seconds.
 MA0230
 MA0230.The orthometric height was determined by differential leveling
 MA0230.and adjusted by the National Geodetic Survey in June 1991..
 MA0230
 MA0230.The geoid height was determined by GEOID03.
 MA0230
 MA0230.The dynamic height is computed by dividing the NAVD 88
 MA0230.geopotential number by the normal gravity value computed on the
 MA0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0230.degrees latitude (g = 980.6199 gals.).
 MA0230
 MA0230.The modeled gravity was interpolated from observed gravity values.
 MA0230
 MA0230;                    North         East    Units  Estimated Accuracy
 MA0230;SPC PA N     -   101,420.      559,200.      MT  (+/- 180 meters Scaled)
 MA0230
 MA0230                          SUPERSEDED SURVEY CONTROL
 MA0230
 MA0230  NGVD 29 (??/??/92)  299.896  (m)          983.91   (f) ADJ UNCH    2 0
 MA0230
 MA0230.Superseded values are not recommended for survey control.
 MA0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0230.See file dsdata.txt to determine how the superseded data were derived.
 MA0230
 MA0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF322511(NAD 83)
 MA0230_MARKER: Q = CHISELED SQUARE
 MA0230_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0230_SP_SET: ABUTMENT
 MA0230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0230
 MA0230  HISTORY     - Date     Condition        Report By
 MA0230  HISTORY     - UNK      MONUMENTED       NYCRR
 MA0230  HISTORY     - 1934     GOOD             NGS
 MA0230
 MA0230                          STATION DESCRIPTION
 MA0230
 MA0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0230'13.1 MI W FROM KARTHAUS.
 MA0230'ABOUT 13.1 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD
 MA0230'FROM KARTHAUS, CLEARFIELD COUNTY, AT MILEAGE 18.5, AT BRIDGE
 MA0230'R 13 OVER DEER CREEK, ON THE TOP OF THE NORTH END OF THE WEST
 MA0230'CONCRETE ABUTMENT, ON THE BACK SILL, 7 FEET NORTH OF THE CENTER
 MA0230'LINE OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE
 MA0230'RAIL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0664 ***********************************************************************
 KY0664  DESIGNATION -  185
 KY0664  PID         -  KY0664
 KY0664  STATE/COUNTY-  PA/ALLEGHENY
 KY0664  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0664
 KY0664                         *CURRENT SURVEY CONTROL
 KY0664  ___________________________________________________________________
 KY0664* NAD 83(1986)-  40 28 34.     (N)    080 00 44.     (W)     SCALED    
 KY0664* NAVD 88     -       353.691  (meters)    1160.40   (feet)  ADJUSTED  
 KY0664  ___________________________________________________________________
 KY0664  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KY0664  DYNAMIC HT  -         353.507 (meters)    1159.80  (feet)  COMP
 KY0664  MODELED GRAV-     980,094.7   (mgal)                       NAVD 88
 KY0664
 KY0664  VERT ORDER  -  SECOND    CLASS 0
 KY0664
 KY0664.The horizontal coordinates were scaled from a topographic map and have
 KY0664.an estimated accuracy of +/- 6 seconds.
 KY0664
 KY0664.The orthometric height was determined by differential leveling
 KY0664.and adjusted by the National Geodetic Survey in June 1991..
 KY0664
 KY0664.The geoid height was determined by GEOID03.
 KY0664
 KY0664.The dynamic height is computed by dividing the NAVD 88
 KY0664.geopotential number by the normal gravity value computed on the
 KY0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0664.degrees latitude (g = 980.6199 gals.).
 KY0664
 KY0664.The modeled gravity was interpolated from observed gravity values.
 KY0664
 KY0664;                    North         East    Units  Estimated Accuracy
 KY0664;SPC PA S     -   129,350.      408,200.      MT  (+/- 180 meters Scaled)
 KY0664
 KY0664                          SUPERSEDED SURVEY CONTROL
 KY0664
 KY0664  NGVD 29 (??/??/92)  353.848  (m)         1160.92   (f) ADJ UNCH    2 0
 KY0664
 KY0664.Superseded values are not recommended for survey control.
 KY0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0664.See file dsdata.txt to determine how the superseded data were derived.
 KY0664
 KY0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE837810(NAD 83)
 KY0664_MARKER: DD = SURVEY DISK
 KY0664_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0664_SP_SET: RETAINING WALL
 KY0664_STAMPING: 185 DPW
 KY0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0664
 KY0664  HISTORY     - Date     Condition        Report By
 KY0664  HISTORY     - UNK      MONUMENTED       PA6600
 KY0664  HISTORY     - 1960     GOOD             NGS
 KY0664
 KY0664                          STATION DESCRIPTION
 KY0664
 KY0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0664'AT PITTSBURGH.
 KY0664'AT PITTSBURGH, SET IN TOP AND 2 FEET NORTH OF THE SOUTH END OF A
 KY0664'ROCK RETAINING WALL BETWEEN MILROY AVENUE AND PERRYSVILLE AVENUE
 KY0664'(HY 19), 10 FEET WEST OF THE CENTERLINE OF MELROY AVENUE, 21
 KY0664'FEET EAST OF THE EAST MOST TROLLY RAIL IN PERRYSVILLE AVENUE,
 KY0664'ON THE EAST SIDE OF THE IRON BANNISTER IN THE RETAINING WALL,
 KY0664'ABOUT LEVEL WITH PERRYSVILLE AVENUE AND DRILLED IN HORIZONTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0079 ***********************************************************************
 JV0079  DESIGNATION -  186 USGS
 JV0079  PID         -  JV0079
 JV0079  STATE/COUNTY-  PA/LANCASTER
 JV0079  USGS QUAD   -  HOLTWOOD (1990)
 JV0079
 JV0079                         *CURRENT SURVEY CONTROL
 JV0079  ___________________________________________________________________
 JV0079* NAD 83(1986)-  39 52 17.     (N)    076 22 15.     (W)     SCALED    
 JV0079* NAVD 88     -        56.482  (meters)     185.31   (feet)  POSTED    
 JV0079  ___________________________________________________________________
 JV0079  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JV0079  DYNAMIC HT  -          56.450 (meters)     185.20  (feet)  COMP
 JV0079  MODELED GRAV-     980,137.2   (mgal)                       NAVD 88
 JV0079
 JV0079  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JV0079
 JV0079.The horizontal coordinates were scaled from a topographic map and have
 JV0079.an estimated accuracy of +/- 6 seconds.
 JV0079
 JV0079.The orthometric height was determined by differential leveling
 JV0079.and adjusted by the National Geodetic Survey in 1992..
 JV0079.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JV0079.rate of 1.1 thru 2.0 mm/km.
 JV0079
 JV0079.The geoid height was determined by GEOID03.
 JV0079
 JV0079.The dynamic height is computed by dividing the NAVD 88
 JV0079.geopotential number by the normal gravity value computed on the
 JV0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0079.degrees latitude (g = 980.6199 gals.).
 JV0079
 JV0079.The modeled gravity was interpolated from observed gravity values.
 JV0079
 JV0079;                    North         East    Units  Estimated Accuracy
 JV0079;SPC PA S     -    60,660.      717,990.      MT  (+/- 180 meters Scaled)
 JV0079
 JV0079                          SUPERSEDED SURVEY CONTROL
 JV0079
 JV0079  NGVD 29 (??/??/??)   56.746  (m)          186.17   (f) ADJUSTED    1 2
 JV0079
 JV0079.Superseded values are not recommended for survey control.
 JV0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0079.See file dsdata.txt to determine how the superseded data were derived.
 JV0079
 JV0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK827143(NAD 83)
 JV0079_MARKER: DD = SURVEY DISK
 JV0079_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JV0079_STAMPING: 186
 JV0079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV0079
 JV0079  HISTORY     - Date     Condition        Report By
 JV0079  HISTORY     - UNK      MONUMENTED       USGS
 JV0079  HISTORY     - 1955     GOOD             CGS
 JV0079
 JV0079                          STATION DESCRIPTION
 JV0079
 JV0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JV0079'4 MI NW FROM HOLTWOOD.
 JV0079'ABOUT 4.0 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 JV0079'CROSSING OF POWER PLANT ENTRANCE ROAD AT HOLTWOOD, 228 FEET
 JV0079'SOUTHEAST OF MILE POST 29, 171 FEET NORTHWEST OF A 12-FOOT
 JV0079'STEEL BRIDGE OVER A SMALL STREAM, 19 1/2 FEET NORTHEAST OF
 JV0079'NORTHEAST RAIL, 12 FEET WEST OF WEST CORNER OF A 5 BY 8 FOOT
 JV0079'WOODEN RAILROAD SHELTER HOUSE, IN THE TOP AND NEAR THE CENTER
 JV0079'OF THE SOUTHEAST HALF OF A SLANTING ROCK ABOUT 9 BY 10 FEET
 JV0079'AND PROJECTING 3 FEET, AND ABOUT 1 1/2 FEET ABOVE LEVEL OF TRACK.
 JV0079'THE DISK IS SLANTING AND THE POINT LEVELED TOO WAS THE HIGH
 JV0079'POINT WHICH IS THE EDGE OF THE DISK BETWEEN THE WORDS GEOLOGICAL
 JV0079'AND SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0091 ***********************************************************************
 LZ0091  DESIGNATION -  1867.3
 LZ0091  PID         -  LZ0091
 LZ0091  STATE/COUNTY-  PA/SULLIVAN
 LZ0091  USGS QUAD   -  LOPEZ (1983)
 LZ0091
 LZ0091                         *CURRENT SURVEY CONTROL
 LZ0091  ___________________________________________________________________
 LZ0091* NAD 83(1986)-  41 27 38.     (N)    076 21 44.     (W)     SCALED    
 LZ0091* NAVD 88     -       569.161  (meters)    1867.32   (feet)  ADJUSTED  
 LZ0091  ___________________________________________________________________
 LZ0091  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 LZ0091  DYNAMIC HT  -         568.905 (meters)    1866.48  (feet)  COMP
 LZ0091  MODELED GRAV-     980,155.1   (mgal)                       NAVD 88
 LZ0091
 LZ0091  VERT ORDER  -  SECOND    CLASS 0
 LZ0091
 LZ0091.The horizontal coordinates were scaled from a topographic map and have
 LZ0091.an estimated accuracy of +/- 6 seconds.
 LZ0091
 LZ0091.The orthometric height was determined by differential leveling
 LZ0091.and adjusted by the National Geodetic Survey in June 1991..
 LZ0091
 LZ0091.The geoid height was determined by GEOID03.
 LZ0091
 LZ0091.The dynamic height is computed by dividing the NAVD 88
 LZ0091.geopotential number by the normal gravity value computed on the
 LZ0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0091.degrees latitude (g = 980.6199 gals.).
 LZ0091
 LZ0091.The modeled gravity was interpolated from observed gravity values.
 LZ0091
 LZ0091;                    North         East    Units  Estimated Accuracy
 LZ0091;SPC PA N     -   144,620.      715,930.      MT  (+/- 180 meters Scaled)
 LZ0091
 LZ0091                          SUPERSEDED SURVEY CONTROL
 LZ0091
 LZ0091  NGVD 29 (??/??/92)  569.326  (m)         1867.86   (f) ADJ UNCH    2 0
 LZ0091
 LZ0091.Superseded values are not recommended for survey control.
 LZ0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0091.See file dsdata.txt to determine how the superseded data were derived.
 LZ0091
 LZ0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL862907(NAD 83)
 LZ0091_MARKER: Q = CHISELED SQUARE
 LZ0091_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LZ0091_SP_SET: UNSPECIFIED ROCK
 LZ0091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0091
 LZ0091  HISTORY     - Date     Condition        Report By
 LZ0091  HISTORY     - UNK      MONUMENTED       USGS
 LZ0091  HISTORY     - 1934     GOOD             NGS
 LZ0091
 LZ0091                          STATION DESCRIPTION
 LZ0091
 LZ0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0091'1.5 MI SE FROM BERNICE.
 LZ0091'BM 1867.3
 LZ0091'ABOUT 1.5 MILES SOUTHEAST ALONG THE LEHIGH VALLEY RAILROAD FROM
 LZ0091'BERNICE, SULLIVAN COUNTY, ABOUT 2,300 FEET EAST OF MILEPOST
 LZ0091'225, ABOUT 600 FEET SOUTH OF STONE ARCH CULVERT B 224, AT THE
 LZ0091'MIDDLE OF AN S CURVE, ABOUT 220 FEET NORTH OF A 25 M.P.G. SIGN,
 LZ0091'12 FEET SOUTH OF A CAUTION SIGN, 10 FEET EAST OF THE EAST RAIL,
 LZ0091'ON THE TOP OF A 4- BY 8-FOOT EMBEDDED ROCK, AND ABOUT 2 FEET
 LZ0091'LOWER THAN THE TOP OF RAIL.  A CHISELED SQUARE, PAINTED B.M. 1867.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1183 ***********************************************************************
 KX1183  DESIGNATION -  187
 KX1183  PID         -  KX1183
 KX1183  STATE/COUNTY-  PA/SOMERSET
 KX1183  USGS QUAD   -  BOSWELL (1993)
 KX1183
 KX1183                         *CURRENT SURVEY CONTROL
 KX1183  ___________________________________________________________________
 KX1183* NAD 83(1986)-  40 08 51.     (N)    079 02 32.     (W)     SCALED    
 KX1183* NAVD 88     -       551.723  (meters)    1810.11   (feet)  ADJUSTED  
 KX1183  ___________________________________________________________________
 KX1183  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 KX1183  DYNAMIC HT  -         551.401 (meters)    1809.05  (feet)  COMP
 KX1183  MODELED GRAV-     980,024.1   (mgal)                       NAVD 88
 KX1183
 KX1183  VERT ORDER  -  SECOND    CLASS 0
 KX1183
 KX1183.The horizontal coordinates were scaled from a topographic map and have
 KX1183.an estimated accuracy of +/- 6 seconds.
 KX1183
 KX1183.The orthometric height was determined by differential leveling
 KX1183.and adjusted by the National Geodetic Survey in June 1991..
 KX1183
 KX1183.The geoid height was determined by GEOID03.
 KX1183
 KX1183.The dynamic height is computed by dividing the NAVD 88
 KX1183.geopotential number by the normal gravity value computed on the
 KX1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1183.degrees latitude (g = 980.6199 gals.).
 KX1183
 KX1183.The modeled gravity was interpolated from observed gravity values.
 KX1183
 KX1183;                    North         East    Units  Estimated Accuracy
 KX1183;SPC PA S     -    91,210.      489,900.      MT  (+/- 180 meters Scaled)
 KX1183
 KX1183                          SUPERSEDED SURVEY CONTROL
 KX1183
 KX1183  NGVD 29 (??/??/92)  551.851  (m)         1810.53   (f) ADJ UNCH    2 0
 KX1183
 KX1183.Superseded values are not recommended for survey control.
 KX1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1183.See file dsdata.txt to determine how the superseded data were derived.
 KX1183
 KX1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE667459(NAD 83)
 KX1183_MARKER: DD = SURVEY DISK
 KX1183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1183_SP_SET: BRIDGE
 KX1183_STAMPING: 187 USGS HBC 1964
 KX1183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1183
 KX1183  HISTORY     - Date     Condition        Report By
 KX1183  HISTORY     - 1964     MONUMENTED       PADT
 KX1183  HISTORY     - 1967     GOOD             NGS
 KX1183
 KX1183                          STATION DESCRIPTION
 KX1183
 KX1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX1183'AT JENNER.
 KX1183'AT JENNER, SET IN THE TOP OF THE NORTHEAST WINGWALL OF A BRIDE
 KX1183'OVER QUEMAHONING CREEK, 1.2 MILES SOUTHWEST OF BOSWELL, 235 FEET
 KX1183'WEST OF THE CENTERLINE OF STATE HIGHWAY 601, 22 FEET NORTH OF THE
 KX1183'CENTERLINE OF U.S. HIGHWAY 30, AND IS ABOUT 1 FOOT BELOW THE
 KX1183'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0326 ***********************************************************************
 KY0326  DESIGNATION -  18/76
 KY0326  PID         -  KY0326
 KY0326  STATE/COUNTY-  PA/WASHINGTON
 KY0326  USGS QUAD   -  WASHINGTON EAST (1977)
 KY0326
 KY0326                         *CURRENT SURVEY CONTROL
 KY0326  ___________________________________________________________________
 KY0326* NAD 83(1986)-  40 12 43.     (N)    080 14 14.     (W)     SCALED    
 KY0326* NAVD 88     -       299.584  (meters)     982.89   (feet)  ADJUSTED  
 KY0326  ___________________________________________________________________
 KY0326  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 KY0326  DYNAMIC HT  -         299.417 (meters)     982.34  (feet)  COMP
 KY0326  MODELED GRAV-     980,063.1   (mgal)                       NAVD 88
 KY0326
 KY0326  VERT ORDER  -  SECOND    CLASS 0
 KY0326
 KY0326.The horizontal coordinates were scaled from a topographic map and have
 KY0326.an estimated accuracy of +/- 6 seconds.
 KY0326
 KY0326.The orthometric height was determined by differential leveling
 KY0326.and adjusted by the National Geodetic Survey in June 1991..
 KY0326
 KY0326.The geoid height was determined by GEOID03.
 KY0326
 KY0326.The dynamic height is computed by dividing the NAVD 88
 KY0326.geopotential number by the normal gravity value computed on the
 KY0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0326.degrees latitude (g = 980.6199 gals.).
 KY0326
 KY0326.The modeled gravity was interpolated from observed gravity values.
 KY0326
 KY0326;                    North         East    Units  Estimated Accuracy
 KY0326;SPC PA S     -   100,540.      388,300.      MT  (+/- 180 meters Scaled)
 KY0326
 KY0326                          SUPERSEDED SURVEY CONTROL
 KY0326
 KY0326  NGVD 29 (??/??/92)  299.722  (m)          983.34   (f) ADJ UNCH    2 0
 KY0326
 KY0326.Superseded values are not recommended for survey control.
 KY0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0326.See file dsdata.txt to determine how the superseded data were derived.
 KY0326
 KY0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE649515(NAD 83)
 KY0326_MARKER: Q = CHISELED SQUARE
 KY0326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0326_SP_SET: ABUTMENT
 KY0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0326
 KY0326  HISTORY     - Date     Condition        Report By
 KY0326  HISTORY     - UNK      MONUMENTED       PRR
 KY0326  HISTORY     - 1935     GOOD             NGS
 KY0326  HISTORY     - 20010510 POOR             PADT
 KY0326
 KY0326                          STATION DESCRIPTION
 KY0326
 KY0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KY0326'0.7 MI S FROM MEADOW LANDS.
 KY0326'0.7 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY0326'AT MEADOW LANDS, AT BRIDGE 18/76, AND ON THE TOP OF THE NORTHWEST
 KY0326'CORNER OF THE ABUTMENT.  A CHISELED SQUARE.
 KY0326
 KY0326                          STATION RECOVERY (2001)
 KY0326
 KY0326'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DP)
 KY0326'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0074 ***********************************************************************
 JV0074  DESIGNATION -  188 USGS
 JV0074  PID         -  JV0074
 JV0074  STATE/COUNTY-  PA/LANCASTER
 JV0074  USGS QUAD   -  HOLTWOOD (1990)
 JV0074
 JV0074                         *CURRENT SURVEY CONTROL
 JV0074  ___________________________________________________________________
 JV0074* NAD 83(1986)-  39 50 11.     (N)    076 20 22.     (W)     SCALED    
 JV0074* NAVD 88     -        57.153  (meters)     187.51   (feet)  ADJUSTED  
 JV0074  ___________________________________________________________________
 JV0074  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JV0074  DYNAMIC HT  -          57.124 (meters)     187.41  (feet)  COMP
 JV0074  MODELED GRAV-     980,126.5   (mgal)                       NAVD 88
 JV0074
 JV0074  VERT ORDER  -  FIRST     CLASS II
 JV0074
 JV0074.The horizontal coordinates were scaled from a topographic map and have
 JV0074.an estimated accuracy of +/- 6 seconds.
 JV0074
 JV0074.The orthometric height was determined by differential leveling
 JV0074.and adjusted by the National Geodetic Survey in June 1991..
 JV0074
 JV0074.The geoid height was determined by GEOID03.
 JV0074
 JV0074.The dynamic height is computed by dividing the NAVD 88
 JV0074.geopotential number by the normal gravity value computed on the
 JV0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0074.degrees latitude (g = 980.6199 gals.).
 JV0074
 JV0074.The modeled gravity was interpolated from observed gravity values.
 JV0074
 JV0074;                    North         East    Units  Estimated Accuracy
 JV0074;SPC PA S     -    56,820.      720,740.      MT  (+/- 180 meters Scaled)
 JV0074
 JV0074                          SUPERSEDED SURVEY CONTROL
 JV0074
 JV0074  NGVD 29 (??/??/??)   57.407  (m)          188.34   (f) ADJUSTED    1 2
 JV0074
 JV0074.Superseded values are not recommended for survey control.
 JV0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0074.See file dsdata.txt to determine how the superseded data were derived.
 JV0074
 JV0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK853104(NAD 83)
 JV0074_MARKER: DD = SURVEY DISK
 JV0074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV0074_SP_SET: BRIDGE
 JV0074_STAMPING: 188
 JV0074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV0074
 JV0074  HISTORY     - Date     Condition        Report By
 JV0074  HISTORY     - UNK      MONUMENTED       USGS
 JV0074  HISTORY     - 1955     GOOD             CGS
 JV0074
 JV0074                          STATION DESCRIPTION
 JV0074
 JV0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JV0074'0.7 MI NW FROM HOLTWOOD.
 JV0074'ABOUT 0.7 MILE NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JV0074'CROSSING OF POWER PLANT ROAD AT HOLTWOOD, AT MC CALLS FERRY,
 JV0074'ABOUT 0.35 MILE SOUTHEAST OF MILE POST 26, ABOUT 50 YARDS
 JV0074'NORTHEAST OF THE RAILROAD TRACK, IN THE TOP OF SOUTH END OF
 JV0074'NORTH WING WALL OF THE NORTHWEST STONE MASONRY ABUTMENT OF 65-FOOT
 JV0074'STEEL BRIDGE UNDER STATE HIGHWAY 372 OVER KELLYS RUN, 7 1/2
 JV0074'FEET NORTHEAST OF CENTER LINE OF HIGHWAY AND ABOUT 2 FEET
 JV0074'ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0649 ***********************************************************************
 JW0649  DESIGNATION -  1881
 JW0649  PID         -  JW0649
 JW0649  STATE/COUNTY-  PA/SOMERSET
 JW0649  USGS QUAD   -  MURDOCK (1981)
 JW0649
 JW0649                         *CURRENT SURVEY CONTROL
 JW0649  ___________________________________________________________________
 JW0649* NAD 83(1986)-  39 56 11.     (N)    079 06 59.     (W)     SCALED    
 JW0649* NAVD 88     -       573.284  (meters)    1880.85   (feet)  ADJUSTED  
 JW0649  ___________________________________________________________________
 JW0649  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 JW0649  DYNAMIC HT  -         572.924 (meters)    1879.67  (feet)  COMP
 JW0649  MODELED GRAV-     979,981.1   (mgal)                       NAVD 88
 JW0649
 JW0649  VERT ORDER  -  SECOND    CLASS 0
 JW0649
 JW0649.The horizontal coordinates were scaled from a topographic map and have
 JW0649.an estimated accuracy of +/- 6 seconds.
 JW0649
 JW0649.The orthometric height was determined by differential leveling
 JW0649.and adjusted by the National Geodetic Survey in June 1991..
 JW0649
 JW0649.The geoid height was determined by GEOID03.
 JW0649
 JW0649.The dynamic height is computed by dividing the NAVD 88
 JW0649.geopotential number by the normal gravity value computed on the
 JW0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0649.degrees latitude (g = 980.6199 gals.).
 JW0649
 JW0649.The modeled gravity was interpolated from observed gravity values.
 JW0649
 JW0649;                    North         East    Units  Estimated Accuracy
 JW0649;SPC PA S     -    67,860.      483,220.      MT  (+/- 180 meters Scaled)
 JW0649
 JW0649                          SUPERSEDED SURVEY CONTROL
 JW0649
 JW0649  NGVD 29 (??/??/92)  573.400  (m)         1881.23   (f) ADJ UNCH    2 0
 JW0649
 JW0649.Superseded values are not recommended for survey control.
 JW0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0649.See file dsdata.txt to determine how the superseded data were derived.
 JW0649
 JW0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE609223(NAD 83)
 JW0649_MARKER: DB = BENCH MARK DISK
 JW0649_SETTING: 66 = SET IN ROCK OUTCROP
 JW0649_SP_SET: ROCK OUTCROP
 JW0649_STAMPING: 1881 1908
 JW0649_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0649+STABILITY: POSITION/ELEVATION WELL
 JW0649
 JW0649  HISTORY     - Date     Condition        Report By
 JW0649  HISTORY     - 1908     MONUMENTED       CGS
 JW0649  HISTORY     - 1935     GOOD             NGS
 JW0649  HISTORY     - 1974     GOOD             PADT
 JW0649
 JW0649                          STATION DESCRIPTION
 JW0649
 JW0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0649'3.2 MI N FROM ROCKWOOD.
 JW0649'3.2 MILES NORTH ALONG THE BALTIMORE AND OHIO RR FROM THE STATION
 JW0649'AT ROCKWOOD, SOMERSET COUNTY, AT SHAMROCK, 0.4 MILE NORTHEAST
 JW0649'OF THE STATION, 114 FEET SOUTHEAST OF POLE 3+17, 72 FEET EAST
 JW0649'OF THE CENTER LINE OF THE TRACK, 60 FEET SOUTH OF THE CENTER
 JW0649'LINE OF A STREAM RUNNING WEST, AND IN THE TOP OF A LIMESTONE
 JW0649'ROCK OUTCROP.
 JW0649
 JW0649                          STATION RECOVERY (1974)
 JW0649
 JW0649'RECOVERY NOTE BY PA DEPT OF TRANSP 1974
 JW0649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1052 ***********************************************************************
 LY1052  DESIGNATION -  1887
 LY1052  PID         -  LY1052
 LY1052  STATE/COUNTY-  PA/WAYNE
 LY1052  USGS QUAD   -  WAYMART (1994)
 LY1052
 LY1052                         *CURRENT SURVEY CONTROL
 LY1052  ___________________________________________________________________
 LY1052* NAD 83(1986)-  41 34 46.     (N)    075 25 59.     (W)     SCALED    
 LY1052* NAVD 88     -       575.057  (meters)    1886.67   (feet)  ADJUSTED  
 LY1052  ___________________________________________________________________
 LY1052  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 LY1052  DYNAMIC HT  -         574.828 (meters)    1885.91  (feet)  COMP
 LY1052  MODELED GRAV-     980,204.4   (mgal)                       NAVD 88
 LY1052
 LY1052  VERT ORDER  -  SECOND    CLASS 0
 LY1052
 LY1052.The horizontal coordinates were scaled from a topographic map and have
 LY1052.an estimated accuracy of +/- 6 seconds.
 LY1052
 LY1052.The orthometric height was determined by differential leveling
 LY1052.and adjusted by the National Geodetic Survey in June 1991..
 LY1052
 LY1052.The geoid height was determined by GEOID03.
 LY1052
 LY1052.The dynamic height is computed by dividing the NAVD 88
 LY1052.geopotential number by the normal gravity value computed on the
 LY1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1052.degrees latitude (g = 980.6199 gals.).
 LY1052
 LY1052.The modeled gravity was interpolated from observed gravity values.
 LY1052
 LY1052;                    North         East    Units  Estimated Accuracy
 LY1052;SPC PA N     -   159,480.      793,190.      MT  (+/- 180 meters Scaled)
 LY1052
 LY1052                          SUPERSEDED SURVEY CONTROL
 LY1052
 LY1052  NGVD 29 (??/??/92)  575.251  (m)         1887.30   (f) ADJ UNCH    2 0
 LY1052
 LY1052.Superseded values are not recommended for survey control.
 LY1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1052.See file dsdata.txt to determine how the superseded data were derived.
 LY1052
 LY1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM639031(NAD 83)
 LY1052_MARKER: Q = CHISELED SQUARE
 LY1052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1052_SP_SET: CULVERT
 LY1052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1052
 LY1052  HISTORY     - Date     Condition        Report By
 LY1052  HISTORY     - UNK      MONUMENTED       USGS
 LY1052  HISTORY     - 1934     GOOD             NGS
 LY1052
 LY1052                          STATION DESCRIPTION
 LY1052
 LY1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY1052'AT FAIRVIEW.
 LY1052'AT FAIRVIEW, WAYNE COUNTY, ON U.S. HIGHWAY 6, ABOUT 150 FEET
 LY1052'SOUTH OF STATE HOSPITAL GUARDS DORMITORY, ABOUT 100 FEET
 LY1052'SOUTHEAST OF THE INTERSECTION WITH A TOWNSHIP MACADAM ROAD, ON
 LY1052'THE NORTHWEST CORNER OF THE NORTH HEAD WALL OF A CONCRETE
 LY1052'CULVERT, 20 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND
 LY1052'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1106 ***********************************************************************
 LZ1106  DESIGNATION -  1893.5
 LZ1106  PID         -  LZ1106
 LZ1106  STATE/COUNTY-  PA/CLINTON
 LZ1106  USGS QUAD   -  JERSEY MILLS (1983)
 LZ1106
 LZ1106                         *CURRENT SURVEY CONTROL
 LZ1106  ___________________________________________________________________
 LZ1106* NAD 83(1986)-  41 17 08.     (N)    077 26 22.     (W)     SCALED    
 LZ1106* NAVD 88     -       577.090  (meters)    1893.34   (feet)  ADJUSTED  
 LZ1106  ___________________________________________________________________
 LZ1106  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LZ1106  DYNAMIC HT  -         576.812 (meters)    1892.42  (feet)  COMP
 LZ1106  MODELED GRAV-     980,123.5   (mgal)                       NAVD 88
 LZ1106
 LZ1106  VERT ORDER  -  SECOND    CLASS 0
 LZ1106
 LZ1106.The horizontal coordinates were scaled from a topographic map and have
 LZ1106.an estimated accuracy of +/- 6 seconds.
 LZ1106
 LZ1106.The orthometric height was determined by differential leveling
 LZ1106.and adjusted by the National Geodetic Survey in June 1991..
 LZ1106
 LZ1106.The geoid height was determined by GEOID03.
 LZ1106
 LZ1106.The dynamic height is computed by dividing the NAVD 88
 LZ1106.geopotential number by the normal gravity value computed on the
 LZ1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1106.degrees latitude (g = 980.6199 gals.).
 LZ1106
 LZ1106.The modeled gravity was interpolated from observed gravity values.
 LZ1106
 LZ1106;                    North         East    Units  Estimated Accuracy
 LZ1106;SPC PA N     -   124,300.      626,010.      MT  (+/- 180 meters Scaled)
 LZ1106
 LZ1106                          SUPERSEDED SURVEY CONTROL
 LZ1106
 LZ1106  NGVD 29 (??/??/92)  577.278  (m)         1893.95   (f) ADJ UNCH    2 0
 LZ1106
 LZ1106.Superseded values are not recommended for survey control.
 LZ1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1106.See file dsdata.txt to determine how the superseded data were derived.
 LZ1106
 LZ1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL957733(NAD 83)
 LZ1106_MARKER: N = NAIL
 LZ1106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1106_SP_SET: OAK TREE ROOT
 LZ1106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1106
 LZ1106  HISTORY     - Date     Condition        Report By
 LZ1106  HISTORY     - UNK      MONUMENTED       USGS
 LZ1106  HISTORY     - 1935     GOOD             NGS
 LZ1106
 LZ1106                          STATION DESCRIPTION
 LZ1106
 LZ1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ1106'3.5 MI S FROM HANEYVILLE.
 LZ1106'3.5 MILES SOUTH ALONG TOWNSHIP ROAD 18012 FROM HANEYVILLE, AT
 LZ1106'HIGHWAY STATION 5-59+50, 55 FEET SOUTHWEST OF THE CENTER OF THE
 LZ1106'JUNCTION OF THE OTT FORK ROAD, 24 FEET SOUTHEAST OF THE CENTER OF
 LZ1106'THE JUNCTION OF A DIRT ROAD LEADING SOUTH, 21 FEET SOUTH OF THE
 LZ1106'CENTER LINE OF TOWNSHIP ROAD 18012, 6 FEET WEST OF A TREE BEARING
 LZ1106'A CROSS PAINTED 1893.5, IN THE NORTHWEST ROOT OF A 36-INCH OAK
 LZ1106'TREE PAINTED ON THE SOUTHWEST SIDE WITH B M AND AN ARROW, AND
 LZ1106'LEVEL WITH THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0930 ***********************************************************************
 KX0930  DESIGNATION -  19
 KX0930  PID         -  KX0930
 KX0930  STATE/COUNTY-  PA/ARMSTRONG
 KX0930  USGS QUAD   -  ELDERTON (1977)
 KX0930
 KX0930                         *CURRENT SURVEY CONTROL
 KX0930  ___________________________________________________________________
 KX0930* NAD 83(1986)-  40 40 38.     (N)    079 19 31.     (W)     SCALED    
 KX0930* NAVD 88     -       302.972  (meters)     994.00   (feet)  ADJUSTED  
 KX0930  ___________________________________________________________________
 KX0930  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 KX0930  DYNAMIC HT  -         302.819 (meters)     993.50  (feet)  COMP
 KX0930  MODELED GRAV-     980,110.9   (mgal)                       NAVD 88
 KX0930
 KX0930  VERT ORDER  -  SECOND    CLASS 0
 KX0930
 KX0930.The horizontal coordinates were scaled from a topographic map and have
 KX0930.an estimated accuracy of +/- 6 seconds.
 KX0930
 KX0930.The orthometric height was determined by differential leveling
 KX0930.and adjusted by the National Geodetic Survey in June 1991..
 KX0930
 KX0930.The geoid height was determined by GEOID03.
 KX0930
 KX0930.The dynamic height is computed by dividing the NAVD 88
 KX0930.geopotential number by the normal gravity value computed on the
 KX0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0930.degrees latitude (g = 980.6199 gals.).
 KX0930
 KX0930.The modeled gravity was interpolated from observed gravity values.
 KX0930
 KX0930;                    North         East    Units  Estimated Accuracy
 KX0930;SPC PA S     -   150,410.      466,830.      MT  (+/- 180 meters Scaled)
 KX0930
 KX0930                          SUPERSEDED SURVEY CONTROL
 KX0930
 KX0930  NGVD 29 (??/??/92)  303.150  (m)          994.58   (f) ADJ UNCH    2 0
 KX0930
 KX0930.Superseded values are not recommended for survey control.
 KX0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0930.See file dsdata.txt to determine how the superseded data were derived.
 KX0930
 KX0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF415042(NAD 83)
 KX0930_MARKER: DD = SURVEY DISK
 KX0930_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0930_SP_SET: BRIDGE
 KX0930_STAMPING: 19 USGS WKD 1962 ELEV 1905
 KX0930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0930
 KX0930  HISTORY     - Date     Condition        Report By
 KX0930  HISTORY     - 1962     MONUMENTED       USGS
 KX0930  HISTORY     - 1967     GOOD             NGS
 KX0930
 KX0930                          STATION DESCRIPTION
 KX0930
 KX0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0930'1.5 MI NW FROM SHELOCTA.
 KX0930'1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 422 FROM ITS JUNCTION
 KX0930'WITH STATE HIGHWAY 156, SET IN THE TOP OF THE SOUTHEAST CORNER IN
 KX0930'THE CURB OF A BRIDGE, 1 FOOT NORTH OF THE SOUTH END OF THE BRIDGE,
 KX0930'18 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND IS ABOUT 1
 KX0930'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0262 ***********************************************************************
 LZ0262  DESIGNATION -  19
 LZ0262  PID         -  LZ0262
 LZ0262  STATE/COUNTY-  PA/NORTHUMBERLAND
 LZ0262  USGS QUAD   -  MILTON (1983)
 LZ0262
 LZ0262                         *CURRENT SURVEY CONTROL
 LZ0262  ___________________________________________________________________
 LZ0262* NAD 83(1986)-  41 02 41.     (N)    076 51 02.     (W)     SCALED    
 LZ0262* NAVD 88     -       142.761  (meters)     468.38   (feet)  ADJUSTED  
 LZ0262  ___________________________________________________________________
 LZ0262  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LZ0262  DYNAMIC HT  -         142.699 (meters)     468.17  (feet)  COMP
 LZ0262  MODELED GRAV-     980,191.3   (mgal)                       NAVD 88
 LZ0262
 LZ0262  VERT ORDER  -  FIRST     CLASS II
 LZ0262
 LZ0262.The horizontal coordinates were scaled from a topographic map and have
 LZ0262.an estimated accuracy of +/- 6 seconds.
 LZ0262
 LZ0262.The orthometric height was determined by differential leveling
 LZ0262.and adjusted by the National Geodetic Survey in June 1991..
 LZ0262
 LZ0262.The geoid height was determined by GEOID03.
 LZ0262
 LZ0262.The dynamic height is computed by dividing the NAVD 88
 LZ0262.geopotential number by the normal gravity value computed on the
 LZ0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0262.degrees latitude (g = 980.6199 gals.).
 LZ0262
 LZ0262.The modeled gravity was interpolated from observed gravity values.
 LZ0262
 LZ0262;                    North         East    Units  Estimated Accuracy
 LZ0262;SPC PA N     -    97,900.      675,620.      MT  (+/- 180 meters Scaled)
 LZ0262
 LZ0262                          SUPERSEDED SURVEY CONTROL
 LZ0262
 LZ0262  NGVD 29 (??/??/92)  142.985  (m)          469.11   (f) ADJ UNCH    1 2
 LZ0262
 LZ0262.Superseded values are not recommended for survey control.
 LZ0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0262.See file dsdata.txt to determine how the superseded data were derived.
 LZ0262
 LZ0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL444453(NAD 83)
 LZ0262_MARKER: B = BOLT
 LZ0262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0262_SP_SET: BRIDGE
 LZ0262_STAMPING: BM 9119
 LZ0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0262
 LZ0262  HISTORY     - Date     Condition        Report By
 LZ0262  HISTORY     - UNK      MONUMENTED       PRR
 LZ0262  HISTORY     - 1959     GOOD             NGS
 LZ0262  HISTORY     - 1960     GOOD             NGS
 LZ0262
 LZ0262                          STATION DESCRIPTION
 LZ0262
 LZ0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LZ0262'1.7 MI N FROM MILTON.
 LZ0262'ABOUT 1.7 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LZ0262'STATION AT MILTON, 23 YARDS NORTH OF THE CENTER OF THE BRIDGE
 LZ0262'NO. 273.29 (THE OVERPASS OVER STATE HIGHWAY NO 14) IN THE CENTER
 LZ0262'OF THE EAST HEADWALL OF A STONE ARCH BRIDGE, 11.9 FEET SOUTH
 LZ0262'OF THE NORTH END OF THE HEADWALL, AND 6.8 FEET EAST OF THE EAST
 LZ0262'RAIL OF THE NORTH BOUND TRACK.  A COPPER BOLT WHICH IS NOW UNDER
 LZ0262'A BRIDGE PIPE STANCHION.  THIS POINT WAS MOVED OUT TO THE O PART
 LZ0262'OF THE FIRST NUMBER 9 CHISELED IN THE CONCRETE ALONG SIDE THE
 LZ0262'STANCHION, THIS POINT IS THE SAME ELEVATION AS THE COPPER BOLT.
 LZ0262
 LZ0262                          STATION RECOVERY (1960)
 LZ0262
 LZ0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 LZ0262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3386 ***********************************************************************
 KV3386  DESIGNATION -  19
 KV3386  PID         -  KV3386
 KV3386  STATE/COUNTY-  PA/BERKS
 KV3386  USGS QUAD   -  FLEETWOOD (1980)
 KV3386
 KV3386                         *CURRENT SURVEY CONTROL
 KV3386  ___________________________________________________________________
 KV3386* NAD 83(1986)-  40 28 40.     (N)    075 46 06.     (W)     SCALED    
 KV3386* NAVD 88     -       152.351  (meters)     499.84   (feet)  ADJUSTED  
 KV3386  ___________________________________________________________________
 KV3386  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 KV3386  DYNAMIC HT  -         152.272 (meters)     499.58  (feet)  COMP
 KV3386  MODELED GRAV-     980,103.0   (mgal)                       NAVD 88
 KV3386
 KV3386  VERT ORDER  -  FIRST     CLASS II
 KV3386
 KV3386.The horizontal coordinates were scaled from a topographic map and have
 KV3386.an estimated accuracy of +/- 6 seconds.
 KV3386
 KV3386.The orthometric height was determined by differential leveling
 KV3386.and adjusted by the National Geodetic Survey in June 1991..
 KV3386
 KV3386.The geoid height was determined by GEOID03.
 KV3386
 KV3386.The dynamic height is computed by dividing the NAVD 88
 KV3386.geopotential number by the normal gravity value computed on the
 KV3386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3386.degrees latitude (g = 980.6199 gals.).
 KV3386
 KV3386.The modeled gravity was interpolated from observed gravity values.
 KV3386
 KV3386;                    North         East    Units  Estimated Accuracy
 KV3386;SPC PA S     -   128,960.      768,020.      MT  (+/- 180 meters Scaled)
 KV3386
 KV3386                          SUPERSEDED SURVEY CONTROL
 KV3386
 KV3386.No superseded survey control is available for this station.
 KV3386
 KV3386_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK348810(NAD 83)
 KV3386_MARKER: DD = SURVEY DISK
 KV3386_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 KV3386_SP_SET: BRIDGE
 KV3386_STAMPING: 19
 KV3386_MARK LOGO: PADH  
 KV3386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3386+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2003
 KV3386
 KV3386  HISTORY     - Date     Condition        Report By
 KV3386  HISTORY     - UNK      MONUMENTED       PADH
 KV3386  HISTORY     - 1979     GOOD             NGS
 KV3386  HISTORY     - 20010331 GOOD             NGS
 KV3386  HISTORY     - 20031229 GOOD             USPSQD
 KV3386
 KV3386                          STATION DESCRIPTION
 KV3386
 KV3386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3386'IN LYONS.
 KV3386'IN LYONS, 0.55 MILE WEST ALONG STATE AVENUE FROM THE INTERSECTION OF
 KV3386'KEMP STREET, AT THE SOUTHWEST END IN TOP OF THE SOUTHEAST ABUTMENT
 KV3386'OF THE OVERPASS BRIDGE OVER THE READING RAILROAD, 18.7 FEET SOUTH
 KV3386'FO THE CENTER OF THE BRIDGE, 6 INCHES EAST OF THE SOUTHEAST CORNER OF
 KV3386'THE BRIDGE.
 KV3386
 KV3386                          STATION RECOVERY (2001)
 KV3386
 KV3386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV3386'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV3386
 KV3386                          STATION RECOVERY (2003)
 KV3386
 KV3386'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEQ)
 KV3386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1852 ***********************************************************************
 MB1852  DESIGNATION -  19 BRP 1252 ET
 MB1852  PID         -  MB1852
 MB1852  STATE/COUNTY-  PA/CRAWFORD
 MB1852  USGS QUAD   -  BLOOMING VALLEY (1981)
 MB1852
 MB1852                         *CURRENT SURVEY CONTROL
 MB1852  ___________________________________________________________________
 MB1852* NAD 83(1992)-  41 44 43.34793(N)    080 06 31.81948(W)     ADJUSTED  
 MB1852* NAVD 88     -       381.35   (+/-2cm)    1251.1    (feet)  VERTCON   
 MB1852  ___________________________________________________________________
 MB1852  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 MB1852  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 MB1852
 MB1852  HORZ ORDER  -  THIRD
 MB1852  VERT ORDER  -  THIRD ? (See Below)
 MB1852
 MB1852.The horizontal coordinates were established by classical geodetic methods
 MB1852.and adjusted by the National Geodetic Survey in June 2002..
 MB1852
 MB1852.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1852.The vertical order pertains to the NGVD 29 superseded value.
 MB1852
 MB1852.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1852
 MB1852.The geoid height was determined by GEOID03.
 MB1852
 MB1852;                    North         East     Units Scale Factor Converg.
 MB1852;SPC PA N     -   177,995.571   403,820.763   MT  0.99997319   -1 33 37.7
 MB1852;SPC PA N     -   583,973.80  1,324,868.62   sFT  0.99997319   -1 33 37.7
 MB1852;UTM  17      - 4,621,889.762   574,097.694   MT  0.99966756   +0 35 36.2
 MB1852
 MB1852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1852!SPC PA N     -   0.99994551  x   0.99997319  =   0.99991870
 MB1852!UTM  17      -   0.99994551  x   0.99966756  =   0.99961308
 MB1852
 MB1852:                Primary Azimuth Mark                     Grid Az
 MB1852:SPC PA N     -  STA 3 LINE 2 NO 2                        276 11 53.7
 MB1852:UTM  17      -  STA 3 LINE 2 NO 2                        274 02 39.8
 MB1852
 MB1852|---------------------------------------------------------------------|
 MB1852| PID    Reference Object                     Distance      Geod. Az  |
 MB1852|                                                           dddmmss.s |
 MB1852| MB1865 STA 3 LINE 2 NO 2                   APPROX. 6.3 KM 2743816.0 |
 MB1852|---------------------------------------------------------------------|
 MB1852
 MB1852                          SUPERSEDED SURVEY CONTROL
 MB1852
 MB1852  NAD 83(1995)-  41 44 43.35628(N)    080 06 31.82127(W) AD(       ) 3
 MB1852  NAD 83(1986)-  41 44 43.35425(N)    080 06 31.82059(W) AD(       ) 3
 MB1852  NAD 27      -  41 44 43.15750(N)    080 06 32.62060(W) AD(       ) 3
 MB1852  NGVD 29 (07/19/86)  381.51   (m)         1251.7    (f) LEVELING    3  
 MB1852
 MB1852.Superseded values are not recommended for survey control.
 MB1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1852.See file dsdata.txt to determine how the superseded data were derived.
 MB1852
 MB1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7409821890(NAD 83)
 MB1852_MARKER: DD = SURVEY DISK
 MB1852_SETTING: 0 = UNSPECIFIED SETTING
 MB1852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1852
 MB1852  HISTORY     - Date     Condition        Report By
 MB1852  HISTORY     - 1964     MONUMENTED       USGS
 MB1852
 MB1852                          STATION DESCRIPTION
 MB1852
 MB1852'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MB1852'WOODCOCK, 1.0 MI SW. OF, ALONG STATE HIGHWAY 86, THENCE 0.9 MI W.
 MB1852'ALONG DIRT RD., 39 FT S. AND 18 FT W. OF, AND 2.5 FT HIGHER THAN
 MB1852'CENTERLINE OF RD. S., IN CONCRETE POST, STANDARD DISK
 MB1852'STAMPED---19 BRP 1964 1252 ET---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0462 ***********************************************************************
 KX0462  DESIGNATION -  19 DOF
 KX0462  PID         -  KX0462
 KX0462  STATE/COUNTY-  PA/CAMBRIA
 KX0462  USGS QUAD   -  GEISTOWN (1993)
 KX0462
 KX0462                         *CURRENT SURVEY CONTROL
 KX0462  ___________________________________________________________________
 KX0462* NAD 83(1986)-  40 19 29.     (N)    078 51 45.     (W)     SCALED    
 KX0462* NAVD 88     -       609.305  (meters)    1999.03   (feet)  ADJUSTED  
 KX0462  ___________________________________________________________________
 KX0462  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KX0462  DYNAMIC HT  -         608.978 (meters)    1997.96  (feet)  COMP
 KX0462  MODELED GRAV-     980,067.5   (mgal)                       NAVD 88
 KX0462
 KX0462  VERT ORDER  -  FIRST     CLASS I
 KX0462
 KX0462.The horizontal coordinates were scaled from a topographic map and have
 KX0462.an estimated accuracy of +/- 6 seconds.
 KX0462
 KX0462.The orthometric height was determined by differential leveling
 KX0462.and adjusted by the National Geodetic Survey in June 1991..
 KX0462
 KX0462.The geoid height was determined by GEOID03.
 KX0462
 KX0462.The dynamic height is computed by dividing the NAVD 88
 KX0462.geopotential number by the normal gravity value computed on the
 KX0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0462.degrees latitude (g = 980.6199 gals.).
 KX0462
 KX0462.The modeled gravity was interpolated from observed gravity values.
 KX0462
 KX0462;                    North         East    Units  Estimated Accuracy
 KX0462;SPC PA S     -   110,670.      505,460.      MT  (+/- 180 meters Scaled)
 KX0462
 KX0462                          SUPERSEDED SURVEY CONTROL
 KX0462
 KX0462  NGVD 29 (??/??/92)  609.476  (m)         1999.59   (f) ADJ UNCH    1 1
 KX0462
 KX0462.Superseded values are not recommended for survey control.
 KX0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0462.See file dsdata.txt to determine how the superseded data were derived.
 KX0462
 KX0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE815659(NAD 83)
 KX0462_MARKER: DD = SURVEY DISK
 KX0462_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0462_SP_SET: CULVERT
 KX0462_STAMPING: 19 DOP 1999 FT 1962
 KX0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0462
 KX0462  HISTORY     - Date     Condition        Report By
 KX0462  HISTORY     - 1962     MONUMENTED       USGS
 KX0462  HISTORY     - 1966     GOOD             NGS
 KX0462
 KX0462                          STATION DESCRIPTION
 KX0462
 KX0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0462'3.2 MI E FROM JOHNSTOWN.
 KX0462'ABOUT 3.2 MILES EAST ALONG STATE HIGHWAY 53 FROM THE CITY HALL
 KX0462'AT JOHNSTOWN, 0.1 MILE EAST OF THE CENTER OF THE JUNCTION OF THE
 KX0462'HIGHWAY AND TRUMAN BLVD LEADING NORTHWEST TO FRANKLIN, SET ON
 KX0462'THE TOP OF THE WEST END OF THE NORTH CONCRETE WALL FOR A PIPE
 KX0462'CULVERT UNDER THE HIGHWAY, 17 FEET NORTH OF THE CENTER LINE OF THE
 KX0462'HIGHWAY, 19 FEET EAST OF THE CENTER LINE OF A DRIVEWAY TO HOUSE
 KX0462'NO. 1351, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0248 ***********************************************************************
 KY0248  CBN         -  This is a Cooperative Base Network Control Station.
 KY0248  DESIGNATION -  19 JWM
 KY0248  PID         -  KY0248
 KY0248  STATE/COUNTY-  PA/ALLEGHENY
 KY0248  USGS QUAD   -  EMSWORTH (1979)
 KY0248
 KY0248                         *CURRENT SURVEY CONTROL
 KY0248  ___________________________________________________________________
 KY0248* NAD 83(1992)-  40 37 21.05051(N)    080 05 27.70864(W)     ADJUSTED  
 KY0248* NAVD 88     -       339.813  (meters)    1114.87   (feet)  ADJUSTED  
 KY0248  ___________________________________________________________________
 KY0248  X           -     834,297.908 (meters)                     COMP
 KY0248  Y           -  -4,775,896.842 (meters)                     COMP
 KY0248  Z           -   4,130,894.590 (meters)                     COMP
 KY0248  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 KY0248  ELLIP HEIGHT-         305.83  (meters)          (03/28/01) GPS OBS
 KY0248  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KY0248  DYNAMIC HT  -         339.636 (meters)    1114.29  (feet)  COMP
 KY0248  MODELED GRAV-     980,094.3   (mgal)                       NAVD 88
 KY0248
 KY0248  HORZ ORDER  -  A
 KY0248  VERT ORDER  -  SECOND    CLASS 0
 KY0248  ELLP ORDER  -  THIRD     CLASS II
 KY0248
 KY0248.The horizontal coordinates were established by GPS observations
 KY0248.and adjusted by the National Geodetic Survey in March 2001..
 KY0248
 KY0248.The orthometric height was determined by differential leveling
 KY0248.and adjusted by the National Geodetic Survey in June 1991..
 KY0248
 KY0248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY0248
 KY0248.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY0248
 KY0248.The ellipsoidal height was determined by GPS observations
 KY0248.and is referenced to NAD 83.
 KY0248
 KY0248.The geoid height was determined by GEOID03.
 KY0248
 KY0248.The dynamic height is computed by dividing the NAVD 88
 KY0248.geopotential number by the normal gravity value computed on the
 KY0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0248.degrees latitude (g = 980.6199 gals.).
 KY0248
 KY0248.The modeled gravity was interpolated from observed gravity values.
 KY0248
 KY0248;                    North         East     Units Scale Factor Converg.
 KY0248;SPC PA S     -   145,770.420   401,947.898   MT  0.99996398   -1 31 07.8
 KY0248;SPC PA S     -   478,248.45  1,318,724.06   sFT  0.99996398   -1 31 07.8
 KY0248;UTM  17      - 4,497,250.981   576,880.726   MT  0.99967275   +0 35 30.6
 KY0248
 KY0248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY0248!SPC PA S     -   0.99995203  x   0.99996398  =   0.99991601
 KY0248!UTM  17      -   0.99995203  x   0.99967275  =   0.99962479
 KY0248
 KY0248                          SUPERSEDED SURVEY CONTROL
 KY0248
 KY0248  NAVD 88 (03/28/01)  339.81   (m)         1114.9    (f) LEVELING    3  
 KY0248  NGVD 29 (??/??/92)  339.960  (m)         1115.35   (f) ADJ UNCH    2 0
 KY0248
 KY0248.Superseded values are not recommended for survey control.
 KY0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0248.See file dsdata.txt to determine how the superseded data were derived.
 KY0248
 KY0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE7688197251(NAD 83)
 KY0248_MARKER: DD = SURVEY DISK
 KY0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0248_STAMPING: 19 JWM 1115 1948
 KY0248_MARK LOGO: USGS  
 KY0248_PROJECTION: FLUSH
 KY0248_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0248+STABILITY: SURFACE MOTION
 KY0248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY0248+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2005
 KY0248
 KY0248  HISTORY     - Date     Condition        Report By
 KY0248  HISTORY     - 1948     MONUMENTED       USGS
 KY0248  HISTORY     - 1960     GOOD             NGS
 KY0248  HISTORY     - 20000410 GOOD             PADT
 KY0248  HISTORY     - 20010523 GOOD             PADT
 KY0248  HISTORY     - 20020805 GOOD             PADT
 KY0248  HISTORY     - 2003     GOOD             PADT
 KY0248  HISTORY     - 20050621 GOOD             JCLS
 KY0248
 KY0248                          STATION DESCRIPTION
 KY0248
 KY0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0248'2 MI S FROM WARRENDALE.
 KY0248'ABOUT 0.3 MILE SOUTH ALONG OLD U.S. HY. 19 FROM THE UNITED
 KY0248'PRESBYTERIAN CHURCH IN WARRENDALE TO JUNCTION OF OLD AND NEW
 KY0248'U.S. HY. 19 THENCE 0.9 MILE SOUTH WEST ALONG COUNTY ROAD 02104 TO
 KY0248'T JUNCTION OF COUNTY ROADS 02104 AND 02135 THENCE 0.35 MILE WEST
 KY0248'ON 02104 TO T JUNCTION OF COUNTY RD. 02104 AND NEELY SCHOOL ROAD
 KY0248'SOUTH THENCE 1.5 MILE SOUTH ON NEELY SCHOOL RD. TO BLACKTOP ROAD
 KY0248'JUNCTION OF STATE HY. 856, 75 FEET SOUTH EAST OF CENTER OF
 KY0248'JUNCTION OF NEELY SCHOOL RD., 25 FEET NORTH OF THE CENTERLINE OF
 KY0248'BLACKTOP ROAD, 132 FEET WEST OF DRIVE TO TWO-STORY (CINDER BLOCK
 KY0248'BASE) HOME, 70 FEET NORTH EAST OF LOCUST TREE (2 IN DIAM.),
 KY0248'STANDARD BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING
 KY0248'ABOUT 4 INCHES.  NOTE-- NAME TO TWO-STORY (CINDER BLOCK BASE)
 KY0248'HOME IS SCHULTZ FURNITURE REPAIR.
 KY0248
 KY0248                          STATION RECOVERY (2000)
 KY0248
 KY0248'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (SMM)
 KY0248'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 79 AND
 KY0248'STATE ROUTE 910 (WEXFORD EXIT), FROM THE INTERSTATE 79 NORTH EXIT
 KY0248'TO STATE ROUTE 910, TURN RIGHT AND PROCEED EAST ON STATE ROUTE
 KY0248'910 FOR 0.2 MI (0.3 KM) TO THE INTERSECTION WITH MINGO ROAD (STATE
 KY0248'ROUTE 4051).  TURN LEFT ONTO MINGO ROAD (STATE ROUTE 4051) AND
 KY0248'PROCEED FOR 0.4 MI (0.6 KM) TO THE INTERSECTION WITH NEELY SCHOOL
 KY0248'ROAD AND THE STATION ON THE RIGHT.
 KY0248' 
 KY0248' 
 KY0248'
 KY0248
 KY0248                          STATION RECOVERY (2001)
 KY0248
 KY0248'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (MBJ)
 KY0248'RECOVERED IN GOOD CONDITION.
 KY0248
 KY0248                          STATION RECOVERY (2002)
 KY0248
 KY0248'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (JAD)
 KY0248'RECOVERED IN GOOD CONDITION.
 KY0248
 KY0248                          STATION RECOVERY (2003)
 KY0248
 KY0248'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (CIH)
 KY0248'RECOVERED AS DESCRIBED.
 KY0248
 KY0248                          STATION RECOVERY (2005)
 KY0248
 KY0248'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (FJO)
 KY0248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1543 ***********************************************************************
 KX1543  DESIGNATION -  19 L
 KX1543  PID         -  KX1543
 KX1543  STATE/COUNTY-  PA/WESTMORELAND
 KX1543  USGS QUAD   -  NEW KENSINGTON WEST (1993)
 KX1543
 KX1543                         *CURRENT SURVEY CONTROL
 KX1543  ___________________________________________________________________
 KX1543* NAD 83(1986)-  40 33 54.     (N)    079 46 07.     (W)     SCALED    
 KX1543* NAVD 88     -       231.741  (meters)     760.30   (feet)  ADJUSTED  
 KX1543  ___________________________________________________________________
 KX1543  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 KX1543  DYNAMIC HT  -         231.623 (meters)     759.92  (feet)  COMP
 KX1543  MODELED GRAV-     980,109.6   (mgal)                       NAVD 88
 KX1543
 KX1543  VERT ORDER  -  FIRST     CLASS II
 KX1543
 KX1543.The horizontal coordinates were scaled from a topographic map and have
 KX1543.an estimated accuracy of +/- 6 seconds.
 KX1543
 KX1543.The orthometric height was determined by differential leveling
 KX1543.and adjusted by the National Geodetic Survey in June 1991..
 KX1543
 KX1543.The geoid height was determined by GEOID03.
 KX1543
 KX1543.The dynamic height is computed by dividing the NAVD 88
 KX1543.geopotential number by the normal gravity value computed on the
 KX1543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1543.degrees latitude (g = 980.6199 gals.).
 KX1543
 KX1543.The modeled gravity was interpolated from observed gravity values.
 KX1543
 KX1543;                    North         East    Units  Estimated Accuracy
 KX1543;SPC PA S     -   138,710.      429,070.      MT  (+/- 180 meters Scaled)
 KX1543
 KX1543                          SUPERSEDED SURVEY CONTROL
 KX1543
 KX1543  NGVD 29 (??/??/92)  231.914  (m)          760.87   (f) ADJ UNCH    1 2
 KX1543
 KX1543.Superseded values are not recommended for survey control.
 KX1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1543.See file dsdata.txt to determine how the superseded data were derived.
 KX1543
 KX1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE042911(NAD 83)
 KX1543_MARKER: B = BOLT
 KX1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1543_STAMPING: 19 L USE
 KX1543_MARK LOGO: USE   
 KX1543_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1543+STABILITY: SURFACE MOTION
 KX1543
 KX1543  HISTORY     - Date     Condition        Report By
 KX1543  HISTORY     - UNK      MONUMENTED       DOD
 KX1543  HISTORY     - 1941     GOOD             NGS
 KX1543  HISTORY     - 1953     MARK NOT FOUND   USGS
 KX1543  HISTORY     - 19920710 GOOD             LOCENG
 KX1543  HISTORY     - 20010402 GOOD             PADT
 KX1543  HISTORY     - 20010914 MARK NOT FOUND   NGS
 KX1543
 KX1543                          STATION DESCRIPTION
 KX1543
 KX1543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1543'10.8 MI SW FROM SCHENLEY.
 KX1543'IN WESTMORELAND COUNTY, 10.8 MILES SOUTHWEST ALONG THE
 KX1543'PENNSYLVANIA RAILROAD FROM SCHENLEY, ARMSTRONG COUNTY, AT NEW
 KX1543'KENSINGTON, 5.2 FEET INSIDE THE NINTH STREET GATE OF THE
 KX1543'ALUMINUM CO. OF AMERICA, 28 FEET UPSTREAM FROM THE BRIDGE
 KX1543'FOUNDATION CLOSEST TO THE GATE, AND 3.6 FEET LANDWARD OF THE LAND
 KX1543'RAIL.  A COPPER BOLT, STAMPED 19 L USED AND SET IN THE TOP OF
 KX1543'A CONCRETE POST.  NOTE-- THE NINTH STREET GATE TO THE ALCOA
 KX1543'ALUMINUM CO. NO LONGER EXISTS.
 KX1543
 KX1543                          STATION RECOVERY (1953)
 KX1543
 KX1543'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 KX1543'MARK NOT FOUND.
 KX1543
 KX1543                          STATION RECOVERY (1992)
 KX1543
 KX1543'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992 (DM)
 KX1543'NOTE--19 L USE WHICH WAS REPORTED LOST IN 1953 RECOVERY NOTES WAS
 KX1543'FOUND AS DESCRIBED IN GOOD CONDITION.  A REFERENCE MARK WAS
 KX1543'ESTABLISHED - DESCRIBED AS FOLLOWS- A STD USE BRASS DISC STAMPED 19 L
 KX1543'REFERENCE 1992 SET VERTICALLY IN THE CENTER OF THE LANDWARD SIDE OF
 KX1543'THE LEFT BANK RIVERSIDE PIER OF THE NEW KENSINGTON BRIDGE, 4 FEET (1.2
 KX1543'M) HIGHER THAN THE ROAD SURFACE OF NINTH STREET AT ITS TERMINUS AT THE
 KX1543'PIER.  ELEVATION 19-L REFERENCE 754.698 1929 NGVD.
 KX1543
 KX1543                          STATION RECOVERY (2001)
 KX1543
 KX1543'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (BH)
 KX1543'RECOVERED IN GOOD CONDITION.
 KX1543
 KX1543                          STATION RECOVERY (2001)
 KX1543
 KX1543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JMW)
 KX1543'ALL REFERENCES ARE GONE SINCE THE RAILROAD HAS BEEN GRADED FLAT AND IS
 KX1543'NOW A BIKE AND
 KX1543'HIKING TRAIL.
 KX1543'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1189 ***********************************************************************
 KX1189  DESIGNATION -  190
 KX1189  PID         -  KX1189
 KX1189  STATE/COUNTY-  PA/SOMERSET
 KX1189  USGS QUAD   -  SOMERSET (1973)
 KX1189
 KX1189                         *CURRENT SURVEY CONTROL
 KX1189  ___________________________________________________________________
 KX1189* NAD 83(1986)-  40 04 46.     (N)    079 03 36.     (W)     SCALED    
 KX1189* NAVD 88     -       680.705  (meters)    2233.28   (feet)  ADJUSTED  
 KX1189  ___________________________________________________________________
 KX1189  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 KX1189  DYNAMIC HT  -         680.305 (meters)    2231.97  (feet)  COMP
 KX1189  MODELED GRAV-     980,013.9   (mgal)                       NAVD 88
 KX1189
 KX1189  VERT ORDER  -  SECOND    CLASS 0
 KX1189
 KX1189.The horizontal coordinates were scaled from a topographic map and have
 KX1189.an estimated accuracy of +/- 6 seconds.
 KX1189
 KX1189.The orthometric height was determined by differential leveling
 KX1189.and adjusted by the National Geodetic Survey in June 1991..
 KX1189
 KX1189.The geoid height was determined by GEOID03.
 KX1189
 KX1189.The dynamic height is computed by dividing the NAVD 88
 KX1189.geopotential number by the normal gravity value computed on the
 KX1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1189.degrees latitude (g = 980.6199 gals.).
 KX1189
 KX1189.The modeled gravity was interpolated from observed gravity values.
 KX1189
 KX1189;                    North         East    Units  Estimated Accuracy
 KX1189;SPC PA S     -    83,670.      488,270.      MT  (+/- 180 meters Scaled)
 KX1189
 KX1189                          SUPERSEDED SURVEY CONTROL
 KX1189
 KX1189  NGVD 29 (??/??/92)  680.830  (m)         2233.69   (f) ADJ UNCH    2 0
 KX1189
 KX1189.Superseded values are not recommended for survey control.
 KX1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1189.See file dsdata.txt to determine how the superseded data were derived.
 KX1189
 KX1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE654383(NAD 83)
 KX1189_MARKER: DD = SURVEY DISK
 KX1189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1189_SP_SET: CULVERT
 KX1189_STAMPING: 190 HBC 2234 1964
 KX1189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1189
 KX1189  HISTORY     - Date     Condition        Report By
 KX1189  HISTORY     - 1964     MONUMENTED       USGS
 KX1189  HISTORY     - 1967     GOOD             NGS
 KX1189
 KX1189                          STATION DESCRIPTION
 KX1189
 KX1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX1189'5.2 MI SW FROM JENNER.
 KX1189'5.2 MILES SOUTHWEST ALONG STATE HIGHWAY 601 FROM ITS JUNCTION WITH
 KX1189'U.S. HIGHWAY 30 IN JENNER, 5.5 MILES NORTH OF SOMERSET 1.5 MILES
 KX1189'NORTHEAST ALONG STATE HIGHWAY 601 FROM ITS JUNCTION WITH U.S.
 KX1189'HIGHWAY 219, SET IN THE APPROXIMATE CENTER OF THE WEST HEADWALL
 KX1189'OF A CONCRETE CULVERT, 5.5 FEET SOUTHEAST OF A METAL WITNESS SIGN
 KX1189'AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0666 ***********************************************************************
 KY0666  DESIGNATION -  190
 KY0666  PID         -  KY0666
 KY0666  STATE/COUNTY-  PA/ALLEGHENY
 KY0666  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0666
 KY0666                         *CURRENT SURVEY CONTROL
 KY0666  ___________________________________________________________________
 KY0666* NAD 83(1986)-  40 27 54.     (N)    080 00 36.     (W)     SCALED    
 KY0666* NAVD 88     -       343.139  (meters)    1125.78   (feet)  ADJUSTED  
 KY0666  ___________________________________________________________________
 KY0666  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KY0666  DYNAMIC HT  -         342.962 (meters)    1125.20  (feet)  COMP
 KY0666  MODELED GRAV-     980,098.7   (mgal)                       NAVD 88
 KY0666
 KY0666  VERT ORDER  -  SECOND    CLASS 0
 KY0666
 KY0666.The horizontal coordinates were scaled from a topographic map and have
 KY0666.an estimated accuracy of +/- 6 seconds.
 KY0666
 KY0666.The orthometric height was determined by differential leveling
 KY0666.and adjusted by the National Geodetic Survey in June 1991..
 KY0666
 KY0666.The geoid height was determined by GEOID03.
 KY0666
 KY0666.The dynamic height is computed by dividing the NAVD 88
 KY0666.geopotential number by the normal gravity value computed on the
 KY0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0666.degrees latitude (g = 980.6199 gals.).
 KY0666
 KY0666.The modeled gravity was interpolated from observed gravity values.
 KY0666
 KY0666;                    North         East    Units  Estimated Accuracy
 KY0666;SPC PA S     -   128,110.      408,350.      MT  (+/- 180 meters Scaled)
 KY0666
 KY0666                          SUPERSEDED SURVEY CONTROL
 KY0666
 KY0666  NGVD 29 (??/??/92)  343.299  (m)         1126.31   (f) ADJ UNCH    2 0
 KY0666
 KY0666.Superseded values are not recommended for survey control.
 KY0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0666.See file dsdata.txt to determine how the superseded data were derived.
 KY0666
 KY0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE839798(NAD 83)
 KY0666_MARKER: DD = SURVEY DISK
 KY0666_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0666_SP_SET: RETAINING WALL
 KY0666_STAMPING: BM NO 190
 KY0666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0666
 KY0666  HISTORY     - Date     Condition        Report By
 KY0666  HISTORY     - UNK      MONUMENTED       PA6600
 KY0666  HISTORY     - 1960     GOOD             NGS
 KY0666  HISTORY     - 20030811 GOOD             PADT
 KY0666
 KY0666                          STATION DESCRIPTION
 KY0666
 KY0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0666'AT PITTSBURGH.
 KY0666'IN PITTSBURGH AT THE FIRE HOUSE AT THE JUNCTION OF FEDERAL
 KY0666'STREET EXTENSION AND LAFFEYETTE AVENUE, SET IN TOP AND 3 FEET
 KY0666'NORTH OF THE SOUTH END OF A RETAINING WALL FOR A WALK ALONG THE
 KY0666'WEST SIDE OF THE FIRE STATION, 102 FEET EAST OF THE CENTERLINE
 KY0666'OF FEDERAL STREET EXTENSION, 45 FEET NORTH OF THE CENTERLINE
 KY0666'OF LAFEYETTE AVENUE, 2 FEET ABOVE THE AVENUE AND DRILLED IN
 KY0666'HORIZONTAL.
 KY0666
 KY0666                          STATION RECOVERY (2003)
 KY0666
 KY0666'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (CB)
 KY0666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0728 ***********************************************************************
 MA0728  DESIGNATION -  1902
 MA0728  PID         -  MA0728
 MA0728  STATE/COUNTY-  PA/FOREST
 MA0728  USGS QUAD   -  RUSSELL CITY (1983)
 MA0728
 MA0728                         *CURRENT SURVEY CONTROL
 MA0728  ___________________________________________________________________
 MA0728* NAD 83(1992)-  41 35 06.71066(N)    078 59 37.29089(W)     ADJUSTED  
 MA0728* NAVD 88     -       579.781  (meters)    1902.16   (feet)  ADJUSTED  
 MA0728  ___________________________________________________________________
 MA0728  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 MA0728  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 MA0728  DYNAMIC HT  -         579.532 (meters)    1901.35  (feet)  COMP
 MA0728  MODELED GRAV-     980,174.5   (mgal)                       NAVD 88
 MA0728
 MA0728  HORZ ORDER  -  SECOND
 MA0728  VERT ORDER  -  SECOND    CLASS 0
 MA0728
 MA0728.The horizontal coordinates were established by classical geodetic methods
 MA0728.and adjusted by the National Geodetic Survey in June 2002..
 MA0728
 MA0728.The orthometric height was determined by differential leveling
 MA0728.and adjusted by the National Geodetic Survey in June 1991..
 MA0728
 MA0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA0728
 MA0728.The geoid height was determined by GEOID03.
 MA0728
 MA0728.The dynamic height is computed by dividing the NAVD 88
 MA0728.geopotential number by the normal gravity value computed on the
 MA0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0728.degrees latitude (g = 980.6199 gals.).
 MA0728
 MA0728.The modeled gravity was interpolated from observed gravity values.
 MA0728
 MA0728;                    North         East     Units Scale Factor Converg.
 MA0728;SPC PA N     -   158,278.720   496,300.300   MT  0.99996112   -0 49 21.9
 MA0728;SPC PA N     -   519,286.10  1,628,278.57   sFT  0.99996112   -0 49 21.9
 MA0728;UTM  17      - 4,605,666.693   667,236.511   MT  0.99994419   +1 19 55.1
 MA0728
 MA0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA0728!SPC PA N     -   0.99991411  x   0.99996112  =   0.99987524
 MA0728!UTM  17      -   0.99991411  x   0.99994419  =   0.99985831
 MA0728
 MA0728                          SUPERSEDED SURVEY CONTROL
 MA0728
 MA0728  NAD 83(1996)-  41 35 06.71195(N)    078 59 37.29105(W) AD(       ) 2
 MA0728  NAD 83(1986)-  41 35 06.71256(N)    078 59 37.29063(W) AD(       ) 2
 MA0728  NAD 27      -  41 35 06.49307(N)    078 59 38.15760(W) AD(       ) 2
 MA0728  NGVD 29 (??/??/92)  579.910  (m)         1902.59   (f) ADJ UNCH    2 0
 MA0728
 MA0728.Superseded values are not recommended for survey control.
 MA0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0728.See file dsdata.txt to determine how the superseded data were derived.
 MA0728
 MA0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG6723705667(NAD 83)
 MA0728_MARKER: DB = BENCH MARK DISK
 MA0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0728_SP_SET: MARBLE POST
 MA0728_STAMPING: USC AND GS 1902
 MA0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0728+STABILITY: SURFACE MOTION
 MA0728
 MA0728  HISTORY     - Date     Condition        Report By
 MA0728  HISTORY     - 1967     MONUMENTED       CGS
 MA0728  HISTORY     - 1967     GOOD             NGS
 MA0728  HISTORY     - 20040817 GOOD             USPSQD
 MA0728
 MA0728                          STATION DESCRIPTION
 MA0728
 MA0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MA0728'SEE STATION SHEFF
 MA0728
 MA0728                          STATION RECOVERY (1967)
 MA0728
 MA0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MA0728'2.5 MI S FROM BROOKSTON.
 MA0728'TO REACH THE BENCH MARK FROM THE POST OFFICE IN SHEFFIELD, GO IN
 MA0728'A SOUTHERLY DIRECTION ON STATE HIGHWAY 666 FOR 2.5 MILES TO ITS
 MA0728'JUNCTION WITH STATE HIGHWAY 948.  KEEP LEFT AND GO SOUTHEAST ON
 MA0728'STATE HIGHWAY 948 FOR 8.6 MILES TO ITS JUNCTION WITH STATE
 MA0728'HIGHWAY 68.  TURN RIGHT AND GO WEST ON STATE HIGHWAY 68 FOR 1.0
 MA0728'MILE TO A FORK.  BEAR RIGHT AND CONTINUE WEST ON A DIRT ROAD FOR
 MA0728'2.05 MILES TO THE THIRD ONE OF THREE RAILROAD CROSSINGS.
 MA0728'CONTINUE AHEAD SOUTHWEST ON THE DIRT ROAD FOR 0.25 MILE TO A
 MA0728'PIPELINE CROSSING AND THE MARK ON THE RIGHT.  IT IS 73.6 FEET
 MA0728'NORTH OF A GAS LINE MARKER, 20 FEET EAST-NORTHEAST OF THE CENTER
 MA0728'OF THE DIRT ROAD, 34 FEET SOUTHWEST OF A 12 INCH MAPLE TREE WITH
 MA0728'A TRIANGULAR BLAZE AND 1 FOOT WEST-SOUTHWEST OF A METAL WITNESS
 MA0728'POST WHICH WAS SET THIS YEAR.  SHEFFIELD JUNCTION NO LONGER
 MA0728'EXISTS.
 MA0728
 MA0728                          STATION RECOVERY (2004)
 MA0728
 MA0728'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0728'BENCH MARK IS NOT A DISK AS DESCRIBED. IT IS A MARBLE POST. SEE PID
 MA0728'MA2357 SHEFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1332 ***********************************************************************
 LY1332  DESIGNATION -  19028
 LY1332  PID         -  LY1332
 LY1332  STATE/COUNTY-  PA/LACKAWANNA
 LY1332  USGS QUAD   -  SCRANTON (1994)
 LY1332
 LY1332                         *CURRENT SURVEY CONTROL
 LY1332  ___________________________________________________________________
 LY1332* NAD 83(1986)-  41 24 06.     (N)    075 40 30.     (W)     SCALED    
 LY1332* NAVD 88     -       207.761  (meters)     681.63   (feet)  ADJUSTED  
 LY1332  ___________________________________________________________________
 LY1332  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 LY1332  DYNAMIC HT  -         207.680 (meters)     681.36  (feet)  COMP
 LY1332  MODELED GRAV-     980,228.2   (mgal)                       NAVD 88
 LY1332
 LY1332  VERT ORDER  -  SECOND    CLASS 0
 LY1332
 LY1332.The horizontal coordinates were scaled from a topographic map and have
 LY1332.an estimated accuracy of +/- 6 seconds.
 LY1332
 LY1332.The orthometric height was determined by differential leveling
 LY1332.and adjusted by the National Geodetic Survey in June 1991..
 LY1332
 LY1332.The geoid height was determined by GEOID03.
 LY1332
 LY1332.The dynamic height is computed by dividing the NAVD 88
 LY1332.geopotential number by the normal gravity value computed on the
 LY1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1332.degrees latitude (g = 980.6199 gals.).
 LY1332
 LY1332.The modeled gravity was interpolated from observed gravity values.
 LY1332
 LY1332;                    North         East    Units  Estimated Accuracy
 LY1332;SPC PA N     -   139,230.      773,490.      MT  (+/- 180 meters Scaled)
 LY1332
 LY1332                          SUPERSEDED SURVEY CONTROL
 LY1332
 LY1332  NGVD 29 (??/??/92)  207.977  (m)          682.34   (f) ADJ UNCH    2 0
 LY1332
 LY1332.Superseded values are not recommended for survey control.
 LY1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1332.See file dsdata.txt to determine how the superseded data were derived.
 LY1332
 LY1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL435835(NAD 83)
 LY1332_MARKER: DD = SURVEY DISK
 LY1332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1332_SP_SET: FOUNDATION
 LY1332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1332
 LY1332  HISTORY     - Date     Condition        Report By
 LY1332  HISTORY     - UNK      MONUMENTED       CNJRR
 LY1332  HISTORY     - 1941     GOOD             NGS
 LY1332
 LY1332                          STATION DESCRIPTION
 LY1332
 LY1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LY1332'AT SCRANTON.
 LY1332'AT SCRANTON, LACKAWANNA COUNTY, ALONG THE CENTRAL RAILROAD OF
 LY1332'NEW JERSEY, IN THE ENGINE HOUSE AT RAILROAD MILEAGE 19028, IN
 LY1332'THE TOP OF THE CONCRETE FOUNDATION OF THE NORTHWEST WALL OF THE
 LY1332'ENGINE HOUSE, INSIDE THE BUILDING, 2.2 FEET NORTHEAST OF THE
 LY1332'SOUTHWEST SIDE OF THE SECOND WINDOW SOUTHWEST OF THE NORTHEAST
 LY1332'CORNER OF THE BUILDING, AND 1.8 FEET ABOVE THE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1331 ***********************************************************************
 LY1331  DESIGNATION -  19030
 LY1331  PID         -  LY1331
 LY1331  STATE/COUNTY-  PA/LACKAWANNA
 LY1331  USGS QUAD   -  SCRANTON (1994)
 LY1331
 LY1331                         *CURRENT SURVEY CONTROL
 LY1331  ___________________________________________________________________
 LY1331* NAD 83(1986)-  41 24 06.     (N)    075 40 30.     (W)     SCALED    
 LY1331* NAVD 88     -       207.517  (meters)     680.83   (feet)  ADJUSTED  
 LY1331  ___________________________________________________________________
 LY1331  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 LY1331  DYNAMIC HT  -         207.436 (meters)     680.56  (feet)  COMP
 LY1331  MODELED GRAV-     980,228.2   (mgal)                       NAVD 88
 LY1331
 LY1331  VERT ORDER  -  SECOND    CLASS 0
 LY1331
 LY1331.The horizontal coordinates were scaled from a topographic map and have
 LY1331.an estimated accuracy of +/- 6 seconds.
 LY1331
 LY1331.The orthometric height was determined by differential leveling
 LY1331.and adjusted by the National Geodetic Survey in June 1991..
 LY1331
 LY1331.The geoid height was determined by GEOID03.
 LY1331
 LY1331.The dynamic height is computed by dividing the NAVD 88
 LY1331.geopotential number by the normal gravity value computed on the
 LY1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1331.degrees latitude (g = 980.6199 gals.).
 LY1331
 LY1331.The modeled gravity was interpolated from observed gravity values.
 LY1331
 LY1331;                    North         East    Units  Estimated Accuracy
 LY1331;SPC PA N     -   139,230.      773,490.      MT  (+/- 180 meters Scaled)
 LY1331
 LY1331                          SUPERSEDED SURVEY CONTROL
 LY1331
 LY1331  NGVD 29 (??/??/92)  207.733  (m)          681.54   (f) ADJ UNCH    2 0
 LY1331
 LY1331.Superseded values are not recommended for survey control.
 LY1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1331.See file dsdata.txt to determine how the superseded data were derived.
 LY1331
 LY1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL435835(NAD 83)
 LY1331_MARKER: B = BOLT
 LY1331_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1331_SP_SET: FOUNDATION
 LY1331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1331
 LY1331  HISTORY     - Date     Condition        Report By
 LY1331  HISTORY     - UNK      MONUMENTED       CNJRR
 LY1331  HISTORY     - 1941     GOOD             NGS
 LY1331
 LY1331                          STATION DESCRIPTION
 LY1331
 LY1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LY1331'AT SCRANTON.
 LY1331'AT SCRANTON, LACKAWANNA COUNTY, ALONG THE CENTRAL RAILROAD OF
 LY1331'NEW JERSEY, IN THE CONCRETE FOUNDATION OF THE BRICK WATER TANK, AT
 LY1331'THE NORTHEAST END OF THE ENGINE HOUSE, AT RAILROAD MILEAGE 19030,
 LY1331'IN THE NORTH SIDE OF THE FOUNDATION, 1.4 FEET EAST OF THE NORTHWEST
 LY1331'CORNER OF THE TANK, AND 2-1/2 FEET ABOVE THE GROUND.  A COPPER
 LY1331'BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0435 ***********************************************************************
 JW0435  DESIGNATION -  1906
 JW0435  PID         -  JW0435
 JW0435  STATE/COUNTY-  PA/BEDFORD
 JW0435  USGS QUAD   -  HYNDMAN (1977)
 JW0435
 JW0435                         *CURRENT SURVEY CONTROL
 JW0435  ___________________________________________________________________
 JW0435* NAD 83(1986)-  39 49 14.     (N)    078 43 08.     (W)     SCALED    
 JW0435* NAVD 88     -       285.454  (meters)     936.53   (feet)  ADJUSTED  
 JW0435  ___________________________________________________________________
 JW0435  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 JW0435  DYNAMIC HT  -         285.282 (meters)     935.96  (feet)  COMP
 JW0435  MODELED GRAV-     980,018.5   (mgal)                       NAVD 88
 JW0435
 JW0435  VERT ORDER  -  FIRST     CLASS II
 JW0435
 JW0435.The horizontal coordinates were scaled from a topographic map and have
 JW0435.an estimated accuracy of +/- 6 seconds.
 JW0435
 JW0435.The orthometric height was determined by differential leveling
 JW0435.and adjusted by the National Geodetic Survey in June 1991..
 JW0435
 JW0435.The geoid height was determined by GEOID03.
 JW0435
 JW0435.The dynamic height is computed by dividing the NAVD 88
 JW0435.geopotential number by the normal gravity value computed on the
 JW0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0435.degrees latitude (g = 980.6199 gals.).
 JW0435
 JW0435.The modeled gravity was interpolated from observed gravity values.
 JW0435
 JW0435;                    North         East    Units  Estimated Accuracy
 JW0435;SPC PA S     -    54,550.      517,050.      MT  (+/- 180 meters Scaled)
 JW0435
 JW0435                          SUPERSEDED SURVEY CONTROL
 JW0435
 JW0435  NGVD 29 (??/??/92)  285.625  (m)          937.09   (f) ADJ UNCH    1 2
 JW0435
 JW0435.Superseded values are not recommended for survey control.
 JW0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0435.See file dsdata.txt to determine how the superseded data were derived.
 JW0435
 JW0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE952103(NAD 83)
 JW0435_MARKER: Z = SEE DESCRIPTION
 JW0435_SETTING: 0 = UNSPECIFIED SETTING
 JW0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0435
 JW0435  HISTORY     - Date     Condition        Report By
 JW0435  HISTORY     - UNK      MONUMENTED       BORR
 JW0435  HISTORY     - 1941     GOOD             NGS
 JW0435
 JW0435                          STATION DESCRIPTION
 JW0435
 JW0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JW0435'AT HYNDMAN.
 JW0435'AT HYNDMAN, BEDFORD COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 JW0435'41 FEET WEST OF THE SOUTHWEST CORNER OF THE PENNSYLVANIA RAILROAD
 JW0435'STATION, 125 FEET NORTH OF THE CENTER OF THE MOST SOUTHERLY
 JW0435'CROSSING, 18.1 FEET SOUTH OF THE SECOND POLE NORTH OF THE CROSSING,
 JW0435'AND 7.9 FEET EAST OF THE EAST RAIL OF THE EAST TRACK.  A 3- BY
 JW0435'3-INCH CAST-IRON POST, MARKED 1906 AND PROJECTING 1 FOOT ABOVE
 JW0435'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1334 ***********************************************************************
 LY1334  DESIGNATION -  19126
 LY1334  PID         -  LY1334
 LY1334  STATE/COUNTY-  PA/LACKAWANNA
 LY1334  USGS QUAD   -  SCRANTON (1994)
 LY1334
 LY1334                         *CURRENT SURVEY CONTROL
 LY1334  ___________________________________________________________________
 LY1334* NAD 83(1986)-  41 24 28.     (N)    075 39 45.     (W)     SCALED    
 LY1334* NAVD 88     -       229.562  (meters)     753.15   (feet)  ADJUSTED  
 LY1334  ___________________________________________________________________
 LY1334  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 LY1334  DYNAMIC HT  -         229.473 (meters)     752.86  (feet)  COMP
 LY1334  MODELED GRAV-     980,230.0   (mgal)                       NAVD 88
 LY1334
 LY1334  VERT ORDER  -  SECOND    CLASS 0
 LY1334
 LY1334.The horizontal coordinates were scaled from a topographic map and have
 LY1334.an estimated accuracy of +/- 6 seconds.
 LY1334
 LY1334.The orthometric height was determined by differential leveling
 LY1334.and adjusted by the National Geodetic Survey in June 1991..
 LY1334
 LY1334.The geoid height was determined by GEOID03.
 LY1334
 LY1334.The dynamic height is computed by dividing the NAVD 88
 LY1334.geopotential number by the normal gravity value computed on the
 LY1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1334.degrees latitude (g = 980.6199 gals.).
 LY1334
 LY1334.The modeled gravity was interpolated from observed gravity values.
 LY1334
 LY1334;                    North         East    Units  Estimated Accuracy
 LY1334;SPC PA N     -   139,930.      774,520.      MT  (+/- 180 meters Scaled)
 LY1334
 LY1334                          SUPERSEDED SURVEY CONTROL
 LY1334
 LY1334  NGVD 29 (??/??/92)  229.778  (m)          753.86   (f) ADJ UNCH    2 0
 LY1334
 LY1334.Superseded values are not recommended for survey control.
 LY1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1334.See file dsdata.txt to determine how the superseded data were derived.
 LY1334
 LY1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL446842(NAD 83)
 LY1334_MARKER: B = BOLT
 LY1334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1334_SP_SET: WALL
 LY1334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1334
 LY1334  HISTORY     - Date     Condition        Report By
 LY1334  HISTORY     - UNK      MONUMENTED       CNJRR
 LY1334  HISTORY     - 1941     GOOD             NGS
 LY1334
 LY1334                          STATION DESCRIPTION
 LY1334
 LY1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LY1334'AT SCRANTON.
 LY1334'AT SCRANTON, LACKAWANNA COUNTY, IN THE NORTHWEST SIDE OF THE
 LY1334'COUNTY COURTHOUSE BUILDING, 3 FEET NORTHEAST OF THE SOUTHWEST
 LY1334'CORNER, 2 FEET ABOVE THE GROUND.  A SMALL COPPER PLAQUE BEARING THE
 LY1334'FOLLOWING INSCRIPTION IS SET IN THE WALL DIRECTLY ABOVE THE
 LY1334'ELEVATION 753.516 MEAN TIDE -AT-SANDY HOOK, N.J. 1897.  A 1-INCH
 LY1334'COPPER BOLT PROJECTING HORIZONTALLY FROM THE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1365 ***********************************************************************
 LZ1365  DESIGNATION -  1919.4
 LZ1365  PID         -  LZ1365
 LZ1365  STATE/COUNTY-  PA/POTTER
 LZ1365  USGS QUAD   -  GALETON (1994)
 LZ1365
 LZ1365                         *CURRENT SURVEY CONTROL
 LZ1365  ___________________________________________________________________
 LZ1365* NAD 83(1986)-  41 38 54.     (N)    077 39 33.     (W)     SCALED    
 LZ1365* NAVD 88     -       585.024  (meters)    1919.37   (feet)  ADJUSTED  
 LZ1365  ___________________________________________________________________
 LZ1365  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 LZ1365  DYNAMIC HT  -         584.759 (meters)    1918.50  (feet)  COMP
 LZ1365  MODELED GRAV-     980,150.9   (mgal)                       NAVD 88
 LZ1365
 LZ1365  VERT ORDER  -  SECOND    CLASS 0
 LZ1365
 LZ1365.The horizontal coordinates were scaled from a topographic map and have
 LZ1365.an estimated accuracy of +/- 6 seconds.
 LZ1365
 LZ1365.The orthometric height was determined by differential leveling
 LZ1365.and adjusted by the National Geodetic Survey in June 1991..
 LZ1365
 LZ1365.The geoid height was determined by GEOID03.
 LZ1365
 LZ1365.The dynamic height is computed by dividing the NAVD 88
 LZ1365.geopotential number by the normal gravity value computed on the
 LZ1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1365.degrees latitude (g = 980.6199 gals.).
 LZ1365
 LZ1365.The modeled gravity was interpolated from observed gravity values.
 LZ1365
 LZ1365;                    North         East    Units  Estimated Accuracy
 LZ1365;SPC PA N     -   164,550.      607,570.      MT  (+/- 180 meters Scaled)
 LZ1365
 LZ1365                          SUPERSEDED SURVEY CONTROL
 LZ1365
 LZ1365  NGVD 29 (??/??/92)  585.143  (m)         1919.76   (f) ADJ UNCH    2 0
 LZ1365
 LZ1365.Superseded values are not recommended for survey control.
 LZ1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1365.See file dsdata.txt to determine how the superseded data were derived.
 LZ1365
 LZ1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM785141(NAD 83)
 LZ1365_MARKER: Q = CHISELED SQUARE
 LZ1365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1365_SP_SET: CURB
 LZ1365_STAMPING: BM 1919.4
 LZ1365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1365
 LZ1365  HISTORY     - Date     Condition        Report By
 LZ1365  HISTORY     - UNK      MONUMENTED       USGS
 LZ1365  HISTORY     - 1935     GOOD             NGS
 LZ1365
 LZ1365                          STATION DESCRIPTION
 LZ1365
 LZ1365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ1365'AT GERMANIA.
 LZ1365'AT GERMANIA, ON THE RAUSCH PLACE ROAD, 625 FEET SOUTHEAST OF THE
 LZ1365'POST OFFICE, 54 FEET SOUTH OF THE SOUTHEAST CORNER OF A BLACKSMITH
 LZ1365'SHOP, AT THE JUNCTION OF A DIRT ROAD LEADING WEST TO STATE
 LZ1365'HIGHWAY 144, 27 FEET NORTH OF THE CENTER LINE OF THE EAST-AND-WEST
 LZ1365'ROAD, 9 FEET EAST OF THE CENTER LINE OF THE NORTH-AND-SOUTH
 LZ1365'DIRT ROAD, AT A 15 FOOT SPAN SKEW CONCRETE BRIDGE OVER GERMANIA
 LZ1365'BRANCH, ON THE TOP OF THE SOUTH END OF THE CURB OF THE EAST
 LZ1365'PARAPET, 10 FEET SOUTH OF AN 18-INCH ASH TREE AT THE NORTH BANK
 LZ1365'OF A BROOK, AND 1 FOOT HIGHER THAN THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1193 ***********************************************************************
 KX1193  DESIGNATION -  192
 KX1193  PID         -  KX1193
 KX1193  STATE/COUNTY-  PA/SOMERSET
 KX1193  USGS QUAD   -  SOMERSET (1973)
 KX1193
 KX1193                         *CURRENT SURVEY CONTROL
 KX1193  ___________________________________________________________________
 KX1193* NAD 83(1986)-  40 01 48.     (N)    079 04 32.     (W)     SCALED    
 KX1193* NAVD 88     -       662.948  (meters)    2175.02   (feet)  ADJUSTED  
 KX1193  ___________________________________________________________________
 KX1193  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 KX1193  DYNAMIC HT  -         662.551 (meters)    2173.72  (feet)  COMP
 KX1193  MODELED GRAV-     980,005.4   (mgal)                       NAVD 88
 KX1193
 KX1193  VERT ORDER  -  SECOND    CLASS 0
 KX1193
 KX1193.The horizontal coordinates were scaled from a topographic map and have
 KX1193.an estimated accuracy of +/- 6 seconds.
 KX1193
 KX1193.The orthometric height was determined by differential leveling
 KX1193.and adjusted by the National Geodetic Survey in June 1991..
 KX1193
 KX1193.The geoid height was determined by GEOID03.
 KX1193
 KX1193.The dynamic height is computed by dividing the NAVD 88
 KX1193.geopotential number by the normal gravity value computed on the
 KX1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1193.degrees latitude (g = 980.6199 gals.).
 KX1193
 KX1193.The modeled gravity was interpolated from observed gravity values.
 KX1193
 KX1193;                    North         East    Units  Estimated Accuracy
 KX1193;SPC PA S     -    78,200.      486,860.      MT  (+/- 180 meters Scaled)
 KX1193
 KX1193                          SUPERSEDED SURVEY CONTROL
 KX1193
 KX1193  NGVD 29 (??/??/92)  663.067  (m)         2175.41   (f) ADJ UNCH    2 0
 KX1193
 KX1193.Superseded values are not recommended for survey control.
 KX1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1193.See file dsdata.txt to determine how the superseded data were derived.
 KX1193
 KX1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE642328(NAD 83)
 KX1193_MARKER: DD = SURVEY DISK
 KX1193_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1193_SP_SET: HEADWALL OF CULVERT
 KX1193_STAMPING: 192 HBC 2176 1964
 KX1193_MARK LOGO: USGS  
 KX1193_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX1193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1193
 KX1193  HISTORY     - Date     Condition        Report By
 KX1193  HISTORY     - 1964     MONUMENTED       USGS
 KX1193  HISTORY     - 1967     GOOD             NGS
 KX1193  HISTORY     - 20030101 GOOD             NGS
 KX1193
 KX1193                          STATION DESCRIPTION
 KX1193
 KX1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX1193'1.4 MI N FROM SOMERSET.
 KX1193'1.4 MILES NORTH ALONG U.S. HIGHWAY 219 FROM THE COURT HOUSE IN
 KX1193'SOMERSET, SET IN THE TOP OF A L SHAPED HEADWALL OF A CONCRETE
 KX1193'CULVERT, 49 FEET SOUTH OF THE APPROXIMATE CENTER OF A ROAD, 25
 KX1193'FEET EAST OF THE CENTERLINE OF HIGHWAY, 1.5 FEET SOUTHWEST OF A
 KX1193'METAL WITNESS SIGN AND IS ABOUT LEVEL WITH THE HIGHWAY.
 KX1193
 KX1193                          STATION RECOVERY (2003)
 KX1193
 KX1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DBH)
 KX1193'MARK WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0384 ***********************************************************************
 MA0384  DESIGNATION -  192.18
 MA0384  PID         -  MA0384
 MA0384  STATE/COUNTY-  PA/JEFFERSON
 MA0384  USGS QUAD   -  CARMAN (1994)
 MA0384
 MA0384                         *CURRENT SURVEY CONTROL
 MA0384  ___________________________________________________________________
 MA0384* NAD 83(1986)-  41 16 02.     (N)    078 48 45.     (W)     SCALED    
 MA0384* NAVD 88     -       441.260  (meters)    1447.70   (feet)  ADJUSTED  
 MA0384  ___________________________________________________________________
 MA0384  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 MA0384  DYNAMIC HT  -         441.060 (meters)    1447.04  (feet)  COMP
 MA0384  MODELED GRAV-     980,155.8   (mgal)                       NAVD 88
 MA0384
 MA0384  VERT ORDER  -  FIRST     CLASS I
 MA0384
 MA0384.The horizontal coordinates were scaled from a topographic map and have
 MA0384.an estimated accuracy of +/- 6 seconds.
 MA0384
 MA0384.The orthometric height was determined by differential leveling
 MA0384.and adjusted by the National Geodetic Survey in June 1991..
 MA0384.WARNING-Repeat measurements at this control monument indicate possible
 MA0384.vertical movement.
 MA0384
 MA0384.The geoid height was determined by GEOID03.
 MA0384
 MA0384.The dynamic height is computed by dividing the NAVD 88
 MA0384.geopotential number by the normal gravity value computed on the
 MA0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0384.degrees latitude (g = 980.6199 gals.).
 MA0384
 MA0384.The modeled gravity was interpolated from observed gravity values.
 MA0384
 MA0384;                    North         East    Units  Estimated Accuracy
 MA0384;SPC PA N     -   122,770.      510,970.      MT  (+/- 180 meters Scaled)
 MA0384
 MA0384                          SUPERSEDED SURVEY CONTROL
 MA0384
 MA0384  NGVD 29 (??/??/92)  441.413  (m)         1448.20   (f) ADJ UNCH    1 1
 MA0384
 MA0384.Superseded values are not recommended for survey control.
 MA0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0384.See file dsdata.txt to determine how the superseded data were derived.
 MA0384
 MA0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF832707(NAD 83)
 MA0384_MARKER: DD = SURVEY DISK
 MA0384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0384_SP_SET: CULVERT
 MA0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0384
 MA0384  HISTORY     - Date     Condition        Report By
 MA0384  HISTORY     - UNK      MONUMENTED       BORR
 MA0384  HISTORY     - 1967     GOOD             NGS
 MA0384
 MA0384                          STATION DESCRIPTION
 MA0384
 MA0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0384'1.3 MI NW FROM BROCKWAY.
 MA0384'ABOUT 1.3 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0384'FROM THE STATION AT BROCKWAY, 6 1/2 TELEPHONE POLES SOUTH OF
 MA0384'MILEPOST 192, 125 FEET SOUTH OF SIGNAL BLOCK 192.2, 27 FEET EAST
 MA0384'OF THE EAST RAIL OF THE MAIN TRACKS, SET IN THE CENTER OF THE
 MA0384'TOP OF THE EAST CONCRETE HEAD WALL OF A CULVERT, 12 FEET EAST OF
 MA0384'THE EAST RAIL OF A SIDETRACK, AND ABOUT 2 FEET BELOW THE LEVEL
 MA0384'OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1194 ***********************************************************************
 KX1194  DESIGNATION -  193
 KX1194  PID         -  KX1194
 KX1194  STATE/COUNTY-  PA/SOMERSET
 KX1194  USGS QUAD   -  SOMERSET (1973)
 KX1194
 KX1194                         *CURRENT SURVEY CONTROL
 KX1194  ___________________________________________________________________
 KX1194* NAD 83(1986)-  40 01 07.     (N)    079 04 40.     (W)     SCALED    
 KX1194* NAVD 88     -       647.808  (meters)    2125.35   (feet)  ADJUSTED  
 KX1194  ___________________________________________________________________
 KX1194  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 KX1194  DYNAMIC HT  -         647.418 (meters)    2124.07  (feet)  COMP
 KX1194  MODELED GRAV-     980,002.1   (mgal)                       NAVD 88
 KX1194
 KX1194  VERT ORDER  -  SECOND    CLASS 0
 KX1194
 KX1194.The horizontal coordinates were scaled from a topographic map and have
 KX1194.an estimated accuracy of +/- 6 seconds.
 KX1194
 KX1194.The orthometric height was determined by differential leveling
 KX1194.and adjusted by the National Geodetic Survey in June 1991..
 KX1194
 KX1194.The geoid height was determined by GEOID03.
 KX1194
 KX1194.The dynamic height is computed by dividing the NAVD 88
 KX1194.geopotential number by the normal gravity value computed on the
 KX1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1194.degrees latitude (g = 980.6199 gals.).
 KX1194
 KX1194.The modeled gravity was interpolated from observed gravity values.
 KX1194
 KX1194;                    North         East    Units  Estimated Accuracy
 KX1194;SPC PA S     -    76,940.      486,650.      MT  (+/- 180 meters Scaled)
 KX1194
 KX1194                          SUPERSEDED SURVEY CONTROL
 KX1194
 KX1194  NGVD 29 (??/??/92)  647.924  (m)         2125.73   (f) ADJ UNCH    2 0
 KX1194
 KX1194.Superseded values are not recommended for survey control.
 KX1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1194.See file dsdata.txt to determine how the superseded data were derived.
 KX1194
 KX1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE640315(NAD 83)
 KX1194_MARKER: DD = SURVEY DISK
 KX1194_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1194_SP_SET: HEADWALL OF BRIDGE
 KX1194_STAMPING: 193 USGS HBC 1964
 KX1194_MARK LOGO: USGS  
 KX1194_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX1194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1194
 KX1194  HISTORY     - Date     Condition        Report By
 KX1194  HISTORY     - 1964     MONUMENTED       USGS
 KX1194  HISTORY     - 1967     GOOD             NGS
 KX1194  HISTORY     - 19860101 GOOD             NGS
 KX1194
 KX1194                          STATION DESCRIPTION
 KX1194
 KX1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX1194'AT SOMERSET.
 KX1194'0.6 MILE NORTH ALONG U.S. HIGHWAY 219 FROM THE COURT HOUSE IN
 KX1194'SOMERSET, SET IN THE TOP OF THE SOUTHWEST HEADWALL OF A BRIDGE
 KX1194'OVER THE PENNSYLVANIA TURNPIKE, 25 FEET WEST OF THE CENTERLINE
 KX1194'OF HIGHWAY AND IS ABOUT LEVEL WITH THE HIGHWAY.
 KX1194
 KX1194                          STATION RECOVERY (1986)
 KX1194
 KX1194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (DBH)
 KX1194'MARK WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0630 ***********************************************************************
 KW0630  DESIGNATION -  19+35 RDGRR
 KW0630  PID         -  KW0630
 KW0630  STATE/COUNTY-  PA/LANCASTER
 KW0630  USGS QUAD   -  LITITZ (1995)
 KW0630
 KW0630                         *CURRENT SURVEY CONTROL
 KW0630  ___________________________________________________________________
 KW0630* NAD 83(1986)-  40 09 22.     (N)    076 16 44.     (W)     SCALED    
 KW0630* NAVD 88     -       119.412  (meters)     391.77   (feet)  ADJUSTED  
 KW0630  ___________________________________________________________________
 KW0630  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 KW0630  DYNAMIC HT  -         119.349 (meters)     391.56  (feet)  COMP
 KW0630  MODELED GRAV-     980,095.4   (mgal)                       NAVD 88
 KW0630
 KW0630  VERT ORDER  -  SECOND    CLASS 0
 KW0630
 KW0630.The horizontal coordinates were scaled from a topographic map and have
 KW0630.an estimated accuracy of +/- 6 seconds.
 KW0630
 KW0630.The orthometric height was determined by differential leveling
 KW0630.and adjusted by the National Geodetic Survey in June 1991..
 KW0630
 KW0630.The geoid height was determined by GEOID03.
 KW0630
 KW0630.The dynamic height is computed by dividing the NAVD 88
 KW0630.geopotential number by the normal gravity value computed on the
 KW0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0630.degrees latitude (g = 980.6199 gals.).
 KW0630
 KW0630.The modeled gravity was interpolated from observed gravity values.
 KW0630
 KW0630;                    North         East    Units  Estimated Accuracy
 KW0630;SPC PA S     -    92,400.      725,330.      MT  (+/- 180 meters Scaled)
 KW0630
 KW0630                          SUPERSEDED SURVEY CONTROL
 KW0630
 KW0630  NGVD 29 (??/??/??)  119.631  (m)          392.49   (f) ADJUSTED    2 0
 KW0630
 KW0630.Superseded values are not recommended for survey control.
 KW0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0630.See file dsdata.txt to determine how the superseded data were derived.
 KW0630
 KW0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK910458(NAD 83)
 KW0630_MARKER: Q = CHISELED SQUARE
 KW0630_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0630_SP_SET: BASE
 KW0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0630
 KW0630  HISTORY     - Date     Condition        Report By
 KW0630  HISTORY     - UNK      MONUMENTED       RDGRR
 KW0630  HISTORY     - 1935     GOOD             CGS
 KW0630
 KW0630                          STATION DESCRIPTION
 KW0630
 KW0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0630'1.1 MI W FROM ROTHSVILLE.
 KW0630'ABOUT 1.1 MILES WEST ALONG THE READING CO. RAILWAY FROM THE
 KW0630'STATION AT ROTHSVILLE, LANCASTER COUNTY, ABOUT 1-1/2 POLES
 KW0630'EAST OF POLE 19+35, AT A CROSSING SIGN, AND ON THE TOP OF THE
 KW0630'CONCRETE BASE.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0537 ***********************************************************************
 JW0537  DESIGNATION -  1937
 JW0537  PID         -  JW0537
 JW0537  STATE/COUNTY-  PA/SOMERSET
 JW0537  USGS QUAD   -  MEYERSDALE (1981)
 JW0537
 JW0537                         *CURRENT SURVEY CONTROL
 JW0537  ___________________________________________________________________
 JW0537* NAD 83(1986)-  39 51 49.     (N)    079 03 43.     (W)     SCALED    
 JW0537* NAVD 88     -       590.203  (meters)    1936.36   (feet)  ADJUSTED  
 JW0537  ___________________________________________________________________
 JW0537  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 JW0537  DYNAMIC HT  -         589.830 (meters)    1935.13  (feet)  COMP
 JW0537  MODELED GRAV-     979,976.0   (mgal)                       NAVD 88
 JW0537
 JW0537  VERT ORDER  -  FIRST     CLASS II
 JW0537
 JW0537.The horizontal coordinates were scaled from a topographic map and have
 JW0537.an estimated accuracy of +/- 6 seconds.
 JW0537
 JW0537.The orthometric height was determined by differential leveling
 JW0537.and adjusted by the National Geodetic Survey in June 1991..
 JW0537
 JW0537.The geoid height was determined by GEOID03.
 JW0537
 JW0537.The dynamic height is computed by dividing the NAVD 88
 JW0537.geopotential number by the normal gravity value computed on the
 JW0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0537.degrees latitude (g = 980.6199 gals.).
 JW0537
 JW0537.The modeled gravity was interpolated from observed gravity values.
 JW0537
 JW0537;                    North         East    Units  Estimated Accuracy
 JW0537;SPC PA S     -    59,710.      487,750.      MT  (+/- 180 meters Scaled)
 JW0537
 JW0537                          SUPERSEDED SURVEY CONTROL
 JW0537
 JW0537  NGVD 29 (??/??/92)  590.317  (m)         1936.73   (f) ADJ UNCH    1 2
 JW0537
 JW0537.Superseded values are not recommended for survey control.
 JW0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0537.See file dsdata.txt to determine how the superseded data were derived.
 JW0537
 JW0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE657144(NAD 83)
 JW0537_MARKER: DD = SURVEY DISK
 JW0537_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0537_SP_SET: CURB
 JW0537_STAMPING: 1937
 JW0537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0537
 JW0537  HISTORY     - Date     Condition        Report By
 JW0537  HISTORY     - UNK      MONUMENTED       USGS
 JW0537  HISTORY     - 1941     GOOD             NGS
 JW0537
 JW0537                          STATION DESCRIPTION
 JW0537
 JW0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JW0537'AT GARRETT.
 JW0537'AT GARRETT, SOMERSET COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 JW0537'70.6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE WEST BOUND TRACKS,
 JW0537'IN FRONT OF THE OLD POST OFFICE, 58.5 FEET SOUTHWEST OF THE
 JW0537'SOUTHWEST CURB OF STATE HIGHWAY 653, AND IN THE SOUTHEAST CURB
 JW0537'OF A DEAD END STREET.  A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 JW0537'STAMPED 1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0382 ***********************************************************************
 MA0382  DESIGNATION -  193.73
 MA0382  PID         -  MA0382
 MA0382  STATE/COUNTY-  PA/JEFFERSON
 MA0382  USGS QUAD   -  FALLS CREEK (1994)
 MA0382
 MA0382                         *CURRENT SURVEY CONTROL
 MA0382  ___________________________________________________________________
 MA0382* NAD 83(1986)-  41 14 56.     (N)    078 47 49.     (W)     SCALED    
 MA0382* NAVD 88     -       440.177  (meters)    1444.15   (feet)  ADJUSTED  
 MA0382  ___________________________________________________________________
 MA0382  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 MA0382  DYNAMIC HT  -         439.976 (meters)    1443.49  (feet)  COMP
 MA0382  MODELED GRAV-     980,154.0   (mgal)                       NAVD 88
 MA0382
 MA0382  VERT ORDER  -  FIRST     CLASS I
 MA0382
 MA0382.The horizontal coordinates were scaled from a topographic map and have
 MA0382.an estimated accuracy of +/- 6 seconds.
 MA0382
 MA0382.The orthometric height was determined by differential leveling
 MA0382.and adjusted by the National Geodetic Survey in June 1991..
 MA0382
 MA0382.The geoid height was determined by GEOID03.
 MA0382
 MA0382.The dynamic height is computed by dividing the NAVD 88
 MA0382.geopotential number by the normal gravity value computed on the
 MA0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0382.degrees latitude (g = 980.6199 gals.).
 MA0382
 MA0382.The modeled gravity was interpolated from observed gravity values.
 MA0382
 MA0382;                    North         East    Units  Estimated Accuracy
 MA0382;SPC PA N     -   120,720.      512,250.      MT  (+/- 180 meters Scaled)
 MA0382
 MA0382                          SUPERSEDED SURVEY CONTROL
 MA0382
 MA0382  NGVD 29 (??/??/92)  440.327  (m)         1444.64   (f) ADJ UNCH    1 1
 MA0382
 MA0382.Superseded values are not recommended for survey control.
 MA0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0382.See file dsdata.txt to determine how the superseded data were derived.
 MA0382
 MA0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF845687(NAD 83)
 MA0382_MARKER: DD = SURVEY DISK
 MA0382_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0382_SP_SET: BRIDGE
 MA0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0382
 MA0382  HISTORY     - Date     Condition        Report By
 MA0382  HISTORY     - UNK      MONUMENTED       BORR
 MA0382  HISTORY     - 1967     GOOD             NGS
 MA0382
 MA0382                          STATION DESCRIPTION
 MA0382
 MA0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0382'0.2 MI SE FROM BROCKWAY.
 MA0382'ABOUT 0.2 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0382'FROM THE STATION AT BROCKWAY, 4 1/2 RAILS SOUTHEAST OF THE
 MA0382'CROSSING OF THE RAILROAD AND STATE HIGHWAY 28 WHICH IS MAIN
 MA0382'STREET, 1 1/2 POLES NORTHWEST OF MILEPOST 193/30, 8 FEET NORTHEAST
 MA0382'OF THE NORTHEAST RAIL OF THE TRACKS, SET IN THE TOP OF THE
 MA0382'NORTHEAST END OF THE NORTHWEST ABUTMENT OF STONE RAILROAD
 MA0382'BRIDGE 193/73, AND ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE
 MA0382'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0533 ***********************************************************************
 JW0533  DESIGNATION -  1945
 JW0533  PID         -  JW0533
 JW0533  STATE/COUNTY-  PA/SOMERSET
 JW0533  USGS QUAD   -  MEYERSDALE (1981)
 JW0533
 JW0533                         *CURRENT SURVEY CONTROL
 JW0533  ___________________________________________________________________
 JW0533* NAD 83(1986)-  39 50 09.     (N)    079 02 29.     (W)     SCALED    
 JW0533* NAVD 88     -       592.616  (meters)    1944.27   (feet)  ADJUSTED  
 JW0533  ___________________________________________________________________
 JW0533  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JW0533  DYNAMIC HT  -         592.246 (meters)    1943.06  (feet)  COMP
 JW0533  MODELED GRAV-     979,983.0   (mgal)                       NAVD 88
 JW0533
 JW0533  VERT ORDER  -  FIRST     CLASS II
 JW0533
 JW0533.The horizontal coordinates were scaled from a topographic map and have
 JW0533.an estimated accuracy of +/- 6 seconds.
 JW0533
 JW0533.The orthometric height was determined by differential leveling
 JW0533.and adjusted by the National Geodetic Survey in June 1991..
 JW0533
 JW0533.The geoid height was determined by GEOID03.
 JW0533
 JW0533.The dynamic height is computed by dividing the NAVD 88
 JW0533.geopotential number by the normal gravity value computed on the
 JW0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0533.degrees latitude (g = 980.6199 gals.).
 JW0533
 JW0533.The modeled gravity was interpolated from observed gravity values.
 JW0533
 JW0533;                    North         East    Units  Estimated Accuracy
 JW0533;SPC PA S     -    56,600.      489,460.      MT  (+/- 180 meters Scaled)
 JW0533
 JW0533                          SUPERSEDED SURVEY CONTROL
 JW0533
 JW0533  NGVD 29 (??/??/92)  592.736  (m)         1944.67   (f) ADJ UNCH    1 2
 JW0533
 JW0533.Superseded values are not recommended for survey control.
 JW0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0533.See file dsdata.txt to determine how the superseded data were derived.
 JW0533
 JW0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE675113(NAD 83)
 JW0533_MARKER: DD = SURVEY DISK
 JW0533_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0533_SP_SET: BRIDGE
 JW0533_STAMPING: 1945 PENN
 JW0533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0533
 JW0533  HISTORY     - Date     Condition        Report By
 JW0533  HISTORY     - UNK      MONUMENTED       USGS
 JW0533  HISTORY     - 1941     GOOD             NGS
 JW0533
 JW0533                          STATION DESCRIPTION
 JW0533
 JW0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JW0533'2.1 MI NW FROM MEYERSDALE.
 JW0533'2.1 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0533'STATION AT MEYERSDALE, SOMERSET COUNTY, 8 RAILS SOUTHWEST OF
 JW0533'MILEPOST 217, AT BRIDGE NO. 26, IN THE SOUTHEAST CORNER OF THE
 JW0533'SOUTHWEST HEADWALL, 49.8 FEET NORTHEAST OF A BRIDGE SIGN, 5 FEET
 JW0533'SOUTHEAST OF THE SOUTHEAST RAIL OF THE WEST BOUND TRACK, AND
 JW0533'1.5 FEET LOWER THAN THE TRACK.  A U.S. GEOLOGICAL SURVEY STANDARD
 JW0533'DISK, STAMPED 1945 PENN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1106 ***********************************************************************
 KX1106  DESIGNATION -  195
 KX1106  PID         -  KX1106
 KX1106  STATE/COUNTY-  PA/WESTMORELAND
 KX1106  USGS QUAD   -  STAHLSTOWN (1977)
 KX1106
 KX1106                         *CURRENT SURVEY CONTROL
 KX1106  ___________________________________________________________________
 KX1106* NAD 83(1986)-  40 07 42.     (N)    079 22 07.     (W)     SCALED    
 KX1106* NAVD 88     -       447.725  (meters)    1468.91   (feet)  ADJUSTED  
 KX1106  ___________________________________________________________________
 KX1106  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KX1106  DYNAMIC HT  -         447.466 (meters)    1468.06  (feet)  COMP
 KX1106  MODELED GRAV-     980,034.4   (mgal)                       NAVD 88
 KX1106
 KX1106  VERT ORDER  -  SECOND    CLASS 0
 KX1106
 KX1106.The horizontal coordinates were scaled from a topographic map and have
 KX1106.an estimated accuracy of +/- 6 seconds.
 KX1106
 KX1106.The orthometric height was determined by differential leveling
 KX1106.and adjusted by the National Geodetic Survey in June 1991..
 KX1106
 KX1106.The geoid height was determined by GEOID03.
 KX1106
 KX1106.The dynamic height is computed by dividing the NAVD 88
 KX1106.geopotential number by the normal gravity value computed on the
 KX1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1106.degrees latitude (g = 980.6199 gals.).
 KX1106
 KX1106.The modeled gravity was interpolated from observed gravity values.
 KX1106
 KX1106;                    North         East    Units  Estimated Accuracy
 KX1106;SPC PA S     -    89,540.      462,050.      MT  (+/- 180 meters Scaled)
 KX1106
 KX1106                          SUPERSEDED SURVEY CONTROL
 KX1106
 KX1106  NGVD 29 (??/??/92)  447.894  (m)         1469.47   (f) ADJ UNCH    2 0
 KX1106
 KX1106.Superseded values are not recommended for survey control.
 KX1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1106.See file dsdata.txt to determine how the superseded data were derived.
 KX1106
 KX1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE389432(NAD 83)
 KX1106_MARKER: DD = SURVEY DISK
 KX1106_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1106_SP_SET: BRIDGE
 KX1106_STAMPING: 195
 KX1106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1106
 KX1106  HISTORY     - Date     Condition        Report By
 KX1106  HISTORY     - UNK      MONUMENTED       PADT
 KX1106  HISTORY     - 1954     GOOD             NGS
 KX1106
 KX1106                          STATION DESCRIPTION
 KX1106
 KX1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KX1106'2 MI NE FROM DONEGAL.
 KX1106'2.0 MILES NORTHEAST ALONG STATE HIGHWAY 711 FROM THE JUNCTION
 KX1106'OF STATE HIGHWAY 31 AT DONEGAL, IN THE TOP OF THE NORTH END OF
 KX1106'THE SOUTH WING WALL OF A 12-FOOT CONCRETE BRIDGE OVER FOURMILE
 KX1106'RUN, 14 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY AND ABOUT 3/4
 KX1106'FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0378 ***********************************************************************
 MA0378  DESIGNATION -  196.21
 MA0378  PID         -  MA0378
 MA0378  STATE/COUNTY-  PA/JEFFERSON
 MA0378  USGS QUAD   -  FALLS CREEK (1994)
 MA0378
 MA0378                         *CURRENT SURVEY CONTROL
 MA0378  ___________________________________________________________________
 MA0378* NAD 83(1986)-  41 13 03.     (N)    078 46 34.     (W)     SCALED    
 MA0378* NAVD 88     -       453.951  (meters)    1489.34   (feet)  ADJUSTED  
 MA0378  ___________________________________________________________________
 MA0378  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 MA0378  DYNAMIC HT  -         453.741 (meters)    1488.65  (feet)  COMP
 MA0378  MODELED GRAV-     980,147.7   (mgal)                       NAVD 88
 MA0378
 MA0378  VERT ORDER  -  FIRST     CLASS I
 MA0378
 MA0378.The horizontal coordinates were scaled from a topographic map and have
 MA0378.an estimated accuracy of +/- 6 seconds.
 MA0378
 MA0378.The orthometric height was determined by differential leveling
 MA0378.and adjusted by the National Geodetic Survey in June 1991..
 MA0378
 MA0378.The geoid height was determined by GEOID03.
 MA0378
 MA0378.The dynamic height is computed by dividing the NAVD 88
 MA0378.geopotential number by the normal gravity value computed on the
 MA0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0378.degrees latitude (g = 980.6199 gals.).
 MA0378
 MA0378.The modeled gravity was interpolated from observed gravity values.
 MA0378
 MA0378;                    North         East    Units  Estimated Accuracy
 MA0378;SPC PA N     -   117,210.      513,960.      MT  (+/- 180 meters Scaled)
 MA0378
 MA0378                          SUPERSEDED SURVEY CONTROL
 MA0378
 MA0378  NGVD 29 (??/??/92)  454.100  (m)         1489.83   (f) ADJ UNCH    1 1
 MA0378
 MA0378.Superseded values are not recommended for survey control.
 MA0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0378.See file dsdata.txt to determine how the superseded data were derived.
 MA0378
 MA0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF864652(NAD 83)
 MA0378_MARKER: DD = SURVEY DISK
 MA0378_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0378_SP_SET: STONE ABUTMENT
 MA0378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0378
 MA0378  HISTORY     - Date     Condition        Report By
 MA0378  HISTORY     - UNK      MONUMENTED       BORR
 MA0378  HISTORY     - 1967     GOOD             NGS
 MA0378
 MA0378                          STATION DESCRIPTION
 MA0378
 MA0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0378'2.6 MI S FROM BROCKWAY.
 MA0378'ABOUT 2.65 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0378'FROM THE STATION AT BROCKWAY, 0.2 MILE SOUTH OF MILEPOST 196,
 MA0378'7 FEET EAST OF THE EAST RAIL OF THE TRACKS, SET IN THE TOP OF THE
 MA0378'EAST END OF THE NORTH STONE ABUTMENT OF THE RAILROAD OVERPASS
 MA0378'FOR COUNTY ROAD 33044, AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF
 MA0378'THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1462 ***********************************************************************
 KV1462  DESIGNATION -  197 C OF EASTON=P O
 KV1462  PID         -  KV1462
 KV1462  STATE/COUNTY-  PA/NORTHAMPTON
 KV1462  USGS QUAD   -  EASTON (1994)
 KV1462
 KV1462                         *CURRENT SURVEY CONTROL
 KV1462  ___________________________________________________________________
 KV1462* NAD 83(1986)-  40 41 24.     (N)    075 12 26.     (W)     SCALED    
 KV1462* NAVD 88     -        59.740  (meters)     196.00   (feet)  ADJUSTED  
 KV1462  ___________________________________________________________________
 KV1462  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KV1462  DYNAMIC HT  -          59.712 (meters)     195.91  (feet)  COMP
 KV1462  MODELED GRAV-     980,161.3   (mgal)                       NAVD 88
 KV1462
 KV1462  VERT ORDER  -  FIRST     CLASS II
 KV1462
 KV1462.The horizontal coordinates were scaled from a topographic map and have
 KV1462.an estimated accuracy of +/- 6 seconds.
 KV1462
 KV1462.The orthometric height was determined by differential leveling
 KV1462.and adjusted by the National Geodetic Survey in June 1991..
 KV1462.WARNING-Repeat measurements at this control monument indicate possible
 KV1462.vertical movement.
 KV1462
 KV1462.The geoid height was determined by GEOID03.
 KV1462
 KV1462.The dynamic height is computed by dividing the NAVD 88
 KV1462.geopotential number by the normal gravity value computed on the
 KV1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1462.degrees latitude (g = 980.6199 gals.).
 KV1462
 KV1462.The modeled gravity was interpolated from observed gravity values.
 KV1462
 KV1462;                    North         East    Units  Estimated Accuracy
 KV1462;SPC PA S     -   153,730.      814,900.      MT  (+/- 180 meters Scaled)
 KV1462
 KV1462                          SUPERSEDED SURVEY CONTROL
 KV1462
 KV1462  NGVD 29 (01/10/92)   59.960  (m)          196.72   (f) ADJUSTED    1 2
 KV1462
 KV1462.Superseded values are not recommended for survey control.
 KV1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1462.See file dsdata.txt to determine how the superseded data were derived.
 KV1462
 KV1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL824043(NAD 83)
 KV1462_MARKER: X = CHISELED CROSS
 KV1462_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1462_SP_SET: WATER TABLE
 KV1462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1462
 KV1462  HISTORY     - Date     Condition        Report By
 KV1462  HISTORY     - 1932     MONUMENTED       PA2270
 KV1462  HISTORY     - 1956     GOOD             CGS
 KV1462  HISTORY     - 1975     GOOD             PADT
 KV1462  HISTORY     - 1978     GOOD             NGS
 KV1462  HISTORY     - 20020126 GOOD             USPSQD
 KV1462
 KV1462                          STATION DESCRIPTION
 KV1462
 KV1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1462'AT EASTON.
 KV1462'AT EASTON, AT THE U.S. POSTOFFICE, AT THE NORTHWEST CORNER OF
 KV1462'THE INTERSECTION OF FERRY AND SECOND STREET, ON TOP OF THE
 KV1462'WATER TABLE AT THE SOUTHEAST CORNER OF THE BUILDING, 2.1 FEET
 KV1462'BELOW A PLAQUE MARKING THE HIGH WATER LINE AUGUST 19, 1955, 2
 KV1462'FEET ABOVE THE SIDEWALK.
 KV1462
 KV1462                          STATION RECOVERY (1975)
 KV1462
 KV1462'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 KV1462'RECOVERED IN GOOD CONDITION.
 KV1462
 KV1462                          STATION RECOVERY (1978)
 KV1462
 KV1462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV1462'RECOVERED IN GOOD CONDITION.
 KV1462
 KV1462                          STATION RECOVERY (2002)
 KV1462
 KV1462'RECOVERY NOTE BY US POWER SQUADRON 2002 (NCS)
 KV1462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1381 ***********************************************************************
 LZ1381  DESIGNATION -  1973
 LZ1381  PID         -  LZ1381
 LZ1381  STATE/COUNTY-  PA/POTTER
 LZ1381  USGS QUAD   -  SHORT RUN (1971)
 LZ1381
 LZ1381                         *CURRENT SURVEY CONTROL
 LZ1381  ___________________________________________________________________
 LZ1381* NAD 83(1986)-  41 37 04.     (N)    077 49 41.     (W)     SCALED    
 LZ1381* NAVD 88     -       601.082  (meters)    1972.05   (feet)  ADJUSTED  
 LZ1381  ___________________________________________________________________
 LZ1381  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 LZ1381  DYNAMIC HT  -         600.810 (meters)    1971.16  (feet)  COMP
 LZ1381  MODELED GRAV-     980,150.1   (mgal)                       NAVD 88
 LZ1381
 LZ1381  VERT ORDER  -  SECOND    CLASS 0
 LZ1381
 LZ1381.The horizontal coordinates were scaled from a topographic map and have
 LZ1381.an estimated accuracy of +/- 6 seconds.
 LZ1381
 LZ1381.The orthometric height was determined by differential leveling
 LZ1381.and adjusted by the National Geodetic Survey in June 1991..
 LZ1381
 LZ1381.The geoid height was determined by GEOID03.
 LZ1381
 LZ1381.The dynamic height is computed by dividing the NAVD 88
 LZ1381.geopotential number by the normal gravity value computed on the
 LZ1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1381.degrees latitude (g = 980.6199 gals.).
 LZ1381
 LZ1381.The modeled gravity was interpolated from observed gravity values.
 LZ1381
 LZ1381;                    North         East    Units  Estimated Accuracy
 LZ1381;SPC PA N     -   161,160.      593,500.      MT  (+/- 180 meters Scaled)
 LZ1381
 LZ1381                          SUPERSEDED SURVEY CONTROL
 LZ1381
 LZ1381  NGVD 29 (??/??/92)  601.210  (m)         1972.47   (f) ADJ UNCH    2 0
 LZ1381
 LZ1381.Superseded values are not recommended for survey control.
 LZ1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1381.See file dsdata.txt to determine how the superseded data were derived.
 LZ1381
 LZ1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM643112(NAD 83)
 LZ1381_MARKER: N = NAIL
 LZ1381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1381_SP_SET: MAPLE TREE ROOT
 LZ1381_STAMPING: B M 1973
 LZ1381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1381
 LZ1381  HISTORY     - Date     Condition        Report By
 LZ1381  HISTORY     - UNK      MONUMENTED       USGS
 LZ1381  HISTORY     - 1935     GOOD             NGS
 LZ1381
 LZ1381                          STATION DESCRIPTION
 LZ1381
 LZ1381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ1381'1 MI S FROM CROSS FORK JUNCTION.
 LZ1381'1.0 MILE SOUTH ALONG THE JUNCTION ROAD FROM CROSS FORK JUNCTION,
 LZ1381'15 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD, AT THE WEST
 LZ1381'ROOT OF A 6-INCH MAPLE TREE PAINTED B M 1973, AND 2 FEET HIGHER
 LZ1381'THAN THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2253 ***********************************************************************
 KV2253  DESIGNATION -  198.5
 KV2253  PID         -  KV2253
 KV2253  STATE/COUNTY-  PA/BERKS
 KV2253  USGS QUAD   -  BIRDSBORO (1983)
 KV2253
 KV2253                         *CURRENT SURVEY CONTROL
 KV2253  ___________________________________________________________________
 KV2253* NAD 83(1986)-  40 17 25.     (N)    075 52 02.     (W)     SCALED    
 KV2253* NAVD 88     -        60.24   (+/-2cm)     197.6    (feet)  VERTCON   
 KV2253  ___________________________________________________________________
 KV2253  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 KV2253
 KV2253  VERT ORDER  -  ? (See Below)
 KV2253
 KV2253.The horizontal coordinates were scaled from a topographic map and have
 KV2253.an estimated accuracy of +/- 6 seconds.
 KV2253
 KV2253.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV2253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV2253.The vertical order pertains to the NGVD 29 superseded value.
 KV2253
 KV2253.The geoid height was determined by GEOID03.
 KV2253
 KV2253;                    North         East    Units  Estimated Accuracy
 KV2253;SPC PA S     -   107,960.      760,080.      MT  (+/- 180 meters Scaled)
 KV2253
 KV2253                          SUPERSEDED SURVEY CONTROL
 KV2253
 KV2253  NGVD 29 (??/??/??)   60.496  (m)          198.48   (f) ADJUSTED    ?  
 KV2253
 KV2253.Superseded values are not recommended for survey control.
 KV2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2253.See file dsdata.txt to determine how the superseded data were derived.
 KV2253
 KV2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK262603(NAD 83)
 KV2253_MARKER: Z = SEE DESCRIPTION
 KV2253_SETTING: 0 = UNSPECIFIED SETTING
 KV2253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2253
 KV2253  HISTORY     - Date     Condition        Report By
 KV2253  HISTORY     - UNK      MONUMENTED       RBNF
 KV2253  HISTORY     - 1966     MARK NOT FOUND   CGS
 KV2253  HISTORY     - 20030313 MARK NOT FOUND   USPSQD
 KV2253
 KV2253                          STATION DESCRIPTION
 KV2253
 KV2253'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2253'NEAR LORANE.
 KV2253'ON THE READING CO. RAILWAY, AT MILEAGE 53.12, 2-3/4 RAILS EAST
 KV2253'OF A BRIDGE, 12 FEET SOUTH OF THE SOUTH TRACK, AND 7 FEET EAST
 KV2253'OF POLE E 41.  THE TOP OF A VERTICAL RAIL.
 KV2253
 KV2253                          STATION RECOVERY (2003)
 KV2253
 KV2253'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEQ)
 KV2253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1130 ***********************************************************************
 KX1130  DESIGNATION -  1993
 KX1130  PID         -  KX1130
 KX1130  STATE/COUNTY-  PA/WESTMORELAND
 KX1130  USGS QUAD   -  MAMMOTH (1993)
 KX1130
 KX1130                         *CURRENT SURVEY CONTROL
 KX1130  ___________________________________________________________________
 KX1130* NAD 83(1986)-  40 07 41.     (N)    079 26 11.     (W)     SCALED    
 KX1130* NAVD 88     -       607.466  (meters)    1992.99   (feet)  ADJUSTED  
 KX1130  ___________________________________________________________________
 KX1130  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KX1130  DYNAMIC HT  -         607.117 (meters)    1991.85  (feet)  COMP
 KX1130  MODELED GRAV-     980,029.9   (mgal)                       NAVD 88
 KX1130
 KX1130  VERT ORDER  -  SECOND    CLASS 0
 KX1130
 KX1130.The horizontal coordinates were scaled from a topographic map and have
 KX1130.an estimated accuracy of +/- 6 seconds.
 KX1130
 KX1130.The orthometric height was determined by differential leveling
 KX1130.and adjusted by the National Geodetic Survey in June 1991..
 KX1130
 KX1130.The geoid height was determined by GEOID03.
 KX1130
 KX1130.The dynamic height is computed by dividing the NAVD 88
 KX1130.geopotential number by the normal gravity value computed on the
 KX1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1130.degrees latitude (g = 980.6199 gals.).
 KX1130
 KX1130.The modeled gravity was interpolated from observed gravity values.
 KX1130
 KX1130;                    North         East    Units  Estimated Accuracy
 KX1130;SPC PA S     -    89,610.      456,270.      MT  (+/- 180 meters Scaled)
 KX1130
 KX1130                          SUPERSEDED SURVEY CONTROL
 KX1130
 KX1130  NGVD 29 (??/??/92)  607.643  (m)         1993.58   (f) ADJ UNCH    2 0
 KX1130
 KX1130.Superseded values are not recommended for survey control.
 KX1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1130.See file dsdata.txt to determine how the superseded data were derived.
 KX1130
 KX1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE332431(NAD 83)
 KX1130_MARKER: DD = SURVEY DISK
 KX1130_SETTING: 80 = SET IN A BOULDER
 KX1130_SP_SET: BOULDER
 KX1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1130+STABILITY: SURFACE MOTION
 KX1130
 KX1130  HISTORY     - Date     Condition        Report By
 KX1130  HISTORY     - UNK      MONUMENTED       USGS
 KX1130  HISTORY     - 1935     GOOD             NGS
 KX1130
 KX1130                          STATION DESCRIPTION
 KX1130
 KX1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX1130'2.9 MI E FROM LAURELVILLE.
 KX1130'2.9 MILES EAST ALONG STATE HIGHWAY 31 FROM THE BRIDGE OVER
 KX1130'JACOBS CREEK AT LAURELVILLE, WESTMORELAND COUNTY, 900 FEET WEST
 KX1130'OF A POST OFFICE, 25 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 KX1130'MIDWAY BETWEEN A FRAME HOUSE AND A BARN, AND IN THE TOP OF A
 KX1130'SANDSTONE BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0374 ***********************************************************************
 MA0374  DESIGNATION -  199.60
 MA0374  PID         -  MA0374
 MA0374  STATE/COUNTY-  PA/JEFFERSON
 MA0374  USGS QUAD   -  FALLS CREEK (1994)
 MA0374
 MA0374                         *CURRENT SURVEY CONTROL
 MA0374  ___________________________________________________________________
 MA0374* NAD 83(1986)-  41 10 20.     (N)    078 47 14.     (W)     SCALED    
 MA0374* NAVD 88     -       465.517  (meters)    1527.28   (feet)  ADJUSTED  
 MA0374  ___________________________________________________________________
 MA0374  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 MA0374  DYNAMIC HT  -         465.300 (meters)    1526.57  (feet)  COMP
 MA0374  MODELED GRAV-     980,142.0   (mgal)                       NAVD 88
 MA0374
 MA0374  VERT ORDER  -  FIRST     CLASS I
 MA0374
 MA0374.The horizontal coordinates were scaled from a topographic map and have
 MA0374.an estimated accuracy of +/- 6 seconds.
 MA0374
 MA0374.The orthometric height was determined by differential leveling
 MA0374.and adjusted by the National Geodetic Survey in June 1991..
 MA0374
 MA0374.The geoid height was determined by GEOID03.
 MA0374
 MA0374.The dynamic height is computed by dividing the NAVD 88
 MA0374.geopotential number by the normal gravity value computed on the
 MA0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0374.degrees latitude (g = 980.6199 gals.).
 MA0374
 MA0374.The modeled gravity was interpolated from observed gravity values.
 MA0374
 MA0374;                    North         East    Units  Estimated Accuracy
 MA0374;SPC PA N     -   112,190.      512,970.      MT  (+/- 180 meters Scaled)
 MA0374
 MA0374                          SUPERSEDED SURVEY CONTROL
 MA0374
 MA0374  NGVD 29 (??/??/92)  465.665  (m)         1527.77   (f) ADJ UNCH    1 1
 MA0374
 MA0374.Superseded values are not recommended for survey control.
 MA0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0374.See file dsdata.txt to determine how the superseded data were derived.
 MA0374
 MA0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF856602(NAD 83)
 MA0374_MARKER: DD = SURVEY DISK
 MA0374_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0374_SP_SET: ABUTMENT
 MA0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0374
 MA0374  HISTORY     - Date     Condition        Report By
 MA0374  HISTORY     - UNK      MONUMENTED       BORR
 MA0374  HISTORY     - 1967     GOOD             NGS
 MA0374
 MA0374                          STATION DESCRIPTION
 MA0374
 MA0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0374'2.4 MI NE FROM FALLS CREEK.
 MA0374'ABOUT 2.45 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0374'FROM THE SWITCH TOWER AT FALLS CREEK, 1 1/2 TELEPHONE POLES
 MA0374'SOUTHWEST OF MILEPOST 199/20, 7 1/2 RAILS SOUTHWEST OF THE
 MA0374'CROSSING OF THE RAILROAD AND COUNTY ROAD 33105, 5 FEET NORTHWEST
 MA0374'OF THE NORTHWEST RAIL OF THE NORTHWEST SET OF TRACKS, A BUFFALO,
 MA0374'ROCHESTER AND PITTSBURGH RAILROAD DISK SET IN THE TOP OF THE
 MA0374'NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF A RAILROAD
 MA0374'BRIDGE, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS.
 MA0374'NOTE-- THE MARK APPARENTLY HAS CHANGED ELEVATION.  LEVELING IN
 MA0374'1967 INDICATES THIS MARK HAS RAISED ABOUT 2 1/2 DECIMETERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9246 ***********************************************************************
 AA9246  SACS        -  This is a Secondary Airport Control Station.
 AA9246  DESIGNATION -  1N9 A
 AA9246  PID         -  AA9246
 AA9246  STATE/COUNTY-  PA/LEHIGH
 AA9246  USGS QUAD   -  ALLENTOWN EAST (1992)
 AA9246
 AA9246                         *CURRENT SURVEY CONTROL
 AA9246  ___________________________________________________________________
 AA9246* NAD 83(1992)-  40 34 20.16693(N)    075 28 58.79212(W)     ADJUSTED  
 AA9246* NAVD 88     -       116.85   (meters)     383.4    (feet)  GPS OBS   
 AA9246  ___________________________________________________________________
 AA9246  X           -   1,216,157.933 (meters)                     COMP
 AA9246  Y           -  -4,696,783.711 (meters)                     COMP
 AA9246  Z           -   4,126,512.447 (meters)                     COMP
 AA9246  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 AA9246  ELLIP HEIGHT-          82.32  (meters)          (08/09/01) GPS OBS
 AA9246  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 AA9246
 AA9246  HORZ ORDER  -  FIRST
 AA9246  ELLP ORDER  -  FOURTH    CLASS II
 AA9246
 AA9246.This mark is at Allentown Queen City Airport (1N9)
 AA9246
 AA9246.The horizontal coordinates were established by GPS observations
 AA9246.and adjusted by the National Geodetic Survey in April 1998..
 AA9246
 AA9246.The orthometric height was determined by GPS observations and a
 AA9246.high-resolution geoid model.
 AA9246
 AA9246.GPS derived orthometric heights for airport stations designated as
 AA9246.PACS or SACS are published to 2 decimal places.  This maintains
 AA9246.centimeter relative accuracy between the PACS and SACS.  It does
 AA9246.not indicate centimeter accuracy relative to other marks which are
 AA9246.part of the NAVD 88 network.
 AA9246
 AA9246.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9246
 AA9246.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9246
 AA9246.The ellipsoidal height was determined by GPS observations
 AA9246.and is referenced to NAD 83.
 AA9246
 AA9246.The geoid height was determined by GEOID03.
 AA9246
 AA9246;                    North         East     Units Scale Factor Converg.
 AA9246;SPC PA S     -   140,029.508   791,933.912   MT  0.99996174   +1 28 14.9
 AA9246;SPC PA S     -   459,413.48  2,598,203.18   sFT  0.99996174   +1 28 14.9
 AA9246;UTM  18      - 4,491,388.662   459,117.608   MT  0.99962057   -0 18 50.9
 AA9246
 AA9246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9246!SPC PA S     -   0.99998709  x   0.99996174  =   0.99994883
 AA9246!UTM  18      -   0.99998709  x   0.99962057  =   0.99960766
 AA9246
 AA9246:                Primary Azimuth Mark                     Grid Az
 AA9246:SPC PA S     -  1N9 B                                    236 42 42.4
 AA9246:UTM  18      -  1N9 B                                    238 29 48.2
 AA9246
 AA9246|---------------------------------------------------------------------|
 AA9246| PID    Reference Object                     Distance      Geod. Az  |
 AA9246|                                                           dddmmss.s |
 AA9246| AA9244 1N9 B                               460.628 METERS 2381057.3 |
 AA9246|---------------------------------------------------------------------|
 AA9246
 AA9246                          SUPERSEDED SURVEY CONTROL
 AA9246
 AA9246  ELLIP H (04/02/98)   82.36   (m)                       GP(       ) 4 2
 AA9246  NAD 83(1993)-  40 34 20.16648(N)    075 28 58.79232(W) AD(       ) 1
 AA9246  ELLIP H (11/30/95)   82.40   (m)                       GP(       ) 4 2
 AA9246
 AA9246.Superseded values are not recommended for survey control.
 AA9246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9246.See file dsdata.txt to determine how the superseded data were derived.
 AA9246
 AA9246_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK5911891389(NAD 83)
 AA9246_MARKER: I = METAL ROD
 AA9246_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA9246_STAMPING: 1N9 A 1994
 AA9246_MARK LOGO: NGS   
 AA9246_PROJECTION: RECESSED 7 CENTIMETERS
 AA9246_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9246_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA9246+STABILITY: POSITION/ELEVATION WELL
 AA9246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9246+SATELLITE: SATELLITE OBSERVATIONS - November 25, 1996
 AA9246_ROD/PIPE-DEPTH: 2.1  meters
 AA9246_SLEEVE-DEPTH  : 1.0 meters
 AA9246
 AA9246  HISTORY     - Date     Condition        Report By
 AA9246  HISTORY     - 1994     MONUMENTED       NGS
 AA9246  HISTORY     - 19940830 GOOD             NGS
 AA9246  HISTORY     - 19961125 GOOD             NGS
 AA9246  HISTORY     - 20020204 GOOD             USPSQD
 AA9246
 AA9246                          STATION DESCRIPTION
 AA9246
 AA9246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9246'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTH OF DOWNTOWN
 AA9246'ALLENTOWN, AT THE QUEEN CITY AIRPORT, IN THE GRASS MEDIAN BETWEEN THE
 AA9246'RUNWAY AND TAXIWAY AT RUNWAY END 25.  OWNERSHIP--CITY OF ALLENTOWN.
 AA9246'CONTACT JOE WILDMAN, AIRPORT MANAGER, QUEEN CITY AIRPORT, 1730 VULTEE
 AA9246'ST, ALLENTOWN, PA 18103, PHONE 610-791-3241.
 AA9246' 
 AA9246'TO REACH THE AIRPORT FROM THE JUNCTION OF INTERSTATE 78 (STATE HIGHWAY
 AA9246'309) AND LEHIGH STREET IN SOUTHERN ALLENTOWN, GO NORTH ON LEHIGH
 AA9246'STREET 0.8 MI (1.3 KM) TO VULTEE STREET ON LEFT.  TURN LEFT AND GO
 AA9246'WEST 0.35 MI (0.56 KM) TO THE AIRPORT STRAIGHT AHEAD.  TO REACH THIS
 AA9246'STATION FROM THE AIRPORT ADMINISTRATION BUILDING, ENTER THE GATE
 AA9246'ADJACENT TO THE NORTHWEST SIDE OF THE BUILDING AND PROCEED LEFT, SOUTH
 AA9246'FOR ABOUT 250 FT (76.2 M) TO A TAXIWAY, TURN LEFT, SOUTH EAST AND GO
 AA9246'0.1 MI (0.2 KM) ON TAXIWAY TO THE INTERSECTION WITH TAXIWAY B, TURN
 AA9246'LEFT, NORTHEAST AND GO 0.1 MI (0.2 KM) ON TAXIWAY TO THE STATION ON
 AA9246'THE RIGHT.
 AA9246' 
 AA9246'LOCATED 68.0 M (223.1 FT) WEST FROM THE CENTERLINE END OF RUNWAY 25,
 AA9246'39.3 M (128.9 FT) SOUTH FROM THE CENTERLINE OF PARALLEL TAXIWAY AT
 AA9246'HOLDBAR, 36.2 M (118.8 FT) NORTHWEST OF THE FIRST RUNWAY LIGHT ON THE
 AA9246'NORTH SIDE OF THE RUNWAY, AND 23.9 M (78.4 FT) NORTHWEST FROM THE EDGE
 AA9246'OF RUNWAY.
 AA9246' 
 AA9246'DESCRIBED BY KRN.
 AA9246
 AA9246                          STATION RECOVERY (1996)
 AA9246
 AA9246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9246'RECOVERED AS DESCRIBED.
 AA9246
 AA9246                          STATION RECOVERY (2002)
 AA9246
 AA9246'RECOVERY NOTE BY US POWER SQUADRON 2002 (NCS)
 AA9246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9244 ***********************************************************************
 AA9244  PACS        -  This is a Primary Airport Control Station.
 AA9244  DESIGNATION -  1N9 B
 AA9244  PID         -  AA9244
 AA9244  STATE/COUNTY-  PA/LEHIGH
 AA9244  USGS QUAD   -  ALLENTOWN EAST (1992)
 AA9244
 AA9244                         *CURRENT SURVEY CONTROL
 AA9244  ___________________________________________________________________
 AA9244* NAD 83(1992)-  40 34 12.29362(N)    075 29 15.43227(W)     ADJUSTED  
 AA9244* NAVD 88     -       117.93   (meters)     386.9    (feet)  GPS OBS   
 AA9244  ___________________________________________________________________
 AA9244  X           -   1,215,818.808 (meters)                     COMP
 AA9244  Y           -  -4,697,035.511 (meters)                     COMP
 AA9244  Z           -   4,126,328.665 (meters)                     COMP
 AA9244  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 AA9244  ELLIP HEIGHT-          83.39  (meters)          (08/07/01) GPS OBS
 AA9244  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 AA9244
 AA9244  HORZ ORDER  -  B
 AA9244  ELLP ORDER  -  FOURTH    CLASS II
 AA9244
 AA9244.This mark is at Allentown Queen City Airport (1N9)
 AA9244
 AA9244.The horizontal coordinates were established by GPS observations
 AA9244.and adjusted by the National Geodetic Survey in March 1998..
 AA9244
 AA9244.The orthometric height was determined by GPS observations and a
 AA9244.high-resolution geoid model.
 AA9244
 AA9244.GPS derived orthometric heights for airport stations designated as
 AA9244.PACS or SACS are published to 2 decimal places.  This maintains
 AA9244.centimeter relative accuracy between the PACS and SACS.  It does
 AA9244.not indicate centimeter accuracy relative to other marks which are
 AA9244.part of the NAVD 88 network.
 AA9244
 AA9244.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9244
 AA9244.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9244
 AA9244.The ellipsoidal height was determined by GPS observations
 AA9244.and is referenced to NAD 83.
 AA9244
 AA9244.The geoid height was determined by GEOID03.
 AA9244
 AA9244;                    North         East     Units Scale Factor Converg.
 AA9244;SPC PA S     -   139,776.702   791,548.878   MT  0.99996166   +1 28 04.1
 AA9244;SPC PA S     -   458,584.06  2,596,939.94   sFT  0.99996166   +1 28 04.1
 AA9244;UTM  18      - 4,491,148.053   458,725.020   MT  0.99962097   -0 19 01.7
 AA9244
 AA9244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9244!SPC PA S     -   0.99998692  x   0.99996166  =   0.99994858
 AA9244!UTM  18      -   0.99998692  x   0.99962097  =   0.99960789
 AA9244
 AA9244:                Primary Azimuth Mark                     Grid Az
 AA9244:SPC PA S     -  1N9 A                                    056 42 42.3
 AA9244:UTM  18      -  1N9 A                                    058 29 48.1
 AA9244
 AA9244|---------------------------------------------------------------------|
 AA9244| PID    Reference Object                     Distance      Geod. Az  |
 AA9244|                                                           dddmmss.s |
 AA9244| AA9246 1N9 A                               460.628 METERS 0581046.4 |
 AA9244|---------------------------------------------------------------------|
 AA9244
 AA9244                          SUPERSEDED SURVEY CONTROL
 AA9244
 AA9244  ELLIP H (03/24/98)   83.44   (m)                       GP(       ) 4 1
 AA9244  NAD 83(1993)-  40 34 12.29317(N)    075 29 15.43247(W) AD(       ) B
 AA9244  ELLIP H (11/22/95)   83.48   (m)                       GP(       ) 1 1
 AA9244
 AA9244.Superseded values are not recommended for survey control.
 AA9244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9244.See file dsdata.txt to determine how the superseded data were derived.
 AA9244
 AA9244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK5872591148(NAD 83)
 AA9244_MARKER: I = METAL ROD
 AA9244_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA9244_STAMPING: 1N9 B 1994
 AA9244_MARK LOGO: NGS   
 AA9244_PROJECTION: RECESSED 6 CENTIMETERS
 AA9244_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA9244+STABILITY: POSITION/ELEVATION WELL
 AA9244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9244+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2000
 AA9244_ROD/PIPE-DEPTH: 4.3  meters
 AA9244_SLEEVE-DEPTH  : 1.0 meters
 AA9244
 AA9244  HISTORY     - Date     Condition        Report By
 AA9244  HISTORY     - 1994     MONUMENTED       NGS
 AA9244  HISTORY     - 19940830 GOOD             NGS
 AA9244  HISTORY     - 19961125 GOOD             NGS
 AA9244  HISTORY     - 19971121 GOOD             NJGS
 AA9244  HISTORY     - 20000601 GOOD             PADT
 AA9244  HISTORY     - 20020204 GOOD             USPSQD
 AA9244
 AA9244                          STATION DESCRIPTION
 AA9244
 AA9244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9244'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTH OF DOWNTOWN
 AA9244'ALLENTOWN, AT THE QUEEN CITY AIRPORT, NEAR THE INTERSECTION OF RUNWAYS
 AA9244'7-25 AND 14-32.  OWNERSHIP--CITY OF ALLENTOWN.  CONTACT JOE WILDMAN,
 AA9244'AIRPORT MANAGER, QUEEN CITY AIRPORT, 1730 VULTEE ST, ALLENTOWN, PA
 AA9244'18103, PHONE 610-791-3241.
 AA9244' 
 AA9244'TO REACH THE AIRPORT FROM THE JUNCTION OF INTERSTATE 78 (STATE HIGHWAY
 AA9244'309) AND LEHIGH STREET IN SOUTHERN ALLENTOWN, GO NORTH ON LEHIGH
 AA9244'STREET 0.8 MI (1.3 KM) TO VULTEE STREET ON LEFT.  TURN LEFT AND GO
 AA9244'WEST 0.35 MI (0.56 KM) TO THE AIRPORT STRAIGHT AHEAD.  TO REACH THIS
 AA9244'STATION FROM THE AIRPORT ADMINISTRATION BUILDING, ENTER THE GATE
 AA9244'ADJACENT TO THE NORTHWEST SIDE OF THE BUILDING AND PROCEED LEFT, SOUTH
 AA9244'FOR ABOUT 250 FT (76.2 M) TO A TAXIWAY, TURN LEFT, SOUTH EAST AND GO
 AA9244'0.1 MI (0.2 KM) ON TAXIWAY TO THE INTERSECTION WITH TAXIWAY B, TURN
 AA9244'RIGHT, SOUTHWEST AND GO 0.1 MI (0.2 KM) CROSSING RUNWAY 14-32 TO THE
 AA9244'STATION ON THE RIGHT NEAR THE HOLDBAR.
 AA9244' 
 AA9244'LOCATED 43.0 M (141.1 FT) SOUTHWEST OF THE SOUTHERNMOST RUNWAY LIGHT
 AA9244'AT THE INTERSECTION OF RUNWAYS 7-25 AND 14-32, 26.7 M (87.6 FT)
 AA9244'SOUTHEAST OF THE CENTERLINE OF THE TAXIWAY AT HOLDBAR, 14.2 M (46.6
 AA9244'FT) NORTHEAST OF A METAL STORM GRATE, AND 23.1 M (75.8 FT) NORTHWEST
 AA9244'FROM THE EDGE OF RUNWAY 7-25.
 AA9244' 
 AA9244'DESCRIBED BY KRN.
 AA9244
 AA9244                          STATION RECOVERY (1996)
 AA9244
 AA9244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9244'RECOVERED AS DESCRIBED.
 AA9244
 AA9244                          STATION RECOVERY (1997)
 AA9244
 AA9244'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (JVS)
 AA9244'RECOVERED AS DESCRIBED.
 AA9244
 AA9244                          STATION RECOVERY (2000)
 AA9244
 AA9244'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (BH)
 AA9244'RECOVERED IN GOOD CONDITION.
 AA9244
 AA9244                          STATION RECOVERY (2002)
 AA9244
 AA9244'RECOVERY NOTE BY US POWER SQUADRON 2002 (NCS)
 AA9244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9245 ***********************************************************************
 AA9245  SACS        -  This is a Secondary Airport Control Station.
 AA9245  DESIGNATION -  1N9 C
 AA9245  PID         -  AA9245
 AA9245  STATE/COUNTY-  PA/LEHIGH
 AA9245  USGS QUAD   -  ALLENTOWN EAST (1992)
 AA9245
 AA9245                         *CURRENT SURVEY CONTROL
 AA9245  ___________________________________________________________________
 AA9245* NAD 83(1992)-  40 34 01.37124(N)    075 29 38.50056(W)     ADJUSTED  
 AA9245* NAVD 88     -       116.59   (meters)     382.5    (feet)  GPS OBS   
 AA9245  ___________________________________________________________________
 AA9245  X           -   1,215,348.121 (meters)                     COMP
 AA9245  Y           -  -4,697,382.602 (meters)                     COMP
 AA9245  Z           -   4,126,071.862 (meters)                     COMP
 AA9245  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 AA9245  ELLIP HEIGHT-          82.05  (meters)          (08/09/01) GPS OBS
 AA9245  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 AA9245
 AA9245  HORZ ORDER  -  FIRST
 AA9245  ELLP ORDER  -  FOURTH    CLASS II
 AA9245
 AA9245.This mark is at Allentown Queen City Airport (1N9)
 AA9245
 AA9245.The horizontal coordinates were established by GPS observations
 AA9245.and adjusted by the National Geodetic Survey in April 1998..
 AA9245
 AA9245.The orthometric height was determined by GPS observations and a
 AA9245.high-resolution geoid model.
 AA9245
 AA9245.GPS derived orthometric heights for airport stations designated as
 AA9245.PACS or SACS are published to 2 decimal places.  This maintains
 AA9245.centimeter relative accuracy between the PACS and SACS.  It does
 AA9245.not indicate centimeter accuracy relative to other marks which are
 AA9245.part of the NAVD 88 network.
 AA9245
 AA9245.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9245
 AA9245.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9245
 AA9245.The ellipsoidal height was determined by GPS observations
 AA9245.and is referenced to NAD 83.
 AA9245
 AA9245.The geoid height was determined by GEOID03.
 AA9245
 AA9245;                    North         East     Units Scale Factor Converg.
 AA9245;SPC PA S     -   139,426.034   791,015.068   MT  0.99996156   +1 27 49.2
 AA9245;SPC PA S     -   457,433.58  2,595,188.60   sFT  0.99996156   +1 27 49.2
 AA9245;UTM  18      - 4,490,814.296   458,180.731   MT  0.99962153   -0 19 16.6
 AA9245
 AA9245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9245!SPC PA S     -   0.99998713  x   0.99996156  =   0.99994869
 AA9245!UTM  18      -   0.99998713  x   0.99962153  =   0.99960866
 AA9245
 AA9245                          SUPERSEDED SURVEY CONTROL
 AA9245
 AA9245  ELLIP H (04/02/98)   82.09   (m)                       GP(       ) 4 2
 AA9245  NAD 83(1993)-  40 34 01.37079(N)    075 29 38.50076(W) AD(       ) 1
 AA9245  ELLIP H (11/30/95)   82.13   (m)                       GP(       ) 4 2
 AA9245
 AA9245.Superseded values are not recommended for survey control.
 AA9245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9245.See file dsdata.txt to determine how the superseded data were derived.
 AA9245
 AA9245_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK5818190814(NAD 83)
 AA9245_MARKER: I = METAL ROD
 AA9245_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA9245_STAMPING: 1N9 C 1994
 AA9245_MARK LOGO: NGS   
 AA9245_PROJECTION: RECESSED 8 CENTIMETERS
 AA9245_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9245_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA9245+STABILITY: POSITION/ELEVATION WELL
 AA9245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9245+SATELLITE: SATELLITE OBSERVATIONS - November 25, 1996
 AA9245_ROD/PIPE-DEPTH: 7.6  meters
 AA9245_SLEEVE-DEPTH  : 1.0 meters
 AA9245
 AA9245  HISTORY     - Date     Condition        Report By
 AA9245  HISTORY     - 1994     MONUMENTED       NGS
 AA9245  HISTORY     - 19940830 GOOD             NGS
 AA9245  HISTORY     - 19961125 GOOD             NGS
 AA9245  HISTORY     - 20020204 GOOD             USPSQD
 AA9245
 AA9245                          STATION DESCRIPTION
 AA9245
 AA9245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9245'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTH OF DOWNTOWN
 AA9245'ALLENTOWN, AT THE QUEEN CITY AIRPORT, IN THE GRASS MEDIAN BETWEEN THE
 AA9245'RUNWAY AND TAXIWAY AT RUNWAY END 7.  OWNERSHIP--CITY OF ALLENTOWN.
 AA9245'CONTACT JOE WILDMAN, AIRPORT MANAGER, QUEEN CITY AIRPORT, 1730 VULTEE
 AA9245'ST, ALLENTOWN, PA 18103, PHONE 610-791-3241.
 AA9245' 
 AA9245'TO REACH THE AIRPORT FROM THE JUNCTION OF INTERSTATE 78 (STATE HIGHWAY
 AA9245'309) AND LEHIGH STREET IN SOUTHERN ALLENTOWN, GO NORTH ON LEHIGH
 AA9245'STREET 0.8 MI (1.3 KM) TO VULTEE STREET ON LEFT.  TURN LEFT AND GO
 AA9245'WEST 0.35 MI (0.56 KM) TO THE AIRPORT STRAIGHT AHEAD.  TO REACH THIS
 AA9245'STATION FROM THE AIRPORT ADMINISTRATION BUILDING, ENTER THE GATE
 AA9245'ADJACENT TO THE NORTHWEST SIDE OF THE BUILDING AND PROCEED LEFT, SOUTH
 AA9245'FOR ABOUT 250 FT (76.2 M) TO TAXIWAY A, TURN LEFT, SOUTHEAST AND GO
 AA9245'0.1 MI (0.2 KM) ON TAXIWAY TO THE INTERSECTION WITH TAXIWAY B, TURN
 AA9245'RIGHT, SOUTHEAST AND GO 0.5 MI (0.8 KM) ON TAXIWAY TO THE STATION ON
 AA9245'THE LEFT.
 AA9245' 
 AA9245'LOCATED 56.8 M (186.4 FT) NORTH OF THE CENTERLINE END OF RUNWAY 25,
 AA9245'40.7 M (133.5 FT) WEST OF THE SECOND RUNWAY LIGHT FROM THE END OF THE
 AA9245'RUNWAY, 32.1 M (105.3 FT) SOUTHEAST OF THE CENTERLINE OF THE TAXIWAY
 AA9245'AT THE HOLDBAR, 25.2 M (82.7 FT) NORTHEAST OF THE FIRST RUNWAY LIGHT
 AA9245'FROM THE END OF THE RUNWAY, AND 22.2 M (72.8 FT) NORTHWEST OF THE EDGE
 AA9245'OF THE RUNWAY.
 AA9245' 
 AA9245'DESCRIBED BY KRN.
 AA9245
 AA9245                          STATION RECOVERY (1996)
 AA9245
 AA9245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9245'RECOVERED AS DESCRIBED, WITH THE FOLOWING CHANGE.  LOCATED 186.4 FT
 AA9245'(56.8 M) NORTH OF THE CENTERLINE END OF RUNWAY 7
 AA9245
 AA9245                          STATION RECOVERY (2002)
 AA9245
 AA9245'RECOVERY NOTE BY US POWER SQUADRON 2002 (NCS)
 AA9245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1777 ***********************************************************************
 MA1777  DESIGNATION -  2
 MA1777  PID         -  MA1777
 MA1777  STATE/COUNTY-  PA/ARMSTRONG
 MA1777  USGS QUAD   -  PARKER (1979)
 MA1777
 MA1777                         *CURRENT SURVEY CONTROL
 MA1777  ___________________________________________________________________
 MA1777* NAD 83(1986)-  41 06 06.     (N)    079 40 40.     (W)     SCALED    
 MA1777* NAVD 88     -       289.823  (meters)     950.86   (feet)  ADJUSTED  
 MA1777  ___________________________________________________________________
 MA1777  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MA1777  DYNAMIC HT  -         289.690 (meters)     950.42  (feet)  COMP
 MA1777  MODELED GRAV-     980,158.0   (mgal)                       NAVD 88
 MA1777
 MA1777  VERT ORDER  -  FIRST     CLASS II
 MA1777
 MA1777.The horizontal coordinates were scaled from a topographic map and have
 MA1777.an estimated accuracy of +/- 6 seconds.
 MA1777
 MA1777.The orthometric height was determined by differential leveling
 MA1777.and adjusted by the National Geodetic Survey in June 1991..
 MA1777
 MA1777.The geoid height was determined by GEOID03.
 MA1777
 MA1777.The dynamic height is computed by dividing the NAVD 88
 MA1777.geopotential number by the normal gravity value computed on the
 MA1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1777.degrees latitude (g = 980.6199 gals.).
 MA1777
 MA1777.The modeled gravity was interpolated from observed gravity values.
 MA1777
 MA1777;                    North         East    Units  Estimated Accuracy
 MA1777;SPC PA S     -   198,120.      438,070.      MT  (+/- 180 meters Scaled)
 MA1777
 MA1777                          SUPERSEDED SURVEY CONTROL
 MA1777
 MA1777  NGVD 29 (06/03/92)  289.999  (m)          951.44   (f) ADJUSTED    1 2
 MA1777
 MA1777.Superseded values are not recommended for survey control.
 MA1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1777.See file dsdata.txt to determine how the superseded data were derived.
 MA1777
 MA1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF110508(NAD 83)
 MA1777_MARKER: DD = SURVEY DISK
 MA1777_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MA1777_SP_SET: ABUTMENT OF BRIDGE
 MA1777_MARK LOGO: USGS  
 MA1777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1777
 MA1777  HISTORY     - Date     Condition        Report By
 MA1777  HISTORY     - UNK      MONUMENTED       USGS
 MA1777  HISTORY     - 1982     GOOD             NGS
 MA1777
 MA1777                          STATION DESCRIPTION
 MA1777
 MA1777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MA1777'IN PARKER.
 MA1777'0.3 KM (0.2 MI) EAST ALONG STATE HIGHWAY 368 FROM THE JUNCTION WITH
 MA1777'STATE HIGHWAY 268 TO THE MARK IN NORTHEAST ABUTMENT OF BRIDGE.  IT IS
 MA1777'5.1 METERS (16.6 FT) NORTH OF CENTERLINE OF STATE HIGHWAY 368 AND
 MA1777'2.3 METERS (7.5 FT) WEST OF THE EAST END OF AN ABUTMENT.
 MA1777'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY2940 ***********************************************************************
 KY2940  DESIGNATION -  2
 KY2940  PID         -  KY2940
 KY2940  STATE/COUNTY-  PA/BEAVER
 KY2940  USGS QUAD   -  BEAVER (1979)
 KY2940
 KY2940                         *CURRENT SURVEY CONTROL
 KY2940  ___________________________________________________________________
 KY2940* NAD 83(1986)-  40 40 58.     (N)    080 20 01.     (W)     SCALED    
 KY2940* NAVD 88     -       232.029  (meters)     761.25   (feet)  ADJUSTED  
 KY2940  ___________________________________________________________________
 KY2940  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 KY2940  DYNAMIC HT  -         231.909 (meters)     760.85  (feet)  COMP
 KY2940  MODELED GRAV-     980,100.8   (mgal)                       NAVD 88
 KY2940
 KY2940  VERT ORDER  -  FIRST     CLASS II
 KY2940
 KY2940.The horizontal coordinates were scaled from a topographic map and have
 KY2940.an estimated accuracy of +/- 6 seconds.
 KY2940
 KY2940.The orthometric height was determined by differential leveling
 KY2940.and adjusted by the National Geodetic Survey in June 1991..
 KY2940
 KY2940.The geoid height was determined by GEOID03.
 KY2940
 KY2940.The dynamic height is computed by dividing the NAVD 88
 KY2940.geopotential number by the normal gravity value computed on the
 KY2940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2940.degrees latitude (g = 980.6199 gals.).
 KY2940
 KY2940.The modeled gravity was interpolated from observed gravity values.
 KY2940
 KY2940;                    North         East    Units  Estimated Accuracy
 KY2940;SPC PA S     -   153,030.      381,630.      MT  (+/- 180 meters Scaled)
 KY2940
 KY2940                          SUPERSEDED SURVEY CONTROL
 KY2940
 KY2940.No superseded survey control is available for this station.
 KY2940
 KY2940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF563037(NAD 83)
 KY2940_MARKER: DD = SURVEY DISK
 KY2940_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KY2940_SP_SET: ABUTMENT
 KY2940_STAMPING: 2
 KY2940_MARK LOGO: PADT  
 KY2940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY2940
 KY2940  HISTORY     - Date     Condition        Report By
 KY2940  HISTORY     - UNK      MONUMENTED       PADT
 KY2940  HISTORY     - 1983     GOOD             NGS
 KY2940
 KY2940                          STATION DESCRIPTION
 KY2940
 KY2940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2940'IN BEAVER.
 KY2940'IN BEAVER, IN TOP OF THE SOUTH WALKWAY OF THE STATE HIGHWAY 68 BRIDGE
 KY2940'OVER STATE HIGHWAY 60, NEAR THE EAST END OF THE SOUTH FENCE GUARD OF
 KY2940'THE BRIDGE, 0.49 METER (1.6 FT) SOUTH OF THE SOUTH CURB OF THE BRIDGE,
 KY2940'19.35 METERS (63.5 FT) WEST OF THE EAST END OF THE BRIDGE, 1.77 METERS
 KY2940'(5.8 FT) NORTHWEST OF THE EAST END OF THE FENCE GUARD.
 KY2940'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1670 ***********************************************************************
 KX1670  DESIGNATION -  2
 KX1670  PID         -  KX1670
 KX1670  STATE/COUNTY-  PA/CLARION
 KX1670  USGS QUAD   -  EAST BRADY (1993)
 KX1670
 KX1670                         *CURRENT SURVEY CONTROL
 KX1670  ___________________________________________________________________
 KX1670* NAD 83(1986)-  40 58 53.     (N)    079 32 06.     (W)     SCALED    
 KX1670* NAVD 88     -       260.703  (meters)     855.32   (feet)  ADJUSTED  
 KX1670  ___________________________________________________________________
 KX1670  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KX1670  DYNAMIC HT  -         260.577 (meters)     854.91  (feet)  COMP
 KX1670  MODELED GRAV-     980,133.5   (mgal)                       NAVD 88
 KX1670
 KX1670  VERT ORDER  -  SECOND    CLASS 0
 KX1670
 KX1670.The horizontal coordinates were scaled from a topographic map and have
 KX1670.an estimated accuracy of +/- 6 seconds.
 KX1670
 KX1670.The orthometric height was determined by differential leveling
 KX1670.and adjusted by the National Geodetic Survey in June 1991..
 KX1670
 KX1670.The geoid height was determined by GEOID03.
 KX1670
 KX1670.The dynamic height is computed by dividing the NAVD 88
 KX1670.geopotential number by the normal gravity value computed on the
 KX1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1670.degrees latitude (g = 980.6199 gals.).
 KX1670
 KX1670.The modeled gravity was interpolated from observed gravity values.
 KX1670
 KX1670;                    North         East    Units  Estimated Accuracy
 KX1670;SPC PA N     -    92,030.      449,790.      MT  (+/- 180 meters Scaled)
 KX1670
 KX1670                          SUPERSEDED SURVEY CONTROL
 KX1670
 KX1670  NGVD 29 (??/??/92)  260.872  (m)          855.88   (f) ADJ UNCH    2 0
 KX1670
 KX1670.Superseded values are not recommended for survey control.
 KX1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1670.See file dsdata.txt to determine how the superseded data were derived.
 KX1670
 KX1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF232377(NAD 83)
 KX1670_MARKER: B = BOLT
 KX1670_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1670_SP_SET: BRIDGE WALL
 KX1670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1670
 KX1670  HISTORY     - Date     Condition        Report By
 KX1670  HISTORY     - UNK      MONUMENTED       PRR
 KX1670  HISTORY     - 1935     GOOD             NGS
 KX1670
 KX1670                          STATION DESCRIPTION
 KX1670
 KX1670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX1670'AT MORTIMER.
 KX1670'AT MORTIMER, CLARION COUNTY, ABOUT 100 FEET SOUTHWEST OF THE
 KX1670'PENNSYLVANIA RAILROAD STATION, AT A 60-FOOT SPAN GIRDER BRIDGE
 KX1670'OVER A CREEK, IN THE TOP OF THE SOUTHWEST CORNER OF THE NORTHWEST
 KX1670'MASONRY WING WALL, 8 FEET WEST OF THE CENTER LINE OF THE
 KX1670'SOUTHBOUND TRACK, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE
 KX1670'RAIL.  A COPPER BOLT, MARKED B.M. 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0476 ***********************************************************************
 KY0476  DESIGNATION -  2 ATA
 KY0476  PID         -  KY0476
 KY0476  STATE/COUNTY-  PA/WASHINGTON
 KY0476  USGS QUAD   -  CANONSBURG (1979)
 KY0476
 KY0476                         *CURRENT SURVEY CONTROL
 KY0476  ___________________________________________________________________
 KY0476* NAD 83(1986)-  40 19 11.     (N)    080 14 16.     (W)     SCALED    
 KY0476* NAVD 88     -       317.004  (meters)    1040.04   (feet)  ADJUSTED  
 KY0476  ___________________________________________________________________
 KY0476  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KY0476  DYNAMIC HT  -         316.830 (meters)    1039.47  (feet)  COMP
 KY0476  MODELED GRAV-     980,067.6   (mgal)                       NAVD 88
 KY0476
 KY0476  VERT ORDER  -  SECOND    CLASS 0
 KY0476
 KY0476.The horizontal coordinates were scaled from a topographic map and have
 KY0476.an estimated accuracy of +/- 6 seconds.
 KY0476
 KY0476.The orthometric height was determined by differential leveling
 KY0476.and adjusted by the National Geodetic Survey in June 1991..
 KY0476
 KY0476.The geoid height was determined by GEOID03.
 KY0476
 KY0476.The dynamic height is computed by dividing the NAVD 88
 KY0476.geopotential number by the normal gravity value computed on the
 KY0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0476.degrees latitude (g = 980.6199 gals.).
 KY0476
 KY0476.The modeled gravity was interpolated from observed gravity values.
 KY0476
 KY0476;                    North         East    Units  Estimated Accuracy
 KY0476;SPC PA S     -   112,500.      388,590.      MT  (+/- 180 meters Scaled)
 KY0476
 KY0476                          SUPERSEDED SURVEY CONTROL
 KY0476
 KY0476  NGVD 29 (??/??/92)  317.140  (m)         1040.48   (f) ADJ UNCH    2 0
 KY0476
 KY0476.Superseded values are not recommended for survey control.
 KY0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0476.See file dsdata.txt to determine how the superseded data were derived.
 KY0476
 KY0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE647635(NAD 83)
 KY0476_MARKER: DD = SURVEY DISK
 KY0476_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0476_SP_SET: CULVERT
 KY0476_STAMPING: 2 ATA
 KY0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0476
 KY0476  HISTORY     - Date     Condition        Report By
 KY0476  HISTORY     - UNK      MONUMENTED       USGS
 KY0476  HISTORY     - 1957     GOOD             NGS
 KY0476
 KY0476                          STATION DESCRIPTION
 KY0476
 KY0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0476'4.2 MI NE FROM HICKORY.
 KY0476'ABOUT 4.15 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST
 KY0476'OFFICE AND BANK BUILDING AT HICKORY, 19 FEET SOUTH OF THE CENTER
 KY0476'LINE OF THE HIGHWAY, ON TOP OF THE SOUTH HEADWALL OF A CONCRETE
 KY0476'BOX CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1766 ***********************************************************************
 KW1766  DESIGNATION -  2 FAD PADH
 KW1766  PID         -  KW1766
 KW1766  STATE/COUNTY-  PA/MIFFLIN
 KW1766  USGS QUAD   -  BURNHAM (1973)
 KW1766
 KW1766                         *CURRENT SURVEY CONTROL
 KW1766  ___________________________________________________________________
 KW1766* NAD 83(1986)-  40 38 17.     (N)    077 30 28.     (W)     SCALED    
 KW1766* NAVD 88     -       165.701  (meters)     543.64   (feet)  ADJUSTED  
 KW1766  ___________________________________________________________________
 KW1766  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 KW1766  DYNAMIC HT  -         165.623 (meters)     543.38  (feet)  COMP
 KW1766  MODELED GRAV-     980,146.9   (mgal)                       NAVD 88
 KW1766
 KW1766  VERT ORDER  -  SECOND    CLASS 0
 KW1766
 KW1766.The horizontal coordinates were scaled from a topographic map and have
 KW1766.an estimated accuracy of +/- 6 seconds.
 KW1766
 KW1766.The orthometric height was determined by differential leveling
 KW1766.and adjusted by the National Geodetic Survey in June 1991..
 KW1766
 KW1766.The geoid height was determined by GEOID03.
 KW1766
 KW1766.The dynamic height is computed by dividing the NAVD 88
 KW1766.geopotential number by the normal gravity value computed on the
 KW1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1766.degrees latitude (g = 980.6199 gals.).
 KW1766
 KW1766.The modeled gravity was interpolated from observed gravity values.
 KW1766
 KW1766;                    North         East    Units  Estimated Accuracy
 KW1766;SPC PA S     -   144,900.      620,490.      MT  (+/- 180 meters Scaled)
 KW1766
 KW1766                          SUPERSEDED SURVEY CONTROL
 KW1766
 KW1766  NGVD 29 (??/??/??)  165.910  (m)          544.32   (f) ADJUSTED    2 0
 KW1766
 KW1766.Superseded values are not recommended for survey control.
 KW1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1766.See file dsdata.txt to determine how the superseded data were derived.
 KW1766
 KW1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL879016(NAD 83)
 KW1766_MARKER: DD = SURVEY DISK
 KW1766_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1766_SP_SET: BRIDGE
 KW1766_STAMPING: 2 FAD USGS 1957
 KW1766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1766
 KW1766  HISTORY     - Date     Condition        Report By
 KW1766  HISTORY     - 1957     MONUMENTED       PADH
 KW1766  HISTORY     - 1966     GOOD             CGS
 KW1766
 KW1766                          STATION DESCRIPTION
 KW1766
 KW1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1766'4 MI NE FROM LEWISTOWN.
 KW1766'4.0 MILES NORTHEAST ALONG U.S. HIGHWAY 522 FROM ITS JUNCTION WITH
 KW1766'U.S. HIGHWAY 322 BY-PASS AT THE NORTHEAST EDGE OF LEWISTOWN, SET
 KW1766'IN THE TOP OF THE NORTHEAST WINGWALL OF A 25 FOOT BRIDGE, 19.5
 KW1766'FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY, 10.5 FEET NORTHEAST
 KW1766'OF POLE NO 155 AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE
 KW1766'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1801 ***********************************************************************
 MA1801  DESIGNATION -  2 N
 MA1801  PID         -  MA1801
 MA1801  STATE/COUNTY-  PA/VENANGO
 MA1801  USGS QUAD   -  CRANBERRY (1977)
 MA1801
 MA1801                         *CURRENT SURVEY CONTROL
 MA1801  ___________________________________________________________________
 MA1801* NAD 83(1986)-  41 16 49.     (N)    079 44 54.     (W)     SCALED    
 MA1801* NAVD 88     -       439.739  (meters)    1442.71   (feet)  ADJUSTED  
 MA1801  ___________________________________________________________________
 MA1801  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 MA1801  DYNAMIC HT  -         439.534 (meters)    1442.04  (feet)  COMP
 MA1801  MODELED GRAV-     980,144.8   (mgal)                       NAVD 88
 MA1801
 MA1801  VERT ORDER  -  FIRST     CLASS II
 MA1801
 MA1801.The horizontal coordinates were scaled from a topographic map and have
 MA1801.an estimated accuracy of +/- 6 seconds.
 MA1801
 MA1801.The orthometric height was determined by differential leveling
 MA1801.and adjusted by the National Geodetic Survey in June 1991..
 MA1801
 MA1801.The geoid height was determined by GEOID03.
 MA1801
 MA1801.The dynamic height is computed by dividing the NAVD 88
 MA1801.geopotential number by the normal gravity value computed on the
 MA1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1801.degrees latitude (g = 980.6199 gals.).
 MA1801
 MA1801.The modeled gravity was interpolated from observed gravity values.
 MA1801
 MA1801;                    North         East    Units  Estimated Accuracy
 MA1801;SPC PA N     -   125,600.      432,610.      MT  (+/- 180 meters Scaled)
 MA1801
 MA1801                          SUPERSEDED SURVEY CONTROL
 MA1801
 MA1801  NGVD 29 (06/03/92)  439.898  (m)         1443.23   (f) ADJUSTED    1 2
 MA1801
 MA1801.Superseded values are not recommended for survey control.
 MA1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1801.See file dsdata.txt to determine how the superseded data were derived.
 MA1801
 MA1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF048706(NAD 83)
 MA1801_MARKER: DD = SURVEY DISK
 MA1801_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MA1801+WITH SETTING: PAVEMENT
 MA1801_SP_SET: PLATFORM
 MA1801_STAMPING: 1443 2 N 1962
 MA1801_MARK LOGO: PADH  
 MA1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1801+STABILITY: SURFACE MOTION
 MA1801
 MA1801  HISTORY     - Date     Condition        Report By
 MA1801  HISTORY     - 1962     MONUMENTED       PADH
 MA1801  HISTORY     - 1982     GOOD             NGS
 MA1801
 MA1801                          STATION DESCRIPTION
 MA1801
 MA1801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MA1801'IN ROCKLAND.
 MA1801'8.7 KM (5.45 MI) SOUTH ALONG STATE HIGHWAY 257 FROM THE JUNCTION OF
 MA1801'U.S. HIGHWAY 322 AND STATE HIGHWAY 257 IN CRANBERRY TO THE MARK ON THE
 MA1801'LEFT AT THE NORTH SIDE OF THE ROCKLAND SCHOOL, 8.2 METERS (27.0
 MA1801'FT) SOUTHWEST FROM THE NORTHEAST CORNER OF BUILDING, 7.0 METERS
 MA1801'(23.0 FT) NORTH OF THE NORTH WALL AND 0.3 METER (1.0 FT) EAST OF A
 MA1801'GUARD RAIL.
 MA1801'THE MARK IS 0.91 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0941 ***********************************************************************
 KW0941  DESIGNATION -  2 PADH
 KW0941  PID         -  KW0941
 KW0941  STATE/COUNTY-  PA/DAUPHIN
 KW0941  USGS QUAD   -  HARRISBURG WEST (1987)
 KW0941
 KW0941                         *CURRENT SURVEY CONTROL
 KW0941  ___________________________________________________________________
 KW0941* NAD 83(1986)-  40 22 11.     (N)    076 57 39.     (W)     SCALED    
 KW0941* NAVD 88     -       107.317  (meters)     352.09   (feet)  ADJUSTED  
 KW0941  ___________________________________________________________________
 KW0941  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KW0941  DYNAMIC HT  -         107.264 (meters)     351.92  (feet)  COMP
 KW0941  MODELED GRAV-     980,129.5   (mgal)                       NAVD 88
 KW0941
 KW0941  VERT ORDER  -  FIRST     CLASS II
 KW0941
 KW0941.The horizontal coordinates were scaled from a topographic map and have
 KW0941.an estimated accuracy of +/- 6 seconds.
 KW0941
 KW0941.The orthometric height was determined by differential leveling
 KW0941.and adjusted by the National Geodetic Survey in June 1991..
 KW0941
 KW0941.The geoid height was determined by GEOID03.
 KW0941
 KW0941.The dynamic height is computed by dividing the NAVD 88
 KW0941.geopotential number by the normal gravity value computed on the
 KW0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0941.degrees latitude (g = 980.6199 gals.).
 KW0941
 KW0941.The modeled gravity was interpolated from observed gravity values.
 KW0941
 KW0941;                    North         East    Units  Estimated Accuracy
 KW0941;SPC PA S     -   115,380.      667,020.      MT  (+/- 180 meters Scaled)
 KW0941
 KW0941                          SUPERSEDED SURVEY CONTROL
 KW0941
 KW0941  NGVD 29 (??/??/??)  107.539  (m)          352.82   (f) ADJUSTED    1 2
 KW0941
 KW0941.Superseded values are not recommended for survey control.
 KW0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0941.See file dsdata.txt to determine how the superseded data were derived.
 KW0941
 KW0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK335706(NAD 83)
 KW0941_MARKER: DD = SURVEY DISK
 KW0941_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0941_SP_SET: BRIDGE WALL
 KW0941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0941
 KW0941  HISTORY     - Date     Condition        Report By
 KW0941  HISTORY     - UNK      MONUMENTED       PADH
 KW0941  HISTORY     - 1942     GOOD             CGS
 KW0941  HISTORY     - 20040417 MARK NOT FOUND   GEOCAC
 KW0941
 KW0941                          STATION DESCRIPTION
 KW0941
 KW0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0941'1.8 MI NW FROM DAUPHIN.
 KW0941'ABOUT 1.8 MILES NORTHWEST ALONG STATE HIGHWAY 14 FROM THE
 KW0941'STATION AT DAUPHIN, DAUPHIN COUNTY, JUST NORTH OF THE JUNCTION
 KW0941'OF SPEECEVILLE ROAD, AT THE BOTTOM OF A LONG HILL, ABOUT 500
 KW0941'FEET NORTH OF A POINT WHERE THE HIGHWAY BECOMES THREE LANES, IN
 KW0941'THE TOP OF THE SOUTHEAST WING WALL OF A HIGHWAY BRIDGE, AND 35
 KW0941'FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A PENNSYLVANIA
 KW0941'DEPARTMENT OF HIGHWAYS STANDARD DISK.
 KW0941
 KW0941                          STATION RECOVERY (2004)
 KW0941
 KW0941'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0941'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1063 ***********************************************************************
 KW1063  DESIGNATION -  2 PRR
 KW1063  PID         -  KW1063
 KW1063  STATE/COUNTY-  PA/YORK
 KW1063  USGS QUAD   -  COLUMBIA WEST (1990)
 KW1063
 KW1063                         *CURRENT SURVEY CONTROL
 KW1063  ___________________________________________________________________
 KW1063* NAD 83(1986)-  40 01 00.     (N)    076 31 55.     (W)     SCALED    
 KW1063* NAVD 88     -        82.524  (meters)     270.75   (feet)  ADJUSTED  
 KW1063  ___________________________________________________________________
 KW1063  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KW1063  DYNAMIC HT  -          82.482 (meters)     270.61  (feet)  COMP
 KW1063  MODELED GRAV-     980,112.0   (mgal)                       NAVD 88
 KW1063
 KW1063  VERT ORDER  -  SECOND    CLASS 0
 KW1063
 KW1063.The horizontal coordinates were scaled from a topographic map and have
 KW1063.an estimated accuracy of +/- 6 seconds.
 KW1063
 KW1063.The orthometric height was determined by differential leveling
 KW1063.and adjusted by the National Geodetic Survey in June 1991..
 KW1063
 KW1063.The geoid height was determined by GEOID03.
 KW1063
 KW1063.The dynamic height is computed by dividing the NAVD 88
 KW1063.geopotential number by the normal gravity value computed on the
 KW1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1063.degrees latitude (g = 980.6199 gals.).
 KW1063
 KW1063.The modeled gravity was interpolated from observed gravity values.
 KW1063
 KW1063;                    North         East    Units  Estimated Accuracy
 KW1063;SPC PA S     -    76,590.      703,990.      MT  (+/- 180 meters Scaled)
 KW1063
 KW1063                          SUPERSEDED SURVEY CONTROL
 KW1063
 KW1063  NGVD 29 (??/??/??)   82.780  (m)          271.59   (f) ADJUSTED    2 0
 KW1063
 KW1063.Superseded values are not recommended for survey control.
 KW1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1063.See file dsdata.txt to determine how the superseded data were derived.
 KW1063
 KW1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK692307(NAD 83)
 KW1063_MARKER: B = BOLT
 KW1063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1063_SP_SET: BRIDGE
 KW1063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1063
 KW1063  HISTORY     - Date     Condition        Report By
 KW1063  HISTORY     - UNK      MONUMENTED       PRR
 KW1063  HISTORY     - 1935     GOOD             CGS
 KW1063
 KW1063                          STATION DESCRIPTION
 KW1063
 KW1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW1063'0.8 MI W FROM WRIGHTSVILLE.
 KW1063'0.8 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1063'STATION AT WRIGHTSVILLE, IN THE TOP OF THE NORTH END OF THE
 KW1063'EAST ABUTMENT OF BRIDGE 1.99, AND 9 FEET NORTH OF THE CENTER
 KW1063'LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0919 ***********************************************************************
 JU0919  DESIGNATION -  2 PRR
 JU0919  PID         -  JU0919
 JU0919  STATE/COUNTY-  PA/PHILADELPHIA
 JU0919  USGS QUAD   -  CAMDEN (1995)
 JU0919
 JU0919                         *CURRENT SURVEY CONTROL
 JU0919  ___________________________________________________________________
 JU0919* NAD 83(1986)-  39 59 52.     (N)    075 05 10.     (W)     SCALED    
 JU0919* NAVD 88     -        11.463  (meters)      37.61   (feet)  ADJUSTED  
 JU0919  ___________________________________________________________________
 JU0919  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JU0919  DYNAMIC HT  -          11.458 (meters)      37.59  (feet)  COMP
 JU0919  MODELED GRAV-     980,182.8   (mgal)                       NAVD 88
 JU0919
 JU0919  VERT ORDER  -  FIRST     CLASS I
 JU0919
 JU0919.The horizontal coordinates were scaled from a topographic map and have
 JU0919.an estimated accuracy of +/- 6 seconds.
 JU0919
 JU0919.The orthometric height was determined by differential leveling
 JU0919.and adjusted by the National Geodetic Survey in June 1991..
 JU0919.WARNING-Repeat measurements at this control monument indicate possible
 JU0919.vertical movement.
 JU0919
 JU0919.The geoid height was determined by GEOID03.
 JU0919
 JU0919.The dynamic height is computed by dividing the NAVD 88
 JU0919.geopotential number by the normal gravity value computed on the
 JU0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0919.degrees latitude (g = 980.6199 gals.).
 JU0919
 JU0919.The modeled gravity was interpolated from observed gravity values.
 JU0919
 JU0919;                    North         East    Units  Estimated Accuracy
 JU0919;SPC PA S     -    77,210.      827,450.      MT  (+/- 180 meters Scaled)
 JU0919
 JU0919                          SUPERSEDED SURVEY CONTROL
 JU0919
 JU0919  NGVD 29 (01/10/92)   11.784  (m)           38.66   (f) ADJUSTED    1 1
 JU0919
 JU0919.Superseded values are not recommended for survey control.
 JU0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0919.See file dsdata.txt to determine how the superseded data were derived.
 JU0919
 JU0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK926275(NAD 83)
 JU0919_MARKER: B = BOLT
 JU0919_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0919_SP_SET: BRIDGE
 JU0919_STAMPING: 2 B M
 JU0919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0919
 JU0919  HISTORY     - Date     Condition        Report By
 JU0919  HISTORY     - UNK      MONUMENTED       PRR
 JU0919  HISTORY     - 1963     GOOD             CGS
 JU0919  HISTORY     - 1974     GOOD             NGS
 JU0919
 JU0919                          STATION DESCRIPTION
 JU0919
 JU0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0919'AT PHILADELPHIA.
 JU0919'AT PHILADELPHIA, PHILADELPHIA COUNTY, IN THE NORTHEAST CORNER
 JU0919'OF BRIDGE 0/63 OF THE PENNSYLVANIA RAILROAD LINE TO DELAIR, NEW
 JU0919'JERSEY.  A COPPER BOLT, SURROUNDED BY CHISELED LETTERS 2 B M.
 JU0919
 JU0919                          STATION RECOVERY (1974)
 JU0919
 JU0919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JU0919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0257 ***********************************************************************
 LZ0257  DESIGNATION -  2 SHPY
 LZ0257  PID         -  LZ0257
 LZ0257  STATE/COUNTY-  PA/NORTHUMBERLAND
 LZ0257  USGS QUAD   -  MILTON (1983)
 LZ0257
 LZ0257                         *CURRENT SURVEY CONTROL
 LZ0257  ___________________________________________________________________
 LZ0257* NAD 83(1986)-  41 00 28.     (N)    076 51 16.     (W)     SCALED    
 LZ0257* NAVD 88     -       142.638  (meters)     467.97   (feet)  ADJUSTED  
 LZ0257  ___________________________________________________________________
 LZ0257  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 LZ0257  DYNAMIC HT  -         142.577 (meters)     467.77  (feet)  COMP
 LZ0257  MODELED GRAV-     980,188.8   (mgal)                       NAVD 88
 LZ0257
 LZ0257  VERT ORDER  -  SECOND    CLASS 0
 LZ0257
 LZ0257.The horizontal coordinates were scaled from a topographic map and have
 LZ0257.an estimated accuracy of +/- 6 seconds.
 LZ0257
 LZ0257.The orthometric height was determined by differential leveling
 LZ0257.and adjusted by the National Geodetic Survey in June 1991..
 LZ0257
 LZ0257.The geoid height was determined by GEOID03.
 LZ0257
 LZ0257.The dynamic height is computed by dividing the NAVD 88
 LZ0257.geopotential number by the normal gravity value computed on the
 LZ0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0257.degrees latitude (g = 980.6199 gals.).
 LZ0257
 LZ0257.The modeled gravity was interpolated from observed gravity values.
 LZ0257
 LZ0257;                    North         East    Units  Estimated Accuracy
 LZ0257;SPC PA N     -    93,800.      675,340.      MT  (+/- 180 meters Scaled)
 LZ0257
 LZ0257                          SUPERSEDED SURVEY CONTROL
 LZ0257
 LZ0257  NGVD 29 (??/??/92)  142.87   (m)          468.7    (f) COMPUTED    2 0
 LZ0257
 LZ0257.Superseded values are not recommended for survey control.
 LZ0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0257.See file dsdata.txt to determine how the superseded data were derived.
 LZ0257
 LZ0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL440412(NAD 83)
 LZ0257_MARKER: DD = SURVEY DISK
 LZ0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0257_STAMPING: 2 PRR  1934
 LZ0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0257+STABILITY: SURFACE MOTION
 LZ0257
 LZ0257  HISTORY     - Date     Condition        Report By
 LZ0257  HISTORY     - 1934     MONUMENTED       PRR
 LZ0257  HISTORY     - 1934     GOOD             NGS
 LZ0257  HISTORY     - 1941     MARK NOT FOUND   NGS
 LZ0257
 LZ0257                          STATION DESCRIPTION
 LZ0257
 LZ0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0257'AT MILTON.
 LZ0257'AT MILTON, NORTHCUMBERLAND COUNTY, ON THE PENNSYSLVANIA RAILROAD,
 LZ0257'ON THE SHIPPERS CAR LINE, INC. PROPERTY, ABOUT 130 FEET NORTHEAST
 LZ0257'OF THE JUNCTION OF THE READING CO. RAILWAY, AND 30 FEET NORTH OF
 LZ0257'THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED 2
 LZ0257'S.H.P.X. 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LZ0257
 LZ0257                          STATION RECOVERY (1941)
 LZ0257
 LZ0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LZ0257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0244 ***********************************************************************
 MA0244  DESIGNATION -  20
 MA0244  PID         -  MA0244
 MA0244  STATE/COUNTY-  PA/CLEARFIELD
 MA0244  USGS QUAD   -  CLEARFIELD (1981)
 MA0244
 MA0244                         *CURRENT SURVEY CONTROL
 MA0244  ___________________________________________________________________
 MA0244* NAD 83(1986)-  41 01 37.     (N)    078 24 23.     (W)     SCALED    
 MA0244* NAVD 88     -       340.515  (meters)    1117.17   (feet)  ADJUSTED  
 MA0244  ___________________________________________________________________
 MA0244  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 MA0244  DYNAMIC HT  -         340.351 (meters)    1116.63  (feet)  COMP
 MA0244  MODELED GRAV-     980,133.3   (mgal)                       NAVD 88
 MA0244
 MA0244  VERT ORDER  -  SECOND    CLASS 0
 MA0244
 MA0244.The horizontal coordinates were scaled from a topographic map and have
 MA0244.an estimated accuracy of +/- 6 seconds.
 MA0244
 MA0244.The orthometric height was determined by differential leveling
 MA0244.and adjusted by the National Geodetic Survey in June 1991..
 MA0244
 MA0244.The geoid height was determined by GEOID03.
 MA0244
 MA0244.The dynamic height is computed by dividing the NAVD 88
 MA0244.geopotential number by the normal gravity value computed on the
 MA0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0244.degrees latitude (g = 980.6199 gals.).
 MA0244
 MA0244.The modeled gravity was interpolated from observed gravity values.
 MA0244
 MA0244;                    North         East    Units  Estimated Accuracy
 MA0244;SPC PA N     -    95,750.      544,800.      MT  (+/- 180 meters Scaled)
 MA0244
 MA0244                          SUPERSEDED SURVEY CONTROL
 MA0244
 MA0244  NGVD 29 (??/??/92)  340.670  (m)         1117.68   (f) ADJ UNCH    2 0
 MA0244
 MA0244.Superseded values are not recommended for survey control.
 MA0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0244.See file dsdata.txt to determine how the superseded data were derived.
 MA0244
 MA0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF180449(NAD 83)
 MA0244_MARKER: Q = CHISELED SQUARE
 MA0244_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0244_SP_SET: ABUTMENT
 MA0244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0244
 MA0244  HISTORY     - Date     Condition        Report By
 MA0244  HISTORY     - UNK      MONUMENTED       NYCRR
 MA0244  HISTORY     - 1959     GOOD             NGS
 MA0244  HISTORY     - 1977     GOOD             PADT
 MA0244
 MA0244                          STATION DESCRIPTION
 MA0244
 MA0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MA0244'2.2 MI E FROM CLEARFIELD.
 MA0244'ABOUT 2.2 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MA0244'THE STATION AT CLEARFIELD, CLEARFIELD COUNTY, AT STEEL BRIDGE
 MA0244'R 1 OVER SUSQUEHANNA RIVER, ON THE TOP OF THE SOUTH END OF THE
 MA0244'WEST STONE ABUTMENT, 11-1/2 FEET SOUTH OF THE CENTER LINE OF
 MA0244'THE TRACK, AND ABOUT 1-1/4 FEET LOWER THAN THE TOP OF THE RAIL.
 MA0244'A CHISELED SQUARE.
 MA0244
 MA0244                          STATION RECOVERY (1977)
 MA0244
 MA0244'RECOVERY NOTE BY PA DEPT OF TRANSP 1977
 MA0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0162 ***********************************************************************
 MA0162  DESIGNATION -  20
 MA0162  PID         -  MA0162
 MA0162  STATE/COUNTY-  PA/CLINTON
 MA0162  USGS QUAD   -  SINNEMAHONING (1977)
 MA0162
 MA0162                         *CURRENT SURVEY CONTROL
 MA0162  ___________________________________________________________________
 MA0162* NAD 83(1986)-  41 17 52.     (N)    078 00 01.     (W)     SCALED    
 MA0162* NAVD 88     -       231.025  (meters)     757.95   (feet)  ADJUSTED  
 MA0162  ___________________________________________________________________
 MA0162  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 MA0162  DYNAMIC HT  -         230.920 (meters)     757.61  (feet)  COMP
 MA0162  MODELED GRAV-     980,164.0   (mgal)                       NAVD 88
 MA0162
 MA0162  VERT ORDER  -  SECOND    CLASS 0
 MA0162
 MA0162.The horizontal coordinates were scaled from a topographic map and have
 MA0162.an estimated accuracy of +/- 6 seconds.
 MA0162
 MA0162.The orthometric height was determined by differential leveling
 MA0162.and adjusted by the National Geodetic Survey in June 1991..
 MA0162
 MA0162.The geoid height was determined by GEOID03.
 MA0162
 MA0162.The dynamic height is computed by dividing the NAVD 88
 MA0162.geopotential number by the normal gravity value computed on the
 MA0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0162.degrees latitude (g = 980.6199 gals.).
 MA0162
 MA0162.The modeled gravity was interpolated from observed gravity values.
 MA0162
 MA0162;                    North         East    Units  Estimated Accuracy
 MA0162;SPC PA N     -   125,640.      579,040.      MT  (+/- 180 meters Scaled)
 MA0162
 MA0162                          SUPERSEDED SURVEY CONTROL
 MA0162
 MA0162  NGVD 29 (??/??/92)  231.199  (m)          758.53   (f) ADJ UNCH    2 0
 MA0162
 MA0162.Superseded values are not recommended for survey control.
 MA0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0162.See file dsdata.txt to determine how the superseded data were derived.
 MA0162
 MA0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF511761(NAD 83)
 MA0162_MARKER: Z = SEE DESCRIPTION
 MA0162_SETTING: 66 = SET IN ROCK OUTCROP
 MA0162_SP_SET: ROCK LEDGE
 MA0162_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA0162+STABILITY: POSITION/ELEVATION WELL
 MA0162
 MA0162  HISTORY     - Date     Condition        Report By
 MA0162  HISTORY     - UNK      MONUMENTED       PRR
 MA0162  HISTORY     - 1934     GOOD             NGS
 MA0162
 MA0162                          STATION DESCRIPTION
 MA0162
 MA0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0162'6.7 MI W FROM KEATING.
 MA0162'ABOUT 6.7 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM KEATING,
 MA0162'CLINTON COUNTY, ABOUT 1,730 FEET WEST OF MILEPOST 111-177, 9
 MA0162'FEET SOUTH OF THE CENTER LINE OF THE TRACK, ON THE TOP OF A SMOOTH
 MA0162'ROCK LEDGE, AND ABOUT 6 INCHES HIGHER THAN THE TOP OF THE RAIL.  A
 MA0162'CHISELED SHELF, MARKED BY THE CHISELED LETTERS B M 20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0448 ***********************************************************************
 KX0448  DESIGNATION -  20
 KX0448  PID         -  KX0448
 KX0448  STATE/COUNTY-  PA/CAMBRIA
 KX0448  USGS QUAD   -  GEISTOWN (1993)
 KX0448
 KX0448                         *CURRENT SURVEY CONTROL
 KX0448  ___________________________________________________________________
 KX0448* NAD 83(1986)-  40 22 05.     (N)    078 49 08.     (W)     SCALED    
 KX0448* NAVD 88     -       444.201  (meters)    1457.35   (feet)  ADJUSTED  
 KX0448  ___________________________________________________________________
 KX0448  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KX0448  DYNAMIC HT  -         443.957 (meters)    1456.55  (feet)  COMP
 KX0448  MODELED GRAV-     980,062.9   (mgal)                       NAVD 88
 KX0448
 KX0448  VERT ORDER  -  SECOND    CLASS 0
 KX0448
 KX0448.The horizontal coordinates were scaled from a topographic map and have
 KX0448.an estimated accuracy of +/- 6 seconds.
 KX0448
 KX0448.The orthometric height was determined by differential leveling
 KX0448.and adjusted by the National Geodetic Survey in June 1991..
 KX0448
 KX0448.The geoid height was determined by GEOID03.
 KX0448
 KX0448.The dynamic height is computed by dividing the NAVD 88
 KX0448.geopotential number by the normal gravity value computed on the
 KX0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0448.degrees latitude (g = 980.6199 gals.).
 KX0448
 KX0448.The modeled gravity was interpolated from observed gravity values.
 KX0448
 KX0448;                    North         East    Units  Estimated Accuracy
 KX0448;SPC PA S     -   115,440.      509,220.      MT  (+/- 180 meters Scaled)
 KX0448
 KX0448                          SUPERSEDED SURVEY CONTROL
 KX0448
 KX0448  NGVD 29 (??/??/92)  444.36   (m)         1457.9    (f) COMPUTED    2 0
 KX0448
 KX0448.Superseded values are not recommended for survey control.
 KX0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0448.See file dsdata.txt to determine how the superseded data were derived.
 KX0448
 KX0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE851708(NAD 83)
 KX0448_MARKER: B = BOLT
 KX0448_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0448_SP_SET: VIADUCT PARAPET
 KX0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0448
 KX0448  HISTORY     - Date     Condition        Report By
 KX0448  HISTORY     - UNK      MONUMENTED       PRR
 KX0448  HISTORY     - 1966     MARK NOT FOUND   NGS
 KX0448
 KX0448                          STATION DESCRIPTION
 KX0448
 KX0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0448'1.3 MI E FROM MINERAL POINT.
 KX0448'1.3 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM MINERAL POINT,
 KX0448'CAMBRIA COUNTY, AT CONEMAUGH VIADUCT NO. 267.18, AND IN THE TOP
 KX0448'OF THE EAST END OF THE SOUTH PARAPET.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0577 ***********************************************************************
 KX0577  DESIGNATION -  20
 KX0577  PID         -  KX0577
 KX0577  STATE/COUNTY-  PA/SOMERSET
 KX0577  USGS QUAD   -  WINDBER (1998)
 KX0577
 KX0577                         *CURRENT SURVEY CONTROL
 KX0577  ___________________________________________________________________
 KX0577* NAD 83(1986)-  40 14 36.     (N)    078 50 53.     (W)     SCALED    
 KX0577* NAVD 88     -       511.372  (meters)    1677.73   (feet)  ADJUSTED  
 KX0577  ___________________________________________________________________
 KX0577  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KX0577  DYNAMIC HT  -         511.079 (meters)    1676.77  (feet)  COMP
 KX0577  MODELED GRAV-     980,037.5   (mgal)                       NAVD 88
 KX0577
 KX0577  VERT ORDER  -  SECOND    CLASS 0
 KX0577
 KX0577.The horizontal coordinates were scaled from a topographic map and have
 KX0577.an estimated accuracy of +/- 6 seconds.
 KX0577
 KX0577.The orthometric height was determined by differential leveling
 KX0577.and adjusted by the National Geodetic Survey in June 1991..
 KX0577
 KX0577.The geoid height was determined by GEOID03.
 KX0577
 KX0577.The dynamic height is computed by dividing the NAVD 88
 KX0577.geopotential number by the normal gravity value computed on the
 KX0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0577.degrees latitude (g = 980.6199 gals.).
 KX0577
 KX0577.The modeled gravity was interpolated from observed gravity values.
 KX0577
 KX0577;                    North         East    Units  Estimated Accuracy
 KX0577;SPC PA S     -   101,620.      506,570.      MT  (+/- 180 meters Scaled)
 KX0577
 KX0577                          SUPERSEDED SURVEY CONTROL
 KX0577
 KX0577  NGVD 29 (??/??/92)  511.517  (m)         1678.20   (f) ADJ UNCH    2 0
 KX0577
 KX0577.Superseded values are not recommended for survey control.
 KX0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0577.See file dsdata.txt to determine how the superseded data were derived.
 KX0577
 KX0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE830569(NAD 83)
 KX0577_MARKER: DD = SURVEY DISK
 KX0577_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0577_SP_SET: BANNISTER OF VIADUCT
 KX0577_STAMPING: 20 DOP 1678 1962
 KX0577_MARK LOGO: USGS  
 KX0577_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX0577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0577
 KX0577  HISTORY     - Date     Condition        Report By
 KX0577  HISTORY     - 1962     MONUMENTED       USGS
 KX0577  HISTORY     - 1967     GOOD             NGS
 KX0577  HISTORY     - 20030101 GOOD             NGS
 KX0577
 KX0577                          STATION DESCRIPTION
 KX0577
 KX0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0577'AT PAINT.
 KX0577'AT PAINT, SET IN THE TOP OF THE EAST END OF SOUTH BANNISTER
 KX0577'OF VIADUCT AT THE JUNCTION OF STATE HIGHWAYS 601 AND 56, 24
 KX0577'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 601, 1.0 FOOT
 KX0577'WEST OF THE EAST END OF BANNISTER, AND IS ABOUT 2 FEET ABOVE
 KX0577'THE LEVEL OF STATE HIGHWAY 601.
 KX0577
 KX0577                          STATION RECOVERY (2003)
 KX0577
 KX0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JY)
 KX0577'MARK WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3388 ***********************************************************************
 KV3388  DESIGNATION -  20
 KV3388  PID         -  KV3388
 KV3388  STATE/COUNTY-  PA/BERKS
 KV3388  USGS QUAD   -  FLEETWOOD (1980)
 KV3388
 KV3388                         *CURRENT SURVEY CONTROL
 KV3388  ___________________________________________________________________
 KV3388* NAD 83(1986)-  40 27 45.     (N)    075 48 33.     (W)     SCALED    
 KV3388* NAVD 88     -       123.464  (meters)     405.06   (feet)  ADJUSTED  
 KV3388  ___________________________________________________________________
 KV3388  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 KV3388  DYNAMIC HT  -         123.400 (meters)     404.85  (feet)  COMP
 KV3388  MODELED GRAV-     980,103.6   (mgal)                       NAVD 88
 KV3388
 KV3388  VERT ORDER  -  FIRST     CLASS II
 KV3388
 KV3388.The horizontal coordinates were scaled from a topographic map and have
 KV3388.an estimated accuracy of +/- 6 seconds.
 KV3388
 KV3388.The orthometric height was determined by differential leveling
 KV3388.and adjusted by the National Geodetic Survey in June 1991..
 KV3388
 KV3388.The geoid height was determined by GEOID03.
 KV3388
 KV3388.The dynamic height is computed by dividing the NAVD 88
 KV3388.geopotential number by the normal gravity value computed on the
 KV3388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3388.degrees latitude (g = 980.6199 gals.).
 KV3388
 KV3388.The modeled gravity was interpolated from observed gravity values.
 KV3388
 KV3388;                    North         East    Units  Estimated Accuracy
 KV3388;SPC PA S     -   127,190.      764,590.      MT  (+/- 180 meters Scaled)
 KV3388
 KV3388                          SUPERSEDED SURVEY CONTROL
 KV3388
 KV3388.No superseded survey control is available for this station.
 KV3388
 KV3388_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK313794(NAD 83)
 KV3388_MARKER: DD = SURVEY DISK
 KV3388_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV3388_SP_SET: ABUTMENT
 KV3388_STAMPING: 20
 KV3388_MARK LOGO: PADH  
 KV3388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3388+STABILITY: SURFACE MOTION
 KV3388_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3388+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2005
 KV3388
 KV3388  HISTORY     - Date     Condition        Report By
 KV3388  HISTORY     - UNK      MONUMENTED       PADH
 KV3388  HISTORY     - 1979     GOOD             NGS
 KV3388  HISTORY     - 20010331 GOOD             NGS
 KV3388  HISTORY     - 20011216 MARK NOT FOUND   USPSQD
 KV3388  HISTORY     - 20031229 GOOD             USPSQD
 KV3388  HISTORY     - 20050426 GOOD             GEOCAC
 KV3388
 KV3388                          STATION DESCRIPTION
 KV3388
 KV3388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3388'IN FLEETWOOD.
 KV3388'IN FLEETWOOD, 0.8 MILE NORTHEAST ALONG MAIN STREET FROM THE JUNCTION
 KV3388'OF STATE ROUTE 662 SOUTH, AT THE SOUTHEAST END IN TOP OF THE SOUTH
 KV3388'WINGWALL OF A BRIDGE OVER A CREEK, 23 FEET SOUTHEAST OF THE CENTERLINE
 KV3388'OF THE ROAD, 2 FEET EAST OF THE NORTHEAST END OF A METAL GUARD RAIL,
 KV3388'1 FOOT SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE.
 KV3388'THE MARK IS 1 FT BELOW ROAD.
 KV3388
 KV3388                          STATION RECOVERY (2001)
 KV3388
 KV3388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV3388'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV3388
 KV3388                          STATION RECOVERY (2001)
 KV3388
 KV3388'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV3388'MARK NOT FOUND.
 KV3388
 KV3388                          STATION RECOVERY (2003)
 KV3388
 KV3388'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEQ)
 KV3388'RECOVERED IN GOOD CONDITION.
 KV3388
 KV3388                          STATION RECOVERY (2005)
 KV3388
 KV3388'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KV3388'40 27 46.7 (N) 075 48 34.1 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1698 ***********************************************************************
 KX1698  DESIGNATION -  20
 KX1698  PID         -  KX1698
 KX1698  STATE/COUNTY-  PA/CLARION
 KX1698  USGS QUAD   -  DISTANT (1993)
 KX1698
 KX1698                         *CURRENT SURVEY CONTROL
 KX1698  ___________________________________________________________________
 KX1698* NAD 83(1986)-  40 59 53.     (N)    079 22 04.     (W)     SCALED    
 KX1698* NAVD 88     -       322.473  (meters)    1057.98   (feet)  ADJUSTED  
 KX1698  ___________________________________________________________________
 KX1698  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KX1698  DYNAMIC HT  -         322.317 (meters)    1057.47  (feet)  COMP
 KX1698  MODELED GRAV-     980,131.7   (mgal)                       NAVD 88
 KX1698
 KX1698  VERT ORDER  -  SECOND    CLASS 0
 KX1698
 KX1698.The horizontal coordinates were scaled from a topographic map and have
 KX1698.an estimated accuracy of +/- 6 seconds.
 KX1698
 KX1698.The orthometric height was determined by differential leveling
 KX1698.and adjusted by the National Geodetic Survey in June 1991..
 KX1698
 KX1698.The geoid height was determined by GEOID03.
 KX1698
 KX1698.The dynamic height is computed by dividing the NAVD 88
 KX1698.geopotential number by the normal gravity value computed on the
 KX1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1698.degrees latitude (g = 980.6199 gals.).
 KX1698
 KX1698.The modeled gravity was interpolated from observed gravity values.
 KX1698
 KX1698;                    North         East    Units  Estimated Accuracy
 KX1698;SPC PA N     -    93,600.      463,890.      MT  (+/- 180 meters Scaled)
 KX1698
 KX1698                          SUPERSEDED SURVEY CONTROL
 KX1698
 KX1698  NGVD 29 (??/??/92)  322.64   (m)         1058.5    (f) COMPUTED    2 0
 KX1698
 KX1698.Superseded values are not recommended for survey control.
 KX1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1698.See file dsdata.txt to determine how the superseded data were derived.
 KX1698
 KX1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF372398(NAD 83)
 KX1698_MARKER: Q = CHISELED SQUARE
 KX1698_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1698_SP_SET: WALL
 KX1698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1698
 KX1698  HISTORY     - Date     Condition        Report By
 KX1698  HISTORY     - UNK      MONUMENTED       PRR
 KX1698  HISTORY     - 1935     GOOD             NGS
 KX1698
 KX1698                          STATION DESCRIPTION
 KX1698
 KX1698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX1698'2.6 MI W FROM NEW BETHLEHEM.
 KX1698'ABOUT 2.6 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1698'STATION AT NEW BETHLEHEM, CLARION COUNTY, ABOUT 0.1 MILE WEST OF
 KX1698'MILEPOST 18, ON THE TOP OF A RETAINING WALL COPING, 27 FEET EAST
 KX1698'OF THE CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE
 KX1698'TOP OF THE RAIL.  A CHISELED SQUARE, MARKED B.M. 20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1350 ***********************************************************************
 KW1350  DESIGNATION -  20 PRR
 KW1350  PID         -  KW1350
 KW1350  STATE/COUNTY-  PA/DAUPHIN
 KW1350  USGS QUAD   -  MILLERSBURG (1969)
 KW1350
 KW1350                         *CURRENT SURVEY CONTROL
 KW1350  ___________________________________________________________________
 KW1350* NAD 83(1986)-  40 31 11.     (N)    076 58 19.     (W)     SCALED    
 KW1350* NAVD 88     -       120.198  (meters)     394.35   (feet)  ADJUSTED  
 KW1350  ___________________________________________________________________
 KW1350  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KW1350  DYNAMIC HT  -         120.140 (meters)     394.16  (feet)  COMP
 KW1350  MODELED GRAV-     980,144.9   (mgal)                       NAVD 88
 KW1350
 KW1350  VERT ORDER  -  FIRST     CLASS II
 KW1350
 KW1350.The horizontal coordinates were scaled from a topographic map and have
 KW1350.an estimated accuracy of +/- 6 seconds.
 KW1350
 KW1350.The orthometric height was determined by differential leveling
 KW1350.and adjusted by the National Geodetic Survey in June 1991..
 KW1350
 KW1350.The geoid height was determined by GEOID03.
 KW1350
 KW1350.The dynamic height is computed by dividing the NAVD 88
 KW1350.geopotential number by the normal gravity value computed on the
 KW1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1350.degrees latitude (g = 980.6199 gals.).
 KW1350
 KW1350.The modeled gravity was interpolated from observed gravity values.
 KW1350
 KW1350;                    North         East    Units  Estimated Accuracy
 KW1350;SPC PA S     -   132,020.      665,930.      MT  (+/- 180 meters Scaled)
 KW1350
 KW1350                          SUPERSEDED SURVEY CONTROL
 KW1350
 KW1350  NGVD 29 (??/??/??)  120.421  (m)          395.08   (f) ADJUSTED    1 2
 KW1350
 KW1350.Superseded values are not recommended for survey control.
 KW1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1350.See file dsdata.txt to determine how the superseded data were derived.
 KW1350
 KW1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK329873(NAD 83)
 KW1350_MARKER: Q = CHISELED SQUARE
 KW1350_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 KW1350_SP_SET: UNSPECIFIED ROCK
 KW1350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1350
 KW1350  HISTORY     - Date     Condition        Report By
 KW1350  HISTORY     - UNK      MONUMENTED       PRR
 KW1350  HISTORY     - 1941     GOOD             CGS
 KW1350  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW1350  HISTORY     - 20050709 MARK NOT FOUND   GEOCAC
 KW1350
 KW1350                          STATION DESCRIPTION
 KW1350
 KW1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1350'1.5 MI S FROM MILLERSBURG.
 KW1350'1.5 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KW1350'AT MILLERSBURG, DAUPHIN COUNTY, 1,142 FEET SOUTH OF MILEPOST 111,
 KW1350'232 FEET SOUTH OF THE CENTER OF A CATCH BASIN AROUND THE EAST
 KW1350'END OF A RAILROAD CULVERT, AT THE SOUTH END OF A STONE RETAINING
 KW1350'WALL EAST OF THE TRACKS, ON A SHELF AT THE SECOND COURSE OF
 KW1350'STONE ABOVE GROUND AND THE MOST SOUTHERLY STONE IN THE COURSE,
 KW1350'AND 9 FEET EAST OF THE EAST RAIL OF THE EAST TRACK.
 KW1350
 KW1350                          STATION RECOVERY (1989)
 KW1350
 KW1350'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1350'MARK NOT FOUND.
 KW1350
 KW1350                          STATION RECOVERY (2005)
 KW1350
 KW1350'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW1350'RETAINING WALL HAS BEEN REMOVED. AN UNDERGROUND CABLE IS BURIED IN THE
 KW1350'AREA OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1659 ***********************************************************************
 KW1659  DESIGNATION -  20 PRR
 KW1659  PID         -  KW1659
 KW1659  STATE/COUNTY-  PA/SNYDER
 KW1659  USGS QUAD   -  BEAVERTOWN (1973)
 KW1659
 KW1659                         *CURRENT SURVEY CONTROL
 KW1659  ___________________________________________________________________
 KW1659* NAD 83(1986)-  40 45 07.     (N)    077 10 09.     (W)     SCALED    
 KW1659* NAVD 88     -       198.534  (meters)     651.36   (feet)  ADJUSTED  
 KW1659  ___________________________________________________________________
 KW1659  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KW1659  DYNAMIC HT  -         198.441 (meters)     651.05  (feet)  COMP
 KW1659  MODELED GRAV-     980,149.5   (mgal)                       NAVD 88
 KW1659
 KW1659  VERT ORDER  -  SECOND    CLASS 0
 KW1659
 KW1659.The horizontal coordinates were scaled from a topographic map and have
 KW1659.an estimated accuracy of +/- 6 seconds.
 KW1659
 KW1659.The orthometric height was determined by differential leveling
 KW1659.and adjusted by the National Geodetic Survey in June 1991..
 KW1659
 KW1659.The geoid height was determined by GEOID03.
 KW1659
 KW1659.The dynamic height is computed by dividing the NAVD 88
 KW1659.geopotential number by the normal gravity value computed on the
 KW1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1659.degrees latitude (g = 980.6199 gals.).
 KW1659
 KW1659.The modeled gravity was interpolated from observed gravity values.
 KW1659
 KW1659;                    North         East    Units  Estimated Accuracy
 KW1659;SPC PA S     -   157,680.      649,050.      MT  (+/- 180 meters Scaled)
 KW1659
 KW1659                          SUPERSEDED SURVEY CONTROL
 KW1659
 KW1659  NGVD 29 (??/??/??)  198.763  (m)          652.11   (f) ADJUSTED    2 0
 KW1659
 KW1659.Superseded values are not recommended for survey control.
 KW1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1659.See file dsdata.txt to determine how the superseded data were derived.
 KW1659
 KW1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL168134(NAD 83)
 KW1659_MARKER: Z = SEE DESCRIPTION
 KW1659_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1659_SP_SET: FOUNDATION
 KW1659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1659
 KW1659  HISTORY     - Date     Condition        Report By
 KW1659  HISTORY     - UNK      MONUMENTED       PRR
 KW1659  HISTORY     - 1934     GOOD             CGS
 KW1659  HISTORY     - 1966     GOOD             USGS
 KW1659
 KW1659                          STATION DESCRIPTION
 KW1659
 KW1659'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1659'AT BEAVERTOWN.
 KW1659'AT BEAVERTOWN, 60 FEET SOUTHEAST OF THE PENNSYLVANIA RAILROAD
 KW1659'STATION, AT THE L.E. SPECHT HOUSE, ON THE TOP OF THE NORTH
 KW1659'FOUNDATION, 36 FEET SOUTH OF THE SOUTH RAIL, AND 7 FEET EAST OF
 KW1659'THE NORTHWEST CORNER OF THE HOUSE.  A CHISELED SHELF.
 KW1659
 KW1659                          STATION RECOVERY (1966)
 KW1659
 KW1659'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KW1659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0133 ***********************************************************************
 KX0133  DESIGNATION -  20 RESET
 KX0133  PID         -  KX0133
 KX0133  STATE/COUNTY-  PA/CLEARFIELD
 KX0133  USGS QUAD   -  PHILIPSBURG (1994)
 KX0133
 KX0133                         *CURRENT SURVEY CONTROL
 KX0133  ___________________________________________________________________
 KX0133* NAD 83(1992)-  40 53 40.43038(N)    078 13 27.70822(W)     ADJUSTED  
 KX0133* NAVD 88     -       435.570  (meters)    1429.03   (feet)  ADJUSTED  
 KX0133  ___________________________________________________________________
 KX0133  X           -     985,413.422 (meters)                     COMP
 KX0133  Y           -  -4,726,948.350 (meters)                     COMP
 KX0133  Z           -   4,153,842.997 (meters)                     COMP
 KX0133  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 KX0133  ELLIP HEIGHT-         402.85  (meters)          (06/21/02) GPS OBS
 KX0133  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KX0133  DYNAMIC HT  -         435.349 (meters)    1428.31  (feet)  COMP
 KX0133  MODELED GRAV-     980,105.2   (mgal)                       NAVD 88
 KX0133
 KX0133  HORZ ORDER  -  THIRD
 KX0133  VERT ORDER  -  FIRST     CLASS I
 KX0133  ELLP ORDER  -  FOURTH    CLASS I
 KX0133
 KX0133.The horizontal coordinates were established by GPS observations
 KX0133.and adjusted by the National Geodetic Survey in June 2002..
 KX0133
 KX0133.The orthometric height was determined by differential leveling
 KX0133.and adjusted by the National Geodetic Survey in June 1991..
 KX0133
 KX0133.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KX0133
 KX0133.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX0133
 KX0133.The ellipsoidal height was determined by GPS observations
 KX0133.and is referenced to NAD 83.
 KX0133
 KX0133.The geoid height was determined by GEOID03.
 KX0133
 KX0133.The dynamic height is computed by dividing the NAVD 88
 KX0133.geopotential number by the normal gravity value computed on the
 KX0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0133.degrees latitude (g = 980.6199 gals.).
 KX0133
 KX0133.The modeled gravity was interpolated from observed gravity values.
 KX0133
 KX0133;                    North         East     Units Scale Factor Converg.
 KX0133;SPC PA N     -    80,945.365   560,026.088   MT  0.99999821   -0 18 49.7
 KX0133;SPC PA N     -   265,568.25  1,837,352.26   sFT  0.99999821   -0 18 49.7
 KX0133;UTM  17      - 4,530,762.116   733,820.115   MT  1.00027296   +1 49 04.6
 KX0133
 KX0133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX0133!SPC PA N     -   0.99993681  x   0.99999821  =   0.99993502
 KX0133!UTM  17      -   0.99993681  x   1.00027296  =   1.00020975
 KX0133
 KX0133                          SUPERSEDED SURVEY CONTROL
 KX0133
 KX0133  NAD 83(1986)-  40 53 40.43349(N)    078 13 27.70446(W) AD(       ) 3
 KX0133  NGVD 29 (??/??/92)  435.725  (m)         1429.54   (f) ADJ UNCH    1 1
 KX0133
 KX0133.Superseded values are not recommended for survey control.
 KX0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0133.See file dsdata.txt to determine how the superseded data were derived.
 KX0133
 KX0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF3382030762(NAD 83)
 KX0133_MARKER: DD = SURVEY DISK
 KX0133_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KX0133_SP_SET: BRIDGE ABUTMENT
 KX0133_STAMPING: 20 RESET 1940
 KX0133_MARK LOGO: USGS  
 KX0133_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX0133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX0133+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2002
 KX0133
 KX0133  HISTORY     - Date     Condition        Report By
 KX0133  HISTORY     - 19400101 MONUMENTED       USGS
 KX0133  HISTORY     - 1966     GOOD             NGS
 KX0133  HISTORY     - 19880912 GOOD             NGS
 KX0133  HISTORY     - 19981103 GOOD             PADT
 KX0133  HISTORY     - 20010716 GOOD             PADT
 KX0133  HISTORY     - 20020306 GOOD             NGS
 KX0133
 KX0133                          STATION DESCRIPTION
 KX0133
 KX0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0133'0.3 MI SE FROM PHILIPSBURG.
 KX0133'ABOUT 0.2 MILE SOUTHEAST ALONG THE CLEARFIELD BRANCH OF THE
 KX0133'PENNSYLVANIA RAILROAD FROM THE FREIGHT STATION AT PHILIPSBURG,
 KX0133'THENCE 0.1 MILE SOUTHWEST ALONG PRESQUE ISLE STREET, 16 1/2 FEET
 KX0133'SOUTHEAST OF THE CENTER LINE OF THE STREET, SET IN THE TOP OF
 KX0133'THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF THE BRIDGE OVER
 KX0133'MOSHANNON CREEK, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREET.
 KX0133
 KX0133                          STATION RECOVERY (1988)
 KX0133
 KX0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KX0133'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 KX0133'FOLLOWS.
 KX0133'THE STATION IS LOCATED ABOUT 9.5 KM (5.90 MI) NORTH OF SANDY RIDGE,
 KX0133'8.9 KM (5.55 MI) SOUTHEAST OF WALLACEBURG, AND 0.4 KM (0.25 MI)
 KX0133'SOUTHWEST OF PHILLIPSBURG.
 KX0133'OWNERSHIP--TOWN OF PHILLIPSBURG.
 KX0133'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 53 AND PRESQUE
 KX0133'ISLE STREET IN PHILLIPSBURG, GO SOUTHWEST ON PRESQUE ISLE STREET FOR
 KX0133'0.2 KM (0.10 MI) TO A BRIDGE SPANNING THE MOSHANNON CREEK, IN THE
 KX0133'SOUTHEAST END OF THE SOUTH ABUTMENT OF THE BRIDGE.
 KX0133'THE STATION IS A STANDARD USGS DISK SET IN THE TOP OF A CONCRETE
 KX0133'ABUTMENT THAT IS FLUSH WITH THE GROUND.  IT IS LOCATED 9.5 M
 KX0133'(31.2 FT) NORTHEAST OF THE CENTER OF A DRIVEWAY, 5.2 M (17.1 FT)
 KX0133'SOUTHEAST OF THE CENTER OF PRESQUE ISLE STREET, AND 0.15 M (0.5 FT)
 KX0133'NORTHWEST OF THE SOUTHEAST END OF THE ABUTMENT.
 KX0133'DESCRIBED BY E.J. HANSMANN, TYPED BY G.A. MEANS.
 KX0133
 KX0133                          STATION RECOVERY (1998)
 KX0133
 KX0133'RECOVERY NOTE BY PA DEPT OF TRANSP 1998 (SMM)
 KX0133'RECOVERED IN GOOD CONDITION.
 KX0133
 KX0133                          STATION RECOVERY (2001)
 KX0133
 KX0133'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (MBJ)
 KX0133'RECOVERED IN GOOD CONDITION.
 KX0133
 KX0133                          STATION RECOVERY (2002)
 KX0133
 KX0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 KX0133'0.25 MI SOUTHWESTERLY ALONG PRESQUEISLE STREET FROM THE PHILIPSBURG
 KX0133'BOROUGH OFFICE BUILDING AT 4 NORTH CENTRE STREET IN PHILIPSBURG, SET
 KX0133'IN TOP OF THE
 KX0133'SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF A BRIDGE SPANNING MOSHANNON
 KX0133'CREEK,
 KX0133'17.1 FT SOUTHEAST OF THE CENTER OF THE STREET,  0.5 FT NORTHWEST OF
 KX0133'THE SOUTHEAST END
 KX0133'OF THE ABUTMENT,  AND LEVEL WITH THE ROAD SURFACE.  NOTE--THE MARK IS
 KX0133'ON THE STREET
 KX0133'RIGHT-OF-WAY.
 KX0133' 
 KX0133'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0436 ***********************************************************************
 JW0436  DESIGNATION -  201
 JW0436  PID         -  JW0436
 JW0436  STATE/COUNTY-  PA/BEDFORD
 JW0436  USGS QUAD   -  HYNDMAN (1977)
 JW0436
 JW0436                         *CURRENT SURVEY CONTROL
 JW0436  ___________________________________________________________________
 JW0436* NAD 83(1986)-  39 49 28.     (N)    078 43 15.     (W)     SCALED    
 JW0436* NAVD 88     -       292.378  (meters)     959.24   (feet)  ADJUSTED  
 JW0436  ___________________________________________________________________
 JW0436  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 JW0436  DYNAMIC HT  -         292.202 (meters)     958.67  (feet)  COMP
 JW0436  MODELED GRAV-     980,017.5   (mgal)                       NAVD 88
 JW0436
 JW0436  VERT ORDER  -  FIRST     CLASS II
 JW0436
 JW0436.The horizontal coordinates were scaled from a topographic map and have
 JW0436.an estimated accuracy of +/- 6 seconds.
 JW0436
 JW0436.The orthometric height was determined by differential leveling
 JW0436.and adjusted by the National Geodetic Survey in June 1991..
 JW0436
 JW0436.The geoid height was determined by GEOID03.
 JW0436
 JW0436.The dynamic height is computed by dividing the NAVD 88
 JW0436.geopotential number by the normal gravity value computed on the
 JW0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0436.degrees latitude (g = 980.6199 gals.).
 JW0436
 JW0436.The modeled gravity was interpolated from observed gravity values.
 JW0436
 JW0436;                    North         East    Units  Estimated Accuracy
 JW0436;SPC PA S     -    54,990.      516,890.      MT  (+/- 180 meters Scaled)
 JW0436
 JW0436                          SUPERSEDED SURVEY CONTROL
 JW0436
 JW0436  NGVD 29 (??/??/92)  292.548  (m)          959.80   (f) ADJ UNCH    1 2
 JW0436
 JW0436.Superseded values are not recommended for survey control.
 JW0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0436.See file dsdata.txt to determine how the superseded data were derived.
 JW0436
 JW0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE950107(NAD 83)
 JW0436_MARKER: Q = CHISELED SQUARE
 JW0436_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0436_SP_SET: BRIDGE
 JW0436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0436
 JW0436  HISTORY     - Date     Condition        Report By
 JW0436  HISTORY     - UNK      MONUMENTED       DOD
 JW0436  HISTORY     - 1941     GOOD             NGS
 JW0436
 JW0436                          STATION DESCRIPTION
 JW0436
 JW0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JW0436'0.4 MI N FROM HYNDMAN.
 JW0436'0.4 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE STATION
 JW0436'AT HYNDMAN, BEDFORD COUNTY, AT THE SOUTHEAST ABUTMENT OF BRIDGE
 JW0436'NO. 10, ON THE EXTREME SOUTHEAST CORNER OF THE SOUTHWEST CONCRETE
 JW0436'WINGWALL, AND 15 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTH
 JW0436'BOUND TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0505 ***********************************************************************
 KX0505  DESIGNATION -  2016
 KX0505  PID         -  KX0505
 KX0505  STATE/COUNTY-  PA/SOMERSET
 KX0505  USGS QUAD   -  STOYSTOWN (1994)
 KX0505
 KX0505                         *CURRENT SURVEY CONTROL
 KX0505  ___________________________________________________________________
 KX0505* NAD 83(1986)-  40 03 10.     (N)    078 57 50.     (W)     SCALED    
 KX0505* NAVD 88     -       614.212  (meters)    2015.13   (feet)  ADJUSTED  
 KX0505  ___________________________________________________________________
 KX0505  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KX0505  DYNAMIC HT  -         613.844 (meters)    2013.92  (feet)  COMP
 KX0505  MODELED GRAV-     980,005.1   (mgal)                       NAVD 88
 KX0505
 KX0505  VERT ORDER  -  SECOND    CLASS 0
 KX0505
 KX0505.The horizontal coordinates were scaled from a topographic map and have
 KX0505.an estimated accuracy of +/- 6 seconds.
 KX0505
 KX0505.The orthometric height was determined by differential leveling
 KX0505.and adjusted by the National Geodetic Survey in June 1991..
 KX0505
 KX0505.The geoid height was determined by GEOID03.
 KX0505
 KX0505.The dynamic height is computed by dividing the NAVD 88
 KX0505.geopotential number by the normal gravity value computed on the
 KX0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0505.degrees latitude (g = 980.6199 gals.).
 KX0505
 KX0505.The modeled gravity was interpolated from observed gravity values.
 KX0505
 KX0505;                    North         East    Units  Estimated Accuracy
 KX0505;SPC PA S     -    80,600.      496,430.      MT  (+/- 180 meters Scaled)
 KX0505
 KX0505                          SUPERSEDED SURVEY CONTROL
 KX0505
 KX0505  NGVD 29 (??/??/92)  614.32   (m)         2015.5    (f) COMPUTED    2 0
 KX0505
 KX0505.Superseded values are not recommended for survey control.
 KX0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0505.See file dsdata.txt to determine how the superseded data were derived.
 KX0505
 KX0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE736356(NAD 83)
 KX0505_MARKER: DD = SURVEY DISK
 KX0505_SETTING: 66 = SET IN ROCK OUTCROP
 KX0505_SP_SET: ROCK OUTCROP
 KX0505_STAMPING: 2016 1908
 KX0505_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX0505+STABILITY: POSITION/ELEVATION WELL
 KX0505
 KX0505  HISTORY     - Date     Condition        Report By
 KX0505  HISTORY     - 1908     MONUMENTED       USGS
 KX0505  HISTORY     - 1935     GOOD             NGS
 KX0505
 KX0505                          STATION DESCRIPTION
 KX0505
 KX0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0505'AT COLEMAN.
 KX0505'AT COLEMAN, SOMERSET COUNTY, ABOUT 60 FEET SOUTH OF THE BALTIMORE
 KX0505'AND OHIO RAILROAD STATION SIGNBOARD, ABOUT 75 FEET EAST OF THE
 KX0505'NORTHEAST CORNER OF THE H.M. PILE STORE AND POST OFFICE, 6 FEET
 KX0505'SOUTHWEST OF THE SOUTHWEST CORNER OF THE R.M. PILE PROPERTY, AND
 KX0505'IN THE TOP OF A ROCK OUTCROP.  A UNITED STATES GEOLOGICAL SURVEY
 KX0505'STANDARD DISK, STAMPED 2016 1908.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0437 ***********************************************************************
 JW0437  DESIGNATION -  202
 JW0437  PID         -  JW0437
 JW0437  STATE/COUNTY-  PA/BEDFORD
 JW0437  USGS QUAD   -  HYNDMAN (1977)
 JW0437
 JW0437                         *CURRENT SURVEY CONTROL
 JW0437  ___________________________________________________________________
 JW0437* NAD 83(1986)-  39 49 47.     (N)    078 43 44.     (W)     SCALED    
 JW0437* NAVD 88     -       306.892  (meters)    1006.86   (feet)  ADJUSTED  
 JW0437  ___________________________________________________________________
 JW0437  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 JW0437  DYNAMIC HT  -         306.706 (meters)    1006.25  (feet)  COMP
 JW0437  MODELED GRAV-     980,014.1   (mgal)                       NAVD 88
 JW0437
 JW0437  VERT ORDER  -  FIRST     CLASS II
 JW0437
 JW0437.The horizontal coordinates were scaled from a topographic map and have
 JW0437.an estimated accuracy of +/- 6 seconds.
 JW0437
 JW0437.The orthometric height was determined by differential leveling
 JW0437.and adjusted by the National Geodetic Survey in June 1991..
 JW0437
 JW0437.The geoid height was determined by GEOID03.
 JW0437
 JW0437.The dynamic height is computed by dividing the NAVD 88
 JW0437.geopotential number by the normal gravity value computed on the
 JW0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0437.degrees latitude (g = 980.6199 gals.).
 JW0437
 JW0437.The modeled gravity was interpolated from observed gravity values.
 JW0437
 JW0437;                    North         East    Units  Estimated Accuracy
 JW0437;SPC PA S     -    55,580.      516,200.      MT  (+/- 180 meters Scaled)
 JW0437
 JW0437                          SUPERSEDED SURVEY CONTROL
 JW0437
 JW0437  NGVD 29 (??/??/92)  307.058  (m)         1007.41   (f) ADJ UNCH    1 2
 JW0437
 JW0437.Superseded values are not recommended for survey control.
 JW0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0437.See file dsdata.txt to determine how the superseded data were derived.
 JW0437
 JW0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE943113(NAD 83)
 JW0437_MARKER: Q = CHISELED SQUARE
 JW0437_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0437_SP_SET: SIGNAL BASE
 JW0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0437
 JW0437  HISTORY     - Date     Condition        Report By
 JW0437  HISTORY     - UNK      MONUMENTED       DOD
 JW0437  HISTORY     - 1941     GOOD             NGS
 JW0437
 JW0437                          STATION DESCRIPTION
 JW0437
 JW0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JW0437'0.9 MI NW FROM HYNDMAN.
 JW0437'0.9 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0437'STATION AT HYNDMAN, BEDFORD COUNTY, 10 RAILS SOUTH OF A SWITCH
 JW0437'TARGET STAND, 84 FEET SOUTH OF A RED SIGNAL HOUSE, 12 FEET EAST
 JW0437'OF THE EAST RAIL OF THE SIDING, AND ON THE SOUTHWEST CORNER OF
 JW0437'A BLOCK SIGNAL BASE.  A CHISELED SQUARE, MARKED BY THE WHITE
 JW0437'PAINTED LETTERS BM 202.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1151 ***********************************************************************
 KX1151  DESIGNATION -  2021
 KX1151  PID         -  KX1151
 KX1151  STATE/COUNTY-  PA/SOMERSET
 KX1151  USGS QUAD   -  BAKERSVILLE (1977)
 KX1151
 KX1151                         *CURRENT SURVEY CONTROL
 KX1151  ___________________________________________________________________
 KX1151* NAD 83(1986)-  40 02 24.     (N)    079 12 55.     (W)     SCALED    
 KX1151* NAVD 88     -       615.956  (meters)    2020.85   (feet)  ADJUSTED  
 KX1151  ___________________________________________________________________
 KX1151  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 KX1151  DYNAMIC HT  -         615.589 (meters)    2019.64  (feet)  COMP
 KX1151  MODELED GRAV-     980,009.0   (mgal)                       NAVD 88
 KX1151
 KX1151  VERT ORDER  -  SECOND    CLASS 0
 KX1151
 KX1151.The horizontal coordinates were scaled from a topographic map and have
 KX1151.an estimated accuracy of +/- 6 seconds.
 KX1151
 KX1151.The orthometric height was determined by differential leveling
 KX1151.and adjusted by the National Geodetic Survey in June 1991..
 KX1151
 KX1151.The geoid height was determined by GEOID03.
 KX1151
 KX1151.The dynamic height is computed by dividing the NAVD 88
 KX1151.geopotential number by the normal gravity value computed on the
 KX1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1151.degrees latitude (g = 980.6199 gals.).
 KX1151
 KX1151.The modeled gravity was interpolated from observed gravity values.
 KX1151
 KX1151;                    North         East    Units  Estimated Accuracy
 KX1151;SPC PA S     -    79,500.      474,960.      MT  (+/- 180 meters Scaled)
 KX1151
 KX1151                          SUPERSEDED SURVEY CONTROL
 KX1151
 KX1151  NGVD 29 (??/??/92)  616.081  (m)         2021.26   (f) ADJ UNCH    2 0
 KX1151
 KX1151.Superseded values are not recommended for survey control.
 KX1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1151.See file dsdata.txt to determine how the superseded data were derived.
 KX1151
 KX1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE522337(NAD 83)
 KX1151_MARKER: DD = SURVEY DISK
 KX1151_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1151_SP_SET: ABUTMENT
 KX1151_STAMPING: 2021
 KX1151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1151
 KX1151  HISTORY     - Date     Condition        Report By
 KX1151  HISTORY     - UNK      MONUMENTED       CGS
 KX1151  HISTORY     - 1954     GOOD             NGS
 KX1151
 KX1151                          STATION DESCRIPTION
 KX1151
 KX1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KX1151'8 MI W FROM SOMERSET.
 KX1151'7.65 MILES WEST ALONG STATE HIGHWAY 31 FROM THE SQUARE AT
 KX1151'SOMERSET THENCE 0.35 MILE NORTHWEST ALONG THE ABANDONED ROUTE OF
 KX1151'HIGHWAY 31, 0.2 MILE SOUTH OF MT. ZION LUTHERAN CHURCH AT
 KX1151'BAKERSVILLE, IN TOP OF WEST END OF EAST WING WALL OF SOUTHEAST
 KX1151'ABUTMENT OF CONCRETE BRIDGE OVER KOOSER RUN, 13 1/2 FEET
 KX1151'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTHEAST OF
 KX1151'NORTHEAST FACE OF RAILING, AND ABOUT 1 FOOT BELOW THE LEVEL OF
 KX1151'THE ROADWAY.  THIS DISK IS SET AT A SLOPE OF ABOUT 30 DEGREES
 KX1151'WITH THE HORIZONTAL.  THERE IS A DEEP STRAIGHT GROVE THRU THE
 KX1151'CENTER OF THE DISK AND THIS GROVE IS ALSO SLOPING SO THAT THERE
 KX1151'IS NO CONVENIENT WAY TO LEVEL TO THE CENTER OF THE DISK.  A ROD
 KX1151'CAN CONVENIENTLY BE HELD ON THE UPPER EDGE OF A RAISED CIRCLE IN
 KX1151'THE DISK AND THIS IS THE POINT LEVELED TO BY THIS PARTY.  THE
 KX1151'RAISED CIRCLE REFERRED TO IS ABOUT 1 1/2 INCHES IN DIAMETER.
 KX1151'STAMPED BY THIS PARTY IN 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0400 ***********************************************************************
 KY0400  DESIGNATION -  2029
 KY0400  PID         -  KY0400
 KY0400  STATE/COUNTY-  PA/ALLEGHENY
 KY0400  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0400
 KY0400                         *CURRENT SURVEY CONTROL
 KY0400  ___________________________________________________________________
 KY0400* NAD 83(1986)-  40 26 28.     (N)    080 00 25.     (W)     SCALED    
 KY0400* NAVD 88     -       222.335  (meters)     729.44   (feet)  ADJUSTED  
 KY0400  ___________________________________________________________________
 KY0400  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KY0400  DYNAMIC HT  -         222.220 (meters)     729.07  (feet)  COMP
 KY0400  MODELED GRAV-     980,104.4   (mgal)                       NAVD 88
 KY0400
 KY0400  VERT ORDER  -  FIRST     CLASS II
 KY0400
 KY0400.The horizontal coordinates were scaled from a topographic map and have
 KY0400.an estimated accuracy of +/- 6 seconds.
 KY0400
 KY0400.The orthometric height was determined by differential leveling
 KY0400.and adjusted by the National Geodetic Survey in June 1991..
 KY0400
 KY0400.The geoid height was determined by GEOID03.
 KY0400
 KY0400.The dynamic height is computed by dividing the NAVD 88
 KY0400.geopotential number by the normal gravity value computed on the
 KY0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0400.degrees latitude (g = 980.6199 gals.).
 KY0400
 KY0400.The modeled gravity was interpolated from observed gravity values.
 KY0400
 KY0400;                    North         East    Units  Estimated Accuracy
 KY0400;SPC PA S     -   125,450.      408,550.      MT  (+/- 180 meters Scaled)
 KY0400
 KY0400                          SUPERSEDED SURVEY CONTROL
 KY0400
 KY0400  NGVD 29 (??/??/92)  222.501  (m)          729.99   (f) ADJ UNCH    1 2
 KY0400
 KY0400.Superseded values are not recommended for survey control.
 KY0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0400.See file dsdata.txt to determine how the superseded data were derived.
 KY0400
 KY0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE842771(NAD 83)
 KY0400_MARKER: B = BOLT
 KY0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0400+STABILITY: SURFACE MOTION
 KY0400
 KY0400  HISTORY     - Date     Condition        Report By
 KY0400  HISTORY     - UNK      MONUMENTED       PA6600
 KY0400  HISTORY     - 1960     MARK NOT FOUND   NGS
 KY0400  HISTORY     - 20040519 MARK NOT FOUND   USPSQD
 KY0400
 KY0400                          STATION DESCRIPTION
 KY0400
 KY0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0400'AT PITTSBURGH.
 KY0400'AT PITTSBURGH, 0.9 MILE WEST ALONG PENN AVENUE FROM THE
 KY0400'PENNSYLVANIA RAILROAD STATION, AT THE INTERSECTION OF BARBEAU
 KY0400'STREET, AT THE WEST CORNER OF THE DRAVO BUILDING, AND BELOW THE
 KY0400'SIDEWALK LEVEL.  A COPPER BOLT, SET IN A CONCRETE MONUMENT.
 KY0400'NOTE-- NEW BUILDINGS ERECTED IN THIS VICINITY.
 KY0400
 KY0400                          STATION RECOVERY (2004)
 KY0400
 KY0400'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 KY0400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0438 ***********************************************************************
 JW0438  DESIGNATION -  203
 JW0438  PID         -  JW0438
 JW0438  STATE/COUNTY-  PA/BEDFORD
 JW0438  USGS QUAD   -  HYNDMAN (1977)
 JW0438
 JW0438                         *CURRENT SURVEY CONTROL
 JW0438  ___________________________________________________________________
 JW0438* NAD 83(1986)-  39 49 50.     (N)    078 43 57.     (W)     SCALED    
 JW0438* NAVD 88     -       311.970  (meters)    1023.52   (feet)  ADJUSTED  
 JW0438  ___________________________________________________________________
 JW0438  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 JW0438  DYNAMIC HT  -         311.781 (meters)    1022.90  (feet)  COMP
 JW0438  MODELED GRAV-     980,012.7   (mgal)                       NAVD 88
 JW0438
 JW0438  VERT ORDER  -  FIRST     CLASS II
 JW0438
 JW0438.The horizontal coordinates were scaled from a topographic map and have
 JW0438.an estimated accuracy of +/- 6 seconds.
 JW0438
 JW0438.The orthometric height was determined by differential leveling
 JW0438.and adjusted by the National Geodetic Survey in June 1991..
 JW0438
 JW0438.The geoid height was determined by GEOID03.
 JW0438
 JW0438.The dynamic height is computed by dividing the NAVD 88
 JW0438.geopotential number by the normal gravity value computed on the
 JW0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0438.degrees latitude (g = 980.6199 gals.).
 JW0438
 JW0438.The modeled gravity was interpolated from observed gravity values.
 JW0438
 JW0438;                    North         East    Units  Estimated Accuracy
 JW0438;SPC PA S     -    55,680.      515,890.      MT  (+/- 180 meters Scaled)
 JW0438
 JW0438                          SUPERSEDED SURVEY CONTROL
 JW0438
 JW0438  NGVD 29 (??/??/92)  312.135  (m)         1024.06   (f) ADJ UNCH    1 2
 JW0438
 JW0438.Superseded values are not recommended for survey control.
 JW0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0438.See file dsdata.txt to determine how the superseded data were derived.
 JW0438
 JW0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE940114(NAD 83)
 JW0438_MARKER: Q = CHISELED SQUARE
 JW0438_SETTING: 66 = SET IN ROCK OUTCROP
 JW0438_SP_SET: LEDGE
 JW0438_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0438+STABILITY: POSITION/ELEVATION WELL
 JW0438
 JW0438  HISTORY     - Date     Condition        Report By
 JW0438  HISTORY     - UNK      MONUMENTED       DOD
 JW0438  HISTORY     - 1941     GOOD             NGS
 JW0438
 JW0438                          STATION DESCRIPTION
 JW0438
 JW0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JW0438'1.1 MI NW FROM HYNDMAN.
 JW0438'1.1 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0438'STATION AT HYNDMAN, BEDFORD COUNTY, 59 FEET EAST ACROSS THE TRACK
 JW0438'FROM TELEPHONE POLE E 28, AT THE SEVENTH POWERLINE POLE NORTHWEST
 JW0438'OF A BLOCK SIGNAL (NOT NUMBERED), 11.4 FEET EAST OF THE EAST
 JW0438'RAIL, AND ON A LEDGE PROJECTING FROM THE FACE OF A ROCK CUT, A
 JW0438'CHISELED SQUARE, MARKED BY THE PAINTED LETTERS BM 203.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0364 ***********************************************************************
 MA0364  DESIGNATION -  203.52
 MA0364  PID         -  MA0364
 MA0364  STATE/COUNTY-  PA/CLEARFIELD
 MA0364  USGS QUAD   -  FALLS CREEK (1994)
 MA0364
 MA0364                         *CURRENT SURVEY CONTROL
 MA0364  ___________________________________________________________________
 MA0364* NAD 83(1986)-  41 07 45.     (N)    078 46 11.     (W)     SCALED    
 MA0364* NAVD 88     -       426.536  (meters)    1399.39   (feet)  ADJUSTED  
 MA0364  ___________________________________________________________________
 MA0364  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 MA0364  DYNAMIC HT  -         426.334 (meters)    1398.73  (feet)  COMP
 MA0364  MODELED GRAV-     980,136.5   (mgal)                       NAVD 88
 MA0364
 MA0364  VERT ORDER  -  SECOND    CLASS 0
 MA0364
 MA0364.The horizontal coordinates were scaled from a topographic map and have
 MA0364.an estimated accuracy of +/- 6 seconds.
 MA0364
 MA0364.The orthometric height was determined by differential leveling
 MA0364.and adjusted by the National Geodetic Survey in June 1991..
 MA0364
 MA0364.The geoid height was determined by GEOID03.
 MA0364
 MA0364.The dynamic height is computed by dividing the NAVD 88
 MA0364.geopotential number by the normal gravity value computed on the
 MA0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0364.degrees latitude (g = 980.6199 gals.).
 MA0364
 MA0364.The modeled gravity was interpolated from observed gravity values.
 MA0364
 MA0364;                    North         East    Units  Estimated Accuracy
 MA0364;SPC PA N     -   107,390.      514,380.      MT  (+/- 180 meters Scaled)
 MA0364
 MA0364                          SUPERSEDED SURVEY CONTROL
 MA0364
 MA0364  NGVD 29 (??/??/92)  426.689  (m)         1399.90   (f) ADJ UNCH    2 0
 MA0364
 MA0364.Superseded values are not recommended for survey control.
 MA0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0364.See file dsdata.txt to determine how the superseded data were derived.
 MA0364
 MA0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF872554(NAD 83)
 MA0364_MARKER: Z = SEE DESCRIPTION
 MA0364_SETTING: 0 = UNSPECIFIED SETTING
 MA0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0364
 MA0364  HISTORY     - Date     Condition        Report By
 MA0364  HISTORY     - UNK      MONUMENTED       BORR
 MA0364  HISTORY     - 1967     MARK NOT FOUND   NGS
 MA0364
 MA0364                          STATION DESCRIPTION
 MA0364
 MA0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0364'AT DU BOIS.
 MA0364'ON TIPPLE VALVE BOX SOUTH OF WATER TANKS AT LOCOMOTIVE REPAIR
 MA0364'SHOPS AT DU BOIS, 250 FEET WEST OF LOCOMOTIVE ERECTION SHOP,
 MA0364'375.0 FEET TO LEFT OF STATION 10728+40.0.  A STANDARD PLUG.
 MA0364'NOTE-- THERE HAS BEEN CONSIDERABLE CONSTRUCTION AND CHANGING OF
 MA0364'THE TRACKS NEAR THE DESCRIBED LOCATION OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1154 ***********************************************************************
 KX1154  DESIGNATION -  2037
 KX1154  PID         -  KX1154
 KX1154  STATE/COUNTY-  PA/SOMERSET
 KX1154  USGS QUAD   -  BAKERSVILLE (1977)
 KX1154
 KX1154                         *CURRENT SURVEY CONTROL
 KX1154  ___________________________________________________________________
 KX1154* NAD 83(1986)-  40 01 19.     (N)    079 11 03.     (W)     SCALED    
 KX1154* NAVD 88     -       620.778  (meters)    2036.67   (feet)  ADJUSTED  
 KX1154  ___________________________________________________________________
 KX1154  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 KX1154  DYNAMIC HT  -         620.406 (meters)    2035.45  (feet)  COMP
 KX1154  MODELED GRAV-     980,005.7   (mgal)                       NAVD 88
 KX1154
 KX1154  VERT ORDER  -  SECOND    CLASS 0
 KX1154
 KX1154.The horizontal coordinates were scaled from a topographic map and have
 KX1154.an estimated accuracy of +/- 6 seconds.
 KX1154
 KX1154.The orthometric height was determined by differential leveling
 KX1154.and adjusted by the National Geodetic Survey in June 1991..
 KX1154
 KX1154.The geoid height was determined by GEOID03.
 KX1154
 KX1154.The dynamic height is computed by dividing the NAVD 88
 KX1154.geopotential number by the normal gravity value computed on the
 KX1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1154.degrees latitude (g = 980.6199 gals.).
 KX1154
 KX1154.The modeled gravity was interpolated from observed gravity values.
 KX1154
 KX1154;                    North         East    Units  Estimated Accuracy
 KX1154;SPC PA S     -    77,450.      477,580.      MT  (+/- 180 meters Scaled)
 KX1154
 KX1154                          SUPERSEDED SURVEY CONTROL
 KX1154
 KX1154  NGVD 29 (??/??/92)  620.904  (m)         2037.08   (f) ADJ UNCH    2 0
 KX1154
 KX1154.Superseded values are not recommended for survey control.
 KX1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1154.See file dsdata.txt to determine how the superseded data were derived.
 KX1154
 KX1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE549317(NAD 83)
 KX1154_MARKER: DD = SURVEY DISK
 KX1154_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1154_SP_SET: BRIDGE RAIL FOOTING
 KX1154_STAMPING: 2037
 KX1154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1154
 KX1154  HISTORY     - Date     Condition        Report By
 KX1154  HISTORY     - UNK      MONUMENTED       PADT
 KX1154  HISTORY     - 1954     GOOD             NGS
 KX1154
 KX1154                          STATION DESCRIPTION
 KX1154
 KX1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KX1154'5.8 MI W FROM SOMERSET.
 KX1154'5.8 MILES WEST ALONG STATE HIGHWAY 31 FROM THE SQUARE AT
 KX1154'SOMERSET, SET SLOPING AT ABOUT A 45-DEGREE ANGLE ON THE SOUTH
 KX1154'SIDE OF THE NORTH RAIL FOOTING OF AN 11-FOOT CONCRETE BRIDGE
 KX1154'OVER LAUREL HILL CREEK, AT CENTER OF RAILING, 11 1/2 FEET NORTH
 KX1154'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE
 KX1154'LEVEL OF THE BRIDGE FLOOR.  THIS DISK IS SLOPING, HOWEVER, THE
 KX1154'GROVE THRU THE CENTER OF THE DISK IS HORIZONTAL SO THE ROD WAS
 KX1154'HELD IN THIS GROVE.  STAMPED BY THIS PARTY IN 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0362 ***********************************************************************
 MA0362  DESIGNATION -  203.75
 MA0362  PID         -  MA0362
 MA0362  STATE/COUNTY-  PA/CLEARFIELD
 MA0362  USGS QUAD   -  FALLS CREEK (1994)
 MA0362
 MA0362                         *CURRENT SURVEY CONTROL
 MA0362  ___________________________________________________________________
 MA0362* NAD 83(1986)-  41 07 35.     (N)    078 46 02.     (W)     SCALED    
 MA0362* NAVD 88     -       426.781  (meters)    1400.20   (feet)  ADJUSTED  
 MA0362  ___________________________________________________________________
 MA0362  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 MA0362  DYNAMIC HT  -         426.578 (meters)    1399.53  (feet)  COMP
 MA0362  MODELED GRAV-     980,136.1   (mgal)                       NAVD 88
 MA0362
 MA0362  VERT ORDER  -  FIRST     CLASS I
 MA0362
 MA0362.The horizontal coordinates were scaled from a topographic map and have
 MA0362.an estimated accuracy of +/- 6 seconds.
 MA0362
 MA0362.The orthometric height was determined by differential leveling
 MA0362.and adjusted by the National Geodetic Survey in June 1991..
 MA0362
 MA0362.The geoid height was determined by GEOID03.
 MA0362
 MA0362.The dynamic height is computed by dividing the NAVD 88
 MA0362.geopotential number by the normal gravity value computed on the
 MA0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0362.degrees latitude (g = 980.6199 gals.).
 MA0362
 MA0362.The modeled gravity was interpolated from observed gravity values.
 MA0362
 MA0362;                    North         East    Units  Estimated Accuracy
 MA0362;SPC PA N     -   107,080.      514,580.      MT  (+/- 180 meters Scaled)
 MA0362
 MA0362                          SUPERSEDED SURVEY CONTROL
 MA0362
 MA0362  NGVD 29 (??/??/92)  426.932  (m)         1400.69   (f) ADJ UNCH    1 1
 MA0362
 MA0362.Superseded values are not recommended for survey control.
 MA0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0362.See file dsdata.txt to determine how the superseded data were derived.
 MA0362
 MA0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF874551(NAD 83)
 MA0362_MARKER: DB = BENCH MARK DISK
 MA0362_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0362_SP_SET: ABUTMENT
 MA0362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0362
 MA0362  HISTORY     - Date     Condition        Report By
 MA0362  HISTORY     - UNK      MONUMENTED       BORR
 MA0362  HISTORY     - 1967     GOOD             NGS
 MA0362
 MA0362                          STATION DESCRIPTION
 MA0362
 MA0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0362'0.2 MI N FROM DU BOIS.
 MA0362'ABOUT 0.25 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MA0362'THE UNION BANKING AND TRUST COMPANY BUILDING WHICH WAS FORMERLY
 MA0362'THE BALTIMORE AND OHIO RAILROAD STATION AT DU BOIS, 4 POLES NORTH
 MA0362'OF THE CROSSING OF THE RAILROAD AND NORTH MAIN STREET, 450 FEET
 MA0362'SOUTH OF THE BALTIMORE AND OHIO RAILROAD SHOPS, 7 FEET WEST OF
 MA0362'THE WEST RAIL OF THE MAIN TRACKS, SET IN THE TOP OF THE WEST END
 MA0362'OF THE NORTH CONCRETE ABUTMENT OF A METAL GIRDERED RAILROAD
 MA0362'BRIDGE, AND ABOUT 5 INCHES BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0547 ***********************************************************************
 JW0547  DESIGNATION -  204
 JW0547  PID         -  JW0547
 JW0547  STATE/COUNTY-  PA/SOMERSET
 JW0547  USGS QUAD   -  ROCKWOOD (1981)
 JW0547
 JW0547                         *CURRENT SURVEY CONTROL
 JW0547  ___________________________________________________________________
 JW0547* NAD 83(1986)-  39 54 06.     (N)    079 11 24.     (W)     SCALED    
 JW0547* NAVD 88     -       542.801  (meters)    1780.84   (feet)  ADJUSTED  
 JW0547  ___________________________________________________________________
 JW0547  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JW0547  DYNAMIC HT  -         542.458 (meters)    1779.71  (feet)  COMP
 JW0547  MODELED GRAV-     979,977.4   (mgal)                       NAVD 88
 JW0547
 JW0547  VERT ORDER  -  SECOND    CLASS 0
 JW0547
 JW0547.The horizontal coordinates were scaled from a topographic map and have
 JW0547.an estimated accuracy of +/- 6 seconds.
 JW0547
 JW0547.The orthometric height was determined by differential leveling
 JW0547.and adjusted by the National Geodetic Survey in June 1991..
 JW0547
 JW0547.The geoid height was determined by GEOID03.
 JW0547
 JW0547.The dynamic height is computed by dividing the NAVD 88
 JW0547.geopotential number by the normal gravity value computed on the
 JW0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0547.degrees latitude (g = 980.6199 gals.).
 JW0547
 JW0547.The modeled gravity was interpolated from observed gravity values.
 JW0547
 JW0547;                    North         East    Units  Estimated Accuracy
 JW0547;SPC PA S     -    64,110.      476,860.      MT  (+/- 180 meters Scaled)
 JW0547
 JW0547                          SUPERSEDED SURVEY CONTROL
 JW0547
 JW0547  NGVD 29 (??/??/92)  542.914  (m)         1781.21   (f) ADJ UNCH    2 0
 JW0547
 JW0547.Superseded values are not recommended for survey control.
 JW0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0547.See file dsdata.txt to determine how the superseded data were derived.
 JW0547
 JW0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE547184(NAD 83)
 JW0547_MARKER: B = BOLT
 JW0547_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JW0547_SP_SET: UNSPECIFIED ROCK
 JW0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0547
 JW0547  HISTORY     - Date     Condition        Report By
 JW0547  HISTORY     - UNK      MONUMENTED       BORR
 JW0547  HISTORY     - 1935     GOOD             NGS
 JW0547
 JW0547                          STATION DESCRIPTION
 JW0547
 JW0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0547'2.2 MI SW FROM ROCKWOOD.
 JW0547'2 1/4 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0547'THE STATION AT ROCKWOOD, SOMERSET COUNTY, 125 FEET WEST OF MILEPOST
 JW0547'229, AND IN A ROCK NORTH OF THE TRACK.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0360 ***********************************************************************
 MA0360  DESIGNATION -  204.28 BRPRR
 MA0360  PID         -  MA0360
 MA0360  STATE/COUNTY-  PA/CLEARFIELD
 MA0360  USGS QUAD   -  DU BOIS (1994)
 MA0360
 MA0360                         *CURRENT SURVEY CONTROL
 MA0360  ___________________________________________________________________
 MA0360* NAD 83(1986)-  41 07 08.     (N)    078 46 02.     (W)     SCALED    
 MA0360* NAVD 88     -       427.431  (meters)    1402.33   (feet)  ADJUSTED  
 MA0360  ___________________________________________________________________
 MA0360  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 MA0360  DYNAMIC HT  -         427.227 (meters)    1401.66  (feet)  COMP
 MA0360  MODELED GRAV-     980,134.9   (mgal)                       NAVD 88
 MA0360
 MA0360  VERT ORDER  -  FIRST     CLASS I
 MA0360
 MA0360.The horizontal coordinates were scaled from a topographic map and have
 MA0360.an estimated accuracy of +/- 6 seconds.
 MA0360
 MA0360.The orthometric height was determined by differential leveling
 MA0360.and adjusted by the National Geodetic Survey in June 1991..
 MA0360
 MA0360.The geoid height was determined by GEOID03.
 MA0360
 MA0360.The dynamic height is computed by dividing the NAVD 88
 MA0360.geopotential number by the normal gravity value computed on the
 MA0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0360.degrees latitude (g = 980.6199 gals.).
 MA0360
 MA0360.The modeled gravity was interpolated from observed gravity values.
 MA0360
 MA0360;                    North         East    Units  Estimated Accuracy
 MA0360;SPC PA N     -   106,250.      514,570.      MT  (+/- 180 meters Scaled)
 MA0360
 MA0360                          SUPERSEDED SURVEY CONTROL
 MA0360
 MA0360  NGVD 29 (06/03/92)  427.588  (m)         1402.85   (f) ADJUSTED    1 1
 MA0360
 MA0360.Superseded values are not recommended for survey control.
 MA0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0360.See file dsdata.txt to determine how the superseded data were derived.
 MA0360
 MA0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF874543(NAD 83)
 MA0360_MARKER: DD = SURVEY DISK
 MA0360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0360_SP_SET: ABUTMENT
 MA0360_MARK LOGO: BRPRR 
 MA0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MA0360+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2000
 MA0360
 MA0360  HISTORY     - Date     Condition        Report By
 MA0360  HISTORY     - UNK      MONUMENTED       LOCSUR
 MA0360  HISTORY     - 1967     GOOD             NGS
 MA0360  HISTORY     - 1982     GOOD             NGS
 MA0360  HISTORY     - 20000209 GOOD             PADT
 MA0360
 MA0360                          STATION DESCRIPTION
 MA0360
 MA0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0360'0.2 MI SW FROM DU BOIS.
 MA0360'ABOUT 0.25 MILE SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0360'FROM THE UNION BANKING AND TRUST COMPANY BUILDING WHICH WAS
 MA0360'FORMERLY THE BALTIMORE AND OHIO RAILROAD STATION AT DU BOIS,
 MA0360'1 1/3 POLES SOUTHWEST OF MILEPOST 204/10, 75 FEET SOUTHWEST
 MA0360'OF THE CENTER OF THE CROSSING OF THE RAILROAD AND WEST WEBER
 MA0360'AVENUE, 7 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST
 MA0360'SET OF TRACKS, SET IN THE TOP OF THE SOUTHEAST END OF THE
 MA0360'NORTHEAST CONCRETE ABUTMENT OF A RAILROAD BRIDGE, 16 FEET
 MA0360'NORTHWEST OF THE CENTER LINE OF SOUTH FRANKLIN STREET, AND ABOUT
 MA0360'1 FOOT BELOW THE LEVEL OF THE TRACKS.
 MA0360
 MA0360                          STATION RECOVERY (1982)
 MA0360
 MA0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MA0360'RECOVERED IN GOOD CONDITION.
 MA0360
 MA0360                          STATION RECOVERY (2000)
 MA0360
 MA0360'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (GAC)
 MA0360'FOUND AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1390 ***********************************************************************
 LZ1390  DESIGNATION -  2043.96
 LZ1390  PID         -  LZ1390
 LZ1390  STATE/COUNTY-  PA/POTTER
 LZ1390  USGS QUAD   -  CHERRY SPRINGS (1994)
 LZ1390
 LZ1390                         *CURRENT SURVEY CONTROL
 LZ1390  ___________________________________________________________________
 LZ1390* NAD 83(1986)-  41 38 00.     (N)    077 50 09.     (W)     SCALED    
 LZ1390* NAVD 88     -       623.253  (meters)    2044.79   (feet)  ADJUSTED  
 LZ1390  ___________________________________________________________________
 LZ1390  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 LZ1390  DYNAMIC HT  -         622.967 (meters)    2043.85  (feet)  COMP
 LZ1390  MODELED GRAV-     980,143.4   (mgal)                       NAVD 88
 LZ1390
 LZ1390  VERT ORDER  -  SECOND    CLASS 0
 LZ1390
 LZ1390.The horizontal coordinates were scaled from a topographic map and have
 LZ1390.an estimated accuracy of +/- 6 seconds.
 LZ1390
 LZ1390.The orthometric height was determined by differential leveling
 LZ1390.and adjusted by the National Geodetic Survey in June 1991..
 LZ1390
 LZ1390.The geoid height was determined by GEOID03.
 LZ1390
 LZ1390.The dynamic height is computed by dividing the NAVD 88
 LZ1390.geopotential number by the normal gravity value computed on the
 LZ1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1390.degrees latitude (g = 980.6199 gals.).
 LZ1390
 LZ1390.The modeled gravity was interpolated from observed gravity values.
 LZ1390
 LZ1390;                    North         East    Units  Estimated Accuracy
 LZ1390;SPC PA N     -   162,880.      592,850.      MT  (+/- 180 meters Scaled)
 LZ1390
 LZ1390                          SUPERSEDED SURVEY CONTROL
 LZ1390
 LZ1390  NGVD 29 (??/??/92)  623.379  (m)         2045.20   (f) ADJ UNCH    2 0
 LZ1390
 LZ1390.Superseded values are not recommended for survey control.
 LZ1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1390.See file dsdata.txt to determine how the superseded data were derived.
 LZ1390
 LZ1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM637129(NAD 83)
 LZ1390_MARKER: X = CHISELED CROSS
 LZ1390_SETTING: 66 = SET IN ROCK OUTCROP
 LZ1390_SP_SET: ROCK LEDGE
 LZ1390_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ1390+STABILITY: POSITION/ELEVATION WELL
 LZ1390
 LZ1390  HISTORY     - Date     Condition        Report By
 LZ1390  HISTORY     - UNK      MONUMENTED       BORR
 LZ1390  HISTORY     - 1934     GOOD             NGS
 LZ1390
 LZ1390                          STATION DESCRIPTION
 LZ1390
 LZ1390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1390'5.8 MI E FROM HULL.
 LZ1390'5.8 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM HULL,
 LZ1390'POTTER COUNTY, ABOUT 0.6 MILE WEST OF CROSS FORK JUNCTION, AT
 LZ1390'MILEPOST 126, 7 FEET SOUTH OF THE CENTER LINE OF THE TRACK, ON
 LZ1390'THE TOP OF A ROCK LEDGE, AND 2 FEET HIGHER THAN THE TOP OF THE
 LZ1390'RAIL.  A CHISELED CROSS IN A CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0623 ***********************************************************************
 KW0623  DESIGNATION -  20.51 USGS
 KW0623  PID         -  KW0623
 KW0623  STATE/COUNTY-  PA/LANCASTER
 KW0623  USGS QUAD   -  LITITZ (1995)
 KW0623
 KW0623                         *CURRENT SURVEY CONTROL
 KW0623  ___________________________________________________________________
 KW0623* NAD 83(1986)-  40 09 20.     (N)    076 17 02.     (W)     SCALED    
 KW0623* NAVD 88     -       114.674  (meters)     376.23   (feet)  ADJUSTED  
 KW0623  ___________________________________________________________________
 KW0623  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 KW0623  DYNAMIC HT  -         114.613 (meters)     376.03  (feet)  COMP
 KW0623  MODELED GRAV-     980,094.4   (mgal)                       NAVD 88
 KW0623
 KW0623  VERT ORDER  -  SECOND    CLASS 0
 KW0623
 KW0623.The horizontal coordinates were scaled from a topographic map and have
 KW0623.an estimated accuracy of +/- 6 seconds.
 KW0623
 KW0623.The orthometric height was determined by differential leveling
 KW0623.and adjusted by the National Geodetic Survey in June 1991..
 KW0623
 KW0623.The geoid height was determined by GEOID03.
 KW0623
 KW0623.The dynamic height is computed by dividing the NAVD 88
 KW0623.geopotential number by the normal gravity value computed on the
 KW0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0623.degrees latitude (g = 980.6199 gals.).
 KW0623
 KW0623.The modeled gravity was interpolated from observed gravity values.
 KW0623
 KW0623;                    North         East    Units  Estimated Accuracy
 KW0623;SPC PA S     -    92,330.      724,900.      MT  (+/- 180 meters Scaled)
 KW0623
 KW0623                          SUPERSEDED SURVEY CONTROL
 KW0623
 KW0623  NGVD 29 (??/??/??)  114.895  (m)          376.95   (f) ADJUSTED    2 0
 KW0623
 KW0623.Superseded values are not recommended for survey control.
 KW0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0623.See file dsdata.txt to determine how the superseded data were derived.
 KW0623
 KW0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK906458(NAD 83)
 KW0623_MARKER: Q = CHISELED SQUARE
 KW0623_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0623_SP_SET: CULVERT
 KW0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0623
 KW0623  HISTORY     - Date     Condition        Report By
 KW0623  HISTORY     - UNK      MONUMENTED       USGS
 KW0623  HISTORY     - 1935     GOOD             CGS
 KW0623
 KW0623                          STATION DESCRIPTION
 KW0623
 KW0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0623'AT LITITZ.
 KW0623'AT LITITZ, LANCASTER COUNTY, ON THE READING CO. RAILWAY, AT THE
 KW0623'EAST EDGE OF TOWN, ABOUT 3 TIES WEST OF POLE 20+51, AND ON
 KW0623'THE TOP OF THE NORTH HEAD WALL OF A CULVERT.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0552 ***********************************************************************
 JW0552  DESIGNATION -  206
 JW0552  PID         -  JW0552
 JW0552  STATE/COUNTY-  PA/SOMERSET
 JW0552  USGS QUAD   -  ROCKWOOD (1981)
 JW0552
 JW0552                         *CURRENT SURVEY CONTROL
 JW0552  ___________________________________________________________________
 JW0552* NAD 83(1986)-  39 53 01.     (N)    079 12 47.     (W)     SCALED    
 JW0552* NAVD 88     -       529.208  (meters)    1736.24   (feet)  ADJUSTED  
 JW0552  ___________________________________________________________________
 JW0552  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 JW0552  DYNAMIC HT  -         528.872 (meters)    1735.14  (feet)  COMP
 JW0552  MODELED GRAV-     979,974.7   (mgal)                       NAVD 88
 JW0552
 JW0552  VERT ORDER  -  FIRST     CLASS II
 JW0552
 JW0552.The horizontal coordinates were scaled from a topographic map and have
 JW0552.an estimated accuracy of +/- 6 seconds.
 JW0552
 JW0552.The orthometric height was determined by differential leveling
 JW0552.and adjusted by the National Geodetic Survey in June 1991..
 JW0552
 JW0552.The geoid height was determined by GEOID03.
 JW0552
 JW0552.The dynamic height is computed by dividing the NAVD 88
 JW0552.geopotential number by the normal gravity value computed on the
 JW0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0552.degrees latitude (g = 980.6199 gals.).
 JW0552
 JW0552.The modeled gravity was interpolated from observed gravity values.
 JW0552
 JW0552;                    North         East    Units  Estimated Accuracy
 JW0552;SPC PA S     -    62,140.      474,860.      MT  (+/- 180 meters Scaled)
 JW0552
 JW0552                          SUPERSEDED SURVEY CONTROL
 JW0552
 JW0552  NGVD 29 (??/??/92)  529.319  (m)         1736.61   (f) ADJ UNCH    1 2
 JW0552
 JW0552.Superseded values are not recommended for survey control.
 JW0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0552.See file dsdata.txt to determine how the superseded data were derived.
 JW0552
 JW0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE527163(NAD 83)
 JW0552_MARKER: B = BOLT
 JW0552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0552_SP_SET: CULVERT
 JW0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW0552+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 JW0552
 JW0552  HISTORY     - Date     Condition        Report By
 JW0552  HISTORY     - UNK      MONUMENTED       BORR
 JW0552  HISTORY     - 1935     GOOD             NGS
 JW0552  HISTORY     - 20010501 GOOD             TWT
 JW0552
 JW0552                          STATION DESCRIPTION
 JW0552
 JW0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0552'0.1 MI SW FROM CASSELMAN.
 JW0552'0.1 MILE SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0552'STATION AT CASSELMAN, SOMERSET COUNTY, AT A CULVERT, AND IN THE
 JW0552'SOUTHEAST CORNER OF THE COPING.  A COPPER BOLT.
 JW0552
 JW0552                          STATION RECOVERY (2001)
 JW0552
 JW0552'RECOVERY NOTE BY TWT CONS ENG 2001 (DRF)
 JW0552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1419 ***********************************************************************
 LZ1419  DESIGNATION -  2061.2
 LZ1419  PID         -  LZ1419
 LZ1419  STATE/COUNTY-  PA/POTTER
 LZ1419  USGS QUAD   -  ULYSSES (1969)
 LZ1419
 LZ1419                         *CURRENT SURVEY CONTROL
 LZ1419  ___________________________________________________________________
 LZ1419* NAD 83(1986)-  41 53 17.     (N)    077 47 54.     (W)     SCALED    
 LZ1419* NAVD 88     -       628.223  (meters)    2061.09   (feet)  ADJUSTED  
 LZ1419  ___________________________________________________________________
 LZ1419  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 LZ1419  DYNAMIC HT  -         627.953 (meters)    2060.21  (feet)  COMP
 LZ1419  MODELED GRAV-     980,171.7   (mgal)                       NAVD 88
 LZ1419
 LZ1419  VERT ORDER  -  SECOND    CLASS 0
 LZ1419
 LZ1419.The horizontal coordinates were scaled from a topographic map and have
 LZ1419.an estimated accuracy of +/- 6 seconds.
 LZ1419
 LZ1419.The orthometric height was determined by differential leveling
 LZ1419.and adjusted by the National Geodetic Survey in June 1991..
 LZ1419
 LZ1419.The geoid height was determined by GEOID03.
 LZ1419
 LZ1419.The dynamic height is computed by dividing the NAVD 88
 LZ1419.geopotential number by the normal gravity value computed on the
 LZ1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1419.degrees latitude (g = 980.6199 gals.).
 LZ1419
 LZ1419.The modeled gravity was interpolated from observed gravity values.
 LZ1419
 LZ1419;                    North         East    Units  Estimated Accuracy
 LZ1419;SPC PA N     -   191,170.      595,990.      MT  (+/- 180 meters Scaled)
 LZ1419
 LZ1419                          SUPERSEDED SURVEY CONTROL
 LZ1419
 LZ1419  NGVD 29 (??/??/92)  628.344  (m)         2061.49   (f) ADJ UNCH    2 0
 LZ1419
 LZ1419.Superseded values are not recommended for survey control.
 LZ1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1419.See file dsdata.txt to determine how the superseded data were derived.
 LZ1419
 LZ1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM678411(NAD 83)
 LZ1419_MARKER: Q = CHISELED SQUARE
 LZ1419_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1419_SP_SET: CULVERT
 LZ1419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1419
 LZ1419  HISTORY     - Date     Condition        Report By
 LZ1419  HISTORY     - UNK      MONUMENTED       USGS
 LZ1419  HISTORY     - 1934     GOOD             NGS
 LZ1419
 LZ1419                          STATION DESCRIPTION
 LZ1419
 LZ1419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1419'2.1 MI W FROM ULYSSES.
 LZ1419'2.1 MILES WEST ALONG STATE HIGHWAY 49 FROM ULYSSES, POTTER
 LZ1419'COUNTY, AT HIGHWAY STATION 851+94, ABOUT 100 FEET NORTHWEST OF A
 LZ1419'BARN WITH TWIN SILOS, AT A 4-FOOT CONCRETE CULVERT OPPOSITE THE
 LZ1419'GRANT TARBOX PROPERTY, ON THE TOP OF THE SOUTHWEST HEAD WALL, 16
 LZ1419'FEET SOUTH OF THE CENTER LINE OF THE FINISHED HIGHWAY GRADE, AND
 LZ1419'LEVEL WITH THE CENTER LINE OF FINISHED HIGHWAY GRADE.  A CHISELED
 LZ1419'SQUARE, MARKED BY THE PAINTED LETTERS 2061.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1420 ***********************************************************************
 LZ1420  DESIGNATION -  2068.6
 LZ1420  PID         -  LZ1420
 LZ1420  STATE/COUNTY-  PA/POTTER
 LZ1420  USGS QUAD   -  ULYSSES (1969)
 LZ1420
 LZ1420                         *CURRENT SURVEY CONTROL
 LZ1420  ___________________________________________________________________
 LZ1420* NAD 83(1986)-  41 53 31.     (N)    077 47 25.     (W)     SCALED    
 LZ1420* NAVD 88     -       630.470  (meters)    2068.47   (feet)  ADJUSTED  
 LZ1420  ___________________________________________________________________
 LZ1420  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 LZ1420  DYNAMIC HT  -         630.199 (meters)    2067.58  (feet)  COMP
 LZ1420  MODELED GRAV-     980,171.7   (mgal)                       NAVD 88
 LZ1420
 LZ1420  VERT ORDER  -  SECOND    CLASS 0
 LZ1420
 LZ1420.The horizontal coordinates were scaled from a topographic map and have
 LZ1420.an estimated accuracy of +/- 6 seconds.
 LZ1420
 LZ1420.The orthometric height was determined by differential leveling
 LZ1420.and adjusted by the National Geodetic Survey in June 1991..
 LZ1420
 LZ1420.The geoid height was determined by GEOID03.
 LZ1420
 LZ1420.The dynamic height is computed by dividing the NAVD 88
 LZ1420.geopotential number by the normal gravity value computed on the
 LZ1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1420.degrees latitude (g = 980.6199 gals.).
 LZ1420
 LZ1420.The modeled gravity was interpolated from observed gravity values.
 LZ1420
 LZ1420;                    North         East    Units  Estimated Accuracy
 LZ1420;SPC PA N     -   191,600.      596,660.      MT  (+/- 180 meters Scaled)
 LZ1420
 LZ1420                          SUPERSEDED SURVEY CONTROL
 LZ1420
 LZ1420  NGVD 29 (??/??/92)  630.592  (m)         2068.87   (f) ADJ UNCH    2 0
 LZ1420
 LZ1420.Superseded values are not recommended for survey control.
 LZ1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1420.See file dsdata.txt to determine how the superseded data were derived.
 LZ1420
 LZ1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM685415(NAD 83)
 LZ1420_MARKER: DD = SURVEY DISK
 LZ1420_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1420_SP_SET: BRIDGE
 LZ1420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1420
 LZ1420  HISTORY     - Date     Condition        Report By
 LZ1420  HISTORY     - UNK      MONUMENTED       PADH
 LZ1420  HISTORY     - 1934     GOOD             NGS
 LZ1420
 LZ1420                          STATION DESCRIPTION
 LZ1420
 LZ1420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1420'1.6 MI W FROM ULYSSES.
 LZ1420'1.6 MILES WEST ALONG STATE HIGHWAY 49 FROM ULYSSES, POTTER
 LZ1420'COUNTY, AT HIGHWAY STATION 878+13, AT 40-FOOT CONCRETE BRIDGE
 LZ1420'878+26, IN THE TOP OF THE SOUTHWEST WING WALL, 11 FEET SOUTH
 LZ1420'OF THE CENTER LINE OF THE FINISHED HIGHWAY GRADE, AND ABOUT 1/2
 LZ1420'FOOT LOWER THAN THE CENTER LINE OF THE FINISHED HIGHWAY GRADE.
 LZ1420'A PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0356 ***********************************************************************
 MA0356  DESIGNATION -  206.97 BRPRR
 MA0356  PID         -  MA0356
 MA0356  STATE/COUNTY-  PA/CLEARFIELD
 MA0356  USGS QUAD   -  DU BOIS (1994)
 MA0356
 MA0356                         *CURRENT SURVEY CONTROL
 MA0356  ___________________________________________________________________
 MA0356* NAD 83(1986)-  41 05 03.     (N)    078 45 33.     (W)     SCALED    
 MA0356* NAVD 88     -       455.635  (meters)    1494.86   (feet)  ADJUSTED  
 MA0356  ___________________________________________________________________
 MA0356  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 MA0356  DYNAMIC HT  -         455.416 (meters)    1494.14  (feet)  COMP
 MA0356  MODELED GRAV-     980,127.9   (mgal)                       NAVD 88
 MA0356
 MA0356  VERT ORDER  -  FIRST     CLASS I
 MA0356
 MA0356.The horizontal coordinates were scaled from a topographic map and have
 MA0356.an estimated accuracy of +/- 6 seconds.
 MA0356
 MA0356.The orthometric height was determined by differential leveling
 MA0356.and adjusted by the National Geodetic Survey in June 1991..
 MA0356
 MA0356.The geoid height was determined by GEOID03.
 MA0356
 MA0356.The dynamic height is computed by dividing the NAVD 88
 MA0356.geopotential number by the normal gravity value computed on the
 MA0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0356.degrees latitude (g = 980.6199 gals.).
 MA0356
 MA0356.The modeled gravity was interpolated from observed gravity values.
 MA0356
 MA0356;                    North         East    Units  Estimated Accuracy
 MA0356;SPC PA N     -   102,390.      515,210.      MT  (+/- 180 meters Scaled)
 MA0356
 MA0356                          SUPERSEDED SURVEY CONTROL
 MA0356
 MA0356  NGVD 29 (06/03/92)  455.790  (m)         1495.37   (f) ADJUSTED    1 1
 MA0356
 MA0356.Superseded values are not recommended for survey control.
 MA0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0356.See file dsdata.txt to determine how the superseded data were derived.
 MA0356
 MA0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF882505(NAD 83)
 MA0356_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA0356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0356_SP_SET: CULVERT
 MA0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0356
 MA0356  HISTORY     - Date     Condition        Report By
 MA0356  HISTORY     - 1917     MONUMENTED       BORR
 MA0356  HISTORY     - 1982     GOOD             NGS
 MA0356
 MA0356                          STATION DESCRIPTION
 MA0356
 MA0356'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1917
 MA0356'2.3 MI NE FROM STANLEY.
 MA0356'ABOUT 2.3 MILES NORTHEAST OF STANLEY ON CULVERT 206.97 ON
 MA0356'CENTER LINE OF COPING AT EAST END OF CULVERT 35.0 ON LEFT OF
 MA0356'10910+80.0.  A B.R. AND P. RY. STANDARD PLUG.
 MA0356
 MA0356                          STATION RECOVERY (1982)
 MA0356
 MA0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MA0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0553 ***********************************************************************
 JW0553  DESIGNATION -  207
 JW0553  PID         -  JW0553
 JW0553  STATE/COUNTY-  PA/SOMERSET
 JW0553  USGS QUAD   -  ROCKWOOD (1981)
 JW0553
 JW0553                         *CURRENT SURVEY CONTROL
 JW0553  ___________________________________________________________________
 JW0553* NAD 83(1986)-  39 52 58.     (N)    079 13 46.     (W)     SCALED    
 JW0553* NAVD 88     -       523.012  (meters)    1715.92   (feet)  ADJUSTED  
 JW0553  ___________________________________________________________________
 JW0553  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JW0553  DYNAMIC HT  -         522.681 (meters)    1714.83  (feet)  COMP
 JW0553  MODELED GRAV-     979,978.4   (mgal)                       NAVD 88
 JW0553
 JW0553  VERT ORDER  -  FIRST     CLASS II
 JW0553
 JW0553.The horizontal coordinates were scaled from a topographic map and have
 JW0553.an estimated accuracy of +/- 6 seconds.
 JW0553
 JW0553.The orthometric height was determined by differential leveling
 JW0553.and adjusted by the National Geodetic Survey in June 1991..
 JW0553
 JW0553.The geoid height was determined by GEOID03.
 JW0553
 JW0553.The dynamic height is computed by dividing the NAVD 88
 JW0553.geopotential number by the normal gravity value computed on the
 JW0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0553.degrees latitude (g = 980.6199 gals.).
 JW0553
 JW0553.The modeled gravity was interpolated from observed gravity values.
 JW0553
 JW0553;                    North         East    Units  Estimated Accuracy
 JW0553;SPC PA S     -    62,070.      473,450.      MT  (+/- 180 meters Scaled)
 JW0553
 JW0553                          SUPERSEDED SURVEY CONTROL
 JW0553
 JW0553  NGVD 29 (??/??/92)  523.126  (m)         1716.29   (f) ADJ UNCH    1 2
 JW0553
 JW0553.Superseded values are not recommended for survey control.
 JW0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0553.See file dsdata.txt to determine how the superseded data were derived.
 JW0553
 JW0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE513162(NAD 83)
 JW0553_MARKER: B = BOLT
 JW0553_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0553_SP_SET: BRIDGE
 JW0553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0553
 JW0553  HISTORY     - Date     Condition        Report By
 JW0553  HISTORY     - UNK      MONUMENTED       BORR
 JW0553  HISTORY     - 1935     GOOD             NGS
 JW0553
 JW0553                          STATION DESCRIPTION
 JW0553
 JW0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0553'1.1 MI SW FROM CASSELMAN.
 JW0553'1.1 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0553'STATION AT CASSELMAN, SOMERSET COUNTY, AT BRIDGE NO. 38, AT THE
 JW0553'NORTHEAST ABUTMENT, AND IN THE SOUTHEAST END OF THE BRIDGE SEAT.
 JW0553'A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0097 ***********************************************************************
 LZ0097  DESIGNATION -  2075.3 USGS
 LZ0097  PID         -  LZ0097
 LZ0097  STATE/COUNTY-  PA/SULLIVAN
 LZ0097  USGS QUAD   -  LOPEZ (1983)
 LZ0097
 LZ0097                         *CURRENT SURVEY CONTROL
 LZ0097  ___________________________________________________________________
 LZ0097* NAD 83(1986)-  41 24 48.     (N)    076 17 47.     (W)     SCALED    
 LZ0097* NAVD 88     -       632.63   (+/-2cm)    2075.6    (feet)  VERTCON   
 LZ0097  ___________________________________________________________________
 LZ0097  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 LZ0097
 LZ0097  VERT ORDER  -  ? (See Below)
 LZ0097
 LZ0097.The horizontal coordinates were scaled from a topographic map and have
 LZ0097.an estimated accuracy of +/- 6 seconds.
 LZ0097
 LZ0097.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ0097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ0097.The vertical order pertains to the NGVD 29 superseded value.
 LZ0097
 LZ0097.The geoid height was determined by GEOID03.
 LZ0097
 LZ0097;                    North         East    Units  Estimated Accuracy
 LZ0097;SPC PA N     -   139,470.      721,520.      MT  (+/- 180 meters Scaled)
 LZ0097
 LZ0097                          SUPERSEDED SURVEY CONTROL
 LZ0097
 LZ0097  NGVD 29 (??/??/92)  632.791  (m)         2076.08   (f) ADJ UNCH    ?  
 LZ0097
 LZ0097.Superseded values are not recommended for survey control.
 LZ0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0097.See file dsdata.txt to determine how the superseded data were derived.
 LZ0097
 LZ0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL916854(NAD 83)
 LZ0097_MARKER: Q = CHISELED SQUARE
 LZ0097_SETTING: 80 = SET IN A BOULDER
 LZ0097_SP_SET: BOULDER
 LZ0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0097+STABILITY: SURFACE MOTION
 LZ0097
 LZ0097  HISTORY     - Date     Condition        Report By
 LZ0097  HISTORY     - UNK      MONUMENTED       USGS
 LZ0097  HISTORY     - 1934     GOOD             NGS
 LZ0097
 LZ0097                          STATION DESCRIPTION
 LZ0097
 LZ0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0097'5.1 MI SE FROM LOPEZ.
 LZ0097'ABOUT 5.1 MILES SOUTHEAST ALONG THE LEHIGH VALLEY RAILROAD FROM
 LZ0097'LOPEZ, SULLIVAN COUNTY, ABOUT 2 MILES NORTHWEST OF RICKETTS,
 LZ0097'ABOUT 10 FEET EAST OF THE ABANDONED ROAD LEADING TO OLD LEE
 LZ0097'SETTLEMENT, ABOUT 20 FEET NORTH OF THE TRACK, AND ON TOP OF AN
 LZ0097'EMBEDDED BOULDER.  A CHISELED SQUARE, PAINTED B.M. 2075.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0655 ***********************************************************************
 JW0655  DESIGNATION -  2082.1
 JW0655  PID         -  JW0655
 JW0655  STATE/COUNTY-  PA/SOMERSET
 JW0655  USGS QUAD   -  MURDOCK (1981)
 JW0655
 JW0655                         *CURRENT SURVEY CONTROL
 JW0655  ___________________________________________________________________
 JW0655* NAD 83(1986)-  39 59 21.     (N)    079 04 56.     (W)     SCALED    
 JW0655* NAVD 88     -       634.63   (+/-2cm)    2082.1    (feet)  VERTCON   
 JW0655  ___________________________________________________________________
 JW0655  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 JW0655
 JW0655  VERT ORDER  -  ? (See Below)
 JW0655
 JW0655.The horizontal coordinates were scaled from a topographic map and have
 JW0655.an estimated accuracy of +/- 6 seconds.
 JW0655
 JW0655.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW0655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW0655.The vertical order pertains to the NGVD 29 superseded value.
 JW0655
 JW0655.The geoid height was determined by GEOID03.
 JW0655
 JW0655;                    North         East    Units  Estimated Accuracy
 JW0655;SPC PA S     -    73,680.      486,220.      MT  (+/- 180 meters Scaled)
 JW0655
 JW0655                          SUPERSEDED SURVEY CONTROL
 JW0655
 JW0655  NGVD 29 (??/??/92)  634.748  (m)         2082.50   (f) ADJ UNCH    ?  
 JW0655
 JW0655.Superseded values are not recommended for survey control.
 JW0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0655.See file dsdata.txt to determine how the superseded data were derived.
 JW0655
 JW0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE637283(NAD 83)
 JW0655_MARKER: B = BOLT
 JW0655_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0655_SP_SET: BRIDGE
 JW0655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0655
 JW0655  HISTORY     - Date     Condition        Report By
 JW0655  HISTORY     - UNK      MONUMENTED       CGS
 JW0655  HISTORY     - 1935     GOOD             NGS
 JW0655
 JW0655                          STATION DESCRIPTION
 JW0655
 JW0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0655'1.5 MI S FROM SOMERSET.
 JW0655'1.5 MILES SOUTH ALONG THE BALTIMORE AND OHIO RR FROM THE STATION
 JW0655'AT SOMERSET, SOMERSET COUNTY, AT BRIDGE 202, AND IN THE TOP
 JW0655'OF THE WEST END OF THE SOUTH HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1150 ***********************************************************************
 KX1150  DESIGNATION -  2093 B
 KX1150  PID         -  KX1150
 KX1150  STATE/COUNTY-  PA/SOMERSET
 KX1150  USGS QUAD   -  BAKERSVILLE (1977)
 KX1150
 KX1150                         *CURRENT SURVEY CONTROL
 KX1150  ___________________________________________________________________
 KX1150* NAD 83(1986)-  40 02 33.     (N)    079 12 59.     (W)     SCALED    
 KX1150* NAVD 88     -       637.781  (meters)    2092.45   (feet)  ADJUSTED  
 KX1150  ___________________________________________________________________
 KX1150  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 KX1150  DYNAMIC HT  -         637.402 (meters)    2091.21  (feet)  COMP
 KX1150  MODELED GRAV-     980,009.5   (mgal)                       NAVD 88
 KX1150
 KX1150  VERT ORDER  -  SECOND    CLASS 0
 KX1150
 KX1150.The horizontal coordinates were scaled from a topographic map and have
 KX1150.an estimated accuracy of +/- 6 seconds.
 KX1150
 KX1150.The orthometric height was determined by differential leveling
 KX1150.and adjusted by the National Geodetic Survey in June 1991..
 KX1150
 KX1150.The geoid height was determined by GEOID03.
 KX1150
 KX1150.The dynamic height is computed by dividing the NAVD 88
 KX1150.geopotential number by the normal gravity value computed on the
 KX1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1150.degrees latitude (g = 980.6199 gals.).
 KX1150
 KX1150.The modeled gravity was interpolated from observed gravity values.
 KX1150
 KX1150;                    North         East    Units  Estimated Accuracy
 KX1150;SPC PA S     -    79,780.      474,870.      MT  (+/- 180 meters Scaled)
 KX1150
 KX1150                          SUPERSEDED SURVEY CONTROL
 KX1150
 KX1150  NGVD 29 (??/??/92)  637.907  (m)         2092.87   (f) ADJ UNCH    2 0
 KX1150
 KX1150.Superseded values are not recommended for survey control.
 KX1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1150.See file dsdata.txt to determine how the superseded data were derived.
 KX1150
 KX1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE521339(NAD 83)
 KX1150_MARKER: DD = SURVEY DISK
 KX1150_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1150_SP_SET: BUILDING FOUNDATION
 KX1150_STAMPING: 2093 B
 KX1150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1150
 KX1150  HISTORY     - Date     Condition        Report By
 KX1150  HISTORY     - UNK      MONUMENTED       USGS
 KX1150  HISTORY     - 1954     GOOD             NGS
 KX1150
 KX1150                          STATION DESCRIPTION
 KX1150
 KX1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KX1150'8.2 MI W FROM SOMERSET.
 KX1150'7.65 MILES WEST ALONG STATE HIGHWAY 31 FROM THE SQUARE AT
 KX1150'SOMERSET THENCE 0.55 MILE NORTHWEST ALONG THE ABANDONED ROUTE OF
 KX1150'HIGHWAY 31, AT BAKERSVILLE, SET VERTICALLY IN THE WEST STONE
 KX1150'FOUNDATION WALL OF MT. ZION LUTHERAN CHURCH, 1.6 FEET NORTH OF
 KX1150'THE SOUTHWEST CORNER OF THE BUILDING, 47 FEET EAST OF THE CENTER
 KX1150'LINE OF THE OLD ROAD AND ABOUT 1 FOOT ABOVE THE GROUND.  THERE
 KX1150'WAS NO CENTER MARK OF ANY KIND IN THIS DISK AND IT IS NOT KNOW
 KX1150'WHAT POINT ON THE DISK WAS LEVELED TOO BY PREVIOUS LEVEL PARTIES.
 KX1150'A MARK WAS MADE NEAR THE CENTER OF THE DISK WITH A CENTER PUNCH
 KX1150'AND THIS IS THE POINT LEVELED TOO BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1411 ***********************************************************************
 LZ1411  DESIGNATION -  2098.2
 LZ1411  PID         -  LZ1411
 LZ1411  STATE/COUNTY-  PA/POTTER
 LZ1411  USGS QUAD   -  BROOKLAND (1983)
 LZ1411
 LZ1411                         *CURRENT SURVEY CONTROL
 LZ1411  ___________________________________________________________________
 LZ1411* NAD 83(1986)-  41 52 20.     (N)    077 50 14.     (W)     SCALED    
 LZ1411* NAVD 88     -       639.504  (meters)    2098.11   (feet)  ADJUSTED  
 LZ1411  ___________________________________________________________________
 LZ1411  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 LZ1411  DYNAMIC HT  -         639.229 (meters)    2097.20  (feet)  COMP
 LZ1411  MODELED GRAV-     980,171.4   (mgal)                       NAVD 88
 LZ1411
 LZ1411  VERT ORDER  -  SECOND    CLASS 0
 LZ1411
 LZ1411.The horizontal coordinates were scaled from a topographic map and have
 LZ1411.an estimated accuracy of +/- 6 seconds.
 LZ1411
 LZ1411.The orthometric height was determined by differential leveling
 LZ1411.and adjusted by the National Geodetic Survey in June 1991..
 LZ1411
 LZ1411.The geoid height was determined by GEOID03.
 LZ1411
 LZ1411.The dynamic height is computed by dividing the NAVD 88
 LZ1411.geopotential number by the normal gravity value computed on the
 LZ1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1411.degrees latitude (g = 980.6199 gals.).
 LZ1411
 LZ1411.The modeled gravity was interpolated from observed gravity values.
 LZ1411
 LZ1411;                    North         East    Units  Estimated Accuracy
 LZ1411;SPC PA N     -   189,420.      592,760.      MT  (+/- 180 meters Scaled)
 LZ1411
 LZ1411                          SUPERSEDED SURVEY CONTROL
 LZ1411
 LZ1411  NGVD 29 (??/??/92)  639.627  (m)         2098.51   (f) ADJ UNCH    2 0
 LZ1411
 LZ1411.Superseded values are not recommended for survey control.
 LZ1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1411.See file dsdata.txt to determine how the superseded data were derived.
 LZ1411
 LZ1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM645394(NAD 83)
 LZ1411_MARKER: Q = CHISELED SQUARE
 LZ1411_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1411_SP_SET: CURB
 LZ1411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1411
 LZ1411  HISTORY     - Date     Condition        Report By
 LZ1411  HISTORY     - UNK      MONUMENTED       USGS
 LZ1411  HISTORY     - 1934     GOOD             NGS
 LZ1411
 LZ1411                          STATION DESCRIPTION
 LZ1411
 LZ1411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1411'AT GOLD.
 LZ1411'AT GOLD, POTTER COUNTY, ON STATE HIGHWAY 49, ABOUT 90 FEET EAST
 LZ1411'OF THE CENTER OF THE INTERSECTION WITH STATE HIGHWAY 449, AT A
 LZ1411'28-FOOT CONCRETE BRIDGE, ON THE TOP OF THE NORTH CURBING, 2 FEET
 LZ1411'EAST OF THE WEST END, 12 FEET NORTH OF THE CENTER LINE OF THE
 LZ1411'FINISHED GRADE, AND ABOUT 1 FOOT HIGHER THAN THE CENTER LINE OF
 LZ1411'THE FINISHED HIGHWAY GRADE.  A CHISELED SQUARE, MARKED BY THE
 LZ1411'PAINTED LETTERS U.S.B.M. 2098.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1002 ***********************************************************************
 MA1002  DESIGNATION -  21
 MA1002  PID         -  MA1002
 MA1002  STATE/COUNTY-  PA/CLARION
 MA1002  USGS QUAD   -  NEW BETHLEHEM (1981)
 MA1002
 MA1002                         *CURRENT SURVEY CONTROL
 MA1002  ___________________________________________________________________
 MA1002* NAD 83(1986)-  41 00 02.     (N)    079 21 14.     (W)     SCALED    
 MA1002* NAVD 88     -       323.706  (meters)    1062.03   (feet)  ADJUSTED  
 MA1002  ___________________________________________________________________
 MA1002  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 MA1002  DYNAMIC HT  -         323.550 (meters)    1061.51  (feet)  COMP
 MA1002  MODELED GRAV-     980,133.6   (mgal)                       NAVD 88
 MA1002
 MA1002  VERT ORDER  -  SECOND    CLASS 0
 MA1002
 MA1002.The horizontal coordinates were scaled from a topographic map and have
 MA1002.an estimated accuracy of +/- 6 seconds.
 MA1002
 MA1002.The orthometric height was determined by differential leveling
 MA1002.and adjusted by the National Geodetic Survey in June 1991..
 MA1002
 MA1002.The geoid height was determined by GEOID03.
 MA1002
 MA1002.The dynamic height is computed by dividing the NAVD 88
 MA1002.geopotential number by the normal gravity value computed on the
 MA1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1002.degrees latitude (g = 980.6199 gals.).
 MA1002
 MA1002.The modeled gravity was interpolated from observed gravity values.
 MA1002
 MA1002;                    North         East    Units  Estimated Accuracy
 MA1002;SPC PA N     -    93,860.      465,070.      MT  (+/- 180 meters Scaled)
 MA1002
 MA1002                          SUPERSEDED SURVEY CONTROL
 MA1002
 MA1002  NGVD 29 (??/??/92)  323.876  (m)         1062.58   (f) ADJ UNCH    2 0
 MA1002
 MA1002.Superseded values are not recommended for survey control.
 MA1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1002.See file dsdata.txt to determine how the superseded data were derived.
 MA1002
 MA1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF384401(NAD 83)
 MA1002_MARKER: Q = CHISELED SQUARE
 MA1002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1002_SP_SET: PARAPET
 MA1002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1002
 MA1002  HISTORY     - Date     Condition        Report By
 MA1002  HISTORY     - UNK      MONUMENTED       PRR
 MA1002  HISTORY     - 1935     GOOD             NGS
 MA1002
 MA1002                          STATION DESCRIPTION
 MA1002
 MA1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1002'1.5 MI W FROM NEW BETHLEHEM.
 MA1002'ABOUT 1.5 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA1002'STATION AT NEW BETHLEHEM, CLARION COUNTY, ABOUT 110 FEET EAST OF
 MA1002'MILEPOST 19, AT A 40-FOOT SPAN MASONRY ARCH BRIDGE OVER A CREEK,
 MA1002'IN THE TOP OF THE WEST END OF THE NORTH PARAPET WALL, 36 FEET
 MA1002'NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 6 FEET LOWER
 MA1002'THAN THE TOP OF THE RAIL.  A CHISELED SQUARE, MARKED B.M. 21.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1926 ***********************************************************************
 MA1926  DESIGNATION -  21
 MA1926  PID         -  MA1926
 MA1926  STATE/COUNTY-  PA/JEFFERSON
 MA1926  USGS QUAD   -  SUMMERVILLE (1969)
 MA1926
 MA1926                         *CURRENT SURVEY CONTROL
 MA1926  ___________________________________________________________________
 MA1926* NAD 83(1992)-  41 07 07.37917(N)    079 10 09.49089(W)     ADJUSTED  
 MA1926* NAVD 88     -       503.     (meters)    1650.     (feet)  SCALED    
 MA1926  ___________________________________________________________________
 MA1926  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 MA1926  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 MA1926
 MA1926  HORZ ORDER  -  SECOND
 MA1926
 MA1926.The horizontal coordinates were established by classical geodetic methods
 MA1926.and adjusted by the National Geodetic Survey in June 2002..
 MA1926
 MA1926.The orthometric height was scaled from a topographic map.
 MA1926
 MA1926.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1926
 MA1926.The geoid height was determined by GEOID03.
 MA1926
 MA1926;                    North         East     Units Scale Factor Converg.
 MA1926;SPC PA N     -   106,705.131   480,810.063   MT  0.99997036   -0 56 20.1
 MA1926;SPC PA N     -   350,081.75  1,577,457.68   sFT  0.99997036   -0 56 20.1
 MA1926;SPC PA S     -   199,206.458   480,803.055   MT  1.00002744   -0 55 15.0
 MA1926;SPC PA S     -   653,563.19  1,577,434.69   sFT  1.00002744   -0 55 15.0
 MA1926;UTM  17      - 4,553,550.835   653,691.418   MT  0.99989072   +1 12 14.9
 MA1926
 MA1926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1926!SPC PA N     -   0.99992626  x   0.99997036  =   0.99989662
 MA1926!SPC PA S     -   0.99992626  x   1.00002744  =   0.99995369
 MA1926!UTM  17      -   0.99992626  x   0.99989072  =   0.99981699
 MA1926
 MA1926                          SUPERSEDED SURVEY CONTROL
 MA1926
 MA1926  NAD 83(1986)-  41 07 07.38081(N)    079 10 09.49388(W) AD(       ) 2
 MA1926  NAD 27      -  41 07 07.14580(N)    079 10 10.35630(W) AD(       ) 2
 MA1926
 MA1926.Superseded values are not recommended for survey control.
 MA1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1926.See file dsdata.txt to determine how the superseded data were derived.
 MA1926
 MA1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF5369153551(NAD 83)
 MA1926
 MA1926  HISTORY     - Date     Condition        Report By
 MA1926  HISTORY     - 1958     MONUMENTED       USE
 MA1926
 MA1926                          STATION DESCRIPTION
 MA1926
 MA1926'DESCRIBED BY US ENGINEERS 1958 (WER)
 MA1926'THE STATION IS ABOUT 1.0 MILE EAST OF SUMMERVILLE AND 1/4 MILE WEST
 MA1926'OF REDBANK CREEK, ON THE NORTH END OF A PROMINENT TIMBERED RIDGE,
 MA1926'AND IS ON PROPERTY OWNED BY MR. C.B. SMITH.  THE MARK IS 45 FEET EAST
 MA1926'OF A TRIANGULAR BLAZE ON AN 18-INCH TREE AND 5 FEET SOUTH OF A
 MA1926'TRIANGULAR BLAZE ON A 20-INCH TREE.
 MA1926'
 MA1926'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION HEATH,
 MA1926'DISTANCE BEING 15.462 METERS (50.73) FEET EAST OF
 MA1926'TRIANGULATION STATION HEATH.  THE MARK IS A U.S. ENGINEER DEPARTMENT
 MA1926'MARK, NO STAMPING, AND IS A COPPER PIN SET IN A 4 INCH X 4 INCH
 MA1926'CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1850 ***********************************************************************
 MB1850  DESIGNATION -  21 BRP 1609 ET
 MB1850  PID         -  MB1850
 MB1850  STATE/COUNTY-  PA/CRAWFORD
 MB1850  USGS QUAD   -  BLOOMING VALLEY (1981)
 MB1850
 MB1850                         *CURRENT SURVEY CONTROL
 MB1850  ___________________________________________________________________
 MB1850* NAD 83(1992)-  41 44 50.52244(N)    080 01 30.57981(W)     ADJUSTED  
 MB1850* NAVD 88     -       490.37   (+/-2cm)    1608.8    (feet)  VERTCON   
 MB1850  ___________________________________________________________________
 MB1850  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 MB1850  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 MB1850
 MB1850  HORZ ORDER  -  THIRD
 MB1850  VERT ORDER  -  THIRD ? (See Below)
 MB1850
 MB1850.The horizontal coordinates were established by classical geodetic methods
 MB1850.and adjusted by the National Geodetic Survey in June 2002..
 MB1850
 MB1850.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1850.The vertical order pertains to the NGVD 29 superseded value.
 MB1850
 MB1850.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1850
 MB1850.The geoid height was determined by GEOID03.
 MB1850
 MB1850;                    North         East     Units Scale Factor Converg.
 MB1850;SPC PA N     -   178,030.662   410,784.229   MT  0.99997339   -1 30 18.4
 MB1850;SPC PA N     -   584,088.93  1,347,714.59   sFT  0.99997339   -1 30 18.4
 MB1850;UTM  17      - 4,622,186.470   581,052.838   MT  0.99968084   +0 38 56.9
 MB1850
 MB1850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1850!SPC PA N     -   0.99992840  x   0.99997339  =   0.99990179
 MB1850!UTM  17      -   0.99992840  x   0.99968084  =   0.99960926
 MB1850
 MB1850:                Primary Azimuth Mark                     Grid Az
 MB1850:SPC PA N     -  STA 6 LINE 2                             093 22 09.5
 MB1850:UTM  17      -  STA 6 LINE 2                             091 12 54.2
 MB1850
 MB1850|---------------------------------------------------------------------|
 MB1850| PID    Reference Object                     Distance      Geod. Az  |
 MB1850|                                                           dddmmss.s |
 MB1850| MB1849 STA 6 LINE 2                        APPROX. 0.7 KM 0915151.1 |
 MB1850| MB1851 STA 4 LINE 2                        187.473 METERS 21055     |
 MB1850|---------------------------------------------------------------------|
 MB1850
 MB1850                          SUPERSEDED SURVEY CONTROL
 MB1850
 MB1850  NAD 83(1995)-  41 44 50.52983(N)    080 01 30.58109(W) AD(       ) 3
 MB1850  NAD 83(1986)-  41 44 50.52821(N)    080 01 30.58059(W) AD(       ) 3
 MB1850  NAD 27      -  41 44 50.33760(N)    080 01 31.39111(W) AD(       ) 3
 MB1850  NGVD 29 (07/19/86)  490.52   (m)         1609.3    (f) LEVELING    3  
 MB1850
 MB1850.Superseded values are not recommended for survey control.
 MB1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1850.See file dsdata.txt to determine how the superseded data were derived.
 MB1850
 MB1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG8105322186(NAD 83)
 MB1850_MARKER: DD = SURVEY DISK
 MB1850_SETTING: 0 = UNSPECIFIED SETTING
 MB1850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1850
 MB1850  HISTORY     - Date     Condition        Report By
 MB1850  HISTORY     - 1964     MONUMENTED       USGS
 MB1850
 MB1850                          STATION DESCRIPTION
 MB1850
 MB1850'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MB1850'WOODCOCK, 2.4 MI SE. OF, THENCE 1.2 MI NE. ALONG DIRT RD., 28 FT N.
 MB1850'AND 26 FT W. OF, AND 2.8 FT HIGHER THAN CENTERLINE OF CROSSROADS, IN
 MB1850'CONCRETE POST, STANDARD DISK STAMPED---21 BRP 1964 1609 ET---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0564 ***********************************************************************
 KY0564  DESIGNATION -  21 CWH
 KY0564  PID         -  KY0564
 KY0564  STATE/COUNTY-  PA/WASHINGTON
 KY0564  USGS QUAD   -  MIDWAY (1977)
 KY0564
 KY0564                         *CURRENT SURVEY CONTROL
 KY0564  ___________________________________________________________________
 KY0564* NAD 83(1986)-  40 20 18.     (N)    080 15 29.     (W)     SCALED    
 KY0564* NAVD 88     -       347.124  (meters)    1138.86   (feet)  ADJUSTED  
 KY0564  ___________________________________________________________________
 KY0564  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KY0564  DYNAMIC HT  -         346.935 (meters)    1138.24  (feet)  COMP
 KY0564  MODELED GRAV-     980,070.2   (mgal)                       NAVD 88
 KY0564
 KY0564  VERT ORDER  -  SECOND    CLASS 0
 KY0564
 KY0564.The horizontal coordinates were scaled from a topographic map and have
 KY0564.an estimated accuracy of +/- 6 seconds.
 KY0564
 KY0564.The orthometric height was determined by differential leveling
 KY0564.and adjusted by the National Geodetic Survey in June 1991..
 KY0564
 KY0564.The geoid height was determined by GEOID03.
 KY0564
 KY0564.The dynamic height is computed by dividing the NAVD 88
 KY0564.geopotential number by the normal gravity value computed on the
 KY0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0564.degrees latitude (g = 980.6199 gals.).
 KY0564
 KY0564.The modeled gravity was interpolated from observed gravity values.
 KY0564
 KY0564;                    North         East    Units  Estimated Accuracy
 KY0564;SPC PA S     -   114,620.      386,930.      MT  (+/- 180 meters Scaled)
 KY0564
 KY0564                          SUPERSEDED SURVEY CONTROL
 KY0564
 KY0564  NGVD 29 (??/??/92)  347.258  (m)         1139.30   (f) ADJ UNCH    2 0
 KY0564
 KY0564.Superseded values are not recommended for survey control.
 KY0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0564.See file dsdata.txt to determine how the superseded data were derived.
 KY0564
 KY0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE630655(NAD 83)
 KY0564_MARKER: DD = SURVEY DISK
 KY0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0564_STAMPING: 21 CWH 1949 1139
 KY0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0564+STABILITY: SURFACE MOTION
 KY0564
 KY0564  HISTORY     - Date     Condition        Report By
 KY0564  HISTORY     - 1949     MONUMENTED       USGS
 KY0564  HISTORY     - 1957     GOOD             NGS
 KY0564
 KY0564                          STATION DESCRIPTION
 KY0564
 KY0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0564'2 MI S FROM PRIMROSE.
 KY0564'0.33 MILE WEST ALONG A BLACK TOP ROAD LEADING TO MIDWAY FROM THE
 KY0564'CROSSING OF THE PENNSYLVANIA RAILROAD AT PRIMROSE, THENCE 0.4
 KY0564'MILE SOUTH ALONG A BLACK TOP ROAD, THENCE 1.25 MILES SOUTHEAST
 KY0564'ALONG A NARROW BLACK TOP AND GRAVEL ROAD LEADING TO SOUTHVIEW,
 KY0564'1.0 MILE NORTHWEST OF POST OFFICE AT SOUTHVIEW, AT THE JUNCTION
 KY0564'OF A ROAD LEADING EAST AND UPHILL, 10 1/2 FEET SOUTHWEST OF
 KY0564'CENTERLINE OF MAIN ROAD, 7 FEET SOUTH OF EXTENDED CENTERLINE OF
 KY0564'ROAD EAST, 2 1/2 FEET EAST OF A FENCE CORNER, 3/4 FEET NORTHEAST
 KY0564'OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN
 KY0564'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1832 ***********************************************************************
 KX1832  DESIGNATION -  21 EGB
 KX1832  PID         -  KX1832
 KX1832  STATE/COUNTY-  PA/INDIANA
 KX1832  USGS QUAD   -  MARION CENTER (1993)
 KX1832
 KX1832                         *CURRENT SURVEY CONTROL
 KX1832  ___________________________________________________________________
 KX1832* NAD 83(1986)-  40 49 50.     (N)    079 06 11.     (W)     SCALED    
 KX1832* NAVD 88     -       436.192  (meters)    1431.07   (feet)  ADJUSTED  
 KX1832  ___________________________________________________________________
 KX1832  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KX1832  DYNAMIC HT  -         435.975 (meters)    1430.36  (feet)  COMP
 KX1832  MODELED GRAV-     980,113.0   (mgal)                       NAVD 88
 KX1832
 KX1832  VERT ORDER  -  FIRST     CLASS II
 KX1832
 KX1832.The horizontal coordinates were scaled from a topographic map and have
 KX1832.an estimated accuracy of +/- 6 seconds.
 KX1832
 KX1832.The orthometric height was determined by differential leveling
 KX1832.and adjusted by the National Geodetic Survey in June 1991..
 KX1832
 KX1832.The geoid height was determined by GEOID03.
 KX1832
 KX1832.The dynamic height is computed by dividing the NAVD 88
 KX1832.geopotential number by the normal gravity value computed on the
 KX1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1832.degrees latitude (g = 980.6199 gals.).
 KX1832
 KX1832.The modeled gravity was interpolated from observed gravity values.
 KX1832
 KX1832;                    North         East    Units  Estimated Accuracy
 KX1832;SPC PA S     -   167,120.      485,880.      MT  (+/- 180 meters Scaled)
 KX1832
 KX1832                          SUPERSEDED SURVEY CONTROL
 KX1832
 KX1832  NGVD 29 (06/03/92)  436.361  (m)         1431.63   (f) ADJUSTED    1 2
 KX1832
 KX1832.Superseded values are not recommended for survey control.
 KX1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1832.See file dsdata.txt to determine how the superseded data were derived.
 KX1832
 KX1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF599216(NAD 83)
 KX1832_MARKER: DD = SURVEY DISK
 KX1832_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KX1832_SP_SET: HEADWALL OF CULVERT
 KX1832_STAMPING: 1432 21 EGB 1967
 KX1832_MARK LOGO: USGS  
 KX1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1832+STABILITY: SURFACE MOTION
 KX1832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX1832+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2005
 KX1832
 KX1832  HISTORY     - Date     Condition        Report By
 KX1832  HISTORY     - 1967     MONUMENTED       USGS
 KX1832  HISTORY     - 1982     GOOD             NGS
 KX1832  HISTORY     - 20040419 GOOD             PADT
 KX1832  HISTORY     - 20050321 GOOD             JCLS
 KX1832
 KX1832                          STATION DESCRIPTION
 KX1832
 KX1832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1832'7.6 KM (4.7 MI) SE FROM TRADE CITY.
 KX1832'7.6 KM (4.7 MI) SOUTHWEST ALONG STATE HIGHWAY 210 SOUTH FROM THE
 KX1832'JUNCTION OF STATE HIGHWAY 954 IN TRADE CITY, TO THE MARK TO THE LEFT,
 KX1832'AT THE CROSSROAD IN THE SOUTHWEST ANGLE OF LEWIS ROAD.  6.4 METERS
 KX1832'(21.0 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 210 SOUTH, 14.3
 KX1832'METERS (47.0 FT) WEST OF THE CENTERLINE OF COUNTY ROAD LEWIS ROAD, 5.8
 KX1832'METERS (19.0 FT) EAST OF A GUY POLE.
 KX1832'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 KX1832
 KX1832                          STATION RECOVERY (2004)
 KX1832
 KX1832'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (BJA)
 KX1832'RECOVERED IN GOOD CONDITION.
 KX1832
 KX1832                          STATION RECOVERY (2005)
 KX1832
 KX1832'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 KX1832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1541 ***********************************************************************
 KX1541  DESIGNATION -  21 L
 KX1541  PID         -  KX1541
 KX1541  STATE/COUNTY-  PA/WESTMORELAND
 KX1541  USGS QUAD   -  NEW KENSINGTON WEST (1993)
 KX1541
 KX1541                         *CURRENT SURVEY CONTROL
 KX1541  ___________________________________________________________________
 KX1541* NAD 83(1986)-  40 35 28.     (N)    079 45 43.     (W)     SCALED    
 KX1541* NAVD 88     -       239.579  (meters)     786.02   (feet)  ADJUSTED  
 KX1541  ___________________________________________________________________
 KX1541  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 KX1541  DYNAMIC HT  -         239.458 (meters)     785.62  (feet)  COMP
 KX1541  MODELED GRAV-     980,115.9   (mgal)                       NAVD 88
 KX1541
 KX1541  VERT ORDER  -  FIRST     CLASS II
 KX1541
 KX1541.The horizontal coordinates were scaled from a topographic map and have
 KX1541.an estimated accuracy of +/- 6 seconds.
 KX1541
 KX1541.The orthometric height was determined by differential leveling
 KX1541.and adjusted by the National Geodetic Survey in June 1991..
 KX1541
 KX1541.The geoid height was determined by GEOID03.
 KX1541
 KX1541.The dynamic height is computed by dividing the NAVD 88
 KX1541.geopotential number by the normal gravity value computed on the
 KX1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1541.degrees latitude (g = 980.6199 gals.).
 KX1541
 KX1541.The modeled gravity was interpolated from observed gravity values.
 KX1541
 KX1541;                    North         East    Units  Estimated Accuracy
 KX1541;SPC PA S     -   141,600.      429,700.      MT  (+/- 180 meters Scaled)
 KX1541
 KX1541                          SUPERSEDED SURVEY CONTROL
 KX1541
 KX1541  NGVD 29 (??/??/92)  239.752  (m)          786.59   (f) ADJ UNCH    1 2
 KX1541
 KX1541.Superseded values are not recommended for survey control.
 KX1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1541.See file dsdata.txt to determine how the superseded data were derived.
 KX1541
 KX1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE047941(NAD 83)
 KX1541_MARKER: B = BOLT
 KX1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1541_STAMPING: 21 L USED
 KX1541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1541+STABILITY: SURFACE MOTION
 KX1541
 KX1541  HISTORY     - Date     Condition        Report By
 KX1541  HISTORY     - UNK      MONUMENTED       DOD
 KX1541  HISTORY     - 1941     GOOD             NGS
 KX1541  HISTORY     - 20010914 MARK NOT FOUND   NGS
 KX1541
 KX1541                          STATION DESCRIPTION
 KX1541
 KX1541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1541'10 MI SW FROM SCHENLEY.
 KX1541'IN WESTMORELAND COUNTY, ABOUT 10 MILES SOUTHWEST ALONG THE
 KX1541'PENNSYLVANIA RAILROAD FROM SCHENLEY, ARMSTRONG COUNTY, 0.5 MILE
 KX1541'UPSTREAM FROM THE STREET CROSSING AT VALLEY CAMP, 353 FEET
 KX1541'DOWNSTREAM FROM MILEPOST 20, AND 10.6 FEET RIVERWARD OF THE
 KX1541'RIVER RAIL.  A COPPER BOLT, STAMPED 21 L USED AND SET IN THE
 KX1541'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KX1541
 KX1541                          STATION RECOVERY (2001)
 KX1541
 KX1541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JMW)
 KX1541'ALL REFERENCES ARE GONE SINCE THE RAILROAD HAS BEEN GRADED FLAT AND IS
 KX1541'NOW A BIKE AND
 KX1541'HIKING TRAIL.
 KX1541'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1419 ***********************************************************************
 MA1419  DESIGNATION -  21 N
 MA1419  PID         -  MA1419
 MA1419  STATE/COUNTY-  PA/VENANGO
 MA1419  USGS QUAD   -  UTICA (1977)
 MA1419
 MA1419                         *CURRENT SURVEY CONTROL
 MA1419  ___________________________________________________________________
 MA1419* NAD 83(1986)-  41 27 36.     (N)    079 55 57.     (W)     SCALED    
 MA1419* NAVD 88     -       350.704  (meters)    1150.60   (feet)  ADJUSTED  
 MA1419  ___________________________________________________________________
 MA1419  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 MA1419  DYNAMIC HT  -         350.555 (meters)    1150.11  (feet)  COMP
 MA1419  MODELED GRAV-     980,189.1   (mgal)                       NAVD 88
 MA1419
 MA1419  VERT ORDER  -  FIRST     CLASS II
 MA1419
 MA1419.The horizontal coordinates were scaled from a topographic map and have
 MA1419.an estimated accuracy of +/- 6 seconds.
 MA1419
 MA1419.The orthometric height was determined by differential leveling
 MA1419.and adjusted by the National Geodetic Survey in June 1991..
 MA1419.WARNING-Repeat measurements at this control monument indicate possible
 MA1419.vertical movement.
 MA1419
 MA1419.The geoid height was determined by GEOID03.
 MA1419
 MA1419.The dynamic height is computed by dividing the NAVD 88
 MA1419.geopotential number by the normal gravity value computed on the
 MA1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1419.degrees latitude (g = 980.6199 gals.).
 MA1419
 MA1419.The modeled gravity was interpolated from observed gravity values.
 MA1419
 MA1419;                    North         East    Units  Estimated Accuracy
 MA1419;SPC PA N     -   145,930.      417,690.      MT  (+/- 180 meters Scaled)
 MA1419
 MA1419                          SUPERSEDED SURVEY CONTROL
 MA1419
 MA1419  NGVD 29 (06/03/92)  350.860  (m)         1151.11   (f) ADJUSTED    1 2
 MA1419
 MA1419.Superseded values are not recommended for survey control.
 MA1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1419.See file dsdata.txt to determine how the superseded data were derived.
 MA1419
 MA1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF891903(NAD 83)
 MA1419_MARKER: DD = SURVEY DISK
 MA1419_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1419_SP_SET: BRIDGE
 MA1419_STAMPING: 21 N USGS 1962
 MA1419_MARK LOGO: PADH  
 MA1419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1419
 MA1419  HISTORY     - Date     Condition        Report By
 MA1419  HISTORY     - 1962     MONUMENTED       PADH
 MA1419  HISTORY     - 1967     GOOD             NGS
 MA1419  HISTORY     - 1982     GOOD             NGS
 MA1419
 MA1419                          STATION DESCRIPTION
 MA1419
 MA1419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1419'2.1 MI NE FROM UTICA.
 MA1419'ABOUT 2.1 MILES NORTHEAST ALONG A MACADAM ROAD FROM THE BRIDGE
 MA1419'OVER FRENCH CREEK IN UTICA, SET IN THE TOP OF THE NORTHWEST
 MA1419'WINGWALL OF A BRIDGE, 20 FEET NORTH OF THE APPROXIMATE CENTER
 MA1419'OF THE HIGHWAY, AND IS ABOUT LEVEL WITH THE HIGHWAY.
 MA1419
 MA1419                          STATION RECOVERY (1982)
 MA1419
 MA1419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MA1419'RECOVERED IN GOOD CONDITION.
 MA1419'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1924 ***********************************************************************
 MA1924  DESIGNATION -  21 RM
 MA1924  PID         -  MA1924
 MA1924  STATE/COUNTY-  PA/JEFFERSON
 MA1924  USGS QUAD   -  SUMMERVILLE (1969)
 MA1924
 MA1924                         *CURRENT SURVEY CONTROL
 MA1924  ___________________________________________________________________
 MA1924* NAD 83(1992)-  41 07 07.39783(N)    079 10 10.73659(W)     ADJUSTED  
 MA1924* NAVD 88     -       503.     (meters)    1650.     (feet)  SCALED    
 MA1924  ___________________________________________________________________
 MA1924  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 MA1924  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 MA1924
 MA1924  HORZ ORDER  -  SECOND
 MA1924
 MA1924.The horizontal coordinates were established by classical geodetic methods
 MA1924.and adjusted by the National Geodetic Survey in June 2002..
 MA1924
 MA1924.The orthometric height was scaled from a topographic map.
 MA1924
 MA1924.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1924
 MA1924.The geoid height was determined by GEOID03.
 MA1924
 MA1924;                    North         East     Units Scale Factor Converg.
 MA1924;SPC PA N     -   106,706.183   480,781.016   MT  0.99997036   -0 56 21.0
 MA1924;SPC PA N     -   350,085.20  1,577,362.38   sFT  0.99997036   -0 56 21.0
 MA1924;SPC PA S     -   199,207.501   480,774.006   MT  1.00002744   -0 55 15.8
 MA1924;SPC PA S     -   653,566.61  1,577,339.38   sFT  1.00002744   -0 55 15.8
 MA1924;UTM  17      - 4,553,550.800   653,662.355   MT  0.99989061   +1 12 14.1
 MA1924
 MA1924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1924!SPC PA N     -   0.99992626  x   0.99997036  =   0.99989662
 MA1924!SPC PA S     -   0.99992626  x   1.00002744  =   0.99995369
 MA1924!UTM  17      -   0.99992626  x   0.99989061  =   0.99981688
 MA1924
 MA1924                          SUPERSEDED SURVEY CONTROL
 MA1924
 MA1924  NAD 83(1986)-  41 07 07.39947(N)    079 10 10.73957(W) AD(       ) 2
 MA1924  NAD 27      -  41 07 07.16450(N)    079 10 11.60200(W) AD(       ) 2
 MA1924
 MA1924.Superseded values are not recommended for survey control.
 MA1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1924.See file dsdata.txt to determine how the superseded data were derived.
 MA1924
 MA1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF5366253551(NAD 83)
 MA1924
 MA1924  HISTORY     - Date     Condition        Report By
 MA1924  HISTORY     - 1958     MONUMENTED       USE
 MA1924
 MA1924                          STATION DESCRIPTION
 MA1924
 MA1924'DESCRIBED BY US ENGINEERS 1958 (WER)
 MA1924'THE STATION IS ABOUT 1.0 MILE EAST OF SUMMERVILLE AND 1/4 MILE WEST
 MA1924'OF REDBANK CREEK, ON THE NORTH END OF A PROMINENT TIMBERED RIDGE,
 MA1924'AND IS ON PROPERTY OWNED BY MR. C.B. SMITH.  THE MARK 49 FEET WEST OF
 MA1924'A TRIANGULAR BLAZE ON AN 18-INCH TREE AND 47 FEET NORTHWEST OF A
 MA1924'TRIANGULAR BLAZE ON A 16-INCH TREE.
 MA1924'
 MA1924'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION HEATH,
 MA1924'DISTANCE BEING 15.485 METERS (50.80 FEET) WEST- NORTHWEST OF
 MA1924'STATION HEATH.  THE MARK IS A U.S. ENGINEER DEPARTMENT MARK, NO
 MA1924'STAMPING, AND IS A CROSS ON A 1-INCH BOLT SET IN A 6 INCH X 6 INCH
 MA1924'CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1168 ***********************************************************************
 KX1168  DESIGNATION -  2106
 KX1168  PID         -  KX1168
 KX1168  STATE/COUNTY-  PA/SOMERSET
 KX1168  USGS QUAD   -  SOMERSET (1973)
 KX1168
 KX1168                         *CURRENT SURVEY CONTROL
 KX1168  ___________________________________________________________________
 KX1168* NAD 83(1986)-  40 00 26.     (N)    079 04 28.     (W)     SCALED    
 KX1168* NAVD 88     -       641.699  (meters)    2105.31   (feet)  ADJUSTED  
 KX1168  ___________________________________________________________________
 KX1168  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 KX1168  DYNAMIC HT  -         641.312 (meters)    2104.04  (feet)  COMP
 KX1168  MODELED GRAV-     980,000.2   (mgal)                       NAVD 88
 KX1168
 KX1168  VERT ORDER  -  SECOND    CLASS 0
 KX1168
 KX1168.The horizontal coordinates were scaled from a topographic map and have
 KX1168.an estimated accuracy of +/- 6 seconds.
 KX1168
 KX1168.The orthometric height was determined by differential leveling
 KX1168.and adjusted by the National Geodetic Survey in June 1991..
 KX1168
 KX1168.The geoid height was determined by GEOID03.
 KX1168
 KX1168.The dynamic height is computed by dividing the NAVD 88
 KX1168.geopotential number by the normal gravity value computed on the
 KX1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1168.degrees latitude (g = 980.6199 gals.).
 KX1168
 KX1168.The modeled gravity was interpolated from observed gravity values.
 KX1168
 KX1168;                    North         East    Units  Estimated Accuracy
 KX1168;SPC PA S     -    75,670.      486,920.      MT  (+/- 180 meters Scaled)
 KX1168
 KX1168                          SUPERSEDED SURVEY CONTROL
 KX1168
 KX1168  NGVD 29 (??/??/92)  641.811  (m)         2105.67   (f) ADJ UNCH    2 0
 KX1168
 KX1168.Superseded values are not recommended for survey control.
 KX1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1168.See file dsdata.txt to determine how the superseded data were derived.
 KX1168
 KX1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE643303(NAD 83)
 KX1168_MARKER: DD = SURVEY DISK
 KX1168_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1168_SP_SET: BUILDING
 KX1168_STAMPING: 2106 1908
 KX1168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1168
 KX1168  HISTORY     - Date     Condition        Report By
 KX1168  HISTORY     - 1908     MONUMENTED       USGS
 KX1168  HISTORY     - 1954     GOOD             NGS
 KX1168  HISTORY     - 1967     GOOD             NGS
 KX1168  HISTORY     - 20040520 MARK NOT FOUND   USPSQD
 KX1168
 KX1168                          STATION DESCRIPTION
 KX1168
 KX1168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KX1168'AT SOMERSET.
 KX1168'AT SOMERSET, ALONG THE BALTIMORE AND OHIO RAILROAD, SET
 KX1168'VERTICALLY IN THE EAST WALL OF THE ABANDONED BALTIMORE AND OHIO
 KX1168'STATION, 57 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 KX1168'PRESENT STATION, 44 YARDS SOUTH OF THE INTERSECTION OF EAST
 KX1168'PATRIOT STREET AND SOUTH PLEASANT AVENUE, 36.6 FEET WEST OF THE
 KX1168'WEST RAIL OF A SIDE TRACK, 1.2 FEET SOUTH OF THE NORTHEAST CORNER
 KX1168'OF THE BUILDING AND 0.3 FOOT ABOVE THE GROUND.
 KX1168
 KX1168                          STATION RECOVERY (1967)
 KX1168
 KX1168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KX1168'RECOVERED IN GOOD CONDITION.
 KX1168
 KX1168                          STATION RECOVERY (2004)
 KX1168
 KX1168'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 KX1168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0559 ***********************************************************************
 JW0559  DESIGNATION -  211
 JW0559  PID         -  JW0559
 JW0559  STATE/COUNTY-  PA/SOMERSET
 JW0559  USGS QUAD   -  CONFLUENCE (1994)
 JW0559
 JW0559                         *CURRENT SURVEY CONTROL
 JW0559  ___________________________________________________________________
 JW0559* NAD 83(1986)-  39 49 57.     (N)    079 15 27.     (W)     SCALED    
 JW0559* NAVD 88     -       490.140  (meters)    1608.07   (feet)  ADJUSTED  
 JW0559  ___________________________________________________________________
 JW0559  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JW0559  DYNAMIC HT  -         489.829 (meters)    1607.05  (feet)  COMP
 JW0559  MODELED GRAV-     979,977.4   (mgal)                       NAVD 88
 JW0559
 JW0559  VERT ORDER  -  FIRST     CLASS II
 JW0559
 JW0559.The horizontal coordinates were scaled from a topographic map and have
 JW0559.an estimated accuracy of +/- 6 seconds.
 JW0559
 JW0559.The orthometric height was determined by differential leveling
 JW0559.and adjusted by the National Geodetic Survey in June 1991..
 JW0559
 JW0559.The geoid height was determined by GEOID03.
 JW0559
 JW0559.The dynamic height is computed by dividing the NAVD 88
 JW0559.geopotential number by the normal gravity value computed on the
 JW0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0559.degrees latitude (g = 980.6199 gals.).
 JW0559
 JW0559.The modeled gravity was interpolated from observed gravity values.
 JW0559
 JW0559;                    North         East    Units  Estimated Accuracy
 JW0559;SPC PA S     -    56,530.      470,960.      MT  (+/- 180 meters Scaled)
 JW0559
 JW0559                          SUPERSEDED SURVEY CONTROL
 JW0559
 JW0559  NGVD 29 (??/??/92)  490.257  (m)         1608.45   (f) ADJ UNCH    1 2
 JW0559
 JW0559.Superseded values are not recommended for survey control.
 JW0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0559.See file dsdata.txt to determine how the superseded data were derived.
 JW0559
 JW0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE491106(NAD 83)
 JW0559_MARKER: B = BOLT
 JW0559_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0559_SP_SET: TUNNEL
 JW0559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0559
 JW0559  HISTORY     - Date     Condition        Report By
 JW0559  HISTORY     - UNK      MONUMENTED       BORR
 JW0559  HISTORY     - 1935     GOOD             NGS
 JW0559
 JW0559                          STATION DESCRIPTION
 JW0559
 JW0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0559'5.6 MI SW FROM CASSELMAN.
 JW0559'5.6 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0559'STATION AT CASSELMAN, SOMERSET COUNTY, ON THE SOUTHEAST SIDE OF
 JW0559'THE TRACK, AT SHOO FLY TUNNEL, AND IN THE FOUNDATION OF THE
 JW0559'NORTHEAST PORTAL.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0085 ***********************************************************************
 JV0085  DESIGNATION -  211 USGS
 JV0085  PID         -  JV0085
 JV0085  STATE/COUNTY-  PA/LANCASTER
 JV0085  USGS QUAD   -  CONESTOGA (1990)
 JV0085
 JV0085                         *CURRENT SURVEY CONTROL
 JV0085  ___________________________________________________________________
 JV0085* NAD 83(1986)-  39 54 46.     (N)    076 22 27.     (W)     SCALED    
 JV0085* NAVD 88     -        64.327  (meters)     211.05   (feet)  POSTED    
 JV0085  ___________________________________________________________________
 JV0085  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 JV0085  DYNAMIC HT  -          64.300 (meters)     210.96  (feet)  COMP
 JV0085  MODELED GRAV-     980,125.9   (mgal)                       NAVD 88
 JV0085
 JV0085  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JV0085
 JV0085.The horizontal coordinates were scaled from a topographic map and have
 JV0085.an estimated accuracy of +/- 6 seconds.
 JV0085
 JV0085.The orthometric height was determined by differential leveling
 JV0085.and adjusted by the National Geodetic Survey in 1992..
 JV0085.No vertical observational check was made to the station.
 JV0085.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JV0085.was located on a no-check spur therefore a value was not computed.
 JV0085
 JV0085.The geoid height was determined by GEOID03.
 JV0085
 JV0085.The dynamic height is computed by dividing the NAVD 88
 JV0085.geopotential number by the normal gravity value computed on the
 JV0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0085.degrees latitude (g = 980.6199 gals.).
 JV0085
 JV0085.The modeled gravity was interpolated from observed gravity values.
 JV0085
 JV0085;                    North         East    Units  Estimated Accuracy
 JV0085;SPC PA S     -    65,260.      717,630.      MT  (+/- 180 meters Scaled)
 JV0085
 JV0085                          SUPERSEDED SURVEY CONTROL
 JV0085
 JV0085  NGVD 29 (??/??/??)   64.599  (m)          211.94   (f) ADJUSTED    1 2
 JV0085
 JV0085.Superseded values are not recommended for survey control.
 JV0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0085.See file dsdata.txt to determine how the superseded data were derived.
 JV0085
 JV0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK825189(NAD 83)
 JV0085_MARKER: DD = SURVEY DISK
 JV0085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV0085_SP_SET: WALL
 JV0085_STAMPING: 211
 JV0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV0085
 JV0085  HISTORY     - Date     Condition        Report By
 JV0085  HISTORY     - UNK      MONUMENTED       USGS
 JV0085  HISTORY     - 1955     GOOD             CGS
 JV0085
 JV0085                          STATION DESCRIPTION
 JV0085
 JV0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JV0085'1.2 MI SE FROM SAFE HARBOR.
 JV0085'ABOUT 1.25 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 JV0085'THE NORTHEAST END OF DAM ACROSS SUSQUEHANNA RIVER AT SAFE HARBOR,
 JV0085'132 1/2 FEET NORTH OF MILE POST 32, 58.3 FEET NORTH OF NORTHWEST
 JV0085'CORNER OF THE EAST CONCRETE HEAD WALL OF AN 8-FOOT CULVERT
 JV0085'UNDER TRACK FOR BOATMANS HOLLOW, SET VERTICALLY IN WEST FACE
 JV0085'OF A STONE MASONRY RETAINING WALL, 8 FEET EAST OF EAST RAIL
 JV0085'OF EAST TRACK AND ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1830 ***********************************************************************
 KW1830  DESIGNATION -  21.17 PRR
 KW1830  PID         -  KW1830
 KW1830  STATE/COUNTY-  PA/CUMBERLAND
 KW1830  USGS QUAD   -  CARLISLE (1984)
 KW1830
 KW1830                         *CURRENT SURVEY CONTROL
 KW1830  ___________________________________________________________________
 KW1830* NAD 83(1986)-  40 12 03.     (N)    077 14 34.     (W)     SCALED    
 KW1830* NAVD 88     -       143.788  (meters)     471.74   (feet)  ADJUSTED  
 KW1830  ___________________________________________________________________
 KW1830  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 KW1830  DYNAMIC HT  -         143.714 (meters)     471.50  (feet)  COMP
 KW1830  MODELED GRAV-     980,111.4   (mgal)                       NAVD 88
 KW1830
 KW1830  VERT ORDER  -  FIRST     CLASS II
 KW1830
 KW1830.The horizontal coordinates were scaled from a topographic map and have
 KW1830.an estimated accuracy of +/- 6 seconds.
 KW1830
 KW1830.The orthometric height was determined by differential leveling
 KW1830.and adjusted by the National Geodetic Survey in June 1991..
 KW1830
 KW1830.The geoid height was determined by GEOID03.
 KW1830
 KW1830.The dynamic height is computed by dividing the NAVD 88
 KW1830.geopotential number by the normal gravity value computed on the
 KW1830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1830.degrees latitude (g = 980.6199 gals.).
 KW1830
 KW1830.The modeled gravity was interpolated from observed gravity values.
 KW1830
 KW1830;                    North         East    Units  Estimated Accuracy
 KW1830;SPC PA S     -    96,450.      643,190.      MT  (+/- 180 meters Scaled)
 KW1830
 KW1830                          SUPERSEDED SURVEY CONTROL
 KW1830
 KW1830  NGVD 29 (??/??/??)  144.001  (m)          472.44   (f) ADJUSTED    1 2
 KW1830
 KW1830.Superseded values are not recommended for survey control.
 KW1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1830.See file dsdata.txt to determine how the superseded data were derived.
 KW1830
 KW1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK091524(NAD 83)
 KW1830_MARKER: B = BOLT
 KW1830_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1830_SP_SET: BRIDGE
 KW1830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1830
 KW1830  HISTORY     - Date     Condition        Report By
 KW1830  HISTORY     - UNK      MONUMENTED       PRR
 KW1830  HISTORY     - 1952     GOOD             CGS
 KW1830  HISTORY     - 20060327 MARK NOT FOUND   GEOCAC
 KW1830
 KW1830                          STATION DESCRIPTION
 KW1830
 KW1830'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KW1830'2.5 MI NE FROM GREASON.
 KW1830'2.5 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1830'STATION AT GREASON, CUMBERLAND COUNTY, AT BRIDGE 21.17 OVER A
 KW1830'HIGHWAY, AND IN THE TOP OF THE SOUTH WALL.  A BRASS BOLT.
 KW1830'NOTE-- THE MARK IS 15.65 FEET ABOVE THE CENTER OF THE ROAD, ON
 KW1830'THE SOUTH SIDE OF BRIDGE, 6.5 FEET SOUTH OF SOUTH RAIL AND RAIL
 KW1830'IS 1.8 FEET HIGHER.
 KW1830
 KW1830                          STATION RECOVERY (2006)
 KW1830
 KW1830'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW1830'BRIDGE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0560 ***********************************************************************
 JW0560  DESIGNATION -  212
 JW0560  PID         -  JW0560
 JW0560  STATE/COUNTY-  PA/SOMERSET
 JW0560  USGS QUAD   -  CONFLUENCE (1994)
 JW0560
 JW0560                         *CURRENT SURVEY CONTROL
 JW0560  ___________________________________________________________________
 JW0560* NAD 83(1986)-  39 49 47.     (N)    079 16 24.     (W)     SCALED    
 JW0560* NAVD 88     -       481.964  (meters)    1581.24   (feet)  ADJUSTED  
 JW0560  ___________________________________________________________________
 JW0560  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 JW0560  DYNAMIC HT  -         481.663 (meters)    1580.26  (feet)  COMP
 JW0560  MODELED GRAV-     979,987.7   (mgal)                       NAVD 88
 JW0560
 JW0560  VERT ORDER  -  FIRST     CLASS II
 JW0560
 JW0560.The horizontal coordinates were scaled from a topographic map and have
 JW0560.an estimated accuracy of +/- 6 seconds.
 JW0560
 JW0560.The orthometric height was determined by differential leveling
 JW0560.and adjusted by the National Geodetic Survey in June 1991..
 JW0560
 JW0560.The geoid height was determined by GEOID03.
 JW0560
 JW0560.The dynamic height is computed by dividing the NAVD 88
 JW0560.geopotential number by the normal gravity value computed on the
 JW0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0560.degrees latitude (g = 980.6199 gals.).
 JW0560
 JW0560.The modeled gravity was interpolated from observed gravity values.
 JW0560
 JW0560;                    North         East    Units  Estimated Accuracy
 JW0560;SPC PA S     -    56,240.      469,600.      MT  (+/- 180 meters Scaled)
 JW0560
 JW0560                          SUPERSEDED SURVEY CONTROL
 JW0560
 JW0560  NGVD 29 (??/??/92)  482.087  (m)         1581.65   (f) ADJ UNCH    1 2
 JW0560
 JW0560.Superseded values are not recommended for survey control.
 JW0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0560.See file dsdata.txt to determine how the superseded data were derived.
 JW0560
 JW0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE477102(NAD 83)
 JW0560_MARKER: Q = CHISELED SQUARE
 JW0560_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0560_SP_SET: STEP
 JW0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0560
 JW0560  HISTORY     - Date     Condition        Report By
 JW0560  HISTORY     - UNK      MONUMENTED       BORR
 JW0560  HISTORY     - 1935     GOOD             NGS
 JW0560
 JW0560                          STATION DESCRIPTION
 JW0560
 JW0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0560'5.5 MI NE FROM CONFLUENCE.
 JW0560'5.5 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0560'STATION AT CONFLUENCE, SOMERSET COUNTY, 95 FEET NORTHEAST OF THE
 JW0560'NORTHEAST END OF THE STATION AT FORT HILL, AT THE NORTHEAST END OF
 JW0560'AN ARC, ON THE EAST CORNER OF THE TOP STEP, 12 FEET SOUTHEAST OF
 JW0560'THE SOUTHEAST RAIL OF THE EAST BOUND TRACK, AND 4.5 FEET SOUTHEAST
 JW0560'OF THE MAIL CRANE.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1415 ***********************************************************************
 LZ1415  DESIGNATION -  2122.7
 LZ1415  PID         -  LZ1415
 LZ1415  STATE/COUNTY-  PA/POTTER
 LZ1415  USGS QUAD   -  ULYSSES (1969)
 LZ1415
 LZ1415                         *CURRENT SURVEY CONTROL
 LZ1415  ___________________________________________________________________
 LZ1415* NAD 83(1986)-  41 52 48.     (N)    077 48 48.     (W)     SCALED    
 LZ1415* NAVD 88     -       646.97   (+/-2cm)    2122.6    (feet)  VERTCON   
 LZ1415  ___________________________________________________________________
 LZ1415  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 LZ1415
 LZ1415  VERT ORDER  -  ? (See Below)
 LZ1415
 LZ1415.The horizontal coordinates were scaled from a topographic map and have
 LZ1415.an estimated accuracy of +/- 6 seconds.
 LZ1415
 LZ1415.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1415.The vertical order pertains to the NGVD 29 superseded value.
 LZ1415
 LZ1415.The geoid height was determined by GEOID03.
 LZ1415
 LZ1415;                    North         East    Units  Estimated Accuracy
 LZ1415;SPC PA N     -   190,280.      594,740.      MT  (+/- 180 meters Scaled)
 LZ1415
 LZ1415                          SUPERSEDED SURVEY CONTROL
 LZ1415
 LZ1415  NGVD 29 (??/??/92)  647.088  (m)         2122.99   (f) ADJ UNCH    ?  
 LZ1415
 LZ1415.Superseded values are not recommended for survey control.
 LZ1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1415.See file dsdata.txt to determine how the superseded data were derived.
 LZ1415
 LZ1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM665402(NAD 83)
 LZ1415_MARKER: N = NAIL
 LZ1415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1415_SP_SET: APPLE TREE
 LZ1415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1415
 LZ1415  HISTORY     - Date     Condition        Report By
 LZ1415  HISTORY     - UNK      MONUMENTED       USGS
 LZ1415  HISTORY     - 1934     GOOD             NGS
 LZ1415
 LZ1415                          STATION DESCRIPTION
 LZ1415
 LZ1415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1415'3.1 MI W FROM ULYSSES.
 LZ1415'3.1 MILES WEST ALONG STATE HIGHWAY 49 FROM ULYSSS, POTTER COUNTY,
 LZ1415'AT NEWFIELD, ABOUT 425 FEET EAST OF BENCH MARK T.T.S. 56 E
 LZ1415'(U.S.G.S.), DESCRIBED ABOVE, ABOUT 50 FEET SOUTH OF THE CENTER
 LZ1415'LINE OF THE HIGHWAY, NEAR A FORK LEADING NORTH, AND IN A 12-INCH
 LZ1415'APPLE TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER
 LZ1415'NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0563 ***********************************************************************
 JW0563  DESIGNATION -  213
 JW0563  PID         -  JW0563
 JW0563  STATE/COUNTY-  PA/SOMERSET
 JW0563  USGS QUAD   -  CONFLUENCE (1994)
 JW0563
 JW0563                         *CURRENT SURVEY CONTROL
 JW0563  ___________________________________________________________________
 JW0563* NAD 83(1986)-  39 49 42.     (N)    079 17 43.     (W)     SCALED    
 JW0563* NAVD 88     -       472.135  (meters)    1549.00   (feet)  ADJUSTED  
 JW0563  ___________________________________________________________________
 JW0563  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 JW0563  DYNAMIC HT  -         471.848 (meters)    1548.05  (feet)  COMP
 JW0563  MODELED GRAV-     980,003.7   (mgal)                       NAVD 88
 JW0563
 JW0563  VERT ORDER  -  FIRST     CLASS II
 JW0563
 JW0563.The horizontal coordinates were scaled from a topographic map and have
 JW0563.an estimated accuracy of +/- 6 seconds.
 JW0563
 JW0563.The orthometric height was determined by differential leveling
 JW0563.and adjusted by the National Geodetic Survey in June 1991..
 JW0563
 JW0563.The geoid height was determined by GEOID03.
 JW0563
 JW0563.The dynamic height is computed by dividing the NAVD 88
 JW0563.geopotential number by the normal gravity value computed on the
 JW0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0563.degrees latitude (g = 980.6199 gals.).
 JW0563
 JW0563.The modeled gravity was interpolated from observed gravity values.
 JW0563
 JW0563;                    North         East    Units  Estimated Accuracy
 JW0563;SPC PA S     -    56,120.      467,720.      MT  (+/- 180 meters Scaled)
 JW0563
 JW0563                          SUPERSEDED SURVEY CONTROL
 JW0563
 JW0563  NGVD 29 (??/??/92)  472.268  (m)         1549.43   (f) ADJ UNCH    1 2
 JW0563
 JW0563.Superseded values are not recommended for survey control.
 JW0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0563.See file dsdata.txt to determine how the superseded data were derived.
 JW0563
 JW0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE458100(NAD 83)
 JW0563_MARKER: B = BOLT
 JW0563_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0563_SP_SET: TUNNEL
 JW0563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0563
 JW0563  HISTORY     - Date     Condition        Report By
 JW0563  HISTORY     - UNK      MONUMENTED       BORR
 JW0563  HISTORY     - 1935     GOOD             NGS
 JW0563
 JW0563                          STATION DESCRIPTION
 JW0563
 JW0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0563'4.2 MI NE FROM CONFLUENCE.
 JW0563'4.2 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0563'STATION AT CONFLUENCE, SOMERSET COUNTY, AT THE NORTHEAST END OF
 JW0563'BROOK TUNNEL, IN THE NORTH CORNER OF THE WATER SHELF OF THE EAST
 JW0563'PORTAL, 2.6 FEET NORTHEAST AND 4 FEET SOUTHEAST OF THE CORNER OF
 JW0563'THE SOUTHEAST INSIDE WALL, AND 16 FEET SOUTHEAST OF THE SOUTHEAST
 JW0563'RAIL.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0621 ***********************************************************************
 KW0621  DESIGNATION -  21+30 RDGRR
 KW0621  PID         -  KW0621
 KW0621  STATE/COUNTY-  PA/LANCASTER
 KW0621  USGS QUAD   -  LITITZ (1995)
 KW0621
 KW0621                         *CURRENT SURVEY CONTROL
 KW0621  ___________________________________________________________________
 KW0621* NAD 83(1986)-  40 09 32.     (N)    076 18 51.     (W)     SCALED    
 KW0621* NAVD 88     -       114.269  (meters)     374.90   (feet)  ADJUSTED  
 KW0621  ___________________________________________________________________
 KW0621  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 KW0621  DYNAMIC HT  -         114.208 (meters)     374.70  (feet)  COMP
 KW0621  MODELED GRAV-     980,090.9   (mgal)                       NAVD 88
 KW0621
 KW0621  VERT ORDER  -  SECOND    CLASS 0
 KW0621
 KW0621.The horizontal coordinates were scaled from a topographic map and have
 KW0621.an estimated accuracy of +/- 6 seconds.
 KW0621
 KW0621.The orthometric height was determined by differential leveling
 KW0621.and adjusted by the National Geodetic Survey in June 1991..
 KW0621
 KW0621.The geoid height was determined by GEOID03.
 KW0621
 KW0621.The dynamic height is computed by dividing the NAVD 88
 KW0621.geopotential number by the normal gravity value computed on the
 KW0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0621.degrees latitude (g = 980.6199 gals.).
 KW0621
 KW0621.The modeled gravity was interpolated from observed gravity values.
 KW0621
 KW0621;                    North         East    Units  Estimated Accuracy
 KW0621;SPC PA S     -    92,660.      722,320.      MT  (+/- 180 meters Scaled)
 KW0621
 KW0621                          SUPERSEDED SURVEY CONTROL
 KW0621
 KW0621  NGVD 29 (??/??/??)  114.492  (m)          375.63   (f) ADJUSTED    2 0
 KW0621
 KW0621.Superseded values are not recommended for survey control.
 KW0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0621.See file dsdata.txt to determine how the superseded data were derived.
 KW0621
 KW0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK880462(NAD 83)
 KW0621_MARKER: Q = CHISELED SQUARE
 KW0621_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0621_SP_SET: CULVERT
 KW0621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0621
 KW0621  HISTORY     - Date     Condition        Report By
 KW0621  HISTORY     - UNK      MONUMENTED       RDGRR
 KW0621  HISTORY     - 1935     GOOD             CGS
 KW0621  HISTORY     - 1954     GOOD             CGS
 KW0621  HISTORY     - 20051119 GOOD             GEOCAC
 KW0621
 KW0621                          STATION DESCRIPTION
 KW0621
 KW0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0621'0.4 MI W FROM LITITZ.
 KW0621'ABOUT 0.4 MILE WEST ALONG THE READING CO. RAILWAY FROM THE STATION
 KW0621'AT LITITZ, LANCASTER COUNTY, 1 POLE WEST OF POLE 21+30, ON THE
 KW0621'TOP OF THE NORTH END OF A CONCRETE CULVERT, AND 15 FEET NORTH
 KW0621'OF THE TRACK.  A CHISELED SQUARE.
 KW0621
 KW0621                          STATION RECOVERY (1954)
 KW0621
 KW0621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 KW0621'RECOVERED IN GOOD CONDITION.
 KW0621
 KW0621                          STATION RECOVERY (2005)
 KW0621
 KW0621'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0621'SQUARE IS ON THE NORTHEAST CORNER OF THE CULVERT. CORNER IS CHIPPED
 KW0621'BUT SQUARE CAN BE SEEN EASILY.
 KW0621' 
 KW0621'N 40 09 32.6 W 076 18 52.1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1374 ***********************************************************************
 LZ1374  DESIGNATION -  2137
 LZ1374  PID         -  LZ1374
 LZ1374  STATE/COUNTY-  PA/POTTER
 LZ1374  USGS QUAD   -  CHERRY SPRINGS (1994)
 LZ1374
 LZ1374                         *CURRENT SURVEY CONTROL
 LZ1374  ___________________________________________________________________
 LZ1374* NAD 83(1986)-  41 39 12.     (N)    077 47 07.     (W)     SCALED    
 LZ1374* NAVD 88     -       650.50   (+/-2cm)    2134.2    (feet)  VERTCON   
 LZ1374  ___________________________________________________________________
 LZ1374  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 LZ1374
 LZ1374  VERT ORDER  -  ? (See Below)
 LZ1374
 LZ1374.The horizontal coordinates were scaled from a topographic map and have
 LZ1374.an estimated accuracy of +/- 6 seconds.
 LZ1374
 LZ1374.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1374.The vertical order pertains to the NGVD 29 superseded value.
 LZ1374
 LZ1374.The geoid height was determined by GEOID03.
 LZ1374
 LZ1374;                    North         East    Units  Estimated Accuracy
 LZ1374;SPC PA N     -   165,100.      597,060.      MT  (+/- 180 meters Scaled)
 LZ1374
 LZ1374                          SUPERSEDED SURVEY CONTROL
 LZ1374
 LZ1374  NGVD 29 (??/??/92)  650.617  (m)         2134.57   (f) ADJ UNCH    ?  
 LZ1374
 LZ1374.Superseded values are not recommended for survey control.
 LZ1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1374.See file dsdata.txt to determine how the superseded data were derived.
 LZ1374
 LZ1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM680150(NAD 83)
 LZ1374_MARKER: X = CHISELED CROSS
 LZ1374_SETTING: 66 = SET IN ROCK OUTCROP
 LZ1374_SP_SET: ROCK LEDGE
 LZ1374_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ1374+STABILITY: POSITION/ELEVATION WELL
 LZ1374
 LZ1374  HISTORY     - Date     Condition        Report By
 LZ1374  HISTORY     - UNK      MONUMENTED       BORR
 LZ1374  HISTORY     - 1934     GOOD             NGS
 LZ1374
 LZ1374                          STATION DESCRIPTION
 LZ1374
 LZ1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1374'11.6 MI W FROM GALETON.
 LZ1374'11.6 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 LZ1374'GALETON, POTTER COUNTY, ABOUT 0.5 MILE EAST OF CHERRY SPRINGS,
 LZ1374'ABOUT 0.4 MILE EAST OF MILEPOST 131, ON A HORSESHOE CURVE,
 LZ1374'7 FEET SOUTH OF THE CENTER LINE OF THE TRACK, ON THE FACE OF A
 LZ1374'ROCK LEDGE, AND 1 FOOT HIGHER THAN THE TOP OF THE RAIL.  A
 LZ1374'CHISELED CROSS IN A CIRCLE, MARKED BY THE PAINTED LETTERS B.M.
 LZ1374'2137.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0840 ***********************************************************************
 KX0840  DESIGNATION -  216+72
 KX0840  PID         -  KX0840
 KX0840  STATE/COUNTY-  PA/INDIANA
 KX0840  USGS QUAD   -  AVONMORE (1998)
 KX0840
 KX0840                         *CURRENT SURVEY CONTROL
 KX0840  ___________________________________________________________________
 KX0840* NAD 83(1986)-  40 31 17.     (N)    079 24 05.     (W)     SCALED    
 KX0840* NAVD 88     -       273.490  (meters)     897.28   (feet)  ADJUSTED  
 KX0840  ___________________________________________________________________
 KX0840  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KX0840  DYNAMIC HT  -         273.348 (meters)     896.81  (feet)  COMP
 KX0840  MODELED GRAV-     980,096.7   (mgal)                       NAVD 88
 KX0840
 KX0840  VERT ORDER  -  FIRST     CLASS II
 KX0840
 KX0840.The horizontal coordinates were scaled from a topographic map and have
 KX0840.an estimated accuracy of +/- 6 seconds.
 KX0840
 KX0840.The orthometric height was determined by differential leveling
 KX0840.and adjusted by the National Geodetic Survey in June 1991..
 KX0840
 KX0840.The geoid height was determined by GEOID03.
 KX0840
 KX0840.The dynamic height is computed by dividing the NAVD 88
 KX0840.geopotential number by the normal gravity value computed on the
 KX0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0840.degrees latitude (g = 980.6199 gals.).
 KX0840
 KX0840.The modeled gravity was interpolated from observed gravity values.
 KX0840
 KX0840;                    North         East    Units  Estimated Accuracy
 KX0840;SPC PA S     -   133,220.      460,070.      MT  (+/- 180 meters Scaled)
 KX0840
 KX0840                          SUPERSEDED SURVEY CONTROL
 KX0840
 KX0840  NGVD 29 (??/??/92)  273.668  (m)          897.86   (f) ADJ UNCH    1 2
 KX0840
 KX0840.Superseded values are not recommended for survey control.
 KX0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0840.See file dsdata.txt to determine how the superseded data were derived.
 KX0840
 KX0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE354868(NAD 83)
 KX0840_MARKER: DD = SURVEY DISK
 KX0840_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0840_SP_SET: BRIDGE
 KX0840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0840
 KX0840  HISTORY     - Date     Condition        Report By
 KX0840  HISTORY     - UNK      MONUMENTED       PADT
 KX0840  HISTORY     - 1941     GOOD             NGS
 KX0840
 KX0840                          STATION DESCRIPTION
 KX0840
 KX0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX0840'1.9 MI SW FROM CLARKSBURG.
 KX0840'1.9 MILES SOUTHWEST ALONG STATE HIGHWAY 80 FROM THE JUNCTION
 KX0840'WITH STATE HIGHWAY 844 AT CLARKSBURG, INDIANA COUNTY, AT THE
 KX0840'BRIDGE OVER BLACKLEGS CREEK, IN THE TOP OF THE NORTH END OF THE
 KX0840'NORTHEAST WING WALL, 19.5 FEET NORTH OF THE CENTER LINE OF THE
 KX0840'HIGHWAY, AND 1.9 FEET EAST OF THE EAST END OF THE RAILING.
 KX0840'A PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0643 ***********************************************************************
 KX0643  DESIGNATION -  217.03
 KX0643  PID         -  KX0643
 KX0643  STATE/COUNTY-  PA/JEFFERSON
 KX0643  USGS QUAD   -  MC GEES MILLS (1994)
 KX0643
 KX0643                         *CURRENT SURVEY CONTROL
 KX0643  ___________________________________________________________________
 KX0643* NAD 83(1986)-  40 58 39.     (N)    078 51 02.     (W)     SCALED    
 KX0643* NAVD 88     -       398.894  (meters)    1308.70   (feet)  ADJUSTED  
 KX0643  ___________________________________________________________________
 KX0643  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KX0643  DYNAMIC HT  -         398.697 (meters)    1308.06  (feet)  COMP
 KX0643  MODELED GRAV-     980,118.1   (mgal)                       NAVD 88
 KX0643
 KX0643  VERT ORDER  -  SECOND    CLASS 0
 KX0643
 KX0643.The horizontal coordinates were scaled from a topographic map and have
 KX0643.an estimated accuracy of +/- 6 seconds.
 KX0643
 KX0643.The orthometric height was determined by differential leveling
 KX0643.and adjusted by the National Geodetic Survey in June 1991..
 KX0643
 KX0643.The geoid height was determined by GEOID03.
 KX0643
 KX0643.The dynamic height is computed by dividing the NAVD 88
 KX0643.geopotential number by the normal gravity value computed on the
 KX0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0643.degrees latitude (g = 980.6199 gals.).
 KX0643
 KX0643.The modeled gravity was interpolated from observed gravity values.
 KX0643
 KX0643;                    North         East    Units  Estimated Accuracy
 KX0643;SPC PA N     -    90,640.      507,380.      MT  (+/- 180 meters Scaled)
 KX0643
 KX0643                          SUPERSEDED SURVEY CONTROL
 KX0643
 KX0643  NGVD 29 (??/??/92)  399.043  (m)         1309.19   (f) ADJ UNCH    2 0
 KX0643
 KX0643.Superseded values are not recommended for survey control.
 KX0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0643.See file dsdata.txt to determine how the superseded data were derived.
 KX0643
 KX0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF808384(NAD 83)
 KX0643_MARKER: DB = BENCH MARK DISK
 KX0643_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0643_SP_SET: ABUTMENT
 KX0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0643
 KX0643  HISTORY     - Date     Condition        Report By
 KX0643  HISTORY     - UNK      MONUMENTED       BORR
 KX0643  HISTORY     - 1967     GOOD             NGS
 KX0643
 KX0643                          STATION DESCRIPTION
 KX0643
 KX0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0643'11 MI SW FROM DUBOIS.
 KX0643'ON BRIDGE 217.03, ON BACKWALL OF NORTH ABUTMENT ON LEFT SIDE OF
 KX0643'TRACKS 11442+10.0.  A BUFFALO, ROCHESTER AND PITTSBURGH RAILWAY
 KX0643'STANDARD PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1421 ***********************************************************************
 LZ1421  DESIGNATION -  2181.7
 LZ1421  PID         -  LZ1421
 LZ1421  STATE/COUNTY-  PA/POTTER
 LZ1421  USGS QUAD   -  ULYSSES (1969)
 LZ1421
 LZ1421                         *CURRENT SURVEY CONTROL
 LZ1421  ___________________________________________________________________
 LZ1421* NAD 83(1986)-  41 54 00.     (N)    077 46 33.     (W)     SCALED    
 LZ1421* NAVD 88     -       664.953  (meters)    2181.60   (feet)  ADJUSTED  
 LZ1421  ___________________________________________________________________
 LZ1421  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 LZ1421  DYNAMIC HT  -         664.669 (meters)    2180.67  (feet)  COMP
 LZ1421  MODELED GRAV-     980,171.6   (mgal)                       NAVD 88
 LZ1421
 LZ1421  VERT ORDER  -  SECOND    CLASS 0
 LZ1421
 LZ1421.The horizontal coordinates were scaled from a topographic map and have
 LZ1421.an estimated accuracy of +/- 6 seconds.
 LZ1421
 LZ1421.The orthometric height was determined by differential leveling
 LZ1421.and adjusted by the National Geodetic Survey in June 1991..
 LZ1421
 LZ1421.The geoid height was determined by GEOID03.
 LZ1421
 LZ1421.The dynamic height is computed by dividing the NAVD 88
 LZ1421.geopotential number by the normal gravity value computed on the
 LZ1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1421.degrees latitude (g = 980.6199 gals.).
 LZ1421
 LZ1421.The modeled gravity was interpolated from observed gravity values.
 LZ1421
 LZ1421;                    North         East    Units  Estimated Accuracy
 LZ1421;SPC PA N     -   192,500.      597,860.      MT  (+/- 180 meters Scaled)
 LZ1421
 LZ1421                          SUPERSEDED SURVEY CONTROL
 LZ1421
 LZ1421  NGVD 29 (??/??/92)  665.075  (m)         2182.00   (f) ADJ UNCH    2 0
 LZ1421
 LZ1421.Superseded values are not recommended for survey control.
 LZ1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1421.See file dsdata.txt to determine how the superseded data were derived.
 LZ1421
 LZ1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM697424(NAD 83)
 LZ1421_MARKER: DD = SURVEY DISK
 LZ1421_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1421_SP_SET: MAPLE TREE
 LZ1421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1421
 LZ1421  HISTORY     - Date     Condition        Report By
 LZ1421  HISTORY     - UNK      MONUMENTED       USGS
 LZ1421  HISTORY     - 1934     GOOD             NGS
 LZ1421
 LZ1421                          STATION DESCRIPTION
 LZ1421
 LZ1421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1421'0.6 MI W FROM ULYSSES.
 LZ1421'0.6 MILE WEST ALONG STATE HIGHWAY 49 FROM ULYSSES, POTTER
 LZ1421'COUNTY, ABOUT 100 FEET WEST OF HIGHWAY STATION 930+00, AT THE
 LZ1421'INTERSECTION OF A SECONDARY ROAD, 25 FEET WEST OF THE CENTER
 LZ1421'LINE OF THE FINISHED HIGHWAY GRADE, IN A 24-INCH MAPLE TREE, AND
 LZ1421'LEVEL WITH THE CENTER LINE OF THE FINISHED HIGHWAY GRADE.  A
 LZ1421'UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1877 ***********************************************************************
 KV1877  DESIGNATION -  21.82
 KV1877  PID         -  KV1877
 KV1877  STATE/COUNTY-  PA/MONTGOMERY
 KV1877  USGS QUAD   -  AMBLER (1983)
 KV1877
 KV1877                         *CURRENT SURVEY CONTROL
 KV1877  ___________________________________________________________________
 KV1877* NAD 83(1986)-  40 07 47.     (N)    075 12 13.     (W)     SCALED    
 KV1877* NAVD 88     -        59.209  (meters)     194.25   (feet)  ADJUSTED  
 KV1877  ___________________________________________________________________
 KV1877  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 KV1877  DYNAMIC HT  -          59.181 (meters)     194.16  (feet)  COMP
 KV1877  MODELED GRAV-     980,157.7   (mgal)                       NAVD 88
 KV1877
 KV1877  VERT ORDER  -  SECOND    CLASS 0
 KV1877
 KV1877.The horizontal coordinates were scaled from a topographic map and have
 KV1877.an estimated accuracy of +/- 6 seconds.
 KV1877
 KV1877.The orthometric height was determined by differential leveling
 KV1877.and adjusted by the National Geodetic Survey in June 1991..
 KV1877
 KV1877.The geoid height was determined by GEOID03.
 KV1877
 KV1877.The dynamic height is computed by dividing the NAVD 88
 KV1877.geopotential number by the normal gravity value computed on the
 KV1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1877.degrees latitude (g = 980.6199 gals.).
 KV1877
 KV1877.The modeled gravity was interpolated from observed gravity values.
 KV1877
 KV1877;                    North         East    Units  Estimated Accuracy
 KV1877;SPC PA S     -    91,560.      817,000.      MT  (+/- 180 meters Scaled)
 KV1877
 KV1877                          SUPERSEDED SURVEY CONTROL
 KV1877
 KV1877  NGVD 29 (??/??/??)   59.503  (m)          195.22   (f) ADJUSTED    2 0
 KV1877
 KV1877.Superseded values are not recommended for survey control.
 KV1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1877.See file dsdata.txt to determine how the superseded data were derived.
 KV1877
 KV1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK826421(NAD 83)
 KV1877_MARKER: Q = CHISELED SQUARE
 KV1877_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1877_SP_SET: BRIDGE
 KV1877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1877
 KV1877  HISTORY     - Date     Condition        Report By
 KV1877  HISTORY     - UNK      MONUMENTED       PRR
 KV1877  HISTORY     - 1936     GOOD             CGS
 KV1877  HISTORY     - 1974     GOOD             PADH
 KV1877  HISTORY     - 19981031 GOOD             USPSQD
 KV1877
 KV1877                          STATION DESCRIPTION
 KV1877
 KV1877'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 KV1877'6.7 MI E FROM NORRISTOWN.
 KV1877'6.7 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FREIGHT LINE FROM
 KV1877'THE CROSSING OF AN ELECTRIC RAILROAD AT NORRISTOWN, MONTGOMERY
 KV1877'COUNTY, AT BRIDGE 21.82, AND ON THE TOP OF THE NORTHWEST CORNER
 KV1877'OF THE BRIDGE.  A CHISELED SQUARE.
 KV1877
 KV1877                          STATION RECOVERY (1974)
 KV1877
 KV1877'RECOVERY NOTE BY PA DEPT OF HIGHWAYS 1974
 KV1877'RECOVERED IN GOOD CONDITION.
 KV1877
 KV1877                          STATION RECOVERY (1998)
 KV1877
 KV1877'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV1877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1167 ***********************************************************************
 KX1167  DESIGNATION -  2190 B
 KX1167  PID         -  KX1167
 KX1167  STATE/COUNTY-  PA/SOMERSET
 KX1167  USGS QUAD   -  SOMERSET (1973)
 KX1167
 KX1167                         *CURRENT SURVEY CONTROL
 KX1167  ___________________________________________________________________
 KX1167* NAD 83(1986)-  40 00 34.     (N)    079 04 42.     (W)     SCALED    
 KX1167* NAVD 88     -       667.473  (meters)    2189.87   (feet)  ADJUSTED  
 KX1167  ___________________________________________________________________
 KX1167  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 KX1167  DYNAMIC HT  -         667.070 (meters)    2188.55  (feet)  COMP
 KX1167  MODELED GRAV-     980,000.4   (mgal)                       NAVD 88
 KX1167
 KX1167  VERT ORDER  -  SECOND    CLASS 0
 KX1167
 KX1167.The horizontal coordinates were scaled from a topographic map and have
 KX1167.an estimated accuracy of +/- 6 seconds.
 KX1167
 KX1167.The orthometric height was determined by differential leveling
 KX1167.and adjusted by the National Geodetic Survey in June 1991..
 KX1167.WARNING-Repeat measurements at this control monument indicate possible
 KX1167.vertical movement.
 KX1167
 KX1167.The geoid height was determined by GEOID03.
 KX1167
 KX1167.The dynamic height is computed by dividing the NAVD 88
 KX1167.geopotential number by the normal gravity value computed on the
 KX1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1167.degrees latitude (g = 980.6199 gals.).
 KX1167
 KX1167.The modeled gravity was interpolated from observed gravity values.
 KX1167
 KX1167;                    North         East    Units  Estimated Accuracy
 KX1167;SPC PA S     -    75,930.      486,590.      MT  (+/- 180 meters Scaled)
 KX1167
 KX1167                          SUPERSEDED SURVEY CONTROL
 KX1167
 KX1167  NGVD 29 (??/??/92)  667.590  (m)         2190.25   (f) ADJ UNCH    2 0
 KX1167
 KX1167.Superseded values are not recommended for survey control.
 KX1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1167.See file dsdata.txt to determine how the superseded data were derived.
 KX1167
 KX1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE640305(NAD 83)
 KX1167_MARKER: DD = SURVEY DISK
 KX1167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1167_SP_SET: IN STONE WALL
 KX1167_STAMPING: 2190 B 1912
 KX1167_MARK LOGO: USGS  
 KX1167_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX1167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1167
 KX1167  HISTORY     - Date     Condition        Report By
 KX1167  HISTORY     - 1912     MONUMENTED       USGS
 KX1167  HISTORY     - 1954     GOOD             NGS
 KX1167  HISTORY     - 1967     GOOD             NGS
 KX1167  HISTORY     - 20030101 GOOD             NGS
 KX1167  HISTORY     - 20040520 GOOD             USPSQD
 KX1167
 KX1167                          STATION DESCRIPTION
 KX1167
 KX1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KX1167'AT SOMERSET.
 KX1167'AT SOMERSET, AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 KX1167'NORTH CENTER AND UNION STREETS, SET VERTICALLY IN THE WEST END
 KX1167'OF A STONE WALL ALONG THE SOUTH SIDE OF THE STEPS LEADING TO THE
 KX1167'WEST (MAIN) ENTRANCE TO THE COUNTY COURT HOUSE, 21 FEET EAST OF
 KX1167'THE EAST CURB OF CENTER STREET AND ABOUT 3 FEET ABOVE THE
 KX1167'SIDEWALK.
 KX1167
 KX1167                          STATION RECOVERY (1967)
 KX1167
 KX1167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KX1167'RECOVERED IN GOOD CONDITION.
 KX1167
 KX1167                          STATION RECOVERY (2003)
 KX1167
 KX1167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DBH)
 KX1167'MARK WAS RECOVERED IN GOOD CONDITION.
 KX1167
 KX1167                          STATION RECOVERY (2004)
 KX1167
 KX1167'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 KX1167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0334 ***********************************************************************
 KX0334  DESIGNATION -  22
 KX0334  PID         -  KX0334
 KX0334  STATE/COUNTY-  PA/BEDFORD
 KX0334  USGS QUAD   -  EVERETT WEST (1987)
 KX0334
 KX0334                         *CURRENT SURVEY CONTROL
 KX0334  ___________________________________________________________________
 KX0334* NAD 83(1986)-  40 01 55.     (N)    078 28 44.     (W)     SCALED    
 KX0334* NAVD 88     -       319.895  (meters)    1049.52   (feet)  ADJUSTED  
 KX0334  ___________________________________________________________________
 KX0334  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KX0334  DYNAMIC HT  -         319.715 (meters)    1048.93  (feet)  COMP
 KX0334  MODELED GRAV-     980,056.1   (mgal)                       NAVD 88
 KX0334
 KX0334  VERT ORDER  -  SECOND    CLASS 0
 KX0334
 KX0334.The horizontal coordinates were scaled from a topographic map and have
 KX0334.an estimated accuracy of +/- 6 seconds.
 KX0334
 KX0334.The orthometric height was determined by differential leveling
 KX0334.and adjusted by the National Geodetic Survey in June 1991..
 KX0334
 KX0334.The geoid height was determined by GEOID03.
 KX0334
 KX0334.The dynamic height is computed by dividing the NAVD 88
 KX0334.geopotential number by the normal gravity value computed on the
 KX0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0334.degrees latitude (g = 980.6199 gals.).
 KX0334
 KX0334.The modeled gravity was interpolated from observed gravity values.
 KX0334
 KX0334;                    North         East    Units  Estimated Accuracy
 KX0334;SPC PA S     -    77,830.      537,790.      MT  (+/- 180 meters Scaled)
 KX0334
 KX0334                          SUPERSEDED SURVEY CONTROL
 KX0334
 KX0334  NGVD 29 (??/??/92)  320.055  (m)         1050.05   (f) ADJ UNCH    2 0
 KX0334
 KX0334.Superseded values are not recommended for survey control.
 KX0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0334.See file dsdata.txt to determine how the superseded data were derived.
 KX0334
 KX0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE151343(NAD 83)
 KX0334_MARKER: B = BOLT
 KX0334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0334_SP_SET: CULVERT
 KX0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0334
 KX0334  HISTORY     - Date     Condition        Report By
 KX0334  HISTORY     - UNK      MONUMENTED       PRR
 KX0334  HISTORY     - 1967     GOOD             NGS
 KX0334
 KX0334                          STATION DESCRIPTION
 KX0334
 KX0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0334'2.1 MI N FROM BEDFORD.
 KX0334'2.1 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0334'AT BEDFORD, BEDFORD COUNTY, ABOUT 0.5 MILE NORTH OF THE STATION
 KX0334'AT CHALYBEATE, AT THE WEST COPING OF A CULVERT, IN THE TOP OF THE
 KX0334'SOUTH END, AND 8 FEET WEST OF THE CENTER LINE OF THE TRACK.
 KX0334'A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0451 ***********************************************************************
 KX0451  DESIGNATION -  22 A CH SQ
 KX0451  PID         -  KX0451
 KX0451  STATE/COUNTY-  PA/CAMBRIA
 KX0451  USGS QUAD   -  GEISTOWN (1993)
 KX0451
 KX0451                         *CURRENT SURVEY CONTROL
 KX0451  ___________________________________________________________________
 KX0451* NAD 83(1986)-  40 22 17.     (N)    078 51 16.     (W)     SCALED    
 KX0451* NAVD 88     -       414.760  (meters)    1360.76   (feet)  ADJUSTED  
 KX0451  ___________________________________________________________________
 KX0451  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KX0451  DYNAMIC HT  -         414.536 (meters)    1360.02  (feet)  COMP
 KX0451  MODELED GRAV-     980,071.2   (mgal)                       NAVD 88
 KX0451
 KX0451  VERT ORDER  -  FIRST     CLASS I
 KX0451
 KX0451.The horizontal coordinates were scaled from a topographic map and have
 KX0451.an estimated accuracy of +/- 6 seconds.
 KX0451
 KX0451.The orthometric height was determined by differential leveling
 KX0451.and adjusted by the National Geodetic Survey in June 1991..
 KX0451.WARNING-Repeat measurements at this control monument indicate possible
 KX0451.vertical movement.
 KX0451
 KX0451.The geoid height was determined by GEOID03.
 KX0451
 KX0451.The dynamic height is computed by dividing the NAVD 88
 KX0451.geopotential number by the normal gravity value computed on the
 KX0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0451.degrees latitude (g = 980.6199 gals.).
 KX0451
 KX0451.The modeled gravity was interpolated from observed gravity values.
 KX0451
 KX0451;                    North         East    Units  Estimated Accuracy
 KX0451;SPC PA S     -   115,850.      506,210.      MT  (+/- 180 meters Scaled)
 KX0451
 KX0451                          SUPERSEDED SURVEY CONTROL
 KX0451
 KX0451  NGVD 29 (??/??/92)  414.911  (m)         1361.25   (f) ADJ UNCH    1 1
 KX0451
 KX0451.Superseded values are not recommended for survey control.
 KX0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0451.See file dsdata.txt to determine how the superseded data were derived.
 KX0451
 KX0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE821711(NAD 83)
 KX0451_MARKER: O = CHISELED CIRCLE
 KX0451_SETTING: 66 = SET IN ROCK OUTCROP
 KX0451_SP_SET: ROCK CUT
 KX0451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX0451+STABILITY: POSITION/ELEVATION WELL
 KX0451
 KX0451  HISTORY     - Date     Condition        Report By
 KX0451  HISTORY     - UNK      MONUMENTED       PRR
 KX0451  HISTORY     - 1966     GOOD             NGS
 KX0451
 KX0451                          STATION DESCRIPTION
 KX0451
 KX0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0451'5.5 MI NE FROM JOHNSTOWN.
 KX0451'ABOUT 5.5 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX0451'THE STATION AT JOHNSTOWN, 0.4 MILE NORTHEAST OF MILEPOST 270,
 KX0451'800 FEET SOUTHWEST OF SIGNAL BRIDGE NO. 269-4, ON TOP OF A ROCK
 KX0451'SHELF, 15 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST
 KX0451'TRACK, AT A ROCK CUT, 1.5 FEET ABOVE THE GROUND, 1.2 FEET NORTHWEST
 KX0451'OF THE NORTH CORNER OF THE ROCK AND 1 1/2 FEET ABOVE THE LEVEL
 KX0451'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2307 ***********************************************************************
 KW2307  DESIGNATION -  22 A PRR
 KW2307  PID         -  KW2307
 KW2307  STATE/COUNTY-  PA/CENTRE
 KW2307  USGS QUAD   -  BELLEFONTE (1998)
 KW2307
 KW2307                         *CURRENT SURVEY CONTROL
 KW2307  ___________________________________________________________________
 KW2307* NAD 83(1986)-  40 56 40.     (N)    077 47 36.     (W)     SCALED    
 KW2307* NAVD 88     -       212.644  (meters)     697.65   (feet)  ADJUSTED  
 KW2307  ___________________________________________________________________
 KW2307  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KW2307  DYNAMIC HT  -         212.542 (meters)     697.31  (feet)  COMP
 KW2307  MODELED GRAV-     980,142.3   (mgal)                       NAVD 88
 KW2307
 KW2307  VERT ORDER  -  FIRST     CLASS II
 KW2307
 KW2307.The horizontal coordinates were scaled from a topographic map and have
 KW2307.an estimated accuracy of +/- 6 seconds.
 KW2307
 KW2307.The orthometric height was determined by differential leveling
 KW2307.and adjusted by the National Geodetic Survey in June 1991..
 KW2307
 KW2307.The geoid height was determined by GEOID03.
 KW2307
 KW2307.The dynamic height is computed by dividing the NAVD 88
 KW2307.geopotential number by the normal gravity value computed on the
 KW2307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2307.degrees latitude (g = 980.6199 gals.).
 KW2307
 KW2307.The modeled gravity was interpolated from observed gravity values.
 KW2307
 KW2307;                    North         East    Units  Estimated Accuracy
 KW2307;SPC PA N     -    86,380.      596,350.      MT  (+/- 180 meters Scaled)
 KW2307
 KW2307                          SUPERSEDED SURVEY CONTROL
 KW2307
 KW2307  NGVD 29 (??/??/??)  212.846  (m)          698.31   (f) ADJUSTED    1 2
 KW2307
 KW2307.Superseded values are not recommended for survey control.
 KW2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2307.See file dsdata.txt to determine how the superseded data were derived.
 KW2307
 KW2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL648363(NAD 83)
 KW2307_MARKER: B = BOLT
 KW2307_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2307_SP_SET: BRIDGE SEAT
 KW2307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2307
 KW2307  HISTORY     - Date     Condition        Report By
 KW2307  HISTORY     - UNK      MONUMENTED       PRR
 KW2307  HISTORY     - 1934     GOOD             CGS
 KW2307  HISTORY     - 1959     GOOD             CGS
 KW2307  HISTORY     - 19960518 GOOD             USPSQD
 KW2307
 KW2307                          STATION DESCRIPTION
 KW2307
 KW2307'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW2307'AT MILESBURG.
 KW2307'AT MILESBURG, CENTRE COUNTY, ON THE PENNSYLVANIA RAILROAD, AT
 KW2307'BRIDGE 30.94 OVER MOSSE RUN, IN THE TOP OF THE SOUTHEAST
 KW2307'BRIDGE SEAT, AND 2.5 FEET LOWER THAN THE RAIL.  A COPPER BOLT.
 KW2307
 KW2307                          STATION RECOVERY (1959)
 KW2307
 KW2307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KW2307'RECOVERED IN GOOD CONDITION.
 KW2307
 KW2307                          STATION RECOVERY (1996)
 KW2307
 KW2307'RECOVERY NOTE BY US POWER SQUADRON 1996
 KW2307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2321 ***********************************************************************
 KW2321  DESIGNATION -  22 C PRR
 KW2321  PID         -  KW2321
 KW2321  STATE/COUNTY-  PA/CENTRE
 KW2321  USGS QUAD   -  BELLEFONTE (1998)
 KW2321
 KW2321                         *CURRENT SURVEY CONTROL
 KW2321  ___________________________________________________________________
 KW2321* NAD 83(1986)-  40 54 34.     (N)    077 46 58.     (W)     SCALED    
 KW2321* NAVD 88     -       228.308  (meters)     749.04   (feet)  ADJUSTED  
 KW2321  ___________________________________________________________________
 KW2321  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KW2321  DYNAMIC HT  -         228.201 (meters)     748.69  (feet)  COMP
 KW2321  MODELED GRAV-     980,149.3   (mgal)                       NAVD 88
 KW2321
 KW2321  VERT ORDER  -  SECOND    CLASS 0
 KW2321
 KW2321.The horizontal coordinates were scaled from a topographic map and have
 KW2321.an estimated accuracy of +/- 6 seconds.
 KW2321
 KW2321.The orthometric height was determined by differential leveling
 KW2321.and adjusted by the National Geodetic Survey in June 1991..
 KW2321
 KW2321.The geoid height was determined by GEOID03.
 KW2321
 KW2321.The dynamic height is computed by dividing the NAVD 88
 KW2321.geopotential number by the normal gravity value computed on the
 KW2321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2321.degrees latitude (g = 980.6199 gals.).
 KW2321
 KW2321.The modeled gravity was interpolated from observed gravity values.
 KW2321
 KW2321;                    North         East    Units  Estimated Accuracy
 KW2321;SPC PA N     -    82,490.      597,240.      MT  (+/- 180 meters Scaled)
 KW2321
 KW2321                          SUPERSEDED SURVEY CONTROL
 KW2321
 KW2321  NGVD 29 (??/??/??)  228.513  (m)          749.71   (f) ADJUSTED    2 0
 KW2321
 KW2321.Superseded values are not recommended for survey control.
 KW2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2321.See file dsdata.txt to determine how the superseded data were derived.
 KW2321
 KW2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL656324(NAD 83)
 KW2321_MARKER: Q = CHISELED SQUARE
 KW2321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2321_SP_SET: WINDOW SILL
 KW2321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2321
 KW2321  HISTORY     - Date     Condition        Report By
 KW2321  HISTORY     - UNK      MONUMENTED       PRR
 KW2321  HISTORY     - 1934     GOOD             CGS
 KW2321  HISTORY     - 19960504 GOOD             USPSQD
 KW2321
 KW2321                          STATION DESCRIPTION
 KW2321
 KW2321'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW2321'AT BELLEFONTE.
 KW2321'AT THE PENNSYLVANIA RAILROAD STATION, AND ON THE SILL OF THE
 KW2321'TICKET-OFFICE WINDOW.
 KW2321
 KW2321                          STATION RECOVERY (1996)
 KW2321
 KW2321'RECOVERY NOTE BY US POWER SQUADRON 1996
 KW2321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1830 ***********************************************************************
 KX1830  DESIGNATION -  22 EGB
 KX1830  PID         -  KX1830
 KX1830  STATE/COUNTY-  PA/INDIANA
 KX1830  USGS QUAD   -  MARION CENTER (1993)
 KX1830
 KX1830                         *CURRENT SURVEY CONTROL
 KX1830  ___________________________________________________________________
 KX1830* NAD 83(1986)-  40 49 31.     (N)    079 07 07.     (W)     SCALED    
 KX1830* NAVD 88     -       392.344  (meters)    1287.22   (feet)  ADJUSTED  
 KX1830  ___________________________________________________________________
 KX1830  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KX1830  DYNAMIC HT  -         392.149 (meters)    1286.58  (feet)  COMP
 KX1830  MODELED GRAV-     980,114.4   (mgal)                       NAVD 88
 KX1830
 KX1830  VERT ORDER  -  FIRST     CLASS II
 KX1830
 KX1830.The horizontal coordinates were scaled from a topographic map and have
 KX1830.an estimated accuracy of +/- 6 seconds.
 KX1830
 KX1830.The orthometric height was determined by differential leveling
 KX1830.and adjusted by the National Geodetic Survey in June 1991..
 KX1830
 KX1830.The geoid height was determined by GEOID03.
 KX1830
 KX1830.The dynamic height is computed by dividing the NAVD 88
 KX1830.geopotential number by the normal gravity value computed on the
 KX1830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1830.degrees latitude (g = 980.6199 gals.).
 KX1830
 KX1830.The modeled gravity was interpolated from observed gravity values.
 KX1830
 KX1830;                    North         East    Units  Estimated Accuracy
 KX1830;SPC PA S     -   166,560.      484,560.      MT  (+/- 180 meters Scaled)
 KX1830
 KX1830                          SUPERSEDED SURVEY CONTROL
 KX1830
 KX1830  NGVD 29 (06/03/92)  392.512  (m)         1287.77   (f) ADJUSTED    1 2
 KX1830
 KX1830.Superseded values are not recommended for survey control.
 KX1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1830.See file dsdata.txt to determine how the superseded data were derived.
 KX1830
 KX1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF586210(NAD 83)
 KX1830_MARKER: DD = SURVEY DISK
 KX1830_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KX1830_SP_SET: HEADWALL OF CULVERT
 KX1830_STAMPING: 1288 22 EGB 1967
 KX1830_MARK LOGO: USGS  
 KX1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1830+STABILITY: SURFACE MOTION
 KX1830
 KX1830  HISTORY     - Date     Condition        Report By
 KX1830  HISTORY     - 1967     MONUMENTED       USGS
 KX1830  HISTORY     - 1982     GOOD             NGS
 KX1830
 KX1830                          STATION DESCRIPTION
 KX1830
 KX1830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1830'7.2 KM (4.5 MI) NE FROM PLUMVILLE.
 KX1830'5.7 KM (3.55 MI) NORTHEAST ALONG STATE HIGHWAY 210 NORTH FROM THE
 KX1830'JUNCTION OF STATE HIGHWAY 85 IN PLUMVILLE TO THE MARK ON THE LEFT, IN
 KX1830'THE NORTH HEADWALL OF A CULVERT, THAT RUNS UNDER STATE HIGHWAY 210
 KX1830'NORTH AND ACROSS ROAD FROM A SIDE ROAD RIGHT.  6.2 METERS (20.5 FT)
 KX1830'NORTH OF THE CENTERLINE OF STATE HIGHWAY 210N 7.0 METERS (23.0 FT)
 KX1830'EAST OF A MAILBOX.
 KX1830'THE MARK IS 0.95 METERS  W FROM A WITNESS POST.
 KX1830'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1540 ***********************************************************************
 KX1540  DESIGNATION -  22 L RESET
 KX1540  PID         -  KX1540
 KX1540  STATE/COUNTY-  PA/WESTMORELAND
 KX1540  USGS QUAD   -  NEW KENSINGTON EAST (1993)
 KX1540
 KX1540                         *CURRENT SURVEY CONTROL
 KX1540  ___________________________________________________________________
 KX1540* NAD 83(1986)-  40 35 52.     (N)    079 44 45.     (W)     SCALED    
 KX1540* NAVD 88     -       236.918  (meters)     777.29   (feet)  ADJUSTED  
 KX1540  ___________________________________________________________________
 KX1540  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KX1540  DYNAMIC HT  -         236.799 (meters)     776.90  (feet)  COMP
 KX1540  MODELED GRAV-     980,116.9   (mgal)                       NAVD 88
 KX1540
 KX1540  VERT ORDER  -  FIRST     CLASS II
 KX1540
 KX1540.The horizontal coordinates were scaled from a topographic map and have
 KX1540.an estimated accuracy of +/- 6 seconds.
 KX1540
 KX1540.The orthometric height was determined by differential leveling
 KX1540.and adjusted by the National Geodetic Survey in June 1991..
 KX1540
 KX1540.The geoid height was determined by GEOID03.
 KX1540
 KX1540.The dynamic height is computed by dividing the NAVD 88
 KX1540.geopotential number by the normal gravity value computed on the
 KX1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1540.degrees latitude (g = 980.6199 gals.).
 KX1540
 KX1540.The modeled gravity was interpolated from observed gravity values.
 KX1540
 KX1540;                    North         East    Units  Estimated Accuracy
 KX1540;SPC PA S     -   142,310.      431,080.      MT  (+/- 180 meters Scaled)
 KX1540
 KX1540                          SUPERSEDED SURVEY CONTROL
 KX1540
 KX1540  NGVD 29 (??/??/92)  237.092  (m)          777.86   (f) ADJ UNCH    1 2
 KX1540
 KX1540.Superseded values are not recommended for survey control.
 KX1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1540.See file dsdata.txt to determine how the superseded data were derived.
 KX1540
 KX1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE061948(NAD 83)
 KX1540_MARKER: B = BOLT
 KX1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1540_STAMPING: 22 L USED
 KX1540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1540+STABILITY: SURFACE MOTION
 KX1540
 KX1540  HISTORY     - Date     Condition        Report By
 KX1540  HISTORY     - 1941     MONUMENTED       DOD
 KX1540  HISTORY     - 1941     GOOD             NGS
 KX1540  HISTORY     - 20010914 MARK NOT FOUND   NGS
 KX1540
 KX1540                          STATION DESCRIPTION
 KX1540
 KX1540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1540'9 MI SW FROM SCHENLEY.
 KX1540'IN WESTMORELAND COUNTY, 9.0 MILES SOUTHWEST ALONG THE PENNSYLVANIA
 KX1540'RAILROAD FROM SCHENLEY, ARMSTRONG COUNTY, ABOUT 2 MILES UPSTREAM
 KX1540'FROM ARNOLD, 320 FEET DOWNSTREAM FROM AN ABANDONED TIPPLE OF
 KX1540'THE ALUMINUM CO. OF AMERICA, 267 FEET DOWNSTREAM FROM MILEPOST 21,
 KX1540'41 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN OLD BLACKSMITH
 KX1540'SHOP, AND 5.2 FEET RIVERWARD OF THE RIVER RAIL (MAIN TRACK).  A
 KX1540'COPPER BOLT, STAMPED 22 L USED AND SET IN THE TOP OF A CONCRETE
 KX1540'POST.
 KX1540
 KX1540                          STATION RECOVERY (2001)
 KX1540
 KX1540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JMW)
 KX1540'THE RAILROAD HAS BEEN GRADED FLAT AND IS NOW A BIKE AND HIKING TRAIL.
 KX1540'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0573 ***********************************************************************
 MA0573  DESIGNATION -  220
 MA0573  PID         -  MA0573
 MA0573  STATE/COUNTY-  PA/JEFFERSON
 MA0573  USGS QUAD   -  DU BOIS (1994)
 MA0573
 MA0573                         *CURRENT SURVEY CONTROL
 MA0573  ___________________________________________________________________
 MA0573* NAD 83(1986)-  41 00 37.     (N)    078 48 53.     (W)     SCALED    
 MA0573* NAVD 88     -       463.465  (meters)    1520.55   (feet)  ADJUSTED  
 MA0573  ___________________________________________________________________
 MA0573  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 MA0573  DYNAMIC HT  -         463.241 (meters)    1519.82  (feet)  COMP
 MA0573  MODELED GRAV-     980,126.0   (mgal)                       NAVD 88
 MA0573
 MA0573  VERT ORDER  -  SECOND    CLASS 0
 MA0573
 MA0573.The horizontal coordinates were scaled from a topographic map and have
 MA0573.an estimated accuracy of +/- 6 seconds.
 MA0573
 MA0573.The orthometric height was determined by differential leveling
 MA0573.and adjusted by the National Geodetic Survey in June 1991..
 MA0573
 MA0573.The geoid height was determined by GEOID03.
 MA0573
 MA0573.The dynamic height is computed by dividing the NAVD 88
 MA0573.geopotential number by the normal gravity value computed on the
 MA0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0573.degrees latitude (g = 980.6199 gals.).
 MA0573
 MA0573.The modeled gravity was interpolated from observed gravity values.
 MA0573
 MA0573;                    North         East    Units  Estimated Accuracy
 MA0573;SPC PA N     -    94,240.      510,440.      MT  (+/- 180 meters Scaled)
 MA0573
 MA0573                          SUPERSEDED SURVEY CONTROL
 MA0573
 MA0573  NGVD 29 (??/??/92)  463.620  (m)         1521.06   (f) ADJ UNCH    2 0
 MA0573
 MA0573.Superseded values are not recommended for survey control.
 MA0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0573.See file dsdata.txt to determine how the superseded data were derived.
 MA0573
 MA0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF837421(NAD 83)
 MA0573_MARKER: DD = SURVEY DISK
 MA0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0573_STAMPING: 220 CMP 1521 1965
 MA0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0573+STABILITY: SURFACE MOTION
 MA0573
 MA0573  HISTORY     - Date     Condition        Report By
 MA0573  HISTORY     - 1965     MONUMENTED       USGS
 MA0573  HISTORY     - 1967     GOOD             NGS
 MA0573
 MA0573                          STATION DESCRIPTION
 MA0573
 MA0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0573'2 MI SW FROM TROUTVILLE.
 MA0573'ABOUT 2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 410 FROM THE
 MA0573'MAIN CROSSROAD IN TROUTVILLE, 30 FEET SOUTH OF THE APPROXIMATE
 MA0573'CENTER OF A ROAD, 31 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 MA0573'10 FEET NORTHEAST OF POWER LINE POLE NO. F 39, 0.5 FOOT WEST
 MA0573'OF A METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE POST
 MA0573'PROJECTING 6-INCHES AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1158 ***********************************************************************
 KX1158  DESIGNATION -  2200 B
 KX1158  PID         -  KX1158
 KX1158  STATE/COUNTY-  PA/SOMERSET
 KX1158  USGS QUAD   -  BAKERSVILLE (1977)
 KX1158
 KX1158                         *CURRENT SURVEY CONTROL
 KX1158  ___________________________________________________________________
 KX1158* NAD 83(1986)-  40 01 00.     (N)    079 09 23.     (W)     SCALED    
 KX1158* NAVD 88     -       670.716  (meters)    2200.51   (feet)  ADJUSTED  
 KX1158  ___________________________________________________________________
 KX1158  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 KX1158  DYNAMIC HT  -         670.314 (meters)    2199.19  (feet)  COMP
 KX1158  MODELED GRAV-     980,004.7   (mgal)                       NAVD 88
 KX1158
 KX1158  VERT ORDER  -  SECOND    CLASS 0
 KX1158
 KX1158.The horizontal coordinates were scaled from a topographic map and have
 KX1158.an estimated accuracy of +/- 6 seconds.
 KX1158
 KX1158.The orthometric height was determined by differential leveling
 KX1158.and adjusted by the National Geodetic Survey in June 1991..
 KX1158
 KX1158.The geoid height was determined by GEOID03.
 KX1158
 KX1158.The dynamic height is computed by dividing the NAVD 88
 KX1158.geopotential number by the normal gravity value computed on the
 KX1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1158.degrees latitude (g = 980.6199 gals.).
 KX1158
 KX1158.The modeled gravity was interpolated from observed gravity values.
 KX1158
 KX1158;                    North         East    Units  Estimated Accuracy
 KX1158;SPC PA S     -    76,830.      479,940.      MT  (+/- 180 meters Scaled)
 KX1158
 KX1158                          SUPERSEDED SURVEY CONTROL
 KX1158
 KX1158  NGVD 29 (??/??/92)  670.844  (m)         2200.93   (f) ADJ UNCH    2 0
 KX1158
 KX1158.Superseded values are not recommended for survey control.
 KX1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1158.See file dsdata.txt to determine how the superseded data were derived.
 KX1158
 KX1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE573312(NAD 83)
 KX1158_MARKER: DD = SURVEY DISK
 KX1158_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1158_SP_SET: FOUNDATION
 KX1158_STAMPING: 2200 B
 KX1158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1158
 KX1158  HISTORY     - Date     Condition        Report By
 KX1158  HISTORY     - UNK      MONUMENTED       USGS
 KX1158  HISTORY     - 1954     GOOD             NGS
 KX1158  HISTORY     - 1967     MARK NOT FOUND   NGS
 KX1158
 KX1158                          STATION DESCRIPTION
 KX1158
 KX1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KX1158'4.2 MI W FROM SOMERSET.
 KX1158'4.25 MILES WEST ALONG STATE HIGHWAY 31 FROM THE SQUARE AT
 KX1158'SOMERSET, AT LAVANSVILLE, SET VERTICALLY IN THE SOUTH FACE OF
 KX1158'STONE FOUNDATION OF BUTTRESS PROJECTING SOUTH FROM THE SOUTHWEST
 KX1158'CORNER OF THE SOUTHEAST WING OF MT. CALVARY LUTHERAN CHURCH
 KX1158'BUILDING, 4 FEET EAST OF EAST EDGE OF CONCRETE WALK LEADING TO
 KX1158'MAIN ENTRANCE TO CHURCH, 2 FEET ABOVE THE GROUND AND ABOUT 40
 KX1158'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  THE CENTER OF THIS
 KX1158'DISK WAS NOT MARKED IN ANY WAY AND IT IS NOT KNOWN WHAT POINT
 KX1158'ON THE DISK WAS ORIGINALLY LEVELED TOO.  A CENTER PUNCH MARK WAS
 KX1158'MADE IN THE CENTER OF THE DISK BY THIS PARTY AND THAT POINT WAS
 KX1158'LEVELED TOO.
 KX1158
 KX1158                          STATION RECOVERY (1967)
 KX1158
 KX1158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KX1158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0646 ***********************************************************************
 KX0646  DESIGNATION -  220.67
 KX0646  PID         -  KX0646
 KX0646  STATE/COUNTY-  PA/JEFFERSON
 KX0646  USGS QUAD   -  PUNXSUTAWNEY (1994)
 KX0646
 KX0646                         *CURRENT SURVEY CONTROL
 KX0646  ___________________________________________________________________
 KX0646* NAD 83(1986)-  40 57 51.     (N)    078 54 34.     (W)     SCALED    
 KX0646* NAVD 88     -       390.40   (+/-2cm)    1280.8    (feet)  VERTCON   
 KX0646  ___________________________________________________________________
 KX0646  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KX0646
 KX0646  VERT ORDER  -  ? (See Below)
 KX0646
 KX0646.The horizontal coordinates were scaled from a topographic map and have
 KX0646.an estimated accuracy of +/- 6 seconds.
 KX0646
 KX0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0646.The vertical order pertains to the NGVD 29 superseded value.
 KX0646
 KX0646.The geoid height was determined by GEOID03.
 KX0646
 KX0646;                    North         East    Units  Estimated Accuracy
 KX0646;SPC PA N     -    89,220.      502,400.      MT  (+/- 180 meters Scaled)
 KX0646
 KX0646                          SUPERSEDED SURVEY CONTROL
 KX0646
 KX0646  NGVD 29 (??/??/92)  390.550  (m)         1281.33   (f) ADJ UNCH    ?  
 KX0646
 KX0646.Superseded values are not recommended for survey control.
 KX0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0646.See file dsdata.txt to determine how the superseded data were derived.
 KX0646
 KX0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF759368(NAD 83)
 KX0646_MARKER: Z = SEE DESCRIPTION
 KX0646_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0646_SP_SET: ABUTMENT
 KX0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0646
 KX0646  HISTORY     - Date     Condition        Report By
 KX0646  HISTORY     - 1920     MONUMENTED       BORR
 KX0646
 KX0646                          STATION DESCRIPTION
 KX0646
 KX0646'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1920
 KX0646'14.7 MI SW FROM DUBOIS.
 KX0646'ABOUT 14.7 MILES SOUTHWEST OF DUBOIS, ON BRIDGE 220.67, ON BACK
 KX0646'WALL OF NORTH ABUTMENT, ON LEFT SIDE OF TRACKS 11634+00.  A B.R.
 KX0646'AND P.RY. STANDARD PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1172 ***********************************************************************
 KX1172  DESIGNATION -  2207
 KX1172  PID         -  KX1172
 KX1172  STATE/COUNTY-  PA/SOMERSET
 KX1172  USGS QUAD   -  SOMERSET (1973)
 KX1172
 KX1172                         *CURRENT SURVEY CONTROL
 KX1172  ___________________________________________________________________
 KX1172* NAD 83(1986)-  40 02 00.     (N)    079 02 37.     (W)     SCALED    
 KX1172* NAVD 88     -       672.450  (meters)    2206.20   (feet)  ADJUSTED  
 KX1172  ___________________________________________________________________
 KX1172  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 KX1172  DYNAMIC HT  -         672.049 (meters)    2204.88  (feet)  COMP
 KX1172  MODELED GRAV-     980,006.1   (mgal)                       NAVD 88
 KX1172
 KX1172  VERT ORDER  -  SECOND    CLASS 0
 KX1172
 KX1172.The horizontal coordinates were scaled from a topographic map and have
 KX1172.an estimated accuracy of +/- 6 seconds.
 KX1172
 KX1172.The orthometric height was determined by differential leveling
 KX1172.and adjusted by the National Geodetic Survey in June 1991..
 KX1172
 KX1172.The geoid height was determined by GEOID03.
 KX1172
 KX1172.The dynamic height is computed by dividing the NAVD 88
 KX1172.geopotential number by the normal gravity value computed on the
 KX1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1172.degrees latitude (g = 980.6199 gals.).
 KX1172
 KX1172.The modeled gravity was interpolated from observed gravity values.
 KX1172
 KX1172;                    North         East    Units  Estimated Accuracy
 KX1172;SPC PA S     -    78,530.      489,590.      MT  (+/- 180 meters Scaled)
 KX1172
 KX1172                          SUPERSEDED SURVEY CONTROL
 KX1172
 KX1172  NGVD 29 (??/??/92)  672.561  (m)         2206.56   (f) ADJ UNCH    2 0
 KX1172
 KX1172.Superseded values are not recommended for survey control.
 KX1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1172.See file dsdata.txt to determine how the superseded data were derived.
 KX1172
 KX1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE669332(NAD 83)
 KX1172_MARKER: DD = SURVEY DISK
 KX1172_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1172_SP_SET: UNDER PASS
 KX1172_STAMPING: 2207 1908
 KX1172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1172
 KX1172  HISTORY     - Date     Condition        Report By
 KX1172  HISTORY     - 1908     MONUMENTED       USGS
 KX1172  HISTORY     - 1935     GOOD             NGS
 KX1172  HISTORY     - 20040507 GOOD             PADT
 KX1172
 KX1172                          STATION DESCRIPTION
 KX1172
 KX1172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX1172'2.7 MI NE FROM SOMERSET.
 KX1172'2.7 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KX1172'THE STATION AT SOMERSET, SOMERSET COUNTY, AT GEIGER, ABOUT 100
 KX1172'YARDS SOUTH OF THE STATION, 50 FEET SOUTH OF A HIGHWAY BRIDGE,
 KX1172'AND IN THE NORTH CORNER OF THE ARCH OF AN OLD RAILROAD OVERPASS.
 KX1172'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 2207
 KX1172'1908 AND SET VERTICALLY.
 KX1172
 KX1172                          STATION RECOVERY (2004)
 KX1172
 KX1172'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (TRN)
 KX1172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1729 ***********************************************************************
 MA1729  DESIGNATION -  221 CMP USGS
 MA1729  PID         -  MA1729
 MA1729  STATE/COUNTY-  PA/JEFFERSON
 MA1729  USGS QUAD   -  DU BOIS (1994)
 MA1729
 MA1729                         *CURRENT SURVEY CONTROL
 MA1729  ___________________________________________________________________
 MA1729* NAD 83(1986)-  41 00 49.     (N)    078 49 49.     (W)     SCALED    
 MA1729* NAVD 88     -       403.959  (meters)    1325.32   (feet)  ADJUSTED  
 MA1729  ___________________________________________________________________
 MA1729  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 MA1729  DYNAMIC HT  -         403.764 (meters)    1324.68  (feet)  COMP
 MA1729  MODELED GRAV-     980,131.1   (mgal)                       NAVD 88
 MA1729
 MA1729  VERT ORDER  -  FIRST     CLASS II
 MA1729
 MA1729.The horizontal coordinates were scaled from a topographic map and have
 MA1729.an estimated accuracy of +/- 6 seconds.
 MA1729
 MA1729.The orthometric height was determined by differential leveling
 MA1729.and adjusted by the National Geodetic Survey in June 1991..
 MA1729
 MA1729.The geoid height was determined by GEOID03.
 MA1729
 MA1729.The dynamic height is computed by dividing the NAVD 88
 MA1729.geopotential number by the normal gravity value computed on the
 MA1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1729.degrees latitude (g = 980.6199 gals.).
 MA1729
 MA1729.The modeled gravity was interpolated from observed gravity values.
 MA1729
 MA1729;                    North         East    Units  Estimated Accuracy
 MA1729;SPC PA N     -    94,620.      509,130.      MT  (+/- 180 meters Scaled)
 MA1729
 MA1729                          SUPERSEDED SURVEY CONTROL
 MA1729
 MA1729  NGVD 29 (06/03/92)  404.113  (m)         1325.83   (f) ADJUSTED    1 2
 MA1729
 MA1729.Superseded values are not recommended for survey control.
 MA1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1729.See file dsdata.txt to determine how the superseded data were derived.
 MA1729
 MA1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF824425(NAD 83)
 MA1729_MARKER: DD = SURVEY DISK
 MA1729_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MA1729_SP_SET: WINGWALL OF A BRIDGE.
 MA1729_STAMPING: 221 CMP 1965 USGS
 MA1729_MARK LOGO: USGS  
 MA1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1729+STABILITY: SURFACE MOTION
 MA1729
 MA1729  HISTORY     - Date     Condition        Report By
 MA1729  HISTORY     - 1965     MONUMENTED       USGS
 MA1729  HISTORY     - 1982     GOOD             NGS
 MA1729
 MA1729                          STATION DESCRIPTION
 MA1729
 MA1729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MA1729'4.7 KM (2.95 MI) SW FROM SYKESVILLE.
 MA1729'4.7 KM (2.95 MI) SOUTHWEST ALONG U.S. HIGHWAY 119 SOUTH FROM THE
 MA1729'BETHEL BAPTIST CHURCH IN SYKESVILLE TO THE MARK ON THE LEFT IN THE
 MA1729'SOUTHWEST WINGWALL OF A BRIDGE OVER STUMP CREEK.  62.2 METERS
 MA1729'(204.0 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY 119, 5.5 METERS
 MA1729'(18.0 FT) SOUTH OF THE CENTER OF STATE HIGHWAY 952, 7.2 METERS
 MA1729'(23.5 FT) EAST OF THE EAST RAIL OF THE RAILROAD TRACKS.
 MA1729'THE MARK IS 0.61 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1407 ***********************************************************************
 LZ1407  DESIGNATION -  2213.6
 LZ1407  PID         -  LZ1407
 LZ1407  STATE/COUNTY-  PA/POTTER
 LZ1407  USGS QUAD   -  SWEDEN VALLEY (1969)
 LZ1407
 LZ1407                         *CURRENT SURVEY CONTROL
 LZ1407  ___________________________________________________________________
 LZ1407* NAD 83(1986)-  41 51 17.     (N)    077 52 34.     (W)     SCALED    
 LZ1407* NAVD 88     -       674.654  (meters)    2213.43   (feet)  ADJUSTED  
 LZ1407  ___________________________________________________________________
 LZ1407  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 LZ1407  DYNAMIC HT  -         674.353 (meters)    2212.44  (feet)  COMP
 LZ1407  MODELED GRAV-     980,153.9   (mgal)                       NAVD 88
 LZ1407
 LZ1407  VERT ORDER  -  SECOND    CLASS 0
 LZ1407
 LZ1407.The horizontal coordinates were scaled from a topographic map and have
 LZ1407.an estimated accuracy of +/- 6 seconds.
 LZ1407
 LZ1407.The orthometric height was determined by differential leveling
 LZ1407.and adjusted by the National Geodetic Survey in June 1991..
 LZ1407
 LZ1407.The geoid height was determined by GEOID03.
 LZ1407
 LZ1407.The dynamic height is computed by dividing the NAVD 88
 LZ1407.geopotential number by the normal gravity value computed on the
 LZ1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1407.degrees latitude (g = 980.6199 gals.).
 LZ1407
 LZ1407.The modeled gravity was interpolated from observed gravity values.
 LZ1407
 LZ1407;                    North         East    Units  Estimated Accuracy
 LZ1407;SPC PA N     -   187,480.      589,530.      MT  (+/- 180 meters Scaled)
 LZ1407
 LZ1407                          SUPERSEDED SURVEY CONTROL
 LZ1407
 LZ1407  NGVD 29 (??/??/92)  674.765  (m)         2213.79   (f) ADJ UNCH    2 0
 LZ1407
 LZ1407.Superseded values are not recommended for survey control.
 LZ1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1407.See file dsdata.txt to determine how the superseded data were derived.
 LZ1407
 LZ1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM612376(NAD 83)
 LZ1407_MARKER: Q = CHISELED SQUARE
 LZ1407_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1407_SP_SET: BRIDGE
 LZ1407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1407
 LZ1407  HISTORY     - Date     Condition        Report By
 LZ1407  HISTORY     - UNK      MONUMENTED       USGS
 LZ1407  HISTORY     - 1934     GOOD             NGS
 LZ1407
 LZ1407                          STATION DESCRIPTION
 LZ1407
 LZ1407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1407'11.8 MI NE FROM COUDERSPORT.
 LZ1407'11.8 MILES NORTHEAST ALONG THE COUDERSPORT AND PORT ALLEGANY
 LZ1407'RAILROAD FROM COUDERSPORT, POTTER COUNTY, 92 FEET NORTH OF THE
 LZ1407'NORTH RAIL, ON STATE HIGHWAY 49, AT STATION 600+71, AT A 16-FOOT
 LZ1407'CONCRETE BRIDGE OVER ALLEGHENY RIVER, ON THE TOP OF THE WEST END
 LZ1407'OF THE NORTH HEAD WALL, 12 FEET NORTH OF THE CENTER LINE OF THE
 LZ1407'FINISHED GRADE, AND 1 FOOT HIGHER THAN THE CENTER LINE OF THE
 LZ1407'FINISHED GRADE.  A CHISELED SQUARE, MARKED BY THE PAINTED LETTERS
 LZ1407'B.M. 2213.6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0647 ***********************************************************************
 KX0647  DESIGNATION -  222.54
 KX0647  PID         -  KX0647
 KX0647  STATE/COUNTY-  PA/JEFFERSON
 KX0647  USGS QUAD   -  PUNXSUTAWNEY (1994)
 KX0647
 KX0647                         *CURRENT SURVEY CONTROL
 KX0647  ___________________________________________________________________
 KX0647* NAD 83(1986)-  40 56 36.     (N)    078 55 46.     (W)     SCALED    
 KX0647* NAVD 88     -       384.28   (+/-2cm)    1260.8    (feet)  VERTCON   
 KX0647  ___________________________________________________________________
 KX0647  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KX0647
 KX0647  VERT ORDER  -  ? (See Below)
 KX0647
 KX0647.The horizontal coordinates were scaled from a topographic map and have
 KX0647.an estimated accuracy of +/- 6 seconds.
 KX0647
 KX0647.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0647.The vertical order pertains to the NGVD 29 superseded value.
 KX0647
 KX0647.The geoid height was determined by GEOID03.
 KX0647
 KX0647;                    North         East    Units  Estimated Accuracy
 KX0647;SPC PA N     -    86,930.      500,690.      MT  (+/- 180 meters Scaled)
 KX0647
 KX0647                          SUPERSEDED SURVEY CONTROL
 KX0647
 KX0647  NGVD 29 (??/??/92)  384.440  (m)         1261.28   (f) ADJ UNCH    ?  
 KX0647
 KX0647.Superseded values are not recommended for survey control.
 KX0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0647.See file dsdata.txt to determine how the superseded data were derived.
 KX0647
 KX0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF742345(NAD 83)
 KX0647_MARKER: Z = SEE DESCRIPTION
 KX0647_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0647_SP_SET: ABUTMENT
 KX0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0647
 KX0647  HISTORY     - Date     Condition        Report By
 KX0647  HISTORY     - 1920     MONUMENTED       BORR
 KX0647
 KX0647                          STATION DESCRIPTION
 KX0647
 KX0647'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1920
 KX0647'16.6 MI SW FROM DUBOIS.
 KX0647'ABOUT 16.6 MILES SOUTHWEST OF DUBOIS, ON BRIDGE 222.54 ON BACK WALL
 KX0647'OF NORTH ABUTMENT, ON LEFT SIDE OF TRACKS 11732+60.0.  A B.R. AND
 KX0647'P.RY. STANDARD PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JX0022 ***********************************************************************
 JX0022  DESIGNATION -  224+92
 JX0022  PID         -  JX0022
 JX0022  STATE/COUNTY-  PA/GREENE
 JX0022  USGS QUAD   -  WAYNESBURG (1973)
 JX0022
 JX0022                         *CURRENT SURVEY CONTROL
 JX0022  ___________________________________________________________________
 JX0022* NAD 83(1986)-  39 55 38.     (N)    080 14 43.     (W)     SCALED    
 JX0022* NAVD 88     -       292.776  (meters)     960.55   (feet)  ADJUSTED  
 JX0022  ___________________________________________________________________
 JX0022  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 JX0022  DYNAMIC HT  -         292.610 (meters)     960.00  (feet)  COMP
 JX0022  MODELED GRAV-     980,053.0   (mgal)                       NAVD 88
 JX0022
 JX0022  VERT ORDER  -  SECOND    CLASS 0
 JX0022
 JX0022.The horizontal coordinates were scaled from a topographic map and have
 JX0022.an estimated accuracy of +/- 6 seconds.
 JX0022
 JX0022.The orthometric height was determined by differential leveling
 JX0022.and adjusted by the National Geodetic Survey in June 1991..
 JX0022
 JX0022.The geoid height was determined by GEOID03.
 JX0022
 JX0022.The dynamic height is computed by dividing the NAVD 88
 JX0022.geopotential number by the normal gravity value computed on the
 JX0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0022.degrees latitude (g = 980.6199 gals.).
 JX0022
 JX0022.The modeled gravity was interpolated from observed gravity values.
 JX0022
 JX0022;                    North         East    Units  Estimated Accuracy
 JX0022;SPC PA S     -    68,960.      386,720.      MT  (+/- 180 meters Scaled)
 JX0022
 JX0022                          SUPERSEDED SURVEY CONTROL
 JX0022
 JX0022  NGVD 29 (??/??/92)  292.915  (m)          961.01   (f) ADJ UNCH    2 0
 JX0022
 JX0022.Superseded values are not recommended for survey control.
 JX0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0022.See file dsdata.txt to determine how the superseded data were derived.
 JX0022
 JX0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE644199(NAD 83)
 JX0022_MARKER: DD = SURVEY DISK
 JX0022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0022_SP_SET: BRIDGE
 JX0022_STAMPING: USGS 21 WJJ 1962
 JX0022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0022
 JX0022  HISTORY     - Date     Condition        Report By
 JX0022  HISTORY     - UNK      MONUMENTED       PADH
 JX0022  HISTORY     - 1936     GOOD             NGS
 JX0022  HISTORY     - 1970     GOOD             NGS
 JX0022
 JX0022                          STATION DESCRIPTION
 JX0022
 JX0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 JX0022'AT SYCAMORE.
 JX0022'AT SYCAMORE, GREENE COUNTY, ON THE WAYNESBURG AND WASHINGTON
 JX0022'RAILROAD, AT THE CROSSING OF STATE HIGHWAY 18, 39 FEET WEST
 JX0022'OF THE WEST CORNER OF THE GENERAL STORE, 87 FEET WEST OF THE
 JX0022'WEST RAIL, 18 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 JX0022'AT A CONCRETE BRIDGE OVER BATES FORK, IN THE TOP OF THE
 JX0022'NORTHEAST WING WALL, AND LEVEL WITH THE HIGHWAY.  A PENNSYLVANIA
 JX0022'DEPARTMENT OF HIGHWAYS STANDARD DISK.
 JX0022
 JX0022                          STATION RECOVERY (1970)
 JX0022
 JX0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JX0022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0652 ***********************************************************************
 KX0652  DESIGNATION -  225.06 BRPRR
 KX0652  PID         -  KX0652
 KX0652  STATE/COUNTY-  PA/JEFFERSON
 KX0652  USGS QUAD   -  PUNXSUTAWNEY (1994)
 KX0652
 KX0652                         *CURRENT SURVEY CONTROL
 KX0652  ___________________________________________________________________
 KX0652* NAD 83(1986)-  40 56 55.     (N)    078 57 54.     (W)     SCALED    
 KX0652* NAVD 88     -       376.521  (meters)    1235.30   (feet)  ADJUSTED  
 KX0652  ___________________________________________________________________
 KX0652  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KX0652  DYNAMIC HT  -         376.339 (meters)    1234.71  (feet)  COMP
 KX0652  MODELED GRAV-     980,128.9   (mgal)                       NAVD 88
 KX0652
 KX0652  VERT ORDER  -  FIRST     CLASS II
 KX0652
 KX0652.The horizontal coordinates were scaled from a topographic map and have
 KX0652.an estimated accuracy of +/- 6 seconds.
 KX0652
 KX0652.The orthometric height was determined by differential leveling
 KX0652.and adjusted by the National Geodetic Survey in June 1991..
 KX0652
 KX0652.The geoid height was determined by GEOID03.
 KX0652
 KX0652.The dynamic height is computed by dividing the NAVD 88
 KX0652.geopotential number by the normal gravity value computed on the
 KX0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0652.degrees latitude (g = 980.6199 gals.).
 KX0652
 KX0652.The modeled gravity was interpolated from observed gravity values.
 KX0652
 KX0652;                    North         East    Units  Estimated Accuracy
 KX0652;SPC PA N     -    87,560.      497,700.      MT  (+/- 180 meters Scaled)
 KX0652
 KX0652                          SUPERSEDED SURVEY CONTROL
 KX0652
 KX0652  NGVD 29 (06/03/92)  376.684  (m)         1235.84   (f) ADJUSTED    1 2
 KX0652
 KX0652.Superseded values are not recommended for survey control.
 KX0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0652.See file dsdata.txt to determine how the superseded data were derived.
 KX0652
 KX0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF712350(NAD 83)
 KX0652_MARKER: Z = SEE DESCRIPTION
 KX0652_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0652_SP_SET: BRIDGE
 KX0652_MARK LOGO: BRPRR 
 KX0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0652
 KX0652  HISTORY     - Date     Condition        Report By
 KX0652  HISTORY     - 1920     MONUMENTED       LOCSUR
 KX0652  HISTORY     - 1982     POOR             NGS
 KX0652
 KX0652                          STATION DESCRIPTION
 KX0652
 KX0652'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1920
 KX0652'AT PUNXAUTAWNEY.
 KX0652'AT PUNXAUTAWNEY, ON BRIDGE 225.05 ON SOUTH RETAINING WALL ON RIGHT
 KX0652'SIDE OF TRACK BETWEEN RAILROAD AND HIGHWAY BRIDGE 11866+06.0.
 KX0652'A B.R. AND P.RY. STANDARD PLUG.
 KX0652
 KX0652                          STATION RECOVERY (1982)
 KX0652
 KX0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KX0652'RECOVERED IN POOR CONDITION DUE TO DETERIORATION OF THE CONCRETE
 KX0652'AROUND THE MARK.  NEW DESCRIPTION FOLLOWS.
 KX0652'IN PUNXSUTAWNEY, 0.6 (0.35 MI) NORTHEAST ALONG STATE HIGHWAY 119 FROM
 KX0652'THE CIVIC CENTER AND MUNICIPAL COMPLEX TO THE MARK ON THE RIGHT, IN
 KX0652'THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF A BRIDGE
 KX0652'CROSSING OVER A STREAM UNDER HIGHWAY 119.  6.4 METERS
 KX0652'(21.0 FT) SOUTHEAST
 KX0652'FROM THE CENTERLINE OF HIGHWAY 119, 8.3 METERS (27.0 FT) NORTHWEST
 KX0652'FROM THE NORTHWEST RAIL OF THE CHEASEPEAKE AND OHIO RAILROAD 1.5
 KX0652'METERS (5.0 FT) NORTHEAST FROM THE TELEPHONE POLE.
 KX0652'NOTE, NO STAMPING ON DISK.
 KX0652'THE MARK IS 1.2 M BELOW HIGHWAY 119.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2288 ***********************************************************************
 MA2288  DESIGNATION -  226 CMP 1965 ET
 MA2288  PID         -  MA2288
 MA2288  STATE/COUNTY-  PA/JEFFERSON
 MA2288  USGS QUAD   -  DU BOIS (1994)
 MA2288
 MA2288                         *CURRENT SURVEY CONTROL
 MA2288  ___________________________________________________________________
 MA2288* NAD 83(1992)-  41 00 43.29245(N)    078 52 25.96885(W)     ADJUSTED  
 MA2288* NAVD 88     -       471.11   (+/-2cm)    1545.6    (feet)  VERTCON   
 MA2288  ___________________________________________________________________
 MA2288  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 MA2288  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 MA2288
 MA2288  HORZ ORDER  -  THIRD
 MA2288  VERT ORDER  -  THIRD ? (See Below)
 MA2288
 MA2288.The horizontal coordinates were established by classical geodetic methods
 MA2288.and adjusted by the National Geodetic Survey in June 2002..
 MA2288
 MA2288.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2288.The vertical order pertains to the NGVD 29 superseded value.
 MA2288
 MA2288.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2288
 MA2288.The geoid height was determined by GEOID03.
 MA2288
 MA2288;                    North         East     Units Scale Factor Converg.
 MA2288;SPC PA N     -    94,493.611   505,463.698   MT  0.99998172   -0 44 36.6
 MA2288;SPC PA N     -   310,017.79  1,658,342.15   sFT  0.99998172   -0 44 36.6
 MA2288;SPC PA S     -   187,001.407   505,461.165   MT  1.00000744   -0 43 45.0
 MA2288;SPC PA S     -   613,520.45  1,658,333.84   sFT  1.00000744   -0 43 45.0
 MA2288;UTM  17      - 4,542,269.321   678,783.199   MT  0.99999341   +1 23 44.0
 MA2288
 MA2288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2288!SPC PA N     -   0.99993120  x   0.99998172  =   0.99991292
 MA2288!SPC PA S     -   0.99993120  x   1.00000744  =   0.99993864
 MA2288!UTM  17      -   0.99993120  x   0.99999341  =   0.99992461
 MA2288
 MA2288                          SUPERSEDED SURVEY CONTROL
 MA2288
 MA2288  NAD 83(1986)-  41 00 43.29298(N)    078 52 25.97096(W) AD(       ) 3
 MA2288  NAD 27      -  41 00 43.05083(N)    078 52 26.85103(W) AD(       ) 3
 MA2288  NGVD 29 (07/19/86)  471.26   (m)         1546.1    (f) LEVELING    3  
 MA2288
 MA2288.Superseded values are not recommended for survey control.
 MA2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2288.See file dsdata.txt to determine how the superseded data were derived.
 MA2288
 MA2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF7878342269(NAD 83)
 MA2288_MARKER: DD = SURVEY DISK
 MA2288_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MA2288_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MA2288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA2288
 MA2288  HISTORY     - Date     Condition        Report By
 MA2288  HISTORY     - 1965     MONUMENTED       USGS
 MA2288
 MA2288                          STATION DESCRIPTION
 MA2288
 MA2288'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 MA2288'DESIRE, 0.9 MI S. OF JUNCTION OF Y-RD., ALONG MACADAM RD., THENCE 1.5
 MA2288'MI E. ALONG DIRT RD., 27 FT E. OF, AND ABOUT 3.0 FT HIGHER THAN
 MA2288'CENTER OF CROSSROADS, 2.4 FT NE. OF TELEPHONE POLE, 0.5 FT W. OF
 MA2288'METAL WITNESS POST, ON COPPER-COATED STEEL ROD DRIVEN 26.0 FT TO
 MA2288'REFUSAL, STANDARD DISK STAMPED---226 CMP 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0656 ***********************************************************************
 KX0656  DESIGNATION -  226.47
 KX0656  PID         -  KX0656
 KX0656  STATE/COUNTY-  PA/JEFFERSON
 KX0656  USGS QUAD   -  PUNXSUTAWNEY (1994)
 KX0656
 KX0656                         *CURRENT SURVEY CONTROL
 KX0656  ___________________________________________________________________
 KX0656* NAD 83(1986)-  40 56 27.     (N)    078 59 21.     (W)     SCALED    
 KX0656* NAVD 88     -       382.87   (+/-2cm)    1256.1    (feet)  VERTCON   
 KX0656  ___________________________________________________________________
 KX0656  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KX0656
 KX0656  VERT ORDER  -  ? (See Below)
 KX0656
 KX0656.The horizontal coordinates were scaled from a topographic map and have
 KX0656.an estimated accuracy of +/- 6 seconds.
 KX0656
 KX0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0656.The vertical order pertains to the NGVD 29 superseded value.
 KX0656
 KX0656.The geoid height was determined by GEOID03.
 KX0656
 KX0656;                    North         East    Units  Estimated Accuracy
 KX0656;SPC PA N     -    86,720.      495,650.      MT  (+/- 180 meters Scaled)
 KX0656
 KX0656                          SUPERSEDED SURVEY CONTROL
 KX0656
 KX0656  NGVD 29 (??/??/92)  383.031  (m)         1256.66   (f) ADJ UNCH    ?  
 KX0656
 KX0656.Superseded values are not recommended for survey control.
 KX0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0656.See file dsdata.txt to determine how the superseded data were derived.
 KX0656
 KX0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF692341(NAD 83)
 KX0656_MARKER: Z = SEE DESCRIPTION
 KX0656_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0656_SP_SET: ABUTMENT
 KX0656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0656
 KX0656  HISTORY     - Date     Condition        Report By
 KX0656  HISTORY     - 1920     MONUMENTED       BORR
 KX0656
 KX0656                          STATION DESCRIPTION
 KX0656
 KX0656'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1920
 KX0656'1.2 MI W FROM PUNXAUTAWNEY.
 KX0656'ABOUT 1.2 MILES WEST OF PUNXAUTAWNEY ON BRIDGE 226.37 ON BACKWALL
 KX0656'OF SOUTH ABUTMENT ON LEFT OF 11939+95.0.  A B.R. AND P.RY. STANDARD
 KX0656'PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0226 ***********************************************************************
 MA0226  DESIGNATION -  227
 MA0226  PID         -  MA0226
 MA0226  STATE/COUNTY-  PA/CLEARFIELD
 MA0226  USGS QUAD   -  FRENCHVILLE (1983)
 MA0226
 MA0226                         *CURRENT SURVEY CONTROL
 MA0226  ___________________________________________________________________
 MA0226* NAD 83(1986)-  41 03 31.     (N)    078 10 32.     (W)     SCALED    
 MA0226* NAVD 88     -       290.869  (meters)     954.29   (feet)  ADJUSTED  
 MA0226  ___________________________________________________________________
 MA0226  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 MA0226  DYNAMIC HT  -         290.726 (meters)     953.82  (feet)  COMP
 MA0226  MODELED GRAV-     980,125.5   (mgal)                       NAVD 88
 MA0226
 MA0226  VERT ORDER  -  SECOND    CLASS 0
 MA0226
 MA0226.The horizontal coordinates were scaled from a topographic map and have
 MA0226.an estimated accuracy of +/- 6 seconds.
 MA0226
 MA0226.The orthometric height was determined by differential leveling
 MA0226.and adjusted by the National Geodetic Survey in June 1991..
 MA0226
 MA0226.The geoid height was determined by GEOID03.
 MA0226
 MA0226.The dynamic height is computed by dividing the NAVD 88
 MA0226.geopotential number by the normal gravity value computed on the
 MA0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0226.degrees latitude (g = 980.6199 gals.).
 MA0226
 MA0226.The modeled gravity was interpolated from observed gravity values.
 MA0226
 MA0226;                    North         East    Units  Estimated Accuracy
 MA0226;SPC PA N     -    99,140.      564,230.      MT  (+/- 180 meters Scaled)
 MA0226
 MA0226                          SUPERSEDED SURVEY CONTROL
 MA0226
 MA0226  NGVD 29 (??/??/92)  291.028  (m)          954.81   (f) ADJ UNCH    2 0
 MA0226
 MA0226.Superseded values are not recommended for survey control.
 MA0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0226.See file dsdata.txt to determine how the superseded data were derived.
 MA0226
 MA0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF373491(NAD 83)
 MA0226_MARKER: Q = CHISELED SQUARE
 MA0226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0226_SP_SET: ABUTMENT
 MA0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0226
 MA0226  HISTORY     - Date     Condition        Report By
 MA0226  HISTORY     - UNK      MONUMENTED       NYCRR
 MA0226  HISTORY     - 1934     GOOD             NGS
 MA0226
 MA0226                          STATION DESCRIPTION
 MA0226
 MA0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0226'8.9 MI W FROM KARTHAUS.
 MA0226'ABOUT 8.9 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MA0226'KARTHAUS, CLEARFIELD COUNTY, ABOUT 1.3 MILES WEST OF THE STATION
 MA0226'AT ROLLING STONE, AT SANDY RUN, AT MILEAGE C 22.7, AT BRIDGE
 MA0226'R 16, ON THE TOP OF THE SOUTH END OF THE WEST ABUTMENT, 13 FEET
 MA0226'SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 1-1/4 FEET
 MA0226'LOWER THAN THE TOP OF THE RAIL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1878 ***********************************************************************
 KV1878  DESIGNATION -  22.71
 KV1878  PID         -  KV1878
 KV1878  STATE/COUNTY-  PA/MONTGOMERY
 KV1878  USGS QUAD   -  AMBLER (1983)
 KV1878
 KV1878                         *CURRENT SURVEY CONTROL
 KV1878  ___________________________________________________________________
 KV1878* NAD 83(1986)-  40 07 56.     (N)    075 11 14.     (W)     SCALED    
 KV1878* NAVD 88     -        65.090  (meters)     213.55   (feet)  ADJUSTED  
 KV1878  ___________________________________________________________________
 KV1878  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 KV1878  DYNAMIC HT  -          65.059 (meters)     213.45  (feet)  COMP
 KV1878  MODELED GRAV-     980,156.6   (mgal)                       NAVD 88
 KV1878
 KV1878  VERT ORDER  -  SECOND    CLASS 0
 KV1878
 KV1878.The horizontal coordinates were scaled from a topographic map and have
 KV1878.an estimated accuracy of +/- 6 seconds.
 KV1878
 KV1878.The orthometric height was determined by differential leveling
 KV1878.and adjusted by the National Geodetic Survey in June 1991..
 KV1878
 KV1878.The geoid height was determined by GEOID03.
 KV1878
 KV1878.The dynamic height is computed by dividing the NAVD 88
 KV1878.geopotential number by the normal gravity value computed on the
 KV1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1878.degrees latitude (g = 980.6199 gals.).
 KV1878
 KV1878.The modeled gravity was interpolated from observed gravity values.
 KV1878
 KV1878;                    North         East    Units  Estimated Accuracy
 KV1878;SPC PA S     -    91,870.      818,390.      MT  (+/- 180 meters Scaled)
 KV1878
 KV1878                          SUPERSEDED SURVEY CONTROL
 KV1878
 KV1878  NGVD 29 (??/??/??)   65.382  (m)          214.51   (f) ADJUSTED    2 0
 KV1878
 KV1878.Superseded values are not recommended for survey control.
 KV1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1878.See file dsdata.txt to determine how the superseded data were derived.
 KV1878
 KV1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK840424(NAD 83)
 KV1878_MARKER: Q = CHISELED SQUARE
 KV1878_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1878_SP_SET: BRIDGE
 KV1878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1878
 KV1878  HISTORY     - Date     Condition        Report By
 KV1878  HISTORY     - UNK      MONUMENTED       PRR
 KV1878  HISTORY     - 1935     GOOD             CGS
 KV1878  HISTORY     - 1974     GOOD             PADH
 KV1878  HISTORY     - 19981031 GOOD             USPSQD
 KV1878
 KV1878                          STATION DESCRIPTION
 KV1878
 KV1878'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1878'7.6 MI E FROM NORRISTOWN.
 KV1878'7.6 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE CROSSING
 KV1878'OF AN ELECTRIC RAILROAD AT NORRISTOWN, MONTGOMERY COUNTY, AT
 KV1878'BRIDGE 22.71, AND ON THE TOP OF THE NORTHWEST CORNER OF THE
 KV1878'BRIDGE.  A CHISELED SQUARE.
 KV1878
 KV1878                          STATION RECOVERY (1974)
 KV1878
 KV1878'RECOVERY NOTE BY PA DEPT OF HIGHWAYS 1974
 KV1878'RECOVERED IN GOOD CONDITION.
 KV1878
 KV1878                          STATION RECOVERY (1998)
 KV1878
 KV1878'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV1878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1901 ***********************************************************************
 KV1901  DESIGNATION -  227.15 LM TWP
 KV1901  PID         -  KV1901
 KV1901  STATE/COUNTY-  PA/CHESTER
 KV1901  USGS QUAD   -  NORRISTOWN (1992)
 KV1901
 KV1901                         *CURRENT SURVEY CONTROL
 KV1901  ___________________________________________________________________
 KV1901* NAD 83(1986)-  40 03 32.     (N)    075 20 23.     (W)     SCALED    
 KV1901* NAVD 88     -        68.938  (meters)     226.17   (feet)  ADJUSTED  
 KV1901  ___________________________________________________________________
 KV1901  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KV1901  DYNAMIC HT  -          68.905 (meters)     226.07  (feet)  COMP
 KV1901  MODELED GRAV-     980,153.7   (mgal)                       NAVD 88
 KV1901
 KV1901  VERT ORDER  -  SECOND    CLASS 0
 KV1901
 KV1901.The horizontal coordinates were scaled from a topographic map and have
 KV1901.an estimated accuracy of +/- 6 seconds.
 KV1901
 KV1901.The orthometric height was determined by differential leveling
 KV1901.and adjusted by the National Geodetic Survey in June 1991..
 KV1901
 KV1901.The geoid height was determined by GEOID03.
 KV1901
 KV1901.The dynamic height is computed by dividing the NAVD 88
 KV1901.geopotential number by the normal gravity value computed on the
 KV1901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1901.degrees latitude (g = 980.6199 gals.).
 KV1901
 KV1901.The modeled gravity was interpolated from observed gravity values.
 KV1901
 KV1901;                    North         East    Units  Estimated Accuracy
 KV1901;SPC PA S     -    83,370.      805,620.      MT  (+/- 180 meters Scaled)
 KV1901
 KV1901                          SUPERSEDED SURVEY CONTROL
 KV1901
 KV1901  NGVD 29 (??/??/??)   69.265  (m)          227.25   (f) ADJUSTED    2 0
 KV1901
 KV1901.Superseded values are not recommended for survey control.
 KV1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1901.See file dsdata.txt to determine how the superseded data were derived.
 KV1901
 KV1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK710343(NAD 83)
 KV1901_MARKER: DD = SURVEY DISK
 KV1901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1901_STAMPING: 227.15 LM TWP
 KV1901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1901+STABILITY: SURFACE MOTION
 KV1901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1901+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2004
 KV1901
 KV1901  HISTORY     - Date     Condition        Report By
 KV1901  HISTORY     - UNK      MONUMENTED       PA1296
 KV1901  HISTORY     - 1961     GOOD             CGS
 KV1901  HISTORY     - 20010123 POOR             PADT
 KV1901  HISTORY     - 20040911 GOOD             GEOCAC
 KV1901
 KV1901                          STATION DESCRIPTION
 KV1901
 KV1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV1901'1.5 MI NE FROM RADNOR.
 KV1901'1.5 MILE NORTH EAST ALONG MATSON FORD RD FROM RADNOR LOCATED AT
 KV1901'THE JUNCTION OF MATSON FORD RD. AND MONTGOMERY AVE. ON THE EAST
 KV1901'CORNER OF INTERSECTION, 36 FEET NORTH EAST OF THE CENTERLINE OF
 KV1901'MONTGOMERY AVE., 21 FEET SOUTH EAST OF THE CENTERLINE OF MATSON
 KV1901'FORD RD., 1 FOOT NORTH WEST OF NORTH WEST SIDE OF AN ABUTMENT OF
 KV1901'RAILROAD BRIDGE OVER MATSON FORD RD., 1 FOOT NORTH EAST OF THE
 KV1901'SOUTH WEST END OF ABUTMENT, 8 FEET NORTH EAST OF A POWER POLE,
 KV1901'PROJECTING ABOUT 6 INCHES AND ABOUT 1 FOOT ABOVE MATSON FORD RD.
 KV1901
 KV1901                          STATION RECOVERY (2001)
 KV1901
 KV1901'RECOVERY NOTE BY PA DEPT OF TRANSP 2001
 KV1901'MARK RECOVERED IN POOR CONDITION.
 KV1901
 KV1901                          STATION RECOVERY (2004)
 KV1901
 KV1901'RECOVERY NOTE BY GEOCACHING 2004 (CJB)
 KV1901'PHOTO AVAIL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0865 ***********************************************************************
 KX0865  DESIGNATION -  228.50
 KX0865  PID         -  KX0865
 KX0865  STATE/COUNTY-  PA/INDIANA
 KX0865  USGS QUAD   -  VALIER (1993)
 KX0865
 KX0865                         *CURRENT SURVEY CONTROL
 KX0865  ___________________________________________________________________
 KX0865* NAD 83(1986)-  40 55 17.     (N)    079 00 11.     (W)     SCALED    
 KX0865* NAVD 88     -       382.09   (+/-2cm)    1253.6    (feet)  VERTCON   
 KX0865  ___________________________________________________________________
 KX0865  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KX0865
 KX0865  VERT ORDER  -  ? (See Below)
 KX0865
 KX0865.The horizontal coordinates were scaled from a topographic map and have
 KX0865.an estimated accuracy of +/- 6 seconds.
 KX0865
 KX0865.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0865.The vertical order pertains to the NGVD 29 superseded value.
 KX0865
 KX0865.The geoid height was determined by GEOID03.
 KX0865
 KX0865;                    North         East    Units  Estimated Accuracy
 KX0865;SPC PA S     -   177,080.      494,450.      MT  (+/- 180 meters Scaled)
 KX0865
 KX0865                          SUPERSEDED SURVEY CONTROL
 KX0865
 KX0865  NGVD 29 (??/??/92)  382.258  (m)         1254.12   (f) ADJ UNCH    ?  
 KX0865
 KX0865.Superseded values are not recommended for survey control.
 KX0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0865.See file dsdata.txt to determine how the superseded data were derived.
 KX0865
 KX0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF681319(NAD 83)
 KX0865_MARKER: Z = SEE DESCRIPTION
 KX0865_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0865_SP_SET: BRIDGE
 KX0865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0865
 KX0865  HISTORY     - Date     Condition        Report By
 KX0865  HISTORY     - 1917     MONUMENTED       BORR
 KX0865  HISTORY     - 1917     GOOD             NGS
 KX0865
 KX0865                          STATION DESCRIPTION
 KX0865
 KX0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1917
 KX0865'2.5 MI E FROM HAMILTON.
 KX0865'ABOUT 2.5 MILES EAST OF HAMILTON.  BRIDGE 228.50 ON BACKWALL OF
 KX0865'NORTH ABUTMENT ON LEFT OF 12047 +73.0.  A B.R. AND P.RY. STANDARD
 KX0865'PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0866 ***********************************************************************
 KX0866  DESIGNATION -  229.16
 KX0866  PID         -  KX0866
 KX0866  STATE/COUNTY-  PA/JEFFERSON
 KX0866  USGS QUAD   -  VALIER (1993)
 KX0866
 KX0866                         *CURRENT SURVEY CONTROL
 KX0866  ___________________________________________________________________
 KX0866* NAD 83(1986)-  40 54 52.     (N)    079 00 43.     (W)     SCALED    
 KX0866* NAVD 88     -       384.60   (+/-2cm)    1261.8    (feet)  VERTCON   
 KX0866  ___________________________________________________________________
 KX0866  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KX0866
 KX0866  VERT ORDER  -  ? (See Below)
 KX0866
 KX0866.The horizontal coordinates were scaled from a topographic map and have
 KX0866.an estimated accuracy of +/- 6 seconds.
 KX0866
 KX0866.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0866.The vertical order pertains to the NGVD 29 superseded value.
 KX0866
 KX0866.The geoid height was determined by GEOID03.
 KX0866
 KX0866;                    North         East    Units  Estimated Accuracy
 KX0866;SPC PA N     -    83,820.      493,690.      MT  (+/- 180 meters Scaled)
 KX0866
 KX0866                          SUPERSEDED SURVEY CONTROL
 KX0866
 KX0866  NGVD 29 (??/??/92)  384.762  (m)         1262.34   (f) ADJ UNCH    ?  
 KX0866
 KX0866.Superseded values are not recommended for survey control.
 KX0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0866.See file dsdata.txt to determine how the superseded data were derived.
 KX0866
 KX0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF674311(NAD 83)
 KX0866_MARKER: Z = SEE DESCRIPTION
 KX0866_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0866_SP_SET: BRIDGE
 KX0866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0866
 KX0866  HISTORY     - Date     Condition        Report By
 KX0866  HISTORY     - 1917     MONUMENTED       BORR
 KX0866
 KX0866                          STATION DESCRIPTION
 KX0866
 KX0866'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1917
 KX0866'1.9 MI E FROM HAMILTON.
 KX0866'ABOUT 1.9 MILES EAST OF HAMILTON.  ON BRIDGE 229.16 ON BACKWALL
 KX0866'OF SOUTH ABUTMENT ON LEFT SIDE OF TRACK 12082 +29.0.  A B.R. AND
 KX0866'P.RY. STANDARD PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0867 ***********************************************************************
 KX0867  DESIGNATION -  229.82
 KX0867  PID         -  KX0867
 KX0867  STATE/COUNTY-  PA/INDIANA
 KX0867  USGS QUAD   -  VALIER (1993)
 KX0867
 KX0867                         *CURRENT SURVEY CONTROL
 KX0867  ___________________________________________________________________
 KX0867* NAD 83(1986)-  40 54 53.     (N)    079 01 24.     (W)     SCALED    
 KX0867* NAVD 88     -       381.78   (+/-2cm)    1252.6    (feet)  VERTCON   
 KX0867  ___________________________________________________________________
 KX0867  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KX0867
 KX0867  VERT ORDER  -  ? (See Below)
 KX0867
 KX0867.The horizontal coordinates were scaled from a topographic map and have
 KX0867.an estimated accuracy of +/- 6 seconds.
 KX0867
 KX0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0867.The vertical order pertains to the NGVD 29 superseded value.
 KX0867
 KX0867.The geoid height was determined by GEOID03.
 KX0867
 KX0867;                    North         East    Units  Estimated Accuracy
 KX0867;SPC PA S     -   176,370.      492,730.      MT  (+/- 180 meters Scaled)
 KX0867
 KX0867                          SUPERSEDED SURVEY CONTROL
 KX0867
 KX0867  NGVD 29 (??/??/92)  381.944  (m)         1253.09   (f) ADJ UNCH    ?  
 KX0867
 KX0867.Superseded values are not recommended for survey control.
 KX0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0867.See file dsdata.txt to determine how the superseded data were derived.
 KX0867
 KX0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF664311(NAD 83)
 KX0867_MARKER: Z = SEE DESCRIPTION
 KX0867_SETTING: 0 = UNSPECIFIED SETTING
 KX0867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0867
 KX0867  HISTORY     - Date     Condition        Report By
 KX0867  HISTORY     - 1917     MONUMENTED       BORR
 KX0867
 KX0867                          STATION DESCRIPTION
 KX0867
 KX0867'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1917
 KX0867'1.2 MI E FROM HAMILTON.
 KX0867'ABOUT 1.2 MILES EAST OF HAMILTON.  ON BENCH MARK POST 50.0 TO
 KX0867'RIGHT OF 12116 +93.0 BACK OF EUREKA NO. 7 SIGN.  A B.R. AND P.RY.
 KX0867'STANDARD PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0453 ***********************************************************************
 KX0453  DESIGNATION -  23
 KX0453  PID         -  KX0453
 KX0453  STATE/COUNTY-  PA/CAMBRIA
 KX0453  USGS QUAD   -  GEISTOWN (1993)
 KX0453
 KX0453                         *CURRENT SURVEY CONTROL
 KX0453  ___________________________________________________________________
 KX0453* NAD 83(1986)-  40 21 54.     (N)    078 51 20.     (W)     SCALED    
 KX0453* NAVD 88     -       404.250  (meters)    1326.28   (feet)  ADJUSTED  
 KX0453  ___________________________________________________________________
 KX0453  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KX0453  DYNAMIC HT  -         404.032 (meters)    1325.56  (feet)  COMP
 KX0453  MODELED GRAV-     980,073.9   (mgal)                       NAVD 88
 KX0453
 KX0453  VERT ORDER  -  SECOND    CLASS 0
 KX0453
 KX0453.The horizontal coordinates were scaled from a topographic map and have
 KX0453.an estimated accuracy of +/- 6 seconds.
 KX0453
 KX0453.The orthometric height was determined by differential leveling
 KX0453.and adjusted by the National Geodetic Survey in June 1991..
 KX0453
 KX0453.The geoid height was determined by GEOID03.
 KX0453
 KX0453.The dynamic height is computed by dividing the NAVD 88
 KX0453.geopotential number by the normal gravity value computed on the
 KX0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0453.degrees latitude (g = 980.6199 gals.).
 KX0453
 KX0453.The modeled gravity was interpolated from observed gravity values.
 KX0453
 KX0453;                    North         East    Units  Estimated Accuracy
 KX0453;SPC PA S     -   115,140.      506,100.      MT  (+/- 180 meters Scaled)
 KX0453
 KX0453                          SUPERSEDED SURVEY CONTROL
 KX0453
 KX0453  NGVD 29 (??/??/92)  404.43   (m)         1326.9    (f) COMPUTED    2 0
 KX0453
 KX0453.Superseded values are not recommended for survey control.
 KX0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0453.See file dsdata.txt to determine how the superseded data were derived.
 KX0453
 KX0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE820704(NAD 83)
 KX0453_MARKER: Q = CHISELED SQUARE
 KX0453_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0453_SP_SET: DAM COPING
 KX0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0453
 KX0453  HISTORY     - Date     Condition        Report By
 KX0453  HISTORY     - UNK      MONUMENTED       PRR
 KX0453  HISTORY     - 1966     MARK NOT FOUND   NGS
 KX0453
 KX0453                          STATION DESCRIPTION
 KX0453
 KX0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0453'1.8 MI W FROM MINERAL POINT.
 KX0453'1.8 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION AT
 KX0453'MINERAL POINT, CAMBRIA COUNTY, 340 FEET WEST OF MILEPOST 270, AT
 KX0453'THE CAMBRIA IRON CO. DAM, AND ON THE CORNER OF THE COPING.  A
 KX0453'CHISELED SQUARE.  NOTE-- NO DAM COULD BE FOUND AT THE DESCRIBED
 KX0453'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1360 ***********************************************************************
 KW1360  DESIGNATION -  23 PRR
 KW1360  PID         -  KW1360
 KW1360  STATE/COUNTY-  PA/DAUPHIN
 KW1360  USGS QUAD   -  MILLERSBURG (1969)
 KW1360
 KW1360                         *CURRENT SURVEY CONTROL
 KW1360  ___________________________________________________________________
 KW1360* NAD 83(1986)-  40 33 28.     (N)    076 58 08.     (W)     SCALED    
 KW1360* NAVD 88     -       121.418  (meters)     398.35   (feet)  ADJUSTED  
 KW1360  ___________________________________________________________________
 KW1360  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KW1360  DYNAMIC HT  -         121.361 (meters)     398.17  (feet)  COMP
 KW1360  MODELED GRAV-     980,151.5   (mgal)                       NAVD 88
 KW1360
 KW1360  VERT ORDER  -  SECOND    CLASS 0
 KW1360
 KW1360.The horizontal coordinates were scaled from a topographic map and have
 KW1360.an estimated accuracy of +/- 6 seconds.
 KW1360
 KW1360.The orthometric height was determined by differential leveling
 KW1360.and adjusted by the National Geodetic Survey in June 1991..
 KW1360
 KW1360.The geoid height was determined by GEOID03.
 KW1360
 KW1360.The dynamic height is computed by dividing the NAVD 88
 KW1360.geopotential number by the normal gravity value computed on the
 KW1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1360.degrees latitude (g = 980.6199 gals.).
 KW1360
 KW1360.The modeled gravity was interpolated from observed gravity values.
 KW1360
 KW1360;                    North         East    Units  Estimated Accuracy
 KW1360;SPC PA S     -   136,250.      666,150.      MT  (+/- 180 meters Scaled)
 KW1360
 KW1360                          SUPERSEDED SURVEY CONTROL
 KW1360
 KW1360  NGVD 29 (??/??/??)  121.645  (m)          399.10   (f) ADJUSTED    2 0
 KW1360
 KW1360.Superseded values are not recommended for survey control.
 KW1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1360.See file dsdata.txt to determine how the superseded data were derived.
 KW1360
 KW1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK333915(NAD 83)
 KW1360_MARKER: Z = SEE DESCRIPTION
 KW1360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1360_SP_SET: ABUTMENT
 KW1360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1360
 KW1360  HISTORY     - Date     Condition        Report By
 KW1360  HISTORY     - UNK      MONUMENTED       PRR
 KW1360  HISTORY     - 1934     GOOD             CGS
 KW1360
 KW1360                          STATION DESCRIPTION
 KW1360
 KW1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1360'NEAR LIVERPOOL.
 KW1360'IN DAUPHIN COUNTY, NEAR LIVERPOOL, PERRY COUNTY, AND AT A SHELF
 KW1360'IN THE FACE OF THE WEST ABUTMENT OF AN OVERHEAD BRIDGE 160A.  THE
 KW1360'TOP OF THE SHELF. MARK TYPE IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1750 ***********************************************************************
 JU1750  DESIGNATION -  230 PADH
 JU1750  PID         -  JU1750
 JU1750  STATE/COUNTY-  PA/CHESTER
 JU1750  USGS QUAD   -  UNIONVILLE (1992)
 JU1750
 JU1750                         *CURRENT SURVEY CONTROL
 JU1750  ___________________________________________________________________
 JU1750* NAD 83(1986)-  39 59 41.     (N)    075 41 54.     (W)     SCALED    
 JU1750* NAVD 88     -        69.856  (meters)     229.19   (feet)  ADJUSTED  
 JU1750  ___________________________________________________________________
 JU1750  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JU1750  DYNAMIC HT  -          69.822 (meters)     229.07  (feet)  COMP
 JU1750  MODELED GRAV-     980,134.4   (mgal)                       NAVD 88
 JU1750
 JU1750  VERT ORDER  -  SECOND    CLASS 0
 JU1750
 JU1750.The horizontal coordinates were scaled from a topographic map and have
 JU1750.an estimated accuracy of +/- 6 seconds.
 JU1750
 JU1750.The orthometric height was determined by differential leveling
 JU1750.and adjusted by the National Geodetic Survey in June 1991..
 JU1750
 JU1750.The geoid height was determined by GEOID03.
 JU1750
 JU1750.The dynamic height is computed by dividing the NAVD 88
 JU1750.geopotential number by the normal gravity value computed on the
 JU1750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1750.degrees latitude (g = 980.6199 gals.).
 JU1750
 JU1750.The modeled gravity was interpolated from observed gravity values.
 JU1750
 JU1750;                    North         East    Units  Estimated Accuracy
 JU1750;SPC PA S     -    75,470.      775,200.      MT  (+/- 180 meters Scaled)
 JU1750
 JU1750                          SUPERSEDED SURVEY CONTROL
 JU1750
 JU1750  NGVD 29 (??/??/??)   70.135  (m)          230.10   (f) ADJUSTED    2 0
 JU1750
 JU1750.Superseded values are not recommended for survey control.
 JU1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1750.See file dsdata.txt to determine how the superseded data were derived.
 JU1750
 JU1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK403274(NAD 83)
 JU1750_MARKER: DD = SURVEY DISK
 JU1750_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1750_SP_SET: BRIDGE
 JU1750_STAMPING: 230 1966
 JU1750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1750_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1750+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003
 JU1750
 JU1750  HISTORY     - Date     Condition        Report By
 JU1750  HISTORY     - 1966     MONUMENTED       PADH
 JU1750  HISTORY     - 1966     GOOD             CGS
 JU1750  HISTORY     - 20030717 GOOD             STEWRT
 JU1750
 JU1750                          STATION DESCRIPTION
 JU1750
 JU1750'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1750'0.9 MI SE FROM DOWNINGTOWN.
 JU1750'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY 322 FROM THE JUNCTION
 JU1750'OF U.S. HIGHWAYS 322 AND 30 IN DOWNINGTOWN, SET IN THE TOP OF
 JU1750'THE SOUTHEAST WINGWALL OF A BRIDGE OVER EAST BRANCH, 20 FEET
 JU1750'EAST OF THE CENTERLINE OF HIGHWAY AND IS ABOUT LEVEL WITH THE
 JU1750'HIGHWAY.
 JU1750
 JU1750                          STATION RECOVERY (2003)
 JU1750
 JU1750'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2003 (DEN)
 JU1750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0618 ***********************************************************************
 KW0618  DESIGNATION -  23+02
 KW0618  PID         -  KW0618
 KW0618  STATE/COUNTY-  PA/LANCASTER
 KW0618  USGS QUAD   -  LITITZ (1995)
 KW0618
 KW0618                         *CURRENT SURVEY CONTROL
 KW0618  ___________________________________________________________________
 KW0618* NAD 83(1986)-  40 09 34.     (N)    076 20 26.     (W)     SCALED    
 KW0618* NAVD 88     -       120.516  (meters)     395.39   (feet)  ADJUSTED  
 KW0618  ___________________________________________________________________
 KW0618  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 KW0618  DYNAMIC HT  -         120.452 (meters)     395.18  (feet)  COMP
 KW0618  MODELED GRAV-     980,091.5   (mgal)                       NAVD 88
 KW0618
 KW0618  VERT ORDER  -  SECOND    CLASS 0
 KW0618
 KW0618.The horizontal coordinates were scaled from a topographic map and have
 KW0618.an estimated accuracy of +/- 6 seconds.
 KW0618
 KW0618.The orthometric height was determined by differential leveling
 KW0618.and adjusted by the National Geodetic Survey in June 1991..
 KW0618
 KW0618.The geoid height was determined by GEOID03.
 KW0618
 KW0618.The dynamic height is computed by dividing the NAVD 88
 KW0618.geopotential number by the normal gravity value computed on the
 KW0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0618.degrees latitude (g = 980.6199 gals.).
 KW0618
 KW0618.The modeled gravity was interpolated from observed gravity values.
 KW0618
 KW0618;                    North         East    Units  Estimated Accuracy
 KW0618;SPC PA S     -    92,690.      720,070.      MT  (+/- 180 meters Scaled)
 KW0618
 KW0618                          SUPERSEDED SURVEY CONTROL
 KW0618
 KW0618  NGVD 29 (??/??/??)  120.741  (m)          396.13   (f) ADJUSTED    2 0
 KW0618
 KW0618.Superseded values are not recommended for survey control.
 KW0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0618.See file dsdata.txt to determine how the superseded data were derived.
 KW0618
 KW0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK858463(NAD 83)
 KW0618_MARKER: Q = CHISELED SQUARE
 KW0618_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0618_SP_SET: BASE
 KW0618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0618
 KW0618  HISTORY     - Date     Condition        Report By
 KW0618  HISTORY     - UNK      MONUMENTED       CGS
 KW0618  HISTORY     - 1935     GOOD             CGS
 KW0618  HISTORY     - 20051113 POOR             GEOCAC
 KW0618
 KW0618                          STATION DESCRIPTION
 KW0618
 KW0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0618'1.7 MI W FROM LITITZ.
 KW0618'ABOUT 1.7 MILES WEST ALONG THE READING CO. RAILWAY FROM THE
 KW0618'STATION AT LITITZ, LANCASTER COUNTY, AT POLE 23+02, ON THE TOP OF
 KW0618'THE CONCRETE BASE, AND 12 FEET NORTH OF THE TRACK.  A CHISELED
 KW0618'SQUARE.
 KW0618
 KW0618                          STATION RECOVERY (2005)
 KW0618
 KW0618'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0618'SIGN HAS BEEN REMOVED FROM CONCRETE BASE. BASE IS TILTED APPROX 15
 KW0618'DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0109 ***********************************************************************
 JV0109  DESIGNATION -  231 PRR
 JV0109  PID         -  JV0109
 JV0109  STATE/COUNTY-  PA/LANCASTER
 JV0109  USGS QUAD   -  SAFE HARBOR (1995)
 JV0109
 JV0109                         *CURRENT SURVEY CONTROL
 JV0109  ___________________________________________________________________
 JV0109* NAD 83(1986)-  39 59 39.     (N)    076 28 18.     (W)     SCALED    
 JV0109* NAVD 88     -        70.04   (+/-2cm)     229.8    (feet)  VERTCON   
 JV0109  ___________________________________________________________________
 JV0109  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JV0109
 JV0109  VERT ORDER  -  ? (See Below)
 JV0109
 JV0109.The horizontal coordinates were scaled from a topographic map and have
 JV0109.an estimated accuracy of +/- 6 seconds.
 JV0109
 JV0109.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV0109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV0109.The vertical order pertains to the NGVD 29 superseded value.
 JV0109
 JV0109.The geoid height was determined by GEOID03.
 JV0109
 JV0109;                    North         East    Units  Estimated Accuracy
 JV0109;SPC PA S     -    74,170.      709,170.      MT  (+/- 180 meters Scaled)
 JV0109
 JV0109                          SUPERSEDED SURVEY CONTROL
 JV0109
 JV0109  NGVD 29 (??/??/??)   70.305  (m)          230.66   (f) ADJUSTED    ?  
 JV0109
 JV0109.Superseded values are not recommended for survey control.
 JV0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0109.See file dsdata.txt to determine how the superseded data were derived.
 JV0109
 JV0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK743281(NAD 83)
 JV0109_MARKER: B = BOLT
 JV0109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV0109_SP_SET: CULVERT
 JV0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV0109
 JV0109  HISTORY     - Date     Condition        Report By
 JV0109  HISTORY     - UNK      MONUMENTED       PRR
 JV0109  HISTORY     - 1955     MARK NOT FOUND   CGS
 JV0109  HISTORY     - 20050918 MARK NOT FOUND   GEOCAC
 JV0109
 JV0109                          STATION DESCRIPTION
 JV0109
 JV0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JV0109'0.3 MI S FROM WASHINGTON BORO.
 JV0109'ABOUT 0.3 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JV0109'STATION AT WASHINGTON BORO, LANCASTER COUNTY, AT A LARGE CULVERT
 JV0109'UNDER THE WEST TRACK, AND IN THE NORTHEAST CORNER.  NO CULVERT
 JV0109'WAS FOUND SOUTH OF WASHINGTON BORO, HOWEVER A CULVERT WAS FOUND
 JV0109'ABOUT 0.3 MILE NORTH OF TOWN.  THE CULVERT HAS BEEN CAPPED WITH
 JV0109'CONCRETE AND IF MARK WAS SET IN THIS CULVERT IT WOULD BE DESTROYED
 JV0109'OR INACCESSABLE.  IT APPEARS THAT THE MARK SHOULD BE NORTH OF
 JV0109'TOWN AS IT FALLS BETWEEN MARKS WHICH ARE IN TOWN AND 0.9 MILE
 JV0109'NORTHWEST.
 JV0109
 JV0109                          STATION RECOVERY (2005)
 JV0109
 JV0109'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 JV0109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0107 ***********************************************************************
 JV0107  DESIGNATION -  233 USGS
 JV0107  PID         -  JV0107
 JV0107  STATE/COUNTY-  PA/LANCASTER
 JV0107  USGS QUAD   -  SAFE HARBOR (1995)
 JV0107
 JV0107                         *CURRENT SURVEY CONTROL
 JV0107  ___________________________________________________________________
 JV0107* NAD 83(1986)-  39 59 37.     (N)    076 28 17.     (W)     SCALED    
 JV0107* NAVD 88     -        71.035  (meters)     233.05   (feet)  ADJUSTED  
 JV0107  ___________________________________________________________________
 JV0107  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JV0107  DYNAMIC HT  -          70.999 (meters)     232.94  (feet)  COMP
 JV0107  MODELED GRAV-     980,119.9   (mgal)                       NAVD 88
 JV0107
 JV0107  VERT ORDER  -  FIRST     CLASS II
 JV0107
 JV0107.The horizontal coordinates were scaled from a topographic map and have
 JV0107.an estimated accuracy of +/- 6 seconds.
 JV0107
 JV0107.The orthometric height was determined by differential leveling
 JV0107.and adjusted by the National Geodetic Survey in June 1991..
 JV0107
 JV0107.The geoid height was determined by GEOID03.
 JV0107
 JV0107.The dynamic height is computed by dividing the NAVD 88
 JV0107.geopotential number by the normal gravity value computed on the
 JV0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0107.degrees latitude (g = 980.6199 gals.).
 JV0107
 JV0107.The modeled gravity was interpolated from observed gravity values.
 JV0107
 JV0107;                    North         East    Units  Estimated Accuracy
 JV0107;SPC PA S     -    74,100.      709,190.      MT  (+/- 180 meters Scaled)
 JV0107
 JV0107                          SUPERSEDED SURVEY CONTROL
 JV0107
 JV0107  NGVD 29 (??/??/??)   71.302  (m)          233.93   (f) ADJUSTED    1 2
 JV0107
 JV0107.Superseded values are not recommended for survey control.
 JV0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0107.See file dsdata.txt to determine how the superseded data were derived.
 JV0107
 JV0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK743280(NAD 83)
 JV0107_MARKER: DD = SURVEY DISK
 JV0107_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV0107_SP_SET: WALL
 JV0107_STAMPING: 233
 JV0107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV0107
 JV0107  HISTORY     - Date     Condition        Report By
 JV0107  HISTORY     - UNK      MONUMENTED       USGS
 JV0107  HISTORY     - 1955     GOOD             CGS
 JV0107  HISTORY     - 1979     MARK NOT FOUND   NGS
 JV0107  HISTORY     - 20050918 MARK NOT FOUND   GEOCAC
 JV0107
 JV0107                          STATION DESCRIPTION
 JV0107
 JV0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JV0107'3.4 MI SE FROM COLUMBIA.
 JV0107'ABOUT 3.4 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 JV0107'THE STATION AT COLUMBIA, ABOUT 65 YARDS SOUTH ALONG STATE HIGHWAY
 JV0107'441 FROM THE SOUTH END OF HIGHWAY BRIDGE OVER STAMANS RUN,
 JV0107'116 1/2 FEET SOUTHEAST OF MILE POST 35, 28 FEET EAST OF CENTER
 JV0107'LINE OF HIGHWAY 441, 55 FEET EAST AND ACROSS HIGHWAY FROM EAST
 JV0107'RAIL OF EAST TRACK, 36 1/2 FEET SOUTHEAST OF CENTER OF JUNCTION
 JV0107'OF HIGHWAY AND A ROAD LEADING EAST AND UP HILL, IN THE TOP OF
 JV0107'CONCRETE CAPPED STONE WALL AROUND A BARN LOT, 10 FEET SOUTH OF
 JV0107'NORTHWEST CORNER OF WALL, 25 1/2 FEET SOUTH OF CENTER LINE OF
 JV0107'BLACK TOP ROAD EAST AND UPHILL.
 JV0107
 JV0107                          STATION RECOVERY (1979)
 JV0107
 JV0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV0107'MARK NOT FOUND.
 JV0107
 JV0107                          STATION RECOVERY (2005)
 JV0107
 JV0107'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 JV0107'BARN AND WALL ARE GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0870 ***********************************************************************
 KX0870  DESIGNATION -  233.57
 KX0870  PID         -  KX0870
 KX0870  STATE/COUNTY-  PA/INDIANA
 KX0870  USGS QUAD   -  VALIER (1993)
 KX0870
 KX0870                         *CURRENT SURVEY CONTROL
 KX0870  ___________________________________________________________________
 KX0870* NAD 83(1986)-  40 54 38.     (N)    079 04 57.     (W)     SCALED    
 KX0870* NAVD 88     -       358.27   (+/-2cm)    1175.4    (feet)  VERTCON   
 KX0870  ___________________________________________________________________
 KX0870  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KX0870
 KX0870  VERT ORDER  -  ? (See Below)
 KX0870
 KX0870.The horizontal coordinates were scaled from a topographic map and have
 KX0870.an estimated accuracy of +/- 6 seconds.
 KX0870
 KX0870.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0870.The vertical order pertains to the NGVD 29 superseded value.
 KX0870
 KX0870.The geoid height was determined by GEOID03.
 KX0870
 KX0870;                    North         East    Units  Estimated Accuracy
 KX0870;SPC PA S     -   175,980.      487,740.      MT  (+/- 180 meters Scaled)
 KX0870
 KX0870                          SUPERSEDED SURVEY CONTROL
 KX0870
 KX0870  NGVD 29 (??/??/92)  358.432  (m)         1175.96   (f) ADJ UNCH    ?  
 KX0870
 KX0870.Superseded values are not recommended for survey control.
 KX0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0870.See file dsdata.txt to determine how the superseded data were derived.
 KX0870
 KX0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF614305(NAD 83)
 KX0870_MARKER: Z = SEE DESCRIPTION
 KX0870_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0870_SP_SET: CULVERT
 KX0870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0870
 KX0870  HISTORY     - Date     Condition        Report By
 KX0870  HISTORY     - 1917     MONUMENTED       BORR
 KX0870
 KX0870                          STATION DESCRIPTION
 KX0870
 KX0870'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1917
 KX0870'2.5 MI W FROM HAMILTON.
 KX0870'ABOUT 2.5 MILES WEST OF HAMILTON.  ON CULVERT 233.57 ON CENTER
 KX0870'LINE OF COPING AT EAST END OF CULVERT TO THE LEFT OF 12315 +02.0.
 KX0870'A B.R. AND P.RY. STANDARD PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0093 ***********************************************************************
 JV0093  DESIGNATION -  234 USGS
 JV0093  PID         -  JV0093
 JV0093  STATE/COUNTY-  PA/LANCASTER
 JV0093  USGS QUAD   -  SAFE HARBOR (1995)
 JV0093
 JV0093                         *CURRENT SURVEY CONTROL
 JV0093  ___________________________________________________________________
 JV0093* NAD 83(1986)-  39 56 18.     (N)    076 25 59.     (W)     SCALED    
 JV0093* NAVD 88     -        71.151  (meters)     233.43   (feet)  ADJUSTED  
 JV0093  ___________________________________________________________________
 JV0093  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JV0093  DYNAMIC HT  -          71.115 (meters)     233.32  (feet)  COMP
 JV0093  MODELED GRAV-     980,112.5   (mgal)                       NAVD 88
 JV0093
 JV0093  VERT ORDER  -  FIRST     CLASS II
 JV0093
 JV0093.The horizontal coordinates were scaled from a topographic map and have
 JV0093.an estimated accuracy of +/- 6 seconds.
 JV0093
 JV0093.The orthometric height was determined by differential leveling
 JV0093.and adjusted by the National Geodetic Survey in June 1991..
 JV0093
 JV0093.The geoid height was determined by GEOID03.
 JV0093
 JV0093.The dynamic height is computed by dividing the NAVD 88
 JV0093.geopotential number by the normal gravity value computed on the
 JV0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0093.degrees latitude (g = 980.6199 gals.).
 JV0093
 JV0093.The modeled gravity was interpolated from observed gravity values.
 JV0093
 JV0093;                    North         East    Units  Estimated Accuracy
 JV0093;SPC PA S     -    68,020.      712,560.      MT  (+/- 180 meters Scaled)
 JV0093
 JV0093                          SUPERSEDED SURVEY CONTROL
 JV0093
 JV0093  NGVD 29 (??/??/??)   71.424  (m)          234.33   (f) ADJUSTED    1 2
 JV0093
 JV0093.Superseded values are not recommended for survey control.
 JV0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0093.See file dsdata.txt to determine how the superseded data were derived.
 JV0093
 JV0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK775218(NAD 83)
 JV0093_MARKER: DD = SURVEY DISK
 JV0093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV0093_SP_SET: WALL
 JV0093_STAMPING: 234
 JV0093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV0093
 JV0093  HISTORY     - Date     Condition        Report By
 JV0093  HISTORY     - UNK      MONUMENTED       USGS
 JV0093  HISTORY     - 1955     GOOD             CGS
 JV0093  HISTORY     - 1979     GOOD             NGS
 JV0093
 JV0093                          STATION DESCRIPTION
 JV0093
 JV0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JV0093'2.6 MI NW FROM SAFE HARBOR.
 JV0093'ABOUT 2.65 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 JV0093'NORTHEAST END OF DAM ACROSS SUSQUEHANNA RIVER AT SAFE HARBOR,
 JV0093'ABOUT 0.1 MILE SOUTHEAST OF MILE POST 36, 20 1/2 FEET NORTHEAST
 JV0093'OF NORTHEAST RAIL, SET VERTICALLY IN THE SOUTHWEST FACE OF
 JV0093'STONE MASONRY RETAINING WALL, 0.7 FOOT NORTHWEST OF SOUTHEAST
 JV0093'END OF RETAINING WALL, ABOUT 1/2 FOOT ABOVE GROUND AND ABOUT
 JV0093'1 FOOT ABOVE LEVEL OF TRACK.
 JV0093
 JV0093                          STATION RECOVERY (1979)
 JV0093
 JV0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV0093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0095 ***********************************************************************
 JV0095  DESIGNATION -  235 PRR
 JV0095  PID         -  JV0095
 JV0095  STATE/COUNTY-  PA/LANCASTER
 JV0095  USGS QUAD   -  SAFE HARBOR (1995)
 JV0095
 JV0095                         *CURRENT SURVEY CONTROL
 JV0095  ___________________________________________________________________
 JV0095* NAD 83(1986)-  39 56 51.     (N)    076 26 53.     (W)     SCALED    
 JV0095* NAVD 88     -        71.320  (meters)     233.99   (feet)  ADJUSTED  
 JV0095  ___________________________________________________________________
 JV0095  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 JV0095  DYNAMIC HT  -          71.284 (meters)     233.87  (feet)  COMP
 JV0095  MODELED GRAV-     980,110.5   (mgal)                       NAVD 88
 JV0095
 JV0095  VERT ORDER  -  FIRST     CLASS II
 JV0095
 JV0095.The horizontal coordinates were scaled from a topographic map and have
 JV0095.an estimated accuracy of +/- 6 seconds.
 JV0095
 JV0095.The orthometric height was determined by differential leveling
 JV0095.and adjusted by the National Geodetic Survey in June 1991..
 JV0095
 JV0095.The geoid height was determined by GEOID03.
 JV0095
 JV0095.The dynamic height is computed by dividing the NAVD 88
 JV0095.geopotential number by the normal gravity value computed on the
 JV0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0095.degrees latitude (g = 980.6199 gals.).
 JV0095
 JV0095.The modeled gravity was interpolated from observed gravity values.
 JV0095
 JV0095;                    North         East    Units  Estimated Accuracy
 JV0095;SPC PA S     -    69,010.      711,260.      MT  (+/- 180 meters Scaled)
 JV0095
 JV0095                          SUPERSEDED SURVEY CONTROL
 JV0095
 JV0095  NGVD 29 (??/??/??)   71.591  (m)          234.88   (f) ADJUSTED    1 2
 JV0095
 JV0095.Superseded values are not recommended for survey control.
 JV0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0095.See file dsdata.txt to determine how the superseded data were derived.
 JV0095
 JV0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK762229(NAD 83)
 JV0095_MARKER: B = BOLT
 JV0095_SETTING: 66 = SET IN ROCK OUTCROP
 JV0095_SP_SET: ROCK CLIFF
 JV0095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV0095+STABILITY: POSITION/ELEVATION WELL
 JV0095
 JV0095  HISTORY     - Date     Condition        Report By
 JV0095  HISTORY     - UNK      MONUMENTED       PRR
 JV0095  HISTORY     - 1955     GOOD             CGS
 JV0095  HISTORY     - 1979     GOOD             NGS
 JV0095
 JV0095                          STATION DESCRIPTION
 JV0095
 JV0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JV0095'3.7 MI NW FROM SAFE HARBOR.
 JV0095'235 PRR
 JV0095'ABOUT 3.7 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 JV0095'THE NORTHEAST END OF DAM ACROSS SUSQUEHANNA RIVER AT SAFE HARBOR
 JV0095'ABOUT 95 YARDS SOUTHEAST OF MILE POST 37, ABOUT 60 FEET NORTH AND
 JV0095'ACROSS TRACK FROM BENCH MARK N 6, 22.4 FEET NORTHEAST OF
 JV0095'NORTHEAST RAIL, 8 FEET NORTHWEST OF NORTH END OF WEST CONCRETE
 JV0095'RETAINING WALL OF A LARGE CATCH BASIN FOR A WATER FALL (CATCH
 JV0095'BASIN IS UNDER OVERHEAD WATER SHUTE), A 1-INCH COPPER BOLT IN
 JV0095'THE TOP OF SLANTING SOLID ROCK AT FOOT OF A CLIFF AND ABOUT 1
 JV0095'FOOT ABOVE LEVEL OF TRACK.
 JV0095
 JV0095                          STATION RECOVERY (1979)
 JV0095
 JV0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0871 ***********************************************************************
 KX0871  DESIGNATION -  235.59
 KX0871  PID         -  KX0871
 KX0871  STATE/COUNTY-  PA/INDIANA
 KX0871  USGS QUAD   -  VALIER (1993)
 KX0871
 KX0871                         *CURRENT SURVEY CONTROL
 KX0871  ___________________________________________________________________
 KX0871* NAD 83(1986)-  40 54 29.     (N)    079 07 01.     (W)     SCALED    
 KX0871* NAVD 88     -       356.06   (+/-2cm)    1168.2    (feet)  VERTCON   
 KX0871  ___________________________________________________________________
 KX0871  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KX0871
 KX0871  VERT ORDER  -  ? (See Below)
 KX0871
 KX0871.The horizontal coordinates were scaled from a topographic map and have
 KX0871.an estimated accuracy of +/- 6 seconds.
 KX0871
 KX0871.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0871.The vertical order pertains to the NGVD 29 superseded value.
 KX0871
 KX0871.The geoid height was determined by GEOID03.
 KX0871
 KX0871;                    North         East    Units  Estimated Accuracy
 KX0871;SPC PA S     -   175,750.      484,840.      MT  (+/- 180 meters Scaled)
 KX0871
 KX0871                          SUPERSEDED SURVEY CONTROL
 KX0871
 KX0871  NGVD 29 (??/??/92)  356.223  (m)         1168.71   (f) ADJ UNCH    ?  
 KX0871
 KX0871.Superseded values are not recommended for survey control.
 KX0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0871.See file dsdata.txt to determine how the superseded data were derived.
 KX0871
 KX0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF585302(NAD 83)
 KX0871_MARKER: Z = SEE DESCRIPTION
 KX0871_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0871_SP_SET: BRIDGE
 KX0871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0871
 KX0871  HISTORY     - Date     Condition        Report By
 KX0871  HISTORY     - UNK      MONUMENTED       BORR
 KX0871
 KX0871                          STATION DESCRIPTION
 KX0871
 KX0871'DESCRIBED BY BALTIMORE AND OHIO RAILROAD UNK
 KX0871'4.3 MI W FROM HAMILTON.
 KX0871'ABOUT 4.3 MILES WEST OF HAMILTON.  BRIDGE 235.59 ON BACKWALL OF
 KX0871'NORTH ABUTMENT ON LEFT SIDE OF TRACK, FIRST STONE DOWN 12421
 KX0871'+68.0.  A B.R. AND P.RY. STANDARD PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0946 ***********************************************************************
 JW0946  DESIGNATION -  238
 JW0946  PID         -  JW0946
 JW0946  STATE/COUNTY-  PA/FAYETTE
 JW0946  USGS QUAD   -  SOUTH CONNELLSVILLE (1973)
 JW0946
 JW0946                         *CURRENT SURVEY CONTROL
 JW0946  ___________________________________________________________________
 JW0946* NAD 83(1986)-  39 58 36.     (N)    079 35 01.     (W)     SCALED    
 JW0946* NAVD 88     -       280.019  (meters)     918.70   (feet)  ADJUSTED  
 JW0946  ___________________________________________________________________
 JW0946  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 JW0946  DYNAMIC HT  -         279.856 (meters)     918.16  (feet)  COMP
 JW0946  MODELED GRAV-     980,035.8   (mgal)                       NAVD 88
 JW0946
 JW0946  VERT ORDER  -  FIRST     CLASS II
 JW0946
 JW0946.The horizontal coordinates were scaled from a topographic map and have
 JW0946.an estimated accuracy of +/- 6 seconds.
 JW0946
 JW0946.The orthometric height was determined by differential leveling
 JW0946.and adjusted by the National Geodetic Survey in June 1991..
 JW0946
 JW0946.The geoid height was determined by GEOID03.
 JW0946
 JW0946.The dynamic height is computed by dividing the NAVD 88
 JW0946.geopotential number by the normal gravity value computed on the
 JW0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0946.degrees latitude (g = 980.6199 gals.).
 JW0946
 JW0946.The modeled gravity was interpolated from observed gravity values.
 JW0946
 JW0946;                    North         East    Units  Estimated Accuracy
 JW0946;SPC PA S     -    73,060.      443,380.      MT  (+/- 180 meters Scaled)
 JW0946
 JW0946                          SUPERSEDED SURVEY CONTROL
 JW0946
 JW0946  NGVD 29 (??/??/92)  280.192  (m)          919.26   (f) ADJ UNCH    1 2
 JW0946
 JW0946.Superseded values are not recommended for survey control.
 JW0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0946.See file dsdata.txt to determine how the superseded data were derived.
 JW0946
 JW0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE209261(NAD 83)
 JW0946_MARKER: B = BOLT
 JW0946_SETTING: 66 = SET IN ROCK OUTCROP
 JW0946_SP_SET: ROCK OUTCROP
 JW0946_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0946+STABILITY: POSITION/ELEVATION WELL
 JW0946
 JW0946  HISTORY     - Date     Condition        Report By
 JW0946  HISTORY     - UNK      MONUMENTED       BORR
 JW0946  HISTORY     - 1935     GOOD             NGS
 JW0946
 JW0946                          STATION DESCRIPTION
 JW0946
 JW0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0946'3.2 MI SE FROM CONNELLSVILLE.
 JW0946'3.2 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0946'THE STATION AT CONNELLSVILLE, FAYETTE COUNTY, 3 RAILS SOUTHEAST
 JW0946'OF MILEPOST 267, 6 FEET EAST OF THE EAST RAIL OF THE WEST BOUND
 JW0946'TRACK, IN THE TOP OF A ROCK OUTCROP, AND LEVEL WITH THE TRACK.  A
 JW0946'COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0104 ***********************************************************************
 JV0104  DESIGNATION -  238 USGS
 JV0104  PID         -  JV0104
 JV0104  STATE/COUNTY-  PA/LANCASTER
 JV0104  USGS QUAD   -  SAFE HARBOR (1995)
 JV0104
 JV0104                         *CURRENT SURVEY CONTROL
 JV0104  ___________________________________________________________________
 JV0104* NAD 83(1986)-  39 58 55.     (N)    076 27 53.     (W)     SCALED    
 JV0104* NAVD 88     -        72.25   (+/-2cm)     237.0    (feet)  VERTCON   
 JV0104  ___________________________________________________________________
 JV0104  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JV0104
 JV0104  VERT ORDER  -  ? (See Below)
 JV0104
 JV0104.The horizontal coordinates were scaled from a topographic map and have
 JV0104.an estimated accuracy of +/- 6 seconds.
 JV0104
 JV0104.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV0104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV0104.The vertical order pertains to the NGVD 29 superseded value.
 JV0104
 JV0104.The geoid height was determined by GEOID03.
 JV0104
 JV0104;                    North         East    Units  Estimated Accuracy
 JV0104;SPC PA S     -    72,820.      709,780.      MT  (+/- 180 meters Scaled)
 JV0104
 JV0104                          SUPERSEDED SURVEY CONTROL
 JV0104
 JV0104  NGVD 29 (??/??/??)   72.521  (m)          237.93   (f) ADJUSTED    ?  
 JV0104
 JV0104.Superseded values are not recommended for survey control.
 JV0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0104.See file dsdata.txt to determine how the superseded data were derived.
 JV0104
 JV0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK749267(NAD 83)
 JV0104_MARKER: Q = CHISELED SQUARE
 JV0104_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JV0104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV0104
 JV0104  HISTORY     - Date     Condition        Report By
 JV0104  HISTORY     - UNK      MONUMENTED       USGS
 JV0104  HISTORY     - 1955     MARK NOT FOUND   CGS
 JV0104  HISTORY     - 20050918 MARK NOT FOUND   GEOCAC
 JV0104
 JV0104                          STATION DESCRIPTION
 JV0104
 JV0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JV0104'1.1 MI N FROM CRESWELL.
 JV0104'ABOUT 1.1 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 JV0104'CRESWELL, LANCASTER COUNTY, 50 FEET NORTH OF A SECONDARY ROAD
 JV0104'CROSSING, 30 FEET EAST OF THE TRACK, AND ON A LARGE SMOOTH-TOPPED
 JV0104'ROCK.  THE TOP OF A SMOOTH ROCK WAS DUG OUT AND CLEANED OFF BUT
 JV0104'NO CHISELED SQUARE WAS FOUND.  THERE IS A TREE GROWING ON TOP OF
 JV0104'ONE END OF ROCK AND FOR THAT REASON THE WHOLE ROCK WAS NOT
 JV0104'CLEANED.  PERHAPS SQUARE IS NOW UNDER TREE.
 JV0104
 JV0104                          STATION RECOVERY (2005)
 JV0104
 JV0104'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 JV0104'AREA WHERE MARK WOULD BE IS A PATH. NO EVIDENCE OF A LARGE FLAT ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0949 ***********************************************************************
 JW0949  DESIGNATION -  239
 JW0949  PID         -  JW0949
 JW0949  STATE/COUNTY-  PA/FAYETTE
 JW0949  USGS QUAD   -  SOUTH CONNELLSVILLE (1973)
 JW0949
 JW0949                         *CURRENT SURVEY CONTROL
 JW0949  ___________________________________________________________________
 JW0949* NAD 83(1986)-  39 59 42.     (N)    079 35 37.     (W)     SCALED    
 JW0949* NAVD 88     -       277.413  (meters)     910.15   (feet)  POSTED    
 JW0949  ___________________________________________________________________
 JW0949  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 JW0949  DYNAMIC HT  -         277.260 (meters)     909.64  (feet)  COMP
 JW0949  MODELED GRAV-     980,051.4   (mgal)                       NAVD 88
 JW0949
 JW0949  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JW0949
 JW0949.The horizontal coordinates were scaled from a topographic map and have
 JW0949.an estimated accuracy of +/- 6 seconds.
 JW0949
 JW0949.The orthometric height was determined by differential leveling
 JW0949.and adjusted by the National Geodetic Survey in 1992..
 JW0949.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JW0949.rate of 1.1 thru 2.0 mm/km.
 JW0949
 JW0949.The geoid height was determined by GEOID03.
 JW0949
 JW0949.The dynamic height is computed by dividing the NAVD 88
 JW0949.geopotential number by the normal gravity value computed on the
 JW0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0949.degrees latitude (g = 980.6199 gals.).
 JW0949
 JW0949.The modeled gravity was interpolated from observed gravity values.
 JW0949
 JW0949;                    North         East    Units  Estimated Accuracy
 JW0949;SPC PA S     -    75,110.      442,570.      MT  (+/- 180 meters Scaled)
 JW0949
 JW0949                          SUPERSEDED SURVEY CONTROL
 JW0949
 JW0949  NGVD 29 (??/??/92)  277.590  (m)          910.73   (f) ADJ UNCH    2 0
 JW0949
 JW0949.Superseded values are not recommended for survey control.
 JW0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0949.See file dsdata.txt to determine how the superseded data were derived.
 JW0949
 JW0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE200281(NAD 83)
 JW0949_MARKER: B = BOLT
 JW0949_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0949_SP_SET: BRIDGE
 JW0949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0949
 JW0949  HISTORY     - Date     Condition        Report By
 JW0949  HISTORY     - UNK      MONUMENTED       BORR
 JW0949  HISTORY     - 1935     POOR             NGS
 JW0949
 JW0949                          STATION DESCRIPTION
 JW0949
 JW0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0949'NEAR S CONNELLSVILLE.
 JW0949'NEAR SOUTH CONNELLSVILLE, FAYETTE COUNTY, SOUTH OF THE YARDS, AT
 JW0949'THE NEW F.M. AND P.R.R. BRIDGE, AND IN THE SOUTH END OF THE
 JW0949'EAST ABUTMENT.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0873 ***********************************************************************
 KX0873  DESIGNATION -  239.05
 KX0873  PID         -  KX0873
 KX0873  STATE/COUNTY-  PA/INDIANA
 KX0873  USGS QUAD   -  DAYTON (1993)
 KX0873
 KX0873                         *CURRENT SURVEY CONTROL
 KX0873  ___________________________________________________________________
 KX0873* NAD 83(1986)-  40 53 45.     (N)    079 10 11.     (W)     SCALED    
 KX0873* NAVD 88     -       360.47   (+/-2cm)    1182.6    (feet)  VERTCON   
 KX0873  ___________________________________________________________________
 KX0873  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KX0873
 KX0873  VERT ORDER  -  ? (See Below)
 KX0873
 KX0873.The horizontal coordinates were scaled from a topographic map and have
 KX0873.an estimated accuracy of +/- 6 seconds.
 KX0873
 KX0873.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0873.The vertical order pertains to the NGVD 29 superseded value.
 KX0873
 KX0873.The geoid height was determined by GEOID03.
 KX0873
 KX0873;                    North         East    Units  Estimated Accuracy
 KX0873;SPC PA S     -   174,460.      480,370.      MT  (+/- 180 meters Scaled)
 KX0873
 KX0873                          SUPERSEDED SURVEY CONTROL
 KX0873
 KX0873  NGVD 29 (??/??/92)  360.634  (m)         1183.18   (f) ADJ UNCH    ?  
 KX0873
 KX0873.Superseded values are not recommended for survey control.
 KX0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0873.See file dsdata.txt to determine how the superseded data were derived.
 KX0873
 KX0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF541288(NAD 83)
 KX0873_MARKER: Z = SEE DESCRIPTION
 KX0873_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0873_SP_SET: BRIDGE
 KX0873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0873
 KX0873  HISTORY     - Date     Condition        Report By
 KX0873  HISTORY     - UNK      MONUMENTED       BORR
 KX0873
 KX0873                          STATION DESCRIPTION
 KX0873
 KX0873'DESCRIBED BY BALTIMORE AND OHIO RAILROAD UNK
 KX0873'5 MI E FROM DAYTON.
 KX0873'ABOUT 5.0 MILES EAST OF DAYTON.  BRIDGE 238.89 ON BACKWALL OF
 KX0873'SOUTH ABUTMENT ON LEFT SIGE OF TRACK 12604 +21.0.  A B.R. AND
 KX0873'P.RY. STANDARD PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1005 ***********************************************************************
 MA1005  DESIGNATION -  24
 MA1005  PID         -  MA1005
 MA1005  STATE/COUNTY-  PA/CLARION
 MA1005  USGS QUAD   -  NEW BETHLEHEM (1981)
 MA1005
 MA1005                         *CURRENT SURVEY CONTROL
 MA1005  ___________________________________________________________________
 MA1005* NAD 83(1986)-  41 00 09.     (N)    079 19 50.     (W)     SCALED    
 MA1005* NAVD 88     -       328.187  (meters)    1076.73   (feet)  ADJUSTED  
 MA1005  ___________________________________________________________________
 MA1005  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MA1005  DYNAMIC HT  -         328.031 (meters)    1076.21  (feet)  COMP
 MA1005  MODELED GRAV-     980,139.8   (mgal)                       NAVD 88
 MA1005
 MA1005  VERT ORDER  -  SECOND    CLASS 0
 MA1005
 MA1005.The horizontal coordinates were scaled from a topographic map and have
 MA1005.an estimated accuracy of +/- 6 seconds.
 MA1005
 MA1005.The orthometric height was determined by differential leveling
 MA1005.and adjusted by the National Geodetic Survey in June 1991..
 MA1005
 MA1005.The geoid height was determined by GEOID03.
 MA1005
 MA1005.The dynamic height is computed by dividing the NAVD 88
 MA1005.geopotential number by the normal gravity value computed on the
 MA1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1005.degrees latitude (g = 980.6199 gals.).
 MA1005
 MA1005.The modeled gravity was interpolated from observed gravity values.
 MA1005
 MA1005;                    North         East    Units  Estimated Accuracy
 MA1005;SPC PA N     -    94,040.      467,030.      MT  (+/- 180 meters Scaled)
 MA1005
 MA1005                          SUPERSEDED SURVEY CONTROL
 MA1005
 MA1005  NGVD 29 (??/??/92)  328.359  (m)         1077.29   (f) ADJ UNCH    2 0
 MA1005
 MA1005.Superseded values are not recommended for survey control.
 MA1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1005.See file dsdata.txt to determine how the superseded data were derived.
 MA1005
 MA1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF404403(NAD 83)
 MA1005_MARKER: B = BOLT
 MA1005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1005_SP_SET: DOORSILL
 MA1005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1005
 MA1005  HISTORY     - Date     Condition        Report By
 MA1005  HISTORY     - UNK      MONUMENTED       PRR
 MA1005  HISTORY     - 1935     GOOD             NGS
 MA1005
 MA1005                          STATION DESCRIPTION
 MA1005
 MA1005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1005'AT NEW BETHLEHEM.
 MA1005'AT NEW BETHLEHEM, CLARION COUNTY, AT THE PENNSYLVANIA RAILROAD
 MA1005'STATION, IN THE TOP OF THE WEST END OF THE BAGGAGE-ROOM DOOR
 MA1005'SILL, 40 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT
 MA1005'LEVEL WITH THE TOP OF THE RAIL.  A COPPER BOLT, MARKED B.M. 24.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0456 ***********************************************************************
 KX0456  DESIGNATION -  24
 KX0456  PID         -  KX0456
 KX0456  STATE/COUNTY-  PA/CAMBRIA
 KX0456  USGS QUAD   -  GEISTOWN (1993)
 KX0456
 KX0456                         *CURRENT SURVEY CONTROL
 KX0456  ___________________________________________________________________
 KX0456* NAD 83(1986)-  40 21 28.     (N)    078 51 35.     (W)     SCALED    
 KX0456* NAVD 88     -       400.017  (meters)    1312.39   (feet)  ADJUSTED  
 KX0456  ___________________________________________________________________
 KX0456  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KX0456  DYNAMIC HT  -         399.802 (meters)    1311.68  (feet)  COMP
 KX0456  MODELED GRAV-     980,075.2   (mgal)                       NAVD 88
 KX0456
 KX0456  VERT ORDER  -  FIRST     CLASS II
 KX0456
 KX0456.The horizontal coordinates were scaled from a topographic map and have
 KX0456.an estimated accuracy of +/- 6 seconds.
 KX0456
 KX0456.The orthometric height was determined by differential leveling
 KX0456.and adjusted by the National Geodetic Survey in June 1991..
 KX0456
 KX0456.The geoid height was determined by GEOID03.
 KX0456
 KX0456.The dynamic height is computed by dividing the NAVD 88
 KX0456.geopotential number by the normal gravity value computed on the
 KX0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0456.degrees latitude (g = 980.6199 gals.).
 KX0456
 KX0456.The modeled gravity was interpolated from observed gravity values.
 KX0456
 KX0456;                    North         East    Units  Estimated Accuracy
 KX0456;SPC PA S     -   114,340.      505,740.      MT  (+/- 180 meters Scaled)
 KX0456
 KX0456                          SUPERSEDED SURVEY CONTROL
 KX0456
 KX0456  NGVD 29 (??/??/92)  400.19   (m)         1313.0    (f) COMPUTED    1 2
 KX0456
 KX0456.Superseded values are not recommended for survey control.
 KX0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0456.See file dsdata.txt to determine how the superseded data were derived.
 KX0456
 KX0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE817696(NAD 83)
 KX0456_MARKER: B = BOLT
 KX0456_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0456_SP_SET: BRIDGE
 KX0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0456
 KX0456  HISTORY     - Date     Condition        Report By
 KX0456  HISTORY     - UNK      MONUMENTED       PRR
 KX0456  HISTORY     - 1966     MARK NOT FOUND   NGS
 KX0456
 KX0456                          STATION DESCRIPTION
 KX0456
 KX0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0456'4.4 MI E FROM JOHNSTOWN.
 KX0456'4.4 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM JOHNSTOWN,
 KX0456'CAMBRIA COUNTY, 1.9 MILES EAST OF CONEMAUGH, AT A TRIPLE-ARCH
 KX0456'BRIDGE OVER CONEMAUGH RIVER, IN THE TOP OF THE SOUTH END OF THE
 KX0456'EAST PARAPET, 6 FEET EAST OF THE EAST RAIL, AND 0.8 FOOT ABOVE THE
 KX0456'TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0333 ***********************************************************************
 KX0333  DESIGNATION -  24
 KX0333  PID         -  KX0333
 KX0333  STATE/COUNTY-  PA/BEDFORD
 KX0333  USGS QUAD   -  EVERETT WEST (1987)
 KX0333
 KX0333                         *CURRENT SURVEY CONTROL
 KX0333  ___________________________________________________________________
 KX0333* NAD 83(1986)-  40 03 01.     (N)    078 28 30.     (W)     SCALED    
 KX0333* NAVD 88     -       323.014  (meters)    1059.76   (feet)  ADJUSTED  
 KX0333  ___________________________________________________________________
 KX0333  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KX0333  DYNAMIC HT  -         322.833 (meters)    1059.16  (feet)  COMP
 KX0333  MODELED GRAV-     980,056.7   (mgal)                       NAVD 88
 KX0333
 KX0333  VERT ORDER  -  SECOND    CLASS 0
 KX0333
 KX0333.The horizontal coordinates were scaled from a topographic map and have
 KX0333.an estimated accuracy of +/- 6 seconds.
 KX0333
 KX0333.The orthometric height was determined by differential leveling
 KX0333.and adjusted by the National Geodetic Survey in June 1991..
 KX0333
 KX0333.The geoid height was determined by GEOID03.
 KX0333
 KX0333.The dynamic height is computed by dividing the NAVD 88
 KX0333.geopotential number by the normal gravity value computed on the
 KX0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0333.degrees latitude (g = 980.6199 gals.).
 KX0333
 KX0333.The modeled gravity was interpolated from observed gravity values.
 KX0333
 KX0333;                    North         East    Units  Estimated Accuracy
 KX0333;SPC PA S     -    79,860.      538,140.      MT  (+/- 180 meters Scaled)
 KX0333
 KX0333                          SUPERSEDED SURVEY CONTROL
 KX0333
 KX0333  NGVD 29 (??/??/92)  323.174  (m)         1060.28   (f) ADJ UNCH    2 0
 KX0333
 KX0333.Superseded values are not recommended for survey control.
 KX0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0333.See file dsdata.txt to determine how the superseded data were derived.
 KX0333
 KX0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE153363(NAD 83)
 KX0333_MARKER: Q = CHISELED SQUARE
 KX0333_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0333_SP_SET: BRIDGE
 KX0333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0333
 KX0333  HISTORY     - Date     Condition        Report By
 KX0333  HISTORY     - UNK      MONUMENTED       PRR
 KX0333  HISTORY     - 1935     GOOD             NGS
 KX0333
 KX0333                          STATION DESCRIPTION
 KX0333
 KX0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0333'3.5 MI N FROM BEDFORD.
 KX0333'3.5 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0333'AT BEDFORD, BEDFORD COUNTY, ABOUT 0.7 MILE SOUTH OF THE STATION
 KX0333'AT YOUNTS, AT THE SOUTH END OF A BRIDGE, ON THE TOP OF THE EAST
 KX0333'COPING, AND 10 FEET EAST OF THE CENTER LINE OF THE TRACK.  A
 KX0333'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0268 ***********************************************************************
 LZ0268  DESIGNATION -  24
 LZ0268  PID         -  LZ0268
 LZ0268  STATE/COUNTY-  PA/NORTHUMBERLAND
 LZ0268  USGS QUAD   -  ALLENWOOD (1973)
 LZ0268
 LZ0268                         *CURRENT SURVEY CONTROL
 LZ0268  ___________________________________________________________________
 LZ0268* NAD 83(1986)-  41 06 15.     (N)    076 52 31.     (W)     SCALED    
 LZ0268* NAVD 88     -       147.056  (meters)     482.47   (feet)  ADJUSTED  
 LZ0268  ___________________________________________________________________
 LZ0268  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 LZ0268  DYNAMIC HT  -         146.992 (meters)     482.26  (feet)  COMP
 LZ0268  MODELED GRAV-     980,191.9   (mgal)                       NAVD 88
 LZ0268
 LZ0268  VERT ORDER  -  FIRST     CLASS II
 LZ0268
 LZ0268.The horizontal coordinates were scaled from a topographic map and have
 LZ0268.an estimated accuracy of +/- 6 seconds.
 LZ0268
 LZ0268.The orthometric height was determined by differential leveling
 LZ0268.and adjusted by the National Geodetic Survey in June 1991..
 LZ0268
 LZ0268.The geoid height was determined by GEOID03.
 LZ0268
 LZ0268.The dynamic height is computed by dividing the NAVD 88
 LZ0268.geopotential number by the normal gravity value computed on the
 LZ0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0268.degrees latitude (g = 980.6199 gals.).
 LZ0268
 LZ0268.The modeled gravity was interpolated from observed gravity values.
 LZ0268
 LZ0268;                    North         East    Units  Estimated Accuracy
 LZ0268;SPC PA N     -   104,480.      673,480.      MT  (+/- 180 meters Scaled)
 LZ0268
 LZ0268                          SUPERSEDED SURVEY CONTROL
 LZ0268
 LZ0268  NGVD 29 (??/??/92)  147.277  (m)          483.19   (f) ADJ UNCH    1 2
 LZ0268
 LZ0268.Superseded values are not recommended for survey control.
 LZ0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0268.See file dsdata.txt to determine how the superseded data were derived.
 LZ0268
 LZ0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL425520(NAD 83)
 LZ0268_MARKER: B = BOLT
 LZ0268_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0268_SP_SET: BRIDGE
 LZ0268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0268
 LZ0268  HISTORY     - Date     Condition        Report By
 LZ0268  HISTORY     - UNK      MONUMENTED       PRR
 LZ0268  HISTORY     - 1934     GOOD             NGS
 LZ0268
 LZ0268                          STATION DESCRIPTION
 LZ0268
 LZ0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0268'7 MI N FROM MILTON.
 LZ0268'ABOUT 7 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LZ0268'STATION AT MILTON, NORTHCUMBERLAND COUNTY, ABOUT 0.5 MILE SOUTH
 LZ0268'OF DEWART, AT BRIDGE 268.77, AT THE NORTHEAST WING WALL, IN THE
 LZ0268'CENTER OF THE FIRST STEP BELOW THE TOP, AND 8.6 FEET EAST OF THE
 LZ0268'EAST RAIL.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1934 ***********************************************************************
 MA1934  DESIGNATION -  24
 MA1934  PID         -  MA1934
 MA1934  STATE/COUNTY-  PA/JEFFERSON
 MA1934  USGS QUAD   -  CORSICA (1987)
 MA1934
 MA1934                         *CURRENT SURVEY CONTROL
 MA1934  ___________________________________________________________________
 MA1934* NAD 83(1992)-  41 07 32.47655(N)    079 08 03.46583(W)     ADJUSTED  
 MA1934* NAVD 88     -       521.     (meters)    1709.     (feet)  SCALED    
 MA1934  ___________________________________________________________________
 MA1934  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 MA1934  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 MA1934
 MA1934  HORZ ORDER  -  SECOND
 MA1934
 MA1934.The horizontal coordinates were established by classical geodetic methods
 MA1934.and adjusted by the National Geodetic Survey in June 2002..
 MA1934
 MA1934.The orthometric height was scaled from a topographic map.
 MA1934
 MA1934.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1934
 MA1934.The geoid height was determined by GEOID03.
 MA1934
 MA1934;                    North         East     Units Scale Factor Converg.
 MA1934;SPC PA N     -   107,431.656   483,761.990   MT  0.99996973   -0 54 56.8
 MA1934;SPC PA N     -   352,465.36  1,587,142.46   sFT  0.99996973   -0 54 56.8
 MA1934;SPC PA S     -   199,933.945   483,754.927   MT  1.00002887   -0 53 53.2
 MA1934;SPC PA S     -   655,949.95  1,587,119.29   sFT  1.00002887   -0 53 53.2
 MA1934;UTM  17      - 4,554,387.178   656,613.897   MT  0.99990188   +1 13 38.4
 MA1934
 MA1934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1934!SPC PA N     -   0.99992342  x   0.99996973  =   0.99989316
 MA1934!SPC PA S     -   0.99992342  x   1.00002887  =   0.99995229
 MA1934!UTM  17      -   0.99992342  x   0.99990188  =   0.99982531
 MA1934
 MA1934                          SUPERSEDED SURVEY CONTROL
 MA1934
 MA1934  NAD 83(1986)-  41 07 32.47807(N)    079 08 03.46896(W) AD(       ) 2
 MA1934  NAD 27      -  41 07 32.24260(N)    079 08 04.33490(W) AD(       ) 2
 MA1934
 MA1934.Superseded values are not recommended for survey control.
 MA1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1934.See file dsdata.txt to determine how the superseded data were derived.
 MA1934
 MA1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF5661454387(NAD 83)
 MA1934
 MA1934  HISTORY     - Date     Condition        Report By
 MA1934  HISTORY     - 1958     MONUMENTED       USE
 MA1934
 MA1934                          STATION DESCRIPTION
 MA1934
 MA1934'DESCRIBED BY US ENGINEERS 1958
 MA1934'SEE STATION RED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1827 ***********************************************************************
 KX1827  DESIGNATION -  24 EGB
 KX1827  PID         -  KX1827
 KX1827  STATE/COUNTY-  PA/INDIANA
 KX1827  USGS QUAD   -  PLUMVILLE (1977)
 KX1827
 KX1827                         *CURRENT SURVEY CONTROL
 KX1827  ___________________________________________________________________
 KX1827* NAD 83(1986)-  40 48 49.     (N)    079 07 54.     (W)     SCALED    
 KX1827* NAVD 88     -       376.286  (meters)    1234.53   (feet)  ADJUSTED  
 KX1827  ___________________________________________________________________
 KX1827  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KX1827  DYNAMIC HT  -         376.099 (meters)    1233.92  (feet)  COMP
 KX1827  MODELED GRAV-     980,116.0   (mgal)                       NAVD 88
 KX1827
 KX1827  VERT ORDER  -  FIRST     CLASS II
 KX1827
 KX1827.The horizontal coordinates were scaled from a topographic map and have
 KX1827.an estimated accuracy of +/- 6 seconds.
 KX1827
 KX1827.The orthometric height was determined by differential leveling
 KX1827.and adjusted by the National Geodetic Survey in June 1991..
 KX1827
 KX1827.The geoid height was determined by GEOID03.
 KX1827
 KX1827.The dynamic height is computed by dividing the NAVD 88
 KX1827.geopotential number by the normal gravity value computed on the
 KX1827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1827.degrees latitude (g = 980.6199 gals.).
 KX1827
 KX1827.The modeled gravity was interpolated from observed gravity values.
 KX1827
 KX1827;                    North         East    Units  Estimated Accuracy
 KX1827;SPC PA S     -   165,280.      483,430.      MT  (+/- 180 meters Scaled)
 KX1827
 KX1827                          SUPERSEDED SURVEY CONTROL
 KX1827
 KX1827  NGVD 29 (06/03/92)  376.455  (m)         1235.09   (f) ADJUSTED    1 2
 KX1827
 KX1827.Superseded values are not recommended for survey control.
 KX1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1827.See file dsdata.txt to determine how the superseded data were derived.
 KX1827
 KX1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF575197(NAD 83)
 KX1827_MARKER: DD = SURVEY DISK
 KX1827_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KX1827_SP_SET: CONCRETE HEADWALL
 KX1827_STAMPING: 1235 24 EGB 1967
 KX1827_MARK LOGO: USGS  
 KX1827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1827+STABILITY: SURFACE MOTION
 KX1827
 KX1827  HISTORY     - Date     Condition        Report By
 KX1827  HISTORY     - 1967     MONUMENTED       USGS
 KX1827  HISTORY     - 1982     GOOD             NGS
 KX1827  HISTORY     - 19991101 GOOD             PADT
 KX1827
 KX1827                          STATION DESCRIPTION
 KX1827
 KX1827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1827'5.5 KM (3.3 MI) NE FROM PLUMVILLE.
 KX1827'3.9 KM (2.4 MI) NORTHEAST ALONG STATE HIGHWAY 210 NORTH FROM THE
 KX1827'JUNCTION OF STATE HIGHWAY 85 IN PLUMVILLE TO MARK ON THE RIGHT, AT THE
 KX1827'INTERSECTION OF SMYRNA ROAD IN THE NORTHEAST ANGLE OF THE
 KX1827'INTERSECTION, IN TOP OF NORTHWEST END OF THE CONCRETE HEADWALL OF A
 KX1827'CULVERT RUNNING UNDER SMYRNA ROAD.  21.6 METERS (71.0 FT) SOUTHEAST OF
 KX1827'CENTERLINE HIGHWAY 210 N, 4.3 METERS (14.0 FT) NORTHEAST FROM CENTER
 KX1827'OF SMYRNA ROAD.
 KX1827'THE MARK IS 1.5 METERS  E FROM A WITNESS POST.
 KX1827'THE MARK IS 0.1 M ABOVE HIGHWAY 210 N.
 KX1827
 KX1827                          STATION RECOVERY (1999)
 KX1827
 KX1827'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (BH)
 KX1827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1537 ***********************************************************************
 KX1537  DESIGNATION -  24 L
 KX1537  PID         -  KX1537
 KX1537  STATE/COUNTY-  PA/WESTMORELAND
 KX1537  USGS QUAD   -  NEW KENSINGTON EAST (1993)
 KX1537
 KX1537                         *CURRENT SURVEY CONTROL
 KX1537  ___________________________________________________________________
 KX1537* NAD 83(1996)-  40 36 46.37173(N)    079 42 56.82410(W)     ADJUSTED  
 KX1537* NAVD 88     -       230.631  (meters)     756.66   (feet)  ADJUSTED  
 KX1537  ___________________________________________________________________
 KX1537  X           -     865,668.030 (meters)                     COMP
 KX1537  Y           -  -4,770,934.365 (meters)                     COMP
 KX1537  Z           -   4,130,011.729 (meters)                     COMP
 KX1537  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 KX1537  ELLIP HEIGHT-         197.01  (meters)          (08/01/01) GPS OBS
 KX1537  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 KX1537  DYNAMIC HT  -         230.514 (meters)     756.28  (feet)  COMP
 KX1537  MODELED GRAV-     980,115.7   (mgal)                       NAVD 88
 KX1537
 KX1537  HORZ ORDER  -  FIRST
 KX1537  VERT ORDER  -  FIRST     CLASS II
 KX1537  ELLP ORDER  -  FOURTH    CLASS II
 KX1537
 KX1537.The horizontal coordinates were established by GPS observations
 KX1537.and adjusted by the National Geodetic Survey in May 1999..
 KX1537
 KX1537.The orthometric height was determined by differential leveling
 KX1537.and adjusted by the National Geodetic Survey in June 1991..
 KX1537
 KX1537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KX1537
 KX1537.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1537
 KX1537.The ellipsoidal height was determined by GPS observations
 KX1537.and is referenced to NAD 83.
 KX1537
 KX1537.The geoid height was determined by GEOID03.
 KX1537
 KX1537.The dynamic height is computed by dividing the NAVD 88
 KX1537.geopotential number by the normal gravity value computed on the
 KX1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1537.degrees latitude (g = 980.6199 gals.).
 KX1537
 KX1537.The modeled gravity was interpolated from observed gravity values.
 KX1537
 KX1537;                    North         East     Units Scale Factor Converg.
 KX1537;SPC PA S     -   143,926.898   433,664.284   MT  0.99996350   -1 16 31.4
 KX1537;SPC PA S     -   472,200.16  1,422,780.24   sFT  0.99996350   -1 16 31.4
 KX1537;UTM  17      - 4,496,577.206   608,635.339   MT  0.99974526   +0 50 09.7
 KX1537
 KX1537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX1537!SPC PA S     -   0.99996910  x   0.99996350  =   0.99993260
 KX1537!UTM  17      -   0.99996910  x   0.99974526  =   0.99971436
 KX1537
 KX1537                          SUPERSEDED SURVEY CONTROL
 KX1537
 KX1537  ELLIP H (05/25/99)  197.03   (m)                       GP(       ) 4 1
 KX1537  NAVD 88 (05/25/99)  230.63   (m)          756.7    (f) LEVELING    3  
 KX1537  NGVD 29 (??/??/92)  230.807  (m)          757.24   (f) ADJ UNCH    1 2
 KX1537
 KX1537.Superseded values are not recommended for survey control.
 KX1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1537.See file dsdata.txt to determine how the superseded data were derived.
 KX1537
 KX1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE0863596577(NAD 83)
 KX1537_MARKER: DB = BENCH MARK DISK
 KX1537_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1537_SP_SET: ABUTMENT OF DAM
 KX1537_MARK LOGO: USE   
 KX1537_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KX1537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX1537+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2001
 KX1537
 KX1537  HISTORY     - Date     Condition        Report By
 KX1537  HISTORY     - UNK      MONUMENTED       DOD
 KX1537  HISTORY     - 1941     GOOD             NGS
 KX1537  HISTORY     - 19970425 GOOD             NGS
 KX1537  HISTORY     - 20010201 GOOD             ERDMAN
 KX1537  HISTORY     - 20010914 MARK NOT FOUND   NGS
 KX1537
 KX1537                          STATION DESCRIPTION
 KX1537
 KX1537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1537'6.9 MI SW FROM SCHENLEY.
 KX1537'IN WESTMORELAND COUNTY, 6.9 MILES SOUTHWEST ALONG THE PENNSYLVANIA
 KX1537'RAILROAD FROM SCHENLEY, ARMSTRONG COUNTY, AT BRAEBURN, IN THE
 KX1537'LEFT BANK ABUTMENT OF DAM 4, 2.2 FEET LANDWARD OF THE RIVER EDGE
 KX1537'OF THE ABUTMENT, AND ON RANGE WITH THE UPSTREAM EDGE OF THE DAM
 KX1537'WALL.  A TRIANGULAR BRONZE PLATE LETTERED USED PITTSBURG.
 KX1537
 KX1537                          STATION RECOVERY (1997)
 KX1537
 KX1537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (DAC)
 KX1537'THE STATION IS ABOUT 19 MI (30.6 KM) NE OF PITTSBURGH, 6 MI (9.7 KM)
 KX1537'SW OF SCHENLEY, 2.2 MI (3.5 KM) UPSTREAM FROM THE STATE ROUTE 366
 KX1537'BRIDGE OVER THE ALLEGHENY RIVER, AT BRAEBURN, SET IN THE ABUTMENT OF
 KX1537'LOCK AND DAM NUMBER 4 AT THE SW SIDE OF THE RIVER.  IT IS ON LINE WITH
 KX1537'THE UPSTREAM EDGE OF THE DAM, 2.2 FT (0.7 M) SE OF THE ABUTMENT EDGE,
 KX1537'AND 1.2 FT (0.4 M) SE OF A 6 FT (1.8 M) TALL WIRE MESH FENCE. THE MARK
 KX1537'IS A TRIANGULAR BRONZE PLATE, UNSTAMPED, BEARING THE AGENCY
 KX1537'NAME...UNITED STATES ENGINEERING DPT.  PITTSBURG, PA.
 KX1537
 KX1537                          STATION RECOVERY (2001)
 KX1537
 KX1537'RECOVERY NOTE BY ERDMAN ANTHONY AND ASSOCIATES 2001 (JVH)
 KX1537'RECOVERED AS DESCRIBED.
 KX1537
 KX1537                          STATION RECOVERY (2001)
 KX1537
 KX1537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JMW)
 KX1537'THE TRIANGULAR BRASS PLATE THAT WAS THE BENCH MARK IS MISSING.
 KX1537'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1984 ***********************************************************************
 MA1984  DESIGNATION -  24 LLB 1563 ET
 MA1984  PID         -  MA1984
 MA1984  STATE/COUNTY-  PA/VENANGO
 MA1984  USGS QUAD   -  KOSSUTH (1972)
 MA1984
 MA1984                         *CURRENT SURVEY CONTROL
 MA1984  ___________________________________________________________________
 MA1984* NAD 83(1992)-  41 22 28.86369(N)    079 36 55.98669(W)     ADJUSTED  
 MA1984* NAVD 88     -       476.22   (+/-2cm)    1562.4    (feet)  VERTCON   
 MA1984  ___________________________________________________________________
 MA1984  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 MA1984  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 MA1984
 MA1984  HORZ ORDER  -  THIRD
 MA1984  VERT ORDER  -  THIRD ? (See Below)
 MA1984
 MA1984.The horizontal coordinates were established by classical geodetic methods
 MA1984.and adjusted by the National Geodetic Survey in June 2002..
 MA1984.No horizontal observational check was made to the station.
 MA1984
 MA1984.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA1984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA1984.The vertical order pertains to the NGVD 29 superseded value.
 MA1984
 MA1984.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1984
 MA1984.The geoid height was determined by GEOID03.
 MA1984
 MA1984;                    North         East     Units Scale Factor Converg.
 MA1984;SPC PA N     -   135,835.566   443,952.422   MT  0.99995712   -1 14 02.9
 MA1984;SPC PA N     -   445,653.85  1,456,533.90   sFT  0.99995712   -1 14 02.9
 MA1984;UTM  17      - 4,581,276.567   615,773.796   MT  0.99976495   +0 54 54.7
 MA1984
 MA1984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1984!SPC PA N     -   0.99993051  x   0.99995712  =   0.99988763
 MA1984!UTM  17      -   0.99993051  x   0.99976495  =   0.99969547
 MA1984
 MA1984                          SUPERSEDED SURVEY CONTROL
 MA1984
 MA1984  NAD 83(1986)-  41 22 28.86700(N)    079 36 55.98784(W) AD(       ) 3
 MA1984  NAD 27      -  41 22 28.64278(N)    079 36 56.81402(W) AD(       ) 3
 MA1984  NGVD 29 (07/19/86)  476.38   (m)         1562.9    (f) LEVELING    3  
 MA1984
 MA1984.Superseded values are not recommended for survey control.
 MA1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1984.See file dsdata.txt to determine how the superseded data were derived.
 MA1984
 MA1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF1577481277(NAD 83)
 MA1984_MARKER: DD = SURVEY DISK
 MA1984_SETTING: 66 = SET IN ROCK OUTCROP
 MA1984_SP_SET: SET IN ROCK OUTCROP
 MA1984_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA1984+STABILITY: POSITION/ELEVATION WELL
 MA1984
 MA1984  HISTORY     - Date     Condition        Report By
 MA1984  HISTORY     - 1962     MONUMENTED       USGS
 MA1984
 MA1984                          STATION DESCRIPTION
 MA1984
 MA1984'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 MA1984'OIL CITY, 5.4 MI E. OF, THENCE 1.5 MI S., THENCE 0.5 MI E., 18 FT N.
 MA1984'AND 17 FT W. OF, AND 1 FT HIGHER THAN T-DRIVE S., IN CENTER OF LARGE
 MA1984'STONE OUTCROP, STANDARD DISK STAMPED---24 LLB 1962 1563 ET---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1936 ***********************************************************************
 MA1936  DESIGNATION -  24 RM
 MA1936  PID         -  MA1936
 MA1936  STATE/COUNTY-  PA/JEFFERSON
 MA1936  USGS QUAD   -  CORSICA (1987)
 MA1936
 MA1936                         *CURRENT SURVEY CONTROL
 MA1936  ___________________________________________________________________
 MA1936* NAD 83(1992)-  41 07 31.94682(N)    079 08 02.55004(W)     ADJUSTED  
 MA1936* NAVD 88     -       521.     (meters)    1709.     (feet)  SCALED    
 MA1936  ___________________________________________________________________
 MA1936  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 MA1936  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 MA1936
 MA1936  HORZ ORDER  -  SECOND
 MA1936
 MA1936.The horizontal coordinates were established by classical geodetic methods
 MA1936.and adjusted by the National Geodetic Survey in June 2002..
 MA1936
 MA1936.The orthometric height was scaled from a topographic map.
 MA1936
 MA1936.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1936
 MA1936.The geoid height was determined by GEOID03.
 MA1936
 MA1936;                    North         East     Units Scale Factor Converg.
 MA1936;SPC PA N     -   107,414.975   483,783.088   MT  0.99996975   -0 54 56.2
 MA1936;SPC PA N     -   352,410.63  1,587,211.68   sFT  0.99996975   -0 54 56.2
 MA1936;SPC PA S     -   199,917.270   483,776.031   MT  1.00002884   -0 53 52.6
 MA1936;SPC PA S     -   655,895.24  1,587,188.53   sFT  1.00002884   -0 53 52.6
 MA1936;UTM  17      - 4,554,371.299   656,635.602   MT  0.99990196   +1 13 39.0
 MA1936
 MA1936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1936!SPC PA N     -   0.99992342  x   0.99996975  =   0.99989318
 MA1936!SPC PA S     -   0.99992342  x   1.00002884  =   0.99995226
 MA1936!UTM  17      -   0.99992342  x   0.99990196  =   0.99982539
 MA1936
 MA1936                          SUPERSEDED SURVEY CONTROL
 MA1936
 MA1936  NAD 83(1986)-  41 07 31.94833(N)    079 08 02.55318(W) AD(       ) 2
 MA1936  NAD 27      -  41 07 31.71290(N)    079 08 03.41910(W) AD(       ) 2
 MA1936
 MA1936.Superseded values are not recommended for survey control.
 MA1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1936.See file dsdata.txt to determine how the superseded data were derived.
 MA1936
 MA1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF5663654371(NAD 83)
 MA1936
 MA1936  HISTORY     - Date     Condition        Report By
 MA1936  HISTORY     - 1958     MONUMENTED       CGS
 MA1936
 MA1936                          STATION DESCRIPTION
 MA1936
 MA1936'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA1936'SEE STATION RED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1331 ***********************************************************************
 KX1331  DESIGNATION -  240 A=885
 KX1331  PID         -  KX1331
 KX1331  STATE/COUNTY-  PA/FAYETTE
 KX1331  USGS QUAD   -  CONNELLSVILLE (1977)
 KX1331
 KX1331                         *CURRENT SURVEY CONTROL
 KX1331  ___________________________________________________________________
 KX1331* NAD 83(1986)-  40 01 03.     (N)    079 35 32.     (W)     SCALED    
 KX1331* NAVD 88     -       269.486  (meters)     884.14   (feet)  ADJUSTED  
 KX1331  ___________________________________________________________________
 KX1331  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KX1331  DYNAMIC HT  -         269.338 (meters)     883.65  (feet)  COMP
 KX1331  MODELED GRAV-     980,069.3   (mgal)                       NAVD 88
 KX1331
 KX1331  VERT ORDER  -  SECOND    CLASS 0
 KX1331
 KX1331.The horizontal coordinates were scaled from a topographic map and have
 KX1331.an estimated accuracy of +/- 6 seconds.
 KX1331
 KX1331.The orthometric height was determined by differential leveling
 KX1331.and adjusted by the National Geodetic Survey in June 1991..
 KX1331
 KX1331.The geoid height was determined by GEOID03.
 KX1331
 KX1331.The dynamic height is computed by dividing the NAVD 88
 KX1331.geopotential number by the normal gravity value computed on the
 KX1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1331.degrees latitude (g = 980.6199 gals.).
 KX1331
 KX1331.The modeled gravity was interpolated from observed gravity values.
 KX1331
 KX1331;                    North         East    Units  Estimated Accuracy
 KX1331;SPC PA S     -    77,610.      442,740.      MT  (+/- 180 meters Scaled)
 KX1331
 KX1331                          SUPERSEDED SURVEY CONTROL
 KX1331
 KX1331  NGVD 29 (??/??/92)  269.67   (m)          884.7    (f) COMPUTED    2 0
 KX1331
 KX1331.Superseded values are not recommended for survey control.
 KX1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1331.See file dsdata.txt to determine how the superseded data were derived.
 KX1331
 KX1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE201306(NAD 83)
 KX1331_MARKER: DD = SURVEY DISK
 KX1331_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1331_SP_SET: PIER
 KX1331_STAMPING: 885 PITTSBURG
 KX1331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1331
 KX1331  HISTORY     - Date     Condition        Report By
 KX1331  HISTORY     - UNK      MONUMENTED       USGS
 KX1331  HISTORY     - 1935     GOOD             NGS
 KX1331
 KX1331                          STATION DESCRIPTION
 KX1331
 KX1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX1331'AT CONNELLSVILLE.
 KX1331'AT CONNELLSVILLE, FAYETTE COUNTY, ON MAIN STREET, AT A WAGON
 KX1331'BRIDGE OVER YOUGHIOGHENY RIVER, AND IN THE TOP OF THE STONE AT
 KX1331'THE SOUTH END OF THE PIER.  A U.S. GEOLOGICAL SURVEY STANDARD
 KX1331'DISK, STAMPED 885 PITTSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0874 ***********************************************************************
 KX0874  DESIGNATION -  241.39
 KX0874  PID         -  KX0874
 KX0874  STATE/COUNTY-  PA/INDIANA
 KX0874  USGS QUAD   -  DAYTON (1993)
 KX0874
 KX0874                         *CURRENT SURVEY CONTROL
 KX0874  ___________________________________________________________________
 KX0874* NAD 83(1986)-  40 53 08.     (N)    079 12 16.     (W)     SCALED    
 KX0874* NAVD 88     -       382.52   (+/-2cm)    1255.0    (feet)  VERTCON   
 KX0874  ___________________________________________________________________
 KX0874  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KX0874
 KX0874  VERT ORDER  -  ? (See Below)
 KX0874
 KX0874.The horizontal coordinates were scaled from a topographic map and have
 KX0874.an estimated accuracy of +/- 6 seconds.
 KX0874
 KX0874.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0874.The vertical order pertains to the NGVD 29 superseded value.
 KX0874
 KX0874.The geoid height was determined by GEOID03.
 KX0874
 KX0874;                    North         East    Units  Estimated Accuracy
 KX0874;SPC PA S     -   173,360.      477,430.      MT  (+/- 180 meters Scaled)
 KX0874
 KX0874                          SUPERSEDED SURVEY CONTROL
 KX0874
 KX0874  NGVD 29 (??/??/92)  382.686  (m)         1255.53   (f) ADJ UNCH    ?  
 KX0874
 KX0874.Superseded values are not recommended for survey control.
 KX0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0874.See file dsdata.txt to determine how the superseded data were derived.
 KX0874
 KX0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF512276(NAD 83)
 KX0874_MARKER: Z = SEE DESCRIPTION
 KX0874_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0874_SP_SET: BRIDGE
 KX0874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0874
 KX0874  HISTORY     - Date     Condition        Report By
 KX0874  HISTORY     - 1917     MONUMENTED       BORR
 KX0874
 KX0874                          STATION DESCRIPTION
 KX0874
 KX0874'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1917
 KX0874'3.1 MI E FROM DAYTON.
 KX0874'ABOUT 3.1 MILES EAST OF DAYTON.  BRIDGE 241.39 ON BACKWALL OF
 KX0874'NORTH ABUTMENT ON LEFT SIDE OF TRACK 12738 +42.0.  A B.R. AND
 KX0874'P.RY. STANDARD PLUG.  (FIRST STEP DOWN).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0617 ***********************************************************************
 KW0617  DESIGNATION -  24.15 RDGRR
 KW0617  PID         -  KW0617
 KW0617  STATE/COUNTY-  PA/LANCASTER
 KW0617  USGS QUAD   -  LITITZ (1995)
 KW0617
 KW0617                         *CURRENT SURVEY CONTROL
 KW0617  ___________________________________________________________________
 KW0617* NAD 83(1986)-  40 09 59.     (N)    076 21 48.     (W)     SCALED    
 KW0617* NAVD 88     -       126.052  (meters)     413.56   (feet)  ADJUSTED  
 KW0617  ___________________________________________________________________
 KW0617  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 KW0617  DYNAMIC HT  -         125.985 (meters)     413.34  (feet)  COMP
 KW0617  MODELED GRAV-     980,092.8   (mgal)                       NAVD 88
 KW0617
 KW0617  VERT ORDER  -  SECOND    CLASS 0
 KW0617
 KW0617.The horizontal coordinates were scaled from a topographic map and have
 KW0617.an estimated accuracy of +/- 6 seconds.
 KW0617
 KW0617.The orthometric height was determined by differential leveling
 KW0617.and adjusted by the National Geodetic Survey in June 1991..
 KW0617
 KW0617.The geoid height was determined by GEOID03.
 KW0617
 KW0617.The dynamic height is computed by dividing the NAVD 88
 KW0617.geopotential number by the normal gravity value computed on the
 KW0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0617.degrees latitude (g = 980.6199 gals.).
 KW0617
 KW0617.The modeled gravity was interpolated from observed gravity values.
 KW0617
 KW0617;                    North         East    Units  Estimated Accuracy
 KW0617;SPC PA S     -    93,430.      718,120.      MT  (+/- 180 meters Scaled)
 KW0617
 KW0617                          SUPERSEDED SURVEY CONTROL
 KW0617
 KW0617  NGVD 29 (??/??/??)  126.279  (m)          414.30   (f) ADJUSTED    2 0
 KW0617
 KW0617.Superseded values are not recommended for survey control.
 KW0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0617.See file dsdata.txt to determine how the superseded data were derived.
 KW0617
 KW0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK839471(NAD 83)
 KW0617_MARKER: Q = CHISELED SQUARE
 KW0617_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0617_SP_SET: BASE
 KW0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0617
 KW0617  HISTORY     - Date     Condition        Report By
 KW0617  HISTORY     - UNK      MONUMENTED       RDGRR
 KW0617  HISTORY     - 1935     GOOD             CGS
 KW0617
 KW0617                          STATION DESCRIPTION
 KW0617
 KW0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0617'3 MI W FROM LITITZ.
 KW0617'ABOUT 3.0 MILES WEST ALONG THE READING CO. RAILWAY FROM THE
 KW0617'STATION AT LITITZ, LANCASTER COUNTY, ABOUT 100 FEET WEST OF POLE
 KW0617'24+15, ON THE TOP OF THE CONCRETE BASE OF A WHISTLE POST, AND 12
 KW0617'FEET NORTH OF THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0875 ***********************************************************************
 KX0875  DESIGNATION -  241.58
 KX0875  PID         -  KX0875
 KX0875  STATE/COUNTY-  PA/INDIANA
 KX0875  USGS QUAD   -  DAYTON (1993)
 KX0875
 KX0875                         *CURRENT SURVEY CONTROL
 KX0875  ___________________________________________________________________
 KX0875* NAD 83(1986)-  40 53 13.     (N)    079 12 26.     (W)     SCALED    
 KX0875* NAVD 88     -       386.16   (+/-2cm)    1266.9    (feet)  VERTCON   
 KX0875  ___________________________________________________________________
 KX0875  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KX0875
 KX0875  VERT ORDER  -  ? (See Below)
 KX0875
 KX0875.The horizontal coordinates were scaled from a topographic map and have
 KX0875.an estimated accuracy of +/- 6 seconds.
 KX0875
 KX0875.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0875.The vertical order pertains to the NGVD 29 superseded value.
 KX0875
 KX0875.The geoid height was determined by GEOID03.
 KX0875
 KX0875;                    North         East    Units  Estimated Accuracy
 KX0875;SPC PA S     -   173,520.      477,190.      MT  (+/- 180 meters Scaled)
 KX0875
 KX0875                          SUPERSEDED SURVEY CONTROL
 KX0875
 KX0875  NGVD 29 (??/??/92)  386.325  (m)         1267.47   (f) ADJ UNCH    ?  
 KX0875
 KX0875.Superseded values are not recommended for survey control.
 KX0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0875.See file dsdata.txt to determine how the superseded data were derived.
 KX0875
 KX0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF510277(NAD 83)
 KX0875_MARKER: Z = SEE DESCRIPTION
 KX0875_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0875_SP_SET: BRIDGE
 KX0875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0875
 KX0875  HISTORY     - Date     Condition        Report By
 KX0875  HISTORY     - 1917     MONUMENTED       BORR
 KX0875
 KX0875                          STATION DESCRIPTION
 KX0875
 KX0875'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1917
 KX0875'2.5 MI E FROM DAYTON.
 KX0875'ABOUT 2.5 MILES EAST OF DAYTON.  BRIDGE 241.39 ON BACKWALL OF
 KX0875'SOUTH ABUTMENT ON LEFT SIDE OF TRACK 12738 +42.0.  A STANDARD
 KX0875'B.R. AND P.RY. PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2305 ***********************************************************************
 MA2305  DESIGNATION -  242 CMP 1965 ET
 MA2305  PID         -  MA2305
 MA2305  STATE/COUNTY-  PA/JEFFERSON
 MA2305  USGS QUAD   -  MUNDERF (1977)
 MA2305
 MA2305                         *CURRENT SURVEY CONTROL
 MA2305  ___________________________________________________________________
 MA2305* NAD 83(1992)-  41 15 15.45959(N)    078 59 44.51198(W)     ADJUSTED  
 MA2305* NAVD 88     -       489.20   (+/-2cm)    1605.0    (feet)  VERTCON   
 MA2305  ___________________________________________________________________
 MA2305  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 MA2305  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 MA2305
 MA2305  HORZ ORDER  -  THIRD
 MA2305  VERT ORDER  -  THIRD ? (See Below)
 MA2305
 MA2305.The horizontal coordinates were established by classical geodetic methods
 MA2305.and adjusted by the National Geodetic Survey in June 2002..
 MA2305.No horizontal observational check was made to the station.
 MA2305
 MA2305.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2305.The vertical order pertains to the NGVD 29 superseded value.
 MA2305
 MA2305.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2305
 MA2305.The geoid height was determined by GEOID03.
 MA2305
 MA2305;                    North         East     Units Scale Factor Converg.
 MA2305;SPC PA N     -   121,535.693   495,604.521   MT  0.99996087   -0 49 26.7
 MA2305;SPC PA N     -   398,738.35  1,625,995.83   sFT  0.99996087   -0 49 26.7
 MA2305;UTM  17      - 4,568,923.897   667,919.894   MT  0.99994703   +1 19 19.0
 MA2305
 MA2305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2305!SPC PA N     -   0.99992834  x   0.99996087  =   0.99988921
 MA2305!UTM  17      -   0.99992834  x   0.99994703  =   0.99987537
 MA2305
 MA2305                          SUPERSEDED SURVEY CONTROL
 MA2305
 MA2305  NAD 83(1986)-  41 15 15.46061(N)    078 59 44.51463(W) AD(       ) 3
 MA2305  NAD 27      -  41 15 15.23563(N)    078 59 45.38311(W) AD(       ) 3
 MA2305  NGVD 29 (07/19/86)  489.35   (m)         1605.5    (f) LEVELING    3  
 MA2305
 MA2305.Superseded values are not recommended for survey control.
 MA2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2305.See file dsdata.txt to determine how the superseded data were derived.
 MA2305
 MA2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF6792068924(NAD 83)
 MA2305_MARKER: DD = SURVEY DISK
 MA2305_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MA2305_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MA2305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA2305
 MA2305  HISTORY     - Date     Condition        Report By
 MA2305  HISTORY     - 1965     MONUMENTED       USGS
 MA2305
 MA2305                          STATION DESCRIPTION
 MA2305
 MA2305'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 MA2305'RICHARDSVILLE, 1.3 MI NE. OF POST OFFICE, ALONG STATE HIGHWAY 968,
 MA2305'43 FT WNW. OF, AND 1 FT LOWER THAN T-RD. N., 0.6 FT S. OF METAL
 MA2305'WITNESS SIGN, LEVEL WITH GROUND, CRIMPED TO TOP OF COPPER-COATED
 MA2305'STEEL ROD DRIVEN 15 FT TO REFUSAL, STANDARD DISK STAMPED---242 CMP
 MA2305'1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0876 ***********************************************************************
 KX0876  DESIGNATION -  244.39=1326
 KX0876  PID         -  KX0876
 KX0876  STATE/COUNTY-  PA/ARMSTRONG
 KX0876  USGS QUAD   -  DAYTON (1993)
 KX0876
 KX0876                         *CURRENT SURVEY CONTROL
 KX0876  ___________________________________________________________________
 KX0876* NAD 83(1986)-  40 52 51.     (N)    079 14 51.     (W)     SCALED    
 KX0876* NAVD 88     -       404.30   (+/-2cm)    1326.4    (feet)  VERTCON   
 KX0876  ___________________________________________________________________
 KX0876  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KX0876
 KX0876  VERT ORDER  -  ? (See Below)
 KX0876
 KX0876.The horizontal coordinates were scaled from a topographic map and have
 KX0876.an estimated accuracy of +/- 6 seconds.
 KX0876
 KX0876.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0876.The vertical order pertains to the NGVD 29 superseded value.
 KX0876
 KX0876.The geoid height was determined by GEOID03.
 KX0876
 KX0876;                    North         East    Units  Estimated Accuracy
 KX0876;SPC PA S     -   172,900.      473,790.      MT  (+/- 180 meters Scaled)
 KX0876
 KX0876                          SUPERSEDED SURVEY CONTROL
 KX0876
 KX0876  NGVD 29 (??/??/92)  404.460  (m)         1326.97   (f) ADJ UNCH    ?  
 KX0876
 KX0876.Superseded values are not recommended for survey control.
 KX0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0876.See file dsdata.txt to determine how the superseded data were derived.
 KX0876
 KX0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF476270(NAD 83)
 KX0876_MARKER: Z = SEE DESCRIPTION
 KX0876_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0876_SP_SET: BRIDGE
 KX0876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0876
 KX0876  HISTORY     - Date     Condition        Report By
 KX0876  HISTORY     - UNK      MONUMENTED       USGS
 KX0876  HISTORY     - 1917     GOOD             BORR
 KX0876
 KX0876                          STATION DESCRIPTION
 KX0876
 KX0876'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1917
 KX0876'AT DAYTON.
 KX0876'AT DAYTON, U.S.G.S. B.M. 970 FEET SOUTH OF STATION ON B.R. AND
 KX0876'P.RY. BRIDGE 244.39 ON SECOND COPING STONE OF SOUTH ABUTMENT,
 KX0876'TO RIGHT OF 12886 +86.0.  STAMPED 1326 PITTSBURGH.  A B.R. AND
 KX0876'P.RY. STANDARD PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1294 ***********************************************************************
 KX1294  DESIGNATION -  245 B
 KX1294  PID         -  KX1294
 KX1294  STATE/COUNTY-  PA/WASHINGTON
 KX1294  USGS QUAD   -  MONONGAHELA (1993)
 KX1294
 KX1294                         *CURRENT SURVEY CONTROL
 KX1294  ___________________________________________________________________
 KX1294* NAD 83(1986)-  40 09 25.     (N)    079 54 24.     (W)     SCALED    
 KX1294* NAVD 88     -       234.696  (meters)     770.00   (feet)  ADJUSTED  
 KX1294  ___________________________________________________________________
 KX1294  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KX1294  DYNAMIC HT  -         234.566 (meters)     769.57  (feet)  COMP
 KX1294  MODELED GRAV-     980,067.6   (mgal)                       NAVD 88
 KX1294
 KX1294  VERT ORDER  -  SECOND    CLASS 0
 KX1294
 KX1294.The horizontal coordinates were scaled from a topographic map and have
 KX1294.an estimated accuracy of +/- 6 seconds.
 KX1294
 KX1294.The orthometric height was determined by differential leveling
 KX1294.and adjusted by the National Geodetic Survey in June 1991..
 KX1294
 KX1294.The geoid height was determined by GEOID03.
 KX1294
 KX1294.The dynamic height is computed by dividing the NAVD 88
 KX1294.geopotential number by the normal gravity value computed on the
 KX1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1294.degrees latitude (g = 980.6199 gals.).
 KX1294
 KX1294.The modeled gravity was interpolated from observed gravity values.
 KX1294
 KX1294;                    North         East    Units  Estimated Accuracy
 KX1294;SPC PA S     -    93,690.      416,280.      MT  (+/- 180 meters Scaled)
 KX1294
 KX1294                          SUPERSEDED SURVEY CONTROL
 KX1294
 KX1294  NGVD 29 (??/??/92)  234.899  (m)          770.66   (f) ADJ UNCH    2 0
 KX1294
 KX1294.Superseded values are not recommended for survey control.
 KX1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1294.See file dsdata.txt to determine how the superseded data were derived.
 KX1294
 KX1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE931457(NAD 83)
 KX1294_MARKER: DD = SURVEY DISK
 KX1294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1294_SP_SET: MONUMENT
 KX1294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1294
 KX1294  HISTORY     - Date     Condition        Report By
 KX1294  HISTORY     - UNK      MONUMENTED       DOD
 KX1294  HISTORY     - 1961     GOOD             NGS
 KX1294  HISTORY     - 1983     MARK NOT FOUND   NGS
 KX1294
 KX1294                          STATION DESCRIPTION
 KX1294
 KX1294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KX1294'1.5 MI N FROM CHARLEROI.
 KX1294'ABOUT 1.5 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1294'STATION AT CHARLEROI, 4.0 FEET EAST OF THE EAST RAIL OF THE
 KX1294'SOUTH BOUND TRACK, 3.2 FEET WEST OF THE WEST RAIL OF THE NORTH
 KX1294'BOUND TRACK.  A UNITED STATES ENGINEER OF PITTSBURGH MARK
 KX1294'WITH NO STAMPING.  THE MARK IS SECURED TO THE TOP OF A 6-INCH
 KX1294'SQUARE CONCRETE MONUMENT PROJECTING ABOUT 5 INCHES ABOVE THE
 KX1294'SURFACE OF THE GROUND AND ABOUT 6 INCHES BELOW THE TOP OF THE
 KX1294'RAIL OF THE NORTH AND SOUTH BOUND TRACKS.
 KX1294
 KX1294                          STATION RECOVERY (1983)
 KX1294
 KX1294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1294'NOT RECOVERED, THE MARK LOCATION IS INACCESSIBLE AND THE MARK WAS NOT
 KX1294'SEARCHED FOR IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1739 ***********************************************************************
 JU1739  DESIGNATION -  246 PADH
 JU1739  PID         -  JU1739
 JU1739  STATE/COUNTY-  PA/CHESTER
 JU1739  USGS QUAD   -  UNIONVILLE (1992)
 JU1739
 JU1739                         *CURRENT SURVEY CONTROL
 JU1739  ___________________________________________________________________
 JU1739* NAD 83(1986)-  39 57 58.     (N)    075 37 54.     (W)     SCALED    
 JU1739* NAVD 88     -        74.432  (meters)     244.20   (feet)  ADJUSTED  
 JU1739  ___________________________________________________________________
 JU1739  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 JU1739  DYNAMIC HT  -          74.396 (meters)     244.08  (feet)  COMP
 JU1739  MODELED GRAV-     980,145.4   (mgal)                       NAVD 88
 JU1739
 JU1739  VERT ORDER  -  SECOND    CLASS 0
 JU1739
 JU1739.The horizontal coordinates were scaled from a topographic map and have
 JU1739.an estimated accuracy of +/- 6 seconds.
 JU1739
 JU1739.The orthometric height was determined by differential leveling
 JU1739.and adjusted by the National Geodetic Survey in June 1991..
 JU1739
 JU1739.The geoid height was determined by GEOID03.
 JU1739
 JU1739.The dynamic height is computed by dividing the NAVD 88
 JU1739.geopotential number by the normal gravity value computed on the
 JU1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1739.degrees latitude (g = 980.6199 gals.).
 JU1739
 JU1739.The modeled gravity was interpolated from observed gravity values.
 JU1739
 JU1739;                    North         East    Units  Estimated Accuracy
 JU1739;SPC PA S     -    72,430.      780,960.      MT  (+/- 180 meters Scaled)
 JU1739
 JU1739                          SUPERSEDED SURVEY CONTROL
 JU1739
 JU1739  NGVD 29 (??/??/??)   74.718  (m)          245.14   (f) ADJUSTED    2 0
 JU1739
 JU1739.Superseded values are not recommended for survey control.
 JU1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1739.See file dsdata.txt to determine how the superseded data were derived.
 JU1739
 JU1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK460241(NAD 83)
 JU1739_MARKER: DD = SURVEY DISK
 JU1739_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1739_SP_SET: BRIDGE
 JU1739_STAMPING: 246 1966
 JU1739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1739
 JU1739  HISTORY     - Date     Condition        Report By
 JU1739  HISTORY     - 1966     MONUMENTED       PADH
 JU1739  HISTORY     - 1966     GOOD             CGS
 JU1739  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JU1739  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 JU1739
 JU1739                          STATION DESCRIPTION
 JU1739
 JU1739'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1739'1 MI NW FROM WEST CHESTER.
 JU1739'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 322 FROM THE JUNCTION OF
 JU1739'U.S. HIGHWAY 322 AND STATE HIGHWAY 162 AT THE WEST EDGE OF
 JU1739'WEST CHESTER, 17 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY,
 JU1739'SET IN THE TOP OF THE NORTHEAST WINGWALL OF A BRIDGE AND IS
 JU1739'ABOUT 0.1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 JU1739
 JU1739                          STATION RECOVERY (1988)
 JU1739
 JU1739'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDC)
 JU1739'MARK NOT FOUND.
 JU1739
 JU1739                          STATION RECOVERY (2000)
 JU1739
 JU1739'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU1739'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0584 ***********************************************************************
 KX0584  DESIGNATION -  247
 KX0584  PID         -  KX0584
 KX0584  STATE/COUNTY-  PA/SOMERSET
 KX0584  USGS QUAD   -  HOOVERSVILLE (1994)
 KX0584
 KX0584                         *CURRENT SURVEY CONTROL
 KX0584  ___________________________________________________________________
 KX0584* NAD 83(1986)-  40 11 38.     (N)    078 56 19.     (W)     SCALED    
 KX0584* NAVD 88     -       475.484  (meters)    1559.98   (feet)  ADJUSTED  
 KX0584  ___________________________________________________________________
 KX0584  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KX0584  DYNAMIC HT  -         475.213 (meters)    1559.09  (feet)  COMP
 KX0584  MODELED GRAV-     980,039.6   (mgal)                       NAVD 88
 KX0584
 KX0584  VERT ORDER  -  SECOND    CLASS 0
 KX0584
 KX0584.The horizontal coordinates were scaled from a topographic map and have
 KX0584.an estimated accuracy of +/- 6 seconds.
 KX0584
 KX0584.The orthometric height was determined by differential leveling
 KX0584.and adjusted by the National Geodetic Survey in June 1991..
 KX0584
 KX0584.The geoid height was determined by GEOID03.
 KX0584
 KX0584.The dynamic height is computed by dividing the NAVD 88
 KX0584.geopotential number by the normal gravity value computed on the
 KX0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0584.degrees latitude (g = 980.6199 gals.).
 KX0584
 KX0584.The modeled gravity was interpolated from observed gravity values.
 KX0584
 KX0584;                    North         East    Units  Estimated Accuracy
 KX0584;SPC PA S     -    96,230.      498,790.      MT  (+/- 180 meters Scaled)
 KX0584
 KX0584                          SUPERSEDED SURVEY CONTROL
 KX0584
 KX0584  NGVD 29 (??/??/92)  475.628  (m)         1560.46   (f) ADJ UNCH    2 0
 KX0584
 KX0584.Superseded values are not recommended for survey control.
 KX0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0584.See file dsdata.txt to determine how the superseded data were derived.
 KX0584
 KX0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE754513(NAD 83)
 KX0584_MARKER: DD = SURVEY DISK
 KX0584_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0584_SP_SET: CATCH BASIN
 KX0584_STAMPING: 247 JAS 1560 1966
 KX0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0584
 KX0584  HISTORY     - Date     Condition        Report By
 KX0584  HISTORY     - 1966     MONUMENTED       USGS
 KX0584  HISTORY     - 1967     GOOD             NGS
 KX0584
 KX0584                          STATION DESCRIPTION
 KX0584
 KX0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0584'1.4 MI SW FROM HOLSOPPLE.
 KX0584'ABOUT 1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 601 FROM ITS
 KX0584'JUNCTION WITH STATE HGHWAY 53, SET IN THE TOP OF THE FRONT WALL
 KX0584'OF A CATCH BASIN, 133 FEET NORTHWEST OF THE JUNCTION OF A
 KX0584'SIDEROAD, 21 FEET WEST OF THE CENTERLINE OF HIGHWAY, 1.4 FEET
 KX0584'EAST OF THE WEST END OF FRONT WALL OF CATCH BASIN, AND IS ABOUT 1
 KX0584'FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1068 ***********************************************************************
 KW1068  DESIGNATION -  247 USGS
 KW1068  PID         -  KW1068
 KW1068  STATE/COUNTY-  PA/LANCASTER
 KW1068  USGS QUAD   -  COLUMBIA WEST (1990)
 KW1068
 KW1068                         *CURRENT SURVEY CONTROL
 KW1068  ___________________________________________________________________
 KW1068* NAD 83(1986)-  40 01 54.     (N)    076 30 34.     (W)     SCALED    
 KW1068* NAVD 88     -        75.080  (meters)     246.32   (feet)  ADJUSTED  
 KW1068  ___________________________________________________________________
 KW1068  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KW1068  DYNAMIC HT  -          75.041 (meters)     246.20  (feet)  COMP
 KW1068  MODELED GRAV-     980,115.5   (mgal)                       NAVD 88
 KW1068
 KW1068  VERT ORDER  -  SECOND    CLASS 0
 KW1068
 KW1068.The horizontal coordinates were scaled from a topographic map and have
 KW1068.an estimated accuracy of +/- 6 seconds.
 KW1068
 KW1068.The orthometric height was determined by differential leveling
 KW1068.and adjusted by the National Geodetic Survey in June 1991..
 KW1068
 KW1068.The geoid height was determined by GEOID03.
 KW1068
 KW1068.The dynamic height is computed by dividing the NAVD 88
 KW1068.geopotential number by the normal gravity value computed on the
 KW1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1068.degrees latitude (g = 980.6199 gals.).
 KW1068
 KW1068.The modeled gravity was interpolated from observed gravity values.
 KW1068
 KW1068;                    North         East    Units  Estimated Accuracy
 KW1068;SPC PA S     -    78,280.      705,880.      MT  (+/- 180 meters Scaled)
 KW1068
 KW1068                          SUPERSEDED SURVEY CONTROL
 KW1068
 KW1068  NGVD 29 (??/??/??)   75.331  (m)          247.15   (f) ADJUSTED    2 0
 KW1068
 KW1068.Superseded values are not recommended for survey control.
 KW1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1068.See file dsdata.txt to determine how the superseded data were derived.
 KW1068
 KW1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK712323(NAD 83)
 KW1068_MARKER: Q = CHISELED SQUARE
 KW1068_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1068_SP_SET: PIER
 KW1068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1068
 KW1068  HISTORY     - Date     Condition        Report By
 KW1068  HISTORY     - UNK      MONUMENTED       USGS
 KW1068  HISTORY     - 1935     GOOD             CGS
 KW1068  HISTORY     - 20050918 MARK NOT FOUND   GEOCAC
 KW1068
 KW1068                          STATION DESCRIPTION
 KW1068
 KW1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW1068'AT COLUMBIA.
 KW1068'AT COLUMBIA, 1000 FEET NORTHWEST OF THE PENNSYLVANIA RAILROAD
 KW1068'STATION, AT THE EAST ABUTMENT OF THE SUSQUEHANNA RIVER BRIDGE,
 KW1068'ON THE TOP EDGE OF A STONE PIER AT THE SOUTH SIDE OF THE SEAT,
 KW1068'PAINTED B.M. NO. 2, 6 FEET LOWER THAN THE ROADWAY.
 KW1068
 KW1068                          STATION RECOVERY (2005)
 KW1068
 KW1068'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW1068'UPPER PORTION OF PIER HAS FALLEN OFF. NO EVIDENCE OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0585 ***********************************************************************
 KX0585  DESIGNATION -  248
 KX0585  PID         -  KX0585
 KX0585  STATE/COUNTY-  PA/SOMERSET
 KX0585  USGS QUAD   -  HOOVERSVILLE (1994)
 KX0585
 KX0585                         *CURRENT SURVEY CONTROL
 KX0585  ___________________________________________________________________
 KX0585* NAD 83(1986)-  40 11 49.     (N)    078 57 17.     (W)     SCALED    
 KX0585* NAVD 88     -       514.288  (meters)    1687.29   (feet)  ADJUSTED  
 KX0585  ___________________________________________________________________
 KX0585  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KX0585  DYNAMIC HT  -         513.994 (meters)    1686.33  (feet)  COMP
 KX0585  MODELED GRAV-     980,039.0   (mgal)                       NAVD 88
 KX0585
 KX0585  VERT ORDER  -  SECOND    CLASS 0
 KX0585
 KX0585.The horizontal coordinates were scaled from a topographic map and have
 KX0585.an estimated accuracy of +/- 6 seconds.
 KX0585
 KX0585.The orthometric height was determined by differential leveling
 KX0585.and adjusted by the National Geodetic Survey in June 1991..
 KX0585
 KX0585.The geoid height was determined by GEOID03.
 KX0585
 KX0585.The dynamic height is computed by dividing the NAVD 88
 KX0585.geopotential number by the normal gravity value computed on the
 KX0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0585.degrees latitude (g = 980.6199 gals.).
 KX0585
 KX0585.The modeled gravity was interpolated from observed gravity values.
 KX0585
 KX0585;                    North         East    Units  Estimated Accuracy
 KX0585;SPC PA S     -    96,590.      497,430.      MT  (+/- 180 meters Scaled)
 KX0585
 KX0585                          SUPERSEDED SURVEY CONTROL
 KX0585
 KX0585  NGVD 29 (??/??/92)  514.429  (m)         1687.76   (f) ADJ UNCH    2 0
 KX0585
 KX0585.Superseded values are not recommended for survey control.
 KX0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0585.See file dsdata.txt to determine how the superseded data were derived.
 KX0585
 KX0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE740516(NAD 83)
 KX0585_MARKER: DD = SURVEY DISK
 KX0585_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0585_SP_SET: CULVERT
 KX0585_STAMPING: 248 JAS 1688 1966
 KX0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0585
 KX0585  HISTORY     - Date     Condition        Report By
 KX0585  HISTORY     - 1966     MONUMENTED       USGS
 KX0585  HISTORY     - 1967     GOOD             NGS
 KX0585
 KX0585                          STATION DESCRIPTION
 KX0585
 KX0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0585'2.2 MI NE FROM JEROME.
 KX0585'ABOUT 2.2 MILES NORTHEAST ALONG STATE HIGHWAY 601 FROM THE POST
 KX0585'OFFICE IN JEROME, 2.3 MILES SOUTHWEST OF THE JUNCTION OF STATE
 KX0585'HIGHWAYS 601 AND 53 IN HOLSOPPLE, SET IN THE TOP OF A L SHAPED
 KX0585'HEADWALL OF A CONCRETE CULVERT, 24 FEET SOUTH OF THE CENTERLINE
 KX0585'OF THE HIGHWAY, 16 FEET EAST OF THE APPROXIMATE CENTER OF A
 KX0585'ASPHALT ROAD, 1.5 FOOT NORTH OF THE SOUTH END OF HEADWALL, AND IS
 KX0585'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0877 ***********************************************************************
 KX0877  DESIGNATION -  248.00
 KX0877  PID         -  KX0877
 KX0877  STATE/COUNTY-  PA/ARMSTRONG
 KX0877  USGS QUAD   -  RURAL VALLEY (1990)
 KX0877
 KX0877                         *CURRENT SURVEY CONTROL
 KX0877  ___________________________________________________________________
 KX0877* NAD 83(1986)-  40 51 49.     (N)    079 18 21.     (W)     SCALED    
 KX0877* NAVD 88     -       353.46   (+/-2cm)    1159.6    (feet)  VERTCON   
 KX0877  ___________________________________________________________________
 KX0877  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KX0877
 KX0877  VERT ORDER  -  ? (See Below)
 KX0877
 KX0877.The horizontal coordinates were scaled from a topographic map and have
 KX0877.an estimated accuracy of +/- 6 seconds.
 KX0877
 KX0877.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0877.The vertical order pertains to the NGVD 29 superseded value.
 KX0877
 KX0877.The geoid height was determined by GEOID03.
 KX0877
 KX0877;                    North         East    Units  Estimated Accuracy
 KX0877;SPC PA S     -   171,070.      468,840.      MT  (+/- 180 meters Scaled)
 KX0877
 KX0877                          SUPERSEDED SURVEY CONTROL
 KX0877
 KX0877  NGVD 29 (??/??/92)  353.626  (m)         1160.19   (f) ADJ UNCH    ?  
 KX0877
 KX0877.Superseded values are not recommended for survey control.
 KX0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0877.See file dsdata.txt to determine how the superseded data were derived.
 KX0877
 KX0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF427249(NAD 83)
 KX0877_MARKER: Z = SEE DESCRIPTION
 KX0877_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0877_SP_SET: BRIDGE
 KX0877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0877
 KX0877  HISTORY     - Date     Condition        Report By
 KX0877  HISTORY     - 1917     MONUMENTED       BORR
 KX0877
 KX0877                          STATION DESCRIPTION
 KX0877
 KX0877'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1917
 KX0877'3.7 MI W FROM DAYTON.
 KX0877'ABOUT 3.7 MILES WEST OF DAYTON.  BRIDGE 248.00 ON BACKWALL OF
 KX0877'NORTH ABUTMENT ON LEFT SIDE OF TRACK 13077 +36.0.  A B.R. AND
 KX0877'P.RY. STANDARD PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0054 ***********************************************************************
 MB0054  DESIGNATION -  249
 MB0054  PID         -  MB0054
 MB0054  STATE/COUNTY-  PA/CRAWFORD
 MB0054  USGS QUAD   -  MEADVILLE (1990)
 MB0054
 MB0054                         *CURRENT SURVEY CONTROL
 MB0054  ___________________________________________________________________
 MB0054* NAD 83(1986)-  41 39 11.     (N)    080 09 32.     (W)     SCALED    
 MB0054* NAVD 88     -       331.444  (meters)    1087.41   (feet)  ADJUSTED  
 MB0054  ___________________________________________________________________
 MB0054  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 MB0054  DYNAMIC HT  -         331.307 (meters)    1086.96  (feet)  COMP
 MB0054  MODELED GRAV-     980,202.1   (mgal)                       NAVD 88
 MB0054
 MB0054  VERT ORDER  -  FIRST     CLASS II
 MB0054
 MB0054.The horizontal coordinates were scaled from a topographic map and have
 MB0054.an estimated accuracy of +/- 6 seconds.
 MB0054
 MB0054.The orthometric height was determined by differential leveling
 MB0054.and adjusted by the National Geodetic Survey in June 1991..
 MB0054
 MB0054.The geoid height was determined by GEOID03.
 MB0054
 MB0054.The dynamic height is computed by dividing the NAVD 88
 MB0054.geopotential number by the normal gravity value computed on the
 MB0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0054.degrees latitude (g = 980.6199 gals.).
 MB0054
 MB0054.The modeled gravity was interpolated from observed gravity values.
 MB0054
 MB0054;                    North         East    Units  Estimated Accuracy
 MB0054;SPC PA N     -   167,860.      399,370.      MT  (+/- 180 meters Scaled)
 MB0054
 MB0054                          SUPERSEDED SURVEY CONTROL
 MB0054
 MB0054  NGVD 29 (??/??/92)  331.615  (m)         1087.97   (f) ADJ UNCH    1 2
 MB0054
 MB0054.Superseded values are not recommended for survey control.
 MB0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0054.See file dsdata.txt to determine how the superseded data were derived.
 MB0054
 MB0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG700115(NAD 83)
 MB0054_MARKER: DD = SURVEY DISK
 MB0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0054_STAMPING: 249 1935
 MB0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0054+STABILITY: SURFACE MOTION
 MB0054
 MB0054  HISTORY     - Date     Condition        Report By
 MB0054  HISTORY     - 1935     MONUMENTED       DOD
 MB0054  HISTORY     - 1941     GOOD             NGS
 MB0054  HISTORY     - 20060425 MARK NOT FOUND   PADT
 MB0054
 MB0054                          STATION DESCRIPTION
 MB0054
 MB0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MB0054'1 MI N FROM MEADVILLE.
 MB0054'1.0 MILE NORTH ALONG THE ERIE RAILROAD FROM THE STATION AT
 MB0054'MEADVILLE, 71 RAILS SOUTH OF MILEPOST 101, 3-1/2 RAILS SOUTH
 MB0054'OF THE SECTION 24 SIGNPOST, 11 FEET EAST OF THE EAST RAIL OF THE
 MB0054'EASTBOUND TRACK, ON THE EAST EDGE OF THE RAILROAD BED, AND ABOUT
 MB0054'1 FOOT LOWER THAN THE TRACK.  A CORPS OF ENGINEERS, U.S. ARMY,
 MB0054'STANDARD DISK, STAMPED 249 1935 AND SET IN THE TOP OF A CONCRETE
 MB0054'POST.
 MB0054
 MB0054                          STATION RECOVERY (2006)
 MB0054
 MB0054'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (JAW)
 MB0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0586 ***********************************************************************
 KX0586  DESIGNATION -  249
 KX0586  PID         -  KX0586
 KX0586  STATE/COUNTY-  PA/SOMERSET
 KX0586  USGS QUAD   -  HOOVERSVILLE (1994)
 KX0586
 KX0586                         *CURRENT SURVEY CONTROL
 KX0586  ___________________________________________________________________
 KX0586* NAD 83(1986)-  40 12 05.     (N)    078 57 56.     (W)     SCALED    
 KX0586* NAVD 88     -       519.058  (meters)    1702.94   (feet)  ADJUSTED  
 KX0586  ___________________________________________________________________
 KX0586  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 KX0586  DYNAMIC HT  -         518.763 (meters)    1701.97  (feet)  COMP
 KX0586  MODELED GRAV-     980,039.1   (mgal)                       NAVD 88
 KX0586
 KX0586  VERT ORDER  -  SECOND    CLASS 0
 KX0586
 KX0586.The horizontal coordinates were scaled from a topographic map and have
 KX0586.an estimated accuracy of +/- 6 seconds.
 KX0586
 KX0586.The orthometric height was determined by differential leveling
 KX0586.and adjusted by the National Geodetic Survey in June 1991..
 KX0586
 KX0586.The geoid height was determined by GEOID03.
 KX0586
 KX0586.The dynamic height is computed by dividing the NAVD 88
 KX0586.geopotential number by the normal gravity value computed on the
 KX0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0586.degrees latitude (g = 980.6199 gals.).
 KX0586
 KX0586.The modeled gravity was interpolated from observed gravity values.
 KX0586
 KX0586;                    North         East    Units  Estimated Accuracy
 KX0586;SPC PA S     -    97,100.      496,510.      MT  (+/- 180 meters Scaled)
 KX0586
 KX0586                          SUPERSEDED SURVEY CONTROL
 KX0586
 KX0586  NGVD 29 (??/??/92)  519.199  (m)         1703.41   (f) ADJ UNCH    2 0
 KX0586
 KX0586.Superseded values are not recommended for survey control.
 KX0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0586.See file dsdata.txt to determine how the superseded data were derived.
 KX0586
 KX0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE731520(NAD 83)
 KX0586_MARKER: DD = SURVEY DISK
 KX0586_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0586_SP_SET: CULVERT
 KX0586_STAMPING: 249 JAS 1703 1966
 KX0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0586
 KX0586  HISTORY     - Date     Condition        Report By
 KX0586  HISTORY     - 1966     MONUMENTED       USGS
 KX0586  HISTORY     - 1967     GOOD             NGS
 KX0586
 KX0586                          STATION DESCRIPTION
 KX0586
 KX0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0586'1.5 MI NE FROM JEROME.
 KX0586'ABOUT 1.5 MILES NORTHEAST ALONG STATE HIGHWAY 601 FROM THE POST
 KX0586'OFFICE IN JEROME, SET IN THE TOP OF THE NORTHEAST HEADWALL OF
 KX0586'A LARGE BOX CULVERT, 19 FEET NORTHEAST OF THE CENTERLINE OF THE
 KX0586'HIGHWAY, 2.0 FEET WEST OF THE EAST END OF THE HEADWALL AND IS
 KX0586'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1828 ***********************************************************************
 KW1828  DESIGNATION -  24.90 PRR
 KW1828  PID         -  KW1828
 KW1828  STATE/COUNTY-  PA/CUMBERLAND
 KW1828  USGS QUAD   -  PLAINFIELD (1975)
 KW1828
 KW1828                         *CURRENT SURVEY CONTROL
 KW1828  ___________________________________________________________________
 KW1828* NAD 83(1986)-  40 11 18.     (N)    077 18 39.     (W)     SCALED    
 KW1828* NAVD 88     -       153.464  (meters)     503.49   (feet)  ADJUSTED  
 KW1828  ___________________________________________________________________
 KW1828  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KW1828  DYNAMIC HT  -         153.384 (meters)     503.23  (feet)  COMP
 KW1828  MODELED GRAV-     980,105.4   (mgal)                       NAVD 88
 KW1828
 KW1828  VERT ORDER  -  FIRST     CLASS II
 KW1828
 KW1828.The horizontal coordinates were scaled from a topographic map and have
 KW1828.an estimated accuracy of +/- 6 seconds.
 KW1828
 KW1828.The orthometric height was determined by differential leveling
 KW1828.and adjusted by the National Geodetic Survey in June 1991..
 KW1828
 KW1828.The geoid height was determined by GEOID03.
 KW1828
 KW1828.The dynamic height is computed by dividing the NAVD 88
 KW1828.geopotential number by the normal gravity value computed on the
 KW1828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1828.degrees latitude (g = 980.6199 gals.).
 KW1828
 KW1828.The modeled gravity was interpolated from observed gravity values.
 KW1828
 KW1828;                    North         East    Units  Estimated Accuracy
 KW1828;SPC PA S     -    95,030.      637,400.      MT  (+/- 180 meters Scaled)
 KW1828
 KW1828                          SUPERSEDED SURVEY CONTROL
 KW1828
 KW1828  NGVD 29 (??/??/??)  153.674  (m)          504.18   (f) ADJUSTED    1 2
 KW1828
 KW1828.Superseded values are not recommended for survey control.
 KW1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1828.See file dsdata.txt to determine how the superseded data were derived.
 KW1828
 KW1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK032512(NAD 83)
 KW1828_MARKER: B = BOLT
 KW1828_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1828_SP_SET: BRIDGE
 KW1828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1828
 KW1828  HISTORY     - Date     Condition        Report By
 KW1828  HISTORY     - UNK      MONUMENTED       PRR
 KW1828  HISTORY     - 1961     GOOD             CGS
 KW1828  HISTORY     - 20060325 MARK NOT FOUND   GEOCAC
 KW1828
 KW1828                          STATION DESCRIPTION
 KW1828
 KW1828'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KW1828'0.6 MI NE FROM KERRSVILLE.
 KW1828'0.6 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW1828'KERRSVILLE, CUMBERLAND COUNTY, AT BRIDGE 24.90 OVER A HIGHWAY,
 KW1828'AND IN THE TOP OF THE SOUTH WALL.  A BRASS BOLT.
 KW1828
 KW1828                          STATION RECOVERY (2006)
 KW1828
 KW1828'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW1828'BRIDGE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0878 ***********************************************************************
 KX0878  DESIGNATION -  249.61
 KX0878  PID         -  KX0878
 KX0878  STATE/COUNTY-  PA/ARMSTRONG
 KX0878  USGS QUAD   -  RURAL VALLEY (1990)
 KX0878
 KX0878                         *CURRENT SURVEY CONTROL
 KX0878  ___________________________________________________________________
 KX0878* NAD 83(1986)-  40 50 58.     (N)    079 19 42.     (W)     SCALED    
 KX0878* NAVD 88     -       342.50   (+/-2cm)    1123.7    (feet)  VERTCON   
 KX0878  ___________________________________________________________________
 KX0878  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KX0878
 KX0878  VERT ORDER  -  ? (See Below)
 KX0878
 KX0878.The horizontal coordinates were scaled from a topographic map and have
 KX0878.an estimated accuracy of +/- 6 seconds.
 KX0878
 KX0878.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0878.The vertical order pertains to the NGVD 29 superseded value.
 KX0878
 KX0878.The geoid height was determined by GEOID03.
 KX0878
 KX0878;                    North         East    Units  Estimated Accuracy
 KX0878;SPC PA S     -   169,530.      466,910.      MT  (+/- 180 meters Scaled)
 KX0878
 KX0878                          SUPERSEDED SURVEY CONTROL
 KX0878
 KX0878  NGVD 29 (??/??/92)  342.665  (m)         1124.23   (f) ADJ UNCH    ?  
 KX0878
 KX0878.Superseded values are not recommended for survey control.
 KX0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0878.See file dsdata.txt to determine how the superseded data were derived.
 KX0878
 KX0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF409233(NAD 83)
 KX0878_MARKER: Z = SEE DESCRIPTION
 KX0878_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0878_SP_SET: BRIDGE
 KX0878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0878
 KX0878  HISTORY     - Date     Condition        Report By
 KX0878  HISTORY     - 1917     MONUMENTED       BORR
 KX0878
 KX0878                          STATION DESCRIPTION
 KX0878
 KX0878'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1917
 KX0878'5.6 MI W FROM DAYTON.
 KX0878'ABOUT 5.6 MILES WEST OF DAYTON.  BRIDGE 249.61 ON BACKWALL OF
 KX0878'NORTH ABUTMENT ON RIGHT SIDE OF TRACK 13162 +30.0.  A B.R. AND
 KX0878'P.RY. STANDARD PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0166 ***********************************************************************
 MA0166  DESIGNATION -  25
 MA0166  PID         -  MA0166
 MA0166  STATE/COUNTY-  PA/CAMERON
 MA0166  USGS QUAD   -  SINNEMAHONING (1977)
 MA0166
 MA0166                         *CURRENT SURVEY CONTROL
 MA0166  ___________________________________________________________________
 MA0166* NAD 83(1986)-  41 18 46.     (N)    078 04 45.     (W)     SCALED    
 MA0166* NAVD 88     -       237.994  (meters)     780.82   (feet)  ADJUSTED  
 MA0166  ___________________________________________________________________
 MA0166  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 MA0166  DYNAMIC HT  -         237.890 (meters)     780.48  (feet)  COMP
 MA0166  MODELED GRAV-     980,178.8   (mgal)                       NAVD 88
 MA0166
 MA0166  VERT ORDER  -  SECOND    CLASS 0
 MA0166
 MA0166.The horizontal coordinates were scaled from a topographic map and have
 MA0166.an estimated accuracy of +/- 6 seconds.
 MA0166
 MA0166.The orthometric height was determined by differential leveling
 MA0166.and adjusted by the National Geodetic Survey in June 1991..
 MA0166
 MA0166.The geoid height was determined by GEOID03.
 MA0166
 MA0166.The dynamic height is computed by dividing the NAVD 88
 MA0166.geopotential number by the normal gravity value computed on the
 MA0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0166.degrees latitude (g = 980.6199 gals.).
 MA0166
 MA0166.The modeled gravity was interpolated from observed gravity values.
 MA0166
 MA0166;                    North         East    Units  Estimated Accuracy
 MA0166;SPC PA N     -   127,330.      572,440.      MT  (+/- 180 meters Scaled)
 MA0166
 MA0166                          SUPERSEDED SURVEY CONTROL
 MA0166
 MA0166  NGVD 29 (??/??/92)  238.168  (m)          781.39   (f) ADJ UNCH    2 0
 MA0166
 MA0166.Superseded values are not recommended for survey control.
 MA0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0166.See file dsdata.txt to determine how the superseded data were derived.
 MA0166
 MA0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF444775(NAD 83)
 MA0166_MARKER: B = BOLT
 MA0166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0166_SP_SET: BRIDGE SEAT
 MA0166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0166
 MA0166  HISTORY     - Date     Condition        Report By
 MA0166  HISTORY     - UNK      MONUMENTED       PRR
 MA0166  HISTORY     - 1934     GOOD             NGS
 MA0166  HISTORY     - 20001110 GOOD             LOCSUR
 MA0166
 MA0166                          STATION DESCRIPTION
 MA0166
 MA0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0166'0.8 MI E FROM SINNAMAHONING.
 MA0166'ABOUT 0.8 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0166'SINNAMAHONING, CAMERON COUNTY, AT MILEAGE 171.78, AT BRIDGE
 MA0166'171.78, IN THE TOP OF THE SOUTH END OF THE WEST STONE BRIDGE
 MA0166'SEAT, 15 FEET SOUTH OF THE CENTER LINE OF THE EAST-BOUND TRACK,
 MA0166'AND ABOUT 5 FEET LOWER THAN THE TOP OF THE RAIL.  A COPPER BOLT.
 MA0166
 MA0166                          STATION RECOVERY (2000)
 MA0166
 MA0166'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (MJT)
 MA0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0325 ***********************************************************************
 KY0325  DESIGNATION -  25
 KY0325  PID         -  KY0325
 KY0325  STATE/COUNTY-  PA/WASHINGTON
 KY0325  USGS QUAD   -  WASHINGTON EAST (1977)
 KY0325
 KY0325                         *CURRENT SURVEY CONTROL
 KY0325  ___________________________________________________________________
 KY0325* NAD 83(1986)-  40 12 53.     (N)    080 13 35.     (W)     SCALED    
 KY0325* NAVD 88     -       297.93   (+/-2cm)     977.5    (feet)  VERTCON   
 KY0325  ___________________________________________________________________
 KY0325  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 KY0325
 KY0325  VERT ORDER  -  ? (See Below)
 KY0325
 KY0325.The horizontal coordinates were scaled from a topographic map and have
 KY0325.an estimated accuracy of +/- 6 seconds.
 KY0325
 KY0325.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY0325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY0325.The vertical order pertains to the NGVD 29 superseded value.
 KY0325
 KY0325.The geoid height was determined by GEOID03.
 KY0325
 KY0325;                    North         East    Units  Estimated Accuracy
 KY0325;SPC PA S     -   100,820.      389,230.      MT  (+/- 180 meters Scaled)
 KY0325
 KY0325                          SUPERSEDED SURVEY CONTROL
 KY0325
 KY0325  NGVD 29 (??/??/92)  298.072  (m)          977.92   (f) ADJ UNCH    ?  
 KY0325
 KY0325.Superseded values are not recommended for survey control.
 KY0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0325.See file dsdata.txt to determine how the superseded data were derived.
 KY0325
 KY0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE658518(NAD 83)
 KY0325_MARKER: Q = CHISELED SQUARE
 KY0325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0325_SP_SET: ABUTMENT
 KY0325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0325
 KY0325  HISTORY     - Date     Condition        Report By
 KY0325  HISTORY     - UNK      MONUMENTED       PRR
 KY0325  HISTORY     - 1935     GOOD             NGS
 KY0325
 KY0325                          STATION DESCRIPTION
 KY0325
 KY0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KY0325'0.1 MI S FROM MEADOW LANDS.
 KY0325'0.1 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY0325'AT MEADOW LANDS, AT BRIDGE 25, AND ON THE TOP OF THE NORTHEAST
 KY0325'ABUTMENT.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0332 ***********************************************************************
 KX0332  DESIGNATION -  25
 KX0332  PID         -  KX0332
 KX0332  STATE/COUNTY-  PA/BEDFORD
 KX0332  USGS QUAD   -  EVERETT WEST (1987)
 KX0332
 KX0332                         *CURRENT SURVEY CONTROL
 KX0332  ___________________________________________________________________
 KX0332* NAD 83(1986)-  40 03 17.     (N)    078 28 28.     (W)     SCALED    
 KX0332* NAVD 88     -       323.272  (meters)    1060.60   (feet)  ADJUSTED  
 KX0332  ___________________________________________________________________
 KX0332  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KX0332  DYNAMIC HT  -         323.091 (meters)    1060.01  (feet)  COMP
 KX0332  MODELED GRAV-     980,056.8   (mgal)                       NAVD 88
 KX0332
 KX0332  VERT ORDER  -  SECOND    CLASS 0
 KX0332
 KX0332.The horizontal coordinates were scaled from a topographic map and have
 KX0332.an estimated accuracy of +/- 6 seconds.
 KX0332
 KX0332.The orthometric height was determined by differential leveling
 KX0332.and adjusted by the National Geodetic Survey in June 1991..
 KX0332
 KX0332.The geoid height was determined by GEOID03.
 KX0332
 KX0332.The dynamic height is computed by dividing the NAVD 88
 KX0332.geopotential number by the normal gravity value computed on the
 KX0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0332.degrees latitude (g = 980.6199 gals.).
 KX0332
 KX0332.The modeled gravity was interpolated from observed gravity values.
 KX0332
 KX0332;                    North         East    Units  Estimated Accuracy
 KX0332;SPC PA S     -    80,350.      538,190.      MT  (+/- 180 meters Scaled)
 KX0332
 KX0332                          SUPERSEDED SURVEY CONTROL
 KX0332
 KX0332  NGVD 29 (??/??/92)  323.431  (m)         1061.12   (f) ADJ UNCH    2 0
 KX0332
 KX0332.Superseded values are not recommended for survey control.
 KX0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0332.See file dsdata.txt to determine how the superseded data were derived.
 KX0332
 KX0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE154368(NAD 83)
 KX0332_MARKER: B = BOLT
 KX0332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0332_SP_SET: CULVERT
 KX0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0332
 KX0332  HISTORY     - Date     Condition        Report By
 KX0332  HISTORY     - UNK      MONUMENTED       PRR
 KX0332  HISTORY     - 1935     GOOD             NGS
 KX0332
 KX0332                          STATION DESCRIPTION
 KX0332
 KX0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0332'3.8 MI N FROM BEDFORD.
 KX0332'3.8 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0332'AT BEDFORD, BEDFORD COUNTY, ABOUT 0.5 MILE SOUTH OF THE STATION
 KX0332'AT YOUNTS, AT THE NORTH END OF A CONCRETE CULVERT, IN THE TOP
 KX0332'OF THE EAST COPING, AND 8 FEET EAST OF THE CENTER LINE OF THE
 KX0332'TRACK.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3391 ***********************************************************************
 KV3391  DESIGNATION -  25
 KV3391  PID         -  KV3391
 KV3391  STATE/COUNTY-  PA/BERKS
 KV3391  USGS QUAD   -  FLEETWOOD (1980)
 KV3391
 KV3391                         *CURRENT SURVEY CONTROL
 KV3391  ___________________________________________________________________
 KV3391* NAD 83(1986)-  40 26 38.     (N)    075 51 31.     (W)     SCALED    
 KV3391* NAVD 88     -       128.639  (meters)     422.04   (feet)  ADJUSTED  
 KV3391  ___________________________________________________________________
 KV3391  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 KV3391  DYNAMIC HT  -         128.572 (meters)     421.82  (feet)  COMP
 KV3391  MODELED GRAV-     980,109.4   (mgal)                       NAVD 88
 KV3391
 KV3391  VERT ORDER  -  FIRST     CLASS II
 KV3391
 KV3391.The horizontal coordinates were scaled from a topographic map and have
 KV3391.an estimated accuracy of +/- 6 seconds.
 KV3391
 KV3391.The orthometric height was determined by differential leveling
 KV3391.and adjusted by the National Geodetic Survey in June 1991..
 KV3391
 KV3391.The geoid height was determined by GEOID03.
 KV3391
 KV3391.The dynamic height is computed by dividing the NAVD 88
 KV3391.geopotential number by the normal gravity value computed on the
 KV3391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3391.degrees latitude (g = 980.6199 gals.).
 KV3391
 KV3391.The modeled gravity was interpolated from observed gravity values.
 KV3391
 KV3391;                    North         East    Units  Estimated Accuracy
 KV3391;SPC PA S     -   125,030.      760,440.      MT  (+/- 180 meters Scaled)
 KV3391
 KV3391                          SUPERSEDED SURVEY CONTROL
 KV3391
 KV3391.No superseded survey control is available for this station.
 KV3391
 KV3391_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK271773(NAD 83)
 KV3391_MARKER: DD = SURVEY DISK
 KV3391_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV3391_SP_SET: ABUTMENT
 KV3391_STAMPING: 25
 KV3391_MARK LOGO: PADH  
 KV3391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3391+STABILITY: SURFACE MOTION
 KV3391_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3391+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005
 KV3391
 KV3391  HISTORY     - Date     Condition        Report By
 KV3391  HISTORY     - UNK      MONUMENTED       PADH
 KV3391  HISTORY     - 1979     GOOD             NGS
 KV3391  HISTORY     - 20010331 GOOD             NGS
 KV3391  HISTORY     - 20011216 GOOD             USPSQD
 KV3391  HISTORY     - 20031229 GOOD             USPSQD
 KV3391  HISTORY     - 20050425 GOOD             GEOCAC
 KV3391
 KV3391                          STATION DESCRIPTION
 KV3391
 KV3391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3391'1.5 MI EAST FROM BLANDON.
 KV3391'1.5 MILES EAST ALONG PARK ROAD FROM THE JUNCTION OF STATE ROUTE 73
 KV3391'IN BLANDON TO THE MARK ON THE RIGHT, AT THE EAST END IN TOP OF THE
 KV3391'SOUTHWEST WINGWALL OF A BRIDGE OVER A CREEK, 21.5 FEET SOUTH OF THE
 KV3391'CENTERLINE OF THE ROAD, 6 INCHES SOUTH OF THE SOUTHWEST CORNER.
 KV3391'THE MARK IS ABOVE LEVEL WITH ROAD.
 KV3391
 KV3391                          STATION RECOVERY (2001)
 KV3391
 KV3391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV3391'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV3391
 KV3391                          STATION RECOVERY (2001)
 KV3391
 KV3391'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV3391'RECOVERED IN GOOD CONDITION.
 KV3391
 KV3391                          STATION RECOVERY (2003)
 KV3391
 KV3391'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEQ)
 KV3391'RECOVERED IN GOOD CONDITION.
 KV3391
 KV3391                          STATION RECOVERY (2005)
 KV3391
 KV3391'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KV3391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0269 ***********************************************************************
 LZ0269  DESIGNATION -  25
 LZ0269  PID         -  LZ0269
 LZ0269  STATE/COUNTY-  PA/NORTHUMBERLAND
 LZ0269  USGS QUAD   -  ALLENWOOD (1973)
 LZ0269
 LZ0269                         *CURRENT SURVEY CONTROL
 LZ0269  ___________________________________________________________________
 LZ0269* NAD 83(1986)-  41 06 48.     (N)    076 52 53.     (W)     SCALED    
 LZ0269* NAVD 88     -       147.293  (meters)     483.24   (feet)  ADJUSTED  
 LZ0269  ___________________________________________________________________
 LZ0269  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 LZ0269  DYNAMIC HT  -         147.230 (meters)     483.04  (feet)  COMP
 LZ0269  MODELED GRAV-     980,191.1   (mgal)                       NAVD 88
 LZ0269
 LZ0269  VERT ORDER  -  FIRST     CLASS II
 LZ0269
 LZ0269.The horizontal coordinates were scaled from a topographic map and have
 LZ0269.an estimated accuracy of +/- 6 seconds.
 LZ0269
 LZ0269.The orthometric height was determined by differential leveling
 LZ0269.and adjusted by the National Geodetic Survey in June 1991..
 LZ0269
 LZ0269.The geoid height was determined by GEOID03.
 LZ0269
 LZ0269.The dynamic height is computed by dividing the NAVD 88
 LZ0269.geopotential number by the normal gravity value computed on the
 LZ0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0269.degrees latitude (g = 980.6199 gals.).
 LZ0269
 LZ0269.The modeled gravity was interpolated from observed gravity values.
 LZ0269
 LZ0269;                    North         East    Units  Estimated Accuracy
 LZ0269;SPC PA N     -   105,500.      672,950.      MT  (+/- 180 meters Scaled)
 LZ0269
 LZ0269                          SUPERSEDED SURVEY CONTROL
 LZ0269
 LZ0269  NGVD 29 (??/??/92)  147.514  (m)          483.97   (f) ADJ UNCH    1 2
 LZ0269
 LZ0269.Superseded values are not recommended for survey control.
 LZ0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0269.See file dsdata.txt to determine how the superseded data were derived.
 LZ0269
 LZ0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL420530(NAD 83)
 LZ0269_MARKER: B = BOLT
 LZ0269_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0269_SP_SET: BRIDGE
 LZ0269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0269
 LZ0269  HISTORY     - Date     Condition        Report By
 LZ0269  HISTORY     - UNK      MONUMENTED       PRR
 LZ0269  HISTORY     - 1941     GOOD             NGS
 LZ0269
 LZ0269                          STATION DESCRIPTION
 LZ0269
 LZ0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LZ0269'7.9 MI N FROM MILTON.
 LZ0269'ABOUT 7.9 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LZ0269'STATION AT MILTON, NORTHCUMBERLAND COUNTY, ABOUT 0.1 MILE SOUTH
 LZ0269'OF MILEPOST 268, IN THE EAST WING WALL OF BRIDGE 154, 63 FEET
 LZ0269'SOUTH OF SIGNAL 2681, AND 4.4 FEET EAST OF THE EAST RAIL.  A
 LZ0269'COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1825 ***********************************************************************
 KX1825  DESIGNATION -  25 EGB
 KX1825  PID         -  KX1825
 KX1825  STATE/COUNTY-  PA/INDIANA
 KX1825  USGS QUAD   -  PLUMVILLE (1977)
 KX1825
 KX1825                         *CURRENT SURVEY CONTROL
 KX1825  ___________________________________________________________________
 KX1825* NAD 83(1986)-  40 48 18.     (N)    079 08 47.     (W)     SCALED    
 KX1825* NAVD 88     -       399.753  (meters)    1311.52   (feet)  ADJUSTED  
 KX1825  ___________________________________________________________________
 KX1825  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KX1825  DYNAMIC HT  -         399.555 (meters)    1310.87  (feet)  COMP
 KX1825  MODELED GRAV-     980,117.2   (mgal)                       NAVD 88
 KX1825
 KX1825  VERT ORDER  -  FIRST     CLASS II
 KX1825
 KX1825.The horizontal coordinates were scaled from a topographic map and have
 KX1825.an estimated accuracy of +/- 6 seconds.
 KX1825
 KX1825.The orthometric height was determined by differential leveling
 KX1825.and adjusted by the National Geodetic Survey in June 1991..
 KX1825
 KX1825.The geoid height was determined by GEOID03.
 KX1825
 KX1825.The dynamic height is computed by dividing the NAVD 88
 KX1825.geopotential number by the normal gravity value computed on the
 KX1825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1825.degrees latitude (g = 980.6199 gals.).
 KX1825
 KX1825.The modeled gravity was interpolated from observed gravity values.
 KX1825
 KX1825;                    North         East    Units  Estimated Accuracy
 KX1825;SPC PA S     -   164,340.      482,180.      MT  (+/- 180 meters Scaled)
 KX1825
 KX1825                          SUPERSEDED SURVEY CONTROL
 KX1825
 KX1825  NGVD 29 (06/03/92)  399.924  (m)         1312.08   (f) ADJUSTED    1 2
 KX1825
 KX1825.Superseded values are not recommended for survey control.
 KX1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1825.See file dsdata.txt to determine how the superseded data were derived.
 KX1825
 KX1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF563187(NAD 83)
 KX1825_MARKER: DD = SURVEY DISK
 KX1825_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KX1825_SP_SET: CONCRETE HEADWALL OF CULVERT
 KX1825_STAMPING: 1312 25 EGB 1967
 KX1825_MARK LOGO: USGS  
 KX1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1825+STABILITY: SURFACE MOTION
 KX1825
 KX1825  HISTORY     - Date     Condition        Report By
 KX1825  HISTORY     - 1967     MONUMENTED       USGS
 KX1825  HISTORY     - 1982     GOOD             NGS
 KX1825
 KX1825                          STATION DESCRIPTION
 KX1825
 KX1825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1825'3.7 KM (2.3 MI) NE FROM PLUMVILLE.
 KX1825'2.2 KM (1.4 MI) NORTHEAST ALONG STATE HIGHWAY 210 NORTH FROM THE
 KX1825'JUNCTION OF STATE HIGHWAY 85 IN PLUMVILLE TO THE MARK ON THE RIGHT, IN
 KX1825'TOP OF THE SOUTHWEST END OF THE COCRETE HEADWALL OF A CULVERT RUNNING
 KX1825'UNDER THE HIGHWAY 210 NORTH.  6.4 METERS (21.0 FT) SOUTHEAST FROM THE
 KX1825'CENTERLINE OF HIGHWAY 210 NORTH, 32.0 METERS (105.0 FT) SOUTHWEST
 KX1825'FROM A GRAVEL DRIVEWAY.
 KX1825'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 KX1825'THE MARK IS 0.3 M BELOW HIGHWAY 210 NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1536 ***********************************************************************
 KX1536  DESIGNATION -  25 L
 KX1536  PID         -  KX1536
 KX1536  STATE/COUNTY-  PA/WESTMORELAND
 KX1536  USGS QUAD   -  NEW KENSINGTON EAST (1993)
 KX1536
 KX1536                         *CURRENT SURVEY CONTROL
 KX1536  ___________________________________________________________________
 KX1536* NAD 83(1986)-  40 37 25.     (N)    079 42 04.     (W)     SCALED    
 KX1536* NAVD 88     -       236.638  (meters)     776.37   (feet)  ADJUSTED  
 KX1536  ___________________________________________________________________
 KX1536  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 KX1536  DYNAMIC HT  -         236.519 (meters)     775.98  (feet)  COMP
 KX1536  MODELED GRAV-     980,116.7   (mgal)                       NAVD 88
 KX1536
 KX1536  VERT ORDER  -  FIRST     CLASS II
 KX1536
 KX1536.The horizontal coordinates were scaled from a topographic map and have
 KX1536.an estimated accuracy of +/- 6 seconds.
 KX1536
 KX1536.The orthometric height was determined by differential leveling
 KX1536.and adjusted by the National Geodetic Survey in June 1991..
 KX1536
 KX1536.The geoid height was determined by GEOID03.
 KX1536
 KX1536.The dynamic height is computed by dividing the NAVD 88
 KX1536.geopotential number by the normal gravity value computed on the
 KX1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1536.degrees latitude (g = 980.6199 gals.).
 KX1536
 KX1536.The modeled gravity was interpolated from observed gravity values.
 KX1536
 KX1536;                    North         East    Units  Estimated Accuracy
 KX1536;SPC PA S     -   145,090.      434,930.      MT  (+/- 180 meters Scaled)
 KX1536
 KX1536                          SUPERSEDED SURVEY CONTROL
 KX1536
 KX1536  NGVD 29 (??/??/92)  236.813  (m)          776.94   (f) ADJ UNCH    1 2
 KX1536
 KX1536.Superseded values are not recommended for survey control.
 KX1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1536.See file dsdata.txt to determine how the superseded data were derived.
 KX1536
 KX1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE098977(NAD 83)
 KX1536_MARKER: B = BOLT
 KX1536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1536_STAMPING: 25 L USED
 KX1536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1536+STABILITY: SURFACE MOTION
 KX1536
 KX1536  HISTORY     - Date     Condition        Report By
 KX1536  HISTORY     - UNK      MONUMENTED       DOD
 KX1536  HISTORY     - 1953     MARK NOT FOUND   NGS
 KX1536  HISTORY     - 1953     MARK NOT FOUND   USGS
 KX1536
 KX1536                          STATION DESCRIPTION
 KX1536
 KX1536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KX1536'5.4 MI SW FROM SCHENLEY.
 KX1536'IN WESTMORELAND COUNTY, 5.4 MILES SOUTHWEST ALONG THE PENNSYLVANIA
 KX1536'RAILROAD FROM SCHENLEY, ARMSTRONG COUNTY, 400 FEET BELOW THE
 KX1536'HEAD OF JACKS ISLAND, 220 FEET DOWNSTREAM FROM MILEPOST 24,
 KX1536'88.4 FEET NORTHWEST OF A CHISELED CROSS ON A CLIFF WALL, 40.5
 KX1536'FEET LANDWARD OF THE LAND RAIL, 22 FEET NORTH OF A POPLAR TREE WITH
 KX1536'A BLAZE 2 FEET ABOVE THE GROUND, 5 FEET HIGHER THAN THE TRACK,
 KX1536'AND ABOUT 4 INCHES UNDER GROUND.  A COPPER BOLT, STAMPED 25 L USED
 KX1536'AND SET IN THE TOP OF A CONCRETE POST.
 KX1536
 KX1536                          STATION RECOVERY (1953)
 KX1536
 KX1536'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 KX1536'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2311 ***********************************************************************
 KW2311  DESIGNATION -  25 PRR
 KW2311  PID         -  KW2311
 KW2311  STATE/COUNTY-  PA/CENTRE
 KW2311  USGS QUAD   -  BELLEFONTE (1998)
 KW2311
 KW2311                         *CURRENT SURVEY CONTROL
 KW2311  ___________________________________________________________________
 KW2311* NAD 83(1986)-  40 55 23.     (N)    077 50 22.     (W)     SCALED    
 KW2311* NAVD 88     -       227.178  (meters)     745.33   (feet)  ADJUSTED  
 KW2311  ___________________________________________________________________
 KW2311  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KW2311  DYNAMIC HT  -         227.069 (meters)     744.98  (feet)  COMP
 KW2311  MODELED GRAV-     980,141.7   (mgal)                       NAVD 88
 KW2311
 KW2311  VERT ORDER  -  FIRST     CLASS II
 KW2311
 KW2311.The horizontal coordinates were scaled from a topographic map and have
 KW2311.an estimated accuracy of +/- 6 seconds.
 KW2311
 KW2311.The orthometric height was determined by differential leveling
 KW2311.and adjusted by the National Geodetic Survey in June 1991..
 KW2311
 KW2311.The geoid height was determined by GEOID03.
 KW2311
 KW2311.The dynamic height is computed by dividing the NAVD 88
 KW2311.geopotential number by the normal gravity value computed on the
 KW2311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2311.degrees latitude (g = 980.6199 gals.).
 KW2311
 KW2311.The modeled gravity was interpolated from observed gravity values.
 KW2311
 KW2311;                    North         East    Units  Estimated Accuracy
 KW2311;SPC PA N     -    84,000.      592,470.      MT  (+/- 180 meters Scaled)
 KW2311
 KW2311                          SUPERSEDED SURVEY CONTROL
 KW2311
 KW2311  NGVD 29 (??/??/??)  227.374  (m)          745.98   (f) ADJUSTED    1 2
 KW2311
 KW2311.Superseded values are not recommended for survey control.
 KW2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2311.See file dsdata.txt to determine how the superseded data were derived.
 KW2311
 KW2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL609340(NAD 83)
 KW2311_MARKER: B = BOLT
 KW2311_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2311_SP_SET: BRIDGE SEAT
 KW2311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2311
 KW2311  HISTORY     - Date     Condition        Report By
 KW2311  HISTORY     - UNK      MONUMENTED       PRR
 KW2311  HISTORY     - 1934     GOOD             CGS
 KW2311
 KW2311                          STATION DESCRIPTION
 KW2311
 KW2311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW2311'2.3 MI E FROM UNIONVILLE.
 KW2311'2.3 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM UNIONVILLE,
 KW2311'CENTRE COUNTY, AT BRIDGE 28.04 OVER EDDINGS RUN, IN THE TOP OF
 KW2311'THE NORTHEAST BRIDGE SEAT, AND 5 FEET LOWER THAN THE RAIL.  A
 KW2311'COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0053 ***********************************************************************
 MB0053  DESIGNATION -  250
 MB0053  PID         -  MB0053
 MB0053  STATE/COUNTY-  PA/CRAWFORD
 MB0053  USGS QUAD   -  MEADVILLE (1990)
 MB0053
 MB0053                         *CURRENT SURVEY CONTROL
 MB0053  ___________________________________________________________________
 MB0053* NAD 83(1986)-  41 39 20.     (N)    080 09 35.     (W)     SCALED    
 MB0053* NAVD 88     -       331.583  (meters)    1087.87   (feet)  ADJUSTED  
 MB0053  ___________________________________________________________________
 MB0053  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 MB0053  DYNAMIC HT  -         331.446 (meters)    1087.42  (feet)  COMP
 MB0053  MODELED GRAV-     980,202.0   (mgal)                       NAVD 88
 MB0053
 MB0053  VERT ORDER  -  FIRST     CLASS II
 MB0053
 MB0053.The horizontal coordinates were scaled from a topographic map and have
 MB0053.an estimated accuracy of +/- 6 seconds.
 MB0053
 MB0053.The orthometric height was determined by differential leveling
 MB0053.and adjusted by the National Geodetic Survey in June 1991..
 MB0053
 MB0053.The geoid height was determined by GEOID03.
 MB0053
 MB0053.The dynamic height is computed by dividing the NAVD 88
 MB0053.geopotential number by the normal gravity value computed on the
 MB0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0053.degrees latitude (g = 980.6199 gals.).
 MB0053
 MB0053.The modeled gravity was interpolated from observed gravity values.
 MB0053
 MB0053;                    North         East    Units  Estimated Accuracy
 MB0053;SPC PA N     -   168,140.      399,310.      MT  (+/- 180 meters Scaled)
 MB0053
 MB0053                          SUPERSEDED SURVEY CONTROL
 MB0053
 MB0053  NGVD 29 (??/??/92)  331.754  (m)         1088.43   (f) ADJ UNCH    1 2
 MB0053
 MB0053.Superseded values are not recommended for survey control.
 MB0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0053.See file dsdata.txt to determine how the superseded data were derived.
 MB0053
 MB0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG699118(NAD 83)
 MB0053_MARKER: DD = SURVEY DISK
 MB0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0053_STAMPING: 250 1935
 MB0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0053+STABILITY: SURFACE MOTION
 MB0053
 MB0053  HISTORY     - Date     Condition        Report By
 MB0053  HISTORY     - 1935     MONUMENTED       DOD
 MB0053  HISTORY     - 1941     GOOD             NGS
 MB0053  HISTORY     - 20060425 MARK NOT FOUND   PADT
 MB0053
 MB0053                          STATION DESCRIPTION
 MB0053
 MB0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MB0053'1.1 MI N FROM MEADVILLE.
 MB0053'1.1 MILES NORTH ALONG THE ERIE RAILROAD FROM THE STATION AT
 MB0053'MEADVILLE, 50 RAILS SOUTHEAST OF MILEPOST 101, 35 FEET NORTHWEST
 MB0053'OF TELEGRAPH POLE E-58, 10.1 FEET EAST OF THE EAST RAIL OF THE
 MB0053'EAST BOUND TRACK, ON THE EAST EDGE OF THE RAILROAD BED, AND ABOUT
 MB0053'1 FOOT LOWER THAN THE TRACK.  A CORPS OF ENGINEERS, U.S. ARMY,
 MB0053'STANDARD DISK, STAMPED 250 1935 AND SET IN THE TOP OF A CONCRETE
 MB0053'POST.
 MB0053
 MB0053                          STATION RECOVERY (2006)
 MB0053
 MB0053'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (JAW)
 MB0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0587 ***********************************************************************
 KX0587  DESIGNATION -  250
 KX0587  PID         -  KX0587
 KX0587  STATE/COUNTY-  PA/SOMERSET
 KX0587  USGS QUAD   -  HOOVERSVILLE (1994)
 KX0587
 KX0587                         *CURRENT SURVEY CONTROL
 KX0587  ___________________________________________________________________
 KX0587* NAD 83(1986)-  40 12 23.     (N)    078 58 36.     (W)     SCALED    
 KX0587* NAVD 88     -       539.145  (meters)    1768.84   (feet)  ADJUSTED  
 KX0587  ___________________________________________________________________
 KX0587  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KX0587  DYNAMIC HT  -         538.838 (meters)    1767.84  (feet)  COMP
 KX0587  MODELED GRAV-     980,038.6   (mgal)                       NAVD 88
 KX0587
 KX0587  VERT ORDER  -  SECOND    CLASS 0
 KX0587
 KX0587.The horizontal coordinates were scaled from a topographic map and have
 KX0587.an estimated accuracy of +/- 6 seconds.
 KX0587
 KX0587.The orthometric height was determined by differential leveling
 KX0587.and adjusted by the National Geodetic Survey in June 1991..
 KX0587
 KX0587.The geoid height was determined by GEOID03.
 KX0587
 KX0587.The dynamic height is computed by dividing the NAVD 88
 KX0587.geopotential number by the normal gravity value computed on the
 KX0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0587.degrees latitude (g = 980.6199 gals.).
 KX0587
 KX0587.The modeled gravity was interpolated from observed gravity values.
 KX0587
 KX0587;                    North         East    Units  Estimated Accuracy
 KX0587;SPC PA S     -    97,670.      495,570.      MT  (+/- 180 meters Scaled)
 KX0587
 KX0587                          SUPERSEDED SURVEY CONTROL
 KX0587
 KX0587  NGVD 29 (??/??/92)  539.285  (m)         1769.30   (f) ADJ UNCH    2 0
 KX0587
 KX0587.Superseded values are not recommended for survey control.
 KX0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0587.See file dsdata.txt to determine how the superseded data were derived.
 KX0587
 KX0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE721526(NAD 83)
 KX0587_MARKER: DD = SURVEY DISK
 KX0587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0587_SP_SET: CULVERT
 KX0587_STAMPING: 250 JAS 1769 1966
 KX0587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0587
 KX0587  HISTORY     - Date     Condition        Report By
 KX0587  HISTORY     - 1966     MONUMENTED       USGS
 KX0587  HISTORY     - 1967     GOOD             NGS
 KX0587
 KX0587                          STATION DESCRIPTION
 KX0587
 KX0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0587'0.8 MI NE FROM JEROME.
 KX0587'ABOUT 0.8 MILE NORTHEAST ALONG STATE HIGHWAY 601 FROM THE POST
 KX0587'OFFICE IN JEROME, SET IN THE TOP OF THE SOUTHWEST HEADWALL OF A
 KX0587'LARGE BOX CULVERT, 20 FEET SOUTHWEST OF THE CENTERLINE OF THE
 KX0587'HIGHWAY, 1.0 FOOT SOUTHEAST OF THE NORTHWEST END OF HEADWALL,
 KX0587'AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1135 ***********************************************************************
 MA1135  DESIGNATION -  2+51
 MA1135  PID         -  MA1135
 MA1135  STATE/COUNTY-  PA/FOREST
 MA1135  USGS QUAD   -  TIONESTA (1973)
 MA1135
 MA1135                         *CURRENT SURVEY CONTROL
 MA1135  ___________________________________________________________________
 MA1135* NAD 83(1986)-  41 29 10.     (N)    079 23 53.     (W)     SCALED    
 MA1135* NAVD 88     -       330.197  (meters)    1083.32   (feet)  ADJUSTED  
 MA1135  ___________________________________________________________________
 MA1135  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 MA1135  DYNAMIC HT  -         330.046 (meters)    1082.83  (feet)  COMP
 MA1135  MODELED GRAV-     980,156.0   (mgal)                       NAVD 88
 MA1135
 MA1135  VERT ORDER  -  SECOND    CLASS 0
 MA1135
 MA1135.The horizontal coordinates were scaled from a topographic map and have
 MA1135.an estimated accuracy of +/- 6 seconds.
 MA1135
 MA1135.The orthometric height was determined by differential leveling
 MA1135.and adjusted by the National Geodetic Survey in June 1991..
 MA1135
 MA1135.The geoid height was determined by GEOID03.
 MA1135
 MA1135.The dynamic height is computed by dividing the NAVD 88
 MA1135.geopotential number by the normal gravity value computed on the
 MA1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1135.degrees latitude (g = 980.6199 gals.).
 MA1135
 MA1135.The modeled gravity was interpolated from observed gravity values.
 MA1135
 MA1135;                    North         East    Units  Estimated Accuracy
 MA1135;SPC PA N     -   147,840.      462,380.      MT  (+/- 180 meters Scaled)
 MA1135
 MA1135                          SUPERSEDED SURVEY CONTROL
 MA1135
 MA1135  NGVD 29 (??/??/92)  330.354  (m)         1083.84   (f) ADJ UNCH    2 0
 MA1135
 MA1135.Superseded values are not recommended for survey control.
 MA1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1135.See file dsdata.txt to determine how the superseded data were derived.
 MA1135
 MA1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF337939(NAD 83)
 MA1135_MARKER: DD = SURVEY DISK
 MA1135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1135_SP_SET: BRIDGE
 MA1135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1135
 MA1135  HISTORY     - Date     Condition        Report By
 MA1135  HISTORY     - UNK      MONUMENTED       PADH
 MA1135  HISTORY     - 1935     GOOD             NGS
 MA1135
 MA1135                          STATION DESCRIPTION
 MA1135
 MA1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1135'5.4 MI E FROM TIONESTA.
 MA1135'ABOUT 5.4 MILES EAST ALONG STATE HIGHWAY 66 FROM THE COUNTY
 MA1135'COURTHOUSE AT TIONESTA, FOREST COUNTY, AT STATION 2+51, AT AN
 MA1135'8-FOOT CONCRETE BRIDGE OVER A SMALL STREAM, IN THE TOP OF THE
 MA1135'SOUTHWEST WING WALL, 17 FEET SOUTHEAST OF THE CENTER LINE OF
 MA1135'THE HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE ROADWAY.  A
 MA1135'PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD DISK.  NOTE-- THE
 MA1135'DESCRIPTIONS FOR THE MARKS ON THIS LINE REFER TO THE 1935
 MA1135'LOCATION OF STATE HIGHWAYS 66 AND 666.  THE PRESENT LOCATION
 MA1135'OF THESE HIGHWAYS HAS BEEN RELOCATED DUE TO HIGH WATER OF THE
 MA1135'TIONESTA DAM, THEREFORE MARKS FROM BM 4-58+70 TO Y-78 MAY OR
 MA1135'MAY NOT BE RECOVERABLE DURING TIMES OF LOW WATER OF THE
 MA1135'RESERVOIR.  NOTE-- THE LOCATION OF STATE HIGHWAYS 66 AND 666,
 MA1135'HAVE BEEN RELOCATED DUE TO HIGH WATER OF THE TIONESTA DAM,
 MA1135'THEREFORE THE MARK MAY OR MAY NOT BE RECOVERABLE DURING TIMES
 MA1135'OF LOW WATER OF THE RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0588 ***********************************************************************
 KX0588  DESIGNATION -  251
 KX0588  PID         -  KX0588
 KX0588  STATE/COUNTY-  PA/SOMERSET
 KX0588  USGS QUAD   -  HOOVERSVILLE (1994)
 KX0588
 KX0588                         *CURRENT SURVEY CONTROL
 KX0588  ___________________________________________________________________
 KX0588* NAD 83(1986)-  40 12 28.     (N)    078 59 29.     (W)     SCALED    
 KX0588* NAVD 88     -       557.004  (meters)    1827.44   (feet)  ADJUSTED  
 KX0588  ___________________________________________________________________
 KX0588  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KX0588  DYNAMIC HT  -         556.686 (meters)    1826.39  (feet)  COMP
 KX0588  MODELED GRAV-     980,036.6   (mgal)                       NAVD 88
 KX0588
 KX0588  VERT ORDER  -  SECOND    CLASS 0
 KX0588
 KX0588.The horizontal coordinates were scaled from a topographic map and have
 KX0588.an estimated accuracy of +/- 6 seconds.
 KX0588
 KX0588.The orthometric height was determined by differential leveling
 KX0588.and adjusted by the National Geodetic Survey in June 1991..
 KX0588
 KX0588.The geoid height was determined by GEOID03.
 KX0588
 KX0588.The dynamic height is computed by dividing the NAVD 88
 KX0588.geopotential number by the normal gravity value computed on the
 KX0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0588.degrees latitude (g = 980.6199 gals.).
 KX0588
 KX0588.The modeled gravity was interpolated from observed gravity values.
 KX0588
 KX0588;                    North         East    Units  Estimated Accuracy
 KX0588;SPC PA S     -    97,840.      494,320.      MT  (+/- 180 meters Scaled)
 KX0588
 KX0588                          SUPERSEDED SURVEY CONTROL
 KX0588
 KX0588  NGVD 29 (??/??/92)  557.142  (m)         1827.89   (f) ADJ UNCH    2 0
 KX0588
 KX0588.Superseded values are not recommended for survey control.
 KX0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0588.See file dsdata.txt to determine how the superseded data were derived.
 KX0588
 KX0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE709527(NAD 83)
 KX0588_MARKER: DD = SURVEY DISK
 KX0588_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0588_SP_SET: CATCH BASIN
 KX0588_STAMPING: 251 JAS 1828 1966
 KX0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0588
 KX0588  HISTORY     - Date     Condition        Report By
 KX0588  HISTORY     - 1966     MONUMENTED       USGS
 KX0588  HISTORY     - 1967     GOOD             NGS
 KX0588
 KX0588                          STATION DESCRIPTION
 KX0588
 KX0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0588'AT JEROME.
 KX0588'AT JEROME, 0.1 MILE SOUTHWEST ALONG STATE HIGHWAY 601 FROM THE
 KX0588'POST OFFICE IN JEROME, SET IN THE TOP OF THE NORTH CORNER OF THE
 KX0588'BACKWALL OF A CATCHBASIN, 225 FEET SOUTHWEST OF THE SOUTHWEST
 KX0588'CORNER OF THE JEROME ELEMENTRY SCHOOL, 35 FEET WEST OF THE
 KX0588'APPROXIMATE CENTER OF A ROAD, 19 FEET NORTH OF THE CENTERLINE
 KX0588'OF THE HIGHWAY, AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1468 ***********************************************************************
 KX1468  DESIGNATION -  251
 KX1468  PID         -  KX1468
 KX1468  STATE/COUNTY-  PA/ALLEGHENY
 KX1468  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1468
 KX1468                         *CURRENT SURVEY CONTROL
 KX1468  ___________________________________________________________________
 KX1468* NAD 83(1986)-  40 27 12.     (N)    079 58 45.     (W)     SCALED    
 KX1468* NAVD 88     -       226.881  (meters)     744.36   (feet)  ADJUSTED  
 KX1468  ___________________________________________________________________
 KX1468  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KX1468  DYNAMIC HT  -         226.764 (meters)     743.97  (feet)  COMP
 KX1468  MODELED GRAV-     980,101.2   (mgal)                       NAVD 88
 KX1468
 KX1468  VERT ORDER  -  FIRST     CLASS II
 KX1468
 KX1468.The horizontal coordinates were scaled from a topographic map and have
 KX1468.an estimated accuracy of +/- 6 seconds.
 KX1468
 KX1468.The orthometric height was determined by differential leveling
 KX1468.and adjusted by the National Geodetic Survey in June 1991..
 KX1468
 KX1468.The geoid height was determined by GEOID03.
 KX1468
 KX1468.The dynamic height is computed by dividing the NAVD 88
 KX1468.geopotential number by the normal gravity value computed on the
 KX1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1468.degrees latitude (g = 980.6199 gals.).
 KX1468
 KX1468.The modeled gravity was interpolated from observed gravity values.
 KX1468
 KX1468;                    North         East    Units  Estimated Accuracy
 KX1468;SPC PA S     -   126,750.      410,940.      MT  (+/- 180 meters Scaled)
 KX1468
 KX1468                          SUPERSEDED SURVEY CONTROL
 KX1468
 KX1468  NGVD 29 (??/??/92)  227.046  (m)          744.90   (f) ADJ UNCH    1 2
 KX1468
 KX1468.Superseded values are not recommended for survey control.
 KX1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1468.See file dsdata.txt to determine how the superseded data were derived.
 KX1468
 KX1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE865785(NAD 83)
 KX1468_MARKER: DD = SURVEY DISK
 KX1468_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1468_SP_SET: STEPS
 KX1468_STAMPING: 251
 KX1468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1468
 KX1468  HISTORY     - Date     Condition        Report By
 KX1468  HISTORY     - UNK      MONUMENTED       PA6600
 KX1468  HISTORY     - 1941     GOOD             NGS
 KX1468  HISTORY     - 20010523 GOOD             PADT
 KX1468
 KX1468                          STATION DESCRIPTION
 KX1468
 KX1468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1468'AT PITTSBURGH.
 KX1468'AT PITTSBURGH, ALLEGHENY COUNTY, ABOUT 1.0 MILE EAST ALONG
 KX1468'LIBERTY AVENUE FROM THE PENNSYLVANIA RAILROAD STATION, AT THE
 KX1468'INTERSECTION OF TWENTY-FIFTH STREET, IN THE STEP AT THE ENTRANCE
 KX1468'TO THE OFFICE OF THE SIMONDS GEAR AND MANUFACTURING CO., AND
 KX1468'9 FEET EAST OF THE EAST CURB.  A DEPARTMENT OF PUBLIC WORKS
 KX1468'BRONZE DISK, STAMPED 251.
 KX1468
 KX1468                          STATION RECOVERY (2001)
 KX1468
 KX1468'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (MBJ)
 KX1468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0879 ***********************************************************************
 KX0879  DESIGNATION -  252.12
 KX0879  PID         -  KX0879
 KX0879  STATE/COUNTY-  PA/ARMSTRONG
 KX0879  USGS QUAD   -  RURAL VALLEY (1990)
 KX0879
 KX0879                         *CURRENT SURVEY CONTROL
 KX0879  ___________________________________________________________________
 KX0879* NAD 83(1986)-  40 50 26.     (N)    079 22 13.     (W)     SCALED    
 KX0879* NAVD 88     -       330.33   (+/-2cm)    1083.8    (feet)  VERTCON   
 KX0879  ___________________________________________________________________
 KX0879  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KX0879
 KX0879  VERT ORDER  -  ? (See Below)
 KX0879
 KX0879.The horizontal coordinates were scaled from a topographic map and have
 KX0879.an estimated accuracy of +/- 6 seconds.
 KX0879
 KX0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0879.The vertical order pertains to the NGVD 29 superseded value.
 KX0879
 KX0879.The geoid height was determined by GEOID03.
 KX0879
 KX0879;                    North         East    Units  Estimated Accuracy
 KX0879;SPC PA S     -   168,610.      463,360.      MT  (+/- 180 meters Scaled)
 KX0879
 KX0879                          SUPERSEDED SURVEY CONTROL
 KX0879
 KX0879  NGVD 29 (??/??/92)  330.496  (m)         1084.30   (f) ADJ UNCH    ?  
 KX0879
 KX0879.Superseded values are not recommended for survey control.
 KX0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0879.See file dsdata.txt to determine how the superseded data were derived.
 KX0879
 KX0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF373223(NAD 83)
 KX0879_MARKER: Z = SEE DESCRIPTION
 KX0879_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0879_SP_SET: BRIDGE
 KX0879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0879
 KX0879  HISTORY     - Date     Condition        Report By
 KX0879  HISTORY     - 1917     MONUMENTED       BORR
 KX0879
 KX0879                          STATION DESCRIPTION
 KX0879
 KX0879'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1917
 KX0879'8 MI W FROM DAYTON.
 KX0879'ABOUT 8.0 MILES WEST OF DAYTON.  BRIDGE 252.12 ON BACKWALL OF
 KX0879'NORTH ABUTMENT ON LEFT SIDE OF TRACK 13294 +60.0.  A B.R. AND
 KX0879'P.RY. STANDARD PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0051 ***********************************************************************
 MB0051  DESIGNATION -  253
 MB0051  PID         -  MB0051
 MB0051  STATE/COUNTY-  PA/CRAWFORD
 MB0051  USGS QUAD   -  MEADVILLE (1990)
 MB0051
 MB0051                         *CURRENT SURVEY CONTROL
 MB0051  ___________________________________________________________________
 MB0051* NAD 83(1986)-  41 40 55.     (N)    080 10 05.     (W)     SCALED    
 MB0051* NAVD 88     -       338.297  (meters)    1109.90   (feet)  ADJUSTED  
 MB0051  ___________________________________________________________________
 MB0051  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 MB0051  DYNAMIC HT  -         338.158 (meters)    1109.44  (feet)  COMP
 MB0051  MODELED GRAV-     980,203.3   (mgal)                       NAVD 88
 MB0051
 MB0051  VERT ORDER  -  FIRST     CLASS II
 MB0051
 MB0051.The horizontal coordinates were scaled from a topographic map and have
 MB0051.an estimated accuracy of +/- 6 seconds.
 MB0051
 MB0051.The orthometric height was determined by differential leveling
 MB0051.and adjusted by the National Geodetic Survey in June 1991..
 MB0051.WARNING-Repeat measurements at this control monument indicate possible
 MB0051.vertical movement.
 MB0051
 MB0051.The geoid height was determined by GEOID03.
 MB0051
 MB0051.The dynamic height is computed by dividing the NAVD 88
 MB0051.geopotential number by the normal gravity value computed on the
 MB0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0051.degrees latitude (g = 980.6199 gals.).
 MB0051
 MB0051.The modeled gravity was interpolated from observed gravity values.
 MB0051
 MB0051;                    North         East    Units  Estimated Accuracy
 MB0051;SPC PA N     -   171,090.      398,700.      MT  (+/- 180 meters Scaled)
 MB0051
 MB0051                          SUPERSEDED SURVEY CONTROL
 MB0051
 MB0051  NGVD 29 (06/03/92)  338.454  (m)         1110.41   (f) ADJUSTED    1 2
 MB0051
 MB0051.Superseded values are not recommended for survey control.
 MB0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0051.See file dsdata.txt to determine how the superseded data were derived.
 MB0051
 MB0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG692147(NAD 83)
 MB0051_MARKER: DD = SURVEY DISK
 MB0051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0051_SP_SET: ABUTMENT
 MB0051_STAMPING: 253 1935
 MB0051_MARK LOGO: USE   
 MB0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0051
 MB0051  HISTORY     - Date     Condition        Report By
 MB0051  HISTORY     - 1935     MONUMENTED       DOD
 MB0051  HISTORY     - 1941     GOOD             NGS
 MB0051  HISTORY     - 1982     GOOD             NGS
 MB0051
 MB0051                          STATION DESCRIPTION
 MB0051
 MB0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MB0051'3.1 MI N FROM MEADVILLE.
 MB0051'3.1 MILES NORTH ALONG THE ERIE RAILROAD FROM THE STATION AT
 MB0051'MEADVILLE, 0.4 MILE WEST OF MILEPOST 99, AT BRIDGE NO. 99.34,
 MB0051'IN THE SOUTH CORNER OF THE WEST ABUTMENT, 2.6 FEET SOUTHWEST OF THE
 MB0051'SOUTHWEST CORNER OF THE STEEL BRIDGE WALL, 2 FEET NORTH OF THE SOUTH
 MB0051'END OF THE ABUTMENT, 6 FEET SOUTH OF THE SOUTH RAIL OF THE EASTBOUND
 MB0051'TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A CORPS OF
 MB0051'ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED 253 1935.
 MB0051
 MB0051                          STATION RECOVERY (1982)
 MB0051
 MB0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MB0051'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS,
 MB0051'5.9 KM (3.65 MI) NORTH ALONG U.S. HIGHWAY 19 FROM THE JUNCTION WITH
 MB0051'U.S. HIGHWAY 322 IN MEADVILLE, THENCE 0.2 KM (0.1 MI) EAST ALONG A
 MB0051'GRAVEL ROAD TO A RAILROAD, THENCE 0.2 KM (0.1 MI) NORTH ALONG THE
 MB0051'RAILROAD TO THE MARK ON THE RIGHT IN THE SOUTHEAST ABUTMENT.
 MB0051'0.76 METERS (2.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A STEEL
 MB0051'BRIDGE WALL, 1.8 METERS (6.0 FT) SOUTHEAST OF THE EAST RAIL.
 MB0051'THE MARK IS 0.30 M BELOW THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1466 ***********************************************************************
 KX1466  DESIGNATION -  254
 KX1466  PID         -  KX1466
 KX1466  STATE/COUNTY-  PA/ALLEGHENY
 KX1466  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1466
 KX1466                         *CURRENT SURVEY CONTROL
 KX1466  ___________________________________________________________________
 KX1466* NAD 83(1986)-  40 26 39.     (N)    079 59 34.     (W)     SCALED    
 KX1466* NAVD 88     -       226.296  (meters)     742.44   (feet)  ADJUSTED  
 KX1466  ___________________________________________________________________
 KX1466  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 KX1466  DYNAMIC HT  -         226.179 (meters)     742.06  (feet)  COMP
 KX1466  MODELED GRAV-     980,102.0   (mgal)                       NAVD 88
 KX1466
 KX1466  VERT ORDER  -  FIRST     CLASS II
 KX1466
 KX1466.The horizontal coordinates were scaled from a topographic map and have
 KX1466.an estimated accuracy of +/- 6 seconds.
 KX1466
 KX1466.The orthometric height was determined by differential leveling
 KX1466.and adjusted by the National Geodetic Survey in June 1991..
 KX1466
 KX1466.The geoid height was determined by GEOID03.
 KX1466
 KX1466.The dynamic height is computed by dividing the NAVD 88
 KX1466.geopotential number by the normal gravity value computed on the
 KX1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1466.degrees latitude (g = 980.6199 gals.).
 KX1466
 KX1466.The modeled gravity was interpolated from observed gravity values.
 KX1466
 KX1466;                    North         East    Units  Estimated Accuracy
 KX1466;SPC PA S     -   125,760.      409,760.      MT  (+/- 180 meters Scaled)
 KX1466
 KX1466                          SUPERSEDED SURVEY CONTROL
 KX1466
 KX1466  NGVD 29 (??/??/92)  226.461  (m)          742.98   (f) ADJ UNCH    1 2
 KX1466
 KX1466.Superseded values are not recommended for survey control.
 KX1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1466.See file dsdata.txt to determine how the superseded data were derived.
 KX1466
 KX1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE854775(NAD 83)
 KX1466_MARKER: DD = SURVEY DISK
 KX1466_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1466_SP_SET: RETAINING WALL
 KX1466_STAMPING: 254
 KX1466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1466_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KX1466+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2003
 KX1466
 KX1466  HISTORY     - Date     Condition        Report By
 KX1466  HISTORY     - UNK      MONUMENTED       PA6600
 KX1466  HISTORY     - 1960     MARK NOT FOUND   NGS
 KX1466  HISTORY     - 20030403 GOOD             USE
 KX1466  HISTORY     - 20050307 GOOD             GEOCAC
 KX1466
 KX1466                          STATION DESCRIPTION
 KX1466
 KX1466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KX1466'AT PITTSBURGH.
 KX1466'AT PITTSBURGH, ALLEGHENY COUNTY, AT THE PENNSYLVANIA RAILROAD
 KX1466'STATION, IN THE NORTHWEST CORNER OF THE STONE RETAINING WALL,
 KX1466'ABOUT 50 FEET EAST OF THE WEST END OF THE WALL, AND ABOUT 2
 KX1466'FEET HIGHER THAN THE GROUND.  A DEPARTMENT OF PUBLIC WORKS BRONZE
 KX1466'DISK, STAMPED 254 AND SET VERTICALLY.  NOTE-- WALL HAS BEEN
 KX1466'REPAIRED SOME REMOVED.
 KX1466
 KX1466                          STATION RECOVERY (2003)
 KX1466
 KX1466'RECOVERY NOTE BY US ENGINEERS 2003 (WES)
 KX1466'AT PITTSBURGH, ALLEGHENY COUNTY, FORMERLY PENNSYLVANIA RAILROAD
 KX1466'STATION, NOW 'AMTRAK' AND 'PENNSYLVANIAN CLASSIC APARTMENTS', 350 FEET
 KX1466'WEST OF 'AMTRAK ENTRANCE', 190 FEET EAST OF THE WEST END OF THE NORTH
 KX1466'FACE OF THE RECONDITIONED STONE RETAINING WALL, 75 FEET SE FROM SIGN
 KX1466''PENNSYLVANIA CANAL' SET BY PENNSYLVANIA HISTORICAL AND MUSEUM
 KX1466'COMMISSION.  A DEPARTMENT OF PUBLIC WORKS BRONZE DISK, STAMPED '254'
 KX1466'AND SET VERTICALLY.
 KX1466
 KX1466                          STATION RECOVERY (2005)
 KX1466
 KX1466'RECOVERY NOTE BY GEOCACHING 2005 (KAG)
 KX1466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0880 ***********************************************************************
 KX0880  DESIGNATION -  254.52
 KX0880  PID         -  KX0880
 KX0880  STATE/COUNTY-  PA/ARMSTRONG
 KX0880  USGS QUAD   -  MOSGROVE (1993)
 KX0880
 KX0880                         *CURRENT SURVEY CONTROL
 KX0880  ___________________________________________________________________
 KX0880* NAD 83(1986)-  40 50 56.     (N)    079 24 48.     (W)     SCALED    
 KX0880* NAVD 88     -       306.09   (+/-2cm)    1004.2    (feet)  VERTCON   
 KX0880  ___________________________________________________________________
 KX0880  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KX0880
 KX0880  VERT ORDER  -  ? (See Below)
 KX0880
 KX0880.The horizontal coordinates were scaled from a topographic map and have
 KX0880.an estimated accuracy of +/- 6 seconds.
 KX0880
 KX0880.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0880.The vertical order pertains to the NGVD 29 superseded value.
 KX0880
 KX0880.The geoid height was determined by GEOID03.
 KX0880
 KX0880;                    North         East    Units  Estimated Accuracy
 KX0880;SPC PA S     -   169,600.      459,750.      MT  (+/- 180 meters Scaled)
 KX0880
 KX0880                          SUPERSEDED SURVEY CONTROL
 KX0880
 KX0880  NGVD 29 (??/??/92)  306.259  (m)         1004.78   (f) ADJ UNCH    ?  
 KX0880
 KX0880.Superseded values are not recommended for survey control.
 KX0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0880.See file dsdata.txt to determine how the superseded data were derived.
 KX0880
 KX0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF337231(NAD 83)
 KX0880_MARKER: DD = SURVEY DISK
 KX0880_SETTING: 0 = UNSPECIFIED SETTING
 KX0880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0880
 KX0880  HISTORY     - Date     Condition        Report By
 KX0880  HISTORY     - 1917     MONUMENTED       BORR
 KX0880
 KX0880                          STATION DESCRIPTION
 KX0880
 KX0880'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1917
 KX0880'10.6 MI W FROM DAYTON.
 KX0880'ABOUT 10.6 MILES WEST OF DAYTON.  ON BENCH MARK POST 20.0 TO
 KX0880'RIGHT OF 13421 +53.0.  A B.R. AND P.RY. STANDARD B.M. POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2492 ***********************************************************************
 KV2492  DESIGNATION -  255 USGS
 KV2492  PID         -  KV2492
 KV2492  STATE/COUNTY-  PA/CHESTER
 KV2492  USGS QUAD   -  DOWNINGTOWN (1983)
 KV2492
 KV2492                         *CURRENT SURVEY CONTROL
 KV2492  ___________________________________________________________________
 KV2492* NAD 83(1986)-  40 00 09.     (N)    075 42 28.     (W)     SCALED    
 KV2492* NAVD 88     -        77.562  (meters)     254.47   (feet)  ADJUSTED  
 KV2492  ___________________________________________________________________
 KV2492  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 KV2492  DYNAMIC HT  -          77.524 (meters)     254.34  (feet)  COMP
 KV2492  MODELED GRAV-     980,129.2   (mgal)                       NAVD 88
 KV2492
 KV2492  VERT ORDER  -  SECOND    CLASS 0
 KV2492
 KV2492.The horizontal coordinates were scaled from a topographic map and have
 KV2492.an estimated accuracy of +/- 6 seconds.
 KV2492
 KV2492.The orthometric height was determined by differential leveling
 KV2492.and adjusted by the National Geodetic Survey in June 1991..
 KV2492
 KV2492.The geoid height was determined by GEOID03.
 KV2492
 KV2492.The dynamic height is computed by dividing the NAVD 88
 KV2492.geopotential number by the normal gravity value computed on the
 KV2492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2492.degrees latitude (g = 980.6199 gals.).
 KV2492
 KV2492.The modeled gravity was interpolated from observed gravity values.
 KV2492
 KV2492;                    North         East    Units  Estimated Accuracy
 KV2492;SPC PA S     -    76,320.      774,370.      MT  (+/- 180 meters Scaled)
 KV2492
 KV2492                          SUPERSEDED SURVEY CONTROL
 KV2492
 KV2492  NGVD 29 (??/??/??)   77.840  (m)          255.38   (f) ADJUSTED    2 0
 KV2492
 KV2492.Superseded values are not recommended for survey control.
 KV2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2492.See file dsdata.txt to determine how the superseded data were derived.
 KV2492
 KV2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK395282(NAD 83)
 KV2492_MARKER: DD = SURVEY DISK
 KV2492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2492_SP_SET: OVERPASS WALL
 KV2492_STAMPING: 255
 KV2492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2492
 KV2492  HISTORY     - Date     Condition        Report By
 KV2492  HISTORY     - 1935     MONUMENTED       USGS
 KV2492  HISTORY     - 1966     GOOD             CGS
 KV2492  HISTORY     - 19910330 GOOD             USPSQD
 KV2492  HISTORY     - 20000311 GOOD             USPSQD
 KV2492  HISTORY     - 20030329 GOOD             USPSQD
 KV2492
 KV2492                          STATION DESCRIPTION
 KV2492
 KV2492'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2492'AT DOWNINGTOWN.
 KV2492'IN THE TOP OF WEST END OF THE NORTH STONE HEAD WALL
 KV2492'OF OVERPASS OF PENNSYLVANIA RAILROAD OVER VIADUCT AVENUE, 0.2
 KV2492'MILE NORTHEAST OF RAILROAD STATION, 40 FEET NORTH OF NORTH RAIL
 KV2492'AND ABOUT 6 FEET BELOW LEVEL OF TRACK.  THIS IS BELIEVED TO BE
 KV2492'THE ORIGINAL MARK 255 (USGS) AND NOT 255 RESET (USGS).  NOTE-- THIS
 KV2492'MARK WAS ERRONEOUSLY PUBLISHED AS RESET IN JANUARY 1960 PUBLICATION.
 KV2492
 KV2492                          STATION RECOVERY (1991)
 KV2492
 KV2492'RECOVERY NOTE BY US POWER SQUADRON 1991 (RBL)
 KV2492'RECOVERED IN GOOD CONDITION.
 KV2492
 KV2492                          STATION RECOVERY (2000)
 KV2492
 KV2492'RECOVERY NOTE BY US POWER SQUADRON 2000
 KV2492'RECOVERED IN GOOD CONDITION.
 KV2492
 KV2492                          STATION RECOVERY (2003)
 KV2492
 KV2492'RECOVERY NOTE BY US POWER SQUADRON 2003 (SSB)
 KV2492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0881 ***********************************************************************
 KX0881  DESIGNATION -  256.92
 KX0881  PID         -  KX0881
 KX0881  STATE/COUNTY-  PA/ARMSTRONG
 KX0881  USGS QUAD   -  MOSGROVE (1993)
 KX0881
 KX0881                         *CURRENT SURVEY CONTROL
 KX0881  ___________________________________________________________________
 KX0881* NAD 83(1986)-  40 51 28.     (N)    079 26 49.     (W)     SCALED    
 KX0881* NAVD 88     -       278.58   (+/-2cm)     914.0    (feet)  VERTCON   
 KX0881  ___________________________________________________________________
 KX0881  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KX0881
 KX0881  VERT ORDER  -  ? (See Below)
 KX0881
 KX0881.The horizontal coordinates were scaled from a topographic map and have
 KX0881.an estimated accuracy of +/- 6 seconds.
 KX0881
 KX0881.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0881.The vertical order pertains to the NGVD 29 superseded value.
 KX0881
 KX0881.The geoid height was determined by GEOID03.
 KX0881
 KX0881;                    North         East    Units  Estimated Accuracy
 KX0881;SPC PA S     -   170,650.      456,930.      MT  (+/- 180 meters Scaled)
 KX0881
 KX0881                          SUPERSEDED SURVEY CONTROL
 KX0881
 KX0881  NGVD 29 (??/??/92)  278.760  (m)          914.57   (f) ADJ UNCH    ?  
 KX0881
 KX0881.Superseded values are not recommended for survey control.
 KX0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0881.See file dsdata.txt to determine how the superseded data were derived.
 KX0881
 KX0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF308241(NAD 83)
 KX0881_MARKER: Z = SEE DESCRIPTION
 KX0881_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0881_SP_SET: BRIDGE
 KX0881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0881
 KX0881  HISTORY     - Date     Condition        Report By
 KX0881  HISTORY     - 1917     MONUMENTED       BORR
 KX0881
 KX0881                          STATION DESCRIPTION
 KX0881
 KX0881'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1917
 KX0881'12 MI W FROM DAYTON.
 KX0881'ABOUT 12 MILES WEST OF DAYTON.  BRIDGE 256.92 ON BACKWALL OF NORTH
 KX0881'ABUTMENT ON LEFT SIDE OF TRACK, FIRST STONE DOWN 13548 +10.0.
 KX0881'A B.R. AND P.RY. STANDARD PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0894 ***********************************************************************
 KX0894  DESIGNATION -  258.89
 KX0894  PID         -  KX0894
 KX0894  STATE/COUNTY-  PA/ARMSTRONG
 KX0894  USGS QUAD   -  MOSGROVE (1993)
 KX0894
 KX0894                         *CURRENT SURVEY CONTROL
 KX0894  ___________________________________________________________________
 KX0894* NAD 83(1986)-  40 52 11.     (N)    079 28 41.     (W)     SCALED    
 KX0894* NAVD 88     -       273.599  (meters)     897.63   (feet)  ADJUSTED  
 KX0894  ___________________________________________________________________
 KX0894  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KX0894  DYNAMIC HT  -         273.465 (meters)     897.19  (feet)  COMP
 KX0894  MODELED GRAV-     980,126.6   (mgal)                       NAVD 88
 KX0894
 KX0894  VERT ORDER  -  FIRST     CLASS II
 KX0894
 KX0894.The horizontal coordinates were scaled from a topographic map and have
 KX0894.an estimated accuracy of +/- 6 seconds.
 KX0894
 KX0894.The orthometric height was determined by differential leveling
 KX0894.and adjusted by the National Geodetic Survey in June 1991..
 KX0894.WARNING-Repeat measurements at this control monument indicate possible
 KX0894.vertical movement.
 KX0894
 KX0894.The geoid height was determined by GEOID03.
 KX0894
 KX0894.The dynamic height is computed by dividing the NAVD 88
 KX0894.geopotential number by the normal gravity value computed on the
 KX0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0894.degrees latitude (g = 980.6199 gals.).
 KX0894
 KX0894.The modeled gravity was interpolated from observed gravity values.
 KX0894
 KX0894;                    North         East    Units  Estimated Accuracy
 KX0894;SPC PA S     -   172,020.      454,340.      MT  (+/- 180 meters Scaled)
 KX0894
 KX0894                          SUPERSEDED SURVEY CONTROL
 KX0894
 KX0894  NGVD 29 (06/03/92)  273.778  (m)          898.22   (f) ADJUSTED    1 2
 KX0894
 KX0894.Superseded values are not recommended for survey control.
 KX0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0894.See file dsdata.txt to determine how the superseded data were derived.
 KX0894
 KX0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF282254(NAD 83)
 KX0894_MARKER: Z = SEE DESCRIPTION
 KX0894_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0894_SP_SET: ABUTMENT
 KX0894_MARK LOGO: BRPRR 
 KX0894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0894
 KX0894  HISTORY     - Date     Condition        Report By
 KX0894  HISTORY     - UNK      MONUMENTED       LOCSUR
 KX0894  HISTORY     - 1935     GOOD             NGS
 KX0894  HISTORY     - 1941     GOOD             NGS
 KX0894  HISTORY     - 1982     GOOD             NGS
 KX0894  HISTORY     - 1982     GOOD             NGS
 KX0894  HISTORY     - 1983     GOOD             NGS
 KX0894
 KX0894                          STATION DESCRIPTION
 KX0894
 KX0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0894'AT MOSGROVE.
 KX0894'AT MOSGROVE, ARMSTRONG COUNTY, AT BALTIMORE AND OHIO RAILROAD
 KX0894'BRIDGE NO. 258.89 OVER ALLEGHENY RIVER, IN THE BACK WALL OF THE
 KX0894'EAST ABUTMENT, ON THE LEFT SIDE OF THE TRACK, AND IN THE FIRST
 KX0894'STONE DOWN.  A PLUG.  NOTE-- IN THE SOUTH ABUTMENT OF THE B.R. AND
 KX0894'P. RAILROAD BRIDGE OVER THE ALLEGHENY RIVER AT MOSGROVE.
 KX0894
 KX0894                          STATION RECOVERY (1941)
 KX0894
 KX0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 KX0894'RECOVERED IN GOOD CONDITION.
 KX0894
 KX0894                          STATION RECOVERY (1982)
 KX0894
 KX0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KX0894'RECOVERED IN GOOD CONDITION.
 KX0894
 KX0894                          STATION RECOVERY (1982)
 KX0894
 KX0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KX0894'RECOVERED IN GOOD CONDITION.
 KX0894
 KX0894                          STATION RECOVERY (1983)
 KX0894
 KX0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX0894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0896 ***********************************************************************
 KX0896  DESIGNATION -  259
 KX0896  PID         -  KX0896
 KX0896  STATE/COUNTY-  PA/ARMSTRONG
 KX0896  USGS QUAD   -  MOSGROVE (1993)
 KX0896
 KX0896                         *CURRENT SURVEY CONTROL
 KX0896  ___________________________________________________________________
 KX0896* NAD 83(1986)-  40 52 16.     (N)    079 28 39.     (W)     SCALED    
 KX0896* NAVD 88     -       243.177  (meters)     797.82   (feet)  ADJUSTED  
 KX0896  ___________________________________________________________________
 KX0896  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KX0896  DYNAMIC HT  -         243.057 (meters)     797.43  (feet)  COMP
 KX0896  MODELED GRAV-     980,126.6   (mgal)                       NAVD 88
 KX0896
 KX0896  VERT ORDER  -  SECOND    CLASS 0
 KX0896
 KX0896.The horizontal coordinates were scaled from a topographic map and have
 KX0896.an estimated accuracy of +/- 6 seconds.
 KX0896
 KX0896.The orthometric height was determined by differential leveling
 KX0896.and adjusted by the National Geodetic Survey in June 1991..
 KX0896
 KX0896.The geoid height was determined by GEOID03.
 KX0896
 KX0896.The dynamic height is computed by dividing the NAVD 88
 KX0896.geopotential number by the normal gravity value computed on the
 KX0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0896.degrees latitude (g = 980.6199 gals.).
 KX0896
 KX0896.The modeled gravity was interpolated from observed gravity values.
 KX0896
 KX0896;                    North         East    Units  Estimated Accuracy
 KX0896;SPC PA S     -   172,180.      454,390.      MT  (+/- 180 meters Scaled)
 KX0896
 KX0896                          SUPERSEDED SURVEY CONTROL
 KX0896
 KX0896  NGVD 29 (??/??/92)  243.354  (m)          798.40   (f) ADJ UNCH    2 0
 KX0896
 KX0896.Superseded values are not recommended for survey control.
 KX0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0896.See file dsdata.txt to determine how the superseded data were derived.
 KX0896
 KX0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF282255(NAD 83)
 KX0896_MARKER: Q = CHISELED SQUARE
 KX0896_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0896_SP_SET: BRIDGE
 KX0896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0896
 KX0896  HISTORY     - Date     Condition        Report By
 KX0896  HISTORY     - UNK      MONUMENTED       DOD
 KX0896  HISTORY     - 1935     GOOD             NGS
 KX0896  HISTORY     - 1935     GOOD             USE
 KX0896
 KX0896                          STATION DESCRIPTION
 KX0896
 KX0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0896'AT MOSGROVE.
 KX0896'AT MOSGROVE, ARMSTRONG COUNTY, 0.1 MILE NORTH ALONG THE PENNSYLVANIA
 KX0896'RAILROAD FROM THE STATION, AT THE BRIDGE OVER PINE CREEK, AND
 KX0896'ON THE NORTHWEST CORNER OF THE SOUTH BRIDGE SEAT.  A CHISELED
 KX0896'SQUARE MARKED USE 259.
 KX0896
 KX0896                          STATION RECOVERY (1935)
 KX0896
 KX0896'RECOVERY NOTE BY US ENGINEERS 1935
 KX0896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0895 ***********************************************************************
 KX0895  DESIGNATION -  259.21
 KX0895  PID         -  KX0895
 KX0895  STATE/COUNTY-  PA/ARMSTRONG
 KX0895  USGS QUAD   -  MOSGROVE (1993)
 KX0895
 KX0895                         *CURRENT SURVEY CONTROL
 KX0895  ___________________________________________________________________
 KX0895* NAD 83(1986)-  40 52 12.     (N)    079 29 00.     (W)     SCALED    
 KX0895* NAVD 88     -       274.134  (meters)     899.39   (feet)  ADJUSTED  
 KX0895  ___________________________________________________________________
 KX0895  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 KX0895  DYNAMIC HT  -         273.999 (meters)     898.95  (feet)  COMP
 KX0895  MODELED GRAV-     980,125.6   (mgal)                       NAVD 88
 KX0895
 KX0895  VERT ORDER  -  FIRST     CLASS II
 KX0895
 KX0895.The horizontal coordinates were scaled from a topographic map and have
 KX0895.an estimated accuracy of +/- 6 seconds.
 KX0895
 KX0895.The orthometric height was determined by differential leveling
 KX0895.and adjusted by the National Geodetic Survey in June 1991..
 KX0895
 KX0895.The geoid height was determined by GEOID03.
 KX0895
 KX0895.The dynamic height is computed by dividing the NAVD 88
 KX0895.geopotential number by the normal gravity value computed on the
 KX0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0895.degrees latitude (g = 980.6199 gals.).
 KX0895
 KX0895.The modeled gravity was interpolated from observed gravity values.
 KX0895
 KX0895;                    North         East    Units  Estimated Accuracy
 KX0895;SPC PA S     -   172,060.      453,890.      MT  (+/- 180 meters Scaled)
 KX0895
 KX0895                          SUPERSEDED SURVEY CONTROL
 KX0895
 KX0895  NGVD 29 (06/03/92)  274.312  (m)          899.97   (f) ADJUSTED    1 2
 KX0895
 KX0895.Superseded values are not recommended for survey control.
 KX0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0895.See file dsdata.txt to determine how the superseded data were derived.
 KX0895
 KX0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF278254(NAD 83)
 KX0895_MARKER: Z = SEE DESCRIPTION
 KX0895_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0895_SP_SET: ABUTMENT
 KX0895_MARK LOGO: BRPRR 
 KX0895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0895
 KX0895  HISTORY     - Date     Condition        Report By
 KX0895  HISTORY     - UNK      MONUMENTED       LOCSUR
 KX0895  HISTORY     - 1935     GOOD             NGS
 KX0895  HISTORY     - 1941     GOOD             NGS
 KX0895  HISTORY     - 1982     GOOD             NGS
 KX0895  HISTORY     - 1982     GOOD             NGS
 KX0895  HISTORY     - 1983     GOOD             NGS
 KX0895
 KX0895                          STATION DESCRIPTION
 KX0895
 KX0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0895'AT MOSGROVE.
 KX0895'AT MOSGROVE, ARMSTRONG COUNTY, AT BALTIMORE AND OHIO RAILROAD
 KX0895'BRIDGE NO. 258.89 OVER ALLEGHENY RIVER, IN THE BACK WALL OF THE
 KX0895'WEST ABUTMENT, AND ON THE LEFT SIDE OF THE TRACK.  A PLUG.
 KX0895'NOTE-- JULY 1941-SET IN TOP OF NORTH ABUTMENT OF B.R. AND P
 KX0895'RIALRAOD BRIDGE OVER ALLEGHENY RIVER AT MOSGROVE.
 KX0895
 KX0895                          STATION RECOVERY (1941)
 KX0895
 KX0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 KX0895'RECOVERED IN GOOD CONDITION.
 KX0895
 KX0895                          STATION RECOVERY (1982)
 KX0895
 KX0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KX0895'RECOVERED IN GOOD CONDITION.
 KX0895
 KX0895                          STATION RECOVERY (1982)
 KX0895
 KX0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KX0895'RECOVERED IN GOOD CONDITION.
 KX0895
 KX0895                          STATION RECOVERY (1983)
 KX0895
 KX0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX0895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0169 ***********************************************************************
 MA0169  DESIGNATION -  26
 MA0169  PID         -  MA0169
 MA0169  STATE/COUNTY-  PA/CAMERON
 MA0169  USGS QUAD   -  SINNEMAHONING (1977)
 MA0169
 MA0169                         *CURRENT SURVEY CONTROL
 MA0169  ___________________________________________________________________
 MA0169* NAD 83(1986)-  41 19 06.     (N)    078 05 25.     (W)     SCALED    
 MA0169* NAVD 88     -       240.532  (meters)     789.15   (feet)  ADJUSTED  
 MA0169  ___________________________________________________________________
 MA0169  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 MA0169  DYNAMIC HT  -         240.427 (meters)     788.80  (feet)  COMP
 MA0169  MODELED GRAV-     980,182.4   (mgal)                       NAVD 88
 MA0169
 MA0169  VERT ORDER  -  SECOND    CLASS 0
 MA0169
 MA0169.The horizontal coordinates were scaled from a topographic map and have
 MA0169.an estimated accuracy of +/- 6 seconds.
 MA0169
 MA0169.The orthometric height was determined by differential leveling
 MA0169.and adjusted by the National Geodetic Survey in June 1991..
 MA0169
 MA0169.The geoid height was determined by GEOID03.
 MA0169
 MA0169.The dynamic height is computed by dividing the NAVD 88
 MA0169.geopotential number by the normal gravity value computed on the
 MA0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0169.degrees latitude (g = 980.6199 gals.).
 MA0169
 MA0169.The modeled gravity was interpolated from observed gravity values.
 MA0169
 MA0169;                    North         East    Units  Estimated Accuracy
 MA0169;SPC PA N     -   127,950.      571,510.      MT  (+/- 180 meters Scaled)
 MA0169
 MA0169                          SUPERSEDED SURVEY CONTROL
 MA0169
 MA0169  NGVD 29 (??/??/92)  240.707  (m)          789.72   (f) ADJ UNCH    2 0
 MA0169
 MA0169.Superseded values are not recommended for survey control.
 MA0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0169.See file dsdata.txt to determine how the superseded data were derived.
 MA0169
 MA0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF435781(NAD 83)
 MA0169_MARKER: B = BOLT
 MA0169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0169_SP_SET: ABUTMENT
 MA0169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0169
 MA0169  HISTORY     - Date     Condition        Report By
 MA0169  HISTORY     - UNK      MONUMENTED       PRR
 MA0169  HISTORY     - 1934     GOOD             NGS
 MA0169
 MA0169                          STATION DESCRIPTION
 MA0169
 MA0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0169'3.4 MI E FROM DRIFTWOOD.
 MA0169'ABOUT 3.4 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0169'DRIFTWOOD, CAMERON COUNTY, AT SINNAMAHONING, ABOUT 260 FEET
 MA0169'EAST OF MILEPOST 171, AT BRIDGE 171.08, IN THE TOP OF THE NORTH
 MA0169'END OF THE WEST STONE ABUTMENT, 6 FEET NORTH OF THE CENTER LINE
 MA0169'OF THE TRACK, AND ABOUT 1-1/2 FEET LOWER THAN THE TOP OF THE
 MA0169'RAIL.  A COPPER BOLT, MARKED BY THE CHISELED LETTERS BM 26.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0331 ***********************************************************************
 KX0331  DESIGNATION -  26
 KX0331  PID         -  KX0331
 KX0331  STATE/COUNTY-  PA/BEDFORD
 KX0331  USGS QUAD   -  EVERETT WEST (1987)
 KX0331
 KX0331                         *CURRENT SURVEY CONTROL
 KX0331  ___________________________________________________________________
 KX0331* NAD 83(1986)-  40 03 23.     (N)    078 28 26.     (W)     SCALED    
 KX0331* NAVD 88     -       323.619  (meters)    1061.74   (feet)  ADJUSTED  
 KX0331  ___________________________________________________________________
 KX0331  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KX0331  DYNAMIC HT  -         323.438 (meters)    1061.15  (feet)  COMP
 KX0331  MODELED GRAV-     980,056.9   (mgal)                       NAVD 88
 KX0331
 KX0331  VERT ORDER  -  SECOND    CLASS 0
 KX0331
 KX0331.The horizontal coordinates were scaled from a topographic map and have
 KX0331.an estimated accuracy of +/- 6 seconds.
 KX0331
 KX0331.The orthometric height was determined by differential leveling
 KX0331.and adjusted by the National Geodetic Survey in June 1991..
 KX0331
 KX0331.The geoid height was determined by GEOID03.
 KX0331
 KX0331.The dynamic height is computed by dividing the NAVD 88
 KX0331.geopotential number by the normal gravity value computed on the
 KX0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0331.degrees latitude (g = 980.6199 gals.).
 KX0331
 KX0331.The modeled gravity was interpolated from observed gravity values.
 KX0331
 KX0331;                    North         East    Units  Estimated Accuracy
 KX0331;SPC PA S     -    80,540.      538,240.      MT  (+/- 180 meters Scaled)
 KX0331
 KX0331                          SUPERSEDED SURVEY CONTROL
 KX0331
 KX0331  NGVD 29 (??/??/92)  323.778  (m)         1062.26   (f) ADJ UNCH    2 0
 KX0331
 KX0331.Superseded values are not recommended for survey control.
 KX0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0331.See file dsdata.txt to determine how the superseded data were derived.
 KX0331
 KX0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE154370(NAD 83)
 KX0331_MARKER: B = BOLT
 KX0331_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0331_SP_SET: CULVERT
 KX0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0331
 KX0331  HISTORY     - Date     Condition        Report By
 KX0331  HISTORY     - UNK      MONUMENTED       PRR
 KX0331  HISTORY     - 1935     GOOD             NGS
 KX0331
 KX0331                          STATION DESCRIPTION
 KX0331
 KX0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0331'3.9 MI N FROM BEDFORD.
 KX0331'3.9 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0331'AT BEDFORD, BEDFORD COUNTY, ABOUT 0.3 MILE SOUTH OF THE STATION
 KX0331'AT YOUNTS, AT A CONCRETE CULVERT, IN THE TOP OF THE CENTER OF
 KX0331'THE EAST COPING, AND 20 FEET EAST OF THE CENTER LINE OF THE
 KX0331'TRACK.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3392 ***********************************************************************
 KV3392  DESIGNATION -  26
 KV3392  PID         -  KV3392
 KV3392  STATE/COUNTY-  PA/BERKS
 KV3392  USGS QUAD   -  TEMPLE (1983)
 KV3392
 KV3392                         *CURRENT SURVEY CONTROL
 KV3392  ___________________________________________________________________
 KV3392* NAD 83(1986)-  40 26 31.     (N)    075 52 52.     (W)     SCALED    
 KV3392* NAVD 88     -       116.651  (meters)     382.71   (feet)  ADJUSTED  
 KV3392  ___________________________________________________________________
 KV3392  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 KV3392  DYNAMIC HT  -         116.591 (meters)     382.52  (feet)  COMP
 KV3392  MODELED GRAV-     980,110.0   (mgal)                       NAVD 88
 KV3392
 KV3392  VERT ORDER  -  FIRST     CLASS II
 KV3392
 KV3392.The horizontal coordinates were scaled from a topographic map and have
 KV3392.an estimated accuracy of +/- 6 seconds.
 KV3392
 KV3392.The orthometric height was determined by differential leveling
 KV3392.and adjusted by the National Geodetic Survey in June 1991..
 KV3392
 KV3392.The geoid height was determined by GEOID03.
 KV3392
 KV3392.The dynamic height is computed by dividing the NAVD 88
 KV3392.geopotential number by the normal gravity value computed on the
 KV3392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3392.degrees latitude (g = 980.6199 gals.).
 KV3392
 KV3392.The modeled gravity was interpolated from observed gravity values.
 KV3392
 KV3392;                    North         East    Units  Estimated Accuracy
 KV3392;SPC PA S     -   124,770.      758,540.      MT  (+/- 180 meters Scaled)
 KV3392
 KV3392                          SUPERSEDED SURVEY CONTROL
 KV3392
 KV3392.No superseded survey control is available for this station.
 KV3392
 KV3392_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK252771(NAD 83)
 KV3392_MARKER: DD = SURVEY DISK
 KV3392_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KV3392_SP_SET: WINGWALL
 KV3392_STAMPING: 26
 KV3392_MARK LOGO: PADH  
 KV3392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3392+STABILITY: SURFACE MOTION
 KV3392
 KV3392  HISTORY     - Date     Condition        Report By
 KV3392  HISTORY     - UNK      MONUMENTED       PADH
 KV3392  HISTORY     - 1979     GOOD             NGS
 KV3392  HISTORY     - 20020105 GOOD             USPSQD
 KV3392  HISTORY     - 20050217 GOOD             GEOCAC
 KV3392
 KV3392                          STATION DESCRIPTION
 KV3392
 KV3392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3392'IN BLANDON.
 KV3392'IN BLANDON, 0.35 MILE EAST ALONG PARK ROAD FROM THE JUNCTION OF STATE
 KV3392'ROUTE 73, AT THE EAST END OF THE NORTHWEST WINGWALL OF A BRIDGE OVER
 KV3392'A CREEK, 61 FEET EAST OF ROAD MARKER 1-05, 21 FEET NORTH OF THE
 KV3392'CENTER OF  THE ROAD, 6 INCHES NORTH OF THE NORTH CONCRETE ABUTMENT OF
 KV3392'THE BRIDGE.
 KV3392'THE MARK IS ABOVE LEVEL WITH ROAD.
 KV3392
 KV3392                          STATION RECOVERY (2002)
 KV3392
 KV3392'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KV3392'RECOVERED IN GOOD CONDITION.
 KV3392
 KV3392                          STATION RECOVERY (2005)
 KV3392
 KV3392'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KV3392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3659 ***********************************************************************
 KV3659  DESIGNATION -  26 B USGS NEAR HAYCOCK 2 1929
 KV3659  PID         -  KV3659
 KV3659  STATE/COUNTY-  PA/BUCKS
 KV3659  USGS QUAD   -  BEDMINSTER (1992)
 KV3659
 KV3659                         *CURRENT SURVEY CONTROL
 KV3659  ___________________________________________________________________
 KV3659* NAD 83(1992)-  40 29 19.07319(N)    075 13 08.99432(W)     ADJUSTED  
 KV3659* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 KV3659  ___________________________________________________________________
 KV3659  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 KV3659  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 KV3659
 KV3659  HORZ ORDER  -  SECOND
 KV3659
 KV3659.The horizontal coordinates were established by classical geodetic methods
 KV3659.and adjusted by the National Geodetic Survey in June 2002..
 KV3659
 KV3659.The orthometric height was scaled from a topographic map.
 KV3659
 KV3659.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3659
 KV3659.The geoid height was determined by GEOID03.
 KV3659
 KV3659;                    North         East     Units Scale Factor Converg.
 KV3659;SPC PA S     -   131,352.981   814,531.415   MT  0.99995972   +1 38 31.2
 KV3659;SPC PA S     -   430,947.24  2,672,341.82   sFT  0.99995972   +1 38 31.2
 KV3659;SPC NJ       -   184,014.732    89,033.537   MT  0.99994574   -0 28 01.1
 KV3659;SPC NJ       -   603,721.67    292,104.20   sFT  0.99994574   -0 28 01.1
 KV3659;UTM  18      - 4,482,015.890   481,426.155   MT  0.99960425   -0 08 32.3
 KV3659
 KV3659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3659!SPC PA S     -   0.99995899  x   0.99995972  =   0.99991871
 KV3659!SPC NJ       -   0.99995899  x   0.99994574  =   0.99990473
 KV3659!UTM  18      -   0.99995899  x   0.99960425  =   0.99956325
 KV3659
 KV3659                          SUPERSEDED SURVEY CONTROL
 KV3659
 KV3659  NAD 83(1996)-  40 29 19.07300(N)    075 13 08.99491(W) AD(       ) 2
 KV3659  NAD 83(1986)-  40 29 19.07042(N)    075 13 08.99847(W) AD(       ) 2
 KV3659  NAD 27      -  40 29 18.70100(N)    075 13 10.36800(W) AD(       ) 2
 KV3659
 KV3659.Superseded values are not recommended for survey control.
 KV3659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3659.See file dsdata.txt to determine how the superseded data were derived.
 KV3659
 KV3659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8142682016(NAD 83)
 KV3659_MARKER: DD = SURVEY DISK
 KV3659_SETTING: 80 = SET IN A BOULDER
 KV3659_SP_SET: SET IN DRILL HOLE IN A BOULDER
 KV3659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3659+STABILITY: SURFACE MOTION
 KV3659_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3659+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2002
 KV3659
 KV3659  HISTORY     - Date     Condition        Report By
 KV3659  HISTORY     - 1929     MONUMENTED       USGS
 KV3659  HISTORY     - 20020830 GOOD             INDIV
 KV3659
 KV3659                          STATION DESCRIPTION
 KV3659
 KV3659'DESCRIBED BY US GEOLOGICAL SURVEY 1929
 KV3659'ABOUT 14 MILES S OF EASTON AND 3 MILES W OF HARROW ON THE SUMMIT OF
 KV3659'HAYCOCK MOUNTAIN.  THE SUMMIT OF THE MOUNTAIN IS WOODED AND
 KV3659'COVERED WITH LARGE BOULDERS.  THE STATION MARK IS IN ONE OF THE MOST
 KV3659'PROMINENT OF THE BOULDERS, TOGETHER WITH STATION HAYCOCK 2.
 KV3659'THE STATION IS ON THE HIGHEST PART OF MOUNTAIN, AT END OF TRAIL GOING
 KV3659'UP MOUNTAIN FROM THE SW.  THE CLEARING DONE IN SECURING POLES FOR
 KV3659'THE SIGNAL WILL SERVE TO IDENTIFY THE STATION SITE FOR A NUMBER OF
 KV3659'YEARS.
 KV3659'
 KV3659'THE MARK IS LOCATED ON THE SAME BOULDER AS STATION HAYCOCK 2.
 KV3659'IT IS A STANDARD U.S. GEOLOGICAL SURVEY DISK STAMPED 26-B.
 KV3659'THE DISTANCE TO THIS MARK WAS MEASURED BUT THE DIRECTION WAS NOT
 KV3659'CHECKED.
 KV3659'
 KV3659'TO REACH THE STATION FROM HARROW AT THE JUNCTION OF U.S. HIGHWAY 611
 KV3659'AND STATE HIGHWAYS 412 AND 563, GO NW ON HIGHWAY 563 FOR 0.5 MILE.
 KV3659'TURN LEFT AND GO 1.7 MILES (STILL ON HIGHWAY 563) TO A GRAVEL ROAD
 KV3659'STRAIGHT AHEAD RIGHT.  KEEP TO THE RIGHT ON THE GRAVEL ROAD AND GO
 KV3659'1.0 MILE (100 YARDS PAST THE RESIDENCE OF KRAMER) TO THE FOOT OF THE
 KV3659'TRAIL UP THE MOUNTAIN ON THE RIGHT.  PROCEED AFOOT ALONG TRAIL
 KV3659'TO THE HIGHEST PART OF THE MOUNTAIN AND THE STATION AS DESCRIBED.
 KV3659'ABOUT A 1/2-HOUR PACK.
 KV3659
 KV3659                          STATION RECOVERY (2002)
 KV3659
 KV3659'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 KV3659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0227 ***********************************************************************
 KY0227  DESIGNATION -  26 DV
 KY0227  PID         -  KY0227
 KY0227  STATE/COUNTY-  PA/BUTLER
 KY0227  USGS QUAD   -  ZELIENOPLE (1990)
 KY0227
 KY0227                         *CURRENT SURVEY CONTROL
 KY0227  ___________________________________________________________________
 KY0227* NAD 83(1986)-  40 46 24.     (N)    080 07 43.     (W)     SCALED    
 KY0227* NAVD 88     -       298.907  (meters)     980.66   (feet)  ADJUSTED  
 KY0227  ___________________________________________________________________
 KY0227  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KY0227  DYNAMIC HT  -         298.754 (meters)     980.16  (feet)  COMP
 KY0227  MODELED GRAV-     980,106.7   (mgal)                       NAVD 88
 KY0227
 KY0227  VERT ORDER  -  SECOND    CLASS 0
 KY0227
 KY0227.The horizontal coordinates were scaled from a topographic map and have
 KY0227.an estimated accuracy of +/- 6 seconds.
 KY0227
 KY0227.The orthometric height was determined by differential leveling
 KY0227.and adjusted by the National Geodetic Survey in June 1991..
 KY0227
 KY0227.The geoid height was determined by GEOID03.
 KY0227
 KY0227.The dynamic height is computed by dividing the NAVD 88
 KY0227.geopotential number by the normal gravity value computed on the
 KY0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0227.degrees latitude (g = 980.6199 gals.).
 KY0227
 KY0227.The modeled gravity was interpolated from observed gravity values.
 KY0227
 KY0227;                    North         East    Units  Estimated Accuracy
 KY0227;SPC PA S     -   162,600.      399,220.      MT  (+/- 180 meters Scaled)
 KY0227
 KY0227                          SUPERSEDED SURVEY CONTROL
 KY0227
 KY0227  NGVD 29 (??/??/92)  299.056  (m)          981.15   (f) ADJ UNCH    2 0
 KY0227
 KY0227.Superseded values are not recommended for survey control.
 KY0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0227.See file dsdata.txt to determine how the superseded data were derived.
 KY0227
 KY0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF735139(NAD 83)
 KY0227_MARKER: DD = SURVEY DISK
 KY0227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0227_SP_SET: BRIDGE
 KY0227_STAMPING: 26 DV 1952
 KY0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0227
 KY0227  HISTORY     - Date     Condition        Report By
 KY0227  HISTORY     - 1952     MONUMENTED       USGS
 KY0227  HISTORY     - 1960     GOOD             NGS
 KY0227
 KY0227                          STATION DESCRIPTION
 KY0227
 KY0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0227'1.4 MI S FROM ZELIENOPLE.
 KY0227'ABOUT 1.2 MILE SOUTH ALONG U.S. HY. 19 FROM THE JUNCTION OF U.S.
 KY0227'19 AND STATE HY. 68 IN THE SOUTH EDGE OF ZELIENOPLE TO SIDE ROAD
 KY0227'EAST THENCE 0.15 MILE EAST ON GRAVEL ROAD TO JUNCTION OF OLD
 KY0227'U.S. HY. 19 THENCE 0.1 MILE SOUTH ALONG OLD U.S. 19 TO BRIDGE,
 KY0227'STANDARD BENCH MARK DISK DRILLED IN HORIZONTAL IN BRIDGE OVER
 KY0227'CREEK, 20 FEET NORTH EAST OF THE CENTERLINE OF BLACKTOP ROAD, 57
 KY0227'FEET EAST OF TELEPHONE POLE (NO NUMBER), 168 FEET SOUTH EAST OF
 KY0227'POWER POLE (NO NUMBER), 195 FEET SOUTH EAST OF JUNCTION OF GRAVEL
 KY0227'ROAD, 156 FEET NORTH WEST OF POWER POLE NO. 846.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1535 ***********************************************************************
 KX1535  DESIGNATION -  26 L
 KX1535  PID         -  KX1535
 KX1535  STATE/COUNTY-  PA/WESTMORELAND
 KX1535  USGS QUAD   -  FREEPORT (1993)
 KX1535
 KX1535                         *CURRENT SURVEY CONTROL
 KX1535  ___________________________________________________________________
 KX1535* NAD 83(1986)-  40 38 11.     (N)    079 41 25.     (W)     SCALED    
 KX1535* NAVD 88     -       235.712  (meters)     773.33   (feet)  ADJUSTED  
 KX1535  ___________________________________________________________________
 KX1535  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KX1535  DYNAMIC HT  -         235.594 (meters)     772.94  (feet)  COMP
 KX1535  MODELED GRAV-     980,119.2   (mgal)                       NAVD 88
 KX1535
 KX1535  VERT ORDER  -  FIRST     CLASS II
 KX1535
 KX1535.The horizontal coordinates were scaled from a topographic map and have
 KX1535.an estimated accuracy of +/- 6 seconds.
 KX1535
 KX1535.The orthometric height was determined by differential leveling
 KX1535.and adjusted by the National Geodetic Survey in June 1991..
 KX1535
 KX1535.The geoid height was determined by GEOID03.
 KX1535
 KX1535.The dynamic height is computed by dividing the NAVD 88
 KX1535.geopotential number by the normal gravity value computed on the
 KX1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1535.degrees latitude (g = 980.6199 gals.).
 KX1535
 KX1535.The modeled gravity was interpolated from observed gravity values.
 KX1535
 KX1535;                    North         East    Units  Estimated Accuracy
 KX1535;SPC PA S     -   146,490.      435,880.      MT  (+/- 180 meters Scaled)
 KX1535
 KX1535                          SUPERSEDED SURVEY CONTROL
 KX1535
 KX1535  NGVD 29 (??/??/92)  235.889  (m)          773.91   (f) ADJ UNCH    1 2
 KX1535
 KX1535.Superseded values are not recommended for survey control.
 KX1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1535.See file dsdata.txt to determine how the superseded data were derived.
 KX1535
 KX1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE107992(NAD 83)
 KX1535_MARKER: B = BOLT
 KX1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1535_STAMPING: 26 L USED
 KX1535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1535+STABILITY: SURFACE MOTION
 KX1535
 KX1535  HISTORY     - Date     Condition        Report By
 KX1535  HISTORY     - UNK      MONUMENTED       DOD
 KX1535  HISTORY     - 1953     MARK NOT FOUND   NGS
 KX1535  HISTORY     - 1953     MARK NOT FOUND   USGS
 KX1535
 KX1535                          STATION DESCRIPTION
 KX1535
 KX1535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KX1535'5 MI SW FROM SCHENLEY.
 KX1535'IN WESTMORELAND COUNTY, ABOUT 5 MILES SOUTHWEST ALONG THE
 KX1535'PENNSYLVANIA RAILROAD FROM SCHENLEY, ARMSTRONG COUNTY, 1.7 MILES
 KX1535'DOWNSTREAM FROM THE STATION AT GLENCAIRN, 53.7 FEET SOUTH OF
 KX1535'MILEPOST 25, 7.3 FEET NORTH OF A CHISELED CROSS ON THE BASE
 KX1535'OF A CLIFF, 20.3 FEET SOUTH OF THE SOUTH RAIL, 1.2 FEET NORTHEAST
 KX1535'OF A BOULDER 1-1/2 FEET HIGH, AND ABOUT 3 FEET LOWER THAN THE
 KX1535'TOP OF THE RAIL.  A COPPER BOLT, STAMPED 26 L USED AND SET IN THE
 KX1535'TOP OF A CONCRETE POST.
 KX1535
 KX1535                          STATION RECOVERY (1953)
 KX1535
 KX1535'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 KX1535'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2506 ***********************************************************************
 KV2506  DESIGNATION -  26 PRR
 KV2506  PID         -  KV2506
 KV2506  STATE/COUNTY-  PA/CHESTER
 KV2506  USGS QUAD   -  MALVERN (1983)
 KV2506
 KV2506                         *CURRENT SURVEY CONTROL
 KV2506  ___________________________________________________________________
 KV2506* NAD 83(1986)-  40 02 03.     (N)    075 33 28.     (W)     SCALED    
 KV2506* NAVD 88     -       148.316  (meters)     486.60   (feet)  ADJUSTED  
 KV2506  ___________________________________________________________________
 KV2506  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 KV2506  DYNAMIC HT  -         148.244 (meters)     486.36  (feet)  COMP
 KV2506  MODELED GRAV-     980,137.9   (mgal)                       NAVD 88
 KV2506
 KV2506  VERT ORDER  -  SECOND    CLASS 0
 KV2506
 KV2506.The horizontal coordinates were scaled from a topographic map and have
 KV2506.an estimated accuracy of +/- 6 seconds.
 KV2506
 KV2506.The orthometric height was determined by differential leveling
 KV2506.and adjusted by the National Geodetic Survey in June 1991..
 KV2506
 KV2506.The geoid height was determined by GEOID03.
 KV2506
 KV2506.The dynamic height is computed by dividing the NAVD 88
 KV2506.geopotential number by the normal gravity value computed on the
 KV2506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2506.degrees latitude (g = 980.6199 gals.).
 KV2506
 KV2506.The modeled gravity was interpolated from observed gravity values.
 KV2506
 KV2506;                    North         East    Units  Estimated Accuracy
 KV2506;SPC PA S     -    80,140.      787,090.      MT  (+/- 180 meters Scaled)
 KV2506
 KV2506                          SUPERSEDED SURVEY CONTROL
 KV2506
 KV2506  NGVD 29 (??/??/??)  148.626  (m)          487.62   (f) ADJUSTED    2 0
 KV2506
 KV2506.Superseded values are not recommended for survey control.
 KV2506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2506.See file dsdata.txt to determine how the superseded data were derived.
 KV2506
 KV2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK524316(NAD 83)
 KV2506_MARKER: B = BOLT
 KV2506_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2506_SP_SET: BRIDGE SEAT
 KV2506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2506_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2506+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2006
 KV2506
 KV2506  HISTORY     - Date     Condition        Report By
 KV2506  HISTORY     - UNK      MONUMENTED       PRR
 KV2506  HISTORY     - 1935     GOOD             CGS
 KV2506  HISTORY     - 20040429 GOOD             GEOTCR
 KV2506  HISTORY     - 20060615 GOOD             AASCO
 KV2506
 KV2506                          STATION DESCRIPTION
 KV2506
 KV2506'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV2506'AT FRAZER.
 KV2506'AT FRAZER, CHESTER COUNTY, ABOUT 100 FEET WEST OF THE
 KV2506'PENNSYLVANIA RAILROAD STATION, AT BRIDGE 22.87 UNDER THREE TON
 KV2506'ROAD, AND IN THE TOP OF THE NORTH END OF THE EAST BRIDGE SEAT.
 KV2506'A COPPER BOLT.
 KV2506
 KV2506                          STATION RECOVERY (2004)
 KV2506
 KV2506'RECOVERY NOTE BY GEOTRACER 2004 (CJB)
 KV2506'RECOVERED AS DESCRIBED IN AMTRAK OVERPASS AT PA RT 352
 KV2506
 KV2506                          STATION RECOVERY (2006)
 KV2506
 KV2506'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 KV2506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0562 ***********************************************************************
 LZ0562  DESIGNATION -  26 W A
 LZ0562  PID         -  LZ0562
 LZ0562  STATE/COUNTY-  PA/BRADFORD
 LZ0562  USGS QUAD   -  TROY (1983)
 LZ0562
 LZ0562                         *CURRENT SURVEY CONTROL
 LZ0562  ___________________________________________________________________
 LZ0562* NAD 83(1986)-  41 47 15.     (N)    076 45 55.     (W)     SCALED    
 LZ0562* NAVD 88     -       320.786  (meters)    1052.45   (feet)  ADJUSTED  
 LZ0562  ___________________________________________________________________
 LZ0562  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 LZ0562  DYNAMIC HT  -         320.656 (meters)    1052.02  (feet)  COMP
 LZ0562  MODELED GRAV-     980,206.7   (mgal)                       NAVD 88
 LZ0562
 LZ0562  VERT ORDER  -  SECOND    CLASS 0
 LZ0562
 LZ0562.The horizontal coordinates were scaled from a topographic map and have
 LZ0562.an estimated accuracy of +/- 6 seconds.
 LZ0562
 LZ0562.The orthometric height was determined by differential leveling
 LZ0562.and adjusted by the National Geodetic Survey in June 1991..
 LZ0562
 LZ0562.The geoid height was determined by GEOID03.
 LZ0562
 LZ0562.The dynamic height is computed by dividing the NAVD 88
 LZ0562.geopotential number by the normal gravity value computed on the
 LZ0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0562.degrees latitude (g = 980.6199 gals.).
 LZ0562
 LZ0562.The modeled gravity was interpolated from observed gravity values.
 LZ0562
 LZ0562;                    North         East    Units  Estimated Accuracy
 LZ0562;SPC PA N     -   180,470.      681,850.      MT  (+/- 180 meters Scaled)
 LZ0562
 LZ0562                          SUPERSEDED SURVEY CONTROL
 LZ0562
 LZ0562  NGVD 29 (??/??/92)  320.94   (m)         1053.0    (f) COMPUTED    2 0
 LZ0562
 LZ0562.Superseded values are not recommended for survey control.
 LZ0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0562.See file dsdata.txt to determine how the superseded data were derived.
 LZ0562
 LZ0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM533276(NAD 83)
 LZ0562_MARKER: DD = SURVEY DISK
 LZ0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0562_STAMPING: 26 WA 1931
 LZ0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0562+STABILITY: SURFACE MOTION
 LZ0562
 LZ0562  HISTORY     - Date     Condition        Report By
 LZ0562  HISTORY     - 1931     MONUMENTED       USGS
 LZ0562  HISTORY     - 1935     GOOD             NGS
 LZ0562
 LZ0562                          STATION DESCRIPTION
 LZ0562
 LZ0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ0562'1.3 MI E FROM TROY.
 LZ0562'1.3 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE PENNSYLVANIA
 LZ0562'RAILROAD STATION AT TROY, BRADFORD COUNTY, ABOUT 83 YARDS EAST OF
 LZ0562'THE CENTER LINE OF THE NEW HIGHWAY, ABOUT 69 YARDS NORTH OF THE
 LZ0562'NORTH END OF A 180-FOOT TRUSS BRIDGE OVER SUGAR CREEK, ABOUT 72
 LZ0562'FEET SOUTH OF THE SOUTHWEST CORNER OF THE T.H. STROPES HOUSE, AT
 LZ0562'THE JUNCTION OF A DRIVE, 45 FEET EAST OF THE CENTER LINE OF THE
 LZ0562'OLD HIGHWAY, 12 FEET NORTH OF THE CENTER LINE OF THE DRIVE, 10
 LZ0562'FEET WEST OF A 36-INCH WILLOW TREE, AND ABOUT LEVEL WITH THE
 LZ0562'ROADWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 LZ0562'STAMPED 26 WA 1931 AND SET IN THE TOP OF A CONCRETE POST
 LZ0562'PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0614 ***********************************************************************
 LZ0614  DESIGNATION -  26 WA
 LZ0614  PID         -  LZ0614
 LZ0614  STATE/COUNTY-  PA/SULLIVAN
 LZ0614  USGS QUAD   -  OVERTON (1983)
 LZ0614
 LZ0614                         *CURRENT SURVEY CONTROL
 LZ0614  ___________________________________________________________________
 LZ0614* NAD 83(1986)-  41 30 41.     (N)    076 37 25.     (W)     SCALED    
 LZ0614* NAVD 88     -       405.632  (meters)    1330.81   (feet)  ADJUSTED  
 LZ0614  ___________________________________________________________________
 LZ0614  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 LZ0614  DYNAMIC HT  -         405.453 (meters)    1330.22  (feet)  COMP
 LZ0614  MODELED GRAV-     980,169.2   (mgal)                       NAVD 88
 LZ0614
 LZ0614  VERT ORDER  -  SECOND    CLASS 0
 LZ0614
 LZ0614.The horizontal coordinates were scaled from a topographic map and have
 LZ0614.an estimated accuracy of +/- 6 seconds.
 LZ0614
 LZ0614.The orthometric height was determined by differential leveling
 LZ0614.and adjusted by the National Geodetic Survey in June 1991..
 LZ0614
 LZ0614.The geoid height was determined by GEOID03.
 LZ0614
 LZ0614.The dynamic height is computed by dividing the NAVD 88
 LZ0614.geopotential number by the normal gravity value computed on the
 LZ0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0614.degrees latitude (g = 980.6199 gals.).
 LZ0614
 LZ0614.The modeled gravity was interpolated from observed gravity values.
 LZ0614
 LZ0614;                    North         East    Units  Estimated Accuracy
 LZ0614;SPC PA N     -   149,950.      694,030.      MT  (+/- 180 meters Scaled)
 LZ0614
 LZ0614                          SUPERSEDED SURVEY CONTROL
 LZ0614
 LZ0614  NGVD 29 (??/??/92)  405.810  (m)         1331.39   (f) ADJ UNCH    2 0
 LZ0614
 LZ0614.Superseded values are not recommended for survey control.
 LZ0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0614.See file dsdata.txt to determine how the superseded data were derived.
 LZ0614
 LZ0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL645968(NAD 83)
 LZ0614_MARKER: DD = SURVEY DISK
 LZ0614_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0614_SP_SET: STEP
 LZ0614_STAMPING: PA 26 WA 1925
 LZ0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0614
 LZ0614  HISTORY     - Date     Condition        Report By
 LZ0614  HISTORY     - 1925     MONUMENTED       USGS
 LZ0614  HISTORY     - 1935     GOOD             NGS
 LZ0614
 LZ0614                          STATION DESCRIPTION
 LZ0614
 LZ0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ0614'AT ESTELLA.
 LZ0614'AT ESTELLA, SULLIVAN COUNTY, ON STATE HIGHWAY 139, 107 FEET
 LZ0614'NORTHWEST OF THE CENTER OF THE INTERSECTION OF STATE HIGHWAY
 LZ0614'154, 48 FEET NORTH OF STATION 139, AT THE WESLEYAN METHODIST
 LZ0614'CHURCH, AT THE MAIN-ENTRANCE STEPS, IN THE TOP OF THE SOUTHWEST
 LZ0614'CORNER OF THE THIRD STEP FROM THE BOTTOM, 27 FEET WEST OF THE
 LZ0614'CENTER LINE OF STATE HIGHWAY 139, AND ABOUT 3 FEET ABOVE THE
 LZ0614'GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 LZ0614'PA 26 WA 1925.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1990 ***********************************************************************
 KX1990  DESIGNATION -  2603
 KX1990  PID         -  KX1990
 KX1990  STATE/COUNTY-  PA/WESTMORELAND
 KX1990  USGS QUAD   -  WILPEN (1977)
 KX1990
 KX1990                         *CURRENT SURVEY CONTROL
 KX1990  ___________________________________________________________________
 KX1990* NAD 83(1992)-  40 20 29.77848(N)    079 14 02.60395(W)     ADJUSTED  
 KX1990* NAVD 88     -       793.14   (+/-2cm)    2602.2    (feet)  VERTCON   
 KX1990  ___________________________________________________________________
 KX1990  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 KX1990  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KX1990
 KX1990  HORZ ORDER  -  SECOND
 KX1990  VERT ORDER  -  THIRD ? (See Below)
 KX1990
 KX1990.The horizontal coordinates were established by classical geodetic methods
 KX1990.and adjusted by the National Geodetic Survey in June 2002..
 KX1990
 KX1990.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX1990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX1990.The vertical order pertains to the NGVD 29 superseded value.
 KX1990
 KX1990.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1990
 KX1990.The geoid height was determined by GEOID03.
 KX1990
 KX1990;                    North         East     Units Scale Factor Converg.
 KX1990;SPC PA S     -   113,012.647   473,915.258   MT  0.99996130   -0 57 46.2
 KX1990;SPC PA S     -   370,775.66  1,554,836.98   sFT  0.99996130   -0 57 46.2
 KX1990;UTM  17      - 4,467,169.740   649,990.445   MT  0.99987694   +1 08 36.2
 KX1990
 KX1990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX1990!SPC PA S     -   0.99988069  x   0.99996130  =   0.99984200
 KX1990!UTM  17      -   0.99988069  x   0.99987694  =   0.99975765
 KX1990
 KX1990                          SUPERSEDED SURVEY CONTROL
 KX1990
 KX1990  NAD 83(1986)-  40 20 29.78331(N)    079 14 02.61061(W) AD(       ) 2
 KX1990  NAD 27      -  40 20 29.53000(N)    079 14 03.49000(W) AD(       ) 2
 KX1990  NGVD 29 (07/19/86)  793.30   (m)         2602.7    (f) LEVELING    3  
 KX1990
 KX1990.Superseded values are not recommended for survey control.
 KX1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1990.See file dsdata.txt to determine how the superseded data were derived.
 KX1990
 KX1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE4999067170(NAD 83)
 KX1990_MARKER: DD = SURVEY DISK
 KX1990_SETTING: 66 = SET IN ROCK OUTCROP
 KX1990
 KX1990  HISTORY     - Date     Condition        Report By
 KX1990  HISTORY     - 1933     MONUMENTED       USGS
 KX1990
 KX1990                          STATION DESCRIPTION
 KX1990
 KX1990'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 KX1990'STATION BEAR IS ON THE SW END OF CHESTNUT RIDGE, 6 MILES S OF
 KX1990'BLAIRSVILLE, 4 MILES E OF MILLWOOD, AND 1/2 MILE SW OF BEAR CAVE
 KX1990'FIRE TOWER WHICH IS ON THE NE END OF THE SAME RIDGE.  THE STATION IS
 KX1990'SET JUST E OF THE POINT WHERE THE TELEPHONE LINE (TO THE FIRE
 KX1990'TOWER) COMES IN FROM THE W AND SWINGS NE ALONG THE TRAIL TO THE FIRE
 KX1990'TOWER.  THE MARK IS IN LINE WITH THE TELEPHONE POLES TO THE W AND 35
 KX1990'FEET E OF THE MOST EASTERLY OF THE POLES.  IT IS SET IN A ROCK
 KX1990'OUTCROP WHICH IS ABOUT FLUSH WITH THE GROUND AND 35 FEET SE OF
 KX1990'THE TRAIL LEADING TO THE FIRE TOWER.
 KX1990'
 KX1990'TO REACH FROM BLAIRSVILLE- FOLLOW THE PAVED ROAD TOWARD DERRY (NO
 KX1990'ROUTE NO.) ABOUT 6.5 MILES TO MILLWOOD, HERE TURN LEFT ON A ROAD
 KX1990'MARKED TO BEAR CAVE FIRE TOWER, CROSS THE BRIDGE OVER THE RAILROAD,
 KX1990'AND TAKE THE LEFT ONE OF THREE FORKS ABOUT 100 YARDS, TURN LEFT AT
 KX1990'T-ROAD, GO 50 YARDS THEN TURN RIGHT UP THE VALLEY.  FOLLOW THE
 KX1990'MAIN-TRAVELED ROAD UP THE VALLEY 2.8 MILES TO POINT WHERE IT COMES
 KX1990'OUT ON TOP AT A FORKS, HERE TURN LEFT UP THE RIDGE 0.8 MILE TO THE
 KX1990'TELEPHONE LINE AND STATION BEAR.
 KX1990'
 KX1990'A U.S.G.S. BENCH MARK STAMPED 2603 (ELEV.) IS W OF THE STATION.  IT
 KX1990'IS A STANDARD U.S.C.S. BRONZE DISK SET IN A ROCK OUTCROP ALONG
 KX1990'THE TELEPHONE LINE TO THE W OF THE STATION, SET BETWEEN THE THIRD AND
 KX1990'FOURTH POLES FROM THE STATION.  THE TOP OF THE ROCK, AND THE MARK
 KX1990'ARE ABOUT 8 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2502 ***********************************************************************
 KV2502  DESIGNATION -  26.06 PRR
 KV2502  PID         -  KV2502
 KV2502  STATE/COUNTY-  PA/BERKS
 KV2502  USGS QUAD   -  BIRDSBORO (1983)
 KV2502
 KV2502                         *CURRENT SURVEY CONTROL
 KV2502  ___________________________________________________________________
 KV2502* NAD 83(1986)-  40 17 25.     (N)    075 52 02.     (W)     SCALED    
 KV2502* NAVD 88     -       124.09   (+/-2cm)     407.1    (feet)  VERTCON   
 KV2502  ___________________________________________________________________
 KV2502  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 KV2502
 KV2502  VERT ORDER  -  ? (See Below)
 KV2502
 KV2502.The horizontal coordinates were scaled from a topographic map and have
 KV2502.an estimated accuracy of +/- 6 seconds.
 KV2502
 KV2502.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV2502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV2502.The vertical order pertains to the NGVD 29 superseded value.
 KV2502
 KV2502.The geoid height was determined by GEOID03.
 KV2502
 KV2502;                    North         East    Units  Estimated Accuracy
 KV2502;SPC PA S     -   107,960.      760,080.      MT  (+/- 180 meters Scaled)
 KV2502
 KV2502                          SUPERSEDED SURVEY CONTROL
 KV2502
 KV2502  NGVD 29 (??/??/??)  124.342  (m)          407.95   (f) ADJUSTED    ?  
 KV2502
 KV2502.Superseded values are not recommended for survey control.
 KV2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2502.See file dsdata.txt to determine how the superseded data were derived.
 KV2502
 KV2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK262603(NAD 83)
 KV2502_MARKER: B = BOLT
 KV2502_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2502_SP_SET: BRIDGE
 KV2502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2502
 KV2502  HISTORY     - Date     Condition        Report By
 KV2502  HISTORY     - UNK      MONUMENTED       PRR
 KV2502  HISTORY     - 1935     GOOD             CGS
 KV2502
 KV2502                          STATION DESCRIPTION
 KV2502
 KV2502'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV2502'3.1 MI SW FROM FRAZER.
 KV2502'3.1 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV2502'STATION AT FRAZER, CHESTER COUNTY, AT BRIDGE 26.06, AND ON THE
 KV2502'CENTER OF THE TOP OF THE SOUTH PARAPET.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1455 ***********************************************************************
 KV1455  DESIGNATION -  261 USGS
 KV1455  PID         -  KV1455
 KV1455  STATE/COUNTY-  PA/NORTHAMPTON
 KV1455  USGS QUAD   -  NAZARETH (1992)
 KV1455
 KV1455                         *CURRENT SURVEY CONTROL
 KV1455  ___________________________________________________________________
 KV1455* NAD 83(1986)-  40 42 26.     (N)    075 15 02.     (W)     SCALED    
 KV1455* NAVD 88     -        79.324  (meters)     260.25   (feet)  ADJUSTED  
 KV1455  ___________________________________________________________________
 KV1455  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KV1455  DYNAMIC HT  -          79.286 (meters)     260.12  (feet)  COMP
 KV1455  MODELED GRAV-     980,151.6   (mgal)                       NAVD 88
 KV1455
 KV1455  VERT ORDER  -  FIRST     CLASS II
 KV1455
 KV1455.The horizontal coordinates were scaled from a topographic map and have
 KV1455.an estimated accuracy of +/- 6 seconds.
 KV1455
 KV1455.The orthometric height was determined by differential leveling
 KV1455.and adjusted by the National Geodetic Survey in June 1991..
 KV1455
 KV1455.The geoid height was determined by GEOID03.
 KV1455
 KV1455.The dynamic height is computed by dividing the NAVD 88
 KV1455.geopotential number by the normal gravity value computed on the
 KV1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1455.degrees latitude (g = 980.6199 gals.).
 KV1455
 KV1455.The modeled gravity was interpolated from observed gravity values.
 KV1455
 KV1455;                    North         East    Units  Estimated Accuracy
 KV1455;SPC PA S     -   155,540.      811,180.      MT  (+/- 180 meters Scaled)
 KV1455
 KV1455                          SUPERSEDED SURVEY CONTROL
 KV1455
 KV1455  NGVD 29 (??/??/??)   79.536  (m)          260.94   (f) ADJUSTED    1 2
 KV1455
 KV1455.Superseded values are not recommended for survey control.
 KV1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1455.See file dsdata.txt to determine how the superseded data were derived.
 KV1455
 KV1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL788062(NAD 83)
 KV1455_MARKER: DD = SURVEY DISK
 KV1455_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1455_SP_SET: ABUTMENT
 KV1455_STAMPING: 261
 KV1455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1455
 KV1455  HISTORY     - Date     Condition        Report By
 KV1455  HISTORY     - 1932     MONUMENTED       USGS
 KV1455  HISTORY     - 1932     GOOD             CGS
 KV1455  HISTORY     - 1934     GOOD             CGS
 KV1455  HISTORY     - 19940425 GOOD             USPSQD
 KV1455
 KV1455                          STATION DESCRIPTION
 KV1455
 KV1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1455'2.7 MI S FROM TATAMY.
 KV1455'2.7 MILES SOUTH ALONG THE LEHIGH VALLEY RAILROAD FROM TATAMY,
 KV1455'NORTHAMPTON COUNTY, 0.6 MILE NORTH OF MILEPOST 83, 280 YARDS
 KV1455'SOUTH OF THE COILTON MANUFACTURING CO. PLANT, AT BRIDGE EA 83 A,
 KV1455'AND IN THE TOP OF THE WEST END OF THE SOUTHWEST WING WALL OF
 KV1455'THE SOUTH ABUTMENT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 KV1455'DISK, STAMPED 261.
 KV1455
 KV1455                          STATION RECOVERY (1934)
 KV1455
 KV1455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 KV1455'RECOVERED IN GOOD CONDITION.
 KV1455
 KV1455                          STATION RECOVERY (1994)
 KV1455
 KV1455'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0893 ***********************************************************************
 KW0893  DESIGNATION -  261 USGS
 KW0893  PID         -  KW0893
 KW0893  STATE/COUNTY-  PA/LANCASTER
 KW0893  USGS QUAD   -  COLUMBIA WEST (1990)
 KW0893
 KW0893                         *CURRENT SURVEY CONTROL
 KW0893  ___________________________________________________________________
 KW0893* NAD 83(1986)-  40 03 16.     (N)    076 33 37.     (W)     SCALED    
 KW0893* NAVD 88     -        79.387  (meters)     260.46   (feet)  ADJUSTED  
 KW0893  ___________________________________________________________________
 KW0893  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 KW0893  DYNAMIC HT  -          79.347 (meters)     260.32  (feet)  COMP
 KW0893  MODELED GRAV-     980,114.1   (mgal)                       NAVD 88
 KW0893
 KW0893  VERT ORDER  -  FIRST     CLASS II
 KW0893
 KW0893.The horizontal coordinates were scaled from a topographic map and have
 KW0893.an estimated accuracy of +/- 6 seconds.
 KW0893
 KW0893.The orthometric height was determined by differential leveling
 KW0893.and adjusted by the National Geodetic Survey in June 1991..
 KW0893
 KW0893.The geoid height was determined by GEOID03.
 KW0893
 KW0893.The dynamic height is computed by dividing the NAVD 88
 KW0893.geopotential number by the normal gravity value computed on the
 KW0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0893.degrees latitude (g = 980.6199 gals.).
 KW0893
 KW0893.The modeled gravity was interpolated from observed gravity values.
 KW0893
 KW0893;                    North         East    Units  Estimated Accuracy
 KW0893;SPC PA S     -    80,750.      701,510.      MT  (+/- 180 meters Scaled)
 KW0893
 KW0893                          SUPERSEDED SURVEY CONTROL
 KW0893
 KW0893  NGVD 29 (??/??/??)   79.636  (m)          261.27   (f) ADJUSTED    1 2
 KW0893
 KW0893.Superseded values are not recommended for survey control.
 KW0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0893.See file dsdata.txt to determine how the superseded data were derived.
 KW0893
 KW0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK669349(NAD 83)
 KW0893_MARKER: DD = SURVEY DISK
 KW0893_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0893_SP_SET: SIDEWALK
 KW0893_STAMPING: 261
 KW0893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0893_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0893+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2004
 KW0893
 KW0893  HISTORY     - Date     Condition        Report By
 KW0893  HISTORY     - UNK      MONUMENTED       USGS
 KW0893  HISTORY     - 1955     GOOD             CGS
 KW0893  HISTORY     - 1979     GOOD             NGS
 KW0893  HISTORY     - 20040417 GOOD             GEOCAC
 KW0893
 KW0893                          STATION DESCRIPTION
 KW0893
 KW0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KW0893'AT MARIETTA.
 KW0893'AT MARIETTA, AT THE INTERSECTION OF FRONT AND PERRY STREETS,
 KW0893'AND NEAR THE PENNSYLVANIA RAILROAD FREIGHT STATION, 10.8 FEET
 KW0893'EAST OF EAST CURB LINE OF SOUTH PERRY STREET, 16 FEET NORTH OF
 KW0893'CENTER LINE OF FRONT STREET, 34 1/2 FEET NORTH OF NORTH RAIL OF
 KW0893'YARD TRACK OF P.R.R., SET VERTICALLY ABOUT 1/2 FOOT ABOVE LEVEL
 KW0893'OF SIDE WALK IN THE WEST FACE OF STONE FOUNDATION OF SOUTHWEST
 KW0893'PORCH PILLAR OF A 3-STORY RED BRICK BUILDING (FORMER HOTEL
 KW0893'BUILDING).
 KW0893
 KW0893                          STATION RECOVERY (1979)
 KW0893
 KW0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW0893'RECOVERED IN GOOD CONDITION.
 KW0893
 KW0893                          STATION RECOVERY (2004)
 KW0893
 KW0893'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0893'BUILDING IS CURRENTLY THE RAILROAD HOUSE BED AND BREAKFAST AND
 KW0893'RESTAURANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0894 ***********************************************************************
 KW0894  DESIGNATION -  262 PRR
 KW0894  PID         -  KW0894
 KW0894  STATE/COUNTY-  PA/LANCASTER
 KW0894  USGS QUAD   -  COLUMBIA WEST (1990)
 KW0894
 KW0894                         *CURRENT SURVEY CONTROL
 KW0894  ___________________________________________________________________
 KW0894* NAD 83(1986)-  40 03 16.     (N)    076 33 38.     (W)     SCALED    
 KW0894* NAVD 88     -        79.502  (meters)     260.83   (feet)  ADJUSTED  
 KW0894  ___________________________________________________________________
 KW0894  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 KW0894  DYNAMIC HT  -          79.462 (meters)     260.70  (feet)  COMP
 KW0894  MODELED GRAV-     980,114.1   (mgal)                       NAVD 88
 KW0894
 KW0894  VERT ORDER  -  FIRST     CLASS II
 KW0894
 KW0894.The horizontal coordinates were scaled from a topographic map and have
 KW0894.an estimated accuracy of +/- 6 seconds.
 KW0894
 KW0894.The orthometric height was determined by differential leveling
 KW0894.and adjusted by the National Geodetic Survey in June 1991..
 KW0894.WARNING-Repeat measurements at this control monument indicate possible
 KW0894.vertical movement.
 KW0894
 KW0894.The geoid height was determined by GEOID03.
 KW0894
 KW0894.The dynamic height is computed by dividing the NAVD 88
 KW0894.geopotential number by the normal gravity value computed on the
 KW0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0894.degrees latitude (g = 980.6199 gals.).
 KW0894
 KW0894.The modeled gravity was interpolated from observed gravity values.
 KW0894
 KW0894;                    North         East    Units  Estimated Accuracy
 KW0894;SPC PA S     -    80,750.      701,490.      MT  (+/- 180 meters Scaled)
 KW0894
 KW0894                          SUPERSEDED SURVEY CONTROL
 KW0894
 KW0894  NGVD 29 (??/??/??)   79.752  (m)          261.65   (f) ADJUSTED    1 2
 KW0894
 KW0894.Superseded values are not recommended for survey control.
 KW0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0894.See file dsdata.txt to determine how the superseded data were derived.
 KW0894
 KW0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK668349(NAD 83)
 KW0894_MARKER: B = BOLT
 KW0894_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0894_SP_SET: DOORSILL
 KW0894_STAMPING: P R R 262
 KW0894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0894_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0894+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2004
 KW0894
 KW0894  HISTORY     - Date     Condition        Report By
 KW0894  HISTORY     - UNK      MONUMENTED       PRR
 KW0894  HISTORY     - 1955     GOOD             CGS
 KW0894  HISTORY     - 1979     GOOD             NGS
 KW0894  HISTORY     - 20040417 GOOD             GEOCAC
 KW0894
 KW0894                          STATION DESCRIPTION
 KW0894
 KW0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KW0894'AT MARIETTA.
 KW0894'AT MARIETTA, ALONG THE PENNSYLVANIA RAILROAD, ABOUT 135 YARDS
 KW0894'WEST OF MILE POST 84, A 1 1/4-INCH HEAD OF A COPPER BOLT IN THE
 KW0894'TOP OF THE DOOR SILL OF THE SOUTH DOOR WAY TO FREIGHT STATION,
 KW0894'39 1/2 FEET WEST OF WEST CURB OF SOUTH PERRY STREET, 22 1/2 FEET
 KW0894'NORTH OF CENTER LINE OF FRONT STREET, 41 FEET NORTH OF NORTH RAIL
 KW0894'OF YARD TRACKS, 26.6 FEET WEST OF SOUTHEAST CORNER OF FREIGHT
 KW0894'STATION AND EXPRESS OFFICE, AND ABOUT 1 FOOT ABOVE LEVEL OF SIDE
 KW0894'WALK.  NOTE-- STAMPED BY THIS PARTY IN 1955.
 KW0894
 KW0894                          STATION RECOVERY (1979)
 KW0894
 KW0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW0894'RECOVERED IN GOOD CONDITION.
 KW0894
 KW0894                          STATION RECOVERY (2004)
 KW0894
 KW0894'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0894'BUILDING IS NO LONGER A FREIGHT STATION. THE REST OF THE DESCRIPTION
 KW0894'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1604 ***********************************************************************
 KX1604  DESIGNATION -  262.51
 KX1604  PID         -  KX1604
 KX1604  STATE/COUNTY-  PA/ARMSTRONG
 KX1604  USGS QUAD   -  EAST BRADY (1993)
 KX1604
 KX1604                         *CURRENT SURVEY CONTROL
 KX1604  ___________________________________________________________________
 KX1604* NAD 83(1986)-  40 52 37.     (N)    079 31 27.     (W)     SCALED    
 KX1604* NAVD 88     -       317.65   (+/-2cm)    1042.2    (feet)  VERTCON   
 KX1604  ___________________________________________________________________
 KX1604  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 KX1604
 KX1604  VERT ORDER  -  ? (See Below)
 KX1604
 KX1604.The horizontal coordinates were scaled from a topographic map and have
 KX1604.an estimated accuracy of +/- 6 seconds.
 KX1604
 KX1604.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX1604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX1604.The vertical order pertains to the NGVD 29 superseded value.
 KX1604
 KX1604.The geoid height was determined by GEOID03.
 KX1604
 KX1604;                    North         East    Units  Estimated Accuracy
 KX1604;SPC PA S     -   172,900.      450,470.      MT  (+/- 180 meters Scaled)
 KX1604
 KX1604                          SUPERSEDED SURVEY CONTROL
 KX1604
 KX1604  NGVD 29 (??/??/92)  317.832  (m)         1042.75   (f) ADJ UNCH    ?  
 KX1604
 KX1604.Superseded values are not recommended for survey control.
 KX1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1604.See file dsdata.txt to determine how the superseded data were derived.
 KX1604
 KX1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF243261(NAD 83)
 KX1604_MARKER: Z = SEE DESCRIPTION
 KX1604_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1604_SP_SET: ABUTMENT
 KX1604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1604
 KX1604  HISTORY     - Date     Condition        Report By
 KX1604  HISTORY     - 1920     MONUMENTED       BORR
 KX1604  HISTORY     - 20050901 MARK NOT FOUND   PADT
 KX1604
 KX1604                          STATION DESCRIPTION
 KX1604
 KX1604'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1920
 KX1604'9 MI NE FROM CRAIGSVILLE.
 KX1604'ABOUT 9.0 MILES NORTHEAST OF CRAIGSVILLE BRIDGE 262.51 ON
 KX1604'BACKWALL OF NORTH ABUTMENT ON LEFT SIDE OF TRACK 13843+65.0.
 KX1604'A B.R. AND P. RY. STANDARD PLUG.
 KX1604
 KX1604                          STATION RECOVERY (2005)
 KX1604
 KX1604'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 KX1604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0898 ***********************************************************************
 KW0898  DESIGNATION -  263 USGS
 KW0898  PID         -  KW0898
 KW0898  STATE/COUNTY-  PA/LANCASTER
 KW0898  USGS QUAD   -  COLUMBIA WEST (1990)
 KW0898
 KW0898                         *CURRENT SURVEY CONTROL
 KW0898  ___________________________________________________________________
 KW0898* NAD 83(1986)-  40 03 32.     (N)    076 35 51.     (W)     SCALED    
 KW0898* NAVD 88     -        79.764  (meters)     261.69   (feet)  ADJUSTED  
 KW0898  ___________________________________________________________________
 KW0898  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 KW0898  DYNAMIC HT  -          79.723 (meters)     261.56  (feet)  COMP
 KW0898  MODELED GRAV-     980,114.1   (mgal)                       NAVD 88
 KW0898
 KW0898  VERT ORDER  -  FIRST     CLASS II
 KW0898
 KW0898.The horizontal coordinates were scaled from a topographic map and have
 KW0898.an estimated accuracy of +/- 6 seconds.
 KW0898
 KW0898.The orthometric height was determined by differential leveling
 KW0898.and adjusted by the National Geodetic Survey in June 1991..
 KW0898
 KW0898.The geoid height was determined by GEOID03.
 KW0898
 KW0898.The dynamic height is computed by dividing the NAVD 88
 KW0898.geopotential number by the normal gravity value computed on the
 KW0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0898.degrees latitude (g = 980.6199 gals.).
 KW0898
 KW0898.The modeled gravity was interpolated from observed gravity values.
 KW0898
 KW0898;                    North         East    Units  Estimated Accuracy
 KW0898;SPC PA S     -    81,200.      698,330.      MT  (+/- 180 meters Scaled)
 KW0898
 KW0898                          SUPERSEDED SURVEY CONTROL
 KW0898
 KW0898  NGVD 29 (??/??/??)   80.013  (m)          262.51   (f) ADJUSTED    1 2
 KW0898
 KW0898.Superseded values are not recommended for survey control.
 KW0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0898.See file dsdata.txt to determine how the superseded data were derived.
 KW0898
 KW0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK637355(NAD 83)
 KW0898_MARKER: B = BOLT
 KW0898_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0898_SP_SET: BRIDGE
 KW0898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0898_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0898+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 KW0898
 KW0898  HISTORY     - Date     Condition        Report By
 KW0898  HISTORY     - UNK      MONUMENTED       USGS
 KW0898  HISTORY     - 1955     GOOD             CGS
 KW0898  HISTORY     - 1979     MARK NOT FOUND   NGS
 KW0898  HISTORY     - 20060311 GOOD             GEOCAC
 KW0898
 KW0898                          STATION DESCRIPTION
 KW0898
 KW0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KW0898'2.2 MI W FROM MARIETTA.
 KW0898'ABOUT 2.15 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW0898'FREIGHT STATION AT MARIETTA, ABOUT 150 YARDS WEST OF MILE POST
 KW0898'86, ABOUT 0.1 MILE EAST OF WEST END OF FENCE AROUND MARIETTA AIR
 KW0898'FORCE BASE, ABOUT 150 YARDS NORTH OF MAIN LINE TRACKS OF P.R.R.,
 KW0898'ALONG THE OLD MAIN LINE, IN THE TOP OF THE WEST END OF HEAD
 KW0898'WALL OF A 10-FOOT BRIDGE AND LOCATED BETWEEN THE NORTH TRACK
 KW0898'AND THE SECOND TRACK FROM THE NORTH, 8 1/2 FEET SOUTH OF SOUTH
 KW0898'RAIL OF NORTH TRACK, 4.6 FEET NORTH OF NORTH RAIL OF SECOND TRACK
 KW0898'FROM THE NORTH AND IS AN IRON BOLT WITHIN A CHISELED SQUARE.
 KW0898
 KW0898                          STATION RECOVERY (1979)
 KW0898
 KW0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW0898'MARK NOT FOUND.
 KW0898
 KW0898                          STATION RECOVERY (2006)
 KW0898
 KW0898'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0898'TRACKS HAVE BEEN REMOVED. MARIETTA AIR FORCE BASE IS CLOSED AND THE
 KW0898'LOCATION IS IN USE BY A ARMSTRONG INDUSTRIES. STATION IS ON THE
 KW0898'HEADWALL OF A BRIDGE MARKED 1915. THE HEADWALL IS APPROXIMATELY 2 FEET
 KW0898'SOUTH OF THE SOUTH HEADWALL OF ANOTHER BRIDGE.
 KW0898' 
 KW0898'TO GET TO THE MARK GO SOUTH ON VINEGAR FERRY ROAD AND TURN LEFT JUST
 KW0898'AFTER CROSSING THE OLD MAIN LINE TRACKS ONTO A DIRT ROAD. OWNERSHIP OF
 KW0898'THE AREA IS THE KELLER TRUST 717-653-8871.
 KW0898' 
 KW0898'N 40 03 29.6 W 076 35 49.9
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1356 ***********************************************************************
 KX1356  DESIGNATION -  264 A
 KX1356  PID         -  KX1356
 KX1356  STATE/COUNTY-  PA/WESTMORELAND
 KX1356  USGS QUAD   -  DONORA (1973)
 KX1356
 KX1356                         *CURRENT SURVEY CONTROL
 KX1356  ___________________________________________________________________
 KX1356* NAD 83(1986)-  40 12 06.     (N)    079 46 04.     (W)     SCALED    
 KX1356* NAVD 88     -       233.679  (meters)     766.66   (feet)  ADJUSTED  
 KX1356  ___________________________________________________________________
 KX1356  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KX1356  DYNAMIC HT  -         233.554 (meters)     766.25  (feet)  COMP
 KX1356  MODELED GRAV-     980,082.8   (mgal)                       NAVD 88
 KX1356
 KX1356  VERT ORDER  -  SECOND    CLASS 0
 KX1356
 KX1356.The horizontal coordinates were scaled from a topographic map and have
 KX1356.an estimated accuracy of +/- 6 seconds.
 KX1356
 KX1356.The orthometric height was determined by differential leveling
 KX1356.and adjusted by the National Geodetic Survey in June 1991..
 KX1356
 KX1356.The geoid height was determined by GEOID03.
 KX1356
 KX1356.The dynamic height is computed by dividing the NAVD 88
 KX1356.geopotential number by the normal gravity value computed on the
 KX1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1356.degrees latitude (g = 980.6199 gals.).
 KX1356
 KX1356.The modeled gravity was interpolated from observed gravity values.
 KX1356
 KX1356;                    North         East    Units  Estimated Accuracy
 KX1356;SPC PA S     -    98,380.      428,220.      MT  (+/- 180 meters Scaled)
 KX1356
 KX1356                          SUPERSEDED SURVEY CONTROL
 KX1356
 KX1356  NGVD 29 (??/??/92)  233.85   (m)          767.2    (f) COMPUTED    2 0
 KX1356
 KX1356.Superseded values are not recommended for survey control.
 KX1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1356.See file dsdata.txt to determine how the superseded data were derived.
 KX1356
 KX1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE048508(NAD 83)
 KX1356_MARKER: B = BOLT
 KX1356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1356_SP_SET: CULVERT
 KX1356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1356
 KX1356  HISTORY     - Date     Condition        Report By
 KX1356  HISTORY     - UNK      MONUMENTED       BORR
 KX1356  HISTORY     - 1935     GOOD             NGS
 KX1356
 KX1356                          STATION DESCRIPTION
 KX1356
 KX1356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX1356'2 MI SE FROM WEST NEWTON.
 KX1356'2 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KX1356'MUNICIPAL BUILDING AT WEST NEWTON, WESTMORELAND COUNTY, AT
 KX1356'GRIFFIN, 1000 FEET NORTH OF TANK 14, 845 FEET NORTH OF A STEEL
 KX1356'WATER TANK, AT CULVERT NO. 55-3/4, IN THE SOUTH END OF THE EAST
 KX1356'COPING, AND 48 FEET EAST OF THE WEST BOUND TRACK.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0955 ***********************************************************************
 LZ0955  DESIGNATION -  2.64 PRR
 LZ0955  PID         -  LZ0955
 LZ0955  STATE/COUNTY-  PA/LYCOMING
 LZ0955  USGS QUAD   -  COGAN STATION (1973)
 LZ0955
 LZ0955                         *CURRENT SURVEY CONTROL
 LZ0955  ___________________________________________________________________
 LZ0955* NAD 83(1986)-  41 16 03.     (N)    077 03 03.     (W)     SCALED    
 LZ0955* NAVD 88     -       167.588  (meters)     549.83   (feet)  ADJUSTED  
 LZ0955  ___________________________________________________________________
 LZ0955  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 LZ0955  DYNAMIC HT  -         167.514 (meters)     549.59  (feet)  COMP
 LZ0955  MODELED GRAV-     980,183.2   (mgal)                       NAVD 88
 LZ0955
 LZ0955  VERT ORDER  -  FIRST     CLASS II
 LZ0955
 LZ0955.The horizontal coordinates were scaled from a topographic map and have
 LZ0955.an estimated accuracy of +/- 6 seconds.
 LZ0955
 LZ0955.The orthometric height was determined by differential leveling
 LZ0955.and adjusted by the National Geodetic Survey in June 1991..
 LZ0955
 LZ0955.The geoid height was determined by GEOID03.
 LZ0955
 LZ0955.The dynamic height is computed by dividing the NAVD 88
 LZ0955.geopotential number by the normal gravity value computed on the
 LZ0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0955.degrees latitude (g = 980.6199 gals.).
 LZ0955
 LZ0955.The modeled gravity was interpolated from observed gravity values.
 LZ0955
 LZ0955;                    North         East    Units  Estimated Accuracy
 LZ0955;SPC PA N     -   122,490.      658,580.      MT  (+/- 180 meters Scaled)
 LZ0955
 LZ0955                          SUPERSEDED SURVEY CONTROL
 LZ0955
 LZ0955  NGVD 29 (??/??/92)  167.814  (m)          550.57   (f) ADJ UNCH    1 2
 LZ0955
 LZ0955.Superseded values are not recommended for survey control.
 LZ0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0955.See file dsdata.txt to determine how the superseded data were derived.
 LZ0955
 LZ0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL282704(NAD 83)
 LZ0955_MARKER: B = BOLT
 LZ0955_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0955_SP_SET: ABUTMENT
 LZ0955_MARK LOGO: PRR   
 LZ0955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0955
 LZ0955  HISTORY     - Date     Condition        Report By
 LZ0955  HISTORY     - UNK      MONUMENTED       PRR
 LZ0955  HISTORY     - 1935     GOOD             NGS
 LZ0955  HISTORY     - 1975     GOOD             PADT
 LZ0955  HISTORY     - 1983     GOOD             NGS
 LZ0955
 LZ0955                          STATION DESCRIPTION
 LZ0955
 LZ0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ0955'1.1 MI N FROM GARDEN VIEW HEIGHTS.
 LZ0955'ABOUT 1.1 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM
 LZ0955'GARDEN VIEW HEIGHTS, LYCOMING COUNTY, ABOUT 3,225 FEET NORTH
 LZ0955'OF MILEPOST 2, AT GIRDER BRIDGE 2.64, IN THE TOP OF THE SOUTHEAST
 LZ0955'ABUTMENT, 21 FEET NORTH OF THE CENTER OF A DIRT-ROAD CROSSING,
 LZ0955'6 FEET EAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT
 LZ0955'LOWER THAN THE TOP OF THE RAIL.  A COPPER BOLT.
 LZ0955
 LZ0955                          STATION RECOVERY (1975)
 LZ0955
 LZ0955'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 LZ0955'RECOVERED IN GOOD CONDITION.
 LZ0955
 LZ0955                          STATION RECOVERY (1983)
 LZ0955
 LZ0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LZ0955'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.3 KM
 LZ0955'(3.3 MI) SOUTH ALONG U.S. HIGHWAY 15 FROM THE POST OFFICE IN COGAN
 LZ0955'STATION, THENCE 0.2 KM (0.1 MI) WEST ALONG HESHBON ROAD TO THE MARK ON
 LZ0955'THE LEFT, IN THE SOUTHEAST ABUTMENT OF RAILROAD BRIDGE OVER LYCOMING
 LZ0955'CREEK, 6.4 METERS (21.0 FT) NORTH OF THE CENTERLINE OF A ROAD,
 LZ0955'1.8 METERS (6.0 FT) EAST OF THE CENTER OF RAILROAD.
 LZ0955'THE MARK IS 0.30 M BELOW RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1605 ***********************************************************************
 KX1605  DESIGNATION -  264.53
 KX1605  PID         -  KX1605
 KX1605  STATE/COUNTY-  PA/ARMSTRONG
 KX1605  USGS QUAD   -  EAST BRADY (1993)
 KX1605
 KX1605                         *CURRENT SURVEY CONTROL
 KX1605  ___________________________________________________________________
 KX1605* NAD 83(1986)-  40 53 18.     (N)    079 33 21.     (W)     SCALED    
 KX1605* NAVD 88     -       348.31   (+/-2cm)    1142.7    (feet)  VERTCON   
 KX1605  ___________________________________________________________________
 KX1605  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 KX1605
 KX1605  VERT ORDER  -  ? (See Below)
 KX1605
 KX1605.The horizontal coordinates were scaled from a topographic map and have
 KX1605.an estimated accuracy of +/- 6 seconds.
 KX1605
 KX1605.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX1605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX1605.The vertical order pertains to the NGVD 29 superseded value.
 KX1605
 KX1605.The geoid height was determined by GEOID03.
 KX1605
 KX1605;                    North         East    Units  Estimated Accuracy
 KX1605;SPC PA S     -   174,220.      447,820.      MT  (+/- 180 meters Scaled)
 KX1605
 KX1605                          SUPERSEDED SURVEY CONTROL
 KX1605
 KX1605  NGVD 29 (??/??/92)  348.482  (m)         1143.31   (f) ADJ UNCH    ?  
 KX1605
 KX1605.Superseded values are not recommended for survey control.
 KX1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1605.See file dsdata.txt to determine how the superseded data were derived.
 KX1605
 KX1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF216273(NAD 83)
 KX1605_MARKER: Z = SEE DESCRIPTION
 KX1605_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1605_SP_SET: BRIDGE
 KX1605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1605
 KX1605  HISTORY     - Date     Condition        Report By
 KX1605  HISTORY     - 1920     MONUMENTED       BORR
 KX1605
 KX1605                          STATION DESCRIPTION
 KX1605
 KX1605'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1920
 KX1605'6.5 MI NE FROM CRAIGSVILLE.
 KX1605'ABOUT 6.5 MILES NORTHEAST OF CRAIGSVILLE BRIDGE 264.53 ON
 KX1605'BACKWALL OF NORTH ABUTMENT ON LEFT SIDE OF TRACK 13950+63.0.
 KX1605'FIRST STONE DOWN.  A B.R. AND P.RY. STANDARD PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1965 ***********************************************************************
 MA1965  DESIGNATION -  266 CMP ET
 MA1965  PID         -  MA1965
 MA1965  STATE/COUNTY-  PA/CLARION
 MA1965  USGS QUAD   -  LUCINDA (1977)
 MA1965
 MA1965                         *CURRENT SURVEY CONTROL
 MA1965  ___________________________________________________________________
 MA1965* NAD 83(1992)-  41 15 03.43723(N)    079 14 59.71199(W)     ADJUSTED  
 MA1965* NAVD 88     -       505.76   (+/-2cm)    1659.3    (feet)  VERTCON   
 MA1965  ___________________________________________________________________
 MA1965  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 MA1965  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 MA1965
 MA1965  HORZ ORDER  -  THIRD
 MA1965  VERT ORDER  -  THIRD ? (See Below)
 MA1965
 MA1965.The horizontal coordinates were established by classical geodetic methods
 MA1965.and adjusted by the National Geodetic Survey in June 2002..
 MA1965.No horizontal observational check was made to the station.
 MA1965
 MA1965.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA1965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA1965.The vertical order pertains to the NGVD 29 superseded value.
 MA1965
 MA1965.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1965
 MA1965.The geoid height was determined by GEOID03.
 MA1965
 MA1965;                    North         East     Units Scale Factor Converg.
 MA1965;SPC PA N     -   121,502.570   474,294.999   MT  0.99996104   -0 59 32.1
 MA1965;SPC PA N     -   398,629.68  1,556,082.84   sFT  0.99996104   -0 59 32.1
 MA1965;UTM  17      - 4,568,092.811   646,627.756   MT  0.99986460   +1 09 14.9
 MA1965
 MA1965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1965!SPC PA N     -   0.99992579  x   0.99996104  =   0.99988684
 MA1965!UTM  17      -   0.99992579  x   0.99986460  =   0.99979040
 MA1965
 MA1965                          SUPERSEDED SURVEY CONTROL
 MA1965
 MA1965  NAD 83(1986)-  41 15 03.43904(N)    079 14 59.71469(W) AD(       ) 3
 MA1965  NAD 27      -  41 15 03.20782(N)    079 15 00.56489(W) AD(       ) 3
 MA1965  NGVD 29 (07/19/86)  505.91   (m)         1659.8    (f) LEVELING    3  
 MA1965
 MA1965.Superseded values are not recommended for survey control.
 MA1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1965.See file dsdata.txt to determine how the superseded data were derived.
 MA1965
 MA1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF4662868093(NAD 83)
 MA1965_MARKER: DD = SURVEY DISK
 MA1965_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MA1965_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MA1965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1965
 MA1965  HISTORY     - Date     Condition        Report By
 MA1965  HISTORY     - 1965     MONUMENTED       USGS
 MA1965
 MA1965                          STATION DESCRIPTION
 MA1965
 MA1965'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 MA1965'FISHER, 1.2 MI SW. OF POST OFFICE, ALONG MACADAM RD., 46 FT W. OF,
 MA1965'AND ABOUT 2.0 FT HIGHER THAN CENTERLINE OF RD. AT JUNCTION OF T-RD.
 MA1965'NW., 4 FT NE. OF POWER POLE, 0.4 FT E. OF METAL WITNESS POST,
 MA1965'CRIMPED TO TOP OF COPPER-COATED STEEL ROD DRIVEN 5.5 FT TO REFUSAL,
 MA1965'STANDARD DISK STAMPED---266 CMP 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2198 ***********************************************************************
 KV2198  DESIGNATION -  266 USGS
 KV2198  PID         -  KV2198
 KV2198  STATE/COUNTY-  PA/BERKS
 KV2198  USGS QUAD   -  READING (1983)
 KV2198
 KV2198                         *CURRENT SURVEY CONTROL
 KV2198  ___________________________________________________________________
 KV2198* NAD 83(1986)-  40 20 12.     (N)    075 55 39.     (W)     SCALED    
 KV2198* NAVD 88     -        80.945  (meters)     265.57   (feet)  ADJUSTED  
 KV2198  ___________________________________________________________________
 KV2198  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 KV2198  DYNAMIC HT  -          80.904 (meters)     265.43  (feet)  COMP
 KV2198  MODELED GRAV-     980,112.6   (mgal)                       NAVD 88
 KV2198
 KV2198  VERT ORDER  -  FIRST     CLASS II
 KV2198
 KV2198.The horizontal coordinates were scaled from a topographic map and have
 KV2198.an estimated accuracy of +/- 6 seconds.
 KV2198
 KV2198.The orthometric height was determined by differential leveling
 KV2198.and adjusted by the National Geodetic Survey in June 1991..
 KV2198
 KV2198.The geoid height was determined by GEOID03.
 KV2198
 KV2198.The dynamic height is computed by dividing the NAVD 88
 KV2198.geopotential number by the normal gravity value computed on the
 KV2198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2198.degrees latitude (g = 980.6199 gals.).
 KV2198
 KV2198.The modeled gravity was interpolated from observed gravity values.
 KV2198
 KV2198;                    North         East    Units  Estimated Accuracy
 KV2198;SPC PA S     -   113,000.      754,850.      MT  (+/- 180 meters Scaled)
 KV2198
 KV2198                          SUPERSEDED SURVEY CONTROL
 KV2198
 KV2198  NGVD 29 (??/??/??)   81.173  (m)          266.32   (f) ADJUSTED    1 2
 KV2198
 KV2198.Superseded values are not recommended for survey control.
 KV2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2198.See file dsdata.txt to determine how the superseded data were derived.
 KV2198
 KV2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK212655(NAD 83)
 KV2198_MARKER: DD = SURVEY DISK
 KV2198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2198_SP_SET: SIDEWALK
 KV2198_STAMPING: 266
 KV2198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2198
 KV2198  HISTORY     - Date     Condition        Report By
 KV2198  HISTORY     - UNK      MONUMENTED       USGS
 KV2198  HISTORY     - 1932     GOOD             CGS
 KV2198  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV2198  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 KV2198  HISTORY     - 20041219 MARK NOT FOUND   USPSQD
 KV2198
 KV2198                          STATION DESCRIPTION
 KV2198
 KV2198'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV2198'AT READING.
 KV2198'AT THE CORNER OF 5TH AND WASHINGTON STS., 16 FEET NORTHWEST OF
 KV2198'THE NORTHWEST CORNER OF THE POST OFFICE, 9 FEET SOUTH OF THE
 KV2198'WASHINGTON ST. CURB AND 9 FEET EAST OF THE 5TH STREET CURB,
 KV2198'CEMENTED IN A DRILL HOLE IN MIDDLE OF SIDEWALK.
 KV2198
 KV2198                          STATION RECOVERY (1989)
 KV2198
 KV2198'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KV2198'MARK NOT FOUND.
 KV2198
 KV2198                          STATION RECOVERY (1991)
 KV2198
 KV2198'RECOVERY NOTE BY US POWER SQUADRON 1991 (RDF)
 KV2198'MARK NOT FOUND.
 KV2198
 KV2198                          STATION RECOVERY (2004)
 KV2198
 KV2198'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEQ)
 KV2198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2199 ***********************************************************************
 KV2199  DESIGNATION -  266 USGS RESET 1940
 KV2199  PID         -  KV2199
 KV2199  STATE/COUNTY-  PA/BERKS
 KV2199  USGS QUAD   -  READING (1983)
 KV2199
 KV2199                         *CURRENT SURVEY CONTROL
 KV2199  ___________________________________________________________________
 KV2199* NAD 83(1986)-  40 20 10.     (N)    075 55 33.     (W)     SCALED    
 KV2199* NAVD 88     -        80.886  (meters)     265.37   (feet)  ADJUSTED  
 KV2199  ___________________________________________________________________
 KV2199  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 KV2199  DYNAMIC HT  -          80.845 (meters)     265.24  (feet)  COMP
 KV2199  MODELED GRAV-     980,112.0   (mgal)                       NAVD 88
 KV2199
 KV2199  VERT ORDER  -  FIRST     CLASS II
 KV2199
 KV2199.The horizontal coordinates were scaled from a topographic map and have
 KV2199.an estimated accuracy of +/- 6 seconds.
 KV2199
 KV2199.The orthometric height was determined by differential leveling
 KV2199.and adjusted by the National Geodetic Survey in June 1991..
 KV2199.WARNING-Repeat measurements at this control monument indicate possible
 KV2199.vertical movement.
 KV2199
 KV2199.The geoid height was determined by GEOID03.
 KV2199
 KV2199.The dynamic height is computed by dividing the NAVD 88
 KV2199.geopotential number by the normal gravity value computed on the
 KV2199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2199.degrees latitude (g = 980.6199 gals.).
 KV2199
 KV2199.The modeled gravity was interpolated from observed gravity values.
 KV2199
 KV2199;                    North         East    Units  Estimated Accuracy
 KV2199;SPC PA S     -   112,940.      754,990.      MT  (+/- 180 meters Scaled)
 KV2199
 KV2199                          SUPERSEDED SURVEY CONTROL
 KV2199
 KV2199  NGVD 29 (??/??/??)   81.138  (m)          266.20   (f) ADJUSTED    1 2
 KV2199
 KV2199.Superseded values are not recommended for survey control.
 KV2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2199.See file dsdata.txt to determine how the superseded data were derived.
 KV2199
 KV2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK213654(NAD 83)
 KV2199_MARKER: DD = SURVEY DISK
 KV2199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2199_SP_SET: SIDEWALK
 KV2199_STAMPING: 266 RESET 1940
 KV2199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2199
 KV2199  HISTORY     - Date     Condition        Report By
 KV2199  HISTORY     - 1940     MONUMENTED       USFWA
 KV2199  HISTORY     - 1960     GOOD             CGS
 KV2199  HISTORY     - 1979     GOOD             NGS
 KV2199  HISTORY     - 1989     POOR             USPSQD
 KV2199  HISTORY     - 19910114 POOR             USPSQD
 KV2199  HISTORY     - 19991218 POOR             USPSQD
 KV2199  HISTORY     - 20011220 POOR             USPSQD
 KV2199  HISTORY     - 20041219 POOR             USPSQD
 KV2199
 KV2199                          STATION DESCRIPTION
 KV2199
 KV2199'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2199'AT READING.
 KV2199'AT READING, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF NORTH
 KV2199'5TH STREET AND WASHINGTON STREET, 8.9 FEET EAST OF THE EAST CURB
 KV2199'OF NORTH 5TH STREET, 7.5 FEET SOUTH OF THE SOUTH CURB OF
 KV2199'WASHINGTON STREET, 30.1 FEET NORTHWEST OF THE NORTHWEST CORNER
 KV2199'OF THE POST OFFICE BUILDING AND SET FLUSH IN THE SIDEWALK.
 KV2199
 KV2199                          STATION RECOVERY (1979)
 KV2199
 KV2199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV2199'A NEWER SIDEWALK APPEARS TO HAVE BEEN POURED AND BM RESET AGAIN
 KV2199'AFTER 1940.
 KV2199
 KV2199                          STATION RECOVERY (1989)
 KV2199
 KV2199'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KV2199'MARK RECOVERED IN POOR CONDITION.
 KV2199
 KV2199                          STATION RECOVERY (1991)
 KV2199
 KV2199'RECOVERY NOTE BY US POWER SQUADRON 1991 (RDF)
 KV2199'MARK RECOVERED IN POOR CONDITION.
 KV2199
 KV2199                          STATION RECOVERY (1999)
 KV2199
 KV2199'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV2199'MARK RECOVERED IN POOR CONDITION.
 KV2199
 KV2199                          STATION RECOVERY (2001)
 KV2199
 KV2199'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV2199'TOP SURFACE WORN AWAY BY PEDESTRAIN TRAFFIC.  ONLY ELEVATION LEGIBLE.
 KV2199
 KV2199                          STATION RECOVERY (2004)
 KV2199
 KV2199'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEQ)
 KV2199'ID NO LONGER LEDGIBLE.  WORN OFF BY FOOT TRAFFIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1606 ***********************************************************************
 KX1606  DESIGNATION -  267.18
 KX1606  PID         -  KX1606
 KX1606  STATE/COUNTY-  PA/ARMSTRONG
 KX1606  USGS QUAD   -  KITTANNING (1993)
 KX1606
 KX1606                         *CURRENT SURVEY CONTROL
 KX1606  ___________________________________________________________________
 KX1606* NAD 83(1986)-  40 52 23.     (N)    079 35 28.     (W)     SCALED    
 KX1606* NAVD 88     -       368.21   (+/-2cm)    1208.0    (feet)  VERTCON   
 KX1606  ___________________________________________________________________
 KX1606  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KX1606
 KX1606  VERT ORDER  -  ? (See Below)
 KX1606
 KX1606.The horizontal coordinates were scaled from a topographic map and have
 KX1606.an estimated accuracy of +/- 6 seconds.
 KX1606
 KX1606.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX1606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX1606.The vertical order pertains to the NGVD 29 superseded value.
 KX1606
 KX1606.The geoid height was determined by GEOID03.
 KX1606
 KX1606;                    North         East    Units  Estimated Accuracy
 KX1606;SPC PA S     -   172,590.      444,810.      MT  (+/- 180 meters Scaled)
 KX1606
 KX1606                          SUPERSEDED SURVEY CONTROL
 KX1606
 KX1606  NGVD 29 (??/??/92)  368.385  (m)         1208.61   (f) ADJ UNCH    ?  
 KX1606
 KX1606.Superseded values are not recommended for survey control.
 KX1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1606.See file dsdata.txt to determine how the superseded data were derived.
 KX1606
 KX1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF187256(NAD 83)
 KX1606_MARKER: DD = SURVEY DISK
 KX1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1606+STABILITY: SURFACE MOTION
 KX1606
 KX1606  HISTORY     - Date     Condition        Report By
 KX1606  HISTORY     - 1920     MONUMENTED       BORR
 KX1606
 KX1606                          STATION DESCRIPTION
 KX1606
 KX1606'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1920
 KX1606'4 MI NE FROM CRAIGSVILLE.
 KX1606'ABOUT 4.0 MILES NORTHEAST OF CRAIGSVILLE ON BENCH MARK POST
 KX1606'18.0 TO RIGHT OF 14090+57.0.  A B.R. AND P.RY. STANDARD B.M. POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1607 ***********************************************************************
 KX1607  DESIGNATION -  267.64
 KX1607  PID         -  KX1607
 KX1607  STATE/COUNTY-  PA/ARMSTRONG
 KX1607  USGS QUAD   -  KITTANNING (1993)
 KX1607
 KX1607                         *CURRENT SURVEY CONTROL
 KX1607  ___________________________________________________________________
 KX1607* NAD 83(1986)-  40 52 07.     (N)    079 35 51.     (W)     SCALED    
 KX1607* NAVD 88     -       362.65   (+/-2cm)    1189.8    (feet)  VERTCON   
 KX1607  ___________________________________________________________________
 KX1607  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KX1607
 KX1607  VERT ORDER  -  ? (See Below)
 KX1607
 KX1607.The horizontal coordinates were scaled from a topographic map and have
 KX1607.an estimated accuracy of +/- 6 seconds.
 KX1607
 KX1607.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX1607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX1607.The vertical order pertains to the NGVD 29 superseded value.
 KX1607
 KX1607.The geoid height was determined by GEOID03.
 KX1607
 KX1607;                    North         East    Units  Estimated Accuracy
 KX1607;SPC PA S     -   172,100.      444,270.      MT  (+/- 180 meters Scaled)
 KX1607
 KX1607                          SUPERSEDED SURVEY CONTROL
 KX1607
 KX1607  NGVD 29 (??/??/92)  362.824  (m)         1190.37   (f) ADJ UNCH    ?  
 KX1607
 KX1607.Superseded values are not recommended for survey control.
 KX1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1607.See file dsdata.txt to determine how the superseded data were derived.
 KX1607
 KX1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF181251(NAD 83)
 KX1607_MARKER: Z = SEE DESCRIPTION
 KX1607_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1607_SP_SET: ABUTMENT
 KX1607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1607
 KX1607  HISTORY     - Date     Condition        Report By
 KX1607  HISTORY     - 1920     MONUMENTED       BORR
 KX1607
 KX1607                          STATION DESCRIPTION
 KX1607
 KX1607'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1920
 KX1607'3.4 MI NE FROM CRAIGSVILLE.
 KX1607'ABOUT 3.4 MILES NORTHEAST OF CRAIGSVILLE BRIDGE 267.64 ON
 KX1607'BACKWALL OF NORTH ABUTMENT, FIRST STONE DOWN ON LEFT OF 14114+42.0.
 KX1607'A B.R AND P.RY. STANDARD PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1007 ***********************************************************************
 MA1007  DESIGNATION -  27
 MA1007  PID         -  MA1007
 MA1007  STATE/COUNTY-  PA/CLARION
 MA1007  USGS QUAD   -  NEW BETHLEHEM (1981)
 MA1007
 MA1007                         *CURRENT SURVEY CONTROL
 MA1007  ___________________________________________________________________
 MA1007* NAD 83(1986)-  41 00 51.     (N)    079 17 58.     (W)     SCALED    
 MA1007* NAVD 88     -       330.837  (meters)    1085.42   (feet)  ADJUSTED  
 MA1007  ___________________________________________________________________
 MA1007  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MA1007  DYNAMIC HT  -         330.679 (meters)    1084.90  (feet)  COMP
 MA1007  MODELED GRAV-     980,135.5   (mgal)                       NAVD 88
 MA1007
 MA1007  VERT ORDER  -  SECOND    CLASS 0
 MA1007
 MA1007.The horizontal coordinates were scaled from a topographic map and have
 MA1007.an estimated accuracy of +/- 6 seconds.
 MA1007
 MA1007.The orthometric height was determined by differential leveling
 MA1007.and adjusted by the National Geodetic Survey in June 1991..
 MA1007
 MA1007.The geoid height was determined by GEOID03.
 MA1007
 MA1007.The dynamic height is computed by dividing the NAVD 88
 MA1007.geopotential number by the normal gravity value computed on the
 MA1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1007.degrees latitude (g = 980.6199 gals.).
 MA1007
 MA1007.The modeled gravity was interpolated from observed gravity values.
 MA1007
 MA1007;                    North         East    Units  Estimated Accuracy
 MA1007;SPC PA N     -    95,280.      469,670.      MT  (+/- 180 meters Scaled)
 MA1007
 MA1007                          SUPERSEDED SURVEY CONTROL
 MA1007
 MA1007  NGVD 29 (??/??/92)  331.007  (m)         1085.98   (f) ADJ UNCH    2 0
 MA1007
 MA1007.Superseded values are not recommended for survey control.
 MA1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1007.See file dsdata.txt to determine how the superseded data were derived.
 MA1007
 MA1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF429417(NAD 83)
 MA1007_MARKER: B = BOLT
 MA1007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1007_SP_SET: BRIDGE
 MA1007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1007
 MA1007  HISTORY     - Date     Condition        Report By
 MA1007  HISTORY     - UNK      MONUMENTED       PRR
 MA1007  HISTORY     - 1935     GOOD             NGS
 MA1007
 MA1007                          STATION DESCRIPTION
 MA1007
 MA1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1007'1.8 MI E FROM NEW BETHLEHEM.
 MA1007'ABOUT 1.8 MILES EAST ALONG THE PENNSYLVANIA RAILROAD STATION
 MA1007'AT NEW BETHLEHEM, CLARION COUNTY, AT 70-FOOT SPAN GIRDER BRIDGE
 MA1007'22.27 OVER A CREEK, IN THE TOP OF THE SOUTHWEST CORNER OF THE
 MA1007'NORTHEAST MASONRY WING WALL, 20 FEET NORTHEAST OF THE CENTER LINE
 MA1007'OF THE TRACK, AND ABOUT LEVEL WITH THE THE TOP OF THE RAIL.  A
 MA1007'COPPER BOLT, MARKED B.M. 27.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0330 ***********************************************************************
 KX0330  DESIGNATION -  27
 KX0330  PID         -  KX0330
 KX0330  STATE/COUNTY-  PA/BEDFORD
 KX0330  USGS QUAD   -  EVERETT WEST (1987)
 KX0330
 KX0330                         *CURRENT SURVEY CONTROL
 KX0330  ___________________________________________________________________
 KX0330* NAD 83(1986)-  40 03 26.     (N)    078 28 25.     (W)     SCALED    
 KX0330* NAVD 88     -       323.672  (meters)    1061.91   (feet)  ADJUSTED  
 KX0330  ___________________________________________________________________
 KX0330  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KX0330  DYNAMIC HT  -         323.490 (meters)    1061.32  (feet)  COMP
 KX0330  MODELED GRAV-     980,056.9   (mgal)                       NAVD 88
 KX0330
 KX0330  VERT ORDER  -  SECOND    CLASS 0
 KX0330
 KX0330.The horizontal coordinates were scaled from a topographic map and have
 KX0330.an estimated accuracy of +/- 6 seconds.
 KX0330
 KX0330.The orthometric height was determined by differential leveling
 KX0330.and adjusted by the National Geodetic Survey in June 1991..
 KX0330
 KX0330.The geoid height was determined by GEOID03.
 KX0330
 KX0330.The dynamic height is computed by dividing the NAVD 88
 KX0330.geopotential number by the normal gravity value computed on the
 KX0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0330.degrees latitude (g = 980.6199 gals.).
 KX0330
 KX0330.The modeled gravity was interpolated from observed gravity values.
 KX0330
 KX0330;                    North         East    Units  Estimated Accuracy
 KX0330;SPC PA S     -    80,630.      538,260.      MT  (+/- 180 meters Scaled)
 KX0330
 KX0330                          SUPERSEDED SURVEY CONTROL
 KX0330
 KX0330  NGVD 29 (??/??/92)  323.831  (m)         1062.44   (f) ADJ UNCH    2 0
 KX0330
 KX0330.Superseded values are not recommended for survey control.
 KX0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0330.See file dsdata.txt to determine how the superseded data were derived.
 KX0330
 KX0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE154371(NAD 83)
 KX0330_MARKER: B = BOLT
 KX0330_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0330_SP_SET: CULVERT
 KX0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0330
 KX0330  HISTORY     - Date     Condition        Report By
 KX0330  HISTORY     - UNK      MONUMENTED       PRR
 KX0330  HISTORY     - 1935     GOOD             NGS
 KX0330
 KX0330                          STATION DESCRIPTION
 KX0330
 KX0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0330'4 MI N FROM BEDFORD.
 KX0330'4.0 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0330'AT BEDFORD, BEDFORD COUNTY, ABOUT 0.3 MILE SOUTH OF THE STATION
 KX0330'AT YOUNTS, AT A CONCRETE CULVERT, IN THE TOP OF THE CENTER OF
 KX0330'THE EAST COPING, AND 20 FEET EAST OF THE CENTER LINE OF THE TRACK.
 KX0330'A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1066 ***********************************************************************
 KW1066  DESIGNATION -  27 1 PRR
 KW1066  PID         -  KW1066
 KW1066  STATE/COUNTY-  PA/YORK
 KW1066  USGS QUAD   -  COLUMBIA WEST (1990)
 KW1066
 KW1066                         *CURRENT SURVEY CONTROL
 KW1066  ___________________________________________________________________
 KW1066* NAD 83(1986)-  40 01 33.     (N)    076 31 36.     (W)     SCALED    
 KW1066* NAVD 88     -        76.836  (meters)     252.09   (feet)  ADJUSTED  
 KW1066  ___________________________________________________________________
 KW1066  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KW1066  DYNAMIC HT  -          76.797 (meters)     251.96  (feet)  COMP
 KW1066  MODELED GRAV-     980,118.2   (mgal)                       NAVD 88
 KW1066
 KW1066  VERT ORDER  -  SECOND    CLASS 0
 KW1066
 KW1066.The horizontal coordinates were scaled from a topographic map and have
 KW1066.an estimated accuracy of +/- 6 seconds.
 KW1066
 KW1066.The orthometric height was determined by differential leveling
 KW1066.and adjusted by the National Geodetic Survey in June 1991..
 KW1066
 KW1066.The geoid height was determined by GEOID03.
 KW1066
 KW1066.The dynamic height is computed by dividing the NAVD 88
 KW1066.geopotential number by the normal gravity value computed on the
 KW1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1066.degrees latitude (g = 980.6199 gals.).
 KW1066
 KW1066.The modeled gravity was interpolated from observed gravity values.
 KW1066
 KW1066;                    North         East    Units  Estimated Accuracy
 KW1066;SPC PA S     -    77,620.      704,420.      MT  (+/- 180 meters Scaled)
 KW1066
 KW1066                          SUPERSEDED SURVEY CONTROL
 KW1066
 KW1066  NGVD 29 (??/??/??)   77.090  (m)          252.92   (f) ADJUSTED    2 0
 KW1066
 KW1066.Superseded values are not recommended for survey control.
 KW1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1066.See file dsdata.txt to determine how the superseded data were derived.
 KW1066
 KW1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK697317(NAD 83)
 KW1066_MARKER: B = BOLT
 KW1066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1066_SP_SET: STONE ABUTMENT
 KW1066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1066
 KW1066  HISTORY     - Date     Condition        Report By
 KW1066  HISTORY     - UNK      MONUMENTED       PRR
 KW1066  HISTORY     - 1966     GOOD             CGS
 KW1066
 KW1066                          STATION DESCRIPTION
 KW1066
 KW1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1066'AT WRIGHTSVILLE.
 KW1066'WRIGHTSVILLE, AT A BRIDGE OVER THE SUSQUEHANNA RIVER, AND IN
 KW1066'THE TOP OF THE WEST STONE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1366 ***********************************************************************
 KW1366  DESIGNATION -  27 A PRR
 KW1366  PID         -  KW1366
 KW1366  STATE/COUNTY-  PA/DAUPHIN
 KW1366  USGS QUAD   -  MILLERSBURG (1969)
 KW1366
 KW1366                         *CURRENT SURVEY CONTROL
 KW1366  ___________________________________________________________________
 KW1366* NAD 83(1986)-  40 35 44.     (N)    076 56 20.     (W)     SCALED    
 KW1366* NAVD 88     -       122.394  (meters)     401.55   (feet)  ADJUSTED  
 KW1366  ___________________________________________________________________
 KW1366  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KW1366  DYNAMIC HT  -         122.336 (meters)     401.36  (feet)  COMP
 KW1366  MODELED GRAV-     980,150.8   (mgal)                       NAVD 88
 KW1366
 KW1366  VERT ORDER  -  SECOND    CLASS 0
 KW1366
 KW1366.The horizontal coordinates were scaled from a topographic map and have
 KW1366.an estimated accuracy of +/- 6 seconds.
 KW1366
 KW1366.The orthometric height was determined by differential leveling
 KW1366.and adjusted by the National Geodetic Survey in June 1991..
 KW1366
 KW1366.The geoid height was determined by GEOID03.
 KW1366
 KW1366.The dynamic height is computed by dividing the NAVD 88
 KW1366.geopotential number by the normal gravity value computed on the
 KW1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1366.degrees latitude (g = 980.6199 gals.).
 KW1366
 KW1366.The modeled gravity was interpolated from observed gravity values.
 KW1366
 KW1366;                    North         East    Units  Estimated Accuracy
 KW1366;SPC PA S     -   140,470.      668,660.      MT  (+/- 180 meters Scaled)
 KW1366
 KW1366                          SUPERSEDED SURVEY CONTROL
 KW1366
 KW1366  NGVD 29 (??/??/??)  122.620  (m)          402.30   (f) ADJUSTED    2 0
 KW1366
 KW1366.Superseded values are not recommended for survey control.
 KW1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1366.See file dsdata.txt to determine how the superseded data were derived.
 KW1366
 KW1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK359956(NAD 83)
 KW1366_MARKER: B = BOLT
 KW1366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1366_SP_SET: CULVERT
 KW1366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1366
 KW1366  HISTORY     - Date     Condition        Report By
 KW1366  HISTORY     - UNK      MONUMENTED       PRR
 KW1366  HISTORY     - 1934     GOOD             CGS
 KW1366  HISTORY     - 20060319 MARK NOT FOUND   GEOCAC
 KW1366
 KW1366                          STATION DESCRIPTION
 KW1366
 KW1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1366'AT MAHANTANGO.
 KW1366'AT MAHANTANGO, ON THE PENNSYLVANIA RAILROAD, ABOUT 90 FEET SOUTH
 KW1366'OF A ROAD CROSSING, AT THE WEST HEADWALL OF AN 18 FOOT CULVERT,
 KW1366'IN THE TOP OF A 3- BY 2-FOOT STONE, 14 FEET WEST OF THE WEST
 KW1366'RAIL, AND ABOUT 2 FEET LOWER THAN THE RAIL.  A COPPER BOLT.
 KW1366
 KW1366                          STATION RECOVERY (2006)
 KW1366
 KW1366'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW1366'CULVERT LOOKS LIKE IT HAS BEEN REBUILT. NO 3 BY 2 FOOT STONE WAS
 KW1366'LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0503 ***********************************************************************
 KY0503  DESIGNATION -  27 BR
 KY0503  PID         -  KY0503
 KY0503  STATE/COUNTY-  PA/WASHINGTON
 KY0503  USGS QUAD   -  CLAYSVILLE (1977)
 KY0503
 KY0503                         *CURRENT SURVEY CONTROL
 KY0503  ___________________________________________________________________
 KY0503* NAD 83(1986)-  40 03 46.     (N)    080 22 34.     (W)     SCALED    
 KY0503* NAVD 88     -       351.091  (meters)    1151.87   (feet)  ADJUSTED  
 KY0503  ___________________________________________________________________
 KY0503  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 KY0503  DYNAMIC HT  -         350.889 (meters)    1151.21  (feet)  COMP
 KY0503  MODELED GRAV-     980,043.1   (mgal)                       NAVD 88
 KY0503
 KY0503  VERT ORDER  -  SECOND    CLASS 0
 KY0503
 KY0503.The horizontal coordinates were scaled from a topographic map and have
 KY0503.an estimated accuracy of +/- 6 seconds.
 KY0503
 KY0503.The orthometric height was determined by differential leveling
 KY0503.and adjusted by the National Geodetic Survey in June 1991..
 KY0503
 KY0503.The geoid height was determined by GEOID03.
 KY0503
 KY0503.The dynamic height is computed by dividing the NAVD 88
 KY0503.geopotential number by the normal gravity value computed on the
 KY0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0503.degrees latitude (g = 980.6199 gals.).
 KY0503
 KY0503.The modeled gravity was interpolated from observed gravity values.
 KY0503
 KY0503;                    North         East    Units  Estimated Accuracy
 KY0503;SPC PA S     -    84,330.      375,990.      MT  (+/- 180 meters Scaled)
 KY0503
 KY0503                          SUPERSEDED SURVEY CONTROL
 KY0503
 KY0503  NGVD 29 (??/??/92)  351.230  (m)         1152.33   (f) ADJ UNCH    2 0
 KY0503
 KY0503.Superseded values are not recommended for survey control.
 KY0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0503.See file dsdata.txt to determine how the superseded data were derived.
 KY0503
 KY0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE532349(NAD 83)
 KY0503_MARKER: DD = SURVEY DISK
 KY0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0503_STAMPING: 1152 TT 27 BR 1952
 KY0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0503+STABILITY: SURFACE MOTION
 KY0503
 KY0503  HISTORY     - Date     Condition        Report By
 KY0503  HISTORY     - 1952     MONUMENTED       USGS
 KY0503  HISTORY     - 1957     GOOD             NGS
 KY0503
 KY0503                          STATION DESCRIPTION
 KY0503
 KY0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0503'6.6 MI NE FROM GOOD INTENT.
 KY0503'ABOUT 1.2 MILES NORTHEAST ALONG A BLACK TOP ROAD FOLLOWING
 KY0503'ROBINSON RUN FROM THE CHURCH AND SCHOOL AT GOOD INTENT, THENCE
 KY0503'ABOUT 1.1 MILES NORTHEAST AND EAST ALONG A GRAVEL ROAD, THENCE
 KY0503'ABOUT 0.35 MILE SOUTH ALONG A BLACK TOP ROAD, THENCE 1.5 MILES
 KY0503'SOUTHEAST ALONG A NARROW GRAVEL ROAD, THENCE 2.5 MILES NORTHEAST
 KY0503'ALONG A GRAVEL ROAD FOLLOWING TEMPLETON FORK, AT A NORTH-SOUTH
 KY0503'CROSSROAD, 17 FEET SOUTHEAST OF CENTER LINE OF ROAD, 20 1/2
 KY0503'FEET WEST OF CENTER LINE OF NORTH-SOUTH GRAVEL ROAD, 54 FEET EAST
 KY0503'OF RM(USGS), 38 FEET SOUTH AND ACROSS ROAD FROM THE SOUTHWEST
 KY0503'CORNER OF AN OLD BARN, 1/4 FOOT EAST OF A WHITE WOODEN WITNESS
 KY0503'POST, ABOUT LEVEL WITH INTERSECION AND SET IN THE TOP OF A
 KY0503'CONCRETE POST PROJECTING 3 INCHES.  MARK IS REACHED FROM THE
 KY0503'SCHOOL AT LAGONDA BY GOING ABOUT 1.1 MILES SOUTH ALONG STATE
 KY0503'HIGHWAY 18, THENCE 2.05 MILES WEST ALONG A BLACK TOP ROAD, THENCE
 KY0503'1.85 MILES SOUTH ALONG STATE HIGHWAY 221, THENCE 0.7 MILE WEST
 KY0503'ALONG A BLACK TOP ROAD LEADING TO PLEASANT GROVE, THENCE ABOUT
 KY0503'2.6 MILES WEST AND SOUTHWEST ALONG A ROAD LEADING OVER RIDGE
 KY0503'INTO TEMPLETON FORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1534 ***********************************************************************
 KX1534  DESIGNATION -  27 L
 KX1534  PID         -  KX1534
 KX1534  STATE/COUNTY-  PA/WESTMORELAND
 KX1534  USGS QUAD   -  FREEPORT (1993)
 KX1534
 KX1534                         *CURRENT SURVEY CONTROL
 KX1534  ___________________________________________________________________
 KX1534* NAD 83(1986)-  40 39 00.     (N)    079 41 07.     (W)     SCALED    
 KX1534* NAVD 88     -       237.579  (meters)     779.46   (feet)  ADJUSTED  
 KX1534  ___________________________________________________________________
 KX1534  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KX1534  DYNAMIC HT  -         237.461 (meters)     779.07  (feet)  COMP
 KX1534  MODELED GRAV-     980,122.1   (mgal)                       NAVD 88
 KX1534
 KX1534  VERT ORDER  -  FIRST     CLASS II
 KX1534
 KX1534.The horizontal coordinates were scaled from a topographic map and have
 KX1534.an estimated accuracy of +/- 6 seconds.
 KX1534
 KX1534.The orthometric height was determined by differential leveling
 KX1534.and adjusted by the National Geodetic Survey in June 1991..
 KX1534
 KX1534.The geoid height was determined by GEOID03.
 KX1534
 KX1534.The dynamic height is computed by dividing the NAVD 88
 KX1534.geopotential number by the normal gravity value computed on the
 KX1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1534.degrees latitude (g = 980.6199 gals.).
 KX1534
 KX1534.The modeled gravity was interpolated from observed gravity values.
 KX1534
 KX1534;                    North         East    Units  Estimated Accuracy
 KX1534;SPC PA S     -   147,990.      436,340.      MT  (+/- 180 meters Scaled)
 KX1534
 KX1534                          SUPERSEDED SURVEY CONTROL
 KX1534
 KX1534  NGVD 29 (??/??/92)  237.757  (m)          780.04   (f) ADJ UNCH    1 2
 KX1534
 KX1534.Superseded values are not recommended for survey control.
 KX1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1534.See file dsdata.txt to determine how the superseded data were derived.
 KX1534
 KX1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF111007(NAD 83)
 KX1534_MARKER: B = BOLT
 KX1534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1534_STAMPING: 27 L USED
 KX1534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1534+STABILITY: SURFACE MOTION
 KX1534
 KX1534  HISTORY     - Date     Condition        Report By
 KX1534  HISTORY     - UNK      MONUMENTED       DOD
 KX1534  HISTORY     - 1941     GOOD             NGS
 KX1534
 KX1534                          STATION DESCRIPTION
 KX1534
 KX1534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1534'4 MI SW FROM SCHENLEY.
 KX1534'IN WESTMORELAND COUNTY, ABOUT 4 MILES SOUTHWEST ALONG THE
 KX1534'PENNSYLVANIA RAILROAD FROM SCHENLEY, ARMSTRONG COUNTY, 0.6 MILE
 KX1534'DOWNSTREAM FROM THE STATION AT GLENCAIRN, 30.7 FEET LANDWARD OF
 KX1534'THE LAND RAIL, 44 FEET RIVERWARD OF THE ROAD LEADING TO FREEPORT,
 KX1534'9.7 FEET DOWNSTREAM AND RIVERWARD OF A LARGE SYCAMORE TREE,
 KX1534'LEVEL WITH THE TOP OF THE RAIL, AND ABOUT 6 INCHES UNDER
 KX1534'GROUND.  A COPPER BOLT, STAMPED 27 L USED AND SET IN THE TOP
 KX1534'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2504 ***********************************************************************
 KV2504  DESIGNATION -  27 PRR
 KV2504  PID         -  KV2504
 KV2504  STATE/COUNTY-  PA/CHESTER
 KV2504  USGS QUAD   -  MALVERN (1983)
 KV2504
 KV2504                         *CURRENT SURVEY CONTROL
 KV2504  ___________________________________________________________________
 KV2504* NAD 83(1986)-  40 01 52.     (N)    075 34 41.     (W)     SCALED    
 KV2504* NAVD 88     -       139.634  (meters)     458.12   (feet)  ADJUSTED  
 KV2504  ___________________________________________________________________
 KV2504  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 KV2504  DYNAMIC HT  -         139.566 (meters)     457.89  (feet)  COMP
 KV2504  MODELED GRAV-     980,136.8   (mgal)                       NAVD 88
 KV2504
 KV2504  VERT ORDER  -  SECOND    CLASS 0
 KV2504
 KV2504.The horizontal coordinates were scaled from a topographic map and have
 KV2504.an estimated accuracy of +/- 6 seconds.
 KV2504
 KV2504.The orthometric height was determined by differential leveling
 KV2504.and adjusted by the National Geodetic Survey in June 1991..
 KV2504
 KV2504.The geoid height was determined by GEOID03.
 KV2504
 KV2504.The dynamic height is computed by dividing the NAVD 88
 KV2504.geopotential number by the normal gravity value computed on the
 KV2504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2504.degrees latitude (g = 980.6199 gals.).
 KV2504
 KV2504.The modeled gravity was interpolated from observed gravity values.
 KV2504
 KV2504;                    North         East    Units  Estimated Accuracy
 KV2504;SPC PA S     -    79,760.      785,370.      MT  (+/- 180 meters Scaled)
 KV2504
 KV2504                          SUPERSEDED SURVEY CONTROL
 KV2504
 KV2504  NGVD 29 (??/??/??)  139.948  (m)          459.15   (f) ADJUSTED    2 0
 KV2504
 KV2504.Superseded values are not recommended for survey control.
 KV2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2504.See file dsdata.txt to determine how the superseded data were derived.
 KV2504
 KV2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK506313(NAD 83)
 KV2504_MARKER: B = BOLT
 KV2504_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2504_SP_SET: PARAPET
 KV2504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2504
 KV2504  HISTORY     - Date     Condition        Report By
 KV2504  HISTORY     - UNK      MONUMENTED       PRR
 KV2504  HISTORY     - 1935     GOOD             CGS
 KV2504  HISTORY     - 19991001 GOOD             PADT
 KV2504
 KV2504                          STATION DESCRIPTION
 KV2504
 KV2504'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV2504'1.1 MI SW FROM FRAZER.
 KV2504'1.1 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV2504'STATION AT FRAZER, CHESTER COUNTY, AT THE SOUTHEAST CORNER OF
 KV2504'BRIDGE 24.00 UNDER KING ROAD, 6 FEET SOUTH OF THE CENTERLINE OF
 KV2504'THE TRACK, AND IN THE TOP OF A PARAPET.  A COPPER BOLT.
 KV2504
 KV2504                          STATION RECOVERY (1999)
 KV2504
 KV2504'RECOVERY NOTE BY PA DEPT OF TRANSP 1999
 KV2504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1365 ***********************************************************************
 KW1365  DESIGNATION -  27 PRR
 KW1365  PID         -  KW1365
 KW1365  STATE/COUNTY-  PA/DAUPHIN
 KW1365  USGS QUAD   -  MILLERSBURG (1969)
 KW1365
 KW1365                         *CURRENT SURVEY CONTROL
 KW1365  ___________________________________________________________________
 KW1365* NAD 83(1986)-  40 35 28.     (N)    076 56 32.     (W)     SCALED    
 KW1365* NAVD 88     -       122.246  (meters)     401.07   (feet)  ADJUSTED  
 KW1365  ___________________________________________________________________
 KW1365  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KW1365  DYNAMIC HT  -         122.188 (meters)     400.88  (feet)  COMP
 KW1365  MODELED GRAV-     980,151.2   (mgal)                       NAVD 88
 KW1365
 KW1365  VERT ORDER  -  FIRST     CLASS II
 KW1365
 KW1365.The horizontal coordinates were scaled from a topographic map and have
 KW1365.an estimated accuracy of +/- 6 seconds.
 KW1365
 KW1365.The orthometric height was determined by differential leveling
 KW1365.and adjusted by the National Geodetic Survey in June 1991..
 KW1365
 KW1365.The geoid height was determined by GEOID03.
 KW1365
 KW1365.The dynamic height is computed by dividing the NAVD 88
 KW1365.geopotential number by the normal gravity value computed on the
 KW1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1365.degrees latitude (g = 980.6199 gals.).
 KW1365
 KW1365.The modeled gravity was interpolated from observed gravity values.
 KW1365
 KW1365;                    North         East    Units  Estimated Accuracy
 KW1365;SPC PA S     -   139,970.      668,380.      MT  (+/- 180 meters Scaled)
 KW1365
 KW1365                          SUPERSEDED SURVEY CONTROL
 KW1365
 KW1365  NGVD 29 (??/??/??)  122.474  (m)          401.82   (f) ADJUSTED    1 2
 KW1365
 KW1365.Superseded values are not recommended for survey control.
 KW1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1365.See file dsdata.txt to determine how the superseded data were derived.
 KW1365
 KW1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK356951(NAD 83)
 KW1365_MARKER: Z = SEE DESCRIPTION
 KW1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1365_SP_SET: STONE POST
 KW1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1365+STABILITY: SURFACE MOTION
 KW1365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1365+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 KW1365
 KW1365  HISTORY     - Date     Condition        Report By
 KW1365  HISTORY     - UNK      MONUMENTED       PRR
 KW1365  HISTORY     - 1941     GOOD             CGS
 KW1365  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW1365  HISTORY     - 20060319 GOOD             GEOCAC
 KW1365
 KW1365                          STATION DESCRIPTION
 KW1365
 KW1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1365'4.7 MI NE FROM MILLERSBURG.
 KW1365'4.7 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1365'STATION AT MILLERSBURG, ABOUT 517 FEET NORTHEAST OF BLOCK SIGNAL
 KW1365'1168, 61 FEET WEST OF MILEPOST 117, 278 FEET NORTHEAST OF A
 KW1365'24-INCH CONCRETE PIPE CULVERT, AND 10.8 FEET NORTHWEST OF THE
 KW1365'NORTHWEST RAIL OF THE SOUTH-BOUND TRACK.  THE CENTER OF THE TOP
 KW1365'OF A STONE POST PROJECTING ABOUT 18 INCHES ABOVE GROUND.
 KW1365
 KW1365                          STATION RECOVERY (1989)
 KW1365
 KW1365'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1365'MARK NOT FOUND.
 KW1365
 KW1365                          STATION RECOVERY (2006)
 KW1365
 KW1365'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW1365'MILEPOST IS NOW 180.
 KW1365'NOTE, POST IS A BIT LOOSE IN THE GROUND AND CAN BE MOVED BACK AND
 KW1365'FORTH BY HAND.
 KW1365' 
 KW1365'N 40 35 28.9 W 076 56 30.9
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0381 ***********************************************************************
 KX0381  DESIGNATION -  27 USGS
 KX0381  PID         -  KX0381
 KX0381  STATE/COUNTY-  PA/BLAIR
 KX0381  USGS QUAD   -  ROARING SPRING (1987)
 KX0381
 KX0381                         *CURRENT SURVEY CONTROL
 KX0381  ___________________________________________________________________
 KX0381* NAD 83(1986)-  40 17 01.     (N)    078 27 27.     (W)     SCALED    
 KX0381* NAVD 88     -       354.479  (meters)    1162.99   (feet)  ADJUSTED  
 KX0381  ___________________________________________________________________
 KX0381  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KX0381  DYNAMIC HT  -         354.286 (meters)    1162.35  (feet)  COMP
 KX0381  MODELED GRAV-     980,069.8   (mgal)                       NAVD 88
 KX0381
 KX0381  VERT ORDER  -  SECOND    CLASS 0
 KX0381
 KX0381.The horizontal coordinates were scaled from a topographic map and have
 KX0381.an estimated accuracy of +/- 6 seconds.
 KX0381
 KX0381.The orthometric height was determined by differential leveling
 KX0381.and adjusted by the National Geodetic Survey in June 1991..
 KX0381
 KX0381.The geoid height was determined by GEOID03.
 KX0381
 KX0381.The dynamic height is computed by dividing the NAVD 88
 KX0381.geopotential number by the normal gravity value computed on the
 KX0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0381.degrees latitude (g = 980.6199 gals.).
 KX0381
 KX0381.The modeled gravity was interpolated from observed gravity values.
 KX0381
 KX0381;                    North         East    Units  Estimated Accuracy
 KX0381;SPC PA S     -   105,760.      539,840.      MT  (+/- 180 meters Scaled)
 KX0381
 KX0381                          SUPERSEDED SURVEY CONTROL
 KX0381
 KX0381  NGVD 29 (??/??/92)  354.63   (m)         1163.5    (f) COMPUTED    2 0
 KX0381
 KX0381.Superseded values are not recommended for survey control.
 KX0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0381.See file dsdata.txt to determine how the superseded data were derived.
 KX0381
 KX0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE161623(NAD 83)
 KX0381_MARKER: DD = SURVEY DISK
 KX0381_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0381_SP_SET: BRIDGE
 KX0381_STAMPING: 27 USGS WHC 1962
 KX0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0381
 KX0381  HISTORY     - Date     Condition        Report By
 KX0381  HISTORY     - 1962     MONUMENTED       USGS
 KX0381  HISTORY     - 1967     GOOD             NGS
 KX0381
 KX0381                          STATION DESCRIPTION
 KX0381
 KX0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0381'7.8 MI S FROM NEWRY.
 KX0381'7.8 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE,
 KX0381'SET IN THE TOP OF THE SOUTHEAST WINGWALL OF A BRIDGE, 24.0
 KX0381'FEET EAST OF CENTERLINE OF HIGHWAY AND 1.0 FEET BELOW LEVEL OF
 KX0381'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1134 ***********************************************************************
 MA1134  DESIGNATION -  2+70
 MA1134  PID         -  MA1134
 MA1134  STATE/COUNTY-  PA/FOREST
 MA1134  USGS QUAD   -  TIONESTA (1973)
 MA1134
 MA1134                         *CURRENT SURVEY CONTROL
 MA1134  ___________________________________________________________________
 MA1134* NAD 83(1986)-  41 28 51.     (N)    079 24 00.     (W)     SCALED    
 MA1134* NAVD 88     -       329.944  (meters)    1082.49   (feet)  ADJUSTED  
 MA1134  ___________________________________________________________________
 MA1134  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 MA1134  DYNAMIC HT  -         329.792 (meters)    1081.99  (feet)  COMP
 MA1134  MODELED GRAV-     980,155.3   (mgal)                       NAVD 88
 MA1134
 MA1134  VERT ORDER  -  SECOND    CLASS 0
 MA1134
 MA1134.The horizontal coordinates were scaled from a topographic map and have
 MA1134.an estimated accuracy of +/- 6 seconds.
 MA1134
 MA1134.The orthometric height was determined by differential leveling
 MA1134.and adjusted by the National Geodetic Survey in June 1991..
 MA1134
 MA1134.The geoid height was determined by GEOID03.
 MA1134
 MA1134.The dynamic height is computed by dividing the NAVD 88
 MA1134.geopotential number by the normal gravity value computed on the
 MA1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1134.degrees latitude (g = 980.6199 gals.).
 MA1134
 MA1134.The modeled gravity was interpolated from observed gravity values.
 MA1134
 MA1134;                    North         East    Units  Estimated Accuracy
 MA1134;SPC PA N     -   147,260.      462,210.      MT  (+/- 180 meters Scaled)
 MA1134
 MA1134                          SUPERSEDED SURVEY CONTROL
 MA1134
 MA1134  NGVD 29 (??/??/92)  330.101  (m)         1083.01   (f) ADJ UNCH    2 0
 MA1134
 MA1134.Superseded values are not recommended for survey control.
 MA1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1134.See file dsdata.txt to determine how the superseded data were derived.
 MA1134
 MA1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF335933(NAD 83)
 MA1134_MARKER: DD = SURVEY DISK
 MA1134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1134_SP_SET: BRIDGE
 MA1134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1134
 MA1134  HISTORY     - Date     Condition        Report By
 MA1134  HISTORY     - UNK      MONUMENTED       PADH
 MA1134  HISTORY     - 1935     GOOD             NGS
 MA1134
 MA1134                          STATION DESCRIPTION
 MA1134
 MA1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1134'5 MI E FROM TIONESTA.
 MA1134'ABOUT 5.0 MILES EAST ALONG STATE HIGHWAY 66 FROM THE COUNTY
 MA1134'COURTHOUSE AT TIONESTA, FOREST COUNTY, AT STATION 2+70, AT
 MA1134'AN 8-FOOT CONCRETE BRIDGE OVER A SMALL STREAM, IN THE TOP
 MA1134'OF THE SOUTHWEST CORNER OF THE WING WALL, AND 14 FEET SOUTH
 MA1134'OF THE CENTER LINE OF THE HIGHWAY.  A PENNSYLVANIA DEPARTMENT
 MA1134'OF HIGHWAYS STANDARD DISK.  NOTE-- THE DESCRIPTIONS FOR THE
 MA1134'MARKS ON THIS LINE REFER TO THE 1935 LOCATION OF STATE HIGHWAYS
 MA1134'66 AND 666.  THE PRESENT LOCATION OF THESE HIGHWAYS HAS BEEN
 MA1134'RELOCATED DUE TO HIGH WATER OF THE TIONESTA DAM, THEREFORE
 MA1134'MARKS FROM BM 4-58+70 TO Y-78 MAY OR MAY NOT BE RECOVERABLE DURING
 MA1134'TIMES OF LOW WATER OF THE RESERVOIR.  NOTE-- THE LOCATION OF
 MA1134'STATE HIGHWAYS 66 AND 666, HAVE BEEN RELOCATED DUE TO HIGH
 MA1134'WATER OF THE TIONESTA DAM, THEREFORE THE MARK MAY OR MAY NOT
 MA1134'BE RECOVERABLE DURING TIMES OF LOW WATER OF THE RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1361 ***********************************************************************
 KX1361  DESIGNATION -  270
 KX1361  PID         -  KX1361
 KX1361  STATE/COUNTY-  PA/WESTMORELAND
 KX1361  USGS QUAD   -  DONORA (1973)
 KX1361
 KX1361                         *CURRENT SURVEY CONTROL
 KX1361  ___________________________________________________________________
 KX1361* NAD 83(1986)-  40 14 23.     (N)    079 48 13.     (W)     SCALED    
 KX1361* NAVD 88     -       231.957  (meters)     761.01   (feet)  ADJUSTED  
 KX1361  ___________________________________________________________________
 KX1361  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KX1361  DYNAMIC HT  -         231.835 (meters)     760.61  (feet)  COMP
 KX1361  MODELED GRAV-     980,093.6   (mgal)                       NAVD 88
 KX1361
 KX1361  VERT ORDER  -  FIRST     CLASS II
 KX1361
 KX1361.The horizontal coordinates were scaled from a topographic map and have
 KX1361.an estimated accuracy of +/- 6 seconds.
 KX1361
 KX1361.The orthometric height was determined by differential leveling
 KX1361.and adjusted by the National Geodetic Survey in June 1991..
 KX1361
 KX1361.The geoid height was determined by GEOID03.
 KX1361
 KX1361.The dynamic height is computed by dividing the NAVD 88
 KX1361.geopotential number by the normal gravity value computed on the
 KX1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1361.degrees latitude (g = 980.6199 gals.).
 KX1361
 KX1361.The modeled gravity was interpolated from observed gravity values.
 KX1361
 KX1361;                    North         East    Units  Estimated Accuracy
 KX1361;SPC PA S     -   102,670.      425,270.      MT  (+/- 180 meters Scaled)
 KX1361
 KX1361                          SUPERSEDED SURVEY CONTROL
 KX1361
 KX1361  NGVD 29 (??/??/92)  232.140  (m)          761.61   (f) ADJ UNCH    1 2
 KX1361
 KX1361.Superseded values are not recommended for survey control.
 KX1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1361.See file dsdata.txt to determine how the superseded data were derived.
 KX1361
 KX1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE017550(NAD 83)
 KX1361_MARKER: B = BOLT
 KX1361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1361_SP_SET: ABUTMENT
 KX1361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1361
 KX1361  HISTORY     - Date     Condition        Report By
 KX1361  HISTORY     - UNK      MONUMENTED       BORR
 KX1361  HISTORY     - 1935     GOOD             NGS
 KX1361
 KX1361                          STATION DESCRIPTION
 KX1361
 KX1361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX1361'4 MI NW FROM SUTER.
 KX1361'4.0 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KX1361'THE MUNICIPAL BUILDING AT WEST NEWTON, WESTMORELAND COUNTY,
 KX1361'ACROSS THE TRACK FROM THE STATION AT SUTER, AT BRIDGE NO. 57,
 KX1361'IN THE NORTH STONE ABUTMENT, 1.4 FEET EAST OF THE WEST END,
 KX1361'15.6 FEET WEST OF THE WEST RAIL OF THE EAST BOUND TRACK, AND
 KX1361'15 FEET SOUTH OF THE CENTER OF A DIRT ROAD CROSSING.  A COPPER
 KX1361'BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1608 ***********************************************************************
 KX1608  DESIGNATION -  270.88
 KX1608  PID         -  KX1608
 KX1608  STATE/COUNTY-  PA/ARMSTRONG
 KX1608  USGS QUAD   -  WORTHINGTON (1993)
 KX1608
 KX1608                         *CURRENT SURVEY CONTROL
 KX1608  ___________________________________________________________________
 KX1608* NAD 83(1986)-  40 51 06.     (N)    079 38 15.     (W)     SCALED    
 KX1608* NAVD 88     -       312.63   (+/-2cm)    1025.7    (feet)  VERTCON   
 KX1608  ___________________________________________________________________
 KX1608  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 KX1608
 KX1608  VERT ORDER  -  ? (See Below)
 KX1608
 KX1608.The horizontal coordinates were scaled from a topographic map and have
 KX1608.an estimated accuracy of +/- 6 seconds.
 KX1608
 KX1608.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX1608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX1608.The vertical order pertains to the NGVD 29 superseded value.
 KX1608
 KX1608.The geoid height was determined by GEOID03.
 KX1608
 KX1608;                    North         East    Units  Estimated Accuracy
 KX1608;SPC PA S     -   170,290.      440,850.      MT  (+/- 180 meters Scaled)
 KX1608
 KX1608                          SUPERSEDED SURVEY CONTROL
 KX1608
 KX1608  NGVD 29 (??/??/92)  312.799  (m)         1026.24   (f) ADJ UNCH    ?  
 KX1608
 KX1608.Superseded values are not recommended for survey control.
 KX1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1608.See file dsdata.txt to determine how the superseded data were derived.
 KX1608
 KX1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF148231(NAD 83)
 KX1608_MARKER: Z = SEE DESCRIPTION
 KX1608_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1608_SP_SET: ABUTMENT
 KX1608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1608
 KX1608  HISTORY     - Date     Condition        Report By
 KX1608  HISTORY     - 1920     MONUMENTED       BORR
 KX1608  HISTORY     - 1952     GOOD             NGS
 KX1608
 KX1608                          STATION DESCRIPTION
 KX1608
 KX1608'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1920
 KX1608'0.3 MI NE FROM CRAIGSVILLE.
 KX1608'ABOUT 0.3 MILES NORTHEAST OF CRAIGSVILLE BRIDGE 270.88 ON
 KX1608'BACKWALL OF NORTH ABUTMENT ON LEFT SIDE OF TRACK 14285+54.0.
 KX1608'A B.R. AND P.RY. STANDARD PLUG.
 KX1608
 KX1608                          STATION RECOVERY (1952)
 KX1608
 KX1608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 KX1608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1610 ***********************************************************************
 KX1610  DESIGNATION -  272.84
 KX1610  PID         -  KX1610
 KX1610  STATE/COUNTY-  PA/ARMSTRONG
 KX1610  USGS QUAD   -  WORTHINGTON (1993)
 KX1610
 KX1610                         *CURRENT SURVEY CONTROL
 KX1610  ___________________________________________________________________
 KX1610* NAD 83(1986)-  40 51 28.     (N)    079 40 01.     (W)     SCALED    
 KX1610* NAVD 88     -       314.42   (+/-2cm)    1031.6    (feet)  VERTCON   
 KX1610  ___________________________________________________________________
 KX1610  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 KX1610
 KX1610  VERT ORDER  -  ? (See Below)
 KX1610
 KX1610.The horizontal coordinates were scaled from a topographic map and have
 KX1610.an estimated accuracy of +/- 6 seconds.
 KX1610
 KX1610.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX1610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX1610.The vertical order pertains to the NGVD 29 superseded value.
 KX1610
 KX1610.The geoid height was determined by GEOID03.
 KX1610
 KX1610;                    North         East    Units  Estimated Accuracy
 KX1610;SPC PA S     -   171,020.      438,390.      MT  (+/- 180 meters Scaled)
 KX1610
 KX1610                          SUPERSEDED SURVEY CONTROL
 KX1610
 KX1610  NGVD 29 (??/??/92)  314.580  (m)         1032.08   (f) ADJ UNCH    ?  
 KX1610
 KX1610.Superseded values are not recommended for survey control.
 KX1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1610.See file dsdata.txt to determine how the superseded data were derived.
 KX1610
 KX1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF123238(NAD 83)
 KX1610_MARKER: Z = SEE DESCRIPTION
 KX1610_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1610_SP_SET: ABUTMENT
 KX1610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1610
 KX1610  HISTORY     - Date     Condition        Report By
 KX1610  HISTORY     - 1920     MONUMENTED       BORR
 KX1610  HISTORY     - 1952     GOOD             NGS
 KX1610
 KX1610                          STATION DESCRIPTION
 KX1610
 KX1610'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1920
 KX1610'1.4 MI W FROM CRAIGSVILLE.
 KX1610'ABOUT 1.4 MILES WEST OF CRAIGSVILLE BRIDGE 272.84 ON
 KX1610'BACKWALL OF NORTH ABUTMENT ON LEFT SIDE OF TRACK 14389+20.0.
 KX1610'A B.R. AND P.RY. STANDARD PLUG.
 KX1610
 KX1610                          STATION RECOVERY (1952)
 KX1610
 KX1610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 KX1610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0903 ***********************************************************************
 KW0903  DESIGNATION -  273 USGS
 KW0903  PID         -  KW0903
 KW0903  STATE/COUNTY-  PA/LANCASTER
 KW0903  USGS QUAD   -  YORK HAVEN (1990)
 KW0903
 KW0903                         *CURRENT SURVEY CONTROL
 KW0903  ___________________________________________________________________
 KW0903* NAD 83(1986)-  40 05 22.     (N)    076 40 13.     (W)     SCALED    
 KW0903* NAVD 88     -        83.095  (meters)     272.62   (feet)  ADJUSTED  
 KW0903  ___________________________________________________________________
 KW0903  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 KW0903  DYNAMIC HT  -          83.051 (meters)     272.48  (feet)  COMP
 KW0903  MODELED GRAV-     980,102.8   (mgal)                       NAVD 88
 KW0903
 KW0903  VERT ORDER  -  FIRST     CLASS II
 KW0903
 KW0903.The horizontal coordinates were scaled from a topographic map and have
 KW0903.an estimated accuracy of +/- 6 seconds.
 KW0903
 KW0903.The orthometric height was determined by differential leveling
 KW0903.and adjusted by the National Geodetic Survey in June 1991..
 KW0903
 KW0903.The geoid height was determined by GEOID03.
 KW0903
 KW0903.The dynamic height is computed by dividing the NAVD 88
 KW0903.geopotential number by the normal gravity value computed on the
 KW0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0903.degrees latitude (g = 980.6199 gals.).
 KW0903
 KW0903.The modeled gravity was interpolated from observed gravity values.
 KW0903
 KW0903;                    North         East    Units  Estimated Accuracy
 KW0903;SPC PA S     -    84,520.      692,080.      MT  (+/- 180 meters Scaled)
 KW0903
 KW0903                          SUPERSEDED SURVEY CONTROL
 KW0903
 KW0903  NGVD 29 (??/??/??)   83.338  (m)          273.42   (f) ADJUSTED    1 2
 KW0903
 KW0903.Superseded values are not recommended for survey control.
 KW0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0903.See file dsdata.txt to determine how the superseded data were derived.
 KW0903
 KW0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK576390(NAD 83)
 KW0903_MARKER: DD = SURVEY DISK
 KW0903_SETTING: 66 = SET IN ROCK OUTCROP
 KW0903_SP_SET: ROCK CUT
 KW0903_STAMPING: 273
 KW0903_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW0903+STABILITY: POSITION/ELEVATION WELL
 KW0903
 KW0903  HISTORY     - Date     Condition        Report By
 KW0903  HISTORY     - UNK      MONUMENTED       USGS
 KW0903  HISTORY     - 1955     GOOD             CGS
 KW0903  HISTORY     - 1979     GOOD             NGS
 KW0903
 KW0903                          STATION DESCRIPTION
 KW0903
 KW0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KW0903'AT BAINBRIDGE.
 KW0903'AT BAINBRIDGE, ALONG THE PENNSYLVANIA RAILROAD, 156 FEET SOUTH OF
 KW0903'CENTER OF CROSSING OF RACE STREET AND THE P.R.R., 101 FEET SOUTH
 KW0903'OF SOUTHWEST CORNER OF THE RAILROAD STATION, 9.2 FEET EAST OF
 KW0903'EAST RAIL OF EAST TRACK, 68 1/2 FEET SOUTHEAST AND ACROSS TRACKS
 KW0903'FROM STEEL TROLLEY POLE NO. C 90-70, IN THE TOP OF BOTTOM LAYER
 KW0903'OF A ROCK CUT, ABOUT 2 YARDS NORTH OF THE HIGHEST PART OF ROCK
 KW0903'CUT, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND COVERED WITH DIRT.
 KW0903
 KW0903                          STATION RECOVERY (1979)
 KW0903
 KW0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW0903'CHANGE - MARK IS NOW 21.2 FEET EAST OF THE EAST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1611 ***********************************************************************
 KX1611  DESIGNATION -  275.39
 KX1611  PID         -  KX1611
 KX1611  STATE/COUNTY-  PA/BUTLER
 KX1611  USGS QUAD   -  WORTHINGTON (1993)
 KX1611
 KX1611                         *CURRENT SURVEY CONTROL
 KX1611  ___________________________________________________________________
 KX1611* NAD 83(1986)-  40 51 50.     (N)    079 42 18.     (W)     SCALED    
 KX1611* NAVD 88     -       319.48   (+/-2cm)    1048.2    (feet)  VERTCON   
 KX1611  ___________________________________________________________________
 KX1611  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 KX1611
 KX1611  VERT ORDER  -  ? (See Below)
 KX1611
 KX1611.The horizontal coordinates were scaled from a topographic map and have
 KX1611.an estimated accuracy of +/- 6 seconds.
 KX1611
 KX1611.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX1611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX1611.The vertical order pertains to the NGVD 29 superseded value.
 KX1611
 KX1611.The geoid height was determined by GEOID03.
 KX1611
 KX1611;                    North         East    Units  Estimated Accuracy
 KX1611;SPC PA S     -   171,770.      435,190.      MT  (+/- 180 meters Scaled)
 KX1611
 KX1611                          SUPERSEDED SURVEY CONTROL
 KX1611
 KX1611  NGVD 29 (??/??/92)  319.641  (m)         1048.69   (f) ADJ UNCH    ?  
 KX1611
 KX1611.Superseded values are not recommended for survey control.
 KX1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1611.See file dsdata.txt to determine how the superseded data were derived.
 KX1611
 KX1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF091244(NAD 83)
 KX1611_MARKER: Z = SEE DESCRIPTION
 KX1611_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1611_SP_SET: ABUTMENT
 KX1611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1611
 KX1611  HISTORY     - Date     Condition        Report By
 KX1611  HISTORY     - 1920     MONUMENTED       BORR
 KX1611  HISTORY     - 1952     GOOD             NGS
 KX1611
 KX1611                          STATION DESCRIPTION
 KX1611
 KX1611'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1920
 KX1611'1.2 MI E FROM FENELTON.
 KX1611'ABOUT 1.2 MILES EAST OF FENELTON ON BRIDGE 275.39 ON BRIDGE
 KX1611'SEAT OF NORTH ABUTMENT ON LEFT SIDE OF TRACK 14524+24.0.  A
 KX1611'B.R. AND P.RY. STANDARD PLUG.
 KX1611
 KX1611                          STATION RECOVERY (1952)
 KX1611
 KX1611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 KX1611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1826 ***********************************************************************
 KW1826  DESIGNATION -  27.64 PRR
 KW1826  PID         -  KW1826
 KW1826  STATE/COUNTY-  PA/CUMBERLAND
 KW1826  USGS QUAD   -  PLAINFIELD (1975)
 KW1826
 KW1826                         *CURRENT SURVEY CONTROL
 KW1826  ___________________________________________________________________
 KW1826* NAD 83(1986)-  40 10 14.     (N)    077 21 24.     (W)     SCALED    
 KW1826* NAVD 88     -       161.97   (+/-2cm)     531.4    (feet)  VERTCON   
 KW1826  ___________________________________________________________________
 KW1826  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 KW1826
 KW1826  VERT ORDER  -  ? (See Below)
 KW1826
 KW1826.The horizontal coordinates were scaled from a topographic map and have
 KW1826.an estimated accuracy of +/- 6 seconds.
 KW1826
 KW1826.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW1826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW1826.The vertical order pertains to the NGVD 29 superseded value.
 KW1826
 KW1826.The geoid height was determined by GEOID03.
 KW1826
 KW1826;                    North         East    Units  Estimated Accuracy
 KW1826;SPC PA S     -    93,040.      633,500.      MT  (+/- 180 meters Scaled)
 KW1826
 KW1826                          SUPERSEDED SURVEY CONTROL
 KW1826
 KW1826  NGVD 29 (??/??/??)  162.184  (m)          532.10   (f) ADJUSTED    ?  
 KW1826
 KW1826.Superseded values are not recommended for survey control.
 KW1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1826.See file dsdata.txt to determine how the superseded data were derived.
 KW1826
 KW1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK993493(NAD 83)
 KW1826_MARKER: B = BOLT
 KW1826_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1826_SP_SET: BRIDGE
 KW1826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1826
 KW1826  HISTORY     - Date     Condition        Report By
 KW1826  HISTORY     - UNK      MONUMENTED       PRR
 KW1826  HISTORY     - 1952     GOOD             CGS
 KW1826  HISTORY     - 20051104 MARK NOT FOUND   GEOCAC
 KW1826
 KW1826                          STATION DESCRIPTION
 KW1826
 KW1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KW1826'1.1 MI SW FROM KERRSVILLE.
 KW1826'1.1 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW1826'KERRSVILLE, CUMBERLAND COUNTY, AT BRIDGE 27.64 OVER A DIRT ROAD,
 KW1826'IN THE CENTER OF THE TOP OF THE NORTH WALL.  A BRASS BOLT.
 KW1826'NOTE-- THE MARK IS PROJECTING APPROXIMATELY 0.1 FOOT ABOVE THE
 KW1826'WALL AND THE TOP OF THE WALL IS 2.0 FEET ABOVE THE GROUND.  THE
 KW1826'BRIDGE IS 2.1 MILES FROM KERRSVILLE.
 KW1826
 KW1826                          STATION RECOVERY (2005)
 KW1826
 KW1826'RECOVERY NOTE BY GEOCACHING 2005 (EK)
 KW1826'BRIDGE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2499 ***********************************************************************
 KV2499  DESIGNATION -  27.76 PRR
 KV2499  PID         -  KV2499
 KV2499  STATE/COUNTY-  PA/CHESTER
 KV2499  USGS QUAD   -  DOWNINGTOWN (1983)
 KV2499
 KV2499                         *CURRENT SURVEY CONTROL
 KV2499  ___________________________________________________________________
 KV2499* NAD 83(1986)-  40 00 52.     (N)    075 38 21.     (W)     SCALED    
 KV2499* NAVD 88     -       109.925  (meters)     360.65   (feet)  ADJUSTED  
 KV2499  ___________________________________________________________________
 KV2499  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KV2499  DYNAMIC HT  -         109.871 (meters)     360.47  (feet)  COMP
 KV2499  MODELED GRAV-     980,133.2   (mgal)                       NAVD 88
 KV2499
 KV2499  VERT ORDER  -  SECOND    CLASS 0
 KV2499
 KV2499.The horizontal coordinates were scaled from a topographic map and have
 KV2499.an estimated accuracy of +/- 6 seconds.
 KV2499
 KV2499.The orthometric height was determined by differential leveling
 KV2499.and adjusted by the National Geodetic Survey in June 1991..
 KV2499
 KV2499.The geoid height was determined by GEOID03.
 KV2499
 KV2499.The dynamic height is computed by dividing the NAVD 88
 KV2499.geopotential number by the normal gravity value computed on the
 KV2499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2499.degrees latitude (g = 980.6199 gals.).
 KV2499
 KV2499.The modeled gravity was interpolated from observed gravity values.
 KV2499
 KV2499;                    North         East    Units  Estimated Accuracy
 KV2499;SPC PA S     -    77,780.      780,200.      MT  (+/- 180 meters Scaled)
 KV2499
 KV2499                          SUPERSEDED SURVEY CONTROL
 KV2499
 KV2499  NGVD 29 (??/??/??)  110.248  (m)          361.71   (f) ADJUSTED    2 0
 KV2499
 KV2499.Superseded values are not recommended for survey control.
 KV2499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2499.See file dsdata.txt to determine how the superseded data were derived.
 KV2499
 KV2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK454295(NAD 83)
 KV2499_MARKER: Q = CHISELED SQUARE
 KV2499_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2499_SP_SET: BRIDGE STEP
 KV2499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2499
 KV2499  HISTORY     - Date     Condition        Report By
 KV2499  HISTORY     - UNK      MONUMENTED       PRR
 KV2499  HISTORY     - 1935     GOOD             CGS
 KV2499
 KV2499                          STATION DESCRIPTION
 KV2499
 KV2499'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV2499'4 MI NE FROM DOWNINGTOWN.
 KV2499'4.0 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV2499'POST OFFICE AT DOWNINGTOWN, CHESTER COUNTY, AT A FREIGHT-LINE
 KV2499'CROSSING, AT THE WEST END OF A WING WALL OF BRIDGE 27.76, ON THE
 KV2499'TOP OF THE SECOND STEP, AND 10 FEET SOUTH OF MAIN TRACK 1.  A
 KV2499'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1612 ***********************************************************************
 KX1612  DESIGNATION -  278.00
 KX1612  PID         -  KX1612
 KX1612  STATE/COUNTY-  PA/BUTLER
 KX1612  USGS QUAD   -  SAXONBURG (1977)
 KX1612
 KX1612                         *CURRENT SURVEY CONTROL
 KX1612  ___________________________________________________________________
 KX1612* NAD 83(1986)-  40 52 29.     (N)    079 45 01.     (W)     SCALED    
 KX1612* NAVD 88     -       344.19   (+/-2cm)    1129.2    (feet)  VERTCON   
 KX1612  ___________________________________________________________________
 KX1612  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KX1612
 KX1612  VERT ORDER  -  ? (See Below)
 KX1612
 KX1612.The horizontal coordinates were scaled from a topographic map and have
 KX1612.an estimated accuracy of +/- 6 seconds.
 KX1612
 KX1612.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX1612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX1612.The vertical order pertains to the NGVD 29 superseded value.
 KX1612
 KX1612.The geoid height was determined by GEOID03.
 KX1612
 KX1612;                    North         East    Units  Estimated Accuracy
 KX1612;SPC PA S     -   173,060.      431,410.      MT  (+/- 180 meters Scaled)
 KX1612
 KX1612                          SUPERSEDED SURVEY CONTROL
 KX1612
 KX1612  NGVD 29 (??/??/92)  344.352  (m)         1129.76   (f) ADJ UNCH    ?  
 KX1612
 KX1612.Superseded values are not recommended for survey control.
 KX1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1612.See file dsdata.txt to determine how the superseded data were derived.
 KX1612
 KX1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF053256(NAD 83)
 KX1612_MARKER: DD = SURVEY DISK
 KX1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1612+STABILITY: SURFACE MOTION
 KX1612
 KX1612  HISTORY     - Date     Condition        Report By
 KX1612  HISTORY     - UNK      MONUMENTED       BORR
 KX1612
 KX1612                          STATION DESCRIPTION
 KX1612
 KX1612'DESCRIBED BY BALTIMORE AND OHIO RAILROAD UNK
 KX1612'1.3 MI W FROM FENELTON.
 KX1612'ABOUT 1.3 MILES WEST OF FENELTON ON BENCH MARK POST 20.0 TO
 KX1612'RIGHT OF 14661+90.0.  A B.R. AND P.RY. STANDARD B.M. POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0329 ***********************************************************************
 KX0329  DESIGNATION -  28
 KX0329  PID         -  KX0329
 KX0329  STATE/COUNTY-  PA/BEDFORD
 KX0329  USGS QUAD   -  EVERETT WEST (1987)
 KX0329
 KX0329                         *CURRENT SURVEY CONTROL
 KX0329  ___________________________________________________________________
 KX0329* NAD 83(1986)-  40 03 29.     (N)    078 28 25.     (W)     SCALED    
 KX0329* NAVD 88     -       323.638  (meters)    1061.80   (feet)  ADJUSTED  
 KX0329  ___________________________________________________________________
 KX0329  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KX0329  DYNAMIC HT  -         323.456 (meters)    1061.21  (feet)  COMP
 KX0329  MODELED GRAV-     980,056.9   (mgal)                       NAVD 88
 KX0329
 KX0329  VERT ORDER  -  SECOND    CLASS 0
 KX0329
 KX0329.The horizontal coordinates were scaled from a topographic map and have
 KX0329.an estimated accuracy of +/- 6 seconds.
 KX0329
 KX0329.The orthometric height was determined by differential leveling
 KX0329.and adjusted by the National Geodetic Survey in June 1991..
 KX0329
 KX0329.The geoid height was determined by GEOID03.
 KX0329
 KX0329.The dynamic height is computed by dividing the NAVD 88
 KX0329.geopotential number by the normal gravity value computed on the
 KX0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0329.degrees latitude (g = 980.6199 gals.).
 KX0329
 KX0329.The modeled gravity was interpolated from observed gravity values.
 KX0329
 KX0329;                    North         East    Units  Estimated Accuracy
 KX0329;SPC PA S     -    80,720.      538,260.      MT  (+/- 180 meters Scaled)
 KX0329
 KX0329                          SUPERSEDED SURVEY CONTROL
 KX0329
 KX0329  NGVD 29 (??/??/92)  323.797  (m)         1062.32   (f) ADJ UNCH    2 0
 KX0329
 KX0329.Superseded values are not recommended for survey control.
 KX0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0329.See file dsdata.txt to determine how the superseded data were derived.
 KX0329
 KX0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE154372(NAD 83)
 KX0329_MARKER: B = BOLT
 KX0329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0329_SP_SET: CULVERT
 KX0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0329
 KX0329  HISTORY     - Date     Condition        Report By
 KX0329  HISTORY     - UNK      MONUMENTED       PRR
 KX0329  HISTORY     - 1935     GOOD             NGS
 KX0329
 KX0329                          STATION DESCRIPTION
 KX0329
 KX0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0329'4 MI N FROM BEDFORD.
 KX0329'4.0 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0329'AT BEDFORD, BEDFORD COUNTY, ABOUT 0.2 MILE SOUTH OF THE STATION
 KX0329'AT YOUNTS, AT A CONCRETE CULVERT, IN THE CENTER OF THE EAST
 KX0329'COPING, AND 20 FEET EAST OF THE CENTER LINE OF THE TRACK.  A
 KX0329'COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0273 ***********************************************************************
 LZ0273  DESIGNATION -  28
 LZ0273  PID         -  LZ0273
 LZ0273  STATE/COUNTY-  PA/NORTHUMBERLAND
 LZ0273  USGS QUAD   -  MONTOURSVILLE SOUTH (1994)
 LZ0273
 LZ0273                         *CURRENT SURVEY CONTROL
 LZ0273  ___________________________________________________________________
 LZ0273* NAD 83(1986)-  41 09 14.     (N)    076 53 00.     (W)     SCALED    
 LZ0273* NAVD 88     -       149.188  (meters)     489.46   (feet)  ADJUSTED  
 LZ0273  ___________________________________________________________________
 LZ0273  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 LZ0273  DYNAMIC HT  -         149.122 (meters)     489.24  (feet)  COMP
 LZ0273  MODELED GRAV-     980,181.5   (mgal)                       NAVD 88
 LZ0273
 LZ0273  VERT ORDER  -  FIRST     CLASS II
 LZ0273
 LZ0273.The horizontal coordinates were scaled from a topographic map and have
 LZ0273.an estimated accuracy of +/- 6 seconds.
 LZ0273
 LZ0273.The orthometric height was determined by differential leveling
 LZ0273.and adjusted by the National Geodetic Survey in June 1991..
 LZ0273
 LZ0273.The geoid height was determined by GEOID03.
 LZ0273
 LZ0273.The dynamic height is computed by dividing the NAVD 88
 LZ0273.geopotential number by the normal gravity value computed on the
 LZ0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0273.degrees latitude (g = 980.6199 gals.).
 LZ0273
 LZ0273.The modeled gravity was interpolated from observed gravity values.
 LZ0273
 LZ0273;                    North         East    Units  Estimated Accuracy
 LZ0273;SPC PA N     -   110,000.      672,740.      MT  (+/- 180 meters Scaled)
 LZ0273
 LZ0273                          SUPERSEDED SURVEY CONTROL
 LZ0273
 LZ0273  NGVD 29 (??/??/92)  149.406  (m)          490.18   (f) ADJ UNCH    1 2
 LZ0273
 LZ0273.Superseded values are not recommended for survey control.
 LZ0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0273.See file dsdata.txt to determine how the superseded data were derived.
 LZ0273
 LZ0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL419575(NAD 83)
 LZ0273_MARKER: B = BOLT
 LZ0273_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0273_SP_SET: ABUTMENT CAPSTONE
 LZ0273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0273
 LZ0273  HISTORY     - Date     Condition        Report By
 LZ0273  HISTORY     - UNK      MONUMENTED       PRR
 LZ0273  HISTORY     - 1941     GOOD             NGS
 LZ0273
 LZ0273                          STATION DESCRIPTION
 LZ0273
 LZ0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LZ0273'1.3 MI S FROM MONTGOMERY.
 LZ0273'IN NORTHCUMBERLAND COUNTY, ABOUT 1.3 MILES SOUTH ALONG THE
 LZ0273'PENNSYLVANIA RAILROAD FROM THE STATION AT MONTGOMERY, LYCOMING
 LZ0273'COUNTY, AT THE BRIDGE OVER THE WEST BRANCH OF SUSQUEHANNA RIVER,
 LZ0273'IN THE CENTER OF THE CAPSTONE AT THE NORTHEAST END OF THE
 LZ0273'SOUTHEAST ABUTMENT, AND 14.5 FEET NORTHEAST OF THE NORTHEAST RAIL
 LZ0273'OF THE NORTH-BOUND TRACK.  A COPPER BOLT, MARKED BM 28.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY2948 ***********************************************************************
 KY2948  DESIGNATION -  28 DV
 KY2948  PID         -  KY2948
 KY2948  STATE/COUNTY-  PA/BEAVER
 KY2948  USGS QUAD   -  EAST LIVERPOOL NORTH (1994)
 KY2948
 KY2948                         *CURRENT SURVEY CONTROL
 KY2948  ___________________________________________________________________
 KY2948* NAD 83(1986)-  40 38 48.     (N)    080 30 04.     (W)     SCALED    
 KY2948* NAVD 88     -       209.496  (meters)     687.32   (feet)  ADJUSTED  
 KY2948  ___________________________________________________________________
 KY2948  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 KY2948  DYNAMIC HT  -         209.387 (meters)     686.96  (feet)  COMP
 KY2948  MODELED GRAV-     980,099.5   (mgal)                       NAVD 88
 KY2948
 KY2948  VERT ORDER  -  FIRST     CLASS II
 KY2948
 KY2948.The horizontal coordinates were scaled from a topographic map and have
 KY2948.an estimated accuracy of +/- 6 seconds.
 KY2948
 KY2948.The orthometric height was determined by differential leveling
 KY2948.and adjusted by the National Geodetic Survey in June 1991..
 KY2948
 KY2948.The geoid height was determined by GEOID03.
 KY2948
 KY2948.The dynamic height is computed by dividing the NAVD 88
 KY2948.geopotential number by the normal gravity value computed on the
 KY2948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2948.degrees latitude (g = 980.6199 gals.).
 KY2948
 KY2948.The modeled gravity was interpolated from observed gravity values.
 KY2948
 KY2948;                    North         East    Units  Estimated Accuracy
 KY2948;SPC PA S     -   149,450.      367,350.      MT  (+/- 180 meters Scaled)
 KY2948
 KY2948                          SUPERSEDED SURVEY CONTROL
 KY2948
 KY2948.No superseded survey control is available for this station.
 KY2948
 KY2948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE421996(NAD 83)
 KY2948_MARKER: DD = SURVEY DISK
 KY2948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY2948_SP_SET: CONCRETE POST
 KY2948_STAMPING: 28 DV 1952 688
 KY2948_MARK LOGO: USGS  
 KY2948_PROJECTION: PROJECTING 6 CENTIMETERS
 KY2948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY2948+STABILITY: SURFACE MOTION
 KY2948
 KY2948  HISTORY     - Date     Condition        Report By
 KY2948  HISTORY     - 1952     MONUMENTED       USGS
 KY2948  HISTORY     - 1983     GOOD             NGS
 KY2948
 KY2948                          STATION DESCRIPTION
 KY2948
 KY2948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2948'4.5 KM (2.8 MI) WEST FROM MIDLAND.
 KY2948'4.5 KM (2.8 MI) WEST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE IN
 KY2948'MIDLAND TO THE MARK ON THE LEFT, ON THE SOUTH BANK OF THE OHIO RIVER,
 KY2948'1.7 KM (1.05 MI) EAST OF THE OHIO STATE LINE, BETWEEN TWO STONE SLABS
 KY2948'(DIMENSIONS ARE 1 FOOT BY 6 INCHES BY 2.7 FEET HIGH), 65.84 METERS
 KY2948'(216.0 FT) SOUTH OF THE CENTER OF A GRAVEL ROAD ON THE SOUTH SIDE OF
 KY2948'THE CONRAIL RAILROAD, 21.03 METERS (69.0 FT) SOUTHEAST OF A UTILITY
 KY2948'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1533 ***********************************************************************
 KX1533  DESIGNATION -  28 L
 KX1533  PID         -  KX1533
 KX1533  STATE/COUNTY-  PA/WESTMORELAND
 KX1533  USGS QUAD   -  FREEPORT (1993)
 KX1533
 KX1533                         *CURRENT SURVEY CONTROL
 KX1533  ___________________________________________________________________
 KX1533* NAD 83(1986)-  40 39 54.     (N)    079 41 32.     (W)     SCALED    
 KX1533* NAVD 88     -       239.875  (meters)     786.99   (feet)  ADJUSTED  
 KX1533  ___________________________________________________________________
 KX1533  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 KX1533  DYNAMIC HT  -         239.757 (meters)     786.60  (feet)  COMP
 KX1533  MODELED GRAV-     980,125.4   (mgal)                       NAVD 88
 KX1533
 KX1533  VERT ORDER  -  FIRST     CLASS II
 KX1533
 KX1533.The horizontal coordinates were scaled from a topographic map and have
 KX1533.an estimated accuracy of +/- 6 seconds.
 KX1533
 KX1533.The orthometric height was determined by differential leveling
 KX1533.and adjusted by the National Geodetic Survey in June 1991..
 KX1533
 KX1533.The geoid height was determined by GEOID03.
 KX1533
 KX1533.The dynamic height is computed by dividing the NAVD 88
 KX1533.geopotential number by the normal gravity value computed on the
 KX1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1533.degrees latitude (g = 980.6199 gals.).
 KX1533
 KX1533.The modeled gravity was interpolated from observed gravity values.
 KX1533
 KX1533;                    North         East    Units  Estimated Accuracy
 KX1533;SPC PA S     -   149,670.      435,790.      MT  (+/- 180 meters Scaled)
 KX1533
 KX1533                          SUPERSEDED SURVEY CONTROL
 KX1533
 KX1533  NGVD 29 (??/??/92)  240.053  (m)          787.57   (f) ADJ UNCH    1 2
 KX1533
 KX1533.Superseded values are not recommended for survey control.
 KX1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1533.See file dsdata.txt to determine how the superseded data were derived.
 KX1533
 KX1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF105023(NAD 83)
 KX1533_MARKER: B = BOLT
 KX1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1533_STAMPING: 28 L USED
 KX1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1533+STABILITY: SURFACE MOTION
 KX1533
 KX1533  HISTORY     - Date     Condition        Report By
 KX1533  HISTORY     - UNK      MONUMENTED       DOD
 KX1533  HISTORY     - 1941     GOOD             NGS
 KX1533
 KX1533                          STATION DESCRIPTION
 KX1533
 KX1533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1533'3 MI SW FROM SCHENLEY.
 KX1533'IN WESTMORELAND COUNTY, ABOUT 3 MILES SOUTHWEST ALONG THE
 KX1533'PENNSYLVANIA RAILROAD FROM SCHENLEY, ARMSTRONG COUNTY, 0.2 MILE
 KX1533'DOWNSTREAM FROM THE FREEPORT BRIDGE OVER ALLEGHENY RIVER, 700
 KX1533'FEET UPSTREAM FROM MILEPOST 27, 22.2 FEET LANDWARD OF THE LAND
 KX1533'RAIL, 14 FEET RIVERWARD OF A FENCE CORNER, AND ABOUT 6 INCHES
 KX1533'UNDER GROUND.  A COPPER BOLT, STAMPED 28 L USED AND SET IN THE
 KX1533'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1613 ***********************************************************************
 KX1613  DESIGNATION -  281.15
 KX1613  PID         -  KX1613
 KX1613  STATE/COUNTY-  PA/BUTLER
 KX1613  USGS QUAD   -  SAXONBURG (1977)
 KX1613
 KX1613                         *CURRENT SURVEY CONTROL
 KX1613  ___________________________________________________________________
 KX1613* NAD 83(1986)-  40 52 05.     (N)    079 48 07.     (W)     SCALED    
 KX1613* NAVD 88     -       336.387  (meters)    1103.63   (feet)  ADJUSTED  
 KX1613  ___________________________________________________________________
 KX1613  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 KX1613  DYNAMIC HT  -         336.219 (meters)    1103.08  (feet)  COMP
 KX1613  MODELED GRAV-     980,114.7   (mgal)                       NAVD 88
 KX1613
 KX1613  VERT ORDER  -  FIRST     CLASS II
 KX1613
 KX1613.The horizontal coordinates were scaled from a topographic map and have
 KX1613.an estimated accuracy of +/- 6 seconds.
 KX1613
 KX1613.The orthometric height was determined by differential leveling
 KX1613.and adjusted by the National Geodetic Survey in June 1991..
 KX1613
 KX1613.The geoid height was determined by GEOID03.
 KX1613
 KX1613.The dynamic height is computed by dividing the NAVD 88
 KX1613.geopotential number by the normal gravity value computed on the
 KX1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1613.degrees latitude (g = 980.6199 gals.).
 KX1613
 KX1613.The modeled gravity was interpolated from observed gravity values.
 KX1613
 KX1613;                    North         East    Units  Estimated Accuracy
 KX1613;SPC PA S     -   172,420.      427,030.      MT  (+/- 180 meters Scaled)
 KX1613
 KX1613                          SUPERSEDED SURVEY CONTROL
 KX1613
 KX1613  NGVD 29 (06/03/92)  336.538  (m)         1104.13   (f) ADJUSTED    1 2
 KX1613
 KX1613.Superseded values are not recommended for survey control.
 KX1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1613.See file dsdata.txt to determine how the superseded data were derived.
 KX1613
 KX1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF009248(NAD 83)
 KX1613_MARKER: Z = SEE DESCRIPTION
 KX1613_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1613_SP_SET: ABUTMENT
 KX1613_MARK LOGO: BRPRR 
 KX1613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1613
 KX1613  HISTORY     - Date     Condition        Report By
 KX1613  HISTORY     - 1920     MONUMENTED       BRPRR
 KX1613  HISTORY     - 1952     GOOD             NGS
 KX1613  HISTORY     - 1983     GOOD             NGS
 KX1613
 KX1613                          STATION DESCRIPTION
 KX1613
 KX1613'DESCRIBED BY BUFFALO ROCHESTER PITTSBURG RAILROAD 1920
 KX1613'0.5 MI SW FROM CARBON CENTER.
 KX1613'ABOUT 0.5 MILES SOUTHWEST OF CARBON CENTER BRIDGE 281.15 ON
 KX1613'BACKWALL OF NORTH ABUTMENT ON LEFT SIDE OF TRACK 14827+98.5.
 KX1613'A.B.R. AND P. RY. STANDARD PLUG.
 KX1613
 KX1613                          STATION RECOVERY (1952)
 KX1613
 KX1613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 KX1613'RECOVERED IN GOOD CONDITION.
 KX1613
 KX1613                          STATION RECOVERY (1983)
 KX1613
 KX1613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1615 ***********************************************************************
 KX1615  DESIGNATION -  283.79
 KX1615  PID         -  KX1615
 KX1615  STATE/COUNTY-  PA/BUTLER
 KX1615  USGS QUAD   -  EAST BUTLER (1993)
 KX1615
 KX1615                         *CURRENT SURVEY CONTROL
 KX1615  ___________________________________________________________________
 KX1615* NAD 83(1986)-  40 52 31.     (N)    079 50 43.     (W)     SCALED    
 KX1615* NAVD 88     -       314.358  (meters)    1031.36   (feet)  ADJUSTED  
 KX1615  ___________________________________________________________________
 KX1615  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 KX1615  DYNAMIC HT  -         314.199 (meters)    1030.83  (feet)  COMP
 KX1615  MODELED GRAV-     980,113.0   (mgal)                       NAVD 88
 KX1615
 KX1615  VERT ORDER  -  FIRST     CLASS II
 KX1615
 KX1615.The horizontal coordinates were scaled from a topographic map and have
 KX1615.an estimated accuracy of +/- 6 seconds.
 KX1615
 KX1615.The orthometric height was determined by differential leveling
 KX1615.and adjusted by the National Geodetic Survey in June 1991..
 KX1615
 KX1615.The geoid height was determined by GEOID03.
 KX1615
 KX1615.The dynamic height is computed by dividing the NAVD 88
 KX1615.geopotential number by the normal gravity value computed on the
 KX1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1615.degrees latitude (g = 980.6199 gals.).
 KX1615
 KX1615.The modeled gravity was interpolated from observed gravity values.
 KX1615
 KX1615;                    North         East    Units  Estimated Accuracy
 KX1615;SPC PA S     -   173,310.      423,400.      MT  (+/- 180 meters Scaled)
 KX1615
 KX1615                          SUPERSEDED SURVEY CONTROL
 KX1615
 KX1615  NGVD 29 (06/03/92)  314.505  (m)         1031.84   (f) ADJUSTED    1 2
 KX1615
 KX1615.Superseded values are not recommended for survey control.
 KX1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1615.See file dsdata.txt to determine how the superseded data were derived.
 KX1615
 KX1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF972255(NAD 83)
 KX1615_MARKER: DD = SURVEY DISK
 KX1615_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1615_SP_SET: ABUTMENT
 KX1615_MARK LOGO: BRPRR 
 KX1615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1615
 KX1615  HISTORY     - Date     Condition        Report By
 KX1615  HISTORY     - UNK      MONUMENTED       BRPRR
 KX1615  HISTORY     - 1967     GOOD             NGS
 KX1615  HISTORY     - 1973     GOOD             PADT
 KX1615  HISTORY     - 1983     GOOD             NGS
 KX1615
 KX1615                          STATION DESCRIPTION
 KX1615
 KX1615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX1615'0.2 MI N FROM EAST BUTLER.
 KX1615'BRIDGE 283.79 ON NORTH ABUTMENT EAST SIDE OF TRACK FIRST STONE
 KX1615'DOWN.  TO LEFT OF 14967+50.0.  A.B.R. AND P. RY. STANDARD PLUG.
 KX1615
 KX1615                          STATION RECOVERY (1973)
 KX1615
 KX1615'RECOVERY NOTE BY PA DEPT OF TRANSP 1973
 KX1615'RECOVERED IN GOOD CONDITION.
 KX1615
 KX1615                          STATION RECOVERY (1983)
 KX1615
 KX1615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1366 ***********************************************************************
 KX1366  DESIGNATION -  284
 KX1366  PID         -  KX1366
 KX1366  STATE/COUNTY-  PA/ALLEGHENY
 KX1366  USGS QUAD   -  MC KEESPORT (1993)
 KX1366
 KX1366                         *CURRENT SURVEY CONTROL
 KX1366  ___________________________________________________________________
 KX1366* NAD 83(1986)-  40 20 54.     (N)    079 51 53.     (W)     SCALED    
 KX1366* NAVD 88     -       228.840  (meters)     750.79   (feet)  ADJUSTED  
 KX1366  ___________________________________________________________________
 KX1366  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 KX1366  DYNAMIC HT  -         228.722 (meters)     750.40  (feet)  COMP
 KX1366  MODELED GRAV-     980,103.4   (mgal)                       NAVD 88
 KX1366
 KX1366  VERT ORDER  -  FIRST     CLASS II
 KX1366
 KX1366.The horizontal coordinates were scaled from a topographic map and have
 KX1366.an estimated accuracy of +/- 6 seconds.
 KX1366
 KX1366.The orthometric height was determined by differential leveling
 KX1366.and adjusted by the National Geodetic Survey in June 1991..
 KX1366
 KX1366.The geoid height was determined by GEOID03.
 KX1366
 KX1366.The dynamic height is computed by dividing the NAVD 88
 KX1366.geopotential number by the normal gravity value computed on the
 KX1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1366.degrees latitude (g = 980.6199 gals.).
 KX1366
 KX1366.The modeled gravity was interpolated from observed gravity values.
 KX1366
 KX1366;                    North         East    Units  Estimated Accuracy
 KX1366;SPC PA S     -   114,850.      420,360.      MT  (+/- 180 meters Scaled)
 KX1366
 KX1366                          SUPERSEDED SURVEY CONTROL
 KX1366
 KX1366  NGVD 29 (??/??/92)  229.016  (m)          751.36   (f) ADJ UNCH    1 2
 KX1366
 KX1366.Superseded values are not recommended for survey control.
 KX1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1366.See file dsdata.txt to determine how the superseded data were derived.
 KX1366
 KX1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE964670(NAD 83)
 KX1366_MARKER: X = CHISELED CROSS
 KX1366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1366_SP_SET: RAIL SECTION
 KX1366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1366
 KX1366  HISTORY     - Date     Condition        Report By
 KX1366  HISTORY     - UNK      MONUMENTED       BORR
 KX1366  HISTORY     - 1941     GOOD             NGS
 KX1366
 KX1366                          STATION DESCRIPTION
 KX1366
 KX1366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1366'0.6 MI SE FROM MC KEESPORT.
 KX1366'0.6 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KX1366'THE STATION AT MC KEESPORT, ALLEGHENY COUNTY, 17.5 FEET SOUTHEAST
 KX1366'OF MILEPOST 313, 7.5 FEET NORTH OF THE CENTERLINE OF KELLEY
 KX1366'ALLEY, AND MIDWAY BETWEEN THE TRACKS.  A CROSS ON THE TOP OF
 KX1366'A SECTION OF RAIL SET VERTICALLY IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1825 ***********************************************************************
 KW1825  DESIGNATION -  28.50 PRR
 KW1825  PID         -  KW1825
 KW1825  STATE/COUNTY-  PA/CUMBERLAND
 KW1825  USGS QUAD   -  PLAINFIELD (1975)
 KW1825
 KW1825                         *CURRENT SURVEY CONTROL
 KW1825  ___________________________________________________________________
 KW1825* NAD 83(1986)-  40 10 07.     (N)    077 22 20.     (W)     SCALED    
 KW1825* NAVD 88     -       165.547  (meters)     543.13   (feet)  ADJUSTED  
 KW1825  ___________________________________________________________________
 KW1825  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KW1825  DYNAMIC HT  -         165.459 (meters)     542.84  (feet)  COMP
 KW1825  MODELED GRAV-     980,094.1   (mgal)                       NAVD 88
 KW1825
 KW1825  VERT ORDER  -  FIRST     CLASS II
 KW1825
 KW1825.The horizontal coordinates were scaled from a topographic map and have
 KW1825.an estimated accuracy of +/- 6 seconds.
 KW1825
 KW1825.The orthometric height was determined by differential leveling
 KW1825.and adjusted by the National Geodetic Survey in June 1991..
 KW1825
 KW1825.The geoid height was determined by GEOID03.
 KW1825
 KW1825.The dynamic height is computed by dividing the NAVD 88
 KW1825.geopotential number by the normal gravity value computed on the
 KW1825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1825.degrees latitude (g = 980.6199 gals.).
 KW1825
 KW1825.The modeled gravity was interpolated from observed gravity values.
 KW1825
 KW1825;                    North         East    Units  Estimated Accuracy
 KW1825;SPC PA S     -    92,810.      632,180.      MT  (+/- 180 meters Scaled)
 KW1825
 KW1825                          SUPERSEDED SURVEY CONTROL
 KW1825
 KW1825  NGVD 29 (??/??/??)  165.754  (m)          543.81   (f) ADJUSTED    1 2
 KW1825
 KW1825.Superseded values are not recommended for survey control.
 KW1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1825.See file dsdata.txt to determine how the superseded data were derived.
 KW1825
 KW1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK979491(NAD 83)
 KW1825_MARKER: B = BOLT
 KW1825_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1825_SP_SET: BRIDGE
 KW1825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1825
 KW1825  HISTORY     - Date     Condition        Report By
 KW1825  HISTORY     - UNK      MONUMENTED       PRR
 KW1825  HISTORY     - 1934     GOOD             CGS
 KW1825  HISTORY     - 20051104 MARK NOT FOUND   GEOCAC
 KW1825
 KW1825                          STATION DESCRIPTION
 KW1825
 KW1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1825'1.5 MI E FROM NEWVILLE.
 KW1825'1.5 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KW1825'AT NEWVILLE, CUMBERLAND COUNTY, AT BRIDGE 28.50 OVER A DIRT ROAD,
 KW1825'IN THE TOP OF THE NORTH WALL, AND DIRECTLY OVER 1911 CAST IN
 KW1825'CONCRETE AT THE TOP OF THE ARCH.  A BRASS BOLT.
 KW1825
 KW1825                          STATION RECOVERY (2005)
 KW1825
 KW1825'RECOVERY NOTE BY GEOCACHING 2005 (EK)
 KW1825'BRIDGE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1616 ***********************************************************************
 KX1616  DESIGNATION -  285.65
 KX1616  PID         -  KX1616
 KX1616  STATE/COUNTY-  PA/BUTLER
 KX1616  USGS QUAD   -  BUTLER (1977)
 KX1616
 KX1616                         *CURRENT SURVEY CONTROL
 KX1616  ___________________________________________________________________
 KX1616* NAD 83(1986)-  40 52 13.     (N)    079 52 31.     (W)     SCALED    
 KX1616* NAVD 88     -       306.679  (meters)    1006.16   (feet)  POSTED    
 KX1616  ___________________________________________________________________
 KX1616  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KX1616  DYNAMIC HT  -         306.520 (meters)    1005.64  (feet)  COMP
 KX1616  MODELED GRAV-     980,111.1   (mgal)                       NAVD 88
 KX1616
 KX1616  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KX1616
 KX1616.The horizontal coordinates were scaled from a topographic map and have
 KX1616.an estimated accuracy of +/- 6 seconds.
 KX1616
 KX1616.The orthometric height was determined by differential leveling
 KX1616.and adjusted by the National Geodetic Survey in 1992..
 KX1616.No vertical observational check was made to the station.
 KX1616.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KX1616.was located on a no-check spur therefore a value was not computed.
 KX1616
 KX1616.The geoid height was determined by GEOID03.
 KX1616
 KX1616.The dynamic height is computed by dividing the NAVD 88
 KX1616.geopotential number by the normal gravity value computed on the
 KX1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1616.degrees latitude (g = 980.6199 gals.).
 KX1616
 KX1616.The modeled gravity was interpolated from observed gravity values.
 KX1616
 KX1616;                    North         East    Units  Estimated Accuracy
 KX1616;SPC PA S     -   172,810.      420,860.      MT  (+/- 180 meters Scaled)
 KX1616
 KX1616                          SUPERSEDED SURVEY CONTROL
 KX1616
 KX1616  NGVD 29 (??/??/92)  306.821  (m)         1006.63   (f) ADJ UNCH    1 2
 KX1616
 KX1616.Superseded values are not recommended for survey control.
 KX1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1616.See file dsdata.txt to determine how the superseded data were derived.
 KX1616
 KX1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF947249(NAD 83)
 KX1616_MARKER: Z = SEE DESCRIPTION
 KX1616_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1616_SP_SET: ABUTMENT
 KX1616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1616
 KX1616  HISTORY     - Date     Condition        Report By
 KX1616  HISTORY     - 1920     MONUMENTED       BORR
 KX1616
 KX1616                          STATION DESCRIPTION
 KX1616
 KX1616'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1920
 KX1616'AT EAST BUTLER.
 KX1616'AT BUTLER BRIDGE 285+65 ON BRIDGE WEST OF NORTH ABUTMENT ON LEFT
 KX1616'SIDE OF TRACK 19+25.0.  A.B.R. AND P. RY. STANDARD PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0451 ***********************************************************************
 LZ0451  DESIGNATION -  2+87
 LZ0451  PID         -  LZ0451
 LZ0451  STATE/COUNTY-  PA/SULLIVAN
 LZ0451  USGS QUAD   -  SONESTOWN (1981)
 LZ0451
 LZ0451                         *CURRENT SURVEY CONTROL
 LZ0451  ___________________________________________________________________
 LZ0451* NAD 83(1986)-  41 22 18.     (N)    076 36 32.     (W)     SCALED    
 LZ0451* NAVD 88     -       449.832  (meters)    1475.82   (feet)  ADJUSTED  
 LZ0451  ___________________________________________________________________
 LZ0451  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 LZ0451  DYNAMIC HT  -         449.629 (meters)    1475.16  (feet)  COMP
 LZ0451  MODELED GRAV-     980,159.1   (mgal)                       NAVD 88
 LZ0451
 LZ0451  VERT ORDER  -  SECOND    CLASS 0
 LZ0451
 LZ0451.The horizontal coordinates were scaled from a topographic map and have
 LZ0451.an estimated accuracy of +/- 6 seconds.
 LZ0451
 LZ0451.The orthometric height was determined by differential leveling
 LZ0451.and adjusted by the National Geodetic Survey in June 1991..
 LZ0451
 LZ0451.The geoid height was determined by GEOID03.
 LZ0451
 LZ0451.The dynamic height is computed by dividing the NAVD 88
 LZ0451.geopotential number by the normal gravity value computed on the
 LZ0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0451.degrees latitude (g = 980.6199 gals.).
 LZ0451
 LZ0451.The modeled gravity was interpolated from observed gravity values.
 LZ0451
 LZ0451;                    North         East    Units  Estimated Accuracy
 LZ0451;SPC PA N     -   134,450.      695,460.      MT  (+/- 180 meters Scaled)
 LZ0451
 LZ0451                          SUPERSEDED SURVEY CONTROL
 LZ0451
 LZ0451  NGVD 29 (??/??/92)  450.008  (m)         1476.40   (f) ADJ UNCH    2 0
 LZ0451
 LZ0451.Superseded values are not recommended for survey control.
 LZ0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0451.See file dsdata.txt to determine how the superseded data were derived.
 LZ0451
 LZ0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL654812(NAD 83)
 LZ0451_MARKER: DD = SURVEY DISK
 LZ0451_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0451_SP_SET: BRIDGE
 LZ0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0451
 LZ0451  HISTORY     - Date     Condition        Report By
 LZ0451  HISTORY     - UNK      MONUMENTED       PADH
 LZ0451  HISTORY     - 1935     GOOD             NGS
 LZ0451
 LZ0451                          STATION DESCRIPTION
 LZ0451
 LZ0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ0451'2.5 MI N FROM MUNCY VALLEY.
 LZ0451'2.5 MILES NORTH ALONG STATE HIGHWAY 42 FROM THE JUNCTION OF
 LZ0451'U.S. HIGHWAY 220 AT MUNCY VALLEY, SULLIVAN COUNTY, AT STATION
 LZ0451'2+87, AT AN 8-FOOT CONCRETE BRIDGE OVER TROUT RUN, IN THE TOP
 LZ0451'OF THE NORTHWEST WING WALL, 18 FEET WEST OF THE CENTER LINE OF
 LZ0451'THE HIGHWAY, AND LEVEL WITH THE GRADE.  A PENNSYLVANIA DEPARTMENT
 LZ0451'OF HIGHWAYS STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0171 ***********************************************************************
 MA0171  DESIGNATION -  29
 MA0171  PID         -  MA0171
 MA0171  STATE/COUNTY-  PA/CAMERON
 MA0171  USGS QUAD   -  DRIFTWOOD (1988)
 MA0171
 MA0171                         *CURRENT SURVEY CONTROL
 MA0171  ___________________________________________________________________
 MA0171* NAD 83(1986)-  41 20 14.     (N)    078 08 01.     (W)     SCALED    
 MA0171* NAVD 88     -       246.020  (meters)     807.15   (feet)  ADJUSTED  
 MA0171  ___________________________________________________________________
 MA0171  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 MA0171  DYNAMIC HT  -         245.912 (meters)     806.80  (feet)  COMP
 MA0171  MODELED GRAV-     980,176.8   (mgal)                       NAVD 88
 MA0171
 MA0171  VERT ORDER  -  SECOND    CLASS 0
 MA0171
 MA0171.The horizontal coordinates were scaled from a topographic map and have
 MA0171.an estimated accuracy of +/- 6 seconds.
 MA0171
 MA0171.The orthometric height was determined by differential leveling
 MA0171.and adjusted by the National Geodetic Survey in June 1991..
 MA0171
 MA0171.The geoid height was determined by GEOID03.
 MA0171
 MA0171.The dynamic height is computed by dividing the NAVD 88
 MA0171.geopotential number by the normal gravity value computed on the
 MA0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0171.degrees latitude (g = 980.6199 gals.).
 MA0171
 MA0171.The modeled gravity was interpolated from observed gravity values.
 MA0171
 MA0171;                    North         East    Units  Estimated Accuracy
 MA0171;SPC PA N     -   130,070.      567,890.      MT  (+/- 180 meters Scaled)
 MA0171
 MA0171                          SUPERSEDED SURVEY CONTROL
 MA0171
 MA0171  NGVD 29 (??/??/92)  246.192  (m)          807.71   (f) ADJ UNCH    2 0
 MA0171
 MA0171.Superseded values are not recommended for survey control.
 MA0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0171.See file dsdata.txt to determine how the superseded data were derived.
 MA0171
 MA0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF398801(NAD 83)
 MA0171_MARKER: B = BOLT
 MA0171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0171_SP_SET: BRIDGE SEAT
 MA0171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0171
 MA0171  HISTORY     - Date     Condition        Report By
 MA0171  HISTORY     - UNK      MONUMENTED       PRR
 MA0171  HISTORY     - 1934     GOOD             NGS
 MA0171
 MA0171                          STATION DESCRIPTION
 MA0171
 MA0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0171'AT DRIFTWOOD.
 MA0171'AT DRIFTWOOD, CAMERON COUNTY, ABOUT 300 FEET WEST OF THE
 MA0171'PENNSYLVANIA RAILROAD STATION, ABOUT 0.9 MILE EAST OF MILEPOST
 MA0171'1, AT BRIDGE 109.79, IN THE TOP OF THE SOUTH END OF THE EAST
 MA0171'BRIDGE SEAT, 14 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 MA0171'AND ABOUT 4-1/2 FEET LOWER THAN THE TOP OF THE RAIL.  A COPPER
 MA0171'BOLT, MARKED BY THE CHISELED LETTERS BM 29.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0327 ***********************************************************************
 KX0327  DESIGNATION -  29
 KX0327  PID         -  KX0327
 KX0327  STATE/COUNTY-  PA/BEDFORD
 KX0327  USGS QUAD   -  EVERETT WEST (1987)
 KX0327
 KX0327                         *CURRENT SURVEY CONTROL
 KX0327  ___________________________________________________________________
 KX0327* NAD 83(1986)-  40 03 38.     (N)    078 28 23.     (W)     SCALED    
 KX0327* NAVD 88     -       323.737  (meters)    1062.13   (feet)  ADJUSTED  
 KX0327  ___________________________________________________________________
 KX0327  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KX0327  DYNAMIC HT  -         323.556 (meters)    1061.53  (feet)  COMP
 KX0327  MODELED GRAV-     980,057.0   (mgal)                       NAVD 88
 KX0327
 KX0327  VERT ORDER  -  SECOND    CLASS 0
 KX0327
 KX0327.The horizontal coordinates were scaled from a topographic map and have
 KX0327.an estimated accuracy of +/- 6 seconds.
 KX0327
 KX0327.The orthometric height was determined by differential leveling
 KX0327.and adjusted by the National Geodetic Survey in June 1991..
 KX0327
 KX0327.The geoid height was determined by GEOID03.
 KX0327
 KX0327.The dynamic height is computed by dividing the NAVD 88
 KX0327.geopotential number by the normal gravity value computed on the
 KX0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0327.degrees latitude (g = 980.6199 gals.).
 KX0327
 KX0327.The modeled gravity was interpolated from observed gravity values.
 KX0327
 KX0327;                    North         East    Units  Estimated Accuracy
 KX0327;SPC PA S     -    81,000.      538,310.      MT  (+/- 180 meters Scaled)
 KX0327
 KX0327                          SUPERSEDED SURVEY CONTROL
 KX0327
 KX0327  NGVD 29 (??/??/92)  323.896  (m)         1062.65   (f) ADJ UNCH    2 0
 KX0327
 KX0327.Superseded values are not recommended for survey control.
 KX0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0327.See file dsdata.txt to determine how the superseded data were derived.
 KX0327
 KX0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE155375(NAD 83)
 KX0327_MARKER: B = BOLT
 KX0327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0327_SP_SET: CULVERT
 KX0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0327
 KX0327  HISTORY     - Date     Condition        Report By
 KX0327  HISTORY     - UNK      MONUMENTED       PRR
 KX0327  HISTORY     - 1935     GOOD             NGS
 KX0327
 KX0327                          STATION DESCRIPTION
 KX0327
 KX0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0327'4.2 MI N FROM BEDFORD.
 KX0327'4.2 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0327'AT BEDFORD, BEDFORD COUNTY, 50 FEET SOUTH OF THE STATION AT
 KX0327'YOUNTS, AT A CONCRETE CULVERT, IN THE TOP OF THE CENTER OF THE
 KX0327'EAST COPING, AND 18 FEET EAST OF THE CENTER LINE OF THE TRACK.
 KX0327'A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0173 ***********************************************************************
 MA0173  DESIGNATION -  29 A
 MA0173  PID         -  MA0173
 MA0173  STATE/COUNTY-  PA/CAMERON
 MA0173  USGS QUAD   -  DRIFTWOOD (1988)
 MA0173
 MA0173                         *CURRENT SURVEY CONTROL
 MA0173  ___________________________________________________________________
 MA0173* NAD 83(1986)-  41 20 12.     (N)    078 08 04.     (W)     SCALED    
 MA0173* NAVD 88     -       247.241  (meters)     811.16   (feet)  ADJUSTED  
 MA0173  ___________________________________________________________________
 MA0173  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 MA0173  DYNAMIC HT  -         247.132 (meters)     810.80  (feet)  COMP
 MA0173  MODELED GRAV-     980,177.1   (mgal)                       NAVD 88
 MA0173
 MA0173  VERT ORDER  -  SECOND    CLASS 0
 MA0173
 MA0173.The horizontal coordinates were scaled from a topographic map and have
 MA0173.an estimated accuracy of +/- 6 seconds.
 MA0173
 MA0173.The orthometric height was determined by differential leveling
 MA0173.and adjusted by the National Geodetic Survey in June 1991..
 MA0173
 MA0173.The geoid height was determined by GEOID03.
 MA0173
 MA0173.The dynamic height is computed by dividing the NAVD 88
 MA0173.geopotential number by the normal gravity value computed on the
 MA0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0173.degrees latitude (g = 980.6199 gals.).
 MA0173
 MA0173.The modeled gravity was interpolated from observed gravity values.
 MA0173
 MA0173;                    North         East    Units  Estimated Accuracy
 MA0173;SPC PA N     -   130,000.      567,820.      MT  (+/- 180 meters Scaled)
 MA0173
 MA0173                          SUPERSEDED SURVEY CONTROL
 MA0173
 MA0173  NGVD 29 (??/??/92)  247.413  (m)          811.72   (f) ADJ UNCH    2 0
 MA0173
 MA0173.Superseded values are not recommended for survey control.
 MA0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0173.See file dsdata.txt to determine how the superseded data were derived.
 MA0173
 MA0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF397800(NAD 83)
 MA0173_MARKER: Q = CHISELED SQUARE
 MA0173_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0173_SP_SET: ABUTMENT
 MA0173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0173
 MA0173  HISTORY     - Date     Condition        Report By
 MA0173  HISTORY     - UNK      MONUMENTED       PRR
 MA0173  HISTORY     - 1934     GOOD             NGS
 MA0173
 MA0173                          STATION DESCRIPTION
 MA0173
 MA0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0173'AT DRIFTWOOD.
 MA0173'AT DRIFTWOOD, CAMERON COUNTY, ABOUT 600 FEET WEST OF THE
 MA0173'PENNSYLVANIA RAILROAD STATION, ABOUT 0.9 MILE EAST OF MILEPOST
 MA0173'1, AT BRIDGE 109.79, IN THE TOP OF THE SOUTH END OF THE WEST
 MA0173'ABUTMENT, 16-1/2 FEET SOUTH OF THE CENTER LINE OF THE
 MA0173'EAST-BOUND TRACK, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE
 MA0173'RAIL.  A COPPER BOLT IN A CHISELED SQUARE, MARKED BY THE CHISELED
 MA0173'LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0676 ***********************************************************************
 KX0676  DESIGNATION -  29 DRD
 KX0676  PID         -  KX0676
 KX0676  STATE/COUNTY-  PA/CLEARFIELD
 KX0676  USGS QUAD   -  MAHAFFEY (1959)
 KX0676
 KX0676                         *CURRENT SURVEY CONTROL
 KX0676  ___________________________________________________________________
 KX0676* NAD 83(1986)-  40 59 52.     (N)    078 37 51.     (W)     SCALED    
 KX0676* NAVD 88     -       559.659  (meters)    1836.15   (feet)  ADJUSTED  
 KX0676  ___________________________________________________________________
 KX0676  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KX0676  DYNAMIC HT  -         559.376 (meters)    1835.22  (feet)  COMP
 KX0676  MODELED GRAV-     980,098.9   (mgal)                       NAVD 88
 KX0676
 KX0676  VERT ORDER  -  FIRST     CLASS I
 KX0676
 KX0676.The horizontal coordinates were scaled from a topographic map and have
 KX0676.an estimated accuracy of +/- 6 seconds.
 KX0676
 KX0676.The orthometric height was determined by differential leveling
 KX0676.and adjusted by the National Geodetic Survey in June 1991..
 KX0676
 KX0676.The geoid height was determined by GEOID03.
 KX0676
 KX0676.The dynamic height is computed by dividing the NAVD 88
 KX0676.geopotential number by the normal gravity value computed on the
 KX0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0676.degrees latitude (g = 980.6199 gals.).
 KX0676
 KX0676.The modeled gravity was interpolated from observed gravity values.
 KX0676
 KX0676;                    North         East    Units  Estimated Accuracy
 KX0676;SPC PA N     -    92,680.      525,890.      MT  (+/- 180 meters Scaled)
 KX0676
 KX0676                          SUPERSEDED SURVEY CONTROL
 KX0676
 KX0676  NGVD 29 (??/??/92)  559.814  (m)         1836.66   (f) ADJ UNCH    1 1
 KX0676
 KX0676.Superseded values are not recommended for survey control.
 KX0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0676.See file dsdata.txt to determine how the superseded data were derived.
 KX0676
 KX0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF992412(NAD 83)
 KX0676_MARKER: DD = SURVEY DISK
 KX0676_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0676_SP_SET: CATCH BASIN
 KX0676_STAMPING: 29 DRD 1958 1837
 KX0676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0676
 KX0676  HISTORY     - Date     Condition        Report By
 KX0676  HISTORY     - 1958     MONUMENTED       USGS
 KX0676  HISTORY     - 1966     GOOD             NGS
 KX0676
 KX0676                          STATION DESCRIPTION
 KX0676
 KX0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0676'2.6 MI NW FROM GRAMPIAN.
 KX0676'2.55 MILES NORTHWEST ALONG U.S. HIGHWAY 322 FROM THE POST
 KX0676'OFFICE AT GRAMPIAN, ABOUT 115 YARDS NORTH OF THE CREST OF A
 KX0676'HILL, 18 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 KX0676'CENTYER OF THE TOP OF THE WEST CONCRETE WALL OF AN OPEN CATCH
 KX0676'BASIN, 76 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A 2-STORY
 KX0676'HOUSE, 56 FEET NORTHWEST OF A POWER POLE WHICH BEARS A LIGHT,
 KX0676'AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1532 ***********************************************************************
 KX1532  DESIGNATION -  29 L
 KX1532  PID         -  KX1532
 KX1532  STATE/COUNTY-  PA/WESTMORELAND
 KX1532  USGS QUAD   -  FREEPORT (1993)
 KX1532
 KX1532                         *CURRENT SURVEY CONTROL
 KX1532  ___________________________________________________________________
 KX1532* NAD 83(1986)-  40 40 13.     (N)    079 40 37.     (W)     SCALED    
 KX1532* NAVD 88     -       238.396  (meters)     782.14   (feet)  ADJUSTED  
 KX1532  ___________________________________________________________________
 KX1532  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KX1532  DYNAMIC HT  -         238.278 (meters)     781.75  (feet)  COMP
 KX1532  MODELED GRAV-     980,124.7   (mgal)                       NAVD 88
 KX1532
 KX1532  VERT ORDER  -  FIRST     CLASS II
 KX1532
 KX1532.The horizontal coordinates were scaled from a topographic map and have
 KX1532.an estimated accuracy of +/- 6 seconds.
 KX1532
 KX1532.The orthometric height was determined by differential leveling
 KX1532.and adjusted by the National Geodetic Survey in June 1991..
 KX1532
 KX1532.The geoid height was determined by GEOID03.
 KX1532
 KX1532.The dynamic height is computed by dividing the NAVD 88
 KX1532.geopotential number by the normal gravity value computed on the
 KX1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1532.degrees latitude (g = 980.6199 gals.).
 KX1532
 KX1532.The modeled gravity was interpolated from observed gravity values.
 KX1532
 KX1532;                    North         East    Units  Estimated Accuracy
 KX1532;SPC PA S     -   150,230.      437,090.      MT  (+/- 180 meters Scaled)
 KX1532
 KX1532                          SUPERSEDED SURVEY CONTROL
 KX1532
 KX1532  NGVD 29 (??/??/92)  238.574  (m)          782.72   (f) ADJ UNCH    1 2
 KX1532
 KX1532.Superseded values are not recommended for survey control.
 KX1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1532.See file dsdata.txt to determine how the superseded data were derived.
 KX1532
 KX1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF118029(NAD 83)
 KX1532_MARKER: B = BOLT
 KX1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1532_STAMPING: 29 L USED
 KX1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1532+STABILITY: SURFACE MOTION
 KX1532
 KX1532  HISTORY     - Date     Condition        Report By
 KX1532  HISTORY     - UNK      MONUMENTED       DOD
 KX1532  HISTORY     - 1941     MARK NOT FOUND   NGS
 KX1532  HISTORY     - 1953     MARK NOT FOUND   USGS
 KX1532
 KX1532                          STATION DESCRIPTION
 KX1532
 KX1532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1532'2 MI SW FROM SCHENLEY.
 KX1532'IN WESTMORELAND COUNTY, ABOUT 2 MILES SOUTHWEST ALONG THE
 KX1532'PENNSYLVANIA RAILROAD FROM SCHENLEY, ARMSTRONG COUNTY, 0.8 MILE
 KX1532'UPSTREAM FROM THE FREEPORT BRIDGE OVER ALLEGHENY RIVER, 90 FEET
 KX1532'DOWNSTREAM FROM A RAILROAD SIGNAL BLOCK, 152 FEET UPSTREAM FROM
 KX1532'MILEPOST 28, 28.7 FEET RIVERWARD OF THE RIVER RAIL, AND LEVEL
 KX1532'WITH THE TOP OF THE RAIL.  A COPPER BOLT, STAMPED 29 L USED AND
 KX1532'SET IN THE TOP OF A CONCRETE POST.
 KX1532
 KX1532                          STATION RECOVERY (1953)
 KX1532
 KX1532'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 KX1532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1673 ***********************************************************************
 KW1673  DESIGNATION -  29 PRR
 KW1673  PID         -  KW1673
 KW1673  STATE/COUNTY-  PA/SNYDER
 KW1673  USGS QUAD   -  MC CLURE (1978)
 KW1673
 KW1673                         *CURRENT SURVEY CONTROL
 KW1673  ___________________________________________________________________
 KW1673* NAD 83(1986)-  40 41 58.     (N)    077 19 59.     (W)     SCALED    
 KW1673* NAVD 88     -       220.184  (meters)     722.39   (feet)  ADJUSTED  
 KW1673  ___________________________________________________________________
 KW1673  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KW1673  DYNAMIC HT  -         220.079 (meters)     722.04  (feet)  COMP
 KW1673  MODELED GRAV-     980,144.3   (mgal)                       NAVD 88
 KW1673
 KW1673  VERT ORDER  -  SECOND    CLASS 0
 KW1673
 KW1673.The horizontal coordinates were scaled from a topographic map and have
 KW1673.an estimated accuracy of +/- 6 seconds.
 KW1673
 KW1673.The orthometric height was determined by differential leveling
 KW1673.and adjusted by the National Geodetic Survey in June 1991..
 KW1673.WARNING-Repeat measurements at this control monument indicate possible
 KW1673.vertical movement.
 KW1673
 KW1673.The geoid height was determined by GEOID03.
 KW1673
 KW1673.The dynamic height is computed by dividing the NAVD 88
 KW1673.geopotential number by the normal gravity value computed on the
 KW1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1673.degrees latitude (g = 980.6199 gals.).
 KW1673
 KW1673.The modeled gravity was interpolated from observed gravity values.
 KW1673
 KW1673;                    North         East    Units  Estimated Accuracy
 KW1673;SPC PA S     -   151,770.      635,240.      MT  (+/- 180 meters Scaled)
 KW1673
 KW1673                          SUPERSEDED SURVEY CONTROL
 KW1673
 KW1673  NGVD 29 (??/??/??)  220.403  (m)          723.11   (f) ADJUSTED    2 0
 KW1673
 KW1673.Superseded values are not recommended for survey control.
 KW1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1673.See file dsdata.txt to determine how the superseded data were derived.
 KW1673
 KW1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL028080(NAD 83)
 KW1673_MARKER: B = BOLT
 KW1673_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1673_SP_SET: PIER
 KW1673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1673
 KW1673  HISTORY     - Date     Condition        Report By
 KW1673  HISTORY     - UNK      MONUMENTED       PRR
 KW1673  HISTORY     - 1966     GOOD             CGS
 KW1673
 KW1673                          STATION DESCRIPTION
 KW1673
 KW1673'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1673'1.1 MI W FROM MC CLURE.
 KW1673'1.1 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM MC CLURE,
 KW1673'AT A TWO-SPAN STONE CULVERT, IN THE TOP OF THE SOUTH HEAD WALL
 KW1673'OVER THE CENTER PIER, 25 FEET SOUTH OF THE CENTER LINE OF THE
 KW1673'TRACK, AND 7.5 FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1060 ***********************************************************************
 KW1060  DESIGNATION -  296 USGS
 KW1060  PID         -  KW1060
 KW1060  STATE/COUNTY-  PA/YORK
 KW1060  USGS QUAD   -  COLUMBIA WEST (1990)
 KW1060
 KW1060                         *CURRENT SURVEY CONTROL
 KW1060  ___________________________________________________________________
 KW1060* NAD 83(1986)-  40 00 36.     (N)    076 33 24.     (W)     SCALED    
 KW1060* NAVD 88     -        90.306  (meters)     296.28   (feet)  ADJUSTED  
 KW1060  ___________________________________________________________________
 KW1060  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KW1060  DYNAMIC HT  -          90.259 (meters)     296.12  (feet)  COMP
 KW1060  MODELED GRAV-     980,106.0   (mgal)                       NAVD 88
 KW1060
 KW1060  VERT ORDER  -  SECOND    CLASS 0
 KW1060
 KW1060.The horizontal coordinates were scaled from a topographic map and have
 KW1060.an estimated accuracy of +/- 6 seconds.
 KW1060
 KW1060.The orthometric height was determined by differential leveling
 KW1060.and adjusted by the National Geodetic Survey in June 1991..
 KW1060
 KW1060.The geoid height was determined by GEOID03.
 KW1060
 KW1060.The dynamic height is computed by dividing the NAVD 88
 KW1060.geopotential number by the normal gravity value computed on the
 KW1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1060.degrees latitude (g = 980.6199 gals.).
 KW1060
 KW1060.The modeled gravity was interpolated from observed gravity values.
 KW1060
 KW1060;                    North         East    Units  Estimated Accuracy
 KW1060;SPC PA S     -    75,820.      701,880.      MT  (+/- 180 meters Scaled)
 KW1060
 KW1060                          SUPERSEDED SURVEY CONTROL
 KW1060
 KW1060  NGVD 29 (??/??/??)   90.561  (m)          297.12   (f) ADJUSTED    2 0
 KW1060
 KW1060.Superseded values are not recommended for survey control.
 KW1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1060.See file dsdata.txt to determine how the superseded data were derived.
 KW1060
 KW1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK671300(NAD 83)
 KW1060_MARKER: DD = SURVEY DISK
 KW1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1060_SP_SET: STONE
 KW1060_STAMPING: 296
 KW1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1060+STABILITY: SURFACE MOTION
 KW1060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1060+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2005
 KW1060
 KW1060  HISTORY     - Date     Condition        Report By
 KW1060  HISTORY     - UNK      MONUMENTED       USGS
 KW1060  HISTORY     - 1935     GOOD             CGS
 KW1060  HISTORY     - 20050110 GOOD             GEOCAC
 KW1060
 KW1060                          STATION DESCRIPTION
 KW1060
 KW1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW1060'2.2 MI W FROM WRIGHTSVILLE.
 KW1060'2.2 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1060'STATION AT WRIGHTSVILLE, NEAR THE WEST END OF COLUMBIA, IN
 KW1060'THE TOP OF A STONE ARCH, AND AT THE SOUTH SIDE OF THE TRACK.
 KW1060
 KW1060                          STATION RECOVERY (2005)
 KW1060
 KW1060'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW1060'RAILROAD TRACKS HAVE BEEN REMOVED BUT BRIDGE REMAINS. STATION IS 3
 KW1060'FEET FROM WEST END OF SOUTH ARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2497 ***********************************************************************
 KV2497  DESIGNATION -  29.81 PRR
 KV2497  PID         -  KV2497
 KV2497  STATE/COUNTY-  PA/CHESTER
 KV2497  USGS QUAD   -  DOWNINGTOWN (1983)
 KV2497
 KV2497                         *CURRENT SURVEY CONTROL
 KV2497  ___________________________________________________________________
 KV2497* NAD 83(1986)-  40 00 21.     (N)    075 39 47.     (W)     SCALED    
 KV2497* NAVD 88     -        97.607  (meters)     320.23   (feet)  ADJUSTED  
 KV2497  ___________________________________________________________________
 KV2497  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 KV2497  DYNAMIC HT  -          97.559 (meters)     320.07  (feet)  COMP
 KV2497  MODELED GRAV-     980,133.7   (mgal)                       NAVD 88
 KV2497
 KV2497  VERT ORDER  -  SECOND    CLASS 0
 KV2497
 KV2497.The horizontal coordinates were scaled from a topographic map and have
 KV2497.an estimated accuracy of +/- 6 seconds.
 KV2497
 KV2497.The orthometric height was determined by differential leveling
 KV2497.and adjusted by the National Geodetic Survey in June 1991..
 KV2497
 KV2497.The geoid height was determined by GEOID03.
 KV2497
 KV2497.The dynamic height is computed by dividing the NAVD 88
 KV2497.geopotential number by the normal gravity value computed on the
 KV2497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2497.degrees latitude (g = 980.6199 gals.).
 KV2497
 KV2497.The modeled gravity was interpolated from observed gravity values.
 KV2497
 KV2497;                    North         East    Units  Estimated Accuracy
 KV2497;SPC PA S     -    76,780.      778,180.      MT  (+/- 180 meters Scaled)
 KV2497
 KV2497                          SUPERSEDED SURVEY CONTROL
 KV2497
 KV2497  NGVD 29 (??/??/??)   97.934  (m)          321.31   (f) ADJUSTED    2 0
 KV2497
 KV2497.Superseded values are not recommended for survey control.
 KV2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2497.See file dsdata.txt to determine how the superseded data were derived.
 KV2497
 KV2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK434286(NAD 83)
 KV2497_MARKER: Q = CHISELED SQUARE
 KV2497_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2497_SP_SET: BRIDGE ABUTMENT
 KV2497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2497
 KV2497  HISTORY     - Date     Condition        Report By
 KV2497  HISTORY     - UNK      MONUMENTED       PRR
 KV2497  HISTORY     - 1935     GOOD             CGS
 KV2497
 KV2497                          STATION DESCRIPTION
 KV2497
 KV2497'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV2497'2.6 MI NE FROM DOWNINGTOWN.
 KV2497'2.6 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV2497'POST OFFICE AT DOWNINGTOWN, CHESTER COUNTY, AT BRIDGE 29.81
 KV2497'OVER BOOT ROAD, AND ON THE TOP OF THE EAST ABUTMENT.  A CHISELED
 KV2497'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB3263 ***********************************************************************
 MB3263  SACS        -  This is a Secondary Airport Control Station.
 MB3263  DESIGNATION -  2G6 A
 MB3263  PID         -  MB3263
 MB3263  STATE/COUNTY-  PA/CRAWFORD
 MB3263  USGS QUAD   -  GENEVA (1990)
 MB3263
 MB3263                         *CURRENT SURVEY CONTROL
 MB3263  ___________________________________________________________________
 MB3263* NAD 83(1992)-  41 37 24.54692(N)    080 13 21.92575(W)     ADJUSTED  
 MB3263* NAVD 88     -       424.00   (+/-2cm)    1391.1    (feet)  VERTCON   
 MB3263  ___________________________________________________________________
 MB3263  X           -     810,910.427 (meters)                     COMP
 MB3263  Y           -  -4,705,813.603 (meters)                     COMP
 MB3263  Z           -   4,214,693.446 (meters)                     COMP
 MB3263  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 MB3263  ELLIP HEIGHT-         390.17  (meters)          (08/09/01) GPS OBS
 MB3263  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 MB3263
 MB3263  HORZ ORDER  -  FIRST
 MB3263  VERT ORDER  -  THIRD ? (See Below)
 MB3263  ELLP ORDER  -  FOURTH    CLASS II
 MB3263
 MB3263.This mark is at Port Meadville Airport (2G6)
 MB3263
 MB3263.The horizontal coordinates were established by GPS observations
 MB3263.and adjusted by the National Geodetic Survey in September 1994..
 MB3263
 MB3263.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3263
 MB3263.GPS derived orthometric heights for airport stations designated as
 MB3263.PACS or SACS are published to 2 decimal places.  This maintains
 MB3263.centimeter relative accuracy between the PACS and SACS.  It does
 MB3263.not indicate centimeter accuracy relative to other marks which are
 MB3263.part of the NAVD 88 network.
 MB3263.The vertical order pertains to the NGVD 29 superseded value.
 MB3263
 MB3263.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3263
 MB3263.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3263
 MB3263.The ellipsoidal height was determined by GPS observations
 MB3263.and is referenced to NAD 83.
 MB3263
 MB3263.The geoid height was determined by GEOID03.
 MB3263
 MB3263;                    North         East     Units Scale Factor Converg.
 MB3263;SPC PA N     -   164,727.904   393,962.495   MT  0.99996329   -1 38 09.0
 MB3263;SPC PA N     -   540,444.80  1,292,525.29   sFT  0.99996329   -1 38 09.0
 MB3263;UTM  17      - 4,608,265.317   564,747.699   MT  0.99965159   +0 30 58.6
 MB3263
 MB3263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3263!SPC PA N     -   0.99993881  x   0.99996329  =   0.99990210
 MB3263!UTM  17      -   0.99993881  x   0.99965159  =   0.99959042
 MB3263
 MB3263                          SUPERSEDED SURVEY CONTROL
 MB3263
 MB3263  ELLIP H (09/15/94)  390.18   (m)                       GP(       ) 4 1
 MB3263  NGVD 29 (09/15/94)  424.17   (m)         1391.6    (f) LEVELING    3  
 MB3263
 MB3263.Superseded values are not recommended for survey control.
 MB3263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3263.See file dsdata.txt to determine how the superseded data were derived.
 MB3263
 MB3263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG6474808265(NAD 83)
 MB3263_MARKER: DD = SURVEY DISK
 MB3263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3263_SP_SET: CONCRETE POST
 MB3263_STAMPING: 2G6 A 1983
 MB3263_MARK LOGO: NOS   
 MB3263_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB3263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3263+STABILITY: SURFACE MOTION
 MB3263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3263+SATELLITE: SATELLITE OBSERVATIONS - 1983
 MB3263
 MB3263  HISTORY     - Date     Condition        Report By
 MB3263  HISTORY     - 1983     MONUMENTED       NOS
 MB3263  HISTORY     - 19870615 GOOD             NGS
 MB3263
 MB3263                          STATION DESCRIPTION
 MB3263
 MB3263'DESCRIBED BY NATIONAL OCEAN SERVICE 1983
 MB3263'STATION IS LOCATED ON THE PORT MEADVILLE AIRPORT WHICH IS LOCATED
 MB3263'ABOUT 5 MI (8.0 KM) WEST OF THE CITY OF MEADVILLE.  IT IS ABOUT 2 MI
 MB3263'(3.2 KM) WEST OF THE JUNCTION OF INTERSTATE HIGHWAY 79 AND US HIGHWAY
 MB3263'6 AND 322 JUST WEST OF THE INTERSECTION OF US HIGHWAYS 19 AND 6 AND
 MB3263'322.  AIRPORT IS ON THE NORTH SIDE OF US HIGHWAY 6 AND 322.
 MB3263'ACCESS TO THE FIELD IS CONTROLLED WITH ELECTRONIC GATES.  THE AIRPORT
 MB3263'MANAGER OFFICE SHOULD BE CONTACTED PRIOR TO ENTERING THE AIRFIELD.
 MB3263'THE MANAGERS OFFICE IS AT THE TERMINAL BUILDING, AIRPORT PHONE NUMBER
 MB3263'IS 814-333-2677.
 MB3263'FROM THE RAMP IN FRONT OF THE TERMINAL BUILDING PROCEED NORTH ACROSS
 MB3263'THE RAMP TO A TAXIWAY RUNNING PARALLEL TO RUNWAY 7-25, TURN LEFT
 MB3263'(WEST) ON THE TAXIWAY AND DRIVE 0.9 MI (1.4 KM) TO THE END OF THE
 MB3263'RUNWAY. CROSS THE RUNWAY TO THE STATION ON THE NORTH SIDE OF THE
 MB3263'RUNWAY JUST EAST OF THE RUNWAY END.
 MB3263'IT IS 99.4 FT (30.3 M) NORTHEAST OF THE CENTERLINE END OF THE RUNWAY,
 MB3263'50.3 FT (15.3 M) NORTH-NORTHEAST OF THE NORTH EDGE OF THE RUNWAY,
 MB3263'125.9 FT (38.4 M) WEST-NORTHWEST OF THE FIRST RUNWAY LIGHT EAST OF
 MB3263'THE RUNWAY END AND 57.4 FT (17.5 M) EAST OF A REIL (STROBE LIGHT).
 MB3263
 MB3263                          STATION RECOVERY (1987)
 MB3263
 MB3263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 MB3263'THIS STATION IS LOCATED AT PORT MEADVILLE AIRPORT.  IT IS 99.4 FT
 MB3263'(30.3 M) NORTHEAST OF THE CENTERLINE END OF RUNWAY 7, 50.3
 MB3263'NORTH-NORTHEAST OF THE NORTH EDGE OF THE RUNWAY, 125.9 FT (38.4 M)
 MB3263'WEST-NORTHWEST OF THE 1ST RUNWAY LIGHT EAST OF THE RUNWAY END 7. 57.4
 MB3263'FT (17.5 M) EAST OF A REIL LIGHT.  IT IS A STANDARD NOS DISK SET FLUSH
 MB3263'WITH THE GROUND IN CONCRETE.  THE DISK IS STAMPED---2G6 A 1983---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB3264 ***********************************************************************
 MB3264  SACS        -  This is a Secondary Airport Control Station.
 MB3264  DESIGNATION -  2G6 B
 MB3264  PID         -  MB3264
 MB3264  STATE/COUNTY-  PA/CRAWFORD
 MB3264  USGS QUAD   -  MEADVILLE (1990)
 MB3264
 MB3264                         *CURRENT SURVEY CONTROL
 MB3264  ___________________________________________________________________
 MB3264* NAD 83(1992)-  41 37 37.86364(N)    080 12 52.62819(W)     ADJUSTED  
 MB3264* NAVD 88     -       429.13   (+/-2cm)    1407.9    (feet)  VERTCON   
 MB3264  ___________________________________________________________________
 MB3264  X           -     811,533.100 (meters)                     COMP
 MB3264  Y           -  -4,705,433.246 (meters)                     COMP
 MB3264  Z           -   4,215,004.019 (meters)                     COMP
 MB3264  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 MB3264  ELLIP HEIGHT-         395.36  (meters)          (08/09/01) GPS OBS
 MB3264  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 MB3264
 MB3264  HORZ ORDER  -  FIRST
 MB3264  VERT ORDER  -  THIRD ? (See Below)
 MB3264  ELLP ORDER  -  FOURTH    CLASS II
 MB3264
 MB3264.This mark is at Port Meadville Airport (2G6)
 MB3264
 MB3264.The horizontal coordinates were established by GPS observations
 MB3264.and adjusted by the National Geodetic Survey in September 1994..
 MB3264
 MB3264.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3264
 MB3264.GPS derived orthometric heights for airport stations designated as
 MB3264.PACS or SACS are published to 2 decimal places.  This maintains
 MB3264.centimeter relative accuracy between the PACS and SACS.  It does
 MB3264.not indicate centimeter accuracy relative to other marks which are
 MB3264.part of the NAVD 88 network.
 MB3264.The vertical order pertains to the NGVD 29 superseded value.
 MB3264
 MB3264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3264
 MB3264.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3264
 MB3264.The ellipsoidal height was determined by GPS observations
 MB3264.and is referenced to NAD 83.
 MB3264
 MB3264.The geoid height was determined by GEOID03.
 MB3264
 MB3264;                    North         East     Units Scale Factor Converg.
 MB3264;SPC PA N     -   165,119.237   394,652.100   MT  0.99996352   -1 37 49.6
 MB3264;SPC PA N     -   541,728.70  1,294,787.76   sFT  0.99996352   -1 37 49.6
 MB3264;UTM  17      - 4,608,682.141   565,421.912   MT  0.99965267   +0 31 18.2
 MB3264
 MB3264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3264!SPC PA N     -   0.99993799  x   0.99996352  =   0.99990151
 MB3264!UTM  17      -   0.99993799  x   0.99965267  =   0.99959068
 MB3264
 MB3264                          SUPERSEDED SURVEY CONTROL
 MB3264
 MB3264  ELLIP H (09/15/94)  395.36   (m)                       GP(       ) 4 1
 MB3264  NGVD 29 (09/15/94)  429.30   (m)         1408.5    (f) LEVELING    3  
 MB3264
 MB3264.Superseded values are not recommended for survey control.
 MB3264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3264.See file dsdata.txt to determine how the superseded data were derived.
 MB3264
 MB3264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG6542208682(NAD 83)
 MB3264_MARKER: DT = TOPOGRAPHIC STATION DISK
 MB3264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3264_SP_SET: CONCRETE POST
 MB3264_STAMPING: 2G6 B 1983
 MB3264_MARK LOGO: NOS   
 MB3264_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB3264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3264+STABILITY: SURFACE MOTION
 MB3264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3264+SATELLITE: SATELLITE OBSERVATIONS - 1983
 MB3264
 MB3264  HISTORY     - Date     Condition        Report By
 MB3264  HISTORY     - 1983     MONUMENTED       NOS
 MB3264  HISTORY     - 19870615 GOOD             NGS
 MB3264
 MB3264                          STATION DESCRIPTION
 MB3264
 MB3264'DESCRIBED BY NATIONAL OCEAN SERVICE 1983
 MB3264'STATION IS LOCATED ON THE PORT MEADVILLE AIRPORT WHICH IS LOCATED
 MB3264'ABOUT 5 MI (8.0 KM) WEST OF THE CITY OF MEADVILLE.  IT IS ABOUT 2 MI
 MB3264'(3.2 KM) WEST OF JUNCTION OF INTERSTATE HIGHWAY 79 AND US HIGHWAY
 MB3264'6 AND 322 JUST WEST OF THE INTERSECTION OF US HIGHWAYS 19 AND 6 AND
 MB3264'322.  AIRPORT IS ON THE NORTH SIDE OF US HIGHWAY 6 AND 322.
 MB3264'ACCESS TO THE FIELD IS CONTROLLED WITH ELECTRONIC GATES.  THE AIRPORT
 MB3264'MANAGER SHOULD BE CONTACTED PRIOR TO ENTERING THE AIRFIELD. THE
 MB3264'MANAGERS OFFICE IS AT THE TERMINAL BUILDING, AIRPORT PHONE NUMBER IS
 MB3264'814-333-2677.
 MB3264'FROM THE RAMP ON NORTH SIDE OF THE TERMINAL BUILDING PROCEED NORTH
 MB3264'ACROSS THE RAMP TO THE TAXIWAY RUNNING PARALLEL WITH THE RUNWAY. TURN
 MB3264'LEFT (WEST) ONTO TAXIWAY AND PROCEED 0.4 MI (0.6 KM) TO A TAXIWAY ON
 MB3264'RIGHT, TURN RIGHT ACROSS RUNWAY AND PROCEED TO HIGH GROUND ON NORTH
 MB3264'SIDE OF RUNWAY AND STATION WHICH IS ABOUT 1/3 BELOW TOP OF HIGH
 MB3264'GROUND. STATION IS ROUGHLY ON LINE WITH THE WINDSOCK AND THE SHORTER
 MB3264'OF TWO TALL TOWERS ON HIGH GROUND WEST SOUTHWEST OF THE AIRPORT.
 MB3264'IT IS 240 FT (73.2 M) NORTHEAST OF THE FOURTH RUNWAY LIGHT ON THE
 MB3264'NORTH SIDE OF THE RUNWAY EAST OF THE INTERSECTION OF RUNWAY AND
 MB3264'TAXIWAY. 152.5 FT (46.5 M) NORTHWEST OF THE FIFTH RUNWAY LIGHT AND
 MB3264'161.6 FT (49.3 M) NORTH OF THE NORTH EDGE OF THE RUNWAY.
 MB3264
 MB3264                          STATION RECOVERY (1987)
 MB3264
 MB3264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 MB3264'THE STATION IS LOCATED ON PORT MEADVILLE AIRPORT.  IT IS 240 FT (73.2
 MB3264'M) NORTHEAST OF THE 4TH RUNWAY LIGHT (ON THE NORTH SIDE OF RUNWAY)
 MB3264'EAST OF THE TAXIWAY INTERSECTION, 152.5 FT (46.5 M) NORTHWEST OF THE
 MB3264'5TH RUNWAY LIGHT, 161.6 FT (49.3 M) NORTH OF THE NORTH EDGE OF RUNWAY
 MB3264'7-25.  THE STATION IS A STANDARD NOS TOPO DISK SET FLUSH WITH THE
 MB3264'GROUND.  IT IS STAMPED---2G6 B 1983---.  THE STATION IS ABOUT 10 FT
 MB3264'(3.0 M) ABOVE THE RUNWAY ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB3265 ***********************************************************************
 MB3265  CBN         -  This is a Cooperative Base Network Control Station.
 MB3265  PACS        -  This is a Primary Airport Control Station.
 MB3265  DESIGNATION -  2G6 C
 MB3265  PID         -  MB3265
 MB3265  STATE/COUNTY-  PA/CRAWFORD
 MB3265  USGS QUAD   -  MEADVILLE (1990)
 MB3265
 MB3265                         *CURRENT SURVEY CONTROL
 MB3265  ___________________________________________________________________
 MB3265* NAD 83(1992)-  41 37 43.70764(N)    080 12 35.20479(W)     ADJUSTED  
 MB3265* NAVD 88     -       424.56   (meters)    1392.9    (feet)  GPS OBS   
 MB3265  ___________________________________________________________________
 MB3265  X           -     811,909.620 (meters)                     COMP
 MB3265  Y           -  -4,705,243.272 (meters)                     COMP
 MB3265  Z           -   4,215,135.753 (meters)                     COMP
 MB3265  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 MB3265  ELLIP HEIGHT-         390.78  (meters)          (03/28/01) GPS OBS
 MB3265  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 MB3265
 MB3265  HORZ ORDER  -  B
 MB3265  ELLP ORDER  -  THIRD     CLASS II
 MB3265
 MB3265.This mark is at Port Meadville Airport (2G6)
 MB3265
 MB3265.The horizontal coordinates were established by GPS observations
 MB3265.and adjusted by the National Geodetic Survey in September 1994..
 MB3265
 MB3265.The orthometric height was determined by GPS observations and a
 MB3265.high-resolution geoid model.
 MB3265
 MB3265.GPS derived orthometric heights for airport stations designated as
 MB3265.PACS or SACS are published to 2 decimal places.  This maintains
 MB3265.centimeter relative accuracy between the PACS and SACS.  It does
 MB3265.not indicate centimeter accuracy relative to other marks which are
 MB3265.part of the NAVD 88 network.
 MB3265
 MB3265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3265
 MB3265.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3265
 MB3265.The ellipsoidal height was determined by GPS observations
 MB3265.and is referenced to NAD 83.
 MB3265
 MB3265.The geoid height was determined by GEOID03.
 MB3265
 MB3265;                    North         East     Units Scale Factor Converg.
 MB3265;SPC PA N     -   165,287.992   395,060.358   MT  0.99996363   -1 37 38.1
 MB3265;SPC PA N     -   542,282.35  1,296,127.19   sFT  0.99996363   -1 37 38.1
 MB3265;UTM  17      - 4,608,866.051   565,823.420   MT  0.99965332   +0 31 29.9
 MB3265
 MB3265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3265!SPC PA N     -   0.99993871  x   0.99996363  =   0.99990234
 MB3265!UTM  17      -   0.99993871  x   0.99965332  =   0.99959205
 MB3265
 MB3265                          SUPERSEDED SURVEY CONTROL
 MB3265
 MB3265  ELLIP H (09/15/94)  390.78   (m)                       GP(       ) 4 1
 MB3265  NGVD 29 (09/15/94)  424.74   (m)         1393.5    (f) LEVELING    3  
 MB3265
 MB3265.Superseded values are not recommended for survey control.
 MB3265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3265.See file dsdata.txt to determine how the superseded data were derived.
 MB3265
 MB3265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG6582308866(NAD 83)
 MB3265_MARKER: DT = TOPOGRAPHIC STATION DISK
 MB3265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB3265_SP_SET: CONCRETE POST
 MB3265_STAMPING: 2G6 C 1983
 MB3265_MARK LOGO: NOS   
 MB3265_PROJECTION: FLUSH
 MB3265_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB3265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB3265+STABILITY: SURFACE MOTION
 MB3265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3265+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2000
 MB3265
 MB3265  HISTORY     - Date     Condition        Report By
 MB3265  HISTORY     - 1983     MONUMENTED       NOS
 MB3265  HISTORY     - 19870615 GOOD             NGS
 MB3265  HISTORY     - 20000504 GOOD             PADT
 MB3265
 MB3265                          STATION DESCRIPTION
 MB3265
 MB3265'DESCRIBED BY NATIONAL OCEAN SERVICE 1983
 MB3265'STATION IS LOCATED ON THE PORT MEADVILLE AIRPORT WHICH IS LOCATED
 MB3265'ABOUT 5 MI (8.0 KM) WEST OF THE CITY OF MEADVILLE.  IT IS ABOUT 2 MI
 MB3265'(3.2 KM) WEST OF THE JUNCTION OF INTERSTATE HIGHWAY 79 AND US HIGHWAY
 MB3265'6 AND 322 JUST WEST OF THE INTERSECTION OF US HIGHWAYS 19 AND 6 AND
 MB3265'322.  AIRPORT IS ON THE NORTH SIDE OF US HIGHWAY 6 AND 322.
 MB3265'ACCESS TO THE FIELD IS CONTROLLED WITH ELECTRONIC GATES.  THE AIRPORT
 MB3265'MANAGER SHOULD BE CONTACTED PRIOR TO ENTERING THE AIRFIELD. THE
 MB3265'MANAGERS OFFICE IS AT THE TERMINAL BUILDING, AIRPORT PHONE NUMBER IS
 MB3265'814-333-2677.
 MB3265'FROM THE RAMP ON NORTH SIDE OF THE TERMINAL BUILDING PROCEED NORTH
 MB3265'ACROSS THE RAMP TO THE JUNCTION OF TAXIWAYS AND RUNWAY.  CROSS RUNWAY
 MB3265'TO STATION ON NORTH SIDE OF RUNWAY.
 MB3265'IT IS 93.0 FT (28.3 M) NORTHEAST OF THE FIRST RUNWAY LIGHT EAST OF THE
 MB3265'INTERSECTION OF RUNWAY AND TAXIWAY, 116.1 FT (35.4 M) NORTHWEST OF THE
 MB3265'SECOND RUNWAY LIGHT AND 43.1 FT (13.1 M) NORTH OF THE NORTH EDGE OF
 MB3265'THE RUNWAY. STATION IS ABOUT 2 FT (0.6 M) LOWER THAN THE RUNWAY AND
 MB3265'ABOUT 0.5 FT (15.2 CM) BELOW THE SURFACE OF THE GROUND.
 MB3265
 MB3265                          STATION RECOVERY (1987)
 MB3265
 MB3265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 MB3265'THE STATION IS LOCATED ON PORT MEADVILLE AIRPORT.  IT IS 93.0 FT (28.3
 MB3265'M) NORTHEAST OF THE 1ST RUNWAY LIGHT (ON THE NORTH SIDE OF RUNWAY)
 MB3265'EAST OF THE TAXIWAY INTERSECTION, 116.1 FT (35.4 M) NORTHWEST OF THE
 MB3265'2ND RUNWAY LIGHT, 43.1 FT (13.1 M) NORTH OF THE NORTH EDGE OF RUNWAY
 MB3265'7-25.  THE STATION IS A STANDARD NOS TOPO DISK SET FLUSH WITH THE
 MB3265'GROUND.  IT IS STAMPED---2G6 C 1983---.  THE STATION IS ABOUT 2 FT
 MB3265'(0.6 M) BELOW THE RUNWAY ELEVATION AT THE BASE OF THE RUNWAY FILL.
 MB3265
 MB3265                          STATION RECOVERY (2000)
 MB3265
 MB3265'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (DMD)
 MB3265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9272 ***********************************************************************
 AA9272  CBN         -  This is a Cooperative Base Network Control Station.
 AA9272  PACS        -  This is a Primary Airport Control Station.
 AA9272  DESIGNATION -  2G9 A
 AA9272  PID         -  AA9272
 AA9272  STATE/COUNTY-  PA/SOMERSET
 AA9272  USGS QUAD   -  SOMERSET (1973)
 AA9272
 AA9272                         *CURRENT SURVEY CONTROL
 AA9272  ___________________________________________________________________
 AA9272* NAD 83(1992)-  40 02 20.53045(N)    079 00 55.44313(W)     ADJUSTED  
 AA9272* NAVD 88     -       680.08   (meters)    2231.2    (feet)  GPS OBS   
 AA9272  ___________________________________________________________________
 AA9272  X           -     931,845.087 (meters)                     COMP
 AA9272  Y           -  -4,800,816.596 (meters)                     COMP
 AA9272  Z           -   4,081,721.976 (meters)                     COMP
 AA9272  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 AA9272  ELLIP HEIGHT-         648.24  (meters)          (03/28/01) GPS OBS
 AA9272  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 AA9272
 AA9272  HORZ ORDER  -  B
 AA9272  ELLP ORDER  -  THIRD     CLASS II
 AA9272
 AA9272.This mark is at Somerset Airport (2G9)
 AA9272
 AA9272.The horizontal coordinates were established by GPS observations
 AA9272.and adjusted by the National Geodetic Survey in March 1998..
 AA9272
 AA9272.The orthometric height was determined by GPS observations and a
 AA9272.high-resolution geoid model.
 AA9272
 AA9272.GPS derived orthometric heights for airport stations designated as
 AA9272.PACS or SACS are published to 2 decimal places.  This maintains
 AA9272.centimeter relative accuracy between the PACS and SACS.  It does
 AA9272.not indicate centimeter accuracy relative to other marks which are
 AA9272.part of the NAVD 88 network.
 AA9272
 AA9272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9272
 AA9272.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9272
 AA9272.The ellipsoidal height was determined by GPS observations
 AA9272.and is referenced to NAD 83.
 AA9272
 AA9272.The geoid height was determined by GEOID03.
 AA9272
 AA9272;                    North         East     Units Scale Factor Converg.
 AA9272;SPC PA S     -    79,131.153   492,009.395   MT  0.99998515   -0 49 15.5
 AA9272;SPC PA S     -   259,616.12  1,614,200.82   sFT  0.99998515   -0 49 15.5
 AA9272;UTM  17      - 4,433,976.685   669,314.187   MT  0.99995292   +1 16 37.3
 AA9272
 AA9272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9272!SPC PA S     -   0.99989832  x   0.99998515  =   0.99988347
 AA9272!UTM  17      -   0.99989832  x   0.99995292  =   0.99985124
 AA9272
 AA9272                          SUPERSEDED SURVEY CONTROL
 AA9272
 AA9272  ELLIP H (03/24/98)  648.33   (m)                       GP(       ) 4 1
 AA9272  NAD 83(1993)-  40 02 20.53050(N)    079 00 55.44313(W) AD(       ) B
 AA9272  ELLIP H (11/22/95)  648.31   (m)                       GP(       ) 1 1
 AA9272
 AA9272.Superseded values are not recommended for survey control.
 AA9272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9272.See file dsdata.txt to determine how the superseded data were derived.
 AA9272
 AA9272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE6931433977(NAD 83)
 AA9272_MARKER: DH = HORIZONTAL CONTROL DISK
 AA9272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9272_SP_SET: SET IN A CONCRETE MONUMENT
 AA9272_STAMPING: 2G9 A 1994
 AA9272_MARK LOGO: NGS   
 AA9272_PROJECTION: FLUSH
 AA9272_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9272+STABILITY: SURFACE MOTION
 AA9272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9272+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2006
 AA9272
 AA9272  HISTORY     - Date     Condition        Report By
 AA9272  HISTORY     - 1994     MONUMENTED       NGS
 AA9272  HISTORY     - 19960823 GOOD             NGS
 AA9272  HISTORY     - 19970121 GOOD             NGS
 AA9272  HISTORY     - 19970224 GOOD             NEILAN
 AA9272  HISTORY     - 19980401 GOOD             NEILAN
 AA9272  HISTORY     - 20000410 GOOD             EAD
 AA9272  HISTORY     - 20010502 GOOD             TWT
 AA9272  HISTORY     - 20040507 GOOD             PADT
 AA9272  HISTORY     - 20060614 GOOD             INDIV
 AA9272
 AA9272                          STATION DESCRIPTION
 AA9272
 AA9272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SER)
 AA9272'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) EAST OF SOMERSET, AT THE
 AA9272'COUNTY AIRPORT, NEAR THE CENTER OF AND IN THE GRASS MEDIAN OF THE
 AA9272'RUNWAY.  OWNERSHIPP--
 AA9272' 
 AA9272'TO REACH THE AIRPORT FROM THE JUNCTION OF U.S.  HIGHWAY 219 AND STATE
 AA9272'HIGHWAY 281 ON THE EAST SIDE OF SOMERSET, GO NORTHEAST ON STATE
 AA9272'HIGHWAY 281 FOR 0.9 MI (1.4 KM) TO A RAILROAD CROSSING.  CONTINUE
 AA9272'AHEAD AND GO EASTERLY ON HIGHWAY 281 FOR 1.0 MI (1.6 KM) TO AIRPORT
 AA9272'ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHERLY 0.1 MI (0.2 KM) TO THE
 AA9272'TERMINAL.
 AA9272' 
 AA9272'LOCATED 275.3 FT (83.9 M) SOUTHWEST FROM THE CENTERLINE OF CONNECTING
 AA9272'TAXIWAY A, 23.0 M (75.5 FT) NORTHWEST FROM THE NORTH EDGE OF RUNWAY,
 AA9272'20.3 M (66.6 FT) SOUTHEAST FROM THE CENTERLINE OF PARALLEL TAXIWAY.
 AA9272
 AA9272                          STATION RECOVERY (1996)
 AA9272
 AA9272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9272'RECOVERED AS DESCRIBED.
 AA9272
 AA9272                          STATION RECOVERY (1997)
 AA9272
 AA9272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AA9272'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THIS STATION
 AA9272'SELECTED AS THE PACS.
 AA9272
 AA9272                          STATION RECOVERY (1997)
 AA9272
 AA9272'RECOVERY NOTE BY THE NEILAN ENGINEERS INCORPORATED 1997 (TEK)
 AA9272'RECOVERED AS DESCRIBED.
 AA9272
 AA9272                          STATION RECOVERY (1998)
 AA9272
 AA9272'RECOVERY NOTE BY THE NEILAN ENGINEERS INCORPORATED 1998 (TEK)
 AA9272'RECOVERED AS DESCRIBED.
 AA9272
 AA9272                          STATION RECOVERY (2000)
 AA9272
 AA9272'RECOVERY NOTE BY EADS GROUP 2000 (EJB)
 AA9272'RECOVERED IN GOOD CONDITION.
 AA9272
 AA9272                          STATION RECOVERY (2001)
 AA9272
 AA9272'RECOVERY NOTE BY TWT CONS ENG 2001 (JTS)
 AA9272'RECOVERED IN GOOD CONDITION.
 AA9272
 AA9272                          STATION RECOVERY (2004)
 AA9272
 AA9272'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (TRN)
 AA9272'RECOVERED IN GOOD CONDITION.
 AA9272
 AA9272                          STATION RECOVERY (2006)
 AA9272
 AA9272'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JFP)
 AA9272'RECOVERED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9273 ***********************************************************************
 AA9273  SACS        -  This is a Secondary Airport Control Station.
 AA9273  DESIGNATION -  2G9 B
 AA9273  PID         -  AA9273
 AA9273  STATE/COUNTY-  PA/SOMERSET
 AA9273  USGS QUAD   -  SOMERSET (1973)
 AA9273
 AA9273                         *CURRENT SURVEY CONTROL
 AA9273  ___________________________________________________________________
 AA9273* NAD 83(1992)-  40 02 33.91103(N)    079 00 29.65486(W)     ADJUSTED  
 AA9273* NAVD 88     -       670.42   (meters)    2199.5    (feet)  GPS OBS   
 AA9273  ___________________________________________________________________
 AA9273  X           -     932,393.271 (meters)                     COMP
 AA9273  Y           -  -4,800,432.172 (meters)                     COMP
 AA9273  Z           -   4,082,031.782 (meters)                     COMP
 AA9273  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 AA9273  ELLIP HEIGHT-         638.63  (meters)          (08/09/01) GPS OBS
 AA9273  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 AA9273
 AA9273  HORZ ORDER  -  FIRST
 AA9273  ELLP ORDER  -  FOURTH    CLASS II
 AA9273
 AA9273.This mark is at Somerset Airport (2G9)
 AA9273
 AA9273.The horizontal coordinates were established by GPS observations
 AA9273.and adjusted by the National Geodetic Survey in April 1998..
 AA9273
 AA9273.The orthometric height was determined by GPS observations and a
 AA9273.high-resolution geoid model.
 AA9273
 AA9273.GPS derived orthometric heights for airport stations designated as
 AA9273.PACS or SACS are published to 2 decimal places.  This maintains
 AA9273.centimeter relative accuracy between the PACS and SACS.  It does
 AA9273.not indicate centimeter accuracy relative to other marks which are
 AA9273.part of the NAVD 88 network.
 AA9273
 AA9273.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9273
 AA9273.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9273
 AA9273.The ellipsoidal height was determined by GPS observations
 AA9273.and is referenced to NAD 83.
 AA9273
 AA9273.The geoid height was determined by GEOID03.
 AA9273
 AA9273;                    North         East     Units Scale Factor Converg.
 AA9273;SPC PA S     -    79,535.070   492,626.566   MT  0.99998469   -0 48 58.8
 AA9273;SPC PA S     -   260,941.31  1,616,225.66   sFT  0.99998469   -0 48 58.8
 AA9273;UTM  17      - 4,434,402.912   669,916.139   MT  0.99995543   +1 16 54.2
 AA9273
 AA9273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9273!SPC PA S     -   0.99989982  x   0.99998469  =   0.99988451
 AA9273!UTM  17      -   0.99989982  x   0.99995543  =   0.99985526
 AA9273
 AA9273                          SUPERSEDED SURVEY CONTROL
 AA9273
 AA9273  ELLIP H (04/02/98)  638.72   (m)                       GP(       ) 4 2
 AA9273  NAD 83(1993)-  40 02 33.91108(N)    079 00 29.65486(W) AD(       ) 1
 AA9273  ELLIP H (11/30/95)  638.70   (m)                       GP(       ) 4 2
 AA9273
 AA9273.Superseded values are not recommended for survey control.
 AA9273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9273.See file dsdata.txt to determine how the superseded data were derived.
 AA9273
 AA9273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE6991634403(NAD 83)
 AA9273_MARKER: I = METAL ROD
 AA9273_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA9273_STAMPING: 2G9 B 1994
 AA9273_MARK LOGO: NGS   
 AA9273_PROJECTION: FLUSH
 AA9273_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9273+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1996
 AA9273_ROD/PIPE-DEPTH: 3.0  meters
 AA9273_SLEEVE-DEPTH  : 1.0 meters
 AA9273
 AA9273  HISTORY     - Date     Condition        Report By
 AA9273  HISTORY     - 1994     MONUMENTED       NGS
 AA9273  HISTORY     - 19960823 GOOD             NGS
 AA9273
 AA9273                          STATION DESCRIPTION
 AA9273
 AA9273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SER)
 AA9273'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) EAST OF SOMERSET, AT THE
 AA9273'COUNTY AIRPORT, NEAR THE WEST END OF AND IN THE GRASS MEDIAN OF THE
 AA9273'RUNWAY.  OWNERSHIPP--
 AA9273' 
 AA9273'TO REACH THE AIRPORT FROM THE JUNCTION OF U.S.  HIGHWAY 219 AND STATE
 AA9273'HIGHWAY 281 ON THE EAST SIDE OF SOMERSET, GO NORTHEAST ON STATE
 AA9273'HIGHWAY 281 FOR 0.9 MI (1.4 KM) TO A RAILROAD CROSSING.  CONTINUE
 AA9273'AHEAD AND GO EASTERLY ON HIGHWAY 281 FOR 1.0 MI (1.6 KM) TO AIRPORT
 AA9273'ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHERLY 0.1 MI (0.2 KM) TO THE
 AA9273'TERMINAL.
 AA9273' 
 AA9273'LOCATED 37.7 M (123.7 FT) SOUTHWEST FROM THE CENTERLINE OF CONNECTING
 AA9273'TAXIWAY, 25.8 M (84.6 FT) NORTHWEST FROM THE NORTH EDGE OF RUNWAY,
 AA9273'23.7 M (77.8 FT) SOUTHEAST FROM THE CENTERLINE OF PARALLEL TAXIWAY.
 AA9273
 AA9273                          STATION RECOVERY (1996)
 AA9273
 AA9273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9273'RECOVERD AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9274 ***********************************************************************
 AA9274  SACS        -  This is a Secondary Airport Control Station.
 AA9274  DESIGNATION -  2G9 C
 AA9274  PID         -  AA9274
 AA9274  STATE/COUNTY-  PA/SOMERSET
 AA9274  USGS QUAD   -  SOMERSET (1973)
 AA9274
 AA9274                         *CURRENT SURVEY CONTROL
 AA9274  ___________________________________________________________________
 AA9274* NAD 83(1992)-  40 02 06.11567(N)    079 01 15.87613(W)     ADJUSTED  
 AA9274* NAVD 88     -       692.37   (meters)    2271.6    (feet)  GPS OBS   
 AA9274  ___________________________________________________________________
 AA9274  X           -     931,425.780 (meters)                     COMP
 AA9274  Y           -  -4,801,198.968 (meters)                     COMP
 AA9274  Z           -   4,081,389.496 (meters)                     COMP
 AA9274  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 AA9274  ELLIP HEIGHT-         660.60  (meters)          (08/09/01) GPS OBS
 AA9274  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 AA9274
 AA9274  HORZ ORDER  -  FIRST
 AA9274  ELLP ORDER  -  FOURTH    CLASS II
 AA9274
 AA9274.This mark is at Somerset Airport (2G9)
 AA9274
 AA9274.The horizontal coordinates were established by GPS observations
 AA9274.and adjusted by the National Geodetic Survey in April 1998..
 AA9274
 AA9274.The orthometric height was determined by GPS observations and a
 AA9274.high-resolution geoid model.
 AA9274
 AA9274.GPS derived orthometric heights for airport stations designated as
 AA9274.PACS or SACS are published to 2 decimal places.  This maintains
 AA9274.centimeter relative accuracy between the PACS and SACS.  It does
 AA9274.not indicate centimeter accuracy relative to other marks which are
 AA9274.part of the NAVD 88 network.
 AA9274
 AA9274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9274
 AA9274.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9274
 AA9274.The ellipsoidal height was determined by GPS observations
 AA9274.and is referenced to NAD 83.
 AA9274
 AA9274.The geoid height was determined by GEOID03.
 AA9274
 AA9274;                    North         East     Units Scale Factor Converg.
 AA9274;SPC PA S     -    78,693.565   491,518.648   MT  0.99998566   -0 49 28.8
 AA9274;SPC PA S     -   258,180.47  1,612,590.76   sFT  0.99998566   -0 49 28.8
 AA9274;UTM  17      - 4,433,521.440   668,839.805   MT  0.99995094   +1 16 23.7
 AA9274
 AA9274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9274!SPC PA S     -   0.99989638  x   0.99998566  =   0.99988204
 AA9274!UTM  17      -   0.99989638  x   0.99995094  =   0.99984732
 AA9274
 AA9274                          SUPERSEDED SURVEY CONTROL
 AA9274
 AA9274  ELLIP H (04/02/98)  660.68   (m)                       GP(       ) 4 2
 AA9274  NAD 83(1993)-  40 02 06.11572(N)    079 01 15.87613(W) AD(       ) 1
 AA9274  ELLIP H (11/30/95)  660.66   (m)                       GP(       ) 4 2
 AA9274
 AA9274.Superseded values are not recommended for survey control.
 AA9274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9274.See file dsdata.txt to determine how the superseded data were derived.
 AA9274
 AA9274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE6884033521(NAD 83)
 AA9274_MARKER: DH = HORIZONTAL CONTROL DISK
 AA9274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9274_STAMPING: 2G9 C 1994
 AA9274_MARK LOGO: NGS   
 AA9274_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9274+STABILITY: SURFACE MOTION
 AA9274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9274+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1996
 AA9274
 AA9274  HISTORY     - Date     Condition        Report By
 AA9274  HISTORY     - 1994     MONUMENTED       NGS
 AA9274  HISTORY     - 19960823 GOOD             NGS
 AA9274
 AA9274                          STATION DESCRIPTION
 AA9274
 AA9274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (SER)
 AA9274'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) EAST OF SOMERSET, AT THE
 AA9274'COUNTY AIRPORT, NEAR THE EAST END OF AND ON THE NORTH SIDE OF THE
 AA9274'RUNWAY.  OWNERSHIPP--
 AA9274' 
 AA9274'TO REACH THE AIRPORT FROM THE JUNCTION OF U.S.  HIGHWAY 219 AND STATE
 AA9274'HIGHWAY 281 ON THE EAST SIDE OF SOMERSET, GO NORTHEAST ON STATE
 AA9274'HIGHWAY 281 FOR 0.9 MI (1.4 KM) TO A RAILROAD CROSSING.  CONTINUE
 AA9274'AHEAD AND GO EASTERLY ON HIGHWAY 281 FOR 1.0 MI (1.6 KM) TO AIRPORT
 AA9274'ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHERLY 0.1 MI (0.2 KM) TO THE
 AA9274'TERMINAL.
 AA9274' 
 AA9274'LOCATED 54.0 M (177.2 FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF
 AA9274'RUNWAY END 6, 50.8 M (166.7 FT) SOUTHEAST FROM THE SOUTHERN MOST
 AA9274'THRESHOLD LIGHT, 20.8 M (68.2 FT) NORTHWEST FROM A FENCE LINE WITH
 AA9274'WITNESS POST.
 AA9274
 AA9274                          STATION RECOVERY (1996)
 AA9274
 AA9274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9274'RECOVERD AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1674 ***********************************************************************
 KX1674  DESIGNATION -  3
 KX1674  PID         -  KX1674
 KX1674  STATE/COUNTY-  PA/BLAIR
 KX1674  USGS QUAD   -  HOLLIDAYSBURG (1981)
 KX1674
 KX1674                         *CURRENT SURVEY CONTROL
 KX1674  ___________________________________________________________________
 KX1674* NAD 83(1986)-  40 27 48.     (N)    078 25 41.     (W)     SCALED    
 KX1674* NAVD 88     -       322.881  (meters)    1059.32   (feet)  ADJUSTED  
 KX1674  ___________________________________________________________________
 KX1674  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KX1674  DYNAMIC HT  -         322.708 (meters)    1058.75  (feet)  COMP
 KX1674  MODELED GRAV-     980,079.3   (mgal)                       NAVD 88
 KX1674
 KX1674  VERT ORDER  -  SECOND    CLASS 0
 KX1674
 KX1674.The horizontal coordinates were scaled from a topographic map and have
 KX1674.an estimated accuracy of +/- 6 seconds.
 KX1674
 KX1674.The orthometric height was determined by differential leveling
 KX1674.and adjusted by the National Geodetic Survey in June 1991..
 KX1674
 KX1674.The geoid height was determined by GEOID03.
 KX1674
 KX1674.The dynamic height is computed by dividing the NAVD 88
 KX1674.geopotential number by the normal gravity value computed on the
 KX1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1674.degrees latitude (g = 980.6199 gals.).
 KX1674
 KX1674.The modeled gravity was interpolated from observed gravity values.
 KX1674
 KX1674;                    North         East    Units  Estimated Accuracy
 KX1674;SPC PA S     -   125,690.      542,490.      MT  (+/- 180 meters Scaled)
 KX1674
 KX1674                          SUPERSEDED SURVEY CONTROL
 KX1674
 KX1674  NGVD 29 (??/??/92)  323.032  (m)         1059.81   (f) ADJ UNCH    2 0
 KX1674
 KX1674.Superseded values are not recommended for survey control.
 KX1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1674.See file dsdata.txt to determine how the superseded data were derived.
 KX1674
 KX1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE180823(NAD 83)
 KX1674_MARKER: Q = CHISELED SQUARE
 KX1674_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1674_SP_SET: STONE ABUTMENT
 KX1674_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX1674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1674
 KX1674  HISTORY     - Date     Condition        Report By
 KX1674  HISTORY     - UNK      MONUMENTED       PRR
 KX1674  HISTORY     - 1935     GOOD             NGS
 KX1674  HISTORY     - 1973     GOOD             NGS
 KX1674  HISTORY     - 20030611 GOOD             NGS
 KX1674  HISTORY     - 20050718 MARK NOT FOUND   INDIV
 KX1674
 KX1674                          STATION DESCRIPTION
 KX1674
 KX1674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX1674'3.9 MI S FROM ALTOONA.
 KX1674'3.9 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1674'STATION AT ALTOONA, BLAIR COUNTY, AT THE WEST STONE ABUTMENT
 KX1674'OF BRIDGE 3.92, ON THE TOP OF THE NORTH END, AND 6 FEET
 KX1674'WEST OF THE CENTER LINE OF THE TRACK.  A CHISELED SQUARE.
 KX1674
 KX1674                          STATION RECOVERY (1973)
 KX1674
 KX1674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KX1674'RECOVERED IN GOOD CONDITION.
 KX1674
 KX1674                          STATION RECOVERY (2003)
 KX1674
 KX1674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DBH)
 KX1674'MARK WAS RECOVERED IN GOOD CONDITION.
 KX1674
 KX1674                          STATION RECOVERY (2005)
 KX1674
 KX1674'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDY)
 KX1674'MARK APPEARS TO HAVE BEEN DESTROYED OR COVERED BY RE-CONSTRUCTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY2945 ***********************************************************************
 KY2945  DESIGNATION -  3
 KY2945  PID         -  KY2945
 KY2945  STATE/COUNTY-  PA/BEAVER
 KY2945  USGS QUAD   -  MIDLAND (1979)
 KY2945
 KY2945                         *CURRENT SURVEY CONTROL
 KY2945  ___________________________________________________________________
 KY2945* NAD 83(1986)-  40 37 45.     (N)    080 26 04.     (W)     SCALED    
 KY2945* NAVD 88     -       231.285  (meters)     758.81   (feet)  ADJUSTED  
 KY2945  ___________________________________________________________________
 KY2945  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 KY2945  DYNAMIC HT  -         231.167 (meters)     758.42  (feet)  COMP
 KY2945  MODELED GRAV-     980,109.2   (mgal)                       NAVD 88
 KY2945
 KY2945  VERT ORDER  -  FIRST     CLASS II
 KY2945
 KY2945.The horizontal coordinates were scaled from a topographic map and have
 KY2945.an estimated accuracy of +/- 6 seconds.
 KY2945
 KY2945.The orthometric height was determined by differential leveling
 KY2945.and adjusted by the National Geodetic Survey in June 1991..
 KY2945
 KY2945.The geoid height was determined by GEOID03.
 KY2945
 KY2945.The dynamic height is computed by dividing the NAVD 88
 KY2945.geopotential number by the normal gravity value computed on the
 KY2945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2945.degrees latitude (g = 980.6199 gals.).
 KY2945
 KY2945.The modeled gravity was interpolated from observed gravity values.
 KY2945
 KY2945;                    North         East    Units  Estimated Accuracy
 KY2945;SPC PA S     -   147,340.      372,930.      MT  (+/- 180 meters Scaled)
 KY2945
 KY2945                          SUPERSEDED SURVEY CONTROL
 KY2945
 KY2945.No superseded survey control is available for this station.
 KY2945
 KY2945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE478977(NAD 83)
 KY2945_MARKER: DD = SURVEY DISK
 KY2945_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KY2945_SP_SET: BRIDGE ABUTMENT
 KY2945_STAMPING: 3
 KY2945_MARK LOGO: PADT  
 KY2945_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY2945+STABILITY: POSITION/ELEVATION WELL
 KY2945_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KY2945+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2005
 KY2945
 KY2945  HISTORY     - Date     Condition        Report By
 KY2945  HISTORY     - UNK      MONUMENTED       PADT
 KY2945  HISTORY     - 1983     GOOD             NGS
 KY2945  HISTORY     - 20050621 GOOD             JCLS
 KY2945
 KY2945                          STATION DESCRIPTION
 KY2945
 KY2945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2945'1.7 KM (1.05 MI) SE FROM MIDLAND.
 KY2945'1.7 KM (1.05 MI) SOUTHEAST ALONG STATE HIGHWAY 68 FROM THE POST OFFICE
 KY2945'IN MIDLAND TO THE MARK ON THE LEFT, IN TOP OF THE EAST END OF THE
 KY2945'SOUTH ABUTMENT OF THE STATE HIGHWAY 168 BRIDGE OVER THE EASTBOUND LANE
 KY2945'OF HIGHWAY 68, 7.46 METERS (24.5 FT) EAST OF THE CENTERLINE OF HIGHWAY
 KY2945'168.
 KY2945'THE MARK IS 0.30 M ABOVE HIGHWAY 168.
 KY2945
 KY2945                          STATION RECOVERY (2005)
 KY2945
 KY2945'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (FJO)
 KY2945'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1131 ***********************************************************************
 MA1131  DESIGNATION -  3 70+90
 MA1131  PID         -  MA1131
 MA1131  STATE/COUNTY-  PA/FOREST
 MA1131  USGS QUAD   -  TIONESTA (1973)
 MA1131
 MA1131                         *CURRENT SURVEY CONTROL
 MA1131  ___________________________________________________________________
 MA1131* NAD 83(1986)-  41 28 53.     (N)    079 25 35.     (W)     SCALED    
 MA1131* NAVD 88     -       328.127  (meters)    1076.53   (feet)  ADJUSTED  
 MA1131  ___________________________________________________________________
 MA1131  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MA1131  DYNAMIC HT  -         327.978 (meters)    1076.04  (feet)  COMP
 MA1131  MODELED GRAV-     980,159.3   (mgal)                       NAVD 88
 MA1131
 MA1131  VERT ORDER  -  SECOND    CLASS 0
 MA1131
 MA1131.The horizontal coordinates were scaled from a topographic map and have
 MA1131.an estimated accuracy of +/- 6 seconds.
 MA1131
 MA1131.The orthometric height was determined by differential leveling
 MA1131.and adjusted by the National Geodetic Survey in June 1991..
 MA1131
 MA1131.The geoid height was determined by GEOID03.
 MA1131
 MA1131.The dynamic height is computed by dividing the NAVD 88
 MA1131.geopotential number by the normal gravity value computed on the
 MA1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1131.degrees latitude (g = 980.6199 gals.).
 MA1131
 MA1131.The modeled gravity was interpolated from observed gravity values.
 MA1131
 MA1131;                    North         East    Units  Estimated Accuracy
 MA1131;SPC PA N     -   147,360.      460,000.      MT  (+/- 180 meters Scaled)
 MA1131
 MA1131                          SUPERSEDED SURVEY CONTROL
 MA1131
 MA1131  NGVD 29 (??/??/92)  328.289  (m)         1077.06   (f) ADJ UNCH    2 0
 MA1131
 MA1131.Superseded values are not recommended for survey control.
 MA1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1131.See file dsdata.txt to determine how the superseded data were derived.
 MA1131
 MA1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF313933(NAD 83)
 MA1131_MARKER: DD = SURVEY DISK
 MA1131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1131_SP_SET: CULVERT
 MA1131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1131
 MA1131  HISTORY     - Date     Condition        Report By
 MA1131  HISTORY     - UNK      MONUMENTED       PADH
 MA1131  HISTORY     - 1935     GOOD             NGS
 MA1131
 MA1131                          STATION DESCRIPTION
 MA1131
 MA1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1131'3 MI E FROM TIONESTA.
 MA1131'ABOUT 3.0 MILES EAST ALONG STATE HIGHWAY 66 FROM THE COUNTY
 MA1131'COURTHOUSE AT TIONESTA, FOREST COUNTY, ABOUT 384 FEET WEST OF A
 MA1131'1-STORY WOODEN SCHOOLHOUSE, ABOUT 80 FEET NORTHWEST OF A 1-STORY
 MA1131'WOODEN BUNGALOW, AT STATION 3-70+90, AT A 9-FOOT CULVERT, IN THE
 MA1131'TOP OF THE SOUTHWEST WING WALL, 15 FEET SOUTH OF THE CENTER LINE
 MA1131'OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE ROADWAY.  A
 MA1131'PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD DISK.  NOTE-- THE
 MA1131'DESCRIPTIONS FOR THE MARKS ON THIS LINE REFER TO THE 1935
 MA1131'LOCATION OF STATE HIGHWAYS 66 AND 666.  THE PRESENT LOCATION
 MA1131'OF THESE HIGHWAYS HAS BEEN RELOCATED DUE TO HIGH WATER OF THE
 MA1131'TIONESTA DAM, THEREFORE MARKS FROM BM 4-58+70 TO Y-78 MAY OR
 MA1131'MAY NOT BE RECOVERABLE DURING TIMES OF LOW WATER OF THE
 MA1131'RESERVOIR.  NOTE-- THE LOCATION OF STATE HIGHWAYS 66 AND 666,
 MA1131'HAVE BEEN RELOCATED DUE TO HIGH WATER OF THE TIONESTA DAM,
 MA1131'THEREFORE THE MARK MAY OR MAY NOT BE RECOVERABLE DURING TIMES
 MA1131'OF LOW WATER OF THE RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0525 ***********************************************************************
 KY0525  DESIGNATION -  3 BR
 KY0525  PID         -  KY0525
 KY0525  STATE/COUNTY-  PA/WASHINGTON
 KY0525  USGS QUAD   -  BETHANY (1981)
 KY0525
 KY0525                         *CURRENT SURVEY CONTROL
 KY0525  ___________________________________________________________________
 KY0525* NAD 83(1986)-  40 11 24.     (N)    080 29 59.     (W)     SCALED    
 KY0525* NAVD 88     -       258.279  (meters)     847.37   (feet)  ADJUSTED  
 KY0525  ___________________________________________________________________
 KY0525  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KY0525  DYNAMIC HT  -         258.134 (meters)     846.89  (feet)  COMP
 KY0525  MODELED GRAV-     980,059.9   (mgal)                       NAVD 88
 KY0525
 KY0525  VERT ORDER  -  SECOND    CLASS 0
 KY0525
 KY0525.The horizontal coordinates were scaled from a topographic map and have
 KY0525.an estimated accuracy of +/- 6 seconds.
 KY0525
 KY0525.The orthometric height was determined by differential leveling
 KY0525.and adjusted by the National Geodetic Survey in June 1991..
 KY0525
 KY0525.The geoid height was determined by GEOID03.
 KY0525
 KY0525.The dynamic height is computed by dividing the NAVD 88
 KY0525.geopotential number by the normal gravity value computed on the
 KY0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0525.degrees latitude (g = 980.6199 gals.).
 KY0525
 KY0525.The modeled gravity was interpolated from observed gravity values.
 KY0525
 KY0525;                    North         East    Units  Estimated Accuracy
 KY0525;SPC PA S     -    98,770.      365,890.      MT  (+/- 180 meters Scaled)
 KY0525
 KY0525                          SUPERSEDED SURVEY CONTROL
 KY0525
 KY0525  NGVD 29 (??/??/92)  258.434  (m)          847.88   (f) ADJ UNCH    2 0
 KY0525
 KY0525.Superseded values are not recommended for survey control.
 KY0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0525.See file dsdata.txt to determine how the superseded data were derived.
 KY0525
 KY0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE425489(NAD 83)
 KY0525_MARKER: DD = SURVEY DISK
 KY0525_SETTING: 66 = SET IN ROCK OUTCROP
 KY0525_SP_SET: ROCK SLAB
 KY0525_STAMPING: TT 3 BR 1952 848
 KY0525_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY0525+STABILITY: POSITION/ELEVATION WELL
 KY0525
 KY0525  HISTORY     - Date     Condition        Report By
 KY0525  HISTORY     - 1952     MONUMENTED       USGS
 KY0525  HISTORY     - 1957     GOOD             NGS
 KY0525
 KY0525                          STATION DESCRIPTION
 KY0525
 KY0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0525'4.3 MI E FROM BETHANY.
 KY0525'IN WASHINGTON COUNTY, PENNSYLVANIA, ABOUT 4.3 MILES EAST ALONG
 KY0525'STATE HIGHWAY 67 AND 331 FROM THE POST OFFICE AT BETHANY, BROOKE
 KY0525'COUNTY WEST VIRGINIA, AT JUNCTION OF BLACK TOP ROAD LEADING TO
 KY0525'WEST ALEXANDER, 23 FEET SOUTH OF CENTER LINE OF HIGHWAY, 95
 KY0525'FEET EAST OF CENTER LINE OF ROAD SOUTH, 84 FEET EAST-SOUTHEAST
 KY0525'OF BM Y 112, IN THE TOP OF A 10 BY 10-FOOT HIGH SLAB OF ROCK
 KY0525'AND 1/2 FOOT ABOVE LEVEL OF HIGHWAY.  NOTE-- MARK IS ABOUT 3.85
 KY0525'MILES WEST ALONG STATE HIGHWAY 331 FROM THE JUNCTION OF STATE
 KY0525'HIGHWAY 231 LEADING SOUTH TO ACHESON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1821 ***********************************************************************
 KX1821  DESIGNATION -  3 EGB
 KX1821  PID         -  KX1821
 KX1821  STATE/COUNTY-  PA/INDIANA
 KX1821  USGS QUAD   -  PLUMVILLE (1977)
 KX1821
 KX1821                         *CURRENT SURVEY CONTROL
 KX1821  ___________________________________________________________________
 KX1821* NAD 83(1986)-  40 47 39.     (N)    079 09 58.     (W)     SCALED    
 KX1821* NAVD 88     -       368.742  (meters)    1209.78   (feet)  ADJUSTED  
 KX1821  ___________________________________________________________________
 KX1821  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KX1821  DYNAMIC HT  -         368.559 (meters)    1209.18  (feet)  COMP
 KX1821  MODELED GRAV-     980,118.5   (mgal)                       NAVD 88
 KX1821
 KX1821  VERT ORDER  -  FIRST     CLASS II
 KX1821
 KX1821.The horizontal coordinates were scaled from a topographic map and have
 KX1821.an estimated accuracy of +/- 6 seconds.
 KX1821
 KX1821.The orthometric height was determined by differential leveling
 KX1821.and adjusted by the National Geodetic Survey in June 1991..
 KX1821
 KX1821.The geoid height was determined by GEOID03.
 KX1821
 KX1821.The dynamic height is computed by dividing the NAVD 88
 KX1821.geopotential number by the normal gravity value computed on the
 KX1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1821.degrees latitude (g = 980.6199 gals.).
 KX1821
 KX1821.The modeled gravity was interpolated from observed gravity values.
 KX1821
 KX1821;                    North         East    Units  Estimated Accuracy
 KX1821;SPC PA S     -   163,170.      480,490.      MT  (+/- 180 meters Scaled)
 KX1821
 KX1821                          SUPERSEDED SURVEY CONTROL
 KX1821
 KX1821  NGVD 29 (06/03/92)  368.913  (m)         1210.34   (f) ADJUSTED    1 2
 KX1821
 KX1821.Superseded values are not recommended for survey control.
 KX1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1821.See file dsdata.txt to determine how the superseded data were derived.
 KX1821
 KX1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF547175(NAD 83)
 KX1821_MARKER: DD = SURVEY DISK
 KX1821_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KX1821_SP_SET: HEADWALL OF CULVERT
 KX1821_STAMPING: 3 EGB 1210 1967
 KX1821_MARK LOGO: USGS  
 KX1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1821+STABILITY: SURFACE MOTION
 KX1821
 KX1821  HISTORY     - Date     Condition        Report By
 KX1821  HISTORY     - 1967     MONUMENTED       USGS
 KX1821  HISTORY     - 1982     GOOD             NGS
 KX1821
 KX1821                          STATION DESCRIPTION
 KX1821
 KX1821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1821'2.0 KM (1.25 MI) EAST FROM PLUMVILLE.
 KX1821'AT THE JUNCTION OF HIGHWAYS 85 AND 210 NORTH, AT THE NORTHWEST ANGLE
 KX1821'OF THE INTERSECTION, IN TOP OF THE SOUTHWEST END OF THE CONCRETE
 KX1821'HEADWALL OF A CULVERT UNDER HIGHWAY 210 NORTH, 10.1 METERS (33.0 FT)
 KX1821'NORTH FROM THE CENTER OF HIGHWAY 85, 17.8 METERS (58.5 FT) EAST FROM A
 KX1821'HISTORICAL SIGN (JOHN S. FISCHER), AND 5.5 METERS (18.0 FT) EAST FROM
 KX1821'A POWER POLE.
 KX1821'THE MARK IS 2.0 METERS  S FROM A WITNESS POST.
 KX1821'THE MARK IS ABOVE LEVEL WITH HIGHWAY 210 NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1531 ***********************************************************************
 KV1531  DESIGNATION -  3 LAFCOL
 KV1531  PID         -  KV1531
 KV1531  STATE/COUNTY-  PA/NORTHAMPTON
 KV1531  USGS QUAD   -  EASTON (1994)
 KV1531
 KV1531                         *CURRENT SURVEY CONTROL
 KV1531  ___________________________________________________________________
 KV1531* NAD 83(1986)-  40 41 48.     (N)    075 12 32.     (W)     SCALED    
 KV1531* NAVD 88     -        99.730  (meters)     327.20   (feet)  ADJUSTED  
 KV1531  ___________________________________________________________________
 KV1531  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KV1531  DYNAMIC HT  -          99.684 (meters)     327.05  (feet)  COMP
 KV1531  MODELED GRAV-     980,159.2   (mgal)                       NAVD 88
 KV1531
 KV1531  VERT ORDER  -  SECOND    CLASS 0
 KV1531
 KV1531.The horizontal coordinates were scaled from a topographic map and have
 KV1531.an estimated accuracy of +/- 6 seconds.
 KV1531
 KV1531.The orthometric height was determined by differential leveling
 KV1531.and adjusted by the National Geodetic Survey in June 1991..
 KV1531
 KV1531.The geoid height was determined by GEOID03.
 KV1531
 KV1531.The dynamic height is computed by dividing the NAVD 88
 KV1531.geopotential number by the normal gravity value computed on the
 KV1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1531.degrees latitude (g = 980.6199 gals.).
 KV1531
 KV1531.The modeled gravity was interpolated from observed gravity values.
 KV1531
 KV1531;                    North         East    Units  Estimated Accuracy
 KV1531;SPC PA S     -   154,470.      814,740.      MT  (+/- 180 meters Scaled)
 KV1531
 KV1531                          SUPERSEDED SURVEY CONTROL
 KV1531
 KV1531  NGVD 29 (??/??/??)   99.963  (m)          327.96   (f) ADJUSTED    2 0
 KV1531
 KV1531.Superseded values are not recommended for survey control.
 KV1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1531.See file dsdata.txt to determine how the superseded data were derived.
 KV1531
 KV1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL823051(NAD 83)
 KV1531_MARKER: Z = SEE DESCRIPTION
 KV1531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1531_SP_SET: CONC BLOCK
 KV1531_STAMPING: 3
 KV1531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1531
 KV1531  HISTORY     - Date     Condition        Report By
 KV1531  HISTORY     - 1935     MONUMENTED       LAFCO
 KV1531  HISTORY     - 1935     GOOD             CGS
 KV1531  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV1531  HISTORY     - 19941130 MARK NOT FOUND   USPSQD
 KV1531  HISTORY     - 20020105 MARK NOT FOUND   USPSQD
 KV1531
 KV1531                          STATION DESCRIPTION
 KV1531
 KV1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1531'AT EASTON.
 KV1531'AT EASTON, NORTHAMPTON COUNTY, ON THE LAFEYETTE COLLEGE CAMPUS,
 KV1531'IN THE BRUSH BETWEEN THE DELTA TAU DELTA FRATERNITY HOUSE AND THE
 KV1531'MRS. OSCAR WENDENBURG PROPERTY, 13.5 FEET EAST OF THE WEST FACE
 KV1531'OF A STONE RETAINING WALL, AND 30.3 FEET SOUTH OF THE SOUTH
 KV1531'EDGE OF TWIN 21-INCH ELM TREES.  A 1-INCH COPPER PLUG STAMPED 3
 KV1531'AND SET IN A 6-INCH TESTING CYLINDER ENCASED IN A BLOCK OF
 KV1531'CONCRETE ABOUT FLUSH WITH GROUND.
 KV1531
 KV1531                          STATION RECOVERY (1984)
 KV1531
 KV1531'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV1531'MARK NOT FOUND.
 KV1531
 KV1531                          STATION RECOVERY (1994)
 KV1531
 KV1531'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1531'MARK NOT FOUND.
 KV1531
 KV1531                          STATION RECOVERY (2002)
 KV1531
 KV1531'RECOVERY NOTE BY US POWER SQUADRON 2002 (MAM)
 KV1531'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1062 ***********************************************************************
 KW1062  DESIGNATION -  3 PRR
 KW1062  PID         -  KW1062
 KW1062  STATE/COUNTY-  PA/YORK
 KW1062  USGS QUAD   -  COLUMBIA WEST (1990)
 KW1062
 KW1062                         *CURRENT SURVEY CONTROL
 KW1062  ___________________________________________________________________
 KW1062* NAD 83(1986)-  40 00 44.     (N)    076 32 52.     (W)     SCALED    
 KW1062* NAVD 88     -        87.754  (meters)     287.91   (feet)  ADJUSTED  
 KW1062  ___________________________________________________________________
 KW1062  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KW1062  DYNAMIC HT  -          87.708 (meters)     287.76  (feet)  COMP
 KW1062  MODELED GRAV-     980,105.4   (mgal)                       NAVD 88
 KW1062
 KW1062  VERT ORDER  -  SECOND    CLASS 0
 KW1062
 KW1062.The horizontal coordinates were scaled from a topographic map and have
 KW1062.an estimated accuracy of +/- 6 seconds.
 KW1062
 KW1062.The orthometric height was determined by differential leveling
 KW1062.and adjusted by the National Geodetic Survey in June 1991..
 KW1062
 KW1062.The geoid height was determined by GEOID03.
 KW1062
 KW1062.The dynamic height is computed by dividing the NAVD 88
 KW1062.geopotential number by the normal gravity value computed on the
 KW1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1062.degrees latitude (g = 980.6199 gals.).
 KW1062
 KW1062.The modeled gravity was interpolated from observed gravity values.
 KW1062
 KW1062;                    North         East    Units  Estimated Accuracy
 KW1062;SPC PA S     -    76,080.      702,640.      MT  (+/- 180 meters Scaled)
 KW1062
 KW1062                          SUPERSEDED SURVEY CONTROL
 KW1062
 KW1062  NGVD 29 (??/??/??)   88.009  (m)          288.74   (f) ADJUSTED    2 0
 KW1062
 KW1062.Superseded values are not recommended for survey control.
 KW1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1062.See file dsdata.txt to determine how the superseded data were derived.
 KW1062
 KW1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK679302(NAD 83)
 KW1062_MARKER: B = BOLT
 KW1062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1062_SP_SET: ABUTMENT
 KW1062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1062
 KW1062  HISTORY     - Date     Condition        Report By
 KW1062  HISTORY     - UNK      MONUMENTED       PRR
 KW1062  HISTORY     - 1935     GOOD             CGS
 KW1062
 KW1062                          STATION DESCRIPTION
 KW1062
 KW1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW1062'1.7 MI W FROM WRIGHTSVILLE.
 KW1062'1.7 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1062'STATION AT WRIGHTSVILLE, 0.1 MILE NORTH OF THE STATION AT
 KW1062'STRICKER, AT BRIDGE 2.98 OVER CREITZ CREEK, IN THE TOP OF THE
 KW1062'NORTH END OF THE WEST CONCRETE ABUTMENT, AND 10 FEET NORTH OF
 KW1062'THE CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1865 ***********************************************************************
 KV1865  DESIGNATION -  3 PRR
 KV1865  PID         -  KV1865
 KV1865  STATE/COUNTY-  PA/CHESTER
 KV1865  USGS QUAD   -  VALLEY FORGE (1992)
 KV1865
 KV1865                         *CURRENT SURVEY CONTROL
 KV1865  ___________________________________________________________________
 KV1865* NAD 83(1986)-  40 02 56.     (N)    075 29 55.     (W)     SCALED    
 KV1865* NAVD 88     -        97.992  (meters)     321.50   (feet)  ADJUSTED  
 KV1865  ___________________________________________________________________
 KV1865  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 KV1865  DYNAMIC HT  -          97.944 (meters)     321.34  (feet)  COMP
 KV1865  MODELED GRAV-     980,138.4   (mgal)                       NAVD 88
 KV1865
 KV1865  VERT ORDER  -  SECOND    CLASS 0
 KV1865
 KV1865.The horizontal coordinates were scaled from a topographic map and have
 KV1865.an estimated accuracy of +/- 6 seconds.
 KV1865
 KV1865.The orthometric height was determined by differential leveling
 KV1865.and adjusted by the National Geodetic Survey in June 1991..
 KV1865
 KV1865.The geoid height was determined by GEOID03.
 KV1865
 KV1865.The dynamic height is computed by dividing the NAVD 88
 KV1865.geopotential number by the normal gravity value computed on the
 KV1865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1865.degrees latitude (g = 980.6199 gals.).
 KV1865
 KV1865.The modeled gravity was interpolated from observed gravity values.
 KV1865
 KV1865;                    North         East    Units  Estimated Accuracy
 KV1865;SPC PA S     -    81,900.      792,090.      MT  (+/- 180 meters Scaled)
 KV1865
 KV1865                          SUPERSEDED SURVEY CONTROL
 KV1865
 KV1865  NGVD 29 (??/??/??)   98.291  (m)          322.48   (f) ADJUSTED    2 0
 KV1865
 KV1865.Superseded values are not recommended for survey control.
 KV1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1865.See file dsdata.txt to determine how the superseded data were derived.
 KV1865
 KV1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK574333(NAD 83)
 KV1865_MARKER: B = BOLT
 KV1865_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1865_SP_SET: WINGWALL
 KV1865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1865
 KV1865  HISTORY     - Date     Condition        Report By
 KV1865  HISTORY     - UNK      MONUMENTED       PRR
 KV1865  HISTORY     - 1935     GOOD             CGS
 KV1865
 KV1865                          STATION DESCRIPTION
 KV1865
 KV1865'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1865'4.4 MI NE FROM FRAZER.
 KV1865'4.4 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV1865'STATION AT FRAZER, CHESTER COUNTY, 11 FEET NORTHWEST OF THE
 KV1865'CENTERLINE OF THE FREIGHT TRACK, AT BRIDGE 4.79 AND IN THE TOP
 KV1865'OF THE NORTHWEST CORNER OF THE WING WALL.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0869 ***********************************************************************
 KW0869  DESIGNATION -  3 PRR
 KW0869  PID         -  KW0869
 KW0869  STATE/COUNTY-  PA/DAUPHIN
 KW0869  USGS QUAD   -  HARRISBURG WEST (1987)
 KW0869
 KW0869                         *CURRENT SURVEY CONTROL
 KW0869  ___________________________________________________________________
 KW0869* NAD 83(1986)-  40 19 36.     (N)    076 53 38.     (W)     SCALED    
 KW0869* NAVD 88     -       101.941  (meters)     334.45   (feet)  ADJUSTED  
 KW0869  ___________________________________________________________________
 KW0869  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 KW0869  DYNAMIC HT  -         101.891 (meters)     334.29  (feet)  COMP
 KW0869  MODELED GRAV-     980,131.3   (mgal)                       NAVD 88
 KW0869
 KW0869  VERT ORDER  -  FIRST     CLASS I
 KW0869
 KW0869.The horizontal coordinates were scaled from a topographic map and have
 KW0869.an estimated accuracy of +/- 6 seconds.
 KW0869
 KW0869.The orthometric height was determined by differential leveling
 KW0869.and adjusted by the National Geodetic Survey in June 1991..
 KW0869
 KW0869.The geoid height was determined by GEOID03.
 KW0869
 KW0869.The dynamic height is computed by dividing the NAVD 88
 KW0869.geopotential number by the normal gravity value computed on the
 KW0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0869.degrees latitude (g = 980.6199 gals.).
 KW0869
 KW0869.The modeled gravity was interpolated from observed gravity values.
 KW0869
 KW0869;                    North         East    Units  Estimated Accuracy
 KW0869;SPC PA S     -   110,650.      672,750.      MT  (+/- 180 meters Scaled)
 KW0869
 KW0869                          SUPERSEDED SURVEY CONTROL
 KW0869
 KW0869  NGVD 29 (??/??/??)  102.156  (m)          335.16   (f) ADJUSTED    1 1
 KW0869
 KW0869.Superseded values are not recommended for survey control.
 KW0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0869.See file dsdata.txt to determine how the superseded data were derived.
 KW0869
 KW0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK391657(NAD 83)
 KW0869_MARKER: B = BOLT
 KW0869_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0869_SP_SET: ABUTMENT
 KW0869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0869
 KW0869  HISTORY     - Date     Condition        Report By
 KW0869  HISTORY     - UNK      MONUMENTED       PRR
 KW0869  HISTORY     - 1966     GOOD             CGS
 KW0869  HISTORY     - 20010108 MARK NOT FOUND   PADT
 KW0869  HISTORY     - 20050514 GOOD             GEOCAC
 KW0869
 KW0869                          STATION DESCRIPTION
 KW0869
 KW0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0869'4.4 MI N FROM HARRISBURG.
 KW0869'ABOUT 4.35 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW0869'STATION AT HARRISBURG, SET IN THE TOP OF THE WEST END OF THE
 KW0869'SOUTH CONCRETE ABUTMENT OF THE LINGLESTOWN ROAD UNDERPASS, 8 1/2
 KW0869'FEET WEST OF THE WEST RAIL OF THE WEST TRACK, 2 1/2 FEET WEST
 KW0869'OF A METAL RAILING, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
 KW0869
 KW0869                          STATION RECOVERY (2001)
 KW0869
 KW0869'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (SMM)
 KW0869'MARK NOT FOUND.
 KW0869
 KW0869                          STATION RECOVERY (2005)
 KW0869
 KW0869'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0869'MARK WAS UNDER BALLAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0714 ***********************************************************************
 JU0714  DESIGNATION -  3 PRR
 JU0714  PID         -  JU0714
 JU0714  STATE/COUNTY-  PA/PHILADELPHIA
 JU0714  USGS QUAD   -  CAMDEN (1995)
 JU0714
 JU0714                         *CURRENT SURVEY CONTROL
 JU0714  ___________________________________________________________________
 JU0714* NAD 83(1986)-  39 59 35.     (N)    075 04 53.     (W)     SCALED    
 JU0714* NAVD 88     -        10.535  (meters)      34.56   (feet)  ADJUSTED  
 JU0714  ___________________________________________________________________
 JU0714  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JU0714  DYNAMIC HT  -          10.531 (meters)      34.55  (feet)  COMP
 JU0714  MODELED GRAV-     980,184.0   (mgal)                       NAVD 88
 JU0714
 JU0714  VERT ORDER  -  FIRST     CLASS I
 JU0714
 JU0714.The horizontal coordinates were scaled from a topographic map and have
 JU0714.an estimated accuracy of +/- 6 seconds.
 JU0714
 JU0714.The orthometric height was determined by differential leveling
 JU0714.and adjusted by the National Geodetic Survey in June 1991..
 JU0714.WARNING-Repeat measurements at this control monument indicate possible
 JU0714.vertical movement.
 JU0714
 JU0714.The geoid height was determined by GEOID03.
 JU0714
 JU0714.The dynamic height is computed by dividing the NAVD 88
 JU0714.geopotential number by the normal gravity value computed on the
 JU0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0714.degrees latitude (g = 980.6199 gals.).
 JU0714
 JU0714.The modeled gravity was interpolated from observed gravity values.
 JU0714
 JU0714;                    North         East    Units  Estimated Accuracy
 JU0714;SPC PA S     -    76,700.      827,870.      MT  (+/- 180 meters Scaled)
 JU0714
 JU0714                          SUPERSEDED SURVEY CONTROL
 JU0714
 JU0714  NGVD 29 (01/10/92)   10.857  (m)           35.62   (f) ADJUSTED    1 1
 JU0714
 JU0714.Superseded values are not recommended for survey control.
 JU0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0714.See file dsdata.txt to determine how the superseded data were derived.
 JU0714
 JU0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK930269(NAD 83)
 JU0714_MARKER: B = BOLT
 JU0714_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0714_SP_SET: ABUTMENT
 JU0714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0714
 JU0714  HISTORY     - Date     Condition        Report By
 JU0714  HISTORY     - UNK      MONUMENTED       PRR
 JU0714  HISTORY     - 1963     GOOD             CGS
 JU0714  HISTORY     - 1974     GOOD             NGS
 JU0714  HISTORY     - 1979     GOOD             NGS
 JU0714
 JU0714                          STATION DESCRIPTION
 JU0714
 JU0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0714'AT PHILADELPHIA.
 JU0714'AT PHILADELPHIA, ALONG THE PENNSYLVANIA RAILROAD LINE TO DELAIR,
 JU0714'NEW JERSEY, AT RAILROAD BRIDGE 1-08 OVER RICHMOND STREET, SET
 JU0714'ON TOP OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT, AND IS A
 JU0714'COPPER BOLT SURROUNDED BY THE NUMBER AND LETTERS 3 BM.
 JU0714
 JU0714                          STATION RECOVERY (1974)
 JU0714
 JU0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JU0714'RECOVERED IN GOOD CONDITION.
 JU0714
 JU0714                          STATION RECOVERY (1979)
 JU0714
 JU0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0305 ***********************************************************************
 MA0305  DESIGNATION -  30
 MA0305  PID         -  MA0305
 MA0305  STATE/COUNTY-  PA/CAMERON
 MA0305  USGS QUAD   -  DRIFTWOOD (1988)
 MA0305
 MA0305                         *CURRENT SURVEY CONTROL
 MA0305  ___________________________________________________________________
 MA0305* NAD 83(1986)-  41 20 45.     (N)    078 08 16.     (W)     SCALED    
 MA0305* NAVD 88     -       250.194  (meters)     820.84   (feet)  ADJUSTED  
 MA0305  ___________________________________________________________________
 MA0305  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 MA0305  DYNAMIC HT  -         250.084 (meters)     820.48  (feet)  COMP
 MA0305  MODELED GRAV-     980,175.6   (mgal)                       NAVD 88
 MA0305
 MA0305  VERT ORDER  -  SECOND    CLASS 0
 MA0305
 MA0305.The horizontal coordinates were scaled from a topographic map and have
 MA0305.an estimated accuracy of +/- 6 seconds.
 MA0305
 MA0305.The orthometric height was determined by differential leveling
 MA0305.and adjusted by the National Geodetic Survey in June 1991..
 MA0305
 MA0305.The geoid height was determined by GEOID03.
 MA0305
 MA0305.The dynamic height is computed by dividing the NAVD 88
 MA0305.geopotential number by the normal gravity value computed on the
 MA0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0305.degrees latitude (g = 980.6199 gals.).
 MA0305
 MA0305.The modeled gravity was interpolated from observed gravity values.
 MA0305
 MA0305;                    North         East    Units  Estimated Accuracy
 MA0305;SPC PA N     -   131,020.      567,550.      MT  (+/- 180 meters Scaled)
 MA0305
 MA0305                          SUPERSEDED SURVEY CONTROL
 MA0305
 MA0305  NGVD 29 (??/??/92)  250.37   (m)          821.4    (f) COMPUTED    2 0
 MA0305
 MA0305.Superseded values are not recommended for survey control.
 MA0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0305.See file dsdata.txt to determine how the superseded data were derived.
 MA0305
 MA0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF394811(NAD 83)
 MA0305_MARKER: Q = CHISELED SQUARE
 MA0305_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0305_SP_SET: ABUTMENT
 MA0305_STAMPING: BM 30
 MA0305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0305
 MA0305  HISTORY     - Date     Condition        Report By
 MA0305  HISTORY     - UNK      MONUMENTED       PRR
 MA0305  HISTORY     - 1934     GOOD             NGS
 MA0305
 MA0305                          STATION DESCRIPTION
 MA0305
 MA0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0305'0.8 MI W FROM DRIFTWOOD.
 MA0305'0.8 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM DRIFTWOOD,
 MA0305'AT BRIDGE 167.17, ON THE TOP OF THE SOUTH END OF THE EAST
 MA0305'ABUTMENT, 13 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND
 MA0305'ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A CHISELED SQUARE,
 MA0305'MARKED BM 30.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1010 ***********************************************************************
 MA1010  DESIGNATION -  30
 MA1010  PID         -  MA1010
 MA1010  STATE/COUNTY-  PA/CLARION
 MA1010  USGS QUAD   -  NEW BETHLEHEM (1981)
 MA1010
 MA1010                         *CURRENT SURVEY CONTROL
 MA1010  ___________________________________________________________________
 MA1010* NAD 83(1986)-  41 01 41.     (N)    079 15 47.     (W)     SCALED    
 MA1010* NAVD 88     -       334.129  (meters)    1096.22   (feet)  ADJUSTED  
 MA1010  ___________________________________________________________________
 MA1010  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 MA1010  DYNAMIC HT  -         333.968 (meters)    1095.69  (feet)  COMP
 MA1010  MODELED GRAV-     980,133.0   (mgal)                       NAVD 88
 MA1010
 MA1010  VERT ORDER  -  SECOND    CLASS 0
 MA1010
 MA1010.The horizontal coordinates were scaled from a topographic map and have
 MA1010.an estimated accuracy of +/- 6 seconds.
 MA1010
 MA1010.The orthometric height was determined by differential leveling
 MA1010.and adjusted by the National Geodetic Survey in June 1991..
 MA1010
 MA1010.The geoid height was determined by GEOID03.
 MA1010
 MA1010.The dynamic height is computed by dividing the NAVD 88
 MA1010.geopotential number by the normal gravity value computed on the
 MA1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1010.degrees latitude (g = 980.6199 gals.).
 MA1010
 MA1010.The modeled gravity was interpolated from observed gravity values.
 MA1010
 MA1010;                    North         East    Units  Estimated Accuracy
 MA1010;SPC PA N     -    96,770.      472,760.      MT  (+/- 180 meters Scaled)
 MA1010
 MA1010                          SUPERSEDED SURVEY CONTROL
 MA1010
 MA1010  NGVD 29 (??/??/92)  334.298  (m)         1096.78   (f) ADJ UNCH    2 0
 MA1010
 MA1010.Superseded values are not recommended for survey control.
 MA1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1010.See file dsdata.txt to determine how the superseded data were derived.
 MA1010
 MA1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF460433(NAD 83)
 MA1010_MARKER: B = BOLT
 MA1010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1010_SP_SET: BRIDGE WALL
 MA1010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1010
 MA1010  HISTORY     - Date     Condition        Report By
 MA1010  HISTORY     - UNK      MONUMENTED       PRR
 MA1010  HISTORY     - 1935     GOOD             NGS
 MA1010
 MA1010                          STATION DESCRIPTION
 MA1010
 MA1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1010'0.9 MI E FROM HAWTHORN.
 MA1010'ABOUT 0.9 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA1010'STATION AT HAWTHORN, CLARION COUNTY, AT 60-FOOT SPAN GIRDER
 MA1010'BRIDGE 24.77 OVER A CREEK, IN THE TOP OF THE EAST MASONRY BACK
 MA1010'WALL, 15 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 2
 MA1010'FEET LOWER THAN THE TOP OF THE RAIL.  A COPPER BOLT, MARKED B.M.
 MA1010'30.  NOTE-- IT WAS REPORTED IN 1935 THAT THE STAMPING WAS
 MA1010'ILLEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0883 ***********************************************************************
 MA0883  DESIGNATION -  30
 MA0883  PID         -  MA0883
 MA0883  STATE/COUNTY-  PA/WARREN
 MA0883  USGS QUAD   -  CLARENDON (1977)
 MA0883
 MA0883                         *CURRENT SURVEY CONTROL
 MA0883  ___________________________________________________________________
 MA0883* NAD 83(1986)-  41 49 29.     (N)    079 07 22.     (W)     SCALED    
 MA0883* NAVD 88     -       371.302  (meters)    1218.18   (feet)  ADJUSTED  
 MA0883  ___________________________________________________________________
 MA0883  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 MA0883  DYNAMIC HT  -         371.154 (meters)    1217.69  (feet)  COMP
 MA0883  MODELED GRAV-     980,212.6   (mgal)                       NAVD 88
 MA0883
 MA0883  VERT ORDER  -  SECOND    CLASS 0
 MA0883
 MA0883.The horizontal coordinates were scaled from a topographic map and have
 MA0883.an estimated accuracy of +/- 6 seconds.
 MA0883
 MA0883.The orthometric height was determined by differential leveling
 MA0883.and adjusted by the National Geodetic Survey in June 1991..
 MA0883
 MA0883.The geoid height was determined by GEOID03.
 MA0883
 MA0883.The dynamic height is computed by dividing the NAVD 88
 MA0883.geopotential number by the normal gravity value computed on the
 MA0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0883.degrees latitude (g = 980.6199 gals.).
 MA0883
 MA0883.The modeled gravity was interpolated from observed gravity values.
 MA0883
 MA0883;                    North         East    Units  Estimated Accuracy
 MA0883;SPC PA N     -   185,040.      485,960.      MT  (+/- 180 meters Scaled)
 MA0883
 MA0883                          SUPERSEDED SURVEY CONTROL
 MA0883
 MA0883  NGVD 29 (??/??/92)  371.466  (m)         1218.72   (f) ADJ UNCH    2 0
 MA0883
 MA0883.Superseded values are not recommended for survey control.
 MA0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0883.See file dsdata.txt to determine how the superseded data were derived.
 MA0883
 MA0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG558320(NAD 83)
 MA0883_MARKER: Z = SEE DESCRIPTION
 MA0883_SETTING: 66 = SET IN ROCK OUTCROP
 MA0883_SP_SET: ROCK OUTCROP
 MA0883_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA0883+STABILITY: POSITION/ELEVATION WELL
 MA0883_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MA0883+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000
 MA0883
 MA0883  HISTORY     - Date     Condition        Report By
 MA0883  HISTORY     - UNK      MONUMENTED       PRR
 MA0883  HISTORY     - 1935     GOOD             NGS
 MA0883  HISTORY     - 1936     GOOD             NGS
 MA0883  HISTORY     - 20001031 GOOD             USPSQD
 MA0883
 MA0883                          STATION DESCRIPTION
 MA0883
 MA0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA0883'2.4 MI SE FROM WARREN.
 MA0883'ABOUT 2.4 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0883'THE STATION AT WARREN, WARREN COUNTY, ABOUT 0.2 MILE EAST OF
 MA0883'MILEPOST 220-68, 18 FEET SOUTHEAST OF POLE 68+8, 14 FEET
 MA0883'SOUTHWEST OF THE SOUTHWEST RAIL, IN THE TOP OF A ROCK OUTCROP,
 MA0883'AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A 3- BY 3-INCH OUTLINED
 MA0883'SQUARE.
 MA0883
 MA0883                          STATION RECOVERY (1936)
 MA0883
 MA0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 MA0883'RECOVERED IN GOOD CONDITION.
 MA0883
 MA0883                          STATION RECOVERY (2000)
 MA0883
 MA0883'RECOVERY NOTE BY US POWER SQUADRON 2000 (DH)
 MA0883'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0326 ***********************************************************************
 KX0326  DESIGNATION -  30
 KX0326  PID         -  KX0326
 KX0326  STATE/COUNTY-  PA/BEDFORD
 KX0326  USGS QUAD   -  EVERETT WEST (1987)
 KX0326
 KX0326                         *CURRENT SURVEY CONTROL
 KX0326  ___________________________________________________________________
 KX0326* NAD 83(1986)-  40 03 44.     (N)    078 28 23.     (W)     SCALED    
 KX0326* NAVD 88     -       323.544  (meters)    1061.49   (feet)  ADJUSTED  
 KX0326  ___________________________________________________________________
 KX0326  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KX0326  DYNAMIC HT  -         323.363 (meters)    1060.90  (feet)  COMP
 KX0326  MODELED GRAV-     980,057.1   (mgal)                       NAVD 88
 KX0326
 KX0326  VERT ORDER  -  SECOND    CLASS 0
 KX0326
 KX0326.The horizontal coordinates were scaled from a topographic map and have
 KX0326.an estimated accuracy of +/- 6 seconds.
 KX0326
 KX0326.The orthometric height was determined by differential leveling
 KX0326.and adjusted by the National Geodetic Survey in June 1991..
 KX0326
 KX0326.The geoid height was determined by GEOID03.
 KX0326
 KX0326.The dynamic height is computed by dividing the NAVD 88
 KX0326.geopotential number by the normal gravity value computed on the
 KX0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0326.degrees latitude (g = 980.6199 gals.).
 KX0326
 KX0326.The modeled gravity was interpolated from observed gravity values.
 KX0326
 KX0326;                    North         East    Units  Estimated Accuracy
 KX0326;SPC PA S     -    81,180.      538,310.      MT  (+/- 180 meters Scaled)
 KX0326
 KX0326                          SUPERSEDED SURVEY CONTROL
 KX0326
 KX0326  NGVD 29 (??/??/92)  323.704  (m)         1062.02   (f) ADJ UNCH    2 0
 KX0326
 KX0326.Superseded values are not recommended for survey control.
 KX0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0326.See file dsdata.txt to determine how the superseded data were derived.
 KX0326
 KX0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE155377(NAD 83)
 KX0326_MARKER: Q = CHISELED SQUARE
 KX0326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0326_SP_SET: BRIDGE
 KX0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0326
 KX0326  HISTORY     - Date     Condition        Report By
 KX0326  HISTORY     - UNK      MONUMENTED       PRR
 KX0326  HISTORY     - 1935     GOOD             NGS
 KX0326
 KX0326                          STATION DESCRIPTION
 KX0326
 KX0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0326'4.3 MI N FROM BEDFORD.
 KX0326'4.3 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0326'AT BEDFORD, BEDFORD COUNTY, AT THE NORTH ABUTMENT OF BRIDGE 41.54
 KX0326'OVER PLEASANT VALLEY CREEK, ON THE TOP OF THE WEST END, AND 9 FEET
 KX0326'WEST OF THE CENTER LINE OF THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0900 ***********************************************************************
 KX0900  DESIGNATION -  30
 KX0900  PID         -  KX0900
 KX0900  STATE/COUNTY-  PA/INDIANA
 KX0900  USGS QUAD   -  BRUSH VALLEY (1981)
 KX0900
 KX0900                         *CURRENT SURVEY CONTROL
 KX0900  ___________________________________________________________________
 KX0900* NAD 83(1986)-  40 34 58.     (N)    079 00 09.     (W)     SCALED    
 KX0900* NAVD 88     -       395.215  (meters)    1296.63   (feet)  ADJUSTED  
 KX0900  ___________________________________________________________________
 KX0900  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KX0900  DYNAMIC HT  -         395.003 (meters)    1295.94  (feet)  COMP
 KX0900  MODELED GRAV-     980,077.5   (mgal)                       NAVD 88
 KX0900
 KX0900  VERT ORDER  -  SECOND    CLASS 0
 KX0900
 KX0900.The horizontal coordinates were scaled from a topographic map and have
 KX0900.an estimated accuracy of +/- 6 seconds.
 KX0900
 KX0900.The orthometric height was determined by differential leveling
 KX0900.and adjusted by the National Geodetic Survey in June 1991..
 KX0900
 KX0900.The geoid height was determined by GEOID03.
 KX0900
 KX0900.The dynamic height is computed by dividing the NAVD 88
 KX0900.geopotential number by the normal gravity value computed on the
 KX0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0900.degrees latitude (g = 980.6199 gals.).
 KX0900
 KX0900.The modeled gravity was interpolated from observed gravity values.
 KX0900
 KX0900;                    North         East    Units  Estimated Accuracy
 KX0900;SPC PA S     -   139,490.      493,970.      MT  (+/- 180 meters Scaled)
 KX0900
 KX0900                          SUPERSEDED SURVEY CONTROL
 KX0900
 KX0900  NGVD 29 (??/??/92)  395.385  (m)         1297.19   (f) ADJ UNCH    2 0
 KX0900
 KX0900.Superseded values are not recommended for survey control.
 KX0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0900.See file dsdata.txt to determine how the superseded data were derived.
 KX0900
 KX0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE690943(NAD 83)
 KX0900_MARKER: DD = SURVEY DISK
 KX0900_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0900_SP_SET: BRIDGE
 KX0900_STAMPING: 30 WAC USGS 1958
 KX0900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0900
 KX0900  HISTORY     - Date     Condition        Report By
 KX0900  HISTORY     - 1958     MONUMENTED       PADT
 KX0900  HISTORY     - 1967     GOOD             NGS
 KX0900
 KX0900                          STATION DESCRIPTION
 KX0900
 KX0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0900'5.2 MI W FROM STRONGSTOWN.
 KX0900'5.25 MILES WEST ALONG U.S. HIGHWAY 422 FROM ITS JUNCTION WITH
 KX0900'STATE HIGHWAY 403 IN STRONGSTOWN, SET IN THE TOP OF THE SOUTHWEST
 KX0900'WINGWALL OF A BRIDGE, 27 FEET SOUTHWEST OF THE CENTERLINE OF THE
 KX0900'HIGHWAY AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1531 ***********************************************************************
 KX1531  DESIGNATION -  30 L
 KX1531  PID         -  KX1531
 KX1531  STATE/COUNTY-  PA/WESTMORELAND
 KX1531  USGS QUAD   -  FREEPORT (1993)
 KX1531
 KX1531                         *CURRENT SURVEY CONTROL
 KX1531  ___________________________________________________________________
 KX1531* NAD 83(1986)-  40 40 38.     (N)    079 40 08.     (W)     SCALED    
 KX1531* NAVD 88     -       243.756  (meters)     799.72   (feet)  ADJUSTED  
 KX1531  ___________________________________________________________________
 KX1531  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 KX1531  DYNAMIC HT  -         243.635 (meters)     799.33  (feet)  COMP
 KX1531  MODELED GRAV-     980,124.0   (mgal)                       NAVD 88
 KX1531
 KX1531  VERT ORDER  -  FIRST     CLASS II
 KX1531
 KX1531.The horizontal coordinates were scaled from a topographic map and have
 KX1531.an estimated accuracy of +/- 6 seconds.
 KX1531
 KX1531.The orthometric height was determined by differential leveling
 KX1531.and adjusted by the National Geodetic Survey in June 1991..
 KX1531
 KX1531.The geoid height was determined by GEOID03.
 KX1531
 KX1531.The dynamic height is computed by dividing the NAVD 88
 KX1531.geopotential number by the normal gravity value computed on the
 KX1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1531.degrees latitude (g = 980.6199 gals.).
 KX1531
 KX1531.The modeled gravity was interpolated from observed gravity values.
 KX1531
 KX1531;                    North         East    Units  Estimated Accuracy
 KX1531;SPC PA S     -   150,980.      437,790.      MT  (+/- 180 meters Scaled)
 KX1531
 KX1531                          SUPERSEDED SURVEY CONTROL
 KX1531
 KX1531  NGVD 29 (??/??/92)  243.933  (m)          800.30   (f) ADJ UNCH    1 2
 KX1531
 KX1531.Superseded values are not recommended for survey control.
 KX1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1531.See file dsdata.txt to determine how the superseded data were derived.
 KX1531
 KX1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF124037(NAD 83)
 KX1531_MARKER: B = BOLT
 KX1531_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1531_SP_SET: BRIDGE
 KX1531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX1531+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2000
 KX1531
 KX1531  HISTORY     - Date     Condition        Report By
 KX1531  HISTORY     - UNK      MONUMENTED       DOD
 KX1531  HISTORY     - 1941     GOOD             NGS
 KX1531  HISTORY     - 20000701 GOOD             USE
 KX1531
 KX1531                          STATION DESCRIPTION
 KX1531
 KX1531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1531'0.2 MI NE FROM SCHENLEY.
 KX1531'AT KISKIMINETAS JUNCTION, WESTMORELAND COUNTY, AT THE RAILROAD
 KX1531'BRIDGE OVER ALLEGHENY RIVER, AND IN THE LANDWARD END OF THE
 KX1531'UPSTREAM WING WALL.  A COPPER BOLT.
 KX1531
 KX1531                          STATION RECOVERY (2000)
 KX1531
 KX1531'RECOVERY NOTE BY US ENGINEERS 2000 (DTM)
 KX1531'RECOVERED AS DESCRIBED AND OCCUPIED BY G.P.S.----CO-ORDS. IN PA. SO.
 KX1531'ZONE IN N.A.D. 83(86)   N495386.863   E1436295.987
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0241 ***********************************************************************
 MA0241  DESIGNATION -  30 NYCRR
 MA0241  PID         -  MA0241
 MA0241  STATE/COUNTY-  PA/CLEARFIELD
 MA0241  USGS QUAD   -  CLEARFIELD (1981)
 MA0241
 MA0241                         *CURRENT SURVEY CONTROL
 MA0241  ___________________________________________________________________
 MA0241* NAD 83(1986)-  41 01 32.     (N)    078 23 21.     (W)     SCALED    
 MA0241* NAVD 88     -       339.571  (meters)    1114.08   (feet)  ADJUSTED  
 MA0241  ___________________________________________________________________
 MA0241  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 MA0241  DYNAMIC HT  -         339.406 (meters)    1113.53  (feet)  COMP
 MA0241  MODELED GRAV-     980,130.1   (mgal)                       NAVD 88
 MA0241
 MA0241  VERT ORDER  -  SECOND    CLASS 0
 MA0241
 MA0241.The horizontal coordinates were scaled from a topographic map and have
 MA0241.an estimated accuracy of +/- 6 seconds.
 MA0241
 MA0241.The orthometric height was determined by differential leveling
 MA0241.and adjusted by the National Geodetic Survey in June 1991..
 MA0241
 MA0241.The geoid height was determined by GEOID03.
 MA0241
 MA0241.The dynamic height is computed by dividing the NAVD 88
 MA0241.geopotential number by the normal gravity value computed on the
 MA0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0241.degrees latitude (g = 980.6199 gals.).
 MA0241
 MA0241.The modeled gravity was interpolated from observed gravity values.
 MA0241
 MA0241;                    North         East    Units  Estimated Accuracy
 MA0241;SPC PA N     -    95,580.      546,250.      MT  (+/- 180 meters Scaled)
 MA0241
 MA0241                          SUPERSEDED SURVEY CONTROL
 MA0241
 MA0241  NGVD 29 (??/??/92)  339.72   (m)         1114.6    (f) COMPUTED    2 0
 MA0241
 MA0241.Superseded values are not recommended for survey control.
 MA0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0241.See file dsdata.txt to determine how the superseded data were derived.
 MA0241
 MA0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF195448(NAD 83)
 MA0241_MARKER: Q = CHISELED SQUARE
 MA0241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0241_SP_SET: TUNNEL ARCH
 MA0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0241
 MA0241  HISTORY     - Date     Condition        Report By
 MA0241  HISTORY     - UNK      MONUMENTED       NYCRR
 MA0241  HISTORY     - 1959     GOOD             NGS
 MA0241
 MA0241                          STATION DESCRIPTION
 MA0241
 MA0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MA0241'3 MI E FROM CLEARFIELD.
 MA0241'ABOUT 3.0 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MA0241'STATION AT CLEARFIELD, CLEARFIELD COUNTY, 70 FEET EAST OF
 MA0241'MILEPOST C 3, AT FULTON TUNNEL, ON THE TOP OF THE FOUNDATION OF THE
 MA0241'NORTH SIDE OF THE WEST STONE ARCH, 7 FEET NORTH OF THE CENTER
 MA0241'LINE OF THE TRACK, AND ABOUT 1-1/4 FEET LOWER THAN THE TOP OF
 MA0241'THE RAIL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2500 ***********************************************************************
 KV2500  DESIGNATION -  30 PRR
 KV2500  PID         -  KV2500
 KV2500  STATE/COUNTY-  PA/CHESTER
 KV2500  USGS QUAD   -  DOWNINGTOWN (1983)
 KV2500
 KV2500                         *CURRENT SURVEY CONTROL
 KV2500  ___________________________________________________________________
 KV2500* NAD 83(1986)-  40 00 52.     (N)    075 38 21.     (W)     SCALED    
 KV2500* NAVD 88     -       109.36   (+/-2cm)     358.8    (feet)  VERTCON   
 KV2500  ___________________________________________________________________
 KV2500  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KV2500
 KV2500  VERT ORDER  -  ? (See Below)
 KV2500
 KV2500.The horizontal coordinates were scaled from a topographic map and have
 KV2500.an estimated accuracy of +/- 6 seconds.
 KV2500
 KV2500.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV2500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV2500.The vertical order pertains to the NGVD 29 superseded value.
 KV2500
 KV2500.The geoid height was determined by GEOID03.
 KV2500
 KV2500;                    North         East    Units  Estimated Accuracy
 KV2500;SPC PA S     -    77,780.      780,200.      MT  (+/- 180 meters Scaled)
 KV2500
 KV2500                          SUPERSEDED SURVEY CONTROL
 KV2500
 KV2500  NGVD 29 (??/??/??)  109.674  (m)          359.82   (f) ADJUSTED    ?  
 KV2500
 KV2500.Superseded values are not recommended for survey control.
 KV2500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2500.See file dsdata.txt to determine how the superseded data were derived.
 KV2500
 KV2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK454295(NAD 83)
 KV2500_MARKER: B = BOLT
 KV2500_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2500_SP_SET: DOOR SILL
 KV2500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2500
 KV2500  HISTORY     - Date     Condition        Report By
 KV2500  HISTORY     - UNK      MONUMENTED       PRR
 KV2500  HISTORY     - 1935     MARK NOT FOUND   USGS
 KV2500  HISTORY     - 20030329 MARK NOT FOUND   USPSQD
 KV2500
 KV2500                          STATION DESCRIPTION
 KV2500
 KV2500'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 KV2500'4 MI NE FROM DOWNINGTOWN.
 KV2500'4.0 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV2500'POST OFFICE AT DOWNINGTOWN, CHESTER COUNTY, AT WHITFORD, AT THE
 KV2500'ENTRANCE TO THE FREIGHT STATION, AND IN THE DOOR SILL.  A COPPER
 KV2500'BOLT.
 KV2500
 KV2500                          STATION RECOVERY (2003)
 KV2500
 KV2500'RECOVERY NOTE BY US POWER SQUADRON 2003 (SSB)
 KV2500'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1671 ***********************************************************************
 KW1671  DESIGNATION -  30 WA USGS
 KW1671  PID         -  KW1671
 KW1671  STATE/COUNTY-  PA/SNYDER
 KW1671  USGS QUAD   -  MC CLURE (1978)
 KW1671
 KW1671                         *CURRENT SURVEY CONTROL
 KW1671  ___________________________________________________________________
 KW1671* NAD 83(1986)-  40 42 26.     (N)    077 18 52.     (W)     SCALED    
 KW1671* NAVD 88     -       209.747  (meters)     688.14   (feet)  ADJUSTED  
 KW1671  ___________________________________________________________________
 KW1671  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KW1671  DYNAMIC HT  -         209.647 (meters)     687.82  (feet)  COMP
 KW1671  MODELED GRAV-     980,143.7   (mgal)                       NAVD 88
 KW1671
 KW1671  VERT ORDER  -  SECOND    CLASS 0
 KW1671
 KW1671.The horizontal coordinates were scaled from a topographic map and have
 KW1671.an estimated accuracy of +/- 6 seconds.
 KW1671
 KW1671.The orthometric height was determined by differential leveling
 KW1671.and adjusted by the National Geodetic Survey in June 1991..
 KW1671.WARNING-Repeat measurements at this control monument indicate possible
 KW1671.vertical movement.
 KW1671
 KW1671.The geoid height was determined by GEOID03.
 KW1671
 KW1671.The dynamic height is computed by dividing the NAVD 88
 KW1671.geopotential number by the normal gravity value computed on the
 KW1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1671.degrees latitude (g = 980.6199 gals.).
 KW1671
 KW1671.The modeled gravity was interpolated from observed gravity values.
 KW1671
 KW1671;                    North         East    Units  Estimated Accuracy
 KW1671;SPC PA S     -   152,640.      636,810.      MT  (+/- 180 meters Scaled)
 KW1671
 KW1671                          SUPERSEDED SURVEY CONTROL
 KW1671
 KW1671  NGVD 29 (??/??/??)  209.967  (m)          688.87   (f) ADJUSTED    2 0
 KW1671
 KW1671.Superseded values are not recommended for survey control.
 KW1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1671.See file dsdata.txt to determine how the superseded data were derived.
 KW1671
 KW1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL044088(NAD 83)
 KW1671_MARKER: DD = SURVEY DISK
 KW1671_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1671_SP_SET: PLATFORM
 KW1671_STAMPING: PA 30 W A 1925
 KW1671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1671
 KW1671  HISTORY     - Date     Condition        Report By
 KW1671  HISTORY     - 1925     MONUMENTED       USGS
 KW1671  HISTORY     - 1966     GOOD             CGS
 KW1671
 KW1671                          STATION DESCRIPTION
 KW1671
 KW1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1671'AT MC CLURE.
 KW1671'AT MC CLURE, AT THE MAIN ENTRANCE TO THE FIRST NATIONAL BANK, AND
 KW1671'IN THE TOP OF THE CONCRETE PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1823 ***********************************************************************
 KW1823  DESIGNATION -  30.04 PRR
 KW1823  PID         -  KW1823
 KW1823  STATE/COUNTY-  PA/CUMBERLAND
 KW1823  USGS QUAD   -  NEWVILLE (1975)
 KW1823
 KW1823                         *CURRENT SURVEY CONTROL
 KW1823  ___________________________________________________________________
 KW1823* NAD 83(1986)-  40 09 58.     (N)    077 24 04.     (W)     SCALED    
 KW1823* NAVD 88     -       163.589  (meters)     536.71   (feet)  ADJUSTED  
 KW1823  ___________________________________________________________________
 KW1823  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 KW1823  DYNAMIC HT  -         163.502 (meters)     536.42  (feet)  COMP
 KW1823  MODELED GRAV-     980,090.7   (mgal)                       NAVD 88
 KW1823
 KW1823  VERT ORDER  -  FIRST     CLASS II
 KW1823
 KW1823.The horizontal coordinates were scaled from a topographic map and have
 KW1823.an estimated accuracy of +/- 6 seconds.
 KW1823
 KW1823.The orthometric height was determined by differential leveling
 KW1823.and adjusted by the National Geodetic Survey in June 1991..
 KW1823
 KW1823.The geoid height was determined by GEOID03.
 KW1823
 KW1823.The dynamic height is computed by dividing the NAVD 88
 KW1823.geopotential number by the normal gravity value computed on the
 KW1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1823.degrees latitude (g = 980.6199 gals.).
 KW1823
 KW1823.The modeled gravity was interpolated from observed gravity values.
 KW1823
 KW1823;                    North         East    Units  Estimated Accuracy
 KW1823;SPC PA S     -    92,530.      629,720.      MT  (+/- 180 meters Scaled)
 KW1823
 KW1823                          SUPERSEDED SURVEY CONTROL
 KW1823
 KW1823  NGVD 29 (??/??/??)  163.802  (m)          537.41   (f) ADJUSTED    1 2
 KW1823
 KW1823.Superseded values are not recommended for survey control.
 KW1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1823.See file dsdata.txt to determine how the superseded data were derived.
 KW1823
 KW1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK955489(NAD 83)
 KW1823_MARKER: B = BOLT
 KW1823_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1823_SP_SET: BRIDGE COPING
 KW1823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1823
 KW1823  HISTORY     - Date     Condition        Report By
 KW1823  HISTORY     - UNK      MONUMENTED       PRR
 KW1823  HISTORY     - 1952     GOOD             CGS
 KW1823
 KW1823                          STATION DESCRIPTION
 KW1823
 KW1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KW1823'NEAR NEWVILLE.
 KW1823'50 YARDS EAST OF THE PENNSYLVANIA RAILROAD STATION AT NEWVILLE,
 KW1823'CUMBERLAND COUNTY, AT BRIDGE 30.04, AND IN THE TOP OF THE SOUTH
 KW1823'COPING.  A COPPER BOLT.  NOTE-- THE MARK IS 2.2 FEET HIGHER THAN
 KW1823'THE BED OF RAILROAD TRACK, TO THE NORTH, 28.0 FEET HIGHER THAN
 KW1823'THE CENTERLINE OF THE ROAD TO THE SOUTH, 9.5 FEET SOUTH OF THE
 KW1823'SOUTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2293 ***********************************************************************
 MA2293  DESIGNATION -  302 CMP 1965 ET
 MA2293  PID         -  MA2293
 MA2293  STATE/COUNTY-  PA/JEFFERSON
 MA2293  USGS QUAD   -  REYNOLDSVILLE (1988)
 MA2293
 MA2293                         *CURRENT SURVEY CONTROL
 MA2293  ___________________________________________________________________
 MA2293* NAD 83(1992)-  41 00 12.39743(N)    078 59 50.55089(W)     ADJUSTED  
 MA2293* NAVD 88     -       510.01   (+/-2cm)    1673.3    (feet)  VERTCON   
 MA2293  ___________________________________________________________________
 MA2293  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 MA2293  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 MA2293
 MA2293  HORZ ORDER  -  THIRD
 MA2293  VERT ORDER  -  THIRD ? (See Below)
 MA2293
 MA2293.The horizontal coordinates were established by classical geodetic methods
 MA2293.and adjusted by the National Geodetic Survey in June 2002..
 MA2293
 MA2293.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2293.The vertical order pertains to the NGVD 29 superseded value.
 MA2293
 MA2293.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2293
 MA2293.The geoid height was determined by GEOID03.
 MA2293
 MA2293;                    North         East     Units Scale Factor Converg.
 MA2293;SPC PA N     -    93,682.870   495,062.750   MT  0.99998279   -0 49 30.7
 MA2293;SPC PA N     -   307,357.88  1,624,218.37   sFT  0.99998279   -0 49 30.7
 MA2293;SPC PA S     -   186,187.902   495,060.176   MT  1.00000599   -0 48 33.4
 MA2293;SPC PA S     -   610,851.48  1,624,209.93   sFT  1.00000599   -0 48 33.4
 MA2293;UTM  17      - 4,541,070.910   668,419.879   MT  0.99994912   +1 18 51.3
 MA2293
 MA2293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2293!SPC PA N     -   0.99992511  x   0.99998279  =   0.99990790
 MA2293!SPC PA S     -   0.99992511  x   1.00000599  =   0.99993110
 MA2293!UTM  17      -   0.99992511  x   0.99994912  =   0.99987424
 MA2293
 MA2293                          SUPERSEDED SURVEY CONTROL
 MA2293
 MA2293  NAD 83(1986)-  41 00 12.39759(N)    078 59 50.55403(W) AD(       ) 3
 MA2293  NAD 27      -  41 00 12.15043(N)    078 59 51.41756(W) AD(       ) 3
 MA2293  NGVD 29 (07/19/86)  510.16   (m)         1673.7    (f) LEVELING    3  
 MA2293
 MA2293.Superseded values are not recommended for survey control.
 MA2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2293.See file dsdata.txt to determine how the superseded data were derived.
 MA2293
 MA2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF6842041071(NAD 83)
 MA2293_MARKER: DD = SURVEY DISK
 MA2293_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MA2293_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MA2293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA2293
 MA2293  HISTORY     - Date     Condition        Report By
 MA2293  HISTORY     - 1965     MONUMENTED       USGS
 MA2293
 MA2293                          STATION DESCRIPTION
 MA2293
 MA2293'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 MA2293'OLIVEBURG, 2.1 MI NNE. OF POST OFFICE, ALONG MACADAM RD., OPPOSITE
 MA2293'MOUNT TABOR EVANGELICAL UNITED BRETHEREN CHURCH, 42 FT E. OF, AND
 MA2293'ABOUT 2.0 FT HIGHER THAN CENTERLINE OF DIRT RD. W., 6 FT E. OF
 MA2293'TELEPHONE POLE NO. 417, 0.3 FT W. OF METAL WITNESS POST, ON COPPER-
 MA2293'COATED STEEL ROD DRIVEN 10.5 FT TO REFUSAL, STANDARD DISK
 MA2293'STAMPED---302 CMP 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1371 ***********************************************************************
 KX1371  DESIGNATION -  3035
 KX1371  PID         -  KX1371
 KX1371  STATE/COUNTY-  PA/ALLEGHENY
 KX1371  USGS QUAD   -  BRADDOCK (1979)
 KX1371
 KX1371                         *CURRENT SURVEY CONTROL
 KX1371  ___________________________________________________________________
 KX1371* NAD 83(1986)-  40 23 23.     (N)    079 51 05.     (W)     SCALED    
 KX1371* NAVD 88     -       223.151  (meters)     732.12   (feet)  ADJUSTED  
 KX1371  ___________________________________________________________________
 KX1371  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 KX1371  DYNAMIC HT  -         223.036 (meters)     731.74  (feet)  COMP
 KX1371  MODELED GRAV-     980,104.1   (mgal)                       NAVD 88
 KX1371
 KX1371  VERT ORDER  -  FIRST     CLASS II
 KX1371
 KX1371.The horizontal coordinates were scaled from a topographic map and have
 KX1371.an estimated accuracy of +/- 6 seconds.
 KX1371
 KX1371.The orthometric height was determined by differential leveling
 KX1371.and adjusted by the National Geodetic Survey in June 1991..
 KX1371
 KX1371.The geoid height was determined by GEOID03.
 KX1371
 KX1371.The dynamic height is computed by dividing the NAVD 88
 KX1371.geopotential number by the normal gravity value computed on the
 KX1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1371.degrees latitude (g = 980.6199 gals.).
 KX1371
 KX1371.The modeled gravity was interpolated from observed gravity values.
 KX1371
 KX1371;                    North         East    Units  Estimated Accuracy
 KX1371;SPC PA S     -   119,420.      421,600.      MT  (+/- 180 meters Scaled)
 KX1371
 KX1371                          SUPERSEDED SURVEY CONTROL
 KX1371
 KX1371  NGVD 29 (??/??/92)  223.325  (m)          732.69   (f) ADJ UNCH    1 2
 KX1371
 KX1371.Superseded values are not recommended for survey control.
 KX1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1371.See file dsdata.txt to determine how the superseded data were derived.
 KX1371
 KX1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE974716(NAD 83)
 KX1371_MARKER: DD = SURVEY DISK
 KX1371_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KX1371_SP_SET: ABUTMENT OF RAILROAD BRIDGE
 KX1371_STAMPING: 3035
 KX1371_MARK LOGO: PA6600
 KX1371_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KX1371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1371
 KX1371  HISTORY     - Date     Condition        Report By
 KX1371  HISTORY     - UNK      MONUMENTED       PA6600
 KX1371  HISTORY     - 1941     GOOD             NGS
 KX1371  HISTORY     - 19890602 GOOD             HARTMN
 KX1371
 KX1371                          STATION DESCRIPTION
 KX1371
 KX1371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1371'3.6 MI N FROM MC KEESPORT.
 KX1371'3.6 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KX1371'STATION AT MC KEESPORT, ALLEGHENY COUNTY, ON THE RIGHT BANK
 KX1371'OF MONONGAHELA RIVER, AT THE PITTSBURGH AND LAKE ERIE RAILROAD
 KX1371'BRIDGE OVER TURTLE CREEK, IN THE TOP OF THE SOUTH ABUTMENT,
 KX1371'4.7 FEET EAST OF THE EAST EDGE, 4.8 FEET SOUTHEAST OF THE SOUTHEAST
 KX1371'END OF GUARDRAIL POST, AND 4.3 FEET LOWER THAN THE TRACK.  A
 KX1371'DEPARTMENT OF PUBLIC WORKS STANDARD DISK, STAMPED 3035.
 KX1371
 KX1371                          STATION RECOVERY (1989)
 KX1371
 KX1371'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1989
 KX1371'THE STATION IS MARKED BY A STANDARD CITY OF PITTSBURGH DPW SURVEY DISK
 KX1371'SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF THE
 KX1371'RAILROAD BRIDGE OVER THE MOUTH OF TURTLE CREEK, IN THE BOROUGH OF
 KX1371'EAST PITTSBURGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1370 ***********************************************************************
 KX1370  DESIGNATION -  3037
 KX1370  PID         -  KX1370
 KX1370  STATE/COUNTY-  PA/ALLEGHENY
 KX1370  USGS QUAD   -  BRADDOCK (1979)
 KX1370
 KX1370                         *CURRENT SURVEY CONTROL
 KX1370  ___________________________________________________________________
 KX1370* NAD 83(1986)-  40 22 46.     (N)    079 50 24.     (W)     SCALED    
 KX1370* NAVD 88     -       228.980  (meters)     751.25   (feet)  ADJUSTED  
 KX1370  ___________________________________________________________________
 KX1370  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 KX1370  DYNAMIC HT  -         228.862 (meters)     750.86  (feet)  COMP
 KX1370  MODELED GRAV-     980,105.3   (mgal)                       NAVD 88
 KX1370
 KX1370  VERT ORDER  -  FIRST     CLASS II
 KX1370
 KX1370.The horizontal coordinates were scaled from a topographic map and have
 KX1370.an estimated accuracy of +/- 6 seconds.
 KX1370
 KX1370.The orthometric height was determined by differential leveling
 KX1370.and adjusted by the National Geodetic Survey in June 1991..
 KX1370
 KX1370.The geoid height was determined by GEOID03.
 KX1370
 KX1370.The dynamic height is computed by dividing the NAVD 88
 KX1370.geopotential number by the normal gravity value computed on the
 KX1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1370.degrees latitude (g = 980.6199 gals.).
 KX1370
 KX1370.The modeled gravity was interpolated from observed gravity values.
 KX1370
 KX1370;                    North         East    Units  Estimated Accuracy
 KX1370;SPC PA S     -   118,260.      422,540.      MT  (+/- 180 meters Scaled)
 KX1370
 KX1370                          SUPERSEDED SURVEY CONTROL
 KX1370
 KX1370  NGVD 29 (??/??/92)  229.153  (m)          751.81   (f) ADJ UNCH    1 2
 KX1370
 KX1370.Superseded values are not recommended for survey control.
 KX1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1370.See file dsdata.txt to determine how the superseded data were derived.
 KX1370
 KX1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE984705(NAD 83)
 KX1370_MARKER: DD = SURVEY DISK
 KX1370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1370_SP_SET: SIGNAL TOWER BASE
 KX1370_STAMPING: 3037
 KX1370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1370
 KX1370  HISTORY     - Date     Condition        Report By
 KX1370  HISTORY     - UNK      MONUMENTED       PA-003
 KX1370  HISTORY     - 1941     GOOD             NGS
 KX1370
 KX1370                          STATION DESCRIPTION
 KX1370
 KX1370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1370'2.7 MI NE FROM MC KEESPORT.
 KX1370'2.7 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KX1370'THE STATION AT MC KEESPORT, ALLEGHENY COUNTY, ON THE RIGHT
 KX1370'BANK OF MONONGAHELA RIVER, AT SIGNAL TOWER E 316.18, IN THE
 KX1370'SOUTHWEST CORNER OF THE WEST BASE, 42 FEET EAST OF THE EAST
 KX1370'RAIL OF THE PITTSBURGH AND LAKE ERIE RAILROAD TRACK, AND 8.2
 KX1370'FEET WEST OF THE WEST RAIL OF THE B AND O R.R. TRACK.  A DEPARTMENT
 KX1370'OF PUBLIC WORKS STANDARD DISK, STAMPED 3037.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1242 ***********************************************************************
 KX1242  DESIGNATION -  3038
 KX1242  PID         -  KX1242
 KX1242  STATE/COUNTY-  PA/ALLEGHENY
 KX1242  USGS QUAD   -  BRADDOCK (1979)
 KX1242
 KX1242                         *CURRENT SURVEY CONTROL
 KX1242  ___________________________________________________________________
 KX1242* NAD 83(1986)-  40 23 49.     (N)    079 51 11.     (W)     SCALED    
 KX1242* NAVD 88     -       244.152  (meters)     801.02   (feet)  ADJUSTED  
 KX1242  ___________________________________________________________________
 KX1242  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 KX1242  DYNAMIC HT  -         244.026 (meters)     800.61  (feet)  COMP
 KX1242  MODELED GRAV-     980,103.7   (mgal)                       NAVD 88
 KX1242
 KX1242  VERT ORDER  -  FIRST     CLASS I
 KX1242
 KX1242.The horizontal coordinates were scaled from a topographic map and have
 KX1242.an estimated accuracy of +/- 6 seconds.
 KX1242
 KX1242.The orthometric height was determined by differential leveling
 KX1242.and adjusted by the National Geodetic Survey in June 1991..
 KX1242
 KX1242.The geoid height was determined by GEOID03.
 KX1242
 KX1242.The dynamic height is computed by dividing the NAVD 88
 KX1242.geopotential number by the normal gravity value computed on the
 KX1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1242.degrees latitude (g = 980.6199 gals.).
 KX1242
 KX1242.The modeled gravity was interpolated from observed gravity values.
 KX1242
 KX1242;                    North         East    Units  Estimated Accuracy
 KX1242;SPC PA S     -   120,220.      421,480.      MT  (+/- 180 meters Scaled)
 KX1242
 KX1242                          SUPERSEDED SURVEY CONTROL
 KX1242
 KX1242  NGVD 29 (??/??/92)  244.326  (m)          801.59   (f) ADJ UNCH    1 1
 KX1242
 KX1242.Superseded values are not recommended for survey control.
 KX1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1242.See file dsdata.txt to determine how the superseded data were derived.
 KX1242
 KX1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE973724(NAD 83)
 KX1242_MARKER: DD = SURVEY DISK
 KX1242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1242_SP_SET: WALL
 KX1242_STAMPING: 3038
 KX1242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KX1242+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 KX1242
 KX1242  HISTORY     - Date     Condition        Report By
 KX1242  HISTORY     - UNK      MONUMENTED       PA-003
 KX1242  HISTORY     - 1966     GOOD             NGS
 KX1242  HISTORY     - 20060405 GOOD             PADT
 KX1242
 KX1242                          STATION DESCRIPTION
 KX1242
 KX1242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX1242'0.8 MI E FROM BRADDOCK.
 KX1242'ABOUT 0.8 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1242'RAILROAD OVERPASS OVER 6 TH STREET AT BRADDOCK, ABOUT 0.3 MILE WEST
 KX1242'OF MILEPOST NO. 342, SET IN THE TOP OF THE WEST END OF THE NORTH
 KX1242'WALL AT THE NORTH END OF A CONCRETE PEDESTRIAN UNDERPASS UNDER
 KX1242'THE TRACKS, 33.5 FEET NORTH OF THE NORTH RAIL OF THE NORTH ONE OF
 KX1242'3 TRACKS AND 4 FEET ABOVE TRACKS.
 KX1242
 KX1242                          STATION RECOVERY (2006)
 KX1242
 KX1242'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (JW)
 KX1242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1243 ***********************************************************************
 KX1243  DESIGNATION -  3039
 KX1243  PID         -  KX1243
 KX1243  STATE/COUNTY-  PA/ALLEGHENY
 KX1243  USGS QUAD   -  BRADDOCK (1979)
 KX1243
 KX1243                         *CURRENT SURVEY CONTROL
 KX1243  ___________________________________________________________________
 KX1243* NAD 83(1986)-  40 24 09.     (N)    079 51 51.     (W)     SCALED    
 KX1243* NAVD 88     -       251.301  (meters)     824.48   (feet)  ADJUSTED  
 KX1243  ___________________________________________________________________
 KX1243  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 KX1243  DYNAMIC HT  -         251.171 (meters)     824.05  (feet)  COMP
 KX1243  MODELED GRAV-     980,102.9   (mgal)                       NAVD 88
 KX1243
 KX1243  VERT ORDER  -  FIRST     CLASS I
 KX1243
 KX1243.The horizontal coordinates were scaled from a topographic map and have
 KX1243.an estimated accuracy of +/- 6 seconds.
 KX1243
 KX1243.The orthometric height was determined by differential leveling
 KX1243.and adjusted by the National Geodetic Survey in June 1991..
 KX1243
 KX1243.The geoid height was determined by GEOID03.
 KX1243
 KX1243.The dynamic height is computed by dividing the NAVD 88
 KX1243.geopotential number by the normal gravity value computed on the
 KX1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1243.degrees latitude (g = 980.6199 gals.).
 KX1243
 KX1243.The modeled gravity was interpolated from observed gravity values.
 KX1243
 KX1243;                    North         East    Units  Estimated Accuracy
 KX1243;SPC PA S     -   120,860.      420,550.      MT  (+/- 180 meters Scaled)
 KX1243
 KX1243                          SUPERSEDED SURVEY CONTROL
 KX1243
 KX1243  NGVD 29 (??/??/92)  251.473  (m)          825.04   (f) ADJ UNCH    1 1
 KX1243
 KX1243.Superseded values are not recommended for survey control.
 KX1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1243.See file dsdata.txt to determine how the superseded data were derived.
 KX1243
 KX1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE963730(NAD 83)
 KX1243_MARKER: DD = SURVEY DISK
 KX1243_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1243_SP_SET: ABUTMENT
 KX1243_STAMPING: 3039
 KX1243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1243
 KX1243  HISTORY     - Date     Condition        Report By
 KX1243  HISTORY     - UNK      MONUMENTED       PA-003
 KX1243  HISTORY     - 1966     GOOD             NGS
 KX1243
 KX1243                          STATION DESCRIPTION
 KX1243
 KX1243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX1243'AT BRADDOCK.
 KX1243'ABOUT 0.2 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1243'RAILROAD OVERPASS OVER 6TH STREET AT BRADDOCK, SET IN THE TOP OF
 KX1243'THE NORTHEAST END OF THE NORTHWEST ABUTMENT TO THE RAILROAD
 KX1243'OVERPASS OVER LIBERTY STREET WHICH BECOMES JONES JUST NORTHEAST
 KX1243'OF THE OVERPASS, 43 FEET EAST OF MILEPOST NO. 343, 32 FEET NORTHEAST
 KX1243'OF THE NORTHEAST RAIL OF THE NORTHEAST ONE OF 3 TRACKS, 1.2 FEET
 KX1243'SOUTH OF THE NORTH CORNER OF THE ABUTMENT AND 6 FEET BELOW LEVEL
 KX1243'OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1477 ***********************************************************************
 KX1477  DESIGNATION -  3040
 KX1477  PID         -  KX1477
 KX1477  STATE/COUNTY-  PA/ALLEGHENY
 KX1477  USGS QUAD   -  BRADDOCK (1979)
 KX1477
 KX1477                         *CURRENT SURVEY CONTROL
 KX1477  ___________________________________________________________________
 KX1477* NAD 83(1986)-  40 24 32.     (N)    079 52 01.     (W)     SCALED    
 KX1477* NAVD 88     -       260.207  (meters)     853.70   (feet)  ADJUSTED  
 KX1477  ___________________________________________________________________
 KX1477  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KX1477  DYNAMIC HT  -         260.073 (meters)     853.26  (feet)  COMP
 KX1477  MODELED GRAV-     980,103.1   (mgal)                       NAVD 88
 KX1477
 KX1477  VERT ORDER  -  FIRST     CLASS II
 KX1477
 KX1477.The horizontal coordinates were scaled from a topographic map and have
 KX1477.an estimated accuracy of +/- 6 seconds.
 KX1477
 KX1477.The orthometric height was determined by differential leveling
 KX1477.and adjusted by the National Geodetic Survey in June 1991..
 KX1477
 KX1477.The geoid height was determined by GEOID03.
 KX1477
 KX1477.The dynamic height is computed by dividing the NAVD 88
 KX1477.geopotential number by the normal gravity value computed on the
 KX1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1477.degrees latitude (g = 980.6199 gals.).
 KX1477
 KX1477.The modeled gravity was interpolated from observed gravity values.
 KX1477
 KX1477;                    North         East    Units  Estimated Accuracy
 KX1477;SPC PA S     -   121,580.      420,330.      MT  (+/- 180 meters Scaled)
 KX1477
 KX1477                          SUPERSEDED SURVEY CONTROL
 KX1477
 KX1477  NGVD 29 (??/??/92)  260.38   (m)          854.3    (f) COMPUTED    1 2
 KX1477
 KX1477.Superseded values are not recommended for survey control.
 KX1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1477.See file dsdata.txt to determine how the superseded data were derived.
 KX1477
 KX1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE961737(NAD 83)
 KX1477_MARKER: DD = SURVEY DISK
 KX1477_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1477_SP_SET: CONC WALL
 KX1477_STAMPING: 3040
 KX1477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1477
 KX1477  HISTORY     - Date     Condition        Report By
 KX1477  HISTORY     - UNK      MONUMENTED       PA-003
 KX1477  HISTORY     - 1966     POOR             NGS
 KX1477
 KX1477                          STATION DESCRIPTION
 KX1477
 KX1477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX1477'AT NORTH BRADDOCK.
 KX1477'ABOUT 0.3 MILE NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX1477'THE RAILROAD OVERPASS OVER 6TH STREET AT NORTH BRADDOCK, ABOUT
 KX1477'52 YARDS NORTHEAST OF THE INTERSECTION OF COREY AVENUE AND
 KX1477'4TH STREET, SET IN THE TOP OF A CONCRETE WALL AT THE SOUTHWEST
 KX1477'END OF THE STEPS (NOW ABANDONED) THAT LEADS FROM THE TRACK TO 4TH
 KX1477'STREET, 24 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 KX1477'SOUTHWEST ONE OF THREE MAIN LINE TRACKS, 12 FEET SOUTHEAST OF THE
 KX1477'SOUTHEAST CURB LINE OF 4TH STREET AND 2 FEET BELOW LEVEL OF
 KX1477'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1478 ***********************************************************************
 KX1478  DESIGNATION -  3041
 KX1478  PID         -  KX1478
 KX1478  STATE/COUNTY-  PA/ALLEGHENY
 KX1478  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1478
 KX1478                         *CURRENT SURVEY CONTROL
 KX1478  ___________________________________________________________________
 KX1478* NAD 83(1986)-  40 24 50.     (N)    079 52 35.     (W)     SCALED    
 KX1478* NAVD 88     -       270.081  (meters)     886.09   (feet)  ADJUSTED  
 KX1478  ___________________________________________________________________
 KX1478  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 KX1478  DYNAMIC HT  -         269.942 (meters)     885.63  (feet)  COMP
 KX1478  MODELED GRAV-     980,103.3   (mgal)                       NAVD 88
 KX1478
 KX1478  VERT ORDER  -  FIRST     CLASS II
 KX1478
 KX1478.The horizontal coordinates were scaled from a topographic map and have
 KX1478.an estimated accuracy of +/- 6 seconds.
 KX1478
 KX1478.The orthometric height was determined by differential leveling
 KX1478.and adjusted by the National Geodetic Survey in June 1991..
 KX1478
 KX1478.The geoid height was determined by GEOID03.
 KX1478
 KX1478.The dynamic height is computed by dividing the NAVD 88
 KX1478.geopotential number by the normal gravity value computed on the
 KX1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1478.degrees latitude (g = 980.6199 gals.).
 KX1478
 KX1478.The modeled gravity was interpolated from observed gravity values.
 KX1478
 KX1478;                    North         East    Units  Estimated Accuracy
 KX1478;SPC PA S     -   122,150.      419,550.      MT  (+/- 180 meters Scaled)
 KX1478
 KX1478                          SUPERSEDED SURVEY CONTROL
 KX1478
 KX1478  NGVD 29 (??/??/92)  270.245  (m)          886.63   (f) ADJ UNCH    1 2
 KX1478
 KX1478.Superseded values are not recommended for survey control.
 KX1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1478.See file dsdata.txt to determine how the superseded data were derived.
 KX1478
 KX1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE953743(NAD 83)
 KX1478_MARKER: DD = SURVEY DISK
 KX1478_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1478_SP_SET: ABUTMENT
 KX1478_STAMPING: 3041
 KX1478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1478
 KX1478  HISTORY     - Date     Condition        Report By
 KX1478  HISTORY     - UNK      MONUMENTED       PA-003
 KX1478  HISTORY     - 1941     GOOD             NGS
 KX1478
 KX1478                          STATION DESCRIPTION
 KX1478
 KX1478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1478'1.1 MI NW FROM BRADDOCK.
 KX1478'ABOUT 1.1 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX1478'BRADDOCK, ALLEGHENY COUNTY, AT RANKIN, AT THE BRADDOCK STREET
 KX1478'OVERPASS, IN THE EAST END OF THE SOUTH STONE ABUTMENT, 20 FEET
 KX1478'WEST OF THE EAST-BOUND WAITING STATION, 20 FEET SOUTH OF THE
 KX1478'SOUTH RAIL, AND ABOUT 2.8 FEET HIGHER THAN THE TOP OF THE RAIL.  A
 KX1478'DEPARTMENT OF PUBLIC WORKS BRONZE DISK, STAMPED 3041.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1479 ***********************************************************************
 KX1479  DESIGNATION -  3042
 KX1479  PID         -  KX1479
 KX1479  STATE/COUNTY-  PA/ALLEGHENY
 KX1479  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1479
 KX1479                         *CURRENT SURVEY CONTROL
 KX1479  ___________________________________________________________________
 KX1479* NAD 83(1986)-  40 25 14.     (N)    079 53 13.     (W)     SCALED    
 KX1479* NAVD 88     -       280.512  (meters)     920.31   (feet)  ADJUSTED  
 KX1479  ___________________________________________________________________
 KX1479  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KX1479  DYNAMIC HT  -         280.367 (meters)     919.84  (feet)  COMP
 KX1479  MODELED GRAV-     980,104.2   (mgal)                       NAVD 88
 KX1479
 KX1479  VERT ORDER  -  FIRST     CLASS II
 KX1479
 KX1479.The horizontal coordinates were scaled from a topographic map and have
 KX1479.an estimated accuracy of +/- 6 seconds.
 KX1479
 KX1479.The orthometric height was determined by differential leveling
 KX1479.and adjusted by the National Geodetic Survey in June 1991..
 KX1479
 KX1479.The geoid height was determined by GEOID03.
 KX1479
 KX1479.The dynamic height is computed by dividing the NAVD 88
 KX1479.geopotential number by the normal gravity value computed on the
 KX1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1479.degrees latitude (g = 980.6199 gals.).
 KX1479
 KX1479.The modeled gravity was interpolated from observed gravity values.
 KX1479
 KX1479;                    North         East    Units  Estimated Accuracy
 KX1479;SPC PA S     -   122,910.      418,670.      MT  (+/- 180 meters Scaled)
 KX1479
 KX1479                          SUPERSEDED SURVEY CONTROL
 KX1479
 KX1479  NGVD 29 (??/??/92)  280.673  (m)          920.84   (f) ADJ UNCH    1 2
 KX1479
 KX1479.Superseded values are not recommended for survey control.
 KX1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1479.See file dsdata.txt to determine how the superseded data were derived.
 KX1479
 KX1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE944750(NAD 83)
 KX1479_MARKER: DD = SURVEY DISK
 KX1479_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1479_SP_SET: FOUNDATION
 KX1479_STAMPING: 3042
 KX1479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1479
 KX1479  HISTORY     - Date     Condition        Report By
 KX1479  HISTORY     - UNK      MONUMENTED       PA-003
 KX1479  HISTORY     - 1941     GOOD             NGS
 KX1479
 KX1479                          STATION DESCRIPTION
 KX1479
 KX1479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1479'2 MI NW FROM BRADDOCK.
 KX1479'ABOUT 2 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX1479'BRADDOCK, ALLEGHENY COUNTY, AT SWISSVALE, ABOUT 470 FEET SOUTH
 KX1479'OF MILEPOST 345, 594 FEET SOUTHEAST OF THE SOUTHEAST END OF THE
 KX1479'STATION WEATHER SHED, AT THE WASHINGTON STREET OVERPASS, IN THE
 KX1479'TOP OF THE SOUTHEAST CONCRETE FOUNDATION, 18.2 FEET EAST OF THE
 KX1479'EAST RAIL, AND ABOUT 2 FEET HIGHER THAN THE TOP OF THE RAIL.  A
 KX1479'DEPARTMENT OF PUBLIC WORKS BRONZE DISK, STAMPED 3042.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1480 ***********************************************************************
 KX1480  DESIGNATION -  3043
 KX1480  PID         -  KX1480
 KX1480  STATE/COUNTY-  PA/ALLEGHENY
 KX1480  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1480
 KX1480                         *CURRENT SURVEY CONTROL
 KX1480  ___________________________________________________________________
 KX1480* NAD 83(1986)-  40 26 02.     (N)    079 53 07.     (W)     SCALED    
 KX1480* NAVD 88     -       282.940  (meters)     928.28   (feet)  ADJUSTED  
 KX1480  ___________________________________________________________________
 KX1480  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 KX1480  DYNAMIC HT  -         282.794 (meters)     927.80  (feet)  COMP
 KX1480  MODELED GRAV-     980,105.1   (mgal)                       NAVD 88
 KX1480
 KX1480  VERT ORDER  -  FIRST     CLASS II
 KX1480
 KX1480.The horizontal coordinates were scaled from a topographic map and have
 KX1480.an estimated accuracy of +/- 6 seconds.
 KX1480
 KX1480.The orthometric height was determined by differential leveling
 KX1480.and adjusted by the National Geodetic Survey in June 1991..
 KX1480
 KX1480.The geoid height was determined by GEOID03.
 KX1480
 KX1480.The dynamic height is computed by dividing the NAVD 88
 KX1480.geopotential number by the normal gravity value computed on the
 KX1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1480.degrees latitude (g = 980.6199 gals.).
 KX1480
 KX1480.The modeled gravity was interpolated from observed gravity values.
 KX1480
 KX1480;                    North         East    Units  Estimated Accuracy
 KX1480;SPC PA S     -   124,390.      418,850.      MT  (+/- 180 meters Scaled)
 KX1480
 KX1480                          SUPERSEDED SURVEY CONTROL
 KX1480
 KX1480  NGVD 29 (??/??/92)  283.100  (m)          928.80   (f) ADJ UNCH    1 2
 KX1480
 KX1480.Superseded values are not recommended for survey control.
 KX1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1480.See file dsdata.txt to determine how the superseded data were derived.
 KX1480
 KX1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE945765(NAD 83)
 KX1480_MARKER: DD = SURVEY DISK
 KX1480_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1480_SP_SET: UNDERPASS
 KX1480_STAMPING: 3043
 KX1480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1480
 KX1480  HISTORY     - Date     Condition        Report By
 KX1480  HISTORY     - UNK      MONUMENTED       PA-003
 KX1480  HISTORY     - 1941     GOOD             NGS
 KX1480  HISTORY     - 19920401 MARK NOT FOUND   USGS
 KX1480
 KX1480                          STATION DESCRIPTION
 KX1480
 KX1480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1480'2.8 MI N FROM BRADDOCK.
 KX1480'ABOUT 2.8 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM
 KX1480'BRADDOCK, ALLEGHENY COUNTY, AT EDGEWOOD, 124 FEET NORTH OF THE
 KX1480'NORTH END OF THE STATION, AT THE RACE STREET UNDERPASS, IN THE
 KX1480'SOUTH END OF THE EAST PARAPET, 3.9 FEET EAST OF THE EAST RAIL,
 KX1480'AND ABOUT 1.7 FEET LOWER THAN THE TOP OF THE RAIL.  A DEPARTMENT
 KX1480'OF PUBLIC WORKS BRONZE DISK, STAMPED 3043.
 KX1480
 KX1480                          STATION RECOVERY (1992)
 KX1480
 KX1480'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 KX1480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1247 ***********************************************************************
 KX1247  DESIGNATION -  3046
 KX1247  PID         -  KX1247
 KX1247  STATE/COUNTY-  PA/ALLEGHENY
 KX1247  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1247
 KX1247                         *CURRENT SURVEY CONTROL
 KX1247  ___________________________________________________________________
 KX1247* NAD 83(1986)-  40 24 57.     (N)    079 53 27.     (W)     SCALED    
 KX1247* NAVD 88     -       229.372  (meters)     752.53   (feet)  ADJUSTED  
 KX1247  ___________________________________________________________________
 KX1247  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KX1247  DYNAMIC HT  -         229.253 (meters)     752.14  (feet)  COMP
 KX1247  MODELED GRAV-     980,103.8   (mgal)                       NAVD 88
 KX1247
 KX1247  VERT ORDER  -  FIRST     CLASS II
 KX1247
 KX1247.The horizontal coordinates were scaled from a topographic map and have
 KX1247.an estimated accuracy of +/- 6 seconds.
 KX1247
 KX1247.The orthometric height was determined by differential leveling
 KX1247.and adjusted by the National Geodetic Survey in June 1991..
 KX1247
 KX1247.The geoid height was determined by GEOID03.
 KX1247
 KX1247.The dynamic height is computed by dividing the NAVD 88
 KX1247.geopotential number by the normal gravity value computed on the
 KX1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1247.degrees latitude (g = 980.6199 gals.).
 KX1247
 KX1247.The modeled gravity was interpolated from observed gravity values.
 KX1247
 KX1247;                    North         East    Units  Estimated Accuracy
 KX1247;SPC PA S     -   122,400.      418,330.      MT  (+/- 180 meters Scaled)
 KX1247
 KX1247                          SUPERSEDED SURVEY CONTROL
 KX1247
 KX1247  NGVD 29 (??/??/92)  229.538  (m)          753.08   (f) ADJ UNCH    1 2
 KX1247
 KX1247.Superseded values are not recommended for survey control.
 KX1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1247.See file dsdata.txt to determine how the superseded data were derived.
 KX1247
 KX1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE941745(NAD 83)
 KX1247_MARKER: DD = SURVEY DISK
 KX1247_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1247_SP_SET: RETAINING WALL
 KX1247_STAMPING: 3046
 KX1247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1247
 KX1247  HISTORY     - Date     Condition        Report By
 KX1247  HISTORY     - UNK      MONUMENTED       PA6600
 KX1247  HISTORY     - 1941     GOOD             CGS
 KX1247  HISTORY     - 1966     MARK NOT FOUND   CGS
 KX1247
 KX1247                          STATION DESCRIPTION
 KX1247
 KX1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1247'AT RANKIN.
 KX1247'0.6 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KX1247'THE STATION AT RANKIN, ABOUT 12 RAILS NORTHWEST OF MILEPOST 8,
 KX1247'IN THE CONCRETE RETAINING WALL BETWEEN THE B AND O RR AND THE
 KX1247'PITTSBURGH AND LAKE ERIE RAILROAD, 26.4 FEET NORTHEAST OF THE
 KX1247'NORTHEAST RAIL OF THE P AND LE RR TRACK, 16 FEET SOUTHWEST
 KX1247'OF THE CENTER LINE OF THE ROAD PARALLELING THE TRACK, AND ABOUT
 KX1247'8 FEET LOWER THAN THE TRACK.
 KX1247
 KX1247                          STATION RECOVERY (1966)
 KX1247
 KX1247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RRG)
 KX1247'ABOUT 0.6 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KX1247'THE STATION AT RANKIN.  A SEARCH WAS MADE FOR THIS MARK AT THIS DATE
 KX1247'BUT IT WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1320 ***********************************************************************
 KX1320  DESIGNATION -  3055
 KX1320  PID         -  KX1320
 KX1320  STATE/COUNTY-  PA/ALLEGHENY
 KX1320  USGS QUAD   -  GLASSPORT (1988)
 KX1320
 KX1320                         *CURRENT SURVEY CONTROL
 KX1320  ___________________________________________________________________
 KX1320* NAD 83(1986)-  40 21 18.     (N)    079 52 43.     (W)     SCALED    
 KX1320* NAVD 88     -       226.319  (meters)     742.51   (feet)  ADJUSTED  
 KX1320  ___________________________________________________________________
 KX1320  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 KX1320  DYNAMIC HT  -         226.201 (meters)     742.13  (feet)  COMP
 KX1320  MODELED GRAV-     980,095.6   (mgal)                       NAVD 88
 KX1320
 KX1320  VERT ORDER  -  FIRST     CLASS II
 KX1320
 KX1320.The horizontal coordinates were scaled from a topographic map and have
 KX1320.an estimated accuracy of +/- 6 seconds.
 KX1320
 KX1320.The orthometric height was determined by differential leveling
 KX1320.and adjusted by the National Geodetic Survey in June 1991..
 KX1320
 KX1320.The geoid height was determined by GEOID03.
 KX1320
 KX1320.The dynamic height is computed by dividing the NAVD 88
 KX1320.geopotential number by the normal gravity value computed on the
 KX1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1320.degrees latitude (g = 980.6199 gals.).
 KX1320
 KX1320.The modeled gravity was interpolated from observed gravity values.
 KX1320
 KX1320;                    North         East    Units  Estimated Accuracy
 KX1320;SPC PA S     -   115,620.      419,200.      MT  (+/- 180 meters Scaled)
 KX1320
 KX1320                          SUPERSEDED SURVEY CONTROL
 KX1320
 KX1320  NGVD 29 (??/??/92)  226.491  (m)          743.08   (f) ADJ UNCH    1 2
 KX1320
 KX1320.Superseded values are not recommended for survey control.
 KX1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1320.See file dsdata.txt to determine how the superseded data were derived.
 KX1320
 KX1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE952677(NAD 83)
 KX1320_MARKER: DD = SURVEY DISK
 KX1320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1320_SP_SET: SIGNAL TOWER BASE
 KX1320_STAMPING: 3055
 KX1320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1320
 KX1320  HISTORY     - Date     Condition        Report By
 KX1320  HISTORY     - UNK      MONUMENTED       PA6600
 KX1320  HISTORY     - 1956     GOOD             NGS
 KX1320  HISTORY     - 1983     MARK NOT FOUND   NGS
 KX1320
 KX1320                          STATION DESCRIPTION
 KX1320
 KX1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KX1320'3.5 MI SW FROM DUQUESNE.
 KX1320'3.5 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1320'STATION AT DUQUESNE, 5-1/2 RAILS EAST OF MILEPOST 14, 29 FEET
 KX1320'SOUTHEAST OF THE CENTER OF THE CROSSING OF STATE HIGHWAY 837,
 KX1320'11.5 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 15 FEET
 KX1320'EAST OF THE STOP SIGN ON THE SOUTH SIDE OF THE TRACK, AND IN
 KX1320'THE SOUTHEAST CORNER OF A SIGNAL-TOWER BASE.  A DEPARTMENT OF
 KX1320'PUBLIC WORKS STANDARD DISK, STAMPED 3055.
 KX1320
 KX1320                          STATION RECOVERY (1983)
 KX1320
 KX1320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1320'NOT RECOVERED, ASSUMED DESTROYED AS THE SIGNAL BASE IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1322 ***********************************************************************
 KX1322  DESIGNATION -  3058
 KX1322  PID         -  KX1322
 KX1322  STATE/COUNTY-  PA/ALLEGHENY
 KX1322  USGS QUAD   -  MC KEESPORT (1993)
 KX1322
 KX1322                         *CURRENT SURVEY CONTROL
 KX1322  ___________________________________________________________________
 KX1322* NAD 83(1986)-  40 22 01.     (N)    079 50 31.     (W)     SCALED    
 KX1322* NAVD 88     -       232.351  (meters)     762.30   (feet)  ADJUSTED  
 KX1322  ___________________________________________________________________
 KX1322  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 KX1322  DYNAMIC HT  -         232.232 (meters)     761.91  (feet)  COMP
 KX1322  MODELED GRAV-     980,105.3   (mgal)                       NAVD 88
 KX1322
 KX1322  VERT ORDER  -  FIRST     CLASS II
 KX1322
 KX1322.The horizontal coordinates were scaled from a topographic map and have
 KX1322.an estimated accuracy of +/- 6 seconds.
 KX1322
 KX1322.The orthometric height was determined by differential leveling
 KX1322.and adjusted by the National Geodetic Survey in June 1991..
 KX1322
 KX1322.The geoid height was determined by GEOID03.
 KX1322
 KX1322.The dynamic height is computed by dividing the NAVD 88
 KX1322.geopotential number by the normal gravity value computed on the
 KX1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1322.degrees latitude (g = 980.6199 gals.).
 KX1322
 KX1322.The modeled gravity was interpolated from observed gravity values.
 KX1322
 KX1322;                    North         East    Units  Estimated Accuracy
 KX1322;SPC PA S     -   116,870.      422,340.      MT  (+/- 180 meters Scaled)
 KX1322
 KX1322                          SUPERSEDED SURVEY CONTROL
 KX1322
 KX1322  NGVD 29 (??/??/92)  232.522  (m)          762.87   (f) ADJ UNCH    1 2
 KX1322
 KX1322.Superseded values are not recommended for survey control.
 KX1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1322.See file dsdata.txt to determine how the superseded data were derived.
 KX1322
 KX1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE983691(NAD 83)
 KX1322_MARKER: DD = SURVEY DISK
 KX1322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1322_SP_SET: CURB
 KX1322_STAMPING: 3058
 KX1322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1322
 KX1322  HISTORY     - Date     Condition        Report By
 KX1322  HISTORY     - UNK      MONUMENTED       PA6600
 KX1322  HISTORY     - 1952     GOOD             NGS
 KX1322  HISTORY     - 1983     MARK NOT FOUND   NGS
 KX1322
 KX1322                          STATION DESCRIPTION
 KX1322
 KX1322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KX1322'1 MI E FROM DUQUESNE.
 KX1322'1.0 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION AT
 KX1322'DUQUESNE, 23 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF
 KX1322'COCHRAN AND SOUTH DUQUESNE AVENUE, IN THE SOUTH STONE CURB
 KX1322'PARALLELING THE TRACK, 34 FEET NORTH OF THE FIRST IRON-PIPE POLE
 KX1322'AT THE SOUTH END OF THE CURB, AND 7.8 FEET WEST OF THE WEST RAIL
 KX1322'OF THE WEST TRACK.  A DEPARTMENT OF PUBLIC WORKS STANDARD DISK,
 KX1322'STAMPED 3058.
 KX1322
 KX1322                          STATION RECOVERY (1983)
 KX1322
 KX1322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1322'NOT RECOVERED, ASSUMED DESTROYED AS THE ROCK RETAINING WALL IS NOT
 KX1322'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1250 ***********************************************************************
 KX1250  DESIGNATION -  3066
 KX1250  PID         -  KX1250
 KX1250  STATE/COUNTY-  PA/ALLEGHENY
 KX1250  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1250
 KX1250                         *CURRENT SURVEY CONTROL
 KX1250  ___________________________________________________________________
 KX1250* NAD 83(1986)-  40 24 59.     (N)    079 54 44.     (W)     SCALED    
 KX1250* NAVD 88     -       228.749  (meters)     750.49   (feet)  ADJUSTED  
 KX1250  ___________________________________________________________________
 KX1250  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KX1250  DYNAMIC HT  -         228.631 (meters)     750.10  (feet)  COMP
 KX1250  MODELED GRAV-     980,105.8   (mgal)                       NAVD 88
 KX1250
 KX1250  VERT ORDER  -  FIRST     CLASS I
 KX1250
 KX1250.The horizontal coordinates were scaled from a topographic map and have
 KX1250.an estimated accuracy of +/- 6 seconds.
 KX1250
 KX1250.The orthometric height was determined by differential leveling
 KX1250.and adjusted by the National Geodetic Survey in June 1991..
 KX1250
 KX1250.The geoid height was determined by GEOID03.
 KX1250
 KX1250.The dynamic height is computed by dividing the NAVD 88
 KX1250.geopotential number by the normal gravity value computed on the
 KX1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1250.degrees latitude (g = 980.6199 gals.).
 KX1250
 KX1250.The modeled gravity was interpolated from observed gravity values.
 KX1250
 KX1250;                    North         East    Units  Estimated Accuracy
 KX1250;SPC PA S     -   122,500.      416,510.      MT  (+/- 180 meters Scaled)
 KX1250
 KX1250                          SUPERSEDED SURVEY CONTROL
 KX1250
 KX1250  NGVD 29 (??/??/92)  228.916  (m)          751.04   (f) ADJ UNCH    1 1
 KX1250
 KX1250.Superseded values are not recommended for survey control.
 KX1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1250.See file dsdata.txt to determine how the superseded data were derived.
 KX1250
 KX1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE922745(NAD 83)
 KX1250_MARKER: DD = SURVEY DISK
 KX1250_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1250_SP_SET: BRIDGE
 KX1250_STAMPING: 3066
 KX1250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1250
 KX1250  HISTORY     - Date     Condition        Report By
 KX1250  HISTORY     - UNK      MONUMENTED       PA6600
 KX1250  HISTORY     - 1966     GOOD             NGS
 KX1250
 KX1250                          STATION DESCRIPTION
 KX1250
 KX1250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX1250'2 MI W FROM RANKIN.
 KX1250'ABOUT 2.0 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KX1250'THE STATION AT RANKIN, ABOUT 0.5 MILE NORTHEAST OF HOMESTEAD BRIDGE
 KX1250'OVER BOTH THE TRACK AND THE MONONGAHELA RIVER AT MILEPOST NO.
 KX1250'321-12, SET IN THE TOP OF THE NORTHEAST END OF THE CONCRETE BASE
 KX1250'AT THE NORTHWEST END OF SIGNAL BRIDGE NO. 321-12, 7 FEET NORTHWEST
 KX1250'OF THE NORTHWEST RAIL OF THE NORTHWEST ONE OF 4 TRACKS, 1/2 FOOT
 KX1250'SOUTHWEST OF THE NORTHEAST END OF THE BASE AND 1 1/2 FEET BELOW
 KX1250'LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1254 ***********************************************************************
 KX1254  DESIGNATION -  3068
 KX1254  PID         -  KX1254
 KX1254  STATE/COUNTY-  PA/ALLEGHENY
 KX1254  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1254
 KX1254                         *CURRENT SURVEY CONTROL
 KX1254  ___________________________________________________________________
 KX1254* NAD 83(1986)-  40 24 23.     (N)    079 55 28.     (W)     SCALED    
 KX1254* NAVD 88     -       227.407  (meters)     746.08   (feet)  ADJUSTED  
 KX1254  ___________________________________________________________________
 KX1254  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KX1254  DYNAMIC HT  -         227.291 (meters)     745.70  (feet)  COMP
 KX1254  MODELED GRAV-     980,105.9   (mgal)                       NAVD 88
 KX1254
 KX1254  VERT ORDER  -  FIRST     CLASS II
 KX1254
 KX1254.The horizontal coordinates were scaled from a topographic map and have
 KX1254.an estimated accuracy of +/- 6 seconds.
 KX1254
 KX1254.The orthometric height was determined by differential leveling
 KX1254.and adjusted by the National Geodetic Survey in June 1991..
 KX1254
 KX1254.The geoid height was determined by GEOID03.
 KX1254
 KX1254.The dynamic height is computed by dividing the NAVD 88
 KX1254.geopotential number by the normal gravity value computed on the
 KX1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1254.degrees latitude (g = 980.6199 gals.).
 KX1254
 KX1254.The modeled gravity was interpolated from observed gravity values.
 KX1254
 KX1254;                    North         East    Units  Estimated Accuracy
 KX1254;SPC PA S     -   121,420.      415,450.      MT  (+/- 180 meters Scaled)
 KX1254
 KX1254                          SUPERSEDED SURVEY CONTROL
 KX1254
 KX1254  NGVD 29 (??/??/92)  227.57   (m)          746.6    (f) COMPUTED    1 2
 KX1254
 KX1254.Superseded values are not recommended for survey control.
 KX1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1254.See file dsdata.txt to determine how the superseded data were derived.
 KX1254
 KX1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE912734(NAD 83)
 KX1254_MARKER: DD = SURVEY DISK
 KX1254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1254_SP_SET: SIGNAL TOWER BASE
 KX1254_STAMPING: 3068
 KX1254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1254
 KX1254  HISTORY     - Date     Condition        Report By
 KX1254  HISTORY     - UNK      MONUMENTED       PA6600
 KX1254  HISTORY     - 1966     MARK NOT FOUND   NGS
 KX1254
 KX1254                          STATION DESCRIPTION
 KX1254
 KX1254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX1254'AT PITTSBURGH.
 KX1254'ON THE BALTIMORE AND OHIO RAILROAD, ABOUT 0.7 MILE SOUTHWEST OF
 KX1254'BROWNS BRIDGE, IN THE SOUTH CORNER OF THE NORTHWEST CONCRETE
 KX1254'BASE OF AN OLD SIGNAL TOWER, AND 6.7 FEET NORTHWEST OF THE
 KX1254'NORTHWEST RAIL OF THE WEST-BOUND TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1822 ***********************************************************************
 KW1822  DESIGNATION -  30.68 PRR
 KW1822  PID         -  KW1822
 KW1822  STATE/COUNTY-  PA/CUMBERLAND
 KW1822  USGS QUAD   -  NEWVILLE (1975)
 KW1822
 KW1822                         *CURRENT SURVEY CONTROL
 KW1822  ___________________________________________________________________
 KW1822* NAD 83(1986)-  40 09 49.     (N)    077 24 47.     (W)     SCALED    
 KW1822* NAVD 88     -       167.171  (meters)     548.46   (feet)  ADJUSTED  
 KW1822  ___________________________________________________________________
 KW1822  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 KW1822  DYNAMIC HT  -         167.082 (meters)     548.17  (feet)  COMP
 KW1822  MODELED GRAV-     980,089.4   (mgal)                       NAVD 88
 KW1822
 KW1822  VERT ORDER  -  FIRST     CLASS II
 KW1822
 KW1822.The horizontal coordinates were scaled from a topographic map and have
 KW1822.an estimated accuracy of +/- 6 seconds.
 KW1822
 KW1822.The orthometric height was determined by differential leveling
 KW1822.and adjusted by the National Geodetic Survey in June 1991..
 KW1822
 KW1822.The geoid height was determined by GEOID03.
 KW1822
 KW1822.The dynamic height is computed by dividing the NAVD 88
 KW1822.geopotential number by the normal gravity value computed on the
 KW1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1822.degrees latitude (g = 980.6199 gals.).
 KW1822
 KW1822.The modeled gravity was interpolated from observed gravity values.
 KW1822
 KW1822;                    North         East    Units  Estimated Accuracy
 KW1822;SPC PA S     -    92,240.      628,700.      MT  (+/- 180 meters Scaled)
 KW1822
 KW1822                          SUPERSEDED SURVEY CONTROL
 KW1822
 KW1822  NGVD 29 (??/??/??)  167.379  (m)          549.14   (f) ADJUSTED    1 2
 KW1822
 KW1822.Superseded values are not recommended for survey control.
 KW1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1822.See file dsdata.txt to determine how the superseded data were derived.
 KW1822
 KW1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK945487(NAD 83)
 KW1822_MARKER: B = BOLT
 KW1822_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1822_SP_SET: BRIDGE
 KW1822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1822
 KW1822  HISTORY     - Date     Condition        Report By
 KW1822  HISTORY     - UNK      MONUMENTED       PRR
 KW1822  HISTORY     - 1952     GOOD             CGS
 KW1822  HISTORY     - 20051104 MARK NOT FOUND   GEOCAC
 KW1822
 KW1822                          STATION DESCRIPTION
 KW1822
 KW1822'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KW1822'0.6 MI SW FROM NEWVILLE.
 KW1822'0.6 MILE SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1822'STATION AT NEWVILLE, CUMBERLAND COUNTY, AT BRIDGE 30.68,
 KW1822'IN THE TOP OF THE SOUTH WALL, 5 INCHES FROM THE SOUTH EDGE, AND
 KW1822'DIRECTLY OVER 1916 CAST IN CONCRETE AT THE TOP OF THE ARCH.
 KW1822'A BRASS BOLT.  NOTE-- THE MARK IS 10.0 FEET SOUTH OF SOUTH
 KW1822'RAIL, 1.2 FEET HIGHER THAN ROAD BED, 16.3 FEET HIGHER THAN THE
 KW1822'CENTERLINE ROAD SOUTH OF BRIDGE.
 KW1822
 KW1822                          STATION RECOVERY (2005)
 KW1822
 KW1822'RECOVERY NOTE BY GEOCACHING 2005 (EK)
 KW1822'BRIDGE WAS REPLACED IN 1969 - A NEW UNSTAMPED STATE HIGHWAY DEPARTMENT
 KW1822'DISK IS LOCATED NEAR THE SOUTH END OF THE EAST GUARD WALL RAILING AND
 KW1822'ABOVE THE DATE PLAQUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1255 ***********************************************************************
 KX1255  DESIGNATION -  3069
 KX1255  PID         -  KX1255
 KX1255  STATE/COUNTY-  PA/ALLEGHENY
 KX1255  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1255
 KX1255                         *CURRENT SURVEY CONTROL
 KX1255  ___________________________________________________________________
 KX1255* NAD 83(1986)-  40 24 03.     (N)    079 55 52.     (W)     SCALED    
 KX1255* NAVD 88     -       229.817  (meters)     753.99   (feet)  ADJUSTED  
 KX1255  ___________________________________________________________________
 KX1255  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KX1255  DYNAMIC HT  -         229.698 (meters)     753.60  (feet)  COMP
 KX1255  MODELED GRAV-     980,105.7   (mgal)                       NAVD 88
 KX1255
 KX1255  VERT ORDER  -  FIRST     CLASS I
 KX1255
 KX1255.The horizontal coordinates were scaled from a topographic map and have
 KX1255.an estimated accuracy of +/- 6 seconds.
 KX1255
 KX1255.The orthometric height was determined by differential leveling
 KX1255.and adjusted by the National Geodetic Survey in June 1991..
 KX1255
 KX1255.The geoid height was determined by GEOID03.
 KX1255
 KX1255.The dynamic height is computed by dividing the NAVD 88
 KX1255.geopotential number by the normal gravity value computed on the
 KX1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1255.degrees latitude (g = 980.6199 gals.).
 KX1255
 KX1255.The modeled gravity was interpolated from observed gravity values.
 KX1255
 KX1255;                    North         East    Units  Estimated Accuracy
 KX1255;SPC PA S     -   120,820.      414,870.      MT  (+/- 180 meters Scaled)
 KX1255
 KX1255                          SUPERSEDED SURVEY CONTROL
 KX1255
 KX1255  NGVD 29 (??/??/92)  229.985  (m)          754.54   (f) ADJ UNCH    1 1
 KX1255
 KX1255.Superseded values are not recommended for survey control.
 KX1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1255.See file dsdata.txt to determine how the superseded data were derived.
 KX1255
 KX1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE907727(NAD 83)
 KX1255_MARKER: DD = SURVEY DISK
 KX1255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1255_SP_SET: BRIDGE
 KX1255_STAMPING: 3069
 KX1255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1255
 KX1255  HISTORY     - Date     Condition        Report By
 KX1255  HISTORY     - UNK      MONUMENTED       PA6600
 KX1255  HISTORY     - 1966     GOOD             NGS
 KX1255
 KX1255                          STATION DESCRIPTION
 KX1255
 KX1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX1255'5.2 MI E FROM PITTSBURGH.
 KX1255'ABOUT 5.2 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD
 KX1255'FROM THE STATION AT PITTSBURGH, ABOUT 0.25 MILE EAST OF
 KX1255'GLENWOOD BRIDGE OVER THE MONONGAHELA RIVER AND THE TRACKS, 35
 KX1255'FEET SOUTH OF MILEPOST NO. 322-39, SET IN THE TOP OF THE WEST
 KX1255'END OF THE CONCRETE BASE AT THE NORTH END OF SIGNAL BRIDGE
 KX1255'NO. E 322-39, 5 FEET NORTH OF THE NORTH RAIL OF THE NORTH ONE
 KX1255'OF 4 TRACKS AND 1 FOOT BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1011 ***********************************************************************
 MA1011  DESIGNATION -  31
 MA1011  PID         -  MA1011
 MA1011  STATE/COUNTY-  PA/CLARION
 MA1011  USGS QUAD   -  NEW BETHLEHEM (1981)
 MA1011
 MA1011                         *CURRENT SURVEY CONTROL
 MA1011  ___________________________________________________________________
 MA1011* NAD 83(1986)-  41 02 01.     (N)    079 15 04.     (W)     SCALED    
 MA1011* NAVD 88     -       336.601  (meters)    1104.33   (feet)  ADJUSTED  
 MA1011  ___________________________________________________________________
 MA1011  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 MA1011  DYNAMIC HT  -         336.439 (meters)    1103.80  (feet)  COMP
 MA1011  MODELED GRAV-     980,132.9   (mgal)                       NAVD 88
 MA1011
 MA1011  VERT ORDER  -  SECOND    CLASS 0
 MA1011
 MA1011.The horizontal coordinates were scaled from a topographic map and have
 MA1011.an estimated accuracy of +/- 6 seconds.
 MA1011
 MA1011.The orthometric height was determined by differential leveling
 MA1011.and adjusted by the National Geodetic Survey in June 1991..
 MA1011
 MA1011.The geoid height was determined by GEOID03.
 MA1011
 MA1011.The dynamic height is computed by dividing the NAVD 88
 MA1011.geopotential number by the normal gravity value computed on the
 MA1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1011.degrees latitude (g = 980.6199 gals.).
 MA1011
 MA1011.The modeled gravity was interpolated from observed gravity values.
 MA1011
 MA1011;                    North         East    Units  Estimated Accuracy
 MA1011;SPC PA N     -    97,370.      473,780.      MT  (+/- 180 meters Scaled)
 MA1011
 MA1011                          SUPERSEDED SURVEY CONTROL
 MA1011
 MA1011  NGVD 29 (??/??/92)  336.770  (m)         1104.89   (f) ADJ UNCH    2 0
 MA1011
 MA1011.Superseded values are not recommended for survey control.
 MA1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1011.See file dsdata.txt to determine how the superseded data were derived.
 MA1011
 MA1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF470439(NAD 83)
 MA1011_MARKER: B = BOLT
 MA1011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1011_SP_SET: BRIDGE
 MA1011_STAMPING: 1105.495
 MA1011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1011
 MA1011  HISTORY     - Date     Condition        Report By
 MA1011  HISTORY     - UNK      MONUMENTED       PRR
 MA1011  HISTORY     - 1935     GOOD             NGS
 MA1011
 MA1011                          STATION DESCRIPTION
 MA1011
 MA1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1011'AT MAYPORT.
 MA1011'AT MAYPORT, CLARION COUNTY, ABOUT 300 FEET EAST OF THE
 MA1011'PENNSYLVANIA RAILROAD STATION, AT 20-FOOT SPAN STEEL STRINGER
 MA1011'BRIDGE 25.51, IN THE TOP OF THE SOUTHWEST CORNER OF THE NORTHEAST
 MA1011'MASONRY WING WALL, 21 FEET NORTH OF THE CENTER LINE OF THE
 MA1011'TRACK, AND ABOUT LEVEL WITH THE TOP OF THE RAIL.  A COPPER BOLT,
 MA1011'MARKED B.M. 31 AND STAMPED 1105.495.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0325 ***********************************************************************
 KX0325  DESIGNATION -  31
 KX0325  PID         -  KX0325
 KX0325  STATE/COUNTY-  PA/BEDFORD
 KX0325  USGS QUAD   -  EVERETT WEST (1987)
 KX0325
 KX0325                         *CURRENT SURVEY CONTROL
 KX0325  ___________________________________________________________________
 KX0325* NAD 83(1986)-  40 03 54.     (N)    078 28 28.     (W)     SCALED    
 KX0325* NAVD 88     -       323.543  (meters)    1061.49   (feet)  ADJUSTED  
 KX0325  ___________________________________________________________________
 KX0325  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KX0325  DYNAMIC HT  -         323.361 (meters)    1060.89  (feet)  COMP
 KX0325  MODELED GRAV-     980,057.1   (mgal)                       NAVD 88
 KX0325
 KX0325  VERT ORDER  -  SECOND    CLASS 0
 KX0325
 KX0325.The horizontal coordinates were scaled from a topographic map and have
 KX0325.an estimated accuracy of +/- 6 seconds.
 KX0325
 KX0325.The orthometric height was determined by differential leveling
 KX0325.and adjusted by the National Geodetic Survey in June 1991..
 KX0325
 KX0325.The geoid height was determined by GEOID03.
 KX0325
 KX0325.The dynamic height is computed by dividing the NAVD 88
 KX0325.geopotential number by the normal gravity value computed on the
 KX0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0325.degrees latitude (g = 980.6199 gals.).
 KX0325
 KX0325.The modeled gravity was interpolated from observed gravity values.
 KX0325
 KX0325;                    North         East    Units  Estimated Accuracy
 KX0325;SPC PA S     -    81,490.      538,200.      MT  (+/- 180 meters Scaled)
 KX0325
 KX0325                          SUPERSEDED SURVEY CONTROL
 KX0325
 KX0325  NGVD 29 (??/??/92)  323.702  (m)         1062.01   (f) ADJ UNCH    2 0
 KX0325
 KX0325.Superseded values are not recommended for survey control.
 KX0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0325.See file dsdata.txt to determine how the superseded data were derived.
 KX0325
 KX0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE153380(NAD 83)
 KX0325_MARKER: Q = CHISELED SQUARE
 KX0325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0325_SP_SET: BRIDGE
 KX0325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0325
 KX0325  HISTORY     - Date     Condition        Report By
 KX0325  HISTORY     - UNK      MONUMENTED       PRR
 KX0325  HISTORY     - 1935     GOOD             NGS
 KX0325
 KX0325                          STATION DESCRIPTION
 KX0325
 KX0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0325'4.5 MI S FROM CESSNA.
 KX0325'4.5 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0325'AT CESSNA, BEDFORD COUNTY, AT THE NORTH ABUTMENT OF BRIDGE 41.32
 KX0325'OVER IDLETOWN CREEK, ON THE TOP OF THE EAST END, AND 10 FEET
 KX0325'EAST OF THE CENTER LINE OF THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1529 ***********************************************************************
 KX1529  DESIGNATION -  31 L
 KX1529  PID         -  KX1529
 KX1529  STATE/COUNTY-  PA/ARMSTRONG
 KX1529  USGS QUAD   -  FREEPORT (1993)
 KX1529
 KX1529                         *CURRENT SURVEY CONTROL
 KX1529  ___________________________________________________________________
 KX1529* NAD 83(1986)-  40 41 32.     (N)    079 39 21.     (W)     SCALED    
 KX1529* NAVD 88     -       240.721  (meters)     789.77   (feet)  ADJUSTED  
 KX1529  ___________________________________________________________________
 KX1529  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 KX1529  DYNAMIC HT  -         240.601 (meters)     789.37  (feet)  COMP
 KX1529  MODELED GRAV-     980,122.5   (mgal)                       NAVD 88
 KX1529
 KX1529  VERT ORDER  -  FIRST     CLASS II
 KX1529
 KX1529.The horizontal coordinates were scaled from a topographic map and have
 KX1529.an estimated accuracy of +/- 6 seconds.
 KX1529
 KX1529.The orthometric height was determined by differential leveling
 KX1529.and adjusted by the National Geodetic Survey in June 1991..
 KX1529
 KX1529.The geoid height was determined by GEOID03.
 KX1529
 KX1529.The dynamic height is computed by dividing the NAVD 88
 KX1529.geopotential number by the normal gravity value computed on the
 KX1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1529.degrees latitude (g = 980.6199 gals.).
 KX1529
 KX1529.The modeled gravity was interpolated from observed gravity values.
 KX1529
 KX1529;                    North         East    Units  Estimated Accuracy
 KX1529;SPC PA S     -   152,620.      438,930.      MT  (+/- 180 meters Scaled)
 KX1529
 KX1529                          SUPERSEDED SURVEY CONTROL
 KX1529
 KX1529  NGVD 29 (??/??/92)  240.899  (m)          790.35   (f) ADJ UNCH    1 2
 KX1529
 KX1529.Superseded values are not recommended for survey control.
 KX1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1529.See file dsdata.txt to determine how the superseded data were derived.
 KX1529
 KX1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF135054(NAD 83)
 KX1529_MARKER: B = BOLT
 KX1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1529_STAMPING: 31 L USED
 KX1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1529+STABILITY: SURFACE MOTION
 KX1529
 KX1529  HISTORY     - Date     Condition        Report By
 KX1529  HISTORY     - UNK      MONUMENTED       DOD
 KX1529  HISTORY     - 1941     GOOD             NGS
 KX1529
 KX1529                          STATION DESCRIPTION
 KX1529
 KX1529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1529'0.7 MI NE FROM SCHENLEY.
 KX1529'0.7 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM SCHENLEY,
 KX1529'ARMSTRONG COUNTY, AT ALADDIN, 6.4 FEET RIVERWARD FROM THE CENTER
 KX1529'OF MILEPOST 30, 10.8 FEET NORTH OF THE NORTH CORNER OF A SIGNAL-LIGHT
 KX1529'BASE, 16.5 FEET RIVERWARD OF THE RIVER RAIL, AND ABOUT 1 FOOT
 KX1529'UNDER GROUND.  A COPPER BOLT, STAMPED 31 L USED AND SET IN THE TOP
 KX1529'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2498 ***********************************************************************
 KV2498  DESIGNATION -  31 PRR
 KV2498  PID         -  KV2498
 KV2498  STATE/COUNTY-  PA/CHESTER
 KV2498  USGS QUAD   -  DOWNINGTOWN (1983)
 KV2498
 KV2498                         *CURRENT SURVEY CONTROL
 KV2498  ___________________________________________________________________
 KV2498* NAD 83(1986)-  40 00 38.     (N)    075 39 02.     (W)     SCALED    
 KV2498* NAVD 88     -       103.308  (meters)     338.94   (feet)  ADJUSTED  
 KV2498  ___________________________________________________________________
 KV2498  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KV2498  DYNAMIC HT  -         103.258 (meters)     338.77  (feet)  COMP
 KV2498  MODELED GRAV-     980,133.1   (mgal)                       NAVD 88
 KV2498
 KV2498  VERT ORDER  -  SECOND    CLASS 0
 KV2498
 KV2498.The horizontal coordinates were scaled from a topographic map and have
 KV2498.an estimated accuracy of +/- 6 seconds.
 KV2498
 KV2498.The orthometric height was determined by differential leveling
 KV2498.and adjusted by the National Geodetic Survey in June 1991..
 KV2498
 KV2498.The geoid height was determined by GEOID03.
 KV2498
 KV2498.The dynamic height is computed by dividing the NAVD 88
 KV2498.geopotential number by the normal gravity value computed on the
 KV2498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2498.degrees latitude (g = 980.6199 gals.).
 KV2498
 KV2498.The modeled gravity was interpolated from observed gravity values.
 KV2498
 KV2498;                    North         East    Units  Estimated Accuracy
 KV2498;SPC PA S     -    77,330.      779,230.      MT  (+/- 180 meters Scaled)
 KV2498
 KV2498                          SUPERSEDED SURVEY CONTROL
 KV2498
 KV2498  NGVD 29 (??/??/??)  103.634  (m)          340.01   (f) ADJUSTED    2 0
 KV2498
 KV2498.Superseded values are not recommended for survey control.
 KV2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2498.See file dsdata.txt to determine how the superseded data were derived.
 KV2498
 KV2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK444291(NAD 83)
 KV2498_MARKER: Q = CHISELED SQUARE
 KV2498_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2498_SP_SET: BRIDGE ABUTMENT
 KV2498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2498
 KV2498  HISTORY     - Date     Condition        Report By
 KV2498  HISTORY     - UNK      MONUMENTED       PRR
 KV2498  HISTORY     - 1935     GOOD             CGS
 KV2498
 KV2498                          STATION DESCRIPTION
 KV2498
 KV2498'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV2498'3.4 MI NE FROM DOWNINGTOWN.
 KV2498'3.4 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE POST
 KV2498'OFFICE AT DOWNINGTOWN, CHESTER COUNTY, AT BRIDGE 29.06 OVER WHITES
 KV2498'ROAD, AND ON THE TOP OF THE SHELF OF THE SOUTH ABUTMENT.  A
 KV2498'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1675 ***********************************************************************
 KW1675  DESIGNATION -  31 PRR
 KW1675  PID         -  KW1675
 KW1675  STATE/COUNTY-  PA/MIFFLIN
 KW1675  USGS QUAD   -  ALFARATA (1978)
 KW1675
 KW1675                         *CURRENT SURVEY CONTROL
 KW1675  ___________________________________________________________________
 KW1675* NAD 83(1986)-  40 40 49.     (N)    077 22 48.     (W)     SCALED    
 KW1675* NAVD 88     -       210.977  (meters)     692.18   (feet)  ADJUSTED  
 KW1675  ___________________________________________________________________
 KW1675  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 KW1675  DYNAMIC HT  -         210.877 (meters)     691.85  (feet)  COMP
 KW1675  MODELED GRAV-     980,144.7   (mgal)                       NAVD 88
 KW1675
 KW1675  VERT ORDER  -  SECOND    CLASS 0
 KW1675
 KW1675.The horizontal coordinates were scaled from a topographic map and have
 KW1675.an estimated accuracy of +/- 6 seconds.
 KW1675
 KW1675.The orthometric height was determined by differential leveling
 KW1675.and adjusted by the National Geodetic Survey in June 1991..
 KW1675
 KW1675.The geoid height was determined by GEOID03.
 KW1675
 KW1675.The dynamic height is computed by dividing the NAVD 88
 KW1675.geopotential number by the normal gravity value computed on the
 KW1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1675.degrees latitude (g = 980.6199 gals.).
 KW1675
 KW1675.The modeled gravity was interpolated from observed gravity values.
 KW1675
 KW1675;                    North         East    Units  Estimated Accuracy
 KW1675;SPC PA S     -   149,630.      631,280.      MT  (+/- 180 meters Scaled)
 KW1675
 KW1675                          SUPERSEDED SURVEY CONTROL
 KW1675
 KW1675  NGVD 29 (??/??/??)  211.192  (m)          692.89   (f) ADJUSTED    2 0
 KW1675
 KW1675.Superseded values are not recommended for survey control.
 KW1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1675.See file dsdata.txt to determine how the superseded data were derived.
 KW1675
 KW1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL988059(NAD 83)
 KW1675_MARKER: B = BOLT
 KW1675_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1675_SP_SET: CULVERT
 KW1675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1675
 KW1675  HISTORY     - Date     Condition        Report By
 KW1675  HISTORY     - UNK      MONUMENTED       PRR
 KW1675  HISTORY     - 1934     GOOD             CGS
 KW1675  HISTORY     - 1957     MARK NOT FOUND   USGS
 KW1675  HISTORY     - 1966     GOOD             USGS
 KW1675
 KW1675                          STATION DESCRIPTION
 KW1675
 KW1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1675'0.6 MI E FROM WAGNER.
 KW1675'0.6 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM WAGNER, AT A
 KW1675'TWO-SPAN STONE CULVERT, IN THE TOP OF THE EAST END OF THE SOUTH
 KW1675'HEAD WALL, 15 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND 5.5
 KW1675'FEET LOWER THAN THE TOP OF THE RAIL.
 KW1675
 KW1675                          STATION RECOVERY (1957)
 KW1675
 KW1675'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 KW1675'MARK NOT FOUND.
 KW1675
 KW1675                          STATION RECOVERY (1966)
 KW1675
 KW1675'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KW1675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1371 ***********************************************************************
 KW1371  DESIGNATION -  31 PRR
 KW1371  PID         -  KW1371
 KW1371  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW1371  USGS QUAD   -  DALMATIA (1969)
 KW1371
 KW1371                         *CURRENT SURVEY CONTROL
 KW1371  ___________________________________________________________________
 KW1371* NAD 83(1986)-  40 38 31.     (N)    076 55 08.     (W)     SCALED    
 KW1371* NAVD 88     -       126.616  (meters)     415.41   (feet)  ADJUSTED  
 KW1371  ___________________________________________________________________
 KW1371  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KW1371  DYNAMIC HT  -         126.556 (meters)     415.21  (feet)  COMP
 KW1371  MODELED GRAV-     980,152.1   (mgal)                       NAVD 88
 KW1371
 KW1371  VERT ORDER  -  FIRST     CLASS II
 KW1371
 KW1371.The horizontal coordinates were scaled from a topographic map and have
 KW1371.an estimated accuracy of +/- 6 seconds.
 KW1371
 KW1371.The orthometric height was determined by differential leveling
 KW1371.and adjusted by the National Geodetic Survey in June 1991..
 KW1371
 KW1371.The geoid height was determined by GEOID03.
 KW1371
 KW1371.The dynamic height is computed by dividing the NAVD 88
 KW1371.geopotential number by the normal gravity value computed on the
 KW1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1371.degrees latitude (g = 980.6199 gals.).
 KW1371
 KW1371.The modeled gravity was interpolated from observed gravity values.
 KW1371
 KW1371;                    North         East    Units  Estimated Accuracy
 KW1371;SPC PA N     -    53,120.      670,310.      MT  (+/- 180 meters Scaled)
 KW1371
 KW1371                          SUPERSEDED SURVEY CONTROL
 KW1371
 KW1371  NGVD 29 (??/??/??)  126.845  (m)          416.16   (f) ADJUSTED    1 2
 KW1371
 KW1371.Superseded values are not recommended for survey control.
 KW1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1371.See file dsdata.txt to determine how the superseded data were derived.
 KW1371
 KW1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL377007(NAD 83)
 KW1371_MARKER: B = BOLT
 KW1371_SETTING: 66 = SET IN ROCK OUTCROP
 KW1371_SP_SET: ROCK OUTCROP
 KW1371_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW1371+STABILITY: POSITION/ELEVATION WELL
 KW1371
 KW1371  HISTORY     - Date     Condition        Report By
 KW1371  HISTORY     - UNK      MONUMENTED       PRR
 KW1371  HISTORY     - 1941     GOOD             CGS
 KW1371
 KW1371                          STATION DESCRIPTION
 KW1371
 KW1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1371'1.4 MI SW FROM DALMATIA.
 KW1371'6.3 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1371'STATION AT HERNDON, ABOUT 300 FEET SOUTHWEST OF MILEPOST 121,
 KW1371'7.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE NORTH-BOUND
 KW1371'TRACK, ABOUT 6 INCHES HIGHER THAN THE RAIL, AND IN A ROCK
 KW1371'OUTCROP.  A COPPER BOLT, MARKED BM 31.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1667 ***********************************************************************
 KW1667  DESIGNATION -  31 WA USGS
 KW1667  PID         -  KW1667
 KW1667  STATE/COUNTY-  PA/SNYDER
 KW1667  USGS QUAD   -  MC CLURE (1978)
 KW1667
 KW1667                         *CURRENT SURVEY CONTROL
 KW1667  ___________________________________________________________________
 KW1667* NAD 83(1986)-  40 43 23.     (N)    077 16 16.     (W)     SCALED    
 KW1667* NAVD 88     -       208.471  (meters)     683.96   (feet)  ADJUSTED  
 KW1667  ___________________________________________________________________
 KW1667  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KW1667  DYNAMIC HT  -         208.372 (meters)     683.63  (feet)  COMP
 KW1667  MODELED GRAV-     980,143.6   (mgal)                       NAVD 88
 KW1667
 KW1667  VERT ORDER  -  SECOND    CLASS 0
 KW1667
 KW1667.The horizontal coordinates were scaled from a topographic map and have
 KW1667.an estimated accuracy of +/- 6 seconds.
 KW1667
 KW1667.The orthometric height was determined by differential leveling
 KW1667.and adjusted by the National Geodetic Survey in June 1991..
 KW1667
 KW1667.The geoid height was determined by GEOID03.
 KW1667
 KW1667.The dynamic height is computed by dividing the NAVD 88
 KW1667.geopotential number by the normal gravity value computed on the
 KW1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1667.degrees latitude (g = 980.6199 gals.).
 KW1667
 KW1667.The modeled gravity was interpolated from observed gravity values.
 KW1667
 KW1667;                    North         East    Units  Estimated Accuracy
 KW1667;SPC PA S     -   154,420.      640,460.      MT  (+/- 180 meters Scaled)
 KW1667
 KW1667                          SUPERSEDED SURVEY CONTROL
 KW1667
 KW1667  NGVD 29 (??/??/??)  208.696  (m)          684.70   (f) ADJUSTED    2 0
 KW1667
 KW1667.Superseded values are not recommended for survey control.
 KW1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1667.See file dsdata.txt to determine how the superseded data were derived.
 KW1667
 KW1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL081104(NAD 83)
 KW1667_MARKER: DD = SURVEY DISK
 KW1667_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1667_SP_SET: ABUTMENT
 KW1667_STAMPING: PA 31 W A 1925
 KW1667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1667
 KW1667  HISTORY     - Date     Condition        Report By
 KW1667  HISTORY     - 1925     MONUMENTED       USGS
 KW1667  HISTORY     - 1934     GOOD             CGS
 KW1667
 KW1667                          STATION DESCRIPTION
 KW1667
 KW1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1667'470 FEET SW FROM RAUBS MILLS.
 KW1667'470 FEET SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1667'STATION AT RAUBS MILL, 655 FEET SOUTHWEST OF A ROAD CROSSING,
 KW1667'AT CONCRETE RAILROAD BRIDGE 19.57, IN THE TOP OF THE SOUTHEAST
 KW1667'CORNER OF THE EAST ABUTMENT, AND 18 INCHES LOWER THAN THE TOP
 KW1667'OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0910 ***********************************************************************
 KW0910  DESIGNATION -  311
 KW0910  PID         -  KW0910
 KW0910  STATE/COUNTY-  PA/DAUPHIN
 KW0910  USGS QUAD   -  MIDDLETOWN (1990)
 KW0910
 KW0910                         *CURRENT SURVEY CONTROL
 KW0910  ___________________________________________________________________
 KW0910* NAD 83(1986)-  40 11 27.     (N)    076 43 48.     (W)     SCALED    
 KW0910* NAVD 88     -        94.771  (meters)     310.93   (feet)  ADJUSTED  
 KW0910  ___________________________________________________________________
 KW0910  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 KW0910  DYNAMIC HT  -          94.721 (meters)     310.76  (feet)  COMP
 KW0910  MODELED GRAV-     980,103.8   (mgal)                       NAVD 88
 KW0910
 KW0910  VERT ORDER  -  FIRST     CLASS II
 KW0910
 KW0910.The horizontal coordinates were scaled from a topographic map and have
 KW0910.an estimated accuracy of +/- 6 seconds.
 KW0910
 KW0910.The orthometric height was determined by differential leveling
 KW0910.and adjusted by the National Geodetic Survey in June 1991..
 KW0910
 KW0910.The geoid height was determined by GEOID03.
 KW0910
 KW0910.The dynamic height is computed by dividing the NAVD 88
 KW0910.geopotential number by the normal gravity value computed on the
 KW0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0910.degrees latitude (g = 980.6199 gals.).
 KW0910
 KW0910.The modeled gravity was interpolated from observed gravity values.
 KW0910
 KW0910;                    North         East    Units  Estimated Accuracy
 KW0910;SPC PA S     -    95,710.      686,850.      MT  (+/- 180 meters Scaled)
 KW0910
 KW0910                          SUPERSEDED SURVEY CONTROL
 KW0910
 KW0910  NGVD 29 (??/??/??)   95.012  (m)          311.72   (f) ADJUSTED    1 2
 KW0910
 KW0910.Superseded values are not recommended for survey control.
 KW0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0910.See file dsdata.txt to determine how the superseded data were derived.
 KW0910
 KW0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK527503(NAD 83)
 KW0910_MARKER: DD = SURVEY DISK
 KW0910_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0910_SP_SET: BRIDGE
 KW0910_STAMPING: 311
 KW0910_MARK LOGO: USGS  
 KW0910_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KW0910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0910_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0910+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2005
 KW0910
 KW0910  HISTORY     - Date     Condition        Report By
 KW0910  HISTORY     - UNK      MONUMENTED       USGS
 KW0910  HISTORY     - 1942     GOOD             CGS
 KW0910  HISTORY     - 1950     GOOD             CGS
 KW0910  HISTORY     - 1979     POOR             NGS
 KW0910  HISTORY     - 20000428 GOOD             NGS
 KW0910  HISTORY     - 20050820 GOOD             GEOCAC
 KW0910
 KW0910                          STATION DESCRIPTION
 KW0910
 KW0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0910'AT MIDDLETOWN.
 KW0910'AT MIDDLETOWN, DAUPHIN COUNTY, ABOUT 0.1 MILE SOUTH ALONG THE
 KW0910'PENNSYLVANIA RAILROAD FROM THE STATION, AT THE LARGE ARCH
 KW0910'BRIDGE OVER SWATARA CREEK, IN THE COPING STONE AT THE SOUTH
 KW0910'END OF THE WEST WALL, 6.3 FEET WEST OF THE WEST RAIL, AND 2
 KW0910'FEET NORTHEAST OF THE SOUTHWEST GUARDRAIL POST.  A UNITED STATES
 KW0910'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 311.
 KW0910
 KW0910                          STATION RECOVERY (1950)
 KW0910
 KW0910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 KW0910'RECOVERED IN GOOD CONDITION.
 KW0910
 KW0910                          STATION RECOVERY (1979)
 KW0910
 KW0910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW0910'NOTE, DISC HAS BEEN DEFACED BUT NOT OTHERWISE DISTURBED.
 KW0910
 KW0910                          STATION RECOVERY (2000)
 KW0910
 KW0910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (EC)
 KW0910'AT MIDDLETOWN, DAUPHIN COUNTY, ABOUT 0.1 MILE (0.2 KM) SOUTH ALONG THE
 KW0910'PENNSYLVANIA RAILROAD FROM THE STATION, AT THE LARGE ARCH BRIDGE OVER
 KW0910'SWATARA CREEK, IN THE COPING STONE AT THE SOUTH END OF THE EAST WALL,
 KW0910'6.3 FEET (1.9 M) EAST OF THE EAST RAIL, AND 2 FEET (0.6 M) NORTHEAST
 KW0910'OF THE SOUTHEAST GUARDRAIL POST.
 KW0910
 KW0910                          STATION RECOVERY (2005)
 KW0910
 KW0910'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0910'N 40 11 28.0 W 076 43 48.9
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1573 ***********************************************************************
 KX1573  DESIGNATION -  312
 KX1573  PID         -  KX1573
 KX1573  STATE/COUNTY-  PA/ALLEGHENY
 KX1573  USGS QUAD   -  GLENSHAW (1993)
 KX1573
 KX1573                         *CURRENT SURVEY CONTROL
 KX1573  ___________________________________________________________________
 KX1573* NAD 83(1986)-  40 30 38.     (N)    079 56 55.     (W)     SCALED    
 KX1573* NAVD 88     -       230.734  (meters)     757.00   (feet)  POSTED    
 KX1573  ___________________________________________________________________
 KX1573  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KX1573  DYNAMIC HT  -         230.610 (meters)     756.59  (feet)  COMP
 KX1573  MODELED GRAV-     980,098.8   (mgal)                       NAVD 88
 KX1573
 KX1573  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KX1573
 KX1573.The horizontal coordinates were scaled from a topographic map and have
 KX1573.an estimated accuracy of +/- 6 seconds.
 KX1573
 KX1573.The orthometric height was determined by differential leveling
 KX1573.and adjusted by the National Geodetic Survey in 1992..
 KX1573.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KX1573.rate of 0.0 thru 1.0 mm/km.
 KX1573
 KX1573.The geoid height was determined by GEOID03.
 KX1573
 KX1573.The dynamic height is computed by dividing the NAVD 88
 KX1573.geopotential number by the normal gravity value computed on the
 KX1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1573.degrees latitude (g = 980.6199 gals.).
 KX1573
 KX1573.The modeled gravity was interpolated from observed gravity values.
 KX1573
 KX1573;                    North         East    Units  Estimated Accuracy
 KX1573;SPC PA S     -   133,030.      413,690.      MT  (+/- 180 meters Scaled)
 KX1573
 KX1573                          SUPERSEDED SURVEY CONTROL
 KX1573
 KX1573  NGVD 29 (??/??/92)  230.899  (m)          757.54   (f) ADJ UNCH    1 2
 KX1573
 KX1573.Superseded values are not recommended for survey control.
 KX1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1573.See file dsdata.txt to determine how the superseded data were derived.
 KX1573
 KX1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE890849(NAD 83)
 KX1573_MARKER: B = BOLT
 KX1573_SETTING: 66 = SET IN ROCK OUTCROP
 KX1573_SP_SET: ROCK LEDGE
 KX1573_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX1573+STABILITY: POSITION/ELEVATION WELL
 KX1573
 KX1573  HISTORY     - Date     Condition        Report By
 KX1573  HISTORY     - UNK      MONUMENTED       BORR
 KX1573  HISTORY     - 1954     GOOD             NGS
 KX1573
 KX1573                          STATION DESCRIPTION
 KX1573
 KX1573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KX1573'1.2 MI N FROM ETNA.
 KX1573'1.15 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KX1573'THE STATION AT ETNA, ABOUT 1.7 MILES SOUTH OF THE STATION AT
 KX1573'GLENSHAW, NEAR THE NORTHWEST END OF A RAILROAD TUNNEL, IN THE
 KX1573'TOP OF OUTCROPPING ROCK LEDGE OF A ROCK CUT, 8.1 FEET NORTHEAST
 KX1573'OF NORTHEAST RAIL OF NORTHEAST TRACK, 29.4 FEET NORTHWEST OF
 KX1573'NORTHWEST END OF TUNNEL AND 1 1/2 FEET ABOVE LEVEL OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0756 ***********************************************************************
 KW0756  DESIGNATION -  314 PRR
 KW0756  PID         -  KW0756
 KW0756  STATE/COUNTY-  PA/LANCASTER
 KW0756  USGS QUAD   -  LANCASTER (1995)
 KW0756
 KW0756                         *CURRENT SURVEY CONTROL
 KW0756  ___________________________________________________________________
 KW0756* NAD 83(1986)-  40 04 38.     (N)    076 21 01.     (W)     SCALED    
 KW0756* NAVD 88     -        95.668  (meters)     313.87   (feet)  ADJUSTED  
 KW0756  ___________________________________________________________________
 KW0756  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 KW0756  DYNAMIC HT  -          95.618 (meters)     313.71  (feet)  COMP
 KW0756  MODELED GRAV-     980,107.7   (mgal)                       NAVD 88
 KW0756
 KW0756  VERT ORDER  -  SECOND    CLASS 0
 KW0756
 KW0756.The horizontal coordinates were scaled from a topographic map and have
 KW0756.an estimated accuracy of +/- 6 seconds.
 KW0756
 KW0756.The orthometric height was determined by differential leveling
 KW0756.and adjusted by the National Geodetic Survey in June 1991..
 KW0756
 KW0756.The geoid height was determined by GEOID03.
 KW0756
 KW0756.The dynamic height is computed by dividing the NAVD 88
 KW0756.geopotential number by the normal gravity value computed on the
 KW0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0756.degrees latitude (g = 980.6199 gals.).
 KW0756
 KW0756.The modeled gravity was interpolated from observed gravity values.
 KW0756
 KW0756;                    North         East    Units  Estimated Accuracy
 KW0756;SPC PA S     -    83,540.      719,390.      MT  (+/- 180 meters Scaled)
 KW0756
 KW0756                          SUPERSEDED SURVEY CONTROL
 KW0756
 KW0756  NGVD 29 (??/??/??)   95.925  (m)          314.71   (f) ADJUSTED    2 0
 KW0756
 KW0756.Superseded values are not recommended for survey control.
 KW0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0756.See file dsdata.txt to determine how the superseded data were derived.
 KW0756
 KW0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK848372(NAD 83)
 KW0756_MARKER: Q = CHISELED SQUARE
 KW0756_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0756_SP_SET: BRIDGE
 KW0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0756
 KW0756  HISTORY     - Date     Condition        Report By
 KW0756  HISTORY     - UNK      MONUMENTED       PRR
 KW0756  HISTORY     - 1966     MARK NOT FOUND   CGS
 KW0756  HISTORY     - 20040518 MARK NOT FOUND   PADT
 KW0756
 KW0756                          STATION DESCRIPTION
 KW0756
 KW0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0756'2.9 MI NW FROM LANCASTER.
 KW0756'2.9 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW0756'STATION AT LANCASTER, LANCASTER COUNTY, AT BRIDGE 71.55, AND
 KW0756'ON THE TOP OF THE NORTHWEST CORNER OF THE TOP STONE OF THE
 KW0756'NORTHWEST WING WALL.  A CHISELED SQUARE.
 KW0756
 KW0756                          STATION RECOVERY (2004)
 KW0756
 KW0756'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (SMM)
 KW0756'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2495 ***********************************************************************
 KV2495  DESIGNATION -  31.57 PRR
 KV2495  PID         -  KV2495
 KV2495  STATE/COUNTY-  PA/CHESTER
 KV2495  USGS QUAD   -  DOWNINGTOWN (1983)
 KV2495
 KV2495                         *CURRENT SURVEY CONTROL
 KV2495  ___________________________________________________________________
 KV2495* NAD 83(1986)-  40 00 12.     (N)    075 41 39.     (W)     SCALED    
 KV2495* NAVD 88     -        81.942  (meters)     268.84   (feet)  ADJUSTED  
 KV2495  ___________________________________________________________________
 KV2495  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 KV2495  DYNAMIC HT  -          81.901 (meters)     268.70  (feet)  COMP
 KV2495  MODELED GRAV-     980,132.0   (mgal)                       NAVD 88
 KV2495
 KV2495  VERT ORDER  -  SECOND    CLASS 0
 KV2495
 KV2495.The horizontal coordinates were scaled from a topographic map and have
 KV2495.an estimated accuracy of +/- 6 seconds.
 KV2495
 KV2495.The orthometric height was determined by differential leveling
 KV2495.and adjusted by the National Geodetic Survey in June 1991..
 KV2495
 KV2495.The geoid height was determined by GEOID03.
 KV2495
 KV2495.The dynamic height is computed by dividing the NAVD 88
 KV2495.geopotential number by the normal gravity value computed on the
 KV2495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2495.degrees latitude (g = 980.6199 gals.).
 KV2495
 KV2495.The modeled gravity was interpolated from observed gravity values.
 KV2495
 KV2495;                    North         East    Units  Estimated Accuracy
 KV2495;SPC PA S     -    76,440.      775,530.      MT  (+/- 180 meters Scaled)
 KV2495
 KV2495                          SUPERSEDED SURVEY CONTROL
 KV2495
 KV2495  NGVD 29 (??/??/??)   82.272  (m)          269.92   (f) ADJUSTED    2 0
 KV2495
 KV2495.Superseded values are not recommended for survey control.
 KV2495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2495.See file dsdata.txt to determine how the superseded data were derived.
 KV2495
 KV2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK407283(NAD 83)
 KV2495_MARKER: X = CHISELED CROSS
 KV2495_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2495_SP_SET: OVERPASS FOOTING
 KV2495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2495
 KV2495  HISTORY     - Date     Condition        Report By
 KV2495  HISTORY     - UNK      MONUMENTED       PRR
 KV2495  HISTORY     - 1935     GOOD             CGS
 KV2495  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 KV2495
 KV2495                          STATION DESCRIPTION
 KV2495
 KV2495'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV2495'0.8 MI NE FROM DOWNINGTOWN.
 KV2495'0.8 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE POST
 KV2495'OFFICE AT DOWNINGTOWN, CHESTER COUNTY, AT THE SOUTH END OF
 KV2495'OVERPASS 31.57, AT THE NORTHWEST CORNER OF THE STEEL FOOTING, ON
 KV2495'THE TOP OF A BOLT, AND LEVEL WITH THE TRACK.  A CHISELED CROSS.
 KV2495
 KV2495                          STATION RECOVERY (2000)
 KV2495
 KV2495'RECOVERY NOTE BY US POWER SQUADRON 2000
 KV2495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0635 ***********************************************************************
 KW0635  DESIGNATION -  316 USGS
 KW0635  PID         -  KW0635
 KW0635  STATE/COUNTY-  PA/LANCASTER
 KW0635  USGS QUAD   -  EPHRATA (1992)
 KW0635
 KW0635                         *CURRENT SURVEY CONTROL
 KW0635  ___________________________________________________________________
 KW0635* NAD 83(1986)-  40 09 47.     (N)    076 14 09.     (W)     SCALED    
 KW0635* NAVD 88     -        96.300  (meters)     315.94   (feet)  ADJUSTED  
 KW0635  ___________________________________________________________________
 KW0635  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 KW0635  DYNAMIC HT  -          96.249 (meters)     315.78  (feet)  COMP
 KW0635  MODELED GRAV-     980,100.6   (mgal)                       NAVD 88
 KW0635
 KW0635  VERT ORDER  -  SECOND    CLASS 0
 KW0635
 KW0635.The horizontal coordinates were scaled from a topographic map and have
 KW0635.an estimated accuracy of +/- 6 seconds.
 KW0635
 KW0635.The orthometric height was determined by differential leveling
 KW0635.and adjusted by the National Geodetic Survey in June 1991..
 KW0635
 KW0635.The geoid height was determined by GEOID03.
 KW0635
 KW0635.The dynamic height is computed by dividing the NAVD 88
 KW0635.geopotential number by the normal gravity value computed on the
 KW0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0635.degrees latitude (g = 980.6199 gals.).
 KW0635
 KW0635.The modeled gravity was interpolated from observed gravity values.
 KW0635
 KW0635;                    North         East    Units  Estimated Accuracy
 KW0635;SPC PA S     -    93,230.      728,980.      MT  (+/- 180 meters Scaled)
 KW0635
 KW0635                          SUPERSEDED SURVEY CONTROL
 KW0635
 KW0635  NGVD 29 (??/??/??)   96.520  (m)          316.67   (f) ADJUSTED    2 0
 KW0635
 KW0635.Superseded values are not recommended for survey control.
 KW0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0635.See file dsdata.txt to determine how the superseded data were derived.
 KW0635
 KW0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK947465(NAD 83)
 KW0635_MARKER: DD = SURVEY DISK
 KW0635_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0635_SP_SET: DOOR SILL
 KW0635_STAMPING: 316 ADJ 1903
 KW0635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0635_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0635+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 KW0635
 KW0635  HISTORY     - Date     Condition        Report By
 KW0635  HISTORY     - 1903     MONUMENTED       USGS
 KW0635  HISTORY     - 1935     GOOD             CGS
 KW0635  HISTORY     - 20060128 GOOD             GEOCAC
 KW0635
 KW0635                          STATION DESCRIPTION
 KW0635
 KW0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0635'AT MILLWAY.
 KW0635'AT MILLWAY, LANCASTER COUNTY, ON THE READING CO. RAILWAY, ABOUT
 KW0635'0.2 MILE NORTH OF A ROAD CROSSING, AT AN OLD STONE MILL, AND IN
 KW0635'THE DOOR SILL OF THE WEST ENTRANCE.  A UNITED STATES GEOLOGICAL
 KW0635'SURVEY STANDARD DISK, STAMPED 316 ADJ. 1903 AND SET VERTICALLY.
 KW0635
 KW0635                          STATION RECOVERY (2006)
 KW0635
 KW0635'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0635'MILL IS ABANDONED AND DERELICT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1588 ***********************************************************************
 KX1588  DESIGNATION -  318 A
 KX1588  PID         -  KX1588
 KX1588  STATE/COUNTY-  PA/ALLEGHENY
 KX1588  USGS QUAD   -  GLENSHAW (1993)
 KX1588
 KX1588                         *CURRENT SURVEY CONTROL
 KX1588  ___________________________________________________________________
 KX1588* NAD 83(1986)-  40 35 01.     (N)    079 58 21.     (W)     SCALED    
 KX1588* NAVD 88     -       274.975  (meters)     902.15   (feet)  POSTED    
 KX1588  ___________________________________________________________________
 KX1588  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KX1588  DYNAMIC HT  -         274.830 (meters)     901.67  (feet)  COMP
 KX1588  MODELED GRAV-     980,100.3   (mgal)                       NAVD 88
 KX1588
 KX1588  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KX1588
 KX1588.The horizontal coordinates were scaled from a topographic map and have
 KX1588.an estimated accuracy of +/- 6 seconds.
 KX1588
 KX1588.The orthometric height was determined by differential leveling
 KX1588.and adjusted by the National Geodetic Survey in 1992..
 KX1588.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KX1588.rate of 0.0 thru 1.0 mm/km.
 KX1588
 KX1588.The geoid height was determined by GEOID03.
 KX1588
 KX1588.The dynamic height is computed by dividing the NAVD 88
 KX1588.geopotential number by the normal gravity value computed on the
 KX1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1588.degrees latitude (g = 980.6199 gals.).
 KX1588
 KX1588.The modeled gravity was interpolated from observed gravity values.
 KX1588
 KX1588;                    North         East    Units  Estimated Accuracy
 KX1588;SPC PA S     -   141,190.      411,870.      MT  (+/- 180 meters Scaled)
 KX1588
 KX1588                          SUPERSEDED SURVEY CONTROL
 KX1588
 KX1588  NGVD 29 (??/??/92)  275.128  (m)          902.65   (f) ADJ UNCH    2 0
 KX1588
 KX1588.Superseded values are not recommended for survey control.
 KX1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1588.See file dsdata.txt to determine how the superseded data were derived.
 KX1588
 KX1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE869930(NAD 83)
 KX1588_MARKER: B = BOLT
 KX1588_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1588_SP_SET: BRIDGE
 KX1588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1588
 KX1588  HISTORY     - Date     Condition        Report By
 KX1588  HISTORY     - UNK      MONUMENTED       BORR
 KX1588  HISTORY     - 1954     GOOD             NGS
 KX1588
 KX1588                          STATION DESCRIPTION
 KX1588
 KX1588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KX1588'3.2 MI NW FROM ALLISON PARK.
 KX1588'3.25 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KX1588'THE STATION AT ALLISON PARK, ABOUT 0.6 MILE NORTHWEST OF BLACK
 KX1588'TOP ROAD CROSSING AT BRYANT, IN THE TOP OF THE EAST END OF
 KX1588'NORTH ABUTMENT OF RAILROAD BRIDGE NO. 327, IN STONE PART OF
 KX1588'ABUTMENT, 14 FEET EAST OF EAST RAIL OF EAST TRACK, 0.8 FOOT
 KX1588'NORTH OF SOUTH EDGE OF ABUTMENT, 0.8 FOOT WEST OF EAST END OF
 KX1588'ABUTMENT AND ABOUT 7 FEET BELOW LEVEL OF TRACKS.  NOTE-- THE
 KX1588'BOLT APPEARS TO HAVE BEEN BEAT DOWN BUT IS STILL SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1454 ***********************************************************************
 KV1454  DESIGNATION -  319 USGS
 KV1454  PID         -  KV1454
 KV1454  STATE/COUNTY-  PA/NORTHAMPTON
 KV1454  USGS QUAD   -  EASTON (1994)
 KV1454
 KV1454                         *CURRENT SURVEY CONTROL
 KV1454  ___________________________________________________________________
 KV1454* NAD 83(1986)-  40 44 22.     (N)    075 14 53.     (W)     SCALED    
 KV1454* NAVD 88     -        97.135  (meters)     318.68   (feet)  ADJUSTED  
 KV1454  ___________________________________________________________________
 KV1454  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KV1454  DYNAMIC HT  -          97.089 (meters)     318.53  (feet)  COMP
 KV1454  MODELED GRAV-     980,153.4   (mgal)                       NAVD 88
 KV1454
 KV1454  VERT ORDER  -  FIRST     CLASS II
 KV1454
 KV1454.The horizontal coordinates were scaled from a topographic map and have
 KV1454.an estimated accuracy of +/- 6 seconds.
 KV1454
 KV1454.The orthometric height was determined by differential leveling
 KV1454.and adjusted by the National Geodetic Survey in June 1991..
 KV1454
 KV1454.The geoid height was determined by GEOID03.
 KV1454
 KV1454.The dynamic height is computed by dividing the NAVD 88
 KV1454.geopotential number by the normal gravity value computed on the
 KV1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1454.degrees latitude (g = 980.6199 gals.).
 KV1454
 KV1454.The modeled gravity was interpolated from observed gravity values.
 KV1454
 KV1454;                    North         East    Units  Estimated Accuracy
 KV1454;SPC PA S     -   159,120.      811,290.      MT  (+/- 180 meters Scaled)
 KV1454
 KV1454                          SUPERSEDED SURVEY CONTROL
 KV1454
 KV1454  NGVD 29 (??/??/??)   97.343  (m)          319.37   (f) ADJUSTED    1 2
 KV1454
 KV1454.Superseded values are not recommended for survey control.
 KV1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1454.See file dsdata.txt to determine how the superseded data were derived.
 KV1454
 KV1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL790098(NAD 83)
 KV1454_MARKER: DD = SURVEY DISK
 KV1454_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1454_SP_SET: BRIDGE
 KV1454_STAMPING: 319
 KV1454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1454
 KV1454  HISTORY     - Date     Condition        Report By
 KV1454  HISTORY     - 1932     MONUMENTED       USGS
 KV1454  HISTORY     - 1932     GOOD             CGS
 KV1454  HISTORY     - 1943     GOOD             CGS
 KV1454  HISTORY     - 19941130 MARK NOT FOUND   USPSQD
 KV1454  HISTORY     - 20021117 MARK NOT FOUND   USPSQD
 KV1454
 KV1454                          STATION DESCRIPTION
 KV1454
 KV1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1454'AT TATAMY.
 KV1454'AT TATAMY, NORTHAMPTON COUNTY, ON THE LEHIGH VALLEY RAILROAD, 300
 KV1454'YARDS SOUTH OF MILEPOST 86, AT THE TATAMY WELDING CO. BUILDING,
 KV1454'AT BRIDGE EA 85 B, IN THE TOP OF THE SOUTHEAST END OF THE
 KV1454'SOUTHEAST WING WALL, AND DIRECTLY BELOW THE PAINTED NUMBERS
 KV1454'319.3.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 KV1454'319.
 KV1454
 KV1454                          STATION RECOVERY (1943)
 KV1454
 KV1454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 KV1454'RECOVERED IN GOOD CONDITION.
 KV1454
 KV1454                          STATION RECOVERY (1994)
 KV1454
 KV1454'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1454'MARK NOT FOUND.
 KV1454
 KV1454                          STATION RECOVERY (2002)
 KV1454
 KV1454'RECOVERY NOTE BY US POWER SQUADRON 2002 (CJK)
 KV1454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1821 ***********************************************************************
 KW1821  DESIGNATION -  31.97 PRR
 KW1821  PID         -  KW1821
 KW1821  STATE/COUNTY-  PA/CUMBERLAND
 KW1821  USGS QUAD   -  NEWVILLE (1975)
 KW1821
 KW1821                         *CURRENT SURVEY CONTROL
 KW1821  ___________________________________________________________________
 KW1821* NAD 83(1986)-  40 08 57.     (N)    077 25 32.     (W)     SCALED    
 KW1821* NAVD 88     -       173.69   (+/-2cm)     569.8    (feet)  VERTCON   
 KW1821  ___________________________________________________________________
 KW1821  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KW1821
 KW1821  VERT ORDER  -  ? (See Below)
 KW1821
 KW1821.The horizontal coordinates were scaled from a topographic map and have
 KW1821.an estimated accuracy of +/- 6 seconds.
 KW1821
 KW1821.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW1821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW1821.The vertical order pertains to the NGVD 29 superseded value.
 KW1821
 KW1821.The geoid height was determined by GEOID03.
 KW1821
 KW1821;                    North         East    Units  Estimated Accuracy
 KW1821;SPC PA S     -    90,640.      627,640.      MT  (+/- 180 meters Scaled)
 KW1821
 KW1821                          SUPERSEDED SURVEY CONTROL
 KW1821
 KW1821  NGVD 29 (??/??/??)  173.901  (m)          570.54   (f) ADJUSTED    ?  
 KW1821
 KW1821.Superseded values are not recommended for survey control.
 KW1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1821.See file dsdata.txt to determine how the superseded data were derived.
 KW1821
 KW1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK933471(NAD 83)
 KW1821_MARKER: B = BOLT
 KW1821_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1821_SP_SET: CULVERT
 KW1821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1821
 KW1821  HISTORY     - Date     Condition        Report By
 KW1821  HISTORY     - UNK      MONUMENTED       PRR
 KW1821  HISTORY     - 1934     GOOD             CGS
 KW1821
 KW1821                          STATION DESCRIPTION
 KW1821
 KW1821'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1821'1.2 MI NE FROM NEWVILLE.
 KW1821'1.4 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1821'STATION AT NEWVILLE, CUMBERLAND COUNTY, 11-1/2 POLES EAST OF
 KW1821'A ROAD CROSSING, AT A LARGE BRICK FARMHOUSE, AT CULVERT 31.97,
 KW1821'AND IN THE TOP OF THE SOUTH WALL.  A BRASS BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0307 ***********************************************************************
 MA0307  DESIGNATION -  32
 MA0307  PID         -  MA0307
 MA0307  STATE/COUNTY-  PA/CAMERON
 MA0307  USGS QUAD   -  DRIFTWOOD (1988)
 MA0307
 MA0307                         *CURRENT SURVEY CONTROL
 MA0307  ___________________________________________________________________
 MA0307* NAD 83(1986)-  41 21 49.     (N)    078 08 37.     (W)     SCALED    
 MA0307* NAVD 88     -       257.551  (meters)     844.98   (feet)  ADJUSTED  
 MA0307  ___________________________________________________________________
 MA0307  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 MA0307  DYNAMIC HT  -         257.436 (meters)     844.60  (feet)  COMP
 MA0307  MODELED GRAV-     980,169.3   (mgal)                       NAVD 88
 MA0307
 MA0307  VERT ORDER  -  SECOND    CLASS 0
 MA0307
 MA0307.The horizontal coordinates were scaled from a topographic map and have
 MA0307.an estimated accuracy of +/- 6 seconds.
 MA0307
 MA0307.The orthometric height was determined by differential leveling
 MA0307.and adjusted by the National Geodetic Survey in June 1991..
 MA0307
 MA0307.The geoid height was determined by GEOID03.
 MA0307
 MA0307.The dynamic height is computed by dividing the NAVD 88
 MA0307.geopotential number by the normal gravity value computed on the
 MA0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0307.degrees latitude (g = 980.6199 gals.).
 MA0307
 MA0307.The modeled gravity was interpolated from observed gravity values.
 MA0307
 MA0307;                    North         East    Units  Estimated Accuracy
 MA0307;SPC PA N     -   133,000.      567,070.      MT  (+/- 180 meters Scaled)
 MA0307
 MA0307                          SUPERSEDED SURVEY CONTROL
 MA0307
 MA0307  NGVD 29 (??/??/92)  257.718  (m)          845.53   (f) ADJ UNCH    2 0
 MA0307
 MA0307.Superseded values are not recommended for survey control.
 MA0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0307.See file dsdata.txt to determine how the superseded data were derived.
 MA0307
 MA0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF389830(NAD 83)
 MA0307_MARKER: Q = CHISELED SQUARE
 MA0307_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0307_SP_SET: BRIDGE
 MA0307_STAMPING: BM 32
 MA0307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0307
 MA0307  HISTORY     - Date     Condition        Report By
 MA0307  HISTORY     - UNK      MONUMENTED       PRR
 MA0307  HISTORY     - 1934     GOOD             NGS
 MA0307
 MA0307                          STATION DESCRIPTION
 MA0307
 MA0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0307'2.8 MI W FROM DRIFTWOOD.
 MA0307'2.8 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM DRIFTWOOD,
 MA0307'CAMERON COUNTY, ABOUT 0.5 MILE EAST OF HUNTLEY, AT BRIDGE 165.16,
 MA0307'ON THE TOP OF THE SOUTHWEST STONE WING WALL, 12 FEET SOUTH OF
 MA0307'THE CENTER LINE OF THE EAST-BOUND TRACK AND ABOUT 1-1/2 FEET
 MA0307'LOWER THAN THE TOP OF THE RAIL.  A CHISELED SQUARE, MARKED B M 32.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1013 ***********************************************************************
 MA1013  DESIGNATION -  32
 MA1013  PID         -  MA1013
 MA1013  STATE/COUNTY-  PA/CLARION
 MA1013  USGS QUAD   -  SUMMERVILLE (1969)
 MA1013
 MA1013                         *CURRENT SURVEY CONTROL
 MA1013  ___________________________________________________________________
 MA1013* NAD 83(1986)-  41 02 30.     (N)    079 14 16.     (W)     SCALED    
 MA1013* NAVD 88     -       337.250  (meters)    1106.46   (feet)  ADJUSTED  
 MA1013  ___________________________________________________________________
 MA1013  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 MA1013  DYNAMIC HT  -         337.088 (meters)    1105.93  (feet)  COMP
 MA1013  MODELED GRAV-     980,133.3   (mgal)                       NAVD 88
 MA1013
 MA1013  VERT ORDER  -  SECOND    CLASS 0
 MA1013
 MA1013.The horizontal coordinates were scaled from a topographic map and have
 MA1013.an estimated accuracy of +/- 6 seconds.
 MA1013
 MA1013.The orthometric height was determined by differential leveling
 MA1013.and adjusted by the National Geodetic Survey in June 1991..
 MA1013
 MA1013.The geoid height was determined by GEOID03.
 MA1013
 MA1013.The dynamic height is computed by dividing the NAVD 88
 MA1013.geopotential number by the normal gravity value computed on the
 MA1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1013.degrees latitude (g = 980.6199 gals.).
 MA1013
 MA1013.The modeled gravity was interpolated from observed gravity values.
 MA1013
 MA1013;                    North         East    Units  Estimated Accuracy
 MA1013;SPC PA N     -    98,250.      474,910.      MT  (+/- 180 meters Scaled)
 MA1013
 MA1013                          SUPERSEDED SURVEY CONTROL
 MA1013
 MA1013  NGVD 29 (??/??/92)  337.420  (m)         1107.02   (f) ADJ UNCH    2 0
 MA1013
 MA1013.Superseded values are not recommended for survey control.
 MA1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1013.See file dsdata.txt to determine how the superseded data were derived.
 MA1013
 MA1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF481448(NAD 83)
 MA1013_MARKER: Q = CHISELED SQUARE
 MA1013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1013_SP_SET: BRIDGE WALL
 MA1013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1013
 MA1013  HISTORY     - Date     Condition        Report By
 MA1013  HISTORY     - UNK      MONUMENTED       PRR
 MA1013  HISTORY     - 1935     GOOD             NGS
 MA1013
 MA1013                          STATION DESCRIPTION
 MA1013
 MA1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1013'1 MI E FROM MAYPORT.
 MA1013'ABOUT 1.0 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA1013'STATION AT MAYPORT, CLARION COUNTY, AT 25-FOOT SPAN MASONRY
 MA1013'ARCH BRIDGE 26.47, ON THE TOP OF THE WEST PARAPET WALL, 10 FEET
 MA1013'NORTH OF THE SOUTH END, 30 FEET WEST OF THE CENTER LINE OF THE
 MA1013'TRACK, AND ABOUT 7 FEET LOWER THAN THE TOP OF THE RAIL.  A
 MA1013'CHISELED SQUARE, MARKED B.M. 32.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1373 ***********************************************************************
 KW1373  DESIGNATION -  32 A PRR
 KW1373  PID         -  KW1373
 KW1373  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW1373  USGS QUAD   -  DALMATIA (1969)
 KW1373
 KW1373                         *CURRENT SURVEY CONTROL
 KW1373  ___________________________________________________________________
 KW1373* NAD 83(1986)-  40 39 24.     (N)    076 54 01.     (W)     SCALED    
 KW1373* NAVD 88     -       126.369  (meters)     414.60   (feet)  ADJUSTED  
 KW1373  ___________________________________________________________________
 KW1373  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 KW1373  DYNAMIC HT  -         126.310 (meters)     414.40  (feet)  COMP
 KW1373  MODELED GRAV-     980,153.9   (mgal)                       NAVD 88
 KW1373
 KW1373  VERT ORDER  -  FIRST     CLASS II
 KW1373
 KW1373.The horizontal coordinates were scaled from a topographic map and have
 KW1373.an estimated accuracy of +/- 6 seconds.
 KW1373
 KW1373.The orthometric height was determined by differential leveling
 KW1373.and adjusted by the National Geodetic Survey in June 1991..
 KW1373
 KW1373.The geoid height was determined by GEOID03.
 KW1373
 KW1373.The dynamic height is computed by dividing the NAVD 88
 KW1373.geopotential number by the normal gravity value computed on the
 KW1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1373.degrees latitude (g = 980.6199 gals.).
 KW1373
 KW1373.The modeled gravity was interpolated from observed gravity values.
 KW1373
 KW1373;                    North         East    Units  Estimated Accuracy
 KW1373;SPC PA N     -    54,770.      671,860.      MT  (+/- 180 meters Scaled)
 KW1373
 KW1373                          SUPERSEDED SURVEY CONTROL
 KW1373
 KW1373  NGVD 29 (??/??/??)  126.598  (m)          415.35   (f) ADJUSTED    1 2
 KW1373
 KW1373.Superseded values are not recommended for survey control.
 KW1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1373.See file dsdata.txt to determine how the superseded data were derived.
 KW1373
 KW1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL393023(NAD 83)
 KW1373_MARKER: Q = CHISELED SQUARE
 KW1373_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1373_SP_SET: BRIDGE
 KW1373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1373
 KW1373  HISTORY     - Date     Condition        Report By
 KW1373  HISTORY     - UNK      MONUMENTED       PRR
 KW1373  HISTORY     - 1941     GOOD             CGS
 KW1373  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KW1373  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW1373
 KW1373                          STATION DESCRIPTION
 KW1373
 KW1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1373'IN DALMATIA.
 KW1373'4.9 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1373'STATION AT HERNDON, AT DALMATIA, 307 FEET NORTH OF THE CENTER
 KW1373'OF THE TICKET-OFFICE WINDOW, AT A STONE ARCH BRIDGE, ON THE
 KW1373'CENTER OF THE TOP OF THE WEST HEADWALL, AND 18.6 FEET SOUTH OF
 KW1373'THE NORTH END OF THE WALL.  AN OUTLINED SQUARE, MARKED BM 32 A.
 KW1373
 KW1373                          STATION RECOVERY (1987)
 KW1373
 KW1373'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 KW1373'MARK NOT FOUND.
 KW1373
 KW1373                          STATION RECOVERY (1989)
 KW1373
 KW1373'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1240 ***********************************************************************
 JW1240  DESIGNATION -  3213 RESET USGS 1975
 JW1240  PID         -  JW1240
 JW1240  STATE/COUNTY-  PA/SOMERSET
 JW1240  USGS QUAD   -  MARKLETON (1973)
 JW1240
 JW1240                         *CURRENT SURVEY CONTROL
 JW1240  ___________________________________________________________________
 JW1240* NAD 83(1992)-  39 47 09.56109(N)    079 10 36.34846(W)     ADJUSTED  
 JW1240* NAVD 88     -       979.38   (+/-2cm)    3213.2    (feet)  VERTCON   
 JW1240  ___________________________________________________________________
 JW1240  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 JW1240  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 JW1240
 JW1240  HORZ ORDER  -  SECOND
 JW1240  VERT ORDER  -  THIRD ? (See Below)
 JW1240
 JW1240.The horizontal coordinates were established by classical geodetic methods
 JW1240.and adjusted by the National Geodetic Survey in June 2002..
 JW1240.No horizontal observational check was made to the station.
 JW1240
 JW1240.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1240.The vertical order pertains to the NGVD 29 superseded value.
 JW1240
 JW1240.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1240
 JW1240.The geoid height was determined by GEOID03.
 JW1240
 JW1240;                    North         East     Units Scale Factor Converg.
 JW1240;SPC PA S     -    51,248.045   477,785.765   MT  1.00002631   -0 55 32.4
 JW1240;SPC PA S     -   168,136.29  1,567,535.46   sFT  1.00002631   -0 55 32.4
 JW1240;UTM  17      - 4,405,594.408   656,120.516   MT  0.99990007   +1 10 01.1
 JW1240
 JW1240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1240!SPC PA S     -   0.99985132  x   1.00002631  =   0.99987763
 JW1240!UTM  17      -   0.99985132  x   0.99990007  =   0.99975141
 JW1240
 JW1240                          SUPERSEDED SURVEY CONTROL
 JW1240
 JW1240  NAD 83(1995)-  39 47 09.56127(N)    079 10 36.34856(W) AD(       ) 2
 JW1240  NAD 83(1991)-  39 47 09.56299(N)    079 10 36.35502(W) AD(       ) 2
 JW1240  NAD 83(1986)-  39 47 09.56704(N)    079 10 36.35510(W) AD(       ) 2
 JW1240  NAD 27      -  39 47 09.27778(N)    079 10 37.25161(W) AD(       ) 2
 JW1240  NGVD 29 (07/19/86)  979.47   (m)         3213.5    (f) LEVELING    3  
 JW1240
 JW1240.Superseded values are not recommended for survey control.
 JW1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1240.See file dsdata.txt to determine how the superseded data were derived.
 JW1240
 JW1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE5612105594(NAD 83)
 JW1240_MARKER: DD = SURVEY DISK
 JW1240_SETTING: 80 = SET IN A BOULDER
 JW1240_SP_SET: SET IN DRILL HOLE IN A BOULDER
 JW1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1240+STABILITY: SURFACE MOTION
 JW1240
 JW1240  HISTORY     - Date     Condition        Report By
 JW1240  HISTORY     - 1975     MONUMENTED       USGS
 JW1240
 JW1240                          STATION DESCRIPTION
 JW1240
 JW1240'DESCRIBED BY US GEOLOGICAL SURVEY 1975 (LBG)
 JW1240'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 219 AND
 JW1240'STATE HIGHWAY 669 IN SALISBURY, GO WEST ON HIGHWAY 669 FOR 0.7
 JW1240'MILE TO A T-ROAD WHERE HIGHWAY 669 TURNS LEFT.  TURN RIGHT AND
 JW1240'GO NORTH AND NORTHWEST ON A PAVED ROAD FOR 1.7 MILES TO A SIDE
 JW1240'ROAD LEFT AT THE VILLAGE OF SAINT PAUL.  TURN LEFT AND GO
 JW1240'WESTERLY ON A PAVED ROAD FOR 4.0 MILES TO THE SALISBURY ATT
 JW1240'MICROWAVE AND NORTH WOLF ROCK ROAD ON THE RIGHT.  CONTINUE
 JW1240'WESTERLY FOR 0.4 MILE TO A SIDE ROAD LEFT, SOUTH WOLF ROCK
 JW1240'ROAD.  TURN LEFT AND GO SOUTHERLY ON PAVED ROAD FOR 0.6 MILE TO
 JW1240'A FORK.  KEEP LEFT AND GO EASTERLY ON A PAVED ROAD FOR 0.2 MILE
 JW1240'TO A FORK, WHICH FORMS A CIRCLE DRIVE AROUND AN OBSERVATION
 JW1240'TOWER.  KEEP RIGHT FOR 150 FEET TO THE STATION ON THE LEFT.
 JW1240'
 JW1240'3213 RESET USGS 1975 IS A BRONZE TRIANGULATION STATION DISK OF
 JW1240'THE U.S. GEOLOGICAL SURVEY, STAMPED---3213 RESET 1952---, CEMENTED
 JW1240'IN A DRILL HOLE IN A LARGE POINTED BOULDER, THAT PROJECTS 8 FEET
 JW1240'ABOVE THE GROUND.  IT IS 72.5 FEET NORTHWEST OF THE WELL PIPE,
 JW1240'65.0 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE FOUNDATION,
 JW1240'49.8 FEET EAST OF THE SOUTHEAST LEG OF THE OBSERVATION TOWER AND
 JW1240'ABOUT 6 FEET HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1427 ***********************************************************************
 KV1427  DESIGNATION -  321=PORTLAND PHD
 KV1427  PID         -  KV1427
 KV1427  STATE/COUNTY-  PA/NORTHAMPTON
 KV1427  USGS QUAD   -  PORTLAND (1997)
 KV1427
 KV1427                         *CURRENT SURVEY CONTROL
 KV1427  ___________________________________________________________________
 KV1427* NAD 83(1986)-  40 55 24.     (N)    075 05 52.     (W)     SCALED    
 KV1427* NAVD 88     -        97.686  (meters)     320.49   (feet)  ADJUSTED  
 KV1427  ___________________________________________________________________
 KV1427  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 KV1427  DYNAMIC HT  -          97.642 (meters)     320.35  (feet)  COMP
 KV1427  MODELED GRAV-     980,175.2   (mgal)                       NAVD 88
 KV1427
 KV1427  VERT ORDER  -  FIRST     CLASS II
 KV1427
 KV1427.The horizontal coordinates were scaled from a topographic map and have
 KV1427.an estimated accuracy of +/- 6 seconds.
 KV1427
 KV1427.The orthometric height was determined by differential leveling
 KV1427.and adjusted by the National Geodetic Survey in June 1991..
 KV1427
 KV1427.The geoid height was determined by GEOID03.
 KV1427
 KV1427.The dynamic height is computed by dividing the NAVD 88
 KV1427.geopotential number by the normal gravity value computed on the
 KV1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1427.degrees latitude (g = 980.6199 gals.).
 KV1427
 KV1427.The modeled gravity was interpolated from observed gravity values.
 KV1427
 KV1427;                    North         East    Units  Estimated Accuracy
 KV1427;SPC PA S     -   179,910.      823,370.      MT  (+/- 180 meters Scaled)
 KV1427
 KV1427                          SUPERSEDED SURVEY CONTROL
 KV1427
 KV1427  NGVD 29 (??/??/??)   97.876  (m)          321.11   (f) ADJUSTED    1 2
 KV1427
 KV1427.Superseded values are not recommended for survey control.
 KV1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1427.See file dsdata.txt to determine how the superseded data were derived.
 KV1427
 KV1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL917302(NAD 83)
 KV1427_MARKER: Z = SEE DESCRIPTION
 KV1427_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1427_SP_SET: FIRE PLUG
 KV1427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1427
 KV1427  HISTORY     - Date     Condition        Report By
 KV1427  HISTORY     - 1932     MONUMENTED       PADH
 KV1427  HISTORY     - 1956     SEE DESCRIPTION  CGS
 KV1427
 KV1427                          STATION DESCRIPTION
 KV1427
 KV1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1427'AT PORTLAND.
 KV1427'AT PORTLAND, ABOUT 0.1 MILE NORTHWEST ALONG A PAVED STREET
 KV1427'FROM THE RAILROAD STATION, ON THE SOUTH SLOPE OF A HILL, ABOUT
 KV1427'350 FEET SOUTH OF THE LARGE LEHIGH AND NEW ENGLAND BRIDGE OVER
 KV1427'THE DELAWARE, LACKAWANNA AND WESTERN RR AND THE DELAWARE RIVER,
 KV1427'12 FEET NORTH OF THE CENTER LINE OF AN ALLEY, 10 FEET WEST OF
 KV1427'THE CENTER LINE OF STREET, THE TOP OF A FIRE PLUG.  NOTE-- THE
 KV1427'TOP OF THE FIRE PLUG CAN BE SCREWED UP OR DOWN SO THE VALUE OF
 KV1427'THIS MARK IS DOUBTFUL.  USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0636 ***********************************************************************
 KW0636  DESIGNATION -  329 RDGRR
 KW0636  PID         -  KW0636
 KW0636  STATE/COUNTY-  PA/LANCASTER
 KW0636  USGS QUAD   -  EPHRATA (1992)
 KW0636
 KW0636                         *CURRENT SURVEY CONTROL
 KW0636  ___________________________________________________________________
 KW0636* NAD 83(1986)-  40 09 28.     (N)    076 13 41.     (W)     SCALED    
 KW0636* NAVD 88     -       100.155  (meters)     328.59   (feet)  POSTED    
 KW0636  ___________________________________________________________________
 KW0636  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 KW0636  DYNAMIC HT  -         100.100 (meters)     328.41  (feet)  COMP
 KW0636  MODELED GRAV-     980,101.5   (mgal)                       NAVD 88
 KW0636
 KW0636  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 KW0636
 KW0636.The horizontal coordinates were scaled from a topographic map and have
 KW0636.an estimated accuracy of +/- 6 seconds.
 KW0636
 KW0636.The orthometric height was determined by differential leveling
 KW0636.and adjusted by the National Geodetic Survey in 1992..
 KW0636.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 KW0636.rate of 3.1 thru 4.0 mm/km.
 KW0636
 KW0636.The geoid height was determined by GEOID03.
 KW0636
 KW0636.The dynamic height is computed by dividing the NAVD 88
 KW0636.geopotential number by the normal gravity value computed on the
 KW0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0636.degrees latitude (g = 980.6199 gals.).
 KW0636
 KW0636.The modeled gravity was interpolated from observed gravity values.
 KW0636
 KW0636;                    North         East    Units  Estimated Accuracy
 KW0636;SPC PA S     -    92,660.      729,660.      MT  (+/- 180 meters Scaled)
 KW0636
 KW0636                          SUPERSEDED SURVEY CONTROL
 KW0636
 KW0636  NGVD 29 (??/??/??)  100.380  (m)          329.33   (f) ADJUSTED    2 0
 KW0636
 KW0636.Superseded values are not recommended for survey control.
 KW0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0636.See file dsdata.txt to determine how the superseded data were derived.
 KW0636
 KW0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK954459(NAD 83)
 KW0636_MARKER: O = CHISELED CIRCLE
 KW0636_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0636_SP_SET: FOOTING
 KW0636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0636
 KW0636  HISTORY     - Date     Condition        Report By
 KW0636  HISTORY     - UNK      MONUMENTED       RDGRR
 KW0636  HISTORY     - 1935     GOOD             CGS
 KW0636
 KW0636                          STATION DESCRIPTION
 KW0636
 KW0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0636'AT MILLWAY.
 KW0636'AT MILLWAY, LANCASTER COUNTY, ON THE READING CO. RAILWAY, NEAR A
 KW0636'BRIDGE, AT A PIPE-LINE TANK STATION, AT A WATER TANK, AND ON
 KW0636'THE TOP OF THE EAST ONE OF THE TWO SOUTH FOOTINGS.  A CHISELED
 KW0636'CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1820 ***********************************************************************
 KW1820  DESIGNATION -  32.95 PRR
 KW1820  PID         -  KW1820
 KW1820  STATE/COUNTY-  PA/CUMBERLAND
 KW1820  USGS QUAD   -  NEWVILLE (1975)
 KW1820
 KW1820                         *CURRENT SURVEY CONTROL
 KW1820  ___________________________________________________________________
 KW1820* NAD 83(1986)-  40 08 25.     (N)    077 26 31.     (W)     SCALED    
 KW1820* NAVD 88     -       169.422  (meters)     555.85   (feet)  ADJUSTED  
 KW1820  ___________________________________________________________________
 KW1820  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 KW1820  DYNAMIC HT  -         169.330 (meters)     555.54  (feet)  COMP
 KW1820  MODELED GRAV-     980,082.7   (mgal)                       NAVD 88
 KW1820
 KW1820  VERT ORDER  -  FIRST     CLASS II
 KW1820
 KW1820.The horizontal coordinates were scaled from a topographic map and have
 KW1820.an estimated accuracy of +/- 6 seconds.
 KW1820
 KW1820.The orthometric height was determined by differential leveling
 KW1820.and adjusted by the National Geodetic Survey in June 1991..
 KW1820
 KW1820.The geoid height was determined by GEOID03.
 KW1820
 KW1820.The dynamic height is computed by dividing the NAVD 88
 KW1820.geopotential number by the normal gravity value computed on the
 KW1820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1820.degrees latitude (g = 980.6199 gals.).
 KW1820
 KW1820.The modeled gravity was interpolated from observed gravity values.
 KW1820
 KW1820;                    North         East    Units  Estimated Accuracy
 KW1820;SPC PA S     -    89,640.      626,250.      MT  (+/- 180 meters Scaled)
 KW1820
 KW1820                          SUPERSEDED SURVEY CONTROL
 KW1820
 KW1820  NGVD 29 (??/??/??)  169.629  (m)          556.52   (f) ADJUSTED    1 2
 KW1820
 KW1820.Superseded values are not recommended for survey control.
 KW1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1820.See file dsdata.txt to determine how the superseded data were derived.
 KW1820
 KW1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK919461(NAD 83)
 KW1820_MARKER: B = BOLT
 KW1820_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1820_SP_SET: BRIDGE
 KW1820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1820
 KW1820  HISTORY     - Date     Condition        Report By
 KW1820  HISTORY     - UNK      MONUMENTED       PRR
 KW1820  HISTORY     - 1952     GOOD             CGS
 KW1820  HISTORY     - 20060216 MARK NOT FOUND   GEOCAC
 KW1820
 KW1820                          STATION DESCRIPTION
 KW1820
 KW1820'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KW1820'1.2 MI NE FROM OAKVILLE.
 KW1820'1.2 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1820'STATION AT OAKVILLE, CUMBERLAND COUNTY, AT BRIDGE 32.95 IN THE
 KW1820'TOP OF THE SOUTH CONCRETE WALL, 5 INCHES FROM THE SOUTH EDGE,
 KW1820'AND OVER 1917 CAST IN CONCRETE AT THE TOP OF THE ARCH.  A BRASS
 KW1820'BOLT.  NOTE-- AMS REPORT-- JUNE 1952 - THE MARK IS CENTERED
 KW1820'ON SOUTHEAST WALL OF BRIDGE, MIDWAY BETWEEN RETAINING WALLS,
 KW1820'9.5 FEET SOUTHEAST OF SOUTHEAST RAIL, AND 0.8 FOOT HIGHER,
 KW1820'17.5 FEET HIGHER THAN ROAD BENEATH BRIDGE.
 KW1820
 KW1820                          STATION RECOVERY (2006)
 KW1820
 KW1820'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW1820'BRIDGE HAS REMOVED - RAILROAD BED HAS BEEN CONVERTED TO HIKING TRAIL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0854 ***********************************************************************
 MA0854  DESIGNATION -  33
 MA0854  PID         -  MA0854
 MA0854  STATE/COUNTY-  PA/WARREN
 MA0854  USGS QUAD   -  WARREN (1981)
 MA0854
 MA0854                         *CURRENT SURVEY CONTROL
 MA0854  ___________________________________________________________________
 MA0854* NAD 83(1986)-  41 50 40.     (N)    079 09 41.     (W)     SCALED    
 MA0854* NAVD 88     -       363.950  (meters)    1194.06   (feet)  ADJUSTED  
 MA0854  ___________________________________________________________________
 MA0854  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 MA0854  DYNAMIC HT  -         363.804 (meters)    1193.58  (feet)  COMP
 MA0854  MODELED GRAV-     980,211.0   (mgal)                       NAVD 88
 MA0854
 MA0854  VERT ORDER  -  FIRST     CLASS II
 MA0854
 MA0854.The horizontal coordinates were scaled from a topographic map and have
 MA0854.an estimated accuracy of +/- 6 seconds.
 MA0854
 MA0854.The orthometric height was determined by differential leveling
 MA0854.and adjusted by the National Geodetic Survey in June 1991..
 MA0854
 MA0854.The geoid height was determined by GEOID03.
 MA0854
 MA0854.The dynamic height is computed by dividing the NAVD 88
 MA0854.geopotential number by the normal gravity value computed on the
 MA0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0854.degrees latitude (g = 980.6199 gals.).
 MA0854
 MA0854.The modeled gravity was interpolated from observed gravity values.
 MA0854
 MA0854;                    North         East    Units  Estimated Accuracy
 MA0854;SPC PA N     -   187,280.      482,790.      MT  (+/- 180 meters Scaled)
 MA0854
 MA0854                          SUPERSEDED SURVEY CONTROL
 MA0854
 MA0854  NGVD 29 (??/??/92)  364.115  (m)         1194.60   (f) ADJ UNCH    1 2
 MA0854
 MA0854.Superseded values are not recommended for survey control.
 MA0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0854.See file dsdata.txt to determine how the superseded data were derived.
 MA0854
 MA0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG526341(NAD 83)
 MA0854_MARKER: Z = SEE DESCRIPTION
 MA0854_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0854_SP_SET: DOORSILL
 MA0854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0854
 MA0854  HISTORY     - Date     Condition        Report By
 MA0854  HISTORY     - UNK      MONUMENTED       PRR
 MA0854  HISTORY     - 1935     GOOD             NGS
 MA0854
 MA0854                          STATION DESCRIPTION
 MA0854
 MA0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA0854'AT WARREN.
 MA0854'AT WARREN, WARREN COUNTY, AT THE PENNSYLVANIA RAILROAD STATION,
 MA0854'AND IN THE DOORSILL OF THE WAITING ROOM.  A COPPER PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0196 ***********************************************************************
 KX0196  DESIGNATION -  33 DRD
 KX0196  PID         -  KX0196
 KX0196  STATE/COUNTY-  PA/CLEARFIELD
 KX0196  USGS QUAD   -  PHILIPSBURG (1994)
 KX0196
 KX0196                         *CURRENT SURVEY CONTROL
 KX0196  ___________________________________________________________________
 KX0196* NAD 83(1986)-  40 59 35.     (N)    078 10 08.     (W)     SCALED    
 KX0196* NAVD 88     -       501.541  (meters)    1645.47   (feet)  ADJUSTED  
 KX0196  ___________________________________________________________________
 KX0196  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KX0196  DYNAMIC HT  -         501.289 (meters)    1644.65  (feet)  COMP
 KX0196  MODELED GRAV-     980,105.7   (mgal)                       NAVD 88
 KX0196
 KX0196  VERT ORDER  -  SECOND    CLASS 0
 KX0196
 KX0196.The horizontal coordinates were scaled from a topographic map and have
 KX0196.an estimated accuracy of +/- 6 seconds.
 KX0196
 KX0196.The orthometric height was determined by differential leveling
 KX0196.and adjusted by the National Geodetic Survey in June 1991..
 KX0196
 KX0196.The geoid height was determined by GEOID03.
 KX0196
 KX0196.The dynamic height is computed by dividing the NAVD 88
 KX0196.geopotential number by the normal gravity value computed on the
 KX0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0196.degrees latitude (g = 980.6199 gals.).
 KX0196
 KX0196.The modeled gravity was interpolated from observed gravity values.
 KX0196
 KX0196;                    North         East    Units  Estimated Accuracy
 KX0196;SPC PA N     -    91,860.      564,750.      MT  (+/- 180 meters Scaled)
 KX0196
 KX0196                          SUPERSEDED SURVEY CONTROL
 KX0196
 KX0196  NGVD 29 (??/??/92)  501.691  (m)         1645.96   (f) ADJ UNCH    2 0
 KX0196
 KX0196.Superseded values are not recommended for survey control.
 KX0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0196.See file dsdata.txt to determine how the superseded data were derived.
 KX0196
 KX0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF381418(NAD 83)
 KX0196_MARKER: DD = SURVEY DISK
 KX0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0196_SP_SET: RETAINING WALL
 KX0196_STAMPING: 33 DRD USGS
 KX0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0196
 KX0196  HISTORY     - Date     Condition        Report By
 KX0196  HISTORY     - UNK      MONUMENTED       USGS
 KX0196  HISTORY     - 1959     GOOD             NGS
 KX0196
 KX0196                          STATION DESCRIPTION
 KX0196
 KX0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KX0196'0.2 MI NW FROM KYLERTOWN.
 KX0196'0.15 MILE NORTH WEST ALONG COUNTY ROAD 219 FROM THE SCHOOL IN
 KX0196'KYLERTOWN, SET IN TOP OF THE RETAINING WALL FOR A YARD ACROSS THE
 KX0196'COUNTY ROAD FROM A GENERAL STORE IN KYLERTOWN, AT THE NORTH WEST
 KX0196'CORNER OF THE RETAINING WALL, 26 FEET SOUTH WEST OF THE CENTERLINE
 KX0196'OF THE BLACKTOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0255 ***********************************************************************
 KY0255  DESIGNATION -  33 JWM
 KY0255  PID         -  KY0255
 KY0255  STATE/COUNTY-  PA/ALLEGHENY
 KY0255  USGS QUAD   -  EMSWORTH (1979)
 KY0255
 KY0255                         *CURRENT SURVEY CONTROL
 KY0255  ___________________________________________________________________
 KY0255* NAD 83(1986)-  40 35 21.     (N)    080 06 07.     (W)     SCALED    
 KY0255* NAVD 88     -       379.522  (meters)    1245.15   (feet)  ADJUSTED  
 KY0255  ___________________________________________________________________
 KY0255  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KY0255  DYNAMIC HT  -         379.322 (meters)    1244.49  (feet)  COMP
 KY0255  MODELED GRAV-     980,087.7   (mgal)                       NAVD 88
 KY0255
 KY0255  VERT ORDER  -  SECOND    CLASS 0
 KY0255
 KY0255.The horizontal coordinates were scaled from a topographic map and have
 KY0255.an estimated accuracy of +/- 6 seconds.
 KY0255
 KY0255.The orthometric height was determined by differential leveling
 KY0255.and adjusted by the National Geodetic Survey in June 1991..
 KY0255
 KY0255.The geoid height was determined by GEOID03.
 KY0255
 KY0255.The dynamic height is computed by dividing the NAVD 88
 KY0255.geopotential number by the normal gravity value computed on the
 KY0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0255.degrees latitude (g = 980.6199 gals.).
 KY0255
 KY0255.The modeled gravity was interpolated from observed gravity values.
 KY0255
 KY0255;                    North         East    Units  Estimated Accuracy
 KY0255;SPC PA S     -   142,090.      400,930.      MT  (+/- 180 meters Scaled)
 KY0255
 KY0255                          SUPERSEDED SURVEY CONTROL
 KY0255
 KY0255  NGVD 29 (??/??/92)  379.668  (m)         1245.63   (f) ADJ UNCH    2 0
 KY0255
 KY0255.Superseded values are not recommended for survey control.
 KY0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0255.See file dsdata.txt to determine how the superseded data were derived.
 KY0255
 KY0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE759935(NAD 83)
 KY0255_MARKER: DD = SURVEY DISK
 KY0255_SETTING: 0 = UNSPECIFIED SETTING
 KY0255_STAMPING: 33 JWM 1246 1948
 KY0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0255
 KY0255  HISTORY     - Date     Condition        Report By
 KY0255  HISTORY     - 1948     MONUMENTED       USGS
 KY0255  HISTORY     - 1960     GOOD             NGS
 KY0255  HISTORY     - 19981201 GOOD             PADT
 KY0255
 KY0255                          STATION DESCRIPTION
 KY0255
 KY0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0255'6.2 MI N FROM GLENFIELD.
 KY0255'ABOUT 2.65 MILE NORTH ALONG GLENFIELD RD. FROM THE JUNCTION OF
 KY0255'GLENFIELD RD. AND STATE HY. 88 IN GLENFIELD THENCE 0.75 MILE
 KY0255'NORTH EAST ON BLACKTOP ROAD TO JUNCTION OF STATE HY. 856 THENCE
 KY0255'2.85 MILE NORTH ON HY. 856, 66 FEET NORTH WEST OF THE CENTER OF
 KY0255'JUNCTION OF TWO HIGHWAYS, 3 FEET SOUTH WEST OF TELEPHONE POLE
 KY0255'NO. 210/59, 48 FEET NORTH OF THE CENTERLINE OF AMBRIDGE HY., 63
 KY0255'FEET SOUTH EAST OF CORNER OF BRICK ONE STORY HOUSE.
 KY0255
 KY0255                          STATION RECOVERY (1998)
 KY0255
 KY0255'RECOVERY NOTE BY PA DEPT OF TRANSP 1998
 KY0255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1528 ***********************************************************************
 KX1528  DESIGNATION -  33 L
 KX1528  PID         -  KX1528
 KX1528  STATE/COUNTY-  PA/ARMSTRONG
 KX1528  USGS QUAD   -  FREEPORT (1993)
 KX1528
 KX1528                         *CURRENT SURVEY CONTROL
 KX1528  ___________________________________________________________________
 KX1528* NAD 83(1986)-  40 41 16.     (N)    079 37 54.     (W)     SCALED    
 KX1528* NAVD 88     -       237.887  (meters)     780.47   (feet)  ADJUSTED  
 KX1528  ___________________________________________________________________
 KX1528  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 KX1528  DYNAMIC HT  -         237.768 (meters)     780.08  (feet)  COMP
 KX1528  MODELED GRAV-     980,120.6   (mgal)                       NAVD 88
 KX1528
 KX1528  VERT ORDER  -  FIRST     CLASS II
 KX1528
 KX1528.The horizontal coordinates were scaled from a topographic map and have
 KX1528.an estimated accuracy of +/- 6 seconds.
 KX1528
 KX1528.The orthometric height was determined by differential leveling
 KX1528.and adjusted by the National Geodetic Survey in June 1991..
 KX1528
 KX1528.The geoid height was determined by GEOID03.
 KX1528
 KX1528.The dynamic height is computed by dividing the NAVD 88
 KX1528.geopotential number by the normal gravity value computed on the
 KX1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1528.degrees latitude (g = 980.6199 gals.).
 KX1528
 KX1528.The modeled gravity was interpolated from observed gravity values.
 KX1528
 KX1528;                    North         East    Units  Estimated Accuracy
 KX1528;SPC PA S     -   152,090.      440,960.      MT  (+/- 180 meters Scaled)
 KX1528
 KX1528                          SUPERSEDED SURVEY CONTROL
 KX1528
 KX1528  NGVD 29 (??/??/92)  238.065  (m)          781.05   (f) ADJ UNCH    1 2
 KX1528
 KX1528.Superseded values are not recommended for survey control.
 KX1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1528.See file dsdata.txt to determine how the superseded data were derived.
 KX1528
 KX1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF156049(NAD 83)
 KX1528_MARKER: B = BOLT
 KX1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1528_STAMPING: 33 L USED
 KX1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1528+STABILITY: SURFACE MOTION
 KX1528
 KX1528  HISTORY     - Date     Condition        Report By
 KX1528  HISTORY     - UNK      MONUMENTED       DOD
 KX1528  HISTORY     - 1941     GOOD             NGS
 KX1528  HISTORY     - 1953     MARK NOT FOUND   USGS
 KX1528
 KX1528                          STATION DESCRIPTION
 KX1528
 KX1528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1528'2.1 MI NE FROM SCHENLEY.
 KX1528'2.1 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM SCHENLEY,
 KX1528'ARMSTRONG COUNTY, 460 FEET UPSTREAM FROM A FRAME COAL TIPPLE,
 KX1528'71 FEET DOWNSTREAM FROM A CHISELED CROSS ON THE CONCRETE HEADWALL
 KX1528'OF A CULVERT, 22.3 FEET LANDWARD OF THE LAND RAIL, 5 FEET LANDWARD
 KX1528'AND DOWNSTREAM FROM A HEMLOCK TREE WITH A SPIKE 4 FEET ABOVE THE
 KX1528'GROUND, AND ABOUT 6 INCHES UNDER GROUND.  A COPPER BOLT, STAMPED
 KX1528'33 L USED AND SET IN THE TOP OF A CONCRETE POST.
 KX1528
 KX1528                          STATION RECOVERY (1953)
 KX1528
 KX1528'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 KX1528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2496 ***********************************************************************
 KV2496  DESIGNATION -  33 PRR
 KV2496  PID         -  KV2496
 KV2496  STATE/COUNTY-  PA/CHESTER
 KV2496  USGS QUAD   -  DOWNINGTOWN (1983)
 KV2496
 KV2496                         *CURRENT SURVEY CONTROL
 KV2496  ___________________________________________________________________
 KV2496* NAD 83(1986)-  40 00 22.     (N)    075 40 18.     (W)     SCALED    
 KV2496* NAVD 88     -        92.729  (meters)     304.23   (feet)  ADJUSTED  
 KV2496  ___________________________________________________________________
 KV2496  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KV2496  DYNAMIC HT  -          92.684 (meters)     304.08  (feet)  COMP
 KV2496  MODELED GRAV-     980,133.0   (mgal)                       NAVD 88
 KV2496
 KV2496  VERT ORDER  -  SECOND    CLASS 0
 KV2496
 KV2496.The horizontal coordinates were scaled from a topographic map and have
 KV2496.an estimated accuracy of +/- 6 seconds.
 KV2496
 KV2496.The orthometric height was determined by differential leveling
 KV2496.and adjusted by the National Geodetic Survey in June 1991..
 KV2496
 KV2496.The geoid height was determined by GEOID03.
 KV2496
 KV2496.The dynamic height is computed by dividing the NAVD 88
 KV2496.geopotential number by the normal gravity value computed on the
 KV2496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2496.degrees latitude (g = 980.6199 gals.).
 KV2496
 KV2496.The modeled gravity was interpolated from observed gravity values.
 KV2496
 KV2496;                    North         East    Units  Estimated Accuracy
 KV2496;SPC PA S     -    76,790.      777,440.      MT  (+/- 180 meters Scaled)
 KV2496
 KV2496                          SUPERSEDED SURVEY CONTROL
 KV2496
 KV2496  NGVD 29 (??/??/??)   93.057  (m)          305.30   (f) ADJUSTED    2 0
 KV2496
 KV2496.Superseded values are not recommended for survey control.
 KV2496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2496.See file dsdata.txt to determine how the superseded data were derived.
 KV2496
 KV2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK426286(NAD 83)
 KV2496_MARKER: Q = CHISELED SQUARE
 KV2496_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2496_SP_SET: ABUTMENT
 KV2496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2496
 KV2496  HISTORY     - Date     Condition        Report By
 KV2496  HISTORY     - UNK      MONUMENTED       PRR
 KV2496  HISTORY     - 1935     GOOD             CGS
 KV2496
 KV2496                          STATION DESCRIPTION
 KV2496
 KV2496'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV2496'2.1 MI NE FROM DOWNINGTOWN.
 KV2496'2.1 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE POST
 KV2496'OFFICE AT DOWNINGTOWN, CHESTER COUNTY, AT BRIDGE 30.29 OVER BOOT
 KV2496'ROAD, AND ON THE TOP OF THE SHELF OF THE SOUTH ABUTMENT.  A
 KV2496'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0195 ***********************************************************************
 KY0195  DESIGNATION -  331
 KY0195  PID         -  KY0195
 KY0195  STATE/COUNTY-  PA/BUTLER
 KY0195  USGS QUAD   -  MARS (1979)
 KY0195
 KY0195                         *CURRENT SURVEY CONTROL
 KY0195  ___________________________________________________________________
 KY0195* NAD 83(1986)-  40 44 39.     (N)    080 02 22.     (W)     SCALED    
 KY0195* NAVD 88     -       295.626  (meters)     969.90   (feet)  POSTED    
 KY0195  ___________________________________________________________________
 KY0195  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 KY0195  DYNAMIC HT  -         295.470 (meters)     969.39  (feet)  COMP
 KY0195  MODELED GRAV-     980,104.6   (mgal)                       NAVD 88
 KY0195
 KY0195  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 KY0195
 KY0195.The horizontal coordinates were scaled from a topographic map and have
 KY0195.an estimated accuracy of +/- 6 seconds.
 KY0195
 KY0195.The orthometric height was determined by differential leveling
 KY0195.and adjusted by the National Geodetic Survey in 1992..
 KY0195.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 KY0195.rate of 3.1 thru 4.0 mm/km.
 KY0195
 KY0195.The geoid height was determined by GEOID03.
 KY0195
 KY0195.The dynamic height is computed by dividing the NAVD 88
 KY0195.geopotential number by the normal gravity value computed on the
 KY0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0195.degrees latitude (g = 980.6199 gals.).
 KY0195
 KY0195.The modeled gravity was interpolated from observed gravity values.
 KY0195
 KY0195;                    North         East    Units  Estimated Accuracy
 KY0195;SPC PA S     -   159,160.      406,660.      MT  (+/- 180 meters Scaled)
 KY0195
 KY0195                          SUPERSEDED SURVEY CONTROL
 KY0195
 KY0195  NGVD 29 (??/??/92)  295.772  (m)          970.38   (f) ADJ UNCH    1 2
 KY0195
 KY0195.Superseded values are not recommended for survey control.
 KY0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0195.See file dsdata.txt to determine how the superseded data were derived.
 KY0195
 KY0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF810108(NAD 83)
 KY0195_MARKER: B = BOLT
 KY0195_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0195_SP_SET: BRIDGE SEAT
 KY0195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0195
 KY0195  HISTORY     - Date     Condition        Report By
 KY0195  HISTORY     - UNK      MONUMENTED       BORR
 KY0195  HISTORY     - 1954     GOOD             NGS
 KY0195
 KY0195                          STATION DESCRIPTION
 KY0195
 KY0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KY0195'0.5 MI NW FROM CALLERY.
 KY0195'ABOUT 0.5 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY0195'FROM THE STATION AT CALLERY, IN THE TOP OF THE WEST END OF
 KY0195'SOUTH BRIDGE SEAT OF RAILROAD BRIDGE NO. 345 OVER WOLFE RUN,
 KY0195'19 FEET WEST OF WEST RAIL OF WEST TRACK AND ABOUT 5 FEET BELOW
 KY0195'LEVEL OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0755 ***********************************************************************
 KW0755  DESIGNATION -  331 PRR
 KW0755  PID         -  KW0755
 KW0755  STATE/COUNTY-  PA/LANCASTER
 KW0755  USGS QUAD   -  LANCASTER (1995)
 KW0755
 KW0755                         *CURRENT SURVEY CONTROL
 KW0755  ___________________________________________________________________
 KW0755* NAD 83(1986)-  40 03 58.     (N)    076 19 58.     (W)     SCALED    
 KW0755* NAVD 88     -       100.991  (meters)     331.33   (feet)  ADJUSTED  
 KW0755  ___________________________________________________________________
 KW0755  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 KW0755  DYNAMIC HT  -         100.939 (meters)     331.16  (feet)  COMP
 KW0755  MODELED GRAV-     980,110.7   (mgal)                       NAVD 88
 KW0755
 KW0755  VERT ORDER  -  SECOND    CLASS 0
 KW0755
 KW0755.The horizontal coordinates were scaled from a topographic map and have
 KW0755.an estimated accuracy of +/- 6 seconds.
 KW0755
 KW0755.The orthometric height was determined by differential leveling
 KW0755.and adjusted by the National Geodetic Survey in June 1991..
 KW0755
 KW0755.The geoid height was determined by GEOID03.
 KW0755
 KW0755.The dynamic height is computed by dividing the NAVD 88
 KW0755.geopotential number by the normal gravity value computed on the
 KW0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0755.degrees latitude (g = 980.6199 gals.).
 KW0755
 KW0755.The modeled gravity was interpolated from observed gravity values.
 KW0755
 KW0755;                    North         East    Units  Estimated Accuracy
 KW0755;SPC PA S     -    82,330.      720,900.      MT  (+/- 180 meters Scaled)
 KW0755
 KW0755                          SUPERSEDED SURVEY CONTROL
 KW0755
 KW0755  NGVD 29 (??/??/??)  101.250  (m)          332.18   (f) ADJUSTED    2 0
 KW0755
 KW0755.Superseded values are not recommended for survey control.
 KW0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0755.See file dsdata.txt to determine how the superseded data were derived.
 KW0755
 KW0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK863359(NAD 83)
 KW0755_MARKER: X = CHISELED CROSS
 KW0755_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0755_SP_SET: STEEL POST
 KW0755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0755
 KW0755  HISTORY     - Date     Condition        Report By
 KW0755  HISTORY     - UNK      MONUMENTED       PRR
 KW0755  HISTORY     - 1966     GOOD             CGS
 KW0755  HISTORY     - 20040518 MARK NOT FOUND   PADT
 KW0755
 KW0755                          STATION DESCRIPTION
 KW0755
 KW0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0755'1.6 MI W FROM LANCASTER.
 KW0755'1.6 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KW0755'AT LANCASTER, LANCASTER COUNTY, ABOUT 0.4 MILE EAST OF AN
 KW0755'OVERPASS, AT THE DIVERGENCE OF THE READING CO. RAILWAY, SOUTH OF
 KW0755'THE RCO. TRACK, 12 FEET NORTH OF THE P.R.R. TRACK, AND ABOUT
 KW0755'3 FEET HIGHER THAN THE TRACK.  A CHISELED CROSS, ON THE TOP OF A
 KW0755'3-INCH STEEL POST.
 KW0755
 KW0755                          STATION RECOVERY (2004)
 KW0755
 KW0755'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (SMM)
 KW0755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2489 ***********************************************************************
 KV2489  DESIGNATION -  33.2 PRR
 KV2489  PID         -  KV2489
 KV2489  STATE/COUNTY-  PA/CHESTER
 KV2489  USGS QUAD   -  UNIONVILLE (1992)
 KV2489
 KV2489                         *CURRENT SURVEY CONTROL
 KV2489  ___________________________________________________________________
 KV2489* NAD 83(1986)-  39 59 56.     (N)    075 43 26.     (W)     SCALED    
 KV2489* NAVD 88     -        86.13   (+/-2cm)     282.6    (feet)  VERTCON   
 KV2489  ___________________________________________________________________
 KV2489  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 KV2489
 KV2489  VERT ORDER  -  ? (See Below)
 KV2489
 KV2489.The horizontal coordinates were scaled from a topographic map and have
 KV2489.an estimated accuracy of +/- 6 seconds.
 KV2489
 KV2489.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV2489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV2489.The vertical order pertains to the NGVD 29 superseded value.
 KV2489
 KV2489.The geoid height was determined by GEOID03.
 KV2489
 KV2489;                    North         East    Units  Estimated Accuracy
 KV2489;SPC PA S     -    75,880.      773,000.      MT  (+/- 180 meters Scaled)
 KV2489
 KV2489                          SUPERSEDED SURVEY CONTROL
 KV2489
 KV2489  NGVD 29 (??/??/??)   86.424  (m)          283.54   (f) ADJUSTED    ?  
 KV2489
 KV2489.Superseded values are not recommended for survey control.
 KV2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2489.See file dsdata.txt to determine how the superseded data were derived.
 KV2489
 KV2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK382278(NAD 83)
 KV2489_MARKER: B = BOLT
 KV2489_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2489_SP_SET: BRIDGE
 KV2489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2489
 KV2489  HISTORY     - Date     Condition        Report By
 KV2489  HISTORY     - 1955     MONUMENTED       PRR
 KV2489  HISTORY     - 1966     MARK NOT FOUND   PRR
 KV2489
 KV2489                          STATION DESCRIPTION
 KV2489
 KV2489'DESCRIBED BY PENNSYLVANIA RAILROAD 1955
 KV2489'1.3 MI SW FROM DOWNINGTOWN.
 KV2489'ORIGINALLY DESCRIBED AS BEING ABOUT 400 YARDS WEST OF MILEPOST 33,
 KV2489'6 RAILS WEST OF SIGNAL TOWER 33.2, AT A STONE BRIDGE, AND IN THE
 KV2489'TOP OF THE EAST END OF THE SOUTH HEADWALL.  NOTE-- NO BOLT WAS
 KV2489'FOUND IN EITHER OF TWO BRIDGES WHICH ARE LOCATED AT POINTS 0.1 AND
 KV2489'0.25 MILE SOUTHWEST OF MILE POST 33.
 KV2489
 KV2489                          STATION RECOVERY (1966)
 KV2489
 KV2489'RECOVERY NOTE BY PENNSYLVANIA RAILROAD 1966
 KV2489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1016 ***********************************************************************
 MA1016  DESIGNATION -  34
 MA1016  PID         -  MA1016
 MA1016  STATE/COUNTY-  PA/JEFFERSON
 MA1016  USGS QUAD   -  SUMMERVILLE (1969)
 MA1016
 MA1016                         *CURRENT SURVEY CONTROL
 MA1016  ___________________________________________________________________
 MA1016* NAD 83(1986)-  41 04 58.     (N)    079 11 03.     (W)     SCALED    
 MA1016* NAVD 88     -       351.586  (meters)    1153.50   (feet)  ADJUSTED  
 MA1016  ___________________________________________________________________
 MA1016  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 MA1016  DYNAMIC HT  -         351.418 (meters)    1152.94  (feet)  COMP
 MA1016  MODELED GRAV-     980,138.0   (mgal)                       NAVD 88
 MA1016
 MA1016  VERT ORDER  -  SECOND    CLASS 0
 MA1016
 MA1016.The horizontal coordinates were scaled from a topographic map and have
 MA1016.an estimated accuracy of +/- 6 seconds.
 MA1016
 MA1016.The orthometric height was determined by differential leveling
 MA1016.and adjusted by the National Geodetic Survey in June 1991..
 MA1016
 MA1016.The geoid height was determined by GEOID03.
 MA1016
 MA1016.The dynamic height is computed by dividing the NAVD 88
 MA1016.geopotential number by the normal gravity value computed on the
 MA1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1016.degrees latitude (g = 980.6199 gals.).
 MA1016
 MA1016.The modeled gravity was interpolated from observed gravity values.
 MA1016
 MA1016;                    North         East    Units  Estimated Accuracy
 MA1016;SPC PA N     -   102,740.      479,500.      MT  (+/- 180 meters Scaled)
 MA1016
 MA1016                          SUPERSEDED SURVEY CONTROL
 MA1016
 MA1016  NGVD 29 (??/??/92)  351.756  (m)         1154.05   (f) ADJ UNCH    2 0
 MA1016
 MA1016.Superseded values are not recommended for survey control.
 MA1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1016.See file dsdata.txt to determine how the superseded data were derived.
 MA1016
 MA1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF525495(NAD 83)
 MA1016_MARKER: B = BOLT
 MA1016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1016_SP_SET: BRIDGE
 MA1016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1016
 MA1016  HISTORY     - Date     Condition        Report By
 MA1016  HISTORY     - UNK      MONUMENTED       PRR
 MA1016  HISTORY     - 1935     GOOD             NGS
 MA1016
 MA1016                          STATION DESCRIPTION
 MA1016
 MA1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1016'0.6 MI W FROM HEATHVILLE.
 MA1016'ABOUT 0.6 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA1016'STATION AT HEATHVILLE, JEFFERSON COUNTY, AT 3-SPAN GIRDER BRIDGE
 MA1016'30.76 OVER A CREEK, IN THE TOP OF THE SOUTHEAST END OF THE
 MA1016'NORTHWEST MASONRY WING WALL, 21 FEET WEST OF THE CENTER LINE OF
 MA1016'THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A
 MA1016'COPPER BOLT, MARKED B.M. 34.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0617 ***********************************************************************
 KX0617  DESIGNATION -  34
 KX0617  PID         -  KX0617
 KX0617  STATE/COUNTY-  PA/BEDFORD
 KX0617  USGS QUAD   -  BEDFORD (1987)
 KX0617
 KX0617                         *CURRENT SURVEY CONTROL
 KX0617  ___________________________________________________________________
 KX0617* NAD 83(1986)-  40 06 08.     (N)    078 31 37.     (W)     SCALED    
 KX0617* NAVD 88     -       328.755  (meters)    1078.59   (feet)  ADJUSTED  
 KX0617  ___________________________________________________________________
 KX0617  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KX0617  DYNAMIC HT  -         328.569 (meters)    1077.98  (feet)  COMP
 KX0617  MODELED GRAV-     980,051.8   (mgal)                       NAVD 88
 KX0617
 KX0617  VERT ORDER  -  SECOND    CLASS 0
 KX0617
 KX0617.The horizontal coordinates were scaled from a topographic map and have
 KX0617.an estimated accuracy of +/- 6 seconds.
 KX0617
 KX0617.The orthometric height was determined by differential leveling
 KX0617.and adjusted by the National Geodetic Survey in June 1991..
 KX0617
 KX0617.The geoid height was determined by GEOID03.
 KX0617
 KX0617.The dynamic height is computed by dividing the NAVD 88
 KX0617.geopotential number by the normal gravity value computed on the
 KX0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0617.degrees latitude (g = 980.6199 gals.).
 KX0617
 KX0617.The modeled gravity was interpolated from observed gravity values.
 KX0617
 KX0617;                    North         East    Units  Estimated Accuracy
 KX0617;SPC PA S     -    85,670.      533,760.      MT  (+/- 180 meters Scaled)
 KX0617
 KX0617                          SUPERSEDED SURVEY CONTROL
 KX0617
 KX0617  NGVD 29 (??/??/92)  328.913  (m)         1079.11   (f) ADJ UNCH    2 0
 KX0617
 KX0617.Superseded values are not recommended for survey control.
 KX0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0617.See file dsdata.txt to determine how the superseded data were derived.
 KX0617
 KX0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE107420(NAD 83)
 KX0617_MARKER: Q = CHISELED SQUARE
 KX0617_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0617_SP_SET: ABUTMENT
 KX0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0617
 KX0617  HISTORY     - Date     Condition        Report By
 KX0617  HISTORY     - UNK      MONUMENTED       PRR
 KX0617  HISTORY     - 1967     MARK NOT FOUND   NGS
 KX0617
 KX0617                          STATION DESCRIPTION
 KX0617
 KX0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0617'AT CESSNA.
 KX0617'AT CESSNA, BEDFORD COUNTY, ABOUT 200 FEET WEST OF THE PENNSYLVANIA
 KX0617'RAILROAD STATION, AT THE EAST ABUTMENT OF BRIDGE 36.81, ON THE TOP
 KX0617'OF THE NORTH END, AND 9 FEET NORTH OF THE CENTER LINE OF THE
 KX0617'TRACK.  A CHISELED SQUARE.  NOTE-- THE ABUTMENT IS CRUMBLING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0919 ***********************************************************************
 KX0919  DESIGNATION -  34
 KX0919  PID         -  KX0919
 KX0919  STATE/COUNTY-  PA/INDIANA
 KX0919  USGS QUAD   -  INDIANA (1981)
 KX0919
 KX0919                         *CURRENT SURVEY CONTROL
 KX0919  ___________________________________________________________________
 KX0919* NAD 83(1986)-  40 37 20.     (N)    079 11 20.     (W)     SCALED    
 KX0919* NAVD 88     -       392.872  (meters)    1288.95   (feet)  ADJUSTED  
 KX0919  ___________________________________________________________________
 KX0919  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KX0919  DYNAMIC HT  -         392.669 (meters)    1288.28  (feet)  COMP
 KX0919  MODELED GRAV-     980,095.3   (mgal)                       NAVD 88
 KX0919
 KX0919  VERT ORDER  -  SECOND    CLASS 0
 KX0919
 KX0919.The horizontal coordinates were scaled from a topographic map and have
 KX0919.an estimated accuracy of +/- 6 seconds.
 KX0919
 KX0919.The orthometric height was determined by differential leveling
 KX0919.and adjusted by the National Geodetic Survey in June 1991..
 KX0919
 KX0919.The geoid height was determined by GEOID03.
 KX0919
 KX0919.The dynamic height is computed by dividing the NAVD 88
 KX0919.geopotential number by the normal gravity value computed on the
 KX0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0919.degrees latitude (g = 980.6199 gals.).
 KX0919
 KX0919.The modeled gravity was interpolated from observed gravity values.
 KX0919
 KX0919;                    North         East    Units  Estimated Accuracy
 KX0919;SPC PA S     -   144,110.      478,260.      MT  (+/- 180 meters Scaled)
 KX0919
 KX0919                          SUPERSEDED SURVEY CONTROL
 KX0919
 KX0919  NGVD 29 (??/??/92)  393.052  (m)         1289.54   (f) ADJ UNCH    2 0
 KX0919
 KX0919.Superseded values are not recommended for survey control.
 KX0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0919.See file dsdata.txt to determine how the superseded data were derived.
 KX0919
 KX0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE531983(NAD 83)
 KX0919_MARKER: DD = SURVEY DISK
 KX0919_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0919_SP_SET: BRIDGE
 KX0919_STAMPING: 34 JEA USGS 1961
 KX0919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0919
 KX0919  HISTORY     - Date     Condition        Report By
 KX0919  HISTORY     - 1961     MONUMENTED       USGS
 KX0919  HISTORY     - 1967     GOOD             NGS
 KX0919
 KX0919                          STATION DESCRIPTION
 KX0919
 KX0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0919'1.9 MI W FROM INDIANA.
 KX0919'1.9 MILES WEST ALONG U.S. HIGHWAY 422 FROM THE COURTHOUSE IN
 KX0919'INDIANA, SET IN THE TOP OF THE NORTHEAST WINGWALL OF A BRIDGE, 22
 KX0919'FEET NORTH OF CENTERLINE OF HIGHWAY, 100 FEET WEST OF TELEPHONE
 KX0919'POLE NO. 40205.  2 FEET NORTHWEST OF A METAL WITNESS POST AND IS
 KX0919'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0347 ***********************************************************************
 KY0347  DESIGNATION -  34 PA
 KY0347  PID         -  KY0347
 KY0347  STATE/COUNTY-  PA/WASHINGTON
 KY0347  USGS QUAD   -  WASHINGTON WEST (1969)
 KY0347
 KY0347                         *CURRENT SURVEY CONTROL
 KY0347  ___________________________________________________________________
 KY0347* NAD 83(1986)-  40 14 36.     (N)    080 18 03.     (W)     SCALED    
 KY0347* NAVD 88     -       345.309  (meters)    1132.90   (feet)  ADJUSTED  
 KY0347  ___________________________________________________________________
 KY0347  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KY0347  DYNAMIC HT  -         345.116 (meters)    1132.27  (feet)  COMP
 KY0347  MODELED GRAV-     980,058.1   (mgal)                       NAVD 88
 KY0347
 KY0347  VERT ORDER  -  SECOND    CLASS 0
 KY0347
 KY0347.The horizontal coordinates were scaled from a topographic map and have
 KY0347.an estimated accuracy of +/- 6 seconds.
 KY0347
 KY0347.The orthometric height was determined by differential leveling
 KY0347.and adjusted by the National Geodetic Survey in June 1991..
 KY0347
 KY0347.The geoid height was determined by GEOID03.
 KY0347
 KY0347.The dynamic height is computed by dividing the NAVD 88
 KY0347.geopotential number by the normal gravity value computed on the
 KY0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0347.degrees latitude (g = 980.6199 gals.).
 KY0347
 KY0347.The modeled gravity was interpolated from observed gravity values.
 KY0347
 KY0347;                    North         East    Units  Estimated Accuracy
 KY0347;SPC PA S     -   104,180.      382,990.      MT  (+/- 180 meters Scaled)
 KY0347
 KY0347                          SUPERSEDED SURVEY CONTROL
 KY0347
 KY0347  NGVD 29 (??/??/92)  345.446  (m)         1133.35   (f) ADJ UNCH    2 0
 KY0347
 KY0347.Superseded values are not recommended for survey control.
 KY0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0347.See file dsdata.txt to determine how the superseded data were derived.
 KY0347
 KY0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE594550(NAD 83)
 KY0347_MARKER: DD = SURVEY DISK
 KY0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0347_STAMPING: 34 PA 1952 1133
 KY0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0347+STABILITY: SURFACE MOTION
 KY0347
 KY0347  HISTORY     - Date     Condition        Report By
 KY0347  HISTORY     - 1952     MONUMENTED       USGS
 KY0347  HISTORY     - 1957     GOOD             NGS
 KY0347
 KY0347                          STATION DESCRIPTION
 KY0347
 KY0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0347'4 MI NW FROM WASHINGTON.
 KY0347'ABOUT 4.0 MILES NORTHWEST ALONG STATE HIGHWAY 18 FROM ITS OVERPASS
 KY0347'OVER THE PENNSYLVANIA RAILROAD AT WASHINGTON, 0.25 MILE SOUTHEAST
 KY0347'OF GRETNA AND THE JUNCTION OF A ROAD LEADING NORTH, 41 1/2 FEET
 KY0347'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 31 FEET NORTH-NORTHWEST
 KY0347'OF THE CENTER LINE OF A GRAVEL ROAD LEADING EAST-NORTHEAST AND
 KY0347'UPHILL FROM THE HIGHWAY, 8 FEET NORTH OF A POWER LINE POLE, ON
 KY0347'THE TOP OF A 10 FOOT HIGH CUT BANK, SET IN THE TOP OF A CONCRETE
 KY0347'POST PROJECTING 4 INCHES ABOVE THE GROUND AND ABOUT 10 FEET HIGHER
 KY0347'THAN THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1678 ***********************************************************************
 KW1678  DESIGNATION -  34 PRR
 KW1678  PID         -  KW1678
 KW1678  STATE/COUNTY-  PA/MIFFLIN
 KW1678  USGS QUAD   -  ALFARATA (1978)
 KW1678
 KW1678                         *CURRENT SURVEY CONTROL
 KW1678  ___________________________________________________________________
 KW1678* NAD 83(1986)-  40 40 12.     (N)    077 24 49.     (W)     SCALED    
 KW1678* NAVD 88     -       180.052  (meters)     590.72   (feet)  ADJUSTED  
 KW1678  ___________________________________________________________________
 KW1678  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 KW1678  DYNAMIC HT  -         179.965 (meters)     590.44  (feet)  COMP
 KW1678  MODELED GRAV-     980,143.2   (mgal)                       NAVD 88
 KW1678
 KW1678  VERT ORDER  -  SECOND    CLASS 0
 KW1678
 KW1678.The horizontal coordinates were scaled from a topographic map and have
 KW1678.an estimated accuracy of +/- 6 seconds.
 KW1678
 KW1678.The orthometric height was determined by differential leveling
 KW1678.and adjusted by the National Geodetic Survey in June 1991..
 KW1678
 KW1678.The geoid height was determined by GEOID03.
 KW1678
 KW1678.The dynamic height is computed by dividing the NAVD 88
 KW1678.geopotential number by the normal gravity value computed on the
 KW1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1678.degrees latitude (g = 980.6199 gals.).
 KW1678
 KW1678.The modeled gravity was interpolated from observed gravity values.
 KW1678
 KW1678;                    North         East    Units  Estimated Accuracy
 KW1678;SPC PA S     -   148,470.      628,440.      MT  (+/- 180 meters Scaled)
 KW1678
 KW1678                          SUPERSEDED SURVEY CONTROL
 KW1678
 KW1678  NGVD 29 (??/??/??)  180.266  (m)          591.42   (f) ADJUSTED    2 0
 KW1678
 KW1678.Superseded values are not recommended for survey control.
 KW1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1678.See file dsdata.txt to determine how the superseded data were derived.
 KW1678
 KW1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL959049(NAD 83)
 KW1678_MARKER: B = BOLT
 KW1678_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1678_SP_SET: BRIDGE SEAT
 KW1678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1678
 KW1678  HISTORY     - Date     Condition        Report By
 KW1678  HISTORY     - UNK      MONUMENTED       PRR
 KW1678  HISTORY     - 1934     GOOD             CGS
 KW1678  HISTORY     - 1966     GOOD             USGS
 KW1678
 KW1678                          STATION DESCRIPTION
 KW1678
 KW1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1678'0.1 MI E FROM SHINDLE.
 KW1678'0.1 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM SHINDLE, 550
 KW1678'FEET WEST OF MILEPOST 11, 200 FEET NORTH OF A LARGE GREENHOUSE,
 KW1678'AT OLD RAILROAD BRIDGE 10.73, IN THE TOP OF THE SOUTH END OF THE
 KW1678'WEST STONE BRIDGE SEAT, 25 FEET SOUTH OF THE CENTER LINE OF THE
 KW1678'TRACK, AND 3 FEET LOWER THAN THE TOP OF THE RAIL.
 KW1678
 KW1678                          STATION RECOVERY (1966)
 KW1678
 KW1678'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KW1678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1375 ***********************************************************************
 KW1375  DESIGNATION -  34 PRR
 KW1375  PID         -  KW1375
 KW1375  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW1375  USGS QUAD   -  DALMATIA (1969)
 KW1375
 KW1375                         *CURRENT SURVEY CONTROL
 KW1375  ___________________________________________________________________
 KW1375* NAD 83(1986)-  40 40 21.     (N)    076 52 56.     (W)     SCALED    
 KW1375* NAVD 88     -       127.370  (meters)     417.88   (feet)  ADJUSTED  
 KW1375  ___________________________________________________________________
 KW1375  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KW1375  DYNAMIC HT  -         127.310 (meters)     417.68  (feet)  COMP
 KW1375  MODELED GRAV-     980,156.0   (mgal)                       NAVD 88
 KW1375
 KW1375  VERT ORDER  -  FIRST     CLASS II
 KW1375
 KW1375.The horizontal coordinates were scaled from a topographic map and have
 KW1375.an estimated accuracy of +/- 6 seconds.
 KW1375
 KW1375.The orthometric height was determined by differential leveling
 KW1375.and adjusted by the National Geodetic Survey in June 1991..
 KW1375
 KW1375.The geoid height was determined by GEOID03.
 KW1375
 KW1375.The dynamic height is computed by dividing the NAVD 88
 KW1375.geopotential number by the normal gravity value computed on the
 KW1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1375.degrees latitude (g = 980.6199 gals.).
 KW1375
 KW1375.The modeled gravity was interpolated from observed gravity values.
 KW1375
 KW1375;                    North         East    Units  Estimated Accuracy
 KW1375;SPC PA N     -    56,540.      673,370.      MT  (+/- 180 meters Scaled)
 KW1375
 KW1375                          SUPERSEDED SURVEY CONTROL
 KW1375
 KW1375  NGVD 29 (??/??/??)  127.599  (m)          418.63   (f) ADJUSTED    1 2
 KW1375
 KW1375.Superseded values are not recommended for survey control.
 KW1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1375.See file dsdata.txt to determine how the superseded data were derived.
 KW1375
 KW1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL409041(NAD 83)
 KW1375_MARKER: Q = CHISELED SQUARE
 KW1375_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1375_SP_SET: BRIDGE
 KW1375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1375
 KW1375  HISTORY     - Date     Condition        Report By
 KW1375  HISTORY     - UNK      MONUMENTED       PRR
 KW1375  HISTORY     - 1941     GOOD             CGS
 KW1375  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW1375
 KW1375                          STATION DESCRIPTION
 KW1375
 KW1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1375'1.4 MI NE FROM DALMATIA.
 KW1375'3.4 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1375'STATION AT HERNDON, 1.4 MILES NORTHEAST OF DALMATIA, ABOUT 848
 KW1375'FEET SOUTHWEST OF MILEPOST 124, AT BRIDGE 123.83, ON THE NORTH
 KW1375'STONE WING WALL, 9.2 FEET NORTHWEST OF THE NORTHWEST RAIL, AND
 KW1375'ABOUT 2-1/2 FEET LOWER THAN THE RAIL.  A CHISELED SQUARE, MARKED
 KW1375'BM 34.
 KW1375
 KW1375                          STATION RECOVERY (1989)
 KW1375
 KW1375'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0035 ***********************************************************************
 KX0035  DESIGNATION -  34 SDP
 KX0035  PID         -  KX0035
 KX0035  STATE/COUNTY-  PA/BLAIR
 KX0035  USGS QUAD   -  TIPTON (1988)
 KX0035
 KX0035                         *CURRENT SURVEY CONTROL
 KX0035  ___________________________________________________________________
 KX0035* NAD 83(1986)-  40 38 47.     (N)    078 16 23.     (W)     SCALED    
 KX0035* NAVD 88     -       283.653  (meters)     930.62   (feet)  ADJUSTED  
 KX0035  ___________________________________________________________________
 KX0035  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KX0035  DYNAMIC HT  -         283.507 (meters)     930.14  (feet)  COMP
 KX0035  MODELED GRAV-     980,103.2   (mgal)                       NAVD 88
 KX0035
 KX0035  VERT ORDER  -  FIRST     CLASS I
 KX0035
 KX0035.The horizontal coordinates were scaled from a topographic map and have
 KX0035.an estimated accuracy of +/- 6 seconds.
 KX0035
 KX0035.The orthometric height was determined by differential leveling
 KX0035.and adjusted by the National Geodetic Survey in June 1991..
 KX0035
 KX0035.The geoid height was determined by GEOID03.
 KX0035
 KX0035.The dynamic height is computed by dividing the NAVD 88
 KX0035.geopotential number by the normal gravity value computed on the
 KX0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0035.degrees latitude (g = 980.6199 gals.).
 KX0035
 KX0035.The modeled gravity was interpolated from observed gravity values.
 KX0035
 KX0035;                    North         East    Units  Estimated Accuracy
 KX0035;SPC PA S     -   145,930.      555,760.      MT  (+/- 180 meters Scaled)
 KX0035
 KX0035                          SUPERSEDED SURVEY CONTROL
 KX0035
 KX0035  NGVD 29 (??/??/92)  283.820  (m)          931.17   (f) ADJ UNCH    1 1
 KX0035
 KX0035.Superseded values are not recommended for survey control.
 KX0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0035.See file dsdata.txt to determine how the superseded data were derived.
 KX0035
 KX0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF305030(NAD 83)
 KX0035_MARKER: DD = SURVEY DISK
 KX0035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0035_SP_SET: ABUTMENT
 KX0035_STAMPING: 34 SDP USGS
 KX0035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0035
 KX0035  HISTORY     - Date     Condition        Report By
 KX0035  HISTORY     - UNK      MONUMENTED       PADT
 KX0035  HISTORY     - 1966     GOOD             NGS
 KX0035
 KX0035                          STATION DESCRIPTION
 KX0035
 KX0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0035'2.5 MI SW FROM TYRONE.
 KX0035'ABOUT 2.2 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX0035'THE STATION AT TYRONE, THENCE 0.3 MILE SOUTHWEST ALONG U.S.
 KX0035'HIGHWAY 220, SET ON THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 KX0035'CONCRETE ABUTMENT OF A 24-FOOT BRIDGE OVER FRY HOLLOW, 23 FEET
 KX0035'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL
 KX0035'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1550 ***********************************************************************
 JU1550  DESIGNATION -  34.1 PRR
 JU1550  PID         -  JU1550
 JU1550  STATE/COUNTY-  PA/CHESTER
 JU1550  USGS QUAD   -  UNIONVILLE (1992)
 JU1550
 JU1550                         *CURRENT SURVEY CONTROL
 JU1550  ___________________________________________________________________
 JU1550* NAD 83(1986)-  39 59 47.     (N)    075 44 22.     (W)     SCALED    
 JU1550* NAVD 88     -        89.836  (meters)     294.74   (feet)  ADJUSTED  
 JU1550  ___________________________________________________________________
 JU1550  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JU1550  DYNAMIC HT  -          89.791 (meters)     294.59  (feet)  COMP
 JU1550  MODELED GRAV-     980,124.1   (mgal)                       NAVD 88
 JU1550
 JU1550  VERT ORDER  -  SECOND    CLASS 0
 JU1550
 JU1550.The horizontal coordinates were scaled from a topographic map and have
 JU1550.an estimated accuracy of +/- 6 seconds.
 JU1550
 JU1550.The orthometric height was determined by differential leveling
 JU1550.and adjusted by the National Geodetic Survey in June 1991..
 JU1550
 JU1550.The geoid height was determined by GEOID03.
 JU1550
 JU1550.The dynamic height is computed by dividing the NAVD 88
 JU1550.geopotential number by the normal gravity value computed on the
 JU1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1550.degrees latitude (g = 980.6199 gals.).
 JU1550
 JU1550.The modeled gravity was interpolated from observed gravity values.
 JU1550
 JU1550;                    North         East    Units  Estimated Accuracy
 JU1550;SPC PA S     -    75,580.      771,680.      MT  (+/- 180 meters Scaled)
 JU1550
 JU1550                          SUPERSEDED SURVEY CONTROL
 JU1550
 JU1550  NGVD 29 (??/??/??)   90.114  (m)          295.65   (f) ADJUSTED    2 0
 JU1550
 JU1550.Superseded values are not recommended for survey control.
 JU1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1550.See file dsdata.txt to determine how the superseded data were derived.
 JU1550
 JU1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK368276(NAD 83)
 JU1550_MARKER: B = BOLT
 JU1550_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1550_SP_SET: UNDERPASS HEADWALL
 JU1550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1550_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1550+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 JU1550
 JU1550  HISTORY     - Date     Condition        Report By
 JU1550  HISTORY     - UNK      MONUMENTED       PRR
 JU1550  HISTORY     - 1966     GOOD             CGS
 JU1550  HISTORY     - 20060924 GOOD             GEOCAC
 JU1550
 JU1550                          STATION DESCRIPTION
 JU1550
 JU1550'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1550'1.6 MI W FROM DOWNINGTOWN.
 JU1550'1.6 MILES WEST ALONG THE PENNSYLVANIA RAILROAD TRACK FROM THE
 JU1550'STATION IN DOWNINGTOWN, 300 FEET WEST OF MILE POST 34, 18.6 FEET
 JU1550'NORTH OF NORTH RAIL OF NORTH TRACK, SET IN THE TOP OF THE NORTHEAST
 JU1550'CORNER OF NORTH HEADWALL OF A UNDERPASS USED FOR A PIPELINE AND
 JU1550'IS ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK.
 JU1550
 JU1550                          STATION RECOVERY (2006)
 JU1550
 JU1550'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 JU1550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2271 ***********************************************************************
 KV2271  DESIGNATION -  342 USGS
 KV2271  PID         -  KV2271
 KV2271  STATE/COUNTY-  PA/BERKS
 KV2271  USGS QUAD   -  READING (1983)
 KV2271
 KV2271                         *CURRENT SURVEY CONTROL
 KV2271  ___________________________________________________________________
 KV2271* NAD 83(1986)-  40 19 35.     (N)    075 59 39.     (W)     SCALED    
 KV2271* NAVD 88     -       104.248  (meters)     342.02   (feet)  ADJUSTED  
 KV2271  ___________________________________________________________________
 KV2271  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 KV2271  DYNAMIC HT  -         104.194 (meters)     341.84  (feet)  COMP
 KV2271  MODELED GRAV-     980,110.4   (mgal)                       NAVD 88
 KV2271
 KV2271  VERT ORDER  -  FIRST     CLASS I
 KV2271
 KV2271.The horizontal coordinates were scaled from a topographic map and have
 KV2271.an estimated accuracy of +/- 6 seconds.
 KV2271
 KV2271.The orthometric height was determined by differential leveling
 KV2271.and adjusted by the National Geodetic Survey in June 1991..
 KV2271
 KV2271.The geoid height was determined by GEOID03.
 KV2271
 KV2271.The dynamic height is computed by dividing the NAVD 88
 KV2271.geopotential number by the normal gravity value computed on the
 KV2271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2271.degrees latitude (g = 980.6199 gals.).
 KV2271
 KV2271.The modeled gravity was interpolated from observed gravity values.
 KV2271
 KV2271;                    North         East    Units  Estimated Accuracy
 KV2271;SPC PA S     -   111,750.      749,210.      MT  (+/- 180 meters Scaled)
 KV2271
 KV2271                          SUPERSEDED SURVEY CONTROL
 KV2271
 KV2271  NGVD 29 (??/??/??)  104.480  (m)          342.78   (f) ADJUSTED    1 1
 KV2271
 KV2271.Superseded values are not recommended for survey control.
 KV2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2271.See file dsdata.txt to determine how the superseded data were derived.
 KV2271
 KV2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK155644(NAD 83)
 KV2271_MARKER: DD = SURVEY DISK
 KV2271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2271_SP_SET: UNDERPASS
 KV2271_STAMPING: 342 EOM 1946
 KV2271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2271+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2001
 KV2271
 KV2271  HISTORY     - Date     Condition        Report By
 KV2271  HISTORY     - 1946     MONUMENTED       USGS
 KV2271  HISTORY     - 1966     GOOD             CGS
 KV2271  HISTORY     - 20011220 GOOD             USPSQD
 KV2271  HISTORY     - 20041217 GOOD             USPSQD
 KV2271
 KV2271                          STATION DESCRIPTION
 KV2271
 KV2271'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2271'3.9 MI W FROM READING.
 KV2271'ABOUT 3.9 MILES WEST ALONG THE READING COMPANY RAILROAD FROM
 KV2271'THE NORTH STATION AT READING, OR ABOUT 1.9 MILES EAST ALONG THE
 KV2271'READING COMPANY RAILROAD FROM THE STATION AT SINKING SPRING, 1
 KV2271'POLE EAST OF FRACTIONAL MILEPOST 4/10, SET IN THE TOP OF THE
 KV2271'NORTH END OF THE WEST ABUTMENT OF THE WEST WYOMISSING BOULEVARD
 KV2271'UNDERPASS, 8 1/2 FEET NORTH OF THE NORTH RAIL OF THE NORTH SET
 KV2271'OF TRACKS, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 KV2271
 KV2271                          STATION RECOVERY (2001)
 KV2271
 KV2271'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV2271'RECOVERED IN GOOD CONDITION.
 KV2271
 KV2271                          STATION RECOVERY (2004)
 KV2271
 KV2271'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEQ)
 KV2271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0634 ***********************************************************************
 KW0634  DESIGNATION -  342 USGS
 KW0634  PID         -  KW0634
 KW0634  STATE/COUNTY-  PA/LANCASTER
 KW0634  USGS QUAD   -  EPHRATA (1992)
 KW0634
 KW0634                         *CURRENT SURVEY CONTROL
 KW0634  ___________________________________________________________________
 KW0634* NAD 83(1986)-  40 09 40.     (N)    076 14 09.     (W)     SCALED    
 KW0634* NAVD 88     -       103.894  (meters)     340.86   (feet)  ADJUSTED  
 KW0634  ___________________________________________________________________
 KW0634  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 KW0634  DYNAMIC HT  -         103.840 (meters)     340.68  (feet)  COMP
 KW0634  MODELED GRAV-     980,100.7   (mgal)                       NAVD 88
 KW0634
 KW0634  VERT ORDER  -  SECOND    CLASS 0
 KW0634
 KW0634.The horizontal coordinates were scaled from a topographic map and have
 KW0634.an estimated accuracy of +/- 6 seconds.
 KW0634
 KW0634.The orthometric height was determined by differential leveling
 KW0634.and adjusted by the National Geodetic Survey in June 1991..
 KW0634
 KW0634.The geoid height was determined by GEOID03.
 KW0634
 KW0634.The dynamic height is computed by dividing the NAVD 88
 KW0634.geopotential number by the normal gravity value computed on the
 KW0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0634.degrees latitude (g = 980.6199 gals.).
 KW0634
 KW0634.The modeled gravity was interpolated from observed gravity values.
 KW0634
 KW0634;                    North         East    Units  Estimated Accuracy
 KW0634;SPC PA S     -    93,020.      728,990.      MT  (+/- 180 meters Scaled)
 KW0634
 KW0634                          SUPERSEDED SURVEY CONTROL
 KW0634
 KW0634  NGVD 29 (??/??/??)  104.115  (m)          341.58   (f) ADJUSTED    2 0
 KW0634
 KW0634.Superseded values are not recommended for survey control.
 KW0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0634.See file dsdata.txt to determine how the superseded data were derived.
 KW0634
 KW0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK947463(NAD 83)
 KW0634_MARKER: Q = CHISELED SQUARE
 KW0634_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0634_SP_SET: BASE
 KW0634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0634
 KW0634  HISTORY     - Date     Condition        Report By
 KW0634  HISTORY     - UNK      MONUMENTED       USGS
 KW0634  HISTORY     - 1935     GOOD             CGS
 KW0634  HISTORY     - 20060128 MARK NOT FOUND   GEOCAC
 KW0634
 KW0634                          STATION DESCRIPTION
 KW0634
 KW0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0634'AT MILLWAY.
 KW0634'AT MILLWAY, LANCASTER COUNTY, 25 FEET WEST OF THE WEST END OF
 KW0634'THE READING CO. RAILWAY STATION, ON THE TOP OF THE BASE OF AN
 KW0634'ELECTRIC SIGNAL POST, AND SOUTH OF THE TRACK.  A CHISELED SQUARE.
 KW0634
 KW0634                          STATION RECOVERY (2006)
 KW0634
 KW0634'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0634'TRACKS HAVE BEEN REMOVED. AREA IS NOW A PARKING LOT FOR A BUSINESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1155 ***********************************************************************
 MA1155  DESIGNATION -  342+20
 MA1155  PID         -  MA1155
 MA1155  STATE/COUNTY-  PA/CLARION
 MA1155  USGS QUAD   -  FRYBURG (1977)
 MA1155
 MA1155                         *CURRENT SURVEY CONTROL
 MA1155  ___________________________________________________________________
 MA1155* NAD 83(1986)-  41 20 24.     (N)    079 26 18.     (W)     SCALED    
 MA1155* NAVD 88     -       471.049  (meters)    1545.43   (feet)  ADJUSTED  
 MA1155  ___________________________________________________________________
 MA1155  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 MA1155  DYNAMIC HT  -         470.831 (meters)    1544.72  (feet)  COMP
 MA1155  MODELED GRAV-     980,145.7   (mgal)                       NAVD 88
 MA1155
 MA1155  VERT ORDER  -  SECOND    CLASS 0
 MA1155
 MA1155.The horizontal coordinates were scaled from a topographic map and have
 MA1155.an estimated accuracy of +/- 6 seconds.
 MA1155
 MA1155.The orthometric height was determined by differential leveling
 MA1155.and adjusted by the National Geodetic Survey in June 1991..
 MA1155
 MA1155.The geoid height was determined by GEOID03.
 MA1155
 MA1155.The dynamic height is computed by dividing the NAVD 88
 MA1155.geopotential number by the normal gravity value computed on the
 MA1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1155.degrees latitude (g = 980.6199 gals.).
 MA1155
 MA1155.The modeled gravity was interpolated from observed gravity values.
 MA1155
 MA1155;                    North         East    Units  Estimated Accuracy
 MA1155;SPC PA N     -   131,680.      458,700.      MT  (+/- 180 meters Scaled)
 MA1155
 MA1155                          SUPERSEDED SURVEY CONTROL
 MA1155
 MA1155  NGVD 29 (??/??/92)  471.203  (m)         1545.94   (f) ADJ UNCH    2 0
 MA1155
 MA1155.Superseded values are not recommended for survey control.
 MA1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1155.See file dsdata.txt to determine how the superseded data were derived.
 MA1155
 MA1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF306776(NAD 83)
 MA1155_MARKER: DD = SURVEY DISK
 MA1155_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1155_SP_SET: BUILDING
 MA1155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1155
 MA1155  HISTORY     - Date     Condition        Report By
 MA1155  HISTORY     - UNK      MONUMENTED       PADH
 MA1155  HISTORY     - 1935     GOOD             NGS
 MA1155
 MA1155                          STATION DESCRIPTION
 MA1155
 MA1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1155'0.9 MI S FROM FRYBURG.
 MA1155'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 66 FROM THE JUNCTION
 MA1155'OF STATE HIGHWAY 157 AT FRYBURG, CLARION COUNTY, ABOUT 180 FEET
 MA1155'SOUTH OF AN ESSO SERVICE STATION, AT A 20-FOOT CONCRETE
 MA1155'SKEW-BRIDGE OVER A CREEK, IN THE TOP OF THE SOUTHWEST END OF
 MA1155'THE NORTHEAST WING WALL, 16 FEET EAST OF THE CENTER LINE OF THE
 MA1155'HIGHWAY, AND ABOUT LEVEL WITH THE ROADWAY.  A PENNSYLVANIA
 MA1155'DEPARTMENT OF HIGHWAYS STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2416 ***********************************************************************
 KX2416  DESIGNATION -  346
 KX2416  PID         -  KX2416
 KX2416  STATE/COUNTY-  PA/ALLEGHENY
 KX2416  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX2416
 KX2416                         *CURRENT SURVEY CONTROL
 KX2416  ___________________________________________________________________
 KX2416* NAD 83(1986)-  40 25 41.     (N)    079 59 05.     (W)     SCALED    
 KX2416* NAVD 88     -       230.226  (meters)     755.33   (feet)  ADJUSTED  
 KX2416  ___________________________________________________________________
 KX2416  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KX2416  DYNAMIC HT  -         230.106 (meters)     754.94  (feet)  COMP
 KX2416  MODELED GRAV-     980,098.6   (mgal)                       NAVD 88
 KX2416
 KX2416  VERT ORDER  -  SECOND    CLASS I
 KX2416
 KX2416.The horizontal coordinates were scaled from a topographic map and have
 KX2416.an estimated accuracy of +/- 6 seconds.
 KX2416
 KX2416.The orthometric height was determined by differential leveling
 KX2416.and adjusted by the National Geodetic Survey in September 1994..
 KX2416
 KX2416.The geoid height was determined by GEOID03.
 KX2416
 KX2416.The dynamic height is computed by dividing the NAVD 88
 KX2416.geopotential number by the normal gravity value computed on the
 KX2416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX2416.degrees latitude (g = 980.6199 gals.).
 KX2416
 KX2416.The modeled gravity was interpolated from observed gravity values.
 KX2416
 KX2416;                    North         East    Units  Estimated Accuracy
 KX2416;SPC PA S     -   123,950.      410,390.      MT  (+/- 180 meters Scaled)
 KX2416
 KX2416                          SUPERSEDED SURVEY CONTROL
 KX2416
 KX2416.No superseded survey control is available for this station.
 KX2416
 KX2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE861757(NAD 83)
 KX2416_MARKER: DB = BENCH MARK DISK
 KX2416_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KX2416_SP_SET: DOORSILL
 KX2416_STAMPING: 346
 KX2416_MARK LOGO: PA6600
 KX2416_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KX2416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX2416
 KX2416  HISTORY     - Date     Condition        Report By
 KX2416  HISTORY     - 1933     MONUMENTED       PA6600
 KX2416  HISTORY     - 19890721 GOOD             HARTMN
 KX2416
 KX2416                          STATION DESCRIPTION
 KX2416
 KX2416'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 KX2416'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 1.6, AT PITTSBURGH,
 KX2416'IN THE SOUTH SIDE SECTION, A CITY OF PITTSBURGH, DEPARTMENT OF PUBLIC
 KX2416'WORKS (D.P.W.) BENCHMARK DISK SET IN THE SOUTH END OF THE DOORSILL OF
 KX2416'GARAGE DOOR OF FORMER FIREHOUSE (TRUCK COMPANY NO. 1) NOW OCCUPIED BY
 KX2416'PITTSBURGH SANITARY CHEMICAL COMPANY, LOCATED ON THE EAST SIDE OF
 KX2416'14TH STREET, MIDWAY IN BLOCK BETWEEN EAST CARSON STREET AND SARAH
 KX2416'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1286 ***********************************************************************
 KX1286  DESIGNATION -  347 A
 KX1286  PID         -  KX1286
 KX1286  STATE/COUNTY-  PA/WASHINGTON
 KX1286  USGS QUAD   -  CALIFORNIA (1979)
 KX1286
 KX1286                         *CURRENT SURVEY CONTROL
 KX1286  ___________________________________________________________________
 KX1286* NAD 83(1986)-  40 04 52.     (N)    079 53 20.     (W)     SCALED    
 KX1286* NAVD 88     -       233.720  (meters)     766.80   (feet)  ADJUSTED  
 KX1286  ___________________________________________________________________
 KX1286  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KX1286  DYNAMIC HT  -         233.592 (meters)     766.38  (feet)  COMP
 KX1286  MODELED GRAV-     980,071.7   (mgal)                       NAVD 88
 KX1286
 KX1286  VERT ORDER  -  FIRST     CLASS II
 KX1286
 KX1286.The horizontal coordinates were scaled from a topographic map and have
 KX1286.an estimated accuracy of +/- 6 seconds.
 KX1286
 KX1286.The orthometric height was determined by differential leveling
 KX1286.and adjusted by the National Geodetic Survey in June 1991..
 KX1286
 KX1286.The geoid height was determined by GEOID03.
 KX1286
 KX1286.The dynamic height is computed by dividing the NAVD 88
 KX1286.geopotential number by the normal gravity value computed on the
 KX1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1286.degrees latitude (g = 980.6199 gals.).
 KX1286
 KX1286.The modeled gravity was interpolated from observed gravity values.
 KX1286
 KX1286;                    North         East    Units  Estimated Accuracy
 KX1286;SPC PA S     -    85,240.      417,590.      MT  (+/- 180 meters Scaled)
 KX1286
 KX1286                          SUPERSEDED SURVEY CONTROL
 KX1286
 KX1286  NGVD 29 (??/??/92)  233.907  (m)          767.41   (f) ADJ UNCH    1 2
 KX1286
 KX1286.Superseded values are not recommended for survey control.
 KX1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1286.See file dsdata.txt to determine how the superseded data were derived.
 KX1286
 KX1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE947373(NAD 83)
 KX1286_MARKER: DD = SURVEY DISK
 KX1286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1286_SP_SET: ABUTMENT
 KX1286_STAMPING: 347 A
 KX1286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1286
 KX1286  HISTORY     - Date     Condition        Report By
 KX1286  HISTORY     - UNK      MONUMENTED       DOD
 KX1286  HISTORY     - 1941     GOOD             NGS
 KX1286  HISTORY     - 1983     MARK NOT FOUND   NGS
 KX1286
 KX1286                          STATION DESCRIPTION
 KX1286
 KX1286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1286'2 MI N FROM CALIFORNIA.
 KX1286'2.0 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX1286'AT CALIFORNIA, 0.4 MILE EAST OF A COAL-MINE SHED OVER THE
 KX1286'TRACKS, AT BRIDGE NO. 46.90, IN THE SOUTH CORNER OF THE WEST
 KX1286'ABUTMENT, 4.8 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK,
 KX1286'AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A CORPS OF ENGINEERS,
 KX1286'U.S. ARMY, STANDARD DISK, STAMPED 347 A.
 KX1286
 KX1286                          STATION RECOVERY (1983)
 KX1286
 KX1286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1286'NOT RECOVERED, MARK LOCATION IS NOW INACCESSIBLE AND WAS NOT SEARCHED
 KX1286'FOR IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1585 ***********************************************************************
 MA1585  DESIGNATION -  35
 MA1585  PID         -  MA1585
 MA1585  STATE/COUNTY-  PA/CRAWFORD
 MA1585  USGS QUAD   -  SUGAR LAKE (1969)
 MA1585
 MA1585                         *CURRENT SURVEY CONTROL
 MA1585  ___________________________________________________________________
 MA1585* NAD 83(1986)-  41 34 01.     (N)    079 58 58.     (W)     SCALED    
 MA1585* NAVD 88     -       406.155  (meters)    1332.53   (feet)  ADJUSTED  
 MA1585  ___________________________________________________________________
 MA1585  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 MA1585  DYNAMIC HT  -         405.983 (meters)    1331.96  (feet)  COMP
 MA1585  MODELED GRAV-     980,188.3   (mgal)                       NAVD 88
 MA1585
 MA1585  VERT ORDER  -  SECOND    CLASS 0
 MA1585
 MA1585.The horizontal coordinates were scaled from a topographic map and have
 MA1585.an estimated accuracy of +/- 6 seconds.
 MA1585
 MA1585.The orthometric height was determined by differential leveling
 MA1585.and adjusted by the National Geodetic Survey in June 1991..
 MA1585
 MA1585.The geoid height was determined by GEOID03.
 MA1585
 MA1585.The dynamic height is computed by dividing the NAVD 88
 MA1585.geopotential number by the normal gravity value computed on the
 MA1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1585.degrees latitude (g = 980.6199 gals.).
 MA1585
 MA1585.The modeled gravity was interpolated from observed gravity values.
 MA1585
 MA1585;                    North         East    Units  Estimated Accuracy
 MA1585;SPC PA N     -   157,910.      413,790.      MT  (+/- 180 meters Scaled)
 MA1585
 MA1585                          SUPERSEDED SURVEY CONTROL
 MA1585
 MA1585  NGVD 29 (??/??/92)  406.328  (m)         1333.09   (f) ADJ UNCH    2 0
 MA1585
 MA1585.Superseded values are not recommended for survey control.
 MA1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1585.See file dsdata.txt to determine how the superseded data were derived.
 MA1585
 MA1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG848021(NAD 83)
 MA1585_MARKER: DD = SURVEY DISK
 MA1585_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1585_SP_SET: GAS PUMP FOUNDATION
 MA1585_STAMPING: 35 BRP 1964
 MA1585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1585
 MA1585  HISTORY     - Date     Condition        Report By
 MA1585  HISTORY     - 1964     MONUMENTED       USGS
 MA1585  HISTORY     - 1967     GOOD             NGS
 MA1585  HISTORY     - 20000801 GOOD             PADT
 MA1585
 MA1585                          STATION DESCRIPTION
 MA1585
 MA1585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1585'5.2 MI N FROM COCHRANTON.
 MA1585'5.2 MILES NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE IN
 MA1585'COCHRANTON, 104 FEET NORTH OF THE APPROXIMATE CENTER OF A
 MA1585'CROSSROAD, 42 FEET WEST OF THE CENTERLINE OF HIGHWAY, SET IN THE
 MA1585'TOP OF THE NORTH END OF CONCRETE FOUNDATION FOR TWO GAS PUMPS
 MA1585'AND IS ABOUT LEVEL WITH THE HIGHWAY.
 MA1585
 MA1585                          STATION RECOVERY (2000)
 MA1585
 MA1585'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 MA1585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1018 ***********************************************************************
 MA1018  DESIGNATION -  35
 MA1018  PID         -  MA1018
 MA1018  STATE/COUNTY-  PA/JEFFERSON
 MA1018  USGS QUAD   -  SUMMERVILLE (1969)
 MA1018
 MA1018                         *CURRENT SURVEY CONTROL
 MA1018  ___________________________________________________________________
 MA1018* NAD 83(1986)-  41 05 25.     (N)    079 10 55.     (W)     SCALED    
 MA1018* NAVD 88     -       352.254  (meters)    1155.69   (feet)  ADJUSTED  
 MA1018  ___________________________________________________________________
 MA1018  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 MA1018  DYNAMIC HT  -         352.087 (meters)    1155.14  (feet)  COMP
 MA1018  MODELED GRAV-     980,139.4   (mgal)                       NAVD 88
 MA1018
 MA1018  VERT ORDER  -  SECOND    CLASS 0
 MA1018
 MA1018.The horizontal coordinates were scaled from a topographic map and have
 MA1018.an estimated accuracy of +/- 6 seconds.
 MA1018
 MA1018.The orthometric height was determined by differential leveling
 MA1018.and adjusted by the National Geodetic Survey in June 1991..
 MA1018
 MA1018.The geoid height was determined by GEOID03.
 MA1018
 MA1018.The dynamic height is computed by dividing the NAVD 88
 MA1018.geopotential number by the normal gravity value computed on the
 MA1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1018.degrees latitude (g = 980.6199 gals.).
 MA1018
 MA1018.The modeled gravity was interpolated from observed gravity values.
 MA1018
 MA1018;                    North         East    Units  Estimated Accuracy
 MA1018;SPC PA N     -   103,570.      479,700.      MT  (+/- 180 meters Scaled)
 MA1018
 MA1018                          SUPERSEDED SURVEY CONTROL
 MA1018
 MA1018  NGVD 29 (??/??/92)  352.425  (m)         1156.25   (f) ADJ UNCH    2 0
 MA1018
 MA1018.Superseded values are not recommended for survey control.
 MA1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1018.See file dsdata.txt to determine how the superseded data were derived.
 MA1018
 MA1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF526503(NAD 83)
 MA1018_MARKER: Q = CHISELED SQUARE
 MA1018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1018_SP_SET: ABUTMENT
 MA1018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1018
 MA1018  HISTORY     - Date     Condition        Report By
 MA1018  HISTORY     - UNK      MONUMENTED       PRR
 MA1018  HISTORY     - 1935     GOOD             NGS
 MA1018
 MA1018                          STATION DESCRIPTION
 MA1018
 MA1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1018'AT HEATHVILLE.
 MA1018'AT HEATHVILLE, JEFFERSON COUNTY, ABOUT 0.1 MILE WEST OF THE
 MA1018'PENNSYLVANIA RAILROAD STATION, AT 60-FOOT SPAN GIRDER BRIDGE
 MA1018'31.43 OVER BEAVER RUN, ON THE TOP OF THE WEST MASONRY ABUTMENT,
 MA1018'AND ABOUT 1-1/2 FEET LOWER THAN THE TOP OF THE RAIL.  A CHISELED
 MA1018'SQUARE, MARKED B.M. 35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0616 ***********************************************************************
 KX0616  DESIGNATION -  35
 KX0616  PID         -  KX0616
 KX0616  STATE/COUNTY-  PA/BEDFORD
 KX0616  USGS QUAD   -  BEDFORD (1987)
 KX0616
 KX0616                         *CURRENT SURVEY CONTROL
 KX0616  ___________________________________________________________________
 KX0616* NAD 83(1986)-  40 06 09.     (N)    078 31 45.     (W)     SCALED    
 KX0616* NAVD 88     -       329.170  (meters)    1079.95   (feet)  ADJUSTED  
 KX0616  ___________________________________________________________________
 KX0616  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KX0616  DYNAMIC HT  -         328.983 (meters)    1079.34  (feet)  COMP
 KX0616  MODELED GRAV-     980,051.4   (mgal)                       NAVD 88
 KX0616
 KX0616  VERT ORDER  -  SECOND    CLASS 0
 KX0616
 KX0616.The horizontal coordinates were scaled from a topographic map and have
 KX0616.an estimated accuracy of +/- 6 seconds.
 KX0616
 KX0616.The orthometric height was determined by differential leveling
 KX0616.and adjusted by the National Geodetic Survey in June 1991..
 KX0616
 KX0616.The geoid height was determined by GEOID03.
 KX0616
 KX0616.The dynamic height is computed by dividing the NAVD 88
 KX0616.geopotential number by the normal gravity value computed on the
 KX0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0616.degrees latitude (g = 980.6199 gals.).
 KX0616
 KX0616.The modeled gravity was interpolated from observed gravity values.
 KX0616
 KX0616;                    North         East    Units  Estimated Accuracy
 KX0616;SPC PA S     -    85,700.      533,570.      MT  (+/- 180 meters Scaled)
 KX0616
 KX0616                          SUPERSEDED SURVEY CONTROL
 KX0616
 KX0616  NGVD 29 (??/??/92)  329.328  (m)         1080.47   (f) ADJ UNCH    2 0
 KX0616
 KX0616.Superseded values are not recommended for survey control.
 KX0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0616.See file dsdata.txt to determine how the superseded data were derived.
 KX0616
 KX0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE106420(NAD 83)
 KX0616_MARKER: Q = CHISELED SQUARE
 KX0616_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0616_SP_SET: ABUTMENT
 KX0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0616
 KX0616  HISTORY     - Date     Condition        Report By
 KX0616  HISTORY     - UNK      MONUMENTED       PRR
 KX0616  HISTORY     - 1967     GOOD             NGS
 KX0616
 KX0616                          STATION DESCRIPTION
 KX0616
 KX0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0616'AT CESSNA.
 KX0616'AT CESSNA, BEDFORD COUNTY, ABOUT 800 FEET WEST OF THE PENNSYLVANIA
 KX0616'RAILROAD STATION, AT THE EAST ABUTMENT OF BRIDGE 36.68 OVER
 KX0616'DUNNINGS CREEK, AND ON THE TOP OF THE NORTH END.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0920 ***********************************************************************
 KX0920  DESIGNATION -  35
 KX0920  PID         -  KX0920
 KX0920  STATE/COUNTY-  PA/INDIANA
 KX0920  USGS QUAD   -  INDIANA (1981)
 KX0920
 KX0920                         *CURRENT SURVEY CONTROL
 KX0920  ___________________________________________________________________
 KX0920* NAD 83(1986)-  40 37 17.     (N)    079 11 44.     (W)     SCALED    
 KX0920* NAVD 88     -       392.013  (meters)    1286.13   (feet)  ADJUSTED  
 KX0920  ___________________________________________________________________
 KX0920  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KX0920  DYNAMIC HT  -         391.810 (meters)    1285.46  (feet)  COMP
 KX0920  MODELED GRAV-     980,095.1   (mgal)                       NAVD 88
 KX0920
 KX0920  VERT ORDER  -  SECOND    CLASS 0
 KX0920
 KX0920.The horizontal coordinates were scaled from a topographic map and have
 KX0920.an estimated accuracy of +/- 6 seconds.
 KX0920
 KX0920.The orthometric height was determined by differential leveling
 KX0920.and adjusted by the National Geodetic Survey in June 1991..
 KX0920
 KX0920.The geoid height was determined by GEOID03.
 KX0920
 KX0920.The dynamic height is computed by dividing the NAVD 88
 KX0920.geopotential number by the normal gravity value computed on the
 KX0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0920.degrees latitude (g = 980.6199 gals.).
 KX0920
 KX0920.The modeled gravity was interpolated from observed gravity values.
 KX0920
 KX0920;                    North         East    Units  Estimated Accuracy
 KX0920;SPC PA S     -   144,020.      477,700.      MT  (+/- 180 meters Scaled)
 KX0920
 KX0920                          SUPERSEDED SURVEY CONTROL
 KX0920
 KX0920  NGVD 29 (??/??/92)  392.192  (m)         1286.72   (f) ADJ UNCH    2 0
 KX0920
 KX0920.Superseded values are not recommended for survey control.
 KX0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0920.See file dsdata.txt to determine how the superseded data were derived.
 KX0920
 KX0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE526982(NAD 83)
 KX0920_MARKER: DD = SURVEY DISK
 KX0920_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0920_SP_SET: BRIDGE
 KX0920_STAMPING: 35 JEA USGS 1961
 KX0920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0920
 KX0920  HISTORY     - Date     Condition        Report By
 KX0920  HISTORY     - 1961     MONUMENTED       USGS
 KX0920  HISTORY     - 1967     GOOD             NGS
 KX0920  HISTORY     - 20000501 GOOD             PADT
 KX0920  HISTORY     - 20020603 POOR             PADT
 KX0920
 KX0920                          STATION DESCRIPTION
 KX0920
 KX0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0920'2.3 MI W FROM INDIANA.
 KX0920'2.3 MILES WEST ALONG U.S. HIGHWAY 422 FROM THE COURTHOUSE IN
 KX0920'INDIANA, SET IN THE TOP OF THE NORTHEAST WINGWALL OF A BRIDGE,
 KX0920'21 FEET NORTH OF CENTERLINE OF HIGHWAY AND IS ABOUT 1 FOOT BELOW
 KX0920'LEVEL OF HIGHWAY.
 KX0920
 KX0920                          STATION RECOVERY (2000)
 KX0920
 KX0920'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (AMG)
 KX0920'RECOVERED IN GOOD CONDITION.
 KX0920
 KX0920                          STATION RECOVERY (2002)
 KX0920
 KX0920'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (BJA)
 KX0920'WING WALL HAS MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2490 ***********************************************************************
 KV2490  DESIGNATION -  35 PRR
 KV2490  PID         -  KV2490
 KV2490  STATE/COUNTY-  PA/CHESTER
 KV2490  USGS QUAD   -  DOWNINGTOWN (1983)
 KV2490
 KV2490                         *CURRENT SURVEY CONTROL
 KV2490  ___________________________________________________________________
 KV2490* NAD 83(1986)-  40 00 09.     (N)    075 42 28.     (W)     SCALED    
 KV2490* NAVD 88     -        77.569  (meters)     254.49   (feet)  ADJUSTED  
 KV2490  ___________________________________________________________________
 KV2490  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 KV2490  DYNAMIC HT  -          77.530 (meters)     254.36  (feet)  COMP
 KV2490  MODELED GRAV-     980,129.2   (mgal)                       NAVD 88
 KV2490
 KV2490  VERT ORDER  -  SECOND    CLASS 0
 KV2490
 KV2490.The horizontal coordinates were scaled from a topographic map and have
 KV2490.an estimated accuracy of +/- 6 seconds.
 KV2490
 KV2490.The orthometric height was determined by differential leveling
 KV2490.and adjusted by the National Geodetic Survey in June 1991..
 KV2490
 KV2490.The geoid height was determined by GEOID03.
 KV2490
 KV2490.The dynamic height is computed by dividing the NAVD 88
 KV2490.geopotential number by the normal gravity value computed on the
 KV2490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2490.degrees latitude (g = 980.6199 gals.).
 KV2490
 KV2490.The modeled gravity was interpolated from observed gravity values.
 KV2490
 KV2490;                    North         East    Units  Estimated Accuracy
 KV2490;SPC PA S     -    76,320.      774,370.      MT  (+/- 180 meters Scaled)
 KV2490
 KV2490                          SUPERSEDED SURVEY CONTROL
 KV2490
 KV2490  NGVD 29 (??/??/??)   77.846  (m)          255.40   (f) ADJUSTED    2 0
 KV2490
 KV2490.Superseded values are not recommended for survey control.
 KV2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2490.See file dsdata.txt to determine how the superseded data were derived.
 KV2490
 KV2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK395282(NAD 83)
 KV2490_MARKER: B = BOLT
 KV2490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2490_SP_SET: OVERPASS WALL
 KV2490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2490
 KV2490  HISTORY     - Date     Condition        Report By
 KV2490  HISTORY     - 1955     MONUMENTED       PRR
 KV2490  HISTORY     - 1966     GOOD             CGS
 KV2490  HISTORY     - 19910330 GOOD             USPSQD
 KV2490  HISTORY     - 20000311 GOOD             USPSQD
 KV2490  HISTORY     - 20030329 GOOD             USPSQD
 KV2490
 KV2490                          STATION DESCRIPTION
 KV2490
 KV2490'DESCRIBED BY PENNSYLVANIA RAILROAD 1955
 KV2490'0.2 MI NE FROM DOWNINGTOWN.
 KV2490'ABOUT 0.2 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV2490'STATION AT DOWNINGTOWN, A COPPER BOLT IN THE TOP OF THE EAST END
 KV2490'OF NORTH STONE HEAD WALL OF STONE MASONRY ARCH OVERPASS OF
 KV2490'RAILROAD OVER VIADUCT AVENUE, 39 FEET NORTH OF NORTH RAIL OF
 KV2490'NORTH TRACK AND ABOUT 6 FEET BELOW LEVEL OF TRACK.
 KV2490
 KV2490                          STATION RECOVERY (1966)
 KV2490
 KV2490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KV2490'RECOVERED IN GOOD CONDITION.
 KV2490
 KV2490                          STATION RECOVERY (1991)
 KV2490
 KV2490'RECOVERY NOTE BY US POWER SQUADRON 1991 (RLB)
 KV2490'RECOVERED IN GOOD CONDITION.
 KV2490
 KV2490                          STATION RECOVERY (2000)
 KV2490
 KV2490'RECOVERY NOTE BY US POWER SQUADRON 2000
 KV2490'RECOVERED IN GOOD CONDITION.
 KV2490
 KV2490                          STATION RECOVERY (2003)
 KV2490
 KV2490'RECOVERY NOTE BY US POWER SQUADRON 2003 (GEA)
 KV2490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1377 ***********************************************************************
 KW1377  DESIGNATION -  35 PRR
 KW1377  PID         -  KW1377
 KW1377  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW1377  USGS QUAD   -  PILLOW (1975)
 KW1377
 KW1377                         *CURRENT SURVEY CONTROL
 KW1377  ___________________________________________________________________
 KW1377* NAD 83(1986)-  40 40 59.     (N)    076 51 56.     (W)     SCALED    
 KW1377* NAVD 88     -       127.977  (meters)     419.87   (feet)  ADJUSTED  
 KW1377  ___________________________________________________________________
 KW1377  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KW1377  DYNAMIC HT  -         127.917 (meters)     419.67  (feet)  COMP
 KW1377  MODELED GRAV-     980,154.4   (mgal)                       NAVD 88
 KW1377
 KW1377  VERT ORDER  -  FIRST     CLASS II
 KW1377
 KW1377.The horizontal coordinates were scaled from a topographic map and have
 KW1377.an estimated accuracy of +/- 6 seconds.
 KW1377
 KW1377.The orthometric height was determined by differential leveling
 KW1377.and adjusted by the National Geodetic Survey in June 1991..
 KW1377
 KW1377.The geoid height was determined by GEOID03.
 KW1377
 KW1377.The dynamic height is computed by dividing the NAVD 88
 KW1377.geopotential number by the normal gravity value computed on the
 KW1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1377.degrees latitude (g = 980.6199 gals.).
 KW1377
 KW1377.The modeled gravity was interpolated from observed gravity values.
 KW1377
 KW1377;                    North         East    Units  Estimated Accuracy
 KW1377;SPC PA N     -    57,730.      674,770.      MT  (+/- 180 meters Scaled)
 KW1377
 KW1377                          SUPERSEDED SURVEY CONTROL
 KW1377
 KW1377  NGVD 29 (??/??/??)  128.206  (m)          420.62   (f) ADJUSTED    1 2
 KW1377
 KW1377.Superseded values are not recommended for survey control.
 KW1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1377.See file dsdata.txt to determine how the superseded data were derived.
 KW1377
 KW1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL423052(NAD 83)
 KW1377_MARKER: Q = CHISELED SQUARE
 KW1377_SETTING: 66 = SET IN ROCK OUTCROP
 KW1377_SP_SET: ROCK OUTCROP
 KW1377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW1377+STABILITY: POSITION/ELEVATION WELL
 KW1377
 KW1377  HISTORY     - Date     Condition        Report By
 KW1377  HISTORY     - UNK      MONUMENTED       PRR
 KW1377  HISTORY     - 1941     GOOD             CGS
 KW1377  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW1377
 KW1377                          STATION DESCRIPTION
 KW1377
 KW1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1377'2.2 MI SW FROM HERNDON.
 KW1377'2.2 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1377'STATION AT HERNDON, ABOUT 1,057 FEET SOUTHWEST OF THE
 KW1377'SOUTHWEST EDGE OF THE SWITCHMANS TOWER AT FIDLER, 7.6 FEET
 KW1377'NORTHEAST OF MILEPOST 125, 8.1 FEET SOUTHEAST OF THE SOUTHEAST
 KW1377'RAIL OF THE NORTH-BOUND TRACK, ON A ROCK OUTCROP, ABOUT LEVEL WITH
 KW1377'THE TOP OF THE RAIL.  AN OUTLINED SQUARE, MARKED BM 35.
 KW1377
 KW1377                          STATION RECOVERY (1989)
 KW1377
 KW1377'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1818 ***********************************************************************
 KW1818  DESIGNATION -  35.24 PRR
 KW1818  PID         -  KW1818
 KW1818  STATE/COUNTY-  PA/CUMBERLAND
 KW1818  USGS QUAD   -  WALNUT BOTTOM (1977)
 KW1818
 KW1818                         *CURRENT SURVEY CONTROL
 KW1818  ___________________________________________________________________
 KW1818* NAD 83(1986)-  40 06 52.     (N)    077 28 09.     (W)     SCALED    
 KW1818* NAVD 88     -       181.808  (meters)     596.48   (feet)  ADJUSTED  
 KW1818  ___________________________________________________________________
 KW1818  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 KW1818  DYNAMIC HT  -         181.708 (meters)     596.15  (feet)  COMP
 KW1818  MODELED GRAV-     980,075.3   (mgal)                       NAVD 88
 KW1818
 KW1818  VERT ORDER  -  FIRST     CLASS II
 KW1818
 KW1818.The horizontal coordinates were scaled from a topographic map and have
 KW1818.an estimated accuracy of +/- 6 seconds.
 KW1818
 KW1818.The orthometric height was determined by differential leveling
 KW1818.and adjusted by the National Geodetic Survey in June 1991..
 KW1818
 KW1818.The geoid height was determined by GEOID03.
 KW1818
 KW1818.The dynamic height is computed by dividing the NAVD 88
 KW1818.geopotential number by the normal gravity value computed on the
 KW1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1818.degrees latitude (g = 980.6199 gals.).
 KW1818
 KW1818.The modeled gravity was interpolated from observed gravity values.
 KW1818
 KW1818;                    North         East    Units  Estimated Accuracy
 KW1818;SPC PA S     -    86,770.      623,940.      MT  (+/- 180 meters Scaled)
 KW1818
 KW1818                          SUPERSEDED SURVEY CONTROL
 KW1818
 KW1818  NGVD 29 (??/??/??)  182.011  (m)          597.15   (f) ADJUSTED    1 2
 KW1818
 KW1818.Superseded values are not recommended for survey control.
 KW1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1818.See file dsdata.txt to determine how the superseded data were derived.
 KW1818
 KW1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK895433(NAD 83)
 KW1818_MARKER: B = BOLT
 KW1818_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1818_SP_SET: BRIDGE
 KW1818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1818
 KW1818  HISTORY     - Date     Condition        Report By
 KW1818  HISTORY     - UNK      MONUMENTED       PRR
 KW1818  HISTORY     - 1934     GOOD             CGS
 KW1818  HISTORY     - 20060216 MARK NOT FOUND   GEOCAC
 KW1818
 KW1818                          STATION DESCRIPTION
 KW1818
 KW1818'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1818'1 MI SW FROM OAKVILLE.
 KW1818'1 MILE SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1818'STATION AT OAKVILLE, CUMBERLAND COUNTY, AT BRIDGE 35.24 OVER
 KW1818'A DIRT ROAD, IN THE TOP OF THE SOUTH CONCRETE WALL, AND AT
 KW1818'THE CENTER RAILING SUPPORT.  A BRASS BOLT.
 KW1818
 KW1818                          STATION RECOVERY (2006)
 KW1818
 KW1818'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW1818'RAILROAD TRACKS HAVE BEEN REMOVED AND AREA HAS BEEN CONVERTED TO A
 KW1818'WALKING TRAIL - BRIDGE HAS EITHER BEEN REMOVED OR COVERED WITH FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1609 ***********************************************************************
 JV1609  DESIGNATION -  354 USGS
 JV1609  PID         -  JV1609
 JV1609  STATE/COUNTY-  PA/YORK
 JV1609  USGS QUAD   -  RED LION (1973)
 JV1609
 JV1609                         *CURRENT SURVEY CONTROL
 JV1609  ___________________________________________________________________
 JV1609* NAD 83(1986)-  39 59 52.     (N)    076 36 37.     (W)     SCALED    
 JV1609* NAVD 88     -       108.389  (meters)     355.61   (feet)  ADJUSTED  
 JV1609  ___________________________________________________________________
 JV1609  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JV1609  DYNAMIC HT  -         108.333 (meters)     355.42  (feet)  COMP
 JV1609  MODELED GRAV-     980,107.3   (mgal)                       NAVD 88
 JV1609
 JV1609  VERT ORDER  -  SECOND    CLASS 0
 JV1609
 JV1609.The horizontal coordinates were scaled from a topographic map and have
 JV1609.an estimated accuracy of +/- 6 seconds.
 JV1609
 JV1609.The orthometric height was determined by differential leveling
 JV1609.and adjusted by the National Geodetic Survey in June 1991..
 JV1609
 JV1609.The geoid height was determined by GEOID03.
 JV1609
 JV1609.The dynamic height is computed by dividing the NAVD 88
 JV1609.geopotential number by the normal gravity value computed on the
 JV1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1609.degrees latitude (g = 980.6199 gals.).
 JV1609
 JV1609.The modeled gravity was interpolated from observed gravity values.
 JV1609
 JV1609;                    North         East    Units  Estimated Accuracy
 JV1609;SPC PA S     -    74,400.      697,330.      MT  (+/- 180 meters Scaled)
 JV1609
 JV1609                          SUPERSEDED SURVEY CONTROL
 JV1609
 JV1609  NGVD 29 (??/??/??)  108.642  (m)          356.44   (f) ADJUSTED    2 0
 JV1609
 JV1609.Superseded values are not recommended for survey control.
 JV1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1609.See file dsdata.txt to determine how the superseded data were derived.
 JV1609
 JV1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK625287(NAD 83)
 JV1609_MARKER: DD = SURVEY DISK
 JV1609_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1609_SP_SET: BRIDGE
 JV1609_STAMPING: 354
 JV1609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1609
 JV1609  HISTORY     - Date     Condition        Report By
 JV1609  HISTORY     - UNK      MONUMENTED       USGS
 JV1609  HISTORY     - 1935     GOOD             CGS
 JV1609
 JV1609                          STATION DESCRIPTION
 JV1609
 JV1609'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1609'5.3 MI W FROM WRIGHTSVILLE.
 JV1609'5.3 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JV1609'AT WRIGHTSVILLE, YORK COUNTY, ABOUT 1250 FEET WEST OF THE STATION
 JV1609'AT HELLAM, AND IN THE TOP OF THE NORTHEAST ABUTMENT OF BRIDGE
 JV1609'6.53.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 JV1609'354.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2417 ***********************************************************************
 KX2417  DESIGNATION -  356
 KX2417  PID         -  KX2417
 KX2417  STATE/COUNTY-  PA/ALLEGHENY
 KX2417  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX2417
 KX2417                         *CURRENT SURVEY CONTROL
 KX2417  ___________________________________________________________________
 KX2417* NAD 83(1986)-  40 25 34.     (N)    079 58 34.     (W)     SCALED    
 KX2417* NAVD 88     -       236.483  (meters)     775.86   (feet)  ADJUSTED  
 KX2417  ___________________________________________________________________
 KX2417  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KX2417  DYNAMIC HT  -         236.360 (meters)     775.46  (feet)  COMP
 KX2417  MODELED GRAV-     980,098.3   (mgal)                       NAVD 88
 KX2417
 KX2417  VERT ORDER  -  SECOND    CLASS I
 KX2417
 KX2417.The horizontal coordinates were scaled from a topographic map and have
 KX2417.an estimated accuracy of +/- 6 seconds.
 KX2417
 KX2417.The orthometric height was determined by differential leveling
 KX2417.and adjusted by the National Geodetic Survey in September 1994..
 KX2417
 KX2417.The geoid height was determined by GEOID03.
 KX2417
 KX2417.The dynamic height is computed by dividing the NAVD 88
 KX2417.geopotential number by the normal gravity value computed on the
 KX2417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX2417.degrees latitude (g = 980.6199 gals.).
 KX2417
 KX2417.The modeled gravity was interpolated from observed gravity values.
 KX2417
 KX2417;                    North         East    Units  Estimated Accuracy
 KX2417;SPC PA S     -   123,720.      411,120.      MT  (+/- 180 meters Scaled)
 KX2417
 KX2417                          SUPERSEDED SURVEY CONTROL
 KX2417
 KX2417.No superseded survey control is available for this station.
 KX2417
 KX2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE868755(NAD 83)
 KX2417_MARKER: DB = BENCH MARK DISK
 KX2417_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KX2417_SP_SET: DOORSILL
 KX2417_STAMPING: 356
 KX2417_MARK LOGO: PA6600
 KX2417_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KX2417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX2417+STABILITY: SURFACE MOTION
 KX2417
 KX2417  HISTORY     - Date     Condition        Report By
 KX2417  HISTORY     - 1933     MONUMENTED       PA6600
 KX2417  HISTORY     - 19890721 GOOD             HARTMN
 KX2417
 KX2417                          STATION DESCRIPTION
 KX2417
 KX2417'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 KX2417'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 2.2, AT PITTSBURGH,
 KX2417'IN THE SOUTH SIDE SECTION, A CITY OF PITTSBURGH, DEPARTMENT OF PUBLIC
 KX2417'WORKS (D.P.W.) BENCHMARK DISK SET IN A DOORSILL OF THE FORMER
 KX2417'DUQUESNE BREWERY BREWHOUSE WHICH IS AT THE SOUTHEAST CORNER OF THE
 KX2417'INTERSECTION OF SOUTH 21ST STREET AND MARY STREET.  THE DOORWAY IS ON
 KX2417'THE EAST SIDE OF 21ST STREET AND SOUTH OF MARY STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0744 ***********************************************************************
 KW0744  DESIGNATION -  359 USGS
 KW0744  PID         -  KW0744
 KW0744  STATE/COUNTY-  PA/LANCASTER
 KW0744  USGS QUAD   -  LEOLA (1992)
 KW0744
 KW0744                         *CURRENT SURVEY CONTROL
 KW0744  ___________________________________________________________________
 KW0744* NAD 83(1986)-  40 02 22.     (N)    076 10 59.     (W)     SCALED    
 KW0744* NAVD 88     -       108.856  (meters)     357.14   (feet)  ADJUSTED  
 KW0744  ___________________________________________________________________
 KW0744  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KW0744  DYNAMIC HT  -         108.799 (meters)     356.95  (feet)  COMP
 KW0744  MODELED GRAV-     980,108.9   (mgal)                       NAVD 88
 KW0744
 KW0744  VERT ORDER  -  SECOND    CLASS 0
 KW0744
 KW0744.The horizontal coordinates were scaled from a topographic map and have
 KW0744.an estimated accuracy of +/- 6 seconds.
 KW0744
 KW0744.The orthometric height was determined by differential leveling
 KW0744.and adjusted by the National Geodetic Survey in June 1991..
 KW0744
 KW0744.The geoid height was determined by GEOID03.
 KW0744
 KW0744.The dynamic height is computed by dividing the NAVD 88
 KW0744.geopotential number by the normal gravity value computed on the
 KW0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0744.degrees latitude (g = 980.6199 gals.).
 KW0744
 KW0744.The modeled gravity was interpolated from observed gravity values.
 KW0744
 KW0744;                    North         East    Units  Estimated Accuracy
 KW0744;SPC PA S     -    79,590.      733,720.      MT  (+/- 180 meters Scaled)
 KW0744
 KW0744                          SUPERSEDED SURVEY CONTROL
 KW0744
 KW0744  NGVD 29 (??/??/??)  109.126  (m)          358.02   (f) ADJUSTED    2 0
 KW0744
 KW0744.Superseded values are not recommended for survey control.
 KW0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0744.See file dsdata.txt to determine how the superseded data were derived.
 KW0744
 KW0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK990328(NAD 83)
 KW0744_MARKER: DD = SURVEY DISK
 KW0744_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0744_SP_SET: RETAINING WALL
 KW0744_STAMPING: 359
 KW0744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0744_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0744+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2004
 KW0744
 KW0744  HISTORY     - Date     Condition        Report By
 KW0744  HISTORY     - UNK      MONUMENTED       USGS
 KW0744  HISTORY     - 1935     GOOD             CGS
 KW0744  HISTORY     - 1944     GOOD             LOCENG
 KW0744  HISTORY     - 20040620 GOOD             GEOCAC
 KW0744
 KW0744                          STATION DESCRIPTION
 KW0744
 KW0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0744'0.1 MI W FROM BIRD IN HAND.
 KW0744'ABOUT 0.1 MILE WEST ALONG THE PENNSYVLANIA RAILROAD FROM THE
 KW0744'STATION AT BIRD-IN-HAND, LANCASTER COUNTY, ABOUT 100 FEET WEST
 KW0744'OF A PRIVATE UNDERPASS, AT THE EAST END OF AN OLD OVERPASS, IN
 KW0744'THE TOP OF THE SOUTH RETAINING WALL, AND ABOUT 1/2 FOOT ABOVE
 KW0744'GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 KW0744'359.
 KW0744
 KW0744                          STATION RECOVERY (1944)
 KW0744
 KW0744'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944
 KW0744'RECOVERED IN GOOD CONDITION.
 KW0744
 KW0744                          STATION RECOVERY (2004)
 KW0744
 KW0744'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0312 ***********************************************************************
 MA0312  DESIGNATION -  36
 MA0312  PID         -  MA0312
 MA0312  STATE/COUNTY-  PA/CAMERON
 MA0312  USGS QUAD   -  CAMERON (1971)
 MA0312
 MA0312                         *CURRENT SURVEY CONTROL
 MA0312  ___________________________________________________________________
 MA0312* NAD 83(1986)-  41 23 35.     (N)    078 11 16.     (W)     SCALED    
 MA0312* NAVD 88     -       271.889  (meters)     892.02   (feet)  ADJUSTED  
 MA0312  ___________________________________________________________________
 MA0312  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 MA0312  DYNAMIC HT  -         271.772 (meters)     891.64  (feet)  COMP
 MA0312  MODELED GRAV-     980,188.0   (mgal)                       NAVD 88
 MA0312
 MA0312  VERT ORDER  -  SECOND    CLASS 0
 MA0312
 MA0312.The horizontal coordinates were scaled from a topographic map and have
 MA0312.an estimated accuracy of +/- 6 seconds.
 MA0312
 MA0312.The orthometric height was determined by differential leveling
 MA0312.and adjusted by the National Geodetic Survey in June 1991..
 MA0312
 MA0312.The geoid height was determined by GEOID03.
 MA0312
 MA0312.The dynamic height is computed by dividing the NAVD 88
 MA0312.geopotential number by the normal gravity value computed on the
 MA0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0312.degrees latitude (g = 980.6199 gals.).
 MA0312
 MA0312.The modeled gravity was interpolated from observed gravity values.
 MA0312
 MA0312;                    North         East    Units  Estimated Accuracy
 MA0312;SPC PA N     -   136,290.      563,390.      MT  (+/- 180 meters Scaled)
 MA0312
 MA0312                          SUPERSEDED SURVEY CONTROL
 MA0312
 MA0312  NGVD 29 (??/??/92)  272.057  (m)          892.57   (f) ADJ UNCH    2 0
 MA0312
 MA0312.Superseded values are not recommended for survey control.
 MA0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0312.See file dsdata.txt to determine how the superseded data were derived.
 MA0312
 MA0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF351862(NAD 83)
 MA0312_MARKER: Q = CHISELED SQUARE
 MA0312_SETTING: 66 = SET IN ROCK OUTCROP
 MA0312_SP_SET: ROCK SHELF
 MA0312_STAMPING: BM 36
 MA0312_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA0312+STABILITY: POSITION/ELEVATION WELL
 MA0312
 MA0312  HISTORY     - Date     Condition        Report By
 MA0312  HISTORY     - UNK      MONUMENTED       PRR
 MA0312  HISTORY     - 1934     GOOD             NGS
 MA0312
 MA0312                          STATION DESCRIPTION
 MA0312
 MA0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0312'7.7 MI W FROM DRIFTWOOD.
 MA0312'7.7 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM DRIFTWOOD,
 MA0312'CAMERON COUNTY, ABOUT 1.73 MILES EAST OF STERLING RUN, 7 FEET
 MA0312'SOUTH OF THE CENTER LINE OF THE TRACK, ON THE TOP OF A ROCK SHELF,
 MA0312'AND ABOUT 1/2 FOOT HIGHER THAN THE TOP OF THE RAIL.  A CHISELED
 MA0312'SQUARE, MARKED B M 36.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0614 ***********************************************************************
 KX0614  DESIGNATION -  36
 KX0614  PID         -  KX0614
 KX0614  STATE/COUNTY-  PA/BEDFORD
 KX0614  USGS QUAD   -  BEDFORD (1987)
 KX0614
 KX0614                         *CURRENT SURVEY CONTROL
 KX0614  ___________________________________________________________________
 KX0614* NAD 83(1986)-  40 06 13.     (N)    078 32 43.     (W)     SCALED    
 KX0614* NAVD 88     -       330.822  (meters)    1085.37   (feet)  ADJUSTED  
 KX0614  ___________________________________________________________________
 KX0614  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KX0614  DYNAMIC HT  -         330.634 (meters)    1084.76  (feet)  COMP
 KX0614  MODELED GRAV-     980,048.2   (mgal)                       NAVD 88
 KX0614
 KX0614  VERT ORDER  -  SECOND    CLASS 0
 KX0614
 KX0614.The horizontal coordinates were scaled from a topographic map and have
 KX0614.an estimated accuracy of +/- 6 seconds.
 KX0614
 KX0614.The orthometric height was determined by differential leveling
 KX0614.and adjusted by the National Geodetic Survey in June 1991..
 KX0614
 KX0614.The geoid height was determined by GEOID03.
 KX0614
 KX0614.The dynamic height is computed by dividing the NAVD 88
 KX0614.geopotential number by the normal gravity value computed on the
 KX0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0614.degrees latitude (g = 980.6199 gals.).
 KX0614
 KX0614.The modeled gravity was interpolated from observed gravity values.
 KX0614
 KX0614;                    North         East    Units  Estimated Accuracy
 KX0614;SPC PA S     -    85,830.      532,190.      MT  (+/- 180 meters Scaled)
 KX0614
 KX0614                          SUPERSEDED SURVEY CONTROL
 KX0614
 KX0614  NGVD 29 (??/??/92)  330.980  (m)         1085.89   (f) ADJ UNCH    2 0
 KX0614
 KX0614.Superseded values are not recommended for survey control.
 KX0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0614.See file dsdata.txt to determine how the superseded data were derived.
 KX0614
 KX0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE092421(NAD 83)
 KX0614_MARKER: B = BOLT
 KX0614_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0614_SP_SET: ABUTMENT
 KX0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0614
 KX0614  HISTORY     - Date     Condition        Report By
 KX0614  HISTORY     - UNK      MONUMENTED       PRR
 KX0614  HISTORY     - 1967     GOOD             NGS
 KX0614
 KX0614                          STATION DESCRIPTION
 KX0614
 KX0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0614'1 MI N FROM CESSNA.
 KX0614'ABOUT 1.0 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0614'STATION AT CESSNA, BEDFORD COUNTY, AT BRIDGE 35.84 OVER SLOANA
 KX0614'RUN, IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT, AND 7 FEET
 KX0614'EAST OF THE CENTER LINE OF THE TRACK.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0123 ***********************************************************************
 KX0123  DESIGNATION -  36 DRD
 KX0123  PID         -  KX0123
 KX0123  STATE/COUNTY-  PA/CENTRE
 KX0123  USGS QUAD   -  HOUTZDALE (1993)
 KX0123
 KX0123                         *CURRENT SURVEY CONTROL
 KX0123  ___________________________________________________________________
 KX0123* NAD 83(1986)-  40 51 02.     (N)    078 15 57.     (W)     SCALED    
 KX0123* NAVD 88     -       444.698  (meters)    1458.98   (feet)  ADJUSTED  
 KX0123  ___________________________________________________________________
 KX0123  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KX0123  DYNAMIC HT  -         444.471 (meters)    1458.24  (feet)  COMP
 KX0123  MODELED GRAV-     980,101.4   (mgal)                       NAVD 88
 KX0123
 KX0123  VERT ORDER  -  FIRST     CLASS I
 KX0123
 KX0123.The horizontal coordinates were scaled from a topographic map and have
 KX0123.an estimated accuracy of +/- 6 seconds.
 KX0123
 KX0123.The orthometric height was determined by differential leveling
 KX0123.and adjusted by the National Geodetic Survey in June 1991..
 KX0123
 KX0123.The geoid height was determined by GEOID03.
 KX0123
 KX0123.The dynamic height is computed by dividing the NAVD 88
 KX0123.geopotential number by the normal gravity value computed on the
 KX0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0123.degrees latitude (g = 980.6199 gals.).
 KX0123
 KX0123.The modeled gravity was interpolated from observed gravity values.
 KX0123
 KX0123;                    North         East    Units  Estimated Accuracy
 KX0123;SPC PA N     -    76,080.      556,500.      MT  (+/- 180 meters Scaled)
 KX0123
 KX0123                          SUPERSEDED SURVEY CONTROL
 KX0123
 KX0123  NGVD 29 (??/??/92)  444.850  (m)         1459.48   (f) ADJ UNCH    1 1
 KX0123
 KX0123.Superseded values are not recommended for survey control.
 KX0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0123.See file dsdata.txt to determine how the superseded data were derived.
 KX0123
 KX0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF304257(NAD 83)
 KX0123_MARKER: DD = SURVEY DISK
 KX0123_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0123_SP_SET: ABUTMENT
 KX0123_STAMPING: USGS 36 DRD 1958
 KX0123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX0123+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1998
 KX0123
 KX0123  HISTORY     - Date     Condition        Report By
 KX0123  HISTORY     - 1958     MONUMENTED       PADT
 KX0123  HISTORY     - 1966     GOOD             NGS
 KX0123  HISTORY     - 19981001 GOOD             PADT
 KX0123
 KX0123                          STATION DESCRIPTION
 KX0123
 KX0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0123'0.2 MI NW FROM OSCEOLA MILLS.
 KX0123'ABOUT 0.2 MILE NORTHWEST ALONG STATE HIGHWAY 970, WHICH IS
 KX0123'CURTIN STREET, FROM THE PENNSYLVANIA RAILROAD FREIGHT STATION
 KX0123'AT OSCEOLA MILLS, 26 FEET NORTHWEST OF THE CENTER LINE OF THE
 KX0123'HIGHWAY, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 KX0123'CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE OVER MOSHANNON CREEK, 10 1/2
 KX0123'FEET NORTHWEST OF A POWER POLE, 2 FEET NORTHWEST OF THE
 KX0123'SOUTHEAST END OF THE NORTHEAST METAL GUARD RAIL, AND ABOUT
 KX0123'LEVEL WITH THE SIDEWALK.  NOTE-- PREVIOUSLY DESIGNATED BM
 KX0123
 KX0123                          STATION RECOVERY (1998)
 KX0123
 KX0123'RECOVERY NOTE BY PA DEPT OF TRANSP 1998 (SMM)
 KX0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2491 ***********************************************************************
 KV2491  DESIGNATION -  36 PRR
 KV2491  PID         -  KV2491
 KV2491  STATE/COUNTY-  PA/CHESTER
 KV2491  USGS QUAD   -  DOWNINGTOWN (1983)
 KV2491
 KV2491                         *CURRENT SURVEY CONTROL
 KV2491  ___________________________________________________________________
 KV2491* NAD 83(1986)-  40 00 07.     (N)    075 42 38.     (W)     SCALED    
 KV2491* NAVD 88     -        81.550  (meters)     267.55   (feet)  ADJUSTED  
 KV2491  ___________________________________________________________________
 KV2491  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 KV2491  DYNAMIC HT  -          81.509 (meters)     267.42  (feet)  COMP
 KV2491  MODELED GRAV-     980,128.6   (mgal)                       NAVD 88
 KV2491
 KV2491  VERT ORDER  -  SECOND    CLASS 0
 KV2491
 KV2491.The horizontal coordinates were scaled from a topographic map and have
 KV2491.an estimated accuracy of +/- 6 seconds.
 KV2491
 KV2491.The orthometric height was determined by differential leveling
 KV2491.and adjusted by the National Geodetic Survey in June 1991..
 KV2491
 KV2491.The geoid height was determined by GEOID03.
 KV2491
 KV2491.The dynamic height is computed by dividing the NAVD 88
 KV2491.geopotential number by the normal gravity value computed on the
 KV2491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2491.degrees latitude (g = 980.6199 gals.).
 KV2491
 KV2491.The modeled gravity was interpolated from observed gravity values.
 KV2491
 KV2491;                    North         East    Units  Estimated Accuracy
 KV2491;SPC PA S     -    76,250.      774,130.      MT  (+/- 180 meters Scaled)
 KV2491
 KV2491                          SUPERSEDED SURVEY CONTROL
 KV2491
 KV2491  NGVD 29 (??/??/??)   81.827  (m)          268.46   (f) ADJUSTED    2 0
 KV2491
 KV2491.Superseded values are not recommended for survey control.
 KV2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2491.See file dsdata.txt to determine how the superseded data were derived.
 KV2491
 KV2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK393282(NAD 83)
 KV2491_MARKER: B = BOLT
 KV2491_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2491_SP_SET: RAIL FOOTING
 KV2491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2491
 KV2491  HISTORY     - Date     Condition        Report By
 KV2491  HISTORY     - 1935     MONUMENTED       PRR
 KV2491  HISTORY     - 1966     GOOD             CGS
 KV2491  HISTORY     - 19910330 MARK NOT FOUND   USPSQD
 KV2491  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 KV2491  HISTORY     - 20030329 MARK NOT FOUND   USPSQD
 KV2491  HISTORY     - 20051119 MARK NOT FOUND   GEOCAC
 KV2491
 KV2491                          STATION DESCRIPTION
 KV2491
 KV2491'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2491'AT DOWNINGTOWN.
 KV2491'AT DOWNINGTOWN, ACROSS THE PENNSYLVANIA RAILROAD TRACK FROM THE
 KV2491'STATION, IN FRONT OF THE WAITING SHED, IN THE TOP OF THE CONCRETE
 KV2491'RAIL FOOTING OF RAIL AROUND PEDESTRAIN UNDERPASS, 11 FEET NORTH OF
 KV2491'THE NORTH RAIL OF NORTH TRACK, IN LINE WITH THE TOP STEP, 0.8 FOOT
 KV2491'SOUTH OF SOUTH END OF TOP STEP OF UNDERPASS, AND ABOUT 1 FOOT
 KV2491'ABOVE THE LEVEL OF THE TRACK.  NOTE-- THIS IS NOT THE ORIGINAL
 KV2491'MARK BUT LEVELS WAS RUN TO THIS COPPER BOLT AND CALLED 36 (P R R)
 KV2491
 KV2491                          STATION RECOVERY (1991)
 KV2491
 KV2491'RECOVERY NOTE BY US POWER SQUADRON 1991 (RBL)
 KV2491'MARK NOT FOUND.
 KV2491
 KV2491                          STATION RECOVERY (2000)
 KV2491
 KV2491'RECOVERY NOTE BY US POWER SQUADRON 2000
 KV2491'MARK NOT FOUND.
 KV2491
 KV2491                          STATION RECOVERY (2003)
 KV2491
 KV2491'RECOVERY NOTE BY US POWER SQUADRON 2003 (GEA)
 KV2491'MARK NOT FOUND.
 KV2491
 KV2491                          STATION RECOVERY (2005)
 KV2491
 KV2491'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KV2491'FOOTER AROUND UNDERPASS REMAINS BUT RAIL HAS BEEN REPLACED. NO SIGN OF
 KV2491'RIVET OR EVIDENCE OF RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1341 ***********************************************************************
 LZ1341  DESIGNATION -  36 T
 LZ1341  PID         -  LZ1341
 LZ1341  STATE/COUNTY-  PA/LYCOMING
 LZ1341  USGS QUAD   -  SLATE RUN (1994)
 LZ1341
 LZ1341                         *CURRENT SURVEY CONTROL
 LZ1341  ___________________________________________________________________
 LZ1341* NAD 83(1986)-  41 28 21.     (N)    077 30 06.     (W)     SCALED    
 LZ1341* NAVD 88     -       227.975  (meters)     747.95   (feet)  ADJUSTED  
 LZ1341  ___________________________________________________________________
 LZ1341  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 LZ1341  DYNAMIC HT  -         227.878 (meters)     747.63  (feet)  COMP
 LZ1341  MODELED GRAV-     980,192.5   (mgal)                       NAVD 88
 LZ1341
 LZ1341  VERT ORDER  -  SECOND    CLASS 0
 LZ1341
 LZ1341.The horizontal coordinates were scaled from a topographic map and have
 LZ1341.an estimated accuracy of +/- 6 seconds.
 LZ1341
 LZ1341.The orthometric height was determined by differential leveling
 LZ1341.and adjusted by the National Geodetic Survey in June 1991..
 LZ1341
 LZ1341.The geoid height was determined by GEOID03.
 LZ1341
 LZ1341.The dynamic height is computed by dividing the NAVD 88
 LZ1341.geopotential number by the normal gravity value computed on the
 LZ1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1341.degrees latitude (g = 980.6199 gals.).
 LZ1341
 LZ1341.The modeled gravity was interpolated from observed gravity values.
 LZ1341
 LZ1341;                    North         East    Units  Estimated Accuracy
 LZ1341;SPC PA N     -   145,050.      620,740.      MT  (+/- 180 meters Scaled)
 LZ1341
 LZ1341                          SUPERSEDED SURVEY CONTROL
 LZ1341
 LZ1341  NGVD 29 (??/??/92)  228.152  (m)          748.53   (f) ADJ UNCH    2 0
 LZ1341
 LZ1341.Superseded values are not recommended for survey control.
 LZ1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1341.See file dsdata.txt to determine how the superseded data were derived.
 LZ1341
 LZ1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL911942(NAD 83)
 LZ1341_MARKER: DD = SURVEY DISK
 LZ1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1341_SP_SET: STONE POST
 LZ1341_STAMPING: TT 36 T 1930
 LZ1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1341+STABILITY: SURFACE MOTION
 LZ1341
 LZ1341  HISTORY     - Date     Condition        Report By
 LZ1341  HISTORY     - 1930     MONUMENTED       USGS
 LZ1341  HISTORY     - 1934     GOOD             NGS
 LZ1341
 LZ1341                          STATION DESCRIPTION
 LZ1341
 LZ1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1341'AT SLATE RUN.
 LZ1341'AT SLATE RUN, LYCOMING COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 LZ1341'ABOUT 61 FEET SOUTH OF THE CARSON GENERAL STORE, ON THE PROPERTY
 LZ1341'OF MR. CARSON, AND 19 FEET EAST OF THE EAST RAIL OF THE TRACK.
 LZ1341'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT 36
 LZ1341'T 1930 AND SET IN THE TOP OF A STONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0644 ***********************************************************************
 KW0644  DESIGNATION -  360 USGS
 KW0644  PID         -  KW0644
 KW0644  STATE/COUNTY-  PA/LANCASTER
 KW0644  USGS QUAD   -  EPHRATA (1992)
 KW0644
 KW0644                         *CURRENT SURVEY CONTROL
 KW0644  ___________________________________________________________________
 KW0644* NAD 83(1986)-  40 11 30.     (N)    076 09 58.     (W)     SCALED    
 KW0644* NAVD 88     -       109.50   (+/-2cm)     359.3    (feet)  VERTCON   
 KW0644  ___________________________________________________________________
 KW0644  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 KW0644
 KW0644  VERT ORDER  -  ? (See Below)
 KW0644
 KW0644.The horizontal coordinates were scaled from a topographic map and have
 KW0644.an estimated accuracy of +/- 6 seconds.
 KW0644
 KW0644.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW0644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW0644.The vertical order pertains to the NGVD 29 superseded value.
 KW0644
 KW0644.The geoid height was determined by GEOID03.
 KW0644
 KW0644;                    North         East    Units  Estimated Accuracy
 KW0644;SPC PA S     -    96,510.      734,860.      MT  (+/- 180 meters Scaled)
 KW0644
 KW0644                          SUPERSEDED SURVEY CONTROL
 KW0644
 KW0644  NGVD 29 (??/??/??)  109.731  (m)          360.01   (f) ADJUSTED    ?  
 KW0644
 KW0644.Superseded values are not recommended for survey control.
 KW0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0644.See file dsdata.txt to determine how the superseded data were derived.
 KW0644
 KW0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK007496(NAD 83)
 KW0644_MARKER: Q = CHISELED SQUARE
 KW0644_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0644_SP_SET: BRIDGE
 KW0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0644
 KW0644  HISTORY     - Date     Condition        Report By
 KW0644  HISTORY     - UNK      MONUMENTED       USGS
 KW0644  HISTORY     - 1935     GOOD             CGS
 KW0644  HISTORY     - 20060416 GOOD             GEOCAC
 KW0644
 KW0644                          STATION DESCRIPTION
 KW0644
 KW0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0644'1 MI NE FROM EPHRATA.
 KW0644'ABOUT 1.0 MILE NORTHEAST ALONG READING CO. RAILWAY FROM THE
 KW0644'STATION AT EPHRATA, LANCASTER COUNTY, AT POLE 12+51, AND ON THE TOP
 KW0644'OF THE NORTHWEST CORNER OF A CONCRETE BRIDGE.  A CHISELED SQUARE.
 KW0644
 KW0644                          STATION RECOVERY (2006)
 KW0644
 KW0644'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0644'BRIDGE HAS BEEN REMOVED BUT SOUTH HEADWALL REMAINS. CHISELED SQUARE
 KW0644'WAS LOCATED ON THE NORTHWEST CORNER OF THE SOUTH HEADWALL.
 KW0644' 
 KW0644'N 40 11 35.3 W 076 09 55.8
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1547 ***********************************************************************
 JU1547  DESIGNATION -  36.25 PRR
 JU1547  PID         -  JU1547
 JU1547  STATE/COUNTY-  PA/CHESTER
 JU1547  USGS QUAD   -  COATESVILLE (1997)
 JU1547
 JU1547                         *CURRENT SURVEY CONTROL
 JU1547  ___________________________________________________________________
 JU1547* NAD 83(1986)-  39 59 22.     (N)    075 46 49.     (W)     SCALED    
 JU1547* NAVD 88     -       107.606  (meters)     353.04   (feet)  ADJUSTED  
 JU1547  ___________________________________________________________________
 JU1547  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JU1547  DYNAMIC HT  -         107.552 (meters)     352.86  (feet)  COMP
 JU1547  MODELED GRAV-     980,125.1   (mgal)                       NAVD 88
 JU1547
 JU1547  VERT ORDER  -  SECOND    CLASS 0
 JU1547
 JU1547.The horizontal coordinates were scaled from a topographic map and have
 JU1547.an estimated accuracy of +/- 6 seconds.
 JU1547
 JU1547.The orthometric height was determined by differential leveling
 JU1547.and adjusted by the National Geodetic Survey in June 1991..
 JU1547
 JU1547.The geoid height was determined by GEOID03.
 JU1547
 JU1547.The dynamic height is computed by dividing the NAVD 88
 JU1547.geopotential number by the normal gravity value computed on the
 JU1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1547.degrees latitude (g = 980.6199 gals.).
 JU1547
 JU1547.The modeled gravity was interpolated from observed gravity values.
 JU1547
 JU1547;                    North         East    Units  Estimated Accuracy
 JU1547;SPC PA S     -    74,730.      768,210.      MT  (+/- 180 meters Scaled)
 JU1547
 JU1547                          SUPERSEDED SURVEY CONTROL
 JU1547
 JU1547  NGVD 29 (??/??/??)  107.923  (m)          354.08   (f) ADJUSTED    2 0
 JU1547
 JU1547.Superseded values are not recommended for survey control.
 JU1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1547.See file dsdata.txt to determine how the superseded data were derived.
 JU1547
 JU1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK333268(NAD 83)
 JU1547_MARKER: B = BOLT
 JU1547_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1547_SP_SET: CULVERT
 JU1547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1547
 JU1547  HISTORY     - Date     Condition        Report By
 JU1547  HISTORY     - UNK      MONUMENTED       PRR
 JU1547  HISTORY     - 1955     POOR             CGS
 JU1547  HISTORY     - 1966     MARK NOT FOUND   CGS
 JU1547  HISTORY     - 20030329 MARK NOT FOUND   USPSQD
 JU1547  HISTORY     - 20060924 MARK NOT FOUND   GEOCAC
 JU1547
 JU1547                          STATION DESCRIPTION
 JU1547
 JU1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JU1547'4.2 MI SW FROM DOWNINGTOWN.
 JU1547'4.25 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1547'POST OFFICE AT DOWNINGTOWN, ABOUT 0.25 MILE SOUTHWEST OF MILE
 JU1547'POST 36, A COPPER BOLT IN THE TOP OF DISARRANGED STONE MASONRY
 JU1547'HEAD WALL OF A 36-INCH PIPE CULVERT UNDER TRACK, 9 1/2 FEET SOUTH
 JU1547'OF SOUTH RAIL OF SOUTH TRACK AND ABOUT 3 FEET BELOW LEVEL OF
 JU1547'TRACK.  NOTE-- THE HEADWALL IS BADLY BROKEN UP AND APPARENTLY NOT
 JU1547'STABLE.
 JU1547
 JU1547                          STATION RECOVERY (1966)
 JU1547
 JU1547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JU1547'MARK NOT FOUND.
 JU1547
 JU1547                          STATION RECOVERY (2003)
 JU1547
 JU1547'RECOVERY NOTE BY US POWER SQUADRON 2003 (EYH)
 JU1547'MARK NOT FOUND.
 JU1547
 JU1547                          STATION RECOVERY (2006)
 JU1547
 JU1547'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 JU1547'CULVERT LOCATED AT MP 35.24 BUT A LARGE CONCRETE WALL HAS BEEN BUILT
 JU1547'ON TOP OF THE ORIGINAL STONE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1817 ***********************************************************************
 KW1817  DESIGNATION -  36.33 PRR
 KW1817  PID         -  KW1817
 KW1817  STATE/COUNTY-  PA/CUMBERLAND
 KW1817  USGS QUAD   -  WALNUT BOTTOM (1977)
 KW1817
 KW1817                         *CURRENT SURVEY CONTROL
 KW1817  ___________________________________________________________________
 KW1817* NAD 83(1986)-  40 06 10.     (N)    077 28 59.     (W)     SCALED    
 KW1817* NAVD 88     -       182.818  (meters)     599.80   (feet)  ADJUSTED  
 KW1817  ___________________________________________________________________
 KW1817  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 KW1817  DYNAMIC HT  -         182.717 (meters)     599.46  (feet)  COMP
 KW1817  MODELED GRAV-     980,072.8   (mgal)                       NAVD 88
 KW1817
 KW1817  VERT ORDER  -  FIRST     CLASS II
 KW1817
 KW1817.The horizontal coordinates were scaled from a topographic map and have
 KW1817.an estimated accuracy of +/- 6 seconds.
 KW1817
 KW1817.The orthometric height was determined by differential leveling
 KW1817.and adjusted by the National Geodetic Survey in June 1991..
 KW1817
 KW1817.The geoid height was determined by GEOID03.
 KW1817
 KW1817.The dynamic height is computed by dividing the NAVD 88
 KW1817.geopotential number by the normal gravity value computed on the
 KW1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1817.degrees latitude (g = 980.6199 gals.).
 KW1817
 KW1817.The modeled gravity was interpolated from observed gravity values.
 KW1817
 KW1817;                    North         East    Units  Estimated Accuracy
 KW1817;SPC PA S     -    85,470.      622,760.      MT  (+/- 180 meters Scaled)
 KW1817
 KW1817                          SUPERSEDED SURVEY CONTROL
 KW1817
 KW1817  NGVD 29 (??/??/??)  183.020  (m)          600.46   (f) ADJUSTED    1 2
 KW1817
 KW1817.Superseded values are not recommended for survey control.
 KW1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1817.See file dsdata.txt to determine how the superseded data were derived.
 KW1817
 KW1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK883421(NAD 83)
 KW1817_MARKER: B = BOLT
 KW1817_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1817_SP_SET: CULVERT
 KW1817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1817
 KW1817  HISTORY     - Date     Condition        Report By
 KW1817  HISTORY     - UNK      MONUMENTED       PRR
 KW1817  HISTORY     - 1934     GOOD             CGS
 KW1817
 KW1817                          STATION DESCRIPTION
 KW1817
 KW1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1817'2.1 MI SW FROM OAKVILLE.
 KW1817'2.1 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1817'STATION AT OAKVILLE, CUMBERLAND COUNTY, AT CULVERT 36.33, AND
 KW1817'IN THE TOP OF THE SOUTH CONCRETE WALL.  A BRASS BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0671 ***********************************************************************
 KW0671  DESIGNATION -  366 RDGRR
 KW0671  PID         -  KW0671
 KW0671  STATE/COUNTY-  PA/BERKS
 KW0671  USGS QUAD   -  SINKING SPRING (1987)
 KW0671
 KW0671                         *CURRENT SURVEY CONTROL
 KW0671  ___________________________________________________________________
 KW0671* NAD 83(1986)-  40 19 08.     (N)    076 01 53.     (W)     SCALED    
 KW0671* NAVD 88     -       111.237  (meters)     364.95   (feet)  ADJUSTED  
 KW0671  ___________________________________________________________________
 KW0671  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 KW0671  DYNAMIC HT  -         111.179 (meters)     364.76  (feet)  COMP
 KW0671  MODELED GRAV-     980,103.8   (mgal)                       NAVD 88
 KW0671
 KW0671  VERT ORDER  -  SECOND    CLASS 0
 KW0671
 KW0671.The horizontal coordinates were scaled from a topographic map and have
 KW0671.an estimated accuracy of +/- 6 seconds.
 KW0671
 KW0671.The orthometric height was determined by differential leveling
 KW0671.and adjusted by the National Geodetic Survey in June 1991..
 KW0671
 KW0671.The geoid height was determined by GEOID03.
 KW0671
 KW0671.The dynamic height is computed by dividing the NAVD 88
 KW0671.geopotential number by the normal gravity value computed on the
 KW0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0671.degrees latitude (g = 980.6199 gals.).
 KW0671
 KW0671.The modeled gravity was interpolated from observed gravity values.
 KW0671
 KW0671;                    North         East    Units  Estimated Accuracy
 KW0671;SPC PA S     -   110,850.      746,060.      MT  (+/- 180 meters Scaled)
 KW0671
 KW0671                          SUPERSEDED SURVEY CONTROL
 KW0671
 KW0671  NGVD 29 (??/??/??)  111.471  (m)          365.72   (f) ADJUSTED    2 0
 KW0671
 KW0671.Superseded values are not recommended for survey control.
 KW0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0671.See file dsdata.txt to determine how the superseded data were derived.
 KW0671
 KW0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK123636(NAD 83)
 KW0671_MARKER: Q = CHISELED SQUARE
 KW0671_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0671_SP_SET: FOOTING
 KW0671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW0671+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2002
 KW0671
 KW0671  HISTORY     - Date     Condition        Report By
 KW0671  HISTORY     - UNK      MONUMENTED       RDGRR
 KW0671  HISTORY     - 1935     GOOD             CGS
 KW0671  HISTORY     - 20020209 GOOD             USPSQD
 KW0671
 KW0671                          STATION DESCRIPTION
 KW0671
 KW0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0671'0.4 MI SW FROM SINKING SPRINGS.
 KW0671'ABOUT 0.4 MILE SOUTHWEST ALONG THE READING CO. RAILWAY FROM THE
 KW0671'STATION AT SINKING SPRINGS, BERKS COUNTY, ON THE TOP OF THE
 KW0671'FOOTING OF AN ELECTRIC-ALARM SIGNAL POST, WEST OF A CROSSING, AND
 KW0671'NORTH OF THE TRACK.  A CHISELED SQUARE.
 KW0671
 KW0671                          STATION RECOVERY (2002)
 KW0671
 KW0671'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW0671'REMOVED AND REPLACED DIRT AROUND POST.  PROTECTS ELEC POWER CABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0754 ***********************************************************************
 KW0754  DESIGNATION -  369 USGS
 KW0754  PID         -  KW0754
 KW0754  STATE/COUNTY-  PA/LANCASTER
 KW0754  USGS QUAD   -  LANCASTER (1995)
 KW0754
 KW0754                         *CURRENT SURVEY CONTROL
 KW0754  ___________________________________________________________________
 KW0754* NAD 83(1986)-  40 02 20.     (N)    076 18 14.     (W)     SCALED    
 KW0754* NAVD 88     -       111.860  (meters)     366.99   (feet)  ADJUSTED  
 KW0754  ___________________________________________________________________
 KW0754  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KW0754  DYNAMIC HT  -         111.803 (meters)     366.81  (feet)  COMP
 KW0754  MODELED GRAV-     980,114.2   (mgal)                       NAVD 88
 KW0754
 KW0754  VERT ORDER  -  SECOND    CLASS 0
 KW0754
 KW0754.The horizontal coordinates were scaled from a topographic map and have
 KW0754.an estimated accuracy of +/- 6 seconds.
 KW0754
 KW0754.The orthometric height was determined by differential leveling
 KW0754.and adjusted by the National Geodetic Survey in June 1991..
 KW0754
 KW0754.The geoid height was determined by GEOID03.
 KW0754
 KW0754.The dynamic height is computed by dividing the NAVD 88
 KW0754.geopotential number by the normal gravity value computed on the
 KW0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0754.degrees latitude (g = 980.6199 gals.).
 KW0754
 KW0754.The modeled gravity was interpolated from observed gravity values.
 KW0754
 KW0754;                    North         East    Units  Estimated Accuracy
 KW0754;SPC PA S     -    79,350.      723,410.      MT  (+/- 180 meters Scaled)
 KW0754
 KW0754                          SUPERSEDED SURVEY CONTROL
 KW0754
 KW0754  NGVD 29 (??/??/??)  112.122  (m)          367.85   (f) ADJUSTED    2 0
 KW0754
 KW0754.Superseded values are not recommended for survey control.
 KW0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0754.See file dsdata.txt to determine how the superseded data were derived.
 KW0754
 KW0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK887328(NAD 83)
 KW0754_MARKER: DD = SURVEY DISK
 KW0754_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0754_SP_SET: FOUNDATION
 KW0754_STAMPING: 369
 KW0754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0754_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0754+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2004
 KW0754
 KW0754  HISTORY     - Date     Condition        Report By
 KW0754  HISTORY     - UNK      MONUMENTED       USGS
 KW0754  HISTORY     - 1935     GOOD             CGS
 KW0754  HISTORY     - 1936     GOOD             CGS
 KW0754  HISTORY     - 20040306 GOOD             PADT
 KW0754  HISTORY     - 20040620 GOOD             GEOCAC
 KW0754
 KW0754                          STATION DESCRIPTION
 KW0754
 KW0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0754'AT LANCASTER.
 KW0754'AT LANCASTER, LANCASTER COUNTY, AT THE COUNTY COURTHOUSE, IN THE
 KW0754'NORTHEAST CORNER OF THE FOUNDATION WALL, OPPOSITE AN ALLEY
 KW0754'LEADING TO NORTH DUKE STREET, AND ABOUT 4 FEET ABOVE GROUND.
 KW0754'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 369
 KW0754'AND SET VERTICALLY.
 KW0754
 KW0754                          STATION RECOVERY (1936)
 KW0754
 KW0754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 KW0754'RECOVERED IN GOOD CONDITION.
 KW0754
 KW0754                          STATION RECOVERY (2004)
 KW0754
 KW0754'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (SMM)
 KW0754'RECOVERED IN GOOD CONDITION.
 KW0754
 KW0754                          STATION RECOVERY (2004)
 KW0754
 KW0754'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1132 ***********************************************************************
 MA1132  DESIGNATION -  3691
 MA1132  PID         -  MA1132
 MA1132  STATE/COUNTY-  PA/FOREST
 MA1132  USGS QUAD   -  TIONESTA (1973)
 MA1132
 MA1132                         *CURRENT SURVEY CONTROL
 MA1132  ___________________________________________________________________
 MA1132* NAD 83(1986)-  41 28 49.     (N)    079 25 31.     (W)     SCALED    
 MA1132* NAVD 88     -       332.639  (meters)    1091.33   (feet)  ADJUSTED  
 MA1132  ___________________________________________________________________
 MA1132  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 MA1132  DYNAMIC HT  -         332.488 (meters)    1090.84  (feet)  COMP
 MA1132  MODELED GRAV-     980,158.8   (mgal)                       NAVD 88
 MA1132
 MA1132  VERT ORDER  -  SECOND    CLASS 0
 MA1132
 MA1132.The horizontal coordinates were scaled from a topographic map and have
 MA1132.an estimated accuracy of +/- 6 seconds.
 MA1132
 MA1132.The orthometric height was determined by differential leveling
 MA1132.and adjusted by the National Geodetic Survey in June 1991..
 MA1132
 MA1132.The geoid height was determined by GEOID03.
 MA1132
 MA1132.The dynamic height is computed by dividing the NAVD 88
 MA1132.geopotential number by the normal gravity value computed on the
 MA1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1132.degrees latitude (g = 980.6199 gals.).
 MA1132
 MA1132.The modeled gravity was interpolated from observed gravity values.
 MA1132
 MA1132;                    North         East    Units  Estimated Accuracy
 MA1132;SPC PA N     -   147,240.      460,090.      MT  (+/- 180 meters Scaled)
 MA1132
 MA1132                          SUPERSEDED SURVEY CONTROL
 MA1132
 MA1132  NGVD 29 (??/??/92)  332.800  (m)         1091.86   (f) ADJ UNCH    2 0
 MA1132
 MA1132.Superseded values are not recommended for survey control.
 MA1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1132.See file dsdata.txt to determine how the superseded data were derived.
 MA1132
 MA1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF314932(NAD 83)
 MA1132_MARKER: DD = SURVEY DISK
 MA1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1132_STAMPING: 758 3691 1934
 MA1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1132+STABILITY: SURFACE MOTION
 MA1132
 MA1132  HISTORY     - Date     Condition        Report By
 MA1132  HISTORY     - 1934     MONUMENTED       CGS
 MA1132  HISTORY     - 1935     GOOD             NGS
 MA1132
 MA1132                          STATION DESCRIPTION
 MA1132
 MA1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1132'3.1 MI E FROM TIONESTA.
 MA1132'ABOUT 3.1 MILES EAST ALONG STATE HIGHWAY 66 FROM THE COUNTY
 MA1132'COURTHOUSE AT TIONESTA, FOREST COUNTY, AT STATION 376+20, ABOUT
 MA1132'93 FEET FROM THE CENTER OF THE ENTRANCE TO A 1-STORY WOODEN
 MA1132'SCHOOL, 35 FEET WEST OF A CONCRETE BOX CULVERT WITH A 10-FOOT
 MA1132'HEAD WALL, 22 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 MA1132'AND ABOUT 3-1/2 FEET ABOVE THE ROADWAY.  A UNITED STATES FORESTRY
 MA1132'SERVICE STANDARD DISK, STAMPED 758 3691 1934 AND SET IN THE TOP
 MA1132'OF A CONCRETE POST PROJECTING ABOUT 20 INCHES ABOVE GROUND.
 MA1132'NOTE-- THE DESCRIPTIONS FOR THE MARKS ON THIS LINE REFER TO
 MA1132'THE 1935 LOCATION OF STATE HIGHWAYS 66 AND 666.  THE PRESENT
 MA1132'LOCATION OF THESE HIGHWAYS HAS BEEN RELOCATED DUE TO HIGH
 MA1132'WATER OF THE TIONESTA DAM, THEREFORE MARKS FROM BM 4-58+70
 MA1132'TO Y-78 MAY OR MAY NOT BE RECOVERABLE DURING TIMES OF LOW WATER OF
 MA1132'THE RESERVOIR.  NOTE-- THE LOCATION OF STATE HIGHWAYS 66 AND 666,
 MA1132'HAVE BEEN RELOCATED DUE TO HIGH WATER OF THE TIONESTA DAM,
 MA1132'THEREFORE THE MARK MAY OR MAY NOT BE RECOVERABLE DURING TIMES
 MA1132'OF LOW WATER OF THE RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0240 ***********************************************************************
 MA0240  DESIGNATION -  37
 MA0240  PID         -  MA0240
 MA0240  STATE/COUNTY-  PA/CLEARFIELD
 MA0240  USGS QUAD   -  CLEARFIELD (1981)
 MA0240
 MA0240                         *CURRENT SURVEY CONTROL
 MA0240  ___________________________________________________________________
 MA0240* NAD 83(1986)-  41 02 07.     (N)    078 23 12.     (W)     SCALED    
 MA0240* NAVD 88     -       336.219  (meters)    1103.08   (feet)  ADJUSTED  
 MA0240  ___________________________________________________________________
 MA0240  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 MA0240  DYNAMIC HT  -         336.055 (meters)    1102.54  (feet)  COMP
 MA0240  MODELED GRAV-     980,128.3   (mgal)                       NAVD 88
 MA0240
 MA0240  VERT ORDER  -  SECOND    CLASS 0
 MA0240
 MA0240.The horizontal coordinates were scaled from a topographic map and have
 MA0240.an estimated accuracy of +/- 6 seconds.
 MA0240
 MA0240.The orthometric height was determined by differential leveling
 MA0240.and adjusted by the National Geodetic Survey in June 1991..
 MA0240
 MA0240.The geoid height was determined by GEOID03.
 MA0240
 MA0240.The dynamic height is computed by dividing the NAVD 88
 MA0240.geopotential number by the normal gravity value computed on the
 MA0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0240.degrees latitude (g = 980.6199 gals.).
 MA0240
 MA0240.The modeled gravity was interpolated from observed gravity values.
 MA0240
 MA0240;                    North         East    Units  Estimated Accuracy
 MA0240;SPC PA N     -    96,660.      546,460.      MT  (+/- 180 meters Scaled)
 MA0240
 MA0240                          SUPERSEDED SURVEY CONTROL
 MA0240
 MA0240  NGVD 29 (??/??/92)  336.372  (m)         1103.58   (f) ADJ UNCH    2 0
 MA0240
 MA0240.Superseded values are not recommended for survey control.
 MA0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0240.See file dsdata.txt to determine how the superseded data were derived.
 MA0240
 MA0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF196459(NAD 83)
 MA0240_MARKER: Q = CHISELED SQUARE
 MA0240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0240_SP_SET: BRIDGE SEAT
 MA0240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0240
 MA0240  HISTORY     - Date     Condition        Report By
 MA0240  HISTORY     - UNK      MONUMENTED       NYCRR
 MA0240  HISTORY     - 1934     GOOD             NGS
 MA0240
 MA0240                          STATION DESCRIPTION
 MA0240
 MA0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0240'3.7 MI E FROM CLEARFIELD.
 MA0240'ABOUT 3.7 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MA0240'THE STATION AT CLEARFIELD, CLEARFIELD COUNTY, ABOUT 3,600 FEET
 MA0240'EAST OF MILEPOST C 3, ABOUT 600 FEET EAST OF THE EAST END OF
 MA0240'FULTON TUNNEL, AT BRIDGE R 2 OVER WEST BRANCH SUSQUEHANNA RIVER,
 MA0240'ON THE NORTH ABUTMENT, ON THE TOP OF THE SOUTH END OF THE EAST
 MA0240'BRIDGE SEAT, 13-1/2 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 MA0240'AND ABOUT 7-1/2 FEET LOWER THAN THE TOP OF THE RAIL.  A CHISELED
 MA0240'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1021 ***********************************************************************
 MA1021  DESIGNATION -  37
 MA1021  PID         -  MA1021
 MA1021  STATE/COUNTY-  PA/JEFFERSON
 MA1021  USGS QUAD   -  SUMMERVILLE (1969)
 MA1021
 MA1021                         *CURRENT SURVEY CONTROL
 MA1021  ___________________________________________________________________
 MA1021* NAD 83(1986)-  41 07 00.     (N)    079 11 00.     (W)     SCALED    
 MA1021* NAVD 88     -       360.057  (meters)    1181.29   (feet)  ADJUSTED  
 MA1021  ___________________________________________________________________
 MA1021  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 MA1021  DYNAMIC HT  -         359.888 (meters)    1180.73  (feet)  COMP
 MA1021  MODELED GRAV-     980,144.3   (mgal)                       NAVD 88
 MA1021
 MA1021  VERT ORDER  -  SECOND    CLASS 0
 MA1021
 MA1021.The horizontal coordinates were scaled from a topographic map and have
 MA1021.an estimated accuracy of +/- 6 seconds.
 MA1021
 MA1021.The orthometric height was determined by differential leveling
 MA1021.and adjusted by the National Geodetic Survey in June 1991..
 MA1021
 MA1021.The geoid height was determined by GEOID03.
 MA1021
 MA1021.The dynamic height is computed by dividing the NAVD 88
 MA1021.geopotential number by the normal gravity value computed on the
 MA1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1021.degrees latitude (g = 980.6199 gals.).
 MA1021
 MA1021.The modeled gravity was interpolated from observed gravity values.
 MA1021
 MA1021;                    North         East    Units  Estimated Accuracy
 MA1021;SPC PA N     -   106,500.      479,630.      MT  (+/- 180 meters Scaled)
 MA1021
 MA1021                          SUPERSEDED SURVEY CONTROL
 MA1021
 MA1021  NGVD 29 (??/??/92)  360.229  (m)         1181.85   (f) ADJ UNCH    2 0
 MA1021
 MA1021.Superseded values are not recommended for survey control.
 MA1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1021.See file dsdata.txt to determine how the superseded data were derived.
 MA1021
 MA1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF525532(NAD 83)
 MA1021_MARKER: Q = CHISELED SQUARE
 MA1021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1021_SP_SET: CULVERT
 MA1021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1021
 MA1021  HISTORY     - Date     Condition        Report By
 MA1021  HISTORY     - UNK      MONUMENTED       PRR
 MA1021  HISTORY     - 1935     GOOD             NGS
 MA1021
 MA1021                          STATION DESCRIPTION
 MA1021
 MA1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1021'0.1 MI E FROM SUMMERVILLE.
 MA1021'ABOUT 0.1 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA1021'STATION AT SUMMERVILLE, JEFFERSON COUNTY, 40 FEET EAST OF THE
 MA1021'CENTER OF A CINDER-ROAD CROSSING, AT A 5-FOOT PIPE CULVERT, ON
 MA1021'THE TOP OF THE CENTER OF THE SOUTHEAST MASONRY HEAD WALL, 10
 MA1021'FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT
 MA1021'LOWER THAN THE TOP OF THE RAIL.  A CHISELED SQUARE, MARKED B.M.
 MA1021'37.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0968 ***********************************************************************
 KX0968  DESIGNATION -  37
 KX0968  PID         -  KX0968
 KX0968  STATE/COUNTY-  PA/WESTMORELAND
 KX0968  USGS QUAD   -  NEW FLORENCE (1993)
 KX0968
 KX0968                         *CURRENT SURVEY CONTROL
 KX0968  ___________________________________________________________________
 KX0968* NAD 83(1986)-  40 22 42.     (N)    079 03 53.     (W)     SCALED    
 KX0968* NAVD 88     -       330.107  (meters)    1083.03   (feet)  ADJUSTED  
 KX0968  ___________________________________________________________________
 KX0968  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KX0968  DYNAMIC HT  -         329.934 (meters)    1082.46  (feet)  COMP
 KX0968  MODELED GRAV-     980,090.9   (mgal)                       NAVD 88
 KX0968
 KX0968  VERT ORDER  -  FIRST     CLASS I
 KX0968
 KX0968.The horizontal coordinates were scaled from a topographic map and have
 KX0968.an estimated accuracy of +/- 6 seconds.
 KX0968
 KX0968.The orthometric height was determined by differential leveling
 KX0968.and adjusted by the National Geodetic Survey in June 1991..
 KX0968
 KX0968.The geoid height was determined by GEOID03.
 KX0968
 KX0968.The dynamic height is computed by dividing the NAVD 88
 KX0968.geopotential number by the normal gravity value computed on the
 KX0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0968.degrees latitude (g = 980.6199 gals.).
 KX0968
 KX0968.The modeled gravity was interpolated from observed gravity values.
 KX0968
 KX0968;                    North         East    Units  Estimated Accuracy
 KX0968;SPC PA S     -   116,860.      488,360.      MT  (+/- 180 meters Scaled)
 KX0968
 KX0968                          SUPERSEDED SURVEY CONTROL
 KX0968
 KX0968  NGVD 29 (??/??/92)  330.282  (m)         1083.60   (f) ADJ UNCH    1 1
 KX0968
 KX0968.Superseded values are not recommended for survey control.
 KX0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0968.See file dsdata.txt to determine how the superseded data were derived.
 KX0968
 KX0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE642715(NAD 83)
 KX0968_MARKER: B = BOLT
 KX0968_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0968_SP_SET: BRIDGE
 KX0968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0968
 KX0968  HISTORY     - Date     Condition        Report By
 KX0968  HISTORY     - UNK      MONUMENTED       PRR
 KX0968  HISTORY     - 1966     GOOD             NGS
 KX0968
 KX0968                          STATION DESCRIPTION
 KX0968
 KX0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0968'0.6 MI E FROM NEW FLORENCE.
 KX0968'0.6 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE LIGONIER
 KX0968'STREET OVERPASS AT NEW FLORENCE, 0.1 MILE WEST OF MILEPOST 288,
 KX0968'SET ON THE TOP OF THE EAST END OF THE SOUTH ROCK HEAD WALL OF A
 KX0968'STONE ARCHED BRIDGE OVER A STREAM, 1.2 FEET WEST OF THE EAST END
 KX0968'OF THE HEAD WALL, 21.1 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 KX0968'TRACK, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.  NOTE-- THE
 KX0968'LETTERS BM NO AND THE NUMBERS 37 IS CUT IN THE ROCK WEST OF THE
 KX0968'BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0935 ***********************************************************************
 KX0935  DESIGNATION -  37
 KX0935  PID         -  KX0935
 KX0935  STATE/COUNTY-  PA/ARMSTRONG
 KX0935  USGS QUAD   -  WHITESBURG (1977)
 KX0935
 KX0935                         *CURRENT SURVEY CONTROL
 KX0935  ___________________________________________________________________
 KX0935* NAD 83(1986)-  40 43 28.     (N)    079 23 02.     (W)     SCALED    
 KX0935* NAVD 88     -       323.016  (meters)    1059.76   (feet)  ADJUSTED  
 KX0935  ___________________________________________________________________
 KX0935  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KX0935  DYNAMIC HT  -         322.851 (meters)    1059.22  (feet)  COMP
 KX0935  MODELED GRAV-     980,106.6   (mgal)                       NAVD 88
 KX0935
 KX0935  VERT ORDER  -  SECOND    CLASS 0
 KX0935
 KX0935.The horizontal coordinates were scaled from a topographic map and have
 KX0935.an estimated accuracy of +/- 6 seconds.
 KX0935
 KX0935.The orthometric height was determined by differential leveling
 KX0935.and adjusted by the National Geodetic Survey in June 1991..
 KX0935
 KX0935.The geoid height was determined by GEOID03.
 KX0935
 KX0935.The dynamic height is computed by dividing the NAVD 88
 KX0935.geopotential number by the normal gravity value computed on the
 KX0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0935.degrees latitude (g = 980.6199 gals.).
 KX0935
 KX0935.The modeled gravity was interpolated from observed gravity values.
 KX0935
 KX0935;                    North         East    Units  Estimated Accuracy
 KX0935;SPC PA S     -   155,740.      461,970.      MT  (+/- 180 meters Scaled)
 KX0935
 KX0935                          SUPERSEDED SURVEY CONTROL
 KX0935
 KX0935  NGVD 29 (??/??/92)  323.191  (m)         1060.34   (f) ADJ UNCH    2 0
 KX0935
 KX0935.Superseded values are not recommended for survey control.
 KX0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0935.See file dsdata.txt to determine how the superseded data were derived.
 KX0935
 KX0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF364094(NAD 83)
 KX0935_MARKER: DD = SURVEY DISK
 KX0935_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0935_SP_SET: BRIDGE
 KX0935_STAMPING: 37 USGS WDK 1962
 KX0935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0935
 KX0935  HISTORY     - Date     Condition        Report By
 KX0935  HISTORY     - 1962     MONUMENTED       USGS
 KX0935  HISTORY     - 1967     GOOD             NGS
 KX0935  HISTORY     - 20050901 MARK NOT FOUND   PADT
 KX0935
 KX0935                          STATION DESCRIPTION
 KX0935
 KX0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0935'1.2 MI SE FROM WHITESBURG.
 KX0935'1.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 422 FROM THE METHODIST
 KX0935'CHURCH IN WHITESBURG, SET IN THE TOP OF THE NORTHEAST WINGWALL
 KX0935'OF A BRIDGE, 18 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 100
 KX0935'FEET EAST OF A CROSSROAD, AND IS ABOUT 1 FOOT BELOW LEVEL OF
 KX0935'HIGHWAY.
 KX0935
 KX0935                          STATION RECOVERY (2005)
 KX0935
 KX0935'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 KX0935'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1097 ***********************************************************************
 LY1097  DESIGNATION -  371 DVRR
 LY1097  PID         -  LY1097
 LY1097  STATE/COUNTY-  PA/PIKE
 LY1097  USGS QUAD   -  BUSHKILL (1993)
 LY1097
 LY1097                         *CURRENT SURVEY CONTROL
 LY1097  ___________________________________________________________________
 LY1097* NAD 83(1986)-  41 05 37.     (N)    075 00 11.     (W)     SCALED    
 LY1097* NAVD 88     -       112.880  (meters)     370.34   (feet)  ADJUSTED  
 LY1097  ___________________________________________________________________
 LY1097  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 LY1097  DYNAMIC HT  -         112.831 (meters)     370.18  (feet)  COMP
 LY1097  MODELED GRAV-     980,188.1   (mgal)                       NAVD 88
 LY1097
 LY1097  VERT ORDER  -  FIRST     CLASS II
 LY1097
 LY1097.The horizontal coordinates were scaled from a topographic map and have
 LY1097.an estimated accuracy of +/- 6 seconds.
 LY1097
 LY1097.The orthometric height was determined by differential leveling
 LY1097.and adjusted by the National Geodetic Survey in June 1991..
 LY1097.WARNING-Repeat measurements at this control monument indicate possible
 LY1097.vertical movement.
 LY1097
 LY1097.The geoid height was determined by GEOID03.
 LY1097
 LY1097.The dynamic height is computed by dividing the NAVD 88
 LY1097.geopotential number by the normal gravity value computed on the
 LY1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1097.degrees latitude (g = 980.6199 gals.).
 LY1097
 LY1097.The modeled gravity was interpolated from observed gravity values.
 LY1097
 LY1097;                    North         East    Units  Estimated Accuracy
 LY1097;SPC PA N     -   106,600.      830,740.      MT  (+/- 180 meters Scaled)
 LY1097
 LY1097                          SUPERSEDED SURVEY CONTROL
 LY1097
 LY1097  NGVD 29 (??/??/92)  113.056  (m)          370.92   (f) ADJ UNCH    1 2
 LY1097
 LY1097.Superseded values are not recommended for survey control.
 LY1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1097.See file dsdata.txt to determine how the superseded data were derived.
 LY1097
 LY1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL997491(NAD 83)
 LY1097_MARKER: X = CHISELED CROSS
 LY1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1097+STABILITY: SURFACE MOTION
 LY1097
 LY1097  HISTORY     - Date     Condition        Report By
 LY1097  HISTORY     - UNK      MONUMENTED
 LY1097  HISTORY     - 1956     POOR             NGS
 LY1097
 LY1097                          STATION DESCRIPTION
 LY1097
 LY1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LY1097'AT BUSHKILL.
 LY1097'AT BUSHKILL, AT THE ABANDONED DELAWARE VALLEY RAILROAD
 LY1097'STATION SITE, (STATION AND TRACKS REMOVED), ON TOP OF A
 LY1097'CONICAL SHAPED CONCRETE POST AT THE SOUTHEAST CORNER OF THE
 LY1097'ABANDONED STATION PLATFORM, ABOUT 75 YARDS SOUTHWEST OF A
 LY1097'POINT WHERE THE RAILROAD FORMERLY CROSSED U.S. HIGHWAY 209.
 LY1097'NOTE-- THE BASE OF THE CONCRETE POST IS BADLY CRACKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0574 ***********************************************************************
 LY0574  DESIGNATION -  372
 LY0574  PID         -  LY0574
 LY0574  STATE/COUNTY-  PA/PIKE
 LY0574  USGS QUAD   -  LAKE MASKENOZHA (1995)
 LY0574
 LY0574                         *CURRENT SURVEY CONTROL
 LY0574  ___________________________________________________________________
 LY0574* NAD 83(1986)-  41 11 22.     (N)    074 53 01.     (W)     SCALED    
 LY0574* NAVD 88     -       113.487  (meters)     372.33   (feet)  ADJUSTED  
 LY0574  ___________________________________________________________________
 LY0574  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 LY0574  DYNAMIC HT  -         113.439 (meters)     372.17  (feet)  COMP
 LY0574  MODELED GRAV-     980,200.3   (mgal)                       NAVD 88
 LY0574
 LY0574  VERT ORDER  -  FIRST     CLASS II
 LY0574
 LY0574.The horizontal coordinates were scaled from a topographic map and have
 LY0574.an estimated accuracy of +/- 6 seconds.
 LY0574
 LY0574.The orthometric height was determined by differential leveling
 LY0574.and adjusted by the National Geodetic Survey in June 1991..
 LY0574.WARNING-Repeat measurements at this control monument indicate possible
 LY0574.vertical movement.
 LY0574
 LY0574.The geoid height was determined by GEOID03.
 LY0574
 LY0574.The dynamic height is computed by dividing the NAVD 88
 LY0574.geopotential number by the normal gravity value computed on the
 LY0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0574.degrees latitude (g = 980.6199 gals.).
 LY0574
 LY0574.The modeled gravity was interpolated from observed gravity values.
 LY0574
 LY0574;                    North         East    Units  Estimated Accuracy
 LY0574;SPC PA N     -   117,560.      840,420.      MT  (+/- 180 meters Scaled)
 LY0574
 LY0574                          SUPERSEDED SURVEY CONTROL
 LY0574
 LY0574.No superseded survey control is available for this station.
 LY0574
 LY0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL097597(NAD 83)
 LY0574_MARKER: DD = SURVEY DISK
 LY0574_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LY0574_SP_SET: BRIDGE ABUTMENT
 LY0574_MARK LOGO: PADH  
 LY0574_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0574_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0574+SATELLITE: SATELLITE OBSERVATIONS - January 10, 1995
 LY0574
 LY0574  HISTORY     - Date     Condition        Report By
 LY0574  HISTORY     - UNK      MONUMENTED       PADH
 LY0574  HISTORY     - 1956     GOOD             NGS
 LY0574  HISTORY     - 1978     GOOD             NGS
 LY0574  HISTORY     - 19950110 GOOD             NJGS
 LY0574
 LY0574                          STATION DESCRIPTION
 LY0574
 LY0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LY0574'2.3 MI SW FROM DINGMANS FERRY.
 LY0574'2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 209 FROM THE POST OFFICE
 LY0574'AT DINGMANS FERRY, ON TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 LY0574'CONCRETE ABUTMENT OF A SMALL BRIDGE OVER A CREEK, 16 FEET
 LY0574'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND LEVEL WITH THE
 LY0574'SURFACE OF THE HIGHWAY.
 LY0574
 LY0574                          STATION RECOVERY (1978)
 LY0574
 LY0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LY0574'RECOVERED IN GOOD CONDITION.
 LY0574
 LY0574                          STATION RECOVERY (1995)
 LY0574
 LY0574'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 LY0574'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE POST OFFICE
 LY0574'WAS FORMERLY LOCATED NEAR THE INTERSECTION OF STATE ROUTE 209 AND
 LY0574'JOHNNY BEE ROAD.  THE BRIDGE IS AT MILEPOST 10.95 ON STATE ROUTE 209,
 LY0574'AND APPROXIMATELY 50 M (164.0 FT) SOUTHWEST FROM THE TEE JUNCTION OF
 LY0574'CHESTNUT RIDGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1505 ***********************************************************************
 JV1505  DESIGNATION -  372 USE
 JV1505  PID         -  JV1505
 JV1505  STATE/COUNTY-  PA/YORK
 JV1505  USGS QUAD   -  YORK (1990)
 JV1505
 JV1505                         *CURRENT SURVEY CONTROL
 JV1505  ___________________________________________________________________
 JV1505* NAD 83(1986)-  39 57 14.     (N)    076 44 02.     (W)     SCALED    
 JV1505* NAVD 88     -       113.135  (meters)     371.18   (feet)  ADJUSTED  
 JV1505  ___________________________________________________________________
 JV1505  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JV1505  DYNAMIC HT  -         113.077 (meters)     370.99  (feet)  COMP
 JV1505  MODELED GRAV-     980,112.7   (mgal)                       NAVD 88
 JV1505
 JV1505  VERT ORDER  -  SECOND    CLASS 0
 JV1505
 JV1505.The horizontal coordinates were scaled from a topographic map and have
 JV1505.an estimated accuracy of +/- 6 seconds.
 JV1505
 JV1505.The orthometric height was determined by differential leveling
 JV1505.and adjusted by the National Geodetic Survey in June 1991..
 JV1505
 JV1505.The geoid height was determined by GEOID03.
 JV1505
 JV1505.The dynamic height is computed by dividing the NAVD 88
 JV1505.geopotential number by the normal gravity value computed on the
 JV1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1505.degrees latitude (g = 980.6199 gals.).
 JV1505
 JV1505.The modeled gravity was interpolated from observed gravity values.
 JV1505
 JV1505;                    North         East    Units  Estimated Accuracy
 JV1505;SPC PA S     -    69,400.      686,830.      MT  (+/- 180 meters Scaled)
 JV1505
 JV1505                          SUPERSEDED SURVEY CONTROL
 JV1505
 JV1505  NGVD 29 (??/??/??)  113.397  (m)          372.04   (f) ADJUSTED    2 0
 JV1505
 JV1505.Superseded values are not recommended for survey control.
 JV1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1505.See file dsdata.txt to determine how the superseded data were derived.
 JV1505
 JV1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK518240(NAD 83)
 JV1505_MARKER: DD = SURVEY DISK
 JV1505_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1505_SP_SET: BRIDGE
 JV1505_STAMPING: 372 USE
 JV1505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1505
 JV1505  HISTORY     - Date     Condition        Report By
 JV1505  HISTORY     - UNK      MONUMENTED       DOD
 JV1505  HISTORY     - 1943     GOOD             CGS
 JV1505
 JV1505                          STATION DESCRIPTION
 JV1505
 JV1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 JV1505'AT YORK.
 JV1505'AT YORK, YORK COUNTY, 24 FEET EAST OF THE CENTERLINE OF PENN
 JV1505'STREET, AT THE NORTH END OF COUNTY BRIDGE 82 OVER CODORUS CREEK,
 JV1505'IN THE TOP OF THE NORTHEAST WING WALL, AND 6 INCHES EAST OF THE
 JV1505'COPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0575 ***********************************************************************
 LY0575  DESIGNATION -  373 PADH
 LY0575  PID         -  LY0575
 LY0575  STATE/COUNTY-  PA/PIKE
 LY0575  USGS QUAD   -  LAKE MASKENOZHA (1995)
 LY0575
 LY0575                         *CURRENT SURVEY CONTROL
 LY0575  ___________________________________________________________________
 LY0575* NAD 83(1986)-  41 09 08.     (N)    074 55 02.     (W)     SCALED    
 LY0575* NAVD 88     -       113.206  (meters)     371.41   (feet)  ADJUSTED  
 LY0575  ___________________________________________________________________
 LY0575  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 LY0575  DYNAMIC HT  -         113.158 (meters)     371.25  (feet)  COMP
 LY0575  MODELED GRAV-     980,195.8   (mgal)                       NAVD 88
 LY0575
 LY0575  VERT ORDER  -  FIRST     CLASS II
 LY0575
 LY0575.The horizontal coordinates were scaled from a topographic map and have
 LY0575.an estimated accuracy of +/- 6 seconds.
 LY0575
 LY0575.The orthometric height was determined by differential leveling
 LY0575.and adjusted by the National Geodetic Survey in June 1991..
 LY0575.WARNING-Repeat measurements at this control monument indicate possible
 LY0575.vertical movement.
 LY0575
 LY0575.The geoid height was determined by GEOID03.
 LY0575
 LY0575.The dynamic height is computed by dividing the NAVD 88
 LY0575.geopotential number by the normal gravity value computed on the
 LY0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0575.degrees latitude (g = 980.6199 gals.).
 LY0575
 LY0575.The modeled gravity was interpolated from observed gravity values.
 LY0575
 LY0575;                    North         East    Units  Estimated Accuracy
 LY0575;SPC PA N     -   113,340.      837,740.      MT  (+/- 180 meters Scaled)
 LY0575
 LY0575                          SUPERSEDED SURVEY CONTROL
 LY0575
 LY0575.No superseded survey control is available for this station.
 LY0575
 LY0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL069556(NAD 83)
 LY0575_MARKER: DD = SURVEY DISK
 LY0575_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0575_SP_SET: BRIDGE
 LY0575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0575
 LY0575  HISTORY     - Date     Condition        Report By
 LY0575  HISTORY     - UNK      MONUMENTED       PADH
 LY0575  HISTORY     - 1956     GOOD             NGS
 LY0575  HISTORY     - 1978     GOOD             NGS
 LY0575
 LY0575                          STATION DESCRIPTION
 LY0575
 LY0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LY0575'5.4 MI SW FROM DINGMANS FERRY.
 LY0575'5.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 209 FROM THE POST OFFICE
 LY0575'AT DINGMANS FERRY, ON TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 LY0575'CONCRETE ABUTMENT OF A CONCRETE BRIDGE OVER A CREEK, 18 FEET
 LY0575'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND 1-FOOT BELOW
 LY0575'THE LEVEL OF THE HIGHWAY.  NOTE-- DUE TO THE DISCREPANCY
 LY0575'BETWEEN THIS DESCRIPTION AND THE ORIGINAL ONE THIS COULD
 LY0575'POSSIBLY BE A DIFFERENT MARK.  NO OTHER BRIDGE COULD BE LOCATED
 LY0575'IN THE VICINITY AND THIS IS THE ONLY MARK FOUND IN THE ABOVE
 LY0575'MENTIONED BRIDGE.
 LY0575
 LY0575                          STATION RECOVERY (1978)
 LY0575
 LY0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LY0575'BRIDGE DAMAGED AT TOP BUT NO VISIBLE CRACKS AROUND MARK OR BASE
 LY0575'OF BRIDGE, GOOD FOR LEVELING. NOTE, WRITTEN FROM CHURCH OF BUSHKILL
 LY0575'AT BUSHKILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2550 ***********************************************************************
 KV2550  DESIGNATION -  373 USGS
 KV2550  PID         -  KV2550
 KV2550  STATE/COUNTY-  PA/BERKS
 KV2550  USGS QUAD   -  HAMBURG (1977)
 KV2550
 KV2550                         *CURRENT SURVEY CONTROL
 KV2550  ___________________________________________________________________
 KV2550* NAD 83(1986)-  40 33 20.     (N)    075 59 03.     (W)     SCALED    
 KV2550* NAVD 88     -       113.325  (meters)     371.80   (feet)  ADJUSTED  
 KV2550  ___________________________________________________________________
 KV2550  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 KV2550  DYNAMIC HT  -         113.268 (meters)     371.61  (feet)  COMP
 KV2550  MODELED GRAV-     980,122.4   (mgal)                       NAVD 88
 KV2550
 KV2550  VERT ORDER  -  SECOND    CLASS 0
 KV2550
 KV2550.The horizontal coordinates were scaled from a topographic map and have
 KV2550.an estimated accuracy of +/- 6 seconds.
 KV2550
 KV2550.The orthometric height was determined by differential leveling
 KV2550.and adjusted by the National Geodetic Survey in June 1991..
 KV2550
 KV2550.The geoid height was determined by GEOID03.
 KV2550
 KV2550.The dynamic height is computed by dividing the NAVD 88
 KV2550.geopotential number by the normal gravity value computed on the
 KV2550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2550.degrees latitude (g = 980.6199 gals.).
 KV2550
 KV2550.The modeled gravity was interpolated from observed gravity values.
 KV2550
 KV2550;                    North         East    Units  Estimated Accuracy
 KV2550;SPC PA S     -   137,210.      749,550.      MT  (+/- 180 meters Scaled)
 KV2550
 KV2550                          SUPERSEDED SURVEY CONTROL
 KV2550
 KV2550  NGVD 29 (??/??/??)  113.544  (m)          372.52   (f) ADJUSTED    2 0
 KV2550
 KV2550.Superseded values are not recommended for survey control.
 KV2550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2550.See file dsdata.txt to determine how the superseded data were derived.
 KV2550
 KV2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK166898(NAD 83)
 KV2550_MARKER: DD = SURVEY DISK
 KV2550_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2550_SP_SET: WATER TABLE
 KV2550_STAMPING: 373 1908
 KV2550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2550
 KV2550  HISTORY     - Date     Condition        Report By
 KV2550  HISTORY     - 1908     MONUMENTED       USGS
 KV2550  HISTORY     - 1942     GOOD             CGS
 KV2550  HISTORY     - 1976     MARK NOT FOUND   LOCENG
 KV2550  HISTORY     - 20050520 POOR             GEOCAC
 KV2550
 KV2550                          STATION DESCRIPTION
 KV2550
 KV2550'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2550'AT HAMBURG.
 KV2550'AT HAMBURG, AT THE ARMORY HALL, SET IN THE SOUTH FACE NEAR THE
 KV2550'NORTHWEST ENTRANCE AT THE NORTHWEST CORNER OF BUILDING, ABOUT
 KV2550'200 FEET SOUTHEAST OF THE POST OFFICE, 24.6 FEET EAST OF THE
 KV2550'EAST CURB OF THE STREET, 2.5 FEET ABOVE SIDE-WALK LEVEL.  A
 KV2550'U.S. GEOLOGICAL SURVEY BRONZE DISK SET VERTICALLY IN THE
 KV2550'WATER TABLE.
 KV2550
 KV2550                          STATION RECOVERY (1976)
 KV2550
 KV2550'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 KV2550'MARK NOT FOUND.
 KV2550
 KV2550                          STATION RECOVERY (2005)
 KV2550
 KV2550'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KV2550'STEM REMAINS BUT DISK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0622 ***********************************************************************
 KW0622  DESIGNATION -  374
 KW0622  PID         -  KW0622
 KW0622  STATE/COUNTY-  PA/LANCASTER
 KW0622  USGS QUAD   -  LITITZ (1995)
 KW0622
 KW0622                         *CURRENT SURVEY CONTROL
 KW0622  ___________________________________________________________________
 KW0622* NAD 83(1986)-  40 09 22.     (N)    076 17 36.     (W)     SCALED    
 KW0622* NAVD 88     -       109.920  (meters)     360.63   (feet)  ADJUSTED  
 KW0622  ___________________________________________________________________
 KW0622  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 KW0622  DYNAMIC HT  -         109.862 (meters)     360.44  (feet)  COMP
 KW0622  MODELED GRAV-     980,092.6   (mgal)                       NAVD 88
 KW0622
 KW0622  VERT ORDER  -  SECOND    CLASS 0
 KW0622
 KW0622.The horizontal coordinates were scaled from a topographic map and have
 KW0622.an estimated accuracy of +/- 6 seconds.
 KW0622
 KW0622.The orthometric height was determined by differential leveling
 KW0622.and adjusted by the National Geodetic Survey in June 1991..
 KW0622
 KW0622.The geoid height was determined by GEOID03.
 KW0622
 KW0622.The dynamic height is computed by dividing the NAVD 88
 KW0622.geopotential number by the normal gravity value computed on the
 KW0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0622.degrees latitude (g = 980.6199 gals.).
 KW0622
 KW0622.The modeled gravity was interpolated from observed gravity values.
 KW0622
 KW0622;                    North         East    Units  Estimated Accuracy
 KW0622;SPC PA S     -    92,380.      724,100.      MT  (+/- 180 meters Scaled)
 KW0622
 KW0622                          SUPERSEDED SURVEY CONTROL
 KW0622
 KW0622  NGVD 29 (??/??/??)  110.145  (m)          361.37   (f) ADJUSTED    2 0
 KW0622
 KW0622.Superseded values are not recommended for survey control.
 KW0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0622.See file dsdata.txt to determine how the superseded data were derived.
 KW0622
 KW0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK898458(NAD 83)
 KW0622_MARKER: Q = CHISELED SQUARE
 KW0622_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0622_SP_SET: DOOR SILL
 KW0622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0622
 KW0622  HISTORY     - Date     Condition        Report By
 KW0622  HISTORY     - UNK      MONUMENTED       CGS
 KW0622  HISTORY     - 1935     GOOD             CGS
 KW0622  HISTORY     - 1954     GOOD             CGS
 KW0622  HISTORY     - 20060128 MARK NOT FOUND   GEOCAC
 KW0622
 KW0622                          STATION DESCRIPTION
 KW0622
 KW0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0622'AT LITITZ.
 KW0622'AT LITITZ, LANCASTER COUNTY, AT THE READING CO. RAILWAY STATION
 KW0622'ON THE TOP OF THE DOOR SILL AT THE EAST END OF THE NORTH ENTRANCE.
 KW0622'A CHISELED SQUARE.
 KW0622
 KW0622                          STATION RECOVERY (1954)
 KW0622
 KW0622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 KW0622'RECOVERED IN GOOD CONDITION.
 KW0622
 KW0622                          STATION RECOVERY (2006)
 KW0622
 KW0622'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0622'TRAIN STATION HAS BEEN TORN DOWN.
 KW0622'NOTE-A REPLICA STATION HAS BEEN BUILT IN THE DOWNTOWN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0577 ***********************************************************************
 LY0577  DESIGNATION -  377 PADH
 LY0577  PID         -  LY0577
 LY0577  STATE/COUNTY-  PA/PIKE
 LY0577  USGS QUAD   -  FLATBROOKVILLE (1997)
 LY0577
 LY0577                         *CURRENT SURVEY CONTROL
 LY0577  ___________________________________________________________________
 LY0577* NAD 83(1986)-  41 07 29.     (N)    074 57 13.     (W)     SCALED    
 LY0577* NAVD 88     -       114.595  (meters)     375.97   (feet)  ADJUSTED  
 LY0577  ___________________________________________________________________
 LY0577  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 LY0577  DYNAMIC HT  -         114.544 (meters)     375.80  (feet)  COMP
 LY0577  MODELED GRAV-     980,181.2   (mgal)                       NAVD 88
 LY0577
 LY0577  VERT ORDER  -  FIRST     CLASS II
 LY0577
 LY0577.The horizontal coordinates were scaled from a topographic map and have
 LY0577.an estimated accuracy of +/- 6 seconds.
 LY0577
 LY0577.The orthometric height was determined by differential leveling
 LY0577.and adjusted by the National Geodetic Survey in June 1991..
 LY0577
 LY0577.The geoid height was determined by GEOID03.
 LY0577
 LY0577.The dynamic height is computed by dividing the NAVD 88
 LY0577.geopotential number by the normal gravity value computed on the
 LY0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0577.degrees latitude (g = 980.6199 gals.).
 LY0577
 LY0577.The modeled gravity was interpolated from observed gravity values.
 LY0577
 LY0577;                    North         East    Units  Estimated Accuracy
 LY0577;SPC PA N     -   110,190.      834,780.      MT  (+/- 180 meters Scaled)
 LY0577
 LY0577                          SUPERSEDED SURVEY CONTROL
 LY0577
 LY0577  NGVD 29 (??/??/92)  114.768  (m)          376.53   (f) ADJ UNCH    1 2
 LY0577
 LY0577.Superseded values are not recommended for survey control.
 LY0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0577.See file dsdata.txt to determine how the superseded data were derived.
 LY0577
 LY0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL038526(NAD 83)
 LY0577_MARKER: DD = SURVEY DISK
 LY0577_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0577_SP_SET: BRIDGE
 LY0577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0577
 LY0577  HISTORY     - Date     Condition        Report By
 LY0577  HISTORY     - UNK      MONUMENTED       PADH
 LY0577  HISTORY     - 1956     GOOD             NGS
 LY0577  HISTORY     - 1978     POOR             NGS
 LY0577
 LY0577                          STATION DESCRIPTION
 LY0577
 LY0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LY0577'3.4 MI NE FROM BUSHKILL.
 LY0577'3.4 MILES NORTHEAST ALONG U.S. HIGHWAY 209 FROM THE COUNTRY
 LY0577'VILLA HOTEL AT BUSHKILL, ON TOP OF THE SOUTHEAST END OF THE
 LY0577'SOUTHWEST CONCRETE ABUTMENT OF A CONCRETE BRIDGE OVER TOMS CREEK.
 LY0577'ABOUT 450 FEET NORTHWEST OF THE CENTER LINE OF THE PRESENT
 LY0577'HIGHWAY, 16 FEET SOUTHEAST OF THE CENTER LINE OF THE OLD
 LY0577'HIGHWAY AND 1-FOOT LOWER THAN THE HIGHWAY.
 LY0577
 LY0577                          STATION RECOVERY (1978)
 LY0577
 LY0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LY0577'MARK RECOVERED BUT NOT FIT FOR LEVELS DUE TO LARGE CRACKS IN
 LY0577'BRIDGE.  MAY 10, 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1045 ***********************************************************************
 KW1045  DESIGNATION -  378 USGS
 KW1045  PID         -  KW1045
 KW1045  STATE/COUNTY-  PA/YORK
 KW1045  USGS QUAD   -  DOVER (1972)
 KW1045
 KW1045                         *CURRENT SURVEY CONTROL
 KW1045  ___________________________________________________________________
 KW1045* NAD 83(1986)-  40 03 01.     (N)    076 45 57.     (W)     SCALED    
 KW1045* NAVD 88     -       115.059  (meters)     377.49   (feet)  ADJUSTED  
 KW1045  ___________________________________________________________________
 KW1045  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KW1045  DYNAMIC HT  -         114.998 (meters)     377.29  (feet)  COMP
 KW1045  MODELED GRAV-     980,100.6   (mgal)                       NAVD 88
 KW1045
 KW1045  VERT ORDER  -  SECOND    CLASS 0
 KW1045
 KW1045.The horizontal coordinates were scaled from a topographic map and have
 KW1045.an estimated accuracy of +/- 6 seconds.
 KW1045
 KW1045.The orthometric height was determined by differential leveling
 KW1045.and adjusted by the National Geodetic Survey in June 1991..
 KW1045
 KW1045.The geoid height was determined by GEOID03.
 KW1045
 KW1045.The dynamic height is computed by dividing the NAVD 88
 KW1045.geopotential number by the normal gravity value computed on the
 KW1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1045.degrees latitude (g = 980.6199 gals.).
 KW1045
 KW1045.The modeled gravity was interpolated from observed gravity values.
 KW1045
 KW1045;                    North         East    Units  Estimated Accuracy
 KW1045;SPC PA S     -    80,070.      683,980.      MT  (+/- 180 meters Scaled)
 KW1045
 KW1045                          SUPERSEDED SURVEY CONTROL
 KW1045
 KW1045  NGVD 29 (??/??/??)  115.294  (m)          378.26   (f) ADJUSTED    2 0
 KW1045
 KW1045.Superseded values are not recommended for survey control.
 KW1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1045.See file dsdata.txt to determine how the superseded data were derived.
 KW1045
 KW1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK493348(NAD 83)
 KW1045_MARKER: DD = SURVEY DISK
 KW1045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1045_SP_SET: STEP
 KW1045_STAMPING: 378 ADJ 1903
 KW1045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1045
 KW1045  HISTORY     - Date     Condition        Report By
 KW1045  HISTORY     - 1903     MONUMENTED       USGS
 KW1045  HISTORY     - 1942     GOOD             CGS
 KW1045  HISTORY     - 1961     GOOD             CGS
 KW1045
 KW1045                          STATION DESCRIPTION
 KW1045
 KW1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1045'3 MI SW FROM MANCHESTER.
 KW1045'ABOUT 3.0 MILES SOUTHWEST ALONG ROAD NO. 66002 FROM THE POST
 KW1045'OFFICE AT MANCHESTER, 41 FEET NORTH OF THE CENTER LINE OF ROAD
 KW1045'NO. 66002, 15.8 FEET NORTHEAST OF THE SOUTHWEST CORNER OF
 KW1045'QUICKELS BRICK CHURCH.
 KW1045
 KW1045                          STATION RECOVERY (1961)
 KW1045
 KW1045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 KW1045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0641 ***********************************************************************
 KW0641  DESIGNATION -  379
 KW0641  PID         -  KW0641
 KW0641  STATE/COUNTY-  PA/LANCASTER
 KW0641  USGS QUAD   -  EPHRATA (1992)
 KW0641
 KW0641                         *CURRENT SURVEY CONTROL
 KW0641  ___________________________________________________________________
 KW0641* NAD 83(1986)-  40 10 47.     (N)    076 10 32.     (W)     SCALED    
 KW0641* NAVD 88     -       115.657  (meters)     379.45   (feet)  POSTED    
 KW0641  ___________________________________________________________________
 KW0641  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 KW0641  DYNAMIC HT  -         115.600 (meters)     379.26  (feet)  COMP
 KW0641  MODELED GRAV-     980,101.2   (mgal)                       NAVD 88
 KW0641
 KW0641  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 KW0641
 KW0641.The horizontal coordinates were scaled from a topographic map and have
 KW0641.an estimated accuracy of +/- 6 seconds.
 KW0641
 KW0641.The orthometric height was determined by differential leveling
 KW0641.and adjusted by the National Geodetic Survey in 1992..
 KW0641.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 KW0641.rate of 3.1 thru 4.0 mm/km.
 KW0641
 KW0641.The geoid height was determined by GEOID03.
 KW0641
 KW0641.The dynamic height is computed by dividing the NAVD 88
 KW0641.geopotential number by the normal gravity value computed on the
 KW0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0641.degrees latitude (g = 980.6199 gals.).
 KW0641
 KW0641.The modeled gravity was interpolated from observed gravity values.
 KW0641
 KW0641;                    North         East    Units  Estimated Accuracy
 KW0641;SPC PA S     -    95,170.      734,080.      MT  (+/- 180 meters Scaled)
 KW0641
 KW0641                          SUPERSEDED SURVEY CONTROL
 KW0641
 KW0641  NGVD 29 (??/??/??)  115.885  (m)          380.20   (f) ADJUSTED    2 0
 KW0641
 KW0641.Superseded values are not recommended for survey control.
 KW0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0641.See file dsdata.txt to determine how the superseded data were derived.
 KW0641
 KW0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK999483(NAD 83)
 KW0641_MARKER: Q = CHISELED SQUARE
 KW0641_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0641_SP_SET: FOOTING
 KW0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0641
 KW0641  HISTORY     - Date     Condition        Report By
 KW0641  HISTORY     - UNK      MONUMENTED       CGS
 KW0641  HISTORY     - 1935     GOOD             CGS
 KW0641  HISTORY     - 20060529 MARK NOT FOUND   GEOCAC
 KW0641
 KW0641                          STATION DESCRIPTION
 KW0641
 KW0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0641'AT EPHARATA.
 KW0641'AT EPHRATA, LANCASTER COUNTY, AT THE READING CO. RAILWAY STATION,
 KW0641'AT THE CROSSING OF U.S. HIGHWAY 222 AND CROSS STREET, 24 FEET
 KW0641'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 12 FEET EAST OF THE
 KW0641'CENTER LINE OF THE STREET, AND ON THE TOP OF THE FOOTING OF AN
 KW0641'ELECTRIC ALARM SIGNAL POST.  A CHISELED SQUARE.
 KW0641
 KW0641                          STATION RECOVERY (2006)
 KW0641
 KW0641'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0641'RAILROAD TRACKS HAVE BEEN REMOVED. ALARM SIGNAL HAS BEEN REMOVED. NO
 KW0641'EVIDENCE OF A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0314 ***********************************************************************
 MA0314  DESIGNATION -  38
 MA0314  PID         -  MA0314
 MA0314  STATE/COUNTY-  PA/CAMERON
 MA0314  USGS QUAD   -  CAMERON (1971)
 MA0314
 MA0314                         *CURRENT SURVEY CONTROL
 MA0314  ___________________________________________________________________
 MA0314* NAD 83(1986)-  41 24 49.     (N)    078 11 56.     (W)     SCALED    
 MA0314* NAVD 88     -       277.659  (meters)     910.95   (feet)  ADJUSTED  
 MA0314  ___________________________________________________________________
 MA0314  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 MA0314  DYNAMIC HT  -         277.542 (meters)     910.57  (feet)  COMP
 MA0314  MODELED GRAV-     980,195.5   (mgal)                       NAVD 88
 MA0314
 MA0314  VERT ORDER  -  SECOND    CLASS 0
 MA0314
 MA0314.The horizontal coordinates were scaled from a topographic map and have
 MA0314.an estimated accuracy of +/- 6 seconds.
 MA0314
 MA0314.The orthometric height was determined by differential leveling
 MA0314.and adjusted by the National Geodetic Survey in June 1991..
 MA0314
 MA0314.The geoid height was determined by GEOID03.
 MA0314
 MA0314.The dynamic height is computed by dividing the NAVD 88
 MA0314.geopotential number by the normal gravity value computed on the
 MA0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0314.degrees latitude (g = 980.6199 gals.).
 MA0314
 MA0314.The modeled gravity was interpolated from observed gravity values.
 MA0314
 MA0314;                    North         East    Units  Estimated Accuracy
 MA0314;SPC PA N     -   138,580.      562,470.      MT  (+/- 180 meters Scaled)
 MA0314
 MA0314                          SUPERSEDED SURVEY CONTROL
 MA0314
 MA0314  NGVD 29 (??/??/92)  277.828  (m)          911.51   (f) ADJ UNCH    2 0
 MA0314
 MA0314.Superseded values are not recommended for survey control.
 MA0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0314.See file dsdata.txt to determine how the superseded data were derived.
 MA0314
 MA0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF341884(NAD 83)
 MA0314_MARKER: Q = CHISELED SQUARE
 MA0314_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0314_SP_SET: ABUTMENT
 MA0314_STAMPING: BM 38
 MA0314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0314
 MA0314  HISTORY     - Date     Condition        Report By
 MA0314  HISTORY     - UNK      MONUMENTED       PRR
 MA0314  HISTORY     - 1934     GOOD             NGS
 MA0314
 MA0314                          STATION DESCRIPTION
 MA0314
 MA0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0314'9.3 MI W FROM DRIFTWOOD.
 MA0314'9.3 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM DRIFTWOOD,
 MA0314'CAMERON COUNTY, AT STERLING RUN, ABOUT 0.3 MILE WEST OF MILEPOST
 MA0314'159, AT BRIDGE 158.70, IN THE TOP OF THE NORTH END OF THE EAST
 MA0314'STONE ABUTMENT, 8-1/2 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 MA0314'AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A CHISELED
 MA0314'SQUARE, MARKED B M 38.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0345 ***********************************************************************
 LZ0345  DESIGNATION -  38
 LZ0345  PID         -  LZ0345
 LZ0345  STATE/COUNTY-  PA/LYCOMING
 LZ0345  USGS QUAD   -  PICTURE ROCKS (1983)
 LZ0345
 LZ0345                         *CURRENT SURVEY CONTROL
 LZ0345  ___________________________________________________________________
 LZ0345* NAD 83(1986)-  41 19 02.     (N)    076 37 40.     (W)     SCALED    
 LZ0345* NAVD 88     -       243.094  (meters)     797.55   (feet)  ADJUSTED  
 LZ0345  ___________________________________________________________________
 LZ0345  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LZ0345  DYNAMIC HT  -         242.990 (meters)     797.21  (feet)  COMP
 LZ0345  MODELED GRAV-     980,191.2   (mgal)                       NAVD 88
 LZ0345
 LZ0345  VERT ORDER  -  SECOND    CLASS 0
 LZ0345
 LZ0345.The horizontal coordinates were scaled from a topographic map and have
 LZ0345.an estimated accuracy of +/- 6 seconds.
 LZ0345
 LZ0345.The orthometric height was determined by differential leveling
 LZ0345.and adjusted by the National Geodetic Survey in June 1991..
 LZ0345
 LZ0345.The geoid height was determined by GEOID03.
 LZ0345
 LZ0345.The dynamic height is computed by dividing the NAVD 88
 LZ0345.geopotential number by the normal gravity value computed on the
 LZ0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0345.degrees latitude (g = 980.6199 gals.).
 LZ0345
 LZ0345.The modeled gravity was interpolated from observed gravity values.
 LZ0345
 LZ0345;                    North         East    Units  Estimated Accuracy
 LZ0345;SPC PA N     -   128,380.      693,960.      MT  (+/- 180 meters Scaled)
 LZ0345
 LZ0345                          SUPERSEDED SURVEY CONTROL
 LZ0345
 LZ0345  NGVD 29 (??/??/92)  243.285  (m)          798.18   (f) ADJ UNCH    2 0
 LZ0345
 LZ0345.Superseded values are not recommended for survey control.
 LZ0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0345.See file dsdata.txt to determine how the superseded data were derived.
 LZ0345
 LZ0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL637752(NAD 83)
 LZ0345_MARKER: DD = SURVEY DISK
 LZ0345_SETTING: 80 = SET IN A BOULDER
 LZ0345_SP_SET: BOULDER
 LZ0345_STAMPING: 38 K NO TTS STA 1927
 LZ0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0345+STABILITY: SURFACE MOTION
 LZ0345
 LZ0345  HISTORY     - Date     Condition        Report By
 LZ0345  HISTORY     - 1927     MONUMENTED       USGS
 LZ0345  HISTORY     - 1969     GOOD             NGS
 LZ0345
 LZ0345                          STATION DESCRIPTION
 LZ0345
 LZ0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ0345'3.9 MI SW FROM MUNCY VALLEY.
 LZ0345'ABOUT 3.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 220 FROM THE POST
 LZ0345'OFFICE IN MUNCY VALLEY, 110 FEET EAST OF POWERLINE POLE NO. M-823,
 LZ0345'40 FEET SOUTHWEST OF POWERLINE POLE NO. M-824, 35 FEET SOUTH
 LZ0345'OF THE CENTERLINE OF THE HIGHWAY, 3 FEET SOUTH OF THE NORTH EDGE
 LZ0345'OF THE BOULDER, 5 FEET EAST OF THE WEST EDGE OF THE BOULDER, SET
 LZ0345'IN THE TOP OF A 14 X 18 FOOT BOULDER PROJECTING 4 FEET AND IS
 LZ0345'ABOUT 10 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0971 ***********************************************************************
 KX0971  DESIGNATION -  38 A
 KX0971  PID         -  KX0971
 KX0971  STATE/COUNTY-  PA/WESTMORELAND
 KX0971  USGS QUAD   -  NEW FLORENCE (1993)
 KX0971
 KX0971                         *CURRENT SURVEY CONTROL
 KX0971  ___________________________________________________________________
 KX0971* NAD 83(1986)-  40 22 42.     (N)    079 05 29.     (W)     SCALED    
 KX0971* NAVD 88     -       326.413  (meters)    1070.91   (feet)  ADJUSTED  
 KX0971  ___________________________________________________________________
 KX0971  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KX0971  DYNAMIC HT  -         326.239 (meters)    1070.34  (feet)  COMP
 KX0971  MODELED GRAV-     980,085.0   (mgal)                       NAVD 88
 KX0971
 KX0971  VERT ORDER  -  FIRST     CLASS I
 KX0971
 KX0971.The horizontal coordinates were scaled from a topographic map and have
 KX0971.an estimated accuracy of +/- 6 seconds.
 KX0971
 KX0971.The orthometric height was determined by differential leveling
 KX0971.and adjusted by the National Geodetic Survey in June 1991..
 KX0971
 KX0971.The geoid height was determined by GEOID03.
 KX0971
 KX0971.The dynamic height is computed by dividing the NAVD 88
 KX0971.geopotential number by the normal gravity value computed on the
 KX0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0971.degrees latitude (g = 980.6199 gals.).
 KX0971
 KX0971.The modeled gravity was interpolated from observed gravity values.
 KX0971
 KX0971;                    North         East    Units  Estimated Accuracy
 KX0971;SPC PA S     -   116,900.      486,100.      MT  (+/- 180 meters Scaled)
 KX0971
 KX0971                          SUPERSEDED SURVEY CONTROL
 KX0971
 KX0971  NGVD 29 (??/??/92)  326.586  (m)         1071.47   (f) ADJ UNCH    1 1
 KX0971
 KX0971.Superseded values are not recommended for survey control.
 KX0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0971.See file dsdata.txt to determine how the superseded data were derived.
 KX0971
 KX0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE620714(NAD 83)
 KX0971_MARKER: B = BOLT
 KX0971_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0971_SP_SET: BRIDGE STONE WALL
 KX0971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0971
 KX0971  HISTORY     - Date     Condition        Report By
 KX0971  HISTORY     - UNK      MONUMENTED       PRR
 KX0971  HISTORY     - 1966     GOOD             NGS
 KX0971
 KX0971                          STATION DESCRIPTION
 KX0971
 KX0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0971'1 MI W FROM NEW FLORENCE.
 KX0971'1.0 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE RAILROAD
 KX0971'OVERPASS OVER LIGONIER STREET AT NEW FLORENCE, ABOUT 0.2 MILE OF
 KX0971'MILEPOST 290, SET IN THE TOP OF THE EAST END OF THE SOUTH STONE
 KX0971'WALL TO THE ARCHED RAILROAD BRIDGE OVER THE CONEMAUGH RIVER AND A
 KX0971'GRAVELED ROAD, ABOUT 2 FEET BELOW LEVEL OF TRACK, 19.8 FEET
 KX0971'SOUTH OF THE SOUTH RAIL OF THE SOUTH ONE OF THREE TRACKS, 0.8 FEET
 KX0971'WEST OF THE EAST END OF THE STONE WALL AND IS A 1-INCH COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1382 ***********************************************************************
 KW1382  DESIGNATION -  38 PRR
 KW1382  PID         -  KW1382
 KW1382  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW1382  USGS QUAD   -  PILLOW (1975)
 KW1382
 KW1382                         *CURRENT SURVEY CONTROL
 KW1382  ___________________________________________________________________
 KW1382* NAD 83(1986)-  40 43 25.     (N)    076 50 22.     (W)     SCALED    
 KW1382* NAVD 88     -       129.375  (meters)     424.46   (feet)  ADJUSTED  
 KW1382  ___________________________________________________________________
 KW1382  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KW1382  DYNAMIC HT  -         129.315 (meters)     424.26  (feet)  COMP
 KW1382  MODELED GRAV-     980,163.2   (mgal)                       NAVD 88
 KW1382
 KW1382  VERT ORDER  -  FIRST     CLASS II
 KW1382
 KW1382.The horizontal coordinates were scaled from a topographic map and have
 KW1382.an estimated accuracy of +/- 6 seconds.
 KW1382
 KW1382.The orthometric height was determined by differential leveling
 KW1382.and adjusted by the National Geodetic Survey in June 1991..
 KW1382
 KW1382.The geoid height was determined by GEOID03.
 KW1382
 KW1382.The dynamic height is computed by dividing the NAVD 88
 KW1382.geopotential number by the normal gravity value computed on the
 KW1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1382.degrees latitude (g = 980.6199 gals.).
 KW1382
 KW1382.The modeled gravity was interpolated from observed gravity values.
 KW1382
 KW1382;                    North         East    Units  Estimated Accuracy
 KW1382;SPC PA N     -    62,260.      676,930.      MT  (+/- 180 meters Scaled)
 KW1382
 KW1382                          SUPERSEDED SURVEY CONTROL
 KW1382
 KW1382  NGVD 29 (??/??/??)  129.605  (m)          425.21   (f) ADJUSTED    1 2
 KW1382
 KW1382.Superseded values are not recommended for survey control.
 KW1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1382.See file dsdata.txt to determine how the superseded data were derived.
 KW1382
 KW1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL446097(NAD 83)
 KW1382_MARKER: B = BOLT
 KW1382_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1382_SP_SET: ABUTMENT
 KW1382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1382
 KW1382  HISTORY     - Date     Condition        Report By
 KW1382  HISTORY     - UNK      MONUMENTED       PRR
 KW1382  HISTORY     - 1941     GOOD             CGS
 KW1382  HISTORY     - 19980825 GOOD             PADT
 KW1382
 KW1382                          STATION DESCRIPTION
 KW1382
 KW1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1382'0.9 MI N FROM HERNDON.
 KW1382'0.9 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1382'STATION AT HERNDON, AT BRIDGE 128.19, IN THE WEST END OF THE
 KW1382'SOUTH ABUTMENT, 9.8 FEET WEST OF THE WEST RAIL OF THE
 KW1382'SOUTH-BOUND TRACK, AND ABOUT 3-1/2 FEET LOWER THAN THE TOP OF
 KW1382'THE RAIL.  A COPPER BOLT, MARKED BM 38.
 KW1382
 KW1382                          STATION RECOVERY (1998)
 KW1382
 KW1382'RECOVERY NOTE BY PA DEPT OF TRANSP 1998 (CIH)
 KW1382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1533 ***********************************************************************
 JV1533  DESIGNATION -  38 PRR
 JV1533  PID         -  JV1533
 JV1533  STATE/COUNTY-  PA/YORK
 JV1533  USGS QUAD   -  NEW FREEDOM (1974)
 JV1533
 JV1533                         *CURRENT SURVEY CONTROL
 JV1533  ___________________________________________________________________
 JV1533* NAD 83(1986)-  39 44 13.     (N)    076 42 09.     (W)     SCALED    
 JV1533* NAVD 88     -       252.630  (meters)     828.84   (feet)  ADJUSTED  
 JV1533  ___________________________________________________________________
 JV1533  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 JV1533  DYNAMIC HT  -         252.502 (meters)     828.42  (feet)  COMP
 JV1533  MODELED GRAV-     980,114.7   (mgal)                       NAVD 88
 JV1533
 JV1533  VERT ORDER  -  SECOND    CLASS 0
 JV1533
 JV1533.The horizontal coordinates were scaled from a topographic map and have
 JV1533.an estimated accuracy of +/- 6 seconds.
 JV1533
 JV1533.The orthometric height was determined by differential leveling
 JV1533.and adjusted by the National Geodetic Survey in June 1991..
 JV1533
 JV1533.The geoid height was determined by GEOID03.
 JV1533
 JV1533.The dynamic height is computed by dividing the NAVD 88
 JV1533.geopotential number by the normal gravity value computed on the
 JV1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1533.degrees latitude (g = 980.6199 gals.).
 JV1533
 JV1533.The modeled gravity was interpolated from observed gravity values.
 JV1533
 JV1533;                    North         East    Units  Estimated Accuracy
 JV1533;SPC PA S     -    45,350.      689,790.      MT  (+/- 180 meters Scaled)
 JV1533
 JV1533                          SUPERSEDED SURVEY CONTROL
 JV1533
 JV1533  NGVD 29 (??/??/??)  252.832  (m)          829.50   (f) ADJUSTED    2 0
 JV1533
 JV1533.Superseded values are not recommended for survey control.
 JV1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1533.See file dsdata.txt to determine how the superseded data were derived.
 JV1533
 JV1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ541999(NAD 83)
 JV1533_MARKER: B = BOLT
 JV1533_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV1533_SP_SET: CULVERT
 JV1533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV1533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV1533+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2002
 JV1533
 JV1533  HISTORY     - Date     Condition        Report By
 JV1533  HISTORY     - UNK      MONUMENTED       PRR
 JV1533  HISTORY     - 1935     GOOD             CGS
 JV1533  HISTORY     - 1961     GOOD             CGS
 JV1533  HISTORY     - 20020519 GOOD             INDIV
 JV1533
 JV1533                          STATION DESCRIPTION
 JV1533
 JV1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1533'AT NEW FREEDOM.
 JV1533'AT NEW FREEDOM, YORK COUNTY, ABOUT 0.2 MILE SOUTH OF THE PENNSYLVANIA
 JV1533'RAILROAD STATION, AT A CULVERT, IN THE TOP OF THE CENTER OF THE
 JV1533'EAST COPING, 105 FEET EAST OF THE CENTER LINE OF A ROAD PARALLELING
 JV1533'THE WEST TRACK, AND 27 FEET EAST OF THE CENTER LINE OF THE EAST
 JV1533'TRACK.  A COPPER BOLT.
 JV1533
 JV1533                          STATION RECOVERY (1961)
 JV1533
 JV1533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JV1533'RECOVERED IN GOOD CONDITION.
 JV1533
 JV1533                          STATION RECOVERY (2002)
 JV1533
 JV1533'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JML)
 JV1533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1681 ***********************************************************************
 KW1681  DESIGNATION -  38 PRR
 KW1681  PID         -  KW1681
 KW1681  STATE/COUNTY-  PA/MIFFLIN
 KW1681  USGS QUAD   -  ALFARATA (1978)
 KW1681
 KW1681                         *CURRENT SURVEY CONTROL
 KW1681  ___________________________________________________________________
 KW1681* NAD 83(1986)-  40 38 21.     (N)    077 29 00.     (W)     SCALED    
 KW1681* NAVD 88     -       165.95   (+/-2cm)     544.5    (feet)  VERTCON   
 KW1681  ___________________________________________________________________
 KW1681  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KW1681
 KW1681  VERT ORDER  -  ? (See Below)
 KW1681
 KW1681.The horizontal coordinates were scaled from a topographic map and have
 KW1681.an estimated accuracy of +/- 6 seconds.
 KW1681
 KW1681.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW1681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW1681.The vertical order pertains to the NGVD 29 superseded value.
 KW1681
 KW1681.The geoid height was determined by GEOID03.
 KW1681
 KW1681;                    North         East    Units  Estimated Accuracy
 KW1681;SPC PA S     -   145,030.      622,560.      MT  (+/- 180 meters Scaled)
 KW1681
 KW1681                          SUPERSEDED SURVEY CONTROL
 KW1681
 KW1681  NGVD 29 (??/??/??)  166.166  (m)          545.16   (f) ADJUSTED    ?  
 KW1681
 KW1681.Superseded values are not recommended for survey control.
 KW1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1681.See file dsdata.txt to determine how the superseded data were derived.
 KW1681
 KW1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL900016(NAD 83)
 KW1681_MARKER: Q = CHISELED SQUARE
 KW1681_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1681_SP_SET: CULVERT
 KW1681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1681
 KW1681  HISTORY     - Date     Condition        Report By
 KW1681  HISTORY     - UNK      MONUMENTED       PRR
 KW1681  HISTORY     - 1934     GOOD             CGS
 KW1681  HISTORY     - 1966     MARK NOT FOUND   USGS
 KW1681
 KW1681                          STATION DESCRIPTION
 KW1681
 KW1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1681'6.6 MI E FROM MAITLAND.
 KW1681'6.6 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM LEWISTOWN,
 KW1681'1.3 MILES EAST OF MAITLAND, AT A BOX CULVERT, AND ON TOP OF THE
 KW1681'NORTH END.
 KW1681
 KW1681                          STATION RECOVERY (1966)
 KW1681
 KW1681'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KW1681'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2533 ***********************************************************************
 KV2533  DESIGNATION -  38 RDGRR=68 B RRR
 KV2533  PID         -  KV2533
 KV2533  STATE/COUNTY-  PA/BERKS
 KV2533  USGS QUAD   -  TOPTON (1992)
 KV2533
 KV2533                         *CURRENT SURVEY CONTROL
 KV2533  ___________________________________________________________________
 KV2533* NAD 83(1986)-  40 30 23.     (N)    075 40 27.     (W)     SCALED    
 KV2533* NAVD 88     -       140.625  (meters)     461.37   (feet)  ADJUSTED  
 KV2533  ___________________________________________________________________
 KV2533  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 KV2533  DYNAMIC HT  -         140.552 (meters)     461.13  (feet)  COMP
 KV2533  MODELED GRAV-     980,106.6   (mgal)                       NAVD 88
 KV2533
 KV2533  VERT ORDER  -  FIRST     CLASS II
 KV2533
 KV2533.The horizontal coordinates were scaled from a topographic map and have
 KV2533.an estimated accuracy of +/- 6 seconds.
 KV2533
 KV2533.The orthometric height was determined by differential leveling
 KV2533.and adjusted by the National Geodetic Survey in June 1991..
 KV2533
 KV2533.The geoid height was determined by GEOID03.
 KV2533
 KV2533.The dynamic height is computed by dividing the NAVD 88
 KV2533.geopotential number by the normal gravity value computed on the
 KV2533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2533.degrees latitude (g = 980.6199 gals.).
 KV2533
 KV2533.The modeled gravity was interpolated from observed gravity values.
 KV2533
 KV2533;                    North         East    Units  Estimated Accuracy
 KV2533;SPC PA S     -   132,320.      775,920.      MT  (+/- 180 meters Scaled)
 KV2533
 KV2533                          SUPERSEDED SURVEY CONTROL
 KV2533
 KV2533  NGVD 29 (??/??/??)  140.828  (m)          462.03   (f) ADJUSTED    1 2
 KV2533
 KV2533.Superseded values are not recommended for survey control.
 KV2533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2533.See file dsdata.txt to determine how the superseded data were derived.
 KV2533
 KV2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK428841(NAD 83)
 KV2533_MARKER: Q = CHISELED SQUARE
 KV2533_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2533_SP_SET: SEMAPHORE FOUNDATION
 KV2533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2533
 KV2533  HISTORY     - Date     Condition        Report By
 KV2533  HISTORY     - 1932     MONUMENTED       RDGRR
 KV2533  HISTORY     - 1932     GOOD             CGS
 KV2533  HISTORY     - 20020103 MARK NOT FOUND   USPSQD
 KV2533  HISTORY     - 20031227 MARK NOT FOUND   USPSQD
 KV2533
 KV2533                          STATION DESCRIPTION
 KV2533
 KV2533'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV2533'1.5 MI W FROM SHAMROCK.
 KV2533'1.5 MILES WEST ALONG THE READING CO. RAILROAD FROM SHAMROCK,
 KV2533'BERKS COUNTY, ON THE NORTH SIDE OF THE TRACK, ON THE CONCRETE
 KV2533'BASE OF SEMAPHORE 68 B, AND FLANKED BY THE LETTERS B M.  A
 KV2533'CHISELED SQUARE.
 KV2533
 KV2533                          STATION RECOVERY (2002)
 KV2533
 KV2533'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KV2533'SEMAPHORE REMOVED, BUT FOUND THE BASE WITH A FITTED LOCKED COVER OVER
 KV2533'IT.
 KV2533
 KV2533                          STATION RECOVERY (2003)
 KV2533
 KV2533'RECOVERY NOTE BY US POWER SQUADRON 2003
 KV2533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0212 ***********************************************************************
 MA0212  DESIGNATION -  381
 MA0212  PID         -  MA0212
 MA0212  STATE/COUNTY-  PA/CLEARFIELD
 MA0212  USGS QUAD   -  POTTERSDALE (1983)
 MA0212
 MA0212                         *CURRENT SURVEY CONTROL
 MA0212  ___________________________________________________________________
 MA0212* NAD 83(1986)-  41 09 12.     (N)    078 02 24.     (W)     SCALED    
 MA0212* NAVD 88     -       243.082  (meters)     797.51   (feet)  ADJUSTED  
 MA0212  ___________________________________________________________________
 MA0212  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 MA0212  DYNAMIC HT  -         242.960 (meters)     797.11  (feet)  COMP
 MA0212  MODELED GRAV-     980,117.1   (mgal)                       NAVD 88
 MA0212
 MA0212  VERT ORDER  -  SECOND    CLASS 0
 MA0212
 MA0212.The horizontal coordinates were scaled from a topographic map and have
 MA0212.an estimated accuracy of +/- 6 seconds.
 MA0212
 MA0212.The orthometric height was determined by differential leveling
 MA0212.and adjusted by the National Geodetic Survey in June 1991..
 MA0212
 MA0212.The geoid height was determined by GEOID03.
 MA0212
 MA0212.The dynamic height is computed by dividing the NAVD 88
 MA0212.geopotential number by the normal gravity value computed on the
 MA0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0212.degrees latitude (g = 980.6199 gals.).
 MA0212
 MA0212.The modeled gravity was interpolated from observed gravity values.
 MA0212
 MA0212;                    North         East    Units  Estimated Accuracy
 MA0212;SPC PA N     -   109,610.      575,660.      MT  (+/- 180 meters Scaled)
 MA0212
 MA0212                          SUPERSEDED SURVEY CONTROL
 MA0212
 MA0212  NGVD 29 (??/??/92)  243.248  (m)          798.06   (f) ADJ UNCH    2 0
 MA0212
 MA0212.Superseded values are not recommended for survey control.
 MA0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0212.See file dsdata.txt to determine how the superseded data were derived.
 MA0212
 MA0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF483600(NAD 83)
 MA0212_MARKER: Q = CHISELED SQUARE
 MA0212_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0212_SP_SET: BRIDGE BACK WALL
 MA0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0212
 MA0212  HISTORY     - Date     Condition        Report By
 MA0212  HISTORY     - UNK      MONUMENTED       NYCRR
 MA0212  HISTORY     - 1934     GOOD             NGS
 MA0212
 MA0212                          STATION DESCRIPTION
 MA0212
 MA0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0212'6.4 MI E FROM KARTHAUS.
 MA0212'ABOUT 6.4 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MA0212'KARTHAUS, CLEARFIELD COUNTY, AT MILEAGE C 38.0, ABOUT 270 FEET
 MA0212'EAST OF MILEPOST C 38, ABOUT 460 FEET WEST OF THE
 MA0212'CLINTON-CLEARFIELD COUNTY LINE, AT BRIDGE R 24, ON THE TOP
 MA0212'OF THE NORTH END OF THE EAST BACK WALL, 8-1/2 FEET NORTH OF THE
 MA0212'CENTER LINE OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE TOP
 MA0212'OF THE RAIL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3241 ***********************************************************************
 KW3241  DESIGNATION -  3810 A LAD
 KW3241  PID         -  KW3241
 KW3241  STATE/COUNTY-  PA/FRANKLIN
 KW3241  USGS QUAD   -  ROXBURY (1973)
 KW3241
 KW3241                         *CURRENT SURVEY CONTROL
 KW3241  ___________________________________________________________________
 KW3241* NAD 83(1992)-  40 00 52.21205(N)    077 44 54.17537(W)     ADJUSTED  
 KW3241* NAVD 88     -       202.0    (meters)     663.     (feet)  GPS OBS   
 KW3241  ___________________________________________________________________
 KW3241  X           -   1,038,065.911 (meters)                     COMP
 KW3241  Y           -  -4,780,390.655 (meters)                     COMP
 KW3241  Z           -   4,079,326.979 (meters)                     COMP
 KW3241  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 KW3241  ELLIP HEIGHT-         167.84  (meters)          (08/09/01) GPS OBS
 KW3241  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KW3241
 KW3241  HORZ ORDER  -  FIRST
 KW3241  ELLP ORDER  -  FOURTH    CLASS II
 KW3241
 KW3241.The horizontal coordinates were established by GPS observations
 KW3241.and adjusted by the National Geodetic Survey in July 1994..
 KW3241
 KW3241.The orthometric height was determined by GPS observations and a
 KW3241.high-resolution geoid model.
 KW3241
 KW3241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KW3241
 KW3241.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3241
 KW3241.The ellipsoidal height was determined by GPS observations
 KW3241.and is referenced to NAD 83.
 KW3241
 KW3241.The geoid height was determined by GEOID03.
 KW3241
 KW3241;                    North         East     Units Scale Factor Converg.
 KW3241;SPC PA S     -    75,633.473   600,138.132   MT  0.99998830   +0 00 03.8
 KW3241;SPC PA S     -   248,140.82  1,968,953.19   sFT  0.99998830   +0 00 03.8
 KW3241;UTM  18      - 4,432,985.817   265,432.818   MT  1.00027740   -1 46 04.7
 KW3241
 KW3241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3241!SPC PA S     -   0.99997367  x   0.99998830  =   0.99996197
 KW3241!UTM  18      -   0.99997367  x   1.00027740  =   1.00025106
 KW3241
 KW3241                          SUPERSEDED SURVEY CONTROL
 KW3241
 KW3241  ELLIP H (07/25/94)  167.79   (m)                       GP(       ) 4 1
 KW3241
 KW3241.Superseded values are not recommended for survey control.
 KW3241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3241.See file dsdata.txt to determine how the superseded data were derived.
 KW3241
 KW3241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK6543332986(NAD 83)
 KW3241_MARKER: DH = HORIZONTAL CONTROL DISK
 KW3241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3241_SP_SET: CONCRETE POST
 KW3241_STAMPING: 3810 A LAD 1993
 KW3241_MARK LOGO: NGS   
 KW3241_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW3241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW3241+STABILITY: SURFACE MOTION
 KW3241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW3241+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KW3241
 KW3241  HISTORY     - Date     Condition        Report By
 KW3241  HISTORY     - 1993     MONUMENTED       NGS
 KW3241
 KW3241                          STATION DESCRIPTION
 KW3241
 KW3241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 KW3241'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTHWEST OF
 KW3241'CHAMBERSBURG, AT THE LETTERKENNY ARMY DEPOT.  OWNERSHIP--U.S.
 KW3241'GOVERNMENT.  CONTACT TIM MATHEWS OR JOE REPASI AT 717-267-9696.
 KW3241'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 81 AND
 KW3241'STATE HIGHWAY 997 (EXIT 8), GO NORTHWEST FOR 4.2 MI (6.8 KM) ON
 KW3241'HIGHWAY 997 (FOLLOWING SIGNS TO LETTERKENNY ARMY DEPOT) TO THE
 KW3241'JUNCTION OF STATE HIGHWAY 433 AND ENTRANCE TO LETTERKENNY ARMY DEPOT,
 KW3241'PROCEED TO GATE AND CHECK IN, AFTER PASSING THROUGH GATE CONTINUE FOR
 KW3241'0.3 MI (0.5 KM) TO A TRAFFIC LIGHT, CONTINUE FOR 0.9 MI (1.4 KM) TO A
 KW3241'TRAFFIC LIGHT AND CARBAUGH STREET, TURN RIGHT ON CARBAUGH STREET FOR
 KW3241'0.6 MI (1.0 KM) TO PENNSYLVANIA STREET, TURN RIGHT ON PENNSYLVANIA
 KW3241'STREET FOR 0.7 MI (1.1 KM) TO A GUARD HOUSE (ENTRY TO AMMO AREA),
 KW3241'CONTINUE ON PENNSYLVANIA STREET FOR 0.4 MI (0.6 KM) TO A FORK, KEEP
 KW3241'LEFT AND FOLLOW VIRGINIA AVENUE FOR 1.7 MI (2.7 KM) TO A RAILROAD
 KW3241'CROSSING, CONTINUE AHEAD ON VIRGINIA AVENUE FOR 1.6 MI (2.6 KM) TO
 KW3241'MASSACHUSETTS AVENUE, TURN LEFT ON MASSACHUSETTS AVENUE FOR 2.3 MI
 KW3241'(3.7 KM) TO A CROSSROAD, TURN RIGHT AND FOLLOW ASPHALT ROAD FOR 0.4
 KW3241'MI (0.6 KM) TO AN OPEN GATE AND BUILDING 3812 ON THE RIGHT, CONTINUE
 KW3241'AHEAD FOR 0.1 MI (0.2 KM) TO A T-JUNCTION AND THE STATION ON RIGHT.
 KW3241'THE STATION IS FLUSH WITH THE GROUND.  LOCATED 156.0 FT (47.5 M) SOUTH
 KW3241'OF A LIGHT POLE, 124.0 FT (37.8 M) SOUTHEAST OF A LIGHT POLE, 119.0
 KW3241'FT (36.3 M) EAST OF THE CENTER OF THE ROAD AND 40.0 FT (12.2 M)
 KW3241'NORTHEAST OF THE NORTHWEST CORNER OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3242 ***********************************************************************
 KW3242  DESIGNATION -  3810 LAD
 KW3242  PID         -  KW3242
 KW3242  STATE/COUNTY-  PA/FRANKLIN
 KW3242  USGS QUAD   -  ROXBURY (1973)
 KW3242
 KW3242                         *CURRENT SURVEY CONTROL
 KW3242  ___________________________________________________________________
 KW3242* NAD 83(1992)-  40 00 56.32722(N)    077 44 55.39638(W)     ADJUSTED  
 KW3242* NAVD 88     -       203.9    (meters)     669.     (feet)  GPS OBS   
 KW3242  ___________________________________________________________________
 KW3242  X           -   1,038,020.590 (meters)                     COMP
 KW3242  Y           -  -4,780,318.408 (meters)                     COMP
 KW3242  Z           -   4,079,425.360 (meters)                     COMP
 KW3242  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 KW3242  ELLIP HEIGHT-         169.66  (meters)          (08/09/01) GPS OBS
 KW3242  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KW3242
 KW3242  HORZ ORDER  -  FIRST
 KW3242  ELLP ORDER  -  FOURTH    CLASS II
 KW3242
 KW3242.The horizontal coordinates were established by GPS observations
 KW3242.and adjusted by the National Geodetic Survey in July 1994..
 KW3242
 KW3242.The orthometric height was determined by GPS observations and a
 KW3242.high-resolution geoid model.
 KW3242
 KW3242.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KW3242
 KW3242.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3242
 KW3242.The ellipsoidal height was determined by GPS observations
 KW3242.and is referenced to NAD 83.
 KW3242
 KW3242.The geoid height was determined by GEOID03.
 KW3242
 KW3242;                    North         East     Units Scale Factor Converg.
 KW3242;SPC PA S     -    75,760.396   600,109.174   MT  0.99998815   +0 00 03.0
 KW3242;SPC PA S     -   248,557.23  1,968,858.18   sFT  0.99998815   +0 00 03.0
 KW3242;UTM  18      - 4,433,113.610   265,407.785   MT  1.00027755   -1 46 05.6
 KW3242
 KW3242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3242!SPC PA S     -   0.99997338  x   0.99998815  =   0.99996154
 KW3242!UTM  18      -   0.99997338  x   1.00027755  =   1.00025093
 KW3242
 KW3242                          SUPERSEDED SURVEY CONTROL
 KW3242
 KW3242  ELLIP H (07/25/94)  169.63   (m)                       GP(       ) 4 1
 KW3242
 KW3242.Superseded values are not recommended for survey control.
 KW3242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3242.See file dsdata.txt to determine how the superseded data were derived.
 KW3242
 KW3242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK6540833114(NAD 83)
 KW3242_MARKER: DH = HORIZONTAL CONTROL DISK
 KW3242_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KW3242_SP_SET: APRON
 KW3242_STAMPING: 3810 LAD 1993
 KW3242_MARK LOGO: NGS   
 KW3242_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW3242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW3242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW3242+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KW3242
 KW3242  HISTORY     - Date     Condition        Report By
 KW3242  HISTORY     - 1993     MONUMENTED       NGS
 KW3242
 KW3242                          STATION DESCRIPTION
 KW3242
 KW3242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 KW3242'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTHWEST OF
 KW3242'CHAMBERSBURG, AT THE LETTERKENNY ARMY DEPOT.  OWNERSHIP--U.S.
 KW3242'GOVERNMENT.  CONTACT TIM MATHEWS OR JOE REPASI AT 717-267-9696.
 KW3242'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 81 AND
 KW3242'STATE HIGHWAY 997 (EXIT 8), GO NORTHWEST 4.2 MI (6.8 KM) ON HIGHWAY
 KW3242'997 (FOLLOWING SIGNS TO LETTERKENNY ARMY DEPOT) TO THE JUNCTION OF
 KW3242'STATE HIGHWAY 433 AND ENTRANCE TO LETTERKENNY ARMY DEPOT, PROCEED TO
 KW3242'GATE AND CHECK IN, AFTER PASSING THROUGH GATE CONTINUE FOR 0.3 MI
 KW3242'(0.5 KM) TO A TRAFFIC LIGHT, CONTINUE AHEAD FOR 0.9 MI (1.4 KM) TO A
 KW3242'TRAFFIC LIGHT AND CARBAUGH STREET, TURN RIGHT ON CARBAUGH STREET FOR
 KW3242'0.6 MI (1.0 KM) TO PENNSYLVANIA STREET, TURN RIGHT ON PENNSYLVANIA
 KW3242'STREET FOR 0.7 MI (1.1 KM) TO A GUARD HOUSE (ENTRY TO AMMO AREA),
 KW3242'CONTINUE ON PENNSYLVANIA STREET FOR 0.4 MI (0.6 KM) TO A FORK, KEEP
 KW3242'LEFT AND FOLLOW VIRGINIA AVENUE FOR 1.7 MI (2.7 KM) TO A RAILROAD
 KW3242'CROSSING, CONTINUE AHEAD ON VIRGINIA AVENUE FOR 1.6 MI (2.6 KM) TO
 KW3242'MASSACHUSETTS AVENUE, TURN LEFT ON MASSACHUSETTS AVENUE FOR 2.3 MI
 KW3242'(3.7 KM) TO A CROSSROAD, TURN RIGHT AND FOLLOW ASPHALT ROAD FOR 0.4
 KW3242'MI (0.6 KM) TO AN OPEN GATE AND BUILDING 3812 ON THE RIGHT, CONTINUE
 KW3242'AHEAD FOR 0.1 MI (0.2 KM) TO A T-JUNCTION, TURN RIGHT AND GO 0.05 MI
 KW3242'(0.08 KM) TO A T-JUNCTION, TURN LEFT AND GO NORTHWEST FOR 0.05 MI
 KW3242'(0.08 KM) TO THE STATION ON LEFT.
 KW3242'THE STATION IS SET IN A DRILL HOLE IN THE TOP OF A CONCRETE APROACH
 KW3242'PAD TO BUILDING 3810.  LOCATED 58.0 FT (17.7 M) NORTHWEST FROM THE
 KW3242'NORTHEAST CORNER OF THE BUILDING, 49.5 FT (15.1 M) SOUTHWEST FROM A
 KW3242'YELLOW FIRE HYDRANT, 23.0 FT (7.0 M) NORTHEAST FROM THE APPROXIMATE
 KW3242'CENTER OF A LARGE RETRACTING DOOR AND 20.3 FT (6.2 M) SOUTH FROM THE
 KW3242'NORTH CORNER OF THE CONCRETE PAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0610 ***********************************************************************
 KW0610  DESIGNATION -  382 RDGRR
 KW0610  PID         -  KW0610
 KW0610  STATE/COUNTY-  PA/LANCASTER
 KW0610  USGS QUAD   -  MANHEIM (1995)
 KW0610
 KW0610                         *CURRENT SURVEY CONTROL
 KW0610  ___________________________________________________________________
 KW0610* NAD 83(1986)-  40 08 30.     (N)    076 24 31.     (W)     SCALED    
 KW0610* NAVD 88     -       116.233  (meters)     381.34   (feet)  ADJUSTED  
 KW0610  ___________________________________________________________________
 KW0610  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 KW0610  DYNAMIC HT  -         116.171 (meters)     381.14  (feet)  COMP
 KW0610  MODELED GRAV-     980,096.3   (mgal)                       NAVD 88
 KW0610
 KW0610  VERT ORDER  -  SECOND    CLASS 0
 KW0610
 KW0610.The horizontal coordinates were scaled from a topographic map and have
 KW0610.an estimated accuracy of +/- 6 seconds.
 KW0610
 KW0610.The orthometric height was determined by differential leveling
 KW0610.and adjusted by the National Geodetic Survey in June 1991..
 KW0610
 KW0610.The geoid height was determined by GEOID03.
 KW0610
 KW0610.The dynamic height is computed by dividing the NAVD 88
 KW0610.geopotential number by the normal gravity value computed on the
 KW0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0610.degrees latitude (g = 980.6199 gals.).
 KW0610
 KW0610.The modeled gravity was interpolated from observed gravity values.
 KW0610
 KW0610;                    North         East    Units  Estimated Accuracy
 KW0610;SPC PA S     -    90,620.      714,300.      MT  (+/- 180 meters Scaled)
 KW0610
 KW0610                          SUPERSEDED SURVEY CONTROL
 KW0610
 KW0610  NGVD 29 (??/??/??)  116.467  (m)          382.11   (f) ADJUSTED    2 0
 KW0610
 KW0610.Superseded values are not recommended for survey control.
 KW0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0610.See file dsdata.txt to determine how the superseded data were derived.
 KW0610
 KW0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK800444(NAD 83)
 KW0610_MARKER: Q = CHISELED SQUARE
 KW0610_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0610_SP_SET: CONC FOOTING
 KW0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0610
 KW0610  HISTORY     - Date     Condition        Report By
 KW0610  HISTORY     - UNK      MONUMENTED       RDGRR
 KW0610  HISTORY     - 1935     GOOD             CGS
 KW0610  HISTORY     - 20051113 MARK NOT FOUND   GEOCAC
 KW0610
 KW0610                          STATION DESCRIPTION
 KW0610
 KW0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0610'0.8 MI N FROM LANCASTER JUNCTION.
 KW0610'ABOUT 0.8 MILE NORTH ALONG THE READING CO. RAILWAY FROM THE
 KW0610'STATION AT LANCASTER JUNCTION, LANCASTER COUNTY, AT A ROAD
 KW0610'CROSSING, AT THE CROSSING SIGN, IN THE TOP OF THE CONCRETE
 KW0610'FOOTING, AND NORTH OF THE ROAD AND EAST OF THE TRACK.  A CHISELED
 KW0610'SQUARE.
 KW0610
 KW0610                          STATION RECOVERY (2005)
 KW0610
 KW0610'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0610'CROSSING SIGN IS NOW A WOODEN POST DRIVEN DIRECTLY INTO THE GROUND. NO
 KW0610'SIGN OF THE OLD CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2568 ***********************************************************************
 KV2568  DESIGNATION -  384 USGS
 KV2568  PID         -  KV2568
 KV2568  STATE/COUNTY-  PA/BERKS
 KV2568  USGS QUAD   -  HAMBURG (1977)
 KV2568
 KV2568                         *CURRENT SURVEY CONTROL
 KV2568  ___________________________________________________________________
 KV2568* NAD 83(1986)-  40 34 24.     (N)    075 53 16.     (W)     SCALED    
 KV2568* NAVD 88     -       116.960  (meters)     383.73   (feet)  ADJUSTED  
 KV2568  ___________________________________________________________________
 KV2568  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 KV2568  DYNAMIC HT  -         116.902 (meters)     383.54  (feet)  COMP
 KV2568  MODELED GRAV-     980,124.3   (mgal)                       NAVD 88
 KV2568
 KV2568  VERT ORDER  -  SECOND    CLASS 0
 KV2568
 KV2568.The horizontal coordinates were scaled from a topographic map and have
 KV2568.an estimated accuracy of +/- 6 seconds.
 KV2568
 KV2568.The orthometric height was determined by differential leveling
 KV2568.and adjusted by the National Geodetic Survey in June 1991..
 KV2568.WARNING-Repeat measurements at this control monument indicate possible
 KV2568.vertical movement.
 KV2568
 KV2568.The geoid height was determined by GEOID03.
 KV2568
 KV2568.The dynamic height is computed by dividing the NAVD 88
 KV2568.geopotential number by the normal gravity value computed on the
 KV2568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2568.degrees latitude (g = 980.6199 gals.).
 KV2568
 KV2568.The modeled gravity was interpolated from observed gravity values.
 KV2568
 KV2568;                    North         East    Units  Estimated Accuracy
 KV2568;SPC PA S     -   139,350.      757,670.      MT  (+/- 180 meters Scaled)
 KV2568
 KV2568                          SUPERSEDED SURVEY CONTROL
 KV2568
 KV2568  NGVD 29 (??/??/??)  117.163  (m)          384.39   (f) ADJUSTED    2 0
 KV2568
 KV2568.Superseded values are not recommended for survey control.
 KV2568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2568.See file dsdata.txt to determine how the superseded data were derived.
 KV2568
 KV2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK248917(NAD 83)
 KV2568_MARKER: DD = SURVEY DISK
 KV2568_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2568_SP_SET: BUILDING
 KV2568_STAMPING: 384 1908
 KV2568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2568+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2006
 KV2568
 KV2568  HISTORY     - Date     Condition        Report By
 KV2568  HISTORY     - 1908     MONUMENTED       USGS
 KV2568  HISTORY     - 1960     GOOD             CGS
 KV2568  HISTORY     - 1987     GOOD             USPSQD
 KV2568  HISTORY     - 20030718 GOOD             PADT
 KV2568  HISTORY     - 20060729 GOOD             GEOCAC
 KV2568
 KV2568                          STATION DESCRIPTION
 KV2568
 KV2568'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2568'AT LENHARTSVILLE.
 KV2568'0.1 MILE NORTH ALONG STATE HIGHWAY 143 FROM THE HOTEL AND THE
 KV2568'JUNCTION OF OLD U.S. HIGHWAY 22 IN THE CENTER OF THE VILLAGE OF
 KV2568'LENHARTSVILLE, AT A SMALL RED BRICK CHURCH, SET VERTICALLY
 KV2568'AT THE SOUTHWEST CORNER OF THE CHURCH BUILDING, 67 FEET EAST
 KV2568'OF THE CENTER LINE OF STATE HIGHWAY 143, 2 FEET NORTH OF THE
 KV2568'SOUTHWEST CORNER OF THE BUILDING AND 1.7 FEET ABOVE THE GROUND.
 KV2568
 KV2568                          STATION RECOVERY (1987)
 KV2568
 KV2568'RECOVERY NOTE BY US POWER SQUADRON 1987 (MWD)
 KV2568'RECOVERED IN GOOD CONDITION.
 KV2568
 KV2568                          STATION RECOVERY (2003)
 KV2568
 KV2568'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 KV2568'RECOVERED IN GOOD CONDITION.
 KV2568
 KV2568                          STATION RECOVERY (2006)
 KV2568
 KV2568'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KV2568'RED BRICK BUILDING IS NOW LENHARTSVILLE BOROUGH HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0002 ***********************************************************************
 MB0002  DESIGNATION -  3859
 MB0002  PID         -  MB0002
 MB0002  STATE/COUNTY-  PA/ERIE
 MB0002  USGS QUAD   -  EAST SPRINGFIELD (1990)
 MB0002
 MB0002                         *CURRENT SURVEY CONTROL
 MB0002  ___________________________________________________________________
 MB0002* NAD 83(1986)-  41 58 46.     (N)    080 27 30.     (W)     SCALED    
 MB0002* NAVD 88     -       200.486  (meters)     657.76   (feet)  POSTED    
 MB0002  ___________________________________________________________________
 MB0002  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 MB0002  DYNAMIC HT  -         200.410 (meters)     657.51  (feet)  COMP
 MB0002  MODELED GRAV-     980,259.6   (mgal)                       NAVD 88
 MB0002
 MB0002  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 MB0002
 MB0002.The horizontal coordinates were scaled from a topographic map and have
 MB0002.an estimated accuracy of +/- 6 seconds.
 MB0002
 MB0002.The orthometric height was determined by differential leveling
 MB0002.and adjusted by the National Geodetic Survey in 1992..
 MB0002.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 MB0002.rate of 2.1 thru 3.0 mm/km.
 MB0002
 MB0002.The geoid height was determined by GEOID03.
 MB0002
 MB0002.The dynamic height is computed by dividing the NAVD 88
 MB0002.geopotential number by the normal gravity value computed on the
 MB0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0002.degrees latitude (g = 980.6199 gals.).
 MB0002
 MB0002.The modeled gravity was interpolated from observed gravity values.
 MB0002
 MB0002;                    North         East    Units  Estimated Accuracy
 MB0002;SPC PA N     -   204,830.      375,580.      MT  (+/- 180 meters Scaled)
 MB0002
 MB0002                          SUPERSEDED SURVEY CONTROL
 MB0002
 MB0002  NGVD 29 (??/??/92)  200.692  (m)          658.44   (f) ADJ UNCH    1 2
 MB0002
 MB0002.Superseded values are not recommended for survey control.
 MB0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0002.See file dsdata.txt to determine how the superseded data were derived.
 MB0002
 MB0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG448476(NAD 83)
 MB0002_MARKER: B = BOLT
 MB0002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0002_SP_SET: SIGNAL FOUNDATION
 MB0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0002
 MB0002  HISTORY     - Date     Condition        Report By
 MB0002  HISTORY     - UNK      MONUMENTED       NYCRR
 MB0002  HISTORY     - 1961     GOOD             NGS
 MB0002
 MB0002                          STATION DESCRIPTION
 MB0002
 MB0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MB0002'2 MI W FROM SPRINGFIELD.
 MB0002'2.0 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MB0002'STATION AT SPRINGFIELD, 300 YARDS WEST OF WATER PANS, AT
 MB0002'SIGNAL 110.2 AND 110.4, IN THE TOP OF THE NORTHWEST CORNER OF
 MB0002'THE FOUNDATION, 8.4 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 MB0002'TRACK, AND 1 FOOT LOWER THAN THE TOP OF THE RAIL.  AN IRON
 MB0002'BOLTHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0647 ***********************************************************************
 KW0647  DESIGNATION -  386 RDGRR
 KW0647  PID         -  KW0647
 KW0647  STATE/COUNTY-  PA/LANCASTER
 KW0647  USGS QUAD   -  EPHRATA (1992)
 KW0647
 KW0647                         *CURRENT SURVEY CONTROL
 KW0647  ___________________________________________________________________
 KW0647* NAD 83(1986)-  40 12 32.     (N)    076 09 29.     (W)     SCALED    
 KW0647* NAVD 88     -       117.383  (meters)     385.11   (feet)  POSTED    
 KW0647  ___________________________________________________________________
 KW0647  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 KW0647  DYNAMIC HT  -         117.320 (meters)     384.91  (feet)  COMP
 KW0647  MODELED GRAV-     980,098.3   (mgal)                       NAVD 88
 KW0647
 KW0647  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 KW0647
 KW0647.The horizontal coordinates were scaled from a topographic map and have
 KW0647.an estimated accuracy of +/- 6 seconds.
 KW0647
 KW0647.The orthometric height was determined by differential leveling
 KW0647.and adjusted by the National Geodetic Survey in 1992..
 KW0647.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 KW0647.rate of 3.1 thru 4.0 mm/km.
 KW0647
 KW0647.The geoid height was determined by GEOID03.
 KW0647
 KW0647.The dynamic height is computed by dividing the NAVD 88
 KW0647.geopotential number by the normal gravity value computed on the
 KW0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0647.degrees latitude (g = 980.6199 gals.).
 KW0647
 KW0647.The modeled gravity was interpolated from observed gravity values.
 KW0647
 KW0647;                    North         East    Units  Estimated Accuracy
 KW0647;SPC PA S     -    98,440.      735,520.      MT  (+/- 180 meters Scaled)
 KW0647
 KW0647                          SUPERSEDED SURVEY CONTROL
 KW0647
 KW0647  NGVD 29 (??/??/??)  117.619  (m)          385.89   (f) ADJUSTED    2 0
 KW0647
 KW0647.Superseded values are not recommended for survey control.
 KW0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0647.See file dsdata.txt to determine how the superseded data were derived.
 KW0647
 KW0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK014515(NAD 83)
 KW0647_MARKER: Q = CHISELED SQUARE
 KW0647_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0647_SP_SET: BASE
 KW0647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0647
 KW0647  HISTORY     - Date     Condition        Report By
 KW0647  HISTORY     - UNK      MONUMENTED       RDGRR
 KW0647  HISTORY     - 1935     GOOD             CGS
 KW0647
 KW0647                          STATION DESCRIPTION
 KW0647
 KW0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0647'0.5 MI SW FROM STEVENS.
 KW0647'ABOUT 0.5 MILE SOUTHWEST ALONG THE READING CO. RAILWAY FROM
 KW0647'THE STATION AT STEVENS, LANCASTER COUNTY, AT THE WEST CITY
 KW0647'LIMIT, ON THE TOP OF THE CONCRETE BASE OF A WHISTLE POST, AND
 KW0647'12 FEET NORTH OF THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0442 ***********************************************************************
 KW0442  DESIGNATION -  388 USGS
 KW0442  PID         -  KW0442
 KW0442  STATE/COUNTY-  PA/BERKS
 KW0442  USGS QUAD   -  SINKING SPRING (1987)
 KW0442
 KW0442                         *CURRENT SURVEY CONTROL
 KW0442  ___________________________________________________________________
 KW0442* NAD 83(1986)-  40 19 45.     (N)    076 04 58.     (W)     SCALED    
 KW0442* NAVD 88     -       118.014  (meters)     387.18   (feet)  ADJUSTED  
 KW0442  ___________________________________________________________________
 KW0442  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 KW0442  DYNAMIC HT  -         117.952 (meters)     386.98  (feet)  COMP
 KW0442  MODELED GRAV-     980,099.6   (mgal)                       NAVD 88
 KW0442
 KW0442  VERT ORDER  -  FIRST     CLASS I
 KW0442
 KW0442.The horizontal coordinates were scaled from a topographic map and have
 KW0442.an estimated accuracy of +/- 6 seconds.
 KW0442
 KW0442.The orthometric height was determined by differential leveling
 KW0442.and adjusted by the National Geodetic Survey in June 1991..
 KW0442
 KW0442.The geoid height was determined by GEOID03.
 KW0442
 KW0442.The dynamic height is computed by dividing the NAVD 88
 KW0442.geopotential number by the normal gravity value computed on the
 KW0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0442.degrees latitude (g = 980.6199 gals.).
 KW0442
 KW0442.The modeled gravity was interpolated from observed gravity values.
 KW0442
 KW0442;                    North         East    Units  Estimated Accuracy
 KW0442;SPC PA S     -   111,910.      741,670.      MT  (+/- 180 meters Scaled)
 KW0442
 KW0442                          SUPERSEDED SURVEY CONTROL
 KW0442
 KW0442  NGVD 29 (??/??/??)  118.236  (m)          387.91   (f) ADJUSTED    1 1
 KW0442
 KW0442.Superseded values are not recommended for survey control.
 KW0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0442.See file dsdata.txt to determine how the superseded data were derived.
 KW0442
 KW0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK080648(NAD 83)
 KW0442_MARKER: DD = SURVEY DISK
 KW0442_SETTING: 66 = SET IN ROCK OUTCROP
 KW0442_SP_SET: ROCK LEDGE
 KW0442_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW0442+STABILITY: POSITION/ELEVATION WELL
 KW0442
 KW0442  HISTORY     - Date     Condition        Report By
 KW0442  HISTORY     - UNK      MONUMENTED       USGS
 KW0442  HISTORY     - 1966     POOR             CGS
 KW0442  HISTORY     - 20020224 MARK NOT FOUND   USPSQD
 KW0442
 KW0442                          STATION DESCRIPTION
 KW0442
 KW0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0442'2.6 MI W FROM SINKING SPRING.
 KW0442'ABOUT 2.6 MILES WEST ALONG THE READING COMPANY RAILROAD FROM THE
 KW0442'STATION AT SINKING SPRING, OR ABOUT 0.1 MILE SOUTHWEST ALONG
 KW0442'ROBESON STREET FROM THE TRINITY LUTHERAN CHURCH AT ROBESONIA, THENCE
 KW0442'3.1 MILES SOUTHEAST ALONG THE READING COMPANY RAILROAD, ABOUT 0.2
 KW0442'MILE WEST ALONG THE READING COMPANY RAILROAD FROM THE ABANDONED
 KW0442'STATION AT WERNERSVILLE, AT A STONE OVERPASS, 7 FEET NORTH OF THE
 KW0442'NORTH RAIL OF THE NORTH SET OF MAIN LINE TRACKS, SET IN THE TOP
 KW0442'OF A ROCK LEDGE, 2.2 FEET SOUTH OF THE BASE OF THE NORTH STONE
 KW0442'ABUTMENT OF THE OVERPASS, 4.0 FEET SOUTHWEST OF THE SOUTHEAST
 KW0442'CORNER OF THE ABUTMENT, 5 POLES WEST OF FRACTIONAL MILEPOST
 KW0442'8/20, AND ABOUT 8 INCHES BELOW THE LEVEL OF THE TRACK.  NOTE-- THE
 KW0442'DISK IS SO BATTERED THAT THE LETTERS STAMPED ON IT CANNOT BE
 KW0442'READ.  ABOUT 3/4-INCH OF THE DISK IS MISSING AND THE DISK SLOPES
 KW0442'TO THE SOUTH.  IT APPEARS TO BE VERY SOLID.
 KW0442
 KW0442                          STATION RECOVERY (2002)
 KW0442
 KW0442'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW0442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0740 ***********************************************************************
 KW0740  DESIGNATION -  389 USGS
 KW0740  PID         -  KW0740
 KW0740  STATE/COUNTY-  PA/LANCASTER
 KW0740  USGS QUAD   -  LEOLA (1992)
 KW0740
 KW0740                         *CURRENT SURVEY CONTROL
 KW0740  ___________________________________________________________________
 KW0740* NAD 83(1986)-  40 01 10.     (N)    076 07 58.     (W)     SCALED    
 KW0740* NAVD 88     -       118.075  (meters)     387.38   (feet)  ADJUSTED  
 KW0740  ___________________________________________________________________
 KW0740  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KW0740  DYNAMIC HT  -         118.013 (meters)     387.18  (feet)  COMP
 KW0740  MODELED GRAV-     980,105.4   (mgal)                       NAVD 88
 KW0740
 KW0740  VERT ORDER  -  SECOND    CLASS 0
 KW0740
 KW0740.The horizontal coordinates were scaled from a topographic map and have
 KW0740.an estimated accuracy of +/- 6 seconds.
 KW0740
 KW0740.The orthometric height was determined by differential leveling
 KW0740.and adjusted by the National Geodetic Survey in June 1991..
 KW0740
 KW0740.The geoid height was determined by GEOID03.
 KW0740
 KW0740.The dynamic height is computed by dividing the NAVD 88
 KW0740.geopotential number by the normal gravity value computed on the
 KW0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0740.degrees latitude (g = 980.6199 gals.).
 KW0740
 KW0740.The modeled gravity was interpolated from observed gravity values.
 KW0740
 KW0740;                    North         East    Units  Estimated Accuracy
 KW0740;SPC PA S     -    77,450.      738,050.      MT  (+/- 180 meters Scaled)
 KW0740
 KW0740                          SUPERSEDED SURVEY CONTROL
 KW0740
 KW0740  NGVD 29 (??/??/??)  118.346  (m)          388.27   (f) ADJUSTED    2 0
 KW0740
 KW0740.Superseded values are not recommended for survey control.
 KW0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0740.See file dsdata.txt to determine how the superseded data were derived.
 KW0740
 KW0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK033305(NAD 83)
 KW0740_MARKER: DD = SURVEY DISK
 KW0740_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0740_SP_SET: BRICK WALL
 KW0740_STAMPING: 389
 KW0740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0740_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0740+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2004
 KW0740
 KW0740  HISTORY     - Date     Condition        Report By
 KW0740  HISTORY     - UNK      MONUMENTED       USGS
 KW0740  HISTORY     - 1935     GOOD             CGS
 KW0740  HISTORY     - 1936     GOOD             CGS
 KW0740  HISTORY     - 20040620 GOOD             GEOCAC
 KW0740
 KW0740                          STATION DESCRIPTION
 KW0740
 KW0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0740'AT GORDONVILLE.
 KW0740'AT GORDONVILLE, LANCASTER COUNTY, OPPOSITE THE PENNSYLVANIA
 KW0740'RAILROAD STATION, AT A WAREHOUSE GRAIN ELEVATOR, AND IN THE
 KW0740'NORTHWEST CORNER OF THE BRICK WALL.  A UNITED STATES GEOLGOICAL
 KW0740'SURVEY STANDARD DISK, STAMPED 389 AND SET VERTICALLY.
 KW0740
 KW0740                          STATION RECOVERY (1936)
 KW0740
 KW0740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 KW0740'RECOVERED IN GOOD CONDITION.
 KW0740
 KW0740                          STATION RECOVERY (2004)
 KW0740
 KW0740'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0740'WALL IS STONE, NOT BRICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1022 ***********************************************************************
 MA1022  DESIGNATION -  39
 MA1022  PID         -  MA1022
 MA1022  STATE/COUNTY-  PA/JEFFERSON
 MA1022  USGS QUAD   -  SUMMERVILLE (1969)
 MA1022
 MA1022                         *CURRENT SURVEY CONTROL
 MA1022  ___________________________________________________________________
 MA1022* NAD 83(1986)-  41 07 26.     (N)    079 09 52.     (W)     SCALED    
 MA1022* NAVD 88     -       363.992  (meters)    1194.20   (feet)  ADJUSTED  
 MA1022  ___________________________________________________________________
 MA1022  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 MA1022  DYNAMIC HT  -         363.821 (meters)    1193.64  (feet)  COMP
 MA1022  MODELED GRAV-     980,143.5   (mgal)                       NAVD 88
 MA1022
 MA1022  VERT ORDER  -  SECOND    CLASS 0
 MA1022
 MA1022.The horizontal coordinates were scaled from a topographic map and have
 MA1022.an estimated accuracy of +/- 6 seconds.
 MA1022
 MA1022.The orthometric height was determined by differential leveling
 MA1022.and adjusted by the National Geodetic Survey in June 1991..
 MA1022
 MA1022.The geoid height was determined by GEOID03.
 MA1022
 MA1022.The dynamic height is computed by dividing the NAVD 88
 MA1022.geopotential number by the normal gravity value computed on the
 MA1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1022.degrees latitude (g = 980.6199 gals.).
 MA1022
 MA1022.The modeled gravity was interpolated from observed gravity values.
 MA1022
 MA1022;                    North         East    Units  Estimated Accuracy
 MA1022;SPC PA N     -   107,270.      481,230.      MT  (+/- 180 meters Scaled)
 MA1022
 MA1022                          SUPERSEDED SURVEY CONTROL
 MA1022
 MA1022  NGVD 29 (??/??/92)  364.166  (m)         1194.77   (f) ADJ UNCH    2 0
 MA1022
 MA1022.Superseded values are not recommended for survey control.
 MA1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1022.See file dsdata.txt to determine how the superseded data were derived.
 MA1022
 MA1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF540541(NAD 83)
 MA1022_MARKER: Q = CHISELED SQUARE
 MA1022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1022_SP_SET: BRIDGE
 MA1022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1022
 MA1022  HISTORY     - Date     Condition        Report By
 MA1022  HISTORY     - UNK      MONUMENTED       PRR
 MA1022  HISTORY     - 1935     GOOD             NGS
 MA1022
 MA1022                          STATION DESCRIPTION
 MA1022
 MA1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1022'1 MI W FROM BAXTER.
 MA1022'ABOUT 1.0 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA1022'STATION AT BAXTER, JEFFERSON COUNTY, AT 3-SPAN GIRDER BRIDGE
 MA1022'35.63 OVER RED BANK CREEK, ON THE TOP OF THE SOUTHEAST CORNER OF
 MA1022'THE NORTHWEST MASONRY WING WALL, AND ABOUT LEVEL WITH THE TOP
 MA1022'OF THE RAIL.  A CHISELED SQUARE, MARKED B.M. 39.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0589 ***********************************************************************
 KX0589  DESIGNATION -  39
 KX0589  PID         -  KX0589
 KX0589  STATE/COUNTY-  PA/SOMERSET
 KX0589  USGS QUAD   -  HOOVERSVILLE (1994)
 KX0589
 KX0589                         *CURRENT SURVEY CONTROL
 KX0589  ___________________________________________________________________
 KX0589* NAD 83(1986)-  40 12 00.     (N)    078 59 56.     (W)     SCALED    
 KX0589* NAVD 88     -       580.173  (meters)    1903.45   (feet)  ADJUSTED  
 KX0589  ___________________________________________________________________
 KX0589  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KX0589  DYNAMIC HT  -         579.841 (meters)    1902.36  (feet)  COMP
 KX0589  MODELED GRAV-     980,034.4   (mgal)                       NAVD 88
 KX0589
 KX0589  VERT ORDER  -  SECOND    CLASS 0
 KX0589
 KX0589.The horizontal coordinates were scaled from a topographic map and have
 KX0589.an estimated accuracy of +/- 6 seconds.
 KX0589
 KX0589.The orthometric height was determined by differential leveling
 KX0589.and adjusted by the National Geodetic Survey in June 1991..
 KX0589
 KX0589.The geoid height was determined by GEOID03.
 KX0589
 KX0589.The dynamic height is computed by dividing the NAVD 88
 KX0589.geopotential number by the normal gravity value computed on the
 KX0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0589.degrees latitude (g = 980.6199 gals.).
 KX0589
 KX0589.The modeled gravity was interpolated from observed gravity values.
 KX0589
 KX0589;                    North         East    Units  Estimated Accuracy
 KX0589;SPC PA S     -    96,980.      493,670.      MT  (+/- 180 meters Scaled)
 KX0589
 KX0589                          SUPERSEDED SURVEY CONTROL
 KX0589
 KX0589  NGVD 29 (??/??/92)  580.309  (m)         1903.90   (f) ADJ UNCH    2 0
 KX0589
 KX0589.Superseded values are not recommended for survey control.
 KX0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0589.See file dsdata.txt to determine how the superseded data were derived.
 KX0589
 KX0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE703518(NAD 83)
 KX0589_MARKER: DD = SURVEY DISK
 KX0589_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0589_SP_SET: CULVERT
 KX0589_STAMPING: 39 CMP 1904 1965
 KX0589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0589
 KX0589  HISTORY     - Date     Condition        Report By
 KX0589  HISTORY     - 1965     MONUMENTED       USGS
 KX0589  HISTORY     - 1967     GOOD             NGS
 KX0589
 KX0589                          STATION DESCRIPTION
 KX0589
 KX0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0589'0.8 MI SW FROM JEROME.
 KX0589'ABOUT 0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 601 FROM THE POST
 KX0589'OFFICE IN JEROME, SET IN THE TOP OF A L SHAPED HEADWALL OF A
 KX0589'CONCRETE CULVERT, 65 FEET NORTHEAST OF THE JUNCTION OF A BLACKTOP
 KX0589'ROAD, 21 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT
 KX0589'SOUTH OF THE NORTH END OF THE HEADWALL AND IS ABOUT 3 FEET
 KX0589'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1020 ***********************************************************************
 LZ1020  DESIGNATION -  39
 LZ1020  PID         -  LZ1020
 LZ1020  STATE/COUNTY-  PA/CLINTON
 LZ1020  USGS QUAD   -  MILL HALL (1986)
 LZ1020
 LZ1020                         *CURRENT SURVEY CONTROL
 LZ1020  ___________________________________________________________________
 LZ1020* NAD 83(1986)-  41 06 47.     (N)    077 29 15.     (W)     SCALED    
 LZ1020* NAVD 88     -       173.765  (meters)     570.09   (feet)  ADJUSTED  
 LZ1020  ___________________________________________________________________
 LZ1020  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 LZ1020  DYNAMIC HT  -         173.686 (meters)     569.83  (feet)  COMP
 LZ1020  MODELED GRAV-     980,168.4   (mgal)                       NAVD 88
 LZ1020
 LZ1020  VERT ORDER  -  SECOND    CLASS 0
 LZ1020
 LZ1020.The horizontal coordinates were scaled from a topographic map and have
 LZ1020.an estimated accuracy of +/- 6 seconds.
 LZ1020
 LZ1020.The orthometric height was determined by differential leveling
 LZ1020.and adjusted by the National Geodetic Survey in June 1991..
 LZ1020
 LZ1020.The geoid height was determined by GEOID03.
 LZ1020
 LZ1020.The dynamic height is computed by dividing the NAVD 88
 LZ1020.geopotential number by the normal gravity value computed on the
 LZ1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1020.degrees latitude (g = 980.6199 gals.).
 LZ1020
 LZ1020.The modeled gravity was interpolated from observed gravity values.
 LZ1020
 LZ1020;                    North         East    Units  Estimated Accuracy
 LZ1020;SPC PA N     -   105,130.      622,050.      MT  (+/- 180 meters Scaled)
 LZ1020
 LZ1020                          SUPERSEDED SURVEY CONTROL
 LZ1020
 LZ1020  NGVD 29 (??/??/92)  173.968  (m)          570.76   (f) ADJ UNCH    2 0
 LZ1020
 LZ1020.Superseded values are not recommended for survey control.
 LZ1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1020.See file dsdata.txt to determine how the superseded data were derived.
 LZ1020
 LZ1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL911542(NAD 83)
 LZ1020_MARKER: DD = SURVEY DISK
 LZ1020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1020_SP_SET: BRIDGE
 LZ1020_STAMPING: 39 SKS USGS 1966
 LZ1020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1020
 LZ1020  HISTORY     - Date     Condition        Report By
 LZ1020  HISTORY     - 1966     MONUMENTED       PADH
 LZ1020  HISTORY     - 1969     GOOD             NGS
 LZ1020
 LZ1020                          STATION DESCRIPTION
 LZ1020
 LZ1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ1020'2.9 MI SW FROM LOCK HAVEN.
 LZ1020'ABOUT 2.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 220 FROM THE POST
 LZ1020'OFFICE IN LOCK HAVEN, 16 FEET SOUTH OF THE CENTERLINE OF THE
 LZ1020'HIGHWAY, SET IN THE TOP OF THE SOUTHWEST WINGWALL OF A BRIDGE
 LZ1020'OVER FISHING CREEK AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE
 LZ1020'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1552 ***********************************************************************
 KX1552  DESIGNATION -  39 A
 KX1552  PID         -  KX1552
 KX1552  STATE/COUNTY-  PA/ALLEGHENY
 KX1552  USGS QUAD   -  NEW KENSINGTON WEST (1993)
 KX1552
 KX1552                         *CURRENT SURVEY CONTROL
 KX1552  ___________________________________________________________________
 KX1552* NAD 83(1986)-  40 30 59.     (N)    079 50 56.     (W)     SCALED    
 KX1552* NAVD 88     -       225.821  (meters)     740.88   (feet)  ADJUSTED  
 KX1552  ___________________________________________________________________
 KX1552  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 KX1552  DYNAMIC HT  -         225.705 (meters)     740.50  (feet)  COMP
 KX1552  MODELED GRAV-     980,108.0   (mgal)                       NAVD 88
 KX1552
 KX1552  VERT ORDER  -  FIRST     CLASS II
 KX1552
 KX1552.The horizontal coordinates were scaled from a topographic map and have
 KX1552.an estimated accuracy of +/- 6 seconds.
 KX1552
 KX1552.The orthometric height was determined by differential leveling
 KX1552.and adjusted by the National Geodetic Survey in June 1991..
 KX1552
 KX1552.The geoid height was determined by GEOID03.
 KX1552
 KX1552.The dynamic height is computed by dividing the NAVD 88
 KX1552.geopotential number by the normal gravity value computed on the
 KX1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1552.degrees latitude (g = 980.6199 gals.).
 KX1552
 KX1552.The modeled gravity was interpolated from observed gravity values.
 KX1552
 KX1552;                    North         East    Units  Estimated Accuracy
 KX1552;SPC PA S     -   133,480.      422,150.      MT  (+/- 180 meters Scaled)
 KX1552
 KX1552                          SUPERSEDED SURVEY CONTROL
 KX1552
 KX1552  NGVD 29 (??/??/92)  225.991  (m)          741.44   (f) ADJ UNCH    1 2
 KX1552
 KX1552.Superseded values are not recommended for survey control.
 KX1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1552.See file dsdata.txt to determine how the superseded data were derived.
 KX1552
 KX1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE975857(NAD 83)
 KX1552_MARKER: Z = SEE DESCRIPTION
 KX1552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1552_SP_SET: CURB
 KX1552_STAMPING: 39 A
 KX1552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1552
 KX1552  HISTORY     - Date     Condition        Report By
 KX1552  HISTORY     - UNK      MONUMENTED       DOD
 KX1552  HISTORY     - 1941     GOOD             NGS
 KX1552
 KX1552                          STATION DESCRIPTION
 KX1552
 KX1552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1552'11.4 MI NE FROM PITTSBURGH.
 KX1552'11.4 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX1552'PITTSBURGH, ALLEGHENY COUNTY, AT OAKMONT, 7.5 FEET LANDWARD
 KX1552'OF THE RIVER END OF THE CURB, AND ON THE DOWNSTREAM CURB ON
 KX1552'WASHINGTON STREET IN FRONT OF WILLOWS.  A BRONZE PLATE STAMPED
 KX1552'39 A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1522 ***********************************************************************
 KX1522  DESIGNATION -  39 L
 KX1522  PID         -  KX1522
 KX1522  STATE/COUNTY-  PA/ARMSTRONG
 KX1522  USGS QUAD   -  LEECHBURG (1977)
 KX1522
 KX1522                         *CURRENT SURVEY CONTROL
 KX1522  ___________________________________________________________________
 KX1522* NAD 83(1986)-  40 44 40.     (N)    079 35 06.     (W)     SCALED    
 KX1522* NAVD 88     -       240.021  (meters)     787.47   (feet)  ADJUSTED  
 KX1522  ___________________________________________________________________
 KX1522  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 KX1522  DYNAMIC HT  -         239.901 (meters)     787.08  (feet)  COMP
 KX1522  MODELED GRAV-     980,117.3   (mgal)                       NAVD 88
 KX1522
 KX1522  VERT ORDER  -  FIRST     CLASS II
 KX1522
 KX1522.The horizontal coordinates were scaled from a topographic map and have
 KX1522.an estimated accuracy of +/- 6 seconds.
 KX1522
 KX1522.The orthometric height was determined by differential leveling
 KX1522.and adjusted by the National Geodetic Survey in June 1991..
 KX1522
 KX1522.The geoid height was determined by GEOID03.
 KX1522
 KX1522.The dynamic height is computed by dividing the NAVD 88
 KX1522.geopotential number by the normal gravity value computed on the
 KX1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1522.degrees latitude (g = 980.6199 gals.).
 KX1522
 KX1522.The modeled gravity was interpolated from observed gravity values.
 KX1522
 KX1522;                    North         East    Units  Estimated Accuracy
 KX1522;SPC PA S     -   158,300.      445,030.      MT  (+/- 180 meters Scaled)
 KX1522
 KX1522                          SUPERSEDED SURVEY CONTROL
 KX1522
 KX1522  NGVD 29 (??/??/92)  240.198  (m)          788.05   (f) ADJ UNCH    1 2
 KX1522
 KX1522.Superseded values are not recommended for survey control.
 KX1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1522.See file dsdata.txt to determine how the superseded data were derived.
 KX1522
 KX1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF194113(NAD 83)
 KX1522_MARKER: B = BOLT
 KX1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1522_STAMPING: 39 L USED
 KX1522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1522+STABILITY: SURFACE MOTION
 KX1522
 KX1522  HISTORY     - Date     Condition        Report By
 KX1522  HISTORY     - UNK      MONUMENTED       DOD
 KX1522  HISTORY     - 1941     GOOD             NGS
 KX1522
 KX1522                          STATION DESCRIPTION
 KX1522
 KX1522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1522'8 MI NE FROM SCHENLEY.
 KX1522'8 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1522'SCHENLEY, ARMSTRONG COUNTY, 0.4 MILE UPSTREAM FROM LOGANSPORT,
 KX1522'0.3 MILE UPSTREAM FROM MILEPOST 38, 210 FEET DOWNSTREAM FROM A
 KX1522'SWITCH TO A COAL TIPPLE, 250 FEET NORTHEAST OF THE COAL TIPPLE,
 KX1522'7.4 FEET RIVERWARD OF THE RIVER RAIL, 5.6 FEET LANDWARD OF THE
 KX1522'RIVER BANK, AND ABOUT 6 INCHES BELOW THE RAILROAD BED.  A COPPER
 KX1522'BOLT, STAMPED 39 L USED AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1383 ***********************************************************************
 KW1383  DESIGNATION -  39 PRR
 KW1383  PID         -  KW1383
 KW1383  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW1383  USGS QUAD   -  PILLOW (1975)
 KW1383
 KW1383                         *CURRENT SURVEY CONTROL
 KW1383  ___________________________________________________________________
 KW1383* NAD 83(1986)-  40 44 09.     (N)    076 50 23.     (W)     SCALED    
 KW1383* NAVD 88     -       131.404  (meters)     431.11   (feet)  ADJUSTED  
 KW1383  ___________________________________________________________________
 KW1383  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KW1383  DYNAMIC HT  -         131.345 (meters)     430.92  (feet)  COMP
 KW1383  MODELED GRAV-     980,168.3   (mgal)                       NAVD 88
 KW1383
 KW1383  VERT ORDER  -  FIRST     CLASS II
 KW1383
 KW1383.The horizontal coordinates were scaled from a topographic map and have
 KW1383.an estimated accuracy of +/- 6 seconds.
 KW1383
 KW1383.The orthometric height was determined by differential leveling
 KW1383.and adjusted by the National Geodetic Survey in June 1991..
 KW1383
 KW1383.The geoid height was determined by GEOID03.
 KW1383
 KW1383.The dynamic height is computed by dividing the NAVD 88
 KW1383.geopotential number by the normal gravity value computed on the
 KW1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1383.degrees latitude (g = 980.6199 gals.).
 KW1383
 KW1383.The modeled gravity was interpolated from observed gravity values.
 KW1383
 KW1383;                    North         East    Units  Estimated Accuracy
 KW1383;SPC PA N     -    63,610.      676,890.      MT  (+/- 180 meters Scaled)
 KW1383
 KW1383                          SUPERSEDED SURVEY CONTROL
 KW1383
 KW1383  NGVD 29 (??/??/??)  131.635  (m)          431.87   (f) ADJUSTED    1 2
 KW1383
 KW1383.Superseded values are not recommended for survey control.
 KW1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1383.See file dsdata.txt to determine how the superseded data were derived.
 KW1383
 KW1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL446110(NAD 83)
 KW1383_MARKER: B = BOLT
 KW1383_SETTING: 80 = SET IN A BOULDER
 KW1383_SP_SET: BOULDER
 KW1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1383+STABILITY: SURFACE MOTION
 KW1383
 KW1383  HISTORY     - Date     Condition        Report By
 KW1383  HISTORY     - UNK      MONUMENTED       PRR
 KW1383  HISTORY     - 1941     GOOD             CGS
 KW1383
 KW1383                          STATION DESCRIPTION
 KW1383
 KW1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1383'1.8 MI N FROM HERNDON.
 KW1383'1.8 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1383'STATION AT HERNDON, 79 FEET NORTH OF MILEPOST 129, 62 FEET
 KW1383'SOUTH OF A PIPE CULVERT UNDER THE TRACK, 12.1 FEET EAST OF THE
 KW1383'EAST RAIL, IN A RED SANDSTONE BOULDER, AND ABOUT 1 FOOT LOWER
 KW1383'THAN THE TOP OF THE RAIL.  A COPPER BOLT, MARKED BM 39.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1531 ***********************************************************************
 JV1531  DESIGNATION -  39 PRR
 JV1531  PID         -  JV1531
 JV1531  STATE/COUNTY-  PA/YORK
 JV1531  USGS QUAD   -  GLEN ROCK (1984)
 JV1531
 JV1531                         *CURRENT SURVEY CONTROL
 JV1531  ___________________________________________________________________
 JV1531* NAD 83(1986)-  39 45 21.     (N)    076 41 56.     (W)     SCALED    
 JV1531* NAVD 88     -       230.112  (meters)     754.96   (feet)  ADJUSTED  
 JV1531  ___________________________________________________________________
 JV1531  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 JV1531  DYNAMIC HT  -         229.996 (meters)     754.58  (feet)  COMP
 JV1531  MODELED GRAV-     980,116.4   (mgal)                       NAVD 88
 JV1531
 JV1531  VERT ORDER  -  SECOND    CLASS 0
 JV1531
 JV1531.The horizontal coordinates were scaled from a topographic map and have
 JV1531.an estimated accuracy of +/- 6 seconds.
 JV1531
 JV1531.The orthometric height was determined by differential leveling
 JV1531.and adjusted by the National Geodetic Survey in June 1991..
 JV1531
 JV1531.The geoid height was determined by GEOID03.
 JV1531
 JV1531.The dynamic height is computed by dividing the NAVD 88
 JV1531.geopotential number by the normal gravity value computed on the
 JV1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1531.degrees latitude (g = 980.6199 gals.).
 JV1531
 JV1531.The modeled gravity was interpolated from observed gravity values.
 JV1531
 JV1531;                    North         East    Units  Estimated Accuracy
 JV1531;SPC PA S     -    47,450.      690,080.      MT  (+/- 180 meters Scaled)
 JV1531
 JV1531                          SUPERSEDED SURVEY CONTROL
 JV1531
 JV1531  NGVD 29 (??/??/??)  230.318  (m)          755.63   (f) ADJUSTED    2 0
 JV1531
 JV1531.Superseded values are not recommended for survey control.
 JV1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1531.See file dsdata.txt to determine how the superseded data were derived.
 JV1531
 JV1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK544020(NAD 83)
 JV1531_MARKER: B = BOLT
 JV1531_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1531_SP_SET: BRIDGE
 JV1531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1531
 JV1531  HISTORY     - Date     Condition        Report By
 JV1531  HISTORY     - UNK      MONUMENTED       PRR
 JV1531  HISTORY     - 1935     GOOD             CGS
 JV1531  HISTORY     - 1961     GOOD             CGS
 JV1531
 JV1531                          STATION DESCRIPTION
 JV1531
 JV1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1531'0.4 MI S FROM SHREWSBURY.
 JV1531'0.4 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JV1531'AT SHREWSBURY, YORK COUNTY, AT BRIDGE 38.24, IN THE TOP OF THE
 JV1531'EAST END OF THE SOUTH BRIDGE SEAT, AND 15 FEET EAST OF THE CENTER
 JV1531'LINE OF THE EAST TRACK.  A COPPER BOLT.
 JV1531
 JV1531                          STATION RECOVERY (1961)
 JV1531
 JV1531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JV1531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1549 ***********************************************************************
 JU1549  DESIGNATION -  39 PRR
 JU1549  PID         -  JU1549
 JU1549  STATE/COUNTY-  PA/CHESTER
 JU1549  USGS QUAD   -  COATESVILLE (1997)
 JU1549
 JU1549                         *CURRENT SURVEY CONTROL
 JU1549  ___________________________________________________________________
 JU1549* NAD 83(1986)-  39 59 35.     (N)    075 45 44.     (W)     SCALED    
 JU1549* NAVD 88     -        98.703  (meters)     323.83   (feet)  ADJUSTED  
 JU1549  ___________________________________________________________________
 JU1549  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JU1549  DYNAMIC HT  -          98.653 (meters)     323.66  (feet)  COMP
 JU1549  MODELED GRAV-     980,124.5   (mgal)                       NAVD 88
 JU1549
 JU1549  VERT ORDER  -  SECOND    CLASS 0
 JU1549
 JU1549.The horizontal coordinates were scaled from a topographic map and have
 JU1549.an estimated accuracy of +/- 6 seconds.
 JU1549
 JU1549.The orthometric height was determined by differential leveling
 JU1549.and adjusted by the National Geodetic Survey in June 1991..
 JU1549
 JU1549.The geoid height was determined by GEOID03.
 JU1549
 JU1549.The dynamic height is computed by dividing the NAVD 88
 JU1549.geopotential number by the normal gravity value computed on the
 JU1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1549.degrees latitude (g = 980.6199 gals.).
 JU1549
 JU1549.The modeled gravity was interpolated from observed gravity values.
 JU1549
 JU1549;                    North         East    Units  Estimated Accuracy
 JU1549;SPC PA S     -    75,160.      769,750.      MT  (+/- 180 meters Scaled)
 JU1549
 JU1549                          SUPERSEDED SURVEY CONTROL
 JU1549
 JU1549  NGVD 29 (??/??/??)   98.980  (m)          324.74   (f) ADJUSTED    2 0
 JU1549
 JU1549.Superseded values are not recommended for survey control.
 JU1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1549.See file dsdata.txt to determine how the superseded data were derived.
 JU1549
 JU1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK349272(NAD 83)
 JU1549_MARKER: B = BOLT
 JU1549_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1549_SP_SET: UNDERPASS ABUTMENT
 JU1549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1549
 JU1549  HISTORY     - Date     Condition        Report By
 JU1549  HISTORY     - UNK      MONUMENTED       PRR
 JU1549  HISTORY     - 1966     GOOD             CGS
 JU1549  HISTORY     - 20051119 GOOD             GEOCAC
 JU1549
 JU1549                          STATION DESCRIPTION
 JU1549
 JU1549'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1549'2.8 MI W FROM DOWNINGTOWN.
 JU1549'2.8 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JU1549'IN DOWNINGTOWN, 3.1 EAST OF COATESVILLE.  12 FEET NORTH OF NORTH
 JU1549'RAIL, SET IN THE TOP OF THE NORTH END OF STONE MASONRY ABUTMENT
 JU1549'OF A UNDERPASS NO. 35-27 AND IS ABOUT 5 FEET BELOW THE LEVEL OF
 JU1549'THE TRACK.
 JU1549
 JU1549                          STATION RECOVERY (2005)
 JU1549
 JU1549'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 JU1549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2720 ***********************************************************************
 KV2720  DESIGNATION -  391 USGS
 KV2720  PID         -  KV2720
 KV2720  STATE/COUNTY-  PA/BERKS
 KV2720  USGS QUAD   -  KUTZTOWN (1974)
 KV2720
 KV2720                         *CURRENT SURVEY CONTROL
 KV2720  ___________________________________________________________________
 KV2720* NAD 83(1986)-  40 36 15.     (N)    075 52 22.     (W)     SCALED    
 KV2720* NAVD 88     -       119.002  (meters)     390.43   (feet)  ADJUSTED  
 KV2720  ___________________________________________________________________
 KV2720  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 KV2720  DYNAMIC HT  -         118.943 (meters)     390.23  (feet)  COMP
 KV2720  MODELED GRAV-     980,125.5   (mgal)                       NAVD 88
 KV2720
 KV2720  VERT ORDER  -  SECOND    CLASS 0
 KV2720
 KV2720.The horizontal coordinates were scaled from a topographic map and have
 KV2720.an estimated accuracy of +/- 6 seconds.
 KV2720
 KV2720.The orthometric height was determined by differential leveling
 KV2720.and adjusted by the National Geodetic Survey in June 1991..
 KV2720
 KV2720.The geoid height was determined by GEOID03.
 KV2720
 KV2720.The dynamic height is computed by dividing the NAVD 88
 KV2720.geopotential number by the normal gravity value computed on the
 KV2720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2720.degrees latitude (g = 980.6199 gals.).
 KV2720
 KV2720.The modeled gravity was interpolated from observed gravity values.
 KV2720
 KV2720;                    North         East    Units  Estimated Accuracy
 KV2720;SPC PA S     -   142,800.      758,860.      MT  (+/- 180 meters Scaled)
 KV2720
 KV2720                          SUPERSEDED SURVEY CONTROL
 KV2720
 KV2720  NGVD 29 (??/??/??)  119.203  (m)          391.09   (f) ADJUSTED    2 0
 KV2720
 KV2720.Superseded values are not recommended for survey control.
 KV2720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2720.See file dsdata.txt to determine how the superseded data were derived.
 KV2720
 KV2720_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK261951(NAD 83)
 KV2720_MARKER: DD = SURVEY DISK
 KV2720_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2720_SP_SET: STEP
 KV2720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2720
 KV2720  HISTORY     - Date     Condition        Report By
 KV2720  HISTORY     - 1942     MONUMENTED       USGS
 KV2720  HISTORY     - 1942     GOOD             CGS
 KV2720
 KV2720                          STATION DESCRIPTION
 KV2720
 KV2720'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2720'2.1 MI SW FROM KEMPTON.
 KV2720'2.1 MILES SOUTHWEST ALONG THE READING RAILROAD FROM THE STATION
 KV2720'AT KEMPTON, 0.1 MILE NORTH OF THE STATION SHED AT GREENAWALD, SET
 KV2720'IN THE TOP STEP AT THE WEST CORNER OF THE SOUTH ABUTMENT OF BRIDGE
 KV2720'NO. 24-30, 34.8 FEET WEST OF THE CENTER-LINE OF THE ROAD THAT
 KV2720'PARALLELS THE TRACK, 9.8 FEET WEST OF THE WEST RAIL OF THE TRACK,
 KV2720'2.3 FEET BELOW TRACK LEVEL.  A U.S. GEOLOGICAL SURVEY DISK.
 KV2720'NOTE-- UPON RECOVERING THIS MARK IT WAS FOUND TO HAVE NO STAMPING.
 KV2720'THIS NUMBER WAS TAKEN FROM THE HAMBURG QUADRANGLE MAP, EDITION OF
 KV2720'1911, REPRINTED 1920.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0211 ***********************************************************************
 MA0211  DESIGNATION -  392
 MA0211  PID         -  MA0211
 MA0211  STATE/COUNTY-  PA/CLINTON
 MA0211  USGS QUAD   -  POTTERSDALE (1983)
 MA0211
 MA0211                         *CURRENT SURVEY CONTROL
 MA0211  ___________________________________________________________________
 MA0211* NAD 83(1986)-  41 09 13.     (N)    078 01 11.     (W)     SCALED    
 MA0211* NAVD 88     -       240.557  (meters)     789.23   (feet)  ADJUSTED  
 MA0211  ___________________________________________________________________
 MA0211  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 MA0211  DYNAMIC HT  -         240.435 (meters)     788.83  (feet)  COMP
 MA0211  MODELED GRAV-     980,112.1   (mgal)                       NAVD 88
 MA0211
 MA0211  VERT ORDER  -  SECOND    CLASS 0
 MA0211
 MA0211.The horizontal coordinates were scaled from a topographic map and have
 MA0211.an estimated accuracy of +/- 6 seconds.
 MA0211
 MA0211.The orthometric height was determined by differential leveling
 MA0211.and adjusted by the National Geodetic Survey in June 1991..
 MA0211
 MA0211.The geoid height was determined by GEOID03.
 MA0211
 MA0211.The dynamic height is computed by dividing the NAVD 88
 MA0211.geopotential number by the normal gravity value computed on the
 MA0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0211.degrees latitude (g = 980.6199 gals.).
 MA0211
 MA0211.The modeled gravity was interpolated from observed gravity values.
 MA0211
 MA0211;                    North         East    Units  Estimated Accuracy
 MA0211;SPC PA N     -   109,640.      577,360.      MT  (+/- 180 meters Scaled)
 MA0211
 MA0211                          SUPERSEDED SURVEY CONTROL
 MA0211
 MA0211  NGVD 29 (??/??/92)  240.722  (m)          789.77   (f) ADJ UNCH    2 0
 MA0211
 MA0211.Superseded values are not recommended for survey control.
 MA0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0211.See file dsdata.txt to determine how the superseded data were derived.
 MA0211
 MA0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF500600(NAD 83)
 MA0211_MARKER: Q = CHISELED SQUARE
 MA0211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0211_SP_SET: ABUTMENT
 MA0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0211
 MA0211  HISTORY     - Date     Condition        Report By
 MA0211  HISTORY     - UNK      MONUMENTED       NYCRR
 MA0211  HISTORY     - 1934     GOOD             NGS
 MA0211
 MA0211                          STATION DESCRIPTION
 MA0211
 MA0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0211'7.6 MI E FROM KARTHAUS.
 MA0211'IN CLINTON COUNTY, ABOUT 7.6 MILES EAST ALONG THE NEW YORK
 MA0211'CENTRAL RAILROAD FROM KARTHAUS, CLEARFIELD COUNTY, AT MILEAGE
 MA0211'C 39.2, ABOUT 1,260 FEET EAST OF MILEPOST C 39, AT THE STATION
 MA0211'AT LOOP RUN, ABOUT 7 RAILS EAST OF THE SWITCH SIGNAL AND SHED,
 MA0211'AT STEEL BRIDGE R 25, ON THE TOP OF THE NORTH END OF THE WEST
 MA0211'CONCRETE ABUTMENT, 11 FEET NORTH OF THE CENTER LINE OF THE
 MA0211'TRACK, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.  A
 MA0211'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0572 ***********************************************************************
 LY0572  DESIGNATION -  395
 LY0572  PID         -  LY0572
 LY0572  STATE/COUNTY-  PA/PIKE
 LY0572  USGS QUAD   -  CULVERS GAP (1997)
 LY0572
 LY0572                         *CURRENT SURVEY CONTROL
 LY0572  ___________________________________________________________________
 LY0572* NAD 83(1986)-  41 14 20.     (N)    074 51 58.     (W)     SCALED    
 LY0572* NAVD 88     -       120.180  (meters)     394.29   (feet)  ADJUSTED  
 LY0572  ___________________________________________________________________
 LY0572  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 LY0572  DYNAMIC HT  -         120.129 (meters)     394.12  (feet)  COMP
 LY0572  MODELED GRAV-     980,202.0   (mgal)                       NAVD 88
 LY0572  OBS GRAVITY -     980,204.2   (mgal)                       GRAV_OBS
 LY0572
 LY0572  VERT ORDER  -  FIRST     CLASS II
 LY0572
 LY0572.The horizontal coordinates were scaled from a topographic map and have
 LY0572.an estimated accuracy of +/- 6 seconds.
 LY0572
 LY0572.The orthometric height was determined by differential leveling
 LY0572.and adjusted by the National Geodetic Survey in June 1991..
 LY0572
 LY0572.The geoid height was determined by GEOID03.
 LY0572
 LY0572.The dynamic height is computed by dividing the NAVD 88
 LY0572.geopotential number by the normal gravity value computed on the
 LY0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0572.degrees latitude (g = 980.6199 gals.).
 LY0572
 LY0572.The modeled gravity was interpolated from observed gravity values.
 LY0572.The observed gravity was obtained from relative gravimeter ties
 LY0572.to the IGSN71 gravity network.
 LY0572
 LY0572;                    North         East    Units  Estimated Accuracy
 LY0572;SPC PA N     -   123,100.      841,700.      MT  (+/- 180 meters Scaled)
 LY0572
 LY0572                          SUPERSEDED SURVEY CONTROL
 LY0572
 LY0572  NGVD 29 (??/??/92)  120.360  (m)          394.88   (f) ADJ UNCH    1 2
 LY0572
 LY0572.Superseded values are not recommended for survey control.
 LY0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0572.See file dsdata.txt to determine how the superseded data were derived.
 LY0572
 LY0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL112652(NAD 83)
 LY0572_MARKER: DD = SURVEY DISK
 LY0572_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LY0572_SP_SET: BRIDGE ABUTMENT
 LY0572_MARK LOGO: PADH  
 LY0572_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0572+SATELLITE: SATELLITE OBSERVATIONS - January 10, 1995
 LY0572
 LY0572  HISTORY     - Date     Condition        Report By
 LY0572  HISTORY     - UNK      MONUMENTED       PADH
 LY0572  HISTORY     - 1956     GOOD             NGS
 LY0572  HISTORY     - 1978     GOOD             NGS
 LY0572  HISTORY     - 19950110 GOOD             NJGS
 LY0572
 LY0572                          STATION DESCRIPTION
 LY0572
 LY0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LY0572'1.3 MI NE FROM DINGMANS FERRY.
 LY0572'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 209 FROM THE POST OFFICE
 LY0572'AT DINGMANS FERRY, ON TOP AND AT THE EAST END OF THE SOUTH
 LY0572'CONCRETE ABUTMENT OF A SMALL CONCRETE BRIDGE OVER ADAMS CREEK,
 LY0572'12 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 LY0572'LEVEL WITH THE HIGHWAY BED.
 LY0572
 LY0572                          STATION RECOVERY (1978)
 LY0572
 LY0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LY0572'RECOVERED IN GOOD CONDITION.
 LY0572
 LY0572                          STATION RECOVERY (1995)
 LY0572
 LY0572'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 LY0572'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE STATION IS 1.2
 LY0572'MI (1.9 KM) NORTHEAST ALONG U.S.  HIGHWAY 209 FROM ITS INTERSECTION
 LY0572'WITH STATE ROUTE 739 AT DINGMANS FERRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2239 ***********************************************************************
 KW2239  DESIGNATION -  39.53 PRR
 KW2239  PID         -  KW2239
 KW2239  STATE/COUNTY-  PA/CUMBERLAND
 KW2239  USGS QUAD   -  SHIPPENSBURG (1973)
 KW2239
 KW2239                         *CURRENT SURVEY CONTROL
 KW2239  ___________________________________________________________________
 KW2239* NAD 83(1986)-  40 03 54.     (N)    077 31 02.     (W)     SCALED    
 KW2239* NAVD 88     -       197.418  (meters)     647.70   (feet)  ADJUSTED  
 KW2239  ___________________________________________________________________
 KW2239  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 KW2239  DYNAMIC HT  -         197.309 (meters)     647.34  (feet)  COMP
 KW2239  MODELED GRAV-     980,067.3   (mgal)                       NAVD 88
 KW2239
 KW2239  VERT ORDER  -  FIRST     CLASS II
 KW2239
 KW2239.The horizontal coordinates were scaled from a topographic map and have
 KW2239.an estimated accuracy of +/- 6 seconds.
 KW2239
 KW2239.The orthometric height was determined by differential leveling
 KW2239.and adjusted by the National Geodetic Survey in June 1991..
 KW2239
 KW2239.The geoid height was determined by GEOID03.
 KW2239
 KW2239.The dynamic height is computed by dividing the NAVD 88
 KW2239.geopotential number by the normal gravity value computed on the
 KW2239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2239.degrees latitude (g = 980.6199 gals.).
 KW2239
 KW2239.The modeled gravity was interpolated from observed gravity values.
 KW2239
 KW2239;                    North         East    Units  Estimated Accuracy
 KW2239;SPC PA S     -    81,270.      619,860.      MT  (+/- 180 meters Scaled)
 KW2239
 KW2239                          SUPERSEDED SURVEY CONTROL
 KW2239
 KW2239  NGVD 29 (??/??/??)  197.618  (m)          648.35   (f) ADJUSTED    1 2
 KW2239
 KW2239.Superseded values are not recommended for survey control.
 KW2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2239.See file dsdata.txt to determine how the superseded data were derived.
 KW2239
 KW2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK853380(NAD 83)
 KW2239_MARKER: B = BOLT
 KW2239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2239_SP_SET: BRIDGE WALL
 KW2239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2239
 KW2239  HISTORY     - Date     Condition        Report By
 KW2239  HISTORY     - UNK      MONUMENTED       PRR
 KW2239  HISTORY     - 1942     GOOD             CGS
 KW2239
 KW2239                          STATION DESCRIPTION
 KW2239
 KW2239'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW2239'1.3 MI NE FROM SHIPPENSBURG.
 KW2239'1.3 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW2239'STATION AT SHIPPENSBURG, CUMBERLAND COUNTY, AT BRIDGE 39.53,
 KW2239'IN THE TOP OF THE SOUTHEAST WALL, AND DIRECTLY ABOVE 1918 CAST
 KW2239'IN THE WALL.  A BRASS BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0613 ***********************************************************************
 KW0613  DESIGNATION -  397
 KW0613  PID         -  KW0613
 KW0613  STATE/COUNTY-  PA/LANCASTER
 KW0613  USGS QUAD   -  MANHEIM (1995)
 KW0613
 KW0613                         *CURRENT SURVEY CONTROL
 KW0613  ___________________________________________________________________
 KW0613* NAD 83(1986)-  40 09 20.     (N)    076 23 51.     (W)     SCALED    
 KW0613* NAVD 88     -       120.805  (meters)     396.34   (feet)  ADJUSTED  
 KW0613  ___________________________________________________________________
 KW0613  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 KW0613  DYNAMIC HT  -         120.742 (meters)     396.13  (feet)  COMP
 KW0613  MODELED GRAV-     980,095.6   (mgal)                       NAVD 88
 KW0613
 KW0613  VERT ORDER  -  SECOND    CLASS 0
 KW0613
 KW0613.The horizontal coordinates were scaled from a topographic map and have
 KW0613.an estimated accuracy of +/- 6 seconds.
 KW0613
 KW0613.The orthometric height was determined by differential leveling
 KW0613.and adjusted by the National Geodetic Survey in June 1991..
 KW0613
 KW0613.The geoid height was determined by GEOID03.
 KW0613
 KW0613.The dynamic height is computed by dividing the NAVD 88
 KW0613.geopotential number by the normal gravity value computed on the
 KW0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0613.degrees latitude (g = 980.6199 gals.).
 KW0613
 KW0613.The modeled gravity was interpolated from observed gravity values.
 KW0613
 KW0613;                    North         East    Units  Estimated Accuracy
 KW0613;SPC PA S     -    92,180.      715,230.      MT  (+/- 180 meters Scaled)
 KW0613
 KW0613                          SUPERSEDED SURVEY CONTROL
 KW0613
 KW0613  NGVD 29 (??/??/??)  121.036  (m)          397.10   (f) ADJUSTED    2 0
 KW0613
 KW0613.Superseded values are not recommended for survey control.
 KW0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0613.See file dsdata.txt to determine how the superseded data were derived.
 KW0613
 KW0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK809459(NAD 83)
 KW0613_MARKER: B = BOLT
 KW0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0613+STABILITY: SURFACE MOTION
 KW0613
 KW0613  HISTORY     - Date     Condition        Report By
 KW0613  HISTORY     - UNK      MONUMENTED       LOCENG
 KW0613  HISTORY     - 1935     GOOD             CGS
 KW0613  HISTORY     - 1942     GOOD             CGS
 KW0613  HISTORY     - 20050530 MARK NOT FOUND   GEOCAC
 KW0613
 KW0613                          STATION DESCRIPTION
 KW0613
 KW0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0613'0.3 MI W FROM MANHEIM.
 KW0613'ABOUT 0.3 MILE WEST ALONG THE READING CO. RAILWAY FROM THE STATION
 KW0613'AT MANHEIM, LANCASTER COUNTY, ABOUT 200 FEET WEST OF THE WEST
 KW0613'SIDE OF THE MANHEIM MANUFACTURING AND BELTING CO., AT THE
 KW0613'CONCRETE TILE OF THE END OF A STREET, AND ABOUT 275 FEET NORTH OF
 KW0613'THE TRACK.  A COPPER BOLT, SET IN THE TOP OF A CONCRETE POST.
 KW0613
 KW0613                          STATION RECOVERY (1942)
 KW0613
 KW0613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 KW0613'RECOVERED IN GOOD CONDITION.
 KW0613
 KW0613                          STATION RECOVERY (2005)
 KW0613
 KW0613'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA5882 ***********************************************************************
 AA5882  PACS        -  This is a Primary Airport Control Station.
 AA5882  DESIGNATION -  3G2 B 1976
 AA5882  PID         -  AA5882
 AA5882  STATE/COUNTY-  PA/WASHINGTON
 AA5882  USGS QUAD   -  WASHINGTON WEST (1969)
 AA5882
 AA5882                         *CURRENT SURVEY CONTROL
 AA5882  ___________________________________________________________________
 AA5882* NAD 83(1992)-  40 08 11.92874(N)    080 17 04.68199(W)     ADJUSTED  
 AA5882* NAVD 88     -       356.90   (+/-2cm)    1170.9    (feet)  VERTCON   
 AA5882  ___________________________________________________________________
 AA5882  X           -     824,056.183 (meters)                     COMP
 AA5882  Y           -  -4,813,154.527 (meters)                     COMP
 AA5882  Z           -   4,089,805.244 (meters)                     COMP
 AA5882  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 AA5882  ELLIP HEIGHT-         323.20  (meters)          (09/01/01) GPS OBS
 AA5882  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 AA5882
 AA5882  HORZ ORDER  -  B
 AA5882  VERT ORDER  -  THIRD ? (See Below)
 AA5882  ELLP ORDER  -  THIRD     CLASS II
 AA5882
 AA5882.This mark is at Washington Airport (AFJ)
 AA5882
 AA5882.The horizontal coordinates were established by GPS observations
 AA5882.and adjusted by the National Geodetic Survey in July 1995..
 AA5882
 AA5882.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA5882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA5882
 AA5882.GPS derived orthometric heights for airport stations designated as
 AA5882.PACS or SACS are published to 2 decimal places.  This maintains
 AA5882.centimeter relative accuracy between the PACS and SACS.  It does
 AA5882.not indicate centimeter accuracy relative to other marks which are
 AA5882.part of the NAVD 88 network.
 AA5882.The vertical order pertains to the NGVD 29 superseded value.
 AA5882
 AA5882.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5882
 AA5882.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5882
 AA5882.The ellipsoidal height was determined by GPS observations
 AA5882.and is referenced to NAD 83.
 AA5882
 AA5882.The geoid height was determined by GEOID03.
 AA5882
 AA5882;                    North         East     Units Scale Factor Converg.
 AA5882;SPC PA S     -    92,295.127   384,025.069   MT  0.99997444   -1 38 40.0
 AA5882;SPC PA S     -   302,804.93  1,259,922.25   sFT  0.99997444   -1 38 40.0
 AA5882;UTM  17      - 4,443,169.111   560,941.814   MT  0.99964572   +0 27 40.1
 AA5882
 AA5882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5882!SPC PA S     -   0.99994930  x   0.99997444  =   0.99992374
 AA5882!UTM  17      -   0.99994930  x   0.99964572  =   0.99959504
 AA5882
 AA5882                          SUPERSEDED SURVEY CONTROL
 AA5882
 AA5882  ELLIP H (07/12/95)  323.17   (m)                       GP(       ) 3 2
 AA5882  NGVD 29 (07/12/95)  357.03   (m)         1171.4    (f) LEVELING    3  
 AA5882
 AA5882.Superseded values are not recommended for survey control.
 AA5882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5882.See file dsdata.txt to determine how the superseded data were derived.
 AA5882
 AA5882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE6094243169(NAD 83)
 AA5882_MARKER: DS = TRIANGULATION STATION DISK
 AA5882_SETTING: 0 = UNSPECIFIED SETTING
 AA5882_SP_SET: UNSPECIFIED
 AA5882_STAMPING: 3G2 B 1976
 AA5882_MARK LOGO: NOS   
 AA5882_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5882+SATELLITE: SATELLITE OBSERVATIONS - 1976
 AA5882
 AA5882  HISTORY     - Date     Condition        Report By
 AA5882  HISTORY     - 1976     MONUMENTED       NOS
 AA5882  HISTORY     - 19880815 GOOD             NGS
 AA5882  HISTORY     - 20000411 MARK NOT FOUND   PADT
 AA5882
 AA5882                          STATION DESCRIPTION
 AA5882
 AA5882'DESCRIBED BY NATIONAL OCEAN SERVICE 1976 (JVT)
 AA5882'THE STATION IS LOCATED ABOUT 4.O MI SOUTH-SOUTHWEST OF WASHINGTON, 4.0
 AA5882'MI (6.4 KM) WEST OF VAN KIRK, 2.0 MI (3.2 KM) EAST OF LANGONDA AT THE
 AA5882'WASHINGTON COUNTY AIRPORT, SOUTH OF RUNWAY 9/27 IN THE GRASS AREA
 AA5882'BETWEEN RUNWAY 9/27 AND A DEEP DITCH, ABOUT 900 FT (274.3 M) WEST OF
 AA5882'RUNWAY END 27.  CONTACT AIRPORT MANAGER BEFORE ENTERING FIELD, 205A
 AA5882'AIRPORT ROAD, WASHINGTON, PA 15301.  PHONE (412) 228-5151. TO REACH
 AA5882'THE STATION FROM THE NORTHSIDE OF THE TERMINAL BUILDING PROCEED
 AA5882'NORTHERLY ACROSS RAMP FOR 0.05 MI (0.08 KM) TO A TAXIWAY WHICH RUNS
 AA5882'PARALLEL TO RUNWAY 9/28.  GO EASTERLY ON PARALLEL TAXIWAY FOR 0.18 MI
 AA5882'(0.29 KM) TO A CONNECTING TAXIWAY ON THE LEFT.  TURN LEFT AND GO
 AA5882'NORTHERLY FOR 0.05 MI (0.08 KM) TO RUNWAY 9/28.  TURN RIGHT AND GO
 AA5882'EASTERLY ALONG RUNWAY 9/28 FOR 0.05 MI (0.08 KM) TO THE STATION ON THE
 AA5882'RIGHT. THE STATION IS LOCATED 173.0 FT (52.7 M) SOUTHWEST FROM THE
 AA5882'THIRD RUNWAY LIGHT (BLUE LENS) EAST OF THE CONNECTING TAXIWAY, 32.5 FT
 AA5882'(9.9 M) SOUTHEAST FROM RUNWAY LIGHT NUMBER 44, 26.0 FT (7.9 M) NORTH
 AA5882'FROM THE NORTH EDGE OF A DEEP DITCH AND SET IN A DRILL HOLE IN THE
 AA5882'NORTHEAST CORNER OF A CONCRETE CATCH BASIN.
 AA5882
 AA5882                          STATION RECOVERY (1988)
 AA5882
 AA5882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (DAH)
 AA5882'THE STATION IS LOCATED IN THE EAST PART OF THE AIRPORT ALONG THE SOUTH
 AA5882'SIDE OF RUNWAY 27.  IT IS ABOUT 950 FT (289.6 M) WEST OF THE CL END OF
 AA5882'RWY 27, 74.9 FT (22.8 M) SOUTH OF THE CENTERLINE OF THE RUNWAY, AND
 AA5882'28.1 FT (8.6 M) SOUTHEAST OF THE FIFTH RUNWAY LIGHT WEST OF RWY END
 AA5882'27.  IT IS AN NOS DISK STAMPED---3G2 B 1976---, AND SET IN A DRILL
 AA5882'HOLE IN THE NORTHEAST CORNER OF A CONCRETE CATCH BASIN.
 AA5882
 AA5882                          STATION RECOVERY (2000)
 AA5882
 AA5882'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (CIH)
 AA5882'BELIEVED TO BE DESTROYED DUE TO CONSTRUCTION AT THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1675 ***********************************************************************
 KX1675  DESIGNATION -  4
 KX1675  PID         -  KX1675
 KX1675  STATE/COUNTY-  PA/BLAIR
 KX1675  USGS QUAD   -  HOLLIDAYSBURG (1981)
 KX1675
 KX1675                         *CURRENT SURVEY CONTROL
 KX1675  ___________________________________________________________________
 KX1675* NAD 83(1986)-  40 26 41.     (N)    078 25 30.     (W)     SCALED    
 KX1675* NAVD 88     -       304.655  (meters)     999.52   (feet)  ADJUSTED  
 KX1675  ___________________________________________________________________
 KX1675  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KX1675  DYNAMIC HT  -         304.493 (meters)     998.99  (feet)  COMP
 KX1675  MODELED GRAV-     980,086.3   (mgal)                       NAVD 88
 KX1675
 KX1675  VERT ORDER  -  SECOND    CLASS 0
 KX1675
 KX1675.The horizontal coordinates were scaled from a topographic map and have
 KX1675.an estimated accuracy of +/- 6 seconds.
 KX1675
 KX1675.The orthometric height was determined by differential leveling
 KX1675.and adjusted by the National Geodetic Survey in June 1991..
 KX1675
 KX1675.The geoid height was determined by GEOID03.
 KX1675
 KX1675.The dynamic height is computed by dividing the NAVD 88
 KX1675.geopotential number by the normal gravity value computed on the
 KX1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1675.degrees latitude (g = 980.6199 gals.).
 KX1675
 KX1675.The modeled gravity was interpolated from observed gravity values.
 KX1675
 KX1675;                    North         East    Units  Estimated Accuracy
 KX1675;SPC PA S     -   123,620.      542,740.      MT  (+/- 180 meters Scaled)
 KX1675
 KX1675                          SUPERSEDED SURVEY CONTROL
 KX1675
 KX1675  NGVD 29 (??/??/92)  304.815  (m)         1000.05   (f) ADJ UNCH    2 0
 KX1675
 KX1675.Superseded values are not recommended for survey control.
 KX1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1675.See file dsdata.txt to determine how the superseded data were derived.
 KX1675
 KX1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE183803(NAD 83)
 KX1675_MARKER: B = BOLT
 KX1675_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1675_SP_SET: STONE ABUTMENT
 KX1675_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX1675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1675_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KX1675+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2002
 KX1675
 KX1675  HISTORY     - Date     Condition        Report By
 KX1675  HISTORY     - UNK      MONUMENTED       PRR
 KX1675  HISTORY     - 1935     GOOD             NGS
 KX1675  HISTORY     - 20020603 GOOD             PADT
 KX1675  HISTORY     - 20030611 GOOD             NGS
 KX1675
 KX1675                          STATION DESCRIPTION
 KX1675
 KX1675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX1675'2.6 MI N FROM HOLLIDAYSBURG.
 KX1675'2.6 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1675'STATION AT HOLLIDAYSBURG, BLAIR COUNTY, AT THE WEST STONE
 KX1675'ABUTMENT OF BRIDGE 6.21, IN THE TOP OF THE SOUTH END, AND 13
 KX1675'FEET WEST OF THE CENTER LINE OF THE TRACK.  A COPPER BOLT.
 KX1675
 KX1675                          STATION RECOVERY (2002)
 KX1675
 KX1675'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (TRN)
 KX1675'RECOVERED IN GOOD CONDITION.
 KX1675
 KX1675                          STATION RECOVERY (2003)
 KX1675
 KX1675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DBH)
 KX1675'MARK WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1257 ***********************************************************************
 LZ1257  DESIGNATION -  4
 LZ1257  PID         -  LZ1257
 LZ1257  STATE/COUNTY-  PA/CLINTON
 LZ1257  USGS QUAD   -  RENOVO WEST (1986)
 LZ1257
 LZ1257                         *CURRENT SURVEY CONTROL
 LZ1257  ___________________________________________________________________
 LZ1257* NAD 83(1986)-  41 18 22.     (N)    077 48 09.     (W)     SCALED    
 LZ1257* NAVD 88     -       206.942  (meters)     678.94   (feet)  ADJUSTED  
 LZ1257  ___________________________________________________________________
 LZ1257  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 LZ1257  DYNAMIC HT  -         206.851 (meters)     678.64  (feet)  COMP
 LZ1257  MODELED GRAV-     980,180.2   (mgal)                       NAVD 88
 LZ1257
 LZ1257  VERT ORDER  -  SECOND    CLASS 0
 LZ1257
 LZ1257.The horizontal coordinates were scaled from a topographic map and have
 LZ1257.an estimated accuracy of +/- 6 seconds.
 LZ1257
 LZ1257.The orthometric height was determined by differential leveling
 LZ1257.and adjusted by the National Geodetic Survey in June 1991..
 LZ1257
 LZ1257.The geoid height was determined by GEOID03.
 LZ1257
 LZ1257.The dynamic height is computed by dividing the NAVD 88
 LZ1257.geopotential number by the normal gravity value computed on the
 LZ1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1257.degrees latitude (g = 980.6199 gals.).
 LZ1257
 LZ1257.The modeled gravity was interpolated from observed gravity values.
 LZ1257
 LZ1257;                    North         East    Units  Estimated Accuracy
 LZ1257;SPC PA N     -   126,540.      595,600.      MT  (+/- 180 meters Scaled)
 LZ1257
 LZ1257                          SUPERSEDED SURVEY CONTROL
 LZ1257
 LZ1257  NGVD 29 (??/??/92)  207.128  (m)          679.55   (f) ADJ UNCH    2 0
 LZ1257
 LZ1257.Superseded values are not recommended for survey control.
 LZ1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1257.See file dsdata.txt to determine how the superseded data were derived.
 LZ1257
 LZ1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL653765(NAD 83)
 LZ1257_MARKER: R = RIVET
 LZ1257_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1257_SP_SET: BRIDGE SEAT
 LZ1257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1257
 LZ1257  HISTORY     - Date     Condition        Report By
 LZ1257  HISTORY     - UNK      MONUMENTED       PRR
 LZ1257  HISTORY     - 1934     GOOD             NGS
 LZ1257
 LZ1257                          STATION DESCRIPTION
 LZ1257
 LZ1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1257'2.9 MI W FROM RENOVO.
 LZ1257'ABOUT 2.9 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM RENOVO,
 LZ1257'CLINTON COUNTY, ABOUT 150 FEET WEST OF THE STATION AT SHINTOWN,
 LZ1257'ABOUT 1,240 FEET EAST OF MILEPOST 192, AT MILEAGE 192.28, AT
 LZ1257'18-FOOT CONCRETE SLAB BRIDGE 192.28, IN THE TOP OF THE BRIDGE
 LZ1257'SEAT AT THE SOUTH END OF THE NORTH STONE ABUTMENT, 9 FEET SOUTH
 LZ1257'OF THE CENTER LINE OF THE EAST-BOUND TRACK, AND ABOUT 4 FEET
 LZ1257'LOWER THAN THE TOP OF THE RAIL.  A COPPER RIVET, MARKED BY THE
 LZ1257'CHISELED LETTERS BM 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1129 ***********************************************************************
 MA1129  DESIGNATION -  4 58+70
 MA1129  PID         -  MA1129
 MA1129  STATE/COUNTY-  PA/FOREST
 MA1129  USGS QUAD   -  TIONESTA (1973)
 MA1129
 MA1129                         *CURRENT SURVEY CONTROL
 MA1129  ___________________________________________________________________
 MA1129* NAD 83(1986)-  41 28 46.     (N)    079 26 36.     (W)     SCALED    
 MA1129* NAVD 88     -       323.179  (meters)    1060.30   (feet)  ADJUSTED  
 MA1129  ___________________________________________________________________
 MA1129  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MA1129  DYNAMIC HT  -         323.035 (meters)    1059.82  (feet)  COMP
 MA1129  MODELED GRAV-     980,166.6   (mgal)                       NAVD 88
 MA1129
 MA1129  VERT ORDER  -  SECOND    CLASS 0
 MA1129
 MA1129.The horizontal coordinates were scaled from a topographic map and have
 MA1129.an estimated accuracy of +/- 6 seconds.
 MA1129
 MA1129.The orthometric height was determined by differential leveling
 MA1129.and adjusted by the National Geodetic Survey in June 1991..
 MA1129
 MA1129.The geoid height was determined by GEOID03.
 MA1129
 MA1129.The dynamic height is computed by dividing the NAVD 88
 MA1129.geopotential number by the normal gravity value computed on the
 MA1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1129.degrees latitude (g = 980.6199 gals.).
 MA1129
 MA1129.The modeled gravity was interpolated from observed gravity values.
 MA1129
 MA1129;                    North         East    Units  Estimated Accuracy
 MA1129;SPC PA N     -   147,170.      458,580.      MT  (+/- 180 meters Scaled)
 MA1129
 MA1129                          SUPERSEDED SURVEY CONTROL
 MA1129
 MA1129  NGVD 29 (??/??/92)  323.345  (m)         1060.84   (f) ADJ UNCH    2 0
 MA1129
 MA1129.Superseded values are not recommended for survey control.
 MA1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1129.See file dsdata.txt to determine how the superseded data were derived.
 MA1129
 MA1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF299931(NAD 83)
 MA1129_MARKER: DD = SURVEY DISK
 MA1129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1129_SP_SET: CULVERT
 MA1129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1129
 MA1129  HISTORY     - Date     Condition        Report By
 MA1129  HISTORY     - UNK      MONUMENTED       PADH
 MA1129  HISTORY     - 1935     GOOD             NGS
 MA1129  HISTORY     - 1944     GOOD             NGS
 MA1129
 MA1129                          STATION DESCRIPTION
 MA1129
 MA1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1129'1.3 MI E FROM TIONESTA.
 MA1129'ABOUT 1.3 MILES EAST ALONG STATE HIGHWAY 66 FROM THE COUNTY
 MA1129'COURTHOUSE AT TIONESTA, FOREST COUNTY, ABOUT 130 FEET EAST OF
 MA1129'STATION 4+60, ABOUT 75 FEET NORTHEAST OF THE NORTHEAST CORNER
 MA1129'OF THE VALVOLINE MAIN PIPE-LINE PUMPING STATION, AT THE 7-FOOT
 MA1129'SPAN CONCRETE SKEW-BOX CULVERT OVER PETERS RUN, IN THE TOP OF
 MA1129'THE SOUTHWEST CONCRETE WING WALL, 15 FEET SOUTH OF THE CENTER
 MA1129'LINE OF THE HIGHWAY, 4 FEET EAST OF BT CO. POLE 120 R 2, AND
 MA1129'ABOUT 1/2 FOOT LOWER THAN THE ROADWAY.  A PENNSYLVANIA DEPARTMENT
 MA1129'OF HIGHWAYS STANDARD DISK.  NOTE-- MARK IS ABOUT 1.5 MILES
 MA1129'SOUTHEAST OF THE COURTHOUSE (STADIA DISTANCE).  THE ROAD IS
 MA1129'NORTH-AND-SOUTH AT THE CULVERT, AND IS BLOCKED A FEW FEET NORTH
 MA1129'OF THE CULVERT.  THE POLE AND THE PUMPING STATION ARE GONE.  MARK
 MA1129'IS 100-150 YARDS NORTH OF THE TOE OF THE TIONESTA DAM.  IT IS
 MA1129'IN THE TOP OF THE NORTHWEST WING WALL.  THE DESCRIPTIONS FOR
 MA1129'THE MARKS ON THIS LINE REFER TO THE 1935 LOCATION OF STATE
 MA1129'HIGHWAYS 66 AND 666.  THE PRESENT LOCATION OF THESE HIGHWAYS
 MA1129'HAS BEEN RELOCATED DUE TO HIGH WATER OF THE TIONESTA DAM,
 MA1129'THEREFORE MARKS FROM BM 4-58+70 TO Y-78 MAY OR MAY NOT BE
 MA1129'RECOVERABLE DURING TIMES OF LOW WATER OF THE RESERVOIR.
 MA1129'NOTE-- THE LOCATION OF STATE HIGHWAYS 66 AND 666, HAVE BEEN
 MA1129'RELOCATED DUE TO HIGH WATER OF THE TIONESTA DAM, THEREFORE
 MA1129'THE MARK MAY OR MAY NOT BE RECOVERABLE DURING TIMES OF LOW WATER
 MA1129'OF THE RESERVOIR.
 MA1129
 MA1129                          STATION RECOVERY (1944)
 MA1129
 MA1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 MA1129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0472 ***********************************************************************
 KX0472  DESIGNATION -  4 8
 KX0472  PID         -  KX0472
 KX0472  STATE/COUNTY-  PA/CAMBRIA
 KX0472  USGS QUAD   -  JOHNSTOWN (1981)
 KX0472
 KX0472                         *CURRENT SURVEY CONTROL
 KX0472  ___________________________________________________________________
 KX0472* NAD 83(1986)-  40 19 44.     (N)    078 54 46.     (W)     SCALED    
 KX0472* NAVD 88     -       362.451  (meters)    1189.14   (feet)  ADJUSTED  
 KX0472  ___________________________________________________________________
 KX0472  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KX0472  DYNAMIC HT  -         362.258 (meters)    1188.51  (feet)  COMP
 KX0472  MODELED GRAV-     980,081.5   (mgal)                       NAVD 88
 KX0472
 KX0472  VERT ORDER  -  FIRST     CLASS II
 KX0472
 KX0472.The horizontal coordinates were scaled from a topographic map and have
 KX0472.an estimated accuracy of +/- 6 seconds.
 KX0472
 KX0472.The orthometric height was determined by differential leveling
 KX0472.and adjusted by the National Geodetic Survey in June 1991..
 KX0472
 KX0472.The geoid height was determined by GEOID03.
 KX0472
 KX0472.The dynamic height is computed by dividing the NAVD 88
 KX0472.geopotential number by the normal gravity value computed on the
 KX0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0472.degrees latitude (g = 980.6199 gals.).
 KX0472
 KX0472.The modeled gravity was interpolated from observed gravity values.
 KX0472
 KX0472;                    North         East    Units  Estimated Accuracy
 KX0472;SPC PA S     -   111,190.      501,190.      MT  (+/- 180 meters Scaled)
 KX0472
 KX0472                          SUPERSEDED SURVEY CONTROL
 KX0472
 KX0472  NGVD 29 (??/??/92)  362.62   (m)         1189.7    (f) COMPUTED    1 2
 KX0472
 KX0472.Superseded values are not recommended for survey control.
 KX0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0472.See file dsdata.txt to determine how the superseded data were derived.
 KX0472
 KX0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE773663(NAD 83)
 KX0472_MARKER: Q = CHISELED SQUARE
 KX0472_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0472_SP_SET: BULKHEAD
 KX0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0472
 KX0472  HISTORY     - Date     Condition        Report By
 KX0472  HISTORY     - UNK      MONUMENTED       PA4010
 KX0472  HISTORY     - 1966     MARK NOT FOUND   NGS
 KX0472
 KX0472                          STATION DESCRIPTION
 KX0472
 KX0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0472'0.3 MI E FROM JOHNSTOWN.
 KX0472'AT JOHNSTOWN, CAMBRIA COUNTY, ON THE PENNSYLVANIA RAILROAD,
 KX0472'0.3 MILE EAST OF THE STATION, AT THE WEST END OF THE RIVER
 KX0472'BULKHEAD, ON THE TOP OF THE 4-FOOT WING, AND NEAR THE YELLOW
 KX0472'LETTERS BM 4-8 EL 1189.59.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1556 ***********************************************************************
 LY1556  DESIGNATION -  4 B
 LY1556  PID         -  LY1556
 LY1556  STATE/COUNTY-  PA/LUZERNE
 LY1556  USGS QUAD   -  FREELAND (1984)
 LY1556
 LY1556                         *CURRENT SURVEY CONTROL
 LY1556  ___________________________________________________________________
 LY1556* NAD 83(1986)-  41 02 54.     (N)    075 58 20.     (W)     SCALED    
 LY1556* NAVD 88     -       350.567  (meters)    1150.15   (feet)  ADJUSTED  
 LY1556  ___________________________________________________________________
 LY1556  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 LY1556  DYNAMIC HT  -         350.410 (meters)    1149.64  (feet)  COMP
 LY1556  MODELED GRAV-     980,165.2   (mgal)                       NAVD 88
 LY1556
 LY1556  VERT ORDER  -  SECOND    CLASS 0
 LY1556
 LY1556.The horizontal coordinates were scaled from a topographic map and have
 LY1556.an estimated accuracy of +/- 6 seconds.
 LY1556
 LY1556.The orthometric height was determined by differential leveling
 LY1556.and adjusted by the National Geodetic Survey in June 1991..
 LY1556
 LY1556.The geoid height was determined by GEOID03.
 LY1556
 LY1556.The dynamic height is computed by dividing the NAVD 88
 LY1556.geopotential number by the normal gravity value computed on the
 LY1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1556.degrees latitude (g = 980.6199 gals.).
 LY1556
 LY1556.The modeled gravity was interpolated from observed gravity values.
 LY1556
 LY1556;                    North         East    Units  Estimated Accuracy
 LY1556;SPC PA N     -    99,450.      749,450.      MT  (+/- 180 meters Scaled)
 LY1556
 LY1556                          SUPERSEDED SURVEY CONTROL
 LY1556
 LY1556  NGVD 29 (??/??/92)  350.766  (m)         1150.80   (f) ADJ UNCH    2 0
 LY1556
 LY1556.Superseded values are not recommended for survey control.
 LY1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1556.See file dsdata.txt to determine how the superseded data were derived.
 LY1556
 LY1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL182445(NAD 83)
 LY1556_MARKER: DB = BENCH MARK DISK
 LY1556_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1556_SP_SET: CULVERT
 LY1556_STAMPING: 4B 1151 1942
 LY1556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1556
 LY1556  HISTORY     - Date     Condition        Report By
 LY1556  HISTORY     - 1942     MONUMENTED       USGS
 LY1556  HISTORY     - 1959     GOOD             NGS
 LY1556
 LY1556                          STATION DESCRIPTION
 LY1556
 LY1556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LY1556'2.6 MI NE FROM ST JOHN.
 LY1556'1 MILE EAST ALONG A BLACK TOP ROAD FROM THE ST. JOHN LUTHERAN
 LY1556'CHURCH AT ST. JOHN, THENCE 1.8 MILE NORTH EAST ALONG A BLACK
 LY1556'TOP ROAD, SET IN THE TOP, AND 1 1/2 FEET NORTH EAST OF THE
 LY1556'SOUTH WEST END, OF A ROCK BACK WALL FOR A CULVERT, 24 FEET
 LY1556'NORTH EAST OF TELEPHONE POLE NO. 2619, 16 FEET NORTH WEST OF
 LY1556'THE CENTERLINE OF THE BLACK TOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0995 ***********************************************************************
 KY0995  DESIGNATION -  4 BR
 KY0995  PID         -  KY0995
 KY0995  STATE/COUNTY-  PA/WASHINGTON
 KY0995  USGS QUAD   -  BETHANY (1981)
 KY0995
 KY0995                         *CURRENT SURVEY CONTROL
 KY0995  ___________________________________________________________________
 KY0995* NAD 83(1986)-  40 09 47.     (N)    080 30 07.     (W)     SCALED    
 KY0995* NAVD 88     -       397.024  (meters)    1302.57   (feet)  ADJUSTED  
 KY0995  ___________________________________________________________________
 KY0995  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KY0995  DYNAMIC HT  -         396.804 (meters)    1301.85  (feet)  COMP
 KY0995  MODELED GRAV-     980,059.1   (mgal)                       NAVD 88
 KY0995
 KY0995  VERT ORDER  -  SECOND    CLASS 0
 KY0995
 KY0995.The horizontal coordinates were scaled from a topographic map and have
 KY0995.an estimated accuracy of +/- 6 seconds.
 KY0995
 KY0995.The orthometric height was determined by differential leveling
 KY0995.and adjusted by the National Geodetic Survey in June 1991..
 KY0995
 KY0995.The geoid height was determined by GEOID03.
 KY0995
 KY0995.The dynamic height is computed by dividing the NAVD 88
 KY0995.geopotential number by the normal gravity value computed on the
 KY0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0995.degrees latitude (g = 980.6199 gals.).
 KY0995
 KY0995.The modeled gravity was interpolated from observed gravity values.
 KY0995
 KY0995;                    North         East    Units  Estimated Accuracy
 KY0995;SPC PA S     -    95,780.      365,610.      MT  (+/- 180 meters Scaled)
 KY0995
 KY0995                          SUPERSEDED SURVEY CONTROL
 KY0995
 KY0995  NGVD 29 (??/??/92)  397.178  (m)         1303.07   (f) ADJ UNCH    2 0
 KY0995
 KY0995.Superseded values are not recommended for survey control.
 KY0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0995.See file dsdata.txt to determine how the superseded data were derived.
 KY0995
 KY0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE424459(NAD 83)
 KY0995_MARKER: DD = SURVEY DISK
 KY0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0995+STABILITY: SURFACE MOTION
 KY0995
 KY0995  HISTORY     - Date     Condition        Report By
 KY0995  HISTORY     - UNK      MONUMENTED       USGS
 KY0995  HISTORY     - 1957     GOOD             NGS
 KY0995
 KY0995                          STATION DESCRIPTION
 KY0995
 KY0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0995'4.6 MI NE FROM WEST ALEXANDER.
 KY0995'ABOUT 4.55 MILES NORTHEAST ALONG AN ASPHALT ROAD LEADING TO
 KY0995'AVELLA VIA DUNSFORT FROM THE JUNCTION OF U.S. HIGHWAY 40 AT WEST
 KY0995'ALEXANDER, 0.6 MILE SOUTH OF A CABLE LINE CROSSING, 58 FEET
 KY0995'EAST OF THE CENTER LINE OF THE JUNCTION OF THE ASPHALT ROAD, 61
 KY0995'FEET EAST-SOUTHEAST OF THE CENTER OF THE JUNCTION OF ASPHALT
 KY0995'ROAD AND A GRAVEL ROAD LEADING EAST, 25 FEET SOUTH OF THE CENTER
 KY0995'LINE OF THE GRAVEL ROAD, 64 FEET SOUTH-SOUTHWEST OF THE SOUTH
 KY0995'CORNER OF A DWELLING, 52 1/2 FEET SOUTHWEST OF AND ACROSS THE
 KY0995'GRAVEL ROAD FROM A 36-INCH LOCUST TREE, 7 FEET WEST-SOUTHWEST
 KY0995'OF A TELEPHONE POLE, 2 FEET ABOVE THE LEVEL OF THE ASPHALT ROAD
 KY0995'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1819 ***********************************************************************
 KX1819  DESIGNATION -  4 EGB
 KX1819  PID         -  KX1819
 KX1819  STATE/COUNTY-  PA/INDIANA
 KX1819  USGS QUAD   -  PLUMVILLE (1977)
 KX1819
 KX1819                         *CURRENT SURVEY CONTROL
 KX1819  ___________________________________________________________________
 KX1819* NAD 83(1986)-  40 47 34.     (N)    079 10 49.     (W)     SCALED    
 KX1819* NAVD 88     -       357.402  (meters)    1172.58   (feet)  ADJUSTED  
 KX1819  ___________________________________________________________________
 KX1819  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KX1819  DYNAMIC HT  -         357.225 (meters)    1172.00  (feet)  COMP
 KX1819  MODELED GRAV-     980,119.0   (mgal)                       NAVD 88
 KX1819
 KX1819  VERT ORDER  -  FIRST     CLASS II
 KX1819
 KX1819.The horizontal coordinates were scaled from a topographic map and have
 KX1819.an estimated accuracy of +/- 6 seconds.
 KX1819
 KX1819.The orthometric height was determined by differential leveling
 KX1819.and adjusted by the National Geodetic Survey in June 1991..
 KX1819
 KX1819.The geoid height was determined by GEOID03.
 KX1819
 KX1819.The dynamic height is computed by dividing the NAVD 88
 KX1819.geopotential number by the normal gravity value computed on the
 KX1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1819.degrees latitude (g = 980.6199 gals.).
 KX1819
 KX1819.The modeled gravity was interpolated from observed gravity values.
 KX1819
 KX1819;                    North         East    Units  Estimated Accuracy
 KX1819;SPC PA S     -   163,030.      479,300.      MT  (+/- 180 meters Scaled)
 KX1819
 KX1819                          SUPERSEDED SURVEY CONTROL
 KX1819
 KX1819  NGVD 29 (06/03/92)  357.574  (m)         1173.14   (f) ADJUSTED    1 2
 KX1819
 KX1819.Superseded values are not recommended for survey control.
 KX1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1819.See file dsdata.txt to determine how the superseded data were derived.
 KX1819
 KX1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF535173(NAD 83)
 KX1819_MARKER: DD = SURVEY DISK
 KX1819_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KX1819_SP_SET: CONCRETE HEADWALL
 KX1819_STAMPING: 4 EGB 1967 117.3
 KX1819_MARK LOGO: USGS  
 KX1819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1819+STABILITY: SURFACE MOTION
 KX1819
 KX1819  HISTORY     - Date     Condition        Report By
 KX1819  HISTORY     - 1967     MONUMENTED       USGS
 KX1819  HISTORY     - 1982     GOOD             NGS
 KX1819
 KX1819                          STATION DESCRIPTION
 KX1819
 KX1819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1819'IN PLUMVILLE.
 KX1819'IN PLUMVILLE, 1.4 KM (0.9 MI) WEST ALONG STATE HIGHWAY 85 FROM THE
 KX1819'JUNCTION OF STATE HIGHWAY 210 NORTH TO THE MARK ON THE RIGHT AT THE
 KX1819'JUNCTION OF STATE HIGHWAY 954 NORTH AND A PAVED ROAD LEADING SOUTH
 KX1819'SOUTHEAST, ABOUT 30.5 METERS (100.0 FT) EAST SOUTHEAST OF HIGHWAYS 85
 KX1819'AND 954, IN TOP OF THE NORTHEAST END OF A CONCRETE HEADWALL OF A
 KX1819'CULVERT, 27.9 METERS (91.5 FT) SOUTHEAST OF THE CENTER OF HIGHWAY 85,
 KX1819'5.9 METERS (19.5 FT) SOUTH OF THE SOUTH CORNER OF DELPRAS RESTAURANT
 KX1819'AND DRUG STORE, AND 4.7 METERS (15.5 FT) NORTHEAST OF THE CENTER OF
 KX1819'THE PAVED ROAD.
 KX1819'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1059 ***********************************************************************
 KW1059  DESIGNATION -  4 PRR
 KW1059  PID         -  KW1059
 KW1059  STATE/COUNTY-  PA/YORK
 KW1059  USGS QUAD   -  COLUMBIA WEST (1990)
 KW1059
 KW1059                         *CURRENT SURVEY CONTROL
 KW1059  ___________________________________________________________________
 KW1059* NAD 83(1986)-  40 00 27.     (N)    076 33 58.     (W)     SCALED    
 KW1059* NAVD 88     -        92.175  (meters)     302.41   (feet)  ADJUSTED  
 KW1059  ___________________________________________________________________
 KW1059  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KW1059  DYNAMIC HT  -          92.127 (meters)     302.25  (feet)  COMP
 KW1059  MODELED GRAV-     980,110.1   (mgal)                       NAVD 88
 KW1059
 KW1059  VERT ORDER  -  SECOND    CLASS 0
 KW1059
 KW1059.The horizontal coordinates were scaled from a topographic map and have
 KW1059.an estimated accuracy of +/- 6 seconds.
 KW1059
 KW1059.The orthometric height was determined by differential leveling
 KW1059.and adjusted by the National Geodetic Survey in June 1991..
 KW1059
 KW1059.The geoid height was determined by GEOID03.
 KW1059
 KW1059.The dynamic height is computed by dividing the NAVD 88
 KW1059.geopotential number by the normal gravity value computed on the
 KW1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1059.degrees latitude (g = 980.6199 gals.).
 KW1059
 KW1059.The modeled gravity was interpolated from observed gravity values.
 KW1059
 KW1059;                    North         East    Units  Estimated Accuracy
 KW1059;SPC PA S     -    75,530.      701,080.      MT  (+/- 180 meters Scaled)
 KW1059
 KW1059                          SUPERSEDED SURVEY CONTROL
 KW1059
 KW1059  NGVD 29 (??/??/??)   92.430  (m)          303.25   (f) ADJUSTED    2 0
 KW1059
 KW1059.Superseded values are not recommended for survey control.
 KW1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1059.See file dsdata.txt to determine how the superseded data were derived.
 KW1059
 KW1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK663297(NAD 83)
 KW1059_MARKER: B = BOLT
 KW1059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1059_SP_SET: ABUTMENT
 KW1059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1059
 KW1059  HISTORY     - Date     Condition        Report By
 KW1059  HISTORY     - UNK      MONUMENTED       PRR
 KW1059  HISTORY     - 1935     GOOD             CGS
 KW1059
 KW1059                          STATION DESCRIPTION
 KW1059
 KW1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW1059'2.8 MI W FROM WRIGHTSVILLE.
 KW1059'2.8 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1059'STATION AT WRIGHTSVILLE, 0.6 MILE NORTH OF THE STATION AT
 KW1059'STONER, AT BRIDGE 3.92 OVER CRIETZ CREEK, IN THE TOP OF THE
 KW1059'SOUTH END OF THE WEST CONCRETE ABUTMENT, AND 9 FEET SOUTH OF THE
 KW1059'CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0942 ***********************************************************************
 KW0942  DESIGNATION -  4 PRR
 KW0942  PID         -  KW0942
 KW0942  STATE/COUNTY-  PA/DAUPHIN
 KW0942  USGS QUAD   -  HARRISBURG WEST (1987)
 KW0942
 KW0942                         *CURRENT SURVEY CONTROL
 KW0942  ___________________________________________________________________
 KW0942* NAD 83(1986)-  40 22 10.     (N)    076 57 41.     (W)     SCALED    
 KW0942* NAVD 88     -       105.927  (meters)     347.53   (feet)  ADJUSTED  
 KW0942  ___________________________________________________________________
 KW0942  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 KW0942  DYNAMIC HT  -         105.875 (meters)     347.36  (feet)  COMP
 KW0942  MODELED GRAV-     980,129.4   (mgal)                       NAVD 88
 KW0942
 KW0942  VERT ORDER  -  FIRST     CLASS II
 KW0942
 KW0942.The horizontal coordinates were scaled from a topographic map and have
 KW0942.an estimated accuracy of +/- 6 seconds.
 KW0942
 KW0942.The orthometric height was determined by differential leveling
 KW0942.and adjusted by the National Geodetic Survey in June 1991..
 KW0942
 KW0942.The geoid height was determined by GEOID03.
 KW0942
 KW0942.The dynamic height is computed by dividing the NAVD 88
 KW0942.geopotential number by the normal gravity value computed on the
 KW0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0942.degrees latitude (g = 980.6199 gals.).
 KW0942
 KW0942.The modeled gravity was interpolated from observed gravity values.
 KW0942
 KW0942;                    North         East    Units  Estimated Accuracy
 KW0942;SPC PA S     -   115,340.      666,980.      MT  (+/- 180 meters Scaled)
 KW0942
 KW0942                          SUPERSEDED SURVEY CONTROL
 KW0942
 KW0942  NGVD 29 (??/??/??)  106.148  (m)          348.25   (f) ADJUSTED    1 2
 KW0942
 KW0942.Superseded values are not recommended for survey control.
 KW0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0942.See file dsdata.txt to determine how the superseded data were derived.
 KW0942
 KW0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK334706(NAD 83)
 KW0942_MARKER: B = BOLT
 KW0942_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0942_SP_SET: ABUTMENT
 KW0942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0942
 KW0942  HISTORY     - Date     Condition        Report By
 KW0942  HISTORY     - UNK      MONUMENTED       PRR
 KW0942  HISTORY     - 1942     GOOD             CGS
 KW0942  HISTORY     - 20040417 MARK NOT FOUND   GEOCAC
 KW0942
 KW0942                          STATION DESCRIPTION
 KW0942
 KW0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0942'1.8 MI NW FROM DAUPHIN.
 KW0942'ABOUT 1.8 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW0942'THE STATION AT DAUPHIN, DAUPHIN COUNTY, 170 FEET UPSTREAM FROM
 KW0942'A COUNTRY-ROAD CROSSING, AT BRIDGE 95.18 OVER CLARK CREEK, IN
 KW0942'THE TOP OF THE DOWNSTREAM END OF THE LAND ABUTMENT, AND 8.4 FET
 KW0942'LANDWARD OF THE LAND RAIL.  A COPPER BOLT, MARKED BM NO 4.
 KW0942
 KW0942                          STATION RECOVERY (2004)
 KW0942
 KW0942'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0942'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1867 ***********************************************************************
 KV1867  DESIGNATION -  4 PRR
 KV1867  PID         -  KV1867
 KV1867  STATE/COUNTY-  PA/CHESTER
 KV1867  USGS QUAD   -  VALLEY FORGE (1992)
 KV1867
 KV1867                         *CURRENT SURVEY CONTROL
 KV1867  ___________________________________________________________________
 KV1867* NAD 83(1986)-  40 03 45.     (N)    075 26 29.     (W)     SCALED    
 KV1867* NAVD 88     -        83.946  (meters)     275.41   (feet)  ADJUSTED  
 KV1867  ___________________________________________________________________
 KV1867  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 KV1867  DYNAMIC HT  -          83.906 (meters)     275.28  (feet)  COMP
 KV1867  MODELED GRAV-     980,147.2   (mgal)                       NAVD 88
 KV1867
 KV1867  VERT ORDER  -  SECOND    CLASS 0
 KV1867
 KV1867.The horizontal coordinates were scaled from a topographic map and have
 KV1867.an estimated accuracy of +/- 6 seconds.
 KV1867
 KV1867.The orthometric height was determined by differential leveling
 KV1867.and adjusted by the National Geodetic Survey in June 1991..
 KV1867
 KV1867.The geoid height was determined by GEOID03.
 KV1867
 KV1867.The dynamic height is computed by dividing the NAVD 88
 KV1867.geopotential number by the normal gravity value computed on the
 KV1867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1867.degrees latitude (g = 980.6199 gals.).
 KV1867
 KV1867.The modeled gravity was interpolated from observed gravity values.
 KV1867
 KV1867;                    North         East    Units  Estimated Accuracy
 KV1867;SPC PA S     -    83,540.      796,940.      MT  (+/- 180 meters Scaled)
 KV1867
 KV1867                          SUPERSEDED SURVEY CONTROL
 KV1867
 KV1867  NGVD 29 (??/??/??)   84.249  (m)          276.41   (f) ADJUSTED    2 0
 KV1867
 KV1867.Superseded values are not recommended for survey control.
 KV1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1867.See file dsdata.txt to determine how the superseded data were derived.
 KV1867
 KV1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK623347(NAD 83)
 KV1867_MARKER: B = BOLT
 KV1867_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1867_SP_SET: STEP
 KV1867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1867
 KV1867  HISTORY     - Date     Condition        Report By
 KV1867  HISTORY     - UNK      MONUMENTED       PRR
 KV1867  HISTORY     - 1935     GOOD             CGS
 KV1867  HISTORY     - 19991001 POOR             PADT
 KV1867
 KV1867                          STATION DESCRIPTION
 KV1867
 KV1867'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1867'7.6 MI NE FROM FRAZER.
 KV1867'7.6 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV1867'STATION AT FRAZER, CHESTER COUNTY, AT BRIDGE 7.96 UNDER LEWIS
 KV1867'ROAD, AT THE NORTH WING WALL OF THE WEST ABUTMENT, AND IN THE
 KV1867'CENTER OF THE TOP STEP.  A COPPER BOLT.
 KV1867
 KV1867                          STATION RECOVERY (1999)
 KV1867
 KV1867'RECOVERY NOTE BY PA DEPT OF TRANSP 1999
 KV1867'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0925 ***********************************************************************
 JU0925  DESIGNATION -  4 PRR
 JU0925  PID         -  JU0925
 JU0925  STATE/COUNTY-  PA/PHILADELPHIA
 JU0925  USGS QUAD   -  CAMDEN (1995)
 JU0925
 JU0925                         *CURRENT SURVEY CONTROL
 JU0925  ___________________________________________________________________
 JU0925* NAD 83(1986)-  39 59 17.     (N)    075 04 36.     (W)     SCALED    
 JU0925* NAVD 88     -        10.618  (meters)      34.84   (feet)  ADJUSTED  
 JU0925  ___________________________________________________________________
 JU0925  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU0925  DYNAMIC HT  -          10.614 (meters)      34.82  (feet)  COMP
 JU0925  MODELED GRAV-     980,185.2   (mgal)                       NAVD 88
 JU0925
 JU0925  VERT ORDER  -  FIRST     CLASS I
 JU0925
 JU0925.The horizontal coordinates were scaled from a topographic map and have
 JU0925.an estimated accuracy of +/- 6 seconds.
 JU0925
 JU0925.The orthometric height was determined by differential leveling
 JU0925.and adjusted by the National Geodetic Survey in June 1991..
 JU0925
 JU0925.The geoid height was determined by GEOID03.
 JU0925
 JU0925.The dynamic height is computed by dividing the NAVD 88
 JU0925.geopotential number by the normal gravity value computed on the
 JU0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0925.degrees latitude (g = 980.6199 gals.).
 JU0925
 JU0925.The modeled gravity was interpolated from observed gravity values.
 JU0925
 JU0925;                    North         East    Units  Estimated Accuracy
 JU0925;SPC PA S     -    76,150.      828,290.      MT  (+/- 180 meters Scaled)
 JU0925
 JU0925                          SUPERSEDED SURVEY CONTROL
 JU0925
 JU0925  NGVD 29 (01/10/92)   10.940  (m)           35.89   (f) ADJUSTED    1 1
 JU0925
 JU0925.Superseded values are not recommended for survey control.
 JU0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0925.See file dsdata.txt to determine how the superseded data were derived.
 JU0925
 JU0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK934264(NAD 83)
 JU0925_MARKER: B = BOLT
 JU0925_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0925_SP_SET: BRIDGE
 JU0925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0925
 JU0925  HISTORY     - Date     Condition        Report By
 JU0925  HISTORY     - UNK      MONUMENTED       PRR
 JU0925  HISTORY     - 1974     GOOD             NGS
 JU0925  HISTORY     - 1979     GOOD             NGS
 JU0925
 JU0925                          STATION DESCRIPTION
 JU0925
 JU0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JU0925'AT PHILADELPHIA.
 JU0925'SET IN THE TOP NORTHEAST END OF THE NORTHWEST ABUTMENT OF RAILROAD
 JU0925'BRIDGE OVER THE DELAWARE RIVER, 6.1 FEET NORTHEAST OF THE
 JU0925'NORTHEAST RAIL, ABOUT 6 1/2 FEET BELOW THE LEVEL OF THE RAILS.
 JU0925'NOTE-- COPPER BOLT SURROUNDED BY THE NUMBER AND LETTERS 4 BM. AND
 JU0925'IS 1 FOOT NORTHEAST OF BENCH MARK A 1 DESCRIBED.
 JU0925
 JU0925                          STATION RECOVERY (1979)
 JU0925
 JU0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0925'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0847 ***********************************************************************
 MA0847  DESIGNATION -  40
 MA0847  PID         -  MA0847
 MA0847  STATE/COUNTY-  PA/WARREN
 MA0847  USGS QUAD   -  YOUNGSVILLE (1981)
 MA0847
 MA0847                         *CURRENT SURVEY CONTROL
 MA0847  ___________________________________________________________________
 MA0847* NAD 83(1986)-  41 50 28.     (N)    079 15 30.     (W)     SCALED    
 MA0847* NAVD 88     -       356.053  (meters)    1168.15   (feet)  ADJUSTED  
 MA0847  ___________________________________________________________________
 MA0847  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 MA0847  DYNAMIC HT  -         355.902 (meters)    1167.66  (feet)  COMP
 MA0847  MODELED GRAV-     980,191.1   (mgal)                       NAVD 88
 MA0847
 MA0847  VERT ORDER  -  FIRST     CLASS II
 MA0847
 MA0847.The horizontal coordinates were scaled from a topographic map and have
 MA0847.an estimated accuracy of +/- 6 seconds.
 MA0847
 MA0847.The orthometric height was determined by differential leveling
 MA0847.and adjusted by the National Geodetic Survey in June 1991..
 MA0847
 MA0847.The geoid height was determined by GEOID03.
 MA0847
 MA0847.The dynamic height is computed by dividing the NAVD 88
 MA0847.geopotential number by the normal gravity value computed on the
 MA0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0847.degrees latitude (g = 980.6199 gals.).
 MA0847
 MA0847.The modeled gravity was interpolated from observed gravity values.
 MA0847
 MA0847;                    North         East    Units  Estimated Accuracy
 MA0847;SPC PA N     -   187,050.      474,730.      MT  (+/- 180 meters Scaled)
 MA0847
 MA0847                          SUPERSEDED SURVEY CONTROL
 MA0847
 MA0847  NGVD 29 (??/??/92)  356.213  (m)         1168.68   (f) ADJ UNCH    1 2
 MA0847
 MA0847.Superseded values are not recommended for survey control.
 MA0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0847.See file dsdata.txt to determine how the superseded data were derived.
 MA0847
 MA0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG446336(NAD 83)
 MA0847_MARKER: Z = SEE DESCRIPTION
 MA0847_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0847_SP_SET: ABUTMENT
 MA0847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0847
 MA0847  HISTORY     - Date     Condition        Report By
 MA0847  HISTORY     - UNK      MONUMENTED       PRR
 MA0847  HISTORY     - 1935     GOOD             NGS
 MA0847
 MA0847                          STATION DESCRIPTION
 MA0847
 MA0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA0847'5.3 MI W FROM WARREN.
 MA0847'5.3 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA0847'AT WARREN, WARREN COUNTY, 0.4 MILE WEST OF MILEPOST 227-61, AT
 MA0847'DOUBLE-TRACK GIRDER BRIDGE 60.29, IN THE TOP OF THE SOUTHWEST
 MA0847'CORNER OF THE WEST ABUTMENT, 18 FEET SOUTH OF THE CENTER LINE OF
 MA0847'THE EAST-BOUND TRACK, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A
 MA0847'COPPER PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1023 ***********************************************************************
 MA1023  DESIGNATION -  40
 MA1023  PID         -  MA1023
 MA1023  STATE/COUNTY-  PA/JEFFERSON
 MA1023  USGS QUAD   -  CORSICA (1987)
 MA1023
 MA1023                         *CURRENT SURVEY CONTROL
 MA1023  ___________________________________________________________________
 MA1023* NAD 83(1986)-  41 07 34.     (N)    079 09 39.     (W)     SCALED    
 MA1023* NAVD 88     -       363.729  (meters)    1193.33   (feet)  ADJUSTED  
 MA1023  ___________________________________________________________________
 MA1023  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 MA1023  DYNAMIC HT  -         363.558 (meters)    1192.77  (feet)  COMP
 MA1023  MODELED GRAV-     980,143.4   (mgal)                       NAVD 88
 MA1023
 MA1023  VERT ORDER  -  SECOND    CLASS 0
 MA1023
 MA1023.The horizontal coordinates were scaled from a topographic map and have
 MA1023.an estimated accuracy of +/- 6 seconds.
 MA1023
 MA1023.The orthometric height was determined by differential leveling
 MA1023.and adjusted by the National Geodetic Survey in June 1991..
 MA1023
 MA1023.The geoid height was determined by GEOID03.
 MA1023
 MA1023.The dynamic height is computed by dividing the NAVD 88
 MA1023.geopotential number by the normal gravity value computed on the
 MA1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1023.degrees latitude (g = 980.6199 gals.).
 MA1023
 MA1023.The modeled gravity was interpolated from observed gravity values.
 MA1023
 MA1023;                    North         East    Units  Estimated Accuracy
 MA1023;SPC PA N     -   107,520.      481,540.      MT  (+/- 180 meters Scaled)
 MA1023
 MA1023                          SUPERSEDED SURVEY CONTROL
 MA1023
 MA1023  NGVD 29 (??/??/92)  363.903  (m)         1193.91   (f) ADJ UNCH    2 0
 MA1023
 MA1023.Superseded values are not recommended for survey control.
 MA1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1023.See file dsdata.txt to determine how the superseded data were derived.
 MA1023
 MA1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF543543(NAD 83)
 MA1023_MARKER: B = BOLT
 MA1023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1023_SP_SET: BRIDGE SEAT
 MA1023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1023
 MA1023  HISTORY     - Date     Condition        Report By
 MA1023  HISTORY     - UNK      MONUMENTED       PRR
 MA1023  HISTORY     - 1935     GOOD             NGS
 MA1023
 MA1023                          STATION DESCRIPTION
 MA1023
 MA1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1023'0.6 MI W FROM BAXTER.
 MA1023'ABOUT 0.6 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA1023'STATION AT BAXTER, JEFFERSON COUNTY, AT 3-SPAN GIRDER BRIDGE
 MA1023'35.92 OVER RED BANK CREEK, IN THE TOP OF THE SOUTH MASONRY BRIDGE
 MA1023'SEAT, 18 FEET WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT
 MA1023'2-1/2 FEET LOWER THAN THE TOP OF THE RAIL.  A COPPER BOLT,
 MA1023'MARKED B.M. 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1178 ***********************************************************************
 KX1178  DESIGNATION -  40
 KX1178  PID         -  KX1178
 KX1178  STATE/COUNTY-  PA/SOMERSET
 KX1178  USGS QUAD   -  BOSWELL (1993)
 KX1178
 KX1178                         *CURRENT SURVEY CONTROL
 KX1178  ___________________________________________________________________
 KX1178* NAD 83(1986)-  40 11 19.     (N)    079 00 21.     (W)     SCALED    
 KX1178* NAVD 88     -       576.502  (meters)    1891.41   (feet)  ADJUSTED  
 KX1178  ___________________________________________________________________
 KX1178  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KX1178  DYNAMIC HT  -         576.170 (meters)    1890.32  (feet)  COMP
 KX1178  MODELED GRAV-     980,031.5   (mgal)                       NAVD 88
 KX1178
 KX1178  VERT ORDER  -  SECOND    CLASS 0
 KX1178
 KX1178.The horizontal coordinates were scaled from a topographic map and have
 KX1178.an estimated accuracy of +/- 6 seconds.
 KX1178
 KX1178.The orthometric height was determined by differential leveling
 KX1178.and adjusted by the National Geodetic Survey in June 1991..
 KX1178
 KX1178.The geoid height was determined by GEOID03.
 KX1178
 KX1178.The dynamic height is computed by dividing the NAVD 88
 KX1178.geopotential number by the normal gravity value computed on the
 KX1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1178.degrees latitude (g = 980.6199 gals.).
 KX1178
 KX1178.The modeled gravity was interpolated from observed gravity values.
 KX1178
 KX1178;                    North         East    Units  Estimated Accuracy
 KX1178;SPC PA S     -    95,730.      493,060.      MT  (+/- 180 meters Scaled)
 KX1178
 KX1178                          SUPERSEDED SURVEY CONTROL
 KX1178
 KX1178  NGVD 29 (??/??/92)  576.636  (m)         1891.85   (f) ADJ UNCH    2 0
 KX1178
 KX1178.Superseded values are not recommended for survey control.
 KX1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1178.See file dsdata.txt to determine how the superseded data were derived.
 KX1178
 KX1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE697505(NAD 83)
 KX1178_MARKER: DD = SURVEY DISK
 KX1178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1178_SP_SET: CULVERT
 KX1178_STAMPING: 40 CMP 1892 1965
 KX1178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1178
 KX1178  HISTORY     - Date     Condition        Report By
 KX1178  HISTORY     - 1965     MONUMENTED       USGS
 KX1178  HISTORY     - 1967     GOOD             NGS
 KX1178
 KX1178                          STATION DESCRIPTION
 KX1178
 KX1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX1178'1.8 MI SW FROM JEROME.
 KX1178'1.8 MILES SOUTHWEST ALONG STATE HIGHWAY 601 FROM THE POST OFFICE
 KX1178'IN JEROME, 2.3 MILES NORTHEAST OF BOSWELL, SET IN THE TOP OF THE
 KX1178'SOUTHEAST HEADWALL OF A BOX CULVERT, 22 FEET SOUTHEAST OF THE
 KX1178'CENTERLINE OF HIGHWAY, 1.0 FOOT SOUTHWEST OF THE NORTHEAST END
 KX1178'OF HEADWALL, AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0283 ***********************************************************************
 LZ0283  DESIGNATION -  40
 LZ0283  PID         -  LZ0283
 LZ0283  STATE/COUNTY-  PA/LYCOMING
 LZ0283  USGS QUAD   -  MONTOURSVILLE SOUTH (1994)
 LZ0283
 LZ0283                         *CURRENT SURVEY CONTROL
 LZ0283  ___________________________________________________________________
 LZ0283* NAD 83(1986)-  41 13 43.     (N)    076 54 34.     (W)     SCALED    
 LZ0283* NAVD 88     -       157.277  (meters)     516.00   (feet)  ADJUSTED  
 LZ0283  ___________________________________________________________________
 LZ0283  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 LZ0283  DYNAMIC HT  -         157.208 (meters)     515.77  (feet)  COMP
 LZ0283  MODELED GRAV-     980,180.9   (mgal)                       NAVD 88
 LZ0283
 LZ0283  VERT ORDER  -  SECOND    CLASS 0
 LZ0283
 LZ0283.The horizontal coordinates were scaled from a topographic map and have
 LZ0283.an estimated accuracy of +/- 6 seconds.
 LZ0283
 LZ0283.The orthometric height was determined by differential leveling
 LZ0283.and adjusted by the National Geodetic Survey in June 1991..
 LZ0283
 LZ0283.The geoid height was determined by GEOID03.
 LZ0283
 LZ0283.The dynamic height is computed by dividing the NAVD 88
 LZ0283.geopotential number by the normal gravity value computed on the
 LZ0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0283.degrees latitude (g = 980.6199 gals.).
 LZ0283
 LZ0283.The modeled gravity was interpolated from observed gravity values.
 LZ0283
 LZ0283;                    North         East    Units  Estimated Accuracy
 LZ0283;SPC PA N     -   118,280.      670,470.      MT  (+/- 180 meters Scaled)
 LZ0283
 LZ0283                          SUPERSEDED SURVEY CONTROL
 LZ0283
 LZ0283  NGVD 29 (??/??/92)  157.493  (m)          516.71   (f) ADJ UNCH    2 0
 LZ0283
 LZ0283.Superseded values are not recommended for survey control.
 LZ0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0283.See file dsdata.txt to determine how the superseded data were derived.
 LZ0283
 LZ0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL399658(NAD 83)
 LZ0283_MARKER: B = BOLT
 LZ0283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0283_SP_SET: RETAINING WALL
 LZ0283_STAMPING: BM 40
 LZ0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0283
 LZ0283  HISTORY     - Date     Condition        Report By
 LZ0283  HISTORY     - UNK      MONUMENTED       PRR
 LZ0283  HISTORY     - 1934     GOOD             NGS
 LZ0283
 LZ0283                          STATION DESCRIPTION
 LZ0283
 LZ0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0283'5.2 MI E FROM WILLIAMSPORT.
 LZ0283'ABOUT 5.2 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM
 LZ0283'MARKET STREET STATION AT WILLIAMSPORT, LYCOMING COUNTY, NEAR
 LZ0283'LOYALSOCK, ABOUT 450 FEET WEST OF MILEPOST 254, IN A SHELF
 LZ0283'AT THE EAST END OF A RETAINING WALL, 20 FEET SOUTH OF THE
 LZ0283'CENTER LINE OF THE WEST-BOUND TRACK, AND ABOUT 6 INCHES LOWER
 LZ0283'THAN THE TRACK.  A COPPER BOLT, STAMPED B M 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2164 ***********************************************************************
 MA2164  DESIGNATION -  40 EGB 1499 ET
 MA2164  PID         -  MA2164
 MA2164  STATE/COUNTY-  PA/CRAWFORD
 MA2164  USGS QUAD   -  LAKE CANADOHTA (1990)
 MA2164
 MA2164                         *CURRENT SURVEY CONTROL
 MA2164  ___________________________________________________________________
 MA2164* NAD 83(1992)-  41 45 09.23003(N)    079 52 15.03587(W)     ADJUSTED  
 MA2164* NAVD 88     -       456.73   (+/-2cm)    1498.5    (feet)  VERTCON   
 MA2164  ___________________________________________________________________
 MA2164  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 MA2164  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MA2164
 MA2164  HORZ ORDER  -  THIRD
 MA2164  VERT ORDER  -  THIRD ? (See Below)
 MA2164
 MA2164.The horizontal coordinates were established by classical geodetic methods
 MA2164.and adjusted by the National Geodetic Survey in June 2002..
 MA2164
 MA2164.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2164.The vertical order pertains to the NGVD 29 superseded value.
 MA2164
 MA2164.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2164
 MA2164.The geoid height was determined by GEOID03.
 MA2164
 MA2164;                    North         East     Units Scale Factor Converg.
 MA2164;SPC PA N     -   178,281.940   423,629.674   MT  0.99997391   -1 24 10.9
 MA2164;SPC PA N     -   584,913.33  1,389,858.36   sFT  0.99997391   -1 24 10.9
 MA2164;UTM  17      - 4,622,920.307   593,876.172   MT  0.99970844   +0 45 07.1
 MA2164
 MA2164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2164!SPC PA N     -   0.99993365  x   0.99997391  =   0.99990756
 MA2164!UTM  17      -   0.99993365  x   0.99970844  =   0.99964211
 MA2164
 MA2164:                Primary Azimuth Mark                     Grid Az
 MA2164:SPC PA N     -  STA 11 LINE 2                            064 29 52.1
 MA2164:UTM  17      -  STA 11 LINE 2                            062 20 34.1
 MA2164
 MA2164|---------------------------------------------------------------------|
 MA2164| PID    Reference Object                     Distance      Geod. Az  |
 MA2164|                                                           dddmmss.s |
 MA2164| MA2163 STA 11 LINE 2                       APPROX. 0.8 KM 0630541.2 |
 MA2164|---------------------------------------------------------------------|
 MA2164
 MA2164                          SUPERSEDED SURVEY CONTROL
 MA2164
 MA2164  NAD 83(1996)-  41 45 09.23546(N)    079 52 15.03629(W) AD(       ) 3
 MA2164  NAD 83(1995)-  41 45 09.23581(N)    079 52 15.03595(W) AD(       ) 3
 MA2164  NAD 83(1986)-  41 45 09.23469(N)    079 52 15.03572(W) AD(       ) 3
 MA2164  NAD 27      -  41 45 09.05643(N)    079 52 15.86614(W) AD(       ) 3
 MA2164  NGVD 29 (07/19/86)  456.89   (m)         1499.0    (f) LEVELING    3  
 MA2164
 MA2164.Superseded values are not recommended for survey control.
 MA2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2164.See file dsdata.txt to determine how the superseded data were derived.
 MA2164
 MA2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG9387622920(NAD 83)
 MA2164_MARKER: DD = SURVEY DISK
 MA2164_SETTING: 0 = UNSPECIFIED SETTING
 MA2164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA2164
 MA2164  HISTORY     - Date     Condition        Report By
 MA2164  HISTORY     - 1964     MONUMENTED       USGS
 MA2164  HISTORY     - 20001120 MARK NOT FOUND   PADT
 MA2164
 MA2164                          STATION DESCRIPTION
 MA2164
 MA2164'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MA2164'LITTLE COOLEY, 1.5 MI NE. OF, ALONG STATE HIGHWAY 77 TO INTERSECTION
 MA2164'OF COUNTY RD., 22 FT N. AND 52 FT E. OF, AND 1.0 FT HIGHER THAN
 MA2164'CENTERLINE OF HWY AT JUNCTION OF COUNTY RD., IN TOP OF V-SHAPED
 MA2164'CONCRETE CULVERT, STANDARD DISK STAMPED---40 EGB 1964 1499 ET---.
 MA2164
 MA2164                          STATION RECOVERY (2000)
 MA2164
 MA2164'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (JAW)
 MA2164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1530 ***********************************************************************
 JV1530  DESIGNATION -  40 PRR
 JV1530  PID         -  JV1530
 JV1530  STATE/COUNTY-  PA/YORK
 JV1530  USGS QUAD   -  GLEN ROCK (1984)
 JV1530
 JV1530                         *CURRENT SURVEY CONTROL
 JV1530  ___________________________________________________________________
 JV1530* NAD 83(1986)-  39 45 37.     (N)    076 41 58.     (W)     SCALED    
 JV1530* NAVD 88     -       224.644  (meters)     737.02   (feet)  ADJUSTED  
 JV1530  ___________________________________________________________________
 JV1530  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 JV1530  DYNAMIC HT  -         224.531 (meters)     736.65  (feet)  COMP
 JV1530  MODELED GRAV-     980,117.5   (mgal)                       NAVD 88
 JV1530
 JV1530  VERT ORDER  -  SECOND    CLASS 0
 JV1530
 JV1530.The horizontal coordinates were scaled from a topographic map and have
 JV1530.an estimated accuracy of +/- 6 seconds.
 JV1530
 JV1530.The orthometric height was determined by differential leveling
 JV1530.and adjusted by the National Geodetic Survey in June 1991..
 JV1530
 JV1530.The geoid height was determined by GEOID03.
 JV1530
 JV1530.The dynamic height is computed by dividing the NAVD 88
 JV1530.geopotential number by the normal gravity value computed on the
 JV1530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1530.degrees latitude (g = 980.6199 gals.).
 JV1530
 JV1530.The modeled gravity was interpolated from observed gravity values.
 JV1530
 JV1530;                    North         East    Units  Estimated Accuracy
 JV1530;SPC PA S     -    47,940.      690,030.      MT  (+/- 180 meters Scaled)
 JV1530
 JV1530                          SUPERSEDED SURVEY CONTROL
 JV1530
 JV1530  NGVD 29 (??/??/??)  224.851  (m)          737.70   (f) ADJUSTED    2 0
 JV1530
 JV1530.Superseded values are not recommended for survey control.
 JV1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1530.See file dsdata.txt to determine how the superseded data were derived.
 JV1530
 JV1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK544025(NAD 83)
 JV1530_MARKER: B = BOLT
 JV1530_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1530_SP_SET: BUILDING
 JV1530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1530
 JV1530  HISTORY     - Date     Condition        Report By
 JV1530  HISTORY     - UNK      MONUMENTED       PRR
 JV1530  HISTORY     - 1935     GOOD             CGS
 JV1530  HISTORY     - 1961     MARK NOT FOUND   CGS
 JV1530
 JV1530                          STATION DESCRIPTION
 JV1530
 JV1530'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1530'AT SHREWSBURY.
 JV1530'AT SHREWSBURY, YORK COUNTY, AT THE PENNSYLVANIA RAILROAD STATION,
 JV1530'IN THE TOP OF THE NORTH DOOR SILL, AND 24 FEET EAST OF THE CENTER
 JV1530'LINE OF THE EAST TRACK.  A COPPER BOLT.
 JV1530
 JV1530                          STATION RECOVERY (1961)
 JV1530
 JV1530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JV1530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2380 ***********************************************************************
 KW2380  DESIGNATION -  40 PRR
 KW2380  PID         -  KW2380
 KW2380  STATE/COUNTY-  PA/MIFFLIN
 KW2380  USGS QUAD   -  BURNHAM (1973)
 KW2380
 KW2380                         *CURRENT SURVEY CONTROL
 KW2380  ___________________________________________________________________
 KW2380* NAD 83(1986)-  40 37 30.     (N)    077 30 47.     (W)     SCALED    
 KW2380* NAVD 88     -       156.435  (meters)     513.24   (feet)  ADJUSTED  
 KW2380  ___________________________________________________________________
 KW2380  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 KW2380  DYNAMIC HT  -         156.361 (meters)     512.99  (feet)  COMP
 KW2380  MODELED GRAV-     980,146.5   (mgal)                       NAVD 88
 KW2380
 KW2380  VERT ORDER  -  SECOND    CLASS 0
 KW2380
 KW2380.The horizontal coordinates were scaled from a topographic map and have
 KW2380.an estimated accuracy of +/- 6 seconds.
 KW2380
 KW2380.The orthometric height was determined by differential leveling
 KW2380.and adjusted by the National Geodetic Survey in June 1991..
 KW2380
 KW2380.The geoid height was determined by GEOID03.
 KW2380
 KW2380.The dynamic height is computed by dividing the NAVD 88
 KW2380.geopotential number by the normal gravity value computed on the
 KW2380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2380.degrees latitude (g = 980.6199 gals.).
 KW2380
 KW2380.The modeled gravity was interpolated from observed gravity values.
 KW2380
 KW2380;                    North         East    Units  Estimated Accuracy
 KW2380;SPC PA S     -   143,450.      620,050.      MT  (+/- 180 meters Scaled)
 KW2380
 KW2380                          SUPERSEDED SURVEY CONTROL
 KW2380
 KW2380  NGVD 29 (??/??/??)  156.653  (m)          513.95   (f) ADJUSTED    2 0
 KW2380
 KW2380.Superseded values are not recommended for survey control.
 KW2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2380.See file dsdata.txt to determine how the superseded data were derived.
 KW2380
 KW2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL874001(NAD 83)
 KW2380_MARKER: DD = SURVEY DISK
 KW2380_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2380_SP_SET: BRIDGE SEAT
 KW2380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2380
 KW2380  HISTORY     - Date     Condition        Report By
 KW2380  HISTORY     - UNK      MONUMENTED       PRR
 KW2380  HISTORY     - 1934     GOOD             CGS
 KW2380  HISTORY     - 1966     GOOD             USGS
 KW2380
 KW2380                          STATION DESCRIPTION
 KW2380
 KW2380'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW2380'4.7 MI E FROM LEWISTOWN.
 KW2380'4.7 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM LEWISTOWN,
 KW2380'MIFFLIN COUNTY, ABOUT 0.6 MILE WEST OF THE STATION OF MAITLAND,
 KW2380'AT THREE-SPAN STEEL BRIDGE 4.53, IN THE TOP OF THE NORTH END OF
 KW2380'THE WEST STONE BRIDGE SEAT, 7 FEET NORTH OF THE CENTER LINE OF
 KW2380'THE TRACK, AND ABOUT 4.5 FEET LOWER THAN THE TOP OF THE RAIL.
 KW2380
 KW2380                          STATION RECOVERY (1966)
 KW2380
 KW2380'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KW2380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2531 ***********************************************************************
 KV2531  DESIGNATION -  40 RDGRR=68 RRR
 KV2531  PID         -  KV2531
 KV2531  STATE/COUNTY-  PA/BERKS
 KV2531  USGS QUAD   -  TOPTON (1992)
 KV2531
 KV2531                         *CURRENT SURVEY CONTROL
 KV2531  ___________________________________________________________________
 KV2531* NAD 83(1986)-  40 30 22.     (N)    075 39 37.     (W)     SCALED    
 KV2531* NAVD 88     -       135.74   (+/-2cm)     445.3    (feet)  VERTCON   
 KV2531  ___________________________________________________________________
 KV2531  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 KV2531
 KV2531  VERT ORDER  -  ? (See Below)
 KV2531
 KV2531.The horizontal coordinates were scaled from a topographic map and have
 KV2531.an estimated accuracy of +/- 6 seconds.
 KV2531
 KV2531.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV2531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV2531.The vertical order pertains to the NGVD 29 superseded value.
 KV2531
 KV2531.The geoid height was determined by GEOID03.
 KV2531
 KV2531;                    North         East    Units  Estimated Accuracy
 KV2531;SPC PA S     -   132,320.      777,100.      MT  (+/- 180 meters Scaled)
 KV2531
 KV2531                          SUPERSEDED SURVEY CONTROL
 KV2531
 KV2531  NGVD 29 (??/??/??)  135.943  (m)          446.01   (f) ADJUSTED    ?  
 KV2531
 KV2531.Superseded values are not recommended for survey control.
 KV2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2531.See file dsdata.txt to determine how the superseded data were derived.
 KV2531
 KV2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK440841(NAD 83)
 KV2531_MARKER: Q = CHISELED SQUARE
 KV2531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2531_SP_SET: CULVERT
 KV2531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2531+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2003
 KV2531
 KV2531  HISTORY     - Date     Condition        Report By
 KV2531  HISTORY     - 1932     MONUMENTED       RDGRR
 KV2531  HISTORY     - 1932     GOOD             CGS
 KV2531  HISTORY     - 19910215 MARK NOT FOUND   USPSQD
 KV2531  HISTORY     - 20020103 GOOD             USPSQD
 KV2531  HISTORY     - 20031227 GOOD             USPSQD
 KV2531
 KV2531                          STATION DESCRIPTION
 KV2531
 KV2531'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV2531'0.7 MI W FROM SHAMROCK.
 KV2531'0.7 MILE WEST ALONG THE READING CO. RAILROAD FROM SHAMROCK,
 KV2531'BERKS COUNTY, 144 FEET WEST OF SEMAPHORE 68, ON THE TOP OF THE
 KV2531'SOUTH COPING OF A SMALL CONCRETE CULVERT, AND NEAR THE CHISELED
 KV2531'LETTERS B M.  AN OUTLINED SQUARE.
 KV2531
 KV2531                          STATION RECOVERY (1991)
 KV2531
 KV2531'RECOVERY NOTE BY US POWER SQUADRON 1991 (MWD)
 KV2531'MARK NOT FOUND.
 KV2531
 KV2531                          STATION RECOVERY (2002)
 KV2531
 KV2531'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KV2531'FOUND THE CHISELED SQUARE ON THE EAST END OF THE SOUTH COPING.  DELETE
 KV2531'REF TO A SEMAPHORE.
 KV2531
 KV2531                          STATION RECOVERY (2003)
 KV2531
 KV2531'RECOVERY NOTE BY US POWER SQUADRON 2003
 KV2531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0605 ***********************************************************************
 KW0605  DESIGNATION -  403 PRR
 KW0605  PID         -  KW0605
 KW0605  STATE/COUNTY-  PA/LANCASTER
 KW0605  USGS QUAD   -  COLUMBIA EAST (1995)
 KW0605
 KW0605                         *CURRENT SURVEY CONTROL
 KW0605  ___________________________________________________________________
 KW0605* NAD 83(1986)-  40 05 56.     (N)    076 25 00.     (W)     SCALED    
 KW0605* NAVD 88     -       122.929  (meters)     403.31   (feet)  ADJUSTED  
 KW0605  ___________________________________________________________________
 KW0605  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 KW0605  DYNAMIC HT  -         122.864 (meters)     403.10  (feet)  COMP
 KW0605  MODELED GRAV-     980,101.5   (mgal)                       NAVD 88
 KW0605
 KW0605  VERT ORDER  -  SECOND    CLASS 0
 KW0605
 KW0605.The horizontal coordinates were scaled from a topographic map and have
 KW0605.an estimated accuracy of +/- 6 seconds.
 KW0605
 KW0605.The orthometric height was determined by differential leveling
 KW0605.and adjusted by the National Geodetic Survey in June 1991..
 KW0605
 KW0605.The geoid height was determined by GEOID03.
 KW0605
 KW0605.The dynamic height is computed by dividing the NAVD 88
 KW0605.geopotential number by the normal gravity value computed on the
 KW0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0605.degrees latitude (g = 980.6199 gals.).
 KW0605
 KW0605.The modeled gravity was interpolated from observed gravity values.
 KW0605
 KW0605;                    North         East    Units  Estimated Accuracy
 KW0605;SPC PA S     -    85,860.      713,690.      MT  (+/- 180 meters Scaled)
 KW0605
 KW0605                          SUPERSEDED SURVEY CONTROL
 KW0605
 KW0605  NGVD 29 (??/??/??)  123.170  (m)          404.10   (f) ADJUSTED    2 0
 KW0605
 KW0605.Superseded values are not recommended for survey control.
 KW0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0605.See file dsdata.txt to determine how the superseded data were derived.
 KW0605
 KW0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK792396(NAD 83)
 KW0605_MARKER: Q = CHISELED SQUARE
 KW0605_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0605_SP_SET: BASE
 KW0605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0605
 KW0605  HISTORY     - Date     Condition        Report By
 KW0605  HISTORY     - UNK      MONUMENTED       CGS
 KW0605  HISTORY     - 1935     GOOD             CGS
 KW0605  HISTORY     - 1936     GOOD             CGS
 KW0605  HISTORY     - 20050529 MARK NOT FOUND   GEOCAC
 KW0605
 KW0605                          STATION DESCRIPTION
 KW0605
 KW0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0605'AT LANDISVILLE.
 KW0605'AT LANDISVILLE, LANCASTER COUNTY, ABOUT 10 FEET WEST OF THE
 KW0605'CROSSING OF THE NEAREST RAILS OF THE PENNSYLVANIA RAILROAD
 KW0605'AND THE READING CO. RAILWAY TRACKS, ON THE TOP OF A SWITCH
 KW0605'TOWER BELL CRANK BASE, AND 5 FEET FROM THE TOWER.  A CHISELED
 KW0605'SQUARE.
 KW0605
 KW0605                          STATION RECOVERY (1936)
 KW0605
 KW0605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 KW0605'RECOVERED IN GOOD CONDITION.
 KW0605
 KW0605                          STATION RECOVERY (2005)
 KW0605
 KW0605'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0605'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1281 ***********************************************************************
 KX1281  DESIGNATION -  409 A
 KX1281  PID         -  KX1281
 KX1281  STATE/COUNTY-  PA/WASHINGTON
 KX1281  USGS QUAD   -  CALIFORNIA (1979)
 KX1281
 KX1281                         *CURRENT SURVEY CONTROL
 KX1281  ___________________________________________________________________
 KX1281* NAD 83(1986)-  40 02 02.     (N)    079 52 41.     (W)     SCALED    
 KX1281* NAVD 88     -       241.128  (meters)     791.10   (feet)  ADJUSTED  
 KX1281  ___________________________________________________________________
 KX1281  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KX1281  DYNAMIC HT  -         240.995 (meters)     790.66  (feet)  COMP
 KX1281  MODELED GRAV-     980,069.5   (mgal)                       NAVD 88
 KX1281
 KX1281  VERT ORDER  -  FIRST     CLASS II
 KX1281
 KX1281.The horizontal coordinates were scaled from a topographic map and have
 KX1281.an estimated accuracy of +/- 6 seconds.
 KX1281
 KX1281.The orthometric height was determined by differential leveling
 KX1281.and adjusted by the National Geodetic Survey in June 1991..
 KX1281
 KX1281.The geoid height was determined by GEOID03.
 KX1281
 KX1281.The dynamic height is computed by dividing the NAVD 88
 KX1281.geopotential number by the normal gravity value computed on the
 KX1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1281.degrees latitude (g = 980.6199 gals.).
 KX1281
 KX1281.The modeled gravity was interpolated from observed gravity values.
 KX1281
 KX1281;                    North         East    Units  Estimated Accuracy
 KX1281;SPC PA S     -    79,970.      418,390.      MT  (+/- 180 meters Scaled)
 KX1281
 KX1281                          SUPERSEDED SURVEY CONTROL
 KX1281
 KX1281  NGVD 29 (??/??/92)  241.315  (m)          791.71   (f) ADJ UNCH    1 2
 KX1281
 KX1281.Superseded values are not recommended for survey control.
 KX1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1281.See file dsdata.txt to determine how the superseded data were derived.
 KX1281
 KX1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE957321(NAD 83)
 KX1281_MARKER: DD = SURVEY DISK
 KX1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1281_STAMPING: 409 A
 KX1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1281+STABILITY: SURFACE MOTION
 KX1281
 KX1281  HISTORY     - Date     Condition        Report By
 KX1281  HISTORY     - UNK      MONUMENTED       DOD
 KX1281  HISTORY     - 1941     GOOD             NGS
 KX1281  HISTORY     - 1983     MARK NOT FOUND   NGS
 KX1281
 KX1281                          STATION DESCRIPTION
 KX1281
 KX1281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1281'0.3 MI SE FROM WEST BROWNSVILLE JCT.
 KX1281'0.3 MILE SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1281'STATION AT WEST BROWNSVILLE JUNCTION, WASHINGTON COUNTY, 85
 KX1281'FEET NORTHWEST OF THE NORTHWEST ABUTMENT OF A STEEL BRIDGE, 35.4
 KX1281'FEET NORTHEAST OF THE NORTH CORNER OF THE YARDMASTERS OFFICE,
 KX1281'BETWEEN THE SECOND AND THIRD SET OF TRACKS, AND 0.1 FOOT UNDER
 KX1281'GROUND.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK,
 KX1281'STAMPED 409 A AND SET IN THE TOP OF A CONCRETE POST.
 KX1281
 KX1281                          STATION RECOVERY (1983)
 KX1281
 KX1281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1281'NOT RECOVERED, A THOROUGH SEARCH WAS MADE FOR THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1429 ***********************************************************************
 KV1429  DESIGNATION -  409 DLWRR=C L MONUMENT 1
 KV1429  PID         -  KV1429
 KV1429  STATE/COUNTY-  PA/NORTHAMPTON
 KV1429  USGS QUAD   -  PORTLAND (1997)
 KV1429
 KV1429                         *CURRENT SURVEY CONTROL
 KV1429  ___________________________________________________________________
 KV1429* NAD 83(1986)-  40 54 45.     (N)    075 06 32.     (W)     SCALED    
 KV1429* NAVD 88     -       124.47   (+/-2cm)     408.4    (feet)  VERTCON   
 KV1429  ___________________________________________________________________
 KV1429  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 KV1429
 KV1429  VERT ORDER  -  ? (See Below)
 KV1429
 KV1429.The horizontal coordinates were scaled from a topographic map and have
 KV1429.an estimated accuracy of +/- 6 seconds.
 KV1429
 KV1429.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV1429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV1429.The vertical order pertains to the NGVD 29 superseded value.
 KV1429
 KV1429.The geoid height was determined by GEOID03.
 KV1429
 KV1429;                    North         East    Units  Estimated Accuracy
 KV1429;SPC PA S     -   178,670.      822,470.      MT  (+/- 180 meters Scaled)
 KV1429
 KV1429                          SUPERSEDED SURVEY CONTROL
 KV1429
 KV1429  NGVD 29 (??/??/??)  124.661  (m)          408.99   (f) ADJUSTED    ?  
 KV1429
 KV1429.Superseded values are not recommended for survey control.
 KV1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1429.See file dsdata.txt to determine how the superseded data were derived.
 KV1429
 KV1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL908290(NAD 83)
 KV1429_MARKER: X = CHISELED CROSS
 KV1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1429+STABILITY: SURFACE MOTION
 KV1429
 KV1429  HISTORY     - Date     Condition        Report By
 KV1429  HISTORY     - 1932     MONUMENTED       DLWRR
 KV1429  HISTORY     - 1932     GOOD             CGS
 KV1429  HISTORY     - 1934     GOOD             CGS
 KV1429
 KV1429                          STATION DESCRIPTION
 KV1429
 KV1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1429'AT MOUNT BETHEL.
 KV1429'AT MOUNT BETHEL, NORTHAMPTON COUNTY, ON THE DELAWARE, LACKAWANNA
 KV1429'AND WESTERN RAILROAD, 100 YARDS EAST OF THE STATION, 14 RAILS
 KV1429'EAST OF A HIGHWAY CROSSING, 13 FEET EAST OF A FROG POINT, AND
 KV1429'BETWEEN THE RAILS.  A CROSS CUT IN AN IRON PIN IN THE TOP OF
 KV1429'A CONCRETE POST.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN
 KV1429'RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD
 KV1429'IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV1429
 KV1429                          STATION RECOVERY (1934)
 KV1429
 KV1429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 KV1429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0031 ***********************************************************************
 ND0031  DESIGNATION -  4095
 ND0031  PID         -  ND0031
 ND0031  STATE/COUNTY-  PA/ERIE
 ND0031  USGS QUAD   -  FAIRVIEW SW (1996)
 ND0031
 ND0031                         *CURRENT SURVEY CONTROL
 ND0031  ___________________________________________________________________
 ND0031* NAD 83(1986)-  42 00 42.     (N)    080 23 05.     (W)     SCALED    
 ND0031* NAVD 88     -       212.776  (meters)     698.08   (feet)  POSTED    
 ND0031  ___________________________________________________________________
 ND0031  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 ND0031  DYNAMIC HT  -         212.700 (meters)     697.83  (feet)  COMP
 ND0031  MODELED GRAV-     980,259.2   (mgal)                       NAVD 88
 ND0031
 ND0031  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ND0031
 ND0031.The horizontal coordinates were scaled from a topographic map and have
 ND0031.an estimated accuracy of +/- 6 seconds.
 ND0031
 ND0031.The orthometric height was determined by differential leveling
 ND0031.and adjusted by the National Geodetic Survey in 1992..
 ND0031.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ND0031.rate of 2.1 thru 3.0 mm/km.
 ND0031
 ND0031.The geoid height was determined by GEOID03.
 ND0031
 ND0031.The dynamic height is computed by dividing the NAVD 88
 ND0031.geopotential number by the normal gravity value computed on the
 ND0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0031.degrees latitude (g = 980.6199 gals.).
 ND0031
 ND0031.The modeled gravity was interpolated from observed gravity values.
 ND0031
 ND0031;                    North         East    Units  Estimated Accuracy
 ND0031;SPC PA N     -   208,220.      381,780.      MT  (+/- 180 meters Scaled)
 ND0031
 ND0031                          SUPERSEDED SURVEY CONTROL
 ND0031
 ND0031  NGVD 29 (??/??/92)  212.959  (m)          698.68   (f) ADJ UNCH    1 2
 ND0031
 ND0031.Superseded values are not recommended for survey control.
 ND0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0031.See file dsdata.txt to determine how the superseded data were derived.
 ND0031
 ND0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG509512(NAD 83)
 ND0031_MARKER: B = BOLT
 ND0031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ND0031_SP_SET: SIGNAL BASE
 ND0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ND0031
 ND0031  HISTORY     - Date     Condition        Report By
 ND0031  HISTORY     - UNK      MONUMENTED       NYCRR
 ND0031  HISTORY     - 1961     GOOD             NGS
 ND0031
 ND0031                          STATION DESCRIPTION
 ND0031
 ND0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ND0031'2.2 MI W FROM LAKE CITY.
 ND0031'2.2 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION
 ND0031'AT LAKE CITY, ERIE COUNTY, AT SIGNAL 105.1 AND 105.3, AND IN THE TOP
 ND0031'OF THE SOUTHEAST CORNER OF THE FOUNDATION. AN IRON BOLTHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9277 ***********************************************************************
 AA9277  SACS        -  This is a Secondary Airport Control Station.
 AA9277  DESIGNATION -  40N G
 AA9277  PID         -  AA9277
 AA9277  STATE/COUNTY-  PA/CHESTER
 AA9277  USGS QUAD   -  COATESVILLE (1997)
 AA9277
 AA9277                         *CURRENT SURVEY CONTROL
 AA9277  ___________________________________________________________________
 AA9277* NAD 83(1992)-  39 58 36.92914(N)    075 51 23.93031(W)     ADJUSTED  
 AA9277* NAVD 88     -       200.57   (meters)     658.0    (feet)  GPS OBS   
 AA9277  ___________________________________________________________________
 AA9277  X           -   1,195,960.791 (meters)                     COMP
 AA9277  Y           -  -4,746,117.650 (meters)                     COMP
 AA9277  Z           -   4,076,129.817 (meters)                     COMP
 AA9277  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AA9277  ELLIP HEIGHT-         167.00  (meters)          (08/09/01) GPS OBS
 AA9277  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 AA9277
 AA9277  HORZ ORDER  -  FIRST
 AA9277  ELLP ORDER  -  FOURTH    CLASS II
 AA9277
 AA9277.This mark is at Chester Co G O Carlson Airport (40N)
 AA9277
 AA9277.The horizontal coordinates were established by GPS observations
 AA9277.and adjusted by the National Geodetic Survey in April 1998..
 AA9277
 AA9277.The orthometric height was determined by GPS observations and a
 AA9277.high-resolution geoid model.
 AA9277
 AA9277.GPS derived orthometric heights for airport stations designated as
 AA9277.PACS or SACS are published to 2 decimal places.  This maintains
 AA9277.centimeter relative accuracy between the PACS and SACS.  It does
 AA9277.not indicate centimeter accuracy relative to other marks which are
 AA9277.part of the NAVD 88 network.
 AA9277
 AA9277.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9277
 AA9277.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9277
 AA9277.The ellipsoidal height was determined by GPS observations
 AA9277.and is referenced to NAD 83.
 AA9277
 AA9277.The geoid height was determined by GEOID03.
 AA9277
 AA9277;                    North         East     Units Scale Factor Converg.
 AA9277;SPC PA S     -    73,194.673   761,721.652   MT  0.99999347   +1 13 42.2
 AA9277;SPC PA S     -   240,139.52  2,499,081.79   sFT  0.99999347   +1 13 42.2
 AA9277;UTM  18      - 4,425,547.440   426,851.754   MT  0.99966587   -0 33 01.4
 AA9277
 AA9277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9277!SPC PA S     -   0.99997380  x   0.99999347  =   0.99996727
 AA9277!UTM  18      -   0.99997380  x   0.99966587  =   0.99963968
 AA9277
 AA9277                          SUPERSEDED SURVEY CONTROL
 AA9277
 AA9277  ELLIP H (04/02/98)  167.08   (m)                       GP(       ) 4 2
 AA9277  NAD 83(1993)-  39 58 36.92876(N)    075 51 23.93043(W) AD(       ) 1
 AA9277  ELLIP H (11/30/95)  167.12   (m)                       GP(       ) 4 2
 AA9277
 AA9277.Superseded values are not recommended for survey control.
 AA9277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9277.See file dsdata.txt to determine how the superseded data were derived.
 AA9277
 AA9277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK2685225547(NAD 83)
 AA9277_MARKER: DD = SURVEY DISK
 AA9277_SETTING: 66 = SET IN ROCK OUTCROP
 AA9277_STAMPING: 40N G 1994
 AA9277_MARK LOGO: NOS   
 AA9277_PROJECTION: FLUSH
 AA9277_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9277_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA9277+STABILITY: POSITION/ELEVATION WELL
 AA9277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9277+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1996
 AA9277
 AA9277  HISTORY     - Date     Condition        Report By
 AA9277  HISTORY     - 1994     MONUMENTED       NOS
 AA9277  HISTORY     - 19940909 GOOD             NGS
 AA9277  HISTORY     - 19960920 GOOD             NGS
 AA9277
 AA9277                          STATION DESCRIPTION
 AA9277
 AA9277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9277'THE STATION IS LOCATED ABOUT 29.0 MI (46.7 KM) SOUTH OF READING, 21.0
 AA9277'MI (33.8 KM) EAST SOUTHEAST OF LANCASTER, 2.5 MI (4.0 KM) WEST OF
 AA9277'COATESVILLE AND AT THE CHESTER COUNTY AIRPORT IN THE GRASS NEAR THE
 AA9277'APPROACH END OF RUNWAY 29.  OWNERSHIP--- CHESTER COUNTY AIRPORT
 AA9277'AUTHORITY, AIRPORT MANAGER, ALEX SHEVES, PO BOX 311, COATESVILLE, PA.
 AA9277'19320.  PHONE (215) 384-9000.
 AA9277' 
 AA9277'TO REACH THE STATION FROM THE JUCTION OF U.S.  HIGHWAY 30 BUSINESS
 AA9277'ROUTE AND STATE HIGHWAY 82 NORTH IN COATESVILLE, GO WEST ON U.S.
 AA9277'HIGHWAY 30 BUSINESS ROUTE FOR 0.4 MI (0.6 KM) TO THE JUCTION OF STATE
 AA9277'HIGHWAY 82 SOUTH ON THE LEFT, CONTINUE AHEAD AND GO WEST ON U.S.
 AA9277'HIGHWAY 30 BUSINESS ROUTE FOR 2.0 MI (3.2 KM) TO A PAVED ROAD LEFT,
 AA9277'TURN LEFT AND GO SOUTHERLY ON AIRPORT ENTRANCE ROAD FOR 0.3 MI (0.5
 AA9277'KM) TO THE TERMINAL ON THE LEFT AND RAMP AHEAD, CONTINUE AHEAD AND GO
 AA9277'SOUTHERLY ACROSS THE RAMP FOR 0.05 MI (0.08 KM) TO THE INTERSECTION OF
 AA9277'THE PARALLEL TAXIWAY, TURN LEFT AND GO SOUTHEAST ON THE TAXIWAY FOR
 AA9277'0.35 MI (0.56 KM) TO THE TAXIWAY HOLD LINE, CONTINUE AHEAD AND GO
 AA9277'SOUTHWESTERLY ON TAXIWAY AND CROSSING THE RUNWAY END INTO THE GRASS
 AA9277'FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 AA9277' 
 AA9277'THE STATION IS 261.5 FT (79.7 M) WEST SOUTHWEST FROM THE CENTERLINE AT
 AA9277'THE END OF THE RUNWAY, 177.8 FT (54.2 M) SOUTHWEST FROM THE SOUTHWEST
 AA9277'EDGE OF THE RUNWAY, 175.5 FT (53.5 M) WEST FROM A RIEL AND SET INTO A
 AA9277'5.9 FT (1.8 M) X 2.6 FT (0.8 M) ROCK OUTCROP THAT PROJECTS 0.2 FT (6.1
 AA9277'CM) ABOVE GROUND LEVEL.
 AA9277' 
 AA9277'DESCRIBED BY CFS.
 AA9277
 AA9277                          STATION RECOVERY (1996)
 AA9277
 AA9277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9277'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9275 ***********************************************************************
 AA9275  PACS        -  This is a Primary Airport Control Station.
 AA9275  DESIGNATION -  40N H
 AA9275  PID         -  AA9275
 AA9275  STATE/COUNTY-  PA/CHESTER
 AA9275  USGS QUAD   -  COATESVILLE (1997)
 AA9275
 AA9275                         *CURRENT SURVEY CONTROL
 AA9275  ___________________________________________________________________
 AA9275* NAD 83(1992)-  39 58 45.85228(N)    075 51 56.13462(W)     ADJUSTED  
 AA9275* NAVD 88     -       194.99   (meters)     639.7    (feet)  GPS OBS   
 AA9275  ___________________________________________________________________
 AA9275  X           -   1,195,175.534 (meters)                     COMP
 AA9275  Y           -  -4,746,128.689 (meters)                     COMP
 AA9275  Z           -   4,076,337.125 (meters)                     COMP
 AA9275  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AA9275  ELLIP HEIGHT-         161.41  (meters)          (08/07/01) GPS OBS
 AA9275  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 AA9275
 AA9275  HORZ ORDER  -  B
 AA9275  ELLP ORDER  -  FOURTH    CLASS II
 AA9275
 AA9275.This mark is at Chester Co G O Carlson Airport (40N)
 AA9275
 AA9275.The horizontal coordinates were established by GPS observations
 AA9275.and adjusted by the National Geodetic Survey in March 1998..
 AA9275
 AA9275.The orthometric height was determined by GPS observations and a
 AA9275.high-resolution geoid model.
 AA9275
 AA9275.GPS derived orthometric heights for airport stations designated as
 AA9275.PACS or SACS are published to 2 decimal places.  This maintains
 AA9275.centimeter relative accuracy between the PACS and SACS.  It does
 AA9275.not indicate centimeter accuracy relative to other marks which are
 AA9275.part of the NAVD 88 network.
 AA9275
 AA9275.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9275
 AA9275.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9275
 AA9275.The ellipsoidal height was determined by GPS observations
 AA9275.and is referenced to NAD 83.
 AA9275
 AA9275.The geoid height was determined by GEOID03.
 AA9275
 AA9275;                    North         East     Units Scale Factor Converg.
 AA9275;SPC PA S     -    73,453.480   760,951.800   MT  0.99999312   +1 13 21.3
 AA9275;SPC PA S     -   240,988.63  2,496,556.03   sFT  0.99999312   +1 13 21.3
 AA9275;UTM  18      - 4,425,829.927   426,090.555   MT  0.99966725   -0 33 22.2
 AA9275
 AA9275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9275!SPC PA S     -   0.99997468  x   0.99999312  =   0.99996780
 AA9275!UTM  18      -   0.99997468  x   0.99966725  =   0.99964194
 AA9275
 AA9275                          SUPERSEDED SURVEY CONTROL
 AA9275
 AA9275  ELLIP H (03/24/98)  161.49   (m)                       GP(       ) 4 1
 AA9275  NAD 83(1993)-  39 58 45.85189(N)    075 51 56.13474(W) AD(       ) B
 AA9275  ELLIP H (11/22/95)  161.53   (m)                       GP(       ) 1 1
 AA9275
 AA9275.Superseded values are not recommended for survey control.
 AA9275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9275.See file dsdata.txt to determine how the superseded data were derived.
 AA9275
 AA9275_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK2609125830(NAD 83)
 AA9275_MARKER: DH = HORIZONTAL CONTROL DISK
 AA9275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9275_STAMPING: 40N H 1994
 AA9275_MARK LOGO: NGS   
 AA9275_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9275+STABILITY: SURFACE MOTION
 AA9275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9275+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2001
 AA9275
 AA9275  HISTORY     - Date     Condition        Report By
 AA9275  HISTORY     - 1994     MONUMENTED       NGS
 AA9275  HISTORY     - 19940909 GOOD             NGS
 AA9275  HISTORY     - 19960920 GOOD             NGS
 AA9275  HISTORY     - 20000701 GOOD             PADT
 AA9275  HISTORY     - 20010424 GOOD             PADT
 AA9275
 AA9275                          STATION DESCRIPTION
 AA9275
 AA9275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9275'THE STATION IS LOCATED ABOUT 29.0 MI (46.7 KM) SOUTH OF READING, 21.0
 AA9275'MI (33.8 KM) EAST SOUTHEAST OF LANCASTER, 2.5 MI (4.0 KM) WEST OF
 AA9275'COATESVILLE AND AT THE CHESTER COUNTY AIRPORT IN THE GRASS MEDIAN
 AA9275'BETWEEN THE RUNWAY AND PARALLEL TAXIWAY AT MID FIELD.  OWNERSHIP---
 AA9275'CHESTER COUNTY AIRPORT AUTHORITY, AIRPORT MANAGER, ALEX SHEVES, PO BOX
 AA9275'311, COATESVILLE, PA.  19320.  PHONE (215) 384-9000.
 AA9275' 
 AA9275'TO REACH THE STATION FROM THE JUCTION OF U.S.  HIGHWAY 30 BUSINESS
 AA9275'ROUTE AND STATE HIGHWAY 82 NORTH IN COATESVILLE, GO WEST ON U.S.
 AA9275'HIGHWAY 30 BUSINESS ROUTE FOR 0.4 MI (0.6 KM) TO THE JUCTION OF STATE
 AA9275'HIGHWAY 82 SOUTH ON THE LEFT, CONTINUE AHEAD AND GO WEST ON U.S.
 AA9275'HIGHWAY 30 BUSINESS ROUTE FOR 2.0 MI (3.2 KM) TO A PAVED ROAD LEFT,
 AA9275'TURN LEFT AND GO SOUTHERLY ON AIRPORT ENTRANCE ROAD FOR 0.3 MI (0.5
 AA9275'KM) TO THE TERMINAL ON THE LEFT AND RAMP AHEAD, CONTINUE AHEAD AND GO
 AA9275'SOUTHERLY ACROSS THE RAMP FOR 0.05 MI (0.08 KM) TO THE INTERSECTION OF
 AA9275'THE PARALLEL TAXIWAY, TURN RIGHT AND GO NORTHWEST ON THE TAXIWAY FOR
 AA9275'0.15 MI (0.24 KM) TO A METAL DRAIN GRATE ON THE SOUTHWEST EDGE OF THE
 AA9275'TAXIWAY AND THE STATION ON THE LEFT.
 AA9275' 
 AA9275'THE STATION IS 105.6 FT (32.2 M) SOUTHWEST FROM THE CENTERLINE OF THE
 AA9275'PARALLEL TAXIWAY, 101.0 FT (30.8 M) NORTHEAST FROM THE NORTHEAST EDGE
 AA9275'OF RUNWAY 11/29, 84.3 FT (25.7 M) SOUTHWEST FROM THE SOUTHWEST CORNER
 AA9275'OF A METAL GRATE DRAIN AND RECESSED 2 CM BELOW GROUND LEVEL.
 AA9275' 
 AA9275'DESCRIBED BY CFS.
 AA9275
 AA9275                          STATION RECOVERY (1996)
 AA9275
 AA9275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9275'RECOVERED AS DESCRIBED.
 AA9275
 AA9275                          STATION RECOVERY (2000)
 AA9275
 AA9275'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 AA9275'RECOVERED IN GOOD CONDITION.
 AA9275
 AA9275                          STATION RECOVERY (2001)
 AA9275
 AA9275'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (BH)
 AA9275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9276 ***********************************************************************
 AA9276  CBN         -  This is a Cooperative Base Network Control Station.
 AA9276  SACS        -  This is a Secondary Airport Control Station.
 AA9276  DESIGNATION -  40N I
 AA9276  PID         -  AA9276
 AA9276  STATE/COUNTY-  PA/CHESTER
 AA9276  USGS QUAD   -  COATESVILLE (1997)
 AA9276
 AA9276                         *CURRENT SURVEY CONTROL
 AA9276  ___________________________________________________________________
 AA9276* NAD 83(1992)-  39 58 50.62823(N)    075 52 27.22953(W)     ADJUSTED  
 AA9276* NAVD 88     -       193.69   (meters)     635.5    (feet)  GPS OBS   
 AA9276  ___________________________________________________________________
 AA9276  X           -   1,194,436.690 (meters)                     COMP
 AA9276  Y           -  -4,746,216.065 (meters)                     COMP
 AA9276  Z           -   4,076,449.174 (meters)                     COMP
 AA9276  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AA9276  ELLIP HEIGHT-         160.12  (meters)          (03/28/01) GPS OBS
 AA9276  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 AA9276
 AA9276  HORZ ORDER  -  A
 AA9276  ELLP ORDER  -  THIRD     CLASS II
 AA9276
 AA9276.This mark is at Chester Co G O Carlson Airport (40N)
 AA9276
 AA9276.The horizontal coordinates were established by GPS observations
 AA9276.and adjusted by the National Geodetic Survey in March 2001..
 AA9276
 AA9276.The orthometric height was determined by GPS observations and a
 AA9276.high-resolution geoid model.
 AA9276
 AA9276.GPS derived orthometric heights for airport stations designated as
 AA9276.PACS or SACS are published to 2 decimal places.  This maintains
 AA9276.centimeter relative accuracy between the PACS and SACS.  It does
 AA9276.not indicate centimeter accuracy relative to other marks which are
 AA9276.part of the NAVD 88 network.
 AA9276
 AA9276.Photographs are available for this station.
 AA9276
 AA9276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9276
 AA9276.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9276
 AA9276.The ellipsoidal height was determined by GPS observations
 AA9276.and is referenced to NAD 83.
 AA9276
 AA9276.The geoid height was determined by GEOID03.
 AA9276
 AA9276;                    North         East     Units Scale Factor Converg.
 AA9276;SPC PA S     -    73,585.044   760,211.035   MT  0.99999293   +1 13 01.2
 AA9276;SPC PA S     -   241,420.27  2,494,125.70   sFT  0.99999293   +1 13 01.2
 AA9276;UTM  18      - 4,425,984.370   425,354.470   MT  0.99966859   -0 33 42.3
 AA9276
 AA9276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9276!SPC PA S     -   0.99997488  x   0.99999293  =   0.99996781
 AA9276!UTM  18      -   0.99997488  x   0.99966859  =   0.99964348
 AA9276
 AA9276                          SUPERSEDED SURVEY CONTROL
 AA9276
 AA9276  NAD 83(1992)-  39 58 50.62916(N)    075 52 27.22818(W) AD(       ) 1
 AA9276  ELLIP H (04/02/98)  160.18   (m)                       GP(       ) 4 2
 AA9276  NAD 83(1993)-  39 58 50.62877(N)    075 52 27.22830(W) AD(       ) 1
 AA9276  ELLIP H (11/30/95)  160.22   (m)                       GP(       ) 4 2
 AA9276
 AA9276.Superseded values are not recommended for survey control.
 AA9276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9276.See file dsdata.txt to determine how the superseded data were derived.
 AA9276
 AA9276_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK2535425984(NAD 83)
 AA9276_MARKER: I = METAL ROD
 AA9276_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA9276_STAMPING: 40N I 1994
 AA9276_MARK LOGO: NGS   
 AA9276_PROJECTION: FLUSH
 AA9276_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA9276+STABILITY: POSITION/ELEVATION WELL
 AA9276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9276+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2000
 AA9276_ROD/PIPE-DEPTH: 2.13 meters
 AA9276_SLEEVE-DEPTH  : 1 meters
 AA9276
 AA9276  HISTORY     - Date     Condition        Report By
 AA9276  HISTORY     - 1994     MONUMENTED       NGS
 AA9276  HISTORY     - 19940909 GOOD             NGS
 AA9276  HISTORY     - 19960920 GOOD             NGS
 AA9276  HISTORY     - 20000307 GOOD             NGS
 AA9276  HISTORY     - 20000925 GOOD             NGS
 AA9276  HISTORY     - 20001010 GOOD             NJGS
 AA9276
 AA9276                          STATION DESCRIPTION
 AA9276
 AA9276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9276'THE STATION IS LOCATED ABOUT 29.0 MI (46.7 KM) SOUTH OF READING, 21.0
 AA9276'MI (33.8 KM) EAST SOUTHEAST OF LANCASTER, 2.5 MI (4.0 KM) WEST OF
 AA9276'COATESVILLE AND AT THE CHESTER COUNTY AIRPORT IN THE GRASS MEDIAN
 AA9276'BETWEEN THE RUNWAY AND PARALLEL TAXIWAY NEAR THE APPROACH END OF
 AA9276'RUNWAY 11.  OWNERSHIP--- CHESTER COUNTY AIRPORT AUTHORITY, AIRPORT
 AA9276'MANAGER, ALEX SHEVES, PO BOX 311, COATESVILLE, PA.  19320.  PHONE
 AA9276'(215) 384-9000.
 AA9276' 
 AA9276'TO REACH THE STATION FROM THE JUCTION OF U.S.  HIGHWAY 30 BUSINESS
 AA9276'ROUTE AND STATE HIGHWAY 82 NORTH IN COATESVILLE, GO WEST ON U.S.
 AA9276'HIGHWAY 30 BUSINESS ROUTE FOR 0.4 MI (0.6 KM) TO THE JUCTION OF STATE
 AA9276'HIGHWAY 82 SOUTH ON THE LEFT, CONTINUE AHEAD AND GO WEST ON U.S.
 AA9276'HIGHWAY 30 BUSINESS ROUTE FOR 2.0 MI (3.2 KM) TO A PAVED ROAD LEFT,
 AA9276'TURN LEFT AND GO SOUTHERLY ON AIRPORT ENTRANCE ROAD FOR 0.3 MI (0.5
 AA9276'KM) TO THE TERMINAL ON THE LEFT AND RAMP AHEAD, CONTINUE AHEAD AND GO
 AA9276'SOUTHERLY ACROSS THE RAMP FOR 0.05 MI (0.08 KM) TO THE INTERSECTION OF
 AA9276'THE PARALLEL TAXIWAY, TURN RIGHT AND GO NORTHWEST ON THE TAXIWAY FOR
 AA9276'0.6 MI (1.0 KM) TO THE TAXIWAY HOLD LINE AND THE STATION ON THE LEFT.
 AA9276' 
 AA9276'THE STATION IS 213.3 FT (65.0 M) EAST FROM THE CENTERLINE AT END OF
 AA9276'RUNWAY, 130.25 FT (39.70 M) SOUTH FROM THE TAXIWAYAT THE HOLD LINE,
 AA9276'86.3 FT (26.3 M) NORTHEAST FROM THE NORTHEAST EDGE OF RUNWAY 11/29.
 AA9276' 
 AA9276'DESCRIBED BY CFS.
 AA9276
 AA9276                          STATION RECOVERY (1996)
 AA9276
 AA9276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9276'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES. THE STATION IS 78.0
 AA9276'FT (23.8 M) SOUTH OF THE EDGE OF THE TAXIWAY AT THE HOLDLINE.  43.4 FT
 AA9276'(13.2 M) SOUTH SOUTHEAST OF A RUNWAY 11 SIGN.  86.3 FT (26.3 M) NORTH
 AA9276'NORTHEAST OF THE EDGE OF THE RUNWAY.  AND 78.0 FT (23.8 M) NORTH OF
 AA9276'RUNWAY LIGHT NUMBER 1-55.
 AA9276
 AA9276                          STATION RECOVERY (2000)
 AA9276
 AA9276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AA9276'RECOVERED AS DESCRIBED.  NOTE--CONTACT MR. BRUCE SAGNOR, FBO, PHONE
 AA9276'610-384-9000, ONE DAY IN ADVANCE BEFORE OCCUPYING THIS STATION. ESCORT
 AA9276'TO STATION REQUIRED.  THIS STATION CAN BE USED AS A CTCORS SITE.
 AA9276'PERMISSION WAS GRANTED BY MR. GEORGE MARTYN, AIRPORT AUTHORITY BOARD,
 AA9276'PHONE 610-696-6484.
 AA9276
 AA9276                          STATION RECOVERY (2000)
 AA9276
 AA9276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AA9276'RECOVERED AS DESCRIBED.
 AA9276'
 AA9276
 AA9276                          STATION RECOVERY (2000)
 AA9276
 AA9276'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 2000 (WP)
 AA9276'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0846 ***********************************************************************
 MA0846  DESIGNATION -  41
 MA0846  PID         -  MA0846
 MA0846  STATE/COUNTY-  PA/WARREN
 MA0846  USGS QUAD   -  YOUNGSVILLE (1981)
 MA0846
 MA0846                         *CURRENT SURVEY CONTROL
 MA0846  ___________________________________________________________________
 MA0846* NAD 83(1986)-  41 50 22.     (N)    079 15 51.     (W)     SCALED    
 MA0846* NAVD 88     -       355.734  (meters)    1167.10   (feet)  ADJUSTED  
 MA0846  ___________________________________________________________________
 MA0846  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MA0846  DYNAMIC HT  -         355.584 (meters)    1166.61  (feet)  COMP
 MA0846  MODELED GRAV-     980,192.4   (mgal)                       NAVD 88
 MA0846
 MA0846  VERT ORDER  -  FIRST     CLASS II
 MA0846
 MA0846.The horizontal coordinates were scaled from a topographic map and have
 MA0846.an estimated accuracy of +/- 6 seconds.
 MA0846
 MA0846.The orthometric height was determined by differential leveling
 MA0846.and adjusted by the National Geodetic Survey in June 1991..
 MA0846.WARNING-Repeat measurements at this control monument indicate possible
 MA0846.vertical movement.
 MA0846
 MA0846.The geoid height was determined by GEOID03.
 MA0846
 MA0846.The dynamic height is computed by dividing the NAVD 88
 MA0846.geopotential number by the normal gravity value computed on the
 MA0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0846.degrees latitude (g = 980.6199 gals.).
 MA0846
 MA0846.The modeled gravity was interpolated from observed gravity values.
 MA0846
 MA0846;                    North         East    Units  Estimated Accuracy
 MA0846;SPC PA N     -   186,870.      474,240.      MT  (+/- 180 meters Scaled)
 MA0846
 MA0846                          SUPERSEDED SURVEY CONTROL
 MA0846
 MA0846  NGVD 29 (??/??/92)  355.895  (m)         1167.63   (f) ADJ UNCH    1 2
 MA0846
 MA0846.Superseded values are not recommended for survey control.
 MA0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0846.See file dsdata.txt to determine how the superseded data were derived.
 MA0846
 MA0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG441334(NAD 83)
 MA0846_MARKER: Z = SEE DESCRIPTION
 MA0846_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0846_SP_SET: PARAPET
 MA0846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0846
 MA0846  HISTORY     - Date     Condition        Report By
 MA0846  HISTORY     - UNK      MONUMENTED       PRR
 MA0846  HISTORY     - 1935     GOOD             NGS
 MA0846
 MA0846                          STATION DESCRIPTION
 MA0846
 MA0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA0846'AT IRVINETON.
 MA0846'AT IRVINETON, WARREN COUNTY, ON THE PENNSYLVANIA RAILROAD, 290
 MA0846'FEET EAST OF THE STATION, AT DOUBLE-TRACK GIRDER BRIDGE 60.09,
 MA0846'IN THE TOP OF THE SOUTHWEST CORNER OF THE WEST PARAPET, AND
 MA0846'ABOUT 3 FEET LOWER THAN THE TRACK.  A COPPER PLUG, MARKED BM 41.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1025 ***********************************************************************
 MA1025  DESIGNATION -  41
 MA1025  PID         -  MA1025
 MA1025  STATE/COUNTY-  PA/JEFFERSON
 MA1025  USGS QUAD   -  CORSICA (1987)
 MA1025
 MA1025                         *CURRENT SURVEY CONTROL
 MA1025  ___________________________________________________________________
 MA1025* NAD 83(1986)-  41 08 02.     (N)    079 08 31.     (W)     SCALED    
 MA1025* NAVD 88     -       366.576  (meters)    1202.67   (feet)  ADJUSTED  
 MA1025  ___________________________________________________________________
 MA1025  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 MA1025  DYNAMIC HT  -         366.403 (meters)    1202.11  (feet)  COMP
 MA1025  MODELED GRAV-     980,142.9   (mgal)                       NAVD 88
 MA1025
 MA1025  VERT ORDER  -  SECOND    CLASS 0
 MA1025
 MA1025.The horizontal coordinates were scaled from a topographic map and have
 MA1025.an estimated accuracy of +/- 6 seconds.
 MA1025
 MA1025.The orthometric height was determined by differential leveling
 MA1025.and adjusted by the National Geodetic Survey in June 1991..
 MA1025
 MA1025.The geoid height was determined by GEOID03.
 MA1025
 MA1025.The dynamic height is computed by dividing the NAVD 88
 MA1025.geopotential number by the normal gravity value computed on the
 MA1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1025.degrees latitude (g = 980.6199 gals.).
 MA1025
 MA1025.The modeled gravity was interpolated from observed gravity values.
 MA1025
 MA1025;                    North         East    Units  Estimated Accuracy
 MA1025;SPC PA N     -   108,350.      483,130.      MT  (+/- 180 meters Scaled)
 MA1025
 MA1025                          SUPERSEDED SURVEY CONTROL
 MA1025
 MA1025  NGVD 29 (??/??/92)  366.751  (m)         1203.25   (f) ADJ UNCH    2 0
 MA1025
 MA1025.Superseded values are not recommended for survey control.
 MA1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1025.See file dsdata.txt to determine how the superseded data were derived.
 MA1025
 MA1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF559552(NAD 83)
 MA1025_MARKER: Q = CHISELED SQUARE
 MA1025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1025_SP_SET: ABUTMENT
 MA1025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1025
 MA1025  HISTORY     - Date     Condition        Report By
 MA1025  HISTORY     - UNK      MONUMENTED       PRR
 MA1025  HISTORY     - 1935     GOOD             NGS
 MA1025
 MA1025                          STATION DESCRIPTION
 MA1025
 MA1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1025'0.6 MI E FROM BAXTER.
 MA1025'ABOUT 0.6 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA1025'STATION AT BAXTER, JEFFERSON COUNTY, AT 30-FOOT SPAN GIRDER
 MA1025'BRIDGE 37.18, ON THE TOP OF THE BACK WALL OF THE EAST MASONRY
 MA1025'ABUTMENT, 14 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND
 MA1025'ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A CHISELED SQUARE,
 MA1025'MARKED B.M. 41.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1180 ***********************************************************************
 KX1180  DESIGNATION -  41
 KX1180  PID         -  KX1180
 KX1180  STATE/COUNTY-  PA/SOMERSET
 KX1180  USGS QUAD   -  BOSWELL (1993)
 KX1180
 KX1180                         *CURRENT SURVEY CONTROL
 KX1180  ___________________________________________________________________
 KX1180* NAD 83(1986)-  40 10 28.     (N)    079 01 08.     (W)     SCALED    
 KX1180* NAVD 88     -       564.267  (meters)    1851.27   (feet)  ADJUSTED  
 KX1180  ___________________________________________________________________
 KX1180  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 KX1180  DYNAMIC HT  -         563.940 (meters)    1850.19  (feet)  COMP
 KX1180  MODELED GRAV-     980,028.7   (mgal)                       NAVD 88
 KX1180
 KX1180  VERT ORDER  -  SECOND    CLASS 0
 KX1180
 KX1180.The horizontal coordinates were scaled from a topographic map and have
 KX1180.an estimated accuracy of +/- 6 seconds.
 KX1180
 KX1180.The orthometric height was determined by differential leveling
 KX1180.and adjusted by the National Geodetic Survey in June 1991..
 KX1180
 KX1180.The geoid height was determined by GEOID03.
 KX1180
 KX1180.The dynamic height is computed by dividing the NAVD 88
 KX1180.geopotential number by the normal gravity value computed on the
 KX1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1180.degrees latitude (g = 980.6199 gals.).
 KX1180
 KX1180.The modeled gravity was interpolated from observed gravity values.
 KX1180
 KX1180;                    North         East    Units  Estimated Accuracy
 KX1180;SPC PA S     -    94,170.      491,930.      MT  (+/- 180 meters Scaled)
 KX1180
 KX1180                          SUPERSEDED SURVEY CONTROL
 KX1180
 KX1180  NGVD 29 (??/??/92)  564.398  (m)         1851.70   (f) ADJ UNCH    2 0
 KX1180
 KX1180.Superseded values are not recommended for survey control.
 KX1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1180.See file dsdata.txt to determine how the superseded data were derived.
 KX1180
 KX1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE686490(NAD 83)
 KX1180_MARKER: DD = SURVEY DISK
 KX1180_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1180_SP_SET: BRIDGE
 KX1180_STAMPING: 11 CMP USGS 1965
 KX1180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1180
 KX1180  HISTORY     - Date     Condition        Report By
 KX1180  HISTORY     - 1965     MONUMENTED       PADT
 KX1180  HISTORY     - 1967     GOOD             NGS
 KX1180
 KX1180                          STATION DESCRIPTION
 KX1180
 KX1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX1180'1.2 MI NE FROM BOSWELL.
 KX1180'1.2 MILES NORTHEAST ALONG STATE HIGHWAY 601 FROM THE RAILROAD
 KX1180'OVERPASS IN BOSWELL, SET IN THE TOP OF THE SOUTHEAST WINGWALL OF
 KX1180'A BRIDGE, 17 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY AND IS
 KX1180'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0508 ***********************************************************************
 LZ0508  DESIGNATION -  41
 LZ0508  PID         -  LZ0508
 LZ0508  STATE/COUNTY-  PA/BRADFORD
 LZ0508  USGS QUAD   -  CANTON (1970)
 LZ0508
 LZ0508                         *CURRENT SURVEY CONTROL
 LZ0508  ___________________________________________________________________
 LZ0508* NAD 83(1986)-  41 39 38.     (N)    076 51 13.     (W)     SCALED    
 LZ0508* NAVD 88     -       383.906  (meters)    1259.53   (feet)  ADJUSTED  
 LZ0508  ___________________________________________________________________
 LZ0508  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 LZ0508  DYNAMIC HT  -         383.735 (meters)    1258.97  (feet)  COMP
 LZ0508  MODELED GRAV-     980,167.4   (mgal)                       NAVD 88
 LZ0508
 LZ0508  VERT ORDER  -  SECOND    CLASS 0
 LZ0508
 LZ0508.The horizontal coordinates were scaled from a topographic map and have
 LZ0508.an estimated accuracy of +/- 6 seconds.
 LZ0508
 LZ0508.The orthometric height was determined by differential leveling
 LZ0508.and adjusted by the National Geodetic Survey in June 1991..
 LZ0508
 LZ0508.The geoid height was determined by GEOID03.
 LZ0508
 LZ0508.The dynamic height is computed by dividing the NAVD 88
 LZ0508.geopotential number by the normal gravity value computed on the
 LZ0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0508.degrees latitude (g = 980.6199 gals.).
 LZ0508
 LZ0508.The modeled gravity was interpolated from observed gravity values.
 LZ0508
 LZ0508;                    North         East    Units  Estimated Accuracy
 LZ0508;SPC PA N     -   166,290.      674,660.      MT  (+/- 180 meters Scaled)
 LZ0508
 LZ0508                          SUPERSEDED SURVEY CONTROL
 LZ0508
 LZ0508  NGVD 29 (??/??/92)  384.050  (m)         1260.00   (f) ADJ UNCH    2 0
 LZ0508
 LZ0508.Superseded values are not recommended for survey control.
 LZ0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0508.See file dsdata.txt to determine how the superseded data were derived.
 LZ0508
 LZ0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM456137(NAD 83)
 LZ0508_MARKER: DB = BENCH MARK DISK
 LZ0508_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0508_SP_SET: CONCRETE BLOCK
 LZ0508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0508
 LZ0508  HISTORY     - Date     Condition        Report By
 LZ0508  HISTORY     - UNK      MONUMENTED       PRR
 LZ0508  HISTORY     - 1934     GOOD             NGS
 LZ0508  HISTORY     - 1944     MARK NOT FOUND   NGS
 LZ0508
 LZ0508                          STATION DESCRIPTION
 LZ0508
 LZ0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0508'AT CANTON.
 LZ0508'AT CANTON, BRADFORD COUNTY, ABOUT 500 FEET NORTH OF THE
 LZ0508'PENNSYLVANIA RAILROAD STATION, AT A CONCRETE CULVERT (BRIDGE 38.61,
 LZ0508'30-FOOT SPAN), IN THE TOP OF A CONCRETE BLOCK, 2 FEET SOUTH OF
 LZ0508'THE SOUTH END OF THE EAST HEAD WALL, 4 FEET EAST OF THE EAST
 LZ0508'RAIL, AND 1 FOOT HIGHER THAN THE RAIL.  (CHARACTER OF BENCH
 LZ0508'MARK UNK    ).
 LZ0508
 LZ0508                          STATION RECOVERY (1944)
 LZ0508
 LZ0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 LZ0508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1223 ***********************************************************************
 LZ1223  DESIGNATION -  41 USGS
 LZ1223  PID         -  LZ1223
 LZ1223  STATE/COUNTY-  PA/CLINTON
 LZ1223  USGS QUAD   -  BEECH CREEK (1973)
 LZ1223
 LZ1223                         *CURRENT SURVEY CONTROL
 LZ1223  ___________________________________________________________________
 LZ1223* NAD 83(1986)-  41 05 53.     (N)    077 31 15.     (W)     SCALED    
 LZ1223* NAVD 88     -       175.972  (meters)     577.33   (feet)  ADJUSTED  
 LZ1223  ___________________________________________________________________
 LZ1223  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 LZ1223  DYNAMIC HT  -         175.892 (meters)     577.07  (feet)  COMP
 LZ1223  MODELED GRAV-     980,166.3   (mgal)                       NAVD 88
 LZ1223
 LZ1223  VERT ORDER  -  SECOND    CLASS 0
 LZ1223
 LZ1223.The horizontal coordinates were scaled from a topographic map and have
 LZ1223.an estimated accuracy of +/- 6 seconds.
 LZ1223
 LZ1223.The orthometric height was determined by differential leveling
 LZ1223.and adjusted by the National Geodetic Survey in June 1991..
 LZ1223
 LZ1223.The geoid height was determined by GEOID03.
 LZ1223
 LZ1223.The dynamic height is computed by dividing the NAVD 88
 LZ1223.geopotential number by the normal gravity value computed on the
 LZ1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1223.degrees latitude (g = 980.6199 gals.).
 LZ1223
 LZ1223.The modeled gravity was interpolated from observed gravity values.
 LZ1223
 LZ1223;                    North         East    Units  Estimated Accuracy
 LZ1223;SPC PA N     -   103,460.      619,250.      MT  (+/- 180 meters Scaled)
 LZ1223
 LZ1223                          SUPERSEDED SURVEY CONTROL
 LZ1223
 LZ1223  NGVD 29 (??/??/92)  176.175  (m)          578.00   (f) ADJ UNCH    2 0
 LZ1223
 LZ1223.Superseded values are not recommended for survey control.
 LZ1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1223.See file dsdata.txt to determine how the superseded data were derived.
 LZ1223
 LZ1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL882527(NAD 83)
 LZ1223_MARKER: DD = SURVEY DISK
 LZ1223_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1223_SP_SET: BRIDGE
 LZ1223_STAMPING: 41 SKS USGS 1966
 LZ1223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1223
 LZ1223  HISTORY     - Date     Condition        Report By
 LZ1223  HISTORY     - 1966     MONUMENTED       PADH
 LZ1223  HISTORY     - 1969     GOOD             NGS
 LZ1223
 LZ1223                          STATION DESCRIPTION
 LZ1223
 LZ1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ1223'4 MI NE FROM BEECH CREEK.
 LZ1223'ABOUT 4.0 MILES NORTHEAST ALONG U.S. HIGHWAY 220 FROM THE POST
 LZ1223'OFFICE IN BEECH CREEK, ABOUT 5.10 MILES SOUTHEAST ALONG U.S.
 LZ1223'HIGHWAY 220 FROM THE POST OFFICE IN LOCK HAVEN, 17 FEET SOUTHEAST
 LZ1223'OF THE CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST
 LZ1223'WINGWALL OF A BRIDGE AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE
 LZ1223'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1510 ***********************************************************************
 JV1510  DESIGNATION -  411 USGS
 JV1510  PID         -  JV1510
 JV1510  STATE/COUNTY-  PA/YORK
 JV1510  USGS QUAD   -  WEST YORK (1973)
 JV1510
 JV1510                         *CURRENT SURVEY CONTROL
 JV1510  ___________________________________________________________________
 JV1510* NAD 83(1986)-  39 54 34.     (N)    076 45 16.     (W)     SCALED    
 JV1510* NAVD 88     -       125.143  (meters)     410.57   (feet)  ADJUSTED  
 JV1510  ___________________________________________________________________
 JV1510  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 JV1510  DYNAMIC HT  -         125.080 (meters)     410.37  (feet)  COMP
 JV1510  MODELED GRAV-     980,115.4   (mgal)                       NAVD 88
 JV1510
 JV1510  VERT ORDER  -  SECOND    CLASS 0
 JV1510
 JV1510.The horizontal coordinates were scaled from a topographic map and have
 JV1510.an estimated accuracy of +/- 6 seconds.
 JV1510
 JV1510.The orthometric height was determined by differential leveling
 JV1510.and adjusted by the National Geodetic Survey in June 1991..
 JV1510
 JV1510.The geoid height was determined by GEOID03.
 JV1510
 JV1510.The dynamic height is computed by dividing the NAVD 88
 JV1510.geopotential number by the normal gravity value computed on the
 JV1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1510.degrees latitude (g = 980.6199 gals.).
 JV1510
 JV1510.The modeled gravity was interpolated from observed gravity values.
 JV1510
 JV1510;                    North         East    Units  Estimated Accuracy
 JV1510;SPC PA S     -    64,450.      685,130.      MT  (+/- 180 meters Scaled)
 JV1510
 JV1510                          SUPERSEDED SURVEY CONTROL
 JV1510
 JV1510  NGVD 29 (??/??/??)  125.397  (m)          411.41   (f) ADJUSTED    2 0
 JV1510
 JV1510.Superseded values are not recommended for survey control.
 JV1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1510.See file dsdata.txt to determine how the superseded data were derived.
 JV1510
 JV1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK500191(NAD 83)
 JV1510_MARKER: DD = SURVEY DISK
 JV1510_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV1510_SP_SET: STEP
 JV1510_STAMPING: 411
 JV1510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV1510
 JV1510  HISTORY     - Date     Condition        Report By
 JV1510  HISTORY     - UNK      MONUMENTED       USGS
 JV1510  HISTORY     - 1935     GOOD             CGS
 JV1510  HISTORY     - 20050318 MARK NOT FOUND   GEOCAC
 JV1510
 JV1510                          STATION DESCRIPTION
 JV1510
 JV1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1510'AT BRILHART.
 JV1510'AT BRILHART, YORK COUNTY, ABOUT 84 FEET SOUTHWEST OF THE
 JV1510'PENNSYLVANIA RAILROAD STATION, IN THE TOP OF THE WEST STONE STEP
 JV1510'OF A BRICK HOUSE, 6 INCHES WEST OF THE DOOR-CASING, AND 24 FEET
 JV1510'SOUTH OF THE CENTER LINE OF THE MAIN TRACK.  A UNITED STATES
 JV1510'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 411.
 JV1510
 JV1510                          STATION RECOVERY (2005)
 JV1510
 JV1510'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 JV1510'STEP IS COVERED WITH 2 INCHED OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0598 ***********************************************************************
 KW0598  DESIGNATION -  414
 KW0598  PID         -  KW0598
 KW0598  STATE/COUNTY-  PA/LANCASTER
 KW0598  USGS QUAD   -  COLUMBIA EAST (1995)
 KW0598
 KW0598                         *CURRENT SURVEY CONTROL
 KW0598  ___________________________________________________________________
 KW0598* NAD 83(1986)-  40 02 25.     (N)    076 28 36.     (W)     SCALED    
 KW0598* NAVD 88     -       125.851  (meters)     412.90   (feet)  ADJUSTED  
 KW0598  ___________________________________________________________________
 KW0598  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KW0598  DYNAMIC HT  -         125.786 (meters)     412.68  (feet)  COMP
 KW0598  MODELED GRAV-     980,108.7   (mgal)                       NAVD 88
 KW0598
 KW0598  VERT ORDER  -  SECOND    CLASS 0
 KW0598
 KW0598.The horizontal coordinates were scaled from a topographic map and have
 KW0598.an estimated accuracy of +/- 6 seconds.
 KW0598
 KW0598.The orthometric height was determined by differential leveling
 KW0598.and adjusted by the National Geodetic Survey in June 1991..
 KW0598
 KW0598.The geoid height was determined by GEOID03.
 KW0598
 KW0598.The dynamic height is computed by dividing the NAVD 88
 KW0598.geopotential number by the normal gravity value computed on the
 KW0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0598.degrees latitude (g = 980.6199 gals.).
 KW0598
 KW0598.The modeled gravity was interpolated from observed gravity values.
 KW0598
 KW0598;                    North         East    Units  Estimated Accuracy
 KW0598;SPC PA S     -    79,280.      708,670.      MT  (+/- 180 meters Scaled)
 KW0598
 KW0598                          SUPERSEDED SURVEY CONTROL
 KW0598
 KW0598  NGVD 29 (??/??/??)  126.094  (m)          413.69   (f) ADJUSTED    2 0
 KW0598
 KW0598.Superseded values are not recommended for survey control.
 KW0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0598.See file dsdata.txt to determine how the superseded data were derived.
 KW0598
 KW0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK740332(NAD 83)
 KW0598_MARKER: Q = CHISELED SQUARE
 KW0598_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0598_SP_SET: SIGN BASE
 KW0598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0598
 KW0598  HISTORY     - Date     Condition        Report By
 KW0598  HISTORY     - UNK      MONUMENTED       CGS
 KW0598  HISTORY     - 1935     GOOD             CGS
 KW0598  HISTORY     - 20050530 MARK NOT FOUND   GEOCAC
 KW0598
 KW0598                          STATION DESCRIPTION
 KW0598
 KW0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0598'1.2 MI W FROM CORDELIA.
 KW0598'ABOUT 1.2 MILES WEST ALONG THE READING CO. RAILWAY FROM THE
 KW0598'STATION AT CORDELIA, LANCASTER COUNTY.  IN THE TOP OF THE BASE OF
 KW0598'A CROSSING SIGN, AT A PRIVATE-ROAD CROSSING, 21 FEET NORTH OF THE
 KW0598'ROAD, AND 12 FEET EAST OF THE CENTER LINE OF THE TRACK.  A
 KW0598'CHISELED SQUARE.
 KW0598
 KW0598                          STATION RECOVERY (2005)
 KW0598
 KW0598'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0598'TRACKS HAVE BEEN REMOVED. NEW ROAD AND DRIVEWAY EXIST AT THIS
 KW0598'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1506 ***********************************************************************
 KV1506  DESIGNATION -  417=EMAUS PDH
 KV1506  PID         -  KV1506
 KV1506  STATE/COUNTY-  PA/LEHIGH
 KV1506  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV1506
 KV1506                         *CURRENT SURVEY CONTROL
 KV1506  ___________________________________________________________________
 KV1506* NAD 83(1986)-  40 31 55.     (N)    075 29 56.     (W)     SCALED    
 KV1506* NAVD 88     -       126.882  (meters)     416.28   (feet)  ADJUSTED  
 KV1506  ___________________________________________________________________
 KV1506  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 KV1506  DYNAMIC HT  -         126.819 (meters)     416.07  (feet)  COMP
 KV1506  MODELED GRAV-     980,125.5   (mgal)                       NAVD 88
 KV1506
 KV1506  VERT ORDER  -  FIRST     CLASS II
 KV1506
 KV1506.The horizontal coordinates were scaled from a topographic map and have
 KV1506.an estimated accuracy of +/- 6 seconds.
 KV1506
 KV1506.The orthometric height was determined by differential leveling
 KV1506.and adjusted by the National Geodetic Survey in June 1991..
 KV1506
 KV1506.The geoid height was determined by GEOID03.
 KV1506
 KV1506.The dynamic height is computed by dividing the NAVD 88
 KV1506.geopotential number by the normal gravity value computed on the
 KV1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1506.degrees latitude (g = 980.6199 gals.).
 KV1506
 KV1506.The modeled gravity was interpolated from observed gravity values.
 KV1506
 KV1506;                    North         East    Units  Estimated Accuracy
 KV1506;SPC PA S     -   135,520.      790,700.      MT  (+/- 180 meters Scaled)
 KV1506
 KV1506                          SUPERSEDED SURVEY CONTROL
 KV1506
 KV1506  NGVD 29 (??/??/??)  127.088  (m)          416.95   (f) ADJUSTED    1 2
 KV1506
 KV1506.Superseded values are not recommended for survey control.
 KV1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1506.See file dsdata.txt to determine how the superseded data were derived.
 KV1506
 KV1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK577869(NAD 83)
 KV1506_MARKER: Z = SEE DESCRIPTION
 KV1506_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1506_SP_SET: FIRE HYDRANT
 KV1506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1506
 KV1506  HISTORY     - Date     Condition        Report By
 KV1506  HISTORY     - 1932     MONUMENTED       PADH
 KV1506  HISTORY     - 1932     GOOD             CGS
 KV1506  HISTORY     - 1936     GOOD             CGS
 KV1506
 KV1506                          STATION DESCRIPTION
 KV1506
 KV1506'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1506'AT EMAUS.
 KV1506'AT EMAUS, LEHIGH COUNTY, AT THE NORTHEAST CORNER OF CHESTNUT AND
 KV1506'SEVENTH STREETS, AND ON THE FIRE HYDRANT.  THE TOP OF THE TOP NUT.
 KV1506
 KV1506                          STATION RECOVERY (1936)
 KV1506
 KV1506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 KV1506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0283 ***********************************************************************
 MB0283  DESIGNATION -  418.14
 MB0283  PID         -  MB0283
 MB0283  STATE/COUNTY-  PA/MERCER
 MB0283  USGS QUAD   -  GREENVILLE WEST (1990)
 MB0283
 MB0283                         *CURRENT SURVEY CONTROL
 MB0283  ___________________________________________________________________
 MB0283* NAD 83(1986)-  41 29 04.     (N)    080 26 39.     (W)     SCALED    
 MB0283* NAVD 88     -       301.982  (meters)     990.75   (feet)  ADJUSTED  
 MB0283  ___________________________________________________________________
 MB0283  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 MB0283  DYNAMIC HT  -         301.858 (meters)     990.35  (feet)  COMP
 MB0283  MODELED GRAV-     980,203.3   (mgal)                       NAVD 88
 MB0283
 MB0283  VERT ORDER  -  SECOND    CLASS 0
 MB0283
 MB0283.The horizontal coordinates were scaled from a topographic map and have
 MB0283.an estimated accuracy of +/- 6 seconds.
 MB0283
 MB0283.The orthometric height was determined by differential leveling
 MB0283.and adjusted by the National Geodetic Survey in June 1991..
 MB0283
 MB0283.The geoid height was determined by GEOID03.
 MB0283
 MB0283.The dynamic height is computed by dividing the NAVD 88
 MB0283.geopotential number by the normal gravity value computed on the
 MB0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0283.degrees latitude (g = 980.6199 gals.).
 MB0283
 MB0283.The modeled gravity was interpolated from observed gravity values.
 MB0283
 MB0283;                    North         East    Units  Estimated Accuracy
 MB0283;SPC PA N     -   149,840.      375,040.      MT  (+/- 180 meters Scaled)
 MB0283
 MB0283                          SUPERSEDED SURVEY CONTROL
 MB0283
 MB0283  NGVD 29 (??/??/92)  302.165  (m)          991.35   (f) ADJ UNCH    2 0
 MB0283
 MB0283.Superseded values are not recommended for survey control.
 MB0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0283.See file dsdata.txt to determine how the superseded data were derived.
 MB0283
 MB0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF464926(NAD 83)
 MB0283_MARKER: Q = CHISELED SQUARE
 MB0283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0283_SP_SET: PARAPET
 MB0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0283
 MB0283  HISTORY     - Date     Condition        Report By
 MB0283  HISTORY     - UNK      MONUMENTED       NYCRR
 MB0283  HISTORY     - 1935     GOOD             NGS
 MB0283  HISTORY     - 20000201 GOOD             PADT
 MB0283
 MB0283                          STATION DESCRIPTION
 MB0283
 MB0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MB0283'0.4 MI W FROM JAMESTOWN.
 MB0283'0.4 MILE WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MB0283'STATION AT JAMESTOWN, AT STATION 1881+50, AT 24-FOOT STONE-ARCH
 MB0283'BRIDGE 87 OVER STATE HIGHWAY 458, ON THE TOP OF THE NORTHEAST
 MB0283'CORNER OF THE NORTH PARAPET, 9 FEET NORTH OF THE NORTH RAIL, AND
 MB0283'ABOUT 1 FOOT LOWER THAN THE TRACK.  A CHISELED CROSS.
 MB0283
 MB0283                          STATION RECOVERY (2000)
 MB0283
 MB0283'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (JW)
 MB0283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1527 ***********************************************************************
 JV1527  DESIGNATION -  41.96 USGS
 JV1527  PID         -  JV1527
 JV1527  STATE/COUNTY-  PA/YORK
 JV1527  USGS QUAD   -  GLEN ROCK (1984)
 JV1527
 JV1527                         *CURRENT SURVEY CONTROL
 JV1527  ___________________________________________________________________
 JV1527* NAD 83(1986)-  39 47 45.     (N)    076 44 06.     (W)     SCALED    
 JV1527* NAVD 88     -       166.765  (meters)     547.13   (feet)  ADJUSTED  
 JV1527  ___________________________________________________________________
 JV1527  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JV1527  DYNAMIC HT  -         166.682 (meters)     546.86  (feet)  COMP
 JV1527  MODELED GRAV-     980,125.7   (mgal)                       NAVD 88
 JV1527
 JV1527  VERT ORDER  -  SECOND    CLASS 0
 JV1527
 JV1527.The horizontal coordinates were scaled from a topographic map and have
 JV1527.an estimated accuracy of +/- 6 seconds.
 JV1527
 JV1527.The orthometric height was determined by differential leveling
 JV1527.and adjusted by the National Geodetic Survey in June 1991..
 JV1527
 JV1527.The geoid height was determined by GEOID03.
 JV1527
 JV1527.The dynamic height is computed by dividing the NAVD 88
 JV1527.geopotential number by the normal gravity value computed on the
 JV1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1527.degrees latitude (g = 980.6199 gals.).
 JV1527
 JV1527.The modeled gravity was interpolated from observed gravity values.
 JV1527
 JV1527;                    North         East    Units  Estimated Accuracy
 JV1527;SPC PA S     -    51,850.      686,930.      MT  (+/- 180 meters Scaled)
 JV1527
 JV1527                          SUPERSEDED SURVEY CONTROL
 JV1527
 JV1527  NGVD 29 (??/??/??)  166.991  (m)          547.87   (f) ADJUSTED    2 0
 JV1527
 JV1527.Superseded values are not recommended for survey control.
 JV1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1527.See file dsdata.txt to determine how the superseded data were derived.
 JV1527
 JV1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK514065(NAD 83)
 JV1527_MARKER: DD = SURVEY DISK
 JV1527_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1527_SP_SET: BRIDGE
 JV1527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV1527+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2002
 JV1527
 JV1527  HISTORY     - Date     Condition        Report By
 JV1527  HISTORY     - UNK      MONUMENTED       USGS
 JV1527  HISTORY     - 1935     GOOD             CGS
 JV1527  HISTORY     - 1961     GOOD             CGS
 JV1527  HISTORY     - 20020602 GOOD             INDIV
 JV1527
 JV1527                          STATION DESCRIPTION
 JV1527
 JV1527'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1527'2.2 MI S FROM LARUE.
 JV1527'2.2 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JV1527'AT LARUE, YORK COUNTY, AT BRIDGE 41.96, AND IN THE TOP OF THE
 JV1527'NORTHEAST CORNER OF THE CONCRETE HEAD WALL.  A UNITED STATES
 JV1527'GEOLOGICAL SURVEY STANDARD DISK.
 JV1527
 JV1527                          STATION RECOVERY (1961)
 JV1527
 JV1527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JV1527'RECOVERED IN GOOD CONDITION.
 JV1527
 JV1527                          STATION RECOVERY (2002)
 JV1527
 JV1527'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JML)
 JV1527'MARKER IS IN PLACE AND IN GENERALLY GOOD CONDITION.  IT DOES HAVE SOME
 JV1527'SCRATCH MARKS IN THE CENTER OF IT THAT HAVE MADE IT SOMEWHAT
 JV1527'ILLEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0318 ***********************************************************************
 MA0318  DESIGNATION -  42
 MA0318  PID         -  MA0318
 MA0318  STATE/COUNTY-  PA/CAMERON
 MA0318  USGS QUAD   -  CAMERON (1971)
 MA0318
 MA0318                         *CURRENT SURVEY CONTROL
 MA0318  ___________________________________________________________________
 MA0318* NAD 83(1986)-  41 27 08.     (N)    078 10 34.     (W)     SCALED    
 MA0318* NAVD 88     -       292.266  (meters)     958.88   (feet)  ADJUSTED  
 MA0318  ___________________________________________________________________
 MA0318  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 MA0318  DYNAMIC HT  -         292.136 (meters)     958.45  (feet)  COMP
 MA0318  MODELED GRAV-     980,173.0   (mgal)                       NAVD 88
 MA0318
 MA0318  VERT ORDER  -  SECOND    CLASS 0
 MA0318
 MA0318.The horizontal coordinates were scaled from a topographic map and have
 MA0318.an estimated accuracy of +/- 6 seconds.
 MA0318
 MA0318.The orthometric height was determined by differential leveling
 MA0318.and adjusted by the National Geodetic Survey in June 1991..
 MA0318
 MA0318.The geoid height was determined by GEOID03.
 MA0318
 MA0318.The dynamic height is computed by dividing the NAVD 88
 MA0318.geopotential number by the normal gravity value computed on the
 MA0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0318.degrees latitude (g = 980.6199 gals.).
 MA0318
 MA0318.The modeled gravity was interpolated from observed gravity values.
 MA0318
 MA0318;                    North         East    Units  Estimated Accuracy
 MA0318;SPC PA N     -   142,850.      564,400.      MT  (+/- 180 meters Scaled)
 MA0318
 MA0318                          SUPERSEDED SURVEY CONTROL
 MA0318
 MA0318  NGVD 29 (??/??/92)  292.425  (m)          959.40   (f) ADJ UNCH    2 0
 MA0318
 MA0318.Superseded values are not recommended for survey control.
 MA0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0318.See file dsdata.txt to determine how the superseded data were derived.
 MA0318
 MA0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF358928(NAD 83)
 MA0318_MARKER: B = BOLT
 MA0318_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0318_SP_SET: ABUTMENT
 MA0318_STAMPING: BM 42
 MA0318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0318
 MA0318  HISTORY     - Date     Condition        Report By
 MA0318  HISTORY     - UNK      MONUMENTED       PRR
 MA0318  HISTORY     - 1934     GOOD             NGS
 MA0318
 MA0318                          STATION DESCRIPTION
 MA0318
 MA0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0318'5.3 MI E FROM EMPORIUM.
 MA0318'5.3 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM EMPORIUM,
 MA0318'CAMERON COUNTY, AT CAMERON, AT BRIDGE 155.20, IN THE TOP OF THE
 MA0318'SOUTH END OF THE WEST STONE ABUTMENT, 12-1/2 FEET SOUTH OF THE
 MA0318'CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE TOP
 MA0318'OF THE RAIL.  A COPPER BOLT, MARKED B.M. 42.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1026 ***********************************************************************
 MA1026  DESIGNATION -  42
 MA1026  PID         -  MA1026
 MA1026  STATE/COUNTY-  PA/JEFFERSON
 MA1026  USGS QUAD   -  CORSICA (1987)
 MA1026
 MA1026                         *CURRENT SURVEY CONTROL
 MA1026  ___________________________________________________________________
 MA1026* NAD 83(1986)-  41 07 50.     (N)    079 07 40.     (W)     SCALED    
 MA1026* NAVD 88     -       368.268  (meters)    1208.23   (feet)  ADJUSTED  
 MA1026  ___________________________________________________________________
 MA1026  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 MA1026  DYNAMIC HT  -         368.095 (meters)    1207.66  (feet)  COMP
 MA1026  MODELED GRAV-     980,142.6   (mgal)                       NAVD 88
 MA1026
 MA1026  VERT ORDER  -  SECOND    CLASS 0
 MA1026
 MA1026.The horizontal coordinates were scaled from a topographic map and have
 MA1026.an estimated accuracy of +/- 6 seconds.
 MA1026
 MA1026.The orthometric height was determined by differential leveling
 MA1026.and adjusted by the National Geodetic Survey in June 1991..
 MA1026
 MA1026.The geoid height was determined by GEOID03.
 MA1026
 MA1026.The dynamic height is computed by dividing the NAVD 88
 MA1026.geopotential number by the normal gravity value computed on the
 MA1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1026.degrees latitude (g = 980.6199 gals.).
 MA1026
 MA1026.The modeled gravity was interpolated from observed gravity values.
 MA1026
 MA1026;                    North         East    Units  Estimated Accuracy
 MA1026;SPC PA N     -   107,960.      484,320.      MT  (+/- 180 meters Scaled)
 MA1026
 MA1026                          SUPERSEDED SURVEY CONTROL
 MA1026
 MA1026  NGVD 29 (??/??/92)  368.445  (m)         1208.81   (f) ADJ UNCH    2 0
 MA1026
 MA1026.Superseded values are not recommended for survey control.
 MA1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1026.See file dsdata.txt to determine how the superseded data were derived.
 MA1026
 MA1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF571549(NAD 83)
 MA1026_MARKER: Q = CHISELED SQUARE
 MA1026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1026_SP_SET: ABUTMENT
 MA1026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1026
 MA1026  HISTORY     - Date     Condition        Report By
 MA1026  HISTORY     - UNK      MONUMENTED       PRR
 MA1026  HISTORY     - 1935     GOOD             NGS
 MA1026
 MA1026                          STATION DESCRIPTION
 MA1026
 MA1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1026'3.5 MI W FROM BROOKVILLE.
 MA1026'ABOUT 3.5 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA1026'STATION AT BROOKVILLE, JEFFERSON COUNTY, ABOUT 100 FEET WEST OF
 MA1026'MILEPOST 38, AT GIRDER BRIDGE 37.96 OVER RED BANK CREEK, ON THE
 MA1026'TOP OF THE BACK WALL OF THE EAST MASONRY ABUTMENT, 20 FEET NORTH
 MA1026'OF THE CENTER LINE OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE
 MA1026'TOP OF THE RAIL.  A CHISELED SQUARE, MARKED B.M. 42.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0976 ***********************************************************************
 KX0976  DESIGNATION -  42
 KX0976  PID         -  KX0976
 KX0976  STATE/COUNTY-  PA/WESTMORELAND
 KX0976  USGS QUAD   -  NEW FLORENCE (1993)
 KX0976
 KX0976                         *CURRENT SURVEY CONTROL
 KX0976  ___________________________________________________________________
 KX0976* NAD 83(1986)-  40 23 26.     (N)    079 07 18.     (W)     SCALED    
 KX0976* NAVD 88     -       321.478  (meters)    1054.72   (feet)  ADJUSTED  
 KX0976  ___________________________________________________________________
 KX0976  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KX0976  DYNAMIC HT  -         321.308 (meters)    1054.16  (feet)  COMP
 KX0976  MODELED GRAV-     980,085.8   (mgal)                       NAVD 88
 KX0976
 KX0976  VERT ORDER  -  FIRST     CLASS I
 KX0976
 KX0976.The horizontal coordinates were scaled from a topographic map and have
 KX0976.an estimated accuracy of +/- 6 seconds.
 KX0976
 KX0976.The orthometric height was determined by differential leveling
 KX0976.and adjusted by the National Geodetic Survey in June 1991..
 KX0976
 KX0976.The geoid height was determined by GEOID03.
 KX0976
 KX0976.The dynamic height is computed by dividing the NAVD 88
 KX0976.geopotential number by the normal gravity value computed on the
 KX0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0976.degrees latitude (g = 980.6199 gals.).
 KX0976
 KX0976.The modeled gravity was interpolated from observed gravity values.
 KX0976
 KX0976;                    North         East    Units  Estimated Accuracy
 KX0976;SPC PA S     -   118,290.      483,550.      MT  (+/- 180 meters Scaled)
 KX0976
 KX0976                          SUPERSEDED SURVEY CONTROL
 KX0976
 KX0976  NGVD 29 (??/??/92)  321.648  (m)         1055.27   (f) ADJ UNCH    1 1
 KX0976
 KX0976.Superseded values are not recommended for survey control.
 KX0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0976.See file dsdata.txt to determine how the superseded data were derived.
 KX0976
 KX0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE594728(NAD 83)
 KX0976_MARKER: B = BOLT
 KX0976_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0976_SP_SET: BRIDGE STONE WALL
 KX0976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0976
 KX0976  HISTORY     - Date     Condition        Report By
 KX0976  HISTORY     - UNK      MONUMENTED       PRR
 KX0976  HISTORY     - 1966     GOOD             NGS
 KX0976
 KX0976                          STATION DESCRIPTION
 KX0976
 KX0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0976'4.2 MI W FROM NEW FLORENCE.
 KX0976'4.2 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE RAILROAD
 KX0976'OVERPASS OVER LIGONIER STREET AT NEW FLORENCE, 110 FEET NORTHWEST
 KX0976'AND ACROSS THE TRACK FROM MILEPOST 293, SET IN THE TOP OF THE
 KX0976'NORTH END OF THE WEST STONE WALL TO THE ARCHED STONE RAILROAD
 KX0976'BRIDGE OVER THE CONEMAUGH RIVER, 19.8 FEET WEST OF THE WEST RAIL
 KX0976'OF THE WEST ONE OF THREE TRACKS, 3.2 FEET SOUTH OF THE NORTH
 KX0976'END OF THE STONE WALL, ABOUT 2 FEET BELOW THE LEVEL OF TRACK AND
 KX0976'A 1-INCH COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1181 ***********************************************************************
 KX1181  DESIGNATION -  42
 KX1181  PID         -  KX1181
 KX1181  STATE/COUNTY-  PA/SOMERSET
 KX1181  USGS QUAD   -  BOSWELL (1993)
 KX1181
 KX1181                         *CURRENT SURVEY CONTROL
 KX1181  ___________________________________________________________________
 KX1181* NAD 83(1986)-  40 09 44.     (N)    079 01 54.     (W)     SCALED    
 KX1181* NAVD 88     -       556.125  (meters)    1824.55   (feet)  ADJUSTED  
 KX1181  ___________________________________________________________________
 KX1181  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KX1181  DYNAMIC HT  -         555.802 (meters)    1823.49  (feet)  COMP
 KX1181  MODELED GRAV-     980,026.5   (mgal)                       NAVD 88
 KX1181
 KX1181  VERT ORDER  -  SECOND    CLASS 0
 KX1181
 KX1181.The horizontal coordinates were scaled from a topographic map and have
 KX1181.an estimated accuracy of +/- 6 seconds.
 KX1181
 KX1181.The orthometric height was determined by differential leveling
 KX1181.and adjusted by the National Geodetic Survey in June 1991..
 KX1181
 KX1181.The geoid height was determined by GEOID03.
 KX1181
 KX1181.The dynamic height is computed by dividing the NAVD 88
 KX1181.geopotential number by the normal gravity value computed on the
 KX1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1181.degrees latitude (g = 980.6199 gals.).
 KX1181
 KX1181.The modeled gravity was interpolated from observed gravity values.
 KX1181
 KX1181;                    North         East    Units  Estimated Accuracy
 KX1181;SPC PA S     -    92,830.      490,820.      MT  (+/- 180 meters Scaled)
 KX1181
 KX1181                          SUPERSEDED SURVEY CONTROL
 KX1181
 KX1181  NGVD 29 (??/??/92)  556.255  (m)         1824.98   (f) ADJ UNCH    2 0
 KX1181
 KX1181.Superseded values are not recommended for survey control.
 KX1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1181.See file dsdata.txt to determine how the superseded data were derived.
 KX1181
 KX1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE676476(NAD 83)
 KX1181_MARKER: DD = SURVEY DISK
 KX1181_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1181_SP_SET: OVERPASS
 KX1181_STAMPING: 42 CMP 1825 1965
 KX1181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1181
 KX1181  HISTORY     - Date     Condition        Report By
 KX1181  HISTORY     - 1965     MONUMENTED       USGS
 KX1181  HISTORY     - 1967     GOOD             NGS
 KX1181
 KX1181                          STATION DESCRIPTION
 KX1181
 KX1181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX1181'AT BOSWELL.
 KX1181'AT BOSWELL, SET IN THE TOP OF THE NORTH HEADWALL OF A RAILROAD
 KX1181'OVERPASS, 1.2 MILES NORTHEAST ALONG STATE HIGHWAY 601 FROM ITS
 KX1181'JUNCTION WITH U.S. HIGHWAY 30 IN JENNER, 43 FEET NORTH OF THE
 KX1181'NORTH RAIL OF THE TRACK, 2.1 FEET EAST OF THE WEST END OF HEADWALL
 KX1181'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK AND IS ABOUT 20 FEET
 KX1181'ABOVE THE LEVEL OF STATE HIGHWAY 601.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1518 ***********************************************************************
 KX1518  DESIGNATION -  42 L
 KX1518  PID         -  KX1518
 KX1518  STATE/COUNTY-  PA/ARMSTRONG
 KX1518  USGS QUAD   -  KITTANNING (1993)
 KX1518
 KX1518                         *CURRENT SURVEY CONTROL
 KX1518  ___________________________________________________________________
 KX1518* NAD 83(1986)-  40 45 54.     (N)    079 32 17.     (W)     SCALED    
 KX1518* NAVD 88     -       240.099  (meters)     787.72   (feet)  ADJUSTED  
 KX1518  ___________________________________________________________________
 KX1518  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KX1518  DYNAMIC HT  -         239.979 (meters)     787.33  (feet)  COMP
 KX1518  MODELED GRAV-     980,119.0   (mgal)                       NAVD 88
 KX1518
 KX1518  VERT ORDER  -  FIRST     CLASS II
 KX1518
 KX1518.The horizontal coordinates were scaled from a topographic map and have
 KX1518.an estimated accuracy of +/- 6 seconds.
 KX1518
 KX1518.The orthometric height was determined by differential leveling
 KX1518.and adjusted by the National Geodetic Survey in June 1991..
 KX1518
 KX1518.The geoid height was determined by GEOID03.
 KX1518
 KX1518.The dynamic height is computed by dividing the NAVD 88
 KX1518.geopotential number by the normal gravity value computed on the
 KX1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1518.degrees latitude (g = 980.6199 gals.).
 KX1518
 KX1518.The modeled gravity was interpolated from observed gravity values.
 KX1518
 KX1518;                    North         East    Units  Estimated Accuracy
 KX1518;SPC PA S     -   160,500.      449,040.      MT  (+/- 180 meters Scaled)
 KX1518
 KX1518                          SUPERSEDED SURVEY CONTROL
 KX1518
 KX1518  NGVD 29 (??/??/92)  240.276  (m)          788.31   (f) ADJ UNCH    1 2
 KX1518
 KX1518.Superseded values are not recommended for survey control.
 KX1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1518.See file dsdata.txt to determine how the superseded data were derived.
 KX1518
 KX1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF233136(NAD 83)
 KX1518_MARKER: B = BOLT
 KX1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1518_STAMPING: L 42 USED
 KX1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1518+STABILITY: SURFACE MOTION
 KX1518
 KX1518  HISTORY     - Date     Condition        Report By
 KX1518  HISTORY     - UNK      MONUMENTED       DOD
 KX1518  HISTORY     - 1941     GOOD             NGS
 KX1518  HISTORY     - 1945     MARK NOT FOUND   LOCSUR
 KX1518
 KX1518                          STATION DESCRIPTION
 KX1518
 KX1518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1518'AT FORD CITY.
 KX1518'AT FORD CITY, ARMSTRONG COUNTY, 195 FEET DOWNSTREAM FROM THE
 KX1518'INTERSECTION OF FIFTH STREET AND THIRD AVENUE, OPPOSITE PLANT 4
 KX1518'OF THE PITTSBURGH GLASS CO., AND 7.1 FEET LANDWARD OF THE LAND
 KX1518'RAIL.  A COPPER BOLT, STAMPED L 42 USED AND SET IN THE TOP OF A
 KX1518'CONCRETE POST.
 KX1518
 KX1518                          STATION RECOVERY (1945)
 KX1518
 KX1518'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1945
 KX1518'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1387 ***********************************************************************
 KW1387  DESIGNATION -  42 PRR
 KW1387  PID         -  KW1387
 KW1387  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW1387  USGS QUAD   -  SUNBURY (1987)
 KW1387
 KW1387                         *CURRENT SURVEY CONTROL
 KW1387  ___________________________________________________________________
 KW1387* NAD 83(1986)-  40 46 41.     (N)    076 50 52.     (W)     SCALED    
 KW1387* NAVD 88     -       133.088  (meters)     436.64   (feet)  ADJUSTED  
 KW1387  ___________________________________________________________________
 KW1387  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 KW1387  DYNAMIC HT  -         133.028 (meters)     436.44  (feet)  COMP
 KW1387  MODELED GRAV-     980,172.4   (mgal)                       NAVD 88
 KW1387
 KW1387  VERT ORDER  -  FIRST     CLASS II
 KW1387
 KW1387.The horizontal coordinates were scaled from a topographic map and have
 KW1387.an estimated accuracy of +/- 6 seconds.
 KW1387
 KW1387.The orthometric height was determined by differential leveling
 KW1387.and adjusted by the National Geodetic Survey in June 1991..
 KW1387
 KW1387.The geoid height was determined by GEOID03.
 KW1387
 KW1387.The dynamic height is computed by dividing the NAVD 88
 KW1387.geopotential number by the normal gravity value computed on the
 KW1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1387.degrees latitude (g = 980.6199 gals.).
 KW1387
 KW1387.The modeled gravity was interpolated from observed gravity values.
 KW1387
 KW1387;                    North         East    Units  Estimated Accuracy
 KW1387;SPC PA N     -    68,290.      676,160.      MT  (+/- 180 meters Scaled)
 KW1387
 KW1387                          SUPERSEDED SURVEY CONTROL
 KW1387
 KW1387  NGVD 29 (??/??/??)  133.319  (m)          437.40   (f) ADJUSTED    1 2
 KW1387
 KW1387.Superseded values are not recommended for survey control.
 KW1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1387.See file dsdata.txt to determine how the superseded data were derived.
 KW1387
 KW1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL440157(NAD 83)
 KW1387_MARKER: Q = CHISELED SQUARE
 KW1387_SETTING: 66 = SET IN ROCK OUTCROP
 KW1387_SP_SET: ROCK OUTCROP
 KW1387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW1387+STABILITY: POSITION/ELEVATION WELL
 KW1387
 KW1387  HISTORY     - Date     Condition        Report By
 KW1387  HISTORY     - UNK      MONUMENTED       PRR
 KW1387  HISTORY     - 1941     GOOD             CGS
 KW1387
 KW1387                          STATION DESCRIPTION
 KW1387
 KW1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1387'4.8 MI N FROM HERNDON.
 KW1387'4.8 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KW1387'AT HERNDON, 88 FEET NORTH OF MILEPOST 132, 9.5 FEET EAST OF THE
 KW1387'EAST RAIL OF THE NORTH-BOUND TRACK, ON A LARGE AND PROMINENT
 KW1387'ROCK OUTCROP, AND NEAR THE SOUTH END.  AN OUTLINED SQUARE,
 KW1387'MARKED BM 42.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1182 ***********************************************************************
 KX1182  DESIGNATION -  42 RESET
 KX1182  PID         -  KX1182
 KX1182  STATE/COUNTY-  PA/SOMERSET
 KX1182  USGS QUAD   -  BOSWELL (1993)
 KX1182
 KX1182                         *CURRENT SURVEY CONTROL
 KX1182  ___________________________________________________________________
 KX1182* NAD 83(1986)-  40 09 44.     (N)    079 01 54.     (W)     SCALED    
 KX1182* NAVD 88     -       555.47   (meters)    1822.4    (feet)  RESET     
 KX1182  ___________________________________________________________________
 KX1182  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KX1182
 KX1182  VERT ORDER  -  THIRD
 KX1182
 KX1182.The horizontal coordinates were scaled from a topographic map and have
 KX1182.an estimated accuracy of +/- 6 seconds.
 KX1182
 KX1182.The orthometric height was computed from unverified reset data.
 KX1182.No vertical observational check was made to the station.
 KX1182
 KX1182.The geoid height was determined by GEOID03.
 KX1182
 KX1182;                    North         East    Units  Estimated Accuracy
 KX1182;SPC PA S     -    92,830.      490,820.      MT  (+/- 180 meters Scaled)
 KX1182
 KX1182                          SUPERSEDED SURVEY CONTROL
 KX1182
 KX1182  NGVD 29 (02/24/03)  555.60   (m)         1822.8    (f) RESET       3  
 KX1182
 KX1182.Superseded values are not recommended for survey control.
 KX1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1182.See file dsdata.txt to determine how the superseded data were derived.
 KX1182
 KX1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE676476(NAD 83)
 KX1182_MARKER: DB = BENCH MARK DISK
 KX1182_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1182_SP_SET: BUILDING
 KX1182_STAMPING: 42 USGS RESET 1974
 KX1182_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX1182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1182
 KX1182  HISTORY     - Date     Condition        Report By
 KX1182  HISTORY     - 1974     MONUMENTED       NGS
 KX1182  HISTORY     - 19980302 GOOD             GWINEN
 KX1182
 KX1182                          STATION DESCRIPTION
 KX1182
 KX1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KX1182'IN BOSWELL.
 KX1182'THE MARK IS SET VERTICALLY IN THE SOUTHWEST FACE OF THE BOSWELL
 KX1182'GARAGE AT THE INTERSECTION OF MAIN STREET AND ATKINSON WAY IN
 KX1182'BOSWELL.  IT IS ABOUT 1 FOOT NORTH OF THE SOUTHWEST CORNER OF THE
 KX1182'GARAGE AND ABOUT 3 FEET ABOVE THE PAVED ENTRANCE TO THE GARAGE.
 KX1182'42 USGS WILL BE DESTROYED IN THE FALL OF 1974 WHEN THE OVERPASS
 KX1182'IS TAKEN DOWN WHICH IT IS SET IN.  THE OLD DISK WAS STAMPED 42
 KX1182'1825 CMP 1965.  THE ELEVATION OF THIS MARK WAS OBTAINED BY LEVELING
 KX1182'FROM 42 USGS.
 KX1182
 KX1182                          STATION RECOVERY (1998)
 KX1182
 KX1182'RECOVERY NOTE BY GWIN ENGINEERS INC. 1998 (DGE)
 KX1182'MONUMENT IN VERY GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1222 ***********************************************************************
 LZ1222  DESIGNATION -  42 USGS
 LZ1222  PID         -  LZ1222
 LZ1222  STATE/COUNTY-  PA/CLINTON
 LZ1222  USGS QUAD   -  BEECH CREEK (1973)
 LZ1222
 LZ1222                         *CURRENT SURVEY CONTROL
 LZ1222  ___________________________________________________________________
 LZ1222* NAD 83(1986)-  41 05 23.     (N)    077 32 09.     (W)     SCALED    
 LZ1222* NAVD 88     -       176.223  (meters)     578.16   (feet)  ADJUSTED  
 LZ1222  ___________________________________________________________________
 LZ1222  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 LZ1222  DYNAMIC HT  -         176.143 (meters)     577.90  (feet)  COMP
 LZ1222  MODELED GRAV-     980,164.0   (mgal)                       NAVD 88
 LZ1222
 LZ1222  VERT ORDER  -  SECOND    CLASS 0
 LZ1222
 LZ1222.The horizontal coordinates were scaled from a topographic map and have
 LZ1222.an estimated accuracy of +/- 6 seconds.
 LZ1222
 LZ1222.The orthometric height was determined by differential leveling
 LZ1222.and adjusted by the National Geodetic Survey in June 1991..
 LZ1222
 LZ1222.The geoid height was determined by GEOID03.
 LZ1222
 LZ1222.The dynamic height is computed by dividing the NAVD 88
 LZ1222.geopotential number by the normal gravity value computed on the
 LZ1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1222.degrees latitude (g = 980.6199 gals.).
 LZ1222
 LZ1222.The modeled gravity was interpolated from observed gravity values.
 LZ1222
 LZ1222;                    North         East    Units  Estimated Accuracy
 LZ1222;SPC PA N     -   102,530.      617,990.      MT  (+/- 180 meters Scaled)
 LZ1222
 LZ1222                          SUPERSEDED SURVEY CONTROL
 LZ1222
 LZ1222  NGVD 29 (??/??/92)  176.426  (m)          578.82   (f) ADJ UNCH    2 0
 LZ1222
 LZ1222.Superseded values are not recommended for survey control.
 LZ1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1222.See file dsdata.txt to determine how the superseded data were derived.
 LZ1222
 LZ1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL870518(NAD 83)
 LZ1222_MARKER: DD = SURVEY DISK
 LZ1222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1222_SP_SET: BRIDGE
 LZ1222_STAMPING: 42 USGS SKS 1966
 LZ1222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1222
 LZ1222  HISTORY     - Date     Condition        Report By
 LZ1222  HISTORY     - 1966     MONUMENTED       PADH
 LZ1222  HISTORY     - 1969     GOOD             NGS
 LZ1222
 LZ1222                          STATION DESCRIPTION
 LZ1222
 LZ1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ1222'3 MI NE FROM BEECH CREEK.
 LZ1222'ABOUT 3.05 MILES NORTHEAST ALONG U.S. HIGHWAY 220 FROM THE POST
 LZ1222'OFFICE IN BEECH CREEK, 17 FEET SOUTHEAST OF THE CENTERLINE OF
 LZ1222'THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST WINGWALL OF A BRIDGE
 LZ1222'AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0561 ***********************************************************************
 LY0561  DESIGNATION -  420
 LY0561  PID         -  LY0561
 LY0561  STATE/COUNTY-  PA/PIKE
 LY0561  USGS QUAD   -  PORT JERVIS SOUTH (1983)
 LY0561
 LY0561                         *CURRENT SURVEY CONTROL
 LY0561  ___________________________________________________________________
 LY0561* NAD 83(1986)-  41 21 28.     (N)    074 43 12.     (W)     SCALED    
 LY0561* NAVD 88     -       127.85   (+/-2cm)     419.5    (feet)  VERTCON   
 LY0561  ___________________________________________________________________
 LY0561  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LY0561
 LY0561  VERT ORDER  -  ? (See Below)
 LY0561
 LY0561.The horizontal coordinates were scaled from a topographic map and have
 LY0561.an estimated accuracy of +/- 6 seconds.
 LY0561
 LY0561.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY0561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY0561.The vertical order pertains to the NGVD 29 superseded value.
 LY0561
 LY0561.The geoid height was determined by GEOID03.
 LY0561
 LY0561;                    North         East    Units  Estimated Accuracy
 LY0561;SPC PA N     -   136,710.      853,480.      MT  (+/- 180 meters Scaled)
 LY0561
 LY0561                          SUPERSEDED SURVEY CONTROL
 LY0561
 LY0561  NGVD 29 (??/??/92)  128.026  (m)          420.03   (f) ADJ UNCH    ?  
 LY0561
 LY0561.Superseded values are not recommended for survey control.
 LY0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0561.See file dsdata.txt to determine how the superseded data were derived.
 LY0561
 LY0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL234785(NAD 83)
 LY0561_MARKER: Z = SEE DESCRIPTION
 LY0561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0561_SP_SET: CULVERT
 LY0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0561
 LY0561  HISTORY     - Date     Condition        Report By
 LY0561  HISTORY     - UNK      MONUMENTED       RBNF
 LY0561  HISTORY     - 1956     MARK NOT FOUND   NGS
 LY0561
 LY0561                          STATION DESCRIPTION
 LY0561
 LY0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LY0561'1.7 MI SW FROM MATAMORAS.
 LY0561'1.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 6 FROM MATAMORAS, PIKE
 LY0561'COUNTY, AND ON THE NORTHEAST CORNER OF CULVERT 02/80.  THE TOP
 LY0561'SURFACE OF THE CULVERT.  NOTE-- CULVERT NO. 02/80 COULD NOT
 LY0561'BE RECOVERED.  SEVERAL CULVERT WERE LOCATED IN THE VICINITY
 LY0561'BUT WITHOUT ANY IDENTIFIABLE MARKING THE RIGHT CULVERT COULD
 LY0561'NOT BE LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1800 ***********************************************************************
 KX1800  DESIGNATION -  424 CMP
 KX1800  PID         -  KX1800
 KX1800  STATE/COUNTY-  PA/ARMSTRONG
 KX1800  USGS QUAD   -  RURAL VALLEY (1990)
 KX1800
 KX1800                         *CURRENT SURVEY CONTROL
 KX1800  ___________________________________________________________________
 KX1800* NAD 83(1986)-  40 48 10.     (N)    079 22 06.     (W)     SCALED    
 KX1800* NAVD 88     -       343.268  (meters)    1126.21   (feet)  ADJUSTED  
 KX1800  ___________________________________________________________________
 KX1800  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KX1800  DYNAMIC HT  -         343.094 (meters)    1125.63  (feet)  COMP
 KX1800  MODELED GRAV-     980,106.0   (mgal)                       NAVD 88
 KX1800
 KX1800  VERT ORDER  -  FIRST     CLASS II
 KX1800
 KX1800.The horizontal coordinates were scaled from a topographic map and have
 KX1800.an estimated accuracy of +/- 6 seconds.
 KX1800
 KX1800.The orthometric height was determined by differential leveling
 KX1800.and adjusted by the National Geodetic Survey in June 1991..
 KX1800
 KX1800.The geoid height was determined by GEOID03.
 KX1800
 KX1800.The dynamic height is computed by dividing the NAVD 88
 KX1800.geopotential number by the normal gravity value computed on the
 KX1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1800.degrees latitude (g = 980.6199 gals.).
 KX1800
 KX1800.The modeled gravity was interpolated from observed gravity values.
 KX1800
 KX1800;                    North         East    Units  Estimated Accuracy
 KX1800;SPC PA S     -   164,410.      463,450.      MT  (+/- 180 meters Scaled)
 KX1800
 KX1800                          SUPERSEDED SURVEY CONTROL
 KX1800
 KX1800  NGVD 29 (06/03/92)  343.439  (m)         1126.77   (f) ADJUSTED    1 2
 KX1800
 KX1800.Superseded values are not recommended for survey control.
 KX1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1800.See file dsdata.txt to determine how the superseded data were derived.
 KX1800
 KX1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF376181(NAD 83)
 KX1800_MARKER: DD = SURVEY DISK
 KX1800_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KX1800_SP_SET: HEADWALL OF CULVERT
 KX1800_STAMPING: 424 CMP 1965 1127
 KX1800_MARK LOGO: USGS  
 KX1800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1800+STABILITY: SURFACE MOTION
 KX1800
 KX1800  HISTORY     - Date     Condition        Report By
 KX1800  HISTORY     - 1965     MONUMENTED       USGS
 KX1800  HISTORY     - 1982     GOOD             NGS
 KX1800
 KX1800                          STATION DESCRIPTION
 KX1800
 KX1800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1800'4.3 KM (2.7 MI) WEST FROM RURAL VALLEY.
 KX1800'4.3 KM (2.7 MI) WEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF WATER
 KX1800'STREET IN RURAL VALLEY TO THE MARK ON THE LEFT, IN TOP OF THE EAST END
 KX1800'OF THE SOUTH HEADWALL OF A CULVERT UNDER THE HIGHWAY, 6.40 METERS
 KX1800'(21.0 FT) SOUTH OF THE CENTER OF THE HIGHWAY, 4.57 METERS (15.0 FT)
 KX1800'WEST OF A HIGHWAY SIGN (MARGARET 3 MI), AND 0.24 METERS (0.8 FT) WEST
 KX1800'OF THE EAST END OF THE SOUTH HEADWALL OF THE CULVERT.
 KX1800'THE MARK IS 0.91 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0564 ***********************************************************************
 LY0564  DESIGNATION -  426
 LY0564  PID         -  LY0564
 LY0564  STATE/COUNTY-  PA/PIKE
 LY0564  USGS QUAD   -  MILFORD (1995)
 LY0564
 LY0564                         *CURRENT SURVEY CONTROL
 LY0564  ___________________________________________________________________
 LY0564* NAD 83(1986)-  41 20 49.     (N)    074 45 19.     (W)     SCALED    
 LY0564* NAVD 88     -       129.807  (meters)     425.88   (feet)  ADJUSTED  
 LY0564  ___________________________________________________________________
 LY0564  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 LY0564  DYNAMIC HT  -         129.754 (meters)     425.70  (feet)  COMP
 LY0564  MODELED GRAV-     980,213.2   (mgal)                       NAVD 88
 LY0564
 LY0564  VERT ORDER  -  FIRST     CLASS II
 LY0564
 LY0564.The horizontal coordinates were scaled from a topographic map and have
 LY0564.an estimated accuracy of +/- 6 seconds.
 LY0564
 LY0564.The orthometric height was determined by differential leveling
 LY0564.and adjusted by the National Geodetic Survey in June 1991..
 LY0564
 LY0564.The geoid height was determined by GEOID03.
 LY0564
 LY0564.The dynamic height is computed by dividing the NAVD 88
 LY0564.geopotential number by the normal gravity value computed on the
 LY0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0564.degrees latitude (g = 980.6199 gals.).
 LY0564
 LY0564.The modeled gravity was interpolated from observed gravity values.
 LY0564
 LY0564;                    North         East    Units  Estimated Accuracy
 LY0564;SPC PA N     -   135,410.      850,580.      MT  (+/- 180 meters Scaled)
 LY0564
 LY0564                          SUPERSEDED SURVEY CONTROL
 LY0564
 LY0564  NGVD 29 (??/??/92)  129.985  (m)          426.46   (f) ADJ UNCH    1 2
 LY0564
 LY0564.Superseded values are not recommended for survey control.
 LY0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0564.See file dsdata.txt to determine how the superseded data were derived.
 LY0564
 LY0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL204773(NAD 83)
 LY0564_MARKER: Q = CHISELED SQUARE
 LY0564_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0564_SP_SET: CULVERT
 LY0564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0564
 LY0564  HISTORY     - Date     Condition        Report By
 LY0564  HISTORY     - UNK      MONUMENTED       PADH
 LY0564  HISTORY     - 1956     GOOD             NGS
 LY0564
 LY0564                          STATION DESCRIPTION
 LY0564
 LY0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LY0564'2.8 MI NE FROM MILFORD.
 LY0564'2.85 MILES NORTHEAST ALONG OLD U.S. HIGHWAY 209 FROM THE
 LY0564'COUNTY COURTHOUSE AT MILFORD, ABOUT 150 FEET NORTHWEST OF THE
 LY0564'NEW HIGHWAY, ON TOP OF THE NORTHEAST END OF THE SOUTHEAST
 LY0564'CONCRETE HEAD WALL OF A 12-INCH CONCRETE PIPE CULVERT UNDER
 LY0564'THE OLD HIGHWAY, 0.3 FOOT SOUTHWEST OF THE NORTHEAST END OF
 LY0564'THE HEADWALL AND 1-FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0668 ***********************************************************************
 KW0668  DESIGNATION -  427 RDGRR
 KW0668  PID         -  KW0668
 KW0668  STATE/COUNTY-  PA/BERKS
 KW0668  USGS QUAD   -  SINKING SPRING (1987)
 KW0668
 KW0668                         *CURRENT SURVEY CONTROL
 KW0668  ___________________________________________________________________
 KW0668* NAD 83(1986)-  40 18 06.     (N)    076 02 53.     (W)     SCALED    
 KW0668* NAVD 88     -       129.85   (+/-2cm)     426.0    (feet)  VERTCON   
 KW0668  ___________________________________________________________________
 KW0668  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 KW0668
 KW0668  VERT ORDER  -  ? (See Below)
 KW0668
 KW0668.The horizontal coordinates were scaled from a topographic map and have
 KW0668.an estimated accuracy of +/- 6 seconds.
 KW0668
 KW0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW0668.The vertical order pertains to the NGVD 29 superseded value.
 KW0668
 KW0668.The geoid height was determined by GEOID03.
 KW0668
 KW0668;                    North         East    Units  Estimated Accuracy
 KW0668;SPC PA S     -   108,910.      744,680.      MT  (+/- 180 meters Scaled)
 KW0668
 KW0668                          SUPERSEDED SURVEY CONTROL
 KW0668
 KW0668  NGVD 29 (??/??/??)  130.076  (m)          426.76   (f) ADJUSTED    ?  
 KW0668
 KW0668.Superseded values are not recommended for survey control.
 KW0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0668.See file dsdata.txt to determine how the superseded data were derived.
 KW0668
 KW0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK109617(NAD 83)
 KW0668_MARKER: O = CHISELED CIRCLE
 KW0668_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0668_SP_SET: ABUTMENT
 KW0668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW0668+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2002
 KW0668
 KW0668  HISTORY     - Date     Condition        Report By
 KW0668  HISTORY     - UNK      MONUMENTED       RDGRR
 KW0668  HISTORY     - 1935     GOOD             CGS
 KW0668  HISTORY     - 20020209 GOOD             USPSQD
 KW0668
 KW0668                          STATION DESCRIPTION
 KW0668
 KW0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0668'0.4 MI SW FROM MONTELLO.
 KW0668'ABOUT 0.4 MILE SOUTHWEST ALONG THE READING CO. RAILWAY FROM THE
 KW0668'STATION AT MONTELLO, BERKS COUNTY, AT OVERPASS 1.80, AND ON THE
 KW0668'TOP OF THE WEST END OF THE SOUTH ABUTMENT.  A CHISELED CIRCLE.
 KW0668
 KW0668                          STATION RECOVERY (2002)
 KW0668
 KW0668'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW0668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1439 ***********************************************************************
 KV1439  DESIGNATION -  427=91 DLWRR
 KV1439  PID         -  KV1439
 KV1439  STATE/COUNTY-  PA/NORTHAMPTON
 KV1439  USGS QUAD   -  BANGOR (1994)
 KV1439
 KV1439                         *CURRENT SURVEY CONTROL
 KV1439  ___________________________________________________________________
 KV1439* NAD 83(1986)-  40 50 55.     (N)    075 12 22.     (W)     SCALED    
 KV1439* NAVD 88     -       129.96   (+/-2cm)     426.4    (feet)  VERTCON   
 KV1439  ___________________________________________________________________
 KV1439  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KV1439
 KV1439  VERT ORDER  -  ? (See Below)
 KV1439
 KV1439.The horizontal coordinates were scaled from a topographic map and have
 KV1439.an estimated accuracy of +/- 6 seconds.
 KV1439
 KV1439.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV1439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV1439.The vertical order pertains to the NGVD 29 superseded value.
 KV1439
 KV1439.The geoid height was determined by GEOID03.
 KV1439
 KV1439;                    North         East    Units  Estimated Accuracy
 KV1439;SPC PA S     -   171,340.      814,490.      MT  (+/- 180 meters Scaled)
 KV1439
 KV1439                          SUPERSEDED SURVEY CONTROL
 KV1439
 KV1439  NGVD 29 (??/??/??)  130.161  (m)          427.04   (f) ADJUSTED    ?  
 KV1439
 KV1439.Superseded values are not recommended for survey control.
 KV1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1439.See file dsdata.txt to determine how the superseded data were derived.
 KV1439
 KV1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL826219(NAD 83)
 KV1439_MARKER: Z = SEE DESCRIPTION
 KV1439_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1439_SP_SET: RAIL
 KV1439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1439
 KV1439  HISTORY     - Date     Condition        Report By
 KV1439  HISTORY     - 1932     MONUMENTED       DLWRR
 KV1439  HISTORY     - 1932     GOOD             CGS
 KV1439  HISTORY     - 1934     GOOD             CGS
 KV1439  HISTORY     - 20021117 MARK NOT FOUND   USPSQD
 KV1439
 KV1439                          STATION DESCRIPTION
 KV1439
 KV1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1439'1.4 MI S FROM BANGOR.
 KV1439'1.4 MILES SOUTH ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 KV1439'RAILROAD FROM BANGOR, NORTHAMPTON COUNTY, OPPOSITE MILEPOST 91,
 KV1439'AND 5 FEET FROM THE NEAREST RAIL.  THE TOP OF A SECTION OF RAIL
 KV1439'SET VERTICALLY AND PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- THE
 KV1439'DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE
 KV1439'LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE
 KV1439'LACKWANNA RAILROAD.
 KV1439
 KV1439                          STATION RECOVERY (1934)
 KV1439
 KV1439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 KV1439'RECOVERED IN GOOD CONDITION.
 KV1439
 KV1439                          STATION RECOVERY (2002)
 KV1439
 KV1439'RECOVERY NOTE BY US POWER SQUADRON 2002 (ASB)
 KV1439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1798 ***********************************************************************
 KX1798  DESIGNATION -  428 CMP
 KX1798  PID         -  KX1798
 KX1798  STATE/COUNTY-  PA/ARMSTRONG
 KX1798  USGS QUAD   -  MOSGROVE (1993)
 KX1798
 KX1798                         *CURRENT SURVEY CONTROL
 KX1798  ___________________________________________________________________
 KX1798* NAD 83(1986)-  40 48 20.     (N)    079 23 22.     (W)     SCALED    
 KX1798* NAVD 88     -       327.260  (meters)    1073.69   (feet)  ADJUSTED  
 KX1798  ___________________________________________________________________
 KX1798  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KX1798  DYNAMIC HT  -         327.094 (meters)    1073.14  (feet)  COMP
 KX1798  MODELED GRAV-     980,109.0   (mgal)                       NAVD 88
 KX1798
 KX1798  VERT ORDER  -  FIRST     CLASS II
 KX1798
 KX1798.The horizontal coordinates were scaled from a topographic map and have
 KX1798.an estimated accuracy of +/- 6 seconds.
 KX1798
 KX1798.The orthometric height was determined by differential leveling
 KX1798.and adjusted by the National Geodetic Survey in June 1991..
 KX1798
 KX1798.The geoid height was determined by GEOID03.
 KX1798
 KX1798.The dynamic height is computed by dividing the NAVD 88
 KX1798.geopotential number by the normal gravity value computed on the
 KX1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1798.degrees latitude (g = 980.6199 gals.).
 KX1798
 KX1798.The modeled gravity was interpolated from observed gravity values.
 KX1798
 KX1798;                    North         East    Units  Estimated Accuracy
 KX1798;SPC PA S     -   164,760.      461,670.      MT  (+/- 180 meters Scaled)
 KX1798
 KX1798                          SUPERSEDED SURVEY CONTROL
 KX1798
 KX1798  NGVD 29 (06/03/92)  327.432  (m)         1074.25   (f) ADJUSTED    1 2
 KX1798
 KX1798.Superseded values are not recommended for survey control.
 KX1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1798.See file dsdata.txt to determine how the superseded data were derived.
 KX1798
 KX1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF358184(NAD 83)
 KX1798_MARKER: DD = SURVEY DISK
 KX1798_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KX1798_SP_SET: HEADWALL OF CULVERT
 KX1798_STAMPING: 428 CMP 1965 1074
 KX1798_MARK LOGO: USGS  
 KX1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1798+STABILITY: SURFACE MOTION
 KX1798
 KX1798  HISTORY     - Date     Condition        Report By
 KX1798  HISTORY     - 1965     MONUMENTED       USGS
 KX1798  HISTORY     - 1982     GOOD             NGS
 KX1798
 KX1798                          STATION DESCRIPTION
 KX1798
 KX1798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1798'7.1 KM (4.4 MI) EAST FROM SUNNYSIDE.
 KX1798'7.1 KM (4.4 MI) EAST ALONG STATE HIGHWAY 85 FROM THE WEST END IF THE
 KX1798'HIGHWAY BRIDGE OVER COWANSHANNOCK CREEK IN SUNNYSIDE TO THE MARK ON
 KX1798'THE RIGHT, IN THE EAST END OF THE SOUTH HEADWALL OF A CULVERT RUNNING
 KX1798'UNDER THE HIGHWAY, AT THE JUNCTION OF GREENDALE ROAD, 4.30 METERS
 KX1798'(14.2 FT) SOUTH OF THE CENTER OF THE HIGHWAY AND 0.40 METERS (1.3 FT)
 KX1798'WEST OF THE EAST END OF THE SOUTH HEADWALL OF THE CULVERT.
 KX1798'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1795 ***********************************************************************
 KX1795  DESIGNATION -  429 CMP
 KX1795  PID         -  KX1795
 KX1795  STATE/COUNTY-  PA/ARMSTRONG
 KX1795  USGS QUAD   -  MOSGROVE (1993)
 KX1795
 KX1795                         *CURRENT SURVEY CONTROL
 KX1795  ___________________________________________________________________
 KX1795* NAD 83(1986)-  40 48 34.     (N)    079 24 41.     (W)     SCALED    
 KX1795* NAVD 88     -       312.181  (meters)    1024.21   (feet)  ADJUSTED  
 KX1795  ___________________________________________________________________
 KX1795  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KX1795  DYNAMIC HT  -         312.024 (meters)    1023.70  (feet)  COMP
 KX1795  MODELED GRAV-     980,114.2   (mgal)                       NAVD 88
 KX1795
 KX1795  VERT ORDER  -  FIRST     CLASS II
 KX1795
 KX1795.The horizontal coordinates were scaled from a topographic map and have
 KX1795.an estimated accuracy of +/- 6 seconds.
 KX1795
 KX1795.The orthometric height was determined by differential leveling
 KX1795.and adjusted by the National Geodetic Survey in June 1991..
 KX1795
 KX1795.The geoid height was determined by GEOID03.
 KX1795
 KX1795.The dynamic height is computed by dividing the NAVD 88
 KX1795.geopotential number by the normal gravity value computed on the
 KX1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1795.degrees latitude (g = 980.6199 gals.).
 KX1795
 KX1795.The modeled gravity was interpolated from observed gravity values.
 KX1795
 KX1795;                    North         East    Units  Estimated Accuracy
 KX1795;SPC PA S     -   165,220.      459,830.      MT  (+/- 180 meters Scaled)
 KX1795
 KX1795                          SUPERSEDED SURVEY CONTROL
 KX1795
 KX1795  NGVD 29 (06/03/92)  312.354  (m)         1024.78   (f) ADJUSTED    1 2
 KX1795
 KX1795.Superseded values are not recommended for survey control.
 KX1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1795.See file dsdata.txt to determine how the superseded data were derived.
 KX1795
 KX1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF339188(NAD 83)
 KX1795_MARKER: DD = SURVEY DISK
 KX1795_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KX1795_SP_SET: ABUTMENT OF BRIDGE
 KX1795_STAMPING: 429 CMP 1965 USGS
 KX1795_MARK LOGO: PADH  
 KX1795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1795+STABILITY: SURFACE MOTION
 KX1795
 KX1795  HISTORY     - Date     Condition        Report By
 KX1795  HISTORY     - 1965     MONUMENTED       PADH
 KX1795  HISTORY     - 1982     GOOD             NGS
 KX1795
 KX1795                          STATION DESCRIPTION
 KX1795
 KX1795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1795'6.1 KM (3.8 MI) EAST FROM SUNNYSIDE.
 KX1795'6.1 KM (3.8 MI) EAST ALONG STATE HIGHWAY 85 FROM THE WEST END OF THE
 KX1795'HIGHWAY BRIDGE OVER COWANSHANNOCK CREEK IN SUNNYSIDE TO THE MARK ON
 KX1795'THE RIGHT, IN THE SOUTHWEST END OF THE NORTHWEST ABUTMENT
 KX1795'OF THE HIGHWAY
 KX1795'BRIDGE OVER A CREEK, 17.40 METERS (57.1 FT) SOUTHEAST OF TELEPHONE
 KX1795'POLE 208, 6.70 METERS (21.9 FT) SOUTHWEST OF THE CENTER OF HIGHWAY 85,
 KX1795'AND 0.20 METERS (0.6 FT) SOUTHWEST OF THE SOUTHWEST FACE OF THE
 KX1795'SOUTHWEST HEADWALL OF THE BRIDGE,
 KX1795'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0319 ***********************************************************************
 MA0319  DESIGNATION -  43
 MA0319  PID         -  MA0319
 MA0319  STATE/COUNTY-  PA/CAMERON
 MA0319  USGS QUAD   -  CAMERON (1971)
 MA0319
 MA0319                         *CURRENT SURVEY CONTROL
 MA0319  ___________________________________________________________________
 MA0319* NAD 83(1986)-  41 27 31.     (N)    078 11 43.     (W)     SCALED    
 MA0319* NAVD 88     -       297.518  (meters)     976.11   (feet)  ADJUSTED  
 MA0319  ___________________________________________________________________
 MA0319  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 MA0319  DYNAMIC HT  -         297.389 (meters)     975.68  (feet)  COMP
 MA0319  MODELED GRAV-     980,181.5   (mgal)                       NAVD 88
 MA0319
 MA0319  VERT ORDER  -  SECOND    CLASS 0
 MA0319
 MA0319.The horizontal coordinates were scaled from a topographic map and have
 MA0319.an estimated accuracy of +/- 6 seconds.
 MA0319
 MA0319.The orthometric height was determined by differential leveling
 MA0319.and adjusted by the National Geodetic Survey in June 1991..
 MA0319
 MA0319.The geoid height was determined by GEOID03.
 MA0319
 MA0319.The dynamic height is computed by dividing the NAVD 88
 MA0319.geopotential number by the normal gravity value computed on the
 MA0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0319.degrees latitude (g = 980.6199 gals.).
 MA0319
 MA0319.The modeled gravity was interpolated from observed gravity values.
 MA0319
 MA0319;                    North         East    Units  Estimated Accuracy
 MA0319;SPC PA N     -   143,570.      562,800.      MT  (+/- 180 meters Scaled)
 MA0319
 MA0319                          SUPERSEDED SURVEY CONTROL
 MA0319
 MA0319  NGVD 29 (??/??/92)  297.679  (m)          976.64   (f) ADJ UNCH    2 0
 MA0319
 MA0319.Superseded values are not recommended for survey control.
 MA0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0319.See file dsdata.txt to determine how the superseded data were derived.
 MA0319
 MA0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF342934(NAD 83)
 MA0319_MARKER: Q = CHISELED SQUARE
 MA0319_SETTING: 80 = SET IN A BOULDER
 MA0319_SP_SET: BOULDER
 MA0319_STAMPING: BM 43
 MA0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0319+STABILITY: SURFACE MOTION
 MA0319
 MA0319  HISTORY     - Date     Condition        Report By
 MA0319  HISTORY     - UNK      MONUMENTED       PRR
 MA0319  HISTORY     - 1934     GOOD             NGS
 MA0319
 MA0319                          STATION DESCRIPTION
 MA0319
 MA0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0319'4.2 MI E FROM EMPORIUM.
 MA0319'4.2 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM EMPORIUM,
 MA0319'CAMERON COUNTY, ABOUT 286 FEET EAST OF MILEPOST 154, 90 FEET
 MA0319'NORTH OF THE CENTER LINE OF THE TRACK, ON THE TOP OF A LARGE
 MA0319'BOULDER, AND ABOUT LEVEL WITH THE TOP OF THE RAIL.  A CHISELED
 MA0319'SQUARE, MARKED B.M. 43.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1031 ***********************************************************************
 MA1031  DESIGNATION -  43
 MA1031  PID         -  MA1031
 MA1031  STATE/COUNTY-  PA/JEFFERSON
 MA1031  USGS QUAD   -  BROOKVILLE (1969)
 MA1031
 MA1031                         *CURRENT SURVEY CONTROL
 MA1031  ___________________________________________________________________
 MA1031* NAD 83(1986)-  41 08 40.     (N)    079 06 57.     (W)     SCALED    
 MA1031* NAVD 88     -       370.596  (meters)    1215.86   (feet)  ADJUSTED  
 MA1031  ___________________________________________________________________
 MA1031  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 MA1031  DYNAMIC HT  -         370.423 (meters)    1215.30  (feet)  COMP
 MA1031  MODELED GRAV-     980,144.6   (mgal)                       NAVD 88
 MA1031
 MA1031  VERT ORDER  -  SECOND    CLASS 0
 MA1031
 MA1031.The horizontal coordinates were scaled from a topographic map and have
 MA1031.an estimated accuracy of +/- 6 seconds.
 MA1031
 MA1031.The orthometric height was determined by differential leveling
 MA1031.and adjusted by the National Geodetic Survey in June 1991..
 MA1031
 MA1031.The geoid height was determined by GEOID03.
 MA1031
 MA1031.The dynamic height is computed by dividing the NAVD 88
 MA1031.geopotential number by the normal gravity value computed on the
 MA1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1031.degrees latitude (g = 980.6199 gals.).
 MA1031
 MA1031.The modeled gravity was interpolated from observed gravity values.
 MA1031
 MA1031;                    North         East    Units  Estimated Accuracy
 MA1031;SPC PA N     -   109,490.      485,350.      MT  (+/- 180 meters Scaled)
 MA1031
 MA1031                          SUPERSEDED SURVEY CONTROL
 MA1031
 MA1031  NGVD 29 (??/??/92)  370.774  (m)         1216.45   (f) ADJ UNCH    2 0
 MA1031
 MA1031.Superseded values are not recommended for survey control.
 MA1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1031.See file dsdata.txt to determine how the superseded data were derived.
 MA1031
 MA1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF581565(NAD 83)
 MA1031_MARKER: B = BOLT
 MA1031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1031_SP_SET: BRIDGE SEAT
 MA1031_STAMPING: 1216.95
 MA1031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1031
 MA1031  HISTORY     - Date     Condition        Report By
 MA1031  HISTORY     - UNK      MONUMENTED       PRR
 MA1031  HISTORY     - 1935     GOOD             NGS
 MA1031
 MA1031                          STATION DESCRIPTION
 MA1031
 MA1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1031'2.2 MI W FROM BROOKVILLE.
 MA1031'ABOUT 2.2 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA1031'STATION AT BROOKVILLE, JEFFERSON COUNTY, AT 45-FOOT SPAN GIRDER
 MA1031'BRIDGE 39.28 OVER A CREEK, IN THE TOP OF THE NORTH SIDE OF THE
 MA1031'EAST MASONRY BRIDGE SEAT, 9 FEET NORTH OF THE CENTER LINE OF THE
 MA1031'TRACK, AND ABOUT 5 FEET LOWER THAN THE TRACK.  A COPPER BOLT,
 MA1031'MARKED B.M. 43 AND STAMPED 1216.95.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1220 ***********************************************************************
 LZ1220  DESIGNATION -  43
 LZ1220  PID         -  LZ1220
 LZ1220  STATE/COUNTY-  PA/CLINTON
 LZ1220  USGS QUAD   -  BEECH CREEK (1973)
 LZ1220
 LZ1220                         *CURRENT SURVEY CONTROL
 LZ1220  ___________________________________________________________________
 LZ1220* NAD 83(1986)-  41 04 33.     (N)    077 34 28.     (W)     SCALED    
 LZ1220* NAVD 88     -       184.777  (meters)     606.22   (feet)  ADJUSTED  
 LZ1220  ___________________________________________________________________
 LZ1220  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 LZ1220  DYNAMIC HT  -         184.692 (meters)     605.94  (feet)  COMP
 LZ1220  MODELED GRAV-     980,160.3   (mgal)                       NAVD 88
 LZ1220
 LZ1220  VERT ORDER  -  SECOND    CLASS 0
 LZ1220
 LZ1220.The horizontal coordinates were scaled from a topographic map and have
 LZ1220.an estimated accuracy of +/- 6 seconds.
 LZ1220
 LZ1220.The orthometric height was determined by differential leveling
 LZ1220.and adjusted by the National Geodetic Survey in June 1991..
 LZ1220
 LZ1220.The geoid height was determined by GEOID03.
 LZ1220
 LZ1220.The dynamic height is computed by dividing the NAVD 88
 LZ1220.geopotential number by the normal gravity value computed on the
 LZ1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1220.degrees latitude (g = 980.6199 gals.).
 LZ1220
 LZ1220.The modeled gravity was interpolated from observed gravity values.
 LZ1220
 LZ1220;                    North         East    Units  Estimated Accuracy
 LZ1220;SPC PA N     -   100,980.      614,750.      MT  (+/- 180 meters Scaled)
 LZ1220
 LZ1220                          SUPERSEDED SURVEY CONTROL
 LZ1220
 LZ1220  NGVD 29 (??/??/92)  184.980  (m)          606.89   (f) ADJ UNCH    2 0
 LZ1220
 LZ1220.Superseded values are not recommended for survey control.
 LZ1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1220.See file dsdata.txt to determine how the superseded data were derived.
 LZ1220
 LZ1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL837503(NAD 83)
 LZ1220_MARKER: DD = SURVEY DISK
 LZ1220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1220_SP_SET: CULVERT
 LZ1220_STAMPING: 43 SKS 607 1966
 LZ1220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1220
 LZ1220  HISTORY     - Date     Condition        Report By
 LZ1220  HISTORY     - 1966     MONUMENTED       USGS
 LZ1220  HISTORY     - 1969     GOOD             NGS
 LZ1220
 LZ1220                          STATION DESCRIPTION
 LZ1220
 LZ1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ1220'0.8 MI NE FROM BEECH CREEK.
 LZ1220'ABOUT 0.75 MILE NORTHEAST ALONG U.S. HIGHWAY 220 FROM THE POST
 LZ1220'OFFICE IN BEECH CREEK, 98 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 LZ1220'OF A ATLANTIC SERVICE STATION, 41.3 FEET EAST OF POWER LINE POLE,
 LZ1220'18 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, SET IN THE TOP
 LZ1220'OF THE APPROXIMATE CENTER OF THE NORTH HEADWALL OF A CONCRETE
 LZ1220'CULVERT AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0722 ***********************************************************************
 KW0722  DESIGNATION -  43 PRR
 KW0722  PID         -  KW0722
 KW0722  STATE/COUNTY-  PA/LANCASTER
 KW0722  USGS QUAD   -  COLUMBIA WEST (1990)
 KW0722
 KW0722                         *CURRENT SURVEY CONTROL
 KW0722  ___________________________________________________________________
 KW0722* NAD 83(1986)-  40 01 36.     (N)    076 30 00.     (W)     SCALED    
 KW0722* NAVD 88     -        74.024  (meters)     242.86   (feet)  ADJUSTED  
 KW0722  ___________________________________________________________________
 KW0722  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KW0722  DYNAMIC HT  -          73.987 (meters)     242.74  (feet)  COMP
 KW0722  MODELED GRAV-     980,114.8   (mgal)                       NAVD 88
 KW0722
 KW0722  VERT ORDER  -  FIRST     CLASS II
 KW0722
 KW0722.The horizontal coordinates were scaled from a topographic map and have
 KW0722.an estimated accuracy of +/- 6 seconds.
 KW0722
 KW0722.The orthometric height was determined by differential leveling
 KW0722.and adjusted by the National Geodetic Survey in June 1991..
 KW0722
 KW0722.The geoid height was determined by GEOID03.
 KW0722
 KW0722.The dynamic height is computed by dividing the NAVD 88
 KW0722.geopotential number by the normal gravity value computed on the
 KW0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0722.degrees latitude (g = 980.6199 gals.).
 KW0722
 KW0722.The modeled gravity was interpolated from observed gravity values.
 KW0722
 KW0722;                    North         East    Units  Estimated Accuracy
 KW0722;SPC PA S     -    77,740.      706,700.      MT  (+/- 180 meters Scaled)
 KW0722
 KW0722                          SUPERSEDED SURVEY CONTROL
 KW0722
 KW0722  NGVD 29 (??/??/??)   74.277  (m)          243.69   (f) ADJUSTED    1 2
 KW0722
 KW0722.Superseded values are not recommended for survey control.
 KW0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0722.See file dsdata.txt to determine how the superseded data were derived.
 KW0722
 KW0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK720317(NAD 83)
 KW0722_MARKER: DD = SURVEY DISK
 KW0722_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0722_SP_SET: CULVERT
 KW0722_STAMPING: P R R 43
 KW0722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0722
 KW0722  HISTORY     - Date     Condition        Report By
 KW0722  HISTORY     - 1955     MONUMENTED       PRR
 KW0722  HISTORY     - 1955     GOOD             CGS
 KW0722  HISTORY     - 1979     GOOD             NGS
 KW0722  HISTORY     - 20040417 GOOD             GEOCAC
 KW0722
 KW0722                          STATION DESCRIPTION
 KW0722
 KW0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KW0722'0.5 MI SE FROM COLUMBIA.
 KW0722'ABOUT 0.5 MILE SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW0722'THE STATION AT COLUMBIA, ABOUT 0.25 MILE SOUTHEAST OF MILE
 KW0722'POST 38, 25 YARDS NORTHWEST OF NORTHWEST END OF A 2-STORY FACTORY
 KW0722'BUILDING, 15.6 FEET SOUTHWEST OF SOUTHWEST RAIL OF SOUTHWEST
 KW0722'TRACK, IN THE TOP OF NORTHWEST END OF SOUTHWEST STONE MASONRY
 KW0722'HEAD WALL OF AN ARCHED 15-FOOT CULVERT NO. 37-79 UNDER TRACK AND
 KW0722'ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK.  NOTE-- STAMPED BY THIS
 KW0722'PARTY.
 KW0722
 KW0722                          STATION RECOVERY (1979)
 KW0722
 KW0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW0722'RECOVERED IN GOOD CONDITION.
 KW0722
 KW0722                          STATION RECOVERY (2004)
 KW0722
 KW0722'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1528 ***********************************************************************
 JV1528  DESIGNATION -  43 PRR
 JV1528  PID         -  JV1528
 JV1528  STATE/COUNTY-  PA/YORK
 JV1528  USGS QUAD   -  GLEN ROCK (1984)
 JV1528
 JV1528                         *CURRENT SURVEY CONTROL
 JV1528  ___________________________________________________________________
 JV1528* NAD 83(1986)-  39 47 45.     (N)    076 44 06.     (W)     SCALED    
 JV1528* NAVD 88     -       166.920  (meters)     547.64   (feet)  ADJUSTED  
 JV1528  ___________________________________________________________________
 JV1528  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JV1528  DYNAMIC HT  -         166.837 (meters)     547.36  (feet)  COMP
 JV1528  MODELED GRAV-     980,125.7   (mgal)                       NAVD 88
 JV1528
 JV1528  VERT ORDER  -  SECOND    CLASS 0
 JV1528
 JV1528.The horizontal coordinates were scaled from a topographic map and have
 JV1528.an estimated accuracy of +/- 6 seconds.
 JV1528
 JV1528.The orthometric height was determined by differential leveling
 JV1528.and adjusted by the National Geodetic Survey in June 1991..
 JV1528
 JV1528.The geoid height was determined by GEOID03.
 JV1528
 JV1528.The dynamic height is computed by dividing the NAVD 88
 JV1528.geopotential number by the normal gravity value computed on the
 JV1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1528.degrees latitude (g = 980.6199 gals.).
 JV1528
 JV1528.The modeled gravity was interpolated from observed gravity values.
 JV1528
 JV1528;                    North         East    Units  Estimated Accuracy
 JV1528;SPC PA S     -    51,850.      686,930.      MT  (+/- 180 meters Scaled)
 JV1528
 JV1528                          SUPERSEDED SURVEY CONTROL
 JV1528
 JV1528  NGVD 29 (??/??/??)  167.145  (m)          548.37   (f) ADJUSTED    2 0
 JV1528
 JV1528.Superseded values are not recommended for survey control.
 JV1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1528.See file dsdata.txt to determine how the superseded data were derived.
 JV1528
 JV1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK514065(NAD 83)
 JV1528_MARKER: B = BOLT
 JV1528_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1528_SP_SET: BRIDGE
 JV1528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1528
 JV1528  HISTORY     - Date     Condition        Report By
 JV1528  HISTORY     - UNK      MONUMENTED       PRR
 JV1528  HISTORY     - 1935     GOOD             CGS
 JV1528  HISTORY     - 1961     GOOD             CGS
 JV1528
 JV1528                          STATION DESCRIPTION
 JV1528
 JV1528'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1528'2.2 MI S FROM LARUE.
 JV1528'2.2 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JV1528'AT LARUE, YORK COUNTY, AT BRIDGE 41.96 OVER CODORUS CREEK, IN THE
 JV1528'TOP OF THE WEST END OF THE NORTH BACK WALL, AND 24 FEET WEST OF
 JV1528'THE CENTER LINE OF THE WEST TRACK.  A COPPER BOLT.
 JV1528
 JV1528                          STATION RECOVERY (1961)
 JV1528
 JV1528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JV1528'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1793 ***********************************************************************
 KX1793  DESIGNATION -  430 CMP
 KX1793  PID         -  KX1793
 KX1793  STATE/COUNTY-  PA/ARMSTRONG
 KX1793  USGS QUAD   -  MOSGROVE (1993)
 KX1793
 KX1793                         *CURRENT SURVEY CONTROL
 KX1793  ___________________________________________________________________
 KX1793* NAD 83(1986)-  40 48 47.     (N)    079 25 28.     (W)     SCALED    
 KX1793* NAVD 88     -       308.205  (meters)    1011.17   (feet)  ADJUSTED  
 KX1793  ___________________________________________________________________
 KX1793  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KX1793  DYNAMIC HT  -         308.051 (meters)    1010.66  (feet)  COMP
 KX1793  MODELED GRAV-     980,117.5   (mgal)                       NAVD 88
 KX1793
 KX1793  VERT ORDER  -  FIRST     CLASS II
 KX1793
 KX1793.The horizontal coordinates were scaled from a topographic map and have
 KX1793.an estimated accuracy of +/- 6 seconds.
 KX1793
 KX1793.The orthometric height was determined by differential leveling
 KX1793.and adjusted by the National Geodetic Survey in June 1991..
 KX1793
 KX1793.The geoid height was determined by GEOID03.
 KX1793
 KX1793.The dynamic height is computed by dividing the NAVD 88
 KX1793.geopotential number by the normal gravity value computed on the
 KX1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1793.degrees latitude (g = 980.6199 gals.).
 KX1793
 KX1793.The modeled gravity was interpolated from observed gravity values.
 KX1793
 KX1793;                    North         East    Units  Estimated Accuracy
 KX1793;SPC PA S     -   165,640.      458,730.      MT  (+/- 180 meters Scaled)
 KX1793
 KX1793                          SUPERSEDED SURVEY CONTROL
 KX1793
 KX1793  NGVD 29 (06/03/92)  308.379  (m)         1011.74   (f) ADJUSTED    1 2
 KX1793
 KX1793.Superseded values are not recommended for survey control.
 KX1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1793.See file dsdata.txt to determine how the superseded data were derived.
 KX1793
 KX1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF328191(NAD 83)
 KX1793_MARKER: DD = SURVEY DISK
 KX1793_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KX1793_SP_SET: HEADWALL OF CULVERT
 KX1793_STAMPING: 430 CMP 1965 1012
 KX1793_MARK LOGO: USGS  
 KX1793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1793+STABILITY: SURFACE MOTION
 KX1793
 KX1793  HISTORY     - Date     Condition        Report By
 KX1793  HISTORY     - 1965     MONUMENTED       USGS
 KX1793  HISTORY     - 1982     GOOD             NGS
 KX1793
 KX1793                          STATION DESCRIPTION
 KX1793
 KX1793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1793'4.5 KM (2.8 MI) EAST FROM SUNNYSIDE.
 KX1793'4.5 KM (2.8 MI) EAST ALONG STATE HIGHWAY 85 FROM THE WEST END OF THE
 KX1793'HIGHWAY BRIDGE OVER COWANSHANNOCK CREEK IN SUNNYSIDE, TO THE MARK ON
 KX1793'THE LEFT, IN THE WEST END OF THE NORTH HEADWALL OF A CULVERT UNDER
 KX1793'HIGHWAY 85, 27.40 METERS (89.9 FT) EAST OF BM N 401, 9.50 METERS
 KX1793'(31.1 FT) WEST OF A GRAVEL DRIVEWAY LEADING TO A SINGLE-STORY HOUSE,
 KX1793'AND 4.40 METERS (14.4 FT) NORTH OF THE CENTER OF THE HIGHWAY.
 KX1793'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1455 ***********************************************************************
 KX1455  DESIGNATION -  431 A
 KX1455  PID         -  KX1455
 KX1455  STATE/COUNTY-  PA/WASHINGTON
 KX1455  USGS QUAD   -  CALIFORNIA (1979)
 KX1455
 KX1455                         *CURRENT SURVEY CONTROL
 KX1455  ___________________________________________________________________
 KX1455* NAD 83(1986)-  40 01 25.     (N)    079 54 10.     (W)     SCALED    
 KX1455* NAVD 88     -       238.236  (meters)     781.61   (feet)  ADJUSTED  
 KX1455  ___________________________________________________________________
 KX1455  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KX1455  DYNAMIC HT  -         238.105 (meters)     781.18  (feet)  COMP
 KX1455  MODELED GRAV-     980,070.8   (mgal)                       NAVD 88
 KX1455
 KX1455  VERT ORDER  -  SECOND    CLASS 0
 KX1455
 KX1455.The horizontal coordinates were scaled from a topographic map and have
 KX1455.an estimated accuracy of +/- 6 seconds.
 KX1455
 KX1455.The orthometric height was determined by differential leveling
 KX1455.and adjusted by the National Geodetic Survey in June 1991..
 KX1455
 KX1455.The geoid height was determined by GEOID03.
 KX1455
 KX1455.The dynamic height is computed by dividing the NAVD 88
 KX1455.geopotential number by the normal gravity value computed on the
 KX1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1455.degrees latitude (g = 980.6199 gals.).
 KX1455
 KX1455.The modeled gravity was interpolated from observed gravity values.
 KX1455
 KX1455;                    North         East    Units  Estimated Accuracy
 KX1455;SPC PA S     -    78,890.      416,250.      MT  (+/- 180 meters Scaled)
 KX1455
 KX1455                          SUPERSEDED SURVEY CONTROL
 KX1455
 KX1455  NGVD 29 (??/??/92)  238.403  (m)          782.16   (f) ADJ UNCH    2 0
 KX1455
 KX1455.Superseded values are not recommended for survey control.
 KX1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1455.See file dsdata.txt to determine how the superseded data were derived.
 KX1455
 KX1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE936309(NAD 83)
 KX1455_MARKER: DD = SURVEY DISK
 KX1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1455_STAMPING: 431 A
 KX1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1455+STABILITY: SURFACE MOTION
 KX1455
 KX1455  HISTORY     - Date     Condition        Report By
 KX1455  HISTORY     - UNK      MONUMENTED       DOD
 KX1455  HISTORY     - 1935     GOOD             NGS
 KX1455  HISTORY     - 1954     MARK NOT FOUND   USGS
 KX1455  HISTORY     - 1983     MARK NOT FOUND   NGS
 KX1455
 KX1455                          STATION DESCRIPTION
 KX1455
 KX1455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX1455'1.5 MI SW FROM WEST BROWNSVILLE JUNCTION.
 KX1455'ABOUT 1.5 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX1455'WEST BROWNSVILLE JUNCTION, WASHINGTON COUNTY, ABOUT 1,740 FEET
 KX1455'EAST OF MILEPOST 54, AND AT THE CENTER OF THE TRACK.  A CORPS OF
 KX1455'ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED 431 A AND SET IN
 KX1455'THE TOP OF A CONCRETE POST.
 KX1455
 KX1455                          STATION RECOVERY (1954)
 KX1455
 KX1455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 KX1455'MARK NOT FOUND.
 KX1455
 KX1455                          STATION RECOVERY (1983)
 KX1455
 KX1455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1455'NOT RECOVERED, A THOROUGH SEARCH WAS MADE FOR THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1790 ***********************************************************************
 KX1790  DESIGNATION -  431 CMP
 KX1790  PID         -  KX1790
 KX1790  STATE/COUNTY-  PA/ARMSTRONG
 KX1790  USGS QUAD   -  MOSGROVE (1993)
 KX1790
 KX1790                         *CURRENT SURVEY CONTROL
 KX1790  ___________________________________________________________________
 KX1790* NAD 83(1986)-  40 49 15.     (N)    079 26 49.     (W)     SCALED    
 KX1790* NAVD 88     -       303.157  (meters)     994.61   (feet)  ADJUSTED  
 KX1790  ___________________________________________________________________
 KX1790  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KX1790  DYNAMIC HT  -         303.008 (meters)     994.12  (feet)  COMP
 KX1790  MODELED GRAV-     980,123.0   (mgal)                       NAVD 88
 KX1790
 KX1790  VERT ORDER  -  FIRST     CLASS II
 KX1790
 KX1790.The horizontal coordinates were scaled from a topographic map and have
 KX1790.an estimated accuracy of +/- 6 seconds.
 KX1790
 KX1790.The orthometric height was determined by differential leveling
 KX1790.and adjusted by the National Geodetic Survey in June 1991..
 KX1790
 KX1790.The geoid height was determined by GEOID03.
 KX1790
 KX1790.The dynamic height is computed by dividing the NAVD 88
 KX1790.geopotential number by the normal gravity value computed on the
 KX1790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1790.degrees latitude (g = 980.6199 gals.).
 KX1790
 KX1790.The modeled gravity was interpolated from observed gravity values.
 KX1790
 KX1790;                    North         East    Units  Estimated Accuracy
 KX1790;SPC PA S     -   166,540.      456,850.      MT  (+/- 180 meters Scaled)
 KX1790
 KX1790                          SUPERSEDED SURVEY CONTROL
 KX1790
 KX1790  NGVD 29 (06/03/92)  303.334  (m)          995.19   (f) ADJUSTED    1 2
 KX1790
 KX1790.Superseded values are not recommended for survey control.
 KX1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1790.See file dsdata.txt to determine how the superseded data were derived.
 KX1790
 KX1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF309200(NAD 83)
 KX1790_MARKER: DD = SURVEY DISK
 KX1790_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KX1790_SP_SET: HEADWALL OF CULVERT
 KX1790_STAMPING: 431 1965 CMP
 KX1790_MARK LOGO: USGS  
 KX1790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1790+STABILITY: SURFACE MOTION
 KX1790
 KX1790  HISTORY     - Date     Condition        Report By
 KX1790  HISTORY     - 1965     MONUMENTED       USGS
 KX1790  HISTORY     - 1982     GOOD             NGS
 KX1790
 KX1790                          STATION DESCRIPTION
 KX1790
 KX1790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1790'2.1 KM (1.3 MI) EAST FROM SUNNYSIDE.
 KX1790'2.1 KM (1.3 MI) EAST
 KX1790'ALONG STATE HIGHWAY 85 FROM THE WEST END OF THE HIGHWAY BRIDGE OVER
 KX1790'COWANSHANNOCK CREEK IN SUNNYSIDE, TO THE MARK ON THE LEFT,
 KX1790'0.2 METER (0.66 FT) FROM THE WEST EDGE OF A CULVERT HEADWALL
 KX1790'1.8 METERS (5.9 FT) IN LARGEST DIMENSION, 4.40 METERS (14.4 FT) NORTH
 KX1790'OF THE CENTER OF THE HIGHWAY.
 KX1790'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0025 ***********************************************************************
 ND0025  DESIGNATION -  4315
 ND0025  PID         -  ND0025
 ND0025  STATE/COUNTY-  PA/ERIE
 ND0025  USGS QUAD   -  FAIRVIEW (1998)
 ND0025
 ND0025                         *CURRENT SURVEY CONTROL
 ND0025  ___________________________________________________________________
 ND0025* NAD 83(1986)-  42 01 35.     (N)    080 18 28.     (W)     SCALED    
 ND0025* NAVD 88     -       216.257  (meters)     709.50   (feet)  POSTED    
 ND0025  ___________________________________________________________________
 ND0025  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 ND0025  DYNAMIC HT  -         216.180 (meters)     709.25  (feet)  COMP
 ND0025  MODELED GRAV-     980,256.6   (mgal)                       NAVD 88
 ND0025
 ND0025  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ND0025
 ND0025.The horizontal coordinates were scaled from a topographic map and have
 ND0025.an estimated accuracy of +/- 6 seconds.
 ND0025
 ND0025.The orthometric height was determined by differential leveling
 ND0025.and adjusted by the National Geodetic Survey in 1992..
 ND0025.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ND0025.rate of 2.1 thru 3.0 mm/km.
 ND0025
 ND0025.The geoid height was determined by GEOID03.
 ND0025
 ND0025.The dynamic height is computed by dividing the NAVD 88
 ND0025.geopotential number by the normal gravity value computed on the
 ND0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0025.degrees latitude (g = 980.6199 gals.).
 ND0025
 ND0025.The modeled gravity was interpolated from observed gravity values.
 ND0025
 ND0025;                    North         East    Units  Estimated Accuracy
 ND0025;SPC PA N     -   209,660.      388,200.      MT  (+/- 180 meters Scaled)
 ND0025
 ND0025                          SUPERSEDED SURVEY CONTROL
 ND0025
 ND0025  NGVD 29 (??/??/92)  216.438  (m)          710.10   (f) ADJ UNCH    1 2
 ND0025
 ND0025.Superseded values are not recommended for survey control.
 ND0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0025.See file dsdata.txt to determine how the superseded data were derived.
 ND0025
 ND0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG573529(NAD 83)
 ND0025_MARKER: B = BOLT
 ND0025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ND0025_SP_SET: CONCRETE BASE
 ND0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ND0025
 ND0025  HISTORY     - Date     Condition        Report By
 ND0025  HISTORY     - UNK      MONUMENTED       NYCRR
 ND0025  HISTORY     - 1961     GOOD             NGS
 ND0025
 ND0025                          STATION DESCRIPTION
 ND0025
 ND0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ND0025'2.4 MI W FROM FAIRVIEW.
 ND0025'2.4 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION
 ND0025'AT FAIRVIEW, ERIE COUNTY, AT SIGNAL 101.2 AND 101.4, IN THE TOP OF
 ND0025'THE NORTHWEST CORNER OF THE CONCRETE BASED, 8 FEET SOUTH OF THE SOUTH
 ND0025'RAIL OF THE SOUTH TRACK, AND 1 FOOT LOWER THAN THE TOP OF THE RAIL.
 ND0025'AN IRON BOLTHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1787 ***********************************************************************
 KX1787  DESIGNATION -  432 CMP
 KX1787  PID         -  KX1787
 KX1787  STATE/COUNTY-  PA/ARMSTRONG
 KX1787  USGS QUAD   -  MOSGROVE (1993)
 KX1787
 KX1787                         *CURRENT SURVEY CONTROL
 KX1787  ___________________________________________________________________
 KX1787* NAD 83(1986)-  40 48 47.     (N)    079 27 45.     (W)     SCALED    
 KX1787* NAVD 88     -       301.686  (meters)     989.78   (feet)  ADJUSTED  
 KX1787  ___________________________________________________________________
 KX1787  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KX1787  DYNAMIC HT  -         301.537 (meters)     989.29  (feet)  COMP
 KX1787  MODELED GRAV-     980,124.8   (mgal)                       NAVD 88
 KX1787
 KX1787  VERT ORDER  -  FIRST     CLASS II
 KX1787
 KX1787.The horizontal coordinates were scaled from a topographic map and have
 KX1787.an estimated accuracy of +/- 6 seconds.
 KX1787
 KX1787.The orthometric height was determined by differential leveling
 KX1787.and adjusted by the National Geodetic Survey in June 1991..
 KX1787
 KX1787.The geoid height was determined by GEOID03.
 KX1787
 KX1787.The dynamic height is computed by dividing the NAVD 88
 KX1787.geopotential number by the normal gravity value computed on the
 KX1787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1787.degrees latitude (g = 980.6199 gals.).
 KX1787
 KX1787.The modeled gravity was interpolated from observed gravity values.
 KX1787
 KX1787;                    North         East    Units  Estimated Accuracy
 KX1787;SPC PA S     -   165,710.      455,520.      MT  (+/- 180 meters Scaled)
 KX1787
 KX1787                          SUPERSEDED SURVEY CONTROL
 KX1787
 KX1787  NGVD 29 (06/03/92)  301.863  (m)          990.36   (f) ADJUSTED    1 2
 KX1787
 KX1787.Superseded values are not recommended for survey control.
 KX1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1787.See file dsdata.txt to determine how the superseded data were derived.
 KX1787
 KX1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF296191(NAD 83)
 KX1787_MARKER: DD = SURVEY DISK
 KX1787_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KX1787_SP_SET: HEADWALL OF CULVERT
 KX1787_STAMPING: 432 CMP 1965 990
 KX1787_MARK LOGO: USGS  
 KX1787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1787+STABILITY: SURFACE MOTION
 KX1787
 KX1787  HISTORY     - Date     Condition        Report By
 KX1787  HISTORY     - 1965     MONUMENTED       USGS
 KX1787  HISTORY     - 1982     GOOD             NGS
 KX1787
 KX1787                          STATION DESCRIPTION
 KX1787
 KX1787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1787'IN SUNNYSIDE.
 KX1787'IN SUNNYSIDE, 0.7 KM (0.45 MI) EAST ALONG STATE HIGHWAY 85 FROM THE
 KX1787'WEST END OF THE HIGHWAY BRIDGE OVER COWANSHANNOCK CREEK, DIRECTLY
 KX1787'ACROSS THE HIGHWAY FROM THE JUNCTION OF A PAVED ROAD LEADING SOUTH, IN
 KX1787'TOP OF THE SOUTHEAST CORNER OF A L-SHAPED CONCRETE HEADWALL OF A
 KX1787'CULVERT,
 KX1787'19.05 METERS (62.5 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE BOTTOM
 KX1787'CONCRETE STEP OF THE FRONT ENTRANCE OF A SINGLE-STORY BRICK HOUSE,
 KX1787'5.02 METERS (16.5 FT) WEST OF A TELEPHONE POLE, AND 4.72 METERS
 KX1787'(15.5 FT) NORTH OF THE CENTER OF THE HIGHWAY.
 KX1787'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2234 ***********************************************************************
 KW2234  DESIGNATION -  43.33 PRR
 KW2234  PID         -  KW2234
 KW2234  STATE/COUNTY-  PA/FRANKLIN
 KW2234  USGS QUAD   -  SHIPPENSBURG (1973)
 KW2234
 KW2234                         *CURRENT SURVEY CONTROL
 KW2234  ___________________________________________________________________
 KW2234* NAD 83(1986)-  40 00 58.     (N)    077 32 18.     (W)     SCALED    
 KW2234* NAVD 88     -       222.297  (meters)     729.32   (feet)  ADJUSTED  
 KW2234  ___________________________________________________________________
 KW2234  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 KW2234  DYNAMIC HT  -         222.170 (meters)     728.90  (feet)  COMP
 KW2234  MODELED GRAV-     980,048.5   (mgal)                       NAVD 88
 KW2234
 KW2234  VERT ORDER  -  FIRST     CLASS II
 KW2234
 KW2234.The horizontal coordinates were scaled from a topographic map and have
 KW2234.an estimated accuracy of +/- 6 seconds.
 KW2234
 KW2234.The orthometric height was determined by differential leveling
 KW2234.and adjusted by the National Geodetic Survey in June 1991..
 KW2234
 KW2234.The geoid height was determined by GEOID03.
 KW2234
 KW2234.The dynamic height is computed by dividing the NAVD 88
 KW2234.geopotential number by the normal gravity value computed on the
 KW2234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2234.degrees latitude (g = 980.6199 gals.).
 KW2234
 KW2234.The modeled gravity was interpolated from observed gravity values.
 KW2234
 KW2234;                    North         East    Units  Estimated Accuracy
 KW2234;SPC PA S     -    75,830.      618,070.      MT  (+/- 180 meters Scaled)
 KW2234
 KW2234                          SUPERSEDED SURVEY CONTROL
 KW2234
 KW2234  NGVD 29 (??/??/??)  222.474  (m)          729.90   (f) ADJUSTED    1 2
 KW2234
 KW2234.Superseded values are not recommended for survey control.
 KW2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2234.See file dsdata.txt to determine how the superseded data were derived.
 KW2234
 KW2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK833326(NAD 83)
 KW2234_MARKER: S = SPIKE
 KW2234_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2234_SP_SET: BRIDGE WALL
 KW2234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2234+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2006
 KW2234
 KW2234  HISTORY     - Date     Condition        Report By
 KW2234  HISTORY     - UNK      MONUMENTED       PRR
 KW2234  HISTORY     - 1960     GOOD             CGS
 KW2234  HISTORY     - 20060407 GOOD             GEOCAC
 KW2234
 KW2234                          STATION DESCRIPTION
 KW2234
 KW2234'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2234'2.7 MI S FROM SHIPPENSBURG.
 KW2234'IN FRANKLIN COUNTY, 2.7 MILES SOUTH ALONG THE PENNSYLVANIA
 KW2234'RAILROAD FROM THE STATION AT SHIPPENSBURG, CUMBERLAND COUNTY,
 KW2234'4-1/2 RAILS SOUTH OF POSSUM HOLLOW ROAD CROSSING, IN FRONT OF
 KW2234'THE STOUFFER BRICK FARMHOUSE, AT BRIDGE 43.33, AND IN THE TOP
 KW2234'OF THE WEST WALL.  A TRACK SPIKE.
 KW2234
 KW2234                          STATION RECOVERY (2006)
 KW2234
 KW2234'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1440 ***********************************************************************
 KV1440  DESIGNATION -  434=1 DLWRR PA
 KV1440  PID         -  KV1440
 KV1440  STATE/COUNTY-  PA/NORTHAMPTON
 KV1440  USGS QUAD   -  BANGOR (1994)
 KV1440
 KV1440                         *CURRENT SURVEY CONTROL
 KV1440  ___________________________________________________________________
 KV1440* NAD 83(1986)-  40 49 45.     (N)    075 12 39.     (W)     SCALED    
 KV1440* NAVD 88     -       131.977  (meters)     432.99   (feet)  ADJUSTED  
 KV1440  ___________________________________________________________________
 KV1440  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 KV1440  DYNAMIC HT  -         131.915 (meters)     432.79  (feet)  COMP
 KV1440  MODELED GRAV-     980,153.8   (mgal)                       NAVD 88
 KV1440
 KV1440  VERT ORDER  -  FIRST     CLASS II
 KV1440
 KV1440.The horizontal coordinates were scaled from a topographic map and have
 KV1440.an estimated accuracy of +/- 6 seconds.
 KV1440
 KV1440.The orthometric height was determined by differential leveling
 KV1440.and adjusted by the National Geodetic Survey in June 1991..
 KV1440
 KV1440.The geoid height was determined by GEOID03.
 KV1440
 KV1440.The dynamic height is computed by dividing the NAVD 88
 KV1440.geopotential number by the normal gravity value computed on the
 KV1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1440.degrees latitude (g = 980.6199 gals.).
 KV1440
 KV1440.The modeled gravity was interpolated from observed gravity values.
 KV1440
 KV1440;                    North         East    Units  Estimated Accuracy
 KV1440;SPC PA S     -   169,170.      814,150.      MT  (+/- 180 meters Scaled)
 KV1440
 KV1440                          SUPERSEDED SURVEY CONTROL
 KV1440
 KV1440  NGVD 29 (??/??/??)  132.168  (m)          433.62   (f) ADJUSTED    1 2
 KV1440
 KV1440.Superseded values are not recommended for survey control.
 KV1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1440.See file dsdata.txt to determine how the superseded data were derived.
 KV1440
 KV1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL822198(NAD 83)
 KV1440_MARKER: R = RIVET
 KV1440_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1440_SP_SET: ABUTMENT
 KV1440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1440
 KV1440  HISTORY     - Date     Condition        Report By
 KV1440  HISTORY     - 1932     MONUMENTED       DLWRR
 KV1440  HISTORY     - 1932     GOOD             CGS
 KV1440  HISTORY     - 1934     GOOD             CGS
 KV1440
 KV1440                          STATION DESCRIPTION
 KV1440
 KV1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1440'0.8 MI S FROM ACKERMANVILLE.
 KV1440'0.8 MILE SOUTH ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 KV1440'RAILROAD FROM ACKERMANVILLE, NORTHAMPTON COUNTY, 5 RAILS WEST OF
 KV1440'MILEPOST 93, 1-1/2 RAILS WEST OF A PRIVATE-ROAD CROSSING, AT A
 KV1440'CONCRETE BRIDGE OVER A SMALL STREAM, AND IN THE TOP OF THE WEST
 KV1440'WING WALL OF THE SOUTH ABUTMENT.  THE TOP OF A ROUND-HEADED IRON
 KV1440'RIVET.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS
 KV1440'NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE
 KV1440'ERIE LACKAWANNA RAILROAD.
 KV1440
 KV1440                          STATION RECOVERY (1934)
 KV1440
 KV1440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 KV1440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1784 ***********************************************************************
 KX1784  DESIGNATION -  436 CMP
 KX1784  PID         -  KX1784
 KX1784  STATE/COUNTY-  PA/ARMSTRONG
 KX1784  USGS QUAD   -  MOSGROVE (1993)
 KX1784
 KX1784                         *CURRENT SURVEY CONTROL
 KX1784  ___________________________________________________________________
 KX1784* NAD 83(1986)-  40 49 12.     (N)    079 29 19.     (W)     SCALED    
 KX1784* NAVD 88     -       285.096  (meters)     935.35   (feet)  ADJUSTED  
 KX1784  ___________________________________________________________________
 KX1784  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KX1784  DYNAMIC HT  -         284.958 (meters)     934.90  (feet)  COMP
 KX1784  MODELED GRAV-     980,130.6   (mgal)                       NAVD 88
 KX1784
 KX1784  VERT ORDER  -  FIRST     CLASS II
 KX1784
 KX1784.The horizontal coordinates were scaled from a topographic map and have
 KX1784.an estimated accuracy of +/- 6 seconds.
 KX1784
 KX1784.The orthometric height was determined by differential leveling
 KX1784.and adjusted by the National Geodetic Survey in June 1991..
 KX1784
 KX1784.The geoid height was determined by GEOID03.
 KX1784
 KX1784.The dynamic height is computed by dividing the NAVD 88
 KX1784.geopotential number by the normal gravity value computed on the
 KX1784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1784.degrees latitude (g = 980.6199 gals.).
 KX1784
 KX1784.The modeled gravity was interpolated from observed gravity values.
 KX1784
 KX1784;                    North         East    Units  Estimated Accuracy
 KX1784;SPC PA S     -   166,520.      453,340.      MT  (+/- 180 meters Scaled)
 KX1784
 KX1784                          SUPERSEDED SURVEY CONTROL
 KX1784
 KX1784  NGVD 29 (06/03/92)  285.276  (m)          935.94   (f) ADJUSTED    1 2
 KX1784
 KX1784.Superseded values are not recommended for survey control.
 KX1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1784.See file dsdata.txt to determine how the superseded data were derived.
 KX1784
 KX1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF274198(NAD 83)
 KX1784_MARKER: DD = SURVEY DISK
 KX1784_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1784_SP_SET: CONCRETE CURBING OF BRIDGE
 KX1784_STAMPING: 436 CMP 1965 936
 KX1784_MARK LOGO: USGS  
 KX1784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1784
 KX1784  HISTORY     - Date     Condition        Report By
 KX1784  HISTORY     - 1965     MONUMENTED       USGS
 KX1784  HISTORY     - 1982     GOOD             NGS
 KX1784
 KX1784                          STATION DESCRIPTION
 KX1784
 KX1784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1784'2.0 KM (1.25 MI) WEST FROM SUNNYSIDE.
 KX1784'1.8 KM (1.1 MI) WEST ALONG STATE HIGHWAY 85 FROM THE WEST END OF THE
 KX1784'HIGHWAY BRIDGE OVER COWANSHANNOCK CREEK IN SUNNYSIDE, THENCE 0.28 KM
 KX1784'(0.15 MI) NORTHEAST ALONG STATE HIGHWAY 28 AND 66 TO THE MARK ON THE
 KX1784'LEFT, IN TOP OF AND NEAR THE NORTHEAST END OF THE
 KX1784'NORTHWEST CONCRETE CURBING
 KX1784'OF THE HIGHWAY BRIDGE OVER COWANSHANNOCK CREEK, 6.55 METERS (21.5 FT)
 KX1784'NORTHWEST OF THE CENTER OF THE HIGHWAY AND 0.48 METERS (1.6 FT)
 KX1784'SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CURBING OF THE BRIDGE.
 KX1784'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1781 ***********************************************************************
 KX1781  DESIGNATION -  437 CMP
 KX1781  PID         -  KX1781
 KX1781  STATE/COUNTY-  PA/ARMSTRONG
 KX1781  USGS QUAD   -  MOSGROVE (1993)
 KX1781
 KX1781                         *CURRENT SURVEY CONTROL
 KX1781  ___________________________________________________________________
 KX1781* NAD 83(1986)-  40 49 59.     (N)    079 28 26.     (W)     SCALED    
 KX1781* NAVD 88     -       355.284  (meters)    1165.63   (feet)  ADJUSTED  
 KX1781  ___________________________________________________________________
 KX1781  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 KX1781  DYNAMIC HT  -         355.111 (meters)    1165.06  (feet)  COMP
 KX1781  MODELED GRAV-     980,128.3   (mgal)                       NAVD 88
 KX1781
 KX1781  VERT ORDER  -  FIRST     CLASS II
 KX1781
 KX1781.The horizontal coordinates were scaled from a topographic map and have
 KX1781.an estimated accuracy of +/- 6 seconds.
 KX1781
 KX1781.The orthometric height was determined by differential leveling
 KX1781.and adjusted by the National Geodetic Survey in June 1991..
 KX1781
 KX1781.The geoid height was determined by GEOID03.
 KX1781
 KX1781.The dynamic height is computed by dividing the NAVD 88
 KX1781.geopotential number by the normal gravity value computed on the
 KX1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1781.degrees latitude (g = 980.6199 gals.).
 KX1781
 KX1781.The modeled gravity was interpolated from observed gravity values.
 KX1781
 KX1781;                    North         East    Units  Estimated Accuracy
 KX1781;SPC PA S     -   167,940.      454,610.      MT  (+/- 180 meters Scaled)
 KX1781
 KX1781                          SUPERSEDED SURVEY CONTROL
 KX1781
 KX1781  NGVD 29 (06/03/92)  355.465  (m)         1166.22   (f) ADJUSTED    1 2
 KX1781
 KX1781.Superseded values are not recommended for survey control.
 KX1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1781.See file dsdata.txt to determine how the superseded data were derived.
 KX1781
 KX1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF286213(NAD 83)
 KX1781_MARKER: DD = SURVEY DISK
 KX1781_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KX1781_SP_SET: HEADWALL OF CATCH BASIN
 KX1781_STAMPING: 437 CMP 1965 1166
 KX1781_MARK LOGO: USGS  
 KX1781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1781+STABILITY: SURFACE MOTION
 KX1781
 KX1781  HISTORY     - Date     Condition        Report By
 KX1781  HISTORY     - 1965     MONUMENTED       USGS
 KX1781  HISTORY     - 1982     GOOD             NGS
 KX1781
 KX1781                          STATION DESCRIPTION
 KX1781
 KX1781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1781'4.0 KM (2.5 MI) NE FROM SUNNYSIDE.
 KX1781'1.8 KM (1.1 MI) WEST ALONG STATE HIGHWAY 85 FROM THE WEST END OF THE
 KX1781'HIGHWAY BRIDGE OVER COWANSHANNOCK CREEK, THENCE 2.2 KM (1.4 MI)
 KX1781'NORTHEAST ALONG STATE HIGHWAYS 28 AND 66 TO THE MARK ON THE LEFT, IN
 KX1781'TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEADWALL OF A CATCH
 KX1781'BASIN, 21.64 METERS (71.0 FT) NORTHEAST OF TELEPHONE POLE 36,
 KX1781'5.48 METERS (18.0 FT) SOUTHEAST OF AN ELECTRIC FENCE, AND 4.11 METERS
 KX1781'(13.5 FT) NORTHWEST OF THE CENTER OF THE HIGHWAY.
 KX1781'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1448 ***********************************************************************
 KV1448  DESIGNATION -  437 USGS
 KV1448  PID         -  KV1448
 KV1448  STATE/COUNTY-  PA/NORTHAMPTON
 KV1448  USGS QUAD   -  WIND GAP (1983)
 KV1448
 KV1448                         *CURRENT SURVEY CONTROL
 KV1448  ___________________________________________________________________
 KV1448* NAD 83(1986)-  40 47 01.     (N)    075 15 48.     (W)     SCALED    
 KV1448* NAVD 88     -       133.027  (meters)     436.44   (feet)  ADJUSTED  
 KV1448  ___________________________________________________________________
 KV1448  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KV1448  DYNAMIC HT  -         132.965 (meters)     436.24  (feet)  COMP
 KV1448  MODELED GRAV-     980,156.6   (mgal)                       NAVD 88
 KV1448
 KV1448  VERT ORDER  -  FIRST     CLASS II
 KV1448
 KV1448.The horizontal coordinates were scaled from a topographic map and have
 KV1448.an estimated accuracy of +/- 6 seconds.
 KV1448
 KV1448.The orthometric height was determined by differential leveling
 KV1448.and adjusted by the National Geodetic Survey in June 1991..
 KV1448
 KV1448.The geoid height was determined by GEOID03.
 KV1448
 KV1448.The dynamic height is computed by dividing the NAVD 88
 KV1448.geopotential number by the normal gravity value computed on the
 KV1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1448.degrees latitude (g = 980.6199 gals.).
 KV1448
 KV1448.The modeled gravity was interpolated from observed gravity values.
 KV1448
 KV1448;                    North         East    Units  Estimated Accuracy
 KV1448;SPC PA S     -   163,990.      809,870.      MT  (+/- 180 meters Scaled)
 KV1448
 KV1448                          SUPERSEDED SURVEY CONTROL
 KV1448
 KV1448  NGVD 29 (??/??/??)  133.231  (m)          437.11   (f) ADJUSTED    1 2
 KV1448
 KV1448.Superseded values are not recommended for survey control.
 KV1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1448.See file dsdata.txt to determine how the superseded data were derived.
 KV1448
 KV1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL777147(NAD 83)
 KV1448_MARKER: DD = SURVEY DISK
 KV1448_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1448_SP_SET: CULVERT
 KV1448_STAMPING: 437
 KV1448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1448
 KV1448  HISTORY     - Date     Condition        Report By
 KV1448  HISTORY     - 1932     MONUMENTED       USGS
 KV1448  HISTORY     - 1932     GOOD             CGS
 KV1448  HISTORY     - 1934     GOOD             CGS
 KV1448  HISTORY     - 19940602 MARK NOT FOUND   USPSQD
 KV1448  HISTORY     - 20040529 MARK NOT FOUND   INDIV
 KV1448
 KV1448                          STATION DESCRIPTION
 KV1448
 KV1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1448'1.4 MI N FROM BELFAST JUNCTION.
 KV1448'1.4 MILES NORTH ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 KV1448'RAILROAD FROM BELFAST JUNCTION, NORTHAMPTON COUNTY, 200 YARDS
 KV1448'SOUTH OF MILEPOST 102, AT THE NORTHWEST CORNER OF WERKHEISER
 KV1448'CROSSING, AT A CONCRETE-PIPE CULVERT UNDER THE TRACK, AND IN
 KV1448'THE TOP OF THE WEST END OF THE SOUTHWEST RETAINING WALL.  A
 KV1448'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 437.
 KV1448
 KV1448                          STATION RECOVERY (1934)
 KV1448
 KV1448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 KV1448'RECOVERED IN GOOD CONDITION.
 KV1448
 KV1448                          STATION RECOVERY (1994)
 KV1448
 KV1448'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1448'MARK NOT FOUND.
 KV1448
 KV1448                          STATION RECOVERY (2004)
 KV1448
 KV1448'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JKM)
 KV1448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1778 ***********************************************************************
 KX1778  DESIGNATION -  438 CMP
 KX1778  PID         -  KX1778
 KX1778  STATE/COUNTY-  PA/ARMSTRONG
 KX1778  USGS QUAD   -  MOSGROVE (1993)
 KX1778
 KX1778                         *CURRENT SURVEY CONTROL
 KX1778  ___________________________________________________________________
 KX1778* NAD 83(1986)-  40 50 43.     (N)    079 27 55.     (W)     SCALED    
 KX1778* NAVD 88     -       336.612  (meters)    1104.37   (feet)  ADJUSTED  
 KX1778  ___________________________________________________________________
 KX1778  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KX1778  DYNAMIC HT  -         336.448 (meters)    1103.83  (feet)  COMP
 KX1778  MODELED GRAV-     980,127.6   (mgal)                       NAVD 88
 KX1778
 KX1778  VERT ORDER  -  FIRST     CLASS II
 KX1778
 KX1778.The horizontal coordinates were scaled from a topographic map and have
 KX1778.an estimated accuracy of +/- 6 seconds.
 KX1778
 KX1778.The orthometric height was determined by differential leveling
 KX1778.and adjusted by the National Geodetic Survey in June 1991..
 KX1778
 KX1778.The geoid height was determined by GEOID03.
 KX1778
 KX1778.The dynamic height is computed by dividing the NAVD 88
 KX1778.geopotential number by the normal gravity value computed on the
 KX1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1778.degrees latitude (g = 980.6199 gals.).
 KX1778
 KX1778.The modeled gravity was interpolated from observed gravity values.
 KX1778
 KX1778;                    North         East    Units  Estimated Accuracy
 KX1778;SPC PA S     -   169,290.      455,360.      MT  (+/- 180 meters Scaled)
 KX1778
 KX1778                          SUPERSEDED SURVEY CONTROL
 KX1778
 KX1778  NGVD 29 (06/03/92)  336.792  (m)         1104.96   (f) ADJUSTED    1 2
 KX1778
 KX1778.Superseded values are not recommended for survey control.
 KX1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1778.See file dsdata.txt to determine how the superseded data were derived.
 KX1778
 KX1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF293227(NAD 83)
 KX1778_MARKER: DD = SURVEY DISK
 KX1778_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KX1778_SP_SET: HEADWALL OF CULVERT
 KX1778_STAMPING: 438 CMP 1965 1105
 KX1778_MARK LOGO: USGS  
 KX1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1778+STABILITY: SURFACE MOTION
 KX1778
 KX1778  HISTORY     - Date     Condition        Report By
 KX1778  HISTORY     - 1965     MONUMENTED       USGS
 KX1778  HISTORY     - 1982     GOOD             NGS
 KX1778
 KX1778                          STATION DESCRIPTION
 KX1778
 KX1778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1778'3.78 KM (2.35 MI) SE FROM MOSGROVE.
 KX1778'1.04 KM (0.65 MI) SOUTHWEST ALONG KITTANNING, TEMPLETON RIVER ROAD
 KX1778'FROM THE CHESAPEAKE AND OHIO RAILROAD BRIDGE OVER THE ALLEGHENY RIVER
 KX1778'IN MOSGROVE, THENCE 2.65 KM (1.65 MI) SOUTHEAST ALONG HAYS RUN ROAD,
 KX1778'THENCE 0.08 KM (0.05 MI) SOUTHWEST ALONG STATE HIGHWAY 28 AND 66 TO
 KX1778'THE MARK ON THE RIGHT, ALSO 1.8 KM (1.1 MI) WEST ALONG STATE HIGHWAY
 KX1778'85 FROM THE WEST END OF THE HIGHWAY BRIDGE OVER COWANSHANNOCK CREEK IN
 KX1778'SUNNYSIDE, THENCE 4.0 KM (2.5 MI) NORTHEAST ALONG STATE HIGHWAYS 28
 KX1778'AND 66 TO THE MARK ON THE LEFT, IN TOP OF AND CENTERED IN THE
 KX1778'SOUTHEAST CONCRETE HEADWALL OF A SMALL CULVERT, 5.18 METERS (17.0 FT)
 KX1778'NORTHWEST OF THE CENTER OF THE HIGHWAY, 2.13 METERS (7.0 FT) SOUTH OF
 KX1778'POWER POLE 113874, 9-4033, AND 1.06 METERS (3.5 FT) SOUTHWEST OF A
 KX1778'HIGHWAY CURVE SIGN.
 KX1778'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0565 ***********************************************************************
 LY0565  DESIGNATION -  438 PADH
 LY0565  PID         -  LY0565
 LY0565  STATE/COUNTY-  PA/PIKE
 LY0565  USGS QUAD   -  MILFORD (1995)
 LY0565
 LY0565                         *CURRENT SURVEY CONTROL
 LY0565  ___________________________________________________________________
 LY0565* NAD 83(1986)-  41 20 40.     (N)    074 45 40.     (W)     SCALED    
 LY0565* NAVD 88     -       133.262  (meters)     437.21   (feet)  ADJUSTED  
 LY0565  ___________________________________________________________________
 LY0565  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 LY0565  DYNAMIC HT  -         133.208 (meters)     437.03  (feet)  COMP
 LY0565  MODELED GRAV-     980,213.2   (mgal)                       NAVD 88
 LY0565
 LY0565  VERT ORDER  -  FIRST     CLASS II
 LY0565
 LY0565.The horizontal coordinates were scaled from a topographic map and have
 LY0565.an estimated accuracy of +/- 6 seconds.
 LY0565
 LY0565.The orthometric height was determined by differential leveling
 LY0565.and adjusted by the National Geodetic Survey in June 1991..
 LY0565
 LY0565.The geoid height was determined by GEOID03.
 LY0565
 LY0565.The dynamic height is computed by dividing the NAVD 88
 LY0565.geopotential number by the normal gravity value computed on the
 LY0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0565.degrees latitude (g = 980.6199 gals.).
 LY0565
 LY0565.The modeled gravity was interpolated from observed gravity values.
 LY0565
 LY0565;                    North         East    Units  Estimated Accuracy
 LY0565;SPC PA N     -   135,110.      850,100.      MT  (+/- 180 meters Scaled)
 LY0565
 LY0565                          SUPERSEDED SURVEY CONTROL
 LY0565
 LY0565  NGVD 29 (??/??/92)  133.439  (m)          437.79   (f) ADJ UNCH    1 2
 LY0565
 LY0565.Superseded values are not recommended for survey control.
 LY0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0565.See file dsdata.txt to determine how the superseded data were derived.
 LY0565
 LY0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL199770(NAD 83)
 LY0565_MARKER: DD = SURVEY DISK
 LY0565_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0565_SP_SET: BRIDGE
 LY0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0565
 LY0565  HISTORY     - Date     Condition        Report By
 LY0565  HISTORY     - UNK      MONUMENTED       PADH
 LY0565  HISTORY     - 1956     GOOD             NGS
 LY0565  HISTORY     - 1978     MARK NOT FOUND   NGS
 LY0565
 LY0565                          STATION DESCRIPTION
 LY0565
 LY0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LY0565'2.5 MI NE FROM MILFORD.
 LY0565'2.5 MILES NORTHEAST ALONG OLD U.S. HIGHWAY 209 FROM THE
 LY0565'COUNTY COURTHOUSE AT MILFORD, ABOUT 300 FEET NORTHWEST OF THE
 LY0565'PRESENT HIGHWAY, ON TOP OF THE NORTHWEST END OF THE NORTHEAST
 LY0565'CONCRETE ABUTMENT OF A CONCRETE BRIDGE OVER CUMMINS CREEK,
 LY0565'13 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND LEVEL
 LY0565'WITH THE BRIDGE FLOOR.
 LY0565
 LY0565                          STATION RECOVERY (1978)
 LY0565
 LY0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LY0565'SEARCHED FOR BUT NOT RECOVERED ON MAY 12, 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1454 ***********************************************************************
 KX1454  DESIGNATION -  439 A
 KX1454  PID         -  KX1454
 KX1454  STATE/COUNTY-  PA/WASHINGTON
 KX1454  USGS QUAD   -  CALIFORNIA (1979)
 KX1454
 KX1454                         *CURRENT SURVEY CONTROL
 KX1454  ___________________________________________________________________
 KX1454* NAD 83(1986)-  40 01 21.     (N)    079 54 54.     (W)     SCALED    
 KX1454* NAVD 88     -       236.311  (meters)     775.30   (feet)  ADJUSTED  
 KX1454  ___________________________________________________________________
 KX1454  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 KX1454  DYNAMIC HT  -         236.180 (meters)     774.87  (feet)  COMP
 KX1454  MODELED GRAV-     980,065.8   (mgal)                       NAVD 88
 KX1454
 KX1454  VERT ORDER  -  FIRST     CLASS II
 KX1454
 KX1454.The horizontal coordinates were scaled from a topographic map and have
 KX1454.an estimated accuracy of +/- 6 seconds.
 KX1454
 KX1454.The orthometric height was determined by differential leveling
 KX1454.and adjusted by the National Geodetic Survey in June 1991..
 KX1454.WARNING-Repeat measurements at this control monument indicate possible
 KX1454.vertical movement.
 KX1454
 KX1454.The geoid height was determined by GEOID03.
 KX1454
 KX1454.The dynamic height is computed by dividing the NAVD 88
 KX1454.geopotential number by the normal gravity value computed on the
 KX1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1454.degrees latitude (g = 980.6199 gals.).
 KX1454
 KX1454.The modeled gravity was interpolated from observed gravity values.
 KX1454
 KX1454;                    North         East    Units  Estimated Accuracy
 KX1454;SPC PA S     -    78,790.      415,200.      MT  (+/- 180 meters Scaled)
 KX1454
 KX1454                          SUPERSEDED SURVEY CONTROL
 KX1454
 KX1454  NGVD 29 (??/??/92)  236.498  (m)          775.91   (f) ADJ UNCH    1 2
 KX1454
 KX1454.Superseded values are not recommended for survey control.
 KX1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1454.See file dsdata.txt to determine how the superseded data were derived.
 KX1454
 KX1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE925308(NAD 83)
 KX1454_MARKER: DD = SURVEY DISK
 KX1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1454_STAMPING: 439 A
 KX1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1454+STABILITY: SURFACE MOTION
 KX1454
 KX1454  HISTORY     - Date     Condition        Report By
 KX1454  HISTORY     - UNK      MONUMENTED       DOD
 KX1454  HISTORY     - 1935     GOOD             NGS
 KX1454  HISTORY     - 1941     GOOD             NGS
 KX1454  HISTORY     - 1983     MARK NOT FOUND   NGS
 KX1454
 KX1454                          STATION DESCRIPTION
 KX1454
 KX1454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX1454'2.1 MI SW FROM WEST BROWNSVILLE JUNCTION.
 KX1454'ABOUT 2.1 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX1454'WEST BROWNSVILLE JUNCTION, WASHINGTON COUNTY, ABOUT 650 FEET
 KX1454'EAST OF BENCH MARK F 120, DESCRIBED ABOVE, ABOUT 475 FEET EAST
 KX1454'OF THE SUNOCO GAS CO. WHOLESALE PLANT, AND AT THE CENTER OF THE
 KX1454'TRACK.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED
 KX1454'439 A AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE FOLLOWING
 KX1454'DISTANCES AND DIRECTIONS MIGHT BE ADDED TO IMPROVE THE
 KX1454'DESCRIPTION-- 422 FEET NORTHEAST OF THE NORTHEAST END OF THE
 KX1454'LARGE SUN OIL COMPANY BUILDING, 32 FEET SOUTH OF THE 5 TH. POLE
 KX1454'NORTHEAST OF THE CROSSING AT THE ENTRANCE TO THE SUN OIL COMPANY
 KX1454'BULK PLANT.
 KX1454
 KX1454                          STATION RECOVERY (1941)
 KX1454
 KX1454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 KX1454'RECOVERED IN GOOD CONDITION.
 KX1454
 KX1454                          STATION RECOVERY (1983)
 KX1454
 KX1454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1454'NOT RECOVERED, A THOROUGH SEARCH WAS MADE FOR THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1775 ***********************************************************************
 KX1775  DESIGNATION -  439 CMP
 KX1775  PID         -  KX1775
 KX1775  STATE/COUNTY-  PA/ARMSTRONG
 KX1775  USGS QUAD   -  MOSGROVE (1993)
 KX1775
 KX1775                         *CURRENT SURVEY CONTROL
 KX1775  ___________________________________________________________________
 KX1775* NAD 83(1986)-  40 51 21.     (N)    079 28 38.     (W)     SCALED    
 KX1775* NAVD 88     -       284.558  (meters)     933.59   (feet)  ADJUSTED  
 KX1775  ___________________________________________________________________
 KX1775  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 KX1775  DYNAMIC HT  -         284.419 (meters)     933.13  (feet)  COMP
 KX1775  MODELED GRAV-     980,127.6   (mgal)                       NAVD 88
 KX1775
 KX1775  VERT ORDER  -  FIRST     CLASS II
 KX1775
 KX1775.The horizontal coordinates were scaled from a topographic map and have
 KX1775.an estimated accuracy of +/- 6 seconds.
 KX1775
 KX1775.The orthometric height was determined by differential leveling
 KX1775.and adjusted by the National Geodetic Survey in June 1991..
 KX1775
 KX1775.The geoid height was determined by GEOID03.
 KX1775
 KX1775.The dynamic height is computed by dividing the NAVD 88
 KX1775.geopotential number by the normal gravity value computed on the
 KX1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1775.degrees latitude (g = 980.6199 gals.).
 KX1775
 KX1775.The modeled gravity was interpolated from observed gravity values.
 KX1775
 KX1775;                    North         East    Units  Estimated Accuracy
 KX1775;SPC PA S     -   170,480.      454,380.      MT  (+/- 180 meters Scaled)
 KX1775
 KX1775                          SUPERSEDED SURVEY CONTROL
 KX1775
 KX1775  NGVD 29 (06/03/92)  284.737  (m)          934.17   (f) ADJUSTED    1 2
 KX1775
 KX1775.Superseded values are not recommended for survey control.
 KX1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1775.See file dsdata.txt to determine how the superseded data were derived.
 KX1775
 KX1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF283238(NAD 83)
 KX1775_MARKER: DD = SURVEY DISK
 KX1775_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KX1775_SP_SET: COPPER-CLAD STEEL ROD
 KX1775_STAMPING: 439 CMP 1965 934
 KX1775_MARK LOGO: USGS  
 KX1775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1775
 KX1775  HISTORY     - Date     Condition        Report By
 KX1775  HISTORY     - 1965     MONUMENTED       USGS
 KX1775  HISTORY     - 1982     GOOD             NGS
 KX1775
 KX1775                          STATION DESCRIPTION
 KX1775
 KX1775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1775'1.9 KM (1.2 MI) SE FROM MOSGROVE.
 KX1775'1.04 KM (0.65 MI) SOUTHWEST ALONG KITTANNING, TEMPLETON RIVER ROAD
 KX1775'FROM THE CHESAPEAKE AND OHIO RAILROAD BRIDGE OVER THE ALLEGHENY RIVER
 KX1775'IN MOSGROVE, THENCE 0.88 KM (0.55 MI) SOUTHEAST ALONG HAYS RUN ROAD TO
 KX1775'THE MARK ON THE RIGHT, NEAR THE SOUTHEAST END OF THE PROPERTY OF A
 KX1775'HOUSE TRAILER, 56.69 METERS (186.0 FT) SOUTH-SOUTHEAST OF
 KX1775'THE EAST CORNER OF THE
 KX1775'HOUSE TRAILER, 12.19 METERS (40.0 FT) SOUTHWEST OF THE CENTER OF HAYS
 KX1775'RUN ROAD, 11.88 METERS (39.0 FT) SOUTHEAST OF POWER POLE 2580,27
 KX1775'WITH A TRANSFORMER, A COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL
 KX1775'ENCASED IN A PIPE PROJECTING 15 CM.
 KX1775'THE MARK IS 0.18 METERS  NE FROM A WITNESS POST.
 KX1775'THE MARK IS 0.91 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1517 ***********************************************************************
 JV1517  DESIGNATION -  439 USGS
 JV1517  PID         -  JV1517
 JV1517  STATE/COUNTY-  PA/YORK
 JV1517  USGS QUAD   -  GLEN ROCK (1984)
 JV1517
 JV1517                         *CURRENT SURVEY CONTROL
 JV1517  ___________________________________________________________________
 JV1517* NAD 83(1986)-  39 52 28.     (N)    076 44 58.     (W)     SCALED    
 JV1517* NAVD 88     -       133.681  (meters)     438.59   (feet)  ADJUSTED  
 JV1517  ___________________________________________________________________
 JV1517  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JV1517  DYNAMIC HT  -         133.613 (meters)     438.36  (feet)  COMP
 JV1517  MODELED GRAV-     980,112.2   (mgal)                       NAVD 88
 JV1517
 JV1517  VERT ORDER  -  SECOND    CLASS 0
 JV1517
 JV1517.The horizontal coordinates were scaled from a topographic map and have
 JV1517.an estimated accuracy of +/- 6 seconds.
 JV1517
 JV1517.The orthometric height was determined by differential leveling
 JV1517.and adjusted by the National Geodetic Survey in June 1991..
 JV1517
 JV1517.The geoid height was determined by GEOID03.
 JV1517
 JV1517.The dynamic height is computed by dividing the NAVD 88
 JV1517.geopotential number by the normal gravity value computed on the
 JV1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1517.degrees latitude (g = 980.6199 gals.).
 JV1517
 JV1517.The modeled gravity was interpolated from observed gravity values.
 JV1517
 JV1517;                    North         East    Units  Estimated Accuracy
 JV1517;SPC PA S     -    60,570.      685,600.      MT  (+/- 180 meters Scaled)
 JV1517
 JV1517                          SUPERSEDED SURVEY CONTROL
 JV1517
 JV1517  NGVD 29 (??/??/??)  133.927  (m)          439.39   (f) ADJUSTED    2 0
 JV1517
 JV1517.Superseded values are not recommended for survey control.
 JV1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1517.See file dsdata.txt to determine how the superseded data were derived.
 JV1517
 JV1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK503152(NAD 83)
 JV1517_MARKER: DD = SURVEY DISK
 JV1517_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1517_SP_SET: BRIDGE
 JV1517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1517
 JV1517  HISTORY     - Date     Condition        Report By
 JV1517  HISTORY     - UNK      MONUMENTED       USGS
 JV1517  HISTORY     - 1935     GOOD             CGS
 JV1517
 JV1517                          STATION DESCRIPTION
 JV1517
 JV1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1517'AT GLATFELTER.
 JV1517'AT GLATFELTER, YORK COUNTY, ON THE PENNSYLVANIA RAILROAD, AT A
 JV1517'CONCRETE-ROAD CROSSING, 9 FEET NORTH OF THE CENTER LINE OF THE
 JV1517'ROAD, ABOUT 225 FEET EAST OF THE CENTER LINE OF THE TRACK, AT A
 JV1517'BRIDGE OVER CODORUS CREEK, AND IN THE TOP OF THE EAST END OF THE
 JV1517'NORTHWEST APPROACH COPING.  A UNITED STATES GEOLOGICAL SURVEY
 JV1517'STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0840 ***********************************************************************
 MA0840  DESIGNATION -  44
 MA0840  PID         -  MA0840
 MA0840  STATE/COUNTY-  PA/WARREN
 MA0840  USGS QUAD   -  YOUNGSVILLE (1981)
 MA0840
 MA0840                         *CURRENT SURVEY CONTROL
 MA0840  ___________________________________________________________________
 MA0840* NAD 83(1986)-  41 50 54.     (N)    079 19 25.     (W)     SCALED    
 MA0840* NAVD 88     -       367.635  (meters)    1206.15   (feet)  ADJUSTED  
 MA0840  ___________________________________________________________________
 MA0840  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MA0840  DYNAMIC HT  -         367.489 (meters)    1205.67  (feet)  COMP
 MA0840  MODELED GRAV-     980,215.9   (mgal)                       NAVD 88
 MA0840
 MA0840  VERT ORDER  -  FIRST     CLASS II
 MA0840
 MA0840.The horizontal coordinates were scaled from a topographic map and have
 MA0840.an estimated accuracy of +/- 6 seconds.
 MA0840
 MA0840.The orthometric height was determined by differential leveling
 MA0840.and adjusted by the National Geodetic Survey in June 1991..
 MA0840
 MA0840.The geoid height was determined by GEOID03.
 MA0840
 MA0840.The dynamic height is computed by dividing the NAVD 88
 MA0840.geopotential number by the normal gravity value computed on the
 MA0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0840.degrees latitude (g = 980.6199 gals.).
 MA0840
 MA0840.The modeled gravity was interpolated from observed gravity values.
 MA0840
 MA0840;                    North         East    Units  Estimated Accuracy
 MA0840;SPC PA N     -   187,950.      469,330.      MT  (+/- 180 meters Scaled)
 MA0840
 MA0840                          SUPERSEDED SURVEY CONTROL
 MA0840
 MA0840  NGVD 29 (??/??/92)  367.802  (m)         1206.70   (f) ADJ UNCH    1 2
 MA0840
 MA0840.Superseded values are not recommended for survey control.
 MA0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0840.See file dsdata.txt to determine how the superseded data were derived.
 MA0840
 MA0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG391342(NAD 83)
 MA0840_MARKER: B = BOLT
 MA0840_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0840_SP_SET: BRIDGE SEAT
 MA0840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0840+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2001
 MA0840
 MA0840  HISTORY     - Date     Condition        Report By
 MA0840  HISTORY     - UNK      MONUMENTED       PRR
 MA0840  HISTORY     - 1935     GOOD             NGS
 MA0840  HISTORY     - 20010520 GOOD             USPSQD
 MA0840
 MA0840                          STATION DESCRIPTION
 MA0840
 MA0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA0840'0.3 MI W FROM YOUNGSVILLE.
 MA0840'ABOUT 0.3 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA0840'STATION AT YOUNGSVILLE, WARREN COUNTY, ABOUT 9 RAILS WEST OF
 MA0840'MILEPOST 57, AT BRIDGE 56.97, IN THE SOUTH CORNER OF THE WEST
 MA0840'BRIDGE SEAT, 7.3 FEET SOUTHWEST OF THE SOUTHWEST END OF THE
 MA0840'STEEL BRIDGE WALL, 11 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK,
 MA0840'ABOUT 6 FEET LOWER THAN THE LEVEL OF THE TRACK, AND NEAR THE
 MA0840'LETTERS B.M. 44.  A COPPER BOLT.
 MA0840
 MA0840                          STATION RECOVERY (2001)
 MA0840
 MA0840'RECOVERY NOTE BY US POWER SQUADRON 2001 (PR)
 MA0840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0211 ***********************************************************************
 MB0211  DESIGNATION -  44
 MB0211  PID         -  MB0211
 MB0211  STATE/COUNTY-  PA/ERIE
 MB0211  USGS QUAD   -  EAST SPRINGFIELD (1990)
 MB0211
 MB0211                         *CURRENT SURVEY CONTROL
 MB0211  ___________________________________________________________________
 MB0211* NAD 83(1986)-  41 54 39.     (N)    080 24 05.     (W)     SCALED    
 MB0211* NAVD 88     -       275.759  (meters)     904.72   (feet)  ADJUSTED  
 MB0211  ___________________________________________________________________
 MB0211  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 MB0211  DYNAMIC HT  -         275.656 (meters)     904.38  (feet)  COMP
 MB0211  MODELED GRAV-     980,241.6   (mgal)                       NAVD 88
 MB0211
 MB0211  VERT ORDER  -  SECOND    CLASS 0
 MB0211
 MB0211.The horizontal coordinates were scaled from a topographic map and have
 MB0211.an estimated accuracy of +/- 6 seconds.
 MB0211
 MB0211.The orthometric height was determined by differential leveling
 MB0211.and adjusted by the National Geodetic Survey in June 1991..
 MB0211
 MB0211.The geoid height was determined by GEOID03.
 MB0211
 MB0211.The dynamic height is computed by dividing the NAVD 88
 MB0211.geopotential number by the normal gravity value computed on the
 MB0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0211.degrees latitude (g = 980.6199 gals.).
 MB0211
 MB0211.The modeled gravity was interpolated from observed gravity values.
 MB0211
 MB0211;                    North         East    Units  Estimated Accuracy
 MB0211;SPC PA N     -   197,070.      380,060.      MT  (+/- 180 meters Scaled)
 MB0211
 MB0211                          SUPERSEDED SURVEY CONTROL
 MB0211
 MB0211  NGVD 29 (??/??/92)  275.942  (m)          905.32   (f) ADJ UNCH    2 0
 MB0211
 MB0211.Superseded values are not recommended for survey control.
 MB0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0211.See file dsdata.txt to determine how the superseded data were derived.
 MB0211
 MB0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG496400(NAD 83)
 MB0211_MARKER: DB = BENCH MARK DISK
 MB0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0211_STAMPING: 44 FAD 905 1956
 MB0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0211+STABILITY: SURFACE MOTION
 MB0211
 MB0211  HISTORY     - Date     Condition        Report By
 MB0211  HISTORY     - 1956     MONUMENTED       USGS
 MB0211  HISTORY     - 1967     GOOD             NGS
 MB0211
 MB0211                          STATION DESCRIPTION
 MB0211
 MB0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MB0211'3.7 MI NW FROM ALBION.
 MB0211'ABOUT 2.3 MILES WEST ALONG U.S. HIGHWAY 6N FROM THE POST
 MB0211'OFFICE IN ALBION, THENCE, 1.4 MILES NORTH ALONG A MACADAM ROAD,
 MB0211'SET IN THE NORTHEAST QUADRANT AT KIDDERS CORNER INTERSECTION,
 MB0211'120 FEET NORTH OF KIDDERS CORNERS COMMUNITY CHURCH, 31 FEET
 MB0211'NORTH OF THE CENTERLINE OF A CROSSROAD, 29 FEET EAST OF THE
 MB0211'CENTERLINE OF THE MACADAM ROAD, SET IN THE TOP OF A CONCRETE
 MB0211'POST PROJECTING 5-INCHES AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0320 ***********************************************************************
 MA0320  DESIGNATION -  44
 MA0320  PID         -  MA0320
 MA0320  STATE/COUNTY-  PA/CAMERON
 MA0320  USGS QUAD   -  CAMERON (1971)
 MA0320
 MA0320                         *CURRENT SURVEY CONTROL
 MA0320  ___________________________________________________________________
 MA0320* NAD 83(1986)-  41 28 05.     (N)    078 11 48.     (W)     SCALED    
 MA0320* NAVD 88     -       300.207  (meters)     984.93   (feet)  ADJUSTED  
 MA0320  ___________________________________________________________________
 MA0320  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 MA0320  DYNAMIC HT  -         300.077 (meters)     984.50  (feet)  COMP
 MA0320  MODELED GRAV-     980,182.6   (mgal)                       NAVD 88
 MA0320
 MA0320  VERT ORDER  -  SECOND    CLASS 0
 MA0320
 MA0320.The horizontal coordinates were scaled from a topographic map and have
 MA0320.an estimated accuracy of +/- 6 seconds.
 MA0320
 MA0320.The orthometric height was determined by differential leveling
 MA0320.and adjusted by the National Geodetic Survey in June 1991..
 MA0320
 MA0320.The geoid height was determined by GEOID03.
 MA0320
 MA0320.The dynamic height is computed by dividing the NAVD 88
 MA0320.geopotential number by the normal gravity value computed on the
 MA0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0320.degrees latitude (g = 980.6199 gals.).
 MA0320
 MA0320.The modeled gravity was interpolated from observed gravity values.
 MA0320
 MA0320;                    North         East    Units  Estimated Accuracy
 MA0320;SPC PA N     -   144,620.      562,690.      MT  (+/- 180 meters Scaled)
 MA0320
 MA0320                          SUPERSEDED SURVEY CONTROL
 MA0320
 MA0320  NGVD 29 (??/??/92)  300.368  (m)          985.46   (f) ADJ UNCH    2 0
 MA0320
 MA0320.Superseded values are not recommended for survey control.
 MA0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0320.See file dsdata.txt to determine how the superseded data were derived.
 MA0320
 MA0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF341945(NAD 83)
 MA0320_MARKER: Q = CHISELED SQUARE
 MA0320_SETTING: 80 = SET IN A BOULDER
 MA0320_SP_SET: BOULDER
 MA0320_STAMPING: BM 44
 MA0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0320+STABILITY: SURFACE MOTION
 MA0320
 MA0320  HISTORY     - Date     Condition        Report By
 MA0320  HISTORY     - UNK      MONUMENTED       PRR
 MA0320  HISTORY     - 1934     GOOD             NGS
 MA0320
 MA0320                          STATION DESCRIPTION
 MA0320
 MA0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0320'3.4 MI E FROM EMPORIUM.
 MA0320'3.4 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM EMPORIUM,
 MA0320'CAMERON COUNTY, ABOUT 1,916 FEET EAST OF MILEPOST 153, 10 FEET
 MA0320'NORTH OF THE CENTER LINE OF THE TRACK, ON THE TOP OF A LARGE
 MA0320'BOULDER, AND ABOUT 1-1/2 FEET HIGHER THAN THE TOP OF THE RAIL.
 MA0320'A CHISELED SQUARE, MARKED B.M. 44.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1032 ***********************************************************************
 MA1032  DESIGNATION -  44
 MA1032  PID         -  MA1032
 MA1032  STATE/COUNTY-  PA/JEFFERSON
 MA1032  USGS QUAD   -  BROOKVILLE (1969)
 MA1032
 MA1032                         *CURRENT SURVEY CONTROL
 MA1032  ___________________________________________________________________
 MA1032* NAD 83(1986)-  41 08 51.     (N)    079 05 35.     (W)     SCALED    
 MA1032* NAVD 88     -       375.199  (meters)    1230.97   (feet)  ADJUSTED  
 MA1032  ___________________________________________________________________
 MA1032  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 MA1032  DYNAMIC HT  -         375.024 (meters)    1230.39  (feet)  COMP
 MA1032  MODELED GRAV-     980,146.8   (mgal)                       NAVD 88
 MA1032
 MA1032  VERT ORDER  -  SECOND    CLASS 0
 MA1032
 MA1032.The horizontal coordinates were scaled from a topographic map and have
 MA1032.an estimated accuracy of +/- 6 seconds.
 MA1032
 MA1032.The orthometric height was determined by differential leveling
 MA1032.and adjusted by the National Geodetic Survey in June 1991..
 MA1032
 MA1032.The geoid height was determined by GEOID03.
 MA1032
 MA1032.The dynamic height is computed by dividing the NAVD 88
 MA1032.geopotential number by the normal gravity value computed on the
 MA1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1032.degrees latitude (g = 980.6199 gals.).
 MA1032
 MA1032.The modeled gravity was interpolated from observed gravity values.
 MA1032
 MA1032;                    North         East    Units  Estimated Accuracy
 MA1032;SPC PA N     -   109,800.      487,260.      MT  (+/- 180 meters Scaled)
 MA1032
 MA1032                          SUPERSEDED SURVEY CONTROL
 MA1032
 MA1032  NGVD 29 (??/??/92)  375.380  (m)         1231.56   (f) ADJ UNCH    2 0
 MA1032
 MA1032.Superseded values are not recommended for survey control.
 MA1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1032.See file dsdata.txt to determine how the superseded data were derived.
 MA1032
 MA1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF600568(NAD 83)
 MA1032_MARKER: Q = CHISELED SQUARE
 MA1032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1032_SP_SET: CULVERT
 MA1032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1032
 MA1032  HISTORY     - Date     Condition        Report By
 MA1032  HISTORY     - UNK      MONUMENTED       PRR
 MA1032  HISTORY     - 1935     GOOD             NGS
 MA1032
 MA1032                          STATION DESCRIPTION
 MA1032
 MA1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1032'0.7 MI W FROM BROOKVILLE.
 MA1032'ABOUT 0.7 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA1032'STATION AT BROOKVILLE, JEFFERSON COUNTY, ABOUT 0.7 MILE EAST OF
 MA1032'MILEPOST 40, AT A 6-FOOT PIPE CULVERT, ON THE TOP OF THE
 MA1032'NORTHEAST MASONRY HEAD WALL, 9 FEET NORTHEAST OF THE CENTER LINE
 MA1032'OF THE TRACK, AND ABOUT 1-1/2 FEET LOWER THAN THE TOP OF THE
 MA1032'RAIL.  A CHISELED SQUARE, MARKED B.M. 44.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0980 ***********************************************************************
 KX0980  DESIGNATION -  44
 KX0980  PID         -  KX0980
 KX0980  STATE/COUNTY-  PA/WESTMORELAND
 KX0980  USGS QUAD   -  BOLIVAR (1993)
 KX0980
 KX0980                         *CURRENT SURVEY CONTROL
 KX0980  ___________________________________________________________________
 KX0980* NAD 83(1986)-  40 23 49.     (N)    079 08 59.     (W)     SCALED    
 KX0980* NAVD 88     -       319.770  (meters)    1049.11   (feet)  ADJUSTED  
 KX0980  ___________________________________________________________________
 KX0980  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KX0980  DYNAMIC HT  -         319.603 (meters)    1048.56  (feet)  COMP
 KX0980  MODELED GRAV-     980,093.4   (mgal)                       NAVD 88
 KX0980
 KX0980  VERT ORDER  -  FIRST     CLASS I
 KX0980
 KX0980.The horizontal coordinates were scaled from a topographic map and have
 KX0980.an estimated accuracy of +/- 6 seconds.
 KX0980
 KX0980.The orthometric height was determined by differential leveling
 KX0980.and adjusted by the National Geodetic Survey in June 1991..
 KX0980.WARNING-Repeat measurements at this control monument indicate possible
 KX0980.vertical movement.
 KX0980
 KX0980.The geoid height was determined by GEOID03.
 KX0980
 KX0980.The dynamic height is computed by dividing the NAVD 88
 KX0980.geopotential number by the normal gravity value computed on the
 KX0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0980.degrees latitude (g = 980.6199 gals.).
 KX0980
 KX0980.The modeled gravity was interpolated from observed gravity values.
 KX0980
 KX0980;                    North         East    Units  Estimated Accuracy
 KX0980;SPC PA S     -   119,040.      481,180.      MT  (+/- 180 meters Scaled)
 KX0980
 KX0980                          SUPERSEDED SURVEY CONTROL
 KX0980
 KX0980  NGVD 29 (??/??/92)  319.940  (m)         1049.67   (f) ADJ UNCH    1 1
 KX0980
 KX0980.Superseded values are not recommended for survey control.
 KX0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0980.See file dsdata.txt to determine how the superseded data were derived.
 KX0980
 KX0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE570734(NAD 83)
 KX0980_MARKER: B = BOLT
 KX0980_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0980_SP_SET: STEPS
 KX0980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0980
 KX0980  HISTORY     - Date     Condition        Report By
 KX0980  HISTORY     - UNK      MONUMENTED       PRR
 KX0980  HISTORY     - 1966     GOOD             NGS
 KX0980
 KX0980                          STATION DESCRIPTION
 KX0980
 KX0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0980'AT BOLIVAR.
 KX0980'AT BOLIVAR ON THE PENNSYLVANIA RAILROAD, ABOUT 0.2 MILE EAST OF
 KX0980'MILEPOST 295, SET IN THE TOP OF THE WEST WALL THAT WAS ONCE A
 KX0980'PART OF THE STEPS (NOW ABANDONED) THAT PART OF THE RAILROAD OVERPASS
 KX0980'OVER STATE HIGHWAY 259, 16 FEET NORTH OF THE NORTH RAIL OF THE
 KX0980'SOUTH ONE OF THREE TRACKS, 15 1/2 FEET SOUTH OF THE SOUTH RAIL
 KX0980'OF THE CENTER ONE OF THREE TRACKS, 2.8 FEET SOUTH OF THE NORTHWEST
 KX0980'CORNER OF A METAL GUARD RAIL AND ABOUT 1 FOOT ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1515 ***********************************************************************
 KX1515  DESIGNATION -  44 L
 KX1515  PID         -  KX1515
 KX1515  STATE/COUNTY-  PA/ARMSTRONG
 KX1515  USGS QUAD   -  KITTANNING (1993)
 KX1515
 KX1515                         *CURRENT SURVEY CONTROL
 KX1515  ___________________________________________________________________
 KX1515* NAD 83(1986)-  40 47 29.     (N)    079 31 05.     (W)     SCALED    
 KX1515* NAVD 88     -       242.971  (meters)     797.15   (feet)  ADJUSTED  
 KX1515  ___________________________________________________________________
 KX1515  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 KX1515  DYNAMIC HT  -         242.851 (meters)     796.75  (feet)  COMP
 KX1515  MODELED GRAV-     980,126.0   (mgal)                       NAVD 88
 KX1515
 KX1515  VERT ORDER  -  FIRST     CLASS II
 KX1515
 KX1515.The horizontal coordinates were scaled from a topographic map and have
 KX1515.an estimated accuracy of +/- 6 seconds.
 KX1515
 KX1515.The orthometric height was determined by differential leveling
 KX1515.and adjusted by the National Geodetic Survey in June 1991..
 KX1515
 KX1515.The geoid height was determined by GEOID03.
 KX1515
 KX1515.The dynamic height is computed by dividing the NAVD 88
 KX1515.geopotential number by the normal gravity value computed on the
 KX1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1515.degrees latitude (g = 980.6199 gals.).
 KX1515
 KX1515.The modeled gravity was interpolated from observed gravity values.
 KX1515
 KX1515;                    North         East    Units  Estimated Accuracy
 KX1515;SPC PA S     -   163,390.      450,790.      MT  (+/- 180 meters Scaled)
 KX1515
 KX1515                          SUPERSEDED SURVEY CONTROL
 KX1515
 KX1515  NGVD 29 (??/??/92)  243.150  (m)          797.73   (f) ADJ UNCH    1 2
 KX1515
 KX1515.Superseded values are not recommended for survey control.
 KX1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1515.See file dsdata.txt to determine how the superseded data were derived.
 KX1515
 KX1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF250166(NAD 83)
 KX1515_MARKER: B = BOLT
 KX1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1515_STAMPING: 44 L USED
 KX1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1515+STABILITY: SURFACE MOTION
 KX1515
 KX1515  HISTORY     - Date     Condition        Report By
 KX1515  HISTORY     - UNK      MONUMENTED       DOD
 KX1515  HISTORY     - 1967     MARK NOT FOUND   NGS
 KX1515  HISTORY     - 20050901 MARK NOT FOUND   PADT
 KX1515
 KX1515                          STATION DESCRIPTION
 KX1515
 KX1515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX1515'2.1 MI S FROM KITTANNING.
 KX1515'2.1 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM KITTANNING,
 KX1515'ARMSTRONG COUNTY, 800 FEET DOWNSTREAM FROM A POWERLINE WHICH
 KX1515'CROSSES THE RIVER, 222 FEET UPSTREAM FROM A FRAME HOUSE, 345
 KX1515'FEET DIAGONALLY DOWNSTREAM FROM A TILE HOUSE, AND 12.5 FEET
 KX1515'LANDWARD OF THE LAND RAIL.  A COPPER BOLT, STAMPED 44 L USED
 KX1515'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KX1515
 KX1515                          STATION RECOVERY (2005)
 KX1515
 KX1515'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 KX1515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1526 ***********************************************************************
 JV1526  DESIGNATION -  44 PRR
 JV1526  PID         -  JV1526
 JV1526  STATE/COUNTY-  PA/YORK
 JV1526  USGS QUAD   -  GLEN ROCK (1984)
 JV1526
 JV1526                         *CURRENT SURVEY CONTROL
 JV1526  ___________________________________________________________________
 JV1526* NAD 83(1986)-  39 48 05.     (N)    076 44 29.     (W)     SCALED    
 JV1526* NAVD 88     -       162.558  (meters)     533.33   (feet)  ADJUSTED  
 JV1526  ___________________________________________________________________
 JV1526  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JV1526  DYNAMIC HT  -         162.477 (meters)     533.06  (feet)  COMP
 JV1526  MODELED GRAV-     980,126.9   (mgal)                       NAVD 88
 JV1526
 JV1526  VERT ORDER  -  SECOND    CLASS 0
 JV1526
 JV1526.The horizontal coordinates were scaled from a topographic map and have
 JV1526.an estimated accuracy of +/- 6 seconds.
 JV1526
 JV1526.The orthometric height was determined by differential leveling
 JV1526.and adjusted by the National Geodetic Survey in June 1991..
 JV1526
 JV1526.The geoid height was determined by GEOID03.
 JV1526
 JV1526.The dynamic height is computed by dividing the NAVD 88
 JV1526.geopotential number by the normal gravity value computed on the
 JV1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1526.degrees latitude (g = 980.6199 gals.).
 JV1526
 JV1526.The modeled gravity was interpolated from observed gravity values.
 JV1526
 JV1526;                    North         East    Units  Estimated Accuracy
 JV1526;SPC PA S     -    52,460.      686,380.      MT  (+/- 180 meters Scaled)
 JV1526
 JV1526                          SUPERSEDED SURVEY CONTROL
 JV1526
 JV1526  NGVD 29 (??/??/??)  162.787  (m)          534.08   (f) ADJUSTED    2 0
 JV1526
 JV1526.Superseded values are not recommended for survey control.
 JV1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1526.See file dsdata.txt to determine how the superseded data were derived.
 JV1526
 JV1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK509071(NAD 83)
 JV1526_MARKER: B = BOLT
 JV1526_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1526_SP_SET: BRIDGE
 JV1526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1526
 JV1526  HISTORY     - Date     Condition        Report By
 JV1526  HISTORY     - UNK      MONUMENTED       PRR
 JV1526  HISTORY     - 1935     GOOD             CGS
 JV1526  HISTORY     - 1961     GOOD             CGS
 JV1526
 JV1526                          STATION DESCRIPTION
 JV1526
 JV1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1526'1.7 MI S FROM LARUE.
 JV1526'1.7 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JV1526'AT LARUE, YORK COUNTY, AT BRIDGE 42.48 OVER CENTERVILLE CREEK, IN
 JV1526'THE TOP OF THE SOUTH END OF THE EAST COPING, AND 12 FEET WEST OF
 JV1526'THE CENTER LINE OF THE WEST TRACK.  A COPPER BOLT.
 JV1526
 JV1526                          STATION RECOVERY (1961)
 JV1526
 JV1526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JV1526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1543 ***********************************************************************
 JU1543  DESIGNATION -  44 PRR
 JU1543  PID         -  JU1543
 JU1543  STATE/COUNTY-  PA/CHESTER
 JU1543  USGS QUAD   -  NEWARK WEST (1992)
 JU1543
 JU1543                         *CURRENT SURVEY CONTROL
 JU1543  ___________________________________________________________________
 JU1543* NAD 83(1986)-  39 38 54.     (N)    075 49 55.     (W)     SCALED    
 JU1543* NAVD 88     -       118.44   (+/-2cm)     388.6    (feet)  VERTCON   
 JU1543  ___________________________________________________________________
 JU1543  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JU1543
 JU1543  VERT ORDER  -  ? (See Below)
 JU1543
 JU1543.The horizontal coordinates were scaled from a topographic map and have
 JU1543.an estimated accuracy of +/- 6 seconds.
 JU1543
 JU1543.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU1543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU1543.The vertical order pertains to the NGVD 29 superseded value.
 JU1543
 JU1543.The geoid height was determined by GEOID03.
 JU1543
 JU1543;                    North         East    Units  Estimated Accuracy
 JU1543;SPC PA S     -    36,760.      764,620.      MT  (+/- 180 meters Scaled)
 JU1543
 JU1543                          SUPERSEDED SURVEY CONTROL
 JU1543
 JU1543  NGVD 29 (??/??/??)  118.761  (m)          389.63   (f) ADJUSTED    ?  
 JU1543
 JU1543.Superseded values are not recommended for survey control.
 JU1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1543.See file dsdata.txt to determine how the superseded data were derived.
 JU1543
 JU1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ286890(NAD 83)
 JU1543_MARKER: B = BOLT
 JU1543_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1543_SP_SET: UNDERPASS HEADWALL
 JU1543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1543
 JU1543  HISTORY     - Date     Condition        Report By
 JU1543  HISTORY     - UNK      MONUMENTED       PRR
 JU1543  HISTORY     - 1955     GOOD             CGS
 JU1543
 JU1543                          STATION DESCRIPTION
 JU1543
 JU1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JU1543'4.9 MI NE FROM PARKESBURG.
 JU1543'4.9 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1543'STATION AT PARKESBURG, ABOUT 106 YARDS SOUTHWEST OF MILE POST
 JU1543'39, AT WEST COATSVILLE, ABOUT 7.0 MILES SOUTHWEST OF THE STATION
 JU1543'AT DOWNINGTOWN, A COPPER BOLT IN THE TOP OF THE NORTHEAST END OF
 JU1543'THE SOUTHEAST STONE HEAD WALL OF PEDESTRIAN UNDERPASS NO. 39-07
 JU1543'UNDER TRACK (ALSO USED TO CONDUCT INSULATED PIPE LINE UNDER
 JU1543'TRACK), 5.2 FEET SOUTHEAST OF SOUTHEAST RAIL AND ABOUT 1 1/2
 JU1543'FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1298 ***********************************************************************
 LZ1298  DESIGNATION -  441 A
 LZ1298  PID         -  LZ1298
 LZ1298  STATE/COUNTY-  PA/CLINTON
 LZ1298  USGS QUAD   -  SNOW SHOE NW (1988)
 LZ1298
 LZ1298                         *CURRENT SURVEY CONTROL
 LZ1298  ___________________________________________________________________
 LZ1298* NAD 83(1986)-  41 10 42.     (N)    077 58 18.     (W)     SCALED    
 LZ1298* NAVD 88     -       231.764  (meters)     760.38   (feet)  ADJUSTED  
 LZ1298  ___________________________________________________________________
 LZ1298  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 LZ1298  DYNAMIC HT  -         231.644 (meters)     759.99  (feet)  COMP
 LZ1298  MODELED GRAV-     980,102.5   (mgal)                       NAVD 88
 LZ1298
 LZ1298  VERT ORDER  -  SECOND    CLASS 0
 LZ1298
 LZ1298.The horizontal coordinates were scaled from a topographic map and have
 LZ1298.an estimated accuracy of +/- 6 seconds.
 LZ1298
 LZ1298.The orthometric height was determined by differential leveling
 LZ1298.and adjusted by the National Geodetic Survey in June 1991..
 LZ1298
 LZ1298.The geoid height was determined by GEOID03.
 LZ1298
 LZ1298.The dynamic height is computed by dividing the NAVD 88
 LZ1298.geopotential number by the normal gravity value computed on the
 LZ1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1298.degrees latitude (g = 980.6199 gals.).
 LZ1298
 LZ1298.The modeled gravity was interpolated from observed gravity values.
 LZ1298
 LZ1298;                    North         East    Units  Estimated Accuracy
 LZ1298;SPC PA N     -   112,370.      581,400.      MT  (+/- 180 meters Scaled)
 LZ1298
 LZ1298                          SUPERSEDED SURVEY CONTROL
 LZ1298
 LZ1298  NGVD 29 (??/??/92)  231.927  (m)          760.91   (f) ADJ UNCH    2 0
 LZ1298
 LZ1298.Superseded values are not recommended for survey control.
 LZ1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1298.See file dsdata.txt to determine how the superseded data were derived.
 LZ1298
 LZ1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL507628(NAD 83)
 LZ1298_MARKER: R = RIVET
 LZ1298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1298_SP_SET: CULVERT
 LZ1298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1298
 LZ1298  HISTORY     - Date     Condition        Report By
 LZ1298  HISTORY     - UNK      MONUMENTED       NYCRR
 LZ1298  HISTORY     - 1934     GOOD             NGS
 LZ1298
 LZ1298                          STATION DESCRIPTION
 LZ1298
 LZ1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1298'8.8 MI W FROM KEATING.
 LZ1298'ABOUT 8.8 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LZ1298'KEATING, CLINTON COUNTY, AT MILEAGE C 44.2, ABOUT 1,300 FEET
 LZ1298'EAST OF THE WEST END OF A SIDING, ABOUT 160 FEET EAST OF CONCRETE
 LZ1298'STATION 294, AT 12-FOOT SPAN CULVERT R 27, IN THE TOP OF THE
 LZ1298'NORTH CONCRETE HEAD WALL, 2 FEET EAST OF THE WEST END, 8-1/2 FEET
 LZ1298'NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 6 INCHES LOWER
 LZ1298'THAN THE TOP OF THE RAIL.  AN IRON RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2547 ***********************************************************************
 KW2547  DESIGNATION -  441 USGS
 KW2547  PID         -  KW2547
 KW2547  STATE/COUNTY-  PA/LANCASTER
 KW2547  USGS QUAD   -  NEW HOLLAND (1992)
 KW2547
 KW2547                         *CURRENT SURVEY CONTROL
 KW2547  ___________________________________________________________________
 KW2547* NAD 83(1986)-  40 00 01.     (N)    076 04 47.     (W)     SCALED    
 KW2547* NAVD 88     -       133.676  (meters)     438.57   (feet)  ADJUSTED  
 KW2547  ___________________________________________________________________
 KW2547  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KW2547  DYNAMIC HT  -         133.607 (meters)     438.34  (feet)  COMP
 KW2547  MODELED GRAV-     980,105.4   (mgal)                       NAVD 88
 KW2547
 KW2547  VERT ORDER  -  SECOND    CLASS 0
 KW2547
 KW2547.The horizontal coordinates were scaled from a topographic map and have
 KW2547.an estimated accuracy of +/- 6 seconds.
 KW2547
 KW2547.The orthometric height was determined by differential leveling
 KW2547.and adjusted by the National Geodetic Survey in June 1991..
 KW2547
 KW2547.The geoid height was determined by GEOID03.
 KW2547
 KW2547.The dynamic height is computed by dividing the NAVD 88
 KW2547.geopotential number by the normal gravity value computed on the
 KW2547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2547.degrees latitude (g = 980.6199 gals.).
 KW2547
 KW2547.The modeled gravity was interpolated from observed gravity values.
 KW2547
 KW2547;                    North         East    Units  Estimated Accuracy
 KW2547;SPC PA S     -    75,400.      742,620.      MT  (+/- 180 meters Scaled)
 KW2547
 KW2547                          SUPERSEDED SURVEY CONTROL
 KW2547
 KW2547  NGVD 29 (??/??/??)  133.948  (m)          439.46   (f) ADJUSTED    2 0
 KW2547
 KW2547.Superseded values are not recommended for survey control.
 KW2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2547.See file dsdata.txt to determine how the superseded data were derived.
 KW2547
 KW2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK078283(NAD 83)
 KW2547_MARKER: DD = SURVEY DISK
 KW2547_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2547_SP_SET: BRIDGE
 KW2547_STAMPING: 441
 KW2547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2547
 KW2547  HISTORY     - Date     Condition        Report By
 KW2547  HISTORY     - UNK      MONUMENTED       USGS
 KW2547  HISTORY     - 1966     GOOD             NGS
 KW2547  HISTORY     - 1972     GOOD             NGS
 KW2547  HISTORY     - 20050905 GOOD             GEOCAC
 KW2547
 KW2547                          STATION DESCRIPTION
 KW2547
 KW2547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KW2547'2 MI E FROM LEAMAN PLACE.
 KW2547'ABOUT 2.0 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW2547'U.S. HIGHWAY 30 UNDERPASS AT LEAMAN PLACE, LANCASTER COUNTY,
 KW2547'AT BRIDGE 70, IN THE TOP OF THE SOUTH END OF THE WEST WING
 KW2547'WALL, AND AT A SLANT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 KW2547'DISK, STAMPED 441.
 KW2547
 KW2547                          STATION RECOVERY (1972)
 KW2547
 KW2547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 KW2547'RECOVERED IN GOOD CONDITION.
 KW2547
 KW2547                          STATION RECOVERY (2005)
 KW2547
 KW2547'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW2547'MARK IS MOUNTED HORIZONTALLY, INSET INTO THE SLANTED HEADWALL.  BRIDGE
 KW2547'IS LABELED 54/64.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1805 ***********************************************************************
 KX1805  DESIGNATION -  442 CMP
 KX1805  PID         -  KX1805
 KX1805  STATE/COUNTY-  PA/ARMSTRONG
 KX1805  USGS QUAD   -  RURAL VALLEY (1990)
 KX1805
 KX1805                         *CURRENT SURVEY CONTROL
 KX1805  ___________________________________________________________________
 KX1805* NAD 83(1986)-  40 47 45.     (N)    079 18 35.     (W)     SCALED    
 KX1805* NAVD 88     -       338.372  (meters)    1110.14   (feet)  ADJUSTED  
 KX1805  ___________________________________________________________________
 KX1805  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KX1805  DYNAMIC HT  -         338.201 (meters)    1109.58  (feet)  COMP
 KX1805  MODELED GRAV-     980,110.4   (mgal)                       NAVD 88
 KX1805
 KX1805  VERT ORDER  -  FIRST     CLASS II
 KX1805
 KX1805.The horizontal coordinates were scaled from a topographic map and have
 KX1805.an estimated accuracy of +/- 6 seconds.
 KX1805
 KX1805.The orthometric height was determined by differential leveling
 KX1805.and adjusted by the National Geodetic Survey in June 1991..
 KX1805
 KX1805.The geoid height was determined by GEOID03.
 KX1805
 KX1805.The dynamic height is computed by dividing the NAVD 88
 KX1805.geopotential number by the normal gravity value computed on the
 KX1805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1805.degrees latitude (g = 980.6199 gals.).
 KX1805
 KX1805.The modeled gravity was interpolated from observed gravity values.
 KX1805
 KX1805;                    North         East    Units  Estimated Accuracy
 KX1805;SPC PA S     -   163,550.      468,380.      MT  (+/- 180 meters Scaled)
 KX1805
 KX1805                          SUPERSEDED SURVEY CONTROL
 KX1805
 KX1805  NGVD 29 (06/03/92)  338.543  (m)         1110.70   (f) ADJUSTED    1 2
 KX1805
 KX1805.Superseded values are not recommended for survey control.
 KX1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1805.See file dsdata.txt to determine how the superseded data were derived.
 KX1805
 KX1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF425174(NAD 83)
 KX1805_MARKER: DD = SURVEY DISK
 KX1805_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KX1805_SP_SET: BRIDGE ABUTMENT
 KX1805_STAMPING: 442 CMP 1965 USGS
 KX1805_MARK LOGO: PADH  
 KX1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1805+STABILITY: SURFACE MOTION
 KX1805
 KX1805  HISTORY     - Date     Condition        Report By
 KX1805  HISTORY     - 1965     MONUMENTED       PADH
 KX1805  HISTORY     - 1982     GOOD             NGS
 KX1805
 KX1805                          STATION DESCRIPTION
 KX1805
 KX1805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1805'IN RURAL VALLEY.
 KX1805'IN RURAL VALLEY, 0.5 KM (0.3 MI) EAST ALONG STATE HIGHWAY 85 FROM THE
 KX1805'JUNCTION OF WATER STREET TO THE MARK ON THE RIGHT, IN THE SOUTH END OF
 KX1805'THE WEST ABUTMENT OF A BRIDGE OVER A CREEK, 10.10 METERS (33.1 FT)
 KX1805'EAST OF THE WEST END OF A CABLE GUARD RAIL AND 7.20 METERS (23.6 FT)
 KX1805'SOUTH OF THE CENTER OF THE HIGHWAY.
 KX1805'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0594 ***********************************************************************
 LZ0594  DESIGNATION -  4/42+09
 LZ0594  PID         -  LZ0594
 LZ0594  STATE/COUNTY-  PA/BRADFORD
 LZ0594  USGS QUAD   -  LEROY (1983)
 LZ0594
 LZ0594                         *CURRENT SURVEY CONTROL
 LZ0594  ___________________________________________________________________
 LZ0594* NAD 83(1986)-  41 40 38.     (N)    076 42 05.     (W)     SCALED    
 LZ0594* NAVD 88     -       309.452  (meters)    1015.26   (feet)  ADJUSTED  
 LZ0594  ___________________________________________________________________
 LZ0594  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 LZ0594  DYNAMIC HT  -         309.324 (meters)    1014.84  (feet)  COMP
 LZ0594  MODELED GRAV-     980,200.3   (mgal)                       NAVD 88
 LZ0594
 LZ0594  VERT ORDER  -  SECOND    CLASS 0
 LZ0594
 LZ0594.The horizontal coordinates were scaled from a topographic map and have
 LZ0594.an estimated accuracy of +/- 6 seconds.
 LZ0594
 LZ0594.The orthometric height was determined by differential leveling
 LZ0594.and adjusted by the National Geodetic Survey in June 1991..
 LZ0594
 LZ0594.The geoid height was determined by GEOID03.
 LZ0594
 LZ0594.The dynamic height is computed by dividing the NAVD 88
 LZ0594.geopotential number by the normal gravity value computed on the
 LZ0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0594.degrees latitude (g = 980.6199 gals.).
 LZ0594
 LZ0594.The modeled gravity was interpolated from observed gravity values.
 LZ0594
 LZ0594;                    North         East    Units  Estimated Accuracy
 LZ0594;SPC PA N     -   168,280.      687,310.      MT  (+/- 180 meters Scaled)
 LZ0594
 LZ0594                          SUPERSEDED SURVEY CONTROL
 LZ0594
 LZ0594  NGVD 29 (??/??/92)  309.635  (m)         1015.86   (f) ADJ UNCH    2 0
 LZ0594
 LZ0594.Superseded values are not recommended for survey control.
 LZ0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0594.See file dsdata.txt to determine how the superseded data were derived.
 LZ0594
 LZ0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM583153(NAD 83)
 LZ0594_MARKER: DD = SURVEY DISK
 LZ0594_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0594_SP_SET: BRIDGE
 LZ0594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0594
 LZ0594  HISTORY     - Date     Condition        Report By
 LZ0594  HISTORY     - UNK      MONUMENTED       PADH
 LZ0594  HISTORY     - 1935     GOOD             NGS
 LZ0594
 LZ0594                          STATION DESCRIPTION
 LZ0594
 LZ0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ0594'0.2 MI E FROM LE ROY.
 LZ0594'0.2 MILE EAST ALONG STATE HIGHWAY 414 FROM LE ROY, BRADFORD
 LZ0594'COUNTY, AT STATION 4/42+09, AT A 10-FOOT SPAN CONCRETE BRIDGE
 LZ0594'OVER A STREAM, IN THE TOP OF THE SOUTHEAST WING WALL, 12 FEET
 LZ0594'SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 6 INCHES LOWER
 LZ0594'THAN THE ROADWAY.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD
 LZ0594'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1144 ***********************************************************************
 MA1144  DESIGNATION -  443
 MA1144  PID         -  MA1144
 MA1144  STATE/COUNTY-  PA/FOREST
 MA1144  USGS QUAD   -  TYLERSBURG (1977)
 MA1144
 MA1144                         *CURRENT SURVEY CONTROL
 MA1144  ___________________________________________________________________
 MA1144* NAD 83(1986)-  41 29 29.     (N)    079 22 07.     (W)     SCALED    
 MA1144* NAVD 88     -       340.267  (meters)    1116.36   (feet)  ADJUSTED  
 MA1144  ___________________________________________________________________
 MA1144  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 MA1144  DYNAMIC HT  -         340.112 (meters)    1115.85  (feet)  COMP
 MA1144  MODELED GRAV-     980,157.8   (mgal)                       NAVD 88
 MA1144
 MA1144  VERT ORDER  -  SECOND    CLASS 0
 MA1144
 MA1144.The horizontal coordinates were scaled from a topographic map and have
 MA1144.an estimated accuracy of +/- 6 seconds.
 MA1144
 MA1144.The orthometric height was determined by differential leveling
 MA1144.and adjusted by the National Geodetic Survey in June 1991..
 MA1144
 MA1144.The geoid height was determined by GEOID03.
 MA1144
 MA1144.The dynamic height is computed by dividing the NAVD 88
 MA1144.geopotential number by the normal gravity value computed on the
 MA1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1144.degrees latitude (g = 980.6199 gals.).
 MA1144
 MA1144.The modeled gravity was interpolated from observed gravity values.
 MA1144
 MA1144;                    North         East    Units  Estimated Accuracy
 MA1144;SPC PA N     -   148,380.      464,850.      MT  (+/- 180 meters Scaled)
 MA1144
 MA1144                          SUPERSEDED SURVEY CONTROL
 MA1144
 MA1144  NGVD 29 (??/??/92)  340.424  (m)         1116.87   (f) ADJ UNCH    2 0
 MA1144
 MA1144.Superseded values are not recommended for survey control.
 MA1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1144.See file dsdata.txt to determine how the superseded data were derived.
 MA1144
 MA1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF361945(NAD 83)
 MA1144_MARKER: DD = SURVEY DISK
 MA1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1144_STAMPING: 443 1929
 MA1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1144+STABILITY: SURFACE MOTION
 MA1144
 MA1144  HISTORY     - Date     Condition        Report By
 MA1144  HISTORY     - 1929     MONUMENTED       USDA
 MA1144  HISTORY     - 1935     GOOD             NGS
 MA1144
 MA1144                          STATION DESCRIPTION
 MA1144
 MA1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1144'1.8 MI E FROM NEBRASKA.
 MA1144'ABOUT 1.8 MILES EAST ALONG STATE HIGHWAY 666 FROM NEBRASKA,
 MA1144'FOREST COUNTY, AT STATION 0-81+03, AT THE ALLEGHENY NATIONAL
 MA1144'FOREST BOUNDARY, 21 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 MA1144'5 FEET SOUTH OF THE TOP OF A CUT, 2 FEET EAST OF A STANDARD
 MA1144'RED-AND-YELLOW BOUNDARY SIGNBOARD, AND ABOUT 6 FEET ABOVE THE
 MA1144'ROADWAY.  A UNITED STATES DEPARTMENT OF AGRICULTURE STANDARD
 MA1144'DISK, STAMPED 443 1929 AND SET IN THE TOP OF A CONCRETE POST
 MA1144'PROJECTING ABOUT 15 INCHES ABOVE GROUND.  NOTE-- THE DESCRIPTIONS
 MA1144'FOR THE MARKS ON THIS LINE REFER TO THE 1935 LOCATION OF STATE
 MA1144'HIGHWAYS 66 AND 666.  THE PRESENT LOCATION OF THESE HIGHWAYS HAS
 MA1144'BEEN RELOCATED DUE TO HIGH WATER OF THE TIONESTA DAM, THEREFORE
 MA1144'MARKS FROM BM 4-58+70 TO Y-78 MAY OR MAY NOT BE RECOVERABLE
 MA1144'DURING TIMES OF LOW WATER OF THE RESERVOIR.  NOTE-- THE LOCATION
 MA1144'OF STATE HIGHWAYS 66 AND 666, HAVE BEEN RELOCATED DUE TO HIGH
 MA1144'WATER OF THE TIONESTA DAM, THEREFORE THE MARK MAY OR MAY NOT
 MA1144'BE RECOVERABLE DURING TIMES OF LOW WATER OF THE RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1452 ***********************************************************************
 KX1452  DESIGNATION -  443 A
 KX1452  PID         -  KX1452
 KX1452  STATE/COUNTY-  PA/WASHINGTON
 KX1452  USGS QUAD   -  CALIFORNIA (1979)
 KX1452
 KX1452                         *CURRENT SURVEY CONTROL
 KX1452  ___________________________________________________________________
 KX1452* NAD 83(1986)-  40 01 15.     (N)    079 55 08.     (W)     SCALED    
 KX1452* NAVD 88     -       237.384  (meters)     778.82   (feet)  ADJUSTED  
 KX1452  ___________________________________________________________________
 KX1452  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 KX1452  DYNAMIC HT  -         237.252 (meters)     778.38  (feet)  COMP
 KX1452  MODELED GRAV-     980,064.9   (mgal)                       NAVD 88
 KX1452
 KX1452  VERT ORDER  -  SECOND    CLASS 0
 KX1452
 KX1452.The horizontal coordinates were scaled from a topographic map and have
 KX1452.an estimated accuracy of +/- 6 seconds.
 KX1452
 KX1452.The orthometric height was determined by differential leveling
 KX1452.and adjusted by the National Geodetic Survey in June 1991..
 KX1452
 KX1452.The geoid height was determined by GEOID03.
 KX1452
 KX1452.The dynamic height is computed by dividing the NAVD 88
 KX1452.geopotential number by the normal gravity value computed on the
 KX1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1452.degrees latitude (g = 980.6199 gals.).
 KX1452
 KX1452.The modeled gravity was interpolated from observed gravity values.
 KX1452
 KX1452;                    North         East    Units  Estimated Accuracy
 KX1452;SPC PA S     -    78,610.      414,870.      MT  (+/- 180 meters Scaled)
 KX1452
 KX1452                          SUPERSEDED SURVEY CONTROL
 KX1452
 KX1452  NGVD 29 (??/??/92)  237.546  (m)          779.35   (f) ADJ UNCH    2 0
 KX1452
 KX1452.Superseded values are not recommended for survey control.
 KX1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1452.See file dsdata.txt to determine how the superseded data were derived.
 KX1452
 KX1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE922306(NAD 83)
 KX1452_MARKER: DD = SURVEY DISK
 KX1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1452_STAMPING: 443 A
 KX1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1452+STABILITY: SURFACE MOTION
 KX1452
 KX1452  HISTORY     - Date     Condition        Report By
 KX1452  HISTORY     - UNK      MONUMENTED       DOD
 KX1452  HISTORY     - 1935     GOOD             NGS
 KX1452  HISTORY     - 1954     MARK NOT FOUND   USGS
 KX1452
 KX1452                          STATION DESCRIPTION
 KX1452
 KX1452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX1452'2.4 MI SW FROM WEST BROWNSVILLE JUNCTION.
 KX1452'ABOUT 2.4 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD
 KX1452'FROM WEST BROWNSVILLE JUNCTION, WASHINGTON COUNTY, ABOUT
 KX1452'240 YARDS WEST OF BENCH MARK F 120, DESCRIBED BELOW, ABOUT
 KX1452'298 YARDS WEST OF THE SUNOCO GAS CO. WHOLESALE PLANT, AND AT
 KX1452'THE CENTER OF THE TRACK.  A CORPS OF ENGINEERS, U.S. ARMY,
 KX1452'STANDARD DISK, STAMPED 443 A AND SET IN THE TOP OF A CONCRETE
 KX1452'POST.
 KX1452
 KX1452                          STATION RECOVERY (1954)
 KX1452
 KX1452'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 KX1452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1806 ***********************************************************************
 KX1806  DESIGNATION -  443 CMP
 KX1806  PID         -  KX1806
 KX1806  STATE/COUNTY-  PA/ARMSTRONG
 KX1806  USGS QUAD   -  RURAL VALLEY (1990)
 KX1806
 KX1806                         *CURRENT SURVEY CONTROL
 KX1806  ___________________________________________________________________
 KX1806* NAD 83(1986)-  40 47 42.     (N)    079 18 05.     (W)     SCALED    
 KX1806* NAVD 88     -       339.382  (meters)    1113.46   (feet)  ADJUSTED  
 KX1806  ___________________________________________________________________
 KX1806  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KX1806  DYNAMIC HT  -         339.211 (meters)    1112.89  (feet)  COMP
 KX1806  MODELED GRAV-     980,111.1   (mgal)                       NAVD 88
 KX1806
 KX1806  VERT ORDER  -  FIRST     CLASS II
 KX1806
 KX1806.The horizontal coordinates were scaled from a topographic map and have
 KX1806.an estimated accuracy of +/- 6 seconds.
 KX1806
 KX1806.The orthometric height was determined by differential leveling
 KX1806.and adjusted by the National Geodetic Survey in June 1991..
 KX1806
 KX1806.The geoid height was determined by GEOID03.
 KX1806
 KX1806.The dynamic height is computed by dividing the NAVD 88
 KX1806.geopotential number by the normal gravity value computed on the
 KX1806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1806.degrees latitude (g = 980.6199 gals.).
 KX1806
 KX1806.The modeled gravity was interpolated from observed gravity values.
 KX1806
 KX1806;                    North         East    Units  Estimated Accuracy
 KX1806;SPC PA S     -   163,450.      469,080.      MT  (+/- 180 meters Scaled)
 KX1806
 KX1806                          SUPERSEDED SURVEY CONTROL
 KX1806
 KX1806  NGVD 29 (06/03/92)  339.553  (m)         1114.02   (f) ADJUSTED    1 2
 KX1806
 KX1806.Superseded values are not recommended for survey control.
 KX1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1806.See file dsdata.txt to determine how the superseded data were derived.
 KX1806
 KX1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF433173(NAD 83)
 KX1806_MARKER: DD = SURVEY DISK
 KX1806_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KX1806_SP_SET: BRIDGE ABUTMENT
 KX1806_STAMPING: 443 CMP 1965 USGS
 KX1806_MARK LOGO: PADH  
 KX1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1806+STABILITY: SURFACE MOTION
 KX1806
 KX1806  HISTORY     - Date     Condition        Report By
 KX1806  HISTORY     - 1965     MONUMENTED       PADH
 KX1806  HISTORY     - 1982     GOOD             NGS
 KX1806
 KX1806                          STATION DESCRIPTION
 KX1806
 KX1806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1806'1.3 KM (0.75 MI) EAST FROM RURAL VALLEY.
 KX1806'1.3 KM (0.75 MI) EAST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 KX1806'WATER STREET IN RURAL VALLEY, TO THE MARK ON THE RIGHT, IN THE SOUTH
 KX1806'END OF THE WEST BRIDGE ABUTMENT, OF A HIGHWAY 85 BRIDGE OVER A CREEK,
 KX1806'10.1 METERS (33.0 FT) EAST FROM THE WEST END OF A CABLE GUARD RAIL AND
 KX1806'7.0 METERS (23.0 FT) SOUTH FROM THE CENTER OF THE HIGHWAY.
 KX1806'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2724 ***********************************************************************
 KV2724  DESIGNATION -  443 USGS
 KV2724  PID         -  KV2724
 KV2724  STATE/COUNTY-  PA/LEHIGH
 KV2724  USGS QUAD   -  NEW TRIPOLI (1994)
 KV2724
 KV2724                         *CURRENT SURVEY CONTROL
 KV2724  ___________________________________________________________________
 KV2724* NAD 83(1986)-  40 39 09.     (N)    075 50 50.     (W)     SCALED    
 KV2724* NAVD 88     -       134.399  (meters)     440.94   (feet)  ADJUSTED  
 KV2724  ___________________________________________________________________
 KV2724  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 KV2724  DYNAMIC HT  -         134.333 (meters)     440.72  (feet)  COMP
 KV2724  MODELED GRAV-     980,134.1   (mgal)                       NAVD 88
 KV2724
 KV2724  VERT ORDER  -  SECOND    CLASS 0
 KV2724
 KV2724.The horizontal coordinates were scaled from a topographic map and have
 KV2724.an estimated accuracy of +/- 6 seconds.
 KV2724
 KV2724.The orthometric height was determined by differential leveling
 KV2724.and adjusted by the National Geodetic Survey in June 1991..
 KV2724
 KV2724.The geoid height was determined by GEOID03.
 KV2724
 KV2724.The dynamic height is computed by dividing the NAVD 88
 KV2724.geopotential number by the normal gravity value computed on the
 KV2724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2724.degrees latitude (g = 980.6199 gals.).
 KV2724
 KV2724.The modeled gravity was interpolated from observed gravity values.
 KV2724
 KV2724;                    North         East    Units  Estimated Accuracy
 KV2724;SPC PA S     -   148,210.      760,910.      MT  (+/- 180 meters Scaled)
 KV2724
 KV2724                          SUPERSEDED SURVEY CONTROL
 KV2724
 KV2724  NGVD 29 (??/??/??)  134.598  (m)          441.59   (f) ADJUSTED    2 0
 KV2724
 KV2724.Superseded values are not recommended for survey control.
 KV2724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2724.See file dsdata.txt to determine how the superseded data were derived.
 KV2724
 KV2724_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL283005(NAD 83)
 KV2724_MARKER: DD = SURVEY DISK
 KV2724_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2724_SP_SET: BUILDING
 KV2724_STAMPING: 443 1908
 KV2724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2724
 KV2724  HISTORY     - Date     Condition        Report By
 KV2724  HISTORY     - 1908     MONUMENTED       USGS
 KV2724  HISTORY     - 1942     GOOD             CGS
 KV2724
 KV2724                          STATION DESCRIPTION
 KV2724
 KV2724'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2724'2.1 MI N FROM KEMPTON.
 KV2724'2.1 MILES NORTH ALONG THE READING RAILROAD FROM THE STATION AT
 KV2724'KEMPTON, ABOUT 225 FEET EAST OF STATE HIGHWAY NO. 143, ABOUT
 KV2724'100 FEET WEST OF THE TRACK, SET IN THE WEST FACE AT THE NORTHWEST
 KV2724'CORNER OF THE 2-STORY RED BRICK FARM HOUSE BELONGING TO N.D.
 KV2724'KISTLER, 17.2 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE
 KV2724'CIRCULAR FISH POOL ON THE WEST SIDE OF THE HOUSE, 2 FEET SOUTH
 KV2724'OF THE NORTHWEST CORNER OF THE HOUSE, 1 FOOT ABOVE GROUND LEVEL.
 KV2724'A U.S. GEOLOGICAL SURVEY DISK SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0282 ***********************************************************************
 MB0282  DESIGNATION -  443.56
 MB0282  PID         -  MB0282
 MB0282  STATE/COUNTY-  PA/CRAWFORD
 MB0282  USGS QUAD   -  GREENVILLE WEST (1990)
 MB0282
 MB0282                         *CURRENT SURVEY CONTROL
 MB0282  ___________________________________________________________________
 MB0282* NAD 83(1986)-  41 29 36.     (N)    080 27 47.     (W)     SCALED    
 MB0282* NAVD 88     -       309.723  (meters)    1016.15   (feet)  ADJUSTED  
 MB0282  ___________________________________________________________________
 MB0282  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 MB0282  DYNAMIC HT  -         309.595 (meters)    1015.73  (feet)  COMP
 MB0282  MODELED GRAV-     980,199.8   (mgal)                       NAVD 88
 MB0282
 MB0282  VERT ORDER  -  SECOND    CLASS 0
 MB0282
 MB0282.The horizontal coordinates were scaled from a topographic map and have
 MB0282.an estimated accuracy of +/- 6 seconds.
 MB0282
 MB0282.The orthometric height was determined by differential leveling
 MB0282.and adjusted by the National Geodetic Survey in June 1991..
 MB0282
 MB0282.The geoid height was determined by GEOID03.
 MB0282
 MB0282.The dynamic height is computed by dividing the NAVD 88
 MB0282.geopotential number by the normal gravity value computed on the
 MB0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0282.degrees latitude (g = 980.6199 gals.).
 MB0282
 MB0282.The modeled gravity was interpolated from observed gravity values.
 MB0282
 MB0282;                    North         East    Units  Estimated Accuracy
 MB0282;SPC PA N     -   150,880.      373,490.      MT  (+/- 180 meters Scaled)
 MB0282
 MB0282                          SUPERSEDED SURVEY CONTROL
 MB0282
 MB0282  NGVD 29 (??/??/92)  309.902  (m)         1016.74   (f) ADJ UNCH    2 0
 MB0282
 MB0282.Superseded values are not recommended for survey control.
 MB0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0282.See file dsdata.txt to determine how the superseded data were derived.
 MB0282
 MB0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF448936(NAD 83)
 MB0282_MARKER: Q = CHISELED SQUARE
 MB0282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0282_SP_SET: BRIDGE
 MB0282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0282
 MB0282  HISTORY     - Date     Condition        Report By
 MB0282  HISTORY     - UNK      MONUMENTED       NYCRR
 MB0282  HISTORY     - 1936     GOOD             NGS
 MB0282
 MB0282                          STATION DESCRIPTION
 MB0282
 MB0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 MB0282'1.4 MI SE FROM TURNER.
 MB0282'1.4 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MB0282'THE STATION AT TURNER, AT STATION 1818+85, AT 8-FOOT STONE
 MB0282'BRIDGE 83, ON THE TOP OF THE SOUTH END OF THE EAST HEADWALL, 18
 MB0282'FEET EAST OF THE EAST RAIL, AND ABOUT 3-1/2 FEET LOWER THAN THE
 MB0282'TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1808 ***********************************************************************
 KX1808  DESIGNATION -  444 CMP
 KX1808  PID         -  KX1808
 KX1808  STATE/COUNTY-  PA/ARMSTRONG
 KX1808  USGS QUAD   -  RURAL VALLEY (1990)
 KX1808
 KX1808                         *CURRENT SURVEY CONTROL
 KX1808  ___________________________________________________________________
 KX1808* NAD 83(1986)-  40 47 37.     (N)    079 17 00.     (W)     SCALED    
 KX1808* NAVD 88     -       341.659  (meters)    1120.93   (feet)  ADJUSTED  
 KX1808  ___________________________________________________________________
 KX1808  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KX1808  DYNAMIC HT  -         341.487 (meters)    1120.36  (feet)  COMP
 KX1808  MODELED GRAV-     980,112.7   (mgal)                       NAVD 88
 KX1808
 KX1808  VERT ORDER  -  FIRST     CLASS II
 KX1808
 KX1808.The horizontal coordinates were scaled from a topographic map and have
 KX1808.an estimated accuracy of +/- 6 seconds.
 KX1808
 KX1808.The orthometric height was determined by differential leveling
 KX1808.and adjusted by the National Geodetic Survey in June 1991..
 KX1808
 KX1808.The geoid height was determined by GEOID03.
 KX1808
 KX1808.The dynamic height is computed by dividing the NAVD 88
 KX1808.geopotential number by the normal gravity value computed on the
 KX1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1808.degrees latitude (g = 980.6199 gals.).
 KX1808
 KX1808.The modeled gravity was interpolated from observed gravity values.
 KX1808
 KX1808;                    North         East    Units  Estimated Accuracy
 KX1808;SPC PA S     -   163,270.      470,600.      MT  (+/- 180 meters Scaled)
 KX1808
 KX1808                          SUPERSEDED SURVEY CONTROL
 KX1808
 KX1808  NGVD 29 (06/03/92)  341.830  (m)         1121.49   (f) ADJUSTED    1 2
 KX1808
 KX1808.Superseded values are not recommended for survey control.
 KX1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1808.See file dsdata.txt to determine how the superseded data were derived.
 KX1808
 KX1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF448172(NAD 83)
 KX1808_MARKER: DD = SURVEY DISK
 KX1808_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KX1808_SP_SET: HEADWALL OF CULVERT
 KX1808_STAMPING: 444 CMP 1965 1122
 KX1808_MARK LOGO: USGS  
 KX1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1808+STABILITY: SURFACE MOTION
 KX1808
 KX1808  HISTORY     - Date     Condition        Report By
 KX1808  HISTORY     - 1965     MONUMENTED       USGS
 KX1808  HISTORY     - 1982     GOOD             NGS
 KX1808
 KX1808                          STATION DESCRIPTION
 KX1808
 KX1808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1808'2.8 KM (1.75 MI) EAST FROM RURAL VALLEY.
 KX1808'2.8 KM (1.75 MI) EAST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 KX1808'WATER STREET IN RURAL VALLEY TO THE MARK ON THE LEFT, AT THE NORTHWEST
 KX1808'ANGLE OF AN INTERSECTION OF A PAVED ROAD CROSSING THE HIGHWAY, IN THE
 KX1808'TOP OF THE EAST END OF THE NORTH HEADWALL OF A CULVERT UNDER THE
 KX1808'HIGHWAY, 15.5 METERS (51.0 FT) WEST FROM THE CENTER OF A PAVED ROAD,
 KX1808'10.2 METERS (33.5 FT) NORTH FROM THE CENTER OF THE HIGHWAY, AND
 KX1808'4.85 METERS (15.9 FT) NORTHEAST FROM A HIGHWAY SIGN (PASS WITH CARE).
 KX1808'THE MARK IS 1.20 METERS  W FROM A WITNESS POST.
 KX1808'THE MARK IS 0.61 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1810 ***********************************************************************
 KX1810  DESIGNATION -  445 CMP
 KX1810  PID         -  KX1810
 KX1810  STATE/COUNTY-  PA/ARMSTRONG
 KX1810  USGS QUAD   -  RURAL VALLEY (1990)
 KX1810
 KX1810                         *CURRENT SURVEY CONTROL
 KX1810  ___________________________________________________________________
 KX1810* NAD 83(1986)-  40 47 50.     (N)    079 15 56.     (W)     SCALED    
 KX1810* NAVD 88     -       345.142  (meters)    1132.35   (feet)  ADJUSTED  
 KX1810  ___________________________________________________________________
 KX1810  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KX1810  DYNAMIC HT  -         344.970 (meters)    1131.79  (feet)  COMP
 KX1810  MODELED GRAV-     980,114.3   (mgal)                       NAVD 88
 KX1810
 KX1810  VERT ORDER  -  FIRST     CLASS II
 KX1810
 KX1810.The horizontal coordinates were scaled from a topographic map and have
 KX1810.an estimated accuracy of +/- 6 seconds.
 KX1810
 KX1810.The orthometric height was determined by differential leveling
 KX1810.and adjusted by the National Geodetic Survey in June 1991..
 KX1810
 KX1810.The geoid height was determined by GEOID03.
 KX1810
 KX1810.The dynamic height is computed by dividing the NAVD 88
 KX1810.geopotential number by the normal gravity value computed on the
 KX1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1810.degrees latitude (g = 980.6199 gals.).
 KX1810
 KX1810.The modeled gravity was interpolated from observed gravity values.
 KX1810
 KX1810;                    North         East    Units  Estimated Accuracy
 KX1810;SPC PA S     -   163,640.      472,110.      MT  (+/- 180 meters Scaled)
 KX1810
 KX1810                          SUPERSEDED SURVEY CONTROL
 KX1810
 KX1810  NGVD 29 (06/03/92)  345.314  (m)         1132.92   (f) ADJUSTED    1 2
 KX1810
 KX1810.Superseded values are not recommended for survey control.
 KX1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1810.See file dsdata.txt to determine how the superseded data were derived.
 KX1810
 KX1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF463176(NAD 83)
 KX1810_MARKER: DD = SURVEY DISK
 KX1810_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KX1810_SP_SET: BRIDGE ABUTMENT
 KX1810_STAMPING: 445 1965 CMP USGS
 KX1810_MARK LOGO: PADH  
 KX1810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1810+STABILITY: SURFACE MOTION
 KX1810
 KX1810  HISTORY     - Date     Condition        Report By
 KX1810  HISTORY     - 1965     MONUMENTED       PADH
 KX1810  HISTORY     - 1982     GOOD             NGS
 KX1810
 KX1810                          STATION DESCRIPTION
 KX1810
 KX1810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1810'4.4 KM (2.75 MI) EAST FROM RURAL VALLEY.
 KX1810'4.4 KM (2.75 MI) EAST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 KX1810'WATER STREET IN RURAL VALLEY, TO THE MARK ON THE RIGHT, IN THE
 KX1810'SOUTHWEST END OF THE SOUTH ABUTMENT OF A BRIDGE, 26.4 METERS (86.6 FT)
 KX1810'WEST OF A ROAD SIGN (PLUMVILLE 5 HOME 12) AND 7.2 METERS (23.6 FT)
 KX1810'SOUTHEAST OF THE CENTER OF HIGHWAY 85.
 KX1810'THE MARK IS 0.36 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2066 ***********************************************************************
 JV2066  DESIGNATION -  445 PADH
 JV2066  PID         -  JV2066
 JV2066  STATE/COUNTY-  PA/ADAMS
 JV2066  USGS QUAD   -  HAMPTON (1990)
 JV2066
 JV2066                         *CURRENT SURVEY CONTROL
 JV2066  ___________________________________________________________________
 JV2066* NAD 83(1986)-  39 54 44.     (N)    077 03 01.     (W)     SCALED    
 JV2066* NAVD 88     -       135.573  (meters)     444.79   (feet)  ADJUSTED  
 JV2066  ___________________________________________________________________
 JV2066  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 JV2066  DYNAMIC HT  -         135.501 (meters)     444.56  (feet)  COMP
 JV2066  MODELED GRAV-     980,090.1   (mgal)                       NAVD 88
 JV2066
 JV2066  VERT ORDER  -  SECOND    CLASS 0
 JV2066
 JV2066.The horizontal coordinates were scaled from a topographic map and have
 JV2066.an estimated accuracy of +/- 6 seconds.
 JV2066
 JV2066.The orthometric height was determined by differential leveling
 JV2066.and adjusted by the National Geodetic Survey in June 1991..
 JV2066
 JV2066.The geoid height was determined by GEOID03.
 JV2066
 JV2066.The dynamic height is computed by dividing the NAVD 88
 JV2066.geopotential number by the normal gravity value computed on the
 JV2066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2066.degrees latitude (g = 980.6199 gals.).
 JV2066
 JV2066.The modeled gravity was interpolated from observed gravity values.
 JV2066
 JV2066;                    North         East    Units  Estimated Accuracy
 JV2066;SPC PA S     -    64,510.      659,830.      MT  (+/- 180 meters Scaled)
 JV2066
 JV2066                          SUPERSEDED SURVEY CONTROL
 JV2066
 JV2066  NGVD 29 (??/??/??)  135.778  (m)          445.46   (f) ADJUSTED    2 0
 JV2066
 JV2066.Superseded values are not recommended for survey control.
 JV2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2066.See file dsdata.txt to determine how the superseded data were derived.
 JV2066
 JV2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK247200(NAD 83)
 JV2066_MARKER: DD = SURVEY DISK
 JV2066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV2066_SP_SET: BRIDGE
 JV2066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV2066
 JV2066  HISTORY     - Date     Condition        Report By
 JV2066  HISTORY     - UNK      MONUMENTED       PADH
 JV2066  HISTORY     - 1942     GOOD             CGS
 JV2066
 JV2066                          STATION DESCRIPTION
 JV2066
 JV2066'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV2066'1.2 MI S FROM HAMPTON.
 JV2066'1.2 MILES SOUTH ALONG PA. HIGHWAY NO. 94 FROM THE POST OFFICE
 JV2066'AT HAMPTON, 20 FEET WEST AND 0.3 FOOT ABOVE THE CENTER LINE OF
 JV2066'THE HIGHWAY, A P.H.D. DISK SET IN THE NORTHWEST WINGWALL OF A
 JV2066'CONCRETE BRIDGE OVER CONEWAGO CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1812 ***********************************************************************
 KX1812  DESIGNATION -  446
 KX1812  PID         -  KX1812
 KX1812  STATE/COUNTY-  PA/ARMSTRONG
 KX1812  USGS QUAD   -  RURAL VALLEY (1990)
 KX1812
 KX1812                         *CURRENT SURVEY CONTROL
 KX1812  ___________________________________________________________________
 KX1812* NAD 83(1986)-  40 48 01.     (N)    079 15 04.     (W)     SCALED    
 KX1812* NAVD 88     -       353.498  (meters)    1159.77   (feet)  ADJUSTED  
 KX1812  ___________________________________________________________________
 KX1812  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KX1812  DYNAMIC HT  -         353.321 (meters)    1159.19  (feet)  COMP
 KX1812  MODELED GRAV-     980,115.5   (mgal)                       NAVD 88
 KX1812
 KX1812  VERT ORDER  -  FIRST     CLASS II
 KX1812
 KX1812.The horizontal coordinates were scaled from a topographic map and have
 KX1812.an estimated accuracy of +/- 6 seconds.
 KX1812
 KX1812.The orthometric height was determined by differential leveling
 KX1812.and adjusted by the National Geodetic Survey in June 1991..
 KX1812
 KX1812.The geoid height was determined by GEOID03.
 KX1812
 KX1812.The dynamic height is computed by dividing the NAVD 88
 KX1812.geopotential number by the normal gravity value computed on the
 KX1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1812.degrees latitude (g = 980.6199 gals.).
 KX1812
 KX1812.The modeled gravity was interpolated from observed gravity values.
 KX1812
 KX1812;                    North         East    Units  Estimated Accuracy
 KX1812;SPC PA S     -   163,960.      473,330.      MT  (+/- 180 meters Scaled)
 KX1812
 KX1812                          SUPERSEDED SURVEY CONTROL
 KX1812
 KX1812  NGVD 29 (06/03/92)  353.669  (m)         1160.33   (f) ADJUSTED    1 2
 KX1812
 KX1812.Superseded values are not recommended for survey control.
 KX1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1812.See file dsdata.txt to determine how the superseded data were derived.
 KX1812
 KX1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF475180(NAD 83)
 KX1812_MARKER: DD = SURVEY DISK
 KX1812_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KX1812_SP_SET: WINGWALL OF CULVERT
 KX1812_STAMPING: 446
 KX1812_MARK LOGO: USGS  
 KX1812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1812+STABILITY: SURFACE MOTION
 KX1812
 KX1812  HISTORY     - Date     Condition        Report By
 KX1812  HISTORY     - UNK      MONUMENTED       USGS
 KX1812  HISTORY     - 1982     GOOD             NGS
 KX1812
 KX1812                          STATION DESCRIPTION
 KX1812
 KX1812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1812'5.8 KM (3.6 MI) EAST FROM RURAL VALLEY.
 KX1812'5.8 KM (3.6 MI) EAST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF WATER
 KX1812'STREET IN RURAL VALLEY, TO THE MARK ON THE RIGHT, IN THE SOUTHEAST END
 KX1812'OF THE EAST WINGWALL OF A CULVERT, 5.1 METERS (16.6 FT) SOUTHEAST OF
 KX1812'THE CENTER OF HIGHWAY 85, 3.2 METERS (10.6 FT) SOUTH-SOUTHEAST OF A
 KX1812'CURVE SIGN, AND 2.4 METERS (8.0 FT) NORTHEAST OF A STOP SIGN.
 KX1812'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1297 ***********************************************************************
 LZ1297  DESIGNATION -  447 A
 LZ1297  PID         -  LZ1297
 LZ1297  STATE/COUNTY-  PA/CLINTON
 LZ1297  USGS QUAD   -  SNOW SHOE NW (1988)
 LZ1297
 LZ1297                         *CURRENT SURVEY CONTROL
 LZ1297  ___________________________________________________________________
 LZ1297* NAD 83(1986)-  41 11 11.     (N)    077 58 27.     (W)     SCALED    
 LZ1297* NAVD 88     -       230.436  (meters)     756.02   (feet)  ADJUSTED  
 LZ1297  ___________________________________________________________________
 LZ1297  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 LZ1297  DYNAMIC HT  -         230.317 (meters)     755.63  (feet)  COMP
 LZ1297  MODELED GRAV-     980,105.4   (mgal)                       NAVD 88
 LZ1297
 LZ1297  VERT ORDER  -  SECOND    CLASS 0
 LZ1297
 LZ1297.The horizontal coordinates were scaled from a topographic map and have
 LZ1297.an estimated accuracy of +/- 6 seconds.
 LZ1297
 LZ1297.The orthometric height was determined by differential leveling
 LZ1297.and adjusted by the National Geodetic Survey in June 1991..
 LZ1297
 LZ1297.The geoid height was determined by GEOID03.
 LZ1297
 LZ1297.The dynamic height is computed by dividing the NAVD 88
 LZ1297.geopotential number by the normal gravity value computed on the
 LZ1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1297.degrees latitude (g = 980.6199 gals.).
 LZ1297
 LZ1297.The modeled gravity was interpolated from observed gravity values.
 LZ1297
 LZ1297;                    North         East    Units  Estimated Accuracy
 LZ1297;SPC PA N     -   113,270.      581,190.      MT  (+/- 180 meters Scaled)
 LZ1297
 LZ1297                          SUPERSEDED SURVEY CONTROL
 LZ1297
 LZ1297  NGVD 29 (??/??/92)  230.600  (m)          756.56   (f) ADJ UNCH    2 0
 LZ1297
 LZ1297.Superseded values are not recommended for survey control.
 LZ1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1297.See file dsdata.txt to determine how the superseded data were derived.
 LZ1297
 LZ1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL505637(NAD 83)
 LZ1297_MARKER: R = RIVET
 LZ1297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1297_SP_SET: CULVERT
 LZ1297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1297
 LZ1297  HISTORY     - Date     Condition        Report By
 LZ1297  HISTORY     - UNK      MONUMENTED       NYCRR
 LZ1297  HISTORY     - 1934     GOOD             NGS
 LZ1297
 LZ1297                          STATION DESCRIPTION
 LZ1297
 LZ1297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1297'8.2 MI W FROM KEATING.
 LZ1297'ABOUT 8.2 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LZ1297'KEATING, CLINTON COUNTY, AT MILEAGE C 44.8, ABOUT 14-1/2 RAILS
 LZ1297'EAST OF FRAME WAITING-SHED 1383, ABOUT 125 FEET EAST OF CONCRETE
 LZ1297'STATION POST 291, AT 8-FOOT CONCRETE CULVERT R 28, IN THE TOP
 LZ1297'OF THE WEST CONCRETE HEAD WALL, 8 FEET NORTH OF THE CENTER
 LZ1297'LINE OF THE MAIN TRACK, AND ABOUT 6 INCHES LOWER THAN THE TOP
 LZ1297'OF THE RAIL.  AN IRON RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2686 ***********************************************************************
 KW2686  DESIGNATION -  449.52 PADH
 KW2686  PID         -  KW2686
 KW2686  STATE/COUNTY-  PA/CUMBERLAND
 KW2686  USGS QUAD   -  CARLISLE (1984)
 KW2686
 KW2686                         *CURRENT SURVEY CONTROL
 KW2686  ___________________________________________________________________
 KW2686* NAD 83(1986)-  40 14 03.     (N)    077 07 39.     (W)     SCALED    
 KW2686* NAVD 88     -       136.821  (meters)     448.89   (feet)  ADJUSTED  
 KW2686  ___________________________________________________________________
 KW2686  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KW2686  DYNAMIC HT  -         136.752 (meters)     448.66  (feet)  COMP
 KW2686  MODELED GRAV-     980,119.2   (mgal)                       NAVD 88
 KW2686
 KW2686  VERT ORDER  -  FIRST     CLASS II
 KW2686
 KW2686.The horizontal coordinates were scaled from a topographic map and have
 KW2686.an estimated accuracy of +/- 6 seconds.
 KW2686
 KW2686.The orthometric height was determined by differential leveling
 KW2686.and adjusted by the National Geodetic Survey in June 1991..
 KW2686
 KW2686.The geoid height was determined by GEOID03.
 KW2686
 KW2686.The dynamic height is computed by dividing the NAVD 88
 KW2686.geopotential number by the normal gravity value computed on the
 KW2686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2686.degrees latitude (g = 980.6199 gals.).
 KW2686
 KW2686.The modeled gravity was interpolated from observed gravity values.
 KW2686
 KW2686;                    North         East    Units  Estimated Accuracy
 KW2686;SPC PA S     -   100,210.      652,970.      MT  (+/- 180 meters Scaled)
 KW2686
 KW2686                          SUPERSEDED SURVEY CONTROL
 KW2686
 KW2686.No superseded survey control is available for this station.
 KW2686
 KW2686_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK190559(NAD 83)
 KW2686_MARKER: DD = SURVEY DISK
 KW2686_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KW2686_SP_SET: ABUTMENT
 KW2686_STAMPING: 449.52 1963
 KW2686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2686
 KW2686  HISTORY     - Date     Condition        Report By
 KW2686  HISTORY     - 1963     MONUMENTED       PADH
 KW2686  HISTORY     - 1979     GOOD             NGS
 KW2686  HISTORY     - 19980414 MARK NOT FOUND   USPSQD
 KW2686  HISTORY     - 20041129 MARK NOT FOUND   PADT
 KW2686
 KW2686                          STATION DESCRIPTION
 KW2686
 KW2686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KW2686'IN MIDDLESEX.
 KW2686'SET IN THE TOP OF THE INTERSTATE 81 OVERPASS OVER U.S.HIGHWAY 11 IN
 KW2686'MIDDLESEX, SET IN THE SOUTHWEST END OF THE SOUTHERNMOST ABUTMENT,
 KW2686'29 FEET SOUTHEAST OF THE CENTER LINE OF INTERSTATE HIGHWAY 81.
 KW2686'THE MARK IS 18 FT ABOVE HIGHWAY.
 KW2686
 KW2686                          STATION RECOVERY (1998)
 KW2686
 KW2686'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW2686'MARK NOT FOUND.
 KW2686
 KW2686                          STATION RECOVERY (2004)
 KW2686
 KW2686'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (LJM)
 KW2686'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0839 ***********************************************************************
 MA0839  DESIGNATION -  45
 MA0839  PID         -  MA0839
 MA0839  STATE/COUNTY-  PA/WARREN
 MA0839  USGS QUAD   -  YOUNGSVILLE (1981)
 MA0839
 MA0839                         *CURRENT SURVEY CONTROL
 MA0839  ___________________________________________________________________
 MA0839* NAD 83(1986)-  41 50 49.     (N)    079 20 09.     (W)     SCALED    
 MA0839* NAVD 88     -       372.080  (meters)    1220.73   (feet)  ADJUSTED  
 MA0839  ___________________________________________________________________
 MA0839  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 MA0839  DYNAMIC HT  -         371.932 (meters)    1220.25  (feet)  COMP
 MA0839  MODELED GRAV-     980,212.2   (mgal)                       NAVD 88
 MA0839
 MA0839  VERT ORDER  -  FIRST     CLASS II
 MA0839
 MA0839.The horizontal coordinates were scaled from a topographic map and have
 MA0839.an estimated accuracy of +/- 6 seconds.
 MA0839
 MA0839.The orthometric height was determined by differential leveling
 MA0839.and adjusted by the National Geodetic Survey in June 1991..
 MA0839
 MA0839.The geoid height was determined by GEOID03.
 MA0839
 MA0839.The dynamic height is computed by dividing the NAVD 88
 MA0839.geopotential number by the normal gravity value computed on the
 MA0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0839.degrees latitude (g = 980.6199 gals.).
 MA0839
 MA0839.The modeled gravity was interpolated from observed gravity values.
 MA0839
 MA0839;                    North         East    Units  Estimated Accuracy
 MA0839;SPC PA N     -   187,810.      468,310.      MT  (+/- 180 meters Scaled)
 MA0839
 MA0839                          SUPERSEDED SURVEY CONTROL
 MA0839
 MA0839  NGVD 29 (??/??/92)  372.245  (m)         1221.27   (f) ADJ UNCH    1 2
 MA0839
 MA0839.Superseded values are not recommended for survey control.
 MA0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0839.See file dsdata.txt to determine how the superseded data were derived.
 MA0839
 MA0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG381341(NAD 83)
 MA0839_MARKER: B = BOLT
 MA0839_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0839_SP_SET: ABUTMENT
 MA0839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0839+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2001
 MA0839
 MA0839  HISTORY     - Date     Condition        Report By
 MA0839  HISTORY     - UNK      MONUMENTED       PRR
 MA0839  HISTORY     - 1941     GOOD             NGS
 MA0839  HISTORY     - 20010520 GOOD             USPSQD
 MA0839
 MA0839                          STATION DESCRIPTION
 MA0839
 MA0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MA0839'0.9 MI W FROM YOUNGSVILLE.
 MA0839'ABOUT 0.9 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA0839'STATION AT YOUNGSVILLE, WARREN COUNTY, AT BRIDGE 56.28, IN THE
 MA0839'SOUTH CORNER OF THE WEST ABUTMENT, 1.5 FEET SOUTHWEST OF THE
 MA0839'NORTHEAST EDGE, 0.6 FOOT NORTH OF THE SOUTH EDGE, 7 FEET SOUTH OF
 MA0839'THE SOUTH RAIL OF THE TRACK, ABOUT 2 FEET LOWER THAN THE LEVEL
 MA0839'OF THE TRACK, AND NEAR THE LETTERS B.M. 45.  A COPPER BOLT.
 MA0839
 MA0839                          STATION RECOVERY (2001)
 MA0839
 MA0839'RECOVERY NOTE BY US POWER SQUADRON 2001 (SL)
 MA0839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0609 ***********************************************************************
 KX0609  DESIGNATION -  45
 KX0609  PID         -  KX0609
 KX0609  STATE/COUNTY-  PA/BEDFORD
 KX0609  USGS QUAD   -  ALUM BANK (1987)
 KX0609
 KX0609                         *CURRENT SURVEY CONTROL
 KX0609  ___________________________________________________________________
 KX0609* NAD 83(1986)-  40 10 13.     (N)    078 31 43.     (W)     SCALED    
 KX0609* NAVD 88     -       344.723  (meters)    1130.98   (feet)  ADJUSTED  
 KX0609  ___________________________________________________________________
 KX0609  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KX0609  DYNAMIC HT  -         344.532 (meters)    1130.35  (feet)  COMP
 KX0609  MODELED GRAV-     980,063.5   (mgal)                       NAVD 88
 KX0609
 KX0609  VERT ORDER  -  SECOND    CLASS 0
 KX0609
 KX0609.The horizontal coordinates were scaled from a topographic map and have
 KX0609.an estimated accuracy of +/- 6 seconds.
 KX0609
 KX0609.The orthometric height was determined by differential leveling
 KX0609.and adjusted by the National Geodetic Survey in June 1991..
 KX0609
 KX0609.The geoid height was determined by GEOID03.
 KX0609
 KX0609.The dynamic height is computed by dividing the NAVD 88
 KX0609.geopotential number by the normal gravity value computed on the
 KX0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0609.degrees latitude (g = 980.6199 gals.).
 KX0609
 KX0609.The modeled gravity was interpolated from observed gravity values.
 KX0609
 KX0609;                    North         East    Units  Estimated Accuracy
 KX0609;SPC PA S     -    93,220.      533,680.      MT  (+/- 180 meters Scaled)
 KX0609
 KX0609                          SUPERSEDED SURVEY CONTROL
 KX0609
 KX0609  NGVD 29 (??/??/92)  344.879  (m)         1131.49   (f) ADJ UNCH    2 0
 KX0609
 KX0609.Superseded values are not recommended for survey control.
 KX0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0609.See file dsdata.txt to determine how the superseded data were derived.
 KX0609
 KX0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE104495(NAD 83)
 KX0609_MARKER: Q = CHISELED SQUARE
 KX0609_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0609_SP_SET: ABUTMENT
 KX0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0609
 KX0609  HISTORY     - Date     Condition        Report By
 KX0609  HISTORY     - UNK      MONUMENTED       PRR
 KX0609  HISTORY     - 1935     GOOD             NGS
 KX0609
 KX0609                          STATION DESCRIPTION
 KX0609
 KX0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0609'2.2 MI N FROM REYNOLDSDALE.
 KX0609'ABOUT 2.2 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0609'STATION AT REYNOLDSDALE, BEDFORD COUNTY, AT THE NORTH ABUTMENT
 KX0609'OF BRIDGE 30.17 OVER BOBS CREEK, AND ON THE TOP OF THE EAST END.
 KX0609'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0882 ***********************************************************************
 LZ0882  DESIGNATION -  45 A
 LZ0882  PID         -  LZ0882
 LZ0882  STATE/COUNTY-  PA/LYCOMING
 LZ0882  USGS QUAD   -  MONTOURSVILLE SOUTH (1994)
 LZ0882
 LZ0882                         *CURRENT SURVEY CONTROL
 LZ0882  ___________________________________________________________________
 LZ0882* NAD 83(1986)-  41 14 40.     (N)    076 59 51.     (W)     SCALED    
 LZ0882* NAVD 88     -       159.142  (meters)     522.12   (feet)  ADJUSTED  
 LZ0882  ___________________________________________________________________
 LZ0882  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 LZ0882  DYNAMIC HT  -         159.072 (meters)     521.89  (feet)  COMP
 LZ0882  MODELED GRAV-     980,185.6   (mgal)                       NAVD 88
 LZ0882
 LZ0882  VERT ORDER  -  FIRST     CLASS II
 LZ0882
 LZ0882.The horizontal coordinates were scaled from a topographic map and have
 LZ0882.an estimated accuracy of +/- 6 seconds.
 LZ0882
 LZ0882.The orthometric height was determined by differential leveling
 LZ0882.and adjusted by the National Geodetic Survey in June 1991..
 LZ0882
 LZ0882.The geoid height was determined by GEOID03.
 LZ0882
 LZ0882.The dynamic height is computed by dividing the NAVD 88
 LZ0882.geopotential number by the normal gravity value computed on the
 LZ0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0882.degrees latitude (g = 980.6199 gals.).
 LZ0882
 LZ0882.The modeled gravity was interpolated from observed gravity values.
 LZ0882
 LZ0882;                    North         East    Units  Estimated Accuracy
 LZ0882;SPC PA N     -   119,970.      663,070.      MT  (+/- 180 meters Scaled)
 LZ0882
 LZ0882                          SUPERSEDED SURVEY CONTROL
 LZ0882
 LZ0882  NGVD 29 (??/??/92)  159.357  (m)          522.82   (f) ADJ UNCH    1 2
 LZ0882
 LZ0882.Superseded values are not recommended for survey control.
 LZ0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0882.See file dsdata.txt to determine how the superseded data were derived.
 LZ0882
 LZ0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL326678(NAD 83)
 LZ0882_MARKER: Q = CHISELED SQUARE
 LZ0882_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0882_SP_SET: DOORSILL
 LZ0882_STAMPING: BM 45 A
 LZ0882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LZ0882+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2006
 LZ0882
 LZ0882  HISTORY     - Date     Condition        Report By
 LZ0882  HISTORY     - UNK      MONUMENTED       PRR
 LZ0882  HISTORY     - 1934     GOOD             NGS
 LZ0882  HISTORY     - 1934     POOR             NGS
 LZ0882  HISTORY     - 20060820 GOOD             GEOCAC
 LZ0882
 LZ0882                          STATION DESCRIPTION
 LZ0882
 LZ0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0882'AT WILLIAMSPORT.
 LZ0882'AT WILLIAMSPORT, LYCOMING COUNTY, ON THE DOORSILL OF THE BRICK
 LZ0882'DWELLING AT 314 FOURTH STREET, 450 FEET WEST OF MILEAGE POST
 LZ0882'249-39, AND ON THE SOUTH SIDE OF THE TRACK.  A CHISELED SQUARE.
 LZ0882
 LZ0882                          STATION RECOVERY (1934)
 LZ0882
 LZ0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 LZ0882'MARK RECOVERED IN POOR CONDITION.
 LZ0882
 LZ0882                          STATION RECOVERY (2006)
 LZ0882
 LZ0882'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 LZ0882'MARK FOUND AS DESCRIBED ON DOORSTEP OF 314 FOURTH ST. RAILROAD HAS
 LZ0882'BEEN ABANDONED AND REMOVED. BUILDING IS NOW PART OF THE LYCOMING
 LZ0882'COLLEGE CAMPUS.
 LZ0882'USE WITH CAUTION. DOORSILL SEEMS TO HAVE SETTLED ON THE SIDE OF THE
 LZ0882'MARK. THIS MAY HAVE BEEN THE REASON FOR THE 1934 POOR RECOVERY.
 LZ0882' 
 LZ0882'HH2 N 41 14 39.8 W 076 59 51.2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0459 ***********************************************************************
 KY0459  DESIGNATION -  45 PA
 KY0459  PID         -  KY0459
 KY0459  STATE/COUNTY-  PA/WASHINGTON
 KY0459  USGS QUAD   -  AVELLA (1979)
 KY0459
 KY0459                         *CURRENT SURVEY CONTROL
 KY0459  ___________________________________________________________________
 KY0459* NAD 83(1986)-  40 16 45.     (N)    080 23 52.     (W)     SCALED    
 KY0459* NAVD 88     -       310.027  (meters)    1017.15   (feet)  ADJUSTED  
 KY0459  ___________________________________________________________________
 KY0459  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KY0459  DYNAMIC HT  -         309.853 (meters)    1016.58  (feet)  COMP
 KY0459  MODELED GRAV-     980,058.5   (mgal)                       NAVD 88
 KY0459
 KY0459  VERT ORDER  -  SECOND    CLASS 0
 KY0459
 KY0459.The horizontal coordinates were scaled from a topographic map and have
 KY0459.an estimated accuracy of +/- 6 seconds.
 KY0459
 KY0459.The orthometric height was determined by differential leveling
 KY0459.and adjusted by the National Geodetic Survey in June 1991..
 KY0459
 KY0459.The geoid height was determined by GEOID03.
 KY0459
 KY0459.The dynamic height is computed by dividing the NAVD 88
 KY0459.geopotential number by the normal gravity value computed on the
 KY0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0459.degrees latitude (g = 980.6199 gals.).
 KY0459
 KY0459.The modeled gravity was interpolated from observed gravity values.
 KY0459
 KY0459;                    North         East    Units  Estimated Accuracy
 KY0459;SPC PA S     -   108,400.      374,860.      MT  (+/- 180 meters Scaled)
 KY0459
 KY0459                          SUPERSEDED SURVEY CONTROL
 KY0459
 KY0459  NGVD 29 (??/??/92)  310.174  (m)         1017.63   (f) ADJ UNCH    2 0
 KY0459
 KY0459.Superseded values are not recommended for survey control.
 KY0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0459.See file dsdata.txt to determine how the superseded data were derived.
 KY0459
 KY0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE511589(NAD 83)
 KY0459_MARKER: DD = SURVEY DISK
 KY0459_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0459_SP_SET: BRIDGE
 KY0459_STAMPING: 45 PA 1952 1018
 KY0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0459
 KY0459  HISTORY     - Date     Condition        Report By
 KY0459  HISTORY     - 1952     MONUMENTED       USGS
 KY0459  HISTORY     - 1957     GOOD             NGS
 KY0459
 KY0459                          STATION DESCRIPTION
 KY0459
 KY0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0459'4 MI E FROM AVELLA.
 KY0459'ABOUT 3.95 MILES EAST ALONG STATE HIGHWAY 28 FROM THE LINCOLN
 KY0459'NATIONAL BANK BUILDING AT AVELLA, AT INTERSECTION OF NORTH-SOUTH
 KY0459'BLACK TOP ROAD AT REA, IN THE TOP OF THE NORTHWEST END OF
 KY0459'SOUTHEAST WINGWALL OF A 27-FOOT HIGHWAY BRIDGE OVER A CREEK
 KY0459'BRANCH, 20 1/2 FEET SOUTH OF CENTER LINE OF HIGHWAY, 76 FEET
 KY0459'EAST OF CENTER LINE OF BLACK TOP ROAD, 1.2 FEET EAST OF EAST
 KY0459'END OF CONCRETE BANISTER AND 1/3 FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1525 ***********************************************************************
 JV1525  DESIGNATION -  45 PRR
 JV1525  PID         -  JV1525
 JV1525  STATE/COUNTY-  PA/YORK
 JV1525  USGS QUAD   -  SEVEN VALLEYS (1981)
 JV1525
 JV1525                         *CURRENT SURVEY CONTROL
 JV1525  ___________________________________________________________________
 JV1525* NAD 83(1986)-  39 48 40.     (N)    076 45 13.     (W)     SCALED    
 JV1525* NAVD 88     -       156.853  (meters)     514.61   (feet)  ADJUSTED  
 JV1525  ___________________________________________________________________
 JV1525  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JV1525  DYNAMIC HT  -         156.775 (meters)     514.35  (feet)  COMP
 JV1525  MODELED GRAV-     980,121.4   (mgal)                       NAVD 88
 JV1525
 JV1525  VERT ORDER  -  SECOND    CLASS 0
 JV1525
 JV1525.The horizontal coordinates were scaled from a topographic map and have
 JV1525.an estimated accuracy of +/- 6 seconds.
 JV1525
 JV1525.The orthometric height was determined by differential leveling
 JV1525.and adjusted by the National Geodetic Survey in June 1991..
 JV1525
 JV1525.The geoid height was determined by GEOID03.
 JV1525
 JV1525.The dynamic height is computed by dividing the NAVD 88
 JV1525.geopotential number by the normal gravity value computed on the
 JV1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1525.degrees latitude (g = 980.6199 gals.).
 JV1525
 JV1525.The modeled gravity was interpolated from observed gravity values.
 JV1525
 JV1525;                    North         East    Units  Estimated Accuracy
 JV1525;SPC PA S     -    53,530.      685,320.      MT  (+/- 180 meters Scaled)
 JV1525
 JV1525                          SUPERSEDED SURVEY CONTROL
 JV1525
 JV1525  NGVD 29 (??/??/??)  157.086  (m)          515.37   (f) ADJUSTED    2 0
 JV1525
 JV1525.Superseded values are not recommended for survey control.
 JV1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1525.See file dsdata.txt to determine how the superseded data were derived.
 JV1525
 JV1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK498082(NAD 83)
 JV1525_MARKER: B = BOLT
 JV1525_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1525_SP_SET: BRIDGE
 JV1525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1525
 JV1525  HISTORY     - Date     Condition        Report By
 JV1525  HISTORY     - UNK      MONUMENTED       PRR
 JV1525  HISTORY     - 1935     GOOD             CGS
 JV1525  HISTORY     - 1961     GOOD             CGS
 JV1525
 JV1525                          STATION DESCRIPTION
 JV1525
 JV1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1525'0.7 MI S FROM LARUE.
 JV1525'0.7 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JV1525'AT LARUE, YORK COUNTY, AT BRIDGE 43.44 OVER HENRY CREEK, IN THE
 JV1525'TOP OF THE WEST END OF THE SOUTH BRIDGE SEAT, AND 11 FEET WEST OF
 JV1525'THE CENTER LINE OF THE WEST TRACK.  A COPPER BOLT.
 JV1525
 JV1525                          STATION RECOVERY (1961)
 JV1525
 JV1525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JV1525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0569 ***********************************************************************
 LY0569  DESIGNATION -  451 PADH
 LY0569  PID         -  LY0569
 LY0569  STATE/COUNTY-  PA/PIKE
 LY0569  USGS QUAD   -  MILFORD (1995)
 LY0569
 LY0569                         *CURRENT SURVEY CONTROL
 LY0569  ___________________________________________________________________
 LY0569* NAD 83(1986)-  41 19 07.     (N)    074 48 07.     (W)     SCALED    
 LY0569* NAVD 88     -       137.347  (meters)     450.61   (feet)  ADJUSTED  
 LY0569  ___________________________________________________________________
 LY0569  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 LY0569  DYNAMIC HT  -         137.290 (meters)     450.43  (feet)  COMP
 LY0569  MODELED GRAV-     980,205.9   (mgal)                       NAVD 88
 LY0569
 LY0569  VERT ORDER  -  FIRST     CLASS II
 LY0569
 LY0569.The horizontal coordinates were scaled from a topographic map and have
 LY0569.an estimated accuracy of +/- 6 seconds.
 LY0569
 LY0569.The orthometric height was determined by differential leveling
 LY0569.and adjusted by the National Geodetic Survey in June 1991..
 LY0569
 LY0569.The geoid height was determined by GEOID03.
 LY0569
 LY0569.The dynamic height is computed by dividing the NAVD 88
 LY0569.geopotential number by the normal gravity value computed on the
 LY0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0569.degrees latitude (g = 980.6199 gals.).
 LY0569
 LY0569.The modeled gravity was interpolated from observed gravity values.
 LY0569
 LY0569;                    North         East    Units  Estimated Accuracy
 LY0569;SPC PA N     -   132,130.      846,780.      MT  (+/- 180 meters Scaled)
 LY0569
 LY0569                          SUPERSEDED SURVEY CONTROL
 LY0569
 LY0569  NGVD 29 (??/??/92)  137.525  (m)          451.20   (f) ADJ UNCH    1 2
 LY0569
 LY0569.Superseded values are not recommended for survey control.
 LY0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0569.See file dsdata.txt to determine how the superseded data were derived.
 LY0569
 LY0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL165741(NAD 83)
 LY0569_MARKER: DD = SURVEY DISK
 LY0569_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0569_SP_SET: BRIDGE
 LY0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0569+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2005
 LY0569
 LY0569  HISTORY     - Date     Condition        Report By
 LY0569  HISTORY     - UNK      MONUMENTED       PADH
 LY0569  HISTORY     - 1956     GOOD             NGS
 LY0569  HISTORY     - 1978     GOOD             NGS
 LY0569  HISTORY     - 20050301 GOOD             HERBER
 LY0569
 LY0569                          STATION DESCRIPTION
 LY0569
 LY0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LY0569'AT MILFORD.
 LY0569'AT MILFORD, 0.4 MILE SOUTHWEST ALONG U.S. HIGHWAY 209 FROM
 LY0569'THE COUNTY COURTHOUSE, THENCE 0.1 MILE SOUTHWEST ALONG MOTT
 LY0569'STREET, AT THE MOTT STREET BRIDGE OVER SAW KILL CREEK, ON TOP
 LY0569'OF THE SOUTHEAST END OF THE NORTHEAST STONE ABUTMENT, 9 FEET
 LY0569'SOUTHEAST OF THE CENTER LINE OF THE STREET AND 1 1/2 FOOT
 LY0569'BELOW THE BRIDGE FLOOR.
 LY0569
 LY0569                          STATION RECOVERY (1978)
 LY0569
 LY0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LY0569'RECOVERED IN GOOD CONDITION.
 LY0569
 LY0569                          STATION RECOVERY (2005)
 LY0569
 LY0569'RECOVERY NOTE BY HERBERT, ROWLAND AND GRUBIC 2005
 LY0569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0281 ***********************************************************************
 MB0281  DESIGNATION -  452.44
 MB0281  PID         -  MB0281
 MB0281  STATE/COUNTY-  PA/CRAWFORD
 MB0281  USGS QUAD   -  GREENVILLE WEST (1990)
 MB0281
 MB0281                         *CURRENT SURVEY CONTROL
 MB0281  ___________________________________________________________________
 MB0281* NAD 83(1986)-  41 29 45.     (N)    080 27 58.     (W)     SCALED    
 MB0281* NAVD 88     -       312.440  (meters)    1025.06   (feet)  ADJUSTED  
 MB0281  ___________________________________________________________________
 MB0281  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 MB0281  DYNAMIC HT  -         312.311 (meters)    1024.64  (feet)  COMP
 MB0281  MODELED GRAV-     980,199.3   (mgal)                       NAVD 88
 MB0281
 MB0281  VERT ORDER  -  SECOND    CLASS 0
 MB0281
 MB0281.The horizontal coordinates were scaled from a topographic map and have
 MB0281.an estimated accuracy of +/- 6 seconds.
 MB0281
 MB0281.The orthometric height was determined by differential leveling
 MB0281.and adjusted by the National Geodetic Survey in June 1991..
 MB0281
 MB0281.The geoid height was determined by GEOID03.
 MB0281
 MB0281.The dynamic height is computed by dividing the NAVD 88
 MB0281.geopotential number by the normal gravity value computed on the
 MB0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0281.degrees latitude (g = 980.6199 gals.).
 MB0281
 MB0281.The modeled gravity was interpolated from observed gravity values.
 MB0281
 MB0281;                    North         East    Units  Estimated Accuracy
 MB0281;SPC PA N     -   151,170.      373,250.      MT  (+/- 180 meters Scaled)
 MB0281
 MB0281                          SUPERSEDED SURVEY CONTROL
 MB0281
 MB0281  NGVD 29 (??/??/92)  312.620  (m)         1025.65   (f) ADJ UNCH    2 0
 MB0281
 MB0281.Superseded values are not recommended for survey control.
 MB0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0281.See file dsdata.txt to determine how the superseded data were derived.
 MB0281
 MB0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF445939(NAD 83)
 MB0281_MARKER: Q = CHISELED SQUARE
 MB0281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0281_SP_SET: PARAPET
 MB0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0281
 MB0281  HISTORY     - Date     Condition        Report By
 MB0281  HISTORY     - UNK      MONUMENTED       NYCRR
 MB0281  HISTORY     - 1935     GOOD             NGS
 MB0281
 MB0281                          STATION DESCRIPTION
 MB0281
 MB0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MB0281'1.1 MI SE FROM TURNER.
 MB0281'1.1 MILES SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MB0281'STATION AT TURNER, AT STATION 1805+03, AT 150 FOOT STEEL-GIRDER
 MB0281'BRIDGE 82, ON THE TOP OF THE SOUTHWEST CORNER OF THE WEST
 MB0281'PARAPET, 6 FEET WEST OF THE WEST RAIL, AND ABOUT 1 FOOT LOWER
 MB0281'THAN THE TRACK.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0666 ***********************************************************************
 KW0666  DESIGNATION -  455 RDGRR
 KW0666  PID         -  KW0666
 KW0666  STATE/COUNTY-  PA/BERKS
 KW0666  USGS QUAD   -  SINKING SPRING (1987)
 KW0666
 KW0666                         *CURRENT SURVEY CONTROL
 KW0666  ___________________________________________________________________
 KW0666* NAD 83(1986)-  40 18 02.     (N)    076 03 19.     (W)     SCALED    
 KW0666* NAVD 88     -       138.531  (meters)     454.50   (feet)  ADJUSTED  
 KW0666  ___________________________________________________________________
 KW0666  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 KW0666  DYNAMIC HT  -         138.457 (meters)     454.25  (feet)  COMP
 KW0666  MODELED GRAV-     980,091.5   (mgal)                       NAVD 88
 KW0666
 KW0666  VERT ORDER  -  SECOND    CLASS 0
 KW0666
 KW0666.The horizontal coordinates were scaled from a topographic map and have
 KW0666.an estimated accuracy of +/- 6 seconds.
 KW0666
 KW0666.The orthometric height was determined by differential leveling
 KW0666.and adjusted by the National Geodetic Survey in June 1991..
 KW0666
 KW0666.The geoid height was determined by GEOID03.
 KW0666
 KW0666.The dynamic height is computed by dividing the NAVD 88
 KW0666.geopotential number by the normal gravity value computed on the
 KW0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0666.degrees latitude (g = 980.6199 gals.).
 KW0666
 KW0666.The modeled gravity was interpolated from observed gravity values.
 KW0666
 KW0666;                    North         East    Units  Estimated Accuracy
 KW0666;SPC PA S     -   108,780.      744,070.      MT  (+/- 180 meters Scaled)
 KW0666
 KW0666                          SUPERSEDED SURVEY CONTROL
 KW0666
 KW0666  NGVD 29 (??/??/??)  138.762  (m)          455.25   (f) ADJUSTED    2 0
 KW0666
 KW0666.Superseded values are not recommended for survey control.
 KW0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0666.See file dsdata.txt to determine how the superseded data were derived.
 KW0666
 KW0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK103616(NAD 83)
 KW0666_MARKER: Q = CHISELED SQUARE
 KW0666_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0666_SP_SET: BASE
 KW0666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0666
 KW0666  HISTORY     - Date     Condition        Report By
 KW0666  HISTORY     - UNK      MONUMENTED       RDGRR
 KW0666  HISTORY     - 1935     GOOD             CGS
 KW0666  HISTORY     - 20020209 MARK NOT FOUND   USPSQD
 KW0666
 KW0666                          STATION DESCRIPTION
 KW0666
 KW0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0666'AT FRITZTOWN.
 KW0666'AT FRITZTOWN, BERKS COUNTY, AT A READING CO. RAILWAY
 KW0666'PRIVATE-CROSSING SIGN, ON THE TOP OF THE CONCRETE BASE, AND 10
 KW0666'FEET NORTH OF THE CENTER LINE OF THE TRACK.  A CHISELED SQUARE.
 KW0666
 KW0666                          STATION RECOVERY (2002)
 KW0666
 KW0666'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW0666'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1593 ***********************************************************************
 JV1593  DESIGNATION -  456 PRR
 JV1593  PID         -  JV1593
 JV1593  STATE/COUNTY-  PA/YORK
 JV1593  USGS QUAD   -  HANOVER (1984)
 JV1593
 JV1593                         *CURRENT SURVEY CONTROL
 JV1593  ___________________________________________________________________
 JV1593* NAD 83(1986)-  39 52 19.     (N)    076 52 56.     (W)     SCALED    
 JV1593* NAVD 88     -       138.715  (meters)     455.10   (feet)  ADJUSTED  
 JV1593  ___________________________________________________________________
 JV1593  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 JV1593  DYNAMIC HT  -         138.643 (meters)     454.86  (feet)  COMP
 JV1593  MODELED GRAV-     980,105.2   (mgal)                       NAVD 88
 JV1593
 JV1593  VERT ORDER  -  SECOND    CLASS 0
 JV1593
 JV1593.The horizontal coordinates were scaled from a topographic map and have
 JV1593.an estimated accuracy of +/- 6 seconds.
 JV1593
 JV1593.The orthometric height was determined by differential leveling
 JV1593.and adjusted by the National Geodetic Survey in June 1991..
 JV1593
 JV1593.The geoid height was determined by GEOID03.
 JV1593
 JV1593.The dynamic height is computed by dividing the NAVD 88
 JV1593.geopotential number by the normal gravity value computed on the
 JV1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1593.degrees latitude (g = 980.6199 gals.).
 JV1593
 JV1593.The modeled gravity was interpolated from observed gravity values.
 JV1593
 JV1593;                    North         East    Units  Estimated Accuracy
 JV1593;SPC PA S     -    60,170.      674,240.      MT  (+/- 180 meters Scaled)
 JV1593
 JV1593                          SUPERSEDED SURVEY CONTROL
 JV1593
 JV1593  NGVD 29 (??/??/??)  138.950  (m)          455.87   (f) ADJUSTED    2 0
 JV1593
 JV1593.Superseded values are not recommended for survey control.
 JV1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1593.See file dsdata.txt to determine how the superseded data were derived.
 JV1593
 JV1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK390152(NAD 83)
 JV1593_MARKER: Q = CHISELED SQUARE
 JV1593_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1593_SP_SET: BRIDGE
 JV1593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1593
 JV1593  HISTORY     - Date     Condition        Report By
 JV1593  HISTORY     - UNK      MONUMENTED       PRR
 JV1593  HISTORY     - 1935     GOOD             CGS
 JV1593
 JV1593                          STATION DESCRIPTION
 JV1593
 JV1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1593'0.9 MI SW FROM SPRING GROVE.
 JV1593'0.9 MILE SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JV1593'STATION AT SPRING GROVE, YORK COUNTY, AT BRIDGE 24.22, ON THE
 JV1593'TOP OF THE NORTHWEST HEAD WALL OF A STONE ABUTMENT, AND 6 FEET
 JV1593'NORTH OF THE CENTER LINE OF THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1036 ***********************************************************************
 MA1036  DESIGNATION -  46
 MA1036  PID         -  MA1036
 MA1036  STATE/COUNTY-  PA/JEFFERSON
 MA1036  USGS QUAD   -  BROOKVILLE (1969)
 MA1036
 MA1036                         *CURRENT SURVEY CONTROL
 MA1036  ___________________________________________________________________
 MA1036* NAD 83(1986)-  41 09 02.     (N)    079 05 00.     (W)     SCALED    
 MA1036* NAVD 88     -       377.399  (meters)    1238.18   (feet)  ADJUSTED  
 MA1036  ___________________________________________________________________
 MA1036  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 MA1036  DYNAMIC HT  -         377.224 (meters)    1237.61  (feet)  COMP
 MA1036  MODELED GRAV-     980,147.7   (mgal)                       NAVD 88
 MA1036
 MA1036  VERT ORDER  -  SECOND    CLASS 0
 MA1036
 MA1036.The horizontal coordinates were scaled from a topographic map and have
 MA1036.an estimated accuracy of +/- 6 seconds.
 MA1036
 MA1036.The orthometric height was determined by differential leveling
 MA1036.and adjusted by the National Geodetic Survey in June 1991..
 MA1036
 MA1036.The geoid height was determined by GEOID03.
 MA1036
 MA1036.The dynamic height is computed by dividing the NAVD 88
 MA1036.geopotential number by the normal gravity value computed on the
 MA1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1036.degrees latitude (g = 980.6199 gals.).
 MA1036
 MA1036.The modeled gravity was interpolated from observed gravity values.
 MA1036
 MA1036;                    North         East    Units  Estimated Accuracy
 MA1036;SPC PA N     -   110,130.      488,080.      MT  (+/- 180 meters Scaled)
 MA1036
 MA1036                          SUPERSEDED SURVEY CONTROL
 MA1036
 MA1036  NGVD 29 (??/??/92)  377.582  (m)         1238.78   (f) ADJ UNCH    2 0
 MA1036
 MA1036.Superseded values are not recommended for survey control.
 MA1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1036.See file dsdata.txt to determine how the superseded data were derived.
 MA1036
 MA1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF608572(NAD 83)
 MA1036_MARKER: B = BOLT
 MA1036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1036_SP_SET: BRIDGE
 MA1036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1036
 MA1036  HISTORY     - Date     Condition        Report By
 MA1036  HISTORY     - UNK      MONUMENTED       PRR
 MA1036  HISTORY     - 1935     GOOD             NGS
 MA1036  HISTORY     - 1958     GOOD             NGS
 MA1036
 MA1036                          STATION DESCRIPTION
 MA1036
 MA1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1036'0.2 MI W FROM BROOKVILLE.
 MA1036'ABOUT 0.2 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA1036'STATION AT BROOKVILLE, JEFFERSON COUNTY, AT 2-SPAN GIRDER BRIDGE
 MA1036'41.21 OVER A CREEK, IN THE TOP OF THE SOUTHWEST CORNER OF THE
 MA1036'NORTHEAST MASONRY WING WALL, AND ABOUT LEVEL WITH THE TOP OF THE
 MA1036'RAIL.  A COPPER BOLT, MARKED B.M. 46.
 MA1036
 MA1036                          STATION RECOVERY (1958)
 MA1036
 MA1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 MA1036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0322 ***********************************************************************
 MA0322  DESIGNATION -  46
 MA0322  PID         -  MA0322
 MA0322  STATE/COUNTY-  PA/CAMERON
 MA0322  USGS QUAD   -  CAMERON (1971)
 MA0322
 MA0322                         *CURRENT SURVEY CONTROL
 MA0322  ___________________________________________________________________
 MA0322* NAD 83(1986)-  41 29 36.     (N)    078 12 04.     (W)     SCALED    
 MA0322* NAVD 88     -       304.643  (meters)     999.48   (feet)  ADJUSTED  
 MA0322  ___________________________________________________________________
 MA0322  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 MA0322  DYNAMIC HT  -         304.514 (meters)     999.06  (feet)  COMP
 MA0322  MODELED GRAV-     980,190.6   (mgal)                       NAVD 88
 MA0322
 MA0322  VERT ORDER  -  SECOND    CLASS 0
 MA0322
 MA0322.The horizontal coordinates were scaled from a topographic map and have
 MA0322.an estimated accuracy of +/- 6 seconds.
 MA0322
 MA0322.The orthometric height was determined by differential leveling
 MA0322.and adjusted by the National Geodetic Survey in June 1991..
 MA0322
 MA0322.The geoid height was determined by GEOID03.
 MA0322
 MA0322.The dynamic height is computed by dividing the NAVD 88
 MA0322.geopotential number by the normal gravity value computed on the
 MA0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0322.degrees latitude (g = 980.6199 gals.).
 MA0322
 MA0322.The modeled gravity was interpolated from observed gravity values.
 MA0322
 MA0322;                    North         East    Units  Estimated Accuracy
 MA0322;SPC PA N     -   147,430.      562,330.      MT  (+/- 180 meters Scaled)
 MA0322
 MA0322                          SUPERSEDED SURVEY CONTROL
 MA0322
 MA0322  NGVD 29 (??/??/92)  304.805  (m)         1000.01   (f) ADJ UNCH    2 0
 MA0322
 MA0322.Superseded values are not recommended for survey control.
 MA0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0322.See file dsdata.txt to determine how the superseded data were derived.
 MA0322
 MA0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF336973(NAD 83)
 MA0322_MARKER: Z = SEE DESCRIPTION
 MA0322_SETTING: 80 = SET IN A BOULDER
 MA0322_SP_SET: BOULDER
 MA0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0322+STABILITY: SURFACE MOTION
 MA0322
 MA0322  HISTORY     - Date     Condition        Report By
 MA0322  HISTORY     - UNK      MONUMENTED       PRR
 MA0322  HISTORY     - 1934     GOOD             NGS
 MA0322
 MA0322                          STATION DESCRIPTION
 MA0322
 MA0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0322'1.7 MI E FROM EMPORIUM.
 MA0322'1.7 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM EMPORIUM,
 MA0322'CAMERON COUNTY, ABOUT 2,700 FEET EAST OF MILEPOST 151, 30
 MA0322'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 120, 90 FEET NORTH
 MA0322'OF THE CENTER LINE OF THE TRACK, ON THE TOP OF A LARGE BOULDER,
 MA0322'ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND ABOUT LEVEL WITH THE
 MA0322'TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0607 ***********************************************************************
 KX0607  DESIGNATION -  46
 KX0607  PID         -  KX0607
 KX0607  STATE/COUNTY-  PA/BEDFORD
 KX0607  USGS QUAD   -  ALUM BANK (1987)
 KX0607
 KX0607                         *CURRENT SURVEY CONTROL
 KX0607  ___________________________________________________________________
 KX0607* NAD 83(1986)-  40 12 25.     (N)    078 31 35.     (W)     SCALED    
 KX0607* NAVD 88     -       355.278  (meters)    1165.61   (feet)  ADJUSTED  
 KX0607  ___________________________________________________________________
 KX0607  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KX0607  DYNAMIC HT  -         355.079 (meters)    1164.95  (feet)  COMP
 KX0607  MODELED GRAV-     980,057.2   (mgal)                       NAVD 88
 KX0607
 KX0607  VERT ORDER  -  SECOND    CLASS 0
 KX0607
 KX0607.The horizontal coordinates were scaled from a topographic map and have
 KX0607.an estimated accuracy of +/- 6 seconds.
 KX0607
 KX0607.The orthometric height was determined by differential leveling
 KX0607.and adjusted by the National Geodetic Survey in June 1991..
 KX0607
 KX0607.The geoid height was determined by GEOID03.
 KX0607
 KX0607.The dynamic height is computed by dividing the NAVD 88
 KX0607.geopotential number by the normal gravity value computed on the
 KX0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0607.degrees latitude (g = 980.6199 gals.).
 KX0607
 KX0607.The modeled gravity was interpolated from observed gravity values.
 KX0607
 KX0607;                    North         East    Units  Estimated Accuracy
 KX0607;SPC PA S     -    97,290.      533,910.      MT  (+/- 180 meters Scaled)
 KX0607
 KX0607                          SUPERSEDED SURVEY CONTROL
 KX0607
 KX0607  NGVD 29 (??/??/92)  355.428  (m)         1166.10   (f) ADJ UNCH    2 0
 KX0607
 KX0607.Superseded values are not recommended for survey control.
 KX0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0607.See file dsdata.txt to determine how the superseded data were derived.
 KX0607
 KX0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE105536(NAD 83)
 KX0607_MARKER: Q = CHISELED SQUARE
 KX0607_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0607_SP_SET: ABUTMENT
 KX0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0607
 KX0607  HISTORY     - Date     Condition        Report By
 KX0607  HISTORY     - UNK      MONUMENTED       PRR
 KX0607  HISTORY     - 1935     GOOD             NGS
 KX0607
 KX0607                          STATION DESCRIPTION
 KX0607
 KX0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0607'4.2 MI S FROM QUEEN.
 KX0607'ABOUT 4.2 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0607'STATION AT QUEEN, BEDFORD COUNTY, ABOUT 200 FEET SOUTH OF THE
 KX0607'STATION AT IMLER, AT THE NORTH ABUTMENT OF BRIDGE 27.61 OVER DUCK
 KX0607'RUN, AND ON THE TOP OF THE EAST END.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0084 ***********************************************************************
 KX0084  DESIGNATION -  46
 KX0084  PID         -  KX0084
 KX0084  STATE/COUNTY-  PA/BLAIR
 KX0084  USGS QUAD   -  TYRONE (1994)
 KX0084
 KX0084                         *CURRENT SURVEY CONTROL
 KX0084  ___________________________________________________________________
 KX0084* NAD 83(1986)-  40 43 35.     (N)    078 09 46.     (W)     SCALED    
 KX0084* NAVD 88     -       326.772  (meters)    1072.08   (feet)  ADJUSTED  
 KX0084  ___________________________________________________________________
 KX0084  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KX0084  DYNAMIC HT  -         326.604 (meters)    1071.53  (feet)  COMP
 KX0084  MODELED GRAV-     980,099.0   (mgal)                       NAVD 88
 KX0084
 KX0084  VERT ORDER  -  FIRST     CLASS II
 KX0084
 KX0084.The horizontal coordinates were scaled from a topographic map and have
 KX0084.an estimated accuracy of +/- 6 seconds.
 KX0084
 KX0084.The orthometric height was determined by differential leveling
 KX0084.and adjusted by the National Geodetic Survey in June 1991..
 KX0084.WARNING-Repeat measurements at this control monument indicate possible
 KX0084.vertical movement.
 KX0084
 KX0084.The geoid height was determined by GEOID03.
 KX0084
 KX0084.The dynamic height is computed by dividing the NAVD 88
 KX0084.geopotential number by the normal gravity value computed on the
 KX0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0084.degrees latitude (g = 980.6199 gals.).
 KX0084
 KX0084.The modeled gravity was interpolated from observed gravity values.
 KX0084
 KX0084;                    North         East    Units  Estimated Accuracy
 KX0084;SPC PA S     -   154,760.      565,130.      MT  (+/- 180 meters Scaled)
 KX0084
 KX0084                          SUPERSEDED SURVEY CONTROL
 KX0084
 KX0084  NGVD 29 (??/??/92)  326.926  (m)         1072.59   (f) ADJ UNCH    1 2
 KX0084
 KX0084.Superseded values are not recommended for survey control.
 KX0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0084.See file dsdata.txt to determine how the superseded data were derived.
 KX0084
 KX0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF396122(NAD 83)
 KX0084_MARKER: B = BOLT
 KX0084_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0084_SP_SET: BRIDGE SEAT
 KX0084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0084
 KX0084  HISTORY     - Date     Condition        Report By
 KX0084  HISTORY     - UNK      MONUMENTED       PRR
 KX0084  HISTORY     - 1934     GOOD             NGS
 KX0084  HISTORY     - 1967     GOOD             NGS
 KX0084  HISTORY     - 20010716 GOOD             PADT
 KX0084
 KX0084                          STATION DESCRIPTION
 KX0084
 KX0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KX0084'1.1 MI E FROM BALD EAGLE.
 KX0084'1.1 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM BALD EAGLE,
 KX0084'BLAIR COUNTY, 1400 FEET EAST OF MILEPOST 6, AT BRIDGE 617 U.G.
 KX0084'OVER LITTLE BALD EAGLE CREEK, AND IN THE TOP OF THE NORTHEAST
 KX0084'BRIDGE SEAT.  A COPPER BOLT.
 KX0084
 KX0084                          STATION RECOVERY (1967)
 KX0084
 KX0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KX0084'RECOVERED IN GOOD CONDITION.
 KX0084
 KX0084                          STATION RECOVERY (2001)
 KX0084
 KX0084'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (MBJ)
 KX0084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0883 ***********************************************************************
 LZ0883  DESIGNATION -  46
 LZ0883  PID         -  LZ0883
 LZ0883  STATE/COUNTY-  PA/LYCOMING
 LZ0883  USGS QUAD   -  WILLIAMSPORT (1986)
 LZ0883
 LZ0883                         *CURRENT SURVEY CONTROL
 LZ0883  ___________________________________________________________________
 LZ0883* NAD 83(1986)-  41 14 32.     (N)    077 00 15.     (W)     SCALED    
 LZ0883* NAVD 88     -       160.001  (meters)     524.94   (feet)  ADJUSTED  
 LZ0883  ___________________________________________________________________
 LZ0883  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 LZ0883  DYNAMIC HT  -         159.931 (meters)     524.71  (feet)  COMP
 LZ0883  MODELED GRAV-     980,187.0   (mgal)                       NAVD 88
 LZ0883
 LZ0883  VERT ORDER  -  FIRST     CLASS II
 LZ0883
 LZ0883.The horizontal coordinates were scaled from a topographic map and have
 LZ0883.an estimated accuracy of +/- 6 seconds.
 LZ0883
 LZ0883.The orthometric height was determined by differential leveling
 LZ0883.and adjusted by the National Geodetic Survey in June 1991..
 LZ0883
 LZ0883.The geoid height was determined by GEOID03.
 LZ0883
 LZ0883.The dynamic height is computed by dividing the NAVD 88
 LZ0883.geopotential number by the normal gravity value computed on the
 LZ0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0883.degrees latitude (g = 980.6199 gals.).
 LZ0883
 LZ0883.The modeled gravity was interpolated from observed gravity values.
 LZ0883
 LZ0883;                    North         East    Units  Estimated Accuracy
 LZ0883;SPC PA N     -   119,710.      662,520.      MT  (+/- 180 meters Scaled)
 LZ0883
 LZ0883                          SUPERSEDED SURVEY CONTROL
 LZ0883
 LZ0883  NGVD 29 (??/??/92)  160.216  (m)          525.64   (f) ADJ UNCH    1 2
 LZ0883
 LZ0883.Superseded values are not recommended for survey control.
 LZ0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0883.See file dsdata.txt to determine how the superseded data were derived.
 LZ0883
 LZ0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL320675(NAD 83)
 LZ0883_MARKER: Q = CHISELED SQUARE
 LZ0883_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0883_SP_SET: MONUMENT BASE
 LZ0883_STAMPING: BM 46
 LZ0883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0883
 LZ0883  HISTORY     - Date     Condition        Report By
 LZ0883  HISTORY     - UNK      MONUMENTED       PRR
 LZ0883  HISTORY     - 1934     GOOD             NGS
 LZ0883  HISTORY     - 1934     POOR             NGS
 LZ0883  HISTORY     - 20060820 POOR             GEOCAC
 LZ0883
 LZ0883                          STATION DESCRIPTION
 LZ0883
 LZ0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0883'AT WILLIAMSPORT.
 LZ0883'AT WILLIAMSPORT, LYCOMING COUNTY, IN FRONT OF THE CITY HALL,
 LZ0883'AND ON THE NORTHWEST CORNER OF THE BASE OF THE SOLDIERS MONUMENT.
 LZ0883'A CHISELED SQUARE, MARKED B M 46.
 LZ0883
 LZ0883                          STATION RECOVERY (1934)
 LZ0883
 LZ0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 LZ0883'MARK RECOVERED IN POOR CONDITION.
 LZ0883
 LZ0883                          STATION RECOVERY (2006)
 LZ0883
 LZ0883'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 LZ0883'FOUNDATION BASE APPEARS TO HAVE SHIFTED. STONE BLOCKS HAVE SEPARATED.
 LZ0883'THERE IS NO STRONG EVIDENCE OF SETTLING. MARK IS VERY FAINT AND
 LZ0883'LETTERING CANNOT BE MADE OUT EASILY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1512 ***********************************************************************
 KX1512  DESIGNATION -  46 L
 KX1512  PID         -  KX1512
 KX1512  STATE/COUNTY-  PA/ARMSTRONG
 KX1512  USGS QUAD   -  KITTANNING (1993)
 KX1512
 KX1512                         *CURRENT SURVEY CONTROL
 KX1512  ___________________________________________________________________
 KX1512* NAD 83(1986)-  40 49 09.     (N)    079 31 16.     (W)     SCALED    
 KX1512* NAVD 88     -       245.730  (meters)     806.20   (feet)  ADJUSTED  
 KX1512  ___________________________________________________________________
 KX1512  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 KX1512  DYNAMIC HT  -         245.611 (meters)     805.81  (feet)  COMP
 KX1512  MODELED GRAV-     980,136.8   (mgal)                       NAVD 88
 KX1512
 KX1512  VERT ORDER  -  FIRST     CLASS II
 KX1512
 KX1512.The horizontal coordinates were scaled from a topographic map and have
 KX1512.an estimated accuracy of +/- 6 seconds.
 KX1512
 KX1512.The orthometric height was determined by differential leveling
 KX1512.and adjusted by the National Geodetic Survey in June 1991..
 KX1512
 KX1512.The geoid height was determined by GEOID03.
 KX1512
 KX1512.The dynamic height is computed by dividing the NAVD 88
 KX1512.geopotential number by the normal gravity value computed on the
 KX1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1512.degrees latitude (g = 980.6199 gals.).
 KX1512
 KX1512.The modeled gravity was interpolated from observed gravity values.
 KX1512
 KX1512;                    North         East    Units  Estimated Accuracy
 KX1512;SPC PA S     -   166,480.      450,590.      MT  (+/- 180 meters Scaled)
 KX1512
 KX1512                          SUPERSEDED SURVEY CONTROL
 KX1512
 KX1512  NGVD 29 (??/??/92)  245.910  (m)          806.79   (f) ADJ UNCH    1 2
 KX1512
 KX1512.Superseded values are not recommended for survey control.
 KX1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1512.See file dsdata.txt to determine how the superseded data were derived.
 KX1512
 KX1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF247197(NAD 83)
 KX1512_MARKER: B = BOLT
 KX1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1512_STAMPING: 46 L USED
 KX1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1512+STABILITY: SURFACE MOTION
 KX1512
 KX1512  HISTORY     - Date     Condition        Report By
 KX1512  HISTORY     - UNK      MONUMENTED       DOD
 KX1512  HISTORY     - 1967     GOOD             NGS
 KX1512  HISTORY     - 20050901 MARK NOT FOUND   PADT
 KX1512
 KX1512                          STATION DESCRIPTION
 KX1512
 KX1512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX1512'AT KITTANNING.
 KX1512'AT KITTANNING, ARMSTRONG COUNTY, ON THE PENNSYLVANIA RAILROAD,
 KX1512'255 FEET UPSTREAM FROM THE STATION, 10.3 FEET LANDWARD OF THE
 KX1512'LAND RAIL OF THE SIDING, 48.6 FEET SOUTHWEST OF THE SOUTHWEST
 KX1512'CORNER OF A BRICK HOUSE, AND 60 FEET NORTHWEST OF THE NORTHWEST
 KX1512'CORNER OF A FRAME HOUSE.  A COPPER BOLT, STAMPED 46 L USED AND SET
 KX1512'IN THE TOP OF A CONCRETE POST.
 KX1512
 KX1512                          STATION RECOVERY (2005)
 KX1512
 KX1512'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 KX1512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1523 ***********************************************************************
 JV1523  DESIGNATION -  46 PRR
 JV1523  PID         -  JV1523
 JV1523  STATE/COUNTY-  PA/YORK
 JV1523  USGS QUAD   -  SEVEN VALLEYS (1981)
 JV1523
 JV1523                         *CURRENT SURVEY CONTROL
 JV1523  ___________________________________________________________________
 JV1523* NAD 83(1986)-  39 49 13.     (N)    076 45 36.     (W)     SCALED    
 JV1523* NAVD 88     -       156.168  (meters)     512.36   (feet)  ADJUSTED  
 JV1523  ___________________________________________________________________
 JV1523  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 JV1523  DYNAMIC HT  -         156.089 (meters)     512.10  (feet)  COMP
 JV1523  MODELED GRAV-     980,120.9   (mgal)                       NAVD 88
 JV1523
 JV1523  VERT ORDER  -  SECOND    CLASS 0
 JV1523
 JV1523.The horizontal coordinates were scaled from a topographic map and have
 JV1523.an estimated accuracy of +/- 6 seconds.
 JV1523
 JV1523.The orthometric height was determined by differential leveling
 JV1523.and adjusted by the National Geodetic Survey in June 1991..
 JV1523
 JV1523.The geoid height was determined by GEOID03.
 JV1523
 JV1523.The dynamic height is computed by dividing the NAVD 88
 JV1523.geopotential number by the normal gravity value computed on the
 JV1523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1523.degrees latitude (g = 980.6199 gals.).
 JV1523
 JV1523.The modeled gravity was interpolated from observed gravity values.
 JV1523
 JV1523;                    North         East    Units  Estimated Accuracy
 JV1523;SPC PA S     -    54,540.      684,760.      MT  (+/- 180 meters Scaled)
 JV1523
 JV1523                          SUPERSEDED SURVEY CONTROL
 JV1523
 JV1523  NGVD 29 (??/??/??)  156.401  (m)          513.13   (f) ADJUSTED    2 0
 JV1523
 JV1523.Superseded values are not recommended for survey control.
 JV1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1523.See file dsdata.txt to determine how the superseded data were derived.
 JV1523
 JV1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK493092(NAD 83)
 JV1523_MARKER: B = BOLT
 JV1523_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1523_SP_SET: BRIDGE
 JV1523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1523
 JV1523  HISTORY     - Date     Condition        Report By
 JV1523  HISTORY     - UNK      MONUMENTED       PRR
 JV1523  HISTORY     - 1935     GOOD             CGS
 JV1523
 JV1523                          STATION DESCRIPTION
 JV1523
 JV1523'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1523'AT LARUE.
 JV1523'AT LARUE, YORK COUNTY, ABOUT 150 FEET SOUTH OF THE PENNSYLVANIA
 JV1523'RAILROAD STATION, AT BRIDGE 44.17, IN THE TOP OF THE CENTER OF
 JV1523'THE WEST COPING, AND 7 FEET WEST OF THE CENTER LINE OF THE WEST
 JV1523'TRACK.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0351 ***********************************************************************
 MB0351  DESIGNATION -  46 RLB
 MB0351  PID         -  MB0351
 MB0351  STATE/COUNTY-  PA/MERCER
 MB0351  USGS QUAD   -  GROVE CITY (1981)
 MB0351
 MB0351                         *CURRENT SURVEY CONTROL
 MB0351  ___________________________________________________________________
 MB0351* NAD 83(1986)-  41 11 42.     (N)    080 02 26.     (W)     SCALED    
 MB0351* NAVD 88     -       396.825  (meters)    1301.92   (feet)  ADJUSTED  
 MB0351  ___________________________________________________________________
 MB0351  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 MB0351  DYNAMIC HT  -         396.640 (meters)    1301.31  (feet)  COMP
 MB0351  MODELED GRAV-     980,144.5   (mgal)                       NAVD 88
 MB0351
 MB0351  VERT ORDER  -  SECOND    CLASS 0
 MB0351
 MB0351.The horizontal coordinates were scaled from a topographic map and have
 MB0351.an estimated accuracy of +/- 6 seconds.
 MB0351
 MB0351.The orthometric height was determined by differential leveling
 MB0351.and adjusted by the National Geodetic Survey in June 1991..
 MB0351
 MB0351.The geoid height was determined by GEOID03.
 MB0351
 MB0351.The dynamic height is computed by dividing the NAVD 88
 MB0351.geopotential number by the normal gravity value computed on the
 MB0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0351.degrees latitude (g = 980.6199 gals.).
 MB0351
 MB0351.The modeled gravity was interpolated from observed gravity values.
 MB0351
 MB0351;                    North         East    Units  Estimated Accuracy
 MB0351;SPC PA N     -   116,740.      407,880.      MT  (+/- 180 meters Scaled)
 MB0351
 MB0351                          SUPERSEDED SURVEY CONTROL
 MB0351
 MB0351  NGVD 29 (??/??/92)  396.958  (m)         1302.35   (f) ADJ UNCH    2 0
 MB0351
 MB0351.Superseded values are not recommended for survey control.
 MB0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0351.See file dsdata.txt to determine how the superseded data were derived.
 MB0351
 MB0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF804608(NAD 83)
 MB0351_MARKER: DD = SURVEY DISK
 MB0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0351_STAMPING: 1302 46 RLB 1958
 MB0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0351+STABILITY: SURFACE MOTION
 MB0351
 MB0351  HISTORY     - Date     Condition        Report By
 MB0351  HISTORY     - 1958     MONUMENTED       USGS
 MB0351  HISTORY     - 1958     GOOD             NGS
 MB0351  HISTORY     - 20030210 GOOD             INDIV
 MB0351
 MB0351                          STATION DESCRIPTION
 MB0351
 MB0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MB0351'2.1 MI E FROM PERRYS CORNER.
 MB0351'ABOUT 2.1 MILES EAST ALONG A GRAVELED ROAD FROM THE CROSSROAD
 MB0351'AT PERRYS CORNERS, IT IS 35.0 FEET EAST OF CENTER LINE OF A
 MB0351'T-ROAD SOUTH, 37.0 FEET SOUTH OF CENTER LINE OF THE EAST-WEST
 MB0351'ROAD AND 52.0 FEET SOUTHEAST OF CENTER OF THE T-ROAD JUNCTION.
 MB0351'A U.S. GEOLOGICAL SURVEY BRONZE DISK IN TOP OF A 6-INCH CONCRETE
 MB0351'POST PROJECTING 4-INCHES.
 MB0351
 MB0351                          STATION RECOVERY (2003)
 MB0351
 MB0351'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 MB0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1556 ***********************************************************************
 KW1556  DESIGNATION -  460.48 USGS
 KW1556  PID         -  KW1556
 KW1556  STATE/COUNTY-  PA/MONTOUR
 KW1556  USGS QUAD   -  DANVILLE (1994)
 KW1556
 KW1556                         *CURRENT SURVEY CONTROL
 KW1556  ___________________________________________________________________
 KW1556* NAD 83(1986)-  40 56 50.     (N)    076 36 00.     (W)     SCALED    
 KW1556* NAVD 88     -       141.344  (meters)     463.73   (feet)  ADJUSTED  
 KW1556  ___________________________________________________________________
 KW1556  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KW1556  DYNAMIC HT  -         141.283 (meters)     463.53  (feet)  COMP
 KW1556  MODELED GRAV-     980,191.0   (mgal)                       NAVD 88
 KW1556
 KW1556  VERT ORDER  -  SECOND    CLASS 0
 KW1556
 KW1556.The horizontal coordinates were scaled from a topographic map and have
 KW1556.an estimated accuracy of +/- 6 seconds.
 KW1556
 KW1556.The orthometric height was determined by differential leveling
 KW1556.and adjusted by the National Geodetic Survey in June 1991..
 KW1556
 KW1556.The geoid height was determined by GEOID03.
 KW1556
 KW1556.The dynamic height is computed by dividing the NAVD 88
 KW1556.geopotential number by the normal gravity value computed on the
 KW1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1556.degrees latitude (g = 980.6199 gals.).
 KW1556
 KW1556.The modeled gravity was interpolated from observed gravity values.
 KW1556
 KW1556;                    North         East    Units  Estimated Accuracy
 KW1556;SPC PA N     -    87,330.      696,830.      MT  (+/- 180 meters Scaled)
 KW1556
 KW1556                          SUPERSEDED SURVEY CONTROL
 KW1556
 KW1556  NGVD 29 (??/??/??)  141.573  (m)          464.48   (f) ADJUSTED    2 0
 KW1556
 KW1556.Superseded values are not recommended for survey control.
 KW1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1556.See file dsdata.txt to determine how the superseded data were derived.
 KW1556
 KW1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL653341(NAD 83)
 KW1556_MARKER: O = CHISELED CIRCLE
 KW1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1556+STABILITY: SURFACE MOTION
 KW1556
 KW1556  HISTORY     - Date     Condition        Report By
 KW1556  HISTORY     - UNK      MONUMENTED       USGS
 KW1556  HISTORY     - 1934     GOOD             CGS
 KW1556
 KW1556                          STATION DESCRIPTION
 KW1556
 KW1556'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1556'1.3 MI E FROM DANVILLE.
 KW1556'1.3 MILES EAST ALONG THE ERIE-LACKAWANNA RAILROAD FROM DANVILLE,
 KW1556'OPPOSITE DANVILLE HOSPITAL, 60 FEET NORTH OF CROSSING SIGNAL
 KW1556'200/6, ON THE TOP OF A CONCRETE POST OF THE PARKING FENCE, AND
 KW1556'18 FEET WEST OF THE WEST RAIL.  A CHISELED CIRCLE, MARKED BY THE
 KW1556'PAINTED LETTERS US 460.48 BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3267 ***********************************************************************
 JV3267  DESIGNATION -  46.38 PRR
 JV3267  PID         -  JV3267
 JV3267  STATE/COUNTY-  PA/FRANKLIN
 JV3267  USGS QUAD   -  SCOTLAND (1990)
 JV3267
 JV3267                         *CURRENT SURVEY CONTROL
 JV3267  ___________________________________________________________________
 JV3267* NAD 83(1986)-  39 58 55.     (N)    077 34 28.     (W)     SCALED    
 JV3267* NAVD 88     -       221.850  (meters)     727.85   (feet)  ADJUSTED  
 JV3267  ___________________________________________________________________
 JV3267  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 JV3267  DYNAMIC HT  -         221.723 (meters)     727.44  (feet)  COMP
 JV3267  MODELED GRAV-     980,048.3   (mgal)                       NAVD 88
 JV3267
 JV3267  VERT ORDER  -  FIRST     CLASS II
 JV3267
 JV3267.The horizontal coordinates were scaled from a topographic map and have
 JV3267.an estimated accuracy of +/- 6 seconds.
 JV3267
 JV3267.The orthometric height was determined by differential leveling
 JV3267.and adjusted by the National Geodetic Survey in June 1991..
 JV3267
 JV3267.The geoid height was determined by GEOID03.
 JV3267
 JV3267.The dynamic height is computed by dividing the NAVD 88
 JV3267.geopotential number by the normal gravity value computed on the
 JV3267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3267.degrees latitude (g = 980.6199 gals.).
 JV3267
 JV3267.The modeled gravity was interpolated from observed gravity values.
 JV3267
 JV3267;                    North         East    Units  Estimated Accuracy
 JV3267;SPC PA S     -    72,030.      615,000.      MT  (+/- 180 meters Scaled)
 JV3267
 JV3267                          SUPERSEDED SURVEY CONTROL
 JV3267
 JV3267  NGVD 29 (??/??/??)  222.032  (m)          728.45   (f) ADJUSTED    1 2
 JV3267
 JV3267.Superseded values are not recommended for survey control.
 JV3267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3267.See file dsdata.txt to determine how the superseded data were derived.
 JV3267
 JV3267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK801289(NAD 83)
 JV3267_MARKER: B = BOLT
 JV3267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3267_SP_SET: BRIDGE
 JV3267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3267
 JV3267  HISTORY     - Date     Condition        Report By
 JV3267  HISTORY     - UNK      MONUMENTED       PRR
 JV3267  HISTORY     - 1934     GOOD             CGS
 JV3267
 JV3267                          STATION DESCRIPTION
 JV3267
 JV3267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JV3267'0.8 MI N FROM SCOTLAND.
 JV3267'0.8 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JV3267'AT SCOTLAND, FRANKLIN COUNTY, IN THE TOP OF THE EAST WALL OF
 JV3267'BRIDGE 46.38, AND AT THE CENTER RAILING SUPPORT.  A BRASS BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0309 ***********************************************************************
 KY0309  DESIGNATION -  4/67
 KY0309  PID         -  KY0309
 KY0309  STATE/COUNTY-  PA/ALLEGHENY
 KY0309  USGS QUAD   -  BRIDGEVILLE (1979)
 KY0309
 KY0309                         *CURRENT SURVEY CONTROL
 KY0309  ___________________________________________________________________
 KY0309* NAD 83(1986)-  40 20 57.     (N)    080 06 38.     (W)     SCALED    
 KY0309* NAVD 88     -       253.22   (+/-2cm)     830.8    (feet)  VERTCON   
 KY0309  ___________________________________________________________________
 KY0309  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KY0309
 KY0309  VERT ORDER  -  ? (See Below)
 KY0309
 KY0309.The horizontal coordinates were scaled from a topographic map and have
 KY0309.an estimated accuracy of +/- 6 seconds.
 KY0309
 KY0309.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY0309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY0309.The vertical order pertains to the NGVD 29 superseded value.
 KY0309
 KY0309.The geoid height was determined by GEOID03.
 KY0309
 KY0309;                    North         East    Units  Estimated Accuracy
 KY0309;SPC PA S     -   115,470.      399,490.      MT  (+/- 180 meters Scaled)
 KY0309
 KY0309                          SUPERSEDED SURVEY CONTROL
 KY0309
 KY0309  NGVD 29 (??/??/92)  253.362  (m)          831.24   (f) ADJ UNCH    ?  
 KY0309
 KY0309.Superseded values are not recommended for survey control.
 KY0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0309.See file dsdata.txt to determine how the superseded data were derived.
 KY0309
 KY0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE755668(NAD 83)
 KY0309_MARKER: Q = CHISELED SQUARE
 KY0309_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0309_SP_SET: BRIDGE
 KY0309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0309
 KY0309  HISTORY     - Date     Condition        Report By
 KY0309  HISTORY     - UNK      MONUMENTED       PRR
 KY0309  HISTORY     - 1935     GOOD             NGS
 KY0309
 KY0309                          STATION DESCRIPTION
 KY0309
 KY0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KY0309'2 MI N FROM MAYVIEW.
 KY0309'2 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY0309'AT MAYVIEW, AT BRIDGE 4/67, AND ON THE TOP OF THE NORTHWEST
 KY0309'CORNER.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0889 ***********************************************************************
 LZ0889  DESIGNATION -  47
 LZ0889  PID         -  LZ0889
 LZ0889  STATE/COUNTY-  PA/LYCOMING
 LZ0889  USGS QUAD   -  WILLIAMSPORT (1986)
 LZ0889
 LZ0889                         *CURRENT SURVEY CONTROL
 LZ0889  ___________________________________________________________________
 LZ0889* NAD 83(1986)-  41 14 28.     (N)    077 01 07.     (W)     SCALED    
 LZ0889* NAVD 88     -       161.003  (meters)     528.22   (feet)  ADJUSTED  
 LZ0889  ___________________________________________________________________
 LZ0889  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 LZ0889  DYNAMIC HT  -         160.934 (meters)     528.00  (feet)  COMP
 LZ0889  MODELED GRAV-     980,188.7   (mgal)                       NAVD 88
 LZ0889
 LZ0889  VERT ORDER  -  FIRST     CLASS II
 LZ0889
 LZ0889.The horizontal coordinates were scaled from a topographic map and have
 LZ0889.an estimated accuracy of +/- 6 seconds.
 LZ0889
 LZ0889.The orthometric height was determined by differential leveling
 LZ0889.and adjusted by the National Geodetic Survey in June 1991..
 LZ0889
 LZ0889.The geoid height was determined by GEOID03.
 LZ0889
 LZ0889.The dynamic height is computed by dividing the NAVD 88
 LZ0889.geopotential number by the normal gravity value computed on the
 LZ0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0889.degrees latitude (g = 980.6199 gals.).
 LZ0889
 LZ0889.The modeled gravity was interpolated from observed gravity values.
 LZ0889
 LZ0889;                    North         East    Units  Estimated Accuracy
 LZ0889;SPC PA N     -   119,580.      661,310.      MT  (+/- 180 meters Scaled)
 LZ0889
 LZ0889                          SUPERSEDED SURVEY CONTROL
 LZ0889
 LZ0889  NGVD 29 (??/??/92)  161.221  (m)          528.94   (f) ADJ UNCH    1 2
 LZ0889
 LZ0889.Superseded values are not recommended for survey control.
 LZ0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0889.See file dsdata.txt to determine how the superseded data were derived.
 LZ0889
 LZ0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL308674(NAD 83)
 LZ0889_MARKER: Z = SEE DESCRIPTION
 LZ0889_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0889_SP_SET: WATER TABLE
 LZ0889_STAMPING: B M 47
 LZ0889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0889
 LZ0889  HISTORY     - Date     Condition        Report By
 LZ0889  HISTORY     - UNK      MONUMENTED       PRR
 LZ0889  HISTORY     - 1942     GOOD             NGS
 LZ0889  HISTORY     - 1942     GOOD             NGS
 LZ0889
 LZ0889                          STATION DESCRIPTION
 LZ0889
 LZ0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LZ0889'AT WILLIAMSPORT.
 LZ0889'AT WILLIAMSPORT, LYCOMING COUNTY, AT THE PENNSYLVANIA RAILROAD
 LZ0889'GENERAL SUPERINTENDENTS OFFICE BUILDING, AT THE WATER TABLE
 LZ0889'ON THE NORTH SIDE, AND EAST OF THE ENTRANCE.  A SHELF, NEAR
 LZ0889'THE LETTERS B.M. 47.
 LZ0889
 LZ0889                          STATION RECOVERY (1942)
 LZ0889
 LZ0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 LZ0889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0988 ***********************************************************************
 KX0988  DESIGNATION -  47
 KX0988  PID         -  KX0988
 KX0988  STATE/COUNTY-  PA/WESTMORELAND
 KX0988  USGS QUAD   -  BOLIVAR (1993)
 KX0988
 KX0988                         *CURRENT SURVEY CONTROL
 KX0988  ___________________________________________________________________
 KX0988* NAD 83(1986)-  40 25 08.     (N)    079 13 22.     (W)     SCALED    
 KX0988* NAVD 88     -       341.201  (meters)    1119.42   (feet)  ADJUSTED  
 KX0988  ___________________________________________________________________
 KX0988  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KX0988  DYNAMIC HT  -         341.022 (meters)    1118.84  (feet)  COMP
 KX0988  MODELED GRAV-     980,092.0   (mgal)                       NAVD 88
 KX0988
 KX0988  VERT ORDER  -  FIRST     CLASS II
 KX0988
 KX0988.The horizontal coordinates were scaled from a topographic map and have
 KX0988.an estimated accuracy of +/- 6 seconds.
 KX0988
 KX0988.The orthometric height was determined by differential leveling
 KX0988.and adjusted by the National Geodetic Survey in June 1991..
 KX0988
 KX0988.The geoid height was determined by GEOID03.
 KX0988
 KX0988.The dynamic height is computed by dividing the NAVD 88
 KX0988.geopotential number by the normal gravity value computed on the
 KX0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0988.degrees latitude (g = 980.6199 gals.).
 KX0988
 KX0988.The modeled gravity was interpolated from observed gravity values.
 KX0988
 KX0988;                    North         East    Units  Estimated Accuracy
 KX0988;SPC PA S     -   121,580.      475,020.      MT  (+/- 180 meters Scaled)
 KX0988
 KX0988                          SUPERSEDED SURVEY CONTROL
 KX0988
 KX0988  NGVD 29 (??/??/92)  341.36   (m)         1119.9    (f) COMPUTED    1 2
 KX0988
 KX0988.Superseded values are not recommended for survey control.
 KX0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0988.See file dsdata.txt to determine how the superseded data were derived.
 KX0988
 KX0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE507757(NAD 83)
 KX0988_MARKER: Z = SEE DESCRIPTION
 KX0988_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0988_SP_SET: STONE MONUMENT
 KX0988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0988
 KX0988  HISTORY     - Date     Condition        Report By
 KX0988  HISTORY     - UNK      MONUMENTED       PRR
 KX0988  HISTORY     - 1966     MARK NOT FOUND   NGS
 KX0988
 KX0988                          STATION DESCRIPTION
 KX0988
 KX0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0988'AT TORRANCE.
 KX0988'AT TORRANCE (FORMERLY BLAIRSVILLE INTERSECTION), WESTMORELAND
 KX0988'COUNTY, 10 FEET SOUTH OF THE WEST END OF A TOOLHOUSE, ON THE TOP
 KX0988'OF A STONE MONUMENT, AND 6 INCHES UNDER GROUND.  A SQUARE.
 KX0988'(341.368 METERS OR 1,119.972 FEET.)  NOTE-- THE ELEVATION OF THIS
 KX0988'BENCH MARK IS DERIVED FROM FIRST-ORDER LEVELING IN MAY 1931 BY
 KX0988'ONE OF OUR FIELD PARTIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0989 ***********************************************************************
 KX0989  DESIGNATION -  47 A
 KX0989  PID         -  KX0989
 KX0989  STATE/COUNTY-  PA/WESTMORELAND
 KX0989  USGS QUAD   -  BOLIVAR (1993)
 KX0989
 KX0989                         *CURRENT SURVEY CONTROL
 KX0989  ___________________________________________________________________
 KX0989* NAD 83(1986)-  40 25 08.     (N)    079 13 23.     (W)     SCALED    
 KX0989* NAVD 88     -       338.959  (meters)    1112.07   (feet)  ADJUSTED  
 KX0989  ___________________________________________________________________
 KX0989  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KX0989  DYNAMIC HT  -         338.781 (meters)    1111.48  (feet)  COMP
 KX0989  MODELED GRAV-     980,092.0   (mgal)                       NAVD 88
 KX0989
 KX0989  VERT ORDER  -  FIRST     CLASS I
 KX0989
 KX0989.The horizontal coordinates were scaled from a topographic map and have
 KX0989.an estimated accuracy of +/- 6 seconds.
 KX0989
 KX0989.The orthometric height was determined by differential leveling
 KX0989.and adjusted by the National Geodetic Survey in June 1991..
 KX0989.WARNING-Repeat measurements at this control monument indicate possible
 KX0989.vertical movement.
 KX0989
 KX0989.The geoid height was determined by GEOID03.
 KX0989
 KX0989.The dynamic height is computed by dividing the NAVD 88
 KX0989.geopotential number by the normal gravity value computed on the
 KX0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0989.degrees latitude (g = 980.6199 gals.).
 KX0989
 KX0989.The modeled gravity was interpolated from observed gravity values.
 KX0989
 KX0989;                    North         East    Units  Estimated Accuracy
 KX0989;SPC PA S     -   121,580.      474,990.      MT  (+/- 180 meters Scaled)
 KX0989
 KX0989                          SUPERSEDED SURVEY CONTROL
 KX0989
 KX0989  NGVD 29 (??/??/92)  339.129  (m)         1112.63   (f) ADJ UNCH    1 1
 KX0989
 KX0989.Superseded values are not recommended for survey control.
 KX0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0989.See file dsdata.txt to determine how the superseded data were derived.
 KX0989
 KX0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE507757(NAD 83)
 KX0989_MARKER: B = BOLT
 KX0989_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0989_SP_SET: STEPS LANDING
 KX0989_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0989
 KX0989  HISTORY     - Date     Condition        Report By
 KX0989  HISTORY     - UNK      MONUMENTED       PRR
 KX0989  HISTORY     - 1966     GOOD             NGS
 KX0989
 KX0989                          STATION DESCRIPTION
 KX0989
 KX0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0989'AT TORRANCE.
 KX0989'0.2 MILE EAST ALONG THE PENNSYLVANIA RAILROAD AT TORRANCE ABOUT
 KX0989'10 RAILS EAST OF MILEPOST 300, SET IN THE TOP OF THE SOUTHEAST
 KX0989'END OF THE LANDING AT THE TOP OF THE STEPS LEADING DOWN TO AN
 KX0989'OLD ABANDONED PEDESTERIAN SUBWAY UNDER THE TRACKS, 15.5 FEET
 KX0989'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST ONE OF THREE
 KX0989'TRACKS, 0.7 FOOT EAST OF THE EAST CORNER OF A METAL GUARD RAIL
 KX0989'AROUND THE TOP OF THE STEPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1551 ***********************************************************************
 KX1551  DESIGNATION -  47 B
 KX1551  PID         -  KX1551
 KX1551  STATE/COUNTY-  PA/ALLEGHENY
 KX1551  USGS QUAD   -  NEW KENSINGTON WEST (1993)
 KX1551
 KX1551                         *CURRENT SURVEY CONTROL
 KX1551  ___________________________________________________________________
 KX1551* NAD 83(1992)-  40 31 51.49084(N)    079 50 10.27004(W)     ADJUSTED  
 KX1551* NAVD 88     -       236.300  (meters)     775.26   (feet)  ADJUSTED  
 KX1551  ___________________________________________________________________
 KX1551  X           -     856,685.197 (meters)                     COMP
 KX1551  Y           -  -4,778,570.472 (meters)                     COMP
 KX1551  Z           -   4,123,106.000 (meters)                     COMP
 KX1551  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 KX1551  ELLIP HEIGHT-         202.61  (meters)          (08/10/01) GPS OBS
 KX1551  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 KX1551  DYNAMIC HT  -         236.180 (meters)     774.87  (feet)  COMP
 KX1551  MODELED GRAV-     980,110.1   (mgal)                       NAVD 88
 KX1551
 KX1551  HORZ ORDER  -  FIRST
 KX1551  VERT ORDER  -  FIRST     CLASS II
 KX1551  ELLP ORDER  -  FOURTH    CLASS II
 KX1551
 KX1551.The horizontal coordinates were established by GPS observations
 KX1551.and adjusted by the National Geodetic Survey in June 2000..
 KX1551
 KX1551.The orthometric height was determined by differential leveling
 KX1551.and adjusted by the National Geodetic Survey in June 1991..
 KX1551
 KX1551.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KX1551
 KX1551.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1551
 KX1551.The ellipsoidal height was determined by GPS observations
 KX1551.and is referenced to NAD 83.
 KX1551
 KX1551.The geoid height was determined by GEOID03.
 KX1551
 KX1551.The dynamic height is computed by dividing the NAVD 88
 KX1551.geopotential number by the normal gravity value computed on the
 KX1551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1551.degrees latitude (g = 980.6199 gals.).
 KX1551
 KX1551.The modeled gravity was interpolated from observed gravity values.
 KX1551
 KX1551;                    North         East     Units Scale Factor Converg.
 KX1551;SPC PA S     -   135,067.605   423,263.441   MT  0.99996048   -1 21 12.6
 KX1551;SPC PA S     -   443,134.30  1,388,656.81   sFT  0.99996048   -1 21 12.6
 KX1551;UTM  17      - 4,487,342.991   598,570.143   MT  0.99971960   +0 45 23.0
 KX1551
 KX1551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX1551!SPC PA S     -   0.99996822  x   0.99996048  =   0.99992870
 KX1551!UTM  17      -   0.99996822  x   0.99971960  =   0.99968783
 KX1551
 KX1551                          SUPERSEDED SURVEY CONTROL
 KX1551
 KX1551  ELLIP H (06/16/00)  202.60   (m)                       GP(       ) 4 1
 KX1551  NAVD 88 (06/16/00)  236.30   (m)          775.3    (f) LEVELING    3  
 KX1551  NGVD 29 (??/??/92)  236.470  (m)          775.82   (f) ADJ UNCH    1 2
 KX1551
 KX1551.Superseded values are not recommended for survey control.
 KX1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1551.See file dsdata.txt to determine how the superseded data were derived.
 KX1551
 KX1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE9857087343(NAD 83)
 KX1551_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KX1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1551_SP_SET: CONCRETE PEDESTAL
 KX1551_STAMPING: 47 B
 KX1551_MARK LOGO: USE   
 KX1551_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KX1551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1551+STABILITY: SURFACE MOTION
 KX1551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX1551+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2005
 KX1551
 KX1551  HISTORY     - Date     Condition        Report By
 KX1551  HISTORY     - UNK      MONUMENTED       USE
 KX1551  HISTORY     - 1941     GOOD             NGS
 KX1551  HISTORY     - 19990401 GOOD             HGSERV
 KX1551  HISTORY     - 20010201 GOOD             TERR5V
 KX1551  HISTORY     - 20010523 GOOD             PADT
 KX1551  HISTORY     - 20020218 GOOD             EDKINS
 KX1551  HISTORY     - 20050621 GOOD             JCLS
 KX1551
 KX1551                          STATION DESCRIPTION
 KX1551
 KX1551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1551'12 MI NE FROM PITTSBURGH.
 KX1551'ABOUT 12 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX1551'PITTSBURGH, ALLEGHENY COUNTY, 0.3 MILE NORTHEAST OF THE STATION
 KX1551'AT HULTON, 65 FEET UPSTREAM FROM THE UPSTREAM BUILDING OF THE
 KX1551'SUBURBAN WATER CO., 36 FEET RIVERWARD OF THE RIVER RAIL, AND
 KX1551'ABOUT 1 FOOT UNDER GROUND.  A BRASS PLATE, STAMPED 47 B AND SET
 KX1551'IN THE TOP OF A CONCRETE PEDESTAL INSIDE A 12-INCH PROTECTING
 KX1551'PIPE.
 KX1551
 KX1551                          STATION RECOVERY (1999)
 KX1551
 KX1551'RECOVERY NOTE BY HAMILTON GEODETIC SERVICES 1999 (JVH)
 KX1551'RECOVERED AS DESCRIBED.  THE MARK IS ACCESSED THROUGH A WATER VALVE
 KX1551'COVER IN THE PAVEMENT, APPROXIMATELY 1 M (3.3 FT) BELOW THE SURFACE.
 KX1551
 KX1551                          STATION RECOVERY (2001)
 KX1551
 KX1551'RECOVERY NOTE BY TERRASURV 2001 (JVH)
 KX1551'RECOVERED AS DESCRIBED.
 KX1551
 KX1551                          STATION RECOVERY (2001)
 KX1551
 KX1551'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (MBJ)
 KX1551'RECOVERED IN GOOD CONDITION.
 KX1551
 KX1551                          STATION RECOVERY (2002)
 KX1551
 KX1551'RECOVERY NOTE BY EDKINS SURVEYING 2002 (JR)
 KX1551'MARK IS ABOUT 10 FEET FROM WATER CO. FUEL TANKS UNDER A WATER VALVE
 KX1551'COVER. MARK FILLS WITH WATER. GATE COULD BE CLOSED DUE TO SEPT. 11,
 KX1551'CALL WATER CO. AT PHONE NUMBER IS 412-828-3388 AND SOMEONE WILL OPEN
 KX1551'GATE.
 KX1551
 KX1551                          STATION RECOVERY (2005)
 KX1551
 KX1551'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (FJO)
 KX1551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1511 ***********************************************************************
 KX1511  DESIGNATION -  47 L
 KX1511  PID         -  KX1511
 KX1511  STATE/COUNTY-  PA/ARMSTRONG
 KX1511  USGS QUAD   -  KITTANNING (1993)
 KX1511
 KX1511                         *CURRENT SURVEY CONTROL
 KX1511  ___________________________________________________________________
 KX1511* NAD 83(1986)-  40 49 58.     (N)    079 31 44.     (W)     SCALED    
 KX1511* NAVD 88     -       244.863  (meters)     803.35   (feet)  ADJUSTED  
 KX1511  ___________________________________________________________________
 KX1511  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 KX1511  DYNAMIC HT  -         244.744 (meters)     802.96  (feet)  COMP
 KX1511  MODELED GRAV-     980,130.7   (mgal)                       NAVD 88
 KX1511
 KX1511  VERT ORDER  -  FIRST     CLASS II
 KX1511
 KX1511.The horizontal coordinates were scaled from a topographic map and have
 KX1511.an estimated accuracy of +/- 6 seconds.
 KX1511
 KX1511.The orthometric height was determined by differential leveling
 KX1511.and adjusted by the National Geodetic Survey in June 1991..
 KX1511
 KX1511.The geoid height was determined by GEOID03.
 KX1511
 KX1511.The dynamic height is computed by dividing the NAVD 88
 KX1511.geopotential number by the normal gravity value computed on the
 KX1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1511.degrees latitude (g = 980.6199 gals.).
 KX1511
 KX1511.The modeled gravity was interpolated from observed gravity values.
 KX1511
 KX1511;                    North         East    Units  Estimated Accuracy
 KX1511;SPC PA S     -   168,010.      449,970.      MT  (+/- 180 meters Scaled)
 KX1511
 KX1511                          SUPERSEDED SURVEY CONTROL
 KX1511
 KX1511  NGVD 29 (??/??/92)  245.042  (m)          803.94   (f) ADJ UNCH    1 2
 KX1511
 KX1511.Superseded values are not recommended for survey control.
 KX1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1511.See file dsdata.txt to determine how the superseded data were derived.
 KX1511
 KX1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF240212(NAD 83)
 KX1511_MARKER: B = BOLT
 KX1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1511_STAMPING: 47 L USED
 KX1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1511+STABILITY: SURFACE MOTION
 KX1511
 KX1511  HISTORY     - Date     Condition        Report By
 KX1511  HISTORY     - UNK      MONUMENTED       DOD
 KX1511  HISTORY     - 1967     GOOD             NGS
 KX1511
 KX1511                          STATION DESCRIPTION
 KX1511
 KX1511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX1511'AT EWING.
 KX1511'AT EWING, ARMSTRONG COUNTY, ON THE PENNSYLVANIA RAILROAD, 200
 KX1511'FEET DOWNSTREAM FROM THE INTERSECTION OF COLWELL AND GRANT
 KX1511'STREETS, 28 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A GARAGE,
 KX1511'89 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE,
 KX1511'14.5 FEET NORTHWEST OF A TELEPHONE POLE, AND 3.5 FEET LANDWARD OF
 KX1511'AN IRON WATER DRAIN, AND ABOUT 6 INCHES UNDER GROUND.  A COPPER
 KX1511'BOLT, STAMPED 47 L USED AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1521 ***********************************************************************
 JV1521  DESIGNATION -  47 PRR
 JV1521  PID         -  JV1521
 JV1521  STATE/COUNTY-  PA/YORK
 JV1521  USGS QUAD   -  SEVEN VALLEYS (1981)
 JV1521
 JV1521                         *CURRENT SURVEY CONTROL
 JV1521  ___________________________________________________________________
 JV1521* NAD 83(1986)-  39 49 46.     (N)    076 45 42.     (W)     SCALED    
 JV1521* NAVD 88     -       153.181  (meters)     502.56   (feet)  ADJUSTED  
 JV1521  ___________________________________________________________________
 JV1521  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 JV1521  DYNAMIC HT  -         153.105 (meters)     502.31  (feet)  COMP
 JV1521  MODELED GRAV-     980,123.1   (mgal)                       NAVD 88
 JV1521
 JV1521  VERT ORDER  -  SECOND    CLASS 0
 JV1521
 JV1521.The horizontal coordinates were scaled from a topographic map and have
 JV1521.an estimated accuracy of +/- 6 seconds.
 JV1521
 JV1521.The orthometric height was determined by differential leveling
 JV1521.and adjusted by the National Geodetic Survey in June 1991..
 JV1521
 JV1521.The geoid height was determined by GEOID03.
 JV1521
 JV1521.The dynamic height is computed by dividing the NAVD 88
 JV1521.geopotential number by the normal gravity value computed on the
 JV1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1521.degrees latitude (g = 980.6199 gals.).
 JV1521
 JV1521.The modeled gravity was interpolated from observed gravity values.
 JV1521
 JV1521;                    North         East    Units  Estimated Accuracy
 JV1521;SPC PA S     -    55,560.      684,610.      MT  (+/- 180 meters Scaled)
 JV1521
 JV1521                          SUPERSEDED SURVEY CONTROL
 JV1521
 JV1521  NGVD 29 (??/??/??)  153.417  (m)          503.34   (f) ADJUSTED    2 0
 JV1521
 JV1521.Superseded values are not recommended for survey control.
 JV1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1521.See file dsdata.txt to determine how the superseded data were derived.
 JV1521
 JV1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK492103(NAD 83)
 JV1521_MARKER: B = BOLT
 JV1521_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1521_SP_SET: BRIDGE
 JV1521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV1521+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2006
 JV1521
 JV1521  HISTORY     - Date     Condition        Report By
 JV1521  HISTORY     - UNK      MONUMENTED       PRR
 JV1521  HISTORY     - 1935     GOOD             CGS
 JV1521  HISTORY     - 1947     GOOD             CGS
 JV1521  HISTORY     - 20060330 GOOD             GEOCAC
 JV1521
 JV1521                          STATION DESCRIPTION
 JV1521
 JV1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1521'0.7 MI N FROM LARUE.
 JV1521'0.7 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JV1521'AT LARUE, YORK COUNTY, AT BRIDGE 44.94 OVER CODORUS CREEK, IN
 JV1521'THE TOP OF THE EAST END OF THE NORTH BACK WALL, AND 12 FEET EAST
 JV1521'OF THE CENTER LINE OF THE EAST TRACK.  A COPPER BOLT.
 JV1521
 JV1521                          STATION RECOVERY (1947)
 JV1521
 JV1521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 JV1521'RECOVERED IN GOOD CONDITION.
 JV1521
 JV1521                          STATION RECOVERY (2006)
 JV1521
 JV1521'RECOVERY NOTE BY GEOCACHING 2006 (KAG)
 JV1521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1542 ***********************************************************************
 JU1542  DESIGNATION -  47 PRR
 JU1542  PID         -  JU1542
 JU1542  STATE/COUNTY-  PA/CHESTER
 JU1542  USGS QUAD   -  PARKESBURG (1992)
 JU1542
 JU1542                         *CURRENT SURVEY CONTROL
 JU1542  ___________________________________________________________________
 JU1542* NAD 83(1986)-  39 57 59.     (N)    075 53 01.     (W)     SCALED    
 JU1542* NAVD 88     -       148.545  (meters)     487.35   (feet)  ADJUSTED  
 JU1542  ___________________________________________________________________
 JU1542  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JU1542  DYNAMIC HT  -         148.470 (meters)     487.11  (feet)  COMP
 JU1542  MODELED GRAV-     980,116.1   (mgal)                       NAVD 88
 JU1542
 JU1542  VERT ORDER  -  SECOND    CLASS 0
 JU1542
 JU1542.The horizontal coordinates were scaled from a topographic map and have
 JU1542.an estimated accuracy of +/- 6 seconds.
 JU1542
 JU1542.The orthometric height was determined by differential leveling
 JU1542.and adjusted by the National Geodetic Survey in June 1991..
 JU1542
 JU1542.The geoid height was determined by GEOID03.
 JU1542
 JU1542.The dynamic height is computed by dividing the NAVD 88
 JU1542.geopotential number by the normal gravity value computed on the
 JU1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1542.degrees latitude (g = 980.6199 gals.).
 JU1542
 JU1542.The modeled gravity was interpolated from observed gravity values.
 JU1542
 JU1542;                    North         East    Units  Estimated Accuracy
 JU1542;SPC PA S     -    71,980.      759,440.      MT  (+/- 180 meters Scaled)
 JU1542
 JU1542                          SUPERSEDED SURVEY CONTROL
 JU1542
 JU1542  NGVD 29 (??/??/??)  148.838  (m)          488.31   (f) ADJUSTED    2 0
 JU1542
 JU1542.Superseded values are not recommended for survey control.
 JU1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1542.See file dsdata.txt to determine how the superseded data were derived.
 JU1542
 JU1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK245244(NAD 83)
 JU1542_MARKER: B = BOLT
 JU1542_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1542_SP_SET: PIER FOUNDATION
 JU1542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1542
 JU1542  HISTORY     - Date     Condition        Report By
 JU1542  HISTORY     - UNK      MONUMENTED       PRR
 JU1542  HISTORY     - 1955     GOOD             CGS
 JU1542  HISTORY     - 20060924 MARK NOT FOUND   GEOCAC
 JU1542
 JU1542                          STATION DESCRIPTION
 JU1542
 JU1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JU1542'1.9 MI NE FROM PARKESBURG.
 JU1542'1.9 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1542'STATION AT PARKESBURG, AT POMEROY, ABOUT 0.15 MILE EAST OF MAIL
 JU1542'HOOK AT POMEROY, 97 YARDS WEST OF MILE POST 42, AT OVERPASS NO.
 JU1542'42-05 OF A ROAD OVER THE TRACK, A COPPER BOLT IN THE TOP OF THE
 JU1542'SOUTH CORNER OF THE STONE MASONRY FOUNDATION OF THE NORTHWEST
 JU1542'PIER OF OVERPASS, 8 FEET NORTH OF NORTH RAIL AND ABOUT 3 1/2 FEET
 JU1542'ABOVE LEVEL OF TRACK.
 JU1542
 JU1542                          STATION RECOVERY (2006)
 JU1542
 JU1542'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 JU1542'BRIDGE HAS BEEN REMOVED. FOUNDATION REMAINS BUT THE SOUTH CORNER HAS
 JU1542'BEEN HIT AND TOP STONE IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2525 ***********************************************************************
 KV2525  DESIGNATION -  47 RDGRR
 KV2525  PID         -  KV2525
 KV2525  STATE/COUNTY-  PA/LEHIGH
 KV2525  USGS QUAD   -  ALLENTOWN WEST (1992)
 KV2525
 KV2525                         *CURRENT SURVEY CONTROL
 KV2525  ___________________________________________________________________
 KV2525* NAD 83(1986)-  40 30 42.     (N)    075 36 15.     (W)     SCALED    
 KV2525* NAVD 88     -       133.955  (meters)     439.48   (feet)  ADJUSTED  
 KV2525  ___________________________________________________________________
 KV2525  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 KV2525  DYNAMIC HT  -         133.886 (meters)     439.26  (feet)  COMP
 KV2525  MODELED GRAV-     980,112.0   (mgal)                       NAVD 88
 KV2525
 KV2525  VERT ORDER  -  SECOND    CLASS 0
 KV2525
 KV2525.The horizontal coordinates were scaled from a topographic map and have
 KV2525.an estimated accuracy of +/- 6 seconds.
 KV2525
 KV2525.The orthometric height was determined by differential leveling
 KV2525.and adjusted by the National Geodetic Survey in June 1991..
 KV2525
 KV2525.The geoid height was determined by GEOID03.
 KV2525
 KV2525.The dynamic height is computed by dividing the NAVD 88
 KV2525.geopotential number by the normal gravity value computed on the
 KV2525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2525.degrees latitude (g = 980.6199 gals.).
 KV2525
 KV2525.The modeled gravity was interpolated from observed gravity values.
 KV2525
 KV2525;                    North         East    Units  Estimated Accuracy
 KV2525;SPC PA S     -   133,050.      781,840.      MT  (+/- 180 meters Scaled)
 KV2525
 KV2525                          SUPERSEDED SURVEY CONTROL
 KV2525
 KV2525  NGVD 29 (??/??/??)  134.159  (m)          440.15   (f) ADJUSTED    2 0
 KV2525
 KV2525.Superseded values are not recommended for survey control.
 KV2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2525.See file dsdata.txt to determine how the superseded data were derived.
 KV2525
 KV2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK488847(NAD 83)
 KV2525_MARKER: Q = CHISELED SQUARE
 KV2525_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2525_SP_SET: SEMAPHORE FOUNDATION
 KV2525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2525
 KV2525  HISTORY     - Date     Condition        Report By
 KV2525  HISTORY     - 1932     MONUMENTED       RDGRR
 KV2525  HISTORY     - 1932     GOOD             CGS
 KV2525  HISTORY     - 1940     MARK NOT FOUND   CGS
 KV2525  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KV2525
 KV2525                          STATION DESCRIPTION
 KV2525
 KV2525'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV2525'AT ALBURTIS.
 KV2525'AT ALBURTIS, LEHIGH COUNTY, ON THE READING CO. RAILROAD, 20
 KV2525'YARDS WEST OF THE STATION, ON THE WEST SIDE OF A ROAD CROSSING,
 KV2525'ON THE NORTH SIDE OF THE TRACK, ON THE TOP OF THE CONCRETE
 KV2525'BASE OF SEMAPHORE 65, AND NEAR THE CHISELED LETTERS B M.  AN
 KV2525'OUTLINED SQUARE.
 KV2525
 KV2525                          STATION RECOVERY (1940)
 KV2525
 KV2525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 KV2525'MARK NOT FOUND.
 KV2525
 KV2525                          STATION RECOVERY (2001)
 KV2525
 KV2525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV2525'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0346 ***********************************************************************
 MB0346  DESIGNATION -  47 RLB
 MB0346  PID         -  MB0346
 MB0346  STATE/COUNTY-  PA/MERCER
 MB0346  USGS QUAD   -  GROVE CITY (1981)
 MB0346
 MB0346                         *CURRENT SURVEY CONTROL
 MB0346  ___________________________________________________________________
 MB0346* NAD 83(1986)-  41 11 48.     (N)    080 00 57.     (W)     SCALED    
 MB0346* NAVD 88     -       413.808  (meters)    1357.64   (feet)  ADJUSTED  
 MB0346  ___________________________________________________________________
 MB0346  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 MB0346  DYNAMIC HT  -         413.615 (meters)    1357.00  (feet)  COMP
 MB0346  MODELED GRAV-     980,144.0   (mgal)                       NAVD 88
 MB0346
 MB0346  VERT ORDER  -  SECOND    CLASS 0
 MB0346
 MB0346.The horizontal coordinates were scaled from a topographic map and have
 MB0346.an estimated accuracy of +/- 6 seconds.
 MB0346
 MB0346.The orthometric height was determined by differential leveling
 MB0346.and adjusted by the National Geodetic Survey in June 1991..
 MB0346
 MB0346.The geoid height was determined by GEOID03.
 MB0346
 MB0346.The dynamic height is computed by dividing the NAVD 88
 MB0346.geopotential number by the normal gravity value computed on the
 MB0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0346.degrees latitude (g = 980.6199 gals.).
 MB0346
 MB0346.The modeled gravity was interpolated from observed gravity values.
 MB0346
 MB0346;                    North         East    Units  Estimated Accuracy
 MB0346;SPC PA N     -   116,870.      409,960.      MT  (+/- 180 meters Scaled)
 MB0346
 MB0346                          SUPERSEDED SURVEY CONTROL
 MB0346
 MB0346  NGVD 29 (??/??/92)  413.944  (m)         1358.08   (f) ADJ UNCH    2 0
 MB0346
 MB0346.Superseded values are not recommended for survey control.
 MB0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0346.See file dsdata.txt to determine how the superseded data were derived.
 MB0346
 MB0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF825610(NAD 83)
 MB0346_MARKER: DD = SURVEY DISK
 MB0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0346_STAMPING: 1358 47 RLB 1958
 MB0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0346+STABILITY: SURFACE MOTION
 MB0346
 MB0346  HISTORY     - Date     Condition        Report By
 MB0346  HISTORY     - 1958     MONUMENTED       USGS
 MB0346  HISTORY     - 1958     GOOD             NGS
 MB0346  HISTORY     - 20030210 POOR             INDIV
 MB0346
 MB0346                          STATION DESCRIPTION
 MB0346
 MB0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MB0346'4.1 MI E FROM PERRYS CORNER.
 MB0346'ABOUT 2.8 MILES EAST ALONG A GRAVELED ROAD FROM THE CROSSROAD
 MB0346'AT PERRYS CORNERS, THENCE SOUTHEAST ON A PAVED ROAD FOR 0.25
 MB0346'MILE, THENCE EAST AND NORTH ON A GRAVELED ROAD FOR 1.05 MILES.
 MB0346'IT IS 39.0 FEET NORTH OF CENTER LINE OF T-ROAD EAST, 96.0 FEET
 MB0346'EAST-NORTHEAST OF CENTER OF THE T-ROAD JUNCTION.  A U.S.
 MB0346'GEOLOGICAL SURVEY BRONZE DISK IN THE TOP OF A CONCRETE POST
 MB0346'PROJECTING 5-INCHES.
 MB0346
 MB0346                          STATION RECOVERY (2003)
 MB0346
 MB0346'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 MB0346'CONCRETE POST IS DAMAGED.  PROPERTY OWNER REPORTED THAT MONUMENT WAS
 MB0346'HIT BY A TRUCK.  ELEVATION IS QUESTIONABLE.  PROPERTY OWNER ALSO
 MB0346'REPORTED THAT LEANING POST WAS REPLUMBED.  THE DISK PROJECTS 1 FOOT
 MB0346'ABOVE ADJACENT GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1881 ***********************************************************************
 KW1881  DESIGNATION -  471 USGS
 KW1881  PID         -  KW1881
 KW1881  STATE/COUNTY-  PA/PERRY
 KW1881  USGS QUAD   -  SHERMANS DALE (1984)
 KW1881
 KW1881                         *CURRENT SURVEY CONTROL
 KW1881  ___________________________________________________________________
 KW1881* NAD 83(1986)-  40 21 07.     (N)    077 12 42.     (W)     SCALED    
 KW1881* NAVD 88     -       143.601  (meters)     471.13   (feet)  ADJUSTED  
 KW1881  ___________________________________________________________________
 KW1881  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 KW1881  DYNAMIC HT  -         143.531 (meters)     470.90  (feet)  COMP
 KW1881  MODELED GRAV-     980,134.7   (mgal)                       NAVD 88
 KW1881
 KW1881  VERT ORDER  -  SECOND    CLASS 0
 KW1881
 KW1881.The horizontal coordinates were scaled from a topographic map and have
 KW1881.an estimated accuracy of +/- 6 seconds.
 KW1881
 KW1881.The orthometric height was determined by differential leveling
 KW1881.and adjusted by the National Geodetic Survey in June 1991..
 KW1881
 KW1881.The geoid height was determined by GEOID03.
 KW1881
 KW1881.The dynamic height is computed by dividing the NAVD 88
 KW1881.geopotential number by the normal gravity value computed on the
 KW1881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1881.degrees latitude (g = 980.6199 gals.).
 KW1881
 KW1881.The modeled gravity was interpolated from observed gravity values.
 KW1881
 KW1881;                    North         East    Units  Estimated Accuracy
 KW1881;SPC PA S     -   113,240.      645,730.      MT  (+/- 180 meters Scaled)
 KW1881
 KW1881                          SUPERSEDED SURVEY CONTROL
 KW1881
 KW1881  NGVD 29 (??/??/??)  143.820  (m)          471.85   (f) ADJUSTED    2 0
 KW1881
 KW1881.Superseded values are not recommended for survey control.
 KW1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1881.See file dsdata.txt to determine how the superseded data were derived.
 KW1881
 KW1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK121691(NAD 83)
 KW1881_MARKER: DD = SURVEY DISK
 KW1881_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1881_SP_SET: BUILDING
 KW1881_STAMPING: 471 ADJ 1903
 KW1881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW1881+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2006
 KW1881
 KW1881  HISTORY     - Date     Condition        Report By
 KW1881  HISTORY     - 1903     MONUMENTED       USGS
 KW1881  HISTORY     - 1942     GOOD             CGS
 KW1881  HISTORY     - 20060503 GOOD             GEOCAC
 KW1881
 KW1881                          STATION DESCRIPTION
 KW1881
 KW1881'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1881'3.1 MI NW FROM SHERMANSDALE.
 KW1881'1.9 MILES NORTHWEST ALONG STATE HIGHWAY NO. 34 FROM THE POST
 KW1881'OFFICE AT SHERMANSDALE, THENCE 1.2 MILES WEST ALONG STATE
 KW1881'HIGHWAY NO. 850, AT THE INTERSECTION OF NO. 850 AND THE SIDE ROAD
 KW1881'LEADING NORTH, SET IN THE NORTHWEST FACE AT THE WEST CORNER OF
 KW1881'THE OLD MILL, 4.3 FEET NORTHEAST OF THE WEST CORNER OF BUILDING,
 KW1881'3.5 FEET EAST OF THE GASOLINE PUMP, 3 FEET ABOVE GROUND LEVEL.  A
 KW1881'STANDARD U.S. GEOLOGICAL SURVEY DISK SET VERTICALLY.
 KW1881
 KW1881                          STATION RECOVERY (2006)
 KW1881
 KW1881'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW1881'BUILDING AND MARK ARE ON NORTHEAST CORNER OF INTERSECTION OF MILL ROAD
 KW1881'LEADING NORTH AND STATE HIGHWAY 850. OMIT GASOLINE PUMP MEASUREMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0458 ***********************************************************************
 KW0458  DESIGNATION -  471.8 RDGRR
 KW0458  PID         -  KW0458
 KW0458  STATE/COUNTY-  PA/LEBANON
 KW0458  USGS QUAD   -  RICHLAND (1984)
 KW0458
 KW0458                         *CURRENT SURVEY CONTROL
 KW0458  ___________________________________________________________________
 KW0458* NAD 83(1986)-  40 21 41.     (N)    076 16 16.     (W)     SCALED    
 KW0458* NAVD 88     -       143.596  (meters)     471.11   (feet)  ADJUSTED  
 KW0458  ___________________________________________________________________
 KW0458  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 KW0458  DYNAMIC HT  -         143.521 (meters)     470.87  (feet)  COMP
 KW0458  MODELED GRAV-     980,103.0   (mgal)                       NAVD 88
 KW0458
 KW0458  VERT ORDER  -  FIRST     CLASS I
 KW0458
 KW0458.The horizontal coordinates were scaled from a topographic map and have
 KW0458.an estimated accuracy of +/- 6 seconds.
 KW0458
 KW0458.The orthometric height was determined by differential leveling
 KW0458.and adjusted by the National Geodetic Survey in June 1991..
 KW0458
 KW0458.The geoid height was determined by GEOID03.
 KW0458
 KW0458.The dynamic height is computed by dividing the NAVD 88
 KW0458.geopotential number by the normal gravity value computed on the
 KW0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0458.degrees latitude (g = 980.6199 gals.).
 KW0458
 KW0458.The modeled gravity was interpolated from observed gravity values.
 KW0458
 KW0458;                    North         East    Units  Estimated Accuracy
 KW0458;SPC PA S     -   115,200.      725,610.      MT  (+/- 180 meters Scaled)
 KW0458
 KW0458                          SUPERSEDED SURVEY CONTROL
 KW0458
 KW0458  NGVD 29 (??/??/??)  143.807  (m)          471.81   (f) ADJUSTED    1 1
 KW0458
 KW0458.Superseded values are not recommended for survey control.
 KW0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0458.See file dsdata.txt to determine how the superseded data were derived.
 KW0458
 KW0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK920686(NAD 83)
 KW0458_MARKER: Q = CHISELED SQUARE
 KW0458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0458_SP_SET: RETAINING WALL
 KW0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0458
 KW0458  HISTORY     - Date     Condition        Report By
 KW0458  HISTORY     - UNK      MONUMENTED       RDGRR
 KW0458  HISTORY     - 1966     GOOD             CGS
 KW0458  HISTORY     - 20041001 MARK NOT FOUND   GEOCAC
 KW0458
 KW0458                          STATION DESCRIPTION
 KW0458
 KW0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0458'0.7 MI W FROM RICHLAND.
 KW0458'ABOUT 0.7 MILE WEST ALONG THE READING COMPANY RAILROAD FROM THE
 KW0458'POST OFFICE AT RICHLAND, 7 POLES WEST OF FRACTIONAL MILEPOST
 KW0458'19/20, 3 1/2 FEET NORTH OF THE NORTH RAIL OF THE NORTH SET OF
 KW0458'TRACKS, A CHISELED SQUARE ON THE TOP OF THE SOUTHEAST CORNER
 KW0458'OF THE NORTH CONCRETE RETAINING WALL OF A RAILROAD OVERPASS FOR
 KW0458'A ROAD, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.  NOTE-- THIS
 KW0458'MARK IS ALSO 1.65 MILES EAST ALONG THE READING COMPANY RAILROAD
 KW0458'FROM THE FREIGHT STATION AT MYERSTOWN.
 KW0458
 KW0458                          STATION RECOVERY (2004)
 KW0458
 KW0458'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3265 ***********************************************************************
 JV3265  DESIGNATION -  47.25 PRR
 JV3265  PID         -  JV3265
 JV3265  STATE/COUNTY-  PA/FRANKLIN
 JV3265  USGS QUAD   -  SCOTLAND (1990)
 JV3265
 JV3265                         *CURRENT SURVEY CONTROL
 JV3265  ___________________________________________________________________
 JV3265* NAD 83(1986)-  39 58 28.     (N)    077 35 14.     (W)     SCALED    
 JV3265* NAVD 88     -       216.680  (meters)     710.89   (feet)  ADJUSTED  
 JV3265  ___________________________________________________________________
 JV3265  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 JV3265  DYNAMIC HT  -         216.556 (meters)     710.48  (feet)  COMP
 JV3265  MODELED GRAV-     980,049.6   (mgal)                       NAVD 88
 JV3265
 JV3265  VERT ORDER  -  FIRST     CLASS II
 JV3265
 JV3265.The horizontal coordinates were scaled from a topographic map and have
 JV3265.an estimated accuracy of +/- 6 seconds.
 JV3265
 JV3265.The orthometric height was determined by differential leveling
 JV3265.and adjusted by the National Geodetic Survey in June 1991..
 JV3265
 JV3265.The geoid height was determined by GEOID03.
 JV3265
 JV3265.The dynamic height is computed by dividing the NAVD 88
 JV3265.geopotential number by the normal gravity value computed on the
 JV3265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3265.degrees latitude (g = 980.6199 gals.).
 JV3265
 JV3265.The modeled gravity was interpolated from observed gravity values.
 JV3265
 JV3265;                    North         East    Units  Estimated Accuracy
 JV3265;SPC PA S     -    71,200.      613,910.      MT  (+/- 180 meters Scaled)
 JV3265
 JV3265                          SUPERSEDED SURVEY CONTROL
 JV3265
 JV3265  NGVD 29 (??/??/??)  216.864  (m)          711.49   (f) ADJUSTED    1 2
 JV3265
 JV3265.Superseded values are not recommended for survey control.
 JV3265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3265.See file dsdata.txt to determine how the superseded data were derived.
 JV3265
 JV3265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK790281(NAD 83)
 JV3265_MARKER: B = BOLT
 JV3265_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3265_SP_SET: BRIDGE
 JV3265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV3265+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2006
 JV3265
 JV3265  HISTORY     - Date     Condition        Report By
 JV3265  HISTORY     - UNK      MONUMENTED       PRR
 JV3265  HISTORY     - 1942     GOOD             CGS
 JV3265  HISTORY     - 1979     GOOD             NGS
 JV3265  HISTORY     - 20060712 GOOD             GEOCAC
 JV3265
 JV3265                          STATION DESCRIPTION
 JV3265
 JV3265'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3265'AT SCOTLAND.
 JV3265'AT SCOTLAND, FRANKLIN COUNTY, 300 FEET SOUTHWEST OF THE
 JV3265'PENNSYLVANIA RAILROAD STATION, AT CONCRETE BRIDGE 47.25 OVER A
 JV3265'ROAD LEADING TO THE STATION, IN THE CENTER OF THE TOP OF THE
 JV3265'NORTHWEST WALL, AND 6.6 FEET NORTHWEST OF THE NORTHWESTERNMOST
 JV3265'RAIL.  A COPPER BOLT.
 JV3265
 JV3265                          STATION RECOVERY (1979)
 JV3265
 JV3265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV3265'RECOVERED IN GOOD CONDITION.
 JV3265
 JV3265                          STATION RECOVERY (2006)
 JV3265
 JV3265'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV3265'COPPER BOLT IS LOCATED AT CONCRETE RAILROAD BRIDGE 47.25 OVER ELEVATOR
 JV3265'STREET, IN THE CENTER OF THE TOP OF THE NORTHWEST WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2727 ***********************************************************************
 KV2727  DESIGNATION -  477 USGS
 KV2727  PID         -  KV2727
 KV2727  STATE/COUNTY-  PA/LEHIGH
 KV2727  USGS QUAD   -  NEW TRIPOLI (1994)
 KV2727
 KV2727                         *CURRENT SURVEY CONTROL
 KV2727  ___________________________________________________________________
 KV2727* NAD 83(1986)-  40 40 30.     (N)    075 48 18.     (W)     SCALED    
 KV2727* NAVD 88     -       145.102  (meters)     476.06   (feet)  ADJUSTED  
 KV2727  ___________________________________________________________________
 KV2727  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KV2727  DYNAMIC HT  -         145.031 (meters)     475.82  (feet)  COMP
 KV2727  MODELED GRAV-     980,131.2   (mgal)                       NAVD 88
 KV2727
 KV2727  VERT ORDER  -  SECOND    CLASS 0
 KV2727
 KV2727.The horizontal coordinates were scaled from a topographic map and have
 KV2727.an estimated accuracy of +/- 6 seconds.
 KV2727
 KV2727.The orthometric height was determined by differential leveling
 KV2727.and adjusted by the National Geodetic Survey in June 1991..
 KV2727
 KV2727.The geoid height was determined by GEOID03.
 KV2727
 KV2727.The dynamic height is computed by dividing the NAVD 88
 KV2727.geopotential number by the normal gravity value computed on the
 KV2727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2727.degrees latitude (g = 980.6199 gals.).
 KV2727
 KV2727.The modeled gravity was interpolated from observed gravity values.
 KV2727
 KV2727;                    North         East    Units  Estimated Accuracy
 KV2727;SPC PA S     -   150,780.      764,430.      MT  (+/- 180 meters Scaled)
 KV2727
 KV2727                          SUPERSEDED SURVEY CONTROL
 KV2727
 KV2727  NGVD 29 (??/??/??)  145.302  (m)          476.71   (f) ADJUSTED    2 0
 KV2727
 KV2727.Superseded values are not recommended for survey control.
 KV2727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2727.See file dsdata.txt to determine how the superseded data were derived.
 KV2727
 KV2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL319029(NAD 83)
 KV2727_MARKER: DD = SURVEY DISK
 KV2727_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2727_SP_SET: BUILDING
 KV2727_STAMPING: 477 1908
 KV2727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2727
 KV2727  HISTORY     - Date     Condition        Report By
 KV2727  HISTORY     - 1908     MONUMENTED       USGS
 KV2727  HISTORY     - 1942     GOOD             CGS
 KV2727  HISTORY     - 1990     GOOD             USPSQD
 KV2727
 KV2727                          STATION DESCRIPTION
 KV2727
 KV2727'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2727'AT LYNNPORT.
 KV2727'AT LYNNPORT, ALONG THE READING RAILROAD, SET IN THE SOUTH FACE
 KV2727'NEAR THE SOUTHWEST CORNER OF MENTZ STORE, 33.5 FEET NORTHWEST OF
 KV2727'THE NORTHEAST CORNER OF THE STATION, 15.2 FEET EAST OF THE
 KV2727'SOUTHWEST CORNER OF THE STORE, 2.1 FEET WEST OF THE WEST EDGE
 KV2727'OF THE BASEMENT DOOR, 1.5 FEET ABOVE GROUND LEVEL.  A U.S.
 KV2727'GEOLOGICAL SURVEY DISK.
 KV2727
 KV2727                          STATION RECOVERY (1990)
 KV2727
 KV2727'RECOVERY NOTE BY US POWER SQUADRON 1990 (MWD)
 KV2727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0835 ***********************************************************************
 MA0835  DESIGNATION -  48
 MA0835  PID         -  MA0835
 MA0835  STATE/COUNTY-  PA/WARREN
 MA0835  USGS QUAD   -  PITTSFIELD (1975)
 MA0835
 MA0835                         *CURRENT SURVEY CONTROL
 MA0835  ___________________________________________________________________
 MA0835* NAD 83(1986)-  41 50 00.     (N)    079 22 59.     (W)     SCALED    
 MA0835* NAVD 88     -       379.230  (meters)    1244.19   (feet)  ADJUSTED  
 MA0835  ___________________________________________________________________
 MA0835  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 MA0835  DYNAMIC HT  -         379.074 (meters)    1243.68  (feet)  COMP
 MA0835  MODELED GRAV-     980,200.8   (mgal)                       NAVD 88
 MA0835
 MA0835  VERT ORDER  -  FIRST     CLASS II
 MA0835
 MA0835.The horizontal coordinates were scaled from a topographic map and have
 MA0835.an estimated accuracy of +/- 6 seconds.
 MA0835
 MA0835.The orthometric height was determined by differential leveling
 MA0835.and adjusted by the National Geodetic Survey in June 1991..
 MA0835
 MA0835.The geoid height was determined by GEOID03.
 MA0835
 MA0835.The dynamic height is computed by dividing the NAVD 88
 MA0835.geopotential number by the normal gravity value computed on the
 MA0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0835.degrees latitude (g = 980.6199 gals.).
 MA0835
 MA0835.The modeled gravity was interpolated from observed gravity values.
 MA0835
 MA0835;                    North         East    Units  Estimated Accuracy
 MA0835;SPC PA N     -   186,370.      464,360.      MT  (+/- 180 meters Scaled)
 MA0835
 MA0835                          SUPERSEDED SURVEY CONTROL
 MA0835
 MA0835  NGVD 29 (??/??/92)  379.392  (m)         1244.72   (f) ADJ UNCH    1 2
 MA0835
 MA0835.Superseded values are not recommended for survey control.
 MA0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0835.See file dsdata.txt to determine how the superseded data were derived.
 MA0835
 MA0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG342325(NAD 83)
 MA0835_MARKER: Q = CHISELED SQUARE
 MA0835_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0835_SP_SET: ABUTMENT
 MA0835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0835
 MA0835  HISTORY     - Date     Condition        Report By
 MA0835  HISTORY     - UNK      MONUMENTED       PRR
 MA0835  HISTORY     - 1941     GOOD             NGS
 MA0835  HISTORY     - 1950     GOOD             NGS
 MA0835
 MA0835                          STATION DESCRIPTION
 MA0835
 MA0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MA0835'3.5 MI W FROM YOUNGSVILLE.
 MA0835'ABOUT 3.5 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA0835'STATION AT YOUNGSVILLE, WARREN COUNTY, ABOUT 0.3 MILE WEST OF
 MA0835'MILEPOST 54, AT A LARGE STEEL COUNTY-ROAD BRIDGE, ON THE WEST
 MA0835'CORNER OF THE NORTH ABUTMENT, 13.6 FEET NORTHWEST OF THE
 MA0835'NORTHWEST CORNER OF THE BRIDGE, 3.7 FEET SOUTHEAST OF THE
 MA0835'NORTHWEST END OF THE WING WALL, 39 FEET SOUTH OF THE SOUTH RAIL
 MA0835'OF THE TRACK, 19 FEET WEST OF THE CENTER LINE OF A ROAD, AND NEAR
 MA0835'THE LETTERS B.M. 48.  A CHISELED SQUARE.
 MA0835
 MA0835                          STATION RECOVERY (1950)
 MA0835
 MA0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MA0835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0864 ***********************************************************************
 KX0864  DESIGNATION -  48
 KX0864  PID         -  KX0864
 KX0864  STATE/COUNTY-  PA/INDIANA
 KX0864  USGS QUAD   -  AVONMORE (1998)
 KX0864
 KX0864                         *CURRENT SURVEY CONTROL
 KX0864  ___________________________________________________________________
 KX0864* NAD 83(1986)-  40 30 28.     (N)    079 27 13.     (W)     SCALED    
 KX0864* NAVD 88     -       256.401  (meters)     841.21   (feet)  ADJUSTED  
 KX0864  ___________________________________________________________________
 KX0864  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KX0864  DYNAMIC HT  -         256.268 (meters)     840.77  (feet)  COMP
 KX0864  MODELED GRAV-     980,102.1   (mgal)                       NAVD 88
 KX0864
 KX0864  VERT ORDER  -  FIRST     CLASS II
 KX0864
 KX0864.The horizontal coordinates were scaled from a topographic map and have
 KX0864.an estimated accuracy of +/- 6 seconds.
 KX0864
 KX0864.The orthometric height was determined by differential leveling
 KX0864.and adjusted by the National Geodetic Survey in June 1991..
 KX0864
 KX0864.The geoid height was determined by GEOID03.
 KX0864
 KX0864.The dynamic height is computed by dividing the NAVD 88
 KX0864.geopotential number by the normal gravity value computed on the
 KX0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0864.degrees latitude (g = 980.6199 gals.).
 KX0864
 KX0864.The modeled gravity was interpolated from observed gravity values.
 KX0864
 KX0864;                    North         East    Units  Estimated Accuracy
 KX0864;SPC PA S     -   131,800.      455,620.      MT  (+/- 180 meters Scaled)
 KX0864
 KX0864                          SUPERSEDED SURVEY CONTROL
 KX0864
 KX0864  NGVD 29 (??/??/92)  256.57   (m)          841.8    (f) COMPUTED    1 2
 KX0864
 KX0864.Superseded values are not recommended for survey control.
 KX0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0864.See file dsdata.txt to determine how the superseded data were derived.
 KX0864
 KX0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE310852(NAD 83)
 KX0864_MARKER: Q = CHISELED SQUARE
 KX0864_SETTING: 80 = SET IN A BOULDER
 KX0864_SP_SET: BOULDER
 KX0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0864+STABILITY: SURFACE MOTION
 KX0864
 KX0864  HISTORY     - Date     Condition        Report By
 KX0864  HISTORY     - UNK      MONUMENTED       PRR
 KX0864  HISTORY     - 1917     GOOD             NGS
 KX0864  HISTORY     - 1931     GOOD             NGS
 KX0864
 KX0864                          STATION DESCRIPTION
 KX0864
 KX0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1917
 KX0864'17.3 MI NW FROM TORRANCE.
 KX0864'IN INDIANA COUNTY, ABOUT 17.3 MILES NORTHWEST ALONG THE PENNSYLVANIA
 KX0864'RAILROAD FROM TORRANCE, WESTMORELAND COUNTY, ABOUT 0.98 MILE EAST
 KX0864'OF EDRI, ABOUT 70 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 KX0864'AND ON A LARGE BOULDER ON A STEEP SLOPE.  A CHISELED SQUARE.
 KX0864'NOTE-- THE ELEVATION OF THIS BRANCH MARK IS DERIVED FROM
 KX0864'FIRST-ORDER LEVELING IN JUNE 1931 BY ONE OF OUR FIELD PARTIES.
 KX0864
 KX0864                          STATION RECOVERY (1931)
 KX0864
 KX0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1931
 KX0864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3396 ***********************************************************************
 KV3396  DESIGNATION -  48
 KV3396  PID         -  KV3396
 KV3396  STATE/COUNTY-  PA/BERKS
 KV3396  USGS QUAD   -  TEMPLE (1983)
 KV3396
 KV3396                         *CURRENT SURVEY CONTROL
 KV3396  ___________________________________________________________________
 KV3396* NAD 83(1986)-  40 24 08.     (N)    075 55 38.     (W)     SCALED    
 KV3396* NAVD 88     -        97.867  (meters)     321.09   (feet)  ADJUSTED  
 KV3396  ___________________________________________________________________
 KV3396  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 KV3396  DYNAMIC HT  -          97.817 (meters)     320.92  (feet)  COMP
 KV3396  MODELED GRAV-     980,109.8   (mgal)                       NAVD 88
 KV3396
 KV3396  VERT ORDER  -  FIRST     CLASS II
 KV3396
 KV3396.The horizontal coordinates were scaled from a topographic map and have
 KV3396.an estimated accuracy of +/- 6 seconds.
 KV3396
 KV3396.The orthometric height was determined by differential leveling
 KV3396.and adjusted by the National Geodetic Survey in June 1991..
 KV3396
 KV3396.The geoid height was determined by GEOID03.
 KV3396
 KV3396.The dynamic height is computed by dividing the NAVD 88
 KV3396.geopotential number by the normal gravity value computed on the
 KV3396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3396.degrees latitude (g = 980.6199 gals.).
 KV3396
 KV3396.The modeled gravity was interpolated from observed gravity values.
 KV3396
 KV3396;                    North         East    Units  Estimated Accuracy
 KV3396;SPC PA S     -   120,280.      754,720.      MT  (+/- 180 meters Scaled)
 KV3396
 KV3396                          SUPERSEDED SURVEY CONTROL
 KV3396
 KV3396.No superseded survey control is available for this station.
 KV3396
 KV3396_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK213728(NAD 83)
 KV3396_MARKER: DD = SURVEY DISK
 KV3396_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV3396_SP_SET: ABUTMENT
 KV3396_STAMPING: 48
 KV3396_MARK LOGO: PADH  
 KV3396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3396+STABILITY: SURFACE MOTION
 KV3396
 KV3396  HISTORY     - Date     Condition        Report By
 KV3396  HISTORY     - UNK      MONUMENTED       PADH
 KV3396  HISTORY     - 1979     GOOD             NGS
 KV3396  HISTORY     - 20020111 GOOD             USPSQD
 KV3396
 KV3396                          STATION DESCRIPTION
 KV3396
 KV3396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3396'IN TEMPLE.
 KV3396'IN TEMPLE, 0.4 MILE SOUTH ALONG STATE ROUTE 222 FROM THE JUNCTION OF
 KV3396'TUCKERTON AVENUE, AT THE SOUTH END OF SOUTHEAST WWNGWALL OF A BRIDGE
 KV3396'OVER LAUREL RUN CREEK, 80 FEET NORTH OF THE NORTH CURB OF DARBY
 KV3396'AVENUE, 6 FEET EAST OF THE EAST CURB OF ROUTE 222, 1.5 FEET NORTHEAST
 KV3396'OF THE SOUTHEAST CORNER OF THE BRIDGE.
 KV3396'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 KV3396
 KV3396                          STATION RECOVERY (2002)
 KV3396
 KV3396'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KV3396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0891 ***********************************************************************
 LZ0891  DESIGNATION -  48
 LZ0891  PID         -  LZ0891
 LZ0891  STATE/COUNTY-  PA/LYCOMING
 LZ0891  USGS QUAD   -  WILLIAMSPORT (1986)
 LZ0891
 LZ0891                         *CURRENT SURVEY CONTROL
 LZ0891  ___________________________________________________________________
 LZ0891* NAD 83(1986)-  41 14 23.     (N)    077 01 46.     (W)     SCALED    
 LZ0891* NAVD 88     -       161.649  (meters)     530.34   (feet)  ADJUSTED  
 LZ0891  ___________________________________________________________________
 LZ0891  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 LZ0891  DYNAMIC HT  -         161.579 (meters)     530.11  (feet)  COMP
 LZ0891  MODELED GRAV-     980,187.9   (mgal)                       NAVD 88
 LZ0891
 LZ0891  VERT ORDER  -  FIRST     CLASS II
 LZ0891
 LZ0891.The horizontal coordinates were scaled from a topographic map and have
 LZ0891.an estimated accuracy of +/- 6 seconds.
 LZ0891
 LZ0891.The orthometric height was determined by differential leveling
 LZ0891.and adjusted by the National Geodetic Survey in June 1991..
 LZ0891
 LZ0891.The geoid height was determined by GEOID03.
 LZ0891
 LZ0891.The dynamic height is computed by dividing the NAVD 88
 LZ0891.geopotential number by the normal gravity value computed on the
 LZ0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0891.degrees latitude (g = 980.6199 gals.).
 LZ0891
 LZ0891.The modeled gravity was interpolated from observed gravity values.
 LZ0891
 LZ0891;                    North         East    Units  Estimated Accuracy
 LZ0891;SPC PA N     -   119,420.      660,400.      MT  (+/- 180 meters Scaled)
 LZ0891
 LZ0891                          SUPERSEDED SURVEY CONTROL
 LZ0891
 LZ0891  NGVD 29 (??/??/92)  161.867  (m)          531.06   (f) ADJ UNCH    1 2
 LZ0891
 LZ0891.Superseded values are not recommended for survey control.
 LZ0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0891.See file dsdata.txt to determine how the superseded data were derived.
 LZ0891
 LZ0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL299673(NAD 83)
 LZ0891_MARKER: Q = CHISELED SQUARE
 LZ0891_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0891_SP_SET: FOUNDATION
 LZ0891_STAMPING: B M 48
 LZ0891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0891
 LZ0891  HISTORY     - Date     Condition        Report By
 LZ0891  HISTORY     - UNK      MONUMENTED       PRR
 LZ0891  HISTORY     - 1934     GOOD             NGS
 LZ0891  HISTORY     - 1942     GOOD             NGS
 LZ0891
 LZ0891                          STATION DESCRIPTION
 LZ0891
 LZ0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0891'AT WILLIAMSPORT.
 LZ0891'AT WILLIAMSPORT, LYCOMING COUNTY, AT THE INTERSECTION OF FOURTH
 LZ0891'AND GRIER STREETS, AT THE R.P. BLACKBURN DRUG STORE, ON THE
 LZ0891'NORTH SIDE OF THE FOUNDATION, AND 33 FEET SOUTH OF THE PENNSYLVANIA
 LZ0891'RAILROAD TRACK.  A CHISELED SQUARE, MARKED B M 48.
 LZ0891
 LZ0891                          STATION RECOVERY (1942)
 LZ0891
 LZ0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 LZ0891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0555 ***********************************************************************
 KY0555  DESIGNATION -  48 PA
 KY0555  PID         -  KY0555
 KY0555  STATE/COUNTY-  PA/WASHINGTON
 KY0555  USGS QUAD   -  AVELLA (1979)
 KY0555
 KY0555                         *CURRENT SURVEY CONTROL
 KY0555  ___________________________________________________________________
 KY0555* NAD 83(1986)-  40 20 23.     (N)    080 23 05.     (W)     SCALED    
 KY0555* NAVD 88     -       320.432  (meters)    1051.28   (feet)  ADJUSTED  
 KY0555  ___________________________________________________________________
 KY0555  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KY0555  DYNAMIC HT  -         320.255 (meters)    1050.70  (feet)  COMP
 KY0555  MODELED GRAV-     980,064.8   (mgal)                       NAVD 88
 KY0555
 KY0555  VERT ORDER  -  SECOND    CLASS 0
 KY0555
 KY0555.The horizontal coordinates were scaled from a topographic map and have
 KY0555.an estimated accuracy of +/- 6 seconds.
 KY0555
 KY0555.The orthometric height was determined by differential leveling
 KY0555.and adjusted by the National Geodetic Survey in June 1991..
 KY0555
 KY0555.The geoid height was determined by GEOID03.
 KY0555
 KY0555.The dynamic height is computed by dividing the NAVD 88
 KY0555.geopotential number by the normal gravity value computed on the
 KY0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0555.degrees latitude (g = 980.6199 gals.).
 KY0555
 KY0555.The modeled gravity was interpolated from observed gravity values.
 KY0555
 KY0555;                    North         East    Units  Estimated Accuracy
 KY0555;SPC PA S     -   115,080.      376,170.      MT  (+/- 180 meters Scaled)
 KY0555
 KY0555                          SUPERSEDED SURVEY CONTROL
 KY0555
 KY0555  NGVD 29 (??/??/92)  320.576  (m)         1051.76   (f) ADJ UNCH    2 0
 KY0555
 KY0555.Superseded values are not recommended for survey control.
 KY0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0555.See file dsdata.txt to determine how the superseded data were derived.
 KY0555
 KY0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE522656(NAD 83)
 KY0555_MARKER: DD = SURVEY DISK
 KY0555_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0555_SP_SET: RETAINING WALL
 KY0555_STAMPING: 48 PA 1952 1052
 KY0555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0555
 KY0555  HISTORY     - Date     Condition        Report By
 KY0555  HISTORY     - 1952     MONUMENTED       USGS
 KY0555  HISTORY     - 1957     GOOD             NGS
 KY0555
 KY0555                          STATION DESCRIPTION
 KY0555
 KY0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0555'3.4 MI S FROM BURGETTSTOWN.
 KY0555'ABOUT 3.4 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE POST
 KY0555'OFFICE AT BURGETTSTOWN, 77 YARDS NORTHWEST OF CENTER OF
 KY0555'JUNCTION OF HIGHWAY AND A BLACK TOP ROAD SOUTHWEST TO AVELLA,
 KY0555'23 1/2 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 2 FEET
 KY0555'NORTHWEST OF CENTER OF A CONCRETE WALK LEADING SOUTHWEST TO A
 KY0555'BRICK HOUSE, IN THE TOP OF A SANDSTONE RETAINING WALL AND ABOUT
 KY0555'LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1394 ***********************************************************************
 KW1394  DESIGNATION -  48 PRR
 KW1394  PID         -  KW1394
 KW1394  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW1394  USGS QUAD   -  SUNBURY (1987)
 KW1394
 KW1394                         *CURRENT SURVEY CONTROL
 KW1394  ___________________________________________________________________
 KW1394* NAD 83(1986)-  40 50 36.     (N)    076 48 11.     (W)     SCALED    
 KW1394* NAVD 88     -       134.200  (meters)     440.29   (feet)  ADJUSTED  
 KW1394  ___________________________________________________________________
 KW1394  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 KW1394  DYNAMIC HT  -         134.140 (meters)     440.09  (feet)  COMP
 KW1394  MODELED GRAV-     980,174.1   (mgal)                       NAVD 88
 KW1394
 KW1394  VERT ORDER  -  FIRST     CLASS II
 KW1394
 KW1394.The horizontal coordinates were scaled from a topographic map and have
 KW1394.an estimated accuracy of +/- 6 seconds.
 KW1394
 KW1394.The orthometric height was determined by differential leveling
 KW1394.and adjusted by the National Geodetic Survey in June 1991..
 KW1394
 KW1394.The geoid height was determined by GEOID03.
 KW1394
 KW1394.The dynamic height is computed by dividing the NAVD 88
 KW1394.geopotential number by the normal gravity value computed on the
 KW1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1394.degrees latitude (g = 980.6199 gals.).
 KW1394
 KW1394.The modeled gravity was interpolated from observed gravity values.
 KW1394
 KW1394;                    North         East    Units  Estimated Accuracy
 KW1394;SPC PA N     -    75,580.      679,860.      MT  (+/- 180 meters Scaled)
 KW1394
 KW1394                          SUPERSEDED SURVEY CONTROL
 KW1394
 KW1394  NGVD 29 (??/??/??)  134.433  (m)          441.05   (f) ADJUSTED    1 2
 KW1394
 KW1394.Superseded values are not recommended for survey control.
 KW1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1394.See file dsdata.txt to determine how the superseded data were derived.
 KW1394
 KW1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL479229(NAD 83)
 KW1394_MARKER: B = BOLT
 KW1394_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1394_SP_SET: BRIDGE
 KW1394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1394
 KW1394  HISTORY     - Date     Condition        Report By
 KW1394  HISTORY     - UNK      MONUMENTED       CGS
 KW1394  HISTORY     - 1941     GOOD             CGS
 KW1394
 KW1394                          STATION DESCRIPTION
 KW1394
 KW1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1394'1.5 MI S FROM SUNBURY.
 KW1394'1.5 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KW1394'AT SUNBURY, AT BRIDGE 137.20 OVER THE SHAMOKIN RIVER, IN THE
 KW1394'NORTH END OF THE SOUTHWEST STONE WING WALL, AND 6 INCHES SOUTH
 KW1394'OF THE SOUTH END OF THE WEST CONCRETE CURB OF THE BRIDGE.  A
 KW1394'COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1520 ***********************************************************************
 JV1520  DESIGNATION -  48 PRR
 JV1520  PID         -  JV1520
 JV1520  STATE/COUNTY-  PA/YORK
 JV1520  USGS QUAD   -  SEVEN VALLEYS (1981)
 JV1520
 JV1520                         *CURRENT SURVEY CONTROL
 JV1520  ___________________________________________________________________
 JV1520* NAD 83(1986)-  39 50 40.     (N)    076 46 39.     (W)     SCALED    
 JV1520* NAVD 88     -       146.132  (meters)     479.43   (feet)  ADJUSTED  
 JV1520  ___________________________________________________________________
 JV1520  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JV1520  DYNAMIC HT  -         146.058 (meters)     479.19  (feet)  COMP
 JV1520  MODELED GRAV-     980,116.1   (mgal)                       NAVD 88
 JV1520
 JV1520  VERT ORDER  -  SECOND    CLASS 0
 JV1520
 JV1520.The horizontal coordinates were scaled from a topographic map and have
 JV1520.an estimated accuracy of +/- 6 seconds.
 JV1520
 JV1520.The orthometric height was determined by differential leveling
 JV1520.and adjusted by the National Geodetic Survey in June 1991..
 JV1520
 JV1520.The geoid height was determined by GEOID03.
 JV1520
 JV1520.The dynamic height is computed by dividing the NAVD 88
 JV1520.geopotential number by the normal gravity value computed on the
 JV1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1520.degrees latitude (g = 980.6199 gals.).
 JV1520
 JV1520.The modeled gravity was interpolated from observed gravity values.
 JV1520
 JV1520;                    North         East    Units  Estimated Accuracy
 JV1520;SPC PA S     -    57,210.      683,230.      MT  (+/- 180 meters Scaled)
 JV1520
 JV1520                          SUPERSEDED SURVEY CONTROL
 JV1520
 JV1520  NGVD 29 (??/??/??)  146.370  (m)          480.22   (f) ADJUSTED    2 0
 JV1520
 JV1520.Superseded values are not recommended for survey control.
 JV1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1520.See file dsdata.txt to determine how the superseded data were derived.
 JV1520
 JV1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK479120(NAD 83)
 JV1520_MARKER: B = BOLT
 JV1520_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV1520_SP_SET: CULVERT
 JV1520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV1520
 JV1520  HISTORY     - Date     Condition        Report By
 JV1520  HISTORY     - UNK      MONUMENTED       PRR
 JV1520  HISTORY     - 1935     GOOD             CGS
 JV1520
 JV1520                          STATION DESCRIPTION
 JV1520
 JV1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1520'0.8 MI S FROM SMYSER.
 JV1520'0.8 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JV1520'AT SMYSER, YORK COUNTY, ABOUT 189 FEET NORTH OF THE NORTHEAST
 JV1520'CORNER OF THE STATION AT HANOVER JUNCTION, AND IN THE TOP OF A
 JV1520'CULVERT.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0014 ***********************************************************************
 ND0014  DESIGNATION -  4805
 ND0014  PID         -  ND0014
 ND0014  STATE/COUNTY-  PA/ERIE
 ND0014  USGS QUAD   -  SWANVILLE (1990)
 ND0014
 ND0014                         *CURRENT SURVEY CONTROL
 ND0014  ___________________________________________________________________
 ND0014* NAD 83(1986)-  42 05 25.     (N)    080 08 52.     (W)     SCALED    
 ND0014* NAVD 88     -       220.059  (meters)     721.98   (feet)  ADJUSTED  
 ND0014  ___________________________________________________________________
 ND0014  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 ND0014  DYNAMIC HT  -         219.980 (meters)     721.72  (feet)  COMP
 ND0014  MODELED GRAV-     980,256.8   (mgal)                       NAVD 88
 ND0014
 ND0014  VERT ORDER  -  FIRST     CLASS II
 ND0014
 ND0014.The horizontal coordinates were scaled from a topographic map and have
 ND0014.an estimated accuracy of +/- 6 seconds.
 ND0014
 ND0014.The orthometric height was determined by differential leveling
 ND0014.and adjusted by the National Geodetic Survey in June 1991..
 ND0014
 ND0014.The geoid height was determined by GEOID03.
 ND0014
 ND0014.The dynamic height is computed by dividing the NAVD 88
 ND0014.geopotential number by the normal gravity value computed on the
 ND0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0014.degrees latitude (g = 980.6199 gals.).
 ND0014
 ND0014.The modeled gravity was interpolated from observed gravity values.
 ND0014
 ND0014;                    North         East    Units  Estimated Accuracy
 ND0014;SPC PA N     -   216,380.      401,640.      MT  (+/- 180 meters Scaled)
 ND0014
 ND0014                          SUPERSEDED SURVEY CONTROL
 ND0014
 ND0014  NGVD 29 (??/??/92)  220.258  (m)          722.63   (f) ADJ UNCH    1 2
 ND0014
 ND0014.Superseded values are not recommended for survey control.
 ND0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0014.See file dsdata.txt to determine how the superseded data were derived.
 ND0014
 ND0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG704601(NAD 83)
 ND0014_MARKER: B = BOLT
 ND0014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ND0014_SP_SET: CONCRETE BASE
 ND0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ND0014
 ND0014  HISTORY     - Date     Condition        Report By
 ND0014  HISTORY     - UNK      MONUMENTED       NYCRR
 ND0014  HISTORY     - 1961     MARK NOT FOUND   NGS
 ND0014
 ND0014                          STATION DESCRIPTION
 ND0014
 ND0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ND0014'4.0 MI W FROM ERIE.
 ND0014'4.0 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION
 ND0014'AT ERIE, ERIE COUNTY, 500 FEET EAST OF MILEPOST B 91, BETWEEN THE
 ND0014'POWELL AVENUE OVERPASS AND THE PENINSULA DRIVE OVERPASS, AT SIGNAL
 ND0014'91.2 AND 91.4, IN THE TOP OF THE NORTHWEST CORNER OF THE BASE, AND
 ND0014'6 INCHES LOWER THAN THE TOP OF THE RAIL. THE TOP OF THE NORTHWEST
 ND0014'HOLD-DOWN BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1180 ***********************************************************************
 LZ1180  DESIGNATION -  487+07
 LZ1180  PID         -  LZ1180
 LZ1180  STATE/COUNTY-  PA/LYCOMING
 LZ1180  USGS QUAD   -  WHITE PINE (1986)
 LZ1180
 LZ1180                         *CURRENT SURVEY CONTROL
 LZ1180  ___________________________________________________________________
 LZ1180* NAD 83(1986)-  41 29 10.     (N)    077 08 53.     (W)     SCALED    
 LZ1180* NAVD 88     -       402.526  (meters)    1320.62   (feet)  ADJUSTED  
 LZ1180  ___________________________________________________________________
 LZ1180  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 LZ1180  DYNAMIC HT  -         402.343 (meters)    1320.02  (feet)  COMP
 LZ1180  MODELED GRAV-     980,155.3   (mgal)                       NAVD 88
 LZ1180
 LZ1180  VERT ORDER  -  SECOND    CLASS 0
 LZ1180
 LZ1180.The horizontal coordinates were scaled from a topographic map and have
 LZ1180.an estimated accuracy of +/- 6 seconds.
 LZ1180
 LZ1180.The orthometric height was determined by differential leveling
 LZ1180.and adjusted by the National Geodetic Survey in June 1991..
 LZ1180
 LZ1180.The geoid height was determined by GEOID03.
 LZ1180
 LZ1180.The dynamic height is computed by dividing the NAVD 88
 LZ1180.geopotential number by the normal gravity value computed on the
 LZ1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1180.degrees latitude (g = 980.6199 gals.).
 LZ1180
 LZ1180.The modeled gravity was interpolated from observed gravity values.
 LZ1180
 LZ1180;                    North         East    Units  Estimated Accuracy
 LZ1180;SPC PA N     -   146,700.      650,270.      MT  (+/- 180 meters Scaled)
 LZ1180
 LZ1180                          SUPERSEDED SURVEY CONTROL
 LZ1180
 LZ1180  NGVD 29 (??/??/92)  402.71   (m)         1321.2    (f) COMPUTED    2 0
 LZ1180
 LZ1180.Superseded values are not recommended for survey control.
 LZ1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1180.See file dsdata.txt to determine how the superseded data were derived.
 LZ1180
 LZ1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL206949(NAD 83)
 LZ1180_MARKER: DD = SURVEY DISK
 LZ1180_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1180_SP_SET: BRIDGE
 LZ1180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1180
 LZ1180  HISTORY     - Date     Condition        Report By
 LZ1180  HISTORY     - UNK      MONUMENTED       PADH
 LZ1180  HISTORY     - 1968     MARK NOT FOUND   NGS
 LZ1180
 LZ1180                          STATION DESCRIPTION
 LZ1180
 LZ1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ1180'0.6 MI S FROM BUTTONWOOD.
 LZ1180'0.6 MILE SOUTH ALONG U.S. HIGHWAY 15 FROM BUTTONWOOD, LYCOMING
 LZ1180'COUNTY, AT STATION 487+07, AT THE 18-FOOT CONCRETE SKEW BRIDGE
 LZ1180'OVER PACKHOUSE RUN, IN THE TOP OF THE SOUTH END OF THE EAST
 LZ1180'PARAPET BASE, 12 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LZ1180'AND ABOUT 1 FOOT HIGHER THAN THE ROADWAY.  A PENNSYLVANIA
 LZ1180'DEPARTMENT OF HIGHWAYS STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0622 ***********************************************************************
 KX0622  DESIGNATION -  48.98
 KX0622  PID         -  KX0622
 KX0622  STATE/COUNTY-  PA/BEDFORD
 KX0622  USGS QUAD   -  BEDFORD (1987)
 KX0622
 KX0622                         *CURRENT SURVEY CONTROL
 KX0622  ___________________________________________________________________
 KX0622* NAD 83(1986)-  40 02 54.     (N)    078 31 53.     (W)     SCALED    
 KX0622* NAVD 88     -       334.179  (meters)    1096.39   (feet)  POSTED    
 KX0622  ___________________________________________________________________
 KX0622  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KX0622  DYNAMIC HT  -         333.990 (meters)    1095.77  (feet)  COMP
 KX0622  MODELED GRAV-     980,047.7   (mgal)                       NAVD 88
 KX0622
 KX0622  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KX0622
 KX0622.The horizontal coordinates were scaled from a topographic map and have
 KX0622.an estimated accuracy of +/- 6 seconds.
 KX0622
 KX0622.The orthometric height was determined by differential leveling
 KX0622.and adjusted by the National Geodetic Survey in 1992..
 KX0622.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KX0622.rate of 0.0 thru 1.0 mm/km.
 KX0622
 KX0622.The geoid height was determined by GEOID03.
 KX0622
 KX0622.The dynamic height is computed by dividing the NAVD 88
 KX0622.geopotential number by the normal gravity value computed on the
 KX0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0622.degrees latitude (g = 980.6199 gals.).
 KX0622
 KX0622.The modeled gravity was interpolated from observed gravity values.
 KX0622
 KX0622;                    North         East    Units  Estimated Accuracy
 KX0622;SPC PA S     -    79,690.      533,320.      MT  (+/- 180 meters Scaled)
 KX0622
 KX0622                          SUPERSEDED SURVEY CONTROL
 KX0622
 KX0622  NGVD 29 (??/??/92)  334.339  (m)         1096.91   (f) ADJ UNCH    2 0
 KX0622
 KX0622.Superseded values are not recommended for survey control.
 KX0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0622.See file dsdata.txt to determine how the superseded data were derived.
 KX0622
 KX0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE105360(NAD 83)
 KX0622_MARKER: B = BOLT
 KX0622_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0622_SP_SET: ABUTMENT
 KX0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0622
 KX0622  HISTORY     - Date     Condition        Report By
 KX0622  HISTORY     - UNK      MONUMENTED       PRR
 KX0622  HISTORY     - 1935     GOOD             NGS
 KX0622
 KX0622                          STATION DESCRIPTION
 KX0622
 KX0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0622'3 MI S FROM BEDFORD.
 KX0622'ABOUT 3.0 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0622'STATION AT BEDFORD, BEDFORD COUNTY, IN THE TOP OF THE SOUTH
 KX0622'ABUTMENT OF BRIDGE 48.98, AND 20 FEET SOUTH OF THE CENTER LINE
 KX0622'OF THE TRACK.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1591 ***********************************************************************
 MA1591  DESIGNATION -  49
 MA1591  PID         -  MA1591
 MA1591  STATE/COUNTY-  PA/CRAWFORD
 MA1591  USGS QUAD   -  DEMPSEYTOWN (1973)
 MA1591
 MA1591                         *CURRENT SURVEY CONTROL
 MA1591  ___________________________________________________________________
 MA1591* NAD 83(1986)-  41 35 08.     (N)    079 52 17.     (W)     SCALED    
 MA1591* NAVD 88     -       392.863  (meters)    1288.92   (feet)  ADJUSTED  
 MA1591  ___________________________________________________________________
 MA1591  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 MA1591  DYNAMIC HT  -         392.697 (meters)    1288.37  (feet)  COMP
 MA1591  MODELED GRAV-     980,186.4   (mgal)                       NAVD 88
 MA1591
 MA1591  VERT ORDER  -  SECOND    CLASS 0
 MA1591
 MA1591.The horizontal coordinates were scaled from a topographic map and have
 MA1591.an estimated accuracy of +/- 6 seconds.
 MA1591
 MA1591.The orthometric height was determined by differential leveling
 MA1591.and adjusted by the National Geodetic Survey in June 1991..
 MA1591
 MA1591.The geoid height was determined by GEOID03.
 MA1591
 MA1591.The dynamic height is computed by dividing the NAVD 88
 MA1591.geopotential number by the normal gravity value computed on the
 MA1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1591.degrees latitude (g = 980.6199 gals.).
 MA1591
 MA1591.The modeled gravity was interpolated from observed gravity values.
 MA1591
 MA1591;                    North         East    Units  Estimated Accuracy
 MA1591;SPC PA N     -   159,740.      423,130.      MT  (+/- 180 meters Scaled)
 MA1591
 MA1591                          SUPERSEDED SURVEY CONTROL
 MA1591
 MA1591  NGVD 29 (??/??/92)  393.032  (m)         1289.47   (f) ADJ UNCH    2 0
 MA1591
 MA1591.Superseded values are not recommended for survey control.
 MA1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1591.See file dsdata.txt to determine how the superseded data were derived.
 MA1591
 MA1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG940043(NAD 83)
 MA1591_MARKER: DD = SURVEY DISK
 MA1591_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1591_SP_SET: BRIDGE
 MA1591_STAMPING: 49 BRP 1964
 MA1591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1591
 MA1591  HISTORY     - Date     Condition        Report By
 MA1591  HISTORY     - 1964     MONUMENTED       USGS
 MA1591  HISTORY     - 1967     GOOD             NGS
 MA1591
 MA1591                          STATION DESCRIPTION
 MA1591
 MA1591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1591'11.5 MI W FROM TITUSVILLE.
 MA1591'11.5 MILES WEST ALONG STATE HIGHWAY 27 FROM ITS JUNCTION WITH
 MA1591'STATE HIGHWAY 8 IN TITUSVILLE, 14 FEET WEST OF THE CENTERLINE OF
 MA1591'HIGHWAY, SET IN THE TOP OF THE SOUTHWEST WINGWALL OF A BRIDGE
 MA1591'AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0503 ***********************************************************************
 LZ0503  DESIGNATION -  49
 LZ0503  PID         -  LZ0503
 LZ0503  STATE/COUNTY-  PA/BRADFORD
 LZ0503  USGS QUAD   -  CANTON (1970)
 LZ0503
 LZ0503                         *CURRENT SURVEY CONTROL
 LZ0503  ___________________________________________________________________
 LZ0503* NAD 83(1986)-  41 44 41.     (N)    076 47 13.     (W)     SCALED    
 LZ0503* NAVD 88     -       393.009  (meters)    1289.40   (feet)  ADJUSTED  
 LZ0503  ___________________________________________________________________
 LZ0503  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 LZ0503  DYNAMIC HT  -         392.843 (meters)    1288.85  (feet)  COMP
 LZ0503  MODELED GRAV-     980,188.8   (mgal)                       NAVD 88
 LZ0503
 LZ0503  VERT ORDER  -  SECOND    CLASS 0
 LZ0503
 LZ0503.The horizontal coordinates were scaled from a topographic map and have
 LZ0503.an estimated accuracy of +/- 6 seconds.
 LZ0503
 LZ0503.The orthometric height was determined by differential leveling
 LZ0503.and adjusted by the National Geodetic Survey in June 1991..
 LZ0503
 LZ0503.The geoid height was determined by GEOID03.
 LZ0503
 LZ0503.The dynamic height is computed by dividing the NAVD 88
 LZ0503.geopotential number by the normal gravity value computed on the
 LZ0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0503.degrees latitude (g = 980.6199 gals.).
 LZ0503
 LZ0503.The modeled gravity was interpolated from observed gravity values.
 LZ0503
 LZ0503;                    North         East    Units  Estimated Accuracy
 LZ0503;SPC PA N     -   175,700.      680,100.      MT  (+/- 180 meters Scaled)
 LZ0503
 LZ0503                          SUPERSEDED SURVEY CONTROL
 LZ0503
 LZ0503  NGVD 29 (??/??/92)  393.146  (m)         1289.85   (f) ADJ UNCH    2 0
 LZ0503
 LZ0503.Superseded values are not recommended for survey control.
 LZ0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0503.See file dsdata.txt to determine how the superseded data were derived.
 LZ0503
 LZ0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM514229(NAD 83)
 LZ0503_MARKER: B = BOLT
 LZ0503_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0503_SP_SET: PIER
 LZ0503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0503
 LZ0503  HISTORY     - Date     Condition        Report By
 LZ0503  HISTORY     - UNK      MONUMENTED       PRR
 LZ0503  HISTORY     - 1934     GOOD             NGS
 LZ0503
 LZ0503                          STATION DESCRIPTION
 LZ0503
 LZ0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0503'2.5 MI S FROM TROY.
 LZ0503'2.5 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM TROY, BRADFORD
 LZ0503'COUNTY, AT OVERHEAD CROSSING 48.05, IN THE TOP OF THE SOUTH
 LZ0503'END OF THE EAST PIER, 6 FEET EAST OF THE EAST RAIL, AND ABOUT
 LZ0503'3 FEET HIGHER THAN THE RAIL.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1509 ***********************************************************************
 KX1509  DESIGNATION -  49 L
 KX1509  PID         -  KX1509
 KX1509  STATE/COUNTY-  PA/ARMSTRONG
 KX1509  USGS QUAD   -  KITTANNING (1993)
 KX1509
 KX1509                         *CURRENT SURVEY CONTROL
 KX1509  ___________________________________________________________________
 KX1509* NAD 83(1986)-  40 51 01.     (N)    079 30 32.     (W)     SCALED    
 KX1509* NAVD 88     -       245.092  (meters)     804.11   (feet)  ADJUSTED  
 KX1509  ___________________________________________________________________
 KX1509  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 KX1509  DYNAMIC HT  -         244.971 (meters)     803.71  (feet)  COMP
 KX1509  MODELED GRAV-     980,128.5   (mgal)                       NAVD 88
 KX1509
 KX1509  VERT ORDER  -  FIRST     CLASS II
 KX1509
 KX1509.The horizontal coordinates were scaled from a topographic map and have
 KX1509.an estimated accuracy of +/- 6 seconds.
 KX1509
 KX1509.The orthometric height was determined by differential leveling
 KX1509.and adjusted by the National Geodetic Survey in June 1991..
 KX1509
 KX1509.The geoid height was determined by GEOID03.
 KX1509
 KX1509.The dynamic height is computed by dividing the NAVD 88
 KX1509.geopotential number by the normal gravity value computed on the
 KX1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1509.degrees latitude (g = 980.6199 gals.).
 KX1509
 KX1509.The modeled gravity was interpolated from observed gravity values.
 KX1509
 KX1509;                    North         East    Units  Estimated Accuracy
 KX1509;SPC PA S     -   169,910.      451,690.      MT  (+/- 180 meters Scaled)
 KX1509
 KX1509                          SUPERSEDED SURVEY CONTROL
 KX1509
 KX1509  NGVD 29 (??/??/92)  245.270  (m)          804.69   (f) ADJ UNCH    1 2
 KX1509
 KX1509.Superseded values are not recommended for survey control.
 KX1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1509.See file dsdata.txt to determine how the superseded data were derived.
 KX1509
 KX1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF256232(NAD 83)
 KX1509_MARKER: B = BOLT
 KX1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1509_STAMPING: 49 L USED
 KX1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1509+STABILITY: SURFACE MOTION
 KX1509
 KX1509  HISTORY     - Date     Condition        Report By
 KX1509  HISTORY     - UNK      MONUMENTED       DOD
 KX1509  HISTORY     - 1941     GOOD             NGS
 KX1509
 KX1509                          STATION DESCRIPTION
 KX1509
 KX1509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1509'2.1 MI SW FROM MOSGROVE.
 KX1509'2.1 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX1509'AT MOSGROVE, ARMSTRONG COUNTY, 200 FEET DOWNSTREAM FROM THE
 KX1509'DOWNSTREAM END OF THE RAILROAD BRIDGE OVER COWANSHANNOCK CREEK,
 KX1509'AND 13 FEET LANDWARD OF THE LAND RAIL.  A COPPER BOLT, STAMPED
 KX1509'49 L USED AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 KX1509'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0552 ***********************************************************************
 KY0552  DESIGNATION -  49 PA
 KY0552  PID         -  KY0552
 KY0552  STATE/COUNTY-  PA/WASHINGTON
 KY0552  USGS QUAD   -  AVELLA (1979)
 KY0552
 KY0552                         *CURRENT SURVEY CONTROL
 KY0552  ___________________________________________________________________
 KY0552* NAD 83(1986)-  40 21 38.     (N)    080 23 26.     (W)     SCALED    
 KY0552* NAVD 88     -       309.808  (meters)    1016.43   (feet)  ADJUSTED  
 KY0552  ___________________________________________________________________
 KY0552  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KY0552  DYNAMIC HT  -         309.637 (meters)    1015.87  (feet)  COMP
 KY0552  MODELED GRAV-     980,067.0   (mgal)                       NAVD 88
 KY0552
 KY0552  VERT ORDER  -  SECOND    CLASS 0
 KY0552
 KY0552.The horizontal coordinates were scaled from a topographic map and have
 KY0552.an estimated accuracy of +/- 6 seconds.
 KY0552
 KY0552.The orthometric height was determined by differential leveling
 KY0552.and adjusted by the National Geodetic Survey in June 1991..
 KY0552
 KY0552.The geoid height was determined by GEOID03.
 KY0552
 KY0552.The dynamic height is computed by dividing the NAVD 88
 KY0552.geopotential number by the normal gravity value computed on the
 KY0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0552.degrees latitude (g = 980.6199 gals.).
 KY0552
 KY0552.The modeled gravity was interpolated from observed gravity values.
 KY0552
 KY0552;                    North         East    Units  Estimated Accuracy
 KY0552;SPC PA S     -   117,410.      375,750.      MT  (+/- 180 meters Scaled)
 KY0552
 KY0552                          SUPERSEDED SURVEY CONTROL
 KY0552
 KY0552  NGVD 29 (??/??/92)  309.953  (m)         1016.90   (f) ADJ UNCH    2 0
 KY0552
 KY0552.Superseded values are not recommended for survey control.
 KY0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0552.See file dsdata.txt to determine how the superseded data were derived.
 KY0552
 KY0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE517679(NAD 83)
 KY0552_MARKER: DD = SURVEY DISK
 KY0552_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0552_SP_SET: FOUNDATION
 KY0552_STAMPING: 49 PA 1952 1017
 KY0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0552
 KY0552  HISTORY     - Date     Condition        Report By
 KY0552  HISTORY     - 1952     MONUMENTED       USGS
 KY0552  HISTORY     - 1957     GOOD             NGS
 KY0552
 KY0552                          STATION DESCRIPTION
 KY0552
 KY0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0552'1.8 MI S FROM BURGETTSTOWN.
 KY0552'ABOUT 1.8 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE POST
 KY0552'OFFICE AT BURGETTSTOWN, 0.05 MILE NORTH OF THE POST OFFICE AT
 KY0552'SLOVAN, 83 FEET WEST OF CENTER LINE OF HIGHWAY, 15 FEET SOUTH
 KY0552'OF CENTER LINE OF A STREET LEADING WEST, SET VERTICALLY IN THE
 KY0552'NORTH FACE OF CONCRETE FOUNDATION OF A RED TILE STORE BUILDING
 KY0552'WITH PERMA-STONE FRONT HOUSING HOROVITZ HARDWARE STORE, 17 FEET
 KY0552'EAST OF NORTHWEST CORNER OF BUILDING AND 3 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1539 ***********************************************************************
 JU1539  DESIGNATION -  49 PRR
 JU1539  PID         -  JU1539
 JU1539  STATE/COUNTY-  PA/CHESTER
 JU1539  USGS QUAD   -  PARKESBURG (1992)
 JU1539
 JU1539                         *CURRENT SURVEY CONTROL
 JU1539  ___________________________________________________________________
 JU1539* NAD 83(1986)-  39 57 34.     (N)    075 55 18.     (W)     SCALED    
 JU1539* NAVD 88     -       165.332  (meters)     542.43   (feet)  ADJUSTED  
 JU1539  ___________________________________________________________________
 JU1539  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JU1539  DYNAMIC HT  -         165.247 (meters)     542.15  (feet)  COMP
 JU1539  MODELED GRAV-     980,112.4   (mgal)                       NAVD 88
 JU1539
 JU1539  VERT ORDER  -  SECOND    CLASS 0
 JU1539
 JU1539.The horizontal coordinates were scaled from a topographic map and have
 JU1539.an estimated accuracy of +/- 6 seconds.
 JU1539
 JU1539.The orthometric height was determined by differential leveling
 JU1539.and adjusted by the National Geodetic Survey in June 1991..
 JU1539
 JU1539.The geoid height was determined by GEOID03.
 JU1539
 JU1539.The dynamic height is computed by dividing the NAVD 88
 JU1539.geopotential number by the normal gravity value computed on the
 JU1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1539.degrees latitude (g = 980.6199 gals.).
 JU1539
 JU1539.The modeled gravity was interpolated from observed gravity values.
 JU1539
 JU1539;                    North         East    Units  Estimated Accuracy
 JU1539;SPC PA S     -    71,140.      756,210.      MT  (+/- 180 meters Scaled)
 JU1539
 JU1539                          SUPERSEDED SURVEY CONTROL
 JU1539
 JU1539  NGVD 29 (??/??/??)  165.611  (m)          543.34   (f) ADJUSTED    2 0
 JU1539
 JU1539.Superseded values are not recommended for survey control.
 JU1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1539.See file dsdata.txt to determine how the superseded data were derived.
 JU1539
 JU1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK212236(NAD 83)
 JU1539_MARKER: B = BOLT
 JU1539_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1539_SP_SET: BRIDGE SEAT
 JU1539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1539
 JU1539  HISTORY     - Date     Condition        Report By
 JU1539  HISTORY     - UNK      MONUMENTED       PRR
 JU1539  HISTORY     - 1955     GOOD             CGS
 JU1539  HISTORY     - 1966     GOOD             CGS
 JU1539  HISTORY     - 20050905 GOOD             GEOCAC
 JU1539
 JU1539                          STATION DESCRIPTION
 JU1539
 JU1539'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JU1539'AT PARKESBURG.
 JU1539'AT PARKESBURG, ABOUT 75 YARDS EAST ALONG THE PENNSYLVANIA RAILROAD
 JU1539'FROM THE STATION, A COPPER BOLT IN THE TOP OF THE SOUTH END OF
 JU1539'STONE MASONRY BRIDGE SEAT OF THE EAST ABUTMENT OF OVERPASS
 JU1539'NO. 44-15 OVER NORTH CULVERT STREET, 5 FEET SOUTH OF SOUTH RAIL,
 JU1539'AND ABOUT 3 1/2 FEET BELOW LEVEL OF TRACK.
 JU1539
 JU1539                          STATION RECOVERY (1966)
 JU1539
 JU1539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JU1539'RECOVERED IN GOOD CONDITION.
 JU1539
 JU1539                          STATION RECOVERY (2005)
 JU1539
 JU1539'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 JU1539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0221 ***********************************************************************
 KW0221  DESIGNATION -  490.0 USGS
 KW0221  PID         -  KW0221
 KW0221  STATE/COUNTY-  PA/SCHUYLKILL
 KW0221  USGS QUAD   -  ORWIGSBURG (1976)
 KW0221
 KW0221                         *CURRENT SURVEY CONTROL
 KW0221  ___________________________________________________________________
 KW0221* NAD 83(1986)-  40 38 33.     (N)    076 00 58.     (W)     SCALED    
 KW0221* NAVD 88     -       149.169  (meters)     489.40   (feet)  ADJUSTED  
 KW0221  ___________________________________________________________________
 KW0221  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KW0221  DYNAMIC HT  -         149.095 (meters)     489.16  (feet)  COMP
 KW0221  MODELED GRAV-     980,129.0   (mgal)                       NAVD 88
 KW0221
 KW0221  VERT ORDER  -  SECOND    CLASS 0
 KW0221
 KW0221.The horizontal coordinates were scaled from a topographic map and have
 KW0221.an estimated accuracy of +/- 6 seconds.
 KW0221
 KW0221.The orthometric height was determined by differential leveling
 KW0221.and adjusted by the National Geodetic Survey in June 1991..
 KW0221
 KW0221.The geoid height was determined by GEOID03.
 KW0221
 KW0221.The dynamic height is computed by dividing the NAVD 88
 KW0221.geopotential number by the normal gravity value computed on the
 KW0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0221.degrees latitude (g = 980.6199 gals.).
 KW0221
 KW0221.The modeled gravity was interpolated from observed gravity values.
 KW0221
 KW0221;                    North         East    Units  Estimated Accuracy
 KW0221;SPC PA S     -   146,800.      746,650.      MT  (+/- 180 meters Scaled)
 KW0221
 KW0221                          SUPERSEDED SURVEY CONTROL
 KW0221
 KW0221  NGVD 29 (??/??/??)  149.372  (m)          490.06   (f) ADJUSTED    2 0
 KW0221
 KW0221.Superseded values are not recommended for survey control.
 KW0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0221.See file dsdata.txt to determine how the superseded data were derived.
 KW0221
 KW0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK140995(NAD 83)
 KW0221_MARKER: DD = SURVEY DISK
 KW0221_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KW0221_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KW0221_STAMPING: 490 FT 1908
 KW0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0221+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2006
 KW0221
 KW0221  HISTORY     - Date     Condition        Report By
 KW0221  HISTORY     - 1908     MONUMENTED       USGS
 KW0221  HISTORY     - 1934     GOOD             CGS
 KW0221  HISTORY     - 20060812 GOOD             GEOCAC
 KW0221
 KW0221                          STATION DESCRIPTION
 KW0221
 KW0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0221'AT DREHERSVILLE.
 KW0221'AT DREHERSVILLE, SCHUYLKILL COUNTY, ALONG THE READING CO. RAILROAD,
 KW0221'AT BRIDGE 83/67, IN THE EAST END OF THE SOUTH ABUTMENT, 12
 KW0221'FEET EAST OF THE CENTER LINE OF THE NORTH-BOUND TRACK, AND 2.5
 KW0221'FEET LOWER THAN THE TOP OF THE RAIL.  A UNITED STATES GEOLOGICAL
 KW0221'SURVEY STANDARD CAP, STAMPED 490 FT 1908 AND RIVETED ON THE
 KW0221'TOP OF A 3-1/2-INCH IRON PIPE.
 KW0221
 KW0221                          STATION RECOVERY (2006)
 KW0221
 KW0221'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0221'ONE TRACK HAS BEEN REMOVED. MARK IS APPROXIMATELY 25 FEET FROM THE
 KW0221'CENTER OF THE REMAINING TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0620 ***********************************************************************
 LY0620  DESIGNATION -  491
 LY0620  PID         -  LY0620
 LY0620  STATE/COUNTY-  PA/PIKE
 LY0620  USGS QUAD   -  PORT JERVIS NORTH (1997)
 LY0620
 LY0620                         *CURRENT SURVEY CONTROL
 LY0620  ___________________________________________________________________
 LY0620* NAD 83(1986)-  41 24 24.     (N)    074 44 33.     (W)     SCALED    
 LY0620* NAVD 88     -       149.629  (meters)     490.91   (feet)  ADJUSTED  
 LY0620  ___________________________________________________________________
 LY0620  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 LY0620  DYNAMIC HT  -         149.568 (meters)     490.71  (feet)  COMP
 LY0620  MODELED GRAV-     980,214.3   (mgal)                       NAVD 88
 LY0620
 LY0620  VERT ORDER  -  FIRST     CLASS II
 LY0620
 LY0620.The horizontal coordinates were scaled from a topographic map and have
 LY0620.an estimated accuracy of +/- 6 seconds.
 LY0620
 LY0620.The orthometric height was determined by differential leveling
 LY0620.and adjusted by the National Geodetic Survey in June 1991..
 LY0620
 LY0620.The geoid height was determined by GEOID03.
 LY0620
 LY0620.The dynamic height is computed by dividing the NAVD 88
 LY0620.geopotential number by the normal gravity value computed on the
 LY0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0620.degrees latitude (g = 980.6199 gals.).
 LY0620
 LY0620.The modeled gravity was interpolated from observed gravity values.
 LY0620
 LY0620;                    North         East    Units  Estimated Accuracy
 LY0620;SPC PA N     -   142,070.      851,410.      MT  (+/- 180 meters Scaled)
 LY0620
 LY0620                          SUPERSEDED SURVEY CONTROL
 LY0620
 LY0620  NGVD 29 (??/??/92)  149.808  (m)          491.50   (f) ADJ UNCH    1 2
 LY0620
 LY0620.Superseded values are not recommended for survey control.
 LY0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0620.See file dsdata.txt to determine how the superseded data were derived.
 LY0620
 LY0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL215839(NAD 83)
 LY0620_MARKER: DD = SURVEY DISK
 LY0620_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0620_SP_SET: ABUTMENT
 LY0620_STAMPING: 491 ALBANY 1900
 LY0620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0620
 LY0620  HISTORY     - Date     Condition        Report By
 LY0620  HISTORY     - 1900     MONUMENTED       USGS
 LY0620  HISTORY     - 1932     GOOD             NGS
 LY0620
 LY0620                          STATION DESCRIPTION
 LY0620
 LY0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 LY0620'1.1 MI NW FROM SPARROW BUSH.
 LY0620'IN PIKE COUNTY, PA., ABOUT 1.1 MILES NORTHWEST ALONG THE ERIE
 LY0620'RAILROAD FROM THE STATION AT SPARROW BUSH, ORANGE COUNTY, N.Y.,
 LY0620'ABOUT 0.1 MILE SOUTH OF MILEPOST 91, AT STEEL BRIDGE 90.84 OVER
 LY0620'THE DELAWARE RIVER, IN THE TOP OF THE NORTHWEST ABUTMENT, 1 FOOT
 LY0620'NORTHEAST OF THE SOUTHWEST END, 0.7 FOOT SOUTHEAST OF THE
 LY0620'NORTHWEST EDGE, 7.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 LY0620'SOUTHWEST TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A
 LY0620'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 491 ALBANY
 LY0620'1900.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0577 ***********************************************************************
 KW0577  DESIGNATION -  491 USGS
 KW0577  PID         -  KW0577
 KW0577  STATE/COUNTY-  PA/BERKS
 KW0577  USGS QUAD   -  STRAUSSTOWN (1974)
 KW0577
 KW0577                         *CURRENT SURVEY CONTROL
 KW0577  ___________________________________________________________________
 KW0577* NAD 83(1986)-  40 27 11.     (N)    076 10 10.     (W)     SCALED    
 KW0577* NAVD 88     -       149.642  (meters)     490.95   (feet)  ADJUSTED  
 KW0577  ___________________________________________________________________
 KW0577  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 KW0577  DYNAMIC HT  -         149.564 (meters)     490.69  (feet)  COMP
 KW0577  MODELED GRAV-     980,108.1   (mgal)                       NAVD 88
 KW0577
 KW0577  VERT ORDER  -  SECOND    CLASS 0
 KW0577
 KW0577.The horizontal coordinates were scaled from a topographic map and have
 KW0577.an estimated accuracy of +/- 6 seconds.
 KW0577
 KW0577.The orthometric height was determined by differential leveling
 KW0577.and adjusted by the National Geodetic Survey in June 1991..
 KW0577
 KW0577.The geoid height was determined by GEOID03.
 KW0577
 KW0577.The dynamic height is computed by dividing the NAVD 88
 KW0577.geopotential number by the normal gravity value computed on the
 KW0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0577.degrees latitude (g = 980.6199 gals.).
 KW0577
 KW0577.The modeled gravity was interpolated from observed gravity values.
 KW0577
 KW0577;                    North         East    Units  Estimated Accuracy
 KW0577;SPC PA S     -   125,530.      734,060.      MT  (+/- 180 meters Scaled)
 KW0577
 KW0577                          SUPERSEDED SURVEY CONTROL
 KW0577
 KW0577  NGVD 29 (??/??/??)  149.848  (m)          491.63   (f) ADJUSTED    2 0
 KW0577
 KW0577.Superseded values are not recommended for survey control.
 KW0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0577.See file dsdata.txt to determine how the superseded data were derived.
 KW0577
 KW0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK008787(NAD 83)
 KW0577_MARKER: DD = SURVEY DISK
 KW0577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0577_SP_SET: STONE DOORSILL
 KW0577_STAMPING: 491 HARRISBURG 1900
 KW0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0577_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0577+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2005
 KW0577
 KW0577  HISTORY     - Date     Condition        Report By
 KW0577  HISTORY     - 1900     MONUMENTED       USGS
 KW0577  HISTORY     - 1942     GOOD             CGS
 KW0577  HISTORY     - 19991206 MARK NOT FOUND   USPSQD
 KW0577  HISTORY     - 20021114 GOOD             USPSQD
 KW0577  HISTORY     - 20030806 GOOD             PADT
 KW0577  HISTORY     - 20050513 GOOD             GEOCAC
 KW0577
 KW0577                          STATION DESCRIPTION
 KW0577
 KW0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0577'AT SCHAEFFERSTOWN.
 KW0577'AT ST. PAULS CHURCH IN SCHAEFFERSTOWN, (TULPEHOCKEN POST OFFICE),
 KW0577'IN THE TOP OF THE WEST END OF THE STONE DOORSILL.  A U.S. GEOLOGICAL
 KW0577'SURVEY BRONZE DISK.
 KW0577
 KW0577                          STATION RECOVERY (1999)
 KW0577
 KW0577'RECOVERY NOTE BY US POWER SQUADRON 1999
 KW0577'MARK NOT FOUND.
 KW0577
 KW0577                          STATION RECOVERY (2002)
 KW0577
 KW0577'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW0577'RECOVERED IN GOOD CONDITION.
 KW0577
 KW0577                          STATION RECOVERY (2003)
 KW0577
 KW0577'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 KW0577'RECOVERED IN GOOD CONDITION.
 KW0577
 KW0577                          STATION RECOVERY (2005)
 KW0577
 KW0577'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0206 ***********************************************************************
 LZ0206  DESIGNATION -  491.2
 LZ0206  PID         -  LZ0206
 LZ0206  STATE/COUNTY-  PA/COLUMBIA
 LZ0206  USGS QUAD   -  BLOOMSBURG (1983)
 LZ0206
 LZ0206                         *CURRENT SURVEY CONTROL
 LZ0206  ___________________________________________________________________
 LZ0206* NAD 83(1986)-  41 01 08.     (N)    076 28 12.     (W)     SCALED    
 LZ0206* NAVD 88     -       152.449  (meters)     500.16   (feet)  ADJUSTED  
 LZ0206  ___________________________________________________________________
 LZ0206  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 LZ0206  DYNAMIC HT  -         152.385 (meters)     499.95  (feet)  COMP
 LZ0206  MODELED GRAV-     980,206.9   (mgal)                       NAVD 88
 LZ0206
 LZ0206  VERT ORDER  -  SECOND    CLASS 0
 LZ0206
 LZ0206.The horizontal coordinates were scaled from a topographic map and have
 LZ0206.an estimated accuracy of +/- 6 seconds.
 LZ0206
 LZ0206.The orthometric height was determined by differential leveling
 LZ0206.and adjusted by the National Geodetic Survey in June 1991..
 LZ0206
 LZ0206.The geoid height was determined by GEOID03.
 LZ0206
 LZ0206.The dynamic height is computed by dividing the NAVD 88
 LZ0206.geopotential number by the normal gravity value computed on the
 LZ0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0206.degrees latitude (g = 980.6199 gals.).
 LZ0206
 LZ0206.The modeled gravity was interpolated from observed gravity values.
 LZ0206
 LZ0206;                    North         East    Units  Estimated Accuracy
 LZ0206;SPC PA N     -    95,440.      707,660.      MT  (+/- 180 meters Scaled)
 LZ0206
 LZ0206                          SUPERSEDED SURVEY CONTROL
 LZ0206
 LZ0206  NGVD 29 (??/??/92)  152.672  (m)          500.89   (f) ADJ UNCH    2 0
 LZ0206
 LZ0206.Superseded values are not recommended for survey control.
 LZ0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0206.See file dsdata.txt to determine how the superseded data were derived.
 LZ0206
 LZ0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL764418(NAD 83)
 LZ0206_MARKER: T = CHISELED TRIANGLE
 LZ0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0206_SP_SET: SIGNAL POST FOUNDATION
 LZ0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0206
 LZ0206  HISTORY     - Date     Condition        Report By
 LZ0206  HISTORY     - UNK      MONUMENTED       USGS
 LZ0206  HISTORY     - 1934     GOOD             NGS
 LZ0206  HISTORY     - 20050421 MARK NOT FOUND   PADT
 LZ0206
 LZ0206                          STATION DESCRIPTION
 LZ0206
 LZ0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0206'1 MI NW FROM BLOOMSBURG.
 LZ0206'ABOUT 1 MILE NORTHWEST ALONG STATE HIGHWAY 42 FROM BLOOMSBURG,
 LZ0206'COLUMBIA COUNTY, AT HIGHWAY STATION 72+76, AT THE CROSSING OVER
 LZ0206'THE READING CO. RAILWAY, AT THE NORTH SIGNAL POST, ON THE FOUNDATION,
 LZ0206'7 FEET EAST OF THE EAST RAIL, AND ABOUT LEVEL WITH THE TOP OF
 LZ0206'THE RAIL.  A CHISELED TRIANGLE.
 LZ0206
 LZ0206                          STATION RECOVERY (2005)
 LZ0206
 LZ0206'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (JAG)
 LZ0206'SIGNAL POSTS OR THEIR FOUNDATIONS DO NOT EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1368 ***********************************************************************
 MA1368  DESIGNATION -  492.26
 MA1368  PID         -  MA1368
 MA1368  STATE/COUNTY-  PA/VENANGO
 MA1368  USGS QUAD   -  POLK (1989)
 MA1368
 MA1368                         *CURRENT SURVEY CONTROL
 MA1368  ___________________________________________________________________
 MA1368* NAD 83(1986)-  41 21 37.     (N)    079 55 56.     (W)     SCALED    
 MA1368* NAVD 88     -       324.611  (meters)    1064.99   (feet)  ADJUSTED  
 MA1368  ___________________________________________________________________
 MA1368  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MA1368  DYNAMIC HT  -         324.470 (meters)    1064.53  (feet)  COMP
 MA1368  MODELED GRAV-     980,179.9   (mgal)                       NAVD 88
 MA1368
 MA1368  VERT ORDER  -  SECOND    CLASS 0
 MA1368
 MA1368.The horizontal coordinates were scaled from a topographic map and have
 MA1368.an estimated accuracy of +/- 6 seconds.
 MA1368
 MA1368.The orthometric height was determined by differential leveling
 MA1368.and adjusted by the National Geodetic Survey in June 1991..
 MA1368
 MA1368.The geoid height was determined by GEOID03.
 MA1368
 MA1368.The dynamic height is computed by dividing the NAVD 88
 MA1368.geopotential number by the normal gravity value computed on the
 MA1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1368.degrees latitude (g = 980.6199 gals.).
 MA1368
 MA1368.The modeled gravity was interpolated from observed gravity values.
 MA1368
 MA1368;                    North         East    Units  Estimated Accuracy
 MA1368;SPC PA N     -   134,860.      417,430.      MT  (+/- 180 meters Scaled)
 MA1368
 MA1368                          SUPERSEDED SURVEY CONTROL
 MA1368
 MA1368  NGVD 29 (??/??/92)  324.789  (m)         1065.58   (f) ADJ UNCH    2 0
 MA1368
 MA1368.Superseded values are not recommended for survey control.
 MA1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1368.See file dsdata.txt to determine how the superseded data were derived.
 MA1368
 MA1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF893793(NAD 83)
 MA1368_MARKER: Q = CHISELED SQUARE
 MA1368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1368_SP_SET: TOWER FOUNDATION
 MA1368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1368
 MA1368  HISTORY     - Date     Condition        Report By
 MA1368  HISTORY     - UNK      MONUMENTED       NYCRR
 MA1368  HISTORY     - 1935     GOOD             NGS
 MA1368
 MA1368                          STATION DESCRIPTION
 MA1368
 MA1368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1368'0.5 MI W FROM POLK.
 MA1368'ABOUT 0.5 MILE WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MA1368'THE STATION AT POLK, VENANGO COUNTY, ABOUT 570 FEET EAST OF THE
 MA1368'POLK JUNCTION SWITCH TOWER, AT STATION 3612.82, ON TOP OF THE
 MA1368'CONCRETE FOUNDATION OF THE SOUTHEAST CORNER OF SIGNAL TOWER 8141,
 MA1368'7 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1 FOOT LOWER THAN THE
 MA1368'TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1582 ***********************************************************************
 JU1582  DESIGNATION -  494 USGS
 JU1582  PID         -  JU1582
 JU1582  STATE/COUNTY-  PA/LANCASTER
 JU1582  USGS QUAD   -  PARKESBURG (1992)
 JU1582
 JU1582                         *CURRENT SURVEY CONTROL
 JU1582  ___________________________________________________________________
 JU1582* NAD 83(1986)-  39 57 19.     (N)    075 59 44.     (W)     SCALED    
 JU1582* NAVD 88     -       150.346  (meters)     493.26   (feet)  ADJUSTED  
 JU1582  ___________________________________________________________________
 JU1582  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 JU1582  DYNAMIC HT  -         150.269 (meters)     493.01  (feet)  COMP
 JU1582  MODELED GRAV-     980,109.2   (mgal)                       NAVD 88
 JU1582
 JU1582  VERT ORDER  -  SECOND    CLASS 0
 JU1582
 JU1582.The horizontal coordinates were scaled from a topographic map and have
 JU1582.an estimated accuracy of +/- 6 seconds.
 JU1582
 JU1582.The orthometric height was determined by differential leveling
 JU1582.and adjusted by the National Geodetic Survey in June 1991..
 JU1582
 JU1582.The geoid height was determined by GEOID03.
 JU1582
 JU1582.The dynamic height is computed by dividing the NAVD 88
 JU1582.geopotential number by the normal gravity value computed on the
 JU1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1582.degrees latitude (g = 980.6199 gals.).
 JU1582
 JU1582.The modeled gravity was interpolated from observed gravity values.
 JU1582
 JU1582;                    North         East    Units  Estimated Accuracy
 JU1582;SPC PA S     -    70,550.      749,910.      MT  (+/- 180 meters Scaled)
 JU1582
 JU1582                          SUPERSEDED SURVEY CONTROL
 JU1582
 JU1582  NGVD 29 (??/??/??)  150.624  (m)          494.17   (f) ADJUSTED    2 0
 JU1582
 JU1582.Superseded values are not recommended for survey control.
 JU1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1582.See file dsdata.txt to determine how the superseded data were derived.
 JU1582
 JU1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK149232(NAD 83)
 JU1582_MARKER: DD = SURVEY DISK
 JU1582_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1582_SP_SET: BUILDING
 JU1582_STAMPING: 494
 JU1582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1582_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1582+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2005
 JU1582
 JU1582  HISTORY     - Date     Condition        Report By
 JU1582  HISTORY     - UNK      MONUMENTED       USGS
 JU1582  HISTORY     - 1966     GOOD             CGS
 JU1582  HISTORY     - 20050905 GOOD             GEOCAC
 JU1582
 JU1582                          STATION DESCRIPTION
 JU1582
 JU1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1582'AT CHRISTIANA.
 JU1582'AT CHRISTIANA, LANCASTER COUNTY, ABOUT 60 FEET NORTH OF THE
 JU1582'PENNSYLVANIA RAILROAD STATION, AT THE EAST END OF A BRICK HOTEL,
 JU1582'IN THE SOUTH WALL, AND ABOUT 2 FEET HIGHER THAN THE SIDEWALK.
 JU1582'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 494
 JU1582'AND SET VERTICALLY.
 JU1582
 JU1582                          STATION RECOVERY (2005)
 JU1582
 JU1582'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 JU1582'HOTEL BUILDING IS THE SUNDAY STATION TAVERN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1179 ***********************************************************************
 LZ1179  DESIGNATION -  495+46
 LZ1179  PID         -  LZ1179
 LZ1179  STATE/COUNTY-  PA/LYCOMING
 LZ1179  USGS QUAD   -  WHITE PINE (1986)
 LZ1179
 LZ1179                         *CURRENT SURVEY CONTROL
 LZ1179  ___________________________________________________________________
 LZ1179* NAD 83(1986)-  41 29 17.     (N)    077 08 55.     (W)     SCALED    
 LZ1179* NAVD 88     -       394.783  (meters)    1295.22   (feet)  ADJUSTED  
 LZ1179  ___________________________________________________________________
 LZ1179  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 LZ1179  DYNAMIC HT  -         394.603 (meters)    1294.63  (feet)  COMP
 LZ1179  MODELED GRAV-     980,156.2   (mgal)                       NAVD 88
 LZ1179
 LZ1179  VERT ORDER  -  SECOND    CLASS 0
 LZ1179
 LZ1179.The horizontal coordinates were scaled from a topographic map and have
 LZ1179.an estimated accuracy of +/- 6 seconds.
 LZ1179
 LZ1179.The orthometric height was determined by differential leveling
 LZ1179.and adjusted by the National Geodetic Survey in June 1991..
 LZ1179
 LZ1179.The geoid height was determined by GEOID03.
 LZ1179
 LZ1179.The dynamic height is computed by dividing the NAVD 88
 LZ1179.geopotential number by the normal gravity value computed on the
 LZ1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1179.degrees latitude (g = 980.6199 gals.).
 LZ1179
 LZ1179.The modeled gravity was interpolated from observed gravity values.
 LZ1179
 LZ1179;                    North         East    Units  Estimated Accuracy
 LZ1179;SPC PA N     -   146,920.      650,220.      MT  (+/- 180 meters Scaled)
 LZ1179
 LZ1179                          SUPERSEDED SURVEY CONTROL
 LZ1179
 LZ1179  NGVD 29 (??/??/92)  394.96   (m)         1295.8    (f) COMPUTED    2 0
 LZ1179
 LZ1179.Superseded values are not recommended for survey control.
 LZ1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1179.See file dsdata.txt to determine how the superseded data were derived.
 LZ1179
 LZ1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL206951(NAD 83)
 LZ1179_MARKER: DD = SURVEY DISK
 LZ1179_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1179_SP_SET: BRIDGE
 LZ1179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1179
 LZ1179  HISTORY     - Date     Condition        Report By
 LZ1179  HISTORY     - UNK      MONUMENTED       PADH
 LZ1179  HISTORY     - 1968     MARK NOT FOUND   NGS
 LZ1179
 LZ1179                          STATION DESCRIPTION
 LZ1179
 LZ1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ1179'0.4 MI S FROM BUTTONWOOD.
 LZ1179'0.4 MILE SOUTH ALONG U.S. HIGHWAY 15 FROM BUTTONWOOD, LYCOMING
 LZ1179'COUNTY, AT STATION 495+46, AT THE 18-FOOT CONCRETE SKEW BRIDGE
 LZ1179'OVER PACKHOUSE RUN, IN THE TOP OF THE NORTHWEST CORNER WING WALL,
 LZ1179'12 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL
 LZ1179'WITH THE ROADWAY.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD
 LZ1179'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1177 ***********************************************************************
 LZ1177  DESIGNATION -  498+82
 LZ1177  PID         -  LZ1177
 LZ1177  STATE/COUNTY-  PA/LYCOMING
 LZ1177  USGS QUAD   -  COGAN STATION (1973)
 LZ1177
 LZ1177                         *CURRENT SURVEY CONTROL
 LZ1177  ___________________________________________________________________
 LZ1177* NAD 83(1986)-  41 19 09.     (N)    077 05 14.     (W)     SCALED    
 LZ1177* NAVD 88     -       183.92   (+/-2cm)     603.4    (feet)  VERTCON   
 LZ1177  ___________________________________________________________________
 LZ1177  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 LZ1177
 LZ1177  VERT ORDER  -  THIRD (See Below)
 LZ1177
 LZ1177.The horizontal coordinates were scaled from a topographic map and have
 LZ1177.an estimated accuracy of +/- 6 seconds.
 LZ1177
 LZ1177.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1177.The vertical order pertains to the NGVD 29 superseded value.
 LZ1177
 LZ1177.The geoid height was determined by GEOID03.
 LZ1177
 LZ1177;                    North         East    Units  Estimated Accuracy
 LZ1177;SPC PA N     -   128,200.      655,490.      MT  (+/- 180 meters Scaled)
 LZ1177
 LZ1177                          SUPERSEDED SURVEY CONTROL
 LZ1177
 LZ1177  NGVD 29 (??/??/??)  184.15   (m)          604.2    (f) RESET       3  
 LZ1177
 LZ1177.Superseded values are not recommended for survey control.
 LZ1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1177.See file dsdata.txt to determine how the superseded data were derived.
 LZ1177
 LZ1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL253762(NAD 83)
 LZ1177_MARKER: DD = SURVEY DISK
 LZ1177_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1177_SP_SET: ABUTMENT
 LZ1177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1177
 LZ1177  HISTORY     - Date     Condition        Report By
 LZ1177  HISTORY     - UNK      MONUMENTED       PADH
 LZ1177  HISTORY     - 1948     GOOD             NGS
 LZ1177
 LZ1177                          STATION DESCRIPTION
 LZ1177
 LZ1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LZ1177'0.5 MI W FROM COGAN STATION.
 LZ1177'0.5 MILE WEST ALONG RURAL ROUTE 41027 FROM THE CROSSING OF U.S.
 LZ1177'HIGHWAY 15, AT COGAN STATION, LYCOMING COUNTY, AT STATION 498+82,
 LZ1177'AT A 205-FOOT STEEL TRUSS BRIDGE IN THE WEST CORNER OF THE NORTH
 LZ1177'CONCRETE ABUTMENT, AND 20 FEET WEST OF THE CENTER LINE OF THE
 LZ1177'HIGHWAY.  A PENNSYLVANIA DEPARTMENT HIGHWAYS STANDARD DISK.
 LZ1177'NOTE-- SET TO REPLACE BM W 73.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1678 ***********************************************************************
 KX1678  DESIGNATION -  5
 KX1678  PID         -  KX1678
 KX1678  STATE/COUNTY-  PA/BLAIR
 KX1678  USGS QUAD   -  HOLLIDAYSBURG (1981)
 KX1678
 KX1678                         *CURRENT SURVEY CONTROL
 KX1678  ___________________________________________________________________
 KX1678* NAD 83(1986)-  40 25 39.     (N)    078 23 54.     (W)     SCALED    
 KX1678* NAVD 88     -       291.552  (meters)     956.53   (feet)  ADJUSTED  
 KX1678  ___________________________________________________________________
 KX1678  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KX1678  DYNAMIC HT  -         291.399 (meters)     956.03  (feet)  COMP
 KX1678  MODELED GRAV-     980,093.2   (mgal)                       NAVD 88
 KX1678
 KX1678  VERT ORDER  -  SECOND    CLASS 0
 KX1678
 KX1678.The horizontal coordinates were scaled from a topographic map and have
 KX1678.an estimated accuracy of +/- 6 seconds.
 KX1678
 KX1678.The orthometric height was determined by differential leveling
 KX1678.and adjusted by the National Geodetic Survey in June 1991..
 KX1678
 KX1678.The geoid height was determined by GEOID03.
 KX1678
 KX1678.The dynamic height is computed by dividing the NAVD 88
 KX1678.geopotential number by the normal gravity value computed on the
 KX1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1678.degrees latitude (g = 980.6199 gals.).
 KX1678
 KX1678.The modeled gravity was interpolated from observed gravity values.
 KX1678
 KX1678;                    North         East    Units  Estimated Accuracy
 KX1678;SPC PA S     -   121,690.      544,990.      MT  (+/- 180 meters Scaled)
 KX1678
 KX1678                          SUPERSEDED SURVEY CONTROL
 KX1678
 KX1678  NGVD 29 (??/??/92)  291.719  (m)          957.08   (f) ADJ UNCH    2 0
 KX1678
 KX1678.Superseded values are not recommended for survey control.
 KX1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1678.See file dsdata.txt to determine how the superseded data were derived.
 KX1678
 KX1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE206784(NAD 83)
 KX1678_MARKER: Q = CHISELED SQUARE
 KX1678_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1678_SP_SET: WINDOW SILL
 KX1678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1678
 KX1678  HISTORY     - Date     Condition        Report By
 KX1678  HISTORY     - UNK      MONUMENTED       PRR
 KX1678  HISTORY     - 1966     GOOD             NGS
 KX1678
 KX1678                          STATION DESCRIPTION
 KX1678
 KX1678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX1678'AT HOLLIDAYSBURG.
 KX1678'AT HOLLIDAYSBURG, BLAIR COUNTY, 21 FEET EAST OF THE SOUTHWEST
 KX1678'CORNER OF THE PENNSYLVANIA RAILROAD STATION, AT THE SOUTH SIDE
 KX1678'OF THE STATION, ON THE TOP OF THE WINDOW SILL, 21 FEET NORTH
 KX1678'OF THE CENTER LINE OF THE MAIN TRACK, AND ABOUT 3 FEET ABOVE
 KX1678'THE WALK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0402 ***********************************************************************
 KX0402  DESIGNATION -  5
 KX0402  PID         -  KX0402
 KX0402  STATE/COUNTY-  PA/BLAIR
 KX0402  USGS QUAD   -  CRESSON (1984)
 KX0402
 KX0402                         *CURRENT SURVEY CONTROL
 KX0402  ___________________________________________________________________
 KX0402* NAD 83(1986)-  40 28 45.     (N)    078 32 16.     (W)     SCALED    
 KX0402* NAVD 88     -       648.125  (meters)    2126.39   (feet)  ADJUSTED  
 KX0402  ___________________________________________________________________
 KX0402  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KX0402  DYNAMIC HT  -         647.759 (meters)    2125.19  (feet)  COMP
 KX0402  MODELED GRAV-     980,039.4   (mgal)                       NAVD 88
 KX0402
 KX0402  VERT ORDER  -  FIRST     CLASS II
 KX0402
 KX0402.The horizontal coordinates were scaled from a topographic map and have
 KX0402.an estimated accuracy of +/- 6 seconds.
 KX0402
 KX0402.The orthometric height was determined by differential leveling
 KX0402.and adjusted by the National Geodetic Survey in June 1991..
 KX0402.WARNING-Repeat measurements at this control monument indicate possible
 KX0402.vertical movement.
 KX0402
 KX0402.The geoid height was determined by GEOID03.
 KX0402
 KX0402.The dynamic height is computed by dividing the NAVD 88
 KX0402.geopotential number by the normal gravity value computed on the
 KX0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0402.degrees latitude (g = 980.6199 gals.).
 KX0402
 KX0402.The modeled gravity was interpolated from observed gravity values.
 KX0402
 KX0402;                    North         East    Units  Estimated Accuracy
 KX0402;SPC PA S     -   127,530.      533,210.      MT  (+/- 180 meters Scaled)
 KX0402
 KX0402                          SUPERSEDED SURVEY CONTROL
 KX0402
 KX0402  NGVD 29 (??/??/92)  648.26   (m)         2126.8    (f) COMPUTED    1 2
 KX0402
 KX0402.Superseded values are not recommended for survey control.
 KX0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0402.See file dsdata.txt to determine how the superseded data were derived.
 KX0402
 KX0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE087838(NAD 83)
 KX0402_MARKER: B = BOLT
 KX0402_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0402_SP_SET: TUNNEL SHELF
 KX0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0402
 KX0402  HISTORY     - Date     Condition        Report By
 KX0402  HISTORY     - UNK      MONUMENTED       PRR
 KX0402  HISTORY     - 1966     MARK NOT FOUND   NGS
 KX0402
 KX0402                          STATION DESCRIPTION
 KX0402
 KX0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0402'0.8 MI E FROM GALLITZIN.
 KX0402'IN BLAIR COUNTY, 0.8 MILE EAST ALONG THE PENNSYLVANIA RAILROAD
 KX0402'FROM GALLITZIN, CAMBRIA COUNTY, IN THE EASTFACE OF TUNNEL NO.
 KX0402'3, IN A SMALL PROTRUDING SHELF, 9 FEET NORTH OF THE NORTH RAIL,
 KX0402'AND 0.5 FOOT BELOW THE TOP OF THE RAIL.  A COPPER BOLT, NEAR THE
 KX0402'CHISELED LETTERS BM 1888.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1437 ***********************************************************************
 MA1437  DESIGNATION -  5 07
 MA1437  PID         -  MA1437
 MA1437  STATE/COUNTY-  PA/VENANGO
 MA1437  USGS QUAD   -  OIL CITY (1977)
 MA1437
 MA1437                         *CURRENT SURVEY CONTROL
 MA1437  ___________________________________________________________________
 MA1437* NAD 83(1986)-  41 24 44.     (N)    079 41 44.     (W)     SCALED    
 MA1437* NAVD 88     -       336.624  (meters)    1104.41   (feet)  ADJUSTED  
 MA1437  ___________________________________________________________________
 MA1437  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 MA1437  DYNAMIC HT  -         336.476 (meters)    1103.92  (feet)  COMP
 MA1437  MODELED GRAV-     980,173.9   (mgal)                       NAVD 88
 MA1437
 MA1437  VERT ORDER  -  SECOND    CLASS 0
 MA1437
 MA1437.The horizontal coordinates were scaled from a topographic map and have
 MA1437.an estimated accuracy of +/- 6 seconds.
 MA1437
 MA1437.The orthometric height was determined by differential leveling
 MA1437.and adjusted by the National Geodetic Survey in June 1991..
 MA1437
 MA1437.The geoid height was determined by GEOID03.
 MA1437
 MA1437.The dynamic height is computed by dividing the NAVD 88
 MA1437.geopotential number by the normal gravity value computed on the
 MA1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1437.degrees latitude (g = 980.6199 gals.).
 MA1437
 MA1437.The modeled gravity was interpolated from observed gravity values.
 MA1437
 MA1437;                    North         East    Units  Estimated Accuracy
 MA1437;SPC PA N     -   140,150.      437,360.      MT  (+/- 180 meters Scaled)
 MA1437
 MA1437                          SUPERSEDED SURVEY CONTROL
 MA1437
 MA1437  NGVD 29 (??/??/92)  336.802  (m)         1104.99   (f) ADJ UNCH    2 0
 MA1437
 MA1437.Superseded values are not recommended for survey control.
 MA1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1437.See file dsdata.txt to determine how the superseded data were derived.
 MA1437
 MA1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF090853(NAD 83)
 MA1437_MARKER: DD = SURVEY DISK
 MA1437_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1437_SP_SET: BRIDGE
 MA1437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1437
 MA1437  HISTORY     - Date     Condition        Report By
 MA1437  HISTORY     - UNK      MONUMENTED       PADH
 MA1437  HISTORY     - 1935     GOOD             NGS
 MA1437
 MA1437                          STATION DESCRIPTION
 MA1437
 MA1437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1437'0.7 MI SE FROM OIL CITY.
 MA1437'ABOUT 0.7 MILE SOUTHEAST ALONG U.S. HIGHWAY 62 FROM THE CITY-LIMIT
 MA1437'AT OIL CITY, VENANGO COUNTY, AT STATION 5-07+00, AT A 25-FOOT
 MA1437'CONCRETE BRIDGE OVER SAGE RUN, IN THE TOP OF THE NORTHWEST
 MA1437'WING WALL, 13 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 MA1437'AND ABOUT 1 FOOT LOWER THAN THE ROADWAY.  A PENNSYLVANIA
 MA1437'DEPARTMENT OF HIGHWAYS STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1438 ***********************************************************************
 MA1438  DESIGNATION -  5 59
 MA1438  PID         -  MA1438
 MA1438  STATE/COUNTY-  PA/VENANGO
 MA1438  USGS QUAD   -  OIL CITY (1977)
 MA1438
 MA1438                         *CURRENT SURVEY CONTROL
 MA1438  ___________________________________________________________________
 MA1438* NAD 83(1986)-  41 24 22.     (N)    079 40 51.     (W)     SCALED    
 MA1438* NAVD 88     -       371.674  (meters)    1219.40   (feet)  ADJUSTED  
 MA1438  ___________________________________________________________________
 MA1438  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 MA1438  DYNAMIC HT  -         371.509 (meters)    1218.86  (feet)  COMP
 MA1438  MODELED GRAV-     980,167.9   (mgal)                       NAVD 88
 MA1438
 MA1438  VERT ORDER  -  SECOND    CLASS 0
 MA1438
 MA1438.The horizontal coordinates were scaled from a topographic map and have
 MA1438.an estimated accuracy of +/- 6 seconds.
 MA1438
 MA1438.The orthometric height was determined by differential leveling
 MA1438.and adjusted by the National Geodetic Survey in June 1991..
 MA1438
 MA1438.The geoid height was determined by GEOID03.
 MA1438
 MA1438.The dynamic height is computed by dividing the NAVD 88
 MA1438.geopotential number by the normal gravity value computed on the
 MA1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1438.degrees latitude (g = 980.6199 gals.).
 MA1438
 MA1438.The modeled gravity was interpolated from observed gravity values.
 MA1438
 MA1438;                    North         East    Units  Estimated Accuracy
 MA1438;SPC PA N     -   139,450.      438,570.      MT  (+/- 180 meters Scaled)
 MA1438
 MA1438                          SUPERSEDED SURVEY CONTROL
 MA1438
 MA1438  NGVD 29 (??/??/92)  371.849  (m)         1219.97   (f) ADJ UNCH    2 0
 MA1438
 MA1438.Superseded values are not recommended for survey control.
 MA1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1438.See file dsdata.txt to determine how the superseded data were derived.
 MA1438
 MA1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF102846(NAD 83)
 MA1438_MARKER: DD = SURVEY DISK
 MA1438_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1438_SP_SET: BRIDGE
 MA1438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1438
 MA1438  HISTORY     - Date     Condition        Report By
 MA1438  HISTORY     - UNK      MONUMENTED       PADH
 MA1438  HISTORY     - 1935     GOOD             NGS
 MA1438
 MA1438                          STATION DESCRIPTION
 MA1438
 MA1438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1438'1.7 MI SE FROM OIL CITY.
 MA1438'ABOUT 1.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 62 FROM THE
 MA1438'CITY-LIMIT AT OIL CITY, VENANGO COUNTY, AT STATION 5-59+08, AT
 MA1438'A 10-FOOT CONCRETE BRIDGE OVER A STREAM, IN THE TOP OF THE
 MA1438'SOUTHWEST CONCRETE WING WALL, 12 FEET SOUTH OF THE CENTER LINE
 MA1438'OF THE HIGHWAY, AND ABOUT LEVEL WITH THE ROADWAY.  A PENNSYLVANIA
 MA1438'DEPARTMENT OF HIGHWAYS STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1439 ***********************************************************************
 MA1439  DESIGNATION -  5 68
 MA1439  PID         -  MA1439
 MA1439  STATE/COUNTY-  PA/VENANGO
 MA1439  USGS QUAD   -  OIL CITY (1977)
 MA1439
 MA1439                         *CURRENT SURVEY CONTROL
 MA1439  ___________________________________________________________________
 MA1439* NAD 83(1986)-  41 24 25.     (N)    079 40 40.     (W)     SCALED    
 MA1439* NAVD 88     -       377.882  (meters)    1239.77   (feet)  ADJUSTED  
 MA1439  ___________________________________________________________________
 MA1439  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 MA1439  DYNAMIC HT  -         377.714 (meters)    1239.22  (feet)  COMP
 MA1439  MODELED GRAV-     980,167.7   (mgal)                       NAVD 88
 MA1439
 MA1439  VERT ORDER  -  SECOND    CLASS 0
 MA1439
 MA1439.The horizontal coordinates were scaled from a topographic map and have
 MA1439.an estimated accuracy of +/- 6 seconds.
 MA1439
 MA1439.The orthometric height was determined by differential leveling
 MA1439.and adjusted by the National Geodetic Survey in June 1991..
 MA1439
 MA1439.The geoid height was determined by GEOID03.
 MA1439
 MA1439.The dynamic height is computed by dividing the NAVD 88
 MA1439.geopotential number by the normal gravity value computed on the
 MA1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1439.degrees latitude (g = 980.6199 gals.).
 MA1439
 MA1439.The modeled gravity was interpolated from observed gravity values.
 MA1439
 MA1439;                    North         East    Units  Estimated Accuracy
 MA1439;SPC PA N     -   139,530.      438,830.      MT  (+/- 180 meters Scaled)
 MA1439
 MA1439                          SUPERSEDED SURVEY CONTROL
 MA1439
 MA1439  NGVD 29 (??/??/92)  378.057  (m)         1240.34   (f) ADJ UNCH    2 0
 MA1439
 MA1439.Superseded values are not recommended for survey control.
 MA1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1439.See file dsdata.txt to determine how the superseded data were derived.
 MA1439
 MA1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF105847(NAD 83)
 MA1439_MARKER: DD = SURVEY DISK
 MA1439_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1439_SP_SET: CULVERT
 MA1439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1439
 MA1439  HISTORY     - Date     Condition        Report By
 MA1439  HISTORY     - UNK      MONUMENTED       PADH
 MA1439  HISTORY     - 1935     GOOD             NGS
 MA1439
 MA1439                          STATION DESCRIPTION
 MA1439
 MA1439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1439'1.9 MI SE FROM OIL CITY.
 MA1439'ABOUT 1.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 62 FROM THE
 MA1439'CITY-LIMIT AT OIL CITY, VENANGO COUNTY, AT STATION 568+09, AT
 MA1439'A 6-FOOT CONCRETE CULVERT OVER A STREAM, IN THE TOP OF THE
 MA1439'SOUTHWEST WING WALL, 13 FEET SOUTH OF THE CENTER LINE OF THE
 MA1439'HIGHWAY, AND ABOUT 6 INCHES LOWER THAN THE ROADWAY.  A
 MA1439'PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1158 ***********************************************************************
 MA1158  DESIGNATION -  5 95+61
 MA1158  PID         -  MA1158
 MA1158  STATE/COUNTY-  PA/CLARION
 MA1158  USGS QUAD   -  TIONESTA (1973)
 MA1158
 MA1158                         *CURRENT SURVEY CONTROL
 MA1158  ___________________________________________________________________
 MA1158* NAD 83(1986)-  41 22 43.     (N)    079 22 37.     (W)     SCALED    
 MA1158* NAVD 88     -       483.308  (meters)    1585.65   (feet)  ADJUSTED  
 MA1158  ___________________________________________________________________
 MA1158  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 MA1158  DYNAMIC HT  -         483.085 (meters)    1584.92  (feet)  COMP
 MA1158  MODELED GRAV-     980,148.3   (mgal)                       NAVD 88
 MA1158
 MA1158  VERT ORDER  -  SECOND    CLASS 0
 MA1158
 MA1158.The horizontal coordinates were scaled from a topographic map and have
 MA1158.an estimated accuracy of +/- 6 seconds.
 MA1158
 MA1158.The orthometric height was determined by differential leveling
 MA1158.and adjusted by the National Geodetic Survey in June 1991..
 MA1158
 MA1158.The geoid height was determined by GEOID03.
 MA1158
 MA1158.The dynamic height is computed by dividing the NAVD 88
 MA1158.geopotential number by the normal gravity value computed on the
 MA1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1158.degrees latitude (g = 980.6199 gals.).
 MA1158
 MA1158.The modeled gravity was interpolated from observed gravity values.
 MA1158
 MA1158;                    North         East    Units  Estimated Accuracy
 MA1158;SPC PA N     -   135,870.      463,920.      MT  (+/- 180 meters Scaled)
 MA1158
 MA1158                          SUPERSEDED SURVEY CONTROL
 MA1158
 MA1158  NGVD 29 (??/??/92)  483.460  (m)         1586.15   (f) ADJ UNCH    2 0
 MA1158
 MA1158.Superseded values are not recommended for survey control.
 MA1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1158.See file dsdata.txt to determine how the superseded data were derived.
 MA1158
 MA1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF357820(NAD 83)
 MA1158_MARKER: DD = SURVEY DISK
 MA1158_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1158_SP_SET: BRIDGE
 MA1158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1158
 MA1158  HISTORY     - Date     Condition        Report By
 MA1158  HISTORY     - UNK      MONUMENTED       PADH
 MA1158  HISTORY     - 1935     GOOD             NGS
 MA1158
 MA1158                          STATION DESCRIPTION
 MA1158
 MA1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1158'AT LICKINGVILLE.
 MA1158'AT LICKINGVILLE, CLARION COUNTY, ABOUT 390 FEET WEST OF THE
 MA1158'JUNCTION OF STATE HIGHWAYS 66 AND 36, AT STATION 5-95+61, AT
 MA1158'A 6-FOOT CONCRETE-SLAB BRIDGE OVER A STREAM, IN THE TOP OF THE
 MA1158'NORTHEAST CORNER OF THE SOUTHWEST WING WALL, 16 FEET SOUTH OF
 MA1158'THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH ROADWAY.  A
 MA1158'PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1479 ***********************************************************************
 LY1479  DESIGNATION -  5 B
 LY1479  PID         -  LY1479
 LY1479  STATE/COUNTY-  PA/LUZERNE
 LY1479  USGS QUAD   -  FREELAND (1984)
 LY1479
 LY1479                         *CURRENT SURVEY CONTROL
 LY1479  ___________________________________________________________________
 LY1479* NAD 83(1986)-  41 04 36.     (N)    075 57 33.     (W)     SCALED    
 LY1479* NAVD 88     -       497.213  (meters)    1631.27   (feet)  ADJUSTED  
 LY1479  ___________________________________________________________________
 LY1479  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 LY1479  DYNAMIC HT  -         496.995 (meters)    1630.56  (feet)  COMP
 LY1479  MODELED GRAV-     980,168.5   (mgal)                       NAVD 88
 LY1479
 LY1479  VERT ORDER  -  SECOND    CLASS 0
 LY1479
 LY1479.The horizontal coordinates were scaled from a topographic map and have
 LY1479.an estimated accuracy of +/- 6 seconds.
 LY1479
 LY1479.The orthometric height was determined by differential leveling
 LY1479.and adjusted by the National Geodetic Survey in June 1991..
 LY1479
 LY1479.The geoid height was determined by GEOID03.
 LY1479
 LY1479.The dynamic height is computed by dividing the NAVD 88
 LY1479.geopotential number by the normal gravity value computed on the
 LY1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1479.degrees latitude (g = 980.6199 gals.).
 LY1479
 LY1479.The modeled gravity was interpolated from observed gravity values.
 LY1479
 LY1479;                    North         East    Units  Estimated Accuracy
 LY1479;SPC PA N     -   102,620.      750,480.      MT  (+/- 180 meters Scaled)
 LY1479
 LY1479                          SUPERSEDED SURVEY CONTROL
 LY1479
 LY1479  NGVD 29 (??/??/92)  497.412  (m)         1631.93   (f) ADJ UNCH    2 0
 LY1479
 LY1479.Superseded values are not recommended for survey control.
 LY1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1479.See file dsdata.txt to determine how the superseded data were derived.
 LY1479
 LY1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL194477(NAD 83)
 LY1479_MARKER: DD = SURVEY DISK
 LY1479_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1479_SP_SET: BRIDGE
 LY1479_STAMPING: 5B USGS 1942
 LY1479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1479
 LY1479  HISTORY     - Date     Condition        Report By
 LY1479  HISTORY     - 1942     MONUMENTED       USGS
 LY1479  HISTORY     - 1959     GOOD             NGS
 LY1479
 LY1479                          STATION DESCRIPTION
 LY1479
 LY1479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LY1479'4 MI SW FROM ALBERT.
 LY1479'4.05 MILE SOUTH WEST ALONG THE BLACKTOP ROAD FROM THE WRIGHT
 LY1479'TWP. FIRE DEPT. BLDG., SET IN TOP AND 2 FEET EAST OF THE WEST
 LY1479'EDGE OF AN ABANDONED BRIDGE ABUTMENT, 1 1/2 FEET SOUTH OF THE
 LY1479'NORTH SIDE OF ABUTMENT ABOUT 30 FEET SOUTH OF THE CENTERLINE
 LY1479'OF BLACKTOP ROAD, 20 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0475 ***********************************************************************
 KX0475  DESIGNATION -  5 B
 KX0475  PID         -  KX0475
 KX0475  STATE/COUNTY-  PA/CAMBRIA
 KX0475  USGS QUAD   -  JOHNSTOWN (1981)
 KX0475
 KX0475                         *CURRENT SURVEY CONTROL
 KX0475  ___________________________________________________________________
 KX0475* NAD 83(1986)-  40 19 34.     (N)    078 55 20.     (W)     SCALED    
 KX0475* NAVD 88     -       354.363  (meters)    1162.61   (feet)  ADJUSTED  
 KX0475  ___________________________________________________________________
 KX0475  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KX0475  DYNAMIC HT  -         354.174 (meters)    1161.99  (feet)  COMP
 KX0475  MODELED GRAV-     980,082.2   (mgal)                       NAVD 88
 KX0475
 KX0475  VERT ORDER  -  FIRST     CLASS I
 KX0475
 KX0475.The horizontal coordinates were scaled from a topographic map and have
 KX0475.an estimated accuracy of +/- 6 seconds.
 KX0475
 KX0475.The orthometric height was determined by differential leveling
 KX0475.and adjusted by the National Geodetic Survey in June 1991..
 KX0475
 KX0475.The geoid height was determined by GEOID03.
 KX0475
 KX0475.The dynamic height is computed by dividing the NAVD 88
 KX0475.geopotential number by the normal gravity value computed on the
 KX0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0475.degrees latitude (g = 980.6199 gals.).
 KX0475
 KX0475.The modeled gravity was interpolated from observed gravity values.
 KX0475
 KX0475;                    North         East    Units  Estimated Accuracy
 KX0475;SPC PA S     -   110,890.      500,380.      MT  (+/- 180 meters Scaled)
 KX0475
 KX0475                          SUPERSEDED SURVEY CONTROL
 KX0475
 KX0475  NGVD 29 (??/??/92)  354.536  (m)         1163.17   (f) ADJ UNCH    1 1
 KX0475
 KX0475.Superseded values are not recommended for survey control.
 KX0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0475.See file dsdata.txt to determine how the superseded data were derived.
 KX0475
 KX0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE765660(NAD 83)
 KX0475_MARKER: Z = SEE DESCRIPTION
 KX0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0475+STABILITY: SURFACE MOTION
 KX0475
 KX0475  HISTORY     - Date     Condition        Report By
 KX0475  HISTORY     - UNK      MONUMENTED       PA4010
 KX0475  HISTORY     - 1966     GOOD             NGS
 KX0475  HISTORY     - 1973     GOOD             PA4010
 KX0475
 KX0475                          STATION DESCRIPTION
 KX0475
 KX0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0475'AT JOHNSTOWN.
 KX0475'AT JOHNSTOWN, ABOUT 0.15 MILE SOUTHWEST ALONG WALNUT STREET
 KX0475'FROM THE PENNSYLVANIA RAILROAD STATION, AT THE INTERSECTION OF
 KX0475'WALNUT AND LINCOLN STREET, 6.6 FEET NORTHWEST OF THE NORTHWEST
 KX0475'CURB OF WALNUT STREET, 5.8 FEET NORTHEAST OF THE NORTHEAST
 KX0475'CURB OF LINCOLN STREET, 5 FEET SOUTH OF THE SOUTH CORNER OF
 KX0475'THE BRICK BUILDING OCCUPIED BY LEPPERT CHIROPRATIC CLINIC, SET
 KX0475'IN THE TOP OF A CONCRETE POST FLUSH WITH THE SIDEWALK.
 KX0475
 KX0475                          STATION RECOVERY (1973)
 KX0475
 KX0475'RECOVERY NOTE BY CITY OF JOHNSTOWN PENNSYLVANIA 1973
 KX0475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0600 ***********************************************************************
 KY0600  DESIGNATION -  5 BR
 KY0600  PID         -  KY0600
 KY0600  STATE/COUNTY-  PA/WASHINGTON
 KY0600  USGS QUAD   -  WEST MIDDLETOWN (1977)
 KY0600
 KY0600                         *CURRENT SURVEY CONTROL
 KY0600  ___________________________________________________________________
 KY0600* NAD 83(1986)-  40 08 15.     (N)    080 29 46.     (W)     SCALED    
 KY0600* NAVD 88     -       393.509  (meters)    1291.04   (feet)  ADJUSTED  
 KY0600  ___________________________________________________________________
 KY0600  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KY0600  DYNAMIC HT  -         393.290 (meters)    1290.32  (feet)  COMP
 KY0600  MODELED GRAV-     980,057.9   (mgal)                       NAVD 88
 KY0600
 KY0600  VERT ORDER  -  SECOND    CLASS 0
 KY0600
 KY0600.The horizontal coordinates were scaled from a topographic map and have
 KY0600.an estimated accuracy of +/- 6 seconds.
 KY0600
 KY0600.The orthometric height was determined by differential leveling
 KY0600.and adjusted by the National Geodetic Survey in June 1991..
 KY0600
 KY0600.The geoid height was determined by GEOID03.
 KY0600
 KY0600.The dynamic height is computed by dividing the NAVD 88
 KY0600.geopotential number by the normal gravity value computed on the
 KY0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0600.degrees latitude (g = 980.6199 gals.).
 KY0600
 KY0600.The modeled gravity was interpolated from observed gravity values.
 KY0600
 KY0600;                    North         East    Units  Estimated Accuracy
 KY0600;SPC PA S     -    92,930.      366,010.      MT  (+/- 180 meters Scaled)
 KY0600
 KY0600                          SUPERSEDED SURVEY CONTROL
 KY0600
 KY0600  NGVD 29 (??/??/92)  393.661  (m)         1291.54   (f) ADJ UNCH    2 0
 KY0600
 KY0600.Superseded values are not recommended for survey control.
 KY0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0600.See file dsdata.txt to determine how the superseded data were derived.
 KY0600
 KY0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE429431(NAD 83)
 KY0600_MARKER: DD = SURVEY DISK
 KY0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0600_STAMPING: 1291 TT 5 BR 1952
 KY0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0600+STABILITY: SURFACE MOTION
 KY0600
 KY0600  HISTORY     - Date     Condition        Report By
 KY0600  HISTORY     - 1952     MONUMENTED       CGS
 KY0600  HISTORY     - 1957     GOOD             NGS
 KY0600
 KY0600                          STATION DESCRIPTION
 KY0600
 KY0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0600'2.6 MI NE FROM WEST ALEXANDER.
 KY0600'ABOUT 2.55 MILES NORTHEAST ALONG AN ASPHALT ROAD LEADING TO
 KY0600'AVELLA VIA DUNSFORT FROM THE JUNCTION OF U.S. HIGHWAY 40 AT
 KY0600'WEST ALEXANDER, 19 FEET WEST OF THE CENTER LINE OF THE ASPHALT ROAD
 KY0600'AND THE CENTER OF A Y JUNCTION OF A GRAVEL ROAD LEADING NORTHEAST
 KY0600'AND UPHILL, 69 FEET SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM A
 KY0600'CHISELED SQUARE ON TOP OF A STONE MASONRY HEADWALL OF A 12 INCH
 KY0600'PIPE CULVERT UNDER THE ASPHALT ROAD, 78 YARDS SOUTHWEST OF A
 KY0600'SCHOOL HOUSE NOW CONVERTED INTO A DWELLING, 2 1/2 FEET WEST OF
 KY0600'A PASTURE FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, 1
 KY0600'FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 KY0600'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1536 ***********************************************************************
 LY1536  DESIGNATION -  5 JNP
 LY1536  PID         -  LY1536
 LY1536  STATE/COUNTY-  PA/LUZERNE
 LY1536  USGS QUAD   -  FREELAND (1984)
 LY1536
 LY1536                         *CURRENT SURVEY CONTROL
 LY1536  ___________________________________________________________________
 LY1536* NAD 83(1986)-  41 05 30.     (N)    075 52 55.     (W)     SCALED    
 LY1536* NAVD 88     -       351.478  (meters)    1153.14   (feet)  ADJUSTED  
 LY1536  ___________________________________________________________________
 LY1536  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 LY1536  DYNAMIC HT  -         351.316 (meters)    1152.61  (feet)  COMP
 LY1536  MODELED GRAV-     980,152.0   (mgal)                       NAVD 88
 LY1536
 LY1536  VERT ORDER  -  SECOND    CLASS 0
 LY1536
 LY1536.The horizontal coordinates were scaled from a topographic map and have
 LY1536.an estimated accuracy of +/- 6 seconds.
 LY1536
 LY1536.The orthometric height was determined by differential leveling
 LY1536.and adjusted by the National Geodetic Survey in June 1991..
 LY1536
 LY1536.The geoid height was determined by GEOID03.
 LY1536
 LY1536.The dynamic height is computed by dividing the NAVD 88
 LY1536.geopotential number by the normal gravity value computed on the
 LY1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1536.degrees latitude (g = 980.6199 gals.).
 LY1536
 LY1536.The modeled gravity was interpolated from observed gravity values.
 LY1536
 LY1536;                    North         East    Units  Estimated Accuracy
 LY1536;SPC PA N     -   104,420.      756,940.      MT  (+/- 180 meters Scaled)
 LY1536
 LY1536                          SUPERSEDED SURVEY CONTROL
 LY1536
 LY1536  NGVD 29 (??/??/92)  351.670  (m)         1153.77   (f) ADJ UNCH    2 0
 LY1536
 LY1536.Superseded values are not recommended for survey control.
 LY1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1536.See file dsdata.txt to determine how the superseded data were derived.
 LY1536
 LY1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL259493(NAD 83)
 LY1536_MARKER: DB = BENCH MARK DISK
 LY1536_SETTING: 66 = SET IN ROCK OUTCROP
 LY1536_SP_SET: ROCK CUT
 LY1536_STAMPING: 5 JNP 1154 1942
 LY1536_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY1536+STABILITY: POSITION/ELEVATION WELL
 LY1536
 LY1536  HISTORY     - Date     Condition        Report By
 LY1536  HISTORY     - 1942     MONUMENTED       USGS
 LY1536  HISTORY     - 1959     GOOD             NGS
 LY1536
 LY1536                          STATION DESCRIPTION
 LY1536
 LY1536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LY1536'7.4 MI NW FROM WHITE HAVEN.
 LY1536'4.75 MILES NORTH ALONG A BLACK TOP ROAD FROM THE SCHOOL HOUSE
 LY1536'AT WHITE HAVEN, THENCE 2.65 MILES WEST ALONG A BLACK TOP ROAD,
 LY1536'AT A GRAVEL ROADCROSSING, IN THE CORNER, EAST, OF THE YARD OF
 LY1536'A TWO-STORY FRAME HOUSE, 35 FEET EAST OF THE CORNER OF THE
 LY1536'HOUSE PORCH, 30 FEET NORTH WEST OF THE CENTERLINE OF THE BLACK
 LY1536'TOP ROAD, 30 FEET SOUTH WEST OF THE CENTERLINE OF THE GRAVEL
 LY1536'ROAD, DRILLED IN A ROCK WHICH HAS VERY LITTLE EXPOSURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0871 ***********************************************************************
 KW0871  DESIGNATION -  5 PRR
 KW0871  PID         -  KW0871
 KW0871  STATE/COUNTY-  PA/DAUPHIN
 KW0871  USGS QUAD   -  HARRISBURG WEST (1987)
 KW0871
 KW0871                         *CURRENT SURVEY CONTROL
 KW0871  ___________________________________________________________________
 KW0871* NAD 83(1986)-  40 20 07.     (N)    076 54 16.     (W)     SCALED    
 KW0871* NAVD 88     -       106.975  (meters)     350.97   (feet)  ADJUSTED  
 KW0871  ___________________________________________________________________
 KW0871  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 KW0871  DYNAMIC HT  -         106.922 (meters)     350.79  (feet)  COMP
 KW0871  MODELED GRAV-     980,133.5   (mgal)                       NAVD 88
 KW0871
 KW0871  VERT ORDER  -  FIRST     CLASS II
 KW0871
 KW0871.The horizontal coordinates were scaled from a topographic map and have
 KW0871.an estimated accuracy of +/- 6 seconds.
 KW0871
 KW0871.The orthometric height was determined by differential leveling
 KW0871.and adjusted by the National Geodetic Survey in June 1991..
 KW0871.WARNING-Repeat measurements at this control monument indicate possible
 KW0871.vertical movement.
 KW0871
 KW0871.The geoid height was determined by GEOID03.
 KW0871
 KW0871.The dynamic height is computed by dividing the NAVD 88
 KW0871.geopotential number by the normal gravity value computed on the
 KW0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0871.degrees latitude (g = 980.6199 gals.).
 KW0871
 KW0871.The modeled gravity was interpolated from observed gravity values.
 KW0871
 KW0871;                    North         East    Units  Estimated Accuracy
 KW0871;SPC PA S     -   111,600.      671,850.      MT  (+/- 180 meters Scaled)
 KW0871
 KW0871                          SUPERSEDED SURVEY CONTROL
 KW0871
 KW0871  NGVD 29 (??/??/??)  107.191  (m)          351.68   (f) ADJUSTED    1 2
 KW0871
 KW0871.Superseded values are not recommended for survey control.
 KW0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0871.See file dsdata.txt to determine how the superseded data were derived.
 KW0871
 KW0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK382667(NAD 83)
 KW0871_MARKER: B = BOLT
 KW0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0871_SP_SET: STONE BASE
 KW0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0871+STABILITY: SURFACE MOTION
 KW0871
 KW0871  HISTORY     - Date     Condition        Report By
 KW0871  HISTORY     - UNK      MONUMENTED       PRR
 KW0871  HISTORY     - 1966     GOOD             CGS
 KW0871  HISTORY     - 20010108 MARK NOT FOUND   PADT
 KW0871
 KW0871                          STATION DESCRIPTION
 KW0871
 KW0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0871'5.2 MI N FROM HARRISBURG.
 KW0871'ABOUT 5.15 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW0871'STATION AT HARRISBURG, SET IN THE TOP AND NEAR THE EAST END
 KW0871'OF THE STONE BASE FOR THE SOUTH METAL GUARD RAIL OF THE ROCKVILLE
 KW0871'RAILROAD BRIDGE OVER THE SUSQUEHANNA RIVER, 73 1/2 FEET SOUTHWEST
 KW0871'AND ACROSS THREE SETS OF TRACKS FROM MILEPOST 110, 3.8 FEET
 KW0871'SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 2 1/2 FEET WEST
 KW0871'OF A 40 DEGREE ANGLE IN THE RETAINING WALL EXTENDING SOUTHEAST
 KW0871'FROM THE EAST STONE ABUTMENT OF THE BRIDGE, 2 FEET NORTH OF THE
 KW0871'GUARD RAIL, AND ABOUT LEVEL WITH THE TRACKS.
 KW0871
 KW0871                          STATION RECOVERY (2001)
 KW0871
 KW0871'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (SMM)
 KW0871'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0944 ***********************************************************************
 KW0944  DESIGNATION -  5 PRR
 KW0944  PID         -  KW0944
 KW0944  STATE/COUNTY-  PA/DAUPHIN
 KW0944  USGS QUAD   -  HARRISBURG WEST (1987)
 KW0944
 KW0944                         *CURRENT SURVEY CONTROL
 KW0944  ___________________________________________________________________
 KW0944* NAD 83(1986)-  40 22 03.     (N)    076 58 37.     (W)     SCALED    
 KW0944* NAVD 88     -       106.878  (meters)     350.65   (feet)  ADJUSTED  
 KW0944  ___________________________________________________________________
 KW0944  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 KW0944  DYNAMIC HT  -         106.825 (meters)     350.48  (feet)  COMP
 KW0944  MODELED GRAV-     980,128.4   (mgal)                       NAVD 88
 KW0944
 KW0944  VERT ORDER  -  FIRST     CLASS II
 KW0944
 KW0944.The horizontal coordinates were scaled from a topographic map and have
 KW0944.an estimated accuracy of +/- 6 seconds.
 KW0944
 KW0944.The orthometric height was determined by differential leveling
 KW0944.and adjusted by the National Geodetic Survey in June 1991..
 KW0944
 KW0944.The geoid height was determined by GEOID03.
 KW0944
 KW0944.The dynamic height is computed by dividing the NAVD 88
 KW0944.geopotential number by the normal gravity value computed on the
 KW0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0944.degrees latitude (g = 980.6199 gals.).
 KW0944
 KW0944.The modeled gravity was interpolated from observed gravity values.
 KW0944
 KW0944;                    North         East    Units  Estimated Accuracy
 KW0944;SPC PA S     -   115,120.      665,660.      MT  (+/- 180 meters Scaled)
 KW0944
 KW0944                          SUPERSEDED SURVEY CONTROL
 KW0944
 KW0944  NGVD 29 (??/??/??)  107.100  (m)          351.38   (f) ADJUSTED    1 2
 KW0944
 KW0944.Superseded values are not recommended for survey control.
 KW0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0944.See file dsdata.txt to determine how the superseded data were derived.
 KW0944
 KW0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK321704(NAD 83)
 KW0944_MARKER: B = BOLT
 KW0944_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0944_SP_SET: SANDSTONE LEDGE
 KW0944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0944
 KW0944  HISTORY     - Date     Condition        Report By
 KW0944  HISTORY     - UNK      MONUMENTED       PRR
 KW0944  HISTORY     - 1941     GOOD             CGS
 KW0944
 KW0944                          STATION DESCRIPTION
 KW0944
 KW0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW0944'2.7 MI NW FROM DAUPHIN.
 KW0944'ABOUT 2.7 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW0944'THE STATION AT DAUPHIN, DAUPHIN COUNTY, 79 FEET SOUTHEAST OF BLOCK
 KW0944'SIGNAL 960, 20.2 FEET SOUTH OF MILEPOST 96, AT A ROCK CUT, 11.1
 KW0944'FEET EAST OF THE EAST RAIL OF THE NORTH-BOUND TRACK, ABOUT 1
 KW0944'FOOT HIGHER THAN THE TRACK, AND IN A SANDSTONE LEDGE.  A COPPER
 KW0944'BOLT, MARKED BM NO 5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1403 ***********************************************************************
 KW1403  DESIGNATION -  5 PRR
 KW1403  PID         -  KW1403
 KW1403  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW1403  USGS QUAD   -  NORTHUMBERLAND (1994)
 KW1403
 KW1403                         *CURRENT SURVEY CONTROL
 KW1403  ___________________________________________________________________
 KW1403* NAD 83(1986)-  40 53 09.     (N)    076 47 41.     (W)     SCALED    
 KW1403* NAVD 88     -       138.203  (meters)     453.42   (feet)  ADJUSTED  
 KW1403  ___________________________________________________________________
 KW1403  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 KW1403  DYNAMIC HT  -         138.142 (meters)     453.22  (feet)  COMP
 KW1403  MODELED GRAV-     980,183.6   (mgal)                       NAVD 88
 KW1403
 KW1403  VERT ORDER  -  FIRST     CLASS II
 KW1403
 KW1403.The horizontal coordinates were scaled from a topographic map and have
 KW1403.an estimated accuracy of +/- 6 seconds.
 KW1403
 KW1403.The orthometric height was determined by differential leveling
 KW1403.and adjusted by the National Geodetic Survey in June 1991..
 KW1403
 KW1403.The geoid height was determined by GEOID03.
 KW1403
 KW1403.The dynamic height is computed by dividing the NAVD 88
 KW1403.geopotential number by the normal gravity value computed on the
 KW1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1403.degrees latitude (g = 980.6199 gals.).
 KW1403
 KW1403.The modeled gravity was interpolated from observed gravity values.
 KW1403
 KW1403;                    North         East    Units  Estimated Accuracy
 KW1403;SPC PA N     -    80,310.      680,510.      MT  (+/- 180 meters Scaled)
 KW1403
 KW1403                          SUPERSEDED SURVEY CONTROL
 KW1403
 KW1403  NGVD 29 (??/??/??)  138.436  (m)          454.19   (f) ADJUSTED    1 2
 KW1403
 KW1403.Superseded values are not recommended for survey control.
 KW1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1403.See file dsdata.txt to determine how the superseded data were derived.
 KW1403
 KW1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL487276(NAD 83)
 KW1403_MARKER: B = BOLT
 KW1403_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1403_SP_SET: ABUTMENT
 KW1403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1403
 KW1403  HISTORY     - Date     Condition        Report By
 KW1403  HISTORY     - UNK      MONUMENTED       PRR
 KW1403  HISTORY     - 1941     GOOD             CGS
 KW1403
 KW1403                          STATION DESCRIPTION
 KW1403
 KW1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1403'AT NORTHUMBERLAND.
 KW1403'AT NORTHUMBERLAND, ON THE PENNSYLVANIA RAILROAD, IN THE NORTHWEST
 KW1403'ABUTMENT OF THE BRIDGE OVER THE SUSQUEHANNA RIVER, 13.1 FEET
 KW1403'SOUTHWEST OF THE SOUTHWEST RAIL OF THE NORTHEAST TRACK AND
 KW1403'ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1869 ***********************************************************************
 KV1869  DESIGNATION -  5 PRR
 KV1869  PID         -  KV1869
 KV1869  STATE/COUNTY-  PA/CHESTER
 KV1869  USGS QUAD   -  VALLEY FORGE (1992)
 KV1869
 KV1869                         *CURRENT SURVEY CONTROL
 KV1869  ___________________________________________________________________
 KV1869* NAD 83(1986)-  40 04 25.     (N)    075 24 35.     (W)     SCALED    
 KV1869* NAVD 88     -        67.112  (meters)     220.18   (feet)  ADJUSTED  
 KV1869  ___________________________________________________________________
 KV1869  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KV1869  DYNAMIC HT  -          67.080 (meters)     220.08  (feet)  COMP
 KV1869  MODELED GRAV-     980,152.4   (mgal)                       NAVD 88
 KV1869
 KV1869  VERT ORDER  -  SECOND    CLASS 0
 KV1869
 KV1869.The horizontal coordinates were scaled from a topographic map and have
 KV1869.an estimated accuracy of +/- 6 seconds.
 KV1869
 KV1869.The orthometric height was determined by differential leveling
 KV1869.and adjusted by the National Geodetic Survey in June 1991..
 KV1869
 KV1869.The geoid height was determined by GEOID03.
 KV1869
 KV1869.The dynamic height is computed by dividing the NAVD 88
 KV1869.geopotential number by the normal gravity value computed on the
 KV1869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1869.degrees latitude (g = 980.6199 gals.).
 KV1869
 KV1869.The modeled gravity was interpolated from observed gravity values.
 KV1869
 KV1869;                    North         East    Units  Estimated Accuracy
 KV1869;SPC PA S     -    84,840.      799,600.      MT  (+/- 180 meters Scaled)
 KV1869
 KV1869                          SUPERSEDED SURVEY CONTROL
 KV1869
 KV1869  NGVD 29 (??/??/??)   67.420  (m)          221.19   (f) ADJUSTED    2 0
 KV1869
 KV1869.Superseded values are not recommended for survey control.
 KV1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1869.See file dsdata.txt to determine how the superseded data were derived.
 KV1869
 KV1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK650360(NAD 83)
 KV1869_MARKER: B = BOLT
 KV1869_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1869_SP_SET: BACKWALL
 KV1869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1869
 KV1869  HISTORY     - Date     Condition        Report By
 KV1869  HISTORY     - UNK      MONUMENTED       PRR
 KV1869  HISTORY     - 1959     GOOD             CGS
 KV1869
 KV1869                          STATION DESCRIPTION
 KV1869
 KV1869'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KV1869'5.3 MI W FROM NORRISTOWN.
 KV1869'IN CHESTER COUNTY, 5.3 MILES WEST ALONG THE PENNSYLVANIA RAILROAD
 KV1869'FREIGHT LINE FROM THE CROSSING OF AN ELECTRIC RAILROAD AT
 KV1869'NORRISTOWN, MONTGOMERY COUNTY, AT BRIDGE 9.84 UNDER STRAFFORD
 KV1869'ROAD, AT THE SOUTH SIDE OF THE WEST ABUTMENT, AND IN THE CENTER
 KV1869'OF THE TOP OF THE BACK WALL.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3798 ***********************************************************************
 JV3798  DESIGNATION -  5 PRR
 JV3798  PID         -  JV3798
 JV3798  STATE/COUNTY-  PA/YORK
 JV3798  USGS QUAD   -  RED LION (1973)
 JV3798
 JV3798                         *CURRENT SURVEY CONTROL
 JV3798  ___________________________________________________________________
 JV3798* NAD 83(1986)-  39 59 54.     (N)    076 35 14.     (W)     SCALED    
 JV3798* NAVD 88     -       100.365  (meters)     329.28   (feet)  ADJUSTED  
 JV3798  ___________________________________________________________________
 JV3798  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JV3798  DYNAMIC HT  -         100.313 (meters)     329.11  (feet)  COMP
 JV3798  MODELED GRAV-     980,111.0   (mgal)                       NAVD 88
 JV3798
 JV3798  VERT ORDER  -  SECOND    CLASS 0
 JV3798
 JV3798.The horizontal coordinates were scaled from a topographic map and have
 JV3798.an estimated accuracy of +/- 6 seconds.
 JV3798
 JV3798.The orthometric height was determined by differential leveling
 JV3798.and adjusted by the National Geodetic Survey in June 1991..
 JV3798
 JV3798.The geoid height was determined by GEOID03.
 JV3798
 JV3798.The dynamic height is computed by dividing the NAVD 88
 JV3798.geopotential number by the normal gravity value computed on the
 JV3798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3798.degrees latitude (g = 980.6199 gals.).
 JV3798
 JV3798.The modeled gravity was interpolated from observed gravity values.
 JV3798
 JV3798;                    North         East    Units  Estimated Accuracy
 JV3798;SPC PA S     -    74,490.      699,290.      MT  (+/- 180 meters Scaled)
 JV3798
 JV3798                          SUPERSEDED SURVEY CONTROL
 JV3798
 JV3798  NGVD 29 (??/??/??)  100.620  (m)          330.12   (f) ADJUSTED    2 0
 JV3798
 JV3798.Superseded values are not recommended for survey control.
 JV3798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3798.See file dsdata.txt to determine how the superseded data were derived.
 JV3798
 JV3798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK645287(NAD 83)
 JV3798_MARKER: B = BOLT
 JV3798_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV3798_SP_SET: PARAPET
 JV3798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV3798
 JV3798  HISTORY     - Date     Condition        Report By
 JV3798  HISTORY     - UNK      MONUMENTED       PRR
 JV3798  HISTORY     - 1935     GOOD             NGS
 JV3798
 JV3798                          STATION DESCRIPTION
 JV3798
 JV3798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JV3798'4.1 MI W FROM WRIGHTSVILLE.
 JV3798'4.1 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JV3798'STATION AT WRIGHTSVILLE, 0.7 MILE SOUTH OF THE STATION AT
 JV3798'STONER, AT THE EAST END OF BRIDGE 5.28 OVER CREITZ CREEK, IN
 JV3798'THE TOP OF THE NORTHEAST CONCRETE PARAPET, AND 9 FEET NORTH OF
 JV3798'CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0134 ***********************************************************************
 MA0134  DESIGNATION -  50
 MA0134  PID         -  MA0134
 MA0134  STATE/COUNTY-  PA/CAMERON
 MA0134  USGS QUAD   -  RICH VALLEY (1971)
 MA0134
 MA0134                         *CURRENT SURVEY CONTROL
 MA0134  ___________________________________________________________________
 MA0134* NAD 83(1986)-  41 30 08.     (N)    078 15 35.     (W)     SCALED    
 MA0134* NAVD 88     -       323.251  (meters)    1060.53   (feet)  ADJUSTED  
 MA0134  ___________________________________________________________________
 MA0134  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 MA0134  DYNAMIC HT  -         323.108 (meters)    1060.06  (feet)  COMP
 MA0134  MODELED GRAV-     980,174.8   (mgal)                       NAVD 88
 MA0134
 MA0134  VERT ORDER  -  SECOND    CLASS 0
 MA0134
 MA0134.The horizontal coordinates were scaled from a topographic map and have
 MA0134.an estimated accuracy of +/- 6 seconds.
 MA0134
 MA0134.The orthometric height was determined by differential leveling
 MA0134.and adjusted by the National Geodetic Survey in June 1991..
 MA0134
 MA0134.The geoid height was determined by GEOID03.
 MA0134
 MA0134.The dynamic height is computed by dividing the NAVD 88
 MA0134.geopotential number by the normal gravity value computed on the
 MA0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0134.degrees latitude (g = 980.6199 gals.).
 MA0134
 MA0134.The modeled gravity was interpolated from observed gravity values.
 MA0134
 MA0134;                    North         East    Units  Estimated Accuracy
 MA0134;SPC PA N     -   148,440.      557,440.      MT  (+/- 180 meters Scaled)
 MA0134
 MA0134                          SUPERSEDED SURVEY CONTROL
 MA0134
 MA0134  NGVD 29 (??/??/92)  323.408  (m)         1061.05   (f) ADJ UNCH    2 0
 MA0134
 MA0134.Superseded values are not recommended for survey control.
 MA0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0134.See file dsdata.txt to determine how the superseded data were derived.
 MA0134
 MA0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF287981(NAD 83)
 MA0134_MARKER: Q = CHISELED SQUARE
 MA0134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0134_SP_SET: ABUTMENT
 MA0134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0134
 MA0134  HISTORY     - Date     Condition        Report By
 MA0134  HISTORY     - UNK      MONUMENTED       PRR
 MA0134  HISTORY     - 1934     GOOD             NGS
 MA0134
 MA0134                          STATION DESCRIPTION
 MA0134
 MA0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0134'1.3 MI W FROM EMPORIUM.
 MA0134'1.3 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM EMPORIUM,
 MA0134'CAMERON COUNTY, AT BRIDGE 147.82, ON THE TOP OF THE NORTH END
 MA0134'OF THE EAST STONE ABUTMENT, 12 FEET NORTH OF THE CENTER LINE OF
 MA0134'THE TRACK, AND ABOUT 5 FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0895 ***********************************************************************
 LZ0895  DESIGNATION -  50
 LZ0895  PID         -  LZ0895
 LZ0895  STATE/COUNTY-  PA/LYCOMING
 LZ0895  USGS QUAD   -  WILLIAMSPORT (1986)
 LZ0895
 LZ0895                         *CURRENT SURVEY CONTROL
 LZ0895  ___________________________________________________________________
 LZ0895* NAD 83(1986)-  41 14 11.     (N)    077 03 03.     (W)     SCALED    
 LZ0895* NAVD 88     -       161.477  (meters)     529.78   (feet)  ADJUSTED  
 LZ0895  ___________________________________________________________________
 LZ0895  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 LZ0895  DYNAMIC HT  -         161.407 (meters)     529.55  (feet)  COMP
 LZ0895  MODELED GRAV-     980,184.3   (mgal)                       NAVD 88
 LZ0895
 LZ0895  VERT ORDER  -  FIRST     CLASS II
 LZ0895
 LZ0895.The horizontal coordinates were scaled from a topographic map and have
 LZ0895.an estimated accuracy of +/- 6 seconds.
 LZ0895
 LZ0895.The orthometric height was determined by differential leveling
 LZ0895.and adjusted by the National Geodetic Survey in June 1991..
 LZ0895
 LZ0895.The geoid height was determined by GEOID03.
 LZ0895
 LZ0895.The dynamic height is computed by dividing the NAVD 88
 LZ0895.geopotential number by the normal gravity value computed on the
 LZ0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0895.degrees latitude (g = 980.6199 gals.).
 LZ0895
 LZ0895.The modeled gravity was interpolated from observed gravity values.
 LZ0895
 LZ0895;                    North         East    Units  Estimated Accuracy
 LZ0895;SPC PA N     -   119,030.      658,610.      MT  (+/- 180 meters Scaled)
 LZ0895
 LZ0895                          SUPERSEDED SURVEY CONTROL
 LZ0895
 LZ0895  NGVD 29 (??/??/92)  161.695  (m)          530.49   (f) ADJ UNCH    1 2
 LZ0895
 LZ0895.Superseded values are not recommended for survey control.
 LZ0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0895.See file dsdata.txt to determine how the superseded data were derived.
 LZ0895
 LZ0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL281670(NAD 83)
 LZ0895_MARKER: Z = SEE DESCRIPTION
 LZ0895_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0895_SP_SET: FOUNDATION
 LZ0895_STAMPING: B M 50
 LZ0895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0895
 LZ0895  HISTORY     - Date     Condition        Report By
 LZ0895  HISTORY     - UNK      MONUMENTED       PRR
 LZ0895  HISTORY     - 1934     GOOD             NGS
 LZ0895  HISTORY     - 1964     GOOD             NGS
 LZ0895
 LZ0895                          STATION DESCRIPTION
 LZ0895
 LZ0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0895'AT NEWBERRY.
 LZ0895'AT NEWBERRY, LYCOMING COUNTY, AT FIRE STATION 5, AT THE SOUTH
 LZ0895'FOUNDATION OF THE BUILDING, AND NORTH OF THE PENNSYLVANIA
 LZ0895'RAILROAD WEST-BOUND TRACK.  A CHISELED SHELF, MARKED B M 50.
 LZ0895
 LZ0895                          STATION RECOVERY (1964)
 LZ0895
 LZ0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LZ0895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0323 ***********************************************************************
 KX0323  DESIGNATION -  50
 KX0323  PID         -  KX0323
 KX0323  STATE/COUNTY-  PA/BEDFORD
 KX0323  USGS QUAD   -  ROARING SPRING (1987)
 KX0323
 KX0323                         *CURRENT SURVEY CONTROL
 KX0323  ___________________________________________________________________
 KX0323* NAD 83(1986)-  40 15 19.     (N)    078 29 36.     (W)     SCALED    
 KX0323* NAVD 88     -       376.642  (meters)    1235.70   (feet)  ADJUSTED  
 KX0323  ___________________________________________________________________
 KX0323  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KX0323  DYNAMIC HT  -         376.430 (meters)    1235.00  (feet)  COMP
 KX0323  MODELED GRAV-     980,053.5   (mgal)                       NAVD 88
 KX0323
 KX0323  VERT ORDER  -  SECOND    CLASS 0
 KX0323
 KX0323.The horizontal coordinates were scaled from a topographic map and have
 KX0323.an estimated accuracy of +/- 6 seconds.
 KX0323
 KX0323.The orthometric height was determined by differential leveling
 KX0323.and adjusted by the National Geodetic Survey in June 1991..
 KX0323
 KX0323.The geoid height was determined by GEOID03.
 KX0323
 KX0323.The dynamic height is computed by dividing the NAVD 88
 KX0323.geopotential number by the normal gravity value computed on the
 KX0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0323.degrees latitude (g = 980.6199 gals.).
 KX0323
 KX0323.The modeled gravity was interpolated from observed gravity values.
 KX0323
 KX0323;                    North         East    Units  Estimated Accuracy
 KX0323;SPC PA S     -   102,630.      536,760.      MT  (+/- 180 meters Scaled)
 KX0323
 KX0323                          SUPERSEDED SURVEY CONTROL
 KX0323
 KX0323  NGVD 29 (??/??/92)  376.782  (m)         1236.16   (f) ADJ UNCH    2 0
 KX0323
 KX0323.Superseded values are not recommended for survey control.
 KX0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0323.See file dsdata.txt to determine how the superseded data were derived.
 KX0323
 KX0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE131591(NAD 83)
 KX0323_MARKER: B = BOLT
 KX0323_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0323_SP_SET: BRIDGE
 KX0323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0323
 KX0323  HISTORY     - Date     Condition        Report By
 KX0323  HISTORY     - UNK      MONUMENTED       PRR
 KX0323  HISTORY     - 1935     GOOD             NGS
 KX0323
 KX0323                          STATION DESCRIPTION
 KX0323
 KX0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0323'0.4 MI S FROM QUEEN.
 KX0323'0.4 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0323'AT QUEEN, BEDFORD COUNTY, AT THE SOUTH END OF BRIDGE 23.84,
 KX0323'IN THE TOP OF THE WEST COPING, AND 10 FEET WEST OF THE CENTER
 KX0323'LINE OF THE TRACK.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1039 ***********************************************************************
 KX1039  DESIGNATION -  50
 KX1039  PID         -  KX1039
 KX1039  STATE/COUNTY-  PA/INDIANA
 KX1039  USGS QUAD   -  SALTSBURG (1973)
 KX1039
 KX1039                         *CURRENT SURVEY CONTROL
 KX1039  ___________________________________________________________________
 KX1039* NAD 83(1986)-  40 29 11.     (N)    079 27 06.     (W)     SCALED    
 KX1039* NAVD 88     -       260.711  (meters)     855.35   (feet)  ADJUSTED  
 KX1039  ___________________________________________________________________
 KX1039  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KX1039  DYNAMIC HT  -         260.577 (meters)     854.91  (feet)  COMP
 KX1039  MODELED GRAV-     980,103.2   (mgal)                       NAVD 88
 KX1039
 KX1039  VERT ORDER  -  FIRST     CLASS II
 KX1039
 KX1039.The horizontal coordinates were scaled from a topographic map and have
 KX1039.an estimated accuracy of +/- 6 seconds.
 KX1039
 KX1039.The orthometric height was determined by differential leveling
 KX1039.and adjusted by the National Geodetic Survey in June 1991..
 KX1039
 KX1039.The geoid height was determined by GEOID03.
 KX1039
 KX1039.The dynamic height is computed by dividing the NAVD 88
 KX1039.geopotential number by the normal gravity value computed on the
 KX1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1039.degrees latitude (g = 980.6199 gals.).
 KX1039
 KX1039.The modeled gravity was interpolated from observed gravity values.
 KX1039
 KX1039;                    North         East    Units  Estimated Accuracy
 KX1039;SPC PA S     -   129,420.      455,740.      MT  (+/- 180 meters Scaled)
 KX1039
 KX1039                          SUPERSEDED SURVEY CONTROL
 KX1039
 KX1039  NGVD 29 (??/??/92)  260.89   (m)          855.9    (f) COMPUTED    1 2
 KX1039
 KX1039.Superseded values are not recommended for survey control.
 KX1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1039.See file dsdata.txt to determine how the superseded data were derived.
 KX1039
 KX1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE312828(NAD 83)
 KX1039_MARKER: Q = CHISELED SQUARE
 KX1039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1039_SP_SET: DOORSILL
 KX1039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1039
 KX1039  HISTORY     - Date     Condition        Report By
 KX1039  HISTORY     - UNK      MONUMENTED       PRR
 KX1039  HISTORY     - 1941     GOOD             NGS
 KX1039
 KX1039                          STATION DESCRIPTION
 KX1039
 KX1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1039'15.9 MI NW FROM TORRANCE.
 KX1039'IN INDIANA COUNTY, ABOUT 15.9 MILES NORTHWEST ALONG THE
 KX1039'PENNSYLVANIA RAILROAD FROM TORRANCE, WESTMORELAND COUNTY, AT THE
 KX1039'PASSENGER STATION AT SALTSBURG, AND ON THE DOORSILL OF THE
 KX1039'BAGGAGE ROOM.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1518 ***********************************************************************
 JV1518  DESIGNATION -  50 PRR
 JV1518  PID         -  JV1518
 JV1518  STATE/COUNTY-  PA/YORK
 JV1518  USGS QUAD   -  SEVEN VALLEYS (1981)
 JV1518
 JV1518                         *CURRENT SURVEY CONTROL
 JV1518  ___________________________________________________________________
 JV1518* NAD 83(1986)-  39 51 44.     (N)    076 45 29.     (W)     SCALED    
 JV1518* NAVD 88     -       138.134  (meters)     453.19   (feet)  ADJUSTED  
 JV1518  ___________________________________________________________________
 JV1518  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JV1518  DYNAMIC HT  -         138.063 (meters)     452.96  (feet)  COMP
 JV1518  MODELED GRAV-     980,114.6   (mgal)                       NAVD 88
 JV1518
 JV1518  VERT ORDER  -  SECOND    CLASS 0
 JV1518
 JV1518.The horizontal coordinates were scaled from a topographic map and have
 JV1518.an estimated accuracy of +/- 6 seconds.
 JV1518
 JV1518.The orthometric height was determined by differential leveling
 JV1518.and adjusted by the National Geodetic Survey in June 1991..
 JV1518
 JV1518.The geoid height was determined by GEOID03.
 JV1518
 JV1518.The dynamic height is computed by dividing the NAVD 88
 JV1518.geopotential number by the normal gravity value computed on the
 JV1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1518.degrees latitude (g = 980.6199 gals.).
 JV1518
 JV1518.The modeled gravity was interpolated from observed gravity values.
 JV1518
 JV1518;                    North         East    Units  Estimated Accuracy
 JV1518;SPC PA S     -    59,200.      684,880.      MT  (+/- 180 meters Scaled)
 JV1518
 JV1518                          SUPERSEDED SURVEY CONTROL
 JV1518
 JV1518  NGVD 29 (??/??/??)  138.376  (m)          453.99   (f) ADJUSTED    2 0
 JV1518
 JV1518.Superseded values are not recommended for survey control.
 JV1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1518.See file dsdata.txt to determine how the superseded data were derived.
 JV1518
 JV1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK496139(NAD 83)
 JV1518_MARKER: B = BOLT
 JV1518_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1518_SP_SET: BRIDGE
 JV1518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1518_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JV1518+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2005
 JV1518
 JV1518  HISTORY     - Date     Condition        Report By
 JV1518  HISTORY     - UNK      MONUMENTED       PRR
 JV1518  HISTORY     - 1935     GOOD             CGS
 JV1518  HISTORY     - 20051003 GOOD             INDIV
 JV1518
 JV1518                          STATION DESCRIPTION
 JV1518
 JV1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1518'0.9 MI N FROM SMYSER.
 JV1518'0.9 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JV1518'AT SMYSER, YORK COUNTY, AT BRIDGE 47.91, AT THE SOUTH ABUTMENT
 JV1518'WING WALL, IN THE TOP OF THE THIRD STEP FROM THE TOP, 15 FEET
 JV1518'EAST OF THE CENTER LINE OF THE EAST TRACK, AND ABOUT 4 FEET
 JV1518'LOWER THAN THE TRACK.  A COPPER BOLT.
 JV1518
 JV1518                          STATION RECOVERY (2005)
 JV1518
 JV1518'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KF)
 JV1518'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1400 ***********************************************************************
 KW1400  DESIGNATION -  50 PRR
 KW1400  PID         -  KW1400
 KW1400  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW1400  USGS QUAD   -  SUNBURY (1987)
 KW1400
 KW1400                         *CURRENT SURVEY CONTROL
 KW1400  ___________________________________________________________________
 KW1400* NAD 83(1986)-  40 51 53.     (N)    076 47 30.     (W)     SCALED    
 KW1400* NAVD 88     -       135.511  (meters)     444.59   (feet)  ADJUSTED  
 KW1400  ___________________________________________________________________
 KW1400  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KW1400  DYNAMIC HT  -         135.451 (meters)     444.39  (feet)  COMP
 KW1400  MODELED GRAV-     980,180.0   (mgal)                       NAVD 88
 KW1400
 KW1400  VERT ORDER  -  SECOND    CLASS 0
 KW1400
 KW1400.The horizontal coordinates were scaled from a topographic map and have
 KW1400.an estimated accuracy of +/- 6 seconds.
 KW1400
 KW1400.The orthometric height was determined by differential leveling
 KW1400.and adjusted by the National Geodetic Survey in June 1991..
 KW1400
 KW1400.The geoid height was determined by GEOID03.
 KW1400
 KW1400.The dynamic height is computed by dividing the NAVD 88
 KW1400.geopotential number by the normal gravity value computed on the
 KW1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1400.degrees latitude (g = 980.6199 gals.).
 KW1400
 KW1400.The modeled gravity was interpolated from observed gravity values.
 KW1400
 KW1400;                    North         East    Units  Estimated Accuracy
 KW1400;SPC PA N     -    77,970.      680,790.      MT  (+/- 180 meters Scaled)
 KW1400
 KW1400                          SUPERSEDED SURVEY CONTROL
 KW1400
 KW1400  NGVD 29 (??/??/??)  135.746  (m)          445.36   (f) ADJUSTED    2 0
 KW1400
 KW1400.Superseded values are not recommended for survey control.
 KW1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1400.See file dsdata.txt to determine how the superseded data were derived.
 KW1400
 KW1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL490252(NAD 83)
 KW1400_MARKER: B = BOLT
 KW1400_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1400_SP_SET: DOORSILL
 KW1400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1400
 KW1400  HISTORY     - Date     Condition        Report By
 KW1400  HISTORY     - UNK      MONUMENTED       PRR
 KW1400  HISTORY     - 1947     GOOD             CGS
 KW1400  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KW1400  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW1400
 KW1400                          STATION DESCRIPTION
 KW1400
 KW1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KW1400'AT SUNBURY.
 KW1400'AT SUNBURY, PA., PASSENGER STATION IN DOORSILL OF WOMENS WAITING
 KW1400'ROOM A COPPER BOLT.  NOTE-- THE ELEVATION OF THIS BENCH MARK
 KW1400'IS DERIVED FROM THE FIRST-ORDER LEVELING OF 1934.  DOORWAY NOW
 KW1400'LABELED TICKET OFFICE.  WAITING ROOM NO LONGER EXISTS AS SUCH.
 KW1400'FLOOR REPAIRS HAVE RESULTED IN ALL SILLS BEING COVERED PERMANENTLY
 KW1400'WITH PLANK SILLS.  COPPER BOLT ON ORIGINAL SILL SUPPOSEDLY
 KW1400'UNDISTURBED.
 KW1400
 KW1400                          STATION RECOVERY (1987)
 KW1400
 KW1400'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 KW1400'MARK NOT FOUND.
 KW1400
 KW1400                          STATION RECOVERY (1989)
 KW1400
 KW1400'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1537 ***********************************************************************
 JU1537  DESIGNATION -  50 PRR
 JU1537  PID         -  JU1537
 JU1537  STATE/COUNTY-  PA/CHESTER
 JU1537  USGS QUAD   -  PARKESBURG (1992)
 JU1537
 JU1537                         *CURRENT SURVEY CONTROL
 JU1537  ___________________________________________________________________
 JU1537* NAD 83(1986)-  39 57 12.     (N)    075 57 13.     (W)     SCALED    
 JU1537* NAVD 88     -       157.701  (meters)     517.39   (feet)  ADJUSTED  
 JU1537  ___________________________________________________________________
 JU1537  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JU1537  DYNAMIC HT  -         157.621 (meters)     517.13  (feet)  COMP
 JU1537  MODELED GRAV-     980,111.0   (mgal)                       NAVD 88
 JU1537
 JU1537  VERT ORDER  -  SECOND    CLASS 0
 JU1537
 JU1537.The horizontal coordinates were scaled from a topographic map and have
 JU1537.an estimated accuracy of +/- 6 seconds.
 JU1537
 JU1537.The orthometric height was determined by differential leveling
 JU1537.and adjusted by the National Geodetic Survey in June 1991..
 JU1537
 JU1537.The geoid height was determined by GEOID03.
 JU1537
 JU1537.The dynamic height is computed by dividing the NAVD 88
 JU1537.geopotential number by the normal gravity value computed on the
 JU1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1537.degrees latitude (g = 980.6199 gals.).
 JU1537
 JU1537.The modeled gravity was interpolated from observed gravity values.
 JU1537
 JU1537;                    North         East    Units  Estimated Accuracy
 JU1537;SPC PA S     -    70,400.      753,490.      MT  (+/- 180 meters Scaled)
 JU1537
 JU1537                          SUPERSEDED SURVEY CONTROL
 JU1537
 JU1537  NGVD 29 (??/??/??)  157.987  (m)          518.33   (f) ADJUSTED    2 0
 JU1537
 JU1537.Superseded values are not recommended for survey control.
 JU1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1537.See file dsdata.txt to determine how the superseded data were derived.
 JU1537
 JU1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK185230(NAD 83)
 JU1537_MARKER: B = BOLT
 JU1537_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1537_SP_SET: BRIDGE COPING
 JU1537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1537
 JU1537  HISTORY     - Date     Condition        Report By
 JU1537  HISTORY     - UNK      MONUMENTED       PRR
 JU1537  HISTORY     - 1955     MARK NOT FOUND   CGS
 JU1537  HISTORY     - 1966     GOOD             CGS
 JU1537
 JU1537                          STATION DESCRIPTION
 JU1537
 JU1537'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JU1537'1.9 MI SW FROM PARKESBURG.
 JU1537'AT BRIDGE 1.89, AND IN THE TOP OF THE WEST END OF THE NORTH COPING.
 JU1537
 JU1537                          STATION RECOVERY (1966)
 JU1537
 JU1537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JU1537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0608 ***********************************************************************
 MB0608  DESIGNATION -  50 S
 MB0608  PID         -  MB0608
 MB0608  STATE/COUNTY-  PA/MERCER
 MB0608  USGS QUAD   -  SHARON WEST (1994)
 MB0608
 MB0608                         *CURRENT SURVEY CONTROL
 MB0608  ___________________________________________________________________
 MB0608* NAD 83(1986)-  41 13 56.     (N)    080 30 44.     (W)     SCALED    
 MB0608* NAVD 88     -       261.090  (meters)     856.59   (feet)  ADJUSTED  
 MB0608  ___________________________________________________________________
 MB0608  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 MB0608  DYNAMIC HT  -         260.974 (meters)     856.21  (feet)  COMP
 MB0608  MODELED GRAV-     980,173.0   (mgal)                       NAVD 88
 MB0608
 MB0608  VERT ORDER  -  SECOND    CLASS 0
 MB0608
 MB0608.The horizontal coordinates were scaled from a topographic map and have
 MB0608.an estimated accuracy of +/- 6 seconds.
 MB0608
 MB0608.The orthometric height was determined by differential leveling
 MB0608.and adjusted by the National Geodetic Survey in June 1991..
 MB0608
 MB0608.The geoid height was determined by GEOID03.
 MB0608
 MB0608.The dynamic height is computed by dividing the NAVD 88
 MB0608.geopotential number by the normal gravity value computed on the
 MB0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0608.degrees latitude (g = 980.6199 gals.).
 MB0608
 MB0608.The modeled gravity was interpolated from observed gravity values.
 MB0608
 MB0608;                    North         East    Units  Estimated Accuracy
 MB0608;SPC PA N     -   122,030.      368,470.      MT  (+/- 180 meters Scaled)
 MB0608
 MB0608                          SUPERSEDED SURVEY CONTROL
 MB0608
 MB0608  NGVD 29 (??/??/92)  261.253  (m)          857.13   (f) ADJ UNCH    2 0
 MB0608
 MB0608.Superseded values are not recommended for survey control.
 MB0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0608.See file dsdata.txt to determine how the superseded data were derived.
 MB0608
 MB0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF408646(NAD 83)
 MB0608_MARKER: DD = SURVEY DISK
 MB0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0608_STAMPING: 50 S 1939
 MB0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0608+STABILITY: SURFACE MOTION
 MB0608
 MB0608  HISTORY     - Date     Condition        Report By
 MB0608  HISTORY     - 1939     MONUMENTED       PAGS
 MB0608  HISTORY     - 1950     GOOD             NGS
 MB0608
 MB0608                          STATION DESCRIPTION
 MB0608
 MB0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0608'AT SHARON.
 MB0608'ABOUT 100 YARDS SOUTH OF THE ERIE PASSENGER STATION AT SHARON,
 MB0608'5.5 FEET SOUTH OF THE NORTHWEST CORNER OF A STANDARD OIL STATION,
 MB0608'7 FEET EAST OF THE EAST RAIL OF THE ERIE TRACK.  A PRECAST
 MB0608'CONCRETE POST SET AGAINST THE WALL OF THE BUILDING AND ABOUT
 MB0608'LEVEL WITH THE RAIL.  THE MARK PROJECTS ABOUT 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0411 ***********************************************************************
 KY0411  DESIGNATION -  500
 KY0411  PID         -  KY0411
 KY0411  STATE/COUNTY-  PA/ALLEGHENY
 KY0411  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0411
 KY0411                         *CURRENT SURVEY CONTROL
 KY0411  ___________________________________________________________________
 KY0411* NAD 83(1986)-  40 27 01.     (N)    080 02 11.     (W)     SCALED    
 KY0411* NAVD 88     -       234.364  (meters)     768.91   (feet)  ADJUSTED  
 KY0411  ___________________________________________________________________
 KY0411  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KY0411  DYNAMIC HT  -         234.243 (meters)     768.51  (feet)  COMP
 KY0411  MODELED GRAV-     980,103.6   (mgal)                       NAVD 88
 KY0411
 KY0411  VERT ORDER  -  FIRST     CLASS II
 KY0411
 KY0411.The horizontal coordinates were scaled from a topographic map and have
 KY0411.an estimated accuracy of +/- 6 seconds.
 KY0411
 KY0411.The orthometric height was determined by differential leveling
 KY0411.and adjusted by the National Geodetic Survey in June 1991..
 KY0411
 KY0411.The geoid height was determined by GEOID03.
 KY0411
 KY0411.The dynamic height is computed by dividing the NAVD 88
 KY0411.geopotential number by the normal gravity value computed on the
 KY0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0411.degrees latitude (g = 980.6199 gals.).
 KY0411
 KY0411.The modeled gravity was interpolated from observed gravity values.
 KY0411
 KY0411;                    North         East    Units  Estimated Accuracy
 KY0411;SPC PA S     -   126,530.      406,070.      MT  (+/- 180 meters Scaled)
 KY0411
 KY0411                          SUPERSEDED SURVEY CONTROL
 KY0411
 KY0411  NGVD 29 (??/??/92)  234.514  (m)          769.40   (f) ADJ UNCH    1 2
 KY0411
 KY0411.Superseded values are not recommended for survey control.
 KY0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0411.See file dsdata.txt to determine how the superseded data were derived.
 KY0411
 KY0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE817781(NAD 83)
 KY0411_MARKER: DD = SURVEY DISK
 KY0411_SETTING: 0 = UNSPECIFIED SETTING
 KY0411_STAMPING: 500
 KY0411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0411
 KY0411  HISTORY     - Date     Condition        Report By
 KY0411  HISTORY     - UNK      MONUMENTED       PA6600
 KY0411  HISTORY     - 1966     MARK NOT FOUND   NGS
 KY0411  HISTORY     - 20040521 MARK NOT FOUND   USPSQD
 KY0411
 KY0411                          STATION DESCRIPTION
 KY0411
 KY0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY0411'1.5 MI SE FROM MC KEES ROCKS.
 KY0411'ABOUT 1.5 MILES SOUTHEAST ALONG WEST CARSON STREET (STATE HIGHWAY
 KY0411'51) FROM THE PITTSBURGH AND LAKE ERIE RAILROAD STATION AT MC KEES
 KY0411'ROCKS.
 KY0411
 KY0411                          STATION RECOVERY (2004)
 KY0411
 KY0411'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 KY0411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3264 ***********************************************************************
 JV3264  DESIGNATION -  50.17 PRR
 JV3264  PID         -  JV3264
 JV3264  STATE/COUNTY-  PA/FRANKLIN
 JV3264  USGS QUAD   -  CHAMBERSBURG (1990)
 JV3264
 JV3264                         *CURRENT SURVEY CONTROL
 JV3264  ___________________________________________________________________
 JV3264* NAD 83(1986)-  39 57 04.     (N)    077 37 58.     (W)     SCALED    
 JV3264* NAVD 88     -       201.558  (meters)     661.28   (feet)  ADJUSTED  
 JV3264  ___________________________________________________________________
 JV3264  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 JV3264  DYNAMIC HT  -         201.442 (meters)     660.90  (feet)  COMP
 JV3264  MODELED GRAV-     980,050.8   (mgal)                       NAVD 88
 JV3264
 JV3264  VERT ORDER  -  FIRST     CLASS II
 JV3264
 JV3264.The horizontal coordinates were scaled from a topographic map and have
 JV3264.an estimated accuracy of +/- 6 seconds.
 JV3264
 JV3264.The orthometric height was determined by differential leveling
 JV3264.and adjusted by the National Geodetic Survey in June 1991..
 JV3264
 JV3264.The geoid height was determined by GEOID03.
 JV3264
 JV3264.The dynamic height is computed by dividing the NAVD 88
 JV3264.geopotential number by the normal gravity value computed on the
 JV3264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3264.degrees latitude (g = 980.6199 gals.).
 JV3264
 JV3264.The modeled gravity was interpolated from observed gravity values.
 JV3264
 JV3264;                    North         East    Units  Estimated Accuracy
 JV3264;SPC PA S     -    68,600.      610,020.      MT  (+/- 180 meters Scaled)
 JV3264
 JV3264                          SUPERSEDED SURVEY CONTROL
 JV3264
 JV3264  NGVD 29 (??/??/??)  201.738  (m)          661.87   (f) ADJUSTED    1 2
 JV3264
 JV3264.Superseded values are not recommended for survey control.
 JV3264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3264.See file dsdata.txt to determine how the superseded data were derived.
 JV3264
 JV3264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK750256(NAD 83)
 JV3264_MARKER: B = BOLT
 JV3264_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3264_SP_SET: BRIDGE
 JV3264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV3264+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2006
 JV3264
 JV3264  HISTORY     - Date     Condition        Report By
 JV3264  HISTORY     - UNK      MONUMENTED       PRR
 JV3264  HISTORY     - 1934     GOOD             CGS
 JV3264  HISTORY     - 20060721 GOOD             GEOCAC
 JV3264
 JV3264                          STATION DESCRIPTION
 JV3264
 JV3264'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JV3264'1.6 MI N FROM CHAMBERSBURG.
 JV3264'1.6 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JV3264'AT CHAMBERSBURG, FRANKLIN COUNTY, AT BRIDGE 50.17, AND IN THE
 JV3264'CENTER OF THE TOP OF THE EAST WALL.  A BRASS BOLT.
 JV3264
 JV3264                          STATION RECOVERY (2006)
 JV3264
 JV3264'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV3264'BOLT IS LOCATED ON RAILROAD BRIDGE 50.17 OVER WOODSTOCK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0237 ***********************************************************************
 JV0237  DESIGNATION -  502 USGS
 JV0237  PID         -  JV0237
 JV0237  STATE/COUNTY-  PA/LANCASTER
 JV0237  USGS QUAD   -  QUARRYVILLE (1992)
 JV0237
 JV0237                         *CURRENT SURVEY CONTROL
 JV0237  ___________________________________________________________________
 JV0237* NAD 83(1986)-  39 53 58.     (N)    076 09 53.     (W)     SCALED    
 JV0237* NAVD 88     -       152.999  (meters)     501.96   (feet)  ADJUSTED  
 JV0237  ___________________________________________________________________
 JV0237  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 JV0237  DYNAMIC HT  -         152.921 (meters)     501.71  (feet)  COMP
 JV0237  MODELED GRAV-     980,111.6   (mgal)                       NAVD 88
 JV0237
 JV0237  VERT ORDER  -  SECOND    CLASS 0
 JV0237
 JV0237.The horizontal coordinates were scaled from a topographic map and have
 JV0237.an estimated accuracy of +/- 6 seconds.
 JV0237
 JV0237.The orthometric height was determined by differential leveling
 JV0237.and adjusted by the National Geodetic Survey in June 1991..
 JV0237
 JV0237.The geoid height was determined by GEOID03.
 JV0237
 JV0237.The dynamic height is computed by dividing the NAVD 88
 JV0237.geopotential number by the normal gravity value computed on the
 JV0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0237.degrees latitude (g = 980.6199 gals.).
 JV0237
 JV0237.The modeled gravity was interpolated from observed gravity values.
 JV0237
 JV0237;                    North         East    Units  Estimated Accuracy
 JV0237;SPC PA S     -    64,080.      735,570.      MT  (+/- 180 meters Scaled)
 JV0237
 JV0237                          SUPERSEDED SURVEY CONTROL
 JV0237
 JV0237  NGVD 29 (??/??/??)  153.260  (m)          502.82   (f) ADJUSTED    2 0
 JV0237
 JV0237.Superseded values are not recommended for survey control.
 JV0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0237.See file dsdata.txt to determine how the superseded data were derived.
 JV0237
 JV0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK004172(NAD 83)
 JV0237_MARKER: DD = SURVEY DISK
 JV0237_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV0237_SP_SET: BRIDGE
 JV0237_STAMPING: 502
 JV0237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV0237
 JV0237  HISTORY     - Date     Condition        Report By
 JV0237  HISTORY     - UNK      MONUMENTED       USGS
 JV0237  HISTORY     - 1955     GOOD             CGS
 JV0237
 JV0237                          STATION DESCRIPTION
 JV0237
 JV0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JV0237'AT QUARRYVILLE.
 JV0237'AT QUARRYVILLE, ABOUT 0.2 MILE NORTHWEST ALONG CHURCH STREET FROM
 JV0237'INTERSECTION OF STATE HIGHWAY 372, IN THE TOP OF THE FIRST STEP
 JV0237'DOWN FROM TOP OF THE SOUTHEAST WING WALL OF STONE MASONRY ARCH
 JV0237'BRIDGE NO. 13.83 OF THE PENNSYLVANIA RAILROAD OVER A BLACK TOP
 JV0237'ROAD, ABOUT 50 YARDS WEST OF OVERPASS OF P.R.R. OVER A STREET AND
 JV0237'A RAILROAD TRACK, AND ABOUT 1 1/2 FEET BELOW TOP OF CONCRETE
 JV0237'RAIL FOOTING OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1436 ***********************************************************************
 KV1436  DESIGNATION -  503=BANGOR PHD
 KV1436  PID         -  KV1436
 KV1436  STATE/COUNTY-  PA/NORTHAMPTON
 KV1436  USGS QUAD   -  BANGOR (1994)
 KV1436
 KV1436                         *CURRENT SURVEY CONTROL
 KV1436  ___________________________________________________________________
 KV1436* NAD 83(1986)-  40 52 00.     (N)    075 12 18.     (W)     SCALED    
 KV1436* NAVD 88     -       153.273  (meters)     502.86   (feet)  ADJUSTED  
 KV1436  ___________________________________________________________________
 KV1436  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 KV1436  DYNAMIC HT  -         153.202 (meters)     502.63  (feet)  COMP
 KV1436  MODELED GRAV-     980,161.5   (mgal)                       NAVD 88
 KV1436
 KV1436  VERT ORDER  -  FIRST     CLASS II
 KV1436
 KV1436.The horizontal coordinates were scaled from a topographic map and have
 KV1436.an estimated accuracy of +/- 6 seconds.
 KV1436
 KV1436.The orthometric height was determined by differential leveling
 KV1436.and adjusted by the National Geodetic Survey in June 1991..
 KV1436
 KV1436.The geoid height was determined by GEOID03.
 KV1436
 KV1436.The dynamic height is computed by dividing the NAVD 88
 KV1436.geopotential number by the normal gravity value computed on the
 KV1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1436.degrees latitude (g = 980.6199 gals.).
 KV1436
 KV1436.The modeled gravity was interpolated from observed gravity values.
 KV1436
 KV1436;                    North         East    Units  Estimated Accuracy
 KV1436;SPC PA S     -   173,350.      814,520.      MT  (+/- 180 meters Scaled)
 KV1436
 KV1436                          SUPERSEDED SURVEY CONTROL
 KV1436
 KV1436  NGVD 29 (??/??/??)  153.458  (m)          503.47   (f) ADJUSTED    1 2
 KV1436
 KV1436.Superseded values are not recommended for survey control.
 KV1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1436.See file dsdata.txt to determine how the superseded data were derived.
 KV1436
 KV1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL827239(NAD 83)
 KV1436_MARKER: Z = SEE DESCRIPTION
 KV1436_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1436_SP_SET: STEP
 KV1436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1436
 KV1436  HISTORY     - Date     Condition        Report By
 KV1436  HISTORY     - 1932     MONUMENTED       PADH
 KV1436  HISTORY     - 1932     GOOD             CGS
 KV1436  HISTORY     - 1934     GOOD             CGS
 KV1436  HISTORY     - 20020105 MARK NOT FOUND   USPSQD
 KV1436
 KV1436                          STATION DESCRIPTION
 KV1436
 KV1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1436'AT BANGOR.
 KV1436'AT BANGOR, NORTHAMPTON COUNTY, NEAR THE INTERSECTION OF MAIN
 KV1436'STREET AND BROADWAY, AT THE MAIN ENTRANCE TO THE BANGOR TRUST CO.
 KV1436'BUILDING, AND AT THE SOUTHWEST CORNER OF THE LOWEST GRANITE
 KV1436'STEP.  THE TOP SURFACE OF THE STEP.
 KV1436
 KV1436                          STATION RECOVERY (1934)
 KV1436
 KV1436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 KV1436'RECOVERED IN GOOD CONDITION.
 KV1436
 KV1436                          STATION RECOVERY (2002)
 KV1436
 KV1436'RECOVERY NOTE BY US POWER SQUADRON 2002 (LCB)
 KV1436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1451 ***********************************************************************
 KX1451  DESIGNATION -  507 A
 KX1451  PID         -  KX1451
 KX1451  STATE/COUNTY-  PA/WASHINGTON
 KX1451  USGS QUAD   -  CALIFORNIA (1979)
 KX1451
 KX1451                         *CURRENT SURVEY CONTROL
 KX1451  ___________________________________________________________________
 KX1451* NAD 83(1986)-  40 00 56.     (N)    079 58 28.     (W)     SCALED    
 KX1451* NAVD 88     -       239.475  (meters)     785.68   (feet)  ADJUSTED  
 KX1451  ___________________________________________________________________
 KX1451  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KX1451  DYNAMIC HT  -         239.340 (meters)     785.23  (feet)  COMP
 KX1451  MODELED GRAV-     980,056.7   (mgal)                       NAVD 88
 KX1451
 KX1451  VERT ORDER  -  SECOND    CLASS 0
 KX1451
 KX1451.The horizontal coordinates were scaled from a topographic map and have
 KX1451.an estimated accuracy of +/- 6 seconds.
 KX1451
 KX1451.The orthometric height was determined by differential leveling
 KX1451.and adjusted by the National Geodetic Survey in June 1991..
 KX1451
 KX1451.The geoid height was determined by GEOID03.
 KX1451
 KX1451.The dynamic height is computed by dividing the NAVD 88
 KX1451.geopotential number by the normal gravity value computed on the
 KX1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1451.degrees latitude (g = 980.6199 gals.).
 KX1451
 KX1451.The modeled gravity was interpolated from observed gravity values.
 KX1451
 KX1451;                    North         East    Units  Estimated Accuracy
 KX1451;SPC PA S     -    78,140.      410,110.      MT  (+/- 180 meters Scaled)
 KX1451
 KX1451                          SUPERSEDED SURVEY CONTROL
 KX1451
 KX1451  NGVD 29 (??/??/92)  239.631  (m)          786.19   (f) ADJ UNCH    2 0
 KX1451
 KX1451.Superseded values are not recommended for survey control.
 KX1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1451.See file dsdata.txt to determine how the superseded data were derived.
 KX1451
 KX1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE875299(NAD 83)
 KX1451_MARKER: DD = SURVEY DISK
 KX1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1451_STAMPING: 507 A
 KX1451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1451+STABILITY: SURFACE MOTION
 KX1451
 KX1451  HISTORY     - Date     Condition        Report By
 KX1451  HISTORY     - UNK      MONUMENTED       DOD
 KX1451  HISTORY     - 1935     GOOD             NGS
 KX1451  HISTORY     - 1954     MARK NOT FOUND   USGS
 KX1451
 KX1451                          STATION DESCRIPTION
 KX1451
 KX1451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX1451'2.4 MI NE FROM MILLSBORO.
 KX1451'ABOUT 2.4 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX1451'THE HIGH SCHOOL AT MILLSBORO, WASHINGTON COUNTY, ABOUT 265 FEET
 KX1451'NORTHEAST OF MILEPOST 59, AND AT THE CENTER OF THE TRACK.  A
 KX1451'CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED 507 A
 KX1451'AND SET IN THE TOP OF A CONCRETE POST.
 KX1451
 KX1451                          STATION RECOVERY (1954)
 KX1451
 KX1451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 KX1451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0243 ***********************************************************************
 JV0243  DESIGNATION -  50.73 USGS
 JV0243  PID         -  JV0243
 JV0243  STATE/COUNTY-  PA/LANCASTER
 JV0243  USGS QUAD   -  GAP (1989)
 JV0243
 JV0243                         *CURRENT SURVEY CONTROL
 JV0243  ___________________________________________________________________
 JV0243* NAD 83(1986)-  39 58 58.     (N)    076 01 04.     (W)     SCALED    
 JV0243* NAVD 88     -       171.639  (meters)     563.12   (feet)  ADJUSTED  
 JV0243  ___________________________________________________________________
 JV0243  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 JV0243  DYNAMIC HT  -         171.552 (meters)     562.83  (feet)  COMP
 JV0243  MODELED GRAV-     980,113.9   (mgal)                       NAVD 88
 JV0243
 JV0243  VERT ORDER  -  SECOND    CLASS 0
 JV0243
 JV0243.The horizontal coordinates were scaled from a topographic map and have
 JV0243.an estimated accuracy of +/- 6 seconds.
 JV0243
 JV0243.The orthometric height was determined by differential leveling
 JV0243.and adjusted by the National Geodetic Survey in June 1991..
 JV0243
 JV0243.The geoid height was determined by GEOID03.
 JV0243
 JV0243.The dynamic height is computed by dividing the NAVD 88
 JV0243.geopotential number by the normal gravity value computed on the
 JV0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0243.degrees latitude (g = 980.6199 gals.).
 JV0243
 JV0243.The modeled gravity was interpolated from observed gravity values.
 JV0243
 JV0243;                    North         East    Units  Estimated Accuracy
 JV0243;SPC PA S     -    73,560.      747,950.      MT  (+/- 180 meters Scaled)
 JV0243
 JV0243                          SUPERSEDED SURVEY CONTROL
 JV0243
 JV0243  NGVD 29 (??/??/??)  171.905  (m)          563.99   (f) ADJUSTED    2 0
 JV0243
 JV0243.Superseded values are not recommended for survey control.
 JV0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0243.See file dsdata.txt to determine how the superseded data were derived.
 JV0243
 JV0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK131263(NAD 83)
 JV0243_MARKER: Q = CHISELED SQUARE
 JV0243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV0243_SP_SET: FOOTING
 JV0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV0243
 JV0243  HISTORY     - Date     Condition        Report By
 JV0243  HISTORY     - UNK      MONUMENTED       USGS
 JV0243  HISTORY     - 1966     MARK NOT FOUND   CGS
 JV0243
 JV0243                          STATION DESCRIPTION
 JV0243
 JV0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JV0243'0.4 MI SE FROM GAP.
 JV0243'ABOUT 0.35 MILE SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD
 JV0243'FROM THE NEW STATION AT GAP, LANCASTER COUNTY, AT BRIDGE 50.73,
 JV0243'THE EASTERNMOST ONE OF THREE BRIDGES FROM THE STATION, ON THE
 JV0243'TOP OF THE FOURTH STONE SLAB AT THE SOUTH END OF THE EAST
 JV0243'FOOTING, 4 INCHES FROM THE EDGE, AND 5 FEET HIGHER THAN THE
 JV0243'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3263 ***********************************************************************
 JV3263  DESIGNATION -  50.76 PRR
 JV3263  PID         -  JV3263
 JV3263  STATE/COUNTY-  PA/FRANKLIN
 JV3263  USGS QUAD   -  CHAMBERSBURG (1990)
 JV3263
 JV3263                         *CURRENT SURVEY CONTROL
 JV3263  ___________________________________________________________________
 JV3263* NAD 83(1986)-  39 56 49.     (N)    077 38 33.     (W)     SCALED    
 JV3263* NAVD 88     -       197.736  (meters)     648.74   (feet)  ADJUSTED  
 JV3263  ___________________________________________________________________
 JV3263  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 JV3263  DYNAMIC HT  -         197.623 (meters)     648.37  (feet)  COMP
 JV3263  MODELED GRAV-     980,050.9   (mgal)                       NAVD 88
 JV3263
 JV3263  VERT ORDER  -  FIRST     CLASS II
 JV3263
 JV3263.The horizontal coordinates were scaled from a topographic map and have
 JV3263.an estimated accuracy of +/- 6 seconds.
 JV3263
 JV3263.The orthometric height was determined by differential leveling
 JV3263.and adjusted by the National Geodetic Survey in June 1991..
 JV3263
 JV3263.The geoid height was determined by GEOID03.
 JV3263
 JV3263.The dynamic height is computed by dividing the NAVD 88
 JV3263.geopotential number by the normal gravity value computed on the
 JV3263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3263.degrees latitude (g = 980.6199 gals.).
 JV3263
 JV3263.The modeled gravity was interpolated from observed gravity values.
 JV3263
 JV3263;                    North         East    Units  Estimated Accuracy
 JV3263;SPC PA S     -    68,140.      609,190.      MT  (+/- 180 meters Scaled)
 JV3263
 JV3263                          SUPERSEDED SURVEY CONTROL
 JV3263
 JV3263  NGVD 29 (??/??/??)  197.916  (m)          649.33   (f) ADJUSTED    1 2
 JV3263
 JV3263.Superseded values are not recommended for survey control.
 JV3263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3263.See file dsdata.txt to determine how the superseded data were derived.
 JV3263
 JV3263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK742252(NAD 83)
 JV3263_MARKER: B = BOLT
 JV3263_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3263_SP_SET: BRIDGE
 JV3263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3263
 JV3263  HISTORY     - Date     Condition        Report By
 JV3263  HISTORY     - UNK      MONUMENTED       PRR
 JV3263  HISTORY     - 1934     GOOD             CGS
 JV3263
 JV3263                          STATION DESCRIPTION
 JV3263
 JV3263'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JV3263'1 MI N FROM CHAMBERSBURG.
 JV3263'1.0 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JV3263'AT CHAMBERSBURG, FRANKLIN COUNTY, AT BRIDGE 50.76 OVER NORLAND
 JV3263'AVENUE, AND IN THE CENTER OF THE TOP OF THE WEST WALL.  A BRASS
 JV3263'BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0566 ***********************************************************************
 LY0566  DESIGNATION -  509 PADH
 LY0566  PID         -  LY0566
 LY0566  STATE/COUNTY-  PA/PIKE
 LY0566  USGS QUAD   -  MILFORD (1995)
 LY0566
 LY0566                         *CURRENT SURVEY CONTROL
 LY0566  ___________________________________________________________________
 LY0566* NAD 83(1986)-  41 19 36.     (N)    074 47 50.     (W)     SCALED    
 LY0566* NAVD 88     -       155.026  (meters)     508.61   (feet)  ADJUSTED  
 LY0566  ___________________________________________________________________
 LY0566  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 LY0566  DYNAMIC HT  -         154.962 (meters)     508.40  (feet)  COMP
 LY0566  MODELED GRAV-     980,204.5   (mgal)                       NAVD 88
 LY0566
 LY0566  VERT ORDER  -  FIRST     CLASS II
 LY0566
 LY0566.The horizontal coordinates were scaled from a topographic map and have
 LY0566.an estimated accuracy of +/- 6 seconds.
 LY0566
 LY0566.The orthometric height was determined by differential leveling
 LY0566.and adjusted by the National Geodetic Survey in June 1991..
 LY0566.WARNING-Repeat measurements at this control monument indicate possible
 LY0566.vertical movement.
 LY0566
 LY0566.The geoid height was determined by GEOID03.
 LY0566
 LY0566.The dynamic height is computed by dividing the NAVD 88
 LY0566.geopotential number by the normal gravity value computed on the
 LY0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0566.degrees latitude (g = 980.6199 gals.).
 LY0566
 LY0566.The modeled gravity was interpolated from observed gravity values.
 LY0566
 LY0566;                    North         East    Units  Estimated Accuracy
 LY0566;SPC PA N     -   133,040.      847,140.      MT  (+/- 180 meters Scaled)
 LY0566
 LY0566                          SUPERSEDED SURVEY CONTROL
 LY0566
 LY0566  NGVD 29 (??/??/92)  155.214  (m)          509.23   (f) ADJ UNCH    1 2
 LY0566
 LY0566.Superseded values are not recommended for survey control.
 LY0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0566.See file dsdata.txt to determine how the superseded data were derived.
 LY0566
 LY0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL169750(NAD 83)
 LY0566_MARKER: DD = SURVEY DISK
 LY0566_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0566_SP_SET: BRIDGE
 LY0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0566
 LY0566  HISTORY     - Date     Condition        Report By
 LY0566  HISTORY     - UNK      MONUMENTED       PADH
 LY0566  HISTORY     - 1956     GOOD             NGS
 LY0566  HISTORY     - 1978     GOOD             NGS
 LY0566  HISTORY     - 20060702 GOOD             GEOCAC
 LY0566
 LY0566                          STATION DESCRIPTION
 LY0566
 LY0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LY0566'AT MILFORD.
 LY0566'AT MILFORD, 0.3 MILE NORTHEAST OF THE COUNTY COURTHOUSE, AT THE
 LY0566'BROAD STREET BRIDGE OVER VANDEMARK CREEK, 31 YARDS NORTHEAST
 LY0566'OF THE INTERSECTION OF BROAD AND SARAH STREET, ON TOP AND AT
 LY0566'THE SOUTHWEST END ON THE SOUTHEAST CONCRETE HEAD WALL OF THE
 LY0566'BRIDGE, 12 FEET SOUTHEAST OF THE CENTER LINE OF BROAD STREET,
 LY0566'0.8 FOOT NORTHEAST OF THE SOUTHWEST END OF THE HEAD WALL AND
 LY0566'3 FEET ABOVE THE LEVEL OF THE STREET.
 LY0566
 LY0566                          STATION RECOVERY (1978)
 LY0566
 LY0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LY0566'RECOVERED IN GOOD CONDITION.
 LY0566
 LY0566                          STATION RECOVERY (2006)
 LY0566
 LY0566'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0566'HAND-HELD GPS COORDINATES N 41 19.622 W 074 45.833.  THERE ARE NO
 LY0566'MARKS ON THIS DISK.
 LY0566' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0831 ***********************************************************************
 MA0831  DESIGNATION -  51
 MA0831  PID         -  MA0831
 MA0831  STATE/COUNTY-  PA/WARREN
 MA0831  USGS QUAD   -  PITTSFIELD (1975)
 MA0831
 MA0831                         *CURRENT SURVEY CONTROL
 MA0831  ___________________________________________________________________
 MA0831* NAD 83(1986)-  41 49 01.     (N)    079 25 33.     (W)     SCALED    
 MA0831* NAVD 88     -       391.430  (meters)    1284.22   (feet)  ADJUSTED  
 MA0831  ___________________________________________________________________
 MA0831  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 MA0831  DYNAMIC HT  -         391.268 (meters)    1283.69  (feet)  COMP
 MA0831  MODELED GRAV-     980,197.7   (mgal)                       NAVD 88
 MA0831
 MA0831  VERT ORDER  -  FIRST     CLASS II
 MA0831
 MA0831.The horizontal coordinates were scaled from a topographic map and have
 MA0831.an estimated accuracy of +/- 6 seconds.
 MA0831
 MA0831.The orthometric height was determined by differential leveling
 MA0831.and adjusted by the National Geodetic Survey in June 1991..
 MA0831
 MA0831.The geoid height was determined by GEOID03.
 MA0831
 MA0831.The dynamic height is computed by dividing the NAVD 88
 MA0831.geopotential number by the normal gravity value computed on the
 MA0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0831.degrees latitude (g = 980.6199 gals.).
 MA0831
 MA0831.The modeled gravity was interpolated from observed gravity values.
 MA0831
 MA0831;                    North         East    Units  Estimated Accuracy
 MA0831;SPC PA N     -   184,620.      460,770.      MT  (+/- 180 meters Scaled)
 MA0831
 MA0831                          SUPERSEDED SURVEY CONTROL
 MA0831
 MA0831  NGVD 29 (??/??/92)  391.590  (m)         1284.74   (f) ADJ UNCH    1 2
 MA0831
 MA0831.Superseded values are not recommended for survey control.
 MA0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0831.See file dsdata.txt to determine how the superseded data were derived.
 MA0831
 MA0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG307306(NAD 83)
 MA0831_MARKER: B = BOLT
 MA0831_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0831_SP_SET: BRIDGE SEAT
 MA0831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0831
 MA0831  HISTORY     - Date     Condition        Report By
 MA0831  HISTORY     - UNK      MONUMENTED       PRR
 MA0831  HISTORY     - 1941     GOOD             NGS
 MA0831
 MA0831                          STATION DESCRIPTION
 MA0831
 MA0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MA0831'6.1 MI W FROM YOUNGSVILLE.
 MA0831'ABOUT 6.1 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA0831'STATION AT YOUNGSVILLE, WARREN COUNTY, ABOUT 19 RAILS EAST OF
 MA0831'MILEPOST 51, AT BRIDGE 51.10, IN THE SOUTH CORNER OF THE WEST
 MA0831'BRIDGE SEAT, 1 FOOT NORTHWEST OF THE SOUTHEAST EDGE, 0.7 FOOT
 MA0831'EAST OF THE EAST EDGE OF THE ABUTMENT, 17 FEET SOUTH OF THE SOUTH
 MA0831'RAIL OF THE TRACK, ABOUT 5 FEET LOWER THAN THE LEVEL OF THE
 MA0831'TRACK, AND NEAR THE LETTERS B.M. 51.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0752 ***********************************************************************
 KX0752  DESIGNATION -  51
 KX0752  PID         -  KX0752
 KX0752  STATE/COUNTY-  PA/CLEARFIELD
 KX0752  USGS QUAD   -  BURNSIDE (1994)
 KX0752
 KX0752                         *CURRENT SURVEY CONTROL
 KX0752  ___________________________________________________________________
 KX0752* NAD 83(1986)-  40 48 58.     (N)    078 47 11.     (W)     SCALED    
 KX0752* NAVD 88     -       403.695  (meters)    1324.46   (feet)  ADJUSTED  
 KX0752  ___________________________________________________________________
 KX0752  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KX0752  DYNAMIC HT  -         403.480 (meters)    1323.75  (feet)  COMP
 KX0752  MODELED GRAV-     980,080.1   (mgal)                       NAVD 88
 KX0752
 KX0752  VERT ORDER  -  SECOND    CLASS 0
 KX0752
 KX0752.The horizontal coordinates were scaled from a topographic map and have
 KX0752.an estimated accuracy of +/- 6 seconds.
 KX0752
 KX0752.The orthometric height was determined by differential leveling
 KX0752.and adjusted by the National Geodetic Survey in June 1991..
 KX0752
 KX0752.The geoid height was determined by GEOID03.
 KX0752
 KX0752.The dynamic height is computed by dividing the NAVD 88
 KX0752.geopotential number by the normal gravity value computed on the
 KX0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0752.degrees latitude (g = 980.6199 gals.).
 KX0752
 KX0752.The modeled gravity was interpolated from observed gravity values.
 KX0752
 KX0752;                    North         East    Units  Estimated Accuracy
 KX0752;SPC PA N     -    72,650.      512,560.      MT  (+/- 180 meters Scaled)
 KX0752
 KX0752                          SUPERSEDED SURVEY CONTROL
 KX0752
 KX0752  NGVD 29 (??/??/92)  403.852  (m)         1324.97   (f) ADJ UNCH    2 0
 KX0752
 KX0752.Superseded values are not recommended for survey control.
 KX0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0752.See file dsdata.txt to determine how the superseded data were derived.
 KX0752
 KX0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF866207(NAD 83)
 KX0752_MARKER: DD = SURVEY DISK
 KX0752_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0752_SP_SET: BRIDGE
 KX0752_STAMPING: 51 EGB 1967
 KX0752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0752
 KX0752  HISTORY     - Date     Condition        Report By
 KX0752  HISTORY     - 1967     MONUMENTED       USGS
 KX0752  HISTORY     - 1967     GOOD             NGS
 KX0752
 KX0752                          STATION DESCRIPTION
 KX0752
 KX0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0752'0.2 MI N FROM BURNSIDE.
 KX0752'0.25 MILE NORTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE
 KX0752'AT BURNSIDE, SET AT THE NORTH END OF THE EAST GUARD RAIL OF A
 KX0752'BRIDGE, 100.0 FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE OF A
 KX0752'SIDE ROAD, 38.2 FEET NORTHEAST OF POWERLINE POLE NO. 157-37,
 KX0752'16.0 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY 219 AND ABOUT
 KX0752'4.0 FEET ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2146 ***********************************************************************
 MA2146  DESIGNATION -  51 BRP 1588 ET
 MA2146  PID         -  MA2146
 MA2146  STATE/COUNTY-  PA/CRAWFORD
 MA2146  USGS QUAD   -  DEMPSEYTOWN (1973)
 MA2146
 MA2146                         *CURRENT SURVEY CONTROL
 MA2146  ___________________________________________________________________
 MA2146* NAD 83(1992)-  41 36 43.19378(N)    079 52 07.70011(W)     ADJUSTED  
 MA2146* NAVD 88     -       483.96   (+/-2cm)    1587.8    (feet)  VERTCON   
 MA2146  ___________________________________________________________________
 MA2146  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 MA2146  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 MA2146
 MA2146  HORZ ORDER  -  THIRD
 MA2146  VERT ORDER  -  THIRD ? (See Below)
 MA2146
 MA2146.The horizontal coordinates were established by classical geodetic methods
 MA2146.and adjusted by the National Geodetic Survey in June 2002..
 MA2146
 MA2146.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2146.The vertical order pertains to the NGVD 29 superseded value.
 MA2146
 MA2146.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2146
 MA2146.The geoid height was determined by GEOID03.
 MA2146
 MA2146;                    North         East     Units Scale Factor Converg.
 MA2146;SPC PA N     -   162,670.749   423,417.213   MT  0.99996259   -1 24 06.0
 MA2146;SPC PA N     -   533,695.62  1,389,161.31   sFT  0.99996259   -1 24 06.0
 MA2146;UTM  17      - 4,607,316.201   594,250.510   MT  0.99970932   +0 45 04.5
 MA2146
 MA2146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2146!SPC PA N     -   0.99992934  x   0.99996259  =   0.99989193
 MA2146!UTM  17      -   0.99992934  x   0.99970932  =   0.99963868
 MA2146
 MA2146:                Primary Azimuth Mark                     Grid Az
 MA2146:SPC PA N     -  STA 21 LINE 2                            193 47 02.9
 MA2146:UTM  17      -  STA 21 LINE 2                            191 37 52.4
 MA2146
 MA2146|---------------------------------------------------------------------|
 MA2146| PID    Reference Object                     Distance      Geod. Az  |
 MA2146|                                                           dddmmss.s |
 MA2146| MA2147 STA 21 LINE 2                       APPROX. 0.7 KM 1922256.9 |
 MA2146| MA2148 STA 19 LINE 2                       158.854 METERS 24511     |
 MA2146|---------------------------------------------------------------------|
 MA2146
 MA2146                          SUPERSEDED SURVEY CONTROL
 MA2146
 MA2146  NAD 83(1995)-  41 36 43.19805(N)    079 52 07.70170(W) AD(       ) 3
 MA2146  NAD 83(1986)-  41 36 43.19769(N)    079 52 07.70188(W) AD(       ) 3
 MA2146  NAD 27      -  41 36 43.01924(N)    079 52 08.52185(W) AD(       ) 3
 MA2146  NGVD 29 (07/19/86)  484.13   (m)         1588.3    (f) LEVELING    3  
 MA2146
 MA2146.Superseded values are not recommended for survey control.
 MA2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2146.See file dsdata.txt to determine how the superseded data were derived.
 MA2146
 MA2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG9425107316(NAD 83)
 MA2146_MARKER: DD = SURVEY DISK
 MA2146_SETTING: 0 = UNSPECIFIED SETTING
 MA2146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA2146
 MA2146  HISTORY     - Date     Condition        Report By
 MA2146  HISTORY     - 1964     MONUMENTED       USGS
 MA2146
 MA2146                          STATION DESCRIPTION
 MA2146
 MA2146'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MA2146'TOWNVILLE, 5.3 MI S. OF, 28 FT N. AND 15 FT E. OF, AND 0.2 FT HIGHER
 MA2146'THAN RD. W., 3 FT N. OF TELEPHONE POLE, IN CONCRETE POST, STANDARD
 MA2146'DISK STAMPED---51 BRP 1964 1588 ET---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1516 ***********************************************************************
 JV1516  DESIGNATION -  51 PRR
 JV1516  PID         -  JV1516
 JV1516  STATE/COUNTY-  PA/YORK
 JV1516  USGS QUAD   -  WEST YORK (1973)
 JV1516
 JV1516                         *CURRENT SURVEY CONTROL
 JV1516  ___________________________________________________________________
 JV1516* NAD 83(1986)-  39 52 31.     (N)    076 45 03.     (W)     SCALED    
 JV1516* NAVD 88     -       135.058  (meters)     443.10   (feet)  ADJUSTED  
 JV1516  ___________________________________________________________________
 JV1516  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JV1516  DYNAMIC HT  -         134.989 (meters)     442.88  (feet)  COMP
 JV1516  MODELED GRAV-     980,112.3   (mgal)                       NAVD 88
 JV1516
 JV1516  VERT ORDER  -  SECOND    CLASS 0
 JV1516
 JV1516.The horizontal coordinates were scaled from a topographic map and have
 JV1516.an estimated accuracy of +/- 6 seconds.
 JV1516
 JV1516.The orthometric height was determined by differential leveling
 JV1516.and adjusted by the National Geodetic Survey in June 1991..
 JV1516
 JV1516.The geoid height was determined by GEOID03.
 JV1516
 JV1516.The dynamic height is computed by dividing the NAVD 88
 JV1516.geopotential number by the normal gravity value computed on the
 JV1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1516.degrees latitude (g = 980.6199 gals.).
 JV1516
 JV1516.The modeled gravity was interpolated from observed gravity values.
 JV1516
 JV1516;                    North         East    Units  Estimated Accuracy
 JV1516;SPC PA S     -    60,660.      685,480.      MT  (+/- 180 meters Scaled)
 JV1516
 JV1516                          SUPERSEDED SURVEY CONTROL
 JV1516
 JV1516  NGVD 29 (??/??/??)  135.304  (m)          443.91   (f) ADJUSTED    2 0
 JV1516
 JV1516.Superseded values are not recommended for survey control.
 JV1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1516.See file dsdata.txt to determine how the superseded data were derived.
 JV1516
 JV1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK502153(NAD 83)
 JV1516_MARKER: B = BOLT
 JV1516_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV1516_SP_SET: CULVERT
 JV1516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV1516
 JV1516  HISTORY     - Date     Condition        Report By
 JV1516  HISTORY     - UNK      MONUMENTED       PRR
 JV1516  HISTORY     - 1935     GOOD             CGS
 JV1516
 JV1516                          STATION DESCRIPTION
 JV1516
 JV1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1516'AT GLATFELTER.
 JV1516'AT GLATFELTER, YORK COUNTY, ABOUT 120 FEET NORTH OF THE
 JV1516'PENNSYLVANIA RAILROAD STATION, AT A CULVERT, IN THE TOP OF THE EAST
 JV1516'COPING, AND 24 FEET EAST OF THE CENTER LINE OF THE TRACK.  A
 JV1516'COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2521 ***********************************************************************
 KV2521  DESIGNATION -  51 RDGRR
 KV2521  PID         -  KV2521
 KV2521  STATE/COUNTY-  PA/LEHIGH
 KV2521  USGS QUAD   -  ALLENTOWN WEST (1992)
 KV2521
 KV2521                         *CURRENT SURVEY CONTROL
 KV2521  ___________________________________________________________________
 KV2521* NAD 83(1986)-  40 30 44.     (N)    075 34 44.     (W)     SCALED    
 KV2521* NAVD 88     -       124.280  (meters)     407.74   (feet)  ADJUSTED  
 KV2521  ___________________________________________________________________
 KV2521  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 KV2521  DYNAMIC HT  -         124.217 (meters)     407.54  (feet)  COMP
 KV2521  MODELED GRAV-     980,113.6   (mgal)                       NAVD 88
 KV2521
 KV2521  VERT ORDER  -  SECOND    CLASS 0
 KV2521
 KV2521.The horizontal coordinates were scaled from a topographic map and have
 KV2521.an estimated accuracy of +/- 6 seconds.
 KV2521
 KV2521.The orthometric height was determined by differential leveling
 KV2521.and adjusted by the National Geodetic Survey in June 1991..
 KV2521
 KV2521.The geoid height was determined by GEOID03.
 KV2521
 KV2521.The dynamic height is computed by dividing the NAVD 88
 KV2521.geopotential number by the normal gravity value computed on the
 KV2521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2521.degrees latitude (g = 980.6199 gals.).
 KV2521
 KV2521.The modeled gravity was interpolated from observed gravity values.
 KV2521
 KV2521;                    North         East    Units  Estimated Accuracy
 KV2521;SPC PA S     -   133,160.      783,980.      MT  (+/- 180 meters Scaled)
 KV2521
 KV2521                          SUPERSEDED SURVEY CONTROL
 KV2521
 KV2521  NGVD 29 (??/??/??)  124.486  (m)          408.42   (f) ADJUSTED    2 0
 KV2521
 KV2521.Superseded values are not recommended for survey control.
 KV2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2521.See file dsdata.txt to determine how the superseded data were derived.
 KV2521
 KV2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK509847(NAD 83)
 KV2521_MARKER: Q = CHISELED SQUARE
 KV2521_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2521_SP_SET: SEMAPHORE FOUNDATION
 KV2521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2521
 KV2521  HISTORY     - Date     Condition        Report By
 KV2521  HISTORY     - 1932     MONUMENTED       RDGRR
 KV2521  HISTORY     - 1932     GOOD             CGS
 KV2521  HISTORY     - 1971     GOOD             PADT
 KV2521  HISTORY     - 1977     GOOD             NGS
 KV2521  HISTORY     - 20030102 MARK NOT FOUND   USPSQD
 KV2521
 KV2521                          STATION DESCRIPTION
 KV2521
 KV2521'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV2521'1.2 MI W FROM MACUNGIE.
 KV2521'1.2 MILES WEST ALONG THE READING CO. RAILROAD FROM MACUNGIE,
 KV2521'LEHIGH COUNTY, ACROSS THE TRACKS FROM THE WEAVER ORCHARD
 KV2521'FARMHOUSE, IN THE TOP OF THE CONCRETE BASE OF SEMAPHORE 58,
 KV2521'AND NEAR THE CHISELED LETTERS B M.  AN OUTLINED SQUARE.
 KV2521
 KV2521                          STATION RECOVERY (1971)
 KV2521
 KV2521'RECOVERY NOTE BY PA DEPT OF TRANSP 1971
 KV2521'RECOVERED IN GOOD CONDITION.
 KV2521
 KV2521                          STATION RECOVERY (1977)
 KV2521
 KV2521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KV2521'RECOVERED IN GOOD CONDITION.
 KV2521
 KV2521                          STATION RECOVERY (2003)
 KV2521
 KV2521'RECOVERY NOTE BY US POWER SQUADRON 2003 (DEE)
 KV2521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1940 ***********************************************************************
 JV1940  DESIGNATION -  510 USGS
 JV1940  PID         -  JV1940
 JV1940  STATE/COUNTY-  PA/ADAMS
 JV1940  USGS QUAD   -  GETTYSBURG (1994)
 JV1940
 JV1940                         *CURRENT SURVEY CONTROL
 JV1940  ___________________________________________________________________
 JV1940* NAD 83(1986)-  39 46 43.     (N)    077 09 59.     (W)     SCALED    
 JV1940* NAVD 88     -       155.375  (meters)     509.76   (feet)  ADJUSTED  
 JV1940  ___________________________________________________________________
 JV1940  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 JV1940  DYNAMIC HT  -         155.292 (meters)     509.49  (feet)  COMP
 JV1940  MODELED GRAV-     980,085.1   (mgal)                       NAVD 88
 JV1940
 JV1940  VERT ORDER  -  SECOND    CLASS 0
 JV1940
 JV1940.The horizontal coordinates were scaled from a topographic map and have
 JV1940.an estimated accuracy of +/- 6 seconds.
 JV1940
 JV1940.The orthometric height was determined by differential leveling
 JV1940.and adjusted by the National Geodetic Survey in June 1991..
 JV1940
 JV1940.The geoid height was determined by GEOID03.
 JV1940
 JV1940.The dynamic height is computed by dividing the NAVD 88
 JV1940.geopotential number by the normal gravity value computed on the
 JV1940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1940.degrees latitude (g = 980.6199 gals.).
 JV1940
 JV1940.The modeled gravity was interpolated from observed gravity values.
 JV1940
 JV1940;                    North         East    Units  Estimated Accuracy
 JV1940;SPC PA S     -    49,610.      650,000.      MT  (+/- 180 meters Scaled)
 JV1940
 JV1940                          SUPERSEDED SURVEY CONTROL
 JV1940
 JV1940  NGVD 29 (??/??/??)  155.578  (m)          510.43   (f) ADJUSTED    2 0
 JV1940
 JV1940.Superseded values are not recommended for survey control.
 JV1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1940.See file dsdata.txt to determine how the superseded data were derived.
 JV1940
 JV1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK144054(NAD 83)
 JV1940_MARKER: DD = SURVEY DISK
 JV1940_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1940_SP_SET: BUILDING
 JV1940_STAMPING: 510 1906
 JV1940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV1940+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2006
 JV1940
 JV1940  HISTORY     - Date     Condition        Report By
 JV1940  HISTORY     - 1906     MONUMENTED       USGS
 JV1940  HISTORY     - 1942     GOOD             CGS
 JV1940  HISTORY     - 20060819 GOOD             GEOCAC
 JV1940
 JV1940                          STATION DESCRIPTION
 JV1940
 JV1940'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1940'5.2 MI S FROM GETTYSBURG.
 JV1940'5.2 MILES SOUTH ALONG U.S. HIGHWAY 140 FROM THE RAILROAD STATION
 JV1940'AT GETTYSBURG, ADAMS COUNTY, ON THE NORTHEAST SIDE OF THE
 JV1940'HIGHWAY, IN THE SOUTHEAST SIDE OF A TWO-STORY ROCK HOUSE, AND
 JV1940'ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  A UNITED STATES GEOLOGICAL
 JV1940'SURVEY STANDAR DISK, STAMPED 510 1906.
 JV1940
 JV1940                          STATION RECOVERY (2006)
 JV1940
 JV1940'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV1940'MARK IS ON FRONT (SOUTHWEST) WALL OF THE HOUSE, ABOUT 1 FOOT NORTHWEST
 JV1940'OF THE SOUTHERNMOST CORNER. HOUSE IS ON THE NORTHWEST CORNER OF THE
 JV1940'INTERSECTION OF STATE ROUTE 97 AND TWO TAVERNS ROAD RUNNING
 JV1940'NORTH-NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1522 ***********************************************************************
 JV1522  DESIGNATION -  510 USGS
 JV1522  PID         -  JV1522
 JV1522  STATE/COUNTY-  PA/YORK
 JV1522  USGS QUAD   -  SEVEN VALLEYS (1981)
 JV1522
 JV1522                         *CURRENT SURVEY CONTROL
 JV1522  ___________________________________________________________________
 JV1522* NAD 83(1986)-  39 49 13.     (N)    076 45 36.     (W)     SCALED    
 JV1522* NAVD 88     -       156.139  (meters)     512.27   (feet)  ADJUSTED  
 JV1522  ___________________________________________________________________
 JV1522  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 JV1522  DYNAMIC HT  -         156.061 (meters)     512.01  (feet)  COMP
 JV1522  MODELED GRAV-     980,120.9   (mgal)                       NAVD 88
 JV1522
 JV1522  VERT ORDER  -  SECOND    CLASS 0
 JV1522
 JV1522.The horizontal coordinates were scaled from a topographic map and have
 JV1522.an estimated accuracy of +/- 6 seconds.
 JV1522
 JV1522.The orthometric height was determined by differential leveling
 JV1522.and adjusted by the National Geodetic Survey in June 1991..
 JV1522
 JV1522.The geoid height was determined by GEOID03.
 JV1522
 JV1522.The dynamic height is computed by dividing the NAVD 88
 JV1522.geopotential number by the normal gravity value computed on the
 JV1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1522.degrees latitude (g = 980.6199 gals.).
 JV1522
 JV1522.The modeled gravity was interpolated from observed gravity values.
 JV1522
 JV1522;                    North         East    Units  Estimated Accuracy
 JV1522;SPC PA S     -    54,540.      684,760.      MT  (+/- 180 meters Scaled)
 JV1522
 JV1522                          SUPERSEDED SURVEY CONTROL
 JV1522
 JV1522  NGVD 29 (??/??/??)  156.373  (m)          513.03   (f) ADJUSTED    2 0
 JV1522
 JV1522.Superseded values are not recommended for survey control.
 JV1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1522.See file dsdata.txt to determine how the superseded data were derived.
 JV1522
 JV1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK493092(NAD 83)
 JV1522_MARKER: DD = SURVEY DISK
 JV1522_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1522_SP_SET: BRIDGE
 JV1522_STAMPING: PENNA 510
 JV1522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1522
 JV1522  HISTORY     - Date     Condition        Report By
 JV1522  HISTORY     - UNK      MONUMENTED       USGS
 JV1522  HISTORY     - 1935     GOOD             CGS
 JV1522
 JV1522                          STATION DESCRIPTION
 JV1522
 JV1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1522'AT LARUE.
 JV1522'LARUE, YORK COUNTY, ABOUT 150 FEET SOUTH OF THE PENNSYLVANIA
 JV1522'RAILROAD STATION, AT BRIDGE 44.17, IN THE TOP OF THE NORTH CENTER
 JV1522'OF THE EAST COPING, AND 7 FEET EAST OF THE CENTER LINE OF THE
 JV1522'EAST TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 JV1522'STAMPED PENNA 510.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1450 ***********************************************************************
 KX1450  DESIGNATION -  511 A
 KX1450  PID         -  KX1450
 KX1450  STATE/COUNTY-  PA/WASHINGTON
 KX1450  USGS QUAD   -  CALIFORNIA (1979)
 KX1450
 KX1450                         *CURRENT SURVEY CONTROL
 KX1450  ___________________________________________________________________
 KX1450* NAD 83(1986)-  40 00 56.     (N)    079 58 47.     (W)     SCALED    
 KX1450* NAVD 88     -       238.609  (meters)     782.84   (feet)  ADJUSTED  
 KX1450  ___________________________________________________________________
 KX1450  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KX1450  DYNAMIC HT  -         238.475 (meters)     782.40  (feet)  COMP
 KX1450  MODELED GRAV-     980,055.7   (mgal)                       NAVD 88
 KX1450
 KX1450  VERT ORDER  -  SECOND    CLASS 0
 KX1450
 KX1450.The horizontal coordinates were scaled from a topographic map and have
 KX1450.an estimated accuracy of +/- 6 seconds.
 KX1450
 KX1450.The orthometric height was determined by differential leveling
 KX1450.and adjusted by the National Geodetic Survey in June 1991..
 KX1450
 KX1450.The geoid height was determined by GEOID03.
 KX1450
 KX1450.The dynamic height is computed by dividing the NAVD 88
 KX1450.geopotential number by the normal gravity value computed on the
 KX1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1450.degrees latitude (g = 980.6199 gals.).
 KX1450
 KX1450.The modeled gravity was interpolated from observed gravity values.
 KX1450
 KX1450;                    North         East    Units  Estimated Accuracy
 KX1450;SPC PA S     -    78,150.      409,660.      MT  (+/- 180 meters Scaled)
 KX1450
 KX1450                          SUPERSEDED SURVEY CONTROL
 KX1450
 KX1450  NGVD 29 (??/??/92)  238.764  (m)          783.34   (f) ADJ UNCH    2 0
 KX1450
 KX1450.Superseded values are not recommended for survey control.
 KX1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1450.See file dsdata.txt to determine how the superseded data were derived.
 KX1450
 KX1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE870299(NAD 83)
 KX1450_MARKER: DD = SURVEY DISK
 KX1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1450_STAMPING: 511 A
 KX1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1450+STABILITY: SURFACE MOTION
 KX1450
 KX1450  HISTORY     - Date     Condition        Report By
 KX1450  HISTORY     - UNK      MONUMENTED       DOD
 KX1450  HISTORY     - 1935     GOOD             NGS
 KX1450  HISTORY     - 1954     MARK NOT FOUND   USGS
 KX1450
 KX1450                          STATION DESCRIPTION
 KX1450
 KX1450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX1450'2.1 MI NE FROM MILLSBORO.
 KX1450'ABOUT 2.1 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD
 KX1450'FROM A HIGH SCHOOL AT MILLSBORO, WASHINGTON COUNTY, 1,400 FEET
 KX1450'WEST OF MILEPOST 59, 600 FEET EAST OF THE CROSSING OF A
 KX1450'PRIVATE ROAD, ABOUT 60 FEET EAST OF THE CENTER LINE OF STATE
 KX1450'HIGHWAY 88, AND AT THE CENTER OF THE TRACK.  A CORPS OF
 KX1450'ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED 511 A AND SET IN
 KX1450'THE TOP OF A CONCRETE POST.
 KX1450
 KX1450                          STATION RECOVERY (1954)
 KX1450
 KX1450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 KX1450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1449 ***********************************************************************
 KX1449  DESIGNATION -  513 A
 KX1449  PID         -  KX1449
 KX1449  STATE/COUNTY-  PA/WASHINGTON
 KX1449  USGS QUAD   -  CALIFORNIA (1979)
 KX1449
 KX1449                         *CURRENT SURVEY CONTROL
 KX1449  ___________________________________________________________________
 KX1449* NAD 83(1986)-  40 00 55.     (N)    079 58 58.     (W)     SCALED    
 KX1449* NAVD 88     -       238.284  (meters)     781.77   (feet)  ADJUSTED  
 KX1449  ___________________________________________________________________
 KX1449  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KX1449  DYNAMIC HT  -         238.149 (meters)     781.33  (feet)  COMP
 KX1449  MODELED GRAV-     980,055.1   (mgal)                       NAVD 88
 KX1449
 KX1449  VERT ORDER  -  SECOND    CLASS 0
 KX1449
 KX1449.The horizontal coordinates were scaled from a topographic map and have
 KX1449.an estimated accuracy of +/- 6 seconds.
 KX1449
 KX1449.The orthometric height was determined by differential leveling
 KX1449.and adjusted by the National Geodetic Survey in June 1991..
 KX1449
 KX1449.The geoid height was determined by GEOID03.
 KX1449
 KX1449.The dynamic height is computed by dividing the NAVD 88
 KX1449.geopotential number by the normal gravity value computed on the
 KX1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1449.degrees latitude (g = 980.6199 gals.).
 KX1449
 KX1449.The modeled gravity was interpolated from observed gravity values.
 KX1449
 KX1449;                    North         East    Units  Estimated Accuracy
 KX1449;SPC PA S     -    78,130.      409,400.      MT  (+/- 180 meters Scaled)
 KX1449
 KX1449                          SUPERSEDED SURVEY CONTROL
 KX1449
 KX1449  NGVD 29 (??/??/92)  238.439  (m)          782.28   (f) ADJ UNCH    2 0
 KX1449
 KX1449.Superseded values are not recommended for survey control.
 KX1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1449.See file dsdata.txt to determine how the superseded data were derived.
 KX1449
 KX1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE868299(NAD 83)
 KX1449_MARKER: DD = SURVEY DISK
 KX1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1449_STAMPING: 513 A
 KX1449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1449+STABILITY: SURFACE MOTION
 KX1449
 KX1449  HISTORY     - Date     Condition        Report By
 KX1449  HISTORY     - UNK      MONUMENTED       DOD
 KX1449  HISTORY     - 1935     GOOD             NGS
 KX1449  HISTORY     - 1954     MARK NOT FOUND   USGS
 KX1449
 KX1449                          STATION DESCRIPTION
 KX1449
 KX1449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX1449'1.9 MI N FROM MILLSBORO.
 KX1449'ABOUT 1.9 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM A
 KX1449'HIGH SCHOOL AT MILLSBORO, WASHINGTON COUNTY, 345 FEET WEST OF
 KX1449'THE CENTER OF THE CROSSING OF A PRIVATE ROAD, 300 FEET
 KX1449'SOUTHWEST OF THE CENTER OF THE JUNCTION OF A ROAD AND STATE
 KX1449'HIGHWAY 88, AND 42 FEET SOUTH OF THE CENTER LINE OF THE
 KX1449'HIGHWAY.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK,
 KX1449'STAMPED 513 A AND SET IN THE TOP OF A CONCRETE POST.
 KX1449
 KX1449                          STATION RECOVERY (1954)
 KX1449
 KX1449'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 KX1449'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3262 ***********************************************************************
 JV3262  DESIGNATION -  51.41 PRR
 JV3262  PID         -  JV3262
 JV3262  STATE/COUNTY-  PA/FRANKLIN
 JV3262  USGS QUAD   -  CHAMBERSBURG (1990)
 JV3262
 JV3262                         *CURRENT SURVEY CONTROL
 JV3262  ___________________________________________________________________
 JV3262* NAD 83(1986)-  39 56 25.     (N)    077 39 07.     (W)     SCALED    
 JV3262* NAVD 88     -       195.492  (meters)     641.38   (feet)  ADJUSTED  
 JV3262  ___________________________________________________________________
 JV3262  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 JV3262  DYNAMIC HT  -         195.380 (meters)     641.01  (feet)  COMP
 JV3262  MODELED GRAV-     980,050.5   (mgal)                       NAVD 88
 JV3262
 JV3262  VERT ORDER  -  FIRST     CLASS II
 JV3262
 JV3262.The horizontal coordinates were scaled from a topographic map and have
 JV3262.an estimated accuracy of +/- 6 seconds.
 JV3262
 JV3262.The orthometric height was determined by differential leveling
 JV3262.and adjusted by the National Geodetic Survey in June 1991..
 JV3262
 JV3262.The geoid height was determined by GEOID03.
 JV3262
 JV3262.The dynamic height is computed by dividing the NAVD 88
 JV3262.geopotential number by the normal gravity value computed on the
 JV3262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3262.degrees latitude (g = 980.6199 gals.).
 JV3262
 JV3262.The modeled gravity was interpolated from observed gravity values.
 JV3262
 JV3262;                    North         East    Units  Estimated Accuracy
 JV3262;SPC PA S     -    67,400.      608,380.      MT  (+/- 180 meters Scaled)
 JV3262
 JV3262                          SUPERSEDED SURVEY CONTROL
 JV3262
 JV3262  NGVD 29 (??/??/??)  195.670  (m)          641.96   (f) ADJUSTED    1 2
 JV3262
 JV3262.Superseded values are not recommended for survey control.
 JV3262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3262.See file dsdata.txt to determine how the superseded data were derived.
 JV3262
 JV3262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK734244(NAD 83)
 JV3262_MARKER: B = BOLT
 JV3262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3262_SP_SET: BRIDGE
 JV3262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV3262+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2006
 JV3262
 JV3262  HISTORY     - Date     Condition        Report By
 JV3262  HISTORY     - UNK      MONUMENTED       PRR
 JV3262  HISTORY     - 1934     GOOD             CGS
 JV3262  HISTORY     - 20060721 GOOD             GEOCAC
 JV3262
 JV3262                          STATION DESCRIPTION
 JV3262
 JV3262'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JV3262'0.3 MI N FROM CHAMBERSBURG.
 JV3262'0.3 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JV3262'AT CHAMBERSBURG, FRANKLIN COUNTY, AT BRIDGE 51.41 OVER GRANT
 JV3262'STREET, AND IN THE TOP OF THE WEST WALL.  A BRASS BOLT.
 JV3262
 JV3262                          STATION RECOVERY (2006)
 JV3262
 JV3262'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV3262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0660 ***********************************************************************
 KW0660  DESIGNATION -  516
 KW0660  PID         -  KW0660
 KW0660  STATE/COUNTY-  PA/BERKS
 KW0660  USGS QUAD   -  SINKING SPRING (1987)
 KW0660
 KW0660                         *CURRENT SURVEY CONTROL
 KW0660  ___________________________________________________________________
 KW0660* NAD 83(1986)-  40 16 43.     (N)    076 05 18.     (W)     SCALED    
 KW0660* NAVD 88     -       156.87   (+/-2cm)     514.7    (feet)  VERTCON   
 KW0660  ___________________________________________________________________
 KW0660  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 KW0660
 KW0660  VERT ORDER  -  ? (See Below)
 KW0660
 KW0660.The horizontal coordinates were scaled from a topographic map and have
 KW0660.an estimated accuracy of +/- 6 seconds.
 KW0660
 KW0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW0660.The vertical order pertains to the NGVD 29 superseded value.
 KW0660
 KW0660.The geoid height was determined by GEOID03.
 KW0660
 KW0660;                    North         East    Units  Estimated Accuracy
 KW0660;SPC PA S     -   106,290.      741,300.      MT  (+/- 180 meters Scaled)
 KW0660
 KW0660                          SUPERSEDED SURVEY CONTROL
 KW0660
 KW0660  NGVD 29 (??/??/??)  157.100  (m)          515.42   (f) ADJUSTED    ?  
 KW0660
 KW0660.Superseded values are not recommended for survey control.
 KW0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0660.See file dsdata.txt to determine how the superseded data were derived.
 KW0660
 KW0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK074592(NAD 83)
 KW0660_MARKER: X = CHISELED CROSS
 KW0660_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0660_SP_SET: BRIDGE
 KW0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0660
 KW0660  HISTORY     - Date     Condition        Report By
 KW0660  HISTORY     - UNK      MONUMENTED       CGS
 KW0660  HISTORY     - 1935     GOOD             CGS
 KW0660  HISTORY     - 20020209 MARK NOT FOUND   USPSQD
 KW0660  HISTORY     - 20060416 MARK NOT FOUND   GEOCAC
 KW0660
 KW0660                          STATION DESCRIPTION
 KW0660
 KW0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0660'1.8 MI NE FROM REINHOLDS.
 KW0660'IN BERKS COUNTY, ABOUT 1.8 MILES NORTHEAST ALONG THE READING
 KW0660'CO. RAILWAY FROM THE STATION AT REINHOLDS, LANCASTER COUNTY,
 KW0660'AT BRIDGE 4.88, AND ON THE TOP OF THE EAST END OF THE SOUTH
 KW0660'HEAD WALL.  A CHISELED CROSS.
 KW0660
 KW0660                          STATION RECOVERY (2002)
 KW0660
 KW0660'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW0660'MARK NOT FOUND.
 KW0660
 KW0660                          STATION RECOVERY (2006)
 KW0660
 KW0660'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0660'THE CORNERS OF ALL HEADWALLS HAVE BEEN CHIPPED OFF. MARK NOT LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1448 ***********************************************************************
 KX1448  DESIGNATION -  517 A
 KX1448  PID         -  KX1448
 KX1448  STATE/COUNTY-  PA/WASHINGTON
 KX1448  USGS QUAD   -  CALIFORNIA (1979)
 KX1448
 KX1448                         *CURRENT SURVEY CONTROL
 KX1448  ___________________________________________________________________
 KX1448* NAD 83(1986)-  40 00 48.     (N)    079 59 20.     (W)     SCALED    
 KX1448* NAVD 88     -       240.240  (meters)     788.19   (feet)  ADJUSTED  
 KX1448  ___________________________________________________________________
 KX1448  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KX1448  DYNAMIC HT  -         240.104 (meters)     787.74  (feet)  COMP
 KX1448  MODELED GRAV-     980,053.9   (mgal)                       NAVD 88
 KX1448
 KX1448  VERT ORDER  -  SECOND    CLASS 0
 KX1448
 KX1448.The horizontal coordinates were scaled from a topographic map and have
 KX1448.an estimated accuracy of +/- 6 seconds.
 KX1448
 KX1448.The orthometric height was determined by differential leveling
 KX1448.and adjusted by the National Geodetic Survey in June 1991..
 KX1448
 KX1448.The geoid height was determined by GEOID03.
 KX1448
 KX1448.The dynamic height is computed by dividing the NAVD 88
 KX1448.geopotential number by the normal gravity value computed on the
 KX1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1448.degrees latitude (g = 980.6199 gals.).
 KX1448
 KX1448.The modeled gravity was interpolated from observed gravity values.
 KX1448
 KX1448;                    North         East    Units  Estimated Accuracy
 KX1448;SPC PA S     -    77,930.      408,870.      MT  (+/- 180 meters Scaled)
 KX1448
 KX1448                          SUPERSEDED SURVEY CONTROL
 KX1448
 KX1448  NGVD 29 (??/??/92)  240.394  (m)          788.69   (f) ADJ UNCH    2 0
 KX1448
 KX1448.Superseded values are not recommended for survey control.
 KX1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1448.See file dsdata.txt to determine how the superseded data were derived.
 KX1448
 KX1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE862297(NAD 83)
 KX1448_MARKER: DD = SURVEY DISK
 KX1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1448_STAMPING: 517 A
 KX1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1448+STABILITY: SURFACE MOTION
 KX1448
 KX1448  HISTORY     - Date     Condition        Report By
 KX1448  HISTORY     - UNK      MONUMENTED       DOD
 KX1448  HISTORY     - 1935     GOOD             NGS
 KX1448  HISTORY     - 1954     MARK NOT FOUND   USGS
 KX1448
 KX1448                          STATION DESCRIPTION
 KX1448
 KX1448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX1448'1.6 MI N FROM MILLSBORO.
 KX1448'ABOUT 1.6 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM A
 KX1448'HIGH SCHOOL AT MILLSBORO, WASHINGTON COUNTY, ABOUT 0.2 MILE
 KX1448'NORTHEAST OF MILEPOST 60, ABOUT 130 YARDS SOUTHWEST OF THE
 KX1448'NORTHWEST END OF A SWITCH, AND AT THE CENTER OF THE MAIN
 KX1448'TRACK.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED
 KX1448'517 A AND SET IN THE TOP OF A CONCRETE POST.
 KX1448
 KX1448                          STATION RECOVERY (1954)
 KX1448
 KX1448'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 KX1448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3257 ***********************************************************************
 JV3257  DESIGNATION -  51.74 PRR
 JV3257  PID         -  JV3257
 JV3257  STATE/COUNTY-  PA/FRANKLIN
 JV3257  USGS QUAD   -  CHAMBERSBURG (1990)
 JV3257
 JV3257                         *CURRENT SURVEY CONTROL
 JV3257  ___________________________________________________________________
 JV3257* NAD 83(1986)-  39 56 10.     (N)    077 39 18.     (W)     SCALED    
 JV3257* NAVD 88     -       196.302  (meters)     644.03   (feet)  ADJUSTED  
 JV3257  ___________________________________________________________________
 JV3257  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 JV3257  DYNAMIC HT  -         196.190 (meters)     643.67  (feet)  COMP
 JV3257  MODELED GRAV-     980,050.2   (mgal)                       NAVD 88
 JV3257
 JV3257  VERT ORDER  -  FIRST     CLASS II
 JV3257
 JV3257.The horizontal coordinates were scaled from a topographic map and have
 JV3257.an estimated accuracy of +/- 6 seconds.
 JV3257
 JV3257.The orthometric height was determined by differential leveling
 JV3257.and adjusted by the National Geodetic Survey in June 1991..
 JV3257
 JV3257.The geoid height was determined by GEOID03.
 JV3257
 JV3257.The dynamic height is computed by dividing the NAVD 88
 JV3257.geopotential number by the normal gravity value computed on the
 JV3257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3257.degrees latitude (g = 980.6199 gals.).
 JV3257
 JV3257.The modeled gravity was interpolated from observed gravity values.
 JV3257
 JV3257;                    North         East    Units  Estimated Accuracy
 JV3257;SPC PA S     -    66,930.      608,120.      MT  (+/- 180 meters Scaled)
 JV3257
 JV3257                          SUPERSEDED SURVEY CONTROL
 JV3257
 JV3257  NGVD 29 (??/??/??)  196.479  (m)          644.61   (f) ADJUSTED    1 2
 JV3257
 JV3257.Superseded values are not recommended for survey control.
 JV3257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3257.See file dsdata.txt to determine how the superseded data were derived.
 JV3257
 JV3257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK731240(NAD 83)
 JV3257_MARKER: B = BOLT
 JV3257_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3257_SP_SET: BRIDGE
 JV3257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV3257+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2006
 JV3257
 JV3257  HISTORY     - Date     Condition        Report By
 JV3257  HISTORY     - UNK      MONUMENTED       PRR
 JV3257  HISTORY     - 1942     GOOD             CGS
 JV3257  HISTORY     - 20060721 GOOD             GEOCAC
 JV3257
 JV3257                          STATION DESCRIPTION
 JV3257
 JV3257'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3257'0.1 MI S FROM CHAMBERSBURG.
 JV3257'0.1 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JV3257'AT CHAMBERSBURG, FRANKLIN COUNTY, AT BRIDGE 51.74 OVER LINCOLN
 JV3257'HIGHWAY, AND IN THE TOP OF THE WEST WALL.  A BRASS BOLT.
 JV3257
 JV3257                          STATION RECOVERY (2006)
 JV3257
 JV3257'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV3257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1293 ***********************************************************************
 LZ1293  DESIGNATION -  518 A
 LZ1293  PID         -  LZ1293
 LZ1293  STATE/COUNTY-  PA/CLINTON
 LZ1293  USGS QUAD   -  SNOW SHOE NW (1988)
 LZ1293
 LZ1293                         *CURRENT SURVEY CONTROL
 LZ1293  ___________________________________________________________________
 LZ1293* NAD 83(1986)-  41 14 41.     (N)    077 54 38.     (W)     SCALED    
 LZ1293* NAVD 88     -       220.315  (meters)     722.82   (feet)  ADJUSTED  
 LZ1293  ___________________________________________________________________
 LZ1293  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 LZ1293  DYNAMIC HT  -         220.211 (meters)     722.48  (feet)  COMP
 LZ1293  MODELED GRAV-     980,150.4   (mgal)                       NAVD 88
 LZ1293
 LZ1293  VERT ORDER  -  SECOND    CLASS 0
 LZ1293
 LZ1293.The horizontal coordinates were scaled from a topographic map and have
 LZ1293.an estimated accuracy of +/- 6 seconds.
 LZ1293
 LZ1293.The orthometric height was determined by differential leveling
 LZ1293.and adjusted by the National Geodetic Survey in June 1991..
 LZ1293
 LZ1293.The geoid height was determined by GEOID03.
 LZ1293
 LZ1293.The dynamic height is computed by dividing the NAVD 88
 LZ1293.geopotential number by the normal gravity value computed on the
 LZ1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1293.degrees latitude (g = 980.6199 gals.).
 LZ1293
 LZ1293.The modeled gravity was interpolated from observed gravity values.
 LZ1293
 LZ1293;                    North         East    Units  Estimated Accuracy
 LZ1293;SPC PA N     -   119,730.      586,540.      MT  (+/- 180 meters Scaled)
 LZ1293
 LZ1293                          SUPERSEDED SURVEY CONTROL
 LZ1293
 LZ1293  NGVD 29 (??/??/92)  220.490  (m)          723.39   (f) ADJ UNCH    2 0
 LZ1293
 LZ1293.Superseded values are not recommended for survey control.
 LZ1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1293.See file dsdata.txt to determine how the superseded data were derived.
 LZ1293
 LZ1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL561700(NAD 83)
 LZ1293_MARKER: R = RIVET
 LZ1293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1293_SP_SET: PIPE HEADWALL
 LZ1293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1293
 LZ1293  HISTORY     - Date     Condition        Report By
 LZ1293  HISTORY     - UNK      MONUMENTED       NYCRR
 LZ1293  HISTORY     - 1934     GOOD             NGS
 LZ1293
 LZ1293                          STATION DESCRIPTION
 LZ1293
 LZ1293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1293'1.2 MI W FROM KEATING.
 LZ1293'ABOUT 1.2 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LZ1293'KEATING, CLINTON COUNTY, AT MILEAGE C 51.8, ABOUT 915 FEET WEST
 LZ1293'OF MILEPOST C 52, 54 FEET WEST OF CONCRETE STATION POST 253,
 LZ1293'IN THE TOP OF THE NORTH CONCRETE HEAD WALL OF A 72-INCH CONCRETE
 LZ1293'PIPE, 18 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT
 LZ1293'3 INCHES HIGHER THAN THE TOP OF THE RAIL.  AN IRON RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0327 ***********************************************************************
 MA0327  DESIGNATION -  52
 MA0327  PID         -  MA0327
 MA0327  STATE/COUNTY-  PA/CAMERON
 MA0327  USGS QUAD   -  WEST CREEK (1981)
 MA0327
 MA0327                         *CURRENT SURVEY CONTROL
 MA0327  ___________________________________________________________________
 MA0327* NAD 83(1986)-  41 29 27.     (N)    078 17 38.     (W)     SCALED    
 MA0327* NAVD 88     -       338.757  (meters)    1111.41   (feet)  ADJUSTED  
 MA0327  ___________________________________________________________________
 MA0327  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 MA0327  DYNAMIC HT  -         338.606 (meters)    1110.91  (feet)  COMP
 MA0327  MODELED GRAV-     980,169.8   (mgal)                       NAVD 88
 MA0327
 MA0327  VERT ORDER  -  SECOND    CLASS 0
 MA0327
 MA0327.The horizontal coordinates were scaled from a topographic map and have
 MA0327.an estimated accuracy of +/- 6 seconds.
 MA0327
 MA0327.The orthometric height was determined by differential leveling
 MA0327.and adjusted by the National Geodetic Survey in June 1991..
 MA0327
 MA0327.The geoid height was determined by GEOID03.
 MA0327
 MA0327.The dynamic height is computed by dividing the NAVD 88
 MA0327.geopotential number by the normal gravity value computed on the
 MA0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0327.degrees latitude (g = 980.6199 gals.).
 MA0327
 MA0327.The modeled gravity was interpolated from observed gravity values.
 MA0327
 MA0327;                    North         East    Units  Estimated Accuracy
 MA0327;SPC PA N     -   147,200.      554,580.      MT  (+/- 180 meters Scaled)
 MA0327
 MA0327                          SUPERSEDED SURVEY CONTROL
 MA0327
 MA0327  NGVD 29 (??/??/92)  338.912  (m)         1111.91   (f) ADJ UNCH    2 0
 MA0327
 MA0327.Superseded values are not recommended for survey control.
 MA0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0327.See file dsdata.txt to determine how the superseded data were derived.
 MA0327
 MA0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF259967(NAD 83)
 MA0327_MARKER: Z = SEE DESCRIPTION
 MA0327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0327_SP_SET: CULVERT
 MA0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0327
 MA0327  HISTORY     - Date     Condition        Report By
 MA0327  HISTORY     - UNK      MONUMENTED       PRR
 MA0327  HISTORY     - 1934     GOOD             NGS
 MA0327
 MA0327                          STATION DESCRIPTION
 MA0327
 MA0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0327'3.3 MI W FROM EMPORIUM.
 MA0327'3.3 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM EMPORIUM,
 MA0327'CAMERON COUNTY, ABOUT 1.8 MILES EAST OF HOWARD, ABOUT 725 FEET
 MA0327'WEST OF MILEPOST 146, AT A STONE CULVERT, ON THE TOP OF THE
 MA0327'NORTH SIDE, 10 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND
 MA0327'ABOUT 4 FEET LOWER THAN THE TOP OF THE RAIL.  A CHISELED
 MA0327'SHELF, MARKED B M 52.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0750 ***********************************************************************
 KX0750  DESIGNATION -  52
 KX0750  PID         -  KX0750
 KX0750  STATE/COUNTY-  PA/CLEARFIELD
 KX0750  USGS QUAD   -  BURNSIDE (1994)
 KX0750
 KX0750                         *CURRENT SURVEY CONTROL
 KX0750  ___________________________________________________________________
 KX0750* NAD 83(1986)-  40 50 12.     (N)    078 47 24.     (W)     SCALED    
 KX0750* NAVD 88     -       400.343  (meters)    1313.46   (feet)  ADJUSTED  
 KX0750  ___________________________________________________________________
 KX0750  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KX0750  DYNAMIC HT  -         400.133 (meters)    1312.77  (feet)  COMP
 KX0750  MODELED GRAV-     980,088.2   (mgal)                       NAVD 88
 KX0750
 KX0750  VERT ORDER  -  SECOND    CLASS 0
 KX0750
 KX0750.The horizontal coordinates were scaled from a topographic map and have
 KX0750.an estimated accuracy of +/- 6 seconds.
 KX0750
 KX0750.The orthometric height was determined by differential leveling
 KX0750.and adjusted by the National Geodetic Survey in June 1991..
 KX0750
 KX0750.The geoid height was determined by GEOID03.
 KX0750
 KX0750.The dynamic height is computed by dividing the NAVD 88
 KX0750.geopotential number by the normal gravity value computed on the
 KX0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0750.degrees latitude (g = 980.6199 gals.).
 KX0750
 KX0750.The modeled gravity was interpolated from observed gravity values.
 KX0750
 KX0750;                    North         East    Units  Estimated Accuracy
 KX0750;SPC PA N     -    74,930.      512,290.      MT  (+/- 180 meters Scaled)
 KX0750
 KX0750                          SUPERSEDED SURVEY CONTROL
 KX0750
 KX0750  NGVD 29 (??/??/92)  400.503  (m)         1313.98   (f) ADJ UNCH    2 0
 KX0750
 KX0750.Superseded values are not recommended for survey control.
 KX0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0750.See file dsdata.txt to determine how the superseded data were derived.
 KX0750
 KX0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF863229(NAD 83)
 KX0750_MARKER: DD = SURVEY DISK
 KX0750_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0750_SP_SET: CULVERT
 KX0750_STAMPING: 52 EGB 1967 1967
 KX0750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0750
 KX0750  HISTORY     - Date     Condition        Report By
 KX0750  HISTORY     - 1967     MONUMENTED       USGS
 KX0750  HISTORY     - 1967     GOOD             NGS
 KX0750
 KX0750                          STATION DESCRIPTION
 KX0750
 KX0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0750'1.6 MI N FROM BURNSIDE.
 KX0750'1.65 MILES NORTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE
 KX0750'AT BURNSIDE, AT THE JUNCTION OF U.S. HIGHWAY 219 AND STATE
 KX0750'HIGHWAY 286, SET IN THE CENTER OF A U-SHAPE CULVERT, 100.0
 KX0750'FEET WEST OF THE APPROXIMATE JUNCTION OF U.S. HIGHWAY 219 AND
 KX0750'STATE HIGHWAY 286, 36.0 FEET SOUTHWEST OF TELEPHONE POLE NO.
 KX0750'15651, 22.0 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 286
 KX0750'AND 1.0 FOOT BELOW HIGHWAY 286.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1045 ***********************************************************************
 KX1045  DESIGNATION -  52 A
 KX1045  PID         -  KX1045
 KX1045  STATE/COUNTY-  PA/INDIANA
 KX1045  USGS QUAD   -  BLAIRSVILLE (1981)
 KX1045
 KX1045                         *CURRENT SURVEY CONTROL
 KX1045  ___________________________________________________________________
 KX1045* NAD 83(1986)-  40 27 41.     (N)    079 22 07.     (W)     SCALED    
 KX1045* NAVD 88     -       278.207  (meters)     912.75   (feet)  ADJUSTED  
 KX1045  ___________________________________________________________________
 KX1045  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KX1045  DYNAMIC HT  -         278.060 (meters)     912.27  (feet)  COMP
 KX1045  MODELED GRAV-     980,090.2   (mgal)                       NAVD 88
 KX1045
 KX1045  VERT ORDER  -  FIRST     CLASS II
 KX1045
 KX1045.The horizontal coordinates were scaled from a topographic map and have
 KX1045.an estimated accuracy of +/- 6 seconds.
 KX1045
 KX1045.The orthometric height was determined by differential leveling
 KX1045.and adjusted by the National Geodetic Survey in June 1991..
 KX1045
 KX1045.The geoid height was determined by GEOID03.
 KX1045
 KX1045.The dynamic height is computed by dividing the NAVD 88
 KX1045.geopotential number by the normal gravity value computed on the
 KX1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1045.degrees latitude (g = 980.6199 gals.).
 KX1045
 KX1045.The modeled gravity was interpolated from observed gravity values.
 KX1045
 KX1045;                    North         East    Units  Estimated Accuracy
 KX1045;SPC PA S     -   126,510.      462,730.      MT  (+/- 180 meters Scaled)
 KX1045
 KX1045                          SUPERSEDED SURVEY CONTROL
 KX1045
 KX1045  NGVD 29 (??/??/92)  278.383  (m)          913.33   (f) ADJ UNCH    1 2
 KX1045
 KX1045.Superseded values are not recommended for survey control.
 KX1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1045.See file dsdata.txt to determine how the superseded data were derived.
 KX1045
 KX1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE383802(NAD 83)
 KX1045_MARKER: B = BOLT
 KX1045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1045_SP_SET: BRIDGE
 KX1045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX1045+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 KX1045
 KX1045  HISTORY     - Date     Condition        Report By
 KX1045  HISTORY     - UNK      MONUMENTED       PRR
 KX1045  HISTORY     - 1941     GOOD             NGS
 KX1045  HISTORY     - 20030708 GOOD             PADT
 KX1045
 KX1045                          STATION DESCRIPTION
 KX1045
 KX1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1045'9.1 MI NW FROM TORRANCE.
 KX1045'IN INDIANA COUNTY, ABOUT 9.1 MILES NORTHWEST ALONG THE PENNSYLVANIA
 KX1045'RAILROAD FROM TORRANCE, WESTMORELAND COUNTY, ABOUT 750 FEET WEST
 KX1045'OF THE WEST END OF THE RAILROAD TUNNEL AT BOW, ABOUT 90 FEET
 KX1045'SOUTHEAST OF MILEPOST 16, IN THE WEST END OF THE SOUTH PARPET
 KX1045'OF THE BRIDGE OVER CONEMAUGH RIVER, 7.3 FEET SOUTH OF THE SOUTH
 KX1045'RAIL, AND 1.2 FEET EAST OF THE WEST END OF THE BRIDGE.  A COPPER
 KX1045'BOLT WITHIN A CHISELED SQUARE.
 KX1045
 KX1045                          STATION RECOVERY (2003)
 KX1045
 KX1045'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (RD)
 KX1045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0892 ***********************************************************************
 KX0892  DESIGNATION -  52 L
 KX0892  PID         -  KX0892
 KX0892  STATE/COUNTY-  PA/ARMSTRONG
 KX0892  USGS QUAD   -  TEMPLETON (1993)
 KX0892
 KX0892                         *CURRENT SURVEY CONTROL
 KX0892  ___________________________________________________________________
 KX0892* NAD 83(1986)-  40 52 42.     (N)    079 28 48.     (W)     SCALED    
 KX0892* NAVD 88     -       246.929  (meters)     810.13   (feet)  ADJUSTED  
 KX0892  ___________________________________________________________________
 KX0892  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KX0892  DYNAMIC HT  -         246.807 (meters)     809.73  (feet)  COMP
 KX0892  MODELED GRAV-     980,125.8   (mgal)                       NAVD 88
 KX0892
 KX0892  VERT ORDER  -  FIRST     CLASS II
 KX0892
 KX0892.The horizontal coordinates were scaled from a topographic map and have
 KX0892.an estimated accuracy of +/- 6 seconds.
 KX0892
 KX0892.The orthometric height was determined by differential leveling
 KX0892.and adjusted by the National Geodetic Survey in June 1991..
 KX0892
 KX0892.The geoid height was determined by GEOID03.
 KX0892
 KX0892.The dynamic height is computed by dividing the NAVD 88
 KX0892.geopotential number by the normal gravity value computed on the
 KX0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0892.degrees latitude (g = 980.6199 gals.).
 KX0892
 KX0892.The modeled gravity was interpolated from observed gravity values.
 KX0892
 KX0892;                    North         East    Units  Estimated Accuracy
 KX0892;SPC PA S     -   172,980.      454,190.      MT  (+/- 180 meters Scaled)
 KX0892
 KX0892                          SUPERSEDED SURVEY CONTROL
 KX0892
 KX0892  NGVD 29 (??/??/92)  247.107  (m)          810.72   (f) ADJ UNCH    1 2
 KX0892
 KX0892.Superseded values are not recommended for survey control.
 KX0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0892.See file dsdata.txt to determine how the superseded data were derived.
 KX0892
 KX0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF280263(NAD 83)
 KX0892_MARKER: DD = SURVEY DISK
 KX0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0892_STAMPING: 52 L USED
 KX0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0892+STABILITY: SURFACE MOTION
 KX0892
 KX0892  HISTORY     - Date     Condition        Report By
 KX0892  HISTORY     - UNK      MONUMENTED       DOD
 KX0892  HISTORY     - 1935     GOOD             NGS
 KX0892
 KX0892                          STATION DESCRIPTION
 KX0892
 KX0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0892'0.7 MI NE FROM MOSGROVE.
 KX0892'0.7 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0892'AT MOSGROVE, ARMSTRONG COUNTY, 0.3 MILE UPSTREAM FROM MILEPOST
 KX0892'50, 280 FEET DOWNSTREAM TOWARD THE RIVER FROM A BLACK FRAME HOUSE,
 KX0892'94 FEET DOWNSTREAM AND LANDWARD FROM THE CENTER OF A FARM-ROAD
 KX0892'CROSSING, 58.7 FEET LANDWARD OF THE LAND RAIL, AND IN AN OLD
 KX0892'ROADBED.  A COPPER BOLT, STAMPED 52 L USED AND SET IN THE TOP
 KX0892'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1514 ***********************************************************************
 JV1514  DESIGNATION -  52 PRR
 JV1514  PID         -  JV1514
 JV1514  STATE/COUNTY-  PA/YORK
 JV1514  USGS QUAD   -  WEST YORK (1973)
 JV1514
 JV1514                         *CURRENT SURVEY CONTROL
 JV1514  ___________________________________________________________________
 JV1514* NAD 83(1986)-  39 53 05.     (N)    076 45 38.     (W)     SCALED    
 JV1514* NAVD 88     -       134.596  (meters)     441.59   (feet)  ADJUSTED  
 JV1514  ___________________________________________________________________
 JV1514  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 JV1514  DYNAMIC HT  -         134.527 (meters)     441.36  (feet)  COMP
 JV1514  MODELED GRAV-     980,111.9   (mgal)                       NAVD 88
 JV1514
 JV1514  VERT ORDER  -  SECOND    CLASS 0
 JV1514
 JV1514.The horizontal coordinates were scaled from a topographic map and have
 JV1514.an estimated accuracy of +/- 6 seconds.
 JV1514
 JV1514.The orthometric height was determined by differential leveling
 JV1514.and adjusted by the National Geodetic Survey in June 1991..
 JV1514
 JV1514.The geoid height was determined by GEOID03.
 JV1514
 JV1514.The dynamic height is computed by dividing the NAVD 88
 JV1514.geopotential number by the normal gravity value computed on the
 JV1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1514.degrees latitude (g = 980.6199 gals.).
 JV1514
 JV1514.The modeled gravity was interpolated from observed gravity values.
 JV1514
 JV1514;                    North         East    Units  Estimated Accuracy
 JV1514;SPC PA S     -    61,700.      684,630.      MT  (+/- 180 meters Scaled)
 JV1514
 JV1514                          SUPERSEDED SURVEY CONTROL
 JV1514
 JV1514  NGVD 29 (??/??/??)  134.843  (m)          442.40   (f) ADJUSTED    2 0
 JV1514
 JV1514.Superseded values are not recommended for survey control.
 JV1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1514.See file dsdata.txt to determine how the superseded data were derived.
 JV1514
 JV1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK494164(NAD 83)
 JV1514_MARKER: B = BOLT
 JV1514_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1514_SP_SET: BRIDGE
 JV1514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV1514+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2006
 JV1514
 JV1514  HISTORY     - Date     Condition        Report By
 JV1514  HISTORY     - UNK      MONUMENTED       PRR
 JV1514  HISTORY     - 1935     GOOD             CGS
 JV1514  HISTORY     - 20060330 GOOD             GEOCAC
 JV1514
 JV1514                          STATION DESCRIPTION
 JV1514
 JV1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1514'0.9 MI N FROM GLATFELTER.
 JV1514'0.9 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE CODORUS
 JV1514'CREEK BRIDGE AT GLATFELTER, YORK COUNTY, AT BRIDGE 49.84, IN THE
 JV1514'TOP OF THE NORTH END OF THE WEST CONCRETE COPING, AND 10 FEET
 JV1514'WEST OF THE CENTER LINE OF THE TRACK.  A COPPER BOLT.
 JV1514
 JV1514                          STATION RECOVERY (2006)
 JV1514
 JV1514'RECOVERY NOTE BY GEOCACHING 2006 (KAG)
 JV1514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0661 ***********************************************************************
 KW0661  DESIGNATION -  520
 KW0661  PID         -  KW0661
 KW0661  STATE/COUNTY-  PA/BERKS
 KW0661  USGS QUAD   -  SINKING SPRING (1987)
 KW0661
 KW0661                         *CURRENT SURVEY CONTROL
 KW0661  ___________________________________________________________________
 KW0661* NAD 83(1986)-  40 16 43.     (N)    076 05 12.     (W)     SCALED    
 KW0661* NAVD 88     -       158.29   (+/-2cm)     519.3    (feet)  VERTCON   
 KW0661  ___________________________________________________________________
 KW0661  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 KW0661
 KW0661  VERT ORDER  -  ? (See Below)
 KW0661
 KW0661.The horizontal coordinates were scaled from a topographic map and have
 KW0661.an estimated accuracy of +/- 6 seconds.
 KW0661
 KW0661.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW0661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW0661.The vertical order pertains to the NGVD 29 superseded value.
 KW0661
 KW0661.The geoid height was determined by GEOID03.
 KW0661
 KW0661;                    North         East    Units  Estimated Accuracy
 KW0661;SPC PA S     -   106,290.      741,450.      MT  (+/- 180 meters Scaled)
 KW0661
 KW0661                          SUPERSEDED SURVEY CONTROL
 KW0661
 KW0661  NGVD 29 (??/??/??)  158.530  (m)          520.11   (f) ADJUSTED    ?  
 KW0661
 KW0661.Superseded values are not recommended for survey control.
 KW0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0661.See file dsdata.txt to determine how the superseded data were derived.
 KW0661
 KW0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK076592(NAD 83)
 KW0661_MARKER: Q = CHISELED SQUARE
 KW0661_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0661_SP_SET: BRIDGE
 KW0661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0661
 KW0661  HISTORY     - Date     Condition        Report By
 KW0661  HISTORY     - UNK      MONUMENTED       CGS
 KW0661  HISTORY     - 1935     GOOD             CGS
 KW0661  HISTORY     - 20020209 POOR             USPSQD
 KW0661  HISTORY     - 20060416 GOOD             GEOCAC
 KW0661
 KW0661                          STATION DESCRIPTION
 KW0661
 KW0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0661'1.9 MI NE FROM REINHOLDS.
 KW0661'IN BERKS COUNTY, ABOUT 1.9 MILES NORTHEAST ALONG THE READING
 KW0661'CO. RAILWAY FROM THE STATION AT REINHOLDS, LANCASTER COUNTY,
 KW0661'AT CONCRETE BRIDGE 4.75, AND ON THE TOP OF THE WEST END OF THE
 KW0661'NORTH HEAD WALL.  A CHISELED SQUARE.
 KW0661
 KW0661                          STATION RECOVERY (2002)
 KW0661
 KW0661'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW0661'LOOKS LIKE AS CROSS INSIDE A SQUARE.
 KW0661
 KW0661                          STATION RECOVERY (2006)
 KW0661
 KW0661'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0661'MARK FOUND AS DESCRIBED--CHISELED SQUARE ON CORNER OF HEADWALL.
 KW0661'LETTERS BM ARE VISIBLE TO THE SOUTH OF THE MARK.
 KW0661' 
 KW0661'N 40 16 43.9 W 076 05 09.3
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1582 ***********************************************************************
 KW1582  DESIGNATION -  522 USGS
 KW1582  PID         -  KW1582
 KW1582  STATE/COUNTY-  PA/UNION
 KW1582  USGS QUAD   -  LEWISBURG (1994)
 KW1582
 KW1582                         *CURRENT SURVEY CONTROL
 KW1582  ___________________________________________________________________
 KW1582* NAD 83(1986)-  40 56 27.     (N)    076 59 15.     (W)     SCALED    
 KW1582* NAVD 88     -       159.11   (+/-2cm)     522.0    (feet)  VERTCON   
 KW1582  ___________________________________________________________________
 KW1582  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 KW1582
 KW1582  VERT ORDER  -  ? (See Below)
 KW1582
 KW1582.The horizontal coordinates were scaled from a topographic map and have
 KW1582.an estimated accuracy of +/- 6 seconds.
 KW1582
 KW1582.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW1582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW1582.The vertical order pertains to the NGVD 29 superseded value.
 KW1582
 KW1582.The geoid height was determined by GEOID03.
 KW1582
 KW1582;                    North         East    Units  Estimated Accuracy
 KW1582;SPC PA N     -    86,260.      664,210.      MT  (+/- 180 meters Scaled)
 KW1582
 KW1582                          SUPERSEDED SURVEY CONTROL
 KW1582
 KW1582  NGVD 29 (??/??/??)  159.332  (m)          522.74   (f) ADJUSTED    ?  
 KW1582
 KW1582.Superseded values are not recommended for survey control.
 KW1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1582.See file dsdata.txt to determine how the superseded data were derived.
 KW1582
 KW1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL326340(NAD 83)
 KW1582_MARKER: Q = CHISELED SQUARE
 KW1582_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1582_SP_SET: BRIDGE
 KW1582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1582
 KW1582  HISTORY     - Date     Condition        Report By
 KW1582  HISTORY     - UNK      MONUMENTED       USGS
 KW1582  HISTORY     - 1934     GOOD             CGS
 KW1582
 KW1582                          STATION DESCRIPTION
 KW1582
 KW1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1582'NEAR VICKSBURG.
 KW1582'1,000 FEET WEST ALONG THE PENNSYLVANIA RAILROAD FROM VICKSBURG,
 KW1582'UNION COUNTY, AT BRIDGE 7+21, AND ON THE SOUTHEAST CORNER OF THE
 KW1582'WEST BACK WALL.  A CHISELED SQUARE, MARKED BY THE PAINTED LETTERS
 KW1582'B.M. 522.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1446 ***********************************************************************
 KX1446  DESIGNATION -  523 A
 KX1446  PID         -  KX1446
 KX1446  STATE/COUNTY-  PA/WASHINGTON
 KX1446  USGS QUAD   -  CALIFORNIA (1979)
 KX1446
 KX1446                         *CURRENT SURVEY CONTROL
 KX1446  ___________________________________________________________________
 KX1446* NAD 83(1986)-  40 00 27.     (N)    079 59 50.     (W)     SCALED    
 KX1446* NAVD 88     -       242.839  (meters)     796.71   (feet)  ADJUSTED  
 KX1446  ___________________________________________________________________
 KX1446  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KX1446  DYNAMIC HT  -         242.701 (meters)     796.26  (feet)  COMP
 KX1446  MODELED GRAV-     980,052.1   (mgal)                       NAVD 88
 KX1446
 KX1446  VERT ORDER  -  SECOND    CLASS 0
 KX1446
 KX1446.The horizontal coordinates were scaled from a topographic map and have
 KX1446.an estimated accuracy of +/- 6 seconds.
 KX1446
 KX1446.The orthometric height was determined by differential leveling
 KX1446.and adjusted by the National Geodetic Survey in June 1991..
 KX1446
 KX1446.The geoid height was determined by GEOID03.
 KX1446
 KX1446.The dynamic height is computed by dividing the NAVD 88
 KX1446.geopotential number by the normal gravity value computed on the
 KX1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1446.degrees latitude (g = 980.6199 gals.).
 KX1446
 KX1446.The modeled gravity was interpolated from observed gravity values.
 KX1446
 KX1446;                    North         East    Units  Estimated Accuracy
 KX1446;SPC PA S     -    77,300.      408,150.      MT  (+/- 180 meters Scaled)
 KX1446
 KX1446                          SUPERSEDED SURVEY CONTROL
 KX1446
 KX1446  NGVD 29 (??/??/92)  242.992  (m)          797.22   (f) ADJ UNCH    2 0
 KX1446
 KX1446.Superseded values are not recommended for survey control.
 KX1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1446.See file dsdata.txt to determine how the superseded data were derived.
 KX1446
 KX1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE855290(NAD 83)
 KX1446_MARKER: DD = SURVEY DISK
 KX1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1446_STAMPING: 523 A
 KX1446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1446+STABILITY: SURFACE MOTION
 KX1446
 KX1446  HISTORY     - Date     Condition        Report By
 KX1446  HISTORY     - UNK      MONUMENTED       DOD
 KX1446  HISTORY     - 1935     GOOD             NGS
 KX1446  HISTORY     - 1954     GOOD             USGS
 KX1446
 KX1446                          STATION DESCRIPTION
 KX1446
 KX1446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX1446'AT MILLSBORO.
 KX1446'AT MILLSBORO, 1.0 MI. N. OF A HIGH SCHOOL ALONG STATE HIGHWAY NO.
 KX1446'88, 896 FT. SW. OF THE NE. ANGLE OF THE JUNCTION OF THE HWY.
 KX1446'AND A PAVED RD. N., 26 FT. NW. OF THE HWY., AT THE CENTER OF
 KX1446'RR. TRACKS, IN CONCRETE POST, STANDARD USE DISK PROJECTING
 KX1446'ABOUT 1 IN., STAMPED 523 A.
 KX1446
 KX1446                          STATION RECOVERY (1954)
 KX1446
 KX1446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 KX1446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3256 ***********************************************************************
 JV3256  DESIGNATION -  52.35 PRR
 JV3256  PID         -  JV3256
 JV3256  STATE/COUNTY-  PA/FRANKLIN
 JV3256  USGS QUAD   -  CHAMBERSBURG (1990)
 JV3256
 JV3256                         *CURRENT SURVEY CONTROL
 JV3256  ___________________________________________________________________
 JV3256* NAD 83(1986)-  39 55 41.     (N)    077 39 33.     (W)     SCALED    
 JV3256* NAVD 88     -       192.864  (meters)     632.75   (feet)  ADJUSTED  
 JV3256  ___________________________________________________________________
 JV3256  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 JV3256  DYNAMIC HT  -         192.753 (meters)     632.39  (feet)  COMP
 JV3256  MODELED GRAV-     980,049.5   (mgal)                       NAVD 88
 JV3256
 JV3256  VERT ORDER  -  FIRST     CLASS II
 JV3256
 JV3256.The horizontal coordinates were scaled from a topographic map and have
 JV3256.an estimated accuracy of +/- 6 seconds.
 JV3256
 JV3256.The orthometric height was determined by differential leveling
 JV3256.and adjusted by the National Geodetic Survey in June 1991..
 JV3256
 JV3256.The geoid height was determined by GEOID03.
 JV3256
 JV3256.The dynamic height is computed by dividing the NAVD 88
 JV3256.geopotential number by the normal gravity value computed on the
 JV3256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3256.degrees latitude (g = 980.6199 gals.).
 JV3256
 JV3256.The modeled gravity was interpolated from observed gravity values.
 JV3256
 JV3256;                    North         East    Units  Estimated Accuracy
 JV3256;SPC PA S     -    66,040.      607,770.      MT  (+/- 180 meters Scaled)
 JV3256
 JV3256                          SUPERSEDED SURVEY CONTROL
 JV3256
 JV3256  NGVD 29 (??/??/??)  193.042  (m)          633.34   (f) ADJUSTED    1 2
 JV3256
 JV3256.Superseded values are not recommended for survey control.
 JV3256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3256.See file dsdata.txt to determine how the superseded data were derived.
 JV3256
 JV3256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK727231(NAD 83)
 JV3256_MARKER: B = BOLT
 JV3256_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3256_SP_SET: BRIDGE
 JV3256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3256
 JV3256  HISTORY     - Date     Condition        Report By
 JV3256  HISTORY     - UNK      MONUMENTED       PRR
 JV3256  HISTORY     - 1942     GOOD             CGS
 JV3256
 JV3256                          STATION DESCRIPTION
 JV3256
 JV3256'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3256'0.7 MI S FROM CHAMBERSBURG.
 JV3256'0.7 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JV3256'AT CHAMBERSBURG, FRANKLIN COUNTY, AT CONCRETE BRIDGE 52.35 OVER
 JV3256'MCKINLEY STREET, AND IN THE CENTER OF THE TOP OF THE EAST WALL.
 JV3256'A COPPER BOLT.  NOTE-- THE OLD DESCRIPTION DIRECTS ONE TO THE
 JV3256'WEST WALL, BUT THE BOLT WAS FOUND TO BE IN THE EAST WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1999 ***********************************************************************
 JV1999  DESIGNATION -  526 USGS
 JV1999  PID         -  JV1999
 JV1999  STATE/COUNTY-  PA/ADAMS
 JV1999  USGS QUAD   -  GETTYSBURG (1994)
 JV1999
 JV1999                         *CURRENT SURVEY CONTROL
 JV1999  ___________________________________________________________________
 JV1999* NAD 83(1986)-  39 50 04.     (N)    077 14 07.     (W)     SCALED    
 JV1999* NAVD 88     -       160.072  (meters)     525.17   (feet)  ADJUSTED  
 JV1999  ___________________________________________________________________
 JV1999  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JV1999  DYNAMIC HT  -         159.987 (meters)     524.89  (feet)  COMP
 JV1999  MODELED GRAV-     980,092.3   (mgal)                       NAVD 88
 JV1999
 JV1999  VERT ORDER  -  SECOND    CLASS 0
 JV1999
 JV1999.The horizontal coordinates were scaled from a topographic map and have
 JV1999.an estimated accuracy of +/- 6 seconds.
 JV1999
 JV1999.The orthometric height was determined by differential leveling
 JV1999.and adjusted by the National Geodetic Survey in June 1991..
 JV1999
 JV1999.The geoid height was determined by GEOID03.
 JV1999
 JV1999.The dynamic height is computed by dividing the NAVD 88
 JV1999.geopotential number by the normal gravity value computed on the
 JV1999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1999.degrees latitude (g = 980.6199 gals.).
 JV1999
 JV1999.The modeled gravity was interpolated from observed gravity values.
 JV1999
 JV1999;                    North         East    Units  Estimated Accuracy
 JV1999;SPC PA S     -    55,770.      644,060.      MT  (+/- 180 meters Scaled)
 JV1999
 JV1999                          SUPERSEDED SURVEY CONTROL
 JV1999
 JV1999  NGVD 29 (??/??/??)  160.278  (m)          525.85   (f) ADJUSTED    2 0
 JV1999
 JV1999.Superseded values are not recommended for survey control.
 JV1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1999.See file dsdata.txt to determine how the superseded data were derived.
 JV1999
 JV1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK087117(NAD 83)
 JV1999_MARKER: DD = SURVEY DISK
 JV1999_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV1999_SP_SET: STEP
 JV1999_STAMPING: 526
 JV1999_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV1999
 JV1999  HISTORY     - Date     Condition        Report By
 JV1999  HISTORY     - UNK      MONUMENTED       USGS
 JV1999  HISTORY     - 1935     GOOD             CGS
 JV1999  HISTORY     - 1966     GOOD             USGS
 JV1999  HISTORY     - 1990     GOOD             USPSQD
 JV1999  HISTORY     - 20040501 POOR             USPSQD
 JV1999  HISTORY     - 20060610 POOR             GEOCAC
 JV1999
 JV1999                          STATION DESCRIPTION
 JV1999
 JV1999'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1999'AT GETTYSBURG.
 JV1999'AT GETTYSBURG, ADAMS COUNTY, AT THE GETTYSBURG COLLEGE CAMPUS,
 JV1999'AT THE EAST ENTRANCE TO THE ADMINISTRATION BUILDING, AND IN
 JV1999'THE TOP OF THE SOUTH END OF THE FIRST STONE STEP.  A UNITED
 JV1999'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 526.
 JV1999
 JV1999                          STATION RECOVERY (1966)
 JV1999
 JV1999'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JV1999'RECOVERED IN GOOD CONDITION.
 JV1999
 JV1999                          STATION RECOVERY (1990)
 JV1999
 JV1999'RECOVERY NOTE BY US POWER SQUADRON 1990 (NH)
 JV1999'RECOVERED IN GOOD CONDITION.
 JV1999
 JV1999                          STATION RECOVERY (2004)
 JV1999
 JV1999'RECOVERY NOTE BY US POWER SQUADRON 2004 (CM)
 JV1999'FOUND IN POOR CONDITION.  VANDALS HAVE DAMAGED THE DISK.  ANCHOR BOLT
 JV1999'STILL THERE.
 JV1999
 JV1999                          STATION RECOVERY (2006)
 JV1999
 JV1999'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV1999'DISK FACE HAS BEEN REMOVED - STEM REMAINS IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0888 ***********************************************************************
 LZ0888  DESIGNATION -  528
 LZ0888  PID         -  LZ0888
 LZ0888  STATE/COUNTY-  PA/LYCOMING
 LZ0888  USGS QUAD   -  WILLIAMSPORT (1986)
 LZ0888
 LZ0888                         *CURRENT SURVEY CONTROL
 LZ0888  ___________________________________________________________________
 LZ0888* NAD 83(1986)-  41 14 33.     (N)    077 00 15.     (W)     SCALED    
 LZ0888* NAVD 88     -       160.932  (meters)     527.99   (feet)  ADJUSTED  
 LZ0888  ___________________________________________________________________
 LZ0888  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 LZ0888  DYNAMIC HT  -         160.862 (meters)     527.76  (feet)  COMP
 LZ0888  MODELED GRAV-     980,186.9   (mgal)                       NAVD 88
 LZ0888
 LZ0888  VERT ORDER  -  FIRST     CLASS II
 LZ0888
 LZ0888.The horizontal coordinates were scaled from a topographic map and have
 LZ0888.an estimated accuracy of +/- 6 seconds.
 LZ0888
 LZ0888.The orthometric height was determined by differential leveling
 LZ0888.and adjusted by the National Geodetic Survey in June 1991..
 LZ0888
 LZ0888.The geoid height was determined by GEOID03.
 LZ0888
 LZ0888.The dynamic height is computed by dividing the NAVD 88
 LZ0888.geopotential number by the normal gravity value computed on the
 LZ0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0888.degrees latitude (g = 980.6199 gals.).
 LZ0888
 LZ0888.The modeled gravity was interpolated from observed gravity values.
 LZ0888
 LZ0888;                    North         East    Units  Estimated Accuracy
 LZ0888;SPC PA N     -   119,740.      662,520.      MT  (+/- 180 meters Scaled)
 LZ0888
 LZ0888                          SUPERSEDED SURVEY CONTROL
 LZ0888
 LZ0888  NGVD 29 (??/??/92)  161.148  (m)          528.70   (f) ADJ UNCH    1 2
 LZ0888
 LZ0888.Superseded values are not recommended for survey control.
 LZ0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0888.See file dsdata.txt to determine how the superseded data were derived.
 LZ0888
 LZ0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL320676(NAD 83)
 LZ0888_MARKER: DD = SURVEY DISK
 LZ0888_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0888_SP_SET: BUILDING
 LZ0888_STAMPING: 528 HARRISBURG 1899
 LZ0888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0888_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LZ0888+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2006
 LZ0888
 LZ0888  HISTORY     - Date     Condition        Report By
 LZ0888  HISTORY     - 1899     MONUMENTED       USGS
 LZ0888  HISTORY     - 1934     GOOD             NGS
 LZ0888  HISTORY     - 1942     GOOD             NGS
 LZ0888  HISTORY     - 20060820 GOOD             GEOCAC
 LZ0888
 LZ0888                          STATION DESCRIPTION
 LZ0888
 LZ0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0888'AT WILLIAMSPORT.
 LZ0888'AT WILLIAMSPORT, LYCOMING COUNTY, AT THE CITY HALL, AND IN
 LZ0888'THE FRONT FACE NEAR THE MAIN ENTRANCE.  A UNITED STATES GEOLOGICAL
 LZ0888'SURVEY STANDARD (ALUMINUM) DISK, STAMPED 528 HARRISBURG 1899.
 LZ0888
 LZ0888                          STATION RECOVERY (1942)
 LZ0888
 LZ0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 LZ0888'RECOVERED IN GOOD CONDITION.
 LZ0888
 LZ0888                          STATION RECOVERY (2006)
 LZ0888
 LZ0888'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 LZ0888'DISK IS TO THE LEFT OF THE MAIN ENTRANCE AT THE LEVEL OF THE 4TH STEP.
 LZ0888'IT IS CRACKED BUT SEEMS SOLID AND THE CENTER LINE IS VISIBLE. IVY
 LZ0888'COVERS THE BUILDING AND MAY HINDER ACCESS TO THE MARK. BUILDING IS NO
 LZ0888'LONGER USED AS THE CITY HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2755 ***********************************************************************
 KV2755  DESIGNATION -  528 USGS
 KV2755  PID         -  KV2755
 KV2755  STATE/COUNTY-  PA/CARBON
 KV2755  USGS QUAD   -  LEHIGHTON (1997)
 KV2755
 KV2755                         *CURRENT SURVEY CONTROL
 KV2755  ___________________________________________________________________
 KV2755* NAD 83(1986)-  40 46 38.     (N)    075 43 05.     (W)     SCALED    
 KV2755* NAVD 88     -       160.636  (meters)     527.02   (feet)  ADJUSTED  
 KV2755  ___________________________________________________________________
 KV2755  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KV2755  DYNAMIC HT  -         160.557 (meters)     526.76  (feet)  COMP
 KV2755  MODELED GRAV-     980,134.4   (mgal)                       NAVD 88
 KV2755
 KV2755  VERT ORDER  -  SECOND    CLASS 0
 KV2755
 KV2755.The horizontal coordinates were scaled from a topographic map and have
 KV2755.an estimated accuracy of +/- 6 seconds.
 KV2755
 KV2755.The orthometric height was determined by differential leveling
 KV2755.and adjusted by the National Geodetic Survey in June 1991..
 KV2755
 KV2755.The geoid height was determined by GEOID03.
 KV2755
 KV2755.The dynamic height is computed by dividing the NAVD 88
 KV2755.geopotential number by the normal gravity value computed on the
 KV2755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2755.degrees latitude (g = 980.6199 gals.).
 KV2755
 KV2755.The modeled gravity was interpolated from observed gravity values.
 KV2755
 KV2755;                    North         East    Units  Estimated Accuracy
 KV2755;SPC PA N     -    69,820.      771,520.      MT  (+/- 180 meters Scaled)
 KV2755
 KV2755                          SUPERSEDED SURVEY CONTROL
 KV2755
 KV2755  NGVD 29 (??/??/??)  160.846  (m)          527.71   (f) ADJUSTED    2 0
 KV2755
 KV2755.Superseded values are not recommended for survey control.
 KV2755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2755.See file dsdata.txt to determine how the superseded data were derived.
 KV2755
 KV2755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL394142(NAD 83)
 KV2755_MARKER: DD = SURVEY DISK
 KV2755_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2755_SP_SET: ABUTMENT
 KV2755_STAMPING: 528 1908
 KV2755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2755
 KV2755  HISTORY     - Date     Condition        Report By
 KV2755  HISTORY     - 1908     MONUMENTED       USGS
 KV2755  HISTORY     - 1942     GOOD             CGS
 KV2755  HISTORY     - 1972     GOOD             MME
 KV2755
 KV2755                          STATION DESCRIPTION
 KV2755
 KV2755'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2755'1.3 MI NE FROM GERMANS.
 KV2755'1.3 MILES NORTHEAST ALONG THE LEHIGH VALLEY RAILROAD FROM THE
 KV2755'STATION AT GERMANS, SET IN THE TOP STEP OF THE EAST ABUTMENT
 KV2755'OF BRIDGE NO. PO-118, 8.8 FEET NORTH OF THE NORTH RAIL OF THE
 KV2755'TRACK, 2.1 FEET BELOW TRACK LEVEL.  A U.S. GEOLOGICAL SURVEY
 KV2755'DISK.
 KV2755
 KV2755                          STATION RECOVERY (1972)
 KV2755
 KV2755'RECOVERY NOTE BY MYERS-MACOMBER ENGINEERS 1972
 KV2755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1790 ***********************************************************************
 LZ1790  DESIGNATION -  52K NR PANTHER
 LZ1790  PID         -  LZ1790
 LZ1790  STATE/COUNTY-  PA/CENTRE
 LZ1790  USGS QUAD   -  SNOW SHOE NW (1988)
 LZ1790
 LZ1790                         *CURRENT SURVEY CONTROL
 LZ1790  ___________________________________________________________________
 LZ1790* NAD 83(1992)-  41 09 27.46200(N)    077 53 33.72165(W)     ADJUSTED  
 LZ1790* NAVD 88     -       668.30   (+/-2cm)    2192.6    (feet)  VERTCON   
 LZ1790  ___________________________________________________________________
 LZ1790  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 LZ1790  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 LZ1790
 LZ1790  HORZ ORDER  -  SECOND
 LZ1790  VERT ORDER  -  THIRD ? (See Below)
 LZ1790
 LZ1790.The horizontal coordinates were established by classical geodetic methods
 LZ1790.and adjusted by the National Geodetic Survey in June 2002..
 LZ1790
 LZ1790.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1790.The vertical order pertains to the NGVD 29 superseded value.
 LZ1790
 LZ1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1790
 LZ1790.The geoid height was determined by GEOID03.
 LZ1790
 LZ1790;                    North         East     Units Scale Factor Converg.
 LZ1790;SPC PA N     -   110,059.660   588,022.919   MT  0.99996707   -0 05 39.8
 LZ1790;SPC PA N     -   361,087.40  1,929,205.19   sFT  0.99996707   -0 05 39.8
 LZ1790;UTM  18      - 4,560,289.743   257,285.998   MT  1.00032509   -1 54 17.0
 LZ1790
 LZ1790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1790!SPC PA N     -   0.99990031  x   0.99996707  =   0.99986739
 LZ1790!UTM  18      -   0.99990031  x   1.00032509  =   1.00022537
 LZ1790
 LZ1790                          SUPERSEDED SURVEY CONTROL
 LZ1790
 LZ1790  NAD 83(1986)-  41 09 27.45972(N)    077 53 33.72355(W) AD(       ) 2
 LZ1790  NAD 27      -  41 09 27.22999(N)    077 53 34.74877(W) AD(       ) 2
 LZ1790  NGVD 29 (07/19/86)  668.45   (m)         2193.1    (f) LEVELING    3  
 LZ1790
 LZ1790.Superseded values are not recommended for survey control.
 LZ1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1790.See file dsdata.txt to determine how the superseded data were derived.
 LZ1790
 LZ1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL5728660290(NAD 83)
 LZ1790
 LZ1790  HISTORY     - Date     Condition        Report By
 LZ1790  HISTORY     - 1933     MONUMENTED       CGS
 LZ1790
 LZ1790                          STATION DESCRIPTION
 LZ1790
 LZ1790'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LZ1790'SEE STATION PANTHER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0329 ***********************************************************************
 MA0329  DESIGNATION -  53
 MA0329  PID         -  MA0329
 MA0329  STATE/COUNTY-  PA/CAMERON
 MA0329  USGS QUAD   -  WEST CREEK (1981)
 MA0329
 MA0329                         *CURRENT SURVEY CONTROL
 MA0329  ___________________________________________________________________
 MA0329* NAD 83(1986)-  41 29 08.     (N)    078 18 33.     (W)     SCALED    
 MA0329* NAVD 88     -       346.237  (meters)    1135.95   (feet)  ADJUSTED  
 MA0329  ___________________________________________________________________
 MA0329  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 MA0329  DYNAMIC HT  -         346.085 (meters)    1135.45  (feet)  COMP
 MA0329  MODELED GRAV-     980,174.2   (mgal)                       NAVD 88
 MA0329
 MA0329  VERT ORDER  -  SECOND    CLASS 0
 MA0329
 MA0329.The horizontal coordinates were scaled from a topographic map and have
 MA0329.an estimated accuracy of +/- 6 seconds.
 MA0329
 MA0329.The orthometric height was determined by differential leveling
 MA0329.and adjusted by the National Geodetic Survey in June 1991..
 MA0329
 MA0329.The geoid height was determined by GEOID03.
 MA0329
 MA0329.The dynamic height is computed by dividing the NAVD 88
 MA0329.geopotential number by the normal gravity value computed on the
 MA0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0329.degrees latitude (g = 980.6199 gals.).
 MA0329
 MA0329.The modeled gravity was interpolated from observed gravity values.
 MA0329
 MA0329;                    North         East    Units  Estimated Accuracy
 MA0329;SPC PA N     -   146,620.      553,300.      MT  (+/- 180 meters Scaled)
 MA0329
 MA0329                          SUPERSEDED SURVEY CONTROL
 MA0329
 MA0329  NGVD 29 (??/??/92)  346.394  (m)         1136.46   (f) ADJ UNCH    2 0
 MA0329
 MA0329.Superseded values are not recommended for survey control.
 MA0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0329.See file dsdata.txt to determine how the superseded data were derived.
 MA0329
 MA0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF246961(NAD 83)
 MA0329_MARKER: Q = CHISELED SQUARE
 MA0329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0329_SP_SET: SET STONE
 MA0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0329
 MA0329  HISTORY     - Date     Condition        Report By
 MA0329  HISTORY     - UNK      MONUMENTED       PRR
 MA0329  HISTORY     - 1934     GOOD             NGS
 MA0329
 MA0329                          STATION DESCRIPTION
 MA0329
 MA0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0329'4 MI W FROM EMPORIUM.
 MA0329'4 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM EMPORIUM,
 MA0329'CAMERON COUNTY, ABOUT 0.9 MILE EAST OF HOWAR, 90 FEET WEST OF
 MA0329'MILEPOST 145, 21 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 MA0329'ON A SET STONE, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE
 MA0329'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0910 ***********************************************************************
 KX0910  DESIGNATION -  53
 KX0910  PID         -  KX0910
 KX0910  STATE/COUNTY-  PA/INDIANA
 KX0910  USGS QUAD   -  BRUSH VALLEY (1981)
 KX0910
 KX0910                         *CURRENT SURVEY CONTROL
 KX0910  ___________________________________________________________________
 KX0910* NAD 83(1986)-  40 36 27.     (N)    079 05 20.     (W)     SCALED    
 KX0910* NAVD 88     -       348.249  (meters)    1142.55   (feet)  ADJUSTED  
 KX0910  ___________________________________________________________________
 KX0910  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KX0910  DYNAMIC HT  -         348.066 (meters)    1141.95  (feet)  COMP
 KX0910  MODELED GRAV-     980,089.6   (mgal)                       NAVD 88
 KX0910
 KX0910  VERT ORDER  -  SECOND    CLASS 0
 KX0910
 KX0910.The horizontal coordinates were scaled from a topographic map and have
 KX0910.an estimated accuracy of +/- 6 seconds.
 KX0910
 KX0910.The orthometric height was determined by differential leveling
 KX0910.and adjusted by the National Geodetic Survey in June 1991..
 KX0910
 KX0910.The geoid height was determined by GEOID03.
 KX0910
 KX0910.The dynamic height is computed by dividing the NAVD 88
 KX0910.geopotential number by the normal gravity value computed on the
 KX0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0910.degrees latitude (g = 980.6199 gals.).
 KX0910
 KX0910.The modeled gravity was interpolated from observed gravity values.
 KX0910
 KX0910;                    North         East    Units  Estimated Accuracy
 KX0910;SPC PA S     -   142,340.      486,700.      MT  (+/- 180 meters Scaled)
 KX0910
 KX0910                          SUPERSEDED SURVEY CONTROL
 KX0910
 KX0910  NGVD 29 (??/??/92)  348.425  (m)         1143.12   (f) ADJ UNCH    2 0
 KX0910
 KX0910.Superseded values are not recommended for survey control.
 KX0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0910.See file dsdata.txt to determine how the superseded data were derived.
 KX0910
 KX0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE616969(NAD 83)
 KX0910_MARKER: DD = SURVEY DISK
 KX0910_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0910_SP_SET: BRIDGE
 KX0910_STAMPING: 53 JEA 1143 1961
 KX0910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0910
 KX0910  HISTORY     - Date     Condition        Report By
 KX0910  HISTORY     - 1961     MONUMENTED       USGS
 KX0910  HISTORY     - 1967     GOOD             NGS
 KX0910
 KX0910                          STATION DESCRIPTION
 KX0910
 KX0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0910'3.7 MI E FROM INDIANA.
 KX0910'3.7 MILES EAST ALONG U.S. HIGHWAY 422 FROM THE COURT HOUSE IN
 KX0910'INDIANA, SET IN THE TOP OF THE SOUTHWEST CORNER OF BRIDGE SEAT
 KX0910'OF A BRIDGE, 15 FEET SOUTH OF THE CENTERLINE OF HIGHWAY AND
 KX0910'IS ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0321 ***********************************************************************
 KX0321  DESIGNATION -  53
 KX0321  PID         -  KX0321
 KX0321  STATE/COUNTY-  PA/BLAIR
 KX0321  USGS QUAD   -  ROARING SPRING (1987)
 KX0321
 KX0321                         *CURRENT SURVEY CONTROL
 KX0321  ___________________________________________________________________
 KX0321* NAD 83(1986)-  40 16 53.     (N)    078 27 40.     (W)     SCALED    
 KX0321* NAVD 88     -       355.185  (meters)    1165.30   (feet)  ADJUSTED  
 KX0321  ___________________________________________________________________
 KX0321  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KX0321  DYNAMIC HT  -         354.991 (meters)    1164.67  (feet)  COMP
 KX0321  MODELED GRAV-     980,068.2   (mgal)                       NAVD 88
 KX0321
 KX0321  VERT ORDER  -  SECOND    CLASS 0
 KX0321
 KX0321.The horizontal coordinates were scaled from a topographic map and have
 KX0321.an estimated accuracy of +/- 6 seconds.
 KX0321
 KX0321.The orthometric height was determined by differential leveling
 KX0321.and adjusted by the National Geodetic Survey in June 1991..
 KX0321
 KX0321.The geoid height was determined by GEOID03.
 KX0321
 KX0321.The dynamic height is computed by dividing the NAVD 88
 KX0321.geopotential number by the normal gravity value computed on the
 KX0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0321.degrees latitude (g = 980.6199 gals.).
 KX0321
 KX0321.The modeled gravity was interpolated from observed gravity values.
 KX0321
 KX0321;                    North         East    Units  Estimated Accuracy
 KX0321;SPC PA S     -   105,510.      539,530.      MT  (+/- 180 meters Scaled)
 KX0321
 KX0321                          SUPERSEDED SURVEY CONTROL
 KX0321
 KX0321  NGVD 29 (??/??/92)  355.331  (m)         1165.78   (f) ADJ UNCH    2 0
 KX0321
 KX0321.Superseded values are not recommended for survey control.
 KX0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0321.See file dsdata.txt to determine how the superseded data were derived.
 KX0321
 KX0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE158620(NAD 83)
 KX0321_MARKER: B = BOLT
 KX0321_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0321_SP_SET: BRIDGE
 KX0321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0321
 KX0321  HISTORY     - Date     Condition        Report By
 KX0321  HISTORY     - UNK      MONUMENTED       PRR
 KX0321  HISTORY     - 1935     GOOD             NGS
 KX0321
 KX0321                          STATION DESCRIPTION
 KX0321
 KX0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0321'1 MI S FROM CLAYSBURG.
 KX0321'1.0 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0321'AT CLAYSBURG, BLAIR COUNTY, AT THE SOUTH END OF BRIDGE 21.20,
 KX0321'IN THE TOP OF THE WEST COPING, AND 9 FEET WEST OF THE CENTER
 KX0321'LINE OF THE TRACK.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0499 ***********************************************************************
 LZ0499  DESIGNATION -  53
 LZ0499  PID         -  LZ0499
 LZ0499  STATE/COUNTY-  PA/BRADFORD
 LZ0499  USGS QUAD   -  TROY (1983)
 LZ0499
 LZ0499                         *CURRENT SURVEY CONTROL
 LZ0499  ___________________________________________________________________
 LZ0499* NAD 83(1986)-  41 47 27.     (N)    076 46 28.     (W)     SCALED    
 LZ0499* NAVD 88     -       327.64   (+/-2cm)    1074.9    (feet)  VERTCON   
 LZ0499  ___________________________________________________________________
 LZ0499  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 LZ0499
 LZ0499  VERT ORDER  -  ? (See Below)
 LZ0499
 LZ0499.The horizontal coordinates were scaled from a topographic map and have
 LZ0499.an estimated accuracy of +/- 6 seconds.
 LZ0499
 LZ0499.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ0499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ0499.The vertical order pertains to the NGVD 29 superseded value.
 LZ0499
 LZ0499.The geoid height was determined by GEOID03.
 LZ0499
 LZ0499;                    North         East    Units  Estimated Accuracy
 LZ0499;SPC PA N     -   180,830.      681,090.      MT  (+/- 180 meters Scaled)
 LZ0499
 LZ0499                          SUPERSEDED SURVEY CONTROL
 LZ0499
 LZ0499  NGVD 29 (??/??/92)  327.795  (m)         1075.44   (f) ADJ UNCH    ?  
 LZ0499
 LZ0499.Superseded values are not recommended for survey control.
 LZ0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0499.See file dsdata.txt to determine how the superseded data were derived.
 LZ0499
 LZ0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM525280(NAD 83)
 LZ0499_MARKER: B = BOLT
 LZ0499_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0499_SP_SET: ABUTMENT
 LZ0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0499
 LZ0499  HISTORY     - Date     Condition        Report By
 LZ0499  HISTORY     - UNK      MONUMENTED       PRR
 LZ0499  HISTORY     - 1933     GOOD             NGS
 LZ0499
 LZ0499                          STATION DESCRIPTION
 LZ0499
 LZ0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LZ0499'1.3 MI N FROM TROY.
 LZ0499'1.3 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM TROY,
 LZ0499'BRADFORD COUNTY, AT BRIDGE 52.78, IN THE EAST END OF THE SOUTH
 LZ0499'ABUTMENT, 9 FEET EAST OF THE CENTER LINE OF THE TRACK, AND
 LZ0499'ABOUT 18 INCHES LOWER THAN THE RAIL.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1513 ***********************************************************************
 JV1513  DESIGNATION -  53 PRR
 JV1513  PID         -  JV1513
 JV1513  STATE/COUNTY-  PA/YORK
 JV1513  USGS QUAD   -  YORK (1990)
 JV1513
 JV1513                         *CURRENT SURVEY CONTROL
 JV1513  ___________________________________________________________________
 JV1513* NAD 83(1986)-  39 53 49.     (N)    076 44 42.     (W)     SCALED    
 JV1513* NAVD 88     -       130.026  (meters)     426.59   (feet)  ADJUSTED  
 JV1513  ___________________________________________________________________
 JV1513  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JV1513  DYNAMIC HT  -         129.960 (meters)     426.38  (feet)  COMP
 JV1513  MODELED GRAV-     980,113.6   (mgal)                       NAVD 88
 JV1513
 JV1513  VERT ORDER  -  SECOND    CLASS 0
 JV1513
 JV1513.The horizontal coordinates were scaled from a topographic map and have
 JV1513.an estimated accuracy of +/- 6 seconds.
 JV1513
 JV1513.The orthometric height was determined by differential leveling
 JV1513.and adjusted by the National Geodetic Survey in June 1991..
 JV1513
 JV1513.The geoid height was determined by GEOID03.
 JV1513
 JV1513.The dynamic height is computed by dividing the NAVD 88
 JV1513.geopotential number by the normal gravity value computed on the
 JV1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1513.degrees latitude (g = 980.6199 gals.).
 JV1513
 JV1513.The modeled gravity was interpolated from observed gravity values.
 JV1513
 JV1513;                    North         East    Units  Estimated Accuracy
 JV1513;SPC PA S     -    63,070.      685,950.      MT  (+/- 180 meters Scaled)
 JV1513
 JV1513                          SUPERSEDED SURVEY CONTROL
 JV1513
 JV1513  NGVD 29 (??/??/??)  130.276  (m)          427.41   (f) ADJUSTED    2 0
 JV1513
 JV1513.Superseded values are not recommended for survey control.
 JV1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1513.See file dsdata.txt to determine how the superseded data were derived.
 JV1513
 JV1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK508177(NAD 83)
 JV1513_MARKER: B = BOLT
 JV1513_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1513_SP_SET: BRIDGE
 JV1513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1513
 JV1513  HISTORY     - Date     Condition        Report By
 JV1513  HISTORY     - UNK      MONUMENTED       PRR
 JV1513  HISTORY     - 1935     GOOD             CGS
 JV1513
 JV1513                          STATION DESCRIPTION
 JV1513
 JV1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1513'1.2 MI S FROM BRILHART.
 JV1513'1.2 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JV1513'AT BRILHART, YORK COUNTY, AT BRIDGE 51.17 OVER CODORUS CREEK, IN
 JV1513'THE TOP OF THE SOUTH END OF THE WEST CONCRETE COPING, AND 9 FEET
 JV1513'WEST OF THE CENTER LINE OF THE TRACK.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1447 ***********************************************************************
 KV1447  DESIGNATION -  531 USGS
 KV1447  PID         -  KV1447
 KV1447  STATE/COUNTY-  PA/NORTHAMPTON
 KV1447  USGS QUAD   -  WIND GAP (1983)
 KV1447
 KV1447                         *CURRENT SURVEY CONTROL
 KV1447  ___________________________________________________________________
 KV1447* NAD 83(1986)-  40 49 34.     (N)    075 16 03.     (W)     SCALED    
 KV1447* NAVD 88     -       161.838  (meters)     530.96   (feet)  ADJUSTED  
 KV1447  ___________________________________________________________________
 KV1447  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 KV1447  DYNAMIC HT  -         161.762 (meters)     530.71  (feet)  COMP
 KV1447  MODELED GRAV-     980,148.7   (mgal)                       NAVD 88
 KV1447
 KV1447  VERT ORDER  -  FIRST     CLASS II
 KV1447
 KV1447.The horizontal coordinates were scaled from a topographic map and have
 KV1447.an estimated accuracy of +/- 6 seconds.
 KV1447
 KV1447.The orthometric height was determined by differential leveling
 KV1447.and adjusted by the National Geodetic Survey in June 1991..
 KV1447
 KV1447.The geoid height was determined by GEOID03.
 KV1447
 KV1447.The dynamic height is computed by dividing the NAVD 88
 KV1447.geopotential number by the normal gravity value computed on the
 KV1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1447.degrees latitude (g = 980.6199 gals.).
 KV1447
 KV1447.The modeled gravity was interpolated from observed gravity values.
 KV1447
 KV1447;                    North         East    Units  Estimated Accuracy
 KV1447;SPC PA S     -   168,700.      809,380.      MT  (+/- 180 meters Scaled)
 KV1447
 KV1447                          SUPERSEDED SURVEY CONTROL
 KV1447
 KV1447  NGVD 29 (??/??/??)  162.028  (m)          531.59   (f) ADJUSTED    1 2
 KV1447
 KV1447.Superseded values are not recommended for survey control.
 KV1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1447.See file dsdata.txt to determine how the superseded data were derived.
 KV1447
 KV1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL774194(NAD 83)
 KV1447_MARKER: DD = SURVEY DISK
 KV1447_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1447_SP_SET: CULVERT
 KV1447_STAMPING: 531
 KV1447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1447
 KV1447  HISTORY     - Date     Condition        Report By
 KV1447  HISTORY     - 1932     MONUMENTED       USGS
 KV1447  HISTORY     - 1932     POOR             CGS
 KV1447  HISTORY     - 1934     POOR             CGS
 KV1447  HISTORY     - 19940925 MARK NOT FOUND   USPSQD
 KV1447
 KV1447                          STATION DESCRIPTION
 KV1447
 KV1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1447'3.4 MI S FROM PEN ARGYL.
 KV1447'3.4 MILES SOUTH ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 KV1447'RAILROAD FROM PEN ARGYL, NORTHAMPTON COUNTY, 285 YARDS SOUTH OF
 KV1447'MILEPOST 99, AT THE NORTHWEST CORNER OF MILLERS CROSSING, 21 FEET
 KV1447'NORTH OF THE CENTERLINE OF THE ROAD, AT A LARGE RAILROAD CULVERT,
 KV1447'AND IN THE TOP OF THE WEST END OF THE SOUTHWEST WING WALL.  A
 KV1447'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 531.
 KV1447'NOTE-- THE CULVERT MAY HAVE SETTLED AS IT IS VERY BADLY CRACKED.
 KV1447'USE WITH CAUTION.
 KV1447
 KV1447                          STATION RECOVERY (1934)
 KV1447
 KV1447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 KV1447'MARK RECOVERED IN POOR CONDITION.
 KV1447
 KV1447                          STATION RECOVERY (1994)
 KV1447
 KV1447'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2835 ***********************************************************************
 KV2835  DESIGNATION -  531.743 RDGRR
 KV2835  PID         -  KV2835
 KV2835  STATE/COUNTY-  PA/SCHUYLKILL
 KV2835  USGS QUAD   -  NEW RINGGOLD (1997)
 KV2835
 KV2835                         *CURRENT SURVEY CONTROL
 KV2835  ___________________________________________________________________
 KV2835* NAD 83(1986)-  40 39 55.     (N)    075 59 40.     (W)     SCALED    
 KV2835* NAVD 88     -       161.884  (meters)     531.11   (feet)  ADJUSTED  
 KV2835  ___________________________________________________________________
 KV2835  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KV2835  DYNAMIC HT  -         161.805 (meters)     530.86  (feet)  COMP
 KV2835  MODELED GRAV-     980,130.4   (mgal)                       NAVD 88
 KV2835
 KV2835  VERT ORDER  -  SECOND    CLASS 0
 KV2835
 KV2835.The horizontal coordinates were scaled from a topographic map and have
 KV2835.an estimated accuracy of +/- 6 seconds.
 KV2835
 KV2835.The orthometric height was determined by differential leveling
 KV2835.and adjusted by the National Geodetic Survey in June 1991..
 KV2835
 KV2835.The geoid height was determined by GEOID03.
 KV2835
 KV2835.The dynamic height is computed by dividing the NAVD 88
 KV2835.geopotential number by the normal gravity value computed on the
 KV2835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2835.degrees latitude (g = 980.6199 gals.).
 KV2835
 KV2835.The modeled gravity was interpolated from observed gravity values.
 KV2835
 KV2835;                    North         East    Units  Estimated Accuracy
 KV2835;SPC PA S     -   149,370.      748,430.      MT  (+/- 180 meters Scaled)
 KV2835
 KV2835                          SUPERSEDED SURVEY CONTROL
 KV2835
 KV2835  NGVD 29 (??/??/??)  162.083  (m)          531.77   (f) ADJUSTED    2 0
 KV2835
 KV2835.Superseded values are not recommended for survey control.
 KV2835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2835.See file dsdata.txt to determine how the superseded data were derived.
 KV2835
 KV2835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL159020(NAD 83)
 KV2835_MARKER: Q = CHISELED SQUARE
 KV2835_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2835_SP_SET: STEP
 KV2835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2835
 KV2835  HISTORY     - Date     Condition        Report By
 KV2835  HISTORY     - 1934     MONUMENTED       RDGRR
 KV2835  HISTORY     - 1934     GOOD             CGS
 KV2835
 KV2835                          STATION DESCRIPTION
 KV2835
 KV2835'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV2835'AT RAUSCHS.
 KV2835'AT RAUSCHS, SCHUYLKILL COUNTY, AT LEHIGH VALLEY RAILROAD BRIDGE
 KV2835'86/29 OVER THE READING CO. RAILROAD, ON THE BOTTOM STEP OF THE
 KV2835'NRTH END OF THE EAST ABUTMENT, 33 FEET EAST OF THE CENTER LINE
 KV2835'OF THE NORTH-BOUND TRACK, AND ABOUT 2 FEET ABOVE THE TOP OF THE
 KV2835'RAIL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0064 ***********************************************************************
 JW0064  DESIGNATION -  532
 JW0064  PID         -  JW0064
 JW0064  STATE/COUNTY-  PA/FULTON
 JW0064  USGS QUAD   -  BIG COVE TANNERY (1994)
 JW0064
 JW0064                         *CURRENT SURVEY CONTROL
 JW0064  ___________________________________________________________________
 JW0064* NAD 83(1986)-  39 46 45.     (N)    078 04 41.     (W)     SCALED    
 JW0064* NAVD 88     -       161.960  (meters)     531.36   (feet)  ADJUSTED  
 JW0064  ___________________________________________________________________
 JW0064  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 JW0064  DYNAMIC HT  -         161.867 (meters)     531.06  (feet)  COMP
 JW0064  MODELED GRAV-     980,046.4   (mgal)                       NAVD 88
 JW0064
 JW0064  VERT ORDER  -  SECOND    CLASS 0
 JW0064
 JW0064.The horizontal coordinates were scaled from a topographic map and have
 JW0064.an estimated accuracy of +/- 6 seconds.
 JW0064
 JW0064.The orthometric height was determined by differential leveling
 JW0064.and adjusted by the National Geodetic Survey in June 1991..
 JW0064
 JW0064.The geoid height was determined by GEOID03.
 JW0064
 JW0064.The dynamic height is computed by dividing the NAVD 88
 JW0064.geopotential number by the normal gravity value computed on the
 JW0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0064.degrees latitude (g = 980.6199 gals.).
 JW0064
 JW0064.The modeled gravity was interpolated from observed gravity values.
 JW0064
 JW0064;                    North         East    Units  Estimated Accuracy
 JW0064;SPC PA S     -    49,560.      571,900.      MT  (+/- 180 meters Scaled)
 JW0064
 JW0064                          SUPERSEDED SURVEY CONTROL
 JW0064
 JW0064  NGVD 29 (??/??/92)  162.157  (m)          532.01   (f) ADJ UNCH    2 0
 JW0064
 JW0064.Superseded values are not recommended for survey control.
 JW0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0064.See file dsdata.txt to determine how the superseded data were derived.
 JW0064
 JW0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE502073(NAD 83)
 JW0064_MARKER: DD = SURVEY DISK
 JW0064_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0064_SP_SET: BRIDGE
 JW0064_STAMPING: 532
 JW0064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0064
 JW0064  HISTORY     - Date     Condition        Report By
 JW0064  HISTORY     - UNK      MONUMENTED       USGS
 JW0064  HISTORY     - 1942     GOOD             NGS
 JW0064  HISTORY     - 1963     GOOD             NGS
 JW0064
 JW0064                          STATION DESCRIPTION
 JW0064
 JW0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JW0064'12.5 MI SW FROM MC CONNELLSBURG.
 JW0064'6.5 MILES SOUTHWEST ALONG U.S. HIGHWAY NO. 522 FROM THE FULTON
 JW0064'COUNTY NATIONAL BANK AT MC CONNELLSBURG, THENCE 6 MILES SOUTH
 JW0064'ALONG STATE HIGHWAY NO. 928, SET IN THE NORTHWEST CORNER OF THE
 JW0064'SOUTHWEST ABUTMENT OF THE LARGE STEEL BRIDGE OVER LICKING CREEK,
 JW0064'8 FEET NORTHWEST OF THE CENTER-LINE OF THE HIGHWAY.  STANDARD
 JW0064'U.S. GEOLOGICAL SURVEY DISK, STAMPED 532.  1956 REPORT - MARK
 JW0064'IN FAIR CONDITION.  STAMPING NOT LEGIBLE.  APR. 1963 REPORT - TO
 JW0064'BE RESET.
 JW0064
 JW0064                          STATION RECOVERY (1963)
 JW0064
 JW0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JW0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1371 ***********************************************************************
 MA1371  DESIGNATION -  532.87
 MA1371  PID         -  MA1371
 MA1371  STATE/COUNTY-  PA/VENANGO
 MA1371  USGS QUAD   -  UTICA (1977)
 MA1371
 MA1371                         *CURRENT SURVEY CONTROL
 MA1371  ___________________________________________________________________
 MA1371* NAD 83(1986)-  41 22 52.     (N)    079 55 08.     (W)     SCALED    
 MA1371* NAVD 88     -       337.008  (meters)    1105.67   (feet)  ADJUSTED  
 MA1371  ___________________________________________________________________
 MA1371  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 MA1371  DYNAMIC HT  -         336.860 (meters)    1105.18  (feet)  COMP
 MA1371  MODELED GRAV-     980,174.3   (mgal)                       NAVD 88
 MA1371
 MA1371  VERT ORDER  -  SECOND    CLASS 0
 MA1371
 MA1371.The horizontal coordinates were scaled from a topographic map and have
 MA1371.an estimated accuracy of +/- 6 seconds.
 MA1371
 MA1371.The orthometric height was determined by differential leveling
 MA1371.and adjusted by the National Geodetic Survey in June 1991..
 MA1371
 MA1371.The geoid height was determined by GEOID03.
 MA1371
 MA1371.The dynamic height is computed by dividing the NAVD 88
 MA1371.geopotential number by the normal gravity value computed on the
 MA1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1371.degrees latitude (g = 980.6199 gals.).
 MA1371
 MA1371.The modeled gravity was interpolated from observed gravity values.
 MA1371
 MA1371;                    North         East    Units  Estimated Accuracy
 MA1371;SPC PA N     -   137,140.      418,600.      MT  (+/- 180 meters Scaled)
 MA1371
 MA1371                          SUPERSEDED SURVEY CONTROL
 MA1371
 MA1371  NGVD 29 (??/??/92)  337.181  (m)         1106.23   (f) ADJ UNCH    2 0
 MA1371
 MA1371.Superseded values are not recommended for survey control.
 MA1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1371.See file dsdata.txt to determine how the superseded data were derived.
 MA1371
 MA1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF903816(NAD 83)
 MA1371_MARKER: Q = CHISELED SQUARE
 MA1371_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1371_SP_SET: BRIDGE
 MA1371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1371
 MA1371  HISTORY     - Date     Condition        Report By
 MA1371  HISTORY     - UNK      MONUMENTED       NYCRR
 MA1371  HISTORY     - 1935     GOOD             NGS
 MA1371
 MA1371                          STATION DESCRIPTION
 MA1371
 MA1371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1371'1 MI E FROM POLK.
 MA1371'ABOUT 1.0 MILE EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MA1371'THE STATION AT POLK, VENANGO COUNTY, AT STATION 3691.85, AT A
 MA1371'70-FOOT CONCRETE ARCH BRIDGE OVER A CREEK, ON THE TOP OF THE
 MA1371'EAST END OF THE SOUTH COPING, 12 FEET SOUTH OF THE SOUTH RAIL,
 MA1371'AND ABOUT 3 FEET LOWER THAN THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0212 ***********************************************************************
 LZ0212  DESIGNATION -  533.1
 LZ0212  PID         -  LZ0212
 LZ0212  STATE/COUNTY-  PA/COLUMBIA
 LZ0212  USGS QUAD   -  BLOOMSBURG (1983)
 LZ0212
 LZ0212                         *CURRENT SURVEY CONTROL
 LZ0212  ___________________________________________________________________
 LZ0212* NAD 83(1986)-  41 03 02.     (N)    076 29 23.     (W)     SCALED    
 LZ0212* NAVD 88     -       162.830  (meters)     534.22   (feet)  ADJUSTED  
 LZ0212  ___________________________________________________________________
 LZ0212  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 LZ0212  DYNAMIC HT  -         162.762 (meters)     534.00  (feet)  COMP
 LZ0212  MODELED GRAV-     980,200.5   (mgal)                       NAVD 88
 LZ0212
 LZ0212  VERT ORDER  -  SECOND    CLASS 0
 LZ0212
 LZ0212.The horizontal coordinates were scaled from a topographic map and have
 LZ0212.an estimated accuracy of +/- 6 seconds.
 LZ0212
 LZ0212.The orthometric height was determined by differential leveling
 LZ0212.and adjusted by the National Geodetic Survey in June 1991..
 LZ0212
 LZ0212.The geoid height was determined by GEOID03.
 LZ0212
 LZ0212.The dynamic height is computed by dividing the NAVD 88
 LZ0212.geopotential number by the normal gravity value computed on the
 LZ0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0212.degrees latitude (g = 980.6199 gals.).
 LZ0212
 LZ0212.The modeled gravity was interpolated from observed gravity values.
 LZ0212
 LZ0212;                    North         East    Units  Estimated Accuracy
 LZ0212;SPC PA N     -    98,930.      705,950.      MT  (+/- 180 meters Scaled)
 LZ0212
 LZ0212                          SUPERSEDED SURVEY CONTROL
 LZ0212
 LZ0212  NGVD 29 (??/??/92)  163.050  (m)          534.94   (f) ADJ UNCH    2 0
 LZ0212
 LZ0212.Superseded values are not recommended for survey control.
 LZ0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0212.See file dsdata.txt to determine how the superseded data were derived.
 LZ0212
 LZ0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL748454(NAD 83)
 LZ0212_MARKER: DD = SURVEY DISK
 LZ0212_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0212_SP_SET: BRIDGE
 LZ0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0212
 LZ0212  HISTORY     - Date     Condition        Report By
 LZ0212  HISTORY     - UNK      MONUMENTED       CGS
 LZ0212  HISTORY     - 1934     GOOD             NGS
 LZ0212
 LZ0212                          STATION DESCRIPTION
 LZ0212
 LZ0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0212'3.4 MI NW FROM BLOOMSBURG.
 LZ0212'ABOUT 3.4 MILES NORTHWEST ALONG STATE HIGHWAY 42 FROM BLOOMSBURG,
 LZ0212'COLUMBIA COUNTY, AT HIGHWAY STATION 205+50, AT 10-FOOT CONCRETE
 LZ0212'BRIDGE 205/53, IN THE NORTHWEST WING WALL, 20 FEET WEST OF THE
 LZ0212'CENTERLINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 LZ0212'A PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1291 ***********************************************************************
 LZ1291  DESIGNATION -  534
 LZ1291  PID         -  LZ1291
 LZ1291  STATE/COUNTY-  PA/CLINTON
 LZ1291  USGS QUAD   -  KEATING (1983)
 LZ1291
 LZ1291                         *CURRENT SURVEY CONTROL
 LZ1291  ___________________________________________________________________
 LZ1291* NAD 83(1986)-  41 15 41.     (N)    077 54 18.     (W)     SCALED    
 LZ1291* NAVD 88     -       218.799  (meters)     717.84   (feet)  ADJUSTED  
 LZ1291  ___________________________________________________________________
 LZ1291  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 LZ1291  DYNAMIC HT  -         218.701 (meters)     717.52  (feet)  COMP
 LZ1291  MODELED GRAV-     980,169.9   (mgal)                       NAVD 88
 LZ1291
 LZ1291  VERT ORDER  -  SECOND    CLASS 0
 LZ1291
 LZ1291.The horizontal coordinates were scaled from a topographic map and have
 LZ1291.an estimated accuracy of +/- 6 seconds.
 LZ1291
 LZ1291.The orthometric height was determined by differential leveling
 LZ1291.and adjusted by the National Geodetic Survey in June 1991..
 LZ1291
 LZ1291.The geoid height was determined by GEOID03.
 LZ1291
 LZ1291.The dynamic height is computed by dividing the NAVD 88
 LZ1291.geopotential number by the normal gravity value computed on the
 LZ1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1291.degrees latitude (g = 980.6199 gals.).
 LZ1291
 LZ1291.The modeled gravity was interpolated from observed gravity values.
 LZ1291
 LZ1291;                    North         East    Units  Estimated Accuracy
 LZ1291;SPC PA N     -   121,580.      587,010.      MT  (+/- 180 meters Scaled)
 LZ1291
 LZ1291                          SUPERSEDED SURVEY CONTROL
 LZ1291
 LZ1291  NGVD 29 (??/??/92)  218.979  (m)          718.43   (f) ADJ UNCH    2 0
 LZ1291
 LZ1291.Superseded values are not recommended for survey control.
 LZ1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1291.See file dsdata.txt to determine how the superseded data were derived.
 LZ1291
 LZ1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL566718(NAD 83)
 LZ1291_MARKER: Q = CHISELED SQUARE
 LZ1291_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1291_SP_SET: BRIDGE
 LZ1291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1291
 LZ1291  HISTORY     - Date     Condition        Report By
 LZ1291  HISTORY     - UNK      MONUMENTED       NYCRR
 LZ1291  HISTORY     - 1934     GOOD             NGS
 LZ1291
 LZ1291                          STATION DESCRIPTION
 LZ1291
 LZ1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1291'AT KEATING.
 LZ1291'AT KEATING, CLINTON COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 LZ1291'AT MILEAGE C 53.4, ABOUT 1,930 FEET EAST OF MILEPOST C 53, AT
 LZ1291'BRIDGE R 34 OVER SINNAMAHONING CREEK, ON THE TOP OF THE NORTH
 LZ1291'END OF THE EAST BACK WALL, 10 FEET WEST OF THE CENTER LINE OF
 LZ1291'THE BRIDGE, AND ABOUT 2-1/2 FEET LOWER THAN THE TOP OF THE RAIL.
 LZ1291'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1375 ***********************************************************************
 MA1375  DESIGNATION -  534.29
 MA1375  PID         -  MA1375
 MA1375  STATE/COUNTY-  PA/VENANGO
 MA1375  USGS QUAD   -  UTICA (1977)
 MA1375
 MA1375                         *CURRENT SURVEY CONTROL
 MA1375  ___________________________________________________________________
 MA1375* NAD 83(1986)-  41 24 38.     (N)    079 54 21.     (W)     SCALED    
 MA1375* NAVD 88     -       337.419  (meters)    1107.02   (feet)  ADJUSTED  
 MA1375  ___________________________________________________________________
 MA1375  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 MA1375  DYNAMIC HT  -         337.272 (meters)    1106.53  (feet)  COMP
 MA1375  MODELED GRAV-     980,178.2   (mgal)                       NAVD 88
 MA1375
 MA1375  VERT ORDER  -  SECOND    CLASS 0
 MA1375
 MA1375.The horizontal coordinates were scaled from a topographic map and have
 MA1375.an estimated accuracy of +/- 6 seconds.
 MA1375
 MA1375.The orthometric height was determined by differential leveling
 MA1375.and adjusted by the National Geodetic Survey in June 1991..
 MA1375
 MA1375.The geoid height was determined by GEOID03.
 MA1375
 MA1375.The dynamic height is computed by dividing the NAVD 88
 MA1375.geopotential number by the normal gravity value computed on the
 MA1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1375.degrees latitude (g = 980.6199 gals.).
 MA1375
 MA1375.The modeled gravity was interpolated from observed gravity values.
 MA1375
 MA1375;                    North         East    Units  Estimated Accuracy
 MA1375;SPC PA N     -   140,380.      419,780.      MT  (+/- 180 meters Scaled)
 MA1375
 MA1375                          SUPERSEDED SURVEY CONTROL
 MA1375
 MA1375  NGVD 29 (??/??/92)  337.593  (m)         1107.59   (f) ADJ UNCH    2 0
 MA1375
 MA1375.Superseded values are not recommended for survey control.
 MA1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1375.See file dsdata.txt to determine how the superseded data were derived.
 MA1375
 MA1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF914849(NAD 83)
 MA1375_MARKER: Q = CHISELED SQUARE
 MA1375_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1375_SP_SET: CULVERT
 MA1375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1375
 MA1375  HISTORY     - Date     Condition        Report By
 MA1375  HISTORY     - UNK      MONUMENTED       NYCRR
 MA1375  HISTORY     - 1935     GOOD             NGS
 MA1375
 MA1375                          STATION DESCRIPTION
 MA1375
 MA1375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1375'1.2 MI E FROM NILES.
 MA1375'ABOUT 1.2 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MA1375'THE STATION AT NILES, VENANGO COUNTY, AT STATION 3840.90, AT
 MA1375'THE NORTHEAST CORNER OF A 3-FOOT STONE BOX-CULVERT, ON THE TOP
 MA1375'OF THE NORTH COPING, 21 FEET NORTH OF THE NORTH RAIL, AND ABOUT
 MA1375'4 FEET LOWER THAN THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0889 ***********************************************************************
 KX0889  DESIGNATION -  53.58
 KX0889  PID         -  KX0889
 KX0889  STATE/COUNTY-  PA/ARMSTRONG
 KX0889  USGS QUAD   -  TEMPLETON (1993)
 KX0889
 KX0889                         *CURRENT SURVEY CONTROL
 KX0889  ___________________________________________________________________
 KX0889* NAD 83(1986)-  40 54 56.     (N)    079 27 44.     (W)     SCALED    
 KX0889* NAVD 88     -       249.372  (meters)     818.15   (feet)  ADJUSTED  
 KX0889  ___________________________________________________________________
 KX0889  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KX0889  DYNAMIC HT  -         249.254 (meters)     817.76  (feet)  COMP
 KX0889  MODELED GRAV-     980,144.0   (mgal)                       NAVD 88
 KX0889
 KX0889  VERT ORDER  -  SECOND    CLASS 0
 KX0889
 KX0889.The horizontal coordinates were scaled from a topographic map and have
 KX0889.an estimated accuracy of +/- 6 seconds.
 KX0889
 KX0889.The orthometric height was determined by differential leveling
 KX0889.and adjusted by the National Geodetic Survey in June 1991..
 KX0889
 KX0889.The geoid height was determined by GEOID03.
 KX0889
 KX0889.The dynamic height is computed by dividing the NAVD 88
 KX0889.geopotential number by the normal gravity value computed on the
 KX0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0889.degrees latitude (g = 980.6199 gals.).
 KX0889
 KX0889.The modeled gravity was interpolated from observed gravity values.
 KX0889
 KX0889;                    North         East    Units  Estimated Accuracy
 KX0889;SPC PA S     -   177,090.      455,770.      MT  (+/- 180 meters Scaled)
 KX0889
 KX0889                          SUPERSEDED SURVEY CONTROL
 KX0889
 KX0889  NGVD 29 (??/??/92)  249.551  (m)          818.74   (f) ADJ UNCH    2 0
 KX0889
 KX0889.Superseded values are not recommended for survey control.
 KX0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0889.See file dsdata.txt to determine how the superseded data were derived.
 KX0889
 KX0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF294305(NAD 83)
 KX0889_MARKER: B = BOLT
 KX0889_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0889_SP_SET: BRIDGE
 KX0889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0889
 KX0889  HISTORY     - Date     Condition        Report By
 KX0889  HISTORY     - UNK      MONUMENTED       USGS
 KX0889  HISTORY     - 1935     GOOD             NGS
 KX0889  HISTORY     - 1944     MARK NOT FOUND   NGS
 KX0889
 KX0889                          STATION DESCRIPTION
 KX0889
 KX0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0889'AT TEMPLETON.
 KX0889'AT TEMPLETON, ARMSTRONG COUNTY, 0.1 MILE SOUTH ALONG THE PENNSYLVANIA
 KX0889'RAILROAD FROM THE STATION, AT BRIDGE NO. 53.58 OVER A HIGHWAY,
 KX0889'IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT, 9 FEET EAST OF
 KX0889'THE CENTERLINE OF THE NORTHBOUND TRACK, AND ABOUT 2 FEET BELOW
 KX0889'THE TOP OF THE RAIL.  A COPPER BOLT.
 KX0889
 KX0889                          STATION RECOVERY (1944)
 KX0889
 KX0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 KX0889'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0599 ***********************************************************************
 KW0599  DESIGNATION -  536 RDGRR
 KW0599  PID         -  KW0599
 KW0599  STATE/COUNTY-  PA/LANCASTER
 KW0599  USGS QUAD   -  COLUMBIA EAST (1995)
 KW0599
 KW0599                         *CURRENT SURVEY CONTROL
 KW0599  ___________________________________________________________________
 KW0599* NAD 83(1986)-  40 03 10.     (N)    076 28 16.     (W)     SCALED    
 KW0599* NAVD 88     -       163.208  (meters)     535.46   (feet)  ADJUSTED  
 KW0599  ___________________________________________________________________
 KW0599  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 KW0599  DYNAMIC HT  -         163.123 (meters)     535.18  (feet)  COMP
 KW0599  MODELED GRAV-     980,098.7   (mgal)                       NAVD 88
 KW0599
 KW0599  VERT ORDER  -  SECOND    CLASS 0
 KW0599
 KW0599.The horizontal coordinates were scaled from a topographic map and have
 KW0599.an estimated accuracy of +/- 6 seconds.
 KW0599
 KW0599.The orthometric height was determined by differential leveling
 KW0599.and adjusted by the National Geodetic Survey in June 1991..
 KW0599
 KW0599.The geoid height was determined by GEOID03.
 KW0599
 KW0599.The dynamic height is computed by dividing the NAVD 88
 KW0599.geopotential number by the normal gravity value computed on the
 KW0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0599.degrees latitude (g = 980.6199 gals.).
 KW0599
 KW0599.The modeled gravity was interpolated from observed gravity values.
 KW0599
 KW0599;                    North         East    Units  Estimated Accuracy
 KW0599;SPC PA S     -    80,670.      709,120.      MT  (+/- 180 meters Scaled)
 KW0599
 KW0599                          SUPERSEDED SURVEY CONTROL
 KW0599
 KW0599  NGVD 29 (??/??/??)  163.446  (m)          536.24   (f) ADJUSTED    2 0
 KW0599
 KW0599.Superseded values are not recommended for survey control.
 KW0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0599.See file dsdata.txt to determine how the superseded data were derived.
 KW0599
 KW0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK745346(NAD 83)
 KW0599_MARKER: Z = SEE DESCRIPTION
 KW0599_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0599_SP_SET: RAIL
 KW0599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0599
 KW0599  HISTORY     - Date     Condition        Report By
 KW0599  HISTORY     - UNK      MONUMENTED       RDGRR
 KW0599  HISTORY     - 1935     GOOD             CGS
 KW0599
 KW0599                          STATION DESCRIPTION
 KW0599
 KW0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0599'AT CORDELIA.
 KW0599'AT CORDELIA, LANCASTER COUNTY, 50 FEET EAST OF THE READING CO.
 KW0599'RAILWAY STATION, AT THE SOUTHWEST CORNER OF THE TOOL HOUSE,
 KW0599'AND 28 FEET NORTH OF THE TRACK.  THE HIGHEST POINT OF A VERTICAL
 KW0599'RAIL PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0238 ***********************************************************************
 JV0238  DESIGNATION -  539 USGS
 JV0238  PID         -  JV0238
 JV0238  STATE/COUNTY-  PA/LANCASTER
 JV0238  USGS QUAD   -  GAP (1989)
 JV0238
 JV0238                         *CURRENT SURVEY CONTROL
 JV0238  ___________________________________________________________________
 JV0238* NAD 83(1986)-  39 54 11.     (N)    076 07 20.     (W)     SCALED    
 JV0238* NAVD 88     -       164.028  (meters)     538.15   (feet)  ADJUSTED  
 JV0238  ___________________________________________________________________
 JV0238  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JV0238  DYNAMIC HT  -         163.943 (meters)     537.87  (feet)  COMP
 JV0238  MODELED GRAV-     980,105.7   (mgal)                       NAVD 88
 JV0238
 JV0238  VERT ORDER  -  SECOND    CLASS 0
 JV0238
 JV0238.The horizontal coordinates were scaled from a topographic map and have
 JV0238.an estimated accuracy of +/- 6 seconds.
 JV0238
 JV0238.The orthometric height was determined by differential leveling
 JV0238.and adjusted by the National Geodetic Survey in June 1991..
 JV0238
 JV0238.The geoid height was determined by GEOID03.
 JV0238
 JV0238.The dynamic height is computed by dividing the NAVD 88
 JV0238.geopotential number by the normal gravity value computed on the
 JV0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0238.degrees latitude (g = 980.6199 gals.).
 JV0238
 JV0238.The modeled gravity was interpolated from observed gravity values.
 JV0238
 JV0238;                    North         East    Units  Estimated Accuracy
 JV0238;SPC PA S     -    64,540.      739,190.      MT  (+/- 180 meters Scaled)
 JV0238
 JV0238                          SUPERSEDED SURVEY CONTROL
 JV0238
 JV0238  NGVD 29 (??/??/??)  164.291  (m)          539.01   (f) ADJUSTED    2 0
 JV0238
 JV0238.Superseded values are not recommended for survey control.
 JV0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0238.See file dsdata.txt to determine how the superseded data were derived.
 JV0238
 JV0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK040176(NAD 83)
 JV0238_MARKER: DD = SURVEY DISK
 JV0238_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV0238_SP_SET: BRIDGE
 JV0238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV0238
 JV0238  HISTORY     - Date     Condition        Report By
 JV0238  HISTORY     - UNK      MONUMENTED       USGS
 JV0238  HISTORY     - 1955     GOOD             CGS
 JV0238
 JV0238                          STATION DESCRIPTION
 JV0238
 JV0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JV0238'2.2 MI NE FROM QUARRYVILLE.
 JV0238'ABOUT 2.2 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JV0238'OVERPASS OVER CHURCH STREET AT QUARRYVILLE, ABOUT 11.6 MILES
 JV0238'SOUTHWEST OF THE STATION AT PARKESBURG, ABOUT 0.1 MILE EAST OF A
 JV0238'BRIDGE OVER A BLACK TOP ROAD, IN THE TOP OF THE TOP STEP OF THE
 JV0238'NORTHEAST STONE WING WALL OF STONE MASONRY ARCH BRIDGE NO. 11.55
 JV0238'OVER BOWERY RUN AND A FARM ROAD, 11 FEET NORTH OF NORTH RAIL AND
 JV0238'ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK.  NOTE-- THE STAMPING
 JV0238'IS NO LONGER LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1280 ***********************************************************************
 KX1280  DESIGNATION -  54
 KX1280  PID         -  KX1280
 KX1280  STATE/COUNTY-  PA/WASHINGTON
 KX1280  USGS QUAD   -  CALIFORNIA (1979)
 KX1280
 KX1280                         *CURRENT SURVEY CONTROL
 KX1280  ___________________________________________________________________
 KX1280* NAD 83(1986)-  40 02 02.     (N)    079 52 41.     (W)     SCALED    
 KX1280* NAVD 88     -       240.568  (meters)     789.26   (feet)  ADJUSTED  
 KX1280  ___________________________________________________________________
 KX1280  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KX1280  DYNAMIC HT  -         240.435 (meters)     788.83  (feet)  COMP
 KX1280  MODELED GRAV-     980,069.5   (mgal)                       NAVD 88
 KX1280
 KX1280  VERT ORDER  -  FIRST     CLASS II
 KX1280
 KX1280.The horizontal coordinates were scaled from a topographic map and have
 KX1280.an estimated accuracy of +/- 6 seconds.
 KX1280
 KX1280.The orthometric height was determined by differential leveling
 KX1280.and adjusted by the National Geodetic Survey in June 1991..
 KX1280
 KX1280.The geoid height was determined by GEOID03.
 KX1280
 KX1280.The dynamic height is computed by dividing the NAVD 88
 KX1280.geopotential number by the normal gravity value computed on the
 KX1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1280.degrees latitude (g = 980.6199 gals.).
 KX1280
 KX1280.The modeled gravity was interpolated from observed gravity values.
 KX1280
 KX1280;                    North         East    Units  Estimated Accuracy
 KX1280;SPC PA S     -    79,970.      418,390.      MT  (+/- 180 meters Scaled)
 KX1280
 KX1280                          SUPERSEDED SURVEY CONTROL
 KX1280
 KX1280  NGVD 29 (??/??/92)  240.755  (m)          789.88   (f) ADJ UNCH    1 2
 KX1280
 KX1280.Superseded values are not recommended for survey control.
 KX1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1280.See file dsdata.txt to determine how the superseded data were derived.
 KX1280
 KX1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE957321(NAD 83)
 KX1280_MARKER: B = BOLT
 KX1280_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1280_SP_SET: ABUTMENT
 KX1280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1280
 KX1280  HISTORY     - Date     Condition        Report By
 KX1280  HISTORY     - UNK      MONUMENTED       PRR
 KX1280  HISTORY     - 1941     GOOD             NGS
 KX1280  HISTORY     - 1983     MARK NOT FOUND   NGS
 KX1280
 KX1280                          STATION DESCRIPTION
 KX1280
 KX1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1280'0.3 MI SE FROM WEST BROWNSVILLE JCT.
 KX1280'0.3 MILE SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1280'STATION AT WEST BROWNSVILLE JUNCTION, WASHINGTON COUNTY, AT
 KX1280'THE STEEL BRIDGE OVER MONONGAHELA RIVER, IN THE SOUTHWEST
 KX1280'CORNER OF THE NORTHWEST ABUTMENT, 52.6 FEET EAST OF THE EAST
 KX1280'CORNER OF THE YARDMASTERS OFFICE, AND 10.2 FEET SOUTHWEST OF
 KX1280'THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK.  A COPPER BOLT.
 KX1280
 KX1280                          STATION RECOVERY (1983)
 KX1280
 KX1280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1280'NOT RECOVERED, THE CONCRETE IS IN BAD CONDITION AND THE MARK IS
 KX1280'BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0898 ***********************************************************************
 LZ0898  DESIGNATION -  54
 LZ0898  PID         -  LZ0898
 LZ0898  STATE/COUNTY-  PA/LYCOMING
 LZ0898  USGS QUAD   -  WILLIAMSPORT (1986)
 LZ0898
 LZ0898                         *CURRENT SURVEY CONTROL
 LZ0898  ___________________________________________________________________
 LZ0898* NAD 83(1986)-  41 13 34.     (N)    077 06 30.     (W)     SCALED    
 LZ0898* NAVD 88     -       161.404  (meters)     529.54   (feet)  ADJUSTED  
 LZ0898  ___________________________________________________________________
 LZ0898  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LZ0898  DYNAMIC HT  -         161.333 (meters)     529.31  (feet)  COMP
 LZ0898  MODELED GRAV-     980,183.6   (mgal)                       NAVD 88
 LZ0898
 LZ0898  VERT ORDER  -  FIRST     CLASS II
 LZ0898
 LZ0898.The horizontal coordinates were scaled from a topographic map and have
 LZ0898.an estimated accuracy of +/- 6 seconds.
 LZ0898
 LZ0898.The orthometric height was determined by differential leveling
 LZ0898.and adjusted by the National Geodetic Survey in June 1991..
 LZ0898
 LZ0898.The geoid height was determined by GEOID03.
 LZ0898
 LZ0898.The dynamic height is computed by dividing the NAVD 88
 LZ0898.geopotential number by the normal gravity value computed on the
 LZ0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0898.degrees latitude (g = 980.6199 gals.).
 LZ0898
 LZ0898.The modeled gravity was interpolated from observed gravity values.
 LZ0898
 LZ0898;                    North         East    Units  Estimated Accuracy
 LZ0898;SPC PA N     -   117,850.      653,800.      MT  (+/- 180 meters Scaled)
 LZ0898
 LZ0898                          SUPERSEDED SURVEY CONTROL
 LZ0898
 LZ0898  NGVD 29 (??/??/92)  161.620  (m)          530.25   (f) ADJ UNCH    1 2
 LZ0898
 LZ0898.Superseded values are not recommended for survey control.
 LZ0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0898.See file dsdata.txt to determine how the superseded data were derived.
 LZ0898
 LZ0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL232660(NAD 83)
 LZ0898_MARKER: B = BOLT
 LZ0898_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0898_SP_SET: BRIDGE SEAT
 LZ0898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0898
 LZ0898  HISTORY     - Date     Condition        Report By
 LZ0898  HISTORY     - UNK      MONUMENTED       PRR
 LZ0898  HISTORY     - 1934     GOOD             NGS
 LZ0898  HISTORY     - 1966     GOOD             NGS
 LZ0898  HISTORY     - 20000901 GOOD             PADT
 LZ0898
 LZ0898                          STATION DESCRIPTION
 LZ0898
 LZ0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0898'0.8 MI E FROM NISBET.
 LZ0898'3/4 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM NISBET,
 LZ0898'LYCOMING COUNTY, AT BRIDGE 242.86 OVER WEST BRANCH SUSQUEHANNA
 LZ0898'RIVER, AND IN THE NORTHEAST BRIDGE SEAT.  A COPPER BOLT.
 LZ0898
 LZ0898                          STATION RECOVERY (1966)
 LZ0898
 LZ0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 LZ0898'RECOVERED IN GOOD CONDITION.
 LZ0898
 LZ0898                          STATION RECOVERY (2000)
 LZ0898
 LZ0898'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (BH)
 LZ0898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0319 ***********************************************************************
 KX0319  DESIGNATION -  54
 KX0319  PID         -  KX0319
 KX0319  STATE/COUNTY-  PA/BLAIR
 KX0319  USGS QUAD   -  ROARING SPRING (1987)
 KX0319
 KX0319                         *CURRENT SURVEY CONTROL
 KX0319  ___________________________________________________________________
 KX0319* NAD 83(1986)-  40 17 09.     (N)    078 27 28.     (W)     SCALED    
 KX0319* NAVD 88     -       352.816  (meters)    1157.53   (feet)  ADJUSTED  
 KX0319  ___________________________________________________________________
 KX0319  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KX0319  DYNAMIC HT  -         352.623 (meters)    1156.90  (feet)  COMP
 KX0319  MODELED GRAV-     980,069.5   (mgal)                       NAVD 88
 KX0319
 KX0319  VERT ORDER  -  SECOND    CLASS 0
 KX0319
 KX0319.The horizontal coordinates were scaled from a topographic map and have
 KX0319.an estimated accuracy of +/- 6 seconds.
 KX0319
 KX0319.The orthometric height was determined by differential leveling
 KX0319.and adjusted by the National Geodetic Survey in June 1991..
 KX0319
 KX0319.The geoid height was determined by GEOID03.
 KX0319
 KX0319.The dynamic height is computed by dividing the NAVD 88
 KX0319.geopotential number by the normal gravity value computed on the
 KX0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0319.degrees latitude (g = 980.6199 gals.).
 KX0319
 KX0319.The modeled gravity was interpolated from observed gravity values.
 KX0319
 KX0319;                    North         East    Units  Estimated Accuracy
 KX0319;SPC PA S     -   106,000.      539,820.      MT  (+/- 180 meters Scaled)
 KX0319
 KX0319                          SUPERSEDED SURVEY CONTROL
 KX0319
 KX0319  NGVD 29 (??/??/92)  352.962  (m)         1158.01   (f) ADJ UNCH    2 0
 KX0319
 KX0319.Superseded values are not recommended for survey control.
 KX0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0319.See file dsdata.txt to determine how the superseded data were derived.
 KX0319
 KX0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE161625(NAD 83)
 KX0319_MARKER: Q = CHISELED SQUARE
 KX0319_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0319_SP_SET: BRIDGE
 KX0319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0319
 KX0319  HISTORY     - Date     Condition        Report By
 KX0319  HISTORY     - UNK      MONUMENTED       PRR
 KX0319  HISTORY     - 1935     GOOD             NGS
 KX0319
 KX0319                          STATION DESCRIPTION
 KX0319
 KX0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0319'0.6 MI S FROM BLAYSBURG.
 KX0319'0.6 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0319'AT CLAYSBURG, BLAIR COUNTY, AT THE EAST END OF BRIDGE 20.86 OVER
 KX0319'PING RUN, ON THE TOP OF THE NORTH SEAT, AND 12 FEET EAST OF THE
 KX0319'CENTER LINE OF THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1047 ***********************************************************************
 KX1047  DESIGNATION -  54
 KX1047  PID         -  KX1047
 KX1047  STATE/COUNTY-  PA/INDIANA
 KX1047  USGS QUAD   -  BLAIRSVILLE (1981)
 KX1047
 KX1047                         *CURRENT SURVEY CONTROL
 KX1047  ___________________________________________________________________
 KX1047* NAD 83(1986)-  40 27 42.     (N)    079 21 59.     (W)     SCALED    
 KX1047* NAVD 88     -       279.076  (meters)     915.60   (feet)  ADJUSTED  
 KX1047  ___________________________________________________________________
 KX1047  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KX1047  DYNAMIC HT  -         278.929 (meters)     915.12  (feet)  COMP
 KX1047  MODELED GRAV-     980,090.4   (mgal)                       NAVD 88
 KX1047
 KX1047  VERT ORDER  -  FIRST     CLASS II
 KX1047
 KX1047.The horizontal coordinates were scaled from a topographic map and have
 KX1047.an estimated accuracy of +/- 6 seconds.
 KX1047
 KX1047.The orthometric height was determined by differential leveling
 KX1047.and adjusted by the National Geodetic Survey in June 1991..
 KX1047
 KX1047.The geoid height was determined by GEOID03.
 KX1047
 KX1047.The dynamic height is computed by dividing the NAVD 88
 KX1047.geopotential number by the normal gravity value computed on the
 KX1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1047.degrees latitude (g = 980.6199 gals.).
 KX1047
 KX1047.The modeled gravity was interpolated from observed gravity values.
 KX1047
 KX1047;                    North         East    Units  Estimated Accuracy
 KX1047;SPC PA S     -   126,540.      462,920.      MT  (+/- 180 meters Scaled)
 KX1047
 KX1047                          SUPERSEDED SURVEY CONTROL
 KX1047
 KX1047  NGVD 29 (??/??/92)  279.252  (m)          916.18   (f) ADJ UNCH    1 2
 KX1047
 KX1047.Superseded values are not recommended for survey control.
 KX1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1047.See file dsdata.txt to determine how the superseded data were derived.
 KX1047
 KX1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE385802(NAD 83)
 KX1047_MARKER: B = BOLT
 KX1047_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1047_SP_SET: TUNNEL
 KX1047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1047
 KX1047  HISTORY     - Date     Condition        Report By
 KX1047  HISTORY     - UNK      MONUMENTED       PRR
 KX1047  HISTORY     - 1941     GOOD             NGS
 KX1047
 KX1047                          STATION DESCRIPTION
 KX1047
 KX1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1047'9 MI NW FROM TORRANCE.
 KX1047'ABOUT 9 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX1047'TORRANCE, WESTMORELAND COUNTY, AT THE WEST END OF BOW TUNNEL, IN
 KX1047'A SHELF ON THE SOUTH SIDE, ABOUT 750 FEET EAST OF MILEPOST 16,
 KX1047'ABOUT 6 FEET SOUTH OF THE SOUTH RAIL, AND 1.5 FEET HIGHER THAN
 KX1047'THE TOP OF THE RAIL.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1511 ***********************************************************************
 JV1511  DESIGNATION -  54 PRR
 JV1511  PID         -  JV1511
 JV1511  STATE/COUNTY-  PA/YORK
 JV1511  USGS QUAD   -  WEST YORK (1973)
 JV1511
 JV1511                         *CURRENT SURVEY CONTROL
 JV1511  ___________________________________________________________________
 JV1511* NAD 83(1986)-  39 54 34.     (N)    076 45 16.     (W)     SCALED    
 JV1511* NAVD 88     -       125.162  (meters)     410.64   (feet)  ADJUSTED  
 JV1511  ___________________________________________________________________
 JV1511  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 JV1511  DYNAMIC HT  -         125.098 (meters)     410.43  (feet)  COMP
 JV1511  MODELED GRAV-     980,115.4   (mgal)                       NAVD 88
 JV1511
 JV1511  VERT ORDER  -  SECOND    CLASS 0
 JV1511
 JV1511.The horizontal coordinates were scaled from a topographic map and have
 JV1511.an estimated accuracy of +/- 6 seconds.
 JV1511
 JV1511.The orthometric height was determined by differential leveling
 JV1511.and adjusted by the National Geodetic Survey in June 1991..
 JV1511
 JV1511.The geoid height was determined by GEOID03.
 JV1511
 JV1511.The dynamic height is computed by dividing the NAVD 88
 JV1511.geopotential number by the normal gravity value computed on the
 JV1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1511.degrees latitude (g = 980.6199 gals.).
 JV1511
 JV1511.The modeled gravity was interpolated from observed gravity values.
 JV1511
 JV1511;                    North         East    Units  Estimated Accuracy
 JV1511;SPC PA S     -    64,450.      685,130.      MT  (+/- 180 meters Scaled)
 JV1511
 JV1511                          SUPERSEDED SURVEY CONTROL
 JV1511
 JV1511  NGVD 29 (??/??/??)  125.416  (m)          411.47   (f) ADJUSTED    2 0
 JV1511
 JV1511.Superseded values are not recommended for survey control.
 JV1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1511.See file dsdata.txt to determine how the superseded data were derived.
 JV1511
 JV1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK500191(NAD 83)
 JV1511_MARKER: B = BOLT
 JV1511_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV1511_SP_SET: STEP
 JV1511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV1511
 JV1511  HISTORY     - Date     Condition        Report By
 JV1511  HISTORY     - UNK      MONUMENTED       PRR
 JV1511  HISTORY     - 1935     GOOD             CGS
 JV1511  HISTORY     - 1954     MARK NOT FOUND   CGS
 JV1511  HISTORY     - 20050318 MARK NOT FOUND   GEOCAC
 JV1511
 JV1511                          STATION DESCRIPTION
 JV1511
 JV1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1511'AT BRILHART.
 JV1511'AT BRILHART, YORK COUNTY, ABOUT 75 FEET SOUTHWEST OF THE
 JV1511'PENNSYLVANIA RAILROAD STATION, IN THE TOP OF THE EAST DOOR STEP
 JV1511'OF A BRICK HOUSE, 6 INCHES WEST OF THE EAST DOOR SILL, AND 24
 JV1511'FEET SOUTH OF THE CENTER LINE OF THE TRACK.  A COPPER BOLT.
 JV1511
 JV1511                          STATION RECOVERY (1954)
 JV1511
 JV1511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 JV1511'MARK NOT FOUND.
 JV1511
 JV1511                          STATION RECOVERY (2005)
 JV1511
 JV1511'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 JV1511'STEP IS COVERED WITH PATCHING MATERIAL AT THE LOCATION OF THE BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0241 ***********************************************************************
 JV0241  DESIGNATION -  54 PRR
 JV0241  PID         -  JV0241
 JV0241  STATE/COUNTY-  PA/LANCASTER
 JV0241  USGS QUAD   -  GAP (1989)
 JV0241
 JV0241                         *CURRENT SURVEY CONTROL
 JV0241  ___________________________________________________________________
 JV0241* NAD 83(1986)-  39 55 57.     (N)    076 01 56.     (W)     SCALED    
 JV0241* NAVD 88     -       163.644  (meters)     536.89   (feet)  ADJUSTED  
 JV0241  ___________________________________________________________________
 JV0241  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 JV0241  DYNAMIC HT  -         163.561 (meters)     536.62  (feet)  COMP
 JV0241  MODELED GRAV-     980,110.3   (mgal)                       NAVD 88
 JV0241
 JV0241  VERT ORDER  -  SECOND    CLASS 0
 JV0241
 JV0241.The horizontal coordinates were scaled from a topographic map and have
 JV0241.an estimated accuracy of +/- 6 seconds.
 JV0241
 JV0241.The orthometric height was determined by differential leveling
 JV0241.and adjusted by the National Geodetic Survey in June 1991..
 JV0241
 JV0241.The geoid height was determined by GEOID03.
 JV0241
 JV0241.The dynamic height is computed by dividing the NAVD 88
 JV0241.geopotential number by the normal gravity value computed on the
 JV0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0241.degrees latitude (g = 980.6199 gals.).
 JV0241
 JV0241.The modeled gravity was interpolated from observed gravity values.
 JV0241
 JV0241;                    North         East    Units  Estimated Accuracy
 JV0241;SPC PA S     -    67,960.      746,820.      MT  (+/- 180 meters Scaled)
 JV0241
 JV0241                          SUPERSEDED SURVEY CONTROL
 JV0241
 JV0241  NGVD 29 (??/??/??)  163.923  (m)          537.80   (f) ADJUSTED    2 0
 JV0241
 JV0241.Superseded values are not recommended for survey control.
 JV0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0241.See file dsdata.txt to determine how the superseded data were derived.
 JV0241
 JV0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK118207(NAD 83)
 JV0241_MARKER: B = BOLT
 JV0241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV0241_SP_SET: BRIDGE
 JV0241_STAMPING: 531 6 SKS 1953
 JV0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV0241
 JV0241  HISTORY     - Date     Condition        Report By
 JV0241  HISTORY     - UNK      MONUMENTED       PRR
 JV0241  HISTORY     - 1955     GOOD             CGS
 JV0241
 JV0241                          STATION DESCRIPTION
 JV0241
 JV0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JV0241'6.4 MI SW FROM PARKESBURG.
 JV0241'ABOUT 6.4 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD
 JV0241'FROM THE STATION AT PARKESBURG, AT OVERPASS NO. 6-35 OF RAILROAD
 JV0241'OVER A BLACK TOP ROAD, A COPPER BOLT IN THE TOP OF SOUTH END
 JV0241'OF STONE MASONRY PART OF EAST ABUTMENT, 5.6 FEET SOUTH OF
 JV0241'SOUTH RAIL OF SOUTH TRACK, IN A CORNER FORMED BY THE EAST
 JV0241'CONCRETE BRIDGE SEAT AND WING WALL OF ABUTMENT AND ABOUT 6 FEET
 JV0241'BELOW LEVEL OF TRACK.  THE BOLT IS TOO CLOSE TO CONCRETE
 JV0241'STRUCTURE TO HOLD A ROD ON BOLT.  NOTE-- A U.S.G.S. DISK
 JV0241'STAMPED 531 6 SKS 1953 IS SET IN THE TOP OF LOWER NORTHEAST
 JV0241'END OF NORTHEAST CONCRETE WING WALL OF THIS BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1288 ***********************************************************************
 LZ1288  DESIGNATION -  54 USGS
 LZ1288  PID         -  LZ1288
 LZ1288  STATE/COUNTY-  PA/CLINTON
 LZ1288  USGS QUAD   -  FARRANDSVILLE (1973)
 LZ1288
 LZ1288                         *CURRENT SURVEY CONTROL
 LZ1288  ___________________________________________________________________
 LZ1288* NAD 83(1986)-  41 10 35.     (N)    077 32 57.     (W)     SCALED    
 LZ1288* NAVD 88     -       181.147  (meters)     594.31   (feet)  ADJUSTED  
 LZ1288  ___________________________________________________________________
 LZ1288  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 LZ1288  DYNAMIC HT  -         181.063 (meters)     594.04  (feet)  COMP
 LZ1288  MODELED GRAV-     980,156.0   (mgal)                       NAVD 88
 LZ1288
 LZ1288  VERT ORDER  -  SECOND    CLASS 0
 LZ1288
 LZ1288.The horizontal coordinates were scaled from a topographic map and have
 LZ1288.an estimated accuracy of +/- 6 seconds.
 LZ1288
 LZ1288.The orthometric height was determined by differential leveling
 LZ1288.and adjusted by the National Geodetic Survey in June 1991..
 LZ1288
 LZ1288.The geoid height was determined by GEOID03.
 LZ1288
 LZ1288.The dynamic height is computed by dividing the NAVD 88
 LZ1288.geopotential number by the normal gravity value computed on the
 LZ1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1288.degrees latitude (g = 980.6199 gals.).
 LZ1288
 LZ1288.The modeled gravity was interpolated from observed gravity values.
 LZ1288
 LZ1288;                    North         East    Units  Estimated Accuracy
 LZ1288;SPC PA N     -   112,150.      616,850.      MT  (+/- 180 meters Scaled)
 LZ1288
 LZ1288                          SUPERSEDED SURVEY CONTROL
 LZ1288
 LZ1288  NGVD 29 (??/??/92)  181.342  (m)          594.95   (f) ADJ UNCH    2 0
 LZ1288
 LZ1288.Superseded values are not recommended for survey control.
 LZ1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1288.See file dsdata.txt to determine how the superseded data were derived.
 LZ1288
 LZ1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL861614(NAD 83)
 LZ1288_MARKER: DD = SURVEY DISK
 LZ1288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1288_SP_SET: BRIDGE CURB
 LZ1288_STAMPING: 54 SKS USGS 1966
 LZ1288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1288
 LZ1288  HISTORY     - Date     Condition        Report By
 LZ1288  HISTORY     - 1966     MONUMENTED       PADH
 LZ1288  HISTORY     - 1968     GOOD             NGS
 LZ1288
 LZ1288                          STATION DESCRIPTION
 LZ1288
 LZ1288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ1288'7.2 MI NW FROM LOCK HAVEN.
 LZ1288'ABOUT 7.2 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE
 LZ1288'POST OFFICE IN LOCK HAVEN, SET IN THE TOP OF THE NORTHWEST
 LZ1288'CORNER OF CURB OF BRIDGE OVER TANGASCOOTAC CREEK, AND IS ABOUT
 LZ1288'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2061 ***********************************************************************
 JV2061  DESIGNATION -  540 PADH
 JV2061  PID         -  JV2061
 JV2061  STATE/COUNTY-  PA/ADAMS
 JV2061  USGS QUAD   -  HAMPTON (1990)
 JV2061
 JV2061                         *CURRENT SURVEY CONTROL
 JV2061  ___________________________________________________________________
 JV2061* NAD 83(1986)-  39 58 08.     (N)    077 04 42.     (W)     SCALED    
 JV2061* NAVD 88     -       164.464  (meters)     539.58   (feet)  ADJUSTED  
 JV2061  ___________________________________________________________________
 JV2061  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JV2061  DYNAMIC HT  -         164.377 (meters)     539.29  (feet)  COMP
 JV2061  MODELED GRAV-     980,096.4   (mgal)                       NAVD 88
 JV2061
 JV2061  VERT ORDER  -  SECOND    CLASS 0
 JV2061
 JV2061.The horizontal coordinates were scaled from a topographic map and have
 JV2061.an estimated accuracy of +/- 6 seconds.
 JV2061
 JV2061.The orthometric height was determined by differential leveling
 JV2061.and adjusted by the National Geodetic Survey in June 1991..
 JV2061
 JV2061.The geoid height was determined by GEOID03.
 JV2061
 JV2061.The dynamic height is computed by dividing the NAVD 88
 JV2061.geopotential number by the normal gravity value computed on the
 JV2061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2061.degrees latitude (g = 980.6199 gals.).
 JV2061
 JV2061.The modeled gravity was interpolated from observed gravity values.
 JV2061
 JV2061;                    North         East    Units  Estimated Accuracy
 JV2061;SPC PA S     -    70,790.      657,380.      MT  (+/- 180 meters Scaled)
 JV2061
 JV2061                          SUPERSEDED SURVEY CONTROL
 JV2061
 JV2061  NGVD 29 (??/??/??)  164.664  (m)          540.24   (f) ADJUSTED    2 0
 JV2061
 JV2061.Superseded values are not recommended for survey control.
 JV2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2061.See file dsdata.txt to determine how the superseded data were derived.
 JV2061
 JV2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK225263(NAD 83)
 JV2061_MARKER: DD = SURVEY DISK
 JV2061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV2061_SP_SET: BRIDGE
 JV2061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV2061
 JV2061  HISTORY     - Date     Condition        Report By
 JV2061  HISTORY     - UNK      MONUMENTED       PADH
 JV2061  HISTORY     - 1942     GOOD             CGS
 JV2061  HISTORY     - 20060621 MARK NOT FOUND   GEOCAC
 JV2061
 JV2061                          STATION DESCRIPTION
 JV2061
 JV2061'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV2061'2.7 MI S FROM YORK SPRINGS.
 JV2061'2.7 MILES SOUTH ALONG PA. HIGHWAY NO. 94 FROM THE POST OFFICE IN
 JV2061'YORK SPRINGS, A PENNSYLVANIA HIGHWAY DEPARTMENT DISK SET VERTICALLY
 JV2061'IN THE WEST RAIL OF A SMALL CONCRETE BRIDGE, 150 FEET NORTH OF
 JV2061'HIGHWAY DISTANCE MARKER 5/60, 2.5 FEET ABOVE THE BRIDGE FLOOR.
 JV2061
 JV2061                          STATION RECOVERY (2006)
 JV2061
 JV2061'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV2061'BRIDGE HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1584 ***********************************************************************
 KW1584  DESIGNATION -  540.15 USGS
 KW1584  PID         -  KW1584
 KW1584  STATE/COUNTY-  PA/UNION
 KW1584  USGS QUAD   -  LEWISBURG (1994)
 KW1584
 KW1584                         *CURRENT SURVEY CONTROL
 KW1584  ___________________________________________________________________
 KW1584* NAD 83(1986)-  40 56 49.     (N)    076 57 59.     (W)     SCALED    
 KW1584* NAVD 88     -       164.613  (meters)     540.07   (feet)  ADJUSTED  
 KW1584  ___________________________________________________________________
 KW1584  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 KW1584  DYNAMIC HT  -         164.539 (meters)     539.83  (feet)  COMP
 KW1584  MODELED GRAV-     980,177.6   (mgal)                       NAVD 88
 KW1584
 KW1584  VERT ORDER  -  SECOND    CLASS 0
 KW1584
 KW1584.The horizontal coordinates were scaled from a topographic map and have
 KW1584.an estimated accuracy of +/- 6 seconds.
 KW1584
 KW1584.The orthometric height was determined by differential leveling
 KW1584.and adjusted by the National Geodetic Survey in June 1991..
 KW1584
 KW1584.The geoid height was determined by GEOID03.
 KW1584
 KW1584.The dynamic height is computed by dividing the NAVD 88
 KW1584.geopotential number by the normal gravity value computed on the
 KW1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1584.degrees latitude (g = 980.6199 gals.).
 KW1584
 KW1584.The modeled gravity was interpolated from observed gravity values.
 KW1584
 KW1584;                    North         East    Units  Estimated Accuracy
 KW1584;SPC PA N     -    86,950.      665,980.      MT  (+/- 180 meters Scaled)
 KW1584
 KW1584                          SUPERSEDED SURVEY CONTROL
 KW1584
 KW1584  NGVD 29 (??/??/??)  164.837  (m)          540.80   (f) ADJUSTED    2 0
 KW1584
 KW1584.Superseded values are not recommended for survey control.
 KW1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1584.See file dsdata.txt to determine how the superseded data were derived.
 KW1584
 KW1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL344347(NAD 83)
 KW1584_MARKER: N = NAIL
 KW1584_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1584_SP_SET: POPLAR TREE BASE
 KW1584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1584
 KW1584  HISTORY     - Date     Condition        Report By
 KW1584  HISTORY     - UNK      MONUMENTED       USGS
 KW1584  HISTORY     - 1934     GOOD             CGS
 KW1584
 KW1584                          STATION DESCRIPTION
 KW1584
 KW1584'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1584'1 MI E FROM VICKSBURG.
 KW1584'1.0 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM VICKSBURG,
 KW1584'UNION COUNTY, ABOUT 150 FEET NORTHWEST OF MILEPOST 6, ABOUT 60
 KW1584'FEET NORTHEAST OF A PUBLIC-ROAD CROSSING, AND IN THE NORTH BASE
 KW1584'OF A 20-INCH POPLAR TREE.  A UNITED STATES GEOLOGICAL SURVEY
 KW1584'STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1434 ***********************************************************************
 KV1434  DESIGNATION -  540=89 DLWRR
 KV1434  PID         -  KV1434
 KV1434  STATE/COUNTY-  PA/NORTHAMPTON
 KV1434  USGS QUAD   -  BANGOR (1994)
 KV1434
 KV1434                         *CURRENT SURVEY CONTROL
 KV1434  ___________________________________________________________________
 KV1434* NAD 83(1986)-  40 52 27.     (N)    075 12 02.     (W)     SCALED    
 KV1434* NAVD 88     -       164.444  (meters)     539.51   (feet)  ADJUSTED  
 KV1434  ___________________________________________________________________
 KV1434  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 KV1434  DYNAMIC HT  -         164.367 (meters)     539.26  (feet)  COMP
 KV1434  MODELED GRAV-     980,158.4   (mgal)                       NAVD 88
 KV1434
 KV1434  VERT ORDER  -  SECOND    CLASS 0
 KV1434
 KV1434.The horizontal coordinates were scaled from a topographic map and have
 KV1434.an estimated accuracy of +/- 6 seconds.
 KV1434
 KV1434.The orthometric height was determined by differential leveling
 KV1434.and adjusted by the National Geodetic Survey in June 1991..
 KV1434
 KV1434.The geoid height was determined by GEOID03.
 KV1434
 KV1434.The dynamic height is computed by dividing the NAVD 88
 KV1434.geopotential number by the normal gravity value computed on the
 KV1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1434.degrees latitude (g = 980.6199 gals.).
 KV1434
 KV1434.The modeled gravity was interpolated from observed gravity values.
 KV1434
 KV1434;                    North         East    Units  Estimated Accuracy
 KV1434;SPC PA S     -   174,190.      814,870.      MT  (+/- 180 meters Scaled)
 KV1434
 KV1434                          SUPERSEDED SURVEY CONTROL
 KV1434
 KV1434  NGVD 29 (??/??/??)  164.627  (m)          540.11   (f) ADJUSTED    2 0
 KV1434
 KV1434.Superseded values are not recommended for survey control.
 KV1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1434.See file dsdata.txt to determine how the superseded data were derived.
 KV1434
 KV1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL831248(NAD 83)
 KV1434_MARKER: Z = SEE DESCRIPTION
 KV1434_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1434_SP_SET: RAIL
 KV1434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1434
 KV1434  HISTORY     - Date     Condition        Report By
 KV1434  HISTORY     - 1932     MONUMENTED       DLWRR
 KV1434  HISTORY     - 1932     GOOD             CGS
 KV1434  HISTORY     - 1942     GOOD             CGS
 KV1434  HISTORY     - 20021117 MARK NOT FOUND   USPSQD
 KV1434
 KV1434                          STATION DESCRIPTION
 KV1434
 KV1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1434'0.7 MI E FROM BANGOR.
 KV1434'0.7 MILE EAST ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 KV1434'RAILROAD FROM BANGOR, NORTHAMPTON COUNTY, OPPOSITE MILEPOST
 KV1434'89, AND BETWEEN THE TRACK.  THE TOP OF A SECTION OF RAIL SET
 KV1434'VERTICALLY AND PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- THE
 KV1434'DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE
 KV1434'LACKAWANNA RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA
 KV1434'RAILROAD.
 KV1434
 KV1434                          STATION RECOVERY (1942)
 KV1434
 KV1434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 KV1434'RECOVERED IN GOOD CONDITION.
 KV1434
 KV1434                          STATION RECOVERY (2002)
 KV1434
 KV1434'RECOVERY NOTE BY US POWER SQUADRON 2002 (MJG)
 KV1434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1540 ***********************************************************************
 JU1540  DESIGNATION -  542 USGS
 JU1540  PID         -  JU1540
 JU1540  STATE/COUNTY-  PA/CHESTER
 JU1540  USGS QUAD   -  PARKESBURG (1992)
 JU1540
 JU1540                         *CURRENT SURVEY CONTROL
 JU1540  ___________________________________________________________________
 JU1540* NAD 83(1986)-  39 57 34.     (N)    075 55 18.     (W)     SCALED    
 JU1540* NAVD 88     -       165.318  (meters)     542.38   (feet)  ADJUSTED  
 JU1540  ___________________________________________________________________
 JU1540  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JU1540  DYNAMIC HT  -         165.234 (meters)     542.11  (feet)  COMP
 JU1540  MODELED GRAV-     980,112.4   (mgal)                       NAVD 88
 JU1540
 JU1540  VERT ORDER  -  SECOND    CLASS 0
 JU1540
 JU1540.The horizontal coordinates were scaled from a topographic map and have
 JU1540.an estimated accuracy of +/- 6 seconds.
 JU1540
 JU1540.The orthometric height was determined by differential leveling
 JU1540.and adjusted by the National Geodetic Survey in June 1991..
 JU1540
 JU1540.The geoid height was determined by GEOID03.
 JU1540
 JU1540.The dynamic height is computed by dividing the NAVD 88
 JU1540.geopotential number by the normal gravity value computed on the
 JU1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1540.degrees latitude (g = 980.6199 gals.).
 JU1540
 JU1540.The modeled gravity was interpolated from observed gravity values.
 JU1540
 JU1540;                    North         East    Units  Estimated Accuracy
 JU1540;SPC PA S     -    71,140.      756,210.      MT  (+/- 180 meters Scaled)
 JU1540
 JU1540                          SUPERSEDED SURVEY CONTROL
 JU1540
 JU1540  NGVD 29 (??/??/??)  165.602  (m)          543.31   (f) ADJUSTED    2 0
 JU1540
 JU1540.Superseded values are not recommended for survey control.
 JU1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1540.See file dsdata.txt to determine how the superseded data were derived.
 JU1540
 JU1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK212236(NAD 83)
 JU1540_MARKER: DD = SURVEY DISK
 JU1540_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1540_SP_SET: OVERPASS ABUTMENT
 JU1540_STAMPING: 542
 JU1540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1540
 JU1540  HISTORY     - Date     Condition        Report By
 JU1540  HISTORY     - UNK      MONUMENTED       USGS
 JU1540  HISTORY     - 1955     GOOD             CGS
 JU1540  HISTORY     - 1966     GOOD             CGS
 JU1540  HISTORY     - 20060924 MARK NOT FOUND   GEOCAC
 JU1540
 JU1540                          STATION DESCRIPTION
 JU1540
 JU1540'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JU1540'AT PARKESBURG.
 JU1540'AT PARKESBURG, ABOUT 75 YARDS EAST ALONG THE PENNSYLVANIA
 JU1540'RAILROAD FROM THE STATION, IN THE TOP OF NORTH END OF EAST STONE
 JU1540'MASONRY ABUTMENT OF OVERPASS NO. 44-15 OVER NORTH CULVERT STREET,
 JU1540'7.8 FEET NORTH OF NORTH RAIL, 0.4 FOOT SOUTH OF NORTH EDGE OF
 JU1540'TOP STONE AND ABOUT 4 FEET BELOW LEVEL OF TRACK.  NOTE-- A BRIDGE
 JU1540'BANNISTER HAS BEEN BUILT OVER THE MARK AND IT IS IMPOSSIBLE TO
 JU1540'HOLD A ROD OR TAPE ON THE MARK.
 JU1540
 JU1540                          STATION RECOVERY (1966)
 JU1540
 JU1540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JU1540'RECOVERED IN GOOD CONDITION.
 JU1540
 JU1540                          STATION RECOVERY (2006)
 JU1540
 JU1540'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 JU1540'WALKWAY HAS BEEN REPLACED. IT APPEARS THAT A CONCRETE BLOCK HAS BEEN
 JU1540'SET ON TOP OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1446 ***********************************************************************
 KV1446  DESIGNATION -  542=99 DLWRR
 KV1446  PID         -  KV1446
 KV1446  STATE/COUNTY-  PA/NORTHAMPTON
 KV1446  USGS QUAD   -  WIND GAP (1983)
 KV1446
 KV1446                         *CURRENT SURVEY CONTROL
 KV1446  ___________________________________________________________________
 KV1446* NAD 83(1986)-  40 49 41.     (N)    075 16 02.     (W)     SCALED    
 KV1446* NAVD 88     -       165.02   (+/-2cm)     541.4    (feet)  VERTCON   
 KV1446  ___________________________________________________________________
 KV1446  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 KV1446
 KV1446  VERT ORDER  -  ? (See Below)
 KV1446
 KV1446.The horizontal coordinates were scaled from a topographic map and have
 KV1446.an estimated accuracy of +/- 6 seconds.
 KV1446
 KV1446.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV1446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV1446.The vertical order pertains to the NGVD 29 superseded value.
 KV1446
 KV1446.The geoid height was determined by GEOID03.
 KV1446
 KV1446;                    North         East    Units  Estimated Accuracy
 KV1446;SPC PA S     -   168,910.      809,400.      MT  (+/- 180 meters Scaled)
 KV1446
 KV1446                          SUPERSEDED SURVEY CONTROL
 KV1446
 KV1446  NGVD 29 (??/??/??)  165.216  (m)          542.05   (f) ADJUSTED    ?  
 KV1446
 KV1446.Superseded values are not recommended for survey control.
 KV1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1446.See file dsdata.txt to determine how the superseded data were derived.
 KV1446
 KV1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL774197(NAD 83)
 KV1446_MARKER: X = CHISELED CROSS
 KV1446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1446_SP_SET: RAIL
 KV1446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1446
 KV1446  HISTORY     - Date     Condition        Report By
 KV1446  HISTORY     - 1932     MONUMENTED       DLWRR
 KV1446  HISTORY     - 1932     POOR             CGS
 KV1446  HISTORY     - 1934     POOR             CGS
 KV1446  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KV1446
 KV1446                          STATION DESCRIPTION
 KV1446
 KV1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1446'3.4 MI S FROM PEN ARGYL.
 KV1446'3.4 MILES SOUTH ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 KV1446'RAILROAD FROM PEN ARGYL, NORTHAMPTON COUNTY, ABOUT 200 YARDS
 KV1446'NORTH OF A ROAD CROSSING, AT MILEPOST 99, AND ON THE EAST SIDE OF
 KV1446'THE TRACK.  A CROSS ON THE TOP OF A SECTION OF RAIL SET
 KV1446'VERTICALLY IN THE GROUND.  USE WITH CAUTION.  NOTE-- THE RAIL
 KV1446'IS LOOSE AND INCLINED AT A SMALL ANGLE.  NOTE-- THE DELAWARE,
 KV1446'LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE LACKWANNA
 KV1446'RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV1446
 KV1446                          STATION RECOVERY (1934)
 KV1446
 KV1446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 KV1446'MARK RECOVERED IN POOR CONDITION.
 KV1446
 KV1446                          STATION RECOVERY (2001)
 KV1446
 KV1446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV1446'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0087 ***********************************************************************
 KW0087  DESIGNATION -  545.395 RDGRR
 KW0087  PID         -  KW0087
 KW0087  STATE/COUNTY-  PA/SCHUYLKILL
 KW0087  USGS QUAD   -  POTTSVILLE (1994)
 KW0087
 KW0087                         *CURRENT SURVEY CONTROL
 KW0087  ___________________________________________________________________
 KW0087* NAD 83(1986)-  40 38 18.     (N)    076 11 10.     (W)     SCALED    
 KW0087* NAVD 88     -       165.893  (meters)     544.27   (feet)  ADJUSTED  
 KW0087  ___________________________________________________________________
 KW0087  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 KW0087  DYNAMIC HT  -         165.811 (meters)     544.00  (feet)  COMP
 KW0087  MODELED GRAV-     980,127.5   (mgal)                       NAVD 88
 KW0087
 KW0087  VERT ORDER  -  SECOND    CLASS 0
 KW0087
 KW0087.The horizontal coordinates were scaled from a topographic map and have
 KW0087.an estimated accuracy of +/- 6 seconds.
 KW0087
 KW0087.The orthometric height was determined by differential leveling
 KW0087.and adjusted by the National Geodetic Survey in June 1991..
 KW0087
 KW0087.The geoid height was determined by GEOID03.
 KW0087
 KW0087.The dynamic height is computed by dividing the NAVD 88
 KW0087.geopotential number by the normal gravity value computed on the
 KW0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0087.degrees latitude (g = 980.6199 gals.).
 KW0087
 KW0087.The modeled gravity was interpolated from observed gravity values.
 KW0087
 KW0087;                    North         East    Units  Estimated Accuracy
 KW0087;SPC PA S     -   146,070.      732,280.      MT  (+/- 180 meters Scaled)
 KW0087
 KW0087                          SUPERSEDED SURVEY CONTROL
 KW0087
 KW0087  NGVD 29 (??/??/??)  166.099  (m)          544.94   (f) ADJUSTED    2 0
 KW0087
 KW0087.Superseded values are not recommended for survey control.
 KW0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0087.See file dsdata.txt to determine how the superseded data were derived.
 KW0087
 KW0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK997992(NAD 83)
 KW0087_MARKER: T = CHISELED TRIANGLE
 KW0087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0087_SP_SET: PIER
 KW0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0087
 KW0087  HISTORY     - Date     Condition        Report By
 KW0087  HISTORY     - UNK      MONUMENTED       RDGRR
 KW0087  HISTORY     - 1934     GOOD             CGS
 KW0087  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 KW0087
 KW0087                          STATION DESCRIPTION
 KW0087
 KW0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0087'0.9 MI N FROM SCHUYLKILL.
 KW0087'0.9 MILE NORTH ALONG THE READING CO. RAILWAY FROM SCHUYLKILL
 KW0087'HAVEN, SCHUYLKILL COUNTY, ABOUT 500 FEET NORTH OF CONNOR, AT
 KW0087'THE LEHIGH VALLEY RAILROAD BRIDGE OVER THE READING CO. RAILWAY
 KW0087'TRACK, IN THE SOUTHEAST CORNER OF THE SOUTH PIER, ABOUT 40 FEET
 KW0087'WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT 3 FEET HIGHER
 KW0087'THAN THE TOP OF THE RAIL.  A CHISELED TRIANGLE.
 KW0087
 KW0087                          STATION RECOVERY (1997)
 KW0087
 KW0087'RECOVERY NOTE BY US POWER SQUADRON 1997
 KW0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1431 ***********************************************************************
 KV1431  DESIGNATION -  546 DLWRR=C L MONUMENT 2
 KV1431  PID         -  KV1431
 KV1431  STATE/COUNTY-  PA/NORTHAMPTON
 KV1431  USGS QUAD   -  STROUDSBURG (1975)
 KV1431
 KV1431                         *CURRENT SURVEY CONTROL
 KV1431  ___________________________________________________________________
 KV1431* NAD 83(1986)-  40 53 58.     (N)    075 07 59.     (W)     SCALED    
 KV1431* NAVD 88     -       166.18   (+/-2cm)     545.2    (feet)  VERTCON   
 KV1431  ___________________________________________________________________
 KV1431  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KV1431
 KV1431  VERT ORDER  -  ? (See Below)
 KV1431
 KV1431.The horizontal coordinates were scaled from a topographic map and have
 KV1431.an estimated accuracy of +/- 6 seconds.
 KV1431
 KV1431.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV1431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV1431.The vertical order pertains to the NGVD 29 superseded value.
 KV1431
 KV1431.The geoid height was determined by GEOID03.
 KV1431
 KV1431;                    North         East    Units  Estimated Accuracy
 KV1431;SPC PA S     -   177,160.      820,480.      MT  (+/- 180 meters Scaled)
 KV1431
 KV1431                          SUPERSEDED SURVEY CONTROL
 KV1431
 KV1431  NGVD 29 (??/??/??)  166.362  (m)          545.81   (f) ADJUSTED    ?  
 KV1431
 KV1431.Superseded values are not recommended for survey control.
 KV1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1431.See file dsdata.txt to determine how the superseded data were derived.
 KV1431
 KV1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL887276(NAD 83)
 KV1431_MARKER: X = CHISELED CROSS
 KV1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1431+STABILITY: SURFACE MOTION
 KV1431
 KV1431  HISTORY     - Date     Condition        Report By
 KV1431  HISTORY     - 1932     MONUMENTED       DLWRR
 KV1431  HISTORY     - 1932     GOOD             CGS
 KV1431
 KV1431                          STATION DESCRIPTION
 KV1431
 KV1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1431'1.2 MI W FROM MOUNT BETHEL.
 KV1431'1.2 MILES WEST ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 KV1431'RAILROAD FROM MOUNT BETHEL, NORTHAMPTON COUNTY, 4-1/2 RAILS WEST
 KV1431'OF THE CROSSING OF STATE HIGHWAY 712, MIDWAY BETWEEN THE RAILS.
 KV1431'A CROSS CUT IN AN IRON PIN IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 KV1431'DELAWARE, LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA
 KV1431'RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1637 ***********************************************************************
 JV1637  DESIGNATION -  546 USGS
 JV1637  PID         -  JV1637
 JV1637  STATE/COUNTY-  PA/YORK
 JV1637  USGS QUAD   -  SEVEN VALLEYS (1981)
 JV1637
 JV1637                         *CURRENT SURVEY CONTROL
 JV1637  ___________________________________________________________________
 JV1637* NAD 83(1986)-  39 48 16.     (N)    076 51 59.     (W)     SCALED    
 JV1637* NAVD 88     -       166.143  (meters)     545.09   (feet)  ADJUSTED  
 JV1637  ___________________________________________________________________
 JV1637  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JV1637  DYNAMIC HT  -         166.058 (meters)     544.81  (feet)  COMP
 JV1637  MODELED GRAV-     980,110.9   (mgal)                       NAVD 88
 JV1637
 JV1637  VERT ORDER  -  SECOND    CLASS 0
 JV1637
 JV1637.The horizontal coordinates were scaled from a topographic map and have
 JV1637.an estimated accuracy of +/- 6 seconds.
 JV1637
 JV1637.The orthometric height was determined by differential leveling
 JV1637.and adjusted by the National Geodetic Survey in June 1991..
 JV1637
 JV1637.The geoid height was determined by GEOID03.
 JV1637
 JV1637.The dynamic height is computed by dividing the NAVD 88
 JV1637.geopotential number by the normal gravity value computed on the
 JV1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1637.degrees latitude (g = 980.6199 gals.).
 JV1637
 JV1637.The modeled gravity was interpolated from observed gravity values.
 JV1637
 JV1637;                    North         East    Units  Estimated Accuracy
 JV1637;SPC PA S     -    52,690.      675,670.      MT  (+/- 180 meters Scaled)
 JV1637
 JV1637                          SUPERSEDED SURVEY CONTROL
 JV1637
 JV1637  NGVD 29 (??/??/??)  166.367  (m)          545.82   (f) ADJUSTED    2 0
 JV1637
 JV1637.Superseded values are not recommended for survey control.
 JV1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1637.See file dsdata.txt to determine how the superseded data were derived.
 JV1637
 JV1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK402077(NAD 83)
 JV1637_MARKER: DD = SURVEY DISK
 JV1637_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV1637_SP_SET: STEP
 JV1637_STAMPING: 546 P A
 JV1637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV1637
 JV1637  HISTORY     - Date     Condition        Report By
 JV1637  HISTORY     - UNK      MONUMENTED       USGS
 JV1637  HISTORY     - 1942     GOOD             CGS
 JV1637
 JV1637                          STATION DESCRIPTION
 JV1637
 JV1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1637'AT SINSHEIM.
 JV1637'AT SINSHEIM, YORK COUNTY, 75 FEET SOUTHWEST OF THE WESTERN
 JV1637'MARYLAND RAILWAY CROSSING, AT THE NORTHEAST CORNER OF THE STORE
 JV1637'AND POST OFFICE BUILDING, AND IN THE TOP OF THE FOURTH STEP.  A
 JV1637'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 546 P A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2397 ***********************************************************************
 KV2397  DESIGNATION -  548 USGS
 KV2397  PID         -  KV2397
 KV2397  STATE/COUNTY-  PA/CHESTER
 KV2397  USGS QUAD   -  WAGONTOWN (1983)
 KV2397
 KV2397                         *CURRENT SURVEY CONTROL
 KV2397  ___________________________________________________________________
 KV2397* NAD 83(1986)-  40 02 22.     (N)    075 49 42.     (W)     SCALED    
 KV2397* NAVD 88     -       167.789  (meters)     550.49   (feet)  ADJUSTED  
 KV2397  ___________________________________________________________________
 KV2397  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KV2397  DYNAMIC HT  -         167.703 (meters)     550.21  (feet)  COMP
 KV2397  MODELED GRAV-     980,111.3   (mgal)                       NAVD 88
 KV2397
 KV2397  VERT ORDER  -  SECOND    CLASS 0
 KV2397
 KV2397.The horizontal coordinates were scaled from a topographic map and have
 KV2397.an estimated accuracy of +/- 6 seconds.
 KV2397
 KV2397.The orthometric height was determined by differential leveling
 KV2397.and adjusted by the National Geodetic Survey in June 1991..
 KV2397
 KV2397.The geoid height was determined by GEOID03.
 KV2397
 KV2397.The dynamic height is computed by dividing the NAVD 88
 KV2397.geopotential number by the normal gravity value computed on the
 KV2397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2397.degrees latitude (g = 980.6199 gals.).
 KV2397
 KV2397.The modeled gravity was interpolated from observed gravity values.
 KV2397
 KV2397;                    North         East    Units  Estimated Accuracy
 KV2397;SPC PA S     -    80,190.      763,990.      MT  (+/- 180 meters Scaled)
 KV2397
 KV2397                          SUPERSEDED SURVEY CONTROL
 KV2397
 KV2397  NGVD 29 (??/??/??)  168.043  (m)          551.32   (f) ADJUSTED    2 0
 KV2397
 KV2397.Superseded values are not recommended for survey control.
 KV2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2397.See file dsdata.txt to determine how the superseded data were derived.
 KV2397
 KV2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK293324(NAD 83)
 KV2397_MARKER: DD = SURVEY DISK
 KV2397_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2397_SP_SET: ABUTMENT
 KV2397_STAMPING: HDG 548
 KV2397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2397
 KV2397  HISTORY     - Date     Condition        Report By
 KV2397  HISTORY     - UNK      MONUMENTED       USGS
 KV2397  HISTORY     - 1935     GOOD             CGS
 KV2397  HISTORY     - 1935     POOR             CGS
 KV2397  HISTORY     - 19910129 MARK NOT FOUND   USPSQD
 KV2397  HISTORY     - 20031213 MARK NOT FOUND   USPSQD
 KV2397
 KV2397                          STATION DESCRIPTION
 KV2397
 KV2397'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV2397'2.2 MI S FROM ICEDALE.
 KV2397'2.2 MILES SOUTH ALONG THE READING RAILWAY FROM THE STATION AT
 KV2397'ICEDALE, CHESTER COUNTY, AT BRIDGE 38.79 OVER BRANDYWINE CREEK,
 KV2397'AND IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT.
 KV2397'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED HDG 548.
 KV2397
 KV2397                          STATION RECOVERY (1935)
 KV2397
 KV2397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 KV2397'MARK RECOVERED IN POOR CONDITION.
 KV2397
 KV2397                          STATION RECOVERY (1991)
 KV2397
 KV2397'RECOVERY NOTE BY US POWER SQUADRON 1991 (JDC)
 KV2397'MARK NOT FOUND.
 KV2397
 KV2397                          STATION RECOVERY (2003)
 KV2397
 KV2397'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEQ)
 KV2397'BRIDGE HAS HAD FACE LIFT SINCE 1935 AND IS DUE FOR REPLACEMENT SOON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0886 ***********************************************************************
 KX0886  DESIGNATION -  54.82
 KX0886  PID         -  KX0886
 KX0886  STATE/COUNTY-  PA/ARMSTRONG
 KX0886  USGS QUAD   -  TEMPLETON (1993)
 KX0886
 KX0886                         *CURRENT SURVEY CONTROL
 KX0886  ___________________________________________________________________
 KX0886* NAD 83(1986)-  40 56 00.     (N)    079 27 43.     (W)     SCALED    
 KX0886* NAVD 88     -       249.336  (meters)     818.03   (feet)  ADJUSTED  
 KX0886  ___________________________________________________________________
 KX0886  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KX0886  DYNAMIC HT  -         249.218 (meters)     817.64  (feet)  COMP
 KX0886  MODELED GRAV-     980,144.6   (mgal)                       NAVD 88
 KX0886
 KX0886  VERT ORDER  -  SECOND    CLASS 0
 KX0886
 KX0886.The horizontal coordinates were scaled from a topographic map and have
 KX0886.an estimated accuracy of +/- 6 seconds.
 KX0886
 KX0886.The orthometric height was determined by differential leveling
 KX0886.and adjusted by the National Geodetic Survey in June 1991..
 KX0886
 KX0886.The geoid height was determined by GEOID03.
 KX0886
 KX0886.The dynamic height is computed by dividing the NAVD 88
 KX0886.geopotential number by the normal gravity value computed on the
 KX0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0886.degrees latitude (g = 980.6199 gals.).
 KX0886
 KX0886.The modeled gravity was interpolated from observed gravity values.
 KX0886
 KX0886;                    North         East    Units  Estimated Accuracy
 KX0886;SPC PA S     -   179,060.      455,830.      MT  (+/- 180 meters Scaled)
 KX0886
 KX0886                          SUPERSEDED SURVEY CONTROL
 KX0886
 KX0886  NGVD 29 (??/??/92)  249.514  (m)          818.61   (f) ADJ UNCH    2 0
 KX0886
 KX0886.Superseded values are not recommended for survey control.
 KX0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0886.See file dsdata.txt to determine how the superseded data were derived.
 KX0886
 KX0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF294324(NAD 83)
 KX0886_MARKER: B = BOLT
 KX0886_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0886_SP_SET: BRIDGE
 KX0886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0886
 KX0886  HISTORY     - Date     Condition        Report By
 KX0886  HISTORY     - UNK      MONUMENTED       USGS
 KX0886  HISTORY     - 1935     GOOD             NGS
 KX0886
 KX0886                          STATION DESCRIPTION
 KX0886
 KX0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0886'AT MAHONING.
 KX0886'AT MAHONING, ARMSTRONG COUNTY, ON THE PENNSYLVANIA RAILROAD, AT
 KX0886'BRIDGE NO. 54.82, IN A STONE BLOCK ON THE EAST SIDE OF THE NORTH
 KX0886'ABUTMENT, 22 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND TRACK,
 KX0886'AND 1.5 FEET BELOW THE TOP OF THE RAIL.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0825 ***********************************************************************
 MA0825  DESIGNATION -  55
 MA0825  PID         -  MA0825
 MA0825  STATE/COUNTY-  PA/WARREN
 MA0825  USGS QUAD   -  PITTSFIELD (1975)
 MA0825
 MA0825                         *CURRENT SURVEY CONTROL
 MA0825  ___________________________________________________________________
 MA0825* NAD 83(1986)-  41 51 13.     (N)    079 29 54.     (W)     SCALED    
 MA0825* NAVD 88     -       419.125  (meters)    1375.08   (feet)  ADJUSTED  
 MA0825  ___________________________________________________________________
 MA0825  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 MA0825  DYNAMIC HT  -         418.954 (meters)    1374.52  (feet)  COMP
 MA0825  MODELED GRAV-     980,203.0   (mgal)                       NAVD 88
 MA0825
 MA0825  VERT ORDER  -  FIRST     CLASS II
 MA0825
 MA0825.The horizontal coordinates were scaled from a topographic map and have
 MA0825.an estimated accuracy of +/- 6 seconds.
 MA0825
 MA0825.The orthometric height was determined by differential leveling
 MA0825.and adjusted by the National Geodetic Survey in June 1991..
 MA0825
 MA0825.The geoid height was determined by GEOID03.
 MA0825
 MA0825.The dynamic height is computed by dividing the NAVD 88
 MA0825.geopotential number by the normal gravity value computed on the
 MA0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0825.degrees latitude (g = 980.6199 gals.).
 MA0825
 MA0825.The modeled gravity was interpolated from observed gravity values.
 MA0825
 MA0825;                    North         East    Units  Estimated Accuracy
 MA0825;SPC PA N     -   188,810.      454,830.      MT  (+/- 180 meters Scaled)
 MA0825
 MA0825                          SUPERSEDED SURVEY CONTROL
 MA0825
 MA0825  NGVD 29 (??/??/92)  419.283  (m)         1375.60   (f) ADJ UNCH    1 2
 MA0825
 MA0825.Superseded values are not recommended for survey control.
 MA0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0825.See file dsdata.txt to determine how the superseded data were derived.
 MA0825
 MA0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG246346(NAD 83)
 MA0825_MARKER: B = BOLT
 MA0825_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0825_SP_SET: STEP
 MA0825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0825
 MA0825  HISTORY     - Date     Condition        Report By
 MA0825  HISTORY     - UNK      MONUMENTED       PRR
 MA0825  HISTORY     - 1941     GOOD             NGS
 MA0825
 MA0825                          STATION DESCRIPTION
 MA0825
 MA0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MA0825'2.1 MI SE FROM SPRING CREEK.
 MA0825'ABOUT 2.1 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0825'THE STATION AT SPRING CREEK, WARREN COUNTY, ABOUT 14-1/2 RAILS
 MA0825'SOUTHEAST OF MILEPOST 46, AT BRIDGE 46.09, IN THE NORTHEAST
 MA0825'CORNER OF THE SOUTHEAST ABUTMENT, IN THE SECOND STEP, 42 FEET
 MA0825'SOUTHWEST OF THE CENTER LINE OF A HIGHWAY, 12 FEET NORTHEAST OF
 MA0825'THE NORTHEAST RAIL OF THE TRACK, ABOUT 4 FEET LOWER THAN THE
 MA0825'LEVEL OF THE TRACK, AND NEAR THE LETTERS B.M. 55.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0900 ***********************************************************************
 LZ0900  DESIGNATION -  55
 LZ0900  PID         -  LZ0900
 LZ0900  STATE/COUNTY-  PA/LYCOMING
 LZ0900  USGS QUAD   -  WILLIAMSPORT (1986)
 LZ0900
 LZ0900                         *CURRENT SURVEY CONTROL
 LZ0900  ___________________________________________________________________
 LZ0900* NAD 83(1986)-  41 13 25.     (N)    077 06 40.     (W)     SCALED    
 LZ0900* NAVD 88     -       161.403  (meters)     529.54   (feet)  ADJUSTED  
 LZ0900  ___________________________________________________________________
 LZ0900  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LZ0900  DYNAMIC HT  -         161.332 (meters)     529.30  (feet)  COMP
 LZ0900  MODELED GRAV-     980,183.2   (mgal)                       NAVD 88
 LZ0900
 LZ0900  VERT ORDER  -  FIRST     CLASS II
 LZ0900
 LZ0900.The horizontal coordinates were scaled from a topographic map and have
 LZ0900.an estimated accuracy of +/- 6 seconds.
 LZ0900
 LZ0900.The orthometric height was determined by differential leveling
 LZ0900.and adjusted by the National Geodetic Survey in June 1991..
 LZ0900
 LZ0900.The geoid height was determined by GEOID03.
 LZ0900
 LZ0900.The dynamic height is computed by dividing the NAVD 88
 LZ0900.geopotential number by the normal gravity value computed on the
 LZ0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0900.degrees latitude (g = 980.6199 gals.).
 LZ0900
 LZ0900.The modeled gravity was interpolated from observed gravity values.
 LZ0900
 LZ0900;                    North         East    Units  Estimated Accuracy
 LZ0900;SPC PA N     -   117,580.      653,570.      MT  (+/- 180 meters Scaled)
 LZ0900
 LZ0900                          SUPERSEDED SURVEY CONTROL
 LZ0900
 LZ0900  NGVD 29 (??/??/92)  161.619  (m)          530.25   (f) ADJ UNCH    1 2
 LZ0900
 LZ0900.Superseded values are not recommended for survey control.
 LZ0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0900.See file dsdata.txt to determine how the superseded data were derived.
 LZ0900
 LZ0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL230657(NAD 83)
 LZ0900_MARKER: B = BOLT
 LZ0900_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0900_SP_SET: BRIDGE SEAT
 LZ0900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0900_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LZ0900+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2004
 LZ0900
 LZ0900  HISTORY     - Date     Condition        Report By
 LZ0900  HISTORY     - UNK      MONUMENTED       PRR
 LZ0900  HISTORY     - 1934     GOOD             NGS
 LZ0900  HISTORY     - 1964     GOOD             NGS
 LZ0900  HISTORY     - 20040804 GOOD             INDIV
 LZ0900
 LZ0900                          STATION DESCRIPTION
 LZ0900
 LZ0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0900'0.8 MI E FROM NISBET.
 LZ0900'3/4 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM NISBET,
 LZ0900'LYCOMING COUNTY, AT BRIDGE 242.86 OVER WEST BRANCH SUSQUEHANNA
 LZ0900'RIVER, AND IN THE TOP OF THE NORTHWEST CONCRETE BRIDGE SEAT OF
 LZ0900'THE SOUTHWEST ABUTMENT.  A COPPER BOLT.
 LZ0900
 LZ0900                          STATION RECOVERY (1964)
 LZ0900
 LZ0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LZ0900'RECOVERED IN GOOD CONDITION.
 LZ0900
 LZ0900                          STATION RECOVERY (2004)
 LZ0900
 LZ0900'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (CPI)
 LZ0900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0318 ***********************************************************************
 KX0318  DESIGNATION -  55
 KX0318  PID         -  KX0318
 KX0318  STATE/COUNTY-  PA/BLAIR
 KX0318  USGS QUAD   -  ROARING SPRING (1987)
 KX0318
 KX0318                         *CURRENT SURVEY CONTROL
 KX0318  ___________________________________________________________________
 KX0318* NAD 83(1986)-  40 17 26.     (N)    078 27 08.     (W)     SCALED    
 KX0318* NAVD 88     -       350.810  (meters)    1150.95   (feet)  ADJUSTED  
 KX0318  ___________________________________________________________________
 KX0318  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KX0318  DYNAMIC HT  -         350.619 (meters)    1150.32  (feet)  COMP
 KX0318  MODELED GRAV-     980,069.8   (mgal)                       NAVD 88
 KX0318
 KX0318  VERT ORDER  -  SECOND    CLASS 0
 KX0318
 KX0318.The horizontal coordinates were scaled from a topographic map and have
 KX0318.an estimated accuracy of +/- 6 seconds.
 KX0318
 KX0318.The orthometric height was determined by differential leveling
 KX0318.and adjusted by the National Geodetic Survey in June 1991..
 KX0318
 KX0318.The geoid height was determined by GEOID03.
 KX0318
 KX0318.The dynamic height is computed by dividing the NAVD 88
 KX0318.geopotential number by the normal gravity value computed on the
 KX0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0318.degrees latitude (g = 980.6199 gals.).
 KX0318
 KX0318.The modeled gravity was interpolated from observed gravity values.
 KX0318
 KX0318;                    North         East    Units  Estimated Accuracy
 KX0318;SPC PA S     -   106,520.      540,290.      MT  (+/- 180 meters Scaled)
 KX0318
 KX0318                          SUPERSEDED SURVEY CONTROL
 KX0318
 KX0318  NGVD 29 (??/??/92)  350.957  (m)         1151.43   (f) ADJ UNCH    2 0
 KX0318
 KX0318.Superseded values are not recommended for survey control.
 KX0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0318.See file dsdata.txt to determine how the superseded data were derived.
 KX0318
 KX0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE165631(NAD 83)
 KX0318_MARKER: Q = CHISELED SQUARE
 KX0318_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0318_SP_SET: BRIDGE
 KX0318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0318
 KX0318  HISTORY     - Date     Condition        Report By
 KX0318  HISTORY     - UNK      MONUMENTED       PRR
 KX0318  HISTORY     - 1935     GOOD             NGS
 KX0318
 KX0318                          STATION DESCRIPTION
 KX0318
 KX0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0318'AT CLAYSBURG.
 KX0318'AT CLAYSBURG, BLAIR COUNTY, ABOUT 400 FEET SOUTH OF THE PENNSYLVANIA
 KX0318'RAILROAD STATION, AT BRIDGE 20.41, AT THE NORTH END OF A CATTLE
 KX0318'PASS, ON THE TOP OF THE EAST COPING, AND 10 FEET EAST OF THE
 KX0318'CENTER LINE OF THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0362 ***********************************************************************
 KY0362  DESIGNATION -  55 PA
 KY0362  PID         -  KY0362
 KY0362  STATE/COUNTY-  PA/WASHINGTON
 KY0362  USGS QUAD   -  BURGETTSTOWN (1979)
 KY0362
 KY0362                         *CURRENT SURVEY CONTROL
 KY0362  ___________________________________________________________________
 KY0362* NAD 83(1986)-  40 23 07.     (N)    080 23 28.     (W)     SCALED    
 KY0362* NAVD 88     -       302.695  (meters)     993.09   (feet)  ADJUSTED  
 KY0362  ___________________________________________________________________
 KY0362  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KY0362  DYNAMIC HT  -         302.529 (meters)     992.55  (feet)  COMP
 KY0362  MODELED GRAV-     980,068.8   (mgal)                       NAVD 88
 KY0362
 KY0362  VERT ORDER  -  SECOND    CLASS 0
 KY0362
 KY0362.The horizontal coordinates were scaled from a topographic map and have
 KY0362.an estimated accuracy of +/- 6 seconds.
 KY0362
 KY0362.The orthometric height was determined by differential leveling
 KY0362.and adjusted by the National Geodetic Survey in June 1991..
 KY0362
 KY0362.The geoid height was determined by GEOID03.
 KY0362
 KY0362.The dynamic height is computed by dividing the NAVD 88
 KY0362.geopotential number by the normal gravity value computed on the
 KY0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0362.degrees latitude (g = 980.6199 gals.).
 KY0362
 KY0362.The modeled gravity was interpolated from observed gravity values.
 KY0362
 KY0362;                    North         East    Units  Estimated Accuracy
 KY0362;SPC PA S     -   120,160.      375,780.      MT  (+/- 180 meters Scaled)
 KY0362
 KY0362                          SUPERSEDED SURVEY CONTROL
 KY0362
 KY0362  NGVD 29 (??/??/92)  302.842  (m)          993.57   (f) ADJ UNCH    2 0
 KY0362
 KY0362.Superseded values are not recommended for survey control.
 KY0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0362.See file dsdata.txt to determine how the superseded data were derived.
 KY0362
 KY0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE516706(NAD 83)
 KY0362_MARKER: DD = SURVEY DISK
 KY0362_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0362_SP_SET: BUILDING WALL
 KY0362_STAMPING: 55 PA 994 1952
 KY0362_MARK LOGO: USGS  
 KY0362_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY0362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0362
 KY0362  HISTORY     - Date     Condition        Report By
 KY0362  HISTORY     - 1952     MONUMENTED       USGS
 KY0362  HISTORY     - 1957     GOOD             NGS
 KY0362  HISTORY     - 19950424 GOOD             LOCENG
 KY0362
 KY0362                          STATION DESCRIPTION
 KY0362
 KY0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0362'AT BURGETTSTOWN.
 KY0362'AT BURGETTSTOWN, AT THE POST OFFICE, 28 1/2 FEET NORTHWEST OF
 KY0362'NORTHWEST CURB OF MAIN STREET (STATE HIGHWAY 18), SET VERTICALLY
 KY0362'IN THE SOUTHWEST FACE OF POST OFFICE BUILDING, 4.5 FEET NORTHWEST
 KY0362'OF SOUTH CORNER OF BUILDING AND 3 FEET ABOVE CONCRETE DRIVE.
 KY0362
 KY0362                          STATION RECOVERY (1995)
 KY0362
 KY0362'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (JML)
 KY0362'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1509 ***********************************************************************
 JV1509  DESIGNATION -  55 PRR
 JV1509  PID         -  JV1509
 JV1509  STATE/COUNTY-  PA/YORK
 JV1509  USGS QUAD   -  WEST YORK (1973)
 JV1509
 JV1509                         *CURRENT SURVEY CONTROL
 JV1509  ___________________________________________________________________
 JV1509* NAD 83(1986)-  39 55 15.     (N)    076 44 59.     (W)     SCALED    
 JV1509* NAVD 88     -       120.357  (meters)     394.87   (feet)  ADJUSTED  
 JV1509  ___________________________________________________________________
 JV1509  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JV1509  DYNAMIC HT  -         120.295 (meters)     394.67  (feet)  COMP
 JV1509  MODELED GRAV-     980,115.1   (mgal)                       NAVD 88
 JV1509
 JV1509  VERT ORDER  -  SECOND    CLASS 0
 JV1509
 JV1509.The horizontal coordinates were scaled from a topographic map and have
 JV1509.an estimated accuracy of +/- 6 seconds.
 JV1509
 JV1509.The orthometric height was determined by differential leveling
 JV1509.and adjusted by the National Geodetic Survey in June 1991..
 JV1509
 JV1509.The geoid height was determined by GEOID03.
 JV1509
 JV1509.The dynamic height is computed by dividing the NAVD 88
 JV1509.geopotential number by the normal gravity value computed on the
 JV1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1509.degrees latitude (g = 980.6199 gals.).
 JV1509
 JV1509.The modeled gravity was interpolated from observed gravity values.
 JV1509
 JV1509;                    North         East    Units  Estimated Accuracy
 JV1509;SPC PA S     -    65,720.      685,510.      MT  (+/- 180 meters Scaled)
 JV1509
 JV1509                          SUPERSEDED SURVEY CONTROL
 JV1509
 JV1509  NGVD 29 (??/??/??)  120.614  (m)          395.71   (f) ADJUSTED    2 0
 JV1509
 JV1509.Superseded values are not recommended for survey control.
 JV1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1509.See file dsdata.txt to determine how the superseded data were derived.
 JV1509
 JV1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK504204(NAD 83)
 JV1509_MARKER: B = BOLT
 JV1509_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1509_SP_SET: BRIDGE
 JV1509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV1509+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2006
 JV1509
 JV1509  HISTORY     - Date     Condition        Report By
 JV1509  HISTORY     - UNK      MONUMENTED       PRR
 JV1509  HISTORY     - 1935     GOOD             CGS
 JV1509  HISTORY     - 1961     GOOD             CGS
 JV1509  HISTORY     - 20050318 GOOD             GEOCAC
 JV1509  HISTORY     - 20060330 GOOD             GEOCAC
 JV1509
 JV1509                          STATION DESCRIPTION
 JV1509
 JV1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1509'0.9 MI N FROM BRILHART.
 JV1509'0.9 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JV1509'AT BRILHART, YORK COUNTY, AT BRIDGE 53.16 OVER CODORUS CREEK, IN
 JV1509'THE TOP OF THE EAST WING WALL OF THE NORTH ABUTMENT, AND 12 FEET
 JV1509'EAST OF THE CENTER LINE OF THE TRACK.  A COPPER BOLT.
 JV1509
 JV1509                          STATION RECOVERY (1961)
 JV1509
 JV1509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JV1509'RECOVERED IN GOOD CONDITION.
 JV1509
 JV1509                          STATION RECOVERY (2005)
 JV1509
 JV1509'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 JV1509'YORK RAIL TRAIL NOW PARALLELS THE TRACKS.
 JV1509'CONCRETE IS CRACKING AT BOLT BUT MOUNTING IS STABLE.
 JV1509'BOLT IS INSIDE A RECTANGLE WITH BM TO THE LEFT AND 55 TO THE RIGHT.
 JV1509
 JV1509                          STATION RECOVERY (2006)
 JV1509
 JV1509'RECOVERY NOTE BY GEOCACHING 2006 (KAG)
 JV1509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1998 ***********************************************************************
 JV1998  DESIGNATION -  553 USGS
 JV1998  PID         -  JV1998
 JV1998  STATE/COUNTY-  PA/ADAMS
 JV1998  USGS QUAD   -  GETTYSBURG (1994)
 JV1998
 JV1998                         *CURRENT SURVEY CONTROL
 JV1998  ___________________________________________________________________
 JV1998* NAD 83(1986)-  39 49 47.     (N)    077 13 52.     (W)     SCALED    
 JV1998* NAVD 88     -       168.341  (meters)     552.30   (feet)  ADJUSTED  
 JV1998  ___________________________________________________________________
 JV1998  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JV1998  DYNAMIC HT  -         168.252 (meters)     552.01  (feet)  COMP
 JV1998  MODELED GRAV-     980,092.1   (mgal)                       NAVD 88
 JV1998
 JV1998  VERT ORDER  -  SECOND    CLASS 0
 JV1998
 JV1998.The horizontal coordinates were scaled from a topographic map and have
 JV1998.an estimated accuracy of +/- 6 seconds.
 JV1998
 JV1998.The orthometric height was determined by differential leveling
 JV1998.and adjusted by the National Geodetic Survey in June 1991..
 JV1998
 JV1998.The geoid height was determined by GEOID03.
 JV1998
 JV1998.The dynamic height is computed by dividing the NAVD 88
 JV1998.geopotential number by the normal gravity value computed on the
 JV1998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1998.degrees latitude (g = 980.6199 gals.).
 JV1998
 JV1998.The modeled gravity was interpolated from observed gravity values.
 JV1998
 JV1998;                    North         East    Units  Estimated Accuracy
 JV1998;SPC PA S     -    55,250.      644,420.      MT  (+/- 180 meters Scaled)
 JV1998
 JV1998                          SUPERSEDED SURVEY CONTROL
 JV1998
 JV1998  NGVD 29 (??/??/??)  168.547  (m)          552.97   (f) ADJUSTED    2 0
 JV1998
 JV1998.Superseded values are not recommended for survey control.
 JV1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1998.See file dsdata.txt to determine how the superseded data were derived.
 JV1998
 JV1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK090112(NAD 83)
 JV1998_MARKER: DD = SURVEY DISK
 JV1998_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1998_SP_SET: BUILDING
 JV1998_STAMPING: 553 1906
 JV1998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1998
 JV1998  HISTORY     - Date     Condition        Report By
 JV1998  HISTORY     - 1906     MONUMENTED       USGS
 JV1998  HISTORY     - 1935     GOOD             CGS
 JV1998  HISTORY     - 1966     GOOD             USGS
 JV1998  HISTORY     - 1990     GOOD             USPSQD
 JV1998  HISTORY     - 20050829 MARK NOT FOUND   GEOCAC
 JV1998  HISTORY     - 20060610 POOR             GEOCAC
 JV1998
 JV1998                          STATION DESCRIPTION
 JV1998
 JV1998'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1998'AT GETTYSBURG.
 JV1998'AT GETTYSBURG, ADAMS COUNTY, AT THE COUNTY COURTHOUSE, IN THE
 JV1998'TOP OF THE STONE BANNISTER, 5 FEET SOUTH OF THE EAST ENTRANCE,
 JV1998'18.5 FEET NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, 45
 JV1998'FEET WEST OF THE CENTER LINE OF WASHINGTON STREET, AND ABOUT
 JV1998'4 FEET HIGHER THAN THE SIDEWALK.  A UNITED STATES GEOLOGICAL
 JV1998'SURVEY STANDARD DISK, STAMPED 553 1906.
 JV1998
 JV1998                          STATION RECOVERY (1966)
 JV1998
 JV1998'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JV1998'RECOVERED IN GOOD CONDITION.
 JV1998
 JV1998                          STATION RECOVERY (1990)
 JV1998
 JV1998'RECOVERY NOTE BY US POWER SQUADRON 1990 (NH)
 JV1998'RECOVERED IN GOOD CONDITION.
 JV1998
 JV1998                          STATION RECOVERY (2005)
 JV1998
 JV1998'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JV1998'DISK HAS BEEN REMOVED.
 JV1998
 JV1998                          STATION RECOVERY (2006)
 JV1998
 JV1998'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV1998'DISK FACE HAS BEEN REMOVED - STEM REMAINS IN PLACE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2741 ***********************************************************************
 KV2741  DESIGNATION -  556 USGS
 KV2741  PID         -  KV2741
 KV2741  STATE/COUNTY-  PA/SCHUYLKILL
 KV2741  USGS QUAD   -  NEW RINGGOLD (1997)
 KV2741
 KV2741                         *CURRENT SURVEY CONTROL
 KV2741  ___________________________________________________________________
 KV2741* NAD 83(1986)-  40 39 55.     (N)    075 59 40.     (W)     SCALED    
 KV2741* NAVD 88     -       169.385  (meters)     555.72   (feet)  ADJUSTED  
 KV2741  ___________________________________________________________________
 KV2741  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KV2741  DYNAMIC HT  -         169.302 (meters)     555.45  (feet)  COMP
 KV2741  MODELED GRAV-     980,130.4   (mgal)                       NAVD 88
 KV2741
 KV2741  VERT ORDER  -  SECOND    CLASS 0
 KV2741
 KV2741.The horizontal coordinates were scaled from a topographic map and have
 KV2741.an estimated accuracy of +/- 6 seconds.
 KV2741
 KV2741.The orthometric height was determined by differential leveling
 KV2741.and adjusted by the National Geodetic Survey in June 1991..
 KV2741
 KV2741.The geoid height was determined by GEOID03.
 KV2741
 KV2741.The dynamic height is computed by dividing the NAVD 88
 KV2741.geopotential number by the normal gravity value computed on the
 KV2741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2741.degrees latitude (g = 980.6199 gals.).
 KV2741
 KV2741.The modeled gravity was interpolated from observed gravity values.
 KV2741
 KV2741;                    North         East    Units  Estimated Accuracy
 KV2741;SPC PA S     -   149,370.      748,430.      MT  (+/- 180 meters Scaled)
 KV2741
 KV2741                          SUPERSEDED SURVEY CONTROL
 KV2741
 KV2741  NGVD 29 (??/??/??)  169.585  (m)          556.38   (f) ADJUSTED    2 0
 KV2741
 KV2741.Superseded values are not recommended for survey control.
 KV2741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2741.See file dsdata.txt to determine how the superseded data were derived.
 KV2741
 KV2741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL159020(NAD 83)
 KV2741_MARKER: DD = SURVEY DISK
 KV2741_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2741_SP_SET: BRIDGE SEAT
 KV2741_STAMPING: 556 1908
 KV2741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2741
 KV2741  HISTORY     - Date     Condition        Report By
 KV2741  HISTORY     - 1908     MONUMENTED       USGS
 KV2741  HISTORY     - 1945     GOOD             CGS
 KV2741  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV2741
 KV2741                          STATION DESCRIPTION
 KV2741
 KV2741'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 KV2741'AT RAUSCHS.
 KV2741'AT RAUSCHS, ALONG THE LEHIGH VALLEY RAILROAD, SET IN THE NORTH
 KV2741'CORNER OF THE BRIDGE SEAT OF THE EAST ABUTMENT, OF THE OVERHEAD
 KV2741'BRIDGE OVER THE READING COMPANY RAILROAD, 5 FEET NORTH OF THE
 KV2741'NORTH RAIL OF THE TRACK, 5 FEET BELOW TRACK LEVEL.  A U.S.
 KV2741'GEOLOGICAL SURVEY DISK.
 KV2741
 KV2741                          STATION RECOVERY (1990)
 KV2741
 KV2741'RECOVERY NOTE BY US POWER SQUADRON 1990 (MWD)
 KV2741'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0884 ***********************************************************************
 KX0884  DESIGNATION -  55.69
 KX0884  PID         -  KX0884
 KX0884  STATE/COUNTY-  PA/ARMSTRONG
 KX0884  USGS QUAD   -  TEMPLETON (1993)
 KX0884
 KX0884                         *CURRENT SURVEY CONTROL
 KX0884  ___________________________________________________________________
 KX0884* NAD 83(1986)-  40 56 25.     (N)    079 28 19.     (W)     SCALED    
 KX0884* NAVD 88     -       249.457  (meters)     818.43   (feet)  ADJUSTED  
 KX0884  ___________________________________________________________________
 KX0884  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KX0884  DYNAMIC HT  -         249.338 (meters)     818.04  (feet)  COMP
 KX0884  MODELED GRAV-     980,141.2   (mgal)                       NAVD 88
 KX0884
 KX0884  VERT ORDER  -  SECOND    CLASS 0
 KX0884
 KX0884.The horizontal coordinates were scaled from a topographic map and have
 KX0884.an estimated accuracy of +/- 6 seconds.
 KX0884
 KX0884.The orthometric height was determined by differential leveling
 KX0884.and adjusted by the National Geodetic Survey in June 1991..
 KX0884
 KX0884.The geoid height was determined by GEOID03.
 KX0884
 KX0884.The dynamic height is computed by dividing the NAVD 88
 KX0884.geopotential number by the normal gravity value computed on the
 KX0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0884.degrees latitude (g = 980.6199 gals.).
 KX0884
 KX0884.The modeled gravity was interpolated from observed gravity values.
 KX0884
 KX0884;                    North         East    Units  Estimated Accuracy
 KX0884;SPC PA S     -   179,850.      455,000.      MT  (+/- 180 meters Scaled)
 KX0884
 KX0884                          SUPERSEDED SURVEY CONTROL
 KX0884
 KX0884  NGVD 29 (??/??/92)  249.634  (m)          819.01   (f) ADJ UNCH    2 0
 KX0884
 KX0884.Superseded values are not recommended for survey control.
 KX0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0884.See file dsdata.txt to determine how the superseded data were derived.
 KX0884
 KX0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF286332(NAD 83)
 KX0884_MARKER: Q = CHISELED SQUARE
 KX0884_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0884_SP_SET: BRIDGE
 KX0884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0884
 KX0884  HISTORY     - Date     Condition        Report By
 KX0884  HISTORY     - UNK      MONUMENTED       USGS
 KX0884  HISTORY     - 1935     GOOD             NGS
 KX0884
 KX0884                          STATION DESCRIPTION
 KX0884
 KX0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0884'0.8 MI N FROM MAHONING.
 KX0884'0.8 MILE NORTH ALONG THE PENNSYLVANIA RAILRAOD FROM THE STATION
 KX0884'AT MAHONING, ARMSTRONG COUNTY, AT BRIDGE NO. 55.69 (12-FOOT
 KX0884'SQUARE ARCH CULVERT), ON THE SOUTHEAST CORNER OF THE EAST COPING,
 KX0884'25 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND TRACK, AND ABOUT
 KX0884'3 FEET BELOW THE TOP OF THE RAIL.  A CHISELED SQUARE, MARKED BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2071 ***********************************************************************
 JV2071  DESIGNATION -  559 PADH
 JV2071  PID         -  JV2071
 JV2071  STATE/COUNTY-  PA/ADAMS
 JV2071  USGS QUAD   -  BIGLERVILLE (1990)
 JV2071
 JV2071                         *CURRENT SURVEY CONTROL
 JV2071  ___________________________________________________________________
 JV2071* NAD 83(1986)-  39 56 27.     (N)    077 12 49.     (W)     SCALED    
 JV2071* NAVD 88     -       170.227  (meters)     558.49   (feet)  ADJUSTED  
 JV2071  ___________________________________________________________________
 JV2071  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JV2071  DYNAMIC HT  -         170.134 (meters)     558.18  (feet)  COMP
 JV2071  MODELED GRAV-     980,077.1   (mgal)                       NAVD 88
 JV2071
 JV2071  VERT ORDER  -  SECOND    CLASS 0
 JV2071
 JV2071.The horizontal coordinates were scaled from a topographic map and have
 JV2071.an estimated accuracy of +/- 6 seconds.
 JV2071
 JV2071.The orthometric height was determined by differential leveling
 JV2071.and adjusted by the National Geodetic Survey in June 1991..
 JV2071
 JV2071.The geoid height was determined by GEOID03.
 JV2071
 JV2071.The dynamic height is computed by dividing the NAVD 88
 JV2071.geopotential number by the normal gravity value computed on the
 JV2071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2071.degrees latitude (g = 980.6199 gals.).
 JV2071
 JV2071.The modeled gravity was interpolated from observed gravity values.
 JV2071
 JV2071;                    North         East    Units  Estimated Accuracy
 JV2071;SPC PA S     -    67,590.      645,840.      MT  (+/- 180 meters Scaled)
 JV2071
 JV2071                          SUPERSEDED SURVEY CONTROL
 JV2071
 JV2071  NGVD 29 (??/??/??)  170.418  (m)          559.11   (f) ADJUSTED    2 0
 JV2071
 JV2071.Superseded values are not recommended for survey control.
 JV2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2071.See file dsdata.txt to determine how the superseded data were derived.
 JV2071
 JV2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK108235(NAD 83)
 JV2071_MARKER: DD = SURVEY DISK
 JV2071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV2071_SP_SET: BRIDGE
 JV2071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV2071
 JV2071  HISTORY     - Date     Condition        Report By
 JV2071  HISTORY     - UNK      MONUMENTED       PADH
 JV2071  HISTORY     - 1942     GOOD             CGS
 JV2071  HISTORY     - 20060512 MARK NOT FOUND   GEOCAC
 JV2071
 JV2071                          STATION DESCRIPTION
 JV2071
 JV2071'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV2071'1.8 MI E FROM BIGLERVILLE.
 JV2071'ABOUT 1.8 MILES ALONG STATE HIGHWAY 234 FROM THE READING RAILROAD
 JV2071'STATION AT BIGLERVILLE AND 0.5 MILE WEST OF OPPOSSUM CREEK, IN
 JV2071'THE NORTHEAST CORNER OF A CONCRETE BRIDGE ABUTMENT.
 JV2071
 JV2071                          STATION RECOVERY (2006)
 JV2071
 JV2071'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV2071'ROAD HAS BEEN WIDENED AND BRIDGE REPLACED. A NEW UNSTAMPED PA DEPT. OF
 JV2071'TRANSPORTATION DISK HAS BEEN RESET IN THE NORTHEAST CORNER OF THE NEW
 JV2071'BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0332 ***********************************************************************
 MA0332  DESIGNATION -  56
 MA0332  PID         -  MA0332
 MA0332  STATE/COUNTY-  PA/CAMERON
 MA0332  USGS QUAD   -  WEST CREEK (1981)
 MA0332
 MA0332                         *CURRENT SURVEY CONTROL
 MA0332  ___________________________________________________________________
 MA0332* NAD 83(1986)-  41 28 28.     (N)    078 21 28.     (W)     SCALED    
 MA0332* NAVD 88     -       369.045  (meters)    1210.78   (feet)  ADJUSTED  
 MA0332  ___________________________________________________________________
 MA0332  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 MA0332  DYNAMIC HT  -         368.887 (meters)    1210.26  (feet)  COMP
 MA0332  MODELED GRAV-     980,184.3   (mgal)                       NAVD 88
 MA0332
 MA0332  VERT ORDER  -  SECOND    CLASS 0
 MA0332
 MA0332.The horizontal coordinates were scaled from a topographic map and have
 MA0332.an estimated accuracy of +/- 6 seconds.
 MA0332
 MA0332.The orthometric height was determined by differential leveling
 MA0332.and adjusted by the National Geodetic Survey in June 1991..
 MA0332
 MA0332.The geoid height was determined by GEOID03.
 MA0332
 MA0332.The dynamic height is computed by dividing the NAVD 88
 MA0332.geopotential number by the normal gravity value computed on the
 MA0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0332.degrees latitude (g = 980.6199 gals.).
 MA0332
 MA0332.The modeled gravity was interpolated from observed gravity values.
 MA0332
 MA0332;                    North         East    Units  Estimated Accuracy
 MA0332;SPC PA N     -   145,410.      549,240.      MT  (+/- 180 meters Scaled)
 MA0332
 MA0332                          SUPERSEDED SURVEY CONTROL
 MA0332
 MA0332  NGVD 29 (??/??/92)  369.204  (m)         1211.30   (f) ADJ UNCH    2 0
 MA0332
 MA0332.Superseded values are not recommended for survey control.
 MA0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0332.See file dsdata.txt to determine how the superseded data were derived.
 MA0332
 MA0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF206947(NAD 83)
 MA0332_MARKER: B = BOLT
 MA0332_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 MA0332_SP_SET: UNSPECIFIED ROCK
 MA0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0332
 MA0332  HISTORY     - Date     Condition        Report By
 MA0332  HISTORY     - UNK      MONUMENTED       PRR
 MA0332  HISTORY     - 1934     GOOD             NGS
 MA0332
 MA0332                          STATION DESCRIPTION
 MA0332
 MA0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0332'7.2 MI W FROM EMPORIUM.
 MA0332'7.2 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM EMPORIUM,
 MA0332'CAMERON COUNTY, ABOUT 2.2 MILES WEST OF THE SIDING AT HOWARD,
 MA0332'ABOUT 350 FEET NORTHWEST OF THE CROSSING OF U.S. HIGHWAY 120,
 MA0332'35 FEET NORTH OF THE CENTER LINE OF THE TRACK, IN THE TOP OF A
 MA0332'LARGE ROCK, AND ABOUT LEVEL WITH THE TRACK.  THE TOP OF A COPPER
 MA0332'BOLT, MARKED B M 56.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0495 ***********************************************************************
 LZ0495  DESIGNATION -  56
 LZ0495  PID         -  LZ0495
 LZ0495  STATE/COUNTY-  PA/BRADFORD
 LZ0495  USGS QUAD   -  TROY (1983)
 LZ0495
 LZ0495                         *CURRENT SURVEY CONTROL
 LZ0495  ___________________________________________________________________
 LZ0495* NAD 83(1986)-  41 50 45.     (N)    076 48 11.     (W)     SCALED    
 LZ0495* NAVD 88     -       342.94   (+/-2cm)    1125.1    (feet)  VERTCON   
 LZ0495  ___________________________________________________________________
 LZ0495  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 LZ0495
 LZ0495  VERT ORDER  -  ? (See Below)
 LZ0495
 LZ0495.The horizontal coordinates were scaled from a topographic map and have
 LZ0495.an estimated accuracy of +/- 6 seconds.
 LZ0495
 LZ0495.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ0495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ0495.The vertical order pertains to the NGVD 29 superseded value.
 LZ0495
 LZ0495.The geoid height was determined by GEOID03.
 LZ0495
 LZ0495;                    North         East    Units  Estimated Accuracy
 LZ0495;SPC PA N     -   186,910.      678,640.      MT  (+/- 180 meters Scaled)
 LZ0495
 LZ0495                          SUPERSEDED SURVEY CONTROL
 LZ0495
 LZ0495  NGVD 29 (??/??/92)  343.090  (m)         1125.62   (f) ADJ UNCH    ?  
 LZ0495
 LZ0495.Superseded values are not recommended for survey control.
 LZ0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0495.See file dsdata.txt to determine how the superseded data were derived.
 LZ0495
 LZ0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM503342(NAD 83)
 LZ0495_MARKER: B = BOLT
 LZ0495_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0495_SP_SET: BRIDGE SEAT
 LZ0495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0495
 LZ0495  HISTORY     - Date     Condition        Report By
 LZ0495  HISTORY     - UNK      MONUMENTED       PRR
 LZ0495  HISTORY     - 1933     GOOD             NGS
 LZ0495
 LZ0495                          STATION DESCRIPTION
 LZ0495
 LZ0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LZ0495'4 MI S FROM SNEDIKER.
 LZ0495'4.0 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM SNEDIKER,
 LZ0495'BRADFORD COUNTY, ABOUT 600 FEET NORTH OF THE STATION AT COLUMBIA
 LZ0495'CROSS ROADS, AT CULVERT 56.43, AT THE SOUTHEAST END OF THE
 LZ0495'SOUTHWEST ABUTMENT, IN THE TOP OF THE BRIDGE SEAT, 7 FEET
 LZ0495'SOUTHEAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 3 FEET LOWER
 LZ0495'THAN THE RAIL.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0317 ***********************************************************************
 KX0317  DESIGNATION -  56
 KX0317  PID         -  KX0317
 KX0317  STATE/COUNTY-  PA/BLAIR
 KX0317  USGS QUAD   -  ROARING SPRING (1987)
 KX0317
 KX0317                         *CURRENT SURVEY CONTROL
 KX0317  ___________________________________________________________________
 KX0317* NAD 83(1986)-  40 17 31.     (N)    078 27 01.     (W)     SCALED    
 KX0317* NAVD 88     -       351.409  (meters)    1152.91   (feet)  ADJUSTED  
 KX0317  ___________________________________________________________________
 KX0317  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KX0317  DYNAMIC HT  -         351.218 (meters)    1152.29  (feet)  COMP
 KX0317  MODELED GRAV-     980,070.0   (mgal)                       NAVD 88
 KX0317
 KX0317  VERT ORDER  -  SECOND    CLASS 0
 KX0317
 KX0317.The horizontal coordinates were scaled from a topographic map and have
 KX0317.an estimated accuracy of +/- 6 seconds.
 KX0317
 KX0317.The orthometric height was determined by differential leveling
 KX0317.and adjusted by the National Geodetic Survey in June 1991..
 KX0317
 KX0317.The geoid height was determined by GEOID03.
 KX0317
 KX0317.The dynamic height is computed by dividing the NAVD 88
 KX0317.geopotential number by the normal gravity value computed on the
 KX0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0317.degrees latitude (g = 980.6199 gals.).
 KX0317
 KX0317.The modeled gravity was interpolated from observed gravity values.
 KX0317
 KX0317;                    North         East    Units  Estimated Accuracy
 KX0317;SPC PA S     -   106,680.      540,460.      MT  (+/- 180 meters Scaled)
 KX0317
 KX0317                          SUPERSEDED SURVEY CONTROL
 KX0317
 KX0317  NGVD 29 (??/??/92)  351.556  (m)         1153.40   (f) ADJ UNCH    2 0
 KX0317
 KX0317.Superseded values are not recommended for survey control.
 KX0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0317.See file dsdata.txt to determine how the superseded data were derived.
 KX0317
 KX0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE167632(NAD 83)
 KX0317_MARKER: Q = CHISELED SQUARE
 KX0317_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0317_SP_SET: WATER TOWER
 KX0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0317
 KX0317  HISTORY     - Date     Condition        Report By
 KX0317  HISTORY     - UNK      MONUMENTED       PRR
 KX0317  HISTORY     - 1935     GOOD             NGS
 KX0317
 KX0317                          STATION DESCRIPTION
 KX0317
 KX0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0317'AT CLAYSBURG.
 KX0317'AT CLAYSBURG, BLAIR COUNTY, ABOUT 72 FEET NORTHWEST OF THE
 KX0317'PENNSYLVANIA RAILROAD STATION, ON THE TOP OF THE NORTHEAST
 KX0317'PEDESTAL OF THE WATER TOWER, AND 32 FEET WEST OF THE CENTER LINE
 KX0317'OF THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1051 ***********************************************************************
 KX1051  DESIGNATION -  56 A
 KX1051  PID         -  KX1051
 KX1051  STATE/COUNTY-  PA/INDIANA
 KX1051  USGS QUAD   -  BLAIRSVILLE (1981)
 KX1051
 KX1051                         *CURRENT SURVEY CONTROL
 KX1051  ___________________________________________________________________
 KX1051* NAD 83(1986)-  40 27 20.     (N)    079 19 14.     (W)     SCALED    
 KX1051* NAVD 88     -       290.030  (meters)     951.54   (feet)  ADJUSTED  
 KX1051  ___________________________________________________________________
 KX1051  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KX1051  DYNAMIC HT  -         289.878 (meters)     951.04  (feet)  COMP
 KX1051  MODELED GRAV-     980,092.5   (mgal)                       NAVD 88
 KX1051
 KX1051  VERT ORDER  -  FIRST     CLASS II
 KX1051
 KX1051.The horizontal coordinates were scaled from a topographic map and have
 KX1051.an estimated accuracy of +/- 6 seconds.
 KX1051
 KX1051.The orthometric height was determined by differential leveling
 KX1051.and adjusted by the National Geodetic Survey in June 1991..
 KX1051
 KX1051.The geoid height was determined by GEOID03.
 KX1051
 KX1051.The dynamic height is computed by dividing the NAVD 88
 KX1051.geopotential number by the normal gravity value computed on the
 KX1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1051.degrees latitude (g = 980.6199 gals.).
 KX1051
 KX1051.The modeled gravity was interpolated from observed gravity values.
 KX1051
 KX1051;                    North         East    Units  Estimated Accuracy
 KX1051;SPC PA S     -   125,790.      466,790.      MT  (+/- 180 meters Scaled)
 KX1051
 KX1051                          SUPERSEDED SURVEY CONTROL
 KX1051
 KX1051  NGVD 29 (??/??/92)  290.204  (m)          952.11   (f) ADJ UNCH    1 2
 KX1051
 KX1051.Superseded values are not recommended for survey control.
 KX1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1051.See file dsdata.txt to determine how the superseded data were derived.
 KX1051
 KX1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE424796(NAD 83)
 KX1051_MARKER: B = BOLT
 KX1051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1051_SP_SET: BRIDGE COPING
 KX1051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX1051+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 KX1051
 KX1051  HISTORY     - Date     Condition        Report By
 KX1051  HISTORY     - UNK      MONUMENTED       PRR
 KX1051  HISTORY     - 1941     GOOD             NGS
 KX1051  HISTORY     - 20060910 GOOD             GEOCAC
 KX1051
 KX1051                          STATION DESCRIPTION
 KX1051
 KX1051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1051'6.4 MI NW FROM TORRANCE.
 KX1051'IN INDIANA COUNTY, ABOUT 6.4 MILES NORTHWEST ALONG THE PENNSYLVANIA
 KX1051'RAILROAD FROM TORRANCE, WESTMORELAND COUNTY, 0.9 MILE WEST OF
 KX1051'SOCIAL HALL, IN THE TOP OF THE NORTH COPING OF THE BRIDGE OVER
 KX1051'CONEMAUGH RIVER, 2.8 FEET WEST OF THE EAST END OF THE COPING, 7.8
 KX1051'FEET NORTH OF THE NORTH RAIL, AND 1.4 FEET LOWER THAN THE TOP
 KX1051'OF THE RAIL.  A COPPER BOLT WITHIN A CHISELED SQUARE.
 KX1051
 KX1051                          STATION RECOVERY (2006)
 KX1051
 KX1051'RECOVERY NOTE BY GEOCACHING 2006 (KAG)
 KX1051'AS DESCRIBED EXCEPT THAT RAILROAD HAS BEEN REPLACED BY WEST PENN BIKE
 KX1051'TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2284 ***********************************************************************
 KW2284  DESIGNATION -  56 PRR
 KW2284  PID         -  KW2284
 KW2284  STATE/COUNTY-  PA/MIFFLIN
 KW2284  USGS QUAD   -  LEWISTOWN (1983)
 KW2284
 KW2284                         *CURRENT SURVEY CONTROL
 KW2284  ___________________________________________________________________
 KW2284* NAD 83(1986)-  40 33 36.     (N)    077 36 03.     (W)     SCALED    
 KW2284* NAVD 88     -       153.118  (meters)     502.35   (feet)  ADJUSTED  
 KW2284  ___________________________________________________________________
 KW2284  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KW2284  DYNAMIC HT  -         153.043 (meters)     502.11  (feet)  COMP
 KW2284  MODELED GRAV-     980,132.7   (mgal)                       NAVD 88
 KW2284
 KW2284  VERT ORDER  -  FIRST     CLASS I
 KW2284
 KW2284.The horizontal coordinates were scaled from a topographic map and have
 KW2284.an estimated accuracy of +/- 6 seconds.
 KW2284
 KW2284.The orthometric height was determined by differential leveling
 KW2284.and adjusted by the National Geodetic Survey in June 1991..
 KW2284
 KW2284.The geoid height was determined by GEOID03.
 KW2284
 KW2284.The dynamic height is computed by dividing the NAVD 88
 KW2284.geopotential number by the normal gravity value computed on the
 KW2284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2284.degrees latitude (g = 980.6199 gals.).
 KW2284
 KW2284.The modeled gravity was interpolated from observed gravity values.
 KW2284
 KW2284;                    North         East    Units  Estimated Accuracy
 KW2284;SPC PA S     -   136,210.      612,630.      MT  (+/- 180 meters Scaled)
 KW2284
 KW2284                          SUPERSEDED SURVEY CONTROL
 KW2284
 KW2284  NGVD 29 (??/??/??)  153.318  (m)          503.01   (f) ADJUSTED    1 1
 KW2284
 KW2284.Superseded values are not recommended for survey control.
 KW2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2284.See file dsdata.txt to determine how the superseded data were derived.
 KW2284
 KW2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK798931(NAD 83)
 KW2284_MARKER: Q = CHISELED SQUARE
 KW2284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2284_SP_SET: ABUTMENT
 KW2284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2284
 KW2284  HISTORY     - Date     Condition        Report By
 KW2284  HISTORY     - UNK      MONUMENTED       PRR
 KW2284  HISTORY     - 1966     GOOD             CGS
 KW2284
 KW2284                          STATION DESCRIPTION
 KW2284
 KW2284'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2284'2.5 MI SW FROM LEWISTOWN.
 KW2284'ABOUT 2.5 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW2284'THE STATION AT LEWISTOWN, 23 RAILS WEST OF MILEPOST 168, 4 FEET
 KW2284'NORTH OF THE NORTH RAIL OF THE NORTH SET OF TRACKS, A CHISELED
 KW2284'SQUARE ON THE TOP AND 5.7 FEET SOUTH OF THE NORTHEAST CORNER OF
 KW2284'THE TOP STONE AT THE NORTH END OF THE EAST ABUTMENT OF RAILROAD
 KW2284'BRIDGE NUMBER 168/23 OVER THE JUNIATA RIVER, 3.0 FEET SOUTH-SOUTHEAST
 KW2284'OF BENCH MARK S 152, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 KW2284'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1507 ***********************************************************************
 JV1507  DESIGNATION -  56 PRR
 JV1507  PID         -  JV1507
 JV1507  STATE/COUNTY-  PA/YORK
 JV1507  USGS QUAD   -  WEST YORK (1973)
 JV1507
 JV1507                         *CURRENT SURVEY CONTROL
 JV1507  ___________________________________________________________________
 JV1507* NAD 83(1986)-  39 56 02.     (N)    076 45 14.     (W)     SCALED    
 JV1507* NAVD 88     -       120.915  (meters)     396.70   (feet)  ADJUSTED  
 JV1507  ___________________________________________________________________
 JV1507  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JV1507  DYNAMIC HT  -         120.853 (meters)     396.50  (feet)  COMP
 JV1507  MODELED GRAV-     980,113.3   (mgal)                       NAVD 88
 JV1507
 JV1507  VERT ORDER  -  SECOND    CLASS 0
 JV1507
 JV1507.The horizontal coordinates were scaled from a topographic map and have
 JV1507.an estimated accuracy of +/- 6 seconds.
 JV1507
 JV1507.The orthometric height was determined by differential leveling
 JV1507.and adjusted by the National Geodetic Survey in June 1991..
 JV1507
 JV1507.The geoid height was determined by GEOID03.
 JV1507
 JV1507.The dynamic height is computed by dividing the NAVD 88
 JV1507.geopotential number by the normal gravity value computed on the
 JV1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1507.degrees latitude (g = 980.6199 gals.).
 JV1507
 JV1507.The modeled gravity was interpolated from observed gravity values.
 JV1507
 JV1507;                    North         East    Units  Estimated Accuracy
 JV1507;SPC PA S     -    67,160.      685,140.      MT  (+/- 180 meters Scaled)
 JV1507
 JV1507                          SUPERSEDED SURVEY CONTROL
 JV1507
 JV1507  NGVD 29 (??/??/??)  121.168  (m)          397.53   (f) ADJUSTED    2 0
 JV1507
 JV1507.Superseded values are not recommended for survey control.
 JV1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1507.See file dsdata.txt to determine how the superseded data were derived.
 JV1507
 JV1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK501218(NAD 83)
 JV1507_MARKER: B = BOLT
 JV1507_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1507_SP_SET: BRIDGE
 JV1507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV1507+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2006
 JV1507
 JV1507  HISTORY     - Date     Condition        Report By
 JV1507  HISTORY     - UNK      MONUMENTED       PRR
 JV1507  HISTORY     - 1935     GOOD             CGS
 JV1507  HISTORY     - 1961     GOOD             CGS
 JV1507  HISTORY     - 20060330 GOOD             GEOCAC
 JV1507
 JV1507                          STATION DESCRIPTION
 JV1507
 JV1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1507'1.9 MI N FROM BRILHART.
 JV1507'1.9 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JV1507'AT BRILHART, YORK COUNTY, AT BRIDGE 54.17 OVER A COUNTY ROAD AND
 JV1507'A CREEK, IN THE TOP OF THE WEST WING WALL OF THE NORTH ABUTMENT,
 JV1507'AND 9 FEET WEST OF THE CENTER LINE OF THE TRACK.  A COPPER BOLT.
 JV1507
 JV1507                          STATION RECOVERY (1961)
 JV1507
 JV1507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JV1507'RECOVERED IN GOOD CONDITION.
 JV1507
 JV1507                          STATION RECOVERY (2006)
 JV1507
 JV1507'RECOVERY NOTE BY GEOCACHING 2006 (KAG)
 JV1507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0369 ***********************************************************************
 KX0369  DESIGNATION -  56 USGS
 KX0369  PID         -  KX0369
 KX0369  STATE/COUNTY-  PA/BLAIR
 KX0369  USGS QUAD   -  HOLLIDAYSBURG (1981)
 KX0369
 KX0369                         *CURRENT SURVEY CONTROL
 KX0369  ___________________________________________________________________
 KX0369* NAD 83(1986)-  40 25 58.     (N)    078 22 31.     (W)     SCALED    
 KX0369* NAVD 88     -       285.393  (meters)     936.33   (feet)  ADJUSTED  
 KX0369  ___________________________________________________________________
 KX0369  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KX0369  DYNAMIC HT  -         285.244 (meters)     935.84  (feet)  COMP
 KX0369  MODELED GRAV-     980,093.3   (mgal)                       NAVD 88
 KX0369
 KX0369  VERT ORDER  -  SECOND    CLASS 0
 KX0369
 KX0369.The horizontal coordinates were scaled from a topographic map and have
 KX0369.an estimated accuracy of +/- 6 seconds.
 KX0369
 KX0369.The orthometric height was determined by differential leveling
 KX0369.and adjusted by the National Geodetic Survey in June 1991..
 KX0369
 KX0369.The geoid height was determined by GEOID03.
 KX0369
 KX0369.The dynamic height is computed by dividing the NAVD 88
 KX0369.geopotential number by the normal gravity value computed on the
 KX0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0369.degrees latitude (g = 980.6199 gals.).
 KX0369
 KX0369.The modeled gravity was interpolated from observed gravity values.
 KX0369
 KX0369;                    North         East    Units  Estimated Accuracy
 KX0369;SPC PA S     -   122,270.      546,950.      MT  (+/- 180 meters Scaled)
 KX0369
 KX0369                          SUPERSEDED SURVEY CONTROL
 KX0369
 KX0369  NGVD 29 (??/??/92)  285.56   (m)          936.9    (f) COMPUTED    2 0
 KX0369
 KX0369.Superseded values are not recommended for survey control.
 KX0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0369.See file dsdata.txt to determine how the superseded data were derived.
 KX0369
 KX0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE226791(NAD 83)
 KX0369_MARKER: DD = SURVEY DISK
 KX0369_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0369_SP_SET: BRIDGE
 KX0369_STAMPING: 56 USGS WHC 1962
 KX0369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0369
 KX0369  HISTORY     - Date     Condition        Report By
 KX0369  HISTORY     - 1962     MONUMENTED       USGS
 KX0369  HISTORY     - 1967     GOOD             NGS
 KX0369  HISTORY     - 19970806 POOR             USPSQD
 KX0369
 KX0369                          STATION DESCRIPTION
 KX0369
 KX0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0369'0.9 MI E FROM HOLLIDAYSBURG.
 KX0369'0.9 MILE EAST ALONG U.S. HIGHWAY 22 FROM THE COURT HOUSE IN
 KX0369'HOLLIDAYSBURG, 1.5 MILES WEST OF FRANKSTOWN, 21 FEET SOUTH OF
 KX0369'THE CENTERLINE OF THE EAST BOUND LANE OF HIGHWAY, SET IN THE
 KX0369'TOP OF THE SOUTHWEST WINGWALL OF A BRIDGE AND IS ABOUT 1 FOOT
 KX0369'BELOW THE LEVEL OF THE HIGHWAY.
 KX0369
 KX0369                          STATION RECOVERY (1997)
 KX0369
 KX0369'RECOVERY NOTE BY US POWER SQUADRON 1997
 KX0369'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0244 ***********************************************************************
 JV0244  DESIGNATION -  560 USGS
 JV0244  PID         -  JV0244
 JV0244  STATE/COUNTY-  PA/LANCASTER
 JV0244  USGS QUAD   -  GAP (1989)
 JV0244
 JV0244                         *CURRENT SURVEY CONTROL
 JV0244  ___________________________________________________________________
 JV0244* NAD 83(1986)-  39 59 07.     (N)    076 01 06.     (W)     SCALED    
 JV0244* NAVD 88     -       170.033  (meters)     557.85   (feet)  ADJUSTED  
 JV0244  ___________________________________________________________________
 JV0244  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 JV0244  DYNAMIC HT  -         169.946 (meters)     557.56  (feet)  COMP
 JV0244  MODELED GRAV-     980,114.1   (mgal)                       NAVD 88
 JV0244
 JV0244  VERT ORDER  -  SECOND    CLASS 0
 JV0244
 JV0244.The horizontal coordinates were scaled from a topographic map and have
 JV0244.an estimated accuracy of +/- 6 seconds.
 JV0244
 JV0244.The orthometric height was determined by differential leveling
 JV0244.and adjusted by the National Geodetic Survey in June 1991..
 JV0244
 JV0244.The geoid height was determined by GEOID03.
 JV0244
 JV0244.The dynamic height is computed by dividing the NAVD 88
 JV0244.geopotential number by the normal gravity value computed on the
 JV0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0244.degrees latitude (g = 980.6199 gals.).
 JV0244
 JV0244.The modeled gravity was interpolated from observed gravity values.
 JV0244
 JV0244;                    North         East    Units  Estimated Accuracy
 JV0244;SPC PA S     -    73,840.      747,900.      MT  (+/- 180 meters Scaled)
 JV0244
 JV0244                          SUPERSEDED SURVEY CONTROL
 JV0244
 JV0244  NGVD 29 (??/??/??)  170.299  (m)          558.72   (f) ADJUSTED    2 0
 JV0244
 JV0244.Superseded values are not recommended for survey control.
 JV0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0244.See file dsdata.txt to determine how the superseded data were derived.
 JV0244
 JV0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK130266(NAD 83)
 JV0244_MARKER: DD = SURVEY DISK
 JV0244_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV0244_SP_SET: PIER
 JV0244_STAMPING: 560
 JV0244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV0244
 JV0244  HISTORY     - Date     Condition        Report By
 JV0244  HISTORY     - UNK      MONUMENTED       USGS
 JV0244  HISTORY     - 1966     GOOD             CGS
 JV0244  HISTORY     - 1970     GOOD             NGS
 JV0244  HISTORY     - 20050905 MARK NOT FOUND   GEOCAC
 JV0244
 JV0244                          STATION DESCRIPTION
 JV0244
 JV0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JV0244'AT GAP.
 JV0244'AT GAP, LANCASTER COUNTY, ABOUT 220 YARDS EAST OF THE PENNSYLVANIA
 JV0244'RAILROAD STATION, AT THE WEST END OF AN OVERHEAD BRIDGE, AND
 JV0244'IN THE TOP OF THE NORTH PIER.  A UNITED STATES GEOLOGICAL SURVEY
 JV0244'STANDARD DISK, STAMPED 560.
 JV0244
 JV0244                          STATION RECOVERY (1970)
 JV0244
 JV0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JV0244'RECOVERED IN GOOD CONDITION.
 JV0244
 JV0244                          STATION RECOVERY (2005)
 JV0244
 JV0244'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 JV0244'BRIDGE REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1023 ***********************************************************************
 LZ1023  DESIGNATION -  561.27
 LZ1023  PID         -  LZ1023
 LZ1023  STATE/COUNTY-  PA/CLINTON
 LZ1023  USGS QUAD   -  LOCK HAVEN (1986)
 LZ1023
 LZ1023                         *CURRENT SURVEY CONTROL
 LZ1023  ___________________________________________________________________
 LZ1023* NAD 83(1986)-  41 08 15.     (N)    077 26 52.     (W)     SCALED    
 LZ1023* NAVD 88     -       170.967  (meters)     560.91   (feet)  ADJUSTED  
 LZ1023  ___________________________________________________________________
 LZ1023  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 LZ1023  DYNAMIC HT  -         170.890 (meters)     560.66  (feet)  COMP
 LZ1023  MODELED GRAV-     980,170.2   (mgal)                       NAVD 88
 LZ1023
 LZ1023  VERT ORDER  -  SECOND    CLASS 0
 LZ1023
 LZ1023.The horizontal coordinates were scaled from a topographic map and have
 LZ1023.an estimated accuracy of +/- 6 seconds.
 LZ1023
 LZ1023.The orthometric height was determined by differential leveling
 LZ1023.and adjusted by the National Geodetic Survey in June 1991..
 LZ1023
 LZ1023.The geoid height was determined by GEOID03.
 LZ1023
 LZ1023.The dynamic height is computed by dividing the NAVD 88
 LZ1023.geopotential number by the normal gravity value computed on the
 LZ1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1023.degrees latitude (g = 980.6199 gals.).
 LZ1023
 LZ1023.The modeled gravity was interpolated from observed gravity values.
 LZ1023
 LZ1023;                    North         East    Units  Estimated Accuracy
 LZ1023;SPC PA N     -   107,860.      625,370.      MT  (+/- 180 meters Scaled)
 LZ1023
 LZ1023                          SUPERSEDED SURVEY CONTROL
 LZ1023
 LZ1023  NGVD 29 (??/??/92)  171.170  (m)          561.58   (f) ADJ UNCH    2 0
 LZ1023
 LZ1023.Superseded values are not recommended for survey control.
 LZ1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1023.See file dsdata.txt to determine how the superseded data were derived.
 LZ1023
 LZ1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL945569(NAD 83)
 LZ1023_MARKER: Q = CHISELED SQUARE
 LZ1023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1023_SP_SET: FOUNDATION
 LZ1023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1023
 LZ1023  HISTORY     - Date     Condition        Report By
 LZ1023  HISTORY     - UNK      MONUMENTED       USGS
 LZ1023  HISTORY     - 1968     GOOD             NGS
 LZ1023  HISTORY     - 1969     GOOD             NGS
 LZ1023
 LZ1023                          STATION DESCRIPTION
 LZ1023
 LZ1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ1023'AT LOCK HAVEN.
 LZ1023'AT LOCK HAVEN, CLINTON COUNTY, AT THE INTERSECTION OF BELLEFONTE
 LZ1023'AVENUE WITH WEST MAIN STREET, AT THE WAR BETWEEN THE STATES
 LZ1023'MEMORIAL MONUMENT, AND ON TOP OF THE NORTHWEST CORNER OF THE GRANITE
 LZ1023'FOUNDATION.  A CHISELED SQUARE.
 LZ1023
 LZ1023                          STATION RECOVERY (1969)
 LZ1023
 LZ1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LZ1023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1062 ***********************************************************************
 LZ1062  DESIGNATION -  563.1
 LZ1062  PID         -  LZ1062
 LZ1062  STATE/COUNTY-  PA/LYCOMING
 LZ1062  USGS QUAD   -  JERSEY SHORE (1986)
 LZ1062
 LZ1062                         *CURRENT SURVEY CONTROL
 LZ1062  ___________________________________________________________________
 LZ1062* NAD 83(1986)-  41 13 13.     (N)    077 19 06.     (W)     SCALED    
 LZ1062* NAVD 88     -       171.526  (meters)     562.75   (feet)  ADJUSTED  
 LZ1062  ___________________________________________________________________
 LZ1062  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 LZ1062  DYNAMIC HT  -         171.450 (meters)     562.50  (feet)  COMP
 LZ1062  MODELED GRAV-     980,175.8   (mgal)                       NAVD 88
 LZ1062
 LZ1062  VERT ORDER  -  SECOND    CLASS 0
 LZ1062
 LZ1062.The horizontal coordinates were scaled from a topographic map and have
 LZ1062.an estimated accuracy of +/- 6 seconds.
 LZ1062
 LZ1062.The orthometric height was determined by differential leveling
 LZ1062.and adjusted by the National Geodetic Survey in June 1991..
 LZ1062
 LZ1062.The geoid height was determined by GEOID03.
 LZ1062
 LZ1062.The dynamic height is computed by dividing the NAVD 88
 LZ1062.geopotential number by the normal gravity value computed on the
 LZ1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1062.degrees latitude (g = 980.6199 gals.).
 LZ1062
 LZ1062.The modeled gravity was interpolated from observed gravity values.
 LZ1062
 LZ1062;                    North         East    Units  Estimated Accuracy
 LZ1062;SPC PA N     -   117,100.      636,200.      MT  (+/- 180 meters Scaled)
 LZ1062
 LZ1062                          SUPERSEDED SURVEY CONTROL
 LZ1062
 LZ1062  NGVD 29 (??/??/92)  171.726  (m)          563.40   (f) ADJ UNCH    2 0
 LZ1062
 LZ1062.Superseded values are not recommended for survey control.
 LZ1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1062.See file dsdata.txt to determine how the superseded data were derived.
 LZ1062
 LZ1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL056658(NAD 83)
 LZ1062_MARKER: Q = CHISELED SQUARE
 LZ1062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1062_SP_SET: ABUTMENT
 LZ1062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1062
 LZ1062  HISTORY     - Date     Condition        Report By
 LZ1062  HISTORY     - UNK      MONUMENTED       USGS
 LZ1062  HISTORY     - 1934     GOOD             NGS
 LZ1062
 LZ1062                          STATION DESCRIPTION
 LZ1062
 LZ1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1062'2 MI N FROM JERSEY SHORE.
 LZ1062'ABOUT 2.0 MILES NORTH ALONG U.S. HIGHWAY 220 AND STATE HIGHWAY
 LZ1062'44 FROM THE CROSSING OF U.S. HIGHWAY 220 AND THE NEW YORK
 LZ1062'CENTRAL RAILROAD AT JERSEY SHORE, LYCOMING COUNTY, AT HIGHWAY
 LZ1062'STATION 110+89, AT A GRADE CROSSING OF THE NEW YORK CENTRAL
 LZ1062'RAILROAD, AT A RAILROAD BRIDGE, AND ON THE TOP OF THE WEST END
 LZ1062'OF THE NORTH ABUTMENT.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0883 ***********************************************************************
 KX0883  DESIGNATION -  56.90
 KX0883  PID         -  KX0883
 KX0883  STATE/COUNTY-  PA/ARMSTRONG
 KX0883  USGS QUAD   -  TEMPLETON (1993)
 KX0883
 KX0883                         *CURRENT SURVEY CONTROL
 KX0883  ___________________________________________________________________
 KX0883* NAD 83(1986)-  40 55 51.     (N)    079 29 15.     (W)     SCALED    
 KX0883* NAVD 88     -       250.266  (meters)     821.08   (feet)  ADJUSTED  
 KX0883  ___________________________________________________________________
 KX0883  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KX0883  DYNAMIC HT  -         250.145 (meters)     820.68  (feet)  COMP
 KX0883  MODELED GRAV-     980,134.8   (mgal)                       NAVD 88
 KX0883
 KX0883  VERT ORDER  -  SECOND    CLASS 0
 KX0883
 KX0883.The horizontal coordinates were scaled from a topographic map and have
 KX0883.an estimated accuracy of +/- 6 seconds.
 KX0883
 KX0883.The orthometric height was determined by differential leveling
 KX0883.and adjusted by the National Geodetic Survey in June 1991..
 KX0883
 KX0883.The geoid height was determined by GEOID03.
 KX0883
 KX0883.The dynamic height is computed by dividing the NAVD 88
 KX0883.geopotential number by the normal gravity value computed on the
 KX0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0883.degrees latitude (g = 980.6199 gals.).
 KX0883
 KX0883.The modeled gravity was interpolated from observed gravity values.
 KX0883
 KX0883;                    North         East    Units  Estimated Accuracy
 KX0883;SPC PA S     -   178,820.      453,670.      MT  (+/- 180 meters Scaled)
 KX0883
 KX0883                          SUPERSEDED SURVEY CONTROL
 KX0883
 KX0883  NGVD 29 (??/??/92)  250.441  (m)          821.66   (f) ADJ UNCH    2 0
 KX0883
 KX0883.Superseded values are not recommended for survey control.
 KX0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0883.See file dsdata.txt to determine how the superseded data were derived.
 KX0883
 KX0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF273321(NAD 83)
 KX0883_MARKER: Q = CHISELED SQUARE
 KX0883_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0883_SP_SET: BRIDGE
 KX0883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0883
 KX0883  HISTORY     - Date     Condition        Report By
 KX0883  HISTORY     - UNK      MONUMENTED       USGS
 KX0883  HISTORY     - 1935     GOOD             NGS
 KX0883
 KX0883                          STATION DESCRIPTION
 KX0883
 KX0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0883'AT HOOKS.
 KX0883'AT HOOKS, ARMSTRONG COUNTY, ON THE PENNSYLVANIA RAILROAD, 300
 KX0883'FEET SOUTH OF THE STATION, AT CONCRETE BRIDGE NO. 56.90, ON THE
 KX0883'TOP OF THE SOUTH END OF THE EAST COPING, 9 FEET EAST OF THE
 KX0883'CENTERLINE OF THE NORTHBOUND TRACK, AND ABOUT 3 FEET BELOW THE
 KX0883'TOP OF THE RAIL.  A 4-INCH CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0316 ***********************************************************************
 KX0316  DESIGNATION -  57
 KX0316  PID         -  KX0316
 KX0316  STATE/COUNTY-  PA/BLAIR
 KX0316  USGS QUAD   -  ROARING SPRING (1987)
 KX0316
 KX0316                         *CURRENT SURVEY CONTROL
 KX0316  ___________________________________________________________________
 KX0316* NAD 83(1986)-  40 17 36.     (N)    078 26 58.     (W)     SCALED    
 KX0316* NAVD 88     -       350.618  (meters)    1150.32   (feet)  ADJUSTED  
 KX0316  ___________________________________________________________________
 KX0316  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KX0316  DYNAMIC HT  -         350.427 (meters)    1149.69  (feet)  COMP
 KX0316  MODELED GRAV-     980,070.0   (mgal)                       NAVD 88
 KX0316
 KX0316  VERT ORDER  -  SECOND    CLASS 0
 KX0316
 KX0316.The horizontal coordinates were scaled from a topographic map and have
 KX0316.an estimated accuracy of +/- 6 seconds.
 KX0316
 KX0316.The orthometric height was determined by differential leveling
 KX0316.and adjusted by the National Geodetic Survey in June 1991..
 KX0316
 KX0316.The geoid height was determined by GEOID03.
 KX0316
 KX0316.The dynamic height is computed by dividing the NAVD 88
 KX0316.geopotential number by the normal gravity value computed on the
 KX0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0316.degrees latitude (g = 980.6199 gals.).
 KX0316
 KX0316.The modeled gravity was interpolated from observed gravity values.
 KX0316
 KX0316;                    North         East    Units  Estimated Accuracy
 KX0316;SPC PA S     -   106,830.      540,530.      MT  (+/- 180 meters Scaled)
 KX0316
 KX0316                          SUPERSEDED SURVEY CONTROL
 KX0316
 KX0316  NGVD 29 (??/??/92)  350.765  (m)         1150.80   (f) ADJ UNCH    2 0
 KX0316
 KX0316.Superseded values are not recommended for survey control.
 KX0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0316.See file dsdata.txt to determine how the superseded data were derived.
 KX0316
 KX0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE167634(NAD 83)
 KX0316_MARKER: B = BOLT
 KX0316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0316_SP_SET: BRIDGE SEAT
 KX0316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0316
 KX0316  HISTORY     - Date     Condition        Report By
 KX0316  HISTORY     - UNK      MONUMENTED       PRR
 KX0316  HISTORY     - 1935     GOOD             NGS
 KX0316
 KX0316                          STATION DESCRIPTION
 KX0316
 KX0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0316'AT CLAYSBURG.
 KX0316'AT CLAYSBURG, BLAIR COUNTY, ABOUT 133 YARDS NORTH OF THE PENNSYLVANIA
 KX0316'RAILROAD STATION, AT THE WEST END OF BRIDGE 20.14 OVER POPULAR RUN,
 KX0316'IN THE TOP OF THE SOUTH BRIDGE SEAT, 15 FEET WEST OF THE CENTER
 KX0316'LINE OF THE TRACK, AND ABOUT 4 FEET LOWER THAN THE TRACK.  AN
 KX0316'IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2285 ***********************************************************************
 KW2285  DESIGNATION -  57 A PRR
 KW2285  PID         -  KW2285
 KW2285  STATE/COUNTY-  PA/MIFFLIN
 KW2285  USGS QUAD   -  LEWISTOWN (1983)
 KW2285
 KW2285                         *CURRENT SURVEY CONTROL
 KW2285  ___________________________________________________________________
 KW2285* NAD 83(1986)-  40 33 34.     (N)    077 36 12.     (W)     SCALED    
 KW2285* NAVD 88     -       152.373  (meters)     499.91   (feet)  ADJUSTED  
 KW2285  ___________________________________________________________________
 KW2285  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KW2285  DYNAMIC HT  -         152.299 (meters)     499.67  (feet)  COMP
 KW2285  MODELED GRAV-     980,132.4   (mgal)                       NAVD 88
 KW2285
 KW2285  VERT ORDER  -  FIRST     CLASS I
 KW2285
 KW2285.The horizontal coordinates were scaled from a topographic map and have
 KW2285.an estimated accuracy of +/- 6 seconds.
 KW2285
 KW2285.The orthometric height was determined by differential leveling
 KW2285.and adjusted by the National Geodetic Survey in June 1991..
 KW2285
 KW2285.The geoid height was determined by GEOID03.
 KW2285
 KW2285.The dynamic height is computed by dividing the NAVD 88
 KW2285.geopotential number by the normal gravity value computed on the
 KW2285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2285.degrees latitude (g = 980.6199 gals.).
 KW2285
 KW2285.The modeled gravity was interpolated from observed gravity values.
 KW2285
 KW2285;                    North         East    Units  Estimated Accuracy
 KW2285;SPC PA S     -   136,150.      612,420.      MT  (+/- 180 meters Scaled)
 KW2285
 KW2285                          SUPERSEDED SURVEY CONTROL
 KW2285
 KW2285  NGVD 29 (??/??/??)  152.572  (m)          500.56   (f) ADJUSTED    1 1
 KW2285
 KW2285.Superseded values are not recommended for survey control.
 KW2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2285.See file dsdata.txt to determine how the superseded data were derived.
 KW2285
 KW2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK795931(NAD 83)
 KW2285_MARKER: B = BOLT
 KW2285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2285_SP_SET: ABUTMENT
 KW2285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2285
 KW2285  HISTORY     - Date     Condition        Report By
 KW2285  HISTORY     - UNK      MONUMENTED       PRR
 KW2285  HISTORY     - 1966     GOOD             CGS
 KW2285
 KW2285                          STATION DESCRIPTION
 KW2285
 KW2285'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2285'2.6 MI SW FROM LEWISTOWN.
 KW2285'ABOUT 2.6 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW2285'THE STATION AT LEWISTOWN, ABOUT 0.3 MILE WEST OF MILEPOST 168, 10
 KW2285'FEET NORTH OF THE NORTH RAIL OF THE NORTH SET OF TRACKS, AN IRON
 KW2285'BOLT SET NEAR THE CENTER OF THE TOP OF THE SECOND STONE BELOW THE
 KW2285'TOP OF THE NORTH WING WALL AT THE NORTH END OF THE WEST ABUTMENT
 KW2285'OF RAILROAD BRIDGE NUMBER 168/23 OVER THE JUNIATA RIVER, ABOUT 3
 KW2285'FEET BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0242 ***********************************************************************
 JV0242  DESIGNATION -  57 BOLT PRR
 JV0242  PID         -  JV0242
 JV0242  STATE/COUNTY-  PA/LANCASTER
 JV0242  USGS QUAD   -  GAP (1989)
 JV0242
 JV0242                         *CURRENT SURVEY CONTROL
 JV0242  ___________________________________________________________________
 JV0242* NAD 83(1986)-  39 58 17.     (N)    076 00 37.     (W)     SCALED    
 JV0242* NAVD 88     -       161.272  (meters)     529.11   (feet)  ADJUSTED  
 JV0242  ___________________________________________________________________
 JV0242  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JV0242  DYNAMIC HT  -         161.189 (meters)     528.83  (feet)  COMP
 JV0242  MODELED GRAV-     980,113.1   (mgal)                       NAVD 88
 JV0242
 JV0242  VERT ORDER  -  SECOND    CLASS 0
 JV0242
 JV0242.The horizontal coordinates were scaled from a topographic map and have
 JV0242.an estimated accuracy of +/- 6 seconds.
 JV0242
 JV0242.The orthometric height was determined by differential leveling
 JV0242.and adjusted by the National Geodetic Survey in June 1991..
 JV0242
 JV0242.The geoid height was determined by GEOID03.
 JV0242
 JV0242.The dynamic height is computed by dividing the NAVD 88
 JV0242.geopotential number by the normal gravity value computed on the
 JV0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0242.degrees latitude (g = 980.6199 gals.).
 JV0242
 JV0242.The modeled gravity was interpolated from observed gravity values.
 JV0242
 JV0242;                    North         East    Units  Estimated Accuracy
 JV0242;SPC PA S     -    72,310.      748,610.      MT  (+/- 180 meters Scaled)
 JV0242
 JV0242                          SUPERSEDED SURVEY CONTROL
 JV0242
 JV0242  NGVD 29 (??/??/??)  161.545  (m)          530.00   (f) ADJUSTED    2 0
 JV0242
 JV0242.Superseded values are not recommended for survey control.
 JV0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0242.See file dsdata.txt to determine how the superseded data were derived.
 JV0242
 JV0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK137250(NAD 83)
 JV0242_MARKER: B = BOLT
 JV0242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV0242_SP_SET: FOOTING
 JV0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV0242
 JV0242  HISTORY     - Date     Condition        Report By
 JV0242  HISTORY     - UNK      MONUMENTED       PRR
 JV0242  HISTORY     - 1966     GOOD             CGS
 JV0242  HISTORY     - 1969     GOOD             CGS
 JV0242
 JV0242                          STATION DESCRIPTION
 JV0242
 JV0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JV0242'1.4 MI N FROM CHRISTIANA.
 JV0242'ABOUT 1.4 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JV0242'STATION AT CHRISTIANA, LANCASTER COUNTY, ABOUT 0.7 MILE
 JV0242'NORTHWEST OF A STATION, IN THE TOP OF THE NORTHEAST CORNER OF
 JV0242'THE FOOTING OF BRIDGE 49.82, AND 5 FEET NORTH OF THE CENTER
 JV0242'LINE OF THE TRACK.  NOTE-- PREVIOUSLY DESCRIBED 57 (PRR)
 JV0242
 JV0242                          STATION RECOVERY (1969)
 JV0242
 JV0242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 JV0242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0151 ***********************************************************************
 MA0151  DESIGNATION -  57 DRD
 MA0151  PID         -  MA0151
 MA0151  STATE/COUNTY-  PA/CLEARFIELD
 MA0151  USGS QUAD   -  CLEARFIELD (1981)
 MA0151
 MA0151                         *CURRENT SURVEY CONTROL
 MA0151  ___________________________________________________________________
 MA0151* NAD 83(1986)-  41 01 36.     (N)    078 26 17.     (W)     SCALED    
 MA0151* NAVD 88     -       338.125  (meters)    1109.33   (feet)  ADJUSTED  
 MA0151  ___________________________________________________________________
 MA0151  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 MA0151  DYNAMIC HT  -         337.965 (meters)    1108.81  (feet)  COMP
 MA0151  MODELED GRAV-     980,142.7   (mgal)                       NAVD 88
 MA0151
 MA0151  VERT ORDER  -  FIRST     CLASS I
 MA0151
 MA0151.The horizontal coordinates were scaled from a topographic map and have
 MA0151.an estimated accuracy of +/- 6 seconds.
 MA0151
 MA0151.The orthometric height was determined by differential leveling
 MA0151.and adjusted by the National Geodetic Survey in June 1991..
 MA0151
 MA0151.The geoid height was determined by GEOID03.
 MA0151
 MA0151.The dynamic height is computed by dividing the NAVD 88
 MA0151.geopotential number by the normal gravity value computed on the
 MA0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0151.degrees latitude (g = 980.6199 gals.).
 MA0151
 MA0151.The modeled gravity was interpolated from observed gravity values.
 MA0151
 MA0151;                    North         East    Units  Estimated Accuracy
 MA0151;SPC PA N     -    95,740.      542,140.      MT  (+/- 180 meters Scaled)
 MA0151
 MA0151                          SUPERSEDED SURVEY CONTROL
 MA0151
 MA0151  NGVD 29 (??/??/92)  338.291  (m)         1109.88   (f) ADJ UNCH    1 1
 MA0151
 MA0151.Superseded values are not recommended for survey control.
 MA0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0151.See file dsdata.txt to determine how the superseded data were derived.
 MA0151
 MA0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF153448(NAD 83)
 MA0151_MARKER: DD = SURVEY DISK
 MA0151_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0151_SP_SET: ABUTMENT
 MA0151_STAMPING: USGS 1957 57 DRD
 MA0151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0151
 MA0151  HISTORY     - Date     Condition        Report By
 MA0151  HISTORY     - 1957     MONUMENTED       USGS
 MA0151  HISTORY     - 1966     GOOD             NGS
 MA0151
 MA0151                          STATION DESCRIPTION
 MA0151
 MA0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MA0151'0.2 MI N FROM CLEARFIELD.
 MA0151'ABOUT 0.2 MILE NORTH ALONG U.S. HIGHWAY 322 FROM THE POST OFFICE
 MA0151'AT CLEARFIELD, AT THE EAST END OF STATE HIGHWAY 153 BRIDGE OVER
 MA0151'THE SUSQUEHANNA RIVER, 23 FEET WEST OF THE EXTENDED CENTER LINE OF
 MA0151'U.S. HIGHWAY 322, 26 FEET NORTH OF THE CENTER LINE OF STATE
 MA0151'HIGHWAY 153, SET IN THE TOP OF THE NORTH END OF THE EAST STONE
 MA0151'ABUTMENT OF THE BRIDGE, 1 FOOT NORTH OF A METAL GUARD RAIL, AND
 MA0151'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1741 ***********************************************************************
 MA1741  DESIGNATION -  57 DRD USGS RESET 1980
 MA1741  PID         -  MA1741
 MA1741  STATE/COUNTY-  PA/CLEARFIELD
 MA1741  USGS QUAD   -  CLEARFIELD (1981)
 MA1741
 MA1741                         *CURRENT SURVEY CONTROL
 MA1741  ___________________________________________________________________
 MA1741* NAD 83(1986)-  41 01 36.     (N)    078 26 17.     (W)     SCALED    
 MA1741* NAVD 88     -       338.18   (meters)    1109.5    (feet)  RESET     
 MA1741  ___________________________________________________________________
 MA1741  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 MA1741
 MA1741  VERT ORDER  -  THIRD
 MA1741
 MA1741.The horizontal coordinates were scaled from a topographic map and have
 MA1741.an estimated accuracy of +/- 6 seconds.
 MA1741
 MA1741.The orthometric height was computed from unverified reset data.
 MA1741.No vertical observational check was made to the station.
 MA1741
 MA1741.The geoid height was determined by GEOID03.
 MA1741
 MA1741;                    North         East    Units  Estimated Accuracy
 MA1741;SPC PA N     -    95,740.      542,140.      MT  (+/- 180 meters Scaled)
 MA1741
 MA1741                          SUPERSEDED SURVEY CONTROL
 MA1741
 MA1741  NGVD 29 (02/24/03)  338.35   (m)         1110.1    (f) RESET       3  
 MA1741
 MA1741.Superseded values are not recommended for survey control.
 MA1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1741.See file dsdata.txt to determine how the superseded data were derived.
 MA1741
 MA1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF153448(NAD 83)
 MA1741_MARKER: DD = SURVEY DISK
 MA1741_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 MA1741_SP_SET: BRIDGE
 MA1741_STAMPING: 57 DRD 1957 RESET 1980
 MA1741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1741
 MA1741  HISTORY     - Date     Condition        Report By
 MA1741  HISTORY     - 1980     MONUMENTED       LOCENG
 MA1741
 MA1741                          STATION DESCRIPTION
 MA1741
 MA1741'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 MA1741'0.2 MI NORTH FROM CLEARFIELD.
 MA1741'0.2 MILE NORTH ALONG U.S. HIGHWAY 322 FROM THE POST OFFICE IN
 MA1741'CLEARFIELD, AT THE EAST END OF STATE HIGHWAY 153 BRIDGE OVER THE
 MA1741'SUSQUEHANNA RIVER, 23.0 FEET WEST OF THE EXTENDED CENTERLINE OF
 MA1741'U.S. HIGHWAY 322, 26.0 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 MA1741'153, IN TOP OF THE NORTH END OF THE EAST STONE ABUTMENT OF THE
 MA1741'BRIDGE, AND 1.0 FOOT NORTH OF A METAL GUARD RAIL.
 MA1741'THE MARK IS 1.0 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0240 ***********************************************************************
 JV0240  DESIGNATION -  57 PRR
 JV0240  PID         -  JV0240
 JV0240  STATE/COUNTY-  PA/LANCASTER
 JV0240  USGS QUAD   -  GAP (1989)
 JV0240
 JV0240                         *CURRENT SURVEY CONTROL
 JV0240  ___________________________________________________________________
 JV0240* NAD 83(1986)-  39 55 13.     (N)    076 04 06.     (W)     SCALED    
 JV0240* NAVD 88     -       175.272  (meters)     575.04   (feet)  ADJUSTED  
 JV0240  ___________________________________________________________________
 JV0240  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 JV0240  DYNAMIC HT  -         175.182 (meters)     574.74  (feet)  COMP
 JV0240  MODELED GRAV-     980,106.9   (mgal)                       NAVD 88
 JV0240
 JV0240  VERT ORDER  -  SECOND    CLASS 0
 JV0240
 JV0240.The horizontal coordinates were scaled from a topographic map and have
 JV0240.an estimated accuracy of +/- 6 seconds.
 JV0240
 JV0240.The orthometric height was determined by differential leveling
 JV0240.and adjusted by the National Geodetic Survey in June 1991..
 JV0240
 JV0240.The geoid height was determined by GEOID03.
 JV0240
 JV0240.The dynamic height is computed by dividing the NAVD 88
 JV0240.geopotential number by the normal gravity value computed on the
 JV0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0240.degrees latitude (g = 980.6199 gals.).
 JV0240
 JV0240.The modeled gravity was interpolated from observed gravity values.
 JV0240
 JV0240;                    North         East    Units  Estimated Accuracy
 JV0240;SPC PA S     -    66,540.      743,760.      MT  (+/- 180 meters Scaled)
 JV0240
 JV0240                          SUPERSEDED SURVEY CONTROL
 JV0240
 JV0240  NGVD 29 (??/??/??)  175.540  (m)          575.92   (f) ADJUSTED    2 0
 JV0240
 JV0240.Superseded values are not recommended for survey control.
 JV0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0240.See file dsdata.txt to determine how the superseded data were derived.
 JV0240
 JV0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK087194(NAD 83)
 JV0240_MARKER: B = BOLT
 JV0240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV0240_SP_SET: BRIDGE
 JV0240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV0240
 JV0240  HISTORY     - Date     Condition        Report By
 JV0240  HISTORY     - UNK      MONUMENTED       PRR
 JV0240  HISTORY     - 1955     GOOD             CGS
 JV0240
 JV0240                          STATION DESCRIPTION
 JV0240
 JV0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JV0240'8.5 MI SW FROM PARKESBURG.
 JV0240'ABOUT 8.5 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 JV0240'THE STATION AT PERKESBURG, AT BRIDGE NO. 8-44 OVER NICKEL MINES
 JV0240'RUN, A COPPERBOLT IN THE TOP OF THE STONE MASONRY PART OF THE
 JV0240'SOUTH END OF EAST ABUTMENT OF STEEL PLATE BRIDGE, 6 FEET SOUTH
 JV0240'OF SOUTH RAIL, 0.1 FOOT SOUTH OF SOUTH EDGE OF CONCRETE BRIDGE
 JV0240'SEAT, 0.4 FOOT NORTHEAST OF SOUTHWEST EDGE OF STONE MASONRY
 JV0240'AND ABOUT 6 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3247 ***********************************************************************
 JV3247  DESIGNATION -  570 USGS
 JV3247  PID         -  JV3247
 JV3247  STATE/COUNTY-  PA/FRANKLIN
 JV3247  USGS QUAD   -  MASON-DIXON (1971)
 JV3247
 JV3247                         *CURRENT SURVEY CONTROL
 JV3247  ___________________________________________________________________
 JV3247* NAD 83(1986)-  39 43 16.     (N)    077 45 15.     (W)     SCALED    
 JV3247* NAVD 88     -       173.600  (meters)     569.55   (feet)  ADJUSTED  
 JV3247  ___________________________________________________________________
 JV3247  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JV3247  DYNAMIC HT  -         173.499 (meters)     569.22  (feet)  COMP
 JV3247  MODELED GRAV-     980,039.7   (mgal)                       NAVD 88
 JV3247
 JV3247  VERT ORDER  -  FIRST     CLASS II
 JV3247
 JV3247.The horizontal coordinates were scaled from a topographic map and have
 JV3247.an estimated accuracy of +/- 6 seconds.
 JV3247
 JV3247.The orthometric height was determined by differential leveling
 JV3247.and adjusted by the National Geodetic Survey in June 1991..
 JV3247
 JV3247.The geoid height was determined by GEOID03.
 JV3247
 JV3247.The dynamic height is computed by dividing the NAVD 88
 JV3247.geopotential number by the normal gravity value computed on the
 JV3247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3247.degrees latitude (g = 980.6199 gals.).
 JV3247
 JV3247.The modeled gravity was interpolated from observed gravity values.
 JV3247
 JV3247;                    North         East    Units  Estimated Accuracy
 JV3247;SPC PA S     -    43,060.      599,640.      MT  (+/- 180 meters Scaled)
 JV3247
 JV3247                          SUPERSEDED SURVEY CONTROL
 JV3247
 JV3247  NGVD 29 (??/??/??)  173.799  (m)          570.21   (f) ADJUSTED    1 2
 JV3247
 JV3247.Superseded values are not recommended for survey control.
 JV3247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3247.See file dsdata.txt to determine how the superseded data were derived.
 JV3247
 JV3247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK639004(NAD 83)
 JV3247_MARKER: DD = SURVEY DISK
 JV3247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3247_STAMPING: 570
 JV3247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3247+STABILITY: SURFACE MOTION
 JV3247
 JV3247  HISTORY     - Date     Condition        Report By
 JV3247  HISTORY     - UNK      MONUMENTED       USGS
 JV3247  HISTORY     - 1961     GOOD             CGS
 JV3247
 JV3247                          STATION DESCRIPTION
 JV3247
 JV3247'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JV3247'AT MASON-DIXON.
 JV3247'AT THE MARYLAND-PENNSYLVANIA STATE LINE, AT MASON-DIXON, OPPOSITE
 JV3247'THE PENNSYLVANIA RAILROAD STATION, AND IN THE TOP OF THE STONE
 JV3247'BOUNDARY MONUMENT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 JV3247'DISK, STAMPED 570.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1433 ***********************************************************************
 KV1433  DESIGNATION -  570=88 DLWRR
 KV1433  PID         -  KV1433
 KV1433  STATE/COUNTY-  PA/NORTHAMPTON
 KV1433  USGS QUAD   -  STROUDSBURG (1975)
 KV1433
 KV1433                         *CURRENT SURVEY CONTROL
 KV1433  ___________________________________________________________________
 KV1433* NAD 83(1986)-  40 52 58.     (N)    075 11 05.     (W)     SCALED    
 KV1433* NAVD 88     -       173.697  (meters)     569.87   (feet)  ADJUSTED  
 KV1433  ___________________________________________________________________
 KV1433  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 KV1433  DYNAMIC HT  -         173.616 (meters)     569.61  (feet)  COMP
 KV1433  MODELED GRAV-     980,154.8   (mgal)                       NAVD 88
 KV1433
 KV1433  VERT ORDER  -  FIRST     CLASS II
 KV1433
 KV1433.The horizontal coordinates were scaled from a topographic map and have
 KV1433.an estimated accuracy of +/- 6 seconds.
 KV1433
 KV1433.The orthometric height was determined by differential leveling
 KV1433.and adjusted by the National Geodetic Survey in June 1991..
 KV1433.WARNING-Repeat measurements at this control monument indicate possible
 KV1433.vertical movement.
 KV1433
 KV1433.The geoid height was determined by GEOID03.
 KV1433
 KV1433.The dynamic height is computed by dividing the NAVD 88
 KV1433.geopotential number by the normal gravity value computed on the
 KV1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1433.degrees latitude (g = 980.6199 gals.).
 KV1433
 KV1433.The modeled gravity was interpolated from observed gravity values.
 KV1433
 KV1433;                    North         East    Units  Estimated Accuracy
 KV1433;SPC PA S     -   175,190.      816,180.      MT  (+/- 180 meters Scaled)
 KV1433
 KV1433                          SUPERSEDED SURVEY CONTROL
 KV1433
 KV1433  NGVD 29 (??/??/??)  173.878  (m)          570.46   (f) ADJUSTED    1 2
 KV1433
 KV1433.Superseded values are not recommended for survey control.
 KV1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1433.See file dsdata.txt to determine how the superseded data were derived.
 KV1433
 KV1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL844257(NAD 83)
 KV1433_MARKER: Z = SEE DESCRIPTION
 KV1433_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1433_SP_SET: RAIL
 KV1433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1433
 KV1433  HISTORY     - Date     Condition        Report By
 KV1433  HISTORY     - 1932     MONUMENTED       DLWRR
 KV1433  HISTORY     - 1932     GOOD             CGS
 KV1433  HISTORY     - 1942     GOOD             CGS
 KV1433
 KV1433                          STATION DESCRIPTION
 KV1433
 KV1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1433'AT EAST BANGOR.
 KV1433'AT EAST BANGOR, NORTHAMPTON COUNTY, ON THE DELAWARE, LACKAWANNA
 KV1433'AND WESTERN RAILROAD, 508 FEET EAST OF THE MAIN CROSSING, AND
 KV1433'OPPOSITE MILEPOST 88.  THE TOP OF A SECTION OF RAIL SET VERTICALLY
 KV1433'AND PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- THE DELAWARE,
 KV1433'LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA
 KV1433'RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV1433
 KV1433                          STATION RECOVERY (1942)
 KV1433
 KV1433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 KV1433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0920 ***********************************************************************
 LZ0920  DESIGNATION -  572.6
 LZ0920  PID         -  LZ0920
 LZ0920  STATE/COUNTY-  PA/CLINTON
 LZ0920  USGS QUAD   -  MILL HALL (1986)
 LZ0920
 LZ0920                         *CURRENT SURVEY CONTROL
 LZ0920  ___________________________________________________________________
 LZ0920* NAD 83(1986)-  41 06 29.     (N)    077 29 11.     (W)     SCALED    
 LZ0920* NAVD 88     -       174.350  (meters)     572.01   (feet)  ADJUSTED  
 LZ0920  ___________________________________________________________________
 LZ0920  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 LZ0920  DYNAMIC HT  -         174.271 (meters)     571.75  (feet)  COMP
 LZ0920  MODELED GRAV-     980,168.1   (mgal)                       NAVD 88
 LZ0920
 LZ0920  VERT ORDER  -  FIRST     CLASS II
 LZ0920
 LZ0920.The horizontal coordinates were scaled from a topographic map and have
 LZ0920.an estimated accuracy of +/- 6 seconds.
 LZ0920
 LZ0920.The orthometric height was determined by differential leveling
 LZ0920.and adjusted by the National Geodetic Survey in June 1991..
 LZ0920
 LZ0920.The geoid height was determined by GEOID03.
 LZ0920
 LZ0920.The dynamic height is computed by dividing the NAVD 88
 LZ0920.geopotential number by the normal gravity value computed on the
 LZ0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0920.degrees latitude (g = 980.6199 gals.).
 LZ0920
 LZ0920.The modeled gravity was interpolated from observed gravity values.
 LZ0920
 LZ0920;                    North         East    Units  Estimated Accuracy
 LZ0920;SPC PA N     -   104,580.      622,140.      MT  (+/- 180 meters Scaled)
 LZ0920
 LZ0920                          SUPERSEDED SURVEY CONTROL
 LZ0920
 LZ0920  NGVD 29 (??/??/92)  174.574  (m)          572.75   (f) ADJ UNCH    1 2
 LZ0920
 LZ0920.Superseded values are not recommended for survey control.
 LZ0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0920.See file dsdata.txt to determine how the superseded data were derived.
 LZ0920
 LZ0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL912537(NAD 83)
 LZ0920_MARKER: X = CHISELED CROSS
 LZ0920_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0920_SP_SET: STEP
 LZ0920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0920
 LZ0920  HISTORY     - Date     Condition        Report By
 LZ0920  HISTORY     - UNK      MONUMENTED       RBNF
 LZ0920  HISTORY     - 1960     MARK NOT FOUND   NGS
 LZ0920
 LZ0920                          STATION DESCRIPTION
 LZ0920
 LZ0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LZ0920'AT MILL HALL.
 LZ0920'AT MILL HALL, CLINTON COUNTY, ON THE PENNSYLVANIA RAILROAD, 0.2
 LZ0920'MILE FROM THE CROSSING OF STATE HIGHWAY 58, AND ON A STONE STEP.
 LZ0920'A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2731 ***********************************************************************
 KV2731  DESIGNATION -  573 1900 HARRISBURG USGS
 KV2731  PID         -  KV2731
 KV2731  STATE/COUNTY-  PA/LEHIGH
 KV2731  USGS QUAD   -  SLATEDALE (1980)
 KV2731
 KV2731                         *CURRENT SURVEY CONTROL
 KV2731  ___________________________________________________________________
 KV2731* NAD 83(1986)-  40 41 04.     (N)    075 44 42.     (W)     SCALED    
 KV2731* NAVD 88     -       174.577  (meters)     572.76   (feet)  ADJUSTED  
 KV2731  ___________________________________________________________________
 KV2731  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KV2731  DYNAMIC HT  -         174.490 (meters)     572.47  (feet)  COMP
 KV2731  MODELED GRAV-     980,125.3   (mgal)                       NAVD 88
 KV2731
 KV2731  VERT ORDER  -  SECOND    CLASS 0
 KV2731
 KV2731.The horizontal coordinates were scaled from a topographic map and have
 KV2731.an estimated accuracy of +/- 6 seconds.
 KV2731
 KV2731.The orthometric height was determined by differential leveling
 KV2731.and adjusted by the National Geodetic Survey in June 1991..
 KV2731
 KV2731.The geoid height was determined by GEOID03.
 KV2731
 KV2731.The dynamic height is computed by dividing the NAVD 88
 KV2731.geopotential number by the normal gravity value computed on the
 KV2731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2731.degrees latitude (g = 980.6199 gals.).
 KV2731
 KV2731.The modeled gravity was interpolated from observed gravity values.
 KV2731
 KV2731;                    North         East    Units  Estimated Accuracy
 KV2731;SPC PA S     -   151,950.      769,470.      MT  (+/- 180 meters Scaled)
 KV2731
 KV2731                          SUPERSEDED SURVEY CONTROL
 KV2731
 KV2731  NGVD 29 (??/??/??)  174.775  (m)          573.41   (f) ADJUSTED    2 0
 KV2731
 KV2731.Superseded values are not recommended for survey control.
 KV2731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2731.See file dsdata.txt to determine how the superseded data were derived.
 KV2731
 KV2731_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL370039(NAD 83)
 KV2731_MARKER: DD = SURVEY DISK
 KV2731_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2731_SP_SET: BUILDING
 KV2731_STAMPING: 573 1900 HARRISBURG
 KV2731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2731
 KV2731  HISTORY     - Date     Condition        Report By
 KV2731  HISTORY     - 1900     MONUMENTED       USGS
 KV2731  HISTORY     - 1942     GOOD             CGS
 KV2731
 KV2731                          STATION DESCRIPTION
 KV2731
 KV2731'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2731'0.5 MI E FROM NEW TRIPOLI.
 KV2731'0.5 MILE EAST ALONG THE READING RAILROAD FROM THE STATION AT NEW
 KV2731'TRIPOLI, ABOUT 0.2 MILE NORTHWEST OF THE INTERSECTION OF STATE
 KV2731'HIGHWAY NO. 143 AND NO. 29, SET IN THE SOUTH FACE AT THE SOUTHWEST
 KV2731'CORNER OF THE BARN, 29.3 FEET EAST OF THE CENTER-LINE OF THE ROAD
 KV2731'LEADING NORTH TO THE TRACKS, 4.5 FEET NORTH OF THE CENTER-LINE
 KV2731'OF THE ROAD INTO BARN LOT, 4.5 FEET ABOVE GROUND LEVEL.  A U.S.
 KV2731'GEOLOGICAL SURVEY BRONZE DISK.  STAMPED 573 1900 HARRISBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2503 ***********************************************************************
 KW2503  DESIGNATION -  574.82 USGS
 KW2503  PID         -  KW2503
 KW2503  STATE/COUNTY-  PA/UNION
 KW2503  USGS QUAD   -  MIFFLINBURG (1973)
 KW2503
 KW2503                         *CURRENT SURVEY CONTROL
 KW2503  ___________________________________________________________________
 KW2503* NAD 83(1986)-  40 54 39.     (N)    077 04 22.     (W)     SCALED    
 KW2503* NAVD 88     -       175.17   (+/-2cm)     574.7    (feet)  VERTCON   
 KW2503  ___________________________________________________________________
 KW2503  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 KW2503
 KW2503  VERT ORDER  -  ? (See Below)
 KW2503
 KW2503.The horizontal coordinates were scaled from a topographic map and have
 KW2503.an estimated accuracy of +/- 6 seconds.
 KW2503
 KW2503.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2503.The vertical order pertains to the NGVD 29 superseded value.
 KW2503
 KW2503.The geoid height was determined by GEOID03.
 KW2503
 KW2503;                    North         East    Units  Estimated Accuracy
 KW2503;SPC PA N     -    82,870.      657,050.      MT  (+/- 180 meters Scaled)
 KW2503
 KW2503                          SUPERSEDED SURVEY CONTROL
 KW2503
 KW2503  NGVD 29 (??/??/??)  175.394  (m)          575.44   (f) ADJUSTED    ?  
 KW2503
 KW2503.Superseded values are not recommended for survey control.
 KW2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2503.See file dsdata.txt to determine how the superseded data were derived.
 KW2503
 KW2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL254309(NAD 83)
 KW2503_MARKER: Q = CHISELED SQUARE
 KW2503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2503_SP_SET: CULVERT
 KW2503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2503
 KW2503  HISTORY     - Date     Condition        Report By
 KW2503  HISTORY     - UNK      MONUMENTED       USGS
 KW2503  HISTORY     - 1934     GOOD             CGS
 KW2503
 KW2503                          STATION DESCRIPTION
 KW2503
 KW2503'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW2503'1.3 MI W FROM MIFFLINBURG.
 KW2503'200 FEET EAST OF A RAILROAD CROSSING, IN THE SOUTHEAST ANGLE
 KW2503'OF A ROAD FORK TO THE SOUTHWEST, AND ON THE EAST END OF A
 KW2503'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2054 ***********************************************************************
 JV2054  DESIGNATION -  577 USGS RESET 1959
 JV2054  PID         -  JV2054
 JV2054  STATE/COUNTY-  PA/ADAMS
 JV2054  USGS QUAD   -  BIGLERVILLE (1990)
 JV2054
 JV2054                         *CURRENT SURVEY CONTROL
 JV2054  ___________________________________________________________________
 JV2054* NAD 83(1986)-  39 57 22.     (N)    077 13 20.     (W)     SCALED    
 JV2054* NAVD 88     -       176.02   (+/-2cm)     577.5    (feet)  VERTCON   
 JV2054  ___________________________________________________________________
 JV2054  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JV2054
 JV2054  VERT ORDER  -  THIRD (See Below)
 JV2054
 JV2054.The horizontal coordinates were scaled from a topographic map and have
 JV2054.an estimated accuracy of +/- 6 seconds.
 JV2054
 JV2054.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV2054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV2054.The vertical order pertains to the NGVD 29 superseded value.
 JV2054
 JV2054.The geoid height was determined by GEOID03.
 JV2054
 JV2054;                    North         East    Units  Estimated Accuracy
 JV2054;SPC PA S     -    69,290.      645,100.      MT  (+/- 180 meters Scaled)
 JV2054
 JV2054                          SUPERSEDED SURVEY CONTROL
 JV2054
 JV2054  NGVD 29 (??/??/??)  176.21   (m)          578.1    (f) RESET       3  
 JV2054
 JV2054.Superseded values are not recommended for survey control.
 JV2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2054.See file dsdata.txt to determine how the superseded data were derived.
 JV2054
 JV2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK101252(NAD 83)
 JV2054_MARKER: DD = SURVEY DISK
 JV2054_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV2054_SP_SET: BRIDGE
 JV2054_STAMPING: 577 RESET 1959
 JV2054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV2054
 JV2054  HISTORY     - Date     Condition        Report By
 JV2054  HISTORY     - 1959     MONUMENTED       RDGRR
 JV2054
 JV2054                          STATION DESCRIPTION
 JV2054
 JV2054'DESCRIBED BY READING RAILROAD 1959
 JV2054'1.6 MI S FROM BENDERSVILLE.
 JV2054'THE MARK IS LOCATED ABOUT 1.6 MILES SOUTH ALONG THE READING
 JV2054'RAILWAY COMPANY FROM STATON AT BENDERSVILLE, AT SOUTH END OF
 JV2054'BRIDGE 21+15, IN TOP OF THE WEST END OF A SOUTH CONCRETE
 JV2054'ABUTMENT, 10 FEET WEST OF THE CENTERLINE OF THE TRACK, AND ABOUT
 JV2054'ONE FOOT LOWER THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0334 ***********************************************************************
 MA0334  DESIGNATION -  58
 MA0334  PID         -  MA0334
 MA0334  STATE/COUNTY-  PA/CAMERON
 MA0334  USGS QUAD   -  RATHBUN (1986)
 MA0334
 MA0334                         *CURRENT SURVEY CONTROL
 MA0334  ___________________________________________________________________
 MA0334* NAD 83(1986)-  41 28 50.     (N)    078 24 04.     (W)     SCALED    
 MA0334* NAVD 88     -       385.781  (meters)    1265.68   (feet)  ADJUSTED  
 MA0334  ___________________________________________________________________
 MA0334  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 MA0334  DYNAMIC HT  -         385.617 (meters)    1265.15  (feet)  COMP
 MA0334  MODELED GRAV-     980,186.9   (mgal)                       NAVD 88
 MA0334
 MA0334  VERT ORDER  -  SECOND    CLASS 0
 MA0334
 MA0334.The horizontal coordinates were scaled from a topographic map and have
 MA0334.an estimated accuracy of +/- 6 seconds.
 MA0334
 MA0334.The orthometric height was determined by differential leveling
 MA0334.and adjusted by the National Geodetic Survey in June 1991..
 MA0334
 MA0334.The geoid height was determined by GEOID03.
 MA0334
 MA0334.The dynamic height is computed by dividing the NAVD 88
 MA0334.geopotential number by the normal gravity value computed on the
 MA0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0334.degrees latitude (g = 980.6199 gals.).
 MA0334
 MA0334.The modeled gravity was interpolated from observed gravity values.
 MA0334
 MA0334;                    North         East    Units  Estimated Accuracy
 MA0334;SPC PA N     -   146,120.      545,620.      MT  (+/- 180 meters Scaled)
 MA0334
 MA0334                          SUPERSEDED SURVEY CONTROL
 MA0334
 MA0334  NGVD 29 (??/??/92)  385.940  (m)         1266.20   (f) ADJ UNCH    2 0
 MA0334
 MA0334.Superseded values are not recommended for survey control.
 MA0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0334.See file dsdata.txt to determine how the superseded data were derived.
 MA0334
 MA0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF169953(NAD 83)
 MA0334_MARKER: B = BOLT
 MA0334_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0334_SP_SET: ABUTMENT
 MA0334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0334
 MA0334  HISTORY     - Date     Condition        Report By
 MA0334  HISTORY     - UNK      MONUMENTED       PRR
 MA0334  HISTORY     - 1934     GOOD             NGS
 MA0334
 MA0334                          STATION DESCRIPTION
 MA0334
 MA0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0334'9.5 MI W FROM EMPORIUM.
 MA0334'9.5 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM EMPORIUM,
 MA0334'CAMERON COUNTY, ABOUT 2,560 FEET WEST OF MILEPOST 140, ABOUT
 MA0334'300 FEET WEST OF A TOWNSHIP ROAD CROSSING, AT BRIDGE 139/50, IN
 MA0334'THE TOP OF THE SOUTH END OF THE EAST STONE ABUTMENT, 10 FEET
 MA0334'SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 2 FEET LOWER
 MA0334'THAN THE TOP OF THE RAIL.  THE TOP OF A COPPER BOLT, MARKED,
 MA0334'B M 58.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1052 ***********************************************************************
 KX1052  DESIGNATION -  58
 KX1052  PID         -  KX1052
 KX1052  STATE/COUNTY-  PA/INDIANA
 KX1052  USGS QUAD   -  BLAIRSVILLE (1981)
 KX1052
 KX1052                         *CURRENT SURVEY CONTROL
 KX1052  ___________________________________________________________________
 KX1052* NAD 83(1986)-  40 27 01.     (N)    079 18 10.     (W)     SCALED    
 KX1052* NAVD 88     -       294.614  (meters)     966.58   (feet)  ADJUSTED  
 KX1052  ___________________________________________________________________
 KX1052  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KX1052  DYNAMIC HT  -         294.459 (meters)     966.07  (feet)  COMP
 KX1052  MODELED GRAV-     980,093.1   (mgal)                       NAVD 88
 KX1052
 KX1052  VERT ORDER  -  FIRST     CLASS II
 KX1052
 KX1052.The horizontal coordinates were scaled from a topographic map and have
 KX1052.an estimated accuracy of +/- 6 seconds.
 KX1052
 KX1052.The orthometric height was determined by differential leveling
 KX1052.and adjusted by the National Geodetic Survey in June 1991..
 KX1052
 KX1052.The geoid height was determined by GEOID03.
 KX1052
 KX1052.The dynamic height is computed by dividing the NAVD 88
 KX1052.geopotential number by the normal gravity value computed on the
 KX1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1052.degrees latitude (g = 980.6199 gals.).
 KX1052
 KX1052.The modeled gravity was interpolated from observed gravity values.
 KX1052
 KX1052;                    North         East    Units  Estimated Accuracy
 KX1052;SPC PA S     -   125,180.      468,290.      MT  (+/- 180 meters Scaled)
 KX1052
 KX1052                          SUPERSEDED SURVEY CONTROL
 KX1052
 KX1052  NGVD 29 (??/??/92)  294.787  (m)          967.15   (f) ADJ UNCH    1 2
 KX1052
 KX1052.Superseded values are not recommended for survey control.
 KX1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1052.See file dsdata.txt to determine how the superseded data were derived.
 KX1052
 KX1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE439791(NAD 83)
 KX1052_MARKER: B = BOLT
 KX1052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1052_SP_SET: ABUTMENT
 KX1052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX1052+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 KX1052
 KX1052  HISTORY     - Date     Condition        Report By
 KX1052  HISTORY     - UNK      MONUMENTED       PRR
 KX1052  HISTORY     - 1941     GOOD             NGS
 KX1052  HISTORY     - 20060910 GOOD             GEOCAC
 KX1052
 KX1052                          STATION DESCRIPTION
 KX1052
 KX1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1052'5.6 MI NW FROM TORRANCE.
 KX1052'IN WESTMORELAND COUNTY, ABOUT 5.6 MILES NORTHWEST ALONG THE
 KX1052'PENNSYLVANIA RAILROAD FROM TORRANCE, WESTMORELAND COUNTY, ABOUT
 KX1052'19 RAILS NORTHWEST OF MILEPOST 11/66, NEAR SOCIAL HALL, INDIANA
 KX1052'COUNTY, AND IN THE SOUTH WING OF THE WEST ABUTMENT OF A RAILROAD
 KX1052'BRIDGE.  A COPPER BOLT WITHIN A CHISELED SQUARE.  NOTE-- THE
 KX1052'ELEVATION OF THIS BENCH MARK IS DERIVED FROM FIRST-ORDER LEVELING
 KX1052'IN MAY 1931 BY ONE OF OUR FIELD PARTIES.
 KX1052
 KX1052                          STATION RECOVERY (2006)
 KX1052
 KX1052'RECOVERY NOTE BY GEOCACHING 2006 (KAG)
 KX1052'AS DESCRIBED EXCEPT THAT RAILROAD HAS BEEN REPLACED BY WEST PENN BIKE
 KX1052'TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0315 ***********************************************************************
 KX0315  DESIGNATION -  58
 KX0315  PID         -  KX0315
 KX0315  STATE/COUNTY-  PA/BLAIR
 KX0315  USGS QUAD   -  ROARING SPRING (1987)
 KX0315
 KX0315                         *CURRENT SURVEY CONTROL
 KX0315  ___________________________________________________________________
 KX0315* NAD 83(1986)-  40 17 57.     (N)    078 26 58.     (W)     SCALED    
 KX0315* NAVD 88     -       347.342  (meters)    1139.57   (feet)  ADJUSTED  
 KX0315  ___________________________________________________________________
 KX0315  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KX0315  DYNAMIC HT  -         347.152 (meters)    1138.95  (feet)  COMP
 KX0315  MODELED GRAV-     980,069.8   (mgal)                       NAVD 88
 KX0315
 KX0315  VERT ORDER  -  SECOND    CLASS 0
 KX0315
 KX0315.The horizontal coordinates were scaled from a topographic map and have
 KX0315.an estimated accuracy of +/- 6 seconds.
 KX0315
 KX0315.The orthometric height was determined by differential leveling
 KX0315.and adjusted by the National Geodetic Survey in June 1991..
 KX0315
 KX0315.The geoid height was determined by GEOID03.
 KX0315
 KX0315.The dynamic height is computed by dividing the NAVD 88
 KX0315.geopotential number by the normal gravity value computed on the
 KX0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0315.degrees latitude (g = 980.6199 gals.).
 KX0315
 KX0315.The modeled gravity was interpolated from observed gravity values.
 KX0315
 KX0315;                    North         East    Units  Estimated Accuracy
 KX0315;SPC PA S     -   107,480.      540,540.      MT  (+/- 180 meters Scaled)
 KX0315
 KX0315                          SUPERSEDED SURVEY CONTROL
 KX0315
 KX0315  NGVD 29 (??/??/92)  347.488  (m)         1140.05   (f) ADJ UNCH    2 0
 KX0315
 KX0315.Superseded values are not recommended for survey control.
 KX0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0315.See file dsdata.txt to determine how the superseded data were derived.
 KX0315
 KX0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE167640(NAD 83)
 KX0315_MARKER: Q = CHISELED SQUARE
 KX0315_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0315_SP_SET: BRIDGE
 KX0315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0315
 KX0315  HISTORY     - Date     Condition        Report By
 KX0315  HISTORY     - UNK      MONUMENTED       PRR
 KX0315  HISTORY     - 1935     GOOD             NGS
 KX0315
 KX0315                          STATION DESCRIPTION
 KX0315
 KX0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0315'0.5 MI N FROM CLAYSBURG.
 KX0315'0.5 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0315'AT CLAYSBURG, BLAIR COUNTY, AT THE NORTH END OF THE BRIDGE 19.80,
 KX0315'ON THE TOP OF THE EAST COPING, AND 10 FEET EAST OF THE CENTER
 KX0315'LINE OF THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0245 ***********************************************************************
 JV0245  DESIGNATION -  58 BOLT PRR
 JV0245  PID         -  JV0245
 JV0245  STATE/COUNTY-  PA/LANCASTER
 JV0245  USGS QUAD   -  GAP (1989)
 JV0245
 JV0245                         *CURRENT SURVEY CONTROL
 JV0245  ___________________________________________________________________
 JV0245* NAD 83(1986)-  39 59 14.     (N)    076 01 17.     (W)     SCALED    
 JV0245* NAVD 88     -       168.15   (+/-2cm)     551.7    (feet)  VERTCON   
 JV0245  ___________________________________________________________________
 JV0245  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 JV0245
 JV0245  VERT ORDER  -  ? (See Below)
 JV0245
 JV0245.The horizontal coordinates were scaled from a topographic map and have
 JV0245.an estimated accuracy of +/- 6 seconds.
 JV0245
 JV0245.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV0245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV0245.The vertical order pertains to the NGVD 29 superseded value.
 JV0245
 JV0245.The geoid height was determined by GEOID03.
 JV0245
 JV0245;                    North         East    Units  Estimated Accuracy
 JV0245;SPC PA S     -    74,050.      747,630.      MT  (+/- 180 meters Scaled)
 JV0245
 JV0245                          SUPERSEDED SURVEY CONTROL
 JV0245
 JV0245  NGVD 29 (??/??/??)  168.416  (m)          552.54   (f) ADJUSTED    ?  
 JV0245
 JV0245.Superseded values are not recommended for survey control.
 JV0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0245.See file dsdata.txt to determine how the superseded data were derived.
 JV0245
 JV0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK127268(NAD 83)
 JV0245_MARKER: B = BOLT
 JV0245_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV0245_SP_SET: BUILDING
 JV0245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV0245
 JV0245  HISTORY     - Date     Condition        Report By
 JV0245  HISTORY     - UNK      MONUMENTED       PRR
 JV0245  HISTORY     - 1966     MARK NOT FOUND   CGS
 JV0245  HISTORY     - 20050905 MARK NOT FOUND   GEOCAC
 JV0245
 JV0245                          STATION DESCRIPTION
 JV0245
 JV0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JV0245'AT GAP.
 JV0245'AT GAP, LANCASTER COUNTY, AT AN OLD PENNSYLVANIA RAILROAD
 JV0245'STATION, AT THE SOUTH DOOR FACING THE TRACK, AND IN THE TOP
 JV0245'OF THE CONCRETE DOORSILL.  A COPPER BOLT.  NOTE-- THIS MARK IS SET
 JV0245'IN SUCH MANNER THAT IT IS IMPOSSIBLE TO PLUMB ROD WITHIN 30 DEG
 JV0245'OF VERTICAL BECAUSE OF LOW ROOF.  CONDITION POOR.  NOTE-- PREVIOUSLY
 JV0245'DESIGNATED 58 (PRR)
 JV0245
 JV0245                          STATION RECOVERY (2005)
 JV0245
 JV0245'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 JV0245'STATION HAS BEEN TORN DOWN BUT FOUNDATION REMAINS. MARK MAY STILL BE
 JV0245'ON FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0239 ***********************************************************************
 JV0239  DESIGNATION -  58 PRR
 JV0239  PID         -  JV0239
 JV0239  STATE/COUNTY-  PA/LANCASTER
 JV0239  USGS QUAD   -  GAP (1989)
 JV0239
 JV0239                         *CURRENT SURVEY CONTROL
 JV0239  ___________________________________________________________________
 JV0239* NAD 83(1986)-  39 55 05.     (N)    076 04 27.     (W)     SCALED    
 JV0239* NAVD 88     -       179.337  (meters)     588.37   (feet)  ADJUSTED  
 JV0239  ___________________________________________________________________
 JV0239  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 JV0239  DYNAMIC HT  -         179.244 (meters)     588.07  (feet)  COMP
 JV0239  MODELED GRAV-     980,106.4   (mgal)                       NAVD 88
 JV0239
 JV0239  VERT ORDER  -  SECOND    CLASS 0
 JV0239
 JV0239.The horizontal coordinates were scaled from a topographic map and have
 JV0239.an estimated accuracy of +/- 6 seconds.
 JV0239
 JV0239.The orthometric height was determined by differential leveling
 JV0239.and adjusted by the National Geodetic Survey in June 1991..
 JV0239
 JV0239.The geoid height was determined by GEOID03.
 JV0239
 JV0239.The dynamic height is computed by dividing the NAVD 88
 JV0239.geopotential number by the normal gravity value computed on the
 JV0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0239.degrees latitude (g = 980.6199 gals.).
 JV0239
 JV0239.The modeled gravity was interpolated from observed gravity values.
 JV0239
 JV0239;                    North         East    Units  Estimated Accuracy
 JV0239;SPC PA S     -    66,280.      743,270.      MT  (+/- 180 meters Scaled)
 JV0239
 JV0239                          SUPERSEDED SURVEY CONTROL
 JV0239
 JV0239  NGVD 29 (??/??/??)  179.603  (m)          589.25   (f) ADJUSTED    2 0
 JV0239
 JV0239.Superseded values are not recommended for survey control.
 JV0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0239.See file dsdata.txt to determine how the superseded data were derived.
 JV0239
 JV0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK081192(NAD 83)
 JV0239_MARKER: B = BOLT
 JV0239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV0239_SP_SET: FOUNDATION
 JV0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV0239
 JV0239  HISTORY     - Date     Condition        Report By
 JV0239  HISTORY     - UNK      MONUMENTED       PRR
 JV0239  HISTORY     - 1955     GOOD             CGS
 JV0239
 JV0239                          STATION DESCRIPTION
 JV0239
 JV0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JV0239'8.9 MI SW FROM PARKESBURG.
 JV0239'ABOUT 8.9 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JV0239'STATION AT PARKESBURG, ABOUT 4.9 MILES NORTHEAST OF OVERPASS OF
 JV0239'RAILROAD OVER CHURCH STREET AT QUARRYVILLE, AT OVERPASS NO. 8.78
 JV0239'OF A ROAD OVER THE TRACK, IN THE TOP OF AND 0.7 FOOT SOUTHWEST OF
 JV0239'NORTHEAST CORNER OF EAST END OF STONE MASONRY FOUNDATION OF
 JV0239'SOUTH PIER OF OVERPASS, AND ABOUT 1 1/2 FEET ABOVE LEVEL OF
 JV0239'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1503 ***********************************************************************
 JV1503  DESIGNATION -  58 PRR
 JV1503  PID         -  JV1503
 JV1503  STATE/COUNTY-  PA/YORK
 JV1503  USGS QUAD   -  YORK (1990)
 JV1503
 JV1503                         *CURRENT SURVEY CONTROL
 JV1503  ___________________________________________________________________
 JV1503* NAD 83(1986)-  39 57 16.     (N)    076 43 55.     (W)     SCALED    
 JV1503* NAVD 88     -       115.054  (meters)     377.47   (feet)  ADJUSTED  
 JV1503  ___________________________________________________________________
 JV1503  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JV1503  DYNAMIC HT  -         114.995 (meters)     377.28  (feet)  COMP
 JV1503  MODELED GRAV-     980,112.7   (mgal)                       NAVD 88
 JV1503
 JV1503  VERT ORDER  -  SECOND    CLASS 0
 JV1503
 JV1503.The horizontal coordinates were scaled from a topographic map and have
 JV1503.an estimated accuracy of +/- 6 seconds.
 JV1503
 JV1503.The orthometric height was determined by differential leveling
 JV1503.and adjusted by the National Geodetic Survey in June 1991..
 JV1503
 JV1503.The geoid height was determined by GEOID03.
 JV1503
 JV1503.The dynamic height is computed by dividing the NAVD 88
 JV1503.geopotential number by the normal gravity value computed on the
 JV1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1503.degrees latitude (g = 980.6199 gals.).
 JV1503
 JV1503.The modeled gravity was interpolated from observed gravity values.
 JV1503
 JV1503;                    North         East    Units  Estimated Accuracy
 JV1503;SPC PA S     -    69,470.      686,990.      MT  (+/- 180 meters Scaled)
 JV1503
 JV1503                          SUPERSEDED SURVEY CONTROL
 JV1503
 JV1503  NGVD 29 (??/??/??)  115.308  (m)          378.31   (f) ADJUSTED    2 0
 JV1503
 JV1503.Superseded values are not recommended for survey control.
 JV1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1503.See file dsdata.txt to determine how the superseded data were derived.
 JV1503
 JV1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK520241(NAD 83)
 JV1503_MARKER: B = BOLT
 JV1503_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1503_SP_SET: BRIDGE
 JV1503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1503_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JV1503+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2006
 JV1503
 JV1503  HISTORY     - Date     Condition        Report By
 JV1503  HISTORY     - UNK      MONUMENTED       PRR
 JV1503  HISTORY     - 1935     GOOD             CGS
 JV1503  HISTORY     - 20020916 MARK NOT FOUND   INDIV
 JV1503  HISTORY     - 20060709 GOOD             GEOCAC
 JV1503
 JV1503                          STATION DESCRIPTION
 JV1503
 JV1503'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1503'1 MI S FROM YORK.
 JV1503'1.0 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JV1503'AT YORK, YORK COUNTY, AT BRIDGE 56.09 OVER CODORUS CREEK, IN THE
 JV1503'TOP OF THE NORTH END OF THE WEST CONCRETE COPING, AND 11 FEET
 JV1503'WEST OF THE CENTERLINE OF THE TRACK.  A COPPER BOLT.
 JV1503
 JV1503                          STATION RECOVERY (2002)
 JV1503
 JV1503'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RFD)
 JV1503'COPPER BOLT LOCATION APPEARS TO BE COVERED WITH CONCRETE STRUCTURE AND
 JV1503'IS NOT VISIBLE.
 JV1503
 JV1503                          STATION RECOVERY (2006)
 JV1503
 JV1503'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 JV1503'MARK IS LOCATED ALONG THE YORK RAIL TRAIL AND IS WEST OF THE TRAIL.
 JV1503'COPING WAS RAISED AND THE MARK NOW IS BELOW THE LEVEL OF THE HEADWALL
 JV1503'AT THE NORTH END.
 JV1503' 
 JV1503'HH2 N 39 57.269 W 076 43.901
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0657 ***********************************************************************
 KW0657  DESIGNATION -  5.84 RDGRR
 KW0657  PID         -  KW0657
 KW0657  STATE/COUNTY-  PA/LANCASTER
 KW0657  USGS QUAD   -  SINKING SPRING (1987)
 KW0657
 KW0657                         *CURRENT SURVEY CONTROL
 KW0657  ___________________________________________________________________
 KW0657* NAD 83(1986)-  40 16 27.     (N)    076 06 17.     (W)     SCALED    
 KW0657* NAVD 88     -       146.56   (+/-2cm)     480.8    (feet)  VERTCON   
 KW0657  ___________________________________________________________________
 KW0657  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 KW0657
 KW0657  VERT ORDER  -  ? (See Below)
 KW0657
 KW0657.The horizontal coordinates were scaled from a topographic map and have
 KW0657.an estimated accuracy of +/- 6 seconds.
 KW0657
 KW0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW0657.The vertical order pertains to the NGVD 29 superseded value.
 KW0657
 KW0657.The geoid height was determined by GEOID03.
 KW0657
 KW0657;                    North         East    Units  Estimated Accuracy
 KW0657;SPC PA S     -   105,770.      739,920.      MT  (+/- 180 meters Scaled)
 KW0657
 KW0657                          SUPERSEDED SURVEY CONTROL
 KW0657
 KW0657  NGVD 29 (??/??/??)  146.792  (m)          481.60   (f) ADJUSTED    ?  
 KW0657
 KW0657.Superseded values are not recommended for survey control.
 KW0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0657.See file dsdata.txt to determine how the superseded data were derived.
 KW0657
 KW0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK060587(NAD 83)
 KW0657_MARKER: Q = CHISELED SQUARE
 KW0657_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0657_SP_SET: BRIDGE
 KW0657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0657
 KW0657  HISTORY     - Date     Condition        Report By
 KW0657  HISTORY     - UNK      MONUMENTED       RDGRR
 KW0657  HISTORY     - 1935     GOOD             CGS
 KW0657  HISTORY     - 20020209 MARK NOT FOUND   USPSQD
 KW0657  HISTORY     - 20060409 MARK NOT FOUND   GEOCAC
 KW0657
 KW0657                          STATION DESCRIPTION
 KW0657
 KW0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0657'0.9 MI NE FROM REINHOLDS.
 KW0657'ABOUT 0.9 MILE NORTHEAST ALONG THE READING CO. RAILWAY FROM
 KW0657'THE STATION REINHOLDS, LANCASTER COUNTY, AT BRIDGE 5.84,
 KW0657'AND ON THE TOP OF THE END OF THE NORTH CONCRETE HEAD WALL.  A
 KW0657'CHISELED SQUARE.
 KW0657
 KW0657                          STATION RECOVERY (2002)
 KW0657
 KW0657'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW0657'MARK NOT FOUND.
 KW0657
 KW0657                          STATION RECOVERY (2006)
 KW0657
 KW0657'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0657'CORNERS OF THE HEADWALL HAVE BEEN CHIPPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2082 ***********************************************************************
 KW2082  DESIGNATION -  587 USGS
 KW2082  PID         -  KW2082
 KW2082  STATE/COUNTY-  PA/CUMBERLAND
 KW2082  USGS QUAD   -  DICKINSON (1977)
 KW2082
 KW2082                         *CURRENT SURVEY CONTROL
 KW2082  ___________________________________________________________________
 KW2082* NAD 83(1986)-  40 06 50.     (N)    077 17 04.     (W)     SCALED    
 KW2082* NAVD 88     -       178.969  (meters)     587.17   (feet)  ADJUSTED  
 KW2082  ___________________________________________________________________
 KW2082  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 KW2082  DYNAMIC HT  -         178.873 (meters)     586.85  (feet)  COMP
 KW2082  MODELED GRAV-     980,086.8   (mgal)                       NAVD 88
 KW2082
 KW2082  VERT ORDER  -  SECOND    CLASS 0
 KW2082
 KW2082.The horizontal coordinates were scaled from a topographic map and have
 KW2082.an estimated accuracy of +/- 6 seconds.
 KW2082
 KW2082.The orthometric height was determined by differential leveling
 KW2082.and adjusted by the National Geodetic Survey in June 1991..
 KW2082
 KW2082.The geoid height was determined by GEOID03.
 KW2082
 KW2082.The dynamic height is computed by dividing the NAVD 88
 KW2082.geopotential number by the normal gravity value computed on the
 KW2082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2082.degrees latitude (g = 980.6199 gals.).
 KW2082
 KW2082.The modeled gravity was interpolated from observed gravity values.
 KW2082
 KW2082;                    North         East    Units  Estimated Accuracy
 KW2082;SPC PA S     -    86,770.      639,690.      MT  (+/- 180 meters Scaled)
 KW2082
 KW2082                          SUPERSEDED SURVEY CONTROL
 KW2082
 KW2082  NGVD 29 (??/??/??)  179.180  (m)          587.86   (f) ADJUSTED    2 0
 KW2082
 KW2082.Superseded values are not recommended for survey control.
 KW2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2082.See file dsdata.txt to determine how the superseded data were derived.
 KW2082
 KW2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK053428(NAD 83)
 KW2082_MARKER: DD = SURVEY DISK
 KW2082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2082_SP_SET: BASE
 KW2082_STAMPING: 587
 KW2082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2082
 KW2082  HISTORY     - Date     Condition        Report By
 KW2082  HISTORY     - UNK      MONUMENTED       USGS
 KW2082  HISTORY     - 1952     GOOD             CGS
 KW2082  HISTORY     - 20060424 POOR             GEOCAC
 KW2082
 KW2082                          STATION DESCRIPTION
 KW2082
 KW2082'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KW2082'5.5 MI SW FROM MOUNT HOLLY SPRINGS.
 KW2082'5.5 MILES SOUTHWEST ALONG THE READING COMPANY RAILWAY FROM MOUNT
 KW2082'HOLLY SPRINGS, CUMBERLAND COUNTY, 98 FEET NORTHEAST OF MOORS
 KW2082'MILL STATION, 2.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 KW2082'EAST BOUND TRACK, AND IN THE BASE OF A WATERSTAND.  A U.S.
 KW2082'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 587.
 KW2082
 KW2082                          STATION RECOVERY (2006)
 KW2082
 KW2082'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2082'RAILROAD STATION AND WATERSTAND HAVE BEEN REMOVED. USGS DISK STAMPED
 KW2082''587 RESET 1952' SET IN A CONCRETE BASE WAS FOUND LOOSE IN A DITCH
 KW2082'ABOUT 3 FEET BELOW THE LEVEL OF THE ROADWAY IN THE NW CORNER OF THE
 KW2082'CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0395 ***********************************************************************
 KX0395  DESIGNATION -  59
 KX0395  PID         -  KX0395
 KX0395  STATE/COUNTY-  PA/BLAIR
 KX0395  USGS QUAD   -  HOLLIDAYSBURG (1981)
 KX0395
 KX0395                         *CURRENT SURVEY CONTROL
 KX0395  ___________________________________________________________________
 KX0395* NAD 83(1986)-  40 23 24.     (N)    078 26 08.     (W)     SCALED    
 KX0395* NAVD 88     -       313.763  (meters)    1029.40   (feet)  ADJUSTED  
 KX0395  ___________________________________________________________________
 KX0395  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KX0395  DYNAMIC HT  -         313.596 (meters)    1028.86  (feet)  COMP
 KX0395  MODELED GRAV-     980,085.0   (mgal)                       NAVD 88
 KX0395
 KX0395  VERT ORDER  -  SECOND    CLASS 0
 KX0395
 KX0395.The horizontal coordinates were scaled from a topographic map and have
 KX0395.an estimated accuracy of +/- 6 seconds.
 KX0395
 KX0395.The orthometric height was determined by differential leveling
 KX0395.and adjusted by the National Geodetic Survey in June 1991..
 KX0395
 KX0395.The geoid height was determined by GEOID03.
 KX0395
 KX0395.The dynamic height is computed by dividing the NAVD 88
 KX0395.geopotential number by the normal gravity value computed on the
 KX0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0395.degrees latitude (g = 980.6199 gals.).
 KX0395
 KX0395.The modeled gravity was interpolated from observed gravity values.
 KX0395
 KX0395;                    North         East    Units  Estimated Accuracy
 KX0395;SPC PA S     -   117,550.      541,800.      MT  (+/- 180 meters Scaled)
 KX0395
 KX0395                          SUPERSEDED SURVEY CONTROL
 KX0395
 KX0395  NGVD 29 (??/??/92)  313.923  (m)         1029.93   (f) ADJ UNCH    2 0
 KX0395
 KX0395.Superseded values are not recommended for survey control.
 KX0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0395.See file dsdata.txt to determine how the superseded data were derived.
 KX0395
 KX0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE176742(NAD 83)
 KX0395_MARKER: DD = SURVEY DISK
 KX0395_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0395_SP_SET: BRIDGE
 KX0395_STAMPING: 59 USGS WHC 1962
 KX0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0395
 KX0395  HISTORY     - Date     Condition        Report By
 KX0395  HISTORY     - 1962     MONUMENTED       USGS
 KX0395  HISTORY     - 1967     GOOD             NGS
 KX0395
 KX0395                          STATION DESCRIPTION
 KX0395
 KX0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0395'AT NEWRY.
 KX0395'AT NEWRY, ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 220 FROM THE
 KX0395'POST OFFICE, SET IN THE TOP OF THE NORTHWEST WINGWALL OF A BRIDGE,
 KX0395'14.0 FEET WEST OF THE CENTERLINE OF HIGHWAY AND 1.0 FOOT BELOW
 KX0395'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0314 ***********************************************************************
 KX0314  DESIGNATION -  59
 KX0314  PID         -  KX0314
 KX0314  STATE/COUNTY-  PA/BLAIR
 KX0314  USGS QUAD   -  ROARING SPRING (1987)
 KX0314
 KX0314                         *CURRENT SURVEY CONTROL
 KX0314  ___________________________________________________________________
 KX0314* NAD 83(1986)-  40 18 28.     (N)    078 26 57.     (W)     SCALED    
 KX0314* NAVD 88     -       340.361  (meters)    1116.67   (feet)  ADJUSTED  
 KX0314  ___________________________________________________________________
 KX0314  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KX0314  DYNAMIC HT  -         340.175 (meters)    1116.06  (feet)  COMP
 KX0314  MODELED GRAV-     980,069.8   (mgal)                       NAVD 88
 KX0314
 KX0314  VERT ORDER  -  SECOND    CLASS 0
 KX0314
 KX0314.The horizontal coordinates were scaled from a topographic map and have
 KX0314.an estimated accuracy of +/- 6 seconds.
 KX0314
 KX0314.The orthometric height was determined by differential leveling
 KX0314.and adjusted by the National Geodetic Survey in June 1991..
 KX0314
 KX0314.The geoid height was determined by GEOID03.
 KX0314
 KX0314.The dynamic height is computed by dividing the NAVD 88
 KX0314.geopotential number by the normal gravity value computed on the
 KX0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0314.degrees latitude (g = 980.6199 gals.).
 KX0314
 KX0314.The modeled gravity was interpolated from observed gravity values.
 KX0314
 KX0314;                    North         East    Units  Estimated Accuracy
 KX0314;SPC PA S     -   108,430.      540,570.      MT  (+/- 180 meters Scaled)
 KX0314
 KX0314                          SUPERSEDED SURVEY CONTROL
 KX0314
 KX0314  NGVD 29 (??/??/92)  340.508  (m)         1117.15   (f) ADJ UNCH    2 0
 KX0314
 KX0314.Superseded values are not recommended for survey control.
 KX0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0314.See file dsdata.txt to determine how the superseded data were derived.
 KX0314
 KX0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE167650(NAD 83)
 KX0314_MARKER: B = BOLT
 KX0314_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0314_SP_SET: BRIDGE
 KX0314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0314
 KX0314  HISTORY     - Date     Condition        Report By
 KX0314  HISTORY     - UNK      MONUMENTED       PRR
 KX0314  HISTORY     - 1967     GOOD             NGS
 KX0314
 KX0314                          STATION DESCRIPTION
 KX0314
 KX0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0314'1.1 MI N FROM CLAYSBURG.
 KX0314'1.1 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0314'AT CLAYSBURG, BLAIR COUNTY, AT THE SOUTH END OF BRIDGE 19.21, IN
 KX0314'THE TOP OF THE WEST COPING, AND 12 FEET WEST OF THE CENTER LINE
 KX0314'OF THE TRACK.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0259 ***********************************************************************
 MA0259  DESIGNATION -  59 DRD PDH
 MA0259  PID         -  MA0259
 MA0259  STATE/COUNTY-  PA/CLEARFIELD
 MA0259  USGS QUAD   -  CLEARFIELD (1981)
 MA0259
 MA0259                         *CURRENT SURVEY CONTROL
 MA0259  ___________________________________________________________________
 MA0259* NAD 83(1986)-  41 02 49.     (N)    078 27 49.     (W)     SCALED    
 MA0259* NAVD 88     -       381.659  (meters)    1252.16   (feet)  ADJUSTED  
 MA0259  ___________________________________________________________________
 MA0259  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 MA0259  DYNAMIC HT  -         381.478 (meters)    1251.57  (feet)  COMP
 MA0259  MODELED GRAV-     980,137.5   (mgal)                       NAVD 88
 MA0259
 MA0259  VERT ORDER  -  SECOND    CLASS 0
 MA0259
 MA0259.The horizontal coordinates were scaled from a topographic map and have
 MA0259.an estimated accuracy of +/- 6 seconds.
 MA0259
 MA0259.The orthometric height was determined by differential leveling
 MA0259.and adjusted by the National Geodetic Survey in June 1991..
 MA0259
 MA0259.The geoid height was determined by GEOID03.
 MA0259
 MA0259.The dynamic height is computed by dividing the NAVD 88
 MA0259.geopotential number by the normal gravity value computed on the
 MA0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0259.degrees latitude (g = 980.6199 gals.).
 MA0259
 MA0259.The modeled gravity was interpolated from observed gravity values.
 MA0259
 MA0259;                    North         East    Units  Estimated Accuracy
 MA0259;SPC PA N     -    98,010.      540,010.      MT  (+/- 180 meters Scaled)
 MA0259
 MA0259                          SUPERSEDED SURVEY CONTROL
 MA0259
 MA0259  NGVD 29 (??/??/92)  381.810  (m)         1252.65   (f) ADJ UNCH    2 0
 MA0259
 MA0259.Superseded values are not recommended for survey control.
 MA0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0259.See file dsdata.txt to determine how the superseded data were derived.
 MA0259
 MA0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF131470(NAD 83)
 MA0259_MARKER: DD = SURVEY DISK
 MA0259_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0259_SP_SET: ABUTMENT
 MA0259_STAMPING: 59 DRD 1958
 MA0259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0259+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2002
 MA0259
 MA0259  HISTORY     - Date     Condition        Report By
 MA0259  HISTORY     - 1958     MONUMENTED       PADH
 MA0259  HISTORY     - 1959     GOOD             NGS
 MA0259  HISTORY     - 20020617 GOOD             PADT
 MA0259
 MA0259                          STATION DESCRIPTION
 MA0259
 MA0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MA0259'1.3 MI NW FROM CLEARFIELD.
 MA0259'1.3 MILE NORTHWEST ALONG STATE HIGHWAY 153 FROM THE CLEARFIELD
 MA0259'HOSPITAL IN CLEARFIELD, AT THE JUNCTION OF STATE HIGHWAYS 153
 MA0259'AND 410, SET IN TOP OF THE EAST WINGWALL FOR THE SOUTH ABUTMEMT OF
 MA0259'A 15 FOOT STONE BRIDGE OVER A CREEK, 15 FEET EAST OF THE CENTERLINE
 MA0259'OF THE HIGHWAY.
 MA0259
 MA0259                          STATION RECOVERY (2002)
 MA0259
 MA0259'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (JP)
 MA0259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0259 ***********************************************************************
 KX0259  DESIGNATION -  59 FPV
 KX0259  PID         -  KX0259
 KX0259  STATE/COUNTY-  PA/BLAIR
 KX0259  USGS QUAD   -  HOLLIDAYSBURG (1981)
 KX0259
 KX0259                         *CURRENT SURVEY CONTROL
 KX0259  ___________________________________________________________________
 KX0259* NAD 83(1986)-  40 29 57.     (N)    078 29 04.     (W)     SCALED    
 KX0259* NAVD 88     -       494.717  (meters)    1623.08   (feet)  ADJUSTED  
 KX0259  ___________________________________________________________________
 KX0259  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KX0259  DYNAMIC HT  -         494.445 (meters)    1622.19  (feet)  COMP
 KX0259  MODELED GRAV-     980,059.8   (mgal)                       NAVD 88
 KX0259
 KX0259  VERT ORDER  -  FIRST     CLASS I
 KX0259
 KX0259.The horizontal coordinates were scaled from a topographic map and have
 KX0259.an estimated accuracy of +/- 6 seconds.
 KX0259
 KX0259.The orthometric height was determined by differential leveling
 KX0259.and adjusted by the National Geodetic Survey in June 1991..
 KX0259
 KX0259.The geoid height was determined by GEOID03.
 KX0259
 KX0259.The dynamic height is computed by dividing the NAVD 88
 KX0259.geopotential number by the normal gravity value computed on the
 KX0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0259.degrees latitude (g = 980.6199 gals.).
 KX0259
 KX0259.The modeled gravity was interpolated from observed gravity values.
 KX0259
 KX0259;                    North         East    Units  Estimated Accuracy
 KX0259;SPC PA S     -   129,710.      537,750.      MT  (+/- 180 meters Scaled)
 KX0259
 KX0259                          SUPERSEDED SURVEY CONTROL
 KX0259
 KX0259  NGVD 29 (??/??/92)  494.861  (m)         1623.56   (f) ADJ UNCH    1 1
 KX0259
 KX0259.Superseded values are not recommended for survey control.
 KX0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0259.See file dsdata.txt to determine how the superseded data were derived.
 KX0259
 KX0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE131862(NAD 83)
 KX0259_MARKER: DD = SURVEY DISK
 KX0259_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0259_SP_SET: STEEL LIGHT POLE BASE
 KX0259_STAMPING: 59 FPV 1623 1958
 KX0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0259
 KX0259  HISTORY     - Date     Condition        Report By
 KX0259  HISTORY     - 1958     MONUMENTED       USGS
 KX0259  HISTORY     - 1966     GOOD             NGS
 KX0259
 KX0259                          STATION DESCRIPTION
 KX0259
 KX0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0259'5.5 MI SW FROM ALTOONA.
 KX0259'5.5 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0259'STATION AT ALTOONA, AT HORSESHOE CURVE, SET ON THE TOP OF THE
 KX0259'EAST SIDE OF AN 18-FOOT CONCRETE BASE SUPPORTING A STEEL LIGHT
 KX0259'POLE, IN THE HORSESHOE CURVE PARK, 150 FEET EAST OF THE EAST
 KX0259'RAIL OF THE EAST TRACK, 1.5 FEET EAST OF THE CENTER OF THE
 KX0259'LIGHT POLE AND 6 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2292 ***********************************************************************
 KW2292  DESIGNATION -  59 PRR
 KW2292  PID         -  KW2292
 KW2292  STATE/COUNTY-  PA/MIFFLIN
 KW2292  USGS QUAD   -  BELLEVILLE (1973)
 KW2292
 KW2292                         *CURRENT SURVEY CONTROL
 KW2292  ___________________________________________________________________
 KW2292* NAD 83(1986)-  40 32 10.     (N)    077 38 54.     (W)     SCALED    
 KW2292* NAVD 88     -       150.241  (meters)     492.92   (feet)  ADJUSTED  
 KW2292  ___________________________________________________________________
 KW2292  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KW2292  DYNAMIC HT  -         150.167 (meters)     492.67  (feet)  COMP
 KW2292  MODELED GRAV-     980,128.6   (mgal)                       NAVD 88
 KW2292
 KW2292  VERT ORDER  -  FIRST     CLASS I
 KW2292
 KW2292.The horizontal coordinates were scaled from a topographic map and have
 KW2292.an estimated accuracy of +/- 6 seconds.
 KW2292
 KW2292.The orthometric height was determined by differential leveling
 KW2292.and adjusted by the National Geodetic Survey in June 1991..
 KW2292.WARNING-Repeat measurements at this control monument indicate possible
 KW2292.vertical movement.
 KW2292
 KW2292.The geoid height was determined by GEOID03.
 KW2292
 KW2292.The dynamic height is computed by dividing the NAVD 88
 KW2292.geopotential number by the normal gravity value computed on the
 KW2292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2292.degrees latitude (g = 980.6199 gals.).
 KW2292
 KW2292.The modeled gravity was interpolated from observed gravity values.
 KW2292
 KW2292;                    North         East    Units  Estimated Accuracy
 KW2292;SPC PA S     -   133,560.      608,610.      MT  (+/- 180 meters Scaled)
 KW2292
 KW2292                          SUPERSEDED SURVEY CONTROL
 KW2292
 KW2292  NGVD 29 (??/??/??)  150.439  (m)          493.57   (f) ADJUSTED    1 1
 KW2292
 KW2292.Superseded values are not recommended for survey control.
 KW2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2292.See file dsdata.txt to determine how the superseded data were derived.
 KW2292
 KW2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK757906(NAD 83)
 KW2292_MARKER: B = BOLT
 KW2292_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2292_SP_SET: ABUTMENT
 KW2292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2292
 KW2292  HISTORY     - Date     Condition        Report By
 KW2292  HISTORY     - UNK      MONUMENTED       PRR
 KW2292  HISTORY     - 1966     GOOD             CGS
 KW2292
 KW2292                          STATION DESCRIPTION
 KW2292
 KW2292'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2292'5.6 MI SW FROM LEWISTOWN.
 KW2292'ABOUT 5.6 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW2292'STATION AT LEWISTOWN, OR ABOUT 6.1 MILES NORTHEAST ALONG THE
 KW2292'PENNSYLVANIA RAILROAD FROM A CROSSING OF THE RAILROAD AND A
 KW2292'PAVED ROAD AT MC VEYTOWN, 27 RAILS SOUTHWEST OF MILEPOST 171,
 KW2292'21 FEET WEST OF THE WEST RAIL OF THE WEST SET OF TRACKS, A
 KW2292'COPPER BOLT SET IN THE TOP OF THE WEST END OF THE SOUTH STONE
 KW2292'ABUTMENT OF RAILROAD BRIDGE NUMBER 171/23, 16.4 FEET SOUTH OF
 KW2292'BENCH MARK V 152, AND ABOUT 10 FEET BELOW THE LEVEL OF THE
 KW2292'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0246 ***********************************************************************
 JV0246  DESIGNATION -  59 PRR
 JV0246  PID         -  JV0246
 JV0246  STATE/COUNTY-  PA/LANCASTER
 JV0246  USGS QUAD   -  GAP (1989)
 JV0246
 JV0246                         *CURRENT SURVEY CONTROL
 JV0246  ___________________________________________________________________
 JV0246* NAD 83(1986)-  39 59 08.     (N)    076 02 33.     (W)     SCALED    
 JV0246* NAVD 88     -       152.343  (meters)     499.81   (feet)  ADJUSTED  
 JV0246  ___________________________________________________________________
 JV0246  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 JV0246  DYNAMIC HT  -         152.265 (meters)     499.56  (feet)  COMP
 JV0246  MODELED GRAV-     980,110.5   (mgal)                       NAVD 88
 JV0246
 JV0246  VERT ORDER  -  SECOND    CLASS 0
 JV0246
 JV0246.The horizontal coordinates were scaled from a topographic map and have
 JV0246.an estimated accuracy of +/- 6 seconds.
 JV0246
 JV0246.The orthometric height was determined by differential leveling
 JV0246.and adjusted by the National Geodetic Survey in June 1991..
 JV0246
 JV0246.The geoid height was determined by GEOID03.
 JV0246
 JV0246.The dynamic height is computed by dividing the NAVD 88
 JV0246.geopotential number by the normal gravity value computed on the
 JV0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0246.degrees latitude (g = 980.6199 gals.).
 JV0246
 JV0246.The modeled gravity was interpolated from observed gravity values.
 JV0246
 JV0246;                    North         East    Units  Estimated Accuracy
 JV0246;SPC PA S     -    73,830.      745,830.      MT  (+/- 180 meters Scaled)
 JV0246
 JV0246                          SUPERSEDED SURVEY CONTROL
 JV0246
 JV0246  NGVD 29 (??/??/??)  152.613  (m)          500.70   (f) ADJUSTED    2 0
 JV0246
 JV0246.Superseded values are not recommended for survey control.
 JV0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0246.See file dsdata.txt to determine how the superseded data were derived.
 JV0246
 JV0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK109266(NAD 83)
 JV0246_MARKER: B = BOLT
 JV0246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV0246_SP_SET: CULVERT
 JV0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV0246
 JV0246  HISTORY     - Date     Condition        Report By
 JV0246  HISTORY     - UNK      MONUMENTED       PRR
 JV0246  HISTORY     - 1966     MARK NOT FOUND   CGS
 JV0246
 JV0246                          STATION DESCRIPTION
 JV0246
 JV0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JV0246'0.5 MI W FROM GAP.
 JV0246'ABOUT 0.5 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JV0246'OLD STATION AT GAP, LANCASTER COUNTY, AT A STONE CULVERT,
 JV0246'IN THE TOP OF THE EAST END OF THE HEAD WALL, 7 FEET SOUTH OF THE
 JV0246'CENTER LINE OF THE TRACK, AND ABOUT 4 FEET LOWER THAN THE
 JV0246'TRACK.  A COPPER BOLT.  NOTE-- ELEVATION WILL BE DERIVED FROM THE
 JV0246'LEVELING OF 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2357 ***********************************************************************
 KW2357  DESIGNATION -  592 PADH
 KW2357  PID         -  KW2357
 KW2357  STATE/COUNTY-  PA/MIFFLIN
 KW2357  USGS QUAD   -  BURNHAM (1973)
 KW2357
 KW2357                         *CURRENT SURVEY CONTROL
 KW2357  ___________________________________________________________________
 KW2357* NAD 83(1986)-  40 39 44.     (N)    077 35 40.     (W)     SCALED    
 KW2357* NAVD 88     -       180.340  (meters)     591.67   (feet)  ADJUSTED  
 KW2357  ___________________________________________________________________
 KW2357  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 KW2357  DYNAMIC HT  -         180.252 (meters)     591.38  (feet)  COMP
 KW2357  MODELED GRAV-     980,134.4   (mgal)                       NAVD 88
 KW2357
 KW2357  VERT ORDER  -  SECOND    CLASS 0
 KW2357
 KW2357.The horizontal coordinates were scaled from a topographic map and have
 KW2357.an estimated accuracy of +/- 6 seconds.
 KW2357
 KW2357.The orthometric height was determined by differential leveling
 KW2357.and adjusted by the National Geodetic Survey in June 1991..
 KW2357
 KW2357.The geoid height was determined by GEOID03.
 KW2357
 KW2357.The dynamic height is computed by dividing the NAVD 88
 KW2357.geopotential number by the normal gravity value computed on the
 KW2357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2357.degrees latitude (g = 980.6199 gals.).
 KW2357
 KW2357.The modeled gravity was interpolated from observed gravity values.
 KW2357
 KW2357;                    North         East    Units  Estimated Accuracy
 KW2357;SPC PA S     -   147,570.      613,150.      MT  (+/- 180 meters Scaled)
 KW2357
 KW2357                          SUPERSEDED SURVEY CONTROL
 KW2357
 KW2357  NGVD 29 (??/??/??)  180.549  (m)          592.35   (f) ADJUSTED    2 0
 KW2357
 KW2357.Superseded values are not recommended for survey control.
 KW2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2357.See file dsdata.txt to determine how the superseded data were derived.
 KW2357
 KW2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL806044(NAD 83)
 KW2357_MARKER: DD = SURVEY DISK
 KW2357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2357_SP_SET: ABUTMENT
 KW2357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2357
 KW2357  HISTORY     - Date     Condition        Report By
 KW2357  HISTORY     - UNK      MONUMENTED       PADH
 KW2357  HISTORY     - 1941     GOOD             CGS
 KW2357
 KW2357                          STATION DESCRIPTION
 KW2357
 KW2357'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW2357'AT REEDSVILLE.
 KW2357'AT REEDSVILLE, MIFFLIN COUNTY, ON U.S. HIGHWAY 322, ABOUT 100
 KW2357'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE PENNSYLVANIA
 KW2357'RAILROAD STATION, AT A LARGE CONCRETE BRIDGE, IN THE TOP OF THE
 KW2357'EAST CORNER OF THE SOUTH ABUTMENT, 2 FEET NORTH OF THE SOUTHEAST
 KW2357'CONCRETE POST, AND 23 FEET EAST OF THE CENTER LINE OF THE
 KW2357'HIGHWAY.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3252 ***********************************************************************
 JV3252  DESIGNATION -  59.67 PRR
 JV3252  PID         -  JV3252
 JV3252  STATE/COUNTY-  PA/FRANKLIN
 JV3252  USGS QUAD   -  GREENCASTLE (1990)
 JV3252
 JV3252                         *CURRENT SURVEY CONTROL
 JV3252  ___________________________________________________________________
 JV3252* NAD 83(1986)-  39 50 20.     (N)    077 42 16.     (W)     SCALED    
 JV3252* NAVD 88     -       188.365  (meters)     617.99   (feet)  ADJUSTED  
 JV3252  ___________________________________________________________________
 JV3252  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 JV3252  DYNAMIC HT  -         188.257 (meters)     617.64  (feet)  COMP
 JV3252  MODELED GRAV-     980,046.1   (mgal)                       NAVD 88
 JV3252
 JV3252  VERT ORDER  -  FIRST     CLASS II
 JV3252
 JV3252.The horizontal coordinates were scaled from a topographic map and have
 JV3252.an estimated accuracy of +/- 6 seconds.
 JV3252
 JV3252.The orthometric height was determined by differential leveling
 JV3252.and adjusted by the National Geodetic Survey in June 1991..
 JV3252
 JV3252.The geoid height was determined by GEOID03.
 JV3252
 JV3252.The dynamic height is computed by dividing the NAVD 88
 JV3252.geopotential number by the normal gravity value computed on the
 JV3252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3252.degrees latitude (g = 980.6199 gals.).
 JV3252
 JV3252.The modeled gravity was interpolated from observed gravity values.
 JV3252
 JV3252;                    North         East    Units  Estimated Accuracy
 JV3252;SPC PA S     -    56,140.      603,900.      MT  (+/- 180 meters Scaled)
 JV3252
 JV3252                          SUPERSEDED SURVEY CONTROL
 JV3252
 JV3252  NGVD 29 (??/??/??)  188.537  (m)          618.56   (f) ADJUSTED    1 2
 JV3252
 JV3252.Superseded values are not recommended for survey control.
 JV3252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3252.See file dsdata.txt to determine how the superseded data were derived.
 JV3252
 JV3252_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK685133(NAD 83)
 JV3252_MARKER: B = BOLT
 JV3252_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3252_SP_SET: BRIDGE
 JV3252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3252
 JV3252  HISTORY     - Date     Condition        Report By
 JV3252  HISTORY     - UNK      MONUMENTED       PRR
 JV3252  HISTORY     - 1960     GOOD             CGS
 JV3252
 JV3252                          STATION DESCRIPTION
 JV3252
 JV3252'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JV3252'1.3 MI S FROM KAUFFMAN.
 JV3252'1.3 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JV3252'AT MARION, FRANKLIN COUNTY, 10 POLES NORTH OF HIGHWAY UNDERPASS
 JV3252'AT KAUFFMAN, AT BRIDGE 59.67, AND IN THE TOP OF THE WEST CONCRETE
 JV3252'WALL.  A BRASS BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1911 ***********************************************************************
 KW1911  DESIGNATION -  598 USGS
 KW1911  PID         -  KW1911
 KW1911  STATE/COUNTY-  PA/PERRY
 KW1911  USGS QUAD   -  WERTZVILLE (1987)
 KW1911
 KW1911                         *CURRENT SURVEY CONTROL
 KW1911  ___________________________________________________________________
 KW1911* NAD 83(1986)-  40 19 33.     (N)    077 03 47.     (W)     SCALED    
 KW1911* NAVD 88     -       182.071  (meters)     597.34   (feet)  ADJUSTED  
 KW1911  ___________________________________________________________________
 KW1911  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KW1911  DYNAMIC HT  -         181.981 (meters)     597.05  (feet)  COMP
 KW1911  MODELED GRAV-     980,123.9   (mgal)                       NAVD 88
 KW1911
 KW1911  VERT ORDER  -  SECOND    CLASS 0
 KW1911
 KW1911.The horizontal coordinates were scaled from a topographic map and have
 KW1911.an estimated accuracy of +/- 6 seconds.
 KW1911
 KW1911.The orthometric height was determined by differential leveling
 KW1911.and adjusted by the National Geodetic Survey in June 1991..
 KW1911
 KW1911.The geoid height was determined by GEOID03.
 KW1911
 KW1911.The dynamic height is computed by dividing the NAVD 88
 KW1911.geopotential number by the normal gravity value computed on the
 KW1911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1911.degrees latitude (g = 980.6199 gals.).
 KW1911
 KW1911.The modeled gravity was interpolated from observed gravity values.
 KW1911
 KW1911;                    North         East    Units  Estimated Accuracy
 KW1911;SPC PA S     -   110,430.      658,380.      MT  (+/- 180 meters Scaled)
 KW1911
 KW1911                          SUPERSEDED SURVEY CONTROL
 KW1911
 KW1911  NGVD 29 (??/??/??)  182.290  (m)          598.06   (f) ADJUSTED    2 0
 KW1911
 KW1911.Superseded values are not recommended for survey control.
 KW1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1911.See file dsdata.txt to determine how the superseded data were derived.
 KW1911
 KW1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK247659(NAD 83)
 KW1911_MARKER: DD = SURVEY DISK
 KW1911_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1911_SP_SET: BUILDING
 KW1911_STAMPING: 598 ADJ 1903
 KW1911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1911
 KW1911  HISTORY     - Date     Condition        Report By
 KW1911  HISTORY     - 1903     MONUMENTED       USGS
 KW1911  HISTORY     - 1942     GOOD             CGS
 KW1911
 KW1911                          STATION DESCRIPTION
 KW1911
 KW1911'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1911'6.6 MI SW FROM DUNCANNON.
 KW1911'1.6 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1911'STATION AT DUNCANNON, THENCE 4.9 MILES SOUTHWEST ALONG THE OLD
 KW1911'COUNTY ROAD, THENCE 0.1 MILE WEST ALONG STATE HIGHWAY NO. 850,
 KW1911'SET IN THE WEST FACE AT THE NORTHWEST CORNER OF THE COUNTRY
 KW1911'SCHOOL, 48.3 FEET SOUTH OF THE CENTER-LINE OF THE HIGHWAY, 61
 KW1911'FEET SOUTH OF TELEPHONE POLE PAINTED 6-45, 24.7 FEET SOUTH OF THE
 KW1911'RIGHT-OF-WAY FENCE, 6.6 FEET EAST OF THE NORTH-SOUTH FENCE LINE,
 KW1911'1.9 FEET ABOVE GROUND LEVEL.  A STANDARD U.S. GEOLOGICAL SURVEY
 KW1911'DISK, SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1912 ***********************************************************************
 KW1912  DESIGNATION -  598 USGS RESET 1961
 KW1912  PID         -  KW1912
 KW1912  STATE/COUNTY-  PA/PERRY
 KW1912  USGS QUAD   -  WERTZVILLE (1987)
 KW1912
 KW1912                         *CURRENT SURVEY CONTROL
 KW1912  ___________________________________________________________________
 KW1912* NAD 83(1986)-  40 19 33.     (N)    077 03 47.     (W)     SCALED    
 KW1912* NAVD 88     -       175.33   (+/-2cm)     575.2    (feet)  VERTCON   
 KW1912  ___________________________________________________________________
 KW1912  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KW1912
 KW1912  VERT ORDER  -  THIRD (See Below)
 KW1912
 KW1912.The horizontal coordinates were scaled from a topographic map and have
 KW1912.an estimated accuracy of +/- 6 seconds.
 KW1912
 KW1912.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW1912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW1912.The vertical order pertains to the NGVD 29 superseded value.
 KW1912
 KW1912.The geoid height was determined by GEOID03.
 KW1912
 KW1912;                    North         East    Units  Estimated Accuracy
 KW1912;SPC PA S     -   110,430.      658,380.      MT  (+/- 180 meters Scaled)
 KW1912
 KW1912                          SUPERSEDED SURVEY CONTROL
 KW1912
 KW1912  NGVD 29 (??/??/??)  175.54   (m)          575.9    (f) RESET       3  
 KW1912
 KW1912.Superseded values are not recommended for survey control.
 KW1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1912.See file dsdata.txt to determine how the superseded data were derived.
 KW1912
 KW1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK247659(NAD 83)
 KW1912_MARKER: DD = SURVEY DISK
 KW1912_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1912_SP_SET: DROP INLET
 KW1912_STAMPING: 598 RESET 1961
 KW1912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW1912+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2006
 KW1912
 KW1912  HISTORY     - Date     Condition        Report By
 KW1912  HISTORY     - 1961     MONUMENTED       USGS
 KW1912  HISTORY     - 1962     GOOD             CGS
 KW1912  HISTORY     - 20060508 GOOD             GEOCAC
 KW1912
 KW1912                          STATION DESCRIPTION
 KW1912
 KW1912'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KW1912'6.5 MI SE FROM DUNCANNON.
 KW1912'1.6 MILE SOUTHEAST ALONG PENNSYLVANIA RAILROAD FROM THE STATION
 KW1912'AT DUNCANNON, THEN 4.9 MILES SOUTHWEST ALONG THE OLD COUNTY ROAD,
 KW1912'THENCE 315.0 FEET WEST ALONG STATE HIGHWAY 850, AND SET IN THE
 KW1912'SOUTHEAST CORNER OF CONCRETE DROP INLET, 16.5 FEET SOUTH OF
 KW1912'THE CENTERLINE OF THE HIGHWAY AND BEING THE ELEVATION OF THE
 KW1912'CENTERLINE OF THE HIGHWAY.
 KW1912
 KW1912                          STATION RECOVERY (2006)
 KW1912
 KW1912'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW1912'OLD COUNTY ROAD MENTIONED IN PREVIOUS DESCRIPTION IS NOW KNOWN AS COVE
 KW1912'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0477 ***********************************************************************
 JW0477  DESIGNATION -  6
 JW0477  PID         -  JW0477
 JW0477  STATE/COUNTY-  PA/BEDFORD
 JW0477  USGS QUAD   -  HYNDMAN (1977)
 JW0477
 JW0477                         *CURRENT SURVEY CONTROL
 JW0477  ___________________________________________________________________
 JW0477* NAD 83(1986)-  39 50 50.     (N)    078 42 48.     (W)     SCALED    
 JW0477* NAVD 88     -       305.575  (meters)    1002.54   (feet)  ADJUSTED  
 JW0477  ___________________________________________________________________
 JW0477  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 JW0477  DYNAMIC HT  -         305.391 (meters)    1001.94  (feet)  COMP
 JW0477  MODELED GRAV-     980,018.7   (mgal)                       NAVD 88
 JW0477
 JW0477  VERT ORDER  -  SECOND    CLASS 0
 JW0477
 JW0477.The horizontal coordinates were scaled from a topographic map and have
 JW0477.an estimated accuracy of +/- 6 seconds.
 JW0477
 JW0477.The orthometric height was determined by differential leveling
 JW0477.and adjusted by the National Geodetic Survey in June 1991..
 JW0477
 JW0477.The geoid height was determined by GEOID03.
 JW0477
 JW0477.The dynamic height is computed by dividing the NAVD 88
 JW0477.geopotential number by the normal gravity value computed on the
 JW0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0477.degrees latitude (g = 980.6199 gals.).
 JW0477
 JW0477.The modeled gravity was interpolated from observed gravity values.
 JW0477
 JW0477;                    North         East    Units  Estimated Accuracy
 JW0477;SPC PA S     -    57,510.      517,560.      MT  (+/- 180 meters Scaled)
 JW0477
 JW0477                          SUPERSEDED SURVEY CONTROL
 JW0477
 JW0477  NGVD 29 (??/??/92)  305.744  (m)         1003.10   (f) ADJ UNCH    2 0
 JW0477
 JW0477.Superseded values are not recommended for survey control.
 JW0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0477.See file dsdata.txt to determine how the superseded data were derived.
 JW0477
 JW0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE956133(NAD 83)
 JW0477_MARKER: B = BOLT
 JW0477_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0477_SP_SET: BRIDGE
 JW0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0477
 JW0477  HISTORY     - Date     Condition        Report By
 JW0477  HISTORY     - UNK      MONUMENTED       CGS
 JW0477  HISTORY     - 1935     GOOD             NGS
 JW0477
 JW0477                          STATION DESCRIPTION
 JW0477
 JW0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0477'1.9 MI N FROM HYNDMAN.
 JW0477'ABOUT 1.9 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JW0477'STATION AT HYNDMAN, BEDFORD COUNTY, AT BRIDGE 67.00 OVER LITTLE
 JW0477'WILLIS CREEK, BETWEEN THE EAST RAIL AND THE STEEL SPAN, IN THE
 JW0477'TOP OF THE EAST END OF THE SOUTH BRIDGE SEAT, AND 5 FEET EAST OF
 JW0477'THE CENTER LINE OF THE TRACK.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0945 ***********************************************************************
 KX0945  DESIGNATION -  6
 KX0945  PID         -  KX0945
 KX0945  STATE/COUNTY-  PA/CLARION
 KX0945  USGS QUAD   -  TEMPLETON (1993)
 KX0945
 KX0945                         *CURRENT SURVEY CONTROL
 KX0945  ___________________________________________________________________
 KX0945* NAD 83(1986)-  40 58 57.     (N)    079 29 40.     (W)     SCALED    
 KX0945* NAVD 88     -       274.593  (meters)     900.89   (feet)  ADJUSTED  
 KX0945  ___________________________________________________________________
 KX0945  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KX0945  DYNAMIC HT  -         274.460 (meters)     900.46  (feet)  COMP
 KX0945  MODELED GRAV-     980,133.0   (mgal)                       NAVD 88
 KX0945
 KX0945  VERT ORDER  -  SECOND    CLASS 0
 KX0945
 KX0945.The horizontal coordinates were scaled from a topographic map and have
 KX0945.an estimated accuracy of +/- 6 seconds.
 KX0945
 KX0945.The orthometric height was determined by differential leveling
 KX0945.and adjusted by the National Geodetic Survey in June 1991..
 KX0945
 KX0945.The geoid height was determined by GEOID03.
 KX0945
 KX0945.The dynamic height is computed by dividing the NAVD 88
 KX0945.geopotential number by the normal gravity value computed on the
 KX0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0945.degrees latitude (g = 980.6199 gals.).
 KX0945
 KX0945.The modeled gravity was interpolated from observed gravity values.
 KX0945
 KX0945;                    North         East    Units  Estimated Accuracy
 KX0945;SPC PA N     -    92,080.      453,200.      MT  (+/- 180 meters Scaled)
 KX0945
 KX0945                          SUPERSEDED SURVEY CONTROL
 KX0945
 KX0945  NGVD 29 (??/??/92)  274.761  (m)          901.45   (f) ADJ UNCH    2 0
 KX0945
 KX0945.Superseded values are not recommended for survey control.
 KX0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0945.See file dsdata.txt to determine how the superseded data were derived.
 KX0945
 KX0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF266379(NAD 83)
 KX0945_MARKER: Q = CHISELED SQUARE
 KX0945_SETTING: 66 = SET IN ROCK OUTCROP
 KX0945_SP_SET: ROCK OUTCROP
 KX0945_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX0945+STABILITY: POSITION/ELEVATION WELL
 KX0945
 KX0945  HISTORY     - Date     Condition        Report By
 KX0945  HISTORY     - UNK      MONUMENTED       PRR
 KX0945  HISTORY     - 1935     GOOD             NGS
 KX0945
 KX0945                          STATION DESCRIPTION
 KX0945
 KX0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0945'1.1 MI W FROM LAWSONHAM.
 KX0945'1.1 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0945'AT LAWSONHAM, CLARION COUNTY, ABOUT 1,570 FEET WEST OF MILEPOST 5,
 KX0945'IN THE TOP OF A ROCK OUTCROP PAINTED U.S., 10 FEET NORTH OF THE
 KX0945'CENTER LINE OF THE TRACK, AND ABOUT 2 FEET HIGHER THAN THE TOP OF
 KX0945'THE RAIL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1445 ***********************************************************************
 MA1445  DESIGNATION -  6 97
 MA1445  PID         -  MA1445
 MA1445  STATE/COUNTY-  PA/VENANGO
 MA1445  USGS QUAD   -  OIL CITY (1977)
 MA1445
 MA1445                         *CURRENT SURVEY CONTROL
 MA1445  ___________________________________________________________________
 MA1445* NAD 83(1986)-  41 23 41.     (N)    079 38 41.     (W)     SCALED    
 MA1445* NAVD 88     -       431.346  (meters)    1415.17   (feet)  ADJUSTED  
 MA1445  ___________________________________________________________________
 MA1445  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 MA1445  DYNAMIC HT  -         431.151 (meters)    1414.53  (feet)  COMP
 MA1445  MODELED GRAV-     980,158.7   (mgal)                       NAVD 88
 MA1445
 MA1445  VERT ORDER  -  SECOND    CLASS 0
 MA1445
 MA1445.The horizontal coordinates were scaled from a topographic map and have
 MA1445.an estimated accuracy of +/- 6 seconds.
 MA1445
 MA1445.The orthometric height was determined by differential leveling
 MA1445.and adjusted by the National Geodetic Survey in June 1991..
 MA1445
 MA1445.The geoid height was determined by GEOID03.
 MA1445
 MA1445.The dynamic height is computed by dividing the NAVD 88
 MA1445.geopotential number by the normal gravity value computed on the
 MA1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1445.degrees latitude (g = 980.6199 gals.).
 MA1445
 MA1445.The modeled gravity was interpolated from observed gravity values.
 MA1445
 MA1445;                    North         East    Units  Estimated Accuracy
 MA1445;SPC PA N     -   138,110.      441,560.      MT  (+/- 180 meters Scaled)
 MA1445
 MA1445                          SUPERSEDED SURVEY CONTROL
 MA1445
 MA1445  NGVD 29 (??/??/92)  431.516  (m)         1415.73   (f) ADJ UNCH    2 0
 MA1445
 MA1445.Superseded values are not recommended for survey control.
 MA1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1445.See file dsdata.txt to determine how the superseded data were derived.
 MA1445
 MA1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF133834(NAD 83)
 MA1445_MARKER: DD = SURVEY DISK
 MA1445_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1445_SP_SET: BRIDGE
 MA1445_STAMPING: 1920
 MA1445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1445
 MA1445  HISTORY     - Date     Condition        Report By
 MA1445  HISTORY     - 1920     MONUMENTED       PADH
 MA1445  HISTORY     - 1935     GOOD             NGS
 MA1445
 MA1445                          STATION DESCRIPTION
 MA1445
 MA1445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1445'4.4 MI E FROM OIL CITY.
 MA1445'ABOUT 4.4 MILES EAST ALONG U.S. HIGHWAY 62 AND STATE HIGHWAY 157
 MA1445'FROM OIL CITY, VENANGO COUNTY, AT STATION 6+97, AT A 10-FOOT
 MA1445'CONCRETE-SLAB BRIDGE OVER A SMALL CREEK, IN THE TOP OF THE
 MA1445'SOUTHWEST WING WALL, ABOUT 63 FEET EAST OF POLE L 30, 13 FEET
 MA1445'SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH
 MA1445'THE ROADWAY.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD
 MA1445'DISK, STAMPED 1920.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0992 ***********************************************************************
 KY0992  DESIGNATION -  6 BR
 KY0992  PID         -  KY0992
 KY0992  STATE/COUNTY-  PA/WASHINGTON
 KY0992  USGS QUAD   -  VALLEY GROVE (1981)
 KY0992
 KY0992                         *CURRENT SURVEY CONTROL
 KY0992  ___________________________________________________________________
 KY0992* NAD 83(1986)-  40 06 57.     (N)    080 30 50.     (W)     SCALED    
 KY0992* NAVD 88     -       402.155  (meters)    1319.40   (feet)  ADJUSTED  
 KY0992  ___________________________________________________________________
 KY0992  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KY0992  DYNAMIC HT  -         401.928 (meters)    1318.66  (feet)  COMP
 KY0992  MODELED GRAV-     980,050.3   (mgal)                       NAVD 88
 KY0992
 KY0992  VERT ORDER  -  SECOND    CLASS 0
 KY0992
 KY0992.The horizontal coordinates were scaled from a topographic map and have
 KY0992.an estimated accuracy of +/- 6 seconds.
 KY0992
 KY0992.The orthometric height was determined by differential leveling
 KY0992.and adjusted by the National Geodetic Survey in June 1991..
 KY0992
 KY0992.The geoid height was determined by GEOID03.
 KY0992
 KY0992.The dynamic height is computed by dividing the NAVD 88
 KY0992.geopotential number by the normal gravity value computed on the
 KY0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0992.degrees latitude (g = 980.6199 gals.).
 KY0992
 KY0992.The modeled gravity was interpolated from observed gravity values.
 KY0992
 KY0992;                    North         East    Units  Estimated Accuracy
 KY0992;SPC PA S     -    90,570.      364,420.      MT  (+/- 180 meters Scaled)
 KY0992
 KY0992                          SUPERSEDED SURVEY CONTROL
 KY0992
 KY0992  NGVD 29 (??/??/92)  402.302  (m)         1319.89   (f) ADJ UNCH    2 0
 KY0992
 KY0992.Superseded values are not recommended for survey control.
 KY0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0992.See file dsdata.txt to determine how the superseded data were derived.
 KY0992
 KY0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE414407(NAD 83)
 KY0992_MARKER: DD = SURVEY DISK
 KY0992_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0992_SP_SET: CULVERT
 KY0992_STAMPING: 1320 TT 6 BR 1952
 KY0992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0992
 KY0992  HISTORY     - Date     Condition        Report By
 KY0992  HISTORY     - 1952     MONUMENTED       USGS
 KY0992  HISTORY     - 1957     GOOD             NGS
 KY0992
 KY0992                          STATION DESCRIPTION
 KY0992
 KY0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0992'0.6 MI N FROM WEST ALEXANDER.
 KY0992'ABOUT 0.55 MILE NORTH ALONG AN ASPHALT ROAD LEADING TO AVELLA
 KY0992'VIA DUNSFORT FROM THE JUNCTION OF U.S. HIGHWAY 40 AT WEST
 KY0992'ALEXANDER, AT THE Y JUNCTION OF A BLACK TOP ROAD LEADING
 KY0992'NORTHWEST, 28 1/2 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION,
 KY0992'20 FEET SOUTHEAST OF TH CENTER OF A DRIVE LEADING TO A BARN, 10
 KY0992'FEET SOUTHEAST OF A POWER LINE BRACE POLE, 37 1/2 FEET NORTHWEST
 KY0992'OF TELEPHONE POLE NO. 2-33, 61 1/2 FEET SOUTH OF AND ACROSS THE
 KY0992'ROAD FROM A CHISELED SQUARE IN ANGLE SHAPED CONCRETE HEADWALL
 KY0992'OF A 2-FOOT CONCRETE CULVERT, 71 FEET SOUTHEAST OF THE EAST
 KY0992'CORNER OF A PORCH OF A 2-STORY FARM HOUSE, 4 FEET ABOVE THE LEVEL
 KY0992'OF THE ROAD JUNCTION AND SET IN THE TOP OF A CONCRETE POST
 KY0992'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0873 ***********************************************************************
 KW0873  DESIGNATION -  6 PRR
 KW0873  PID         -  KW0873
 KW0873  STATE/COUNTY-  PA/DAUPHIN
 KW0873  USGS QUAD   -  HARRISBURG WEST (1987)
 KW0873
 KW0873                         *CURRENT SURVEY CONTROL
 KW0873  ___________________________________________________________________
 KW0873* NAD 83(1986)-  40 20 07.     (N)    076 54 15.     (W)     SCALED    
 KW0873* NAVD 88     -       106.446  (meters)     349.23   (feet)  ADJUSTED  
 KW0873  ___________________________________________________________________
 KW0873  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 KW0873  DYNAMIC HT  -         106.393 (meters)     349.06  (feet)  COMP
 KW0873  MODELED GRAV-     980,133.5   (mgal)                       NAVD 88
 KW0873
 KW0873  VERT ORDER  -  FIRST     CLASS I
 KW0873
 KW0873.The horizontal coordinates were scaled from a topographic map and have
 KW0873.an estimated accuracy of +/- 6 seconds.
 KW0873
 KW0873.The orthometric height was determined by differential leveling
 KW0873.and adjusted by the National Geodetic Survey in June 1991..
 KW0873.WARNING-Repeat measurements at this control monument indicate possible
 KW0873.vertical movement.
 KW0873
 KW0873.The geoid height was determined by GEOID03.
 KW0873
 KW0873.The dynamic height is computed by dividing the NAVD 88
 KW0873.geopotential number by the normal gravity value computed on the
 KW0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0873.degrees latitude (g = 980.6199 gals.).
 KW0873
 KW0873.The modeled gravity was interpolated from observed gravity values.
 KW0873
 KW0873;                    North         East    Units  Estimated Accuracy
 KW0873;SPC PA S     -   111,600.      671,870.      MT  (+/- 180 meters Scaled)
 KW0873
 KW0873                          SUPERSEDED SURVEY CONTROL
 KW0873
 KW0873  NGVD 29 (??/??/??)  106.660  (m)          349.93   (f) ADJUSTED    1 1
 KW0873
 KW0873.Superseded values are not recommended for survey control.
 KW0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0873.See file dsdata.txt to determine how the superseded data were derived.
 KW0873
 KW0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK382667(NAD 83)
 KW0873_MARKER: B = BOLT
 KW0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0873_SP_SET: STONE RETAINING WALL
 KW0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0873+STABILITY: SURFACE MOTION
 KW0873_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0873+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 KW0873
 KW0873  HISTORY     - Date     Condition        Report By
 KW0873  HISTORY     - UNK      MONUMENTED       PRR
 KW0873  HISTORY     - 1966     GOOD             CGS
 KW0873  HISTORY     - 20010108 MARK NOT FOUND   PADT
 KW0873  HISTORY     - 20060904 GOOD             GEOCAC
 KW0873
 KW0873                          STATION DESCRIPTION
 KW0873
 KW0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0873'5.2 MI N FROM HARRISBURG.
 KW0873'ABOUT 5.15 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW0873'STATION AT HARRISBURG, SET IN THE TOP OF THE STONE RETAINING
 KW0873'WALL WHICH FORMS AN ARCH FOR A STAIRWAY AT THE EAST END OF THE
 KW0873'ROCKVILLE RAILROAD BRIDGE OVER THE SUSQUEHANNA RIVER, 24 1/2
 KW0873'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK,
 KW0873'7 FEET EAST OF THE EAST STONE ABUTMENT OF THE BRIDGE, 3.6 FEET
 KW0873'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A METAL BATTERY BOX,
 KW0873'9 FEET WEST OF BENCH MARK F 144, AND ABOUT 3 FEET BELOW THE
 KW0873'LEVEL OF THE TRACK.
 KW0873
 KW0873                          STATION RECOVERY (2001)
 KW0873
 KW0873'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (SMM)
 KW0873'MARK NOT FOUND.
 KW0873
 KW0873                          STATION RECOVERY (2006)
 KW0873
 KW0873'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1608 ***********************************************************************
 JV1608  DESIGNATION -  6 PRR
 JV1608  PID         -  JV1608
 JV1608  STATE/COUNTY-  PA/YORK
 JV1608  USGS QUAD   -  RED LION (1973)
 JV1608
 JV1608                         *CURRENT SURVEY CONTROL
 JV1608  ___________________________________________________________________
 JV1608* NAD 83(1986)-  39 59 52.     (N)    076 36 37.     (W)     SCALED    
 JV1608* NAVD 88     -       108.505  (meters)     355.99   (feet)  ADJUSTED  
 JV1608  ___________________________________________________________________
 JV1608  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JV1608  DYNAMIC HT  -         108.448 (meters)     355.80  (feet)  COMP
 JV1608  MODELED GRAV-     980,107.3   (mgal)                       NAVD 88
 JV1608
 JV1608  VERT ORDER  -  SECOND    CLASS 0
 JV1608
 JV1608.The horizontal coordinates were scaled from a topographic map and have
 JV1608.an estimated accuracy of +/- 6 seconds.
 JV1608
 JV1608.The orthometric height was determined by differential leveling
 JV1608.and adjusted by the National Geodetic Survey in June 1991..
 JV1608
 JV1608.The geoid height was determined by GEOID03.
 JV1608
 JV1608.The dynamic height is computed by dividing the NAVD 88
 JV1608.geopotential number by the normal gravity value computed on the
 JV1608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1608.degrees latitude (g = 980.6199 gals.).
 JV1608
 JV1608.The modeled gravity was interpolated from observed gravity values.
 JV1608
 JV1608;                    North         East    Units  Estimated Accuracy
 JV1608;SPC PA S     -    74,400.      697,330.      MT  (+/- 180 meters Scaled)
 JV1608
 JV1608                          SUPERSEDED SURVEY CONTROL
 JV1608
 JV1608  NGVD 29 (??/??/??)  108.758  (m)          356.82   (f) ADJUSTED    2 0
 JV1608
 JV1608.Superseded values are not recommended for survey control.
 JV1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1608.See file dsdata.txt to determine how the superseded data were derived.
 JV1608
 JV1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK625287(NAD 83)
 JV1608_MARKER: B = BOLT
 JV1608_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1608_SP_SET: BRIDGE
 JV1608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1608
 JV1608  HISTORY     - Date     Condition        Report By
 JV1608  HISTORY     - UNK      MONUMENTED       PRR
 JV1608  HISTORY     - 1935     GOOD             CGS
 JV1608  HISTORY     - 1942     GOOD             CGS
 JV1608
 JV1608                          STATION DESCRIPTION
 JV1608
 JV1608'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1608'5.3 MI W FROM WRIGHTSVILLE.
 JV1608'5.3 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JV1608'AT WRIGHTSVILLE, YORK COUNTY, ABOUT 0.4 MILE SOUTH OF THE STATION
 JV1608'AT HELLAM, AT BRIDGE 6.53 OVER CREITZ CREEK, IN THE TOP OF THE
 JV1608'NORTH END OF THE WEST ABUTMENT, AND 10 FEET NORTH OF THE CENTER
 JV1608'LINE OF THE TRACK.  A COPPER BOLT.
 JV1608
 JV1608                          STATION RECOVERY (1942)
 JV1608
 JV1608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 JV1608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0067 ***********************************************************************
 JV0067  DESIGNATION -  6 W USGS
 JV0067  PID         -  JV0067
 JV0067  STATE/COUNTY-  PA/LANCASTER
 JV0067  USGS QUAD   -  HOLTWOOD (1990)
 JV0067
 JV0067                         *CURRENT SURVEY CONTROL
 JV0067  ___________________________________________________________________
 JV0067* NAD 83(1986)-  39 49 38.     (N)    076 19 51.     (W)     SCALED    
 JV0067* NAVD 88     -        56.349  (meters)     184.87   (feet)  ADJUSTED  
 JV0067  ___________________________________________________________________
 JV0067  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JV0067  DYNAMIC HT  -          56.320 (meters)     184.78  (feet)  COMP
 JV0067  MODELED GRAV-     980,122.1   (mgal)                       NAVD 88
 JV0067
 JV0067  VERT ORDER  -  SECOND    CLASS 0
 JV0067
 JV0067.The horizontal coordinates were scaled from a topographic map and have
 JV0067.an estimated accuracy of +/- 6 seconds.
 JV0067
 JV0067.The orthometric height was determined by differential leveling
 JV0067.and adjusted by the National Geodetic Survey in June 1991..
 JV0067
 JV0067.The geoid height was determined by GEOID03.
 JV0067
 JV0067.The dynamic height is computed by dividing the NAVD 88
 JV0067.geopotential number by the normal gravity value computed on the
 JV0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0067.degrees latitude (g = 980.6199 gals.).
 JV0067
 JV0067.The modeled gravity was interpolated from observed gravity values.
 JV0067
 JV0067;                    North         East    Units  Estimated Accuracy
 JV0067;SPC PA S     -    55,820.      721,490.      MT  (+/- 180 meters Scaled)
 JV0067
 JV0067                          SUPERSEDED SURVEY CONTROL
 JV0067
 JV0067  NGVD 29 (??/??/??)   56.601  (m)          185.70   (f) ADJUSTED    2 0
 JV0067
 JV0067.Superseded values are not recommended for survey control.
 JV0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0067.See file dsdata.txt to determine how the superseded data were derived.
 JV0067
 JV0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK861094(NAD 83)
 JV0067_MARKER: DD = SURVEY DISK
 JV0067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV0067_SP_SET: CONCRETE
 JV0067_STAMPING: NO 6 W 1926
 JV0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV0067
 JV0067  HISTORY     - Date     Condition        Report By
 JV0067  HISTORY     - 1926     MONUMENTED       USGS
 JV0067  HISTORY     - 1935     GOOD             CGS
 JV0067  HISTORY     - 1979     MARK NOT FOUND   NGS
 JV0067
 JV0067                          STATION DESCRIPTION
 JV0067
 JV0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV0067'AT HOLTWOOD.
 JV0067'AT HOLTWOOD, 100 FT E OF E END OF HYDRO-ELECTRIC POWER STATION,
 JV0067'AT N SIDE OF SQUARE CONCRETE POST AT N SIDE OF WALK LEADING
 JV0067'INTO BUILDING ALONG WINGWALL OF DAM, IN SOLID CONCRETE, BRONZE
 JV0067'TABLET STAMPED NO. 6 W 1926.
 JV0067
 JV0067                          STATION RECOVERY (1979)
 JV0067
 JV0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV0067'NOTE, A RESET MARK WAS ESTABLISHED IN 1937 BUT MARK WAS NEVER
 JV0067'WRITTEN UP AS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0068 ***********************************************************************
 JV0068  DESIGNATION -  6 W USGS RESET 1937
 JV0068  PID         -  JV0068
 JV0068  STATE/COUNTY-  PA/LANCASTER
 JV0068  USGS QUAD   -  HOLTWOOD (1990)
 JV0068
 JV0068                         *CURRENT SURVEY CONTROL
 JV0068  ___________________________________________________________________
 JV0068* NAD 83(1986)-  39 49 39.     (N)    076 19 57.     (W)     SCALED    
 JV0068* NAVD 88     -        56.798  (meters)     186.34   (feet)  ADJUSTED  
 JV0068  ___________________________________________________________________
 JV0068  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JV0068  DYNAMIC HT  -          56.769 (meters)     186.25  (feet)  COMP
 JV0068  MODELED GRAV-     980,122.6   (mgal)                       NAVD 88
 JV0068
 JV0068  VERT ORDER  -  FIRST     CLASS II
 JV0068
 JV0068.The horizontal coordinates were scaled from a topographic map and have
 JV0068.an estimated accuracy of +/- 6 seconds.
 JV0068
 JV0068.The orthometric height was determined by differential leveling
 JV0068.and adjusted by the National Geodetic Survey in June 1991..
 JV0068
 JV0068.The geoid height was determined by GEOID03.
 JV0068
 JV0068.The dynamic height is computed by dividing the NAVD 88
 JV0068.geopotential number by the normal gravity value computed on the
 JV0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0068.degrees latitude (g = 980.6199 gals.).
 JV0068
 JV0068.The modeled gravity was interpolated from observed gravity values.
 JV0068
 JV0068;                    North         East    Units  Estimated Accuracy
 JV0068;SPC PA S     -    55,840.      721,350.      MT  (+/- 180 meters Scaled)
 JV0068
 JV0068                          SUPERSEDED SURVEY CONTROL
 JV0068
 JV0068  NGVD 29 (??/??/??)   57.050  (m)          187.17   (f) ADJUSTED    1 2
 JV0068
 JV0068.Superseded values are not recommended for survey control.
 JV0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0068.See file dsdata.txt to determine how the superseded data were derived.
 JV0068
 JV0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK859094(NAD 83)
 JV0068_MARKER: DD = SURVEY DISK
 JV0068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV0068_SP_SET: FOOTING
 JV0068_STAMPING: 6 W RESET 1937
 JV0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV0068
 JV0068  HISTORY     - Date     Condition        Report By
 JV0068  HISTORY     - 1937     MONUMENTED       PWPCO
 JV0068  HISTORY     - 1955     GOOD             CGS
 JV0068  HISTORY     - 1979     GOOD             NGS
 JV0068
 JV0068                          STATION DESCRIPTION
 JV0068
 JV0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JV0068'AT HOLTWOOD.
 JV0068'AT HOLTWOOD, ON PROPERTY OF PENNSYLVANIA POWER COMPANY, ABOUT
 JV0068'120 YARDS SOUTHWEST OF THE PENNSYLVANIA RAILROAD, EAST OF THE
 JV0068'EAST SIDE OF HYDROELECTRIC POWER HOUSE AND 106 FEET SOUTHEAST OF
 JV0068'NORTHEAST CORNER OF POWER HOUSE, IN THE TOP OF CONCRETE BANISTER
 JV0068'FOOTING OF CONCRETE BANISTER ON TOP OF BULKHEAD.  NOTE-- STAMPED
 JV0068'BY THIS PARTY IN 1955.
 JV0068
 JV0068                          STATION RECOVERY (1979)
 JV0068
 JV0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0340 ***********************************************************************
 LZ0340  DESIGNATION -  6 WA
 LZ0340  PID         -  LZ0340
 LZ0340  STATE/COUNTY-  PA/LYCOMING
 LZ0340  USGS QUAD   -  PICTURE ROCKS (1983)
 LZ0340
 LZ0340                         *CURRENT SURVEY CONTROL
 LZ0340  ___________________________________________________________________
 LZ0340* NAD 83(1986)-  41 18 11.     (N)    076 40 51.     (W)     SCALED    
 LZ0340* NAVD 88     -       212.531  (meters)     697.28   (feet)  ADJUSTED  
 LZ0340  ___________________________________________________________________
 LZ0340  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 LZ0340  DYNAMIC HT  -         212.439 (meters)     696.98  (feet)  COMP
 LZ0340  MODELED GRAV-     980,190.3   (mgal)                       NAVD 88
 LZ0340
 LZ0340  VERT ORDER  -  SECOND    CLASS 0
 LZ0340
 LZ0340.The horizontal coordinates were scaled from a topographic map and have
 LZ0340.an estimated accuracy of +/- 6 seconds.
 LZ0340
 LZ0340.The orthometric height was determined by differential leveling
 LZ0340.and adjusted by the National Geodetic Survey in June 1991..
 LZ0340
 LZ0340.The geoid height was determined by GEOID03.
 LZ0340
 LZ0340.The dynamic height is computed by dividing the NAVD 88
 LZ0340.geopotential number by the normal gravity value computed on the
 LZ0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0340.degrees latitude (g = 980.6199 gals.).
 LZ0340
 LZ0340.The modeled gravity was interpolated from observed gravity values.
 LZ0340
 LZ0340;                    North         East    Units  Estimated Accuracy
 LZ0340;SPC PA N     -   126,750.      689,540.      MT  (+/- 180 meters Scaled)
 LZ0340
 LZ0340                          SUPERSEDED SURVEY CONTROL
 LZ0340
 LZ0340  NGVD 29 (??/??/92)  212.728  (m)          697.93   (f) ADJ UNCH    2 0
 LZ0340
 LZ0340.Superseded values are not recommended for survey control.
 LZ0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0340.See file dsdata.txt to determine how the superseded data were derived.
 LZ0340
 LZ0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL592737(NAD 83)
 LZ0340_MARKER: DD = SURVEY DISK
 LZ0340_SETTING: 66 = SET IN ROCK OUTCROP
 LZ0340_SP_SET: ROCK CUT
 LZ0340_STAMPING: 6 WA PA 1925
 LZ0340_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ0340+STABILITY: POSITION/ELEVATION WELL
 LZ0340
 LZ0340  HISTORY     - Date     Condition        Report By
 LZ0340  HISTORY     - 1925     MONUMENTED       USGS
 LZ0340  HISTORY     - 1969     GOOD             NGS
 LZ0340
 LZ0340                          STATION DESCRIPTION
 LZ0340
 LZ0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ0340'2.8 MI NE FROM PICTURE ROCKS.
 LZ0340'ABOUT 2.8 MILES NORTHEAST ALONG U.S. HIGHWAY 220 FROM THE POST
 LZ0340'OFFICE IN PICTURE ROCKS, 40.5 FEET NORTHWEST AND ACROSS HIGHWAY
 LZ0340'FROM TELEPHONE POLE NO. 464, 16 FEET NORTHWEST OF THE CENTERLINE
 LZ0340'OF THE HIGHWAY, 15 FEET SOUTH OF POWER LINE POLE NO. 26, 2.0
 LZ0340'FEET ABOVE THE GROUND, SET VERTICALLY IN A ROCK CUT AND IS
 LZ0340'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0336 ***********************************************************************
 MA0336  DESIGNATION -  60
 MA0336  PID         -  MA0336
 MA0336  STATE/COUNTY-  PA/ELK
 MA0336  USGS QUAD   -  RATHBUN (1986)
 MA0336
 MA0336                         *CURRENT SURVEY CONTROL
 MA0336  ___________________________________________________________________
 MA0336* NAD 83(1986)-  41 29 05.     (N)    078 26 10.     (W)     SCALED    
 MA0336* NAVD 88     -       399.573  (meters)    1310.93   (feet)  ADJUSTED  
 MA0336  ___________________________________________________________________
 MA0336  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 MA0336  DYNAMIC HT  -         399.400 (meters)    1310.36  (feet)  COMP
 MA0336  MODELED GRAV-     980,178.4   (mgal)                       NAVD 88
 MA0336
 MA0336  VERT ORDER  -  SECOND    CLASS 0
 MA0336
 MA0336.The horizontal coordinates were scaled from a topographic map and have
 MA0336.an estimated accuracy of +/- 6 seconds.
 MA0336
 MA0336.The orthometric height was determined by differential leveling
 MA0336.and adjusted by the National Geodetic Survey in June 1991..
 MA0336
 MA0336.The geoid height was determined by GEOID03.
 MA0336
 MA0336.The dynamic height is computed by dividing the NAVD 88
 MA0336.geopotential number by the normal gravity value computed on the
 MA0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0336.degrees latitude (g = 980.6199 gals.).
 MA0336
 MA0336.The modeled gravity was interpolated from observed gravity values.
 MA0336
 MA0336;                    North         East    Units  Estimated Accuracy
 MA0336;SPC PA N     -   146,600.      542,700.      MT  (+/- 180 meters Scaled)
 MA0336
 MA0336                          SUPERSEDED SURVEY CONTROL
 MA0336
 MA0336  NGVD 29 (??/??/92)  399.728  (m)         1311.44   (f) ADJ UNCH    2 0
 MA0336
 MA0336.Superseded values are not recommended for survey control.
 MA0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0336.See file dsdata.txt to determine how the superseded data were derived.
 MA0336
 MA0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF140957(NAD 83)
 MA0336_MARKER: B = BOLT
 MA0336_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0336_SP_SET: ABUTMENT
 MA0336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0336
 MA0336  HISTORY     - Date     Condition        Report By
 MA0336  HISTORY     - UNK      MONUMENTED       PRR
 MA0336  HISTORY     - 1934     GOOD             NGS
 MA0336
 MA0336                          STATION DESCRIPTION
 MA0336
 MA0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0336'9 MI E FROM ST MARYS.
 MA0336'9 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM ST. MARYS,
 MA0336'ELK COUNTY, AT RATHBUN, AT BRIDGE 137.52, IN THE TOP OF THE
 MA0336'NORTH END OF THE WEST ABUTMENT, 15 FEET NORTH OF THE CENTER
 MA0336'LINE OF THE TRACK, AND ABOUT 4 FEET LOWER THAN THE TOP OF THE
 MA0336'RAIL.  THE TOP OF A COPPER BOLT, MARKED BY THE LETTERS B M 60
 MA0336'IN THE STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0313 ***********************************************************************
 KX0313  DESIGNATION -  60
 KX0313  PID         -  KX0313
 KX0313  STATE/COUNTY-  PA/BLAIR
 KX0313  USGS QUAD   -  ROARING SPRING (1987)
 KX0313
 KX0313                         *CURRENT SURVEY CONTROL
 KX0313  ___________________________________________________________________
 KX0313* NAD 83(1986)-  40 19 19.     (N)    078 26 31.     (W)     SCALED    
 KX0313* NAVD 88     -       328.522  (meters)    1077.83   (feet)  ADJUSTED  
 KX0313  ___________________________________________________________________
 KX0313  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KX0313  DYNAMIC HT  -         328.343 (meters)    1077.24  (feet)  COMP
 KX0313  MODELED GRAV-     980,071.6   (mgal)                       NAVD 88
 KX0313
 KX0313  VERT ORDER  -  SECOND    CLASS 0
 KX0313
 KX0313.The horizontal coordinates were scaled from a topographic map and have
 KX0313.an estimated accuracy of +/- 6 seconds.
 KX0313
 KX0313.The orthometric height was determined by differential leveling
 KX0313.and adjusted by the National Geodetic Survey in June 1991..
 KX0313
 KX0313.The geoid height was determined by GEOID03.
 KX0313
 KX0313.The dynamic height is computed by dividing the NAVD 88
 KX0313.geopotential number by the normal gravity value computed on the
 KX0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0313.degrees latitude (g = 980.6199 gals.).
 KX0313
 KX0313.The modeled gravity was interpolated from observed gravity values.
 KX0313
 KX0313;                    North         East    Units  Estimated Accuracy
 KX0313;SPC PA S     -   110,000.      541,190.      MT  (+/- 180 meters Scaled)
 KX0313
 KX0313                          SUPERSEDED SURVEY CONTROL
 KX0313
 KX0313  NGVD 29 (??/??/92)  328.670  (m)         1078.31   (f) ADJ UNCH    2 0
 KX0313
 KX0313.Superseded values are not recommended for survey control.
 KX0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0313.See file dsdata.txt to determine how the superseded data were derived.
 KX0313
 KX0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE173666(NAD 83)
 KX0313_MARKER: B = BOLT
 KX0313_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0313_SP_SET: BRIDGE
 KX0313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0313
 KX0313  HISTORY     - Date     Condition        Report By
 KX0313  HISTORY     - UNK      MONUMENTED       PRR
 KX0313  HISTORY     - 1967     GOOD             NGS
 KX0313
 KX0313                          STATION DESCRIPTION
 KX0313
 KX0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0313'2.2 MI N FROM CLAYSBURG.
 KX0313'2.2 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0313'AT CLAYSBURG, BLAIR COUNTY, AT THE SOUTH SEAT OF BRIDGE 18.09
 KX0313'OVER POLE CAT RUN, IN THE TOP OF THE WEST END, AND 12 FEET SOUTH
 KX0313'OF THE CENTER LINE OF THE TRACK.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1601 ***********************************************************************
 JV1601  DESIGNATION -  60 PRR
 JV1601  PID         -  JV1601
 JV1601  STATE/COUNTY-  PA/YORK
 JV1601  USGS QUAD   -  YORK (1990)
 JV1601
 JV1601                         *CURRENT SURVEY CONTROL
 JV1601  ___________________________________________________________________
 JV1601* NAD 83(1986)-  39 58 01.     (N)    076 43 44.     (W)     SCALED    
 JV1601* NAVD 88     -       113.099  (meters)     371.06   (feet)  ADJUSTED  
 JV1601  ___________________________________________________________________
 JV1601  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 JV1601  DYNAMIC HT  -         113.042 (meters)     370.87  (feet)  COMP
 JV1601  MODELED GRAV-     980,117.7   (mgal)                       NAVD 88
 JV1601
 JV1601  VERT ORDER  -  SECOND    CLASS 0
 JV1601
 JV1601.The horizontal coordinates were scaled from a topographic map and have
 JV1601.an estimated accuracy of +/- 6 seconds.
 JV1601
 JV1601.The orthometric height was determined by differential leveling
 JV1601.and adjusted by the National Geodetic Survey in June 1991..
 JV1601
 JV1601.The geoid height was determined by GEOID03.
 JV1601
 JV1601.The dynamic height is computed by dividing the NAVD 88
 JV1601.geopotential number by the normal gravity value computed on the
 JV1601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1601.degrees latitude (g = 980.6199 gals.).
 JV1601
 JV1601.The modeled gravity was interpolated from observed gravity values.
 JV1601
 JV1601;                    North         East    Units  Estimated Accuracy
 JV1601;SPC PA S     -    70,860.      687,240.      MT  (+/- 180 meters Scaled)
 JV1601
 JV1601                          SUPERSEDED SURVEY CONTROL
 JV1601
 JV1601  NGVD 29 (??/??/??)  113.361  (m)          371.92   (f) ADJUSTED    2 0
 JV1601
 JV1601.Superseded values are not recommended for survey control.
 JV1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1601.See file dsdata.txt to determine how the superseded data were derived.
 JV1601
 JV1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK523255(NAD 83)
 JV1601_MARKER: B = BOLT
 JV1601_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV1601_SP_SET: STEP
 JV1601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV1601_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JV1601+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 JV1601
 JV1601  HISTORY     - Date     Condition        Report By
 JV1601  HISTORY     - UNK      MONUMENTED       PRR
 JV1601  HISTORY     - 1935     GOOD             CGS
 JV1601  HISTORY     - 1942     GOOD             CGS
 JV1601  HISTORY     - 1988     GOOD             USPSQD
 JV1601  HISTORY     - 1989     POOR             USPSQD
 JV1601  HISTORY     - 20050201 GOOD             PADT
 JV1601
 JV1601                          STATION DESCRIPTION
 JV1601
 JV1601'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1601'AT YORK.
 JV1601'AT YORK, YORK COUNTY, 18 INCHES SOUTH OF THE NORTHWEST CORNER OF
 JV1601'THE PENNSYLVANIA RAILROAD STATION, IN THE TOP OF THE DOOR STEP
 JV1601'AT THE WEST ENTRANCE TO THE BAGGAGE ROOM, AND 30 FEET SOUTH OF
 JV1601'THE CENTER LINE OF THE MAIN TRACK.  A COPPER BOLT.
 JV1601
 JV1601                          STATION RECOVERY (1942)
 JV1601
 JV1601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 JV1601'RECOVERED IN GOOD CONDITION.
 JV1601
 JV1601                          STATION RECOVERY (1988)
 JV1601
 JV1601'RECOVERY NOTE BY US POWER SQUADRON 1988 (RED)
 JV1601'RECOVERED IN GOOD CONDITION.
 JV1601
 JV1601                          STATION RECOVERY (1989)
 JV1601
 JV1601'RECOVERY NOTE BY US POWER SQUADRON 1989 (RED)
 JV1601'MARK RECOVERED IN POOR CONDITION.
 JV1601
 JV1601                          STATION RECOVERY (2005)
 JV1601
 JV1601'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 JV1601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0250 ***********************************************************************
 JV0250  DESIGNATION -  60 PRR
 JV0250  PID         -  JV0250
 JV0250  STATE/COUNTY-  PA/LANCASTER
 JV0250  USGS QUAD   -  GAP (1989)
 JV0250
 JV0250                         *CURRENT SURVEY CONTROL
 JV0250  ___________________________________________________________________
 JV0250* NAD 83(1986)-  39 59 46.     (N)    076 03 19.     (W)     SCALED    
 JV0250* NAVD 88     -       148.227  (meters)     486.31   (feet)  ADJUSTED  
 JV0250  ___________________________________________________________________
 JV0250  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JV0250  DYNAMIC HT  -         148.151 (meters)     486.06  (feet)  COMP
 JV0250  MODELED GRAV-     980,108.7   (mgal)                       NAVD 88
 JV0250
 JV0250  VERT ORDER  -  SECOND    CLASS 0
 JV0250
 JV0250.The horizontal coordinates were scaled from a topographic map and have
 JV0250.an estimated accuracy of +/- 6 seconds.
 JV0250
 JV0250.The orthometric height was determined by differential leveling
 JV0250.and adjusted by the National Geodetic Survey in June 1991..
 JV0250
 JV0250.The geoid height was determined by GEOID03.
 JV0250
 JV0250.The dynamic height is computed by dividing the NAVD 88
 JV0250.geopotential number by the normal gravity value computed on the
 JV0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0250.degrees latitude (g = 980.6199 gals.).
 JV0250
 JV0250.The modeled gravity was interpolated from observed gravity values.
 JV0250
 JV0250;                    North         East    Units  Estimated Accuracy
 JV0250;SPC PA S     -    74,980.      744,720.      MT  (+/- 180 meters Scaled)
 JV0250
 JV0250                          SUPERSEDED SURVEY CONTROL
 JV0250
 JV0250  NGVD 29 (??/??/??)  148.498  (m)          487.20   (f) ADJUSTED    2 0
 JV0250
 JV0250.Superseded values are not recommended for survey control.
 JV0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0250.See file dsdata.txt to determine how the superseded data were derived.
 JV0250
 JV0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK099278(NAD 83)
 JV0250_MARKER: B = BOLT
 JV0250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV0250_SP_SET: FOOTING
 JV0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV0250
 JV0250  HISTORY     - Date     Condition        Report By
 JV0250  HISTORY     - UNK      MONUMENTED       PRR
 JV0250  HISTORY     - 1966     GOOD             CGS
 JV0250  HISTORY     - 20050905 MARK NOT FOUND   GEOCAC
 JV0250
 JV0250                          STATION DESCRIPTION
 JV0250
 JV0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JV0250'2.2 MI W FROM GAP.
 JV0250'ABOUT 2.2 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JV0250'NEW STATION AT GAP, LANCASTER COUNTY, ABOUT 0.4 MILE EAST OF THE
 JV0250'STATION AT KINZER, AT AN OVERHEAD BRIDGE, IN THE TOP OF THE
 JV0250'WEST END OF THE SOUTH CONCRETE FOOTING, 5 FEET WEST OF THE
 JV0250'CENTER LINE OF THE TRACK, AND ABOUT 4 FEET HIGHER THAN THE
 JV0250'TRACK.
 JV0250
 JV0250                          STATION RECOVERY (2005)
 JV0250
 JV0250'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 JV0250'BRIDGE REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1505 ***********************************************************************
 KV1505  DESIGNATION -  60 RDGRR=57 PRR
 KV1505  PID         -  KV1505
 KV1505  STATE/COUNTY-  PA/LEHIGH
 KV1505  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV1505
 KV1505                         *CURRENT SURVEY CONTROL
 KV1505  ___________________________________________________________________
 KV1505* NAD 83(1986)-  40 31 55.     (N)    075 29 48.     (W)     SCALED    
 KV1505* NAVD 88     -       128.09   (+/-2cm)     420.2    (feet)  VERTCON   
 KV1505  ___________________________________________________________________
 KV1505  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 KV1505
 KV1505  VERT ORDER  -  ? (See Below)
 KV1505
 KV1505.The horizontal coordinates were scaled from a topographic map and have
 KV1505.an estimated accuracy of +/- 6 seconds.
 KV1505
 KV1505.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV1505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV1505.The vertical order pertains to the NGVD 29 superseded value.
 KV1505
 KV1505.The geoid height was determined by GEOID03.
 KV1505
 KV1505;                    North         East    Units  Estimated Accuracy
 KV1505;SPC PA S     -   135,520.      790,890.      MT  (+/- 180 meters Scaled)
 KV1505
 KV1505                          SUPERSEDED SURVEY CONTROL
 KV1505
 KV1505  NGVD 29 (??/??/??)  128.301  (m)          420.93   (f) ADJUSTED    ?  
 KV1505
 KV1505.Superseded values are not recommended for survey control.
 KV1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1505.See file dsdata.txt to determine how the superseded data were derived.
 KV1505
 KV1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK579869(NAD 83)
 KV1505_MARKER: Q = CHISELED SQUARE
 KV1505_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1505_SP_SET: SEMAPHORE BASE
 KV1505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1505
 KV1505  HISTORY     - Date     Condition        Report By
 KV1505  HISTORY     - 1932     MONUMENTED       RDGRR
 KV1505  HISTORY     - 1932     GOOD             CGS
 KV1505  HISTORY     - 1936     GOOD             CGS
 KV1505
 KV1505                          STATION DESCRIPTION
 KV1505
 KV1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1505'AT EMAUS.
 KV1505'AT EMAUS, LEHIGH COUNTY, ON THE READING CO. RAILROAD, 6 RAILS
 KV1505'EAST OF THE SEVENTH STREET CROSSING, ON THE NORTH SIDE OF THE
 KV1505'TRACK, AND ON THE TOP OF THE CONCRETE BASE OF SEMAPHORE 57.  AN
 KV1505'OUTLINED SQUARE.  NOTE-- THE TOP OF THE CONCRETE PIER HAD
 KV1505'DISINTEGRATED AND FLAKED OFF.
 KV1505
 KV1505                          STATION RECOVERY (1936)
 KV1505
 KV1505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 KV1505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2729 ***********************************************************************
 KW2729  DESIGNATION -  604.3 PRR RESET 1979
 KW2729  PID         -  KW2729
 KW2729  STATE/COUNTY-  PA/HUNTINGDON
 KW2729  USGS QUAD   -  NEWTON HAMILTON (1971)
 KW2729
 KW2729                         *CURRENT SURVEY CONTROL
 KW2729  ___________________________________________________________________
 KW2729* NAD 83(1986)-  40 23 00.     (N)    077 52 20.     (W)     SCALED    
 KW2729* NAVD 88     -       184.36   (+/-2cm)     604.9    (feet)  VERTCON   
 KW2729  ___________________________________________________________________
 KW2729  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KW2729
 KW2729  VERT ORDER  -  THIRD (See Below)
 KW2729
 KW2729.The horizontal coordinates were scaled from a topographic map and have
 KW2729.an estimated accuracy of +/- 6 seconds.
 KW2729
 KW2729.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2729.The vertical order pertains to the NGVD 29 superseded value.
 KW2729
 KW2729.The geoid height was determined by GEOID03.
 KW2729
 KW2729;                    North         East    Units  Estimated Accuracy
 KW2729;SPC PA S     -   116,590.      589,620.      MT  (+/- 180 meters Scaled)
 KW2729
 KW2729                          SUPERSEDED SURVEY CONTROL
 KW2729
 KW2729  NGVD 29 (??/??/??)  184.57   (m)          605.5    (f) RESET       3  
 KW2729
 KW2729.Superseded values are not recommended for survey control.
 KW2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2729.See file dsdata.txt to determine how the superseded data were derived.
 KW2729
 KW2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK561742(NAD 83)
 KW2729_MARKER: DD = SURVEY DISK
 KW2729_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2729_SP_SET: BRIDGE ABUTMENT
 KW2729_STAMPING: 604.3 PRR RESET 1979 605.54
 KW2729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2729+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2004
 KW2729
 KW2729  HISTORY     - Date     Condition        Report By
 KW2729  HISTORY     - 1979     MONUMENTED       PADT
 KW2729  HISTORY     - 20041108 GOOD             USPSQD
 KW2729
 KW2729                          STATION DESCRIPTION
 KW2729
 KW2729'DESCRIBED BY PA DEPT OF TRANSP 1979
 KW2729'0.45 MI E FROM MOUNT UNION.
 KW2729'TO REACH FROM WHERE HIGHWAY 522 PASSES UNDER THE RAILROAD AT THE RAIL-
 KW2729'ROAD STATION IN MOUNT UNION, GO SOUTH ON HIGHWAY 522 FOR 0.1 MILE
 KW2729'TO PENNSYLVANIA AVE. TURN LEFT AND GO EAST ON PENNSYLVANIA AVE. FOR
 KW2729'0.65 MILE TO THE SOUTHWEST END OF THE HIGHWAY BRIDGE OVER THE JUNIATA
 KW2729'RIVER AND THE BENCH MARK ON THE RIGHT. A PENNSYLVANIA DEPARTMENT OF
 KW2729'TRANSPORTATION DISK SET IN A DRILL HOLE.
 KW2729
 KW2729                          STATION RECOVERY (2004)
 KW2729
 KW2729'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPP)
 KW2729'HIGHWAY 522 IS NOW HIGHWAY 747
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2049 ***********************************************************************
 KW2049  DESIGNATION -  605 USGS
 KW2049  PID         -  KW2049
 KW2049  STATE/COUNTY-  PA/CUMBERLAND
 KW2049  USGS QUAD   -  PLAINFIELD (1975)
 KW2049
 KW2049                         *CURRENT SURVEY CONTROL
 KW2049  ___________________________________________________________________
 KW2049* NAD 83(1986)-  40 08 22.     (N)    077 21 59.     (W)     SCALED    
 KW2049* NAVD 88     -       184.315  (meters)     604.71   (feet)  ADJUSTED  
 KW2049  ___________________________________________________________________
 KW2049  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KW2049  DYNAMIC HT  -         184.216 (meters)     604.38  (feet)  COMP
 KW2049  MODELED GRAV-     980,086.2   (mgal)                       NAVD 88
 KW2049
 KW2049  VERT ORDER  -  SECOND    CLASS 0
 KW2049
 KW2049.The horizontal coordinates were scaled from a topographic map and have
 KW2049.an estimated accuracy of +/- 6 seconds.
 KW2049
 KW2049.The orthometric height was determined by differential leveling
 KW2049.and adjusted by the National Geodetic Survey in June 1991..
 KW2049
 KW2049.The geoid height was determined by GEOID03.
 KW2049
 KW2049.The dynamic height is computed by dividing the NAVD 88
 KW2049.geopotential number by the normal gravity value computed on the
 KW2049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2049.degrees latitude (g = 980.6199 gals.).
 KW2049
 KW2049.The modeled gravity was interpolated from observed gravity values.
 KW2049
 KW2049;                    North         East    Units  Estimated Accuracy
 KW2049;SPC PA S     -    89,580.      632,690.      MT  (+/- 180 meters Scaled)
 KW2049
 KW2049                          SUPERSEDED SURVEY CONTROL
 KW2049
 KW2049  NGVD 29 (??/??/??)  184.530  (m)          605.41   (f) ADJUSTED    2 0
 KW2049
 KW2049.Superseded values are not recommended for survey control.
 KW2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2049.See file dsdata.txt to determine how the superseded data were derived.
 KW2049
 KW2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK984459(NAD 83)
 KW2049_MARKER: DD = SURVEY DISK
 KW2049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2049_SP_SET: WALLED TERRACE
 KW2049_STAMPING: 605
 KW2049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2049
 KW2049  HISTORY     - Date     Condition        Report By
 KW2049  HISTORY     - UNK      MONUMENTED       USGS
 KW2049  HISTORY     - 1961     MARK NOT FOUND   CGS
 KW2049
 KW2049                          STATION DESCRIPTION
 KW2049
 KW2049'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KW2049'3 MI SE FROM NEWVILLE.
 KW2049'0.5 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KW2049'AT NEWVILLE, CUMBERLAND COUNTY, THENCE 2.6 MILES SOUTHEAST
 KW2049'ALONG STATE HIGHWAY 233, IN THE WEST QUARTER OF THE INTERSECTION
 KW2049'OF STATE HIGHWAY 233 AND U.S. HIGHWAY 11, 66 FEET SOUTHWEST
 KW2049'OF THE CENTERLINE OF STATE HIGHWAY 233, 33 FEET NORTHWEST
 KW2049'OF THE CENTERLINE OF U.S. HIGHWAY 11, AT THE HOME OF JOHN D.
 KW2049'MAINS, IN THE EAST CORNER OF THE WALLED TERRACE IN FRONT OF
 KW2049'THE HOUSE, AND 0.7 FOOT ABOVE THE GROUND.  A U.S. GEOLOGICAL
 KW2049'SURVEY STANDARD DISK, STAMPED 605 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1069 ***********************************************************************
 LZ1069  DESIGNATION -  608.5
 LZ1069  PID         -  LZ1069
 LZ1069  STATE/COUNTY-  PA/LYCOMING
 LZ1069  USGS QUAD   -  WATERVILLE (1983)
 LZ1069
 LZ1069                         *CURRENT SURVEY CONTROL
 LZ1069  ___________________________________________________________________
 LZ1069* NAD 83(1986)-  41 17 14.     (N)    077 20 23.     (W)     SCALED    
 LZ1069* NAVD 88     -       185.360  (meters)     608.14   (feet)  ADJUSTED  
 LZ1069  ___________________________________________________________________
 LZ1069  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 LZ1069  DYNAMIC HT  -         185.277 (meters)     607.86  (feet)  COMP
 LZ1069  MODELED GRAV-     980,174.7   (mgal)                       NAVD 88
 LZ1069
 LZ1069  VERT ORDER  -  SECOND    CLASS 0
 LZ1069
 LZ1069.The horizontal coordinates were scaled from a topographic map and have
 LZ1069.an estimated accuracy of +/- 6 seconds.
 LZ1069
 LZ1069.The orthometric height was determined by differential leveling
 LZ1069.and adjusted by the National Geodetic Survey in June 1991..
 LZ1069
 LZ1069.The geoid height was determined by GEOID03.
 LZ1069
 LZ1069.The dynamic height is computed by dividing the NAVD 88
 LZ1069.geopotential number by the normal gravity value computed on the
 LZ1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1069.degrees latitude (g = 980.6199 gals.).
 LZ1069
 LZ1069.The modeled gravity was interpolated from observed gravity values.
 LZ1069
 LZ1069;                    North         East    Units  Estimated Accuracy
 LZ1069;SPC PA N     -   124,520.      634,370.      MT  (+/- 180 meters Scaled)
 LZ1069
 LZ1069                          SUPERSEDED SURVEY CONTROL
 LZ1069
 LZ1069  NGVD 29 (??/??/92)  185.554  (m)          608.77   (f) ADJ UNCH    2 0
 LZ1069
 LZ1069.Superseded values are not recommended for survey control.
 LZ1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1069.See file dsdata.txt to determine how the superseded data were derived.
 LZ1069
 LZ1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL040732(NAD 83)
 LZ1069_MARKER: Q = CHISELED SQUARE
 LZ1069_SETTING: 66 = SET IN ROCK OUTCROP
 LZ1069_SP_SET: ROCK LEDGE
 LZ1069_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ1069+STABILITY: POSITION/ELEVATION WELL
 LZ1069
 LZ1069  HISTORY     - Date     Condition        Report By
 LZ1069  HISTORY     - UNK      MONUMENTED       USGS
 LZ1069  HISTORY     - 1934     GOOD             NGS
 LZ1069
 LZ1069                          STATION DESCRIPTION
 LZ1069
 LZ1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1069'0.9 MI NW FROM RAMSEY.
 LZ1069'ABOUT 0.9 MILE NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 LZ1069'FROM THE STATION AT RAMSEY, LYCOMING COUNTY, OPPOSITE MILEPOST
 LZ1069'L 159, 15 FEET EAST OF THE CENTER LINE OF THE TRACK, AND IN THE
 LZ1069'TOP OF A ROCK LEDGE.  A CHISELED SQUARE, MARKED BY THE PAINTED
 LZ1069'LETTES B.M. 608.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0295 ***********************************************************************
 LZ0295  DESIGNATION -  609.4
 LZ0295  PID         -  LZ0295
 LZ0295  STATE/COUNTY-  PA/COLUMBIA
 LZ0295  USGS QUAD   -  MILLVILLE (1983)
 LZ0295
 LZ0295                         *CURRENT SURVEY CONTROL
 LZ0295  ___________________________________________________________________
 LZ0295* NAD 83(1986)-  41 06 19.     (N)    076 31 15.     (W)     SCALED    
 LZ0295* NAVD 88     -       186.061  (meters)     610.44   (feet)  ADJUSTED  
 LZ0295  ___________________________________________________________________
 LZ0295  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 LZ0295  DYNAMIC HT  -         185.984 (meters)     610.18  (feet)  COMP
 LZ0295  MODELED GRAV-     980,205.0   (mgal)                       NAVD 88
 LZ0295
 LZ0295  VERT ORDER  -  SECOND    CLASS 0
 LZ0295
 LZ0295.The horizontal coordinates were scaled from a topographic map and have
 LZ0295.an estimated accuracy of +/- 6 seconds.
 LZ0295
 LZ0295.The orthometric height was determined by differential leveling
 LZ0295.and adjusted by the National Geodetic Survey in June 1991..
 LZ0295
 LZ0295.The geoid height was determined by GEOID03.
 LZ0295
 LZ0295.The dynamic height is computed by dividing the NAVD 88
 LZ0295.geopotential number by the normal gravity value computed on the
 LZ0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0295.degrees latitude (g = 980.6199 gals.).
 LZ0295
 LZ0295.The modeled gravity was interpolated from observed gravity values.
 LZ0295
 LZ0295;                    North         East    Units  Estimated Accuracy
 LZ0295;SPC PA N     -   104,970.      703,250.      MT  (+/- 180 meters Scaled)
 LZ0295
 LZ0295                          SUPERSEDED SURVEY CONTROL
 LZ0295
 LZ0295  NGVD 29 (??/??/92)  186.281  (m)          611.16   (f) ADJ UNCH    2 0
 LZ0295
 LZ0295.Superseded values are not recommended for survey control.
 LZ0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0295.See file dsdata.txt to determine how the superseded data were derived.
 LZ0295
 LZ0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL722515(NAD 83)
 LZ0295_MARKER: N = NAIL
 LZ0295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0295_SP_SET: MAPLE TREE
 LZ0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0295
 LZ0295  HISTORY     - Date     Condition        Report By
 LZ0295  HISTORY     - UNK      MONUMENTED       USGS
 LZ0295  HISTORY     - 1934     GOOD             NGS
 LZ0295
 LZ0295                          STATION DESCRIPTION
 LZ0295
 LZ0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0295'1.1 MI W FROM EYERS GROVE.
 LZ0295'ABOUT 1.1 MILES WEST ALONG STATE HIGHWAY 42 FROM EYERS GROVE,
 LZ0295'COLUMBIA COUNTY, AT HIGHWAY STATION 451+70, 40 FEET SOUTHEAST
 LZ0295'OF THE INTERSECTION WITH A SECONDARY ROAD, 30 FEET SOUTH OF
 LZ0295'THE CENTER LINE OF THE HIGHWAY, IN A 14-INCH MAPLE TREE, AND
 LZ0295'ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A UNITED STATES GEOLOGICAL
 LZ0295'SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0312 ***********************************************************************
 KX0312  DESIGNATION -  61
 KX0312  PID         -  KX0312
 KX0312  STATE/COUNTY-  PA/BLAIR
 KX0312  USGS QUAD   -  ROARING SPRING (1987)
 KX0312
 KX0312                         *CURRENT SURVEY CONTROL
 KX0312  ___________________________________________________________________
 KX0312* NAD 83(1986)-  40 19 25.     (N)    078 26 25.     (W)     SCALED    
 KX0312* NAVD 88     -       327.969  (meters)    1076.01   (feet)  ADJUSTED  
 KX0312  ___________________________________________________________________
 KX0312  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KX0312  DYNAMIC HT  -         327.790 (meters)    1075.42  (feet)  COMP
 KX0312  MODELED GRAV-     980,072.0   (mgal)                       NAVD 88
 KX0312
 KX0312  VERT ORDER  -  SECOND    CLASS 0
 KX0312
 KX0312.The horizontal coordinates were scaled from a topographic map and have
 KX0312.an estimated accuracy of +/- 6 seconds.
 KX0312
 KX0312.The orthometric height was determined by differential leveling
 KX0312.and adjusted by the National Geodetic Survey in June 1991..
 KX0312
 KX0312.The geoid height was determined by GEOID03.
 KX0312
 KX0312.The dynamic height is computed by dividing the NAVD 88
 KX0312.geopotential number by the normal gravity value computed on the
 KX0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0312.degrees latitude (g = 980.6199 gals.).
 KX0312
 KX0312.The modeled gravity was interpolated from observed gravity values.
 KX0312
 KX0312;                    North         East    Units  Estimated Accuracy
 KX0312;SPC PA S     -   110,180.      541,340.      MT  (+/- 180 meters Scaled)
 KX0312
 KX0312                          SUPERSEDED SURVEY CONTROL
 KX0312
 KX0312  NGVD 29 (??/??/92)  328.117  (m)         1076.50   (f) ADJ UNCH    2 0
 KX0312
 KX0312.Superseded values are not recommended for survey control.
 KX0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0312.See file dsdata.txt to determine how the superseded data were derived.
 KX0312
 KX0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE174668(NAD 83)
 KX0312_MARKER: Q = CHISELED SQUARE
 KX0312_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0312_SP_SET: BRIDGE
 KX0312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0312
 KX0312  HISTORY     - Date     Condition        Report By
 KX0312  HISTORY     - UNK      MONUMENTED       PRR
 KX0312  HISTORY     - 1967     GOOD             NGS
 KX0312
 KX0312                          STATION DESCRIPTION
 KX0312
 KX0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0312'2.3 MI N FROM CLAYSBURG.
 KX0312'2.3 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0312'AT CLAYSBURG, BLAIR COUNTY, AT THE NORTHEAST END OF BRIDGE 17.96
 KX0312'OVER DODSONS RUN, ON THE TOP OF THE EAST COPING, AND 8 FEET EAST
 KX0312'OF THE CENTER LINE OF THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6356 ***********************************************************************
 KV6356  DESIGNATION -  61 05 NJ 78
 KV6356  PID         -  KV6356
 KV6356  STATE/COUNTY-  PA/BUCKS
 KV6356  USGS QUAD   -  TRENTON WEST (1995)
 KV6356
 KV6356                         *CURRENT SURVEY CONTROL
 KV6356  ___________________________________________________________________
 KV6356* NAD 83(1992)-  40 08 01.14724(N)    074 45 55.74859(W)     ADJUSTED  
 KV6356* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV6356  ___________________________________________________________________
 KV6356  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 KV6356  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KV6356
 KV6356  HORZ ORDER  -  THIRD
 KV6356
 KV6356.The horizontal coordinates were established by classical geodetic methods
 KV6356.and adjusted by the National Geodetic Survey in June 2002..
 KV6356
 KV6356.The orthometric height was scaled from a topographic map.
 KV6356
 KV6356.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6356
 KV6356.The geoid height was determined by GEOID03.
 KV6356
 KV6356;                    North         East     Units Scale Factor Converg.
 KV6356;SPC PA S     -    93,160.626   854,306.764   MT  0.99997472   +1 56 10.8
 KV6356;SPC PA S     -   305,644.49  2,802,838.11   sFT  0.99997472   +1 56 10.8
 KV6356;SPC NJ       -   144,386.884   127,375.661   MT  0.99990630   -0 10 16.1
 KV6356;SPC NJ       -   473,709.30    417,898.31   sFT  0.99990630   -0 10 16.1
 KV6356;UTM  18      - 4,442,617.811   519,978.996   MT  0.99960491   +0 09 04.2
 KV6356
 KV6356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6356!SPC PA S     -   1.00000483  x   0.99997472  =   0.99997955
 KV6356!SPC NJ       -   1.00000483  x   0.99990630  =   0.99991113
 KV6356!UTM  18      -   1.00000483  x   0.99960491  =   0.99960973
 KV6356
 KV6356                          SUPERSEDED SURVEY CONTROL
 KV6356
 KV6356  NAD 83(1996)-  40 08 01.14724(N)    074 45 55.74859(W) AD(       ) 3
 KV6356  NAD 83(1986)-  40 08 01.14536(N)    074 45 55.74825(W) AD(       ) 3
 KV6356
 KV6356.Superseded values are not recommended for survey control.
 KV6356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6356.See file dsdata.txt to determine how the superseded data were derived.
 KV6356
 KV6356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1997942618(NAD 83)
 KV6356_MARKER: N = NAIL
 KV6356_SETTING: 0 = UNSPECIFIED SETTING
 KV6356_MARK LOGO: NOS   
 KV6356_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6356+SATELLITE: SATELLITE OBSERVATIONS - 1978
 KV6356
 KV6356  HISTORY     - Date     Condition        Report By
 KV6356  HISTORY     - 1978     MONUMENTED       NOS
 KV6356
 KV6356                          STATION DESCRIPTION
 KV6356
 KV6356'DESCRIBED BY NATIONAL OCEAN SERVICE 1978
 KV6356'THE STATION IS LOCATED ON THE N SHORE OF THE DELAWARE RIVER NEAR THE
 KV6356'PENNSBURY MANOR STATE PARK.  STATION IS ON PROPERTY OF WARNER SAND AND
 KV6356'GRAVEL COMPANY.
 KV6356'TO REACH STATION PROCEED BY BOAT TO THE POINT OF LAND JUST E OF
 KV6356'PENNSBURY MANOR STATE PARK.
 KV6356'STATION MARK IS A TACK NAIL IN A PLUG OF WOOD IN A 1.25 INCH PIPE 0.5
 KV6356'FT ABOVE THE GROUND AT THE TOP OF AN EMBANKMENT.
 KV6356'RM 1 IS A NAIL 1.5 FT ABOVE THE GROUND IN THE UPSTREAM FACE OF A 0.4
 KV6356'FT DIA TREE AND IS 4.18 M (13.7 FT) S OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6357 ***********************************************************************
 KV6357  DESIGNATION -  61 06 NJ 78
 KV6357  PID         -  KV6357
 KV6357  STATE/COUNTY-  PA/BUCKS
 KV6357  USGS QUAD   -  TRENTON WEST (1995)
 KV6357
 KV6357                         *CURRENT SURVEY CONTROL
 KV6357  ___________________________________________________________________
 KV6357* NAD 83(1992)-  40 08 19.64595(N)    074 45 48.33710(W)     ADJUSTED  
 KV6357* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV6357  ___________________________________________________________________
 KV6357  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 KV6357  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KV6357
 KV6357  HORZ ORDER  -  THIRD
 KV6357
 KV6357.The horizontal coordinates were established by classical geodetic methods
 KV6357.and adjusted by the National Geodetic Survey in June 2002..
 KV6357.No horizontal observational check was made to the station.
 KV6357
 KV6357.The orthometric height was scaled from a topographic map.
 KV6357
 KV6357.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6357
 KV6357.The geoid height was determined by GEOID03.
 KV6357
 KV6357;                    North         East     Units Scale Factor Converg.
 KV6357;SPC PA S     -    93,736.784   854,462.829   MT  0.99997423   +1 56 15.6
 KV6357;SPC PA S     -   307,534.77  2,803,350.13   sFT  0.99997423   +1 56 15.6
 KV6357;SPC NJ       -   144,956.874   127,552.796   MT  0.99990620   -0 10 11.3
 KV6357;SPC NJ       -   475,579.34    418,479.46   sFT  0.99990620   -0 10 11.3
 KV6357;UTM  18      - 4,443,188.617   520,152.869   MT  0.99960500   +0 09 09.0
 KV6357
 KV6357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6357!SPC PA S     -   1.00000502  x   0.99997423  =   0.99997925
 KV6357!SPC NJ       -   1.00000502  x   0.99990620  =   0.99991122
 KV6357!UTM  18      -   1.00000502  x   0.99960500  =   0.99961001
 KV6357
 KV6357                          SUPERSEDED SURVEY CONTROL
 KV6357
 KV6357  NAD 83(1996)-  40 08 19.64595(N)    074 45 48.33709(W) AD(       ) 3
 KV6357  NAD 83(1986)-  40 08 19.64406(N)    074 45 48.33669(W) AD(       ) 3
 KV6357
 KV6357.Superseded values are not recommended for survey control.
 KV6357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6357.See file dsdata.txt to determine how the superseded data were derived.
 KV6357
 KV6357_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2015343189(NAD 83)
 KV6357_MARKER: Z = SEE DESCRIPTION
 KV6357_SETTING: 0 = UNSPECIFIED SETTING
 KV6357_MARK LOGO: NOS   
 KV6357_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6357+SATELLITE: SATELLITE OBSERVATIONS - 1978
 KV6357
 KV6357  HISTORY     - Date     Condition        Report By
 KV6357  HISTORY     - 1978     MONUMENTED       NOS
 KV6357
 KV6357                          STATION DESCRIPTION
 KV6357
 KV6357'DESCRIBED BY NATIONAL OCEAN SERVICE 1978
 KV6357'THE STATION IS LOCATED ON THE E BANK OF THE WATERWAY CALLED WARNER
 KV6357'SAND AND GRAVEL COMPANY BASIN WHICH IS LOCATED JUST E OF THE PENNSBURY
 KV6357'MANOR STATION PARK.
 KV6357'TO REACH STATION PROCEED BY BOAT FROM THE ENTRANCE TO THE BASIN N FOR
 KV6357'ABOUT 0.3 NAUTICAL MI TO A PARTIALLY SUNKEN BARGE ON THE RIGHT.
 KV6357'STATION MARK IS THE CENTER OF 17 PUNCH MARKS ON THE UPPER-MOST CLEAT
 KV6357'OF A PARTIALLY SUNKEN BARGE IN THE NE SECTION OF THE BASIN.
 KV6357'RM 1 IS THE CENTER OF 3 PUNCH MARKS ON THE NE FACE OF THE CAPSTAN HEAD
 KV6357'WHICH IS 1.74 M (5.7 FT) SW OF THE STATION.
 KV6357'RM 2 IS A NAIL AT THE CORNER OF THE UPPER-MOST TIMBER WHICH IS 1.19 M
 KV6357'(3.9 FT) SE OF THE STATION.
 KV6357'RM 3 IS A NAIL IN THE UPPER-MOST TIMBER AND IS 1.31 M (4.3 FT) NE OF
 KV6357'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6358 ***********************************************************************
 KV6358  DESIGNATION -  61 07 NJ 78
 KV6358  PID         -  KV6358
 KV6358  STATE/COUNTY-  PA/BUCKS
 KV6358  USGS QUAD   -  TRENTON WEST (1995)
 KV6358
 KV6358                         *CURRENT SURVEY CONTROL
 KV6358  ___________________________________________________________________
 KV6358* NAD 83(1992)-  40 08 00.51550(N)    074 48 36.07369(W)     ADJUSTED  
 KV6358* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV6358  ___________________________________________________________________
 KV6358  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 KV6358  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KV6358
 KV6358  HORZ ORDER  -  THIRD
 KV6358
 KV6358.The horizontal coordinates were established by classical geodetic methods
 KV6358.and adjusted by the National Geodetic Survey in June 2002..
 KV6358.No horizontal observational check was made to the station.
 KV6358
 KV6358.The orthometric height was scaled from a topographic map.
 KV6358
 KV6358.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6358
 KV6358.The geoid height was determined by GEOID03.
 KV6358
 KV6358;                    North         East     Units Scale Factor Converg.
 KV6358;SPC PA S     -    93,013.863   850,514.074   MT  0.99997474   +1 54 26.8
 KV6358;SPC PA S     -   305,162.98  2,790,394.92   sFT  0.99997474   +1 54 26.8
 KV6358;SPC NJ       -   144,379.686   123,580.395   MT  0.99990859   -0 11 59.4
 KV6358;SPC NJ       -   473,685.69    405,446.68   sFT  0.99990859   -0 11 59.4
 KV6358;UTM  18      - 4,442,589.275   516,184.982   MT  0.99960322   +0 07 20.8
 KV6358
 KV6358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6358!SPC PA S     -   1.00000506  x   0.99997474  =   0.99997980
 KV6358!SPC NJ       -   1.00000506  x   0.99990859  =   0.99991365
 KV6358!UTM  18      -   1.00000506  x   0.99960322  =   0.99960828
 KV6358
 KV6358                          SUPERSEDED SURVEY CONTROL
 KV6358
 KV6358  NAD 83(1996)-  40 08 00.51550(N)    074 48 36.07369(W) AD(       ) 3
 KV6358  NAD 83(1986)-  40 08 00.51411(N)    074 48 36.07283(W) AD(       ) 3
 KV6358
 KV6358.Superseded values are not recommended for survey control.
 KV6358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6358.See file dsdata.txt to determine how the superseded data were derived.
 KV6358
 KV6358_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1618542589(NAD 83)
 KV6358_MARKER: Z = SEE DESCRIPTION
 KV6358_SETTING: 80 = SET IN A BOULDER
 KV6358_SP_SET: BOULDER
 KV6358_MARK LOGO: NOS   
 KV6358_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6358+STABILITY: SURFACE MOTION
 KV6358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6358+SATELLITE: SATELLITE OBSERVATIONS - 1978
 KV6358
 KV6358  HISTORY     - Date     Condition        Report By
 KV6358  HISTORY     - 1978     MONUMENTED       NOS
 KV6358
 KV6358                          STATION DESCRIPTION
 KV6358
 KV6358'DESCRIBED BY NATIONAL OCEAN SERVICE 1978
 KV6358'THE STATION IS LOCATED ON THE E SHORE OF MARTINS CREEK SAND AND GRAVEL
 KV6358'BASIN WHICH IS LOCATED OFF THE DELAWARE RIVER NEAR FLORENCE BEND.
 KV6358'TO REACH STATION PROCEED BY BOAT TO THE FIRST PREDOMINANT POINT NE
 KV6358'FROM THE ENTRANCE TO MARTINS CREEK SAND AND GRAVEL.
 KV6358'STATION MARK IS A DRILL HOLE IN THE TOP OF A 1.5 FT BY 3.0 FT BOULDER,
 KV6358'3 FT BELOW MHL MIDWAY ON THE E BANK IN THE BASIN.
 KV6358'RM 1 IS A NAIL 3.0 FT ABOVE THE GROUND IN THE DOWNSTREAM FACE OF A 0.6
 KV6358'FT DIA TREE 11.52 M (37.8 FT) SE OF THE STATION.
 KV6358'RM 2 IS A NAIL 3.0 FT ABOVE THE GROUND IN THE DOWNSTREAM FACE OF A 0.8
 KV6358'FT DIA TREE 10.76 M (35.3 FT) E OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6359 ***********************************************************************
 KV6359  DESIGNATION -  61 08 NJ 78
 KV6359  PID         -  KV6359
 KV6359  STATE/COUNTY-  PA/BUCKS
 KV6359  USGS QUAD   -  TRENTON WEST (1995)
 KV6359
 KV6359                         *CURRENT SURVEY CONTROL
 KV6359  ___________________________________________________________________
 KV6359* NAD 83(1992)-  40 07 49.69510(N)    074 48 55.51610(W)     ADJUSTED  
 KV6359* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV6359  ___________________________________________________________________
 KV6359  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 KV6359  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KV6359
 KV6359  HORZ ORDER  -  THIRD
 KV6359
 KV6359.The horizontal coordinates were established by classical geodetic methods
 KV6359.and adjusted by the National Geodetic Survey in June 2002..
 KV6359.No horizontal observational check was made to the station.
 KV6359
 KV6359.The orthometric height was scaled from a topographic map.
 KV6359
 KV6359.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6359
 KV6359.The geoid height was determined by GEOID03.
 KV6359
 KV6359;                    North         East     Units Scale Factor Converg.
 KV6359;SPC PA S     -    92,665.009   850,065.144   MT  0.99997503   +1 54 14.2
 KV6359;SPC PA S     -   304,018.45  2,788,922.06   sFT  0.99997503   +1 54 14.2
 KV6359;SPC NJ       -   144,047.597   123,118.971   MT  0.99990889   -0 12 11.9
 KV6359;SPC NJ       -   472,596.16    403,932.82   sFT  0.99990889   -0 12 11.9
 KV6359;UTM  18      - 4,442,254.698   515,725.573   MT  0.99960304   +0 07 08.3
 KV6359
 KV6359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6359!SPC PA S     -   1.00000506  x   0.99997503  =   0.99998009
 KV6359!SPC NJ       -   1.00000506  x   0.99990889  =   0.99991395
 KV6359!UTM  18      -   1.00000506  x   0.99960304  =   0.99960810
 KV6359
 KV6359                          SUPERSEDED SURVEY CONTROL
 KV6359
 KV6359  NAD 83(1996)-  40 07 49.69510(N)    074 48 55.51610(W) AD(       ) 3
 KV6359  NAD 83(1986)-  40 07 49.69395(N)    074 48 55.51547(W) AD(       ) 3
 KV6359
 KV6359.Superseded values are not recommended for survey control.
 KV6359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6359.See file dsdata.txt to determine how the superseded data were derived.
 KV6359
 KV6359_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1572642255(NAD 83)
 KV6359_MARKER: Z = SEE DESCRIPTION
 KV6359_SETTING: 80 = SET IN A BOULDER
 KV6359_SP_SET: BOULDER
 KV6359_MARK LOGO: NOS   
 KV6359_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6359+STABILITY: SURFACE MOTION
 KV6359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6359+SATELLITE: SATELLITE OBSERVATIONS - 1978
 KV6359
 KV6359  HISTORY     - Date     Condition        Report By
 KV6359  HISTORY     - 1978     MONUMENTED       NOS
 KV6359
 KV6359                          STATION DESCRIPTION
 KV6359
 KV6359'DESCRIBED BY NATIONAL OCEAN SERVICE 1978
 KV6359'THE STATION IS LOCATED ON THE E BANK AT THE ENTRANCE TO MARTINS CREEK
 KV6359'SAND AND GRAVEL BASIN JUST OFF THE DELAWARE RIVER NEAR THE FLORENCE
 KV6359'BEND.
 KV6359'TO REACH STATION PROCEED BY BOAT THE THE AREA MENTIONED ABOVE.
 KV6359'STATION MARK IS A DRILL HOLE IN THE TOP OF A 1.5 FT BY 3.0 FT BOULDER
 KV6359'2 FT BELOW MHL.
 KV6359'RM 1 IS A NAIL 2.5 FT ABOVE THE GROUND IN THE DOWNSTREAM FACE OF A 0.9
 KV6359'FT DIA TREE 7.86 M (25.8 FT) SE OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6362 ***********************************************************************
 KV6362  DESIGNATION -  61 11 NJ 78
 KV6362  PID         -  KV6362
 KV6362  STATE/COUNTY-  PA/BUCKS
 KV6362  USGS QUAD   -  BEVERLY (1973)
 KV6362
 KV6362                         *CURRENT SURVEY CONTROL
 KV6362  ___________________________________________________________________
 KV6362* NAD 83(1992)-  40 04 39.73964(N)    074 54 26.55101(W)     ADJUSTED  
 KV6362* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV6362  ___________________________________________________________________
 KV6362  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 KV6362  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KV6362
 KV6362  HORZ ORDER  -  THIRD
 KV6362
 KV6362.The horizontal coordinates were established by classical geodetic methods
 KV6362.and adjusted by the National Geodetic Survey in June 2002..
 KV6362
 KV6362.The orthometric height was scaled from a topographic map.
 KV6362
 KV6362.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6362
 KV6362.The geoid height was determined by GEOID03.
 KV6362
 KV6362;                    North         East     Units Scale Factor Converg.
 KV6362;SPC PA S     -    86,552.979   842,420.731   MT  0.99998056   +1 50 39.4
 KV6362;SPC PA S     -   283,965.90  2,763,842.01   sFT  0.99998056   +1 50 39.4
 KV6362;SPC NJ       -   138,221.124   115,255.542   MT  0.99991486   -0 15 44.2
 KV6362;SPC NJ       -   453,480.47    378,134.22   sFT  0.99991486   -0 15 44.2
 KV6362;UTM  18      - 4,436,385.932   507,897.449   MT  0.99960077   +0 03 34.7
 KV6362
 KV6362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6362!SPC PA S     -   1.00000506  x   0.99998056  =   0.99998562
 KV6362!SPC NJ       -   1.00000506  x   0.99991486  =   0.99991992
 KV6362!UTM  18      -   1.00000506  x   0.99960077  =   0.99960582
 KV6362
 KV6362                          SUPERSEDED SURVEY CONTROL
 KV6362
 KV6362  NAD 83(1996)-  40 04 39.73959(N)    074 54 26.55107(W) AD(       ) 3
 KV6362  NAD 83(1986)-  40 04 39.73726(N)    074 54 26.55347(W) AD(       ) 3
 KV6362
 KV6362.Superseded values are not recommended for survey control.
 KV6362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6362.See file dsdata.txt to determine how the superseded data were derived.
 KV6362
 KV6362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0789736386(NAD 83)
 KV6362_MARKER: N = NAIL
 KV6362_SETTING: 0 = UNSPECIFIED SETTING
 KV6362_MARK LOGO: NOS   
 KV6362_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6362+SATELLITE: SATELLITE OBSERVATIONS - 1978
 KV6362
 KV6362  HISTORY     - Date     Condition        Report By
 KV6362  HISTORY     - 1978     MONUMENTED       NOS
 KV6362
 KV6362                          STATION DESCRIPTION
 KV6362
 KV6362'DESCRIBED BY NATIONAL OCEAN SERVICE 1978
 KV6362'THE STATION IS LOCATED NEAR THE NW SIDE OF A TAR AND GRAVEL SIDEWALK
 KV6362'NEAR THE NESHAMINY STATE PARK MARINA WHICH IS JUST E OF THE NESHAMINY
 KV6362'CREEK OFF THE DELAWARE RIVER.
 KV6362'TO REACH STATION PROCEED BY BOAT TO THE MARINA AREA.
 KV6362'STATION MARK IS A NAIL IN THE CENTER OF NAILS IN THE CENTER OF THE TAR
 KV6362'AND GRAVEL SIDEWALK ON THE NW SIDE OF THE SIDEWALK WHICH SURROUNDS THE
 KV6362'MARINA.
 KV6362'RM 1 IS A NAIL IN THE TOP OF THE ASPHALT CURB 4.39 M (14.4 FT) NE OF
 KV6362'THE STATION.
 KV6362'RM 2 IS A NAIL IN THE TOP OF THE ASPHALT CURB 2.56 M (8.4 FT) N OF THE
 KV6362'STATION.
 KV6362'RM 3 IS A NAIL IN THE TOP OF THE ASPHALT CURB 4.21 M (13.8 FT) NW OF
 KV6362'THE STATION.
 KV6362'RM 4 IS A PUNCH MARK IN THE FAR NE CORNER OF THE STORM DRAIN GRATE
 KV6362'WHICH IS 4.66 M (15.3 FT) NE OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6363 ***********************************************************************
 KV6363  DESIGNATION -  61 12 NJ 78
 KV6363  PID         -  KV6363
 KV6363  STATE/COUNTY-  PA/BUCKS
 KV6363  USGS QUAD   -  BEVERLY (1973)
 KV6363
 KV6363                         *CURRENT SURVEY CONTROL
 KV6363  ___________________________________________________________________
 KV6363* NAD 83(1992)-  40 05 06.15649(N)    074 54 38.66647(W)     ADJUSTED  
 KV6363* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV6363  ___________________________________________________________________
 KV6363  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 KV6363  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KV6363
 KV6363  HORZ ORDER  -  THIRD
 KV6363
 KV6363.The horizontal coordinates were established by classical geodetic methods
 KV6363.and adjusted by the National Geodetic Survey in June 2002..
 KV6363
 KV6363.The orthometric height was scaled from a topographic map.
 KV6363
 KV6363.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6363
 KV6363.The geoid height was determined by GEOID03.
 KV6363
 KV6363;                    North         East     Units Scale Factor Converg.
 KV6363;SPC PA S     -    87,358.094   842,107.636   MT  0.99997974   +1 50 31.5
 KV6363;SPC PA S     -   286,607.35  2,762,814.80   sFT  0.99997974   +1 50 31.5
 KV6363;SPC NJ       -   139,037.151   114,972.271   MT  0.99991510   -0 15 52.2
 KV6363;SPC NJ       -   456,157.72    377,204.86   sFT  0.99991510   -0 15 52.2
 KV6363;UTM  18      - 4,437,200.098   507,609.688   MT  0.99960071   +0 03 26.9
 KV6363
 KV6363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6363!SPC PA S     -   1.00000506  x   0.99997974  =   0.99998480
 KV6363!SPC NJ       -   1.00000506  x   0.99991510  =   0.99992016
 KV6363!UTM  18      -   1.00000506  x   0.99960071  =   0.99960577
 KV6363
 KV6363                          SUPERSEDED SURVEY CONTROL
 KV6363
 KV6363  NAD 83(1996)-  40 05 06.15647(N)    074 54 38.66651(W) AD(       ) 3
 KV6363  NAD 83(1986)-  40 05 06.15415(N)    074 54 38.66885(W) AD(       ) 3
 KV6363
 KV6363.Superseded values are not recommended for survey control.
 KV6363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6363.See file dsdata.txt to determine how the superseded data were derived.
 KV6363
 KV6363_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0761037200(NAD 83)
 KV6363_MARKER: Z = SEE DESCRIPTION
 KV6363_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6363_SP_SET: DRILL HOLE IN A SIDEWALK
 KV6363_MARK LOGO: NOS   
 KV6363_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6363+SATELLITE: SATELLITE OBSERVATIONS - 1978
 KV6363
 KV6363  HISTORY     - Date     Condition        Report By
 KV6363  HISTORY     - 1978     MONUMENTED       NOS
 KV6363
 KV6363                          STATION DESCRIPTION
 KV6363
 KV6363'DESCRIBED BY NATIONAL OCEAN SERVICE 1978
 KV6363'THE STATION IS LOCATED ON THE E SIDE OF STATE ROAD BRIDGE OVER THE
 KV6363'NESHAMINY CREEK.
 KV6363'TO REACH STATION PROCEED TO AREA MENTIONED ABOVE.
 KV6363'STATION MARK IS A DRILL HOLE IN THE SIDEWALK ON THE E SIDE OF THE
 KV6363'BRIDGE.
 KV6363'RM 1 IS THE INTERSECTION OF THE SIDEWALK AND THE EDGE OF THE THIRD
 KV6363'BRIDGE RIB, WHICH IS 0.94 M (3.1 FT) E OF THE STATION.
 KV6363'RM 2 IS THE INTERSECTION OF THE SIDEWALK AND THE EDGE OF THE FOURTH
 KV6363'BRIDGE RIB WHICH IS 0.34 M (1.1 FT) S OF THE STATION.
 KV6363'RM 3 IS THE INTERSECTION OF THE SIDEWALK AND THE EDGE OF THE FIFTH
 KV6363'BRIDGE RIB WHICH IS 1.46 M (4.8 FT) SW OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6364 ***********************************************************************
 KV6364  DESIGNATION -  61 13 NJ 78
 KV6364  PID         -  KV6364
 KV6364  STATE/COUNTY-  PA/BUCKS
 KV6364  USGS QUAD   -  BEVERLY (1973)
 KV6364
 KV6364                         *CURRENT SURVEY CONTROL
 KV6364  ___________________________________________________________________
 KV6364* NAD 83(1992)-  40 05 11.45641(N)    074 54 53.87204(W)     ADJUSTED  
 KV6364* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV6364  ___________________________________________________________________
 KV6364  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 KV6364  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KV6364
 KV6364  HORZ ORDER  -  THIRD
 KV6364
 KV6364.The horizontal coordinates were established by classical geodetic methods
 KV6364.and adjusted by the National Geodetic Survey in June 2002..
 KV6364
 KV6364.The orthometric height was scaled from a topographic map.
 KV6364
 KV6364.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6364
 KV6364.The geoid height was determined by GEOID03.
 KV6364
 KV6364;                    North         East     Units Scale Factor Converg.
 KV6364;SPC PA S     -    87,509.904   841,742.346   MT  0.99997958   +1 50 21.7
 KV6364;SPC PA S     -   287,105.41  2,761,616.35   sFT  0.99997958   +1 50 21.7
 KV6364;SPC NJ       -   139,202.274   114,612.831   MT  0.99991541   -0 16 02.0
 KV6364;SPC NJ       -   456,699.46    376,025.60   sFT  0.99991541   -0 16 02.0
 KV6364;UTM  18      - 4,437,363.148   507,249.440   MT  0.99960065   +0 03 17.1
 KV6364
 KV6364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6364!SPC PA S     -   1.00000506  x   0.99997958  =   0.99998464
 KV6364!SPC NJ       -   1.00000506  x   0.99991541  =   0.99992047
 KV6364!UTM  18      -   1.00000506  x   0.99960065  =   0.99960571
 KV6364
 KV6364                          SUPERSEDED SURVEY CONTROL
 KV6364
 KV6364  NAD 83(1996)-  40 05 11.45641(N)    074 54 53.87205(W) AD(       ) 3
 KV6364  NAD 83(1986)-  40 05 11.45412(N)    074 54 53.87438(W) AD(       ) 3
 KV6364
 KV6364.Superseded values are not recommended for survey control.
 KV6364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6364.See file dsdata.txt to determine how the superseded data were derived.
 KV6364
 KV6364_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0724937363(NAD 83)
 KV6364_MARKER: Z = SEE DESCRIPTION
 KV6364_SETTING: 80 = SET IN A BOULDER
 KV6364_SP_SET: BOULDER
 KV6364_MARK LOGO: NOS   
 KV6364_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6364+STABILITY: SURFACE MOTION
 KV6364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6364+SATELLITE: SATELLITE OBSERVATIONS - 1978
 KV6364
 KV6364  HISTORY     - Date     Condition        Report By
 KV6364  HISTORY     - 1978     MONUMENTED       NOS
 KV6364
 KV6364                          STATION DESCRIPTION
 KV6364
 KV6364'DESCRIBED BY NATIONAL OCEAN SERVICE 1978
 KV6364'THE STATION IS LOCATED AT THE TOP EDGE OF AN EMBANKMENT ON THE W BANK
 KV6364'OF THE NESHAMINY CREEK.
 KV6364'TO REACH STATION BY BOAT PROCEED NW FROM THE ENTRANCE TO NESHAMINY
 KV6364'CREEK ABOUT 0.8 NAUTICAL MI TO STATION ON THE LEFT.
 KV6364'STATION MARK IS A DRILL HOLE IN THE TOP OF A 1.0 FT BY 3.0 FT BOULDER
 KV6364'FLUSH WITH THE GROUND AT THE TOP EDGE OF AN EMBANKMENT.
 KV6364'RM 1 IS A NAIL 2.0 FT ABOVE THE GROUND IN THE INSHORE FACE OF A 2.5 FT
 KV6364'DIA DOUBLE TREE 14.78 M (48.5 FT) S OF THE STATION.
 KV6364'RM 2 IS A NAIL 3.5 FT ABOVE THE GROUND IN THE DOWNSTREAM FACE OF A 1.5
 KV6364'FT DIA DEAD TREE 9.24 M (30.3 FT) W OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU4178 ***********************************************************************
 JU4178  DESIGNATION -  61 24 NJ 78
 JU4178  PID         -  JU4178
 JU4178  STATE/COUNTY-  PA/DELAWARE
 JU4178  USGS QUAD   -  BRIDGEPORT (1995)
 JU4178
 JU4178                         *CURRENT SURVEY CONTROL
 JU4178  ___________________________________________________________________
 JU4178* NAD 83(1992)-  39 51 32.79267(N)    075 17 26.03123(W)     ADJUSTED  
 JU4178* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU4178  ___________________________________________________________________
 JU4178  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 JU4178  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JU4178
 JU4178  HORZ ORDER  -  THIRD
 JU4178
 JU4178.The horizontal coordinates were established by classical geodetic methods
 JU4178.and adjusted by the National Geodetic Survey in June 2002..
 JU4178.No horizontal observational check was made to the station.
 JU4178
 JU4178.The orthometric height was scaled from a topographic map.
 JU4178
 JU4178.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4178
 JU4178.The geoid height was determined by GEOID03.
 JU4178
 JU4178;                    North         East     Units Scale Factor Converg.
 JU4178;SPC PA S     -    61,309.865   810,427.122   MT  1.00001244   +1 35 44.4
 JU4178;SPC PA S     -   201,147.45  2,658,876.32   sFT  1.00001244   +1 35 44.4
 JU4178;SPC NJ       -   114,171.483    82,358.506   MT  0.99995631   -0 30 24.1
 JU4178;SPC NJ       -   374,577.61    270,204.53   sFT  0.99995631   -0 30 24.1
 JU4178;UTM  18      - 4,412,160.284   475,146.606   MT  0.99960760   -0 11 10.4
 JU4178
 JU4178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4178!SPC PA S     -   1.00000490  x   1.00001244  =   1.00001734
 JU4178!SPC NJ       -   1.00000490  x   0.99995631  =   0.99996121
 JU4178!UTM  18      -   1.00000490  x   0.99960760  =   0.99961250
 JU4178
 JU4178                          SUPERSEDED SURVEY CONTROL
 JU4178
 JU4178  NAD 83(1996)-  39 51 32.79268(N)    075 17 26.03116(W) AD(       ) 3
 JU4178  NAD 83(1991)-  39 51 32.79025(N)    075 17 26.03277(W) AD(       ) 3
 JU4178  NAD 83(1986)-  39 51 32.78846(N)    075 17 26.03548(W) AD(       ) 3
 JU4178
 JU4178.Superseded values are not recommended for survey control.
 JU4178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4178.See file dsdata.txt to determine how the superseded data were derived.
 JU4178
 JU4178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7514712160(NAD 83)
 JU4178_MARKER: Z = SEE DESCRIPTION
 JU4178_SETTING: 0 = UNSPECIFIED SETTING
 JU4178_MARK LOGO: NOS   
 JU4178_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4178_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4178+SATELLITE: SATELLITE OBSERVATIONS - 1978
 JU4178
 JU4178  HISTORY     - Date     Condition        Report By
 JU4178  HISTORY     - 1978     MONUMENTED       NOS
 JU4178
 JU4178                          STATION DESCRIPTION
 JU4178
 JU4178'DESCRIBED BY NATIONAL OCEAN SERVICE 1978
 JU4178'THE STATION IS LOCATED ON THE NORTHERN SHORE OF THE DELAWARE RIVER IN
 JU4178'ESSINGTON ACROSS THE WATER FROM LITTLE TINICUM ISLAND.
 JU4178'TO REACH STATION PROCEED BY BOAT.
 JU4178'STATION MARK IS A DRILL HOLE IN CONCRETE IN THE CENTER OF THE
 JU4178'DOWNSTREAM MOORING POST ON THE WHARF UPSTREAM OF THE PUMPHOUSE AND
 JU4178'PIPELINE.
 JU4178'RM 1 IS A CROSS CUT IN THE DOWNSTREAM OFFSHORE CORNER OF THE WHARF
 JU4178'WHICH IS 1.40 M (4.6 FT) SW OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU4179 ***********************************************************************
 JU4179  DESIGNATION -  61 25 NJ 78
 JU4179  PID         -  JU4179
 JU4179  STATE/COUNTY-  PA/DELAWARE
 JU4179  USGS QUAD   -  BRIDGEPORT (1995)
 JU4179
 JU4179                         *CURRENT SURVEY CONTROL
 JU4179  ___________________________________________________________________
 JU4179* NAD 83(1992)-  39 51 13.54800(N)    075 19 54.68985(W)     ADJUSTED  
 JU4179* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU4179  ___________________________________________________________________
 JU4179  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 JU4179  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU4179
 JU4179  HORZ ORDER  -  THIRD
 JU4179
 JU4179.The horizontal coordinates were established by classical geodetic methods
 JU4179.and adjusted by the National Geodetic Survey in June 2002..
 JU4179
 JU4179.The orthometric height was scaled from a topographic map.
 JU4179
 JU4179.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4179
 JU4179.The geoid height was determined by GEOID03.
 JU4179
 JU4179;                    North         East     Units Scale Factor Converg.
 JU4179;SPC PA S     -    60,618.963   806,911.180   MT  1.00001340   +1 34 07.9
 JU4179;SPC PA S     -   198,880.71  2,647,341.10   sFT  1.00001340   +1 34 07.9
 JU4179;SPC NJ       -   113,610.046    78,819.777   MT  0.99996236   -0 31 59.2
 JU4179;SPC NJ       -   372,735.63    258,594.55   sFT  0.99996236   -0 31 59.2
 JU4179;SPC DE       -   205,796.295   207,257.504   MT  0.99999565   +0 03 15.7
 JU4179;SPC DE       -   675,183.34    679,977.33   sFT  0.99999565   +0 03 15.7
 JU4179;UTM  18      - 4,411,579.268   471,612.312   MT  0.99960992   -0 12 45.6
 JU4179
 JU4179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4179!SPC PA S     -   1.00000506  x   1.00001340  =   1.00001846
 JU4179!SPC NJ       -   1.00000506  x   0.99996236  =   0.99996742
 JU4179!SPC DE       -   1.00000506  x   0.99999565  =   1.00000071
 JU4179!UTM  18      -   1.00000506  x   0.99960992  =   0.99961498
 JU4179
 JU4179                          SUPERSEDED SURVEY CONTROL
 JU4179
 JU4179  NAD 83(1996)-  39 51 13.54800(N)    075 19 54.68985(W) AD(       ) 3
 JU4179  NAD 83(1991)-  39 51 13.54704(N)    075 19 54.69121(W) AD(       ) 3
 JU4179  NAD 83(1986)-  39 51 13.54352(N)    075 19 54.69383(W) AD(       ) 3
 JU4179
 JU4179.Superseded values are not recommended for survey control.
 JU4179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4179.See file dsdata.txt to determine how the superseded data were derived.
 JU4179
 JU4179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7161211579(NAD 83)
 JU4179_MARKER: Z = SEE DESCRIPTION
 JU4179_SETTING: 0 = UNSPECIFIED SETTING
 JU4179_MARK LOGO: NOS   
 JU4179_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4179
 JU4179  HISTORY     - Date     Condition        Report By
 JU4179  HISTORY     - 1978     MONUMENTED       NOS
 JU4179
 JU4179                          STATION DESCRIPTION
 JU4179
 JU4179'DESCRIBED BY NATIONAL OCEAN SERVICE 1978
 JU4179'THE STATION IS LOCATED ON THE NORTHERN SHORE OF THE DELAWARE RIVER
 JU4179'BETWEEN CRUM CREEK AND RIDLEY CREEK.
 JU4179'TO REACH STATION PROCEED BY BOAT.
 JU4179'STATION MARK IS THE CENTER OF FIVE PUNCH MARKS ON THE DOWNRIVER
 JU4179'OFFSHORE SIDE OF THE UPPERMOST STEEL PLATFORM FOR THE CHESTER RANGE
 JU4179'FRONT LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU4181 ***********************************************************************
 JU4181  DESIGNATION -  61 27 NJ 78
 JU4181  PID         -  JU4181
 JU4181  STATE/COUNTY-  PA/DELAWARE
 JU4181  USGS QUAD   -  MARCUS HOOK (1993)
 JU4181
 JU4181                         *CURRENT SURVEY CONTROL
 JU4181  ___________________________________________________________________
 JU4181* NAD 83(1992)-  39 49 31.49406(N)    075 23 04.56602(W)     ADJUSTED  
 JU4181* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU4181  ___________________________________________________________________
 JU4181  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 JU4181  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JU4181
 JU4181  HORZ ORDER  -  THIRD
 JU4181
 JU4181.The horizontal coordinates were established by classical geodetic methods
 JU4181.and adjusted by the National Geodetic Survey in June 2002..
 JU4181
 JU4181.The orthometric height was scaled from a topographic map.
 JU4181
 JU4181.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4181
 JU4181.The geoid height was determined by GEOID03.
 JU4181
 JU4181;                    North         East     Units Scale Factor Converg.
 JU4181;SPC PA S     -    57,350.255   802,483.519   MT  1.00001863   +1 32 04.8
 JU4181;SPC PA S     -   188,156.63  2,632,814.68   sFT  1.00001863   +1 32 04.8
 JU4181;SPC NJ       -   110,506.060    74,275.450   MT  0.99997057   -0 33 59.7
 JU4181;SPC NJ       -   362,551.97    243,685.37   sFT  0.99997057   -0 33 59.7
 JU4181;SPC DE       -   202,645.803   202,745.100   MT  0.99999509   +0 01 13.9
 JU4181;SPC DE       -   664,847.11    665,172.88   sFT  0.99999509   +0 01 13.9
 JU4181;UTM  18      - 4,408,451.034   467,087.017   MT  0.99961334   -0 14 46.8
 JU4181
 JU4181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4181!SPC PA S     -   1.00000506  x   1.00001863  =   1.00002369
 JU4181!SPC NJ       -   1.00000506  x   0.99997057  =   0.99997563
 JU4181!SPC DE       -   1.00000506  x   0.99999509  =   1.00000015
 JU4181!UTM  18      -   1.00000506  x   0.99961334  =   0.99961840
 JU4181
 JU4181                          SUPERSEDED SURVEY CONTROL
 JU4181
 JU4181  NAD 83(1996)-  39 49 31.49406(N)    075 23 04.56602(W) AD(       ) 3
 JU4181  NAD 83(1991)-  39 49 31.49337(N)    075 23 04.56650(W) AD(       ) 3
 JU4181  NAD 83(1986)-  39 49 31.48892(N)    075 23 04.56850(W) AD(       ) 3
 JU4181
 JU4181.Superseded values are not recommended for survey control.
 JU4181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4181.See file dsdata.txt to determine how the superseded data were derived.
 JU4181
 JU4181_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6708708451(NAD 83)
 JU4181_MARKER: Z = SEE DESCRIPTION
 JU4181_SETTING: 0 = UNSPECIFIED SETTING
 JU4181_MARK LOGO: NOS   
 JU4181_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4181+SATELLITE: SATELLITE OBSERVATIONS - 1978
 JU4181
 JU4181  HISTORY     - Date     Condition        Report By
 JU4181  HISTORY     - 1978     MONUMENTED       NOS
 JU4181
 JU4181                          STATION DESCRIPTION
 JU4181
 JU4181'DESCRIBED BY NATIONAL OCEAN SERVICE 1978
 JU4181'THE STATION IS LOCATED NEAR THE N SHORE OF THE DELAWARE RIVER JUST SW
 JU4181'OF THE COMMODORE BARRY BRIDGE.
 JU4181'TO REACH STATION PROCEED BY BOAT.
 JU4181'STATION MARK IS A NAIL CEMENTED IN A 2 1/2 INCH IRON PIPE WHICH IS
 JU4181'CEMENTED IN A 0.9 FT BY 1.2 FT CONCRETE PAD MARKED---WEST TOWER--- ON
 JU4181'THE UPRIVER OFFSHORE CAISSON OF THE NW TRANSMISSION TOWER CROSSING THE
 JU4181'DELAWARE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2297 ***********************************************************************
 KW2297  DESIGNATION -  61 PRR
 KW2297  PID         -  KW2297
 KW2297  STATE/COUNTY-  PA/MIFFLIN
 KW2297  USGS QUAD   -  BELLEVILLE (1973)
 KW2297
 KW2297                         *CURRENT SURVEY CONTROL
 KW2297  ___________________________________________________________________
 KW2297* NAD 83(1986)-  40 30 43.     (N)    077 39 32.     (W)     SCALED    
 KW2297* NAVD 88     -       151.520  (meters)     497.11   (feet)  ADJUSTED  
 KW2297  ___________________________________________________________________
 KW2297  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KW2297  DYNAMIC HT  -         151.444 (meters)     496.86  (feet)  COMP
 KW2297  MODELED GRAV-     980,123.4   (mgal)                       NAVD 88
 KW2297
 KW2297  VERT ORDER  -  FIRST     CLASS I
 KW2297
 KW2297.The horizontal coordinates were scaled from a topographic map and have
 KW2297.an estimated accuracy of +/- 6 seconds.
 KW2297
 KW2297.The orthometric height was determined by differential leveling
 KW2297.and adjusted by the National Geodetic Survey in June 1991..
 KW2297
 KW2297.The geoid height was determined by GEOID03.
 KW2297
 KW2297.The dynamic height is computed by dividing the NAVD 88
 KW2297.geopotential number by the normal gravity value computed on the
 KW2297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2297.degrees latitude (g = 980.6199 gals.).
 KW2297
 KW2297.The modeled gravity was interpolated from observed gravity values.
 KW2297
 KW2297;                    North         East    Units  Estimated Accuracy
 KW2297;SPC PA S     -   130,870.      607,720.      MT  (+/- 180 meters Scaled)
 KW2297
 KW2297                          SUPERSEDED SURVEY CONTROL
 KW2297
 KW2297  NGVD 29 (??/??/??)  151.721  (m)          497.77   (f) ADJUSTED    1 1
 KW2297
 KW2297.Superseded values are not recommended for survey control.
 KW2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2297.See file dsdata.txt to determine how the superseded data were derived.
 KW2297
 KW2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK747879(NAD 83)
 KW2297_MARKER: B = BOLT
 KW2297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2297_SP_SET: CULVERT
 KW2297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2297
 KW2297  HISTORY     - Date     Condition        Report By
 KW2297  HISTORY     - UNK      MONUMENTED       PRR
 KW2297  HISTORY     - 1966     GOOD             CGS
 KW2297
 KW2297                          STATION DESCRIPTION
 KW2297
 KW2297'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2297'4.2 MI NE FROM MC VEYTOWN.
 KW2297'ABOUT 4.25 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD
 KW2297'FROM A CROSSING OF THE RAILROAD AND A PAVED ROAD AT MC VEYTOWN,
 KW2297'15 1/2 RAILS SOUTHWEST OF MILEPOST 173, 41 FEET SOUTHEAST OF THE
 KW2297'SOUTHEAST RAIL OF THE SOUTHEAST SET OF TRACKS, SET IN THE
 KW2297'TOP OF THE EAST END OF THE SOUTH STONE HEAD WALL OF A
 KW2297'CULVERT, 8.6 FEET SOUTH OF THE 4TH TELEPHONE POLE SOUTHWEST
 KW2297'OF MILEPOST 173, AND ABOUT 8 FEET BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0324 ***********************************************************************
 LZ0324  DESIGNATION -  61 USGS
 LZ0324  PID         -  LZ0324
 LZ0324  STATE/COUNTY-  PA/LYCOMING
 LZ0324  USGS QUAD   -  MUNCY (1986)
 LZ0324
 LZ0324                         *CURRENT SURVEY CONTROL
 LZ0324  ___________________________________________________________________
 LZ0324* NAD 83(1986)-  41 14 07.     (N)    076 49 20.     (W)     SCALED    
 LZ0324* NAVD 88     -       154.483  (meters)     506.83   (feet)  ADJUSTED  
 LZ0324  ___________________________________________________________________
 LZ0324  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 LZ0324  DYNAMIC HT  -         154.417 (meters)     506.62  (feet)  COMP
 LZ0324  MODELED GRAV-     980,193.9   (mgal)                       NAVD 88
 LZ0324
 LZ0324  VERT ORDER  -  SECOND    CLASS 0
 LZ0324
 LZ0324.The horizontal coordinates were scaled from a topographic map and have
 LZ0324.an estimated accuracy of +/- 6 seconds.
 LZ0324
 LZ0324.The orthometric height was determined by differential leveling
 LZ0324.and adjusted by the National Geodetic Survey in June 1991..
 LZ0324
 LZ0324.The geoid height was determined by GEOID03.
 LZ0324
 LZ0324.The dynamic height is computed by dividing the NAVD 88
 LZ0324.geopotential number by the normal gravity value computed on the
 LZ0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0324.degrees latitude (g = 980.6199 gals.).
 LZ0324
 LZ0324.The modeled gravity was interpolated from observed gravity values.
 LZ0324
 LZ0324;                    North         East    Units  Estimated Accuracy
 LZ0324;SPC PA N     -   119,090.      677,780.      MT  (+/- 180 meters Scaled)
 LZ0324
 LZ0324                          SUPERSEDED SURVEY CONTROL
 LZ0324
 LZ0324  NGVD 29 (??/??/92)  154.701  (m)          507.55   (f) ADJ UNCH    2 0
 LZ0324
 LZ0324.Superseded values are not recommended for survey control.
 LZ0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0324.See file dsdata.txt to determine how the superseded data were derived.
 LZ0324
 LZ0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL472664(NAD 83)
 LZ0324_MARKER: DD = SURVEY DISK
 LZ0324_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0324_SP_SET: BRIDGE
 LZ0324_STAMPING: 61 DOP USGS 1962
 LZ0324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0324
 LZ0324  HISTORY     - Date     Condition        Report By
 LZ0324  HISTORY     - 1962     MONUMENTED       PADH
 LZ0324  HISTORY     - 1969     GOOD             NGS
 LZ0324
 LZ0324                          STATION DESCRIPTION
 LZ0324
 LZ0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ0324'5.5 MI W FROM HUGHESVILLE.
 LZ0324'ABOUT 5.5 MILES WEST ALONG U.S. HIGHWAY 220 FROM ITS JUNCTION
 LZ0324'WITH STATE HIGHWAY 405 IN THE NORTH EDGE OF HUGHESVILLE, ABOUT
 LZ0324'5.6 MILES EAST ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE IN
 LZ0324'MOUNTERSVILLE, 27 FEET NORTHEAST OF THE CENTERLINE OF THE
 LZ0324'HIGHWAY, SET IN THE TOP OF THE NORTHEAST WINGWALL OF A BRIDGE
 LZ0324'AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2046 ***********************************************************************
 JV2046  DESIGNATION -  613 USGS
 JV2046  PID         -  JV2046
 JV2046  STATE/COUNTY-  PA/ADAMS
 JV2046  USGS QUAD   -  BIGLERVILLE (1990)
 JV2046
 JV2046                         *CURRENT SURVEY CONTROL
 JV2046  ___________________________________________________________________
 JV2046* NAD 83(1986)-  39 53 34.     (N)    077 14 31.     (W)     SCALED    
 JV2046* NAVD 88     -       187.066  (meters)     613.73   (feet)  ADJUSTED  
 JV2046  ___________________________________________________________________
 JV2046  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JV2046  DYNAMIC HT  -         186.966 (meters)     613.40  (feet)  COMP
 JV2046  MODELED GRAV-     980,085.2   (mgal)                       NAVD 88
 JV2046
 JV2046  VERT ORDER  -  SECOND    CLASS 0
 JV2046
 JV2046.The horizontal coordinates were scaled from a topographic map and have
 JV2046.an estimated accuracy of +/- 6 seconds.
 JV2046
 JV2046.The orthometric height was determined by differential leveling
 JV2046.and adjusted by the National Geodetic Survey in June 1991..
 JV2046
 JV2046.The geoid height was determined by GEOID03.
 JV2046
 JV2046.The dynamic height is computed by dividing the NAVD 88
 JV2046.geopotential number by the normal gravity value computed on the
 JV2046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2046.degrees latitude (g = 980.6199 gals.).
 JV2046
 JV2046.The modeled gravity was interpolated from observed gravity values.
 JV2046
 JV2046;                    North         East    Units  Estimated Accuracy
 JV2046;SPC PA S     -    62,240.      643,450.      MT  (+/- 180 meters Scaled)
 JV2046
 JV2046                          SUPERSEDED SURVEY CONTROL
 JV2046
 JV2046  NGVD 29 (??/??/??)  187.259  (m)          614.37   (f) ADJUSTED    2 0
 JV2046
 JV2046.Superseded values are not recommended for survey control.
 JV2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2046.See file dsdata.txt to determine how the superseded data were derived.
 JV2046
 JV2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK083182(NAD 83)
 JV2046_MARKER: DD = SURVEY DISK
 JV2046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV2046_SP_SET: FOUNDATION
 JV2046_STAMPING: 613
 JV2046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV2046
 JV2046  HISTORY     - Date     Condition        Report By
 JV2046  HISTORY     - UNK      MONUMENTED       USGS
 JV2046  HISTORY     - 1935     GOOD             CGS
 JV2046  HISTORY     - 20060614 GOOD             GEOCAC
 JV2046
 JV2046                          STATION DESCRIPTION
 JV2046
 JV2046'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV2046'AT GOLDENVILLE.
 JV2046'AT GOLDENVILLE, ADAMS COUNTY, 132 FEET WEST OF THE READING CO.
 JV2046'RAILWAY STATION, 117 FEET WEST OF THE CENTER LINE OF THE MAIN
 JV2046'TRACK, IN THE STONE FOUNDATION AT THE SOUTHEAST CORNER OF THE
 JV2046'MILUS A. WILSON HOUSE, AND ABOUT 1 FOOT ABOVE GROUND.  A UNITED
 JV2046'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 613 AND SET
 JV2046'VERTICALLY.
 JV2046
 JV2046                          STATION RECOVERY (2006)
 JV2046
 JV2046'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV2046'OMIT RAILWAY STATION MEASUREMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0568 ***********************************************************************
 LZ0568  DESIGNATION -  613+87
 LZ0568  PID         -  LZ0568
 LZ0568  STATE/COUNTY-  PA/BRADFORD
 LZ0568  USGS QUAD   -  EAST TROY (1969)
 LZ0568
 LZ0568                         *CURRENT SURVEY CONTROL
 LZ0568  ___________________________________________________________________
 LZ0568* NAD 83(1986)-  41 45 44.     (N)    076 41 18.     (W)     SCALED    
 LZ0568* NAVD 88     -       286.502  (meters)     939.97   (feet)  ADJUSTED  
 LZ0568  ___________________________________________________________________
 LZ0568  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 LZ0568  DYNAMIC HT  -         286.385 (meters)     939.58  (feet)  COMP
 LZ0568  MODELED GRAV-     980,208.9   (mgal)                       NAVD 88
 LZ0568
 LZ0568  VERT ORDER  -  SECOND    CLASS 0
 LZ0568
 LZ0568.The horizontal coordinates were scaled from a topographic map and have
 LZ0568.an estimated accuracy of +/- 6 seconds.
 LZ0568
 LZ0568.The orthometric height was determined by differential leveling
 LZ0568.and adjusted by the National Geodetic Survey in June 1991..
 LZ0568
 LZ0568.The geoid height was determined by GEOID03.
 LZ0568
 LZ0568.The dynamic height is computed by dividing the NAVD 88
 LZ0568.geopotential number by the normal gravity value computed on the
 LZ0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0568.degrees latitude (g = 980.6199 gals.).
 LZ0568
 LZ0568.The modeled gravity was interpolated from observed gravity values.
 LZ0568
 LZ0568;                    North         East    Units  Estimated Accuracy
 LZ0568;SPC PA N     -   177,740.      688,280.      MT  (+/- 180 meters Scaled)
 LZ0568
 LZ0568                          SUPERSEDED SURVEY CONTROL
 LZ0568
 LZ0568  NGVD 29 (??/??/92)  286.671  (m)          940.52   (f) ADJ UNCH    2 0
 LZ0568
 LZ0568.Superseded values are not recommended for survey control.
 LZ0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0568.See file dsdata.txt to determine how the superseded data were derived.
 LZ0568
 LZ0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM596247(NAD 83)
 LZ0568_MARKER: DD = SURVEY DISK
 LZ0568_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0568_SP_SET: BRIDGE
 LZ0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0568
 LZ0568  HISTORY     - Date     Condition        Report By
 LZ0568  HISTORY     - UNK      MONUMENTED       PADH
 LZ0568  HISTORY     - 1935     GOOD             NGS
 LZ0568
 LZ0568                          STATION DESCRIPTION
 LZ0568
 LZ0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ0568'0.7 MI W FROM WEST BURLINGTON.
 LZ0568'0.7 MILE WEST ALONG U.S. HIGHWAY 6 FROM A SCHOOL AT WEST
 LZ0568'BURLINGTON, BRADFORD COUNTY, AT STATION 6/13+87, AT A 30-FOOT
 LZ0568'SPAN CONCRETE BRIDGE OVER A STREAM, IN THE TOP OF THE SOUTHWEST
 LZ0568'WING WALL, 12 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND
 LZ0568'ABOUT LEVEL WITH THE ROADWAY.  A PENNSYLVANIA DEPARTMENT OF
 LZ0568'HIGHWAYS STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1588 ***********************************************************************
 JV1588  DESIGNATION -  614 PRR
 JV1588  PID         -  JV1588
 JV1588  STATE/COUNTY-  PA/YORK
 JV1588  USGS QUAD   -  HANOVER (1984)
 JV1588
 JV1588                         *CURRENT SURVEY CONTROL
 JV1588  ___________________________________________________________________
 JV1588* NAD 83(1986)-  39 48 16.     (N)    076 59 07.     (W)     SCALED    
 JV1588* NAVD 88     -       187.108  (meters)     613.87   (feet)  ADJUSTED  
 JV1588  ___________________________________________________________________
 JV1588  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JV1588  DYNAMIC HT  -         187.009 (meters)     613.55  (feet)  COMP
 JV1588  MODELED GRAV-     980,093.1   (mgal)                       NAVD 88
 JV1588
 JV1588  VERT ORDER  -  SECOND    CLASS 0
 JV1588
 JV1588.The horizontal coordinates were scaled from a topographic map and have
 JV1588.an estimated accuracy of +/- 6 seconds.
 JV1588
 JV1588.The orthometric height was determined by differential leveling
 JV1588.and adjusted by the National Geodetic Survey in June 1991..
 JV1588
 JV1588.The geoid height was determined by GEOID03.
 JV1588
 JV1588.The dynamic height is computed by dividing the NAVD 88
 JV1588.geopotential number by the normal gravity value computed on the
 JV1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1588.degrees latitude (g = 980.6199 gals.).
 JV1588
 JV1588.The modeled gravity was interpolated from observed gravity values.
 JV1588
 JV1588;                    North         East    Units  Estimated Accuracy
 JV1588;SPC PA S     -    52,590.      665,490.      MT  (+/- 180 meters Scaled)
 JV1588
 JV1588                          SUPERSEDED SURVEY CONTROL
 JV1588
 JV1588  NGVD 29 (??/??/??)  187.313  (m)          614.54   (f) ADJUSTED    2 0
 JV1588
 JV1588.Superseded values are not recommended for survey control.
 JV1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1588.See file dsdata.txt to determine how the superseded data were derived.
 JV1588
 JV1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK300079(NAD 83)
 JV1588_MARKER: B = BOLT
 JV1588_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV1588_SP_SET: STEP
 JV1588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV1588_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JV1588+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2004
 JV1588
 JV1588  HISTORY     - Date     Condition        Report By
 JV1588  HISTORY     - UNK      MONUMENTED       PRR
 JV1588  HISTORY     - 1935     GOOD             CGS
 JV1588  HISTORY     - 1942     GOOD             CGS
 JV1588  HISTORY     - 20040902 GOOD             GEOCAC
 JV1588
 JV1588                          STATION DESCRIPTION
 JV1588
 JV1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1588'AT HANOVER.
 JV1588'AT HANOVER, YORK COUNTY, AT THE SOUTH SIDE OF THE PENNSYLVANIA
 JV1588'RAILROAD AND THE WESTERN MARYLAND RAILWAY STATION, IN THE TOP
 JV1588'OF THE WEST DOORSTEP, ABOUT 105 FEET SOUTH OF THE CENTER LINE
 JV1588'OF THE W.M. RY., AND 54 FEET NORTH OF THE CENTER LINE OF THE
 JV1588'P.R.R.  A COPPER BOLT.
 JV1588
 JV1588                          STATION RECOVERY (1942)
 JV1588
 JV1588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 JV1588'RECOVERED IN GOOD CONDITION.
 JV1588
 JV1588                          STATION RECOVERY (2004)
 JV1588
 JV1588'RECOVERY NOTE BY GEOCACHING 2004 (MHB)
 JV1588'THE FORMER TRAIN STATION NOW HOUSES THE FISCHER INSURANCE AGENCY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2050 ***********************************************************************
 KW2050  DESIGNATION -  614 USGS
 KW2050  PID         -  KW2050
 KW2050  STATE/COUNTY-  PA/CUMBERLAND
 KW2050  USGS QUAD   -  PLAINFIELD (1975)
 KW2050
 KW2050                         *CURRENT SURVEY CONTROL
 KW2050  ___________________________________________________________________
 KW2050* NAD 83(1986)-  40 08 20.     (N)    077 21 56.     (W)     SCALED    
 KW2050* NAVD 88     -       186.911  (meters)     613.22   (feet)  ADJUSTED  
 KW2050  ___________________________________________________________________
 KW2050  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KW2050  DYNAMIC HT  -         186.811 (meters)     612.90  (feet)  COMP
 KW2050  MODELED GRAV-     980,086.1   (mgal)                       NAVD 88
 KW2050
 KW2050  VERT ORDER  -  SECOND    CLASS 0
 KW2050
 KW2050.The horizontal coordinates were scaled from a topographic map and have
 KW2050.an estimated accuracy of +/- 6 seconds.
 KW2050
 KW2050.The orthometric height was determined by differential leveling
 KW2050.and adjusted by the National Geodetic Survey in June 1991..
 KW2050
 KW2050.The geoid height was determined by GEOID03.
 KW2050
 KW2050.The dynamic height is computed by dividing the NAVD 88
 KW2050.geopotential number by the normal gravity value computed on the
 KW2050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2050.degrees latitude (g = 980.6199 gals.).
 KW2050
 KW2050.The modeled gravity was interpolated from observed gravity values.
 KW2050
 KW2050;                    North         East    Units  Estimated Accuracy
 KW2050;SPC PA S     -    89,520.      632,760.      MT  (+/- 180 meters Scaled)
 KW2050
 KW2050                          SUPERSEDED SURVEY CONTROL
 KW2050
 KW2050  NGVD 29 (??/??/??)  187.125  (m)          613.93   (f) ADJUSTED    2 0
 KW2050
 KW2050.Superseded values are not recommended for survey control.
 KW2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2050.See file dsdata.txt to determine how the superseded data were derived.
 KW2050
 KW2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK984458(NAD 83)
 KW2050_MARKER: DD = SURVEY DISK
 KW2050_SETTING: 66 = SET IN ROCK OUTCROP
 KW2050_SP_SET: ROCK OUTCROP
 KW2050_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW2050+STABILITY: POSITION/ELEVATION WELL
 KW2050
 KW2050  HISTORY     - Date     Condition        Report By
 KW2050  HISTORY     - UNK      MONUMENTED       USGS
 KW2050  HISTORY     - 1961     GOOD             CGS
 KW2050  HISTORY     - 1979     MARK NOT FOUND   NGS
 KW2050  HISTORY     - 20060128 MARK NOT FOUND   GEOCAC
 KW2050
 KW2050                          STATION DESCRIPTION
 KW2050
 KW2050'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KW2050'3.1 MI SE FROM NEWVILLE.
 KW2050'0.5 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM NEWVILLE,
 KW2050'CUMBERLAND COUNTY, THENCE 2.6 MILES SOUTHEAST ALONG STATE
 KW2050'HIGWHAY 233, 225 FEET SOUTHEAST OF THE INTERSECTION OF STATE
 KW2050'HIGHWAY 233 AND U.S. HIGHWAY 11, 15.7 FEET SOUTH OF THE CENTERLINE
 KW2050'OF STATE HIGHWAY 233, 44 FEET SOUTHEAST OF POWER LINE POLE
 KW2050'36871, IN A ROCK OUTCROP, AND 2-1/2 FEET HIGHER THAN THE SURFACE
 KW2050'OF THE HIGHWAY.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, UNSTAMPED.
 KW2050
 KW2050                          STATION RECOVERY (1979)
 KW2050
 KW2050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2050'NOTE--HIGHWAY HAD BEEN WIDENED, ASSUMED DESTROYED.
 KW2050
 KW2050                          STATION RECOVERY (2006)
 KW2050
 KW2050'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1070 ***********************************************************************
 LZ1070  DESIGNATION -  614.6
 LZ1070  PID         -  LZ1070
 LZ1070  STATE/COUNTY-  PA/LYCOMING
 LZ1070  USGS QUAD   -  WATERVILLE (1983)
 LZ1070
 LZ1070                         *CURRENT SURVEY CONTROL
 LZ1070  ___________________________________________________________________
 LZ1070* NAD 83(1986)-  41 17 55.     (N)    077 20 45.     (W)     SCALED    
 LZ1070* NAVD 88     -       187.237  (meters)     614.29   (feet)  ADJUSTED  
 LZ1070  ___________________________________________________________________
 LZ1070  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 LZ1070  DYNAMIC HT  -         187.154 (meters)     614.02  (feet)  COMP
 LZ1070  MODELED GRAV-     980,176.7   (mgal)                       NAVD 88
 LZ1070
 LZ1070  VERT ORDER  -  SECOND    CLASS 0
 LZ1070
 LZ1070.The horizontal coordinates were scaled from a topographic map and have
 LZ1070.an estimated accuracy of +/- 6 seconds.
 LZ1070
 LZ1070.The orthometric height was determined by differential leveling
 LZ1070.and adjusted by the National Geodetic Survey in June 1991..
 LZ1070
 LZ1070.The geoid height was determined by GEOID03.
 LZ1070
 LZ1070.The dynamic height is computed by dividing the NAVD 88
 LZ1070.geopotential number by the normal gravity value computed on the
 LZ1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1070.degrees latitude (g = 980.6199 gals.).
 LZ1070
 LZ1070.The modeled gravity was interpolated from observed gravity values.
 LZ1070
 LZ1070;                    North         East    Units  Estimated Accuracy
 LZ1070;SPC PA N     -   125,790.      633,850.      MT  (+/- 180 meters Scaled)
 LZ1070
 LZ1070                          SUPERSEDED SURVEY CONTROL
 LZ1070
 LZ1070  NGVD 29 (??/??/92)  187.433  (m)          614.94   (f) ADJ UNCH    2 0
 LZ1070
 LZ1070.Superseded values are not recommended for survey control.
 LZ1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1070.See file dsdata.txt to determine how the superseded data were derived.
 LZ1070
 LZ1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL035745(NAD 83)
 LZ1070_MARKER: Q = CHISELED SQUARE
 LZ1070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1070_SP_SET: SEMAPHORE
 LZ1070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1070
 LZ1070  HISTORY     - Date     Condition        Report By
 LZ1070  HISTORY     - UNK      MONUMENTED       USGS
 LZ1070  HISTORY     - 1934     GOOD             NGS
 LZ1070
 LZ1070                          STATION DESCRIPTION
 LZ1070
 LZ1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1070'1.4 MI S FROM WATERVILLE.
 LZ1070'ABOUT 1.4 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LZ1070'WATERVILLE, LYCOMING COUNTY, ABOUT 640 FEET SOUTH OF L 158, AT
 LZ1070'AN 8-FOOT CUT, AND IN THE TOP OF THE NORTHEAST CORNER OF
 LZ1070'SEMAPHORE 158.1.  A CHISELED SQUARE, MARKED BY THE PAINTED
 LZ1070'LETTERS B M 614.6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2056 ***********************************************************************
 JV2056  DESIGNATION -  615 USGS
 JV2056  PID         -  JV2056
 JV2056  STATE/COUNTY-  PA/ADAMS
 JV2056  USGS QUAD   -  BIGLERVILLE (1990)
 JV2056
 JV2056                         *CURRENT SURVEY CONTROL
 JV2056  ___________________________________________________________________
 JV2056* NAD 83(1986)-  39 58 12.     (N)    077 13 00.     (W)     SCALED    
 JV2056* NAVD 88     -       187.380  (meters)     614.76   (feet)  ADJUSTED  
 JV2056  ___________________________________________________________________
 JV2056  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JV2056  DYNAMIC HT  -         187.278 (meters)     614.43  (feet)  COMP
 JV2056  MODELED GRAV-     980,073.6   (mgal)                       NAVD 88
 JV2056
 JV2056  VERT ORDER  -  SECOND    CLASS 0
 JV2056
 JV2056.The horizontal coordinates were scaled from a topographic map and have
 JV2056.an estimated accuracy of +/- 6 seconds.
 JV2056
 JV2056.The orthometric height was determined by differential leveling
 JV2056.and adjusted by the National Geodetic Survey in June 1991..
 JV2056
 JV2056.The geoid height was determined by GEOID03.
 JV2056
 JV2056.The dynamic height is computed by dividing the NAVD 88
 JV2056.geopotential number by the normal gravity value computed on the
 JV2056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2056.degrees latitude (g = 980.6199 gals.).
 JV2056
 JV2056.The modeled gravity was interpolated from observed gravity values.
 JV2056
 JV2056;                    North         East    Units  Estimated Accuracy
 JV2056;SPC PA S     -    70,830.      645,560.      MT  (+/- 180 meters Scaled)
 JV2056
 JV2056                          SUPERSEDED SURVEY CONTROL
 JV2056
 JV2056  NGVD 29 (??/??/??)  187.573  (m)          615.40   (f) ADJUSTED    2 0
 JV2056
 JV2056.Superseded values are not recommended for survey control.
 JV2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2056.See file dsdata.txt to determine how the superseded data were derived.
 JV2056
 JV2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK106267(NAD 83)
 JV2056_MARKER: DD = SURVEY DISK
 JV2056_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV2056_SP_SET: BRIDGE
 JV2056_STAMPING: 615
 JV2056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV2056
 JV2056  HISTORY     - Date     Condition        Report By
 JV2056  HISTORY     - UNK      MONUMENTED       USGS
 JV2056  HISTORY     - 1935     GOOD             CGS
 JV2056  HISTORY     - 20060510 MARK NOT FOUND   GEOCAC
 JV2056
 JV2056                          STATION DESCRIPTION
 JV2056
 JV2056'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV2056'0.6 MI S FROM BENDERSVILLE.
 JV2056'ABOUT 0.6 MILE SOUTH ALONG THE READING CO. RAILWAY FROM THE
 JV2056'STATION AT BENDERSVILLE, ADAMS COUNTY, ABOUT 90 FEET NORTH OF
 JV2056'POLE 20+5, AT CONCRETE BRIDGE 20+09, IN THE TOP OF THE
 JV2056'NORTHEAST CORNER OF THE EAST HEAD WALL, AND 12 FEET EAST OF THE
 JV2056'CENTER LINE OF THE MAIN TRACK.  A UNITED STATES GEOLOGICAL
 JV2056'SURVEY STANDARD DISK, STAMPED 615.
 JV2056
 JV2056                          STATION RECOVERY (2006)
 JV2056
 JV2056'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV2056'HEADWALL OF BRIDGE IS SEVERELY WEATHERED. ALSO SEARCHED AREA BELOW
 JV2056'BRIDGE BUT FOUND NO EVIDENCE OF DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1318 ***********************************************************************
 LY1318  DESIGNATION -  6162
 LY1318  PID         -  LY1318
 LY1318  STATE/COUNTY-  PA/LUZERNE
 LY1318  USGS QUAD   -  WILKES-BARRE WEST (1990)
 LY1318
 LY1318                         *CURRENT SURVEY CONTROL
 LY1318  ___________________________________________________________________
 LY1318* NAD 83(1986)-  41 13 37.     (N)    075 58 23.     (W)     SCALED    
 LY1318* NAVD 88     -       162.096  (meters)     531.81   (feet)  ADJUSTED  
 LY1318  ___________________________________________________________________
 LY1318  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 LY1318  DYNAMIC HT  -         162.030 (meters)     531.59  (feet)  COMP
 LY1318  MODELED GRAV-     980,210.2   (mgal)                       NAVD 88
 LY1318
 LY1318  VERT ORDER  -  SECOND    CLASS 0
 LY1318
 LY1318.The horizontal coordinates were scaled from a topographic map and have
 LY1318.an estimated accuracy of +/- 6 seconds.
 LY1318
 LY1318.The orthometric height was determined by differential leveling
 LY1318.and adjusted by the National Geodetic Survey in June 1991..
 LY1318
 LY1318.The geoid height was determined by GEOID03.
 LY1318
 LY1318.The dynamic height is computed by dividing the NAVD 88
 LY1318.geopotential number by the normal gravity value computed on the
 LY1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1318.degrees latitude (g = 980.6199 gals.).
 LY1318
 LY1318.The modeled gravity was interpolated from observed gravity values.
 LY1318
 LY1318;                    North         East    Units  Estimated Accuracy
 LY1318;SPC PA N     -   119,280.      748,970.      MT  (+/- 180 meters Scaled)
 LY1318
 LY1318                          SUPERSEDED SURVEY CONTROL
 LY1318
 LY1318  NGVD 29 (??/??/92)  162.308  (m)          532.51   (f) ADJ UNCH    2 0
 LY1318
 LY1318.Superseded values are not recommended for survey control.
 LY1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1318.See file dsdata.txt to determine how the superseded data were derived.
 LY1318
 LY1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL184644(NAD 83)
 LY1318_MARKER: DB = BENCH MARK DISK
 LY1318_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1318_SP_SET: BRIDGE
 LY1318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1318
 LY1318  HISTORY     - Date     Condition        Report By
 LY1318  HISTORY     - UNK      MONUMENTED       USGS
 LY1318  HISTORY     - 1934     GOOD             NGS
 LY1318
 LY1318                          STATION DESCRIPTION
 LY1318
 LY1318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY1318'AT AVONDALE.
 LY1318'AT AVONDALE, LUZERNE COUNTY, ON THE ERIE-LACKAWANNA RAILROAD,
 LY1318'2,100 FEET EAST OF MILEPOST 156, 65 FEET SOUTH OF THE CENTERLINE
 LY1318'OF U.S. HIGHWAY 11, AT A 20-FOOT PLATE-GIRDER BRIDGE, IN THE
 LY1318'NORTH END OF THE WEST ABUTMENT, 7 FEET NORTH OF THE CENTERLINE
 LY1318'OF THE WEST-BOUND TRACK, AND ABOUT 6 INCHES LOWER THAN THE TOP
 LY1318'OF THE RAIL.  A 3/8-INCH DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1236 ***********************************************************************
 LZ1236  DESIGNATION -  617.9
 LZ1236  PID         -  LZ1236
 LZ1236  STATE/COUNTY-  PA/CLINTON
 LZ1236  USGS QUAD   -  GLEN UNION (1971)
 LZ1236
 LZ1236                         *CURRENT SURVEY CONTROL
 LZ1236  ___________________________________________________________________
 LZ1236* NAD 83(1986)-  41 16 30.     (N)    077 35 56.     (W)     SCALED    
 LZ1236* NAVD 88     -       188.234  (meters)     617.56   (feet)  ADJUSTED  
 LZ1236  ___________________________________________________________________
 LZ1236  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 LZ1236  DYNAMIC HT  -         188.146 (meters)     617.28  (feet)  COMP
 LZ1236  MODELED GRAV-     980,153.5   (mgal)                       NAVD 88
 LZ1236
 LZ1236  VERT ORDER  -  SECOND    CLASS 0
 LZ1236
 LZ1236.The horizontal coordinates were scaled from a topographic map and have
 LZ1236.an estimated accuracy of +/- 6 seconds.
 LZ1236
 LZ1236.The orthometric height was determined by differential leveling
 LZ1236.and adjusted by the National Geodetic Survey in June 1991..
 LZ1236
 LZ1236.The geoid height was determined by GEOID03.
 LZ1236
 LZ1236.The dynamic height is computed by dividing the NAVD 88
 LZ1236.geopotential number by the normal gravity value computed on the
 LZ1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1236.degrees latitude (g = 980.6199 gals.).
 LZ1236
 LZ1236.The modeled gravity was interpolated from observed gravity values.
 LZ1236
 LZ1236;                    North         East    Units  Estimated Accuracy
 LZ1236;SPC PA N     -   123,100.      612,660.      MT  (+/- 180 meters Scaled)
 LZ1236
 LZ1236                          SUPERSEDED SURVEY CONTROL
 LZ1236
 LZ1236  NGVD 29 (??/??/92)  188.420  (m)          618.17   (f) ADJ UNCH    2 0
 LZ1236
 LZ1236.Superseded values are not recommended for survey control.
 LZ1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1236.See file dsdata.txt to determine how the superseded data were derived.
 LZ1236
 LZ1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL823725(NAD 83)
 LZ1236_MARKER: Q = CHISELED SQUARE
 LZ1236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1236_SP_SET: SEMAPHORE BASE
 LZ1236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1236
 LZ1236  HISTORY     - Date     Condition        Report By
 LZ1236  HISTORY     - UNK      MONUMENTED       USGS
 LZ1236  HISTORY     - 1934     GOOD             NGS
 LZ1236
 LZ1236                          STATION DESCRIPTION
 LZ1236
 LZ1236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1236'11.8 MI E FROM RENOVO.
 LZ1236'ABOUT 11.8 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LZ1236'STATION AT RENOVO, CLINTON COUNTY, ABOUT 2.3 MILES WEST OF THE
 LZ1236'STATION AT GLEN UNION, 30 FEET EAST OF MILEPOST 207, 30 FEET
 LZ1236'SOUTH OF THE FIRST POLE EAST OF THE MILEPOST, 20 FEET WEST OF
 LZ1236'SEMAPHORE 206.9, AT SEMAPHORE 206.8, ON THE TOP OF THE NORTHWEST
 LZ1236'CORNER OF THE CONCRETE BASE, 10 FEET SOUTH OF THE CENTER LINE
 LZ1236'OF THE EAST-BOUND TRACK, AND ABOUT 3/4 FOOT LOWER THAN THE TOP
 LZ1236'OF THE RAIL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1507 ***********************************************************************
 MA1507  DESIGNATION -  62
 MA1507  PID         -  MA1507
 MA1507  STATE/COUNTY-  PA/WARREN
 MA1507  USGS QUAD   -  COLUMBUS (1990)
 MA1507
 MA1507                         *CURRENT SURVEY CONTROL
 MA1507  ___________________________________________________________________
 MA1507* NAD 83(1986)-  41 54 03.     (N)    079 33 58.     (W)     SCALED    
 MA1507* NAVD 88     -       421.622  (meters)    1383.27   (feet)  ADJUSTED  
 MA1507  ___________________________________________________________________
 MA1507  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 MA1507  DYNAMIC HT  -         421.449 (meters)    1382.70  (feet)  COMP
 MA1507  MODELED GRAV-     980,200.5   (mgal)                       NAVD 88
 MA1507
 MA1507  VERT ORDER  -  FIRST     CLASS II
 MA1507
 MA1507.The horizontal coordinates were scaled from a topographic map and have
 MA1507.an estimated accuracy of +/- 6 seconds.
 MA1507
 MA1507.The orthometric height was determined by differential leveling
 MA1507.and adjusted by the National Geodetic Survey in June 1991..
 MA1507
 MA1507.The geoid height was determined by GEOID03.
 MA1507
 MA1507.The dynamic height is computed by dividing the NAVD 88
 MA1507.geopotential number by the normal gravity value computed on the
 MA1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1507.degrees latitude (g = 980.6199 gals.).
 MA1507
 MA1507.The modeled gravity was interpolated from observed gravity values.
 MA1507
 MA1507;                    North         East    Units  Estimated Accuracy
 MA1507;SPC PA N     -   194,170.      449,310.      MT  (+/- 180 meters Scaled)
 MA1507
 MA1507                          SUPERSEDED SURVEY CONTROL
 MA1507
 MA1507  NGVD 29 (??/??/92)  421.778  (m)         1383.78   (f) ADJ UNCH    1 2
 MA1507
 MA1507.Superseded values are not recommended for survey control.
 MA1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1507.See file dsdata.txt to determine how the superseded data were derived.
 MA1507
 MA1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG189397(NAD 83)
 MA1507_MARKER: Q = CHISELED SQUARE
 MA1507_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1507_SP_SET: BRIDGE
 MA1507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1507
 MA1507  HISTORY     - Date     Condition        Report By
 MA1507  HISTORY     - UNK      MONUMENTED       PRR
 MA1507  HISTORY     - 1941     GOOD             NGS
 MA1507
 MA1507                          STATION DESCRIPTION
 MA1507
 MA1507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MA1507'3 MI NW FROM SPRING CREEK.
 MA1507'3.0 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA1507'STATION AT SPRING CREEK, WARREN COUNTY, ABOUT 18-1/2 RAILS
 MA1507'SOUTHEAST OF MILEPOST 41, AT BRIDGE 42 (90-FOOT GIRDER), ON THE
 MA1507'COPING STONE AT THE SOUTHWEST PARAPET WALL, 11 FEET SOUTH OF
 MA1507'THE SOUTH RAIL OF THE TRACK, 1 FOOT LOWER THAN THE TOP OF THE
 MA1507'RAIL, AND NEAR THE LETTES B.M. 62.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0379 ***********************************************************************
 LZ0379  DESIGNATION -  62
 LZ0379  PID         -  LZ0379
 LZ0379  STATE/COUNTY-  PA/LYCOMING
 LZ0379  USGS QUAD   -  MUNCY (1986)
 LZ0379
 LZ0379                         *CURRENT SURVEY CONTROL
 LZ0379  ___________________________________________________________________
 LZ0379* NAD 83(1986)-  41 14 31.     (N)    076 51 20.     (W)     SCALED    
 LZ0379* NAVD 88     -       192.189  (meters)     630.54   (feet)  ADJUSTED  
 LZ0379  ___________________________________________________________________
 LZ0379  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 LZ0379  DYNAMIC HT  -         192.106 (meters)     630.27  (feet)  COMP
 LZ0379  MODELED GRAV-     980,190.1   (mgal)                       NAVD 88
 LZ0379
 LZ0379  VERT ORDER  -  SECOND    CLASS 0
 LZ0379
 LZ0379.The horizontal coordinates were scaled from a topographic map and have
 LZ0379.an estimated accuracy of +/- 6 seconds.
 LZ0379
 LZ0379.The orthometric height was determined by differential leveling
 LZ0379.and adjusted by the National Geodetic Survey in June 1991..
 LZ0379
 LZ0379.The geoid height was determined by GEOID03.
 LZ0379
 LZ0379.The dynamic height is computed by dividing the NAVD 88
 LZ0379.geopotential number by the normal gravity value computed on the
 LZ0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0379.degrees latitude (g = 980.6199 gals.).
 LZ0379
 LZ0379.The modeled gravity was interpolated from observed gravity values.
 LZ0379
 LZ0379;                    North         East    Units  Estimated Accuracy
 LZ0379;SPC PA N     -   119,800.      674,970.      MT  (+/- 180 meters Scaled)
 LZ0379
 LZ0379                          SUPERSEDED SURVEY CONTROL
 LZ0379
 LZ0379  NGVD 29 (??/??/92)  192.407  (m)          631.26   (f) ADJ UNCH    2 0
 LZ0379
 LZ0379.Superseded values are not recommended for survey control.
 LZ0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0379.See file dsdata.txt to determine how the superseded data were derived.
 LZ0379
 LZ0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL445672(NAD 83)
 LZ0379_MARKER: DD = SURVEY DISK
 LZ0379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0379_SP_SET: CULVERT
 LZ0379_STAMPING: 62 DOP 631 1962
 LZ0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0379
 LZ0379  HISTORY     - Date     Condition        Report By
 LZ0379  HISTORY     - 1962     MONUMENTED       USGS
 LZ0379  HISTORY     - 1969     GOOD             NGS
 LZ0379
 LZ0379                          STATION DESCRIPTION
 LZ0379
 LZ0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ0379'3.8 MI E FROM MOUNTOURSVILLE.
 LZ0379'ABOUT 3.8 MILES EAST ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE
 LZ0379'IN MOUNTERSVILLE, 29.5 FEET SOUTH OF THE CENTERLINE OF THE
 LZ0379'HIGHWAY, 63 FEET SOUTHWEST OF POLE NO. M-5059, SET IN THE TOP
 LZ0379'OF THE SOUTH HEADWALL OF A CULVERT AND IS ABOUT 3 FEET BELOW THE
 LZ0379'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0310 ***********************************************************************
 KX0310  DESIGNATION -  62
 KX0310  PID         -  KX0310
 KX0310  STATE/COUNTY-  PA/BLAIR
 KX0310  USGS QUAD   -  ROARING SPRING (1987)
 KX0310
 KX0310                         *CURRENT SURVEY CONTROL
 KX0310  ___________________________________________________________________
 KX0310* NAD 83(1986)-  40 19 47.     (N)    078 26 14.     (W)     SCALED    
 KX0310* NAVD 88     -       324.089  (meters)    1063.28   (feet)  ADJUSTED  
 KX0310  ___________________________________________________________________
 KX0310  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KX0310  DYNAMIC HT  -         323.913 (meters)    1062.70  (feet)  COMP
 KX0310  MODELED GRAV-     980,073.1   (mgal)                       NAVD 88
 KX0310
 KX0310  VERT ORDER  -  SECOND    CLASS 0
 KX0310
 KX0310.The horizontal coordinates were scaled from a topographic map and have
 KX0310.an estimated accuracy of +/- 6 seconds.
 KX0310
 KX0310.The orthometric height was determined by differential leveling
 KX0310.and adjusted by the National Geodetic Survey in June 1991..
 KX0310
 KX0310.The geoid height was determined by GEOID03.
 KX0310
 KX0310.The dynamic height is computed by dividing the NAVD 88
 KX0310.geopotential number by the normal gravity value computed on the
 KX0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0310.degrees latitude (g = 980.6199 gals.).
 KX0310
 KX0310.The modeled gravity was interpolated from observed gravity values.
 KX0310
 KX0310;                    North         East    Units  Estimated Accuracy
 KX0310;SPC PA S     -   110,860.      541,600.      MT  (+/- 180 meters Scaled)
 KX0310
 KX0310                          SUPERSEDED SURVEY CONTROL
 KX0310
 KX0310  NGVD 29 (??/??/92)  324.239  (m)         1063.77   (f) ADJ UNCH    2 0
 KX0310
 KX0310.Superseded values are not recommended for survey control.
 KX0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0310.See file dsdata.txt to determine how the superseded data were derived.
 KX0310
 KX0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE177675(NAD 83)
 KX0310_MARKER: Q = CHISELED SQUARE
 KX0310_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0310_SP_SET: BRIDGE
 KX0310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0310
 KX0310  HISTORY     - Date     Condition        Report By
 KX0310  HISTORY     - UNK      MONUMENTED       PRR
 KX0310  HISTORY     - 1967     GOOD             NGS
 KX0310
 KX0310                          STATION DESCRIPTION
 KX0310
 KX0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0310'2.8 MI N FROM CLAYSBURG.
 KX0310'2.8 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0310'AT CLAYSBURG, BLAIR COUNTY, AT THE NORTHEAST END OF BRIDGE 17.50
 KX0310'OVER LICK RUN, ON THE TOP OF THE EAST COPING, AND 9 FEET EAST
 KX0310'OF THE CENTER LINE OF THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1502 ***********************************************************************
 KV1502  DESIGNATION -  62 RDGRR=50 PRR
 KV1502  PID         -  KV1502
 KV1502  STATE/COUNTY-  PA/LEHIGH
 KV1502  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV1502
 KV1502                         *CURRENT SURVEY CONTROL
 KV1502  ___________________________________________________________________
 KV1502* NAD 83(1986)-  40 32 27.     (N)    075 29 06.     (W)     SCALED    
 KV1502* NAVD 88     -       125.59   (+/-2cm)     412.0    (feet)  VERTCON   
 KV1502  ___________________________________________________________________
 KV1502  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 KV1502
 KV1502  VERT ORDER  -  ? (See Below)
 KV1502
 KV1502.The horizontal coordinates were scaled from a topographic map and have
 KV1502.an estimated accuracy of +/- 6 seconds.
 KV1502
 KV1502.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV1502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV1502.The vertical order pertains to the NGVD 29 superseded value.
 KV1502
 KV1502.The geoid height was determined by GEOID03.
 KV1502
 KV1502;                    North         East    Units  Estimated Accuracy
 KV1502;SPC PA S     -   136,540.      791,850.      MT  (+/- 180 meters Scaled)
 KV1502
 KV1502                          SUPERSEDED SURVEY CONTROL
 KV1502
 KV1502  NGVD 29 (??/??/??)  125.804  (m)          412.74   (f) ADJUSTED    ?  
 KV1502
 KV1502.Superseded values are not recommended for survey control.
 KV1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1502.See file dsdata.txt to determine how the superseded data were derived.
 KV1502
 KV1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK589879(NAD 83)
 KV1502_MARKER: Q = CHISELED SQUARE
 KV1502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1502_SP_SET: SEMAPHORE BASE
 KV1502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1502
 KV1502  HISTORY     - Date     Condition        Report By
 KV1502  HISTORY     - 1932     MONUMENTED       RDGRR
 KV1502  HISTORY     - 1932     GOOD             CGS
 KV1502  HISTORY     - 1936     GOOD             CGS
 KV1502  HISTORY     - 20050319 MARK NOT FOUND   USPSQD
 KV1502
 KV1502                          STATION DESCRIPTION
 KV1502
 KV1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1502'AT EMAUS.
 KV1502'AT EMAUS, LEHIGH COUNTY, 0.3 MILE EAST OF THE READING CO. RAILROAD
 KV1502'STATION, ON THE TOP OF THE CONCRETE BASE OF SEMAPHORE 50, AND
 KV1502'NEAR THE CHISELED LETTERS B M.  A CHISELED SQUARE.
 KV1502
 KV1502                          STATION RECOVERY (1936)
 KV1502
 KV1502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 KV1502'RECOVERED IN GOOD CONDITION.
 KV1502
 KV1502                          STATION RECOVERY (2005)
 KV1502
 KV1502'RECOVERY NOTE BY US POWER SQUADRON 2005 (JMM)
 KV1502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0476 ***********************************************************************
 MB0476  DESIGNATION -  62 RLB
 MB0476  PID         -  MB0476
 MB0476  STATE/COUNTY-  PA/BUTLER
 MB0476  USGS QUAD   -  SLIPPERY ROCK (1977)
 MB0476
 MB0476                         *CURRENT SURVEY CONTROL
 MB0476  ___________________________________________________________________
 MB0476* NAD 83(1986)-  41 00 58.     (N)    080 06 50.     (W)     SCALED    
 MB0476* NAVD 88     -       346.132  (meters)    1135.60   (feet)  ADJUSTED  
 MB0476  ___________________________________________________________________
 MB0476  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 MB0476  DYNAMIC HT  -         345.964 (meters)    1135.05  (feet)  COMP
 MB0476  MODELED GRAV-     980,131.0   (mgal)                       NAVD 88
 MB0476
 MB0476  VERT ORDER  -  SECOND    CLASS 0
 MB0476
 MB0476.The horizontal coordinates were scaled from a topographic map and have
 MB0476.an estimated accuracy of +/- 6 seconds.
 MB0476
 MB0476.The orthometric height was determined by differential leveling
 MB0476.and adjusted by the National Geodetic Survey in June 1991..
 MB0476
 MB0476.The geoid height was determined by GEOID03.
 MB0476
 MB0476.The dynamic height is computed by dividing the NAVD 88
 MB0476.geopotential number by the normal gravity value computed on the
 MB0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0476.degrees latitude (g = 980.6199 gals.).
 MB0476
 MB0476.The modeled gravity was interpolated from observed gravity values.
 MB0476
 MB0476;                    North         East    Units  Estimated Accuracy
 MB0476;SPC PA S     -   189,520.      401,180.      MT  (+/- 180 meters Scaled)
 MB0476
 MB0476                          SUPERSEDED SURVEY CONTROL
 MB0476
 MB0476  NGVD 29 (??/??/92)  346.264  (m)         1136.03   (f) ADJ UNCH    2 0
 MB0476
 MB0476.Superseded values are not recommended for survey control.
 MB0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0476.See file dsdata.txt to determine how the superseded data were derived.
 MB0476
 MB0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF745409(NAD 83)
 MB0476_MARKER: DD = SURVEY DISK
 MB0476_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0476_SP_SET: BRIDGE
 MB0476_STAMPING: 62 RLB 1958
 MB0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0476
 MB0476  HISTORY     - Date     Condition        Report By
 MB0476  HISTORY     - 1958     MONUMENTED       USGS
 MB0476  HISTORY     - 1960     GOOD             NGS
 MB0476
 MB0476                          STATION DESCRIPTION
 MB0476
 MB0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MB0476'7 MI N FROM PORTERSVILLE.
 MB0476'ABOUT 7.05 MILE NORTH ALONG STATE HY. 488 FROM THE JUNCTION OF
 MB0476'STATE HY. 488 AND U.S. 19 IN PORTERSVILLE, 12 FEET WEST OF THE
 MB0476'CENTERLINE OF HY. 488, 15 FEET NORTH EAST OF POWER POLE NO.
 MB0476'230, 21 FEET SOUTH WEST OF THE CENTER OF NORTH WEST WALL OF
 MB0476'BRIDGE OVER BLACK RUN CREEK, STANDARD BENCH MARK DISK DRILLED
 MB0476'IN HORIZONTAL.  NOTE-- ABOUT 4.35 MILE NORTH ALONG STATE HY. 488
 MB0476'FROM THE JUNCTION OF STATE HY. 488 AND U.S. 422, ABOUT 1.8 MILE
 MB0476'SOUTH ALONG STATE HY. 488 FROM THE JUNCTION OF STATE HY. 488
 MB0476'AND 108.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0939 ***********************************************************************
 LZ0939  DESIGNATION -  620 H
 LZ0939  PID         -  LZ0939
 LZ0939  STATE/COUNTY-  PA/LYCOMING
 LZ0939  USGS QUAD   -  COGAN STATION (1973)
 LZ0939
 LZ0939                         *CURRENT SURVEY CONTROL
 LZ0939  ___________________________________________________________________
 LZ0939* NAD 83(1986)-  41 20 48.     (N)    077 05 37.     (W)     SCALED    
 LZ0939* NAVD 88     -       189.054  (meters)     620.25   (feet)  ADJUSTED  
 LZ0939  ___________________________________________________________________
 LZ0939  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 LZ0939  DYNAMIC HT  -         188.972 (meters)     619.99  (feet)  COMP
 LZ0939  MODELED GRAV-     980,185.5   (mgal)                       NAVD 88
 LZ0939
 LZ0939  VERT ORDER  -  SECOND    CLASS 0
 LZ0939
 LZ0939.The horizontal coordinates were scaled from a topographic map and have
 LZ0939.an estimated accuracy of +/- 6 seconds.
 LZ0939
 LZ0939.The orthometric height was determined by differential leveling
 LZ0939.and adjusted by the National Geodetic Survey in June 1991..
 LZ0939
 LZ0939.The geoid height was determined by GEOID03.
 LZ0939
 LZ0939.The dynamic height is computed by dividing the NAVD 88
 LZ0939.geopotential number by the normal gravity value computed on the
 LZ0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0939.degrees latitude (g = 980.6199 gals.).
 LZ0939
 LZ0939.The modeled gravity was interpolated from observed gravity values.
 LZ0939
 LZ0939;                    North         East    Units  Estimated Accuracy
 LZ0939;SPC PA N     -   131,250.      654,930.      MT  (+/- 180 meters Scaled)
 LZ0939
 LZ0939                          SUPERSEDED SURVEY CONTROL
 LZ0939
 LZ0939  NGVD 29 (??/??/92)  189.29   (m)          621.0    (f) COMPUTED    2 0
 LZ0939
 LZ0939.Superseded values are not recommended for survey control.
 LZ0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0939.See file dsdata.txt to determine how the superseded data were derived.
 LZ0939
 LZ0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL248793(NAD 83)
 LZ0939_MARKER: DD = SURVEY DISK
 LZ0939_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0939_SP_SET: ABUTMENT
 LZ0939_STAMPING: 620 HARRISBURG 1899
 LZ0939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0939
 LZ0939  HISTORY     - Date     Condition        Report By
 LZ0939  HISTORY     - 1899     MONUMENTED       USGS
 LZ0939  HISTORY     - 1968     MARK NOT FOUND   NGS
 LZ0939
 LZ0939                          STATION DESCRIPTION
 LZ0939
 LZ0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0939'0.7 MI S FROM POWYS.
 LZ0939'0.7 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM POWYS,
 LZ0939'LYCOMING COUNTY, ABOUT 2,950 FEET NORTH OF MILEPOST 8, AT BRIDGE
 LZ0939'8.73 OVER A CREEK, IN THE TOP OF THE WEST SIDE OF THE NORTH
 LZ0939'ABUTMENT, AT THE SECOND COURSE BELOW THE TRACK, 72 FEET SOUTH
 LZ0939'OF POLE 110, 13 FEET WEST OF THE CENTER LINE OF THE TRACK, AND
 LZ0939'ABOUT 5-1/2 FEET LOWER THAN THE TOP OF THE RAIL.  A UNITED
 LZ0939'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 620 HARRISBURG
 LZ0939'1899.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3482 ***********************************************************************
 JV3482  DESIGNATION -  620 USGS
 JV3482  PID         -  JV3482
 JV3482  STATE/COUNTY-  PA/FRANKLIN
 JV3482  USGS QUAD   -  WILLIAMSON (1990)
 JV3482
 JV3482                         *CURRENT SURVEY CONTROL
 JV3482  ___________________________________________________________________
 JV3482* NAD 83(1986)-  39 48 20.     (N)    077 48 29.     (W)     SCALED    
 JV3482* NAVD 88     -       188.741  (meters)     619.23   (feet)  ADJUSTED  
 JV3482  ___________________________________________________________________
 JV3482  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 JV3482  DYNAMIC HT  -         188.633 (meters)     618.87  (feet)  COMP
 JV3482  MODELED GRAV-     980,049.9   (mgal)                       NAVD 88
 JV3482
 JV3482  VERT ORDER  -  SECOND    CLASS 0
 JV3482
 JV3482.The horizontal coordinates were scaled from a topographic map and have
 JV3482.an estimated accuracy of +/- 6 seconds.
 JV3482
 JV3482.The orthometric height was determined by differential leveling
 JV3482.and adjusted by the National Geodetic Survey in June 1991..
 JV3482
 JV3482.The geoid height was determined by GEOID03.
 JV3482
 JV3482.The dynamic height is computed by dividing the NAVD 88
 JV3482.geopotential number by the normal gravity value computed on the
 JV3482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3482.degrees latitude (g = 980.6199 gals.).
 JV3482
 JV3482.The modeled gravity was interpolated from observed gravity values.
 JV3482
 JV3482;                    North         East    Units  Estimated Accuracy
 JV3482;SPC PA S     -    52,440.      595,030.      MT  (+/- 180 meters Scaled)
 JV3482
 JV3482                          SUPERSEDED SURVEY CONTROL
 JV3482
 JV3482  NGVD 29 (??/??/??)  188.932  (m)          619.85   (f) ADJUSTED    2 0
 JV3482
 JV3482.Superseded values are not recommended for survey control.
 JV3482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3482.See file dsdata.txt to determine how the superseded data were derived.
 JV3482
 JV3482_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK596099(NAD 83)
 JV3482_MARKER: DD = SURVEY DISK
 JV3482_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3482_SP_SET: BUILDING
 JV3482_STAMPING: 620 HARRISBURG
 JV3482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3482
 JV3482  HISTORY     - Date     Condition        Report By
 JV3482  HISTORY     - UNK      MONUMENTED       USGS
 JV3482  HISTORY     - 1942     GOOD             CGS
 JV3482
 JV3482                          STATION DESCRIPTION
 JV3482
 JV3482'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3482'AT UPTON.
 JV3482'AT UPTON, ALONG STATE HIGHWAY NO. 16, AT THE GRADE SCHOOL, SET
 JV3482'IN THE EAST FACE AT THE SOUTHEAST CORNER OF THE BUILDING, AT
 JV3482'THE INTERSECTION OF NO. 16 AND THE SIDE ROAD LEADING NORTH TO
 JV3482'THE BAKER CAVERNS, 14 FEET SOUTH OF THE EAST OR FRONT ENTRANCE,
 JV3482'1.8 FEET ABOVE THE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2054 ***********************************************************************
 KW2054  DESIGNATION -  622 USGS
 KW2054  PID         -  KW2054
 KW2054  STATE/COUNTY-  PA/CUMBERLAND
 KW2054  USGS QUAD   -  DICKINSON (1977)
 KW2054
 KW2054                         *CURRENT SURVEY CONTROL
 KW2054  ___________________________________________________________________
 KW2054* NAD 83(1986)-  40 06 17.     (N)    077 19 39.     (W)     SCALED    
 KW2054* NAVD 88     -       189.620  (meters)     622.11   (feet)  ADJUSTED  
 KW2054  ___________________________________________________________________
 KW2054  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KW2054  DYNAMIC HT  -         189.517 (meters)     621.77  (feet)  COMP
 KW2054  MODELED GRAV-     980,078.9   (mgal)                       NAVD 88
 KW2054
 KW2054  VERT ORDER  -  SECOND    CLASS 0
 KW2054
 KW2054.The horizontal coordinates were scaled from a topographic map and have
 KW2054.an estimated accuracy of +/- 6 seconds.
 KW2054
 KW2054.The orthometric height was determined by differential leveling
 KW2054.and adjusted by the National Geodetic Survey in June 1991..
 KW2054
 KW2054.The geoid height was determined by GEOID03.
 KW2054
 KW2054.The dynamic height is computed by dividing the NAVD 88
 KW2054.geopotential number by the normal gravity value computed on the
 KW2054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2054.degrees latitude (g = 980.6199 gals.).
 KW2054
 KW2054.The modeled gravity was interpolated from observed gravity values.
 KW2054
 KW2054;                    North         East    Units  Estimated Accuracy
 KW2054;SPC PA S     -    85,740.      636,020.      MT  (+/- 180 meters Scaled)
 KW2054
 KW2054                          SUPERSEDED SURVEY CONTROL
 KW2054
 KW2054  NGVD 29 (??/??/??)  189.830  (m)          622.80   (f) ADJUSTED    2 0
 KW2054
 KW2054.Superseded values are not recommended for survey control.
 KW2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2054.See file dsdata.txt to determine how the superseded data were derived.
 KW2054
 KW2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK016419(NAD 83)
 KW2054_MARKER: DD = SURVEY DISK
 KW2054_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2054_SP_SET: BRIDGE
 KW2054_STAMPING: 622
 KW2054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2054
 KW2054  HISTORY     - Date     Condition        Report By
 KW2054  HISTORY     - UNK      MONUMENTED       USGS
 KW2054  HISTORY     - 1952     GOOD             CGS
 KW2054  HISTORY     - 1979     MARK NOT FOUND   NGS
 KW2054  HISTORY     - 20060226 MARK NOT FOUND   GEOCAC
 KW2054
 KW2054                          STATION DESCRIPTION
 KW2054
 KW2054'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KW2054'6.2 MI N FROM PINE GROVE FURNACE.
 KW2054'6.2 MILES NORTH ALONG STATE HIGHWAY 233 FROM THE POST OFFICE AT
 KW2054'PINE GROVE FURNACE, CUMBERLAND COUNTY, AT THE INTERSECTION OF THE
 KW2054'HIGHWAY AND THE READING COMPANY RAILWAY, IN THE TOP OF THE
 KW2054'NORTHWEST WINGWALL OF A STEEL GIRDER BRIDGE OVER YELLOW BREECHES
 KW2054'CREEK, 235 FEET NORTH OF THE INTERSECTION, AND 8 FEET WEST
 KW2054'OF THE CENTERLINE OF THE HIGHWAY.  A U.S. GEOLOGICAL SURVEY
 KW2054'STANDARD DISK, STAMPED 622.
 KW2054
 KW2054                          STATION RECOVERY (1979)
 KW2054
 KW2054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2054'MARK CONSIDERED DESTROYED, NEW BRIDGE HAS BEEN PUT IN.
 KW2054
 KW2054                          STATION RECOVERY (2006)
 KW2054
 KW2054'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2054'BRIDGE AND ORIGINAL ABUTMENTS HAVE BEEN REPLACED - AN UNSTAMPED PA
 KW2054'DEPARTMENT OF TRANSPORTATION DISK IS LOCATED ON NEW SOUTHEAST
 KW2054'WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0946 ***********************************************************************
 LZ0946  DESIGNATION -  6.23
 LZ0946  PID         -  LZ0946
 LZ0946  STATE/COUNTY-  PA/LYCOMING
 LZ0946  USGS QUAD   -  COGAN STATION (1973)
 LZ0946
 LZ0946                         *CURRENT SURVEY CONTROL
 LZ0946  ___________________________________________________________________
 LZ0946* NAD 83(1986)-  41 18 52.     (N)    077 04 39.     (W)     SCALED    
 LZ0946* NAVD 88     -       180.752  (meters)     593.02   (feet)  ADJUSTED  
 LZ0946  ___________________________________________________________________
 LZ0946  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 LZ0946  DYNAMIC HT  -         180.674 (meters)     592.76  (feet)  COMP
 LZ0946  MODELED GRAV-     980,193.4   (mgal)                       NAVD 88
 LZ0946
 LZ0946  VERT ORDER  -  SECOND    CLASS 0
 LZ0946
 LZ0946.The horizontal coordinates were scaled from a topographic map and have
 LZ0946.an estimated accuracy of +/- 6 seconds.
 LZ0946
 LZ0946.The orthometric height was determined by differential leveling
 LZ0946.and adjusted by the National Geodetic Survey in June 1991..
 LZ0946.WARNING-Repeat measurements at this control monument indicate possible
 LZ0946.vertical movement.
 LZ0946
 LZ0946.The geoid height was determined by GEOID03.
 LZ0946
 LZ0946.The dynamic height is computed by dividing the NAVD 88
 LZ0946.geopotential number by the normal gravity value computed on the
 LZ0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0946.degrees latitude (g = 980.6199 gals.).
 LZ0946
 LZ0946.The modeled gravity was interpolated from observed gravity values.
 LZ0946
 LZ0946;                    North         East    Units  Estimated Accuracy
 LZ0946;SPC PA N     -   127,680.      656,310.      MT  (+/- 180 meters Scaled)
 LZ0946
 LZ0946                          SUPERSEDED SURVEY CONTROL
 LZ0946
 LZ0946  NGVD 29 (??/??/92)  180.964  (m)          593.71   (f) ADJ UNCH    2 0
 LZ0946
 LZ0946.Superseded values are not recommended for survey control.
 LZ0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0946.See file dsdata.txt to determine how the superseded data were derived.
 LZ0946
 LZ0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL261757(NAD 83)
 LZ0946_MARKER: B = BOLT
 LZ0946_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0946_SP_SET: ABUTMENT
 LZ0946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0946
 LZ0946  HISTORY     - Date     Condition        Report By
 LZ0946  HISTORY     - UNK      MONUMENTED       PRR
 LZ0946  HISTORY     - 1968     GOOD             NGS
 LZ0946  HISTORY     - 1975     GOOD             PADT
 LZ0946
 LZ0946                          STATION DESCRIPTION
 LZ0946
 LZ0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0946'0.3 MI S FROM COGAN VALLEY.
 LZ0946'0.3 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LZ0946'AT COGAN VALLEY, LYCOMING COUNTY, ABOUT 805 FEET NORTH OF
 LZ0946'MILEPOST 6, AT BRIDGE 6.23, IN THE TOP OF THE EAST SIDE OF THE
 LZ0946'SOUTH ABUTMENT, 6 FEET EAST OF THE CENTER LINE OF THE TRACK,
 LZ0946'AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A COPPER BOLT,
 LZ0946'NEAR THE CARVED LETTERS B M 6.
 LZ0946
 LZ0946                          STATION RECOVERY (1975)
 LZ0946
 LZ0946'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 LZ0946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2750 ***********************************************************************
 KV2750  DESIGNATION -  623 USGS
 KV2750  PID         -  KV2750
 KV2750  STATE/COUNTY-  PA/SCHUYLKILL
 KV2750  USGS QUAD   -  NEW TRIPOLI (1994)
 KV2750
 KV2750                         *CURRENT SURVEY CONTROL
 KV2750  ___________________________________________________________________
 KV2750* NAD 83(1986)-  40 43 56.     (N)    075 49 06.     (W)     SCALED    
 KV2750* NAVD 88     -       189.725  (meters)     622.46   (feet)  ADJUSTED  
 KV2750  ___________________________________________________________________
 KV2750  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 KV2750  DYNAMIC HT  -         189.631 (meters)     622.15  (feet)  COMP
 KV2750  MODELED GRAV-     980,130.3   (mgal)                       NAVD 88
 KV2750
 KV2750  VERT ORDER  -  SECOND    CLASS 0
 KV2750
 KV2750.The horizontal coordinates were scaled from a topographic map and have
 KV2750.an estimated accuracy of +/- 6 seconds.
 KV2750
 KV2750.The orthometric height was determined by differential leveling
 KV2750.and adjusted by the National Geodetic Survey in June 1991..
 KV2750
 KV2750.The geoid height was determined by GEOID03.
 KV2750
 KV2750.The dynamic height is computed by dividing the NAVD 88
 KV2750.geopotential number by the normal gravity value computed on the
 KV2750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2750.degrees latitude (g = 980.6199 gals.).
 KV2750
 KV2750.The modeled gravity was interpolated from observed gravity values.
 KV2750
 KV2750;                    North         East    Units  Estimated Accuracy
 KV2750;SPC PA S     -   157,110.      763,160.      MT  (+/- 180 meters Scaled)
 KV2750
 KV2750                          SUPERSEDED SURVEY CONTROL
 KV2750
 KV2750  NGVD 29 (??/??/??)  189.926  (m)          623.12   (f) ADJUSTED    2 0
 KV2750
 KV2750.Superseded values are not recommended for survey control.
 KV2750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2750.See file dsdata.txt to determine how the superseded data were derived.
 KV2750
 KV2750_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL308093(NAD 83)
 KV2750_MARKER: DD = SURVEY DISK
 KV2750_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2750_SP_SET: BUILDING
 KV2750_STAMPING: 623 1908
 KV2750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2750
 KV2750  HISTORY     - Date     Condition        Report By
 KV2750  HISTORY     - 1908     MONUMENTED       USGS
 KV2750  HISTORY     - 1942     GOOD             CGS
 KV2750  HISTORY     - 1990     GOOD             USPSQD
 KV2750
 KV2750                          STATION DESCRIPTION
 KV2750
 KV2750'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2750'1.7 MI SW FROM ANDREAS.
 KV2750'1.7 MILES SOUTHWEST ALONG THE LEHIGH VALLEY RAILROAD FROM THE
 KV2750'STATION AT ANDREAS, SET IN THE NORTH FACE OF THE BUILDING IN
 KV2750'THE SOUTHEAST QUARTER OF THE ROAD CROSSING 79 FEET EAST OF THE
 KV2750'CENTER-LINE OF THE ROAD, 68.4 FEET SOUTH OF THE SOUTH RAIL OF THE
 KV2750'MAIN TRACK, 14.6 FEET WEST OF THE NORTHEAST CORNER OF THE
 KV2750'BUILDING, 1.3 FEET ABOVE GROUND LEVEL.  A U.S. GEOLOGICAL SURVEY
 KV2750'DISK SET VERTICALLY.
 KV2750
 KV2750                          STATION RECOVERY (1990)
 KV2750
 KV2750'RECOVERY NOTE BY US POWER SQUADRON 1990 (MWD)
 KV2750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0474 ***********************************************************************
 JW0474  DESIGNATION -  62.74
 JW0474  PID         -  JW0474
 JW0474  STATE/COUNTY-  PA/BEDFORD
 JW0474  USGS QUAD   -  BUFFALO MILLS (1977)
 JW0474
 JW0474                         *CURRENT SURVEY CONTROL
 JW0474  ___________________________________________________________________
 JW0474* NAD 83(1986)-  39 53 47.     (N)    078 40 14.     (W)     SCALED    
 JW0474* NAVD 88     -       357.949  (meters)    1174.37   (feet)  ADJUSTED  
 JW0474  ___________________________________________________________________
 JW0474  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 JW0474  DYNAMIC HT  -         357.739 (meters)    1173.68  (feet)  COMP
 JW0474  MODELED GRAV-     980,028.5   (mgal)                       NAVD 88
 JW0474
 JW0474  VERT ORDER  -  SECOND    CLASS 0
 JW0474
 JW0474.The horizontal coordinates were scaled from a topographic map and have
 JW0474.an estimated accuracy of +/- 6 seconds.
 JW0474
 JW0474.The orthometric height was determined by differential leveling
 JW0474.and adjusted by the National Geodetic Survey in June 1991..
 JW0474
 JW0474.The geoid height was determined by GEOID03.
 JW0474
 JW0474.The dynamic height is computed by dividing the NAVD 88
 JW0474.geopotential number by the normal gravity value computed on the
 JW0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0474.degrees latitude (g = 980.6199 gals.).
 JW0474
 JW0474.The modeled gravity was interpolated from observed gravity values.
 JW0474
 JW0474;                    North         East    Units  Estimated Accuracy
 JW0474;SPC PA S     -    62,930.      521,270.      MT  (+/- 180 meters Scaled)
 JW0474
 JW0474                          SUPERSEDED SURVEY CONTROL
 JW0474
 JW0474  NGVD 29 (??/??/92)  358.121  (m)         1174.94   (f) ADJ UNCH    2 0
 JW0474
 JW0474.Superseded values are not recommended for survey control.
 JW0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0474.See file dsdata.txt to determine how the superseded data were derived.
 JW0474
 JW0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE991188(NAD 83)
 JW0474_MARKER: Q = CHISELED SQUARE
 JW0474_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0474_SP_SET: BRIDGE
 JW0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0474
 JW0474  HISTORY     - Date     Condition        Report By
 JW0474  HISTORY     - UNK      MONUMENTED       CGS
 JW0474  HISTORY     - 1935     GOOD             NGS
 JW0474  HISTORY     - 1967     GOOD             NGS
 JW0474
 JW0474                          STATION DESCRIPTION
 JW0474
 JW0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0474'6.2 MI N FROM HYNDMAN.
 JW0474'ABOUT 6.2 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JW0474'STATION AT HYNDMAN, BEDFORD COUNTY, ON THE TOP OF THE NORTHWEST
 JW0474'ABUTMENT OF BRIDGE 62.74, AND 6 FEET WEST OF THE CENTER LINE OF
 JW0474'THE TRACK.  A CHISELED SQUARE.
 JW0474
 JW0474                          STATION RECOVERY (1967)
 JW0474
 JW0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JW0474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0309 ***********************************************************************
 KX0309  DESIGNATION -  63
 KX0309  PID         -  KX0309
 KX0309  STATE/COUNTY-  PA/BLAIR
 KX0309  USGS QUAD   -  ROARING SPRING (1987)
 KX0309
 KX0309                         *CURRENT SURVEY CONTROL
 KX0309  ___________________________________________________________________
 KX0309* NAD 83(1986)-  40 20 20.     (N)    078 26 05.     (W)     SCALED    
 KX0309* NAVD 88     -       318.191  (meters)    1043.93   (feet)  ADJUSTED  
 KX0309  ___________________________________________________________________
 KX0309  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KX0309  DYNAMIC HT  -         318.018 (meters)    1043.36  (feet)  COMP
 KX0309  MODELED GRAV-     980,074.7   (mgal)                       NAVD 88
 KX0309
 KX0309  VERT ORDER  -  SECOND    CLASS 0
 KX0309
 KX0309.The horizontal coordinates were scaled from a topographic map and have
 KX0309.an estimated accuracy of +/- 6 seconds.
 KX0309
 KX0309.The orthometric height was determined by differential leveling
 KX0309.and adjusted by the National Geodetic Survey in June 1991..
 KX0309
 KX0309.The geoid height was determined by GEOID03.
 KX0309
 KX0309.The dynamic height is computed by dividing the NAVD 88
 KX0309.geopotential number by the normal gravity value computed on the
 KX0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0309.degrees latitude (g = 980.6199 gals.).
 KX0309
 KX0309.The modeled gravity was interpolated from observed gravity values.
 KX0309
 KX0309;                    North         East    Units  Estimated Accuracy
 KX0309;SPC PA S     -   111,880.      541,820.      MT  (+/- 180 meters Scaled)
 KX0309
 KX0309                          SUPERSEDED SURVEY CONTROL
 KX0309
 KX0309  NGVD 29 (??/??/92)  318.342  (m)         1044.43   (f) ADJ UNCH    2 0
 KX0309
 KX0309.Superseded values are not recommended for survey control.
 KX0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0309.See file dsdata.txt to determine how the superseded data were derived.
 KX0309
 KX0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE178685(NAD 83)
 KX0309_MARKER: B = BOLT
 KX0309_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0309_SP_SET: BRIDGE
 KX0309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0309
 KX0309  HISTORY     - Date     Condition        Report By
 KX0309  HISTORY     - UNK      MONUMENTED       PRR
 KX0309  HISTORY     - 1967     GOOD             NGS
 KX0309
 KX0309                          STATION DESCRIPTION
 KX0309
 KX0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0309'3.4 MI N FROM CLAYSBURG.
 KX0309'3.4 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0309'AT CLAYSBURG, BLAIR COUNTY, AT BRIDGE 16.85 OVER ECHERTA RUN,
 KX0309'IN THE TOP OF THE SOUTHWEST WING WALL, AND 9 FEET WEST OF THE
 KX0309'CENTER LINE OF THE TRACK.  A IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0604 ***********************************************************************
 KX0604  DESIGNATION -  63
 KX0604  PID         -  KX0604
 KX0604  STATE/COUNTY-  PA/CAMBRIA
 KX0604  USGS QUAD   -  EBENSBURG (1994)
 KX0604
 KX0604                         *CURRENT SURVEY CONTROL
 KX0604  ___________________________________________________________________
 KX0604* NAD 83(1986)-  40 28 56.     (N)    078 42 51.     (W)     SCALED    
 KX0604* NAVD 88     -       593.131  (meters)    1945.96   (feet)  ADJUSTED  
 KX0604  ___________________________________________________________________
 KX0604  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KX0604  DYNAMIC HT  -         592.796 (meters)    1944.86  (feet)  COMP
 KX0604  MODELED GRAV-     980,041.2   (mgal)                       NAVD 88
 KX0604
 KX0604  VERT ORDER  -  SECOND    CLASS 0
 KX0604
 KX0604.The horizontal coordinates were scaled from a topographic map and have
 KX0604.an estimated accuracy of +/- 6 seconds.
 KX0604
 KX0604.The orthometric height was determined by differential leveling
 KX0604.and adjusted by the National Geodetic Survey in June 1991..
 KX0604
 KX0604.The geoid height was determined by GEOID03.
 KX0604
 KX0604.The dynamic height is computed by dividing the NAVD 88
 KX0604.geopotential number by the normal gravity value computed on the
 KX0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0604.degrees latitude (g = 980.6199 gals.).
 KX0604
 KX0604.The modeled gravity was interpolated from observed gravity values.
 KX0604
 KX0604;                    North         East    Units  Estimated Accuracy
 KX0604;SPC PA S     -   128,010.      518,250.      MT  (+/- 180 meters Scaled)
 KX0604
 KX0604                          SUPERSEDED SURVEY CONTROL
 KX0604
 KX0604  NGVD 29 (??/??/92)  593.277  (m)         1946.44   (f) ADJ UNCH    2 0
 KX0604
 KX0604.Superseded values are not recommended for survey control.
 KX0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0604.See file dsdata.txt to determine how the superseded data were derived.
 KX0604
 KX0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE937837(NAD 83)
 KX0604_MARKER: DD = SURVEY DISK
 KX0604_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0604_SP_SET: BRIDGE
 KX0604_STAMPING: 63 FPV 1946 1958
 KX0604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0604
 KX0604  HISTORY     - Date     Condition        Report By
 KX0604  HISTORY     - 1958     MONUMENTED       USGS
 KX0604  HISTORY     - 1967     GOOD             NGS
 KX0604
 KX0604                          STATION DESCRIPTION
 KX0604
 KX0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0604'0.7 MI SE FROM EBENSBURG.
 KX0604'ABOUT 0.7 MILE SOUTHEAST ALONG U.S. HIGHWAY 422 FROM THE POST
 KX0604'OFFICE IN EBENSBURG, SET IN THE TOP OF THE SOUTHWEST WINGWALL
 KX0604'OF A BRIDGE, 25 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY,
 KX0604'AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0456 ***********************************************************************
 MA0456  DESIGNATION -  63 A
 MA0456  PID         -  MA0456
 MA0456  STATE/COUNTY-  PA/ELK
 MA0456  USGS QUAD   -  SAINT MARYS (1981)
 MA0456
 MA0456                         *CURRENT SURVEY CONTROL
 MA0456  ___________________________________________________________________
 MA0456* NAD 83(1986)-  41 27 56.     (N)    078 30 16.     (W)     SCALED    
 MA0456* NAVD 88     -       464.599  (meters)    1524.27   (feet)  ADJUSTED  
 MA0456  ___________________________________________________________________
 MA0456  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 MA0456  DYNAMIC HT  -         464.394 (meters)    1523.60  (feet)  COMP
 MA0456  MODELED GRAV-     980,168.8   (mgal)                       NAVD 88
 MA0456
 MA0456  VERT ORDER  -  SECOND    CLASS 0
 MA0456
 MA0456.The horizontal coordinates were scaled from a topographic map and have
 MA0456.an estimated accuracy of +/- 6 seconds.
 MA0456
 MA0456.The orthometric height was determined by differential leveling
 MA0456.and adjusted by the National Geodetic Survey in June 1991..
 MA0456
 MA0456.The geoid height was determined by GEOID03.
 MA0456
 MA0456.The dynamic height is computed by dividing the NAVD 88
 MA0456.geopotential number by the normal gravity value computed on the
 MA0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0456.degrees latitude (g = 980.6199 gals.).
 MA0456
 MA0456.The modeled gravity was interpolated from observed gravity values.
 MA0456
 MA0456;                    North         East    Units  Estimated Accuracy
 MA0456;SPC PA N     -   144,520.      536,980.      MT  (+/- 180 meters Scaled)
 MA0456
 MA0456                          SUPERSEDED SURVEY CONTROL
 MA0456
 MA0456  NGVD 29 (??/??/92)  464.74   (m)         1524.7    (f) COMPUTED    2 0
 MA0456
 MA0456.Superseded values are not recommended for survey control.
 MA0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0456.See file dsdata.txt to determine how the superseded data were derived.
 MA0456
 MA0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF084934(NAD 83)
 MA0456_MARKER: Q = CHISELED SQUARE
 MA0456_SETTING: 80 = SET IN A BOULDER
 MA0456_SP_SET: BOULDER
 MA0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0456+STABILITY: SURFACE MOTION
 MA0456
 MA0456  HISTORY     - Date     Condition        Report By
 MA0456  HISTORY     - UNK      MONUMENTED       PRR
 MA0456  HISTORY     - 1934     GOOD             NGS
 MA0456
 MA0456                          STATION DESCRIPTION
 MA0456
 MA0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0456'4.5 MI E FROM ST MARYS.
 MA0456'4.5 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM ST. MARYS,
 MA0456'ELK COUNTY, ABOUT 0.16 MILE EAST OF THE STATION AT BENZINGER,
 MA0456'ABOUT 730 FEET EAST OF MILEPOST 133, 23 FEET NORTH OF THE CENTER
 MA0456'LINE OF THE TRACK, ON THE TOP OF A BOULDER, AND ABOUT 1-1/2 FEET
 MA0456'LOWER THAN THE TOP OF THE RAIL.  A CHISELED SQUARE, MARKED B M 63
 MA0456'A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1074 ***********************************************************************
 LZ1074  DESIGNATION -  630.4
 LZ1074  PID         -  LZ1074
 LZ1074  STATE/COUNTY-  PA/LYCOMING
 LZ1074  USGS QUAD   -  JERSEY MILLS (1983)
 LZ1074
 LZ1074                         *CURRENT SURVEY CONTROL
 LZ1074  ___________________________________________________________________
 LZ1074* NAD 83(1986)-  41 18 47.     (N)    077 22 45.     (W)     SCALED    
 LZ1074* NAVD 88     -       192.064  (meters)     630.13   (feet)  ADJUSTED  
 LZ1074  ___________________________________________________________________
 LZ1074  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 LZ1074  DYNAMIC HT  -         191.978 (meters)     629.85  (feet)  COMP
 LZ1074  MODELED GRAV-     980,172.7   (mgal)                       NAVD 88
 LZ1074
 LZ1074  VERT ORDER  -  SECOND    CLASS 0
 LZ1074
 LZ1074.The horizontal coordinates were scaled from a topographic map and have
 LZ1074.an estimated accuracy of +/- 6 seconds.
 LZ1074
 LZ1074.The orthometric height was determined by differential leveling
 LZ1074.and adjusted by the National Geodetic Survey in June 1991..
 LZ1074
 LZ1074.The geoid height was determined by GEOID03.
 LZ1074
 LZ1074.The dynamic height is computed by dividing the NAVD 88
 LZ1074.geopotential number by the normal gravity value computed on the
 LZ1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1074.degrees latitude (g = 980.6199 gals.).
 LZ1074
 LZ1074.The modeled gravity was interpolated from observed gravity values.
 LZ1074
 LZ1074;                    North         East    Units  Estimated Accuracy
 LZ1074;SPC PA N     -   127,380.      631,050.      MT  (+/- 180 meters Scaled)
 LZ1074
 LZ1074                          SUPERSEDED SURVEY CONTROL
 LZ1074
 LZ1074  NGVD 29 (??/??/92)  192.257  (m)          630.76   (f) ADJ UNCH    2 0
 LZ1074
 LZ1074.Superseded values are not recommended for survey control.
 LZ1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1074.See file dsdata.txt to determine how the superseded data were derived.
 LZ1074
 LZ1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL008762(NAD 83)
 LZ1074_MARKER: Q = CHISELED SQUARE
 LZ1074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1074_SP_SET: ABUTMENT
 LZ1074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1074
 LZ1074  HISTORY     - Date     Condition        Report By
 LZ1074  HISTORY     - UNK      MONUMENTED       USGS
 LZ1074  HISTORY     - 1934     GOOD             NGS
 LZ1074
 LZ1074                          STATION DESCRIPTION
 LZ1074
 LZ1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1074'0.7 MI NW FROM WATERVILLE.
 LZ1074'ABOUT 0.7 MILE NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 LZ1074'FROM THE STATION AT WATERVILLE, LYCOMING COUNTY, ABOUT 190
 LZ1074'FEET SOUTH OF MILEPOST L 156, AT A STEEL HIGHWAY BRIDGE OVER
 LZ1074'PINE CREEK, IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT,
 LZ1074'ABOUT 100 FEET WEST OF THE JUNCTION OF STATE HIGHWAY 44 WITH
 LZ1074'STATE HIGHWAY 893, AND 80 FEET WEST OF THE CENTER LINE OF THE
 LZ1074'TRACKS.  A CHISELED SQUARE, MARKED BY THE PAINTED LETTERS B M
 LZ1074'630.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3251 ***********************************************************************
 JV3251  DESIGNATION -  63.15 PRR
 JV3251  PID         -  JV3251
 JV3251  STATE/COUNTY-  PA/FRANKLIN
 JV3251  USGS QUAD   -  GREENCASTLE (1990)
 JV3251
 JV3251                         *CURRENT SURVEY CONTROL
 JV3251  ___________________________________________________________________
 JV3251* NAD 83(1986)-  39 47 32.     (N)    077 43 45.     (W)     SCALED    
 JV3251* NAVD 88     -       179.790  (meters)     589.86   (feet)  ADJUSTED  
 JV3251  ___________________________________________________________________
 JV3251  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 JV3251  DYNAMIC HT  -         179.686 (meters)     589.52  (feet)  COMP
 JV3251  MODELED GRAV-     980,044.8   (mgal)                       NAVD 88
 JV3251
 JV3251  VERT ORDER  -  SECOND    CLASS 0
 JV3251
 JV3251.The horizontal coordinates were scaled from a topographic map and have
 JV3251.an estimated accuracy of +/- 6 seconds.
 JV3251
 JV3251.The orthometric height was determined by differential leveling
 JV3251.and adjusted by the National Geodetic Survey in June 1991..
 JV3251
 JV3251.The geoid height was determined by GEOID03.
 JV3251
 JV3251.The dynamic height is computed by dividing the NAVD 88
 JV3251.geopotential number by the normal gravity value computed on the
 JV3251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3251.degrees latitude (g = 980.6199 gals.).
 JV3251
 JV3251.The modeled gravity was interpolated from observed gravity values.
 JV3251
 JV3251;                    North         East    Units  Estimated Accuracy
 JV3251;SPC PA S     -    50,950.      601,780.      MT  (+/- 180 meters Scaled)
 JV3251
 JV3251                          SUPERSEDED SURVEY CONTROL
 JV3251
 JV3251  NGVD 29 (??/??/??)  179.980  (m)          590.48   (f) ADJUSTED    2 0
 JV3251
 JV3251.Superseded values are not recommended for survey control.
 JV3251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3251.See file dsdata.txt to determine how the superseded data were derived.
 JV3251
 JV3251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK663082(NAD 83)
 JV3251_MARKER: B = BOLT
 JV3251_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3251_SP_SET: BRIDGE
 JV3251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3251
 JV3251  HISTORY     - Date     Condition        Report By
 JV3251  HISTORY     - UNK      MONUMENTED       PRR
 JV3251  HISTORY     - 1960     GOOD             CGS
 JV3251
 JV3251                          STATION DESCRIPTION
 JV3251
 JV3251'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JV3251'0.1 MI N FROM GREENCASTLE.
 JV3251'0.1 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JV3251'AT GREENCASTLE, FRANKLIN COUNTY, AT BRIDGE 63.15, AND IN THE
 JV3251'CENTER OF THE TOP OF THE EAST CONCRETE WALL.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1238 ***********************************************************************
 LZ1238  DESIGNATION -  633.0
 LZ1238  PID         -  LZ1238
 LZ1238  STATE/COUNTY-  PA/CLINTON
 LZ1238  USGS QUAD   -  GLEN UNION (1971)
 LZ1238
 LZ1238                         *CURRENT SURVEY CONTROL
 LZ1238  ___________________________________________________________________
 LZ1238* NAD 83(1986)-  41 18 07.     (N)    077 37 03.     (W)     SCALED    
 LZ1238* NAVD 88     -       192.839  (meters)     632.67   (feet)  ADJUSTED  
 LZ1238  ___________________________________________________________________
 LZ1238  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 LZ1238  DYNAMIC HT  -         192.747 (meters)     632.37  (feet)  COMP
 LZ1238  MODELED GRAV-     980,145.8   (mgal)                       NAVD 88
 LZ1238
 LZ1238  VERT ORDER  -  SECOND    CLASS 0
 LZ1238
 LZ1238.The horizontal coordinates were scaled from a topographic map and have
 LZ1238.an estimated accuracy of +/- 6 seconds.
 LZ1238
 LZ1238.The orthometric height was determined by differential leveling
 LZ1238.and adjusted by the National Geodetic Survey in June 1991..
 LZ1238
 LZ1238.The geoid height was determined by GEOID03.
 LZ1238
 LZ1238.The dynamic height is computed by dividing the NAVD 88
 LZ1238.geopotential number by the normal gravity value computed on the
 LZ1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1238.degrees latitude (g = 980.6199 gals.).
 LZ1238
 LZ1238.The modeled gravity was interpolated from observed gravity values.
 LZ1238
 LZ1238;                    North         East    Units  Estimated Accuracy
 LZ1238;SPC PA N     -   126,090.      611,100.      MT  (+/- 180 meters Scaled)
 LZ1238
 LZ1238                          SUPERSEDED SURVEY CONTROL
 LZ1238
 LZ1238  NGVD 29 (??/??/92)  193.021  (m)          633.27   (f) ADJ UNCH    2 0
 LZ1238
 LZ1238.Superseded values are not recommended for survey control.
 LZ1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1238.See file dsdata.txt to determine how the superseded data were derived.
 LZ1238
 LZ1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL808755(NAD 83)
 LZ1238_MARKER: Q = CHISELED SQUARE
 LZ1238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1238_SP_SET: SEMAPHORE SIGNAL BASE
 LZ1238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1238
 LZ1238  HISTORY     - Date     Condition        Report By
 LZ1238  HISTORY     - UNK      MONUMENTED       USGS
 LZ1238  HISTORY     - 1934     GOOD             NGS
 LZ1238
 LZ1238                          STATION DESCRIPTION
 LZ1238
 LZ1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1238'9.4 MI E FROM RENOVO.
 LZ1238'ABOUT 9.4 MILES EAST ALONG TE PENNSYLVANIA RAILROAD FROM THE
 LZ1238'STATION AT RENOVO, CLINTON COUNTY, ABOUT 2.8 MILES EAST OF THE
 LZ1238'STATION AT HYNER, ABOUT 2,100 FEET WEST OF MILEPOST 205, ABOUT
 LZ1238'2,460 FEET WEST OF A STONE ARCH CULVERT, AT SEMAPHORE SIGNAL
 LZ1238'204.6, ON THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE BASE,
 LZ1238'8-1/2 FEET SOUTH OF THE EAST-BOUND TRACK, AND ABOUT 9 INCHES
 LZ1238'LOWER THAN THE TOP OF THE RAIL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1917 ***********************************************************************
 JV1917  DESIGNATION -  635 USGS
 JV1917  PID         -  JV1917
 JV1917  STATE/COUNTY-  PA/ADAMS
 JV1917  USGS QUAD   -  LITTLESTOWN (1984)
 JV1917
 JV1917                         *CURRENT SURVEY CONTROL
 JV1917  ___________________________________________________________________
 JV1917* NAD 83(1986)-  39 44 38.     (N)    077 05 14.     (W)     SCALED    
 JV1917* NAVD 88     -       192.977  (meters)     633.13   (feet)  ADJUSTED  
 JV1917  ___________________________________________________________________
 JV1917  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JV1917  DYNAMIC HT  -         192.873 (meters)     632.78  (feet)  COMP
 JV1917  MODELED GRAV-     980,086.2   (mgal)                       NAVD 88
 JV1917
 JV1917  VERT ORDER  -  SECOND    CLASS 0
 JV1917
 JV1917.The horizontal coordinates were scaled from a topographic map and have
 JV1917.an estimated accuracy of +/- 6 seconds.
 JV1917
 JV1917.The orthometric height was determined by differential leveling
 JV1917.and adjusted by the National Geodetic Survey in June 1991..
 JV1917
 JV1917.The geoid height was determined by GEOID03.
 JV1917
 JV1917.The dynamic height is computed by dividing the NAVD 88
 JV1917.geopotential number by the normal gravity value computed on the
 JV1917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1917.degrees latitude (g = 980.6199 gals.).
 JV1917
 JV1917.The modeled gravity was interpolated from observed gravity values.
 JV1917
 JV1917;                    North         East    Units  Estimated Accuracy
 JV1917;SPC PA S     -    45,800.      656,810.      MT  (+/- 180 meters Scaled)
 JV1917
 JV1917                          SUPERSEDED SURVEY CONTROL
 JV1917
 JV1917  NGVD 29 (??/??/??)  193.175  (m)          633.77   (f) ADJUSTED    2 0
 JV1917
 JV1917.Superseded values are not recommended for survey control.
 JV1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1917.See file dsdata.txt to determine how the superseded data were derived.
 JV1917
 JV1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK211014(NAD 83)
 JV1917_MARKER: DD = SURVEY DISK
 JV1917_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1917_SP_SET: BUILDING
 JV1917_STAMPING: 635
 JV1917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1917
 JV1917  HISTORY     - Date     Condition        Report By
 JV1917  HISTORY     - UNK      MONUMENTED       USGS
 JV1917  HISTORY     - 1942     GOOD             CGS
 JV1917
 JV1917                          STATION DESCRIPTION
 JV1917
 JV1917'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1917'IN LITTLESTOWN.
 JV1917'AT THE RENNER BROS. HARDWARE STORE, IN THE NORTHWEST WALL OF THE
 JV1917'BUILDING 2 FEET NORTHEAST OF THE WEST CORNER, AND 1 FOOT ABOVE
 JV1917'THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, AND
 JV1917'SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1441 ***********************************************************************
 KV1441  DESIGNATION -  638=96 DLWRR
 KV1441  PID         -  KV1441
 KV1441  STATE/COUNTY-  PA/NORTHAMPTON
 KV1441  USGS QUAD   -  BANGOR (1994)
 KV1441
 KV1441                         *CURRENT SURVEY CONTROL
 KV1441  ___________________________________________________________________
 KV1441* NAD 83(1986)-  40 51 25.     (N)    075 14 58.     (W)     SCALED    
 KV1441* NAVD 88     -       194.266  (meters)     637.35   (feet)  ADJUSTED  
 KV1441  ___________________________________________________________________
 KV1441  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 KV1441  DYNAMIC HT  -         194.175 (meters)     637.06  (feet)  COMP
 KV1441  MODELED GRAV-     980,152.1   (mgal)                       NAVD 88
 KV1441
 KV1441  VERT ORDER  -  FIRST     CLASS II
 KV1441
 KV1441.The horizontal coordinates were scaled from a topographic map and have
 KV1441.an estimated accuracy of +/- 6 seconds.
 KV1441
 KV1441.The orthometric height was determined by differential leveling
 KV1441.and adjusted by the National Geodetic Survey in June 1991..
 KV1441
 KV1441.The geoid height was determined by GEOID03.
 KV1441
 KV1441.The dynamic height is computed by dividing the NAVD 88
 KV1441.geopotential number by the normal gravity value computed on the
 KV1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1441.degrees latitude (g = 980.6199 gals.).
 KV1441
 KV1441.The modeled gravity was interpolated from observed gravity values.
 KV1441
 KV1441;                    North         East    Units  Estimated Accuracy
 KV1441;SPC PA S     -   172,160.      810,810.      MT  (+/- 180 meters Scaled)
 KV1441
 KV1441                          SUPERSEDED SURVEY CONTROL
 KV1441
 KV1441  NGVD 29 (??/??/??)  194.449  (m)          637.95   (f) ADJUSTED    1 2
 KV1441
 KV1441.Superseded values are not recommended for survey control.
 KV1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1441.See file dsdata.txt to determine how the superseded data were derived.
 KV1441
 KV1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL789229(NAD 83)
 KV1441_MARKER: Z = SEE DESCRIPTION
 KV1441_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1441_SP_SET: RAIL
 KV1441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1441
 KV1441  HISTORY     - Date     Condition        Report By
 KV1441  HISTORY     - 1932     MONUMENTED       DLWRR
 KV1441  HISTORY     - 1932     GOOD             CGS
 KV1441  HISTORY     - 1934     GOOD             CGS
 KV1441  HISTORY     - 20021117 MARK NOT FOUND   USPSQD
 KV1441
 KV1441                          STATION DESCRIPTION
 KV1441
 KV1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1441'0.7 MI E FROM PEN ARGYL.
 KV1441'0.7 MILE EAST ALONG THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD
 KV1441'FROM PEN ARGYL, NORTHAMPTON COUNTY, AND ACROSS THE TRACK FROM
 KV1441'MILEPOST 96.  THE TOP OF A SECTION OF RAIL SET VERTICALLY AND
 KV1441'PROJECTING 18 INCHES ABOVE GROUND.  NOTE-- THE DELAWARE,
 KV1441'LACKAWANNA AND WESTERN RAILROAD IS NOW THE ERIE LACKAWANNA
 KV1441'RAILROAD.  THE ERIE RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV1441
 KV1441                          STATION RECOVERY (1934)
 KV1441
 KV1441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 KV1441'RECOVERED IN GOOD CONDITION.
 KV1441
 KV1441                          STATION RECOVERY (2002)
 KV1441
 KV1441'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWB)
 KV1441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0308 ***********************************************************************
 KX0308  DESIGNATION -  64
 KX0308  PID         -  KX0308
 KX0308  STATE/COUNTY-  PA/BLAIR
 KX0308  USGS QUAD   -  ROARING SPRING (1987)
 KX0308
 KX0308                         *CURRENT SURVEY CONTROL
 KX0308  ___________________________________________________________________
 KX0308* NAD 83(1986)-  40 20 40.     (N)    078 25 54.     (W)     SCALED    
 KX0308* NAVD 88     -       316.699  (meters)    1039.04   (feet)  ADJUSTED  
 KX0308  ___________________________________________________________________
 KX0308  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KX0308  DYNAMIC HT  -         316.528 (meters)    1038.48  (feet)  COMP
 KX0308  MODELED GRAV-     980,076.1   (mgal)                       NAVD 88
 KX0308
 KX0308  VERT ORDER  -  SECOND    CLASS 0
 KX0308
 KX0308.The horizontal coordinates were scaled from a topographic map and have
 KX0308.an estimated accuracy of +/- 6 seconds.
 KX0308
 KX0308.The orthometric height was determined by differential leveling
 KX0308.and adjusted by the National Geodetic Survey in June 1991..
 KX0308
 KX0308.The geoid height was determined by GEOID03.
 KX0308
 KX0308.The dynamic height is computed by dividing the NAVD 88
 KX0308.geopotential number by the normal gravity value computed on the
 KX0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0308.degrees latitude (g = 980.6199 gals.).
 KX0308
 KX0308.The modeled gravity was interpolated from observed gravity values.
 KX0308
 KX0308;                    North         East    Units  Estimated Accuracy
 KX0308;SPC PA S     -   112,490.      542,090.      MT  (+/- 180 meters Scaled)
 KX0308
 KX0308                          SUPERSEDED SURVEY CONTROL
 KX0308
 KX0308  NGVD 29 (??/??/92)  316.851  (m)         1039.54   (f) ADJ UNCH    2 0
 KX0308
 KX0308.Superseded values are not recommended for survey control.
 KX0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0308.See file dsdata.txt to determine how the superseded data were derived.
 KX0308
 KX0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE181691(NAD 83)
 KX0308_MARKER: Q = CHISELED SQUARE
 KX0308_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0308_SP_SET: BRIDGE
 KX0308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0308
 KX0308  HISTORY     - Date     Condition        Report By
 KX0308  HISTORY     - UNK      MONUMENTED       PRR
 KX0308  HISTORY     - 1967     GOOD             NGS
 KX0308
 KX0308                          STATION DESCRIPTION
 KX0308
 KX0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0308'3.8 MI N FROM CLAYSBURG.
 KX0308'3.8 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0308'AT CLAYSBURG, BLAIR COUNTY, AT THE NORTHEAST END OF BRIDGE 16.45
 KX0308'OVER PAU PAU RUN, ON THE TOP OF THE EAST COPING, AND 8 FEET EAST
 KX0308'OF THE CENTER LINE OF THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0603 ***********************************************************************
 KX0603  DESIGNATION -  64
 KX0603  PID         -  KX0603
 KX0603  STATE/COUNTY-  PA/CAMBRIA
 KX0603  USGS QUAD   -  EBENSBURG (1994)
 KX0603
 KX0603                         *CURRENT SURVEY CONTROL
 KX0603  ___________________________________________________________________
 KX0603* NAD 83(1986)-  40 29 09.     (N)    078 43 31.     (W)     SCALED    
 KX0603* NAVD 88     -       652.056  (meters)    2139.29   (feet)  ADJUSTED  
 KX0603  ___________________________________________________________________
 KX0603  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 KX0603  DYNAMIC HT  -         651.687 (meters)    2138.08  (feet)  COMP
 KX0603  MODELED GRAV-     980,038.2   (mgal)                       NAVD 88
 KX0603
 KX0603  VERT ORDER  -  SECOND    CLASS 0
 KX0603
 KX0603.The horizontal coordinates were scaled from a topographic map and have
 KX0603.an estimated accuracy of +/- 6 seconds.
 KX0603
 KX0603.The orthometric height was determined by differential leveling
 KX0603.and adjusted by the National Geodetic Survey in June 1991..
 KX0603
 KX0603.The geoid height was determined by GEOID03.
 KX0603
 KX0603.The dynamic height is computed by dividing the NAVD 88
 KX0603.geopotential number by the normal gravity value computed on the
 KX0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0603.degrees latitude (g = 980.6199 gals.).
 KX0603
 KX0603.The modeled gravity was interpolated from observed gravity values.
 KX0603
 KX0603;                    North         East    Units  Estimated Accuracy
 KX0603;SPC PA S     -   128,430.      517,320.      MT  (+/- 180 meters Scaled)
 KX0603
 KX0603                          SUPERSEDED SURVEY CONTROL
 KX0603
 KX0603  NGVD 29 (??/??/92)  652.204  (m)         2139.77   (f) ADJ UNCH    2 0
 KX0603
 KX0603.Superseded values are not recommended for survey control.
 KX0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0603.See file dsdata.txt to determine how the superseded data were derived.
 KX0603
 KX0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE927841(NAD 83)
 KX0603_MARKER: DD = SURVEY DISK
 KX0603_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0603_SP_SET: STEP
 KX0603_STAMPING: 64 FRB 2140 1958
 KX0603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0603
 KX0603  HISTORY     - Date     Condition        Report By
 KX0603  HISTORY     - 1958     MONUMENTED       USGS
 KX0603  HISTORY     - 1967     GOOD             NGS
 KX0603
 KX0603                          STATION DESCRIPTION
 KX0603
 KX0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0603'AT EBENSBURG.
 KX0603'AT EBENSBURG, SET IN THE TOP OF THE NORTHWEST CORNER OF THE TOP
 KX0603'STEP OF THE MAIN ENTRANCE TO THE POST OFFICE, 48.2 FEET SOUTH
 KX0603'OF THE SOUTH CURB OF SAMPLE STREET, 27.5 FEET WEST OF THE WEST
 KX0603'CURB OF CENTER STREET, 5.0 FEET NORTH OF THE APPROXIMATE CENTER
 KX0603'OF THE ENTRANCE TO POST OFFICE, 1.0 FOOT EAST OF THE EAST FACE
 KX0603'OF BUILDING, AND IS ABOUT 5 FEET ABOVE THE LEVEL OF U.S. HIGHWAY 219.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0736 ***********************************************************************
 KW0736  DESIGNATION -  64 PRR
 KW0736  PID         -  KW0736
 KW0736  STATE/COUNTY-  PA/LANCASTER
 KW0736  USGS QUAD   -  NEW HOLLAND (1992)
 KW0736
 KW0736                         *CURRENT SURVEY CONTROL
 KW0736  ___________________________________________________________________
 KW0736* NAD 83(1986)-  40 00 04.     (N)    076 05 31.     (W)     SCALED    
 KW0736* NAVD 88     -       129.587  (meters)     425.15   (feet)  ADJUSTED  
 KW0736  ___________________________________________________________________
 KW0736  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KW0736  DYNAMIC HT  -         129.519 (meters)     424.93  (feet)  COMP
 KW0736  MODELED GRAV-     980,104.3   (mgal)                       NAVD 88
 KW0736
 KW0736  VERT ORDER  -  SECOND    CLASS 0
 KW0736
 KW0736.The horizontal coordinates were scaled from a topographic map and have
 KW0736.an estimated accuracy of +/- 6 seconds.
 KW0736
 KW0736.The orthometric height was determined by differential leveling
 KW0736.and adjusted by the National Geodetic Survey in June 1991..
 KW0736
 KW0736.The geoid height was determined by GEOID03.
 KW0736
 KW0736.The dynamic height is computed by dividing the NAVD 88
 KW0736.geopotential number by the normal gravity value computed on the
 KW0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0736.degrees latitude (g = 980.6199 gals.).
 KW0736
 KW0736.The modeled gravity was interpolated from observed gravity values.
 KW0736
 KW0736;                    North         East    Units  Estimated Accuracy
 KW0736;SPC PA S     -    75,480.      741,580.      MT  (+/- 180 meters Scaled)
 KW0736
 KW0736                          SUPERSEDED SURVEY CONTROL
 KW0736
 KW0736  NGVD 29 (??/??/??)  129.858  (m)          426.04   (f) ADJUSTED    2 0
 KW0736
 KW0736.Superseded values are not recommended for survey control.
 KW0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0736.See file dsdata.txt to determine how the superseded data were derived.
 KW0736
 KW0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK067284(NAD 83)
 KW0736_MARKER: B = BOLT
 KW0736_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0736_SP_SET: FOOTING
 KW0736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0736
 KW0736  HISTORY     - Date     Condition        Report By
 KW0736  HISTORY     - UNK      MONUMENTED       PRR
 KW0736  HISTORY     - 1966     MARK NOT FOUND   CGS
 KW0736  HISTORY     - 20050905 MARK NOT FOUND   GEOCAC
 KW0736
 KW0736                          STATION DESCRIPTION
 KW0736
 KW0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0736'1.4 MI E FROM LEAMAN PLACE.
 KW0736'1.4 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE U.S.
 KW0736'HIGHWAY 30 OVERPASS AT LEAMAN PLACE, LANCASTER COUNTY, ABOUT 0.1
 KW0736'MILE SOUTH OF THE HIGHWAY, AT AN OVERPASS, IN THE TOP OF THE EAST
 KW0736'END OF THE NORTH CONCRETE FOOTING, 6 FEET NORTH OF THE CENTER
 KW0736'LINE OF THE TRACK, AND ABOUT 4 FEET HIGHER THAN THE TRACK.  A
 KW0736'COPPER BOLT.
 KW0736
 KW0736                          STATION RECOVERY (2005)
 KW0736
 KW0736'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0736'BRIDGE REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1243 ***********************************************************************
 LZ1243  DESIGNATION -  640.5
 LZ1243  PID         -  LZ1243
 LZ1243  STATE/COUNTY-  PA/CLINTON
 LZ1243  USGS QUAD   -  RENOVO EAST (1986)
 LZ1243
 LZ1243                         *CURRENT SURVEY CONTROL
 LZ1243  ___________________________________________________________________
 LZ1243* NAD 83(1986)-  41 19 34.     (N)    077 38 04.     (W)     SCALED    
 LZ1243* NAVD 88     -       195.106  (meters)     640.11   (feet)  ADJUSTED  
 LZ1243  ___________________________________________________________________
 LZ1243  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 LZ1243  DYNAMIC HT  -         195.018 (meters)     639.82  (feet)  COMP
 LZ1243  MODELED GRAV-     980,172.1   (mgal)                       NAVD 88
 LZ1243
 LZ1243  VERT ORDER  -  SECOND    CLASS 0
 LZ1243
 LZ1243.The horizontal coordinates were scaled from a topographic map and have
 LZ1243.an estimated accuracy of +/- 6 seconds.
 LZ1243
 LZ1243.The orthometric height was determined by differential leveling
 LZ1243.and adjusted by the National Geodetic Survey in June 1991..
 LZ1243
 LZ1243.The geoid height was determined by GEOID03.
 LZ1243
 LZ1243.The dynamic height is computed by dividing the NAVD 88
 LZ1243.geopotential number by the normal gravity value computed on the
 LZ1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1243.degrees latitude (g = 980.6199 gals.).
 LZ1243
 LZ1243.The modeled gravity was interpolated from observed gravity values.
 LZ1243
 LZ1243;                    North         East    Units  Estimated Accuracy
 LZ1243;SPC PA N     -   128,770.      609,670.      MT  (+/- 180 meters Scaled)
 LZ1243
 LZ1243                          SUPERSEDED SURVEY CONTROL
 LZ1243
 LZ1243  NGVD 29 (??/??/92)  195.293  (m)          640.72   (f) ADJ UNCH    2 0
 LZ1243
 LZ1243.Superseded values are not recommended for survey control.
 LZ1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1243.See file dsdata.txt to determine how the superseded data were derived.
 LZ1243
 LZ1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL795783(NAD 83)
 LZ1243_MARKER: Q = CHISELED SQUARE
 LZ1243_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1243_SP_SET: ABUTMENT
 LZ1243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1243
 LZ1243  HISTORY     - Date     Condition        Report By
 LZ1243  HISTORY     - UNK      MONUMENTED       USGS
 LZ1243  HISTORY     - 1968     GOOD             NGS
 LZ1243
 LZ1243                          STATION DESCRIPTION
 LZ1243
 LZ1243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ1243'7.3 MI E FROM RENOVO.
 LZ1243'7.3 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM RENOVO,
 LZ1243'CLINTON COUNTY, ABOUT 0.7 MILE EAST OF HYNER, AT MILEAGE 202.5,
 LZ1243'ABOUT 40 FEET SOUTH OF THE SIXTEENTH POLE EAST OF MILEPOST 202,
 LZ1243'ABOUT 50 FEET NORTHEAST OF A WOODEN BARN, AT A 10-FOOT CONCRETE
 LZ1243'CULVERT, IN THE TOP OF THE SOUTH END OF THE WING WALL OF THE
 LZ1243'EAST ABUTMENT, 11 FEET SOUTH OF THE EAST-BOUND TRACK, AND ABOUT
 LZ1243'1-1/4 FEET LOWER THAN THE TOP OF THE RAIL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0293 ***********************************************************************
 KX0293  DESIGNATION -  642
 KX0293  PID         -  KX0293
 KX0293  STATE/COUNTY-  PA/HUNTINGDON
 KX0293  USGS QUAD   -  HUNTINGDON (1994)
 KX0293
 KX0293                         *CURRENT SURVEY CONTROL
 KX0293  ___________________________________________________________________
 KX0293* NAD 83(1986)-  40 29 01.     (N)    078 00 28.     (W)     SCALED    
 KX0293* NAVD 88     -       195.731  (meters)     642.16   (feet)  ADJUSTED  
 KX0293  ___________________________________________________________________
 KX0293  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KX0293  DYNAMIC HT  -         195.632 (meters)     641.84  (feet)  COMP
 KX0293  MODELED GRAV-     980,115.9   (mgal)                       NAVD 88
 KX0293
 KX0293  VERT ORDER  -  FIRST     CLASS I
 KX0293
 KX0293.The horizontal coordinates were scaled from a topographic map and have
 KX0293.an estimated accuracy of +/- 6 seconds.
 KX0293
 KX0293.The orthometric height was determined by differential leveling
 KX0293.and adjusted by the National Geodetic Survey in June 1991..
 KX0293
 KX0293.The geoid height was determined by GEOID03.
 KX0293
 KX0293.The dynamic height is computed by dividing the NAVD 88
 KX0293.geopotential number by the normal gravity value computed on the
 KX0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0293.degrees latitude (g = 980.6199 gals.).
 KX0293
 KX0293.The modeled gravity was interpolated from observed gravity values.
 KX0293
 KX0293;                    North         East    Units  Estimated Accuracy
 KX0293;SPC PA S     -   127,750.      578,140.      MT  (+/- 180 meters Scaled)
 KX0293
 KX0293                          SUPERSEDED SURVEY CONTROL
 KX0293
 KX0293  NGVD 29 (??/??/92)  195.941  (m)          642.85   (f) ADJ UNCH    1 1
 KX0293
 KX0293.Superseded values are not recommended for survey control.
 KX0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0293.See file dsdata.txt to determine how the superseded data were derived.
 KX0293
 KX0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE536857(NAD 83)
 KX0293_MARKER: DD = SURVEY DISK
 KX0293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0293_SP_SET: WALL
 KX0293_STAMPING: 642 HARRISBURG
 KX0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0293
 KX0293  HISTORY     - Date     Condition        Report By
 KX0293  HISTORY     - UNK      MONUMENTED       USGS
 KX0293  HISTORY     - 1966     GOOD             NGS
 KX0293  HISTORY     - 20041108 MARK NOT FOUND   USPSQD
 KX0293
 KX0293                          STATION DESCRIPTION
 KX0293
 KX0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0293'0.2 MI E FROM HUNTINGDON.
 KX0293'1 BLOCK NORTHEAST ALONG 4TH STREET FROM THE PENNSYLVANIA RAILROAD
 KX0293'STATION AT HUNTINGDON, THENCE 1 1/2 BLOCKS SOUTHEAST ALONG
 KX0293'PENN STREET AT THE COUNTY COURTHOUSE, 6 FEET NORTHWEST OF THE
 KX0293'CENTER OF THE MORE NORTHWESTERLY OF TWO SOUTHWEST ENTRANCES TO
 KX0293'THE COURTHOUSE, SET VERTICALLY IN THE SOUTHWEST FACE OF THE SOUTHWEST
 KX0293'WALL OF THE COURTHOUSE, ABOUT 6 FEET ABOVE THE LEVEL OF THE SIDEWALK,
 KX0293'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE UPPER LANDING.
 KX0293
 KX0293                          STATION RECOVERY (2004)
 KX0293
 KX0293'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPP)
 KX0293'THE ROD IS STILL IMBEDDED IN THE WALL BUT THE DISK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3459 ***********************************************************************
 JV3459  DESIGNATION -  645 USGS
 JV3459  PID         -  JV3459
 JV3459  STATE/COUNTY-  PA/FRANKLIN
 JV3459  USGS QUAD   -  ST THOMAS (1990)
 JV3459
 JV3459                         *CURRENT SURVEY CONTROL
 JV3459  ___________________________________________________________________
 JV3459* NAD 83(1986)-  39 55 02.     (N)    077 47 52.     (W)     SCALED    
 JV3459* NAVD 88     -       197.058  (meters)     646.51   (feet)  ADJUSTED  
 JV3459  ___________________________________________________________________
 JV3459  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 JV3459  DYNAMIC HT  -         196.946 (meters)     646.15  (feet)  COMP
 JV3459  MODELED GRAV-     980,052.4   (mgal)                       NAVD 88
 JV3459
 JV3459  VERT ORDER  -  SECOND    CLASS 0
 JV3459
 JV3459.The horizontal coordinates were scaled from a topographic map and have
 JV3459.an estimated accuracy of +/- 6 seconds.
 JV3459
 JV3459.The orthometric height was determined by differential leveling
 JV3459.and adjusted by the National Geodetic Survey in June 1991..
 JV3459
 JV3459.The geoid height was determined by GEOID03.
 JV3459
 JV3459.The dynamic height is computed by dividing the NAVD 88
 JV3459.geopotential number by the normal gravity value computed on the
 JV3459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3459.degrees latitude (g = 980.6199 gals.).
 JV3459
 JV3459.The modeled gravity was interpolated from observed gravity values.
 JV3459
 JV3459;                    North         East    Units  Estimated Accuracy
 JV3459;SPC PA S     -    64,830.      595,920.      MT  (+/- 180 meters Scaled)
 JV3459
 JV3459                          SUPERSEDED SURVEY CONTROL
 JV3459
 JV3459  NGVD 29 (??/??/??)  197.247  (m)          647.13   (f) ADJUSTED    2 0
 JV3459
 JV3459.Superseded values are not recommended for survey control.
 JV3459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3459.See file dsdata.txt to determine how the superseded data were derived.
 JV3459
 JV3459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK608223(NAD 83)
 JV3459_MARKER: DD = SURVEY DISK
 JV3459_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3459_SP_SET: FOUNDATION
 JV3459_STAMPING: 645
 JV3459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3459
 JV3459  HISTORY     - Date     Condition        Report By
 JV3459  HISTORY     - UNK      MONUMENTED       USGS
 JV3459  HISTORY     - 1966     GOOD             CGS
 JV3459
 JV3459                          STATION DESCRIPTION
 JV3459
 JV3459'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JV3459'AT SAINT THOMAS.
 JV3459'AT SAINT THOMAS, FRANKLIN COUNTY, ON U.S. HIGHWAY 30, ABOUT 140
 JV3459'FEET WEST OF THE POST OFFICE, ABOUT 93 FEET WEST OF THE
 JV3459'CENTER OF A ROAD LEADING TO BAKERS CAVERNS, AT A BUILDING
 JV3459'OPPOSITE THE SAINT THOMAS HOTEL, AT THE NORTH WALL, IN THE TOP
 JV3459'OF THE WEST END OF THE STONE FOUNDATION, AND 30 FEET SOUTH OF
 JV3459'THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL
 JV3459'SURVEY STANDARD DISK, STAMPED 645.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0604 ***********************************************************************
 LY0604  DESIGNATION -  646
 LY0604  PID         -  LY0604
 LY0604  STATE/COUNTY-  PA/PIKE
 LY0604  USGS QUAD   -  SHOHOLA (1994)
 LY0604
 LY0604                         *CURRENT SURVEY CONTROL
 LY0604  ___________________________________________________________________
 LY0604* NAD 83(1986)-  41 28 27.     (N)    074 54 51.     (W)     SCALED    
 LY0604* NAVD 88     -       196.888  (meters)     645.96   (feet)  ADJUSTED  
 LY0604  ___________________________________________________________________
 LY0604  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 LY0604  DYNAMIC HT  -         196.808 (meters)     645.69  (feet)  COMP
 LY0604  MODELED GRAV-     980,212.4   (mgal)                       NAVD 88
 LY0604
 LY0604  VERT ORDER  -  FIRST     CLASS II
 LY0604
 LY0604.The horizontal coordinates were scaled from a topographic map and have
 LY0604.an estimated accuracy of +/- 6 seconds.
 LY0604
 LY0604.The orthometric height was determined by differential leveling
 LY0604.and adjusted by the National Geodetic Survey in June 1991..
 LY0604
 LY0604.The geoid height was determined by GEOID03.
 LY0604
 LY0604.The dynamic height is computed by dividing the NAVD 88
 LY0604.geopotential number by the normal gravity value computed on the
 LY0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0604.degrees latitude (g = 980.6199 gals.).
 LY0604
 LY0604.The modeled gravity was interpolated from observed gravity values.
 LY0604
 LY0604;                    North         East    Units  Estimated Accuracy
 LY0604;SPC PA N     -   149,080.      836,820.      MT  (+/- 180 meters Scaled)
 LY0604
 LY0604                          SUPERSEDED SURVEY CONTROL
 LY0604
 LY0604  NGVD 29 (??/??/92)  197.061  (m)          646.52   (f) ADJ UNCH    1 2
 LY0604
 LY0604.Superseded values are not recommended for survey control.
 LY0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0604.See file dsdata.txt to determine how the superseded data were derived.
 LY0604
 LY0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL071914(NAD 83)
 LY0604_MARKER: DD = SURVEY DISK
 LY0604_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0604_SP_SET: BRIDGE
 LY0604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0604
 LY0604  HISTORY     - Date     Condition        Report By
 LY0604  HISTORY     - UNK      MONUMENTED       PADH
 LY0604  HISTORY     - 1941     GOOD             NGS
 LY0604
 LY0604                          STATION DESCRIPTION
 LY0604
 LY0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LY0604'0.1 MI E FROM SHOHOLA.
 LY0604'0.1 MILE EAST ALONG THE ERIE RAILROAD FROM THE STATION AT
 LY0604'SHOHOLA, PIKE COUNTY, AT A CONCRETE OVERHEAD BRIDGE, IN THE
 LY0604'SOUTH ABUTMENT OF THE EAST HEAD WALL, 10 FEET EAST OF THE TRACK,
 LY0604'AND ABOUT 2 FEET LOWER THAN THE TRACK.  A PENNSYLVANIA DEPARTMENT
 LY0604'OF HIGHWAYS STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1248 ***********************************************************************
 LZ1248  DESIGNATION -  647.5
 LZ1248  PID         -  LZ1248
 LZ1248  STATE/COUNTY-  PA/CLINTON
 LZ1248  USGS QUAD   -  RENOVO EAST (1986)
 LZ1248
 LZ1248                         *CURRENT SURVEY CONTROL
 LZ1248  ___________________________________________________________________
 LZ1248* NAD 83(1986)-  41 20 48.     (N)    077 41 46.     (W)     SCALED    
 LZ1248* NAVD 88     -       197.225  (meters)     647.06   (feet)  ADJUSTED  
 LZ1248  ___________________________________________________________________
 LZ1248  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 LZ1248  DYNAMIC HT  -         197.139 (meters)     646.78  (feet)  COMP
 LZ1248  MODELED GRAV-     980,187.0   (mgal)                       NAVD 88
 LZ1248
 LZ1248  VERT ORDER  -  SECOND    CLASS 0
 LZ1248
 LZ1248.The horizontal coordinates were scaled from a topographic map and have
 LZ1248.an estimated accuracy of +/- 6 seconds.
 LZ1248
 LZ1248.The orthometric height was determined by differential leveling
 LZ1248.and adjusted by the National Geodetic Survey in June 1991..
 LZ1248
 LZ1248.The geoid height was determined by GEOID03.
 LZ1248
 LZ1248.The dynamic height is computed by dividing the NAVD 88
 LZ1248.geopotential number by the normal gravity value computed on the
 LZ1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1248.degrees latitude (g = 980.6199 gals.).
 LZ1248
 LZ1248.The modeled gravity was interpolated from observed gravity values.
 LZ1248
 LZ1248;                    North         East    Units  Estimated Accuracy
 LZ1248;SPC PA N     -   131,050.      604,510.      MT  (+/- 180 meters Scaled)
 LZ1248
 LZ1248                          SUPERSEDED SURVEY CONTROL
 LZ1248
 LZ1248  NGVD 29 (??/??/92)  197.414  (m)          647.68   (f) ADJ UNCH    2 0
 LZ1248
 LZ1248.Superseded values are not recommended for survey control.
 LZ1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1248.See file dsdata.txt to determine how the superseded data were derived.
 LZ1248
 LZ1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL744807(NAD 83)
 LZ1248_MARKER: Q = CHISELED SQUARE
 LZ1248_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1248_SP_SET: ABUTMENT
 LZ1248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1248
 LZ1248  HISTORY     - Date     Condition        Report By
 LZ1248  HISTORY     - UNK      MONUMENTED       USGS
 LZ1248  HISTORY     - 1934     GOOD             NGS
 LZ1248
 LZ1248                          STATION DESCRIPTION
 LZ1248
 LZ1248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1248'3.7 MI E FROM RENOVO.
 LZ1248'ABOUT 3.7 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LZ1248'STATION AT RENOVO, CLINTON COUNTY, ABOUT 0.5 MILE EAST OF THE
 LZ1248'STATION AT NORTH BEND, ABOUT 555 FEET WEST OF MILEPOST 199, ABOUT
 LZ1248'390 FEET EAST OF SEMAPHORE 198.8, AT THE BRIDGE OVER YOUNG WOMANS
 LZ1248'CREEK, ON THE TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT,
 LZ1248'7 FEET NORTH OF THE CENTER LINE OF THE WEST-BOUND TRACK, AND ABOUT
 LZ1248'1-1/2 FEET LOWER THAN THE TOP OF THE RAIL.  A CHISELED SQUARE,
 LZ1248'MARKED BY THE CHISELED LETTERS U.S.G.S. 647.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0602 ***********************************************************************
 LY0602  DESIGNATION -  648 USGS
 LY0602  PID         -  LY0602
 LY0602  STATE/COUNTY-  PA/PIKE
 LY0602  USGS QUAD   -  SHOHOLA (1994)
 LY0602
 LY0602                         *CURRENT SURVEY CONTROL
 LY0602  ___________________________________________________________________
 LY0602* NAD 83(1986)-  41 28 29.     (N)    074 54 56.     (W)     SCALED    
 LY0602* NAVD 88     -       197.599  (meters)     648.29   (feet)  ADJUSTED  
 LY0602  ___________________________________________________________________
 LY0602  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 LY0602  DYNAMIC HT  -         197.519 (meters)     648.03  (feet)  COMP
 LY0602  MODELED GRAV-     980,212.4   (mgal)                       NAVD 88
 LY0602
 LY0602  VERT ORDER  -  FIRST     CLASS II
 LY0602
 LY0602.The horizontal coordinates were scaled from a topographic map and have
 LY0602.an estimated accuracy of +/- 6 seconds.
 LY0602
 LY0602.The orthometric height was determined by differential leveling
 LY0602.and adjusted by the National Geodetic Survey in June 1991..
 LY0602
 LY0602.The geoid height was determined by GEOID03.
 LY0602
 LY0602.The dynamic height is computed by dividing the NAVD 88
 LY0602.geopotential number by the normal gravity value computed on the
 LY0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0602.degrees latitude (g = 980.6199 gals.).
 LY0602
 LY0602.The modeled gravity was interpolated from observed gravity values.
 LY0602
 LY0602;                    North         East    Units  Estimated Accuracy
 LY0602;SPC PA N     -   149,140.      836,710.      MT  (+/- 180 meters Scaled)
 LY0602
 LY0602                          SUPERSEDED SURVEY CONTROL
 LY0602
 LY0602  NGVD 29 (??/??/92)  197.772  (m)          648.86   (f) ADJ UNCH    1 2
 LY0602
 LY0602.Superseded values are not recommended for survey control.
 LY0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0602.See file dsdata.txt to determine how the superseded data were derived.
 LY0602
 LY0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL070914(NAD 83)
 LY0602_MARKER: DD = SURVEY DISK
 LY0602_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0602_SP_SET: STEP
 LY0602_STAMPING: 648 ALBANY 1900
 LY0602_MARK LOGO: USGS  
 LY0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0602
 LY0602  HISTORY     - Date     Condition        Report By
 LY0602  HISTORY     - 1900     MONUMENTED       USGS
 LY0602  HISTORY     - 1932     GOOD             NGS
 LY0602  HISTORY     - 1941     GOOD             NGS
 LY0602  HISTORY     - 1982     GOOD             NGS
 LY0602
 LY0602                          STATION DESCRIPTION
 LY0602
 LY0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 LY0602'AT SHOHOLA.
 LY0602'AT SHOHOLA, PIKE COUNTY, BETWEEN SHOHOLA GLEN AND THE STORE, AT
 LY0602'THE STONE STEPS OPPOSITE THE EAST END OF THE ERIE RAILROAD
 LY0602'STATION, AND IN THE THIRD STEP FROM THE BOTTOM.  A UNITED STATES
 LY0602'GEOLOGICAL SURVE STANDARD DISK, STAMPED 648 ALBANY 1900.
 LY0602
 LY0602                          STATION RECOVERY (1941)
 LY0602
 LY0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LY0602'RECOVERED IN GOOD CONDITION.
 LY0602
 LY0602                          STATION RECOVERY (1982)
 LY0602
 LY0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LY0602'RECOVERED IN GOOD CONDITION-OMIT-OPPOSITE THE EAST END OF THE ERIE
 LY0602'RAILROAD STATION.  ADD-SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1640 ***********************************************************************
 JV1640  DESIGNATION -  649 USGS
 JV1640  PID         -  JV1640
 JV1640  STATE/COUNTY-  PA/YORK
 JV1640  USGS QUAD   -  SEVEN VALLEYS (1981)
 JV1640
 JV1640                         *CURRENT SURVEY CONTROL
 JV1640  ___________________________________________________________________
 JV1640* NAD 83(1986)-  39 46 10.     (N)    076 49 35.     (W)     SCALED    
 JV1640* NAVD 88     -       197.620  (meters)     648.36   (feet)  ADJUSTED  
 JV1640  ___________________________________________________________________
 JV1640  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JV1640  DYNAMIC HT  -         197.520 (meters)     648.03  (feet)  COMP
 JV1640  MODELED GRAV-     980,114.9   (mgal)                       NAVD 88
 JV1640
 JV1640  VERT ORDER  -  SECOND    CLASS 0
 JV1640
 JV1640.The horizontal coordinates were scaled from a topographic map and have
 JV1640.an estimated accuracy of +/- 6 seconds.
 JV1640
 JV1640.The orthometric height was determined by differential leveling
 JV1640.and adjusted by the National Geodetic Survey in June 1991..
 JV1640
 JV1640.The geoid height was determined by GEOID03.
 JV1640
 JV1640.The dynamic height is computed by dividing the NAVD 88
 JV1640.geopotential number by the normal gravity value computed on the
 JV1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1640.degrees latitude (g = 980.6199 gals.).
 JV1640
 JV1640.The modeled gravity was interpolated from observed gravity values.
 JV1640
 JV1640;                    North         East    Units  Estimated Accuracy
 JV1640;SPC PA S     -    48,840.      679,140.      MT  (+/- 180 meters Scaled)
 JV1640
 JV1640                          SUPERSEDED SURVEY CONTROL
 JV1640
 JV1640  NGVD 29 (??/??/??)  197.841  (m)          649.08   (f) ADJUSTED    2 0
 JV1640
 JV1640.Superseded values are not recommended for survey control.
 JV1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1640.See file dsdata.txt to determine how the superseded data were derived.
 JV1640
 JV1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK435037(NAD 83)
 JV1640_MARKER: DD = SURVEY DISK
 JV1640_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1640_SP_SET: BRIDGE
 JV1640_STAMPING: 649 P A
 JV1640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1640
 JV1640  HISTORY     - Date     Condition        Report By
 JV1640  HISTORY     - UNK      MONUMENTED       USGS
 JV1640  HISTORY     - 1942     GOOD             CGS
 JV1640  HISTORY     - 20030121 GOOD             PADT
 JV1640
 JV1640                          STATION DESCRIPTION
 JV1640
 JV1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1640'AT BRODBECK.
 JV1640'AT BRODBECK, YORK COUNTY, ON THE WESTERN MARYLAND RAILWAY, 125
 JV1640'FEET SOUTH OF THE SOUTH CORNER OF THE STATION, AT A BRIDGE, IN
 JV1640'THE TOP OF THE WEST END OF THE NORTH ABUTMENT, AND 4 FEET WEST
 JV1640'OF THE WEST RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 JV1640'DISK, STAMPED 649 P A.
 JV1640
 JV1640                          STATION RECOVERY (2003)
 JV1640
 JV1640'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (EAA)
 JV1640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0307 ***********************************************************************
 KX0307  DESIGNATION -  65
 KX0307  PID         -  KX0307
 KX0307  STATE/COUNTY-  PA/BLAIR
 KX0307  USGS QUAD   -  ROARING SPRING (1987)
 KX0307
 KX0307                         *CURRENT SURVEY CONTROL
 KX0307  ___________________________________________________________________
 KX0307* NAD 83(1986)-  40 20 55.     (N)    078 25 51.     (W)     SCALED    
 KX0307* NAVD 88     -       314.104  (meters)    1030.52   (feet)  ADJUSTED  
 KX0307  ___________________________________________________________________
 KX0307  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KX0307  DYNAMIC HT  -         313.935 (meters)    1029.97  (feet)  COMP
 KX0307  MODELED GRAV-     980,076.9   (mgal)                       NAVD 88
 KX0307
 KX0307  VERT ORDER  -  SECOND    CLASS 0
 KX0307
 KX0307.The horizontal coordinates were scaled from a topographic map and have
 KX0307.an estimated accuracy of +/- 6 seconds.
 KX0307
 KX0307.The orthometric height was determined by differential leveling
 KX0307.and adjusted by the National Geodetic Survey in June 1991..
 KX0307
 KX0307.The geoid height was determined by GEOID03.
 KX0307
 KX0307.The dynamic height is computed by dividing the NAVD 88
 KX0307.geopotential number by the normal gravity value computed on the
 KX0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0307.degrees latitude (g = 980.6199 gals.).
 KX0307
 KX0307.The modeled gravity was interpolated from observed gravity values.
 KX0307
 KX0307;                    North         East    Units  Estimated Accuracy
 KX0307;SPC PA S     -   112,950.      542,160.      MT  (+/- 180 meters Scaled)
 KX0307
 KX0307                          SUPERSEDED SURVEY CONTROL
 KX0307
 KX0307  NGVD 29 (??/??/92)  314.257  (m)         1031.02   (f) ADJ UNCH    2 0
 KX0307
 KX0307.Superseded values are not recommended for survey control.
 KX0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0307.See file dsdata.txt to determine how the superseded data were derived.
 KX0307
 KX0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE181696(NAD 83)
 KX0307_MARKER: Q = CHISELED SQUARE
 KX0307_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0307_SP_SET: BRIDGE
 KX0307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0307
 KX0307  HISTORY     - Date     Condition        Report By
 KX0307  HISTORY     - UNK      MONUMENTED       PRR
 KX0307  HISTORY     - 1935     GOOD             NGS
 KX0307
 KX0307                          STATION DESCRIPTION
 KX0307
 KX0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0307'4.1 MI N FROM CLAYSBURG.
 KX0307'4.1 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0307'AT CLAYSBURG, BLAIR COUNTY, AT THE NORTH END OF BRIDGE 16.15,
 KX0307'ON THE TOP OF THE EAST COPING, AND 10 FEET EAST OF THE CENTER
 KX0307'LINE OF THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2158 ***********************************************************************
 KW2158  DESIGNATION -  65 PRR
 KW2158  PID         -  KW2158
 KW2158  STATE/COUNTY-  PA/MIFFLIN
 KW2158  USGS QUAD   -  MC VEYTOWN (1971)
 KW2158
 KW2158                         *CURRENT SURVEY CONTROL
 KW2158  ___________________________________________________________________
 KW2158* NAD 83(1986)-  40 28 49.     (N)    077 43 45.     (W)     SCALED    
 KW2158* NAVD 88     -       155.961  (meters)     511.68   (feet)  ADJUSTED  
 KW2158  ___________________________________________________________________
 KW2158  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KW2158  DYNAMIC HT  -         155.882 (meters)     511.42  (feet)  COMP
 KW2158  MODELED GRAV-     980,118.0   (mgal)                       NAVD 88
 KW2158
 KW2158  VERT ORDER  -  FIRST     CLASS I
 KW2158
 KW2158.The horizontal coordinates were scaled from a topographic map and have
 KW2158.an estimated accuracy of +/- 6 seconds.
 KW2158
 KW2158.The orthometric height was determined by differential leveling
 KW2158.and adjusted by the National Geodetic Survey in June 1991..
 KW2158
 KW2158.The geoid height was determined by GEOID03.
 KW2158
 KW2158.The dynamic height is computed by dividing the NAVD 88
 KW2158.geopotential number by the normal gravity value computed on the
 KW2158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2158.degrees latitude (g = 980.6199 gals.).
 KW2158
 KW2158.The modeled gravity was interpolated from observed gravity values.
 KW2158
 KW2158;                    North         East    Units  Estimated Accuracy
 KW2158;SPC PA S     -   127,350.      601,770.      MT  (+/- 180 meters Scaled)
 KW2158
 KW2158                          SUPERSEDED SURVEY CONTROL
 KW2158
 KW2158  NGVD 29 (??/??/??)  156.169  (m)          512.36   (f) ADJUSTED    1 1
 KW2158
 KW2158.Superseded values are not recommended for survey control.
 KW2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2158.See file dsdata.txt to determine how the superseded data were derived.
 KW2158
 KW2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK686846(NAD 83)
 KW2158_MARKER: B = BOLT
 KW2158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2158_SP_SET: CULVERT
 KW2158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2158
 KW2158  HISTORY     - Date     Condition        Report By
 KW2158  HISTORY     - UNK      MONUMENTED       PRR
 KW2158  HISTORY     - 1966     GOOD             CGS
 KW2158
 KW2158                          STATION DESCRIPTION
 KW2158
 KW2158'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2158'1 MI S FROM MC VEYTOWN.
 KW2158'1.05 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM A CROSSING
 KW2158'OF THE RAILROAD AND A PAVED ROAD AT MC VEYTOWN, 0.4 MILE NORTH
 KW2158'OF MILEPOST 179, 9 FEET WEST OF THE WEST RAIL OF THE WEST SET OF
 KW2158'TRACKS, SET IN THE TOP OF THE NORTHEAST CORNER OF THE WEST HEAD
 KW2158'WALL OF STONE ARCH CULVERT NUMBER 178/66, 66 FEET WEST AND ACROSS
 KW2158'THE TRACKS FROM BENCH MARK U 328, AND ABOUT 2 1/2 FEET BELOW
 KW2158'THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0200 ***********************************************************************
 KY0200  DESIGNATION -  65 RLB
 KY0200  PID         -  KY0200
 KY0200  STATE/COUNTY-  PA/BUTLER
 KY0200  USGS QUAD   -  PORTERSVILLE (1990)
 KY0200
 KY0200                         *CURRENT SURVEY CONTROL
 KY0200  ___________________________________________________________________
 KY0200* NAD 83(1986)-  40 58 48.     (N)    080 07 47.     (W)     SCALED    
 KY0200* NAVD 88     -       370.350  (meters)    1215.06   (feet)  ADJUSTED  
 KY0200  ___________________________________________________________________
 KY0200  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KY0200  DYNAMIC HT  -         370.169 (meters)    1214.46  (feet)  COMP
 KY0200  MODELED GRAV-     980,125.0   (mgal)                       NAVD 88
 KY0200
 KY0200  VERT ORDER  -  SECOND    CLASS 0
 KY0200
 KY0200.The horizontal coordinates were scaled from a topographic map and have
 KY0200.an estimated accuracy of +/- 6 seconds.
 KY0200
 KY0200.The orthometric height was determined by differential leveling
 KY0200.and adjusted by the National Geodetic Survey in June 1991..
 KY0200
 KY0200.The geoid height was determined by GEOID03.
 KY0200
 KY0200.The dynamic height is computed by dividing the NAVD 88
 KY0200.geopotential number by the normal gravity value computed on the
 KY0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0200.degrees latitude (g = 980.6199 gals.).
 KY0200
 KY0200.The modeled gravity was interpolated from observed gravity values.
 KY0200
 KY0200;                    North         East    Units  Estimated Accuracy
 KY0200;SPC PA S     -   185,540.      399,750.      MT  (+/- 180 meters Scaled)
 KY0200
 KY0200                          SUPERSEDED SURVEY CONTROL
 KY0200
 KY0200  NGVD 29 (??/??/92)  370.480  (m)         1215.48   (f) ADJ UNCH    2 0
 KY0200
 KY0200.Superseded values are not recommended for survey control.
 KY0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0200.See file dsdata.txt to determine how the superseded data were derived.
 KY0200
 KY0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF732369(NAD 83)
 KY0200_MARKER: DD = SURVEY DISK
 KY0200_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0200_SP_SET: BRIDGE
 KY0200_STAMPING: 65 RLB 1958
 KY0200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0200
 KY0200  HISTORY     - Date     Condition        Report By
 KY0200  HISTORY     - 1958     MONUMENTED       USGS
 KY0200  HISTORY     - 1960     GOOD             NGS
 KY0200  HISTORY     - 19990615 POOR             PADT
 KY0200
 KY0200                          STATION DESCRIPTION
 KY0200
 KY0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0200'4.2 MI N FROM PORTERSVILLE.
 KY0200'ABOUT 4.15 MILE NORTH ALONG STATE HY. 488 FROM THE JUNCTION OF
 KY0200'STATE HY. 488 AND U.S. HY. 19 IN PORTERSVILLE, 13 FEET EAST OF
 KY0200'THE CENTERLINE OF STATE HY. 488, 39 FEET SOUTH EAST OF POWER
 KY0200'POLE NO. TT J 140, 70 FEET SOUTH OF MAPLE TREE, 139 FEET SOUTH
 KY0200'WEST OF CORNER OF A TWO-STORY BUILDING, STANDARD BENCH MARK
 KY0200'DISK DRILLED IN HORIZONTAL IN BRIDGE OVER CREEK.  NOTE-- ALSO
 KY0200'ABOUT 1.45 MILE NORTH OF U.S. HY. 422.
 KY0200
 KY0200                          STATION RECOVERY (1999)
 KY0200
 KY0200'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (AMG)
 KY0200'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0372 ***********************************************************************
 KX0372  DESIGNATION -  65 USGS
 KX0372  PID         -  KX0372
 KX0372  STATE/COUNTY-  PA/BLAIR
 KX0372  USGS QUAD   -  HOLLIDAYSBURG (1981)
 KX0372
 KX0372                         *CURRENT SURVEY CONTROL
 KX0372  ___________________________________________________________________
 KX0372* NAD 83(1986)-  40 25 28.     (N)    078 25 48.     (W)     SCALED    
 KX0372* NAVD 88     -       309.122  (meters)    1014.18   (feet)  ADJUSTED  
 KX0372  ___________________________________________________________________
 KX0372  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KX0372  DYNAMIC HT  -         308.959 (meters)    1013.64  (feet)  COMP
 KX0372  MODELED GRAV-     980,089.3   (mgal)                       NAVD 88
 KX0372
 KX0372  VERT ORDER  -  SECOND    CLASS 0
 KX0372
 KX0372.The horizontal coordinates were scaled from a topographic map and have
 KX0372.an estimated accuracy of +/- 6 seconds.
 KX0372
 KX0372.The orthometric height was determined by differential leveling
 KX0372.and adjusted by the National Geodetic Survey in June 1991..
 KX0372
 KX0372.The geoid height was determined by GEOID03.
 KX0372
 KX0372.The dynamic height is computed by dividing the NAVD 88
 KX0372.geopotential number by the normal gravity value computed on the
 KX0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0372.degrees latitude (g = 980.6199 gals.).
 KX0372
 KX0372.The modeled gravity was interpolated from observed gravity values.
 KX0372
 KX0372;                    North         East    Units  Estimated Accuracy
 KX0372;SPC PA S     -   121,370.      542,300.      MT  (+/- 180 meters Scaled)
 KX0372
 KX0372                          SUPERSEDED SURVEY CONTROL
 KX0372
 KX0372  NGVD 29 (??/??/92)  309.29   (m)         1014.7    (f) COMPUTED    2 0
 KX0372
 KX0372.Superseded values are not recommended for survey control.
 KX0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0372.See file dsdata.txt to determine how the superseded data were derived.
 KX0372
 KX0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE180780(NAD 83)
 KX0372_MARKER: DD = SURVEY DISK
 KX0372_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0372_SP_SET: BRIDGE
 KX0372_STAMPING: 65 USGS WHC 1962
 KX0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0372
 KX0372  HISTORY     - Date     Condition        Report By
 KX0372  HISTORY     - 1962     MONUMENTED       USGS
 KX0372  HISTORY     - 1967     GOOD             NGS
 KX0372
 KX0372                          STATION DESCRIPTION
 KX0372
 KX0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0372'0.3 MI E FROM DUNCANSVILLE.
 KX0372'0.3 MILE EAST ALONG U.S. HIGHWAY 22 AND 220 FROM THE POST
 KX0372'OFFICE IN DUNCANSVILLE, 29 FEET NORTH OF THE CENTERLINE OF
 KX0372'HIGHWAY, SET IN THE TOP OF THE NORTHEAST WINGWALL OF A BRIDGE
 KX0372'AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3249 ***********************************************************************
 JV3249  DESIGNATION -  65.04 PRR
 JV3249  PID         -  JV3249
 JV3249  STATE/COUNTY-  PA/FRANKLIN
 JV3249  USGS QUAD   -  GREENCASTLE (1990)
 JV3249
 JV3249                         *CURRENT SURVEY CONTROL
 JV3249  ___________________________________________________________________
 JV3249* NAD 83(1986)-  39 45 59.     (N)    077 44 27.     (W)     SCALED    
 JV3249* NAVD 88     -       169.731  (meters)     556.86   (feet)  POSTED    
 JV3249  ___________________________________________________________________
 JV3249  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 JV3249  DYNAMIC HT  -         169.630 (meters)     556.53  (feet)  COMP
 JV3249  MODELED GRAV-     980,043.5   (mgal)                       NAVD 88
 JV3249
 JV3249  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JV3249
 JV3249.The horizontal coordinates were scaled from a topographic map and have
 JV3249.an estimated accuracy of +/- 6 seconds.
 JV3249
 JV3249.The orthometric height was determined by differential leveling
 JV3249.and adjusted by the National Geodetic Survey in 1992..
 JV3249.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JV3249.rate of 0.0 thru 1.0 mm/km.
 JV3249
 JV3249.The geoid height was determined by GEOID03.
 JV3249
 JV3249.The dynamic height is computed by dividing the NAVD 88
 JV3249.geopotential number by the normal gravity value computed on the
 JV3249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3249.degrees latitude (g = 980.6199 gals.).
 JV3249
 JV3249.The modeled gravity was interpolated from observed gravity values.
 JV3249
 JV3249;                    North         East    Units  Estimated Accuracy
 JV3249;SPC PA S     -    48,090.      600,790.      MT  (+/- 180 meters Scaled)
 JV3249
 JV3249                          SUPERSEDED SURVEY CONTROL
 JV3249
 JV3249  NGVD 29 (??/??/??)  169.925  (m)          557.50   (f) ADJUSTED    1 2
 JV3249
 JV3249.Superseded values are not recommended for survey control.
 JV3249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3249.See file dsdata.txt to determine how the superseded data were derived.
 JV3249
 JV3249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK652054(NAD 83)
 JV3249_MARKER: S = SPIKE
 JV3249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV3249_SP_SET: CULVERT
 JV3249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV3249
 JV3249  HISTORY     - Date     Condition        Report By
 JV3249  HISTORY     - UNK      MONUMENTED       PRR
 JV3249  HISTORY     - 1934     GOOD             CGS
 JV3249
 JV3249                          STATION DESCRIPTION
 JV3249
 JV3249'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JV3249'3.2 MI N FROM MASON-DIXON.
 JV3249'3.2 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JV3249'AT MASON-DIXON, FRANKLIN COUNTY, AT CULVERT 65.04, AND IN THE
 JV3249'CENTER OF THE TOP OF THE CONCRETE HEADWALL.  A RAILROAD SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1246 ***********************************************************************
 LZ1246  DESIGNATION -  652.1
 LZ1246  PID         -  LZ1246
 LZ1246  STATE/COUNTY-  PA/CLINTON
 LZ1246  USGS QUAD   -  RENOVO EAST (1986)
 LZ1246
 LZ1246                         *CURRENT SURVEY CONTROL
 LZ1246  ___________________________________________________________________
 LZ1246* NAD 83(1986)-  41 20 27.     (N)    077 40 16.     (W)     SCALED    
 LZ1246* NAVD 88     -       198.654  (meters)     651.75   (feet)  ADJUSTED  
 LZ1246  ___________________________________________________________________
 LZ1246  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 LZ1246  DYNAMIC HT  -         198.566 (meters)     651.46  (feet)  COMP
 LZ1246  MODELED GRAV-     980,176.1   (mgal)                       NAVD 88
 LZ1246
 LZ1246  VERT ORDER  -  SECOND    CLASS 0
 LZ1246
 LZ1246.The horizontal coordinates were scaled from a topographic map and have
 LZ1246.an estimated accuracy of +/- 6 seconds.
 LZ1246
 LZ1246.The orthometric height was determined by differential leveling
 LZ1246.and adjusted by the National Geodetic Survey in June 1991..
 LZ1246
 LZ1246.The geoid height was determined by GEOID03.
 LZ1246
 LZ1246.The dynamic height is computed by dividing the NAVD 88
 LZ1246.geopotential number by the normal gravity value computed on the
 LZ1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1246.degrees latitude (g = 980.6199 gals.).
 LZ1246
 LZ1246.The modeled gravity was interpolated from observed gravity values.
 LZ1246
 LZ1246;                    North         East    Units  Estimated Accuracy
 LZ1246;SPC PA N     -   130,400.      606,600.      MT  (+/- 180 meters Scaled)
 LZ1246
 LZ1246                          SUPERSEDED SURVEY CONTROL
 LZ1246
 LZ1246  NGVD 29 (??/??/92)  198.841  (m)          652.36   (f) ADJ UNCH    2 0
 LZ1246
 LZ1246.Superseded values are not recommended for survey control.
 LZ1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1246.See file dsdata.txt to determine how the superseded data were derived.
 LZ1246
 LZ1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL765800(NAD 83)
 LZ1246_MARKER: Q = CHISELED SQUARE
 LZ1246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1246_SP_SET: SEMAPHORE FOUNDATION
 LZ1246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1246
 LZ1246  HISTORY     - Date     Condition        Report By
 LZ1246  HISTORY     - UNK      MONUMENTED       USGS
 LZ1246  HISTORY     - 1934     GOOD             NGS
 LZ1246
 LZ1246                          STATION DESCRIPTION
 LZ1246
 LZ1246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1246'5.1 MI E FROM RENOVO.
 LZ1246'ABOUT 5.1 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM RENOVO,
 LZ1246'CLINTON COUNTY, ABOUT 1.9 MILES EAST OF NORTH BEND, ABOUT 1,500
 LZ1246'FEET EAST OF MILEPOST 200, AT MILEAGE 200.3, AT AN ABANDONED
 LZ1246'SEMAPHORE SIGNAL, ON THE TOP OF THE NORTHWEST CORNER OF THE
 LZ1246'CONCRETE FOUNDATION, 9 FEET SOUTH OF THE CENTER LINE OF THE
 LZ1246'EAST-BOUND TRACK, AND ABOUT 1-1/4 FEET LOWER THAN THE TOP OF THE
 LZ1246'RAIL.  A CHISELED SQUARE, MARKED U.S.G.S. 652.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0294 ***********************************************************************
 LZ0294  DESIGNATION -  652.2
 LZ0294  PID         -  LZ0294
 LZ0294  STATE/COUNTY-  PA/COLUMBIA
 LZ0294  USGS QUAD   -  MILLVILLE (1983)
 LZ0294
 LZ0294                         *CURRENT SURVEY CONTROL
 LZ0294  ___________________________________________________________________
 LZ0294* NAD 83(1986)-  41 05 47.     (N)    076 31 04.     (W)     SCALED    
 LZ0294* NAVD 88     -       199.120  (meters)     653.28   (feet)  ADJUSTED  
 LZ0294  ___________________________________________________________________
 LZ0294  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 LZ0294  DYNAMIC HT  -         199.037 (meters)     653.01  (feet)  COMP
 LZ0294  MODELED GRAV-     980,205.6   (mgal)                       NAVD 88
 LZ0294
 LZ0294  VERT ORDER  -  SECOND    CLASS 0
 LZ0294
 LZ0294.The horizontal coordinates were scaled from a topographic map and have
 LZ0294.an estimated accuracy of +/- 6 seconds.
 LZ0294
 LZ0294.The orthometric height was determined by differential leveling
 LZ0294.and adjusted by the National Geodetic Survey in June 1991..
 LZ0294
 LZ0294.The geoid height was determined by GEOID03.
 LZ0294
 LZ0294.The dynamic height is computed by dividing the NAVD 88
 LZ0294.geopotential number by the normal gravity value computed on the
 LZ0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0294.degrees latitude (g = 980.6199 gals.).
 LZ0294
 LZ0294.The modeled gravity was interpolated from observed gravity values.
 LZ0294
 LZ0294;                    North         East    Units  Estimated Accuracy
 LZ0294;SPC PA N     -   103,990.      703,520.      MT  (+/- 180 meters Scaled)
 LZ0294
 LZ0294                          SUPERSEDED SURVEY CONTROL
 LZ0294
 LZ0294  NGVD 29 (??/??/92)  199.341  (m)          654.00   (f) ADJ UNCH    2 0
 LZ0294
 LZ0294.Superseded values are not recommended for survey control.
 LZ0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0294.See file dsdata.txt to determine how the superseded data were derived.
 LZ0294
 LZ0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL725505(NAD 83)
 LZ0294_MARKER: Z = SEE DESCRIPTION
 LZ0294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0294_SP_SET: WATER TROUGH
 LZ0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0294
 LZ0294  HISTORY     - Date     Condition        Report By
 LZ0294  HISTORY     - UNK      MONUMENTED       USGS
 LZ0294  HISTORY     - 1934     GOOD             NGS
 LZ0294
 LZ0294                          STATION DESCRIPTION
 LZ0294
 LZ0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0294'0.5 MI W FROM EYERS GROVE.
 LZ0294'ABOUT 0.5 MILE WEST ALONG STATE HIGHWAY 42 FROM EYERS GROVE,
 LZ0294'COLUMBIA COUNTY, AT HIGHWAY STATION 418+00, ON THE SUMMIT OF A
 LZ0294'HILL, ON THE SOUTHEAST CORNER OF A CONCRETE WATER TROUGH, 20
 LZ0294'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 LZ0294'HIGHER THAN THE HIGHWAY.  A PAINTED SQUARE, MARKED BY THE
 LZ0294'PAINTED NUMBER U.S. 652.2 BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3961 ***********************************************************************
 JV3961  DESIGNATION -  654.15 PADH
 JV3961  PID         -  JV3961
 JV3961  STATE/COUNTY-  PA/FRANKLIN
 JV3961  USGS QUAD   -  GREENCASTLE (1990)
 JV3961
 JV3961                         *CURRENT SURVEY CONTROL
 JV3961  ___________________________________________________________________
 JV3961* NAD 83(1986)-  39 48 58.     (N)    077 42 11.     (W)     SCALED    
 JV3961* NAVD 88     -       199.202  (meters)     653.55   (feet)  ADJUSTED  
 JV3961  ___________________________________________________________________
 JV3961  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 JV3961  DYNAMIC HT  -         199.087 (meters)     653.17  (feet)  COMP
 JV3961  MODELED GRAV-     980,045.0   (mgal)                       NAVD 88
 JV3961
 JV3961  VERT ORDER  -  FIRST     CLASS II
 JV3961
 JV3961.The horizontal coordinates were scaled from a topographic map and have
 JV3961.an estimated accuracy of +/- 6 seconds.
 JV3961
 JV3961.The orthometric height was determined by differential leveling
 JV3961.and adjusted by the National Geodetic Survey in June 1991..
 JV3961
 JV3961.The geoid height was determined by GEOID03.
 JV3961
 JV3961.The dynamic height is computed by dividing the NAVD 88
 JV3961.geopotential number by the normal gravity value computed on the
 JV3961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3961.degrees latitude (g = 980.6199 gals.).
 JV3961
 JV3961.The modeled gravity was interpolated from observed gravity values.
 JV3961
 JV3961;                    North         East    Units  Estimated Accuracy
 JV3961;SPC PA S     -    53,610.      604,020.      MT  (+/- 180 meters Scaled)
 JV3961
 JV3961                          SUPERSEDED SURVEY CONTROL
 JV3961
 JV3961.No superseded survey control is available for this station.
 JV3961
 JV3961_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK686108(NAD 83)
 JV3961_MARKER: DD = SURVEY DISK
 JV3961_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JV3961_SP_SET: ABUTMENT
 JV3961_STAMPING: 1963 654.15
 JV3961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3961
 JV3961  HISTORY     - Date     Condition        Report By
 JV3961  HISTORY     - 1963     MONUMENTED       PADH
 JV3961  HISTORY     - 1979     GOOD             NGS
 JV3961
 JV3961                          STATION DESCRIPTION
 JV3961
 JV3961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JV3961'2.8 MI NE FROM GREENCASTLE.
 JV3961'0.3 MILE EAST ALONG ANTRIM CHURCH ROAD FROM THE JUNCTION OF ANTRIM
 JV3961'CHURCH ROAD AND BROWN MILLS ROAD TO THE MARK ON THE RIGHT, SET IN THE
 JV3961'SOUTHWEST ABUTMENT OF THE OVERPASS OVER INTERSTATE HIGHWAY 81, 16
 JV3961'FEET WEST OF THE CENTER LINE OF THE ROAD, AND 1 FOOT EAST OF THE
 JV3961'SOUTHWEST CORNER.
 JV3961'THE MARK IS 1 FT ABOVE ANTRIM CHURCH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1078 ***********************************************************************
 LZ1078  DESIGNATION -  655.0
 LZ1078  PID         -  LZ1078
 LZ1078  STATE/COUNTY-  PA/LYCOMING
 LZ1078  USGS QUAD   -  JERSEY MILLS (1983)
 LZ1078
 LZ1078                         *CURRENT SURVEY CONTROL
 LZ1078  ___________________________________________________________________
 LZ1078* NAD 83(1986)-  41 21 38.     (N)    077 24 42.     (W)     SCALED    
 LZ1078* NAVD 88     -       199.542  (meters)     654.66   (feet)  ADJUSTED  
 LZ1078  ___________________________________________________________________
 LZ1078  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 LZ1078  DYNAMIC HT  -         199.455 (meters)     654.38  (feet)  COMP
 LZ1078  MODELED GRAV-     980,184.6   (mgal)                       NAVD 88
 LZ1078
 LZ1078  VERT ORDER  -  SECOND    CLASS 0
 LZ1078
 LZ1078.The horizontal coordinates were scaled from a topographic map and have
 LZ1078.an estimated accuracy of +/- 6 seconds.
 LZ1078
 LZ1078.The orthometric height was determined by differential leveling
 LZ1078.and adjusted by the National Geodetic Survey in June 1991..
 LZ1078
 LZ1078.The geoid height was determined by GEOID03.
 LZ1078
 LZ1078.The dynamic height is computed by dividing the NAVD 88
 LZ1078.geopotential number by the normal gravity value computed on the
 LZ1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1078.degrees latitude (g = 980.6199 gals.).
 LZ1078
 LZ1078.The modeled gravity was interpolated from observed gravity values.
 LZ1078
 LZ1078;                    North         East    Units  Estimated Accuracy
 LZ1078;SPC PA N     -   132,640.      628,310.      MT  (+/- 180 meters Scaled)
 LZ1078
 LZ1078                          SUPERSEDED SURVEY CONTROL
 LZ1078
 LZ1078  NGVD 29 (??/??/92)  199.732  (m)          655.29   (f) ADJ UNCH    2 0
 LZ1078
 LZ1078.Superseded values are not recommended for survey control.
 LZ1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1078.See file dsdata.txt to determine how the superseded data were derived.
 LZ1078
 LZ1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL982815(NAD 83)
 LZ1078_MARKER: Q = CHISELED SQUARE
 LZ1078_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1078_SP_SET: BRIDGE SEAT
 LZ1078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1078
 LZ1078  HISTORY     - Date     Condition        Report By
 LZ1078  HISTORY     - UNK      MONUMENTED       USGS
 LZ1078  HISTORY     - 1934     GOOD             NGS
 LZ1078
 LZ1078                          STATION DESCRIPTION
 LZ1078
 LZ1078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1078'AT JERSEY MILLS.
 LZ1078'AT JERSEY MILLS, LYCOMING COUNTY, ON THE NEW YORK CENTRAL
 LZ1078'RAILROAD, ABOUT 200 FEET SOUTH OF THE STATION, ABOUT 40 FEET WEST
 LZ1078'OF THE CROSSING OF STATE HIGHWAY 893, AND ON THE TOP OF
 LZ1078'THE NORTHWEST CORNER OF THE WEST END OF THE SOUTH BRIDGE
 LZ1078'SEAT OF A CONCRETE BRIDGE.  A CHISELED SQUARE, MARKED BY THE
 LZ1078'PAINTED LETTERS B M 655.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1133 ***********************************************************************
 LY1133  DESIGNATION -  659.20
 LY1133  PID         -  LY1133
 LY1133  STATE/COUNTY-  PA/MONROE
 LY1133  USGS QUAD   -  EAST STROUDSBURG (1993)
 LY1133
 LY1133                         *CURRENT SURVEY CONTROL
 LY1133  ___________________________________________________________________
 LY1133* NAD 83(1986)-  41 04 24.     (N)    075 13 33.     (W)     SCALED    
 LY1133* NAVD 88     -       200.676  (meters)     658.38   (feet)  ADJUSTED  
 LY1133  ___________________________________________________________________
 LY1133  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 LY1133  DYNAMIC HT  -         200.586 (meters)     658.09  (feet)  COMP
 LY1133  MODELED GRAV-     980,170.6   (mgal)                       NAVD 88
 LY1133
 LY1133  VERT ORDER  -  SECOND    CLASS 0
 LY1133
 LY1133.The horizontal coordinates were scaled from a topographic map and have
 LY1133.an estimated accuracy of +/- 6 seconds.
 LY1133
 LY1133.The orthometric height was determined by differential leveling
 LY1133.and adjusted by the National Geodetic Survey in June 1991..
 LY1133
 LY1133.The geoid height was determined by GEOID03.
 LY1133
 LY1133.The dynamic height is computed by dividing the NAVD 88
 LY1133.geopotential number by the normal gravity value computed on the
 LY1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1133.degrees latitude (g = 980.6199 gals.).
 LY1133
 LY1133.The modeled gravity was interpolated from observed gravity values.
 LY1133
 LY1133;                    North         East    Units  Estimated Accuracy
 LY1133;SPC PA N     -   103,780.      812,100.      MT  (+/- 180 meters Scaled)
 LY1133
 LY1133                          SUPERSEDED SURVEY CONTROL
 LY1133
 LY1133  NGVD 29 (??/??/92)  200.849  (m)          658.95   (f) ADJ UNCH    2 0
 LY1133
 LY1133.Superseded values are not recommended for survey control.
 LY1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1133.See file dsdata.txt to determine how the superseded data were derived.
 LY1133
 LY1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL810469(NAD 83)
 LY1133_MARKER: B = BOLT
 LY1133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1133_SP_SET: TOWER BASE
 LY1133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1133
 LY1133  HISTORY     - Date     Condition        Report By
 LY1133  HISTORY     - UNK      MONUMENTED       USGS
 LY1133  HISTORY     - 1956     GOOD             NGS
 LY1133
 LY1133                          STATION DESCRIPTION
 LY1133
 LY1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LY1133'1.6 MI SE FROM HENRYVILLE.
 LY1133'1.6 MILES SOUTHEAST ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 LY1133'RAILROAD FROM THE ROAD CROSSING AT HENRYVILLE, ON TOP AND AT
 LY1133'THE WEST SIDE OF THE SOUTH ONE OF TWO CONCRETE BASE SUPPORTING
 LY1133'OVERHEAD SIGNAL TOWER NO. 87.5, 18.3 FEET EAST OF THE EAST RAIL,
 LY1133'1.1 FOOT NORTH OF THE SOUTH SIDE OF THE BASE AND 1-FOOT BELOW THE
 LY1133'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1249 ***********************************************************************
 LZ1249  DESIGNATION -  659.9
 LZ1249  PID         -  LZ1249
 LZ1249  STATE/COUNTY-  PA/CLINTON
 LZ1249  USGS QUAD   -  RENOVO EAST (1986)
 LZ1249
 LZ1249                         *CURRENT SURVEY CONTROL
 LZ1249  ___________________________________________________________________
 LZ1249* NAD 83(1986)-  41 19 50.     (N)    077 43 43.     (W)     SCALED    
 LZ1249* NAVD 88     -       201.022  (meters)     659.52   (feet)  ADJUSTED  
 LZ1249  ___________________________________________________________________
 LZ1249  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 LZ1249  DYNAMIC HT  -         200.934 (meters)     659.23  (feet)  COMP
 LZ1249  MODELED GRAV-     980,183.2   (mgal)                       NAVD 88
 LZ1249
 LZ1249  VERT ORDER  -  SECOND    CLASS 0
 LZ1249
 LZ1249.The horizontal coordinates were scaled from a topographic map and have
 LZ1249.an estimated accuracy of +/- 6 seconds.
 LZ1249
 LZ1249.The orthometric height was determined by differential leveling
 LZ1249.and adjusted by the National Geodetic Survey in June 1991..
 LZ1249
 LZ1249.The geoid height was determined by GEOID03.
 LZ1249
 LZ1249.The dynamic height is computed by dividing the NAVD 88
 LZ1249.geopotential number by the normal gravity value computed on the
 LZ1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1249.degrees latitude (g = 980.6199 gals.).
 LZ1249
 LZ1249.The modeled gravity was interpolated from observed gravity values.
 LZ1249
 LZ1249;                    North         East    Units  Estimated Accuracy
 LZ1249;SPC PA N     -   129,250.      601,790.      MT  (+/- 180 meters Scaled)
 LZ1249
 LZ1249                          SUPERSEDED SURVEY CONTROL
 LZ1249
 LZ1249  NGVD 29 (??/??/92)  201.209  (m)          660.13   (f) ADJ UNCH    2 0
 LZ1249
 LZ1249.Superseded values are not recommended for survey control.
 LZ1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1249.See file dsdata.txt to determine how the superseded data were derived.
 LZ1249
 LZ1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL716790(NAD 83)
 LZ1249_MARKER: Q = CHISELED SQUARE
 LZ1249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1249_SP_SET: STONE COPING
 LZ1249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1249
 LZ1249  HISTORY     - Date     Condition        Report By
 LZ1249  HISTORY     - UNK      MONUMENTED       USGS
 LZ1249  HISTORY     - 1934     GOOD             NGS
 LZ1249  HISTORY     - 1973     MARK NOT FOUND   USGS
 LZ1249
 LZ1249                          STATION DESCRIPTION
 LZ1249
 LZ1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1249'1.6 MI E FROM RENOVO.
 LZ1249'ABOUT 1.6 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM
 LZ1249'RENOVO, CLINTON COUNTY, ABOUT 1,120 FEET WEST OF MILEPOST
 LZ1249'197, AT MILEAGE 196.80, ABOUT 3,300 FEET EAST OF THE U.S. HIGHWAY
 LZ1249'120 BRIDGE OVER THE RENOVO RAILROAD YARDS, 40 FEET SOUTH OF A
 LZ1249'U.S. HIGHWAY 120 BRIDGE, AT THE 36-FOOT STONE ARCH RAILROAD
 LZ1249'CULVERT OVER PADDYS RUN, ON THE TOP OF THE WEST END OF THE NORTH
 LZ1249'STONE COPING, 7 FEET NORTH OF THE CENTER LINE OF THE WEST-BOUND
 LZ1249'TRACK, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A
 LZ1249'CHISELED SQUARE, MARKED BY THE CHISELED LETTERS U.S. 659.9.
 LZ1249
 LZ1249                          STATION RECOVERY (1973)
 LZ1249
 LZ1249'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LZ1249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1498 ***********************************************************************
 MA1498  DESIGNATION -  66
 MA1498  PID         -  MA1498
 MA1498  STATE/COUNTY-  PA/ERIE
 MA1498  USGS QUAD   -  CORRY (1993)
 MA1498
 MA1498                         *CURRENT SURVEY CONTROL
 MA1498  ___________________________________________________________________
 MA1498* NAD 83(1986)-  41 55 00.     (N)    079 39 35.     (W)     SCALED    
 MA1498* NAVD 88     -       430.370  (meters)    1411.97   (feet)  ADJUSTED  
 MA1498  ___________________________________________________________________
 MA1498  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MA1498  DYNAMIC HT  -         430.192 (meters)    1411.39  (feet)  COMP
 MA1498  MODELED GRAV-     980,194.5   (mgal)                       NAVD 88
 MA1498
 MA1498  VERT ORDER  -  SECOND    CLASS 0
 MA1498
 MA1498.The horizontal coordinates were scaled from a topographic map and have
 MA1498.an estimated accuracy of +/- 6 seconds.
 MA1498
 MA1498.The orthometric height was determined by differential leveling
 MA1498.and adjusted by the National Geodetic Survey in June 1991..
 MA1498
 MA1498.The geoid height was determined by GEOID03.
 MA1498
 MA1498.The dynamic height is computed by dividing the NAVD 88
 MA1498.geopotential number by the normal gravity value computed on the
 MA1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1498.degrees latitude (g = 980.6199 gals.).
 MA1498
 MA1498.The modeled gravity was interpolated from observed gravity values.
 MA1498
 MA1498;                    North         East    Units  Estimated Accuracy
 MA1498;SPC PA N     -   196,100.      441,590.      MT  (+/- 180 meters Scaled)
 MA1498
 MA1498                          SUPERSEDED SURVEY CONTROL
 MA1498
 MA1498  NGVD 29 (??/??/92)  430.52   (m)         1412.5    (f) COMPUTED    2 0
 MA1498
 MA1498.Superseded values are not recommended for survey control.
 MA1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1498.See file dsdata.txt to determine how the superseded data were derived.
 MA1498
 MA1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG111413(NAD 83)
 MA1498_MARKER: B = BOLT
 MA1498_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1498_SP_SET: BRIDGE
 MA1498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1498
 MA1498  HISTORY     - Date     Condition        Report By
 MA1498  HISTORY     - UNK      MONUMENTED       PRR
 MA1498  HISTORY     - 1941     GOOD             NGS
 MA1498
 MA1498                          STATION DESCRIPTION
 MA1498
 MA1498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MA1498'1 MI W FROM CORRY.
 MA1498'1.0 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA1498'AT CORRY, ERIE COUNTY, ABOUT 135 FEET WEST OF MILEPOST 252, AT
 MA1498'AN ARCH BRIDGE (20-FOOT SPAN) OVER A STREAM, IN THE TOP OF THE
 MA1498'NORTHWEST WING WALL AT THE NORTHWEST END, 23 FEET NORTH OF THE
 MA1498'NORTH RAIL OF THE TRACK, AND ABOUT 8 FEET LOWER THAN THE TOP
 MA1498'OF THE TRACK.  A COPPER BOLT, NEAR THE LETTERS B.M. 66.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0306 ***********************************************************************
 KX0306  DESIGNATION -  66
 KX0306  PID         -  KX0306
 KX0306  STATE/COUNTY-  PA/BLAIR
 KX0306  USGS QUAD   -  ROARING SPRING (1987)
 KX0306
 KX0306                         *CURRENT SURVEY CONTROL
 KX0306  ___________________________________________________________________
 KX0306* NAD 83(1986)-  40 21 01.     (N)    078 25 50.     (W)     SCALED    
 KX0306* NAVD 88     -       312.928  (meters)    1026.66   (feet)  ADJUSTED  
 KX0306  ___________________________________________________________________
 KX0306  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KX0306  DYNAMIC HT  -         312.759 (meters)    1026.11  (feet)  COMP
 KX0306  MODELED GRAV-     980,077.2   (mgal)                       NAVD 88
 KX0306
 KX0306  VERT ORDER  -  SECOND    CLASS 0
 KX0306
 KX0306.The horizontal coordinates were scaled from a topographic map and have
 KX0306.an estimated accuracy of +/- 6 seconds.
 KX0306
 KX0306.The orthometric height was determined by differential leveling
 KX0306.and adjusted by the National Geodetic Survey in June 1991..
 KX0306
 KX0306.The geoid height was determined by GEOID03.
 KX0306
 KX0306.The dynamic height is computed by dividing the NAVD 88
 KX0306.geopotential number by the normal gravity value computed on the
 KX0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0306.degrees latitude (g = 980.6199 gals.).
 KX0306
 KX0306.The modeled gravity was interpolated from observed gravity values.
 KX0306
 KX0306;                    North         East    Units  Estimated Accuracy
 KX0306;SPC PA S     -   113,140.      542,190.      MT  (+/- 180 meters Scaled)
 KX0306
 KX0306                          SUPERSEDED SURVEY CONTROL
 KX0306
 KX0306  NGVD 29 (??/??/92)  313.081  (m)         1027.17   (f) ADJ UNCH    2 0
 KX0306
 KX0306.Superseded values are not recommended for survey control.
 KX0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0306.See file dsdata.txt to determine how the superseded data were derived.
 KX0306
 KX0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE182698(NAD 83)
 KX0306_MARKER: B = BOLT
 KX0306_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0306_SP_SET: BRIDGE
 KX0306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0306
 KX0306  HISTORY     - Date     Condition        Report By
 KX0306  HISTORY     - UNK      MONUMENTED       PRR
 KX0306  HISTORY     - 1935     GOOD             NGS
 KX0306
 KX0306                          STATION DESCRIPTION
 KX0306
 KX0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0306'4.2 MI N FROM CLAYSBURG.
 KX0306'4.2 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0306'AT CLAYSBURG, BLAIR COUNTY, AT THE SOUTH END OF BRIDGE 15.98,
 KX0306'IN THE TOP OF THE WEST COPING, AND 9 FEET WEST OF THE CENTER
 KX0306'LINE OF THE TRACK.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1486 ***********************************************************************
 KX1486  DESIGNATION -  66
 KX1486  PID         -  KX1486
 KX1486  STATE/COUNTY-  PA/ALLEGHENY
 KX1486  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1486
 KX1486                         *CURRENT SURVEY CONTROL
 KX1486  ___________________________________________________________________
 KX1486* NAD 83(1986)-  40 27 23.     (N)    079 56 00.     (W)     SCALED    
 KX1486* NAVD 88     -       273.035  (meters)     895.78   (feet)  ADJUSTED  
 KX1486  ___________________________________________________________________
 KX1486  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KX1486  DYNAMIC HT  -         272.895 (meters)     895.32  (feet)  COMP
 KX1486  MODELED GRAV-     980,105.8   (mgal)                       NAVD 88
 KX1486
 KX1486  VERT ORDER  -  FIRST     CLASS II
 KX1486
 KX1486.The horizontal coordinates were scaled from a topographic map and have
 KX1486.an estimated accuracy of +/- 6 seconds.
 KX1486
 KX1486.The orthometric height was determined by differential leveling
 KX1486.and adjusted by the National Geodetic Survey in June 1991..
 KX1486
 KX1486.The geoid height was determined by GEOID03.
 KX1486
 KX1486.The dynamic height is computed by dividing the NAVD 88
 KX1486.geopotential number by the normal gravity value computed on the
 KX1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1486.degrees latitude (g = 980.6199 gals.).
 KX1486
 KX1486.The modeled gravity was interpolated from observed gravity values.
 KX1486
 KX1486;                    North         East    Units  Estimated Accuracy
 KX1486;SPC PA S     -   126,990.      414,830.      MT  (+/- 180 meters Scaled)
 KX1486
 KX1486                          SUPERSEDED SURVEY CONTROL
 KX1486
 KX1486  NGVD 29 (??/??/92)  273.196  (m)          896.31   (f) ADJ UNCH    1 2
 KX1486
 KX1486.Superseded values are not recommended for survey control.
 KX1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1486.See file dsdata.txt to determine how the superseded data were derived.
 KX1486
 KX1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE904789(NAD 83)
 KX1486_MARKER: DD = SURVEY DISK
 KX1486_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1486_SP_SET: ABUTMENT
 KX1486_STAMPING: 66
 KX1486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1486
 KX1486  HISTORY     - Date     Condition        Report By
 KX1486  HISTORY     - UNK      MONUMENTED       PA6600
 KX1486  HISTORY     - 1941     GOOD             NGS
 KX1486  HISTORY     - 1950     GOOD             NGS
 KX1486  HISTORY     - 19920401 MARK NOT FOUND   USGS
 KX1486  HISTORY     - 20040521 MARK NOT FOUND   USPSQD
 KX1486
 KX1486                          STATION DESCRIPTION
 KX1486
 KX1486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1486'AT PITTSBURGH.
 KX1486'ALLEGHENY COUNTY, ON THE PENNSYLVANIA RAILROAD, AT ROUP STATION,
 KX1486'AT THE SOUTHEAST CORNER OF THE NEGLEY AVENUE BRIDGE OVER THE
 KX1486'TRACK, IN THE TOP OF THE EAST STONE WALL OF THE SOUTH ABUTMENT,
 KX1486'2 FEET NORTH OF THE SOUTH END OF THE ABUTMENT, AND 1 INCH ABOVE
 KX1486'THE SIDEWALK.  A DEPARTMENT OF PUBLIC WORKS STANDARD DISK.
 KX1486
 KX1486                          STATION RECOVERY (1950)
 KX1486
 KX1486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 KX1486'RECOVERED IN GOOD CONDITION.
 KX1486
 KX1486                          STATION RECOVERY (1992)
 KX1486
 KX1486'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 KX1486'MARK NOT FOUND.
 KX1486
 KX1486                          STATION RECOVERY (2004)
 KX1486
 KX1486'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 KX1486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1204 ***********************************************************************
 KX1204  DESIGNATION -  66 A
 KX1204  PID         -  KX1204
 KX1204  STATE/COUNTY-  PA/WESTMORELAND
 KX1204  USGS QUAD   -  GREENSBURG (1993)
 KX1204
 KX1204                         *CURRENT SURVEY CONTROL
 KX1204  ___________________________________________________________________
 KX1204* NAD 83(1986)-  40 18 17.     (N)    079 33 19.     (W)     SCALED    
 KX1204* NAVD 88     -       340.665  (meters)    1117.67   (feet)  ADJUSTED  
 KX1204  ___________________________________________________________________
 KX1204  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KX1204  DYNAMIC HT  -         340.482 (meters)    1117.06  (feet)  COMP
 KX1204  MODELED GRAV-     980,077.4   (mgal)                       NAVD 88
 KX1204
 KX1204  VERT ORDER  -  FIRST     CLASS I
 KX1204
 KX1204.The horizontal coordinates were scaled from a topographic map and have
 KX1204.an estimated accuracy of +/- 6 seconds.
 KX1204
 KX1204.The orthometric height was determined by differential leveling
 KX1204.and adjusted by the National Geodetic Survey in June 1991..
 KX1204.WARNING-Repeat measurements at this control monument indicate possible
 KX1204.vertical movement.
 KX1204
 KX1204.The geoid height was determined by GEOID03.
 KX1204
 KX1204.The dynamic height is computed by dividing the NAVD 88
 KX1204.geopotential number by the normal gravity value computed on the
 KX1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1204.degrees latitude (g = 980.6199 gals.).
 KX1204
 KX1204.The modeled gravity was interpolated from observed gravity values.
 KX1204
 KX1204;                    North         East    Units  Estimated Accuracy
 KX1204;SPC PA S     -   109,430.      446,540.      MT  (+/- 180 meters Scaled)
 KX1204
 KX1204                          SUPERSEDED SURVEY CONTROL
 KX1204
 KX1204  NGVD 29 (??/??/92)  340.822  (m)         1118.18   (f) ADJ UNCH    1 1
 KX1204
 KX1204.Superseded values are not recommended for survey control.
 KX1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1204.See file dsdata.txt to determine how the superseded data were derived.
 KX1204
 KX1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE227625(NAD 83)
 KX1204_MARKER: B = BOLT
 KX1204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1204_SP_SET: CONCRETE WALL
 KX1204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1204
 KX1204  HISTORY     - Date     Condition        Report By
 KX1204  HISTORY     - UNK      MONUMENTED       PRR
 KX1204  HISTORY     - 1966     GOOD             NGS
 KX1204
 KX1204                          STATION DESCRIPTION
 KX1204
 KX1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX1204'AT GREENSBURG.
 KX1204'ABOUT 0.3 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1204'STATION AT GREENSBURG, ABOUT 0.3 MILE WEST OF MILEPOST NO. 322,
 KX1204'SET IN THE TOP OF THE CONCRETE WALL ALONG THE EAST SIDE OF THE
 KX1204'OLD FREIGHT STATION THAT IS NOW THE OFFICE OF THE BENCO BUILDING
 KX1204'PRODUCTS INC., 61.3 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 KX1204'ONE OF 4 MAIN LINE TRACKS, 15 FEET SOUTHEAST OF THE NORTHEAST
 KX1204'CORNER OF THE BUILDING (RED BRICK) AND ABOUT LEVEL WITH MAIN
 KX1204'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0737 ***********************************************************************
 KW0737  DESIGNATION -  66 PRR
 KW0737  PID         -  KW0737
 KW0737  STATE/COUNTY-  PA/LANCASTER
 KW0737  USGS QUAD   -  NEW HOLLAND (1992)
 KW0737
 KW0737                         *CURRENT SURVEY CONTROL
 KW0737  ___________________________________________________________________
 KW0737* NAD 83(1986)-  40 00 19.     (N)    076 06 49.     (W)     SCALED    
 KW0737* NAVD 88     -       117.514  (meters)     385.54   (feet)  ADJUSTED  
 KW0737  ___________________________________________________________________
 KW0737  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KW0737  DYNAMIC HT  -         117.453 (meters)     385.34  (feet)  COMP
 KW0737  MODELED GRAV-     980,103.8   (mgal)                       NAVD 88
 KW0737
 KW0737  VERT ORDER  -  SECOND    CLASS 0
 KW0737
 KW0737.The horizontal coordinates were scaled from a topographic map and have
 KW0737.an estimated accuracy of +/- 6 seconds.
 KW0737
 KW0737.The orthometric height was determined by differential leveling
 KW0737.and adjusted by the National Geodetic Survey in June 1991..
 KW0737
 KW0737.The geoid height was determined by GEOID03.
 KW0737
 KW0737.The dynamic height is computed by dividing the NAVD 88
 KW0737.geopotential number by the normal gravity value computed on the
 KW0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0737.degrees latitude (g = 980.6199 gals.).
 KW0737
 KW0737.The modeled gravity was interpolated from observed gravity values.
 KW0737
 KW0737;                    North         East    Units  Estimated Accuracy
 KW0737;SPC PA S     -    75,900.      739,720.      MT  (+/- 180 meters Scaled)
 KW0737
 KW0737                          SUPERSEDED SURVEY CONTROL
 KW0737
 KW0737  NGVD 29 (??/??/??)  117.786  (m)          386.44   (f) ADJUSTED    2 0
 KW0737
 KW0737.Superseded values are not recommended for survey control.
 KW0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0737.See file dsdata.txt to determine how the superseded data were derived.
 KW0737
 KW0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK049289(NAD 83)
 KW0737_MARKER: B = BOLT
 KW0737_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0737_SP_SET: DOORSILL
 KW0737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0737_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0737+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2005
 KW0737
 KW0737  HISTORY     - Date     Condition        Report By
 KW0737  HISTORY     - UNK      MONUMENTED       PRR
 KW0737  HISTORY     - 1966     GOOD             CGS
 KW0737  HISTORY     - 20050905 GOOD             GEOCAC
 KW0737
 KW0737                          STATION DESCRIPTION
 KW0737
 KW0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0737'AT LEAMAN PLACE.
 KW0737'AT LEAMAN PLACE, LANCASTER COUNTY, AT THE SOUTH SIDE OF THE
 KW0737'PENNSYLVANIA RAILROAD FREIGHT STATION, AND IN THE TOP OF THE
 KW0737'WEST DOOR SILL.  A COPPER BOLT.
 KW0737
 KW0737                          STATION RECOVERY (2005)
 KW0737
 KW0737'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0737'OLD FREIGHT STATION IS NOW OFFICES OF STOCK'S LUMBER. DOOR HAS BEEN
 KW0737'CONVERTED TO A WINDOW BUT MARK REMAINS. BOLT IS SURROUNDED BY CHISELED
 KW0737'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0370 ***********************************************************************
 KX0370  DESIGNATION -  66 USGS
 KX0370  PID         -  KX0370
 KX0370  STATE/COUNTY-  PA/BLAIR
 KX0370  USGS QUAD   -  HOLLIDAYSBURG (1981)
 KX0370
 KX0370                         *CURRENT SURVEY CONTROL
 KX0370  ___________________________________________________________________
 KX0370* NAD 83(1986)-  40 25 39.     (N)    078 23 53.     (W)     SCALED    
 KX0370* NAVD 88     -       291.751  (meters)     957.19   (feet)  ADJUSTED  
 KX0370  ___________________________________________________________________
 KX0370  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KX0370  DYNAMIC HT  -         291.598 (meters)     956.68  (feet)  COMP
 KX0370  MODELED GRAV-     980,093.2   (mgal)                       NAVD 88
 KX0370
 KX0370  VERT ORDER  -  SECOND    CLASS 0
 KX0370
 KX0370.The horizontal coordinates were scaled from a topographic map and have
 KX0370.an estimated accuracy of +/- 6 seconds.
 KX0370
 KX0370.The orthometric height was determined by differential leveling
 KX0370.and adjusted by the National Geodetic Survey in June 1991..
 KX0370
 KX0370.The geoid height was determined by GEOID03.
 KX0370
 KX0370.The dynamic height is computed by dividing the NAVD 88
 KX0370.geopotential number by the normal gravity value computed on the
 KX0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0370.degrees latitude (g = 980.6199 gals.).
 KX0370
 KX0370.The modeled gravity was interpolated from observed gravity values.
 KX0370
 KX0370;                    North         East    Units  Estimated Accuracy
 KX0370;SPC PA S     -   121,690.      545,010.      MT  (+/- 180 meters Scaled)
 KX0370
 KX0370                          SUPERSEDED SURVEY CONTROL
 KX0370
 KX0370  NGVD 29 (??/??/92)  291.92   (m)          957.7    (f) COMPUTED    2 0
 KX0370
 KX0370.Superseded values are not recommended for survey control.
 KX0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0370.See file dsdata.txt to determine how the superseded data were derived.
 KX0370
 KX0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE207784(NAD 83)
 KX0370_MARKER: DD = SURVEY DISK
 KX0370_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0370_SP_SET: BRIDGE
 KX0370_STAMPING: 66 USGS WHC 1962
 KX0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0370_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KX0370+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2001
 KX0370
 KX0370  HISTORY     - Date     Condition        Report By
 KX0370  HISTORY     - 1962     MONUMENTED       USGS
 KX0370  HISTORY     - 1967     GOOD             NGS
 KX0370  HISTORY     - 19970806 GOOD             USPSQD
 KX0370  HISTORY     - 20010202 GOOD             PADT
 KX0370
 KX0370                          STATION DESCRIPTION
 KX0370
 KX0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0370'AT HOLLIDAYSBURG.
 KX0370'AT HOLLIDAYSBURG, 0.4 MILE WEST OF THE COURT HOUSE, 300 FEET
 KX0370'EAST OF THE PENNSYLVANIA RAILROAD STATION, 16 FEET SOUTH OF
 KX0370'THE CENTERLINE OF U.S. HIGHWAY 22, SET IN THE TOP OF THE SOUTHWEST
 KX0370'WINGWALL OF A BRIDGE AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE
 KX0370'HIGHWAY.
 KX0370
 KX0370                          STATION RECOVERY (1997)
 KX0370
 KX0370'RECOVERY NOTE BY US POWER SQUADRON 1997
 KX0370'RECOVERED IN GOOD CONDITION.
 KX0370
 KX0370                          STATION RECOVERY (2001)
 KX0370
 KX0370'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DGE)
 KX0370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2678 ***********************************************************************
 KW2678  DESIGNATION -  663.98 PADH
 KW2678  PID         -  KW2678
 KW2678  STATE/COUNTY-  PA/CUMBERLAND
 KW2678  USGS QUAD   -  PLAINFIELD (1975)
 KW2678
 KW2678                         *CURRENT SURVEY CONTROL
 KW2678  ___________________________________________________________________
 KW2678* NAD 83(1986)-  40 07 43.     (N)    077 21 03.     (W)     SCALED    
 KW2678* NAVD 88     -       202.163  (meters)     663.26   (feet)  ADJUSTED  
 KW2678  ___________________________________________________________________
 KW2678  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 KW2678  DYNAMIC HT  -         202.055 (meters)     662.91  (feet)  COMP
 KW2678  MODELED GRAV-     980,084.5   (mgal)                       NAVD 88
 KW2678
 KW2678  VERT ORDER  -  FIRST     CLASS II
 KW2678
 KW2678.The horizontal coordinates were scaled from a topographic map and have
 KW2678.an estimated accuracy of +/- 6 seconds.
 KW2678
 KW2678.The orthometric height was determined by differential leveling
 KW2678.and adjusted by the National Geodetic Survey in June 1991..
 KW2678
 KW2678.The geoid height was determined by GEOID03.
 KW2678
 KW2678.The dynamic height is computed by dividing the NAVD 88
 KW2678.geopotential number by the normal gravity value computed on the
 KW2678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2678.degrees latitude (g = 980.6199 gals.).
 KW2678
 KW2678.The modeled gravity was interpolated from observed gravity values.
 KW2678
 KW2678;                    North         East    Units  Estimated Accuracy
 KW2678;SPC PA S     -    88,380.      634,020.      MT  (+/- 180 meters Scaled)
 KW2678
 KW2678                          SUPERSEDED SURVEY CONTROL
 KW2678
 KW2678.No superseded survey control is available for this station.
 KW2678
 KW2678_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK997446(NAD 83)
 KW2678_MARKER: DD = SURVEY DISK
 KW2678_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KW2678_SP_SET: ABUTMENT
 KW2678_STAMPING: 663.98 1963
 KW2678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2678
 KW2678  HISTORY     - Date     Condition        Report By
 KW2678  HISTORY     - 1963     MONUMENTED       PADH
 KW2678  HISTORY     - 1979     GOOD             NGS
 KW2678
 KW2678                          STATION DESCRIPTION
 KW2678
 KW2678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KW2678'1.9 MI NE FROM DICKINSON.
 KW2678'0.45 MILE NORTHEAST ALONG STATE HIGHWAY 174 FROM THE POST OFFICE IN
 KW2678'DICKINSON THENCE 1.45 MILES NORTHWEST ALONG STATE ROUTE 233 TO THE
 KW2678'MARK ON THE LEFT, SET IN THE SOUTHERNMOST ABUTMENT OF THE NORTHBOUND
 KW2678'LANE OF INTERSTATE HIGHWAY 81 OVERPASS BRIDGE OVER STATE ROUTE 233,
 KW2678'53 FEET SOUTHWEST OF THE CENTER LINE OF ROUTE, AND 24 FEET SOUTHEAST
 KW2678'OF THE CENTER LINE OF THE HIGHWAY.
 KW2678'THE MARK IS 19 FT ABOVE ROUTE 233.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1079 ***********************************************************************
 LZ1079  DESIGNATION -  664.4
 LZ1079  PID         -  LZ1079
 LZ1079  STATE/COUNTY-  PA/LYCOMING
 LZ1079  USGS QUAD   -  JERSEY MILLS (1983)
 LZ1079
 LZ1079                         *CURRENT SURVEY CONTROL
 LZ1079  ___________________________________________________________________
 LZ1079* NAD 83(1986)-  41 22 25.     (N)    077 25 26.     (W)     SCALED    
 LZ1079* NAVD 88     -       202.404  (meters)     664.05   (feet)  ADJUSTED  
 LZ1079  ___________________________________________________________________
 LZ1079  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 LZ1079  DYNAMIC HT  -         202.315 (meters)     663.76  (feet)  COMP
 LZ1079  MODELED GRAV-     980,180.4   (mgal)                       NAVD 88
 LZ1079
 LZ1079  VERT ORDER  -  SECOND    CLASS 0
 LZ1079
 LZ1079.The horizontal coordinates were scaled from a topographic map and have
 LZ1079.an estimated accuracy of +/- 6 seconds.
 LZ1079
 LZ1079.The orthometric height was determined by differential leveling
 LZ1079.and adjusted by the National Geodetic Survey in June 1991..
 LZ1079
 LZ1079.The geoid height was determined by GEOID03.
 LZ1079
 LZ1079.The dynamic height is computed by dividing the NAVD 88
 LZ1079.geopotential number by the normal gravity value computed on the
 LZ1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1079.degrees latitude (g = 980.6199 gals.).
 LZ1079
 LZ1079.The modeled gravity was interpolated from observed gravity values.
 LZ1079
 LZ1079;                    North         East    Units  Estimated Accuracy
 LZ1079;SPC PA N     -   134,090.      627,280.      MT  (+/- 180 meters Scaled)
 LZ1079
 LZ1079                          SUPERSEDED SURVEY CONTROL
 LZ1079
 LZ1079  NGVD 29 (??/??/92)  202.592  (m)          664.67   (f) ADJ UNCH    2 0
 LZ1079
 LZ1079.Superseded values are not recommended for survey control.
 LZ1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1079.See file dsdata.txt to determine how the superseded data were derived.
 LZ1079
 LZ1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL972830(NAD 83)
 LZ1079_MARKER: Q = CHISELED SQUARE
 LZ1079_SETTING: 80 = SET IN A BOULDER
 LZ1079_SP_SET: BOULDER
 LZ1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1079+STABILITY: SURFACE MOTION
 LZ1079
 LZ1079  HISTORY     - Date     Condition        Report By
 LZ1079  HISTORY     - UNK      MONUMENTED       CGS
 LZ1079  HISTORY     - 1934     GOOD             NGS
 LZ1079
 LZ1079                          STATION DESCRIPTION
 LZ1079
 LZ1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1079'1.1 MI NW FROM JERSEY MILLS.
 LZ1079'ABOUT 1.1 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD
 LZ1079'FROM JERSEY MILLS, LYCOMING COUNTY, ABOUT 220 FEET SOUTHEAST OF
 LZ1079'MILEPOST L 151, ABOUT 80 FEET SOUTH OF A PRIVATE-ROAD CROSSING,
 LZ1079'EAST OF THE TRACK, AND ON THE TOP OF A LARGE BOULDER.  A CHISELED
 LZ1079'SQUARE, MARKED BY THE PAINTED LETTERS B M 664.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0442 ***********************************************************************
 JW0442  DESIGNATION -  665
 JW0442  PID         -  JW0442
 JW0442  STATE/COUNTY-  PA/SOMERSET
 JW0442  USGS QUAD   -  FAIRHOPE (1973)
 JW0442
 JW0442                         *CURRENT SURVEY CONTROL
 JW0442  ___________________________________________________________________
 JW0442* NAD 83(1986)-  39 49 32.     (N)    078 45 47.     (W)     SCALED    
 JW0442* NAVD 88     -       365.260  (meters)    1198.36   (feet)  ADJUSTED  
 JW0442  ___________________________________________________________________
 JW0442  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 JW0442  DYNAMIC HT  -         365.034 (meters)    1197.62  (feet)  COMP
 JW0442  MODELED GRAV-     979,999.8   (mgal)                       NAVD 88
 JW0442
 JW0442  VERT ORDER  -  FIRST     CLASS II
 JW0442
 JW0442.The horizontal coordinates were scaled from a topographic map and have
 JW0442.an estimated accuracy of +/- 6 seconds.
 JW0442
 JW0442.The orthometric height was determined by differential leveling
 JW0442.and adjusted by the National Geodetic Survey in June 1991..
 JW0442
 JW0442.The geoid height was determined by GEOID03.
 JW0442
 JW0442.The dynamic height is computed by dividing the NAVD 88
 JW0442.geopotential number by the normal gravity value computed on the
 JW0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0442.degrees latitude (g = 980.6199 gals.).
 JW0442
 JW0442.The modeled gravity was interpolated from observed gravity values.
 JW0442
 JW0442;                    North         East    Units  Estimated Accuracy
 JW0442;SPC PA S     -    55,150.      513,270.      MT  (+/- 180 meters Scaled)
 JW0442
 JW0442                          SUPERSEDED SURVEY CONTROL
 JW0442
 JW0442  NGVD 29 (??/??/92)  365.41   (m)         1198.8    (f) COMPUTED    1 2
 JW0442
 JW0442.Superseded values are not recommended for survey control.
 JW0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0442.See file dsdata.txt to determine how the superseded data were derived.
 JW0442
 JW0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE914107(NAD 83)
 JW0442_MARKER: DD = SURVEY DISK
 JW0442_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0442_SP_SET: SIGNAL BASE
 JW0442_STAMPING: 665
 JW0442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0442
 JW0442  HISTORY     - Date     Condition        Report By
 JW0442  HISTORY     - UNK      MONUMENTED       DOD
 JW0442  HISTORY     - 1941     GOOD             NGS
 JW0442  HISTORY     - 1967     MARK NOT FOUND   USGS
 JW0442
 JW0442                          STATION DESCRIPTION
 JW0442
 JW0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JW0442'3.5 MI NW FROM HYNDMAN.
 JW0442'ALONG THE BALTIMORE AND OHIO RAILROAD, ABOUT 0.2 MILE WEST OF THE
 JW0442'SOMERSET-BEDFORD COUNTY LINE, IN THE NORTH CORNER OF THE CONCRETE
 JW0442'FOUNDATION OF BLOCK SIGNAL NUMBER E 194.52, 8.0 FEET SOUTHWEST
 JW0442'OF THE SOUTHWEST RAIL OF THE EAST BOUND TRACK.
 JW0442
 JW0442                          STATION RECOVERY (1967)
 JW0442
 JW0442'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JW0442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1039 ***********************************************************************
 LY1039  DESIGNATION -  665 A
 LY1039  PID         -  LY1039
 LY1039  STATE/COUNTY-  PA/PIKE
 LY1039  USGS QUAD   -  NARROWSBURG (1997)
 LY1039
 LY1039                         *CURRENT SURVEY CONTROL
 LY1039  ___________________________________________________________________
 LY1039* NAD 83(1986)-  41 30 41.     (N)    075 00 22.     (W)     SCALED    
 LY1039* NAVD 88     -       202.665  (meters)     664.91   (feet)  ADJUSTED  
 LY1039  ___________________________________________________________________
 LY1039  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 LY1039  DYNAMIC HT  -         202.582 (meters)     664.64  (feet)  COMP
 LY1039  MODELED GRAV-     980,207.8   (mgal)                       NAVD 88
 LY1039
 LY1039  VERT ORDER  -  FIRST     CLASS II
 LY1039
 LY1039.The horizontal coordinates were scaled from a topographic map and have
 LY1039.an estimated accuracy of +/- 6 seconds.
 LY1039
 LY1039.The orthometric height was determined by differential leveling
 LY1039.and adjusted by the National Geodetic Survey in June 1991..
 LY1039
 LY1039.The geoid height was determined by GEOID03.
 LY1039
 LY1039.The dynamic height is computed by dividing the NAVD 88
 LY1039.geopotential number by the normal gravity value computed on the
 LY1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1039.degrees latitude (g = 980.6199 gals.).
 LY1039
 LY1039.The modeled gravity was interpolated from observed gravity values.
 LY1039
 LY1039;                    North         East    Units  Estimated Accuracy
 LY1039;SPC PA N     -   152,970.      829,020.      MT  (+/- 180 meters Scaled)
 LY1039
 LY1039                          SUPERSEDED SURVEY CONTROL
 LY1039
 LY1039  NGVD 29 (??/??/92)  202.832  (m)          665.46   (f) ADJ UNCH    1 2
 LY1039
 LY1039.Superseded values are not recommended for survey control.
 LY1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1039.See file dsdata.txt to determine how the superseded data were derived.
 LY1039
 LY1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL994955(NAD 83)
 LY1039_MARKER: DD = SURVEY DISK
 LY1039_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1039_SP_SET: ABUTMENT
 LY1039_STAMPING: 665 ALBANY 1900
 LY1039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1039
 LY1039  HISTORY     - Date     Condition        Report By
 LY1039  HISTORY     - UNK      MONUMENTED       USGS
 LY1039  HISTORY     - 1941     GOOD             NGS
 LY1039
 LY1039                          STATION DESCRIPTION
 LY1039
 LY1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LY1039'AT WESTCOLANG PARK.
 LY1039'AT WESTCOLANG PARK, ABOUT 100 FEET SOUTH OF THE ERIE RAILROAD
 LY1039'STATION, AT A RAILROAD BRIDGE, AND IN THE TOP OF THE WEST END
 LY1039'OF THE NORTH STONE ABUTMENT.  A UNITED STATES GEOLOGICAL SURVEY
 LY1039'STANDARD DISK, STAMPED 665 ALBANY 1900.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1084 ***********************************************************************
 LZ1084  DESIGNATION -  668.29
 LZ1084  PID         -  LZ1084
 LZ1084  STATE/COUNTY-  PA/LYCOMING
 LZ1084  USGS QUAD   -  CAMMAL (1983)
 LZ1084
 LZ1084                         *CURRENT SURVEY CONTROL
 LZ1084  ___________________________________________________________________
 LZ1084* NAD 83(1986)-  41 23 00.     (N)    077 26 34.     (W)     SCALED    
 LZ1084* NAVD 88     -       203.611  (meters)     668.01   (feet)  ADJUSTED  
 LZ1084  ___________________________________________________________________
 LZ1084  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 LZ1084  DYNAMIC HT  -         203.521 (meters)     667.72  (feet)  COMP
 LZ1084  MODELED GRAV-     980,177.8   (mgal)                       NAVD 88
 LZ1084
 LZ1084  VERT ORDER  -  SECOND    CLASS 0
 LZ1084
 LZ1084.The horizontal coordinates were scaled from a topographic map and have
 LZ1084.an estimated accuracy of +/- 6 seconds.
 LZ1084
 LZ1084.The orthometric height was determined by differential leveling
 LZ1084.and adjusted by the National Geodetic Survey in June 1991..
 LZ1084
 LZ1084.The geoid height was determined by GEOID03.
 LZ1084
 LZ1084.The dynamic height is computed by dividing the NAVD 88
 LZ1084.geopotential number by the normal gravity value computed on the
 LZ1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1084.degrees latitude (g = 980.6199 gals.).
 LZ1084
 LZ1084.The modeled gravity was interpolated from observed gravity values.
 LZ1084
 LZ1084;                    North         East    Units  Estimated Accuracy
 LZ1084;SPC PA N     -   135,160.      625,700.      MT  (+/- 180 meters Scaled)
 LZ1084
 LZ1084                          SUPERSEDED SURVEY CONTROL
 LZ1084
 LZ1084  NGVD 29 (??/??/92)  203.798  (m)          668.63   (f) ADJ UNCH    2 0
 LZ1084
 LZ1084.Superseded values are not recommended for survey control.
 LZ1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1084.See file dsdata.txt to determine how the superseded data were derived.
 LZ1084
 LZ1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL957841(NAD 83)
 LZ1084_MARKER: T = CHISELED TRIANGLE
 LZ1084_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1084_SP_SET: BRIDGE
 LZ1084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1084
 LZ1084  HISTORY     - Date     Condition        Report By
 LZ1084  HISTORY     - UNK      MONUMENTED       USGS
 LZ1084  HISTORY     - 1934     GOOD             NGS
 LZ1084
 LZ1084                          STATION DESCRIPTION
 LZ1084
 LZ1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1084'0.2 MI N FROM BLUE STONE.
 LZ1084'ABOUT 0.2 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LZ1084'THE WAITING STATION AT BLUE STONE, LYCOMING COUNTY, ABOUT 1.8
 LZ1084'MILES SOUTH OF CAMMAL, OPPOSITE RAILROAD STATION 791+385, AT
 LZ1084'BRIDGE 147 OVER TRUMAN RUN, ON THE TOP OF THE EAST CORNER OF
 LZ1084'THE NORTHEAST CONCRETE WING WALL, AND ABOUT LEVEL WITH THE BRIDGE
 LZ1084'SEAT.  A CHISELED TRIANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1081 ***********************************************************************
 LZ1081  DESIGNATION -  668.4
 LZ1081  PID         -  LZ1081
 LZ1081  STATE/COUNTY-  PA/LYCOMING
 LZ1081  USGS QUAD   -  CAMMAL (1983)
 LZ1081
 LZ1081                         *CURRENT SURVEY CONTROL
 LZ1081  ___________________________________________________________________
 LZ1081* NAD 83(1986)-  41 22 50.     (N)    077 26 25.     (W)     SCALED    
 LZ1081* NAVD 88     -       203.631  (meters)     668.08   (feet)  ADJUSTED  
 LZ1081  ___________________________________________________________________
 LZ1081  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 LZ1081  DYNAMIC HT  -         203.540 (meters)     667.78  (feet)  COMP
 LZ1081  MODELED GRAV-     980,177.2   (mgal)                       NAVD 88
 LZ1081
 LZ1081  VERT ORDER  -  SECOND    CLASS 0
 LZ1081
 LZ1081.The horizontal coordinates were scaled from a topographic map and have
 LZ1081.an estimated accuracy of +/- 6 seconds.
 LZ1081
 LZ1081.The orthometric height was determined by differential leveling
 LZ1081.and adjusted by the National Geodetic Survey in June 1991..
 LZ1081
 LZ1081.The geoid height was determined by GEOID03.
 LZ1081
 LZ1081.The dynamic height is computed by dividing the NAVD 88
 LZ1081.geopotential number by the normal gravity value computed on the
 LZ1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1081.degrees latitude (g = 980.6199 gals.).
 LZ1081
 LZ1081.The modeled gravity was interpolated from observed gravity values.
 LZ1081
 LZ1081;                    North         East    Units  Estimated Accuracy
 LZ1081;SPC PA N     -   134,850.      625,910.      MT  (+/- 180 meters Scaled)
 LZ1081
 LZ1081                          SUPERSEDED SURVEY CONTROL
 LZ1081
 LZ1081  NGVD 29 (??/??/92)  203.818  (m)          668.69   (f) ADJ UNCH    2 0
 LZ1081
 LZ1081.Superseded values are not recommended for survey control.
 LZ1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1081.See file dsdata.txt to determine how the superseded data were derived.
 LZ1081
 LZ1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL959838(NAD 83)
 LZ1081_MARKER: Q = CHISELED SQUARE
 LZ1081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1081_SP_SET: CULVERT
 LZ1081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1081
 LZ1081  HISTORY     - Date     Condition        Report By
 LZ1081  HISTORY     - UNK      MONUMENTED       USGS
 LZ1081  HISTORY     - 1934     GOOD             NGS
 LZ1081
 LZ1081                          STATION DESCRIPTION
 LZ1081
 LZ1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1081'AT BLUE STONE.
 LZ1081'AT BLUE STONE, LYCOMING COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 LZ1081'ABOUT 200 FEET SOUTH OF THE WAITING STATION, 140 FEET NORTH OF
 LZ1081'MILEPOST L 150, ABOUT 190 FEET NORTH OF A PRIVATE-ROAD CROSSING,
 LZ1081'OPPOSITE HIGHWAY STATION 326, AT A CONCRETE CULVERT (BUILT 1922),
 LZ1081'AND ON THE TOP OF THE SOUTHWEST CORNER.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1994 ***********************************************************************
 JV1994  DESIGNATION -  669 USGS
 JV1994  PID         -  JV1994
 JV1994  STATE/COUNTY-  PA/ADAMS
 JV1994  USGS QUAD   -  FAIRFIELD (1994)
 JV1994
 JV1994                         *CURRENT SURVEY CONTROL
 JV1994  ___________________________________________________________________
 JV1994* NAD 83(1986)-  39 50 42.     (N)    077 21 38.     (W)     SCALED    
 JV1994* NAVD 88     -       204.059  (meters)     669.48   (feet)  ADJUSTED  
 JV1994  ___________________________________________________________________
 JV1994  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JV1994  DYNAMIC HT  -         203.945 (meters)     669.11  (feet)  COMP
 JV1994  MODELED GRAV-     980,064.4   (mgal)                       NAVD 88
 JV1994
 JV1994  VERT ORDER  -  SECOND    CLASS 0
 JV1994
 JV1994.The horizontal coordinates were scaled from a topographic map and have
 JV1994.an estimated accuracy of +/- 6 seconds.
 JV1994
 JV1994.The orthometric height was determined by differential leveling
 JV1994.and adjusted by the National Geodetic Survey in June 1991..
 JV1994
 JV1994.The geoid height was determined by GEOID03.
 JV1994
 JV1994.The dynamic height is computed by dividing the NAVD 88
 JV1994.geopotential number by the normal gravity value computed on the
 JV1994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1994.degrees latitude (g = 980.6199 gals.).
 JV1994
 JV1994.The modeled gravity was interpolated from observed gravity values.
 JV1994
 JV1994;                    North         East    Units  Estimated Accuracy
 JV1994;SPC PA S     -    56,890.      633,330.      MT  (+/- 180 meters Scaled)
 JV1994
 JV1994                          SUPERSEDED SURVEY CONTROL
 JV1994
 JV1994  NGVD 29 (??/??/??)  204.238  (m)          670.07   (f) ADJUSTED    2 0
 JV1994
 JV1994.Superseded values are not recommended for survey control.
 JV1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1994.See file dsdata.txt to determine how the superseded data were derived.
 JV1994
 JV1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK980132(NAD 83)
 JV1994_MARKER: DD = SURVEY DISK
 JV1994_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1994_SP_SET: BUILDING
 JV1994_STAMPING: 669 1908
 JV1994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1994
 JV1994  HISTORY     - Date     Condition        Report By
 JV1994  HISTORY     - 1908     MONUMENTED       USGS
 JV1994  HISTORY     - 1935     GOOD             CGS
 JV1994  HISTORY     - 1942     GOOD             CGS
 JV1994
 JV1994                          STATION DESCRIPTION
 JV1994
 JV1994'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1994'AT ORRTANNA.
 JV1994'AT ORRTANNA, ADAMS COUNTY, ABOUT 660 FEET SOUTH OF THE WESTERN
 JV1994'MARYLAND RAILWAY STATION, AT THE METHODIST EPISCOPAL CHURCH,
 JV1994'IN THE NORTHWEST CORNER OF THE WEST WALL, AND 33 FEET SOUTH OF
 JV1994'THE CENTER LINE OF THE MAIN STREET.  A UNITED STATES GEOLOGICAL
 JV1994'SURVEY STANDARD DISK, STAMPED 669 1908 AND SET VERTICALLY.
 JV1994
 JV1994                          STATION RECOVERY (1942)
 JV1994
 JV1994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 JV1994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0305 ***********************************************************************
 KX0305  DESIGNATION -  67
 KX0305  PID         -  KX0305
 KX0305  STATE/COUNTY-  PA/BLAIR
 KX0305  USGS QUAD   -  ROARING SPRING (1987)
 KX0305
 KX0305                         *CURRENT SURVEY CONTROL
 KX0305  ___________________________________________________________________
 KX0305* NAD 83(1986)-  40 21 23.     (N)    078 25 48.     (W)     SCALED    
 KX0305* NAVD 88     -       310.336  (meters)    1018.16   (feet)  ADJUSTED  
 KX0305  ___________________________________________________________________
 KX0305  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KX0305  DYNAMIC HT  -         310.169 (meters)    1017.61  (feet)  COMP
 KX0305  MODELED GRAV-     980,078.5   (mgal)                       NAVD 88
 KX0305
 KX0305  VERT ORDER  -  SECOND    CLASS 0
 KX0305
 KX0305.The horizontal coordinates were scaled from a topographic map and have
 KX0305.an estimated accuracy of +/- 6 seconds.
 KX0305
 KX0305.The orthometric height was determined by differential leveling
 KX0305.and adjusted by the National Geodetic Survey in June 1991..
 KX0305
 KX0305.The geoid height was determined by GEOID03.
 KX0305
 KX0305.The dynamic height is computed by dividing the NAVD 88
 KX0305.geopotential number by the normal gravity value computed on the
 KX0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0305.degrees latitude (g = 980.6199 gals.).
 KX0305
 KX0305.The modeled gravity was interpolated from observed gravity values.
 KX0305
 KX0305;                    North         East    Units  Estimated Accuracy
 KX0305;SPC PA S     -   113,820.      542,240.      MT  (+/- 180 meters Scaled)
 KX0305
 KX0305                          SUPERSEDED SURVEY CONTROL
 KX0305
 KX0305  NGVD 29 (??/??/92)  310.491  (m)         1018.67   (f) ADJ UNCH    2 0
 KX0305
 KX0305.Superseded values are not recommended for survey control.
 KX0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0305.See file dsdata.txt to determine how the superseded data were derived.
 KX0305
 KX0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE182704(NAD 83)
 KX0305_MARKER: Q = CHISELED SQUARE
 KX0305_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0305_SP_SET: ABUTMENT
 KX0305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0305
 KX0305  HISTORY     - Date     Condition        Report By
 KX0305  HISTORY     - UNK      MONUMENTED       PRR
 KX0305  HISTORY     - 1935     GOOD             NGS
 KX0305
 KX0305                          STATION DESCRIPTION
 KX0305
 KX0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0305'4.7 MI N FROM CLAYSBURG.
 KX0305'4.7 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0305'AT CLAYSBURG, BLAIR COUNTY, AT BRIDGE 15.30, ON THE TOP OF THE
 KX0305'EAST WING WALL OF THE SOUTH ABUTMENT AND 12 FEET EAST OF THE
 KX0305'CENTER LINE OF THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0739 ***********************************************************************
 KW0739  DESIGNATION -  67 PRR
 KW0739  PID         -  KW0739
 KW0739  STATE/COUNTY-  PA/LANCASTER
 KW0739  USGS QUAD   -  NEW HOLLAND (1992)
 KW0739
 KW0739                         *CURRENT SURVEY CONTROL
 KW0739  ___________________________________________________________________
 KW0739* NAD 83(1986)-  40 00 50.     (N)    076 07 28.     (W)     SCALED    
 KW0739* NAVD 88     -       112.035  (meters)     367.57   (feet)  ADJUSTED  
 KW0739  ___________________________________________________________________
 KW0739  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KW0739  DYNAMIC HT  -         111.977 (meters)     367.38  (feet)  COMP
 KW0739  MODELED GRAV-     980,104.7   (mgal)                       NAVD 88
 KW0739
 KW0739  VERT ORDER  -  SECOND    CLASS 0
 KW0739
 KW0739.The horizontal coordinates were scaled from a topographic map and have
 KW0739.an estimated accuracy of +/- 6 seconds.
 KW0739
 KW0739.The orthometric height was determined by differential leveling
 KW0739.and adjusted by the National Geodetic Survey in June 1991..
 KW0739
 KW0739.The geoid height was determined by GEOID03.
 KW0739
 KW0739.The dynamic height is computed by dividing the NAVD 88
 KW0739.geopotential number by the normal gravity value computed on the
 KW0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0739.degrees latitude (g = 980.6199 gals.).
 KW0739
 KW0739.The modeled gravity was interpolated from observed gravity values.
 KW0739
 KW0739;                    North         East    Units  Estimated Accuracy
 KW0739;SPC PA S     -    76,840.      738,780.      MT  (+/- 180 meters Scaled)
 KW0739
 KW0739                          SUPERSEDED SURVEY CONTROL
 KW0739
 KW0739  NGVD 29 (??/??/??)  112.309  (m)          368.47   (f) ADJUSTED    2 0
 KW0739
 KW0739.Superseded values are not recommended for survey control.
 KW0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0739.See file dsdata.txt to determine how the superseded data were derived.
 KW0739
 KW0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK040299(NAD 83)
 KW0739_MARKER: B = BOLT
 KW0739_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0739_SP_SET: ABUTMENT
 KW0739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0739
 KW0739  HISTORY     - Date     Condition        Report By
 KW0739  HISTORY     - UNK      MONUMENTED       PRR
 KW0739  HISTORY     - 1935     GOOD             CGS
 KW0739  HISTORY     - 1936     GOOD             CGS
 KW0739  HISTORY     - 20060917 GOOD             GEOCAC
 KW0739
 KW0739                          STATION DESCRIPTION
 KW0739
 KW0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0739'0.6 MI E FROM GORDONVILLE.
 KW0739'ABOUT 0.6 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW0739'STATION AT GORDONVILLE, LANCASTER COUNTY, AT THE SITE OF AN OLD
 KW0739'PUMPING STATION, AT A LARGE STONE BRIDGE, IN THE TOP OF THE
 KW0739'SECOND STONE OF THE SOUTHEAST ABUTMENT, AND 7 FEET SOUTH OF THE
 KW0739'CENTER LINE OF THE TRACK.  A COPPER BOLT.
 KW0739
 KW0739                          STATION RECOVERY (1936)
 KW0739
 KW0739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 KW0739'RECOVERED IN GOOD CONDITION.
 KW0739
 KW0739                          STATION RECOVERY (2006)
 KW0739
 KW0739'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0739'TRACKS ARE OWNED BY AMTRAK AND HAVE BEEN REDUCED FROM 4 TO 2 TRACKS
 KW0739'AND SHIFTED AT THIS LOCATION. MARK IS FARTHER FROM THE SOUTH TRACK BUT
 KW0739'OTHERWISE IS AS DESCRIBED. BRIDGE CROSSES THE PEQUEA CREEK. NO SIGN OF
 KW0739'A PUMPING STATION.
 KW0739' 
 KW0739'HH2 N 40 00 50.0 W 076 07 28.0
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1020 ***********************************************************************
 KX1020  DESIGNATION -  67 WDK
 KX1020  PID         -  KX1020
 KX1020  STATE/COUNTY-  PA/WESTMORELAND
 KX1020  USGS QUAD   -  LATROBE (1993)
 KX1020
 KX1020                         *CURRENT SURVEY CONTROL
 KX1020  ___________________________________________________________________
 KX1020* NAD 83(1986)-  40 18 17.     (N)    079 23 37.     (W)     SCALED    
 KX1020* NAVD 88     -       303.804  (meters)     996.73   (feet)  ADJUSTED  
 KX1020  ___________________________________________________________________
 KX1020  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KX1020  DYNAMIC HT  -         303.644 (meters)     996.21  (feet)  COMP
 KX1020  MODELED GRAV-     980,088.0   (mgal)                       NAVD 88
 KX1020
 KX1020  VERT ORDER  -  FIRST     CLASS I
 KX1020
 KX1020.The horizontal coordinates were scaled from a topographic map and have
 KX1020.an estimated accuracy of +/- 6 seconds.
 KX1020
 KX1020.The orthometric height was determined by differential leveling
 KX1020.and adjusted by the National Geodetic Survey in June 1991..
 KX1020
 KX1020.The geoid height was determined by GEOID03.
 KX1020
 KX1020.The dynamic height is computed by dividing the NAVD 88
 KX1020.geopotential number by the normal gravity value computed on the
 KX1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1020.degrees latitude (g = 980.6199 gals.).
 KX1020
 KX1020.The modeled gravity was interpolated from observed gravity values.
 KX1020
 KX1020;                    North         East    Units  Estimated Accuracy
 KX1020;SPC PA S     -   109,160.      460,290.      MT  (+/- 180 meters Scaled)
 KX1020
 KX1020                          SUPERSEDED SURVEY CONTROL
 KX1020
 KX1020  NGVD 29 (??/??/92)  303.972  (m)          997.28   (f) ADJ UNCH    1 1
 KX1020
 KX1020.Superseded values are not recommended for survey control.
 KX1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1020.See file dsdata.txt to determine how the superseded data were derived.
 KX1020
 KX1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE365628(NAD 83)
 KX1020_MARKER: DD = SURVEY DISK
 KX1020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1020_SP_SET: ABUTMENT
 KX1020_STAMPING: 67 WDK USGS 1962
 KX1020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1020
 KX1020  HISTORY     - Date     Condition        Report By
 KX1020  HISTORY     - 1962     MONUMENTED       PADT
 KX1020  HISTORY     - 1966     GOOD             NGS
 KX1020  HISTORY     - 1969     GOOD             NGS
 KX1020
 KX1020                          STATION DESCRIPTION
 KX1020
 KX1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX1020'0.9 MI S FROM LATROBE.
 KX1020'0.9 MILE SOUTH ALONG STATE HIGHWAY 981 FROM THE POST OFFICE AT
 KX1020'LATROBE, SET IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT
 KX1020'FOR A 55 FOOT CONCRETE BRIDGE OVER A SMALL STREAM, 21 1/2 FEET
 KX1020'EAST OF THE CENTER LINE OF THE HIGHWAY, 1.7 FEET NORTHEAST OF
 KX1020'THE SOUTH END OF THE CONCRETE GUARD RAIL AND ABOUT 1/2 FOOT BELOW
 KX1020'LEVEL OF HIGHWAY.
 KX1020
 KX1020                          STATION RECOVERY (1969)
 KX1020
 KX1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KX1020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1085 ***********************************************************************
 LZ1085  DESIGNATION -  672.1
 LZ1085  PID         -  LZ1085
 LZ1085  STATE/COUNTY-  PA/LYCOMING
 LZ1085  USGS QUAD   -  CAMMAL (1983)
 LZ1085
 LZ1085                         *CURRENT SURVEY CONTROL
 LZ1085  ___________________________________________________________________
 LZ1085* NAD 83(1986)-  41 23 00.     (N)    077 26 34.     (W)     SCALED    
 LZ1085* NAVD 88     -       204.765  (meters)     671.80   (feet)  ADJUSTED  
 LZ1085  ___________________________________________________________________
 LZ1085  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 LZ1085  DYNAMIC HT  -         204.675 (meters)     671.50  (feet)  COMP
 LZ1085  MODELED GRAV-     980,177.8   (mgal)                       NAVD 88
 LZ1085
 LZ1085  VERT ORDER  -  SECOND    CLASS 0
 LZ1085
 LZ1085.The horizontal coordinates were scaled from a topographic map and have
 LZ1085.an estimated accuracy of +/- 6 seconds.
 LZ1085
 LZ1085.The orthometric height was determined by differential leveling
 LZ1085.and adjusted by the National Geodetic Survey in June 1991..
 LZ1085
 LZ1085.The geoid height was determined by GEOID03.
 LZ1085
 LZ1085.The dynamic height is computed by dividing the NAVD 88
 LZ1085.geopotential number by the normal gravity value computed on the
 LZ1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1085.degrees latitude (g = 980.6199 gals.).
 LZ1085
 LZ1085.The modeled gravity was interpolated from observed gravity values.
 LZ1085
 LZ1085;                    North         East    Units  Estimated Accuracy
 LZ1085;SPC PA N     -   135,160.      625,700.      MT  (+/- 180 meters Scaled)
 LZ1085
 LZ1085                          SUPERSEDED SURVEY CONTROL
 LZ1085
 LZ1085  NGVD 29 (??/??/92)  204.953  (m)          672.42   (f) ADJ UNCH    2 0
 LZ1085
 LZ1085.Superseded values are not recommended for survey control.
 LZ1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1085.See file dsdata.txt to determine how the superseded data were derived.
 LZ1085
 LZ1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL957841(NAD 83)
 LZ1085_MARKER: Q = CHISELED SQUARE
 LZ1085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1085_SP_SET: BRIDGE WALL
 LZ1085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1085
 LZ1085  HISTORY     - Date     Condition        Report By
 LZ1085  HISTORY     - UNK      MONUMENTED       USGS
 LZ1085  HISTORY     - 1934     GOOD             NGS
 LZ1085
 LZ1085                          STATION DESCRIPTION
 LZ1085
 LZ1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1085'0.2 MI N FROM BLUE STONE.
 LZ1085'ABOUT 0.2 MILE NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LZ1085'THE WAITING SHED AT BLUE STONE, LYCOMING COUNTY, ABOUT 1.8 MILES
 LZ1085'SOUTH OF CAMMAL, OPPOSITE RAILROAD STATION 791+385, AT BRIDGE
 LZ1085'147, AND ON THE TOP OF THE EAST END OF THE NORTH BACK WALL.  A
 LZ1085'CHISELED SQUARE, MARKED BY THE PAINTED LETTERS BM 672.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2675 ***********************************************************************
 KW2675  DESIGNATION -  676.58 PADH
 KW2675  PID         -  KW2675
 KW2675  STATE/COUNTY-  PA/FRANKLIN
 KW2675  USGS QUAD   -  SHIPPENSBURG (1973)
 KW2675
 KW2675                         *CURRENT SURVEY CONTROL
 KW2675  ___________________________________________________________________
 KW2675* NAD 83(1986)-  40 02 24.     (N)    077 31 10.     (W)     SCALED    
 KW2675* NAVD 88     -       205.085  (meters)     672.85   (feet)  ADJUSTED  
 KW2675  ___________________________________________________________________
 KW2675  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 KW2675  DYNAMIC HT  -         204.969 (meters)     672.47  (feet)  COMP
 KW2675  MODELED GRAV-     980,057.4   (mgal)                       NAVD 88
 KW2675
 KW2675  VERT ORDER  -  FIRST     CLASS II
 KW2675
 KW2675.The horizontal coordinates were scaled from a topographic map and have
 KW2675.an estimated accuracy of +/- 6 seconds.
 KW2675
 KW2675.The orthometric height was determined by differential leveling
 KW2675.and adjusted by the National Geodetic Survey in June 1991..
 KW2675
 KW2675.The geoid height was determined by GEOID03.
 KW2675
 KW2675.The dynamic height is computed by dividing the NAVD 88
 KW2675.geopotential number by the normal gravity value computed on the
 KW2675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2675.degrees latitude (g = 980.6199 gals.).
 KW2675
 KW2675.The modeled gravity was interpolated from observed gravity values.
 KW2675
 KW2675;                    North         East    Units  Estimated Accuracy
 KW2675;SPC PA S     -    78,490.      619,680.      MT  (+/- 180 meters Scaled)
 KW2675
 KW2675                          SUPERSEDED SURVEY CONTROL
 KW2675
 KW2675.No superseded survey control is available for this station.
 KW2675
 KW2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK850352(NAD 83)
 KW2675_MARKER: DD = SURVEY DISK
 KW2675_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KW2675_SP_SET: ABUTMENT
 KW2675_STAMPING: 676.58
 KW2675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2675+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2006
 KW2675
 KW2675  HISTORY     - Date     Condition        Report By
 KW2675  HISTORY     - UNK      MONUMENTED       PADH
 KW2675  HISTORY     - 1979     GOOD             NGS
 KW2675  HISTORY     - 20060402 GOOD             GEOCAC
 KW2675
 KW2675                          STATION DESCRIPTION
 KW2675
 KW2675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KW2675'0.8 MI SOUTH FROM SHIPPENSBURG.
 KW2675'0.8 MILE SOUTH ALONG STATE HIGHWAY 696 FROM THE JUNCTION OF STATE
 KW2675'HIGHWAY 696 AND US HIGHWAY 11 IN SHIPPENSBURG, TO THE MARK ON THE
 KW2675'LEFT, SET IN THE SOUTHEAST ABUTMENT OF A BRIDGE OVER MIDDLE SPRING
 KW2675'CREEK, AND 20 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.
 KW2675'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 KW2675
 KW2675                          STATION RECOVERY (2006)
 KW2675
 KW2675'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE7859 ***********************************************************************
 AE7859  DESIGNATION -  6775
 AE7859  PID         -  AE7859
 AE7859  STATE/COUNTY-  PA/WESTMORELAND
 AE7859  USGS QUAD   -  IRWIN (1979)
 AE7859
 AE7859                         *CURRENT SURVEY CONTROL
 AE7859  ___________________________________________________________________
 AE7859* NAD 83(1992)-  40 18 24.67949(N)    079 40 26.15180(W)     ADJUSTED  
 AE7859* NAVD 88     -       351.8    (meters)    1154.     (feet)  GPS OBS   
 AE7859  ___________________________________________________________________
 AE7859  X           -     873,122.341 (meters)                     COMP
 AE7859  Y           -  -4,792,086.974 (meters)                     COMP
 AE7859  Z           -   4,104,233.919 (meters)                     COMP
 AE7859  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 AE7859  ELLIP HEIGHT-         318.58  (meters)          (08/10/01) GPS OBS
 AE7859  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 AE7859
 AE7859  HORZ ORDER  -  FIRST
 AE7859  ELLP ORDER  -  FOURTH    CLASS II
 AE7859
 AE7859.The horizontal coordinates were established by GPS observations
 AE7859.and adjusted by the National Geodetic Survey in March 1998..
 AE7859
 AE7859.The orthometric height was determined by GPS observations and a
 AE7859.high-resolution geoid model.
 AE7859
 AE7859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7859
 AE7859.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7859
 AE7859.The ellipsoidal height was determined by GPS observations
 AE7859.and is referenced to NAD 83.
 AE7859
 AE7859.The geoid height was determined by GEOID03.
 AE7859
 AE7859;                    North         East     Units Scale Factor Converg.
 AE7859;SPC PA S     -   109,876.154   436,464.923   MT  0.99996264   -1 14 53.6
 AE7859;SPC PA S     -   360,485.35  1,431,968.67   sFT  0.99996264   -1 14 53.6
 AE7859;UTM  17      - 4,462,659.701   612,686.206   MT  0.99975631   +0 51 28.4
 AE7859
 AE7859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7859!SPC PA S     -   0.99995003  x   0.99996264  =   0.99991267
 AE7859!UTM  17      -   0.99995003  x   0.99975631  =   0.99970635
 AE7859
 AE7859                          SUPERSEDED SURVEY CONTROL
 AE7859
 AE7859  ELLIP H (03/18/98)  318.59   (m)                       GP(       ) 3 1
 AE7859
 AE7859.Superseded values are not recommended for survey control.
 AE7859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7859.See file dsdata.txt to determine how the superseded data were derived.
 AE7859
 AE7859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE1268662660(NAD 83)
 AE7859_MARKER: DD = SURVEY DISK
 AE7859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7859_SP_SET: SET IN A CONCRETE MONUMENT
 AE7859_STAMPING: HARN 6775
 AE7859_MARK LOGO: PATUCO
 AE7859_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE7859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7859+STABILITY: SURFACE MOTION
 AE7859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7859+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7859
 AE7859  HISTORY     - Date     Condition        Report By
 AE7859  HISTORY     - 1997     MONUMENTED       NEILAN
 AE7859
 AE7859                          STATION DESCRIPTION
 AE7859
 AE7859'DESCRIBED BY THE NEILAN ENGINEERS INCORPORATED 1997 (TEK)
 AE7859'THE STATION IS LOCATED AT MILE 67.75 OF THE PA TURNPIKE, IN THE GRASS
 AE7859'AREA ON THE EAST SIDE OF THE HIGHWAY, ON AN EMBANKMENT SLOPING UP TO
 AE7859'AN OVERPASS (WENDEL ROAD), NEAR AN ANGLE IN THE RIGHT OF WAY FENCE.
 AE7859'THE STATION IS 29.18 FT S OF A REBAR SET IN THE FENCELINE WHERE IT
 AE7859'RUNS NW-SE, AND 23.99 FT WEST OF ANOTHER REBAR SET IN THE FENCELINE
 AE7859'WHERE IT RUNS N-S. TO REACH THE STATION FROM THE NEW STANTON
 AE7859'INTERCHANGE (EXIT 8), PROCEED WEST ON THE TURNPIKE FOR 7.2 MI TO THE
 AE7859'MARK ON THE RIGHT, JUST BEFORE THE OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1873 ***********************************************************************
 KW1873  DESIGNATION -  679 USGS
 KW1873  PID         -  KW1873
 KW1873  STATE/COUNTY-  PA/PERRY
 KW1873  USGS QUAD   -  NEWPORT (1973)
 KW1873
 KW1873                         *CURRENT SURVEY CONTROL
 KW1873  ___________________________________________________________________
 KW1873* NAD 83(1986)-  40 25 10.     (N)    077 11 14.     (W)     SCALED    
 KW1873* NAVD 88     -       206.904  (meters)     678.82   (feet)  ADJUSTED  
 KW1873  ___________________________________________________________________
 KW1873  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KW1873  DYNAMIC HT  -         206.802 (meters)     678.48  (feet)  COMP
 KW1873  MODELED GRAV-     980,127.5   (mgal)                       NAVD 88
 KW1873
 KW1873  VERT ORDER  -  SECOND    CLASS 0
 KW1873
 KW1873.The horizontal coordinates were scaled from a topographic map and have
 KW1873.an estimated accuracy of +/- 6 seconds.
 KW1873
 KW1873.The orthometric height was determined by differential leveling
 KW1873.and adjusted by the National Geodetic Survey in June 1991..
 KW1873
 KW1873.The geoid height was determined by GEOID03.
 KW1873
 KW1873.The dynamic height is computed by dividing the NAVD 88
 KW1873.geopotential number by the normal gravity value computed on the
 KW1873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1873.degrees latitude (g = 980.6199 gals.).
 KW1873
 KW1873.The modeled gravity was interpolated from observed gravity values.
 KW1873
 KW1873;                    North         East    Units  Estimated Accuracy
 KW1873;SPC PA S     -   120,750.      647,760.      MT  (+/- 180 meters Scaled)
 KW1873
 KW1873                          SUPERSEDED SURVEY CONTROL
 KW1873
 KW1873  NGVD 29 (??/??/??)  207.126  (m)          679.55   (f) ADJUSTED    2 0
 KW1873
 KW1873.Superseded values are not recommended for survey control.
 KW1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1873.See file dsdata.txt to determine how the superseded data were derived.
 KW1873
 KW1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK144766(NAD 83)
 KW1873_MARKER: DD = SURVEY DISK
 KW1873_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1873_SP_SET: BUILDING
 KW1873_STAMPING: 679 ADJ 1908
 KW1873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW1873+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2006
 KW1873
 KW1873  HISTORY     - Date     Condition        Report By
 KW1873  HISTORY     - 1908     MONUMENTED       USGS
 KW1873  HISTORY     - 1942     GOOD             CGS
 KW1873  HISTORY     - 20060503 GOOD             GEOCAC
 KW1873
 KW1873                          STATION DESCRIPTION
 KW1873
 KW1873'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1873'AT BLOOMFIELD.
 KW1873'AT BLOOMFIELD, ALONG STATE HIGHWAY NO. 34, AT THE COUNTY COURT
 KW1873'HOUSE, SET NEAR THE SOUTHWEST CORNER AND IN THE SOUTH FACE OF THE
 KW1873'BUILDING, 30 FEET NORTH OF THE NORTH CURB OF THE STREET, 12.2
 KW1873'FEET EAST OF THE SOUTHWEST CORNER OF THE BUILDING, 6 FEET WEST OF
 KW1873'THE WEST EDGE OF THE FRONT OR SOUTH ENTRANCE, 1.3 FEET ABOVE
 KW1873'SIDE-WALK LEVEL.  A STANDARD W.S. GEOLOGICAL SURVEY DISK SET
 KW1873'VERTICALLY.
 KW1873
 KW1873                          STATION RECOVERY (2006)
 KW1873
 KW1873'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW1873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0461 ***********************************************************************
 MA0461  DESIGNATION -  68
 MA0461  PID         -  MA0461
 MA0461  STATE/COUNTY-  PA/ELK
 MA0461  USGS QUAD   -  SAINT MARYS (1981)
 MA0461
 MA0461                         *CURRENT SURVEY CONTROL
 MA0461  ___________________________________________________________________
 MA0461* NAD 83(1986)-  41 25 45.     (N)    078 33 32.     (W)     SCALED    
 MA0461* NAVD 88     -       509.049  (meters)    1670.10   (feet)  ADJUSTED  
 MA0461  ___________________________________________________________________
 MA0461  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 MA0461  DYNAMIC HT  -         508.823 (meters)    1669.36  (feet)  COMP
 MA0461  MODELED GRAV-     980,162.1   (mgal)                       NAVD 88
 MA0461
 MA0461  VERT ORDER  -  SECOND    CLASS 0
 MA0461
 MA0461.The horizontal coordinates were scaled from a topographic map and have
 MA0461.an estimated accuracy of +/- 6 seconds.
 MA0461
 MA0461.The orthometric height was determined by differential leveling
 MA0461.and adjusted by the National Geodetic Survey in June 1991..
 MA0461
 MA0461.The geoid height was determined by GEOID03.
 MA0461
 MA0461.The dynamic height is computed by dividing the NAVD 88
 MA0461.geopotential number by the normal gravity value computed on the
 MA0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0461.degrees latitude (g = 980.6199 gals.).
 MA0461
 MA0461.The modeled gravity was interpolated from observed gravity values.
 MA0461
 MA0461;                    North         East    Units  Estimated Accuracy
 MA0461;SPC PA N     -   140,520.      532,390.      MT  (+/- 180 meters Scaled)
 MA0461
 MA0461                          SUPERSEDED SURVEY CONTROL
 MA0461
 MA0461  NGVD 29 (??/??/92)  509.18   (m)         1670.5    (f) COMPUTED    2 0
 MA0461
 MA0461.Superseded values are not recommended for survey control.
 MA0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0461.See file dsdata.txt to determine how the superseded data were derived.
 MA0461
 MA0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF039892(NAD 83)
 MA0461_MARKER: Q = CHISELED SQUARE
 MA0461_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0461_SP_SET: BUILDING
 MA0461_STAMPING: CHISELED B M 68
 MA0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0461
 MA0461  HISTORY     - Date     Condition        Report By
 MA0461  HISTORY     - UNK      MONUMENTED       PRR
 MA0461  HISTORY     - 1964     GOOD             NGS
 MA0461  HISTORY     - 20040609 MARK NOT FOUND   USPSQD
 MA0461
 MA0461                          STATION DESCRIPTION
 MA0461
 MA0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 MA0461'AT ST MARYS.
 MA0461'AT ST. MARYS, ELK COUNTY, AT THE PENNSYLVANIA RAILROAD STATION,
 MA0461'IN THE WINDOW SILL ON THE NORTH SIDE OF THE BUILDING, 60 FEET
 MA0461'SOUTH OF THE CENTERLINE OF ERIE AVENUE, 36 FEET SOUTH OF THE
 MA0461'CENTERLINE OF THE MAIN TRACK, 12 FEET FROM THE NORTHEAST CORNER
 MA0461'OF THE STATION AND ABOUT 3 FEET HIGHER THAN THE TOP OF THE
 MA0461'RAIL.  A CHISELED SQUARE, MARKED B M 68.
 MA0461
 MA0461                          STATION RECOVERY (2004)
 MA0461
 MA0461'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0461'PENNSYLVANIA RAILROAD STATION WAS ABANDONED AND REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0304 ***********************************************************************
 KX0304  DESIGNATION -  68
 KX0304  PID         -  KX0304
 KX0304  STATE/COUNTY-  PA/BLAIR
 KX0304  USGS QUAD   -  ROARING SPRING (1987)
 KX0304
 KX0304                         *CURRENT SURVEY CONTROL
 KX0304  ___________________________________________________________________
 KX0304* NAD 83(1986)-  40 21 45.     (N)    078 25 44.     (W)     SCALED    
 KX0304* NAVD 88     -       310.335  (meters)    1018.16   (feet)  ADJUSTED  
 KX0304  ___________________________________________________________________
 KX0304  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KX0304  DYNAMIC HT  -         310.168 (meters)    1017.61  (feet)  COMP
 KX0304  MODELED GRAV-     980,079.9   (mgal)                       NAVD 88
 KX0304
 KX0304  VERT ORDER  -  SECOND    CLASS 0
 KX0304
 KX0304.The horizontal coordinates were scaled from a topographic map and have
 KX0304.an estimated accuracy of +/- 6 seconds.
 KX0304
 KX0304.The orthometric height was determined by differential leveling
 KX0304.and adjusted by the National Geodetic Survey in June 1991..
 KX0304
 KX0304.The geoid height was determined by GEOID03.
 KX0304
 KX0304.The dynamic height is computed by dividing the NAVD 88
 KX0304.geopotential number by the normal gravity value computed on the
 KX0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0304.degrees latitude (g = 980.6199 gals.).
 KX0304
 KX0304.The modeled gravity was interpolated from observed gravity values.
 KX0304
 KX0304;                    North         East    Units  Estimated Accuracy
 KX0304;SPC PA S     -   114,500.      542,340.      MT  (+/- 180 meters Scaled)
 KX0304
 KX0304                          SUPERSEDED SURVEY CONTROL
 KX0304
 KX0304  NGVD 29 (??/??/92)  310.489  (m)         1018.66   (f) ADJ UNCH    2 0
 KX0304
 KX0304.Superseded values are not recommended for survey control.
 KX0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0304.See file dsdata.txt to determine how the superseded data were derived.
 KX0304
 KX0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE183711(NAD 83)
 KX0304_MARKER: Q = CHISELED SQUARE
 KX0304_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0304_SP_SET: ABUTMENT
 KX0304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0304
 KX0304  HISTORY     - Date     Condition        Report By
 KX0304  HISTORY     - UNK      MONUMENTED       PRR
 KX0304  HISTORY     - 1935     GOOD             NGS
 KX0304
 KX0304                          STATION DESCRIPTION
 KX0304
 KX0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0304'5.2 MI N FROM CLAYSBURG.
 KX0304'5.2 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0304'AT CLAYSBURG, BLAIR COUNTY, AT THE NORTH ABUTMENT OF U.S. HIGHWAY
 KX0304'200 OVERPASS, ON THE TOP OF THE EAST END, AND 10 FEET EAST OF
 KX0304'THE CENTER LINE OF THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1206 ***********************************************************************
 KX1206  DESIGNATION -  68 A
 KX1206  PID         -  KX1206
 KX1206  STATE/COUNTY-  PA/WESTMORELAND
 KX1206  USGS QUAD   -  GREENSBURG (1993)
 KX1206
 KX1206                         *CURRENT SURVEY CONTROL
 KX1206  ___________________________________________________________________
 KX1206* NAD 83(1986)-  40 18 40.     (N)    079 34 39.     (W)     SCALED    
 KX1206* NAVD 88     -       352.737  (meters)    1157.27   (feet)  ADJUSTED  
 KX1206  ___________________________________________________________________
 KX1206  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KX1206  DYNAMIC HT  -         352.547 (meters)    1156.65  (feet)  COMP
 KX1206  MODELED GRAV-     980,078.7   (mgal)                       NAVD 88
 KX1206
 KX1206  VERT ORDER  -  FIRST     CLASS I
 KX1206
 KX1206.The horizontal coordinates were scaled from a topographic map and have
 KX1206.an estimated accuracy of +/- 6 seconds.
 KX1206
 KX1206.The orthometric height was determined by differential leveling
 KX1206.and adjusted by the National Geodetic Survey in June 1991..
 KX1206.WARNING-Repeat measurements at this control monument indicate possible
 KX1206.vertical movement.
 KX1206
 KX1206.The geoid height was determined by GEOID03.
 KX1206
 KX1206.The dynamic height is computed by dividing the NAVD 88
 KX1206.geopotential number by the normal gravity value computed on the
 KX1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1206.degrees latitude (g = 980.6199 gals.).
 KX1206
 KX1206.The modeled gravity was interpolated from observed gravity values.
 KX1206
 KX1206;                    North         East    Units  Estimated Accuracy
 KX1206;SPC PA S     -   110,170.      444,670.      MT  (+/- 180 meters Scaled)
 KX1206
 KX1206                          SUPERSEDED SURVEY CONTROL
 KX1206
 KX1206  NGVD 29 (??/??/92)  352.895  (m)         1157.79   (f) ADJ UNCH    1 1
 KX1206
 KX1206.Superseded values are not recommended for survey control.
 KX1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1206.See file dsdata.txt to determine how the superseded data were derived.
 KX1206
 KX1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE208632(NAD 83)
 KX1206_MARKER: Q = CHISELED SQUARE
 KX1206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1206_SP_SET: WALL
 KX1206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1206
 KX1206  HISTORY     - Date     Condition        Report By
 KX1206  HISTORY     - UNK      MONUMENTED       PRR
 KX1206  HISTORY     - 1966     GOOD             NGS
 KX1206
 KX1206                          STATION DESCRIPTION
 KX1206
 KX1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX1206'1.8 MI W FROM GREENSBURG.
 KX1206'ABOUT 1.8 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1206'STATION AT GREENSBURG, ABOUT 0.2 MILE EAST OF MILEPOST NO. 324,
 KX1206'ABOUT 0.1 MILE EAST OF THE RAILROAD OVERPASS OVER GREENGATE ROAD,
 KX1206'A 2-INCH FACE OF THE BOTTOM STONE OF THE NORTH STONE WALL THAT
 KX1206'LED TO THE OLD GREENSBURG TUNNEL THAT HAS NOW BEEN REMOVED, 10 FEET
 KX1206'EAST OF THE WEST END OF THE STONE WALL, 4.5 FEET NORTH OF THE
 KX1206'NORTH RAIL OF THE NORTH ONE OF 2 TRACKS, 1 FOOT BELOW THE LETTERS
 KX1206'BM 68A CHISELED IN THE FACE OF THE WALL AND ABOUT LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1025 ***********************************************************************
 KX1025  DESIGNATION -  68 WDK
 KX1025  PID         -  KX1025
 KX1025  STATE/COUNTY-  PA/WESTMORELAND
 KX1025  USGS QUAD   -  LATROBE (1993)
 KX1025
 KX1025                         *CURRENT SURVEY CONTROL
 KX1025  ___________________________________________________________________
 KX1025* NAD 83(1986)-  40 16 54.     (N)    079 23 43.     (W)     SCALED    
 KX1025* NAVD 88     -       348.447  (meters)    1143.20   (feet)  ADJUSTED  
 KX1025  ___________________________________________________________________
 KX1025  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KX1025  DYNAMIC HT  -         348.261 (meters)    1142.59  (feet)  COMP
 KX1025  MODELED GRAV-     980,081.9   (mgal)                       NAVD 88
 KX1025
 KX1025  VERT ORDER  -  FIRST     CLASS I
 KX1025
 KX1025.The horizontal coordinates were scaled from a topographic map and have
 KX1025.an estimated accuracy of +/- 6 seconds.
 KX1025
 KX1025.The orthometric height was determined by differential leveling
 KX1025.and adjusted by the National Geodetic Survey in June 1991..
 KX1025
 KX1025.The geoid height was determined by GEOID03.
 KX1025
 KX1025.The dynamic height is computed by dividing the NAVD 88
 KX1025.geopotential number by the normal gravity value computed on the
 KX1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1025.degrees latitude (g = 980.6199 gals.).
 KX1025
 KX1025.The modeled gravity was interpolated from observed gravity values.
 KX1025
 KX1025;                    North         East    Units  Estimated Accuracy
 KX1025;SPC PA S     -   106,600.      460,100.      MT  (+/- 180 meters Scaled)
 KX1025
 KX1025                          SUPERSEDED SURVEY CONTROL
 KX1025
 KX1025  NGVD 29 (??/??/92)  348.611  (m)         1143.73   (f) ADJ UNCH    1 1
 KX1025
 KX1025.Superseded values are not recommended for survey control.
 KX1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1025.See file dsdata.txt to determine how the superseded data were derived.
 KX1025
 KX1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE364602(NAD 83)
 KX1025_MARKER: DD = SURVEY DISK
 KX1025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1025_SP_SET: STEPS
 KX1025_STAMPING: 1144-68 WDK 1962
 KX1025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1025
 KX1025  HISTORY     - Date     Condition        Report By
 KX1025  HISTORY     - 1962     MONUMENTED       USGS
 KX1025  HISTORY     - 1966     GOOD             NGS
 KX1025  HISTORY     - 1969     GOOD             NGS
 KX1025
 KX1025                          STATION DESCRIPTION
 KX1025
 KX1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX1025'2.4 MI SW FROM LATROBE.
 KX1025'2.4 MILES SOUTHWEST ALONG STATE HIGHWAY 981 FROM THE POST OFFICE
 KX1025'AT LATROBE, AT THE WESTMORELAND-LATROBE AIRPORT, ABOUT 0.1 MILE
 KX1025'NORTHEAST OF THE ADMINISTRATION BUILDING, SET IN THE TOP OF THE
 KX1025'NORTHWEST END OF THE TOP ONE OF FOUR STEPS LEADING TO A DOOR AT
 KX1025'THE BACK (SOUTHWEST) OF A LARGE CONCRETE BLOCK HANGER, 112 FEET
 KX1025'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH
 KX1025'HIGHWAY.
 KX1025
 KX1025                          STATION RECOVERY (1969)
 KX1025
 KX1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KX1025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE7858 ***********************************************************************
 AE7858  DESIGNATION -  6820
 AE7858  PID         -  AE7858
 AE7858  STATE/COUNTY-  PA/WESTMORELAND
 AE7858  USGS QUAD   -  IRWIN (1979)
 AE7858
 AE7858                         *CURRENT SURVEY CONTROL
 AE7858  ___________________________________________________________________
 AE7858* NAD 83(1992)-  40 17 59.70356(N)    079 40 17.68594(W)     ADJUSTED  
 AE7858* NAVD 88     -       336.7    (meters)    1105.     (feet)  GPS OBS   
 AE7858  ___________________________________________________________________
 AE7858  X           -     873,406.311 (meters)                     COMP
 AE7858  Y           -  -4,792,530.087 (meters)                     COMP
 AE7858  Z           -   4,103,636.640 (meters)                     COMP
 AE7858  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 AE7858  ELLIP HEIGHT-         303.52  (meters)          (08/10/01) GPS OBS
 AE7858  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 AE7858
 AE7858  HORZ ORDER  -  FIRST
 AE7858  ELLP ORDER  -  FOURTH    CLASS II
 AE7858
 AE7858.The horizontal coordinates were established by GPS observations
 AE7858.and adjusted by the National Geodetic Survey in March 1998..
 AE7858
 AE7858.The orthometric height was determined by GPS observations and a
 AE7858.high-resolution geoid model.
 AE7858
 AE7858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7858
 AE7858.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7858
 AE7858.The ellipsoidal height was determined by GPS observations
 AE7858.and is referenced to NAD 83.
 AE7858
 AE7858.The geoid height was determined by GEOID03.
 AE7858
 AE7858;                    North         East     Units Scale Factor Converg.
 AE7858;SPC PA S     -   109,101.641   436,648.020   MT  0.99996295   -1 14 48.1
 AE7858;SPC PA S     -   357,944.30  1,432,569.38   sFT  0.99996295   -1 14 48.1
 AE7858;UTM  17      - 4,461,892.598   612,897.599   MT  0.99975690   +0 51 33.5
 AE7858
 AE7858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7858!SPC PA S     -   0.99995239  x   0.99996295  =   0.99991534
 AE7858!UTM  17      -   0.99995239  x   0.99975690  =   0.99970930
 AE7858
 AE7858                          SUPERSEDED SURVEY CONTROL
 AE7858
 AE7858  ELLIP H (03/18/98)  303.53   (m)                       GP(       ) 3 1
 AE7858
 AE7858.Superseded values are not recommended for survey control.
 AE7858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7858.See file dsdata.txt to determine how the superseded data were derived.
 AE7858
 AE7858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE1289861893(NAD 83)
 AE7858_MARKER: DD = SURVEY DISK
 AE7858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7858_SP_SET: SET IN A CONCRETE MONUMENT
 AE7858_STAMPING: HARN 6820
 AE7858_MARK LOGO: PATUCO
 AE7858_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE7858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7858+STABILITY: SURFACE MOTION
 AE7858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7858+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7858
 AE7858  HISTORY     - Date     Condition        Report By
 AE7858  HISTORY     - 1997     MONUMENTED       NEILAN
 AE7858
 AE7858                          STATION DESCRIPTION
 AE7858
 AE7858'DESCRIBED BY THE NEILAN ENGINEERS INCORPORATED 1997 (TEK)
 AE7858'THE STATION IS LOCATED AT MILE 68.20 OF THE PA TURNPIKE, IN THE GRASS
 AE7858'AREA ON THE EAST SIDE OF THE HIGHWAY, IN A GRASS AREA BETWEEN TWO
 AE7858'PULL-OFF AREAS, BEHIND A GUARDRAIL WITH A 68.2 MP IN IT. THE STATION
 AE7858'IS 26.28 FT SW OF A REBAR AT THE TOP OF BANK, AND 23.10 FT NW OF
 AE7858'ANOTHER REBAR AT THE TOP OF BANK. TO REACH THE STATION FROM THE NEW
 AE7858'STANTON INTERCHANGE (EXIT 8), PROCEED WEST ON THE TURNPIKE FOR 6.8 MI
 AE7858'TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1668 ***********************************************************************
 KW1668  DESIGNATION -  683.3 USGS
 KW1668  PID         -  KW1668
 KW1668  STATE/COUNTY-  PA/SNYDER
 KW1668  USGS QUAD   -  MC CLURE (1978)
 KW1668
 KW1668                         *CURRENT SURVEY CONTROL
 KW1668  ___________________________________________________________________
 KW1668* NAD 83(1986)-  40 43 09.     (N)    077 16 44.     (W)     SCALED    
 KW1668* NAVD 88     -       211.355  (meters)     693.42   (feet)  ADJUSTED  
 KW1668  ___________________________________________________________________
 KW1668  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KW1668  DYNAMIC HT  -         211.253 (meters)     693.09  (feet)  COMP
 KW1668  MODELED GRAV-     980,138.0   (mgal)                       NAVD 88
 KW1668
 KW1668  VERT ORDER  -  SECOND    CLASS 0
 KW1668
 KW1668.The horizontal coordinates were scaled from a topographic map and have
 KW1668.an estimated accuracy of +/- 6 seconds.
 KW1668
 KW1668.The orthometric height was determined by differential leveling
 KW1668.and adjusted by the National Geodetic Survey in June 1991..
 KW1668
 KW1668.The geoid height was determined by GEOID03.
 KW1668
 KW1668.The dynamic height is computed by dividing the NAVD 88
 KW1668.geopotential number by the normal gravity value computed on the
 KW1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1668.degrees latitude (g = 980.6199 gals.).
 KW1668
 KW1668.The modeled gravity was interpolated from observed gravity values.
 KW1668
 KW1668;                    North         East    Units  Estimated Accuracy
 KW1668;SPC PA S     -   153,980.      639,800.      MT  (+/- 180 meters Scaled)
 KW1668
 KW1668                          SUPERSEDED SURVEY CONTROL
 KW1668
 KW1668  NGVD 29 (??/??/??)  211.578  (m)          694.15   (f) ADJUSTED    2 0
 KW1668
 KW1668.Superseded values are not recommended for survey control.
 KW1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1668.See file dsdata.txt to determine how the superseded data were derived.
 KW1668
 KW1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL075100(NAD 83)
 KW1668_MARKER: Q = CHISELED SQUARE
 KW1668_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1668_SP_SET: CULVERT
 KW1668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1668
 KW1668  HISTORY     - Date     Condition        Report By
 KW1668  HISTORY     - UNK      MONUMENTED       USGS
 KW1668  HISTORY     - 1934     GOOD             CGS
 KW1668  HISTORY     - 1966     MARK NOT FOUND   USGS
 KW1668
 KW1668                          STATION DESCRIPTION
 KW1668
 KW1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1668'0.5 MI S FROM RAUBS MILL.
 KW1668'0.5 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1668'STATION AT RAUBS MILL, AT A PRIVATE-ROAD CROSSING, AT THE
 KW1668'CONCRETE CULVERT, AND ON THE TOP OF THE SOUTHWEST CORNER.
 KW1668
 KW1668                          STATION RECOVERY (1966)
 KW1668
 KW1668'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KW1668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0466 ***********************************************************************
 MA0466  DESIGNATION -  69
 MA0466  PID         -  MA0466
 MA0466  STATE/COUNTY-  PA/ELK
 MA0466  USGS QUAD   -  SAINT MARYS (1981)
 MA0466
 MA0466                         *CURRENT SURVEY CONTROL
 MA0466  ___________________________________________________________________
 MA0466* NAD 83(1986)-  41 25 31.     (N)    078 33 52.     (W)     SCALED    
 MA0466* NAVD 88     -       503.579  (meters)    1652.16   (feet)  ADJUSTED  
 MA0466  ___________________________________________________________________
 MA0466  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 MA0466  DYNAMIC HT  -         503.354 (meters)    1651.42  (feet)  COMP
 MA0466  MODELED GRAV-     980,161.2   (mgal)                       NAVD 88
 MA0466
 MA0466  VERT ORDER  -  SECOND    CLASS 0
 MA0466
 MA0466.The horizontal coordinates were scaled from a topographic map and have
 MA0466.an estimated accuracy of +/- 6 seconds.
 MA0466
 MA0466.The orthometric height was determined by differential leveling
 MA0466.and adjusted by the National Geodetic Survey in June 1991..
 MA0466
 MA0466.The geoid height was determined by GEOID03.
 MA0466
 MA0466.The dynamic height is computed by dividing the NAVD 88
 MA0466.geopotential number by the normal gravity value computed on the
 MA0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0466.degrees latitude (g = 980.6199 gals.).
 MA0466
 MA0466.The modeled gravity was interpolated from observed gravity values.
 MA0466
 MA0466;                    North         East    Units  Estimated Accuracy
 MA0466;SPC PA N     -   140,090.      531,920.      MT  (+/- 180 meters Scaled)
 MA0466
 MA0466                          SUPERSEDED SURVEY CONTROL
 MA0466
 MA0466  NGVD 29 (??/??/92)  503.719  (m)         1652.62   (f) ADJ UNCH    2 0
 MA0466
 MA0466.Superseded values are not recommended for survey control.
 MA0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0466.See file dsdata.txt to determine how the superseded data were derived.
 MA0466
 MA0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF035888(NAD 83)
 MA0466_MARKER: Q = CHISELED SQUARE
 MA0466_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0466_SP_SET: CULVERT
 MA0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0466
 MA0466  HISTORY     - Date     Condition        Report By
 MA0466  HISTORY     - UNK      MONUMENTED       PRR
 MA0466  HISTORY     - 1934     GOOD             NGS
 MA0466  HISTORY     - 20040609 MARK NOT FOUND   USPSQD
 MA0466
 MA0466                          STATION DESCRIPTION
 MA0466
 MA0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0466'0.2 MI W FROM ST MARYS.
 MA0466'0.26 MILE WEST OF THE PENNSYLVANIA RAILROAD STATION 75 FEET EAST
 MA0466'OF THE MILL STREET CROSSING, AT A STONE CULVERT, IN THE TOP OF
 MA0466'THE SOUTH END, 18 FEET FROM THE CENTER LINE OF THE TRACK, AND
 MA0466'ABOUT 3 FEET LOWER THAN THE TOP OF THE TRAIL.  A CHISELED SQUARE,
 MA0466'MARKED B M 69.
 MA0466
 MA0466                          STATION RECOVERY (2004)
 MA0466
 MA0466'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0466'REPAIRS HAVE BEEN MADE TO THE SIDEWALK AND CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0303 ***********************************************************************
 KX0303  DESIGNATION -  69
 KX0303  PID         -  KX0303
 KX0303  STATE/COUNTY-  PA/BLAIR
 KX0303  USGS QUAD   -  ROARING SPRING (1987)
 KX0303
 KX0303                         *CURRENT SURVEY CONTROL
 KX0303  ___________________________________________________________________
 KX0303* NAD 83(1986)-  40 21 47.     (N)    078 25 42.     (W)     SCALED    
 KX0303* NAVD 88     -       310.266  (meters)    1017.93   (feet)  ADJUSTED  
 KX0303  ___________________________________________________________________
 KX0303  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KX0303  DYNAMIC HT  -         310.099 (meters)    1017.38  (feet)  COMP
 KX0303  MODELED GRAV-     980,080.1   (mgal)                       NAVD 88
 KX0303
 KX0303  VERT ORDER  -  SECOND    CLASS 0
 KX0303
 KX0303.The horizontal coordinates were scaled from a topographic map and have
 KX0303.an estimated accuracy of +/- 6 seconds.
 KX0303
 KX0303.The orthometric height was determined by differential leveling
 KX0303.and adjusted by the National Geodetic Survey in June 1991..
 KX0303
 KX0303.The geoid height was determined by GEOID03.
 KX0303
 KX0303.The dynamic height is computed by dividing the NAVD 88
 KX0303.geopotential number by the normal gravity value computed on the
 KX0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0303.degrees latitude (g = 980.6199 gals.).
 KX0303
 KX0303.The modeled gravity was interpolated from observed gravity values.
 KX0303
 KX0303;                    North         East    Units  Estimated Accuracy
 KX0303;SPC PA S     -   114,560.      542,390.      MT  (+/- 180 meters Scaled)
 KX0303
 KX0303                          SUPERSEDED SURVEY CONTROL
 KX0303
 KX0303  NGVD 29 (??/??/92)  310.421  (m)         1018.44   (f) ADJ UNCH    2 0
 KX0303
 KX0303.Superseded values are not recommended for survey control.
 KX0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0303.See file dsdata.txt to determine how the superseded data were derived.
 KX0303
 KX0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE183712(NAD 83)
 KX0303_MARKER: B = BOLT
 KX0303_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0303_SP_SET: ABUTMENT
 KX0303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0303
 KX0303  HISTORY     - Date     Condition        Report By
 KX0303  HISTORY     - UNK      MONUMENTED       PRR
 KX0303  HISTORY     - 1935     GOOD             NGS
 KX0303
 KX0303                          STATION DESCRIPTION
 KX0303
 KX0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0303'5.3 MI N FROM CLAYSBURG.
 KX0303'5.3 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0303'STATION AT CLAYSBURG, BLAIR COUNTY, AT BRIDGE 14.95 OVER THE
 KX0303'FRANKSTONE BRANCH OF JUNIATA RIVER, IN THE TOP OF THE SOUTH
 KX0303'ABUTMENT, AND 10 FEET WEST OF THE CENTER LINE OF THE TRACK.
 KX0303'AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0910 ***********************************************************************
 LZ0910  DESIGNATION -  69
 LZ0910  PID         -  LZ0910
 LZ0910  STATE/COUNTY-  PA/CLINTON
 LZ0910  USGS QUAD   -  JERSEY SHORE (1986)
 LZ0910
 LZ0910                         *CURRENT SURVEY CONTROL
 LZ0910  ___________________________________________________________________
 LZ0910* NAD 83(1986)-  41 09 53.     (N)    077 20 12.     (W)     SCALED    
 LZ0910* NAVD 88     -       170.872  (meters)     560.60   (feet)  ADJUSTED  
 LZ0910  ___________________________________________________________________
 LZ0910  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LZ0910  DYNAMIC HT  -         170.795 (meters)     560.35  (feet)  COMP
 LZ0910  MODELED GRAV-     980,170.2   (mgal)                       NAVD 88
 LZ0910
 LZ0910  VERT ORDER  -  FIRST     CLASS II
 LZ0910
 LZ0910.The horizontal coordinates were scaled from a topographic map and have
 LZ0910.an estimated accuracy of +/- 6 seconds.
 LZ0910
 LZ0910.The orthometric height was determined by differential leveling
 LZ0910.and adjusted by the National Geodetic Survey in June 1991..
 LZ0910
 LZ0910.The geoid height was determined by GEOID03.
 LZ0910
 LZ0910.The dynamic height is computed by dividing the NAVD 88
 LZ0910.geopotential number by the normal gravity value computed on the
 LZ0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0910.degrees latitude (g = 980.6199 gals.).
 LZ0910
 LZ0910.The modeled gravity was interpolated from observed gravity values.
 LZ0910
 LZ0910;                    North         East    Units  Estimated Accuracy
 LZ0910;SPC PA N     -   110,920.      634,690.      MT  (+/- 180 meters Scaled)
 LZ0910
 LZ0910                          SUPERSEDED SURVEY CONTROL
 LZ0910
 LZ0910  NGVD 29 (??/??/92)  171.074  (m)          561.27   (f) ADJ UNCH    1 2
 LZ0910
 LZ0910.Superseded values are not recommended for survey control.
 LZ0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0910.See file dsdata.txt to determine how the superseded data were derived.
 LZ0910
 LZ0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL039596(NAD 83)
 LZ0910_MARKER: Z = SEE DESCRIPTION
 LZ0910_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0910_SP_SET: BRIDGE
 LZ0910_STAMPING: B M 69
 LZ0910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0910
 LZ0910  HISTORY     - Date     Condition        Report By
 LZ0910  HISTORY     - UNK      MONUMENTED       PRR
 LZ0910  HISTORY     - 1934     GOOD             NGS
 LZ0910  HISTORY     - 1942     GOOD             NGS
 LZ0910
 LZ0910                          STATION DESCRIPTION
 LZ0910
 LZ0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0910'1.3 MI W FROM PINE.
 LZ0910'1.3 MILES WEST ALONG PENNSYLVANIA RAILROAD FROM THE STATION
 LZ0910'AT PINE, CLINTON COUNTY, AT THE OVERHEAD CROSSING OF THE NEW
 LZ0910'YORK CENTRAL RAILROAD, AT BRIDGE 229.49, AT THE RETAINING WALL ON
 LZ0910'THE SOUTH SIDE OF THE P.R.R. EAST-BOUND TRACK, AND UNDER THE
 LZ0910'RAIL OF THE N.Y.C.R.R. TRACK.  A CHISELED STONE SHELF, MARKED
 LZ0910'B M 69.
 LZ0910
 LZ0910                          STATION RECOVERY (1942)
 LZ0910
 LZ0910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 LZ0910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1315 ***********************************************************************
 KX1315  DESIGNATION -  69 A
 KX1315  PID         -  KX1315
 KX1315  STATE/COUNTY-  PA/ALLEGHENY
 KX1315  USGS QUAD   -  GLASSPORT (1988)
 KX1315
 KX1315                         *CURRENT SURVEY CONTROL
 KX1315  ___________________________________________________________________
 KX1315* NAD 83(1986)-  40 19 33.     (N)    079 53 56.     (W)     SCALED    
 KX1315* NAVD 88     -       228.505  (meters)     749.69   (feet)  ADJUSTED  
 KX1315  ___________________________________________________________________
 KX1315  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 KX1315  DYNAMIC HT  -         228.385 (meters)     749.29  (feet)  COMP
 KX1315  MODELED GRAV-     980,097.1   (mgal)                       NAVD 88
 KX1315
 KX1315  VERT ORDER  -  FIRST     CLASS II
 KX1315
 KX1315.The horizontal coordinates were scaled from a topographic map and have
 KX1315.an estimated accuracy of +/- 6 seconds.
 KX1315
 KX1315.The orthometric height was determined by differential leveling
 KX1315.and adjusted by the National Geodetic Survey in June 1991..
 KX1315
 KX1315.The geoid height was determined by GEOID03.
 KX1315
 KX1315.The dynamic height is computed by dividing the NAVD 88
 KX1315.geopotential number by the normal gravity value computed on the
 KX1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1315.degrees latitude (g = 980.6199 gals.).
 KX1315
 KX1315.The modeled gravity was interpolated from observed gravity values.
 KX1315
 KX1315;                    North         East    Units  Estimated Accuracy
 KX1315;SPC PA S     -   112,420.      417,400.      MT  (+/- 180 meters Scaled)
 KX1315
 KX1315                          SUPERSEDED SURVEY CONTROL
 KX1315
 KX1315  NGVD 29 (??/??/92)  228.676  (m)          750.25   (f) ADJ UNCH    1 2
 KX1315
 KX1315.Superseded values are not recommended for survey control.
 KX1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1315.See file dsdata.txt to determine how the superseded data were derived.
 KX1315
 KX1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE935645(NAD 83)
 KX1315_MARKER: DD = SURVEY DISK
 KX1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1315_STAMPING: 69 A
 KX1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1315+STABILITY: SURFACE MOTION
 KX1315
 KX1315  HISTORY     - Date     Condition        Report By
 KX1315  HISTORY     - UNK      MONUMENTED       DOD
 KX1315  HISTORY     - 1956     GOOD             NGS
 KX1315  HISTORY     - 1983     MARK NOT FOUND   NGS
 KX1315
 KX1315                          STATION DESCRIPTION
 KX1315
 KX1315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KX1315'2.8 MI NW FROM DRAVOSBURG.
 KX1315'2.8 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1315'STATION AT CLAIRTON, 2,420 FEET NORTH OF THE NORTH END OF THE
 KX1315'BRIDGE OVER STATE HIGHWAY 837, MIDWAY BETWEEN THE TRACKS,
 KX1315'394 FEET SOUTH OF A SILVER-PAINTED SIGNAL BOX ON THE WEST SIDE
 KX1315'OF THE TRACK, 57 FEET NORTHWEST OF A POLE ON THE EAST SIDE OF THE
 KX1315'HIGHWAY WITH A METAL TAG D.L.CO. 1411 G, AND 111 FEET SOUTHWEST
 KX1315'OF A SIMILAR POLE WITH THE TAG D.L.CO. 1410 G.  A CORPS OF
 KX1315'ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED 69 A AND SET IN
 KX1315'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KX1315
 KX1315                          STATION RECOVERY (1983)
 KX1315
 KX1315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1315'NOT RECOVERED, THE DESCRIPTION IS INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2674 ***********************************************************************
 KW2674  DESIGNATION -  696.48 PADH
 KW2674  PID         -  KW2674
 KW2674  STATE/COUNTY-  PA/FRANKLIN
 KW2674  USGS QUAD   -  SHIPPENSBURG (1973)
 KW2674
 KW2674                         *CURRENT SURVEY CONTROL
 KW2674  ___________________________________________________________________
 KW2674* NAD 83(1986)-  40 01 48.     (N)    077 31 28.     (W)     SCALED    
 KW2674* NAVD 88     -       212.073  (meters)     695.78   (feet)  ADJUSTED  
 KW2674  ___________________________________________________________________
 KW2674  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 KW2674  DYNAMIC HT  -         211.953 (meters)     695.38  (feet)  COMP
 KW2674  MODELED GRAV-     980,052.6   (mgal)                       NAVD 88
 KW2674
 KW2674  VERT ORDER  -  FIRST     CLASS II
 KW2674
 KW2674.The horizontal coordinates were scaled from a topographic map and have
 KW2674.an estimated accuracy of +/- 6 seconds.
 KW2674
 KW2674.The orthometric height was determined by differential leveling
 KW2674.and adjusted by the National Geodetic Survey in June 1991..
 KW2674
 KW2674.The geoid height was determined by GEOID03.
 KW2674
 KW2674.The dynamic height is computed by dividing the NAVD 88
 KW2674.geopotential number by the normal gravity value computed on the
 KW2674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2674.degrees latitude (g = 980.6199 gals.).
 KW2674
 KW2674.The modeled gravity was interpolated from observed gravity values.
 KW2674
 KW2674;                    North         East    Units  Estimated Accuracy
 KW2674;SPC PA S     -    77,380.      619,250.      MT  (+/- 180 meters Scaled)
 KW2674
 KW2674                          SUPERSEDED SURVEY CONTROL
 KW2674
 KW2674.No superseded survey control is available for this station.
 KW2674
 KW2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK845341(NAD 83)
 KW2674_MARKER: DD = SURVEY DISK
 KW2674_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KW2674_SP_SET: ABUTMENT
 KW2674_STAMPING: 696.48
 KW2674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2674+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2006
 KW2674
 KW2674  HISTORY     - Date     Condition        Report By
 KW2674  HISTORY     - UNK      MONUMENTED       PADH
 KW2674  HISTORY     - 1979     GOOD             NGS
 KW2674  HISTORY     - 20060402 GOOD             GEOCAC
 KW2674
 KW2674                          STATION DESCRIPTION
 KW2674
 KW2674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KW2674'1.55 MI SOUTH FROM SHIPPENSBURG.
 KW2674'1.55 MILES SOUTH ALONG STATE HIGHWAY 696 FROM THE JUNCTION OF STATE
 KW2674'HIGHWAY 696 AND US HIGHWAY 11 IN SHIPPENSBURG TO THE MARK ON THE LEFT,
 KW2674'SET IN THE WEST ABUTMENT OF A BRIDGE OVER A CREEK, 41.5 FEET SOUTHEAST
 KW2674'OF THE CENTER LINE OF THE HIGHWAY, AND 13 FEET SOUTHWEST OF THE CENTER
 KW2674'LINE OF A DRIVEWAY TO A LARGE WHITE BRICK HOUSE.
 KW2674'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 KW2674
 KW2674                          STATION RECOVERY (2006)
 KW2674
 KW2674'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1262 ***********************************************************************
 LZ1262  DESIGNATION -  7
 LZ1262  PID         -  LZ1262
 LZ1262  STATE/COUNTY-  PA/CLINTON
 LZ1262  USGS QUAD   -  RENOVO WEST (1986)
 LZ1262
 LZ1262                         *CURRENT SURVEY CONTROL
 LZ1262  ___________________________________________________________________
 LZ1262* NAD 83(1986)-  41 18 00.     (N)    077 50 25.     (W)     SCALED    
 LZ1262* NAVD 88     -       208.667  (meters)     684.60   (feet)  ADJUSTED  
 LZ1262  ___________________________________________________________________
 LZ1262  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 LZ1262  DYNAMIC HT  -         208.575 (meters)     684.30  (feet)  COMP
 LZ1262  MODELED GRAV-     980,180.6   (mgal)                       NAVD 88
 LZ1262
 LZ1262  VERT ORDER  -  SECOND    CLASS 0
 LZ1262
 LZ1262.The horizontal coordinates were scaled from a topographic map and have
 LZ1262.an estimated accuracy of +/- 6 seconds.
 LZ1262
 LZ1262.The orthometric height was determined by differential leveling
 LZ1262.and adjusted by the National Geodetic Survey in June 1991..
 LZ1262
 LZ1262.The geoid height was determined by GEOID03.
 LZ1262
 LZ1262.The dynamic height is computed by dividing the NAVD 88
 LZ1262.geopotential number by the normal gravity value computed on the
 LZ1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1262.degrees latitude (g = 980.6199 gals.).
 LZ1262
 LZ1262.The modeled gravity was interpolated from observed gravity values.
 LZ1262
 LZ1262;                    North         East    Units  Estimated Accuracy
 LZ1262;SPC PA N     -   125,870.      592,440.      MT  (+/- 180 meters Scaled)
 LZ1262
 LZ1262                          SUPERSEDED SURVEY CONTROL
 LZ1262
 LZ1262  NGVD 29 (??/??/92)  208.852  (m)          685.21   (f) ADJ UNCH    2 0
 LZ1262
 LZ1262.Superseded values are not recommended for survey control.
 LZ1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1262.See file dsdata.txt to determine how the superseded data were derived.
 LZ1262
 LZ1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL622759(NAD 83)
 LZ1262_MARKER: R = RIVET
 LZ1262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1262_SP_SET: BRIDGE SEAT
 LZ1262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1262
 LZ1262  HISTORY     - Date     Condition        Report By
 LZ1262  HISTORY     - UNK      MONUMENTED       PRR
 LZ1262  HISTORY     - 1934     GOOD             NGS
 LZ1262
 LZ1262                          STATION DESCRIPTION
 LZ1262
 LZ1262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1262'6 MI W FROM RENOVO.
 LZ1262'ABOUT 6.0 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM RENOVO,
 LZ1262'CLINTON COUNTY, ABOUT 853 FEET WEST OF THE STATION AT WESTPORT,
 LZ1262'AT BRIDGE 189.23 OVER KETTLE CREEK, IN THE TOP OF THE SOUTH END
 LZ1262'OF THE WEST BRIDGE SEAT, 15 FEET SOUTH OF THE CENTER LINE OF THE
 LZ1262'EAST-BOUND TRACK, AND ABOUT 5-1/4 FEET LOWER THAN THE TOP OF THE
 LZ1262'RAIL.  A COPPER RIVET, MARKED BY THE CHISELED LETTERS BM 7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0947 ***********************************************************************
 KX0947  DESIGNATION -  7
 KX0947  PID         -  KX0947
 KX0947  STATE/COUNTY-  PA/CLARION
 KX0947  USGS QUAD   -  TEMPLETON (1993)
 KX0947
 KX0947                         *CURRENT SURVEY CONTROL
 KX0947  ___________________________________________________________________
 KX0947* NAD 83(1986)-  40 59 46.     (N)    079 29 22.     (W)     SCALED    
 KX0947* NAVD 88     -       276.899  (meters)     908.46   (feet)  ADJUSTED  
 KX0947  ___________________________________________________________________
 KX0947  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KX0947  DYNAMIC HT  -         276.764 (meters)     908.02  (feet)  COMP
 KX0947  MODELED GRAV-     980,131.9   (mgal)                       NAVD 88
 KX0947
 KX0947  VERT ORDER  -  SECOND    CLASS 0
 KX0947
 KX0947.The horizontal coordinates were scaled from a topographic map and have
 KX0947.an estimated accuracy of +/- 6 seconds.
 KX0947
 KX0947.The orthometric height was determined by differential leveling
 KX0947.and adjusted by the National Geodetic Survey in June 1991..
 KX0947
 KX0947.The geoid height was determined by GEOID03.
 KX0947
 KX0947.The dynamic height is computed by dividing the NAVD 88
 KX0947.geopotential number by the normal gravity value computed on the
 KX0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0947.degrees latitude (g = 980.6199 gals.).
 KX0947
 KX0947.The modeled gravity was interpolated from observed gravity values.
 KX0947
 KX0947;                    North         East    Units  Estimated Accuracy
 KX0947;SPC PA N     -    93,580.      453,660.      MT  (+/- 180 meters Scaled)
 KX0947
 KX0947                          SUPERSEDED SURVEY CONTROL
 KX0947
 KX0947  NGVD 29 (??/??/92)  277.067  (m)          909.01   (f) ADJ UNCH    2 0
 KX0947
 KX0947.Superseded values are not recommended for survey control.
 KX0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0947.See file dsdata.txt to determine how the superseded data were derived.
 KX0947
 KX0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF270394(NAD 83)
 KX0947_MARKER: Z = SEE DESCRIPTION
 KX0947_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0947_SP_SET: PARAPET WALL
 KX0947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0947
 KX0947  HISTORY     - Date     Condition        Report By
 KX0947  HISTORY     - UNK      MONUMENTED       CGS
 KX0947  HISTORY     - 1935     GOOD             NGS
 KX0947
 KX0947                          STATION DESCRIPTION
 KX0947
 KX0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0947'AT LAWSONHAM.
 KX0947'AT LAWSONHAM, CLARION COUNTY, ABOUT 130 FEET EAST OF THE
 KX0947'PENNSYLVANIA RAILROAD STATION, AT A 35-FOOT MASONRY ARCH BRIDGE
 KX0947'OVER A CREEK, IN THE TOP OF THE SOUTH PARAPET WALL, 8 FEET EAST
 KX0947'OF THE WEST END, 27 FEET SOUTH OF THE CENTER LINE OF THE MAIN
 KX0947'TRACK, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.  A COPPER
 KX0947'PLUG, MARKED B.M. 7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0837 ***********************************************************************
 KX0837  DESIGNATION -  7 94
 KX0837  PID         -  KX0837
 KX0837  STATE/COUNTY-  PA/INDIANA
 KX0837  USGS QUAD   -  AVONMORE (1998)
 KX0837
 KX0837                         *CURRENT SURVEY CONTROL
 KX0837  ___________________________________________________________________
 KX0837* NAD 83(1986)-  40 32 13.     (N)    079 22 34.     (W)     SCALED    
 KX0837* NAVD 88     -       280.589  (meters)     920.57   (feet)  ADJUSTED  
 KX0837  ___________________________________________________________________
 KX0837  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KX0837  DYNAMIC HT  -         280.442 (meters)     920.08  (feet)  COMP
 KX0837  MODELED GRAV-     980,094.4   (mgal)                       NAVD 88
 KX0837
 KX0837  VERT ORDER  -  FIRST     CLASS II
 KX0837
 KX0837.The horizontal coordinates were scaled from a topographic map and have
 KX0837.an estimated accuracy of +/- 6 seconds.
 KX0837
 KX0837.The orthometric height was determined by differential leveling
 KX0837.and adjusted by the National Geodetic Survey in June 1991..
 KX0837
 KX0837.The geoid height was determined by GEOID03.
 KX0837
 KX0837.The dynamic height is computed by dividing the NAVD 88
 KX0837.geopotential number by the normal gravity value computed on the
 KX0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0837.degrees latitude (g = 980.6199 gals.).
 KX0837
 KX0837.The modeled gravity was interpolated from observed gravity values.
 KX0837
 KX0837;                    North         East    Units  Estimated Accuracy
 KX0837;SPC PA S     -   134,910.      462,250.      MT  (+/- 180 meters Scaled)
 KX0837
 KX0837                          SUPERSEDED SURVEY CONTROL
 KX0837
 KX0837  NGVD 29 (??/??/92)  280.762  (m)          921.13   (f) ADJ UNCH    1 2
 KX0837
 KX0837.Superseded values are not recommended for survey control.
 KX0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0837.See file dsdata.txt to determine how the superseded data were derived.
 KX0837
 KX0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE375886(NAD 83)
 KX0837_MARKER: Z = SEE DESCRIPTION
 KX0837_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0837_SP_SET: BRIDGE
 KX0837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0837
 KX0837  HISTORY     - Date     Condition        Report By
 KX0837  HISTORY     - UNK      MONUMENTED       PADT
 KX0837  HISTORY     - 1941     GOOD             NGS
 KX0837
 KX0837                          STATION DESCRIPTION
 KX0837
 KX0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX0837'AT CLARKSBURG.
 KX0837'AT THE NORTHEAST EDGE OF CLARKSBURG, INDIANA COUNTY, 153 FEET
 KX0837'FROM THE JUNCTION OF STATE HIGHWAYS 80 AND 844, 32 FEET WEST
 KX0837'OF THE NORTH END OF THE CLARKSBURG MOTOR CO. GARAGE, IN THE
 KX0837'WEST WALL OF HIGHWAY BRIDGE 7-94, 2.3 FEET NORTH OF THE SOUTH
 KX0837'END OF THE WALL, AND 1.3 FEET ABOVE THE BRIDGE FLOOR.  A PENNSYLVANIA
 KX0837'DEPARTMENT OF HIGHWAYS STANDARD DISK, SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1873 ***********************************************************************
 KV1873  DESIGNATION -  7 PRR
 KV1873  PID         -  KV1873
 KV1873  STATE/COUNTY-  PA/MONTGOMERY
 KV1873  USGS QUAD   -  NORRISTOWN (1992)
 KV1873
 KV1873                         *CURRENT SURVEY CONTROL
 KV1873  ___________________________________________________________________
 KV1873* NAD 83(1986)-  40 06 15.     (N)    075 19 15.     (W)     SCALED    
 KV1873* NAVD 88     -        35.125  (meters)     115.24   (feet)  ADJUSTED  
 KV1873  ___________________________________________________________________
 KV1873  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 KV1873  DYNAMIC HT  -          35.108 (meters)     115.18  (feet)  COMP
 KV1873  MODELED GRAV-     980,160.4   (mgal)                       NAVD 88
 KV1873
 KV1873  VERT ORDER  -  SECOND    CLASS 0
 KV1873
 KV1873.The horizontal coordinates were scaled from a topographic map and have
 KV1873.an estimated accuracy of +/- 6 seconds.
 KV1873
 KV1873.The orthometric height was determined by differential leveling
 KV1873.and adjusted by the National Geodetic Survey in June 1991..
 KV1873
 KV1873.The geoid height was determined by GEOID03.
 KV1873
 KV1873.The dynamic height is computed by dividing the NAVD 88
 KV1873.geopotential number by the normal gravity value computed on the
 KV1873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1873.degrees latitude (g = 980.6199 gals.).
 KV1873
 KV1873.The modeled gravity was interpolated from observed gravity values.
 KV1873
 KV1873;                    North         East    Units  Estimated Accuracy
 KV1873;SPC PA S     -    88,440.      807,090.      MT  (+/- 180 meters Scaled)
 KV1873
 KV1873                          SUPERSEDED SURVEY CONTROL
 KV1873
 KV1873  NGVD 29 (??/??/??)   35.439  (m)          116.27   (f) ADJUSTED    2 0
 KV1873
 KV1873.Superseded values are not recommended for survey control.
 KV1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1873.See file dsdata.txt to determine how the superseded data were derived.
 KV1873
 KV1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK726393(NAD 83)
 KV1873_MARKER: B = BOLT
 KV1873_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1873_SP_SET: BRIDGE
 KV1873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1873
 KV1873  HISTORY     - Date     Condition        Report By
 KV1873  HISTORY     - UNK      MONUMENTED       PRR
 KV1873  HISTORY     - 1935     GOOD             CGS
 KV1873  HISTORY     - 1962     GOOD             AEROS
 KV1873
 KV1873                          STATION DESCRIPTION
 KV1873
 KV1873'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1873'AT NORRISTOWN.
 KV1873'AT NORRISTOWN, MONTGOMERY COUNTY, ON THE PENNSYLVANIA RAILROAD
 KV1873'FREIGHT LINE, AT THE CROSSING OF AN ELECTRIC RAILROAD, AT
 KV1873'BRIDGE 15.12, AND IN THE TOP OF THE SOUTHWEST CORNER OF THE
 KV1873'BRIDGE.  A COPPER BOLT.
 KV1873
 KV1873                          STATION RECOVERY (1962)
 KV1873
 KV1873'RECOVERY NOTE BY AERO SERVICE CORPORATION 1962
 KV1873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0056 ***********************************************************************
 KX0056  DESIGNATION -  7 SDP
 KX0056  PID         -  KX0056
 KX0056  STATE/COUNTY-  PA/BLAIR
 KX0056  USGS QUAD   -  ALTOONA (1993)
 KX0056
 KX0056                         *CURRENT SURVEY CONTROL
 KX0056  ___________________________________________________________________
 KX0056* NAD 83(1986)-  40 32 44.     (N)    078 22 32.     (W)     SCALED    
 KX0056* NAVD 88     -       339.632  (meters)    1114.28   (feet)  ADJUSTED  
 KX0056  ___________________________________________________________________
 KX0056  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KX0056  DYNAMIC HT  -         339.454 (meters)    1113.69  (feet)  COMP
 KX0056  MODELED GRAV-     980,090.0   (mgal)                       NAVD 88
 KX0056
 KX0056  VERT ORDER  -  FIRST     CLASS I
 KX0056
 KX0056.The horizontal coordinates were scaled from a topographic map and have
 KX0056.an estimated accuracy of +/- 6 seconds.
 KX0056
 KX0056.The orthometric height was determined by differential leveling
 KX0056.and adjusted by the National Geodetic Survey in June 1991..
 KX0056
 KX0056.The geoid height was determined by GEOID03.
 KX0056
 KX0056.The dynamic height is computed by dividing the NAVD 88
 KX0056.geopotential number by the normal gravity value computed on the
 KX0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0056.degrees latitude (g = 980.6199 gals.).
 KX0056
 KX0056.The modeled gravity was interpolated from observed gravity values.
 KX0056
 KX0056;                    North         East    Units  Estimated Accuracy
 KX0056;SPC PA S     -   134,790.      547,010.      MT  (+/- 180 meters Scaled)
 KX0056
 KX0056                          SUPERSEDED SURVEY CONTROL
 KX0056
 KX0056  NGVD 29 (??/??/92)  339.789  (m)         1114.79   (f) ADJ UNCH    1 1
 KX0056
 KX0056.Superseded values are not recommended for survey control.
 KX0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0056.See file dsdata.txt to determine how the superseded data were derived.
 KX0056
 KX0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE222916(NAD 83)
 KX0056_MARKER: DD = SURVEY DISK
 KX0056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0056_SP_SET: CULVERT
 KX0056_STAMPING: 7 SDP 1115 1962
 KX0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0056
 KX0056  HISTORY     - Date     Condition        Report By
 KX0056  HISTORY     - 1962     MONUMENTED       USGS
 KX0056  HISTORY     - 1966     GOOD             NGS
 KX0056
 KX0056                          STATION DESCRIPTION
 KX0056
 KX0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0056'1.9 MI NE FROM ALTOONA.
 KX0056'ABOUT 1.9 MILES NORTHEAST ALONG CHESTNUT AND 4TH AVENUE FROM THE
 KX0056'JUNCTION OF 4TH STREET AT ALTOONA, 102 YARDS SOUTHWEST OF THE
 KX0056'SOUTHWEST CURB OF 14TH STREET, SET ON THE TOP OF THE NORTHEAST
 KX0056'END OF THE NORTHWEST CONCRETE HEAD WALL FOR A 10-FOOT ARCHED
 KX0056'CULVERT UNDER 4TH AVENUE, BETWEEN 13TH AND 14TH STREET, 8.5 FEET
 KX0056'NORTHWEST OF THE NORTWEST CURB OF 4TH AVENUE AND 1 1/2 FEET
 KX0056'ABOVE THE LEVEL OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0754 ***********************************************************************
 JU0754  DESIGNATION -  7 USE
 JU0754  PID         -  JU0754
 JU0754  STATE/COUNTY-  PA/PHILADELPHIA
 JU0754  USGS QUAD   -  WOODBURY (1995)
 JU0754
 JU0754                         *CURRENT SURVEY CONTROL
 JU0754  ___________________________________________________________________
 JU0754* NAD 83(1986)-  39 52 29.     (N)    075 12 40.     (W)     SCALED    
 JU0754* NAVD 88     -         2.386  (meters)       7.83   (feet)  ADJUSTED  
 JU0754  ___________________________________________________________________
 JU0754  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU0754  DYNAMIC HT  -           2.385 (meters)       7.82  (feet)  COMP
 JU0754  MODELED GRAV-     980,180.6   (mgal)                       NAVD 88
 JU0754
 JU0754  VERT ORDER  -  FIRST     CLASS II
 JU0754
 JU0754.The horizontal coordinates were scaled from a topographic map and have
 JU0754.an estimated accuracy of +/- 6 seconds.
 JU0754
 JU0754.The orthometric height was determined by differential leveling
 JU0754.and adjusted by the National Geodetic Survey in June 1991..
 JU0754.WARNING-Repeat measurements at this control monument indicate possible
 JU0754.vertical movement.
 JU0754
 JU0754.The geoid height was determined by GEOID03.
 JU0754
 JU0754.The dynamic height is computed by dividing the NAVD 88
 JU0754.geopotential number by the normal gravity value computed on the
 JU0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0754.degrees latitude (g = 980.6199 gals.).
 JU0754
 JU0754.The modeled gravity was interpolated from observed gravity values.
 JU0754
 JU0754;                    North         East    Units  Estimated Accuracy
 JU0754;SPC PA S     -    63,240.      817,170.      MT  (+/- 180 meters Scaled)
 JU0754
 JU0754                          SUPERSEDED SURVEY CONTROL
 JU0754
 JU0754  NGVD 29 (??/??/??)    2.695  (m)            8.84   (f) ADJUSTED    1 2
 JU0754
 JU0754.Superseded values are not recommended for survey control.
 JU0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0754.See file dsdata.txt to determine how the superseded data were derived.
 JU0754
 JU0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK819138(NAD 83)
 JU0754_MARKER: Z = SEE DESCRIPTION
 JU0754_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0754_SP_SET: MASONRY PINTLE
 JU0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0754
 JU0754  HISTORY     - Date     Condition        Report By
 JU0754  HISTORY     - UNK      MONUMENTED       DOD
 JU0754  HISTORY     - 1957     GOOD             CGS
 JU0754  HISTORY     - 1963     GOOD             CGS
 JU0754
 JU0754                          STATION DESCRIPTION
 JU0754
 JU0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JU0754'IN PHILADELPHIA.
 JU0754'AT PHILADELPHIA, PHILADELPHIA COUNTY, AT FORT MIFFLIN, ON THE
 JU0754'U.S. ARMY RESERVATION, 0.1 MILE SOUTH OF STOREHOUSE NO. 1, BEHIND
 JU0754'THE SITE OF THE OLD BELL TOWER, AT THE CENTER OF AN OLD MASONRY
 JU0754'EMPLACEMENT, AND ON THE TOP OF THE NORTH PINTLE.  A SMALL CROSS.
 JU0754
 JU0754                          STATION RECOVERY (1963)
 JU0754
 JU0754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JU0754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0081 ***********************************************************************
 JV0081  DESIGNATION -  7 W USGS
 JV0081  PID         -  JV0081
 JV0081  STATE/COUNTY-  PA/LANCASTER
 JV0081  USGS QUAD   -  CONESTOGA (1990)
 JV0081
 JV0081                         *CURRENT SURVEY CONTROL
 JV0081  ___________________________________________________________________
 JV0081* NAD 83(1986)-  39 53 18.     (N)    076 22 01.     (W)     SCALED    
 JV0081* NAVD 88     -        57.989  (meters)     190.25   (feet)  POSTED    
 JV0081  ___________________________________________________________________
 JV0081  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 JV0081  DYNAMIC HT  -          57.960 (meters)     190.16  (feet)  COMP
 JV0081  MODELED GRAV-     980,133.0   (mgal)                       NAVD 88
 JV0081
 JV0081  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JV0081
 JV0081.The horizontal coordinates were scaled from a topographic map and have
 JV0081.an estimated accuracy of +/- 6 seconds.
 JV0081
 JV0081.The orthometric height was determined by differential leveling
 JV0081.and adjusted by the National Geodetic Survey in 1992..
 JV0081.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JV0081.rate of 1.1 thru 2.0 mm/km.
 JV0081
 JV0081.The geoid height was determined by GEOID03.
 JV0081
 JV0081.The dynamic height is computed by dividing the NAVD 88
 JV0081.geopotential number by the normal gravity value computed on the
 JV0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0081.degrees latitude (g = 980.6199 gals.).
 JV0081
 JV0081.The modeled gravity was interpolated from observed gravity values.
 JV0081
 JV0081;                    North         East    Units  Estimated Accuracy
 JV0081;SPC PA S     -    62,550.      718,290.      MT  (+/- 180 meters Scaled)
 JV0081
 JV0081                          SUPERSEDED SURVEY CONTROL
 JV0081
 JV0081  NGVD 29 (??/??/??)   58.256  (m)          191.13   (f) ADJUSTED    1 2
 JV0081
 JV0081.Superseded values are not recommended for survey control.
 JV0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0081.See file dsdata.txt to determine how the superseded data were derived.
 JV0081
 JV0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK831162(NAD 83)
 JV0081_MARKER: DD = SURVEY DISK
 JV0081_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JV0081_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JV0081_STAMPING: 191 NO 7 W 1926
 JV0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV0081
 JV0081  HISTORY     - Date     Condition        Report By
 JV0081  HISTORY     - 1926     MONUMENTED       USGS
 JV0081  HISTORY     - 1955     GOOD             CGS
 JV0081
 JV0081                          STATION DESCRIPTION
 JV0081
 JV0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JV0081'3 MI SE FROM SAFE HARBOR.
 JV0081'ABOUT 3.05 MILES SOUTHEAST AND SOUTH ALONG THE PENNSYLVANIA
 JV0081'RAILROAD FROM NORTHEAST END OF DAM ACROSS SUSQUEHANNA RIVER
 JV0081'AT SAFE HARBOR, ABOUT 0.1 MILE NORTH OF MILE POST 30, IN THE
 JV0081'TOP OF NORTH END OF WEST HEAD WALL WITH IRON PIPE RAILING OF
 JV0081'4-ARCH CONCRETE BRIDGE OVER PEQUEA CREEK, 6 FEET WEST OF WEST
 JV0081'RAIL AND ABOUT LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0301 ***********************************************************************
 KX0301  DESIGNATION -  70
 KX0301  PID         -  KX0301
 KX0301  STATE/COUNTY-  PA/BLAIR
 KX0301  USGS QUAD   -  ROARING SPRING (1987)
 KX0301
 KX0301                         *CURRENT SURVEY CONTROL
 KX0301  ___________________________________________________________________
 KX0301* NAD 83(1986)-  40 21 53.     (N)    078 25 35.     (W)     SCALED    
 KX0301* NAVD 88     -       310.060  (meters)    1017.26   (feet)  ADJUSTED  
 KX0301  ___________________________________________________________________
 KX0301  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KX0301  DYNAMIC HT  -         309.894 (meters)    1016.71  (feet)  COMP
 KX0301  MODELED GRAV-     980,080.7   (mgal)                       NAVD 88
 KX0301
 KX0301  VERT ORDER  -  SECOND    CLASS 0
 KX0301
 KX0301.The horizontal coordinates were scaled from a topographic map and have
 KX0301.an estimated accuracy of +/- 6 seconds.
 KX0301
 KX0301.The orthometric height was determined by differential leveling
 KX0301.and adjusted by the National Geodetic Survey in June 1991..
 KX0301
 KX0301.The geoid height was determined by GEOID03.
 KX0301
 KX0301.The dynamic height is computed by dividing the NAVD 88
 KX0301.geopotential number by the normal gravity value computed on the
 KX0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0301.degrees latitude (g = 980.6199 gals.).
 KX0301
 KX0301.The modeled gravity was interpolated from observed gravity values.
 KX0301
 KX0301;                    North         East    Units  Estimated Accuracy
 KX0301;SPC PA S     -   114,740.      542,550.      MT  (+/- 180 meters Scaled)
 KX0301
 KX0301                          SUPERSEDED SURVEY CONTROL
 KX0301
 KX0301  NGVD 29 (??/??/92)  310.215  (m)         1017.76   (f) ADJ UNCH    2 0
 KX0301
 KX0301.Superseded values are not recommended for survey control.
 KX0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0301.See file dsdata.txt to determine how the superseded data were derived.
 KX0301
 KX0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE185714(NAD 83)
 KX0301_MARKER: Q = CHISELED SQUARE
 KX0301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0301_SP_SET: BRIDGE
 KX0301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0301
 KX0301  HISTORY     - Date     Condition        Report By
 KX0301  HISTORY     - UNK      MONUMENTED       PRR
 KX0301  HISTORY     - 1935     GOOD             NGS
 KX0301
 KX0301                          STATION DESCRIPTION
 KX0301
 KX0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0301'5.4 MI N FROM CLAYSBURG.
 KX0301'5.4 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0301'STATION AT CLAYSBURG, BLAIR COUNTY, THE NORTH ABUTMENT OF THE
 KX0301'BACK WALL OF BRIDGE 14.81, ON THE TOP OF THE EAST END, AND
 KX0301'21 FEET EAST OF THE CENTER LINE OF THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0327 ***********************************************************************
 LZ0327  DESIGNATION -  70
 LZ0327  PID         -  LZ0327
 LZ0327  STATE/COUNTY-  PA/LYCOMING
 LZ0327  USGS QUAD   -  MUNCY (1986)
 LZ0327
 LZ0327                         *CURRENT SURVEY CONTROL
 LZ0327  ___________________________________________________________________
 LZ0327* NAD 83(1986)-  41 14 30.     (N)    076 46 40.     (W)     SCALED    
 LZ0327* NAVD 88     -       163.150  (meters)     535.27   (feet)  ADJUSTED  
 LZ0327  ___________________________________________________________________
 LZ0327  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 LZ0327  DYNAMIC HT  -         163.081 (meters)     535.04  (feet)  COMP
 LZ0327  MODELED GRAV-     980,197.3   (mgal)                       NAVD 88
 LZ0327
 LZ0327  VERT ORDER  -  SECOND    CLASS 0
 LZ0327
 LZ0327.The horizontal coordinates were scaled from a topographic map and have
 LZ0327.an estimated accuracy of +/- 6 seconds.
 LZ0327
 LZ0327.The orthometric height was determined by differential leveling
 LZ0327.and adjusted by the National Geodetic Survey in June 1991..
 LZ0327
 LZ0327.The geoid height was determined by GEOID03.
 LZ0327
 LZ0327.The dynamic height is computed by dividing the NAVD 88
 LZ0327.geopotential number by the normal gravity value computed on the
 LZ0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0327.degrees latitude (g = 980.6199 gals.).
 LZ0327
 LZ0327.The modeled gravity was interpolated from observed gravity values.
 LZ0327
 LZ0327;                    North         East    Units  Estimated Accuracy
 LZ0327;SPC PA N     -   119,840.      681,490.      MT  (+/- 180 meters Scaled)
 LZ0327
 LZ0327                          SUPERSEDED SURVEY CONTROL
 LZ0327
 LZ0327  NGVD 29 (??/??/92)  163.362  (m)          535.96   (f) ADJ UNCH    2 0
 LZ0327
 LZ0327.Superseded values are not recommended for survey control.
 LZ0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0327.See file dsdata.txt to determine how the superseded data were derived.
 LZ0327
 LZ0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL510671(NAD 83)
 LZ0327_MARKER: DD = SURVEY DISK
 LZ0327_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0327_SP_SET: BRIDGE
 LZ0327_STAMPING: 70 DOP 536
 LZ0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0327
 LZ0327  HISTORY     - Date     Condition        Report By
 LZ0327  HISTORY     - UNK      MONUMENTED       USGS
 LZ0327  HISTORY     - 1969     GOOD             NGS
 LZ0327
 LZ0327                          STATION DESCRIPTION
 LZ0327
 LZ0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ0327'3.1 MI W FROM HUGHESVILLE.
 LZ0327'ABOUT 3.1 MILES WEST ALONG U.S. HIGHWAY 220 FROM ITS JUNCTION
 LZ0327'WITH STATE HIGHWAY 405 IN THE NORTH EDGE OF HUGHESVILLE, 0.05
 LZ0327'MILE SOUTHWEST OF THE HIGHWAY, 15 FEET SOUTH OF TELEPHONE POLE
 LZ0327'NO. 68, 18 FEET WEST OF THE APPROXIMATE CENTER OF A ASPHALT
 LZ0327'ROAD, SET IN THE TOP OF THE WEST HEADWALL OF A BRIDGE, ABOUT
 LZ0327'20 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS ABOUT 1 FOOT
 LZ0327'ABOVE THE LEVEL OF THE ASPHALT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1208 ***********************************************************************
 KX1208  DESIGNATION -  70 A
 KX1208  PID         -  KX1208
 KX1208  STATE/COUNTY-  PA/WESTMORELAND
 KX1208  USGS QUAD   -  GREENSBURG (1993)
 KX1208
 KX1208                         *CURRENT SURVEY CONTROL
 KX1208  ___________________________________________________________________
 KX1208* NAD 83(1986)-  40 18 59.     (N)    079 35 48.     (W)     SCALED    
 KX1208* NAVD 88     -       336.284  (meters)    1103.29   (feet)  ADJUSTED  
 KX1208  ___________________________________________________________________
 KX1208  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 KX1208  DYNAMIC HT  -         336.104 (meters)    1102.70  (feet)  COMP
 KX1208  MODELED GRAV-     980,080.2   (mgal)                       NAVD 88
 KX1208
 KX1208  VERT ORDER  -  FIRST     CLASS I
 KX1208
 KX1208.The horizontal coordinates were scaled from a topographic map and have
 KX1208.an estimated accuracy of +/- 6 seconds.
 KX1208
 KX1208.The orthometric height was determined by differential leveling
 KX1208.and adjusted by the National Geodetic Survey in June 1991..
 KX1208
 KX1208.The geoid height was determined by GEOID03.
 KX1208
 KX1208.The dynamic height is computed by dividing the NAVD 88
 KX1208.geopotential number by the normal gravity value computed on the
 KX1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1208.degrees latitude (g = 980.6199 gals.).
 KX1208
 KX1208.The modeled gravity was interpolated from observed gravity values.
 KX1208
 KX1208;                    North         East    Units  Estimated Accuracy
 KX1208;SPC PA S     -   110,790.      443,050.      MT  (+/- 180 meters Scaled)
 KX1208
 KX1208                          SUPERSEDED SURVEY CONTROL
 KX1208
 KX1208  NGVD 29 (??/??/92)  336.444  (m)         1103.82   (f) ADJ UNCH    1 1
 KX1208
 KX1208.Superseded values are not recommended for survey control.
 KX1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1208.See file dsdata.txt to determine how the superseded data were derived.
 KX1208
 KX1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE192638(NAD 83)
 KX1208_MARKER: B = BOLT
 KX1208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1208_SP_SET: DOOR SILL
 KX1208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1208
 KX1208  HISTORY     - Date     Condition        Report By
 KX1208  HISTORY     - UNK      MONUMENTED       PRR
 KX1208  HISTORY     - 1966     GOOD             NGS
 KX1208  HISTORY     - 1987     MARK NOT FOUND   LOCSUR
 KX1208
 KX1208                          STATION DESCRIPTION
 KX1208
 KX1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX1208'1.2 MI SE FROM JEANNETTE.
 KX1208'ABOUT 1.2 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX1208'THE STATION AT JEANNETTE, ABOUT 7 RAILS WEST OF MILEPOST NO. 325,
 KX1208'SET IN THE TOP OF THE EAST END OF THE DOOR SILL TO THE NORTH DOOR
 KX1208'TO THE EAST WING OF THE RAILROAD STATION, 21.9 FEET SOUTH OF THE
 KX1208'SOUTH RAIL OF THE SOUTH ONE OF 4 TRACKS, 5.1 FEET WEST OF THE
 KX1208'NORTHEAST CORNER OF THE EAST WING OF THE BUILDING AND 3 FEET
 KX1208'BELOW LEVEL OF TRACK.  ALSO 3.1 MILES WEST ALONG THE PENNSYLVANIA
 KX1208'RAILROAD FROM THE STATION AT GREENSBURG.
 KX1208
 KX1208                          STATION RECOVERY (1987)
 KX1208
 KX1208'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (BW)
 KX1208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0741 ***********************************************************************
 KW0741  DESIGNATION -  70 PRR
 KW0741  PID         -  KW0741
 KW0741  STATE/COUNTY-  PA/LANCASTER
 KW0741  USGS QUAD   -  LEOLA (1992)
 KW0741
 KW0741                         *CURRENT SURVEY CONTROL
 KW0741  ___________________________________________________________________
 KW0741* NAD 83(1986)-  40 01 33.     (N)    076 08 37.     (W)     SCALED    
 KW0741* NAVD 88     -       118.778  (meters)     389.69   (feet)  ADJUSTED  
 KW0741  ___________________________________________________________________
 KW0741  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 KW0741  DYNAMIC HT  -         118.716 (meters)     389.49  (feet)  COMP
 KW0741  MODELED GRAV-     980,106.3   (mgal)                       NAVD 88
 KW0741
 KW0741  VERT ORDER  -  SECOND    CLASS 0
 KW0741
 KW0741.The horizontal coordinates were scaled from a topographic map and have
 KW0741.an estimated accuracy of +/- 6 seconds.
 KW0741
 KW0741.The orthometric height was determined by differential leveling
 KW0741.and adjusted by the National Geodetic Survey in June 1991..
 KW0741
 KW0741.The geoid height was determined by GEOID03.
 KW0741
 KW0741.The dynamic height is computed by dividing the NAVD 88
 KW0741.geopotential number by the normal gravity value computed on the
 KW0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0741.degrees latitude (g = 980.6199 gals.).
 KW0741
 KW0741.The modeled gravity was interpolated from observed gravity values.
 KW0741
 KW0741;                    North         East    Units  Estimated Accuracy
 KW0741;SPC PA S     -    78,140.      737,120.      MT  (+/- 180 meters Scaled)
 KW0741
 KW0741                          SUPERSEDED SURVEY CONTROL
 KW0741
 KW0741  NGVD 29 (??/??/??)  119.047  (m)          390.57   (f) ADJUSTED    2 0
 KW0741
 KW0741.Superseded values are not recommended for survey control.
 KW0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0741.See file dsdata.txt to determine how the superseded data were derived.
 KW0741
 KW0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK024312(NAD 83)
 KW0741_MARKER: B = BOLT
 KW0741_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0741_SP_SET: CULVERT
 KW0741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0741_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0741+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2006
 KW0741
 KW0741  HISTORY     - Date     Condition        Report By
 KW0741  HISTORY     - UNK      MONUMENTED       PRR
 KW0741  HISTORY     - 1935     GOOD             CGS
 KW0741  HISTORY     - 1936     GOOD             CGS
 KW0741  HISTORY     - 20060917 GOOD             GEOCAC
 KW0741
 KW0741                          STATION DESCRIPTION
 KW0741
 KW0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0741'0.7 MI W FROM GORDONVILLE.
 KW0741'ABOUT 0.7 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW0741'STATION AT GORDONVILLE, LANCASTER COUNTY, AT THE WEST END OF
 KW0741'CULVERT 58.62, IN THE TOP OF THE NORTH HEAD WALL, NORTH OF THE
 KW0741'TRACK OPPOSITE MILEAGE 58.26, 14 FEET NORTH OF THE NORTH RAIL,
 KW0741'AND 8 FEET LOWER THAN THE TRACK.  A COPPER BOLT.  NOTE-- THE
 KW0741'HEAD WALL OF THIS CULVERT IS COVERED WITH BALLAST.
 KW0741
 KW0741                          STATION RECOVERY (1936)
 KW0741
 KW0741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 KW0741'RECOVERED IN GOOD CONDITION.
 KW0741
 KW0741                          STATION RECOVERY (2006)
 KW0741
 KW0741'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0741'TRACKS ARE OWNED BY AMTRAK AND HAVE REDUCED FROM 4 TO 2 TRACKS AND
 KW0741'RAISED AT THIS LOCATION. MARK IS APPROXIMATELY 12 FEET BELOW TRACK
 KW0741'LEVEL. THERE WAS BALLAST ON THE HEADWALL BUT IT WAS EASILY REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2402 ***********************************************************************
 KX2402  DESIGNATION -  7002
 KX2402  PID         -  KX2402
 KX2402  STATE/COUNTY-  PA/ALLEGHENY
 KX2402  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX2402
 KX2402                         *CURRENT SURVEY CONTROL
 KX2402  ___________________________________________________________________
 KX2402* NAD 83(1992)-  40 23 44.67692(N)    079 56 20.63852(W)     ADJUSTED  
 KX2402* NAVD 88     -       222.058  (meters)     728.54   (feet)  ADJUSTED  
 KX2402  ___________________________________________________________________
 KX2402  X           -     849,803.968 (meters)                     COMP
 KX2402  Y           -  -4,789,685.624 (meters)                     COMP
 KX2402  Z           -   4,111,671.951 (meters)                     COMP
 KX2402  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 KX2402  ELLIP HEIGHT-         188.40  (meters)          (06/21/02) GPS OBS
 KX2402  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KX2402  DYNAMIC HT  -         221.942 (meters)     728.15  (feet)  COMP
 KX2402  MODELED GRAV-     980,102.1   (mgal)                       NAVD 88
 KX2402
 KX2402  HORZ ORDER  -  FIRST
 KX2402  VERT ORDER  -  SECOND    CLASS I
 KX2402  ELLP ORDER  -  FOURTH    CLASS I
 KX2402
 KX2402.The horizontal coordinates were established by GPS observations
 KX2402.and adjusted by the National Geodetic Survey in June 2002..
 KX2402
 KX2402.The orthometric height was determined by differential leveling
 KX2402.and adjusted by the National Geodetic Survey in September 1994..
 KX2402
 KX2402.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KX2402
 KX2402.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2402
 KX2402.The ellipsoidal height was determined by GPS observations
 KX2402.and is referenced to NAD 83.
 KX2402
 KX2402.The geoid height was determined by GEOID03.
 KX2402
 KX2402.The dynamic height is computed by dividing the NAVD 88
 KX2402.geopotential number by the normal gravity value computed on the
 KX2402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX2402.degrees latitude (g = 980.6199 gals.).
 KX2402
 KX2402.The modeled gravity was interpolated from observed gravity values.
 KX2402
 KX2402;                    North         East     Units Scale Factor Converg.
 KX2402;SPC PA S     -   120,267.806   414,177.268   MT  0.99995996   -1 25 12.9
 KX2402;SPC PA S     -   394,578.63  1,358,846.59   sFT  0.99995996   -1 25 12.9
 KX2402;UTM  17      - 4,472,222.649   590,036.859   MT  0.99969979   +0 41 15.4
 KX2402
 KX2402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2402!SPC PA S     -   0.99997045  x   0.99995996  =   0.99993041
 KX2402!UTM  17      -   0.99997045  x   0.99969979  =   0.99967025
 KX2402
 KX2402                          SUPERSEDED SURVEY CONTROL
 KX2402
 KX2402  NAD 83(1995)-  40 23 44.67786(N)    079 56 20.64030(W) AD(       ) 1
 KX2402  NAD 83(1986)-  40 23 44.68037(N)    079 56 20.64720(W) AD(       ) 1
 KX2402  NGVD 29 (02/08/94)  222.23   (m)          729.1    (f) LEVELING    3  
 KX2402
 KX2402.Superseded values are not recommended for survey control.
 KX2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2402.See file dsdata.txt to determine how the superseded data were derived.
 KX2402
 KX2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE9003772223(NAD 83)
 KX2402_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KX2402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2402_SP_SET: CONCRETE POST
 KX2402_STAMPING: 7002
 KX2402_MARK LOGO: PA6600
 KX2402_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KX2402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX2402+STABILITY: SURFACE MOTION
 KX2402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX2402+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1989
 KX2402
 KX2402  HISTORY     - Date     Condition        Report By
 KX2402  HISTORY     - 1933     MONUMENTED       PA6600
 KX2402  HISTORY     - 19890125 GOOD             HARTMN
 KX2402  HISTORY     - 19890204 GOOD             HARTMN
 KX2402
 KX2402                          STATION DESCRIPTION
 KX2402
 KX2402'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 KX2402'LOCATED ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 5.8, AT
 KX2402'PITTSBURGH, IN THE HAYS SECTION (31ST WARD), APPROXIMATELY 1000 FT
 KX2402'(304.80 M) WEST OF THE GLENWOOD BRIDGE, A DEPARTMENT OF CITY PLANNING
 KX2402'CITY LINE DISK SET IN A CONCRETE POST INSIDE A CAST IRON MONUMENT BOX
 KX2402'THAT IS IN A 6 FT (1.83 M) (1.8 MT) BY 6 FT (1.83 M) CONCRETE PAD
 KX2402'LOCATED ON THE NORTH SIDE OF THE AMOCO PETROLEUM STORAGE PLANT. THE
 KX2402'DISK IS APPROXIMATELY 5 FT (1.52 M) NORTH OF THE CHAIN LINK FENCE
 KX2402'SURROUNDING THE PLANT AND 2 FT (0.6 M) ABOVE THE ACCESS ROAD RUNNING
 KX2402'ALONG THE NORTH SIDE OF THE PLANT.
 KX2402
 KX2402                          STATION RECOVERY (1989)
 KX2402
 KX2402'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1989
 KX2402'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 5.8, AT PITTSBURGH,
 KX2402'IN THE HAYS SECTION (31ST WARD), APPROXIMATELY 1000 FT (304.8 MT)
 KX2402'WEST OF THE GLENWOOD BRIDGE, A DEPARTMENT OF CITY PLANNING CITY LINE
 KX2402'DISK SET IN A CONCRETE POST INSIDE A CAST IRON MONUMENT BOX THAT IS
 KX2402'IN A 6 FT (1.8 MT) BY 6 FT (1.8 MT) CONCRETE PAD LOCATED ON THE NORTH
 KX2402'SIDE OF THE AMOCO PETROLEUM STORAGE PLANT.  DISK IS APPROXIMATELY 5
 KX2402'FT (1.5 MT) NORTH OF THE CHAIN LINK FENCE SURROUNDING THE PLANT AND 2
 KX2402'FT (0.6 MT) ABOVE THE ACCESS ROAD RUNNING ALONG THE NORTH SIDE OF THE
 KX2402'PLANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1443 ***********************************************************************
 KV1443  DESIGNATION -  700=2 DLWRR
 KV1443  PID         -  KV1443
 KV1443  STATE/COUNTY-  PA/NORTHAMPTON
 KV1443  USGS QUAD   -  EASTON (1994)
 KV1443
 KV1443                         *CURRENT SURVEY CONTROL
 KV1443  ___________________________________________________________________
 KV1443* NAD 83(1986)-  40 41 52.     (N)    075 12 31.     (W)     SCALED    
 KV1443* NAVD 88     -       107.553  (meters)     352.86   (feet)  ADJUSTED  
 KV1443  ___________________________________________________________________
 KV1443  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KV1443  DYNAMIC HT  -         107.503 (meters)     352.70  (feet)  COMP
 KV1443  MODELED GRAV-     980,159.0   (mgal)                       NAVD 88
 KV1443
 KV1443  VERT ORDER  -  FIRST     CLASS II
 KV1443
 KV1443.The horizontal coordinates were scaled from a topographic map and have
 KV1443.an estimated accuracy of +/- 6 seconds.
 KV1443
 KV1443.The orthometric height was determined by differential leveling
 KV1443.and adjusted by the National Geodetic Survey in June 1991..
 KV1443
 KV1443.The geoid height was determined by GEOID03.
 KV1443
 KV1443.The dynamic height is computed by dividing the NAVD 88
 KV1443.geopotential number by the normal gravity value computed on the
 KV1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1443.degrees latitude (g = 980.6199 gals.).
 KV1443
 KV1443.The modeled gravity was interpolated from observed gravity values.
 KV1443
 KV1443;                    North         East    Units  Estimated Accuracy
 KV1443;SPC PA S     -   154,590.      814,760.      MT  (+/- 180 meters Scaled)
 KV1443
 KV1443                          SUPERSEDED SURVEY CONTROL
 KV1443
 KV1443  NGVD 29 (??/??/??)  107.768  (m)          353.57   (f) ADJUSTED    1 2
 KV1443
 KV1443.Superseded values are not recommended for survey control.
 KV1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1443.See file dsdata.txt to determine how the superseded data were derived.
 KV1443
 KV1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL823052(NAD 83)
 KV1443_MARKER: Z = SEE DESCRIPTION
 KV1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1443+STABILITY: SURFACE MOTION
 KV1443
 KV1443  HISTORY     - Date     Condition        Report By
 KV1443  HISTORY     - 1932     MONUMENTED       DLWRR
 KV1443  HISTORY     - 1932     GOOD             CGS
 KV1443  HISTORY     - 1934     GOOD             CGS
 KV1443  HISTORY     - 20021117 MARK NOT FOUND   USPSQD
 KV1443
 KV1443                          STATION DESCRIPTION
 KV1443
 KV1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1443'AT PEN ARGYL.
 KV1443'AT PEN ARGYL, NORTHAMPTON COUNTY, 0.5 MILE SOUTH OF THE DELAWARE,
 KV1443'LACKAWANNA AND WESTERN RAILROAD STATION, AT THE DIVERGENCE OF THE
 KV1443'SIDING AND THE MAIN TRACK, 3 RAILS WEST OF THE TOOLHOUSE OF
 KV1443'SECTION 303, BETWEEN TWO HUGH PILES OF SLATE, AND 2 FEET SOUTH
 KV1443'OF THE SOUTH RAIL.  A CROSS CUT IN AN IRON PIN IN THE TOP OF A
 KV1443'CONCRETE POST.  NOTE-- THE DELAWARE, LACKAWANNA AND WESTERN
 KV1443'RAILROAD IS NOW THE ERIE LACKAWANNA RAILROAD.  THE ERIE RAILROAD
 KV1443'IS NOW THE ERIE LACKAWANNA RAILROAD.
 KV1443
 KV1443                          STATION RECOVERY (1934)
 KV1443
 KV1443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 KV1443'RECOVERED IN GOOD CONDITION.
 KV1443
 KV1443                          STATION RECOVERY (2002)
 KV1443
 KV1443'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWB)
 KV1443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2075 ***********************************************************************
 KW2075  DESIGNATION -  705 USGS
 KW2075  PID         -  KW2075
 KW2075  STATE/COUNTY-  PA/CUMBERLAND
 KW2075  USGS QUAD   -  WALNUT BOTTOM (1977)
 KW2075
 KW2075                         *CURRENT SURVEY CONTROL
 KW2075  ___________________________________________________________________
 KW2075* NAD 83(1986)-  40 05 33.     (N)    077 23 28.     (W)     SCALED    
 KW2075* NAVD 88     -       215.604  (meters)     707.36   (feet)  ADJUSTED  
 KW2075  ___________________________________________________________________
 KW2075  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KW2075  DYNAMIC HT  -         215.484 (meters)     706.97  (feet)  COMP
 KW2075  MODELED GRAV-     980,062.8   (mgal)                       NAVD 88
 KW2075
 KW2075  VERT ORDER  -  FIRST     CLASS II
 KW2075
 KW2075.The horizontal coordinates were scaled from a topographic map and have
 KW2075.an estimated accuracy of +/- 6 seconds.
 KW2075
 KW2075.The orthometric height was determined by differential leveling
 KW2075.and adjusted by the National Geodetic Survey in June 1991..
 KW2075.WARNING-Repeat measurements at this control monument indicate possible
 KW2075.vertical movement.
 KW2075
 KW2075.The geoid height was determined by GEOID03.
 KW2075
 KW2075.The dynamic height is computed by dividing the NAVD 88
 KW2075.geopotential number by the normal gravity value computed on the
 KW2075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2075.degrees latitude (g = 980.6199 gals.).
 KW2075
 KW2075.The modeled gravity was interpolated from observed gravity values.
 KW2075
 KW2075;                    North         East    Units  Estimated Accuracy
 KW2075;SPC PA S     -    84,360.      630,610.      MT  (+/- 180 meters Scaled)
 KW2075
 KW2075                          SUPERSEDED SURVEY CONTROL
 KW2075
 KW2075  NGVD 29 (??/??/??)  215.433  (m)          706.80   (f) ADJUSTED    1 2
 KW2075
 KW2075.Superseded values are not recommended for survey control.
 KW2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2075.See file dsdata.txt to determine how the superseded data were derived.
 KW2075
 KW2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK961407(NAD 83)
 KW2075_MARKER: DD = SURVEY DISK
 KW2075_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2075_SP_SET: ABUTMENT
 KW2075_STAMPING: 705
 KW2075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2075+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2006
 KW2075
 KW2075  HISTORY     - Date     Condition        Report By
 KW2075  HISTORY     - UNK      MONUMENTED       USGS
 KW2075  HISTORY     - 1942     GOOD             CGS
 KW2075  HISTORY     - 1979     GOOD             NGS
 KW2075  HISTORY     - 20060224 GOOD             GEOCAC
 KW2075
 KW2075                          STATION DESCRIPTION
 KW2075
 KW2075'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW2075'8.1 MI SE FROM SHIPPENSBURG.
 KW2075'0.2 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE FIRST
 KW2075'NATIONAL BANK AT SHIPPENSBURG, CUMBERLAND COUNTY, THENCE 7.9
 KW2075'MILES EAST ALONG THE READING COMPANY RAILWAY, AT BRIDGE 33/03
 KW2075'WHICH IS A PAVED ROAD UNDERPASS, 13 FEET WEST OF THE CENTERLINE
 KW2075'OF THE ROAD, 4.3 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK,
 KW2075'AND IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT.  A U.S.
 KW2075'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 705.
 KW2075
 KW2075                          STATION RECOVERY (1979)
 KW2075
 KW2075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2075'RECOVERED IN GOOD CONDITION.
 KW2075
 KW2075                          STATION RECOVERY (2006)
 KW2075
 KW2075'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE7857 ***********************************************************************
 AE7857  DESIGNATION -  7050
 AE7857  PID         -  AE7857
 AE7857  STATE/COUNTY-  PA/WESTMORELAND
 AE7857  USGS QUAD   -  IRWIN (1979)
 AE7857
 AE7857                         *CURRENT SURVEY CONTROL
 AE7857  ___________________________________________________________________
 AE7857* NAD 83(1992)-  40 16 01.33493(N)    079 39 59.35206(W)     ADJUSTED  
 AE7857* NAVD 88     -       303.3    (meters)     995.     (feet)  GPS OBS   
 AE7857  ___________________________________________________________________
 AE7857  X           -     874,251.196 (meters)                     COMP
 AE7857  Y           -  -4,794,749.875 (meters)                     COMP
 AE7857  Z           -   4,100,829.768 (meters)                     COMP
 AE7857  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 AE7857  ELLIP HEIGHT-         270.19  (meters)          (08/10/01) GPS OBS
 AE7857  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 AE7857
 AE7857  HORZ ORDER  -  FIRST
 AE7857  ELLP ORDER  -  FOURTH    CLASS II
 AE7857
 AE7857.The horizontal coordinates were established by GPS observations
 AE7857.and adjusted by the National Geodetic Survey in March 1998..
 AE7857
 AE7857.The orthometric height was determined by GPS observations and a
 AE7857.high-resolution geoid model.
 AE7857
 AE7857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7857
 AE7857.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7857
 AE7857.The ellipsoidal height was determined by GPS observations
 AE7857.and is referenced to NAD 83.
 AE7857
 AE7857.The geoid height was determined by GEOID03.
 AE7857
 AE7857;                    North         East     Units Scale Factor Converg.
 AE7857;SPC PA S     -   105,442.207   437,001.659   MT  0.99996461   -1 14 36.3
 AE7857;SPC PA S     -   345,938.31  1,433,729.61   sFT  0.99996461   -1 14 36.3
 AE7857;UTM  17      - 4,458,249.381   613,385.358   MT  0.99975826   +0 51 43.2
 AE7857
 AE7857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7857!SPC PA S     -   0.99995762  x   0.99996461  =   0.99992223
 AE7857!UTM  17      -   0.99995762  x   0.99975826  =   0.99971589
 AE7857
 AE7857                          SUPERSEDED SURVEY CONTROL
 AE7857
 AE7857  ELLIP H (03/18/98)  270.20   (m)                       GP(       ) 3 1
 AE7857
 AE7857.Superseded values are not recommended for survey control.
 AE7857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7857.See file dsdata.txt to determine how the superseded data were derived.
 AE7857
 AE7857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE1338558249(NAD 83)
 AE7857_MARKER: DD = SURVEY DISK
 AE7857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7857_SP_SET: SET IN A CONCRETE MONUMENT
 AE7857_STAMPING: HARN 7050
 AE7857_MARK LOGO: PATUCO
 AE7857_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE7857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7857+STABILITY: SURFACE MOTION
 AE7857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7857+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7857
 AE7857  HISTORY     - Date     Condition        Report By
 AE7857  HISTORY     - 1997     MONUMENTED       NEILAN
 AE7857
 AE7857                          STATION DESCRIPTION
 AE7857
 AE7857'DESCRIBED BY THE NEILAN ENGINEERS INCORPORATED 1997 (TEK)
 AE7857'THE STATION IS LOCATED AT MILE 70.50 OF THE PA TURNPIKE, IN THE GRASS
 AE7857'AREA ON THE SOUTHWEST SIDE OF THE HIGHWAY, ABOUT 25 FEET NORTEAST OF
 AE7857'THE RIGHT OF WAY FENCE, AND ABOUT 33 FEET SOUTHWEST OF THE EDGE OF THE
 AE7857'ASPHALT BERM. THE STATION IS 35.05 FT SE OF A REBAR IN THE FENCELINE,
 AE7857'AND 37.45 FT NW OF ANOTHER REBAR IN THE FENCELINE. TO REACH THE
 AE7857'STATION FROM THE IRWIN INTERCHANGE (EXIT 7), PROCEED EAST ON THE
 AE7857'TURNPIKE FOR 3.1 MI TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1089 ***********************************************************************
 LZ1089  DESIGNATION -  707.8
 LZ1089  PID         -  LZ1089
 LZ1089  STATE/COUNTY-  PA/LYCOMING
 LZ1089  USGS QUAD   -  CAMMAL (1983)
 LZ1089
 LZ1089                         *CURRENT SURVEY CONTROL
 LZ1089  ___________________________________________________________________
 LZ1089* NAD 83(1986)-  41 25 14.     (N)    077 29 18.     (W)     SCALED    
 LZ1089* NAVD 88     -       215.680  (meters)     707.61   (feet)  ADJUSTED  
 LZ1089  ___________________________________________________________________
 LZ1089  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 LZ1089  DYNAMIC HT  -         215.579 (meters)     707.28  (feet)  COMP
 LZ1089  MODELED GRAV-     980,149.0   (mgal)                       NAVD 88
 LZ1089
 LZ1089  VERT ORDER  -  SECOND    CLASS 0
 LZ1089
 LZ1089.The horizontal coordinates were scaled from a topographic map and have
 LZ1089.an estimated accuracy of +/- 6 seconds.
 LZ1089
 LZ1089.The orthometric height was determined by differential leveling
 LZ1089.and adjusted by the National Geodetic Survey in June 1991..
 LZ1089
 LZ1089.The geoid height was determined by GEOID03.
 LZ1089
 LZ1089.The dynamic height is computed by dividing the NAVD 88
 LZ1089.geopotential number by the normal gravity value computed on the
 LZ1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1089.degrees latitude (g = 980.6199 gals.).
 LZ1089
 LZ1089.The modeled gravity was interpolated from observed gravity values.
 LZ1089
 LZ1089;                    North         East    Units  Estimated Accuracy
 LZ1089;SPC PA N     -   139,280.      621,870.      MT  (+/- 180 meters Scaled)
 LZ1089
 LZ1089                          SUPERSEDED SURVEY CONTROL
 LZ1089
 LZ1089  NGVD 29 (??/??/92)  215.854  (m)          708.18   (f) ADJ UNCH    2 0
 LZ1089
 LZ1089.Superseded values are not recommended for survey control.
 LZ1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1089.See file dsdata.txt to determine how the superseded data were derived.
 LZ1089
 LZ1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL920884(NAD 83)
 LZ1089_MARKER: Q = CHISELED SQUARE
 LZ1089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1089_SP_SET: CULVERT
 LZ1089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1089
 LZ1089  HISTORY     - Date     Condition        Report By
 LZ1089  HISTORY     - UNK      MONUMENTED       USGS
 LZ1089  HISTORY     - 1934     GOOD             NGS
 LZ1089
 LZ1089                          STATION DESCRIPTION
 LZ1089
 LZ1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1089'1.7 MI N FROM CAMMAL.
 LZ1089'ABOUT 1.7 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LZ1089'CAMMAL, LYCOMING COUNTY, ABOUT 70 FEET NORTH OF THE NORTH END OF
 LZ1089'THE SIDING AT ROSS, AT A CONCRETE CULVERT, ON THE TOP OF THE
 LZ1089'SOUTHEAST WING WALL, ABOUT 20 FEET WEST OF A DIRT HIGHWAY, AND
 LZ1089'ABOUT 20 FEET EAST OF THE TRACK.  A CHISELED SQUARE, MARKED BY
 LZ1089'THE PAINTED LETTERS BM 707.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1314 ***********************************************************************
 KX1314  DESIGNATION -  71 A
 KX1314  PID         -  KX1314
 KX1314  STATE/COUNTY-  PA/ALLEGHENY
 KX1314  USGS QUAD   -  GLASSPORT (1988)
 KX1314
 KX1314                         *CURRENT SURVEY CONTROL
 KX1314  ___________________________________________________________________
 KX1314* NAD 83(1986)-  40 19 22.     (N)    079 53 57.     (W)     SCALED    
 KX1314* NAVD 88     -       229.464  (meters)     752.83   (feet)  ADJUSTED  
 KX1314  ___________________________________________________________________
 KX1314  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 KX1314  DYNAMIC HT  -         229.344 (meters)     752.44  (feet)  COMP
 KX1314  MODELED GRAV-     980,099.1   (mgal)                       NAVD 88
 KX1314
 KX1314  VERT ORDER  -  FIRST     CLASS II
 KX1314
 KX1314.The horizontal coordinates were scaled from a topographic map and have
 KX1314.an estimated accuracy of +/- 6 seconds.
 KX1314
 KX1314.The orthometric height was determined by differential leveling
 KX1314.and adjusted by the National Geodetic Survey in June 1991..
 KX1314
 KX1314.The geoid height was determined by GEOID03.
 KX1314
 KX1314.The dynamic height is computed by dividing the NAVD 88
 KX1314.geopotential number by the normal gravity value computed on the
 KX1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1314.degrees latitude (g = 980.6199 gals.).
 KX1314
 KX1314.The modeled gravity was interpolated from observed gravity values.
 KX1314
 KX1314;                    North         East    Units  Estimated Accuracy
 KX1314;SPC PA S     -   112,090.      417,370.      MT  (+/- 180 meters Scaled)
 KX1314
 KX1314                          SUPERSEDED SURVEY CONTROL
 KX1314
 KX1314  NGVD 29 (??/??/92)  229.636  (m)          753.40   (f) ADJ UNCH    1 2
 KX1314
 KX1314.Superseded values are not recommended for survey control.
 KX1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1314.See file dsdata.txt to determine how the superseded data were derived.
 KX1314
 KX1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE935641(NAD 83)
 KX1314_MARKER: DB = BENCH MARK DISK
 KX1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1314_STAMPING: 71 A
 KX1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1314+STABILITY: SURFACE MOTION
 KX1314
 KX1314  HISTORY     - Date     Condition        Report By
 KX1314  HISTORY     - UNK      MONUMENTED       DOD
 KX1314  HISTORY     - 1941     GOOD             NGS
 KX1314  HISTORY     - 1983     MARK NOT FOUND   NGS
 KX1314
 KX1314                          STATION DESCRIPTION
 KX1314
 KX1314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1314'2.6 MI N FROM DRAVOSBURG.
 KX1314'2.6 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX1314'AT CLAIRTON, ABOUT 1/4 MILE NORTH OF THE NORTH END OF THE BRIDGE
 KX1314'OVER STATE HIGHWAY 837, 46.7 FEET SOUTHEAST OF POLE 16-23, AND
 KX1314'MIDWAY BETWEEN THE TRACKS.  A CORPS OF ENGINEERS, U.S. ARMY,
 KX1314'STANDARD DISK, STAMPED 71 A AND SET IN THE TOP OF A CONCRETE
 KX1314'POST.
 KX1314
 KX1314                          STATION RECOVERY (1983)
 KX1314
 KX1314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1314'NOT RECOVERED, THE DESCRIPTION IS INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0742 ***********************************************************************
 KW0742  DESIGNATION -  71 PRR
 KW0742  PID         -  KW0742
 KW0742  STATE/COUNTY-  PA/LANCASTER
 KW0742  USGS QUAD   -  LEOLA (1992)
 KW0742
 KW0742                         *CURRENT SURVEY CONTROL
 KW0742  ___________________________________________________________________
 KW0742* NAD 83(1986)-  40 01 42.     (N)    076 10 23.     (W)     SCALED    
 KW0742* NAVD 88     -       115.615  (meters)     379.31   (feet)  ADJUSTED  
 KW0742  ___________________________________________________________________
 KW0742  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KW0742  DYNAMIC HT  -         115.556 (meters)     379.12  (feet)  COMP
 KW0742  MODELED GRAV-     980,108.5   (mgal)                       NAVD 88
 KW0742
 KW0742  VERT ORDER  -  SECOND    CLASS 0
 KW0742
 KW0742.The horizontal coordinates were scaled from a topographic map and have
 KW0742.an estimated accuracy of +/- 6 seconds.
 KW0742
 KW0742.The orthometric height was determined by differential leveling
 KW0742.and adjusted by the National Geodetic Survey in June 1991..
 KW0742
 KW0742.The geoid height was determined by GEOID03.
 KW0742
 KW0742.The dynamic height is computed by dividing the NAVD 88
 KW0742.geopotential number by the normal gravity value computed on the
 KW0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0742.degrees latitude (g = 980.6199 gals.).
 KW0742
 KW0742.The modeled gravity was interpolated from observed gravity values.
 KW0742
 KW0742;                    North         East    Units  Estimated Accuracy
 KW0742;SPC PA S     -    78,370.      734,600.      MT  (+/- 180 meters Scaled)
 KW0742
 KW0742                          SUPERSEDED SURVEY CONTROL
 KW0742
 KW0742  NGVD 29 (??/??/??)  115.886  (m)          380.20   (f) ADJUSTED    2 0
 KW0742
 KW0742.Superseded values are not recommended for survey control.
 KW0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0742.See file dsdata.txt to determine how the superseded data were derived.
 KW0742
 KW0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK999315(NAD 83)
 KW0742_MARKER: Q = CHISELED SQUARE
 KW0742_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0742_SP_SET: ABUTMENT
 KW0742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0742
 KW0742  HISTORY     - Date     Condition        Report By
 KW0742  HISTORY     - UNK      MONUMENTED       PRR
 KW0742  HISTORY     - 1935     GOOD             CGS
 KW0742  HISTORY     - 1936     GOOD             CGS
 KW0742  HISTORY     - 20040620 MARK NOT FOUND   GEOCAC
 KW0742
 KW0742                          STATION DESCRIPTION
 KW0742
 KW0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0742'0.8 MI E FROM BIRD IN HAND.
 KW0742'ABOUT 0.8 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW0742'FREIGHT STATION AT BIRD-IN-HAND, LANCASTER COUNTY, AT RONKS,
 KW0742'AT PRIVATE OVERPASS 60.36, AT THE EAST END OF THE NORTH ABUTMENT,
 KW0742'ON THE TOP OF THE FOOTING, AND ABOUT LEVEL WITH THE TRACK.  A
 KW0742'CHISELED SQUARE.
 KW0742
 KW0742                          STATION RECOVERY (1936)
 KW0742
 KW0742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 KW0742'RECOVERED IN GOOD CONDITION.
 KW0742
 KW0742                          STATION RECOVERY (2004)
 KW0742
 KW0742'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0742'MARK MAY BE COVERED BY NEW HANDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0382 ***********************************************************************
 KX0382  DESIGNATION -  71 USGS
 KX0382  PID         -  KX0382
 KX0382  STATE/COUNTY-  PA/BLAIR
 KX0382  USGS QUAD   -  ROARING SPRING (1987)
 KX0382
 KX0382                         *CURRENT SURVEY CONTROL
 KX0382  ___________________________________________________________________
 KX0382* NAD 83(1986)-  40 17 07.     (N)    078 27 25.     (W)     SCALED    
 KX0382* NAVD 88     -       354.119  (meters)    1161.81   (feet)  ADJUSTED  
 KX0382  ___________________________________________________________________
 KX0382  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KX0382  DYNAMIC HT  -         353.926 (meters)    1161.17  (feet)  COMP
 KX0382  MODELED GRAV-     980,069.7   (mgal)                       NAVD 88
 KX0382
 KX0382  VERT ORDER  -  SECOND    CLASS 0
 KX0382
 KX0382.The horizontal coordinates were scaled from a topographic map and have
 KX0382.an estimated accuracy of +/- 6 seconds.
 KX0382
 KX0382.The orthometric height was determined by differential leveling
 KX0382.and adjusted by the National Geodetic Survey in June 1991..
 KX0382
 KX0382.The geoid height was determined by GEOID03.
 KX0382
 KX0382.The dynamic height is computed by dividing the NAVD 88
 KX0382.geopotential number by the normal gravity value computed on the
 KX0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0382.degrees latitude (g = 980.6199 gals.).
 KX0382
 KX0382.The modeled gravity was interpolated from observed gravity values.
 KX0382
 KX0382;                    North         East    Units  Estimated Accuracy
 KX0382;SPC PA S     -   105,940.      539,890.      MT  (+/- 180 meters Scaled)
 KX0382
 KX0382                          SUPERSEDED SURVEY CONTROL
 KX0382
 KX0382  NGVD 29 (??/??/92)  354.268  (m)         1162.29   (f) ADJ UNCH    2 0
 KX0382
 KX0382.Superseded values are not recommended for survey control.
 KX0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0382.See file dsdata.txt to determine how the superseded data were derived.
 KX0382
 KX0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE161625(NAD 83)
 KX0382_MARKER: DD = SURVEY DISK
 KX0382_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0382_SP_SET: BRIDGE
 KX0382_STAMPING: 71 USGS WHC 1962
 KX0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0382
 KX0382  HISTORY     - Date     Condition        Report By
 KX0382  HISTORY     - 1962     MONUMENTED       USGS
 KX0382  HISTORY     - 1967     GOOD             NGS
 KX0382
 KX0382                          STATION DESCRIPTION
 KX0382
 KX0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0382'7.7 MI S FROM NEWRY.
 KX0382'7.7 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE,
 KX0382'SET IN THE TOP OF THE SOUTHEAST WINGWALL OF A BRIDGE, 21.0
 KX0382'FEET EAST OF THE CENTERLINE OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2034 ***********************************************************************
 JV2034  DESIGNATION -  710 USGS
 JV2034  PID         -  JV2034
 JV2034  STATE/COUNTY-  PA/ADAMS
 JV2034  USGS QUAD   -  ARENDTSVILLE (1990)
 JV2034
 JV2034                         *CURRENT SURVEY CONTROL
 JV2034  ___________________________________________________________________
 JV2034* NAD 83(1986)-  39 55 22.     (N)    077 17 55.     (W)     SCALED    
 JV2034* NAVD 88     -       216.454  (meters)     710.15   (feet)  ADJUSTED  
 JV2034  ___________________________________________________________________
 JV2034  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JV2034  DYNAMIC HT  -         216.334 (meters)     709.76  (feet)  COMP
 JV2034  MODELED GRAV-     980,066.3   (mgal)                       NAVD 88
 JV2034
 JV2034  VERT ORDER  -  SECOND    CLASS 0
 JV2034
 JV2034.The horizontal coordinates were scaled from a topographic map and have
 JV2034.an estimated accuracy of +/- 6 seconds.
 JV2034
 JV2034.The orthometric height was determined by differential leveling
 JV2034.and adjusted by the National Geodetic Survey in June 1991..
 JV2034
 JV2034.The geoid height was determined by GEOID03.
 JV2034
 JV2034.The dynamic height is computed by dividing the NAVD 88
 JV2034.geopotential number by the normal gravity value computed on the
 JV2034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2034.degrees latitude (g = 980.6199 gals.).
 JV2034
 JV2034.The modeled gravity was interpolated from observed gravity values.
 JV2034
 JV2034;                    North         East    Units  Estimated Accuracy
 JV2034;SPC PA S     -    65,550.      638,590.      MT  (+/- 180 meters Scaled)
 JV2034
 JV2034                          SUPERSEDED SURVEY CONTROL
 JV2034
 JV2034  NGVD 29 (??/??/??)  216.638  (m)          710.75   (f) ADJUSTED    2 0
 JV2034
 JV2034.Superseded values are not recommended for survey control.
 JV2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2034.See file dsdata.txt to determine how the superseded data were derived.
 JV2034
 JV2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK035217(NAD 83)
 JV2034_MARKER: DD = SURVEY DISK
 JV2034_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV2034_SP_SET: BUILDING
 JV2034_STAMPING: 710 1908
 JV2034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV2034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV2034+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2006
 JV2034
 JV2034  HISTORY     - Date     Condition        Report By
 JV2034  HISTORY     - 1908     MONUMENTED       USGS
 JV2034  HISTORY     - 1942     GOOD             CGS
 JV2034  HISTORY     - 20010331 GOOD             NGS
 JV2034  HISTORY     - 20060607 GOOD             GEOCAC
 JV2034
 JV2034                          STATION DESCRIPTION
 JV2034
 JV2034'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV2034'AT ARENDTSVILLE.
 JV2034'AT ARDENTSVILLE, ADAMS COUNTY, IN THE NORTH WALL OF THE ZION
 JV2034'EVANGE EVANGELICAL-REFORMED CHURCH, 2.5 FEET WEST OF THE NORTHEAST
 JV2034'CORNER, AND 2.2 FEET ABOVE THE GROUND.  A U.S. GEOLOGICAL SURVEY
 JV2034'STANDARD DISK, STAMPED 710 1908 AND SET VERTICALLY.
 JV2034
 JV2034                          STATION RECOVERY (2001)
 JV2034
 JV2034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JV2034'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JV2034
 JV2034                          STATION RECOVERY (2006)
 JV2034
 JV2034'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV2034'CHURCH IS LOCATED ON THE SOUTHWEST CORNER OF THE INTERSECTION OF MAIN
 JV2034'STREET AND GETTYSBURG STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1090 ***********************************************************************
 LZ1090  DESIGNATION -  711.6
 LZ1090  PID         -  LZ1090
 LZ1090  STATE/COUNTY-  PA/LYCOMING
 LZ1090  USGS QUAD   -  CAMMAL (1983)
 LZ1090
 LZ1090                         *CURRENT SURVEY CONTROL
 LZ1090  ___________________________________________________________________
 LZ1090* NAD 83(1986)-  41 25 54.     (N)    077 29 39.     (W)     SCALED    
 LZ1090* NAVD 88     -       216.834  (meters)     711.40   (feet)  ADJUSTED  
 LZ1090  ___________________________________________________________________
 LZ1090  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 LZ1090  DYNAMIC HT  -         216.732 (meters)     711.06  (feet)  COMP
 LZ1090  MODELED GRAV-     980,147.8   (mgal)                       NAVD 88
 LZ1090
 LZ1090  VERT ORDER  -  SECOND    CLASS 0
 LZ1090
 LZ1090.The horizontal coordinates were scaled from a topographic map and have
 LZ1090.an estimated accuracy of +/- 6 seconds.
 LZ1090
 LZ1090.The orthometric height was determined by differential leveling
 LZ1090.and adjusted by the National Geodetic Survey in June 1991..
 LZ1090
 LZ1090.The geoid height was determined by GEOID03.
 LZ1090
 LZ1090.The dynamic height is computed by dividing the NAVD 88
 LZ1090.geopotential number by the normal gravity value computed on the
 LZ1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1090.degrees latitude (g = 980.6199 gals.).
 LZ1090
 LZ1090.The modeled gravity was interpolated from observed gravity values.
 LZ1090
 LZ1090;                    North         East    Units  Estimated Accuracy
 LZ1090;SPC PA N     -   140,520.      621,380.      MT  (+/- 180 meters Scaled)
 LZ1090
 LZ1090                          SUPERSEDED SURVEY CONTROL
 LZ1090
 LZ1090  NGVD 29 (??/??/92)  217.007  (m)          711.96   (f) ADJ UNCH    2 0
 LZ1090
 LZ1090.Superseded values are not recommended for survey control.
 LZ1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1090.See file dsdata.txt to determine how the superseded data were derived.
 LZ1090
 LZ1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL916896(NAD 83)
 LZ1090_MARKER: Q = CHISELED SQUARE
 LZ1090_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1090_SP_SET: BRIDGE
 LZ1090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1090
 LZ1090  HISTORY     - Date     Condition        Report By
 LZ1090  HISTORY     - UNK      MONUMENTED       USGS
 LZ1090  HISTORY     - 1934     GOOD             NGS
 LZ1090
 LZ1090                          STATION DESCRIPTION
 LZ1090
 LZ1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1090'2.6 MI N FROM CAMMAL.
 LZ1090'ABOUT 2.6 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LZ1090'CAMMAL, LYCOMING COUNTY, ABOUT 400 FEET SOUTH OF MILEPOST L 145,
 LZ1090'AT CONCRETE BRIDGE 144 OVER ROCK RUN, ON THE TOP OF THE COPING
 LZ1090'AT THE NORTHEAST CORNER.  A CHISELED SQUARE, MARKED BY THE
 LZ1090'PAINTED LETTERS BM 711.6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1200 ***********************************************************************
 LZ1200  DESIGNATION -  717
 LZ1200  PID         -  LZ1200
 LZ1200  STATE/COUNTY-  PA/LYCOMING
 LZ1200  USGS QUAD   -  TROUT RUN (1973)
 LZ1200
 LZ1200                         *CURRENT SURVEY CONTROL
 LZ1200  ___________________________________________________________________
 LZ1200* NAD 83(1986)-  41 23 28.     (N)    077 03 42.     (W)     SCALED    
 LZ1200* NAVD 88     -       218.410  (meters)     716.57   (feet)  ADJUSTED  
 LZ1200  ___________________________________________________________________
 LZ1200  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LZ1200  DYNAMIC HT  -         218.315 (meters)     716.26  (feet)  COMP
 LZ1200  MODELED GRAV-     980,184.6   (mgal)                       NAVD 88
 LZ1200
 LZ1200  VERT ORDER  -  SECOND    CLASS 0
 LZ1200
 LZ1200.The horizontal coordinates were scaled from a topographic map and have
 LZ1200.an estimated accuracy of +/- 6 seconds.
 LZ1200
 LZ1200.The orthometric height was determined by differential leveling
 LZ1200.and adjusted by the National Geodetic Survey in June 1991..
 LZ1200
 LZ1200.The geoid height was determined by GEOID03.
 LZ1200
 LZ1200.The dynamic height is computed by dividing the NAVD 88
 LZ1200.geopotential number by the normal gravity value computed on the
 LZ1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1200.degrees latitude (g = 980.6199 gals.).
 LZ1200
 LZ1200.The modeled gravity was interpolated from observed gravity values.
 LZ1200
 LZ1200;                    North         East    Units  Estimated Accuracy
 LZ1200;SPC PA N     -   136,210.      657,570.      MT  (+/- 180 meters Scaled)
 LZ1200
 LZ1200                          SUPERSEDED SURVEY CONTROL
 LZ1200
 LZ1200  NGVD 29 (??/??/92)  218.632  (m)          717.30   (f) ADJ UNCH    2 0
 LZ1200
 LZ1200.Superseded values are not recommended for survey control.
 LZ1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1200.See file dsdata.txt to determine how the superseded data were derived.
 LZ1200
 LZ1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL276842(NAD 83)
 LZ1200_MARKER: DD = SURVEY DISK
 LZ1200_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1200_SP_SET: BRIDGE
 LZ1200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1200
 LZ1200  HISTORY     - Date     Condition        Report By
 LZ1200  HISTORY     - UNK      MONUMENTED       PADH
 LZ1200  HISTORY     - 1968     GOOD             NGS
 LZ1200
 LZ1200                          STATION DESCRIPTION
 LZ1200
 LZ1200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ1200'AT TROUT RUN.
 LZ1200'AT TROUT RUN, LYCOMING COUNTY, ON U.S. HIGHWAY 15, NORTH OF THE
 LZ1200'JUNCTION OF STATE HIGHWAY 14, AT STATION 30+05, AT A 50-FOOT
 LZ1200'CONCRETE BRIDGE OVER TROUT RUN, IN THE TOP OF THE NORTHWEST
 LZ1200'CONCRETE WING WALL, 1 FOOT NORTH OF THE NORTH END OF THE PARAPET,
 LZ1200'13 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 LZ1200'ONE-HALF FOOT LOWER THAN THE ROADWAY.  A PENNSYLVANIA DEPARTMENT
 LZ1200'OF HIGHWAYS STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE7856 ***********************************************************************
 AE7856  DESIGNATION -  7170
 AE7856  PID         -  AE7856
 AE7856  STATE/COUNTY-  PA/WESTMORELAND
 AE7856  USGS QUAD   -  IRWIN (1979)
 AE7856
 AE7856                         *CURRENT SURVEY CONTROL
 AE7856  ___________________________________________________________________
 AE7856* NAD 83(1992)-  40 15 40.66116(N)    079 38 44.86660(W)     ADJUSTED  
 AE7856* NAVD 88     -       341.1    (meters)    1119.     (feet)  GPS OBS   
 AE7856  ___________________________________________________________________
 AE7856  X           -     876,061.855 (meters)                     COMP
 AE7856  Y           -  -4,794,867.642 (meters)                     COMP
 AE7856  Z           -   4,100,367.563 (meters)                     COMP
 AE7856  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 AE7856  ELLIP HEIGHT-         307.95  (meters)          (08/10/01) GPS OBS
 AE7856  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 AE7856
 AE7856  HORZ ORDER  -  FIRST
 AE7856  ELLP ORDER  -  FOURTH    CLASS II
 AE7856
 AE7856.The horizontal coordinates were established by GPS observations
 AE7856.and adjusted by the National Geodetic Survey in March 1998..
 AE7856
 AE7856.The orthometric height was determined by GPS observations and a
 AE7856.high-resolution geoid model.
 AE7856
 AE7856.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7856
 AE7856.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7856
 AE7856.The ellipsoidal height was determined by GPS observations
 AE7856.and is referenced to NAD 83.
 AE7856
 AE7856.The geoid height was determined by GEOID03.
 AE7856
 AE7856;                    North         East     Units Scale Factor Converg.
 AE7856;SPC PA S     -   104,766.725   438,747.431   MT  0.99996494   -1 13 47.9
 AE7856;SPC PA S     -   343,722.16  1,439,457.20   sFT  0.99996494   -1 13 47.9
 AE7856;UTM  17      - 4,457,638.613   615,154.406   MT  0.99976324   +0 52 31.0
 AE7856
 AE7856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7856!SPC PA S     -   0.99995169  x   0.99996494  =   0.99991663
 AE7856!UTM  17      -   0.99995169  x   0.99976324  =   0.99971494
 AE7856
 AE7856                          SUPERSEDED SURVEY CONTROL
 AE7856
 AE7856  ELLIP H (03/18/98)  307.96   (m)                       GP(       ) 3 1
 AE7856
 AE7856.Superseded values are not recommended for survey control.
 AE7856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7856.See file dsdata.txt to determine how the superseded data were derived.
 AE7856
 AE7856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE1515457639(NAD 83)
 AE7856_MARKER: DD = SURVEY DISK
 AE7856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7856_SP_SET: SET IN A CONCRETE MONUMENT
 AE7856_STAMPING: HARN 7170
 AE7856_MARK LOGO: PATUCO
 AE7856_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE7856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7856+STABILITY: SURFACE MOTION
 AE7856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7856+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7856
 AE7856  HISTORY     - Date     Condition        Report By
 AE7856  HISTORY     - 1997     MONUMENTED       NEILAN
 AE7856
 AE7856                          STATION DESCRIPTION
 AE7856
 AE7856'DESCRIBED BY THE NEILAN ENGINEERS INCORPORATED 1997 (TEK)
 AE7856'THE STATION IS LOCATED AT MILE 71.70 OF THE PA TURNPIKE, IN THE GRASS
 AE7856'AREA ON THE SOUTHWEST SIDE OF THE HIGHWAY, ABOUT 31 FEET NORTHEAST OF
 AE7856'THE RIGHT OF WAY FENCE AND ABOUT 17 FEET SOUTHWEST OF THE EDGE OF THE
 AE7856'ASPHALT BERM. THE STATION IS 33.47 FT E OF A REBAR IN THE GRASS AREA,
 AE7856'AND 28.23 FT N OF ANOTHER REBAR IN THE GRASS AREA. TO REACH THE
 AE7856'STATION FROM THE IRWIN INTERCHANGE (EXIT 7), PROCEED EAST ON THE
 AE7856'TURNPIKE FOR 4.3 MI TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0001 ***********************************************************************
 LZ0001  DESIGNATION -  717.278
 LZ0001  PID         -  LZ0001
 LZ0001  STATE/COUNTY-  PA/BRADFORD
 LZ0001  USGS QUAD   -  TOWANDA (1967)
 LZ0001
 LZ0001                         *CURRENT SURVEY CONTROL
 LZ0001  ___________________________________________________________________
 LZ0001* NAD 83(1986)-  41 46 02.     (N)    076 26 35.     (W)     SCALED    
 LZ0001* NAVD 88     -       224.520  (meters)     736.61   (feet)  ADJUSTED  
 LZ0001  ___________________________________________________________________
 LZ0001  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 LZ0001  DYNAMIC HT  -         224.428 (meters)     736.31  (feet)  COMP
 LZ0001  MODELED GRAV-     980,210.8   (mgal)                       NAVD 88
 LZ0001
 LZ0001  VERT ORDER  -  SECOND    CLASS 0
 LZ0001
 LZ0001.The horizontal coordinates were scaled from a topographic map and have
 LZ0001.an estimated accuracy of +/- 6 seconds.
 LZ0001
 LZ0001.The orthometric height was determined by differential leveling
 LZ0001.and adjusted by the National Geodetic Survey in June 1991..
 LZ0001
 LZ0001.The geoid height was determined by GEOID03.
 LZ0001
 LZ0001.The dynamic height is computed by dividing the NAVD 88
 LZ0001.geopotential number by the normal gravity value computed on the
 LZ0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0001.degrees latitude (g = 980.6199 gals.).
 LZ0001
 LZ0001.The modeled gravity was interpolated from observed gravity values.
 LZ0001
 LZ0001;                    North         East    Units  Estimated Accuracy
 LZ0001;SPC PA N     -   178,570.      708,670.      MT  (+/- 180 meters Scaled)
 LZ0001
 LZ0001                          SUPERSEDED SURVEY CONTROL
 LZ0001
 LZ0001  NGVD 29 (??/??/92)  224.716  (m)          737.26   (f) ADJ UNCH    2 0
 LZ0001
 LZ0001.Superseded values are not recommended for survey control.
 LZ0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0001.See file dsdata.txt to determine how the superseded data were derived.
 LZ0001
 LZ0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM800249(NAD 83)
 LZ0001_MARKER: B = BOLT
 LZ0001_SETTING: 0 = UNSPECIFIED SETTING
 LZ0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0001
 LZ0001  HISTORY     - Date     Condition        Report By
 LZ0001  HISTORY     - UNK      MONUMENTED       LOCENG
 LZ0001  HISTORY     - 1934     GOOD             NGS
 LZ0001
 LZ0001                          STATION DESCRIPTION
 LZ0001
 LZ0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0001'AT TOWANDA.
 LZ0001'AT TOWANDA, BRADFORD COUNTY, ON THE LEHIGH VALLEY RAILROAD, AND
 LZ0001'NEAR BRIDGE 254 OVER SUSQUAHANNA RIVER.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0843 ***********************************************************************
 KX0843  DESIGNATION -  71+75
 KX0843  PID         -  KX0843
 KX0843  STATE/COUNTY-  PA/INDIANA
 KX0843  USGS QUAD   -  AVONMORE (1998)
 KX0843
 KX0843                         *CURRENT SURVEY CONTROL
 KX0843  ___________________________________________________________________
 KX0843* NAD 83(1986)-  40 30 03.     (N)    079 26 33.     (W)     SCALED    
 KX0843* NAVD 88     -       260.816  (meters)     855.69   (feet)  ADJUSTED  
 KX0843  ___________________________________________________________________
 KX0843  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KX0843  DYNAMIC HT  -         260.681 (meters)     855.25  (feet)  COMP
 KX0843  MODELED GRAV-     980,103.7   (mgal)                       NAVD 88
 KX0843
 KX0843  VERT ORDER  -  FIRST     CLASS II
 KX0843
 KX0843.The horizontal coordinates were scaled from a topographic map and have
 KX0843.an estimated accuracy of +/- 6 seconds.
 KX0843
 KX0843.The orthometric height was determined by differential leveling
 KX0843.and adjusted by the National Geodetic Survey in June 1991..
 KX0843
 KX0843.The geoid height was determined by GEOID03.
 KX0843
 KX0843.The dynamic height is computed by dividing the NAVD 88
 KX0843.geopotential number by the normal gravity value computed on the
 KX0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0843.degrees latitude (g = 980.6199 gals.).
 KX0843
 KX0843.The modeled gravity was interpolated from observed gravity values.
 KX0843
 KX0843;                    North         East    Units  Estimated Accuracy
 KX0843;SPC PA S     -   131,010.      456,550.      MT  (+/- 180 meters Scaled)
 KX0843
 KX0843                          SUPERSEDED SURVEY CONTROL
 KX0843
 KX0843  NGVD 29 (??/??/92)  260.996  (m)          856.28   (f) ADJ UNCH    1 2
 KX0843
 KX0843.Superseded values are not recommended for survey control.
 KX0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0843.See file dsdata.txt to determine how the superseded data were derived.
 KX0843
 KX0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE319845(NAD 83)
 KX0843_MARKER: DD = SURVEY DISK
 KX0843_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0843_SP_SET: BRIDGE
 KX0843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0843
 KX0843  HISTORY     - Date     Condition        Report By
 KX0843  HISTORY     - UNK      MONUMENTED       PADT
 KX0843  HISTORY     - 1941     GOOD             NGS
 KX0843
 KX0843                          STATION DESCRIPTION
 KX0843
 KX0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX0843'1.3 MI NE FROM SALTSBURG.
 KX0843'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 80 FROM SALTSBURG,
 KX0843'INDIANA COUNTY, AT THE BRIDGE OVER BLACKLEGS CREEK, IN THE TOP
 KX0843'OF THE SOUTH END OF THE NORTH WINGWALL, 13.3 FEET NORTHWEST OF
 KX0843'THE CENTER LINE OF THE HIGHWAY, AND 1.8 FEET SOUTHWEST OF THE
 KX0843'NORTHEAST END OF THE NORTHWEST RAILING.  A PENNSYLVANIA DEPARTMENT
 KX0843'OF HIGHWAYS STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0368 ***********************************************************************
 MA0368  DESIGNATION -  72
 MA0368  PID         -  MA0368
 MA0368  STATE/COUNTY-  PA/CLEARFIELD
 MA0368  USGS QUAD   -  FALLS CREEK (1994)
 MA0368
 MA0368                         *CURRENT SURVEY CONTROL
 MA0368  ___________________________________________________________________
 MA0368* NAD 83(1986)-  41 08 19.     (N)    078 47 12.     (W)     SCALED    
 MA0368* NAVD 88     -       426.921  (meters)    1400.66   (feet)  ADJUSTED  
 MA0368  ___________________________________________________________________
 MA0368  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 MA0368  DYNAMIC HT  -         426.719 (meters)    1399.99  (feet)  COMP
 MA0368  MODELED GRAV-     980,137.7   (mgal)                       NAVD 88
 MA0368
 MA0368  VERT ORDER  -  FIRST     CLASS I
 MA0368
 MA0368.The horizontal coordinates were scaled from a topographic map and have
 MA0368.an estimated accuracy of +/- 6 seconds.
 MA0368
 MA0368.The orthometric height was determined by differential leveling
 MA0368.and adjusted by the National Geodetic Survey in June 1991..
 MA0368
 MA0368.The geoid height was determined by GEOID03.
 MA0368
 MA0368.The dynamic height is computed by dividing the NAVD 88
 MA0368.geopotential number by the normal gravity value computed on the
 MA0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0368.degrees latitude (g = 980.6199 gals.).
 MA0368
 MA0368.The modeled gravity was interpolated from observed gravity values.
 MA0368
 MA0368;                    North         East    Units  Estimated Accuracy
 MA0368;SPC PA N     -   108,460.      512,970.      MT  (+/- 180 meters Scaled)
 MA0368
 MA0368                          SUPERSEDED SURVEY CONTROL
 MA0368
 MA0368  NGVD 29 (??/??/92)  427.068  (m)         1401.14   (f) ADJ UNCH    1 1
 MA0368
 MA0368.Superseded values are not recommended for survey control.
 MA0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0368.See file dsdata.txt to determine how the superseded data were derived.
 MA0368
 MA0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF857565(NAD 83)
 MA0368_MARKER: Q = CHISELED SQUARE
 MA0368_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0368_SP_SET: BRIDGE
 MA0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0368
 MA0368  HISTORY     - Date     Condition        Report By
 MA0368  HISTORY     - UNK      MONUMENTED       PRR
 MA0368  HISTORY     - 1967     GOOD             NGS
 MA0368
 MA0368                          STATION DESCRIPTION
 MA0368
 MA0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0368'0.6 MI SE FROM FALLS CREEK.
 MA0368'ABOUT 0.55 MILE SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0368'THE SWITCH TOWER AT FALLS CREEK, 17 FEET NORTHEAST OF THE
 MA0368'NORTHEAST RAIL OF THE TRACKS, A 2-INCH CHISELED SQUARE IN THE
 MA0368'TOP OF THE NORTH CORNER OF THE NORTHEAST END OF THE SOUTHEAST
 MA0368'STONE ABUTMENT OF RAILROAD BRIDGE 63.11, THE LEGEND BM 72 IS
 MA0368'INSCRIBED IN THE TOP OF THE ABUTMENT NEAR THE CHISELED SQUARE,
 MA0368'AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0743 ***********************************************************************
 KW0743  DESIGNATION -  72 PRR
 KW0743  PID         -  KW0743
 KW0743  STATE/COUNTY-  PA/LANCASTER
 KW0743  USGS QUAD   -  LEOLA (1992)
 KW0743
 KW0743                         *CURRENT SURVEY CONTROL
 KW0743  ___________________________________________________________________
 KW0743* NAD 83(1986)-  40 02 17.     (N)    076 10 54.     (W)     SCALED    
 KW0743* NAVD 88     -       111.012  (meters)     364.21   (feet)  ADJUSTED  
 KW0743  ___________________________________________________________________
 KW0743  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KW0743  DYNAMIC HT  -         110.955 (meters)     364.02  (feet)  COMP
 KW0743  MODELED GRAV-     980,108.9   (mgal)                       NAVD 88
 KW0743
 KW0743  VERT ORDER  -  SECOND    CLASS 0
 KW0743
 KW0743.The horizontal coordinates were scaled from a topographic map and have
 KW0743.an estimated accuracy of +/- 6 seconds.
 KW0743
 KW0743.The orthometric height was determined by differential leveling
 KW0743.and adjusted by the National Geodetic Survey in June 1991..
 KW0743
 KW0743.The geoid height was determined by GEOID03.
 KW0743
 KW0743.The dynamic height is computed by dividing the NAVD 88
 KW0743.geopotential number by the normal gravity value computed on the
 KW0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0743.degrees latitude (g = 980.6199 gals.).
 KW0743
 KW0743.The modeled gravity was interpolated from observed gravity values.
 KW0743
 KW0743;                    North         East    Units  Estimated Accuracy
 KW0743;SPC PA S     -    79,440.      733,840.      MT  (+/- 180 meters Scaled)
 KW0743
 KW0743                          SUPERSEDED SURVEY CONTROL
 KW0743
 KW0743  NGVD 29 (??/??/??)  111.282  (m)          365.10   (f) ADJUSTED    2 0
 KW0743
 KW0743.Superseded values are not recommended for survey control.
 KW0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0743.See file dsdata.txt to determine how the superseded data were derived.
 KW0743
 KW0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK991326(NAD 83)
 KW0743_MARKER: B = BOLT
 KW0743_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0743_SP_SET: DOORSILL
 KW0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0743
 KW0743  HISTORY     - Date     Condition        Report By
 KW0743  HISTORY     - UNK      MONUMENTED       PRR
 KW0743  HISTORY     - 1935     GOOD             CGS
 KW0743  HISTORY     - 1936     GOOD             CGS
 KW0743
 KW0743                          STATION DESCRIPTION
 KW0743
 KW0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0743'AT BIRD IN HAND.
 KW0743'AT BIRD-IN-HAND, LANCASTER COUNTY, AT THE NORTH SIDE OF THE
 KW0743'PENNSYLVANIA RAILROAD FREIGHT STATION, AND IN THE TOP OF THE
 KW0743'DOORSILL OF THE EAST DOOR.  A COPPER BOLT.
 KW0743
 KW0743                          STATION RECOVERY (1936)
 KW0743
 KW0743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 KW0743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0770 ***********************************************************************
 KX0770  DESIGNATION -  72 USGS
 KX0770  PID         -  KX0770
 KX0770  STATE/COUNTY-  PA/CAMBRIA
 KX0770  USGS QUAD   -  BARNESBORO (1984)
 KX0770
 KX0770                         *CURRENT SURVEY CONTROL
 KX0770  ___________________________________________________________________
 KX0770* NAD 83(1986)-  40 38 22.     (N)    078 45 03.     (W)     SCALED    
 KX0770* NAVD 88     -       465.986  (meters)    1528.82   (feet)  ADJUSTED  
 KX0770  ___________________________________________________________________
 KX0770  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KX0770  DYNAMIC HT  -         465.734 (meters)    1528.00  (feet)  COMP
 KX0770  MODELED GRAV-     980,070.4   (mgal)                       NAVD 88
 KX0770
 KX0770  VERT ORDER  -  SECOND    CLASS 0
 KX0770
 KX0770.The horizontal coordinates were scaled from a topographic map and have
 KX0770.an estimated accuracy of +/- 6 seconds.
 KX0770
 KX0770.The orthometric height was determined by differential leveling
 KX0770.and adjusted by the National Geodetic Survey in June 1991..
 KX0770
 KX0770.The geoid height was determined by GEOID03.
 KX0770
 KX0770.The dynamic height is computed by dividing the NAVD 88
 KX0770.geopotential number by the normal gravity value computed on the
 KX0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0770.degrees latitude (g = 980.6199 gals.).
 KX0770
 KX0770.The modeled gravity was interpolated from observed gravity values.
 KX0770
 KX0770;                    North         East    Units  Estimated Accuracy
 KX0770;SPC PA S     -   145,510.      515,340.      MT  (+/- 180 meters Scaled)
 KX0770
 KX0770                          SUPERSEDED SURVEY CONTROL
 KX0770
 KX0770  NGVD 29 (??/??/92)  466.145  (m)         1529.34   (f) ADJ UNCH    2 0
 KX0770
 KX0770.Superseded values are not recommended for survey control.
 KX0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0770.See file dsdata.txt to determine how the superseded data were derived.
 KX0770
 KX0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF901011(NAD 83)
 KX0770_MARKER: DD = SURVEY DISK
 KX0770_SETTING: 0 = UNSPECIFIED SETTING
 KX0770_STAMPING: USGS 72 FPV 1958
 KX0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0770
 KX0770  HISTORY     - Date     Condition        Report By
 KX0770  HISTORY     - 1958     MONUMENTED       PADT
 KX0770  HISTORY     - 1967     GOOD             NGS
 KX0770  HISTORY     - 1974     GOOD             PADT
 KX0770  HISTORY     - 20010201 GOOD             PADT
 KX0770
 KX0770                          STATION DESCRIPTION
 KX0770
 KX0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0770'3.6 MI N FROM CARROLLTOWN.
 KX0770'3.65 MILES NORTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE AT
 KX0770'CARROLLTOWN, ABOUT 1.2 MILES SOUTH OF THE POST OFFICE AT
 KX0770'SPANGLER, 24.0 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY AND
 KX0770'ABOUT LEVEL WITH HIGHWAY.
 KX0770
 KX0770                          STATION RECOVERY (1974)
 KX0770
 KX0770'RECOVERY NOTE BY PA DEPT OF TRANSP 1974
 KX0770'RECOVERED IN GOOD CONDITION.
 KX0770
 KX0770                          STATION RECOVERY (2001)
 KX0770
 KX0770'RECOVERY NOTE BY PA DEPT OF TRANSP 2001
 KX0770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0012 ***********************************************************************
 KY0012  DESIGNATION -  721
 KY0012  PID         -  KY0012
 KY0012  STATE/COUNTY-  PA/ALLEGHENY
 KY0012  USGS QUAD   -  AMBRIDGE (1990)
 KY0012
 KY0012                         *CURRENT SURVEY CONTROL
 KY0012  ___________________________________________________________________
 KY0012* NAD 83(1986)-  40 32 15.     (N)    080 11 43.     (W)     SCALED    
 KY0012* NAVD 88     -       219.654  (meters)     720.65   (feet)  ADJUSTED  
 KY0012  ___________________________________________________________________
 KY0012  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KY0012  DYNAMIC HT  -         219.541 (meters)     720.28  (feet)  COMP
 KY0012  MODELED GRAV-     980,103.8   (mgal)                       NAVD 88
 KY0012
 KY0012  VERT ORDER  -  FIRST     CLASS I
 KY0012
 KY0012.The horizontal coordinates were scaled from a topographic map and have
 KY0012.an estimated accuracy of +/- 6 seconds.
 KY0012
 KY0012.The orthometric height was determined by differential leveling
 KY0012.and adjusted by the National Geodetic Survey in June 1991..
 KY0012
 KY0012.The geoid height was determined by GEOID03.
 KY0012
 KY0012.The dynamic height is computed by dividing the NAVD 88
 KY0012.geopotential number by the normal gravity value computed on the
 KY0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0012.degrees latitude (g = 980.6199 gals.).
 KY0012
 KY0012.The modeled gravity was interpolated from observed gravity values.
 KY0012
 KY0012;                    North         East    Units  Estimated Accuracy
 KY0012;SPC PA S     -   136,570.      392,870.      MT  (+/- 180 meters Scaled)
 KY0012
 KY0012                          SUPERSEDED SURVEY CONTROL
 KY0012
 KY0012  NGVD 29 (??/??/92)  219.790  (m)          721.09   (f) ADJ UNCH    1 1
 KY0012
 KY0012.Superseded values are not recommended for survey control.
 KY0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0012.See file dsdata.txt to determine how the superseded data were derived.
 KY0012
 KY0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE681877(NAD 83)
 KY0012_MARKER: DD = SURVEY DISK
 KY0012_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0012_SP_SET: CULVERT
 KY0012_STAMPING: 721 PITTS
 KY0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0012
 KY0012  HISTORY     - Date     Condition        Report By
 KY0012  HISTORY     - UNK      MONUMENTED       USGS
 KY0012  HISTORY     - 1966     GOOD             NGS
 KY0012
 KY0012                          STATION DESCRIPTION
 KY0012
 KY0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY0012'2.7 MI W FROM CORAOPOLIS.
 KY0012'ABOUT 2.7 MILES WEST ALONG THE PITTSBURGH AND LAKE ERIE RAILROAD
 KY0012'FROM THE NEVILLE ISLAND BRIDGE AT CORAOPOLIS, ABOUT 0.3 MILE
 KY0012'SOUTHEAST OF MILEPOST NO. P 13, AT STOOPS FERRY, SET IN THE TOP
 KY0012'OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL TO A
 KY0012'20-FOOT ARCHED CULVERT OVER NARROWS RUN, 14 FEET NORTHEAST OF
 KY0012'THE NORTHEAST RAIL OF THE NORTHEAST ONE OF THREE TRACKS AND 3
 KY0012'FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1339 ***********************************************************************
 LY1339  DESIGNATION -  724.28
 LY1339  PID         -  LY1339
 LY1339  STATE/COUNTY-  PA/LACKAWANNA
 LY1339  USGS QUAD   -  SCRANTON (1994)
 LY1339
 LY1339                         *CURRENT SURVEY CONTROL
 LY1339  ___________________________________________________________________
 LY1339* NAD 83(1986)-  41 26 50.     (N)    075 38 32.     (W)     SCALED    
 LY1339* NAVD 88     -       220.659  (meters)     723.95   (feet)  ADJUSTED  
 LY1339  ___________________________________________________________________
 LY1339  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 LY1339  DYNAMIC HT  -         220.572 (meters)     723.66  (feet)  COMP
 LY1339  MODELED GRAV-     980,226.8   (mgal)                       NAVD 88
 LY1339
 LY1339  VERT ORDER  -  SECOND    CLASS 0
 LY1339
 LY1339.The horizontal coordinates were scaled from a topographic map and have
 LY1339.an estimated accuracy of +/- 6 seconds.
 LY1339
 LY1339.The orthometric height was determined by differential leveling
 LY1339.and adjusted by the National Geodetic Survey in June 1991..
 LY1339
 LY1339.The geoid height was determined by GEOID03.
 LY1339
 LY1339.The dynamic height is computed by dividing the NAVD 88
 LY1339.geopotential number by the normal gravity value computed on the
 LY1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1339.degrees latitude (g = 980.6199 gals.).
 LY1339
 LY1339.The modeled gravity was interpolated from observed gravity values.
 LY1339
 LY1339;                    North         East    Units  Estimated Accuracy
 LY1339;SPC PA N     -   144,350.      776,110.      MT  (+/- 180 meters Scaled)
 LY1339
 LY1339                          SUPERSEDED SURVEY CONTROL
 LY1339
 LY1339  NGVD 29 (??/??/92)  220.877  (m)          724.66   (f) ADJ UNCH    2 0
 LY1339
 LY1339.Superseded values are not recommended for survey control.
 LY1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1339.See file dsdata.txt to determine how the superseded data were derived.
 LY1339
 LY1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL463886(NAD 83)
 LY1339_MARKER: DB = BENCH MARK DISK
 LY1339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1339_SP_SET: PIER
 LY1339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1339
 LY1339  HISTORY     - Date     Condition        Report By
 LY1339  HISTORY     - UNK      MONUMENTED       DHRR
 LY1339  HISTORY     - 1961     GOOD             NGS
 LY1339  HISTORY     - 19990701 MARK NOT FOUND   PADT
 LY1339
 LY1339                          STATION DESCRIPTION
 LY1339
 LY1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LY1339'AT PROVIDENCE.
 LY1339'AT PROVIDENCE, LACKAWANNA COUNTY, ON THE DELAWARE AND HUDSON
 LY1339'RAILROAD, 400 FEET EAST OF MILEPOST W 21-A 190, AT THE DOUBLE
 LY1339'70-FOOT STEEL-TRUSS BRIDGE TO THE MARVIN COLLIERY, ON THE
 LY1339'NORTHWEST CORNER OF THE PIER EAST OF THE TRACK, 30 FEET EAST
 LY1339'OF THE CENTERLINE OF THE ROADBED, AND ABOUT 2 FEET LOWER THAN THE
 LY1339'TOP OF THE RAIL.
 LY1339
 LY1339                          STATION RECOVERY (1999)
 LY1339
 LY1339'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (JG)
 LY1339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2745 ***********************************************************************
 KV2745  DESIGNATION -  728 USGS
 KV2745  PID         -  KV2745
 KV2745  STATE/COUNTY-  PA/SCHUYLKILL
 KV2745  USGS QUAD   -  NEW RINGGOLD (1997)
 KV2745
 KV2745                         *CURRENT SURVEY CONTROL
 KV2745  ___________________________________________________________________
 KV2745* NAD 83(1986)-  40 40 58.     (N)    075 55 45.     (W)     SCALED    
 KV2745* NAVD 88     -       221.857  (meters)     727.88   (feet)  ADJUSTED  
 KV2745  ___________________________________________________________________
 KV2745  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KV2745  DYNAMIC HT  -         221.746 (meters)     727.51  (feet)  COMP
 KV2745  MODELED GRAV-     980,119.1   (mgal)                       NAVD 88
 KV2745
 KV2745  VERT ORDER  -  SECOND    CLASS 0
 KV2745
 KV2745.The horizontal coordinates were scaled from a topographic map and have
 KV2745.an estimated accuracy of +/- 6 seconds.
 KV2745
 KV2745.The orthometric height was determined by differential leveling
 KV2745.and adjusted by the National Geodetic Survey in June 1991..
 KV2745
 KV2745.The geoid height was determined by GEOID03.
 KV2745
 KV2745.The dynamic height is computed by dividing the NAVD 88
 KV2745.geopotential number by the normal gravity value computed on the
 KV2745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2745.degrees latitude (g = 980.6199 gals.).
 KV2745
 KV2745.The modeled gravity was interpolated from observed gravity values.
 KV2745
 KV2745;                    North         East    Units  Estimated Accuracy
 KV2745;SPC PA S     -   151,420.      753,910.      MT  (+/- 180 meters Scaled)
 KV2745
 KV2745                          SUPERSEDED SURVEY CONTROL
 KV2745
 KV2745  NGVD 29 (??/??/??)  222.050  (m)          728.51   (f) ADJUSTED    2 0
 KV2745
 KV2745.Superseded values are not recommended for survey control.
 KV2745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2745.See file dsdata.txt to determine how the superseded data were derived.
 KV2745
 KV2745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL214039(NAD 83)
 KV2745_MARKER: DD = SURVEY DISK
 KV2745_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2745_SP_SET: STEP
 KV2745_STAMPING: 728 1908
 KV2745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2745
 KV2745  HISTORY     - Date     Condition        Report By
 KV2745  HISTORY     - 1908     MONUMENTED       USGS
 KV2745  HISTORY     - 1942     GOOD             CGS
 KV2745  HISTORY     - 1990     GOOD             USPSQD
 KV2745
 KV2745                          STATION DESCRIPTION
 KV2745
 KV2745'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2745'1.3 MI SW FROM KEPNER.
 KV2745'1.3 MILES SOUTHWEST ALONG THE LEHIGH VALLEY RAILROAD FROM THE
 KV2745'FLAG STATION AT KEPNER, SET IN THE TOP STEP OF THE EAST
 KV2745'ABUTMENT OF A LARGE STONE ARCH BRIDGE, BRIDGE NO. PO-131, 9 RAILS
 KV2745'EAST OF AN OLD ROAD CROSSING, 8.6 FEET NORTH OF THE NORTH RAIL
 KV2745'OF TRACK, 2.4 FEET BELOW TRACK LEVEL.  A U.S. GEOLOGICAL
 KV2745'SURVEY DISK.
 KV2745
 KV2745                          STATION RECOVERY (1990)
 KV2745
 KV2745'RECOVERY NOTE BY US POWER SQUADRON 1990 (MWD)
 KV2745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1461 ***********************************************************************
 KV1461  DESIGNATION -  72+80 CNJRR
 KV1461  PID         -  KV1461
 KV1461  STATE/COUNTY-  PA/NORTHAMPTON
 KV1461  USGS QUAD   -  EASTON (1994)
 KV1461
 KV1461                         *CURRENT SURVEY CONTROL
 KV1461  ___________________________________________________________________
 KV1461* NAD 83(1986)-  40 41 11.     (N)    075 12 39.     (W)     SCALED    
 KV1461* NAVD 88     -        65.957  (meters)     216.39   (feet)  ADJUSTED  
 KV1461  ___________________________________________________________________
 KV1461  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KV1461  DYNAMIC HT  -          65.926 (meters)     216.29  (feet)  COMP
 KV1461  MODELED GRAV-     980,158.9   (mgal)                       NAVD 88
 KV1461
 KV1461  VERT ORDER  -  FIRST     CLASS II
 KV1461
 KV1461.The horizontal coordinates were scaled from a topographic map and have
 KV1461.an estimated accuracy of +/- 6 seconds.
 KV1461
 KV1461.The orthometric height was determined by differential leveling
 KV1461.and adjusted by the National Geodetic Survey in June 1991..
 KV1461
 KV1461.The geoid height was determined by GEOID03.
 KV1461
 KV1461.The dynamic height is computed by dividing the NAVD 88
 KV1461.geopotential number by the normal gravity value computed on the
 KV1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1461.degrees latitude (g = 980.6199 gals.).
 KV1461
 KV1461.The modeled gravity was interpolated from observed gravity values.
 KV1461
 KV1461;                    North         East    Units  Estimated Accuracy
 KV1461;SPC PA S     -   153,320.      814,610.      MT  (+/- 180 meters Scaled)
 KV1461
 KV1461                          SUPERSEDED SURVEY CONTROL
 KV1461
 KV1461  NGVD 29 (??/??/??)   66.171  (m)          217.10   (f) ADJUSTED    1 2
 KV1461
 KV1461.Superseded values are not recommended for survey control.
 KV1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1461.See file dsdata.txt to determine how the superseded data were derived.
 KV1461
 KV1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL821039(NAD 83)
 KV1461_MARKER: O = CHISELED CIRCLE
 KV1461_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1461_SP_SET: BRIDGE
 KV1461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1461
 KV1461  HISTORY     - Date     Condition        Report By
 KV1461  HISTORY     - 1932     MONUMENTED       CNJRR
 KV1461  HISTORY     - 1956     GOOD             CGS
 KV1461  HISTORY     - 1975     GOOD             PADT
 KV1461
 KV1461                          STATION DESCRIPTION
 KV1461
 KV1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1461'AT EASTON.
 KV1461'AT EASTON, ALONG THE CENTRAL RAILROAD OF NEW JERSEY, DIRECTLY
 KV1461'ACROSS THE TRACK FROM THE STATIONAT EASTON, ON TOP OF THE SOUTHWEST
 KV1461'STONE WING WALL OF THE LARGE STEEL BRIDGE OVER THE LEHIGH RIVER
 KV1461'AND U.S. HIGHWAY 611, 21.8 FEET SOUTH OF THE SOUTH AIL, 7.5
 KV1461'FEET SOUTH OF BENCH MARK EASTON 2, AT THE SOUTH CORNER OF THE
 KV1461'SOUTHWEST WING WALL AND 1-FOOT BELOW THE LEVEL OF THE TRACK.
 KV1461
 KV1461                          STATION RECOVERY (1975)
 KV1461
 KV1461'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 KV1461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2746 ***********************************************************************
 KV2746  DESIGNATION -  729 USGS
 KV2746  PID         -  KV2746
 KV2746  STATE/COUNTY-  PA/SCHUYLKILL
 KV2746  USGS QUAD   -  NEW RINGGOLD (1997)
 KV2746
 KV2746                         *CURRENT SURVEY CONTROL
 KV2746  ___________________________________________________________________
 KV2746* NAD 83(1986)-  40 42 10.     (N)    075 52 36.     (W)     SCALED    
 KV2746* NAVD 88     -       221.973  (meters)     728.26   (feet)  ADJUSTED  
 KV2746  ___________________________________________________________________
 KV2746  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KV2746  DYNAMIC HT  -         221.862 (meters)     727.89  (feet)  COMP
 KV2746  MODELED GRAV-     980,119.3   (mgal)                       NAVD 88
 KV2746
 KV2746  VERT ORDER  -  SECOND    CLASS 0
 KV2746
 KV2746.The horizontal coordinates were scaled from a topographic map and have
 KV2746.an estimated accuracy of +/- 6 seconds.
 KV2746
 KV2746.The orthometric height was determined by differential leveling
 KV2746.and adjusted by the National Geodetic Survey in June 1991..
 KV2746
 KV2746.The geoid height was determined by GEOID03.
 KV2746
 KV2746.The dynamic height is computed by dividing the NAVD 88
 KV2746.geopotential number by the normal gravity value computed on the
 KV2746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2746.degrees latitude (g = 980.6199 gals.).
 KV2746
 KV2746.The modeled gravity was interpolated from observed gravity values.
 KV2746
 KV2746;                    North         East    Units  Estimated Accuracy
 KV2746;SPC PA S     -   153,740.      758,300.      MT  (+/- 180 meters Scaled)
 KV2746
 KV2746                          SUPERSEDED SURVEY CONTROL
 KV2746
 KV2746  NGVD 29 (??/??/??)  222.167  (m)          728.89   (f) ADJUSTED    2 0
 KV2746
 KV2746.Superseded values are not recommended for survey control.
 KV2746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2746.See file dsdata.txt to determine how the superseded data were derived.
 KV2746
 KV2746_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL259061(NAD 83)
 KV2746_MARKER: DD = SURVEY DISK
 KV2746_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2746_SP_SET: BUILDING
 KV2746_STAMPING: 729 1908
 KV2746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2746
 KV2746  HISTORY     - Date     Condition        Report By
 KV2746  HISTORY     - 1908     MONUMENTED       USGS
 KV2746  HISTORY     - 1942     GOOD             CGS
 KV2746  HISTORY     - 1990     GOOD             USPSQD
 KV2746
 KV2746                          STATION DESCRIPTION
 KV2746
 KV2746'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2746'1.6 MI NE FROM KEPNER.
 KV2746'1.6 MILES NORTHEAST ALONG THE LEHIGH VALLEY RAILROAD FROM THE
 KV2746'FLAG STATION AT KEPNER, AT DORSET STATION, SET IN THE NORTH FACE
 KV2746'OF THE SECOND BUILDING NORTH OF THE TRACKS, 152 FEET NORTH OF
 KV2746'THE NORTH RAIL OF TRACK, 36 FEET WEST OF THE CENTER-LINE OF THE
 KV2746'ROAD, 21.5 FEET EAST OF THE NORTHWEST CORNER OF THE BUILDING,
 KV2746'8.7 FEET WEST OF THE NORTHEAST CORNER OF BUILDING, 0.9 FOOT
 KV2746'ABOVE GROUND LEVEL.  A U.S. GEOLOGICAL SURVEY DISK SET
 KV2746'VERTICALLY.
 KV2746
 KV2746                          STATION RECOVERY (1990)
 KV2746
 KV2746'RECOVERY NOTE BY US POWER SQUADRON 1990 (MWD)
 KV2746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0475 ***********************************************************************
 MA0475  DESIGNATION -  73
 MA0475  PID         -  MA0475
 MA0475  STATE/COUNTY-  PA/ELK
 MA0475  USGS QUAD   -  RIDGWAY (1988)
 MA0475
 MA0475                         *CURRENT SURVEY CONTROL
 MA0475  ___________________________________________________________________
 MA0475* NAD 83(1986)-  41 25 07.     (N)    078 39 54.     (W)     SCALED    
 MA0475* NAVD 88     -       445.565  (meters)    1461.82   (feet)  ADJUSTED  
 MA0475  ___________________________________________________________________
 MA0475  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 MA0475  DYNAMIC HT  -         445.364 (meters)    1461.17  (feet)  COMP
 MA0475  MODELED GRAV-     980,156.7   (mgal)                       NAVD 88
 MA0475
 MA0475  VERT ORDER  -  SECOND    CLASS 0
 MA0475
 MA0475.The horizontal coordinates were scaled from a topographic map and have
 MA0475.an estimated accuracy of +/- 6 seconds.
 MA0475
 MA0475.The orthometric height was determined by differential leveling
 MA0475.and adjusted by the National Geodetic Survey in June 1991..
 MA0475
 MA0475.The geoid height was determined by GEOID03.
 MA0475
 MA0475.The dynamic height is computed by dividing the NAVD 88
 MA0475.geopotential number by the normal gravity value computed on the
 MA0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0475.degrees latitude (g = 980.6199 gals.).
 MA0475
 MA0475.The modeled gravity was interpolated from observed gravity values.
 MA0475
 MA0475;                    North         East    Units  Estimated Accuracy
 MA0475;SPC PA N     -   139,440.      523,510.      MT  (+/- 180 meters Scaled)
 MA0475
 MA0475                          SUPERSEDED SURVEY CONTROL
 MA0475
 MA0475  NGVD 29 (??/??/92)  445.711  (m)         1462.30   (f) ADJ UNCH    2 0
 MA0475
 MA0475.Superseded values are not recommended for survey control.
 MA0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0475.See file dsdata.txt to determine how the superseded data were derived.
 MA0475
 MA0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF951878(NAD 83)
 MA0475_MARKER: Z = SEE DESCRIPTION
 MA0475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0475_SP_SET: CULVERT
 MA0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MA0475+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2004
 MA0475
 MA0475  HISTORY     - Date     Condition        Report By
 MA0475  HISTORY     - UNK      MONUMENTED       PRR
 MA0475  HISTORY     - 1934     GOOD             NGS
 MA0475  HISTORY     - 20040428 GOOD             USPSQD
 MA0475
 MA0475                          STATION DESCRIPTION
 MA0475
 MA0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0475'5.9 MI W FROM ST MARYS.
 MA0475'5.9 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM ST. MARYS,
 MA0475'ELK COUNTY, ABOUT 0.5 MILE WEST OF DAGUSCAHONDA, ABOUT 2,812 FEET
 MA0475'WEST OF MILEPOST 123, AT A DOUBLE STONE BOX CULVERT, IN THE TOP
 MA0475'OF THE SOUTHEAST CORNER, 14 FEET SOUTH OF THE CENTER LINE OF THE
 MA0475'TRACK, AND ABOUT 2-1/2 FEET LOWER THAN THE TOP OF THE RAIL.  THE
 MA0475'TOP OF A COPPER PLUG MARKED B.M. 73.
 MA0475
 MA0475                          STATION RECOVERY (2004)
 MA0475
 MA0475'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0366 ***********************************************************************
 MA0366  DESIGNATION -  73
 MA0366  PID         -  MA0366
 MA0366  STATE/COUNTY-  PA/CLEARFIELD
 MA0366  USGS QUAD   -  FALLS CREEK (1994)
 MA0366
 MA0366                         *CURRENT SURVEY CONTROL
 MA0366  ___________________________________________________________________
 MA0366* NAD 83(1986)-  41 07 45.     (N)    078 46 02.     (W)     SCALED    
 MA0366* NAVD 88     -       428.311  (meters)    1405.22   (feet)  ADJUSTED  
 MA0366  ___________________________________________________________________
 MA0366  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 MA0366  DYNAMIC HT  -         428.108 (meters)    1404.55  (feet)  COMP
 MA0366  MODELED GRAV-     980,136.5   (mgal)                       NAVD 88
 MA0366
 MA0366  VERT ORDER  -  FIRST     CLASS I
 MA0366
 MA0366.The horizontal coordinates were scaled from a topographic map and have
 MA0366.an estimated accuracy of +/- 6 seconds.
 MA0366
 MA0366.The orthometric height was determined by differential leveling
 MA0366.and adjusted by the National Geodetic Survey in June 1991..
 MA0366
 MA0366.The geoid height was determined by GEOID03.
 MA0366
 MA0366.The dynamic height is computed by dividing the NAVD 88
 MA0366.geopotential number by the normal gravity value computed on the
 MA0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0366.degrees latitude (g = 980.6199 gals.).
 MA0366
 MA0366.The modeled gravity was interpolated from observed gravity values.
 MA0366
 MA0366;                    North         East    Units  Estimated Accuracy
 MA0366;SPC PA N     -   107,390.      514,590.      MT  (+/- 180 meters Scaled)
 MA0366
 MA0366                          SUPERSEDED SURVEY CONTROL
 MA0366
 MA0366  NGVD 29 (??/??/92)  428.462  (m)         1405.71   (f) ADJ UNCH    1 1
 MA0366
 MA0366.Superseded values are not recommended for survey control.
 MA0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0366.See file dsdata.txt to determine how the superseded data were derived.
 MA0366
 MA0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF874554(NAD 83)
 MA0366_MARKER: Q = CHISELED SQUARE
 MA0366_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0366_SP_SET: ABUTMENT
 MA0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0366
 MA0366  HISTORY     - Date     Condition        Report By
 MA0366  HISTORY     - UNK      MONUMENTED       PRR
 MA0366  HISTORY     - 1967     GOOD             NGS
 MA0366
 MA0366                          STATION DESCRIPTION
 MA0366
 MA0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0366'0.8 MI N FROM DU BOIS.
 MA0366'ABOUT 0.2 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MA0366'THE UNION BANKING AND TRUST COMPANY BUILDING WHICH WAS FORMERLY
 MA0366'THE BALTIMORE AND OHIO RAILROAD STATION AT DU BOIS, THENCE 0.3
 MA0366'MILE NORTHEAST ALONG DU BOIS STREET, THENCE 0.25 MILE NORTHWEST
 MA0366'ALONG THE PENNSYLVANIA RAILROAD, SWITCH TOWER AT FALLS CREEK,
 MA0366'0.1 MILE SOUTHEAST OF A WATER TOWER, 16 FEET SOUTHWEST OF THE
 MA0366'SOUTHWEST RAIL OF THE TRACKS, A 2 1/2-INCH CHISELED SQUARE ON THE
 MA0366'TOP OF THE SOUTH CORNER OF THE NORTHWEST STONE ABUTMENT OF
 MA0366'RAILROAD BRIDGE 64.35, THE LEGEND BM 73 IS INSCRIBED IN THE TOP
 MA0366'OF THE ABUTMENT NEAR THE CHISELED SQUARE, AND ABOUT 2 FEET
 MA0366'BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0922 ***********************************************************************
 LZ0922  DESIGNATION -  736.2
 LZ0922  PID         -  LZ0922
 LZ0922  STATE/COUNTY-  PA/LYCOMING
 LZ0922  USGS QUAD   -  TROUT RUN (1973)
 LZ0922
 LZ0922                         *CURRENT SURVEY CONTROL
 LZ0922  ___________________________________________________________________
 LZ0922* NAD 83(1986)-  41 25 45.     (N)    077 00 22.     (W)     SCALED    
 LZ0922* NAVD 88     -       224.068  (meters)     735.13   (feet)  ADJUSTED  
 LZ0922  ___________________________________________________________________
 LZ0922  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 LZ0922  DYNAMIC HT  -         223.970 (meters)     734.81  (feet)  COMP
 LZ0922  MODELED GRAV-     980,181.8   (mgal)                       NAVD 88
 LZ0922
 LZ0922  VERT ORDER  -  SECOND    CLASS 0
 LZ0922
 LZ0922.The horizontal coordinates were scaled from a topographic map and have
 LZ0922.an estimated accuracy of +/- 6 seconds.
 LZ0922
 LZ0922.The orthometric height was determined by differential leveling
 LZ0922.and adjusted by the National Geodetic Survey in June 1991..
 LZ0922
 LZ0922.The geoid height was determined by GEOID03.
 LZ0922
 LZ0922.The dynamic height is computed by dividing the NAVD 88
 LZ0922.geopotential number by the normal gravity value computed on the
 LZ0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0922.degrees latitude (g = 980.6199 gals.).
 LZ0922
 LZ0922.The modeled gravity was interpolated from observed gravity values.
 LZ0922
 LZ0922;                    North         East    Units  Estimated Accuracy
 LZ0922;SPC PA N     -   140,470.      662,180.      MT  (+/- 180 meters Scaled)
 LZ0922
 LZ0922                          SUPERSEDED SURVEY CONTROL
 LZ0922
 LZ0922  NGVD 29 (??/??/92)  224.261  (m)          735.76   (f) ADJ UNCH    2 0
 LZ0922
 LZ0922.Superseded values are not recommended for survey control.
 LZ0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0922.See file dsdata.txt to determine how the superseded data were derived.
 LZ0922
 LZ0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL323883(NAD 83)
 LZ0922_MARKER: Z = SEE DESCRIPTION
 LZ0922_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0922_SP_SET: BRIDGE
 LZ0922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0922
 LZ0922  HISTORY     - Date     Condition        Report By
 LZ0922  HISTORY     - UNK      MONUMENTED       USGS
 LZ0922  HISTORY     - 1935     GOOD             NGS
 LZ0922
 LZ0922                          STATION DESCRIPTION
 LZ0922
 LZ0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ0922'0.1 MI N FROM FIELDS.
 LZ0922'ABOUT 0.1 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM FIELDS,
 LZ0922'LYCOMING COUNTY, ABOUT 1,380 FEET SOUTH OF MILEPOST 17, AT BRIDGE
 LZ0922'16.72, ON THE TOP OF THE EAST SIDE OF THE NORTH BACK WALL, 5 FEET
 LZ0922'EAST OF THE RAIL, AND ABOUT 6 INCHES LOWER THAN THE TOP OF THE
 LZ0922'RAIL.  A PAINTED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1336 ***********************************************************************
 LY1336  DESIGNATION -  737.20
 LY1336  PID         -  LY1336
 LY1336  STATE/COUNTY-  PA/LACKAWANNA
 LY1336  USGS QUAD   -  SCRANTON (1994)
 LY1336
 LY1336                         *CURRENT SURVEY CONTROL
 LY1336  ___________________________________________________________________
 LY1336* NAD 83(1986)-  41 24 42.     (N)    075 40 16.     (W)     SCALED    
 LY1336* NAVD 88     -       224.624  (meters)     736.95   (feet)  ADJUSTED  
 LY1336  ___________________________________________________________________
 LY1336  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 LY1336  DYNAMIC HT  -         224.537 (meters)     736.67  (feet)  COMP
 LY1336  MODELED GRAV-     980,230.8   (mgal)                       NAVD 88
 LY1336
 LY1336  VERT ORDER  -  SECOND    CLASS 0
 LY1336
 LY1336.The horizontal coordinates were scaled from a topographic map and have
 LY1336.an estimated accuracy of +/- 6 seconds.
 LY1336
 LY1336.The orthometric height was determined by differential leveling
 LY1336.and adjusted by the National Geodetic Survey in June 1991..
 LY1336
 LY1336.The geoid height was determined by GEOID03.
 LY1336
 LY1336.The dynamic height is computed by dividing the NAVD 88
 LY1336.geopotential number by the normal gravity value computed on the
 LY1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1336.degrees latitude (g = 980.6199 gals.).
 LY1336
 LY1336.The modeled gravity was interpolated from observed gravity values.
 LY1336
 LY1336;                    North         East    Units  Estimated Accuracy
 LY1336;SPC PA N     -   140,350.      773,790.      MT  (+/- 180 meters Scaled)
 LY1336
 LY1336                          SUPERSEDED SURVEY CONTROL
 LY1336
 LY1336  NGVD 29 (??/??/92)  224.835  (m)          737.65   (f) ADJ UNCH    2 0
 LY1336
 LY1336.Superseded values are not recommended for survey control.
 LY1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1336.See file dsdata.txt to determine how the superseded data were derived.
 LY1336
 LY1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL439846(NAD 83)
 LY1336_MARKER: X = CHISELED CROSS
 LY1336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1336_SP_SET: DOOR SILL
 LY1336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1336
 LY1336  HISTORY     - Date     Condition        Report By
 LY1336  HISTORY     - UNK      MONUMENTED       DHRR
 LY1336  HISTORY     - 1959     GOOD             NGS
 LY1336
 LY1336                          STATION DESCRIPTION
 LY1336
 LY1336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LY1336'AT SCRANTON.
 LY1336'LOCATED ON THE SOUTH SIDE OF THE COUNTY BOARD OF ASSISTANCE
 LY1336'BUILDING, WHICH USE TO BE THE DELAWARE AND HUDSON RAILROAD
 LY1336'STATION, ABOUT 100 FEET NORTHEAST OF LACKAWANNA AVENUE, 20 FEET
 LY1336'NORTHWEST OF THE CENTERLINE OF A ROAD LEADING TO THE REAR OF THE
 LY1336'COUNTY BOARD OF ASSISTANCE BUILDING, 40 FEET NORTHWEST OF THE OLD
 LY1336'FREIGHT STATION, AND ON A DOOR SILL, A CHISEL CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0514 ***********************************************************************
 MA0514  DESIGNATION -  74
 MA0514  PID         -  MA0514
 MA0514  STATE/COUNTY-  PA/CLEARFIELD
 MA0514  USGS QUAD   -  FALLS CREEK (1994)
 MA0514
 MA0514                         *CURRENT SURVEY CONTROL
 MA0514  ___________________________________________________________________
 MA0514* NAD 83(1986)-  41 07 35.     (N)    078 45 13.     (W)     SCALED    
 MA0514* NAVD 88     -       430.723  (meters)    1413.13   (feet)  ADJUSTED  
 MA0514  ___________________________________________________________________
 MA0514  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 MA0514  DYNAMIC HT  -         430.518 (meters)    1412.46  (feet)  COMP
 MA0514  MODELED GRAV-     980,136.0   (mgal)                       NAVD 88
 MA0514
 MA0514  VERT ORDER  -  SECOND    CLASS 0
 MA0514
 MA0514.The horizontal coordinates were scaled from a topographic map and have
 MA0514.an estimated accuracy of +/- 6 seconds.
 MA0514
 MA0514.The orthometric height was determined by differential leveling
 MA0514.and adjusted by the National Geodetic Survey in June 1991..
 MA0514
 MA0514.The geoid height was determined by GEOID03.
 MA0514
 MA0514.The dynamic height is computed by dividing the NAVD 88
 MA0514.geopotential number by the normal gravity value computed on the
 MA0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0514.degrees latitude (g = 980.6199 gals.).
 MA0514
 MA0514.The modeled gravity was interpolated from observed gravity values.
 MA0514
 MA0514;                    North         East    Units  Estimated Accuracy
 MA0514;SPC PA N     -   107,070.      515,730.      MT  (+/- 180 meters Scaled)
 MA0514
 MA0514                          SUPERSEDED SURVEY CONTROL
 MA0514
 MA0514  NGVD 29 (??/??/92)  430.869  (m)         1413.61   (f) ADJ UNCH    2 0
 MA0514
 MA0514.Superseded values are not recommended for survey control.
 MA0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0514.See file dsdata.txt to determine how the superseded data were derived.
 MA0514
 MA0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF885552(NAD 83)
 MA0514_MARKER: Z = SEE DESCRIPTION
 MA0514_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0514_SP_SET: WATER TABLE
 MA0514_STAMPING: BM 74
 MA0514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0514
 MA0514  HISTORY     - Date     Condition        Report By
 MA0514  HISTORY     - UNK      MONUMENTED       PRR
 MA0514  HISTORY     - 1934     GOOD             NGS
 MA0514
 MA0514                          STATION DESCRIPTION
 MA0514
 MA0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0514'AT DU BOIS.
 MA0514'AT DU BOIS PRR STATION.  IN TOP OF STONE WATER TABLE IN NORTHEAST
 MA0514'CORNER OF BUILDING.  39 FT SOUTH OF THE CENTERLINE OF TRACK.
 MA0514'3 FT ABOVE THE TOP OF RAIL.  A HORIZONTAL MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0913 ***********************************************************************
 LZ0913  DESIGNATION -  74
 LZ0913  PID         -  LZ0913
 LZ0913  STATE/COUNTY-  PA/CLINTON
 LZ0913  USGS QUAD   -  LOCK HAVEN (1986)
 LZ0913
 LZ0913                         *CURRENT SURVEY CONTROL
 LZ0913  ___________________________________________________________________
 LZ0913* NAD 83(1986)-  41 07 57.     (N)    077 24 18.     (W)     SCALED    
 LZ0913* NAVD 88     -       169.947  (meters)     557.57   (feet)  ADJUSTED  
 LZ0913  ___________________________________________________________________
 LZ0913  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 LZ0913  DYNAMIC HT  -         169.870 (meters)     557.32  (feet)  COMP
 LZ0913  MODELED GRAV-     980,169.3   (mgal)                       NAVD 88
 LZ0913
 LZ0913  VERT ORDER  -  FIRST     CLASS II
 LZ0913
 LZ0913.The horizontal coordinates were scaled from a topographic map and have
 LZ0913.an estimated accuracy of +/- 6 seconds.
 LZ0913
 LZ0913.The orthometric height was determined by differential leveling
 LZ0913.and adjusted by the National Geodetic Survey in June 1991..
 LZ0913
 LZ0913.The geoid height was determined by GEOID03.
 LZ0913
 LZ0913.The dynamic height is computed by dividing the NAVD 88
 LZ0913.geopotential number by the normal gravity value computed on the
 LZ0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0913.degrees latitude (g = 980.6199 gals.).
 LZ0913
 LZ0913.The modeled gravity was interpolated from observed gravity values.
 LZ0913
 LZ0913;                    North         East    Units  Estimated Accuracy
 LZ0913;SPC PA N     -   107,320.      628,970.      MT  (+/- 180 meters Scaled)
 LZ0913
 LZ0913                          SUPERSEDED SURVEY CONTROL
 LZ0913
 LZ0913  NGVD 29 (??/??/92)  170.148  (m)          558.23   (f) ADJ UNCH    1 2
 LZ0913
 LZ0913.Superseded values are not recommended for survey control.
 LZ0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0913.See file dsdata.txt to determine how the superseded data were derived.
 LZ0913
 LZ0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL981562(NAD 83)
 LZ0913_MARKER: B = BOLT
 LZ0913_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0913_SP_SET: BRIDGE
 LZ0913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0913
 LZ0913  HISTORY     - Date     Condition        Report By
 LZ0913  HISTORY     - UNK      MONUMENTED       PRR
 LZ0913  HISTORY     - 1960     MARK NOT FOUND   NGS
 LZ0913
 LZ0913                          STATION DESCRIPTION
 LZ0913
 LZ0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LZ0913'1.8 MI E FROM LOCK HAVEN.
 LZ0913'1.8 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM LOCK HAVEN,
 LZ0913'CLINTON COUNTY, AT BRIDGE 224.98 OVER BALD EAGLE CREEK, AND IN
 LZ0913'THE SECOND COURSE OF THE SOUTHEAST WINGWALL.  A COPPER BOLT.
 LZ0913'NOTE-- BOLT WAS SEARCHED FOR AND THE PLACE DESCRIBED HAS BEEN
 LZ0913'MOVED ON THE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0746 ***********************************************************************
 KW0746  DESIGNATION -  74 PRR
 KW0746  PID         -  KW0746
 KW0746  STATE/COUNTY-  PA/LANCASTER
 KW0746  USGS QUAD   -  LEOLA (1992)
 KW0746
 KW0746                         *CURRENT SURVEY CONTROL
 KW0746  ___________________________________________________________________
 KW0746* NAD 83(1986)-  40 02 35.     (N)    076 12 33.     (W)     SCALED    
 KW0746* NAVD 88     -       115.714  (meters)     379.64   (feet)  ADJUSTED  
 KW0746  ___________________________________________________________________
 KW0746  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KW0746  DYNAMIC HT  -         115.654 (meters)     379.44  (feet)  COMP
 KW0746  MODELED GRAV-     980,110.5   (mgal)                       NAVD 88
 KW0746
 KW0746  VERT ORDER  -  SECOND    CLASS 0
 KW0746
 KW0746.The horizontal coordinates were scaled from a topographic map and have
 KW0746.an estimated accuracy of +/- 6 seconds.
 KW0746
 KW0746.The orthometric height was determined by differential leveling
 KW0746.and adjusted by the National Geodetic Survey in June 1991..
 KW0746
 KW0746.The geoid height was determined by GEOID03.
 KW0746
 KW0746.The dynamic height is computed by dividing the NAVD 88
 KW0746.geopotential number by the normal gravity value computed on the
 KW0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0746.degrees latitude (g = 980.6199 gals.).
 KW0746
 KW0746.The modeled gravity was interpolated from observed gravity values.
 KW0746
 KW0746;                    North         East    Units  Estimated Accuracy
 KW0746;SPC PA S     -    79,950.      731,490.      MT  (+/- 180 meters Scaled)
 KW0746
 KW0746                          SUPERSEDED SURVEY CONTROL
 KW0746
 KW0746  NGVD 29 (??/??/??)  115.981  (m)          380.51   (f) ADJUSTED    2 0
 KW0746
 KW0746.Superseded values are not recommended for survey control.
 KW0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0746.See file dsdata.txt to determine how the superseded data were derived.
 KW0746
 KW0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK968332(NAD 83)
 KW0746_MARKER: B = BOLT
 KW0746_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0746_SP_SET: PIER
 KW0746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0746
 KW0746  HISTORY     - Date     Condition        Report By
 KW0746  HISTORY     - UNK      MONUMENTED       PRR
 KW0746  HISTORY     - 1935     GOOD             CGS
 KW0746  HISTORY     - 1936     GOOD             CGS
 KW0746  HISTORY     - 20040620 MARK NOT FOUND   GEOCAC
 KW0746
 KW0746                          STATION DESCRIPTION
 KW0746
 KW0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0746'1.6 MI W FROM BIRD IN HAND.
 KW0746'ABOUT 1.6 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW0746'STATION AT BIRD-IN-HAND, LANCASTER COUNTY, ABOUT 0.5 MILE
 KW0746'WEST OF WITMER, AT AN OVERPASS, AND IN THE TOP OF THE EAST END
 KW0746'OF THE NORTH PIER.  A COPPER BOLT.
 KW0746
 KW0746                          STATION RECOVERY (1936)
 KW0746
 KW0746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 KW0746'RECOVERED IN GOOD CONDITION.
 KW0746
 KW0746                          STATION RECOVERY (2004)
 KW0746
 KW0746'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0746'BRIDGE WAS REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2070 ***********************************************************************
 KW2070  DESIGNATION -  744 USGS
 KW2070  PID         -  KW2070
 KW2070  STATE/COUNTY-  PA/CUMBERLAND
 KW2070  USGS QUAD   -  WALNUT BOTTOM (1977)
 KW2070
 KW2070                         *CURRENT SURVEY CONTROL
 KW2070  ___________________________________________________________________
 KW2070* NAD 83(1986)-  40 03 01.     (N)    077 28 17.     (W)     SCALED    
 KW2070* NAVD 88     -       227.288  (meters)     745.69   (feet)  ADJUSTED  
 KW2070  ___________________________________________________________________
 KW2070  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KW2070  DYNAMIC HT  -         227.159 (meters)     745.27  (feet)  COMP
 KW2070  MODELED GRAV-     980,055.1   (mgal)                       NAVD 88
 KW2070
 KW2070  VERT ORDER  -  FIRST     CLASS II
 KW2070
 KW2070.The horizontal coordinates were scaled from a topographic map and have
 KW2070.an estimated accuracy of +/- 6 seconds.
 KW2070
 KW2070.The orthometric height was determined by differential leveling
 KW2070.and adjusted by the National Geodetic Survey in June 1991..
 KW2070.WARNING-Repeat measurements at this control monument indicate possible
 KW2070.vertical movement.
 KW2070
 KW2070.The geoid height was determined by GEOID03.
 KW2070
 KW2070.The dynamic height is computed by dividing the NAVD 88
 KW2070.geopotential number by the normal gravity value computed on the
 KW2070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2070.degrees latitude (g = 980.6199 gals.).
 KW2070
 KW2070.The modeled gravity was interpolated from observed gravity values.
 KW2070
 KW2070;                    North         East    Units  Estimated Accuracy
 KW2070;SPC PA S     -    79,640.      623,770.      MT  (+/- 180 meters Scaled)
 KW2070
 KW2070                          SUPERSEDED SURVEY CONTROL
 KW2070
 KW2070  NGVD 29 (??/??/??)  227.478  (m)          746.32   (f) ADJUSTED    1 2
 KW2070
 KW2070.Superseded values are not recommended for survey control.
 KW2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2070.See file dsdata.txt to determine how the superseded data were derived.
 KW2070
 KW2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK891362(NAD 83)
 KW2070_MARKER: DD = SURVEY DISK
 KW2070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2070_SP_SET: BRIDGE
 KW2070_STAMPING: 744
 KW2070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2070
 KW2070  HISTORY     - Date     Condition        Report By
 KW2070  HISTORY     - UNK      MONUMENTED       USGS
 KW2070  HISTORY     - 1960     GOOD             CGS
 KW2070  HISTORY     - 1979     GOOD             NGS
 KW2070
 KW2070                          STATION DESCRIPTION
 KW2070
 KW2070'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2070'2.8 MI E FROM SHIPPENSBURG.
 KW2070'0.2 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE FIRST
 KW2070'NATIONAL BANK AT SHIPPENSBURG, CUMBERLAND COUNTY, THENCE 2.6
 KW2070'MILES EAST ALONG THE READING COMPANY RAILWAY, AT CLEVERSBURG
 KW2070'JUNCTION, AND IN THE TOP OF THE NORTHWEST WINGWALL OF CONCRETE
 KW2070'OVERPASS BRIDGE 38/30 A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 KW2070'STAMPED 744.
 KW2070
 KW2070                          STATION RECOVERY (1979)
 KW2070
 KW2070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0025 ***********************************************************************
 KY0025  DESIGNATION -  744.54
 KY0025  PID         -  KY0025
 KY0025  STATE/COUNTY-  PA/BEAVER
 KY0025  USGS QUAD   -  AMBRIDGE (1990)
 KY0025
 KY0025                         *CURRENT SURVEY CONTROL
 KY0025  ___________________________________________________________________
 KY0025* NAD 83(1986)-  40 37 09.     (N)    080 14 32.     (W)     SCALED    
 KY0025* NAVD 88     -       226.793  (meters)     744.07   (feet)  POSTED    
 KY0025  ___________________________________________________________________
 KY0025  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 KY0025  DYNAMIC HT  -         226.680 (meters)     743.70  (feet)  COMP
 KY0025  MODELED GRAV-     980,112.9   (mgal)                       NAVD 88
 KY0025
 KY0025  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KY0025
 KY0025.The horizontal coordinates were scaled from a topographic map and have
 KY0025.an estimated accuracy of +/- 6 seconds.
 KY0025
 KY0025.The orthometric height was determined by differential leveling
 KY0025.and adjusted by the National Geodetic Survey in 1992..
 KY0025.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KY0025.rate of 0.0 thru 1.0 mm/km.
 KY0025
 KY0025.The geoid height was determined by GEOID03.
 KY0025
 KY0025.The dynamic height is computed by dividing the NAVD 88
 KY0025.geopotential number by the normal gravity value computed on the
 KY0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0025.degrees latitude (g = 980.6199 gals.).
 KY0025
 KY0025.The modeled gravity was interpolated from observed gravity values.
 KY0025
 KY0025;                    North         East    Units  Estimated Accuracy
 KY0025;SPC PA S     -   145,750.      389,150.      MT  (+/- 180 meters Scaled)
 KY0025
 KY0025                          SUPERSEDED SURVEY CONTROL
 KY0025
 KY0025  NGVD 29 (??/??/92)  226.91   (m)          744.5    (f) COMPUTED    1 2
 KY0025
 KY0025.Superseded values are not recommended for survey control.
 KY0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0025.See file dsdata.txt to determine how the superseded data were derived.
 KY0025
 KY0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE640967(NAD 83)
 KY0025_MARKER: T = CHISELED TRIANGLE
 KY0025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0025_SP_SET: PLATFORM
 KY0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0025
 KY0025  HISTORY     - Date     Condition        Report By
 KY0025  HISTORY     - UNK      MONUMENTED       USGS
 KY0025  HISTORY     - 1941     GOOD             NGS
 KY0025  HISTORY     - 1966     MARK NOT FOUND   NGS
 KY0025
 KY0025                          STATION DESCRIPTION
 KY0025
 KY0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KY0025'AT ALIQUIPPA.
 KY0025'AT ALIQUIPPA, AT THE PITTSBURGH AND LAKE ERIE RAILROAD STATION,
 KY0025'ON THE NORTHWEST CORNER OF THE PLATFORM, 13.8 FEET SOUTHWEST OF
 KY0025'THE STEPS TO THE STREET BELOW THE TRACK, 5.5 FEET EAST OF THE EAST
 KY0025'RAIL OF THE WEST-BOUND TRACK, AND 18.3 FEET NORTHWEST OF THE
 KY0025'FIRST POLE NORTH OF THE PLATFORM SHED.  A TRIANGULAR CUT.
 KY0025
 KY0025                          STATION RECOVERY (1966)
 KY0025
 KY0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KY0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2021 ***********************************************************************
 JV2021  DESIGNATION -  745 USGS
 JV2021  PID         -  JV2021
 JV2021  STATE/COUNTY-  PA/ADAMS
 JV2021  USGS QUAD   -  ARENDTSVILLE (1990)
 JV2021
 JV2021                         *CURRENT SURVEY CONTROL
 JV2021  ___________________________________________________________________
 JV2021* NAD 83(1986)-  39 53 02.     (N)    077 21 32.     (W)     SCALED    
 JV2021* NAVD 88     -       227.131  (meters)     745.18   (feet)  ADJUSTED  
 JV2021  ___________________________________________________________________
 JV2021  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JV2021  DYNAMIC HT  -         227.002 (meters)     744.76  (feet)  COMP
 JV2021  MODELED GRAV-     980,050.8   (mgal)                       NAVD 88
 JV2021
 JV2021  VERT ORDER  -  SECOND    CLASS 0
 JV2021
 JV2021.The horizontal coordinates were scaled from a topographic map and have
 JV2021.an estimated accuracy of +/- 6 seconds.
 JV2021
 JV2021.The orthometric height was determined by differential leveling
 JV2021.and adjusted by the National Geodetic Survey in June 1991..
 JV2021
 JV2021.The geoid height was determined by GEOID03.
 JV2021
 JV2021.The dynamic height is computed by dividing the NAVD 88
 JV2021.geopotential number by the normal gravity value computed on the
 JV2021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2021.degrees latitude (g = 980.6199 gals.).
 JV2021
 JV2021.The modeled gravity was interpolated from observed gravity values.
 JV2021
 JV2021;                    North         East    Units  Estimated Accuracy
 JV2021;SPC PA S     -    61,210.      633,460.      MT  (+/- 180 meters Scaled)
 JV2021
 JV2021                          SUPERSEDED SURVEY CONTROL
 JV2021
 JV2021  NGVD 29 (??/??/??)  227.308  (m)          745.76   (f) ADJUSTED    2 0
 JV2021
 JV2021.Superseded values are not recommended for survey control.
 JV2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2021.See file dsdata.txt to determine how the superseded data were derived.
 JV2021
 JV2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK982175(NAD 83)
 JV2021_MARKER: DD = SURVEY DISK
 JV2021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV2021_SP_SET: BUILDING
 JV2021_STAMPING: 745 1908
 JV2021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV2021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV2021+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2006
 JV2021
 JV2021  HISTORY     - Date     Condition        Report By
 JV2021  HISTORY     - 1908     MONUMENTED       USGS
 JV2021  HISTORY     - 1942     GOOD             CGS
 JV2021  HISTORY     - 20040815 GOOD             GEOCAC
 JV2021  HISTORY     - 20060607 GOOD             GEOCAC
 JV2021
 JV2021                          STATION DESCRIPTION
 JV2021
 JV2021'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV2021'AT CASHTOWN.
 JV2021'AT CASHTOWN, ADAMS COUNTY, ALONG U.S. HIGHWAY 30, BETWEEN ROAD
 JV2021'01001 LEADING NORTH AND ROAD 01001 LEADING SOUTH TO ORRTANNA, IN
 JV2021'THE WEST CORNER OF THE CASHTOWN TAP ROOM, 33.6 FEET NORTHEAST OF
 JV2021'THE CENTERLINE OF THE HIGHWAY, 24 FEET SOUTHEAST OF THE SOUTH
 JV2021'CORNER OF THE CASHTOWN POST OFFICE, AND 2 FEET ABOVE THE GROUND.
 JV2021'A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 745 1908 AND SET
 JV2021'VERTICALLY.
 JV2021
 JV2021                          STATION RECOVERY (2004)
 JV2021
 JV2021'RECOVERY NOTE BY GEOCACHING 2004 (MHB)
 JV2021'RECOVERED IN GOOD CONDITION.
 JV2021
 JV2021                          STATION RECOVERY (2006)
 JV2021
 JV2021'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV2021'MARK IS SET IN FOURTH HOUSE EAST OF HIGH STREET RUNNING NORTH - RED
 JV2021'BRICK BUILDING IS NOW A PRIVATE RESIDENCE. US ROUTE 30 HAS BEEN
 JV2021'REALIGNED - ROAD IS NOW KNOWN AS OLD ROUTE 30.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0230 ***********************************************************************
 KX0230  DESIGNATION -  748
 KX0230  PID         -  KX0230
 KX0230  STATE/COUNTY-  PA/HUNTINGDON
 KX0230  USGS QUAD   -  SPRUCE CREEK (1977)
 KX0230
 KX0230                         *CURRENT SURVEY CONTROL
 KX0230  ___________________________________________________________________
 KX0230* NAD 83(1986)-  40 34 17.     (N)    078 08 18.     (W)     SCALED    
 KX0230* NAVD 88     -       227.845  (meters)     747.52   (feet)  ADJUSTED  
 KX0230  ___________________________________________________________________
 KX0230  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KX0230  DYNAMIC HT  -         227.731 (meters)     747.15  (feet)  COMP
 KX0230  MODELED GRAV-     980,117.6   (mgal)                       NAVD 88
 KX0230
 KX0230  VERT ORDER  -  SECOND    CLASS 0
 KX0230
 KX0230.The horizontal coordinates were scaled from a topographic map and have
 KX0230.an estimated accuracy of +/- 6 seconds.
 KX0230
 KX0230.The orthometric height was determined by differential leveling
 KX0230.and adjusted by the National Geodetic Survey in June 1991..
 KX0230
 KX0230.The geoid height was determined by GEOID03.
 KX0230
 KX0230.The dynamic height is computed by dividing the NAVD 88
 KX0230.geopotential number by the normal gravity value computed on the
 KX0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0230.degrees latitude (g = 980.6199 gals.).
 KX0230
 KX0230.The modeled gravity was interpolated from observed gravity values.
 KX0230
 KX0230;                    North         East    Units  Estimated Accuracy
 KX0230;SPC PA S     -   137,540.      567,120.      MT  (+/- 180 meters Scaled)
 KX0230
 KX0230                          SUPERSEDED SURVEY CONTROL
 KX0230
 KX0230  NGVD 29 (??/??/92)  228.040  (m)          748.16   (f) ADJ UNCH    2 0
 KX0230
 KX0230.Superseded values are not recommended for survey control.
 KX0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0230.See file dsdata.txt to determine how the superseded data were derived.
 KX0230
 KX0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE422951(NAD 83)
 KX0230_MARKER: DD = SURVEY DISK
 KX0230_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0230_SP_SET: BRIDGE
 KX0230_STAMPING: 748 PA 748 1920
 KX0230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0230
 KX0230  HISTORY     - Date     Condition        Report By
 KX0230  HISTORY     - 1920     MONUMENTED       USGS
 KX0230  HISTORY     - 1967     GOOD             NGS
 KX0230  HISTORY     - 20041108 MARK NOT FOUND   USPSQD
 KX0230
 KX0230                          STATION DESCRIPTION
 KX0230
 KX0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0230'10.8 MI NW FROM HUNTINGDON.
 KX0230'ABOUT 10.8 MILES NORTHWEST ALONG U.S. HIGHWAY 22 FROM THE
 KX0230'BRIDGE OVER THE JUNIATA RIVER IN HUNTINGDON, SET IN THE TOP OF
 KX0230'THE EAST END OF THE NORTH BRIDGE BANNISTER AT THE SMALL VILLAGE
 KX0230'OF WATERSTREET, 200 FEET NORTH OF THE APPROXIMATE CENTER OF
 KX0230'HIGHWAY, 10 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 KX0230'350, AND IS ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 KX0230
 KX0230                          STATION RECOVERY (2004)
 KX0230
 KX0230'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPP)
 KX0230'THE BRIDGE HAS BEEN REPLACED WITH A CONCRETE BOX CULVERT.  THERE IS A
 KX0230'PA DOT BM IN THE SOUTHWEST WINGWALL ABOUT 1 FOOT LOWER THAN THE
 KX0230'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1123 ***********************************************************************
 LZ1123  DESIGNATION -  7/48+19
 LZ1123  PID         -  LZ1123
 LZ1123  STATE/COUNTY-  PA/LYCOMING
 LZ1123  USGS QUAD   -  JERSEY MILLS (1983)
 LZ1123
 LZ1123                         *CURRENT SURVEY CONTROL
 LZ1123  ___________________________________________________________________
 LZ1123* NAD 83(1986)-  41 19 07.     (N)    077 25 06.     (W)     SCALED    
 LZ1123* NAVD 88     -       273.594  (meters)     897.62   (feet)  ADJUSTED  
 LZ1123  ___________________________________________________________________
 LZ1123  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 LZ1123  DYNAMIC HT  -         273.468 (meters)     897.20  (feet)  COMP
 LZ1123  MODELED GRAV-     980,153.4   (mgal)                       NAVD 88
 LZ1123
 LZ1123  VERT ORDER  -  SECOND    CLASS 0
 LZ1123
 LZ1123.The horizontal coordinates were scaled from a topographic map and have
 LZ1123.an estimated accuracy of +/- 6 seconds.
 LZ1123
 LZ1123.The orthometric height was determined by differential leveling
 LZ1123.and adjusted by the National Geodetic Survey in June 1991..
 LZ1123
 LZ1123.The geoid height was determined by GEOID03.
 LZ1123
 LZ1123.The dynamic height is computed by dividing the NAVD 88
 LZ1123.geopotential number by the normal gravity value computed on the
 LZ1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1123.degrees latitude (g = 980.6199 gals.).
 LZ1123
 LZ1123.The modeled gravity was interpolated from observed gravity values.
 LZ1123
 LZ1123;                    North         East    Units  Estimated Accuracy
 LZ1123;SPC PA N     -   127,980.      627,770.      MT  (+/- 180 meters Scaled)
 LZ1123
 LZ1123                          SUPERSEDED SURVEY CONTROL
 LZ1123
 LZ1123  NGVD 29 (??/??/92)  273.784  (m)          898.24   (f) ADJ UNCH    2 0
 LZ1123
 LZ1123.Superseded values are not recommended for survey control.
 LZ1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1123.See file dsdata.txt to determine how the superseded data were derived.
 LZ1123
 LZ1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL975769(NAD 83)
 LZ1123_MARKER: DD = SURVEY DISK
 LZ1123_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1123_SP_SET: BRIDGE
 LZ1123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1123
 LZ1123  HISTORY     - Date     Condition        Report By
 LZ1123  HISTORY     - UNK      MONUMENTED       PADH
 LZ1123  HISTORY     - 1935     GOOD             NGS
 LZ1123
 LZ1123                          STATION DESCRIPTION
 LZ1123
 LZ1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ1123'3.2 MI NW FROM WATERVILLE.
 LZ1123'3.2 MILES NORTHWEST ALONG STATE HIGHWAY 44 FROM WATERVILLE, AT
 LZ1123'HIGHWAY STATION 7/48+19, AT A 24-FOOT CONCRETE BRIDGE, IN THE
 LZ1123'TOP OF THE NORTHEAST WING WALL, 12 FEET NORTH OF THE CENTER LINE
 LZ1123'OF THE HIGHWAY, AND LEVEL WITH THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1460 ***********************************************************************
 KV1460  DESIGNATION -  74+85 CNJRR
 KV1460  PID         -  KV1460
 KV1460  STATE/COUNTY-  PA/NORTHAMPTON
 KV1460  USGS QUAD   -  EASTON (1994)
 KV1460
 KV1460                         *CURRENT SURVEY CONTROL
 KV1460  ___________________________________________________________________
 KV1460* NAD 83(1986)-  40 40 15.     (N)    075 14 18.     (W)     SCALED    
 KV1460* NAVD 88     -        67.036  (meters)     219.93   (feet)  ADJUSTED  
 KV1460  ___________________________________________________________________
 KV1460  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 KV1460  DYNAMIC HT  -          67.005 (meters)     219.83  (feet)  COMP
 KV1460  MODELED GRAV-     980,153.8   (mgal)                       NAVD 88
 KV1460
 KV1460  VERT ORDER  -  FIRST     CLASS II
 KV1460
 KV1460.The horizontal coordinates were scaled from a topographic map and have
 KV1460.an estimated accuracy of +/- 6 seconds.
 KV1460
 KV1460.The orthometric height was determined by differential leveling
 KV1460.and adjusted by the National Geodetic Survey in June 1991..
 KV1460
 KV1460.The geoid height was determined by GEOID03.
 KV1460
 KV1460.The dynamic height is computed by dividing the NAVD 88
 KV1460.geopotential number by the normal gravity value computed on the
 KV1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1460.degrees latitude (g = 980.6199 gals.).
 KV1460
 KV1460.The modeled gravity was interpolated from observed gravity values.
 KV1460
 KV1460;                    North         East    Units  Estimated Accuracy
 KV1460;SPC PA S     -   151,530.      812,330.      MT  (+/- 180 meters Scaled)
 KV1460
 KV1460                          SUPERSEDED SURVEY CONTROL
 KV1460
 KV1460  NGVD 29 (??/??/??)   67.252  (m)          220.64   (f) ADJUSTED    1 2
 KV1460
 KV1460.Superseded values are not recommended for survey control.
 KV1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1460.See file dsdata.txt to determine how the superseded data were derived.
 KV1460
 KV1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL798022(NAD 83)
 KV1460_MARKER: B = BOLT
 KV1460_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1460_SP_SET: ROCK CUT
 KV1460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1460
 KV1460  HISTORY     - Date     Condition        Report By
 KV1460  HISTORY     - 1932     MONUMENTED       CNJRR
 KV1460  HISTORY     - 1932     GOOD             CGS
 KV1460  HISTORY     - 1943     GOOD             CGS
 KV1460
 KV1460                          STATION DESCRIPTION
 KV1460
 KV1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1460'AT WEST EASTON.
 KV1460'AT WEST EASTON, NORTHHAMPTON COUNTY, SOUTHWEST OF EASTON, ON
 KV1460'THE CENTRAL RAILROAD OF NEW JERSEY, 300 YARDS NORTHEAST OF
 KV1460'MILEPOST 75, 9-1/2 RAILS NORTHEAST OF A ROAD CROSSING, 20-1/2 FEET
 KV1460'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN-LINE TRACK, IN A
 KV1460'HORIZONTAL PROJECTION ON THE FACE OF A ROCK CUT, AND ABOUT 1 FOOT
 KV1460'HIGHER THAN THE TOP OF THE RAIL.  A COPPER BOLT.
 KV1460
 KV1460                          STATION RECOVERY (1943)
 KV1460
 KV1460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 KV1460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1459 ***********************************************************************
 KV1459  DESIGNATION -  74+96 CNJRR
 KV1459  PID         -  KV1459
 KV1459  STATE/COUNTY-  PA/NORTHAMPTON
 KV1459  USGS QUAD   -  EASTON (1994)
 KV1459
 KV1459                         *CURRENT SURVEY CONTROL
 KV1459  ___________________________________________________________________
 KV1459* NAD 83(1986)-  40 40 01.     (N)    075 14 27.     (W)     SCALED    
 KV1459* NAVD 88     -        65.845  (meters)     216.03   (feet)  ADJUSTED  
 KV1459  ___________________________________________________________________
 KV1459  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 KV1459  DYNAMIC HT  -          65.814 (meters)     215.92  (feet)  COMP
 KV1459  MODELED GRAV-     980,154.5   (mgal)                       NAVD 88
 KV1459
 KV1459  VERT ORDER  -  FIRST     CLASS II
 KV1459
 KV1459.The horizontal coordinates were scaled from a topographic map and have
 KV1459.an estimated accuracy of +/- 6 seconds.
 KV1459
 KV1459.The orthometric height was determined by differential leveling
 KV1459.and adjusted by the National Geodetic Survey in June 1991..
 KV1459
 KV1459.The geoid height was determined by GEOID03.
 KV1459
 KV1459.The dynamic height is computed by dividing the NAVD 88
 KV1459.geopotential number by the normal gravity value computed on the
 KV1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1459.degrees latitude (g = 980.6199 gals.).
 KV1459
 KV1459.The modeled gravity was interpolated from observed gravity values.
 KV1459
 KV1459;                    North         East    Units  Estimated Accuracy
 KV1459;SPC PA S     -   151,090.      812,130.      MT  (+/- 180 meters Scaled)
 KV1459
 KV1459                          SUPERSEDED SURVEY CONTROL
 KV1459
 KV1459  NGVD 29 (??/??/??)   66.062  (m)          216.74   (f) ADJUSTED    1 2
 KV1459
 KV1459.Superseded values are not recommended for survey control.
 KV1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1459.See file dsdata.txt to determine how the superseded data were derived.
 KV1459
 KV1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL796018(NAD 83)
 KV1459_MARKER: Z = SEE DESCRIPTION
 KV1459_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1459_SP_SET: ABUTMENT
 KV1459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1459
 KV1459  HISTORY     - Date     Condition        Report By
 KV1459  HISTORY     - 1932     MONUMENTED       CNJRR
 KV1459  HISTORY     - 1932     GOOD             CGS
 KV1459  HISTORY     - 1934     GOOD             CGS
 KV1459
 KV1459                          STATION DESCRIPTION
 KV1459
 KV1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1459'AT WILSON BOROUGH.
 KV1459'AT WILSON BOROUGH, NORTHAMPTON COUNTY, WEST OF EASTON, ON THE
 KV1459'CENTRAL RAILROAD OF NEW JERSEY, AT BRIDGE 75/16, ON THE TOP OF
 KV1459'THE NORTHWEST WING WALL OF THE SOUTHWEST ABUTMENT, AND ABOUT 2
 KV1459'INCHES FROM THE CORNER.  A DRESSED POINT WITHIN A SEMICIRCULAR
 KV1459'CUT.
 KV1459
 KV1459                          STATION RECOVERY (1934)
 KV1459
 KV1459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 KV1459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0478 ***********************************************************************
 MA0478  DESIGNATION -  75
 MA0478  PID         -  MA0478
 MA0478  STATE/COUNTY-  PA/ELK
 MA0478  USGS QUAD   -  RIDGWAY (1988)
 MA0478
 MA0478                         *CURRENT SURVEY CONTROL
 MA0478  ___________________________________________________________________
 MA0478* NAD 83(1986)-  41 25 12.     (N)    078 42 15.     (W)     SCALED    
 MA0478* NAVD 88     -       435.488  (meters)    1428.76   (feet)  ADJUSTED  
 MA0478  ___________________________________________________________________
 MA0478  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 MA0478  DYNAMIC HT  -         435.293 (meters)    1428.12  (feet)  COMP
 MA0478  MODELED GRAV-     980,163.5   (mgal)                       NAVD 88
 MA0478
 MA0478  VERT ORDER  -  SECOND    CLASS 0
 MA0478
 MA0478.The horizontal coordinates were scaled from a topographic map and have
 MA0478.an estimated accuracy of +/- 6 seconds.
 MA0478
 MA0478.The orthometric height was determined by differential leveling
 MA0478.and adjusted by the National Geodetic Survey in June 1991..
 MA0478
 MA0478.The geoid height was determined by GEOID03.
 MA0478
 MA0478.The dynamic height is computed by dividing the NAVD 88
 MA0478.geopotential number by the normal gravity value computed on the
 MA0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0478.degrees latitude (g = 980.6199 gals.).
 MA0478
 MA0478.The modeled gravity was interpolated from observed gravity values.
 MA0478
 MA0478;                    North         East    Units  Estimated Accuracy
 MA0478;SPC PA N     -   139,630.      520,240.      MT  (+/- 180 meters Scaled)
 MA0478
 MA0478                          SUPERSEDED SURVEY CONTROL
 MA0478
 MA0478  NGVD 29 (??/??/92)  435.639  (m)         1429.26   (f) ADJ UNCH    2 0
 MA0478
 MA0478.Superseded values are not recommended for survey control.
 MA0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0478.See file dsdata.txt to determine how the superseded data were derived.
 MA0478
 MA0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF918879(NAD 83)
 MA0478_MARKER: Z = SEE DESCRIPTION
 MA0478_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0478_SP_SET: ABUTMENT
 MA0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MA0478+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2005
 MA0478
 MA0478  HISTORY     - Date     Condition        Report By
 MA0478  HISTORY     - UNK      MONUMENTED       PRR
 MA0478  HISTORY     - 1934     GOOD             NGS
 MA0478  HISTORY     - 20040428 GOOD             USPSQD
 MA0478  HISTORY     - 20050516 GOOD             PADT
 MA0478
 MA0478                          STATION DESCRIPTION
 MA0478
 MA0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0478'2.3 MI E FROM RIDGWAY.
 MA0478'2.3 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0478'RIDGWAY, ELK COUNTY, AT BRIDGE 120.32, IN THE TOP OF THE SOUTH
 MA0478'END OF THE WEST STONE ABUTMENT, 12 FEET SOUTH OF THE CENTER
 MA0478'LINE OF THE TRACK, AND ABOUT 1-1/2 FEET LOWER THAN THE TOP OF
 MA0478'THE RAIL.  THE TOP OF A COPPER PLUG, MARKED B.M. 75.
 MA0478
 MA0478                          STATION RECOVERY (2004)
 MA0478
 MA0478'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0478'RECOVERED IN GOOD CONDITION.
 MA0478
 MA0478                          STATION RECOVERY (2005)
 MA0478
 MA0478'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (SAC)
 MA0478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0513 ***********************************************************************
 MA0513  DESIGNATION -  75
 MA0513  PID         -  MA0513
 MA0513  STATE/COUNTY-  PA/CLEARFIELD
 MA0513  USGS QUAD   -  LUTHERSBURG (1986)
 MA0513
 MA0513                         *CURRENT SURVEY CONTROL
 MA0513  ___________________________________________________________________
 MA0513* NAD 83(1986)-  41 07 28.     (N)    078 44 27.     (W)     SCALED    
 MA0513* NAVD 88     -       430.129  (meters)    1411.18   (feet)  ADJUSTED  
 MA0513  ___________________________________________________________________
 MA0513  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 MA0513  DYNAMIC HT  -         429.924 (meters)    1410.51  (feet)  COMP
 MA0513  MODELED GRAV-     980,135.6   (mgal)                       NAVD 88
 MA0513
 MA0513  VERT ORDER  -  SECOND    CLASS 0
 MA0513
 MA0513.The horizontal coordinates were scaled from a topographic map and have
 MA0513.an estimated accuracy of +/- 6 seconds.
 MA0513
 MA0513.The orthometric height was determined by differential leveling
 MA0513.and adjusted by the National Geodetic Survey in June 1991..
 MA0513
 MA0513.The geoid height was determined by GEOID03.
 MA0513
 MA0513.The dynamic height is computed by dividing the NAVD 88
 MA0513.geopotential number by the normal gravity value computed on the
 MA0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0513.degrees latitude (g = 980.6199 gals.).
 MA0513
 MA0513.The modeled gravity was interpolated from observed gravity values.
 MA0513
 MA0513;                    North         East    Units  Estimated Accuracy
 MA0513;SPC PA N     -   106,840.      516,800.      MT  (+/- 180 meters Scaled)
 MA0513
 MA0513                          SUPERSEDED SURVEY CONTROL
 MA0513
 MA0513  NGVD 29 (??/??/92)  430.266  (m)         1411.63   (f) ADJ UNCH    2 0
 MA0513
 MA0513.Superseded values are not recommended for survey control.
 MA0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0513.See file dsdata.txt to determine how the superseded data were derived.
 MA0513
 MA0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF896550(NAD 83)
 MA0513_MARKER: DB = BENCH MARK DISK
 MA0513_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0513_SP_SET: CULVERT
 MA0513_STAMPING: BM 75
 MA0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0513
 MA0513  HISTORY     - Date     Condition        Report By
 MA0513  HISTORY     - UNK      MONUMENTED       CGS
 MA0513  HISTORY     - 1959     GOOD             NGS
 MA0513
 MA0513                          STATION DESCRIPTION
 MA0513
 MA0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MA0513'1.2 MI SE FROM DU BOIS.
 MA0513'0.9 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM DU BOIS,
 MA0513'CLEARFIELD COUNTY, ABOUT 0.7 MILE WEST OF SHAFFER, ABOUT 2,200
 MA0513'FEET WEST OF MILEPOST 44, ON THE TOP OF THE SOUTH END OF A STONE
 MA0513'BOX CULVERT, 20 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND
 MA0513'ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A CHISELED SQUARE,
 MA0513'MARKED BY THE CHISELED LETTERS BM 75.  NOTE-- ABOUT 0.35 MILE
 MA0513'NORTH EAST ALONG STATE HY. 219 FROM THE HIGH SCHOOL IN DU BOIS
 MA0513'THENCE 0.8 MILE SOUTH EAST ALONG STATE HY. 255.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0916 ***********************************************************************
 LZ0916  DESIGNATION -  75
 LZ0916  PID         -  LZ0916
 LZ0916  STATE/COUNTY-  PA/CLINTON
 LZ0916  USGS QUAD   -  LOCK HAVEN (1986)
 LZ0916
 LZ0916                         *CURRENT SURVEY CONTROL
 LZ0916  ___________________________________________________________________
 LZ0916* NAD 83(1986)-  41 07 54.     (N)    077 25 28.     (W)     SCALED    
 LZ0916* NAVD 88     -       168.637  (meters)     553.27   (feet)  ADJUSTED  
 LZ0916  ___________________________________________________________________
 LZ0916  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 LZ0916  DYNAMIC HT  -         168.562 (meters)     553.02  (feet)  COMP
 LZ0916  MODELED GRAV-     980,173.2   (mgal)                       NAVD 88
 LZ0916
 LZ0916  VERT ORDER  -  FIRST     CLASS II
 LZ0916
 LZ0916.The horizontal coordinates were scaled from a topographic map and have
 LZ0916.an estimated accuracy of +/- 6 seconds.
 LZ0916
 LZ0916.The orthometric height was determined by differential leveling
 LZ0916.and adjusted by the National Geodetic Survey in June 1991..
 LZ0916
 LZ0916.The geoid height was determined by GEOID03.
 LZ0916
 LZ0916.The dynamic height is computed by dividing the NAVD 88
 LZ0916.geopotential number by the normal gravity value computed on the
 LZ0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0916.degrees latitude (g = 980.6199 gals.).
 LZ0916
 LZ0916.The modeled gravity was interpolated from observed gravity values.
 LZ0916
 LZ0916;                    North         East    Units  Estimated Accuracy
 LZ0916;SPC PA N     -   107,220.      627,340.      MT  (+/- 180 meters Scaled)
 LZ0916
 LZ0916                          SUPERSEDED SURVEY CONTROL
 LZ0916
 LZ0916  NGVD 29 (??/??/92)  168.84   (m)          553.9    (f) COMPUTED    1 2
 LZ0916
 LZ0916.Superseded values are not recommended for survey control.
 LZ0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0916.See file dsdata.txt to determine how the superseded data were derived.
 LZ0916
 LZ0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL964562(NAD 83)
 LZ0916_MARKER: Q = CHISELED SQUARE
 LZ0916_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0916_SP_SET: STONE
 LZ0916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0916
 LZ0916  HISTORY     - Date     Condition        Report By
 LZ0916  HISTORY     - UNK      MONUMENTED       PRR
 LZ0916  HISTORY     - 1960     MARK NOT FOUND   NGS
 LZ0916
 LZ0916                          STATION DESCRIPTION
 LZ0916
 LZ0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LZ0916'0.8 MI E FROM LOCK HAVEN.
 LZ0916'3/4 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM LOCK HAVEN,
 LZ0916'CLINTON COUNTY, 170 FEET WEST OF MILEPOST 224, NORTH OF THE
 LZ0916'TRACK, AND ON THE TOP OF A SET STONE.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2173 ***********************************************************************
 KW2173  DESIGNATION -  75 PRR
 KW2173  PID         -  KW2173
 KW2173  STATE/COUNTY-  PA/HUNTINGDON
 KW2173  USGS QUAD   -  NEWTON HAMILTON (1971)
 KW2173
 KW2173                         *CURRENT SURVEY CONTROL
 KW2173  ___________________________________________________________________
 KW2173* NAD 83(1986)-  40 23 04.     (N)    077 52 28.     (W)     SCALED    
 KW2173* NAVD 88     -       183.328  (meters)     601.47   (feet)  ADJUSTED  
 KW2173  ___________________________________________________________________
 KW2173  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KW2173  DYNAMIC HT  -         183.234 (meters)     601.16  (feet)  COMP
 KW2173  MODELED GRAV-     980,109.0   (mgal)                       NAVD 88
 KW2173
 KW2173  VERT ORDER  -  FIRST     CLASS I
 KW2173
 KW2173.The horizontal coordinates were scaled from a topographic map and have
 KW2173.an estimated accuracy of +/- 6 seconds.
 KW2173
 KW2173.The orthometric height was determined by differential leveling
 KW2173.and adjusted by the National Geodetic Survey in June 1991..
 KW2173
 KW2173.The geoid height was determined by GEOID03.
 KW2173
 KW2173.The dynamic height is computed by dividing the NAVD 88
 KW2173.geopotential number by the normal gravity value computed on the
 KW2173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2173.degrees latitude (g = 980.6199 gals.).
 KW2173
 KW2173.The modeled gravity was interpolated from observed gravity values.
 KW2173
 KW2173;                    North         East    Units  Estimated Accuracy
 KW2173;SPC PA S     -   116,720.      589,430.      MT  (+/- 180 meters Scaled)
 KW2173
 KW2173                          SUPERSEDED SURVEY CONTROL
 KW2173
 KW2173  NGVD 29 (??/??/??)  183.529  (m)          602.13   (f) ADJUSTED    1 1
 KW2173
 KW2173.Superseded values are not recommended for survey control.
 KW2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2173.See file dsdata.txt to determine how the superseded data were derived.
 KW2173
 KW2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK560743(NAD 83)
 KW2173_MARKER: B = BOLT
 KW2173_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2173_SP_SET: STONE ABUTMENT
 KW2173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2173
 KW2173  HISTORY     - Date     Condition        Report By
 KW2173  HISTORY     - UNK      MONUMENTED       PRR
 KW2173  HISTORY     - 1966     GOOD             CGS
 KW2173  HISTORY     - 1973     GOOD             NGS
 KW2173  HISTORY     - 1979     GOOD             NGS
 KW2173
 KW2173                          STATION DESCRIPTION
 KW2173
 KW2173'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2173'0.6 MI SE FROM MOUNT UNION.
 KW2173'0.55 MILE SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW2173'STATION AT MOUNT UNION, THENCE 0.1 MILE WEST ALONG A NARROW
 KW2173'HIGHWAY, 38 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN
 KW2173'THE TOP OF THE SOUTHEAST CORNER OF THE TOP STONE OF THE WEST STONE
 KW2173'ABUTMENT OF THE RAILROAD BRIDGE WHICH IS NOW USED AS A HIGHWAY
 KW2173'BRIDGE, 200 FEET NORTHEAST OF A BRICK BUILDING, 12.7 FEET EAST
 KW2173'OF THE SOUTH CORNER OF A RETAINING WALL AT THE END OF TWO SIDE
 KW2173'TRACKS, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 KW2173
 KW2173                          STATION RECOVERY (1973)
 KW2173
 KW2173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KW2173'RECOVERED IN GOOD CONDITION.
 KW2173
 KW2173                          STATION RECOVERY (1979)
 KW2173
 KW2173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2173'THE RAILROAD AND THE HIGHWAY NO LONGER CROSSES THE BRIDGE AND THE
 KW2173'BRIDGE DECK HAS BEEN REMOVED SEVERAL YEARS AGO. A NEW HIGHWAY BRIDGE
 KW2173'IS NOW ABOUT 25 FEET TO THE NORTH OF WHERE THE OLD BRIDGE WAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3972 ***********************************************************************
 JV3972  DESIGNATION -  754.68 PADH
 JV3972  PID         -  JV3972
 JV3972  STATE/COUNTY-  PA/FRANKLIN
 JV3972  USGS QUAD   -  SCOTLAND (1990)
 JV3972
 JV3972                         *CURRENT SURVEY CONTROL
 JV3972  ___________________________________________________________________
 JV3972* NAD 83(1986)-  39 57 49.     (N)    077 34 38.     (W)     SCALED    
 JV3972* NAVD 88     -       229.844  (meters)     754.08   (feet)  ADJUSTED  
 JV3972  ___________________________________________________________________
 JV3972  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 JV3972  DYNAMIC HT  -         229.712 (meters)     753.65  (feet)  COMP
 JV3972  MODELED GRAV-     980,045.1   (mgal)                       NAVD 88
 JV3972
 JV3972  VERT ORDER  -  FIRST     CLASS II
 JV3972
 JV3972.The horizontal coordinates were scaled from a topographic map and have
 JV3972.an estimated accuracy of +/- 6 seconds.
 JV3972
 JV3972.The orthometric height was determined by differential leveling
 JV3972.and adjusted by the National Geodetic Survey in June 1991..
 JV3972
 JV3972.The geoid height was determined by GEOID03.
 JV3972
 JV3972.The dynamic height is computed by dividing the NAVD 88
 JV3972.geopotential number by the normal gravity value computed on the
 JV3972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3972.degrees latitude (g = 980.6199 gals.).
 JV3972
 JV3972.The modeled gravity was interpolated from observed gravity values.
 JV3972
 JV3972;                    North         East    Units  Estimated Accuracy
 JV3972;SPC PA S     -    70,000.      614,760.      MT  (+/- 180 meters Scaled)
 JV3972
 JV3972                          SUPERSEDED SURVEY CONTROL
 JV3972
 JV3972.No superseded survey control is available for this station.
 JV3972
 JV3972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK798268(NAD 83)
 JV3972_MARKER: DD = SURVEY DISK
 JV3972_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JV3972_SP_SET: ABUTMENT
 JV3972_STAMPING: 1963 754.68
 JV3972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV3972+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2006
 JV3972
 JV3972  HISTORY     - Date     Condition        Report By
 JV3972  HISTORY     - 1963     MONUMENTED       PADH
 JV3972  HISTORY     - 1979     GOOD             NGS
 JV3972  HISTORY     - 20060402 GOOD             GEOCAC
 JV3972
 JV3972                          STATION DESCRIPTION
 JV3972
 JV3972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JV3972'IN SCOTLAND.
 JV3972'SET IN THE SOUTHEAST ABUTMENT OF THE STATE HIGHWAY 997 OVERPASS
 JV3972'BRIDGE OVER INTERSTATE HIGHWAY 81 AT SCOTLAND, 17 FEET NORTHEAST OF
 JV3972'THE CENTER LINE OF STATE HIGHWAY 997.
 JV3972'THE MARK IS 3 FT ABOVE HIGHWAY.
 JV3972
 JV3972                          STATION RECOVERY (2006)
 JV3972
 JV3972'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV3972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1476 ***********************************************************************
 KV1476  DESIGNATION -  75+90 CNJRR
 KV1476  PID         -  KV1476
 KV1476  STATE/COUNTY-  PA/NORTHAMPTON
 KV1476  USGS QUAD   -  EASTON (1994)
 KV1476
 KV1476                         *CURRENT SURVEY CONTROL
 KV1476  ___________________________________________________________________
 KV1476* NAD 83(1986)-  40 39 29.     (N)    075 14 54.     (W)     SCALED    
 KV1476* NAVD 88     -        66.624  (meters)     218.58   (feet)  ADJUSTED  
 KV1476  ___________________________________________________________________
 KV1476  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KV1476  DYNAMIC HT  -          66.592 (meters)     218.48  (feet)  COMP
 KV1476  MODELED GRAV-     980,144.5   (mgal)                       NAVD 88
 KV1476
 KV1476  VERT ORDER  -  FIRST     CLASS II
 KV1476
 KV1476.The horizontal coordinates were scaled from a topographic map and have
 KV1476.an estimated accuracy of +/- 6 seconds.
 KV1476
 KV1476.The orthometric height was determined by differential leveling
 KV1476.and adjusted by the National Geodetic Survey in June 1991..
 KV1476
 KV1476.The geoid height was determined by GEOID03.
 KV1476
 KV1476.The dynamic height is computed by dividing the NAVD 88
 KV1476.geopotential number by the normal gravity value computed on the
 KV1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1476.degrees latitude (g = 980.6199 gals.).
 KV1476
 KV1476.The modeled gravity was interpolated from observed gravity values.
 KV1476
 KV1476;                    North         East    Units  Estimated Accuracy
 KV1476;SPC PA S     -   150,090.      811,530.      MT  (+/- 180 meters Scaled)
 KV1476
 KV1476                          SUPERSEDED SURVEY CONTROL
 KV1476
 KV1476  NGVD 29 (??/??/??)   66.842  (m)          219.30   (f) ADJUSTED    1 2
 KV1476
 KV1476.Superseded values are not recommended for survey control.
 KV1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1476.See file dsdata.txt to determine how the superseded data were derived.
 KV1476
 KV1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL790008(NAD 83)
 KV1476_MARKER: B = BOLT
 KV1476_SETTING: 66 = SET IN ROCK OUTCROP
 KV1476_SP_SET: ROCK OUTCROP
 KV1476_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV1476+STABILITY: POSITION/ELEVATION WELL
 KV1476
 KV1476  HISTORY     - Date     Condition        Report By
 KV1476  HISTORY     - 1932     MONUMENTED       CNJRR
 KV1476  HISTORY     - 1932     GOOD             CGS
 KV1476  HISTORY     - 1934     GOOD             CGS
 KV1476
 KV1476                          STATION DESCRIPTION
 KV1476
 KV1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1476'0.6 MI SW FROM WEST EASTON.
 KV1476'0.6 MILE SOUTHWEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY
 KV1476'FROM WEST EASTON, NORTHAMPTON COUNTY, 15 RAILS NORTHEAST OF
 KV1476'MILEPOST 76, ONE RAIL NORTHEAST OF THE NUMBER 32 CHISELED IN A
 KV1476'ROCK CLIFF, 9-1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, IN A
 KV1476'HORIZONTAL ROCK OUTCROP, AND LEVEL WITH THE TOP OF THE RAIL.
 KV1476'A COPPER BOLT.
 KV1476
 KV1476                          STATION RECOVERY (1934)
 KV1476
 KV1476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 KV1476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1478 ***********************************************************************
 MA1478  DESIGNATION -  76
 MA1478  PID         -  MA1478
 MA1478  STATE/COUNTY-  PA/ERIE
 MA1478  USGS QUAD   -  UNION CITY (1977)
 MA1478
 MA1478                         *CURRENT SURVEY CONTROL
 MA1478  ___________________________________________________________________
 MA1478* NAD 83(1986)-  41 54 03.     (N)    079 52 15.     (W)     SCALED    
 MA1478* NAVD 88     -       375.165  (meters)    1230.85   (feet)  ADJUSTED  
 MA1478  ___________________________________________________________________
 MA1478  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 MA1478  DYNAMIC HT  -         375.014 (meters)    1230.36  (feet)  COMP
 MA1478  MODELED GRAV-     980,208.8   (mgal)                       NAVD 88
 MA1478
 MA1478  VERT ORDER  -  FIRST     CLASS II
 MA1478
 MA1478.The horizontal coordinates were scaled from a topographic map and have
 MA1478.an estimated accuracy of +/- 6 seconds.
 MA1478
 MA1478.The orthometric height was determined by differential leveling
 MA1478.and adjusted by the National Geodetic Survey in June 1991..
 MA1478
 MA1478.The geoid height was determined by GEOID03.
 MA1478
 MA1478.The dynamic height is computed by dividing the NAVD 88
 MA1478.geopotential number by the normal gravity value computed on the
 MA1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1478.degrees latitude (g = 980.6199 gals.).
 MA1478
 MA1478.The modeled gravity was interpolated from observed gravity values.
 MA1478
 MA1478;                    North         East    Units  Estimated Accuracy
 MA1478;SPC PA N     -   194,750.      424,030.      MT  (+/- 180 meters Scaled)
 MA1478
 MA1478                          SUPERSEDED SURVEY CONTROL
 MA1478
 MA1478  NGVD 29 (??/??/92)  375.332  (m)         1231.40   (f) ADJ UNCH    1 2
 MA1478
 MA1478.Superseded values are not recommended for survey control.
 MA1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1478.See file dsdata.txt to determine how the superseded data were derived.
 MA1478
 MA1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG936393(NAD 83)
 MA1478_MARKER: Q = CHISELED SQUARE
 MA1478_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1478_SP_SET: ABUTMENT
 MA1478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1478
 MA1478  HISTORY     - Date     Condition        Report By
 MA1478  HISTORY     - UNK      MONUMENTED       PRR
 MA1478  HISTORY     - 1941     GOOD             NGS
 MA1478  HISTORY     - 1950     MARK NOT FOUND   NGS
 MA1478
 MA1478                          STATION DESCRIPTION
 MA1478
 MA1478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MA1478'1.4 MI NW FROM UNION CITY.
 MA1478'1.4 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA1478'STATION AT UNION CITY, ERIE COUNTY, ABOUT 49 RAILS WEST OF
 MA1478'MILEPOST 25, AT BRIDGE 24.72, ON THE NORTHEAST WING WALL OF THE
 MA1478'NORTH CORNER OF THE WEST ABUTMENT, 23.5 FEET NORTH OF THE NORTH
 MA1478'RAIL, 8.3 FEET NORTHWEST OF BENCH MARK Z 142, DESCRIBED ABOVE,
 MA1478'AND ABOUT 5 FEET LOWER THAN THE TRACK.  A CHISELED SQUARE.
 MA1478
 MA1478                          STATION RECOVERY (1950)
 MA1478
 MA1478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MA1478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0917 ***********************************************************************
 LZ0917  DESIGNATION -  76
 LZ0917  PID         -  LZ0917
 LZ0917  STATE/COUNTY-  PA/CLINTON
 LZ0917  USGS QUAD   -  LOCK HAVEN (1986)
 LZ0917
 LZ0917                         *CURRENT SURVEY CONTROL
 LZ0917  ___________________________________________________________________
 LZ0917* NAD 83(1986)-  41 07 59.     (N)    077 26 19.     (W)     SCALED    
 LZ0917* NAVD 88     -       170.314  (meters)     558.77   (feet)  ADJUSTED  
 LZ0917  ___________________________________________________________________
 LZ0917  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 LZ0917  DYNAMIC HT  -         170.238 (meters)     558.52  (feet)  COMP
 LZ0917  MODELED GRAV-     980,172.3   (mgal)                       NAVD 88
 LZ0917
 LZ0917  VERT ORDER  -  FIRST     CLASS II
 LZ0917
 LZ0917.The horizontal coordinates were scaled from a topographic map and have
 LZ0917.an estimated accuracy of +/- 6 seconds.
 LZ0917
 LZ0917.The orthometric height was determined by differential leveling
 LZ0917.and adjusted by the National Geodetic Survey in June 1991..
 LZ0917
 LZ0917.The geoid height was determined by GEOID03.
 LZ0917
 LZ0917.The dynamic height is computed by dividing the NAVD 88
 LZ0917.geopotential number by the normal gravity value computed on the
 LZ0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0917.degrees latitude (g = 980.6199 gals.).
 LZ0917
 LZ0917.The modeled gravity was interpolated from observed gravity values.
 LZ0917
 LZ0917;                    North         East    Units  Estimated Accuracy
 LZ0917;SPC PA N     -   107,370.      626,150.      MT  (+/- 180 meters Scaled)
 LZ0917
 LZ0917                          SUPERSEDED SURVEY CONTROL
 LZ0917
 LZ0917  NGVD 29 (??/??/92)  170.513  (m)          559.42   (f) ADJ UNCH    1 2
 LZ0917
 LZ0917.Superseded values are not recommended for survey control.
 LZ0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0917.See file dsdata.txt to determine how the superseded data were derived.
 LZ0917
 LZ0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL953563(NAD 83)
 LZ0917_MARKER: Q = CHISELED SQUARE
 LZ0917_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0917_SP_SET: WINDOW SILL
 LZ0917_STAMPING: B M 76
 LZ0917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0917
 LZ0917  HISTORY     - Date     Condition        Report By
 LZ0917  HISTORY     - UNK      MONUMENTED       PRR
 LZ0917  HISTORY     - 1934     GOOD             NGS
 LZ0917  HISTORY     - 1960     GOOD             NGS
 LZ0917
 LZ0917                          STATION DESCRIPTION
 LZ0917
 LZ0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0917'AT LOCK HAVEN.
 LZ0917'AT LOCK HAVEN, CLINTON COUNTY, AT THE PENNSYLVANIA RAILROAD
 LZ0917'STATION, AND ON THE EAST WINDOW SILL OF THE MENS WAITING ROOM.
 LZ0917'A CHISELED SQUARE, MARKED B M 76.
 LZ0917
 LZ0917                          STATION RECOVERY (1960)
 LZ0917
 LZ0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 LZ0917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0747 ***********************************************************************
 KW0747  DESIGNATION -  76 PRR
 KW0747  PID         -  KW0747
 KW0747  STATE/COUNTY-  PA/LANCASTER
 KW0747  USGS QUAD   -  LEOLA (1992)
 KW0747
 KW0747                         *CURRENT SURVEY CONTROL
 KW0747  ___________________________________________________________________
 KW0747* NAD 83(1986)-  40 02 31.     (N)    076 14 08.     (W)     SCALED    
 KW0747* NAVD 88     -       113.373  (meters)     371.96   (feet)  ADJUSTED  
 KW0747  ___________________________________________________________________
 KW0747  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KW0747  DYNAMIC HT  -         113.314 (meters)     371.76  (feet)  COMP
 KW0747  MODELED GRAV-     980,112.1   (mgal)                       NAVD 88
 KW0747
 KW0747  VERT ORDER  -  SECOND    CLASS 0
 KW0747
 KW0747.The horizontal coordinates were scaled from a topographic map and have
 KW0747.an estimated accuracy of +/- 6 seconds.
 KW0747
 KW0747.The orthometric height was determined by differential leveling
 KW0747.and adjusted by the National Geodetic Survey in June 1991..
 KW0747
 KW0747.The geoid height was determined by GEOID03.
 KW0747
 KW0747.The dynamic height is computed by dividing the NAVD 88
 KW0747.geopotential number by the normal gravity value computed on the
 KW0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0747.degrees latitude (g = 980.6199 gals.).
 KW0747
 KW0747.The modeled gravity was interpolated from observed gravity values.
 KW0747
 KW0747;                    North         East    Units  Estimated Accuracy
 KW0747;SPC PA S     -    79,790.      729,240.      MT  (+/- 180 meters Scaled)
 KW0747
 KW0747                          SUPERSEDED SURVEY CONTROL
 KW0747
 KW0747  NGVD 29 (??/??/??)  113.638  (m)          372.83   (f) ADJUSTED    2 0
 KW0747
 KW0747.Superseded values are not recommended for survey control.
 KW0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0747.See file dsdata.txt to determine how the superseded data were derived.
 KW0747
 KW0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK945331(NAD 83)
 KW0747_MARKER: B = BOLT
 KW0747_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0747_SP_SET: BASE
 KW0747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0747
 KW0747  HISTORY     - Date     Condition        Report By
 KW0747  HISTORY     - UNK      MONUMENTED       PRR
 KW0747  HISTORY     - 1935     GOOD             CGS
 KW0747  HISTORY     - 1936     GOOD             CGS
 KW0747  HISTORY     - 20060917 MARK NOT FOUND   GEOCAC
 KW0747
 KW0747                          STATION DESCRIPTION
 KW0747
 KW0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0747'3 MI W FROM BIRD IN HAND.
 KW0747'ABOUT 3.0 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW0747'STATION AT BIRD-IN-HAND, LANCASTER COUNTY, ABOUT 1.2 MILES
 KW0747'WEST OF WITMER, AND IN THE TOP OF THE BASE OF SIGNAL 641.  A
 KW0747'COPPER BOLT.
 KW0747
 KW0747                          STATION RECOVERY (1936)
 KW0747
 KW0747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 KW0747'RECOVERED IN GOOD CONDITION.
 KW0747
 KW0747                          STATION RECOVERY (2006)
 KW0747
 KW0747'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0747'LINE WAS ELECRTRIFIED IN 1936 AND MANY SIGNALS WERE REPLACED WITH
 KW0747'SIGNAL BRIDGES. THERE IS NO SIGNAL AT MP 641.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1292 ***********************************************************************
 KX1292  DESIGNATION -  760
 KX1292  PID         -  KX1292
 KX1292  STATE/COUNTY-  PA/WASHINGTON
 KX1292  USGS QUAD   -  MONONGAHELA (1993)
 KX1292
 KX1292                         *CURRENT SURVEY CONTROL
 KX1292  ___________________________________________________________________
 KX1292* NAD 83(1992)-  40 07 57.01419(N)    079 53 26.13567(W)     ADJUSTED  
 KX1292* NAVD 88     -       231.766  (meters)     760.39   (feet)  ADJUSTED  
 KX1292  ___________________________________________________________________
 KX1292  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 KX1292  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KX1292  DYNAMIC HT  -         231.639 (meters)     759.97  (feet)  COMP
 KX1292  MODELED GRAV-     980,071.5   (mgal)                       NAVD 88
 KX1292
 KX1292  HORZ ORDER  -  SECOND
 KX1292  VERT ORDER  -  FIRST     CLASS II
 KX1292
 KX1292.The horizontal coordinates were established by classical geodetic methods
 KX1292.and adjusted by the National Geodetic Survey in June 2002..
 KX1292
 KX1292.The orthometric height was determined by differential leveling
 KX1292.and adjusted by the National Geodetic Survey in June 1991..
 KX1292
 KX1292.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1292
 KX1292.The geoid height was determined by GEOID03.
 KX1292
 KX1292.The dynamic height is computed by dividing the NAVD 88
 KX1292.geopotential number by the normal gravity value computed on the
 KX1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1292.degrees latitude (g = 980.6199 gals.).
 KX1292
 KX1292.The modeled gravity was interpolated from observed gravity values.
 KX1292
 KX1292;                    North         East     Units Scale Factor Converg.
 KX1292;SPC PA S     -    90,946.475   417,582.751   MT  0.99997483   -1 23 19.7
 KX1292;SPC PA S     -   298,380.23  1,370,019.41   sFT  0.99997483   -1 23 19.7
 KX1292;UTM  17      - 4,443,053.872   594,516.344   MT  0.99970997   +0 42 54.5
 KX1292
 KX1292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX1292!SPC PA S     -   0.99996886  x   0.99997483  =   0.99994369
 KX1292!UTM  17      -   0.99996886  x   0.99970997  =   0.99967884
 KX1292
 KX1292                          SUPERSEDED SURVEY CONTROL
 KX1292
 KX1292  NAD 83(1995)-  40 07 57.01541(N)    079 53 26.13662(W) AD(       ) 2
 KX1292  NAD 83(1986)-  40 07 57.01424(N)    079 53 26.14570(W) AD(       ) 2
 KX1292  NAD 27      -  40 07 56.75690(N)    079 53 26.97120(W) AD(       ) 2
 KX1292  NGVD 29 (??/??/92)  231.959  (m)          761.02   (f) ADJ UNCH    1 2
 KX1292
 KX1292.Superseded values are not recommended for survey control.
 KX1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1292.See file dsdata.txt to determine how the superseded data were derived.
 KX1292
 KX1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE9451643054(NAD 83)
 KX1292_MARKER: DD = SURVEY DISK
 KX1292_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1292_SP_SET: ABUTMENT
 KX1292_STAMPING: 760 PITTSBURG 1899
 KX1292_MARK LOGO: USGS  
 KX1292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1292
 KX1292  HISTORY     - Date     Condition        Report By
 KX1292  HISTORY     - 1961     MONUMENTED       USGS
 KX1292  HISTORY     - 1961     GOOD             NGS
 KX1292  HISTORY     - 1970     GOOD             PADT
 KX1292  HISTORY     - 1983     GOOD             LOCENG
 KX1292  HISTORY     - 1983     GOOD             NGS
 KX1292
 KX1292                          STATION DESCRIPTION
 KX1292
 KX1292'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (RWT)
 KX1292'STATION IS LOCATED 0.5 MILE SOUTH ALONG THE PENNSYLVANIA R.R. FROM
 KX1292'THE RAILROAD STATION IN CHARLEROI, 125 FEET SOUTH OF THE SOUTH
 KX1292'END OF THE MUNICIPAL PUMPING STATION AT BRIDGE NO. 40.06 IN THE WEST
 KX1292'CORNER OF THE NORTH ABUTMENT, 5 FEET WEST OF THE WEST RAIL OF THE
 KX1292'WEST TRACK, AND 5.5 FEET SOUTH OF THE SWITCH STAND.  MARK IS A
 KX1292'U.S.G.S. STANDARD DISK, STAMPED 760 PITTSBURG 1899.
 KX1292
 KX1292                          STATION RECOVERY (1961)
 KX1292
 KX1292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KX1292'AT CHARLEROI.
 KX1292'THE MARK IS LOCATED 0.5 MILE SOUTH ALONG THE PENNSYLVANIA
 KX1292'RAILROAD FROM THE STATION AT CHARLEROI, 125.0 FEET SOUTH OF THE
 KX1292'SOUTH END OF THE MUNICIPAL PUMPING STATION, AT BRIDGE NO. 40.06,
 KX1292'IN THE WEST CORNER OF THE NORTH ABUTMENT, 5.0 FEET WEST OF THE
 KX1292'WEST RAIL OF THE WEST TRACK AND 5.5 FEET SOUTH OF THE SWITCH
 KX1292'STAND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 KX1292'STAMPED 760 PITTSBURG 1899.
 KX1292
 KX1292                          STATION RECOVERY (1970)
 KX1292
 KX1292'RECOVERY NOTE BY PA DEPT OF TRANSP 1970
 KX1292'RECOVERED IN GOOD CONDITION.
 KX1292
 KX1292                          STATION RECOVERY (1983)
 KX1292
 KX1292'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (KFH)
 KX1292'MARK IS ALL BATTERED AND NOT READABLE BUT STILL IS USEABLE.
 KX1292'
 KX1292'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MI SOUTH OF
 KX1292'CHARLEROL.
 KX1292
 KX1292                          STATION RECOVERY (1983)
 KX1292
 KX1292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1477 ***********************************************************************
 KV1477  DESIGNATION -  76+06 CNJRR
 KV1477  PID         -  KV1477
 KV1477  STATE/COUNTY-  PA/NORTHAMPTON
 KV1477  USGS QUAD   -  NAZARETH (1992)
 KV1477
 KV1477                         *CURRENT SURVEY CONTROL
 KV1477  ___________________________________________________________________
 KV1477* NAD 83(1986)-  40 39 24.     (N)    075 15 05.     (W)     SCALED    
 KV1477* NAVD 88     -        68.197  (meters)     223.74   (feet)  ADJUSTED  
 KV1477  ___________________________________________________________________
 KV1477  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 KV1477  DYNAMIC HT  -          68.164 (meters)     223.63  (feet)  COMP
 KV1477  MODELED GRAV-     980,142.8   (mgal)                       NAVD 88
 KV1477
 KV1477  VERT ORDER  -  FIRST     CLASS II
 KV1477
 KV1477.The horizontal coordinates were scaled from a topographic map and have
 KV1477.an estimated accuracy of +/- 6 seconds.
 KV1477
 KV1477.The orthometric height was determined by differential leveling
 KV1477.and adjusted by the National Geodetic Survey in June 1991..
 KV1477
 KV1477.The geoid height was determined by GEOID03.
 KV1477
 KV1477.The dynamic height is computed by dividing the NAVD 88
 KV1477.geopotential number by the normal gravity value computed on the
 KV1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1477.degrees latitude (g = 980.6199 gals.).
 KV1477
 KV1477.The modeled gravity was interpolated from observed gravity values.
 KV1477
 KV1477;                    North         East    Units  Estimated Accuracy
 KV1477;SPC PA S     -   149,930.      811,270.      MT  (+/- 180 meters Scaled)
 KV1477
 KV1477                          SUPERSEDED SURVEY CONTROL
 KV1477
 KV1477  NGVD 29 (??/??/??)   68.414  (m)          224.45   (f) ADJUSTED    1 2
 KV1477
 KV1477.Superseded values are not recommended for survey control.
 KV1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1477.See file dsdata.txt to determine how the superseded data were derived.
 KV1477
 KV1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL787006(NAD 83)
 KV1477_MARKER: B = BOLT
 KV1477_SETTING: 66 = SET IN ROCK OUTCROP
 KV1477_SP_SET: ROCK OUTCROP
 KV1477_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV1477+STABILITY: POSITION/ELEVATION WELL
 KV1477
 KV1477  HISTORY     - Date     Condition        Report By
 KV1477  HISTORY     - 1932     MONUMENTED       CNJRR
 KV1477  HISTORY     - 1932     GOOD             CGS
 KV1477  HISTORY     - 1934     GOOD             CGS
 KV1477
 KV1477                          STATION DESCRIPTION
 KV1477
 KV1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1477'0.7 MI SW FROM WEST EASTON.
 KV1477'0.7 MILE SOUTHWEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 KV1477'WEST EASTON, NORTHAMPTON COUNTY, AT ISLAND PARK, 338 FEET
 KV1477'SOUTHWEST OF MILEPOST 76, 30 FEET SOUTHWEST OF A RAIL REST, 38.1
 KV1477'FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, AND IN A SMALL
 KV1477'ISOLATED HORIZONATAL ROCK OUTCROP.  A COPPER BOLT.
 KV1477
 KV1477                          STATION RECOVERY (1934)
 KV1477
 KV1477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 KV1477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1093 ***********************************************************************
 LZ1093  DESIGNATION -  764.5
 LZ1093  PID         -  LZ1093
 LZ1093  STATE/COUNTY-  PA/LYCOMING
 LZ1093  USGS QUAD   -  CAMMAL (1983)
 LZ1093
 LZ1093                         *CURRENT SURVEY CONTROL
 LZ1093  ___________________________________________________________________
 LZ1093* NAD 83(1986)-  41 29 18.     (N)    077 28 52.     (W)     SCALED    
 LZ1093* NAVD 88     -       232.930  (meters)     764.20   (feet)  ADJUSTED  
 LZ1093  ___________________________________________________________________
 LZ1093  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 LZ1093  DYNAMIC HT  -         232.830 (meters)     763.88  (feet)  COMP
 LZ1093  MODELED GRAV-     980,189.1   (mgal)                       NAVD 88
 LZ1093
 LZ1093  VERT ORDER  -  SECOND    CLASS 0
 LZ1093
 LZ1093.The horizontal coordinates were scaled from a topographic map and have
 LZ1093.an estimated accuracy of +/- 6 seconds.
 LZ1093
 LZ1093.The orthometric height was determined by differential leveling
 LZ1093.and adjusted by the National Geodetic Survey in June 1991..
 LZ1093
 LZ1093.The geoid height was determined by GEOID03.
 LZ1093
 LZ1093.The dynamic height is computed by dividing the NAVD 88
 LZ1093.geopotential number by the normal gravity value computed on the
 LZ1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1093.degrees latitude (g = 980.6199 gals.).
 LZ1093
 LZ1093.The modeled gravity was interpolated from observed gravity values.
 LZ1093
 LZ1093;                    North         East    Units  Estimated Accuracy
 LZ1093;SPC PA N     -   146,810.      622,450.      MT  (+/- 180 meters Scaled)
 LZ1093
 LZ1093                          SUPERSEDED SURVEY CONTROL
 LZ1093
 LZ1093  NGVD 29 (??/??/92)  233.103  (m)          764.77   (f) ADJ UNCH    2 0
 LZ1093
 LZ1093.Superseded values are not recommended for survey control.
 LZ1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1093.See file dsdata.txt to determine how the superseded data were derived.
 LZ1093
 LZ1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL928959(NAD 83)
 LZ1093_MARKER: Q = CHISELED SQUARE
 LZ1093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1093_SP_SET: ABUTMENT
 LZ1093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1093
 LZ1093  HISTORY     - Date     Condition        Report By
 LZ1093  HISTORY     - UNK      MONUMENTED       USGS
 LZ1093  HISTORY     - 1934     GOOD             NGS
 LZ1093
 LZ1093                          STATION DESCRIPTION
 LZ1093
 LZ1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1093'1.8 MI N FROM SLATE RUN.
 LZ1093'ABOUT 1.8 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD
 LZ1093'FROM SLATE RUN, LYCOMING COUNTY, ABOUT 0.6 MILE NORTH OF MILEPOST
 LZ1093'L 140, AT A 30-FOOT SPAN PLATE-GIRDER BRIDGE, IN THE TOP OF
 LZ1093'THE WEST SIDE OF THE NORTH ABUTMENT, 14 FEET WEST OF THE WEST
 LZ1093'RAIL, AND ABOUT 5 FEET LOWER THAN THE TOP OF THE RAIL.  A
 LZ1093'CHISELED SQUARE, MARKED BY THE PAINTED LETTERS BM 764.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0390 ***********************************************************************
 LZ0390  DESIGNATION -  765.3
 LZ0390  PID         -  LZ0390
 LZ0390  STATE/COUNTY-  PA/LYCOMING
 LZ0390  USGS QUAD   -  BODINES (1973)
 LZ0390
 LZ0390                         *CURRENT SURVEY CONTROL
 LZ0390  ___________________________________________________________________
 LZ0390* NAD 83(1986)-  41 27 06.     (N)    076 58 42.     (W)     SCALED    
 LZ0390* NAVD 88     -       232.929  (meters)     764.20   (feet)  ADJUSTED  
 LZ0390  ___________________________________________________________________
 LZ0390  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 LZ0390  DYNAMIC HT  -         232.828 (meters)     763.87  (feet)  COMP
 LZ0390  MODELED GRAV-     980,185.3   (mgal)                       NAVD 88
 LZ0390
 LZ0390  VERT ORDER  -  SECOND    CLASS 0
 LZ0390
 LZ0390.The horizontal coordinates were scaled from a topographic map and have
 LZ0390.an estimated accuracy of +/- 6 seconds.
 LZ0390
 LZ0390.The orthometric height was determined by differential leveling
 LZ0390.and adjusted by the National Geodetic Survey in June 1991..
 LZ0390
 LZ0390.The geoid height was determined by GEOID03.
 LZ0390
 LZ0390.The dynamic height is computed by dividing the NAVD 88
 LZ0390.geopotential number by the normal gravity value computed on the
 LZ0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0390.degrees latitude (g = 980.6199 gals.).
 LZ0390
 LZ0390.The modeled gravity was interpolated from observed gravity values.
 LZ0390
 LZ0390;                    North         East    Units  Estimated Accuracy
 LZ0390;SPC PA N     -   142,990.      664,480.      MT  (+/- 180 meters Scaled)
 LZ0390
 LZ0390                          SUPERSEDED SURVEY CONTROL
 LZ0390
 LZ0390  NGVD 29 (??/??/92)  233.118  (m)          764.82   (f) ADJ UNCH    2 0
 LZ0390
 LZ0390.Superseded values are not recommended for survey control.
 LZ0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0390.See file dsdata.txt to determine how the superseded data were derived.
 LZ0390
 LZ0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL347907(NAD 83)
 LZ0390_MARKER: Q = CHISELED SQUARE
 LZ0390_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0390_SP_SET: BRIDGE WALL
 LZ0390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0390
 LZ0390  HISTORY     - Date     Condition        Report By
 LZ0390  HISTORY     - UNK      MONUMENTED       USGS
 LZ0390  HISTORY     - 1934     GOOD             NGS
 LZ0390
 LZ0390                          STATION DESCRIPTION
 LZ0390
 LZ0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0390'0.3 MI N FROM BODINE.
 LZ0390'ABOUT 0.3 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM
 LZ0390'BODINE, LYCOMING COUNTY, ABOUT 480 FEET SOUTH OF MILEPOST 19,
 LZ0390'AT PLATE-GIRDER BRIDGE, 18.91 OVER A CREEK, ON THE TOP OF THE
 LZ0390'SOUTHWEST CORNER OF THE NORTHWEST BACK WALL, 9 FEET WEST OF THE
 LZ0390'CENTER LINE OF THE TRACK, 9 FEET EAST OF THE CENTER LINE OF A
 LZ0390'DIRT ROAD, ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL, AND NEAR
 LZ0390'THE PAINTED LETTERS 765.3.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1121 ***********************************************************************
 LZ1121  DESIGNATION -  7/65+39
 LZ1121  PID         -  LZ1121
 LZ1121  STATE/COUNTY-  PA/LYCOMING
 LZ1121  USGS QUAD   -  JERSEY MILLS (1983)
 LZ1121
 LZ1121                         *CURRENT SURVEY CONTROL
 LZ1121  ___________________________________________________________________
 LZ1121* NAD 83(1986)-  41 19 07.     (N)    077 25 26.     (W)     SCALED    
 LZ1121* NAVD 88     -       294.885  (meters)     967.47   (feet)  ADJUSTED  
 LZ1121  ___________________________________________________________________
 LZ1121  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 LZ1121  DYNAMIC HT  -         294.748 (meters)     967.02  (feet)  COMP
 LZ1121  MODELED GRAV-     980,150.0   (mgal)                       NAVD 88
 LZ1121
 LZ1121  VERT ORDER  -  SECOND    CLASS 0
 LZ1121
 LZ1121.The horizontal coordinates were scaled from a topographic map and have
 LZ1121.an estimated accuracy of +/- 6 seconds.
 LZ1121
 LZ1121.The orthometric height was determined by differential leveling
 LZ1121.and adjusted by the National Geodetic Survey in June 1991..
 LZ1121
 LZ1121.The geoid height was determined by GEOID03.
 LZ1121
 LZ1121.The dynamic height is computed by dividing the NAVD 88
 LZ1121.geopotential number by the normal gravity value computed on the
 LZ1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1121.degrees latitude (g = 980.6199 gals.).
 LZ1121
 LZ1121.The modeled gravity was interpolated from observed gravity values.
 LZ1121
 LZ1121;                    North         East    Units  Estimated Accuracy
 LZ1121;SPC PA N     -   127,980.      627,300.      MT  (+/- 180 meters Scaled)
 LZ1121
 LZ1121                          SUPERSEDED SURVEY CONTROL
 LZ1121
 LZ1121  NGVD 29 (??/??/92)  295.074  (m)          968.09   (f) ADJ UNCH    2 0
 LZ1121
 LZ1121.Superseded values are not recommended for survey control.
 LZ1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1121.See file dsdata.txt to determine how the superseded data were derived.
 LZ1121
 LZ1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL971769(NAD 83)
 LZ1121_MARKER: DD = SURVEY DISK
 LZ1121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1121_SP_SET: BRIDGE
 LZ1121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1121
 LZ1121  HISTORY     - Date     Condition        Report By
 LZ1121  HISTORY     - UNK      MONUMENTED       PADH
 LZ1121  HISTORY     - 1935     GOOD             NGS
 LZ1121
 LZ1121                          STATION DESCRIPTION
 LZ1121
 LZ1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ1121'3.6 MI NW FROM WATERVILLE.
 LZ1121'3.6 MILES NORTHWEST ALONG STATE HIGHWAY 44 FROM WATERVILLE, AT
 LZ1121'HIGHWAY STATION 7/65+39, AT A 33-FOOT SPAN CONCRETE BRIDGE, IN
 LZ1121'THE TOP OF THE NORTHEAST WING WALL, 1 FOOT EAST OF THE PARAPET,
 LZ1121'15 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND LEVEL WITH
 LZ1121'THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0391 ***********************************************************************
 LZ0391  DESIGNATION -  765.5
 LZ0391  PID         -  LZ0391
 LZ0391  STATE/COUNTY-  PA/LYCOMING
 LZ0391  USGS QUAD   -  BODINES (1973)
 LZ0391
 LZ0391                         *CURRENT SURVEY CONTROL
 LZ0391  ___________________________________________________________________
 LZ0391* NAD 83(1986)-  41 26 51.     (N)    076 58 50.     (W)     SCALED    
 LZ0391* NAVD 88     -       232.984  (meters)     764.38   (feet)  ADJUSTED  
 LZ0391  ___________________________________________________________________
 LZ0391  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 LZ0391  DYNAMIC HT  -         232.883 (meters)     764.05  (feet)  COMP
 LZ0391  MODELED GRAV-     980,185.8   (mgal)                       NAVD 88
 LZ0391
 LZ0391  VERT ORDER  -  SECOND    CLASS 0
 LZ0391
 LZ0391.The horizontal coordinates were scaled from a topographic map and have
 LZ0391.an estimated accuracy of +/- 6 seconds.
 LZ0391
 LZ0391.The orthometric height was determined by differential leveling
 LZ0391.and adjusted by the National Geodetic Survey in June 1991..
 LZ0391
 LZ0391.The geoid height was determined by GEOID03.
 LZ0391
 LZ0391.The dynamic height is computed by dividing the NAVD 88
 LZ0391.geopotential number by the normal gravity value computed on the
 LZ0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0391.degrees latitude (g = 980.6199 gals.).
 LZ0391
 LZ0391.The modeled gravity was interpolated from observed gravity values.
 LZ0391
 LZ0391;                    North         East    Units  Estimated Accuracy
 LZ0391;SPC PA N     -   142,530.      664,290.      MT  (+/- 180 meters Scaled)
 LZ0391
 LZ0391                          SUPERSEDED SURVEY CONTROL
 LZ0391
 LZ0391  NGVD 29 (??/??/92)  233.174  (m)          765.00   (f) ADJ UNCH    2 0
 LZ0391
 LZ0391.Superseded values are not recommended for survey control.
 LZ0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0391.See file dsdata.txt to determine how the superseded data were derived.
 LZ0391
 LZ0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL345903(NAD 83)
 LZ0391_MARKER: Q = CHISELED SQUARE
 LZ0391_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0391_SP_SET: BRIDGE WALL
 LZ0391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0391
 LZ0391  HISTORY     - Date     Condition        Report By
 LZ0391  HISTORY     - UNK      MONUMENTED       USGS
 LZ0391  HISTORY     - 1934     GOOD             NGS
 LZ0391  HISTORY     - 19981207 POOR             PADT
 LZ0391
 LZ0391                          STATION DESCRIPTION
 LZ0391
 LZ0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0391'AT BODINE.
 LZ0391'AT BODINE, LYCOMING COUNTY, ABOUT 530 FEET NORTH OF THE
 LZ0391'PENNSYLVANIA RAILROAD STATION, AT GRIDER BRIDGE 18.59, ON THE
 LZ0391'TOP OF THE NORTHEAST BACK WALL, 5 FEET EAST OF THE CENTER LINE
 LZ0391'OF THE TRACK, 6 FEET HIGHER THAN THE TOP OF THE RAIL, AND NEAR
 LZ0391'THE PAINTED LETTERS 765.5 BM.  A CHISELED SQUARE.
 LZ0391
 LZ0391                          STATION RECOVERY (1998)
 LZ0391
 LZ0391'RECOVERY NOTE BY PA DEPT OF TRANSP 1998 (SMM)
 LZ0391'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1478 ***********************************************************************
 KV1478  DESIGNATION -  76+98 CNJRR
 KV1478  PID         -  KV1478
 KV1478  STATE/COUNTY-  PA/NORTHAMPTON
 KV1478  USGS QUAD   -  NAZARETH (1992)
 KV1478
 KV1478                         *CURRENT SURVEY CONTROL
 KV1478  ___________________________________________________________________
 KV1478* NAD 83(1986)-  40 38 56.     (N)    075 15 52.     (W)     SCALED    
 KV1478* NAVD 88     -        66.418  (meters)     217.91   (feet)  ADJUSTED  
 KV1478  ___________________________________________________________________
 KV1478  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 KV1478  DYNAMIC HT  -          66.385 (meters)     217.80  (feet)  COMP
 KV1478  MODELED GRAV-     980,136.3   (mgal)                       NAVD 88
 KV1478
 KV1478  VERT ORDER  -  FIRST     CLASS II
 KV1478
 KV1478.The horizontal coordinates were scaled from a topographic map and have
 KV1478.an estimated accuracy of +/- 6 seconds.
 KV1478
 KV1478.The orthometric height was determined by differential leveling
 KV1478.and adjusted by the National Geodetic Survey in June 1991..
 KV1478
 KV1478.The geoid height was determined by GEOID03.
 KV1478
 KV1478.The dynamic height is computed by dividing the NAVD 88
 KV1478.geopotential number by the normal gravity value computed on the
 KV1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1478.degrees latitude (g = 980.6199 gals.).
 KV1478
 KV1478.The modeled gravity was interpolated from observed gravity values.
 KV1478
 KV1478;                    North         East    Units  Estimated Accuracy
 KV1478;SPC PA S     -   149,030.      810,190.      MT  (+/- 180 meters Scaled)
 KV1478
 KV1478                          SUPERSEDED SURVEY CONTROL
 KV1478
 KV1478  NGVD 29 (??/??/??)   66.636  (m)          218.62   (f) ADJUSTED    1 2
 KV1478
 KV1478.Superseded values are not recommended for survey control.
 KV1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1478.See file dsdata.txt to determine how the superseded data were derived.
 KV1478
 KV1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK776998(NAD 83)
 KV1478_MARKER: Z = SEE DESCRIPTION
 KV1478_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1478_SP_SET: PROJECTING POINT OF ROCK
 KV1478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1478
 KV1478  HISTORY     - Date     Condition        Report By
 KV1478  HISTORY     - 1932     MONUMENTED       CNJRR
 KV1478  HISTORY     - 1932     GOOD             CGS
 KV1478  HISTORY     - 1934     MARK NOT FOUND   CGS
 KV1478  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KV1478
 KV1478                          STATION DESCRIPTION
 KV1478
 KV1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1478'1.5 MI SW FROM WEST EASTON.
 KV1478'1.5 MILES SOUTHWEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 KV1478'WEST EASTON, NORTHAMPTON COUNTY, AT EASTERN AND WESTERN
 KV1478'JUNCTION, 96 FEET NORTHEAST OF MILEPOST 77, 27 FEET NORTHWEST
 KV1478'OF THE CENTERLINE OF THE TRACK, AND ON A PROJECTING POINT OF
 KV1478'ROCK.  A DRESSED POINT.  NOTE-- A COMPARATIVELY RECENT
 KV1478'FRESHLY BROKEN SURFACE JUST BELOW THE BM INDICATES THAT THE
 KV1478'DRESSED POINT MAY HAVE BROKEN OFF.
 KV1478
 KV1478                          STATION RECOVERY (1934)
 KV1478
 KV1478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 KV1478'MARK NOT FOUND.
 KV1478
 KV1478                          STATION RECOVERY (2001)
 KV1478
 KV1478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV1478'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0236 ***********************************************************************
 MA0236  DESIGNATION -  77
 MA0236  PID         -  MA0236
 MA0236  STATE/COUNTY-  PA/CLEARFIELD
 MA0236  USGS QUAD   -  LECONTES MILLS (1986)
 MA0236
 MA0236                         *CURRENT SURVEY CONTROL
 MA0236  ___________________________________________________________________
 MA0236* NAD 83(1986)-  41 04 04.     (N)    078 21 32.     (W)     SCALED    
 MA0236* NAVD 88     -       330.311  (meters)    1083.70   (feet)  ADJUSTED  
 MA0236  ___________________________________________________________________
 MA0236  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 MA0236  DYNAMIC HT  -         330.149 (meters)    1083.16  (feet)  COMP
 MA0236  MODELED GRAV-     980,125.0   (mgal)                       NAVD 88
 MA0236
 MA0236  VERT ORDER  -  SECOND    CLASS 0
 MA0236
 MA0236.The horizontal coordinates were scaled from a topographic map and have
 MA0236.an estimated accuracy of +/- 6 seconds.
 MA0236
 MA0236.The orthometric height was determined by differential leveling
 MA0236.and adjusted by the National Geodetic Survey in June 1991..
 MA0236
 MA0236.The geoid height was determined by GEOID03.
 MA0236
 MA0236.The dynamic height is computed by dividing the NAVD 88
 MA0236.geopotential number by the normal gravity value computed on the
 MA0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0236.degrees latitude (g = 980.6199 gals.).
 MA0236
 MA0236.The modeled gravity was interpolated from observed gravity values.
 MA0236
 MA0236;                    North         East    Units  Estimated Accuracy
 MA0236;SPC PA N     -   100,250.      548,830.      MT  (+/- 180 meters Scaled)
 MA0236
 MA0236                          SUPERSEDED SURVEY CONTROL
 MA0236
 MA0236  NGVD 29 (??/??/92)  330.463  (m)         1084.19   (f) ADJ UNCH    2 0
 MA0236
 MA0236.Superseded values are not recommended for survey control.
 MA0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0236.See file dsdata.txt to determine how the superseded data were derived.
 MA0236
 MA0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF219496(NAD 83)
 MA0236_MARKER: Q = CHISELED SQUARE
 MA0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0236_SP_SET: ABUTMENT CAPSTONE
 MA0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0236
 MA0236  HISTORY     - Date     Condition        Report By
 MA0236  HISTORY     - UNK      MONUMENTED       NYCRR
 MA0236  HISTORY     - 1934     GOOD             NGS
 MA0236
 MA0236                          STATION DESCRIPTION
 MA0236
 MA0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0236'7.7 MI E FROM CLEARFIELD.
 MA0236'ABOUT 7.7 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MA0236'THE STATION AT CLEARFIELD, CLEARFIELD COUNTY, AT SHAWVILLE,
 MA0236'ABOUT 3,640 FEET EAST OF MILEPOST C 7, AT THE STEEL BRIDGE OVER
 MA0236'WEST BRANCH SUSQUEHANNA RIVER AT THE RAILROAD STATION, ON THE
 MA0236'TOP OF THE NORTH END OF THE CAPSTONE OF THE EAST ABUTMENT,
 MA0236'14 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 1-1/2
 MA0236'FEET LOWER THAN THE TOP OF THE RAIL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0506 ***********************************************************************
 MA0506  DESIGNATION -  77 CHIZ SQ
 MA0506  PID         -  MA0506
 MA0506  STATE/COUNTY-  PA/CLEARFIELD
 MA0506  USGS QUAD   -  SABULA (1986)
 MA0506
 MA0506                         *CURRENT SURVEY CONTROL
 MA0506  ___________________________________________________________________
 MA0506* NAD 83(1986)-  41 07 55.     (N)    078 42 13.     (W)     SCALED    
 MA0506* NAVD 88     -       435.071  (meters)    1427.40   (feet)  ADJUSTED  
 MA0506  ___________________________________________________________________
 MA0506  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 MA0506  DYNAMIC HT  -         434.866 (meters)    1426.72  (feet)  COMP
 MA0506  MODELED GRAV-     980,138.0   (mgal)                       NAVD 88
 MA0506
 MA0506  VERT ORDER  -  SECOND    CLASS 0
 MA0506
 MA0506.The horizontal coordinates were scaled from a topographic map and have
 MA0506.an estimated accuracy of +/- 6 seconds.
 MA0506
 MA0506.The orthometric height was determined by differential leveling
 MA0506.and adjusted by the National Geodetic Survey in June 1991..
 MA0506
 MA0506.The geoid height was determined by GEOID03.
 MA0506
 MA0506.The dynamic height is computed by dividing the NAVD 88
 MA0506.geopotential number by the normal gravity value computed on the
 MA0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0506.degrees latitude (g = 980.6199 gals.).
 MA0506
 MA0506.The modeled gravity was interpolated from observed gravity values.
 MA0506
 MA0506;                    North         East    Units  Estimated Accuracy
 MA0506;SPC PA N     -   107,640.      519,930.      MT  (+/- 180 meters Scaled)
 MA0506
 MA0506                          SUPERSEDED SURVEY CONTROL
 MA0506
 MA0506  NGVD 29 (??/??/92)  435.201  (m)         1427.82   (f) ADJ UNCH    2 0
 MA0506
 MA0506.Superseded values are not recommended for survey control.
 MA0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0506.See file dsdata.txt to determine how the superseded data were derived.
 MA0506
 MA0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF927559(NAD 83)
 MA0506_MARKER: Q = CHISELED SQUARE
 MA0506_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0506_SP_SET: CULVERT
 MA0506_STAMPING: BM 77
 MA0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0506
 MA0506  HISTORY     - Date     Condition        Report By
 MA0506  HISTORY     - UNK      MONUMENTED       PRR
 MA0506  HISTORY     - 1959     GOOD             NGS
 MA0506
 MA0506                          STATION DESCRIPTION
 MA0506
 MA0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MA0506'3 MI E FROM DU BOIS.
 MA0506'3 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM DU BOIS,
 MA0506'CLEARFIELD COUNTY, ABOUT 1.3 MILES WEST OF NARROWS CREEK, ABOUT
 MA0506'300 FEET WEST OF MILEPOST 42, ON THE TOP OF THE NORTH END OF A
 MA0506'STONE BOX CULVERT, 16 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 MA0506'AND ABOUT 2-1/2 FEET LOWER THAN THE TOP OF THE RAIL.  A CHISELED
 MA0506'SQUARE, MARKED BY THE CHISELED LETTERS BM 77.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2073 ***********************************************************************
 KW2073  DESIGNATION -  772 USGS
 KW2073  PID         -  KW2073
 KW2073  STATE/COUNTY-  PA/CUMBERLAND
 KW2073  USGS QUAD   -  WALNUT BOTTOM (1977)
 KW2073
 KW2073                         *CURRENT SURVEY CONTROL
 KW2073  ___________________________________________________________________
 KW2073* NAD 83(1986)-  40 04 31.     (N)    077 25 18.     (W)     SCALED    
 KW2073* NAVD 88     -       235.246  (meters)     771.80   (feet)  ADJUSTED  
 KW2073  ___________________________________________________________________
 KW2073  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KW2073  DYNAMIC HT  -         235.114 (meters)     771.37  (feet)  COMP
 KW2073  MODELED GRAV-     980,056.7   (mgal)                       NAVD 88
 KW2073
 KW2073  VERT ORDER  -  FIRST     CLASS II
 KW2073
 KW2073.The horizontal coordinates were scaled from a topographic map and have
 KW2073.an estimated accuracy of +/- 6 seconds.
 KW2073
 KW2073.The orthometric height was determined by differential leveling
 KW2073.and adjusted by the National Geodetic Survey in June 1991..
 KW2073
 KW2073.The geoid height was determined by GEOID03.
 KW2073
 KW2073.The dynamic height is computed by dividing the NAVD 88
 KW2073.geopotential number by the normal gravity value computed on the
 KW2073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2073.degrees latitude (g = 980.6199 gals.).
 KW2073
 KW2073.The modeled gravity was interpolated from observed gravity values.
 KW2073
 KW2073;                    North         East    Units  Estimated Accuracy
 KW2073;SPC PA S     -    82,430.      628,010.      MT  (+/- 180 meters Scaled)
 KW2073
 KW2073                          SUPERSEDED SURVEY CONTROL
 KW2073
 KW2073  NGVD 29 (??/??/??)  235.446  (m)          772.46   (f) ADJUSTED    1 2
 KW2073
 KW2073.Superseded values are not recommended for survey control.
 KW2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2073.See file dsdata.txt to determine how the superseded data were derived.
 KW2073
 KW2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK935389(NAD 83)
 KW2073_MARKER: DD = SURVEY DISK
 KW2073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2073_SP_SET: RETAINING WALL
 KW2073_STAMPING: 772
 KW2073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2073
 KW2073  HISTORY     - Date     Condition        Report By
 KW2073  HISTORY     - UNK      MONUMENTED       USGS
 KW2073  HISTORY     - 1960     GOOD             CGS
 KW2073  HISTORY     - 1979     GOOD             NGS
 KW2073
 KW2073                          STATION DESCRIPTION
 KW2073
 KW2073'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2073'6 MI SE FROM SHIPPENSBURG.
 KW2073'0.2 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE FIRST
 KW2073'NATIONAL BANK AT SHIPPENSBURG, CUMBERLAND COUNTY, THENCE 5.8
 KW2073'MILES EAST ALONG THE READING COMPANY RAILWAY, 272 FEET SOUTHWEST
 KW2073'OF A NORTHWEST AND SOUTHEAST COUNTY ROAD CROSSING, AT THE REHOBETH
 KW2073'METHODIST EPISCOPAL CHURCH, BETWEEN THE GRAVEYARD AND THE TRACKS,
 KW2073'105.1 FEET SOUTH OF THE SOUTH CORNER OF THE CHURCH, IN THE TOP
 KW2073'OF A CONCRETE RETAINING WALL, 9.0 FEET SOUTHWEST OF THE NORTHEAST
 KW2073'END, AND 7.9 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST
 KW2073'TRACK.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 772.
 KW2073
 KW2073                          STATION RECOVERY (1979)
 KW2073
 KW2073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1579 ***********************************************************************
 JV1579  DESIGNATION -  774 USGS
 JV1579  PID         -  JV1579
 JV1579  STATE/COUNTY-  PA/YORK
 JV1579  USGS QUAD   -  GLEN ROCK (1984)
 JV1579
 JV1579                         *CURRENT SURVEY CONTROL
 JV1579  ___________________________________________________________________
 JV1579* NAD 83(1986)-  39 45 43.     (N)    076 39 06.     (W)     SCALED    
 JV1579* NAVD 88     -       235.719  (meters)     773.35   (feet)  ADJUSTED  
 JV1579  ___________________________________________________________________
 JV1579  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 JV1579  DYNAMIC HT  -         235.600 (meters)     772.96  (feet)  COMP
 JV1579  MODELED GRAV-     980,114.4   (mgal)                       NAVD 88
 JV1579
 JV1579  VERT ORDER  -  SECOND    CLASS 0
 JV1579
 JV1579.The horizontal coordinates were scaled from a topographic map and have
 JV1579.an estimated accuracy of +/- 6 seconds.
 JV1579
 JV1579.The orthometric height was determined by differential leveling
 JV1579.and adjusted by the National Geodetic Survey in June 1991..
 JV1579
 JV1579.The geoid height was determined by GEOID03.
 JV1579
 JV1579.The dynamic height is computed by dividing the NAVD 88
 JV1579.geopotential number by the normal gravity value computed on the
 JV1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1579.degrees latitude (g = 980.6199 gals.).
 JV1579
 JV1579.The modeled gravity was interpolated from observed gravity values.
 JV1579
 JV1579;                    North         East    Units  Estimated Accuracy
 JV1579;SPC PA S     -    48,180.      694,120.      MT  (+/- 180 meters Scaled)
 JV1579
 JV1579                          SUPERSEDED SURVEY CONTROL
 JV1579
 JV1579  NGVD 29 (??/??/??)  235.930  (m)          774.05   (f) ADJUSTED    2 0
 JV1579
 JV1579.Superseded values are not recommended for survey control.
 JV1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1579.See file dsdata.txt to determine how the superseded data were derived.
 JV1579
 JV1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK585026(NAD 83)
 JV1579_MARKER: DD = SURVEY DISK
 JV1579_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV1579_SP_SET: STEP
 JV1579_STAMPING: 774
 JV1579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV1579_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JV1579+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2004
 JV1579
 JV1579  HISTORY     - Date     Condition        Report By
 JV1579  HISTORY     - UNK      MONUMENTED       USGS
 JV1579  HISTORY     - 1942     GOOD             CGS
 JV1579  HISTORY     - 20041008 GOOD             GEOCAC
 JV1579
 JV1579                          STATION DESCRIPTION
 JV1579
 JV1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1579'AT SHEFFER.
 JV1579'THIS MARK IS AT SHEFFER, YORK COUNTY, 31.0 FEET NORTHEAST OF
 JV1579'THE CENTER LINE OF THE TRACK, 75.0 FEET NORTHWEST OF THE CENTER
 JV1579'LINE OF THE RAILROAD CROSSING, SET IN THE WEST END OF THE TOP
 JV1579'DOOR STEP OF A 2 STORY WHITE HOUSE, ABOUT 1.5 FEET HIGHER
 JV1579'THAN THE TRACK.
 JV1579
 JV1579                          STATION RECOVERY (2004)
 JV1579
 JV1579'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 JV1579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0208 ***********************************************************************
 MA0208  DESIGNATION -  775.5
 MA0208  PID         -  MA0208
 MA0208  STATE/COUNTY-  PA/CLINTON
 MA0208  USGS QUAD   -  POTTERSDALE (1983)
 MA0208
 MA0208                         *CURRENT SURVEY CONTROL
 MA0208  ___________________________________________________________________
 MA0208* NAD 83(1986)-  41 09 27.     (N)    078 00 11.     (W)     SCALED    
 MA0208* NAVD 88     -       236.281  (meters)     775.20   (feet)  ADJUSTED  
 MA0208  ___________________________________________________________________
 MA0208  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 MA0208  DYNAMIC HT  -         236.160 (meters)     774.80  (feet)  COMP
 MA0208  MODELED GRAV-     980,107.6   (mgal)                       NAVD 88
 MA0208
 MA0208  VERT ORDER  -  SECOND    CLASS 0
 MA0208
 MA0208.The horizontal coordinates were scaled from a topographic map and have
 MA0208.an estimated accuracy of +/- 6 seconds.
 MA0208
 MA0208.The orthometric height was determined by differential leveling
 MA0208.and adjusted by the National Geodetic Survey in June 1991..
 MA0208
 MA0208.The geoid height was determined by GEOID03.
 MA0208
 MA0208.The dynamic height is computed by dividing the NAVD 88
 MA0208.geopotential number by the normal gravity value computed on the
 MA0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0208.degrees latitude (g = 980.6199 gals.).
 MA0208
 MA0208.The modeled gravity was interpolated from observed gravity values.
 MA0208
 MA0208;                    North         East    Units  Estimated Accuracy
 MA0208;SPC PA N     -   110,070.      578,760.      MT  (+/- 180 meters Scaled)
 MA0208
 MA0208                          SUPERSEDED SURVEY CONTROL
 MA0208
 MA0208  NGVD 29 (??/??/92)  236.446  (m)          775.74   (f) ADJ UNCH    2 0
 MA0208
 MA0208.Superseded values are not recommended for survey control.
 MA0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0208.See file dsdata.txt to determine how the superseded data were derived.
 MA0208
 MA0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF514605(NAD 83)
 MA0208_MARKER: Q = CHISELED SQUARE
 MA0208_SETTING: 80 = SET IN A BOULDER
 MA0208_SP_SET: BOULDER
 MA0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0208+STABILITY: SURFACE MOTION
 MA0208
 MA0208  HISTORY     - Date     Condition        Report By
 MA0208  HISTORY     - UNK      MONUMENTED       USGS
 MA0208  HISTORY     - 1934     GOOD             NGS
 MA0208
 MA0208                          STATION DESCRIPTION
 MA0208
 MA0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0208'9.8 MI E FROM KARTHAUS.
 MA0208'IN CLINTON COUNTY, ABOUT 9.8 MILES EAST ALONG THE NEW YORK
 MA0208'CENTRAL RAILROAD FROM KARTHAUS, CLEARFIELD COUNTY, ABOUT 0.7
 MA0208'MILE NORTHEAST OF THE STATION AT SPRUCE, ABOUT 70 FEET SOUTH
 MA0208'OF STATION 308, ABOUT 70 FEET NORTH OF A SWITCH SIGNAL, 12 FEET
 MA0208'WEST OF THE WEST RAIL, AND ON A BOULDER.  A CHISELED SQUARE,
 MA0208'PAINTED U.S.B.M. 775.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE7854 ***********************************************************************
 AE7854  DESIGNATION -  7756
 AE7854  PID         -  AE7854
 AE7854  STATE/COUNTY-  PA/WESTMORELAND
 AE7854  USGS QUAD   -  MOUNT PLEASANT (1993)
 AE7854
 AE7854                         *CURRENT SURVEY CONTROL
 AE7854  ___________________________________________________________________
 AE7854* NAD 83(1992)-  40 12 25.75908(N)    079 34 15.53303(W)     ADJUSTED  
 AE7854* NAVD 88     -       312.0    (meters)    1024.     (feet)  GPS OBS   
 AE7854  ___________________________________________________________________
 AE7854  X           -     883,021.010 (meters)                     COMP
 AE7854  Y           -  -4,797,516.952 (meters)                     COMP
 AE7854  Z           -   4,095,759.386 (meters)                     COMP
 AE7854  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 AE7854  ELLIP HEIGHT-         279.08  (meters)          (08/10/01) GPS OBS
 AE7854  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 AE7854
 AE7854  HORZ ORDER  -  FIRST
 AE7854  ELLP ORDER  -  FOURTH    CLASS II
 AE7854
 AE7854.The horizontal coordinates were established by GPS observations
 AE7854.and adjusted by the National Geodetic Survey in March 1998..
 AE7854
 AE7854.The orthometric height was determined by GPS observations and a
 AE7854.high-resolution geoid model.
 AE7854
 AE7854.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7854
 AE7854.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7854
 AE7854.The ellipsoidal height was determined by GPS observations
 AE7854.and is referenced to NAD 83.
 AE7854
 AE7854.The geoid height was determined by GEOID03.
 AE7854
 AE7854;                    North         East     Units Scale Factor Converg.
 AE7854;SPC PA S     -    98,622.690   444,986.165   MT  0.99996849   -1 10 53.2
 AE7854;SPC PA S     -   323,564.61  1,459,925.44   sFT  0.99996849   -1 10 53.2
 AE7854;UTM  17      - 4,451,728.989   621,613.319   MT  0.99978206   +0 55 21.4
 AE7854
 AE7854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7854!SPC PA S     -   0.99995622  x   0.99996849  =   0.99992471
 AE7854!UTM  17      -   0.99995622  x   0.99978206  =   0.99973829
 AE7854
 AE7854                          SUPERSEDED SURVEY CONTROL
 AE7854
 AE7854  ELLIP H (03/18/98)  279.07   (m)                       GP(       ) 3 1
 AE7854
 AE7854.Superseded values are not recommended for survey control.
 AE7854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7854.See file dsdata.txt to determine how the superseded data were derived.
 AE7854
 AE7854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE2161351729(NAD 83)
 AE7854_MARKER: DD = SURVEY DISK
 AE7854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7854_SP_SET: SET IN A CONCRETE MONUMENT
 AE7854_STAMPING: HARN 7756
 AE7854_MARK LOGO: PATUCO
 AE7854_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE7854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7854+STABILITY: SURFACE MOTION
 AE7854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7854+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7854
 AE7854  HISTORY     - Date     Condition        Report By
 AE7854  HISTORY     - 1997     MONUMENTED       NEILAN
 AE7854
 AE7854                          STATION DESCRIPTION
 AE7854
 AE7854'DESCRIBED BY THE NEILAN ENGINEERS INCORPORATED 1997 (TEK)
 AE7854'THE STATION IS LOCATED AT MILE 77.56 OF THE PA TURNPIKE, IN THE GRASS
 AE7854'AREA ON THE NORTHEAST SIDE OF THE HIGHWAY, SOUTHWEST OF THE RIGHT OF
 AE7854'WAY FENCE. THE STATION IS 39.53 FT S OF A REBAR IN THE FENCELINE, AND
 AE7854'46.54 FT W OF ANOTHER REBAR IN THE FENCELINE. TO REACH THE STATION
 AE7854'FROM THE DONEGAL INTERCHANGE (EXIT 9), PROCEED WEST ON THE TURNPIKE
 AE7854'FOR 12.6 MI TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2673 ***********************************************************************
 KW2673  DESIGNATION -  776.84 PADH
 KW2673  PID         -  KW2673
 KW2673  STATE/COUNTY-  PA/FRANKLIN
 KW2673  USGS QUAD   -  SHIPPENSBURG (1973)
 KW2673
 KW2673                         *CURRENT SURVEY CONTROL
 KW2673  ___________________________________________________________________
 KW2673* NAD 83(1986)-  40 00 53.     (N)    077 32 00.     (W)     SCALED    
 KW2673* NAVD 88     -       236.584  (meters)     776.19   (feet)  ADJUSTED  
 KW2673  ___________________________________________________________________
 KW2673  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 KW2673  DYNAMIC HT  -         236.449 (meters)     775.75  (feet)  COMP
 KW2673  MODELED GRAV-     980,046.3   (mgal)                       NAVD 88
 KW2673
 KW2673  VERT ORDER  -  FIRST     CLASS II
 KW2673
 KW2673.The horizontal coordinates were scaled from a topographic map and have
 KW2673.an estimated accuracy of +/- 6 seconds.
 KW2673
 KW2673.The orthometric height was determined by differential leveling
 KW2673.and adjusted by the National Geodetic Survey in June 1991..
 KW2673
 KW2673.The geoid height was determined by GEOID03.
 KW2673
 KW2673.The dynamic height is computed by dividing the NAVD 88
 KW2673.geopotential number by the normal gravity value computed on the
 KW2673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2673.degrees latitude (g = 980.6199 gals.).
 KW2673
 KW2673.The modeled gravity was interpolated from observed gravity values.
 KW2673
 KW2673;                    North         East    Units  Estimated Accuracy
 KW2673;SPC PA S     -    75,680.      618,500.      MT  (+/- 180 meters Scaled)
 KW2673
 KW2673                          SUPERSEDED SURVEY CONTROL
 KW2673
 KW2673.No superseded survey control is available for this station.
 KW2673
 KW2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK837324(NAD 83)
 KW2673_MARKER: DD = SURVEY DISK
 KW2673_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KW2673_SP_SET: ABUTMENT
 KW2673_STAMPING: 776.84 1963
 KW2673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2673
 KW2673  HISTORY     - Date     Condition        Report By
 KW2673  HISTORY     - 1963     MONUMENTED       PADH
 KW2673  HISTORY     - 1979     GOOD             NGS
 KW2673
 KW2673                          STATION DESCRIPTION
 KW2673
 KW2673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KW2673'3.75 MI SOUTH FROM SHIPPENSBURG.
 KW2673'2.75 MILES SOUTH ALONG STATE HIGHWAY 696 FROM THE JUNCTION OF STATE
 KW2673'HIGHWAY 696 AND US HIGHWAY 11 IN SHIPPENSBURG TO THE MARK ON THE LEFT,
 KW2673'SET IN THE SOUTHEAST ABUTMENT OF AN OVERPASS BRIDGE OVER INTERSTATE
 KW2673'HIGHWAY 81, AND 17.5 FEET SOUTHEAST OF THE CENTER LINE OF STATE
 KW2673'HIGHWAY 696.
 KW2673'THE MARK IS 3 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0718 ***********************************************************************
 LZ0718  DESIGNATION -  777.1
 LZ0718  PID         -  LZ0718
 LZ0718  STATE/COUNTY-  PA/LYCOMING
 LZ0718  USGS QUAD   -  CEDAR RUN (1994)
 LZ0718
 LZ0718                         *CURRENT SURVEY CONTROL
 LZ0718  ___________________________________________________________________
 LZ0718* NAD 83(1986)-  41 30 19.     (N)    077 27 34.     (W)     SCALED    
 LZ0718* NAVD 88     -       236.745  (meters)     776.72   (feet)  ADJUSTED  
 LZ0718  ___________________________________________________________________
 LZ0718  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 LZ0718  DYNAMIC HT  -         236.643 (meters)     776.39  (feet)  COMP
 LZ0718  MODELED GRAV-     980,185.8   (mgal)                       NAVD 88
 LZ0718
 LZ0718  VERT ORDER  -  SECOND    CLASS 0
 LZ0718
 LZ0718.The horizontal coordinates were scaled from a topographic map and have
 LZ0718.an estimated accuracy of +/- 6 seconds.
 LZ0718
 LZ0718.The orthometric height was determined by differential leveling
 LZ0718.and adjusted by the National Geodetic Survey in June 1991..
 LZ0718
 LZ0718.The geoid height was determined by GEOID03.
 LZ0718
 LZ0718.The dynamic height is computed by dividing the NAVD 88
 LZ0718.geopotential number by the normal gravity value computed on the
 LZ0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0718.degrees latitude (g = 980.6199 gals.).
 LZ0718
 LZ0718.The modeled gravity was interpolated from observed gravity values.
 LZ0718
 LZ0718;                    North         East    Units  Estimated Accuracy
 LZ0718;SPC PA N     -   148,700.      624,260.      MT  (+/- 180 meters Scaled)
 LZ0718
 LZ0718                          SUPERSEDED SURVEY CONTROL
 LZ0718
 LZ0718  NGVD 29 (??/??/92)  236.915  (m)          777.28   (f) ADJ UNCH    2 0
 LZ0718
 LZ0718.Superseded values are not recommended for survey control.
 LZ0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0718.See file dsdata.txt to determine how the superseded data were derived.
 LZ0718
 LZ0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL947977(NAD 83)
 LZ0718_MARKER: Q = CHISELED SQUARE
 LZ0718_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0718_SP_SET: ABUTMENT
 LZ0718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0718
 LZ0718  HISTORY     - Date     Condition        Report By
 LZ0718  HISTORY     - UNK      MONUMENTED       USGS
 LZ0718  HISTORY     - 1934     GOOD             NGS
 LZ0718
 LZ0718                          STATION DESCRIPTION
 LZ0718
 LZ0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0718'0.3 MI S FROM CAMP CEDAR PINES.
 LZ0718'ABOUT 0.3 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LZ0718'CAMP CEDAR PINES, LYCOMING COUNTY, AT BRIDGE 140 OVER ELK RUN,
 LZ0718'ON THE TOP OF THE WEST SIDE OF THE NORTH ABUTMENT, 14 FEET WEST
 LZ0718'OF THE WEST RAIL, AND ABOUT 4 FEET LOWER THAN THE TOP OF THE
 LZ0718'RAIL.  A CHISELED SQUARE, MARKED BY THE PAINTED LETTERS B M
 LZ0718'777.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0505 ***********************************************************************
 MA0505  DESIGNATION -  78 CHIZ SQ
 MA0505  PID         -  MA0505
 MA0505  STATE/COUNTY-  PA/CLEARFIELD
 MA0505  USGS QUAD   -  SABULA (1986)
 MA0505
 MA0505                         *CURRENT SURVEY CONTROL
 MA0505  ___________________________________________________________________
 MA0505* NAD 83(1986)-  41 08 11.     (N)    078 41 48.     (W)     SCALED    
 MA0505* NAVD 88     -       436.190  (meters)    1431.07   (feet)  ADJUSTED  
 MA0505  ___________________________________________________________________
 MA0505  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 MA0505  DYNAMIC HT  -         435.984 (meters)    1430.39  (feet)  COMP
 MA0505  MODELED GRAV-     980,139.3   (mgal)                       NAVD 88
 MA0505
 MA0505  VERT ORDER  -  SECOND    CLASS 0
 MA0505
 MA0505.The horizontal coordinates were scaled from a topographic map and have
 MA0505.an estimated accuracy of +/- 6 seconds.
 MA0505
 MA0505.The orthometric height was determined by differential leveling
 MA0505.and adjusted by the National Geodetic Survey in June 1991..
 MA0505
 MA0505.The geoid height was determined by GEOID03.
 MA0505
 MA0505.The dynamic height is computed by dividing the NAVD 88
 MA0505.geopotential number by the normal gravity value computed on the
 MA0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0505.degrees latitude (g = 980.6199 gals.).
 MA0505
 MA0505.The modeled gravity was interpolated from observed gravity values.
 MA0505
 MA0505;                    North         East    Units  Estimated Accuracy
 MA0505;SPC PA N     -   108,130.      520,520.      MT  (+/- 180 meters Scaled)
 MA0505
 MA0505                          SUPERSEDED SURVEY CONTROL
 MA0505
 MA0505  NGVD 29 (??/??/92)  436.321  (m)         1431.50   (f) ADJ UNCH    2 0
 MA0505
 MA0505.Superseded values are not recommended for survey control.
 MA0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0505.See file dsdata.txt to determine how the superseded data were derived.
 MA0505
 MA0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF933564(NAD 83)
 MA0505_MARKER: Q = CHISELED SQUARE
 MA0505_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0505_SP_SET: ABUTMENT
 MA0505_STAMPING: BM 78
 MA0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0505_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MA0505+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2001
 MA0505
 MA0505  HISTORY     - Date     Condition        Report By
 MA0505  HISTORY     - UNK      MONUMENTED       PRR
 MA0505  HISTORY     - 1959     GOOD             NGS
 MA0505  HISTORY     - 20010104 GOOD             PADT
 MA0505
 MA0505                          STATION DESCRIPTION
 MA0505
 MA0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MA0505'3.5 MI E FROM DU BOIS.
 MA0505'3.5 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM DU BOIS,
 MA0505'CLEARFIELD COUNTY, ABOUT 0.8 MILE WEST OF NARROWS CREEK, AT
 MA0505'BRIDGE 68.42, ON THE TOP OF THE NORTH END OF THE EAST STONE
 MA0505'ABUTMENT, 7 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND
 MA0505'ABOUT 3 FEET LOWER THAN THE TOP OF THE RAIL.  A CHISELED SQUARE,
 MA0505'MARKED BY THE CHISELED LETTERS BM 78.
 MA0505
 MA0505                          STATION RECOVERY (2001)
 MA0505
 MA0505'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (GAC)
 MA0505'FOUND AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0749 ***********************************************************************
 KW0749  DESIGNATION -  78 PRR
 KW0749  PID         -  KW0749
 KW0749  STATE/COUNTY-  PA/LANCASTER
 KW0749  USGS QUAD   -  LANCASTER (1995)
 KW0749
 KW0749                         *CURRENT SURVEY CONTROL
 KW0749  ___________________________________________________________________
 KW0749* NAD 83(1986)-  40 02 49.     (N)    076 16 03.     (W)     SCALED    
 KW0749* NAVD 88     -        99.373  (meters)     326.03   (feet)  ADJUSTED  
 KW0749  ___________________________________________________________________
 KW0749  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KW0749  DYNAMIC HT  -          99.322 (meters)     325.86  (feet)  COMP
 KW0749  MODELED GRAV-     980,113.3   (mgal)                       NAVD 88
 KW0749
 KW0749  VERT ORDER  -  SECOND    CLASS 0
 KW0749
 KW0749.The horizontal coordinates were scaled from a topographic map and have
 KW0749.an estimated accuracy of +/- 6 seconds.
 KW0749
 KW0749.The orthometric height was determined by differential leveling
 KW0749.and adjusted by the National Geodetic Survey in June 1991..
 KW0749
 KW0749.The geoid height was determined by GEOID03.
 KW0749
 KW0749.The dynamic height is computed by dividing the NAVD 88
 KW0749.geopotential number by the normal gravity value computed on the
 KW0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0749.degrees latitude (g = 980.6199 gals.).
 KW0749
 KW0749.The modeled gravity was interpolated from observed gravity values.
 KW0749
 KW0749;                    North         East    Units  Estimated Accuracy
 KW0749;SPC PA S     -    80,300.      726,500.      MT  (+/- 180 meters Scaled)
 KW0749
 KW0749                          SUPERSEDED SURVEY CONTROL
 KW0749
 KW0749  NGVD 29 (??/??/??)   99.640  (m)          326.90   (f) ADJUSTED    2 0
 KW0749
 KW0749.Superseded values are not recommended for survey control.
 KW0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0749.See file dsdata.txt to determine how the superseded data were derived.
 KW0749
 KW0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK918337(NAD 83)
 KW0749_MARKER: B = BOLT
 KW0749_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0749_SP_SET: PIER
 KW0749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0749
 KW0749  HISTORY     - Date     Condition        Report By
 KW0749  HISTORY     - UNK      MONUMENTED       PRR
 KW0749  HISTORY     - 1935     GOOD             CGS
 KW0749  HISTORY     - 1936     GOOD             CGS
 KW0749  HISTORY     - 20040518 MARK NOT FOUND   PADT
 KW0749  HISTORY     - 20040620 MARK NOT FOUND   GEOCAC
 KW0749
 KW0749                          STATION DESCRIPTION
 KW0749
 KW0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0749'2.2 MI E FROM LANCASTER.
 KW0749'ABOUT 2.2 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW0749'STATION AT LANCASTER, LANCASTER COUNTY, ABOUT 0.9 MILE EAST
 KW0749'OF THE STATION AT CONESTOGA JUNCTION, AT THE WEST END OF BRIDGE
 KW0749'65.78 OVER MUDDY ROAD, AND IN THE TOP OF THE NORTH PIER.  A
 KW0749'COPPER BOLT.
 KW0749
 KW0749                          STATION RECOVERY (1936)
 KW0749
 KW0749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 KW0749'RECOVERED IN GOOD CONDITION.
 KW0749
 KW0749                          STATION RECOVERY (2004)
 KW0749
 KW0749'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (SMM)
 KW0749'MARK NOT FOUND.
 KW0749
 KW0749                          STATION RECOVERY (2004)
 KW0749
 KW0749'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0749'BRIDGE WAS REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1479 ***********************************************************************
 KV1479  DESIGNATION -  78+02 CNJRR
 KV1479  PID         -  KV1479
 KV1479  STATE/COUNTY-  PA/NORTHAMPTON
 KV1479  USGS QUAD   -  NAZARETH (1992)
 KV1479
 KV1479                         *CURRENT SURVEY CONTROL
 KV1479  ___________________________________________________________________
 KV1479* NAD 83(1986)-  40 38 33.     (N)    075 17 03.     (W)     SCALED    
 KV1479* NAVD 88     -        67.72   (+/-2cm)     222.2    (feet)  VERTCON   
 KV1479  ___________________________________________________________________
 KV1479  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 KV1479
 KV1479  VERT ORDER  -  ? (See Below)
 KV1479
 KV1479.The horizontal coordinates were scaled from a topographic map and have
 KV1479.an estimated accuracy of +/- 6 seconds.
 KV1479
 KV1479.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV1479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV1479.The vertical order pertains to the NGVD 29 superseded value.
 KV1479
 KV1479.The geoid height was determined by GEOID03.
 KV1479
 KV1479;                    North         East    Units  Estimated Accuracy
 KV1479;SPC PA S     -   148,280.      808,550.      MT  (+/- 180 meters Scaled)
 KV1479
 KV1479                          SUPERSEDED SURVEY CONTROL
 KV1479
 KV1479  NGVD 29 (??/??/??)   67.925  (m)          222.85   (f) ADJUSTED    ?  
 KV1479
 KV1479.Superseded values are not recommended for survey control.
 KV1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1479.See file dsdata.txt to determine how the superseded data were derived.
 KV1479
 KV1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK759991(NAD 83)
 KV1479_MARKER: B = BOLT
 KV1479_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1479_SP_SET: RETAINING WALL
 KV1479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1479
 KV1479  HISTORY     - Date     Condition        Report By
 KV1479  HISTORY     - 1932     MONUMENTED       CNJRR
 KV1479  HISTORY     - 1932     GOOD             CGS
 KV1479  HISTORY     - 1934     GOOD             CGS
 KV1479  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 KV1479
 KV1479                          STATION DESCRIPTION
 KV1479
 KV1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1479'2.6 MI SW FROM WEST EASTON.
 KV1479'2.6 MILES SOUTHWEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY
 KV1479'FROM WEST EASTON, NORTHAMPTON COUNTY, AT THE RAILROAD STOP AT
 KV1479'HOPE, ABOUT 200 YARDS NORTHEAST OF BRIDGE 78/14, 122 FEET
 KV1479'SOUTHWEST OF MILEPOST 78, 15.9 FEET NORTHWEST OF THE
 KV1479'CENTERLINE OF THE TRACK, IN THE BOTTOM OF THE NORTHEAST END OF A
 KV1479'DRESSED-STONE RETAINING WALL, 6 INCHES WEST OF A 4-INCH DRAIN
 KV1479'PIPE, THROUGH THE WALL, AND ABOUT 1 FOOT LOWER THEN THE TOP OF
 KV1479'THE RAIL.  A COPPER BOLT.
 KV1479
 KV1479                          STATION RECOVERY (1934)
 KV1479
 KV1479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 KV1479'RECOVERED IN GOOD CONDITION.
 KV1479
 KV1479                          STATION RECOVERY (2004)
 KV1479
 KV1479'RECOVERY NOTE BY US POWER SQUADRON 2004 (RCN)
 KV1479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1481 ***********************************************************************
 KV1481  DESIGNATION -  78+14 CNJRR
 KV1481  PID         -  KV1481
 KV1481  STATE/COUNTY-  PA/NORTHAMPTON
 KV1481  USGS QUAD   -  NAZARETH (1992)
 KV1481
 KV1481                         *CURRENT SURVEY CONTROL
 KV1481  ___________________________________________________________________
 KV1481* NAD 83(1986)-  40 38 33.     (N)    075 17 03.     (W)     SCALED    
 KV1481* NAVD 88     -        67.03   (+/-2cm)     219.9    (feet)  VERTCON   
 KV1481  ___________________________________________________________________
 KV1481  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 KV1481
 KV1481  VERT ORDER  -  ? (See Below)
 KV1481
 KV1481.The horizontal coordinates were scaled from a topographic map and have
 KV1481.an estimated accuracy of +/- 6 seconds.
 KV1481
 KV1481.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV1481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV1481.The vertical order pertains to the NGVD 29 superseded value.
 KV1481
 KV1481.The geoid height was determined by GEOID03.
 KV1481
 KV1481;                    North         East    Units  Estimated Accuracy
 KV1481;SPC PA S     -   148,280.      808,550.      MT  (+/- 180 meters Scaled)
 KV1481
 KV1481                          SUPERSEDED SURVEY CONTROL
 KV1481
 KV1481  NGVD 29 (??/??/??)   67.234  (m)          220.58   (f) ADJUSTED    ?  
 KV1481
 KV1481.Superseded values are not recommended for survey control.
 KV1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1481.See file dsdata.txt to determine how the superseded data were derived.
 KV1481
 KV1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK759991(NAD 83)
 KV1481_MARKER: Z = SEE DESCRIPTION
 KV1481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1481_SP_SET: STEP
 KV1481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1481
 KV1481  HISTORY     - Date     Condition        Report By
 KV1481  HISTORY     - 1932     MONUMENTED       CNJRR
 KV1481  HISTORY     - 1932     GOOD             CGS
 KV1481  HISTORY     - 1934     GOOD             CGS
 KV1481  HISTORY     - 1975     GOOD             PADT
 KV1481  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 KV1481
 KV1481                          STATION DESCRIPTION
 KV1481
 KV1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1481'2.7 MI SW FROM WEST EASTON.
 KV1481'2.7 MILES SOUTHWEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY
 KV1481'FROM WEST EASTON, NORTHAMPTON COUNTY, AT HOPE CROSSING, ABOUT 300
 KV1481'YARDS SOUTHWEST OF MILEPOST 78, AT BRIDGE 78/14, IN THE NORTHEAST
 KV1481'WING WALL, AND ON THE TOP OF THE WEST EDGE OF THE TOP STEP.
 KV1481'A CHISELED SEMICIRCLE.
 KV1481
 KV1481                          STATION RECOVERY (1934)
 KV1481
 KV1481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 KV1481'RECOVERED IN GOOD CONDITION.
 KV1481
 KV1481                          STATION RECOVERY (1975)
 KV1481
 KV1481'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 KV1481'RECOVERED IN GOOD CONDITION.
 KV1481
 KV1481                          STATION RECOVERY (2004)
 KV1481
 KV1481'RECOVERY NOTE BY US POWER SQUADRON 2004 (BWR)
 KV1481'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE7853 ***********************************************************************
 AE7853  DESIGNATION -  7816
 AE7853  PID         -  AE7853
 AE7853  STATE/COUNTY-  PA/WESTMORELAND
 AE7853  USGS QUAD   -  MOUNT PLEASANT (1993)
 AE7853
 AE7853                         *CURRENT SURVEY CONTROL
 AE7853  ___________________________________________________________________
 AE7853* NAD 83(1992)-  40 12 10.15540(N)    079 33 38.83282(W)     ADJUSTED  
 AE7853* NAVD 88     -       309.9    (meters)    1017.     (feet)  GPS OBS   
 AE7853  ___________________________________________________________________
 AE7853  X           -     883,930.621 (meters)                     COMP
 AE7853  Y           -  -4,797,663.786 (meters)                     COMP
 AE7853  Z           -   4,095,390.487 (meters)                     COMP
 AE7853  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 AE7853  ELLIP HEIGHT-         277.05  (meters)          (08/10/01) GPS OBS
 AE7853  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 AE7853
 AE7853  HORZ ORDER  -  FIRST
 AE7853  ELLP ORDER  -  FOURTH    CLASS II
 AE7853
 AE7853.The horizontal coordinates were established by GPS observations
 AE7853.and adjusted by the National Geodetic Survey in March 1998..
 AE7853
 AE7853.The orthometric height was determined by GPS observations and a
 AE7853.high-resolution geoid model.
 AE7853
 AE7853.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7853
 AE7853.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7853
 AE7853.The ellipsoidal height was determined by GPS observations
 AE7853.and is referenced to NAD 83.
 AE7853
 AE7853.The geoid height was determined by GEOID03.
 AE7853
 AE7853;                    North         East     Units Scale Factor Converg.
 AE7853;SPC PA S     -    98,123.681   445,843.999   MT  0.99996881   -1 10 29.4
 AE7853;SPC PA S     -   321,927.44  1,462,739.85   sFT  0.99996881   -1 10 29.4
 AE7853;UTM  17      - 4,451,261.897   622,488.732   MT  0.99978469   +0 55 44.8
 AE7853
 AE7853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7853!SPC PA S     -   0.99995654  x   0.99996881  =   0.99992535
 AE7853!UTM  17      -   0.99995654  x   0.99978469  =   0.99974124
 AE7853
 AE7853                          SUPERSEDED SURVEY CONTROL
 AE7853
 AE7853  ELLIP H (03/18/98)  277.04   (m)                       GP(       ) 3 1
 AE7853
 AE7853.Superseded values are not recommended for survey control.
 AE7853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7853.See file dsdata.txt to determine how the superseded data were derived.
 AE7853
 AE7853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE2248951262(NAD 83)
 AE7853_MARKER: DD = SURVEY DISK
 AE7853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7853_SP_SET: SET IN A CONCRETE MONUMENT
 AE7853_STAMPING: HARN 7816
 AE7853_MARK LOGO: PATUCO
 AE7853_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE7853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7853+STABILITY: SURFACE MOTION
 AE7853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7853+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7853
 AE7853  HISTORY     - Date     Condition        Report By
 AE7853  HISTORY     - 1997     MONUMENTED       NEILAN
 AE7853
 AE7853                          STATION DESCRIPTION
 AE7853
 AE7853'DESCRIBED BY THE NEILAN ENGINEERS INCORPORATED 1997 (TEK)
 AE7853'THE STATION IS LOCATED AT MILE 78.16 OF THE PA TURNPIKE, IN THE GRASS
 AE7853'AREA ON THE NORTHEAST SIDE OF THE HIGHWAY, SOUTHWEST OF THE RIGHT OF
 AE7853'WAY FENCE. THE STATION IS 8.04 FT S OF A REBAR IN THE FENCELINE, AND
 AE7853'8.26 FT W OF ANOTHER REBAR IN THE FENCELINE. TO REACH THE STATION FROM
 AE7853'THE DONEGAL INTERCHANGE (EXIT 9), PROCEED WEST ON THE TURNPIKE FOR
 AE7853'12.0 MI TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0157 ***********************************************************************
 JW0157  DESIGNATION -  782
 JW0157  PID         -  JW0157
 JW0157  STATE/COUNTY-  PA/FULTON
 JW0157  USGS QUAD   -  MEADOW GROUNDS (1994)
 JW0157
 JW0157                         *CURRENT SURVEY CONTROL
 JW0157  ___________________________________________________________________
 JW0157* NAD 83(1986)-  39 59 15.     (N)    078 03 37.     (W)     SCALED    
 JW0157* NAVD 88     -       238.392  (meters)     782.12   (feet)  ADJUSTED  
 JW0157  ___________________________________________________________________
 JW0157  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JW0157  DYNAMIC HT  -         238.256 (meters)     781.68  (feet)  COMP
 JW0157  MODELED GRAV-     980,050.8   (mgal)                       NAVD 88
 JW0157
 JW0157  VERT ORDER  -  SECOND    CLASS 0
 JW0157
 JW0157.The horizontal coordinates were scaled from a topographic map and have
 JW0157.an estimated accuracy of +/- 6 seconds.
 JW0157
 JW0157.The orthometric height was determined by differential leveling
 JW0157.and adjusted by the National Geodetic Survey in June 1991..
 JW0157
 JW0157.The geoid height was determined by GEOID03.
 JW0157
 JW0157.The dynamic height is computed by dividing the NAVD 88
 JW0157.geopotential number by the normal gravity value computed on the
 JW0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0157.degrees latitude (g = 980.6199 gals.).
 JW0157
 JW0157.The modeled gravity was interpolated from observed gravity values.
 JW0157
 JW0157;                    North         East    Units  Estimated Accuracy
 JW0157;SPC PA S     -    72,680.      573,500.      MT  (+/- 180 meters Scaled)
 JW0157
 JW0157                          SUPERSEDED SURVEY CONTROL
 JW0157
 JW0157  NGVD 29 (??/??/92)  238.574  (m)          782.72   (f) ADJ UNCH    2 0
 JW0157
 JW0157.Superseded values are not recommended for survey control.
 JW0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0157.See file dsdata.txt to determine how the superseded data were derived.
 JW0157
 JW0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE509305(NAD 83)
 JW0157_MARKER: DD = SURVEY DISK
 JW0157_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0157_SP_SET: BUILDING
 JW0157_STAMPING: 782
 JW0157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0157
 JW0157  HISTORY     - Date     Condition        Report By
 JW0157  HISTORY     - UNK      MONUMENTED       USGS
 JW0157  HISTORY     - 1966     GOOD             NGS
 JW0157
 JW0157                          STATION DESCRIPTION
 JW0157
 JW0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 JW0157'6.2 MI NW FROM MC CONNELLSBURG.
 JW0157'6.2 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE FULTON
 JW0157'NATIONAL BANK AT MC CONNELLSBURG, FULTON COUNTY, 39 FEET WEST OF
 JW0157'THE HARRISONVILLE POST OFFICE, AT THE M.H. HOLLINSHEAD HOUSE, IN
 JW0157'THE NORTHWEST CORNER OF THE FOUNDATION, ABOUT 66 FEET SOUTH OF THE
 JW0157'CENTER LINE OF THE HIGHWAY, AND 30 FEET EAST OF THE CENTER OF A
 JW0157'ROAD LEADING TO NEEDMORE.  A UNITED STATES GEOLOGICAL SURVEY
 JW0157'STANDARD DISK, STAMPED 782 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1519 ***********************************************************************
 KX1519  DESIGNATION -  786
 KX1519  PID         -  KX1519
 KX1519  STATE/COUNTY-  PA/ARMSTRONG
 KX1519  USGS QUAD   -  LEECHBURG (1977)
 KX1519
 KX1519                         *CURRENT SURVEY CONTROL
 KX1519  ___________________________________________________________________
 KX1519* NAD 83(1986)-  40 44 57.     (N)    079 33 15.     (W)     SCALED    
 KX1519* NAVD 88     -       239.398  (meters)     785.42   (feet)  ADJUSTED  
 KX1519  ___________________________________________________________________
 KX1519  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 KX1519  DYNAMIC HT  -         239.278 (meters)     785.03  (feet)  COMP
 KX1519  MODELED GRAV-     980,117.4   (mgal)                       NAVD 88
 KX1519
 KX1519  VERT ORDER  -  FIRST     CLASS II
 KX1519
 KX1519.The horizontal coordinates were scaled from a topographic map and have
 KX1519.an estimated accuracy of +/- 6 seconds.
 KX1519
 KX1519.The orthometric height was determined by differential leveling
 KX1519.and adjusted by the National Geodetic Survey in June 1991..
 KX1519
 KX1519.The geoid height was determined by GEOID03.
 KX1519
 KX1519.The dynamic height is computed by dividing the NAVD 88
 KX1519.geopotential number by the normal gravity value computed on the
 KX1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1519.degrees latitude (g = 980.6199 gals.).
 KX1519
 KX1519.The modeled gravity was interpolated from observed gravity values.
 KX1519
 KX1519;                    North         East    Units  Estimated Accuracy
 KX1519;SPC PA S     -   158,770.      447,650.      MT  (+/- 180 meters Scaled)
 KX1519
 KX1519                          SUPERSEDED SURVEY CONTROL
 KX1519
 KX1519  NGVD 29 (??/??/92)  239.575  (m)          786.01   (f) ADJ UNCH    1 2
 KX1519
 KX1519.Superseded values are not recommended for survey control.
 KX1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1519.See file dsdata.txt to determine how the superseded data were derived.
 KX1519
 KX1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF220119(NAD 83)
 KX1519_MARKER: DD = SURVEY DISK
 KX1519_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1519_SP_SET: ABUTMENT
 KX1519_STAMPING: 786 PITTSBURG
 KX1519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1519
 KX1519  HISTORY     - Date     Condition        Report By
 KX1519  HISTORY     - UNK      MONUMENTED       USGS
 KX1519  HISTORY     - 1941     GOOD             NGS
 KX1519  HISTORY     - 1973     POOR             PADT
 KX1519
 KX1519                          STATION DESCRIPTION
 KX1519
 KX1519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1519'10 MI NE FROM SCHENLEY.
 KX1519'ABOUT 10 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX1519'SCHENLEY, ARMSTRONG COUNTY, AT ROSSTON, AT THE BRIDGE OVER CROOKED
 KX1519'CREEK AT ITS JUNCTION WITH ALLEGHENY RIVER, IN THE TOP OF THE
 KX1519'UPSTREAM ABUTMENT, 7 FEET RIVERWARD OF THE RIVER RAIL, AND
 KX1519'1.8 FEET LOWER THAN THE TOP OF THE RAIL.  A UNITED STATES
 KX1519'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 786 PITTSBURG.
 KX1519
 KX1519                          STATION RECOVERY (1973)
 KX1519
 KX1519'RECOVERY NOTE BY PA DEPT OF TRANSP 1973
 KX1519'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0719 ***********************************************************************
 LZ0719  DESIGNATION -  786.5
 LZ0719  PID         -  LZ0719
 LZ0719  STATE/COUNTY-  PA/LYCOMING
 LZ0719  USGS QUAD   -  CEDAR RUN (1994)
 LZ0719
 LZ0719                         *CURRENT SURVEY CONTROL
 LZ0719  ___________________________________________________________________
 LZ0719* NAD 83(1986)-  41 30 26.     (N)    077 27 17.     (W)     SCALED    
 LZ0719* NAVD 88     -       239.604  (meters)     786.10   (feet)  ADJUSTED  
 LZ0719  ___________________________________________________________________
 LZ0719  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 LZ0719  DYNAMIC HT  -         239.500 (meters)     785.76  (feet)  COMP
 LZ0719  MODELED GRAV-     980,185.0   (mgal)                       NAVD 88
 LZ0719
 LZ0719  VERT ORDER  -  SECOND    CLASS 0
 LZ0719
 LZ0719.The horizontal coordinates were scaled from a topographic map and have
 LZ0719.an estimated accuracy of +/- 6 seconds.
 LZ0719
 LZ0719.The orthometric height was determined by differential leveling
 LZ0719.and adjusted by the National Geodetic Survey in June 1991..
 LZ0719
 LZ0719.The geoid height was determined by GEOID03.
 LZ0719
 LZ0719.The dynamic height is computed by dividing the NAVD 88
 LZ0719.geopotential number by the normal gravity value computed on the
 LZ0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0719.degrees latitude (g = 980.6199 gals.).
 LZ0719
 LZ0719.The modeled gravity was interpolated from observed gravity values.
 LZ0719
 LZ0719;                    North         East    Units  Estimated Accuracy
 LZ0719;SPC PA N     -   148,920.      624,650.      MT  (+/- 180 meters Scaled)
 LZ0719
 LZ0719                          SUPERSEDED SURVEY CONTROL
 LZ0719
 LZ0719  NGVD 29 (??/??/92)  239.772  (m)          786.65   (f) ADJ UNCH    2 0
 LZ0719
 LZ0719.Superseded values are not recommended for survey control.
 LZ0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0719.See file dsdata.txt to determine how the superseded data were derived.
 LZ0719
 LZ0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL951979(NAD 83)
 LZ0719_MARKER: Q = CHISELED SQUARE
 LZ0719_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0719_SP_SET: BRIDGE BASE
 LZ0719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0719
 LZ0719  HISTORY     - Date     Condition        Report By
 LZ0719  HISTORY     - UNK      MONUMENTED       CGS
 LZ0719  HISTORY     - 1934     GOOD             NGS
 LZ0719
 LZ0719                          STATION DESCRIPTION
 LZ0719
 LZ0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0719'AT CAMP CEDAR PINES.
 LZ0719'AT CAMP CEDAR PINES, LYCOMING COUNTY, ON THE NEW YORK CENTRAL
 LZ0719'RAILROAD, AT THE EAST END OF A SUSPENSION BRIDGE OVER PINE CREEK,
 LZ0719'ON THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE BASE, 15 FEET
 LZ0719'WEST OF THE WEST RAIL, AND ABOUT 0.5 FOOT LOWER THAN THE TOP OF
 LZ0719'THE RAIL.  A CHISELED SQUARE, MARKED BY THE PAINTED LETTERS B M
 LZ0719'786.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0060 ***********************************************************************
 KY0060  DESIGNATION -  789.8
 KY0060  PID         -  KY0060
 KY0060  STATE/COUNTY-  PA/BEAVER
 KY0060  USGS QUAD   -  BEAVER FALLS (1990)
 KY0060
 KY0060                         *CURRENT SURVEY CONTROL
 KY0060  ___________________________________________________________________
 KY0060* NAD 83(1986)-  40 45 07.     (N)    080 19 31.     (W)     SCALED    
 KY0060* NAVD 88     -       240.511  (meters)     789.08   (feet)  ADJUSTED  
 KY0060  ___________________________________________________________________
 KY0060  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 KY0060  DYNAMIC HT  -         240.391 (meters)     788.68  (feet)  COMP
 KY0060  MODELED GRAV-     980,117.3   (mgal)                       NAVD 88
 KY0060
 KY0060  VERT ORDER  -  FIRST     CLASS I
 KY0060
 KY0060.The horizontal coordinates were scaled from a topographic map and have
 KY0060.an estimated accuracy of +/- 6 seconds.
 KY0060
 KY0060.The orthometric height was determined by differential leveling
 KY0060.and adjusted by the National Geodetic Survey in June 1991..
 KY0060
 KY0060.The geoid height was determined by GEOID03.
 KY0060
 KY0060.The dynamic height is computed by dividing the NAVD 88
 KY0060.geopotential number by the normal gravity value computed on the
 KY0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0060.degrees latitude (g = 980.6199 gals.).
 KY0060
 KY0060.The modeled gravity was interpolated from observed gravity values.
 KY0060
 KY0060;                    North         East    Units  Estimated Accuracy
 KY0060;SPC PA S     -   160,690.      382,560.      MT  (+/- 180 meters Scaled)
 KY0060
 KY0060                          SUPERSEDED SURVEY CONTROL
 KY0060
 KY0060  NGVD 29 (??/??/92)  240.632  (m)          789.47   (f) ADJ UNCH    1 1
 KY0060
 KY0060.Superseded values are not recommended for survey control.
 KY0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0060.See file dsdata.txt to determine how the superseded data were derived.
 KY0060
 KY0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF569114(NAD 83)
 KY0060_MARKER: DD = SURVEY DISK
 KY0060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0060_SP_SET: WING WALL
 KY0060_STAMPING: 789.8
 KY0060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0060
 KY0060  HISTORY     - Date     Condition        Report By
 KY0060  HISTORY     - UNK      MONUMENTED       USGS
 KY0060  HISTORY     - 1966     GOOD             NGS
 KY0060
 KY0060                          STATION DESCRIPTION
 KY0060
 KY0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY0060'AT BEAVER FALLS.
 KY0060'AT BEAVER FALLS, ALONG THE PENNSYLVANIA RAILROAD, 34 YARDS
 KY0060'NORTH OF THE NORTHEAST CORNER OF THE STATION, ABOUT 0.2 MILE
 KY0060'NORTH OF MILEPOST P 30, AT THE 11TH STREET OVERPASS, IN THE TOP
 KY0060'OF THE SOUTH END OF THE CONCRETE WING WALL OF THE OVERPASS, 17.0
 KY0060'FEET WEST OF THE WEST RAIL OF THE WEST TRACK, 15.0 FEET SOUTHWEST
 KY0060'OF BENCH MARK Q 199 DESCRIBED, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0502 ***********************************************************************
 MA0502  DESIGNATION -  79
 MA0502  PID         -  MA0502
 MA0502  STATE/COUNTY-  PA/CLEARFIELD
 MA0502  USGS QUAD   -  SABULA (1986)
 MA0502
 MA0502                         *CURRENT SURVEY CONTROL
 MA0502  ___________________________________________________________________
 MA0502* NAD 83(1986)-  41 08 23.     (N)    078 41 15.     (W)     SCALED    
 MA0502* NAVD 88     -       437.668  (meters)    1435.92   (feet)  ADJUSTED  
 MA0502  ___________________________________________________________________
 MA0502  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 MA0502  DYNAMIC HT  -         437.463 (meters)    1435.24  (feet)  COMP
 MA0502  MODELED GRAV-     980,140.5   (mgal)                       NAVD 88
 MA0502
 MA0502  VERT ORDER  -  SECOND    CLASS 0
 MA0502
 MA0502.The horizontal coordinates were scaled from a topographic map and have
 MA0502.an estimated accuracy of +/- 6 seconds.
 MA0502
 MA0502.The orthometric height was determined by differential leveling
 MA0502.and adjusted by the National Geodetic Survey in June 1991..
 MA0502
 MA0502.The geoid height was determined by GEOID03.
 MA0502
 MA0502.The dynamic height is computed by dividing the NAVD 88
 MA0502.geopotential number by the normal gravity value computed on the
 MA0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0502.degrees latitude (g = 980.6199 gals.).
 MA0502
 MA0502.The modeled gravity was interpolated from observed gravity values.
 MA0502
 MA0502;                    North         East    Units  Estimated Accuracy
 MA0502;SPC PA N     -   108,490.      521,290.      MT  (+/- 180 meters Scaled)
 MA0502
 MA0502                          SUPERSEDED SURVEY CONTROL
 MA0502
 MA0502  NGVD 29 (??/??/92)  437.800  (m)         1436.35   (f) ADJ UNCH    2 0
 MA0502
 MA0502.Superseded values are not recommended for survey control.
 MA0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0502.See file dsdata.txt to determine how the superseded data were derived.
 MA0502
 MA0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF940568(NAD 83)
 MA0502_MARKER: Q = CHISELED SQUARE
 MA0502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0502_SP_SET: CULVERT
 MA0502_STAMPING: BM 79
 MA0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0502
 MA0502  HISTORY     - Date     Condition        Report By
 MA0502  HISTORY     - UNK      MONUMENTED       PRR
 MA0502  HISTORY     - 1959     GOOD             NGS
 MA0502
 MA0502                          STATION DESCRIPTION
 MA0502
 MA0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MA0502'4.4 MI E FROM DU BOIS.
 MA0502'4 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM DU BOIS,
 MA0502'CLEARFIELD COUNTY, ABOUT 370 FEET WEST OF MILEPOST 41, ON THE
 MA0502'TOP OF THE NORTH END OF A STONE BOX CULVERT, 22 FEET NORTH
 MA0502'OF THE CENTER LINE OF THE TRACK, AND ABOUT 3-1/2 FEET LOWER
 MA0502'THAN THE TOP OF THE RAIL.  A CHISELED SQUARE, MARKED BY THE
 MA0502'CHISELED LETTERS BM 79.  NOTE-- ABOUT 0.35 MILE NORTH EAST
 MA0502'ALONG STATE HY. 219 FROM THE HIGH SCHOOL IN DU BOIS THENCE 4.0
 MA0502'MILE SOUTH EAST ON STATE HY. 255, AT T JUNCTION WITH GRAVEL ROAD,
 MA0502'IN RAILROAD BRIDGE, ALSO AT T JUNCTION WITH GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1026 ***********************************************************************
 LZ1026  DESIGNATION -  79
 LZ1026  PID         -  LZ1026
 LZ1026  STATE/COUNTY-  PA/CLINTON
 LZ1026  USGS QUAD   -  LOCK HAVEN (1986)
 LZ1026
 LZ1026                         *CURRENT SURVEY CONTROL
 LZ1026  ___________________________________________________________________
 LZ1026* NAD 83(1986)-  41 09 12.     (N)    077 28 13.     (W)     SCALED    
 LZ1026* NAVD 88     -       174.357  (meters)     572.04   (feet)  ADJUSTED  
 LZ1026  ___________________________________________________________________
 LZ1026  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 LZ1026  DYNAMIC HT  -         174.277 (meters)     571.77  (feet)  COMP
 LZ1026  MODELED GRAV-     980,163.6   (mgal)                       NAVD 88
 LZ1026
 LZ1026  VERT ORDER  -  SECOND    CLASS 0
 LZ1026
 LZ1026.The horizontal coordinates were scaled from a topographic map and have
 LZ1026.an estimated accuracy of +/- 6 seconds.
 LZ1026
 LZ1026.The orthometric height was determined by differential leveling
 LZ1026.and adjusted by the National Geodetic Survey in June 1991..
 LZ1026
 LZ1026.The geoid height was determined by GEOID03.
 LZ1026
 LZ1026.The dynamic height is computed by dividing the NAVD 88
 LZ1026.geopotential number by the normal gravity value computed on the
 LZ1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1026.degrees latitude (g = 980.6199 gals.).
 LZ1026
 LZ1026.The modeled gravity was interpolated from observed gravity values.
 LZ1026
 LZ1026;                    North         East    Units  Estimated Accuracy
 LZ1026;SPC PA N     -   109,610.      623,480.      MT  (+/- 180 meters Scaled)
 LZ1026
 LZ1026                          SUPERSEDED SURVEY CONTROL
 LZ1026
 LZ1026  NGVD 29 (??/??/92)  174.558  (m)          572.70   (f) ADJ UNCH    2 0
 LZ1026
 LZ1026.Superseded values are not recommended for survey control.
 LZ1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1026.See file dsdata.txt to determine how the superseded data were derived.
 LZ1026
 LZ1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL927587(NAD 83)
 LZ1026_MARKER: R = RIVET
 LZ1026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1026_SP_SET: CULVERT
 LZ1026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1026
 LZ1026  HISTORY     - Date     Condition        Report By
 LZ1026  HISTORY     - UNK      MONUMENTED       PRR
 LZ1026  HISTORY     - 1934     GOOD             NGS
 LZ1026
 LZ1026                          STATION DESCRIPTION
 LZ1026
 LZ1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1026'1 MI W FROM LOCK HAVEN.
 LZ1026'ABOUT 1.0 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LZ1026'STATE TEACHERS COLLEGE AT LOCK HAVEN, CLINTON COUNTY, AT A 27-FOOT
 LZ1026'STONE ARCH CULVERT, IN THE TOP OF THE NORTH STONE PARAPET, 7
 LZ1026'FEET WEST OF THE EAST END, 5 FEET NORTH OF THE CENTER LINE OF
 LZ1026'THE WEST-BOUND TRACK, AND ABOUT 1-1/2 FEET LOWER THAN THE TOP
 LZ1026'OF THE RAIL.  A COPPER RIVET, MARKED BY THE CHISELED LETTERS
 LZ1026'BM 79.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1028 ***********************************************************************
 LZ1028  DESIGNATION -  79 A
 LZ1028  PID         -  LZ1028
 LZ1028  STATE/COUNTY-  PA/CLINTON
 LZ1028  USGS QUAD   -  LOCK HAVEN (1986)
 LZ1028
 LZ1028                         *CURRENT SURVEY CONTROL
 LZ1028  ___________________________________________________________________
 LZ1028* NAD 83(1986)-  41 09 12.     (N)    077 28 13.     (W)     SCALED    
 LZ1028* NAVD 88     -       174.368  (meters)     572.07   (feet)  ADJUSTED  
 LZ1028  ___________________________________________________________________
 LZ1028  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 LZ1028  DYNAMIC HT  -         174.288 (meters)     571.81  (feet)  COMP
 LZ1028  MODELED GRAV-     980,163.6   (mgal)                       NAVD 88
 LZ1028
 LZ1028  VERT ORDER  -  SECOND    CLASS 0
 LZ1028
 LZ1028.The horizontal coordinates were scaled from a topographic map and have
 LZ1028.an estimated accuracy of +/- 6 seconds.
 LZ1028
 LZ1028.The orthometric height was determined by differential leveling
 LZ1028.and adjusted by the National Geodetic Survey in June 1991..
 LZ1028
 LZ1028.The geoid height was determined by GEOID03.
 LZ1028
 LZ1028.The dynamic height is computed by dividing the NAVD 88
 LZ1028.geopotential number by the normal gravity value computed on the
 LZ1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1028.degrees latitude (g = 980.6199 gals.).
 LZ1028
 LZ1028.The modeled gravity was interpolated from observed gravity values.
 LZ1028
 LZ1028;                    North         East    Units  Estimated Accuracy
 LZ1028;SPC PA N     -   109,610.      623,480.      MT  (+/- 180 meters Scaled)
 LZ1028
 LZ1028                          SUPERSEDED SURVEY CONTROL
 LZ1028
 LZ1028  NGVD 29 (??/??/92)  174.568  (m)          572.73   (f) ADJ UNCH    2 0
 LZ1028
 LZ1028.Superseded values are not recommended for survey control.
 LZ1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1028.See file dsdata.txt to determine how the superseded data were derived.
 LZ1028
 LZ1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL927587(NAD 83)
 LZ1028_MARKER: R = RIVET
 LZ1028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1028_SP_SET: CULVERT
 LZ1028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1028
 LZ1028  HISTORY     - Date     Condition        Report By
 LZ1028  HISTORY     - UNK      MONUMENTED       PRR
 LZ1028  HISTORY     - 1934     GOOD             NGS
 LZ1028
 LZ1028                          STATION DESCRIPTION
 LZ1028
 LZ1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1028'1 MI W FROM LOCK HAVEN.
 LZ1028'ABOUT 1.0 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LZ1028'STATE TEACHERS COLLEGE AT LOCK HAVEN, CLINTON COUNTY, AT A 27-FOOT
 LZ1028'STONE ARCH CULVERT, IN THE TOP OF THE NORTH STONE PARAPET,
 LZ1028'7 FEET EAST OF THE WEST END, AND ABOUT 1-1/2 FEET LOWER THAN
 LZ1028'THE TOP OF THE RAIL.  A COPPER RIVET, MARKED BY THE CHISELED
 LZ1028'LETTERS BM 79.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0750 ***********************************************************************
 KW0750  DESIGNATION -  79 PRR
 KW0750  PID         -  KW0750
 KW0750  STATE/COUNTY-  PA/LANCASTER
 KW0750  USGS QUAD   -  LANCASTER (1995)
 KW0750
 KW0750                         *CURRENT SURVEY CONTROL
 KW0750  ___________________________________________________________________
 KW0750* NAD 83(1986)-  40 03 00.     (N)    076 16 41.     (W)     SCALED    
 KW0750* NAVD 88     -        92.906  (meters)     304.81   (feet)  ADJUSTED  
 KW0750  ___________________________________________________________________
 KW0750  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 KW0750  DYNAMIC HT  -          92.858 (meters)     304.65  (feet)  COMP
 KW0750  MODELED GRAV-     980,113.5   (mgal)                       NAVD 88
 KW0750
 KW0750  VERT ORDER  -  SECOND    CLASS 0
 KW0750
 KW0750.The horizontal coordinates were scaled from a topographic map and have
 KW0750.an estimated accuracy of +/- 6 seconds.
 KW0750
 KW0750.The orthometric height was determined by differential leveling
 KW0750.and adjusted by the National Geodetic Survey in June 1991..
 KW0750
 KW0750.The geoid height was determined by GEOID03.
 KW0750
 KW0750.The dynamic height is computed by dividing the NAVD 88
 KW0750.geopotential number by the normal gravity value computed on the
 KW0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0750.degrees latitude (g = 980.6199 gals.).
 KW0750
 KW0750.The modeled gravity was interpolated from observed gravity values.
 KW0750
 KW0750;                    North         East    Units  Estimated Accuracy
 KW0750;SPC PA S     -    80,620.      725,600.      MT  (+/- 180 meters Scaled)
 KW0750
 KW0750                          SUPERSEDED SURVEY CONTROL
 KW0750
 KW0750  NGVD 29 (??/??/??)   93.174  (m)          305.69   (f) ADJUSTED    2 0
 KW0750
 KW0750.Superseded values are not recommended for survey control.
 KW0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0750.See file dsdata.txt to determine how the superseded data were derived.
 KW0750
 KW0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK909340(NAD 83)
 KW0750_MARKER: B = BOLT
 KW0750_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0750_SP_SET: BRIDGE
 KW0750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0750
 KW0750  HISTORY     - Date     Condition        Report By
 KW0750  HISTORY     - UNK      MONUMENTED       PRR
 KW0750  HISTORY     - 1935     GOOD             CGS
 KW0750  HISTORY     - 1936     GOOD             CGS
 KW0750
 KW0750                          STATION DESCRIPTION
 KW0750
 KW0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0750'1.6 MI E FROM LANCASTER.
 KW0750'ABOUT 1.6 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW0750'STATION AT LANCASTER, LANCASTER COUNTY, IN THE TOP OF THE
 KW0750'NORTHWEST CORNER OF A BRIDGE OVER CONESTOGA RIVER, AND 5 FEET
 KW0750'NORTH OF THE CENTER LINE OF THE TRACK.  A COPPER BOLT.
 KW0750
 KW0750                          STATION RECOVERY (1936)
 KW0750
 KW0750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 KW0750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2185 ***********************************************************************
 KW2185  DESIGNATION -  79 PRR
 KW2185  PID         -  KW2185
 KW2185  STATE/COUNTY-  PA/HUNTINGDON
 KW2185  USGS QUAD   -  MOUNT UNION (1971)
 KW2185
 KW2185                         *CURRENT SURVEY CONTROL
 KW2185  ___________________________________________________________________
 KW2185* NAD 83(1986)-  40 23 33.     (N)    077 56 21.     (W)     SCALED    
 KW2185* NAVD 88     -       181.364  (meters)     595.03   (feet)  POSTED    
 KW2185  ___________________________________________________________________
 KW2185  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KW2185  DYNAMIC HT  -         181.270 (meters)     594.72  (feet)  COMP
 KW2185  MODELED GRAV-     980,103.4   (mgal)                       NAVD 88
 KW2185
 KW2185  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KW2185
 KW2185.The horizontal coordinates were scaled from a topographic map and have
 KW2185.an estimated accuracy of +/- 6 seconds.
 KW2185
 KW2185.The orthometric height was determined by differential leveling
 KW2185.and adjusted by the National Geodetic Survey in 1992..
 KW2185.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KW2185.rate of 0.0 thru 1.0 mm/km.
 KW2185
 KW2185.The geoid height was determined by GEOID03.
 KW2185
 KW2185.The dynamic height is computed by dividing the NAVD 88
 KW2185.geopotential number by the normal gravity value computed on the
 KW2185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2185.degrees latitude (g = 980.6199 gals.).
 KW2185
 KW2185.The modeled gravity was interpolated from observed gravity values.
 KW2185
 KW2185;                    North         East    Units  Estimated Accuracy
 KW2185;SPC PA S     -   117,620.      583,940.      MT  (+/- 180 meters Scaled)
 KW2185
 KW2185                          SUPERSEDED SURVEY CONTROL
 KW2185
 KW2185  NGVD 29 (??/??/??)  181.565  (m)          595.68   (f) ADJUSTED    1 2
 KW2185
 KW2185.Superseded values are not recommended for survey control.
 KW2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2185.See file dsdata.txt to determine how the superseded data were derived.
 KW2185
 KW2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK505754(NAD 83)
 KW2185_MARKER: Q = CHISELED SQUARE
 KW2185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2185_SP_SET: RETAINING WALL
 KW2185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2185
 KW2185  HISTORY     - Date     Condition        Report By
 KW2185  HISTORY     - UNK      MONUMENTED       PRR
 KW2185  HISTORY     - 1941     GOOD             CGS
 KW2185
 KW2185                          STATION DESCRIPTION
 KW2185
 KW2185'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW2185'AT MAPLETON.
 KW2185'AT MAPLETON, ALONG THE PENNSYLVANIA RAILROAD, CUT IN THE EAST
 KW2185'CORNER OF THE RETAINING WALL SOUTHEAST OF THE STATION AND
 KW2185'NORTHEAST OF THE TRACKS, 11.6 FEET NORTHEAST OF THE NORTHEAST
 KW2185'RAIL OF THE NORTHEAST TRACK, 0.6 FOOT EAST OF THE EAST IRON
 KW2185'PIPE OF THE GUARD RAIL, 6 1/2 RAILS NORTHWEST OF A PUBLIC ROAD
 KW2185'CROSSING, 4 RAILS SOUTHEAST OF THE NORTHEAST STATION SHED.  A
 KW2185'PENNSYLVANIA RAILROAD CHISELED SQUARE NO. 79.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2186 ***********************************************************************
 KW2186  DESIGNATION -  79 PRR RESET
 KW2186  PID         -  KW2186
 KW2186  STATE/COUNTY-  PA/HUNTINGDON
 KW2186  USGS QUAD   -  MOUNT UNION (1971)
 KW2186
 KW2186                         *CURRENT SURVEY CONTROL
 KW2186  ___________________________________________________________________
 KW2186* NAD 83(1986)-  40 23 34.     (N)    077 56 21.     (W)     SCALED    
 KW2186* NAVD 88     -       181.360  (meters)     595.01   (feet)  ADJUSTED  
 KW2186  ___________________________________________________________________
 KW2186  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KW2186  DYNAMIC HT  -         181.266 (meters)     594.70  (feet)  COMP
 KW2186  MODELED GRAV-     980,103.5   (mgal)                       NAVD 88
 KW2186
 KW2186  VERT ORDER  -  FIRST     CLASS I
 KW2186
 KW2186.The horizontal coordinates were scaled from a topographic map and have
 KW2186.an estimated accuracy of +/- 6 seconds.
 KW2186
 KW2186.The orthometric height was determined by differential leveling
 KW2186.and adjusted by the National Geodetic Survey in June 1991..
 KW2186
 KW2186.The geoid height was determined by GEOID03.
 KW2186
 KW2186.The dynamic height is computed by dividing the NAVD 88
 KW2186.geopotential number by the normal gravity value computed on the
 KW2186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2186.degrees latitude (g = 980.6199 gals.).
 KW2186
 KW2186.The modeled gravity was interpolated from observed gravity values.
 KW2186
 KW2186;                    North         East    Units  Estimated Accuracy
 KW2186;SPC PA S     -   117,650.      583,940.      MT  (+/- 180 meters Scaled)
 KW2186
 KW2186                          SUPERSEDED SURVEY CONTROL
 KW2186
 KW2186  NGVD 29 (??/??/??)  181.562  (m)          595.67   (f) ADJUSTED    1 1
 KW2186
 KW2186.Superseded values are not recommended for survey control.
 KW2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2186.See file dsdata.txt to determine how the superseded data were derived.
 KW2186
 KW2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK505755(NAD 83)
 KW2186_MARKER: Q = CHISELED SQUARE
 KW2186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2186_SP_SET: RETAINING WALL
 KW2186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2186
 KW2186  HISTORY     - Date     Condition        Report By
 KW2186  HISTORY     - UNK      MONUMENTED       PRR
 KW2186  HISTORY     - 1966     GOOD             CGS
 KW2186  HISTORY     - 1973     GOOD             NGS
 KW2186
 KW2186                          STATION DESCRIPTION
 KW2186
 KW2186'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2186'3.4 MI W FROM MOUNT UNION.
 KW2186'3.35 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KW2186'AT MOUNT UNION, AT THE SMALL COMMUNITY OF MAPLETON, 0.1 MILE
 KW2186'SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATE HIGHWAY
 KW2186'655 UNDERPASS, 11 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 KW2186'NORTHEAST SET OF TRACKS, SET IN THE TOP OF THE EAST CORNER
 KW2186'OF A STONE RETAINING WALL, AT A POINT WHERE THE RETAINING WALL
 KW2186'DROPS ABOUT TWO FEET, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 KW2186'TRACKS.
 KW2186
 KW2186                          STATION RECOVERY (1973)
 KW2186
 KW2186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KW2186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0387 ***********************************************************************
 LZ0387  DESIGNATION -  793.3
 LZ0387  PID         -  LZ0387
 LZ0387  STATE/COUNTY-  PA/LYCOMING
 LZ0387  USGS QUAD   -  BODINES (1973)
 LZ0387
 LZ0387                         *CURRENT SURVEY CONTROL
 LZ0387  ___________________________________________________________________
 LZ0387* NAD 83(1986)-  41 28 14.     (N)    076 58 32.     (W)     SCALED    
 LZ0387* NAVD 88     -       241.489  (meters)     792.29   (feet)  ADJUSTED  
 LZ0387  ___________________________________________________________________
 LZ0387  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 LZ0387  DYNAMIC HT  -         241.384 (meters)     791.94  (feet)  COMP
 LZ0387  MODELED GRAV-     980,183.1   (mgal)                       NAVD 88
 LZ0387
 LZ0387  VERT ORDER  -  SECOND    CLASS 0
 LZ0387
 LZ0387.The horizontal coordinates were scaled from a topographic map and have
 LZ0387.an estimated accuracy of +/- 6 seconds.
 LZ0387
 LZ0387.The orthometric height was determined by differential leveling
 LZ0387.and adjusted by the National Geodetic Survey in June 1991..
 LZ0387
 LZ0387.The geoid height was determined by GEOID03.
 LZ0387
 LZ0387.The dynamic height is computed by dividing the NAVD 88
 LZ0387.geopotential number by the normal gravity value computed on the
 LZ0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0387.degrees latitude (g = 980.6199 gals.).
 LZ0387
 LZ0387.The modeled gravity was interpolated from observed gravity values.
 LZ0387
 LZ0387;                    North         East    Units  Estimated Accuracy
 LZ0387;SPC PA N     -   145,090.      664,690.      MT  (+/- 180 meters Scaled)
 LZ0387
 LZ0387                          SUPERSEDED SURVEY CONTROL
 LZ0387
 LZ0387  NGVD 29 (??/??/92)  241.674  (m)          792.89   (f) ADJ UNCH    2 0
 LZ0387
 LZ0387.Superseded values are not recommended for survey control.
 LZ0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0387.See file dsdata.txt to determine how the superseded data were derived.
 LZ0387
 LZ0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL350928(NAD 83)
 LZ0387_MARKER: Q = CHISELED SQUARE
 LZ0387_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0387_SP_SET: BRIDGE WALL
 LZ0387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0387
 LZ0387  HISTORY     - Date     Condition        Report By
 LZ0387  HISTORY     - UNK      MONUMENTED       USGS
 LZ0387  HISTORY     - 1934     GOOD             NGS
 LZ0387
 LZ0387                          STATION DESCRIPTION
 LZ0387
 LZ0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0387'AT MARSH HILL JUNCTION.
 LZ0387'AT MARSH HILL JUNCTION, LYCOMING COUNTY, ABOUT 500 FEET SOUTH
 LZ0387'OF THE PENNSYLVANIA RAILROAD STATION, AT BRIDGE 20.23, ON THE
 LZ0387'SOUTHWEST BACK WALL, 7 FEET WEST OF THE CENTER LINE OF THE
 LZ0387'TRACK, ABOUT 10 FEET LOWER THAN THE TOP OF THE RAIL, AND NEAR
 LZ0387'THE PAINTED LETTERS USBM 793.3.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1822 ***********************************************************************
 MA1822  DESIGNATION -  8
 MA1822  PID         -  MA1822
 MA1822  STATE/COUNTY-  PA/ERIE
 MA1822  USGS QUAD   -  WATERFORD (1975)
 MA1822
 MA1822                         *CURRENT SURVEY CONTROL
 MA1822  ___________________________________________________________________
 MA1822* NAD 83(1986)-  41 52 55.     (N)    079 59 57.     (W)     SCALED    
 MA1822* NAVD 88     -       357.316  (meters)    1172.29   (feet)  ADJUSTED  
 MA1822  ___________________________________________________________________
 MA1822  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 MA1822  DYNAMIC HT  -         357.173 (meters)    1171.83  (feet)  COMP
 MA1822  MODELED GRAV-     980,213.3   (mgal)                       NAVD 88
 MA1822
 MA1822  VERT ORDER  -  FIRST     CLASS II
 MA1822
 MA1822.The horizontal coordinates were scaled from a topographic map and have
 MA1822.an estimated accuracy of +/- 6 seconds.
 MA1822
 MA1822.The orthometric height was determined by differential leveling
 MA1822.and adjusted by the National Geodetic Survey in June 1991..
 MA1822
 MA1822.The geoid height was determined by GEOID03.
 MA1822
 MA1822.The dynamic height is computed by dividing the NAVD 88
 MA1822.geopotential number by the normal gravity value computed on the
 MA1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1822.degrees latitude (g = 980.6199 gals.).
 MA1822
 MA1822.The modeled gravity was interpolated from observed gravity values.
 MA1822
 MA1822;                    North         East    Units  Estimated Accuracy
 MA1822;SPC PA N     -   192,920.      413,330.      MT  (+/- 180 meters Scaled)
 MA1822
 MA1822                          SUPERSEDED SURVEY CONTROL
 MA1822
 MA1822  NGVD 29 (06/03/92)  357.475  (m)         1172.82   (f) ADJUSTED    1 2
 MA1822
 MA1822.Superseded values are not recommended for survey control.
 MA1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1822.See file dsdata.txt to determine how the superseded data were derived.
 MA1822
 MA1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG830371(NAD 83)
 MA1822_MARKER: DD = SURVEY DISK
 MA1822_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MA1822_SP_SET: WINGWALL
 MA1822_STAMPING: 8 PADH
 MA1822_MARK LOGO: PADH  
 MA1822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1822+STABILITY: SURFACE MOTION
 MA1822
 MA1822  HISTORY     - Date     Condition        Report By
 MA1822  HISTORY     - UNK      MONUMENTED       PADH
 MA1822  HISTORY     - 1982     GOOD             NGS
 MA1822
 MA1822                          STATION DESCRIPTION
 MA1822
 MA1822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MA1822'2.5 KM (1.6 MI) WEST FROM MILL VILLAGE.
 MA1822'2.5 KM (1.6 MI) WEST ALONG U.S. HIGHWAY 6 FROM THE MAIN CROSS
 MA1822'ROAD IN MILL VILLAGE TO THE MARK ON THE LEFT IN SOUTHEAST
 MA1822'WINGWALL OF A BRIDGE OVER FRENCH CREEK, 3.6 METERS (12.0 FEET)
 MA1822'SOUTH OF CENTERLINE OF U.S. HIGHWAY 6.
 MA1822'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0949 ***********************************************************************
 KX0949  DESIGNATION -  8
 KX0949  PID         -  KX0949
 KX0949  STATE/COUNTY-  PA/CLARION
 KX0949  USGS QUAD   -  TEMPLETON (1993)
 KX0949
 KX0949                         *CURRENT SURVEY CONTROL
 KX0949  ___________________________________________________________________
 KX0949* NAD 83(1986)-  40 59 33.     (N)    079 27 56.     (W)     SCALED    
 KX0949* NAVD 88     -       284.350  (meters)     932.90   (feet)  ADJUSTED  
 KX0949  ___________________________________________________________________
 KX0949  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KX0949  DYNAMIC HT  -         284.213 (meters)     932.46  (feet)  COMP
 KX0949  MODELED GRAV-     980,133.7   (mgal)                       NAVD 88
 KX0949
 KX0949  VERT ORDER  -  SECOND    CLASS 0
 KX0949
 KX0949.The horizontal coordinates were scaled from a topographic map and have
 KX0949.an estimated accuracy of +/- 6 seconds.
 KX0949
 KX0949.The orthometric height was determined by differential leveling
 KX0949.and adjusted by the National Geodetic Survey in June 1991..
 KX0949
 KX0949.The geoid height was determined by GEOID03.
 KX0949
 KX0949.The dynamic height is computed by dividing the NAVD 88
 KX0949.geopotential number by the normal gravity value computed on the
 KX0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0949.degrees latitude (g = 980.6199 gals.).
 KX0949
 KX0949.The modeled gravity was interpolated from observed gravity values.
 KX0949
 KX0949;                    North         East    Units  Estimated Accuracy
 KX0949;SPC PA N     -    93,140.      455,660.      MT  (+/- 180 meters Scaled)
 KX0949
 KX0949                          SUPERSEDED SURVEY CONTROL
 KX0949
 KX0949  NGVD 29 (??/??/92)  284.518  (m)          933.46   (f) ADJ UNCH    2 0
 KX0949
 KX0949.Superseded values are not recommended for survey control.
 KX0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0949.See file dsdata.txt to determine how the superseded data were derived.
 KX0949
 KX0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF290390(NAD 83)
 KX0949_MARKER: Q = CHISELED SQUARE
 KX0949_SETTING: 66 = SET IN ROCK OUTCROP
 KX0949_SP_SET: ROCK OUTCROP
 KX0949_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX0949+STABILITY: POSITION/ELEVATION WELL
 KX0949
 KX0949  HISTORY     - Date     Condition        Report By
 KX0949  HISTORY     - UNK      MONUMENTED       PRR
 KX0949  HISTORY     - 1935     GOOD             NGS
 KX0949
 KX0949                          STATION DESCRIPTION
 KX0949
 KX0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0949'1.2 MI E FROM LAWSONHAM.
 KX0949'1.2 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0949'AT LAWSONHAM, CLARION COUNTY, ABOUT 600 FEET EAST OF MILEPOST 7,
 KX0949'24 FEET NORTH OF THE CENTER LINE OF THE TRACK, ON THE TOP OF THE
 KX0949'SHELF OF A ROCK OUTCROP, AND ABOUT 1 FOOT HIGHER THAN THE TOP OF
 KX0949'THE RAIL.  A CHISELED SQUARE, MARKED B.M. 8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1532 ***********************************************************************
 LY1532  DESIGNATION -  8 JNP
 LY1532  PID         -  LY1532
 LY1532  STATE/COUNTY-  PA/LUZERNE
 LY1532  USGS QUAD   -  WHITE HAVEN (1997)
 LY1532
 LY1532                         *CURRENT SURVEY CONTROL
 LY1532  ___________________________________________________________________
 LY1532* NAD 83(1986)-  41 06 25.     (N)    075 50 14.     (W)     SCALED    
 LY1532* NAVD 88     -       376.170  (meters)    1234.15   (feet)  ADJUSTED  
 LY1532  ___________________________________________________________________
 LY1532  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 LY1532  DYNAMIC HT  -         375.998 (meters)    1233.59  (feet)  COMP
 LY1532  MODELED GRAV-     980,156.3   (mgal)                       NAVD 88
 LY1532
 LY1532  VERT ORDER  -  SECOND    CLASS 0
 LY1532
 LY1532.The horizontal coordinates were scaled from a topographic map and have
 LY1532.an estimated accuracy of +/- 6 seconds.
 LY1532
 LY1532.The orthometric height was determined by differential leveling
 LY1532.and adjusted by the National Geodetic Survey in June 1991..
 LY1532
 LY1532.The geoid height was determined by GEOID03.
 LY1532
 LY1532.The dynamic height is computed by dividing the NAVD 88
 LY1532.geopotential number by the normal gravity value computed on the
 LY1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1532.degrees latitude (g = 980.6199 gals.).
 LY1532
 LY1532.The modeled gravity was interpolated from observed gravity values.
 LY1532
 LY1532;                    North         East    Units  Estimated Accuracy
 LY1532;SPC PA N     -   106,200.      760,650.      MT  (+/- 180 meters Scaled)
 LY1532
 LY1532                          SUPERSEDED SURVEY CONTROL
 LY1532
 LY1532  NGVD 29 (??/??/92)  376.364  (m)         1234.79   (f) ADJ UNCH    2 0
 LY1532
 LY1532.Superseded values are not recommended for survey control.
 LY1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1532.See file dsdata.txt to determine how the superseded data were derived.
 LY1532
 LY1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL297509(NAD 83)
 LY1532_MARKER: DB = BENCH MARK DISK
 LY1532_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1532_SP_SET: BRIDGE
 LY1532_STAMPING: 8 JNP 1235 1942
 LY1532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1532
 LY1532  HISTORY     - Date     Condition        Report By
 LY1532  HISTORY     - 1942     MONUMENTED       USGS
 LY1532  HISTORY     - 1959     GOOD             NGS
 LY1532  HISTORY     - 20030921 GOOD             INDIV
 LY1532
 LY1532                          STATION DESCRIPTION
 LY1532
 LY1532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LY1532'4.7 MI N FROM WHITE HAVEN.
 LY1532'4.7 MILE NORTH ALONG A BLACKTOP ROAD NO. 40040 FROM THE SCHOOL
 LY1532'HOUSE AT WHITE HAVEN, SET IN TOP OF THE NORTHWEST WINGWALL FOR
 LY1532'THE NORTH ABUTMENT OF A 25 FOOT STONE BRIDGE OVER A CREEK,
 LY1532'0.05 MILE SOUTH OF A BLACKTOP ROAD JUNCTION, 18 FEET WEST OF
 LY1532'THE CENTERLINE OF THE BALCKTOP ROAD AND 1 FOOT BELOW THE ROAD.
 LY1532
 LY1532                          STATION RECOVERY (2003)
 LY1532
 LY1532'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (ZKM)
 LY1532'ROAD NO. 40040 IS NOW PA ROUTE 437.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0267 ***********************************************************************
 KY0267  DESIGNATION -  8 JWM
 KY0267  PID         -  KY0267
 KY0267  STATE/COUNTY-  PA/ALLEGHENY
 KY0267  USGS QUAD   -  AMBRIDGE (1990)
 KY0267
 KY0267                         *CURRENT SURVEY CONTROL
 KY0267  ___________________________________________________________________
 KY0267* NAD 83(1986)-  40 31 35.     (N)    080 09 32.     (W)     SCALED    
 KY0267* NAVD 88     -       220.524  (meters)     723.50   (feet)  ADJUSTED  
 KY0267  ___________________________________________________________________
 KY0267  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KY0267  DYNAMIC HT  -         220.411 (meters)     723.13  (feet)  COMP
 KY0267  MODELED GRAV-     980,109.3   (mgal)                       NAVD 88
 KY0267
 KY0267  VERT ORDER  -  SECOND    CLASS 0
 KY0267
 KY0267.The horizontal coordinates were scaled from a topographic map and have
 KY0267.an estimated accuracy of +/- 6 seconds.
 KY0267
 KY0267.The orthometric height was determined by differential leveling
 KY0267.and adjusted by the National Geodetic Survey in June 1991..
 KY0267
 KY0267.The geoid height was determined by GEOID03.
 KY0267
 KY0267.The dynamic height is computed by dividing the NAVD 88
 KY0267.geopotential number by the normal gravity value computed on the
 KY0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0267.degrees latitude (g = 980.6199 gals.).
 KY0267
 KY0267.The modeled gravity was interpolated from observed gravity values.
 KY0267
 KY0267;                    North         East    Units  Estimated Accuracy
 KY0267;SPC PA S     -   135,260.      395,920.      MT  (+/- 180 meters Scaled)
 KY0267
 KY0267                          SUPERSEDED SURVEY CONTROL
 KY0267
 KY0267  NGVD 29 (??/??/92)  220.676  (m)          724.00   (f) ADJ UNCH    2 0
 KY0267
 KY0267.Superseded values are not recommended for survey control.
 KY0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0267.See file dsdata.txt to determine how the superseded data were derived.
 KY0267
 KY0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE712865(NAD 83)
 KY0267_MARKER: DD = SURVEY DISK
 KY0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0267_STAMPING: 8 JWM 724 1948
 KY0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0267+STABILITY: SURFACE MOTION
 KY0267
 KY0267  HISTORY     - Date     Condition        Report By
 KY0267  HISTORY     - 1948     MONUMENTED       USGS
 KY0267  HISTORY     - 1960     GOOD             NGS
 KY0267
 KY0267                          STATION DESCRIPTION
 KY0267
 KY0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0267'1.6 MI SE FROM SEWICKLEY.
 KY0267'ABOUT 0.1 MILE NORTH EAST FROM THE NORTH EAST END OF BRIDGE OVER
 KY0267'THE OHIO RIVER AT EWICKLEY TO JUNCTION OF STATE HY. 88 THENCE
 KY0267'1.55 MILE SOUTH EAST ALONG HY. 88, SET AT A 5-WAY ROAD JUNCTION,
 KY0267'STANDARD BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING
 KY0267'ABOUT 4 INCHES, 2 FEET ABOVE THE HIGHWAY, SET IN THE ISLAND OF
 KY0267'THE JUNCTION OF STATE HY. 88 AND RIVER ROAD, 21 FEET SOUTH WEST
 KY0267'OF THE STREET, 29 FEET NORTH EAST OF THE CENTERLINE OF HY. 88,
 KY0267'27 FEET SOUTH EAST OF THE CENTERLINE OF NORTH EAST-SOUTH WEST
 KY0267'STREET, 4 FOOT EAST OF TRAFFIC SIGNAL POLE, 4 FEET SOUTH WEST OF
 KY0267'THE NORTH EAST CURB OF ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1492 ***********************************************************************
 KX1492  DESIGNATION -  8 L
 KX1492  PID         -  KX1492
 KX1492  STATE/COUNTY-  PA/ALLEGHENY
 KX1492  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1492
 KX1492                         *CURRENT SURVEY CONTROL
 KX1492  ___________________________________________________________________
 KX1492* NAD 83(1986)-  40 28 55.     (N)    079 53 17.     (W)     SCALED    
 KX1492* NAVD 88     -       227.470  (meters)     746.29   (feet)  ADJUSTED  
 KX1492  ___________________________________________________________________
 KX1492  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 KX1492  DYNAMIC HT  -         227.353 (meters)     745.91  (feet)  COMP
 KX1492  MODELED GRAV-     980,106.1   (mgal)                       NAVD 88
 KX1492
 KX1492  VERT ORDER  -  FIRST     CLASS II
 KX1492
 KX1492.The horizontal coordinates were scaled from a topographic map and have
 KX1492.an estimated accuracy of +/- 6 seconds.
 KX1492
 KX1492.The orthometric height was determined by differential leveling
 KX1492.and adjusted by the National Geodetic Survey in June 1991..
 KX1492
 KX1492.The geoid height was determined by GEOID03.
 KX1492
 KX1492.The dynamic height is computed by dividing the NAVD 88
 KX1492.geopotential number by the normal gravity value computed on the
 KX1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1492.degrees latitude (g = 980.6199 gals.).
 KX1492
 KX1492.The modeled gravity was interpolated from observed gravity values.
 KX1492
 KX1492;                    North         East    Units  Estimated Accuracy
 KX1492;SPC PA S     -   129,730.      418,740.      MT  (+/- 180 meters Scaled)
 KX1492
 KX1492                          SUPERSEDED SURVEY CONTROL
 KX1492
 KX1492  NGVD 29 (??/??/92)  227.639  (m)          746.85   (f) ADJ UNCH    1 2
 KX1492
 KX1492.Superseded values are not recommended for survey control.
 KX1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1492.See file dsdata.txt to determine how the superseded data were derived.
 KX1492
 KX1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE942818(NAD 83)
 KX1492_MARKER: B = BOLT
 KX1492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1492_STAMPING: USED 8 L
 KX1492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1492+STABILITY: SURFACE MOTION
 KX1492
 KX1492  HISTORY     - Date     Condition        Report By
 KX1492  HISTORY     - UNK      MONUMENTED       DOD
 KX1492  HISTORY     - 1941     GOOD             NGS
 KX1492  HISTORY     - 19920401 MARK NOT FOUND   USGS
 KX1492  HISTORY     - 20040521 MARK NOT FOUND   USPSQD
 KX1492
 KX1492                          STATION DESCRIPTION
 KX1492
 KX1492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1492'AT PITTSBURGH.
 KX1492'AT PITTSBURGH, ALLEGHENY COUNTY, ABOUT 7 MILES NORTHEAST OF THE
 KX1492'PENNSYLVANIA RAILROAD STATION, ABOUT 0.6 MILE UPSTREAM FROM
 KX1492'THE RAILROAD BRIDGE OVER THE ALLEGHENY RIVER, ABOUT 160 FEET
 KX1492'UPSTREAM FROM MILEPOST 7, AND 5 FEET RIVERWARD OF THE RIVER
 KX1492'RAIL.  A 1-INCH COPPER BOLT, STAMPED U.S.E.D. 8 L AND SET IN THE
 KX1492'TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 KX1492
 KX1492                          STATION RECOVERY (1992)
 KX1492
 KX1492'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 KX1492'MARK NOT FOUND.
 KX1492
 KX1492                          STATION RECOVERY (2004)
 KX1492
 KX1492'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 KX1492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1412 ***********************************************************************
 MA1412  DESIGNATION -  8 N
 MA1412  PID         -  MA1412
 MA1412  STATE/COUNTY-  PA/VENANGO
 MA1412  USGS QUAD   -  FRANKLIN (1972)
 MA1412
 MA1412                         *CURRENT SURVEY CONTROL
 MA1412  ___________________________________________________________________
 MA1412* NAD 83(1986)-  41 24 52.     (N)    079 51 15.     (W)     SCALED    
 MA1412* NAVD 88     -       304.950  (meters)    1000.49   (feet)  ADJUSTED  
 MA1412  ___________________________________________________________________
 MA1412  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 MA1412  DYNAMIC HT  -         304.818 (meters)    1000.06  (feet)  COMP
 MA1412  MODELED GRAV-     980,181.2   (mgal)                       NAVD 88
 MA1412
 MA1412  VERT ORDER  -  FIRST     CLASS II
 MA1412
 MA1412.The horizontal coordinates were scaled from a topographic map and have
 MA1412.an estimated accuracy of +/- 6 seconds.
 MA1412
 MA1412.The orthometric height was determined by differential leveling
 MA1412.and adjusted by the National Geodetic Survey in June 1991..
 MA1412
 MA1412.The geoid height was determined by GEOID03.
 MA1412
 MA1412.The dynamic height is computed by dividing the NAVD 88
 MA1412.geopotential number by the normal gravity value computed on the
 MA1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1412.degrees latitude (g = 980.6199 gals.).
 MA1412
 MA1412.The modeled gravity was interpolated from observed gravity values.
 MA1412
 MA1412;                    North         East    Units  Estimated Accuracy
 MA1412;SPC PA N     -   140,710.      424,100.      MT  (+/- 180 meters Scaled)
 MA1412
 MA1412                          SUPERSEDED SURVEY CONTROL
 MA1412
 MA1412  NGVD 29 (06/03/92)  305.105  (m)         1001.00   (f) ADJUSTED    1 2
 MA1412
 MA1412.Superseded values are not recommended for survey control.
 MA1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1412.See file dsdata.txt to determine how the superseded data were derived.
 MA1412
 MA1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF957853(NAD 83)
 MA1412_MARKER: DD = SURVEY DISK
 MA1412_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1412_SP_SET: BRIDGE
 MA1412_STAMPING: 8 N USGS 1001 1962
 MA1412_MARK LOGO: PADH  
 MA1412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1412
 MA1412  HISTORY     - Date     Condition        Report By
 MA1412  HISTORY     - 1962     MONUMENTED       PADH
 MA1412  HISTORY     - 1967     GOOD             NGS
 MA1412  HISTORY     - 1982     GOOD             NGS
 MA1412
 MA1412                          STATION DESCRIPTION
 MA1412
 MA1412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1412'2.8 MI NW FROM FRANKLIN.
 MA1412'ABOUT 2.8 MILES NORTHWEST ALONG U.S. HIGHWAY 322 FROM THE COURT
 MA1412'HOUSE IN FRANKLIN, SET IN THE TOP OF THE NORTHEAST WINGWALL OF
 MA1412'A BRIDGE, 24 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY AND
 MA1412'IS ABOUT LEVEL WITH THE HIGHWAY.
 MA1412
 MA1412                          STATION RECOVERY (1982)
 MA1412
 MA1412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MA1412'RECOVERED IN GOOD CONDITION.
 MA1412'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1875 ***********************************************************************
 KV1875  DESIGNATION -  8 PRR
 KV1875  PID         -  KV1875
 KV1875  STATE/COUNTY-  PA/MONTGOMERY
 KV1875  USGS QUAD   -  NORRISTOWN (1992)
 KV1875
 KV1875                         *CURRENT SURVEY CONTROL
 KV1875  ___________________________________________________________________
 KV1875* NAD 83(1986)-  40 06 26.     (N)    075 16 28.     (W)     SCALED    
 KV1875* NAVD 88     -        44.521  (meters)     146.07   (feet)  ADJUSTED  
 KV1875  ___________________________________________________________________
 KV1875  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 KV1875  DYNAMIC HT  -          44.500 (meters)     146.00  (feet)  COMP
 KV1875  MODELED GRAV-     980,155.5   (mgal)                       NAVD 88
 KV1875
 KV1875  VERT ORDER  -  SECOND    CLASS 0
 KV1875
 KV1875.The horizontal coordinates were scaled from a topographic map and have
 KV1875.an estimated accuracy of +/- 6 seconds.
 KV1875
 KV1875.The orthometric height was determined by differential leveling
 KV1875.and adjusted by the National Geodetic Survey in June 1991..
 KV1875
 KV1875.The geoid height was determined by GEOID03.
 KV1875
 KV1875.The dynamic height is computed by dividing the NAVD 88
 KV1875.geopotential number by the normal gravity value computed on the
 KV1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1875.degrees latitude (g = 980.6199 gals.).
 KV1875
 KV1875.The modeled gravity was interpolated from observed gravity values.
 KV1875
 KV1875;                    North         East    Units  Estimated Accuracy
 KV1875;SPC PA S     -    88,890.      811,030.      MT  (+/- 180 meters Scaled)
 KV1875
 KV1875                          SUPERSEDED SURVEY CONTROL
 KV1875
 KV1875  NGVD 29 (??/??/??)   44.826  (m)          147.07   (f) ADJUSTED    2 0
 KV1875
 KV1875.Superseded values are not recommended for survey control.
 KV1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1875.See file dsdata.txt to determine how the superseded data were derived.
 KV1875
 KV1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK766396(NAD 83)
 KV1875_MARKER: B = BOLT
 KV1875_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1875_SP_SET: BRIDGE SEAT
 KV1875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1875
 KV1875  HISTORY     - Date     Condition        Report By
 KV1875  HISTORY     - UNK      MONUMENTED       PRR
 KV1875  HISTORY     - 1935     GOOD             CGS
 KV1875  HISTORY     - 1961     GOOD             CGS
 KV1875
 KV1875                          STATION DESCRIPTION
 KV1875
 KV1875'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1875'2.5 MI E FROM NORRISTOWN.
 KV1875'2.5 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FREIGHT LINE FROM
 KV1875'THE CROSSING OF AN ELECTRIC RAILROAD AT NORRISTOWN, MONTGOMERY
 KV1875'COUNTY, AT BRIDGE 17.61, AND IN THE TOP OF THE NORTHWEST BRIDGE
 KV1875'SEAT OF THE WEST ABUTMENT.  A COPPER BOLT.
 KV1875
 KV1875                          STATION RECOVERY (1961)
 KV1875
 KV1875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 KV1875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0750 ***********************************************************************
 JU0750  DESIGNATION -  8 USE
 JU0750  PID         -  JU0750
 JU0750  STATE/COUNTY-  PA/PHILADELPHIA
 JU0750  USGS QUAD   -  PHILADELPHIA (1994)
 JU0750
 JU0750                         *CURRENT SURVEY CONTROL
 JU0750  ___________________________________________________________________
 JU0750* NAD 83(1986)-  39 53 54.     (N)    075 12 37.     (W)     SCALED    
 JU0750* NAVD 88     -         3.613  (meters)      11.85   (feet)  ADJUSTED  
 JU0750  ___________________________________________________________________
 JU0750  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JU0750  DYNAMIC HT  -           3.611 (meters)      11.85  (feet)  COMP
 JU0750  MODELED GRAV-     980,181.1   (mgal)                       NAVD 88
 JU0750
 JU0750  VERT ORDER  -  FIRST     CLASS II
 JU0750
 JU0750.The horizontal coordinates were scaled from a topographic map and have
 JU0750.an estimated accuracy of +/- 6 seconds.
 JU0750
 JU0750.The orthometric height was determined by differential leveling
 JU0750.and adjusted by the National Geodetic Survey in June 1991..
 JU0750
 JU0750.The geoid height was determined by GEOID03.
 JU0750
 JU0750.The dynamic height is computed by dividing the NAVD 88
 JU0750.geopotential number by the normal gravity value computed on the
 JU0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0750.degrees latitude (g = 980.6199 gals.).
 JU0750
 JU0750.The modeled gravity was interpolated from observed gravity values.
 JU0750
 JU0750;                    North         East    Units  Estimated Accuracy
 JU0750;SPC PA S     -    65,860.      817,170.      MT  (+/- 180 meters Scaled)
 JU0750
 JU0750                          SUPERSEDED SURVEY CONTROL
 JU0750
 JU0750  NGVD 29 (??/??/??)    3.934  (m)           12.91   (f) ADJUSTED    1 2
 JU0750
 JU0750.Superseded values are not recommended for survey control.
 JU0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0750.See file dsdata.txt to determine how the superseded data were derived.
 JU0750
 JU0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK820164(NAD 83)
 JU0750_MARKER: Q = CHISELED SQUARE
 JU0750_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0750_SP_SET: BRIDGE
 JU0750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0750
 JU0750  HISTORY     - Date     Condition        Report By
 JU0750  HISTORY     - UNK      MONUMENTED       DOD
 JU0750  HISTORY     - 1946     GOOD             CGS
 JU0750
 JU0750                          STATION DESCRIPTION
 JU0750
 JU0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JU0750'IN PHILADELPHIA.
 JU0750'AT PHILADELPHIA, PHILADELPHIA COUNTY, AT THE EAST SIDE OF THE
 JU0750'PENROSE FERRY BRIDGE OVER SCHUYLKILL RIVER, ON THE BROWNSTONE
 JU0750'COPING OF THE CENTER PIER, AND JUST OUTSIDE THE CIRCULAR RACK.  A
 JU0750'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0699 ***********************************************************************
 KX0699  DESIGNATION -  8 USGS
 KX0699  PID         -  KX0699
 KX0699  STATE/COUNTY-  PA/CLEARFIELD
 KX0699  USGS QUAD   -  MC GEES MILLS (1994)
 KX0699
 KX0699                         *CURRENT SURVEY CONTROL
 KX0699  ___________________________________________________________________
 KX0699* NAD 83(1986)-  40 52 54.     (N)    078 45 45.     (W)     SCALED    
 KX0699* NAVD 88     -       395.378  (meters)    1297.17   (feet)  ADJUSTED  
 KX0699  ___________________________________________________________________
 KX0699  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KX0699  DYNAMIC HT  -         395.180 (meters)    1296.52  (feet)  COMP
 KX0699  MODELED GRAV-     980,112.1   (mgal)                       NAVD 88
 KX0699
 KX0699  VERT ORDER  -  SECOND    CLASS 0
 KX0699
 KX0699.The horizontal coordinates were scaled from a topographic map and have
 KX0699.an estimated accuracy of +/- 6 seconds.
 KX0699
 KX0699.The orthometric height was determined by differential leveling
 KX0699.and adjusted by the National Geodetic Survey in June 1991..
 KX0699
 KX0699.The geoid height was determined by GEOID03.
 KX0699
 KX0699.The dynamic height is computed by dividing the NAVD 88
 KX0699.geopotential number by the normal gravity value computed on the
 KX0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0699.degrees latitude (g = 980.6199 gals.).
 KX0699
 KX0699.The modeled gravity was interpolated from observed gravity values.
 KX0699
 KX0699;                    North         East    Units  Estimated Accuracy
 KX0699;SPC PA N     -    79,900.      514,660.      MT  (+/- 180 meters Scaled)
 KX0699
 KX0699                          SUPERSEDED SURVEY CONTROL
 KX0699
 KX0699  NGVD 29 (??/??/92)  395.545  (m)         1297.72   (f) ADJ UNCH    2 0
 KX0699
 KX0699.Superseded values are not recommended for survey control.
 KX0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0699.See file dsdata.txt to determine how the superseded data were derived.
 KX0699
 KX0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF885280(NAD 83)
 KX0699_MARKER: DB = BENCH MARK DISK
 KX0699_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0699_SP_SET: BRIDGE
 KX0699_STAMPING: 8 DRD USGS 1957
 KX0699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0699
 KX0699  HISTORY     - Date     Condition        Report By
 KX0699  HISTORY     - 1957     MONUMENTED       PADT
 KX0699  HISTORY     - 1967     GOOD             NGS
 KX0699
 KX0699                          STATION DESCRIPTION
 KX0699
 KX0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0699'AT MC GEES MILLS.
 KX0699'AT MC GEES MILLS, 127 FEET EAST OF THE JUNCTION OF THE APPROXIMATE
 KX0699'CENTER OF U.S. HIGHWAY 219 AND STATE HIGHWAY 36, 25 FEET NORTH OF
 KX0699'THE CENTERLINE OF U.S. HIGHWAY 219 AND STATE HIGHWAY 36, SET IN
 KX0699'THE TOP OF THE NORTHWEST WINGWALL OF A BRIDGE AND IS ABOUT LEVEL
 KX0699'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0885 ***********************************************************************
 KW0885  DESIGNATION -  8 W USGS
 KW0885  PID         -  KW0885
 KW0885  STATE/COUNTY-  PA/LANCASTER
 KW0885  USGS QUAD   -  COLUMBIA WEST (1990)
 KW0885
 KW0885                         *CURRENT SURVEY CONTROL
 KW0885  ___________________________________________________________________
 KW0885* NAD 83(1986)-  40 01 54.     (N)    076 30 35.     (W)     SCALED    
 KW0885* NAVD 88     -        75.094  (meters)     246.37   (feet)  ADJUSTED  
 KW0885  ___________________________________________________________________
 KW0885  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KW0885  DYNAMIC HT  -          75.056 (meters)     246.25  (feet)  COMP
 KW0885  MODELED GRAV-     980,115.5   (mgal)                       NAVD 88
 KW0885
 KW0885  VERT ORDER  -  FIRST     CLASS II
 KW0885
 KW0885.The horizontal coordinates were scaled from a topographic map and have
 KW0885.an estimated accuracy of +/- 6 seconds.
 KW0885
 KW0885.The orthometric height was determined by differential leveling
 KW0885.and adjusted by the National Geodetic Survey in June 1991..
 KW0885
 KW0885.The geoid height was determined by GEOID03.
 KW0885
 KW0885.The dynamic height is computed by dividing the NAVD 88
 KW0885.geopotential number by the normal gravity value computed on the
 KW0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0885.degrees latitude (g = 980.6199 gals.).
 KW0885
 KW0885.The modeled gravity was interpolated from observed gravity values.
 KW0885
 KW0885;                    North         East    Units  Estimated Accuracy
 KW0885;SPC PA S     -    78,280.      705,860.      MT  (+/- 180 meters Scaled)
 KW0885
 KW0885                          SUPERSEDED SURVEY CONTROL
 KW0885
 KW0885  NGVD 29 (??/??/??)   75.346  (m)          247.20   (f) ADJUSTED    1 2
 KW0885
 KW0885.Superseded values are not recommended for survey control.
 KW0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0885.See file dsdata.txt to determine how the superseded data were derived.
 KW0885
 KW0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK711323(NAD 83)
 KW0885_MARKER: DD = SURVEY DISK
 KW0885_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0885_SP_SET: BRIDGE
 KW0885_STAMPING: NO 8 W 1926
 KW0885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0885
 KW0885  HISTORY     - Date     Condition        Report By
 KW0885  HISTORY     - 1926     MONUMENTED       USGS
 KW0885  HISTORY     - 1955     GOOD             CGS
 KW0885  HISTORY     - 1979     GOOD             NGS
 KW0885
 KW0885                          STATION DESCRIPTION
 KW0885
 KW0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KW0885'AT COLUMBIA.
 KW0885'AT COLUMBIA, AT THE EAST END OF PENNSYLVANIA RAILROAD BRIDGE
 KW0885'OVER SUSQUEHANNA RIVER, IN THE TOP OF SOUTH END OF BRIDGE SEAT
 KW0885'OF EAST ABUTMENT, 11.2 FEET SOUTH OF SOUTH RAIL AND ABOUT 6 FEET
 KW0885'BELOW LEVEL OF TRACK.
 KW0885
 KW0885                          STATION RECOVERY (1979)
 KW0885
 KW0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW0885'NOTE, RAILROAD BRIDGE OVER RIVER IS NOW GONE BUT ABUTMENT IS
 KW0885'STILL THERE.  NOW 185 FEET NORTH OF BRIDGE FOR HIGHWAY 462 OVER
 KW0885'SUSQUEHANNA RIVER.  ALSO, NOW 160 FEET WEST OF WEST RAIL OF MOST
 KW0885'WESTERLY TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0351 ***********************************************************************
 LZ0351  DESIGNATION -  8 WA
 LZ0351  PID         -  LZ0351
 LZ0351  STATE/COUNTY-  PA/SULLIVAN
 LZ0351  USGS QUAD   -  SONESTOWN (1981)
 LZ0351
 LZ0351                         *CURRENT SURVEY CONTROL
 LZ0351  ___________________________________________________________________
 LZ0351* NAD 83(1986)-  41 20 25.     (N)    076 35 13.     (W)     SCALED    
 LZ0351* NAVD 88     -       261.637  (meters)     858.39   (feet)  ADJUSTED  
 LZ0351  ___________________________________________________________________
 LZ0351  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 LZ0351  DYNAMIC HT  -         261.526 (meters)     858.02  (feet)  COMP
 LZ0351  MODELED GRAV-     980,193.4   (mgal)                       NAVD 88
 LZ0351
 LZ0351  VERT ORDER  -  SECOND    CLASS 0
 LZ0351
 LZ0351.The horizontal coordinates were scaled from a topographic map and have
 LZ0351.an estimated accuracy of +/- 6 seconds.
 LZ0351
 LZ0351.The orthometric height was determined by differential leveling
 LZ0351.and adjusted by the National Geodetic Survey in June 1991..
 LZ0351
 LZ0351.The geoid height was determined by GEOID03.
 LZ0351
 LZ0351.The dynamic height is computed by dividing the NAVD 88
 LZ0351.geopotential number by the normal gravity value computed on the
 LZ0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0351.degrees latitude (g = 980.6199 gals.).
 LZ0351
 LZ0351.The modeled gravity was interpolated from observed gravity values.
 LZ0351
 LZ0351;                    North         East    Units  Estimated Accuracy
 LZ0351;SPC PA N     -   130,990.      697,340.      MT  (+/- 180 meters Scaled)
 LZ0351
 LZ0351                          SUPERSEDED SURVEY CONTROL
 LZ0351
 LZ0351  NGVD 29 (??/??/92)  261.822  (m)          858.99   (f) ADJ UNCH    2 0
 LZ0351
 LZ0351.Superseded values are not recommended for survey control.
 LZ0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0351.See file dsdata.txt to determine how the superseded data were derived.
 LZ0351
 LZ0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL672777(NAD 83)
 LZ0351_MARKER: DD = SURVEY DISK
 LZ0351_SETTING: 80 = SET IN A BOULDER
 LZ0351_SP_SET: BOULDER
 LZ0351_STAMPING: 8 WA PA 1925
 LZ0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0351+STABILITY: SURFACE MOTION
 LZ0351
 LZ0351  HISTORY     - Date     Condition        Report By
 LZ0351  HISTORY     - 1925     MONUMENTED       CGS
 LZ0351  HISTORY     - 1969     GOOD             NGS
 LZ0351
 LZ0351                          STATION DESCRIPTION
 LZ0351
 LZ0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ0351'0.1 MI SW FROM MUNCY VALLEY.
 LZ0351'ABOUT 0.1 MILE SOUTHWEST ALONG U.S. HIGHWAY 220 FROM THE POST
 LZ0351'OFFICE IN MUNCY VALLEY, 80 FEET EAST OF THE CENTERLINE OF THE
 LZ0351'HIGHWAY, 31 FEET NORTHEAST OF TELEPHONE POLE NO. 745 A 23, 3.0
 LZ0351'FEET NORTH OF THE SOUTH EDGE OF BOULDER, 6.0 FEET WEST OF THE
 LZ0351'EAST EDGE OF BOULDER, AT THE SOUTH EDGE OF A SAWMILL LOT, SET
 LZ0351'IN THE TOP OF A 8 X 14 FOOT BOULDER AND IS ABOUT 2 FEET ABOVE
 LZ0351'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1627 ***********************************************************************
 MA1627  DESIGNATION -  80
 MA1627  PID         -  MA1627
 MA1627  STATE/COUNTY-  PA/ERIE
 MA1627  USGS QUAD   -  WATERFORD (1975)
 MA1627
 MA1627                         *CURRENT SURVEY CONTROL
 MA1627  ___________________________________________________________________
 MA1627* NAD 83(1986)-  41 52 33.     (N)    079 58 57.     (W)     SCALED    
 MA1627* NAVD 88     -       355.857  (meters)    1167.51   (feet)  ADJUSTED  
 MA1627  ___________________________________________________________________
 MA1627  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 MA1627  DYNAMIC HT  -         355.715 (meters)    1167.04  (feet)  COMP
 MA1627  MODELED GRAV-     980,213.2   (mgal)                       NAVD 88
 MA1627
 MA1627  VERT ORDER  -  SECOND    CLASS 0
 MA1627
 MA1627.The horizontal coordinates were scaled from a topographic map and have
 MA1627.an estimated accuracy of +/- 6 seconds.
 MA1627
 MA1627.The orthometric height was determined by differential leveling
 MA1627.and adjusted by the National Geodetic Survey in June 1991..
 MA1627
 MA1627.The geoid height was determined by GEOID03.
 MA1627
 MA1627.The dynamic height is computed by dividing the NAVD 88
 MA1627.geopotential number by the normal gravity value computed on the
 MA1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1627.degrees latitude (g = 980.6199 gals.).
 MA1627
 MA1627.The modeled gravity was interpolated from observed gravity values.
 MA1627
 MA1627;                    North         East    Units  Estimated Accuracy
 MA1627;SPC PA N     -   192,200.      414,700.      MT  (+/- 180 meters Scaled)
 MA1627
 MA1627                          SUPERSEDED SURVEY CONTROL
 MA1627
 MA1627  NGVD 29 (??/??/92)  356.032  (m)         1168.08   (f) ADJ UNCH    2 0
 MA1627
 MA1627.Superseded values are not recommended for survey control.
 MA1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1627.See file dsdata.txt to determine how the superseded data were derived.
 MA1627
 MA1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG844364(NAD 83)
 MA1627_MARKER: DD = SURVEY DISK
 MA1627_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1627_SP_SET: BRIDGE
 MA1627_STAMPING: 80 USGS EGB 1964
 MA1627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1627
 MA1627  HISTORY     - Date     Condition        Report By
 MA1627  HISTORY     - 1964     MONUMENTED       PADH
 MA1627  HISTORY     - 1967     GOOD             NGS
 MA1627
 MA1627                          STATION DESCRIPTION
 MA1627
 MA1627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1627'0.6 MI W FROM MILL VILLAGE.
 MA1627'0.6 MILE WEST ALONG U.S. HIGHWAY 6 FROM THE MAIN CROSSROAD
 MA1627'IN MILL VILLAGE, 88 FEET NORTHWEST OF THE APPROXIMATE CENTER
 MA1627'OF DUTCHTOWN ROAD, 21.0 FEET SOUTHWEST OF THE CENTERLINE OF
 MA1627'HIGHWAY, SET IN THE TOP OF THE SOUTHWEST WINGWALL OF A BRIDGE
 MA1627'AND IS ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- ORIGINALLY DESIGNATED
 MA1627'80 USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0500 ***********************************************************************
 MA0500  DESIGNATION -  80
 MA0500  PID         -  MA0500
 MA0500  STATE/COUNTY-  PA/CLEARFIELD
 MA0500  USGS QUAD   -  SABULA (1986)
 MA0500
 MA0500                         *CURRENT SURVEY CONTROL
 MA0500  ___________________________________________________________________
 MA0500* NAD 83(1986)-  41 08 45.     (N)    078 40 27.     (W)     SCALED    
 MA0500* NAVD 88     -       441.447  (meters)    1448.31   (feet)  ADJUSTED  
 MA0500  ___________________________________________________________________
 MA0500  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 MA0500  DYNAMIC HT  -         441.239 (meters)    1447.63  (feet)  COMP
 MA0500  MODELED GRAV-     980,137.4   (mgal)                       NAVD 88
 MA0500
 MA0500  VERT ORDER  -  SECOND    CLASS 0
 MA0500
 MA0500.The horizontal coordinates were scaled from a topographic map and have
 MA0500.an estimated accuracy of +/- 6 seconds.
 MA0500
 MA0500.The orthometric height was determined by differential leveling
 MA0500.and adjusted by the National Geodetic Survey in June 1991..
 MA0500
 MA0500.The geoid height was determined by GEOID03.
 MA0500
 MA0500.The dynamic height is computed by dividing the NAVD 88
 MA0500.geopotential number by the normal gravity value computed on the
 MA0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0500.degrees latitude (g = 980.6199 gals.).
 MA0500
 MA0500.The modeled gravity was interpolated from observed gravity values.
 MA0500
 MA0500;                    North         East    Units  Estimated Accuracy
 MA0500;SPC PA N     -   109,150.      522,420.      MT  (+/- 180 meters Scaled)
 MA0500
 MA0500                          SUPERSEDED SURVEY CONTROL
 MA0500
 MA0500  NGVD 29 (??/??/92)  441.577  (m)         1448.74   (f) ADJ UNCH    2 0
 MA0500
 MA0500.Superseded values are not recommended for survey control.
 MA0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0500.See file dsdata.txt to determine how the superseded data were derived.
 MA0500
 MA0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF951575(NAD 83)
 MA0500_MARKER: B = BOLT
 MA0500_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0500_SP_SET: CULVERT
 MA0500_STAMPING: BM 80
 MA0500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0500
 MA0500  HISTORY     - Date     Condition        Report By
 MA0500  HISTORY     - UNK      MONUMENTED       PRR
 MA0500  HISTORY     - 1959     GOOD             NGS
 MA0500
 MA0500                          STATION DESCRIPTION
 MA0500
 MA0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MA0500'5.2 MI E FROM DU BOIS.
 MA0500'4.8 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM DU BOIS,
 MA0500'CLEARFIELD COUNTY, ABOUT 0.6 MILE WEST OF SABULA, ABOUT 4,130
 MA0500'FEET EAST OF MILEPOST 41, IN THE TOP OF THE NORTH END OF A STONE
 MA0500'BOX CULVERT, 16 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND
 MA0500'ABOUT 1-1/2 FEET LOWER THAN THE TOP OF THE RAIL.  A COPPER BOLT
 MA0500'IN A CHISELED SQUARE, MARKED BY THE CHISELED LETTERS BM 80.
 MA0500'NOTE-- ABOUT 0.35 MILE NORTH EAST ALONG STATE HY. 219 FROM THE
 MA0500'HIGH SCHOOL IN DU BOIS THENCE 4.8 MILE SOUTH EAST ON STATE HY.
 MA0500'255.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1264 ***********************************************************************
 MA1264  DESIGNATION -  80 L
 MA1264  PID         -  MA1264
 MA1264  STATE/COUNTY-  PA/CLARION
 MA1264  USGS QUAD   -  PARKER (1979)
 MA1264
 MA1264                         *CURRENT SURVEY CONTROL
 MA1264  ___________________________________________________________________
 MA1264* NAD 83(1986)-  41 02 58.     (N)    079 39 42.     (W)     SCALED    
 MA1264* NAVD 88     -       265.610  (meters)     871.42   (feet)  ADJUSTED  
 MA1264  ___________________________________________________________________
 MA1264  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MA1264  DYNAMIC HT  -         265.483 (meters)     871.01  (feet)  COMP
 MA1264  MODELED GRAV-     980,138.8   (mgal)                       NAVD 88
 MA1264
 MA1264  VERT ORDER  -  FIRST     CLASS II
 MA1264
 MA1264.The horizontal coordinates were scaled from a topographic map and have
 MA1264.an estimated accuracy of +/- 6 seconds.
 MA1264
 MA1264.The orthometric height was determined by differential leveling
 MA1264.and adjusted by the National Geodetic Survey in June 1991..
 MA1264
 MA1264.The geoid height was determined by GEOID03.
 MA1264
 MA1264.The dynamic height is computed by dividing the NAVD 88
 MA1264.geopotential number by the normal gravity value computed on the
 MA1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1264.degrees latitude (g = 980.6199 gals.).
 MA1264
 MA1264.The modeled gravity was interpolated from observed gravity values.
 MA1264
 MA1264;                    North         East    Units  Estimated Accuracy
 MA1264;SPC PA N     -    99,810.      439,300.      MT  (+/- 180 meters Scaled)
 MA1264
 MA1264                          SUPERSEDED SURVEY CONTROL
 MA1264
 MA1264  NGVD 29 (??/??/92)  265.779  (m)          871.98   (f) ADJ UNCH    1 2
 MA1264
 MA1264.Superseded values are not recommended for survey control.
 MA1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1264.See file dsdata.txt to determine how the superseded data were derived.
 MA1264
 MA1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF124451(NAD 83)
 MA1264_MARKER: B = BOLT
 MA1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1264_STAMPING: USED
 MA1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1264+STABILITY: SURFACE MOTION
 MA1264
 MA1264  HISTORY     - Date     Condition        Report By
 MA1264  HISTORY     - UNK      MONUMENTED       DOD
 MA1264  HISTORY     - 1941     GOOD             NGS
 MA1264
 MA1264                          STATION DESCRIPTION
 MA1264
 MA1264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MA1264'AT WEST MONTEREY.
 MA1264'AT WEST MONTEREY, CLARION COUNTY, ON THE PENNSYLVANIA RAILROAD,
 MA1264'18 FEET UPSTREAM FROM THE UPSTREAM LAND CORNER OF THE F.D. BAILEY
 MA1264'HARDWARE STORE IN 1940, 23.5 FEET RIVERWARD OF THE RIVER RAIL,
 MA1264'AND 12 FEET DOWNSTREAM FROM THE CENTERLINE OF THE MAIN STREET.
 MA1264'A ONE-INCH COPPER BOLT STAMPED USED AND SET IN THE TOP OF A
 MA1264'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1620 ***********************************************************************
 KX1620  DESIGNATION -  800.060
 KX1620  PID         -  KX1620
 KX1620  STATE/COUNTY-  PA/ARMSTRONG
 KX1620  USGS QUAD   -  KITTANNING (1993)
 KX1620
 KX1620                         *CURRENT SURVEY CONTROL
 KX1620  ___________________________________________________________________
 KX1620* NAD 83(1986)-  40 48 49.     (N)    079 31 15.     (W)     SCALED    
 KX1620* NAVD 88     -       243.761  (meters)     799.74   (feet)  ADJUSTED  
 KX1620  ___________________________________________________________________
 KX1620  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 KX1620  DYNAMIC HT  -         243.642 (meters)     799.35  (feet)  COMP
 KX1620  MODELED GRAV-     980,133.9   (mgal)                       NAVD 88
 KX1620
 KX1620  VERT ORDER  -  SECOND    CLASS 0
 KX1620
 KX1620.The horizontal coordinates were scaled from a topographic map and have
 KX1620.an estimated accuracy of +/- 6 seconds.
 KX1620
 KX1620.The orthometric height was determined by differential leveling
 KX1620.and adjusted by the National Geodetic Survey in June 1991..
 KX1620
 KX1620.The geoid height was determined by GEOID03.
 KX1620
 KX1620.The dynamic height is computed by dividing the NAVD 88
 KX1620.geopotential number by the normal gravity value computed on the
 KX1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1620.degrees latitude (g = 980.6199 gals.).
 KX1620
 KX1620.The modeled gravity was interpolated from observed gravity values.
 KX1620
 KX1620;                    North         East    Units  Estimated Accuracy
 KX1620;SPC PA S     -   165,860.      450,610.      MT  (+/- 180 meters Scaled)
 KX1620
 KX1620                          SUPERSEDED SURVEY CONTROL
 KX1620
 KX1620  NGVD 29 (??/??/92)  243.939  (m)          800.32   (f) ADJ UNCH    2 0
 KX1620
 KX1620.Superseded values are not recommended for survey control.
 KX1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1620.See file dsdata.txt to determine how the superseded data were derived.
 KX1620
 KX1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF247191(NAD 83)
 KX1620_MARKER: DD = SURVEY DISK
 KX1620_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1620_SP_SET: ABUTMENT
 KX1620_STAMPING: 800.060
 KX1620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1620_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KX1620+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 KX1620
 KX1620  HISTORY     - Date     Condition        Report By
 KX1620  HISTORY     - UNK      MONUMENTED       PADT
 KX1620  HISTORY     - 1967     GOOD             NGS
 KX1620  HISTORY     - 20010330 GOOD             PADT
 KX1620  HISTORY     - 20050901 GOOD             PADT
 KX1620
 KX1620                          STATION DESCRIPTION
 KX1620
 KX1620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX1620'AT KITTANNING.
 KX1620'AT KITTANNING, SET IN THE TOP OF THE NORTHEAST ABUTMENT OF THE
 KX1620'BRIDGE SPANNING THE ALLEGHENY RIVER, 30 FEET NORTHWEST OF THE
 KX1620'CENTERLINE OF U.S. HIGHWAY 422, AND IS ABOUT 1 FOOT ABOVE THE
 KX1620'LEVEL OF THE HIGHWAY.
 KX1620
 KX1620                          STATION RECOVERY (2001)
 KX1620
 KX1620'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (RAF)
 KX1620'RECOVERED IN GOOD CONDITION.
 KX1620
 KX1620                          STATION RECOVERY (2005)
 KX1620
 KX1620'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 KX1620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0390 ***********************************************************************
 KY0390  DESIGNATION -  801
 KY0390  PID         -  KY0390
 KY0390  STATE/COUNTY-  PA/ALLEGHENY
 KY0390  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0390
 KY0390                         *CURRENT SURVEY CONTROL
 KY0390  ___________________________________________________________________
 KY0390* NAD 83(1986)-  40 23 54.     (N)    080 06 25.     (W)     SCALED    
 KY0390* NAVD 88     -       243.984  (meters)     800.47   (feet)  ADJUSTED  
 KY0390  ___________________________________________________________________
 KY0390  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KY0390  DYNAMIC HT  -         243.857 (meters)     800.05  (feet)  COMP
 KY0390  MODELED GRAV-     980,101.5   (mgal)                       NAVD 88
 KY0390
 KY0390  VERT ORDER  -  SECOND    CLASS 0
 KY0390
 KY0390.The horizontal coordinates were scaled from a topographic map and have
 KY0390.an estimated accuracy of +/- 6 seconds.
 KY0390
 KY0390.The orthometric height was determined by differential leveling
 KY0390.and adjusted by the National Geodetic Survey in June 1991..
 KY0390
 KY0390.The geoid height was determined by GEOID03.
 KY0390
 KY0390.The dynamic height is computed by dividing the NAVD 88
 KY0390.geopotential number by the normal gravity value computed on the
 KY0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0390.degrees latitude (g = 980.6199 gals.).
 KY0390
 KY0390.The modeled gravity was interpolated from observed gravity values.
 KY0390
 KY0390;                    North         East    Units  Estimated Accuracy
 KY0390;SPC PA S     -   120,920.      399,940.      MT  (+/- 180 meters Scaled)
 KY0390
 KY0390                          SUPERSEDED SURVEY CONTROL
 KY0390
 KY0390  NGVD 29 (??/??/92)  244.134  (m)          800.96   (f) ADJ UNCH    2 0
 KY0390
 KY0390.Superseded values are not recommended for survey control.
 KY0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0390.See file dsdata.txt to determine how the superseded data were derived.
 KY0390
 KY0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE757723(NAD 83)
 KY0390_MARKER: Q = CHISELED SQUARE
 KY0390_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0390_SP_SET: ABUTMENT
 KY0390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0390
 KY0390  HISTORY     - Date     Condition        Report By
 KY0390  HISTORY     - UNK      MONUMENTED       PRR
 KY0390  HISTORY     - 1960     GOOD             NGS
 KY0390
 KY0390                          STATION DESCRIPTION
 KY0390
 KY0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0390'1.2 MI W FROM CARNEGIE.
 KY0390'ABOUT 1.25 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KY0390'THE STATION AT CARNEGIE, 21 FEET SOUTH OF THE SOUTH RAIL OF THE
 KY0390'SOUTH TRACK, ON THE INSIDE OF A CURVE, ON TOP OF THE SOUTHWEST
 KY0390'END OF THE EAST CONCRETE ABUTMENT OF RAILROAD BRIDGE 9-60 OVER A
 KY0390'CREEK, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND IS A
 KY0390'2-BY 2 1/2-INCH CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0625 ***********************************************************************
 NC0625  DESIGNATION -  802 USGS
 NC0625  PID         -  NC0625
 NC0625  STATE/COUNTY-  PA/ERIE
 NC0625  USGS QUAD   -  NORTH EAST (1996)
 NC0625
 NC0625                         *CURRENT SURVEY CONTROL
 NC0625  ___________________________________________________________________
 NC0625* NAD 83(1986)-  42 13 02.     (N)    079 50 02.     (W)     SCALED    
 NC0625* NAVD 88     -       244.204  (meters)     801.19   (feet)  ADJUSTED  
 NC0625  ___________________________________________________________________
 NC0625  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 NC0625  DYNAMIC HT  -         244.119 (meters)     800.91  (feet)  COMP
 NC0625  MODELED GRAV-     980,266.5   (mgal)                       NAVD 88
 NC0625
 NC0625  VERT ORDER  -  FIRST     CLASS II
 NC0625
 NC0625.The horizontal coordinates were scaled from a topographic map and have
 NC0625.an estimated accuracy of +/- 6 seconds.
 NC0625
 NC0625.The orthometric height was determined by differential leveling
 NC0625.and adjusted by the National Geodetic Survey in June 1991..
 NC0625
 NC0625.The geoid height was determined by GEOID03.
 NC0625
 NC0625.The dynamic height is computed by dividing the NAVD 88
 NC0625.geopotential number by the normal gravity value computed on the
 NC0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0625.degrees latitude (g = 980.6199 gals.).
 NC0625
 NC0625.The modeled gravity was interpolated from observed gravity values.
 NC0625
 NC0625;                    North         East    Units  Estimated Accuracy
 NC0625;SPC PA N     -   229,800.      427,940.      MT  (+/- 180 meters Scaled)
 NC0625
 NC0625                          SUPERSEDED SURVEY CONTROL
 NC0625
 NC0625  NGVD 29 (06/03/92)  244.374  (m)          801.75   (f) ADJUSTED    1 2
 NC0625
 NC0625.Superseded values are not recommended for survey control.
 NC0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0625.See file dsdata.txt to determine how the superseded data were derived.
 NC0625
 NC0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG962745(NAD 83)
 NC0625_MARKER: DD = SURVEY DISK
 NC0625_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0625_SP_SET: WATER TABLE
 NC0625_STAMPING: 802
 NC0625_MARK LOGO: USGS  
 NC0625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0625
 NC0625  HISTORY     - Date     Condition        Report By
 NC0625  HISTORY     - UNK      MONUMENTED       USGS
 NC0625  HISTORY     - 1961     GOOD             NGS
 NC0625  HISTORY     - 1983     GOOD             NGS
 NC0625
 NC0625                          STATION DESCRIPTION
 NC0625
 NC0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 NC0625'IN NORTHEAST.
 NC0625'AT NORTH EAST, ERIE COUNTY, AT PUBLIC SCHOOL NO. 1, IN THE FACE OF THE
 NC0625'WATER TABLE, 4.5 FEET NORTH OF THE SOUTHWEST CORNER OF THE BUILDING,
 NC0625'AND 4 FEET ABOVE THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY
 NC0625'STANDARD DISK, STAMPED 802 AND SET VERTICALLY.
 NC0625
 NC0625                          STATION RECOVERY (1983)
 NC0625
 NC0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NC0625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0342 ***********************************************************************
 MB0342  DESIGNATION -  803
 MB0342  PID         -  MB0342
 MB0342  STATE/COUNTY-  PA/LAWRENCE
 MB0342  USGS QUAD   -  EDINBURG (1990)
 MB0342
 MB0342                         *CURRENT SURVEY CONTROL
 MB0342  ___________________________________________________________________
 MB0342* NAD 83(1986)-  41 01 19.     (N)    080 28 23.     (W)     SCALED    
 MB0342* NAVD 88     -       244.624  (meters)     802.57   (feet)  ADJUSTED  
 MB0342  ___________________________________________________________________
 MB0342  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 MB0342  DYNAMIC HT  -         244.509 (meters)     802.19  (feet)  COMP
 MB0342  MODELED GRAV-     980,147.4   (mgal)                       NAVD 88
 MB0342
 MB0342  VERT ORDER  -  FIRST     CLASS II
 MB0342
 MB0342.The horizontal coordinates were scaled from a topographic map and have
 MB0342.an estimated accuracy of +/- 6 seconds.
 MB0342
 MB0342.The orthometric height was determined by differential leveling
 MB0342.and adjusted by the National Geodetic Survey in June 1991..
 MB0342
 MB0342.The geoid height was determined by GEOID03.
 MB0342
 MB0342.The dynamic height is computed by dividing the NAVD 88
 MB0342.geopotential number by the normal gravity value computed on the
 MB0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0342.degrees latitude (g = 980.6199 gals.).
 MB0342
 MB0342.The modeled gravity was interpolated from observed gravity values.
 MB0342
 MB0342;                    North         East    Units  Estimated Accuracy
 MB0342;SPC PA S     -   191,030.      371,010.      MT  (+/- 180 meters Scaled)
 MB0342
 MB0342                          SUPERSEDED SURVEY CONTROL
 MB0342
 MB0342  NGVD 29 (??/??/92)  244.787  (m)          803.11   (f) ADJ UNCH    1 2
 MB0342
 MB0342.Superseded values are not recommended for survey control.
 MB0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0342.See file dsdata.txt to determine how the superseded data were derived.
 MB0342
 MB0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF443413(NAD 83)
 MB0342_MARKER: DB = BENCH MARK DISK
 MB0342_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0342_SP_SET: SIGNAL CONC BASE
 MB0342_STAMPING: 803 ADJ 1903
 MB0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0342
 MB0342  HISTORY     - Date     Condition        Report By
 MB0342  HISTORY     - 1903     MONUMENTED       USGS
 MB0342  HISTORY     - 1950     GOOD             NGS
 MB0342  HISTORY     - 1967     GOOD             NGS
 MB0342
 MB0342                          STATION DESCRIPTION
 MB0342
 MB0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0342'1.8 MI NW FROM EDINBURG.
 MB0342'ABOUT 1.8 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MB0342'FROM THE U.S. HIGHWAY 224 BRIDGE AT EDINBURG, ACROSS THE B. AND
 MB0342'O. AND PITTSBURG AND LAKE ERIE TRACKS FROM B. AND O. MILE-POST
 MB0342'64-25 1/2.  IT IS IN THE TOP AND NORTHWEST CORNER OF AN ABANDONED
 MB0342'CONCRETE SIGNAL BASE AT SIGNAL 568 (P AND L. E.)  A U.S.G.S. DISK
 MB0342'CEMENTED IN A DRILLED HOLE.
 MB0342
 MB0342                          STATION RECOVERY (1967)
 MB0342
 MB0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MB0342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1482 ***********************************************************************
 KV1482  DESIGNATION -  80+90 CNJRR
 KV1482  PID         -  KV1482
 KV1482  STATE/COUNTY-  PA/NORTHAMPTON
 KV1482  USGS QUAD   -  NAZARETH (1992)
 KV1482
 KV1482                         *CURRENT SURVEY CONTROL
 KV1482  ___________________________________________________________________
 KV1482* NAD 83(1986)-  40 38 00.     (N)    075 19 57.     (W)     SCALED    
 KV1482* NAVD 88     -        69.13   (+/-2cm)     226.8    (feet)  VERTCON   
 KV1482  ___________________________________________________________________
 KV1482  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 KV1482
 KV1482  VERT ORDER  -  ? (See Below)
 KV1482
 KV1482.The horizontal coordinates were scaled from a topographic map and have
 KV1482.an estimated accuracy of +/- 6 seconds.
 KV1482
 KV1482.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV1482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV1482.The vertical order pertains to the NGVD 29 superseded value.
 KV1482
 KV1482.The geoid height was determined by GEOID03.
 KV1482
 KV1482;                    North         East    Units  Estimated Accuracy
 KV1482;SPC PA S     -   147,150.      804,490.      MT  (+/- 180 meters Scaled)
 KV1482
 KV1482                          SUPERSEDED SURVEY CONTROL
 KV1482
 KV1482  NGVD 29 (??/??/??)   69.350  (m)          227.53   (f) ADJUSTED    ?  
 KV1482
 KV1482.Superseded values are not recommended for survey control.
 KV1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1482.See file dsdata.txt to determine how the superseded data were derived.
 KV1482
 KV1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK718981(NAD 83)
 KV1482_MARKER: Z = SEE DESCRIPTION
 KV1482_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1482_SP_SET: PROJECTING POINT OF ROCK
 KV1482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1482
 KV1482  HISTORY     - Date     Condition        Report By
 KV1482  HISTORY     - 1932     MONUMENTED       CNJRR
 KV1482  HISTORY     - 1932     GOOD             CGS
 KV1482  HISTORY     - 1934     MARK NOT FOUND   CGS
 KV1482  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 KV1482
 KV1482                          STATION DESCRIPTION
 KV1482
 KV1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1482'AT FREEMANSBURG.
 KV1482'AT FREEMANSBURG, NORTHAMPTON COUNTY, ON THE CENTRAL RAILROAD
 KV1482'OF NEW JERSEY, 551 FEET NORTHEAST OF MILEPOST 81, ABOUT 100
 KV1482'YARDS NORTHEAST OF AN UNDERGRADE STREET CROSSING, 21.8 FEET
 KV1482'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, IN A ROCK
 KV1482'CUT, AND ON A PROJECTING POINT OF ROCK.  A DRESSED POINT.
 KV1482
 KV1482                          STATION RECOVERY (1934)
 KV1482
 KV1482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 KV1482'MARK NOT FOUND.
 KV1482
 KV1482                          STATION RECOVERY (2002)
 KV1482
 KV1482'RECOVERY NOTE BY US POWER SQUADRON 2002 (SCL)
 KV1482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1626 ***********************************************************************
 MA1626  DESIGNATION -  81
 MA1626  PID         -  MA1626
 MA1626  STATE/COUNTY-  PA/ERIE
 MA1626  USGS QUAD   -  WATERFORD (1975)
 MA1626
 MA1626                         *CURRENT SURVEY CONTROL
 MA1626  ___________________________________________________________________
 MA1626* NAD 83(1986)-  41 52 45.     (N)    079 59 20.     (W)     SCALED    
 MA1626* NAVD 88     -       353.708  (meters)    1160.46   (feet)  ADJUSTED  
 MA1626  ___________________________________________________________________
 MA1626  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 MA1626  DYNAMIC HT  -         353.567 (meters)    1159.99  (feet)  COMP
 MA1626  MODELED GRAV-     980,213.4   (mgal)                       NAVD 88
 MA1626
 MA1626  VERT ORDER  -  FIRST     CLASS II
 MA1626
 MA1626.The horizontal coordinates were scaled from a topographic map and have
 MA1626.an estimated accuracy of +/- 6 seconds.
 MA1626
 MA1626.The orthometric height was determined by differential leveling
 MA1626.and adjusted by the National Geodetic Survey in June 1991..
 MA1626.WARNING-Repeat measurements at this control monument indicate possible
 MA1626.vertical movement.
 MA1626
 MA1626.The geoid height was determined by GEOID03.
 MA1626
 MA1626.The dynamic height is computed by dividing the NAVD 88
 MA1626.geopotential number by the normal gravity value computed on the
 MA1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1626.degrees latitude (g = 980.6199 gals.).
 MA1626
 MA1626.The modeled gravity was interpolated from observed gravity values.
 MA1626
 MA1626;                    North         East    Units  Estimated Accuracy
 MA1626;SPC PA N     -   192,590.      414,180.      MT  (+/- 180 meters Scaled)
 MA1626
 MA1626                          SUPERSEDED SURVEY CONTROL
 MA1626
 MA1626  NGVD 29 (06/03/92)  353.867  (m)         1160.98   (f) ADJUSTED    1 2
 MA1626
 MA1626.Superseded values are not recommended for survey control.
 MA1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1626.See file dsdata.txt to determine how the superseded data were derived.
 MA1626
 MA1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG838368(NAD 83)
 MA1626_MARKER: DD = SURVEY DISK
 MA1626_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1626_SP_SET: BRIDGE
 MA1626_STAMPING: 81 EGB USGS 1964
 MA1626_MARK LOGO: PADH  
 MA1626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1626
 MA1626  HISTORY     - Date     Condition        Report By
 MA1626  HISTORY     - 1964     MONUMENTED       PADH
 MA1626  HISTORY     - 1967     GOOD             NGS
 MA1626  HISTORY     - 1982     GOOD             NGS
 MA1626
 MA1626                          STATION DESCRIPTION
 MA1626
 MA1626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1626'1 MI W FROM MILL VILLAGE.
 MA1626'1.0 MILE WEST ALONG U.S. HIGHWAY 6 FROM THE MAIN CROSSROAD
 MA1626'IN MILL VILLAGE, 330 FEET WEST OF THE APPROXIMATE CENTER OF
 MA1626'PORTER ROAD, 22.5 FEET SOUTH OF THE CENTERLINE OF HIGHWAY,
 MA1626'SET IN THE TOP OF THE SOUTHWEST WINGWALL OF A BRIDGE AND IS
 MA1626'ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- ORIGINALLY DESIGNATED 81 USGS.
 MA1626
 MA1626                          STATION RECOVERY (1982)
 MA1626
 MA1626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MA1626'RECOVERED IN GOOD CONDITION.
 MA1626'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1520 ***********************************************************************
 MA1520  DESIGNATION -  81
 MA1520  PID         -  MA1520
 MA1520  STATE/COUNTY-  PA/ERIE
 MA1520  USGS QUAD   -  WATERFORD (1975)
 MA1520
 MA1520                         *CURRENT SURVEY CONTROL
 MA1520  ___________________________________________________________________
 MA1520* NAD 83(1986)-  41 56 35.     (N)    079 57 48.     (W)     SCALED    
 MA1520* NAVD 88     -       362.012  (meters)    1187.70   (feet)  ADJUSTED  
 MA1520  ___________________________________________________________________
 MA1520  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 MA1520  DYNAMIC HT  -         361.868 (meters)    1187.23  (feet)  COMP
 MA1520  MODELED GRAV-     980,214.7   (mgal)                       NAVD 88
 MA1520
 MA1520  VERT ORDER  -  FIRST     CLASS II
 MA1520
 MA1520.The horizontal coordinates were scaled from a topographic map and have
 MA1520.an estimated accuracy of +/- 6 seconds.
 MA1520
 MA1520.The orthometric height was determined by differential leveling
 MA1520.and adjusted by the National Geodetic Survey in June 1991..
 MA1520
 MA1520.The geoid height was determined by GEOID03.
 MA1520
 MA1520.The dynamic height is computed by dividing the NAVD 88
 MA1520.geopotential number by the normal gravity value computed on the
 MA1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1520.degrees latitude (g = 980.6199 gals.).
 MA1520
 MA1520.The modeled gravity was interpolated from observed gravity values.
 MA1520
 MA1520;                    North         East    Units  Estimated Accuracy
 MA1520;SPC PA N     -   199,630.      416,480.      MT  (+/- 180 meters Scaled)
 MA1520
 MA1520                          SUPERSEDED SURVEY CONTROL
 MA1520
 MA1520  NGVD 29 (??/??/92)  362.183  (m)         1188.26   (f) ADJ UNCH    1 2
 MA1520
 MA1520.Superseded values are not recommended for survey control.
 MA1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1520.See file dsdata.txt to determine how the superseded data were derived.
 MA1520
 MA1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG859439(NAD 83)
 MA1520_MARKER: B = BOLT
 MA1520_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1520_SP_SET: ABUTMENT
 MA1520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1520
 MA1520  HISTORY     - Date     Condition        Report By
 MA1520  HISTORY     - UNK      MONUMENTED       PRR
 MA1520  HISTORY     - 1941     GOOD             NGS
 MA1520
 MA1520                          STATION DESCRIPTION
 MA1520
 MA1520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MA1520'0.3 MI SE FROM WATERFORD.
 MA1520'0.3 MILE SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA1520'STATION AT WATERFORD, ERIE COUNTY, AT BRIDGE NO. 18.82, IN THE
 MA1520'WEST CORNER OF THE SOUTH ABUTMENT, 15.2 FEET WEST OF THE WEST
 MA1520'RAIL OF THE TRACK, 9.4 FEET WEST OF THE SOUTHWEST GUARDRAIL POST,
 MA1520'1 FOOT SOUTHEAST OF THE NORTHWEST EDGE OF THE BRIDGE SEAT, AND
 MA1520'ABOUT 4 FEET LOWER THAN THE TRACK.  A COPPER BOLT, NEAR THE
 MA1520'CHISELED LETTERS BM 81.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0498 ***********************************************************************
 MA0498  DESIGNATION -  81
 MA0498  PID         -  MA0498
 MA0498  STATE/COUNTY-  PA/CLEARFIELD
 MA0498  USGS QUAD   -  SABULA (1986)
 MA0498
 MA0498                         *CURRENT SURVEY CONTROL
 MA0498  ___________________________________________________________________
 MA0498* NAD 83(1986)-  41 09 13.     (N)    078 39 51.     (W)     SCALED    
 MA0498* NAVD 88     -       445.405  (meters)    1461.30   (feet)  ADJUSTED  
 MA0498  ___________________________________________________________________
 MA0498  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 MA0498  DYNAMIC HT  -         445.192 (meters)    1460.60  (feet)  COMP
 MA0498  MODELED GRAV-     980,132.7   (mgal)                       NAVD 88
 MA0498
 MA0498  VERT ORDER  -  SECOND    CLASS 0
 MA0498
 MA0498.The horizontal coordinates were scaled from a topographic map and have
 MA0498.an estimated accuracy of +/- 6 seconds.
 MA0498
 MA0498.The orthometric height was determined by differential leveling
 MA0498.and adjusted by the National Geodetic Survey in June 1991..
 MA0498
 MA0498.The geoid height was determined by GEOID03.
 MA0498
 MA0498.The dynamic height is computed by dividing the NAVD 88
 MA0498.geopotential number by the normal gravity value computed on the
 MA0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0498.degrees latitude (g = 980.6199 gals.).
 MA0498
 MA0498.The modeled gravity was interpolated from observed gravity values.
 MA0498
 MA0498;                    North         East    Units  Estimated Accuracy
 MA0498;SPC PA N     -   110,010.      523,270.      MT  (+/- 180 meters Scaled)
 MA0498
 MA0498                          SUPERSEDED SURVEY CONTROL
 MA0498
 MA0498  NGVD 29 (??/??/92)  445.532  (m)         1461.72   (f) ADJ UNCH    2 0
 MA0498
 MA0498.Superseded values are not recommended for survey control.
 MA0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0498.See file dsdata.txt to determine how the superseded data were derived.
 MA0498
 MA0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF959584(NAD 83)
 MA0498_MARKER: Z = SEE DESCRIPTION
 MA0498_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0498_SP_SET: TUNNEL
 MA0498_STAMPING: BM 81
 MA0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0498
 MA0498  HISTORY     - Date     Condition        Report By
 MA0498  HISTORY     - UNK      MONUMENTED       PRR
 MA0498  HISTORY     - 1934     GOOD             NGS
 MA0498  HISTORY     - 20000204 POOR             PADT
 MA0498
 MA0498                          STATION DESCRIPTION
 MA0498
 MA0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0498'5.5 MI E FROM DU BOIS.
 MA0498'ABOUT 5.5 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0498'DU BOIS, CLEARFIELD COUNTY, ABOUT 1,210 FEET EAST OF THE STATION
 MA0498'AT SABULA, ABOUT 3,360 FEET EAST OF MILEPOST 40, AT THE WEST
 MA0498'PORTAL TO THE PENNSYLVANIA RAILROAD TUNNEL, ON THE TOP OF THE
 MA0498'THIRD STONE COURSE AT THE NORTH SIDE, 12 FEET NORTH OF THE
 MA0498'CENTER LINE OF THE TRACK, AND ABOUT 2 FEET HIGHER THAN THE TOP
 MA0498'OF THE RAIL.  A CHISELED SHELF, MARKED BY THE CHISELED LETTERS BM
 MA0498'81.
 MA0498
 MA0498                          STATION RECOVERY (2000)
 MA0498
 MA0498'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (GAC)
 MA0498'FOUND THE STONE WITH CHISEL MARKS REMOVED FROM ORIGINAL SIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1029 ***********************************************************************
 LZ1029  DESIGNATION -  81
 LZ1029  PID         -  LZ1029
 LZ1029  STATE/COUNTY-  PA/CLINTON
 LZ1029  USGS QUAD   -  LOCK HAVEN (1986)
 LZ1029
 LZ1029                         *CURRENT SURVEY CONTROL
 LZ1029  ___________________________________________________________________
 LZ1029* NAD 83(1986)-  41 10 22.     (N)    077 29 31.     (W)     SCALED    
 LZ1029* NAVD 88     -       177.126  (meters)     581.12   (feet)  ADJUSTED  
 LZ1029  ___________________________________________________________________
 LZ1029  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 LZ1029  DYNAMIC HT  -         177.044 (meters)     580.85  (feet)  COMP
 LZ1029  MODELED GRAV-     980,157.9   (mgal)                       NAVD 88
 LZ1029
 LZ1029  VERT ORDER  -  SECOND    CLASS 0
 LZ1029
 LZ1029.The horizontal coordinates were scaled from a topographic map and have
 LZ1029.an estimated accuracy of +/- 6 seconds.
 LZ1029
 LZ1029.The orthometric height was determined by differential leveling
 LZ1029.and adjusted by the National Geodetic Survey in June 1991..
 LZ1029
 LZ1029.The geoid height was determined by GEOID03.
 LZ1029
 LZ1029.The dynamic height is computed by dividing the NAVD 88
 LZ1029.geopotential number by the normal gravity value computed on the
 LZ1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1029.degrees latitude (g = 980.6199 gals.).
 LZ1029
 LZ1029.The modeled gravity was interpolated from observed gravity values.
 LZ1029
 LZ1029;                    North         East    Units  Estimated Accuracy
 LZ1029;SPC PA N     -   111,760.      621,650.      MT  (+/- 180 meters Scaled)
 LZ1029
 LZ1029                          SUPERSEDED SURVEY CONTROL
 LZ1029
 LZ1029  NGVD 29 (??/??/92)  177.322  (m)          581.76   (f) ADJ UNCH    2 0
 LZ1029
 LZ1029.Superseded values are not recommended for survey control.
 LZ1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1029.See file dsdata.txt to determine how the superseded data were derived.
 LZ1029
 LZ1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL909609(NAD 83)
 LZ1029_MARKER: R = RIVET
 LZ1029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1029_SP_SET: BRIDGE
 LZ1029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1029
 LZ1029  HISTORY     - Date     Condition        Report By
 LZ1029  HISTORY     - UNK      MONUMENTED       PRR
 LZ1029  HISTORY     - 1934     GOOD             NGS
 LZ1029  HISTORY     - 20000401 GOOD             PADT
 LZ1029
 LZ1029                          STATION DESCRIPTION
 LZ1029
 LZ1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1029'2.9 MI W FROM LOCK HAVEN.
 LZ1029'ABOUT 2.9 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LZ1029'STATE TEACHERS COLLEGE AT LOCK HAVEN, CLINTON COUNTY, AT THE
 LZ1029'BRIDGE OVER SUSQUEHANNA RIVER, IN THE TOP OF THE STONE BACK WALL
 LZ1029'ON THE SOUTH END OF THE EAST ABUTMENT, 7 FEET SOUTH OF THE
 LZ1029'EAST-BOUND TRACK, AND ABOUT 1-1/2 FEET LOWER THAN THE TOP OF
 LZ1029'THE RAIL.  A COPPER RIVET, MARKED BY THE CHISELED LETTERS BM 81.
 LZ1029
 LZ1029                          STATION RECOVERY (2000)
 LZ1029
 LZ1029'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (MBJ)
 LZ1029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0897 ***********************************************************************
 KX0897  DESIGNATION -  813.305
 KX0897  PID         -  KX0897
 KX0897  STATE/COUNTY-  PA/ARMSTRONG
 KX0897  USGS QUAD   -  MOSGROVE (1993)
 KX0897
 KX0897                         *CURRENT SURVEY CONTROL
 KX0897  ___________________________________________________________________
 KX0897* NAD 83(1986)-  40 52 12.     (N)    079 28 39.     (W)     SCALED    
 KX0897* NAVD 88     -       247.743  (meters)     812.80   (feet)  ADJUSTED  
 KX0897  ___________________________________________________________________
 KX0897  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KX0897  DYNAMIC HT  -         247.621 (meters)     812.40  (feet)  COMP
 KX0897  MODELED GRAV-     980,126.7   (mgal)                       NAVD 88
 KX0897
 KX0897  VERT ORDER  -  SECOND    CLASS 0
 KX0897
 KX0897.The horizontal coordinates were scaled from a topographic map and have
 KX0897.an estimated accuracy of +/- 6 seconds.
 KX0897
 KX0897.The orthometric height was determined by differential leveling
 KX0897.and adjusted by the National Geodetic Survey in June 1991..
 KX0897
 KX0897.The geoid height was determined by GEOID03.
 KX0897
 KX0897.The dynamic height is computed by dividing the NAVD 88
 KX0897.geopotential number by the normal gravity value computed on the
 KX0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0897.degrees latitude (g = 980.6199 gals.).
 KX0897
 KX0897.The modeled gravity was interpolated from observed gravity values.
 KX0897
 KX0897;                    North         East    Units  Estimated Accuracy
 KX0897;SPC PA S     -   172,050.      454,380.      MT  (+/- 180 meters Scaled)
 KX0897
 KX0897                          SUPERSEDED SURVEY CONTROL
 KX0897
 KX0897  NGVD 29 (??/??/92)  247.921  (m)          813.39   (f) ADJ UNCH    2 0
 KX0897
 KX0897.Superseded values are not recommended for survey control.
 KX0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0897.See file dsdata.txt to determine how the superseded data were derived.
 KX0897
 KX0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF282254(NAD 83)
 KX0897_MARKER: B = BOLT
 KX0897_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0897_SP_SET: PIER
 KX0897_STAMPING: 813.305
 KX0897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0897
 KX0897  HISTORY     - Date     Condition        Report By
 KX0897  HISTORY     - UNK      MONUMENTED       USGS
 KX0897  HISTORY     - 1935     GOOD             NGS
 KX0897
 KX0897                          STATION DESCRIPTION
 KX0897
 KX0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0897'AT MOSGROVE.
 KX0897'AT MOSGROVE, ARMSTRONG COUNTY, 162 FEET NORTH OF THE PENNSYLVANIA
 KX0897'RAILROAD STATION, AT BALTIMORE AND OHIO RAILROAD FOUR-PIER
 KX0897'STEEL BRIDGE NO. 258.89 OVER THE P.R.R., IN THE WEST FACE OF
 KX0897'THE EAST PIER, 72 FEET EAST OF THE CENTERLINE OF THE P.R.R. NORTH
 KX0897'TRACK, 45 FEET EAST OF THE CENTERLINE OF THE ROADWAY, AND ABOUT 1
 KX0897'FOOT ABOVE THE TOP OF THE RAIL.  A COPPER BOLT, STAMPED 813.305.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0721 ***********************************************************************
 LZ0721  DESIGNATION -  816.2
 LZ0721  PID         -  LZ0721
 LZ0721  STATE/COUNTY-  PA/LYCOMING
 LZ0721  USGS QUAD   -  CEDAR RUN (1994)
 LZ0721
 LZ0721                         *CURRENT SURVEY CONTROL
 LZ0721  ___________________________________________________________________
 LZ0721* NAD 83(1986)-  41 31 37.     (N)    077 26 22.     (W)     SCALED    
 LZ0721* NAVD 88     -       248.695  (meters)     815.93   (feet)  ADJUSTED  
 LZ0721  ___________________________________________________________________
 LZ0721  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 LZ0721  DYNAMIC HT  -         248.589 (meters)     815.58  (feet)  COMP
 LZ0721  MODELED GRAV-     980,191.0   (mgal)                       NAVD 88
 LZ0721
 LZ0721  VERT ORDER  -  SECOND    CLASS 0
 LZ0721
 LZ0721.The horizontal coordinates were scaled from a topographic map and have
 LZ0721.an estimated accuracy of +/- 6 seconds.
 LZ0721
 LZ0721.The orthometric height was determined by differential leveling
 LZ0721.and adjusted by the National Geodetic Survey in June 1991..
 LZ0721
 LZ0721.The geoid height was determined by GEOID03.
 LZ0721
 LZ0721.The dynamic height is computed by dividing the NAVD 88
 LZ0721.geopotential number by the normal gravity value computed on the
 LZ0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0721.degrees latitude (g = 980.6199 gals.).
 LZ0721
 LZ0721.The modeled gravity was interpolated from observed gravity values.
 LZ0721
 LZ0721;                    North         East    Units  Estimated Accuracy
 LZ0721;SPC PA N     -   151,110.      625,920.      MT  (+/- 180 meters Scaled)
 LZ0721
 LZ0721                          SUPERSEDED SURVEY CONTROL
 LZ0721
 LZ0721  NGVD 29 (??/??/92)  248.861  (m)          816.47   (f) ADJ UNCH    2 0
 LZ0721
 LZ0721.Superseded values are not recommended for survey control.
 LZ0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0721.See file dsdata.txt to determine how the superseded data were derived.
 LZ0721
 LZ0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM964001(NAD 83)
 LZ0721_MARKER: Q = CHISELED SQUARE
 LZ0721_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0721_SP_SET: ABUTMENT
 LZ0721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0721
 LZ0721  HISTORY     - Date     Condition        Report By
 LZ0721  HISTORY     - UNK      MONUMENTED       USGS
 LZ0721  HISTORY     - 1934     GOOD             NGS
 LZ0721
 LZ0721                          STATION DESCRIPTION
 LZ0721
 LZ0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0721'0.6 MI NE FROM CEDAR RUN.
 LZ0721'ABOUT 0.6 MILE NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 LZ0721'FROM CEDAR RUN, LYCOMING COUNTY, AT 200-FOOT SPAN STEEL BRIDGE
 LZ0721'138, ON THE EAST SIDE OF THE TOP OF THE SOUTH ABUTMENT, 12 FEET
 LZ0721'EAST OF THE EAST RAIL, AND ABOUT 3 FEET LOWER THAN THE TOP OF
 LZ0721'THE RAIL.  A CHISELED SQUARE, MARKED BY THE PAINTED LETTERS B M
 LZ0721'816.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0307 ***********************************************************************
 LZ0307  DESIGNATION -  819.2
 LZ0307  PID         -  LZ0307
 LZ0307  STATE/COUNTY-  PA/LYCOMING
 LZ0307  USGS QUAD   -  LAIRDSVILLE (1975)
 LZ0307
 LZ0307                         *CURRENT SURVEY CONTROL
 LZ0307  ___________________________________________________________________
 LZ0307* NAD 83(1986)-  41 10 40.     (N)    076 36 22.     (W)     SCALED    
 LZ0307* NAVD 88     -       249.561  (meters)     818.77   (feet)  ADJUSTED  
 LZ0307  ___________________________________________________________________
 LZ0307  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 LZ0307  DYNAMIC HT  -         249.455 (meters)     818.42  (feet)  COMP
 LZ0307  MODELED GRAV-     980,190.9   (mgal)                       NAVD 88
 LZ0307
 LZ0307  VERT ORDER  -  SECOND    CLASS 0
 LZ0307
 LZ0307.The horizontal coordinates were scaled from a topographic map and have
 LZ0307.an estimated accuracy of +/- 6 seconds.
 LZ0307
 LZ0307.The orthometric height was determined by differential leveling
 LZ0307.and adjusted by the National Geodetic Survey in June 1991..
 LZ0307
 LZ0307.The geoid height was determined by GEOID03.
 LZ0307
 LZ0307.The dynamic height is computed by dividing the NAVD 88
 LZ0307.geopotential number by the normal gravity value computed on the
 LZ0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0307.degrees latitude (g = 980.6199 gals.).
 LZ0307
 LZ0307.The modeled gravity was interpolated from observed gravity values.
 LZ0307
 LZ0307;                    North         East    Units  Estimated Accuracy
 LZ0307;SPC PA N     -   112,920.      695,980.      MT  (+/- 180 meters Scaled)
 LZ0307
 LZ0307                          SUPERSEDED SURVEY CONTROL
 LZ0307
 LZ0307  NGVD 29 (??/??/92)  249.774  (m)          819.47   (f) ADJ UNCH    2 0
 LZ0307
 LZ0307.Superseded values are not recommended for survey control.
 LZ0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0307.See file dsdata.txt to determine how the superseded data were derived.
 LZ0307
 LZ0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL652597(NAD 83)
 LZ0307_MARKER: N = NAIL
 LZ0307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0307_SP_SET: PINE TREE
 LZ0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0307
 LZ0307  HISTORY     - Date     Condition        Report By
 LZ0307  HISTORY     - UNK      MONUMENTED       USGS
 LZ0307  HISTORY     - 1934     GOOD             NGS
 LZ0307
 LZ0307                          STATION DESCRIPTION
 LZ0307
 LZ0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0307'10.9 MI E FROM MUNCY.
 LZ0307'ABOUT 10.9 MILES EAST ALONG STATE HIGHWAY 442 FROM MUNCY,
 LZ0307'LYCOMING COUNTY, NEAR HIGHWAY STATION 487, ABOUT 400 FEET
 LZ0307'EAST OF A TWO-STORY FRAME HOUSE, ABOUT 60 FEET NORTH OF THE
 LZ0307'CENTER LINE OF THE HIGHWAY, IN THE BASE OF A 13-INCH PINE
 LZ0307'TREE, AND ABOUT 5 FEET HIGHER THAN THE HIGHWAY.  A UNITED STATES
 LZ0307'GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1519 ***********************************************************************
 MA1519  DESIGNATION -  82
 MA1519  PID         -  MA1519
 MA1519  STATE/COUNTY-  PA/ERIE
 MA1519  USGS QUAD   -  WATERFORD (1975)
 MA1519
 MA1519                         *CURRENT SURVEY CONTROL
 MA1519  ___________________________________________________________________
 MA1519* NAD 83(1986)-  41 57 06.     (N)    079 57 57.     (W)     SCALED    
 MA1519* NAVD 88     -       363.782  (meters)    1193.51   (feet)  ADJUSTED  
 MA1519  ___________________________________________________________________
 MA1519  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 MA1519  DYNAMIC HT  -         363.637 (meters)    1193.03  (feet)  COMP
 MA1519  MODELED GRAV-     980,214.7   (mgal)                       NAVD 88
 MA1519
 MA1519  VERT ORDER  -  FIRST     CLASS II
 MA1519
 MA1519.The horizontal coordinates were scaled from a topographic map and have
 MA1519.an estimated accuracy of +/- 6 seconds.
 MA1519
 MA1519.The orthometric height was determined by differential leveling
 MA1519.and adjusted by the National Geodetic Survey in June 1991..
 MA1519
 MA1519.The geoid height was determined by GEOID03.
 MA1519
 MA1519.The dynamic height is computed by dividing the NAVD 88
 MA1519.geopotential number by the normal gravity value computed on the
 MA1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1519.degrees latitude (g = 980.6199 gals.).
 MA1519
 MA1519.The modeled gravity was interpolated from observed gravity values.
 MA1519
 MA1519;                    North         East    Units  Estimated Accuracy
 MA1519;SPC PA N     -   200,590.      416,300.      MT  (+/- 180 meters Scaled)
 MA1519
 MA1519                          SUPERSEDED SURVEY CONTROL
 MA1519
 MA1519  NGVD 29 (??/??/92)  363.952  (m)         1194.07   (f) ADJ UNCH    1 2
 MA1519
 MA1519.Superseded values are not recommended for survey control.
 MA1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1519.See file dsdata.txt to determine how the superseded data were derived.
 MA1519
 MA1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG857449(NAD 83)
 MA1519_MARKER: Q = CHISELED SQUARE
 MA1519_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1519_SP_SET: ABUTMENT
 MA1519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1519
 MA1519  HISTORY     - Date     Condition        Report By
 MA1519  HISTORY     - UNK      MONUMENTED       PRR
 MA1519  HISTORY     - 1941     GOOD             NGS
 MA1519  HISTORY     - 1950     MARK NOT FOUND   NGS
 MA1519
 MA1519                          STATION DESCRIPTION
 MA1519
 MA1519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MA1519'0.1 MI NW FROM WATERFORD.
 MA1519'0.1 MILE NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA1519'STATION AT WATERFORD, ERIE COUNTY, AT BRIDGE NO. 18.23, AT THE
 MA1519'NORTHWEST END OF THE NORTHEAST ABUTMENT, ON THE WEST CORNER, 2
 MA1519'FEET NORTHEAST OF THE NORTHEAST GUARDRAIL POST, AND 17.9 FEET
 MA1519'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK.  A CHISELED
 MA1519'SQUARE, NEAR THE LETTERS BM 82.  NOTE-- THE BRIDGE WAS REPAIRED.
 MA1519
 MA1519                          STATION RECOVERY (1950)
 MA1519
 MA1519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MA1519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1031 ***********************************************************************
 LZ1031  DESIGNATION -  82
 LZ1031  PID         -  LZ1031
 LZ1031  STATE/COUNTY-  PA/CLINTON
 LZ1031  USGS QUAD   -  LOCK HAVEN (1986)
 LZ1031
 LZ1031                         *CURRENT SURVEY CONTROL
 LZ1031  ___________________________________________________________________
 LZ1031* NAD 83(1986)-  41 10 17.     (N)    077 29 43.     (W)     SCALED    
 LZ1031* NAVD 88     -       177.151  (meters)     581.20   (feet)  ADJUSTED  
 LZ1031  ___________________________________________________________________
 LZ1031  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 LZ1031  DYNAMIC HT  -         177.070 (meters)     580.94  (feet)  COMP
 LZ1031  MODELED GRAV-     980,159.4   (mgal)                       NAVD 88
 LZ1031
 LZ1031  VERT ORDER  -  SECOND    CLASS 0
 LZ1031
 LZ1031.The horizontal coordinates were scaled from a topographic map and have
 LZ1031.an estimated accuracy of +/- 6 seconds.
 LZ1031
 LZ1031.The orthometric height was determined by differential leveling
 LZ1031.and adjusted by the National Geodetic Survey in June 1991..
 LZ1031
 LZ1031.The geoid height was determined by GEOID03.
 LZ1031
 LZ1031.The dynamic height is computed by dividing the NAVD 88
 LZ1031.geopotential number by the normal gravity value computed on the
 LZ1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1031.degrees latitude (g = 980.6199 gals.).
 LZ1031
 LZ1031.The modeled gravity was interpolated from observed gravity values.
 LZ1031
 LZ1031;                    North         East    Units  Estimated Accuracy
 LZ1031;SPC PA N     -   111,610.      621,380.      MT  (+/- 180 meters Scaled)
 LZ1031
 LZ1031                          SUPERSEDED SURVEY CONTROL
 LZ1031
 LZ1031  NGVD 29 (??/??/92)  177.348  (m)          581.85   (f) ADJ UNCH    2 0
 LZ1031
 LZ1031.Superseded values are not recommended for survey control.
 LZ1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1031.See file dsdata.txt to determine how the superseded data were derived.
 LZ1031
 LZ1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL906607(NAD 83)
 LZ1031_MARKER: R = RIVET
 LZ1031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1031_SP_SET: BRIDGE
 LZ1031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1031
 LZ1031  HISTORY     - Date     Condition        Report By
 LZ1031  HISTORY     - UNK      MONUMENTED       PRR
 LZ1031  HISTORY     - 1934     GOOD             NGS
 LZ1031
 LZ1031                          STATION DESCRIPTION
 LZ1031
 LZ1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1031'3 MI W FROM LOCK HAVEN.
 LZ1031'ABOUT 3.0 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM LOCK
 LZ1031'HAVEN, CLINTON COUNTY, AT THE BRIDGE OVER SUSQUEHANNA RIVER, IN
 LZ1031'THE TOP OF THE NORTH END OF THE STONE BACK WALL OF THE WEST
 LZ1031'ABUTMENT, 7 FEET NORTH OF THE WEST-BOUND TRACK, AND ABOUT 1-1/2
 LZ1031'FEET LOWER THAN THE TOP OF THE RAIL.  A COPPER RIVET, MARKED
 LZ1031'BY THE CHISELED LETTERS BM 82.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0757 ***********************************************************************
 KW0757  DESIGNATION -  82 PRR
 KW0757  PID         -  KW0757
 KW0757  STATE/COUNTY-  PA/LANCASTER
 KW0757  USGS QUAD   -  LANCASTER (1995)
 KW0757
 KW0757                         *CURRENT SURVEY CONTROL
 KW0757  ___________________________________________________________________
 KW0757* NAD 83(1986)-  40 04 59.     (N)    076 22 10.     (W)     SCALED    
 KW0757* NAVD 88     -       107.114  (meters)     351.42   (feet)  ADJUSTED  
 KW0757  ___________________________________________________________________
 KW0757  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 KW0757  DYNAMIC HT  -         107.058 (meters)     351.24  (feet)  COMP
 KW0757  MODELED GRAV-     980,105.3   (mgal)                       NAVD 88
 KW0757
 KW0757  VERT ORDER  -  SECOND    CLASS 0
 KW0757
 KW0757.The horizontal coordinates were scaled from a topographic map and have
 KW0757.an estimated accuracy of +/- 6 seconds.
 KW0757
 KW0757.The orthometric height was determined by differential leveling
 KW0757.and adjusted by the National Geodetic Survey in June 1991..
 KW0757
 KW0757.The geoid height was determined by GEOID03.
 KW0757
 KW0757.The dynamic height is computed by dividing the NAVD 88
 KW0757.geopotential number by the normal gravity value computed on the
 KW0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0757.degrees latitude (g = 980.6199 gals.).
 KW0757
 KW0757.The modeled gravity was interpolated from observed gravity values.
 KW0757
 KW0757;                    North         East    Units  Estimated Accuracy
 KW0757;SPC PA S     -    84,170.      717,740.      MT  (+/- 180 meters Scaled)
 KW0757
 KW0757                          SUPERSEDED SURVEY CONTROL
 KW0757
 KW0757  NGVD 29 (??/??/??)  107.366  (m)          352.25   (f) ADJUSTED    2 0
 KW0757
 KW0757.Superseded values are not recommended for survey control.
 KW0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0757.See file dsdata.txt to determine how the superseded data were derived.
 KW0757
 KW0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK832378(NAD 83)
 KW0757_MARKER: Q = CHISELED SQUARE
 KW0757_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0757_SP_SET: FOOTING
 KW0757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0757
 KW0757  HISTORY     - Date     Condition        Report By
 KW0757  HISTORY     - UNK      MONUMENTED       PRR
 KW0757  HISTORY     - 1935     GOOD             CGS
 KW0757  HISTORY     - 1936     GOOD             CGS
 KW0757
 KW0757                          STATION DESCRIPTION
 KW0757
 KW0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0757'3 MI SE FROM LANDISVILLE.
 KW0757'ABOUT 3.0 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW0757'THE CROSSING OF THE READING CO. RAILWAY AT LANDISVILLE,
 KW0757'LANCASTER COUNTY, AT AN OVERPASS, AT THE SOUTHWEST CORNER OF
 KW0757'A WATER TABLE NEAR THE TRACK, AND ON THE TOP OF THE CONCRETE
 KW0757'FOOTING.  A CHISELED SQUARE.
 KW0757
 KW0757                          STATION RECOVERY (1936)
 KW0757
 KW0757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 KW0757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE7852 ***********************************************************************
 AE7852  DESIGNATION -  8206
 AE7852  PID         -  AE7852
 AE7852  STATE/COUNTY-  PA/WESTMORELAND
 AE7852  USGS QUAD   -  MOUNT PLEASANT (1993)
 AE7852
 AE7852                         *CURRENT SURVEY CONTROL
 AE7852  ___________________________________________________________________
 AE7852* NAD 83(1992)-  40 10 17.13431(N)    079 30 04.43132(W)     ADJUSTED  
 AE7852* NAVD 88     -       359.9    (meters)    1181.     (feet)  GPS OBS   
 AE7852  ___________________________________________________________________
 AE7852  X           -     889,333.965 (meters)                     COMP
 AE7852  Y           -  -4,798,992.065 (meters)                     COMP
 AE7852  Z           -   4,092,759.674 (meters)                     COMP
 AE7852  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 AE7852  ELLIP HEIGHT-         327.30  (meters)          (08/10/01) GPS OBS
 AE7852  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 AE7852
 AE7852  HORZ ORDER  -  FIRST
 AE7852  ELLP ORDER  -  FOURTH    CLASS II
 AE7852
 AE7852.The horizontal coordinates were established by GPS observations
 AE7852.and adjusted by the National Geodetic Survey in March 1998..
 AE7852
 AE7852.The orthometric height was determined by GPS observations and a
 AE7852.high-resolution geoid model.
 AE7852
 AE7852.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7852
 AE7852.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7852
 AE7852.The ellipsoidal height was determined by GPS observations
 AE7852.and is referenced to NAD 83.
 AE7852
 AE7852.The geoid height was determined by GEOID03.
 AE7852
 AE7852;                    North         East     Units Scale Factor Converg.
 AE7852;SPC PA S     -    94,536.203   450,844.323   MT  0.99997131   -1 08 10.3
 AE7852;SPC PA S     -   310,157.53  1,479,145.08   sFT  0.99997131   -1 08 10.3
 AE7852;UTM  17      - 4,447,860.980   627,616.457   MT  0.99980048   +0 58 01.0
 AE7852
 AE7852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7852!SPC PA S     -   0.99994866  x   0.99997131  =   0.99991997
 AE7852!UTM  17      -   0.99994866  x   0.99980048  =   0.99974915
 AE7852
 AE7852                          SUPERSEDED SURVEY CONTROL
 AE7852
 AE7852  ELLIP H (03/18/98)  327.27   (m)                       GP(       ) 3 1
 AE7852
 AE7852.Superseded values are not recommended for survey control.
 AE7852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7852.See file dsdata.txt to determine how the superseded data were derived.
 AE7852
 AE7852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE2761647861(NAD 83)
 AE7852_MARKER: DD = SURVEY DISK
 AE7852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7852_SP_SET: SET IN A CONCRETE MONUMENT
 AE7852_STAMPING: HARN 8206
 AE7852_MARK LOGO: PATUCO
 AE7852_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE7852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7852+STABILITY: SURFACE MOTION
 AE7852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7852+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7852
 AE7852  HISTORY     - Date     Condition        Report By
 AE7852  HISTORY     - 1997     MONUMENTED       NEILAN
 AE7852
 AE7852                          STATION DESCRIPTION
 AE7852
 AE7852'DESCRIBED BY THE NEILAN ENGINEERS INCORPORATED 1997 (TEK)
 AE7852'THE STATION IS LOCATED AT MILE 82.06 OF THE PA TURNPIKE, IN THE GRASS
 AE7852'AREA ON THE NORTHEAST SIDE OF THE HIGHWAY, SOUTHWEST OF THE RIGHT OF
 AE7852'WAY FENCE, ABOUT 200 FEET NW OF AN EMERGENCY PULLOFF AREA. THE STATION
 AE7852'IS 35.48 FT SSW OF A REBAR IN THE FENCELINE, AND 39.70 FT WNW OF
 AE7852'ANOTHER REBAR IN THE FENCELINE. TO REACH THE STATION FROM THE DONEGAL
 AE7852'INTERCHANGE (EXIT 9), PROCEED WEST ON THE TURNPIKE FOR 8.1 MI TO THE
 AE7852'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1484 ***********************************************************************
 KV1484  DESIGNATION -  82+06 CNJRR
 KV1484  PID         -  KV1484
 KV1484  STATE/COUNTY-  PA/NORTHAMPTON
 KV1484  USGS QUAD   -  HELLERTOWN (1992)
 KV1484
 KV1484                         *CURRENT SURVEY CONTROL
 KV1484  ___________________________________________________________________
 KV1484* NAD 83(1986)-  40 37 17.     (N)    075 20 22.     (W)     SCALED    
 KV1484* NAVD 88     -        69.29   (+/-2cm)     227.3    (feet)  VERTCON   
 KV1484  ___________________________________________________________________
 KV1484  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 KV1484
 KV1484  VERT ORDER  -  ? (See Below)
 KV1484
 KV1484.The horizontal coordinates were scaled from a topographic map and have
 KV1484.an estimated accuracy of +/- 6 seconds.
 KV1484
 KV1484.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV1484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV1484.The vertical order pertains to the NGVD 29 superseded value.
 KV1484
 KV1484.The geoid height was determined by GEOID03.
 KV1484
 KV1484;                    North         East    Units  Estimated Accuracy
 KV1484;SPC PA S     -   145,800.      803,940.      MT  (+/- 180 meters Scaled)
 KV1484
 KV1484                          SUPERSEDED SURVEY CONTROL
 KV1484
 KV1484  NGVD 29 (??/??/??)   69.515  (m)          228.07   (f) ADJUSTED    ?  
 KV1484
 KV1484.Superseded values are not recommended for survey control.
 KV1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1484.See file dsdata.txt to determine how the superseded data were derived.
 KV1484
 KV1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK712967(NAD 83)
 KV1484_MARKER: Z = SEE DESCRIPTION
 KV1484_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1484_SP_SET: PROJECTING OF ROCK
 KV1484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1484
 KV1484  HISTORY     - Date     Condition        Report By
 KV1484  HISTORY     - 1932     MONUMENTED       CNJRR
 KV1484  HISTORY     - 1932     GOOD             CGS
 KV1484  HISTORY     - 1934     GOOD             CGS
 KV1484  HISTORY     - 1975     MARK NOT FOUND   PADT
 KV1484  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KV1484
 KV1484                          STATION DESCRIPTION
 KV1484
 KV1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1484'1.1 MI W FROM FREEMANSBURG.
 KV1484'1.1 MILES WEST ALONG THE CENTRAL RAILROAD OF NEW JERSEY FROM
 KV1484'FREEMANSBURG, NORTHAMPTON, COUNTY, 8 RAILS WEST OF MILEPOST
 KV1484'82, AT A CURVE, 9 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 KV1484'TRACK, ON A HORIZONTAL PROJECTION OF ROCK, AND DIRECTLY ABOVE
 KV1484'THE CHISELED LETTERS B M.  A DRESSED POINT.
 KV1484
 KV1484                          STATION RECOVERY (1934)
 KV1484
 KV1484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 KV1484'RECOVERED IN GOOD CONDITION.
 KV1484
 KV1484                          STATION RECOVERY (1975)
 KV1484
 KV1484'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 KV1484'MARK NOT FOUND.
 KV1484
 KV1484                          STATION RECOVERY (2001)
 KV1484
 KV1484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV1484'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1621 ***********************************************************************
 KX1621  DESIGNATION -  822.811
 KX1621  PID         -  KX1621
 KX1621  STATE/COUNTY-  PA/ARMSTRONG
 KX1621  USGS QUAD   -  KITTANNING (1993)
 KX1621
 KX1621                         *CURRENT SURVEY CONTROL
 KX1621  ___________________________________________________________________
 KX1621* NAD 83(1986)-  40 48 43.     (N)    079 31 26.     (W)     SCALED    
 KX1621* NAVD 88     -       250.669  (meters)     822.40   (feet)  ADJUSTED  
 KX1621  ___________________________________________________________________
 KX1621  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 KX1621  DYNAMIC HT  -         250.547 (meters)     822.00  (feet)  COMP
 KX1621  MODELED GRAV-     980,131.8   (mgal)                       NAVD 88
 KX1621
 KX1621  VERT ORDER  -  SECOND    CLASS 0
 KX1621
 KX1621.The horizontal coordinates were scaled from a topographic map and have
 KX1621.an estimated accuracy of +/- 6 seconds.
 KX1621
 KX1621.The orthometric height was determined by differential leveling
 KX1621.and adjusted by the National Geodetic Survey in June 1991..
 KX1621
 KX1621.The geoid height was determined by GEOID03.
 KX1621
 KX1621.The dynamic height is computed by dividing the NAVD 88
 KX1621.geopotential number by the normal gravity value computed on the
 KX1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1621.degrees latitude (g = 980.6199 gals.).
 KX1621
 KX1621.The modeled gravity was interpolated from observed gravity values.
 KX1621
 KX1621;                    North         East    Units  Estimated Accuracy
 KX1621;SPC PA S     -   165,680.      450,340.      MT  (+/- 180 meters Scaled)
 KX1621
 KX1621                          SUPERSEDED SURVEY CONTROL
 KX1621
 KX1621  NGVD 29 (??/??/92)  250.847  (m)          822.99   (f) ADJ UNCH    2 0
 KX1621
 KX1621.Superseded values are not recommended for survey control.
 KX1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1621.See file dsdata.txt to determine how the superseded data were derived.
 KX1621
 KX1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF244189(NAD 83)
 KX1621_MARKER: DD = SURVEY DISK
 KX1621_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1621_SP_SET: BRIDGE
 KX1621_STAMPING: 822.811
 KX1621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1621
 KX1621  HISTORY     - Date     Condition        Report By
 KX1621  HISTORY     - UNK      MONUMENTED       PADT
 KX1621  HISTORY     - 1967     GOOD             NGS
 KX1621
 KX1621                          STATION DESCRIPTION
 KX1621
 KX1621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX1621'AT KITTANNING.
 KX1621'AT KITTANNING, SET IN THE TOP OF THE SOUTHWEST WINGWALL OF THE
 KX1621'BRIDGE SPANNING ALLEGHENY RIVER, 30 FEET SOUTHEAST OF THE
 KX1621'CENTERLINE OF HIGHWAY AND IS ABOUT 3 FEET ABOVE THE LEVEL OF THE
 KX1621'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1610 ***********************************************************************
 LZ1610  DESIGNATION -  825 PADH
 LZ1610  PID         -  LZ1610
 LZ1610  STATE/COUNTY-  PA/LYCOMING
 LZ1610  USGS QUAD   -  BODINES (1973)
 LZ1610
 LZ1610                         *CURRENT SURVEY CONTROL
 LZ1610  ___________________________________________________________________
 LZ1610* NAD 83(1986)-  41 29 11.     (N)    076 58 26.     (W)     SCALED    
 LZ1610* NAVD 88     -       251.285  (meters)     824.42   (feet)  ADJUSTED  
 LZ1610  ___________________________________________________________________
 LZ1610  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 LZ1610  DYNAMIC HT  -         251.176 (meters)     824.07  (feet)  COMP
 LZ1610  MODELED GRAV-     980,181.1   (mgal)                       NAVD 88
 LZ1610
 LZ1610  VERT ORDER  -  FIRST     CLASS II
 LZ1610
 LZ1610.The horizontal coordinates were scaled from a topographic map and have
 LZ1610.an estimated accuracy of +/- 6 seconds.
 LZ1610
 LZ1610.The orthometric height was determined by differential leveling
 LZ1610.and adjusted by the National Geodetic Survey in June 1991..
 LZ1610
 LZ1610.The geoid height was determined by GEOID03.
 LZ1610
 LZ1610.The dynamic height is computed by dividing the NAVD 88
 LZ1610.geopotential number by the normal gravity value computed on the
 LZ1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1610.degrees latitude (g = 980.6199 gals.).
 LZ1610
 LZ1610.The modeled gravity was interpolated from observed gravity values.
 LZ1610
 LZ1610;                    North         East    Units  Estimated Accuracy
 LZ1610;SPC PA N     -   146,850.      664,810.      MT  (+/- 180 meters Scaled)
 LZ1610
 LZ1610                          SUPERSEDED SURVEY CONTROL
 LZ1610
 LZ1610.No superseded survey control is available for this station.
 LZ1610
 LZ1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL352946(NAD 83)
 LZ1610_MARKER: DD = SURVEY DISK
 LZ1610_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LZ1610_SP_SET: WINGWALL
 LZ1610_MARK LOGO: PADH  
 LZ1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1610+STABILITY: SURFACE MOTION
 LZ1610
 LZ1610  HISTORY     - Date     Condition        Report By
 LZ1610  HISTORY     - UNK      MONUMENTED       PADH
 LZ1610  HISTORY     - 1983     GOOD             NGS
 LZ1610
 LZ1610                          STATION DESCRIPTION
 LZ1610
 LZ1610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LZ1610'2.7 KM (1.7 MI) SOUTH FROM RALSTON.
 LZ1610'2.7 KM (1.7 MI) SOUTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE IN
 LZ1610'RALSTON TO THE MARK ON THE LEFT, IN THE SOUTHEAST WINGWALL OF THE
 LZ1610'WINGWALL OF A BRIDGE OVER FROZEN RUN, 5.3 METERS (17.5 FT) SOUTHEAST
 LZ1610'OF THE CENTERLINE OF THE HIGHWAY.
 LZ1610'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE7851 ***********************************************************************
 AE7851  DESIGNATION -  8295
 AE7851  PID         -  AE7851
 AE7851  STATE/COUNTY-  PA/WESTMORELAND
 AE7851  USGS QUAD   -  MAMMOTH (1993)
 AE7851
 AE7851                         *CURRENT SURVEY CONTROL
 AE7851  ___________________________________________________________________
 AE7851* NAD 83(1992)-  40 09 54.63341(N)    079 29 12.94109(W)     ADJUSTED  
 AE7851* NAVD 88     -       371.2    (meters)    1218.     (feet)  GPS OBS   
 AE7851  ___________________________________________________________________
 AE7851  X           -     890,615.174 (meters)                     COMP
 AE7851  Y           -  -4,799,218.548 (meters)                     COMP
 AE7851  Z           -   4,092,236.583 (meters)                     COMP
 AE7851  LAPLACE CORR-           5.71  (seconds)                    DEFLEC99
 AE7851  ELLIP HEIGHT-         338.57  (meters)          (08/10/01) GPS OBS
 AE7851  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 AE7851
 AE7851  HORZ ORDER  -  FIRST
 AE7851  ELLP ORDER  -  FOURTH    CLASS II
 AE7851
 AE7851.The horizontal coordinates were established by GPS observations
 AE7851.and adjusted by the National Geodetic Survey in March 1998..
 AE7851
 AE7851.The orthometric height was determined by GPS observations and a
 AE7851.high-resolution geoid model.
 AE7851
 AE7851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7851
 AE7851.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7851
 AE7851.The ellipsoidal height was determined by GPS observations
 AE7851.and is referenced to NAD 83.
 AE7851
 AE7851.The geoid height was determined by GEOID03.
 AE7851
 AE7851;                    North         East     Units Scale Factor Converg.
 AE7851;SPC PA S     -    93,818.284   452,048.717   MT  0.99997185   -1 07 36.9
 AE7851;SPC PA S     -   307,802.15  1,483,096.50   sFT  0.99997185   -1 07 36.9
 AE7851;UTM  17      - 4,447,187.856   628,846.177   MT  0.99980437   +0 58 33.8
 AE7851
 AE7851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7851!SPC PA S     -   0.99994689  x   0.99997185  =   0.99991874
 AE7851!UTM  17      -   0.99994689  x   0.99980437  =   0.99975127
 AE7851
 AE7851                          SUPERSEDED SURVEY CONTROL
 AE7851
 AE7851  ELLIP H (03/18/98)  338.55   (m)                       GP(       ) 3 1
 AE7851
 AE7851.Superseded values are not recommended for survey control.
 AE7851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7851.See file dsdata.txt to determine how the superseded data were derived.
 AE7851
 AE7851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE2884647188(NAD 83)
 AE7851_MARKER: DD = SURVEY DISK
 AE7851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7851_SP_SET: SET IN A CONCRETE MONUMENT
 AE7851_STAMPING: HARN 8295
 AE7851_MARK LOGO: PATUCO
 AE7851_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE7851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7851+STABILITY: SURFACE MOTION
 AE7851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7851+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7851
 AE7851  HISTORY     - Date     Condition        Report By
 AE7851  HISTORY     - 1997     MONUMENTED       NEILAN
 AE7851
 AE7851                          STATION DESCRIPTION
 AE7851
 AE7851'DESCRIBED BY THE NEILAN ENGINEERS INCORPORATED 1997 (TEK)
 AE7851'THE STATION IS LOCATED AT MILE 82.95 OF THE PA TURNPIKE, IN THE GRASS
 AE7851'AREA ATOP AN EMBANKMENT ON THE EAST SIDE OF THE HIGHWAY. THE STATION
 AE7851'IS 21.82 FT SW OF A REBAR AT THE TOP OF BANK, AND 21.82 FT NW OF
 AE7851'ANOTHER REBAR AT THE TOP OF BANK. TO REACH THE STATION FROM THE
 AE7851'DONEGAL INTERCHANGE (EXIT 9), PROCEED WEST ON THE TURNPIKE FOR 7.2 MI
 AE7851'TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0247 ***********************************************************************
 MB0247  DESIGNATION -  83
 MB0247  PID         -  MB0247
 MB0247  STATE/COUNTY-  PA/ERIE
 MB0247  USGS QUAD   -  CAMBRIDGE SPRINGS NE (1975)
 MB0247
 MB0247                         *CURRENT SURVEY CONTROL
 MB0247  ___________________________________________________________________
 MB0247* NAD 83(1986)-  41 53 17.     (N)    080 01 29.     (W)     SCALED    
 MB0247* NAVD 88     -       469.874  (meters)    1541.58   (feet)  ADJUSTED  
 MB0247  ___________________________________________________________________
 MB0247  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 MB0247  DYNAMIC HT  -         469.687 (meters)    1540.96  (feet)  COMP
 MB0247  MODELED GRAV-     980,210.8   (mgal)                       NAVD 88
 MB0247
 MB0247  VERT ORDER  -  SECOND    CLASS 0
 MB0247
 MB0247.The horizontal coordinates were scaled from a topographic map and have
 MB0247.an estimated accuracy of +/- 6 seconds.
 MB0247
 MB0247.The orthometric height was determined by differential leveling
 MB0247.and adjusted by the National Geodetic Survey in June 1991..
 MB0247
 MB0247.The geoid height was determined by GEOID03.
 MB0247
 MB0247.The dynamic height is computed by dividing the NAVD 88
 MB0247.geopotential number by the normal gravity value computed on the
 MB0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0247.degrees latitude (g = 980.6199 gals.).
 MB0247
 MB0247.The modeled gravity was interpolated from observed gravity values.
 MB0247
 MB0247;                    North         East    Units  Estimated Accuracy
 MB0247;SPC PA N     -   193,650.      411,230.      MT  (+/- 180 meters Scaled)
 MB0247
 MB0247                          SUPERSEDED SURVEY CONTROL
 MB0247
 MB0247  NGVD 29 (??/??/92)  470.052  (m)         1542.16   (f) ADJ UNCH    2 0
 MB0247
 MB0247.Superseded values are not recommended for survey control.
 MB0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0247.See file dsdata.txt to determine how the superseded data were derived.
 MB0247
 MB0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG809378(NAD 83)
 MB0247_MARKER: DD = SURVEY DISK
 MB0247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0247_SP_SET: CULVERT
 MB0247_STAMPING: 83 EGB 1542 1964
 MB0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0247
 MB0247  HISTORY     - Date     Condition        Report By
 MB0247  HISTORY     - 1964     MONUMENTED       USGS
 MB0247  HISTORY     - 1967     GOOD             NGS
 MB0247
 MB0247                          STATION DESCRIPTION
 MB0247
 MB0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MB0247'2.9 MI W FROM MILL VILLAGE.
 MB0247'ABOUT 2.9 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE MAIN
 MB0247'CROSSROAD IN MILL VILLAGE, 24 FEET SOUTH OF THE CENTERLINE OF
 MB0247'HIGHWAY, 20 FEET EAST OF THE APPROXIMATE CENTER OF WAITE ROAD,
 MB0247'6.8 FEET NORTHWEST OF POWER LINE POLE NO. 1213-2, SET IN THE
 MB0247'TOP OF THE EAST END OF A L SHAPED HEADWALL OF A CONCRETE
 MB0247'CULVERT AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1517 ***********************************************************************
 MA1517  DESIGNATION -  83
 MA1517  PID         -  MA1517
 MA1517  STATE/COUNTY-  PA/ERIE
 MA1517  USGS QUAD   -  WATERFORD (1975)
 MA1517
 MA1517                         *CURRENT SURVEY CONTROL
 MA1517  ___________________________________________________________________
 MA1517* NAD 83(1986)-  41 57 34.     (N)    079 58 05.     (W)     SCALED    
 MA1517* NAVD 88     -       366.029  (meters)    1200.88   (feet)  ADJUSTED  
 MA1517  ___________________________________________________________________
 MA1517  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 MA1517  DYNAMIC HT  -         365.883 (meters)    1200.40  (feet)  COMP
 MA1517  MODELED GRAV-     980,214.9   (mgal)                       NAVD 88
 MA1517
 MA1517  VERT ORDER  -  FIRST     CLASS II
 MA1517
 MA1517.The horizontal coordinates were scaled from a topographic map and have
 MA1517.an estimated accuracy of +/- 6 seconds.
 MA1517
 MA1517.The orthometric height was determined by differential leveling
 MA1517.and adjusted by the National Geodetic Survey in June 1991..
 MA1517
 MA1517.The geoid height was determined by GEOID03.
 MA1517
 MA1517.The dynamic height is computed by dividing the NAVD 88
 MA1517.geopotential number by the normal gravity value computed on the
 MA1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1517.degrees latitude (g = 980.6199 gals.).
 MA1517
 MA1517.The modeled gravity was interpolated from observed gravity values.
 MA1517
 MA1517;                    North         East    Units  Estimated Accuracy
 MA1517;SPC PA N     -   201,460.      416,140.      MT  (+/- 180 meters Scaled)
 MA1517
 MA1517                          SUPERSEDED SURVEY CONTROL
 MA1517
 MA1517  NGVD 29 (??/??/92)  366.197  (m)         1201.43   (f) ADJ UNCH    1 2
 MA1517
 MA1517.Superseded values are not recommended for survey control.
 MA1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1517.See file dsdata.txt to determine how the superseded data were derived.
 MA1517
 MA1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG855457(NAD 83)
 MA1517_MARKER: B = BOLT
 MA1517_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1517_SP_SET: ABUTMENT
 MA1517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1517
 MA1517  HISTORY     - Date     Condition        Report By
 MA1517  HISTORY     - UNK      MONUMENTED       PRR
 MA1517  HISTORY     - 1941     GOOD             NGS
 MA1517
 MA1517                          STATION DESCRIPTION
 MA1517
 MA1517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MA1517'0.8 MI N FROM WATERFORD.
 MA1517'0.8 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA1517'AT WATERFORD, ERIE COUNTY, AT BRIDGE NO. 17.65, AT THE WEST
 MA1517'CORNER OF THE SOUTH ABUTMENT, IN THE BRIDGE SEAT, 15.2 FEET WEST
 MA1517'OF THE WEST RAIL OF THE TRACK, 9 FEET WEST OF THE SOUTHWEST
 MA1517'GUARDRAIL POST, 1.3 FEET SOUTHEAST OF THE NORTHWEST EGDE OF THE
 MA1517'SEAT, AND 5.2 FEET LOWER THAN THE TRACK.  A COPPER BOLT, NEAR
 MA1517'THE CHISELED LETTERS BM 83.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0295 ***********************************************************************
 MA0295  DESIGNATION -  838.78
 MA0295  PID         -  MA0295
 MA0295  STATE/COUNTY-  PA/CAMERON
 MA0295  USGS QUAD   -  SINNEMAHONING (1977)
 MA0295
 MA0295                         *CURRENT SURVEY CONTROL
 MA0295  ___________________________________________________________________
 MA0295* NAD 83(1986)-  41 22 13.     (N)    078 03 06.     (W)     SCALED    
 MA0295* NAVD 88     -       255.57   (+/-2cm)     838.5    (feet)  VERTCON   
 MA0295  ___________________________________________________________________
 MA0295  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 MA0295
 MA0295  VERT ORDER  -  ? (See Below)
 MA0295
 MA0295.The horizontal coordinates were scaled from a topographic map and have
 MA0295.an estimated accuracy of +/- 6 seconds.
 MA0295
 MA0295.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA0295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA0295.The vertical order pertains to the NGVD 29 superseded value.
 MA0295
 MA0295.The geoid height was determined by GEOID03.
 MA0295
 MA0295;                    North         East    Units  Estimated Accuracy
 MA0295;SPC PA N     -   133,710.      574,760.      MT  (+/- 180 meters Scaled)
 MA0295
 MA0295                          SUPERSEDED SURVEY CONTROL
 MA0295
 MA0295  NGVD 29 (??/??/92)  255.733  (m)          839.02   (f) ADJ UNCH    ?  
 MA0295
 MA0295.Superseded values are not recommended for survey control.
 MA0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0295.See file dsdata.txt to determine how the superseded data were derived.
 MA0295
 MA0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF465840(NAD 83)
 MA0295_MARKER: X = CHISELED CROSS
 MA0295_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0295_SP_SET: WATER TANK FOUNDATION
 MA0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0295
 MA0295  HISTORY     - Date     Condition        Report By
 MA0295  HISTORY     - UNK      MONUMENTED       USGS
 MA0295  HISTORY     - 1934     GOOD             NGS
 MA0295
 MA0295                          STATION DESCRIPTION
 MA0295
 MA0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0295'4.6 MI N FROM SINNAMAHONING.
 MA0295'ABOUT 4.6 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MA0295'SINNAMAHONING, CAMERON COUNTY, ON THE FACE OF A CONCRETE WATER
 MA0295'TANK FOUNDATION, 6 FEET WEST OF THE CENTER LINE OF THE TRACK, AND
 MA0295'ABOUT 1-1/2 FEET HIGHER THAN THE TOP OF THE RAIL.  A CHISELED
 MA0295'CROSS IN A CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0245 ***********************************************************************
 MB0245  DESIGNATION -  84
 MB0245  PID         -  MB0245
 MB0245  STATE/COUNTY-  PA/ERIE
 MB0245  USGS QUAD   -  CAMBRIDGE SPRINGS NE (1975)
 MB0245
 MB0245                         *CURRENT SURVEY CONTROL
 MB0245  ___________________________________________________________________
 MB0245* NAD 83(1986)-  41 53 22.     (N)    080 03 07.     (W)     SCALED    
 MB0245* NAVD 88     -       370.976  (meters)    1217.11   (feet)  ADJUSTED  
 MB0245  ___________________________________________________________________
 MB0245  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 MB0245  DYNAMIC HT  -         370.826 (meters)    1216.62  (feet)  COMP
 MB0245  MODELED GRAV-     980,210.3   (mgal)                       NAVD 88
 MB0245
 MB0245  VERT ORDER  -  SECOND    CLASS 0
 MB0245
 MB0245.The horizontal coordinates were scaled from a topographic map and have
 MB0245.an estimated accuracy of +/- 6 seconds.
 MB0245
 MB0245.The orthometric height was determined by differential leveling
 MB0245.and adjusted by the National Geodetic Survey in June 1991..
 MB0245
 MB0245.The geoid height was determined by GEOID03.
 MB0245
 MB0245.The dynamic height is computed by dividing the NAVD 88
 MB0245.geopotential number by the normal gravity value computed on the
 MB0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0245.degrees latitude (g = 980.6199 gals.).
 MB0245
 MB0245.The modeled gravity was interpolated from observed gravity values.
 MB0245
 MB0245;                    North         East    Units  Estimated Accuracy
 MB0245;SPC PA N     -   193,860.      408,980.      MT  (+/- 180 meters Scaled)
 MB0245
 MB0245                          SUPERSEDED SURVEY CONTROL
 MB0245
 MB0245  NGVD 29 (??/??/92)  371.151  (m)         1217.68   (f) ADJ UNCH    2 0
 MB0245
 MB0245.Superseded values are not recommended for survey control.
 MB0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0245.See file dsdata.txt to determine how the superseded data were derived.
 MB0245
 MB0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG786379(NAD 83)
 MB0245_MARKER: DD = SURVEY DISK
 MB0245_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0245_SP_SET: BRIDGE
 MB0245_STAMPING: 84 EGB USGS 1964
 MB0245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0245
 MB0245  HISTORY     - Date     Condition        Report By
 MB0245  HISTORY     - 1964     MONUMENTED       USGS
 MB0245  HISTORY     - 1967     GOOD             NGS
 MB0245
 MB0245                          STATION DESCRIPTION
 MB0245
 MB0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MB0245'4.4 MI E FROM EDINBORO.
 MB0245'ABOUT 4.4 MILES EAST ALONG U.S. HIGHWAY 6N FROM ITS JUNCTION
 MB0245'WITH STATE HIGHWAY 99 IN EDINBORO, 0.1 MILE EAST OF THE
 MB0245'JUNCTION OF STATE HIGHWAY 86, 18.6 FEET NORTH OF THE CENTERLINE
 MB0245'OF THE HIGHWAY, 4.4 MILES WEST OF MILL VILLAGE, SET IN THE TOP
 MB0245'OF THE NORTHEAST WINGWALL OF A BRIDGE OVER CONNEAUTTEE CREEK
 MB0245'AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 MB0245'NOTE-- PREVIOUSLY DESIGNATED 84 USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0496 ***********************************************************************
 MA0496  DESIGNATION -  84
 MA0496  PID         -  MA0496
 MA0496  STATE/COUNTY-  PA/CLEARFIELD
 MA0496  USGS QUAD   -  PENFIELD (1993)
 MA0496
 MA0496                         *CURRENT SURVEY CONTROL
 MA0496  ___________________________________________________________________
 MA0496* NAD 83(1986)-  41 09 52.     (N)    078 37 10.     (W)     SCALED    
 MA0496* NAVD 88     -       421.706  (meters)    1383.55   (feet)  ADJUSTED  
 MA0496  ___________________________________________________________________
 MA0496  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 MA0496  DYNAMIC HT  -         421.498 (meters)    1382.86  (feet)  COMP
 MA0496  MODELED GRAV-     980,119.1   (mgal)                       NAVD 88
 MA0496
 MA0496  VERT ORDER  -  SECOND    CLASS 0
 MA0496
 MA0496.The horizontal coordinates were scaled from a topographic map and have
 MA0496.an estimated accuracy of +/- 6 seconds.
 MA0496
 MA0496.The orthometric height was determined by differential leveling
 MA0496.and adjusted by the National Geodetic Survey in June 1991..
 MA0496
 MA0496.The geoid height was determined by GEOID03.
 MA0496
 MA0496.The dynamic height is computed by dividing the NAVD 88
 MA0496.geopotential number by the normal gravity value computed on the
 MA0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0496.degrees latitude (g = 980.6199 gals.).
 MA0496
 MA0496.The modeled gravity was interpolated from observed gravity values.
 MA0496
 MA0496;                    North         East    Units  Estimated Accuracy
 MA0496;SPC PA N     -   111,170.      527,040.      MT  (+/- 180 meters Scaled)
 MA0496
 MA0496                          SUPERSEDED SURVEY CONTROL
 MA0496
 MA0496  NGVD 29 (??/??/92)  421.832  (m)         1383.96   (f) ADJ UNCH    2 0
 MA0496
 MA0496.Superseded values are not recommended for survey control.
 MA0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0496.See file dsdata.txt to determine how the superseded data were derived.
 MA0496
 MA0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF997597(NAD 83)
 MA0496_MARKER: Q = CHISELED SQUARE
 MA0496_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0496_SP_SET: CULVERT
 MA0496_STAMPING: BM 84
 MA0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0496
 MA0496  HISTORY     - Date     Condition        Report By
 MA0496  HISTORY     - UNK      MONUMENTED       PRR
 MA0496  HISTORY     - 1934     GOOD             NGS
 MA0496
 MA0496                          STATION DESCRIPTION
 MA0496
 MA0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0496'8.2 MI E FROM DU BOIS.
 MA0496'ABOUT 8.2 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0496'DU BOIS, CLEARFIELD COUNTY, ABOUT 2.2 MILES EAST OF SABULA,
 MA0496'ABOUT 500 FEET EAST OF MILEPOST 37, ON THE TOP OF THE NORTH
 MA0496'END OF A STONE BOX CULVERT, 24 FEET NORTH OF THE CENTER LINE OF
 MA0496'THE TRACK, AND ABOUT 10 FEET LOWER THAN THE TOP OF THE RAIL.  A
 MA0496'CHISELED SQUARE, MARKED BY THE CHISELED LETTERS BM 84.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0542 ***********************************************************************
 KX0542  DESIGNATION -  84 USGS
 KX0542  PID         -  KX0542
 KX0542  STATE/COUNTY-  PA/CAMBRIA
 KX0542  USGS QUAD   -  EBENSBURG (1994)
 KX0542
 KX0542                         *CURRENT SURVEY CONTROL
 KX0542  ___________________________________________________________________
 KX0542* NAD 83(1986)-  40 27 49.     (N)    078 40 39.     (W)     SCALED    
 KX0542* NAVD 88     -       513.466  (meters)    1684.60   (feet)  ADJUSTED  
 KX0542  ___________________________________________________________________
 KX0542  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KX0542  DYNAMIC HT  -         513.186 (meters)    1683.68  (feet)  COMP
 KX0542  MODELED GRAV-     980,062.0   (mgal)                       NAVD 88
 KX0542
 KX0542  VERT ORDER  -  SECOND    CLASS 0
 KX0542
 KX0542.The horizontal coordinates were scaled from a topographic map and have
 KX0542.an estimated accuracy of +/- 6 seconds.
 KX0542
 KX0542.The orthometric height was determined by differential leveling
 KX0542.and adjusted by the National Geodetic Survey in June 1991..
 KX0542
 KX0542.The geoid height was determined by GEOID03.
 KX0542
 KX0542.The dynamic height is computed by dividing the NAVD 88
 KX0542.geopotential number by the normal gravity value computed on the
 KX0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0542.degrees latitude (g = 980.6199 gals.).
 KX0542
 KX0542.The modeled gravity was interpolated from observed gravity values.
 KX0542
 KX0542;                    North         East    Units  Estimated Accuracy
 KX0542;SPC PA S     -   125,910.      521,340.      MT  (+/- 180 meters Scaled)
 KX0542
 KX0542                          SUPERSEDED SURVEY CONTROL
 KX0542
 KX0542  NGVD 29 (??/??/92)  513.613  (m)         1685.08   (f) ADJ UNCH    2 0
 KX0542
 KX0542.Superseded values are not recommended for survey control.
 KX0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0542.See file dsdata.txt to determine how the superseded data were derived.
 KX0542
 KX0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE969818(NAD 83)
 KX0542_MARKER: DD = SURVEY DISK
 KX0542_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0542_SP_SET: BRIDGE
 KX0542_STAMPING: 84 WHC USGS 1962
 KX0542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0542
 KX0542  HISTORY     - Date     Condition        Report By
 KX0542  HISTORY     - 1962     MONUMENTED       USGS
 KX0542  HISTORY     - 1967     GOOD             NGS
 KX0542
 KX0542                          STATION DESCRIPTION
 KX0542
 KX0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0542'4.7  MI W FROM CRESSON.
 KX0542'ABOUT 4.7 MILES WEST ALONG U.S. HIGHWAY 22 FROM THE PENNSYLVANIA
 KX0542'RAILROAD OVERPASS IN CRESSON, SET IN THE TOP OF THE SOUTHWEST
 KX0542'WINGWALL OF A BRIDGE, 49 FEET EAST OF THE APPROXIMATE CENTER OF
 KX0542'A DIRT ROAD, 29 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, AND IS
 KX0542'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1118 ***********************************************************************
 LZ1118  DESIGNATION -  8/41+17
 LZ1118  PID         -  LZ1118
 LZ1118  STATE/COUNTY-  PA/LYCOMING
 LZ1118  USGS QUAD   -  JERSEY MILLS (1983)
 LZ1118
 LZ1118                         *CURRENT SURVEY CONTROL
 LZ1118  ___________________________________________________________________
 LZ1118* NAD 83(1986)-  41 18 58.     (N)    077 26 49.     (W)     SCALED    
 LZ1118* NAVD 88     -       392.303  (meters)    1287.08   (feet)  ADJUSTED  
 LZ1118  ___________________________________________________________________
 LZ1118  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 LZ1118  DYNAMIC HT  -         392.115 (meters)    1286.46  (feet)  COMP
 LZ1118  MODELED GRAV-     980,134.4   (mgal)                       NAVD 88
 LZ1118
 LZ1118  VERT ORDER  -  SECOND    CLASS 0
 LZ1118
 LZ1118.The horizontal coordinates were scaled from a topographic map and have
 LZ1118.an estimated accuracy of +/- 6 seconds.
 LZ1118
 LZ1118.The orthometric height was determined by differential leveling
 LZ1118.and adjusted by the National Geodetic Survey in June 1991..
 LZ1118
 LZ1118.The geoid height was determined by GEOID03.
 LZ1118
 LZ1118.The dynamic height is computed by dividing the NAVD 88
 LZ1118.geopotential number by the normal gravity value computed on the
 LZ1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1118.degrees latitude (g = 980.6199 gals.).
 LZ1118
 LZ1118.The modeled gravity was interpolated from observed gravity values.
 LZ1118
 LZ1118;                    North         East    Units  Estimated Accuracy
 LZ1118;SPC PA N     -   127,690.      625,370.      MT  (+/- 180 meters Scaled)
 LZ1118
 LZ1118                          SUPERSEDED SURVEY CONTROL
 LZ1118
 LZ1118  NGVD 29 (??/??/92)  392.488  (m)         1287.69   (f) ADJ UNCH    2 0
 LZ1118
 LZ1118.Superseded values are not recommended for survey control.
 LZ1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1118.See file dsdata.txt to determine how the superseded data were derived.
 LZ1118
 LZ1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL951767(NAD 83)
 LZ1118_MARKER: DD = SURVEY DISK
 LZ1118_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1118_SP_SET: BRIDGE
 LZ1118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1118
 LZ1118  HISTORY     - Date     Condition        Report By
 LZ1118  HISTORY     - UNK      MONUMENTED       PADH
 LZ1118  HISTORY     - 1935     GOOD             NGS
 LZ1118
 LZ1118                          STATION DESCRIPTION
 LZ1118
 LZ1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ1118'5 MI NW FROM WATERVILLE.
 LZ1118'5.0 MILES NORTHWEST ALONG STATE HIGHWAY 44 FROM WATERVILLE, 132
 LZ1118'FEET WEST OF A PIPE CULVERT WITH STONE MASONRY HEAD WALLS, AT A
 LZ1118'15 FOOT CONCRETE BRIDGE AT STATION 8/41+17, IN THE TOP OF THE
 LZ1118'NORTHEAST WING WALL, 15 FEET NORTH OF THE CENTER LINE OF THE
 LZ1118'HIGHWAY AND LEVEL WITH THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1868 ***********************************************************************
 KV1868  DESIGNATION -  8.42
 KV1868  PID         -  KV1868
 KV1868  STATE/COUNTY-  PA/CHESTER
 KV1868  USGS QUAD   -  VALLEY FORGE (1992)
 KV1868
 KV1868                         *CURRENT SURVEY CONTROL
 KV1868  ___________________________________________________________________
 KV1868* NAD 83(1986)-  40 03 54.     (N)    075 25 58.     (W)     SCALED    
 KV1868* NAVD 88     -        79.918  (meters)     262.20   (feet)  ADJUSTED  
 KV1868  ___________________________________________________________________
 KV1868  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 KV1868  DYNAMIC HT  -          79.880 (meters)     262.07  (feet)  COMP
 KV1868  MODELED GRAV-     980,149.0   (mgal)                       NAVD 88
 KV1868
 KV1868  VERT ORDER  -  SECOND    CLASS 0
 KV1868
 KV1868.The horizontal coordinates were scaled from a topographic map and have
 KV1868.an estimated accuracy of +/- 6 seconds.
 KV1868
 KV1868.The orthometric height was determined by differential leveling
 KV1868.and adjusted by the National Geodetic Survey in June 1991..
 KV1868
 KV1868.The geoid height was determined by GEOID03.
 KV1868
 KV1868.The dynamic height is computed by dividing the NAVD 88
 KV1868.geopotential number by the normal gravity value computed on the
 KV1868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1868.degrees latitude (g = 980.6199 gals.).
 KV1868
 KV1868.The modeled gravity was interpolated from observed gravity values.
 KV1868
 KV1868;                    North         East    Units  Estimated Accuracy
 KV1868;SPC PA S     -    83,830.      797,660.      MT  (+/- 180 meters Scaled)
 KV1868
 KV1868                          SUPERSEDED SURVEY CONTROL
 KV1868
 KV1868  NGVD 29 (??/??/??)   80.222  (m)          263.19   (f) ADJUSTED    2 0
 KV1868
 KV1868.Superseded values are not recommended for survey control.
 KV1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1868.See file dsdata.txt to determine how the superseded data were derived.
 KV1868
 KV1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK630350(NAD 83)
 KV1868_MARKER: Q = CHISELED SQUARE
 KV1868_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1868_SP_SET: STONE
 KV1868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1868
 KV1868  HISTORY     - Date     Condition        Report By
 KV1868  HISTORY     - UNK      MONUMENTED       PRR
 KV1868  HISTORY     - 1935     GOOD             CGS
 KV1868
 KV1868                          STATION DESCRIPTION
 KV1868
 KV1868'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1868'6.7 MI W FROM NORRISTOWN.
 KV1868'IN CHESTER COUNTY, 6.7 MILES WEST ALONG THE PENNSYLVANIA RAILROAD
 KV1868'FREIGHT LINE FROM THE CROSSING OF AN ELECTRIC RAILROAD AT
 KV1868'NORRISTOWN, MONTGOMERY COUNTY, AT BRIDGE 8.42, AND ON THE TOP
 KV1868'OF THE NORTHWEST CORNER OF THE SIXTH STONE FROM THE NORTHEAST
 KV1868'CORNER OF THE BRIDGE.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1487 ***********************************************************************
 KV1487  DESIGNATION -  84+34 CNJRR
 KV1487  PID         -  KV1487
 KV1487  STATE/COUNTY-  PA/NORTHAMPTON
 KV1487  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV1487
 KV1487                         *CURRENT SURVEY CONTROL
 KV1487  ___________________________________________________________________
 KV1487* NAD 83(1986)-  40 36 59.     (N)    075 22 57.     (W)     SCALED    
 KV1487* NAVD 88     -        73.41   (+/-2cm)     240.8    (feet)  VERTCON   
 KV1487  ___________________________________________________________________
 KV1487  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 KV1487
 KV1487  VERT ORDER  -  ? (See Below)
 KV1487
 KV1487.The horizontal coordinates were scaled from a topographic map and have
 KV1487.an estimated accuracy of +/- 6 seconds.
 KV1487
 KV1487.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV1487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV1487.The vertical order pertains to the NGVD 29 superseded value.
 KV1487
 KV1487.The geoid height was determined by GEOID03.
 KV1487
 KV1487;                    North         East    Units  Estimated Accuracy
 KV1487;SPC PA S     -   145,150.      800,310.      MT  (+/- 180 meters Scaled)
 KV1487
 KV1487                          SUPERSEDED SURVEY CONTROL
 KV1487
 KV1487  NGVD 29 (??/??/??)   73.624  (m)          241.55   (f) ADJUSTED    ?  
 KV1487
 KV1487.Superseded values are not recommended for survey control.
 KV1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1487.See file dsdata.txt to determine how the superseded data were derived.
 KV1487
 KV1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK676962(NAD 83)
 KV1487_MARKER: Z = SEE DESCRIPTION
 KV1487_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1487_SP_SET: WINDOW SILL
 KV1487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1487_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1487+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2004
 KV1487
 KV1487  HISTORY     - Date     Condition        Report By
 KV1487  HISTORY     - 1932     MONUMENTED       CNJRR
 KV1487  HISTORY     - 1932     GOOD             CGS
 KV1487  HISTORY     - 1934     GOOD             CGS
 KV1487  HISTORY     - 1975     GOOD             USGS
 KV1487  HISTORY     - 20040222 GOOD             USPSQD
 KV1487  HISTORY     - 20060227 GOOD             PADT
 KV1487
 KV1487                          STATION DESCRIPTION
 KV1487
 KV1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1487'AT BETHLEHEM.
 KV1487'AT BETHLEHEM, NORTHAMPTON COUNTY, AT THE CENTRAL RAILROAD OF
 KV1487'NEW JERSEY PASSENGER STATION, ON THE SOUTH SIDE OF THE
 KV1487'BUILDING, AT THE SECOND WINDOW WEST OF THE ENTRANCE TO THE
 KV1487'MAIN WAITING ROOM, ON THE TOP OF THE STONE WINDOWSILL, AND NEAR
 KV1487'THE CHISELED LETTERS B M.  A DRESSED POINT.
 KV1487
 KV1487                          STATION RECOVERY (1934)
 KV1487
 KV1487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 KV1487'RECOVERED IN GOOD CONDITION.
 KV1487
 KV1487                          STATION RECOVERY (1975)
 KV1487
 KV1487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KV1487'RECOVERED IN GOOD CONDITION.
 KV1487
 KV1487                          STATION RECOVERY (2004)
 KV1487
 KV1487'RECOVERY NOTE BY US POWER SQUADRON 2004 (NCS)
 KV1487'RECOVERED IN GOOD CONDITION.
 KV1487
 KV1487                          STATION RECOVERY (2006)
 KV1487
 KV1487'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (SQ)
 KV1487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1506 ***********************************************************************
 KX1506  DESIGNATION -  844
 KX1506  PID         -  KX1506
 KX1506  STATE/COUNTY-  PA/CLARION
 KX1506  USGS QUAD   -  EAST BRADY (1993)
 KX1506
 KX1506                         *CURRENT SURVEY CONTROL
 KX1506  ___________________________________________________________________
 KX1506* NAD 83(1986)-  40 58 58.     (N)    079 33 03.     (W)     SCALED    
 KX1506* NAVD 88     -       257.362  (meters)     844.36   (feet)  ADJUSTED  
 KX1506  ___________________________________________________________________
 KX1506  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KX1506  DYNAMIC HT  -         257.238 (meters)     843.96  (feet)  COMP
 KX1506  MODELED GRAV-     980,136.1   (mgal)                       NAVD 88
 KX1506
 KX1506  VERT ORDER  -  SECOND    CLASS 0
 KX1506
 KX1506.The horizontal coordinates were scaled from a topographic map and have
 KX1506.an estimated accuracy of +/- 6 seconds.
 KX1506
 KX1506.The orthometric height was determined by differential leveling
 KX1506.and adjusted by the National Geodetic Survey in June 1991..
 KX1506
 KX1506.The geoid height was determined by GEOID03.
 KX1506
 KX1506.The dynamic height is computed by dividing the NAVD 88
 KX1506.geopotential number by the normal gravity value computed on the
 KX1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1506.degrees latitude (g = 980.6199 gals.).
 KX1506
 KX1506.The modeled gravity was interpolated from observed gravity values.
 KX1506
 KX1506;                    North         East    Units  Estimated Accuracy
 KX1506;SPC PA N     -    92,210.      448,460.      MT  (+/- 180 meters Scaled)
 KX1506
 KX1506                          SUPERSEDED SURVEY CONTROL
 KX1506
 KX1506  NGVD 29 (??/??/92)  257.532  (m)          844.92   (f) ADJ UNCH    2 0
 KX1506
 KX1506.Superseded values are not recommended for survey control.
 KX1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1506.See file dsdata.txt to determine how the superseded data were derived.
 KX1506
 KX1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF219378(NAD 83)
 KX1506_MARKER: DB = BENCH MARK DISK
 KX1506_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1506_SP_SET: ABUTMENT
 KX1506_STAMPING: 844 PITTSBURGH 1899
 KX1506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1506
 KX1506  HISTORY     - Date     Condition        Report By
 KX1506  HISTORY     - 1899     MONUMENTED       USGS
 KX1506  HISTORY     - 1935     POOR             NGS
 KX1506
 KX1506                          STATION DESCRIPTION
 KX1506
 KX1506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX1506'AT RED BANK.
 KX1506'AT RED BANK, CLARION COUNTY, 600 FEET SOUTH OF PENNSYLVANIA
 KX1506'RAILROAD STATION AND IN THE NORTH ABUTMENT OF THE ALLEGHENY
 KX1506'VALLEY RAILWAY BRIDGE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 KX1506'DISK, STAMPED 844 PITTSBURGH 1899.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0651 ***********************************************************************
 KW0651  DESIGNATION -  8+48 RDGRR
 KW0651  PID         -  KW0651
 KW0651  STATE/COUNTY-  PA/LANCASTER
 KW0651  USGS QUAD   -  EPHRATA (1992)
 KW0651
 KW0651                         *CURRENT SURVEY CONTROL
 KW0651  ___________________________________________________________________
 KW0651* NAD 83(1986)-  40 14 33.     (N)    076 07 33.     (W)     SCALED    
 KW0651* NAVD 88     -       123.006  (meters)     403.56   (feet)  POSTED    
 KW0651  ___________________________________________________________________
 KW0651  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 KW0651  DYNAMIC HT  -         122.940 (meters)     403.35  (feet)  COMP
 KW0651  MODELED GRAV-     980,088.7   (mgal)                       NAVD 88
 KW0651
 KW0651  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 KW0651
 KW0651.The horizontal coordinates were scaled from a topographic map and have
 KW0651.an estimated accuracy of +/- 6 seconds.
 KW0651
 KW0651.The orthometric height was determined by differential leveling
 KW0651.and adjusted by the National Geodetic Survey in 1992..
 KW0651.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 KW0651.rate of 3.1 thru 4.0 mm/km.
 KW0651
 KW0651.The geoid height was determined by GEOID03.
 KW0651
 KW0651.The dynamic height is computed by dividing the NAVD 88
 KW0651.geopotential number by the normal gravity value computed on the
 KW0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0651.degrees latitude (g = 980.6199 gals.).
 KW0651
 KW0651.The modeled gravity was interpolated from observed gravity values.
 KW0651
 KW0651;                    North         East    Units  Estimated Accuracy
 KW0651;SPC PA S     -   102,220.      738,190.      MT  (+/- 180 meters Scaled)
 KW0651
 KW0651                          SUPERSEDED SURVEY CONTROL
 KW0651
 KW0651  NGVD 29 (??/??/??)  123.250  (m)          404.36   (f) ADJUSTED    2 0
 KW0651
 KW0651.Superseded values are not recommended for survey control.
 KW0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0651.See file dsdata.txt to determine how the superseded data were derived.
 KW0651
 KW0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK042552(NAD 83)
 KW0651_MARKER: Q = CHISELED SQUARE
 KW0651_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0651_SP_SET: CULVERT
 KW0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0651+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2006
 KW0651
 KW0651  HISTORY     - Date     Condition        Report By
 KW0651  HISTORY     - UNK      MONUMENTED       RDGRR
 KW0651  HISTORY     - 1935     GOOD             CGS
 KW0651  HISTORY     - 20060409 GOOD             GEOCAC
 KW0651
 KW0651                          STATION DESCRIPTION
 KW0651
 KW0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0651'1 MI NE FROM DENVER.
 KW0651'1.0 MILE NORTHEAST ALONG THE READING CO. RAILWAY FROM THE STATION
 KW0651'AT DENVER, LANCASTER COUNTY, AT CONCRETE CULVERT 8.48, AND IN
 KW0651'THE TOP OF THE NORTH END OF THE WEST HEADWALL.  A CHISELED
 KW0651'SQUARE.
 KW0651
 KW0651                          STATION RECOVERY (2006)
 KW0651
 KW0651'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0651'HH2 N 40 14 33.1 W 076 07 33.1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3387 ***********************************************************************
 JV3387  DESIGNATION -  848 USGS
 JV3387  PID         -  JV3387
 JV3387  STATE/COUNTY-  PA/FRANKLIN
 JV3387  USGS QUAD   -  WAYNESBORO (1990)
 JV3387
 JV3387                         *CURRENT SURVEY CONTROL
 JV3387  ___________________________________________________________________
 JV3387* NAD 83(1986)-  39 50 39.     (N)    077 33 34.     (W)     SCALED    
 JV3387* NAVD 88     -       258.164  (meters)     846.99   (feet)  ADJUSTED  
 JV3387  ___________________________________________________________________
 JV3387  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 JV3387  DYNAMIC HT  -         258.011 (meters)     846.49  (feet)  COMP
 JV3387  MODELED GRAV-     980,027.0   (mgal)                       NAVD 88
 JV3387
 JV3387  VERT ORDER  -  SECOND    CLASS 0
 JV3387
 JV3387.The horizontal coordinates were scaled from a topographic map and have
 JV3387.an estimated accuracy of +/- 6 seconds.
 JV3387
 JV3387.The orthometric height was determined by differential leveling
 JV3387.and adjusted by the National Geodetic Survey in June 1991..
 JV3387
 JV3387.The geoid height was determined by GEOID03.
 JV3387
 JV3387.The dynamic height is computed by dividing the NAVD 88
 JV3387.geopotential number by the normal gravity value computed on the
 JV3387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3387.degrees latitude (g = 980.6199 gals.).
 JV3387
 JV3387.The modeled gravity was interpolated from observed gravity values.
 JV3387
 JV3387;                    North         East    Units  Estimated Accuracy
 JV3387;SPC PA S     -    56,740.      616,310.      MT  (+/- 180 meters Scaled)
 JV3387
 JV3387                          SUPERSEDED SURVEY CONTROL
 JV3387
 JV3387  NGVD 29 (??/??/??)  258.338  (m)          847.56   (f) ADJUSTED    2 0
 JV3387
 JV3387.Superseded values are not recommended for survey control.
 JV3387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3387.See file dsdata.txt to determine how the superseded data were derived.
 JV3387
 JV3387_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK810135(NAD 83)
 JV3387_MARKER: DD = SURVEY DISK
 JV3387_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3387_SP_SET: BUILDING
 JV3387_STAMPING: 848 HARRISBURG
 JV3387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3387
 JV3387  HISTORY     - Date     Condition        Report By
 JV3387  HISTORY     - UNK      MONUMENTED       USGS
 JV3387  HISTORY     - 1942     GOOD             CGS
 JV3387
 JV3387                          STATION DESCRIPTION
 JV3387
 JV3387'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3387'AT MONT ALTO.
 JV3387'AT MONT ALTO, FRANKLIN COUNTY, IN THE SOUTH WALL OF THE M.E.
 JV3387'CHURCH FACING STATE HIGHWAY 997, 33 FEET NORTH OF THE CENTERLINE
 JV3387'OF THE HIGHWAY, 12 FEET EAST OF THE CENTER OF THE ENTRANCE DOOR,
 JV3387'AND 0.8 FOOT ABOVE THE SIDEWALK.  A U.S. GEOLOGICAL SURVEY
 JV3387'STANDARD DISK, STAMPED 848 HARRISBURG AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1061 ***********************************************************************
 KX1061  DESIGNATION -  849
 KX1061  PID         -  KX1061
 KX1061  STATE/COUNTY-  PA/INDIANA
 KX1061  USGS QUAD   -  SALTSBURG (1973)
 KX1061
 KX1061                         *CURRENT SURVEY CONTROL
 KX1061  ___________________________________________________________________
 KX1061* NAD 83(1986)-  40 29 09.     (N)    079 27 10.     (W)     SCALED    
 KX1061* NAVD 88     -       258.568  (meters)     848.32   (feet)  ADJUSTED  
 KX1061  ___________________________________________________________________
 KX1061  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KX1061  DYNAMIC HT  -         258.435 (meters)     847.88  (feet)  COMP
 KX1061  MODELED GRAV-     980,102.8   (mgal)                       NAVD 88
 KX1061
 KX1061  VERT ORDER  -  FIRST     CLASS II
 KX1061
 KX1061.The horizontal coordinates were scaled from a topographic map and have
 KX1061.an estimated accuracy of +/- 6 seconds.
 KX1061
 KX1061.The orthometric height was determined by differential leveling
 KX1061.and adjusted by the National Geodetic Survey in June 1991..
 KX1061
 KX1061.The geoid height was determined by GEOID03.
 KX1061
 KX1061.The dynamic height is computed by dividing the NAVD 88
 KX1061.geopotential number by the normal gravity value computed on the
 KX1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1061.degrees latitude (g = 980.6199 gals.).
 KX1061
 KX1061.The modeled gravity was interpolated from observed gravity values.
 KX1061
 KX1061;                    North         East    Units  Estimated Accuracy
 KX1061;SPC PA S     -   129,360.      455,640.      MT  (+/- 180 meters Scaled)
 KX1061
 KX1061                          SUPERSEDED SURVEY CONTROL
 KX1061
 KX1061  NGVD 29 (??/??/92)  258.748  (m)          848.91   (f) ADJ UNCH    1 2
 KX1061
 KX1061.Superseded values are not recommended for survey control.
 KX1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1061.See file dsdata.txt to determine how the superseded data were derived.
 KX1061
 KX1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE311828(NAD 83)
 KX1061_MARKER: DD = SURVEY DISK
 KX1061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1061_SP_SET: BRIDGE
 KX1061_STAMPING: 849 PITTSBURGH
 KX1061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1061
 KX1061  HISTORY     - Date     Condition        Report By
 KX1061  HISTORY     - UNK      MONUMENTED       USGS
 KX1061  HISTORY     - 1931     GOOD             NGS
 KX1061
 KX1061                          STATION DESCRIPTION
 KX1061
 KX1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 KX1061'AT SALTSBURG.
 KX1061'AT SALTSBURG, INDIANA COUNTY, ON WASHINGTON STREET, AT THE
 KX1061'COUNTY BRIDGE, IN THE TOP OF A 3-FOOT SQUARE STONE FORMING PART
 KX1061'OF A MASONRY RETAINING WALL LEADING DOWNSTREAM FROM THE DOWNSTREAM
 KX1061'WING OF THE BRIDGE, 2 FEET FROM THE DOWNSTREAM WING OF THE BRIDGE,
 KX1061'AND ABOUT LEVEL WITH THE STREET.  A UNITED STATES GEOLOGICAL
 KX1061'SURVEY STANDARD DISK, STAMPED 849 PITTTSBURGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0725 ***********************************************************************
 LZ0725  DESIGNATION -  849.5
 LZ0725  PID         -  LZ0725
 LZ0725  STATE/COUNTY-  PA/TIOGA
 LZ0725  USGS QUAD   -  CEDAR RUN (1994)
 LZ0725
 LZ0725                         *CURRENT SURVEY CONTROL
 LZ0725  ___________________________________________________________________
 LZ0725* NAD 83(1986)-  41 32 24.     (N)    077 24 22.     (W)     SCALED    
 LZ0725* NAVD 88     -       258.825  (meters)     849.16   (feet)  ADJUSTED  
 LZ0725  ___________________________________________________________________
 LZ0725  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 LZ0725  DYNAMIC HT  -         258.714 (meters)     848.80  (feet)  COMP
 LZ0725  MODELED GRAV-     980,185.6   (mgal)                       NAVD 88
 LZ0725
 LZ0725  VERT ORDER  -  SECOND    CLASS 0
 LZ0725
 LZ0725.The horizontal coordinates were scaled from a topographic map and have
 LZ0725.an estimated accuracy of +/- 6 seconds.
 LZ0725
 LZ0725.The orthometric height was determined by differential leveling
 LZ0725.and adjusted by the National Geodetic Survey in June 1991..
 LZ0725
 LZ0725.The geoid height was determined by GEOID03.
 LZ0725
 LZ0725.The dynamic height is computed by dividing the NAVD 88
 LZ0725.geopotential number by the normal gravity value computed on the
 LZ0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0725.degrees latitude (g = 980.6199 gals.).
 LZ0725
 LZ0725.The modeled gravity was interpolated from observed gravity values.
 LZ0725
 LZ0725;                    North         East    Units  Estimated Accuracy
 LZ0725;SPC PA N     -   152,570.      628,690.      MT  (+/- 180 meters Scaled)
 LZ0725
 LZ0725                          SUPERSEDED SURVEY CONTROL
 LZ0725
 LZ0725  NGVD 29 (??/??/92)  258.988  (m)          849.70   (f) ADJ UNCH    2 0
 LZ0725
 LZ0725.Superseded values are not recommended for survey control.
 LZ0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0725.See file dsdata.txt to determine how the superseded data were derived.
 LZ0725
 LZ0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM992015(NAD 83)
 LZ0725_MARKER: Q = CHISELED SQUARE
 LZ0725_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0725_SP_SET: ABUTMENT
 LZ0725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0725
 LZ0725  HISTORY     - Date     Condition        Report By
 LZ0725  HISTORY     - UNK      MONUMENTED       USGS
 LZ0725  HISTORY     - 1934     GOOD             NGS
 LZ0725
 LZ0725                          STATION DESCRIPTION
 LZ0725
 LZ0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0725'1.8 MI S FROM BLACKWELL.
 LZ0725'ABOUT 1.8 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LZ0725'BLACKWELL, TIOGA COUNTY, AT 13-FOOT SPAN CULVERT 137, ON THE EAST
 LZ0725'SIDE OF THE TOP OF THE NORTH ABUTMENT, 4 FEET EAST OF THE EAST
 LZ0725'RAIL, AND ABOUT 3 FEET LOWER THAN THE TOP OF THE RAIL.  A
 LZ0725'CHISELED SQUARE, MARKED BY THE PAINTED LETTERS B M 849.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1513 ***********************************************************************
 MA1513  DESIGNATION -  85
 MA1513  PID         -  MA1513
 MA1513  STATE/COUNTY-  PA/ERIE
 MA1513  USGS QUAD   -  WATERFORD (1975)
 MA1513
 MA1513                         *CURRENT SURVEY CONTROL
 MA1513  ___________________________________________________________________
 MA1513* NAD 83(1986)-  41 59 56.     (N)    079 59 28.     (W)     SCALED    
 MA1513* NAVD 88     -       369.219  (meters)    1211.35   (feet)  ADJUSTED  
 MA1513  ___________________________________________________________________
 MA1513  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 MA1513  DYNAMIC HT  -         369.074 (meters)    1210.87  (feet)  COMP
 MA1513  MODELED GRAV-     980,219.1   (mgal)                       NAVD 88
 MA1513
 MA1513  VERT ORDER  -  FIRST     CLASS II
 MA1513
 MA1513.The horizontal coordinates were scaled from a topographic map and have
 MA1513.an estimated accuracy of +/- 6 seconds.
 MA1513
 MA1513.The orthometric height was determined by differential leveling
 MA1513.and adjusted by the National Geodetic Survey in June 1991..
 MA1513
 MA1513.The geoid height was determined by GEOID03.
 MA1513
 MA1513.The dynamic height is computed by dividing the NAVD 88
 MA1513.geopotential number by the normal gravity value computed on the
 MA1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1513.degrees latitude (g = 980.6199 gals.).
 MA1513
 MA1513.The modeled gravity was interpolated from observed gravity values.
 MA1513
 MA1513;                    North         East    Units  Estimated Accuracy
 MA1513;SPC PA N     -   205,880.      414,340.      MT  (+/- 180 meters Scaled)
 MA1513
 MA1513                          SUPERSEDED SURVEY CONTROL
 MA1513
 MA1513  NGVD 29 (??/??/92)  369.384  (m)         1211.89   (f) ADJ UNCH    1 2
 MA1513
 MA1513.Superseded values are not recommended for survey control.
 MA1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1513.See file dsdata.txt to determine how the superseded data were derived.
 MA1513
 MA1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG835501(NAD 83)
 MA1513_MARKER: B = BOLT
 MA1513_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1513_SP_SET: ABUTMENT
 MA1513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1513
 MA1513  HISTORY     - Date     Condition        Report By
 MA1513  HISTORY     - UNK      MONUMENTED       PRR
 MA1513  HISTORY     - 1941     GOOD             NGS
 MA1513  HISTORY     - 1950     GOOD             NGS
 MA1513
 MA1513                          STATION DESCRIPTION
 MA1513
 MA1513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MA1513'3.8 MI N FROM WATERFORD.
 MA1513'3.8 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA1513'AT WATERFORD, ERIE COUNTY, AT BRIDGE NO. 14.69, IN THE SOUTHWEST
 MA1513'CORNER OF THE SOUTHEAST STONE ABUTMENT, 1 FOOT SOUTHEAST OF THE
 MA1513'NORTHWEST EDGE, 15 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 MA1513'TRACK, 71.5 FEET SOUTH OF BENCH MARK 1214 (U.S.G.S.) DESCRIBED
 MA1513'ABOVE, AND 5.7 FEET LOWER THAN THE TRACK.  A COPPER BOLT, NEAR
 MA1513'THE CHISELED LETTERS BM 85.
 MA1513
 MA1513                          STATION RECOVERY (1950)
 MA1513
 MA1513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MA1513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0758 ***********************************************************************
 KW0758  DESIGNATION -  85 PRR
 KW0758  PID         -  KW0758
 KW0758  STATE/COUNTY-  PA/LANCASTER
 KW0758  USGS QUAD   -  COLUMBIA EAST (1995)
 KW0758
 KW0758                         *CURRENT SURVEY CONTROL
 KW0758  ___________________________________________________________________
 KW0758* NAD 83(1986)-  40 05 14.     (N)    076 22 43.     (W)     SCALED    
 KW0758* NAVD 88     -       107.855  (meters)     353.85   (feet)  ADJUSTED  
 KW0758  ___________________________________________________________________
 KW0758  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 KW0758  DYNAMIC HT  -         107.798 (meters)     353.67  (feet)  COMP
 KW0758  MODELED GRAV-     980,104.1   (mgal)                       NAVD 88
 KW0758
 KW0758  VERT ORDER  -  SECOND    CLASS 0
 KW0758
 KW0758.The horizontal coordinates were scaled from a topographic map and have
 KW0758.an estimated accuracy of +/- 6 seconds.
 KW0758
 KW0758.The orthometric height was determined by differential leveling
 KW0758.and adjusted by the National Geodetic Survey in June 1991..
 KW0758
 KW0758.The geoid height was determined by GEOID03.
 KW0758
 KW0758.The dynamic height is computed by dividing the NAVD 88
 KW0758.geopotential number by the normal gravity value computed on the
 KW0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0758.degrees latitude (g = 980.6199 gals.).
 KW0758
 KW0758.The modeled gravity was interpolated from observed gravity values.
 KW0758
 KW0758;                    North         East    Units  Estimated Accuracy
 KW0758;SPC PA S     -    84,620.      716,950.      MT  (+/- 180 meters Scaled)
 KW0758
 KW0758                          SUPERSEDED SURVEY CONTROL
 KW0758
 KW0758  NGVD 29 (??/??/??)  108.105  (m)          354.67   (f) ADJUSTED    2 0
 KW0758
 KW0758.Superseded values are not recommended for survey control.
 KW0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0758.See file dsdata.txt to determine how the superseded data were derived.
 KW0758
 KW0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK824383(NAD 83)
 KW0758_MARKER: Q = CHISELED SQUARE
 KW0758_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0758_SP_SET: BRIDGE COPING STONE
 KW0758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0758_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0758+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2004
 KW0758
 KW0758  HISTORY     - Date     Condition        Report By
 KW0758  HISTORY     - UNK      MONUMENTED       PRR
 KW0758  HISTORY     - 1935     GOOD             CGS
 KW0758  HISTORY     - 1936     GOOD             CGS
 KW0758  HISTORY     - 20040620 GOOD             GEOCAC
 KW0758
 KW0758                          STATION DESCRIPTION
 KW0758
 KW0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0758'2.4 MI SE FROM LANDISVILLE.
 KW0758'ABOUT 2.4 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW0758'THE CROSSING OF THE READING CO. RAILWAY AT LANDISVILLE, LANCASTER
 KW0758'COUNTY, AT THE SOUTHEAST CORNER OF BRIDGE 73.22, ON THE TOP OF
 KW0758'A LARGE COPING STONE, AND ABOUT 5 FEET LOWER THAN THE TRACK.
 KW0758'A CHISELED SQUARE.
 KW0758
 KW0758                          STATION RECOVERY (1936)
 KW0758
 KW0758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 KW0758'RECOVERED IN GOOD CONDITION.
 KW0758
 KW0758                          STATION RECOVERY (2004)
 KW0758
 KW0758'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2203 ***********************************************************************
 KW2203  DESIGNATION -  85 PRR
 KW2203  PID         -  KW2203
 KW2203  STATE/COUNTY-  PA/HUNTINGDON
 KW2203  USGS QUAD   -  MOUNT UNION (1971)
 KW2203
 KW2203                         *CURRENT SURVEY CONTROL
 KW2203  ___________________________________________________________________
 KW2203* NAD 83(1986)-  40 27 48.     (N)    077 58 56.     (W)     SCALED    
 KW2203* NAVD 88     -       184.756  (meters)     606.15   (feet)  POSTED    
 KW2203  ___________________________________________________________________
 KW2203  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 KW2203  DYNAMIC HT  -         184.660 (meters)     605.84  (feet)  COMP
 KW2203  MODELED GRAV-     980,112.0   (mgal)                       NAVD 88
 KW2203
 KW2203  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KW2203
 KW2203.The horizontal coordinates were scaled from a topographic map and have
 KW2203.an estimated accuracy of +/- 6 seconds.
 KW2203
 KW2203.The orthometric height was determined by differential leveling
 KW2203.and adjusted by the National Geodetic Survey in 1992..
 KW2203.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KW2203.rate of 0.0 thru 1.0 mm/km.
 KW2203
 KW2203.The geoid height was determined by GEOID03.
 KW2203
 KW2203.The dynamic height is computed by dividing the NAVD 88
 KW2203.geopotential number by the normal gravity value computed on the
 KW2203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2203.degrees latitude (g = 980.6199 gals.).
 KW2203
 KW2203.The modeled gravity was interpolated from observed gravity values.
 KW2203
 KW2203;                    North         East    Units  Estimated Accuracy
 KW2203;SPC PA S     -   125,500.      580,310.      MT  (+/- 180 meters Scaled)
 KW2203
 KW2203                          SUPERSEDED SURVEY CONTROL
 KW2203
 KW2203  NGVD 29 (??/??/??)  184.963  (m)          606.83   (f) ADJUSTED    2 0
 KW2203
 KW2203.Superseded values are not recommended for survey control.
 KW2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2203.See file dsdata.txt to determine how the superseded data were derived.
 KW2203
 KW2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK471834(NAD 83)
 KW2203_MARKER: B = BOLT
 KW2203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2203_SP_SET: CULVERT
 KW2203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2203
 KW2203  HISTORY     - Date     Condition        Report By
 KW2203  HISTORY     - UNK      MONUMENTED       PRR
 KW2203  HISTORY     - 1966     MARK NOT FOUND   CGS
 KW2203
 KW2203                          STATION DESCRIPTION
 KW2203
 KW2203'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2203'AT ARDENHIEM.
 KW2203'AT ARDENHEIM, HUNTINGDON COUNTY, 300 FEET WEST OF THE PENNSYLVANIA
 KW2203'RAILROAD STATION, AND IN THE NORTH END OF A CULVERT.  A COPPER
 KW2203'BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1504 ***********************************************************************
 KX1504  DESIGNATION -  852
 KX1504  PID         -  KX1504
 KX1504  STATE/COUNTY-  PA/CLARION
 KX1504  USGS QUAD   -  EAST BRADY (1993)
 KX1504
 KX1504                         *CURRENT SURVEY CONTROL
 KX1504  ___________________________________________________________________
 KX1504* NAD 83(1986)-  40 59 23.     (N)    079 36 45.     (W)     SCALED    
 KX1504* NAVD 88     -       259.784  (meters)     852.31   (feet)  ADJUSTED  
 KX1504  ___________________________________________________________________
 KX1504  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KX1504  DYNAMIC HT  -         259.662 (meters)     851.91  (feet)  COMP
 KX1504  MODELED GRAV-     980,147.1   (mgal)                       NAVD 88
 KX1504
 KX1504  VERT ORDER  -  SECOND    CLASS 0
 KX1504
 KX1504.The horizontal coordinates were scaled from a topographic map and have
 KX1504.an estimated accuracy of +/- 6 seconds.
 KX1504
 KX1504.The orthometric height was determined by differential leveling
 KX1504.and adjusted by the National Geodetic Survey in June 1991..
 KX1504
 KX1504.The geoid height was determined by GEOID03.
 KX1504
 KX1504.The dynamic height is computed by dividing the NAVD 88
 KX1504.geopotential number by the normal gravity value computed on the
 KX1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1504.degrees latitude (g = 980.6199 gals.).
 KX1504
 KX1504.The modeled gravity was interpolated from observed gravity values.
 KX1504
 KX1504;                    North         East    Units  Estimated Accuracy
 KX1504;SPC PA N     -    93,090.      443,290.      MT  (+/- 180 meters Scaled)
 KX1504
 KX1504                          SUPERSEDED SURVEY CONTROL
 KX1504
 KX1504  NGVD 29 (??/??/92)  259.957  (m)          852.88   (f) ADJ UNCH    2 0
 KX1504
 KX1504.Superseded values are not recommended for survey control.
 KX1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1504.See file dsdata.txt to determine how the superseded data were derived.
 KX1504
 KX1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF167385(NAD 83)
 KX1504_MARKER: DB = BENCH MARK DISK
 KX1504_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1504_SP_SET: BRIDGE
 KX1504_STAMPING: 852 PITTSBURG 1899
 KX1504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1504
 KX1504  HISTORY     - Date     Condition        Report By
 KX1504  HISTORY     - 1899     MONUMENTED       USGS
 KX1504  HISTORY     - 1935     GOOD             NGS
 KX1504  HISTORY     - 1973     GOOD             PADT
 KX1504  HISTORY     - 19990218 GOOD             PADT
 KX1504
 KX1504                          STATION DESCRIPTION
 KX1504
 KX1504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX1504'AT EAST BRADY.
 KX1504'AT EAST BRADY, CLARION COUNTY, 82.6 FEET NORTHWEST OF THE CENTER
 KX1504'OF THE CROSSING OF THE PENNSYLVANIA RAILROAD AND STATE HIGHWAY
 KX1504'68, IN THE TOP OF THE SOUTH WING WALL OF A HIGHWAY BRIDGE, 16.1
 KX1504'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 18.6 FEET
 KX1504'SOUTH OF THE SOUTH CORNER OF THE STEEL FRAMEWORK OF THE BRIDGE.
 KX1504'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 852
 KX1504'PITTSBURG 1899.  NOTE-- RR GRADE IN DESC. IS NO LONGER THERE.
 KX1504'BENCH MARK IS LOCATED IN S.E. WING WALL OF BRIDGE OVER THE ALLEGHENY
 KX1504'RIVER.
 KX1504
 KX1504                          STATION RECOVERY (1973)
 KX1504
 KX1504'RECOVERY NOTE BY PA DEPT OF TRANSP 1973
 KX1504'RECOVERED IN GOOD CONDITION.
 KX1504
 KX1504                          STATION RECOVERY (1999)
 KX1504
 KX1504'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (SMM)
 KX1504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1344 ***********************************************************************
 LY1344  DESIGNATION -  853.89
 LY1344  PID         -  LY1344
 LY1344  STATE/COUNTY-  PA/LACKAWANNA
 LY1344  USGS QUAD   -  OLYPHANT (1994)
 LY1344
 LY1344                         *CURRENT SURVEY CONTROL
 LY1344  ___________________________________________________________________
 LY1344* NAD 83(1986)-  41 28 43.     (N)    075 33 37.     (W)     SCALED    
 LY1344* NAVD 88     -       260.202  (meters)     853.68   (feet)  ADJUSTED  
 LY1344  ___________________________________________________________________
 LY1344  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 LY1344  DYNAMIC HT  -         260.100 (meters)     853.34  (feet)  COMP
 LY1344  MODELED GRAV-     980,222.8   (mgal)                       NAVD 88
 LY1344
 LY1344  VERT ORDER  -  SECOND    CLASS 0
 LY1344
 LY1344.The horizontal coordinates were scaled from a topographic map and have
 LY1344.an estimated accuracy of +/- 6 seconds.
 LY1344
 LY1344.The orthometric height was determined by differential leveling
 LY1344.and adjusted by the National Geodetic Survey in June 1991..
 LY1344
 LY1344.The geoid height was determined by GEOID03.
 LY1344
 LY1344.The dynamic height is computed by dividing the NAVD 88
 LY1344.geopotential number by the normal gravity value computed on the
 LY1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1344.degrees latitude (g = 980.6199 gals.).
 LY1344
 LY1344.The modeled gravity was interpolated from observed gravity values.
 LY1344
 LY1344;                    North         East    Units  Estimated Accuracy
 LY1344;SPC PA N     -   148,010.      782,870.      MT  (+/- 180 meters Scaled)
 LY1344
 LY1344                          SUPERSEDED SURVEY CONTROL
 LY1344
 LY1344  NGVD 29 (??/??/92)  260.408  (m)          854.36   (f) ADJ UNCH    2 0
 LY1344
 LY1344.Superseded values are not recommended for survey control.
 LY1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1344.See file dsdata.txt to determine how the superseded data were derived.
 LY1344
 LY1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL532920(NAD 83)
 LY1344_MARKER: X = CHISELED CROSS
 LY1344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1344_SP_SET: CULVERT
 LY1344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1344
 LY1344  HISTORY     - Date     Condition        Report By
 LY1344  HISTORY     - UNK      MONUMENTED       DHRR
 LY1344  HISTORY     - 1934     GOOD             NGS
 LY1344  HISTORY     - 20000601 GOOD             PADT
 LY1344
 LY1344                          STATION DESCRIPTION
 LY1344
 LY1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY1344'0.6 MI N FROM JESSUP-PECKVILLE.
 LY1344'0.6 MILE NORTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM
 LY1344'JESSUP-PECKVILLE, LACKAWANNA COUNTY, 560 FEET SOUTH OF SIGNAL
 LY1344'TOWER 184/1, AT A 10-FOOT ARCH CULVERT, ON THE SOUTHEAST CORNER,
 LY1344'30 FEET EAST OF THE CENTERLINE OF THE EAST-BOUND TRACK, AND
 LY1344'ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A CHISELED CROSS.
 LY1344
 LY1344                          STATION RECOVERY (2000)
 LY1344
 LY1344'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (MBJ)
 LY1344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2129 ***********************************************************************
 AJ2129  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2129  DESIGNATION -  854 5240 J TIDAL
 AJ2129  PID         -  AJ2129
 AJ2129  STATE/COUNTY-  PA/PHILADELPHIA
 AJ2129  USGS QUAD   -  PHILADELPHIA (1994)
 AJ2129
 AJ2129                         *CURRENT SURVEY CONTROL
 AJ2129  ___________________________________________________________________
 AJ2129* NAD 83(1992)-  39 56 02.44915(N)    075 08 27.00225(W)     ADJUSTED  
 AJ2129* NAVD 88     -         3.7    (meters)      12.     (feet)  GPS OBS   
 AJ2129  ___________________________________________________________________
 AJ2129  X           -   1,255,906.686 (meters)                     COMP
 AJ2129  Y           -  -4,733,618.266 (meters)                     COMP
 AJ2129  Z           -   4,072,351.512 (meters)                     COMP
 AJ2129  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 AJ2129  ELLIP HEIGHT-         -29.21  (meters)          (03/28/01) GPS OBS
 AJ2129  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 AJ2129
 AJ2129  HORZ ORDER  -  A
 AJ2129  ELLP ORDER  -  THIRD     CLASS II
 AJ2129
 AJ2129.The horizontal coordinates were established by GPS observations
 AJ2129.and adjusted by the National Geodetic Survey in March 2001..
 AJ2129
 AJ2129.The orthometric height was determined by GPS observations and a
 AJ2129.high-resolution geoid model.
 AJ2129
 AJ2129.Photographs are available for this station.
 AJ2129
 AJ2129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2129
 AJ2129.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2129
 AJ2129.The ellipsoidal height was determined by GPS observations
 AJ2129.and is referenced to NAD 83.
 AJ2129
 AJ2129.The geoid height was determined by GEOID03.
 AJ2129
 AJ2129;                    North         East     Units Scale Factor Converg.
 AJ2129;SPC PA S     -    69,990.771   822,988.601   MT  0.99999989   +1 41 34.1
 AJ2129;SPC PA S     -   229,628.05  2,700,088.44   sFT  0.99999989   +1 41 34.1
 AJ2129;UTM  18      - 4,420,442.914   487,966.890   MT  0.99960178   -0 05 25.4
 AJ2129
 AJ2129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2129!SPC PA S     -   1.00000458  x   0.99999989  =   1.00000447
 AJ2129!UTM  18      -   1.00000458  x   0.99960178  =   0.99960636
 AJ2129
 AJ2129                          SUPERSEDED SURVEY CONTROL
 AJ2129
 AJ2129.No superseded survey control is available for this station.
 AJ2129
 AJ2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8796720443(NAD 83)
 AJ2129_MARKER: DJ = TIDAL STATION DISK
 AJ2129_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AJ2129_SP_SET: SEAWALL
 AJ2129_STAMPING: 5240 J 1997
 AJ2129_MARK LOGO: NOS   
 AJ2129_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2129+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003
 AJ2129
 AJ2129  HISTORY     - Date     Condition        Report By
 AJ2129  HISTORY     - 1997     MONUMENTED       NOS
 AJ2129  HISTORY     - 20000317 GOOD             NGS
 AJ2129  HISTORY     - 20000927 GOOD             NGS
 AJ2129  HISTORY     - 20030923 GOOD             PADT
 AJ2129
 AJ2129                          STATION DESCRIPTION
 AJ2129
 AJ2129'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AJ2129'THE STATION IS IN THE SOUTHEAST SECTION OF PHILADELPHIA, NEAR THE
 AJ2129'NORTHEAST CORNER OF THE SEA WALL OF THE US COAST GUARD STATION
 AJ2129'PROPERTY, AT THE JUNCTION OF CHRISTOPHER COLUMBUS BOULEVARD AND
 AJ2129'WASHINGTON AVENUE.  OWNERSHIP--US COAST GUARD.  CONTACT CAPTAIN GREG
 AJ2129'ADAMS OR THE DUTY OFFICER ONE DAY IN ADVANCE BEFORE OCCUPYING THE
 AJ2129'STATION, PHONE 215-271-4800 OR 271-4940.  TO REACH THE STATION FROM
 AJ2129'THE TOLL PLAZA AT THE WEST END OF THE WALT WHITMAN BRIDGE OVER THE
 AJ2129'DELAWARE RIVER, GO WEST FOR 0.16 KM (0.10 MI) TO EXIT 47.  BEAR RIGHT,
 AJ2129'WESTERLY ON THE EXIT RAMP AND FOLLOW SIGNS TO FRONT STREET. TURN NORTH
 AJ2129'ON FRONT STREET AND GO 0.48 KM (0.30 MI) TO THE INTERSECTION OF OREGON
 AJ2129'AVENUE.  TURN RIGHT, EAST ON OREGON AVENUE FOR 1.13 KM (0.70 MI) TO
 AJ2129'THE T-JUNCTION OF CHRISTOPHER COLUMBUS BOULEVARD.  TURN LEFT, NORTH ON
 AJ2129'THE BOULEVARD FOR 2.74 KM (1.70 MI) TO THE JUNCTION OF WASHINGTON
 AJ2129'AVENUE ON THE LEFT AND THE ENTRANCE DRIVE OF THE US COAST GUARD
 AJ2129'STATION ON THE RIGHT.  TURN RIGHT, EAST ON THE DRIVE AND BEAR LEFT
 AJ2129'INTO THE VISITOR PARKING LOT.  AT THIS POINT YOU NEED TO ENTER THE
 AJ2129'COAST GUARD BUILDING FOR A VISITOR PASS AND AN ESCORT TO THE STATION.
 AJ2129'ACCESS TO THE STATION IS THROUGH THE LOCKED GATE JUST NORTH OF THE
 AJ2129'VISITOR PARKING LOT.  PASS THROUGH THE GATE AND GO EAST FOR ABOUT 0.08
 AJ2129'KM (0.05 MI) TO THE EAST END OF THE ENGINEERING BUILDING.  BEAR LEFT,
 AJ2129'NORTHEASTERLY FOR ABOUT 0.08 KM (0.05 MI) TO THE NORTHEAST CORNER OF
 AJ2129'THE SEA WALL AND THE STATION ON THE LEFT, ON THE NORTH SIDE OF A
 AJ2129'MOORING ANCHOR.  THE STATION IS SET IN A DRILL HOLE IN TOP OF AND NEAR
 AJ2129'THE NORTHEAST CORNER OF THE SEA WALL AROUND THE US COAST GUARD
 AJ2129'PROPERTY.  LOCATED 8.45 M (27.72 FT) WEST OF A BOLLARD AT THE
 AJ2129'NORTHEAST CORNER OF THE SEA WALL, 7.41 M (24.31 FT) EAST OF A CORPS OF
 AJ2129'ENGINEERS SURVEY DISK IN THE SEA WALL AND 0.35 M (1.15 FT) NORTH OF
 AJ2129'THE FIRST MOORING ANCHOR FROM THE NORTHEAST CORNER OF THE SEA WALL.
 AJ2129
 AJ2129                          STATION RECOVERY (2000)
 AJ2129
 AJ2129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AJ2129'RECOVERED AS DESCRIBED.
 AJ2129'
 AJ2129
 AJ2129                          STATION RECOVERY (2003)
 AJ2129
 AJ2129'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (MBJ)
 AJ2129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0730 ***********************************************************************
 JU0730  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0730  DESIGNATION -  854 5530 TIDAL 21
 JU0730  PID         -  JU0730
 JU0730  STATE/COUNTY-  PA/PHILADELPHIA
 JU0730  USGS QUAD   -  PHILADELPHIA (1994)
 JU0730
 JU0730                         *CURRENT SURVEY CONTROL
 JU0730  ___________________________________________________________________
 JU0730* NAD 83(1986)-  39 57 09.     (N)    075 08 18.     (W)     SCALED    
 JU0730* NAVD 88     -         2.913  (meters)       9.56   (feet)  ADJUSTED  
 JU0730  ___________________________________________________________________
 JU0730  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU0730  DYNAMIC HT  -           2.912 (meters)       9.55  (feet)  COMP
 JU0730  MODELED GRAV-     980,183.4   (mgal)                       NAVD 88
 JU0730
 JU0730  VERT ORDER  -  FIRST     CLASS II
 JU0730
 JU0730.The horizontal coordinates were scaled from a topographic map and have
 JU0730.an estimated accuracy of +/- 6 seconds.
 JU0730
 JU0730.The orthometric height was determined by differential leveling
 JU0730.and adjusted by the National Geodetic Survey in June 1991..
 JU0730
 JU0730.This Tidal Bench Mark is designated as VM 364
 JU0730.by the Center for Operational Oceanographic Products and Services.
 JU0730
 JU0730.The geoid height was determined by GEOID03.
 JU0730
 JU0730.The dynamic height is computed by dividing the NAVD 88
 JU0730.geopotential number by the normal gravity value computed on the
 JU0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0730.degrees latitude (g = 980.6199 gals.).
 JU0730
 JU0730.The modeled gravity was interpolated from observed gravity values.
 JU0730
 JU0730;                    North         East    Units  Estimated Accuracy
 JU0730;SPC PA S     -    72,050.      823,140.      MT  (+/- 180 meters Scaled)
 JU0730
 JU0730                          SUPERSEDED SURVEY CONTROL
 JU0730
 JU0730  NGVD 29 (01/10/92)    3.230  (m)           10.60   (f) ADJUSTED    1 2
 JU0730
 JU0730.Superseded values are not recommended for survey control.
 JU0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0730.See file dsdata.txt to determine how the superseded data were derived.
 JU0730
 JU0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK881224(NAD 83)
 JU0730_MARKER: DJ = TIDAL STATION DISK
 JU0730_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0730_SP_SET: STEPS
 JU0730_STAMPING: 21 1922 ELEV 10.755 FT
 JU0730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0730
 JU0730  HISTORY     - Date     Condition        Report By
 JU0730  HISTORY     - 1922     MONUMENTED       CGS
 JU0730  HISTORY     - 1967     GOOD             CGS
 JU0730  HISTORY     - 1979     GOOD             NGS
 JU0730  HISTORY     - 19950125 MARK NOT FOUND   NJGS
 JU0730
 JU0730                          STATION DESCRIPTION
 JU0730
 JU0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JU0730'AT PHILADELPHIA.
 JU0730'A STANDARD DISK, STAMPED 21 1922 ELEV. 10.755 FT, SET IN COPING
 JU0730'OF STEPS AT OFFSHORE SIDE OF UNITED FRUIT COMPANY MUNICIPAL
 JU0730'PIER NO. 9, NORTH, ON DELAWARE AVENUE BETWEEN ARCH AND RACE
 JU0730'STREETS.  NOTE-- IT HAS BEEN NOTED THAT TIDAL SURVEY PARTIES HAVE
 JU0730'RECOVERED AND LEVELED TO THIS MARK EVERY YEAR SINCE AND INCLUDING
 JU0730'1963.
 JU0730
 JU0730                          STATION RECOVERY (1979)
 JU0730
 JU0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0730'IN PHILADELPHIA, AT JUNCTION OF DELAWARE AVENUE AND RACE STREET, SET
 JU0730'IN COPING OF STEPS AT OFFSHORE SIDE (BACK OF BUILDING) OF PIER NO. 9
 JU0730'NORTH, 3.2 FEET EAST OF THE EAST EDGE OF THE BUILDING, 4 FEET SOUTH
 JU0730'OF THE SOUTH EDGE OF BUILDING ON PIER NO. 9.
 JU0730'THE MARK IS 1 FT ABOVE CONCRETE WALK.
 JU0730
 JU0730                          STATION RECOVERY (1995)
 JU0730
 JU0730'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0730'THE STATION WAS NOT RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0721 ***********************************************************************
 JU0721  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0721  DESIGNATION -  854 5530 TIDAL 23
 JU0721  PID         -  JU0721
 JU0721  STATE/COUNTY-  PA/PHILADELPHIA
 JU0721  USGS QUAD   -  PHILADELPHIA (1994)
 JU0721
 JU0721                         *CURRENT SURVEY CONTROL
 JU0721  ___________________________________________________________________
 JU0721* NAD 83(1986)-  39 57 13.     (N)    075 08 25.     (W)     SCALED    
 JU0721* NAVD 88     -         2.025  (meters)       6.64   (feet)  ADJUSTED  
 JU0721  ___________________________________________________________________
 JU0721  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JU0721  DYNAMIC HT  -           2.024 (meters)       6.64  (feet)  COMP
 JU0721  MODELED GRAV-     980,183.1   (mgal)                       NAVD 88
 JU0721
 JU0721  VERT ORDER  -  FIRST     CLASS I
 JU0721
 JU0721.The horizontal coordinates were scaled from a topographic map and have
 JU0721.an estimated accuracy of +/- 6 seconds.
 JU0721
 JU0721.The orthometric height was determined by differential leveling
 JU0721.and adjusted by the National Geodetic Survey in June 1991..
 JU0721.WARNING-Repeat measurements at this control monument indicate possible
 JU0721.vertical movement.
 JU0721
 JU0721.This Tidal Bench Mark is designated as VM 363
 JU0721.by the Center for Operational Oceanographic Products and Services.
 JU0721
 JU0721.This Tidal Bench Mark is designated as VM 13162
 JU0721.by the Center for Operational Oceanographic Products and Services.
 JU0721
 JU0721.The geoid height was determined by GEOID03.
 JU0721
 JU0721.The dynamic height is computed by dividing the NAVD 88
 JU0721.geopotential number by the normal gravity value computed on the
 JU0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0721.degrees latitude (g = 980.6199 gals.).
 JU0721
 JU0721.The modeled gravity was interpolated from observed gravity values.
 JU0721
 JU0721;                    North         East    Units  Estimated Accuracy
 JU0721;SPC PA S     -    72,170.      822,970.      MT  (+/- 180 meters Scaled)
 JU0721
 JU0721                          SUPERSEDED SURVEY CONTROL
 JU0721
 JU0721  NGVD 29 (01/10/92)    2.342  (m)            7.68   (f) ADJUSTED    1 1
 JU0721
 JU0721.Superseded values are not recommended for survey control.
 JU0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0721.See file dsdata.txt to determine how the superseded data were derived.
 JU0721
 JU0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK880226(NAD 83)
 JU0721_MARKER: DJ = TIDAL STATION DISK
 JU0721_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0721_SP_SET: STEP
 JU0721_STAMPING: ELEV 7.894 23 1922
 JU0721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0721_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0721+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2004
 JU0721
 JU0721  HISTORY     - Date     Condition        Report By
 JU0721  HISTORY     - 1922     MONUMENTED       CGS
 JU0721  HISTORY     - 1963     GOOD             CGS
 JU0721  HISTORY     - 1979     GOOD             NGS
 JU0721  HISTORY     - 19981031 GOOD             USPSQD
 JU0721  HISTORY     - 20040707 GOOD             GEOCAC
 JU0721
 JU0721                          STATION DESCRIPTION
 JU0721
 JU0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0721'AT PHILADELPHIA.
 JU0721'AT PHILADELPHIA, ALONG DELAWARE AVENUE, AT THE JUNCTION OF RACE
 JU0721'STREET, AT THE CITY PUMPING STATION, SET ON TOP OF THE NORTH END
 JU0721'OF THE STEP AT THE FORMER MAIN ENTRANCE TO THE BUILDING ALONG THE
 JU0721'EAST SIDE OF BUILDING.
 JU0721
 JU0721                          STATION RECOVERY (1979)
 JU0721
 JU0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0721'RECOVERED IN GOOD CONDITION.
 JU0721
 JU0721                          STATION RECOVERY (1998)
 JU0721
 JU0721'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU0721'RECOVERED IN GOOD CONDITION.
 JU0721
 JU0721                          STATION RECOVERY (2004)
 JU0721
 JU0721'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JU0721'DELAWARE STREET IS NOW KNOWN AS CHRISTOPHER COLUMBUS BLVD, AND THE
 JU0721'PUMPING STATION IS IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 JU0721'COLUMBUS BLVD AND RACE STREET.  THE STATION IS ABOUT 29 FEET (8.84 M)
 JU0721'SOUTH OF THE SOUTH CURB OF RACE STREET AND ABOUT 12 FEET (3.66 M) WEST
 JU0721'OF THE WEST CURB OF COLUMBUS BLVD.  HANDHELD COORDINATES ARE
 JU0721'N39-57-10.80 W075-08-25.20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0724 ***********************************************************************
 JU0724  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0724  DESIGNATION -  854 5530 TIDAL 24
 JU0724  PID         -  JU0724
 JU0724  STATE/COUNTY-  PA/PHILADELPHIA
 JU0724  USGS QUAD   -  PHILADELPHIA (1994)
 JU0724
 JU0724                         *CURRENT SURVEY CONTROL
 JU0724  ___________________________________________________________________
 JU0724* NAD 83(1986)-  39 57 06.     (N)    075 08 30.     (W)     SCALED    
 JU0724* NAVD 88     -         8.433  (meters)      27.67   (feet)  ADJUSTED  
 JU0724  ___________________________________________________________________
 JU0724  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JU0724  DYNAMIC HT  -           8.429 (meters)      27.65  (feet)  COMP
 JU0724  MODELED GRAV-     980,183.1   (mgal)                       NAVD 88
 JU0724
 JU0724  VERT ORDER  -  FIRST     CLASS I
 JU0724
 JU0724.The horizontal coordinates were scaled from a topographic map and have
 JU0724.an estimated accuracy of +/- 6 seconds.
 JU0724
 JU0724.The orthometric height was determined by differential leveling
 JU0724.and adjusted by the National Geodetic Survey in June 1991..
 JU0724
 JU0724.This Tidal Bench Mark is designated as VM 367
 JU0724.by the Center for Operational Oceanographic Products and Services.
 JU0724
 JU0724.The geoid height was determined by GEOID03.
 JU0724
 JU0724.The dynamic height is computed by dividing the NAVD 88
 JU0724.geopotential number by the normal gravity value computed on the
 JU0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0724.degrees latitude (g = 980.6199 gals.).
 JU0724
 JU0724.The modeled gravity was interpolated from observed gravity values.
 JU0724
 JU0724;                    North         East    Units  Estimated Accuracy
 JU0724;SPC PA S     -    71,950.      822,860.      MT  (+/- 180 meters Scaled)
 JU0724
 JU0724                          SUPERSEDED SURVEY CONTROL
 JU0724
 JU0724  NGVD 29 (01/10/92)    8.749  (m)           28.70   (f) ADJUSTED    1 1
 JU0724
 JU0724.Superseded values are not recommended for survey control.
 JU0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0724.See file dsdata.txt to determine how the superseded data were derived.
 JU0724
 JU0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK878224(NAD 83)
 JU0724_MARKER: DJ = TIDAL STATION DISK
 JU0724_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU0724_SP_SET: DOORSTEP
 JU0724_STAMPING: ELEV 28.819 FT 24 1922
 JU0724_MARK LOGO: CGS   
 JU0724_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0724_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0724+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2004
 JU0724
 JU0724  HISTORY     - Date     Condition        Report By
 JU0724  HISTORY     - 1922     MONUMENTED       CGS
 JU0724  HISTORY     - 1963     GOOD             CGS
 JU0724  HISTORY     - 1979     GOOD             NGS
 JU0724  HISTORY     - 19950125 GOOD             NJGS
 JU0724  HISTORY     - 2000     GOOD             USPSQD
 JU0724  HISTORY     - 20040707 GOOD             GEOCAC
 JU0724
 JU0724                          STATION DESCRIPTION
 JU0724
 JU0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0724'AT PHILADELPHIA.
 JU0724'AT PHILADELPHIA, AT 109 ARCH STREET, AT THE ENTRANCE TO THE OLSON
 JU0724'AND FRENCH INC. BUILDING, AND SET ON TOP OF THE WEST END OF
 JU0724'THE ENTRANCE STEP.
 JU0724
 JU0724                          STATION RECOVERY (1979)
 JU0724
 JU0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0724'RECOVERED IN GOOD CONDITION.
 JU0724
 JU0724                          STATION RECOVERY (1995)
 JU0724
 JU0724'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0724'RECOVERED AS DESCRIBED.
 JU0724
 JU0724                          STATION RECOVERY (2000)
 JU0724
 JU0724'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU0724'RECOVERED IN GOOD CONDITION.
 JU0724
 JU0724                          STATION RECOVERY (2004)
 JU0724
 JU0724'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JU0724'SET ON TOP OF THE WEST END OF THE ENTRANCE STEP TO AN UNNUMBERED
 JU0724'DOORWAY ON THE NORTH SIDE OF ARCH STREET, ABOUT 11 FEET (3.35 M) WEST
 JU0724'OF THE CENTER OF THE DOORWAY AT NUMBER 107 ARCH STREET.  HANDHELD
 JU0724'COORDINATES ARE N39-57-06.36 W075-08-31.14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0725 ***********************************************************************
 JU0725  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0725  DESIGNATION -  854 5530 TIDAL 25
 JU0725  PID         -  JU0725
 JU0725  STATE/COUNTY-  PA/PHILADELPHIA
 JU0725  USGS QUAD   -  PHILADELPHIA (1994)
 JU0725
 JU0725                         *CURRENT SURVEY CONTROL
 JU0725  ___________________________________________________________________
 JU0725* NAD 83(1986)-  39 57 08.     (N)    075 08 40.     (W)     SCALED    
 JU0725* NAVD 88     -         9.905  (meters)      32.50   (feet)  ADJUSTED  
 JU0725  ___________________________________________________________________
 JU0725  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JU0725  DYNAMIC HT  -           9.900 (meters)      32.48  (feet)  COMP
 JU0725  MODELED GRAV-     980,182.8   (mgal)                       NAVD 88
 JU0725
 JU0725  VERT ORDER  -  FIRST     CLASS I
 JU0725
 JU0725.The horizontal coordinates were scaled from a topographic map and have
 JU0725.an estimated accuracy of +/- 6 seconds.
 JU0725
 JU0725.The orthometric height was determined by differential leveling
 JU0725.and adjusted by the National Geodetic Survey in June 1991..
 JU0725
 JU0725.This Tidal Bench Mark is designated as VM 368
 JU0725.by the Center for Operational Oceanographic Products and Services.
 JU0725
 JU0725.The geoid height was determined by GEOID03.
 JU0725
 JU0725.The dynamic height is computed by dividing the NAVD 88
 JU0725.geopotential number by the normal gravity value computed on the
 JU0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0725.degrees latitude (g = 980.6199 gals.).
 JU0725
 JU0725.The modeled gravity was interpolated from observed gravity values.
 JU0725
 JU0725;                    North         East    Units  Estimated Accuracy
 JU0725;SPC PA S     -    72,000.      822,620.      MT  (+/- 180 meters Scaled)
 JU0725
 JU0725                          SUPERSEDED SURVEY CONTROL
 JU0725
 JU0725  NGVD 29 (01/10/92)   10.220  (m)           33.53   (f) ADJUSTED    1 1
 JU0725
 JU0725.Superseded values are not recommended for survey control.
 JU0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0725.See file dsdata.txt to determine how the superseded data were derived.
 JU0725
 JU0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK876224(NAD 83)
 JU0725_MARKER: DJ = TIDAL STATION DISK
 JU0725_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU0725_SP_SET: DOORSTEP
 JU0725_STAMPING: ELEV 33.645 FT 25 1922
 JU0725_MARK LOGO: CGS   
 JU0725_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0725_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0725+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2004
 JU0725
 JU0725  HISTORY     - Date     Condition        Report By
 JU0725  HISTORY     - 1922     MONUMENTED       CGS
 JU0725  HISTORY     - 1963     GOOD             CGS
 JU0725  HISTORY     - 1979     GOOD             NGS
 JU0725  HISTORY     - 19950125 GOOD             NJGS
 JU0725  HISTORY     - 2000     GOOD             USPSQD
 JU0725  HISTORY     - 20040707 GOOD             GEOCAC
 JU0725
 JU0725                          STATION DESCRIPTION
 JU0725
 JU0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0725'AT PHILADELPHIA.
 JU0725'AT PHILADELPHIA, ALONG ARCH STREET, AT THE NORTHEAST CORNER OF
 JU0725'THE INTERSECTION OF THIRD STREET, SET ON TOP OF THE EAST END OF
 JU0725'THE STEP AT THE MAIN (SOUTH) ENTRANCE TO THE GIRARD TRUST BANK
 JU0725'BUILDING.
 JU0725
 JU0725                          STATION RECOVERY (1979)
 JU0725
 JU0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0725'CHANGE-GIRARD TRUST BANK BUILDING TO MERCHANT SEAMAN CENTER.
 JU0725
 JU0725                          STATION RECOVERY (1995)
 JU0725
 JU0725'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0725'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE GIRARD TRUST
 JU0725'BANK IS NOW THE SEAMANS CHURCH INSTITUTE.
 JU0725
 JU0725                          STATION RECOVERY (2000)
 JU0725
 JU0725'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU0725'RECOVERED IN GOOD CONDITION.
 JU0725
 JU0725                          STATION RECOVERY (2004)
 JU0725
 JU0725'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JU0725'THE BUILDING IS NOW THE MERCHANT SEAMENS' CENTER OF THE SEAMENS'
 JU0725'CHURCH INSTITUTE.  HANDHELD COORDINATES ARE N39-57-07.98
 JU0725'W075-08-42.18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0726 ***********************************************************************
 JU0726  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0726  DESIGNATION -  854 5530 TIDAL 27
 JU0726  PID         -  JU0726
 JU0726  STATE/COUNTY-  PA/PHILADELPHIA
 JU0726  USGS QUAD   -  PHILADELPHIA (1994)
 JU0726
 JU0726                         *CURRENT SURVEY CONTROL
 JU0726  ___________________________________________________________________
 JU0726* NAD 83(1986)-  39 57 12.     (N)    075 09 25.     (W)     SCALED    
 JU0726* NAVD 88     -        13.193  (meters)      43.28   (feet)  ADJUSTED  
 JU0726  ___________________________________________________________________
 JU0726  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU0726  DYNAMIC HT  -          13.187 (meters)      43.26  (feet)  COMP
 JU0726  MODELED GRAV-     980,181.3   (mgal)                       NAVD 88
 JU0726
 JU0726  VERT ORDER  -  FIRST     CLASS I
 JU0726
 JU0726.The horizontal coordinates were scaled from a topographic map and have
 JU0726.an estimated accuracy of +/- 6 seconds.
 JU0726
 JU0726.The orthometric height was determined by differential leveling
 JU0726.and adjusted by the National Geodetic Survey in June 1991..
 JU0726
 JU0726.This Tidal Bench Mark is designated as VM 369
 JU0726.by the Center for Operational Oceanographic Products and Services.
 JU0726
 JU0726.The geoid height was determined by GEOID03.
 JU0726
 JU0726.The dynamic height is computed by dividing the NAVD 88
 JU0726.geopotential number by the normal gravity value computed on the
 JU0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0726.degrees latitude (g = 980.6199 gals.).
 JU0726
 JU0726.The modeled gravity was interpolated from observed gravity values.
 JU0726
 JU0726;                    North         East    Units  Estimated Accuracy
 JU0726;SPC PA S     -    72,090.      821,550.      MT  (+/- 180 meters Scaled)
 JU0726
 JU0726                          SUPERSEDED SURVEY CONTROL
 JU0726
 JU0726  NGVD 29 (01/10/92)   13.507  (m)           44.31   (f) ADJUSTED    1 1
 JU0726
 JU0726.Superseded values are not recommended for survey control.
 JU0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0726.See file dsdata.txt to determine how the superseded data were derived.
 JU0726
 JU0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK865225(NAD 83)
 JU0726_MARKER: DJ = TIDAL STATION DISK
 JU0726_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU0726_SP_SET: GRANITE DOORSTEP
 JU0726_STAMPING: ELEV 44.439 FT 27 1922
 JU0726_MARK LOGO: CGS   
 JU0726_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0726_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0726+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2004
 JU0726
 JU0726  HISTORY     - Date     Condition        Report By
 JU0726  HISTORY     - 1922     MONUMENTED       CGS
 JU0726  HISTORY     - 1963     GOOD             CGS
 JU0726  HISTORY     - 1979     GOOD             NGS
 JU0726  HISTORY     - 19950125 GOOD             NJGS
 JU0726  HISTORY     - 2000     GOOD             USPSQD
 JU0726  HISTORY     - 20040707 GOOD             GEOCAC
 JU0726
 JU0726                          STATION DESCRIPTION
 JU0726
 JU0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0726'AT PHILADELPHIA.
 JU0726'AT PHILADELPHIA, PHILADELPHIA COUNTY, AT 1010-1012 ARCH STREET,
 JU0726'AT THE MAIN ENTRANCE TO THE WINSTON BUILDING, AND IN THE TOP OF
 JU0726'THE WEST END OF A GRANITE STEP.  A STANDARD DISK, STAMPED ELEV
 JU0726'44.439 FT 27 1922.
 JU0726
 JU0726                          STATION RECOVERY (1979)
 JU0726
 JU0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0726'RECOVERED IN GOOD CONDITION.
 JU0726
 JU0726                          STATION RECOVERY (1995)
 JU0726
 JU0726'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0726'RECOVERED AS DESCRIBED.
 JU0726
 JU0726                          STATION RECOVERY (2000)
 JU0726
 JU0726'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU0726'RECOVERED IN GOOD CONDITION.
 JU0726
 JU0726                          STATION RECOVERY (2004)
 JU0726
 JU0726'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JU0726'ON THE SOUTH SIDE OF ARCH STREET, IN THE TOP OF THE WEST END OF A
 JU0726'GRANITE STEP AT DOORWAY NUMBER 110.  HANDHELD COORDINATES ARE
 JU0726'N39-57-12.84 W075-09-24.48.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0727 ***********************************************************************
 JU0727  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0727  DESIGNATION -  854 5530 TIDAL 29
 JU0727  PID         -  JU0727
 JU0727  STATE/COUNTY-  PA/PHILADELPHIA
 JU0727  USGS QUAD   -  PHILADELPHIA (1994)
 JU0727
 JU0727                         *CURRENT SURVEY CONTROL
 JU0727  ___________________________________________________________________
 JU0727* NAD 83(1986)-  39 57 11.     (N)    075 09 48.     (W)     SCALED    
 JU0727* NAVD 88     -        13.887  (meters)      45.56   (feet)  ADJUSTED  
 JU0727  ___________________________________________________________________
 JU0727  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU0727  DYNAMIC HT  -          13.881 (meters)      45.54  (feet)  COMP
 JU0727  MODELED GRAV-     980,180.7   (mgal)                       NAVD 88
 JU0727
 JU0727  VERT ORDER  -  FIRST     CLASS I
 JU0727
 JU0727.The horizontal coordinates were scaled from a topographic map and have
 JU0727.an estimated accuracy of +/- 6 seconds.
 JU0727
 JU0727.The orthometric height was determined by differential leveling
 JU0727.and adjusted by the National Geodetic Survey in June 1991..
 JU0727
 JU0727.This Tidal Bench Mark is designated as VM 370
 JU0727.by the Center for Operational Oceanographic Products and Services.
 JU0727
 JU0727.The geoid height was determined by GEOID03.
 JU0727
 JU0727.The dynamic height is computed by dividing the NAVD 88
 JU0727.geopotential number by the normal gravity value computed on the
 JU0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0727.degrees latitude (g = 980.6199 gals.).
 JU0727
 JU0727.The modeled gravity was interpolated from observed gravity values.
 JU0727
 JU0727;                    North         East    Units  Estimated Accuracy
 JU0727;SPC PA S     -    72,050.      821,000.      MT  (+/- 180 meters Scaled)
 JU0727
 JU0727                          SUPERSEDED SURVEY CONTROL
 JU0727
 JU0727  NGVD 29 (01/10/92)   14.204  (m)           46.60   (f) ADJUSTED    1 1
 JU0727
 JU0727.Superseded values are not recommended for survey control.
 JU0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0727.See file dsdata.txt to determine how the superseded data were derived.
 JU0727
 JU0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK860225(NAD 83)
 JU0727_MARKER: DJ = TIDAL STATION DISK
 JU0727_SETTING: 0 = UNSPECIFIED SETTING
 JU0727_STAMPING: ELEV 46.775 FT 29 1922
 JU0727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0727
 JU0727  HISTORY     - Date     Condition        Report By
 JU0727  HISTORY     - 1922     MONUMENTED       CGS
 JU0727  HISTORY     - 1963     GOOD             CGS
 JU0727  HISTORY     - 1967     MARK NOT FOUND   CGS
 JU0727  HISTORY     - 1979     GOOD             NGS
 JU0727  HISTORY     - 19981031 GOOD             USPSQD
 JU0727  HISTORY     - 2000     GOOD             USPSQD
 JU0727
 JU0727                          STATION DESCRIPTION
 JU0727
 JU0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0727'AT PHILADELPHIA.
 JU0727'AT PHILADELPHIA, PHILADELPHIA COUNTY, AT THE CITY HALL, AT THE
 JU0727'NORTH BROAD STREET ENTRANCE, UNDER THE NORTH ARCHWAY, NEAR THE
 JU0727'NORTHEAST CORNER OF A LARGE GRANITE SLAB, AND ABOUT 2 FEET LOWER
 JU0727'THAN THE FOUNDATION STONE.  A STANDARD DISK, STAMPED ELEV 46.775
 JU0727'FT 29 1922.
 JU0727
 JU0727                          STATION RECOVERY (1967)
 JU0727
 JU0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JU0727'MARK NOT FOUND.
 JU0727
 JU0727                          STATION RECOVERY (1979)
 JU0727
 JU0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0727'RECOVERED IN GOOD CONDITION.
 JU0727
 JU0727                          STATION RECOVERY (1998)
 JU0727
 JU0727'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU0727'RECOVERED IN GOOD CONDITION.
 JU0727
 JU0727                          STATION RECOVERY (2000)
 JU0727
 JU0727'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU0727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU2225 ***********************************************************************
 JU2225  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2225  DESIGNATION -  854 5530 TIDAL 35
 JU2225  PID         -  JU2225
 JU2225  STATE/COUNTY-  PA/PHILADELPHIA
 JU2225  USGS QUAD   -  PHILADELPHIA (1994)
 JU2225
 JU2225                         *CURRENT SURVEY CONTROL
 JU2225  ___________________________________________________________________
 JU2225* NAD 83(1986)-  39 57 13.     (N)    075 08 23.     (W)     SCALED    
 JU2225* NAVD 88     -         1.681  (meters)       5.52   (feet)  ADJUSTED  
 JU2225  ___________________________________________________________________
 JU2225  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JU2225  DYNAMIC HT  -           1.680 (meters)       5.51  (feet)  COMP
 JU2225  MODELED GRAV-     980,183.1   (mgal)                       NAVD 88
 JU2225
 JU2225  VERT ORDER  -  FIRST     CLASS II
 JU2225
 JU2225.The horizontal coordinates were scaled from a topographic map and have
 JU2225.an estimated accuracy of +/- 6 seconds.
 JU2225
 JU2225.The orthometric height was determined by differential leveling
 JU2225.and adjusted by the National Geodetic Survey in June 1991..
 JU2225
 JU2225.This Tidal Bench Mark is designated as VM 362
 JU2225.by the Center for Operational Oceanographic Products and Services.
 JU2225
 JU2225.This Tidal Bench Mark is designated as VM 13163
 JU2225.by the Center for Operational Oceanographic Products and Services.
 JU2225
 JU2225.The geoid height was determined by GEOID03.
 JU2225
 JU2225.The dynamic height is computed by dividing the NAVD 88
 JU2225.geopotential number by the normal gravity value computed on the
 JU2225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2225.degrees latitude (g = 980.6199 gals.).
 JU2225
 JU2225.The modeled gravity was interpolated from observed gravity values.
 JU2225
 JU2225;                    North         East    Units  Estimated Accuracy
 JU2225;SPC PA S     -    72,170.      823,020.      MT  (+/- 180 meters Scaled)
 JU2225
 JU2225                          SUPERSEDED SURVEY CONTROL
 JU2225
 JU2225  NGVD 29 (01/10/92)    1.997  (m)            6.55   (f) ADJUSTED    1 2
 JU2225
 JU2225.Superseded values are not recommended for survey control.
 JU2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2225.See file dsdata.txt to determine how the superseded data were derived.
 JU2225
 JU2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK880226(NAD 83)
 JU2225_MARKER: DJ = TIDAL STATION DISK
 JU2225_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU2225_SP_SET: GRANITE DOOR SILL
 JU2225_STAMPING: 35 1931
 JU2225_MARK LOGO: CGS   
 JU2225_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2225_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2225+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2004
 JU2225
 JU2225  HISTORY     - Date     Condition        Report By
 JU2225  HISTORY     - 1931     MONUMENTED       CGS
 JU2225  HISTORY     - 1979     GOOD             NGS
 JU2225  HISTORY     - 19950125 GOOD             NJGS
 JU2225  HISTORY     - 20040707 GOOD             GEOCAC
 JU2225
 JU2225                          STATION DESCRIPTION
 JU2225
 JU2225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2225'IN PHILADELPHIA.
 JU2225'IN PHILADELPHIA, AT JUNCTION OF DELAWARE AVENUE AND RACE STREET, IN
 JU2225'NORTH END OF GRANITE SILL OF MOST SOUTHERLY OF THREE DOORWAYS OF
 JU2225'LARGE ANCHORAGE OF DELAWARE RIVER BRIDGE, 112 FEET NORTH OF THE
 JU2225'NORTH CURB OF RACE STREET, 20.3 FEET WEST OF THE WEST CURB OF
 JU2225'DELAWARE AVENUE.
 JU2225'THE MARK IS 0.5 FT ABOVE AVENUE.
 JU2225
 JU2225                          STATION RECOVERY (1995)
 JU2225
 JU2225'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU2225'RECOVERED AS DESCRIBED.
 JU2225
 JU2225                          STATION RECOVERY (2004)
 JU2225
 JU2225'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JU2225'DELAWARE STREET IS NOW KNOWN AS CHRISTOPHER COLUMBUS BLVD.  HANDHELD
 JU2225'COORDINATES ARE N39-57-13.50 W075-08-24.48.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0585 ***********************************************************************
 LZ0585  DESIGNATION -  854.595
 LZ0585  PID         -  LZ0585
 LZ0585  STATE/COUNTY-  PA/BRADFORD
 LZ0585  USGS QUAD   -  ULSTER (1969)
 LZ0585
 LZ0585                         *CURRENT SURVEY CONTROL
 LZ0585  ___________________________________________________________________
 LZ0585* NAD 83(1986)-  41 47 11.     (N)    076 31 48.     (W)     SCALED    
 LZ0585* NAVD 88     -       260.397  (meters)     854.32   (feet)  ADJUSTED  
 LZ0585  ___________________________________________________________________
 LZ0585  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 LZ0585  DYNAMIC HT  -         260.291 (meters)     853.97  (feet)  COMP
 LZ0585  MODELED GRAV-     980,210.2   (mgal)                       NAVD 88
 LZ0585
 LZ0585  VERT ORDER  -  SECOND    CLASS 0
 LZ0585
 LZ0585.The horizontal coordinates were scaled from a topographic map and have
 LZ0585.an estimated accuracy of +/- 6 seconds.
 LZ0585
 LZ0585.The orthometric height was determined by differential leveling
 LZ0585.and adjusted by the National Geodetic Survey in June 1991..
 LZ0585
 LZ0585.The geoid height was determined by GEOID03.
 LZ0585
 LZ0585.The dynamic height is computed by dividing the NAVD 88
 LZ0585.geopotential number by the normal gravity value computed on the
 LZ0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0585.degrees latitude (g = 980.6199 gals.).
 LZ0585
 LZ0585.The modeled gravity was interpolated from observed gravity values.
 LZ0585
 LZ0585;                    North         East    Units  Estimated Accuracy
 LZ0585;SPC PA N     -   180,590.      701,410.      MT  (+/- 180 meters Scaled)
 LZ0585
 LZ0585                          SUPERSEDED SURVEY CONTROL
 LZ0585
 LZ0585  NGVD 29 (??/??/92)  260.584  (m)          854.93   (f) ADJ UNCH    2 0
 LZ0585
 LZ0585.Superseded values are not recommended for survey control.
 LZ0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0585.See file dsdata.txt to determine how the superseded data were derived.
 LZ0585
 LZ0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM728271(NAD 83)
 LZ0585_MARKER: DD = SURVEY DISK
 LZ0585_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0585_SP_SET: BRIDGE
 LZ0585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0585
 LZ0585  HISTORY     - Date     Condition        Report By
 LZ0585  HISTORY     - UNK      MONUMENTED       PADH
 LZ0585  HISTORY     - 1935     GOOD             NGS
 LZ0585
 LZ0585                          STATION DESCRIPTION
 LZ0585
 LZ0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ0585'2 MI E FROM LUTHERS MILLS.
 LZ0585'2.0 MILES EAST ALONG U.S. HIGHWAY 6 FROM LUTHERS MILLS, BRADFORD
 LZ0585'COUNTY, AT STATION 10/78+17, AT A 22-FOOT SPAN CONCRETE ARCH
 LZ0585'BRIDGE OVER A STREAM, IN THE TOP OF THE SOUTHWEST WING WALL, 14
 LZ0585'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 6
 LZ0585'INCHES LOWER THAN THE ROADWAY.  A PENNSYLVANIA DEPARTMENT OF
 LZ0585'HIGHWAYS STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0607 ***********************************************************************
 MB0607  DESIGNATION -  856
 MB0607  PID         -  MB0607
 MB0607  STATE/COUNTY-  PA/MERCER
 MB0607  USGS QUAD   -  SHARON WEST (1994)
 MB0607
 MB0607                         *CURRENT SURVEY CONTROL
 MB0607  ___________________________________________________________________
 MB0607* NAD 83(1986)-  41 13 36.     (N)    080 30 40.     (W)     SCALED    
 MB0607* NAVD 88     -       260.526  (meters)     854.74   (feet)  ADJUSTED  
 MB0607  ___________________________________________________________________
 MB0607  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 MB0607  DYNAMIC HT  -         260.410 (meters)     854.36  (feet)  COMP
 MB0607  MODELED GRAV-     980,172.4   (mgal)                       NAVD 88
 MB0607
 MB0607  VERT ORDER  -  SECOND    CLASS 0
 MB0607
 MB0607.The horizontal coordinates were scaled from a topographic map and have
 MB0607.an estimated accuracy of +/- 6 seconds.
 MB0607
 MB0607.The orthometric height was determined by differential leveling
 MB0607.and adjusted by the National Geodetic Survey in June 1991..
 MB0607
 MB0607.The geoid height was determined by GEOID03.
 MB0607
 MB0607.The dynamic height is computed by dividing the NAVD 88
 MB0607.geopotential number by the normal gravity value computed on the
 MB0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0607.degrees latitude (g = 980.6199 gals.).
 MB0607
 MB0607.The modeled gravity was interpolated from observed gravity values.
 MB0607
 MB0607;                    North         East    Units  Estimated Accuracy
 MB0607;SPC PA N     -   121,410.      368,540.      MT  (+/- 180 meters Scaled)
 MB0607
 MB0607                          SUPERSEDED SURVEY CONTROL
 MB0607
 MB0607  NGVD 29 (??/??/92)  260.690  (m)          855.28   (f) ADJ UNCH    2 0
 MB0607
 MB0607.Superseded values are not recommended for survey control.
 MB0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0607.See file dsdata.txt to determine how the superseded data were derived.
 MB0607
 MB0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF409640(NAD 83)
 MB0607_MARKER: DD = SURVEY DISK
 MB0607_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0607_SP_SET: BRIDGE
 MB0607_STAMPING: 856 1903
 MB0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0607
 MB0607  HISTORY     - Date     Condition        Report By
 MB0607  HISTORY     - 1903     MONUMENTED       USGS
 MB0607  HISTORY     - 1935     GOOD             NGS
 MB0607  HISTORY     - 1950     MARK NOT FOUND   NGS
 MB0607
 MB0607                          STATION DESCRIPTION
 MB0607
 MB0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MB0607'IN SHARON.
 MB0607'IN SHARON, ON CHESTNUT STREET, NEAR HIGH SCHOOL, IN STEEL TRUSS
 MB0607'BRIDGE OVER SHENANGO RIVER, IN SOUTHEAST WINGWALL, 16 FEET SOUTH
 MB0607'OF CENTER LINE OF CHESTNUT STREET, 2 FEET BELOW FINISHED GRADE.
 MB0607
 MB0607                          STATION RECOVERY (1950)
 MB0607
 MB0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MB0607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0759 ***********************************************************************
 KW0759  DESIGNATION -  86 PRR
 KW0759  PID         -  KW0759
 KW0759  STATE/COUNTY-  PA/LANCASTER
 KW0759  USGS QUAD   -  COLUMBIA EAST (1995)
 KW0759
 KW0759                         *CURRENT SURVEY CONTROL
 KW0759  ___________________________________________________________________
 KW0759* NAD 83(1986)-  40 05 45.     (N)    076 23 50.     (W)     SCALED    
 KW0759* NAVD 88     -       114.591  (meters)     375.95   (feet)  ADJUSTED  
 KW0759  ___________________________________________________________________
 KW0759  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 KW0759  DYNAMIC HT  -         114.531 (meters)     375.76  (feet)  COMP
 KW0759  MODELED GRAV-     980,102.1   (mgal)                       NAVD 88
 KW0759
 KW0759  VERT ORDER  -  SECOND    CLASS 0
 KW0759
 KW0759.The horizontal coordinates were scaled from a topographic map and have
 KW0759.an estimated accuracy of +/- 6 seconds.
 KW0759
 KW0759.The orthometric height was determined by differential leveling
 KW0759.and adjusted by the National Geodetic Survey in June 1991..
 KW0759
 KW0759.The geoid height was determined by GEOID03.
 KW0759
 KW0759.The dynamic height is computed by dividing the NAVD 88
 KW0759.geopotential number by the normal gravity value computed on the
 KW0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0759.degrees latitude (g = 980.6199 gals.).
 KW0759
 KW0759.The modeled gravity was interpolated from observed gravity values.
 KW0759
 KW0759;                    North         East    Units  Estimated Accuracy
 KW0759;SPC PA S     -    85,550.      715,350.      MT  (+/- 180 meters Scaled)
 KW0759
 KW0759                          SUPERSEDED SURVEY CONTROL
 KW0759
 KW0759  NGVD 29 (??/??/??)  114.838  (m)          376.76   (f) ADJUSTED    2 0
 KW0759
 KW0759.Superseded values are not recommended for survey control.
 KW0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0759.See file dsdata.txt to determine how the superseded data were derived.
 KW0759
 KW0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK808393(NAD 83)
 KW0759_MARKER: B = BOLT
 KW0759_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0759_SP_SET: STONE
 KW0759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0759
 KW0759  HISTORY     - Date     Condition        Report By
 KW0759  HISTORY     - UNK      MONUMENTED       PRR
 KW0759  HISTORY     - 1935     GOOD             CGS
 KW0759  HISTORY     - 1942     GOOD             CGS
 KW0759
 KW0759                          STATION DESCRIPTION
 KW0759
 KW0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0759'1.2 MI SE FROM LANDISVILLE.
 KW0759'ABOUT 1.2 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW0759'THE CROSSING OF THE READING CO. RAILWAY AT LANDISVILLE, LANCASTER
 KW0759'COUNTY, AT THE NORTHWEST CORNER OF BRIDGE 74.37, IN THE TOP
 KW0759'STONE, AND 9 FEET NORTH OF THE CENTER LINE OF THE TRACK.  A
 KW0759'COPPER BOLT.
 KW0759
 KW0759                          STATION RECOVERY (1942)
 KW0759
 KW0759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 KW0759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2019 ***********************************************************************
 KV2019  DESIGNATION -  8/60 PADH
 KV2019  PID         -  KV2019
 KV2019  STATE/COUNTY-  PA/BUCKS
 KV2019  USGS QUAD   -  BEDMINSTER (1992)
 KV2019
 KV2019                         *CURRENT SURVEY CONTROL
 KV2019  ___________________________________________________________________
 KV2019* NAD 83(1986)-  40 23 53.     (N)    075 14 40.     (W)     SCALED    
 KV2019* NAVD 88     -       103.861  (meters)     340.75   (feet)  ADJUSTED  
 KV2019  ___________________________________________________________________
 KV2019  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 KV2019  DYNAMIC HT  -         103.808 (meters)     340.58  (feet)  COMP
 KV2019  MODELED GRAV-     980,114.7   (mgal)                       NAVD 88
 KV2019
 KV2019  VERT ORDER  -  SECOND    CLASS 0
 KV2019
 KV2019.The horizontal coordinates were scaled from a topographic map and have
 KV2019.an estimated accuracy of +/- 6 seconds.
 KV2019
 KV2019.The orthometric height was determined by differential leveling
 KV2019.and adjusted by the National Geodetic Survey in June 1991..
 KV2019
 KV2019.The geoid height was determined by GEOID03.
 KV2019
 KV2019.The dynamic height is computed by dividing the NAVD 88
 KV2019.geopotential number by the normal gravity value computed on the
 KV2019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2019.degrees latitude (g = 980.6199 gals.).
 KV2019
 KV2019.The modeled gravity was interpolated from observed gravity values.
 KV2019
 KV2019;                    North         East    Units  Estimated Accuracy
 KV2019;SPC PA S     -   121,240.      812,670.      MT  (+/- 180 meters Scaled)
 KV2019
 KV2019                          SUPERSEDED SURVEY CONTROL
 KV2019
 KV2019  NGVD 29 (??/??/??)  104.146  (m)          341.69   (f) ADJUSTED    2 0
 KV2019
 KV2019.Superseded values are not recommended for survey control.
 KV2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2019.See file dsdata.txt to determine how the superseded data were derived.
 KV2019
 KV2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK792719(NAD 83)
 KV2019_MARKER: DD = SURVEY DISK
 KV2019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2019_SP_SET: BRIDGE
 KV2019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2019+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2004
 KV2019
 KV2019  HISTORY     - Date     Condition        Report By
 KV2019  HISTORY     - UNK      MONUMENTED       PADH
 KV2019  HISTORY     - 1944     GOOD             CGS
 KV2019  HISTORY     - 20040222 GOOD             USPSQD
 KV2019
 KV2019                          STATION DESCRIPTION
 KV2019
 KV2019'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KV2019'6 MI SE FROM QUAKERTOWN.
 KV2019'5.95 MILES SOUTHEAST ALONG STATE HIGHWAY 313 FROM THE READING
 KV2019'CO. RAILROAD STATION AT QUAKERTOWN, AT A CONCRETE BRIDGE NEAR
 KV2019'THE JUNCTION OF A T ROAD NORTH, AND A SIGN WHICH READS WEISEL 2,
 KV2019'QUAKERTOWN 6.75 FEET SOUTHEAST OF THE JUNCTION OF THE T ROAD
 KV2019'AND 17 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY 313.  A
 KV2019'STANDARD P.D.H. MARK.  (NOTE-- THIS IS THE SAME BRIDGE ON WHICH
 KV2019'R-108 IS LOCATED.)
 KV2019
 KV2019                          STATION RECOVERY (2004)
 KV2019
 KV2019'RECOVERY NOTE BY US POWER SQUADRON 2004 (NCS)
 KV2019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0276 ***********************************************************************
 KX0276  DESIGNATION -  860.44
 KX0276  PID         -  KX0276
 KX0276  STATE/COUNTY-  PA/BEDFORD
 KX0276  USGS QUAD   -  HOPEWELL (1994)
 KX0276
 KX0276                         *CURRENT SURVEY CONTROL
 KX0276  ___________________________________________________________________
 KX0276* NAD 83(1986)-  40 09 43.     (N)    078 15 16.     (W)     SCALED    
 KX0276* NAVD 88     -       262.391  (meters)     860.86   (feet)  ADJUSTED  
 KX0276  ___________________________________________________________________
 KX0276  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KX0276  DYNAMIC HT  -         262.245 (meters)     860.38  (feet)  COMP
 KX0276  MODELED GRAV-     980,062.9   (mgal)                       NAVD 88
 KX0276
 KX0276  VERT ORDER  -  SECOND    CLASS 0
 KX0276
 KX0276.The horizontal coordinates were scaled from a topographic map and have
 KX0276.an estimated accuracy of +/- 6 seconds.
 KX0276
 KX0276.The orthometric height was determined by differential leveling
 KX0276.and adjusted by the National Geodetic Survey in June 1991..
 KX0276
 KX0276.The geoid height was determined by GEOID03.
 KX0276
 KX0276.The dynamic height is computed by dividing the NAVD 88
 KX0276.geopotential number by the normal gravity value computed on the
 KX0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0276.degrees latitude (g = 980.6199 gals.).
 KX0276
 KX0276.The modeled gravity was interpolated from observed gravity values.
 KX0276
 KX0276;                    North         East    Units  Estimated Accuracy
 KX0276;SPC PA S     -    92,130.      557,030.      MT  (+/- 180 meters Scaled)
 KX0276
 KX0276                          SUPERSEDED SURVEY CONTROL
 KX0276
 KX0276  NGVD 29 (??/??/92)  262.572  (m)          861.46   (f) ADJ UNCH    2 0
 KX0276
 KX0276.Superseded values are not recommended for survey control.
 KX0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0276.See file dsdata.txt to determine how the superseded data were derived.
 KX0276
 KX0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE338493(NAD 83)
 KX0276_MARKER: Q = CHISELED SQUARE
 KX0276_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0276_SP_SET: BRIDGE
 KX0276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0276
 KX0276  HISTORY     - Date     Condition        Report By
 KX0276  HISTORY     - 1935     MONUMENTED       USGS
 KX0276  HISTORY     - 1935     GOOD             NGS
 KX0276
 KX0276                          STATION DESCRIPTION
 KX0276
 KX0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0276'2.2 MI N FROM HOPEWELL.
 KX0276'2.2 MILES NORTH ALONG THE HUNTINGDON AND BROAD TOP MOUNTAIN
 KX0276'RAILROAD AND COAL CO. RAILROAD FROM THE STATION AT HOPEWELL,
 KX0276'BEDFORD COUNTY, ABOUT 0.1 MILE NORTH OF THE RIDDLESBURG STATION,
 KX0276'AT A BRIDGE OVER A CREEK, IN THE TOP OF THE SOUTHEAST
 KX0276'CORNER OF THE SOUTH STONE ABUTMENT, AND 8 FEET EAST OF THE
 KX0276'CENTER LINE OF THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1258 ***********************************************************************
 MA1258  DESIGNATION -  862.50
 MA1258  PID         -  MA1258
 MA1258  STATE/COUNTY-  PA/CLARION
 MA1258  USGS QUAD   -  PARKER (1979)
 MA1258
 MA1258                         *CURRENT SURVEY CONTROL
 MA1258  ___________________________________________________________________
 MA1258* NAD 83(1986)-  41 04 01.     (N)    079 39 10.     (W)     SCALED    
 MA1258* NAVD 88     -       262.681  (meters)     861.81   (feet)  ADJUSTED  
 MA1258  ___________________________________________________________________
 MA1258  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 MA1258  DYNAMIC HT  -         262.556 (meters)     861.40  (feet)  COMP
 MA1258  MODELED GRAV-     980,143.8   (mgal)                       NAVD 88
 MA1258
 MA1258  VERT ORDER  -  FIRST     CLASS II
 MA1258
 MA1258.The horizontal coordinates were scaled from a topographic map and have
 MA1258.an estimated accuracy of +/- 6 seconds.
 MA1258
 MA1258.The orthometric height was determined by differential leveling
 MA1258.and adjusted by the National Geodetic Survey in June 1991..
 MA1258
 MA1258.The geoid height was determined by GEOID03.
 MA1258
 MA1258.The dynamic height is computed by dividing the NAVD 88
 MA1258.geopotential number by the normal gravity value computed on the
 MA1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1258.degrees latitude (g = 980.6199 gals.).
 MA1258
 MA1258.The modeled gravity was interpolated from observed gravity values.
 MA1258
 MA1258;                    North         East    Units  Estimated Accuracy
 MA1258;SPC PA N     -   101,740.      440,090.      MT  (+/- 180 meters Scaled)
 MA1258
 MA1258                          SUPERSEDED SURVEY CONTROL
 MA1258
 MA1258  NGVD 29 (??/??/92)  262.850  (m)          862.37   (f) ADJ UNCH    1 2
 MA1258
 MA1258.Superseded values are not recommended for survey control.
 MA1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1258.See file dsdata.txt to determine how the superseded data were derived.
 MA1258
 MA1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF131470(NAD 83)
 MA1258_MARKER: B = BOLT
 MA1258_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1258_SP_SET: BRIDGE COPING
 MA1258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1258
 MA1258  HISTORY     - Date     Condition        Report By
 MA1258  HISTORY     - UNK      MONUMENTED       PRR
 MA1258  HISTORY     - 1941     GOOD             NGS
 MA1258
 MA1258                          STATION DESCRIPTION
 MA1258
 MA1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MA1258'2.8 MI S FROM PARKERS LANDING.
 MA1258'2.8 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA1258'AT PARKERS LANDING, CLARION COUNTY, AT BRIDGE NO. 79.98 OVER A
 MA1258'SMALL CREEK, IN THE TOP OF THE SOUTH END OF THE EAST COPING, 46
 MA1258'FEET LANDWARD OF THE LAND RAIL, AND ABOUT 10 FEET BELOW THE TOP
 MA1258'OF THE RAIL.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1608 ***********************************************************************
 LZ1608  DESIGNATION -  863 PADH
 LZ1608  PID         -  LZ1608
 LZ1608  STATE/COUNTY-  PA/LYCOMING
 LZ1608  USGS QUAD   -  RALSTON (1986)
 LZ1608
 LZ1608                         *CURRENT SURVEY CONTROL
 LZ1608  ___________________________________________________________________
 LZ1608* NAD 83(1986)-  41 30 32.     (N)    076 57 15.     (W)     SCALED    
 LZ1608* NAVD 88     -       263.003  (meters)     862.87   (feet)  ADJUSTED  
 LZ1608  ___________________________________________________________________
 LZ1608  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 LZ1608  DYNAMIC HT  -         262.888 (meters)     862.49  (feet)  COMP
 LZ1608  MODELED GRAV-     980,178.7   (mgal)                       NAVD 88
 LZ1608
 LZ1608  VERT ORDER  -  FIRST     CLASS II
 LZ1608
 LZ1608.The horizontal coordinates were scaled from a topographic map and have
 LZ1608.an estimated accuracy of +/- 6 seconds.
 LZ1608
 LZ1608.The orthometric height was determined by differential leveling
 LZ1608.and adjusted by the National Geodetic Survey in June 1991..
 LZ1608
 LZ1608.The geoid height was determined by GEOID03.
 LZ1608
 LZ1608.The dynamic height is computed by dividing the NAVD 88
 LZ1608.geopotential number by the normal gravity value computed on the
 LZ1608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1608.degrees latitude (g = 980.6199 gals.).
 LZ1608
 LZ1608.The modeled gravity was interpolated from observed gravity values.
 LZ1608
 LZ1608;                    North         East    Units  Estimated Accuracy
 LZ1608;SPC PA N     -   149,370.      666,440.      MT  (+/- 180 meters Scaled)
 LZ1608
 LZ1608                          SUPERSEDED SURVEY CONTROL
 LZ1608
 LZ1608.No superseded survey control is available for this station.
 LZ1608
 LZ1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL369970(NAD 83)
 LZ1608_MARKER: DD = SURVEY DISK
 LZ1608_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LZ1608_SP_SET: HEADWALL
 LZ1608_STAMPING: 863
 LZ1608_MARK LOGO: PADH  
 LZ1608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1608+STABILITY: SURFACE MOTION
 LZ1608
 LZ1608  HISTORY     - Date     Condition        Report By
 LZ1608  HISTORY     - UNK      MONUMENTED       PADH
 LZ1608  HISTORY     - 1983     GOOD             NGS
 LZ1608
 LZ1608                          STATION DESCRIPTION
 LZ1608
 LZ1608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LZ1608'IN RALSTON.
 LZ1608'IN RALSTON, 0.3 KM (0.2 MI) NORTH ALONG STATE HIGHWAY 14 FROM THE POST
 LZ1608'OFFICE, IN THE SOUTHWEST HEADWALL OF A BRIDGE OVER RED RUN CREEK,
 LZ1608'7.0 METERS (23.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 LZ1608'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1345 ***********************************************************************
 LY1345  DESIGNATION -  867.19
 LY1345  PID         -  LY1345
 LY1345  STATE/COUNTY-  PA/LACKAWANNA
 LY1345  USGS QUAD   -  OLYPHANT (1994)
 LY1345
 LY1345                         *CURRENT SURVEY CONTROL
 LY1345  ___________________________________________________________________
 LY1345* NAD 83(1986)-  41 28 52.     (N)    075 33 09.     (W)     SCALED    
 LY1345* NAVD 88     -       264.190  (meters)     866.76   (feet)  ADJUSTED  
 LY1345  ___________________________________________________________________
 LY1345  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 LY1345  DYNAMIC HT  -         264.085 (meters)     866.42  (feet)  COMP
 LY1345  MODELED GRAV-     980,218.3   (mgal)                       NAVD 88
 LY1345
 LY1345  VERT ORDER  -  SECOND    CLASS 0
 LY1345
 LY1345.The horizontal coordinates were scaled from a topographic map and have
 LY1345.an estimated accuracy of +/- 6 seconds.
 LY1345
 LY1345.The orthometric height was determined by differential leveling
 LY1345.and adjusted by the National Geodetic Survey in June 1991..
 LY1345
 LY1345.The geoid height was determined by GEOID03.
 LY1345
 LY1345.The dynamic height is computed by dividing the NAVD 88
 LY1345.geopotential number by the normal gravity value computed on the
 LY1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1345.degrees latitude (g = 980.6199 gals.).
 LY1345
 LY1345.The modeled gravity was interpolated from observed gravity values.
 LY1345
 LY1345;                    North         East    Units  Estimated Accuracy
 LY1345;SPC PA N     -   148,300.      783,510.      MT  (+/- 180 meters Scaled)
 LY1345
 LY1345                          SUPERSEDED SURVEY CONTROL
 LY1345
 LY1345  NGVD 29 (??/??/92)  264.394  (m)          867.43   (f) ADJ UNCH    2 0
 LY1345
 LY1345.Superseded values are not recommended for survey control.
 LY1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1345.See file dsdata.txt to determine how the superseded data were derived.
 LY1345
 LY1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL538923(NAD 83)
 LY1345_MARKER: X = CHISELED CROSS
 LY1345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1345_SP_SET: ABUTMENT
 LY1345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1345
 LY1345  HISTORY     - Date     Condition        Report By
 LY1345  HISTORY     - UNK      MONUMENTED       DHRR
 LY1345  HISTORY     - 1934     GOOD             NGS
 LY1345
 LY1345                          STATION DESCRIPTION
 LY1345
 LY1345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY1345'AT WINTON.
 LY1345'AT WINTON, LACKAWANNA COUNTY, AT NEW YORK, ONTARIO AND WESTERN
 LY1345'RAILROAD BRIDGE 65/31, ON THE PROJECTION OF THE THIRD STONE FROM
 LY1345'THE SOUTH END OF THE BOTTOM COURSE OF THE EAST ABUTMENT, 18 FEET
 LY1345'EAST OF THE CENTERLINE OF THE EAST-BOUND TRACK, AND 6 INCHES
 LY1345'LOWER THAN THE TOP OF THE RAIL.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1273 ***********************************************************************
 KX1273  DESIGNATION -  868
 KX1273  PID         -  KX1273
 KX1273  STATE/COUNTY-  PA/FAYETTE
 KX1273  USGS QUAD   -  FAYETTE CITY (1979)
 KX1273
 KX1273                         *CURRENT SURVEY CONTROL
 KX1273  ___________________________________________________________________
 KX1273* NAD 83(1986)-  40 00 46.     (N)    079 47 40.     (W)     SCALED    
 KX1273* NAVD 88     -       264.281  (meters)     867.06   (feet)  POSTED    
 KX1273  ___________________________________________________________________
 KX1273  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KX1273  DYNAMIC HT  -         264.130 (meters)     866.57  (feet)  COMP
 KX1273  MODELED GRAV-     980,056.9   (mgal)                       NAVD 88
 KX1273
 KX1273  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 KX1273
 KX1273.The horizontal coordinates were scaled from a topographic map and have
 KX1273.an estimated accuracy of +/- 6 seconds.
 KX1273
 KX1273.The orthometric height was determined by differential leveling
 KX1273.and adjusted by the National Geodetic Survey in 1992..
 KX1273.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 KX1273.rate of 3.1 thru 4.0 mm/km.
 KX1273.WARNING-Repeat measurements at this control monument indicate possible
 KX1273.vertical movement.
 KX1273
 KX1273.The geoid height was determined by GEOID03.
 KX1273
 KX1273.The dynamic height is computed by dividing the NAVD 88
 KX1273.geopotential number by the normal gravity value computed on the
 KX1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1273.degrees latitude (g = 980.6199 gals.).
 KX1273
 KX1273.The modeled gravity was interpolated from observed gravity values.
 KX1273
 KX1273;                    North         East    Units  Estimated Accuracy
 KX1273;SPC PA S     -    77,460.      425,470.      MT  (+/- 180 meters Scaled)
 KX1273
 KX1273                          SUPERSEDED SURVEY CONTROL
 KX1273
 KX1273  NGVD 29 (??/??/92)  264.439  (m)          867.58   (f) ADJ UNCH    1 2
 KX1273
 KX1273.Superseded values are not recommended for survey control.
 KX1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1273.See file dsdata.txt to determine how the superseded data were derived.
 KX1273
 KX1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE028298(NAD 83)
 KX1273_MARKER: DD = SURVEY DISK
 KX1273_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1273_SP_SET: BRIDGE SEAT
 KX1273_STAMPING: 868 PITTSBURGH 1899
 KX1273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1273
 KX1273  HISTORY     - Date     Condition        Report By
 KX1273  HISTORY     - 1899     MONUMENTED       USGS
 KX1273  HISTORY     - 1935     GOOD             NGS
 KX1273  HISTORY     - 1983     MARK NOT FOUND   NGS
 KX1273
 KX1273                          STATION DESCRIPTION
 KX1273
 KX1273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX1273'1 MI NW FROM SMOCK.
 KX1273'1.0 MILE NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1273'STATION AT SMOCK, ABOUT 1/2 MILE SOUTH OF THE FLAT STOP IN
 KX1273'TIPPECANOE, AT THE SOUTHWEST CORNER OF A 15-FOOT GIRDER BRIDGE
 KX1273'OVER A ROADWAY SOUTH OF A TRUSS BRIDGE OVER REDSTONE CREEK,
 KX1273'AND ON THE BRIDGE SEAT.  A UNITED STATES GEOLOGICAL SURVEY
 KX1273'STANDARD DISK, STAMPED 868 PITTSBURG 1899.
 KX1273
 KX1273                          STATION RECOVERY (1983)
 KX1273
 KX1273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1273'NOT RECOVERED, BELIEVED DESTROYED AS THE BRIDGE HAS BEEN REWORKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0726 ***********************************************************************
 LZ0726  DESIGNATION -  869.0
 LZ0726  PID         -  LZ0726
 LZ0726  STATE/COUNTY-  PA/TIOGA
 LZ0726  USGS QUAD   -  CEDAR RUN (1994)
 LZ0726
 LZ0726                         *CURRENT SURVEY CONTROL
 LZ0726  ___________________________________________________________________
 LZ0726* NAD 83(1986)-  41 32 52.     (N)    077 23 19.     (W)     SCALED    
 LZ0726* NAVD 88     -       264.779  (meters)     868.70   (feet)  ADJUSTED  
 LZ0726  ___________________________________________________________________
 LZ0726  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 LZ0726  DYNAMIC HT  -         264.666 (meters)     868.33  (feet)  COMP
 LZ0726  MODELED GRAV-     980,189.5   (mgal)                       NAVD 88
 LZ0726
 LZ0726  VERT ORDER  -  SECOND    CLASS 0
 LZ0726
 LZ0726.The horizontal coordinates were scaled from a topographic map and have
 LZ0726.an estimated accuracy of +/- 6 seconds.
 LZ0726
 LZ0726.The orthometric height was determined by differential leveling
 LZ0726.and adjusted by the National Geodetic Survey in June 1991..
 LZ0726
 LZ0726.The geoid height was determined by GEOID03.
 LZ0726
 LZ0726.The dynamic height is computed by dividing the NAVD 88
 LZ0726.geopotential number by the normal gravity value computed on the
 LZ0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0726.degrees latitude (g = 980.6199 gals.).
 LZ0726
 LZ0726.The modeled gravity was interpolated from observed gravity values.
 LZ0726
 LZ0726;                    North         East    Units  Estimated Accuracy
 LZ0726;SPC PA N     -   153,440.      630,150.      MT  (+/- 180 meters Scaled)
 LZ0726
 LZ0726                          SUPERSEDED SURVEY CONTROL
 LZ0726
 LZ0726  NGVD 29 (??/??/92)  264.942  (m)          869.23   (f) ADJ UNCH    2 0
 LZ0726
 LZ0726.Superseded values are not recommended for survey control.
 LZ0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0726.See file dsdata.txt to determine how the superseded data were derived.
 LZ0726
 LZ0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM007023(NAD 83)
 LZ0726_MARKER: Q = CHISELED SQUARE
 LZ0726_SETTING: 0 = UNSPECIFIED SETTING
 LZ0726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0726
 LZ0726  HISTORY     - Date     Condition        Report By
 LZ0726  HISTORY     - UNK      MONUMENTED       USGS
 LZ0726  HISTORY     - 1934     GOOD             NGS
 LZ0726  HISTORY     - 1975     GOOD             PADT
 LZ0726
 LZ0726                          STATION DESCRIPTION
 LZ0726
 LZ0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0726'0.8 MI S FROM BLACKWELL.
 LZ0726'ABOUT 0.8 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LZ0726'BLACKWELL, TIOGA COUNTY, NEAR THE EAST END OF A LONG TANGENT,
 LZ0726'35 FEET NORTH OF SEMAPHORE 131.8, 12 FEET EAST OF THE EAST RAIL,
 LZ0726'AND ABOUT LEVEL WITH THE TOP OF THE RAIL.  A CHISELED SQUARE,
 LZ0726'MARKED BY THE PAINTED LETTERS B M 869.0.
 LZ0726
 LZ0726                          STATION RECOVERY (1975)
 LZ0726
 LZ0726'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 LZ0726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0494 ***********************************************************************
 MA0494  DESIGNATION -  87
 MA0494  PID         -  MA0494
 MA0494  STATE/COUNTY-  PA/CLEARFIELD
 MA0494  USGS QUAD   -  PENFIELD (1993)
 MA0494
 MA0494                         *CURRENT SURVEY CONTROL
 MA0494  ___________________________________________________________________
 MA0494* NAD 83(1986)-  41 11 21.     (N)    078 35 52.     (W)     SCALED    
 MA0494* NAVD 88     -       396.839  (meters)    1301.96   (feet)  ADJUSTED  
 MA0494  ___________________________________________________________________
 MA0494  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 MA0494  DYNAMIC HT  -         396.643 (meters)    1301.32  (feet)  COMP
 MA0494  MODELED GRAV-     980,120.9   (mgal)                       NAVD 88
 MA0494
 MA0494  VERT ORDER  -  SECOND    CLASS 0
 MA0494
 MA0494.The horizontal coordinates were scaled from a topographic map and have
 MA0494.an estimated accuracy of +/- 6 seconds.
 MA0494
 MA0494.The orthometric height was determined by differential leveling
 MA0494.and adjusted by the National Geodetic Survey in June 1991..
 MA0494
 MA0494.The geoid height was determined by GEOID03.
 MA0494
 MA0494.The dynamic height is computed by dividing the NAVD 88
 MA0494.geopotential number by the normal gravity value computed on the
 MA0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0494.degrees latitude (g = 980.6199 gals.).
 MA0494
 MA0494.The modeled gravity was interpolated from observed gravity values.
 MA0494
 MA0494;                    North         East    Units  Estimated Accuracy
 MA0494;SPC PA N     -   113,900.      528,880.      MT  (+/- 180 meters Scaled)
 MA0494
 MA0494                          SUPERSEDED SURVEY CONTROL
 MA0494
 MA0494  NGVD 29 (??/??/92)  396.969  (m)         1302.39   (f) ADJ UNCH    2 0
 MA0494
 MA0494.Superseded values are not recommended for survey control.
 MA0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0494.See file dsdata.txt to determine how the superseded data were derived.
 MA0494
 MA0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF014625(NAD 83)
 MA0494_MARKER: Q = CHISELED SQUARE
 MA0494_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0494_SP_SET: CULVERT
 MA0494_STAMPING: BM 87
 MA0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0494
 MA0494  HISTORY     - Date     Condition        Report By
 MA0494  HISTORY     - UNK      MONUMENTED       PRR
 MA0494  HISTORY     - 1934     GOOD             NGS
 MA0494
 MA0494                          STATION DESCRIPTION
 MA0494
 MA0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0494'10.8 MI E FROM DU BOIS.
 MA0494'ABOUT 10.8 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0494'DU BOIS, CLEARFIELD COUNTY, ABOUT 4.8 MILES EAST OF SABULA,
 MA0494'ABOUT 1,692 FEET WEST OF MILEPOST 34, ON THE TOP OF THE NORTH
 MA0494'END OF A STONE BOX CULVERT, 25 FEET NORTH OF THE CENTER LINE
 MA0494'OF THE TRACK, AND ABOUT 12 FEET LOWER THAN THE TOP OF THE RAIL.
 MA0494'A CHISELED SQUARE, MARKED BY THE CHISELED LETTERS BM 87.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0436 ***********************************************************************
 MA0436  DESIGNATION -  87
 MA0436  PID         -  MA0436
 MA0436  STATE/COUNTY-  PA/ELK
 MA0436  USGS QUAD   -  RIDGWAY (1988)
 MA0436
 MA0436                         *CURRENT SURVEY CONTROL
 MA0436  ___________________________________________________________________
 MA0436* NAD 83(1986)-  41 29 14.     (N)    078 40 35.     (W)     SCALED    
 MA0436* NAVD 88     -       439.267  (meters)    1441.16   (feet)  ADJUSTED  
 MA0436  ___________________________________________________________________
 MA0436  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 MA0436  DYNAMIC HT  -         439.077 (meters)    1440.54  (feet)  COMP
 MA0436  MODELED GRAV-     980,178.6   (mgal)                       NAVD 88
 MA0436
 MA0436  VERT ORDER  -  FIRST     CLASS I
 MA0436
 MA0436.The horizontal coordinates were scaled from a topographic map and have
 MA0436.an estimated accuracy of +/- 6 seconds.
 MA0436
 MA0436.The orthometric height was determined by differential leveling
 MA0436.and adjusted by the National Geodetic Survey in June 1991..
 MA0436
 MA0436.The geoid height was determined by GEOID03.
 MA0436
 MA0436.The dynamic height is computed by dividing the NAVD 88
 MA0436.geopotential number by the normal gravity value computed on the
 MA0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0436.degrees latitude (g = 980.6199 gals.).
 MA0436
 MA0436.The modeled gravity was interpolated from observed gravity values.
 MA0436
 MA0436;                    North         East    Units  Estimated Accuracy
 MA0436;SPC PA N     -   147,070.      522,640.      MT  (+/- 180 meters Scaled)
 MA0436
 MA0436                          SUPERSEDED SURVEY CONTROL
 MA0436
 MA0436  NGVD 29 (??/??/92)  439.425  (m)         1441.68   (f) ADJ UNCH    1 1
 MA0436
 MA0436.Superseded values are not recommended for survey control.
 MA0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0436.See file dsdata.txt to determine how the superseded data were derived.
 MA0436
 MA0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF939954(NAD 83)
 MA0436_MARKER: Z = SEE DESCRIPTION
 MA0436_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0436_SP_SET: DOOR SILL
 MA0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0436
 MA0436  HISTORY     - Date     Condition        Report By
 MA0436  HISTORY     - UNK      MONUMENTED       PRR
 MA0436  HISTORY     - 1967     GOOD             NGS
 MA0436  HISTORY     - 20040421 MARK NOT FOUND   USPSQD
 MA0436
 MA0436                          STATION DESCRIPTION
 MA0436
 MA0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0436'0.6 MI SE FROM JOHNSONBURG.
 MA0436'ABOUT 0.4 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MA0436'THE RAILROAD OVERPASS FOR U.S. HIGHWAY 219 AT JOHNSONBURG, THENCE
 MA0436'0.2 MILE EAST ALONG GRANT STREET, AT THE PENNSYLVANIA RAILROAD
 MA0436'STATION, A COPPER PLUG SET IN THE TOP OF THE NORTH END OF THE
 MA0436'CONCRETE DOOR SILL ON THE WEST SIDE OF THE STATION AND SURROUNDED
 MA0436'BY THE LEGEND BM NO 87 WHICH IS CHISELED IN THE CONCRETE, 61
 MA0436'YARDS NORTH OF THE CROSSING OF GRANT STREET AND THE PENNSYLVANIA
 MA0436'RAILROAD, AND 29 FEET EAST OF THE EAST RAIL OF THE EAST TRACK.
 MA0436
 MA0436                          STATION RECOVERY (2004)
 MA0436
 MA0436'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0436'RR STATION WAS ABANDONED AND REMOVED MANY YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0246 ***********************************************************************
 KX0246  DESIGNATION -  87
 KX0246  PID         -  KX0246
 KX0246  STATE/COUNTY-  PA/HUNTINGDON
 KX0246  USGS QUAD   -  HUNTINGDON (1994)
 KX0246
 KX0246                         *CURRENT SURVEY CONTROL
 KX0246  ___________________________________________________________________
 KX0246* NAD 83(1986)-  40 28 59.     (N)    078 00 39.     (W)     SCALED    
 KX0246* NAVD 88     -       190.284  (meters)     624.29   (feet)  ADJUSTED  
 KX0246  ___________________________________________________________________
 KX0246  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KX0246  DYNAMIC HT  -         190.188 (meters)     623.98  (feet)  COMP
 KX0246  MODELED GRAV-     980,116.0   (mgal)                       NAVD 88
 KX0246
 KX0246  VERT ORDER  -  FIRST     CLASS I
 KX0246
 KX0246.The horizontal coordinates were scaled from a topographic map and have
 KX0246.an estimated accuracy of +/- 6 seconds.
 KX0246
 KX0246.The orthometric height was determined by differential leveling
 KX0246.and adjusted by the National Geodetic Survey in June 1991..
 KX0246
 KX0246.The geoid height was determined by GEOID03.
 KX0246
 KX0246.The dynamic height is computed by dividing the NAVD 88
 KX0246.geopotential number by the normal gravity value computed on the
 KX0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0246.degrees latitude (g = 980.6199 gals.).
 KX0246
 KX0246.The modeled gravity was interpolated from observed gravity values.
 KX0246
 KX0246;                    North         East    Units  Estimated Accuracy
 KX0246;SPC PA S     -   127,690.      577,890.      MT  (+/- 180 meters Scaled)
 KX0246
 KX0246                          SUPERSEDED SURVEY CONTROL
 KX0246
 KX0246  NGVD 29 (??/??/92)  190.493  (m)          624.98   (f) ADJ UNCH    1 1
 KX0246
 KX0246.Superseded values are not recommended for survey control.
 KX0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0246.See file dsdata.txt to determine how the superseded data were derived.
 KX0246
 KX0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE533856(NAD 83)
 KX0246_MARKER: Q = CHISELED SQUARE
 KX0246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0246_SP_SET: WINDOW SILL
 KX0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0246
 KX0246  HISTORY     - Date     Condition        Report By
 KX0246  HISTORY     - UNK      MONUMENTED       PRR
 KX0246  HISTORY     - 1966     GOOD             NGS
 KX0246  HISTORY     - 20041108 MARK NOT FOUND   USPSQD
 KX0246
 KX0246                          STATION DESCRIPTION
 KX0246
 KX0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0246'AT HUNTINGDON.
 KX0246'AT HUNTINGDON ALONG THE PENNSYLVANIA RAILROAD, 4.4 FEET NORTHWEST
 KX0246'OF THE EAST CORNER OF THE RAILROAD STATION, NEAR THE WEST CORNER
 KX0246'OF THE INTERSECTION OF FOURTH AND ALLEGHENY STREETS, A CHISELED
 KX0246'SQUARE IN THE TOP OF THE SOUTHEAST END OF THE WINDOW SILL FOR THE
 KX0246'FIRST WINDOW NORTHWEST OF THE EAST CORNER OF THE STATION, NEAR
 KX0246'THE INSCRIBED LEGEND BM 87 EL, 10.4 FEET SOUTHEAST OF THE
 KX0246'SOUTHEAST EDGE OF THE MORE SOUTHEASTERLY ENTRANCE ON THE
 KX0246'NORTHEAST SIDE OF THE BUILDING, 17 1/2 FEET SOUTHWEST OF THE
 KX0246'SOUTHWEST CURB OF ALLEGHENY STREET AND 2.6 FEET ABOVE THE LEVEL
 KX0246'OF THE SIDEWALK.
 KX0246
 KX0246                          STATION RECOVERY (2004)
 KX0246
 KX0246'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPP)
 KX0246'THE RAILROAD STATION HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0932 ***********************************************************************
 KW0932  DESIGNATION -  87 PRR
 KW0932  PID         -  KW0932
 KW0932  STATE/COUNTY-  PA/CUMBERLAND
 KW0932  USGS QUAD   -  LEMOYNE (1987)
 KW0932
 KW0932                         *CURRENT SURVEY CONTROL
 KW0932  ___________________________________________________________________
 KW0932* NAD 83(1986)-  40 14 52.     (N)    076 53 26.     (W)     SCALED    
 KW0932* NAVD 88     -       106.622  (meters)     349.81   (feet)  ADJUSTED  
 KW0932  ___________________________________________________________________
 KW0932  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KW0932  DYNAMIC HT  -         106.568 (meters)     349.63  (feet)  COMP
 KW0932  MODELED GRAV-     980,120.9   (mgal)                       NAVD 88
 KW0932
 KW0932  VERT ORDER  -  FIRST     CLASS II
 KW0932
 KW0932.The horizontal coordinates were scaled from a topographic map and have
 KW0932.an estimated accuracy of +/- 6 seconds.
 KW0932
 KW0932.The orthometric height was determined by differential leveling
 KW0932.and adjusted by the National Geodetic Survey in June 1991..
 KW0932.WARNING-Repeat measurements at this control monument indicate possible
 KW0932.vertical movement.
 KW0932
 KW0932.The geoid height was determined by GEOID03.
 KW0932
 KW0932.The dynamic height is computed by dividing the NAVD 88
 KW0932.geopotential number by the normal gravity value computed on the
 KW0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0932.degrees latitude (g = 980.6199 gals.).
 KW0932
 KW0932.The modeled gravity was interpolated from observed gravity values.
 KW0932
 KW0932;                    North         East    Units  Estimated Accuracy
 KW0932;SPC PA S     -   101,890.      673,120.      MT  (+/- 180 meters Scaled)
 KW0932
 KW0932                          SUPERSEDED SURVEY CONTROL
 KW0932
 KW0932  NGVD 29 (??/??/??)  106.832  (m)          350.50   (f) ADJUSTED    1 2
 KW0932
 KW0932.Superseded values are not recommended for survey control.
 KW0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0932.See file dsdata.txt to determine how the superseded data were derived.
 KW0932
 KW0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK392569(NAD 83)
 KW0932_MARKER: B = BOLT
 KW0932_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0932_SP_SET: BRIDGE ABUTMENT
 KW0932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0932
 KW0932  HISTORY     - Date     Condition        Report By
 KW0932  HISTORY     - UNK      MONUMENTED       PRR
 KW0932  HISTORY     - 1959     GOOD             CGS
 KW0932  HISTORY     - 20060325 MARK NOT FOUND   GEOCAC
 KW0932
 KW0932                          STATION DESCRIPTION
 KW0932
 KW0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW0932'AT LEMOYNE.
 KW0932'AT LEMOYNE, CUMBERLAND COUNTY, ON THE LINE OF THE PENNSYLVANIA
 KW0932'RAILROAD PARALLELING THE SOUTHWEST SIDE OF THE SUSQUEHANNA
 KW0932'RIVER, AT BRIDGE 83.16 OVER U.S. HIGHWAY 11, IN THE TOP OF THE
 KW0932'EAST END OF THE SOUTH ABUTMENT, AND NEAR THE INSCRIPTION BM 87.
 KW0932'A COPPER BOLT.
 KW0932
 KW0932                          STATION RECOVERY (2006)
 KW0932
 KW0932'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0932'TWO BRIDGES EXIST WITH THE DESIGNATION 83.16. MARK NOT FOUND ON EITHER
 KW0932'ABUTMENT. BOTH BRIDGE ABUTMENTS HAD SIGNS OF CHANGES. THE SOUTH
 KW0932'ABUTMENT WAS CAPPED WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0066 ***********************************************************************
 LZ0066  DESIGNATION -  87 USGS
 LZ0066  PID         -  LZ0066
 LZ0066  STATE/COUNTY-  PA/SULLIVAN
 LZ0066  USGS QUAD   -  DUSHORE (1983)
 LZ0066
 LZ0066                         *CURRENT SURVEY CONTROL
 LZ0066  ___________________________________________________________________
 LZ0066* NAD 83(1986)-  41 31 24.     (N)    076 24 04.     (W)     SCALED    
 LZ0066* NAVD 88     -       441.846  (meters)    1449.62   (feet)  ADJUSTED  
 LZ0066  ___________________________________________________________________
 LZ0066  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 LZ0066  DYNAMIC HT  -         441.653 (meters)    1448.99  (feet)  COMP
 LZ0066  MODELED GRAV-     980,173.0   (mgal)                       NAVD 88
 LZ0066
 LZ0066  VERT ORDER  -  SECOND    CLASS 0
 LZ0066
 LZ0066.The horizontal coordinates were scaled from a topographic map and have
 LZ0066.an estimated accuracy of +/- 6 seconds.
 LZ0066
 LZ0066.The orthometric height was determined by differential leveling
 LZ0066.and adjusted by the National Geodetic Survey in June 1991..
 LZ0066
 LZ0066.The geoid height was determined by GEOID03.
 LZ0066
 LZ0066.The dynamic height is computed by dividing the NAVD 88
 LZ0066.geopotential number by the normal gravity value computed on the
 LZ0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0066.degrees latitude (g = 980.6199 gals.).
 LZ0066
 LZ0066.The modeled gravity was interpolated from observed gravity values.
 LZ0066
 LZ0066;                    North         East    Units  Estimated Accuracy
 LZ0066;SPC PA N     -   151,540.      712,580.      MT  (+/- 180 meters Scaled)
 LZ0066
 LZ0066                          SUPERSEDED SURVEY CONTROL
 LZ0066
 LZ0066  NGVD 29 (??/??/92)  442.016  (m)         1450.18   (f) ADJ UNCH    2 0
 LZ0066
 LZ0066.Superseded values are not recommended for survey control.
 LZ0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0066.See file dsdata.txt to determine how the superseded data were derived.
 LZ0066
 LZ0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL831978(NAD 83)
 LZ0066_MARKER: DD = SURVEY DISK
 LZ0066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0066_SP_SET: BRIDGE
 LZ0066_STAMPING: 87 USGS HLZ 1968
 LZ0066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0066
 LZ0066  HISTORY     - Date     Condition        Report By
 LZ0066  HISTORY     - 1968     MONUMENTED       PADH
 LZ0066  HISTORY     - 1969     GOOD             NGS
 LZ0066  HISTORY     - 20000901 GOOD             PADT
 LZ0066  HISTORY     - 20050817 POOR             GEOCAC
 LZ0066
 LZ0066                          STATION DESCRIPTION
 LZ0066
 LZ0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ0066'AT DUSHORE.
 LZ0066'AT DUSHORE, ABOUT 0.1 MILE SOUTH ALONG U.S. HIGHWAY 220 FROM THE
 LZ0066'POST OFFICE, 19 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 16
 LZ0066'FEET NORTHEAST OF THE APPROXIMATE CENTER OF WATER STREET, SET IN
 LZ0066'THE TOP OF THE SOUTHEAST WINGWALL OF A BRIDGE AND IS ABOUT 1 FOOT
 LZ0066'ABOVE THE LEVEL OF THE HIGHWAY.
 LZ0066
 LZ0066                          STATION RECOVERY (2000)
 LZ0066
 LZ0066'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (WJH)
 LZ0066'RECOVERED IN GOOD CONDITION.
 LZ0066
 LZ0066                          STATION RECOVERY (2005)
 LZ0066
 LZ0066'RECOVERY NOTE BY GEOCACHING 2005 (JLA)
 LZ0066'COORDINATES ARE N41O31.409 W76O24.071. CONCRETE AROUND BENCHMARK IS IN
 LZ0066'BAD SHAPE. BENCHMARK IT'S SELF IS IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0485 ***********************************************************************
 LZ0485  DESIGNATION -  871.4
 LZ0485  PID         -  LZ0485
 LZ0485  STATE/COUNTY-  PA/SULLIVAN
 LZ0485  USGS QUAD   -  HILLSGROVE (1995)
 LZ0485
 LZ0485                         *CURRENT SURVEY CONTROL
 LZ0485  ___________________________________________________________________
 LZ0485* NAD 83(1986)-  41 26 39.     (N)    076 42 23.     (W)     SCALED    
 LZ0485* NAVD 88     -       265.460  (meters)     870.93   (feet)  ADJUSTED  
 LZ0485  ___________________________________________________________________
 LZ0485  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 LZ0485  DYNAMIC HT  -         265.346 (meters)     870.56  (feet)  COMP
 LZ0485  MODELED GRAV-     980,187.1   (mgal)                       NAVD 88
 LZ0485
 LZ0485  VERT ORDER  -  SECOND    CLASS 0
 LZ0485
 LZ0485.The horizontal coordinates were scaled from a topographic map and have
 LZ0485.an estimated accuracy of +/- 6 seconds.
 LZ0485
 LZ0485.The orthometric height was determined by differential leveling
 LZ0485.and adjusted by the National Geodetic Survey in June 1991..
 LZ0485
 LZ0485.The geoid height was determined by GEOID03.
 LZ0485
 LZ0485.The dynamic height is computed by dividing the NAVD 88
 LZ0485.geopotential number by the normal gravity value computed on the
 LZ0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0485.degrees latitude (g = 980.6199 gals.).
 LZ0485
 LZ0485.The modeled gravity was interpolated from observed gravity values.
 LZ0485
 LZ0485;                    North         East    Units  Estimated Accuracy
 LZ0485;SPC PA N     -   142,400.      687,210.      MT  (+/- 180 meters Scaled)
 LZ0485
 LZ0485                          SUPERSEDED SURVEY CONTROL
 LZ0485
 LZ0485  NGVD 29 (??/??/92)  265.643  (m)          871.53   (f) ADJ UNCH    2 0
 LZ0485
 LZ0485.Superseded values are not recommended for survey control.
 LZ0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0485.See file dsdata.txt to determine how the superseded data were derived.
 LZ0485
 LZ0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL574894(NAD 83)
 LZ0485_MARKER: Q = CHISELED SQUARE
 LZ0485_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0485_SP_SET: BRIDGE
 LZ0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0485
 LZ0485  HISTORY     - Date     Condition        Report By
 LZ0485  HISTORY     - UNK      MONUMENTED       USGS
 LZ0485  HISTORY     - 1935     GOOD             NGS
 LZ0485
 LZ0485                          STATION DESCRIPTION
 LZ0485
 LZ0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ0485'AT HILLSGROVE.
 LZ0485'AT HILLSGROVE, SULLIVAN COUNTY, ON STATE HIGHWAY 87, AT STATION
 LZ0485'253+30, AT BRIDGE 291 (STATION 939+55), IN THE TOP OF THE NORTHWEST
 LZ0485'WING WALL PAINTED 871.4, 13 FEET NORTH OF THE CENTER LINE OF THE
 LZ0485'HIGHWAY, AND LEVEL WITH THE GRADE.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0353 ***********************************************************************
 KY0353  DESIGNATION -  874
 KY0353  PID         -  KY0353
 KY0353  STATE/COUNTY-  PA/WASHINGTON
 KY0353  USGS QUAD   -  AVELLA (1979)
 KY0353
 KY0353                         *CURRENT SURVEY CONTROL
 KY0353  ___________________________________________________________________
 KY0353* NAD 83(1986)-  40 22 07.     (N)    080 29 33.     (W)     SCALED    
 KY0353* NAVD 88     -       266.128  (meters)     873.12   (feet)  ADJUSTED  
 KY0353  ___________________________________________________________________
 KY0353  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 KY0353  DYNAMIC HT  -         265.984 (meters)     872.65  (feet)  COMP
 KY0353  MODELED GRAV-     980,078.4   (mgal)                       NAVD 88
 KY0353
 KY0353  VERT ORDER  -  SECOND    CLASS 0
 KY0353
 KY0353.The horizontal coordinates were scaled from a topographic map and have
 KY0353.an estimated accuracy of +/- 6 seconds.
 KY0353
 KY0353.The orthometric height was determined by differential leveling
 KY0353.and adjusted by the National Geodetic Survey in June 1991..
 KY0353
 KY0353.The geoid height was determined by GEOID03.
 KY0353
 KY0353.The dynamic height is computed by dividing the NAVD 88
 KY0353.geopotential number by the normal gravity value computed on the
 KY0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0353.degrees latitude (g = 980.6199 gals.).
 KY0353
 KY0353.The modeled gravity was interpolated from observed gravity values.
 KY0353
 KY0353;                    North         East    Units  Estimated Accuracy
 KY0353;SPC PA S     -   118,570.      367,120.      MT  (+/- 180 meters Scaled)
 KY0353
 KY0353                          SUPERSEDED SURVEY CONTROL
 KY0353
 KY0353  NGVD 29 (??/??/92)  266.295  (m)          873.67   (f) ADJ UNCH    2 0
 KY0353
 KY0353.Superseded values are not recommended for survey control.
 KY0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0353.See file dsdata.txt to determine how the superseded data were derived.
 KY0353
 KY0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE430687(NAD 83)
 KY0353_MARKER: Z = SEE DESCRIPTION
 KY0353_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0353_SP_SET: BRIDGE
 KY0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0353
 KY0353  HISTORY     - Date     Condition        Report By
 KY0353  HISTORY     - UNK      MONUMENTED       PRR
 KY0353  HISTORY     - 1957     GOOD             NGS
 KY0353  HISTORY     - 1957     GOOD             NGS
 KY0353
 KY0353                          STATION DESCRIPTION
 KY0353
 KY0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0353'1.4 MI W FROM HANLIN STATION.
 KY0353'ABOUT 1.45 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KY0353'THE RAILROAD OVERPASS OVER BLACK TOP ROAD AT HANLIN STATION, A
 KY0353'SQUARE 1 1/2 INCH STEEL PLATE IN THE TOP OF THE EAST END OF THE
 KY0353'NORTH CONCRETE HEAD WALL OF TRIPLE STONE ARCH BRIDGE NO. 33+54 OVER
 KY0353'HARMON CREEK, 9.6 FEET NORTH OF NORTH RAIL OF NORTH TRACK, 1.2
 KY0353'FEET WEST OF EAST END OF CONCRETE HEAD WALL, 1.1 FEET SOUTH OF
 KY0353'NORTH EDGE OF HEAD WALL AND 2 1/2 FEET BELOW LEVEL OF TRACK.
 KY0353'NOTE-- ORIGINAL DESCRIPTION STATES THAT CHARACTER OF MARK IS AN
 KY0353'OUTLINED SQUARE, HOWEVER, IT SEEMS CERTAIN THAT THIS IS THE
 KY0353'ORIGINAL MARK.
 KY0353
 KY0353                          STATION RECOVERY (1957)
 KY0353
 KY0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 KY0353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0402 ***********************************************************************
 LZ0402  DESIGNATION -  874.4 USGS
 LZ0402  PID         -  LZ0402
 LZ0402  STATE/COUNTY-  PA/LYCOMING
 LZ0402  USGS QUAD   -  BODINES (1973)
 LZ0402
 LZ0402                         *CURRENT SURVEY CONTROL
 LZ0402  ___________________________________________________________________
 LZ0402* NAD 83(1986)-  41 28 50.     (N)    076 57 46.     (W)     SCALED    
 LZ0402* NAVD 88     -       266.21   (+/-2cm)     873.4    (feet)  VERTCON   
 LZ0402  ___________________________________________________________________
 LZ0402  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 LZ0402
 LZ0402  VERT ORDER  -  ? (See Below)
 LZ0402
 LZ0402.The horizontal coordinates were scaled from a topographic map and have
 LZ0402.an estimated accuracy of +/- 6 seconds.
 LZ0402
 LZ0402.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ0402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ0402.The vertical order pertains to the NGVD 29 superseded value.
 LZ0402
 LZ0402.The geoid height was determined by GEOID03.
 LZ0402
 LZ0402;                    North         East    Units  Estimated Accuracy
 LZ0402;SPC PA N     -   146,210.      665,750.      MT  (+/- 180 meters Scaled)
 LZ0402
 LZ0402                          SUPERSEDED SURVEY CONTROL
 LZ0402
 LZ0402  NGVD 29 (??/??/92)  266.393  (m)          873.99   (f) ADJ UNCH    ?  
 LZ0402
 LZ0402.Superseded values are not recommended for survey control.
 LZ0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0402.See file dsdata.txt to determine how the superseded data were derived.
 LZ0402
 LZ0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL361939(NAD 83)
 LZ0402_MARKER: Q = CHISELED SQUARE
 LZ0402_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LZ0402_SP_SET: UNSPECIFIED ROCK
 LZ0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0402
 LZ0402  HISTORY     - Date     Condition        Report By
 LZ0402  HISTORY     - UNK      MONUMENTED       USGS
 LZ0402  HISTORY     - 1934     GOOD             NGS
 LZ0402
 LZ0402                          STATION DESCRIPTION
 LZ0402
 LZ0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0402'1 MI E FROM MARSH HILL JUNCTION.
 LZ0402'ABOUT 1.0 MILE EAST ALONG THE SUSQUEHANNA AND NEW YORK RAILROAD
 LZ0402'FROM MARSH HILL JUNCTION, LYCOMING COUNTY, ABOUT 2.500 FEET
 LZ0402'WEST OF MILEPOST 42, ABOUT 100 FEET WEST OF THE JUNCTION OF THE
 LZ0402'TRACKS, 10 FEET NORTH OF THE NORTH TRACK, AND ON A LARGE ROCK.
 LZ0402'A CHISELED SQUARE, ERRONEOUSLY MARKED U.S.B.M. 874.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0145 ***********************************************************************
 KY0145  DESIGNATION -  875
 KY0145  PID         -  KY0145
 KY0145  STATE/COUNTY-  PA/BEAVER
 KY0145  USGS QUAD   -  ZELIENOPLE (1990)
 KY0145
 KY0145                         *CURRENT SURVEY CONTROL
 KY0145  ___________________________________________________________________
 KY0145* NAD 83(1986)-  40 48 52.     (N)    080 13 41.     (W)     SCALED    
 KY0145* NAVD 88     -       266.466  (meters)     874.23   (feet)  ADJUSTED  
 KY0145  ___________________________________________________________________
 KY0145  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KY0145  DYNAMIC HT  -         266.330 (meters)     873.78  (feet)  COMP
 KY0145  MODELED GRAV-     980,111.3   (mgal)                       NAVD 88
 KY0145
 KY0145  VERT ORDER  -  SECOND    CLASS 0
 KY0145
 KY0145.The horizontal coordinates were scaled from a topographic map and have
 KY0145.an estimated accuracy of +/- 6 seconds.
 KY0145
 KY0145.The orthometric height was determined by differential leveling
 KY0145.and adjusted by the National Geodetic Survey in June 1991..
 KY0145
 KY0145.The geoid height was determined by GEOID03.
 KY0145
 KY0145.The dynamic height is computed by dividing the NAVD 88
 KY0145.geopotential number by the normal gravity value computed on the
 KY0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0145.degrees latitude (g = 980.6199 gals.).
 KY0145
 KY0145.The modeled gravity was interpolated from observed gravity values.
 KY0145
 KY0145;                    North         East    Units  Estimated Accuracy
 KY0145;SPC PA S     -   167,390.      390,960.      MT  (+/- 180 meters Scaled)
 KY0145
 KY0145                          SUPERSEDED SURVEY CONTROL
 KY0145
 KY0145  NGVD 29 (??/??/92)  266.612  (m)          874.71   (f) ADJ UNCH    2 0
 KY0145
 KY0145.Superseded values are not recommended for survey control.
 KY0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0145.See file dsdata.txt to determine how the superseded data were derived.
 KY0145
 KY0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF651184(NAD 83)
 KY0145_MARKER: DD = SURVEY DISK
 KY0145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0145_SP_SET: STEP
 KY0145_STAMPING: 875 PENNSYLVANIA ADJ 03
 KY0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0145
 KY0145  HISTORY     - Date     Condition        Report By
 KY0145  HISTORY     - UNK      MONUMENTED       USGS
 KY0145  HISTORY     - 1958     POOR             NGS
 KY0145
 KY0145                          STATION DESCRIPTION
 KY0145
 KY0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KY0145'5 MI SE FROM ELLWOOD CITY.
 KY0145'5.0 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KY0145'THE STATION AT ELLWOOD CITY, IN THE TOP OF THE TOP CONCRETE
 KY0145'STEP OF THE NORTHWEST AND SOUTHWEST CONCRETE AND STONE ABUTMENT
 KY0145'OF RAILROAD BRIDGE NO. 360, 8 3/4 FEET NORTHWEST OF NORTHWEST RAIL
 KY0145'OF NORTHWEST TRACK, 46 FEET NORTH AND ACROSS TRACK FROM TELEPHONE
 KY0145'POLE NO. 39/39, AND ABOUT 1 1/2 FEET BELOW LEVEL OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2505 ***********************************************************************
 KV2505  DESIGNATION -  876 USGS
 KV2505  PID         -  KV2505
 KV2505  STATE/COUNTY-  PA/CHESTER
 KV2505  USGS QUAD   -  MALVERN (1983)
 KV2505
 KV2505                         *CURRENT SURVEY CONTROL
 KV2505  ___________________________________________________________________
 KV2505* NAD 83(1986)-  40 02 03.     (N)    075 33 30.     (W)     SCALED    
 KV2505* NAVD 88     -       148.266  (meters)     486.44   (feet)  ADJUSTED  
 KV2505  ___________________________________________________________________
 KV2505  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 KV2505  DYNAMIC HT  -         148.194 (meters)     486.20  (feet)  COMP
 KV2505  MODELED GRAV-     980,137.8   (mgal)                       NAVD 88
 KV2505
 KV2505  VERT ORDER  -  SECOND    CLASS 0
 KV2505
 KV2505.The horizontal coordinates were scaled from a topographic map and have
 KV2505.an estimated accuracy of +/- 6 seconds.
 KV2505
 KV2505.The orthometric height was determined by differential leveling
 KV2505.and adjusted by the National Geodetic Survey in June 1991..
 KV2505
 KV2505.The geoid height was determined by GEOID03.
 KV2505
 KV2505.The dynamic height is computed by dividing the NAVD 88
 KV2505.geopotential number by the normal gravity value computed on the
 KV2505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2505.degrees latitude (g = 980.6199 gals.).
 KV2505
 KV2505.The modeled gravity was interpolated from observed gravity values.
 KV2505
 KV2505;                    North         East    Units  Estimated Accuracy
 KV2505;SPC PA S     -    80,140.      787,040.      MT  (+/- 180 meters Scaled)
 KV2505
 KV2505                          SUPERSEDED SURVEY CONTROL
 KV2505
 KV2505  NGVD 29 (??/??/??)  148.575  (m)          487.45   (f) ADJUSTED    2 0
 KV2505
 KV2505.Superseded values are not recommended for survey control.
 KV2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2505.See file dsdata.txt to determine how the superseded data were derived.
 KV2505
 KV2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK523316(NAD 83)
 KV2505_MARKER: DD = SURVEY DISK
 KV2505_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2505_SP_SET: BRIDGE UNDERPASS
 KV2505_STAMPING: 876 HARRISBURG
 KV2505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2505_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2505+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2006
 KV2505
 KV2505  HISTORY     - Date     Condition        Report By
 KV2505  HISTORY     - UNK      MONUMENTED       USGS
 KV2505  HISTORY     - 1935     GOOD             CGS
 KV2505  HISTORY     - 20040429 GOOD             GEOTCR
 KV2505  HISTORY     - 20060615 GOOD             AASCO
 KV2505
 KV2505                          STATION DESCRIPTION
 KV2505
 KV2505'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV2505'AT FRAZER.
 KV2505'AT FRAZER, CHESTER COUNTY, AT THE PENNSYLVANIA RAILROAD STATION,
 KV2505'AT BRIDGE 22.87, AND IN THE TOP OF THE NORTHWEST CORNER OF THE
 KV2505'UNDERPASS.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 KV2505'STAMPED 876 HARRISBURG.
 KV2505
 KV2505                          STATION RECOVERY (2004)
 KV2505
 KV2505'RECOVERY NOTE BY GEOTRACER 2004 (CJB)
 KV2505'RECOVERED AS DESCRIBED IN AMTRAK OVERPASS AT PA RT 352
 KV2505
 KV2505                          STATION RECOVERY (2006)
 KV2505
 KV2505'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 KV2505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1256 ***********************************************************************
 MA1256  DESIGNATION -  876.85
 MA1256  PID         -  MA1256
 MA1256  STATE/COUNTY-  PA/CLARION
 MA1256  USGS QUAD   -  PARKER (1979)
 MA1256
 MA1256                         *CURRENT SURVEY CONTROL
 MA1256  ___________________________________________________________________
 MA1256* NAD 83(1986)-  41 04 42.     (N)    079 39 41.     (W)     SCALED    
 MA1256* NAVD 88     -       267.059  (meters)     876.18   (feet)  ADJUSTED  
 MA1256  ___________________________________________________________________
 MA1256  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MA1256  DYNAMIC HT  -         266.934 (meters)     875.77  (feet)  COMP
 MA1256  MODELED GRAV-     980,148.9   (mgal)                       NAVD 88
 MA1256
 MA1256  VERT ORDER  -  FIRST     CLASS II
 MA1256
 MA1256.The horizontal coordinates were scaled from a topographic map and have
 MA1256.an estimated accuracy of +/- 6 seconds.
 MA1256
 MA1256.The orthometric height was determined by differential leveling
 MA1256.and adjusted by the National Geodetic Survey in June 1991..
 MA1256
 MA1256.The geoid height was determined by GEOID03.
 MA1256
 MA1256.The dynamic height is computed by dividing the NAVD 88
 MA1256.geopotential number by the normal gravity value computed on the
 MA1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1256.degrees latitude (g = 980.6199 gals.).
 MA1256
 MA1256.The modeled gravity was interpolated from observed gravity values.
 MA1256
 MA1256;                    North         East    Units  Estimated Accuracy
 MA1256;SPC PA N     -   103,020.      439,390.      MT  (+/- 180 meters Scaled)
 MA1256
 MA1256                          SUPERSEDED SURVEY CONTROL
 MA1256
 MA1256  NGVD 29 (??/??/92)  267.229  (m)          876.73   (f) ADJ UNCH    1 2
 MA1256
 MA1256.Superseded values are not recommended for survey control.
 MA1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1256.See file dsdata.txt to determine how the superseded data were derived.
 MA1256
 MA1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF124483(NAD 83)
 MA1256_MARKER: B = BOLT
 MA1256_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1256_SP_SET: BRIDGE COPING
 MA1256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1256
 MA1256  HISTORY     - Date     Condition        Report By
 MA1256  HISTORY     - UNK      MONUMENTED       PRR
 MA1256  HISTORY     - 1941     GOOD             NGS
 MA1256
 MA1256                          STATION DESCRIPTION
 MA1256
 MA1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MA1256'1.9 MI S FROM PARKERS LANDING.
 MA1256'1.9 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA1256'AT PARKERS LANDING, CLARION COUNTY, 485 FEET SOUTH OF MILEPOST
 MA1256'81, AT BRIDGE NO. 80.91, AND IN THE NORTHWEST END OF THE WEST
 MA1256'COPING.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1346 ***********************************************************************
 LY1346  DESIGNATION -  876.98
 LY1346  PID         -  LY1346
 LY1346  STATE/COUNTY-  PA/LACKAWANNA
 LY1346  USGS QUAD   -  OLYPHANT (1994)
 LY1346
 LY1346                         *CURRENT SURVEY CONTROL
 LY1346  ___________________________________________________________________
 LY1346* NAD 83(1986)-  41 28 52.     (N)    075 32 44.     (W)     SCALED    
 LY1346* NAVD 88     -       267.322  (meters)     877.04   (feet)  ADJUSTED  
 LY1346  ___________________________________________________________________
 LY1346  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 LY1346  DYNAMIC HT  -         267.214 (meters)     876.68  (feet)  COMP
 LY1346  MODELED GRAV-     980,214.0   (mgal)                       NAVD 88
 LY1346
 LY1346  VERT ORDER  -  SECOND    CLASS 0
 LY1346
 LY1346.The horizontal coordinates were scaled from a topographic map and have
 LY1346.an estimated accuracy of +/- 6 seconds.
 LY1346
 LY1346.The orthometric height was determined by differential leveling
 LY1346.and adjusted by the National Geodetic Survey in June 1991..
 LY1346
 LY1346.The geoid height was determined by GEOID03.
 LY1346
 LY1346.The dynamic height is computed by dividing the NAVD 88
 LY1346.geopotential number by the normal gravity value computed on the
 LY1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1346.degrees latitude (g = 980.6199 gals.).
 LY1346
 LY1346.The modeled gravity was interpolated from observed gravity values.
 LY1346
 LY1346;                    North         East    Units  Estimated Accuracy
 LY1346;SPC PA N     -   148,320.      784,090.      MT  (+/- 180 meters Scaled)
 LY1346
 LY1346                          SUPERSEDED SURVEY CONTROL
 LY1346
 LY1346  NGVD 29 (??/??/92)  267.525  (m)          877.70   (f) ADJ UNCH    2 0
 LY1346
 LY1346.Superseded values are not recommended for survey control.
 LY1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1346.See file dsdata.txt to determine how the superseded data were derived.
 LY1346
 LY1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL544923(NAD 83)
 LY1346_MARKER: X = CHISELED CROSS
 LY1346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1346_SP_SET: CULVERT
 LY1346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1346
 LY1346  HISTORY     - Date     Condition        Report By
 LY1346  HISTORY     - UNK      MONUMENTED       DHRR
 LY1346  HISTORY     - 1934     GOOD             NGS
 LY1346  HISTORY     - 1969     GOOD             NGS
 LY1346
 LY1346                          STATION DESCRIPTION
 LY1346
 LY1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY1346'1.1 MI S FROM ARCHBALD.
 LY1346'1.1 MILES SOUTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM
 LY1346'ARCHBALD, AT THE CROSSING OF A SECONDARY ROAD, 12 FEET NORTH OF
 LY1346'THE ROAD, 30 FEET EAST OF THE CENTERLINE OF THE WEST-BOUND TRACK,
 LY1346'AT A 5-FOOT BOX CULVERT, ON THE SOUTHEAST CORNER OF THE EAST
 LY1346'PARAPET WALL, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.
 LY1346'A CHISELED CROSS.
 LY1346
 LY1346                          STATION RECOVERY (1969)
 LY1346
 LY1346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LY1346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0577 ***********************************************************************
 LZ0577  DESIGNATION -  878.223
 LZ0577  PID         -  LZ0577
 LZ0577  STATE/COUNTY-  PA/BRADFORD
 LZ0577  USGS QUAD   -  ULSTER (1969)
 LZ0577
 LZ0577                         *CURRENT SURVEY CONTROL
 LZ0577  ___________________________________________________________________
 LZ0577* NAD 83(1986)-  41 47 00.     (N)    076 34 55.     (W)     SCALED    
 LZ0577* NAVD 88     -       267.601  (meters)     877.95   (feet)  ADJUSTED  
 LZ0577  ___________________________________________________________________
 LZ0577  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 LZ0577  DYNAMIC HT  -         267.493 (meters)     877.60  (feet)  COMP
 LZ0577  MODELED GRAV-     980,212.8   (mgal)                       NAVD 88
 LZ0577
 LZ0577  VERT ORDER  -  SECOND    CLASS 0
 LZ0577
 LZ0577.The horizontal coordinates were scaled from a topographic map and have
 LZ0577.an estimated accuracy of +/- 6 seconds.
 LZ0577
 LZ0577.The orthometric height was determined by differential leveling
 LZ0577.and adjusted by the National Geodetic Survey in June 1991..
 LZ0577
 LZ0577.The geoid height was determined by GEOID03.
 LZ0577
 LZ0577.The dynamic height is computed by dividing the NAVD 88
 LZ0577.geopotential number by the normal gravity value computed on the
 LZ0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0577.degrees latitude (g = 980.6199 gals.).
 LZ0577
 LZ0577.The modeled gravity was interpolated from observed gravity values.
 LZ0577
 LZ0577;                    North         East    Units  Estimated Accuracy
 LZ0577;SPC PA N     -   180,200.      697,100.      MT  (+/- 180 meters Scaled)
 LZ0577
 LZ0577                          SUPERSEDED SURVEY CONTROL
 LZ0577
 LZ0577  NGVD 29 (??/??/92)  267.79   (m)          878.6    (f) COMPUTED    2 0
 LZ0577
 LZ0577.Superseded values are not recommended for survey control.
 LZ0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0577.See file dsdata.txt to determine how the superseded data were derived.
 LZ0577
 LZ0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM685269(NAD 83)
 LZ0577_MARKER: DD = SURVEY DISK
 LZ0577_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0577_SP_SET: BRIDGE
 LZ0577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0577
 LZ0577  HISTORY     - Date     Condition        Report By
 LZ0577  HISTORY     - UNK      MONUMENTED       PADH
 LZ0577  HISTORY     - 1968     MARK NOT FOUND   NGS
 LZ0577
 LZ0577                          STATION DESCRIPTION
 LZ0577
 LZ0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0577'1.3 MI E FROM BURLINGTON.
 LZ0577'1.3 MILES EAST ALONG U.S. HIGHWAY 6 FROM BURLINGTON, BRADFORD
 LZ0577'COUNTY, AT STATION 9/26+30, AT A 40-FOOT SPAN BRIDGE OVER AN
 LZ0577'INTERMITTENT STREAM, IN THE TOP OF THE SOUTHWEST WING WALL, 12
 LZ0577'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL
 LZ0577'WITH THE ROADWAY.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD
 LZ0577'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1608 ***********************************************************************
 KW1608  DESIGNATION -  878.3 USGS
 KW1608  PID         -  KW1608
 KW1608  STATE/COUNTY-  PA/UNION
 KW1608  USGS QUAD   -  WEIKERT (1973)
 KW1608
 KW1608                         *CURRENT SURVEY CONTROL
 KW1608  ___________________________________________________________________
 KW1608* NAD 83(1986)-  40 50 57.     (N)    077 20 55.     (W)     SCALED    
 KW1608* NAVD 88     -       267.71   (+/-2cm)     878.3    (feet)  VERTCON   
 KW1608  ___________________________________________________________________
 KW1608  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KW1608
 KW1608  VERT ORDER  -  ? (See Below)
 KW1608
 KW1608.The horizontal coordinates were scaled from a topographic map and have
 KW1608.an estimated accuracy of +/- 6 seconds.
 KW1608
 KW1608.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW1608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW1608.The vertical order pertains to the NGVD 29 superseded value.
 KW1608
 KW1608.The geoid height was determined by GEOID03.
 KW1608
 KW1608;                    North         East    Units  Estimated Accuracy
 KW1608;SPC PA N     -    75,870.      633,850.      MT  (+/- 180 meters Scaled)
 KW1608
 KW1608                          SUPERSEDED SURVEY CONTROL
 KW1608
 KW1608  NGVD 29 (??/??/??)  267.921  (m)          879.00   (f) ADJUSTED    ?  
 KW1608
 KW1608.Superseded values are not recommended for survey control.
 KW1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1608.See file dsdata.txt to determine how the superseded data were derived.
 KW1608
 KW1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL020246(NAD 83)
 KW1608_MARKER: S = SPIKE
 KW1608_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1608_SP_SET: OAK TREE BASE
 KW1608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1608
 KW1608  HISTORY     - Date     Condition        Report By
 KW1608  HISTORY     - UNK      MONUMENTED       USGS
 KW1608  HISTORY     - 1934     GOOD             CGS
 KW1608
 KW1608                          STATION DESCRIPTION
 KW1608
 KW1608'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1608'0.9 MI E FROM CHERRY RUN.
 KW1608'1.3 MILES WEST OF LINDALE, ABOUT 30 FEET EAST OF POLE 28 40,
 KW1608'ABOUT 25 FEET NORTH OF THE TRACK, AND IN THE SOUTH SIDE OF THE
 KW1608'BASE OF AN 8 INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1624 ***********************************************************************
 LY1624  DESIGNATION -  878.6 USGS
 LY1624  PID         -  LY1624
 LY1624  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1624  USGS QUAD   -  GREAT BEND (1992)
 LY1624
 LY1624                         *CURRENT SURVEY CONTROL
 LY1624  ___________________________________________________________________
 LY1624* NAD 83(1986)-  41 58 11.     (N)    075 43 53.     (W)     SCALED    
 LY1624* NAVD 88     -       267.725  (meters)     878.36   (feet)  ADJUSTED  
 LY1624  ___________________________________________________________________
 LY1624  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 LY1624  DYNAMIC HT  -         267.625 (meters)     878.03  (feet)  COMP
 LY1624  MODELED GRAV-     980,241.1   (mgal)                       NAVD 88
 LY1624
 LY1624  VERT ORDER  -  SECOND    CLASS 0
 LY1624
 LY1624.The horizontal coordinates were scaled from a topographic map and have
 LY1624.an estimated accuracy of +/- 6 seconds.
 LY1624
 LY1624.The orthometric height was determined by differential leveling
 LY1624.and adjusted by the National Geodetic Survey in June 1991..
 LY1624
 LY1624.The geoid height was determined by GEOID03.
 LY1624
 LY1624.The dynamic height is computed by dividing the NAVD 88
 LY1624.geopotential number by the normal gravity value computed on the
 LY1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1624.degrees latitude (g = 980.6199 gals.).
 LY1624
 LY1624.The modeled gravity was interpolated from observed gravity values.
 LY1624
 LY1624;                    North         East    Units  Estimated Accuracy
 LY1624;SPC PA N     -   202,190.      767,310.      MT  (+/- 180 meters Scaled)
 LY1624
 LY1624                          SUPERSEDED SURVEY CONTROL
 LY1624
 LY1624  NGVD 29 (??/??/92)  267.879  (m)          878.87   (f) ADJ UNCH    2 0
 LY1624
 LY1624.Superseded values are not recommended for survey control.
 LY1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1624.See file dsdata.txt to determine how the superseded data were derived.
 LY1624
 LY1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM393466(NAD 83)
 LY1624_MARKER: Q = CHISELED SQUARE
 LY1624_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1624_SP_SET: SIGNAL BASE
 LY1624_STAMPING: 878.6
 LY1624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1624
 LY1624  HISTORY     - Date     Condition        Report By
 LY1624  HISTORY     - UNK      MONUMENTED       USGS
 LY1624  HISTORY     - 1934     GOOD             NGS
 LY1624
 LY1624                          STATION DESCRIPTION
 LY1624
 LY1624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY1624'AT GREAT BEND.
 LY1624'AT GREAT BEND, SUSQUEHANNA COUNTY, ABOUT 0.7 MILE EAST ALONG
 LY1624'THE ERIE RAILROAD FROM THE STATION, 60 FEET WEST OF THE CENTER
 LY1624'OF A ROAD CROSSING, ON THE BASE OF AN ABANDONED SIGNAL, 9 FEET
 LY1624'NORTH OF THE CENTER LINE OF THE WEST-BOUND TRACK, AND ABOUT 1
 LY1624'FOOT LOWER THAN THE TOP OF THE RAIL.  A CHISELED SQUARE, MARKED
 LY1624'878.6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0493 ***********************************************************************
 MA0493  DESIGNATION -  88
 MA0493  PID         -  MA0493
 MA0493  STATE/COUNTY-  PA/CLEARFIELD
 MA0493  USGS QUAD   -  PENFIELD (1993)
 MA0493
 MA0493                         *CURRENT SURVEY CONTROL
 MA0493  ___________________________________________________________________
 MA0493* NAD 83(1986)-  41 12 17.     (N)    078 34 15.     (W)     SCALED    
 MA0493* NAVD 88     -       391.402  (meters)    1284.12   (feet)  ADJUSTED  
 MA0493  ___________________________________________________________________
 MA0493  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 MA0493  DYNAMIC HT  -         391.213 (meters)    1283.50  (feet)  COMP
 MA0493  MODELED GRAV-     980,129.1   (mgal)                       NAVD 88
 MA0493
 MA0493  VERT ORDER  -  SECOND    CLASS 0
 MA0493
 MA0493.The horizontal coordinates were scaled from a topographic map and have
 MA0493.an estimated accuracy of +/- 6 seconds.
 MA0493
 MA0493.The orthometric height was determined by differential leveling
 MA0493.and adjusted by the National Geodetic Survey in June 1991..
 MA0493
 MA0493.The geoid height was determined by GEOID03.
 MA0493
 MA0493.The dynamic height is computed by dividing the NAVD 88
 MA0493.geopotential number by the normal gravity value computed on the
 MA0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0493.degrees latitude (g = 980.6199 gals.).
 MA0493
 MA0493.The modeled gravity was interpolated from observed gravity values.
 MA0493
 MA0493;                    North         East    Units  Estimated Accuracy
 MA0493;SPC PA N     -   115,610.      531,160.      MT  (+/- 180 meters Scaled)
 MA0493
 MA0493                          SUPERSEDED SURVEY CONTROL
 MA0493
 MA0493  NGVD 29 (??/??/92)  391.53   (m)         1284.5    (f) COMPUTED    2 0
 MA0493
 MA0493.Superseded values are not recommended for survey control.
 MA0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0493.See file dsdata.txt to determine how the superseded data were derived.
 MA0493
 MA0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF036643(NAD 83)
 MA0493_MARKER: Q = CHISELED SQUARE
 MA0493_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0493_SP_SET: STONE FOUNDATION
 MA0493_STAMPING: BM 88
 MA0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0493
 MA0493  HISTORY     - Date     Condition        Report By
 MA0493  HISTORY     - UNK      MONUMENTED       PRR
 MA0493  HISTORY     - 1934     GOOD             NGS
 MA0493
 MA0493                          STATION DESCRIPTION
 MA0493
 MA0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0493'12.5 MI E FROM DU BOIS.
 MA0493'ABOUT 12.5 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0493'DU BOIS, CLEARFIELD COUNTY, ABOUT 0.1 MILE EAST OF THE STATION
 MA0493'AT PENFIELD, ABOUT 2,250 FEET WEST OF MILEPOST 32, AT A WATER
 MA0493'TANK, ON THE TOP OF THE SOUTHEAST END OF THE STONE FOUNDATION,
 MA0493'21 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT
 MA0493'HIGHER THAN THE TOP OF THE RAIL.  A CHISELED SQUARE, MARKED BY
 MA0493'THE CHISELED LETTERS BM 88.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0437 ***********************************************************************
 MA0437  DESIGNATION -  88
 MA0437  PID         -  MA0437
 MA0437  STATE/COUNTY-  PA/ELK
 MA0437  USGS QUAD   -  RIDGWAY (1988)
 MA0437
 MA0437                         *CURRENT SURVEY CONTROL
 MA0437  ___________________________________________________________________
 MA0437* NAD 83(1986)-  41 29 27.     (N)    078 40 44.     (W)     SCALED    
 MA0437* NAVD 88     -       439.912  (meters)    1443.28   (feet)  ADJUSTED  
 MA0437  ___________________________________________________________________
 MA0437  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 MA0437  DYNAMIC HT  -         439.722 (meters)    1442.65  (feet)  COMP
 MA0437  MODELED GRAV-     980,179.1   (mgal)                       NAVD 88
 MA0437
 MA0437  VERT ORDER  -  FIRST     CLASS I
 MA0437
 MA0437.The horizontal coordinates were scaled from a topographic map and have
 MA0437.an estimated accuracy of +/- 6 seconds.
 MA0437
 MA0437.The orthometric height was determined by differential leveling
 MA0437.and adjusted by the National Geodetic Survey in June 1991..
 MA0437
 MA0437.The geoid height was determined by GEOID03.
 MA0437
 MA0437.The dynamic height is computed by dividing the NAVD 88
 MA0437.geopotential number by the normal gravity value computed on the
 MA0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0437.degrees latitude (g = 980.6199 gals.).
 MA0437
 MA0437.The modeled gravity was interpolated from observed gravity values.
 MA0437
 MA0437;                    North         East    Units  Estimated Accuracy
 MA0437;SPC PA N     -   147,470.      522,440.      MT  (+/- 180 meters Scaled)
 MA0437
 MA0437                          SUPERSEDED SURVEY CONTROL
 MA0437
 MA0437  NGVD 29 (??/??/92)  440.070  (m)         1443.80   (f) ADJ UNCH    1 1
 MA0437
 MA0437.Superseded values are not recommended for survey control.
 MA0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0437.See file dsdata.txt to determine how the superseded data were derived.
 MA0437
 MA0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF937958(NAD 83)
 MA0437_MARKER: Z = SEE DESCRIPTION
 MA0437_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0437_SP_SET: ABUTMENT
 MA0437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0437+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2004
 MA0437
 MA0437  HISTORY     - Date     Condition        Report By
 MA0437  HISTORY     - UNK      MONUMENTED       PRR
 MA0437  HISTORY     - 1967     GOOD             NGS
 MA0437  HISTORY     - 20040421 GOOD             USPSQD
 MA0437
 MA0437                          STATION DESCRIPTION
 MA0437
 MA0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0437'0.1 MI SW FROM JOHNSONBURG.
 MA0437'ABOUT 0.1 MILE SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MA0437'THE RAILROAD OVERPASS FOR U.S. HIGHWAY 219 AT JOHNSONBURG, ABOUT 50
 MA0437'FEET BELOW THE TOP OF THE BALTIMORE AND OHIO RAILROAD OVERPASS FOR
 MA0437'THE PENNSYLVANIA RAILROAD, OR ABOUT 0.35 MILE NORTHWEST ALONG THE
 MA0437'PENNSYLVANIA RAILROAD FROM THE STATION AT JOHNSONBURG,
 MA0437'A COPPER PLUG SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 MA0437'STONE ABUTMENT OF THE PENNSYLVANIA RAILROAD BRIDGE OVER THE
 MA0437'CLARION RIVER, THE PLUG IS SURROUNDED BY THE LEGEND BM NO 88
 MA0437'WHICH IS INSCRIBED IN THE STONE, 9 1/2 FEET NORTHEAST OF THE
 MA0437'NORTHEAST RAIL OF THE MAIN TRACK, AND ABOUT 1 1/2 FEET BELOW
 MA0437'THE LEVEL OF THE TRACKS.
 MA0437
 MA0437                          STATION RECOVERY (2004)
 MA0437
 MA0437'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1423 ***********************************************************************
 KW1423  DESIGNATION -  88 PADH
 KW1423  PID         -  KW1423
 KW1423  STATE/COUNTY-  PA/PERRY
 KW1423  USGS QUAD   -  MILLERSBURG (1969)
 KW1423
 KW1423                         *CURRENT SURVEY CONTROL
 KW1423  ___________________________________________________________________
 KW1423* NAD 83(1986)-  40 34 02.     (N)    076 59 36.     (W)     SCALED    
 KW1423* NAVD 88     -       120.303  (meters)     394.69   (feet)  ADJUSTED  
 KW1423  ___________________________________________________________________
 KW1423  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KW1423  DYNAMIC HT  -         120.245 (meters)     394.50  (feet)  COMP
 KW1423  MODELED GRAV-     980,149.3   (mgal)                       NAVD 88
 KW1423
 KW1423  VERT ORDER  -  FIRST     CLASS II
 KW1423
 KW1423.The horizontal coordinates were scaled from a topographic map and have
 KW1423.an estimated accuracy of +/- 6 seconds.
 KW1423
 KW1423.The orthometric height was determined by differential leveling
 KW1423.and adjusted by the National Geodetic Survey in June 1991..
 KW1423
 KW1423.The geoid height was determined by GEOID03.
 KW1423
 KW1423.The dynamic height is computed by dividing the NAVD 88
 KW1423.geopotential number by the normal gravity value computed on the
 KW1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1423.degrees latitude (g = 980.6199 gals.).
 KW1423
 KW1423.The modeled gravity was interpolated from observed gravity values.
 KW1423
 KW1423;                    North         East    Units  Estimated Accuracy
 KW1423;SPC PA S     -   137,280.      664,070.      MT  (+/- 180 meters Scaled)
 KW1423
 KW1423                          SUPERSEDED SURVEY CONTROL
 KW1423
 KW1423  NGVD 29 (??/??/??)  120.536  (m)          395.46   (f) ADJUSTED    1 2
 KW1423
 KW1423.Superseded values are not recommended for survey control.
 KW1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1423.See file dsdata.txt to determine how the superseded data were derived.
 KW1423
 KW1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK312926(NAD 83)
 KW1423_MARKER: DD = SURVEY DISK
 KW1423_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1423_SP_SET: BRIDGE
 KW1423_STAMPING: 88 USGS FAD 1957
 KW1423_MARK LOGO: PADH  
 KW1423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1423
 KW1423  HISTORY     - Date     Condition        Report By
 KW1423  HISTORY     - 1957     MONUMENTED       PADH
 KW1423  HISTORY     - 1966     GOOD             CGS
 KW1423  HISTORY     - 1983     GOOD             NGS
 KW1423  HISTORY     - 1987     GOOD             USPSQD
 KW1423  HISTORY     - 1989     GOOD             USPSQD
 KW1423
 KW1423                          STATION DESCRIPTION
 KW1423
 KW1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1423'0.5 MI S FROM LIVERPOOL.
 KW1423'0.5 MILE SOUTH ALONG U.S. HIGHWAYS 11 AND 15 FROM THE POST
 KW1423'OFFICE IN LIVERPOOL, 27 FEET EAST OF THE APPROXIMATE CENTER OF
 KW1423'HIGHWAY, SET IN THE TOP OF THE SOUTHEAST WINGWALL OF A BRIDGE
 KW1423'AND IS ABOUT LEVEL WITH THE HIGHWAY.
 KW1423
 KW1423                          STATION RECOVERY (1983)
 KW1423
 KW1423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KW1423'RECOVERED IN GOOD CONDITION.
 KW1423
 KW1423                          STATION RECOVERY (1987)
 KW1423
 KW1423'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 KW1423'RECOVERED IN GOOD CONDITION.
 KW1423
 KW1423                          STATION RECOVERY (1989)
 KW1423
 KW1423'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0313 ***********************************************************************
 KY0313  DESIGNATION -  8.80
 KY0313  PID         -  KY0313
 KY0313  STATE/COUNTY-  PA/WASHINGTON
 KY0313  USGS QUAD   -  BRIDGEVILLE (1979)
 KY0313
 KY0313                         *CURRENT SURVEY CONTROL
 KY0313  ___________________________________________________________________
 KY0313* NAD 83(1986)-  40 18 08.     (N)    080 06 52.     (W)     SCALED    
 KY0313* NAVD 88     -       265.103  (meters)     869.76   (feet)  ADJUSTED  
 KY0313  ___________________________________________________________________
 KY0313  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 KY0313  DYNAMIC HT  -         264.963 (meters)     869.30  (feet)  COMP
 KY0313  MODELED GRAV-     980,090.5   (mgal)                       NAVD 88
 KY0313
 KY0313  VERT ORDER  -  SECOND    CLASS 0
 KY0313
 KY0313.The horizontal coordinates were scaled from a topographic map and have
 KY0313.an estimated accuracy of +/- 6 seconds.
 KY0313
 KY0313.The orthometric height was determined by differential leveling
 KY0313.and adjusted by the National Geodetic Survey in June 1991..
 KY0313
 KY0313.The geoid height was determined by GEOID03.
 KY0313
 KY0313.The dynamic height is computed by dividing the NAVD 88
 KY0313.geopotential number by the normal gravity value computed on the
 KY0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0313.degrees latitude (g = 980.6199 gals.).
 KY0313
 KY0313.The modeled gravity was interpolated from observed gravity values.
 KY0313
 KY0313;                    North         East    Units  Estimated Accuracy
 KY0313;SPC PA S     -   110,270.      399,020.      MT  (+/- 180 meters Scaled)
 KY0313
 KY0313                          SUPERSEDED SURVEY CONTROL
 KY0313
 KY0313  NGVD 29 (??/??/92)  265.237  (m)          870.20   (f) ADJ UNCH    2 0
 KY0313
 KY0313.Superseded values are not recommended for survey control.
 KY0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0313.See file dsdata.txt to determine how the superseded data were derived.
 KY0313
 KY0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE752616(NAD 83)
 KY0313_MARKER: Q = CHISELED SQUARE
 KY0313_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0313_SP_SET: ABUTMENT
 KY0313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0313
 KY0313  HISTORY     - Date     Condition        Report By
 KY0313  HISTORY     - UNK      MONUMENTED       CGS
 KY0313  HISTORY     - 1957     GOOD             NGS
 KY0313
 KY0313                          STATION DESCRIPTION
 KY0313
 KY0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0313'AT HILLS.
 KY0313'AT HILLS, ALONG THE PENNSYLVANIA RAILROAD, A 3-INCH OUTLINED
 KY0313'SQUARE WITH THE LETTERS BM CUT IN TOP OF THE WEST END OF NORTH
 KY0313'CONCRETE ABUTMENT OF OVERPASS NO. 8.80 OVER BLACK TOP ROAD,
 KY0313'11 FEET WEST OF WEST RAIL AND 3 1/2 FEET BELOW LEVEL OF
 KY0313'TRACK.  NOTE-- THE TOP OF CONCRETE IS CHIPPED AND ONLY THE EAST
 KY0313'HALF OF SQUARE REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1622 ***********************************************************************
 LY1622  DESIGNATION -  880
 LY1622  PID         -  LY1622
 LY1622  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1622  USGS QUAD   -  GREAT BEND (1992)
 LY1622
 LY1622                         *CURRENT SURVEY CONTROL
 LY1622  ___________________________________________________________________
 LY1622* NAD 83(1986)-  41 58 14.     (N)    075 44 41.     (W)     SCALED    
 LY1622* NAVD 88     -       268.325  (meters)     880.33   (feet)  ADJUSTED  
 LY1622  ___________________________________________________________________
 LY1622  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 LY1622  DYNAMIC HT  -         268.225 (meters)     880.00  (feet)  COMP
 LY1622  MODELED GRAV-     980,242.5   (mgal)                       NAVD 88
 LY1622
 LY1622  VERT ORDER  -  SECOND    CLASS 0
 LY1622
 LY1622.The horizontal coordinates were scaled from a topographic map and have
 LY1622.an estimated accuracy of +/- 6 seconds.
 LY1622
 LY1622.The orthometric height was determined by differential leveling
 LY1622.and adjusted by the National Geodetic Survey in June 1991..
 LY1622
 LY1622.The geoid height was determined by GEOID03.
 LY1622
 LY1622.The dynamic height is computed by dividing the NAVD 88
 LY1622.geopotential number by the normal gravity value computed on the
 LY1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1622.degrees latitude (g = 980.6199 gals.).
 LY1622
 LY1622.The modeled gravity was interpolated from observed gravity values.
 LY1622
 LY1622;                    North         East    Units  Estimated Accuracy
 LY1622;SPC PA N     -   202,260.      766,200.      MT  (+/- 180 meters Scaled)
 LY1622
 LY1622                          SUPERSEDED SURVEY CONTROL
 LY1622
 LY1622.No superseded survey control is available for this station.
 LY1622
 LY1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM382467(NAD 83)
 LY1622_MARKER: DD = SURVEY DISK
 LY1622_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1622_SP_SET: WATER TANK FOUNDATION
 LY1622_STAMPING: 880 ALBANY 1900
 LY1622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1622
 LY1622  HISTORY     - Date     Condition        Report By
 LY1622  HISTORY     - 1900     MONUMENTED       USGS
 LY1622  HISTORY     - 1934     GOOD             NGS
 LY1622  HISTORY     - 1982     POOR             NGS
 LY1622
 LY1622                          STATION DESCRIPTION
 LY1622
 LY1622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY1622'AT GREAT BEND.
 LY1622'IS AT GREAT BEND, SUSQUEHANNA COUNTY, PA., 200 FEET NORTH OF THE
 LY1622'STATION, ON THE RAILROAD WATER TANK, IN THE FACE OF THE SOUTHEAST
 LY1622'FOUNDATION STONE.  GREAT BEND, 200 FEET NORTH OF STATION, IN
 LY1622'FACE OF SOUTHEAST FOUNDATION STONE OF RAILROAD WATER TANK, BRONZE
 LY1622'TABLET STAMPED 880 ALBANY 1900.
 LY1622
 LY1622                          STATION RECOVERY (1982)
 LY1622
 LY1622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LY1622'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE7850 ***********************************************************************
 AE7850  DESIGNATION -  8800
 AE7850  PID         -  AE7850
 AE7850  STATE/COUNTY-  PA/WESTMORELAND
 AE7850  USGS QUAD   -  MAMMOTH (1993)
 AE7850
 AE7850                         *CURRENT SURVEY CONTROL
 AE7850  ___________________________________________________________________
 AE7850* NAD 83(1992)-  40 08 16.82302(N)    079 24 36.38199(W)     ADJUSTED  
 AE7850* NAVD 88     -       544.4    (meters)    1786.     (feet)  GPS OBS   
 AE7850  ___________________________________________________________________
 AE7850  X           -     897,431.050 (meters)                     COMP
 AE7850  Y           -  -4,800,062.776 (meters)                     COMP
 AE7850  Z           -   4,090,042.434 (meters)                     COMP
 AE7850  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 AE7850  ELLIP HEIGHT-         512.11  (meters)          (08/10/01) GPS OBS
 AE7850  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 AE7850
 AE7850  HORZ ORDER  -  FIRST
 AE7850  ELLP ORDER  -  FOURTH    CLASS II
 AE7850
 AE7850.The horizontal coordinates were established by GPS observations
 AE7850.and adjusted by the National Geodetic Survey in March 1998..
 AE7850
 AE7850.The orthometric height was determined by GPS observations and a
 AE7850.high-resolution geoid model.
 AE7850
 AE7850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7850
 AE7850.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7850
 AE7850.The ellipsoidal height was determined by GPS observations
 AE7850.and is referenced to NAD 83.
 AE7850
 AE7850.The geoid height was determined by GEOID03.
 AE7850
 AE7850;                    North         East     Units Scale Factor Converg.
 AE7850;SPC PA S     -    90,676.200   458,534.906   MT  0.99997431   -1 04 37.4
 AE7850;SPC PA S     -   297,493.50  1,504,376.60   sFT  0.99997431   -1 04 37.4
 AE7850;UTM  17      - 4,444,286.312   635,442.233   MT  0.99982583   +1 01 30.2
 AE7850
 AE7850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7850!SPC PA S     -   0.99991967  x   0.99997431  =   0.99989398
 AE7850!UTM  17      -   0.99991967  x   0.99982583  =   0.99974551
 AE7850
 AE7850                          SUPERSEDED SURVEY CONTROL
 AE7850
 AE7850  ELLIP H (03/18/98)  512.10   (m)                       GP(       ) 3 1
 AE7850
 AE7850.Superseded values are not recommended for survey control.
 AE7850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7850.See file dsdata.txt to determine how the superseded data were derived.
 AE7850
 AE7850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE3544244286(NAD 83)
 AE7850_MARKER: DD = SURVEY DISK
 AE7850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7850_SP_SET: SET IN A CONCRETE MONUMENT
 AE7850_STAMPING: HARN 8800
 AE7850_MARK LOGO: PATUCO
 AE7850_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE7850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7850+STABILITY: SURFACE MOTION
 AE7850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7850+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7850
 AE7850  HISTORY     - Date     Condition        Report By
 AE7850  HISTORY     - 1997     MONUMENTED       NEILAN
 AE7850
 AE7850                          STATION DESCRIPTION
 AE7850
 AE7850'DESCRIBED BY THE NEILAN ENGINEERS INCORPORATED 1997 (TEK)
 AE7850'THE STATION IS LOCATED AT MILE 88.00 OF THE PA TURNPIKE, IN THE GRASS
 AE7850'AREA ON THE EAST SIDE OF THE HIGHWAY, WEST OF THE RIGHT OF WAY FENCE,
 AE7850'ABOUT 36 FEET WEST OF THE FENCE AND 19 FEET EAST OF THE EAST EDGE OF
 AE7850'THE WESTBOUND BERM. THE STATION IS 49.91 FT SW OF A REBAR IN THE
 AE7850'FENCELINE, AND 51.25 FT NW OF ANOTHER REBAR IN THE FENCELINE. TO REACH
 AE7850'THE STATION FROM THE DONEGAL INTERCHANGE (EXIT 9), PROCEED WEST ON THE
 AE7850'TURNPIKE FOR 1.6 MI TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1627 ***********************************************************************
 LY1627  DESIGNATION -  880.4
 LY1627  PID         -  LY1627
 LY1627  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1627  USGS QUAD   -  GREAT BEND (1992)
 LY1627
 LY1627                         *CURRENT SURVEY CONTROL
 LY1627  ___________________________________________________________________
 LY1627* NAD 83(1986)-  41 57 39.     (N)    075 41 45.     (W)     SCALED    
 LY1627* NAVD 88     -       271.303  (meters)     890.10   (feet)  ADJUSTED  
 LY1627  ___________________________________________________________________
 LY1627  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 LY1627  DYNAMIC HT  -         271.203 (meters)     889.77  (feet)  COMP
 LY1627  MODELED GRAV-     980,243.8   (mgal)                       NAVD 88
 LY1627
 LY1627  VERT ORDER  -  SECOND    CLASS 0
 LY1627
 LY1627.The horizontal coordinates were scaled from a topographic map and have
 LY1627.an estimated accuracy of +/- 6 seconds.
 LY1627
 LY1627.The orthometric height was determined by differential leveling
 LY1627.and adjusted by the National Geodetic Survey in June 1991..
 LY1627
 LY1627.The geoid height was determined by GEOID03.
 LY1627
 LY1627.The dynamic height is computed by dividing the NAVD 88
 LY1627.geopotential number by the normal gravity value computed on the
 LY1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1627.degrees latitude (g = 980.6199 gals.).
 LY1627
 LY1627.The modeled gravity was interpolated from observed gravity values.
 LY1627
 LY1627;                    North         East    Units  Estimated Accuracy
 LY1627;SPC PA N     -   201,270.      770,280.      MT  (+/- 180 meters Scaled)
 LY1627
 LY1627                          SUPERSEDED SURVEY CONTROL
 LY1627
 LY1627  NGVD 29 (??/??/92)  271.465  (m)          890.63   (f) ADJ UNCH    2 0
 LY1627
 LY1627.Superseded values are not recommended for survey control.
 LY1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1627.See file dsdata.txt to determine how the superseded data were derived.
 LY1627
 LY1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM423456(NAD 83)
 LY1627_MARKER: Q = CHISELED SQUARE
 LY1627_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1627_SP_SET: SIGNAL BASE
 LY1627_STAMPING: 880.4
 LY1627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1627
 LY1627  HISTORY     - Date     Condition        Report By
 LY1627  HISTORY     - UNK      MONUMENTED       USGS
 LY1627  HISTORY     - 1934     GOOD             NGS
 LY1627
 LY1627                          STATION DESCRIPTION
 LY1627
 LY1627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY1627'1.5 MI W FROM HICKORY GROVE.
 LY1627'ABOUT 1.5 MILES WEST ALONG THE ERIE RAILROAD FROM THE STATION
 LY1627'AT HICKORY GROVE, SUSQUEHANNA COUNTY, ABOUT 1,128 FEET EAST OF
 LY1627'MILEPOST 197, ON THE BASE OF SIGNAL 196.2, 8 FEET SOUTH OF THE
 LY1627'CENTER LINE OF THE EAST-BOUND TRACK, AND ABOUT 1 FOOT LOWER
 LY1627'THAN THE TRACK.  A CHISELED SQUARE, MARKED 880.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0298 ***********************************************************************
 MA0298  DESIGNATION -  880.5
 MA0298  PID         -  MA0298
 MA0298  STATE/COUNTY-  PA/CAMERON
 MA0298  USGS QUAD   -  FIRST FORK (1989)
 MA0298
 MA0298                         *CURRENT SURVEY CONTROL
 MA0298  ___________________________________________________________________
 MA0298* NAD 83(1986)-  41 23 58.     (N)    078 01 49.     (W)     SCALED    
 MA0298* NAVD 88     -       268.246  (meters)     880.07   (feet)  ADJUSTED  
 MA0298  ___________________________________________________________________
 MA0298  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 MA0298  DYNAMIC HT  -         268.125 (meters)     879.67  (feet)  COMP
 MA0298  MODELED GRAV-     980,163.8   (mgal)                       NAVD 88
 MA0298
 MA0298  VERT ORDER  -  SECOND    CLASS 0
 MA0298
 MA0298.The horizontal coordinates were scaled from a topographic map and have
 MA0298.an estimated accuracy of +/- 6 seconds.
 MA0298
 MA0298.The orthometric height was determined by differential leveling
 MA0298.and adjusted by the National Geodetic Survey in June 1991..
 MA0298
 MA0298.The geoid height was determined by GEOID03.
 MA0298
 MA0298.The dynamic height is computed by dividing the NAVD 88
 MA0298.geopotential number by the normal gravity value computed on the
 MA0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0298.degrees latitude (g = 980.6199 gals.).
 MA0298
 MA0298.The modeled gravity was interpolated from observed gravity values.
 MA0298
 MA0298;                    North         East    Units  Estimated Accuracy
 MA0298;SPC PA N     -   136,940.      576,560.      MT  (+/- 180 meters Scaled)
 MA0298
 MA0298                          SUPERSEDED SURVEY CONTROL
 MA0298
 MA0298  NGVD 29 (??/??/92)  268.409  (m)          880.61   (f) ADJ UNCH    2 0
 MA0298
 MA0298.Superseded values are not recommended for survey control.
 MA0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0298.See file dsdata.txt to determine how the superseded data were derived.
 MA0298
 MA0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF482873(NAD 83)
 MA0298_MARKER: X = CHISELED CROSS
 MA0298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0298_SP_SET: STONE CRUSHER FOUNDATION
 MA0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0298
 MA0298  HISTORY     - Date     Condition        Report By
 MA0298  HISTORY     - UNK      MONUMENTED       USGS
 MA0298  HISTORY     - 1934     GOOD             NGS
 MA0298
 MA0298                          STATION DESCRIPTION
 MA0298
 MA0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0298'7.4 MI N FROM SINNAMAHONING.
 MA0298'ABOUT 7.4 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MA0298'SINNAMAHONING, CAMERON COUNTY, ABOUT 2,834 FEET NORTH OF
 MA0298'MILEPOST 98, ABOUT 40 FEET EAST OF THE CENTER LINE OF A HIGHWAY,
 MA0298'ON THE TOP OF AN ABANDONED CONCRETE STONE CRUSHER FOUNDATION,
 MA0298'8 FEET WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT 1/2 FOOT
 MA0298'HIGHER THAN THE TOP OF THE RAIL.  A CHISELED CROSS IN A CIRCLE,
 MA0298'MARKED BY THE PAINTED NUMBER 880.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1625 ***********************************************************************
 LY1625  DESIGNATION -  884.6 USGS
 LY1625  PID         -  LY1625
 LY1625  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1625  USGS QUAD   -  GREAT BEND (1992)
 LY1625
 LY1625                         *CURRENT SURVEY CONTROL
 LY1625  ___________________________________________________________________
 LY1625* NAD 83(1986)-  41 58 07.     (N)    075 42 42.     (W)     SCALED    
 LY1625* NAVD 88     -       269.563  (meters)     884.39   (feet)  ADJUSTED  
 LY1625  ___________________________________________________________________
 LY1625  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 LY1625  DYNAMIC HT  -         269.462 (meters)     884.06  (feet)  COMP
 LY1625  MODELED GRAV-     980,241.4   (mgal)                       NAVD 88
 LY1625
 LY1625  VERT ORDER  -  SECOND    CLASS 0
 LY1625
 LY1625.The horizontal coordinates were scaled from a topographic map and have
 LY1625.an estimated accuracy of +/- 6 seconds.
 LY1625
 LY1625.The orthometric height was determined by differential leveling
 LY1625.and adjusted by the National Geodetic Survey in June 1991..
 LY1625
 LY1625.The geoid height was determined by GEOID03.
 LY1625
 LY1625.The dynamic height is computed by dividing the NAVD 88
 LY1625.geopotential number by the normal gravity value computed on the
 LY1625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1625.degrees latitude (g = 980.6199 gals.).
 LY1625
 LY1625.The modeled gravity was interpolated from observed gravity values.
 LY1625
 LY1625;                    North         East    Units  Estimated Accuracy
 LY1625;SPC PA N     -   202,110.      768,950.      MT  (+/- 180 meters Scaled)
 LY1625
 LY1625                          SUPERSEDED SURVEY CONTROL
 LY1625
 LY1625  NGVD 29 (??/??/92)  269.719  (m)          884.90   (f) ADJ UNCH    2 0
 LY1625
 LY1625.Superseded values are not recommended for survey control.
 LY1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1625.See file dsdata.txt to determine how the superseded data were derived.
 LY1625
 LY1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM410465(NAD 83)
 LY1625_MARKER: Q = CHISELED SQUARE
 LY1625_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1625_SP_SET: SIGNAL BASE
 LY1625_STAMPING: 884.6
 LY1625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1625
 LY1625  HISTORY     - Date     Condition        Report By
 LY1625  HISTORY     - UNK      MONUMENTED       USGS
 LY1625  HISTORY     - 1934     GOOD             NGS
 LY1625  HISTORY     - 1982     MARK NOT FOUND   NGS
 LY1625
 LY1625                          STATION DESCRIPTION
 LY1625
 LY1625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY1625'1.7 MI E FROM GREAT BEND.
 LY1625'ABOUT 1.7 MILES EAST ALONG THE ERIE RAILROAD FROM THE STATION
 LY1625'AT GREAT BEND, SUSQUEHANNA COUNTY, ON THE BASE OF SIGNAL 1981,
 LY1625'8 FEET NORTH OF THE CENTER LINE OF THE WEST-BOUND TRACK, AND
 LY1625'ABOUT 6 INCHES LOWER THAN THE TOP OF THE RAIL.  A CHISELED
 LY1625'SQUARE, MARKED 884.6.
 LY1625
 LY1625                          STATION RECOVERY (1982)
 LY1625
 LY1625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LY1625'NOT RECOVERED, THE SIGNAL HAS BEEN REMOVED AND A NEW SIGNAL HAS BEEN
 LY1625'INSTALLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1575 ***********************************************************************
 JV1575  DESIGNATION -  886 USGS
 JV1575  PID         -  JV1575
 JV1575  STATE/COUNTY-  PA/YORK
 JV1575  USGS QUAD   -  STEWARTSTOWN (1983)
 JV1575
 JV1575                         *CURRENT SURVEY CONTROL
 JV1575  ___________________________________________________________________
 JV1575* NAD 83(1986)-  39 45 07.     (N)    076 35 31.     (W)     SCALED    
 JV1575* NAVD 88     -       269.697  (meters)     884.83   (feet)  ADJUSTED  
 JV1575  ___________________________________________________________________
 JV1575  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 JV1575  DYNAMIC HT  -         269.561 (meters)     884.38  (feet)  COMP
 JV1575  MODELED GRAV-     980,112.1   (mgal)                       NAVD 88
 JV1575
 JV1575  VERT ORDER  -  SECOND    CLASS 0
 JV1575
 JV1575.The horizontal coordinates were scaled from a topographic map and have
 JV1575.an estimated accuracy of +/- 6 seconds.
 JV1575
 JV1575.The orthometric height was determined by differential leveling
 JV1575.and adjusted by the National Geodetic Survey in June 1991..
 JV1575
 JV1575.The geoid height was determined by GEOID03.
 JV1575
 JV1575.The dynamic height is computed by dividing the NAVD 88
 JV1575.geopotential number by the normal gravity value computed on the
 JV1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1575.degrees latitude (g = 980.6199 gals.).
 JV1575
 JV1575.The modeled gravity was interpolated from observed gravity values.
 JV1575
 JV1575;                    North         East    Units  Estimated Accuracy
 JV1575;SPC PA S     -    47,130.      699,250.      MT  (+/- 180 meters Scaled)
 JV1575
 JV1575                          SUPERSEDED SURVEY CONTROL
 JV1575
 JV1575  NGVD 29 (??/??/??)  269.919  (m)          885.56   (f) ADJUSTED    2 0
 JV1575
 JV1575.Superseded values are not recommended for survey control.
 JV1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1575.See file dsdata.txt to determine how the superseded data were derived.
 JV1575
 JV1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK636014(NAD 83)
 JV1575_MARKER: DD = SURVEY DISK
 JV1575_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV1575_SP_SET: STEP
 JV1575_STAMPING: 886
 JV1575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV1575
 JV1575  HISTORY     - Date     Condition        Report By
 JV1575  HISTORY     - UNK      MONUMENTED       USGS
 JV1575  HISTORY     - 1942     GOOD             CGS
 JV1575  HISTORY     - 20041008 MARK NOT FOUND   GEOCAC
 JV1575
 JV1575                          STATION DESCRIPTION
 JV1575
 JV1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1575'AT STEWARTSTOWN.
 JV1575'THIS MARK IS AT STEWARTSTOWN, YORK COUNTY, AT THE METHODIST
 JV1575'CHURCH 60.0 FEET WEST OF THE CENTER LINE OF HIGHWAY 24, 20.2
 JV1575'FEET NORTH OF THE SOUTH CORNER OF THE CHURCH, 24.5 FEET
 JV1575'SOUTH OF THE NORTH CORNER OF THE CHURCH, SET IN THE SOUTH END OF
 JV1575'THE TOP STEP AT THE FRONT ENTRANCE TO THE CHURCH.
 JV1575
 JV1575                          STATION RECOVERY (2004)
 JV1575
 JV1575'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 JV1575'CHURCH HAS BUILD DATE STONE MARKED 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE7849 ***********************************************************************
 AE7849  DESIGNATION -  8860
 AE7849  PID         -  AE7849
 AE7849  STATE/COUNTY-  PA/WESTMORELAND
 AE7849  USGS QUAD   -  MAMMOTH (1993)
 AE7849
 AE7849                         *CURRENT SURVEY CONTROL
 AE7849  ___________________________________________________________________
 AE7849* NAD 83(1992)-  40 07 48.32552(N)    079 24 29.45999(W)     ADJUSTED  
 AE7849* NAVD 88     -       545.0    (meters)    1788.     (feet)  GPS OBS   
 AE7849  ___________________________________________________________________
 AE7849  X           -     897,696.357 (meters)                     COMP
 AE7849  Y           -  -4,800,590.010 (meters)                     COMP
 AE7849  Z           -   4,089,370.717 (meters)                     COMP
 AE7849  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 AE7849  ELLIP HEIGHT-         512.64  (meters)          (08/10/01) GPS OBS
 AE7849  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 AE7849
 AE7849  HORZ ORDER  -  FIRST
 AE7849  ELLP ORDER  -  FOURTH    CLASS II
 AE7849
 AE7849.The horizontal coordinates were established by GPS observations
 AE7849.and adjusted by the National Geodetic Survey in March 1998..
 AE7849
 AE7849.The orthometric height was determined by GPS observations and a
 AE7849.high-resolution geoid model.
 AE7849
 AE7849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7849
 AE7849.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7849
 AE7849.The ellipsoidal height was determined by GPS observations
 AE7849.and is referenced to NAD 83.
 AE7849
 AE7849.The geoid height was determined by GEOID03.
 AE7849
 AE7849;                    North         East     Units Scale Factor Converg.
 AE7849;SPC PA S     -    89,794.332   458,682.233   MT  0.99997507   -1 04 32.9
 AE7849;SPC PA S     -   294,600.24  1,504,859.96   sFT  0.99997507   -1 04 32.9
 AE7849;UTM  17      - 4,443,410.571   635,621.780   MT  0.99982643   +1 01 34.0
 AE7849
 AE7849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7849!SPC PA S     -   0.99991959  x   0.99997507  =   0.99989466
 AE7849!UTM  17      -   0.99991959  x   0.99982643  =   0.99974603
 AE7849
 AE7849                          SUPERSEDED SURVEY CONTROL
 AE7849
 AE7849  ELLIP H (03/18/98)  512.66   (m)                       GP(       ) 3 1
 AE7849
 AE7849.Superseded values are not recommended for survey control.
 AE7849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7849.See file dsdata.txt to determine how the superseded data were derived.
 AE7849
 AE7849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE3562243411(NAD 83)
 AE7849_MARKER: DD = SURVEY DISK
 AE7849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7849_SP_SET: SET IN A CONCRETE MONUMENT
 AE7849_STAMPING: HARN 8860
 AE7849_MARK LOGO: PATUCO
 AE7849_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE7849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7849+STABILITY: SURFACE MOTION
 AE7849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7849+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7849
 AE7849  HISTORY     - Date     Condition        Report By
 AE7849  HISTORY     - 1997     MONUMENTED       NEILAN
 AE7849
 AE7849                          STATION DESCRIPTION
 AE7849
 AE7849'DESCRIBED BY THE NEILAN ENGINEERS INCORPORATED 1997 (TEK)
 AE7849'THE STATION IS LOCATED AT MILE 88.60 OF THE PA TURNPIKE, IN THE GRASS
 AE7849'AREA ON THE EAST SIDE OF THE HIGHWAY, WEST OF THE RIGHT OF WAY FENCE,
 AE7849'ABOUT 21 FEET WEST OF THE FENCE AND 39 FEET EAST OF THE EAST EDGE OF
 AE7849'THE WESTBOUND BERM. THE STATION IS 27.91 FT SW OF A REBAR IN THE
 AE7849'FENCELINE, AND 29.34 FT NW OF ANOTHER REBAR IN THE FENCELINE. TO REACH
 AE7849'THE STATION FROM THE DONEGAL INTERCHANGE (EXIT 9), PROCEED WEST ON THE
 AE7849'TURNPIKE FOR 1.6 MI TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1606 ***********************************************************************
 LZ1606  DESIGNATION -  888 USGS
 LZ1606  PID         -  LZ1606
 LZ1606  STATE/COUNTY-  PA/LYCOMING
 LZ1606  USGS QUAD   -  RALSTON (1986)
 LZ1606
 LZ1606                         *CURRENT SURVEY CONTROL
 LZ1606  ___________________________________________________________________
 LZ1606* NAD 83(1986)-  41 31 53.     (N)    076 57 16.     (W)     SCALED    
 LZ1606* NAVD 88     -       270.573  (meters)     887.70   (feet)  ADJUSTED  
 LZ1606  ___________________________________________________________________
 LZ1606  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 LZ1606  DYNAMIC HT  -         270.455 (meters)     887.32  (feet)  COMP
 LZ1606  MODELED GRAV-     980,180.5   (mgal)                       NAVD 88
 LZ1606
 LZ1606  VERT ORDER  -  FIRST     CLASS II
 LZ1606
 LZ1606.The horizontal coordinates were scaled from a topographic map and have
 LZ1606.an estimated accuracy of +/- 6 seconds.
 LZ1606
 LZ1606.The orthometric height was determined by differential leveling
 LZ1606.and adjusted by the National Geodetic Survey in June 1991..
 LZ1606
 LZ1606.The geoid height was determined by GEOID03.
 LZ1606
 LZ1606.The dynamic height is computed by dividing the NAVD 88
 LZ1606.geopotential number by the normal gravity value computed on the
 LZ1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1606.degrees latitude (g = 980.6199 gals.).
 LZ1606
 LZ1606.The modeled gravity was interpolated from observed gravity values.
 LZ1606
 LZ1606;                    North         East    Units  Estimated Accuracy
 LZ1606;SPC PA N     -   151,860.      666,390.      MT  (+/- 180 meters Scaled)
 LZ1606
 LZ1606                          SUPERSEDED SURVEY CONTROL
 LZ1606
 LZ1606.No superseded survey control is available for this station.
 LZ1606
 LZ1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL369995(NAD 83)
 LZ1606_MARKER: B = BOLT
 LZ1606_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LZ1606_SP_SET: ABUTMENT
 LZ1606_STAMPING: 888
 LZ1606_MARK LOGO: USGS  
 LZ1606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1606+STABILITY: SURFACE MOTION
 LZ1606
 LZ1606  HISTORY     - Date     Condition        Report By
 LZ1606  HISTORY     - UNK      MONUMENTED       USGS
 LZ1606  HISTORY     - 1983     GOOD             NGS
 LZ1606
 LZ1606                          STATION DESCRIPTION
 LZ1606
 LZ1606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LZ1606'2.9 KM (1.8 MI) NORTH FROM RALSTON.
 LZ1606'2.9 KM (1.8 MI) NORTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE IN
 LZ1606'RALSTON TO THE MARK ON THE RIGHT, IN THE SOUTHEAST ABUTMENT OF AN OLD
 LZ1606'RAILROAD BRIDGE 25-07, 19.5 METERS (64.0 FT) NORTHEAST OF THE
 LZ1606'CENTERLINE OF THE HIGHWAY, 2.7 METERS (9.0 FT) NORTHEAST OF THE CENTER
 LZ1606'OF THE OLD RAILROAD BED.
 LZ1606'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 LZ1606'THE MARK IS 0.91 M BELOW RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1231 ***********************************************************************
 LZ1231  DESIGNATION -  89
 LZ1231  PID         -  LZ1231
 LZ1231  STATE/COUNTY-  PA/CLINTON
 LZ1231  USGS QUAD   -  FARRANDSVILLE (1973)
 LZ1231
 LZ1231                         *CURRENT SURVEY CONTROL
 LZ1231  ___________________________________________________________________
 LZ1231* NAD 83(1986)-  41 13 28.     (N)    077 33 50.     (W)     SCALED    
 LZ1231* NAVD 88     -       180.201  (meters)     591.21   (feet)  ADJUSTED  
 LZ1231  ___________________________________________________________________
 LZ1231  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 LZ1231  DYNAMIC HT  -         180.113 (meters)     590.92  (feet)  COMP
 LZ1231  MODELED GRAV-     980,130.5   (mgal)                       NAVD 88
 LZ1231
 LZ1231  VERT ORDER  -  SECOND    CLASS 0
 LZ1231
 LZ1231.The horizontal coordinates were scaled from a topographic map and have
 LZ1231.an estimated accuracy of +/- 6 seconds.
 LZ1231
 LZ1231.The orthometric height was determined by differential leveling
 LZ1231.and adjusted by the National Geodetic Survey in June 1991..
 LZ1231
 LZ1231.The geoid height was determined by GEOID03.
 LZ1231
 LZ1231.The dynamic height is computed by dividing the NAVD 88
 LZ1231.geopotential number by the normal gravity value computed on the
 LZ1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1231.degrees latitude (g = 980.6199 gals.).
 LZ1231
 LZ1231.The modeled gravity was interpolated from observed gravity values.
 LZ1231
 LZ1231;                    North         East    Units  Estimated Accuracy
 LZ1231;SPC PA N     -   117,490.      615,610.      MT  (+/- 180 meters Scaled)
 LZ1231
 LZ1231                          SUPERSEDED SURVEY CONTROL
 LZ1231
 LZ1231  NGVD 29 (??/??/92)  180.389  (m)          591.83   (f) ADJ UNCH    2 0
 LZ1231
 LZ1231.Superseded values are not recommended for survey control.
 LZ1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1231.See file dsdata.txt to determine how the superseded data were derived.
 LZ1231
 LZ1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL850668(NAD 83)
 LZ1231_MARKER: B = BOLT
 LZ1231_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1231_SP_SET: ABUTMENT
 LZ1231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1231
 LZ1231  HISTORY     - Date     Condition        Report By
 LZ1231  HISTORY     - UNK      MONUMENTED       PRR
 LZ1231  HISTORY     - 1934     GOOD             NGS
 LZ1231
 LZ1231                          STATION DESCRIPTION
 LZ1231
 LZ1231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1231'9.7 MI W FROM LOCK HAVEN.
 LZ1231'ABOUT 9.7 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LZ1231'STATE TEACHERS COLLEGE AT LOCK HAVEN, CLINTON COUNTY, AT BRIDGE
 LZ1231'212.35 OVER FERNEY RUN, IN THE TOP OF THE SOUTH WING WALL OF THE
 LZ1231'EAST ABUTMENT, AND 7 FEET SOUTH OF THE CENTER LINE OF THE
 LZ1231'EAST-BOUND TRACK.  A COPPER BOLT, MARKED BY THE CHISELED LETTERS
 LZ1231'BM 89.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3270 ***********************************************************************
 JV3270  DESIGNATION -  890 USGS
 JV3270  PID         -  JV3270
 JV3270  STATE/COUNTY-  PA/FULTON
 JV3270  USGS QUAD   -  MC CONNELLSBURG (1990)
 JV3270
 JV3270                         *CURRENT SURVEY CONTROL
 JV3270  ___________________________________________________________________
 JV3270* NAD 83(1986)-  39 55 58.     (N)    077 59 56.     (W)     SCALED    
 JV3270* NAVD 88     -       271.195  (meters)     889.75   (feet)  ADJUSTED  
 JV3270  ___________________________________________________________________
 JV3270  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JV3270  DYNAMIC HT  -         271.040 (meters)     889.24  (feet)  COMP
 JV3270  MODELED GRAV-     980,046.9   (mgal)                       NAVD 88
 JV3270
 JV3270  VERT ORDER  -  SECOND    CLASS 0
 JV3270
 JV3270.The horizontal coordinates were scaled from a topographic map and have
 JV3270.an estimated accuracy of +/- 6 seconds.
 JV3270
 JV3270.The orthometric height was determined by differential leveling
 JV3270.and adjusted by the National Geodetic Survey in June 1991..
 JV3270
 JV3270.The geoid height was determined by GEOID03.
 JV3270
 JV3270.The dynamic height is computed by dividing the NAVD 88
 JV3270.geopotential number by the normal gravity value computed on the
 JV3270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3270.degrees latitude (g = 980.6199 gals.).
 JV3270
 JV3270.The modeled gravity was interpolated from observed gravity values.
 JV3270
 JV3270;                    North         East    Units  Estimated Accuracy
 JV3270;SPC PA S     -    66,590.      578,730.      MT  (+/- 180 meters Scaled)
 JV3270
 JV3270                          SUPERSEDED SURVEY CONTROL
 JV3270
 JV3270  NGVD 29 (??/??/??)  271.379  (m)          890.35   (f) ADJUSTED    2 0
 JV3270
 JV3270.Superseded values are not recommended for survey control.
 JV3270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3270.See file dsdata.txt to determine how the superseded data were derived.
 JV3270
 JV3270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK437246(NAD 83)
 JV3270_MARKER: DD = SURVEY DISK
 JV3270_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3270_SP_SET: BUILDING
 JV3270_STAMPING: 890
 JV3270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3270
 JV3270  HISTORY     - Date     Condition        Report By
 JV3270  HISTORY     - UNK      MONUMENTED       USGS
 JV3270  HISTORY     - 1935     GOOD             CGS
 JV3270
 JV3270                          STATION DESCRIPTION
 JV3270
 JV3270'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV3270'AT MC CONNELLSBURG.
 JV3270'AT MC CONNELLSBURG, FULTON COUNTY, ON U.S. HIGHWAY 301, AT THE
 JV3270'SOUTHWEST CORNER OF THE FULTON COUNTY NATIONAL BANK BUILDING, IN
 JV3270'THE SOUTH WALL, AND 30 FEET NORTH OF THE CENTER LINE OF THE
 JV3270'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1249 ***********************************************************************
 MA1249  DESIGNATION -  892.83
 MA1249  PID         -  MA1249
 MA1249  STATE/COUNTY-  PA/CLARION
 MA1249  USGS QUAD   -  EMLENTON (1979)
 MA1249
 MA1249                         *CURRENT SURVEY CONTROL
 MA1249  ___________________________________________________________________
 MA1249* NAD 83(1986)-  41 08 23.     (N)    079 40 44.     (W)     SCALED    
 MA1249* NAVD 88     -       272.139  (meters)     892.84   (feet)  ADJUSTED  
 MA1249  ___________________________________________________________________
 MA1249  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 MA1249  DYNAMIC HT  -         272.013 (meters)     892.43  (feet)  COMP
 MA1249  MODELED GRAV-     980,153.9   (mgal)                       NAVD 88
 MA1249
 MA1249  VERT ORDER  -  FIRST     CLASS II
 MA1249
 MA1249.The horizontal coordinates were scaled from a topographic map and have
 MA1249.an estimated accuracy of +/- 6 seconds.
 MA1249
 MA1249.The orthometric height was determined by differential leveling
 MA1249.and adjusted by the National Geodetic Survey in June 1991..
 MA1249
 MA1249.The geoid height was determined by GEOID03.
 MA1249
 MA1249.The dynamic height is computed by dividing the NAVD 88
 MA1249.geopotential number by the normal gravity value computed on the
 MA1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1249.degrees latitude (g = 980.6199 gals.).
 MA1249
 MA1249.The modeled gravity was interpolated from observed gravity values.
 MA1249
 MA1249;                    North         East    Units  Estimated Accuracy
 MA1249;SPC PA N     -   109,860.      438,070.      MT  (+/- 180 meters Scaled)
 MA1249
 MA1249                          SUPERSEDED SURVEY CONTROL
 MA1249
 MA1249  NGVD 29 (??/??/92)  272.308  (m)          893.40   (f) ADJ UNCH    1 2
 MA1249
 MA1249.Superseded values are not recommended for survey control.
 MA1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1249.See file dsdata.txt to determine how the superseded data were derived.
 MA1249
 MA1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF108551(NAD 83)
 MA1249_MARKER: B = BOLT
 MA1249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1249_SP_SET: DOORSILL
 MA1249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1249
 MA1249  HISTORY     - Date     Condition        Report By
 MA1249  HISTORY     - UNK      MONUMENTED       PRR
 MA1249  HISTORY     - 1941     GOOD             NGS
 MA1249
 MA1249                          STATION DESCRIPTION
 MA1249
 MA1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MA1249'AT FOXBURG.
 MA1249'AT FOXBURG, CLARION COUNTY, AT THE PENNSYLVANIA RAILROAD STATION,
 MA1249'5.8 FEET SOUTH OF THE NORTHWEST CORNER OF THE BUILDING, IN THE
 MA1249'DOORSILL OF THE BAGGAGE ROOM, AND 12.2 FEET LANDWARD OF THE
 MA1249'LAND RAIL.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0575 ***********************************************************************
 LZ0575  DESIGNATION -  893.764
 LZ0575  PID         -  LZ0575
 LZ0575  STATE/COUNTY-  PA/BRADFORD
 LZ0575  USGS QUAD   -  ULSTER (1969)
 LZ0575
 LZ0575                         *CURRENT SURVEY CONTROL
 LZ0575  ___________________________________________________________________
 LZ0575* NAD 83(1986)-  41 46 48.     (N)    076 36 24.     (W)     SCALED    
 LZ0575* NAVD 88     -       272.359  (meters)     893.56   (feet)  ADJUSTED  
 LZ0575  ___________________________________________________________________
 LZ0575  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 LZ0575  DYNAMIC HT  -         272.248 (meters)     893.20  (feet)  COMP
 LZ0575  MODELED GRAV-     980,208.7   (mgal)                       NAVD 88
 LZ0575
 LZ0575  VERT ORDER  -  SECOND    CLASS 0
 LZ0575
 LZ0575.The horizontal coordinates were scaled from a topographic map and have
 LZ0575.an estimated accuracy of +/- 6 seconds.
 LZ0575
 LZ0575.The orthometric height was determined by differential leveling
 LZ0575.and adjusted by the National Geodetic Survey in June 1991..
 LZ0575
 LZ0575.The geoid height was determined by GEOID03.
 LZ0575
 LZ0575.The dynamic height is computed by dividing the NAVD 88
 LZ0575.geopotential number by the normal gravity value computed on the
 LZ0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0575.degrees latitude (g = 980.6199 gals.).
 LZ0575
 LZ0575.The modeled gravity was interpolated from observed gravity values.
 LZ0575
 LZ0575;                    North         East    Units  Estimated Accuracy
 LZ0575;SPC PA N     -   179,800.      695,050.      MT  (+/- 180 meters Scaled)
 LZ0575
 LZ0575                          SUPERSEDED SURVEY CONTROL
 LZ0575
 LZ0575  NGVD 29 (??/??/92)  272.538  (m)          894.15   (f) ADJ UNCH    2 0
 LZ0575
 LZ0575.Superseded values are not recommended for survey control.
 LZ0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0575.See file dsdata.txt to determine how the superseded data were derived.
 LZ0575
 LZ0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM664265(NAD 83)
 LZ0575_MARKER: DD = SURVEY DISK
 LZ0575_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0575_SP_SET: ABUTMENT
 LZ0575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0575
 LZ0575  HISTORY     - Date     Condition        Report By
 LZ0575  HISTORY     - UNK      MONUMENTED       PADH
 LZ0575  HISTORY     - 1968     GOOD             NGS
 LZ0575
 LZ0575                          STATION DESCRIPTION
 LZ0575
 LZ0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0575'AT BURLINGTON.
 LZ0575'AT BURLINGTON, BRADFORD COUNTY, ON U.S. HIGHWAY 6, AT STATION
 LZ0575'8/52+75, ABOUT 77 YARDS EAST OF A ROAD CROSSING, AT A 70-FOOT
 LZ0575'SPAN GIRDER BRIDGE OVER TOM JACK CREEK, IN THE TOP OF THE
 LZ0575'SOUTHWEST CONCRETE ABUTMENT, 22 FEET SOUTH OF THE CENTER LINE
 LZ0575'OF THE HIGHWAY, AND ABOUT ONE-HALF FOOT HIGHER THAN THE ROADWAY.
 LZ0575'A PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0150 ***********************************************************************
 KY0150  DESIGNATION -  894
 KY0150  PID         -  KY0150
 KY0150  STATE/COUNTY-  PA/BEAVER
 KY0150  USGS QUAD   -  BEAVER FALLS (1990)
 KY0150
 KY0150                         *CURRENT SURVEY CONTROL
 KY0150  ___________________________________________________________________
 KY0150* NAD 83(1986)-  40 51 06.     (N)    080 16 33.     (W)     SCALED    
 KY0150* NAVD 88     -       272.226  (meters)     893.13   (feet)  ADJUSTED  
 KY0150  ___________________________________________________________________
 KY0150  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 KY0150  DYNAMIC HT  -         272.089 (meters)     892.68  (feet)  COMP
 KY0150  MODELED GRAV-     980,113.2   (mgal)                       NAVD 88
 KY0150
 KY0150  VERT ORDER  -  FIRST     CLASS II
 KY0150
 KY0150.The horizontal coordinates were scaled from a topographic map and have
 KY0150.an estimated accuracy of +/- 6 seconds.
 KY0150
 KY0150.The orthometric height was determined by differential leveling
 KY0150.and adjusted by the National Geodetic Survey in June 1991..
 KY0150
 KY0150.The geoid height was determined by GEOID03.
 KY0150
 KY0150.The dynamic height is computed by dividing the NAVD 88
 KY0150.geopotential number by the normal gravity value computed on the
 KY0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0150.degrees latitude (g = 980.6199 gals.).
 KY0150
 KY0150.The modeled gravity was interpolated from observed gravity values.
 KY0150
 KY0150;                    North         East    Units  Estimated Accuracy
 KY0150;SPC PA S     -   171,640.      387,050.      MT  (+/- 180 meters Scaled)
 KY0150
 KY0150                          SUPERSEDED SURVEY CONTROL
 KY0150
 KY0150  NGVD 29 (06/03/92)  272.353  (m)          893.54   (f) ADJUSTED    1 2
 KY0150
 KY0150.Superseded values are not recommended for survey control.
 KY0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0150.See file dsdata.txt to determine how the superseded data were derived.
 KY0150
 KY0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF610225(NAD 83)
 KY0150_MARKER: DD = SURVEY DISK
 KY0150_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0150_SP_SET: ABUTMENT
 KY0150_STAMPING: 894 PENNSYLVANIA ADJ 03
 KY0150_MARK LOGO: USGS  
 KY0150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0150
 KY0150  HISTORY     - Date     Condition        Report By
 KY0150  HISTORY     - UNK      MONUMENTED       USGS
 KY0150  HISTORY     - 1954     GOOD             NGS
 KY0150  HISTORY     - 1983     GOOD             NGS
 KY0150
 KY0150                          STATION DESCRIPTION
 KY0150
 KY0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KY0150'0.8 MI SE FROM ELLWOOD CITY.
 KY0150'IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT
 KY0150'OF RAILROAD BRIDGE OVER CONNOQUENESSING CREEK, 5 FEET SOUTHEAST
 KY0150'OF SOUTHEAST RAIL OF SOUTHEAST MAIN TRACK, ABOUT 1 FOOT BELOW
 KY0150'LEVEL OF TRACKS AND COUNTERSUNK ABOUT 3 INCHES IN CONCRETE.
 KY0150
 KY0150                          STATION RECOVERY (1983)
 KY0150
 KY0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0150'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.3 KM
 KY0150'(0.8 MI) SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KY0150'RAILROAD BRIDGE OVER 5TH STREET IN ELLWOOD CITY TO THE MARK ON THE
 KY0150'LEFT, IN THE SOUTHEAST ABUTMENT OF THE RAILROAD BRIDGE OVER
 KY0150'CONNOQUENESSING CREEK.  THE DISK IS COUNTERSUNK 3 INCHES, 1.5 METERS
 KY0150'(5.0 FT) SOUTHEAST OF THE SOUTHEAST RAIL.
 KY0150'THE MARK IS 0.30 M BELOW RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1628 ***********************************************************************
 LY1628  DESIGNATION -  894.0
 LY1628  PID         -  LY1628
 LY1628  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1628  USGS QUAD   -  GREAT BEND (1992)
 LY1628
 LY1628                         *CURRENT SURVEY CONTROL
 LY1628  ___________________________________________________________________
 LY1628* NAD 83(1986)-  41 58 00.     (N)    075 40 55.     (W)     SCALED    
 LY1628* NAVD 88     -       272.391  (meters)     893.67   (feet)  ADJUSTED  
 LY1628  ___________________________________________________________________
 LY1628  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 LY1628  DYNAMIC HT  -         272.291 (meters)     893.34  (feet)  COMP
 LY1628  MODELED GRAV-     980,248.0   (mgal)                       NAVD 88
 LY1628
 LY1628  VERT ORDER  -  SECOND    CLASS 0
 LY1628
 LY1628.The horizontal coordinates were scaled from a topographic map and have
 LY1628.an estimated accuracy of +/- 6 seconds.
 LY1628
 LY1628.The orthometric height was determined by differential leveling
 LY1628.and adjusted by the National Geodetic Survey in June 1991..
 LY1628
 LY1628.The geoid height was determined by GEOID03.
 LY1628
 LY1628.The dynamic height is computed by dividing the NAVD 88
 LY1628.geopotential number by the normal gravity value computed on the
 LY1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1628.degrees latitude (g = 980.6199 gals.).
 LY1628
 LY1628.The modeled gravity was interpolated from observed gravity values.
 LY1628
 LY1628;                    North         East    Units  Estimated Accuracy
 LY1628;SPC PA N     -   201,950.      771,410.      MT  (+/- 180 meters Scaled)
 LY1628
 LY1628                          SUPERSEDED SURVEY CONTROL
 LY1628
 LY1628  NGVD 29 (??/??/92)  272.556  (m)          894.21   (f) ADJ UNCH    2 0
 LY1628
 LY1628.Superseded values are not recommended for survey control.
 LY1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1628.See file dsdata.txt to determine how the superseded data were derived.
 LY1628
 LY1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM434463(NAD 83)
 LY1628_MARKER: Q = CHISELED SQUARE
 LY1628_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1628_SP_SET: SEMAPHORE BASE
 LY1628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1628
 LY1628  HISTORY     - Date     Condition        Report By
 LY1628  HISTORY     - UNK      MONUMENTED       USGS
 LY1628  HISTORY     - 1934     GOOD             NGS
 LY1628
 LY1628                          STATION DESCRIPTION
 LY1628
 LY1628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY1628'0.7 MI W FROM HICKORY GROVE.
 LY1628'ABOUT 0.7 MILE WEST ALONG THE ERIE RAILROAD FROM THE STATION
 LY1628'AT HICKORY GROVE, SUSQUEHANNA COUNTY, ABOUT 100 FEET EAST OF
 LY1628'MILEPOST 196, ON THE BASE OF SEMAPHORE 195.4, 8 FEET SOUTH OF
 LY1628'THE CENTER LINE OF THE EAST-BOUND TRACK, AND ABOUT 1 FOOT LOWER
 LY1628'THAN THE TOP OF THE RAIL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0731 ***********************************************************************
 LZ0731  DESIGNATION -  894.6
 LZ0731  PID         -  LZ0731
 LZ0731  STATE/COUNTY-  PA/TIOGA
 LZ0731  USGS QUAD   -  CEDAR RUN (1994)
 LZ0731
 LZ0731                         *CURRENT SURVEY CONTROL
 LZ0731  ___________________________________________________________________
 LZ0731* NAD 83(1986)-  41 34 20.     (N)    077 23 00.     (W)     SCALED    
 LZ0731* NAVD 88     -       272.590  (meters)     894.32   (feet)  ADJUSTED  
 LZ0731  ___________________________________________________________________
 LZ0731  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 LZ0731  DYNAMIC HT  -         272.474 (meters)     893.94  (feet)  COMP
 LZ0731  MODELED GRAV-     980,192.8   (mgal)                       NAVD 88
 LZ0731
 LZ0731  VERT ORDER  -  SECOND    CLASS 0
 LZ0731
 LZ0731.The horizontal coordinates were scaled from a topographic map and have
 LZ0731.an estimated accuracy of +/- 6 seconds.
 LZ0731
 LZ0731.The orthometric height was determined by differential leveling
 LZ0731.and adjusted by the National Geodetic Survey in June 1991..
 LZ0731
 LZ0731.The geoid height was determined by GEOID03.
 LZ0731
 LZ0731.The dynamic height is computed by dividing the NAVD 88
 LZ0731.geopotential number by the normal gravity value computed on the
 LZ0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0731.degrees latitude (g = 980.6199 gals.).
 LZ0731
 LZ0731.The modeled gravity was interpolated from observed gravity values.
 LZ0731
 LZ0731;                    North         East    Units  Estimated Accuracy
 LZ0731;SPC PA N     -   156,160.      630,580.      MT  (+/- 180 meters Scaled)
 LZ0731
 LZ0731                          SUPERSEDED SURVEY CONTROL
 LZ0731
 LZ0731  NGVD 29 (??/??/92)  272.751  (m)          894.85   (f) ADJ UNCH    2 0
 LZ0731
 LZ0731.Superseded values are not recommended for survey control.
 LZ0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0731.See file dsdata.txt to determine how the superseded data were derived.
 LZ0731
 LZ0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM012050(NAD 83)
 LZ0731_MARKER: Q = CHISELED SQUARE
 LZ0731_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0731_SP_SET: BRIDGE
 LZ0731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0731
 LZ0731  HISTORY     - Date     Condition        Report By
 LZ0731  HISTORY     - UNK      MONUMENTED       USGS
 LZ0731  HISTORY     - 1934     GOOD             NGS
 LZ0731
 LZ0731                          STATION DESCRIPTION
 LZ0731
 LZ0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0731'1.1 MI N FROM BLACKWELL.
 LZ0731'ABOUT 1.1 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD
 LZ0731'FROM BLACKWELL, TIOGA COUNTY, ABOUT 440 FEET NORTH OF MILEPOST
 LZ0731'L 130, AT BRIDGE 134, ON THE TOP OF THE SOUTH END OF THE WEST
 LZ0731'COPING, 30 FEET WEST OF THE WEST RAIL OF THE MAIN LINE, AND
 LZ0731'ABOUT 3 FEET LOWER THAN THE TOP OF THE RAIL.  A CHISELED SQUARE,
 LZ0731'MARKED BY THE PAINTED LETTERS B M 894.6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3448 ***********************************************************************
 JV3448  DESIGNATION -  896 USGS
 JV3448  PID         -  JV3448
 JV3448  STATE/COUNTY-  PA/FULTON
 JV3448  USGS QUAD   -  MC CONNELLSBURG (1990)
 JV3448
 JV3448                         *CURRENT SURVEY CONTROL
 JV3448  ___________________________________________________________________
 JV3448* NAD 83(1986)-  39 55 56.     (N)    077 59 52.     (W)     SCALED    
 JV3448* NAVD 88     -       272.911  (meters)     895.38   (feet)  ADJUSTED  
 JV3448  ___________________________________________________________________
 JV3448  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JV3448  DYNAMIC HT  -         272.755 (meters)     894.86  (feet)  COMP
 JV3448  MODELED GRAV-     980,046.7   (mgal)                       NAVD 88
 JV3448
 JV3448  VERT ORDER  -  SECOND    CLASS 0
 JV3448
 JV3448.The horizontal coordinates were scaled from a topographic map and have
 JV3448.an estimated accuracy of +/- 6 seconds.
 JV3448
 JV3448.The orthometric height was determined by differential leveling
 JV3448.and adjusted by the National Geodetic Survey in June 1991..
 JV3448
 JV3448.The geoid height was determined by GEOID03.
 JV3448
 JV3448.The dynamic height is computed by dividing the NAVD 88
 JV3448.geopotential number by the normal gravity value computed on the
 JV3448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3448.degrees latitude (g = 980.6199 gals.).
 JV3448
 JV3448.The modeled gravity was interpolated from observed gravity values.
 JV3448
 JV3448;                    North         East    Units  Estimated Accuracy
 JV3448;SPC PA S     -    66,530.      578,820.      MT  (+/- 180 meters Scaled)
 JV3448
 JV3448                          SUPERSEDED SURVEY CONTROL
 JV3448
 JV3448  NGVD 29 (??/??/??)  273.096  (m)          895.98   (f) ADJUSTED    2 0
 JV3448
 JV3448.Superseded values are not recommended for survey control.
 JV3448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3448.See file dsdata.txt to determine how the superseded data were derived.
 JV3448
 JV3448_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK438245(NAD 83)
 JV3448_MARKER: DD = SURVEY DISK
 JV3448_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3448_SP_SET: BUILDING
 JV3448_STAMPING: 896 1904
 JV3448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3448
 JV3448  HISTORY     - Date     Condition        Report By
 JV3448  HISTORY     - 1904     MONUMENTED       USGS
 JV3448  HISTORY     - 1966     GOOD             CGS
 JV3448  HISTORY     - 20040520 GOOD             USPSQD
 JV3448
 JV3448                          STATION DESCRIPTION
 JV3448
 JV3448'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JV3448'AT MC CONNELLSBURG.
 JV3448'AT MC CONNELLSBURG, FULTON COUNTY, ON U.S. HIGHWAY 30, AT THE
 JV3448'LITTLE ROOMING HOUSE, IN THE SOUTHEAST CORNER OF THE SOUTH
 JV3448'WALL, AND 30 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.
 JV3448'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 JV3448'896 1904 AND SET VERTICALLY.
 JV3448
 JV3448                          STATION RECOVERY (2004)
 JV3448
 JV3448'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 JV3448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0273 ***********************************************************************
 KX0273  DESIGNATION -  898
 KX0273  PID         -  KX0273
 KX0273  STATE/COUNTY-  PA/BEDFORD
 KX0273  USGS QUAD   -  EVERETT EAST (1994)
 KX0273
 KX0273                         *CURRENT SURVEY CONTROL
 KX0273  ___________________________________________________________________
 KX0273* NAD 83(1986)-  40 06 56.     (N)    078 16 29.     (W)     SCALED    
 KX0273* NAVD 88     -       273.562  (meters)     897.51   (feet)  ADJUSTED  
 KX0273  ___________________________________________________________________
 KX0273  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KX0273  DYNAMIC HT  -         273.407 (meters)     897.00  (feet)  COMP
 KX0273  MODELED GRAV-     980,054.4   (mgal)                       NAVD 88
 KX0273
 KX0273  VERT ORDER  -  SECOND    CLASS 0
 KX0273
 KX0273.The horizontal coordinates were scaled from a topographic map and have
 KX0273.an estimated accuracy of +/- 6 seconds.
 KX0273
 KX0273.The orthometric height was determined by differential leveling
 KX0273.and adjusted by the National Geodetic Survey in June 1991..
 KX0273
 KX0273.The geoid height was determined by GEOID03.
 KX0273
 KX0273.The dynamic height is computed by dividing the NAVD 88
 KX0273.geopotential number by the normal gravity value computed on the
 KX0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0273.degrees latitude (g = 980.6199 gals.).
 KX0273
 KX0273.The modeled gravity was interpolated from observed gravity values.
 KX0273
 KX0273;                    North         East    Units  Estimated Accuracy
 KX0273;SPC PA S     -    86,990.      555,270.      MT  (+/- 180 meters Scaled)
 KX0273
 KX0273                          SUPERSEDED SURVEY CONTROL
 KX0273
 KX0273  NGVD 29 (??/??/92)  273.735  (m)          898.08   (f) ADJ UNCH    2 0
 KX0273
 KX0273.Superseded values are not recommended for survey control.
 KX0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0273.See file dsdata.txt to determine how the superseded data were derived.
 KX0273
 KX0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE322441(NAD 83)
 KX0273_MARKER: Q = CHISELED SQUARE
 KX0273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0273_SP_SET: WALL
 KX0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0273_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KX0273+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1999
 KX0273
 KX0273  HISTORY     - Date     Condition        Report By
 KX0273  HISTORY     - UNK      MONUMENTED       USGS
 KX0273  HISTORY     - 1935     GOOD             NGS
 KX0273  HISTORY     - 19990920 GOOD             PADT
 KX0273  HISTORY     - 20031223 GOOD             PADT
 KX0273
 KX0273                          STATION DESCRIPTION
 KX0273
 KX0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0273'1.7 MI S FROM HOPEWELL.
 KX0273'1.7 MILES SOUTH ALONG THE HUNTINGDON AND BROAD TOP MOUNTAIN
 KX0273'RAILROAD AND COAL CO. RAILROAD FROM THE STATION AT HOPEWELL,
 KX0273'BEDFORD COUNTY, ABOUT 0.2 MILE SOUTH OF MILEPOST 3, ABOUT 81
 KX0273'FEET NORTH OF A WATER STATION, AT A BRIDGE OVER A SMALL CREEK,
 KX0273'ON THE TOP OF THE SOUTHEAST CORNER OF THE SOUTH STONE WING WALL,
 KX0273'AND 7 FEET EAST OF THE CENTER LINE OF THE TRACK.  A CHISELED
 KX0273'SQUARE.
 KX0273
 KX0273                          STATION RECOVERY (1999)
 KX0273
 KX0273'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (CIH)
 KX0273'RECOVERED IN GOOD CONDITION.
 KX0273
 KX0273                          STATION RECOVERY (2003)
 KX0273
 KX0273'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (TRN)
 KX0273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0950 ***********************************************************************
 KX0950  DESIGNATION -  9
 KX0950  PID         -  KX0950
 KX0950  STATE/COUNTY-  PA/CLARION
 KX0950  USGS QUAD   -  TEMPLETON (1993)
 KX0950
 KX0950                         *CURRENT SURVEY CONTROL
 KX0950  ___________________________________________________________________
 KX0950* NAD 83(1986)-  40 59 05.     (N)    079 27 29.     (W)     SCALED    
 KX0950* NAVD 88     -       287.035  (meters)     941.71   (feet)  ADJUSTED  
 KX0950  ___________________________________________________________________
 KX0950  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KX0950  DYNAMIC HT  -         286.897 (meters)     941.26  (feet)  COMP
 KX0950  MODELED GRAV-     980,135.1   (mgal)                       NAVD 88
 KX0950
 KX0950  VERT ORDER  -  SECOND    CLASS 0
 KX0950
 KX0950.The horizontal coordinates were scaled from a topographic map and have
 KX0950.an estimated accuracy of +/- 6 seconds.
 KX0950
 KX0950.The orthometric height was determined by differential leveling
 KX0950.and adjusted by the National Geodetic Survey in June 1991..
 KX0950
 KX0950.The geoid height was determined by GEOID03.
 KX0950
 KX0950.The dynamic height is computed by dividing the NAVD 88
 KX0950.geopotential number by the normal gravity value computed on the
 KX0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0950.degrees latitude (g = 980.6199 gals.).
 KX0950
 KX0950.The modeled gravity was interpolated from observed gravity values.
 KX0950
 KX0950;                    North         East    Units  Estimated Accuracy
 KX0950;SPC PA N     -    92,270.      456,270.      MT  (+/- 180 meters Scaled)
 KX0950
 KX0950                          SUPERSEDED SURVEY CONTROL
 KX0950
 KX0950  NGVD 29 (??/??/92)  287.204  (m)          942.27   (f) ADJ UNCH    2 0
 KX0950
 KX0950.Superseded values are not recommended for survey control.
 KX0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0950.See file dsdata.txt to determine how the superseded data were derived.
 KX0950
 KX0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF297382(NAD 83)
 KX0950_MARKER: DD = SURVEY DISK
 KX0950_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0950_SP_SET: TUNNEL
 KX0950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0950
 KX0950  HISTORY     - Date     Condition        Report By
 KX0950  HISTORY     - UNK      MONUMENTED       PRR
 KX0950  HISTORY     - 1935     GOOD             NGS
 KX0950
 KX0950                          STATION DESCRIPTION
 KX0950
 KX0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0950'2.4 MI E FROM LAWSONHAM.
 KX0950'2.4 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0950'AT LAWSONHAM, CLARION COUNTY, ABOUT 1,450 FEET EAST OF MILEPOST 8,
 KX0950'AT THE NORTH ENTRANCE TO A TUNNEL, IN THE TOP OF THE FIRST COURSE
 KX0950'OF MASONRY, 12 FEET EAST OF THE CENTER LINE OF THE TRACK, AND ABOUT
 KX0950'LEVEL WITH THE TOP OF THE RAIL.  THE TOP OF A SHELF, MARKED B.M. 9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1524 ***********************************************************************
 LY1524  DESIGNATION -  9 B
 LY1524  PID         -  LY1524
 LY1524  STATE/COUNTY-  PA/LUZERNE
 LY1524  USGS QUAD   -  WHITE HAVEN (1997)
 LY1524
 LY1524                         *CURRENT SURVEY CONTROL
 LY1524  ___________________________________________________________________
 LY1524* NAD 83(1986)-  41 03 23.     (N)    075 50 51.     (W)     SCALED    
 LY1524* NAVD 88     -       442.711  (meters)    1452.46   (feet)  ADJUSTED  
 LY1524  ___________________________________________________________________
 LY1524  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 LY1524  DYNAMIC HT  -         442.504 (meters)    1451.78  (feet)  COMP
 LY1524  MODELED GRAV-     980,141.7   (mgal)                       NAVD 88
 LY1524
 LY1524  VERT ORDER  -  SECOND    CLASS 0
 LY1524
 LY1524.The horizontal coordinates were scaled from a topographic map and have
 LY1524.an estimated accuracy of +/- 6 seconds.
 LY1524
 LY1524.The orthometric height was determined by differential leveling
 LY1524.and adjusted by the National Geodetic Survey in June 1991..
 LY1524
 LY1524.The geoid height was determined by GEOID03.
 LY1524
 LY1524.The dynamic height is computed by dividing the NAVD 88
 LY1524.geopotential number by the normal gravity value computed on the
 LY1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1524.degrees latitude (g = 980.6199 gals.).
 LY1524
 LY1524.The modeled gravity was interpolated from observed gravity values.
 LY1524
 LY1524;                    North         East    Units  Estimated Accuracy
 LY1524;SPC PA N     -   100,560.      759,910.      MT  (+/- 180 meters Scaled)
 LY1524
 LY1524                          SUPERSEDED SURVEY CONTROL
 LY1524
 LY1524  NGVD 29 (??/??/92)  442.920  (m)         1453.15   (f) ADJ UNCH    2 0
 LY1524
 LY1524.Superseded values are not recommended for survey control.
 LY1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1524.See file dsdata.txt to determine how the superseded data were derived.
 LY1524
 LY1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL287453(NAD 83)
 LY1524_MARKER: DD = SURVEY DISK
 LY1524_SETTING: 0 = UNSPECIFIED SETTING
 LY1524_STAMPING: 9B 1453 1942
 LY1524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1524
 LY1524  HISTORY     - Date     Condition        Report By
 LY1524  HISTORY     - 1942     MONUMENTED       USGS
 LY1524  HISTORY     - 1959     GOOD             NGS
 LY1524
 LY1524                          STATION DESCRIPTION
 LY1524
 LY1524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LY1524'4 MI W FROM WHITE HAVEN.
 LY1524'4.0 MILE WEST ALONG A BLACKTOP AND GRAVEL ROAD FROM THE SCHOOL
 LY1524'HOUSE AT WHITE HAVEN AT A T ROAD JUNCTION, 8 FEET SOUTH OF POWER
 LY1524'POLE NO 1536 5H, 19 FEET EAST OF THE CENTERLINE OF THE FARM
 LY1524'ROAD, 50 FEET NORTH OF THE CENTERLINE OF THE COUNTY ROAD, 52
 LY1524'FEET NORTHEAST AND ACROSS THE ROAD FROM A 1 1/2 FOOT OAK TREE,
 LY1524'2 FEET ABOVE THE LEVEL OF THE COUNTY ROAD AND ABOUT LEVEL WITH
 LY1524'THE FARM ROAD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1843 ***********************************************************************
 KX1843  DESIGNATION -  9 EGB
 KX1843  PID         -  KX1843
 KX1843  STATE/COUNTY-  PA/INDIANA
 KX1843  USGS QUAD   -  VALIER (1993)
 KX1843
 KX1843                         *CURRENT SURVEY CONTROL
 KX1843  ___________________________________________________________________
 KX1843* NAD 83(1986)-  40 54 12.     (N)    079 02 23.     (W)     SCALED    
 KX1843* NAVD 88     -       379.732  (meters)    1245.84   (feet)  ADJUSTED  
 KX1843  ___________________________________________________________________
 KX1843  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KX1843  DYNAMIC HT  -         379.544 (meters)    1245.22  (feet)  COMP
 KX1843  MODELED GRAV-     980,118.6   (mgal)                       NAVD 88
 KX1843
 KX1843  VERT ORDER  -  FIRST     CLASS II
 KX1843
 KX1843.The horizontal coordinates were scaled from a topographic map and have
 KX1843.an estimated accuracy of +/- 6 seconds.
 KX1843
 KX1843.The orthometric height was determined by differential leveling
 KX1843.and adjusted by the National Geodetic Survey in June 1991..
 KX1843
 KX1843.The geoid height was determined by GEOID03.
 KX1843
 KX1843.The dynamic height is computed by dividing the NAVD 88
 KX1843.geopotential number by the normal gravity value computed on the
 KX1843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1843.degrees latitude (g = 980.6199 gals.).
 KX1843
 KX1843.The modeled gravity was interpolated from observed gravity values.
 KX1843
 KX1843;                    North         East    Units  Estimated Accuracy
 KX1843;SPC PA S     -   175,120.      491,340.      MT  (+/- 180 meters Scaled)
 KX1843
 KX1843                          SUPERSEDED SURVEY CONTROL
 KX1843
 KX1843  NGVD 29 (06/03/92)  379.895  (m)         1246.37   (f) ADJUSTED    1 2
 KX1843
 KX1843.Superseded values are not recommended for survey control.
 KX1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1843.See file dsdata.txt to determine how the superseded data were derived.
 KX1843
 KX1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF651298(NAD 83)
 KX1843_MARKER: I = METAL ROD
 KX1843_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KX1843_SP_SET: WINGWALL OF CULVERT
 KX1843_STAMPING: USGS 9 EGB 1967 1246
 KX1843_MARK LOGO: PADH  
 KX1843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1843+STABILITY: SURFACE MOTION
 KX1843
 KX1843  HISTORY     - Date     Condition        Report By
 KX1843  HISTORY     - 1967     MONUMENTED       PADH
 KX1843  HISTORY     - 1982     POOR             NGS
 KX1843
 KX1843                          STATION DESCRIPTION
 KX1843
 KX1843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1843'1.6 KM (1.0 MI) SOUTH FROM VALIER.
 KX1843'4.9 KM (3.05 MI) NORTHEAST ALONG STATE HIGHWAY 210 NORTH FROM THE
 KX1843'JUNCTION OF STATE HIGHWAY 954 AND 210 IN TRADE CITY TO THE MARK ON THE
 KX1843'LEFT IN THE NORTHEAST WINGWALL OF A CULVERT UNDER HIGHWAY 210.
 KX1843'5.8 METERS (19.0 FT) EAST FROM CENTERLINE OF HIGHWAY 210 NORTH
 KX1843'10.7 METERS (35.0 FT) SOUTH-SOUTHEAST FROM HIGHWAY SIGN 210 SOUTH.
 KX1843'18.7 METERS (61.5 FT) EAST FROM THE STOP SIGN.
 KX1843'THE MARK IS 0.61 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1860 ***********************************************************************
 KW1860  DESIGNATION -  9 PRR
 KW1860  PID         -  KW1860
 KW1860  STATE/COUNTY-  PA/DAUPHIN
 KW1860  USGS QUAD   -  DUNCANNON (1984)
 KW1860
 KW1860                         *CURRENT SURVEY CONTROL
 KW1860  ___________________________________________________________________
 KW1860* NAD 83(1986)-  40 23 43.     (N)    077 00 31.     (W)     SCALED    
 KW1860* NAVD 88     -       111.425  (meters)     365.57   (feet)  ADJUSTED  
 KW1860  ___________________________________________________________________
 KW1860  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KW1860  DYNAMIC HT  -         111.371 (meters)     365.39  (feet)  COMP
 KW1860  MODELED GRAV-     980,135.4   (mgal)                       NAVD 88
 KW1860
 KW1860  VERT ORDER  -  FIRST     CLASS II
 KW1860
 KW1860.The horizontal coordinates were scaled from a topographic map and have
 KW1860.an estimated accuracy of +/- 6 seconds.
 KW1860
 KW1860.The orthometric height was determined by differential leveling
 KW1860.and adjusted by the National Geodetic Survey in June 1991..
 KW1860
 KW1860.The geoid height was determined by GEOID03.
 KW1860
 KW1860.The dynamic height is computed by dividing the NAVD 88
 KW1860.geopotential number by the normal gravity value computed on the
 KW1860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1860.degrees latitude (g = 980.6199 gals.).
 KW1860
 KW1860.The modeled gravity was interpolated from observed gravity values.
 KW1860
 KW1860;                    North         East    Units  Estimated Accuracy
 KW1860;SPC PA S     -   118,180.      662,940.      MT  (+/- 180 meters Scaled)
 KW1860
 KW1860                          SUPERSEDED SURVEY CONTROL
 KW1860
 KW1860  NGVD 29 (??/??/??)  111.648  (m)          366.30   (f) ADJUSTED    1 2
 KW1860
 KW1860.Superseded values are not recommended for survey control.
 KW1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1860.See file dsdata.txt to determine how the superseded data were derived.
 KW1860
 KW1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK295735(NAD 83)
 KW1860_MARKER: Q = CHISELED SQUARE
 KW1860_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1860_SP_SET: SHELF
 KW1860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1860_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1860+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2004
 KW1860
 KW1860  HISTORY     - Date     Condition        Report By
 KW1860  HISTORY     - UNK      MONUMENTED       PRR
 KW1860  HISTORY     - 1941     GOOD             CGS
 KW1860  HISTORY     - 1952     GOOD             CGS
 KW1860  HISTORY     - 20040912 GOOD             GEOCAC
 KW1860
 KW1860                          STATION DESCRIPTION
 KW1860
 KW1860'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1860'6.3 MI NW FROM DAUPHIN.
 KW1860'ABOUT 6.3 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW1860'THE STATION AT DAUPHIN, DAUPHIN COUNTY, ABOUT 180 YARDS SOUTHWEST
 KW1860'OF CLARKS FERRY BRIDGE OVER THE SUSQUEHANNA RIVER, NEAR THE CENTER
 KW1860'OF A LONG STONE RETAINING WALL EAST OF THE TRACK, ABOUT 356 FEET
 KW1860'NORTHEAST OF THE SOUTHWEST END, ABOUT 220 FEET SOUTHWEST OF THE
 KW1860'LIGHT AT A SWITCH, 5.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 KW1860'THE NORTH-BOUND TRACK, AND ON A SHELF AT THE SECOND COURSE OF
 KW1860'ROCK ABOVE GROUND.  A CHISELED SQUARE, MARKED BM NO 9.
 KW1860
 KW1860                          STATION RECOVERY (1952)
 KW1860
 KW1860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 KW1860'RECOVERED IN GOOD CONDITION.
 KW1860
 KW1860                          STATION RECOVERY (2004)
 KW1860
 KW1860'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1860'CLARKS FERRY BRIDGE HAS BEEN REPLACED AND SWITCH SIGNAL IS NOT AT THE
 KW1860'SAME LOCATION BUT DESCRIPTION FROM WALL END IS ADEQUATE TO REACH
 KW1860'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0899 ***********************************************************************
 KW0899  DESIGNATION -  9 W USGS
 KW0899  PID         -  KW0899
 KW0899  STATE/COUNTY-  PA/LANCASTER
 KW0899  USGS QUAD   -  COLUMBIA WEST (1990)
 KW0899
 KW0899                         *CURRENT SURVEY CONTROL
 KW0899  ___________________________________________________________________
 KW0899* NAD 83(1986)-  40 03 44.     (N)    076 36 41.     (W)     SCALED    
 KW0899* NAVD 88     -        80.767  (meters)     264.98   (feet)  ADJUSTED  
 KW0899  ___________________________________________________________________
 KW0899  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KW0899  DYNAMIC HT  -          80.726 (meters)     264.85  (feet)  COMP
 KW0899  MODELED GRAV-     980,114.2   (mgal)                       NAVD 88
 KW0899
 KW0899  VERT ORDER  -  FIRST     CLASS II
 KW0899
 KW0899.The horizontal coordinates were scaled from a topographic map and have
 KW0899.an estimated accuracy of +/- 6 seconds.
 KW0899
 KW0899.The orthometric height was determined by differential leveling
 KW0899.and adjusted by the National Geodetic Survey in June 1991..
 KW0899
 KW0899.The geoid height was determined by GEOID03.
 KW0899
 KW0899.The dynamic height is computed by dividing the NAVD 88
 KW0899.geopotential number by the normal gravity value computed on the
 KW0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0899.degrees latitude (g = 980.6199 gals.).
 KW0899
 KW0899.The modeled gravity was interpolated from observed gravity values.
 KW0899
 KW0899;                    North         East    Units  Estimated Accuracy
 KW0899;SPC PA S     -    81,560.      697,140.      MT  (+/- 180 meters Scaled)
 KW0899
 KW0899                          SUPERSEDED SURVEY CONTROL
 KW0899
 KW0899  NGVD 29 (??/??/??)   81.014  (m)          265.79   (f) ADJUSTED    1 2
 KW0899
 KW0899.Superseded values are not recommended for survey control.
 KW0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0899.See file dsdata.txt to determine how the superseded data were derived.
 KW0899
 KW0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK625359(NAD 83)
 KW0899_MARKER: DD = SURVEY DISK
 KW0899_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0899_SP_SET: BRIDGE
 KW0899_STAMPING: NO 9 W 1926
 KW0899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0899_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0899+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2005
 KW0899
 KW0899  HISTORY     - Date     Condition        Report By
 KW0899  HISTORY     - 1926     MONUMENTED       USGS
 KW0899  HISTORY     - 1955     GOOD             CGS
 KW0899  HISTORY     - 1979     GOOD             NGS
 KW0899  HISTORY     - 19950312 GOOD             USPSQD
 KW0899  HISTORY     - 20050917 GOOD             GEOCAC
 KW0899
 KW0899                          STATION DESCRIPTION
 KW0899
 KW0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KW0899'4.2 MI SE FROM BAINBRIDGE.
 KW0899'ABOUT 4.2 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW0899'THE STATION AT BAINBRIDGE, ABOUT 2.95 MILES WEST AND NORTHWEST
 KW0899'OF THE FREIGHT STATION AT MARIETTA, AT SHOCKS MILL (ROWENNA),
 KW0899'ABOUT 245 YARDS EAST OF MILE POST 87, ABOUT 150 YARDS NORTH
 KW0899'OF THE MAIN TRACKS OF THE P.R.R., IN THE TOP OF THE SOUTH END
 KW0899'OF THE EAST BRIDGE SEAT OF AN 18-FOOT CONCRETE BRIDGE OVER A CREEK
 KW0899'AND ALONG THE FORMER MAIN LINE OF TRACK (NOW USED AS RAILROAD
 KW0899'YARD), 13 FEET SOUTH OF SOUTH TRACK OF FORMER MAIN LINE AND
 KW0899'ABOUT 3 1/2 FEET BELOW LEVEL OF TRACK.
 KW0899
 KW0899                          STATION RECOVERY (1979)
 KW0899
 KW0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW0899'RECOVERED IN GOOD CONDITION.
 KW0899
 KW0899                          STATION RECOVERY (1995)
 KW0899
 KW0899'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW0899'RECOVERED IN GOOD CONDITION.
 KW0899
 KW0899                          STATION RECOVERY (2005)
 KW0899
 KW0899'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0899'N 40 03 44.3 W 076 36 41.2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0311 ***********************************************************************
 LZ0311  DESIGNATION -  9 WA
 LZ0311  PID         -  LZ0311
 LZ0311  STATE/COUNTY-  PA/LYCOMING
 LZ0311  USGS QUAD   -  HUGHESVILLE (1975)
 LZ0311
 LZ0311                         *CURRENT SURVEY CONTROL
 LZ0311  ___________________________________________________________________
 LZ0311* NAD 83(1986)-  41 10 35.     (N)    076 40 52.     (W)     SCALED    
 LZ0311* NAVD 88     -       197.007  (meters)     646.35   (feet)  ADJUSTED  
 LZ0311  ___________________________________________________________________
 LZ0311  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 LZ0311  DYNAMIC HT  -         196.924 (meters)     646.07  (feet)  COMP
 LZ0311  MODELED GRAV-     980,199.9   (mgal)                       NAVD 88
 LZ0311
 LZ0311  VERT ORDER  -  SECOND    CLASS 0
 LZ0311
 LZ0311.The horizontal coordinates were scaled from a topographic map and have
 LZ0311.an estimated accuracy of +/- 6 seconds.
 LZ0311
 LZ0311.The orthometric height was determined by differential leveling
 LZ0311.and adjusted by the National Geodetic Survey in June 1991..
 LZ0311
 LZ0311.The geoid height was determined by GEOID03.
 LZ0311
 LZ0311.The dynamic height is computed by dividing the NAVD 88
 LZ0311.geopotential number by the normal gravity value computed on the
 LZ0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0311.degrees latitude (g = 980.6199 gals.).
 LZ0311
 LZ0311.The modeled gravity was interpolated from observed gravity values.
 LZ0311
 LZ0311;                    North         East    Units  Estimated Accuracy
 LZ0311;SPC PA N     -   112,690.      689,690.      MT  (+/- 180 meters Scaled)
 LZ0311
 LZ0311                          SUPERSEDED SURVEY CONTROL
 LZ0311
 LZ0311  NGVD 29 (??/??/92)  197.22   (m)          647.0    (f) COMPUTED    2 0
 LZ0311
 LZ0311.Superseded values are not recommended for survey control.
 LZ0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0311.See file dsdata.txt to determine how the superseded data were derived.
 LZ0311
 LZ0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL589597(NAD 83)
 LZ0311_MARKER: DD = SURVEY DISK
 LZ0311_SETTING: 66 = SET IN ROCK OUTCROP
 LZ0311_SP_SET: ROCK LEDGE
 LZ0311_STAMPING: 9 WA 1930
 LZ0311_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ0311+STABILITY: POSITION/ELEVATION WELL
 LZ0311
 LZ0311  HISTORY     - Date     Condition        Report By
 LZ0311  HISTORY     - 1930     MONUMENTED       USGS
 LZ0311  HISTORY     - 1969     GOOD             NGS
 LZ0311
 LZ0311                          STATION DESCRIPTION
 LZ0311
 LZ0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ0311'6.6 MI E FROM MUNCY.
 LZ0311'6.6 MILES EAST ALONG STATE HIGHWAY 442 FROM MUNCY, LYCOMING
 LZ0311'COUNTY, ABOUT 0.6 MILE WEST OPP, AT HIGHWAY STATION 266+90,
 LZ0311'IN A 60- BY 12-FOOT ROCK LEDGE, 10 FEET NORTH OF THE CENTER
 LZ0311'LINE OF THE HIGHWAY, AND ABOUT 4 FEET HIGHER THAN THE HIGHWAY.
 LZ0311'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 9 WA
 LZ0311'1930 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0356 ***********************************************************************
 LZ0356  DESIGNATION -  9 WA
 LZ0356  PID         -  LZ0356
 LZ0356  STATE/COUNTY-  PA/SULLIVAN
 LZ0356  USGS QUAD   -  SONESTOWN (1981)
 LZ0356
 LZ0356                         *CURRENT SURVEY CONTROL
 LZ0356  ___________________________________________________________________
 LZ0356* NAD 83(1986)-  41 21 17.     (N)    076 31 53.     (W)     SCALED    
 LZ0356* NAVD 88     -       328.450  (meters)    1077.59   (feet)  ADJUSTED  
 LZ0356  ___________________________________________________________________
 LZ0356  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LZ0356  DYNAMIC HT  -         328.299 (meters)    1077.09  (feet)  COMP
 LZ0356  MODELED GRAV-     980,155.1   (mgal)                       NAVD 88
 LZ0356
 LZ0356  VERT ORDER  -  SECOND    CLASS 0
 LZ0356
 LZ0356.The horizontal coordinates were scaled from a topographic map and have
 LZ0356.an estimated accuracy of +/- 6 seconds.
 LZ0356
 LZ0356.The orthometric height was determined by differential leveling
 LZ0356.and adjusted by the National Geodetic Survey in June 1991..
 LZ0356
 LZ0356.The geoid height was determined by GEOID03.
 LZ0356
 LZ0356.The dynamic height is computed by dividing the NAVD 88
 LZ0356.geopotential number by the normal gravity value computed on the
 LZ0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0356.degrees latitude (g = 980.6199 gals.).
 LZ0356
 LZ0356.The modeled gravity was interpolated from observed gravity values.
 LZ0356
 LZ0356;                    North         East    Units  Estimated Accuracy
 LZ0356;SPC PA N     -   132,660.      701,970.      MT  (+/- 180 meters Scaled)
 LZ0356
 LZ0356                          SUPERSEDED SURVEY CONTROL
 LZ0356
 LZ0356  NGVD 29 (??/??/92)  328.61   (m)         1078.1    (f) COMPUTED    2 0
 LZ0356
 LZ0356.Superseded values are not recommended for survey control.
 LZ0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0356.See file dsdata.txt to determine how the superseded data were derived.
 LZ0356
 LZ0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL718792(NAD 83)
 LZ0356_MARKER: DD = SURVEY DISK
 LZ0356_SETTING: 80 = SET IN A BOULDER
 LZ0356_SP_SET: BOULDER
 LZ0356_STAMPING: PA 9 WA 1925
 LZ0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0356+STABILITY: SURFACE MOTION
 LZ0356
 LZ0356  HISTORY     - Date     Condition        Report By
 LZ0356  HISTORY     - 1925     MONUMENTED       USGS
 LZ0356  HISTORY     - 1934     GOOD             NGS
 LZ0356
 LZ0356                          STATION DESCRIPTION
 LZ0356
 LZ0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0356'4.4 MI SW FROM NORDMONT.
 LZ0356'4.4 MILES SOUTHWEST ALONG THE ABANDONED WILLIAMSPORT AND NORTH
 LZ0356'BRANCH RAILWAY FROM NORDMONT, SULLIVAN COUNTY, 30 FEET SOUTHWEST
 LZ0356'OF POLE 906, AND IN THE TOP OF A 4-FOOT BOULDER.  A UNITED STATES
 LZ0356'GEOLOGICAL SURVEY STANDARD DISK, STAMPED PA 9 WA 1925.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0490 ***********************************************************************
 MA0490  DESIGNATION -  90
 MA0490  PID         -  MA0490
 MA0490  STATE/COUNTY-  PA/CLEARFIELD
 MA0490  USGS QUAD   -  PENFIELD (1993)
 MA0490
 MA0490                         *CURRENT SURVEY CONTROL
 MA0490  ___________________________________________________________________
 MA0490* NAD 83(1986)-  41 14 14.     (N)    078 32 08.     (W)     SCALED    
 MA0490* NAVD 88     -       374.206  (meters)    1227.71   (feet)  ADJUSTED  
 MA0490  ___________________________________________________________________
 MA0490  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 MA0490  DYNAMIC HT  -         374.029 (meters)    1227.13  (feet)  COMP
 MA0490  MODELED GRAV-     980,141.9   (mgal)                       NAVD 88
 MA0490
 MA0490  VERT ORDER  -  SECOND    CLASS 0
 MA0490
 MA0490.The horizontal coordinates were scaled from a topographic map and have
 MA0490.an estimated accuracy of +/- 6 seconds.
 MA0490
 MA0490.The orthometric height was determined by differential leveling
 MA0490.and adjusted by the National Geodetic Survey in June 1991..
 MA0490
 MA0490.The geoid height was determined by GEOID03.
 MA0490
 MA0490.The dynamic height is computed by dividing the NAVD 88
 MA0490.geopotential number by the normal gravity value computed on the
 MA0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0490.degrees latitude (g = 980.6199 gals.).
 MA0490
 MA0490.The modeled gravity was interpolated from observed gravity values.
 MA0490
 MA0490;                    North         East    Units  Estimated Accuracy
 MA0490;SPC PA N     -   119,190.      534,150.      MT  (+/- 180 meters Scaled)
 MA0490
 MA0490                          SUPERSEDED SURVEY CONTROL
 MA0490
 MA0490  NGVD 29 (??/??/92)  374.34   (m)         1228.1    (f) COMPUTED    2 0
 MA0490
 MA0490.Superseded values are not recommended for survey control.
 MA0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0490.See file dsdata.txt to determine how the superseded data were derived.
 MA0490
 MA0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF065680(NAD 83)
 MA0490_MARKER: Q = CHISELED SQUARE
 MA0490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0490_SP_SET: CULVERT
 MA0490_STAMPING: BM 90
 MA0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0490
 MA0490  HISTORY     - Date     Condition        Report By
 MA0490  HISTORY     - UNK      MONUMENTED       PRR
 MA0490  HISTORY     - 1934     GOOD             NGS
 MA0490
 MA0490                          STATION DESCRIPTION
 MA0490
 MA0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0490'16 MI E FROM DU BOIS.
 MA0490'ABOUT 16 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM DU BOIS,
 MA0490'CLEARFIELD COUNTY, ABOUT 0.4 MILE WEST OF TYLER, ABOUT 620 FEET
 MA0490'EAST OF MILEPOST 29, ON THE TOP OF THE NORTH END OF A STONE
 MA0490'BOX CULVERT, 18 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND
 MA0490'ABOUT 7 FEET LOWER THAN THE TOP OF THE RAIL.  A CHISELED SQUARE,
 MA0490'MARKED BY THE CHISELED LETTERS BM 90.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1244 ***********************************************************************
 MA1244  DESIGNATION -  900.21
 MA1244  PID         -  MA1244
 MA1244  STATE/COUNTY-  PA/VENANGO
 MA1244  USGS QUAD   -  EMLENTON (1979)
 MA1244
 MA1244                         *CURRENT SURVEY CONTROL
 MA1244  ___________________________________________________________________
 MA1244* NAD 83(1986)-  41 10 37.     (N)    079 41 59.     (W)     SCALED    
 MA1244* NAVD 88     -       274.185  (meters)     899.56   (feet)  ADJUSTED  
 MA1244  ___________________________________________________________________
 MA1244  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 MA1244  DYNAMIC HT  -         274.061 (meters)     899.15  (feet)  COMP
 MA1244  MODELED GRAV-     980,163.1   (mgal)                       NAVD 88
 MA1244
 MA1244  VERT ORDER  -  FIRST     CLASS II
 MA1244
 MA1244.The horizontal coordinates were scaled from a topographic map and have
 MA1244.an estimated accuracy of +/- 6 seconds.
 MA1244
 MA1244.The orthometric height was determined by differential leveling
 MA1244.and adjusted by the National Geodetic Survey in June 1991..
 MA1244
 MA1244.The geoid height was determined by GEOID03.
 MA1244
 MA1244.The dynamic height is computed by dividing the NAVD 88
 MA1244.geopotential number by the normal gravity value computed on the
 MA1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1244.degrees latitude (g = 980.6199 gals.).
 MA1244
 MA1244.The modeled gravity was interpolated from observed gravity values.
 MA1244
 MA1244;                    North         East    Units  Estimated Accuracy
 MA1244;SPC PA N     -   114,040.      436,420.      MT  (+/- 180 meters Scaled)
 MA1244
 MA1244                          SUPERSEDED SURVEY CONTROL
 MA1244
 MA1244  NGVD 29 (??/??/92)  274.356  (m)          900.12   (f) ADJ UNCH    1 2
 MA1244
 MA1244.Superseded values are not recommended for survey control.
 MA1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1244.See file dsdata.txt to determine how the superseded data were derived.
 MA1244
 MA1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF090592(NAD 83)
 MA1244_MARKER: B = BOLT
 MA1244_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1244_SP_SET: BRIDGE COPING
 MA1244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1244
 MA1244  HISTORY     - Date     Condition        Report By
 MA1244  HISTORY     - UNK      MONUMENTED       PRR
 MA1244  HISTORY     - 1958     GOOD             NGS
 MA1244  HISTORY     - 1977     GOOD             PADT
 MA1244
 MA1244                          STATION DESCRIPTION
 MA1244
 MA1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MA1244'AT EMLENTON.
 MA1244'0.5 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA1244'AT EMLENTON, VENANGO COUNTY, AT BRIDGE NO. 88.79 (U.G.), IN THE
 MA1244'SOUTH END OF THE EAST COPING, AND 5.6 FEET EAST OF THE EAST
 MA1244'RAIL.  A COPPER BOLT.  NOTE-- IT IS ABOUT 0.5 MILE EAST OF THE
 MA1244'RAILWAY STATION, THE FOUNDATION OF THIS BRIDGE IS CRACKED AND
 MA1244'THE BOLT HAS BEEN BATTERED.
 MA1244
 MA1244                          STATION RECOVERY (1977)
 MA1244
 MA1244'RECOVERY NOTE BY PA DEPT OF TRANSP 1977
 MA1244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0658 ***********************************************************************
 KY0658  DESIGNATION -  9019=GREEN
 KY0658  PID         -  KY0658
 KY0658  STATE/COUNTY-  PA/ALLEGHENY
 KY0658  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0658
 KY0658                         *CURRENT SURVEY CONTROL
 KY0658  ___________________________________________________________________
 KY0658* NAD 83(1986)-  40 29 38.     (N)    080 01 08.     (W)     SCALED    
 KY0658* NAVD 88     -       414.643  (meters)    1360.37   (feet)  ADJUSTED  
 KY0658  ___________________________________________________________________
 KY0658  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KY0658  DYNAMIC HT  -         414.426 (meters)    1359.66  (feet)  COMP
 KY0658  MODELED GRAV-     980,089.6   (mgal)                       NAVD 88
 KY0658
 KY0658  VERT ORDER  -  SECOND    CLASS 0
 KY0658
 KY0658.The horizontal coordinates were scaled from a topographic map and have
 KY0658.an estimated accuracy of +/- 6 seconds.
 KY0658
 KY0658.The orthometric height was determined by differential leveling
 KY0658.and adjusted by the National Geodetic Survey in June 1991..
 KY0658
 KY0658.The geoid height was determined by GEOID03.
 KY0658
 KY0658.The dynamic height is computed by dividing the NAVD 88
 KY0658.geopotential number by the normal gravity value computed on the
 KY0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0658.degrees latitude (g = 980.6199 gals.).
 KY0658
 KY0658.The modeled gravity was interpolated from observed gravity values.
 KY0658
 KY0658;                    North         East    Units  Estimated Accuracy
 KY0658;SPC PA S     -   131,330.      407,680.      MT  (+/- 180 meters Scaled)
 KY0658
 KY0658                          SUPERSEDED SURVEY CONTROL
 KY0658
 KY0658  NGVD 29 (??/??/92)  414.802  (m)         1360.90   (f) ADJ UNCH    2 0
 KY0658
 KY0658.Superseded values are not recommended for survey control.
 KY0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0658.See file dsdata.txt to determine how the superseded data were derived.
 KY0658
 KY0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE831830(NAD 83)
 KY0658_MARKER: DS = TRIANGULATION STATION DISK
 KY0658_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0658_SP_SET: POST
 KY0658_STAMPING: 9019 GREEN
 KY0658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0658
 KY0658  HISTORY     - Date     Condition        Report By
 KY0658  HISTORY     - UNK      MONUMENTED       PA6600
 KY0658  HISTORY     - 1960     GOOD             NGS
 KY0658
 KY0658                          STATION DESCRIPTION
 KY0658
 KY0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0658'AT PITTSBURGH.
 KY0658'AT THE KDKA TOWER IN THE CITY, 101 FEET SOUTHWEST OF THE SOUTHWEST
 KY0658'CORNER OF THE FENCE AROUND THE BASE OF THE TOWER, 53 FEET NORTH
 KY0658'OF THE NORTH SIDE OF A CONCRETE WALL AROUND A RESERVOIR A POST
 KY0658'INCASED IN A STEEL BOX WITH A LID ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3071 ***********************************************************************
 KY3071  DESIGNATION -  9019=GREEN
 KY3071  PID         -  KY3071
 KY3071  STATE/COUNTY-  PA/ALLEGHENY
 KY3071  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY3071
 KY3071                         *CURRENT SURVEY CONTROL
 KY3071  ___________________________________________________________________
 KY3071* NAD 83(1992)-  40 29 37.47031(N)    080 01 09.45287(W)     ADJUSTED  
 KY3071* NAVD 88     -       414.64   (+/-2cm)    1360.4    (feet)  VERTCON   
 KY3071  ___________________________________________________________________
 KY3071  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 KY3071  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KY3071
 KY3071  HORZ ORDER  -  FIRST
 KY3071  VERT ORDER  -  THIRD ? (See Below)
 KY3071
 KY3071.The horizontal coordinates were established by classical geodetic methods
 KY3071.and adjusted by the National Geodetic Survey in June 2002..
 KY3071
 KY3071.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3071.The vertical order pertains to the NGVD 29 superseded value.
 KY3071
 KY3071.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3071
 KY3071.The geoid height was determined by GEOID03.
 KY3071
 KY3071;                    North         East     Units Scale Factor Converg.
 KY3071;SPC PA S     -   131,317.706   407,648.186   MT  0.99995978   -1 28 20.3
 KY3071;SPC PA S     -   430,831.51  1,337,425.76   sFT  0.99995978   -1 28 20.3
 KY3071;UTM  17      - 4,483,021.958   583,107.498   MT  0.99968502   +0 38 12.7
 KY3071
 KY3071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3071!SPC PA S     -   0.99994027  x   0.99995978  =   0.99990005
 KY3071!UTM  17      -   0.99994027  x   0.99968502  =   0.99962531
 KY3071
 KY3071:                Primary Azimuth Mark                     Grid Az
 KY3071:SPC PA S     -  WEST VIEW RAD KQV CENTER TOWER           013 51 55.7
 KY3071:UTM  17      -  WEST VIEW RAD KQV CENTER TOWER           011 45 22.7
 KY3071
 KY3071|---------------------------------------------------------------------|
 KY3071| PID    Reference Object                     Distance      Geod. Az  |
 KY3071|                                                           dddmmss.s |
 KY3071| KY3039 WEST VIEW RAD KQV CENTER TOWER      APPROX. 3.4 KM 0122335.4 |
 KY3071| CX4621 GREEN RM 1                           15.591 METERS 03222     |
 KY3071| KY3077 PITTSBURGH TV STA KDKA MAST          36.898 METERS 03339     |
 KY3071| KY3074 PITTSBURGH ATT MICROWAVE TOWER      APPROX. 1.3 KM 0730927.5 |
 KY3071| KX2068 PITTSBURGH RADIO WPIT TOWER         APPROX. 2.6 KM 1171128.3 |
 KY3071| KX2069 PITTSBURGH TV STA WQED TOWER        APPROX. 7.1 KM 1381102.1 |
 KY3071| KX2067 PITTSBURGH RADIO WEEP TOWER         APPROX. 3.2 KM 1381734.3 |
 KY3071| KY3075 PITTSBURGH TV STA WIIC MAST         APPROX. 3.6 KM 1592810.6 |
 KY3071| CX4622 GREEN RM 2                           30.589 METERS 16023     |
 KY3071| KY3073 PITTSBURGH BELL MICROWAVE TWR       APPROX. 7.0 KM 1711618.2 |
 KY3071| KY3089 SHANNON                             APPROX.15.6 KM 1790730.6 |
 KY3071| KY3067 PITTSBURGH RAD WKJF TOWER           APPROX. 5.9 KM 1850705.0 |
 KY3071|---------------------------------------------------------------------|
 KY3071
 KY3071                          SUPERSEDED SURVEY CONTROL
 KY3071
 KY3071  NAD 83(1995)-  40 29 37.47114(N)    080 01 09.45467(W) AD(       ) 1
 KY3071  NAD 83(1986)-  40 29 37.47503(N)    080 01 09.46130(W) AD(       ) 1
 KY3071  NAD 27      -  40 29 37.22990(N)    080 01 10.27150(W) AD(       ) 1
 KY3071  NGVD 29 (07/19/86)  414.80   (m)         1360.9    (f) LEVELING    3  
 KY3071
 KY3071.Superseded values are not recommended for survey control.
 KY3071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3071.See file dsdata.txt to determine how the superseded data were derived.
 KY3071
 KY3071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE8310783022(NAD 83)
 KY3071_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3071_SETTING: 0 = UNSPECIFIED SETTING
 KY3071_MARK LOGO: PA6600
 KY3071_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY3071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3071
 KY3071  HISTORY     - Date     Condition        Report By
 KY3071  HISTORY     - UNK      MONUMENTED       PA6600
 KY3071  HISTORY     - 1958     GOOD             PA6600
 KY3071  HISTORY     - 1959     GOOD             CGS
 KY3071  HISTORY     - 1961     GOOD             CGS
 KY3071  HISTORY     - 1984     GOOD             LOCENG
 KY3071  HISTORY     - 19870512 SEE DESCRIPTION  HARTMN
 KY3071  HISTORY     - 20040521 MARK NOT FOUND   USPSQD
 KY3071
 KY3071                          STATION DESCRIPTION
 KY3071
 KY3071'DESCRIBED BY CITY OF PITTSBURGH PENNSYLVANIA 1958 (WER)
 KY3071'THE STATION IS ABOUT 1-3/4 MILES NORTHEAST OF THE OHIO RIVER,
 KY3071'1-1/2 MILES SOUTH OF WEST VIEW, AND 0.6 MILE SOUTH OF WHERE U.S.
 KY3071'HIGHWAY 19 ENTERS PITTSBURGH AT THE NORTH CITY BOUNDARY LINE, AT A
 KY3071'LARGE RESERVIOR WHICH IS ON GREENTREE HILL, AND IS ON PROPERTY
 KY3071'OWNED BY THE CITY.
 KY3071'
 KY3071'TO REACH FROM WHERE U.S. HIGHWAY 19 ENTERS PITTSBURGH AT THE NORTH
 KY3071'CITY BOUNDARY LINE, GO SOUTH ON HIGHWAY 19 FOR 0.8 MILE TO THE
 KY3071'JUNCTION OF FRANKLIN ROAD AND PERRYVILLE AVENUE.  TURN SHARP LEFT
 KY3071'ONTO FRANKLIN ROAD AND GO 0.2 MILE TO MONTANA STREET.  TURN RIGHT
 KY3071'AND FOLLOW MONTANA STREET, UP HILL, FOR 0.1 MILE TO END OF STREET
 KY3071'AND THE STATION.
 KY3071'
 KY3071'THE STATION MARK IS A BRONZE DISK OF THE DEPARTMENT OF CITY
 KY3071'PLANNING, PITTSBURGH, PA. STAMPED 9019, SET IN A CONCRETE BLOCK,
 KY3071'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS ENCLOSED BY A
 KY3071'CAST IRON BOX 1 FOOT SQUARE, WITH LID, WHICH PROJECTS 2 INCHES.
 KY3071'THE LID ON BOX HAS LETTERING D.P.W. MON. SURVEYS ON THE TOP.  IT
 KY3071'IS 101 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF FENCE WHICH IS
 KY3071'AROUND THE KDKA-TV MAST, 53 FEET NORTH OF THE CONCRETE WALL OF
 KY3071'RESERVOIR, AND 20 FEET EAST OF THE END OF SURFACED ROAD.
 KY3071'
 KY3071'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GREEN DPW NO 1
 KY3071'1958, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 KY3071'THE GROUND.  IT IS 2 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 KY3071'FENCE AROUND KDKA-TV MAST.
 KY3071'
 KY3071'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GREEN DPW NO 2
 KY3071'1958, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 KY3071'IT IS 2-1/2 FEET NORTH OF THE CONCRETE WALL OF RESERVOIR AND 47
 KY3071'FEET SOUTHEAST OF THE END OF SURFACED ROAD.
 KY3071'
 KY3071'NO AZIMUTH MARK WAS SET.
 KY3071'
 KY3071'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 KY3071
 KY3071                          STATION RECOVERY (1959)
 KY3071
 KY3071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCC)
 KY3071'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND AND IN
 KY3071'GOOD CONDITION.  OBSERVATION AND MEASUREMENT CHECKS WERE MADE ON
 KY3071'THE REFERENCE MARKS AND PROVED TO BE CORRECT.
 KY3071
 KY3071                          STATION RECOVERY (1961)
 KY3071
 KY3071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JPP)
 KY3071'THE STATION AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED AS
 KY3071'DESCRIBED, AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.
 KY3071'HOWEVER, THE PUBLISHED DISTANCES TO THE REFERENCE MARKS HAVE BEEN
 KY3071'INTERCHANGED WITH EACH OTHER.
 KY3071
 KY3071                          STATION RECOVERY (1984)
 KY3071
 KY3071'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (DTM)
 KY3071'RM NO. 1 - RECOVERED IN GOOD CONDITION.
 KY3071'
 KY3071'RM NO. 2 - NOT FOUND THOROUGH SEARCH NOT MADE.
 KY3071'
 KY3071'STA (D.C.P. NO. 9019) - NOT FOUND THOROUGH SEARCH NOT MADE.
 KY3071'
 KY3071'NOTE--DISTANCES TO RM NO. 1 AND RM NO. 2 APPEAR TO BE REVERSED -
 KY3071'DISTANCES AS CALLED FOR IN VERBAL STATION DESCRIPTION OK.
 KY3071
 KY3071                          STATION RECOVERY (1987)
 KY3071
 KY3071'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1987
 KY3071'THE STATION WAS DESTROYED PRIOR TO 1984.  RM NO. 1 AND RM NO. 2 WERE
 KY3071'RECOVERED ALONG WITH CITY OF PITTSBURGH REFERENCE MARKS GREENTREE A
 KY3071'AND GREENTREE B WHICH WERE A PART OF THE CITY OF PITTSBURGH
 KY3071'TRIANGULATION NET AS WAS THE STATION.
 KY3071'A NEW REFERENCE STATION MARKED GREENTREE C WAS ESTABLISHED BY THE
 KY3071'CITY OF PITTSBURGH THROUGH HARTMANN ASSOCIATES INC. AND A
 KY3071'PENNSYLVANIA SOUTH ZONE COORDINATE VALUE WAS ESTABLISHED FOR RM NO. 1.
 KY3071'RM NO. 2 AND GREENTREE B ARE NOW DESTROYED BY CONSTRUCTION OF WATER
 KY3071'TANKS WHICH REPLACE BRASHER RESERVOIR.
 KY3071'RM NO. 1  NAD 27  X = 1368900.99  Y = 430884.80
 KY3071
 KY3071                          STATION RECOVERY (2004)
 KY3071
 KY3071'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 KY3071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0275 ***********************************************************************
 KX0275  DESIGNATION -  902
 KX0275  PID         -  KX0275
 KX0275  STATE/COUNTY-  PA/BEDFORD
 KX0275  USGS QUAD   -  HOPEWELL (1994)
 KX0275
 KX0275                         *CURRENT SURVEY CONTROL
 KX0275  ___________________________________________________________________
 KX0275* NAD 83(1986)-  40 08 08.     (N)    078 16 03.     (W)     SCALED    
 KX0275* NAVD 88     -       274.908  (meters)     901.93   (feet)  ADJUSTED  
 KX0275  ___________________________________________________________________
 KX0275  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KX0275  DYNAMIC HT  -         274.753 (meters)     901.42  (feet)  COMP
 KX0275  MODELED GRAV-     980,056.8   (mgal)                       NAVD 88
 KX0275
 KX0275  VERT ORDER  -  SECOND    CLASS 0
 KX0275
 KX0275.The horizontal coordinates were scaled from a topographic map and have
 KX0275.an estimated accuracy of +/- 6 seconds.
 KX0275
 KX0275.The orthometric height was determined by differential leveling
 KX0275.and adjusted by the National Geodetic Survey in June 1991..
 KX0275
 KX0275.The geoid height was determined by GEOID03.
 KX0275
 KX0275.The dynamic height is computed by dividing the NAVD 88
 KX0275.geopotential number by the normal gravity value computed on the
 KX0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0275.degrees latitude (g = 980.6199 gals.).
 KX0275
 KX0275.The modeled gravity was interpolated from observed gravity values.
 KX0275
 KX0275;                    North         East    Units  Estimated Accuracy
 KX0275;SPC PA S     -    89,200.      555,900.      MT  (+/- 180 meters Scaled)
 KX0275
 KX0275                          SUPERSEDED SURVEY CONTROL
 KX0275
 KX0275  NGVD 29 (??/??/92)  275.082  (m)          902.50   (f) ADJ UNCH    2 0
 KX0275
 KX0275.Superseded values are not recommended for survey control.
 KX0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0275.See file dsdata.txt to determine how the superseded data were derived.
 KX0275
 KX0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE327463(NAD 83)
 KX0275_MARKER: DD = SURVEY DISK
 KX0275_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0275_SP_SET: BUILDING
 KX0275_STAMPING: 902 HARRISBURG
 KX0275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0275
 KX0275  HISTORY     - Date     Condition        Report By
 KX0275  HISTORY     - UNK      MONUMENTED       USGS
 KX0275  HISTORY     - 1935     GOOD             NGS
 KX0275  HISTORY     - 20031223 GOOD             PADT
 KX0275
 KX0275                          STATION DESCRIPTION
 KX0275
 KX0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0275'AT HOPEWELL.
 KX0275'AT HOPEWELL, BEDFORD COUNTY, ABOUT 75 FEET NORTHEAST OF THE
 KX0275'HUNTINGDON AND BROAD TOP MOUNTAIN RAILROAD AND COAL CO. RAILROAD
 KX0275'STATION, AT THE INDEPENDENT ORDER OF ODD FELLOWS BRICK BUILDING,
 KX0275'IN THE WEST WALL AT THE SOUTHWEST CORNER, ABOUT 54 FEET EAST OF
 KX0275'THE CENTER LINE OF THE TRACK, AND 1 FOOT ABOVE THE SIDEWALK.  A
 KX0275'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 902
 KX0275'HARRISBURG AND SET VERTICALLY.
 KX0275
 KX0275                          STATION RECOVERY (2003)
 KX0275
 KX0275'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (TRN)
 KX0275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1239 ***********************************************************************
 MA1239  DESIGNATION -  905
 MA1239  PID         -  MA1239
 MA1239  STATE/COUNTY-  PA/VENANGO
 MA1239  USGS QUAD   -  EMLENTON (1979)
 MA1239
 MA1239                         *CURRENT SURVEY CONTROL
 MA1239  ___________________________________________________________________
 MA1239* NAD 83(1986)-  41 12 37.     (N)    079 43 29.     (W)     SCALED    
 MA1239* NAVD 88     -       276.050  (meters)     905.67   (feet)  ADJUSTED  
 MA1239  ___________________________________________________________________
 MA1239  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 MA1239  DYNAMIC HT  -         275.923 (meters)     905.26  (feet)  COMP
 MA1239  MODELED GRAV-     980,155.7   (mgal)                       NAVD 88
 MA1239
 MA1239  VERT ORDER  -  FIRST     CLASS II
 MA1239
 MA1239.The horizontal coordinates were scaled from a topographic map and have
 MA1239.an estimated accuracy of +/- 6 seconds.
 MA1239
 MA1239.The orthometric height was determined by differential leveling
 MA1239.and adjusted by the National Geodetic Survey in June 1991..
 MA1239
 MA1239.The geoid height was determined by GEOID03.
 MA1239
 MA1239.The dynamic height is computed by dividing the NAVD 88
 MA1239.geopotential number by the normal gravity value computed on the
 MA1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1239.degrees latitude (g = 980.6199 gals.).
 MA1239
 MA1239.The modeled gravity was interpolated from observed gravity values.
 MA1239
 MA1239;                    North         East    Units  Estimated Accuracy
 MA1239;SPC PA N     -   117,790.      434,410.      MT  (+/- 180 meters Scaled)
 MA1239
 MA1239                          SUPERSEDED SURVEY CONTROL
 MA1239
 MA1239  NGVD 29 (??/??/92)  276.219  (m)          906.23   (f) ADJ UNCH    1 2
 MA1239
 MA1239.Superseded values are not recommended for survey control.
 MA1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1239.See file dsdata.txt to determine how the superseded data were derived.
 MA1239
 MA1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF069628(NAD 83)
 MA1239_MARKER: DD = SURVEY DISK
 MA1239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1239_SP_SET: ABUTMENT
 MA1239_STAMPING: PITTSBURG 905 1899
 MA1239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1239
 MA1239  HISTORY     - Date     Condition        Report By
 MA1239  HISTORY     - UNK      MONUMENTED       USGS
 MA1239  HISTORY     - 1941     GOOD             NGS
 MA1239
 MA1239                          STATION DESCRIPTION
 MA1239
 MA1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MA1239'3.2 MI NW FROM EMLENTON.
 MA1239'3.2 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA1239'STATION AT EMLENTON, VENANGO COUNTY, AT THE NORTHWEST ABUTMENT OF
 MA1239'BRIDGE NO. 92.54, IN THE SOUTHWEST END OF THE BRIDGE SEAT, 5.8
 MA1239'FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 6 FEET LOWER THAN
 MA1239'THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 MA1239'STAMPED PITTSBURG 905 1899.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0450 ***********************************************************************
 KY0450  DESIGNATION -  905
 KY0450  PID         -  KY0450
 KY0450  STATE/COUNTY-  PA/WASHINGTON
 KY0450  USGS QUAD   -  AVELLA (1979)
 KY0450
 KY0450                         *CURRENT SURVEY CONTROL
 KY0450  ___________________________________________________________________
 KY0450* NAD 83(1986)-  40 16 48.     (N)    080 27 51.     (W)     SCALED    
 KY0450* NAVD 88     -       275.899  (meters)     905.18   (feet)  ADJUSTED  
 KY0450  ___________________________________________________________________
 KY0450  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 KY0450  DYNAMIC HT  -         275.747 (meters)     904.68  (feet)  COMP
 KY0450  MODELED GRAV-     980,066.2   (mgal)                       NAVD 88
 KY0450
 KY0450  VERT ORDER  -  SECOND    CLASS 0
 KY0450
 KY0450.The horizontal coordinates were scaled from a topographic map and have
 KY0450.an estimated accuracy of +/- 6 seconds.
 KY0450
 KY0450.The orthometric height was determined by differential leveling
 KY0450.and adjusted by the National Geodetic Survey in June 1991..
 KY0450
 KY0450.The geoid height was determined by GEOID03.
 KY0450
 KY0450.The dynamic height is computed by dividing the NAVD 88
 KY0450.geopotential number by the normal gravity value computed on the
 KY0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0450.degrees latitude (g = 980.6199 gals.).
 KY0450
 KY0450.The modeled gravity was interpolated from observed gravity values.
 KY0450
 KY0450;                    North         East    Units  Estimated Accuracy
 KY0450;SPC PA S     -   108,660.      369,220.      MT  (+/- 180 meters Scaled)
 KY0450
 KY0450                          SUPERSEDED SURVEY CONTROL
 KY0450
 KY0450  NGVD 29 (??/??/92)  276.062  (m)          905.71   (f) ADJ UNCH    2 0
 KY0450
 KY0450.Superseded values are not recommended for survey control.
 KY0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0450.See file dsdata.txt to determine how the superseded data were derived.
 KY0450
 KY0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE455589(NAD 83)
 KY0450_MARKER: DD = SURVEY DISK
 KY0450_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0450_SP_SET: ABUTMENT
 KY0450_STAMPING: 905 1903
 KY0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0450
 KY0450  HISTORY     - Date     Condition        Report By
 KY0450  HISTORY     - 1903     MONUMENTED       USGS
 KY0450  HISTORY     - 1957     GOOD             NGS
 KY0450
 KY0450                          STATION DESCRIPTION
 KY0450
 KY0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0450'0.5 MI NW FROM AVELLA.
 KY0450'ABOUT 0.5 MILE NORTHWEST ALONG THE PITTSBURGH AND WEST VIRGINIA
 KY0450'RAILWAY FROM THE STATION AT AVELLA, 236 YARDS SOUTHEAST OF MILE
 KY0450'POST 83, ABOUT 0.2 MILE NORTHWEST OF CROSSING OF A BLACK TOP
 KY0450'ROAD, IN THE TOP OF EAST END OF SOUTH STONE MASONRY ABUTMENT OF
 KY0450'RAILWAY BRIDGE OVER CROSS CREEK, 8 FEET EAST OF EAST RAIL AND
 KY0450'1 1/4 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0986 ***********************************************************************
 JW0986  DESIGNATION -  905 USGS
 JW0986  PID         -  JW0986
 JW0986  STATE/COUNTY-  PA/FULTON
 JW0986  USGS QUAD   -  MEADOW GROUNDS (1994)
 JW0986
 JW0986                         *CURRENT SURVEY CONTROL
 JW0986  ___________________________________________________________________
 JW0986* NAD 83(1986)-  39 55 53.     (N)    078 00 00.     (W)     SCALED    
 JW0986* NAVD 88     -       275.704  (meters)     904.54   (feet)  ADJUSTED  
 JW0986  ___________________________________________________________________
 JW0986  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JW0986  DYNAMIC HT  -         275.546 (meters)     904.02  (feet)  COMP
 JW0986  MODELED GRAV-     980,046.8   (mgal)                       NAVD 88
 JW0986
 JW0986  VERT ORDER  -  SECOND    CLASS 0
 JW0986
 JW0986.The horizontal coordinates were scaled from a topographic map and have
 JW0986.an estimated accuracy of +/- 6 seconds.
 JW0986
 JW0986.The orthometric height was determined by differential leveling
 JW0986.and adjusted by the National Geodetic Survey in June 1991..
 JW0986
 JW0986.The geoid height was determined by GEOID03.
 JW0986
 JW0986.The dynamic height is computed by dividing the NAVD 88
 JW0986.geopotential number by the normal gravity value computed on the
 JW0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0986.degrees latitude (g = 980.6199 gals.).
 JW0986
 JW0986.The modeled gravity was interpolated from observed gravity values.
 JW0986
 JW0986;                    North         East    Units  Estimated Accuracy
 JW0986;SPC PA S     -    66,440.      578,630.      MT  (+/- 180 meters Scaled)
 JW0986
 JW0986                          SUPERSEDED SURVEY CONTROL
 JW0986
 JW0986  NGVD 29 (??/??/92)  275.89   (m)          905.1    (f) COMPUTED    2 0
 JW0986
 JW0986.Superseded values are not recommended for survey control.
 JW0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0986.See file dsdata.txt to determine how the superseded data were derived.
 JW0986
 JW0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE563244(NAD 83)
 JW0986_MARKER: DD = SURVEY DISK
 JW0986_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0986_SP_SET: STEP
 JW0986_STAMPING: 905
 JW0986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0986
 JW0986  HISTORY     - Date     Condition        Report By
 JW0986  HISTORY     - UNK      MONUMENTED       USGS
 JW0986  HISTORY     - 1935     GOOD             NGS
 JW0986  HISTORY     - 20040520 GOOD             USPSQD
 JW0986
 JW0986                          STATION DESCRIPTION
 JW0986
 JW0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0986'AT MC CONNELLSBURG.
 JW0986'AT MC CONNELLSBURG, FULTON COUNTY, ON U.S. HIGHWAY 522, 414 FEET
 JW0986'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 30, 27 FEET WEST OF THE
 JW0986'CENTER LINE OF U.S. HIGHWAY 522, AT THE PRESBYTERIAN CHURCH, AND
 JW0986'IN THE TOP OF THE NORTH SET OF STEPS AT THE FRONT ENTRANCE.  A
 JW0986'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 905.
 JW0986
 JW0986                          STATION RECOVERY (2004)
 JW0986
 JW0986'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 JW0986'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6918 ***********************************************************************
 AB6918  TIDAL BM    -  This is a Tidal Bench Mark.
 AB6918  DESIGNATION -  906 3038 G
 AB6918  PID         -  AB6918
 AB6918  STATE/COUNTY-  PA/ERIE
 AB6918  USGS QUAD   -  ERIE NORTH (1996)
 AB6918
 AB6918                         *CURRENT SURVEY CONTROL
 AB6918  ___________________________________________________________________
 AB6918* NAD 83(1986)-  42 09 15.     (N)    080 04 31.     (W)     SCALED    
 AB6918* NAVD 88     -       176.239  (meters)     578.21   (feet)  ADJUSTED  
 AB6918  ___________________________________________________________________
 AB6918  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 AB6918  DYNAMIC HT  -         176.177 (meters)     578.01  (feet)  COMP
 AB6918  MODELED GRAV-     980,268.8   (mgal)                       NAVD 88
 AB6918
 AB6918  VERT ORDER  -  THIRD
 AB6918
 AB6918.The horizontal coordinates were scaled from a topographic map and have
 AB6918.an estimated accuracy of +/- 6 seconds.
 AB6918
 AB6918.The orthometric height was determined by differential leveling
 AB6918.and adjusted by the National Geodetic Survey in January 1997..
 AB6918
 AB6918.This Tidal Bench Mark is designated as VM 12808
 AB6918.by the Center for Operational Oceanographic Products and Services.
 AB6918
 AB6918.The geoid height was determined by GEOID03.
 AB6918
 AB6918.The dynamic height is computed by dividing the NAVD 88
 AB6918.geopotential number by the normal gravity value computed on the
 AB6918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6918.degrees latitude (g = 980.6199 gals.).
 AB6918
 AB6918.The modeled gravity was interpolated from observed gravity values.
 AB6918
 AB6918;                    North         East    Units  Estimated Accuracy
 AB6918;SPC PA N     -   223,310.      407,830.      MT  (+/- 180 meters Scaled)
 AB6918
 AB6918                          SUPERSEDED SURVEY CONTROL
 AB6918
 AB6918.No superseded survey control is available for this station.
 AB6918
 AB6918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG763673(NAD 83)
 AB6918_MARKER: DB = BENCH MARK DISK
 AB6918_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB6918_SP_SET: GAUGE HOUSE FOOTING
 AB6918_STAMPING: 3038 G 1985
 AB6918_MARK LOGO: NOS   
 AB6918_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB6918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6918+STABILITY: SURFACE MOTION
 AB6918
 AB6918  HISTORY     - Date     Condition        Report By
 AB6918  HISTORY     - 1985     MONUMENTED       NOS
 AB6918  HISTORY     - 19940712 GOOD             NOS
 AB6918
 AB6918                          STATION DESCRIPTION
 AB6918
 AB6918'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (KLD)
 AB6918'IN ERIE, ON THE NORTHERLY SIDE OF THE HARBOR ENTRANCE CHANNEL AT THE
 AB6918'US COAST GUARD STATION, 1.93 FEET (0.59 M) SOUTHEAST OF THE SOUTHEAST
 AB6918'CORNER OF THE NOS GAUGE HOUSE, 0.75 FEET (22.86 CM) NORTHWEST OF THE
 AB6918'SOUTHEAST CORNER OF CONCRETE FOUNDATION OF GAUGE HOUSE, 1.4 FEET (0.4
 AB6918'M) ABOVE THE PIER, BEING A STANDARD NOS DISC STAMPED 3038 G 1985.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6919 ***********************************************************************
 AB6919  TIDAL BM    -  This is a Tidal Bench Mark.
 AB6919  DESIGNATION -  906 3038 H
 AB6919  PID         -  AB6919
 AB6919  STATE/COUNTY-  PA/ERIE
 AB6919  USGS QUAD   -  ERIE NORTH (1996)
 AB6919
 AB6919                         *CURRENT SURVEY CONTROL
 AB6919  ___________________________________________________________________
 AB6919* NAD 83(1986)-  42 09 15.     (N)    080 04 31.     (W)     SCALED    
 AB6919* NAVD 88     -       176.490  (meters)     579.03   (feet)  ADJUSTED  
 AB6919  ___________________________________________________________________
 AB6919  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 AB6919  DYNAMIC HT  -         176.429 (meters)     578.83  (feet)  COMP
 AB6919  MODELED GRAV-     980,268.8   (mgal)                       NAVD 88
 AB6919
 AB6919  VERT ORDER  -  THIRD
 AB6919
 AB6919.The horizontal coordinates were scaled from a topographic map and have
 AB6919.an estimated accuracy of +/- 6 seconds.
 AB6919
 AB6919.The orthometric height was determined by differential leveling
 AB6919.and adjusted by the National Geodetic Survey in January 1997..
 AB6919
 AB6919.This Tidal Bench Mark is designated as VM 12809
 AB6919.by the Center for Operational Oceanographic Products and Services.
 AB6919
 AB6919.The geoid height was determined by GEOID03.
 AB6919
 AB6919.The dynamic height is computed by dividing the NAVD 88
 AB6919.geopotential number by the normal gravity value computed on the
 AB6919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6919.degrees latitude (g = 980.6199 gals.).
 AB6919
 AB6919.The modeled gravity was interpolated from observed gravity values.
 AB6919
 AB6919;                    North         East    Units  Estimated Accuracy
 AB6919;SPC PA N     -   223,310.      407,830.      MT  (+/- 180 meters Scaled)
 AB6919
 AB6919                          SUPERSEDED SURVEY CONTROL
 AB6919
 AB6919.No superseded survey control is available for this station.
 AB6919
 AB6919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG763673(NAD 83)
 AB6919_MARKER: DB = BENCH MARK DISK
 AB6919_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB6919_SP_SET: PIER
 AB6919_STAMPING: 3038 H 1985
 AB6919_MARK LOGO: NOS   
 AB6919_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB6919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB6919
 AB6919  HISTORY     - Date     Condition        Report By
 AB6919  HISTORY     - 1985     MONUMENTED       NOS
 AB6919  HISTORY     - 19940712 GOOD             NOS
 AB6919
 AB6919                          STATION DESCRIPTION
 AB6919
 AB6919'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (KLD)
 AB6919'IN ERIE, ON THE NORTHERN SIDE OF THE HARBOR ENTRANCE CHANNEL AT THE US
 AB6919'COAST GUARD STATION, 310.0 FEET (94.5 M) EAST OF THE SOUTHEAST CORNER
 AB6919'OF A CONCRETE FOUNDATION PAD FOR THE NOS GAUGE HOUSE, 13.15 FEET (4.01
 AB6919'M) NORTHEAST OF THE NORTHEAST CORNER OF A SLOPED BIKE RAMP, 0.57 FEET
 AB6919'(17.37 CM) SOUTH OF THE NORTH EDGE OF THE STEEL PILING, LOCATED ON THE
 AB6919'3RD FULL PILING INDENTATION, BEING A STANDARD NOS DISC SET FLUSH INTO
 AB6919'THE CONCRETE STAMPED 3038 H 1985.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0161 ***********************************************************************
 ND0161  TIDAL BM    -  This is a Tidal Bench Mark.
 ND0161  DESIGNATION -  906 3038 POPLAR USLS
 ND0161  PID         -  ND0161
 ND0161  STATE/COUNTY-  PA/ERIE
 ND0161  USGS QUAD   -  ERIE NORTH (1996)
 ND0161
 ND0161                         *CURRENT SURVEY CONTROL
 ND0161  ___________________________________________________________________
 ND0161* NAD 83(1986)-  42 09 17.     (N)    080 04 35.     (W)     SCALED    
 ND0161* NAVD 88     -       174.754  (meters)     573.34   (feet)  ADJUSTED  
 ND0161  ___________________________________________________________________
 ND0161  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 ND0161  DYNAMIC HT  -         174.693 (meters)     573.14  (feet)  COMP
 ND0161  MODELED GRAV-     980,269.0   (mgal)                       NAVD 88
 ND0161
 ND0161  VERT ORDER  -  FIRST     CLASS II
 ND0161
 ND0161.The horizontal coordinates were scaled from a topographic map and have
 ND0161.an estimated accuracy of +/- 6 seconds.
 ND0161
 ND0161.The orthometric height was determined by differential leveling
 ND0161.and adjusted by the National Geodetic Survey in June 1991..
 ND0161
 ND0161.This Tidal Bench Mark is designated as VM 12813
 ND0161.by the Center for Operational Oceanographic Products and Services.
 ND0161
 ND0161.The geoid height was determined by GEOID03.
 ND0161
 ND0161.The dynamic height is computed by dividing the NAVD 88
 ND0161.geopotential number by the normal gravity value computed on the
 ND0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0161.degrees latitude (g = 980.6199 gals.).
 ND0161
 ND0161.The modeled gravity was interpolated from observed gravity values.
 ND0161
 ND0161;                    North         East    Units  Estimated Accuracy
 ND0161;SPC PA N     -   223,370.      407,740.      MT  (+/- 180 meters Scaled)
 ND0161
 ND0161                          SUPERSEDED SURVEY CONTROL
 ND0161
 ND0161  NGVD 29 (06/03/92)  174.933  (m)          573.93   (f) ADJUSTED    1 2
 ND0161
 ND0161.Superseded values are not recommended for survey control.
 ND0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0161.See file dsdata.txt to determine how the superseded data were derived.
 ND0161
 ND0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG763673(NAD 83)
 ND0161_MARKER: I = METAL ROD
 ND0161_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ND0161_SP_SET: COPPER-CLAD STEEL ROD
 ND0161_STAMPING: 906 3083 POPULAR
 ND0161_MARK LOGO: USLS  
 ND0161_PROJECTION: FLUSH
 ND0161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0161_ROD/PIPE-DEPTH: 4.9  meters
 ND0161
 ND0161  HISTORY     - Date     Condition        Report By
 ND0161  HISTORY     - 1961     MONUMENTED       USLS
 ND0161  HISTORY     - 1983     GOOD             NGS
 ND0161  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 ND0161
 ND0161                          STATION DESCRIPTION
 ND0161
 ND0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ND0161'IN PRESQUE ISLE.
 ND0161'ON PRESQUE ISLE, AT THE U.S. COAST GUARD STATION, 39.62 METERS
 ND0161'(130.0 FT) SOUTHEAST OF POWER POLE B7731, 26.51 METERS (87.0 FT) EAST
 ND0161'OF THE EAST CORNER OF A CONCRETE BLOCK UITLITY BUILDING, 0.3 METER
 ND0161'(1.0 FT) SOUTHWEST OF THE WEST CORNER POST OF THE FENCE.  NOTE, AT
 ND0161'THIS TIME THE ROD WAS ENCASED IN A 5-INCH PVC PIPE WITH A NGS ACCESS
 ND0161'COVER FLUSH WITH THE GROUND.  THE COVER WAS STAMPED 906 3083 POPULAR
 ND0161'INSTEAD OF 906 3038 POPLAR AS DESIGNATED.
 ND0161'THE MARK IS 0.3 M BELOW GROUND.
 ND0161
 ND0161                          STATION RECOVERY (1996)
 ND0161
 ND0161'RECOVERY NOTE BY US POWER SQUADRON 1996
 ND0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0164 ***********************************************************************
 ND0164  DESIGNATION -  906 3038 RANGE
 ND0164  PID         -  ND0164
 ND0164  STATE/COUNTY-  PA/ERIE
 ND0164  USGS QUAD   -  ERIE NORTH (1996)
 ND0164
 ND0164                         *CURRENT SURVEY CONTROL
 ND0164  ___________________________________________________________________
 ND0164* NAD 83(1986)-  42 09 10.     (N)    080 04 43.     (W)     SCALED    
 ND0164* NAVD 88     -       174.979  (meters)     574.08   (feet)  ADJUSTED  
 ND0164  ___________________________________________________________________
 ND0164  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 ND0164  DYNAMIC HT  -         174.917 (meters)     573.87  (feet)  COMP
 ND0164  MODELED GRAV-     980,268.6   (mgal)                       NAVD 88
 ND0164
 ND0164  VERT ORDER  -  FIRST     CLASS II
 ND0164
 ND0164.The horizontal coordinates were scaled from a topographic map and have
 ND0164.an estimated accuracy of +/- 6 seconds.
 ND0164
 ND0164.The orthometric height was determined by differential leveling
 ND0164.and adjusted by the National Geodetic Survey in June 1991..
 ND0164
 ND0164.The geoid height was determined by GEOID03.
 ND0164
 ND0164.The dynamic height is computed by dividing the NAVD 88
 ND0164.geopotential number by the normal gravity value computed on the
 ND0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0164.degrees latitude (g = 980.6199 gals.).
 ND0164
 ND0164.The modeled gravity was interpolated from observed gravity values.
 ND0164
 ND0164;                    North         East    Units  Estimated Accuracy
 ND0164;SPC PA N     -   223,160.      407,550.      MT  (+/- 180 meters Scaled)
 ND0164
 ND0164                          SUPERSEDED SURVEY CONTROL
 ND0164
 ND0164  NGVD 29 (06/03/92)  175.157  (m)          574.66   (f) ADJUSTED    1 2
 ND0164
 ND0164.Superseded values are not recommended for survey control.
 ND0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0164.See file dsdata.txt to determine how the superseded data were derived.
 ND0164
 ND0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG761671(NAD 83)
 ND0164_MARKER: DD = SURVEY DISK
 ND0164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ND0164_SP_SET: FOUNDATION
 ND0164_STAMPING: RANGE 1942
 ND0164_MARK LOGO: USLS  
 ND0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ND0164
 ND0164  HISTORY     - Date     Condition        Report By
 ND0164  HISTORY     - 1942     MONUMENTED       USLS
 ND0164  HISTORY     - 1983     GOOD             NGS
 ND0164  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 ND0164
 ND0164                          STATION DESCRIPTION
 ND0164
 ND0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ND0164'IN PRESQUE ISLE.
 ND0164'ON PRESQUE ISLE, AT THE U.S. COAST GUARD STATION, 17.67 METERS
 ND0164'(58.0 FT) WEST OF THE FLAGPOLE, 7.62 METERS (25.0 FT) SOUTHEAST OF THE
 ND0164'SOUTH CORNER OF A SMALL METAL BUILDING, 0.60 METER (2.0 FT) NORTHEAST
 ND0164'OF THE BOTTOM METAL STEP OF A RANGE LIGHT TOWER.
 ND0164'THE MARK IS 0.91 M BELOW GROUND.
 ND0164
 ND0164                          STATION RECOVERY (1996)
 ND0164
 ND0164'RECOVERY NOTE BY US POWER SQUADRON 1996
 ND0164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1238 ***********************************************************************
 MA1238  DESIGNATION -  906.11
 MA1238  PID         -  MA1238
 MA1238  STATE/COUNTY-  PA/VENANGO
 MA1238  USGS QUAD   -  EMLENTON (1979)
 MA1238
 MA1238                         *CURRENT SURVEY CONTROL
 MA1238  ___________________________________________________________________
 MA1238* NAD 83(1986)-  41 12 37.     (N)    079 43 29.     (W)     SCALED    
 MA1238* NAVD 88     -       276.065  (meters)     905.72   (feet)  ADJUSTED  
 MA1238  ___________________________________________________________________
 MA1238  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 MA1238  DYNAMIC HT  -         275.938 (meters)     905.31  (feet)  COMP
 MA1238  MODELED GRAV-     980,155.7   (mgal)                       NAVD 88
 MA1238
 MA1238  VERT ORDER  -  FIRST     CLASS II
 MA1238
 MA1238.The horizontal coordinates were scaled from a topographic map and have
 MA1238.an estimated accuracy of +/- 6 seconds.
 MA1238
 MA1238.The orthometric height was determined by differential leveling
 MA1238.and adjusted by the National Geodetic Survey in June 1991..
 MA1238
 MA1238.The geoid height was determined by GEOID03.
 MA1238
 MA1238.The dynamic height is computed by dividing the NAVD 88
 MA1238.geopotential number by the normal gravity value computed on the
 MA1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1238.degrees latitude (g = 980.6199 gals.).
 MA1238
 MA1238.The modeled gravity was interpolated from observed gravity values.
 MA1238
 MA1238;                    North         East    Units  Estimated Accuracy
 MA1238;SPC PA N     -   117,790.      434,410.      MT  (+/- 180 meters Scaled)
 MA1238
 MA1238                          SUPERSEDED SURVEY CONTROL
 MA1238
 MA1238  NGVD 29 (??/??/92)  276.234  (m)          906.28   (f) ADJ UNCH    1 2
 MA1238
 MA1238.Superseded values are not recommended for survey control.
 MA1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1238.See file dsdata.txt to determine how the superseded data were derived.
 MA1238
 MA1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF069628(NAD 83)
 MA1238_MARKER: B = BOLT
 MA1238_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1238_SP_SET: BRIDGE SEAT
 MA1238_STAMPING: 906.11
 MA1238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1238
 MA1238  HISTORY     - Date     Condition        Report By
 MA1238  HISTORY     - UNK      MONUMENTED       PRR
 MA1238  HISTORY     - 1941     GOOD             NGS
 MA1238
 MA1238                          STATION DESCRIPTION
 MA1238
 MA1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MA1238'3.2 MI NW FROM EMLENTON.
 MA1238'3.2 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA1238'STATION AT EMLENTON, VENANGO COUNTY, AT THE NORTHWEST ABUTMENT OF
 MA1238'BRIDGE NO. 92.54, IN THE SOUTHWEST END OF THE BRIDGE SEAT, 3
 MA1238'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 4 FEET NORTH OF BENCH MARK
 MA1238'905 (U.S.G.S.) DESCRIBED BELOW, AND ABOUT 6 FEET LOWER THAN THE
 MA1238'TRACK.  A COPPER BOLT, STAMPED 906.11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0732 ***********************************************************************
 LZ0732  DESIGNATION -  908.2
 LZ0732  PID         -  LZ0732
 LZ0732  STATE/COUNTY-  PA/TIOGA
 LZ0732  USGS QUAD   -  CEDAR RUN (1994)
 LZ0732
 LZ0732                         *CURRENT SURVEY CONTROL
 LZ0732  ___________________________________________________________________
 LZ0732* NAD 83(1986)-  41 34 53.     (N)    077 23 05.     (W)     SCALED    
 LZ0732* NAVD 88     -       276.735  (meters)     907.92   (feet)  ADJUSTED  
 LZ0732  ___________________________________________________________________
 LZ0732  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 LZ0732  DYNAMIC HT  -         276.617 (meters)     907.53  (feet)  COMP
 LZ0732  MODELED GRAV-     980,190.5   (mgal)                       NAVD 88
 LZ0732
 LZ0732  VERT ORDER  -  SECOND    CLASS 0
 LZ0732
 LZ0732.The horizontal coordinates were scaled from a topographic map and have
 LZ0732.an estimated accuracy of +/- 6 seconds.
 LZ0732
 LZ0732.The orthometric height was determined by differential leveling
 LZ0732.and adjusted by the National Geodetic Survey in June 1991..
 LZ0732
 LZ0732.The geoid height was determined by GEOID03.
 LZ0732
 LZ0732.The dynamic height is computed by dividing the NAVD 88
 LZ0732.geopotential number by the normal gravity value computed on the
 LZ0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0732.degrees latitude (g = 980.6199 gals.).
 LZ0732
 LZ0732.The modeled gravity was interpolated from observed gravity values.
 LZ0732
 LZ0732;                    North         East    Units  Estimated Accuracy
 LZ0732;SPC PA N     -   157,180.      630,460.      MT  (+/- 180 meters Scaled)
 LZ0732
 LZ0732                          SUPERSEDED SURVEY CONTROL
 LZ0732
 LZ0732  NGVD 29 (??/??/92)  276.894  (m)          908.44   (f) ADJ UNCH    2 0
 LZ0732
 LZ0732.Superseded values are not recommended for survey control.
 LZ0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0732.See file dsdata.txt to determine how the superseded data were derived.
 LZ0732
 LZ0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM012060(NAD 83)
 LZ0732_MARKER: Z = SEE DESCRIPTION
 LZ0732_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0732_SP_SET: SEMAPHORE FOUNDATION
 LZ0732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0732
 LZ0732  HISTORY     - Date     Condition        Report By
 LZ0732  HISTORY     - UNK      MONUMENTED       USGS
 LZ0732  HISTORY     - 1934     GOOD             NGS
 LZ0732
 LZ0732                          STATION DESCRIPTION
 LZ0732
 LZ0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0732'1.7 MI N FROM BLACKWELL.
 LZ0732'ABOUT 1.7 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LZ0732'BLACKWELL, TIOGA COUNTY, AT SEMAPHORE 1293, ON THE TOP OF THE
 LZ0732'SOUTHWEST CORNER OF THE CONCRETE BASE, 7 FEET WEST OF THE WEST
 LZ0732'RAIL, AND ABOUT LEVEL WITH THE TOP OF THE RAIL.  A PAINTED
 LZ0732'SQUARE, MARKED BY THE PAINTED LETTERS 908.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0948 ***********************************************************************
 KX0948  DESIGNATION -  909
 KX0948  PID         -  KX0948
 KX0948  STATE/COUNTY-  PA/CLARION
 KX0948  USGS QUAD   -  TEMPLETON (1993)
 KX0948
 KX0948                         *CURRENT SURVEY CONTROL
 KX0948  ___________________________________________________________________
 KX0948* NAD 83(1986)-  40 59 46.     (N)    079 29 22.     (W)     SCALED    
 KX0948* NAVD 88     -       276.878  (meters)     908.39   (feet)  ADJUSTED  
 KX0948  ___________________________________________________________________
 KX0948  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KX0948  DYNAMIC HT  -         276.744 (meters)     907.95  (feet)  COMP
 KX0948  MODELED GRAV-     980,131.9   (mgal)                       NAVD 88
 KX0948
 KX0948  VERT ORDER  -  SECOND    CLASS 0
 KX0948
 KX0948.The horizontal coordinates were scaled from a topographic map and have
 KX0948.an estimated accuracy of +/- 6 seconds.
 KX0948
 KX0948.The orthometric height was determined by differential leveling
 KX0948.and adjusted by the National Geodetic Survey in June 1991..
 KX0948
 KX0948.The geoid height was determined by GEOID03.
 KX0948
 KX0948.The dynamic height is computed by dividing the NAVD 88
 KX0948.geopotential number by the normal gravity value computed on the
 KX0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0948.degrees latitude (g = 980.6199 gals.).
 KX0948
 KX0948.The modeled gravity was interpolated from observed gravity values.
 KX0948
 KX0948;                    North         East    Units  Estimated Accuracy
 KX0948;SPC PA N     -    93,580.      453,660.      MT  (+/- 180 meters Scaled)
 KX0948
 KX0948                          SUPERSEDED SURVEY CONTROL
 KX0948
 KX0948  NGVD 29 (??/??/92)  277.047  (m)          908.95   (f) ADJ UNCH    2 0
 KX0948
 KX0948.Superseded values are not recommended for survey control.
 KX0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0948.See file dsdata.txt to determine how the superseded data were derived.
 KX0948
 KX0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF270394(NAD 83)
 KX0948_MARKER: DB = BENCH MARK DISK
 KX0948_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0948_SP_SET: BRIDGE
 KX0948_STAMPING: 909 ADJ 1903
 KX0948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0948
 KX0948  HISTORY     - Date     Condition        Report By
 KX0948  HISTORY     - 1903     MONUMENTED       USGS
 KX0948  HISTORY     - 1935     GOOD             NGS
 KX0948
 KX0948                          STATION DESCRIPTION
 KX0948
 KX0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0948'AT LAWSONHAM.
 KX0948'AT LAWSONHAM, CLARION COUNTY, ABOUT 150 FEET EAST OF THE
 KX0948'PENNSYLVANIA RAILROAD STATION, AT A 35-FOOT MASONRY ARCH BRIDGE
 KX0948'OVER A CREEK, IN THE TOP OF THE EAST END OF THE SOUTH PARAPET WALL,
 KX0948'27 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 2 FEET
 KX0948'LOWER THAN THE TOP OF THE RAIL.  A UNITED STATES GEOLOGICAL
 KX0948'SURVEY STANDARD DISK, STAMPED 909 ADJ. 1903.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0779 ***********************************************************************
 MA0779  DESIGNATION -  91
 MA0779  PID         -  MA0779
 MA0779  STATE/COUNTY-  PA/ELK
 MA0779  USGS QUAD   -  WILCOX (1983)
 MA0779
 MA0779                         *CURRENT SURVEY CONTROL
 MA0779  ___________________________________________________________________
 MA0779* NAD 83(1986)-  41 31 34.     (N)    078 40 39.     (W)     SCALED    
 MA0779* NAVD 88     -       447.893  (meters)    1469.46   (feet)  ADJUSTED  
 MA0779  ___________________________________________________________________
 MA0779  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 MA0779  DYNAMIC HT  -         447.702 (meters)    1468.84  (feet)  COMP
 MA0779  MODELED GRAV-     980,181.9   (mgal)                       NAVD 88
 MA0779
 MA0779  VERT ORDER  -  SECOND    CLASS 0
 MA0779
 MA0779.The horizontal coordinates were scaled from a topographic map and have
 MA0779.an estimated accuracy of +/- 6 seconds.
 MA0779
 MA0779.The orthometric height was determined by differential leveling
 MA0779.and adjusted by the National Geodetic Survey in June 1991..
 MA0779
 MA0779.The geoid height was determined by GEOID03.
 MA0779
 MA0779.The dynamic height is computed by dividing the NAVD 88
 MA0779.geopotential number by the normal gravity value computed on the
 MA0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0779.degrees latitude (g = 980.6199 gals.).
 MA0779
 MA0779.The modeled gravity was interpolated from observed gravity values.
 MA0779
 MA0779;                    North         East    Units  Estimated Accuracy
 MA0779;SPC PA N     -   151,390.      522,590.      MT  (+/- 180 meters Scaled)
 MA0779
 MA0779                          SUPERSEDED SURVEY CONTROL
 MA0779
 MA0779  NGVD 29 (??/??/92)  448.015  (m)         1469.86   (f) ADJ UNCH    2 0
 MA0779
 MA0779.Superseded values are not recommended for survey control.
 MA0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0779.See file dsdata.txt to determine how the superseded data were derived.
 MA0779
 MA0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF937997(NAD 83)
 MA0779_MARKER: B = BOLT
 MA0779_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0779_SP_SET: BRIDGE
 MA0779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0779+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 MA0779
 MA0779  HISTORY     - Date     Condition        Report By
 MA0779  HISTORY     - UNK      MONUMENTED       PRR
 MA0779  HISTORY     - 1935     GOOD             NGS
 MA0779  HISTORY     - 20040412 GOOD             USPSQD
 MA0779  HISTORY     - 20060908 GOOD             USPSQD
 MA0779
 MA0779                          STATION DESCRIPTION
 MA0779
 MA0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA0779'2.8 MI N FROM JOHNSONBURG.
 MA0779'ABOUT 2.8 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0779'THE STATION AT JOHNSONBURG, ELK COUNTY, AT BRIDGE 107.32, IN
 MA0779'THE TOP OF THE EAST END OF THE NORTH BACK WALL, 12 FEET EAST OF
 MA0779'THE CENTER LINE OF THE TRACK, AND 1 FOOT LOWER THAN THE TRACK.  A
 MA0779'COPPER BOLT.
 MA0779
 MA0779                          STATION RECOVERY (2004)
 MA0779
 MA0779'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0779'RECOVERED IN GOOD CONDITION.
 MA0779
 MA0779                          STATION RECOVERY (2006)
 MA0779
 MA0779'RECOVERY NOTE BY US POWER SQUADRON 2006 (SG)
 MA0779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1348 ***********************************************************************
 LY1348  DESIGNATION -  911.09
 LY1348  PID         -  LY1348
 LY1348  STATE/COUNTY-  PA/LACKAWANNA
 LY1348  USGS QUAD   -  OLYPHANT (1994)
 LY1348
 LY1348                         *CURRENT SURVEY CONTROL
 LY1348  ___________________________________________________________________
 LY1348* NAD 83(1986)-  41 29 54.     (N)    075 32 18.     (W)     SCALED    
 LY1348* NAVD 88     -       277.704  (meters)     911.10   (feet)  ADJUSTED  
 LY1348  ___________________________________________________________________
 LY1348  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 LY1348  DYNAMIC HT  -         277.593 (meters)     910.74  (feet)  COMP
 LY1348  MODELED GRAV-     980,218.0   (mgal)                       NAVD 88
 LY1348
 LY1348  VERT ORDER  -  SECOND    CLASS 0
 LY1348
 LY1348.The horizontal coordinates were scaled from a topographic map and have
 LY1348.an estimated accuracy of +/- 6 seconds.
 LY1348
 LY1348.The orthometric height was determined by differential leveling
 LY1348.and adjusted by the National Geodetic Survey in June 1991..
 LY1348
 LY1348.The geoid height was determined by GEOID03.
 LY1348
 LY1348.The dynamic height is computed by dividing the NAVD 88
 LY1348.geopotential number by the normal gravity value computed on the
 LY1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1348.degrees latitude (g = 980.6199 gals.).
 LY1348
 LY1348.The modeled gravity was interpolated from observed gravity values.
 LY1348
 LY1348;                    North         East    Units  Estimated Accuracy
 LY1348;SPC PA N     -   150,250.      784,640.      MT  (+/- 180 meters Scaled)
 LY1348
 LY1348                          SUPERSEDED SURVEY CONTROL
 LY1348
 LY1348  NGVD 29 (??/??/92)  277.906  (m)          911.76   (f) ADJ UNCH    2 0
 LY1348
 LY1348.Superseded values are not recommended for survey control.
 LY1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1348.See file dsdata.txt to determine how the superseded data were derived.
 LY1348
 LY1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL550942(NAD 83)
 LY1348_MARKER: X = CHISELED CROSS
 LY1348_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1348_SP_SET: CULVERT
 LY1348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1348
 LY1348  HISTORY     - Date     Condition        Report By
 LY1348  HISTORY     - UNK      MONUMENTED       DHRR
 LY1348  HISTORY     - 1934     GOOD             NGS
 LY1348  HISTORY     - 1969     GOOD             NGS
 LY1348  HISTORY     - 20000601 GOOD             PADT
 LY1348
 LY1348                          STATION DESCRIPTION
 LY1348
 LY1348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY1348'AT ARCHBALD.
 LY1348'AT ARCHBALD, LACKAWANNA COUNTY, ON THE DELAWARE AND HUDSON
 LY1348'RAILROAD, 650 FEET NORTH OF MILEPOST W 28-A 183, 160 FEET NORTH
 LY1348'OF THE CENTERLINE OF SALEM STREET, AT A 12-FOOT CONCRETE ARCH
 LY1348'CULVERT, ON THE NORTHWEST CORNER OF THE WEST PARAPET, 25 FEET
 LY1348'WEST OF THE CENTERLINE OF THE WEST-BOUND TRACK, AND ABOUT 1
 LY1348'FOOT LOWER THAN THE TOP OF THE RAIL.  A CHISELED CROSS.
 LY1348
 LY1348                          STATION RECOVERY (1969)
 LY1348
 LY1348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LY1348'RECOVERED IN GOOD CONDITION.
 LY1348
 LY1348                          STATION RECOVERY (2000)
 LY1348
 LY1348'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (MBJ)
 LY1348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0734 ***********************************************************************
 LZ0734  DESIGNATION -  913.1
 LZ0734  PID         -  LZ0734
 LZ0734  STATE/COUNTY-  PA/TIOGA
 LZ0734  USGS QUAD   -  CEDAR RUN (1994)
 LZ0734
 LZ0734                         *CURRENT SURVEY CONTROL
 LZ0734  ___________________________________________________________________
 LZ0734* NAD 83(1986)-  41 35 19.     (N)    077 23 08.     (W)     SCALED    
 LZ0734* NAVD 88     -       278.228  (meters)     912.82   (feet)  ADJUSTED  
 LZ0734  ___________________________________________________________________
 LZ0734  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LZ0734  DYNAMIC HT  -         278.109 (meters)     912.43  (feet)  COMP
 LZ0734  MODELED GRAV-     980,188.3   (mgal)                       NAVD 88
 LZ0734
 LZ0734  VERT ORDER  -  SECOND    CLASS 0
 LZ0734
 LZ0734.The horizontal coordinates were scaled from a topographic map and have
 LZ0734.an estimated accuracy of +/- 6 seconds.
 LZ0734
 LZ0734.The orthometric height was determined by differential leveling
 LZ0734.and adjusted by the National Geodetic Survey in June 1991..
 LZ0734
 LZ0734.The geoid height was determined by GEOID03.
 LZ0734
 LZ0734.The dynamic height is computed by dividing the NAVD 88
 LZ0734.geopotential number by the normal gravity value computed on the
 LZ0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0734.degrees latitude (g = 980.6199 gals.).
 LZ0734
 LZ0734.The modeled gravity was interpolated from observed gravity values.
 LZ0734
 LZ0734;                    North         East    Units  Estimated Accuracy
 LZ0734;SPC PA N     -   157,980.      630,390.      MT  (+/- 180 meters Scaled)
 LZ0734
 LZ0734                          SUPERSEDED SURVEY CONTROL
 LZ0734
 LZ0734  NGVD 29 (??/??/92)  278.386  (m)          913.34   (f) ADJ UNCH    2 0
 LZ0734
 LZ0734.Superseded values are not recommended for survey control.
 LZ0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0734.See file dsdata.txt to determine how the superseded data were derived.
 LZ0734
 LZ0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM011068(NAD 83)
 LZ0734_MARKER: Q = CHISELED SQUARE
 LZ0734_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0734_SP_SET: ABUTMENT
 LZ0734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0734
 LZ0734  HISTORY     - Date     Condition        Report By
 LZ0734  HISTORY     - UNK      MONUMENTED       USGS
 LZ0734  HISTORY     - 1934     GOOD             NGS
 LZ0734
 LZ0734                          STATION DESCRIPTION
 LZ0734
 LZ0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0734'2.2 MI N FROM BLACKWELL.
 LZ0734'ABOUT 2.2 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD
 LZ0734'FROM BLACKWELL, TIOGA COUNTY, AT BRIDGE 133-C, ON THE TOP OF THE
 LZ0734'WEST SIDE OF THE NORTH ABUTMENT, 10 FEET EAST OF THE EAST RAIL,
 LZ0734'AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.  A CHISELED
 LZ0734'SQUARE, MARKED BY THE PAINTED LETTERS B M 913.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0075 ***********************************************************************
 KX0075  DESIGNATION -  914
 KX0075  PID         -  KX0075
 KX0075  STATE/COUNTY-  PA/CENTRE
 KX0075  USGS QUAD   -  PORT MATILDA (1994)
 KX0075
 KX0075                         *CURRENT SURVEY CONTROL
 KX0075  ___________________________________________________________________
 KX0075* NAD 83(1986)-  40 49 56.     (N)    078 00 33.     (W)     SCALED    
 KX0075* NAVD 88     -       278.649  (meters)     914.20   (feet)  ADJUSTED  
 KX0075  ___________________________________________________________________
 KX0075  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KX0075  DYNAMIC HT  -         278.510 (meters)     913.74  (feet)  COMP
 KX0075  MODELED GRAV-     980,119.0   (mgal)                       NAVD 88
 KX0075
 KX0075  VERT ORDER  -  FIRST     CLASS II
 KX0075
 KX0075.The horizontal coordinates were scaled from a topographic map and have
 KX0075.an estimated accuracy of +/- 6 seconds.
 KX0075
 KX0075.The orthometric height was determined by differential leveling
 KX0075.and adjusted by the National Geodetic Survey in June 1991..
 KX0075.WARNING-Repeat measurements at this control monument indicate possible
 KX0075.vertical movement.
 KX0075
 KX0075.The geoid height was determined by GEOID03.
 KX0075
 KX0075.The dynamic height is computed by dividing the NAVD 88
 KX0075.geopotential number by the normal gravity value computed on the
 KX0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0075.degrees latitude (g = 980.6199 gals.).
 KX0075
 KX0075.The modeled gravity was interpolated from observed gravity values.
 KX0075
 KX0075;                    North         East    Units  Estimated Accuracy
 KX0075;SPC PA N     -    73,950.      578,140.      MT  (+/- 180 meters Scaled)
 KX0075
 KX0075                          SUPERSEDED SURVEY CONTROL
 KX0075
 KX0075  NGVD 29 (??/??/92)  278.831  (m)          914.80   (f) ADJ UNCH    1 2
 KX0075
 KX0075.Superseded values are not recommended for survey control.
 KX0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0075.See file dsdata.txt to determine how the superseded data were derived.
 KX0075
 KX0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF521244(NAD 83)
 KX0075_MARKER: DD = SURVEY DISK
 KX0075_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0075_SP_SET: BRIDGE SEAT
 KX0075_STAMPING: 914 1920
 KX0075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0075
 KX0075  HISTORY     - Date     Condition        Report By
 KX0075  HISTORY     - 1920     MONUMENTED       USGS
 KX0075  HISTORY     - 1934     GOOD             NGS
 KX0075  HISTORY     - 1941     GOOD             NGS
 KX0075  HISTORY     - 20010716 GOOD             PADT
 KX0075
 KX0075                          STATION DESCRIPTION
 KX0075
 KX0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KX0075'0.3 MI W FROM MARTHA.
 KX0075'0.3 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM MARTHA,
 KX0075'CENTRE COUNTY, AT BRIDGE 17.13, IN THE TOP OF THE NORTHWEST BRIDGE
 KX0075'SEAT, AND 5 FEET LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL
 KX0075'SURVEY STANDARD DISK, STAMPED 914 1920.
 KX0075
 KX0075                          STATION RECOVERY (1941)
 KX0075
 KX0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 KX0075'RECOVERED IN GOOD CONDITION.
 KX0075
 KX0075                          STATION RECOVERY (2001)
 KX0075
 KX0075'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (MBJ)
 KX0075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0280 ***********************************************************************
 KX0280  DESIGNATION -  918
 KX0280  PID         -  KX0280
 KX0280  STATE/COUNTY-  PA/BEDFORD
 KX0280  USGS QUAD   -  SAXTON (1994)
 KX0280
 KX0280                         *CURRENT SURVEY CONTROL
 KX0280  ___________________________________________________________________
 KX0280* NAD 83(1986)-  40 12 59.     (N)    078 14 36.     (W)     SCALED    
 KX0280* NAVD 88     -       279.732  (meters)     917.75   (feet)  ADJUSTED  
 KX0280  ___________________________________________________________________
 KX0280  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KX0280  DYNAMIC HT  -         279.579 (meters)     917.25  (feet)  COMP
 KX0280  MODELED GRAV-     980,071.3   (mgal)                       NAVD 88
 KX0280
 KX0280  VERT ORDER  -  SECOND    CLASS 0
 KX0280
 KX0280.The horizontal coordinates were scaled from a topographic map and have
 KX0280.an estimated accuracy of +/- 6 seconds.
 KX0280
 KX0280.The orthometric height was determined by differential leveling
 KX0280.and adjusted by the National Geodetic Survey in June 1991..
 KX0280
 KX0280.The geoid height was determined by GEOID03.
 KX0280
 KX0280.The dynamic height is computed by dividing the NAVD 88
 KX0280.geopotential number by the normal gravity value computed on the
 KX0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0280.degrees latitude (g = 980.6199 gals.).
 KX0280
 KX0280.The modeled gravity was interpolated from observed gravity values.
 KX0280
 KX0280;                    North         East    Units  Estimated Accuracy
 KX0280;SPC PA S     -    98,170.      558,010.      MT  (+/- 180 meters Scaled)
 KX0280
 KX0280                          SUPERSEDED SURVEY CONTROL
 KX0280
 KX0280  NGVD 29 (??/??/92)  279.915  (m)          918.35   (f) ADJ UNCH    2 0
 KX0280
 KX0280.Superseded values are not recommended for survey control.
 KX0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0280.See file dsdata.txt to determine how the superseded data were derived.
 KX0280
 KX0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE345554(NAD 83)
 KX0280_MARKER: DD = SURVEY DISK
 KX0280_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0280_SP_SET: WALL
 KX0280_STAMPING: 918 HARRISBURG
 KX0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0280
 KX0280  HISTORY     - Date     Condition        Report By
 KX0280  HISTORY     - 1935     MONUMENTED       USGS
 KX0280  HISTORY     - 1935     GOOD             NGS
 KX0280
 KX0280                          STATION DESCRIPTION
 KX0280
 KX0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0280'AT SAXTON.
 KX0280'AT SAXTON, BEDFORD COUNTY, AT THE CROSSING OF CHURCH AND LITETIS
 KX0280'STREETS, IN THE BRICK WALL OF THE PUBLIC SCHOOL, 12 FEET
 KX0280'SOUTHWEST OF A POINT 15 FEET SOUTHEAST OF THE NORTHEAST ENTRANCE,
 KX0280'AND ABOUT 3 FEET ABOVE GROUND.  A UNITED STATES GEOLOGICAL
 KX0280'SURVEY STANDARD DISK, STAMPED 918 HARRISBURG AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1233 ***********************************************************************
 MA1233  DESIGNATION -  919
 MA1233  PID         -  MA1233
 MA1233  STATE/COUNTY-  PA/VENANGO
 MA1233  USGS QUAD   -  EAU CLAIRE (1979)
 MA1233
 MA1233                         *CURRENT SURVEY CONTROL
 MA1233  ___________________________________________________________________
 MA1233* NAD 83(1986)-  41 13 53.     (N)    079 45 08.     (W)     SCALED    
 MA1233* NAVD 88     -       280.208  (meters)     919.32   (feet)  ADJUSTED  
 MA1233  ___________________________________________________________________
 MA1233  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 MA1233  DYNAMIC HT  -         280.077 (meters)     918.89  (feet)  COMP
 MA1233  MODELED GRAV-     980,150.7   (mgal)                       NAVD 88
 MA1233
 MA1233  VERT ORDER  -  FIRST     CLASS II
 MA1233
 MA1233.The horizontal coordinates were scaled from a topographic map and have
 MA1233.an estimated accuracy of +/- 6 seconds.
 MA1233
 MA1233.The orthometric height was determined by differential leveling
 MA1233.and adjusted by the National Geodetic Survey in June 1991..
 MA1233
 MA1233.The geoid height was determined by GEOID03.
 MA1233
 MA1233.The dynamic height is computed by dividing the NAVD 88
 MA1233.geopotential number by the normal gravity value computed on the
 MA1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1233.degrees latitude (g = 980.6199 gals.).
 MA1233
 MA1233.The modeled gravity was interpolated from observed gravity values.
 MA1233
 MA1233;                    North         East    Units  Estimated Accuracy
 MA1233;SPC PA N     -   120,180.      432,150.      MT  (+/- 180 meters Scaled)
 MA1233
 MA1233                          SUPERSEDED SURVEY CONTROL
 MA1233
 MA1233  NGVD 29 (??/??/92)  280.377  (m)          919.87   (f) ADJ UNCH    1 2
 MA1233
 MA1233.Superseded values are not recommended for survey control.
 MA1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1233.See file dsdata.txt to determine how the superseded data were derived.
 MA1233
 MA1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF045651(NAD 83)
 MA1233_MARKER: DD = SURVEY DISK
 MA1233_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1233_SP_SET: ABUTMENT
 MA1233_STAMPING: 919 1899
 MA1233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1233
 MA1233  HISTORY     - Date     Condition        Report By
 MA1233  HISTORY     - 1899     MONUMENTED       USGS
 MA1233  HISTORY     - 1941     GOOD             NGS
 MA1233
 MA1233                          STATION DESCRIPTION
 MA1233
 MA1233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MA1233'AT ROCKLAND.
 MA1233'AT ROCKLAND, VENANGO COUNTY, ON THE PENNSYLVANIA RAILROAD, 700
 MA1233'FEET NORTHWEST OF THE UPSTREAM END OF THE ROCKLAND TUNNEL, 350
 MA1233'FEET SOUTHWEST OF THE WAITING STATION, AT AN ABANDONED RAILROAD
 MA1233'BRIDGE ON THE OLD RAILROAD GRADE, IN THE NORTH END OF THE WEST
 MA1233'ABUTMENT, AND 200 FEET WEST OF THE PRESENT RAILROAD BRIDGE OVER
 MA1233'A SMALL STREAM.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 MA1233'DISK, STAMPED 919 1899.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0802 ***********************************************************************
 KX0802  DESIGNATION -  92
 KX0802  PID         -  KX0802
 KX0802  STATE/COUNTY-  PA/INDIANA
 KX0802  USGS QUAD   -  STRONGSTOWN (1977)
 KX0802
 KX0802                         *CURRENT SURVEY CONTROL
 KX0802  ___________________________________________________________________
 KX0802* NAD 83(1986)-  40 33 11.     (N)    078 55 20.     (W)     SCALED    
 KX0802* NAVD 88     -       577.400  (meters)    1894.35   (feet)  ADJUSTED  
 KX0802  ___________________________________________________________________
 KX0802  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KX0802  DYNAMIC HT  -         577.083 (meters)    1893.31  (feet)  COMP
 KX0802  MODELED GRAV-     980,056.5   (mgal)                       NAVD 88
 KX0802
 KX0802  VERT ORDER  -  SECOND    CLASS 0
 KX0802
 KX0802.The horizontal coordinates were scaled from a topographic map and have
 KX0802.an estimated accuracy of +/- 6 seconds.
 KX0802
 KX0802.The orthometric height was determined by differential leveling
 KX0802.and adjusted by the National Geodetic Survey in June 1991..
 KX0802
 KX0802.The geoid height was determined by GEOID03.
 KX0802
 KX0802.The dynamic height is computed by dividing the NAVD 88
 KX0802.geopotential number by the normal gravity value computed on the
 KX0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0802.degrees latitude (g = 980.6199 gals.).
 KX0802
 KX0802.The modeled gravity was interpolated from observed gravity values.
 KX0802
 KX0802;                    North         East    Units  Estimated Accuracy
 KX0802;SPC PA S     -   136,090.      500,720.      MT  (+/- 180 meters Scaled)
 KX0802
 KX0802                          SUPERSEDED SURVEY CONTROL
 KX0802
 KX0802  NGVD 29 (??/??/92)  577.564  (m)         1894.89   (f) ADJ UNCH    2 0
 KX0802
 KX0802.Superseded values are not recommended for survey control.
 KX0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0802.See file dsdata.txt to determine how the superseded data were derived.
 KX0802
 KX0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE759912(NAD 83)
 KX0802_MARKER: DD = SURVEY DISK
 KX0802_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0802_SP_SET: CATCH BASIN
 KX0802_STAMPING: 92 FPV 1958 189
 KX0802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0802
 KX0802  HISTORY     - Date     Condition        Report By
 KX0802  HISTORY     - 1958     MONUMENTED       USGS
 KX0802  HISTORY     - 1967     GOOD             NGS
 KX0802
 KX0802                          STATION DESCRIPTION
 KX0802
 KX0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0802'AT STRONGSTOWN.
 KX0802'AT STRONGSTOWN, SET IN THE TOP OF THE NORTHEAST END OF THE
 KX0802'BACKWALL OF A CATCH BASIN, 39 FEET NORTHWEST OF THE APPROXIMATE
 KX0802'CENTER OF STATE HIGHWAY 403, 21 FEET NORTHEAST OF THE CENTERLINE
 KX0802'OF U.S. HIGHWAY 422, 7 FEET SOUTH OF THE SOUTH CORNER OF A HOUSE,
 KX0802'AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0007 ***********************************************************************
 KX0007  DESIGNATION -  92
 KX0007  PID         -  KX0007
 KX0007  STATE/COUNTY-  PA/HUNTINGDON
 KX0007  USGS QUAD   -  ALEXANDRIA (1994)
 KX0007
 KX0007                         *CURRENT SURVEY CONTROL
 KX0007  ___________________________________________________________________
 KX0007* NAD 83(1986)-  40 33 59.     (N)    078 02 44.     (W)     SCALED    
 KX0007* NAVD 88     -       206.515  (meters)     677.54   (feet)  POSTED    
 KX0007  ___________________________________________________________________
 KX0007  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 KX0007  DYNAMIC HT  -         206.410 (meters)     677.20  (feet)  COMP
 KX0007  MODELED GRAV-     980,108.9   (mgal)                       NAVD 88
 KX0007
 KX0007  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KX0007
 KX0007.The horizontal coordinates were scaled from a topographic map and have
 KX0007.an estimated accuracy of +/- 6 seconds.
 KX0007
 KX0007.The orthometric height was determined by differential leveling
 KX0007.and adjusted by the National Geodetic Survey in 1992..
 KX0007.No vertical observational check was made to the station.
 KX0007.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KX0007.was located on a no-check spur therefore a value was not computed.
 KX0007
 KX0007.The geoid height was determined by GEOID03.
 KX0007
 KX0007.The dynamic height is computed by dividing the NAVD 88
 KX0007.geopotential number by the normal gravity value computed on the
 KX0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0007.degrees latitude (g = 980.6199 gals.).
 KX0007
 KX0007.The modeled gravity was interpolated from observed gravity values.
 KX0007
 KX0007;                    North         East    Units  Estimated Accuracy
 KX0007;SPC PA S     -   136,960.      574,970.      MT  (+/- 180 meters Scaled)
 KX0007
 KX0007                          SUPERSEDED SURVEY CONTROL
 KX0007
 KX0007  NGVD 29 (??/??/92)  206.72   (m)          678.2    (f) COMPUTED    1 2
 KX0007
 KX0007.Superseded values are not recommended for survey control.
 KX0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0007.See file dsdata.txt to determine how the superseded data were derived.
 KX0007
 KX0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE501948(NAD 83)
 KX0007_MARKER: Q = CHISELED SQUARE
 KX0007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0007_SP_SET: DOOR SILL
 KX0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0007
 KX0007  HISTORY     - Date     Condition        Report By
 KX0007  HISTORY     - UNK      MONUMENTED       PRR
 KX0007  HISTORY     - 1941     GOOD             NGS
 KX0007
 KX0007                          STATION DESCRIPTION
 KX0007
 KX0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX0007'AT PETERSBURG.
 KX0007'AT PETERSBURG, 0.1 MILE SOUTHEAST OF THE STATION ALONG THE
 KX0007'PENNSYLVANIA RAILROAD, AT THE FREIGHT DEPOT, CUT IN THE DOOR
 KX0007'SILL AT THE WEST CORNER, 16 FEET NORTH OF THE NORTH RAIL OF
 KX0007'THE NORTH TRACK, 19 FEET EAST OF THE SOUTHWEST CORNER OF BUILDING,
 KX0007'30 FEET WEST OF THE SOUTHEAST CORNER OF BUILDING, 2.2 FEET
 KX0007'ABOVE THE GROUND.  A PENNSYLVANIA RAILROAD CHISELED SQUARE NO. 92.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0008 ***********************************************************************
 KX0008  DESIGNATION -  92 RESET 1941
 KX0008  PID         -  KX0008
 KX0008  STATE/COUNTY-  PA/HUNTINGDON
 KX0008  USGS QUAD   -  ALEXANDRIA (1994)
 KX0008
 KX0008                         *CURRENT SURVEY CONTROL
 KX0008  ___________________________________________________________________
 KX0008* NAD 83(1986)-  40 33 58.     (N)    078 02 44.     (W)     SCALED    
 KX0008* NAVD 88     -       206.498  (meters)     677.49   (feet)  ADJUSTED  
 KX0008  ___________________________________________________________________
 KX0008  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 KX0008  DYNAMIC HT  -         206.392 (meters)     677.14  (feet)  COMP
 KX0008  MODELED GRAV-     980,108.9   (mgal)                       NAVD 88
 KX0008
 KX0008  VERT ORDER  -  FIRST     CLASS I
 KX0008
 KX0008.The horizontal coordinates were scaled from a topographic map and have
 KX0008.an estimated accuracy of +/- 6 seconds.
 KX0008
 KX0008.The orthometric height was determined by differential leveling
 KX0008.and adjusted by the National Geodetic Survey in June 1991..
 KX0008
 KX0008.The geoid height was determined by GEOID03.
 KX0008
 KX0008.The dynamic height is computed by dividing the NAVD 88
 KX0008.geopotential number by the normal gravity value computed on the
 KX0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0008.degrees latitude (g = 980.6199 gals.).
 KX0008
 KX0008.The modeled gravity was interpolated from observed gravity values.
 KX0008
 KX0008;                    North         East    Units  Estimated Accuracy
 KX0008;SPC PA S     -   136,920.      574,970.      MT  (+/- 180 meters Scaled)
 KX0008
 KX0008                          SUPERSEDED SURVEY CONTROL
 KX0008
 KX0008  NGVD 29 (??/??/92)  206.696  (m)          678.14   (f) ADJ UNCH    1 1
 KX0008
 KX0008.Superseded values are not recommended for survey control.
 KX0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0008.See file dsdata.txt to determine how the superseded data were derived.
 KX0008
 KX0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE501947(NAD 83)
 KX0008_MARKER: Q = CHISELED SQUARE
 KX0008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0008_SP_SET: DOOR SILL
 KX0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0008
 KX0008  HISTORY     - Date     Condition        Report By
 KX0008  HISTORY     - 1941     MONUMENTED       PRR
 KX0008  HISTORY     - 1966     GOOD             NGS
 KX0008
 KX0008                          STATION DESCRIPTION
 KX0008
 KX0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0008'6.4 MI NW FROM HUNTINGDON.
 KX0008'ABOUT 6.45 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD
 KX0008'FROM THE STATION AT HUNTINGDON, AT THE ABANDONED FREIGHT DEPOT
 KX0008'IN PETERSBURG, 0.15 MILE SOUTHEAST OF THE PENNSYLVANIA RAILROAD
 KX0008'BRIDGE OVER SHAVER CREEK, 30 FEET NORTHWEST OF THE SOUTH CORNER
 KX0008'OF THE FREIGHT DEPOT, 15 FEET NORTHEAST OF THE NORTHEAST RAIL
 KX0008'OF THE NORTHEAST SET OF TRACKS, A CHISELED SQUARE AT THE
 KX0008'NORTHWEST END OF THE STONE DOOR SILL FOR THE MORE SOUTHEASTERLY
 KX0008'DOOR ON THE SOUTHWEST SIDE OF THE BUILDING, AND ABOUT LEVEL
 KX0008'WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2119 ***********************************************************************
 KX2119  DESIGNATION -  9233=JACOBY
 KX2119  PID         -  KX2119
 KX2119  STATE/COUNTY-  PA/ALLEGHENY
 KX2119  USGS QUAD   -  GLENSHAW (1993)
 KX2119
 KX2119                         *CURRENT SURVEY CONTROL
 KX2119  ___________________________________________________________________
 KX2119* NAD 83(1992)-  40 33 30.91869(N)    079 53 26.26222(W)     ADJUSTED  
 KX2119* NAVD 88     -       393.     (meters)    1289.     (feet)  SCALED    
 KX2119  ___________________________________________________________________
 KX2119  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 KX2119  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KX2119
 KX2119  HORZ ORDER  -  SECOND
 KX2119
 KX2119.The horizontal coordinates were established by classical geodetic methods
 KX2119.and adjusted by the National Geodetic Survey in June 2002..
 KX2119
 KX2119.The orthometric height was scaled from a topographic map.
 KX2119
 KX2119.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2119
 KX2119.The geoid height was determined by GEOID03.
 KX2119
 KX2119;                    North         East     Units Scale Factor Converg.
 KX2119;SPC PA S     -   138,243.899   418,726.448   MT  0.99996127   -1 23 19.8
 KX2119;SPC PA S     -   453,555.19  1,373,771.69   sFT  0.99996127   -1 23 19.8
 KX2119;UTM  17      - 4,490,349.341   593,920.427   MT  0.99970858   +0 43 17.0
 KX2119
 KX2119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2119!SPC PA S     -   0.99994367  x   0.99996127  =   0.99990495
 KX2119!UTM  17      -   0.99994367  x   0.99970858  =   0.99965227
 KX2119
 KX2119|---------------------------------------------------------------------|
 KX2119| PID    Reference Object                     Distance      Geod. Az  |
 KX2119|                                                           dddmmss.s |
 KX2119| CX3912 JACOBY RM 1                          14.774 METERS 03013     |
 KX2119| CX3911 JACOBY AZ MK                                       1631009.8 |
 KX2119| KX2120 FOX CHAPEL MUNICIPAL TANK           APPROX. 0.7 KM 2060556.7 |
 KX2119| CX3913 JACOBY RM 2                          17.687 METERS 24625     |
 KX2119| KX2118 ALLISON PARK RADIO KDKA MAST        APPROX. 5.3 KM 2705811.2 |
 KX2119|---------------------------------------------------------------------|
 KX2119
 KX2119                          SUPERSEDED SURVEY CONTROL
 KX2119
 KX2119  NAD 83(1995)-  40 33 30.92122(N)    079 53 26.26654(W) AD(       ) 2
 KX2119  NAD 83(1986)-  40 33 30.92359(N)    079 53 26.26920(W) AD(       ) 2
 KX2119  NAD 27      -  40 33 30.68680(N)    079 53 27.09020(W) AD(       ) 2
 KX2119
 KX2119.Superseded values are not recommended for survey control.
 KX2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2119.See file dsdata.txt to determine how the superseded data were derived.
 KX2119
 KX2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE9392090349(NAD 83)
 KX2119_MARKER: Z = SEE DESCRIPTION
 KX2119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2119
 KX2119  HISTORY     - Date     Condition        Report By
 KX2119  HISTORY     - 1958     MONUMENTED       PA6600
 KX2119  HISTORY     - 1974     MARK NOT FOUND   BAKER
 KX2119  HISTORY     - 1976     GOOD             NGS
 KX2119
 KX2119                          STATION DESCRIPTION
 KX2119
 KX2119'DESCRIBED BY CITY OF PITTSBURGH PENNSYLVANIA 1958 (WER)
 KX2119'THE STATION IS APPROXIMATELY 6-1/2 MILES WEST OF NEW KENSINGTON, 5.0
 KX2119'MILES NORTHEAST OF ETNA, 0.35 MILE EAST OF THE DORSEYVILLE
 KX2119'ROAD AT THE EASTERN EDGE OF AN OLD ORCHARD AND ON THE PROPERTY OF MR.
 KX2119'E. M. FORKER.
 KX2119'
 KX2119'TO REACH FROM CROSSROADS AT RAILROAD UNDERPASS IN THE VILLAGE OF
 KX2119'CULMERSVILLE, GO SOUTHWEST ON PAVED ROAD FOR 2.0 MILE TO
 KX2119'RAILROAD UNDERPASS, CONTINUE ON MAIN ROAD FOR 3.55 MILES TO
 KX2119'PENNSYLVANIA TURNPIKE UNDERPASS, CONTINUE ON MAIN ROAD FOR
 KX2119'1.25 MILE TO A PAVED SIDE ROAD LEFT JUST AFTER LEAVING THE VILLAGE OF
 KX2119'DORSEYVILLE, TURN LEFT AS PER SIGN DORSEYVILLE ROAD AND FOLLOW
 KX2119'PAVED ROAD, UPHILL FOR 0.8 MILE TO PAVED SIDE ROAD LEFT, (RAWLINS RUN
 KX2119'ROAD) TURN LEFT AND GO 0.4 MILE TO GRAVELED LANE ON THE LEFT
 KX2119'AT THE MAIL BOX OF E.M. FORKER, TURN LEFT ON GRAVELED LANE AND
 KX2119'GO 0.1 MILE TO A DIM TRACK ROAD ON THE LEFT, TURN LEFT AND GO ABOUT
 KX2119'50 FEET, BEAR LEFT, THROUGH BRUSH AND GO ABOUT 150 FEET TO THE
 KX2119'STATION IN SMALL CLEARING NEAR THE HIGHEST PART OF HILL.
 KX2119'
 KX2119'STATION MARK IS A STANDARD PITTSBURG DEPT. OF CITY PLANNING
 KX2119'TRIANGULATION MONUMENT NUMBER 9233, SET IN A 6-INCH SQUARE
 KX2119'CONCRETE POST 6 INCHES BELOW THE SURFACE OF THE GROUND AND ENCASED IN
 KX2119'A 10-INCH SQUARE IRON BOX WITH LID FLUSH WITH THE SURFACE OF
 KX2119'THE GROUND. IT IS 19 FEET SOUTH-SOUTHEAST OF A 6-INCH TREE WITH
 KX2119'TRIANGULAR BLAZE. A STANDARD WITNESS POST WAS SET 1 FOOT
 KX2119'SOUTHWEST OF THE MARK.
 KX2119'
 KX2119'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED JACOBY DCP NO 1 1958,
 KX2119'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 KX2119'GROUND. IT IS 17 FEET WEST-SOUTHWEST OF A CLUMP OF SMALL TREES, ONE
 KX2119'OF WHICH HAS A TRIANGULAR BLAZE.
 KX2119'
 KX2119'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JACOBY DCP NO 2 1958,
 KX2119'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 KX2119'THE GROUND. IT IS 14 FEET EAST-SOUTHEAST OF A 6-INCH APPLE TREE.
 KX2119'
 KX2119'AZIMUTH MARK IS A STANDARD DISK STAMPED JACOBY DCP 1958, SET IN A
 KX2119'SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT
 KX2119'IS 1 FOOT NORTH OF A TELEPHONE LINE POLE, 20 FEET EAST OF THE CENTER
 KX2119'OF PAVED ROAD AND 75 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 KX2119'CORNER OF BRICK HOUSE. A STANDARD WITNESS POST WAS SET 1-1/2 FEET
 KX2119'SOUTH-SOUTHEAST OF THE MARK.
 KX2119'
 KX2119'TO REACH THE AZIMUTH MARK, CONTINUE SOUTH ON PAVED ROAD FOR 0.2 MILE
 KX2119'PAST THE MAIL BOX OF E.M. FORKER TO DIRT SIDE ROAD ON THE LEFT,
 KX2119'TURN LEFT AND GO 0.1 MILE TO
 KX2119'PAVED SIDE ROAD RIGHT, TURN RIGHT AND GO 0.05 MILE TO THE AZIMUTH
 KX2119'MARK ON THE LEFT NEAR TELEPHONE LINE POLE.
 KX2119
 KX2119                          STATION RECOVERY (1974)
 KX2119
 KX2119'RECOVERY NOTE BY M BAKER JR INCORPORATED 1974 (BW)
 KX2119'SEARCHED FOR BUT NOT FOUND
 KX2119'
 KX2119'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-6-1/2 MILES WEST OF
 KX2119'NEW KENSINGTON.
 KX2119
 KX2119                          STATION RECOVERY (1976)
 KX2119
 KX2119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 KX2119'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 KX2119'AS PREVIOUSLY DESCRIBED.  A NEW HOUSE WAS RECENTLY BUILT AND THE
 KX2119'STATION IS IN THE BACK YARD OF A HOME OWNED BY MR. GEORGE F.
 KX2119'MARTIN, JR., 131 RAWLING RUN ROAD, INDIANA TOWNSHIP, PITTSBURGH,
 KX2119'PENNSYLVANIA, 15238.
 KX2119'
 KX2119'DUE TO HEAVY RAINS, NO OBSERVATIONS WERE TAKEN AT THIS DATE.
 KX2119'
 KX2119'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE EAST OF
 KX2119'DORSEYVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0135 ***********************************************************************
 KY0135  DESIGNATION -  925
 KY0135  PID         -  KY0135
 KY0135  STATE/COUNTY-  PA/BUTLER
 KY0135  USGS QUAD   -  ZELIENOPLE (1990)
 KY0135
 KY0135                         *CURRENT SURVEY CONTROL
 KY0135  ___________________________________________________________________
 KY0135* NAD 83(1986)-  40 48 09.     (N)    080 07 44.     (W)     SCALED    
 KY0135* NAVD 88     -       281.932  (meters)     924.97   (feet)  ADJUSTED  
 KY0135  ___________________________________________________________________
 KY0135  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KY0135  DYNAMIC HT  -         281.789 (meters)     924.50  (feet)  COMP
 KY0135  MODELED GRAV-     980,112.5   (mgal)                       NAVD 88
 KY0135
 KY0135  VERT ORDER  -  SECOND    CLASS 0
 KY0135
 KY0135.The horizontal coordinates were scaled from a topographic map and have
 KY0135.an estimated accuracy of +/- 6 seconds.
 KY0135
 KY0135.The orthometric height was determined by differential leveling
 KY0135.and adjusted by the National Geodetic Survey in June 1991..
 KY0135
 KY0135.The geoid height was determined by GEOID03.
 KY0135
 KY0135.The dynamic height is computed by dividing the NAVD 88
 KY0135.geopotential number by the normal gravity value computed on the
 KY0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0135.degrees latitude (g = 980.6199 gals.).
 KY0135
 KY0135.The modeled gravity was interpolated from observed gravity values.
 KY0135
 KY0135;                    North         East    Units  Estimated Accuracy
 KY0135;SPC PA S     -   165,840.      399,280.      MT  (+/- 180 meters Scaled)
 KY0135
 KY0135                          SUPERSEDED SURVEY CONTROL
 KY0135
 KY0135  NGVD 29 (??/??/92)  282.081  (m)          925.46   (f) ADJ UNCH    2 0
 KY0135
 KY0135.Superseded values are not recommended for survey control.
 KY0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0135.See file dsdata.txt to determine how the superseded data were derived.
 KY0135
 KY0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF734171(NAD 83)
 KY0135_MARKER: DB = BENCH MARK DISK
 KY0135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0135_SP_SET: STEP
 KY0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0135
 KY0135  HISTORY     - Date     Condition        Report By
 KY0135  HISTORY     - UNK      MONUMENTED       USGS
 KY0135  HISTORY     - 1960     GOOD             NGS
 KY0135  HISTORY     - 20020125 MARK NOT FOUND   INDIV
 KY0135
 KY0135                          STATION DESCRIPTION
 KY0135
 KY0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0135'AT HARMONY.
 KY0135'AT HARMONY, IN THE NORTHEAST ANGLE OF THE INTERSECTION OF LIBERTY
 KY0135'AND MERCER STREETS, IN THE TOP OF THE WEST END OF THE THIRD STEP
 KY0135'UP FROM GROUND OF THE MAIN SOUTH ENTRANCE TO HARMONY PUBLIC
 KY0135'SCHOOL, AND ABOUT 2 FEET ABOVE LEVEL OF WALK.
 KY0135
 KY0135                          STATION RECOVERY (2002)
 KY0135
 KY0135'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BMB)
 KY0135'THE STEPS APPEAR TO HAVE BEEN RENOVATED WITHIN THE LAST 5 YEARS
 KY0135'OR SO. THE BENCHMARK WAS REMOVED AND NOT RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1605 ***********************************************************************
 KW1605  DESIGNATION -  925.2 USGS
 KW1605  PID         -  KW1605
 KW1605  STATE/COUNTY-  PA/CENTRE
 KW1605  USGS QUAD   -  COBURN (1973)
 KW1605
 KW1605                         *CURRENT SURVEY CONTROL
 KW1605  ___________________________________________________________________
 KW1605* NAD 83(1986)-  40 50 16.     (N)    077 23 23.     (W)     SCALED    
 KW1605* NAVD 88     -       281.986  (meters)     925.15   (feet)  ADJUSTED  
 KW1605  ___________________________________________________________________
 KW1605  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 KW1605  DYNAMIC HT  -         281.844 (meters)     924.68  (feet)  COMP
 KW1605  MODELED GRAV-     980,117.3   (mgal)                       NAVD 88
 KW1605
 KW1605  VERT ORDER  -  SECOND    CLASS 0
 KW1605
 KW1605.The horizontal coordinates were scaled from a topographic map and have
 KW1605.an estimated accuracy of +/- 6 seconds.
 KW1605
 KW1605.The orthometric height was determined by differential leveling
 KW1605.and adjusted by the National Geodetic Survey in June 1991..
 KW1605
 KW1605.The geoid height was determined by GEOID03.
 KW1605
 KW1605.The dynamic height is computed by dividing the NAVD 88
 KW1605.geopotential number by the normal gravity value computed on the
 KW1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1605.degrees latitude (g = 980.6199 gals.).
 KW1605
 KW1605.The modeled gravity was interpolated from observed gravity values.
 KW1605
 KW1605;                    North         East    Units  Estimated Accuracy
 KW1605;SPC PA N     -    74,590.      630,390.      MT  (+/- 180 meters Scaled)
 KW1605
 KW1605                          SUPERSEDED SURVEY CONTROL
 KW1605
 KW1605  NGVD 29 (??/??/??)  282.193  (m)          925.83   (f) ADJUSTED    2 0
 KW1605
 KW1605.Superseded values are not recommended for survey control.
 KW1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1605.See file dsdata.txt to determine how the superseded data were derived.
 KW1605
 KW1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL985234(NAD 83)
 KW1605_MARKER: Q = CHISELED SQUARE
 KW1605_SETTING: 80 = SET IN A BOULDER
 KW1605_SP_SET: BOULDER
 KW1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1605+STABILITY: SURFACE MOTION
 KW1605
 KW1605  HISTORY     - Date     Condition        Report By
 KW1605  HISTORY     - UNK      MONUMENTED       USGS
 KW1605  HISTORY     - 1934     GOOD             CGS
 KW1605
 KW1605                          STATION DESCRIPTION
 KW1605
 KW1605'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1605'3 MI E FROM INGELBY.
 KW1605'58 FEET WEST OF MILEPOST 31, 20 FEET NORTH OF THE NORTH RAIL, ON
 KW1605'A 4 BY 10 FOOT ROCK BOULDER, AND ABOUT 3 FEET HIGHER THAN THE
 KW1605'TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0777 ***********************************************************************
 MA0777  DESIGNATION -  93
 MA0777  PID         -  MA0777
 MA0777  STATE/COUNTY-  PA/ELK
 MA0777  USGS QUAD   -  WILCOX (1983)
 MA0777
 MA0777                         *CURRENT SURVEY CONTROL
 MA0777  ___________________________________________________________________
 MA0777* NAD 83(1986)-  41 32 22.     (N)    078 40 54.     (W)     SCALED    
 MA0777* NAVD 88     -       452.244  (meters)    1483.74   (feet)  ADJUSTED  
 MA0777  ___________________________________________________________________
 MA0777  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 MA0777  DYNAMIC HT  -         452.052 (meters)    1483.11  (feet)  COMP
 MA0777  MODELED GRAV-     980,182.9   (mgal)                       NAVD 88
 MA0777
 MA0777  VERT ORDER  -  SECOND    CLASS 0
 MA0777
 MA0777.The horizontal coordinates were scaled from a topographic map and have
 MA0777.an estimated accuracy of +/- 6 seconds.
 MA0777
 MA0777.The orthometric height was determined by differential leveling
 MA0777.and adjusted by the National Geodetic Survey in June 1991..
 MA0777
 MA0777.The geoid height was determined by GEOID03.
 MA0777
 MA0777.The dynamic height is computed by dividing the NAVD 88
 MA0777.geopotential number by the normal gravity value computed on the
 MA0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0777.degrees latitude (g = 980.6199 gals.).
 MA0777
 MA0777.The modeled gravity was interpolated from observed gravity values.
 MA0777
 MA0777;                    North         East    Units  Estimated Accuracy
 MA0777;SPC PA N     -   152,870.      522,260.      MT  (+/- 180 meters Scaled)
 MA0777
 MA0777                          SUPERSEDED SURVEY CONTROL
 MA0777
 MA0777  NGVD 29 (??/??/92)  452.365  (m)         1484.13   (f) ADJ UNCH    2 0
 MA0777
 MA0777.Superseded values are not recommended for survey control.
 MA0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0777.See file dsdata.txt to determine how the superseded data were derived.
 MA0777
 MA0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG933012(NAD 83)
 MA0777_MARKER: B = BOLT
 MA0777_SETTING: 66 = SET IN ROCK OUTCROP
 MA0777_SP_SET: ROCK OUTCROP
 MA0777_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA0777+STABILITY: POSITION/ELEVATION WELL
 MA0777
 MA0777  HISTORY     - Date     Condition        Report By
 MA0777  HISTORY     - UNK      MONUMENTED       PRR
 MA0777  HISTORY     - 1935     GOOD             NGS
 MA0777  HISTORY     - 20040412 MARK NOT FOUND   USPSQD
 MA0777
 MA0777                          STATION DESCRIPTION
 MA0777
 MA0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA0777'4.3 MI N FROM JOHNSONBURG.
 MA0777'GEOPHYSICIST, PA. STATE COLLEGE-- 4.3 MILES NORTH ALONG THE
 MA0777'PENNSYLVANIA RAILROAD FROM THE STATION AT JOHNSONBURG, ELK
 MA0777'COUNTY, AT TAMBINE, 0.6 MILE NORTH OF MILEPOST 181-107, 8 RAILS
 MA0777'NORTH OF A WHISTLE SIGN, EQUIDISTANT FROM TELEGRAPH POLES 519
 MA0777'AND 520, 33 FEET EAST OF THE CENTERLINE OF THE TRACK, IN THE TOP
 MA0777'WEST CORNER OF A LARGE ROCK OUTCROP CHISELED BM 93, AND LEVEL
 MA0777'WITH THE TRACK.  A COPPER BOLT.
 MA0777
 MA0777                          STATION RECOVERY (2004)
 MA0777
 MA0777'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0777'HIGHWAY WAS RECONSTRUCTED IN 1950 AND DRAINAGE AREA BETWEEN IT AND RR
 MA0777'WAS CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0487 ***********************************************************************
 MA0487  DESIGNATION -  93
 MA0487  PID         -  MA0487
 MA0487  STATE/COUNTY-  PA/CLEARFIELD
 MA0487  USGS QUAD   -  KERSEY (1994)
 MA0487
 MA0487                         *CURRENT SURVEY CONTROL
 MA0487  ___________________________________________________________________
 MA0487* NAD 83(1986)-  41 15 03.     (N)    078 30 33.     (W)     SCALED    
 MA0487* NAVD 88     -       366.384  (meters)    1202.04   (feet)  ADJUSTED  
 MA0487  ___________________________________________________________________
 MA0487  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 MA0487  DYNAMIC HT  -         366.215 (meters)    1201.49  (feet)  COMP
 MA0487  MODELED GRAV-     980,151.9   (mgal)                       NAVD 88
 MA0487
 MA0487  VERT ORDER  -  SECOND    CLASS 0
 MA0487
 MA0487.The horizontal coordinates were scaled from a topographic map and have
 MA0487.an estimated accuracy of +/- 6 seconds.
 MA0487
 MA0487.The orthometric height was determined by differential leveling
 MA0487.and adjusted by the National Geodetic Survey in June 1991..
 MA0487
 MA0487.The geoid height was determined by GEOID03.
 MA0487
 MA0487.The dynamic height is computed by dividing the NAVD 88
 MA0487.geopotential number by the normal gravity value computed on the
 MA0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0487.degrees latitude (g = 980.6199 gals.).
 MA0487
 MA0487.The modeled gravity was interpolated from observed gravity values.
 MA0487
 MA0487;                    North         East    Units  Estimated Accuracy
 MA0487;SPC PA N     -   120,680.      536,370.      MT  (+/- 180 meters Scaled)
 MA0487
 MA0487                          SUPERSEDED SURVEY CONTROL
 MA0487
 MA0487  NGVD 29 (??/??/92)  366.53   (m)         1202.5    (f) COMPUTED    2 0
 MA0487
 MA0487.Superseded values are not recommended for survey control.
 MA0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0487.See file dsdata.txt to determine how the superseded data were derived.
 MA0487
 MA0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF086695(NAD 83)
 MA0487_MARKER: Q = CHISELED SQUARE
 MA0487_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0487_SP_SET: CULVERT
 MA0487_STAMPING: BM 93
 MA0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0487
 MA0487  HISTORY     - Date     Condition        Report By
 MA0487  HISTORY     - UNK      MONUMENTED       PRR
 MA0487  HISTORY     - 1934     GOOD             NGS
 MA0487
 MA0487                          STATION DESCRIPTION
 MA0487
 MA0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0487'17.9 MI E FROM DU BOIS.
 MA0487'IN CLEARFIELD COUNTY, ABOUT 17.9 MILES EAST ALONG THE PENNSYLVANIA
 MA0487'RAILROAD FROM DU BOIS, CLEARFIELD COUNTY, ABOUT 0.4 MILE WEST
 MA0487'OF MAJOR, ELK COUNTY, ABOUT 600 FEET WEST OF MILEPOST 27, ON
 MA0487'THE TOP OF THE NORTH END OF A STONE BOX CULVERT, 18 FEET NORTH
 MA0487'OF THE CENTER LINE OF THE TRACK, AND ABOUT 3 FEET LOWER THAN THE
 MA0487'TOP OF THE RAIL.  A CHISELED SQUARE, MARKED BY THE CHISELED
 MA0487'LETTERS BM 93.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1234 ***********************************************************************
 LZ1234  DESIGNATION -  93
 LZ1234  PID         -  LZ1234
 LZ1234  STATE/COUNTY-  PA/CLINTON
 LZ1234  USGS QUAD   -  GLEN UNION (1971)
 LZ1234
 LZ1234                         *CURRENT SURVEY CONTROL
 LZ1234  ___________________________________________________________________
 LZ1234* NAD 83(1986)-  41 15 30.     (N)    077 36 12.     (W)     SCALED    
 LZ1234* NAVD 88     -       185.341  (meters)     608.07   (feet)  ADJUSTED  
 LZ1234  ___________________________________________________________________
 LZ1234  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 LZ1234  DYNAMIC HT  -         185.257 (meters)     607.80  (feet)  COMP
 LZ1234  MODELED GRAV-     980,167.3   (mgal)                       NAVD 88
 LZ1234
 LZ1234  VERT ORDER  -  SECOND    CLASS 0
 LZ1234
 LZ1234.The horizontal coordinates were scaled from a topographic map and have
 LZ1234.an estimated accuracy of +/- 6 seconds.
 LZ1234
 LZ1234.The orthometric height was determined by differential leveling
 LZ1234.and adjusted by the National Geodetic Survey in June 1991..
 LZ1234
 LZ1234.The geoid height was determined by GEOID03.
 LZ1234
 LZ1234.The dynamic height is computed by dividing the NAVD 88
 LZ1234.geopotential number by the normal gravity value computed on the
 LZ1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1234.degrees latitude (g = 980.6199 gals.).
 LZ1234
 LZ1234.The modeled gravity was interpolated from observed gravity values.
 LZ1234
 LZ1234;                    North         East    Units  Estimated Accuracy
 LZ1234;SPC PA N     -   121,240.      612,290.      MT  (+/- 180 meters Scaled)
 LZ1234
 LZ1234                          SUPERSEDED SURVEY CONTROL
 LZ1234
 LZ1234  NGVD 29 (??/??/92)  185.532  (m)          608.70   (f) ADJ UNCH    2 0
 LZ1234
 LZ1234.Superseded values are not recommended for survey control.
 LZ1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1234.See file dsdata.txt to determine how the superseded data were derived.
 LZ1234
 LZ1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL819707(NAD 83)
 LZ1234_MARKER: Z = SEE DESCRIPTION
 LZ1234_SETTING: 66 = SET IN ROCK OUTCROP
 LZ1234_SP_SET: ROCK CUT
 LZ1234_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ1234+STABILITY: POSITION/ELEVATION WELL
 LZ1234
 LZ1234  HISTORY     - Date     Condition        Report By
 LZ1234  HISTORY     - UNK      MONUMENTED       PRR
 LZ1234  HISTORY     - 1934     GOOD             NGS
 LZ1234
 LZ1234                          STATION DESCRIPTION
 LZ1234
 LZ1234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1234'13.3 MI W FROM LOCK HAVEN.
 LZ1234'ABOUT 13.3 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LZ1234'STATE TEACHERS COLLEGE AT LOCK HAVEN, CLINTON COUNTY, ABOUT 0.6
 LZ1234'MILE WEST OF THE STATION AT GLEN UNION, ABOUT 1,745 FEET WEST OF
 LZ1234'MILEPOST 209, AT MILEAGE 208.7, ABOUT 50 FEET EAST OF A SMALL
 LZ1234'FRAME WATCHMANS SHANTY, 11 FEET NORTH OF THE CENTER LINE OF
 LZ1234'THE WEST-BOUND TRACK, ON A HIGH ROCK CUT, AND ABOUT 6 INCHES
 LZ1234'HIGHER THAN THE TOP OF THE RAIL.  A CHISELED LEDGE SQUARED OFF,
 LZ1234'AND MARKED BY THE CHISELED LETTERS BM 93.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE7848 ***********************************************************************
 AE7848  DESIGNATION -  9300
 AE7848  PID         -  AE7848
 AE7848  STATE/COUNTY-  PA/WESTMORELAND
 AE7848  USGS QUAD   -  SEVEN SPRINGS (1993)
 AE7848
 AE7848                         *CURRENT SURVEY CONTROL
 AE7848  ___________________________________________________________________
 AE7848* NAD 83(1992)-  40 07 02.70383(N)    079 20 24.75758(W)     ADJUSTED  
 AE7848* NAVD 88     -       511.5    (meters)    1678.     (feet)  GPS OBS   
 AE7848  ___________________________________________________________________
 AE7848  X           -     903,553.956 (meters)                     COMP
 AE7848  Y           -  -4,800,387.893 (meters)                     COMP
 AE7848  Z           -   4,088,273.225 (meters)                     COMP
 AE7848  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 AE7848  ELLIP HEIGHT-         479.38  (meters)          (08/10/01) GPS OBS
 AE7848  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 AE7848
 AE7848  HORZ ORDER  -  FIRST
 AE7848  ELLP ORDER  -  FOURTH    CLASS II
 AE7848
 AE7848.The horizontal coordinates were established by GPS observations
 AE7848.and adjusted by the National Geodetic Survey in March 1998..
 AE7848
 AE7848.The orthometric height was determined by GPS observations and a
 AE7848.high-resolution geoid model.
 AE7848
 AE7848.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7848
 AE7848.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7848
 AE7848.The ellipsoidal height was determined by GPS observations
 AE7848.and is referenced to NAD 83.
 AE7848
 AE7848.The geoid height was determined by GEOID03.
 AE7848
 AE7848;                    North         East     Units Scale Factor Converg.
 AE7848;SPC PA S     -    88,280.914   464,449.209   MT  0.99997632   -1 01 54.2
 AE7848;SPC PA S     -   289,634.97  1,523,780.45   sFT  0.99997632   -1 01 54.2
 AE7848;UTM  17      - 4,442,109.844   641,439.568   MT  0.99984627   +1 04 10.8
 AE7848
 AE7848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7848!SPC PA S     -   0.99992480  x   0.99997632  =   0.99990112
 AE7848!UTM  17      -   0.99992480  x   0.99984627  =   0.99977108
 AE7848
 AE7848                          SUPERSEDED SURVEY CONTROL
 AE7848
 AE7848  ELLIP H (03/18/98)  479.41   (m)                       GP(       ) 3 1
 AE7848
 AE7848.Superseded values are not recommended for survey control.
 AE7848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7848.See file dsdata.txt to determine how the superseded data were derived.
 AE7848
 AE7848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE4144042110(NAD 83)
 AE7848_MARKER: DD = SURVEY DISK
 AE7848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7848_SP_SET: SET IN A CONCRETE MONUMENT
 AE7848_STAMPING: HARN 9300
 AE7848_MARK LOGO: PATUCO
 AE7848_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE7848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7848+STABILITY: SURFACE MOTION
 AE7848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7848+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7848
 AE7848  HISTORY     - Date     Condition        Report By
 AE7848  HISTORY     - 1997     MONUMENTED       NEILAN
 AE7848
 AE7848                          STATION DESCRIPTION
 AE7848
 AE7848'DESCRIBED BY THE NEILAN ENGINEERS INCORPORATED 1997 (TEK)
 AE7848'THE STATION IS LOCATED AT MILE 93.00 OF THE PA TURNPIKE, IN THE GRASS
 AE7848'AREA ON THE NORTH SIDE OF THE HIGHWAY, SOUTH OF THE RIGHT OF WAY
 AE7848'FENCE, ABOUT 10 FEET SOUTH OF THE FENCE, 48 FEET NORTH OF THE NORTH
 AE7848'EDGE OF THE WESTBOUND BERM, AND ABOUT 6 FEET EAST OF THE CENTERLINE
 AE7848'EXTENDED OF A CONCRETE DITCH PERPENDICULAR AND ADJACENT TO THE
 AE7848'HIGHWAY. THE STATION IS 16.03 FT SE OF A REBAR IN THE FENCELINE, AND
 AE7848'13.04 FT SW OF ANOTHER REBAR IN THE FENCELINE. TO REACH THE STATION
 AE7848'FROM THE SOMERSET INTERCHANGE (EXIT 10), PROCEED WEST ON THE TURNPIKE
 AE7848'FOR 17.0 MI TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0301 ***********************************************************************
 MA0301  DESIGNATION -  930.55
 MA0301  PID         -  MA0301
 MA0301  STATE/COUNTY-  PA/CAMERON
 MA0301  USGS QUAD   -  FIRST FORK (1989)
 MA0301
 MA0301                         *CURRENT SURVEY CONTROL
 MA0301  ___________________________________________________________________
 MA0301* NAD 83(1986)-  41 25 51.     (N)    078 02 45.     (W)     SCALED    
 MA0301* NAVD 88     -       284.42   (+/-2cm)     933.1    (feet)  VERTCON   
 MA0301  ___________________________________________________________________
 MA0301  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 MA0301
 MA0301  VERT ORDER  -  ? (See Below)
 MA0301
 MA0301.The horizontal coordinates were scaled from a topographic map and have
 MA0301.an estimated accuracy of +/- 6 seconds.
 MA0301
 MA0301.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA0301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA0301.The vertical order pertains to the NGVD 29 superseded value.
 MA0301
 MA0301.The geoid height was determined by GEOID03.
 MA0301
 MA0301;                    North         East    Units  Estimated Accuracy
 MA0301;SPC PA N     -   140,430.      575,270.      MT  (+/- 180 meters Scaled)
 MA0301
 MA0301                          SUPERSEDED SURVEY CONTROL
 MA0301
 MA0301  NGVD 29 (??/??/92)  284.580  (m)          933.66   (f) ADJ UNCH    ?  
 MA0301
 MA0301.Superseded values are not recommended for survey control.
 MA0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0301.See file dsdata.txt to determine how the superseded data were derived.
 MA0301
 MA0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF468907(NAD 83)
 MA0301_MARKER: X = CHISELED CROSS
 MA0301_SETTING: 0 = UNSPECIFIED SETTING
 MA0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0301
 MA0301  HISTORY     - Date     Condition        Report By
 MA0301  HISTORY     - UNK      MONUMENTED       USGS
 MA0301  HISTORY     - 1934     GOOD             NGS
 MA0301
 MA0301                          STATION DESCRIPTION
 MA0301
 MA0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0301'8.7 MI S FROM WHARTON.
 MA0301'IN CAMERON COUNTY, ABOUT 8.7 MILES SOUTH ALONG THE BALTIMORE
 MA0301'AND OHIO RAILROAD FROM WHARTON, POTTER COUNTY, AT THE NORTH SIDE
 MA0301'OF THE STATION AT LUSHBAUGH, ABOUT 3,586 FEET SOUTH OF MILEPOST
 MA0301'102, AT A WOOD SIDING, 10 FEET WEST OF THE CENTER LINE OF THE
 MA0301'TRACK, AND ABOUT 4 FEET HIGHER THAN THE TOP OF THE RAIL.  A
 MA0301'CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0256 ***********************************************************************
 MB0256  DESIGNATION -  931
 MB0256  PID         -  MB0256
 MB0256  STATE/COUNTY-  PA/LAWRENCE
 MB0256  USGS QUAD   -  NEW CASTLE NORTH (1990)
 MB0256
 MB0256                         *CURRENT SURVEY CONTROL
 MB0256  ___________________________________________________________________
 MB0256* NAD 83(1986)-  41 05 14.     (N)    080 19 02.     (W)     SCALED    
 MB0256* NAVD 88     -       283.598  (meters)     930.44   (feet)  ADJUSTED  
 MB0256  ___________________________________________________________________
 MB0256  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 MB0256  DYNAMIC HT  -         283.464 (meters)     930.00  (feet)  COMP
 MB0256  MODELED GRAV-     980,146.4   (mgal)                       NAVD 88
 MB0256
 MB0256  VERT ORDER  -  SECOND    CLASS 0
 MB0256
 MB0256.The horizontal coordinates were scaled from a topographic map and have
 MB0256.an estimated accuracy of +/- 6 seconds.
 MB0256
 MB0256.The orthometric height was determined by differential leveling
 MB0256.and adjusted by the National Geodetic Survey in June 1991..
 MB0256
 MB0256.The geoid height was determined by GEOID03.
 MB0256
 MB0256.The dynamic height is computed by dividing the NAVD 88
 MB0256.geopotential number by the normal gravity value computed on the
 MB0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0256.degrees latitude (g = 980.6199 gals.).
 MB0256
 MB0256.The modeled gravity was interpolated from observed gravity values.
 MB0256
 MB0256;                    North         East    Units  Estimated Accuracy
 MB0256;SPC PA S     -   197,890.      384,320.      MT  (+/- 180 meters Scaled)
 MB0256
 MB0256                          SUPERSEDED SURVEY CONTROL
 MB0256
 MB0256  NGVD 29 (??/??/92)  283.749  (m)          930.93   (f) ADJ UNCH    2 0
 MB0256
 MB0256.Superseded values are not recommended for survey control.
 MB0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0256.See file dsdata.txt to determine how the superseded data were derived.
 MB0256
 MB0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF573486(NAD 83)
 MB0256_MARKER: DD = SURVEY DISK
 MB0256_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0256_SP_SET: BRIDGE SEAT
 MB0256_STAMPING: 931 ADJ 1903
 MB0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0256_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB0256+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2006
 MB0256
 MB0256  HISTORY     - Date     Condition        Report By
 MB0256  HISTORY     - 1903     MONUMENTED       USGS
 MB0256  HISTORY     - 1944     GOOD             NGS
 MB0256  HISTORY     - 20060605 GOOD             PADT
 MB0256
 MB0256                          STATION DESCRIPTION
 MB0256
 MB0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 MB0256'AT WILMINGTON JUNCTION.
 MB0256'AT WILMINGTON JUNCTION, 1200 FEET SOUTH OF THE PENNSYLVANIA
 MB0256'RAILROAD STATION, 150 FEET SOUTH OF MILEPOST 58, AT THE WEST SIDE
 MB0256'OF BRIDGE 5796, IN THE TOP OF THE SOUTH BRIDGE SEAT, 11 FEET
 MB0256'WEST OF THE WEST RAIL, AND ABOUT 3 FEET LOWER THAN THE TRACK.
 MB0256'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 931
 MB0256'ADJ 1903.  NOTE-- STATION BUILDING HAS BEEN REMOVED.  IT IS
 MB0256'SUGGESTED THAT LOCATION BE SHOWN AS 1587 FEET NORTH OF
 MB0256'JUNCTION POINT OF SWITCH AND 260 FEET SOUTH OF M.P.58.
 MB0256
 MB0256                          STATION RECOVERY (2006)
 MB0256
 MB0256'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (JW)
 MB0256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2112 ***********************************************************************
 KX2112  DESIGNATION -  9349=BANDI
 KX2112  PID         -  KX2112
 KX2112  STATE/COUNTY-  PA/ALLEGHENY
 KX2112  USGS QUAD   -  NEW KENSINGTON WEST (1993)
 KX2112
 KX2112                         *CURRENT SURVEY CONTROL
 KX2112  ___________________________________________________________________
 KX2112* NAD 83(1992)-  40 34 33.58112(N)    079 48 27.04185(W)     ADJUSTED  
 KX2112* NAVD 88     -       400.     (meters)    1312.     (feet)  SCALED    
 KX2112  ___________________________________________________________________
 KX2112  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 KX2112  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 KX2112
 KX2112  HORZ ORDER  -  SECOND
 KX2112
 KX2112.The horizontal coordinates were established by classical geodetic methods
 KX2112.and adjusted by the National Geodetic Survey in June 2002..
 KX2112
 KX2112.The orthometric height was scaled from a topographic map.
 KX2112
 KX2112.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2112
 KX2112.The geoid height was determined by GEOID03.
 KX2112
 KX2112;                    North         East     Units Scale Factor Converg.
 KX2112;SPC PA S     -   140,008.885   425,808.704   MT  0.99996188   -1 20 05.6
 KX2112;SPC PA S     -   459,345.82  1,397,007.39   sFT  0.99996188   -1 20 05.6
 KX2112;UTM  17      - 4,492,373.442   600,931.166   MT  0.99972539   +0 46 32.6
 KX2112
 KX2112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2112!SPC PA S     -   0.99994257  x   0.99996188  =   0.99990445
 KX2112!UTM  17      -   0.99994257  x   0.99972539  =   0.99966797
 KX2112
 KX2112:                Primary Azimuth Mark                     Grid Az
 KX2112:SPC PA S     -  BRACKENRIDGE MUNICIPAL TANK              054 53 33.3
 KX2112:UTM  17      -  BRACKENRIDGE MUNICIPAL TANK              052 46 55.1
 KX2112
 KX2112|---------------------------------------------------------------------|
 KX2112| PID    Reference Object                     Distance      Geod. Az  |
 KX2112|                                                           dddmmss.s |
 KX2112| KX2099 BRACKENRIDGE MUNICIPAL TANK         APPROX. 6.5 KM 0533327.7 |
 KX2112| CX3187 BANDI RM 1                            5.856 METERS 08318     |
 KX2112| KX2116 NEW KENSINGTON RAD WKPA N TWR       APPROX. 2.3 KM 0981026.6 |
 KX2112| KX2117 NEW KENSINGTON RAD WKPA S TWR       APPROX. 2.3 KM 0992658.5 |
 KX2112| KX2114 NEW KENSINGTON BURRELL CO MAST      APPROX. 6.5 KM 1414505.1 |
 KX2112| CX3186 BANDI AZ MK                                        1972347.5 |
 KX2112| CX3188 BANDI RM 2                            9.815 METERS 21625     |
 KX2112|---------------------------------------------------------------------|
 KX2112
 KX2112                          SUPERSEDED SURVEY CONTROL
 KX2112
 KX2112  NAD 83(1995)-  40 34 33.58442(N)    079 48 27.04692(W) AD(       ) 2
 KX2112  NAD 83(1986)-  40 34 33.58591(N)    079 48 27.04828(W) AD(       ) 2
 KX2112  NAD 27      -  40 34 33.34840(N)    079 48 27.87550(W) AD(       ) 2
 KX2112
 KX2112.Superseded values are not recommended for survey control.
 KX2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2112.See file dsdata.txt to determine how the superseded data were derived.
 KX2112
 KX2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE0093192373(NAD 83)
 KX2112_MARKER: DD = SURVEY DISK
 KX2112_SETTING: 0 = UNSPECIFIED SETTING
 KX2112
 KX2112  HISTORY     - Date     Condition        Report By
 KX2112  HISTORY     - 1958     MONUMENTED       PA6600
 KX2112  HISTORY     - 1974     GOOD             BAKER
 KX2112  HISTORY     - 1984     GOOD             LOCENG
 KX2112
 KX2112                          STATION DESCRIPTION
 KX2112
 KX2112'DESCRIBED BY CITY OF PITTSBURGH PENNSYLVANIA 1958 (WER)
 KX2112'THE STATION IS ABOUT 3.0 MILES SOUTHWEST OF TARENTUM AND 3-1/2 MILES
 KX2112'NORTHWEST OF NEW KENSINGTON, ON A CONICAL SHAPED KNOLL
 KX2112'WHICH IS ABOUT 100 YARDS NORTHWEST OF THE HOME OF MR. BANDI AND IS ON
 KX2112'PROPERTY OWNED BY MR. JOE AND HARRY BANDI.
 KX2112'
 KX2112'TO REACH FROM THE Y.M.C.A., IN TARENTUM, AT THE JUNCTION OF STATE
 KX2112'HIGHWAY 28, 7TH STREET AND TOLL BRIDGE ROAD, GO SOUTHEASTERLY
 KX2112'ON 7TH STREET AND STATE HIGHWAY 28 FOR 1.9 MILES TO CRAWFORD RUN ROAD
 KX2112'ON THE RIGHT. TURN RIGHT AND FOLLOW THE CRAWFORD RUN ROAD 0.4
 KX2112'MILE TO THE CLARKS PIKE ROAD. TURN LEFT AND FOLLOW THE CLARKS PIKE
 KX2112'ROAD 1.0 MILE TO A T-ROAD JUNCTION. TURN LEFT, GO 0.35 MILE
 KX2112'TO A SIDE ROAD ON THE RIGHT. TURN RIGHT AND FOLLOW A GRAVELED
 KX2112'ROAD FOR 0.5 MILE TO THE HOME OF MR. BANDI, (BRICK HOUSE ON THE LEFT
 KX2112'AND BARN ON THE RIGHT). TURN RIGHT ON A TRACK ROAD, PASSING TO
 KX2112'THE RIGHT OF BARN, AND GO NORTHWESTERLY FOR 0.2 MILE TO HIGHEST PART
 KX2112'OF KNOLL AND THE STATION.
 KX2112'
 KX2112'THE STATION MARK IS A BRONZE DISK OF THE DEPARTMENT OF CITY PLANNING,
 KX2112'PITTSBURGH, PA. STAMPED 9349, SET IN A CONCRETE BLOCK, 6
 KX2112'INCHES BELOW SURFACE OF GROUND AND ENCLOSED BY A CAST IRON BOX 1 FOOT
 KX2112'SQUARE, WITH LID, WHICH PROJECTS 2 INCHES. THE LID ON BOX
 KX2112'HAS LETTERING D.P.W. MON SURVEYS ON THE TOP. IT IS AT THE EASTERN
 KX2112'EDGE OF SUMMIT OF KNOLL. A STANDARD WITNESS POST WAS SET
 KX2112'3-1/2 FEET SOUTHEAST OF MARK.
 KX2112'
 KX2112'REFERENCE MARK NO.1, A STANDARD DISK STAMPED BANDI DPW NO 1 1958, IS
 KX2112'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS
 KX2112'ON THE EAST SLOPE OF HILL ABOUT 3 FEET LOWER THAN STATION MARK.
 KX2112'
 KX2112'REFERENCE MARK NO.2, A STANDARD DISK STAMPED BANDI DPW NO 2 1958, IS
 KX2112'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS
 KX2112'ON THE SOUTHWEST RIM OF HILL ABOUT 2 FEET LOWER THAN STATION MARK.
 KX2112'
 KX2112'AZIMUTH MARK, A STANDARD DISK STAMPED BANDI DPW 1958, IS SET IN A
 KX2112'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 20 FEET
 KX2112'WEST OF THE ROAD, 29 FEET NORTH OF DRIVEWAY ENTRANCE TO MOTICSKAS
 KX2112'NURSERY, AND 1-1/2 FEET NORTH OF A POWER LINE POLE. A STANDARD
 KX2112'WITNESS POST WAS SET 2 FEET SOUTHEAST OF MARK.
 KX2112'
 KX2112'TO REACH THE AZIMUTH MARK FROM THE BRICK HOME OF MR. BANDI, GO
 KX2112'SOUTHERLY ON THE GRAVEL ROAD FOR 0.15 MILE TO DRIVEWAY
 KX2112'ENTRANCE TO NURSERY AND AZIMUTH MARK ON THE RIGHT.
 KX2112
 KX2112                          STATION RECOVERY (1974)
 KX2112
 KX2112'RECOVERY NOTE BY M BAKER JR INCORPORATED 1974 (BW)
 KX2112'STATION, RM 1, RM 2 AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 KX2112'
 KX2112'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-3.0 MILES SOUTH OF
 KX2112'TARENTUM.
 KX2112
 KX2112                          STATION RECOVERY (1984)
 KX2112
 KX2112'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (AV)
 KX2112'BANDI DPW AND AZ. MARK RECOVERED GOOD.
 KX2112'
 KX2112'MISSLE SHAPED REDDISH DUST COLLECTOR IN CONC. BASE ABOUT 2 FEET
 KX2112'SOUTH OF STATION SET BY PROP. OWNER.  COLLECTOR IS ABOUT 2 FEET
 KX2112'W X 5 FEET HIGH ON CREST OF BALD KNOB ABOVE WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2062 ***********************************************************************
 KX2062  DESIGNATION -  9354=ZION
 KX2062  PID         -  KX2062
 KX2062  STATE/COUNTY-  PA/ALLEGHENY
 KX2062  USGS QUAD   -  GLASSPORT (1988)
 KX2062
 KX2062                         *CURRENT SURVEY CONTROL
 KX2062  ___________________________________________________________________
 KX2062* NAD 83(1992)-  40 22 00.24346(N)    079 59 30.65212(W)     ADJUSTED  
 KX2062* NAVD 88     -       393.     (meters)    1289.     (feet)  SCALED    
 KX2062  ___________________________________________________________________
 KX2062  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 KX2062  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 KX2062
 KX2062  HORZ ORDER  -  SECOND
 KX2062
 KX2062.The horizontal coordinates were established by classical geodetic methods
 KX2062.and adjusted by the National Geodetic Survey in June 2002..
 KX2062
 KX2062.The orthometric height was scaled from a topographic map.
 KX2062
 KX2062.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2062
 KX2062.The geoid height was determined by GEOID03.
 KX2062
 KX2062;                    North         East     Units Scale Factor Converg.
 KX2062;SPC PA S     -   117,160.124   409,616.003   MT  0.99996057   -1 27 16.2
 KX2062;SPC PA S     -   384,382.84  1,343,881.84   sFT  0.99996057   -1 27 16.2
 KX2062;UTM  17      - 4,468,950.185   585,594.151   MT  0.99969018   +0 39 10.8
 KX2062
 KX2062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2062!SPC PA S     -   0.99994366  x   0.99996057  =   0.99990423
 KX2062!UTM  17      -   0.99994366  x   0.99969018  =   0.99963385
 KX2062
 KX2062|---------------------------------------------------------------------|
 KX2062| PID    Reference Object                     Distance      Geod. Az  |
 KX2062|                                                           dddmmss.s |
 KX2062| CX4871 ZION RM 1                            42.614 METERS 03305     |
 KX2062| KX2052 NORTH BRADDOCK RADIO WLOA MAST      APPROX.12.2 KM 0703727.1 |
 KX2062| KX2061 WEST MIFFLIN S PITTS STANDPIPE      APPROX. 5.9 KM 0892420.7 |
 KX2062| KY3088 CASTLE SHANNON S PITTSBURGH TK      APPROX. 2.6 KM 2504504.5 |
 KX2062| CX4869 ZION AZ MK                                         2581305.0 |
 KX2062| CX4870 ZION AZ MK RESET                                   2645648.1 |
 KX2062| KY3070 GREENTREE S PITTSBURGH TANK         APPROX. 7.6 KM 3212837.2 |
 KX2062| KY3072 PITTSBURGH RAD WAMP SW TOWER        APPROX. 6.7 KM 3221443.6 |
 KX2062| CX4872 ZION RM 2                            42.983 METERS 32544     |
 KX2062|---------------------------------------------------------------------|
 KX2062
 KX2062                          SUPERSEDED SURVEY CONTROL
 KX2062
 KX2062  NAD 83(1995)-  40 22 00.24458(N)    079 59 30.65359(W) AD(       ) 2
 KX2062  NAD 83(1986)-  40 22 00.24685(N)    079 59 30.66084(W) AD(       ) 2
 KX2062  NAD 27      -  40 21 59.99730(N)    079 59 31.47130(W) AD(       ) 2
 KX2062
 KX2062.Superseded values are not recommended for survey control.
 KX2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2062.See file dsdata.txt to determine how the superseded data were derived.
 KX2062
 KX2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE8559468950(NAD 83)
 KX2062_MARKER: DD = SURVEY DISK
 KX2062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2062
 KX2062  HISTORY     - Date     Condition        Report By
 KX2062  HISTORY     - 1958     MONUMENTED       PA-003
 KX2062  HISTORY     - 1963     GOOD             PA-003
 KX2062  HISTORY     - 1980     GOOD             PADT
 KX2062  HISTORY     - 1984     GOOD             LOCENG
 KX2062
 KX2062                          STATION DESCRIPTION
 KX2062
 KX2062'DESCRIBED BY ALLEGHENY COUNTY PENNSYLVANIA 1958 (WER)
 KX2062'THE STATION IS ABOUT 5 MILES SOUTH OF PITTSBURGH, 1 MILE SOUTH OF THE
 KX2062'JUNCTION OF STATE HIGHWAYS 88 AND 51 AND ON THE HIGHEST POINT
 KX2062'IN THE ZION CEMETERY.
 KX2062'
 KX2062'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 88 AND 51 IN THE SOUTH
 KX2062'EDGE OF PITTSBURGH, GO SOUTHEASTERLY ON HIGHWAY 51 FOR
 KX2062'0.2 MILE TO PROVOST ROAD. TURN RIGHT ON PROVOST ROAD FOR 0.25 MILE TO
 KX2062'A SIDE ROAD RIGHT (WEYMAN ROAD).
 KX2062'(TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT ON WEYMAN ROAD
 KX2062'FOR 1.0 MILE TO SOUTH PASSAGE ROAD, TURN RIGHT FOR 0.25
 KX2062'MILE TO CASTLE ROAD, TURN RIGHT FOR 0.15 MILE TO RAINTREE ROAD, TURN
 KX2062'RIGHT FOR 0.05 MILE TO THE AZIMUTH MARK ON RIGHT).  CONTINUE STRAIGHT
 KX2062'AHEAD FOR 0.7 MILE TO THE ENTRANCE TO ZION CEMETERY.  TURN LEFT INTO
 KX2062'CEMETERY AND PROCEED ON A ONE-WAY STREET TO THE BACK SIDE OF
 KX2062'CEMETERY TO CARETAKERS HOUSE ON RIGHT. CONTINUE STRAIGHT AHEAD FOR
 KX2062'ABOUT 30 YARDS TO THE STATION ON LEFT.
 KX2062'
 KX2062'STATION MARK IS A STANDARD ALLEGHENY COUNTY DEPARTMENT OF PUBLIC
 KX2062'WORKS TRIANGULATION STATION DISK NUMBER 9354 SET IN A SQUARE
 KX2062'CONCRETE POST 8 INCHES BELOW THE SURFACE OF THE GROUND AND ENCLOSED
 KX2062'IN A 12-INCH SQUARE IRON BOX, WITH LID, FLUSH WITH THE
 KX2062'SURFACE OF THE GROUND. IT IS 21 FEET SOUTH OF A 7-FOOT HEADSTONE AND
 KX2062'18 FEET NORTHEAST OF A 7-FOOT HEADSTONE.
 KX2062'
 KX2062'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ZION DPW NO 1 1958, IS
 KX2062'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH. IT IS 16
 KX2062'FEET EAST OF A 10-INCH TREE AND 2 FEET SOUTH OF A 8-INCH TREE IN THE
 KX2062'FENCE LINE IN THE NORTHEAST CORNER OF THE CEMETERY.
 KX2062'
 KX2062'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ZION DPW NO 2 1958, IS
 KX2062'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 KX2062'GROUND. IT IS 44 FEET SOUTH OF THE SOUTHEAST CORNER OF HOUSE, 25 FEET
 KX2062'NORTH OF THE CEMETERY ROAD AND 2 FEET SOUTH OF A HEDGE ROW.
 KX2062'
 KX2062'AZIMUTH MARK, A STANDARD DISK STAMPED ZION DPW 1958, IS SET IN A
 KX2062'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 39 FEET
 KX2062'SOUTHWEST OF THE CENTER OF RAINTREE ROAD AND 7 FEET SOUTHWEST OF A
 KX2062'CUT BANK. A STANDARD WITNESS POST WAS SET 2 FEET WEST OF
 KX2062'THE MARK.
 KX2062
 KX2062                          STATION RECOVERY (1963)
 KX2062
 KX2062'RECOVERY NOTE BY ALLEGHENY COUNTY PENNSYLVANIA 1963 (VBM)
 KX2062'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WAS RECOVERED
 KX2062'IN GOOD CONDITION. THE DISTANCES AND DIRECTIONS TO ALL
 KX2062'MARKS CHECKED. THE AZIMUTH MARK WAS MOVED AT THIS TIME, AT THE
 KX2062'REQUEST OF THE PROPERTY OWNER.  A NEW AZIMUTH MARK WAS
 KX2062'ESTABLISHED NEAR BY. A NEW DESCRIPTION FOLLOWS.
 KX2062'
 KX2062'THE STATION IS LOCATED IN THE BOROUGH OF WHITEHALL, ABOUT 5 MILES
 KX2062'SOUTH OF PITTSBURGH, 1 MILE SOUTH OF THE JUNCTION OF STATE
 KX2062'HIGHWAYS 88 AND 51, ON THE HIGHEST POINT, IN THE ZION CEMETERY.  IT
 KX2062'IS A STANDARD ALLEGHENY COUNTY DEPARTMENT OF PUBLIC
 KX2062'WORKS TRIANGULATION STATION DISK NUMBER 9354, SET IN THE TOP OF A 6 X
 KX2062'6 INCH CONCRETE POST THAT IS 8 INCHES BELOW THE SURFACE OF
 KX2062'THE GROUND, AND IS ENCLOSED IN A 12 INCH SQUARE IRON BOX, WITH A LID
 KX2062'THAT IS FLUSH WITH THE TOP OF THE GROUND, WITH THE LEGEND ON
 KX2062'TOP DPW TRAVERSE.  IT IS 21 FEET SOUTH OF A 7 FOOT HEADSTONE,
 KX2062'AND 18 FEET NORTHEAST OF A 7 FOOT HEADSTONE.
 KX2062'
 KX2062'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 88 AND 51 IN THE SOUTH
 KX2062'EDGE OF PITTSBURGH, GO SOUTHEAST OF STATE HIGHWAY 51 FOR
 KX2062'0.2 MILE TO A SIDE ROAD RIGHT. TURN RIGHT AND GO SOUTHERLY ON
 KX2062'FAIRHAVEN ROAD FOR 0.25 MILE TO A SIDE ROAD RIGHT AND A
 KX2062'SIGN ON THE RIGHT (BOROUGH OF WHITEHALL). CONTINUE SOUTHEASTERLY ON
 KX2062'PROVOST ROAD FOR 0.7 MILE TO THE ENTRANCE TO THE ZION
 KX2062'CEMETERY ON THE LEFT. TURN LEFT AND GO NORTHEAST ON A DRIVEWAY FOR
 KX2062'0.1 MILE TO THE HIGHEAST POINT OF THE CEMETERY AND THE
 KX2062'STATION.
 KX2062'
 KX2062'TO REACH THE AZIMUTH FROM THIS BOROUGH OF WHITEHALL, GO SOUTHWEST ON
 KX2062'WEYMAN ROAD FOR 1.0 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 KX2062'NORTHWEST ON SOUTH PASSAGE ROAD FOR 0.25 MILE TO A T-ROAD. TURN RIGHT
 KX2062'AND GO EASTERLY ON CASTE ROAD FOR 0.15 MILE TO A SIDE ROAD
 KX2062'RIGHT (RAINTREE ROAD), THE FRANKLIN C. SPITLER ELEMENTERY SCHOOL ON
 KX2062'THE LEFT AND THE AZIMUTH ON THE LEFT.
 KX2062'
 KX2062'REFERENCE MARK 1 IS 1 FOOT SOUTHEAST OF A FENCE CORNER, 16 FEET EAST
 KX2062'OF A 10 INCH TREE, AND 2 FEET SOUTHEAST OF AN 8 INCH TREE.
 KX2062'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED ZION DPW NO 1 1958.
 KX2062'
 KX2062'REFERENCE MARK 2 IS 44 FEET SOUTH OF THE SOUTHEAST CORNER OF A FRAME
 KX2062'HOUSE, 25 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY, AND 2
 KX2062'FEET SOUTH OF A HEDGE ROW. THE MONUMENT IS FLUSH AND THE DISK IS
 KX2062'STAMPED ZION DPW NO 2 1958.
 KX2062'
 KX2062'THE AZIMUTH MARK IS 88 FEET NORTHWEST OF THE INTERSECTION OF CASTLE
 KX2062'AND RAINTREE ROADS, 58 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 KX2062'OF THE SCHOOL, 35 FEET NORTH-NORTHWEST OF THE CENTER OF THE TOP OF A
 KX2062'STEP PLATFORM, 73 FEET WEST OF THE CENTERLINE OF CASTLE ROAD,
 KX2062'AND 1 FOOT EAST OF THE EAST EDGE OF A SIDEWALK.  THE MONUMENT IS
 KX2062'FLUSH AND THE DISK IS STAMPED ZION DPW 1958 RESET
 KX2062'1963.
 KX2062'
 KX2062'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KX2062
 KX2062                          STATION RECOVERY (1980)
 KX2062
 KX2062'RECOVERY NOTE BY PA DEPT OF TRANSP 1980
 KX2062'STATION RECOVERED GOOD.
 KX2062'
 KX2062'FOUND AS DESCRIBED.
 KX2062'
 KX2062'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTH OF
 KX2062'PITTSBURG.
 KX2062
 KX2062                          STATION RECOVERY (1984)
 KX2062
 KX2062'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (DTM)
 KX2062'STATION AND RM NO. 1 AND RM NO. 2 RECOVERED IN GOOD CONDITION.
 KX2062'
 KX2062'(NEW DESCRIPTIONS TO RM NO. 1 AND RM NO. 2 ARE NEEDED SINCE
 KX2062'TREES ETC. CALLED FOR ARE NOW GONE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE7847 ***********************************************************************
 AE7847  DESIGNATION -  9365
 AE7847  PID         -  AE7847
 AE7847  STATE/COUNTY-  PA/WESTMORELAND
 AE7847  USGS QUAD   -  SEVEN SPRINGS (1993)
 AE7847
 AE7847                         *CURRENT SURVEY CONTROL
 AE7847  ___________________________________________________________________
 AE7847* NAD 83(1992)-  40 07 12.34774(N)    079 19 48.16400(W)     ADJUSTED  
 AE7847* NAVD 88     -       511.6    (meters)    1678.     (feet)  GPS OBS   
 AE7847  ___________________________________________________________________
 AE7847  X           -     904,370.108 (meters)                     COMP
 AE7847  Y           -  -4,800,039.236 (meters)                     COMP
 AE7847  Z           -   4,088,500.785 (meters)                     COMP
 AE7847  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 AE7847  ELLIP HEIGHT-         479.50  (meters)          (08/10/01) GPS OBS
 AE7847  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 AE7847
 AE7847  HORZ ORDER  -  FIRST
 AE7847  ELLP ORDER  -  FOURTH    CLASS II
 AE7847
 AE7847.The horizontal coordinates were established by GPS observations
 AE7847.and adjusted by the National Geodetic Survey in March 1998..
 AE7847
 AE7847.The orthometric height was determined by GPS observations and a
 AE7847.high-resolution geoid model.
 AE7847
 AE7847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7847
 AE7847.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7847
 AE7847.The ellipsoidal height was determined by GPS observations
 AE7847.and is referenced to NAD 83.
 AE7847
 AE7847.The geoid height was determined by GEOID03.
 AE7847
 AE7847;                    North         East     Units Scale Factor Converg.
 AE7847;SPC PA S     -    88,562.759   465,320.901   MT  0.99997605   -1 01 30.4
 AE7847;SPC PA S     -   290,559.65  1,526,640.32   sFT  0.99997605   -1 01 30.4
 AE7847;UTM  17      - 4,442,423.423   642,300.228   MT  0.99984928   +1 04 34.6
 AE7847
 AE7847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7847!SPC PA S     -   0.99992478  x   0.99997605  =   0.99990084
 AE7847!UTM  17      -   0.99992478  x   0.99984928  =   0.99977407
 AE7847
 AE7847                          SUPERSEDED SURVEY CONTROL
 AE7847
 AE7847  ELLIP H (03/18/98)  479.53   (m)                       GP(       ) 3 1
 AE7847
 AE7847.Superseded values are not recommended for survey control.
 AE7847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7847.See file dsdata.txt to determine how the superseded data were derived.
 AE7847
 AE7847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE4230042423(NAD 83)
 AE7847_MARKER: DD = SURVEY DISK
 AE7847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7847_SP_SET: SET IN A CONCRETE MONUMENT
 AE7847_STAMPING: HARN 9365
 AE7847_MARK LOGO: PATUCO
 AE7847_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE7847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7847+STABILITY: SURFACE MOTION
 AE7847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7847+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2001
 AE7847
 AE7847  HISTORY     - Date     Condition        Report By
 AE7847  HISTORY     - 1997     MONUMENTED       NEILAN
 AE7847  HISTORY     - 20010401 GOOD             ERDMAN
 AE7847
 AE7847                          STATION DESCRIPTION
 AE7847
 AE7847'DESCRIBED BY THE NEILAN ENGINEERS INCORPORATED 1997 (TEK)
 AE7847'THE STATION IS LOCATED AT MILE 93.65 OF THE PA TURNPIKE, IN THE GRASS
 AE7847'AREA ON THE NORTH SIDE OF THE HIGHWAY, SOUTH OF THE RIGHT OF WAY
 AE7847'FENCE, ABOUT 25 FEET SOUTH OF THE FENCE AND 29 FEET NORTH OF THE NORTH
 AE7847'EDGE OF THE WESTBOUND BERM. THE STATION IS 42.65 FT SE OF A REBAR IN
 AE7847'THE FENCELINE, AND 38.93 FT SW OF ANOTHER REBAR IN THE FENCELINE. TO
 AE7847'REACH THE STATION FROM THE SOMERSET INTERCHANGE (EXIT 10), PROCEED
 AE7847'WEST ON THE TURNPIKE FOR 16.3 MI TO THE MARK ON THE RIGHT.
 AE7847
 AE7847                          STATION RECOVERY (2001)
 AE7847
 AE7847'RECOVERY NOTE BY ERDMAN ANTHONY AND ASSOCIATES 2001 (DK)
 AE7847'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0196 ***********************************************************************
 KY0196  DESIGNATION -  939
 KY0196  PID         -  KY0196
 KY0196  STATE/COUNTY-  PA/BUTLER
 KY0196  USGS QUAD   -  EVANS CITY (1977)
 KY0196
 KY0196                         *CURRENT SURVEY CONTROL
 KY0196  ___________________________________________________________________
 KY0196* NAD 83(1986)-  40 46 08.     (N)    080 03 52.     (W)     SCALED    
 KY0196* NAVD 88     -       286.194  (meters)     938.95   (feet)  ADJUSTED  
 KY0196  ___________________________________________________________________
 KY0196  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KY0196  DYNAMIC HT  -         286.048 (meters)     938.48  (feet)  COMP
 KY0196  MODELED GRAV-     980,105.2   (mgal)                       NAVD 88
 KY0196
 KY0196  VERT ORDER  -  FIRST     CLASS II
 KY0196
 KY0196.The horizontal coordinates were scaled from a topographic map and have
 KY0196.an estimated accuracy of +/- 6 seconds.
 KY0196
 KY0196.The orthometric height was determined by differential leveling
 KY0196.and adjusted by the National Geodetic Survey in June 1991..
 KY0196
 KY0196.The geoid height was determined by GEOID03.
 KY0196
 KY0196.The dynamic height is computed by dividing the NAVD 88
 KY0196.geopotential number by the normal gravity value computed on the
 KY0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0196.degrees latitude (g = 980.6199 gals.).
 KY0196
 KY0196.The modeled gravity was interpolated from observed gravity values.
 KY0196
 KY0196;                    North         East    Units  Estimated Accuracy
 KY0196;SPC PA S     -   161,960.      404,620.      MT  (+/- 180 meters Scaled)
 KY0196
 KY0196                          SUPERSEDED SURVEY CONTROL
 KY0196
 KY0196  NGVD 29 (06/03/92)  286.330  (m)          939.40   (f) ADJUSTED    1 2
 KY0196
 KY0196.Superseded values are not recommended for survey control.
 KY0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0196.See file dsdata.txt to determine how the superseded data were derived.
 KY0196
 KY0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF789135(NAD 83)
 KY0196_MARKER: DD = SURVEY DISK
 KY0196_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0196_SP_SET: BRIDGE CAPSTONE
 KY0196_STAMPING: 939 PENNSYLVANIA ADJ 03
 KY0196_MARK LOGO: USGS  
 KY0196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0196
 KY0196  HISTORY     - Date     Condition        Report By
 KY0196  HISTORY     - UNK      MONUMENTED       USGS
 KY0196  HISTORY     - 1954     GOOD             NGS
 KY0196  HISTORY     - 1983     GOOD             NGS
 KY0196  HISTORY     - 20051028 GOOD             GEOCAC
 KY0196
 KY0196                          STATION DESCRIPTION
 KY0196
 KY0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KY0196'AT EVANS CITY.
 KY0196'AT EVANS CITY, ALONG STATE HIGHWAY 68, IN THE TOP OF THE
 KY0196'CAPSTONE OF HIGHWAY BRIDGE OVER BREAKNECK CREEK, 6 1/2 FEET
 KY0196'EAST OF EAST RAIL OF EAST TRACK OF THE BALTIMORE AND OHIO
 KY0196'RAILROAD, 68 FEET SOUTH AND ACROSS HIGHWAY 68 FROM THE SOUTHWEST
 KY0196'CORNER OF STATION, 33 FEET SOUTH OF CENTER LINE OF HIGHWAY,
 KY0196'AT THE SOUTHWEST CORNER OF BRIDGE AND ABOUT 1 1/2 FEET BELOW
 KY0196'LEVEL OF TRACKS.
 KY0196
 KY0196                          STATION RECOVERY (1983)
 KY0196
 KY0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0196'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN EVANS CITY,
 KY0196'IN THE SOUTHWEST ABUTMENT OF THE BRIDGE OVER BREAKNECK CREEK,
 KY0196'10.2 METERS (33.5 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 68,
 KY0196'7.7 METERS (25.5 FT) EAST OF THE EAST RAIL OF THE RAILROAD.
 KY0196
 KY0196                          STATION RECOVERY (2005)
 KY0196
 KY0196'RECOVERY NOTE BY GEOCACHING 2005 (JTF)
 KY0196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1604 ***********************************************************************
 LZ1604  DESIGNATION -  939 USGS
 LZ1604  PID         -  LZ1604
 LZ1604  STATE/COUNTY-  PA/TIOGA
 LZ1604  USGS QUAD   -  RALSTON (1986)
 LZ1604
 LZ1604                         *CURRENT SURVEY CONTROL
 LZ1604  ___________________________________________________________________
 LZ1604* NAD 83(1986)-  41 33 16.     (N)    076 57 48.     (W)     SCALED    
 LZ1604* NAVD 88     -       286.139  (meters)     938.77   (feet)  ADJUSTED  
 LZ1604  ___________________________________________________________________
 LZ1604  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 LZ1604  DYNAMIC HT  -         286.015 (meters)     938.37  (feet)  COMP
 LZ1604  MODELED GRAV-     980,181.4   (mgal)                       NAVD 88
 LZ1604
 LZ1604  VERT ORDER  -  FIRST     CLASS II
 LZ1604
 LZ1604.The horizontal coordinates were scaled from a topographic map and have
 LZ1604.an estimated accuracy of +/- 6 seconds.
 LZ1604
 LZ1604.The orthometric height was determined by differential leveling
 LZ1604.and adjusted by the National Geodetic Survey in June 1991..
 LZ1604
 LZ1604.The geoid height was determined by GEOID03.
 LZ1604
 LZ1604.The dynamic height is computed by dividing the NAVD 88
 LZ1604.geopotential number by the normal gravity value computed on the
 LZ1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1604.degrees latitude (g = 980.6199 gals.).
 LZ1604
 LZ1604.The modeled gravity was interpolated from observed gravity values.
 LZ1604
 LZ1604;                    North         East    Units  Estimated Accuracy
 LZ1604;SPC PA N     -   154,420.      665,630.      MT  (+/- 180 meters Scaled)
 LZ1604
 LZ1604                          SUPERSEDED SURVEY CONTROL
 LZ1604
 LZ1604.No superseded survey control is available for this station.
 LZ1604
 LZ1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM362021(NAD 83)
 LZ1604_MARKER: Q = CHISELED SQUARE
 LZ1604_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LZ1604_SP_SET: ABUTMENT
 LZ1604_MARK LOGO: USGS  
 LZ1604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1604+STABILITY: SURFACE MOTION
 LZ1604
 LZ1604  HISTORY     - Date     Condition        Report By
 LZ1604  HISTORY     - UNK      MONUMENTED       USGS
 LZ1604  HISTORY     - 1983     GOOD             NGS
 LZ1604
 LZ1604                          STATION DESCRIPTION
 LZ1604
 LZ1604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LZ1604'1.1 KM (0.75 MI) SOUTH FROM ROARING BRANCH.
 LZ1604'1.1 KM (0.75 MI) SOUTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE IN
 LZ1604'ROARING BRANCH TO THE MARK ON THE LEFT, IN THE SOUTHEAST ABUTMENT OF
 LZ1604'THE BRIDGE OVER RUN BRANCH, 5.3 METERS (17.5 FT) EAST OF THE
 LZ1604'CENTERLINE OF THE HIGHWAY.
 LZ1604'THE MARK IS 0.15 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1757 ***********************************************************************
 LY1757  DESIGNATION -  939.14
 LY1757  PID         -  LY1757
 LY1757  STATE/COUNTY-  PA/LACKAWANNA
 LY1757  USGS QUAD   -  CARBONDALE (1994)
 LY1757
 LY1757                         *CURRENT SURVEY CONTROL
 LY1757  ___________________________________________________________________
 LY1757* NAD 83(1986)-  41 30 39.     (N)    075 32 24.     (W)     SCALED    
 LY1757* NAVD 88     -       286.253  (meters)     939.15   (feet)  ADJUSTED  
 LY1757  ___________________________________________________________________
 LY1757  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 LY1757  DYNAMIC HT  -         286.141 (meters)     938.78  (feet)  COMP
 LY1757  MODELED GRAV-     980,223.6   (mgal)                       NAVD 88
 LY1757
 LY1757  VERT ORDER  -  SECOND    CLASS 0
 LY1757
 LY1757.The horizontal coordinates were scaled from a topographic map and have
 LY1757.an estimated accuracy of +/- 6 seconds.
 LY1757
 LY1757.The orthometric height was determined by differential leveling
 LY1757.and adjusted by the National Geodetic Survey in June 1991..
 LY1757
 LY1757.The geoid height was determined by GEOID03.
 LY1757
 LY1757.The dynamic height is computed by dividing the NAVD 88
 LY1757.geopotential number by the normal gravity value computed on the
 LY1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1757.degrees latitude (g = 980.6199 gals.).
 LY1757
 LY1757.The modeled gravity was interpolated from observed gravity values.
 LY1757
 LY1757;                    North         East    Units  Estimated Accuracy
 LY1757;SPC PA N     -   151,630.      784,470.      MT  (+/- 180 meters Scaled)
 LY1757
 LY1757                          SUPERSEDED SURVEY CONTROL
 LY1757
 LY1757  NGVD 29 (??/??/92)  286.456  (m)          939.81   (f) ADJ UNCH    2 0
 LY1757
 LY1757.Superseded values are not recommended for survey control.
 LY1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1757.See file dsdata.txt to determine how the superseded data were derived.
 LY1757
 LY1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL549956(NAD 83)
 LY1757_MARKER: X = CHISELED CROSS
 LY1757_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1757_SP_SET: WATER CRANE BASE
 LY1757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1757
 LY1757  HISTORY     - Date     Condition        Report By
 LY1757  HISTORY     - UNK      MONUMENTED       DHRR
 LY1757  HISTORY     - 1934     GOOD             NGS
 LY1757
 LY1757                          STATION DESCRIPTION
 LY1757
 LY1757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY1757'1.1 MI N FROM ARCHBALD.
 LY1757'1.1 MILES NORTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM
 LY1757'ARCHBALD, LACKAWANNA COUNTY, 75 FEET NORTHEAST OF MILEPOST W 29-A
 LY1757'182, 30 FEET EAST OF THE CENTERLINE OF THE WEST-BOUND TRACK, AND
 LY1757'ON THE SOUTHWEST CORNER OF THE BASE OF A WATER CRANE, ABOUT 6
 LY1757'INCHES LOWER THAN THE TOP OF THE RAIL.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1235 ***********************************************************************
 LZ1235  DESIGNATION -  94
 LZ1235  PID         -  LZ1235
 LZ1235  STATE/COUNTY-  PA/CLINTON
 LZ1235  USGS QUAD   -  GLEN UNION (1971)
 LZ1235
 LZ1235                         *CURRENT SURVEY CONTROL
 LZ1235  ___________________________________________________________________
 LZ1235* NAD 83(1986)-  41 16 08.     (N)    077 35 33.     (W)     SCALED    
 LZ1235* NAVD 88     -       186.580  (meters)     612.14   (feet)  ADJUSTED  
 LZ1235  ___________________________________________________________________
 LZ1235  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 LZ1235  DYNAMIC HT  -         186.492 (meters)     611.85  (feet)  COMP
 LZ1235  MODELED GRAV-     980,151.7   (mgal)                       NAVD 88
 LZ1235
 LZ1235  VERT ORDER  -  SECOND    CLASS 0
 LZ1235
 LZ1235.The horizontal coordinates were scaled from a topographic map and have
 LZ1235.an estimated accuracy of +/- 6 seconds.
 LZ1235
 LZ1235.The orthometric height was determined by differential leveling
 LZ1235.and adjusted by the National Geodetic Survey in June 1991..
 LZ1235
 LZ1235.The geoid height was determined by GEOID03.
 LZ1235
 LZ1235.The dynamic height is computed by dividing the NAVD 88
 LZ1235.geopotential number by the normal gravity value computed on the
 LZ1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1235.degrees latitude (g = 980.6199 gals.).
 LZ1235
 LZ1235.The modeled gravity was interpolated from observed gravity values.
 LZ1235
 LZ1235;                    North         East    Units  Estimated Accuracy
 LZ1235;SPC PA N     -   122,420.      613,200.      MT  (+/- 180 meters Scaled)
 LZ1235
 LZ1235                          SUPERSEDED SURVEY CONTROL
 LZ1235
 LZ1235  NGVD 29 (??/??/92)  186.766  (m)          612.75   (f) ADJ UNCH    2 0
 LZ1235
 LZ1235.Superseded values are not recommended for survey control.
 LZ1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1235.See file dsdata.txt to determine how the superseded data were derived.
 LZ1235
 LZ1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL828718(NAD 83)
 LZ1235_MARKER: R = RIVET
 LZ1235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1235_SP_SET: STONE COPING
 LZ1235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1235
 LZ1235  HISTORY     - Date     Condition        Report By
 LZ1235  HISTORY     - UNK      MONUMENTED       PRR
 LZ1235  HISTORY     - 1934     GOOD             NGS
 LZ1235
 LZ1235                          STATION DESCRIPTION
 LZ1235
 LZ1235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1235'12.3 MI E FROM RENOVO.
 LZ1235'ABOUT 12.3 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LZ1235'STATION AT RENOVO, CLINTON COUNTY, ABOUT 1.8 MILES WEST OF THE
 LZ1235'STATION AT GLEN UNION, AT STONE ARCH CULVERT BRIDGE 207.52 OVER
 LZ1235'RATTLESNAKE RUN, AND IN THE TOP OF THE EAST END OF THE NORTH
 LZ1235'STONE COPING.  A COPPER RIVET, MARKED BY THE CHISELED LETTERS
 LZ1235'BM 94.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0767 ***********************************************************************
 LZ0767  DESIGNATION -  941.9
 LZ0767  PID         -  LZ0767
 LZ0767  STATE/COUNTY-  PA/TIOGA
 LZ0767  USGS QUAD   -  MORRIS (1986)
 LZ0767
 LZ0767                         *CURRENT SURVEY CONTROL
 LZ0767  ___________________________________________________________________
 LZ0767* NAD 83(1986)-  41 33 56.     (N)    077 21 07.     (W)     SCALED    
 LZ0767* NAVD 88     -       287.019  (meters)     941.66   (feet)  ADJUSTED  
 LZ0767  ___________________________________________________________________
 LZ0767  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 LZ0767  DYNAMIC HT  -         286.897 (meters)     941.26  (feet)  COMP
 LZ0767  MODELED GRAV-     980,191.0   (mgal)                       NAVD 88
 LZ0767
 LZ0767  VERT ORDER  -  SECOND    CLASS 0
 LZ0767
 LZ0767.The horizontal coordinates were scaled from a topographic map and have
 LZ0767.an estimated accuracy of +/- 6 seconds.
 LZ0767
 LZ0767.The orthometric height was determined by differential leveling
 LZ0767.and adjusted by the National Geodetic Survey in June 1991..
 LZ0767
 LZ0767.The geoid height was determined by GEOID03.
 LZ0767
 LZ0767.The dynamic height is computed by dividing the NAVD 88
 LZ0767.geopotential number by the normal gravity value computed on the
 LZ0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0767.degrees latitude (g = 980.6199 gals.).
 LZ0767
 LZ0767.The modeled gravity was interpolated from observed gravity values.
 LZ0767
 LZ0767;                    North         East    Units  Estimated Accuracy
 LZ0767;SPC PA N     -   155,430.      633,200.      MT  (+/- 180 meters Scaled)
 LZ0767
 LZ0767                          SUPERSEDED SURVEY CONTROL
 LZ0767
 LZ0767  NGVD 29 (??/??/92)  287.180  (m)          942.19   (f) ADJ UNCH    2 0
 LZ0767
 LZ0767.Superseded values are not recommended for survey control.
 LZ0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0767.See file dsdata.txt to determine how the superseded data were derived.
 LZ0767
 LZ0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM038042(NAD 83)
 LZ0767_MARKER: S = SPIKE
 LZ0767_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0767_SP_SET: TREE
 LZ0767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0767
 LZ0767  HISTORY     - Date     Condition        Report By
 LZ0767  HISTORY     - UNK      MONUMENTED       USGS
 LZ0767  HISTORY     - 1934     GOOD             NGS
 LZ0767
 LZ0767                          STATION DESCRIPTION
 LZ0767
 LZ0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0767'4.1 MI SW FROM MORRIS.
 LZ0767'ABOUT 4.1 MILES SOUTHWEST ALONG THE ROAD LEADING TO LLOYD FROM
 LZ0767'MORRIS, TIOGA COUNTY, 7 FEET TO THE RIGHT OF HIGHWAY STATION
 LZ0767'859+07, 10 FEET NORTH OF THE CENTER LINE OF THE ROAD, IN THE
 LZ0767'NORTH SIDE OF THE BUTT OF A 15-INCH POPLAR TREE, AND ABOUT LEVEL
 LZ0767'WITH THE ROAD.  A SPIKE, MARKED BY THE PAINTED LETTERS B.M. 941.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1759 ***********************************************************************
 LY1759  DESIGNATION -  942.29
 LY1759  PID         -  LY1759
 LY1759  STATE/COUNTY-  PA/LACKAWANNA
 LY1759  USGS QUAD   -  CARBONDALE (1994)
 LY1759
 LY1759                         *CURRENT SURVEY CONTROL
 LY1759  ___________________________________________________________________
 LY1759* NAD 83(1986)-  41 31 31.     (N)    075 32 44.     (W)     SCALED    
 LY1759* NAVD 88     -       287.209  (meters)     942.28   (feet)  ADJUSTED  
 LY1759  ___________________________________________________________________
 LY1759  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 LY1759  DYNAMIC HT  -         287.098 (meters)     941.92  (feet)  COMP
 LY1759  MODELED GRAV-     980,230.7   (mgal)                       NAVD 88
 LY1759
 LY1759  VERT ORDER  -  SECOND    CLASS 0
 LY1759
 LY1759.The horizontal coordinates were scaled from a topographic map and have
 LY1759.an estimated accuracy of +/- 6 seconds.
 LY1759
 LY1759.The orthometric height was determined by differential leveling
 LY1759.and adjusted by the National Geodetic Survey in June 1991..
 LY1759
 LY1759.The geoid height was determined by GEOID03.
 LY1759
 LY1759.The dynamic height is computed by dividing the NAVD 88
 LY1759.geopotential number by the normal gravity value computed on the
 LY1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1759.degrees latitude (g = 980.6199 gals.).
 LY1759
 LY1759.The modeled gravity was interpolated from observed gravity values.
 LY1759
 LY1759;                    North         East    Units  Estimated Accuracy
 LY1759;SPC PA N     -   153,220.      783,960.      MT  (+/- 180 meters Scaled)
 LY1759
 LY1759                          SUPERSEDED SURVEY CONTROL
 LY1759
 LY1759  NGVD 29 (??/??/92)  287.411  (m)          942.95   (f) ADJ UNCH    2 0
 LY1759
 LY1759.Superseded values are not recommended for survey control.
 LY1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1759.See file dsdata.txt to determine how the superseded data were derived.
 LY1759
 LY1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL544972(NAD 83)
 LY1759_MARKER: X = CHISELED CROSS
 LY1759_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1759_SP_SET: ABUTMENT
 LY1759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1759
 LY1759  HISTORY     - Date     Condition        Report By
 LY1759  HISTORY     - UNK      MONUMENTED       DHRR
 LY1759  HISTORY     - 1934     GOOD             NGS
 LY1759
 LY1759                          STATION DESCRIPTION
 LY1759
 LY1759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY1759'AT JERMYN.
 LY1759'AT JERMYN, LACKAWANNA COUNTY, 200 FEET NORTH OF THE DELAWARE AND
 LY1759'HUDSON RAILROAD STATION, AT 25-FOOT GIRDER BRIDGE 62/34 OVER
 LY1759'DELAWARE STREET, ON THE WEST END OF THE SOUTH ABUTMENT, 20 FEET
 LY1759'WEST OF THE CENTERLINE OF THE WEST-BOUND TRACK, AND 1.5 FEET
 LY1759'LOWER THAN THE TOP OF THE RAIL.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY2928 ***********************************************************************
 KY2928  DESIGNATION -  947 67
 KY2928  PID         -  KY2928
 KY2928  STATE/COUNTY-  PA/BUTLER
 KY2928  USGS QUAD   -  EVANS CITY (1977)
 KY2928
 KY2928                         *CURRENT SURVEY CONTROL
 KY2928  ___________________________________________________________________
 KY2928* NAD 83(1986)-  40 47 46.     (N)    080 06 12.     (W)     SCALED    
 KY2928* NAVD 88     -       288.668  (meters)     947.07   (feet)  ADJUSTED  
 KY2928  ___________________________________________________________________
 KY2928  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KY2928  DYNAMIC HT  -         288.522 (meters)     946.59  (feet)  COMP
 KY2928  MODELED GRAV-     980,112.4   (mgal)                       NAVD 88
 KY2928
 KY2928  VERT ORDER  -  FIRST     CLASS II
 KY2928
 KY2928.The horizontal coordinates were scaled from a topographic map and have
 KY2928.an estimated accuracy of +/- 6 seconds.
 KY2928
 KY2928.The orthometric height was determined by differential leveling
 KY2928.and adjusted by the National Geodetic Survey in June 1991..
 KY2928
 KY2928.The geoid height was determined by GEOID03.
 KY2928
 KY2928.The dynamic height is computed by dividing the NAVD 88
 KY2928.geopotential number by the normal gravity value computed on the
 KY2928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2928.degrees latitude (g = 980.6199 gals.).
 KY2928
 KY2928.The modeled gravity was interpolated from observed gravity values.
 KY2928
 KY2928;                    North         East    Units  Estimated Accuracy
 KY2928;SPC PA S     -   165,070.      401,420.      MT  (+/- 180 meters Scaled)
 KY2928
 KY2928                          SUPERSEDED SURVEY CONTROL
 KY2928
 KY2928  NGVD 29 (06/03/92)  288.802  (m)          947.51   (f) ADJUSTED    1 2
 KY2928
 KY2928.Superseded values are not recommended for survey control.
 KY2928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2928.See file dsdata.txt to determine how the superseded data were derived.
 KY2928
 KY2928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF756165(NAD 83)
 KY2928_MARKER: DD = SURVEY DISK
 KY2928_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KY2928_SP_SET: ABUTMENT
 KY2928_STAMPING: 947-67
 KY2928_MARK LOGO: PADH  
 KY2928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY2928
 KY2928  HISTORY     - Date     Condition        Report By
 KY2928  HISTORY     - UNK      MONUMENTED       PADH
 KY2928  HISTORY     - 1983     GOOD             NGS
 KY2928
 KY2928                          STATION DESCRIPTION
 KY2928
 KY2928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2928'3.4 KM (2.15 MI) EAST FROM ZELIENOPLE.
 KY2928'3.4 KM (2.15 MI) EAST ALONG STATE HIGHWAY 68 FROM THE JUNCTION OF
 KY2928'STATE HIGHWAYS 68 AND 288 IN ZELIENOPLE, THENCE 0.1 KM (0.5 MI) NORTH
 KY2928'ALONG A ROAD TO THE MARK ON THE RIGHT, IN THE SOUTHEAST ABUTMENT OF
 KY2928'THE BRIDGE OVER THE RAILROAD AND A CREEK.  ALSO, 4.7 KM (2.95 MI) WEST
 KY2928'ALONG STATE HIGHWAY 68 FROM THE BRIDGE OVER BREAKNECK CREEK IN EVANS
 KY2928'CITY, THENCE 0.1 KM (0.05 MI) NORTH ALONG A ROAD, 4.8 METERS (16.0 FT)
 KY2928'EAST OF THE CENTERLINE OF THE ROAD.
 KY2928'THE MARK IS 0.15 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1263 ***********************************************************************
 MA1263  DESIGNATION -  95
 MA1263  PID         -  MA1263
 MA1263  STATE/COUNTY-  PA/CLARION
 MA1263  USGS QUAD   -  PARKER (1979)
 MA1263
 MA1263                         *CURRENT SURVEY CONTROL
 MA1263  ___________________________________________________________________
 MA1263* NAD 83(1986)-  41 02 58.     (N)    079 39 42.     (W)     SCALED    
 MA1263* NAVD 88     -       265.357  (meters)     870.59   (feet)  ADJUSTED  
 MA1263  ___________________________________________________________________
 MA1263  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MA1263  DYNAMIC HT  -         265.230 (meters)     870.18  (feet)  COMP
 MA1263  MODELED GRAV-     980,138.8   (mgal)                       NAVD 88
 MA1263
 MA1263  VERT ORDER  -  FIRST     CLASS II
 MA1263
 MA1263.The horizontal coordinates were scaled from a topographic map and have
 MA1263.an estimated accuracy of +/- 6 seconds.
 MA1263
 MA1263.The orthometric height was determined by differential leveling
 MA1263.and adjusted by the National Geodetic Survey in June 1991..
 MA1263
 MA1263.The geoid height was determined by GEOID03.
 MA1263
 MA1263.The dynamic height is computed by dividing the NAVD 88
 MA1263.geopotential number by the normal gravity value computed on the
 MA1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1263.degrees latitude (g = 980.6199 gals.).
 MA1263
 MA1263.The modeled gravity was interpolated from observed gravity values.
 MA1263
 MA1263;                    North         East    Units  Estimated Accuracy
 MA1263;SPC PA N     -    99,810.      439,300.      MT  (+/- 180 meters Scaled)
 MA1263
 MA1263                          SUPERSEDED SURVEY CONTROL
 MA1263
 MA1263  NGVD 29 (??/??/92)  265.526  (m)          871.15   (f) ADJ UNCH    1 2
 MA1263
 MA1263.Superseded values are not recommended for survey control.
 MA1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1263.See file dsdata.txt to determine how the superseded data were derived.
 MA1263
 MA1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF124451(NAD 83)
 MA1263_MARKER: DD = SURVEY DISK
 MA1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1263_STAMPING: 95
 MA1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1263+STABILITY: SURFACE MOTION
 MA1263
 MA1263  HISTORY     - Date     Condition        Report By
 MA1263  HISTORY     - UNK      MONUMENTED       DOD
 MA1263  HISTORY     - 1941     GOOD             NGS
 MA1263
 MA1263                          STATION DESCRIPTION
 MA1263
 MA1263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MA1263'AT WEST MONTEREY.
 MA1263'AT WEST MONTEREY, CLARION COUNTY, ON THE PENNSYLVANIA RAILROAD,
 MA1263'6.3 FEET LANDWARD FROM THE DOWNSTREAM LAND CORNER OF THE W.E.
 MA1263'DAVIS STORE IN 1941, 39 FEET UPSTREAM FROM THE CENTERLINE OF THE
 MA1263'MAIN STREET, AND 23 FEET RIVERWARD OF THE RIVER RAIL.  A CORPS
 MA1263'OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED 95 AND SET IN THE
 MA1263'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0206 ***********************************************************************
 MA0206  DESIGNATION -  95
 MA0206  PID         -  MA0206
 MA0206  STATE/COUNTY-  PA/ELK
 MA0206  USGS QUAD   -  WEEDVILLE (1986)
 MA0206
 MA0206                         *CURRENT SURVEY CONTROL
 MA0206  ___________________________________________________________________
 MA0206* NAD 83(1986)-  41 16 32.     (N)    078 29 06.     (W)     SCALED    
 MA0206* NAVD 88     -       356.868  (meters)    1170.82   (feet)  ADJUSTED  
 MA0206  ___________________________________________________________________
 MA0206  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 MA0206  DYNAMIC HT  -         356.709 (meters)    1170.30  (feet)  COMP
 MA0206  MODELED GRAV-     980,167.3   (mgal)                       NAVD 88
 MA0206
 MA0206  VERT ORDER  -  SECOND    CLASS 0
 MA0206
 MA0206.The horizontal coordinates were scaled from a topographic map and have
 MA0206.an estimated accuracy of +/- 6 seconds.
 MA0206
 MA0206.The orthometric height was determined by differential leveling
 MA0206.and adjusted by the National Geodetic Survey in June 1991..
 MA0206
 MA0206.The geoid height was determined by GEOID03.
 MA0206
 MA0206.The dynamic height is computed by dividing the NAVD 88
 MA0206.geopotential number by the normal gravity value computed on the
 MA0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0206.degrees latitude (g = 980.6199 gals.).
 MA0206
 MA0206.The modeled gravity was interpolated from observed gravity values.
 MA0206
 MA0206;                    North         East    Units  Estimated Accuracy
 MA0206;SPC PA N     -   123,410.      538,420.      MT  (+/- 180 meters Scaled)
 MA0206
 MA0206                          SUPERSEDED SURVEY CONTROL
 MA0206
 MA0206  NGVD 29 (??/??/92)  357.020  (m)         1171.32   (f) ADJ UNCH    2 0
 MA0206
 MA0206.Superseded values are not recommended for survey control.
 MA0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0206.See file dsdata.txt to determine how the superseded data were derived.
 MA0206
 MA0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF106723(NAD 83)
 MA0206_MARKER: B = BOLT
 MA0206_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0206_SP_SET: ABUTMENT
 MA0206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0206
 MA0206  HISTORY     - Date     Condition        Report By
 MA0206  HISTORY     - UNK      MONUMENTED       PRR
 MA0206  HISTORY     - 1934     GOOD             NGS
 MA0206
 MA0206                          STATION DESCRIPTION
 MA0206
 MA0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0206'20.2 MI E FROM DU BOIS.
 MA0206'IN ELK COUNTY, ABOUT 20.2 MILES EAST ALONG THE PENNSYLVANIA
 MA0206'RAILROAD FROM DU BOIS, CLEARFIELD COUNTY, ABOUT 0.4 MILE EAST
 MA0206'OF WEEDVILLE, ELK COUNTY, AT BRIDGE 85.24, IN THE TOP OF THE
 MA0206'SOUTH END OF THE EAST ABUTMENT, 15 FEET SOUTH OF THE CENTER
 MA0206'LINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE
 MA0206'RAIL.  A COPPER BOLT, MARKED BY THE CHISELED LETTERS BM 95.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0401 ***********************************************************************
 MB0401  DESIGNATION -  95 MAT
 MB0401  PID         -  MB0401
 MB0401  STATE/COUNTY-  PA/MERCER
 MB0401  USGS QUAD   -  SHARON EAST (1981)
 MB0401
 MB0401                         *CURRENT SURVEY CONTROL
 MB0401  ___________________________________________________________________
 MB0401* NAD 83(1986)-  41 10 49.     (N)    080 25 53.     (W)     SCALED    
 MB0401* NAVD 88     -       327.502  (meters)    1074.48   (feet)  ADJUSTED  
 MB0401  ___________________________________________________________________
 MB0401  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 MB0401  DYNAMIC HT  -         327.356 (meters)    1074.00  (feet)  COMP
 MB0401  MODELED GRAV-     980,169.5   (mgal)                       NAVD 88
 MB0401
 MB0401  VERT ORDER  -  SECOND    CLASS 0
 MB0401
 MB0401.The horizontal coordinates were scaled from a topographic map and have
 MB0401.an estimated accuracy of +/- 6 seconds.
 MB0401
 MB0401.The orthometric height was determined by differential leveling
 MB0401.and adjusted by the National Geodetic Survey in June 1991..
 MB0401
 MB0401.The geoid height was determined by GEOID03.
 MB0401
 MB0401.The dynamic height is computed by dividing the NAVD 88
 MB0401.geopotential number by the normal gravity value computed on the
 MB0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0401.degrees latitude (g = 980.6199 gals.).
 MB0401
 MB0401.The modeled gravity was interpolated from observed gravity values.
 MB0401
 MB0401;                    North         East    Units  Estimated Accuracy
 MB0401;SPC PA N     -   116,050.      375,060.      MT  (+/- 180 meters Scaled)
 MB0401
 MB0401                          SUPERSEDED SURVEY CONTROL
 MB0401
 MB0401  NGVD 29 (??/??/92)  327.67   (m)         1075.0    (f) COMPUTED    2 0
 MB0401
 MB0401.Superseded values are not recommended for survey control.
 MB0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0401.See file dsdata.txt to determine how the superseded data were derived.
 MB0401
 MB0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF476589(NAD 83)
 MB0401_MARKER: DD = SURVEY DISK
 MB0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0401_STAMPING: 1075 95 MAT 1956
 MB0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0401+STABILITY: SURFACE MOTION
 MB0401
 MB0401  HISTORY     - Date     Condition        Report By
 MB0401  HISTORY     - 1956     MONUMENTED       USGS
 MB0401  HISTORY     - 1956     GOOD             NGS
 MB0401  HISTORY     - 20001204 MARK NOT FOUND   PADT
 MB0401
 MB0401                          STATION DESCRIPTION
 MB0401
 MB0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MB0401'1.2 MI NE FROM WEST MIDDLESEX.
 MB0401'ABOUT 1.2 MILES NORTHEAST ALONG STATE HIGHWAY 318 FROM THE
 MB0401'CROSSROAD IN WEST MIDDLESEX.  IT IS 4.0 FEET NORTHEAST OF A
 MB0401'POWER LINE POLE, 22.0 FEET SOUTH OF CENTER LINE OF THE ROAD,
 MB0401'AND 131 FEET SOUTHWEST OF CENTER OF A CROSSROAD.  A U.S.
 MB0401'GEOLOGICAL SURVEY BRONZE DISK IN THE TOP OF A 6-INCH CONCRETE
 MB0401'POST ABOUT FLUSH WITH THE GROUND.
 MB0401
 MB0401                          STATION RECOVERY (2000)
 MB0401
 MB0401'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (JAW)
 MB0401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1416 ***********************************************************************
 KW1416  DESIGNATION -  95 PADH
 KW1416  PID         -  KW1416
 KW1416  STATE/COUNTY-  PA/PERRY
 KW1416  USGS QUAD   -  MILLERSBURG (1969)
 KW1416
 KW1416                         *CURRENT SURVEY CONTROL
 KW1416  ___________________________________________________________________
 KW1416* NAD 83(1986)-  40 30 45.     (N)    076 59 05.     (W)     SCALED    
 KW1416* NAVD 88     -       115.897  (meters)     380.24   (feet)  ADJUSTED  
 KW1416  ___________________________________________________________________
 KW1416  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KW1416  DYNAMIC HT  -         115.841 (meters)     380.06  (feet)  COMP
 KW1416  MODELED GRAV-     980,143.8   (mgal)                       NAVD 88
 KW1416
 KW1416  VERT ORDER  -  FIRST     CLASS II
 KW1416
 KW1416.The horizontal coordinates were scaled from a topographic map and have
 KW1416.an estimated accuracy of +/- 6 seconds.
 KW1416
 KW1416.The orthometric height was determined by differential leveling
 KW1416.and adjusted by the National Geodetic Survey in June 1991..
 KW1416
 KW1416.The geoid height was determined by GEOID03.
 KW1416
 KW1416.The dynamic height is computed by dividing the NAVD 88
 KW1416.geopotential number by the normal gravity value computed on the
 KW1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1416.degrees latitude (g = 980.6199 gals.).
 KW1416
 KW1416.The modeled gravity was interpolated from observed gravity values.
 KW1416
 KW1416;                    North         East    Units  Estimated Accuracy
 KW1416;SPC PA S     -   131,210.      664,860.      MT  (+/- 180 meters Scaled)
 KW1416
 KW1416                          SUPERSEDED SURVEY CONTROL
 KW1416
 KW1416  NGVD 29 (??/??/??)  116.124  (m)          380.98   (f) ADJUSTED    1 2
 KW1416
 KW1416.Superseded values are not recommended for survey control.
 KW1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1416.See file dsdata.txt to determine how the superseded data were derived.
 KW1416
 KW1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK318865(NAD 83)
 KW1416_MARKER: DD = SURVEY DISK
 KW1416_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1416_SP_SET: CULVERT
 KW1416_STAMPING: 95 USGS FAD 1957
 KW1416_MARK LOGO: PADH  
 KW1416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1416
 KW1416  HISTORY     - Date     Condition        Report By
 KW1416  HISTORY     - 1957     MONUMENTED       PADH
 KW1416  HISTORY     - 1966     GOOD             CGS
 KW1416  HISTORY     - 1983     GOOD             NGS
 KW1416  HISTORY     - 19980502 MARK NOT FOUND   USPSQD
 KW1416
 KW1416                          STATION DESCRIPTION
 KW1416
 KW1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1416'4.3 MI S FROM LIVERPOOL.
 KW1416'4.3 MILES SOUTH ALONG U.S. HIGHWAYS 11 AND 15 FROM THE POST
 KW1416'OFFICE IN LIVERPOOL, 32 FEET EAST OF THE APPROXIMATE CENTER OF
 KW1416'HIGHWAY, SET IN THE TOP OF THE SOUTHEAST WINGWALL OF A BOX
 KW1416'CULVERT AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 KW1416
 KW1416                          STATION RECOVERY (1983)
 KW1416
 KW1416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KW1416'RECOVERED IN GOOD CONDITION.
 KW1416
 KW1416                          STATION RECOVERY (1998)
 KW1416
 KW1416'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW1416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0312 ***********************************************************************
 MB0312  DESIGNATION -  951
 MB0312  PID         -  MB0312
 MB0312  STATE/COUNTY-  PA/MERCER
 MB0312  USGS QUAD   -  SHARPSVILLE (1981)
 MB0312
 MB0312                         *CURRENT SURVEY CONTROL
 MB0312  ___________________________________________________________________
 MB0312* NAD 83(1986)-  41 15 52.     (N)    080 28 27.     (W)     SCALED    
 MB0312* NAVD 88     -       289.455  (meters)     949.65   (feet)  ADJUSTED  
 MB0312  ___________________________________________________________________
 MB0312  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 MB0312  DYNAMIC HT  -         289.329 (meters)     949.24  (feet)  COMP
 MB0312  MODELED GRAV-     980,182.8   (mgal)                       NAVD 88
 MB0312
 MB0312  VERT ORDER  -  SECOND    CLASS 0
 MB0312
 MB0312.The horizontal coordinates were scaled from a topographic map and have
 MB0312.an estimated accuracy of +/- 6 seconds.
 MB0312
 MB0312.The orthometric height was determined by differential leveling
 MB0312.and adjusted by the National Geodetic Survey in June 1991..
 MB0312
 MB0312.The geoid height was determined by GEOID03.
 MB0312
 MB0312.The dynamic height is computed by dividing the NAVD 88
 MB0312.geopotential number by the normal gravity value computed on the
 MB0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0312.degrees latitude (g = 980.6199 gals.).
 MB0312
 MB0312.The modeled gravity was interpolated from observed gravity values.
 MB0312
 MB0312;                    North         East    Units  Estimated Accuracy
 MB0312;SPC PA N     -   125,500.      371,770.      MT  (+/- 180 meters Scaled)
 MB0312
 MB0312                          SUPERSEDED SURVEY CONTROL
 MB0312
 MB0312  NGVD 29 (??/??/92)  289.621  (m)          950.20   (f) ADJ UNCH    2 0
 MB0312
 MB0312.Superseded values are not recommended for survey control.
 MB0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0312.See file dsdata.txt to determine how the superseded data were derived.
 MB0312
 MB0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF440682(NAD 83)
 MB0312_MARKER: DD = SURVEY DISK
 MB0312_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0312_SP_SET: OVERPASS
 MB0312_STAMPING: 951
 MB0312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0312
 MB0312  HISTORY     - Date     Condition        Report By
 MB0312  HISTORY     - UNK      MONUMENTED       USGS
 MB0312  HISTORY     - 1950     GOOD             NGS
 MB0312  HISTORY     - 1950     GOOD             USGS
 MB0312  HISTORY     - 20020717 MARK NOT FOUND   USPSQD
 MB0312
 MB0312                          STATION DESCRIPTION
 MB0312
 MB0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0312'AT SHARPSVILE.
 MB0312'ABOUT 200 FEET EAST OF THE PENNSYLVANIA RAILROAD STATION, IN
 MB0312'THE SOUTH ABUTMENT OF THE MAIN STREET OVERPASS, IN THE LOWER
 MB0312'COURSE OF THE STONE, 12 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT
 MB0312'1 FOOT LOWER THAN THE TRACK.  A U.S.G.S DISK SET VERTICALLY.
 MB0312
 MB0312                          STATION RECOVERY (1950)
 MB0312
 MB0312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 MB0312'RECOVERED IN GOOD CONDITION.
 MB0312
 MB0312                          STATION RECOVERY (2002)
 MB0312
 MB0312'RECOVERY NOTE BY US POWER SQUADRON 2002 (WEP)
 MB0312'COURSES OF STONE CONSTRUCTION HAS BEEN COVERED OVER WITH EARTH, TRACKS
 MB0312'HAVE BEEN REMOVED AND BRIDGE ELIMINATED.  IF STONE WERE NOT REMOVED
 MB0312'MARK MAY STILL BE PRESENT UNDER 12 TO 24 FEET OF EARTH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1632 ***********************************************************************
 LY1632  DESIGNATION -  955 USGS
 LY1632  PID         -  LY1632
 LY1632  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1632  USGS QUAD   -  SUSQUEHANNA (1994)
 LY1632
 LY1632                         *CURRENT SURVEY CONTROL
 LY1632  ___________________________________________________________________
 LY1632* NAD 83(1986)-  41 57 14.     (N)    075 35 09.     (W)     SCALED    
 LY1632* NAVD 88     -       291.372  (meters)     955.94   (feet)  ADJUSTED  
 LY1632  ___________________________________________________________________
 LY1632  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 LY1632  DYNAMIC HT  -         291.266 (meters)     955.60  (feet)  COMP
 LY1632  MODELED GRAV-     980,250.6   (mgal)                       NAVD 88
 LY1632
 LY1632  VERT ORDER  -  FIRST     CLASS II
 LY1632
 LY1632.The horizontal coordinates were scaled from a topographic map and have
 LY1632.an estimated accuracy of +/- 6 seconds.
 LY1632
 LY1632.The orthometric height was determined by differential leveling
 LY1632.and adjusted by the National Geodetic Survey in June 1991..
 LY1632
 LY1632.The geoid height was determined by GEOID03.
 LY1632
 LY1632.The dynamic height is computed by dividing the NAVD 88
 LY1632.geopotential number by the normal gravity value computed on the
 LY1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1632.degrees latitude (g = 980.6199 gals.).
 LY1632
 LY1632.The modeled gravity was interpolated from observed gravity values.
 LY1632
 LY1632;                    North         East    Units  Estimated Accuracy
 LY1632;SPC PA N     -   200,730.      779,410.      MT  (+/- 180 meters Scaled)
 LY1632
 LY1632                          SUPERSEDED SURVEY CONTROL
 LY1632
 LY1632  NGVD 29 (??/??/92)  291.516  (m)          956.42   (f) ADJ UNCH    1 2
 LY1632
 LY1632.Superseded values are not recommended for survey control.
 LY1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1632.See file dsdata.txt to determine how the superseded data were derived.
 LY1632
 LY1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM514448(NAD 83)
 LY1632_MARKER: DD = SURVEY DISK
 LY1632_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1632_SP_SET: ABUTMENT
 LY1632_STAMPING: 955 ALBANY 1900
 LY1632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1632
 LY1632  HISTORY     - Date     Condition        Report By
 LY1632  HISTORY     - 1900     MONUMENTED       USGS
 LY1632  HISTORY     - 1934     GOOD             NGS
 LY1632  HISTORY     - 1941     GOOD             USGS
 LY1632  HISTORY     - 1982     MARK NOT FOUND   NGS
 LY1632
 LY1632                          STATION DESCRIPTION
 LY1632
 LY1632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY1632'1.2 MI N FROM SUSQUEHANNA.
 LY1632'ABOUT 1.2 MILES NORTH ALONG THE ERIE RAILROAD FROM THE STATION
 LY1632'AT SUSQUEHANNA, SUSQUEHANNA COUNTY, IN THE TOP OF THE WEST SIDE
 LY1632'OF THE SOUTH ABUTMENT OF A DISMANTLED BRIDGE, AND 92 FEET
 LY1632'SOUTHEAST OF THE SOUTH ABUTMENT OF THE NEW CONCRETE BRIDGE OVER
 LY1632'THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 LY1632'STAMPED 955 ALBANY 1900.  NOTE-- THE DISMANTLING OF THE BRIDGE
 LY1632'WAS SUBSEQUENT TO THE LEVELING OF 1934.
 LY1632
 LY1632                          STATION RECOVERY (1941)
 LY1632
 LY1632'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1941
 LY1632'RECOVERED IN GOOD CONDITION.
 LY1632
 LY1632                          STATION RECOVERY (1982)
 LY1632
 LY1632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LY1632'NOT RECOVERED, THE BRIDGE HAS BEEN TORN OUT AND REMOVED FROM THIS
 LY1632'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0317 ***********************************************************************
 MA0317  DESIGNATION -  955.0
 MA0317  PID         -  MA0317
 MA0317  STATE/COUNTY-  PA/CAMERON
 MA0317  USGS QUAD   -  CAMERON (1971)
 MA0317
 MA0317                         *CURRENT SURVEY CONTROL
 MA0317  ___________________________________________________________________
 MA0317* NAD 83(1986)-  41 27 08.     (N)    078 10 34.     (W)     SCALED    
 MA0317* NAVD 88     -       291.170  (meters)     955.28   (feet)  ADJUSTED  
 MA0317  ___________________________________________________________________
 MA0317  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 MA0317  DYNAMIC HT  -         291.041 (meters)     954.86  (feet)  COMP
 MA0317  MODELED GRAV-     980,173.0   (mgal)                       NAVD 88
 MA0317
 MA0317  VERT ORDER  -  SECOND    CLASS 0
 MA0317
 MA0317.The horizontal coordinates were scaled from a topographic map and have
 MA0317.an estimated accuracy of +/- 6 seconds.
 MA0317
 MA0317.The orthometric height was determined by differential leveling
 MA0317.and adjusted by the National Geodetic Survey in June 1991..
 MA0317
 MA0317.The geoid height was determined by GEOID03.
 MA0317
 MA0317.The dynamic height is computed by dividing the NAVD 88
 MA0317.geopotential number by the normal gravity value computed on the
 MA0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0317.degrees latitude (g = 980.6199 gals.).
 MA0317
 MA0317.The modeled gravity was interpolated from observed gravity values.
 MA0317
 MA0317;                    North         East    Units  Estimated Accuracy
 MA0317;SPC PA N     -   142,850.      564,400.      MT  (+/- 180 meters Scaled)
 MA0317
 MA0317                          SUPERSEDED SURVEY CONTROL
 MA0317
 MA0317  NGVD 29 (??/??/92)  291.329  (m)          955.80   (f) ADJ UNCH    2 0
 MA0317
 MA0317.Superseded values are not recommended for survey control.
 MA0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0317.See file dsdata.txt to determine how the superseded data were derived.
 MA0317
 MA0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF358928(NAD 83)
 MA0317_MARKER: DD = SURVEY DISK
 MA0317_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0317_SP_SET: ABUTMENT
 MA0317_STAMPING: 955.0
 MA0317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0317
 MA0317  HISTORY     - Date     Condition        Report By
 MA0317  HISTORY     - UNK      MONUMENTED       PADH
 MA0317  HISTORY     - 1934     GOOD             NGS
 MA0317
 MA0317                          STATION DESCRIPTION
 MA0317
 MA0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0317'5.3 MI E FROM EMPORIUM.
 MA0317'5.3 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM EMPORIUM,
 MA0317'AT CAMERON, ON U.S. HIGHWAY 120, AT A BRIDGE, IN THE TOP OF THE
 MA0317'SOUTH END OF THE WEST CONCRETE ABUTMENT, 14 FEET SOUTH OF THE
 MA0317'CENTER LINE OF THE HIGHWAY, AND 1 FOOT LOWER THAN THE HIGHWAY.
 MA0317'A STANDARD PLATE, MARKED 955.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1151 ***********************************************************************
 LZ1151  DESIGNATION -  958.1
 LZ1151  PID         -  LZ1151
 LZ1151  STATE/COUNTY-  PA/LYCOMING
 LZ1151  USGS QUAD   -  ENGLISH CENTER (1973)
 LZ1151
 LZ1151                         *CURRENT SURVEY CONTROL
 LZ1151  ___________________________________________________________________
 LZ1151* NAD 83(1986)-  41 25 56.     (N)    077 16 16.     (W)     SCALED    
 LZ1151* NAVD 88     -       291.928  (meters)     957.77   (feet)  ADJUSTED  
 LZ1151  ___________________________________________________________________
 LZ1151  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 LZ1151  DYNAMIC HT  -         291.792 (meters)     957.32  (feet)  COMP
 LZ1151  MODELED GRAV-     980,148.9   (mgal)                       NAVD 88
 LZ1151
 LZ1151  VERT ORDER  -  SECOND    CLASS 0
 LZ1151
 LZ1151.The horizontal coordinates were scaled from a topographic map and have
 LZ1151.an estimated accuracy of +/- 6 seconds.
 LZ1151
 LZ1151.The orthometric height was determined by differential leveling
 LZ1151.and adjusted by the National Geodetic Survey in June 1991..
 LZ1151
 LZ1151.The geoid height was determined by GEOID03.
 LZ1151
 LZ1151.The dynamic height is computed by dividing the NAVD 88
 LZ1151.geopotential number by the normal gravity value computed on the
 LZ1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1151.degrees latitude (g = 980.6199 gals.).
 LZ1151
 LZ1151.The modeled gravity was interpolated from observed gravity values.
 LZ1151
 LZ1151;                    North         East    Units  Estimated Accuracy
 LZ1151;SPC PA N     -   140,660.      640,030.      MT  (+/- 180 meters Scaled)
 LZ1151
 LZ1151                          SUPERSEDED SURVEY CONTROL
 LZ1151
 LZ1151  NGVD 29 (??/??/92)  292.114  (m)          958.38   (f) ADJ UNCH    2 0
 LZ1151
 LZ1151.Superseded values are not recommended for survey control.
 LZ1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1151.See file dsdata.txt to determine how the superseded data were derived.
 LZ1151
 LZ1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL102892(NAD 83)
 LZ1151_MARKER: DD = SURVEY DISK
 LZ1151_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1151_SP_SET: BRIDGE
 LZ1151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1151
 LZ1151  HISTORY     - Date     Condition        Report By
 LZ1151  HISTORY     - UNK      MONUMENTED       PADH
 LZ1151  HISTORY     - 1935     GOOD             NGS
 LZ1151
 LZ1151                          STATION DESCRIPTION
 LZ1151
 LZ1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ1151'0.5 MI S FROM ENGLISH CENTER.
 LZ1151'ABOUT 0.5 MILE SOUTH ALONG STATE HIGHWAY 84 FROM ENGLISH CENTER,
 LZ1151'LYCOMING COUNTY, AT STATION 1-74+60, ABOUT 108 FEET SOUTHEAST
 LZ1151'OF THE CENTER OF THE JUNCTION OF A DIRT ROAD, AT A 20-FOOT SPAN
 LZ1151'CONCRETE BRIDGE OVER A CREEK, IN THE TOP OF THE EAST SIDE WALL,
 LZ1151'6 FEET SOUTH OF THE NORTH END, 20 FEET EAST OF THE CENTER LINE
 LZ1151'OF THE HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE ROADWAY.  A
 LZ1151'PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2017 ***********************************************************************
 KV2017  DESIGNATION -  9/58+23 PADH
 KV2017  PID         -  KV2017
 KV2017  STATE/COUNTY-  PA/BUCKS
 KV2017  USGS QUAD   -  QUAKERTOWN (1994)
 KV2017
 KV2017                         *CURRENT SURVEY CONTROL
 KV2017  ___________________________________________________________________
 KV2017* NAD 83(1986)-  40 24 57.     (N)    075 16 16.     (W)     SCALED    
 KV2017* NAVD 88     -       124.243  (meters)     407.62   (feet)  ADJUSTED  
 KV2017  ___________________________________________________________________
 KV2017  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 KV2017  DYNAMIC HT  -         124.181 (meters)     407.42  (feet)  COMP
 KV2017  MODELED GRAV-     980,118.3   (mgal)                       NAVD 88
 KV2017
 KV2017  VERT ORDER  -  SECOND    CLASS 0
 KV2017
 KV2017.The horizontal coordinates were scaled from a topographic map and have
 KV2017.an estimated accuracy of +/- 6 seconds.
 KV2017
 KV2017.The orthometric height was determined by differential leveling
 KV2017.and adjusted by the National Geodetic Survey in June 1991..
 KV2017
 KV2017.The geoid height was determined by GEOID03.
 KV2017
 KV2017.The dynamic height is computed by dividing the NAVD 88
 KV2017.geopotential number by the normal gravity value computed on the
 KV2017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2017.degrees latitude (g = 980.6199 gals.).
 KV2017
 KV2017.The modeled gravity was interpolated from observed gravity values.
 KV2017
 KV2017;                    North         East    Units  Estimated Accuracy
 KV2017;SPC PA S     -   123,150.      810,360.      MT  (+/- 180 meters Scaled)
 KV2017
 KV2017                          SUPERSEDED SURVEY CONTROL
 KV2017
 KV2017  NGVD 29 (??/??/??)  124.532  (m)          408.57   (f) ADJUSTED    2 0
 KV2017
 KV2017.Superseded values are not recommended for survey control.
 KV2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2017.See file dsdata.txt to determine how the superseded data were derived.
 KV2017
 KV2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK769739(NAD 83)
 KV2017_MARKER: DD = SURVEY DISK
 KV2017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2017_SP_SET: BRIDGE WALL
 KV2017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2017_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2017+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2004
 KV2017
 KV2017  HISTORY     - Date     Condition        Report By
 KV2017  HISTORY     - UNK      MONUMENTED       PADH
 KV2017  HISTORY     - 1942     GOOD             CGS
 KV2017  HISTORY     - 1944     GOOD             CGS
 KV2017  HISTORY     - 20040221 GOOD             USPSQD
 KV2017
 KV2017                          STATION DESCRIPTION
 KV2017
 KV2017'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2017'4 MI SE FROM QUAKERTOWN.
 KV2017'4.0 MILES SOUTHEAST OF READING RR STATION AT QUAKERTOWN, ON STATE
 KV2017'HIGHWAY 313, ON WEST END OF SOUTH RETAINING WALL OF BRIDGE NO
 KV2017'9/58+23.  A 3-INCH BRONZE DISK SET IN BRIDGE RETAINING WALL.
 KV2017'MARK WAS STAMPED 9/58+23.
 KV2017'NOTE-THE BRIDGE IN WHICH THE MARK IS SET IS NO LONGER PAINTED
 KV2017'9/58+23 BUT IS NOW PAINTED 9/58+00.  NO STAMPING WAS FOUND ON MARK.
 KV2017
 KV2017                          STATION RECOVERY (1944)
 KV2017
 KV2017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 KV2017'RECOVERED IN GOOD CONDITION.
 KV2017
 KV2017                          STATION RECOVERY (2004)
 KV2017
 KV2017'RECOVERY NOTE BY US POWER SQUADRON 2004 (NCS)
 KV2017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1262 ***********************************************************************
 MA1262  DESIGNATION -  96
 MA1262  PID         -  MA1262
 MA1262  STATE/COUNTY-  PA/CLARION
 MA1262  USGS QUAD   -  PARKER (1979)
 MA1262
 MA1262                         *CURRENT SURVEY CONTROL
 MA1262  ___________________________________________________________________
 MA1262* NAD 83(1986)-  41 03 03.     (N)    079 39 48.     (W)     SCALED    
 MA1262* NAVD 88     -       265.293  (meters)     870.38   (feet)  ADJUSTED  
 MA1262  ___________________________________________________________________
 MA1262  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 MA1262  DYNAMIC HT  -         265.166 (meters)     869.97  (feet)  COMP
 MA1262  MODELED GRAV-     980,139.5   (mgal)                       NAVD 88
 MA1262
 MA1262  VERT ORDER  -  FIRST     CLASS II
 MA1262
 MA1262.The horizontal coordinates were scaled from a topographic map and have
 MA1262.an estimated accuracy of +/- 6 seconds.
 MA1262
 MA1262.The orthometric height was determined by differential leveling
 MA1262.and adjusted by the National Geodetic Survey in June 1991..
 MA1262
 MA1262.The geoid height was determined by GEOID03.
 MA1262
 MA1262.The dynamic height is computed by dividing the NAVD 88
 MA1262.geopotential number by the normal gravity value computed on the
 MA1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1262.degrees latitude (g = 980.6199 gals.).
 MA1262
 MA1262.The modeled gravity was interpolated from observed gravity values.
 MA1262
 MA1262;                    North         East    Units  Estimated Accuracy
 MA1262;SPC PA N     -    99,970.      439,160.      MT  (+/- 180 meters Scaled)
 MA1262
 MA1262                          SUPERSEDED SURVEY CONTROL
 MA1262
 MA1262  NGVD 29 (??/??/92)  265.461  (m)          870.93   (f) ADJ UNCH    1 2
 MA1262
 MA1262.Superseded values are not recommended for survey control.
 MA1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1262.See file dsdata.txt to determine how the superseded data were derived.
 MA1262
 MA1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF123452(NAD 83)
 MA1262_MARKER: DD = SURVEY DISK
 MA1262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1262_SP_SET: STEPS
 MA1262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1262
 MA1262  HISTORY     - Date     Condition        Report By
 MA1262  HISTORY     - UNK      MONUMENTED       DOD
 MA1262  HISTORY     - 1941     GOOD             NGS
 MA1262
 MA1262                          STATION DESCRIPTION
 MA1262
 MA1262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MA1262'AT WEST MONTEREY.
 MA1262'AT WEST MONTEREY, CLARION COUNTY, ON THE PENNSYLVANIA RAILROAD,
 MA1262'240 YARDS NORTH OF THE CENTER OF A HIGHWAY CROSSING, AT THE TOP
 MA1262'OF A FLIGHT OF CONCRETE STEPS LEADING TO A LARGE WHITE HOUSE, IN
 MA1262'THE CENTER OF THE CONCRETE LANDING, AND 21.2 FEET WEST OF THE
 MA1262'WEST RAIL.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1587 ***********************************************************************
 MA1587  DESIGNATION -  96
 MA1587  PID         -  MA1587
 MA1587  STATE/COUNTY-  PA/CRAWFORD
 MA1587  USGS QUAD   -  SUGAR LAKE (1969)
 MA1587
 MA1587                         *CURRENT SURVEY CONTROL
 MA1587  ___________________________________________________________________
 MA1587* NAD 83(1986)-  41 35 32.     (N)    079 56 17.     (W)     SCALED    
 MA1587* NAVD 88     -       450.601  (meters)    1478.35   (feet)  ADJUSTED  
 MA1587  ___________________________________________________________________
 MA1587  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 MA1587  DYNAMIC HT  -         450.411 (meters)    1477.72  (feet)  COMP
 MA1587  MODELED GRAV-     980,185.9   (mgal)                       NAVD 88
 MA1587
 MA1587  VERT ORDER  -  SECOND    CLASS 0
 MA1587
 MA1587.The horizontal coordinates were scaled from a topographic map and have
 MA1587.an estimated accuracy of +/- 6 seconds.
 MA1587
 MA1587.The orthometric height was determined by differential leveling
 MA1587.and adjusted by the National Geodetic Survey in June 1991..
 MA1587
 MA1587.The geoid height was determined by GEOID03.
 MA1587
 MA1587.The dynamic height is computed by dividing the NAVD 88
 MA1587.geopotential number by the normal gravity value computed on the
 MA1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1587.degrees latitude (g = 980.6199 gals.).
 MA1587
 MA1587.The modeled gravity was interpolated from observed gravity values.
 MA1587
 MA1587;                    North         East    Units  Estimated Accuracy
 MA1587;SPC PA N     -   160,620.      417,590.      MT  (+/- 180 meters Scaled)
 MA1587
 MA1587                          SUPERSEDED SURVEY CONTROL
 MA1587
 MA1587  NGVD 29 (??/??/92)  450.774  (m)         1478.91   (f) ADJ UNCH    2 0
 MA1587
 MA1587.Superseded values are not recommended for survey control.
 MA1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1587.See file dsdata.txt to determine how the superseded data were derived.
 MA1587
 MA1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG885050(NAD 83)
 MA1587_MARKER: DD = SURVEY DISK
 MA1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1587_STAMPING: 96 BRP 1964
 MA1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1587+STABILITY: SURFACE MOTION
 MA1587
 MA1587  HISTORY     - Date     Condition        Report By
 MA1587  HISTORY     - 1964     MONUMENTED       USGS
 MA1587  HISTORY     - 1967     GOOD             NGS
 MA1587
 MA1587                          STATION DESCRIPTION
 MA1587
 MA1587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1587'12 MI E FROM MEADVILLE.
 MA1587'12.0 MILES EAST ALONG STATE HIGHWAY 27 FROM ITS JUNCTION WITH
 MA1587'STATE HIGHWAY 77 IN MEADVILLE, 1.05 MILE EAST OF THE JUNCTION OF
 MA1587'STATE HIGHWAY 173, 35 FEET WEST OF THE CENTERLINE OF STATE
 MA1587'HIGHWAY 198, 40 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 3.7
 MA1587'FEET SOUTHEAST OF A LIGHT POLE, SET IN THE TOP OF A CONCRETE
 MA1587'POST PROJECTING 2-INCHES AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF
 MA1587'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0204 ***********************************************************************
 MA0204  DESIGNATION -  96
 MA0204  PID         -  MA0204
 MA0204  STATE/COUNTY-  PA/ELK
 MA0204  USGS QUAD   -  WEEDVILLE (1986)
 MA0204
 MA0204                         *CURRENT SURVEY CONTROL
 MA0204  ___________________________________________________________________
 MA0204* NAD 83(1986)-  41 16 38.     (N)    078 28 37.     (W)     SCALED    
 MA0204* NAVD 88     -       354.633  (meters)    1163.49   (feet)  ADJUSTED  
 MA0204  ___________________________________________________________________
 MA0204  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 MA0204  DYNAMIC HT  -         354.475 (meters)    1162.97  (feet)  COMP
 MA0204  MODELED GRAV-     980,168.6   (mgal)                       NAVD 88
 MA0204
 MA0204  VERT ORDER  -  SECOND    CLASS 0
 MA0204
 MA0204.The horizontal coordinates were scaled from a topographic map and have
 MA0204.an estimated accuracy of +/- 6 seconds.
 MA0204
 MA0204.The orthometric height was determined by differential leveling
 MA0204.and adjusted by the National Geodetic Survey in June 1991..
 MA0204
 MA0204.The geoid height was determined by GEOID03.
 MA0204
 MA0204.The dynamic height is computed by dividing the NAVD 88
 MA0204.geopotential number by the normal gravity value computed on the
 MA0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0204.degrees latitude (g = 980.6199 gals.).
 MA0204
 MA0204.The modeled gravity was interpolated from observed gravity values.
 MA0204
 MA0204;                    North         East    Units  Estimated Accuracy
 MA0204;SPC PA N     -   123,590.      539,100.      MT  (+/- 180 meters Scaled)
 MA0204
 MA0204                          SUPERSEDED SURVEY CONTROL
 MA0204
 MA0204  NGVD 29 (??/??/92)  354.785  (m)         1163.99   (f) ADJ UNCH    2 0
 MA0204
 MA0204.Superseded values are not recommended for survey control.
 MA0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0204.See file dsdata.txt to determine how the superseded data were derived.
 MA0204
 MA0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF113726(NAD 83)
 MA0204_MARKER: Q = CHISELED SQUARE
 MA0204_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0204_SP_SET: ABUTMENT
 MA0204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0204
 MA0204  HISTORY     - Date     Condition        Report By
 MA0204  HISTORY     - UNK      MONUMENTED       PRR
 MA0204  HISTORY     - 1934     GOOD             NGS
 MA0204
 MA0204                          STATION DESCRIPTION
 MA0204
 MA0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0204'0.8 MI E FROM WEEDVILLE.
 MA0204'ABOUT 0.8 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0204'WEEDVILLE, ELK COUNTY, AT BRIDGE 85.69, ON THE TOP OF THE
 MA0204'SOUTH END OF THE EAST STONE ABUTMENT, 16 FEET SOUTH OF THE
 MA0204'CENTER LINE OF THE TRACK, AND ABOUT 1-1/2 FEET LOWER THAN THE TOP
 MA0204'OF THE RAIL.  A CHISELED SQUARE, MARKED BY THE CHISELED LETTERS
 MA0204'BM 96.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1417 ***********************************************************************
 KW1417  DESIGNATION -  96 PADH
 KW1417  PID         -  KW1417
 KW1417  STATE/COUNTY-  PA/PERRY
 KW1417  USGS QUAD   -  MILLERSBURG (1969)
 KW1417
 KW1417                         *CURRENT SURVEY CONTROL
 KW1417  ___________________________________________________________________
 KW1417* NAD 83(1986)-  40 31 35.     (N)    076 59 11.     (W)     SCALED    
 KW1417* NAVD 88     -       117.802  (meters)     386.49   (feet)  ADJUSTED  
 KW1417  ___________________________________________________________________
 KW1417  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KW1417  DYNAMIC HT  -         117.746 (meters)     386.31  (feet)  COMP
 KW1417  MODELED GRAV-     980,145.8   (mgal)                       NAVD 88
 KW1417
 KW1417  VERT ORDER  -  FIRST     CLASS II
 KW1417
 KW1417.The horizontal coordinates were scaled from a topographic map and have
 KW1417.an estimated accuracy of +/- 6 seconds.
 KW1417
 KW1417.The orthometric height was determined by differential leveling
 KW1417.and adjusted by the National Geodetic Survey in June 1991..
 KW1417
 KW1417.The geoid height was determined by GEOID03.
 KW1417
 KW1417.The dynamic height is computed by dividing the NAVD 88
 KW1417.geopotential number by the normal gravity value computed on the
 KW1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1417.degrees latitude (g = 980.6199 gals.).
 KW1417
 KW1417.The modeled gravity was interpolated from observed gravity values.
 KW1417
 KW1417;                    North         East    Units  Estimated Accuracy
 KW1417;SPC PA S     -   132,750.      664,700.      MT  (+/- 180 meters Scaled)
 KW1417
 KW1417                          SUPERSEDED SURVEY CONTROL
 KW1417
 KW1417  NGVD 29 (??/??/??)  118.030  (m)          387.24   (f) ADJUSTED    1 2
 KW1417
 KW1417.Superseded values are not recommended for survey control.
 KW1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1417.See file dsdata.txt to determine how the superseded data were derived.
 KW1417
 KW1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK317880(NAD 83)
 KW1417_MARKER: DD = SURVEY DISK
 KW1417_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1417_SP_SET: BRIDGE
 KW1417_STAMPING: 96 USGS FAB 1957
 KW1417_MARK LOGO: PADH  
 KW1417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1417
 KW1417  HISTORY     - Date     Condition        Report By
 KW1417  HISTORY     - 1957     MONUMENTED       PADH
 KW1417  HISTORY     - 1966     GOOD             CGS
 KW1417  HISTORY     - 1983     GOOD             NGS
 KW1417  HISTORY     - 19980502 MARK NOT FOUND   USPSQD
 KW1417
 KW1417                          STATION DESCRIPTION
 KW1417
 KW1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1417'3.3 MI S FROM LIVERPOOL.
 KW1417'3.3 MILES SOUTH ALONG U.S. HIGHWAYS 11 AND 15 FROM THE POST
 KW1417'OFFICE IN LIVERPOOL, 24 FEET EAST OF THE APPROXIMATE CENTER OF
 KW1417'HIGHWAY, SET IN THE TOP OF THE SOUTHEAST WINGWALL OF A BRIDGE
 KW1417'AND IS ABOUT LEVEL WITH THE HIGHWAY.
 KW1417
 KW1417                          STATION RECOVERY (1983)
 KW1417
 KW1417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KW1417'RECOVERED IN GOOD CONDITION.
 KW1417
 KW1417                          STATION RECOVERY (1998)
 KW1417
 KW1417'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW1417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1760 ***********************************************************************
 LY1760  DESIGNATION -  960
 LY1760  PID         -  LY1760
 LY1760  STATE/COUNTY-  PA/LACKAWANNA
 LY1760  USGS QUAD   -  CARBONDALE (1994)
 LY1760
 LY1760                         *CURRENT SURVEY CONTROL
 LY1760  ___________________________________________________________________
 LY1760* NAD 83(1986)-  41 32 27.     (N)    075 32 03.     (W)     SCALED    
 LY1760* NAVD 88     -       292.462  (meters)     959.52   (feet)  ADJUSTED  
 LY1760  ___________________________________________________________________
 LY1760  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 LY1760  DYNAMIC HT  -         292.347 (meters)     959.14  (feet)  COMP
 LY1760  MODELED GRAV-     980,222.6   (mgal)                       NAVD 88
 LY1760
 LY1760  VERT ORDER  -  SECOND    CLASS 0
 LY1760
 LY1760.The horizontal coordinates were scaled from a topographic map and have
 LY1760.an estimated accuracy of +/- 6 seconds.
 LY1760
 LY1760.The orthometric height was determined by differential leveling
 LY1760.and adjusted by the National Geodetic Survey in June 1991..
 LY1760
 LY1760.The geoid height was determined by GEOID03.
 LY1760
 LY1760.The dynamic height is computed by dividing the NAVD 88
 LY1760.geopotential number by the normal gravity value computed on the
 LY1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1760.degrees latitude (g = 980.6199 gals.).
 LY1760
 LY1760.The modeled gravity was interpolated from observed gravity values.
 LY1760
 LY1760;                    North         East    Units  Estimated Accuracy
 LY1760;SPC PA N     -   154,970.      784,870.      MT  (+/- 180 meters Scaled)
 LY1760
 LY1760                          SUPERSEDED SURVEY CONTROL
 LY1760
 LY1760  NGVD 29 (??/??/92)  292.660  (m)          960.17   (f) ADJ UNCH    2 0
 LY1760
 LY1760.Superseded values are not recommended for survey control.
 LY1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1760.See file dsdata.txt to determine how the superseded data were derived.
 LY1760
 LY1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL554989(NAD 83)
 LY1760_MARKER: Q = CHISELED SQUARE
 LY1760_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1760_SP_SET: BRIDGE
 LY1760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1760
 LY1760  HISTORY     - Date     Condition        Report By
 LY1760  HISTORY     - UNK      MONUMENTED       USGS
 LY1760  HISTORY     - 1934     GOOD             NGS
 LY1760
 LY1760                          STATION DESCRIPTION
 LY1760
 LY1760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY1760'AT MAYFIELD.
 LY1760'AT MAYFIELD, LACKAWANNA COUNTY, 150 FEET SOUTH OF THE DELAWARE
 LY1760'AND HUDSON RAILROAD STATION, 25 FEET NORTH OF THE CENTERLINE OF
 LY1760'CHESTNUT STREET, 30 FEET WEST OF THE CENTERLINE OF THE WEST-BOUND
 LY1760'TRACK, AT BRIDGE 61/14, ON THE WEST CORNER OF THE NORTHWEST
 LY1760'WINGWALL, AND ABOUT 11 FEET LOWER THAN THE TOP OF THE RAIL.  A
 LY1760'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0323 ***********************************************************************
 MB0323  DESIGNATION -  961
 MB0323  PID         -  MB0323
 MB0323  STATE/COUNTY-  PA/MERCER
 MB0323  USGS QUAD   -  GREENVILLE WEST (1990)
 MB0323
 MB0323                         *CURRENT SURVEY CONTROL
 MB0323  ___________________________________________________________________
 MB0323* NAD 83(1986)-  41 24 24.     (N)    080 23 01.     (W)     SCALED    
 MB0323* NAVD 88     -       292.531  (meters)     959.75   (feet)  ADJUSTED  
 MB0323  ___________________________________________________________________
 MB0323  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB0323  DYNAMIC HT  -         292.409 (meters)     959.35  (feet)  COMP
 MB0323  MODELED GRAV-     980,197.8   (mgal)                       NAVD 88
 MB0323
 MB0323  VERT ORDER  -  SECOND    CLASS 0
 MB0323
 MB0323.The horizontal coordinates were scaled from a topographic map and have
 MB0323.an estimated accuracy of +/- 6 seconds.
 MB0323
 MB0323.The orthometric height was determined by differential leveling
 MB0323.and adjusted by the National Geodetic Survey in June 1991..
 MB0323
 MB0323.The geoid height was determined by GEOID03.
 MB0323
 MB0323.The dynamic height is computed by dividing the NAVD 88
 MB0323.geopotential number by the normal gravity value computed on the
 MB0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0323.degrees latitude (g = 980.6199 gals.).
 MB0323
 MB0323.The modeled gravity was interpolated from observed gravity values.
 MB0323
 MB0323;                    North         East    Units  Estimated Accuracy
 MB0323;SPC PA N     -   141,050.      379,830.      MT  (+/- 180 meters Scaled)
 MB0323
 MB0323                          SUPERSEDED SURVEY CONTROL
 MB0323
 MB0323  NGVD 29 (??/??/92)  292.708  (m)          960.33   (f) ADJ UNCH    2 0
 MB0323
 MB0323.Superseded values are not recommended for survey control.
 MB0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0323.See file dsdata.txt to determine how the superseded data were derived.
 MB0323
 MB0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF515840(NAD 83)
 MB0323_MARKER: DB = BENCH MARK DISK
 MB0323_SETTING: 0 = UNSPECIFIED SETTING
 MB0323_STAMPING: 961
 MB0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0323
 MB0323  HISTORY     - Date     Condition        Report By
 MB0323  HISTORY     - UNK      MONUMENTED       USGS
 MB0323  HISTORY     - 1935     GOOD             NGS
 MB0323  HISTORY     - 19960926 MARK NOT FOUND   USPSQD
 MB0323
 MB0323                          STATION DESCRIPTION
 MB0323
 MB0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MB0323'AT GREENVILLE.
 MB0323'AT GREENVILLE, ON WEST MAIN STREET, AT THE NORTH SIDE OF THE
 MB0323'RIVERVIEW HOTEL, IN THE WATER TABLE, 36 FEET SOUTH OF THE
 MB0323'CENTERLINE OF THE STREET, 12 FEET WEST OF THE NORTHEAST CORNER
 MB0323'OF THE BUILDING, AND ABOUT 3 FEET HIGHER THAN THE SIDEWALK.  A
 MB0323'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 961 AND
 MB0323'SET VERTICALLY.
 MB0323
 MB0323                          STATION RECOVERY (1996)
 MB0323
 MB0323'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB0323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1603 ***********************************************************************
 KW1603  DESIGNATION -  962.5 USGS
 KW1603  PID         -  KW1603
 KW1603  STATE/COUNTY-  PA/CENTRE
 KW1603  USGS QUAD   -  COBURN (1973)
 KW1603
 KW1603                         *CURRENT SURVEY CONTROL
 KW1603  ___________________________________________________________________
 KW1603* NAD 83(1986)-  40 50 10.     (N)    077 24 31.     (W)     SCALED    
 KW1603* NAVD 88     -       293.346  (meters)     962.42   (feet)  ADJUSTED  
 KW1603  ___________________________________________________________________
 KW1603  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KW1603  DYNAMIC HT  -         293.202 (meters)     961.95  (feet)  COMP
 KW1603  MODELED GRAV-     980,125.5   (mgal)                       NAVD 88
 KW1603
 KW1603  VERT ORDER  -  SECOND    CLASS 0
 KW1603
 KW1603.The horizontal coordinates were scaled from a topographic map and have
 KW1603.an estimated accuracy of +/- 6 seconds.
 KW1603
 KW1603.The orthometric height was determined by differential leveling
 KW1603.and adjusted by the National Geodetic Survey in June 1991..
 KW1603
 KW1603.The geoid height was determined by GEOID03.
 KW1603
 KW1603.The dynamic height is computed by dividing the NAVD 88
 KW1603.geopotential number by the normal gravity value computed on the
 KW1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1603.degrees latitude (g = 980.6199 gals.).
 KW1603
 KW1603.The modeled gravity was interpolated from observed gravity values.
 KW1603
 KW1603;                    North         East    Units  Estimated Accuracy
 KW1603;SPC PA N     -    74,400.      628,790.      MT  (+/- 180 meters Scaled)
 KW1603
 KW1603                          SUPERSEDED SURVEY CONTROL
 KW1603
 KW1603  NGVD 29 (??/??/??)  293.556  (m)          963.11   (f) ADJUSTED    2 0
 KW1603
 KW1603.Superseded values are not recommended for survey control.
 KW1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1603.See file dsdata.txt to determine how the superseded data were derived.
 KW1603
 KW1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL969233(NAD 83)
 KW1603_MARKER: Q = CHISELED SQUARE
 KW1603_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1603_SP_SET: BRIDGE
 KW1603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1603
 KW1603  HISTORY     - Date     Condition        Report By
 KW1603  HISTORY     - UNK      MONUMENTED       USGS
 KW1603  HISTORY     - 1934     GOOD             CGS
 KW1603
 KW1603                          STATION DESCRIPTION
 KW1603
 KW1603'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1603'1.8 MI E FROM INGELBY.
 KW1603'210 FEET NORTH OF MILEPOST 32, AT BRIDGE 32+01, ON THE NORTHWEST
 KW1603'WING WALL, 10 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1 FOOT
 KW1603'LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1060 ***********************************************************************
 KX1060  DESIGNATION -  963
 KX1060  PID         -  KX1060
 KX1060  STATE/COUNTY-  PA/WESTMORELAND
 KX1060  USGS QUAD   -  BLAIRSVILLE (1981)
 KX1060
 KX1060                         *CURRENT SURVEY CONTROL
 KX1060  ___________________________________________________________________
 KX1060* NAD 83(1986)-  40 25 28.     (N)    079 15 06.     (W)     SCALED    
 KX1060* NAVD 88     -       293.445  (meters)     962.74   (feet)  ADJUSTED  
 KX1060  ___________________________________________________________________
 KX1060  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KX1060  DYNAMIC HT  -         293.291 (meters)     962.24  (feet)  COMP
 KX1060  MODELED GRAV-     980,092.9   (mgal)                       NAVD 88
 KX1060
 KX1060  VERT ORDER  -  FIRST     CLASS II
 KX1060
 KX1060.The horizontal coordinates were scaled from a topographic map and have
 KX1060.an estimated accuracy of +/- 6 seconds.
 KX1060
 KX1060.The orthometric height was determined by differential leveling
 KX1060.and adjusted by the National Geodetic Survey in June 1991..
 KX1060
 KX1060.The geoid height was determined by GEOID03.
 KX1060
 KX1060.The dynamic height is computed by dividing the NAVD 88
 KX1060.geopotential number by the normal gravity value computed on the
 KX1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1060.degrees latitude (g = 980.6199 gals.).
 KX1060
 KX1060.The modeled gravity was interpolated from observed gravity values.
 KX1060
 KX1060;                    North         East    Units  Estimated Accuracy
 KX1060;SPC PA S     -   122,240.      472,580.      MT  (+/- 180 meters Scaled)
 KX1060
 KX1060                          SUPERSEDED SURVEY CONTROL
 KX1060
 KX1060  NGVD 29 (??/??/92)  293.618  (m)          963.31   (f) ADJ UNCH    1 2
 KX1060
 KX1060.Superseded values are not recommended for survey control.
 KX1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1060.See file dsdata.txt to determine how the superseded data were derived.
 KX1060
 KX1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE483763(NAD 83)
 KX1060_MARKER: DD = SURVEY DISK
 KX1060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1060_SP_SET: ABUTMENT
 KX1060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1060
 KX1060  HISTORY     - Date     Condition        Report By
 KX1060  HISTORY     - UNK      MONUMENTED       USGS
 KX1060  HISTORY     - 1931     GOOD             NGS
 KX1060  HISTORY     - 1941     GOOD             NGS
 KX1060
 KX1060                          STATION DESCRIPTION
 KX1060
 KX1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931
 KX1060'0.8 MI S FROM BLAIRSVILLE.
 KX1060'IN WESTMORELAND COUNTY, ABOUT 3/4 MILE SOUTH ALONG THE PENNSYVANIA
 KX1060'RAILROAD FROM BLAIRSVILLE, INDIANA COUNTY, AT THE BRIDGE OVER
 KX1060'THE CONEMAUGH RIVER, AND IN THE CONCRETE ABUTMENT AT THE SOUTHEAST
 KX1060'END OF THE BRIDGE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 KX1060'DISK.
 KX1060
 KX1060                          STATION RECOVERY (1941)
 KX1060
 KX1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 KX1060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0737 ***********************************************************************
 LZ0737  DESIGNATION -  965.2
 LZ0737  PID         -  LZ0737
 LZ0737  STATE/COUNTY-  PA/TIOGA
 LZ0737  USGS QUAD   -  TIADAGHTON (1994)
 LZ0737
 LZ0737                         *CURRENT SURVEY CONTROL
 LZ0737  ___________________________________________________________________
 LZ0737* NAD 83(1986)-  41 37 34.     (N)    077 26 32.     (W)     SCALED    
 LZ0737* NAVD 88     -       294.140  (meters)     965.02   (feet)  ADJUSTED  
 LZ0737  ___________________________________________________________________
 LZ0737  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 LZ0737  DYNAMIC HT  -         294.008 (meters)     964.59  (feet)  COMP
 LZ0737  MODELED GRAV-     980,167.4   (mgal)                       NAVD 88
 LZ0737
 LZ0737  VERT ORDER  -  SECOND    CLASS 0
 LZ0737
 LZ0737.The horizontal coordinates were scaled from a topographic map and have
 LZ0737.an estimated accuracy of +/- 6 seconds.
 LZ0737
 LZ0737.The orthometric height was determined by differential leveling
 LZ0737.and adjusted by the National Geodetic Survey in June 1991..
 LZ0737
 LZ0737.The geoid height was determined by GEOID03.
 LZ0737
 LZ0737.The dynamic height is computed by dividing the NAVD 88
 LZ0737.geopotential number by the normal gravity value computed on the
 LZ0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0737.degrees latitude (g = 980.6199 gals.).
 LZ0737
 LZ0737.The modeled gravity was interpolated from observed gravity values.
 LZ0737
 LZ0737;                    North         East    Units  Estimated Accuracy
 LZ0737;SPC PA N     -   162,120.      625,650.      MT  (+/- 180 meters Scaled)
 LZ0737
 LZ0737                          SUPERSEDED SURVEY CONTROL
 LZ0737
 LZ0737  NGVD 29 (??/??/92)  294.284  (m)          965.50   (f) ADJ UNCH    2 0
 LZ0737
 LZ0737.Superseded values are not recommended for survey control.
 LZ0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0737.See file dsdata.txt to determine how the superseded data were derived.
 LZ0737
 LZ0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM965111(NAD 83)
 LZ0737_MARKER: Z = SEE DESCRIPTION
 LZ0737_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0737_SP_SET: SEMAPHORE FOUNDATION
 LZ0737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0737
 LZ0737  HISTORY     - Date     Condition        Report By
 LZ0737  HISTORY     - UNK      MONUMENTED       USGS
 LZ0737  HISTORY     - 1934     GOOD             NGS
 LZ0737
 LZ0737                          STATION DESCRIPTION
 LZ0737
 LZ0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0737'1.6 MI S FROM TIADAGHTON.
 LZ0737'ABOUT 1.6 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD
 LZ0737'FROM TIADAGHTON, TIOGA COUNTY, ABOUT 0.4 MILE NORTH OF MILEPOST
 LZ0737'L 125, AT THE JOHNSON BEND, AT SEMAPHORE 124.6, ON THE TOP
 LZ0737'OF THE NORTHWEST CORNER OF THE CONCRETE BASE, 6 FEET EAST
 LZ0737'OF THE EAST RAIL, AND ABOUT LEVEL WITH THE TOP OF THE RAIL.  A
 LZ0737'PAINTED CIRCLE, MARKED BY THE PAINTED LETTERS B M 965.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0240 ***********************************************************************
 KX0240  DESIGNATION -  966
 KX0240  PID         -  KX0240
 KX0240  STATE/COUNTY-  PA/BLAIR
 KX0240  USGS QUAD   -  SPRUCE CREEK (1977)
 KX0240
 KX0240                         *CURRENT SURVEY CONTROL
 KX0240  ___________________________________________________________________
 KX0240* NAD 83(1986)-  40 31 03.     (N)    078 12 23.     (W)     SCALED    
 KX0240* NAVD 88     -       294.332  (meters)     965.65   (feet)  ADJUSTED  
 KX0240  ___________________________________________________________________
 KX0240  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KX0240  DYNAMIC HT  -         294.181 (meters)     965.16  (feet)  COMP
 KX0240  MODELED GRAV-     980,104.7   (mgal)                       NAVD 88
 KX0240
 KX0240  VERT ORDER  -  SECOND    CLASS 0
 KX0240
 KX0240.The horizontal coordinates were scaled from a topographic map and have
 KX0240.an estimated accuracy of +/- 6 seconds.
 KX0240
 KX0240.The orthometric height was determined by differential leveling
 KX0240.and adjusted by the National Geodetic Survey in June 1991..
 KX0240
 KX0240.The geoid height was determined by GEOID03.
 KX0240
 KX0240.The dynamic height is computed by dividing the NAVD 88
 KX0240.geopotential number by the normal gravity value computed on the
 KX0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0240.degrees latitude (g = 980.6199 gals.).
 KX0240
 KX0240.The modeled gravity was interpolated from observed gravity values.
 KX0240
 KX0240;                    North         East    Units  Estimated Accuracy
 KX0240;SPC PA S     -   131,580.      561,330.      MT  (+/- 180 meters Scaled)
 KX0240
 KX0240                          SUPERSEDED SURVEY CONTROL
 KX0240
 KX0240  NGVD 29 (??/??/92)  294.518  (m)          966.26   (f) ADJ UNCH    2 0
 KX0240
 KX0240.Superseded values are not recommended for survey control.
 KX0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0240.See file dsdata.txt to determine how the superseded data were derived.
 KX0240
 KX0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE366889(NAD 83)
 KX0240_MARKER: DD = SURVEY DISK
 KX0240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0240_SP_SET: BRIDGE
 KX0240_STAMPING: 966 PA 1920
 KX0240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0240
 KX0240  HISTORY     - Date     Condition        Report By
 KX0240  HISTORY     - 1920     MONUMENTED       USGS
 KX0240  HISTORY     - 1967     GOOD             NGS
 KX0240
 KX0240                          STATION DESCRIPTION
 KX0240
 KX0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0240'10.2 MI SE FROM FRANKSTOWN.
 KX0240'ABOUT 10.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 22 FROM ITS
 KX0240'JUNCTION WITH FRANKSTOWN ROAD IN FRANKSTOWN, SET IN THE TOP OF
 KX0240'THE APPROXIMATE CENTER OF THE WEST BANNISTER OF A BRIDGE, 71.8
 KX0240'SOUTH OF THE CENTERLINE OF HIGHWAY, 14.8 FEET WEST OF THE
 KX0240'CENTERLINE OF WILLIAMSBURG ROAD AND IS ABOUT 3 FEET ABOVE THE
 KX0240'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0517 ***********************************************************************
 LZ0517  DESIGNATION -  966 H USGS
 LZ0517  PID         -  LZ0517
 LZ0517  STATE/COUNTY-  PA/LYCOMING
 LZ0517  USGS QUAD   -  RALSTON (1986)
 LZ0517
 LZ0517                         *CURRENT SURVEY CONTROL
 LZ0517  ___________________________________________________________________
 LZ0517* NAD 83(1986)-  41 33 41.     (N)    076 57 18.     (W)     SCALED    
 LZ0517* NAVD 88     -       294.440  (meters)     966.01   (feet)  ADJUSTED  
 LZ0517  ___________________________________________________________________
 LZ0517  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 LZ0517  DYNAMIC HT  -         294.313 (meters)     965.59  (feet)  COMP
 LZ0517  MODELED GRAV-     980,184.5   (mgal)                       NAVD 88
 LZ0517
 LZ0517  VERT ORDER  -  FIRST     CLASS II
 LZ0517
 LZ0517.The horizontal coordinates were scaled from a topographic map and have
 LZ0517.an estimated accuracy of +/- 6 seconds.
 LZ0517
 LZ0517.The orthometric height was determined by differential leveling
 LZ0517.and adjusted by the National Geodetic Survey in June 1991..
 LZ0517
 LZ0517.The geoid height was determined by GEOID03.
 LZ0517
 LZ0517.The dynamic height is computed by dividing the NAVD 88
 LZ0517.geopotential number by the normal gravity value computed on the
 LZ0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0517.degrees latitude (g = 980.6199 gals.).
 LZ0517
 LZ0517.The modeled gravity was interpolated from observed gravity values.
 LZ0517
 LZ0517;                    North         East    Units  Estimated Accuracy
 LZ0517;SPC PA N     -   155,190.      666,310.      MT  (+/- 180 meters Scaled)
 LZ0517
 LZ0517                          SUPERSEDED SURVEY CONTROL
 LZ0517
 LZ0517  NGVD 29 (??/??/92)  294.610  (m)          966.57   (f) ADJ UNCH    1 2
 LZ0517
 LZ0517.Superseded values are not recommended for survey control.
 LZ0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0517.See file dsdata.txt to determine how the superseded data were derived.
 LZ0517
 LZ0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM369029(NAD 83)
 LZ0517_MARKER: DD = SURVEY DISK
 LZ0517_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0517_SP_SET: BRIDGE SEAT
 LZ0517_STAMPING: 966 H 1899
 LZ0517_MARK LOGO: USGS  
 LZ0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0517
 LZ0517  HISTORY     - Date     Condition        Report By
 LZ0517  HISTORY     - 1899     MONUMENTED       USGS
 LZ0517  HISTORY     - 1935     GOOD             NGS
 LZ0517  HISTORY     - 1983     GOOD             NGS
 LZ0517
 LZ0517                          STATION DESCRIPTION
 LZ0517
 LZ0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ0517'AT ROARING BRANCH.
 LZ0517'AT ROARING BRANCH, LYCOMING COUNTY, ABOUT 700 FEET NORTH OF THE
 LZ0517'PENNSYLVANIA RAILROAD STATION, ABOUT 150 FEET NORTHWEST OF THE
 LZ0517'POST OFFICE, AT A PONY TRUSS HIGHWAY BRIDGE OVER LYCOMING CREEK,
 LZ0517'IN THE TOP OF THE SOUTH END OF THE EAST STONE BRIDGE SEAT, 27 FEET
 LZ0517'WEST OF THE WEST RAIL, 8 FEET SOUTH OF THE CENTER LINE OF A DIRT
 LZ0517'ROAD, AND ABOUT 1/2 FOOT LOWER THAN THE TOP OF THE RAIL.  A
 LZ0517'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 966 H 1899.
 LZ0517
 LZ0517                          STATION RECOVERY (1983)
 LZ0517
 LZ0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LZ0517'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN ROARING
 LZ0517'BRANCH, IN A TRUSS BRIDGE OVER LYCOMING CREEK, IN THE SOUTHEAST
 LZ0517'ABUTMENT, 2.7 METERS (9.0 FT) SOUTH OF THE CENTER OF A DIRT ROAD,
 LZ0517'9.4 METERS (31.0 FT) WEST OF THE CENTER OF AN OLD RAILROAD BED.
 LZ0517'THE MARK IS 0.60 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0202 ***********************************************************************
 MA0202  DESIGNATION -  97
 MA0202  PID         -  MA0202
 MA0202  STATE/COUNTY-  PA/ELK
 MA0202  USGS QUAD   -  WEEDVILLE (1986)
 MA0202
 MA0202                         *CURRENT SURVEY CONTROL
 MA0202  ___________________________________________________________________
 MA0202* NAD 83(1986)-  41 16 42.     (N)    078 27 23.     (W)     SCALED    
 MA0202* NAVD 88     -       349.335  (meters)    1146.11   (feet)  ADJUSTED  
 MA0202  ___________________________________________________________________
 MA0202  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 MA0202  DYNAMIC HT  -         349.179 (meters)    1145.60  (feet)  COMP
 MA0202  MODELED GRAV-     980,167.3   (mgal)                       NAVD 88
 MA0202
 MA0202  VERT ORDER  -  SECOND    CLASS 0
 MA0202
 MA0202.The horizontal coordinates were scaled from a topographic map and have
 MA0202.an estimated accuracy of +/- 6 seconds.
 MA0202
 MA0202.The orthometric height was determined by differential leveling
 MA0202.and adjusted by the National Geodetic Survey in June 1991..
 MA0202
 MA0202.The geoid height was determined by GEOID03.
 MA0202
 MA0202.The dynamic height is computed by dividing the NAVD 88
 MA0202.geopotential number by the normal gravity value computed on the
 MA0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0202.degrees latitude (g = 980.6199 gals.).
 MA0202
 MA0202.The modeled gravity was interpolated from observed gravity values.
 MA0202
 MA0202;                    North         East    Units  Estimated Accuracy
 MA0202;SPC PA N     -   123,700.      540,820.      MT  (+/- 180 meters Scaled)
 MA0202
 MA0202                          SUPERSEDED SURVEY CONTROL
 MA0202
 MA0202  NGVD 29 (??/??/92)  349.488  (m)         1146.61   (f) ADJ UNCH    2 0
 MA0202
 MA0202.Superseded values are not recommended for survey control.
 MA0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0202.See file dsdata.txt to determine how the superseded data were derived.
 MA0202
 MA0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF130727(NAD 83)
 MA0202_MARKER: B = BOLT
 MA0202_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0202_SP_SET: ABUTMENT
 MA0202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0202
 MA0202  HISTORY     - Date     Condition        Report By
 MA0202  HISTORY     - UNK      MONUMENTED       PRR
 MA0202  HISTORY     - 1934     GOOD             NGS
 MA0202
 MA0202                          STATION DESCRIPTION
 MA0202
 MA0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0202'AT CALEDONIA.
 MA0202'AT CALEDONIA, ELK COUNTY, ABOUT 400 FEET WEST OF THE PENNSYLVANIA
 MA0202'RAILROAD WAITING STATION, AT BRIDGE 86.97, IN THE TOP OF THE
 MA0202'SOUTH END OF THE EAST STONE ABUTMENT, 14 FEET SOUTH OF THE
 MA0202'CENTER LINE OF THE TRACK, AND ABOUT LEVEL WITH THE TOP OF THE
 MA0202'RAIL.  A COPPER BOLT, MARKED BY THE CHISELED LETTERS BM 97.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1239 ***********************************************************************
 LZ1239  DESIGNATION -  97 A
 LZ1239  PID         -  LZ1239
 LZ1239  STATE/COUNTY-  PA/CLINTON
 LZ1239  USGS QUAD   -  RENOVO EAST (1986)
 LZ1239
 LZ1239                         *CURRENT SURVEY CONTROL
 LZ1239  ___________________________________________________________________
 LZ1239* NAD 83(1986)-  41 18 18.     (N)    077 37 31.     (W)     SCALED    
 LZ1239* NAVD 88     -       194.994  (meters)     639.74   (feet)  ADJUSTED  
 LZ1239  ___________________________________________________________________
 LZ1239  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 LZ1239  DYNAMIC HT  -         194.901 (meters)     639.44  (feet)  COMP
 LZ1239  MODELED GRAV-     980,146.4   (mgal)                       NAVD 88
 LZ1239
 LZ1239  VERT ORDER  -  SECOND    CLASS 0
 LZ1239
 LZ1239.The horizontal coordinates were scaled from a topographic map and have
 LZ1239.an estimated accuracy of +/- 6 seconds.
 LZ1239
 LZ1239.The orthometric height was determined by differential leveling
 LZ1239.and adjusted by the National Geodetic Survey in June 1991..
 LZ1239
 LZ1239.The geoid height was determined by GEOID03.
 LZ1239
 LZ1239.The dynamic height is computed by dividing the NAVD 88
 LZ1239.geopotential number by the normal gravity value computed on the
 LZ1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1239.degrees latitude (g = 980.6199 gals.).
 LZ1239
 LZ1239.The modeled gravity was interpolated from observed gravity values.
 LZ1239
 LZ1239;                    North         East    Units  Estimated Accuracy
 LZ1239;SPC PA N     -   126,420.      610,450.      MT  (+/- 180 meters Scaled)
 LZ1239
 LZ1239                          SUPERSEDED SURVEY CONTROL
 LZ1239
 LZ1239  NGVD 29 (??/??/92)  195.175  (m)          640.34   (f) ADJ UNCH    2 0
 LZ1239
 LZ1239.Superseded values are not recommended for survey control.
 LZ1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1239.See file dsdata.txt to determine how the superseded data were derived.
 LZ1239
 LZ1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL802759(NAD 83)
 LZ1239_MARKER: R = RIVET
 LZ1239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1239_SP_SET: PIER
 LZ1239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1239
 LZ1239  HISTORY     - Date     Condition        Report By
 LZ1239  HISTORY     - UNK      MONUMENTED       PRR
 LZ1239  HISTORY     - 1934     GOOD             NGS
 LZ1239
 LZ1239                          STATION DESCRIPTION
 LZ1239
 LZ1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1239'8.7 MI E FROM RENOVO.
 LZ1239'ABOUT 8.7 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LZ1239'STATION AT RENOVO, CLINTON COUNTY, ABOUT 720 FEET WEST OF
 LZ1239'MILEPOST 204, AT MILEAGE 203.9, AT AN OVERHEAD HIGHWAY BRIDGE,
 LZ1239'IN THE TOP OF THE EAST END OF THE FIRST STONE PIER SOUTH OF THE
 LZ1239'TRACK, 9 FEET SOUTH OF THE CENTER LINE OF THE EAST-BOUND TRACK,
 LZ1239'AND ABOUT 3 FEET HIGHER THAN THE TOP OF THE RAIL.  A COPPER
 LZ1239'RIVET, MARKED BY THE CHISELED LETTERS BM 97A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1421 ***********************************************************************
 KW1421  DESIGNATION -  97 PADH
 KW1421  PID         -  KW1421
 KW1421  STATE/COUNTY-  PA/PERRY
 KW1421  USGS QUAD   -  MILLERSBURG (1969)
 KW1421
 KW1421                         *CURRENT SURVEY CONTROL
 KW1421  ___________________________________________________________________
 KW1421* NAD 83(1986)-  40 32 41.     (N)    076 59 18.     (W)     SCALED    
 KW1421* NAVD 88     -       122.803  (meters)     402.90   (feet)  ADJUSTED  
 KW1421  ___________________________________________________________________
 KW1421  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KW1421  DYNAMIC HT  -         122.745 (meters)     402.71  (feet)  COMP
 KW1421  MODELED GRAV-     980,148.1   (mgal)                       NAVD 88
 KW1421
 KW1421  VERT ORDER  -  FIRST     CLASS II
 KW1421
 KW1421.The horizontal coordinates were scaled from a topographic map and have
 KW1421.an estimated accuracy of +/- 6 seconds.
 KW1421
 KW1421.The orthometric height was determined by differential leveling
 KW1421.and adjusted by the National Geodetic Survey in June 1991..
 KW1421
 KW1421.The geoid height was determined by GEOID03.
 KW1421
 KW1421.The dynamic height is computed by dividing the NAVD 88
 KW1421.geopotential number by the normal gravity value computed on the
 KW1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1421.degrees latitude (g = 980.6199 gals.).
 KW1421
 KW1421.The modeled gravity was interpolated from observed gravity values.
 KW1421
 KW1421;                    North         East    Units  Estimated Accuracy
 KW1421;SPC PA S     -   134,790.      664,520.      MT  (+/- 180 meters Scaled)
 KW1421
 KW1421                          SUPERSEDED SURVEY CONTROL
 KW1421
 KW1421  NGVD 29 (??/??/??)  123.036  (m)          403.66   (f) ADJUSTED    1 2
 KW1421
 KW1421.Superseded values are not recommended for survey control.
 KW1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1421.See file dsdata.txt to determine how the superseded data were derived.
 KW1421
 KW1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK316901(NAD 83)
 KW1421_MARKER: DD = SURVEY DISK
 KW1421_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1421_SP_SET: BRIDGE
 KW1421_STAMPING: 97 USGS FAD 1957
 KW1421_MARK LOGO: PADH  
 KW1421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1421
 KW1421  HISTORY     - Date     Condition        Report By
 KW1421  HISTORY     - 1957     MONUMENTED       PADH
 KW1421  HISTORY     - 1966     GOOD             CGS
 KW1421  HISTORY     - 1983     GOOD             NGS
 KW1421  HISTORY     - 1987     GOOD             USPSQD
 KW1421  HISTORY     - 1989     GOOD             USPSQD
 KW1421
 KW1421                          STATION DESCRIPTION
 KW1421
 KW1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1421'2 MI S FROM LIVERPOOL.
 KW1421'2.0 MILES SOUTH ALONG U.S. HIGHWAY 11 AND 15 FROM THE POST
 KW1421'OFFICE IN LIVERPOOL, 24 FEET EAST OF THE APPROXIMATE CENTER OF
 KW1421'HIGHWAY, SET IN THE TOP OF THE SOUTHEAST WINGWALL OF A BRIDGE AND
 KW1421'IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 KW1421
 KW1421                          STATION RECOVERY (1983)
 KW1421
 KW1421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KW1421'RECOVERED IN GOOD CONDITION.
 KW1421
 KW1421                          STATION RECOVERY (1987)
 KW1421
 KW1421'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 KW1421'RECOVERED IN GOOD CONDITION.
 KW1421
 KW1421                          STATION RECOVERY (1989)
 KW1421
 KW1421'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0355 ***********************************************************************
 LZ0355  DESIGNATION -  973.8
 LZ0355  PID         -  LZ0355
 LZ0355  STATE/COUNTY-  PA/SULLIVAN
 LZ0355  USGS QUAD   -  SONESTOWN (1981)
 LZ0355
 LZ0355                         *CURRENT SURVEY CONTROL
 LZ0355  ___________________________________________________________________
 LZ0355* NAD 83(1986)-  41 21 14.     (N)    076 33 10.     (W)     SCALED    
 LZ0355* NAVD 88     -       296.938  (meters)     974.20   (feet)  ADJUSTED  
 LZ0355  ___________________________________________________________________
 LZ0355  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 LZ0355  DYNAMIC HT  -         296.804 (meters)     973.76  (feet)  COMP
 LZ0355  MODELED GRAV-     980,167.3   (mgal)                       NAVD 88
 LZ0355
 LZ0355  VERT ORDER  -  SECOND    CLASS 0
 LZ0355
 LZ0355.The horizontal coordinates were scaled from a topographic map and have
 LZ0355.an estimated accuracy of +/- 6 seconds.
 LZ0355
 LZ0355.The orthometric height was determined by differential leveling
 LZ0355.and adjusted by the National Geodetic Survey in June 1991..
 LZ0355
 LZ0355.The geoid height was determined by GEOID03.
 LZ0355
 LZ0355.The dynamic height is computed by dividing the NAVD 88
 LZ0355.geopotential number by the normal gravity value computed on the
 LZ0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0355.degrees latitude (g = 980.6199 gals.).
 LZ0355
 LZ0355.The modeled gravity was interpolated from observed gravity values.
 LZ0355
 LZ0355;                    North         East    Units  Estimated Accuracy
 LZ0355;SPC PA N     -   132,540.      700,180.      MT  (+/- 180 meters Scaled)
 LZ0355
 LZ0355                          SUPERSEDED SURVEY CONTROL
 LZ0355
 LZ0355  NGVD 29 (??/??/92)  297.10   (m)          974.7    (f) COMPUTED    2 0
 LZ0355
 LZ0355.Superseded values are not recommended for survey control.
 LZ0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0355.See file dsdata.txt to determine how the superseded data were derived.
 LZ0355
 LZ0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL701792(NAD 83)
 LZ0355_MARKER: Q = CHISELED SQUARE
 LZ0355_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LZ0355_SP_SET: UNSPECIFIED ROCK
 LZ0355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0355
 LZ0355  HISTORY     - Date     Condition        Report By
 LZ0355  HISTORY     - UNK      MONUMENTED       USGS
 LZ0355  HISTORY     - 1969     MARK NOT FOUND   NGS
 LZ0355
 LZ0355                          STATION DESCRIPTION
 LZ0355
 LZ0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ0355'AT SONESTOWN.
 LZ0355'AT SONESTOWN, SULLIVAN COUNTY, ON THE ABANDONED WILLIAMSPORT AND
 LZ0355'NORTH BRNACH RAILWAY, 50 FEET SOUTHWEST OF THE WATER TANK, 18 FEET
 LZ0355'WEST OF POLE 847, AND ON THE TOP OF THE NORTHEAST CORNER OF A
 LZ0355'12- BY 14-FOOT ROCK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1601 ***********************************************************************
 KW1601  DESIGNATION -  977.1 USGS
 KW1601  PID         -  KW1601
 KW1601  STATE/COUNTY-  PA/CENTRE
 KW1601  USGS QUAD   -  COBURN (1973)
 KW1601
 KW1601                         *CURRENT SURVEY CONTROL
 KW1601  ___________________________________________________________________
 KW1601* NAD 83(1986)-  40 50 35.     (N)    077 24 40.     (W)     SCALED    
 KW1601* NAVD 88     -       297.822  (meters)     977.10   (feet)  ADJUSTED  
 KW1601  ___________________________________________________________________
 KW1601  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KW1601  DYNAMIC HT  -         297.675 (meters)     976.62  (feet)  COMP
 KW1601  MODELED GRAV-     980,125.3   (mgal)                       NAVD 88
 KW1601
 KW1601  VERT ORDER  -  SECOND    CLASS 0
 KW1601
 KW1601.The horizontal coordinates were scaled from a topographic map and have
 KW1601.an estimated accuracy of +/- 6 seconds.
 KW1601
 KW1601.The orthometric height was determined by differential leveling
 KW1601.and adjusted by the National Geodetic Survey in June 1991..
 KW1601
 KW1601.The geoid height was determined by GEOID03.
 KW1601
 KW1601.The dynamic height is computed by dividing the NAVD 88
 KW1601.geopotential number by the normal gravity value computed on the
 KW1601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1601.degrees latitude (g = 980.6199 gals.).
 KW1601
 KW1601.The modeled gravity was interpolated from observed gravity values.
 KW1601
 KW1601;                    North         East    Units  Estimated Accuracy
 KW1601;SPC PA N     -    75,170.      628,580.      MT  (+/- 180 meters Scaled)
 KW1601
 KW1601                          SUPERSEDED SURVEY CONTROL
 KW1601
 KW1601  NGVD 29 (??/??/??)  298.031  (m)          977.79   (f) ADJUSTED    2 0
 KW1601
 KW1601.Superseded values are not recommended for survey control.
 KW1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1601.See file dsdata.txt to determine how the superseded data were derived.
 KW1601
 KW1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL967241(NAD 83)
 KW1601_MARKER: Q = CHISELED SQUARE
 KW1601_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1601_SP_SET: ABUTMENT
 KW1601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1601
 KW1601  HISTORY     - Date     Condition        Report By
 KW1601  HISTORY     - UNK      MONUMENTED       USGS
 KW1601  HISTORY     - 1934     GOOD             CGS
 KW1601
 KW1601                          STATION DESCRIPTION
 KW1601
 KW1601'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1601'1.2 MI E FROM INGELBY.
 KW1601'1,485 FEET EAST OF MILEPOST 33, AT BRIDGE 32 69, ON THE SOUTH
 KW1601'END OF THE EAST ABUTMENT, 8 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT
 KW1601'1 FOOT LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0375 ***********************************************************************
 KY0375  DESIGNATION -  980
 KY0375  PID         -  KY0375
 KY0375  STATE/COUNTY-  PA/WASHINGTON
 KY0375  USGS QUAD   -  CANONSBURG (1979)
 KY0375
 KY0375                         *CURRENT SURVEY CONTROL
 KY0375  ___________________________________________________________________
 KY0375* NAD 83(1986)-  40 22 02.     (N)    080 14 05.     (W)     SCALED    
 KY0375* NAVD 88     -       298.590  (meters)     979.62   (feet)  ADJUSTED  
 KY0375  ___________________________________________________________________
 KY0375  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KY0375  DYNAMIC HT  -         298.430 (meters)     979.10  (feet)  COMP
 KY0375  MODELED GRAV-     980,082.1   (mgal)                       NAVD 88
 KY0375
 KY0375  VERT ORDER  -  SECOND    CLASS 0
 KY0375
 KY0375.The horizontal coordinates were scaled from a topographic map and have
 KY0375.an estimated accuracy of +/- 6 seconds.
 KY0375
 KY0375.The orthometric height was determined by differential leveling
 KY0375.and adjusted by the National Geodetic Survey in June 1991..
 KY0375
 KY0375.The geoid height was determined by GEOID03.
 KY0375
 KY0375.The dynamic height is computed by dividing the NAVD 88
 KY0375.geopotential number by the normal gravity value computed on the
 KY0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0375.degrees latitude (g = 980.6199 gals.).
 KY0375
 KY0375.The modeled gravity was interpolated from observed gravity values.
 KY0375
 KY0375;                    North         East    Units  Estimated Accuracy
 KY0375;SPC PA S     -   117,770.      389,000.      MT  (+/- 180 meters Scaled)
 KY0375
 KY0375                          SUPERSEDED SURVEY CONTROL
 KY0375
 KY0375  NGVD 29 (??/??/92)  298.75   (m)          980.1    (f) COMPUTED    2 0
 KY0375
 KY0375.Superseded values are not recommended for survey control.
 KY0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0375.See file dsdata.txt to determine how the superseded data were derived.
 KY0375
 KY0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE649687(NAD 83)
 KY0375_MARKER: DD = SURVEY DISK
 KY0375_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0375_SP_SET: BRIDGE
 KY0375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0375
 KY0375  HISTORY     - Date     Condition        Report By
 KY0375  HISTORY     - UNK      MONUMENTED       USGS
 KY0375  HISTORY     - 1957     MARK NOT FOUND   NGS
 KY0375
 KY0375                          STATION DESCRIPTION
 KY0375
 KY0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0375'AT MC DONALD.
 KY0375'IN THE NORTHEAST WINGWALL OF MC DONALD STREET BRIDGE.  NOTE-- THE
 KY0375'SHANK OF DISK COULD NOT BE FOUND.  IT APPEARS THAT THE WINGWALLS
 KY0375'HAVE BEEN CHANGED SINCE 1935.  A NEW U.S.G.S. DISK IS SET IN THE
 KY0375'SAME STRUCTURE.  SEE DESCRIPTION OF 1 ATA (U.S.G.S.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1623 ***********************************************************************
 KX1623  DESIGNATION -  981 87
 KX1623  PID         -  KX1623
 KX1623  STATE/COUNTY-  PA/ARMSTRONG
 KX1623  USGS QUAD   -  KITTANNING (1993)
 KX1623
 KX1623                         *CURRENT SURVEY CONTROL
 KX1623  ___________________________________________________________________
 KX1623* NAD 83(1986)-  40 48 43.     (N)    079 32 04.     (W)     SCALED    
 KX1623* NAVD 88     -       298.978  (meters)     980.90   (feet)  ADJUSTED  
 KX1623  ___________________________________________________________________
 KX1623  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KX1623  DYNAMIC HT  -         298.831 (meters)     980.41  (feet)  COMP
 KX1623  MODELED GRAV-     980,125.3   (mgal)                       NAVD 88
 KX1623
 KX1623  VERT ORDER  -  SECOND    CLASS 0
 KX1623
 KX1623.The horizontal coordinates were scaled from a topographic map and have
 KX1623.an estimated accuracy of +/- 6 seconds.
 KX1623
 KX1623.The orthometric height was determined by differential leveling
 KX1623.and adjusted by the National Geodetic Survey in June 1991..
 KX1623
 KX1623.The geoid height was determined by GEOID03.
 KX1623
 KX1623.The dynamic height is computed by dividing the NAVD 88
 KX1623.geopotential number by the normal gravity value computed on the
 KX1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1623.degrees latitude (g = 980.6199 gals.).
 KX1623
 KX1623.The modeled gravity was interpolated from observed gravity values.
 KX1623
 KX1623;                    North         East    Units  Estimated Accuracy
 KX1623;SPC PA S     -   165,700.      449,450.      MT  (+/- 180 meters Scaled)
 KX1623
 KX1623                          SUPERSEDED SURVEY CONTROL
 KX1623
 KX1623  NGVD 29 (??/??/92)  299.153  (m)          981.47   (f) ADJ UNCH    2 0
 KX1623
 KX1623.Superseded values are not recommended for survey control.
 KX1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1623.See file dsdata.txt to determine how the superseded data were derived.
 KX1623
 KX1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF236189(NAD 83)
 KX1623_MARKER: DD = SURVEY DISK
 KX1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1623_STAMPING: 87 MAT 981 1956
 KX1623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1623+STABILITY: SURFACE MOTION
 KX1623
 KX1623  HISTORY     - Date     Condition        Report By
 KX1623  HISTORY     - 1956     MONUMENTED       USGS
 KX1623  HISTORY     - 1967     GOOD             NGS
 KX1623
 KX1623                          STATION DESCRIPTION
 KX1623
 KX1623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX1623'1.3 MI W FROM KITTANNING.
 KX1623'1.3 MILES WEST ALONG U.S. HIGHWAY 422 FROM THE WEST END OF THE
 KX1623'BRIDGE OVER THE ALLEGHENY RIVER IN KITTANNING, SET IN THE TOP OF
 KX1623'A CONCRETE POST PROJECTING 6-INCHES, 43.5 FEET SOUTHEAST OF THE
 KX1623'SOUTHEAST CORNER OF A BRIDGE, 33.5 FEET WEST OF THE APPROXIMATE
 KX1623'CENTER OF STATE HIGHWAY 268, 26.5 FEET EAST OF THE CENTERLINE
 KX1623'OF HIGHWAY AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0739 ***********************************************************************
 LZ0739  DESIGNATION -  981.4
 LZ0739  PID         -  LZ0739
 LZ0739  STATE/COUNTY-  PA/TIOGA
 LZ0739  USGS QUAD   -  TIADAGHTON (1994)
 LZ0739
 LZ0739                         *CURRENT SURVEY CONTROL
 LZ0739  ___________________________________________________________________
 LZ0739* NAD 83(1986)-  41 38 01.     (N)    077 26 20.     (W)     SCALED    
 LZ0739* NAVD 88     -       299.113  (meters)     981.34   (feet)  ADJUSTED  
 LZ0739  ___________________________________________________________________
 LZ0739  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 LZ0739  DYNAMIC HT  -         298.978 (meters)     980.90  (feet)  COMP
 LZ0739  MODELED GRAV-     980,164.0   (mgal)                       NAVD 88
 LZ0739
 LZ0739  VERT ORDER  -  SECOND    CLASS 0
 LZ0739
 LZ0739.The horizontal coordinates were scaled from a topographic map and have
 LZ0739.an estimated accuracy of +/- 6 seconds.
 LZ0739
 LZ0739.The orthometric height was determined by differential leveling
 LZ0739.and adjusted by the National Geodetic Survey in June 1991..
 LZ0739
 LZ0739.The geoid height was determined by GEOID03.
 LZ0739
 LZ0739.The dynamic height is computed by dividing the NAVD 88
 LZ0739.geopotential number by the normal gravity value computed on the
 LZ0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0739.degrees latitude (g = 980.6199 gals.).
 LZ0739
 LZ0739.The modeled gravity was interpolated from observed gravity values.
 LZ0739
 LZ0739;                    North         East    Units  Estimated Accuracy
 LZ0739;SPC PA N     -   162,960.      625,920.      MT  (+/- 180 meters Scaled)
 LZ0739
 LZ0739                          SUPERSEDED SURVEY CONTROL
 LZ0739
 LZ0739  NGVD 29 (??/??/92)  299.256  (m)          981.81   (f) ADJ UNCH    2 0
 LZ0739
 LZ0739.Superseded values are not recommended for survey control.
 LZ0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0739.See file dsdata.txt to determine how the superseded data were derived.
 LZ0739
 LZ0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM968119(NAD 83)
 LZ0739_MARKER: Q = CHISELED SQUARE
 LZ0739_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0739_SP_SET: SEMAPHORE FOUNDATION
 LZ0739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0739
 LZ0739  HISTORY     - Date     Condition        Report By
 LZ0739  HISTORY     - UNK      MONUMENTED       USGS
 LZ0739  HISTORY     - 1934     GOOD             NGS
 LZ0739
 LZ0739                          STATION DESCRIPTION
 LZ0739
 LZ0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0739'1 MI S FROM TIADAGHTON.
 LZ0739'ABOUT 1 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LZ0739'TIADAGHTON, TIOGA COUNTY, ABOUT 170 FEET NORTH OF MILEPOST
 LZ0739'L 124, OPPOSITE D.I. STATION, AT A SEMAPHORE, ON THE TOP OF
 LZ0739'THE NORTHEAST CORNER OF THE CONCRETE BASE, 6 FEET WEST OF
 LZ0739'THE WEST RAIL, AND ABOUT LEVEL WITH THE TOP OF THE RAIL.  A
 LZ0739'CHISELED SQUARE, MARKED BY THE PAINTED LETTERS B M 981.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0124 ***********************************************************************
 KY0124  DESIGNATION -  988
 KY0124  PID         -  KY0124
 KY0124  STATE/COUNTY-  PA/BUTLER
 KY0124  USGS QUAD   -  MARS (1979)
 KY0124
 KY0124                         *CURRENT SURVEY CONTROL
 KY0124  ___________________________________________________________________
 KY0124* NAD 83(1986)-  40 44 56.     (N)    080 02 34.     (W)     SCALED    
 KY0124* NAVD 88     -       301.060  (meters)     987.73   (feet)  POSTED    
 KY0124  ___________________________________________________________________
 KY0124  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KY0124  DYNAMIC HT  -         300.910 (meters)     987.24  (feet)  COMP
 KY0124  MODELED GRAV-     980,104.5   (mgal)                       NAVD 88
 KY0124
 KY0124  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KY0124
 KY0124.The horizontal coordinates were scaled from a topographic map and have
 KY0124.an estimated accuracy of +/- 6 seconds.
 KY0124
 KY0124.The orthometric height was determined by differential leveling
 KY0124.and adjusted by the National Geodetic Survey in 1992..
 KY0124.No vertical observational check was made to the station.
 KY0124.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KY0124.was located on a no-check spur therefore a value was not computed.
 KY0124
 KY0124.The geoid height was determined by GEOID03.
 KY0124
 KY0124.The dynamic height is computed by dividing the NAVD 88
 KY0124.geopotential number by the normal gravity value computed on the
 KY0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0124.degrees latitude (g = 980.6199 gals.).
 KY0124
 KY0124.The modeled gravity was interpolated from observed gravity values.
 KY0124
 KY0124;                    North         East    Units  Estimated Accuracy
 KY0124;SPC PA S     -   159,690.      406,390.      MT  (+/- 180 meters Scaled)
 KY0124
 KY0124                          SUPERSEDED SURVEY CONTROL
 KY0124
 KY0124  NGVD 29 (??/??/92)  301.205  (m)          988.20   (f) ADJ UNCH    2 0
 KY0124
 KY0124.Superseded values are not recommended for survey control.
 KY0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0124.See file dsdata.txt to determine how the superseded data were derived.
 KY0124
 KY0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF808113(NAD 83)
 KY0124_MARKER: DD = SURVEY DISK
 KY0124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0124_SP_SET: ABUTMENT
 KY0124_STAMPING: 988 PENNSYLVANIA ADJ 03
 KY0124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0124
 KY0124  HISTORY     - Date     Condition        Report By
 KY0124  HISTORY     - UNK      MONUMENTED       USGS
 KY0124  HISTORY     - 1954     GOOD             NGS
 KY0124  HISTORY     - 20051119 POOR             GEOCAC
 KY0124
 KY0124                          STATION DESCRIPTION
 KY0124
 KY0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KY0124'0.8 MI NW FROM CALLERY.
 KY0124'ABOUT 0.85 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY0124'FROM THE STATION AT CALLERY, SET VERTICALLY IN THE WEST FACE OF
 KY0124'THE EAST ENTRANCE ABUTMENT OF ABANDONED OVERPASS OF TRANSIT
 KY0124'RAILROAD OVER TRACKS, 48 FEET EAST OF EAST RAIL OF EAST TRACK,
 KY0124'7 1/2 FEET NORTH OF SOUTH END OF ABUTMENT, 28 FEET SOUTH-SOUTHEAST
 KY0124'OF TELEPHONE POLE NO. 26/18, AND ABOUT 12 FEET ABOVE LEVEL OF
 KY0124'TRACKS.
 KY0124
 KY0124                          STATION RECOVERY (2005)
 KY0124
 KY0124'RECOVERY NOTE BY GEOCACHING 2005 (JTF)
 KY0124'THE B AND O RR STATION IS NO LONGER IN EXISTANCE OR HAS BEEN MOVED
 KY0124'NORTHWARD ABOUT EIGHTH OF A MILE.
 KY0124'PART OF DISK IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1209 ***********************************************************************
 MA1209  DESIGNATION -  989
 MA1209  PID         -  MA1209
 MA1209  STATE/COUNTY-  PA/VENANGO
 MA1209  USGS QUAD   -  FRANKLIN (1972)
 MA1209
 MA1209                         *CURRENT SURVEY CONTROL
 MA1209  ___________________________________________________________________
 MA1209* NAD 83(1986)-  41 24 12.     (N)    079 49 54.     (W)     SCALED    
 MA1209* NAVD 88     -       301.356  (meters)     988.70   (feet)  ADJUSTED  
 MA1209  ___________________________________________________________________
 MA1209  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 MA1209  DYNAMIC HT  -         301.228 (meters)     988.28  (feet)  COMP
 MA1209  MODELED GRAV-     980,189.6   (mgal)                       NAVD 88
 MA1209
 MA1209  VERT ORDER  -  SECOND    CLASS 0
 MA1209
 MA1209.The horizontal coordinates were scaled from a topographic map and have
 MA1209.an estimated accuracy of +/- 6 seconds.
 MA1209
 MA1209.The orthometric height was determined by differential leveling
 MA1209.and adjusted by the National Geodetic Survey in June 1991..
 MA1209
 MA1209.The geoid height was determined by GEOID03.
 MA1209
 MA1209.The dynamic height is computed by dividing the NAVD 88
 MA1209.geopotential number by the normal gravity value computed on the
 MA1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1209.degrees latitude (g = 980.6199 gals.).
 MA1209
 MA1209.The modeled gravity was interpolated from observed gravity values.
 MA1209
 MA1209;                    North         East    Units  Estimated Accuracy
 MA1209;SPC PA N     -   139,430.      425,960.      MT  (+/- 180 meters Scaled)
 MA1209
 MA1209                          SUPERSEDED SURVEY CONTROL
 MA1209
 MA1209  NGVD 29 (??/??/92)  301.542  (m)          989.31   (f) ADJ UNCH    2 0
 MA1209
 MA1209.Superseded values are not recommended for survey control.
 MA1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1209.See file dsdata.txt to determine how the superseded data were derived.
 MA1209
 MA1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF976841(NAD 83)
 MA1209_MARKER: DD = SURVEY DISK
 MA1209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1209_SP_SET: BELT COURSE
 MA1209_STAMPING: 989 PITTSBURG 1899
 MA1209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1209
 MA1209  HISTORY     - Date     Condition        Report By
 MA1209  HISTORY     - 1899     MONUMENTED       USGS
 MA1209  HISTORY     - 1967     GOOD             NGS
 MA1209
 MA1209                          STATION DESCRIPTION
 MA1209
 MA1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1209'AT FRANKLIN.
 MA1209'AT FRANKLIN, VENANGO COUNTY, AT THE ERIE RAILROAD STATION, AND
 MA1209'IN THE NORTHEAST CORNER OF THE BELT COURSE.  A UNITED STATES
 MA1209'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 989 PITTSBURG 1899.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0316 ***********************************************************************
 MB0316  DESIGNATION -  989
 MB0316  PID         -  MB0316
 MB0316  STATE/COUNTY-  PA/MERCER
 MB0316  USGS QUAD   -  SHARPSVILLE (1981)
 MB0316
 MB0316                         *CURRENT SURVEY CONTROL
 MB0316  ___________________________________________________________________
 MB0316* NAD 83(1986)-  41 19 57.     (N)    080 25 54.     (W)     SCALED    
 MB0316* NAVD 88     -       301.057  (meters)     987.72   (feet)  ADJUSTED  
 MB0316  ___________________________________________________________________
 MB0316  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 MB0316  DYNAMIC HT  -         300.927 (meters)     987.29  (feet)  COMP
 MB0316  MODELED GRAV-     980,182.2   (mgal)                       NAVD 88
 MB0316
 MB0316  VERT ORDER  -  SECOND    CLASS 0
 MB0316
 MB0316.The horizontal coordinates were scaled from a topographic map and have
 MB0316.an estimated accuracy of +/- 6 seconds.
 MB0316
 MB0316.The orthometric height was determined by differential leveling
 MB0316.and adjusted by the National Geodetic Survey in June 1991..
 MB0316
 MB0316.The geoid height was determined by GEOID03.
 MB0316
 MB0316.The dynamic height is computed by dividing the NAVD 88
 MB0316.geopotential number by the normal gravity value computed on the
 MB0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0316.degrees latitude (g = 980.6199 gals.).
 MB0316
 MB0316.The modeled gravity was interpolated from observed gravity values.
 MB0316
 MB0316;                    North         East    Units  Estimated Accuracy
 MB0316;SPC PA N     -   132,950.      375,560.      MT  (+/- 180 meters Scaled)
 MB0316
 MB0316                          SUPERSEDED SURVEY CONTROL
 MB0316
 MB0316  NGVD 29 (??/??/92)  301.220  (m)          988.25   (f) ADJ UNCH    2 0
 MB0316
 MB0316.Superseded values are not recommended for survey control.
 MB0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0316.See file dsdata.txt to determine how the superseded data were derived.
 MB0316
 MB0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF475758(NAD 83)
 MB0316_MARKER: DD = SURVEY DISK
 MB0316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0316_SP_SET: BRIDGE SEAT
 MB0316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0316
 MB0316  HISTORY     - Date     Condition        Report By
 MB0316  HISTORY     - UNK      MONUMENTED       USGS
 MB0316  HISTORY     - 1935     GOOD             NGS
 MB0316
 MB0316                          STATION DESCRIPTION
 MB0316
 MB0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MB0316'AT TRANSFER.
 MB0316'AT TRANSFER, 0.2 MILE NORTH OF THE PENNSYLVANIA RAILROAD FREIGHT
 MB0316'STATION, AT BRIDGE 78.99, IN THE TOP OF THE NORTHEAST BRIDGE
 MB0316'SEAT, 27 FEET EAST OF THE EAST RAIL, AND ABOUT 4 FEET LOWER THAN
 MB0316'THE TRACK.  THE HIGH POINT OF A UNITED STATES GEOLOGICAL SURVEY
 MB0316'STANDARD DISK.  NOTE-- IT WAS REPORTED IN 1935 THAT THE STAMPING
 MB0316'ON THIS DISK HAD BEEN OBLITERATED AND THE THE DISK WAS ABOUT
 MB0316'THREE-FOURTHS DISINTEGRATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0201 ***********************************************************************
 MA0201  DESIGNATION -  99
 MA0201  PID         -  MA0201
 MA0201  STATE/COUNTY-  PA/ELK
 MA0201  USGS QUAD   -  WEEDVILLE (1986)
 MA0201
 MA0201                         *CURRENT SURVEY CONTROL
 MA0201  ___________________________________________________________________
 MA0201* NAD 83(1986)-  41 16 49.     (N)    078 26 01.     (W)     SCALED    
 MA0201* NAVD 88     -       342.643  (meters)    1124.15   (feet)  ADJUSTED  
 MA0201  ___________________________________________________________________
 MA0201  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 MA0201  DYNAMIC HT  -         342.486 (meters)    1123.64  (feet)  COMP
 MA0201  MODELED GRAV-     980,154.6   (mgal)                       NAVD 88
 MA0201
 MA0201  VERT ORDER  -  SECOND    CLASS 0
 MA0201
 MA0201.The horizontal coordinates were scaled from a topographic map and have
 MA0201.an estimated accuracy of +/- 6 seconds.
 MA0201
 MA0201.The orthometric height was determined by differential leveling
 MA0201.and adjusted by the National Geodetic Survey in June 1991..
 MA0201
 MA0201.The geoid height was determined by GEOID03.
 MA0201
 MA0201.The dynamic height is computed by dividing the NAVD 88
 MA0201.geopotential number by the normal gravity value computed on the
 MA0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0201.degrees latitude (g = 980.6199 gals.).
 MA0201
 MA0201.The modeled gravity was interpolated from observed gravity values.
 MA0201
 MA0201;                    North         East    Units  Estimated Accuracy
 MA0201;SPC PA N     -   123,900.      542,730.      MT  (+/- 180 meters Scaled)
 MA0201
 MA0201                          SUPERSEDED SURVEY CONTROL
 MA0201
 MA0201  NGVD 29 (??/??/92)  342.792  (m)         1124.64   (f) ADJ UNCH    2 0
 MA0201
 MA0201.Superseded values are not recommended for survey control.
 MA0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0201.See file dsdata.txt to determine how the superseded data were derived.
 MA0201
 MA0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF149730(NAD 83)
 MA0201_MARKER: Q = CHISELED SQUARE
 MA0201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0201_SP_SET: CULVERT
 MA0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0201
 MA0201  HISTORY     - Date     Condition        Report By
 MA0201  HISTORY     - UNK      MONUMENTED       PRR
 MA0201  HISTORY     - 1934     GOOD             NGS
 MA0201
 MA0201                          STATION DESCRIPTION
 MA0201
 MA0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0201'1.2 MI E FROM CALEDONIA.
 MA0201'ABOUT 1.2 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0201'CALEDONIA, ELK COUNTY, ABOUT 1,030 FEET EAST OF MILEPOST 22,
 MA0201'ON THE TOP OF THE NORTH END OF A 9-FOOT STONE ARCH CULVERT,
 MA0201'11 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 2-1/2
 MA0201'FEET LOWER THAN THE TOP OF THE RAIL.  A CHISELED SQUARE, MARKED
 MA0201'BY THE CHISELED LETTERS BM 99.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1241 ***********************************************************************
 LZ1241  DESIGNATION -  99
 LZ1241  PID         -  LZ1241
 LZ1241  STATE/COUNTY-  PA/CLINTON
 LZ1241  USGS QUAD   -  RENOVO EAST (1986)
 LZ1241
 LZ1241                         *CURRENT SURVEY CONTROL
 LZ1241  ___________________________________________________________________
 LZ1241* NAD 83(1986)-  41 19 10.     (N)    077 37 49.     (W)     SCALED    
 LZ1241* NAVD 88     -       195.207  (meters)     640.44   (feet)  ADJUSTED  
 LZ1241  ___________________________________________________________________
 LZ1241  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 LZ1241  DYNAMIC HT  -         195.117 (meters)     640.15  (feet)  COMP
 LZ1241  MODELED GRAV-     980,161.3   (mgal)                       NAVD 88
 LZ1241
 LZ1241  VERT ORDER  -  SECOND    CLASS 0
 LZ1241
 LZ1241.The horizontal coordinates were scaled from a topographic map and have
 LZ1241.an estimated accuracy of +/- 6 seconds.
 LZ1241
 LZ1241.The orthometric height was determined by differential leveling
 LZ1241.and adjusted by the National Geodetic Survey in June 1991..
 LZ1241
 LZ1241.The geoid height was determined by GEOID03.
 LZ1241
 LZ1241.The dynamic height is computed by dividing the NAVD 88
 LZ1241.geopotential number by the normal gravity value computed on the
 LZ1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1241.degrees latitude (g = 980.6199 gals.).
 LZ1241
 LZ1241.The modeled gravity was interpolated from observed gravity values.
 LZ1241
 LZ1241;                    North         East    Units  Estimated Accuracy
 LZ1241;SPC PA N     -   128,030.      610,020.      MT  (+/- 180 meters Scaled)
 LZ1241
 LZ1241                          SUPERSEDED SURVEY CONTROL
 LZ1241
 LZ1241  NGVD 29 (??/??/92)  195.391  (m)          641.05   (f) ADJ UNCH    2 0
 LZ1241
 LZ1241.Superseded values are not recommended for survey control.
 LZ1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1241.See file dsdata.txt to determine how the superseded data were derived.
 LZ1241
 LZ1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL798775(NAD 83)
 LZ1241_MARKER: R = RIVET
 LZ1241_SETTING: 66 = SET IN ROCK OUTCROP
 LZ1241_SP_SET: ROCK LEDGE
 LZ1241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ1241+STABILITY: POSITION/ELEVATION WELL
 LZ1241
 LZ1241  HISTORY     - Date     Condition        Report By
 LZ1241  HISTORY     - UNK      MONUMENTED       PRR
 LZ1241  HISTORY     - 1934     GOOD             NGS
 LZ1241
 LZ1241                          STATION DESCRIPTION
 LZ1241
 LZ1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1241'7.8 MI E FROM RENOVO.
 LZ1241'ABOUT 7.8 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM RENOVO,
 LZ1241'CLINTON COUNTY, ABOUT 160 FEET WEST OF MILEPOST 203, ABOUT 2,500
 LZ1241'FEET EAST OF THE 7-SPAN STATE HIGHWAY BRIDGE OVER SUSQUEHANNA
 LZ1241'RIVER, 12-1/2 FEET NORTH OF THE WEST-BOUND TRACK, 11 FEET WEST
 LZ1241'OF A POLE, IN THE TOP OF A ROCK LEDGE, AND ABOUT 2 FEET HIGHER
 LZ1241'THAN THE TOP OF THE RAIL.  A COPPER RIVET, MARKED BY THE CHISELED
 LZ1241'LETTERS BM 99.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1244 ***********************************************************************
 LZ1244  DESIGNATION -  99 A
 LZ1244  PID         -  LZ1244
 LZ1244  STATE/COUNTY-  PA/CLINTON
 LZ1244  USGS QUAD   -  RENOVO EAST (1986)
 LZ1244
 LZ1244                         *CURRENT SURVEY CONTROL
 LZ1244  ___________________________________________________________________
 LZ1244* NAD 83(1986)-  41 19 55.     (N)    077 38 48.     (W)     SCALED    
 LZ1244* NAVD 88     -       195.233  (meters)     640.53   (feet)  ADJUSTED  
 LZ1244  ___________________________________________________________________
 LZ1244  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 LZ1244  DYNAMIC HT  -         195.148 (meters)     640.25  (feet)  COMP
 LZ1244  MODELED GRAV-     980,185.7   (mgal)                       NAVD 88
 LZ1244
 LZ1244  VERT ORDER  -  SECOND    CLASS 0
 LZ1244
 LZ1244.The horizontal coordinates were scaled from a topographic map and have
 LZ1244.an estimated accuracy of +/- 6 seconds.
 LZ1244
 LZ1244.The orthometric height was determined by differential leveling
 LZ1244.and adjusted by the National Geodetic Survey in June 1991..
 LZ1244
 LZ1244.The geoid height was determined by GEOID03.
 LZ1244
 LZ1244.The dynamic height is computed by dividing the NAVD 88
 LZ1244.geopotential number by the normal gravity value computed on the
 LZ1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1244.degrees latitude (g = 980.6199 gals.).
 LZ1244
 LZ1244.The modeled gravity was interpolated from observed gravity values.
 LZ1244
 LZ1244;                    North         East    Units  Estimated Accuracy
 LZ1244;SPC PA N     -   129,410.      608,650.      MT  (+/- 180 meters Scaled)
 LZ1244
 LZ1244                          SUPERSEDED SURVEY CONTROL
 LZ1244
 LZ1244  NGVD 29 (??/??/92)  195.423  (m)          641.15   (f) ADJ UNCH    2 0
 LZ1244
 LZ1244.Superseded values are not recommended for survey control.
 LZ1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1244.See file dsdata.txt to determine how the superseded data were derived.
 LZ1244
 LZ1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL785789(NAD 83)
 LZ1244_MARKER: R = RIVET
 LZ1244_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1244_SP_SET: ABUTMENT
 LZ1244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1244
 LZ1244  HISTORY     - Date     Condition        Report By
 LZ1244  HISTORY     - UNK      MONUMENTED       PRR
 LZ1244  HISTORY     - 1934     GOOD             NGS
 LZ1244
 LZ1244                          STATION DESCRIPTION
 LZ1244
 LZ1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1244'6.5 MI E FROM RENOVO.
 LZ1244'ABOUT 6.5 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LZ1244'STATION AT RENOVO, CLINTON COUNTY, ABOUT 700 FEET WEST OF THE
 LZ1244'STATION AT HYNER, AT MILEAGE 201.7, AT BRIDGE 201.69, IN THE
 LZ1244'TOP OF THE SOUTH END OF THE EAST STONE ABUTMENT, 10 FEET SOUTH
 LZ1244'OF THE CENTER LINE OF THE EAST-BOUND TRACK, AND ABOUT 1-1/2 FEET
 LZ1244'LOWER THAN THE TOP OF THE RAIL.  A COPPER RIVET, MARKED BY THE
 LZ1244'CHISELED LETTERS BM 99A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2774 ***********************************************************************
 KV2774  DESIGNATION -  99 LVRR
 KV2774  PID         -  KV2774
 KV2774  STATE/COUNTY-  PA/CARBON
 KV2774  USGS QUAD   -  LEHIGHTON (1997)
 KV2774
 KV2774                         *CURRENT SURVEY CONTROL
 KV2774  ___________________________________________________________________
 KV2774* NAD 83(1986)-  40 47 47.     (N)    075 40 02.     (W)     SCALED    
 KV2774* NAVD 88     -       131.093  (meters)     430.09   (feet)  POSTED    
 KV2774  ___________________________________________________________________
 KV2774  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KV2774  DYNAMIC HT  -         131.030 (meters)     429.89  (feet)  COMP
 KV2774  MODELED GRAV-     980,141.8   (mgal)                       NAVD 88
 KV2774
 KV2774  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 KV2774
 KV2774.The horizontal coordinates were scaled from a topographic map and have
 KV2774.an estimated accuracy of +/- 6 seconds.
 KV2774
 KV2774.The orthometric height was determined by differential leveling
 KV2774.and adjusted by the National Geodetic Survey in 1992..
 KV2774.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 KV2774.rate of 4.1 thru 8.0 mm/km.
 KV2774
 KV2774.The geoid height was determined by GEOID03.
 KV2774
 KV2774.The dynamic height is computed by dividing the NAVD 88
 KV2774.geopotential number by the normal gravity value computed on the
 KV2774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2774.degrees latitude (g = 980.6199 gals.).
 KV2774
 KV2774.The modeled gravity was interpolated from observed gravity values.
 KV2774
 KV2774;                    North         East    Units  Estimated Accuracy
 KV2774;SPC PA N     -    72,050.      775,760.      MT  (+/- 180 meters Scaled)
 KV2774
 KV2774                          SUPERSEDED SURVEY CONTROL
 KV2774
 KV2774  NGVD 29 (??/??/??)  131.306  (m)          430.79   (f) ADJUSTED    2 0
 KV2774
 KV2774.Superseded values are not recommended for survey control.
 KV2774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2774.See file dsdata.txt to determine how the superseded data were derived.
 KV2774
 KV2774_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL437163(NAD 83)
 KV2774_MARKER: B = BOLT
 KV2774_SETTING: 66 = SET IN ROCK OUTCROP
 KV2774_SP_SET: ROCK CUT
 KV2774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV2774+STABILITY: POSITION/ELEVATION WELL
 KV2774
 KV2774  HISTORY     - Date     Condition        Report By
 KV2774  HISTORY     - 1934     MONUMENTED       LVRR
 KV2774  HISTORY     - 1942     MARK NOT FOUND   CGS
 KV2774
 KV2774                          STATION DESCRIPTION
 KV2774
 KV2774'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2774'AT BOWMANS.
 KV2774'AT BOWMANS, CARBON COUNTY, ON THE LEHIGH VALLEY RAILROAD, IN
 KV2774'A ROCK CUT SOUTH OF THE STATION, ABOUT 2,100 FEET NORTH OF
 KV2774'MILEPOST 115, BETWEEN POLES 115+20 AND 115+21, 20 FEET WEST OF
 KV2774'THE CENTER LINE OF THE SOUTH-BOUND TRACK, AND IN A LEDGE, ABOUT
 KV2774'1 FOOT LOWER THAN THE TOP OF THE RAIL.  AN IRON BOLT.  NOTE-- IT
 KV2774'IS BELIEVED TO BE COVERED UP DUE TO THE RECENT CAVING OF THE ROCK
 KV2774'CLIFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1298 ***********************************************************************
 MA1298  DESIGNATION -  993.07
 MA1298  PID         -  MA1298
 MA1298  STATE/COUNTY-  PA/VENANGO
 MA1298  USGS QUAD   -  FRANKLIN (1972)
 MA1298
 MA1298                         *CURRENT SURVEY CONTROL
 MA1298  ___________________________________________________________________
 MA1298* NAD 83(1986)-  41 24 32.     (N)    079 47 34.     (W)     SCALED    
 MA1298* NAVD 88     -       305.318  (meters)    1001.70   (feet)  ADJUSTED  
 MA1298  ___________________________________________________________________
 MA1298  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 MA1298  DYNAMIC HT  -         305.187 (meters)    1001.27  (feet)  COMP
 MA1298  MODELED GRAV-     980,184.0   (mgal)                       NAVD 88
 MA1298
 MA1298  VERT ORDER  -  SECOND    CLASS 0
 MA1298
 MA1298.The horizontal coordinates were scaled from a topographic map and have
 MA1298.an estimated accuracy of +/- 6 seconds.
 MA1298
 MA1298.The orthometric height was determined by differential leveling
 MA1298.and adjusted by the National Geodetic Survey in June 1991..
 MA1298
 MA1298.The geoid height was determined by GEOID03.
 MA1298
 MA1298.The dynamic height is computed by dividing the NAVD 88
 MA1298.geopotential number by the normal gravity value computed on the
 MA1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1298.degrees latitude (g = 980.6199 gals.).
 MA1298
 MA1298.The modeled gravity was interpolated from observed gravity values.
 MA1298
 MA1298;                    North         East    Units  Estimated Accuracy
 MA1298;SPC PA N     -   139,970.      429,220.      MT  (+/- 180 meters Scaled)
 MA1298
 MA1298                          SUPERSEDED SURVEY CONTROL
 MA1298
 MA1298  NGVD 29 (??/??/92)  305.502  (m)         1002.30   (f) ADJ UNCH    2 0
 MA1298
 MA1298.Superseded values are not recommended for survey control.
 MA1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1298.See file dsdata.txt to determine how the superseded data were derived.
 MA1298
 MA1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF009848(NAD 83)
 MA1298_MARKER: X = CHISELED CROSS
 MA1298_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1298_SP_SET: ABUTMENT
 MA1298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1298
 MA1298  HISTORY     - Date     Condition        Report By
 MA1298  HISTORY     - UNK      MONUMENTED       AOCO
 MA1298  HISTORY     - 1935     GOOD             NGS
 MA1298
 MA1298                          STATION DESCRIPTION
 MA1298
 MA1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1298'2.4 MI E FROM FRANKLIN.
 MA1298'ABOUT 2.4 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MA1298'FRANKLIN, VENANGO COUNTY, ABOUT 0.5 MILE EAST OF THE EAST END OF
 MA1298'THE ECLIPSE WORKS OF THE ATLANTIC REFINING CO., ABOUT 50 FEET
 MA1298'WEST OF STATION 4235, AT A 60-FOOT SPAN DECK BRIDGE OVER TWO
 MA1298'MILE RUN, ON THE TOP OF THE SOUTH CONCRETE WALL OF THE EAST
 MA1298'ABUTMENT, 1 FOOT EAST OF THE WEST END, 5 FEET SOUTH OF THE SOUTH
 MA1298'RAIL, AND ABOUT 0.5 FOOT LOWER THAN THE TRACK.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1761 ***********************************************************************
 LY1761  DESIGNATION -  994.86
 LY1761  PID         -  LY1761
 LY1761  STATE/COUNTY-  PA/LACKAWANNA
 LY1761  USGS QUAD   -  CARBONDALE (1994)
 LY1761
 LY1761                         *CURRENT SURVEY CONTROL
 LY1761  ___________________________________________________________________
 LY1761* NAD 83(1986)-  41 33 01.     (N)    075 31 27.     (W)     SCALED    
 LY1761* NAVD 88     -       303.245  (meters)     994.90   (feet)  ADJUSTED  
 LY1761  ___________________________________________________________________
 LY1761  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 LY1761  DYNAMIC HT  -         303.124 (meters)     994.50  (feet)  COMP
 LY1761  MODELED GRAV-     980,216.2   (mgal)                       NAVD 88
 LY1761
 LY1761  VERT ORDER  -  SECOND    CLASS 0
 LY1761
 LY1761.The horizontal coordinates were scaled from a topographic map and have
 LY1761.an estimated accuracy of +/- 6 seconds.
 LY1761
 LY1761.The orthometric height was determined by differential leveling
 LY1761.and adjusted by the National Geodetic Survey in June 1991..
 LY1761
 LY1761.The geoid height was determined by GEOID03.
 LY1761
 LY1761.The dynamic height is computed by dividing the NAVD 88
 LY1761.geopotential number by the normal gravity value computed on the
 LY1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1761.degrees latitude (g = 980.6199 gals.).
 LY1761
 LY1761.The modeled gravity was interpolated from observed gravity values.
 LY1761
 LY1761;                    North         East    Units  Estimated Accuracy
 LY1761;SPC PA N     -   156,040.      785,680.      MT  (+/- 180 meters Scaled)
 LY1761
 LY1761                          SUPERSEDED SURVEY CONTROL
 LY1761
 LY1761  NGVD 29 (??/??/92)  303.441  (m)          995.54   (f) ADJ UNCH    2 0
 LY1761
 LY1761.Superseded values are not recommended for survey control.
 LY1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1761.See file dsdata.txt to determine how the superseded data were derived.
 LY1761
 LY1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL562999(NAD 83)
 LY1761_MARKER: X = CHISELED CROSS
 LY1761_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1761_SP_SET: BRIDGE SEAT
 LY1761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1761
 LY1761  HISTORY     - Date     Condition        Report By
 LY1761  HISTORY     - UNK      MONUMENTED       DHRR
 LY1761  HISTORY     - 1934     GOOD             NGS
 LY1761  HISTORY     - 1969     GOOD             NGS
 LY1761
 LY1761                          STATION DESCRIPTION
 LY1761
 LY1761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY1761'AT MAYFIELD.
 LY1761'AT MAYFIELD, LACKAWANNA COUNTY, ON THE DELAWARE AND HUDSON
 LY1761'RAILROAD, AT 36-FOOT GIRDER BRIDGE 60/30 OVER LEES CROSSING, ON
 LY1761'THE SOUTHWEST CORNER OF THE NORTH BRIDGE SEAT, AND 30 FEET WEST
 LY1761'OF THE CENTERLINE OF THE BRIDGE.  A CHISELED CROSS.
 LY1761
 LY1761                          STATION RECOVERY (1969)
 LY1761
 LY1761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LY1761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0911 ***********************************************************************
 JW0911  DESIGNATION -  999
 JW0911  PID         -  JW0911
 JW0911  STATE/COUNTY-  PA/FAYETTE
 JW0911  USGS QUAD   -  UNIONTOWN (1977)
 JW0911
 JW0911                         *CURRENT SURVEY CONTROL
 JW0911  ___________________________________________________________________
 JW0911* NAD 83(1986)-  39 54 05.     (N)    079 43 23.     (W)     SCALED    
 JW0911* NAVD 88     -       304.387  (meters)     998.64   (feet)  POSTED    
 JW0911  ___________________________________________________________________
 JW0911  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JW0911  DYNAMIC HT  -         304.210 (meters)     998.06  (feet)  COMP
 JW0911  MODELED GRAV-     980,047.6   (mgal)                       NAVD 88
 JW0911
 JW0911  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JW0911
 JW0911.The horizontal coordinates were scaled from a topographic map and have
 JW0911.an estimated accuracy of +/- 6 seconds.
 JW0911
 JW0911.The orthometric height was determined by differential leveling
 JW0911.and adjusted by the National Geodetic Survey in 1992..
 JW0911.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JW0911.rate of 4.1 thru 8.0 mm/km.
 JW0911
 JW0911.The geoid height was determined by GEOID03.
 JW0911
 JW0911.The dynamic height is computed by dividing the NAVD 88
 JW0911.geopotential number by the normal gravity value computed on the
 JW0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0911.degrees latitude (g = 980.6199 gals.).
 JW0911
 JW0911.The modeled gravity was interpolated from observed gravity values.
 JW0911
 JW0911;                    North         East    Units  Estimated Accuracy
 JW0911;SPC PA S     -    64,960.      431,280.      MT  (+/- 180 meters Scaled)
 JW0911
 JW0911                          SUPERSEDED SURVEY CONTROL
 JW0911
 JW0911  NGVD 29 (??/??/92)  304.472  (m)          998.92   (f) ADJ UNCH    1 2
 JW0911
 JW0911.Superseded values are not recommended for survey control.
 JW0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0911.See file dsdata.txt to determine how the superseded data were derived.
 JW0911
 JW0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE091175(NAD 83)
 JW0911_MARKER: DD = SURVEY DISK
 JW0911_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0911_SP_SET: BUILDING
 JW0911_STAMPING: PITTSBURG 999 1899
 JW0911_MARK LOGO: USGS  
 JW0911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0911
 JW0911  HISTORY     - Date     Condition        Report By
 JW0911  HISTORY     - 1899     MONUMENTED       USGS
 JW0911  HISTORY     - 1941     GOOD             NGS
 JW0911
 JW0911                          STATION DESCRIPTION
 JW0911
 JW0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JW0911'AT UNIONTOWN.
 JW0911'AT UNIONTOWN, AT THE COUNTY COURTHOUSE, IN THE SOUTH WALL, 20
 JW0911'FEET WEST OF THE SOUTH ENTRANCE, 21 FEET EAST OF THE SOUTHWEST
 JW0911'CORNER OF THE BUILDING, AND 4-1/2 FEET ABOVE THE GROUND.  A
 JW0911'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 999
 JW0911'PITTSBURG 1899 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0938 ***********************************************************************
 JW0938  DESIGNATION -  999
 JW0938  PID         -  JW0938
 JW0938  STATE/COUNTY-  PA/FAYETTE
 JW0938  USGS QUAD   -  SOUTH CONNELLSVILLE (1973)
 JW0938
 JW0938                         *CURRENT SURVEY CONTROL
 JW0938  ___________________________________________________________________
 JW0938* NAD 83(1986)-  39 58 31.     (N)    079 36 58.     (W)     SCALED    
 JW0938* NAVD 88     -       304.216  (meters)     998.08   (feet)  POSTED    
 JW0938  ___________________________________________________________________
 JW0938  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 JW0938  DYNAMIC HT  -         304.040 (meters)     997.50  (feet)  COMP
 JW0938  MODELED GRAV-     980,037.9   (mgal)                       NAVD 88
 JW0938
 JW0938  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JW0938
 JW0938.The horizontal coordinates were scaled from a topographic map and have
 JW0938.an estimated accuracy of +/- 6 seconds.
 JW0938
 JW0938.The orthometric height was determined by differential leveling
 JW0938.and adjusted by the National Geodetic Survey in 1992..
 JW0938.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JW0938.rate of 4.1 thru 8.0 mm/km.
 JW0938
 JW0938.The geoid height was determined by GEOID03.
 JW0938
 JW0938.The dynamic height is computed by dividing the NAVD 88
 JW0938.geopotential number by the normal gravity value computed on the
 JW0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0938.degrees latitude (g = 980.6199 gals.).
 JW0938
 JW0938.The modeled gravity was interpolated from observed gravity values.
 JW0938
 JW0938;                    North         East    Units  Estimated Accuracy
 JW0938;SPC PA S     -    72,960.      440,600.      MT  (+/- 180 meters Scaled)
 JW0938
 JW0938                          SUPERSEDED SURVEY CONTROL
 JW0938
 JW0938  NGVD 29 (??/??/92)  304.370  (m)          998.59   (f) ADJ UNCH    1 2
 JW0938
 JW0938.Superseded values are not recommended for survey control.
 JW0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0938.See file dsdata.txt to determine how the superseded data were derived.
 JW0938
 JW0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE181259(NAD 83)
 JW0938_MARKER: DD = SURVEY DISK
 JW0938_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0938_SP_SET: BUILDING
 JW0938_STAMPING: 999
 JW0938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0938
 JW0938  HISTORY     - Date     Condition        Report By
 JW0938  HISTORY     - UNK      MONUMENTED       USGS
 JW0938  HISTORY     - 1935     GOOD             NGS
 JW0938  HISTORY     - 1941     GOOD             NGS
 JW0938
 JW0938                          STATION DESCRIPTION
 JW0938
 JW0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0938'AT DUNBAR.
 JW0938'AT DUNBAR, FAYETTE COUNTY, ABOUT 200 FEET NORTH OF THE BALTIMORE
 JW0938'AND OHIO RAILROAD STATION, 46 FEET SOUTH OF THE SOUTH CORNER OF A
 JW0938'METHODIST EPISCOPAL CHURCH, IN THE NORTHWEST CORNER OF THE WEST
 JW0938'FACE OF A DEPARTMENT STORE, 6.4 FEET NORTHEAST OF THE NORTHEAST
 JW0938'EDGE OF THE WEST ENTRANCE, 6 FEET SOUTHEAST OF THE SOUTHEAST CURB
 JW0938'OF A STREET, AND ABOUT 2 FEET HIGHER THAN THE SIDEWALK.  A UNITED
 JW0938'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 999 AND SET
 JW0938'VERTICALLY.
 JW0938
 JW0938                          STATION RECOVERY (1941)
 JW0938
 JW0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 JW0938'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1065 ***********************************************************************
 JW1065  DESIGNATION -  999 RESET
 JW1065  PID         -  JW1065
 JW1065  STATE/COUNTY-  PA/FAYETTE
 JW1065  USGS QUAD   -  UNIONTOWN (1977)
 JW1065
 JW1065                         *CURRENT SURVEY CONTROL
 JW1065  ___________________________________________________________________
 JW1065* NAD 83(1986)-  39 54 05.     (N)    079 43 22.     (W)     SCALED    
 JW1065* NAVD 88     -       304.342  (meters)     998.50   (feet)  ADJUSTED  
 JW1065  ___________________________________________________________________
 JW1065  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JW1065  DYNAMIC HT  -         304.169 (meters)     997.93  (feet)  COMP
 JW1065  MODELED GRAV-     980,047.4   (mgal)                       NAVD 88
 JW1065
 JW1065  VERT ORDER  -  FIRST     CLASS II
 JW1065
 JW1065.The horizontal coordinates were scaled from a topographic map and have
 JW1065.an estimated accuracy of +/- 6 seconds.
 JW1065
 JW1065.The orthometric height was determined by differential leveling
 JW1065.and adjusted by the National Geodetic Survey in June 1991..
 JW1065
 JW1065.The geoid height was determined by GEOID03.
 JW1065
 JW1065.The dynamic height is computed by dividing the NAVD 88
 JW1065.geopotential number by the normal gravity value computed on the
 JW1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1065.degrees latitude (g = 980.6199 gals.).
 JW1065
 JW1065.The modeled gravity was interpolated from observed gravity values.
 JW1065
 JW1065;                    North         East    Units  Estimated Accuracy
 JW1065;SPC PA S     -    64,960.      431,310.      MT  (+/- 180 meters Scaled)
 JW1065
 JW1065                          SUPERSEDED SURVEY CONTROL
 JW1065
 JW1065.No superseded survey control is available for this station.
 JW1065
 JW1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE091175(NAD 83)
 JW1065_MARKER: DD = SURVEY DISK
 JW1065_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JW1065_SP_SET: BUILDING
 JW1065_STAMPING: 999 PITTSBURG 1899 1962
 JW1065_MARK LOGO: USGS  
 JW1065_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1065_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1065+STABILITY: POSITION/ELEVATION WELL
 JW1065
 JW1065  HISTORY     - Date     Condition        Report By
 JW1065  HISTORY     - 1962     MONUMENTED       RBNF
 JW1065  HISTORY     - 1974     GOOD             NGS
 JW1065  HISTORY     - 1983     GOOD             NGS
 JW1065  HISTORY     - 19921115 GOOD             NGS
 JW1065  HISTORY     - 20021202 GOOD             PADT
 JW1065
 JW1065                          STATION DESCRIPTION
 JW1065
 JW1065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JW1065'THE MARK WAS RECOVERED AND FOUND IN GOOD CONDITION. IT APPEARED LIKE
 JW1065'THE STAMPING HAS BEEN CHANGED SINCE THE DISK WAS SET IN 1899. THE
 JW1065'DISK APPEARED TO BE THE ORIGINAL DISK AND THERE WAS NO EVIDENCE OF IT
 JW1065'EVER BEING MOVED. HOWEVER IT DOES HAVE 1962 STAMPED ABOVE THE 1899.
 JW1065'THE DISK IS SET VERTICALLY IN THE SOUTH WALL OF THE FAYETTE COUNTY
 JW1065'COURTHOUSE IN UNIONTOWN. IT IS ABOUT MIDWAY BETWEEN THE ENTRANCE AND
 JW1065'THE SOUTHWEST CORNER. IT IS ABOUT 21 FEET EAST OF THE SOUTHWEST
 JW1065'CORNER AND ABOUT 4 FEET ABOVE THE GROUND.
 JW1065
 JW1065                          STATION RECOVERY (1983)
 JW1065
 JW1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW1065'IN UNIONTOWN.
 JW1065'THE MARK IS 1.3 M ABOVE GROUND.
 JW1065'IN UNIONTOWN, AT THE COUNTY COURTHOUSE, SET VERTICALLY IN THE SOUTH
 JW1065'FACE OF THE BUILDING, 9.85 METERS (32.3 FT) NORTH OF THE NORTH CURB OF
 JW1065'EAST MAIN STREET, 6.43 (21.1 FT) EAST OF THE MOST SOUTHWESTERLY CORNER
 JW1065'OF THE BUILDING, 7.59 METERS (24.9 FT) WEST OF THE CENTER OF THE TWO
 JW1065'WOODEN DOORS OF THE MAIN ENTRANCE TO THE BUILDING, 1.28 METERS
 JW1065'(4.2 FT) EAST OF THE INNER SOUTHWEST CORNER OF THE BUILDING.  NOTE--IT
 JW1065'APPEARS THAT THE ORIGINAL DISK FOR BM 999 USGS WAS RESET WITH ONLY A
 JW1065'NEW DATE ADDED TO THE STAMPING.
 JW1065
 JW1065                          STATION RECOVERY (1992)
 JW1065
 JW1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 JW1065'IN UNIONTOWN, SET VERTICALLY IN THE SOUTH FACE OF THE COURTHOUSE AT 61
 JW1065'MAIN STREET, 1.9 M (6.2 FT) NORTH OF THE NORTH STREET CURB, 7.6 M
 JW1065'(24.9 FT) WEST OF THE CENTER OF THE SOUTH ENTRANCE TO THE BUILDING,
 JW1065'6.4 M (21.0 FT) EAST OF THE SOUTHWEST CORNER OF THE BUILDING, 1.3 M
 JW1065'(4.3 FT) EAST OF THE INNER SOUTHWEST CORNER OF THE BUILDING, AND 1.2
 JW1065'M (3.9 FT) ABOVE THE GROUND SURFACE.
 JW1065
 JW1065                          STATION RECOVERY (2002)
 JW1065
 JW1065'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (DMP)
 JW1065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1598 ***********************************************************************
 KW1598  DESIGNATION -  999.5 USGS
 KW1598  PID         -  KW1598
 KW1598  STATE/COUNTY-  PA/CENTRE
 KW1598  USGS QUAD   -  COBURN (1973)
 KW1598
 KW1598                         *CURRENT SURVEY CONTROL
 KW1598  ___________________________________________________________________
 KW1598* NAD 83(1986)-  40 51 04.     (N)    077 26 12.     (W)     SCALED    
 KW1598* NAVD 88     -       304.664  (meters)     999.55   (feet)  ADJUSTED  
 KW1598  ___________________________________________________________________
 KW1598  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 KW1598  DYNAMIC HT  -         304.515 (meters)     999.06  (feet)  COMP
 KW1598  MODELED GRAV-     980,127.5   (mgal)                       NAVD 88
 KW1598
 KW1598  VERT ORDER  -  SECOND    CLASS 0
 KW1598
 KW1598.The horizontal coordinates were scaled from a topographic map and have
 KW1598.an estimated accuracy of +/- 6 seconds.
 KW1598
 KW1598.The orthometric height was determined by differential leveling
 KW1598.and adjusted by the National Geodetic Survey in June 1991..
 KW1598
 KW1598.The geoid height was determined by GEOID03.
 KW1598
 KW1598.The dynamic height is computed by dividing the NAVD 88
 KW1598.geopotential number by the normal gravity value computed on the
 KW1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1598.degrees latitude (g = 980.6199 gals.).
 KW1598
 KW1598.The modeled gravity was interpolated from observed gravity values.
 KW1598
 KW1598;                    North         East    Units  Estimated Accuracy
 KW1598;SPC PA N     -    76,060.      626,420.      MT  (+/- 180 meters Scaled)
 KW1598
 KW1598                          SUPERSEDED SURVEY CONTROL
 KW1598
 KW1598  NGVD 29 (??/??/??)  304.873  (m)         1000.24   (f) ADJUSTED    2 0
 KW1598
 KW1598.Superseded values are not recommended for survey control.
 KW1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1598.See file dsdata.txt to determine how the superseded data were derived.
 KW1598
 KW1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL946250(NAD 83)
 KW1598_MARKER: Q = CHISELED SQUARE
 KW1598_SETTING: 80 = SET IN A BOULDER
 KW1598_SP_SET: BOULDER
 KW1598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1598+STABILITY: SURFACE MOTION
 KW1598
 KW1598  HISTORY     - Date     Condition        Report By
 KW1598  HISTORY     - UNK      MONUMENTED       USGS
 KW1598  HISTORY     - 1934     GOOD             CGS
 KW1598
 KW1598                          STATION DESCRIPTION
 KW1598
 KW1598'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1598'2 MI E FROM COBURN.
 KW1598'2,300 FEET EAST OF MILEPOST 35, 12 FEET NORTH OF THE NORTH RAIL,
 KW1598'ON THE TOP OF A 6 BY 3 FOOT BOULDER, AND ABOUT LEVEL WITH THE
 KW1598'TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9257 ***********************************************************************
 AA9257  SACS        -  This is a Secondary Airport Control Station.
 AA9257  DESIGNATION -  9D4 A
 AA9257  PID         -  AA9257
 AA9257  STATE/COUNTY-  PA/LEBANON
 AA9257  USGS QUAD   -  RICHLAND (1984)
 AA9257
 AA9257                         *CURRENT SURVEY CONTROL
 AA9257  ___________________________________________________________________
 AA9257* NAD 83(1992)-  40 20 48.57653(N)    076 19 45.59481(W)     ADJUSTED  
 AA9257* NAVD 88     -       155.62   (meters)     510.6    (feet)  GPS OBS   
 AA9257  ___________________________________________________________________
 AA9257  X           -   1,150,496.383 (meters)                     COMP
 AA9257  Y           -  -4,730,048.173 (meters)                     COMP
 AA9257  Z           -   4,107,489.804 (meters)                     COMP
 AA9257  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 AA9257  ELLIP HEIGHT-         120.85  (meters)          (08/09/01) GPS OBS
 AA9257  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 AA9257
 AA9257  HORZ ORDER  -  FIRST
 AA9257  ELLP ORDER  -  FOURTH    CLASS II
 AA9257
 AA9257.This mark is at Decks Airport (9D4)
 AA9257
 AA9257.The horizontal coordinates were established by GPS observations
 AA9257.and adjusted by the National Geodetic Survey in April 1998..
 AA9257
 AA9257.The orthometric height was determined by GPS observations and a
 AA9257.high-resolution geoid model.
 AA9257
 AA9257.GPS derived orthometric heights for airport stations designated as
 AA9257.PACS or SACS are published to 2 decimal places.  This maintains
 AA9257.centimeter relative accuracy between the PACS and SACS.  It does
 AA9257.not indicate centimeter accuracy relative to other marks which are
 AA9257.part of the NAVD 88 network.
 AA9257
 AA9257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9257
 AA9257.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9257
 AA9257.The ellipsoidal height was determined by GPS observations
 AA9257.and is referenced to NAD 83.
 AA9257
 AA9257.The geoid height was determined by GEOID03.
 AA9257
 AA9257;                    North         East     Units Scale Factor Converg.
 AA9257;SPC PA S     -   113,503.802   720,690.430   MT  0.99996114   +0 55 18.2
 AA9257;SPC PA S     -   372,387.06  2,364,465.19   sFT  0.99996114   +0 55 18.2
 AA9257;UTM  18      - 4,467,100.740   387,103.138   MT  0.99975689   -0 51 38.6
 AA9257
 AA9257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9257!SPC PA S     -   0.99998104  x   0.99996114  =   0.99994218
 AA9257!UTM  18      -   0.99998104  x   0.99975689  =   0.99973794
 AA9257
 AA9257                          SUPERSEDED SURVEY CONTROL
 AA9257
 AA9257  ELLIP H (04/02/98)  120.98   (m)                       GP(       ) 4 2
 AA9257  NAD 83(1993)-  40 20 48.57577(N)    076 19 45.59501(W) AD(       ) 1
 AA9257  ELLIP H (11/30/95)  121.00   (m)                       GP(       ) 4 2
 AA9257
 AA9257.Superseded values are not recommended for survey control.
 AA9257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9257.See file dsdata.txt to determine how the superseded data were derived.
 AA9257
 AA9257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK8710367101(NAD 83)
 AA9257_MARKER: I = METAL ROD
 AA9257_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA9257_STAMPING: 9D4 A 1994
 AA9257_MARK LOGO: NGS   
 AA9257_PROJECTION: FLUSH
 AA9257_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9257_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA9257+STABILITY: POSITION/ELEVATION WELL
 AA9257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9257+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1996
 AA9257_ROD/PIPE-DEPTH: 9.4  meters
 AA9257_SLEEVE-DEPTH  : 1.0 meters
 AA9257
 AA9257  HISTORY     - Date     Condition        Report By
 AA9257  HISTORY     - 1994     MONUMENTED       NGS
 AA9257  HISTORY     - 19940905 GOOD             NGS
 AA9257  HISTORY     - 19960914 GOOD             NGS
 AA9257  HISTORY     - 20051105 GOOD             GEOCAC
 AA9257
 AA9257                          STATION DESCRIPTION
 AA9257
 AA9257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9257'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTHEAST OF LEBANON, 2.0
 AA9257'MI (3.2 KM) SOPUTHWEST OF MYERSTOWN, AT THE DECKS AIRPORT, AT THE
 AA9257'SOUTH END OF RUNWAY 01-19, IN A GRASS AREA BETWEEN THE FUEL TANK AND
 AA9257'RUNWAY END 01.  OWNERSHIP--PRIVATE.  AIR/DECK, INC.  351 SOUTH RAMONA
 AA9257'ROAD, LEBANON PA 17042.  PHONE 717-866-6071.
 AA9257' 
 AA9257'LOCATED 35.6 M (116.8 FT) EAST FROM CENTER OF FUEL TANK, 34.1 M (111.9
 AA9257'FT) SOUTHWEST FROM CENTERLINE END RUNWAY 01, 11.9 M (39.0 FT) SOUTH
 AA9257'FROM EDGE OF CONNECTING TAXIWAY, 9.4 M (30.8 FT) NORTH FROM CENTERLINE
 AA9257'OF TRACK ROAD.
 AA9257' 
 AA9257'DESCRIBED BY KLF
 AA9257
 AA9257                          STATION RECOVERY (1996)
 AA9257
 AA9257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9257'RECOVERED AS DESCRIBED.
 AA9257
 AA9257                          STATION RECOVERY (2005)
 AA9257
 AA9257'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 AA9257'NOTE-MARK IS APPROXIMATELY 35 FEET FROM A PRIVATELY SET STATION
 AA9257'STAMPED FUEHRER ASSOCIATES EPHRATA THAT IS CLOSER TO THE RUNWAY
 AA9257'CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9258 ***********************************************************************
 AA9258  CBN         -  This is a Cooperative Base Network Control Station.
 AA9258  PACS        -  This is a Primary Airport Control Station.
 AA9258  DESIGNATION -  9D4 B
 AA9258  PID         -  AA9258
 AA9258  STATE/COUNTY-  PA/LEBANON
 AA9258  USGS QUAD   -  RICHLAND (1984)
 AA9258
 AA9258                         *CURRENT SURVEY CONTROL
 AA9258  ___________________________________________________________________
 AA9258* NAD 83(1992)-  40 21 10.58738(N)    076 19 45.28174(W)     ADJUSTED  
 AA9258* NAVD 88     -       159.69   (meters)     523.9    (feet)  GPS OBS   
 AA9258  ___________________________________________________________________
 AA9258  X           -   1,150,400.404 (meters)                     COMP
 AA9258  Y           -  -4,729,622.316 (meters)                     COMP
 AA9258  Z           -   4,108,009.858 (meters)                     COMP
 AA9258  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 AA9258  ELLIP HEIGHT-         124.92  (meters)          (03/28/01) GPS OBS
 AA9258  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 AA9258
 AA9258  HORZ ORDER  -  B
 AA9258  ELLP ORDER  -  THIRD     CLASS II
 AA9258
 AA9258.This mark is at Decks Airport (9D4)
 AA9258
 AA9258.The horizontal coordinates were established by GPS observations
 AA9258.and adjusted by the National Geodetic Survey in March 1998..
 AA9258
 AA9258.The orthometric height was determined by GPS observations and a
 AA9258.high-resolution geoid model.
 AA9258
 AA9258.GPS derived orthometric heights for airport stations designated as
 AA9258.PACS or SACS are published to 2 decimal places.  This maintains
 AA9258.centimeter relative accuracy between the PACS and SACS.  It does
 AA9258.not indicate centimeter accuracy relative to other marks which are
 AA9258.part of the NAVD 88 network.
 AA9258
 AA9258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9258
 AA9258.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9258
 AA9258.The ellipsoidal height was determined by GPS observations
 AA9258.and is referenced to NAD 83.
 AA9258
 AA9258.The geoid height was determined by GEOID03.
 AA9258
 AA9258;                    North         East     Units Scale Factor Converg.
 AA9258;SPC PA S     -   114,182.727   720,686.895   MT  0.99996095   +0 55 18.4
 AA9258;SPC PA S     -   374,614.50  2,364,453.59   sFT  0.99996095   +0 55 18.4
 AA9258;UTM  18      - 4,467,779.309   387,120.720   MT  0.99975685   -0 51 38.8
 AA9258
 AA9258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9258!SPC PA S     -   0.99998040  x   0.99996095  =   0.99994135
 AA9258!UTM  18      -   0.99998040  x   0.99975685  =   0.99973726
 AA9258
 AA9258:                Primary Azimuth Mark                     Grid Az
 AA9258:SPC PA S     -  9D4 C                                    353 03 07.6
 AA9258:UTM  18      -  9D4 C                                    354 50 04.8
 AA9258
 AA9258|---------------------------------------------------------------------|
 AA9258| PID    Reference Object                     Distance      Geod. Az  |
 AA9258|                                                           dddmmss.s |
 AA9258| AA9259 9D4 C                               415.529 METERS 3535826.0 |
 AA9258|---------------------------------------------------------------------|
 AA9258
 AA9258                          SUPERSEDED SURVEY CONTROL
 AA9258
 AA9258  ELLIP H (03/24/98)  125.05   (m)                       GP(       ) 4 1
 AA9258  NAD 83(1993)-  40 21 10.58662(N)    076 19 45.28194(W) AD(       ) B
 AA9258  ELLIP H (11/22/95)  125.08   (m)                       GP(       ) 1 1
 AA9258
 AA9258.Superseded values are not recommended for survey control.
 AA9258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9258.See file dsdata.txt to determine how the superseded data were derived.
 AA9258
 AA9258_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK8712167779(NAD 83)
 AA9258_MARKER: I = METAL ROD
 AA9258_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AA9258+WITH SETTING: INFORMATION.
 AA9258_STAMPING: 9D4 B 1994
 AA9258_MARK LOGO: NGS   
 AA9258_PROJECTION: FLUSH
 AA9258_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9258_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA9258+STABILITY: POSITION/ELEVATION WELL
 AA9258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9258+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003
 AA9258_ROD/PIPE-DEPTH: 1.5  meters
 AA9258_SLEEVE-DEPTH  : 1.0 meters
 AA9258
 AA9258  HISTORY     - Date     Condition        Report By
 AA9258  HISTORY     - 1994     MONUMENTED       NGS
 AA9258  HISTORY     - 19940905 GOOD             NGS
 AA9258  HISTORY     - 19960914 GOOD             NGS
 AA9258  HISTORY     - 19960914 GOOD             NGS
 AA9258  HISTORY     - 20000419 GOOD             PADT
 AA9258  HISTORY     - 20030806 GOOD             PADT
 AA9258  HISTORY     - 20051105 GOOD             GEOCAC
 AA9258
 AA9258                          STATION DESCRIPTION
 AA9258
 AA9258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9258'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTHEAST OF LEBANON, 2.0
 AA9258'MI (3.2 KM) SOPUTHWEST OF MYERSTOWN, AT THE DECKS AIRPORT, NEAR THE
 AA9258'CENTER OF THE AIRFIELD, ON THE EAST SIDE OF THE RUNWAY.
 AA9258'OWNERSHIP--PRIVATE.  AIR/DECK, INC.  351 SOUTH RAMONA ROAD, LEBANON PA
 AA9258'17042.  PHONE 717-866-6071.
 AA9258' 
 AA9258'TO REACH THE STATION FROM THE FUEL TANK, GO EAST FOR 70 M (229.7 FT)
 AA9258'ACCROSS THE RAMP AND A CONNECTING TAXIWAY, TURN LEFT AND GO NORTH ON
 AA9258'THE RUNWAY FOR 0.64 KM (0.40 MI) TO THE STATION ON THE RIGHT.
 AA9258' 
 AA9258'LOCATED 43.0 M (141.1 FT) EAST FROM THE CENTERLINE OF RUNWAY, 33.0 M
 AA9258'(108.3 FT) EAST FROM THE 11 TH RUNWAY LIGHT NORTH OF RUNWAY END O1,
 AA9258'0.3 M (1.0 FT) WEST FROM A WITNESS POST.
 AA9258' 
 AA9258'DESCRIBED BY KLF.
 AA9258
 AA9258                          STATION RECOVERY (1996)
 AA9258
 AA9258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9258'RECOVERED AS DESCRIBED.
 AA9258
 AA9258                          STATION RECOVERY (1996)
 AA9258
 AA9258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9258'RECOVERED AS DESCRIBED.
 AA9258
 AA9258                          STATION RECOVERY (2000)
 AA9258
 AA9258'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (JM)
 AA9258'TO REACH THE STATION FROM THE INTERSECTION OF US ROUTE 422 AND
 AA9258'RAMONA ROAD, WEST OF MYERSTOWN, PROCEED SOUTH ON RAMONA ROAD
 AA9258'FOR 1.5 MI (2.4 KM) TO THE AIRPORT ENTRANCE ON THE LEFT AT JACKSON
 AA9258'ROAD.
 AA9258' 
 AA9258'TO REACH THE STATION FROM THE AIRPORT FUEL TANK, PROCEED EAST
 AA9258'FOR 229.7 FT (70.0 M) ACROSS THE RAMP AND A CONNECTING TAXIWAY.
 AA9258'TURN LEFT AND PROCEED NORTH ON THE RUNWAY FOR 0.4 MI (0.6 KM) TO
 AA9258'THE STATION ON THE RIGHT.
 AA9258' 
 AA9258'
 AA9258
 AA9258                          STATION RECOVERY (2003)
 AA9258
 AA9258'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 AA9258'RECOVERED IN GOOD CONDITION.
 AA9258
 AA9258                          STATION RECOVERY (2005)
 AA9258
 AA9258'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 AA9258'WITNESS POST IS GONE. MARK IS IN A CULTIVATED FIELD. FIELD OWNER IS
 AA9258'AWARE OF THE STATION AND IS CAREFUL WHEN DISCING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9259 ***********************************************************************
 AA9259  SACS        -  This is a Secondary Airport Control Station.
 AA9259  DESIGNATION -  9D4 C
 AA9259  PID         -  AA9259
 AA9259  STATE/COUNTY-  PA/LEBANON
 AA9259  USGS QUAD   -  RICHLAND (1984)
 AA9259
 AA9259                         *CURRENT SURVEY CONTROL
 AA9259  ___________________________________________________________________
 AA9259* NAD 83(1992)-  40 21 23.98452(N)    076 19 47.13043(W)     ADJUSTED  
 AA9259* NAVD 88     -       160.37   (meters)     526.1    (feet)  GPS OBS   
 AA9259  ___________________________________________________________________
 AA9259  X           -   1,150,294.898 (meters)                     COMP
 AA9259  Y           -  -4,729,373.129 (meters)                     COMP
 AA9259  Z           -   4,108,325.208 (meters)                     COMP
 AA9259  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 AA9259  ELLIP HEIGHT-         125.60  (meters)          (08/09/01) GPS OBS
 AA9259  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 AA9259
 AA9259  HORZ ORDER  -  FIRST
 AA9259  ELLP ORDER  -  FOURTH    CLASS II
 AA9259
 AA9259.This mark is at Decks Airport (9D4)
 AA9259
 AA9259.The horizontal coordinates were established by GPS observations
 AA9259.and adjusted by the National Geodetic Survey in April 1998..
 AA9259
 AA9259.The orthometric height was determined by GPS observations and a
 AA9259.high-resolution geoid model.
 AA9259
 AA9259.GPS derived orthometric heights for airport stations designated as
 AA9259.PACS or SACS are published to 2 decimal places.  This maintains
 AA9259.centimeter relative accuracy between the PACS and SACS.  It does
 AA9259.not indicate centimeter accuracy relative to other marks which are
 AA9259.part of the NAVD 88 network.
 AA9259
 AA9259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9259
 AA9259.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9259
 AA9259.The ellipsoidal height was determined by GPS observations
 AA9259.and is referenced to NAD 83.
 AA9259
 AA9259.The geoid height was determined by GEOID03.
 AA9259
 AA9259;                    North         East     Units Scale Factor Converg.
 AA9259;SPC PA S     -   114,595.189   720,636.632   MT  0.99996084   +0 55 17.2
 AA9259;SPC PA S     -   375,967.72  2,364,288.68   sFT  0.99996084   +0 55 17.2
 AA9259;UTM  18      - 4,468,193.050   387,083.319   MT  0.99975695   -0 51 40.2
 AA9259
 AA9259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9259!SPC PA S     -   0.99998030  x   0.99996084  =   0.99994114
 AA9259!UTM  18      -   0.99998030  x   0.99975695  =   0.99973725
 AA9259
 AA9259:                Primary Azimuth Mark                     Grid Az
 AA9259:SPC PA S     -  9D4 B                                    173 03 07.6
 AA9259:UTM  18      -  9D4 B                                    174 50 05.0
 AA9259
 AA9259|---------------------------------------------------------------------|
 AA9259| PID    Reference Object                     Distance      Geod. Az  |
 AA9259|                                                           dddmmss.s |
 AA9259| AA9258 9D4 B                               415.529 METERS 1735824.8 |
 AA9259|---------------------------------------------------------------------|
 AA9259
 AA9259                          SUPERSEDED SURVEY CONTROL
 AA9259
 AA9259  ELLIP H (04/02/98)  125.73   (m)                       GP(       ) 4 2
 AA9259  NAD 83(1993)-  40 21 23.98376(N)    076 19 47.13063(W) AD(       ) 1
 AA9259  ELLIP H (11/30/95)  125.76   (m)                       GP(       ) 4 2
 AA9259
 AA9259.Superseded values are not recommended for survey control.
 AA9259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9259.See file dsdata.txt to determine how the superseded data were derived.
 AA9259
 AA9259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK8708368193(NAD 83)
 AA9259_MARKER: DH = HORIZONTAL CONTROL DISK
 AA9259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9259_STAMPING: 9D4 C 1994
 AA9259_MARK LOGO: NGS   
 AA9259_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9259+STABILITY: SURFACE MOTION
 AA9259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9259+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 AA9259
 AA9259  HISTORY     - Date     Condition        Report By
 AA9259  HISTORY     - 1994     MONUMENTED       NGS
 AA9259  HISTORY     - 19940905 GOOD             NGS
 AA9259  HISTORY     - 19960914 GOOD             NGS
 AA9259  HISTORY     - 20051105 GOOD             GEOCAC
 AA9259
 AA9259                          STATION DESCRIPTION
 AA9259
 AA9259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9259'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTHEAST OF LEBANON, 2.0
 AA9259'MI (3.2 KM) SOPUTHWEST OF MYERSTOWN, AT THE DECKS AIRPORT, AT THE END
 AA9259'OF RUNWAY END 19, ON THE EAST SIDE OF THE RUNWAY. OWNERSHIP--PRIVATE.
 AA9259'AIR/DECK, INC.  351 SOUTH RAMONA ROAD, LEBANON PA 17042.  PHONE
 AA9259'717-866-6071.
 AA9259' 
 AA9259'TO REACH THE STATION FROM THE FUEL TANK GO 70 M (229.7 FT) EAST ACROSS
 AA9259'THE RAMP AND A CONNECTING TAXIWAY TO THE RUNWAY, TURN LEFT AND GO
 AA9259'NORTH ON THE TAXIWAY 1.1 KM (0.70 MI) TO RUNWAY END 19 AND THE STATION
 AA9259'ON THE RIGHT.
 AA9259' 
 AA9259'LOCATED 52.7 M (172.9 FT) NORTHEAST FROM THE FIRST RUNWAY LIGHT, 40.7
 AA9259'M (133.5 FT) EAST FROM THE CENTERLINE OF RUNWAY END 19, 30.1 M (98.8
 AA9259'FT) EAST FROM THE MOST EASTERLY THRESHOLD LIGHT AND IS FLUSH WITH THE
 AA9259'GROUND.
 AA9259' 
 AA9259'DESCRIBED BY KLF.
 AA9259
 AA9259                          STATION RECOVERY (1996)
 AA9259
 AA9259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9259'RECOVERED AS DESCRIBED.
 AA9259
 AA9259                          STATION RECOVERY (2005)
 AA9259
 AA9259'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 AA9259'RUNWAY IS TO BE EXTENDED IN LATE 2005. STATION IS IN A PLOWED FIELD
 AA9259'BUT OWNER IS CAREFUL OF THE MARK.
 AA9259' 
 AA9259'NOTE-THERE IS ANOTHER STATION APPROXIMATELY 50 FEET SOUTH OF THE
 AA9259'RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0924 ***********************************************************************
 JU0924  DESIGNATION -  A 1 1924
 JU0924  PID         -  JU0924
 JU0924  STATE/COUNTY-  PA/PHILADELPHIA
 JU0924  USGS QUAD   -  CAMDEN (1995)
 JU0924
 JU0924                         *CURRENT SURVEY CONTROL
 JU0924  ___________________________________________________________________
 JU0924* NAD 83(1986)-  39 59 17.     (N)    075 04 36.     (W)     SCALED    
 JU0924* NAVD 88     -        10.614  (meters)      34.82   (feet)  ADJUSTED  
 JU0924  ___________________________________________________________________
 JU0924  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU0924  DYNAMIC HT  -          10.609 (meters)      34.81  (feet)  COMP
 JU0924  MODELED GRAV-     980,185.2   (mgal)                       NAVD 88
 JU0924
 JU0924  VERT ORDER  -  FIRST     CLASS I
 JU0924
 JU0924.The horizontal coordinates were scaled from a topographic map and have
 JU0924.an estimated accuracy of +/- 6 seconds.
 JU0924
 JU0924.The orthometric height was determined by differential leveling
 JU0924.and adjusted by the National Geodetic Survey in June 1991..
 JU0924
 JU0924.The geoid height was determined by GEOID03.
 JU0924
 JU0924.The dynamic height is computed by dividing the NAVD 88
 JU0924.geopotential number by the normal gravity value computed on the
 JU0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0924.degrees latitude (g = 980.6199 gals.).
 JU0924
 JU0924.The modeled gravity was interpolated from observed gravity values.
 JU0924
 JU0924;                    North         East    Units  Estimated Accuracy
 JU0924;SPC PA S     -    76,150.      828,290.      MT  (+/- 180 meters Scaled)
 JU0924
 JU0924                          SUPERSEDED SURVEY CONTROL
 JU0924
 JU0924  NGVD 29 (01/10/92)   10.936  (m)           35.88   (f) ADJUSTED    1 1
 JU0924
 JU0924.Superseded values are not recommended for survey control.
 JU0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0924.See file dsdata.txt to determine how the superseded data were derived.
 JU0924
 JU0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK934264(NAD 83)
 JU0924_MARKER: DB = BENCH MARK DISK
 JU0924_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0924_SP_SET: BRIDGE
 JU0924_STAMPING: A 1 1924 35.961
 JU0924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0924
 JU0924  HISTORY     - Date     Condition        Report By
 JU0924  HISTORY     - 1924     MONUMENTED       CGS
 JU0924  HISTORY     - 1974     GOOD             NGS
 JU0924  HISTORY     - 1979     GOOD             NGS
 JU0924
 JU0924                          STATION DESCRIPTION
 JU0924
 JU0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JU0924'AT PHILADELPHIA.
 JU0924'SET IN THE TOP NORTHEAST END OF THE NORTHWEST ABUTMENT OF RAILROAD
 JU0924'BRIDGE OVER THE DELAWARE RIVER, 5.1 FEET NORTHEAST OF THE
 JU0924'NORTHEAST RAIL, 1 FOOT SOUTHWEST OF BM 4 (PRR) DESCRIBED AND
 JU0924'ABOUT 6 1/2 FEET BELOW THE LEVEL OF THE RAILS.
 JU0924
 JU0924                          STATION RECOVERY (1979)
 JU0924
 JU0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0298 ***********************************************************************
 KX0298  DESIGNATION -  A 100
 KX0298  PID         -  KX0298
 KX0298  STATE/COUNTY-  PA/BLAIR
 KX0298  USGS QUAD   -  HOLLIDAYSBURG (1981)
 KX0298
 KX0298                         *CURRENT SURVEY CONTROL
 KX0298  ___________________________________________________________________
 KX0298* NAD 83(1986)-  40 29 46.     (N)    078 24 52.     (W)     SCALED    
 KX0298* NAVD 88     -       350.466  (meters)    1149.82   (feet)  ADJUSTED  
 KX0298  ___________________________________________________________________
 KX0298  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KX0298  DYNAMIC HT  -         350.278 (meters)    1149.20  (feet)  COMP
 KX0298  MODELED GRAV-     980,077.4   (mgal)                       NAVD 88
 KX0298
 KX0298  VERT ORDER  -  SECOND    CLASS 0
 KX0298
 KX0298.The horizontal coordinates were scaled from a topographic map and have
 KX0298.an estimated accuracy of +/- 6 seconds.
 KX0298
 KX0298.The orthometric height was determined by differential leveling
 KX0298.and adjusted by the National Geodetic Survey in June 1991..
 KX0298
 KX0298.The geoid height was determined by GEOID03.
 KX0298
 KX0298.The dynamic height is computed by dividing the NAVD 88
 KX0298.geopotential number by the normal gravity value computed on the
 KX0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0298.degrees latitude (g = 980.6199 gals.).
 KX0298
 KX0298.The modeled gravity was interpolated from observed gravity values.
 KX0298
 KX0298;                    North         East    Units  Estimated Accuracy
 KX0298;SPC PA S     -   129,320.      543,680.      MT  (+/- 180 meters Scaled)
 KX0298
 KX0298                          SUPERSEDED SURVEY CONTROL
 KX0298
 KX0298  NGVD 29 (??/??/92)  350.608  (m)         1150.29   (f) ADJ UNCH    2 0
 KX0298
 KX0298.Superseded values are not recommended for survey control.
 KX0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0298.See file dsdata.txt to determine how the superseded data were derived.
 KX0298
 KX0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE191860(NAD 83)
 KX0298_MARKER: DB = BENCH MARK DISK
 KX0298_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0298_SP_SET: BRIDGE
 KX0298_STAMPING: A 100 1935
 KX0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0298
 KX0298  HISTORY     - Date     Condition        Report By
 KX0298  HISTORY     - 1935     MONUMENTED       CGS
 KX0298
 KX0298                          STATION DESCRIPTION
 KX0298
 KX0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX0298'AT ALTOONA.
 KX0298'AT ALTOONA, BLAIR COUNTY, ON THE PENNSYLVANIA RAILROAD, ABOUT
 KX0298'57 YARDS SOUTH OF THE YARD LIMIT SIGNBOARD, AT AN
 KX0298'EAST-AND-WEST STREET CROSSING, 36 FEET SOUTH OF THE CENTER
 KX0298'LINE OF THE STREET, 15 FEET WEST OF THE CENTER LINE OF THE
 KX0298'WEST TRACK, AT THE NORTH ABUTMENT OF CONCRETE BRIDGE 1.55, AND
 KX0298'IN THE TOP OF THE NORTHWEST CORNER.  A STANDARD DISK,
 KX0298'STAMPED A 100 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1532 ***********************************************************************
 JV1532  DESIGNATION -  A 101
 JV1532  PID         -  JV1532
 JV1532  STATE/COUNTY-  PA/YORK
 JV1532  USGS QUAD   -  NEW FREEDOM (1974)
 JV1532
 JV1532                         *CURRENT SURVEY CONTROL
 JV1532  ___________________________________________________________________
 JV1532* NAD 83(1986)-  39 44 26.     (N)    076 42 01.     (W)     SCALED    
 JV1532* NAVD 88     -       248.414  (meters)     815.00   (feet)  ADJUSTED  
 JV1532  ___________________________________________________________________
 JV1532  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 JV1532  DYNAMIC HT  -         248.289 (meters)     814.59  (feet)  COMP
 JV1532  MODELED GRAV-     980,114.7   (mgal)                       NAVD 88
 JV1532
 JV1532  VERT ORDER  -  SECOND    CLASS 0
 JV1532
 JV1532.The horizontal coordinates were scaled from a topographic map and have
 JV1532.an estimated accuracy of +/- 6 seconds.
 JV1532
 JV1532.The orthometric height was determined by differential leveling
 JV1532.and adjusted by the National Geodetic Survey in June 1991..
 JV1532
 JV1532.The geoid height was determined by GEOID03.
 JV1532
 JV1532.The dynamic height is computed by dividing the NAVD 88
 JV1532.geopotential number by the normal gravity value computed on the
 JV1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1532.degrees latitude (g = 980.6199 gals.).
 JV1532
 JV1532.The modeled gravity was interpolated from observed gravity values.
 JV1532
 JV1532;                    North         East    Units  Estimated Accuracy
 JV1532;SPC PA S     -    45,750.      689,980.      MT  (+/- 180 meters Scaled)
 JV1532
 JV1532                          SUPERSEDED SURVEY CONTROL
 JV1532
 JV1532  NGVD 29 (??/??/??)  248.618  (m)          815.67   (f) ADJUSTED    2 0
 JV1532
 JV1532.Superseded values are not recommended for survey control.
 JV1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1532.See file dsdata.txt to determine how the superseded data were derived.
 JV1532
 JV1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK543003(NAD 83)
 JV1532_MARKER: DB = BENCH MARK DISK
 JV1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1532_STAMPING: A 101 1935
 JV1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1532+STABILITY: SURFACE MOTION
 JV1532
 JV1532  HISTORY     - Date     Condition        Report By
 JV1532  HISTORY     - 1935     MONUMENTED       CGS
 JV1532  HISTORY     - 1958     MARK NOT FOUND   CGS
 JV1532
 JV1532                          STATION DESCRIPTION
 JV1532
 JV1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1532'AT NEW FREEDOM.
 JV1532'AT NEW FREEDOM, YORK COUNTY, ABOUT 291 FEET NORTH OF THE PENNSYLVANIA
 JV1532'RAILROAD STATION, ABOUT 153 FEET WEST OF THE WEST SIDE OF AN
 JV1532'AMERICAN INSULATION CORP. BRICK BUILDING, AND 45 FEET WEST OF
 JV1532'THE CENTER LINE OF THE WEST MAIN TRACK.  A STANDARD DISK, STAMPED
 JV1532'A 101 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JV1532
 JV1532                          STATION RECOVERY (1958)
 JV1532
 JV1532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 JV1532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1557 ***********************************************************************
 JU1557  DESIGNATION -  A 105
 JU1557  PID         -  JU1557
 JU1557  STATE/COUNTY-  PA/CHESTER
 JU1557  USGS QUAD   -  BAY VIEW (1997)
 JU1557
 JU1557                         *CURRENT SURVEY CONTROL
 JU1557  ___________________________________________________________________
 JU1557* NAD 83(1986)-  39 44 27.     (N)    075 53 59.     (W)     SCALED    
 JU1557* NAVD 88     -       124.458  (meters)     408.33   (feet)  ADJUSTED  
 JU1557  ___________________________________________________________________
 JU1557  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 JU1557  DYNAMIC HT  -         124.397 (meters)     408.13  (feet)  COMP
 JU1557  MODELED GRAV-     980,134.7   (mgal)                       NAVD 88
 JU1557
 JU1557  VERT ORDER  -  SECOND    CLASS 0
 JU1557
 JU1557.The horizontal coordinates were scaled from a topographic map and have
 JU1557.an estimated accuracy of +/- 6 seconds.
 JU1557
 JU1557.The orthometric height was determined by differential leveling
 JU1557.and adjusted by the National Geodetic Survey in June 1991..
 JU1557
 JU1557.The geoid height was determined by GEOID03.
 JU1557
 JU1557.The dynamic height is computed by dividing the NAVD 88
 JU1557.geopotential number by the normal gravity value computed on the
 JU1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1557.degrees latitude (g = 980.6199 gals.).
 JU1557
 JU1557.The modeled gravity was interpolated from observed gravity values.
 JU1557
 JU1557;                    North         East    Units  Estimated Accuracy
 JU1557;SPC PA S     -    46,910.      758,590.      MT  (+/- 180 meters Scaled)
 JU1557
 JU1557                          SUPERSEDED SURVEY CONTROL
 JU1557
 JU1557  NGVD 29 (??/??/??)  124.763  (m)          409.33   (f) ADJUSTED    2 0
 JU1557
 JU1557.Superseded values are not recommended for survey control.
 JU1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1557.See file dsdata.txt to determine how the superseded data were derived.
 JU1557
 JU1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ229993(NAD 83)
 JU1557_MARKER: DB = BENCH MARK DISK
 JU1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1557_STAMPING: A 105 1935
 JU1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1557+STABILITY: SURFACE MOTION
 JU1557
 JU1557  HISTORY     - Date     Condition        Report By
 JU1557  HISTORY     - 1935     MONUMENTED       CGS
 JU1557  HISTORY     - 1966     POOR             CGS
 JU1557  HISTORY     - 19910216 GOOD             USPSQD
 JU1557
 JU1557                          STATION DESCRIPTION
 JU1557
 JU1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1557'5.6 MI SE FROM OXFORD.
 JU1557'5.6 MILES SOUTHEAST ALONG STATE HIGHWAY 472 FROM A STREET
 JU1557'INTERSECTION AT OXFORD, CHESTER COUNTY, AT THE SOUTHEAST CORNER
 JU1557'OF THE DISTRICT SCHOOLYARD, 15 FEET EAST OF THE WALL PLATFORM,
 JU1557'AND 10 FEET NORTH OF THE EDGE OF THE ROADWAY.  A STANDARD
 JU1557'DISK, STAMPED A 105 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JU1557
 JU1557                          STATION RECOVERY (1991)
 JU1557
 JU1557'RECOVERY NOTE BY US POWER SQUADRON 1991 (DMM)
 JU1557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2364 ***********************************************************************
 KV2364  DESIGNATION -  A 107
 KV2364  PID         -  KV2364
 KV2364  STATE/COUNTY-  PA/BERKS
 KV2364  USGS QUAD   -  BIRDSBORO (1983)
 KV2364
 KV2364                         *CURRENT SURVEY CONTROL
 KV2364  ___________________________________________________________________
 KV2364* NAD 83(1986)-  40 15 17.     (N)    075 48 50.     (W)     SCALED    
 KV2364* NAVD 88     -        64.666  (meters)     212.16   (feet)  ADJUSTED  
 KV2364  ___________________________________________________________________
 KV2364  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 KV2364  DYNAMIC HT  -          64.633 (meters)     212.05  (feet)  COMP
 KV2364  MODELED GRAV-     980,115.4   (mgal)                       NAVD 88
 KV2364
 KV2364  VERT ORDER  -  SECOND    CLASS 0
 KV2364
 KV2364.The horizontal coordinates were scaled from a topographic map and have
 KV2364.an estimated accuracy of +/- 6 seconds.
 KV2364
 KV2364.The orthometric height was determined by differential leveling
 KV2364.and adjusted by the National Geodetic Survey in June 1991..
 KV2364
 KV2364.The geoid height was determined by GEOID03.
 KV2364
 KV2364.The dynamic height is computed by dividing the NAVD 88
 KV2364.geopotential number by the normal gravity value computed on the
 KV2364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2364.degrees latitude (g = 980.6199 gals.).
 KV2364
 KV2364.The modeled gravity was interpolated from observed gravity values.
 KV2364
 KV2364;                    North         East    Units  Estimated Accuracy
 KV2364;SPC PA S     -   104,110.      764,700.      MT  (+/- 180 meters Scaled)
 KV2364
 KV2364                          SUPERSEDED SURVEY CONTROL
 KV2364
 KV2364  NGVD 29 (??/??/??)   64.924  (m)          213.00   (f) ADJUSTED    2 0
 KV2364
 KV2364.Superseded values are not recommended for survey control.
 KV2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2364.See file dsdata.txt to determine how the superseded data were derived.
 KV2364
 KV2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK307563(NAD 83)
 KV2364_MARKER: DB = BENCH MARK DISK
 KV2364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2364_SP_SET: CULVERT
 KV2364_STAMPING: A 107 1935
 KV2364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2364
 KV2364  HISTORY     - Date     Condition        Report By
 KV2364  HISTORY     - 1935     MONUMENTED       CGS
 KV2364  HISTORY     - 1990     GOOD             USPSQD
 KV2364  HISTORY     - 1991     GOOD             USPSQD
 KV2364  HISTORY     - 20030314 GOOD             USPSQD
 KV2364
 KV2364                          STATION DESCRIPTION
 KV2364
 KV2364'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV2364'AT BIRDSBORO.
 KV2364'AT BIRDSBORO, BERKS COUNTY, ON THE READING RAILWAY, 3 RAILS
 KV2364'NORTH OF THE CROSSING OF STATE HIGHWAY 82, NEAR THE ENTERING
 KV2364'BIRDSBORO SIGN, AT THE SOUTHWEST CORNER OF THE CITY LIMITS, AT
 KV2364'A CULVERT, AND IN THE TOP OF THE EAST CONCRETE HEADWALL.  A
 KV2364'STANDARD DISK, STAMPED A 107 1935.
 KV2364
 KV2364                          STATION RECOVERY (1990)
 KV2364
 KV2364'RECOVERY NOTE BY US POWER SQUADRON 1990 (JDC)
 KV2364'RECOVERED IN GOOD CONDITION.
 KV2364
 KV2364                          STATION RECOVERY (1991)
 KV2364
 KV2364'RECOVERY NOTE BY US POWER SQUADRON 1991 (HG)
 KV2364'RECOVERED IN GOOD CONDITION.
 KV2364
 KV2364                          STATION RECOVERY (2003)
 KV2364
 KV2364'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEQ)
 KV2364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2345 ***********************************************************************
 KV2345  DESIGNATION -  A 108
 KV2345  PID         -  KV2345
 KV2345  STATE/COUNTY-  PA/MONTGOMERY
 KV2345  USGS QUAD   -  BOYERTOWN (1995)
 KV2345
 KV2345                         *CURRENT SURVEY CONTROL
 KV2345  ___________________________________________________________________
 KV2345* NAD 83(1986)-  40 15 50.     (N)    075 37 45.     (W)     SCALED    
 KV2345* NAVD 88     -        73.216  (meters)     240.21   (feet)  ADJUSTED  
 KV2345  ___________________________________________________________________
 KV2345  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 KV2345  DYNAMIC HT  -          73.178 (meters)     240.08  (feet)  COMP
 KV2345  MODELED GRAV-     980,119.7   (mgal)                       NAVD 88
 KV2345
 KV2345  VERT ORDER  -  SECOND    CLASS 0
 KV2345
 KV2345.The horizontal coordinates were scaled from a topographic map and have
 KV2345.an estimated accuracy of +/- 6 seconds.
 KV2345
 KV2345.The orthometric height was determined by differential leveling
 KV2345.and adjusted by the National Geodetic Survey in June 1991..
 KV2345
 KV2345.The geoid height was determined by GEOID03.
 KV2345
 KV2345.The dynamic height is computed by dividing the NAVD 88
 KV2345.geopotential number by the normal gravity value computed on the
 KV2345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2345.degrees latitude (g = 980.6199 gals.).
 KV2345
 KV2345.The modeled gravity was interpolated from observed gravity values.
 KV2345
 KV2345;                    North         East    Units  Estimated Accuracy
 KV2345;SPC PA S     -   105,490.      780,380.      MT  (+/- 180 meters Scaled)
 KV2345
 KV2345                          SUPERSEDED SURVEY CONTROL
 KV2345
 KV2345  NGVD 29 (??/??/??)   73.484  (m)          241.09   (f) ADJUSTED    2 0
 KV2345
 KV2345.Superseded values are not recommended for survey control.
 KV2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2345.See file dsdata.txt to determine how the superseded data were derived.
 KV2345
 KV2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK465572(NAD 83)
 KV2345_MARKER: DB = BENCH MARK DISK
 KV2345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2345_SP_SET: CULVERT
 KV2345_STAMPING: A 108 1935
 KV2345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2345
 KV2345  HISTORY     - Date     Condition        Report By
 KV2345  HISTORY     - 1935     MONUMENTED       CGS
 KV2345  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV2345  HISTORY     - 20021026 MARK NOT FOUND   USPSQD
 KV2345
 KV2345                          STATION DESCRIPTION
 KV2345
 KV2345'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV2345'1.7 MI NE FROM POTTSTOWN.
 KV2345'ABOUT 1.7 MILES NORTHEAST ALONG STATE HIGHWAY 663 FROM ITS
 KV2345'JUNCTION WITH U.S. HIGHWAY 422 AT POTTSTOWN, MONTGOMERY COUNTY,
 KV2345'AT THE T-JUNCTION OF AN OILED ROAD LEADING SOUTHEAST, 27 FEET
 KV2345'SOUTHWEST OF THE CENTER LINE OF THE OILED ROAD, 17 FEET SOUTHEAST
 KV2345'OF THE CENTER LINE OF THE HIGHWAY, AND IN THE TOP OF THE CONCRETE
 KV2345'HEAD WALL OF A CULVERT.  A STANDARD DISK, STAMPED A 108 1935.
 KV2345'NOTE-- THIS BM MAY HAVE BEEN RESET IN THE NEAR VICINITY AS A
 KV2345'RESET DISK WAS SENT OUT IN 1957 AND NO FURTHER INFORMATION HAS
 KV2345'BEEN RECEIVED.
 KV2345
 KV2345                          STATION RECOVERY (1990)
 KV2345
 KV2345'RECOVERY NOTE BY US POWER SQUADRON 1990 (JDC)
 KV2345'MARK NOT FOUND.
 KV2345
 KV2345                          STATION RECOVERY (2002)
 KV2345
 KV2345'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KV2345'AREA NOW DEVELOPED RESIDENTIAL.  NO EVIDENCE OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0359 ***********************************************************************
 KY0359  DESIGNATION -  A 109
 KY0359  PID         -  KY0359
 KY0359  STATE/COUNTY-  PA/WASHINGTON
 KY0359  USGS QUAD   -  BURGETTSTOWN (1979)
 KY0359
 KY0359                         *CURRENT SURVEY CONTROL
 KY0359  ___________________________________________________________________
 KY0359* NAD 83(1986)-  40 22 54.     (N)    080 23 35.     (W)     SCALED    
 KY0359* NAVD 88     -       299.796  (meters)     983.58   (feet)  ADJUSTED  
 KY0359  ___________________________________________________________________
 KY0359  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KY0359  DYNAMIC HT  -         299.632 (meters)     983.04  (feet)  COMP
 KY0359  MODELED GRAV-     980,068.5   (mgal)                       NAVD 88
 KY0359
 KY0359  VERT ORDER  -  SECOND    CLASS 0
 KY0359
 KY0359.The horizontal coordinates were scaled from a topographic map and have
 KY0359.an estimated accuracy of +/- 6 seconds.
 KY0359
 KY0359.The orthometric height was determined by differential leveling
 KY0359.and adjusted by the National Geodetic Survey in June 1991..
 KY0359
 KY0359.The geoid height was determined by GEOID03.
 KY0359
 KY0359.The dynamic height is computed by dividing the NAVD 88
 KY0359.geopotential number by the normal gravity value computed on the
 KY0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0359.degrees latitude (g = 980.6199 gals.).
 KY0359
 KY0359.The modeled gravity was interpolated from observed gravity values.
 KY0359
 KY0359;                    North         East    Units  Estimated Accuracy
 KY0359;SPC PA S     -   119,760.      375,600.      MT  (+/- 180 meters Scaled)
 KY0359
 KY0359                          SUPERSEDED SURVEY CONTROL
 KY0359
 KY0359  NGVD 29 (??/??/92)  299.942  (m)          984.06   (f) ADJ UNCH    2 0
 KY0359
 KY0359.Superseded values are not recommended for survey control.
 KY0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0359.See file dsdata.txt to determine how the superseded data were derived.
 KY0359
 KY0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE515702(NAD 83)
 KY0359_MARKER: DD = SURVEY DISK
 KY0359_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KY0359_SP_SET: BRIDGE ABUTMENT
 KY0359_STAMPING: A 109 1957
 KY0359_MARK LOGO: PADH  
 KY0359_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY0359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0359
 KY0359  HISTORY     - Date     Condition        Report By
 KY0359  HISTORY     - 1957     MONUMENTED       PADT
 KY0359  HISTORY     - 1957     GOOD             NGS
 KY0359  HISTORY     - 19950424 GOOD             LOCENG
 KY0359
 KY0359                          STATION DESCRIPTION
 KY0359
 KY0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0359'AT BURGETTSTOWN.
 KY0359'AT BURGETTSTOWN, ABOUT 0.25 MILE SOUTHWEST ALONG MAIN STREET
 KY0359'FROM THE POST OFFICE, IN THE TOP OF EAST END OF NORTH CONCRETE
 KY0359'ABUTMENT OF HIGHWAY 18 (MAIN STREET) BRIDGE OVER BURGETTS FORK,
 KY0359'19 1/2 FEET EAST OF CENTER LINE OF HIGHWAY AND ABOUT LEVEL
 KY0359'WITH BRIDGE SIDE WALK.
 KY0359
 KY0359                          STATION RECOVERY (1995)
 KY0359
 KY0359'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (JML)
 KY0359'RECOVERED AS DESCRIBED.  AREA HAS BEEN RE-DONE.  IT IS NOW ONLY MAIN
 KY0359'STREET NOT ROUTE 18.  THEY ADDED A ROUTE 18 THAT DOES NOT GO THROUGH
 KY0359'MAIN STREET.  IT IS (RTE 10) EAST OF MAIN STREET AND ALSO PARALLEL
 KY0359'WITH MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1417 ***********************************************************************
 KV1417  DESIGNATION -  A 11
 KV1417  PID         -  KV1417
 KV1417  STATE/COUNTY-  PA/MONROE
 KV1417  USGS QUAD   -  STROUDSBURG (1975)
 KV1417
 KV1417                         *CURRENT SURVEY CONTROL
 KV1417  ___________________________________________________________________
 KV1417* NAD 83(1986)-  40 59 44.     (N)    075 10 52.     (W)     SCALED    
 KV1417* NAVD 88     -       128.507  (meters)     421.61   (feet)  ADJUSTED  
 KV1417  ___________________________________________________________________
 KV1417  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KV1417  DYNAMIC HT  -         128.449 (meters)     421.42  (feet)  COMP
 KV1417  MODELED GRAV-     980,174.1   (mgal)                       NAVD 88
 KV1417
 KV1417  VERT ORDER  -  FIRST     CLASS II
 KV1417
 KV1417.The horizontal coordinates were scaled from a topographic map and have
 KV1417.an estimated accuracy of +/- 6 seconds.
 KV1417
 KV1417.The orthometric height was determined by differential leveling
 KV1417.and adjusted by the National Geodetic Survey in June 1991..
 KV1417
 KV1417.The geoid height was determined by GEOID03.
 KV1417
 KV1417.The dynamic height is computed by dividing the NAVD 88
 KV1417.geopotential number by the normal gravity value computed on the
 KV1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1417.degrees latitude (g = 980.6199 gals.).
 KV1417
 KV1417.The modeled gravity was interpolated from observed gravity values.
 KV1417
 KV1417;                    North         East    Units  Estimated Accuracy
 KV1417;SPC PA N     -    95,260.      816,110.      MT  (+/- 180 meters Scaled)
 KV1417
 KV1417                          SUPERSEDED SURVEY CONTROL
 KV1417
 KV1417  NGVD 29 (??/??/??)  128.677  (m)          422.17   (f) ADJUSTED    1 2
 KV1417
 KV1417.Superseded values are not recommended for survey control.
 KV1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1417.See file dsdata.txt to determine how the superseded data were derived.
 KV1417
 KV1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL847382(NAD 83)
 KV1417_MARKER: DB = BENCH MARK DISK
 KV1417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1417_SP_SET: RETAINING WALL
 KV1417_STAMPING: A 11 1932
 KV1417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1417+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2004
 KV1417
 KV1417  HISTORY     - Date     Condition        Report By
 KV1417  HISTORY     - 1932     MONUMENTED       CGS
 KV1417  HISTORY     - 1958     GOOD             CGS
 KV1417  HISTORY     - 1978     GOOD             NGS
 KV1417  HISTORY     - 20040412 GOOD             PADT
 KV1417  HISTORY     - 20040601 GOOD             PADT
 KV1417
 KV1417                          STATION DESCRIPTION
 KV1417
 KV1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KV1417'AT EAST STROUDSBURG.
 KV1417'ESTABLISHED 0.10 MILE SOUTH OF THE LACKAWANNA AND WESTERN RAILROAD
 KV1417'STATION IN EAST STROUDSBURG, SET IN TOP AND 10 INCHES WEST
 KV1417'OF THE EAST EDGE AND 5 FEET SOUTH OF THE NORTH END OF A RETAINING
 KV1417'WALL BETWEEN CREEK AND THE TRACKS, 36 FEET EAST OF THE EAST RAIL
 KV1417'OF THE EAST MOST TRACK, 33 FEET EAST OF A SIGNAL STAND, ABOUT
 KV1417'0.10 MILE NORTH OF AN OVERPASS, AND ABOUT LEVEL WITH THE TRACK.
 KV1417
 KV1417                          STATION RECOVERY (1978)
 KV1417
 KV1417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV1417'0.55 MILE NORTH ALONG THE ERIE LACKAWANNA RAILROAD FROM THE
 KV1417'JUNCTION OF INTERSTATE HIGHWAY 80 AT EAST STROUDSBURG, 0.1 MILE
 KV1417'NORTH OF THE RIDGEWAY STREET OVERPASS, SOUTHEAST AND ACROSS
 KV1417'CRYSTAL STREET AND THE TRACKS FROM THE EAST STROUDSBURG POST
 KV1417'OFFICE, 35.5 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 33 FEET
 KV1417'SOUTHEAST OF A SEMAPHORE STAND, IN THE TOP OF THE NORTH END OF A
 KV1417'CONCRETE RETAINING WALL, 5 FEET SOUTH OF THE NORTH END OF THE
 KV1417'WALL, AND 1 FOOT WEST OF A METAL PIPE GUARD RAIL.
 KV1417
 KV1417                          STATION RECOVERY (2004)
 KV1417
 KV1417'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (SQ)
 KV1417'RECOVERED IN GOOD CONDITION.
 KV1417
 KV1417                          STATION RECOVERY (2004)
 KV1417
 KV1417'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (SQ)
 KV1417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0488 ***********************************************************************
 KY0488  DESIGNATION -  A 110
 KY0488  PID         -  KY0488
 KY0488  STATE/COUNTY-  PA/WASHINGTON
 KY0488  USGS QUAD   -  BRIDGEVILLE (1979)
 KY0488
 KY0488                         *CURRENT SURVEY CONTROL
 KY0488  ___________________________________________________________________
 KY0488* NAD 83(1986)-  40 18 00.     (N)    080 07 07.     (W)     SCALED    
 KY0488* NAVD 88     -       266.966  (meters)     875.87   (feet)  ADJUSTED  
 KY0488  ___________________________________________________________________
 KY0488  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 KY0488  DYNAMIC HT  -         266.824 (meters)     875.41  (feet)  COMP
 KY0488  MODELED GRAV-     980,089.1   (mgal)                       NAVD 88
 KY0488
 KY0488  VERT ORDER  -  SECOND    CLASS 0
 KY0488
 KY0488.The horizontal coordinates were scaled from a topographic map and have
 KY0488.an estimated accuracy of +/- 6 seconds.
 KY0488
 KY0488.The orthometric height was determined by differential leveling
 KY0488.and adjusted by the National Geodetic Survey in June 1991..
 KY0488
 KY0488.The geoid height was determined by GEOID03.
 KY0488
 KY0488.The dynamic height is computed by dividing the NAVD 88
 KY0488.geopotential number by the normal gravity value computed on the
 KY0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0488.degrees latitude (g = 980.6199 gals.).
 KY0488
 KY0488.The modeled gravity was interpolated from observed gravity values.
 KY0488
 KY0488;                    North         East    Units  Estimated Accuracy
 KY0488;SPC PA S     -   110,030.      398,660.      MT  (+/- 180 meters Scaled)
 KY0488
 KY0488                          SUPERSEDED SURVEY CONTROL
 KY0488
 KY0488  NGVD 29 (??/??/92)  267.099  (m)          876.31   (f) ADJ UNCH    2 0
 KY0488
 KY0488.Superseded values are not recommended for survey control.
 KY0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0488.See file dsdata.txt to determine how the superseded data were derived.
 KY0488
 KY0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE749614(NAD 83)
 KY0488_MARKER: DB = BENCH MARK DISK
 KY0488_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0488_SP_SET: STEP
 KY0488_STAMPING: A 110 1957
 KY0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0488
 KY0488  HISTORY     - Date     Condition        Report By
 KY0488  HISTORY     - 1957     MONUMENTED       CGS
 KY0488
 KY0488                          STATION DESCRIPTION
 KY0488
 KY0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0488'0.2 MI SW FROM HILLS.
 KY0488'ABOUT 0.25 MILE SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KY0488'OVERPASS OVER BLACK TOP ROAD AT HILLS, IN THE TOP AND ONE
 KY0488'STEP DOWN FROM THE TOP OF SOUTH END OF THE BACK WALL OF EAST
 KY0488'STONE MASONRY ABUTMENT OF RAILROAD BRIDGE NO. 9.06 OVER CHARTIERS
 KY0488'CREEK, 14 FEET SOUTH-SOUTHWEST OF NEAR RAIL OF NEAR TRACK,
 KY0488'67 YARDS WEST OF MILE POST 9, AND ABOUT 4 FEET BELOW LEVEL OF
 KY0488'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0546 ***********************************************************************
 KY0546  DESIGNATION -  A 111
 KY0546  PID         -  KY0546
 KY0546  STATE/COUNTY-  PA/WASHINGTON
 KY0546  USGS QUAD   -  AVELLA (1979)
 KY0546
 KY0546                         *CURRENT SURVEY CONTROL
 KY0546  ___________________________________________________________________
 KY0546* NAD 83(1986)-  40 18 57.     (N)    080 27 00.     (W)     SCALED    
 KY0546* NAVD 88     -       314.537  (meters)    1031.94   (feet)  ADJUSTED  
 KY0546  ___________________________________________________________________
 KY0546  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KY0546  DYNAMIC HT  -         314.365 (meters)    1031.38  (feet)  COMP
 KY0546  MODELED GRAV-     980,070.6   (mgal)                       NAVD 88
 KY0546
 KY0546  VERT ORDER  -  SECOND    CLASS 0
 KY0546
 KY0546.The horizontal coordinates were scaled from a topographic map and have
 KY0546.an estimated accuracy of +/- 6 seconds.
 KY0546
 KY0546.The orthometric height was determined by differential leveling
 KY0546.and adjusted by the National Geodetic Survey in June 1991..
 KY0546
 KY0546.The geoid height was determined by GEOID03.
 KY0546
 KY0546.The dynamic height is computed by dividing the NAVD 88
 KY0546.geopotential number by the normal gravity value computed on the
 KY0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0546.degrees latitude (g = 980.6199 gals.).
 KY0546
 KY0546.The modeled gravity was interpolated from observed gravity values.
 KY0546
 KY0546;                    North         East    Units  Estimated Accuracy
 KY0546;SPC PA S     -   112,600.      370,550.      MT  (+/- 180 meters Scaled)
 KY0546
 KY0546                          SUPERSEDED SURVEY CONTROL
 KY0546
 KY0546  NGVD 29 (??/??/92)  314.699  (m)         1032.47   (f) ADJ UNCH    2 0
 KY0546
 KY0546.Superseded values are not recommended for survey control.
 KY0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0546.See file dsdata.txt to determine how the superseded data were derived.
 KY0546
 KY0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE467629(NAD 83)
 KY0546_MARKER: DB = BENCH MARK DISK
 KY0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0546_STAMPING: A 111 1957
 KY0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0546+STABILITY: SURFACE MOTION
 KY0546
 KY0546  HISTORY     - Date     Condition        Report By
 KY0546  HISTORY     - 1957     MONUMENTED       CGS
 KY0546
 KY0546                          STATION DESCRIPTION
 KY0546
 KY0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0546'3 MI SE FROM ELDERSVILLE.
 KY0546'ABOUT 2.95 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE
 KY0546'GRADE SCHOOL AT ELDERSVILLE, ABOUT 0.65 MILE NORTHWEST OF JUNCTION
 KY0546'OF CROSS CREEK-AVELLA ROAD, 17 1/2 FEET EAST-NORTHEAST OF CENTER
 KY0546'LINE OF ROAD AND NEAR THE BOTTOM OF GRADE, 61 FEET NORTH-NORTHWEST
 KY0546'OF EAST-NORTHEAST END OF A 15-INCH PIPE CULVERT UNDER ROAD,
 KY0546'24 FEET WEST OF NORTHWEST CORNER OF A 5-FOOT HIGH RED BRICK WALL
 KY0546'WHICH SURROUNDS A 25-FOOT DEEP CONCRETE LINED HOLE, 2 FEET
 KY0546'NORTH OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH ROAD AND
 KY0546'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0363 ***********************************************************************
 KY0363  DESIGNATION -  A 112
 KY0363  PID         -  KY0363
 KY0363  STATE/COUNTY-  PA/WASHINGTON
 KY0363  USGS QUAD   -  BURGETTSTOWN (1979)
 KY0363
 KY0363                         *CURRENT SURVEY CONTROL
 KY0363  ___________________________________________________________________
 KY0363* NAD 83(1986)-  40 23 28.     (N)    080 22 37.     (W)     SCALED    
 KY0363* NAVD 88     -       306.769  (meters)    1006.46   (feet)  ADJUSTED  
 KY0363  ___________________________________________________________________
 KY0363  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KY0363  DYNAMIC HT  -         306.601 (meters)    1005.91  (feet)  COMP
 KY0363  MODELED GRAV-     980,070.5   (mgal)                       NAVD 88
 KY0363
 KY0363  VERT ORDER  -  SECOND    CLASS 0
 KY0363
 KY0363.The horizontal coordinates were scaled from a topographic map and have
 KY0363.an estimated accuracy of +/- 6 seconds.
 KY0363
 KY0363.The orthometric height was determined by differential leveling
 KY0363.and adjusted by the National Geodetic Survey in June 1991..
 KY0363
 KY0363.The geoid height was determined by GEOID03.
 KY0363
 KY0363.The dynamic height is computed by dividing the NAVD 88
 KY0363.geopotential number by the normal gravity value computed on the
 KY0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0363.degrees latitude (g = 980.6199 gals.).
 KY0363
 KY0363.The modeled gravity was interpolated from observed gravity values.
 KY0363
 KY0363;                    North         East    Units  Estimated Accuracy
 KY0363;SPC PA S     -   120,770.      377,000.      MT  (+/- 180 meters Scaled)
 KY0363
 KY0363                          SUPERSEDED SURVEY CONTROL
 KY0363
 KY0363  NGVD 29 (??/??/92)  306.914  (m)         1006.93   (f) ADJ UNCH    2 0
 KY0363
 KY0363.Superseded values are not recommended for survey control.
 KY0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0363.See file dsdata.txt to determine how the superseded data were derived.
 KY0363
 KY0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE528713(NAD 83)
 KY0363_MARKER: DB = BENCH MARK DISK
 KY0363_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0363_SP_SET: OVERPASS
 KY0363_STAMPING: A 112 1957
 KY0363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0363
 KY0363  HISTORY     - Date     Condition        Report By
 KY0363  HISTORY     - 1957     MONUMENTED       CGS
 KY0363
 KY0363                          STATION DESCRIPTION
 KY0363
 KY0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0363'0.8 MI E FROM BURGETTSTOWN.
 KY0363'ABOUT 0.8 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY0363'STATION AT BURGETTSTOWN, ABOUT 0.3 MILE EAST OF MILE POST 27,
 KY0363'0.05 MILE EAST OF TELEGRAPH TOWER BURGETTS, IN THE TOP OF WEST
 KY0363'END OF NORTH CONCRETE HEAD WALL OF AN ARCHED STONE MASONRY AND
 KY0363'CONCRETE OVERPASS NO. 26+72 OVER AN ABANDONED ROAD, 10 FEET
 KY0363'NORTH OF NORTH RAIL OF NORTH TRACK AND ABOUT 2 1/2 FEET BELOW
 KY0363'LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0991 ***********************************************************************
 KY0991  DESIGNATION -  A 113
 KY0991  PID         -  KY0991
 KY0991  STATE/COUNTY-  PA/WASHINGTON
 KY0991  USGS QUAD   -  VALLEY GROVE (1981)
 KY0991
 KY0991                         *CURRENT SURVEY CONTROL
 KY0991  ___________________________________________________________________
 KY0991* NAD 83(1986)-  40 06 26.     (N)    080 30 48.     (W)     SCALED    
 KY0991* NAVD 88     -       367.289  (meters)    1205.01   (feet)  ADJUSTED  
 KY0991  ___________________________________________________________________
 KY0991  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KY0991  DYNAMIC HT  -         367.080 (meters)    1204.33  (feet)  COMP
 KY0991  MODELED GRAV-     980,047.3   (mgal)                       NAVD 88
 KY0991
 KY0991  VERT ORDER  -  SECOND    CLASS 0
 KY0991
 KY0991.The horizontal coordinates were scaled from a topographic map and have
 KY0991.an estimated accuracy of +/- 6 seconds.
 KY0991
 KY0991.The orthometric height was determined by differential leveling
 KY0991.and adjusted by the National Geodetic Survey in June 1991..
 KY0991
 KY0991.The geoid height was determined by GEOID03.
 KY0991
 KY0991.The dynamic height is computed by dividing the NAVD 88
 KY0991.geopotential number by the normal gravity value computed on the
 KY0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0991.degrees latitude (g = 980.6199 gals.).
 KY0991
 KY0991.The modeled gravity was interpolated from observed gravity values.
 KY0991
 KY0991;                    North         East    Units  Estimated Accuracy
 KY0991;SPC PA S     -    89,610.      364,440.      MT  (+/- 180 meters Scaled)
 KY0991
 KY0991                          SUPERSEDED SURVEY CONTROL
 KY0991
 KY0991  NGVD 29 (??/??/92)  367.432  (m)         1205.48   (f) ADJ UNCH    2 0
 KY0991
 KY0991.Superseded values are not recommended for survey control.
 KY0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0991.See file dsdata.txt to determine how the superseded data were derived.
 KY0991
 KY0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE414397(NAD 83)
 KY0991_MARKER: DB = BENCH MARK DISK
 KY0991_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0991_SP_SET: CATCH BASIN
 KY0991_STAMPING: A 113 1957
 KY0991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0991
 KY0991  HISTORY     - Date     Condition        Report By
 KY0991  HISTORY     - 1957     MONUMENTED       CGS
 KY0991
 KY0991                          STATION DESCRIPTION
 KY0991
 KY0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0991'0.3 MI SW FROM WEST ALEXANDER.
 KY0991'ABOUT 0.3 MILE SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 KY0991'WITH A BLACK TOP ROAD LEADING NORTH TO AVELLA AND DUNSFORT AT WEST
 KY0991'ALEXANDER, 0.45 MILE NORTHEAST OF THE PENNSYLVANIA-WEST VIRGINIA
 KY0991'STATE LINE, AT THE Y JUNCTION OF A FENCE LINE, 37 1/2 FEET NORTHWEST
 KY0991'OF THE CENTER LINE OF THE HIGHWAY, 11 1/2 FEET NORTH OF THE CENTER
 KY0991'LINE OF A FARM TRAIL, ON TOP OF THE WEST END OF THE BACKWALL OF A
 KY0991'3 1/2-BY 2 1/2 FOOT CONCRETE CATCH BASIN FOR A 12-INCH PIPE CULVERT
 KY0991'UNDER THE HIGHWAY AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0491 ***********************************************************************
 KY0491  DESIGNATION -  A 114
 KY0491  PID         -  KY0491
 KY0491  STATE/COUNTY-  PA/WASHINGTON
 KY0491  USGS QUAD   -  CLAYSVILLE (1977)
 KY0491
 KY0491                         *CURRENT SURVEY CONTROL
 KY0491  ___________________________________________________________________
 KY0491* NAD 83(1986)-  40 02 29.     (N)    080 28 30.     (W)     SCALED    
 KY0491* NAVD 88     -       351.758  (meters)    1154.06   (feet)  ADJUSTED  
 KY0491  ___________________________________________________________________
 KY0491  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 KY0491  DYNAMIC HT  -         351.553 (meters)    1153.39  (feet)  COMP
 KY0491  MODELED GRAV-     980,034.6   (mgal)                       NAVD 88
 KY0491
 KY0491  VERT ORDER  -  SECOND    CLASS 0
 KY0491
 KY0491.The horizontal coordinates were scaled from a topographic map and have
 KY0491.an estimated accuracy of +/- 6 seconds.
 KY0491
 KY0491.The orthometric height was determined by differential leveling
 KY0491.and adjusted by the National Geodetic Survey in June 1991..
 KY0491
 KY0491.The geoid height was determined by GEOID03.
 KY0491
 KY0491.The dynamic height is computed by dividing the NAVD 88
 KY0491.geopotential number by the normal gravity value computed on the
 KY0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0491.degrees latitude (g = 980.6199 gals.).
 KY0491
 KY0491.The modeled gravity was interpolated from observed gravity values.
 KY0491
 KY0491;                    North         East    Units  Estimated Accuracy
 KY0491;SPC PA S     -    82,210.      367,480.      MT  (+/- 180 meters Scaled)
 KY0491
 KY0491                          SUPERSEDED SURVEY CONTROL
 KY0491
 KY0491  NGVD 29 (??/??/92)  351.898  (m)         1154.52   (f) ADJ UNCH    2 0
 KY0491
 KY0491.Superseded values are not recommended for survey control.
 KY0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0491.See file dsdata.txt to determine how the superseded data were derived.
 KY0491
 KY0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE447324(NAD 83)
 KY0491_MARKER: DB = BENCH MARK DISK
 KY0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0491_STAMPING: A 114 1957
 KY0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0491+STABILITY: SURFACE MOTION
 KY0491
 KY0491  HISTORY     - Date     Condition        Report By
 KY0491  HISTORY     - 1957     MONUMENTED       CGS
 KY0491
 KY0491                          STATION DESCRIPTION
 KY0491
 KY0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0491'2.5 MI W FROM GOOD INTENT.
 KY0491'ABOUT 1.2 MILES SOUTHWEST ALONG A GRAVEL ROAD FOLLOWING ROBINSON
 KY0491'RUN FROM THE CHURCH AND SCHOOL AT GOOD INTENT, THENCE ABOUT 1.3
 KY0491'MILES NORTHWEST ALONG A GRAVEL ROAD, 0.65 MILE SOUTHEAST OF A
 KY0491'CROSSROAD, 195 FEET NORTHWEST OF GAS PIPE LINE MARKER NO. 1758,
 KY0491'24 FEET SOUTHWEST OF CENTER LINE OF ROAD, 2 1/2 FEET NORTH OF
 KY0491'TELEPHONE POLE NO. 102-19, 171 FEET SOUTHEAST OF SOUTH END OF
 KY0491'A STONE CULVERT UNDER ROAD FOR A CREEK BRANCH, 14 1/2 FEET
 KY0491'SOUTHWEST OF A FENCE CORNER, 1 FOOT SOUTHEAST OF A FENCE LINE,
 KY0491'ABOUT 2 FEET BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 KY0491'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0879 ***********************************************************************
 KY0879  DESIGNATION -  A 115
 KY0879  PID         -  KY0879
 KY0879  STATE/COUNTY-  PA/WASHINGTON
 KY0879  USGS QUAD   -  VALLEY GROVE (1981)
 KY0879
 KY0879                         *CURRENT SURVEY CONTROL
 KY0879  ___________________________________________________________________
 KY0879* NAD 83(1992)-  40 06 09.47013(N)    080 31 07.76732(W)     ADJUSTED  
 KY0879* NAVD 88     -       356.170  (meters)    1168.53   (feet)  ADJUSTED  
 KY0879  ___________________________________________________________________
 KY0879  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 KY0879  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KY0879  DYNAMIC HT  -         355.967 (meters)    1167.87  (feet)  COMP
 KY0879  MODELED GRAV-     980,046.1   (mgal)                       NAVD 88
 KY0879
 KY0879  HORZ ORDER  -  SECOND
 KY0879  VERT ORDER  -  SECOND    CLASS 0
 KY0879
 KY0879.The horizontal coordinates were established by classical geodetic methods
 KY0879.and adjusted by the National Geodetic Survey in June 2002..
 KY0879
 KY0879.The orthometric height was determined by differential leveling
 KY0879.and adjusted by the National Geodetic Survey in June 1991..
 KY0879.WARNING-Repeat measurements at this control monument indicate possible
 KY0879.vertical movement.
 KY0879
 KY0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY0879
 KY0879.The geoid height was determined by GEOID03.
 KY0879
 KY0879.The dynamic height is computed by dividing the NAVD 88
 KY0879.geopotential number by the normal gravity value computed on the
 KY0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0879.degrees latitude (g = 980.6199 gals.).
 KY0879
 KY0879.The modeled gravity was interpolated from observed gravity values.
 KY0879
 KY0879;                    North         East     Units Scale Factor Converg.
 KY0879;SPC PA S     -    89,119.200   363,957.683   MT  0.99997785   -1 47 47.0
 KY0879;SPC PA S     -   292,385.24  1,194,084.50   sFT  0.99997785   -1 47 47.0
 KY0879;SPC WV N     -   178,416.676   513,133.066   MT  0.99997529   -0 38 59.2
 KY0879;UTM  17      - 4,439,259.243   541,011.543   MT  0.99962070   +0 18 35.8
 KY0879
 KY0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY0879!SPC PA S     -   0.99994943  x   0.99997785  =   0.99992728
 KY0879!SPC WV N     -   0.99994943  x   0.99997529  =   0.99992472
 KY0879!UTM  17      -   0.99994943  x   0.99962070  =   0.99957015
 KY0879
 KY0879                          SUPERSEDED SURVEY CONTROL
 KY0879
 KY0879  NAD 83(1995)-  40 06 09.47024(N)    080 31 07.76715(W) AD(       ) 2
 KY0879  NAD 83(1986)-  40 06 09.47606(N)    080 31 07.77422(W) AD(       ) 2
 KY0879  NAD 27      -  40 06 09.22070(N)    080 31 08.52630(W) AD(       ) 2
 KY0879  NGVD 29 (??/??/92)  356.313  (m)         1169.00   (f) ADJ UNCH    2 0
 KY0879
 KY0879.Superseded values are not recommended for survey control.
 KY0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0879.See file dsdata.txt to determine how the superseded data were derived.
 KY0879
 KY0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE4101239259(NAD 83)
 KY0879_MARKER: DB = BENCH MARK DISK
 KY0879_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0879_SP_SET: OVERPASS
 KY0879_STAMPING: A 115 1935
 KY0879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0879
 KY0879  HISTORY     - Date     Condition        Report By
 KY0879  HISTORY     - 1960     MONUMENTED       CGS
 KY0879  HISTORY     - 1957     GOOD             NGS
 KY0879  HISTORY     - 1960     GOOD             NGS
 KY0879
 KY0879                          STATION DESCRIPTION
 KY0879
 KY0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KY0879'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WEST
 KY0879'ALEXANDER (USGS)
 KY0879'
 KY0879'STATION IS LOCATED ABOUT 0.3 MILE SOUTHWEST OF WEST ALEXANDER,
 KY0879'ABOUT 0.15 MILE SOUTH OF U.S. HIGHWAY 40 AND 0.2 MILE SOUTHWEST OF
 KY0879'THE BALTIMORE AND OHIO RAILROAD STATION IN WEST ALEXANDER.
 KY0879'
 KY0879'TO REACH THE STATION FROM THE POST OFFICE IN WEST ALEXANDER, GO
 KY0879'WEST ON MAIN STREET FOR 0.05 MILE TO A Y-INTERSECTION.  KEEP RIGHT
 KY0879'FORK DOWN HILL FOR 0.25 MILE TO THE BALTIMORE AND OHIO RAILROAD
 KY0879'UNDERPASS AND STATION AS DESCRIBED.
 KY0879'
 KY0879'THE STATION, A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK
 KY0879'DISK STAMPED A 115 1935, CEMENTED IN A DRILL HOLE IN THE SOUTHEAST
 KY0879'CORNER OF THE CONCRETE ABUTMENT.  IT IS 72.6 FEET NORTH-NORTHEAST
 KY0879'OF THE WEST VIRGINIA AND PENNSYLVANIA STATE BOUNDARY MARKER,
 KY0879'14.6 FEET SOUTH OF THE CENTER OF THE TRACKS AND 5 FEET
 KY0879'EAST-NORTHEAST OF THE SOUTHEAST END OF THE UNDERPASS.
 KY0879'
 KY0879'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 KY0879
 KY0879                          STATION RECOVERY (1957)
 KY0879
 KY0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 KY0879'0.2 MI SW FROM WEST ALEXANDER.
 KY0879'ABOUT 0.2 MILE SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY0879'FROM ITS STATION AT WEST ALEXANDER, BETWEEN MILEAGE POLES 53 + 7
 KY0879'AND 53 + 8, 24 YARDS NORTHEAST OF A PENNSYLVANIA-WEST VIRGINIA
 KY0879'STATE LINE MARKER, ON TOP OF THE SOUTHEAST END OF THE
 KY0879'NORTHEAST CONCRETE ABUTMENT OF A STEEL PLATE OVERPASS NO. 170
 KY0879'OVER OLD U.S. HIGHWAY 40, 11.8 FEET SOUTHEAST OF THE
 KY0879'SOUTHEAST RAIL AND ABOUT 1 FOOT BELOW THE TOP OF RAIL.
 KY0879
 KY0879                          STATION RECOVERY (1960)
 KY0879
 KY0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KY0879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE9986 ***********************************************************************
 DE9986  DESIGNATION -  A 115 RESET
 DE9986  PID         -  DE9986
 DE9986  STATE/COUNTY-  PA/WASHINGTON
 DE9986  USGS QUAD   -  VALLEY GROVE (1981)
 DE9986
 DE9986                         *CURRENT SURVEY CONTROL
 DE9986  ___________________________________________________________________
 DE9986* NAD 83(1986)-  40 06 09.     (N)    080 31 06.     (W)     SCALED    
 DE9986* NAVD 88     -       347.09   (meters)    1138.7    (feet)  RESET     
 DE9986  ___________________________________________________________________
 DE9986  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 DE9986
 DE9986  VERT ORDER  -  THIRD
 DE9986
 DE9986.The horizontal coordinates were scaled from a topographic map and have
 DE9986.an estimated accuracy of +/- 6 seconds.
 DE9986
 DE9986.The orthometric height was computed from unverified reset data.
 DE9986.No vertical observational check was made to the station.
 DE9986
 DE9986.The geoid height was determined by GEOID03.
 DE9986
 DE9986;                    North         East    Units  Estimated Accuracy
 DE9986;SPC PA S     -    89,100.      364,000.      MT  (+/- 180 meters Scaled)
 DE9986
 DE9986                          SUPERSEDED SURVEY CONTROL
 DE9986
 DE9986.No superseded survey control is available for this station.
 DE9986
 DE9986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE410392(NAD 83)
 DE9986_MARKER: DV = VERTICAL CONTROL DISK
 DE9986_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE9986_SP_SET: BRIDGE ABUTMENT
 DE9986_STAMPING: A 115 RESET 2002
 DE9986_MARK LOGO: NGS   
 DE9986_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9986
 DE9986  HISTORY     - Date     Condition        Report By
 DE9986  HISTORY     - 2002     MONUMENTED       LOCSUR
 DE9986
 DE9986                          STATION DESCRIPTION
 DE9986
 DE9986'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2002 (CER)
 DE9986'TO REACH THE STATION FROM THE POST OFFICE IN WEST ALEXANDER, GO WEST
 DE9986'ON MAIN STREET FOR 0.05 MILE (0.08 KM) TO A Y INTERSECTION.  KEEP
 DE9986'RIGHT FORK DOWN HILL FOR 0.4 MILE (0.6 KM) PAST RAILROAD BRIDGE NO 170
 DE9986'AND STATION ON LEFT.  A NGS BRASS DISC SET IN THE NORTH END OF THE
 DE9986'SOUTHEAST WINGWALL OF CONCRETE BRIDGE OVER SMALL STREAM, 350 FEET
 DE9986'(106.7 M) WEST OF BALTIMORE AND OHIO RAILROAD BRIDGE NO 170.  STATION
 DE9986'IS 10 FEET (3.0 M) SOUTH FROM THE CENTERLINE OF OLD ROUTE 40, 1 FOOT
 DE9986'(0.3 M) BELOW ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0330 ***********************************************************************
 KY0330  DESIGNATION -  A 116
 KY0330  PID         -  KY0330
 KY0330  STATE/COUNTY-  PA/WASHINGTON
 KY0330  USGS QUAD   -  WASHINGTON EAST (1977)
 KY0330
 KY0330                         *CURRENT SURVEY CONTROL
 KY0330  ___________________________________________________________________
 KY0330* NAD 83(1986)-  40 09 55.     (N)    080 14 38.     (W)     SCALED    
 KY0330* NAVD 88     -       320.531  (meters)    1051.61   (feet)  ADJUSTED  
 KY0330  ___________________________________________________________________
 KY0330  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 KY0330  DYNAMIC HT  -         320.350 (meters)    1051.02  (feet)  COMP
 KY0330  MODELED GRAV-     980,053.3   (mgal)                       NAVD 88
 KY0330
 KY0330  VERT ORDER  -  SECOND    CLASS 0
 KY0330
 KY0330.The horizontal coordinates were scaled from a topographic map and have
 KY0330.an estimated accuracy of +/- 6 seconds.
 KY0330
 KY0330.The orthometric height was determined by differential leveling
 KY0330.and adjusted by the National Geodetic Survey in June 1991..
 KY0330
 KY0330.The geoid height was determined by GEOID03.
 KY0330
 KY0330.The dynamic height is computed by dividing the NAVD 88
 KY0330.geopotential number by the normal gravity value computed on the
 KY0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0330.degrees latitude (g = 980.6199 gals.).
 KY0330
 KY0330.The modeled gravity was interpolated from observed gravity values.
 KY0330
 KY0330;                    North         East    Units  Estimated Accuracy
 KY0330;SPC PA S     -    95,370.      387,590.      MT  (+/- 180 meters Scaled)
 KY0330
 KY0330                          SUPERSEDED SURVEY CONTROL
 KY0330
 KY0330  NGVD 29 (??/??/92)  320.665  (m)         1052.05   (f) ADJ UNCH    2 0
 KY0330
 KY0330.Superseded values are not recommended for survey control.
 KY0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0330.See file dsdata.txt to determine how the superseded data were derived.
 KY0330
 KY0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE643463(NAD 83)
 KY0330_MARKER: DB = BENCH MARK DISK
 KY0330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0330_SP_SET: FOUNDATION
 KY0330_STAMPING: A 116 1935
 KY0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0330
 KY0330  HISTORY     - Date     Condition        Report By
 KY0330  HISTORY     - 1935     MONUMENTED       CGS
 KY0330  HISTORY     - 1957     GOOD             NGS
 KY0330  HISTORY     - 1961     GOOD             NGS
 KY0330
 KY0330                          STATION DESCRIPTION
 KY0330
 KY0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0330'AT WASHINGTON.
 KY0330'AT WASHINGTON, NEAR THE INTERSECTION OF SOUTH MAIN STREET
 KY0330'AND PARK AVENUE (STATE HIGHWAY 18) LEADING SOUTHWEST, 35 FEET EAST OF
 KY0330'THE EAST CURB OF SOUTH MAIN STREET, 12 1/2 FEET NORTH OF THE
 KY0330'NORTH RAIL OF A SPUR TRACK WHICH CROSSES SOUTH MAIN STREET,
 KY0330'SET VERTICALLY IN THE SOUTH STONE FACE OF FOUNDATION OF THE
 KY0330'FORMER PENNSYLVANIA RAILROAD MAIN STREET STATION (NOW HOUSING
 KY0330'A FEED STORE), 3.4 FEET EAST OF THE SOUTHWEST CORNER OF THE
 KY0330'BUILDING AND 1 FOOT ABOVE THE BRICK WALK.
 KY0330
 KY0330                          STATION RECOVERY (1961)
 KY0330
 KY0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KY0330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0523 ***********************************************************************
 KX0523  DESIGNATION -  A 117
 KX0523  PID         -  KX0523
 KX0523  STATE/COUNTY-  PA/SOMERSET
 KX0523  USGS QUAD   -  HOOVERSVILLE (1994)
 KX0523
 KX0523                         *CURRENT SURVEY CONTROL
 KX0523  ___________________________________________________________________
 KX0523* NAD 83(1986)-  40 10 17.     (N)    078 54 27.     (W)     SCALED    
 KX0523* NAVD 88     -       489.493  (meters)    1605.94   (feet)  ADJUSTED  
 KX0523  ___________________________________________________________________
 KX0523  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KX0523  DYNAMIC HT  -         489.207 (meters)    1605.01  (feet)  COMP
 KX0523  MODELED GRAV-     980,025.8   (mgal)                       NAVD 88
 KX0523
 KX0523  VERT ORDER  -  SECOND    CLASS 0
 KX0523
 KX0523.The horizontal coordinates were scaled from a topographic map and have
 KX0523.an estimated accuracy of +/- 6 seconds.
 KX0523
 KX0523.The orthometric height was determined by differential leveling
 KX0523.and adjusted by the National Geodetic Survey in June 1991..
 KX0523
 KX0523.The geoid height was determined by GEOID03.
 KX0523
 KX0523.The dynamic height is computed by dividing the NAVD 88
 KX0523.geopotential number by the normal gravity value computed on the
 KX0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0523.degrees latitude (g = 980.6199 gals.).
 KX0523
 KX0523.The modeled gravity was interpolated from observed gravity values.
 KX0523
 KX0523;                    North         East    Units  Estimated Accuracy
 KX0523;SPC PA S     -    93,700.      501,410.      MT  (+/- 180 meters Scaled)
 KX0523
 KX0523                          SUPERSEDED SURVEY CONTROL
 KX0523
 KX0523  NGVD 29 (??/??/92)  489.63   (m)         1606.4    (f) COMPUTED    2 0
 KX0523
 KX0523.Superseded values are not recommended for survey control.
 KX0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0523.See file dsdata.txt to determine how the superseded data were derived.
 KX0523
 KX0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE781488(NAD 83)
 KX0523_MARKER: DB = BENCH MARK DISK
 KX0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0523_STAMPING: A 117 1935
 KX0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0523+STABILITY: SURFACE MOTION
 KX0523
 KX0523  HISTORY     - Date     Condition        Report By
 KX0523  HISTORY     - 1935     MONUMENTED       CGS
 KX0523
 KX0523                          STATION DESCRIPTION
 KX0523
 KX0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX0523'3.4 MI S FROM HOLSOPPLE.
 KX0523'ABOUT 3.4 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KX0523'THE STATION AT HOLSOPPLE, SOMERSET COUNTY, ABOUT 100 YARDS NORTH
 KX0523'OF THE BLOUGH WAITING STATION, ABOUT 0.3 MILE SOUTH OF MILEPOST
 KX0523'16 J 29 R, 15 FEET WEST OF THE WEST RAIL, AND 2.5 FEET NORTH OF
 KX0523'POLE 28+25.  A STANDARD DISK, STAMPED A 117 1935 AND SET IN THE
 KX0523'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0484 ***********************************************************************
 KX0484  DESIGNATION -  A 118
 KX0484  PID         -  KX0484
 KX0484  STATE/COUNTY-  PA/CAMBRIA
 KX0484  USGS QUAD   -  JOHNSTOWN (1981)
 KX0484
 KX0484                         *CURRENT SURVEY CONTROL
 KX0484  ___________________________________________________________________
 KX0484* NAD 83(1986)-  40 18 42.     (N)    078 54 17.     (W)     SCALED    
 KX0484* NAVD 88     -       381.002  (meters)    1250.00   (feet)  ADJUSTED  
 KX0484  ___________________________________________________________________
 KX0484  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 KX0484  DYNAMIC HT  -         380.796 (meters)    1249.33  (feet)  COMP
 KX0484  MODELED GRAV-     980,074.7   (mgal)                       NAVD 88
 KX0484
 KX0484  VERT ORDER  -  FIRST     CLASS I
 KX0484
 KX0484.The horizontal coordinates were scaled from a topographic map and have
 KX0484.an estimated accuracy of +/- 6 seconds.
 KX0484
 KX0484.The orthometric height was determined by differential leveling
 KX0484.and adjusted by the National Geodetic Survey in June 1991..
 KX0484.WARNING-Repeat measurements at this control monument indicate possible
 KX0484.vertical movement.
 KX0484
 KX0484.The geoid height was determined by GEOID03.
 KX0484
 KX0484.The dynamic height is computed by dividing the NAVD 88
 KX0484.geopotential number by the normal gravity value computed on the
 KX0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0484.degrees latitude (g = 980.6199 gals.).
 KX0484
 KX0484.The modeled gravity was interpolated from observed gravity values.
 KX0484
 KX0484;                    North         East    Units  Estimated Accuracy
 KX0484;SPC PA S     -   109,270.      501,850.      MT  (+/- 180 meters Scaled)
 KX0484
 KX0484                          SUPERSEDED SURVEY CONTROL
 KX0484
 KX0484  NGVD 29 (??/??/92)  381.173  (m)         1250.57   (f) ADJ UNCH    1 1
 KX0484
 KX0484.Superseded values are not recommended for survey control.
 KX0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0484.See file dsdata.txt to determine how the superseded data were derived.
 KX0484
 KX0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE780644(NAD 83)
 KX0484_MARKER: DB = BENCH MARK DISK
 KX0484_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0484_SP_SET: BUILDING
 KX0484_STAMPING: A 118 1935
 KX0484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0484_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KX0484+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2001
 KX0484
 KX0484  HISTORY     - Date     Condition        Report By
 KX0484  HISTORY     - 1935     MONUMENTED       CGS
 KX0484  HISTORY     - 1966     GOOD             NGS
 KX0484  HISTORY     - 20010322 GOOD             PADT
 KX0484  HISTORY     - 20050511 GOOD             PADT
 KX0484
 KX0484                          STATION DESCRIPTION
 KX0484
 KX0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0484'AT JOHNSTOWN.
 KX0484'AT JOHNSTOWN, ABOUT 1.3 MILES SOUTHEAST ALONG MAIN AND
 KX0484'BEDFORD STREET FROM THE CITY HALL, AT THE DALE BOROUGH
 KX0484'MUNICIPAL BUILDING AT 810 BEDFORD STREET, ABOUT 126 FEET
 KX0484'EAST OF THE JUNCTION OF BEDROAD AND HUMMEL STREET, SET
 KX0484'VERTICALLY IN THE NORTH SIDE OF THE CONCRETE WALL IN FRONT OF
 KX0484'THE MUNICIPAL BUILDING, 30 1/2 FEET SOUTH OF THE CENTER
 KX0484'LINE OF BEDFORD STREET, 11.8 FEET NORTH OF THE NORTH SIDE OF
 KX0484'THE BUILDING, 11.4 FEET WEST OF THE CENTER OF THE STEP LEADING
 KX0484'TO ENTRANCE TO BUILDING, 2 FEET EAST OF THE NORTHWEST CORNER OF
 KX0484'THE CONCRETE WALL AND 1.4 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 KX0484
 KX0484                          STATION RECOVERY (2001)
 KX0484
 KX0484'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (TRN)
 KX0484'RECOVERED IN GOOD CONDITION.
 KX0484
 KX0484                          STATION RECOVERY (2005)
 KX0484
 KX0484'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (GL)
 KX0484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1483 ***********************************************************************
 KV1483  DESIGNATION -  A 12
 KV1483  PID         -  KV1483
 KV1483  STATE/COUNTY-  PA/NORTHAMPTON
 KV1483  USGS QUAD   -  NAZARETH (1992)
 KV1483
 KV1483                         *CURRENT SURVEY CONTROL
 KV1483  ___________________________________________________________________
 KV1483* NAD 83(1986)-  40 37 58.     (N)    075 20 05.     (W)     SCALED    
 KV1483* NAVD 88     -        68.506  (meters)     224.76   (feet)  ADJUSTED  
 KV1483  ___________________________________________________________________
 KV1483  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 KV1483  DYNAMIC HT  -          68.473 (meters)     224.65  (feet)  COMP
 KV1483  MODELED GRAV-     980,148.4   (mgal)                       NAVD 88
 KV1483
 KV1483  VERT ORDER  -  FIRST     CLASS II
 KV1483
 KV1483.The horizontal coordinates were scaled from a topographic map and have
 KV1483.an estimated accuracy of +/- 6 seconds.
 KV1483
 KV1483.The orthometric height was determined by differential leveling
 KV1483.and adjusted by the National Geodetic Survey in June 1991..
 KV1483
 KV1483.The geoid height was determined by GEOID03.
 KV1483
 KV1483.The dynamic height is computed by dividing the NAVD 88
 KV1483.geopotential number by the normal gravity value computed on the
 KV1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1483.degrees latitude (g = 980.6199 gals.).
 KV1483
 KV1483.The modeled gravity was interpolated from observed gravity values.
 KV1483
 KV1483;                    North         East    Units  Estimated Accuracy
 KV1483;SPC PA S     -   147,080.      804,300.      MT  (+/- 180 meters Scaled)
 KV1483
 KV1483                          SUPERSEDED SURVEY CONTROL
 KV1483
 KV1483  NGVD 29 (??/??/??)   68.718  (m)          225.45   (f) ADJUSTED    1 2
 KV1483
 KV1483.Superseded values are not recommended for survey control.
 KV1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1483.See file dsdata.txt to determine how the superseded data were derived.
 KV1483
 KV1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK716980(NAD 83)
 KV1483_MARKER: DB = BENCH MARK DISK
 KV1483_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1483_SP_SET: ABUTMENT
 KV1483_STAMPING: 225.452 A 12 1932
 KV1483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1483+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2004
 KV1483
 KV1483  HISTORY     - Date     Condition        Report By
 KV1483  HISTORY     - 1932     MONUMENTED       CGS
 KV1483  HISTORY     - 1934     GOOD             CGS
 KV1483  HISTORY     - 1978     GOOD             LOCENG
 KV1483  HISTORY     - 1979     GOOD             NGS
 KV1483  HISTORY     - 19940425 GOOD             USPSQD
 KV1483  HISTORY     - 20040211 GOOD             GEOCAC
 KV1483  HISTORY     - 20060227 GOOD             PADT
 KV1483  HISTORY     - 20060228 GOOD             PADT
 KV1483
 KV1483                          STATION DESCRIPTION
 KV1483
 KV1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1483'AT FREEMANSBURG.
 KV1483'AT FREEMANSBURG, NORTHAMPTON COUNTY, ON THE CENTRAL RAILROAD
 KV1483'OF NEW JERSEY, 0.4 MILE NORTHEAST OF THE STATION, 3-1/2 RAILS
 KV1483'SOUTHWEST OF MILEPOST 81, AT BRIDGE 81/03, IN THE TOP OF THE
 KV1483'SOUTHWEST SIDE WALL OF THE NORTHEAST ABUTMENT, AND AT THE
 KV1483'NORTHEAST BRIDGE SEAT.  A STANDARD DISK, STAMPED 225.452 A 12
 KV1483'1932.
 KV1483
 KV1483                          STATION RECOVERY (1934)
 KV1483
 KV1483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 KV1483'RECOVERED IN GOOD CONDITION.
 KV1483
 KV1483                          STATION RECOVERY (1978)
 KV1483
 KV1483'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 KV1483'RECOVERED IN GOOD CONDITION.
 KV1483
 KV1483                          STATION RECOVERY (1979)
 KV1483
 KV1483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV1483'RECOVERED IN GOOD CONDITION.
 KV1483
 KV1483                          STATION RECOVERY (1994)
 KV1483
 KV1483'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1483'RECOVERED IN GOOD CONDITION.
 KV1483
 KV1483                          STATION RECOVERY (2004)
 KV1483
 KV1483'RECOVERY NOTE BY GEOCACHING 2004 (MDP)
 KV1483'LOCATED IN TOP OF SOUTHEAST WING WALL OF ABANDONED RAILROAD BRIDGE
 KV1483'OVER NORTH END OF MAIN STREET IN FREEMANSBURG, PA.
 KV1483
 KV1483                          STATION RECOVERY (2006)
 KV1483
 KV1483'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (SQ)
 KV1483'RECOVERED IN GOOD CONDITION.
 KV1483
 KV1483                          STATION RECOVERY (2006)
 KV1483
 KV1483'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (SQ)
 KV1483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JX0014 ***********************************************************************
 JX0014  DESIGNATION -  A 120
 JX0014  PID         -  JX0014
 JX0014  STATE/COUNTY-  PA/GREENE
 JX0014  USGS QUAD   -  MATHER (1994)
 JX0014
 JX0014                         *CURRENT SURVEY CONTROL
 JX0014  ___________________________________________________________________
 JX0014* NAD 83(1986)-  39 56 23.     (N)    080 00 45.     (W)     SCALED    
 JX0014* NAVD 88     -       308.837  (meters)    1013.24   (feet)  ADJUSTED  
 JX0014  ___________________________________________________________________
 JX0014  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JX0014  DYNAMIC HT  -         308.662 (meters)    1012.67  (feet)  COMP
 JX0014  MODELED GRAV-     980,049.8   (mgal)                       NAVD 88
 JX0014
 JX0014  VERT ORDER  -  SECOND    CLASS 0
 JX0014
 JX0014.The horizontal coordinates were scaled from a topographic map and have
 JX0014.an estimated accuracy of +/- 6 seconds.
 JX0014
 JX0014.The orthometric height was determined by differential leveling
 JX0014.and adjusted by the National Geodetic Survey in June 1991..
 JX0014
 JX0014.The geoid height was determined by GEOID03.
 JX0014
 JX0014.The dynamic height is computed by dividing the NAVD 88
 JX0014.geopotential number by the normal gravity value computed on the
 JX0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0014.degrees latitude (g = 980.6199 gals.).
 JX0014
 JX0014.The modeled gravity was interpolated from observed gravity values.
 JX0014
 JX0014;                    North         East    Units  Estimated Accuracy
 JX0014;SPC PA S     -    69,810.      406,650.      MT  (+/- 180 meters Scaled)
 JX0014
 JX0014                          SUPERSEDED SURVEY CONTROL
 JX0014
 JX0014  NGVD 29 (??/??/92)  308.985  (m)         1013.73   (f) ADJ UNCH    2 0
 JX0014
 JX0014.Superseded values are not recommended for survey control.
 JX0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0014.See file dsdata.txt to determine how the superseded data were derived.
 JX0014
 JX0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE843215(NAD 83)
 JX0014_MARKER: DB = BENCH MARK DISK
 JX0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0014_STAMPING: A 120 1935
 JX0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0014+STABILITY: SURFACE MOTION
 JX0014
 JX0014  HISTORY     - Date     Condition        Report By
 JX0014  HISTORY     - 1935     MONUMENTED       CGS
 JX0014  HISTORY     - 1936     GOOD             NGS
 JX0014
 JX0014                          STATION DESCRIPTION
 JX0014
 JX0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 JX0014'3.5 MI NE FROM JEFFERSON.
 JX0014'ABOUT 3.5 MILES NORTHEAST ALONG STATE HIGHWAY 188 FROM A GRADE
 JX0014'SCHOOL AT JEFFERSON, GREENE COUNTY, AT THE JUNCTION OF STATE
 JX0014'HIGHWAY 88, ABOUT 150 YARDS SOUTHWEST OF THE CRY TAVERN BRICK
 JX0014'SCHOOL AT THE TOP OF A HILL, AT THE NORTHWEST SIDE OF A PARK,
 JX0014'AND 12 FEET NORTHWEST OF A FLAGPOLE.  A STANDARD DISK, STAMPED
 JX0014'A 120 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0568 ***********************************************************************
 JW0568  DESIGNATION -  A 121
 JW0568  PID         -  JW0568
 JW0568  STATE/COUNTY-  PA/SOMERSET
 JW0568  USGS QUAD   -  CONFLUENCE (1994)
 JW0568
 JW0568                         *CURRENT SURVEY CONTROL
 JW0568  ___________________________________________________________________
 JW0568* NAD 83(1986)-  39 48 46.     (N)    079 21 32.     (W)     SCALED    
 JW0568* NAVD 88     -       406.837  (meters)    1334.76   (feet)  ADJUSTED  
 JW0568  ___________________________________________________________________
 JW0568  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 JW0568  DYNAMIC HT  -         406.589 (meters)    1333.95  (feet)  COMP
 JW0568  MODELED GRAV-     980,004.5   (mgal)                       NAVD 88
 JW0568
 JW0568  VERT ORDER  -  FIRST     CLASS II
 JW0568
 JW0568.The horizontal coordinates were scaled from a topographic map and have
 JW0568.an estimated accuracy of +/- 6 seconds.
 JW0568
 JW0568.The orthometric height was determined by differential leveling
 JW0568.and adjusted by the National Geodetic Survey in June 1991..
 JW0568
 JW0568.The geoid height was determined by GEOID03.
 JW0568
 JW0568.The dynamic height is computed by dividing the NAVD 88
 JW0568.geopotential number by the normal gravity value computed on the
 JW0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0568.degrees latitude (g = 980.6199 gals.).
 JW0568
 JW0568.The modeled gravity was interpolated from observed gravity values.
 JW0568
 JW0568;                    North         East    Units  Estimated Accuracy
 JW0568;SPC PA S     -    54,490.      462,240.      MT  (+/- 180 meters Scaled)
 JW0568
 JW0568                          SUPERSEDED SURVEY CONTROL
 JW0568
 JW0568  NGVD 29 (??/??/92)  406.977  (m)         1335.22   (f) ADJ UNCH    1 2
 JW0568
 JW0568.Superseded values are not recommended for survey control.
 JW0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0568.See file dsdata.txt to determine how the superseded data were derived.
 JW0568
 JW0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE404082(NAD 83)
 JW0568_MARKER: DB = BENCH MARK DISK
 JW0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0568_STAMPING: A 121 1935
 JW0568_MARK LOGO: CGS   
 JW0568_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0568+STABILITY: SURFACE MOTION
 JW0568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW0568+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2005
 JW0568
 JW0568  HISTORY     - Date     Condition        Report By
 JW0568  HISTORY     - 1935     MONUMENTED       CGS
 JW0568  HISTORY     - 1954     GOOD             NGS
 JW0568  HISTORY     - 20030101 GOOD             NGS
 JW0568  HISTORY     - 20050819 GOOD             TERRSV
 JW0568
 JW0568                          STATION DESCRIPTION
 JW0568
 JW0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JW0568'AT CONFLUENCE.
 JW0568'AT CONFLUENCE, ALONG THE BALTIMORE AND OHIO RAILROAD, 83 FEET
 JW0568'SOUTHEAST OF SOUTH CORNER OF THE STATION, 55 FEET SOUTH OF SOUTH
 JW0568'RAIL OF MAIN TRACK, 8 FEET SOUTH OF SOUTH RAIL OF EXTREME SOUTH
 JW0568'TRACK, 5 FEET EAST OF TELEPHONE POLE NO. 243/8, 19 FEET NORTHWEST
 JW0568'OF NORTHWEST CORNER OF KURTZ FEED AND SUPPLY BUILDING, ABOUT 1
 JW0568'FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 JW0568'POST PROJECTING 4 INCHES.
 JW0568
 JW0568                          STATION RECOVERY (2003)
 JW0568
 JW0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (RD)
 JW0568'MARK RECOVERED IN GOOD CONDITION.
 JW0568
 JW0568                          STATION RECOVERY (2005)
 JW0568
 JW0568'RECOVERY NOTE BY TERRA SURV 2005 (JVH)
 JW0568'RECOVERED AS DESCRIBED. NOTE=THIS STATION IS STAMPED A 121, NOT A 1
 JW0568'21. THE CORRECT DESIGNATION OF THIS STATION IS A 121.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0265 ***********************************************************************
 KX0265  DESIGNATION -  A 122
 KX0265  PID         -  KX0265
 KX0265  STATE/COUNTY-  PA/BLAIR
 KX0265  USGS QUAD   -  HOLLIDAYSBURG (1981)
 KX0265
 KX0265                         *CURRENT SURVEY CONTROL
 KX0265  ___________________________________________________________________
 KX0265* NAD 83(1986)-  40 28 41.     (N)    078 29 58.     (W)     SCALED    
 KX0265* NAVD 88     -       585.629  (meters)    1921.35   (feet)  ADJUSTED  
 KX0265  ___________________________________________________________________
 KX0265  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KX0265  DYNAMIC HT  -         585.303 (meters)    1920.28  (feet)  COMP
 KX0265  MODELED GRAV-     980,050.4   (mgal)                       NAVD 88
 KX0265
 KX0265  VERT ORDER  -  FIRST     CLASS I
 KX0265
 KX0265.The horizontal coordinates were scaled from a topographic map and have
 KX0265.an estimated accuracy of +/- 6 seconds.
 KX0265
 KX0265.The orthometric height was determined by differential leveling
 KX0265.and adjusted by the National Geodetic Survey in June 1991..
 KX0265
 KX0265.The geoid height was determined by GEOID03.
 KX0265
 KX0265.The dynamic height is computed by dividing the NAVD 88
 KX0265.geopotential number by the normal gravity value computed on the
 KX0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0265.degrees latitude (g = 980.6199 gals.).
 KX0265
 KX0265.The modeled gravity was interpolated from observed gravity values.
 KX0265
 KX0265;                    North         East    Units  Estimated Accuracy
 KX0265;SPC PA S     -   127,370.      536,450.      MT  (+/- 180 meters Scaled)
 KX0265
 KX0265                          SUPERSEDED SURVEY CONTROL
 KX0265
 KX0265  NGVD 29 (??/??/92)  585.769  (m)         1921.81   (f) ADJ UNCH    1 1
 KX0265
 KX0265.Superseded values are not recommended for survey control.
 KX0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0265.See file dsdata.txt to determine how the superseded data were derived.
 KX0265
 KX0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE119838(NAD 83)
 KX0265_MARKER: DB = BENCH MARK DISK
 KX0265_SETTING: 66 = SET IN ROCK OUTCROP
 KX0265_SP_SET: ROCK CUT
 KX0265_STAMPING: A 122 1941
 KX0265_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX0265+STABILITY: POSITION/ELEVATION WELL
 KX0265
 KX0265  HISTORY     - Date     Condition        Report By
 KX0265  HISTORY     - 1941     MONUMENTED       CGS
 KX0265  HISTORY     - 1966     GOOD             NGS
 KX0265
 KX0265                          STATION DESCRIPTION
 KX0265
 KX0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0265'3 MI E FROM GALLITZIN.
 KX0265'3.0 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE JACKSON
 KX0265'STREET OVERPASS AT GALLITZIN, 500 FEET NORTHWEST OF MILEPOST 245,
 KX0265'SET VERTICALLY IN THE SOUTHWEST FACE OF A ROCK CUT, 8.2 FEET
 KX0265'NORTHEAST OF THE NORTHEAST RAIL, 5 FEET ABOVE THE LEVEL OF THE
 KX0265'GROUND AND 3 FEET HIGHER THAN THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0455 ***********************************************************************
 KX0455  DESIGNATION -  A 123
 KX0455  PID         -  KX0455
 KX0455  STATE/COUNTY-  PA/CAMBRIA
 KX0455  USGS QUAD   -  GEISTOWN (1993)
 KX0455
 KX0455                         *CURRENT SURVEY CONTROL
 KX0455  ___________________________________________________________________
 KX0455* NAD 83(1986)-  40 21 31.     (N)    078 51 35.     (W)     SCALED    
 KX0455* NAVD 88     -       400.325  (meters)    1313.40   (feet)  ADJUSTED  
 KX0455  ___________________________________________________________________
 KX0455  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KX0455  DYNAMIC HT  -         400.109 (meters)    1312.69  (feet)  COMP
 KX0455  MODELED GRAV-     980,075.4   (mgal)                       NAVD 88
 KX0455
 KX0455  VERT ORDER  -  FIRST     CLASS I
 KX0455
 KX0455.The horizontal coordinates were scaled from a topographic map and have
 KX0455.an estimated accuracy of +/- 6 seconds.
 KX0455
 KX0455.The orthometric height was determined by differential leveling
 KX0455.and adjusted by the National Geodetic Survey in June 1991..
 KX0455
 KX0455.The geoid height was determined by GEOID03.
 KX0455
 KX0455.The dynamic height is computed by dividing the NAVD 88
 KX0455.geopotential number by the normal gravity value computed on the
 KX0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0455.degrees latitude (g = 980.6199 gals.).
 KX0455
 KX0455.The modeled gravity was interpolated from observed gravity values.
 KX0455
 KX0455;                    North         East    Units  Estimated Accuracy
 KX0455;SPC PA S     -   114,430.      505,740.      MT  (+/- 180 meters Scaled)
 KX0455
 KX0455                          SUPERSEDED SURVEY CONTROL
 KX0455
 KX0455  NGVD 29 (??/??/92)  400.480  (m)         1313.91   (f) ADJ UNCH    1 1
 KX0455
 KX0455.Superseded values are not recommended for survey control.
 KX0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0455.See file dsdata.txt to determine how the superseded data were derived.
 KX0455
 KX0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE817697(NAD 83)
 KX0455_MARKER: DB = BENCH MARK DISK
 KX0455_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0455_SP_SET: ABUTMENT
 KX0455_STAMPING: A 123 1941
 KX0455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0455
 KX0455  HISTORY     - Date     Condition        Report By
 KX0455  HISTORY     - 1941     MONUMENTED       CGS
 KX0455  HISTORY     - 1966     GOOD             NGS
 KX0455
 KX0455                          STATION DESCRIPTION
 KX0455
 KX0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0455'4.5 MI NE FROM JOHNSTOWN.
 KX0455'ABOUT 4.5 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX0455'THE STATION AT JOHNSTOWN, 0.4 MILE NORTHEAST OF MILEPOST 271,
 KX0455'465 FEET SOUTHWEST OF AN OVERHEAD RAILROAD CROSSING, SET ON THE
 KX0455'TOP OF THE SOUTHEAST END OF THE NORTHEAST STONE ABUTMENT OF A
 KX0455'TRIPLE ARCHED BRIDGE OVER CONEMAUGH RIVER, 15.7 FEET SOUTHEAST OF
 KX0455'THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK AND 1 1/2 FEET BELOW THE
 KX0455'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0983 ***********************************************************************
 KX0983  DESIGNATION -  A 124
 KX0983  PID         -  KX0983
 KX0983  STATE/COUNTY-  PA/WESTMORELAND
 KX0983  USGS QUAD   -  BOLIVAR (1993)
 KX0983
 KX0983                         *CURRENT SURVEY CONTROL
 KX0983  ___________________________________________________________________
 KX0983* NAD 83(1986)-  40 24 38.     (N)    079 10 34.     (W)     SCALED    
 KX0983* NAVD 88     -       330.635  (meters)    1084.76   (feet)  ADJUSTED  
 KX0983  ___________________________________________________________________
 KX0983  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KX0983  DYNAMIC HT  -         330.461 (meters)    1084.19  (feet)  COMP
 KX0983  MODELED GRAV-     980,089.1   (mgal)                       NAVD 88
 KX0983
 KX0983  VERT ORDER  -  FIRST     CLASS I
 KX0983
 KX0983.The horizontal coordinates were scaled from a topographic map and have
 KX0983.an estimated accuracy of +/- 6 seconds.
 KX0983
 KX0983.The orthometric height was determined by differential leveling
 KX0983.and adjusted by the National Geodetic Survey in June 1991..
 KX0983
 KX0983.The geoid height was determined by GEOID03.
 KX0983
 KX0983.The dynamic height is computed by dividing the NAVD 88
 KX0983.geopotential number by the normal gravity value computed on the
 KX0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0983.degrees latitude (g = 980.6199 gals.).
 KX0983
 KX0983.The modeled gravity was interpolated from observed gravity values.
 KX0983
 KX0983;                    North         East    Units  Estimated Accuracy
 KX0983;SPC PA S     -   120,590.      478,960.      MT  (+/- 180 meters Scaled)
 KX0983
 KX0983                          SUPERSEDED SURVEY CONTROL
 KX0983
 KX0983  NGVD 29 (??/??/92)  330.802  (m)         1085.31   (f) ADJ UNCH    1 1
 KX0983
 KX0983.Superseded values are not recommended for survey control.
 KX0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0983.See file dsdata.txt to determine how the superseded data were derived.
 KX0983
 KX0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE547749(NAD 83)
 KX0983_MARKER: DB = BENCH MARK DISK
 KX0983_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0983_SP_SET: BUILDING STONE WALL
 KX0983_STAMPING: A 1941
 KX0983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0983
 KX0983  HISTORY     - Date     Condition        Report By
 KX0983  HISTORY     - 1941     MONUMENTED       CGS
 KX0983  HISTORY     - 1966     GOOD             NGS
 KX0983
 KX0983                          STATION DESCRIPTION
 KX0983
 KX0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0983'2.3 MI NW FROM BOLIVAR.
 KX0983'2.3 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0983'RAILROAD OVERPASS OVER STATE HIGHWAY 259, ABOUT 6 1/2 RAILS WEST
 KX0983'OF MILEPOST 297, SET VERTICALLY IN THE SOUTH FACE OF THE SOUTHEAST
 KX0983'CORNER OF A 12 BY 10 FOOT STONE WALL THAT WAS ONCE A PART OF A
 KX0983'BUILDING, 27.9 FEET NORTH OF THE NORTH RAIL OF THE NORTH ONE OF
 KX0983'THREE TRACKS, 1.9 FEET WEST OF THE SOUTHEAST CORNER OF A WALL
 KX0983'AND 4.1 FEET ABOVE THE GROUND AND ABOUT 2 FEET ABOVE THE TRACK.
 KX0983'NOTE-- ABOUT HALF OF THE DISK HAS BEEN KNOCKED OFF THE STAMPING
 KX0983'WAS AS ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1036 ***********************************************************************
 KX1036  DESIGNATION -  A 125
 KX1036  PID         -  KX1036
 KX1036  STATE/COUNTY-  PA/WESTMORELAND
 KX1036  USGS QUAD   -  LATROBE (1993)
 KX1036
 KX1036                         *CURRENT SURVEY CONTROL
 KX1036  ___________________________________________________________________
 KX1036* NAD 83(1986)-  40 19 03.     (N)    079 29 17.     (W)     SCALED    
 KX1036* NAVD 88     -       367.870  (meters)    1206.92   (feet)  ADJUSTED  
 KX1036  ___________________________________________________________________
 KX1036  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KX1036  DYNAMIC HT  -         367.673 (meters)    1206.27  (feet)  COMP
 KX1036  MODELED GRAV-     980,077.4   (mgal)                       NAVD 88
 KX1036
 KX1036  VERT ORDER  -  FIRST     CLASS I
 KX1036
 KX1036.The horizontal coordinates were scaled from a topographic map and have
 KX1036.an estimated accuracy of +/- 6 seconds.
 KX1036
 KX1036.The orthometric height was determined by differential leveling
 KX1036.and adjusted by the National Geodetic Survey in June 1991..
 KX1036
 KX1036.The geoid height was determined by GEOID03.
 KX1036
 KX1036.The dynamic height is computed by dividing the NAVD 88
 KX1036.geopotential number by the normal gravity value computed on the
 KX1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1036.degrees latitude (g = 980.6199 gals.).
 KX1036
 KX1036.The modeled gravity was interpolated from observed gravity values.
 KX1036
 KX1036;                    North         East    Units  Estimated Accuracy
 KX1036;SPC PA S     -   110,730.      452,290.      MT  (+/- 180 meters Scaled)
 KX1036
 KX1036                          SUPERSEDED SURVEY CONTROL
 KX1036
 KX1036  NGVD 29 (??/??/92)  368.026  (m)         1207.43   (f) ADJ UNCH    1 1
 KX1036
 KX1036.Superseded values are not recommended for survey control.
 KX1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1036.See file dsdata.txt to determine how the superseded data were derived.
 KX1036
 KX1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE284640(NAD 83)
 KX1036_MARKER: DB = BENCH MARK DISK
 KX1036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1036_SP_SET: PIER BASE
 KX1036_STAMPING: A 125 1941
 KX1036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1036
 KX1036  HISTORY     - Date     Condition        Report By
 KX1036  HISTORY     - 1941     MONUMENTED       CGS
 KX1036  HISTORY     - 1966     GOOD             NGS
 KX1036
 KX1036                          STATION DESCRIPTION
 KX1036
 KX1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX1036'3.3 MI E FROM GREENSBURG.
 KX1036'3.3 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX1036'AT GREENSBURG, ABOUT 0.3 MILE EAST OF MILEPOST 319, SET IN THE
 KX1036'TOP OF THE EAST END OF THE STONE BASE TO THE NORTH PIER UNDER
 KX1036'A BLACK TOP ROAD OVERPASS OVER THE TRACKS, 13.4 FEET NORTH OF
 KX1036'THE NORTH RAIL OF THE NORTH ONE OF FOUR TRACKS, 1.2 FEET WEST
 KX1036'OF THE EAST END OF THE BASE AND 4 FEET ABOVE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0439 ***********************************************************************
 JW0439  DESIGNATION -  A 126
 JW0439  PID         -  JW0439
 JW0439  STATE/COUNTY-  PA/BEDFORD
 JW0439  USGS QUAD   -  HYNDMAN (1977)
 JW0439
 JW0439                         *CURRENT SURVEY CONTROL
 JW0439  ___________________________________________________________________
 JW0439* NAD 83(1986)-  39 50 02.     (N)    078 44 23.     (W)     SCALED    
 JW0439* NAVD 88     -       323.585  (meters)    1061.63   (feet)  ADJUSTED  
 JW0439  ___________________________________________________________________
 JW0439  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 JW0439  DYNAMIC HT  -         323.388 (meters)    1060.98  (feet)  COMP
 JW0439  MODELED GRAV-     980,009.7   (mgal)                       NAVD 88
 JW0439
 JW0439  VERT ORDER  -  FIRST     CLASS II
 JW0439
 JW0439.The horizontal coordinates were scaled from a topographic map and have
 JW0439.an estimated accuracy of +/- 6 seconds.
 JW0439
 JW0439.The orthometric height was determined by differential leveling
 JW0439.and adjusted by the National Geodetic Survey in June 1991..
 JW0439
 JW0439.The geoid height was determined by GEOID03.
 JW0439
 JW0439.The dynamic height is computed by dividing the NAVD 88
 JW0439.geopotential number by the normal gravity value computed on the
 JW0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0439.degrees latitude (g = 980.6199 gals.).
 JW0439
 JW0439.The modeled gravity was interpolated from observed gravity values.
 JW0439
 JW0439;                    North         East    Units  Estimated Accuracy
 JW0439;SPC PA S     -    56,050.      515,280.      MT  (+/- 180 meters Scaled)
 JW0439
 JW0439                          SUPERSEDED SURVEY CONTROL
 JW0439
 JW0439  NGVD 29 (??/??/92)  323.748  (m)         1062.16   (f) ADJ UNCH    1 2
 JW0439
 JW0439.Superseded values are not recommended for survey control.
 JW0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0439.See file dsdata.txt to determine how the superseded data were derived.
 JW0439
 JW0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE934117(NAD 83)
 JW0439_MARKER: DB = BENCH MARK DISK
 JW0439_SETTING: 66 = SET IN ROCK OUTCROP
 JW0439_SP_SET: OUTCROP
 JW0439_STAMPING: A 126 1941
 JW0439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0439+STABILITY: POSITION/ELEVATION WELL
 JW0439
 JW0439  HISTORY     - Date     Condition        Report By
 JW0439  HISTORY     - 1941     MONUMENTED       CGS
 JW0439  HISTORY     - 1967     MARK NOT FOUND   USGS
 JW0439
 JW0439                          STATION DESCRIPTION
 JW0439
 JW0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0439'1.5 MI NW FROM HYNDMAN.
 JW0439'1.5 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0439'STATION AT HYNDMAN, BEDFORD COUNTY, 19-1/2 RAILS NORTHWEST OF
 JW0439'MILEPOST 193, 19-1/2 RAILS SOUTHEAST OF BLOCK SIGNAL E 193.15,
 JW0439'18 YARDS NORTH OF THE NORTH RAIL OF THE WEST BOUND TRACK, 10
 JW0439'YARDS NORTHWEST OF A POLE, IN THE TOP OF A LARGE ROCK OUTCROP ON
 JW0439'THE INSIDE ARC OF A CURVE, AND 6 FEET HIGHER THAN THE TRACK.  A
 JW0439'STANDARD DISK, STAMPED A 126 1941.
 JW0439
 JW0439                          STATION RECOVERY (1967)
 JW0439
 JW0439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JW0439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0538 ***********************************************************************
 JW0538  DESIGNATION -  A 127
 JW0538  PID         -  JW0538
 JW0538  STATE/COUNTY-  PA/SOMERSET
 JW0538  USGS QUAD   -  MEYERSDALE (1981)
 JW0538
 JW0538                         *CURRENT SURVEY CONTROL
 JW0538  ___________________________________________________________________
 JW0538* NAD 83(1986)-  39 52 23.     (N)    079 04 37.     (W)     SCALED    
 JW0538* NAVD 88     -       579.237  (meters)    1900.38   (feet)  ADJUSTED  
 JW0538  ___________________________________________________________________
 JW0538  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JW0538  DYNAMIC HT  -         578.870 (meters)    1899.18  (feet)  COMP
 JW0538  MODELED GRAV-     979,973.9   (mgal)                       NAVD 88
 JW0538
 JW0538  VERT ORDER  -  FIRST     CLASS II
 JW0538
 JW0538.The horizontal coordinates were scaled from a topographic map and have
 JW0538.an estimated accuracy of +/- 6 seconds.
 JW0538
 JW0538.The orthometric height was determined by differential leveling
 JW0538.and adjusted by the National Geodetic Survey in June 1991..
 JW0538
 JW0538.The geoid height was determined by GEOID03.
 JW0538
 JW0538.The dynamic height is computed by dividing the NAVD 88
 JW0538.geopotential number by the normal gravity value computed on the
 JW0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0538.degrees latitude (g = 980.6199 gals.).
 JW0538
 JW0538.The modeled gravity was interpolated from observed gravity values.
 JW0538
 JW0538;                    North         East    Units  Estimated Accuracy
 JW0538;SPC PA S     -    60,780.      486,480.      MT  (+/- 180 meters Scaled)
 JW0538
 JW0538                          SUPERSEDED SURVEY CONTROL
 JW0538
 JW0538  NGVD 29 (??/??/92)  579.351  (m)         1900.75   (f) ADJ UNCH    1 2
 JW0538
 JW0538.Superseded values are not recommended for survey control.
 JW0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0538.See file dsdata.txt to determine how the superseded data were derived.
 JW0538
 JW0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE644154(NAD 83)
 JW0538_MARKER: DB = BENCH MARK DISK
 JW0538_SETTING: 80 = SET IN A BOULDER
 JW0538_SP_SET: BOULDER
 JW0538_STAMPING: A 127 1941
 JW0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0538+STABILITY: SURFACE MOTION
 JW0538
 JW0538  HISTORY     - Date     Condition        Report By
 JW0538  HISTORY     - 1941     MONUMENTED       CGS
 JW0538
 JW0538                          STATION DESCRIPTION
 JW0538
 JW0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0538'1.2 MI NW FROM GARRETT.
 JW0538'1.2 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0538'THE STATION AT GARRETT, SOMERSET COUNTY, 11 RAILS SOUTHEAST OF
 JW0538'SIGNAL TOWER W 221.04, 45 FEET SOUTH OF THE THIRD POLE SOUTHEAST
 JW0538'OF THE TOWER, 26.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 JW0538'WEST BOUND TRACK, AND IN THE TOP OF A LARGE BOULDER.  A STANDARD
 JW0538'DISK, STAMPED A 127 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0585 ***********************************************************************
 JW0585  DESIGNATION -  A 128
 JW0585  PID         -  JW0585
 JW0585  STATE/COUNTY-  PA/FAYETTE
 JW0585  USGS QUAD   -  OHIOPYLE (1977)
 JW0585
 JW0585                         *CURRENT SURVEY CONTROL
 JW0585  ___________________________________________________________________
 JW0585* NAD 83(1986)-  39 51 22.     (N)    079 27 55.     (W)     SCALED    
 JW0585* NAVD 88     -       385.195  (meters)    1263.76   (feet)  ADJUSTED  
 JW0585  ___________________________________________________________________
 JW0585  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 JW0585  DYNAMIC HT  -         384.958 (meters)    1262.98  (feet)  COMP
 JW0585  MODELED GRAV-     980,001.8   (mgal)                       NAVD 88
 JW0585
 JW0585  VERT ORDER  -  FIRST     CLASS II
 JW0585
 JW0585.The horizontal coordinates were scaled from a topographic map and have
 JW0585.an estimated accuracy of +/- 6 seconds.
 JW0585
 JW0585.The orthometric height was determined by differential leveling
 JW0585.and adjusted by the National Geodetic Survey in June 1991..
 JW0585
 JW0585.The geoid height was determined by GEOID03.
 JW0585
 JW0585.The dynamic height is computed by dividing the NAVD 88
 JW0585.geopotential number by the normal gravity value computed on the
 JW0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0585.degrees latitude (g = 980.6199 gals.).
 JW0585
 JW0585.The modeled gravity was interpolated from observed gravity values.
 JW0585
 JW0585;                    North         East    Units  Estimated Accuracy
 JW0585;SPC PA S     -    59,470.      453,230.      MT  (+/- 180 meters Scaled)
 JW0585
 JW0585                          SUPERSEDED SURVEY CONTROL
 JW0585
 JW0585  NGVD 29 (??/??/92)  385.340  (m)         1264.24   (f) ADJ UNCH    1 2
 JW0585
 JW0585.Superseded values are not recommended for survey control.
 JW0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0585.See file dsdata.txt to determine how the superseded data were derived.
 JW0585
 JW0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE312129(NAD 83)
 JW0585_MARKER: DB = BENCH MARK DISK
 JW0585_SETTING: 80 = SET IN A BOULDER
 JW0585_SP_SET: BOULDER
 JW0585_STAMPING: A 128 1941
 JW0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0585+STABILITY: SURFACE MOTION
 JW0585
 JW0585  HISTORY     - Date     Condition        Report By
 JW0585  HISTORY     - 1941     MONUMENTED       CGS
 JW0585  HISTORY     - 1954     GOOD             NGS
 JW0585
 JW0585                          STATION DESCRIPTION
 JW0585
 JW0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JW0585'1.9 MI SE FROM OHIOPYLE.
 JW0585'ABOUT 1.9 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JW0585'FROM THE STATION AT OHIOPYLE, NEAR THE CENTER OF A SHORT EAST-WEST
 JW0585'TANGENT BETWEEN TWO CURVES, 12.1 FEET NORTH OF NORTH RAIL OF
 JW0585'NORTH MAIN TRACK, 59 FEET NORTH-NORTHWEST AND ACROSS TRACKS FROM
 JW0585'TELEPHONE POLE NO. 251/21, 7 FEET SOUTH OF AN ELECTRIC FENCE, 11
 JW0585'FEET SOUTHWEST OF POST IN ELECTRIC FENCE WITH SPRINGS AND
 JW0585'CONNECTION TO POWER LINE AND SIGN DANGER - KEEP AWAY, IN THE
 JW0585'TOP OF A 5 BY 2-FOOT AND 3-FOOT HIGH PARTLY BURIED BOULDER AND
 JW0585'ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0922 ***********************************************************************
 JW0922  DESIGNATION -  A 129
 JW0922  PID         -  JW0922
 JW0922  STATE/COUNTY-  PA/FAYETTE
 JW0922  USGS QUAD   -  UNIONTOWN (1977)
 JW0922
 JW0922                         *CURRENT SURVEY CONTROL
 JW0922  ___________________________________________________________________
 JW0922* NAD 83(1986)-  39 54 48.     (N)    079 40 28.     (W)     SCALED    
 JW0922* NAVD 88     -       308.610  (meters)    1012.50   (feet)  POSTED    
 JW0922  ___________________________________________________________________
 JW0922  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 JW0922  DYNAMIC HT  -         308.420 (meters)    1011.87  (feet)  COMP
 JW0922  MODELED GRAV-     980,014.7   (mgal)                       NAVD 88
 JW0922
 JW0922  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 JW0922
 JW0922.The horizontal coordinates were scaled from a topographic map and have
 JW0922.an estimated accuracy of +/- 6 seconds.
 JW0922
 JW0922.The orthometric height was determined by differential leveling
 JW0922.and adjusted by the National Geodetic Survey in 1992..
 JW0922.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 JW0922.rate greater than 8.0 mm/km.
 JW0922
 JW0922.The geoid height was determined by GEOID03.
 JW0922
 JW0922.The dynamic height is computed by dividing the NAVD 88
 JW0922.geopotential number by the normal gravity value computed on the
 JW0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0922.degrees latitude (g = 980.6199 gals.).
 JW0922
 JW0922.The modeled gravity was interpolated from observed gravity values.
 JW0922
 JW0922;                    North         East    Units  Estimated Accuracy
 JW0922;SPC PA S     -    66,190.      435,470.      MT  (+/- 180 meters Scaled)
 JW0922
 JW0922                          SUPERSEDED SURVEY CONTROL
 JW0922
 JW0922  NGVD 29 (??/??/92)  308.710  (m)         1012.83   (f) ADJ UNCH    1 2
 JW0922
 JW0922.Superseded values are not recommended for survey control.
 JW0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0922.See file dsdata.txt to determine how the superseded data were derived.
 JW0922
 JW0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE132189(NAD 83)
 JW0922_MARKER: DB = BENCH MARK DISK
 JW0922_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0922_SP_SET: BRIDGE
 JW0922_STAMPING: A 129 1941
 JW0922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0922
 JW0922  HISTORY     - Date     Condition        Report By
 JW0922  HISTORY     - 1941     MONUMENTED       CGS
 JW0922
 JW0922                          STATION DESCRIPTION
 JW0922
 JW0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0922'3.4 MI NE FROM UNIONTOWN.
 JW0922'ABOUT 3.4 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JW0922'FROM THE STATION AT UNIONTOWN, FAYETTE COUNTY, AT BRIDGE 315, IN
 JW0922'THE NORTHWEST CORNER OF THE NORTH ABUTMENT, 11.9 FEET EAST OF THE
 JW0922'BRIDGE NUMBER POST, AND 5.4 FEET NORTH OF THE NORTH RAIL OF THE
 JW0922'EAST-BOUND TRACK.  A STANDARD DISK, STAMPED A 129 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1359 ***********************************************************************
 KX1359  DESIGNATION -  A 130
 KX1359  PID         -  KX1359
 KX1359  STATE/COUNTY-  PA/WESTMORELAND
 KX1359  USGS QUAD   -  DONORA (1973)
 KX1359
 KX1359                         *CURRENT SURVEY CONTROL
 KX1359  ___________________________________________________________________
 KX1359* NAD 83(1986)-  40 13 47.     (N)    079 46 40.     (W)     SCALED    
 KX1359* NAVD 88     -       232.817  (meters)     763.83   (feet)  ADJUSTED  
 KX1359  ___________________________________________________________________
 KX1359  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KX1359  DYNAMIC HT  -         232.694 (meters)     763.43  (feet)  COMP
 KX1359  MODELED GRAV-     980,090.4   (mgal)                       NAVD 88
 KX1359
 KX1359  VERT ORDER  -  FIRST     CLASS II
 KX1359
 KX1359.The horizontal coordinates were scaled from a topographic map and have
 KX1359.an estimated accuracy of +/- 6 seconds.
 KX1359
 KX1359.The orthometric height was determined by differential leveling
 KX1359.and adjusted by the National Geodetic Survey in June 1991..
 KX1359
 KX1359.The geoid height was determined by GEOID03.
 KX1359
 KX1359.The dynamic height is computed by dividing the NAVD 88
 KX1359.geopotential number by the normal gravity value computed on the
 KX1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1359.degrees latitude (g = 980.6199 gals.).
 KX1359
 KX1359.The modeled gravity was interpolated from observed gravity values.
 KX1359
 KX1359;                    North         East    Units  Estimated Accuracy
 KX1359;SPC PA S     -   101,510.      427,440.      MT  (+/- 180 meters Scaled)
 KX1359
 KX1359                          SUPERSEDED SURVEY CONTROL
 KX1359
 KX1359  NGVD 29 (??/??/92)  233.001  (m)          764.44   (f) ADJ UNCH    1 2
 KX1359
 KX1359.Superseded values are not recommended for survey control.
 KX1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1359.See file dsdata.txt to determine how the superseded data were derived.
 KX1359
 KX1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE039539(NAD 83)
 KX1359_MARKER: DB = BENCH MARK DISK
 KX1359_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1359_SP_SET: ABUTMENT
 KX1359_STAMPING: A 130 1941
 KX1359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1359
 KX1359  HISTORY     - Date     Condition        Report By
 KX1359  HISTORY     - 1941     MONUMENTED       CGS
 KX1359
 KX1359                          STATION DESCRIPTION
 KX1359
 KX1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1359'2.1 MI NW FROM WEST NEWTON.
 KX1359'2.1 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KX1359'MUNICIPAL BUILDING AT WEST NEWTON, WESTMORELAND COUNTY, 68.4
 KX1359'FEET NORTHWEST OF MILEPOST 297, AT BRIDGE NO. 56, IN THE
 KX1359'NORTHEAST CORNER OF THE EAST ABUTMENT, AND 11.7 FEET NORTH OF THE
 KX1359'NORTH RAIL OF THE WEST BOUND TRACK.  A STANDARD DISK, STAMPED
 KX1359'A 130 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1460 ***********************************************************************
 KX1460  DESIGNATION -  A 131
 KX1460  PID         -  KX1460
 KX1460  STATE/COUNTY-  PA/ALLEGHENY
 KX1460  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1460
 KX1460                         *CURRENT SURVEY CONTROL
 KX1460  ___________________________________________________________________
 KX1460* NAD 83(1986)-  40 27 39.     (N)    079 57 42.     (W)     SCALED    
 KX1460* NAVD 88     -       235.816  (meters)     773.67   (feet)  POSTED    
 KX1460  ___________________________________________________________________
 KX1460  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KX1460  DYNAMIC HT  -         235.690 (meters)     773.26  (feet)  COMP
 KX1460  MODELED GRAV-     980,102.0   (mgal)                       NAVD 88
 KX1460
 KX1460  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KX1460
 KX1460.The horizontal coordinates were scaled from a topographic map and have
 KX1460.an estimated accuracy of +/- 6 seconds.
 KX1460
 KX1460.The orthometric height was determined by differential leveling
 KX1460.and adjusted by the National Geodetic Survey in 1992..
 KX1460.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KX1460.rate of 0.0 thru 1.0 mm/km.
 KX1460
 KX1460.The geoid height was determined by GEOID03.
 KX1460
 KX1460.The dynamic height is computed by dividing the NAVD 88
 KX1460.geopotential number by the normal gravity value computed on the
 KX1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1460.degrees latitude (g = 980.6199 gals.).
 KX1460
 KX1460.The modeled gravity was interpolated from observed gravity values.
 KX1460
 KX1460;                    North         East    Units  Estimated Accuracy
 KX1460;SPC PA S     -   127,540.      412,440.      MT  (+/- 180 meters Scaled)
 KX1460
 KX1460                          SUPERSEDED SURVEY CONTROL
 KX1460
 KX1460  NGVD 29 (??/??/92)  235.980  (m)          774.21   (f) ADJ UNCH    1 2
 KX1460
 KX1460.Superseded values are not recommended for survey control.
 KX1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1460.See file dsdata.txt to determine how the superseded data were derived.
 KX1460
 KX1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE880794(NAD 83)
 KX1460_MARKER: DB = BENCH MARK DISK
 KX1460_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1460_SP_SET: BRIDGE
 KX1460_STAMPING: A 131 1941
 KX1460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX1460+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2004
 KX1460
 KX1460  HISTORY     - Date     Condition        Report By
 KX1460  HISTORY     - 1941     MONUMENTED       CGS
 KX1460  HISTORY     - 1956     MARK NOT FOUND   USGS
 KX1460  HISTORY     - 20040411 GOOD             GEOCAC
 KX1460  HISTORY     - 20040521 MARK NOT FOUND   USPSQD
 KX1460
 KX1460                          STATION DESCRIPTION
 KX1460
 KX1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1460'AT PITTSBURGH.
 KX1460'AT PITTSBURGH, ALLEGHENY COUNTY, ON THE BALTIMORE AND OHIO
 KX1460'RAILROAD, NEAR LIBERTY AVENUE AND THIRTY-THIRD STREET, AT THE
 KX1460'EAST END OF AN OVERHEAD BRIDGE, ABOUT 0.2 MILE EAST OF A POINT
 KX1460'WHERE THE TRACKS CROSS THE ALLEGHENY RIVER, IN THE CONCRETE
 KX1460'RETAINING WALL, 3 FEET EAST OF SIGNAL TOWER 328-0, AND 5 FEET
 KX1460'NORTH OF THE NORTH RAIL OF THE NORTH TRACK.  A STANDARD DISK,
 KX1460'STAMPED A 131 1941.
 KX1460
 KX1460                          STATION RECOVERY (1956)
 KX1460
 KX1460'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 KX1460'MARK NOT FOUND.
 KX1460
 KX1460                          STATION RECOVERY (2004)
 KX1460
 KX1460'RECOVERY NOTE BY GEOCACHING 2004 (KAG)
 KX1460'RECOVERED IN GOOD CONDITION AT STATED COORDINATES BUT DESCRIPTION IS
 KX1460'INCORRECT AND WOULD PLACE THE MARK .25 MILE FURTHER WEST. DESCRIPTION
 KX1460' 
 KX1460'SHOULD READ AT PITTSBURGH, ALLEGHENY COUNTY, ON THE BALTIMORE AND
 KX1460'OHIO RAILROAD APPROXIMATELY MID-WAY BETWEEN THE HERRON AND BLOOMFIELD
 KX1460' 
 KX1460'BRIDGES, IN A CONCRETE RETAINING WALL SOUTH OF THE PITTSBURGH BREWING
 KX1460' 
 KX1460'CO. PACKAGING CENTER, 90 FEET WEST OF A SIGNAL TOWER, 27 FEET NORTH
 KX1460'OF A POWER BUILDING LABLED 'FIELD', 4 FEET NORTH OF THE NORTH RAIL
 KX1460'AND 3 FEET EAST OF A STEEL PLATE. A STANDARD DISK SET AT GRADE LEVEL,
 KX1460' 
 KX1460'STAMPED A 131 1941.
 KX1460' 
 KX1460
 KX1460                          STATION RECOVERY (2004)
 KX1460
 KX1460'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 KX1460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1301 ***********************************************************************
 KX1301  DESIGNATION -  A 133
 KX1301  PID         -  KX1301
 KX1301  STATE/COUNTY-  PA/WASHINGTON
 KX1301  USGS QUAD   -  MONONGAHELA (1993)
 KX1301
 KX1301                         *CURRENT SURVEY CONTROL
 KX1301  ___________________________________________________________________
 KX1301* NAD 83(1986)-  40 12 04.     (N)    079 55 21.     (W)     SCALED    
 KX1301* NAVD 88     -       229.188  (meters)     751.93   (feet)  ADJUSTED  
 KX1301  ___________________________________________________________________
 KX1301  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 KX1301  DYNAMIC HT  -         229.067 (meters)     751.53  (feet)  COMP
 KX1301  MODELED GRAV-     980,093.9   (mgal)                       NAVD 88
 KX1301
 KX1301  VERT ORDER  -  FIRST     CLASS II
 KX1301
 KX1301.The horizontal coordinates were scaled from a topographic map and have
 KX1301.an estimated accuracy of +/- 6 seconds.
 KX1301
 KX1301.The orthometric height was determined by differential leveling
 KX1301.and adjusted by the National Geodetic Survey in June 1991..
 KX1301
 KX1301.The geoid height was determined by GEOID03.
 KX1301
 KX1301.The dynamic height is computed by dividing the NAVD 88
 KX1301.geopotential number by the normal gravity value computed on the
 KX1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1301.degrees latitude (g = 980.6199 gals.).
 KX1301
 KX1301.The modeled gravity was interpolated from observed gravity values.
 KX1301
 KX1301;                    North         East    Units  Estimated Accuracy
 KX1301;SPC PA S     -    98,630.      415,050.      MT  (+/- 180 meters Scaled)
 KX1301
 KX1301                          SUPERSEDED SURVEY CONTROL
 KX1301
 KX1301  NGVD 29 (??/??/92)  229.373  (m)          752.53   (f) ADJ UNCH    1 2
 KX1301
 KX1301.Superseded values are not recommended for survey control.
 KX1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1301.See file dsdata.txt to determine how the superseded data were derived.
 KX1301
 KX1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE917506(NAD 83)
 KX1301_MARKER: DB = BENCH MARK DISK
 KX1301_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KX1301+WITH SETTING: PAVEMENT
 KX1301_SP_SET: SIGNAL BASE
 KX1301_STAMPING: A 133 1941
 KX1301_MARK LOGO: CGS   
 KX1301_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1301+STABILITY: SURFACE MOTION
 KX1301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX1301+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2005
 KX1301
 KX1301  HISTORY     - Date     Condition        Report By
 KX1301  HISTORY     - 1941     MONUMENTED       CGS
 KX1301  HISTORY     - 1983     GOOD             NGS
 KX1301  HISTORY     - 19900618 GOOD             NGS
 KX1301  HISTORY     - 19921114 GOOD             NGS
 KX1301  HISTORY     - 20050404 GOOD             GEOCAC
 KX1301
 KX1301                          STATION DESCRIPTION
 KX1301
 KX1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1301'AT MONONGAHELA.
 KX1301'AT MONONGAHELA, ON THE PENNSYLVANIA RAILROAD, 5-1/2 RAILS
 KX1301'NORTHWEST OF MILEPOST 30, 64 FEET SOUTHEAST OF THE SOUTHEAST END
 KX1301'OF THE STATION PLATFORM, IN THE NORTH CORNER OF A SIGNAL-TOWER
 KX1301'BASE, AND 6.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 KX1301'SOUTHWEST TRACK.  A STANDARD DISK, STAMPED A 133 1941.
 KX1301
 KX1301                          STATION RECOVERY (1983)
 KX1301
 KX1301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1301'RECOVERED IN GOOD CONDITION.
 KX1301
 KX1301                          STATION RECOVERY (1990)
 KX1301
 KX1301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 KX1301'IN MONONGAHELA, AT THE CONRAIL RAILROAD STATION, IN THE NORTHEAST
 KX1301'CORNER OF THE MOST WESTERLY 1 OF 2 CONCRETE BASES OF SIGNAL NUMBER
 KX1301'351, 75.0 M (246.1 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 KX1301'STATION, 60.0 M (196.8 FT) NORTHWEST OF MILEPOLE 36, 18.0 M
 KX1301'(59.1 FT) NORTHEAST OF THE CENTER OF A PAVED STREET, 2.1 M (6.9 FT)
 KX1301'SOUTHWEST OF THE NEAR RAIL, AND LEVEL WITH THE TRACK.
 KX1301
 KX1301                          STATION RECOVERY (1992)
 KX1301
 KX1301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 KX1301'IN MONONGEHELA, IN THE NORTHEAST CORNER OF THE WEST CONCRETE FOOTING
 KX1301'OF RAILROAD SIGNAL NUMBER 351, 75.0 M (246.1 FT) SOUTHEAST OF THE
 KX1301'SOUTHEAST CORNER OF THE CONRAIL RAILROAD STATION, 60.0 M (196.8 FT)
 KX1301'NORTHWEST OF MILEPOST 36, 2.1 M (6.9 FT) SOUTHWEST OF THE NEAR RAIL,
 KX1301'AND LEVEL WITH THE TRACK.
 KX1301
 KX1301                          STATION RECOVERY (2005)
 KX1301
 KX1301'RECOVERY NOTE BY GEOCACHING 2005 (CGP)
 KX1301'THE CONCRETE SUPPORT IS LOOKING SLIGHTLY RAGGED, BUT SHOULD HOLD, AND
 KX1301'THE DISK NEEDS CLEANING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1524 ***********************************************************************
 KX1524  DESIGNATION -  A 134
 KX1524  PID         -  KX1524
 KX1524  STATE/COUNTY-  PA/ARMSTRONG
 KX1524  USGS QUAD   -  LEECHBURG (1977)
 KX1524
 KX1524                         *CURRENT SURVEY CONTROL
 KX1524  ___________________________________________________________________
 KX1524* NAD 83(1986)-  40 42 59.     (N)    079 34 35.     (W)     SCALED    
 KX1524* NAVD 88     -       239.253  (meters)     784.95   (feet)  ADJUSTED  
 KX1524  ___________________________________________________________________
 KX1524  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 KX1524  DYNAMIC HT  -         239.133 (meters)     784.56  (feet)  COMP
 KX1524  MODELED GRAV-     980,117.2   (mgal)                       NAVD 88
 KX1524
 KX1524  VERT ORDER  -  FIRST     CLASS II
 KX1524
 KX1524.The horizontal coordinates were scaled from a topographic map and have
 KX1524.an estimated accuracy of +/- 6 seconds.
 KX1524
 KX1524.The orthometric height was determined by differential leveling
 KX1524.and adjusted by the National Geodetic Survey in June 1991..
 KX1524
 KX1524.The geoid height was determined by GEOID03.
 KX1524
 KX1524.The dynamic height is computed by dividing the NAVD 88
 KX1524.geopotential number by the normal gravity value computed on the
 KX1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1524.degrees latitude (g = 980.6199 gals.).
 KX1524
 KX1524.The modeled gravity was interpolated from observed gravity values.
 KX1524
 KX1524;                    North         East    Units  Estimated Accuracy
 KX1524;SPC PA S     -   155,170.      445,700.      MT  (+/- 180 meters Scaled)
 KX1524
 KX1524                          SUPERSEDED SURVEY CONTROL
 KX1524
 KX1524  NGVD 29 (??/??/92)  239.431  (m)          785.53   (f) ADJ UNCH    1 2
 KX1524
 KX1524.Superseded values are not recommended for survey control.
 KX1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1524.See file dsdata.txt to determine how the superseded data were derived.
 KX1524
 KX1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF202082(NAD 83)
 KX1524_MARKER: DB = BENCH MARK DISK
 KX1524_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1524_SP_SET: WALL
 KX1524_STAMPING: A 134 1941
 KX1524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1524
 KX1524  HISTORY     - Date     Condition        Report By
 KX1524  HISTORY     - 1941     MONUMENTED       CGS
 KX1524  HISTORY     - 20020415 GOOD             PADT
 KX1524
 KX1524                          STATION DESCRIPTION
 KX1524
 KX1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1524'6 MI NE FROM SCHENLEY.
 KX1524'ABOUT 6 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX1524'SCHENLEY, ARMSTRONG COUNTY, 0.6 MILE UPSTREAM FROM KELLY, IN THE
 KX1524'UPSTREAM END OF THE RIVER FLOOD WALL AT LOCK AND DAM 6, 9.3
 KX1524'FEET FROM THE RIVER RAIL, AND 3.8 FEET ABOVE THE TOP OF THE RAIL.
 KX1524'A STANDARD DISK, STAMPED A 134 1941.
 KX1524
 KX1524                          STATION RECOVERY (2002)
 KX1524
 KX1524'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (LMS)
 KX1524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0092 ***********************************************************************
 ND0092  DESIGNATION -  A 135
 ND0092  PID         -  ND0092
 ND0092  STATE/COUNTY-  PA/ERIE
 ND0092  USGS QUAD   -  ERIE SOUTH (1996)
 ND0092
 ND0092                         *CURRENT SURVEY CONTROL
 ND0092  ___________________________________________________________________
 ND0092* NAD 83(1986)-  42 06 24.     (N)    080 02 19.     (W)     SCALED    
 ND0092* NAVD 88     -       280.567  (meters)     920.49   (feet)  ADJUSTED  
 ND0092  ___________________________________________________________________
 ND0092  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 ND0092  DYNAMIC HT  -         280.466 (meters)     920.16  (feet)  COMP
 ND0092  MODELED GRAV-     980,254.0   (mgal)                       NAVD 88
 ND0092
 ND0092  VERT ORDER  -  FIRST     CLASS II
 ND0092
 ND0092.The horizontal coordinates were scaled from a topographic map and have
 ND0092.an estimated accuracy of +/- 6 seconds.
 ND0092
 ND0092.The orthometric height was determined by differential leveling
 ND0092.and adjusted by the National Geodetic Survey in June 1991..
 ND0092
 ND0092.The geoid height was determined by GEOID03.
 ND0092
 ND0092.The dynamic height is computed by dividing the NAVD 88
 ND0092.geopotential number by the normal gravity value computed on the
 ND0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0092.degrees latitude (g = 980.6199 gals.).
 ND0092
 ND0092.The modeled gravity was interpolated from observed gravity values.
 ND0092
 ND0092;                    North         East    Units  Estimated Accuracy
 ND0092;SPC PA N     -   217,950.      410,720.      MT  (+/- 180 meters Scaled)
 ND0092
 ND0092                          SUPERSEDED SURVEY CONTROL
 ND0092
 ND0092  NGVD 29 (??/??/92)  280.75   (m)          921.1    (f) COMPUTED    1 2
 ND0092
 ND0092.Superseded values are not recommended for survey control.
 ND0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0092.See file dsdata.txt to determine how the superseded data were derived.
 ND0092
 ND0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG794620(NAD 83)
 ND0092_MARKER: DB = BENCH MARK DISK
 ND0092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ND0092_SP_SET: CULVERT
 ND0092_STAMPING: A-135 1941
 ND0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ND0092
 ND0092  HISTORY     - Date     Condition        Report By
 ND0092  HISTORY     - 1941     MONUMENTED       CGS
 ND0092  HISTORY     - 1956     MARK NOT FOUND   LOCENG
 ND0092
 ND0092                          STATION DESCRIPTION
 ND0092
 ND0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 ND0092'2.8 MI SE FROM ERIE.
 ND0092'0.6 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION AT
 ND0092'ERIE, THENCE, 2.2 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 8, SET IN
 ND0092'THE CENTER OF THE SOUTH HEAD-WALL OF AN 18-INCH CONCRETE CULVERT
 ND0092'UNDER THE HIGHWAY, 8.4 FEET SOUTH OF THE SOUTH EDGE OF HIGHWAY, 18
 ND0092'FEET WEST OF THE CENTERLINE OF A PRIVATE ROAD LEADING SOUTHEAST TO
 ND0092'THE WEST SIDE OF A LARGE 2-STORY FARM HOUSE, ABOUT 0.4 MILE WEST
 ND0092'OF THE SUMMIT OF A LONG HILL, 36 FEET SOUTHEAST OF THE CENTER-LINE
 ND0092'OF A DEAD-END STREET LEADING NORTH FROM THE HIGHWAY. A STANDARD
 ND0092'DISK STAMPED A-135 1941.
 ND0092
 ND0092                          STATION RECOVERY (1956)
 ND0092
 ND0092'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956
 ND0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1239 ***********************************************************************
 KX1239  DESIGNATION -  A 136
 KX1239  PID         -  KX1239
 KX1239  STATE/COUNTY-  PA/ALLEGHENY
 KX1239  USGS QUAD   -  BRADDOCK (1979)
 KX1239
 KX1239                         *CURRENT SURVEY CONTROL
 KX1239  ___________________________________________________________________
 KX1239* NAD 83(1986)-  40 23 36.     (N)    079 50 29.     (W)     SCALED    
 KX1239* NAVD 88     -       232.975  (meters)     764.35   (feet)  ADJUSTED  
 KX1239  ___________________________________________________________________
 KX1239  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 KX1239  DYNAMIC HT  -         232.855 (meters)     763.96  (feet)  COMP
 KX1239  MODELED GRAV-     980,104.6   (mgal)                       NAVD 88
 KX1239
 KX1239  VERT ORDER  -  FIRST     CLASS I
 KX1239
 KX1239.The horizontal coordinates were scaled from a topographic map and have
 KX1239.an estimated accuracy of +/- 6 seconds.
 KX1239
 KX1239.The orthometric height was determined by differential leveling
 KX1239.and adjusted by the National Geodetic Survey in June 1991..
 KX1239.WARNING-Repeat measurements at this control monument indicate possible
 KX1239.vertical movement.
 KX1239
 KX1239.The geoid height was determined by GEOID03.
 KX1239
 KX1239.The dynamic height is computed by dividing the NAVD 88
 KX1239.geopotential number by the normal gravity value computed on the
 KX1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1239.degrees latitude (g = 980.6199 gals.).
 KX1239
 KX1239.The modeled gravity was interpolated from observed gravity values.
 KX1239
 KX1239;                    North         East    Units  Estimated Accuracy
 KX1239;SPC PA S     -   119,800.      422,460.      MT  (+/- 180 meters Scaled)
 KX1239
 KX1239                          SUPERSEDED SURVEY CONTROL
 KX1239
 KX1239  NGVD 29 (??/??/92)  233.150  (m)          764.93   (f) ADJ UNCH    1 1
 KX1239
 KX1239.Superseded values are not recommended for survey control.
 KX1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1239.See file dsdata.txt to determine how the superseded data were derived.
 KX1239
 KX1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE983720(NAD 83)
 KX1239_MARKER: DB = BENCH MARK DISK
 KX1239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1239_SP_SET: SIGNAL BASE
 KX1239_STAMPING: A 136 1941
 KX1239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1239
 KX1239  HISTORY     - Date     Condition        Report By
 KX1239  HISTORY     - 1941     MONUMENTED       CGS
 KX1239  HISTORY     - 1966     GOOD             NGS
 KX1239
 KX1239                          STATION DESCRIPTION
 KX1239
 KX1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX1239'1.5 MI E FROM BRADDOCK.
 KX1239'ABOUT 1.5 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1239'RAILROAD OVERPASS OVER 6TH STREET AT BRADDOCK, ABOUT 0.4 MILE
 KX1239'EAST OF MILEPOST NO. 342, ABOUT 0.2 MILE SOUTHWEST OF THE U.S.
 KX1239'HIGHWAY 30 OVERPASS OVER THE TRACKS, ABOUT 5 RAILS EAST OF A
 KX1239'36-INCH METAL CULVERT UNDER THE TRACKS, DIRECTLY ACROSS THE TRACKS
 KX1239'FROM A SWITCH TOWER R, SET IN THE TOP OF THE SOUTHWEST CORNER OF
 KX1239'A 4 FOOT SQUARE CONCRETE SIGNAL PIT THAT IS ALMOST COMPLETELY
 KX1239'COVERED, 9.6 FEET NORTH OF THE NORTH RAIL OF THE NORTH ONE OF 4
 KX1239'TRACKS AND 2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1568 ***********************************************************************
 KX1568  DESIGNATION -  A 137
 KX1568  PID         -  KX1568
 KX1568  STATE/COUNTY-  PA/WESTMORELAND
 KX1568  USGS QUAD   -  VANDERGRIFT (1993)
 KX1568
 KX1568                         *CURRENT SURVEY CONTROL
 KX1568  ___________________________________________________________________
 KX1568* NAD 83(1986)-  40 32 34.     (N)    079 31 39.     (W)     SCALED    
 KX1568* NAVD 88     -       252.857  (meters)     829.58   (feet)  ADJUSTED  
 KX1568  ___________________________________________________________________
 KX1568  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KX1568  DYNAMIC HT  -         252.726 (meters)     829.15  (feet)  COMP
 KX1568  MODELED GRAV-     980,103.2   (mgal)                       NAVD 88
 KX1568
 KX1568  VERT ORDER  -  FIRST     CLASS II
 KX1568
 KX1568.The horizontal coordinates were scaled from a topographic map and have
 KX1568.an estimated accuracy of +/- 6 seconds.
 KX1568
 KX1568.The orthometric height was determined by differential leveling
 KX1568.and adjusted by the National Geodetic Survey in June 1991..
 KX1568
 KX1568.The geoid height was determined by GEOID03.
 KX1568
 KX1568.The dynamic height is computed by dividing the NAVD 88
 KX1568.geopotential number by the normal gravity value computed on the
 KX1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1568.degrees latitude (g = 980.6199 gals.).
 KX1568
 KX1568.The modeled gravity was interpolated from observed gravity values.
 KX1568
 KX1568;                    North         East    Units  Estimated Accuracy
 KX1568;SPC PA S     -   135,810.      449,440.      MT  (+/- 180 meters Scaled)
 KX1568
 KX1568                          SUPERSEDED SURVEY CONTROL
 KX1568
 KX1568  NGVD 29 (??/??/92)  253.034  (m)          830.16   (f) ADJ UNCH    1 2
 KX1568
 KX1568.Superseded values are not recommended for survey control.
 KX1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1568.See file dsdata.txt to determine how the superseded data were derived.
 KX1568
 KX1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE246890(NAD 83)
 KX1568_MARKER: DB = BENCH MARK DISK
 KX1568_SETTING: 80 = SET IN A BOULDER
 KX1568_SP_SET: BOULDER
 KX1568_STAMPING: A 137 1941
 KX1568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1568+STABILITY: SURFACE MOTION
 KX1568
 KX1568  HISTORY     - Date     Condition        Report By
 KX1568  HISTORY     - 1941     MONUMENTED       CGS
 KX1568
 KX1568                          STATION DESCRIPTION
 KX1568
 KX1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1568'16.5 MI SE FROM SCHENLEY.
 KX1568'IN WESTMORELAND COUNTY, ABOUT 16.5 MILES SOUTHEAST ALONG THE
 KX1568'PENNSYLVANIA RAILROAD FROM SCHENLEY, ARMSTRONG COUNTY, ABOUT 2.7
 KX1568'MILES WEST OF SALINA, ABOUT 0.6 MILE DOWNSTREAM FROM MILEPOST
 KX1568'31, IN THE TOP OF AN EMBEDDED BOULDER WHICH IS ABOUT TWO-THIRDS
 KX1568'UNDERGROUND, ABOUT 39 FEET LANDWARD FROM THE LAND RAIL, 24.3
 KX1568'FEET UPSTREAM AND LANDWARD FROM THE UPSTREAM LANDWARD CORNER
 KX1568'OF THE RAILROAD TOOL HOUSE, AND 7.9 FEET LANDWARD FROM RAILROAD
 KX1568'TELEPHONE POLE.  A STANDARD DISK, STAMPED A 137 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1220 ***********************************************************************
 MA1220  DESIGNATION -  A 138
 MA1220  PID         -  MA1220
 MA1220  STATE/COUNTY-  PA/VENANGO
 MA1220  USGS QUAD   -  KENNERDELL (1981)
 MA1220
 MA1220                         *CURRENT SURVEY CONTROL
 MA1220  ___________________________________________________________________
 MA1220* NAD 83(1986)-  41 19 49.     (N)    079 49 19.     (W)     SCALED    
 MA1220* NAVD 88     -       294.303  (meters)     965.56   (feet)  ADJUSTED  
 MA1220  ___________________________________________________________________
 MA1220  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 MA1220  DYNAMIC HT  -         294.166 (meters)     965.11  (feet)  COMP
 MA1220  MODELED GRAV-     980,151.0   (mgal)                       NAVD 88
 MA1220
 MA1220  VERT ORDER  -  FIRST     CLASS II
 MA1220
 MA1220.The horizontal coordinates were scaled from a topographic map and have
 MA1220.an estimated accuracy of +/- 6 seconds.
 MA1220
 MA1220.The orthometric height was determined by differential leveling
 MA1220.and adjusted by the National Geodetic Survey in June 1991..
 MA1220
 MA1220.The geoid height was determined by GEOID03.
 MA1220
 MA1220.The dynamic height is computed by dividing the NAVD 88
 MA1220.geopotential number by the normal gravity value computed on the
 MA1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1220.degrees latitude (g = 980.6199 gals.).
 MA1220
 MA1220.The modeled gravity was interpolated from observed gravity values.
 MA1220
 MA1220;                    North         East    Units  Estimated Accuracy
 MA1220;SPC PA N     -   131,300.      426,570.      MT  (+/- 180 meters Scaled)
 MA1220
 MA1220                          SUPERSEDED SURVEY CONTROL
 MA1220
 MA1220  NGVD 29 (??/??/92)  294.476  (m)          966.13   (f) ADJ UNCH    1 2
 MA1220
 MA1220.Superseded values are not recommended for survey control.
 MA1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1220.See file dsdata.txt to determine how the superseded data were derived.
 MA1220
 MA1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF985760(NAD 83)
 MA1220_MARKER: DB = BENCH MARK DISK
 MA1220_SETTING: 80 = SET IN A BOULDER
 MA1220_SP_SET: BOULDER
 MA1220_STAMPING: A 138 1941
 MA1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1220+STABILITY: SURFACE MOTION
 MA1220
 MA1220  HISTORY     - Date     Condition        Report By
 MA1220  HISTORY     - 1941     MONUMENTED       CGS
 MA1220
 MA1220                          STATION DESCRIPTION
 MA1220
 MA1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA1220'1.8 MI N FROM BRANDON.
 MA1220'1.8 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM BRANDON,
 MA1220'VENANGO COUNTY, 415 FEET DOWNSTREAM ACROSS THE TRACK FROM
 MA1220'MILEPOST 115, 140 FEET UPSTREAM FROM A PUMPHOUSE, AT AN OLD OIL
 MA1220'WELL, 38.4 FEET LANDWARD OF THE LAND RAIL, 20 FEET RIVERWARD AND
 MA1220'DOWNSTREAM FROM A WOODEN STORAGE TANK, IN THE TOP OF A BOULDER
 MA1220'3 FEET HIGH, AND ABOUT 2 FEET ABOVE THE TOP OF THE RAIL.  A
 MA1220'STANDARD DISK, STAMPED A 138 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1259 ***********************************************************************
 MA1259  DESIGNATION -  A 139
 MA1259  PID         -  MA1259
 MA1259  STATE/COUNTY-  PA/CLARION
 MA1259  USGS QUAD   -  PARKER (1979)
 MA1259
 MA1259                         *CURRENT SURVEY CONTROL
 MA1259  ___________________________________________________________________
 MA1259* NAD 83(1986)-  41 04 01.     (N)    079 39 10.     (W)     SCALED    
 MA1259* NAVD 88     -       262.036  (meters)     859.70   (feet)  ADJUSTED  
 MA1259  ___________________________________________________________________
 MA1259  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 MA1259  DYNAMIC HT  -         261.912 (meters)     859.29  (feet)  COMP
 MA1259  MODELED GRAV-     980,143.8   (mgal)                       NAVD 88
 MA1259
 MA1259  VERT ORDER  -  FIRST     CLASS II
 MA1259
 MA1259.The horizontal coordinates were scaled from a topographic map and have
 MA1259.an estimated accuracy of +/- 6 seconds.
 MA1259
 MA1259.The orthometric height was determined by differential leveling
 MA1259.and adjusted by the National Geodetic Survey in June 1991..
 MA1259
 MA1259.The geoid height was determined by GEOID03.
 MA1259
 MA1259.The dynamic height is computed by dividing the NAVD 88
 MA1259.geopotential number by the normal gravity value computed on the
 MA1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1259.degrees latitude (g = 980.6199 gals.).
 MA1259
 MA1259.The modeled gravity was interpolated from observed gravity values.
 MA1259
 MA1259;                    North         East    Units  Estimated Accuracy
 MA1259;SPC PA N     -   101,740.      440,090.      MT  (+/- 180 meters Scaled)
 MA1259
 MA1259                          SUPERSEDED SURVEY CONTROL
 MA1259
 MA1259  NGVD 29 (??/??/92)  262.205  (m)          860.25   (f) ADJ UNCH    1 2
 MA1259
 MA1259.Superseded values are not recommended for survey control.
 MA1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1259.See file dsdata.txt to determine how the superseded data were derived.
 MA1259
 MA1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF131470(NAD 83)
 MA1259_MARKER: DB = BENCH MARK DISK
 MA1259_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1259_SP_SET: ABUTMENT
 MA1259_STAMPING: A 139 1941
 MA1259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1259
 MA1259  HISTORY     - Date     Condition        Report By
 MA1259  HISTORY     - 1941     MONUMENTED       CGS
 MA1259
 MA1259                          STATION DESCRIPTION
 MA1259
 MA1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA1259'2.8 MI S FROM PARKERS LANDING.
 MA1259'2.8 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA1259'AT PARKERS LANDING, CLARION COUNTY, 127 FEET DOWNSTREAM FROM
 MA1259'MILEPOST 80, AT BRIDGE NO. 79.98 OVER A SMALL CREEK, AT THE
 MA1259'LANDWARD END OF THE DOWNSTREAM ABUTMENT, IN THE FIRST TIER OF
 MA1259'ROCKS BELOW THE COPING, 50.6 FEET LANDWARD OF THE LAND RAIL, AND
 MA1259'ABOUT 12 FEET BELOW THE TOP OF THE RAIL.  A STANDARD DISK,
 MA1259'STAMPED A 139 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1279 ***********************************************************************
 MA1279  DESIGNATION -  A 140
 MA1279  PID         -  MA1279
 MA1279  STATE/COUNTY-  PA/VENANGO
 MA1279  USGS QUAD   -  PRESIDENT (1981)
 MA1279
 MA1279                         *CURRENT SURVEY CONTROL
 MA1279  ___________________________________________________________________
 MA1279* NAD 83(1986)-  41 27 48.     (N)    079 35 09.     (W)     SCALED    
 MA1279* NAVD 88     -       314.002  (meters)    1030.19   (feet)  ADJUSTED  
 MA1279  ___________________________________________________________________
 MA1279  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 MA1279  DYNAMIC HT  -         313.858 (meters)    1029.72  (feet)  COMP
 MA1279  MODELED GRAV-     980,157.2   (mgal)                       NAVD 88
 MA1279
 MA1279  VERT ORDER  -  FIRST     CLASS II
 MA1279
 MA1279.The horizontal coordinates were scaled from a topographic map and have
 MA1279.an estimated accuracy of +/- 6 seconds.
 MA1279
 MA1279.The orthometric height was determined by differential leveling
 MA1279.and adjusted by the National Geodetic Survey in June 1991..
 MA1279
 MA1279.The geoid height was determined by GEOID03.
 MA1279
 MA1279.The dynamic height is computed by dividing the NAVD 88
 MA1279.geopotential number by the normal gravity value computed on the
 MA1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1279.degrees latitude (g = 980.6199 gals.).
 MA1279
 MA1279.The modeled gravity was interpolated from observed gravity values.
 MA1279
 MA1279;                    North         East    Units  Estimated Accuracy
 MA1279;SPC PA N     -   145,630.      446,650.      MT  (+/- 180 meters Scaled)
 MA1279
 MA1279                          SUPERSEDED SURVEY CONTROL
 MA1279
 MA1279  NGVD 29 (??/??/92)  314.172  (m)         1030.75   (f) ADJ UNCH    1 2
 MA1279
 MA1279.Superseded values are not recommended for survey control.
 MA1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1279.See file dsdata.txt to determine how the superseded data were derived.
 MA1279
 MA1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF180911(NAD 83)
 MA1279_MARKER: DB = BENCH MARK DISK
 MA1279_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1279_SP_SET: ABUTMENT
 MA1279_STAMPING: A 140 1941
 MA1279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1279
 MA1279  HISTORY     - Date     Condition        Report By
 MA1279  HISTORY     - 1941     MONUMENTED       CGS
 MA1279
 MA1279                          STATION DESCRIPTION
 MA1279
 MA1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA1279'1 MI NW FROM EAGLE ROCK.
 MA1279'ABOUT 1.0 MILE NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 MA1279'THE STATION AT EAGLE ROCK, VENANGO COUNTY, ABOUT 5 RAILS NORTH
 MA1279'OF THE DIVERGENCE TO THE NORTH OF A DIRT ROAD, AT STONE BRIDGE
 MA1279'11.25, IN THE TOP OF THE SOUTHEAST WING WALL OF THE SOUTH
 MA1279'ABUTMENT, 31.5 FEET SOUTHWEST OF POLE 11+10, AND 9 FEET EAST OF
 MA1279'THE EAST RAIL.  A STANDARD DISK, STAMPED A 140 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0668 ***********************************************************************
 MA0668  DESIGNATION -  A 141
 MA0668  PID         -  MA0668
 MA0668  STATE/COUNTY-  PA/WARREN
 MA0668  USGS QUAD   -  CORNPLANTER RUN (1983)
 MA0668
 MA0668                         *CURRENT SURVEY CONTROL
 MA0668  ___________________________________________________________________
 MA0668* NAD 83(1986)-  41 54 51.     (N)    078 56 06.     (W)     SCALED    
 MA0668* NAVD 88     -       383.901  (meters)    1259.52   (feet)  ADJUSTED  
 MA0668  ___________________________________________________________________
 MA0668  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 MA0668  DYNAMIC HT  -         383.750 (meters)    1259.02  (feet)  COMP
 MA0668  MODELED GRAV-     980,217.9   (mgal)                       NAVD 88
 MA0668
 MA0668  VERT ORDER  -  FIRST     CLASS II
 MA0668
 MA0668.The horizontal coordinates were scaled from a topographic map and have
 MA0668.an estimated accuracy of +/- 6 seconds.
 MA0668
 MA0668.The orthometric height was determined by differential leveling
 MA0668.and adjusted by the National Geodetic Survey in June 1991..
 MA0668
 MA0668.The geoid height was determined by GEOID03.
 MA0668
 MA0668.The dynamic height is computed by dividing the NAVD 88
 MA0668.geopotential number by the normal gravity value computed on the
 MA0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0668.degrees latitude (g = 980.6199 gals.).
 MA0668
 MA0668.The modeled gravity was interpolated from observed gravity values.
 MA0668
 MA0668;                    North         East    Units  Estimated Accuracy
 MA0668;SPC PA N     -   194,740.      501,690.      MT  (+/- 180 meters Scaled)
 MA0668
 MA0668                          SUPERSEDED SURVEY CONTROL
 MA0668
 MA0668  NGVD 29 (??/??/92)  384.066  (m)         1260.06   (f) ADJ UNCH    1 2
 MA0668
 MA0668.Superseded values are not recommended for survey control.
 MA0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0668.See file dsdata.txt to determine how the superseded data were derived.
 MA0668
 MA0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG712423(NAD 83)
 MA0668_MARKER: DB = BENCH MARK DISK
 MA0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0668_STAMPING: A 141 1941
 MA0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0668+STABILITY: SURFACE MOTION
 MA0668
 MA0668  HISTORY     - Date     Condition        Report By
 MA0668  HISTORY     - 1941     MONUMENTED       CGS
 MA0668  HISTORY     - 1966     MARK NOT FOUND   USGS
 MA0668
 MA0668                          STATION DESCRIPTION
 MA0668
 MA0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA0668'3.4 MI N FROM KINZUA.
 MA0668'3.4 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA0668'AT KINZUA, WARREN COUNTY, 300 FEET NORTH OF MILEPOST 72, AT A
 MA0668'ROAD CROSSING, 27.7 FEET SOUTHEAST OF THE CENTER OF THE CROSSING,
 MA0668'22.4 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND 20.7 FEET
 MA0668'EAST OF THE EAST RAIL.  A STANDARD DISK, STAMPED A 141 1941 AND
 MA0668'SET IN THE TOP OF A CONCRETE POST.
 MA0668
 MA0668                          STATION RECOVERY (1966)
 MA0668
 MA0668'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MA0668'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1532 ***********************************************************************
 MA1532  DESIGNATION -  A 142
 MA1532  PID         -  MA1532
 MA1532  STATE/COUNTY-  PA/ERIE
 MA1532  USGS QUAD   -  MILLERS STATION (1977)
 MA1532
 MA1532                         *CURRENT SURVEY CONTROL
 MA1532  ___________________________________________________________________
 MA1532* NAD 83(1986)-  41 52 18.     (N)    079 58 50.     (W)     SCALED    
 MA1532* NAVD 88     -       369.122  (meters)    1211.03   (feet)  ADJUSTED  
 MA1532  ___________________________________________________________________
 MA1532  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 MA1532  DYNAMIC HT  -         368.974 (meters)    1210.54  (feet)  COMP
 MA1532  MODELED GRAV-     980,212.7   (mgal)                       NAVD 88
 MA1532
 MA1532  VERT ORDER  -  FIRST     CLASS II
 MA1532
 MA1532.The horizontal coordinates were scaled from a topographic map and have
 MA1532.an estimated accuracy of +/- 6 seconds.
 MA1532
 MA1532.The orthometric height was determined by differential leveling
 MA1532.and adjusted by the National Geodetic Survey in June 1991..
 MA1532
 MA1532.The geoid height was determined by GEOID03.
 MA1532
 MA1532.The dynamic height is computed by dividing the NAVD 88
 MA1532.geopotential number by the normal gravity value computed on the
 MA1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1532.degrees latitude (g = 980.6199 gals.).
 MA1532
 MA1532.The modeled gravity was interpolated from observed gravity values.
 MA1532
 MA1532;                    North         East    Units  Estimated Accuracy
 MA1532;SPC PA N     -   191,740.      414,850.      MT  (+/- 180 meters Scaled)
 MA1532
 MA1532                          SUPERSEDED SURVEY CONTROL
 MA1532
 MA1532  NGVD 29 (??/??/92)  369.294  (m)         1211.59   (f) ADJ UNCH    1 2
 MA1532
 MA1532.Superseded values are not recommended for survey control.
 MA1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1532.See file dsdata.txt to determine how the superseded data were derived.
 MA1532
 MA1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG845360(NAD 83)
 MA1532_MARKER: DB = BENCH MARK DISK
 MA1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1532_STAMPING: A 142 1941
 MA1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1532+STABILITY: SURFACE MOTION
 MA1532
 MA1532  HISTORY     - Date     Condition        Report By
 MA1532  HISTORY     - 1941     MONUMENTED       CGS
 MA1532
 MA1532                          STATION DESCRIPTION
 MA1532
 MA1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA1532'0.7 MI SW FROM MILL VILLAGE.
 MA1532'0.7 MILE SOUTHWEST ALONG THE ERIE RAILROAD FROM THE STATION AT
 MA1532'MILL VILLAGE, ERIE COUNTY, 89 FEET NORTHEAST OF THE SIGN-POST
 MA1532'FOR BRIDGE NO. 80.22, AT A ROAD CROSSING, 15 FEET NORTH OF THE
 MA1532'CENTERLINE OF THE ROAD, 14.2 FEET SOUTHEAST OF THE SOUTHEAST
 MA1532'RAIL, 2.5 FEET EAST OF THE CROSSING SIGN, AND 1 FOOT NORTHWEST
 MA1532'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED A 142
 MA1532'1941 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1480 ***********************************************************************
 MA1480  DESIGNATION -  A 143
 MA1480  PID         -  MA1480
 MA1480  STATE/COUNTY-  PA/ERIE
 MA1480  USGS QUAD   -  UNION CITY (1977)
 MA1480
 MA1480                         *CURRENT SURVEY CONTROL
 MA1480  ___________________________________________________________________
 MA1480* NAD 83(1986)-  41 54 00.     (N)    079 50 49.     (W)     SCALED    
 MA1480* NAVD 88     -       384.292  (meters)    1260.80   (feet)  ADJUSTED  
 MA1480  ___________________________________________________________________
 MA1480  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 MA1480  DYNAMIC HT  -         384.137 (meters)    1260.29  (feet)  COMP
 MA1480  MODELED GRAV-     980,208.2   (mgal)                       NAVD 88
 MA1480
 MA1480  VERT ORDER  -  FIRST     CLASS II
 MA1480
 MA1480.The horizontal coordinates were scaled from a topographic map and have
 MA1480.an estimated accuracy of +/- 6 seconds.
 MA1480
 MA1480.The orthometric height was determined by differential leveling
 MA1480.and adjusted by the National Geodetic Survey in June 1991..
 MA1480
 MA1480.The geoid height was determined by GEOID03.
 MA1480
 MA1480.The dynamic height is computed by dividing the NAVD 88
 MA1480.geopotential number by the normal gravity value computed on the
 MA1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1480.degrees latitude (g = 980.6199 gals.).
 MA1480
 MA1480.The modeled gravity was interpolated from observed gravity values.
 MA1480
 MA1480;                    North         East    Units  Estimated Accuracy
 MA1480;SPC PA N     -   194,600.      426,010.      MT  (+/- 180 meters Scaled)
 MA1480
 MA1480                          SUPERSEDED SURVEY CONTROL
 MA1480
 MA1480  NGVD 29 (??/??/92)  384.456  (m)         1261.34   (f) ADJ UNCH    1 2
 MA1480
 MA1480.Superseded values are not recommended for survey control.
 MA1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1480.See file dsdata.txt to determine how the superseded data were derived.
 MA1480
 MA1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG956393(NAD 83)
 MA1480_MARKER: DB = BENCH MARK DISK
 MA1480_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1480_SP_SET: ABUTMENT
 MA1480_STAMPING: A 143 1941
 MA1480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1480
 MA1480  HISTORY     - Date     Condition        Report By
 MA1480  HISTORY     - 1941     MONUMENTED       CGS
 MA1480  HISTORY     - 1964     GOOD             NGS
 MA1480
 MA1480                          STATION DESCRIPTION
 MA1480
 MA1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA1480'AT UNION CITY.
 MA1480'AT UNION CITY, ERIE COUNTY, ABOUT 0.1 MILE NORTHWEST OF THE
 MA1480'PENNSYLVANIA RAILROAD STATION, ABOUT 6-1/2 RAILS NORTHWEST OF
 MA1480'MILEPOST 26, AT BRIDGE 25.97, IN THE TOP OF THE WEST ABUTMENT,
 MA1480'7 FEET NORTH OF THE SOUTH END, 2 FEET SOUTHWEST OF THE SOUTHWEST
 MA1480'CORNER OF THE STEEL BRIDGE WALL, AND 6.5 FEET SOUTHWEST OF THE
 MA1480'SOUTHWEST RAIL OF THE SOUTHWEST TRACK.  A STANDARD DISK, STAMPED
 MA1480'A 143 1941.
 MA1480
 MA1480                          STATION RECOVERY (1964)
 MA1480
 MA1480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 MA1480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0860 ***********************************************************************
 KW0860  DESIGNATION -  A 144
 KW0860  PID         -  KW0860
 KW0860  STATE/COUNTY-  PA/DAUPHIN
 KW0860  USGS QUAD   -  HARRISBURG WEST (1987)
 KW0860
 KW0860                         *CURRENT SURVEY CONTROL
 KW0860  ___________________________________________________________________
 KW0860* NAD 83(1986)-  40 16 52.     (N)    076 53 15.     (W)     SCALED    
 KW0860* NAVD 88     -       105.136  (meters)     344.93   (feet)  ADJUSTED  
 KW0860  ___________________________________________________________________
 KW0860  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KW0860  DYNAMIC HT  -         105.084 (meters)     344.76  (feet)  COMP
 KW0860  MODELED GRAV-     980,125.3   (mgal)                       NAVD 88
 KW0860
 KW0860  VERT ORDER  -  FIRST     CLASS I
 KW0860
 KW0860.The horizontal coordinates were scaled from a topographic map and have
 KW0860.an estimated accuracy of +/- 6 seconds.
 KW0860
 KW0860.The orthometric height was determined by differential leveling
 KW0860.and adjusted by the National Geodetic Survey in June 1991..
 KW0860
 KW0860.The geoid height was determined by GEOID03.
 KW0860
 KW0860.The dynamic height is computed by dividing the NAVD 88
 KW0860.geopotential number by the normal gravity value computed on the
 KW0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0860.degrees latitude (g = 980.6199 gals.).
 KW0860
 KW0860.The modeled gravity was interpolated from observed gravity values.
 KW0860
 KW0860;                    North         East    Units  Estimated Accuracy
 KW0860;SPC PA S     -   105,590.      673,350.      MT  (+/- 180 meters Scaled)
 KW0860
 KW0860                          SUPERSEDED SURVEY CONTROL
 KW0860
 KW0860  NGVD 29 (??/??/??)  105.346  (m)          345.62   (f) ADJUSTED    1 1
 KW0860
 KW0860.Superseded values are not recommended for survey control.
 KW0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0860.See file dsdata.txt to determine how the superseded data were derived.
 KW0860
 KW0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK395606(NAD 83)
 KW0860_MARKER: DB = BENCH MARK DISK
 KW0860_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0860_SP_SET: ABUTMENT
 KW0860_STAMPING: A 144 1941
 KW0860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0860
 KW0860  HISTORY     - Date     Condition        Report By
 KW0860  HISTORY     - 1941     MONUMENTED       CGS
 KW0860  HISTORY     - 1966     GOOD             CGS
 KW0860  HISTORY     - 19881027 MARK NOT FOUND   LOCSUR
 KW0860  HISTORY     - 20060325 MARK NOT FOUND   GEOCAC
 KW0860
 KW0860                          STATION DESCRIPTION
 KW0860
 KW0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0860'1.2 MI N FROM HARRISBURG.
 KW0860'ABOUT 1.2 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW0860'STATION AT HARRISBURG TO THE RAILROAD UNDERPASS FOR U.S. HIGHWAY
 KW0860'22 WEST BYPASS, SET VERTICALLY IN THE EAST FACE OF THE WEST
 KW0860'ABUTMENT AT THE SOUTHEAST CORNER OF THE UNDERPASS, 23 FEET
 KW0860'WEST OF THE WEST RAIL OF THE TRACK, 1.2 FEET NORTH OF THE
 KW0860'RETAINING WALL, ABOUT 20 FEET BELOW THE LEVEL OF THE HIGHWAY,
 KW0860'ABOUT 6 FEET ABOVE THE LEVEL OF THE TRACK, ABOUT 4 FEET ABOVE
 KW0860'THE LEVEL OF THE GROUND.
 KW0860
 KW0860                          STATION RECOVERY (1988)
 KW0860
 KW0860'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (RLH)
 KW0860'MARK NOT FOUND.
 KW0860
 KW0860                          STATION RECOVERY (2006)
 KW0860
 KW0860'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0860'ABUTMENT FACE HAS BEEN REBUILT. NEW MARK KW3234 IS ON THE NEW
 KW0860'ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3234 ***********************************************************************
 KW3234  DESIGNATION -  A 144 RESET
 KW3234  PID         -  KW3234
 KW3234  STATE/COUNTY-  PA/DAUPHIN
 KW3234  USGS QUAD   -  HARRISBURG WEST (1987)
 KW3234
 KW3234                         *CURRENT SURVEY CONTROL
 KW3234  ___________________________________________________________________
 KW3234* NAD 83(1986)-  40 16 52.     (N)    076 53 15.     (W)     SCALED    
 KW3234* NAVD 88     -       105.02   (+/-2cm)     344.6    (feet)  VERTCON   
 KW3234  ___________________________________________________________________
 KW3234  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KW3234
 KW3234  VERT ORDER  -  THIRD (See Below)
 KW3234
 KW3234.The horizontal coordinates were scaled from a topographic map and have
 KW3234.an estimated accuracy of +/- 6 seconds.
 KW3234
 KW3234.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW3234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW3234.The vertical order pertains to the NGVD 29 superseded value.
 KW3234
 KW3234.The geoid height was determined by GEOID03.
 KW3234
 KW3234;                    North         East    Units  Estimated Accuracy
 KW3234;SPC PA S     -   105,590.      673,350.      MT  (+/- 180 meters Scaled)
 KW3234
 KW3234                          SUPERSEDED SURVEY CONTROL
 KW3234
 KW3234  NGVD 29 (02/24/03)  105.24   (m)          345.3    (f) RESET       3  
 KW3234
 KW3234.Superseded values are not recommended for survey control.
 KW3234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3234.See file dsdata.txt to determine how the superseded data were derived.
 KW3234
 KW3234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK395606(NAD 83)
 KW3234_MARKER: DD = SURVEY DISK
 KW3234_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KW3234_SP_SET: ABUTMENT
 KW3234_MARK LOGO: PADT  
 KW3234_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW3234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW3234+STABILITY: SURFACE MOTION
 KW3234
 KW3234  HISTORY     - Date     Condition        Report By
 KW3234  HISTORY     - 1988     MONUMENTED       PADT
 KW3234
 KW3234                          STATION DESCRIPTION
 KW3234
 KW3234'DESCRIBED BY PA DEPT OF TRANSP 1988
 KW3234'1.2 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KW3234'AT HARRISBURG TO THE RAILROAD UNDERPASS FOR MCCLAY STREET, 23 FEET
 KW3234'WEST OF THE WEST RAIL OF THE TRACK, ABOUT 20 FEET BELOW THE LEVEL OF
 KW3234'MCCLAY STREET AND ABOUT 6 FEET ABOVE THE LEVEL OF TRACK, 4 FEET ABOVE
 KW3234'LEVEL OF GROUND.  NOTE --  NO STAMPING ON DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1359 ***********************************************************************
 KW1359  DESIGNATION -  A 146
 KW1359  PID         -  KW1359
 KW1359  STATE/COUNTY-  PA/DAUPHIN
 KW1359  USGS QUAD   -  MILLERSBURG (1969)
 KW1359
 KW1359                         *CURRENT SURVEY CONTROL
 KW1359  ___________________________________________________________________
 KW1359* NAD 83(1986)-  40 33 00.     (N)    076 57 49.     (W)     SCALED    
 KW1359* NAVD 88     -       120.368  (meters)     394.91   (feet)  ADJUSTED  
 KW1359  ___________________________________________________________________
 KW1359  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KW1359  DYNAMIC HT  -         120.311 (meters)     394.72  (feet)  COMP
 KW1359  MODELED GRAV-     980,149.9   (mgal)                       NAVD 88
 KW1359
 KW1359  VERT ORDER  -  FIRST     CLASS II
 KW1359
 KW1359.The horizontal coordinates were scaled from a topographic map and have
 KW1359.an estimated accuracy of +/- 6 seconds.
 KW1359
 KW1359.The orthometric height was determined by differential leveling
 KW1359.and adjusted by the National Geodetic Survey in June 1991..
 KW1359
 KW1359.The geoid height was determined by GEOID03.
 KW1359
 KW1359.The dynamic height is computed by dividing the NAVD 88
 KW1359.geopotential number by the normal gravity value computed on the
 KW1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1359.degrees latitude (g = 980.6199 gals.).
 KW1359
 KW1359.The modeled gravity was interpolated from observed gravity values.
 KW1359
 KW1359;                    North         East    Units  Estimated Accuracy
 KW1359;SPC PA S     -   135,390.      666,610.      MT  (+/- 180 meters Scaled)
 KW1359
 KW1359                          SUPERSEDED SURVEY CONTROL
 KW1359
 KW1359  NGVD 29 (??/??/??)  120.595  (m)          395.65   (f) ADJUSTED    1 2
 KW1359
 KW1359.Superseded values are not recommended for survey control.
 KW1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1359.See file dsdata.txt to determine how the superseded data were derived.
 KW1359
 KW1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK337906(NAD 83)
 KW1359_MARKER: DB = BENCH MARK DISK
 KW1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1359_STAMPING: A 146 1941
 KW1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1359+STABILITY: SURFACE MOTION
 KW1359
 KW1359  HISTORY     - Date     Condition        Report By
 KW1359  HISTORY     - 1941     MONUMENTED       CGS
 KW1359  HISTORY     - 1953     GOOD             CGS
 KW1359  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KW1359  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW1359  HISTORY     - 20060319 MARK NOT FOUND   GEOCAC
 KW1359
 KW1359                          STATION DESCRIPTION
 KW1359
 KW1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KW1359'0.6 MI N FROM MILLERSBURG.
 KW1359'0.6 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KW1359'AT MILLERSBURG, DAUPHIN COUNTY, ABOUT 212 FEET SOUTH OF MILEPOST
 KW1359'113, AT A POINT WHERE A HIGHWAY LEAVES THE RAILROAD AND STARTS UP
 KW1359'A HILL INTO TOWN, 30.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 KW1359'44 FEET SOUTHEAST OF THE CENTER OF A SMALL GRADE CROSSING, AND 31
 KW1359'FEET EAST OF THE EAST RAIL.  A STANDARD DISK, STAMPED A 146 1941
 KW1359'AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE
 KW1359'GROUND.  NOTE-- MARK FOUND SLIGHTLY BURIED.
 KW1359
 KW1359                          STATION RECOVERY (1987)
 KW1359
 KW1359'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 KW1359'MARK NOT FOUND.
 KW1359
 KW1359                          STATION RECOVERY (1989)
 KW1359
 KW1359'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1359'MARK NOT FOUND.
 KW1359
 KW1359                          STATION RECOVERY (2006)
 KW1359
 KW1359'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW1359'MEASUREMENTS FROM ROAD AND RAILS CONFLICT. FIBER LINE HAS BEEN PUT IN
 KW1359'PARALLEL TO THE RAILBED AND INSTALLATION MAY HAVE DESTROYED THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1405 ***********************************************************************
 KW1405  DESIGNATION -  A 147
 KW1405  PID         -  KW1405
 KW1405  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW1405  USGS QUAD   -  NORTHUMBERLAND (1994)
 KW1405
 KW1405                         *CURRENT SURVEY CONTROL
 KW1405  ___________________________________________________________________
 KW1405* NAD 83(1986)-  40 53 34.     (N)    076 48 26.     (W)     SCALED    
 KW1405* NAVD 88     -       140.028  (meters)     459.41   (feet)  ADJUSTED  
 KW1405  ___________________________________________________________________
 KW1405  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 KW1405  DYNAMIC HT  -         139.967 (meters)     459.21  (feet)  COMP
 KW1405  MODELED GRAV-     980,182.7   (mgal)                       NAVD 88
 KW1405
 KW1405  VERT ORDER  -  FIRST     CLASS II
 KW1405
 KW1405.The horizontal coordinates were scaled from a topographic map and have
 KW1405.an estimated accuracy of +/- 6 seconds.
 KW1405
 KW1405.The orthometric height was determined by differential leveling
 KW1405.and adjusted by the National Geodetic Survey in June 1991..
 KW1405
 KW1405.The geoid height was determined by GEOID03.
 KW1405
 KW1405.The dynamic height is computed by dividing the NAVD 88
 KW1405.geopotential number by the normal gravity value computed on the
 KW1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1405.degrees latitude (g = 980.6199 gals.).
 KW1405
 KW1405.The modeled gravity was interpolated from observed gravity values.
 KW1405
 KW1405;                    North         East    Units  Estimated Accuracy
 KW1405;SPC PA N     -    81,070.      679,450.      MT  (+/- 180 meters Scaled)
 KW1405
 KW1405                          SUPERSEDED SURVEY CONTROL
 KW1405
 KW1405  NGVD 29 (??/??/??)  140.260  (m)          460.17   (f) ADJUSTED    1 2
 KW1405
 KW1405.Superseded values are not recommended for survey control.
 KW1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1405.See file dsdata.txt to determine how the superseded data were derived.
 KW1405
 KW1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL477284(NAD 83)
 KW1405_MARKER: DB = BENCH MARK DISK
 KW1405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1405_SP_SET: CULVERT
 KW1405_STAMPING: A 147 1941
 KW1405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1405
 KW1405  HISTORY     - Date     Condition        Report By
 KW1405  HISTORY     - 1941     MONUMENTED       CGS
 KW1405  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW1405
 KW1405                          STATION DESCRIPTION
 KW1405
 KW1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1405'6 MI S FROM MONTANDON.
 KW1405'6.0 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KW1405'AT MONTANDON, 0.5 MILE WEST OF MILEPOST 285, 70 FEET WEST OF
 KW1405'CONCRETE POLE 284+46, IN THE NORTH HEADWALL OF A CONCRETE
 KW1405'CULVERT, AND 5.8 FEET NORTH OF THE NORTH RAIL.
 KW1405
 KW1405                          STATION RECOVERY (1989)
 KW1405
 KW1405'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0607 ***********************************************************************
 LY0607  DESIGNATION -  A 148
 LY0607  PID         -  LY0607
 LY0607  STATE/COUNTY-  PA/PIKE
 LY0607  USGS QUAD   -  SHOHOLA (1994)
 LY0607
 LY0607                         *CURRENT SURVEY CONTROL
 LY0607  ___________________________________________________________________
 LY0607* NAD 83(1986)-  41 26 20.     (N)    074 53 45.     (W)     SCALED    
 LY0607* NAVD 88     -       193.748  (meters)     635.65   (feet)  ADJUSTED  
 LY0607  ___________________________________________________________________
 LY0607  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 LY0607  DYNAMIC HT  -         193.668 (meters)     635.39  (feet)  COMP
 LY0607  MODELED GRAV-     980,202.4   (mgal)                       NAVD 88
 LY0607
 LY0607  VERT ORDER  -  FIRST     CLASS II
 LY0607
 LY0607.The horizontal coordinates were scaled from a topographic map and have
 LY0607.an estimated accuracy of +/- 6 seconds.
 LY0607
 LY0607.The orthometric height was determined by differential leveling
 LY0607.and adjusted by the National Geodetic Survey in June 1991..
 LY0607
 LY0607.The geoid height was determined by GEOID03.
 LY0607
 LY0607.The dynamic height is computed by dividing the NAVD 88
 LY0607.geopotential number by the normal gravity value computed on the
 LY0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0607.degrees latitude (g = 980.6199 gals.).
 LY0607
 LY0607.The modeled gravity was interpolated from observed gravity values.
 LY0607
 LY0607;                    North         East    Units  Estimated Accuracy
 LY0607;SPC PA N     -   145,220.      838,480.      MT  (+/- 180 meters Scaled)
 LY0607
 LY0607                          SUPERSEDED SURVEY CONTROL
 LY0607
 LY0607  NGVD 29 (??/??/92)  193.919  (m)          636.22   (f) ADJ UNCH    1 2
 LY0607
 LY0607.Superseded values are not recommended for survey control.
 LY0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0607.See file dsdata.txt to determine how the superseded data were derived.
 LY0607
 LY0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL087874(NAD 83)
 LY0607_MARKER: DB = BENCH MARK DISK
 LY0607_SETTING: 66 = SET IN ROCK OUTCROP
 LY0607_SP_SET: ROCK CUT
 LY0607_STAMPING: A 148 1941
 LY0607_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0607+STABILITY: POSITION/ELEVATION WELL
 LY0607
 LY0607  HISTORY     - Date     Condition        Report By
 LY0607  HISTORY     - 1941     MONUMENTED       CGS
 LY0607  HISTORY     - 19941011 MARK NOT FOUND   USGS
 LY0607
 LY0607                          STATION DESCRIPTION
 LY0607
 LY0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LY0607'0.5 MI NW FROM PARKERS GLEN.
 LY0607'0.5 MILE NORTHWEST ALONG THE ERIE RAILROAD FROM THE STATION AT
 LY0607'PARKERS GLEN, PIKE COUNTY, ABOUT 0.1 MILE SOUTHEAST OF MILEPOST
 LY0607'103, 10 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE EAST-BOUND
 LY0607'TRACK, IN A LEDGE IN A STONE CUT, AND ABOUT 1 FOOT HIGHER THAN
 LY0607'THE RAIL.  A STANDARD DISK, STAMPED A 148 1941.
 LY0607
 LY0607                          STATION RECOVERY (1994)
 LY0607
 LY0607'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (JB)
 LY0607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0014 ***********************************************************************
 KX0014  DESIGNATION -  A 149
 KX0014  PID         -  KX0014
 KX0014  STATE/COUNTY-  PA/HUNTINGDON
 KX0014  USGS QUAD   -  ALEXANDRIA (1994)
 KX0014
 KX0014                         *CURRENT SURVEY CONTROL
 KX0014  ___________________________________________________________________
 KX0014* NAD 83(1986)-  40 35 45.     (N)    078 06 57.     (W)     SCALED    
 KX0014* NAVD 88     -       227.544  (meters)     746.53   (feet)  ADJUSTED  
 KX0014  ___________________________________________________________________
 KX0014  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KX0014  DYNAMIC HT  -         227.430 (meters)     746.16  (feet)  COMP
 KX0014  MODELED GRAV-     980,118.6   (mgal)                       NAVD 88
 KX0014
 KX0014  VERT ORDER  -  FIRST     CLASS I
 KX0014
 KX0014.The horizontal coordinates were scaled from a topographic map and have
 KX0014.an estimated accuracy of +/- 6 seconds.
 KX0014
 KX0014.The orthometric height was determined by differential leveling
 KX0014.and adjusted by the National Geodetic Survey in June 1991..
 KX0014
 KX0014.The geoid height was determined by GEOID03.
 KX0014
 KX0014.The dynamic height is computed by dividing the NAVD 88
 KX0014.geopotential number by the normal gravity value computed on the
 KX0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0014.degrees latitude (g = 980.6199 gals.).
 KX0014
 KX0014.The modeled gravity was interpolated from observed gravity values.
 KX0014
 KX0014;                    North         East    Units  Estimated Accuracy
 KX0014;SPC PA S     -   140,250.      569,040.      MT  (+/- 180 meters Scaled)
 KX0014
 KX0014                          SUPERSEDED SURVEY CONTROL
 KX0014
 KX0014  NGVD 29 (??/??/92)  227.736  (m)          747.16   (f) ADJ UNCH    1 1
 KX0014
 KX0014.Superseded values are not recommended for survey control.
 KX0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0014.See file dsdata.txt to determine how the superseded data were derived.
 KX0014
 KX0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE440978(NAD 83)
 KX0014_MARKER: DB = BENCH MARK DISK
 KX0014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0014_SP_SET: ABUTMENT
 KX0014_STAMPING: A 149 1941
 KX0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0014
 KX0014  HISTORY     - Date     Condition        Report By
 KX0014  HISTORY     - 1941     MONUMENTED       CGS
 KX0014  HISTORY     - 1966     GOOD             NGS
 KX0014
 KX0014                          STATION DESCRIPTION
 KX0014
 KX0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0014'8.9 MI SE FROM TYRONE.
 KX0014'ABOUT 8.9 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX0014'THE STATION AT TYRONE, OR ABOUT 10.9 MILES NORTHWEST ALONG THE
 KX0014'PENNSYLVANIA RAILROAD FROM THE STATION AT HUNTINGDON, 0.1 MILE
 KX0014'NORTHWEST OF MILEPOST 213, 1.1 MILES NORTHWEST OF THE CROSSING
 KX0014'OF THE RAILROAD AND A ROAD AT BARREE, 47 FEET NORTH OF THE
 KX0014'NORTH CORNER OF A ROCK BUILDING, 18 FEET SOUTHWEST OF THE
 KX0014'SOUTHWEST RAIL OF THE NORTHEAST SET OF MAIN LINE TRACKS, SET
 KX0014'IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF
 KX0014'RAILROAD BRIDGE NUMBER 213/10 OVER THE LITTLE JUNIATA RIVER,
 KX0014'AND ABOUT LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0884 ***********************************************************************
 LZ0884  DESIGNATION -  A 15
 LZ0884  PID         -  LZ0884
 LZ0884  STATE/COUNTY-  PA/LYCOMING
 LZ0884  USGS QUAD   -  WILLIAMSPORT (1986)
 LZ0884
 LZ0884                         *CURRENT SURVEY CONTROL
 LZ0884  ___________________________________________________________________
 LZ0884* NAD 83(1986)-  41 14 24.     (N)    077 00 24.     (W)     SCALED    
 LZ0884* NAVD 88     -       161.911  (meters)     531.20   (feet)  ADJUSTED  
 LZ0884  ___________________________________________________________________
 LZ0884  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 LZ0884  DYNAMIC HT  -         161.841 (meters)     530.97  (feet)  COMP
 LZ0884  MODELED GRAV-     980,187.7   (mgal)                       NAVD 88
 LZ0884
 LZ0884  VERT ORDER  -  FIRST     CLASS II
 LZ0884
 LZ0884.The horizontal coordinates were scaled from a topographic map and have
 LZ0884.an estimated accuracy of +/- 6 seconds.
 LZ0884
 LZ0884.The orthometric height was determined by differential leveling
 LZ0884.and adjusted by the National Geodetic Survey in June 1991..
 LZ0884.WARNING-Repeat measurements at this control monument indicate possible
 LZ0884.vertical movement.
 LZ0884
 LZ0884.The geoid height was determined by GEOID03.
 LZ0884
 LZ0884.The dynamic height is computed by dividing the NAVD 88
 LZ0884.geopotential number by the normal gravity value computed on the
 LZ0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0884.degrees latitude (g = 980.6199 gals.).
 LZ0884
 LZ0884.The modeled gravity was interpolated from observed gravity values.
 LZ0884
 LZ0884;                    North         East    Units  Estimated Accuracy
 LZ0884;SPC PA N     -   119,470.      662,310.      MT  (+/- 180 meters Scaled)
 LZ0884
 LZ0884                          SUPERSEDED SURVEY CONTROL
 LZ0884
 LZ0884  NGVD 29 (??/??/92)  162.130  (m)          531.92   (f) ADJ UNCH    1 2
 LZ0884
 LZ0884.Superseded values are not recommended for survey control.
 LZ0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0884.See file dsdata.txt to determine how the superseded data were derived.
 LZ0884
 LZ0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL318673(NAD 83)
 LZ0884_MARKER: DB = BENCH MARK DISK
 LZ0884_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0884_SP_SET: WATER TABLE
 LZ0884_STAMPING: A 15 1934
 LZ0884_MARK LOGO: CGS   
 LZ0884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LZ0884+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2006
 LZ0884
 LZ0884  HISTORY     - Date     Condition        Report By
 LZ0884  HISTORY     - 1934     MONUMENTED       CGS
 LZ0884  HISTORY     - 1962     GOOD             NGS
 LZ0884  HISTORY     - 1983     GOOD             NGS
 LZ0884  HISTORY     - 19981213 GOOD             USPSQD
 LZ0884  HISTORY     - 20060820 GOOD             GEOCAC
 LZ0884
 LZ0884                          STATION DESCRIPTION
 LZ0884
 LZ0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 LZ0884'IN WILLIAMSPORT.
 LZ0884'AT WILLIAMSPORT, LYCOMING COUNTY, ON FOURTH STREET, AT THE
 LZ0884'POST OFFICE, IN THE NORTH FACE OF THE STONE WATER TABLE, 5 FEET
 LZ0884'EAST OF THE NORTHWEST CORNER OF THE BUILDING, AND 5 FEET HIGHER
 LZ0884'THAN THE GROUND.  A STANDARD DISK, STAMPED A 15 1934 AND SET
 LZ0884'VERTICALLY.
 LZ0884
 LZ0884                          STATION RECOVERY (1983)
 LZ0884
 LZ0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LZ0884'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN
 LZ0884'WILLIAMSPORT, ON FOURTH STREET, AT THE CITY HALL, IN THE NORTH FACE OF
 LZ0884'THE BUILDING, 1.5 METERS (5.0 FT) EAST OF THE NORTHWEST CORNER OF THE
 LZ0884'BUILDING.
 LZ0884'THE MARK IS 1.5 M ABOVE GROUND.
 LZ0884
 LZ0884                          STATION RECOVERY (1998)
 LZ0884
 LZ0884'RECOVERY NOTE BY US POWER SQUADRON 1998
 LZ0884'RECOVERED IN GOOD CONDITION.
 LZ0884
 LZ0884                          STATION RECOVERY (2006)
 LZ0884
 LZ0884'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 LZ0884'MARK RECOVERED AS DESCRIBED. NOTE, 1983 RECOVERY INCORRECTLY
 LZ0884'REFERENCES CITY HALL. THE MARK IS ON THE POST OFFICE AS ORIGINALLY
 LZ0884'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1717 ***********************************************************************
 KW1717  DESIGNATION -  A 151
 KW1717  PID         -  KW1717
 KW1717  STATE/COUNTY-  PA/JUNIATA
 KW1717  USGS QUAD   -  MIFFLINTOWN (1978)
 KW1717
 KW1717                         *CURRENT SURVEY CONTROL
 KW1717  ___________________________________________________________________
 KW1717* NAD 83(1986)-  40 32 55.     (N)    077 23 47.     (W)     SCALED    
 KW1717* NAVD 88     -       134.767  (meters)     442.15   (feet)  ADJUSTED  
 KW1717  ___________________________________________________________________
 KW1717  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KW1717  DYNAMIC HT  -         134.704 (meters)     441.94  (feet)  COMP
 KW1717  MODELED GRAV-     980,153.1   (mgal)                       NAVD 88
 KW1717
 KW1717  VERT ORDER  -  FIRST     CLASS I
 KW1717
 KW1717.The horizontal coordinates were scaled from a topographic map and have
 KW1717.an estimated accuracy of +/- 6 seconds.
 KW1717
 KW1717.The orthometric height was determined by differential leveling
 KW1717.and adjusted by the National Geodetic Survey in June 1991..
 KW1717
 KW1717.The geoid height was determined by GEOID03.
 KW1717
 KW1717.The dynamic height is computed by dividing the NAVD 88
 KW1717.geopotential number by the normal gravity value computed on the
 KW1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1717.degrees latitude (g = 980.6199 gals.).
 KW1717
 KW1717.The modeled gravity was interpolated from observed gravity values.
 KW1717
 KW1717;                    North         East    Units  Estimated Accuracy
 KW1717;SPC PA S     -   135,000.      629,950.      MT  (+/- 180 meters Scaled)
 KW1717
 KW1717                          SUPERSEDED SURVEY CONTROL
 KW1717
 KW1717  NGVD 29 (??/??/??)  134.979  (m)          442.84   (f) ADJUSTED    1 1
 KW1717
 KW1717.Superseded values are not recommended for survey control.
 KW1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1717.See file dsdata.txt to determine how the superseded data were derived.
 KW1717
 KW1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK970914(NAD 83)
 KW1717_MARKER: DB = BENCH MARK DISK
 KW1717_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1717_SP_SET: CULVERT
 KW1717_STAMPING: A 151 1941
 KW1717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1717
 KW1717  HISTORY     - Date     Condition        Report By
 KW1717  HISTORY     - 1941     MONUMENTED       CGS
 KW1717  HISTORY     - 1966     GOOD             CGS
 KW1717
 KW1717                          STATION DESCRIPTION
 KW1717
 KW1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1717'1.3 MI NW FROM PORT ROYAL.
 KW1717'1.3 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1717'STATE HIGHWAY 75 OVERPASS FOR THE RAILROAD AT PORT ROYAL,
 KW1717'OR ABOUT 1.7 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM
 KW1717'THE STATION AT MIFFLIN, 0.25 MILE SOUTHWEST OF MILEPOST 152,
 KW1717'15 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 KW1717'TRACK, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 KW1717'CONCRETE HEAD WALL OF A CULVERT, AND ABOUT 4 1/2 FEET BELOW THE
 KW1717'LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3486 ***********************************************************************
 JV3486  DESIGNATION -  A 151 PADH
 JV3486  PID         -  JV3486
 JV3486  STATE/COUNTY-  PA/FRANKLIN
 JV3486  USGS QUAD   -  WILLIAMSON (1990)
 JV3486
 JV3486                         *CURRENT SURVEY CONTROL
 JV3486  ___________________________________________________________________
 JV3486* NAD 83(1986)-  39 47 30.     (N)    077 45 16.     (W)     SCALED    
 JV3486* NAVD 88     -       140.053  (meters)     459.49   (feet)  ADJUSTED  
 JV3486  ___________________________________________________________________
 JV3486  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 JV3486  DYNAMIC HT  -         139.972 (meters)     459.22  (feet)  COMP
 JV3486  MODELED GRAV-     980,046.0   (mgal)                       NAVD 88
 JV3486
 JV3486  VERT ORDER  -  SECOND    CLASS 0
 JV3486
 JV3486.The horizontal coordinates were scaled from a topographic map and have
 JV3486.an estimated accuracy of +/- 6 seconds.
 JV3486
 JV3486.The orthometric height was determined by differential leveling
 JV3486.and adjusted by the National Geodetic Survey in June 1991..
 JV3486
 JV3486.The geoid height was determined by GEOID03.
 JV3486
 JV3486.The dynamic height is computed by dividing the NAVD 88
 JV3486.geopotential number by the normal gravity value computed on the
 JV3486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3486.degrees latitude (g = 980.6199 gals.).
 JV3486
 JV3486.The modeled gravity was interpolated from observed gravity values.
 JV3486
 JV3486;                    North         East    Units  Estimated Accuracy
 JV3486;SPC PA S     -    50,890.      599,620.      MT  (+/- 180 meters Scaled)
 JV3486
 JV3486                          SUPERSEDED SURVEY CONTROL
 JV3486
 JV3486  NGVD 29 (??/??/??)  140.243  (m)          460.11   (f) ADJUSTED    2 0
 JV3486
 JV3486.Superseded values are not recommended for survey control.
 JV3486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3486.See file dsdata.txt to determine how the superseded data were derived.
 JV3486
 JV3486_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK641082(NAD 83)
 JV3486_MARKER: DD = SURVEY DISK
 JV3486_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3486_SP_SET: BRIDGE
 JV3486_STAMPING: A-151 1942
 JV3486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3486
 JV3486  HISTORY     - Date     Condition        Report By
 JV3486  HISTORY     - 1942     MONUMENTED       PADH
 JV3486  HISTORY     - 1942     GOOD             CGS
 JV3486
 JV3486                          STATION DESCRIPTION
 JV3486
 JV3486'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3486'1.3 MI W FROM GREENCASTLE.
 JV3486'1.3 MILES WEST ALONG STATE HIGHWAY NO. 16 FROM THE STATION AT
 JV3486'GREENCASTLE, SET IN THE SOUTH CORNER OF THE WEST ABUTMENT OF
 JV3486'THE LARGE CONCRETE BRIDGE OVER THE CONOCOCHEAGUE CREEK, 13.7
 JV3486'FEET SOUTH OF THE CENTER-LINE OF THE HIGHWAY.  A STANDARD
 JV3486'PENNSYLVANIA DEPARTMENT OF HIGHWAYS DISK, STAMPED BY THE U.S.C.
 JV3486'AND G.S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3615 ***********************************************************************
 JV3615  DESIGNATION -  A 151 PADH RESET 1958
 JV3615  PID         -  JV3615
 JV3615  STATE/COUNTY-  PA/FRANKLIN
 JV3615  USGS QUAD   -  WILLIAMSON (1990)
 JV3615
 JV3615                         *CURRENT SURVEY CONTROL
 JV3615  ___________________________________________________________________
 JV3615* NAD 83(1986)-  39 47 29.     (N)    077 45 15.     (W)     SCALED    
 JV3615* NAVD 88     -       140.03   (+/-2cm)     459.4    (feet)  VERTCON   
 JV3615  ___________________________________________________________________
 JV3615  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 JV3615
 JV3615  VERT ORDER  -  THIRD (See Below)
 JV3615
 JV3615.The horizontal coordinates were scaled from a topographic map and have
 JV3615.an estimated accuracy of +/- 6 seconds.
 JV3615
 JV3615.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV3615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV3615.The vertical order pertains to the NGVD 29 superseded value.
 JV3615
 JV3615.The geoid height was determined by GEOID03.
 JV3615
 JV3615;                    North         East    Units  Estimated Accuracy
 JV3615;SPC PA S     -    50,860.      599,640.      MT  (+/- 180 meters Scaled)
 JV3615
 JV3615                          SUPERSEDED SURVEY CONTROL
 JV3615
 JV3615  NGVD 29 (??/??/??)  140.22   (m)          460.0    (f) RESET       3  
 JV3615
 JV3615.Superseded values are not recommended for survey control.
 JV3615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3615.See file dsdata.txt to determine how the superseded data were derived.
 JV3615
 JV3615_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK641082(NAD 83)
 JV3615_MARKER: DD = SURVEY DISK
 JV3615_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3615_SP_SET: BRIDGE
 JV3615_STAMPING: A 151 RESET 1958
 JV3615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3615
 JV3615  HISTORY     - Date     Condition        Report By
 JV3615  HISTORY     - 1958     MONUMENTED       PADH
 JV3615
 JV3615                          STATION DESCRIPTION
 JV3615
 JV3615'DESCRIBED BY PA DEPT OF HIGHWAYS 1958
 JV3615'1.3 MI W FROM GREENCASTLE.
 JV3615'THE MARK IS LOCATED 1.3 MILES WEST, ALONG STATE HIGHWAY NO. 16 FROM
 JV3615'THE STATION AT GREENCASTLE, SET IN THE SOUTH CORNER OF THE WEST
 JV3615'ABUTMENT OF THE LARGE CONCRETE BRIDGE OVER THE CONOCOCHEAGUE CREEK, IT
 JV3615'IS 23 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2362 ***********************************************************************
 KW2362  DESIGNATION -  A 152 PADH
 KW2362  PID         -  KW2362
 KW2362  STATE/COUNTY-  PA/MIFFLIN
 KW2362  USGS QUAD   -  BURNHAM (1973)
 KW2362
 KW2362                         *CURRENT SURVEY CONTROL
 KW2362  ___________________________________________________________________
 KW2362* NAD 83(1986)-  40 42 48.     (N)    077 35 40.     (W)     SCALED    
 KW2362* NAVD 88     -       240.766  (meters)     789.91   (feet)  ADJUSTED  
 KW2362  ___________________________________________________________________
 KW2362  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 KW2362  DYNAMIC HT  -         240.647 (meters)     789.52  (feet)  COMP
 KW2362  MODELED GRAV-     980,128.5   (mgal)                       NAVD 88
 KW2362
 KW2362  VERT ORDER  -  SECOND    CLASS 0
 KW2362
 KW2362.The horizontal coordinates were scaled from a topographic map and have
 KW2362.an estimated accuracy of +/- 6 seconds.
 KW2362
 KW2362.The orthometric height was determined by differential leveling
 KW2362.and adjusted by the National Geodetic Survey in June 1991..
 KW2362
 KW2362.The geoid height was determined by GEOID03.
 KW2362
 KW2362.The dynamic height is computed by dividing the NAVD 88
 KW2362.geopotential number by the normal gravity value computed on the
 KW2362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2362.degrees latitude (g = 980.6199 gals.).
 KW2362
 KW2362.The modeled gravity was interpolated from observed gravity values.
 KW2362
 KW2362;                    North         East    Units  Estimated Accuracy
 KW2362;SPC PA S     -   153,240.      613,140.      MT  (+/- 180 meters Scaled)
 KW2362
 KW2362                          SUPERSEDED SURVEY CONTROL
 KW2362
 KW2362  NGVD 29 (??/??/??)  240.971  (m)          790.59   (f) ADJUSTED    2 0
 KW2362
 KW2362.Superseded values are not recommended for survey control.
 KW2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2362.See file dsdata.txt to determine how the superseded data were derived.
 KW2362
 KW2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL808101(NAD 83)
 KW2362_MARKER: DD = SURVEY DISK
 KW2362_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2362_SP_SET: ABUTMENT
 KW2362_STAMPING: A 152 1941
 KW2362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2362
 KW2362  HISTORY     - Date     Condition        Report By
 KW2362  HISTORY     - 1941     MONUMENTED       PADH
 KW2362  HISTORY     - 1941     GOOD             CGS
 KW2362
 KW2362                          STATION DESCRIPTION
 KW2362
 KW2362'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW2362'4 MI N FROM REEDSVILLE.
 KW2362'ABOUT 4.0 MILES NORTH ALONG U.S. HIGHWAY 322 FROM THE
 KW2362'PENNSYLVANIA RAILROAD STATION AT REEDSVILLE, MIFFLIN COUNTY,
 KW2362'ABOUT 1/2 MILE WEST OF THE PENNSYLVANIA RAILROAD STATION AT
 KW2362'MILROY, AT THE INTERSECTION OF THREE SIDE ROADS, 61 FEET NORTH
 KW2362'OF THE FIRST POLE NORTH OF THE SIDE ROAD LEADING EAST, ABOUT
 KW2362'80 FEET EAST OF A TWO-STORY FARMHOUSE, AT BRIDGE 461-00 OVER
 KW2362'LAUREL CREEK, IN THE TOP OF THE EAST CORNER OF THE SOUTH
 KW2362'ABUTMENT, 0.6 FOOT EAST OF THE SOUTHEAST CONCRETE POST OF THE
 KW2362'GUARD RAIL, AND 22.2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.
 KW2362'A PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD DISK, STAMPED
 KW2362'A 152 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3517 ***********************************************************************
 JV3517  DESIGNATION -  A 152 PADH
 JV3517  PID         -  JV3517
 JV3517  STATE/COUNTY-  PA/FULTON
 JV3517  USGS QUAD   -  MC CONNELLSBURG (1990)
 JV3517
 JV3517                         *CURRENT SURVEY CONTROL
 JV3517  ___________________________________________________________________
 JV3517* NAD 83(1986)-  39 55 31.     (N)    077 59 07.     (W)     SCALED    
 JV3517* NAVD 88     -       302.486  (meters)     992.41   (feet)  ADJUSTED  
 JV3517  ___________________________________________________________________
 JV3517  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JV3517  DYNAMIC HT  -         302.309 (meters)     991.83  (feet)  COMP
 JV3517  MODELED GRAV-     980,034.3   (mgal)                       NAVD 88
 JV3517
 JV3517  VERT ORDER  -  SECOND    CLASS 0
 JV3517
 JV3517.The horizontal coordinates were scaled from a topographic map and have
 JV3517.an estimated accuracy of +/- 6 seconds.
 JV3517
 JV3517.The orthometric height was determined by differential leveling
 JV3517.and adjusted by the National Geodetic Survey in June 1991..
 JV3517
 JV3517.The geoid height was determined by GEOID03.
 JV3517
 JV3517.The dynamic height is computed by dividing the NAVD 88
 JV3517.geopotential number by the normal gravity value computed on the
 JV3517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3517.degrees latitude (g = 980.6199 gals.).
 JV3517
 JV3517.The modeled gravity was interpolated from observed gravity values.
 JV3517
 JV3517;                    North         East    Units  Estimated Accuracy
 JV3517;SPC PA S     -    65,750.      579,890.      MT  (+/- 180 meters Scaled)
 JV3517
 JV3517                          SUPERSEDED SURVEY CONTROL
 JV3517
 JV3517  NGVD 29 (??/??/??)  302.667  (m)          993.00   (f) ADJUSTED    2 0
 JV3517
 JV3517.Superseded values are not recommended for survey control.
 JV3517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3517.See file dsdata.txt to determine how the superseded data were derived.
 JV3517
 JV3517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK448237(NAD 83)
 JV3517_MARKER: DD = SURVEY DISK
 JV3517_SETTING: 0 = UNSPECIFIED SETTING
 JV3517_STAMPING: A 152 1942
 JV3517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV3517
 JV3517  HISTORY     - Date     Condition        Report By
 JV3517  HISTORY     - 1942     MONUMENTED       PADH
 JV3517  HISTORY     - 1942     GOOD             CGS
 JV3517
 JV3517                          STATION DESCRIPTION
 JV3517
 JV3517'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3517'1 MI SE FROM MC CONNELLSBURG.
 JV3517'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY NO. 16 FROM THE FULTON
 JV3517'COUNTY NATIONAL BANK AT MC CONNELLSBURG, 0.1 MILE SOUTHEAST
 JV3517'OF A 2-STORY RED BRICK FARM HOUSE ON THE SOUTHWEST SIDE OF HIGHWAY,
 JV3517'65 FEET NORTHEAST OF THE NORTHEAST GUARD RAIL POST, 19.6 FEET
 JV3517'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT BELOW ROAD
 JV3517'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2301 ***********************************************************************
 KW2301  DESIGNATION -  A 153
 KW2301  PID         -  KW2301
 KW2301  STATE/COUNTY-  PA/MIFFLIN
 KW2301  USGS QUAD   -  BELLEVILLE (1973)
 KW2301
 KW2301                         *CURRENT SURVEY CONTROL
 KW2301  ___________________________________________________________________
 KW2301* NAD 83(1986)-  40 30 48.     (N)    077 42 35.     (W)     SCALED    
 KW2301* NAVD 88     -       158.580  (meters)     520.27   (feet)  ADJUSTED  
 KW2301  ___________________________________________________________________
 KW2301  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 KW2301  DYNAMIC HT  -         158.501 (meters)     520.02  (feet)  COMP
 KW2301  MODELED GRAV-     980,122.2   (mgal)                       NAVD 88
 KW2301
 KW2301  VERT ORDER  -  FIRST     CLASS I
 KW2301
 KW2301.The horizontal coordinates were scaled from a topographic map and have
 KW2301.an estimated accuracy of +/- 6 seconds.
 KW2301
 KW2301.The orthometric height was determined by differential leveling
 KW2301.and adjusted by the National Geodetic Survey in June 1991..
 KW2301
 KW2301.The geoid height was determined by GEOID03.
 KW2301
 KW2301.The dynamic height is computed by dividing the NAVD 88
 KW2301.geopotential number by the normal gravity value computed on the
 KW2301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2301.degrees latitude (g = 980.6199 gals.).
 KW2301
 KW2301.The modeled gravity was interpolated from observed gravity values.
 KW2301
 KW2301;                    North         East    Units  Estimated Accuracy
 KW2301;SPC PA S     -   131,020.      603,410.      MT  (+/- 180 meters Scaled)
 KW2301
 KW2301                          SUPERSEDED SURVEY CONTROL
 KW2301
 KW2301  NGVD 29 (??/??/??)  158.785  (m)          520.95   (f) ADJUSTED    1 1
 KW2301
 KW2301.Superseded values are not recommended for survey control.
 KW2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2301.See file dsdata.txt to determine how the superseded data were derived.
 KW2301
 KW2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK704882(NAD 83)
 KW2301_MARKER: DB = BENCH MARK DISK
 KW2301_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2301_SP_SET: CULVERT
 KW2301_STAMPING: A 153 1941
 KW2301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2301
 KW2301  HISTORY     - Date     Condition        Report By
 KW2301  HISTORY     - 1941     MONUMENTED       CGS
 KW2301  HISTORY     - 1966     GOOD             CGS
 KW2301
 KW2301                          STATION DESCRIPTION
 KW2301
 KW2301'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2301'1.6 MI NE FROM MC VEYTOWN.
 KW2301'ABOUT 1.6 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM A
 KW2301'CROSSING OF THE RAILROAD AND A PAVED ROAD AT MC VEYTOWN, 16
 KW2301'RAILS NORTHEAST OF MILEPOST 176, 41 FEET EAST OF THE 13TH
 KW2301'TELEPHONE POLE NORTHEAST OF A CROSSING OF THE RAILROAD AND A
 KW2301'ROAD, 28 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST
 KW2301'SET OF TRACKS, SET IN THE TOP OF THE SOUTHWEST END OF THE
 KW2301'SOUTHEAST CONCRETE HEAD WALL OF A CONCRETE CULVERT, ABOUT 8
 KW2301'FEET BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1882 ***********************************************************************
 KW1882  DESIGNATION -  A 153 PADH
 KW1882  PID         -  KW1882
 KW1882  STATE/COUNTY-  PA/PERRY
 KW1882  USGS QUAD   -  SHERMANS DALE (1984)
 KW1882
 KW1882                         *CURRENT SURVEY CONTROL
 KW1882  ___________________________________________________________________
 KW1882* NAD 83(1986)-  40 21 06.     (N)    077 12 38.     (W)     SCALED    
 KW1882* NAVD 88     -       141.001  (meters)     462.60   (feet)  ADJUSTED  
 KW1882  ___________________________________________________________________
 KW1882  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 KW1882  DYNAMIC HT  -         140.932 (meters)     462.37  (feet)  COMP
 KW1882  MODELED GRAV-     980,134.9   (mgal)                       NAVD 88
 KW1882
 KW1882  VERT ORDER  -  SECOND    CLASS 0
 KW1882
 KW1882.The horizontal coordinates were scaled from a topographic map and have
 KW1882.an estimated accuracy of +/- 6 seconds.
 KW1882
 KW1882.The orthometric height was determined by differential leveling
 KW1882.and adjusted by the National Geodetic Survey in June 1991..
 KW1882
 KW1882.The geoid height was determined by GEOID03.
 KW1882
 KW1882.The dynamic height is computed by dividing the NAVD 88
 KW1882.geopotential number by the normal gravity value computed on the
 KW1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1882.degrees latitude (g = 980.6199 gals.).
 KW1882
 KW1882.The modeled gravity was interpolated from observed gravity values.
 KW1882
 KW1882;                    North         East    Units  Estimated Accuracy
 KW1882;SPC PA S     -   113,210.      645,830.      MT  (+/- 180 meters Scaled)
 KW1882
 KW1882                          SUPERSEDED SURVEY CONTROL
 KW1882
 KW1882  NGVD 29 (??/??/??)  141.222  (m)          463.33   (f) ADJUSTED    2 0
 KW1882
 KW1882.Superseded values are not recommended for survey control.
 KW1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1882.See file dsdata.txt to determine how the superseded data were derived.
 KW1882
 KW1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK122691(NAD 83)
 KW1882_MARKER: DD = SURVEY DISK
 KW1882_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1882_SP_SET: ABUTMENT
 KW1882_STAMPING: A 153 1942
 KW1882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW1882+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2006
 KW1882
 KW1882  HISTORY     - Date     Condition        Report By
 KW1882  HISTORY     - 1942     MONUMENTED       PADH
 KW1882  HISTORY     - 1942     GOOD             CGS
 KW1882  HISTORY     - 1953     GOOD             CGS
 KW1882  HISTORY     - 20060503 GOOD             GEOCAC
 KW1882
 KW1882                          STATION DESCRIPTION
 KW1882
 KW1882'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1882'3 MI NW FROM SHERMANSDALE.
 KW1882'1.9 MILES NORTHWEST ALONG STATE HIGHWAY NO. 34 FROM THE POST
 KW1882'OFFICE AT SHERMANSDALE, THENCE 1.1 MILES WEST ALONG STATE HIGHWAY
 KW1882'NO. 850, SET IN THE NORTH CORNER OF THE EAST ABUTMENT OF THE
 KW1882'CONCRETE BRIDGE PAINTED 289 + 29, 13.4 FEET NORTH OF THE
 KW1882'CENTER-LINE OF THE HIGHWAY.  A STANDARD PENNSYLVANIA DEPARTMENT
 KW1882'OF HIGHWAYS DISK.  STAMPED BY THE U.S.C. AND G.S.
 KW1882
 KW1882                          STATION RECOVERY (1953)
 KW1882
 KW1882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 KW1882'RECOVERED IN GOOD CONDITION.
 KW1882
 KW1882                          STATION RECOVERY (2006)
 KW1882
 KW1882'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW1882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1890 ***********************************************************************
 KW1890  DESIGNATION -  A 154 PADH
 KW1890  PID         -  KW1890
 KW1890  STATE/COUNTY-  PA/CUMBERLAND
 KW1890  USGS QUAD   -  SHERMANS DALE (1984)
 KW1890
 KW1890                         *CURRENT SURVEY CONTROL
 KW1890  ___________________________________________________________________
 KW1890* NAD 83(1986)-  40 16 44.     (N)    077 09 06.     (W)     SCALED    
 KW1890* NAVD 88     -       140.805  (meters)     461.96   (feet)  ADJUSTED  
 KW1890  ___________________________________________________________________
 KW1890  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KW1890  DYNAMIC HT  -         140.734 (meters)     461.72  (feet)  COMP
 KW1890  MODELED GRAV-     980,117.6   (mgal)                       NAVD 88
 KW1890
 KW1890  VERT ORDER  -  SECOND    CLASS 0
 KW1890
 KW1890.The horizontal coordinates were scaled from a topographic map and have
 KW1890.an estimated accuracy of +/- 6 seconds.
 KW1890
 KW1890.The orthometric height was determined by differential leveling
 KW1890.and adjusted by the National Geodetic Survey in June 1991..
 KW1890
 KW1890.The geoid height was determined by GEOID03.
 KW1890
 KW1890.The dynamic height is computed by dividing the NAVD 88
 KW1890.geopotential number by the normal gravity value computed on the
 KW1890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1890.degrees latitude (g = 980.6199 gals.).
 KW1890
 KW1890.The modeled gravity was interpolated from observed gravity values.
 KW1890
 KW1890;                    North         East    Units  Estimated Accuracy
 KW1890;SPC PA S     -   105,160.      650,880.      MT  (+/- 180 meters Scaled)
 KW1890
 KW1890                          SUPERSEDED SURVEY CONTROL
 KW1890
 KW1890  NGVD 29 (??/??/??)  141.021  (m)          462.67   (f) ADJUSTED    2 0
 KW1890
 KW1890.Superseded values are not recommended for survey control.
 KW1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1890.See file dsdata.txt to determine how the superseded data were derived.
 KW1890
 KW1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK170609(NAD 83)
 KW1890_MARKER: DD = SURVEY DISK
 KW1890_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1890_SP_SET: ABUTMENT
 KW1890_STAMPING: A 154 1942
 KW1890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1890
 KW1890  HISTORY     - Date     Condition        Report By
 KW1890  HISTORY     - 1942     MONUMENTED       PADH
 KW1890  HISTORY     - 1942     GOOD             CGS
 KW1890  HISTORY     - 20060805 MARK NOT FOUND   GEOCAC
 KW1890
 KW1890                          STATION DESCRIPTION
 KW1890
 KW1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1890'6.4 MI NE FROM CARLISLE.
 KW1890'6.4 MILES NORTHEAST ALONG STATE HIGHWAY NO. 34 FROM THE POST
 KW1890'OFFICE AT CARLISLE, SET IN THE SOUTHEAST CORNER OF THE SOUTHWEST
 KW1890'ABUTMENT OF BRIDGE NO. 299, 13.7 FEET SOUTHEAST OF THE CENTER-LINE
 KW1890'OF THE HIGHWAY.  A STANDARD PENNSYLVANIA DEPARTMENT OF HIGHWAYS
 KW1890'DISK.  STAMPED BY THE U.S.C. AND G.S.
 KW1890
 KW1890                          STATION RECOVERY (2006)
 KW1890
 KW1890'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW1890'ABUTMENTS HAVE BEEN BUILT UP. MARK MAY BE COVERED BY NEW CONSTRUCTION.
 KW1890' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0929 ***********************************************************************
 KW0929  DESIGNATION -  A 155
 KW0929  PID         -  KW0929
 KW0929  STATE/COUNTY-  PA/CUMBERLAND
 KW0929  USGS QUAD   -  LEMOYNE (1987)
 KW0929
 KW0929                         *CURRENT SURVEY CONTROL
 KW0929  ___________________________________________________________________
 KW0929* NAD 83(1986)-  40 14 32.     (N)    076 53 22.     (W)     SCALED    
 KW0929* NAVD 88     -       118.185  (meters)     387.75   (feet)  ADJUSTED  
 KW0929  ___________________________________________________________________
 KW0929  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KW0929  DYNAMIC HT  -         118.126 (meters)     387.55  (feet)  COMP
 KW0929  MODELED GRAV-     980,120.0   (mgal)                       NAVD 88
 KW0929
 KW0929  VERT ORDER  -  FIRST     CLASS II
 KW0929
 KW0929.The horizontal coordinates were scaled from a topographic map and have
 KW0929.an estimated accuracy of +/- 6 seconds.
 KW0929
 KW0929.The orthometric height was determined by differential leveling
 KW0929.and adjusted by the National Geodetic Survey in June 1991..
 KW0929
 KW0929.The geoid height was determined by GEOID03.
 KW0929
 KW0929.The dynamic height is computed by dividing the NAVD 88
 KW0929.geopotential number by the normal gravity value computed on the
 KW0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0929.degrees latitude (g = 980.6199 gals.).
 KW0929
 KW0929.The modeled gravity was interpolated from observed gravity values.
 KW0929
 KW0929;                    North         East    Units  Estimated Accuracy
 KW0929;SPC PA S     -   101,280.      673,220.      MT  (+/- 180 meters Scaled)
 KW0929
 KW0929                          SUPERSEDED SURVEY CONTROL
 KW0929
 KW0929  NGVD 29 (??/??/??)  118.394  (m)          388.43   (f) ADJUSTED    1 2
 KW0929
 KW0929.Superseded values are not recommended for survey control.
 KW0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0929.See file dsdata.txt to determine how the superseded data were derived.
 KW0929
 KW0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK392563(NAD 83)
 KW0929_MARKER: DB = BENCH MARK DISK
 KW0929_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0929_SP_SET: ABUTMENT
 KW0929_STAMPING: A 155 1942
 KW0929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0929_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0929+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2005
 KW0929
 KW0929  HISTORY     - Date     Condition        Report By
 KW0929  HISTORY     - 1942     MONUMENTED       CGS
 KW0929  HISTORY     - 1961     GOOD             CGS
 KW0929  HISTORY     - 19950311 GOOD             USPSQD
 KW0929  HISTORY     - 20000131 GOOD             PADT
 KW0929  HISTORY     - 20050925 GOOD             GEOCAC
 KW0929
 KW0929                          STATION DESCRIPTION
 KW0929
 KW0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KW0929'AT LEMOYNE.
 KW0929'AT LEMOYNE, CUMBERLAND COUTNY, 1.1 MILES EAST ALONG THE READING
 KW0929'CO. RAILROAD FROM THE STATION AT CAMP HILL, AT A LARGE CONCRETE
 KW0929'OVERPASS OF U.S. HIGHWAY 111, IN THE SOUTH FACE OF THE NORTH
 KW0929'ABUTMENT, 27.9 FEET EAST OF THE SOUTHWEST CORNER, 25.6 FEET WEST
 KW0929'OF THE SOUTHEAST CORNER, 21.9 FEET NORTH OF THE NORTHERNMOST
 KW0929'RAIL, AND 4.8 FEET HIGHER THAN THE GROUND.  A STANDARD DISK
 KW0929'SET VERTICALLY.
 KW0929
 KW0929                          STATION RECOVERY (1995)
 KW0929
 KW0929'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW0929'RECOVERED IN GOOD CONDITION.
 KW0929
 KW0929                          STATION RECOVERY (2000)
 KW0929
 KW0929'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 KW0929'RECOVERED IN GOOD CONDITION.
 KW0929
 KW0929                          STATION RECOVERY (2005)
 KW0929
 KW0929'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3373 ***********************************************************************
 JV3373  DESIGNATION -  A 156 PADH
 JV3373  PID         -  JV3373
 JV3373  STATE/COUNTY-  PA/FRANKLIN
 JV3373  USGS QUAD   -  SMITHSBURG (1994)
 JV3373
 JV3373                         *CURRENT SURVEY CONTROL
 JV3373  ___________________________________________________________________
 JV3373* NAD 83(1986)-  39 43 27.     (N)    077 36 18.     (W)     SCALED    
 JV3373* NAVD 88     -       171.227  (meters)     561.77   (feet)  ADJUSTED  
 JV3373  ___________________________________________________________________
 JV3373  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JV3373  DYNAMIC HT  -         171.128 (meters)     561.44  (feet)  COMP
 JV3373  MODELED GRAV-     980,044.2   (mgal)                       NAVD 88
 JV3373
 JV3373  VERT ORDER  -  SECOND    CLASS 0
 JV3373
 JV3373.The horizontal coordinates were scaled from a topographic map and have
 JV3373.an estimated accuracy of +/- 6 seconds.
 JV3373
 JV3373.The orthometric height was determined by differential leveling
 JV3373.and adjusted by the National Geodetic Survey in June 1991..
 JV3373
 JV3373.The geoid height was determined by GEOID03.
 JV3373
 JV3373.The dynamic height is computed by dividing the NAVD 88
 JV3373.geopotential number by the normal gravity value computed on the
 JV3373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3373.degrees latitude (g = 980.6199 gals.).
 JV3373
 JV3373.The modeled gravity was interpolated from observed gravity values.
 JV3373
 JV3373;                    North         East    Units  Estimated Accuracy
 JV3373;SPC PA S     -    43,410.      612,430.      MT  (+/- 180 meters Scaled)
 JV3373
 JV3373                          SUPERSEDED SURVEY CONTROL
 JV3373
 JV3373  NGVD 29 (??/??/??)  171.412  (m)          562.37   (f) ADJUSTED    2 0
 JV3373
 JV3373.Superseded values are not recommended for survey control.
 JV3373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3373.See file dsdata.txt to determine how the superseded data were derived.
 JV3373
 JV3373_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK767003(NAD 83)
 JV3373_MARKER: DD = SURVEY DISK
 JV3373_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3373_SP_SET: BRIDGE
 JV3373_STAMPING: A 156 1942
 JV3373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3373
 JV3373  HISTORY     - Date     Condition        Report By
 JV3373  HISTORY     - 1942     MONUMENTED       PADH
 JV3373  HISTORY     - 1942     GOOD             CGS
 JV3373
 JV3373                          STATION DESCRIPTION
 JV3373
 JV3373'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3373'3.2 MI SW FROM WAYNESBORO.
 JV3373'3.2 MILES SOUTHWEST ALONG STATE HIGHWAY 316 FROM THE POST OFFICE
 JV3373'AT WAYNESBORO, FRANKLIN COUNTY, AT THE INTERSECTION OF THE
 JV3373'HIGHWAY AND A GRAVEL ROAD LEADING EAST, AND IN THE TOP OF THE
 JV3373'SOUTHEAST WINGWALL OF A CONCRETE BRIDGE OVER THE EAST BRANCH
 JV3373'OF LITTLE ANTIETAM CREEK.  A PENNSYLVANIA STATE HIGHWAY DEPARTMENT
 JV3373'STANDARD DISK, STAMPED A 156 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2008 ***********************************************************************
 JV2008  DESIGNATION -  A 157
 JV2008  PID         -  JV2008
 JV2008  STATE/COUNTY-  PA/FRANKLIN
 JV2008  USGS QUAD   -  IRON SPRINGS (1990)
 JV2008
 JV2008                         *CURRENT SURVEY CONTROL
 JV2008  ___________________________________________________________________
 JV2008* NAD 83(1986)-  39 50 28.     (N)    077 28 09.     (W)     SCALED    
 JV2008* NAVD 88     -       501.893  (meters)    1646.63   (feet)  ADJUSTED  
 JV2008  ___________________________________________________________________
 JV2008  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JV2008  DYNAMIC HT  -         501.585 (meters)    1645.62  (feet)  COMP
 JV2008  MODELED GRAV-     979,996.6   (mgal)                       NAVD 88
 JV2008
 JV2008  VERT ORDER  -  SECOND    CLASS 0
 JV2008
 JV2008.The horizontal coordinates were scaled from a topographic map and have
 JV2008.an estimated accuracy of +/- 6 seconds.
 JV2008
 JV2008.The orthometric height was determined by differential leveling
 JV2008.and adjusted by the National Geodetic Survey in June 1991..
 JV2008
 JV2008.The geoid height was determined by GEOID03.
 JV2008
 JV2008.The dynamic height is computed by dividing the NAVD 88
 JV2008.geopotential number by the normal gravity value computed on the
 JV2008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2008.degrees latitude (g = 980.6199 gals.).
 JV2008
 JV2008.The modeled gravity was interpolated from observed gravity values.
 JV2008
 JV2008;                    North         East    Units  Estimated Accuracy
 JV2008;SPC PA S     -    56,420.      624,040.      MT  (+/- 180 meters Scaled)
 JV2008
 JV2008                          SUPERSEDED SURVEY CONTROL
 JV2008
 JV2008  NGVD 29 (??/??/??)  502.055  (m)         1647.16   (f) ADJUSTED    2 0
 JV2008
 JV2008.Superseded values are not recommended for survey control.
 JV2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2008.See file dsdata.txt to determine how the superseded data were derived.
 JV2008
 JV2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK887130(NAD 83)
 JV2008_MARKER: DB = BENCH MARK DISK
 JV2008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV2008_SP_SET: CULVERT
 JV2008_STAMPING: A 157 1942
 JV2008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV2008
 JV2008  HISTORY     - Date     Condition        Report By
 JV2008  HISTORY     - 1942     MONUMENTED       CGS
 JV2008
 JV2008                          STATION DESCRIPTION
 JV2008
 JV2008'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV2008'1.5 MI E FROM SOUTH MOUNTAIN.
 JV2008'1.5 MILES EAST ALONG ROAD 28022 FROM THE POST OFFICE AT SOUTH
 JV2008'MOUNTAIN, FRANKLIN COUNTY, 91 FEET NORTHWEST OF THE INTERSECTION
 JV2008'OF ROAD 28022 AND A BLACK TOP ROAD LEADING NORTHEAST, IN THE
 JV2008'NORTHEAST HEADWALL OF AN 18-INCH PIPE CULVERT, 17 FEET NORTHEAST
 JV2008'OF THE CENTERLINE OF ROAD 28022, AND 1.7 FEET SOUTHEAST OF THE
 JV2008'NORTHWEST END OF THE HEAD WALL.  A STANDARD DISK, STAMPED A 157
 JV2008'1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3405 ***********************************************************************
 JV3405  DESIGNATION -  A 158
 JV3405  PID         -  JV3405
 JV3405  STATE/COUNTY-  PA/FRANKLIN
 JV3405  USGS QUAD   -  GREENCASTLE (1990)
 JV3405
 JV3405                         *CURRENT SURVEY CONTROL
 JV3405  ___________________________________________________________________
 JV3405* NAD 83(1986)-  39 52 18.     (N)    077 38 06.     (W)     SCALED    
 JV3405* NAVD 88     -       235.207  (meters)     771.67   (feet)  ADJUSTED  
 JV3405  ___________________________________________________________________
 JV3405  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 JV3405  DYNAMIC HT  -         235.071 (meters)     771.23  (feet)  COMP
 JV3405  MODELED GRAV-     980,042.3   (mgal)                       NAVD 88
 JV3405
 JV3405  VERT ORDER  -  SECOND    CLASS 0
 JV3405
 JV3405.The horizontal coordinates were scaled from a topographic map and have
 JV3405.an estimated accuracy of +/- 6 seconds.
 JV3405
 JV3405.The orthometric height was determined by differential leveling
 JV3405.and adjusted by the National Geodetic Survey in June 1991..
 JV3405
 JV3405.The geoid height was determined by GEOID03.
 JV3405
 JV3405.The dynamic height is computed by dividing the NAVD 88
 JV3405.geopotential number by the normal gravity value computed on the
 JV3405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3405.degrees latitude (g = 980.6199 gals.).
 JV3405
 JV3405.The modeled gravity was interpolated from observed gravity values.
 JV3405
 JV3405;                    North         East    Units  Estimated Accuracy
 JV3405;SPC PA S     -    59,780.      609,840.      MT  (+/- 180 meters Scaled)
 JV3405
 JV3405                          SUPERSEDED SURVEY CONTROL
 JV3405
 JV3405  NGVD 29 (??/??/??)  235.385  (m)          772.26   (f) ADJUSTED    2 0
 JV3405
 JV3405.Superseded values are not recommended for survey control.
 JV3405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3405.See file dsdata.txt to determine how the superseded data were derived.
 JV3405
 JV3405_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK746168(NAD 83)
 JV3405_MARKER: DB = BENCH MARK DISK
 JV3405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV3405_SP_SET: CULVERT
 JV3405_STAMPING: A 158 1942
 JV3405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV3405
 JV3405  HISTORY     - Date     Condition        Report By
 JV3405  HISTORY     - 1942     MONUMENTED       CGS
 JV3405
 JV3405                          STATION DESCRIPTION
 JV3405
 JV3405'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3405'5.5 MI SE FROM CHAMBERSBURG.
 JV3405'5.5 MILES SOUTHEAST ALONG STATE HIGHWAY 316 FROM THE POST
 JV3405'OFFICE AT CHAMBERSBURG, FRANKLIN COUNTY, AT THE INTERSECTION OF
 JV3405'THE HIGHWAY AND A COUNTRY ROAD LEADING WEST, IN THE WEST HEADWALL
 JV3405'OF AN 18-INCH PIPE CULVERT, 54 FEET SOUTH OF THE CENTERLINE OF
 JV3405'THE COUNTRY ROAD, 40.4 FEET SOUTH OF TELEPHONE POLE CP 3223,
 JV3405'AND 17 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 JV3405'DISK, STAMPED A 158 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2035 ***********************************************************************
 JV2035  DESIGNATION -  A 159
 JV2035  PID         -  JV2035
 JV2035  STATE/COUNTY-  PA/ADAMS
 JV2035  USGS QUAD   -  ARENDTSVILLE (1990)
 JV2035
 JV2035                         *CURRENT SURVEY CONTROL
 JV2035  ___________________________________________________________________
 JV2035* NAD 83(1986)-  39 55 12.     (N)    077 18 27.     (W)     SCALED    
 JV2035* NAVD 88     -       245.632  (meters)     805.88   (feet)  ADJUSTED  
 JV2035  ___________________________________________________________________
 JV2035  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JV2035  DYNAMIC HT  -         245.496 (meters)     805.43  (feet)  COMP
 JV2035  MODELED GRAV-     980,065.6   (mgal)                       NAVD 88
 JV2035
 JV2035  VERT ORDER  -  SECOND    CLASS 0
 JV2035
 JV2035.The horizontal coordinates were scaled from a topographic map and have
 JV2035.an estimated accuracy of +/- 6 seconds.
 JV2035
 JV2035.The orthometric height was determined by differential leveling
 JV2035.and adjusted by the National Geodetic Survey in June 1991..
 JV2035
 JV2035.The geoid height was determined by GEOID03.
 JV2035
 JV2035.The dynamic height is computed by dividing the NAVD 88
 JV2035.geopotential number by the normal gravity value computed on the
 JV2035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2035.degrees latitude (g = 980.6199 gals.).
 JV2035
 JV2035.The modeled gravity was interpolated from observed gravity values.
 JV2035
 JV2035;                    North         East    Units  Estimated Accuracy
 JV2035;SPC PA S     -    65,240.      637,830.      MT  (+/- 180 meters Scaled)
 JV2035
 JV2035                          SUPERSEDED SURVEY CONTROL
 JV2035
 JV2035  NGVD 29 (??/??/??)  245.815  (m)          806.48   (f) ADJUSTED    2 0
 JV2035
 JV2035.Superseded values are not recommended for survey control.
 JV2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2035.See file dsdata.txt to determine how the superseded data were derived.
 JV2035
 JV2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK027214(NAD 83)
 JV2035_MARKER: DB = BENCH MARK DISK
 JV2035_SETTING: 80 = SET IN A BOULDER
 JV2035_SP_SET: BOULDER
 JV2035_STAMPING: A 159 1942
 JV2035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV2035+STABILITY: SURFACE MOTION
 JV2035
 JV2035  HISTORY     - Date     Condition        Report By
 JV2035  HISTORY     - 1942     MONUMENTED       CGS
 JV2035  HISTORY     - 19900430 MARK NOT FOUND   USGS
 JV2035
 JV2035                          STATION DESCRIPTION
 JV2035
 JV2035'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV2035'0.6 MI W FROM ARENDTSVILLE.
 JV2035'0.6 MILE WEST ALONG DIRT ROAD 01071 FROM THE POST OFFICE AT
 JV2035'ARENDTSVILLE, ADAMS COUNTY, AT THE INTERSECTION OF DIRT ROAD
 JV2035'01071 AND DIRT ROAD 01075, 29 FEET NORTH OF THE ROAD INTERSECTION,
 JV2035'22 FEET NORTHWEST OF THE CENTERLINE OF ROAD 01075, 43 FEET
 JV2035'NORTHEAST OF A TELEPHONE POLE, AND IN THE TOP OF AN OUTCROPPING
 JV2035'BOULDER.  A STANDARD DISK, STAMPED A 159 1942.
 JV2035
 JV2035                          STATION RECOVERY (1990)
 JV2035
 JV2035'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (CDL)
 JV2035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1202 ***********************************************************************
 LZ1202  DESIGNATION -  A 16
 LZ1202  PID         -  LZ1202
 LZ1202  STATE/COUNTY-  PA/CLINTON
 LZ1202  USGS QUAD   -  BEECH CREEK (1973)
 LZ1202
 LZ1202                         *CURRENT SURVEY CONTROL
 LZ1202  ___________________________________________________________________
 LZ1202* NAD 83(1986)-  41 04 27.     (N)    077 33 16.     (W)     SCALED    
 LZ1202* NAVD 88     -       189.147  (meters)     620.56   (feet)  ADJUSTED  
 LZ1202  ___________________________________________________________________
 LZ1202  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 LZ1202  DYNAMIC HT  -         189.060 (meters)     620.27  (feet)  COMP
 LZ1202  MODELED GRAV-     980,161.2   (mgal)                       NAVD 88
 LZ1202
 LZ1202  VERT ORDER  -  FIRST     CLASS II
 LZ1202
 LZ1202.The horizontal coordinates were scaled from a topographic map and have
 LZ1202.an estimated accuracy of +/- 6 seconds.
 LZ1202
 LZ1202.The orthometric height was determined by differential leveling
 LZ1202.and adjusted by the National Geodetic Survey in June 1991..
 LZ1202
 LZ1202.The geoid height was determined by GEOID03.
 LZ1202
 LZ1202.The dynamic height is computed by dividing the NAVD 88
 LZ1202.geopotential number by the normal gravity value computed on the
 LZ1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1202.degrees latitude (g = 980.6199 gals.).
 LZ1202
 LZ1202.The modeled gravity was interpolated from observed gravity values.
 LZ1202
 LZ1202;                    North         East    Units  Estimated Accuracy
 LZ1202;SPC PA N     -   100,800.      616,430.      MT  (+/- 180 meters Scaled)
 LZ1202
 LZ1202                          SUPERSEDED SURVEY CONTROL
 LZ1202
 LZ1202  NGVD 29 (??/??/92)  189.365  (m)          621.27   (f) ADJ UNCH    1 2
 LZ1202
 LZ1202.Superseded values are not recommended for survey control.
 LZ1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1202.See file dsdata.txt to determine how the superseded data were derived.
 LZ1202
 LZ1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL853501(NAD 83)
 LZ1202_MARKER: DB = BENCH MARK DISK
 LZ1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1202_STAMPING: A 16 1934
 LZ1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1202+STABILITY: SURFACE MOTION
 LZ1202
 LZ1202  HISTORY     - Date     Condition        Report By
 LZ1202  HISTORY     - 1934     MONUMENTED       CGS
 LZ1202  HISTORY     - 1960     MARK NOT FOUND   NGS
 LZ1202
 LZ1202                          STATION DESCRIPTION
 LZ1202
 LZ1202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LZ1202'4.8 MI SW FROM MILL HALL.
 LZ1202'4.8 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM MILL
 LZ1202'HALL, CLINTON COUNTY, AT MILEAGE POST 46.7, 7 RAILS NORTHEAST
 LZ1202'OF BANJO SIGNAL TOWER, 46.7, 30 FEET NORTH OF THE NORTH RAIL, AND
 LZ1202'15 FEET SOUTH OF THE PROPERTY-LINE FENCE.  A STANDARD DISK,
 LZ1202'STAMPED A 16 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LZ1202'NOTE-- TRACK MEN FOR THE RAILROAD WERE TALKED TO AND THEY SAID
 LZ1202'THAT THE MILE POSTS HAVE BEEN MOVED AND THAT THEY DONT KNOW WHAT
 LZ1202'A BANJO SWITCH IS, MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1623 ***********************************************************************
 JV1623  DESIGNATION -  A 160
 JV1623  PID         -  JV1623
 JV1623  STATE/COUNTY-  PA/YORK
 JV1623  USGS QUAD   -  WEST YORK (1973)
 JV1623
 JV1623                         *CURRENT SURVEY CONTROL
 JV1623  ___________________________________________________________________
 JV1623* NAD 83(1986)-  39 53 34.     (N)    076 51 27.     (W)     SCALED    
 JV1623* NAVD 88     -       149.910  (meters)     491.83   (feet)  ADJUSTED  
 JV1623  ___________________________________________________________________
 JV1623  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JV1623  DYNAMIC HT  -         149.832 (meters)     491.57  (feet)  COMP
 JV1623  MODELED GRAV-     980,107.0   (mgal)                       NAVD 88
 JV1623
 JV1623  VERT ORDER  -  SECOND    CLASS 0
 JV1623
 JV1623.The horizontal coordinates were scaled from a topographic map and have
 JV1623.an estimated accuracy of +/- 6 seconds.
 JV1623
 JV1623.The orthometric height was determined by differential leveling
 JV1623.and adjusted by the National Geodetic Survey in June 1991..
 JV1623
 JV1623.The geoid height was determined by GEOID03.
 JV1623
 JV1623.The dynamic height is computed by dividing the NAVD 88
 JV1623.geopotential number by the normal gravity value computed on the
 JV1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1623.degrees latitude (g = 980.6199 gals.).
 JV1623
 JV1623.The modeled gravity was interpolated from observed gravity values.
 JV1623
 JV1623;                    North         East    Units  Estimated Accuracy
 JV1623;SPC PA S     -    62,500.      676,330.      MT  (+/- 180 meters Scaled)
 JV1623
 JV1623                          SUPERSEDED SURVEY CONTROL
 JV1623
 JV1623  NGVD 29 (??/??/??)  150.140  (m)          492.58   (f) ADJUSTED    2 0
 JV1623
 JV1623.Superseded values are not recommended for survey control.
 JV1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1623.See file dsdata.txt to determine how the superseded data were derived.
 JV1623
 JV1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK411175(NAD 83)
 JV1623_MARKER: DB = BENCH MARK DISK
 JV1623_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV1623_SP_SET: CONCRETE BASE
 JV1623_STAMPING: A-160 1942
 JV1623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV1623
 JV1623  HISTORY     - Date     Condition        Report By
 JV1623  HISTORY     - 1942     MONUMENTED       CGS
 JV1623
 JV1623                          STATION DESCRIPTION
 JV1623
 JV1623'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1623'1.2 MI N FROM SPRING GROVE.
 JV1623'1.2 MILES NORTH ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 JV1623'STATION AT SPRING GROVE, AT THE CROSSING OF HIGHWAY NO. 116, 16
 JV1623'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 9.0 FEET EAST
 JV1623'OF THE CENTER LINE OF THE TRACKS, A STANDARD DISK SET IN THE
 JV1623'CONCRETE BASE OF A CROSSING SIGNAL TOWER.  A STANDARD DISK SET
 JV1623'IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2084 ***********************************************************************
 JV2084  DESIGNATION -  A 162
 JV2084  PID         -  JV2084
 JV2084  STATE/COUNTY-  PA/ADAMS
 JV2084  USGS QUAD   -  HAMPTON (1990)
 JV2084
 JV2084                         *CURRENT SURVEY CONTROL
 JV2084  ___________________________________________________________________
 JV2084* NAD 83(1986)-  39 56 08.     (N)    077 02 38.     (W)     SCALED    
 JV2084* NAVD 88     -       156.380  (meters)     513.06   (feet)  ADJUSTED  
 JV2084  ___________________________________________________________________
 JV2084  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JV2084  DYNAMIC HT  -         156.297 (meters)     512.78  (feet)  COMP
 JV2084  MODELED GRAV-     980,090.2   (mgal)                       NAVD 88
 JV2084
 JV2084  VERT ORDER  -  SECOND    CLASS 0
 JV2084
 JV2084.The horizontal coordinates were scaled from a topographic map and have
 JV2084.an estimated accuracy of +/- 6 seconds.
 JV2084
 JV2084.The orthometric height was determined by differential leveling
 JV2084.and adjusted by the National Geodetic Survey in June 1991..
 JV2084
 JV2084.The geoid height was determined by GEOID03.
 JV2084
 JV2084.The dynamic height is computed by dividing the NAVD 88
 JV2084.geopotential number by the normal gravity value computed on the
 JV2084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2084.degrees latitude (g = 980.6199 gals.).
 JV2084
 JV2084.The modeled gravity was interpolated from observed gravity values.
 JV2084
 JV2084;                    North         East    Units  Estimated Accuracy
 JV2084;SPC PA S     -    67,110.      660,350.      MT  (+/- 180 meters Scaled)
 JV2084
 JV2084                          SUPERSEDED SURVEY CONTROL
 JV2084
 JV2084  NGVD 29 (??/??/??)  156.587  (m)          513.74   (f) ADJUSTED    2 0
 JV2084
 JV2084.Superseded values are not recommended for survey control.
 JV2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2084.See file dsdata.txt to determine how the superseded data were derived.
 JV2084
 JV2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK253226(NAD 83)
 JV2084_MARKER: DB = BENCH MARK DISK
 JV2084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV2084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV2084_STAMPING: A 162 1942
 JV2084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV2084+STABILITY: SURFACE MOTION
 JV2084
 JV2084  HISTORY     - Date     Condition        Report By
 JV2084  HISTORY     - 1942     MONUMENTED       CGS
 JV2084  HISTORY     - 19900730 MARK NOT FOUND   USGS
 JV2084
 JV2084                          STATION DESCRIPTION
 JV2084
 JV2084'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV2084'3.4 MI W FROM EAST BERLIN.
 JV2084'ABOUT 3.4 MILES WEST ALONG HIGHWAY NO. 234 FROM THE POST-OFFICE
 JV2084'AT EAST BERLIN, ABOUT 250 FT. NORTH OF A LARGE 2-STORY FRAME
 JV2084'HOUSE, 190 FT. WEST OF A FARM ENTRANCE, 23 FT. SOUTH-WEST OF
 JV2084'THE CENTER LINE OF HIGHWAY NO. 234, 4.5 FT. SOUTH-WEST OF A FENCE
 JV2084'CORNER, 1.0 FT. NORTH OF A WHITE POST STENCILED U.S.B.M., A
 JV2084'STANDARD DISK SET IN A CONCRETE POST IN THE NORTH-EAST CORNER
 JV2084'OF A PASTURE.
 JV2084
 JV2084                          STATION RECOVERY (1990)
 JV2084
 JV2084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (CDL)
 JV2084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1051 ***********************************************************************
 KW1051  DESIGNATION -  A 163
 KW1051  PID         -  KW1051
 KW1051  STATE/COUNTY-  PA/YORK
 KW1051  USGS QUAD   -  DOVER (1972)
 KW1051
 KW1051                         *CURRENT SURVEY CONTROL
 KW1051  ___________________________________________________________________
 KW1051* NAD 83(1986)-  40 00 11.     (N)    076 50 54.     (W)     SCALED    
 KW1051* NAVD 88     -       131.244  (meters)     430.59   (feet)  ADJUSTED  
 KW1051  ___________________________________________________________________
 KW1051  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KW1051  DYNAMIC HT  -         131.176 (meters)     430.37  (feet)  COMP
 KW1051  MODELED GRAV-     980,099.6   (mgal)                       NAVD 88
 KW1051
 KW1051  VERT ORDER  -  SECOND    CLASS 0
 KW1051
 KW1051.The horizontal coordinates were scaled from a topographic map and have
 KW1051.an estimated accuracy of +/- 6 seconds.
 KW1051
 KW1051.The orthometric height was determined by differential leveling
 KW1051.and adjusted by the National Geodetic Survey in June 1991..
 KW1051
 KW1051.The geoid height was determined by GEOID03.
 KW1051
 KW1051.The dynamic height is computed by dividing the NAVD 88
 KW1051.geopotential number by the normal gravity value computed on the
 KW1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1051.degrees latitude (g = 980.6199 gals.).
 KW1051
 KW1051.The modeled gravity was interpolated from observed gravity values.
 KW1051
 KW1051;                    North         East    Units  Estimated Accuracy
 KW1051;SPC PA S     -    74,760.      676,990.      MT  (+/- 180 meters Scaled)
 KW1051
 KW1051                          SUPERSEDED SURVEY CONTROL
 KW1051
 KW1051  NGVD 29 (??/??/??)  131.471  (m)          431.33   (f) ADJUSTED    2 0
 KW1051
 KW1051.Superseded values are not recommended for survey control.
 KW1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1051.See file dsdata.txt to determine how the superseded data were derived.
 KW1051
 KW1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK422297(NAD 83)
 KW1051_MARKER: DB = BENCH MARK DISK
 KW1051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1051_SP_SET: BRIDGE
 KW1051_STAMPING: A 163 1942
 KW1051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1051
 KW1051  HISTORY     - Date     Condition        Report By
 KW1051  HISTORY     - 1942     MONUMENTED       CGS
 KW1051
 KW1051                          STATION DESCRIPTION
 KW1051
 KW1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1051'0.2 MI NE FROM DOVER.
 KW1051'ABOUT 0.2 MILE NORTH-EAST ALONG ROAD NO. 66002 FROM THE POST
 KW1051'OFFICE AT DOVER, 77 FT. SOUTH OF THE SOUTH CORNER OF A LARGE
 KW1051'BRICK HOUSE, 14 FT. SOUTH-EAST OF THE CENTER LINE OF ROAD
 KW1051'NO. 66002, 2.0 FT. SOUTH-WEST OF THE NORTH-EAST END OF A
 KW1051'CONCRETE HEAD WALL OF A SMALL BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1052 ***********************************************************************
 KW1052  DESIGNATION -  A 163 PADH RESET 1968
 KW1052  PID         -  KW1052
 KW1052  STATE/COUNTY-  PA/YORK
 KW1052  USGS QUAD   -  DOVER (1972)
 KW1052
 KW1052                         *CURRENT SURVEY CONTROL
 KW1052  ___________________________________________________________________
 KW1052* NAD 83(1986)-  40 00 11.     (N)    076 50 54.     (W)     SCALED    
 KW1052* NAVD 88     -       130.26   (+/-2cm)     427.4    (feet)  VERTCON   
 KW1052  ___________________________________________________________________
 KW1052  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KW1052
 KW1052  VERT ORDER  -  THIRD (See Below)
 KW1052
 KW1052.The horizontal coordinates were scaled from a topographic map and have
 KW1052.an estimated accuracy of +/- 6 seconds.
 KW1052
 KW1052.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW1052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW1052.The vertical order pertains to the NGVD 29 superseded value.
 KW1052
 KW1052.The geoid height was determined by GEOID03.
 KW1052
 KW1052;                    North         East    Units  Estimated Accuracy
 KW1052;SPC PA S     -    74,760.      676,990.      MT  (+/- 180 meters Scaled)
 KW1052
 KW1052                          SUPERSEDED SURVEY CONTROL
 KW1052
 KW1052  NGVD 29 (??/??/??)  130.49   (m)          428.1    (f) RESET       3  
 KW1052
 KW1052.Superseded values are not recommended for survey control.
 KW1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1052.See file dsdata.txt to determine how the superseded data were derived.
 KW1052
 KW1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK422297(NAD 83)
 KW1052_MARKER: DB = BENCH MARK DISK
 KW1052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1052_SP_SET: CULVERT
 KW1052_STAMPING: A 163 RESET 1968
 KW1052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1052
 KW1052  HISTORY     - Date     Condition        Report By
 KW1052  HISTORY     - 1968     MONUMENTED       PADH
 KW1052  HISTORY     - 19990321 GOOD             USPSQD
 KW1052
 KW1052                          STATION DESCRIPTION
 KW1052
 KW1052'DESCRIBED BY PA DEPT OF HIGHWAYS 1968
 KW1052'AT DOVER.
 KW1052'AT DOVER, 800 FEET NORTHEAST ALONG TOWNSHIP ROAD 921 FROM THE
 KW1052'INTERSECTION OF TOWNSHIP ROAD 74, 225 FEET NORTHEAST OF THE
 KW1052'POST OFFICE, SET IN THE CORNER OF THE END WALL OF A CONCRETE
 KW1052'PIPE CULVERT.
 KW1052
 KW1052                          STATION RECOVERY (1999)
 KW1052
 KW1052'RECOVERY NOTE BY US POWER SQUADRON 1999
 KW1052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2025 ***********************************************************************
 JV2025  DESIGNATION -  A 164
 JV2025  PID         -  JV2025
 JV2025  STATE/COUNTY-  PA/ADAMS
 JV2025  USGS QUAD   -  CALEDONIA PARK (1990)
 JV2025
 JV2025                         *CURRENT SURVEY CONTROL
 JV2025  ___________________________________________________________________
 JV2025* NAD 83(1986)-  39 56 15.     (N)    077 25 47.     (W)     SCALED    
 JV2025* NAVD 88     -       384.470  (meters)    1261.38   (feet)  ADJUSTED  
 JV2025  ___________________________________________________________________
 JV2025  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JV2025  DYNAMIC HT  -         384.242 (meters)    1260.63  (feet)  COMP
 JV2025  MODELED GRAV-     980,023.4   (mgal)                       NAVD 88
 JV2025
 JV2025  VERT ORDER  -  SECOND    CLASS 0
 JV2025
 JV2025.The horizontal coordinates were scaled from a topographic map and have
 JV2025.an estimated accuracy of +/- 6 seconds.
 JV2025
 JV2025.The orthometric height was determined by differential leveling
 JV2025.and adjusted by the National Geodetic Survey in June 1991..
 JV2025
 JV2025.The geoid height was determined by GEOID03.
 JV2025
 JV2025.The dynamic height is computed by dividing the NAVD 88
 JV2025.geopotential number by the normal gravity value computed on the
 JV2025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2025.degrees latitude (g = 980.6199 gals.).
 JV2025
 JV2025.The modeled gravity was interpolated from observed gravity values.
 JV2025
 JV2025;                    North         East    Units  Estimated Accuracy
 JV2025;SPC PA S     -    67,130.      627,380.      MT  (+/- 180 meters Scaled)
 JV2025
 JV2025                          SUPERSEDED SURVEY CONTROL
 JV2025
 JV2025  NGVD 29 (??/??/??)  384.648  (m)         1261.97   (f) ADJUSTED    2 0
 JV2025
 JV2025.Superseded values are not recommended for survey control.
 JV2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2025.See file dsdata.txt to determine how the superseded data were derived.
 JV2025
 JV2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK924236(NAD 83)
 JV2025_MARKER: DB = BENCH MARK DISK
 JV2025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV2025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV2025_STAMPING: A 164 1942
 JV2025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV2025+STABILITY: SURFACE MOTION
 JV2025
 JV2025  HISTORY     - Date     Condition        Report By
 JV2025  HISTORY     - 1942     MONUMENTED       CGS
 JV2025  HISTORY     - 20060402 GOOD             GEOCAC
 JV2025
 JV2025                          STATION DESCRIPTION
 JV2025
 JV2025'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV2025'10.1 MI SW FROM PINE GROVE FURNACE.
 JV2025'IN ADAMS COUNTY, 10.1 MILES SOUTHWEST ALONG STATE HIGHWAY 233
 JV2025'FROM THE POST OFFICE AT PINE GROVE FURNACE, CUMBERLAND COUNTY, AT
 JV2025'EARLY DAWN SUMMER COTTAGE, 62.5 FEET WEST OF THE WEST CORNER OF
 JV2025'THE COTTAGE, 42 FEET SOUTHWEST OF THE CENTERLINE OF THE ENTRANCE
 JV2025'ROAD TO THE COTTAGE, 27 FEET SOUTHEAST OF THE CENTERLINE OF THE
 JV2025'HIGHWAY, AND 1 FOOT NORTHWEST OF A WHITE WOODEN WITNESS POST.  A
 JV2025'STANDARD DISK, STAMPED A 164 1942 AND SET IN THE TOP OF A CONCRETE
 JV2025'POST.
 JV2025
 JV2025                          STATION RECOVERY (2006)
 JV2025
 JV2025'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV2025'MARK IS ABOUT 35 FEET SOUTHWEST OF POLE NUMBER 127.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2048 ***********************************************************************
 KW2048  DESIGNATION -  A 165
 KW2048  PID         -  KW2048
 KW2048  STATE/COUNTY-  PA/CUMBERLAND
 KW2048  USGS QUAD   -  NEWVILLE (1975)
 KW2048
 KW2048                         *CURRENT SURVEY CONTROL
 KW2048  ___________________________________________________________________
 KW2048* NAD 83(1986)-  40 08 54.     (N)    077 22 31.     (W)     SCALED    
 KW2048* NAVD 88     -       175.151  (meters)     574.64   (feet)  ADJUSTED  
 KW2048  ___________________________________________________________________
 KW2048  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KW2048  DYNAMIC HT  -         175.057 (meters)     574.33  (feet)  COMP
 KW2048  MODELED GRAV-     980,088.1   (mgal)                       NAVD 88
 KW2048
 KW2048  VERT ORDER  -  FIRST     CLASS II
 KW2048
 KW2048.The horizontal coordinates were scaled from a topographic map and have
 KW2048.an estimated accuracy of +/- 6 seconds.
 KW2048
 KW2048.The orthometric height was determined by differential leveling
 KW2048.and adjusted by the National Geodetic Survey in June 1991..
 KW2048
 KW2048.The geoid height was determined by GEOID03.
 KW2048
 KW2048.The dynamic height is computed by dividing the NAVD 88
 KW2048.geopotential number by the normal gravity value computed on the
 KW2048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2048.degrees latitude (g = 980.6199 gals.).
 KW2048
 KW2048.The modeled gravity was interpolated from observed gravity values.
 KW2048
 KW2048;                    North         East    Units  Estimated Accuracy
 KW2048;SPC PA S     -    90,560.      631,930.      MT  (+/- 180 meters Scaled)
 KW2048
 KW2048                          SUPERSEDED SURVEY CONTROL
 KW2048
 KW2048  NGVD 29 (??/??/??)  175.363  (m)          575.34   (f) ADJUSTED    1 2
 KW2048
 KW2048.Superseded values are not recommended for survey control.
 KW2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2048.See file dsdata.txt to determine how the superseded data were derived.
 KW2048
 KW2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK976469(NAD 83)
 KW2048_MARKER: DB = BENCH MARK DISK
 KW2048_SETTING: 80 = SET IN A BOULDER
 KW2048_SP_SET: ROCK OUTCROP
 KW2048_STAMPING: A 165 1942
 KW2048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2048+STABILITY: SURFACE MOTION
 KW2048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2048+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2006
 KW2048
 KW2048  HISTORY     - Date     Condition        Report By
 KW2048  HISTORY     - 1942     MONUMENTED       CGS
 KW2048  HISTORY     - 1961     GOOD             CGS
 KW2048  HISTORY     - 1979     GOOD             NGS
 KW2048  HISTORY     - 20060226 GOOD             GEOCAC
 KW2048
 KW2048                          STATION DESCRIPTION
 KW2048
 KW2048'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KW2048'2.2 MI SE FROM NEWVILLE.
 KW2048'0.5 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KW2048'AT NEWVILLE, CUMBERLAND COUNTY, THENCE 1.7 MILES SOUTHEAST ALONG
 KW2048'STATE HIGHWAY 223, 200 FEET NORTH OF THE INTERSECTION OF THE
 KW2048'HIGHWAY AND A GRAVEL ROAD LEADING WEST, 59 FEET NORTHEAST OF
 KW2048'THE CENTERLINE OF THE HIGHWAY, 86 FEET NORTH OF THE NORTHEAST
 KW2048'END OF CULVERT 180, 39 FEET NORTHEAST OF POWER LINE POLE 31494
 KW2048'JP, AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD DISK,
 KW2048'STAMPED A 165 1942.
 KW2048
 KW2048                          STATION RECOVERY (1979)
 KW2048
 KW2048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2048'NOTE--THE GRAVEL ROAD IS NOW OAK FLAT ROAD AND IS PAVED.
 KW2048
 KW2048                          STATION RECOVERY (2006)
 KW2048
 KW2048'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0535 ***********************************************************************
 KW0535  DESIGNATION -  A 166 PADH
 KW0535  PID         -  KW0535
 KW0535  STATE/COUNTY-  PA/LEBANON
 KW0535  USGS QUAD   -  FREDERICKSBURG (1978)
 KW0535
 KW0535                         *CURRENT SURVEY CONTROL
 KW0535  ___________________________________________________________________
 KW0535* NAD 83(1986)-  40 26 33.     (N)    076 26 08.     (W)     SCALED    
 KW0535* NAVD 88     -       139.220  (meters)     456.76   (feet)  ADJUSTED  
 KW0535  ___________________________________________________________________
 KW0535  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 KW0535  DYNAMIC HT  -         139.149 (meters)     456.52  (feet)  COMP
 KW0535  MODELED GRAV-     980,117.3   (mgal)                       NAVD 88
 KW0535
 KW0535  VERT ORDER  -  SECOND    CLASS 0
 KW0535
 KW0535.The horizontal coordinates were scaled from a topographic map and have
 KW0535.an estimated accuracy of +/- 6 seconds.
 KW0535
 KW0535.The orthometric height was determined by differential leveling
 KW0535.and adjusted by the National Geodetic Survey in June 1991..
 KW0535
 KW0535.The geoid height was determined by GEOID03.
 KW0535
 KW0535.The dynamic height is computed by dividing the NAVD 88
 KW0535.geopotential number by the normal gravity value computed on the
 KW0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0535.degrees latitude (g = 980.6199 gals.).
 KW0535
 KW0535.The modeled gravity was interpolated from observed gravity values.
 KW0535
 KW0535;                    North         East    Units  Estimated Accuracy
 KW0535;SPC PA S     -   123,990.      711,510.      MT  (+/- 180 meters Scaled)
 KW0535
 KW0535                          SUPERSEDED SURVEY CONTROL
 KW0535
 KW0535  NGVD 29 (??/??/??)  139.422  (m)          457.42   (f) ADJUSTED    2 0
 KW0535
 KW0535.Superseded values are not recommended for survey control.
 KW0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0535.See file dsdata.txt to determine how the superseded data were derived.
 KW0535
 KW0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK782778(NAD 83)
 KW0535_MARKER: DD = SURVEY DISK
 KW0535_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0535_SP_SET: BRIDGE
 KW0535_STAMPING: A 166 1942
 KW0535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0535
 KW0535  HISTORY     - Date     Condition        Report By
 KW0535  HISTORY     - 1942     MONUMENTED       PADH
 KW0535  HISTORY     - 1942     GOOD             CGS
 KW0535
 KW0535                          STATION DESCRIPTION
 KW0535
 KW0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0535'0.3 MI SW FROM FREDERICKSBURG.
 KW0535'ON THE SOUTHWEST EDGE OF FREDERICKSBURG, 0.3 MILE SOUTHWEST OF
 KW0535'THE POST OFFICE, AT A CONCRETE BRIDGE OVER DEEP RUN, IN THE TOP
 KW0535'OF THE CURBING OF THE SOUTH WALL, 12 FEET SOUTH OF THE
 KW0535'CENTERLINE OF THE HIGHWAY, AND 1.7 FEET EAST OF THE WEST END OF
 KW0535'THE WALL.  A PENNSYLVANIA STATE HIGHWAY DEPARTMENT BRONZE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1997 ***********************************************************************
 KW1997  DESIGNATION -  A 167
 KW1997  PID         -  KW1997
 KW1997  STATE/COUNTY-  PA/YORK
 KW1997  USGS QUAD   -  MECHANICSBURG (1987)
 KW1997
 KW1997                         *CURRENT SURVEY CONTROL
 KW1997  ___________________________________________________________________
 KW1997* NAD 83(1986)-  40 07 41.     (N)    077 02 19.     (W)     SCALED    
 KW1997* NAVD 88     -       147.282  (meters)     483.21   (feet)  ADJUSTED  
 KW1997  ___________________________________________________________________
 KW1997  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KW1997  DYNAMIC HT  -         147.205 (meters)     482.96  (feet)  COMP
 KW1997  MODELED GRAV-     980,100.5   (mgal)                       NAVD 88
 KW1997
 KW1997  VERT ORDER  -  SECOND    CLASS 0
 KW1997
 KW1997.The horizontal coordinates were scaled from a topographic map and have
 KW1997.an estimated accuracy of +/- 6 seconds.
 KW1997
 KW1997.The orthometric height was determined by differential leveling
 KW1997.and adjusted by the National Geodetic Survey in June 1991..
 KW1997
 KW1997.The geoid height was determined by GEOID03.
 KW1997
 KW1997.The dynamic height is computed by dividing the NAVD 88
 KW1997.geopotential number by the normal gravity value computed on the
 KW1997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1997.degrees latitude (g = 980.6199 gals.).
 KW1997
 KW1997.The modeled gravity was interpolated from observed gravity values.
 KW1997
 KW1997;                    North         East    Units  Estimated Accuracy
 KW1997;SPC PA S     -    88,490.      660,630.      MT  (+/- 180 meters Scaled)
 KW1997
 KW1997                          SUPERSEDED SURVEY CONTROL
 KW1997
 KW1997  NGVD 29 (??/??/??)  147.484  (m)          483.87   (f) ADJUSTED    2 0
 KW1997
 KW1997.Superseded values are not recommended for survey control.
 KW1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1997.See file dsdata.txt to determine how the superseded data were derived.
 KW1997
 KW1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK263439(NAD 83)
 KW1997_MARKER: DB = BENCH MARK DISK
 KW1997_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1997_SP_SET: BRIDGE
 KW1997_STAMPING: A-167 1942
 KW1997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1997
 KW1997  HISTORY     - Date     Condition        Report By
 KW1997  HISTORY     - 1942     MONUMENTED       CGS
 KW1997  HISTORY     - 1966     GOOD             CGS
 KW1997  HISTORY     - 19990321 GOOD             USPSQD
 KW1997
 KW1997                          STATION DESCRIPTION
 KW1997
 KW1997'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1997'1.2 MI N FROM DILLSBURG.
 KW1997'ABOUT 1.2 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1997'STATION AT DILLSBURG, ABOUT 725 FT. SOUTH OF THE CROSSING OF
 KW1997'HIGHWAY 74, 8.5 FT. EAST OF THE CENTER LINE OF THE TRACK, A
 KW1997'STANDARD DISK SET IN THE SOUTH-EAST CONCRETE HEAD WALL OF A
 KW1997'SMALL RAILROAD BRIDGE NO. 15 - 15.
 KW1997
 KW1997                          STATION RECOVERY (1966)
 KW1997
 KW1997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KW1997'RECOVERED IN GOOD CONDITION.
 KW1997
 KW1997                          STATION RECOVERY (1999)
 KW1997
 KW1997'RECOVERY NOTE BY US POWER SQUADRON 1999
 KW1997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1028 ***********************************************************************
 KW1028  DESIGNATION -  A 168 PADH
 KW1028  PID         -  KW1028
 KW1028  STATE/COUNTY-  PA/YORK
 KW1028  USGS QUAD   -  STEELTON (1987)
 KW1028
 KW1028                         *CURRENT SURVEY CONTROL
 KW1028  ___________________________________________________________________
 KW1028* NAD 83(1986)-  40 08 07.     (N)    076 51 54.     (W)     SCALED    
 KW1028* NAVD 88     -       128.348  (meters)     421.09   (feet)  ADJUSTED  
 KW1028  ___________________________________________________________________
 KW1028  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 KW1028  DYNAMIC HT  -         128.281 (meters)     420.87  (feet)  COMP
 KW1028  MODELED GRAV-     980,102.7   (mgal)                       NAVD 88
 KW1028
 KW1028  VERT ORDER  -  SECOND    CLASS 0
 KW1028
 KW1028.The horizontal coordinates were scaled from a topographic map and have
 KW1028.an estimated accuracy of +/- 6 seconds.
 KW1028
 KW1028.The orthometric height was determined by differential leveling
 KW1028.and adjusted by the National Geodetic Survey in June 1991..
 KW1028
 KW1028.The geoid height was determined by GEOID03.
 KW1028
 KW1028.The dynamic height is computed by dividing the NAVD 88
 KW1028.geopotential number by the normal gravity value computed on the
 KW1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1028.degrees latitude (g = 980.6199 gals.).
 KW1028
 KW1028.The modeled gravity was interpolated from observed gravity values.
 KW1028
 KW1028;                    North         East    Units  Estimated Accuracy
 KW1028;SPC PA S     -    89,420.      675,420.      MT  (+/- 180 meters Scaled)
 KW1028
 KW1028                          SUPERSEDED SURVEY CONTROL
 KW1028
 KW1028  NGVD 29 (??/??/??)  128.559  (m)          421.78   (f) ADJUSTED    2 0
 KW1028
 KW1028.Superseded values are not recommended for survey control.
 KW1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1028.See file dsdata.txt to determine how the superseded data were derived.
 KW1028
 KW1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK411444(NAD 83)
 KW1028_MARKER: DD = SURVEY DISK
 KW1028_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1028_SP_SET: BRIDGE
 KW1028_STAMPING: A-168 1942
 KW1028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1028
 KW1028  HISTORY     - Date     Condition        Report By
 KW1028  HISTORY     - 1942     MONUMENTED       PADH
 KW1028  HISTORY     - 1942     GOOD             CGS
 KW1028  HISTORY     - 1963     GOOD             CGS
 KW1028  HISTORY     - 20011111 MARK NOT FOUND   USPSQD
 KW1028
 KW1028                          STATION DESCRIPTION
 KW1028
 KW1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1028'0.2 MI W FROM LEWISBERRY.
 KW1028'ABOUT 0.2 MILE WEST ALONG HIGHWAY NO. 24 FROM THE POST OFFICE AT
 KW1028'LEWISBERRY, 13 FT. NORTH-EAST OF THE CENTER LINE OF ROAD NO. 24,
 KW1028'74 FT. EAST OF THE CENTER LINE OF THE JUNCTION OF ROAD NO. 66006,
 KW1028'A PENNSYLVANIA HIGHWAY DEPT. DISK SET IN THE NORTH-EAST WING WALL
 KW1028'OF A CONCRETE BRIDGE.
 KW1028
 KW1028                          STATION RECOVERY (1963)
 KW1028
 KW1028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 KW1028'RECOVERED IN GOOD CONDITION.
 KW1028
 KW1028                          STATION RECOVERY (2001)
 KW1028
 KW1028'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPP)
 KW1028'THE CONCRETE BRIDGE HAS BEEN REMOVED AND REPLACED WITH A 42 INCH
 KW1028'DIAMETER CORRUGATED STEEL CULVERT.  THE STATION IS PRESUMED DESTROYED.
 KW1028' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1059 ***********************************************************************
 LZ1059  DESIGNATION -  A 17
 LZ1059  PID         -  LZ1059
 LZ1059  STATE/COUNTY-  PA/CLINTON
 LZ1059  USGS QUAD   -  JERSEY SHORE (1986)
 LZ1059
 LZ1059                         *CURRENT SURVEY CONTROL
 LZ1059  ___________________________________________________________________
 LZ1059* NAD 83(1986)-  41 10 58.     (N)    077 18 25.     (W)     SCALED    
 LZ1059* NAVD 88     -       169.365  (meters)     555.66   (feet)  ADJUSTED  
 LZ1059  ___________________________________________________________________
 LZ1059  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 LZ1059  DYNAMIC HT  -         169.290 (meters)     555.41  (feet)  COMP
 LZ1059  MODELED GRAV-     980,178.4   (mgal)                       NAVD 88
 LZ1059
 LZ1059  VERT ORDER  -  SECOND    CLASS 0
 LZ1059
 LZ1059.The horizontal coordinates were scaled from a topographic map and have
 LZ1059.an estimated accuracy of +/- 6 seconds.
 LZ1059
 LZ1059.The orthometric height was determined by differential leveling
 LZ1059.and adjusted by the National Geodetic Survey in June 1991..
 LZ1059
 LZ1059.The geoid height was determined by GEOID03.
 LZ1059
 LZ1059.The dynamic height is computed by dividing the NAVD 88
 LZ1059.geopotential number by the normal gravity value computed on the
 LZ1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1059.degrees latitude (g = 980.6199 gals.).
 LZ1059
 LZ1059.The modeled gravity was interpolated from observed gravity values.
 LZ1059
 LZ1059;                    North         East    Units  Estimated Accuracy
 LZ1059;SPC PA N     -   112,940.      637,170.      MT  (+/- 180 meters Scaled)
 LZ1059
 LZ1059                          SUPERSEDED SURVEY CONTROL
 LZ1059
 LZ1059  NGVD 29 (??/??/92)  169.570  (m)          556.33   (f) ADJ UNCH    2 0
 LZ1059
 LZ1059.Superseded values are not recommended for survey control.
 LZ1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1059.See file dsdata.txt to determine how the superseded data were derived.
 LZ1059
 LZ1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL065616(NAD 83)
 LZ1059_MARKER: DB = BENCH MARK DISK
 LZ1059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1059_SP_SET: MANHOLE COVER
 LZ1059_STAMPING: A 17 1934
 LZ1059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1059
 LZ1059  HISTORY     - Date     Condition        Report By
 LZ1059  HISTORY     - 1934     MONUMENTED       CGS
 LZ1059
 LZ1059                          STATION DESCRIPTION
 LZ1059
 LZ1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1059'0.5 MI W FROM AVIS.
 LZ1059'ABOUT 0.5 MILE WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LZ1059'AVIS, CLINTON COUNTY, ABOUT 130 YARDS EAST OF MILEPOST JS 3,
 LZ1059'ABOUT 150 FEET SOUTHWEST OF THE NEW UNION HOTEL, 40 FEET NORTH
 LZ1059'OF THE NORTH RAIL OF THE WEST-BOUND TRACK, AND IN THE TOP OF A
 LZ1059'6- BY 6-FOOT CONCRETE MANHOLE.  A STANDARD DISK, STAMPED A 17
 LZ1059'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1282 ***********************************************************************
 KW1282  DESIGNATION -  A 170
 KW1282  PID         -  KW1282
 KW1282  STATE/COUNTY-  PA/LANCASTER
 KW1282  USGS QUAD   -  ELIZABETHTOWN (1990)
 KW1282
 KW1282                         *CURRENT SURVEY CONTROL
 KW1282  ___________________________________________________________________
 KW1282* NAD 83(1986)-  40 07 50.     (N)    076 33 52.     (W)     SCALED    
 KW1282* NAVD 88     -       128.977  (meters)     423.15   (feet)  ADJUSTED  
 KW1282  ___________________________________________________________________
 KW1282  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 KW1282  DYNAMIC HT  -         128.910 (meters)     422.93  (feet)  COMP
 KW1282  MODELED GRAV-     980,100.9   (mgal)                       NAVD 88
 KW1282
 KW1282  VERT ORDER  -  SECOND    CLASS 0
 KW1282
 KW1282.The horizontal coordinates were scaled from a topographic map and have
 KW1282.an estimated accuracy of +/- 6 seconds.
 KW1282
 KW1282.The orthometric height was determined by differential leveling
 KW1282.and adjusted by the National Geodetic Survey in June 1991..
 KW1282
 KW1282.The geoid height was determined by GEOID03.
 KW1282
 KW1282.The dynamic height is computed by dividing the NAVD 88
 KW1282.geopotential number by the normal gravity value computed on the
 KW1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1282.degrees latitude (g = 980.6199 gals.).
 KW1282
 KW1282.The modeled gravity was interpolated from observed gravity values.
 KW1282
 KW1282;                    North         East    Units  Estimated Accuracy
 KW1282;SPC PA S     -    89,200.      701,040.      MT  (+/- 180 meters Scaled)
 KW1282
 KW1282                          SUPERSEDED SURVEY CONTROL
 KW1282
 KW1282  NGVD 29 (??/??/??)  129.208  (m)          423.91   (f) ADJUSTED    2 0
 KW1282
 KW1282.Superseded values are not recommended for survey control.
 KW1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1282.See file dsdata.txt to determine how the superseded data were derived.
 KW1282
 KW1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK667434(NAD 83)
 KW1282_MARKER: DB = BENCH MARK DISK
 KW1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1282_STAMPING: A 170 1942
 KW1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1282+STABILITY: SURFACE MOTION
 KW1282
 KW1282  HISTORY     - Date     Condition        Report By
 KW1282  HISTORY     - 1942     MONUMENTED       CGS
 KW1282  HISTORY     - 20050209 MARK NOT FOUND   GEOCAC
 KW1282
 KW1282                          STATION DESCRIPTION
 KW1282
 KW1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1282'0.1 MI SE FROM RHEEMS.
 KW1282'ABOUT 0.1 MILES SOUTHEAST ALONG THE PENN. RAILROAD FROM RHEEMS,
 KW1282'48 FEET EAST OF THE NORTH ABUTMENT OF OVER HEAD BRIDGE NO. 83-81,
 KW1282'19 FEET NORTH OF THE NORTH RAIL OF THE TRACKS, 1.5 FEET SOUTH OF
 KW1282'A WHITE POST STENCILED U.S.B.M., A STANDARD DISK SET IN A
 KW1282'CONCRETE POST.
 KW1282
 KW1282                          STATION RECOVERY (2005)
 KW1282
 KW1282'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW1282'BRIDGE HAS BEEN REBUILT TO THE EAST OF THE OLD BRIDGE AND MARK MAY
 KW1282'HAVE BEEN DESTROYED. SEARCHED FOR BUT NOT LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0684 ***********************************************************************
 KW0684  DESIGNATION -  A 171
 KW0684  PID         -  KW0684
 KW0684  STATE/COUNTY-  PA/LANCASTER
 KW0684  USGS QUAD   -  MANHEIM (1995)
 KW0684
 KW0684                         *CURRENT SURVEY CONTROL
 KW0684  ___________________________________________________________________
 KW0684* NAD 83(1986)-  40 11 18.     (N)    076 23 27.     (W)     SCALED    
 KW0684* NAVD 88     -       126.283  (meters)     414.31   (feet)  ADJUSTED  
 KW0684  ___________________________________________________________________
 KW0684  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 KW0684  DYNAMIC HT  -         126.216 (meters)     414.09  (feet)  COMP
 KW0684  MODELED GRAV-     980,095.9   (mgal)                       NAVD 88
 KW0684
 KW0684  VERT ORDER  -  SECOND    CLASS 0
 KW0684
 KW0684.The horizontal coordinates were scaled from a topographic map and have
 KW0684.an estimated accuracy of +/- 6 seconds.
 KW0684
 KW0684.The orthometric height was determined by differential leveling
 KW0684.and adjusted by the National Geodetic Survey in June 1991..
 KW0684
 KW0684.The geoid height was determined by GEOID03.
 KW0684
 KW0684.The dynamic height is computed by dividing the NAVD 88
 KW0684.geopotential number by the normal gravity value computed on the
 KW0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0684.degrees latitude (g = 980.6199 gals.).
 KW0684
 KW0684.The modeled gravity was interpolated from observed gravity values.
 KW0684
 KW0684;                    North         East    Units  Estimated Accuracy
 KW0684;SPC PA S     -    95,830.      715,740.      MT  (+/- 180 meters Scaled)
 KW0684
 KW0684                          SUPERSEDED SURVEY CONTROL
 KW0684
 KW0684  NGVD 29 (??/??/??)  126.513  (m)          415.07   (f) ADJUSTED    2 0
 KW0684
 KW0684.Superseded values are not recommended for survey control.
 KW0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0684.See file dsdata.txt to determine how the superseded data were derived.
 KW0684
 KW0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK816495(NAD 83)
 KW0684_MARKER: DB = BENCH MARK DISK
 KW0684_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0684_SP_SET: CULVERT
 KW0684_STAMPING: A 171 1942
 KW0684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0684_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0684+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2005
 KW0684
 KW0684  HISTORY     - Date     Condition        Report By
 KW0684  HISTORY     - 1942     MONUMENTED       CGS
 KW0684  HISTORY     - 20050530 GOOD             GEOCAC
 KW0684
 KW0684                          STATION DESCRIPTION
 KW0684
 KW0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0684'2.1 MI N FROM MANHEIM.
 KW0684'ABOUT 2.1 MILES NORTH ALONG THE MOUNT HOPE BRANCH OF THE READING
 KW0684'CO. RAILROAD FROM MANHEIM, 9 RAILS NORTH OF AN OVERHEAD ROAD
 KW0684'CROSSING, 12 FEET WEST OF THE CENTER LINE OF THE TRACK, A
 KW0684'STANDARD DISK SET IN THE CENTER OF THE WEST HEAD WALL OF A
 KW0684'CONCRETE RAILROAD CULVERT NO. 2-06, AND ABOUT 2.5 FEET LOWER
 KW0684'THAN THE TRACK.
 KW0684
 KW0684                          STATION RECOVERY (2005)
 KW0684
 KW0684'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0684'TRACKS HAVE BEEN REMOVED BUT CULVERT REMAINS.
 KW0684'N 40 11 19.0 W 076 23 26.3
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0718 ***********************************************************************
 KW0718  DESIGNATION -  A 172
 KW0718  PID         -  KW0718
 KW0718  STATE/COUNTY-  PA/LEBANON
 KW0718  USGS QUAD   -  WOMELSDORF (1984)
 KW0718
 KW0718                         *CURRENT SURVEY CONTROL
 KW0718  ___________________________________________________________________
 KW0718* NAD 83(1986)-  40 17 34.     (N)    076 13 19.     (W)     SCALED    
 KW0718* NAVD 88     -       185.000  (meters)     606.95   (feet)  ADJUSTED  
 KW0718  ___________________________________________________________________
 KW0718  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 KW0718  DYNAMIC HT  -         184.901 (meters)     606.63  (feet)  COMP
 KW0718  MODELED GRAV-     980,084.6   (mgal)                       NAVD 88
 KW0718
 KW0718  VERT ORDER  -  SECOND    CLASS 0
 KW0718
 KW0718.The horizontal coordinates were scaled from a topographic map and have
 KW0718.an estimated accuracy of +/- 6 seconds.
 KW0718
 KW0718.The orthometric height was determined by differential leveling
 KW0718.and adjusted by the National Geodetic Survey in June 1991..
 KW0718
 KW0718.The geoid height was determined by GEOID03.
 KW0718
 KW0718.The dynamic height is computed by dividing the NAVD 88
 KW0718.geopotential number by the normal gravity value computed on the
 KW0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0718.degrees latitude (g = 980.6199 gals.).
 KW0718
 KW0718.The modeled gravity was interpolated from observed gravity values.
 KW0718
 KW0718;                    North         East    Units  Estimated Accuracy
 KW0718;SPC PA S     -   107,660.      729,920.      MT  (+/- 180 meters Scaled)
 KW0718
 KW0718                          SUPERSEDED SURVEY CONTROL
 KW0718
 KW0718  NGVD 29 (??/??/??)  185.224  (m)          607.69   (f) ADJUSTED    2 0
 KW0718
 KW0718.Superseded values are not recommended for survey control.
 KW0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0718.See file dsdata.txt to determine how the superseded data were derived.
 KW0718
 KW0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK961609(NAD 83)
 KW0718_MARKER: DB = BENCH MARK DISK
 KW0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0718_STAMPING: A 172 1942
 KW0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0718+STABILITY: SURFACE MOTION
 KW0718_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0718+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2006
 KW0718
 KW0718  HISTORY     - Date     Condition        Report By
 KW0718  HISTORY     - 1942     MONUMENTED       CGS
 KW0718  HISTORY     - 20000718 MARK NOT FOUND   PADT
 KW0718  HISTORY     - 20060409 GOOD             GEOCAC
 KW0718
 KW0718                          STATION DESCRIPTION
 KW0718
 KW0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0718'1.5 MI SE FROM KLEINFELTERSVILLE.
 KW0718'ABOUT 1.5 MILES SOUTHEAST ALONG HIGHWAY NO. 897 FROM THE POST
 KW0718'OFFICE AT KLEINFELTERSVILLE, AT THE JUNCTION OF A WOODS ROAD,
 KW0718'38 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 8.0 FEET
 KW0718'NORTHWEST OF THE CENTER LINE OF THE WOODS ROAD, 27 FEET
 KW0718'NORTHWEST OF A 18-INCH OAK TREE, 2.0 FEET SOUTHWEST OF A WHITE
 KW0718'POST STENCILED U.S.B.M.   A STANDARD DISK SET IN A CONCRETE
 KW0718'POST IN THE SOUTHEAST CORNER OF A FIELD.
 KW0718
 KW0718                          STATION RECOVERY (2000)
 KW0718
 KW0718'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (AJH)
 KW0718'WOODS ROAD NOT FOUND (MAY HAVE BEEN RENAMED). WITNESS POST NOT FOUND.
 KW0718
 KW0718                          STATION RECOVERY (2006)
 KW0718
 KW0718'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0718'MARK IS LOCATED TO THE WEST OF HOUSE NUMBER 634. WOODS ROAD IS NOT
 KW0718'OBVIOUS AND HAS GROWN OVER. MARK IS APPROXIMATELY 44 FEET AT 343
 KW0718'DEGREES FROM POWER POLE 42617 S35313, 34 FEET AT 266 DEGREES FROM A 4
 KW0718'FOOT DIAMETER TREE WITH A DOUBLE TRUNK.
 KW0718' 
 KW0718'N 40 17 34.3 W 076 13 19.4
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0167 ***********************************************************************
 KW0167  DESIGNATION -  A 173
 KW0167  PID         -  KW0167
 KW0167  STATE/COUNTY-  PA/SCHUYLKILL
 KW0167  USGS QUAD   -  SWATARA HILL (1983)
 KW0167
 KW0167                         *CURRENT SURVEY CONTROL
 KW0167  ___________________________________________________________________
 KW0167* NAD 83(1986)-  40 30 57.     (N)    076 21 51.     (W)     SCALED    
 KW0167* NAVD 88     -       306.196  (meters)    1004.58   (feet)  ADJUSTED  
 KW0167  ___________________________________________________________________
 KW0167  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 KW0167  DYNAMIC HT  -         306.038 (meters)    1004.06  (feet)  COMP
 KW0167  MODELED GRAV-     980,099.9   (mgal)                       NAVD 88
 KW0167
 KW0167  VERT ORDER  -  SECOND    CLASS 0
 KW0167
 KW0167.The horizontal coordinates were scaled from a topographic map and have
 KW0167.an estimated accuracy of +/- 6 seconds.
 KW0167
 KW0167.The orthometric height was determined by differential leveling
 KW0167.and adjusted by the National Geodetic Survey in June 1991..
 KW0167
 KW0167.The geoid height was determined by GEOID03.
 KW0167
 KW0167.The dynamic height is computed by dividing the NAVD 88
 KW0167.geopotential number by the normal gravity value computed on the
 KW0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0167.degrees latitude (g = 980.6199 gals.).
 KW0167
 KW0167.The modeled gravity was interpolated from observed gravity values.
 KW0167
 KW0167;                    North         East    Units  Estimated Accuracy
 KW0167;SPC PA S     -   132,220.      717,440.      MT  (+/- 180 meters Scaled)
 KW0167
 KW0167                          SUPERSEDED SURVEY CONTROL
 KW0167
 KW0167  NGVD 29 (??/??/??)  306.398  (m)         1005.24   (f) ADJUSTED    2 0
 KW0167
 KW0167.Superseded values are not recommended for survey control.
 KW0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0167.See file dsdata.txt to determine how the superseded data were derived.
 KW0167
 KW0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK844859(NAD 83)
 KW0167_MARKER: DB = BENCH MARK DISK
 KW0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0167_STAMPING: A 173 1942
 KW0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0167+STABILITY: SURFACE MOTION
 KW0167
 KW0167  HISTORY     - Date     Condition        Report By
 KW0167  HISTORY     - 1942     MONUMENTED       CGS
 KW0167
 KW0167                          STATION DESCRIPTION
 KW0167
 KW0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0167'3.3 MI SW FROM PINE GROVE.
 KW0167'1.4 MILES SOUTH ALONG THE READING CO. RAILROAD FROM THE STATION
 KW0167'AT PINE GROVE, THENCE 1.9 MILES SOUTHEAST ALONG A NEW GRAVEL
 KW0167'ROAD, AT AN INTERSECTION OF THE NEW ROAD AND A DIRT ROAD LEADING
 KW0167'NORTHEAST, 58 FEET NORTHWEST OF THE CENTERLINE OF THE DIRT ROAD,
 KW0167'56 FEET NORTHEAST OF THE CENTERLINE OF THE NEW ROAD, 9 FEET
 KW0167'NORTH OF A 12-INCH TRIANGLE-BLAZED BIRCH TREE, AND 1 FOOT
 KW0167'SOUTHWEST OF A STANDARD REFERENCE POST.  A STANDARD DISK, SET
 KW0167'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0564 ***********************************************************************
 KW0564  DESIGNATION -  A 174 PADH
 KW0564  PID         -  KW0564
 KW0564  STATE/COUNTY-  PA/BERKS
 KW0564  USGS QUAD   -  WOMELSDORF (1984)
 KW0564
 KW0564                         *CURRENT SURVEY CONTROL
 KW0564  ___________________________________________________________________
 KW0564* NAD 83(1986)-  40 21 19.     (N)    076 08 31.     (W)     SCALED    
 KW0564* NAVD 88     -       128.586  (meters)     421.87   (feet)  ADJUSTED  
 KW0564  ___________________________________________________________________
 KW0564  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 KW0564  DYNAMIC HT  -         128.519 (meters)     421.65  (feet)  COMP
 KW0564  MODELED GRAV-     980,102.8   (mgal)                       NAVD 88
 KW0564
 KW0564  VERT ORDER  -  SECOND    CLASS 0
 KW0564
 KW0564.The horizontal coordinates were scaled from a topographic map and have
 KW0564.an estimated accuracy of +/- 6 seconds.
 KW0564
 KW0564.The orthometric height was determined by differential leveling
 KW0564.and adjusted by the National Geodetic Survey in June 1991..
 KW0564
 KW0564.The geoid height was determined by GEOID03.
 KW0564
 KW0564.The dynamic height is computed by dividing the NAVD 88
 KW0564.geopotential number by the normal gravity value computed on the
 KW0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0564.degrees latitude (g = 980.6199 gals.).
 KW0564
 KW0564.The modeled gravity was interpolated from observed gravity values.
 KW0564
 KW0564;                    North         East    Units  Estimated Accuracy
 KW0564;SPC PA S     -   114,720.      736,590.      MT  (+/- 180 meters Scaled)
 KW0564
 KW0564                          SUPERSEDED SURVEY CONTROL
 KW0564
 KW0564  NGVD 29 (??/??/??)  128.802  (m)          422.58   (f) ADJUSTED    2 0
 KW0564
 KW0564.Superseded values are not recommended for survey control.
 KW0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0564.See file dsdata.txt to determine how the superseded data were derived.
 KW0564
 KW0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK030678(NAD 83)
 KW0564_MARKER: DD = SURVEY DISK
 KW0564_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0564_SP_SET: BRIDGE
 KW0564_STAMPING: A 174 1942
 KW0564_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW0564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0564_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0564+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2005
 KW0564
 KW0564  HISTORY     - Date     Condition        Report By
 KW0564  HISTORY     - 1942     MONUMENTED       PADH
 KW0564  HISTORY     - 1942     GOOD             CGS
 KW0564  HISTORY     - 19980320 GOOD             USGS
 KW0564  HISTORY     - 20021114 GOOD             USPSQD
 KW0564  HISTORY     - 20050416 GOOD             GEOCAC
 KW0564
 KW0564                          STATION DESCRIPTION
 KW0564
 KW0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0564'0.5 MI NW FROM ROBESONIA.
 KW0564'0.5 MILE NORTHWEST ALONG U.S. HIGHWAY NO. 422 FROM THE POST
 KW0564'OFFICE AT ROBESONIA, THENCE 0.1 MILE NORTH ALONG A PAVED ROAD
 KW0564'NO. 06047, AT A CONCRETE BRIDGE NO. 0/04.13.  A PENNSYLVANIA
 KW0564'DEPARTMENT OF HIGHWAYS BRONZE DISK, SET IN THE TOP OF THE
 KW0564'NORTHWEST WINGWALL, AND 12.8 FEET EAST OF THE CENTERLINE OF THE
 KW0564'ROAD.
 KW0564
 KW0564                          STATION RECOVERY (1998)
 KW0564
 KW0564'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1998 (WCS)
 KW0564'RECOVERED IN GOOD CONDITION MARCH 20, 1998.
 KW0564
 KW0564                          STATION RECOVERY (2002)
 KW0564
 KW0564'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW0564'CORR - SE WING WALL.
 KW0564
 KW0564                          STATION RECOVERY (2005)
 KW0564
 KW0564'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0564'40 21 19.7 (N) 76 08 33.3 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1106 ***********************************************************************
 KW1106  DESIGNATION -  A 175
 KW1106  PID         -  KW1106
 KW1106  STATE/COUNTY-  PA/DAUPHIN
 KW1106  USGS QUAD   -  HARRISBURG WEST (1987)
 KW1106
 KW1106                         *CURRENT SURVEY CONTROL
 KW1106  ___________________________________________________________________
 KW1106* NAD 83(1986)-  40 21 15.     (N)    076 53 55.     (W)     SCALED    
 KW1106* NAVD 88     -       128.804  (meters)     422.58   (feet)  ADJUSTED  
 KW1106  ___________________________________________________________________
 KW1106  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 KW1106  DYNAMIC HT  -         128.740 (meters)     422.37  (feet)  COMP
 KW1106  MODELED GRAV-     980,132.0   (mgal)                       NAVD 88
 KW1106
 KW1106  VERT ORDER  -  SECOND    CLASS 0
 KW1106
 KW1106.The horizontal coordinates were scaled from a topographic map and have
 KW1106.an estimated accuracy of +/- 6 seconds.
 KW1106
 KW1106.The orthometric height was determined by differential leveling
 KW1106.and adjusted by the National Geodetic Survey in June 1991..
 KW1106
 KW1106.The geoid height was determined by GEOID03.
 KW1106
 KW1106.The dynamic height is computed by dividing the NAVD 88
 KW1106.geopotential number by the normal gravity value computed on the
 KW1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1106.degrees latitude (g = 980.6199 gals.).
 KW1106
 KW1106.The modeled gravity was interpolated from observed gravity values.
 KW1106
 KW1106;                    North         East    Units  Estimated Accuracy
 KW1106;SPC PA S     -   113,700.      672,320.      MT  (+/- 180 meters Scaled)
 KW1106
 KW1106                          SUPERSEDED SURVEY CONTROL
 KW1106
 KW1106  NGVD 29 (??/??/??)  129.026  (m)          423.31   (f) ADJUSTED    2 0
 KW1106
 KW1106.Superseded values are not recommended for survey control.
 KW1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1106.See file dsdata.txt to determine how the superseded data were derived.
 KW1106
 KW1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK387687(NAD 83)
 KW1106_MARKER: DB = BENCH MARK DISK
 KW1106_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1106_SP_SET: STONE BRIDGE
 KW1106_STAMPING: A 175 1942
 KW1106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1106
 KW1106  HISTORY     - Date     Condition        Report By
 KW1106  HISTORY     - 1942     MONUMENTED       CGS
 KW1106  HISTORY     - 20010108 MARK NOT FOUND   PADT
 KW1106
 KW1106                          STATION DESCRIPTION
 KW1106
 KW1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1106'2.3 MI E FROM DAUPHIN.
 KW1106'1.6 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1106'STATION AT DAUPHIN, THENCE 0.7 MILE NORTHEAST ALONG STATE HIGHWAY
 KW1106'443, SET AT THE INTERSECTION OF THE HIGHWAY AND A SIDE ROAD LEADING
 KW1106'NORTH, IN THE CENTER OF THE SOUTHEAST STONE HEADWALL OF A STONE
 KW1106'BRIDGE, 51.7 FEET EAST OF THE CENTERLINE OF THE ROADS, 24.6 FEET
 KW1106'SOUTHWEST OF POLE NO. 17, 11.5 FEET SOUTHWEST OF THE CENTERLINE
 KW1106'OF THE HIGHWAY.  A STANDARD DISK.
 KW1106
 KW1106                          STATION RECOVERY (2001)
 KW1106
 KW1106'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (SMM)
 KW1106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1131 ***********************************************************************
 KW1131  DESIGNATION -  A 177
 KW1131  PID         -  KW1131
 KW1131  STATE/COUNTY-  PA/LEBANON
 KW1131  USGS QUAD   -  INDIANTOWN GAP (1977)
 KW1131
 KW1131                         *CURRENT SURVEY CONTROL
 KW1131  ___________________________________________________________________
 KW1131* NAD 83(1986)-  40 29 02.     (N)    076 32 36.     (W)     SCALED    
 KW1131* NAVD 88     -       143.565  (meters)     471.01   (feet)  ADJUSTED  
 KW1131  ___________________________________________________________________
 KW1131  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KW1131  DYNAMIC HT  -         143.494 (meters)     470.78  (feet)  COMP
 KW1131  MODELED GRAV-     980,127.5   (mgal)                       NAVD 88
 KW1131
 KW1131  VERT ORDER  -  SECOND    CLASS 0
 KW1131
 KW1131.The horizontal coordinates were scaled from a topographic map and have
 KW1131.an estimated accuracy of +/- 6 seconds.
 KW1131
 KW1131.The orthometric height was determined by differential leveling
 KW1131.and adjusted by the National Geodetic Survey in June 1991..
 KW1131
 KW1131.The geoid height was determined by GEOID03.
 KW1131
 KW1131.The dynamic height is computed by dividing the NAVD 88
 KW1131.geopotential number by the normal gravity value computed on the
 KW1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1131.degrees latitude (g = 980.6199 gals.).
 KW1131
 KW1131.The modeled gravity was interpolated from observed gravity values.
 KW1131
 KW1131;                    North         East    Units  Estimated Accuracy
 KW1131;SPC PA S     -   128,450.      702,300.      MT  (+/- 180 meters Scaled)
 KW1131
 KW1131                          SUPERSEDED SURVEY CONTROL
 KW1131
 KW1131  NGVD 29 (??/??/??)  143.767  (m)          471.68   (f) ADJUSTED    2 0
 KW1131
 KW1131.Superseded values are not recommended for survey control.
 KW1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1131.See file dsdata.txt to determine how the superseded data were derived.
 KW1131
 KW1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK691826(NAD 83)
 KW1131_MARKER: DB = BENCH MARK DISK
 KW1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1131_STAMPING: A 177 1942
 KW1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1131+STABILITY: SURFACE MOTION
 KW1131_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1131+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2004
 KW1131
 KW1131  HISTORY     - Date     Condition        Report By
 KW1131  HISTORY     - 1942     MONUMENTED       CGS
 KW1131  HISTORY     - 1960     GOOD             CGS
 KW1131  HISTORY     - 1967     GOOD             CGS
 KW1131  HISTORY     - 20040307 GOOD             GEOCAC
 KW1131
 KW1131                          STATION DESCRIPTION
 KW1131
 KW1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1131'0.4 MI W FROM GREEN POINT.
 KW1131'ABOUT 0.4 MILE WEST ALONG STATE HIGHWAY 443 FROM THE JUNCTION
 KW1131'OF STATE HIGHWAY 72 AT GREEN POINT, ABOUT 0.6 MILE NORTHEAST
 KW1131'OF THE CHURCH AND THE ABANDONED SCHOOL AT GREEN POINT, 46 FEET
 KW1131'SOUTH OF THE SOUTH CORNER OF A WHITE FRAME HOUSE, 33 FEET
 KW1131'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3 1/2 FEET SOUTHWEST
 KW1131'OF A FENCE CORNER, 2 FEET WEST OF A FENCE LINE, SET IN THE TOP
 KW1131'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 KW1131'GROUND.
 KW1131
 KW1131                          STATION RECOVERY (1967)
 KW1131
 KW1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KW1131'RECOVERED IN GOOD CONDITION.
 KW1131
 KW1131                          STATION RECOVERY (2004)
 KW1131
 KW1131'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1131'RT 443 HAS BEEN REROUTED AND THE MARK IS NO LONGER BESIDE THE ROAD.
 KW1131'OLD 443 IS NOW A WALKING TRAIL. THE MARK IS APPROXIMATELY 475 FEET NNW
 KW1131'OF NEW 443 WHERE OLD 443 TURNS NNW. THE WHITE HOUSE NO LONGER EXISTS
 KW1131'BUT THERE IS EVIDENCE OF THE FENCE CORNER. THE WITNESS POST STILL
 KW1131'EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1185 ***********************************************************************
 KW1185  DESIGNATION -  A 178
 KW1185  PID         -  KW1185
 KW1185  STATE/COUNTY-  PA/DAUPHIN
 KW1185  USGS QUAD   -  ENDERS (1974)
 KW1185
 KW1185                         *CURRENT SURVEY CONTROL
 KW1185  ___________________________________________________________________
 KW1185* NAD 83(1986)-  40 27 19.     (N)    076 46 01.     (W)     SCALED    
 KW1185* NAVD 88     -       178.880  (meters)     586.88   (feet)  ADJUSTED  
 KW1185  ___________________________________________________________________
 KW1185  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KW1185  DYNAMIC HT  -         178.790 (meters)     586.58  (feet)  COMP
 KW1185  MODELED GRAV-     980,122.8   (mgal)                       NAVD 88
 KW1185
 KW1185  VERT ORDER  -  SECOND    CLASS 0
 KW1185
 KW1185.The horizontal coordinates were scaled from a topographic map and have
 KW1185.an estimated accuracy of +/- 6 seconds.
 KW1185
 KW1185.The orthometric height was determined by differential leveling
 KW1185.and adjusted by the National Geodetic Survey in June 1991..
 KW1185
 KW1185.The geoid height was determined by GEOID03.
 KW1185
 KW1185.The dynamic height is computed by dividing the NAVD 88
 KW1185.geopotential number by the normal gravity value computed on the
 KW1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1185.degrees latitude (g = 980.6199 gals.).
 KW1185
 KW1185.The modeled gravity was interpolated from observed gravity values.
 KW1185
 KW1185;                    North         East    Units  Estimated Accuracy
 KW1185;SPC PA S     -   125,040.      683,380.      MT  (+/- 180 meters Scaled)
 KW1185
 KW1185                          SUPERSEDED SURVEY CONTROL
 KW1185
 KW1185  NGVD 29 (??/??/??)  179.117  (m)          587.65   (f) ADJUSTED    2 0
 KW1185
 KW1185.Superseded values are not recommended for survey control.
 KW1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1185.See file dsdata.txt to determine how the superseded data were derived.
 KW1185
 KW1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK501797(NAD 83)
 KW1185_MARKER: DB = BENCH MARK DISK
 KW1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1185_STAMPING: A 178 1942
 KW1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1185+STABILITY: SURFACE MOTION
 KW1185_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1185+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2004
 KW1185
 KW1185  HISTORY     - Date     Condition        Report By
 KW1185  HISTORY     - 1942     MONUMENTED       CGS
 KW1185  HISTORY     - 20040915 GOOD             GEOCAC
 KW1185
 KW1185                          STATION DESCRIPTION
 KW1185
 KW1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1185'3.7 MI S FROM CARSONVILLE.
 KW1185'3.7 MILES SOUTH ALONG THE COUNTY ROAD FROM THE SCHOOL AT CARSONVILLE,
 KW1185'SET AT THE INTERSECTION OF EAST-AND WEST ROAD AND THE ROAD LEADING
 KW1185'NORTH INTO PETERS MOUNTAIN, 82.5 FEET SOUTHEAST OF THE CENTERLINE
 KW1185'OF THE TWO ROADS, 63 FEET SOUTH OF THE CENTERLINE OF THE
 KW1185'EAST-AND-WEST ROAD, 17 FEET SOUTHEAST OF A 12-INCH OAK TREE
 KW1185'WITH A TRIANGULAR BLAZE ON THE NORTHSIDE OF TREE.  A STANDARD
 KW1185'DISK SET IN TOP OF A CONCRETE POST.
 KW1185
 KW1185                          STATION RECOVERY (2004)
 KW1185
 KW1185'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1185'STATE HIGHWAY 225 IS NOW 325. MARK IS 62 FEET SOUTH OF THE CENTERLINE
 KW1185'OF ROUTE 325, 51.3 FEET SOUTHWEST OF POWER POLE 27354 S41020, 8 FEET
 KW1185'SOUTHWEST OF A 14 INCH OAK TREE AND 15.5 FEET SOUTHEAST OF A 20 INCH
 KW1185'OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2583 ***********************************************************************
 KV2583  DESIGNATION -  A 179
 KV2583  PID         -  KV2583
 KV2583  STATE/COUNTY-  PA/BERKS
 KV2583  USGS QUAD   -  KUTZTOWN (1974)
 KV2583
 KV2583                         *CURRENT SURVEY CONTROL
 KV2583  ___________________________________________________________________
 KV2583* NAD 83(1986)-  40 34 40.     (N)    075 48 55.     (W)     SCALED    
 KV2583* NAVD 88     -       185.970  (meters)     610.14   (feet)  ADJUSTED  
 KV2583  ___________________________________________________________________
 KV2583  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 KV2583  DYNAMIC HT  -         185.875 (meters)     609.82  (feet)  COMP
 KV2583  MODELED GRAV-     980,111.3   (mgal)                       NAVD 88
 KV2583
 KV2583  VERT ORDER  -  SECOND    CLASS 0
 KV2583
 KV2583.The horizontal coordinates were scaled from a topographic map and have
 KV2583.an estimated accuracy of +/- 6 seconds.
 KV2583
 KV2583.The orthometric height was determined by differential leveling
 KV2583.and adjusted by the National Geodetic Survey in June 1991..
 KV2583
 KV2583.The geoid height was determined by GEOID03.
 KV2583
 KV2583.The dynamic height is computed by dividing the NAVD 88
 KV2583.geopotential number by the normal gravity value computed on the
 KV2583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2583.degrees latitude (g = 980.6199 gals.).
 KV2583
 KV2583.The modeled gravity was interpolated from observed gravity values.
 KV2583
 KV2583;                    North         East    Units  Estimated Accuracy
 KV2583;SPC PA S     -   139,970.      763,790.      MT  (+/- 180 meters Scaled)
 KV2583
 KV2583                          SUPERSEDED SURVEY CONTROL
 KV2583
 KV2583  NGVD 29 (??/??/??)  186.161  (m)          610.76   (f) ADJUSTED    2 0
 KV2583
 KV2583.Superseded values are not recommended for survey control.
 KV2583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2583.See file dsdata.txt to determine how the superseded data were derived.
 KV2583
 KV2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK309922(NAD 83)
 KV2583_MARKER: DB = BENCH MARK DISK
 KV2583_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2583_SP_SET: BRIDGE
 KV2583_STAMPING: A 179 1942
 KV2583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2583+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 KV2583
 KV2583  HISTORY     - Date     Condition        Report By
 KV2583  HISTORY     - 1942     MONUMENTED       CGS
 KV2583  HISTORY     - 1960     GOOD             CGS
 KV2583  HISTORY     - 1987     GOOD             USPSQD
 KV2583  HISTORY     - 19991114 GOOD             USPSQD
 KV2583  HISTORY     - 20060311 GOOD             USPSQD
 KV2583
 KV2583                          STATION DESCRIPTION
 KV2583
 KV2583'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2583'1 MI W FROM KRUMSVILLE.
 KV2583'1.0 MILE WEST ALONG OLD U.S. HIGHWAY 22 FROM THE HOTEL AT
 KV2583'KRUMSVILLE, AT THE JUNCTION OF A PRIVATE ROAD LEADING SOUTH TO A
 KV2583'RESIDENCE, SET ON THE TOP OF THE NORTH END OF THE EAST CONCRETE
 KV2583'HEADWALL OF A SMALL CONCRETE BRIDGE, 35 FEET SOUTH OF THE CENTER
 KV2583'LINE OF THE OLD HIGHWAY, 9 FEET EAST OF THE CENTER LINE OF THE
 KV2583'DRIVEWAY AND ABOUT 1 FOOT ABOVE THE BRIDGE FLOOR.
 KV2583
 KV2583                          STATION RECOVERY (1987)
 KV2583
 KV2583'RECOVERY NOTE BY US POWER SQUADRON 1987 (MWD)
 KV2583'RECOVERED IN GOOD CONDITION.
 KV2583
 KV2583                          STATION RECOVERY (1999)
 KV2583
 KV2583'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV2583'RECOVERED IN GOOD CONDITION.
 KV2583
 KV2583                          STATION RECOVERY (2006)
 KV2583
 KV2583'RECOVERY NOTE BY US POWER SQUADRON 2006 (MAM)
 KV2583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1027 ***********************************************************************
 LZ1027  DESIGNATION -  A 18
 LZ1027  PID         -  LZ1027
 LZ1027  STATE/COUNTY-  PA/CLINTON
 LZ1027  USGS QUAD   -  LOCK HAVEN (1986)
 LZ1027
 LZ1027                         *CURRENT SURVEY CONTROL
 LZ1027  ___________________________________________________________________
 LZ1027* NAD 83(1986)-  41 09 12.     (N)    077 28 13.     (W)     SCALED    
 LZ1027* NAVD 88     -       174.359  (meters)     572.04   (feet)  ADJUSTED  
 LZ1027  ___________________________________________________________________
 LZ1027  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 LZ1027  DYNAMIC HT  -         174.279 (meters)     571.78  (feet)  COMP
 LZ1027  MODELED GRAV-     980,163.6   (mgal)                       NAVD 88
 LZ1027
 LZ1027  VERT ORDER  -  SECOND    CLASS 0
 LZ1027
 LZ1027.The horizontal coordinates were scaled from a topographic map and have
 LZ1027.an estimated accuracy of +/- 6 seconds.
 LZ1027
 LZ1027.The orthometric height was determined by differential leveling
 LZ1027.and adjusted by the National Geodetic Survey in June 1991..
 LZ1027
 LZ1027.The geoid height was determined by GEOID03.
 LZ1027
 LZ1027.The dynamic height is computed by dividing the NAVD 88
 LZ1027.geopotential number by the normal gravity value computed on the
 LZ1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1027.degrees latitude (g = 980.6199 gals.).
 LZ1027
 LZ1027.The modeled gravity was interpolated from observed gravity values.
 LZ1027
 LZ1027;                    North         East    Units  Estimated Accuracy
 LZ1027;SPC PA N     -   109,610.      623,480.      MT  (+/- 180 meters Scaled)
 LZ1027
 LZ1027                          SUPERSEDED SURVEY CONTROL
 LZ1027
 LZ1027  NGVD 29 (??/??/92)  174.560  (m)          572.70   (f) ADJ UNCH    2 0
 LZ1027
 LZ1027.Superseded values are not recommended for survey control.
 LZ1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1027.See file dsdata.txt to determine how the superseded data were derived.
 LZ1027
 LZ1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL927587(NAD 83)
 LZ1027_MARKER: DB = BENCH MARK DISK
 LZ1027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1027_SP_SET: CULVERT
 LZ1027_STAMPING: A 18 1934
 LZ1027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1027
 LZ1027  HISTORY     - Date     Condition        Report By
 LZ1027  HISTORY     - 1934     MONUMENTED       CGS
 LZ1027
 LZ1027                          STATION DESCRIPTION
 LZ1027
 LZ1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1027'1 MI W FROM LOCK HAVEN.
 LZ1027'ABOUT 1.0 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LZ1027'STATE TEACHERS COLLEGE AT LOCK HAVEN, CLINTON COUNTY, AT A 27-FOOT
 LZ1027'STONE ARCH CULVERT, IN THE TOP OF THE NORTH STONE PARAPET, 12
 LZ1027'FEET WEST OF THE EAST END, 5 FEET NORTH OF THE CENTER LINE
 LZ1027'OF THE WEST-BOUND TRACK, AND ABOUT 1-1/2 FEET LOWER THAN THE
 LZ1027'TOP OF THE RAIL.  A STANDARD DISK, STAMPED A 18 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1615 ***********************************************************************
 KV1615  DESIGNATION -  A 180
 KV1615  PID         -  KV1615
 KV1615  STATE/COUNTY-  PA/NORTHAMPTON
 KV1615  USGS QUAD   -  BANGOR (1994)
 KV1615
 KV1615                         *CURRENT SURVEY CONTROL
 KV1615  ___________________________________________________________________
 KV1615* NAD 83(1986)-  40 52 26.     (N)    075 10 21.     (W)     SCALED    
 KV1615* NAVD 88     -       208.095  (meters)     682.73   (feet)  ADJUSTED  
 KV1615  ___________________________________________________________________
 KV1615  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 KV1615  DYNAMIC HT  -         207.999 (meters)     682.41  (feet)  COMP
 KV1615  MODELED GRAV-     980,155.7   (mgal)                       NAVD 88
 KV1615
 KV1615  VERT ORDER  -  SECOND    CLASS 0
 KV1615
 KV1615.The horizontal coordinates were scaled from a topographic map and have
 KV1615.an estimated accuracy of +/- 6 seconds.
 KV1615
 KV1615.The orthometric height was determined by differential leveling
 KV1615.and adjusted by the National Geodetic Survey in June 1991..
 KV1615
 KV1615.The geoid height was determined by GEOID03.
 KV1615
 KV1615.The dynamic height is computed by dividing the NAVD 88
 KV1615.geopotential number by the normal gravity value computed on the
 KV1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1615.degrees latitude (g = 980.6199 gals.).
 KV1615
 KV1615.The modeled gravity was interpolated from observed gravity values.
 KV1615
 KV1615;                    North         East    Units  Estimated Accuracy
 KV1615;SPC PA S     -   174,230.      817,240.      MT  (+/- 180 meters Scaled)
 KV1615
 KV1615                          SUPERSEDED SURVEY CONTROL
 KV1615
 KV1615  NGVD 29 (??/??/??)  208.280  (m)          683.33   (f) ADJUSTED    2 0
 KV1615
 KV1615.Superseded values are not recommended for survey control.
 KV1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1615.See file dsdata.txt to determine how the superseded data were derived.
 KV1615
 KV1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL854247(NAD 83)
 KV1615_MARKER: DB = BENCH MARK DISK
 KV1615_SETTING: 80 = SET IN A BOULDER
 KV1615_SP_SET: BOULDER
 KV1615_STAMPING: A 180 1942
 KV1615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1615+STABILITY: SURFACE MOTION
 KV1615
 KV1615  HISTORY     - Date     Condition        Report By
 KV1615  HISTORY     - 1942     MONUMENTED       CGS
 KV1615  HISTORY     - 19940616 MARK NOT FOUND   USPSQD
 KV1615  HISTORY     - 19950118 MARK NOT FOUND   NJGS
 KV1615  HISTORY     - 20030126 MARK NOT FOUND   USPSQD
 KV1615
 KV1615                          STATION DESCRIPTION
 KV1615
 KV1615'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1615'0.8 MI SW FROM EAST BANGOR.
 KV1615'0.5 MILE SOUTHWEST ALONG A TAR ROAD FROM THE JUNCTION OF STATE
 KV1615'HIGHWAY 712 ABOUT 0.3 MILE EAST OF THE PUBLIC SCHOOL AT EAST
 KV1615'BANGOR, NORTHAMPTON COUNTY, ABOUT 575 FEET SOUTHWEST ACROSS THE
 KV1615'ROAD FROM A 2-STORY WHITE HOUSE, 89.1 FEET SOUTH ACROSS THE ROAD
 KV1615'FROM A POWER-TRANSMISSION LINE POLE, 54.4 FEET SOUTH OF THE
 KV1615'CENTER LINE OF THE ROAD, 30.3 FEET SOUTH OF A WIRE FENCE, ABOUT
 KV1615'4 FEET LOWER THAN THE ROAD, AND IN THE TOP OF A BOULDER.  A
 KV1615'STANDARD DISK, STAMPED A 180 1942.
 KV1615
 KV1615                          STATION RECOVERY (1994)
 KV1615
 KV1615'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1615'MARK NOT FOUND.
 KV1615
 KV1615                          STATION RECOVERY (1995)
 KV1615
 KV1615'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1615'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV1615'SEARCH BY A TWO MAN PARTY.
 KV1615
 KV1615                          STATION RECOVERY (2003)
 KV1615
 KV1615'RECOVERY NOTE BY US POWER SQUADRON 2003 (DHS)
 KV1615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2341 ***********************************************************************
 KV2341  DESIGNATION -  A 181
 KV2341  PID         -  KV2341
 KV2341  STATE/COUNTY-  PA/MONTGOMERY
 KV2341  USGS QUAD   -  SASSAMANSVILLE (1990)
 KV2341
 KV2341                         *CURRENT SURVEY CONTROL
 KV2341  ___________________________________________________________________
 KV2341* NAD 83(1986)-  40 19 37.     (N)    075 37 21.     (W)     SCALED    
 KV2341* NAVD 88     -       106.771  (meters)     350.30   (feet)  ADJUSTED  
 KV2341  ___________________________________________________________________
 KV2341  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 KV2341  DYNAMIC HT  -         106.717 (meters)     350.12  (feet)  COMP
 KV2341  MODELED GRAV-     980,114.0   (mgal)                       NAVD 88
 KV2341
 KV2341  VERT ORDER  -  SECOND    CLASS 0
 KV2341
 KV2341.The horizontal coordinates were scaled from a topographic map and have
 KV2341.an estimated accuracy of +/- 6 seconds.
 KV2341
 KV2341.The orthometric height was determined by differential leveling
 KV2341.and adjusted by the National Geodetic Survey in June 1991..
 KV2341
 KV2341.The geoid height was determined by GEOID03.
 KV2341
 KV2341.The dynamic height is computed by dividing the NAVD 88
 KV2341.geopotential number by the normal gravity value computed on the
 KV2341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2341.degrees latitude (g = 980.6199 gals.).
 KV2341
 KV2341.The modeled gravity was interpolated from observed gravity values.
 KV2341
 KV2341;                    North         East    Units  Estimated Accuracy
 KV2341;SPC PA S     -   112,500.      780,780.      MT  (+/- 180 meters Scaled)
 KV2341
 KV2341                          SUPERSEDED SURVEY CONTROL
 KV2341
 KV2341  NGVD 29 (??/??/??)  107.030  (m)          351.15   (f) ADJUSTED    2 0
 KV2341
 KV2341.Superseded values are not recommended for survey control.
 KV2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2341.See file dsdata.txt to determine how the superseded data were derived.
 KV2341
 KV2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK471642(NAD 83)
 KV2341_MARKER: DB = BENCH MARK DISK
 KV2341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2341_STAMPING: A 181 1942
 KV2341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2341+STABILITY: SURFACE MOTION
 KV2341
 KV2341  HISTORY     - Date     Condition        Report By
 KV2341  HISTORY     - 1942     MONUMENTED       CGS
 KV2341  HISTORY     - 1956     MARK NOT FOUND   CGS
 KV2341  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV2341  HISTORY     - 20021106 MARK NOT FOUND   USPSQD
 KV2341  HISTORY     - 20041201 MARK NOT FOUND   USPSQD
 KV2341
 KV2341                          STATION DESCRIPTION
 KV2341
 KV2341'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2341'1 MI SE FROM BOYERTOWN.
 KV2341'ABOUT 1.0 MILE SOUTHEAST ALONG HIGHWAY NO. 73 FROM THE POST
 KV2341'OFFICE AT BOYERTOWN, ABOUT 350 FEET SOUTHEAST OF A LARGE BRICK
 KV2341'BARN, 34 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1.4 FEET
 KV2341'SOUTH OF A WHITE POST STENCILED U.S.B.M., A STANDARD DISK SET IN
 KV2341'A CONCRETE POST ALONG A FENCE LINE.
 KV2341
 KV2341                          STATION RECOVERY (1956)
 KV2341
 KV2341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 KV2341'MARK NOT FOUND.
 KV2341
 KV2341                          STATION RECOVERY (1990)
 KV2341
 KV2341'RECOVERY NOTE BY US POWER SQUADRON 1990 (JDC)
 KV2341'MARK NOT FOUND.
 KV2341
 KV2341                          STATION RECOVERY (2002)
 KV2341
 KV2341'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KV2341'MARK NOT FOUND.
 KV2341
 KV2341                          STATION RECOVERY (2004)
 KV2341
 KV2341'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEQ)
 KV2341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1769 ***********************************************************************
 KV1769  DESIGNATION -  A 182
 KV1769  PID         -  KV1769
 KV1769  STATE/COUNTY-  PA/LEHIGH
 KV1769  USGS QUAD   -  ALLENTOWN WEST (1992)
 KV1769
 KV1769                         *CURRENT SURVEY CONTROL
 KV1769  ___________________________________________________________________
 KV1769* NAD 83(1986)-  40 31 10.     (N)    075 30 10.     (W)     SCALED    
 KV1769* NAVD 88     -       157.897  (meters)     518.03   (feet)  ADJUSTED  
 KV1769  ___________________________________________________________________
 KV1769  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 KV1769  DYNAMIC HT  -         157.818 (meters)     517.77  (feet)  COMP
 KV1769  MODELED GRAV-     980,118.8   (mgal)                       NAVD 88
 KV1769
 KV1769  VERT ORDER  -  SECOND    CLASS 0
 KV1769
 KV1769.The horizontal coordinates were scaled from a topographic map and have
 KV1769.an estimated accuracy of +/- 6 seconds.
 KV1769
 KV1769.The orthometric height was determined by differential leveling
 KV1769.and adjusted by the National Geodetic Survey in June 1991..
 KV1769
 KV1769.The geoid height was determined by GEOID03.
 KV1769
 KV1769.The dynamic height is computed by dividing the NAVD 88
 KV1769.geopotential number by the normal gravity value computed on the
 KV1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1769.degrees latitude (g = 980.6199 gals.).
 KV1769
 KV1769.The modeled gravity was interpolated from observed gravity values.
 KV1769
 KV1769;                    North         East    Units  Estimated Accuracy
 KV1769;SPC PA S     -   134,120.      790,410.      MT  (+/- 180 meters Scaled)
 KV1769
 KV1769                          SUPERSEDED SURVEY CONTROL
 KV1769
 KV1769  NGVD 29 (??/??/??)  158.107  (m)          518.72   (f) ADJUSTED    2 0
 KV1769
 KV1769.Superseded values are not recommended for survey control.
 KV1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1769.See file dsdata.txt to determine how the superseded data were derived.
 KV1769
 KV1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK574855(NAD 83)
 KV1769_MARKER: DB = BENCH MARK DISK
 KV1769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1769_STAMPING: A 182 1942
 KV1769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1769+STABILITY: SURFACE MOTION
 KV1769
 KV1769  HISTORY     - Date     Condition        Report By
 KV1769  HISTORY     - 1942     MONUMENTED       CGS
 KV1769  HISTORY     - 1957     MARK NOT FOUND   CGS
 KV1769  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KV1769
 KV1769                          STATION DESCRIPTION
 KV1769
 KV1769'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1769'1.2 MI S FROM EMMAUS.
 KV1769'1.2 MILES SOUTH ALONG THE READING CO. BRANCH LINE FROM THE
 KV1769'STATION EMMAUS, AT A PRIVATE ROAD CROSSING, 35 FEET SOUTH OF
 KV1769'THE CENTER LINE OF THE PRIVATE ROAD, 18 FEET EAST OF THE CENTER
 KV1769'LINE OF THE TRACK, 1.5 FEET WEST OF A WHITE POST STENCILED
 KV1769'U.S.B.M., A STANDARD DISK SET IN A CONCRETE POST.
 KV1769
 KV1769                          STATION RECOVERY (1957)
 KV1769
 KV1769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 KV1769'MARK NOT FOUND.
 KV1769
 KV1769                          STATION RECOVERY (2001)
 KV1769
 KV1769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV1769'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2108 ***********************************************************************
 KV2108  DESIGNATION -  A 184 PADH
 KV2108  PID         -  KV2108
 KV2108  STATE/COUNTY-  PA/MONTGOMERY
 KV2108  USGS QUAD   -  COLLEGEVILLE (1992)
 KV2108
 KV2108                         *CURRENT SURVEY CONTROL
 KV2108  ___________________________________________________________________
 KV2108* NAD 83(1986)-  40 14 55.     (N)    075 27 21.     (W)     SCALED    
 KV2108* NAVD 88     -        41.347  (meters)     135.65   (feet)  ADJUSTED  
 KV2108  ___________________________________________________________________
 KV2108  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 KV2108  DYNAMIC HT  -          41.326 (meters)     135.58  (feet)  COMP
 KV2108  MODELED GRAV-     980,123.0   (mgal)                       NAVD 88
 KV2108
 KV2108  VERT ORDER  -  SECOND    CLASS 0
 KV2108
 KV2108.The horizontal coordinates were scaled from a topographic map and have
 KV2108.an estimated accuracy of +/- 6 seconds.
 KV2108
 KV2108.The orthometric height was determined by differential leveling
 KV2108.and adjusted by the National Geodetic Survey in June 1991..
 KV2108
 KV2108.The geoid height was determined by GEOID03.
 KV2108
 KV2108.The dynamic height is computed by dividing the NAVD 88
 KV2108.geopotential number by the normal gravity value computed on the
 KV2108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2108.degrees latitude (g = 980.6199 gals.).
 KV2108
 KV2108.The modeled gravity was interpolated from observed gravity values.
 KV2108
 KV2108;                    North         East    Units  Estimated Accuracy
 KV2108;SPC PA S     -   104,160.      795,170.      MT  (+/- 180 meters Scaled)
 KV2108
 KV2108                          SUPERSEDED SURVEY CONTROL
 KV2108
 KV2108  NGVD 29 (??/??/??)   41.642  (m)          136.62   (f) ADJUSTED    2 0
 KV2108
 KV2108.Superseded values are not recommended for survey control.
 KV2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2108.See file dsdata.txt to determine how the superseded data were derived.
 KV2108
 KV2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK612554(NAD 83)
 KV2108_MARKER: DD = SURVEY DISK
 KV2108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2108_SP_SET: BRIDGE WALL
 KV2108_STAMPING: A 184 1942
 KV2108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2108
 KV2108  HISTORY     - Date     Condition        Report By
 KV2108  HISTORY     - 1942     MONUMENTED       PADH
 KV2108  HISTORY     - 1942     GOOD             CGS
 KV2108  HISTORY     - 1988     GOOD             USPSQD
 KV2108
 KV2108                          STATION DESCRIPTION
 KV2108
 KV2108'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2108'0.5 MI SE FROM SCHWENKVILLE.
 KV2108'0.5 MILE SOUTHEAST ALONG HIGHWAY NO. 73 FROM THE FIRE DEPT.
 KV2108'STATION AT SCHWENKVILLE, 22 FEET EAST OF THE CENTER LINE OF THE
 KV2108'HIGHWAY, A PENNA. HIGHWAY DEPT. DISK SET IN THE TOP OF THE
 KV2108'SOUTHEAST WING WALL OF A CONCRETE BRIDGE OVER BRANCH CREEK.
 KV2108
 KV2108                          STATION RECOVERY (1988)
 KV2108
 KV2108'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDC)
 KV2108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1729 ***********************************************************************
 KV1729  DESIGNATION -  A 185
 KV1729  PID         -  KV1729
 KV1729  STATE/COUNTY-  PA/BUCKS
 KV1729  USGS QUAD   -  HELLERTOWN (1992)
 KV1729
 KV1729                         *CURRENT SURVEY CONTROL
 KV1729  ___________________________________________________________________
 KV1729* NAD 83(1986)-  40 32 55.     (N)    075 18 50.     (W)     SCALED    
 KV1729* NAVD 88     -       140.263  (meters)     460.18   (feet)  ADJUSTED  
 KV1729  ___________________________________________________________________
 KV1729  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 KV1729  DYNAMIC HT  -         140.194 (meters)     459.95  (feet)  COMP
 KV1729  MODELED GRAV-     980,129.6   (mgal)                       NAVD 88
 KV1729
 KV1729  VERT ORDER  -  SECOND    CLASS 0
 KV1729
 KV1729.The horizontal coordinates were scaled from a topographic map and have
 KV1729.an estimated accuracy of +/- 6 seconds.
 KV1729
 KV1729.The orthometric height was determined by differential leveling
 KV1729.and adjusted by the National Geodetic Survey in June 1991..
 KV1729
 KV1729.The geoid height was determined by GEOID03.
 KV1729
 KV1729.The dynamic height is computed by dividing the NAVD 88
 KV1729.geopotential number by the normal gravity value computed on the
 KV1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1729.degrees latitude (g = 980.6199 gals.).
 KV1729
 KV1729.The modeled gravity was interpolated from observed gravity values.
 KV1729
 KV1729;                    North         East    Units  Estimated Accuracy
 KV1729;SPC PA S     -   137,790.      806,320.      MT  (+/- 180 meters Scaled)
 KV1729
 KV1729                          SUPERSEDED SURVEY CONTROL
 KV1729
 KV1729  NGVD 29 (??/??/??)  140.496  (m)          460.94   (f) ADJUSTED    2 0
 KV1729
 KV1729.Superseded values are not recommended for survey control.
 KV1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1729.See file dsdata.txt to determine how the superseded data were derived.
 KV1729
 KV1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK734886(NAD 83)
 KV1729_MARKER: DB = BENCH MARK DISK
 KV1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1729_STAMPING: A 185 1942
 KV1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1729+STABILITY: SURFACE MOTION
 KV1729
 KV1729  HISTORY     - Date     Condition        Report By
 KV1729  HISTORY     - 1942     MONUMENTED       CGS
 KV1729  HISTORY     - 1963     GOOD             CGS
 KV1729  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 KV1729
 KV1729                          STATION DESCRIPTION
 KV1729
 KV1729'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1729'1.9 MI SW FROM SPRINGTOWN.
 KV1729'1.9 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 412 FROM THE POST
 KV1729'OFFICE AT SPRINGTOWN, ABOUT 0.1 MILE SOUTHEAST OF THE
 KV1729'NORTHAMPTON-BUCKS COUNTY LINE, 52 FEET NORTHEAST OF THE CENTER LINE
 KV1729'OF THE HIGHWAY, 32 FEET SOUTHEAST OF THE CENTER LINE OF A DIRT
 KV1729'ROAD LEADING NORTHEAST INTO A FIELD, ALONG A PROPERTY LINE
 KV1729'FENCE, 8 FEET EAST OF AN 8-INCH LOCUST TREE, AND 1 FOOT WEST OF A
 KV1729'STANDARD REFERENCE POST.  A STANDARD DISK, SET IN THE TOP OF A
 KV1729'CONCRETE POST.
 KV1729
 KV1729                          STATION RECOVERY (1963)
 KV1729
 KV1729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 KV1729'RECOVERED IN GOOD CONDITION.
 KV1729
 KV1729                          STATION RECOVERY (2004)
 KV1729
 KV1729'RECOVERY NOTE BY US POWER SQUADRON 2004 (EG)
 KV1729'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2057 ***********************************************************************
 KV2057  DESIGNATION -  A 186
 KV2057  PID         -  KV2057
 KV2057  STATE/COUNTY-  PA/BUCKS
 KV2057  USGS QUAD   -  BEDMINSTER (1992)
 KV2057
 KV2057                         *CURRENT SURVEY CONTROL
 KV2057  ___________________________________________________________________
 KV2057* NAD 83(1986)-  40 27 40.     (N)    075 09 15.     (W)     SCALED    
 KV2057* NAVD 88     -       103.103  (meters)     338.26   (feet)  ADJUSTED  
 KV2057  ___________________________________________________________________
 KV2057  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 KV2057  DYNAMIC HT  -         103.052 (meters)     338.10  (feet)  COMP
 KV2057  MODELED GRAV-     980,132.3   (mgal)                       NAVD 88
 KV2057
 KV2057  VERT ORDER  -  SECOND    CLASS 0
 KV2057
 KV2057.The horizontal coordinates were scaled from a topographic map and have
 KV2057.an estimated accuracy of +/- 6 seconds.
 KV2057
 KV2057.The orthometric height was determined by differential leveling
 KV2057.and adjusted by the National Geodetic Survey in June 1991..
 KV2057
 KV2057.The geoid height was determined by GEOID03.
 KV2057
 KV2057.The dynamic height is computed by dividing the NAVD 88
 KV2057.geopotential number by the normal gravity value computed on the
 KV2057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2057.degrees latitude (g = 980.6199 gals.).
 KV2057
 KV2057.The modeled gravity was interpolated from observed gravity values.
 KV2057
 KV2057;                    North         East    Units  Estimated Accuracy
 KV2057;SPC PA S     -   128,460.      820,130.      MT  (+/- 180 meters Scaled)
 KV2057
 KV2057                          SUPERSEDED SURVEY CONTROL
 KV2057
 KV2057  NGVD 29 (??/??/??)  103.359  (m)          339.10   (f) ADJUSTED    2 0
 KV2057
 KV2057.Superseded values are not recommended for survey control.
 KV2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2057.See file dsdata.txt to determine how the superseded data were derived.
 KV2057
 KV2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK869789(NAD 83)
 KV2057_MARKER: DB = BENCH MARK DISK
 KV2057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2057_STAMPING: A 186 1942
 KV2057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2057+STABILITY: SURFACE MOTION
 KV2057_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2057+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 KV2057
 KV2057  HISTORY     - Date     Condition        Report By
 KV2057  HISTORY     - 1942     MONUMENTED       CGS
 KV2057  HISTORY     - 20050816 GOOD             INDIV
 KV2057
 KV2057                          STATION DESCRIPTION
 KV2057
 KV2057'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2057'1 MI S FROM OTTSVILLE.
 KV2057'1.0 MILE SOUTH ALONG U.S. HIGHWAY NO. 611 FROM THE POST OFFICE
 KV2057'AT OTTSVILLE AT AN INTERSECTION OF THE HIGHWAY AND A GRAVEL
 KV2057'ROAD LEADING WEST, 36 FEET WEST OF THE CENTER LINE OF THE
 KV2057'HIGHWAY, 22 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 7
 KV2057'FEET EAST OF A 24-INCH WILLOW TREE, 5 FEET WEST OF ME CO. POLE
 KV2057'NO. TN 77, AND 1 FOOT EAST OF A STANDARD REFERENCE POST.  A
 KV2057'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 KV2057
 KV2057                          STATION RECOVERY (2005)
 KV2057
 KV2057'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (HBH)
 KV2057'RECOVERED AS DESCRIBED. NORTH-SOUTH ROAD (OLD U.S. ROUTE 611) IS NOW
 KV2057'KNOWN AS DURHAM ROAD. EAST-WEST ROAD IS NOW PAVED AND IS KNOWN AS FARM
 KV2057'SCHOOL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2079 ***********************************************************************
 KV2079  DESIGNATION -  A 187 PADH
 KV2079  PID         -  KV2079
 KV2079  STATE/COUNTY-  PA/BUCKS
 KV2079  USGS QUAD   -  BEDMINSTER (1992)
 KV2079
 KV2079                         *CURRENT SURVEY CONTROL
 KV2079  ___________________________________________________________________
 KV2079* NAD 83(1986)-  40 28 13.     (N)    075 12 37.     (W)     SCALED    
 KV2079* NAVD 88     -       105.918  (meters)     347.50   (feet)  ADJUSTED  
 KV2079  ___________________________________________________________________
 KV2079  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 KV2079  DYNAMIC HT  -         105.865 (meters)     347.33  (feet)  COMP
 KV2079  MODELED GRAV-     980,122.6   (mgal)                       NAVD 88
 KV2079
 KV2079  VERT ORDER  -  SECOND    CLASS 0
 KV2079
 KV2079.The horizontal coordinates were scaled from a topographic map and have
 KV2079.an estimated accuracy of +/- 6 seconds.
 KV2079
 KV2079.The orthometric height was determined by differential leveling
 KV2079.and adjusted by the National Geodetic Survey in June 1991..
 KV2079
 KV2079.The geoid height was determined by GEOID03.
 KV2079
 KV2079.The dynamic height is computed by dividing the NAVD 88
 KV2079.geopotential number by the normal gravity value computed on the
 KV2079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2079.degrees latitude (g = 980.6199 gals.).
 KV2079
 KV2079.The modeled gravity was interpolated from observed gravity values.
 KV2079
 KV2079;                    North         East    Units  Estimated Accuracy
 KV2079;SPC PA S     -   129,340.      815,340.      MT  (+/- 180 meters Scaled)
 KV2079
 KV2079                          SUPERSEDED SURVEY CONTROL
 KV2079
 KV2079  NGVD 29 (??/??/??)  106.188  (m)          348.39   (f) ADJUSTED    2 0
 KV2079
 KV2079.Superseded values are not recommended for survey control.
 KV2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2079.See file dsdata.txt to determine how the superseded data were derived.
 KV2079
 KV2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK821799(NAD 83)
 KV2079_MARKER: DD = SURVEY DISK
 KV2079_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2079_SP_SET: BRIDGE
 KV2079_STAMPING: A 187 1942
 KV2079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2079
 KV2079  HISTORY     - Date     Condition        Report By
 KV2079  HISTORY     - 1942     MONUMENTED       PADH
 KV2079  HISTORY     - 1942     GOOD             CGS
 KV2079  HISTORY     - 1973     POOR             NGS
 KV2079
 KV2079                          STATION DESCRIPTION
 KV2079
 KV2079'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2079'0.6 MI NE FROM KELLERS CHURCH POST OFFICE.
 KV2079'0.6 MILE NORTHEAST ALONG STATE HIGHWAY NO. 563 FROM THE
 KV2079'KELLERS CHURCH POST OFFICE, AT A CONCRETE BRIDGE NO. 10/06.66.
 KV2079'A P.D.H. BRONZE DISK, SET IN THE TOP OF THE NORTH WING WALL,
 KV2079'AND 17.4 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.
 KV2079'NOTE-- THIS BENCH MARK IS WITHIN THE LIMITS OF THE PROPOSED
 KV2079'NOCKAMIXON RESERVOIR.  BENCH MARK WILL BE UNDER WATER BY NOV
 KV2079'1973.
 KV2079
 KV2079                          STATION RECOVERY (1973)
 KV2079
 KV2079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KV2079'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2155 ***********************************************************************
 KV2155  DESIGNATION -  A 188
 KV2155  PID         -  KV2155
 KV2155  STATE/COUNTY-  PA/BUCKS
 KV2155  USGS QUAD   -  AMBLER (1983)
 KV2155
 KV2155                         *CURRENT SURVEY CONTROL
 KV2155  ___________________________________________________________________
 KV2155* NAD 83(1986)-  40 14 53.     (N)    075 10 06.     (W)     SCALED    
 KV2155* NAVD 88     -        99.117  (meters)     325.19   (feet)  ADJUSTED  
 KV2155  ___________________________________________________________________
 KV2155  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KV2155  DYNAMIC HT  -          99.069 (meters)     325.03  (feet)  COMP
 KV2155  MODELED GRAV-     980,133.7   (mgal)                       NAVD 88
 KV2155
 KV2155  VERT ORDER  -  SECOND    CLASS 0
 KV2155
 KV2155.The horizontal coordinates were scaled from a topographic map and have
 KV2155.an estimated accuracy of +/- 6 seconds.
 KV2155
 KV2155.The orthometric height was determined by differential leveling
 KV2155.and adjusted by the National Geodetic Survey in June 1991..
 KV2155
 KV2155.The geoid height was determined by GEOID03.
 KV2155
 KV2155.The dynamic height is computed by dividing the NAVD 88
 KV2155.geopotential number by the normal gravity value computed on the
 KV2155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2155.degrees latitude (g = 980.6199 gals.).
 KV2155
 KV2155.The modeled gravity was interpolated from observed gravity values.
 KV2155
 KV2155;                    North         East    Units  Estimated Accuracy
 KV2155;SPC PA S     -   104,780.      819,620.      MT  (+/- 180 meters Scaled)
 KV2155
 KV2155                          SUPERSEDED SURVEY CONTROL
 KV2155
 KV2155  NGVD 29 (??/??/??)   99.394  (m)          326.10   (f) ADJUSTED    2 0
 KV2155
 KV2155.Superseded values are not recommended for survey control.
 KV2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2155.See file dsdata.txt to determine how the superseded data were derived.
 KV2155
 KV2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK856553(NAD 83)
 KV2155_MARKER: DB = BENCH MARK DISK
 KV2155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2155_STAMPING: A 188 1942
 KV2155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2155+STABILITY: SURFACE MOTION
 KV2155
 KV2155  HISTORY     - Date     Condition        Report By
 KV2155  HISTORY     - 1942     MONUMENTED       CGS
 KV2155
 KV2155                          STATION DESCRIPTION
 KV2155
 KV2155'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2155'2 MI E FROM EUREKA.
 KV2155'0.9 MILE SOUTHEAST ALONG A BLACK TOP ROAD NO. 033 FROM THE POST
 KV2155'OFFICE AT EUREKA, THENCE 1.1 MILES NORTHEAST ALONG A GRAVEL
 KV2155'ROAD, AT AN INTERSECTION OF THE GRAVEL ROAD AND A BLACK TOP
 KV2155'ROAD NO. 040 LEADING SOUTHEAST, 43 FEET NORTHWEST OF THE CENTER
 KV2155'LINE OF THE GRAVEL ROAD, 36 FEET SOUTHWEST OF THE CENTER LINE
 KV2155'OF THE BLACK TOP ROAD, 15 FEET EAST OF A 20-INCH TRIANGLE-BLAZED
 KV2155'OAK TREE, AND 1.3 FEET EAST OF A STANDARD REFERENCE POST.  A
 KV2155'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1044 ***********************************************************************
 KV1044  DESIGNATION -  A 189
 KV1044  PID         -  KV1044
 KV1044  STATE/COUNTY-  PA/BUCKS
 KV1044  USGS QUAD   -  LAMBERTVILLE (1995)
 KV1044
 KV1044                         *CURRENT SURVEY CONTROL
 KV1044  ___________________________________________________________________
 KV1044* NAD 83(1986)-  40 16 43.     (N)    074 55 48.     (W)     SCALED    
 KV1044* NAVD 88     -        82.442  (meters)     270.48   (feet)  ADJUSTED  
 KV1044  ___________________________________________________________________
 KV1044  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 KV1044  DYNAMIC HT  -          82.402 (meters)     270.35  (feet)  COMP
 KV1044  MODELED GRAV-     980,142.9   (mgal)                       NAVD 88
 KV1044
 KV1044  VERT ORDER  -  SECOND    CLASS 0
 KV1044
 KV1044.The horizontal coordinates were scaled from a topographic map and have
 KV1044.an estimated accuracy of +/- 6 seconds.
 KV1044
 KV1044.The orthometric height was determined by differential leveling
 KV1044.and adjusted by the National Geodetic Survey in June 1991..
 KV1044
 KV1044.The geoid height was determined by GEOID03.
 KV1044
 KV1044.The dynamic height is computed by dividing the NAVD 88
 KV1044.geopotential number by the normal gravity value computed on the
 KV1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1044.degrees latitude (g = 980.6199 gals.).
 KV1044
 KV1044.The modeled gravity was interpolated from observed gravity values.
 KV1044
 KV1044;                    North         East    Units  Estimated Accuracy
 KV1044;SPC PA S     -   108,790.      839,780.      MT  (+/- 180 meters Scaled)
 KV1044
 KV1044                          SUPERSEDED SURVEY CONTROL
 KV1044
 KV1044  NGVD 29 (??/??/??)   82.730  (m)          271.42   (f) ADJUSTED    2 0
 KV1044
 KV1044.Superseded values are not recommended for survey control.
 KV1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1044.See file dsdata.txt to determine how the superseded data were derived.
 KV1044
 KV1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK059586(NAD 83)
 KV1044_MARKER: DB = BENCH MARK DISK
 KV1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1044_STAMPING: A 189 1942
 KV1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1044+STABILITY: SURFACE MOTION
 KV1044_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1044+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2003
 KV1044
 KV1044  HISTORY     - Date     Condition        Report By
 KV1044  HISTORY     - 1942     MONUMENTED       CGS
 KV1044  HISTORY     - 1975     GOOD             BAKER
 KV1044  HISTORY     - 20030620 GOOD             INDIV
 KV1044
 KV1044                          STATION DESCRIPTION
 KV1044
 KV1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1044'3.1 MI E FROM WRIGHTSTOWN.
 KV1044'3.1 MILES EAST ALONG A BLACK TOP ROAD NO. 052 FROM THE
 KV1044'INTERSECTION OF NO. 052 AND STATE HIGHWAY NO. 113 AT WRIGHTSTOWN,
 KV1044'IN THE NORTHWEST QUARTER OF THE INTERSECTION OF THE BLACK TOP
 KV1044'ROAD AND A GRAVEL ROAD, 34 FEET NORTH OF THE CENTER LINE OF
 KV1044'THE BLACK TOP ROAD, 15 FEET WEST OF THE CENTER LINE OF THE
 KV1044'GRAVEL ROAD, 1.9 FEET EAST OF A FENCE, AND 1 FOOT SOUTH OF A
 KV1044'STANDARD REFERENCE POST.  A STANDARD DISK, SET IN THE TOP OF A
 KV1044'CONCRETE POST.  STAMPED A 189 1942.
 KV1044
 KV1044                          STATION RECOVERY (1975)
 KV1044
 KV1044'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975
 KV1044'RECOVERED IN GOOD CONDITION.
 KV1044
 KV1044                          STATION RECOVERY (2003)
 KV1044
 KV1044'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SJK)
 KV1044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1271 ***********************************************************************
 LZ1271  DESIGNATION -  A 19
 LZ1271  PID         -  LZ1271
 LZ1271  STATE/COUNTY-  PA/CLINTON
 LZ1271  USGS QUAD   -  KEATING (1983)
 LZ1271
 LZ1271                         *CURRENT SURVEY CONTROL
 LZ1271  ___________________________________________________________________
 LZ1271* NAD 83(1986)-  41 15 38.     (N)    077 55 54.     (W)     SCALED    
 LZ1271* NAVD 88     -       222.128  (meters)     728.76   (feet)  ADJUSTED  
 LZ1271  ___________________________________________________________________
 LZ1271  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 LZ1271  DYNAMIC HT  -         222.026 (meters)     728.43  (feet)  COMP
 LZ1271  MODELED GRAV-     980,160.5   (mgal)                       NAVD 88
 LZ1271
 LZ1271  VERT ORDER  -  SECOND    CLASS 0
 LZ1271
 LZ1271.The horizontal coordinates were scaled from a topographic map and have
 LZ1271.an estimated accuracy of +/- 6 seconds.
 LZ1271
 LZ1271.The orthometric height was determined by differential leveling
 LZ1271.and adjusted by the National Geodetic Survey in June 1991..
 LZ1271
 LZ1271.The geoid height was determined by GEOID03.
 LZ1271
 LZ1271.The dynamic height is computed by dividing the NAVD 88
 LZ1271.geopotential number by the normal gravity value computed on the
 LZ1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1271.degrees latitude (g = 980.6199 gals.).
 LZ1271
 LZ1271.The modeled gravity was interpolated from observed gravity values.
 LZ1271
 LZ1271;                    North         East    Units  Estimated Accuracy
 LZ1271;SPC PA N     -   121,500.      584,780.      MT  (+/- 180 meters Scaled)
 LZ1271
 LZ1271                          SUPERSEDED SURVEY CONTROL
 LZ1271
 LZ1271  NGVD 29 (??/??/92)  222.305  (m)          729.35   (f) ADJ UNCH    2 0
 LZ1271
 LZ1271.Superseded values are not recommended for survey control.
 LZ1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1271.See file dsdata.txt to determine how the superseded data were derived.
 LZ1271
 LZ1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL544718(NAD 83)
 LZ1271_MARKER: DB = BENCH MARK DISK
 LZ1271_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1271_SP_SET: BRIDGE
 LZ1271_STAMPING: A 19 1934
 LZ1271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1271
 LZ1271  HISTORY     - Date     Condition        Report By
 LZ1271  HISTORY     - 1934     MONUMENTED       CGS
 LZ1271
 LZ1271                          STATION DESCRIPTION
 LZ1271
 LZ1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1271'10.5 MI E FROM SINNAMAHONING.
 LZ1271'IN CLINTON COUNTY, ABOUT 10.5 MILES EAST ALONG THE PENNSYLVANIA
 LZ1271'RAILROAD FROM SINNAMAHONING, CAMERON COUNTY, ABOUT 3,430 FEET
 LZ1271'WEST OF MILEPOST 106-182, AT BRIDGE 181.39, IN THE TOP OF THE
 LZ1271'NORTH END OF THE WEST WING WALL, 18 FEET NORTH OF THE CENTER
 LZ1271'LINE OF THE TRACK, AND ABOUT 4-1/2 FEET LOWER THAN THE TOP
 LZ1271'OF THE RAIL.  A STANDARD DISK, STAMPED A 19 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2723 ***********************************************************************
 KV2723  DESIGNATION -  A 190
 KV2723  PID         -  KV2723
 KV2723  STATE/COUNTY-  PA/BERKS
 KV2723  USGS QUAD   -  NEW TRIPOLI (1994)
 KV2723
 KV2723                         *CURRENT SURVEY CONTROL
 KV2723  ___________________________________________________________________
 KV2723* NAD 83(1986)-  40 38 08.     (N)    075 51 13.     (W)     SCALED    
 KV2723* NAVD 88     -       127.673  (meters)     418.87   (feet)  ADJUSTED  
 KV2723  ___________________________________________________________________
 KV2723  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 KV2723  DYNAMIC HT  -         127.610 (meters)     418.67  (feet)  COMP
 KV2723  MODELED GRAV-     980,131.2   (mgal)                       NAVD 88
 KV2723
 KV2723  VERT ORDER  -  SECOND    CLASS 0
 KV2723
 KV2723.The horizontal coordinates were scaled from a topographic map and have
 KV2723.an estimated accuracy of +/- 6 seconds.
 KV2723
 KV2723.The orthometric height was determined by differential leveling
 KV2723.and adjusted by the National Geodetic Survey in June 1991..
 KV2723
 KV2723.The geoid height was determined by GEOID03.
 KV2723
 KV2723.The dynamic height is computed by dividing the NAVD 88
 KV2723.geopotential number by the normal gravity value computed on the
 KV2723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2723.degrees latitude (g = 980.6199 gals.).
 KV2723
 KV2723.The modeled gravity was interpolated from observed gravity values.
 KV2723
 KV2723;                    North         East    Units  Estimated Accuracy
 KV2723;SPC PA S     -   146,320.      760,410.      MT  (+/- 180 meters Scaled)
 KV2723
 KV2723                          SUPERSEDED SURVEY CONTROL
 KV2723
 KV2723  NGVD 29 (??/??/??)  127.873  (m)          419.53   (f) ADJUSTED    2 0
 KV2723
 KV2723.Superseded values are not recommended for survey control.
 KV2723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2723.See file dsdata.txt to determine how the superseded data were derived.
 KV2723
 KV2723_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK278986(NAD 83)
 KV2723_MARKER: DB = BENCH MARK DISK
 KV2723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2723_STAMPING: A 190 1942
 KV2723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2723+STABILITY: SURFACE MOTION
 KV2723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2723+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2006
 KV2723
 KV2723  HISTORY     - Date     Condition        Report By
 KV2723  HISTORY     - 1942     MONUMENTED       CGS
 KV2723  HISTORY     - 19991114 GOOD             USPSQD
 KV2723  HISTORY     - 20060729 GOOD             GEOCAC
 KV2723
 KV2723                          STATION DESCRIPTION
 KV2723
 KV2723'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2723'0.8 MI N FROM KEMPTON.
 KV2723'0.8 MILE NORTH ALONG THE READING RAILROAD FROM THE STATION AT
 KV2723'KEMPTON, SET IN THE NORTHEAST QUARTER OF THE ROAD CROSSING AT
 KV2723'TREXLER, 76.2 FEET NORTH OF THE NORTH SIDE OF THE STATION SHED,
 KV2723'37 FEET NORTH OF THE CENTER-LINE OF THE ROAD, 17.1 FEET SOUTHEAST
 KV2723'OF THE IRON MAIL CRANE, 16.1 FEET EAST OF THE EAST RAIL OF THE
 KV2723'TRACK, 2.6 FEET WEST OF THE RIGHT-OF-WAY FENCE, 0.8 FOOT WEST OF
 KV2723'A WHITE MARKER POST.  A STANDARD DISK SET IN TOP OF A
 KV2723'CONCRETE POST.
 KV2723
 KV2723                          STATION RECOVERY (1999)
 KV2723
 KV2723'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV2723'RECOVERED IN GOOD CONDITION.
 KV2723
 KV2723                          STATION RECOVERY (2006)
 KV2723
 KV2723'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KV2723'IRON MAIL CRANE HAS BEEN REMOVED. MARK IS ABOUT 10 FEET NORTH OF EAST
 KV2723'CORNER OF A SMALL SHED IN THE NORTHEAST CORNER OF THE CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2507 ***********************************************************************
 KV2507  DESIGNATION -  A 191
 KV2507  PID         -  KV2507
 KV2507  STATE/COUNTY-  PA/BERKS
 KV2507  USGS QUAD   -  FLEETWOOD (1980)
 KV2507
 KV2507                         *CURRENT SURVEY CONTROL
 KV2507  ___________________________________________________________________
 KV2507* NAD 83(1986)-  40 29 43.     (N)    075 45 49.     (W)     SCALED    
 KV2507* NAVD 88     -       143.632  (meters)     471.23   (feet)  ADJUSTED  
 KV2507  ___________________________________________________________________
 KV2507  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 KV2507  DYNAMIC HT  -         143.559 (meters)     470.99  (feet)  COMP
 KV2507  MODELED GRAV-     980,110.5   (mgal)                       NAVD 88
 KV2507
 KV2507  VERT ORDER  -  SECOND    CLASS 0
 KV2507
 KV2507.The horizontal coordinates were scaled from a topographic map and have
 KV2507.an estimated accuracy of +/- 6 seconds.
 KV2507
 KV2507.The orthometric height was determined by differential leveling
 KV2507.and adjusted by the National Geodetic Survey in June 1991..
 KV2507
 KV2507.The geoid height was determined by GEOID03.
 KV2507
 KV2507.The dynamic height is computed by dividing the NAVD 88
 KV2507.geopotential number by the normal gravity value computed on the
 KV2507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2507.degrees latitude (g = 980.6199 gals.).
 KV2507
 KV2507.The modeled gravity was interpolated from observed gravity values.
 KV2507
 KV2507;                    North         East    Units  Estimated Accuracy
 KV2507;SPC PA S     -   130,910.      768,370.      MT  (+/- 180 meters Scaled)
 KV2507
 KV2507                          SUPERSEDED SURVEY CONTROL
 KV2507
 KV2507  NGVD 29 (??/??/??)  143.845  (m)          471.93   (f) ADJUSTED    2 0
 KV2507
 KV2507.Superseded values are not recommended for survey control.
 KV2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2507.See file dsdata.txt to determine how the superseded data were derived.
 KV2507
 KV2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK352830(NAD 83)
 KV2507_MARKER: DB = BENCH MARK DISK
 KV2507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2507_STAMPING: A 191 1942
 KV2507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2507+STABILITY: SURFACE MOTION
 KV2507
 KV2507  HISTORY     - Date     Condition        Report By
 KV2507  HISTORY     - 1942     MONUMENTED       CGS
 KV2507  HISTORY     - 1979     MARK NOT FOUND   NGS
 KV2507  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KV2507  HISTORY     - 20011216 MARK NOT FOUND   USPSQD
 KV2507  HISTORY     - 20031229 MARK NOT FOUND   USPSQD
 KV2507  HISTORY     - 20050426 GOOD             GEOCAC
 KV2507
 KV2507                          STATION DESCRIPTION
 KV2507
 KV2507'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2507'1.2 MI N FROM LYONS.
 KV2507'1.2 MILES NORTH ALONG THE COUNTY ROAD FROM THE STATION AT LYONS,
 KV2507'SET IN THE NORTHEAST QUARTER OF THE PUBLIC ROAD CROSSING, 41.5
 KV2507'FEET EAST OF THE CENTER-LINE OF THE MAIN ROAD, 14.6 FEET NORTH
 KV2507'OF THE CENTER-LINE OF THE SIDE ROAD LEADING EAST, 5 FEET EAST OF
 KV2507'POLE NO. B-2, IN THE SOUTHWEST CORNER OF THE CULTIVATED FIELD,
 KV2507'0.6 FOOT WEST OF A WHITE MARKER POST.  A STANDARD DISK SET IN
 KV2507'TOP OF A CONCRETE POST.
 KV2507
 KV2507                          STATION RECOVERY (1979)
 KV2507
 KV2507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV2507'MARK NOT FOUND.
 KV2507
 KV2507                          STATION RECOVERY (2001)
 KV2507
 KV2507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV2507'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV2507
 KV2507                          STATION RECOVERY (2001)
 KV2507
 KV2507'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV2507'MARK NOT FOUND.
 KV2507
 KV2507                          STATION RECOVERY (2003)
 KV2507
 KV2507'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEQ)
 KV2507'MARK NOT FOUND.
 KV2507
 KV2507                          STATION RECOVERY (2005)
 KV2507
 KV2507'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KV2507'STATION IS LOCATED 2 FEET SOUTHEAST OF THE WEST POST OF A SIGN, 4 FEET
 KV2507'SOUTH SOUTHEAST OF THE EAST POST OF A SIGN, AT APPROXIMATELY ROAD
 KV2507'LEVEL.
 KV2507'40 29 43.4 (N) 075 45 48.8 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2742 ***********************************************************************
 KV2742  DESIGNATION -  A 192
 KV2742  PID         -  KV2742
 KV2742  STATE/COUNTY-  PA/SCHUYLKILL
 KV2742  USGS QUAD   -  NEW RINGGOLD (1997)
 KV2742
 KV2742                         *CURRENT SURVEY CONTROL
 KV2742  ___________________________________________________________________
 KV2742* NAD 83(1986)-  40 40 13.     (N)    075 58 28.     (W)     SCALED    
 KV2742* NAVD 88     -       184.722  (meters)     606.04   (feet)  ADJUSTED  
 KV2742  ___________________________________________________________________
 KV2742  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 KV2742  DYNAMIC HT  -         184.631 (meters)     605.74  (feet)  COMP
 KV2742  MODELED GRAV-     980,128.9   (mgal)                       NAVD 88
 KV2742
 KV2742  VERT ORDER  -  SECOND    CLASS 0
 KV2742
 KV2742.The horizontal coordinates were scaled from a topographic map and have
 KV2742.an estimated accuracy of +/- 6 seconds.
 KV2742
 KV2742.The orthometric height was determined by differential leveling
 KV2742.and adjusted by the National Geodetic Survey in June 1991..
 KV2742
 KV2742.The geoid height was determined by GEOID03.
 KV2742
 KV2742.The dynamic height is computed by dividing the NAVD 88
 KV2742.geopotential number by the normal gravity value computed on the
 KV2742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2742.degrees latitude (g = 980.6199 gals.).
 KV2742
 KV2742.The modeled gravity was interpolated from observed gravity values.
 KV2742
 KV2742;                    North         East    Units  Estimated Accuracy
 KV2742;SPC PA S     -   149,960.      750,110.      MT  (+/- 180 meters Scaled)
 KV2742
 KV2742                          SUPERSEDED SURVEY CONTROL
 KV2742
 KV2742  NGVD 29 (??/??/??)  184.918  (m)          606.69   (f) ADJUSTED    2 0
 KV2742
 KV2742.Superseded values are not recommended for survey control.
 KV2742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2742.See file dsdata.txt to determine how the superseded data were derived.
 KV2742
 KV2742_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL176026(NAD 83)
 KV2742_MARKER: DB = BENCH MARK DISK
 KV2742_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2742_SP_SET: BRIDGE WALL
 KV2742_STAMPING: A-192 1942
 KV2742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2742
 KV2742  HISTORY     - Date     Condition        Report By
 KV2742  HISTORY     - 1942     MONUMENTED       CGS
 KV2742  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV2742
 KV2742                          STATION DESCRIPTION
 KV2742
 KV2742'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2742'1 MI NE FROM RAUSCHS.
 KV2742'1.0 MILE NORTHEAST ALONG THE LEHIGH VALLEY RAILROAD FROM THE
 KV2742'OVERHEAD BRIDGE AT RAUSCHS, SET IN THE EAST CORNER OF THE
 KV2742'SOUTH STONE WALL OF THE LARGE STONE ARCH BRIDGE, BRIDGE NO.
 KV2742'PO-134, 31 RAILS WEST OF THE PUBLIC ROAD CROSSING, 23.5 FEET
 KV2742'SOUTH OF THE SOUTH RAIL OF THE TRACK, 3.7 FEET WEST OF THE
 KV2742'EAST END OF THE WALL.  A STANDARD DISK.
 KV2742
 KV2742                          STATION RECOVERY (1990)
 KV2742
 KV2742'RECOVERY NOTE BY US POWER SQUADRON 1990 (MWD)
 KV2742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1952 ***********************************************************************
 JV1952  DESIGNATION -  A 193
 JV1952  PID         -  JV1952
 JV1952  STATE/COUNTY-  PA/ADAMS
 JV1952  USGS QUAD   -  EMMITSBURG (1985)
 JV1952
 JV1952                         *CURRENT SURVEY CONTROL
 JV1952  ___________________________________________________________________
 JV1952* NAD 83(1986)-  39 43 25.     (N)    077 21 27.     (W)     SCALED    
 JV1952* NAVD 88     -       156.770  (meters)     514.34   (feet)  ADJUSTED  
 JV1952  ___________________________________________________________________
 JV1952  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JV1952  DYNAMIC HT  -         156.685 (meters)     514.06  (feet)  COMP
 JV1952  MODELED GRAV-     980,080.0   (mgal)                       NAVD 88
 JV1952
 JV1952  VERT ORDER  -  SECOND    CLASS 0
 JV1952
 JV1952.The horizontal coordinates were scaled from a topographic map and have
 JV1952.an estimated accuracy of +/- 6 seconds.
 JV1952
 JV1952.The orthometric height was determined by differential leveling
 JV1952.and adjusted by the National Geodetic Survey in June 1991..
 JV1952
 JV1952.The geoid height was determined by GEOID03.
 JV1952
 JV1952.The dynamic height is computed by dividing the NAVD 88
 JV1952.geopotential number by the normal gravity value computed on the
 JV1952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1952.degrees latitude (g = 980.6199 gals.).
 JV1952
 JV1952.The modeled gravity was interpolated from observed gravity values.
 JV1952
 JV1952;                    North         East    Units  Estimated Accuracy
 JV1952;SPC PA S     -    43,410.      633,650.      MT  (+/- 180 meters Scaled)
 JV1952
 JV1952                          SUPERSEDED SURVEY CONTROL
 JV1952
 JV1952  NGVD 29 (??/??/??)  156.958  (m)          514.95   (f) ADJUSTED    2 0
 JV1952
 JV1952.Superseded values are not recommended for survey control.
 JV1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1952.See file dsdata.txt to determine how the superseded data were derived.
 JV1952
 JV1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ979997(NAD 83)
 JV1952_MARKER: DB = BENCH MARK DISK
 JV1952_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV1952_SP_SET: CULVERT
 JV1952_STAMPING: A 193 1942
 JV1952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV1952
 JV1952  HISTORY     - Date     Condition        Report By
 JV1952  HISTORY     - 1942     MONUMENTED       CGS
 JV1952  HISTORY     - 19900429 MARK NOT FOUND   USGS
 JV1952
 JV1952                          STATION DESCRIPTION
 JV1952
 JV1952'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1952'2.2 MI NW FROM EMMITSBURG.
 JV1952'IN ADAMS COUNTY, PENNSYLVANIA, 2.2 MILES NORTHWEST OF THE POST
 JV1952'OFFICE AT EMMITSBURG, FREDERICK COUNTY, MARYLAND, ON STATE
 JV1952'HIGHWAY 116, 14.2 FEET SOUTH OF A POWER-TRANSMISSION LINE POLE,
 JV1952'AT A CULVERT, IN THE TOP OF THE NORTHEAST HEAD WALL, AND 15.4
 JV1952'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 JV1952'DISK, STAMPED A 193 1942.
 JV1952
 JV1952                          STATION RECOVERY (1990)
 JV1952
 JV1952'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (GDS)
 JV1952'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1918 ***********************************************************************
 JV1918  DESIGNATION -  A 194
 JV1918  PID         -  JV1918
 JV1918  STATE/COUNTY-  PA/ADAMS
 JV1918  USGS QUAD   -  MC SHERRYSTOWN (1990)
 JV1918
 JV1918                         *CURRENT SURVEY CONTROL
 JV1918  ___________________________________________________________________
 JV1918* NAD 83(1986)-  39 45 01.     (N)    077 04 27.     (W)     SCALED    
 JV1918* NAVD 88     -       194.142  (meters)     636.95   (feet)  ADJUSTED  
 JV1918  ___________________________________________________________________
 JV1918  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JV1918  DYNAMIC HT  -         194.038 (meters)     636.61  (feet)  COMP
 JV1918  MODELED GRAV-     980,086.6   (mgal)                       NAVD 88
 JV1918
 JV1918  VERT ORDER  -  SECOND    CLASS 0
 JV1918
 JV1918.The horizontal coordinates were scaled from a topographic map and have
 JV1918.an estimated accuracy of +/- 6 seconds.
 JV1918
 JV1918.The orthometric height was determined by differential leveling
 JV1918.and adjusted by the National Geodetic Survey in June 1991..
 JV1918
 JV1918.The geoid height was determined by GEOID03.
 JV1918
 JV1918.The dynamic height is computed by dividing the NAVD 88
 JV1918.geopotential number by the normal gravity value computed on the
 JV1918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1918.degrees latitude (g = 980.6199 gals.).
 JV1918
 JV1918.The modeled gravity was interpolated from observed gravity values.
 JV1918
 JV1918;                    North         East    Units  Estimated Accuracy
 JV1918;SPC PA S     -    46,520.      657,920.      MT  (+/- 180 meters Scaled)
 JV1918
 JV1918                          SUPERSEDED SURVEY CONTROL
 JV1918
 JV1918  NGVD 29 (??/??/??)  194.341  (m)          637.60   (f) ADJUSTED    2 0
 JV1918
 JV1918.Superseded values are not recommended for survey control.
 JV1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1918.See file dsdata.txt to determine how the superseded data were derived.
 JV1918
 JV1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK222020(NAD 83)
 JV1918_MARKER: DB = BENCH MARK DISK
 JV1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1918_STAMPING: A 194 1942
 JV1918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1918+STABILITY: SURFACE MOTION
 JV1918
 JV1918  HISTORY     - Date     Condition        Report By
 JV1918  HISTORY     - 1942     MONUMENTED       CGS
 JV1918  HISTORY     - 20030121 GOOD             PADT
 JV1918  HISTORY     - 20060819 GOOD             GEOCAC
 JV1918
 JV1918                          STATION DESCRIPTION
 JV1918
 JV1918'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1918'0.9 MI NE FROM LITTLESTOWN.
 JV1918'0.9 MILE NORTHEAST ALONG STATE HIGHWAY 194 FROM THE POST OFFICE
 JV1918'AT LITTLESTOWN, ADAMS COUNTY, AT A RED BARN, 45 FEET NORTHEAST OF
 JV1918'A PRIVATE DRIVEWAY, 41.4 FEET SOUTH OF THE CENTERLINE OF THE
 JV1918'HIGHWAY, AND 4 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 JV1918'BARN.  A STANDARD DISK, STAMPED A 194 1942 AND SET IN THE TOP
 JV1918'OF A CONCRETE POST.
 JV1918
 JV1918                          STATION RECOVERY (2003)
 JV1918
 JV1918'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (EAA)
 JV1918'RECOVERED IN GOOD CONDITION.
 JV1918
 JV1918                          STATION RECOVERY (2006)
 JV1918
 JV1918'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV1918'BARN IS CURRENLY PAINTED LIGHT GREEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1069 ***********************************************************************
 KX1069  DESIGNATION -  A 195
 KX1069  PID         -  KX1069
 KX1069  STATE/COUNTY-  PA/WESTMORELAND
 KX1069  USGS QUAD   -  DERRY (1977)
 KX1069
 KX1069                         *CURRENT SURVEY CONTROL
 KX1069  ___________________________________________________________________
 KX1069* NAD 83(1986)-  40 17 28.     (N)    079 20 04.     (W)     SCALED    
 KX1069* NAVD 88     -       324.307  (meters)    1064.00   (feet)  ADJUSTED  
 KX1069  ___________________________________________________________________
 KX1069  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KX1069  DYNAMIC HT  -         324.133 (meters)    1063.43  (feet)  COMP
 KX1069  MODELED GRAV-     980,080.1   (mgal)                       NAVD 88
 KX1069
 KX1069  VERT ORDER  -  SECOND    CLASS 0
 KX1069
 KX1069.The horizontal coordinates were scaled from a topographic map and have
 KX1069.an estimated accuracy of +/- 6 seconds.
 KX1069
 KX1069.The orthometric height was determined by differential leveling
 KX1069.and adjusted by the National Geodetic Survey in June 1991..
 KX1069
 KX1069.The geoid height was determined by GEOID03.
 KX1069
 KX1069.The dynamic height is computed by dividing the NAVD 88
 KX1069.geopotential number by the normal gravity value computed on the
 KX1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1069.degrees latitude (g = 980.6199 gals.).
 KX1069
 KX1069.The modeled gravity was interpolated from observed gravity values.
 KX1069
 KX1069;                    North         East    Units  Estimated Accuracy
 KX1069;SPC PA S     -   107,560.      465,290.      MT  (+/- 180 meters Scaled)
 KX1069
 KX1069                          SUPERSEDED SURVEY CONTROL
 KX1069
 KX1069  NGVD 29 (??/??/92)  324.489  (m)         1064.59   (f) ADJ UNCH    2 0
 KX1069
 KX1069.Superseded values are not recommended for survey control.
 KX1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1069.See file dsdata.txt to determine how the superseded data were derived.
 KX1069
 KX1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE415613(NAD 83)
 KX1069_MARKER: DB = BENCH MARK DISK
 KX1069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1069_SP_SET: CULVERT
 KX1069_STAMPING: A 195 1943
 KX1069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1069
 KX1069  HISTORY     - Date     Condition        Report By
 KX1069  HISTORY     - 1943     MONUMENTED       CGS
 KX1069  HISTORY     - 1954     GOOD             NGS
 KX1069
 KX1069                          STATION DESCRIPTION
 KX1069
 KX1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KX1069'3.8 MI SE FROM LATROBE.
 KX1069'1.8 MILES SOUTH ALONG STATE HIGHWAY 982 FROM THE HIGH SCHOOL
 KX1069'AT LATROBE, THENCE ABOUT 2.0 MILES EAST ALONG U.S. HIGHWAY 30,
 KX1069'ABOUT 90 YARDS EAST OF THE TOP OF A GRADE, IN THE TOP OF THE
 KX1069'WEST END OF THE NORTH CONCRETE HEAD WALL OF A 15-INCH PIPE
 KX1069'CULVERT, JUST WEST OF ENTRANCE TO AN AUTOMOBILE SHED, 15 FEET
 KX1069'NORTH OF CENTER LINE OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
 KX1069'NOTE-- HEADWALL IS LEANING AND MARK WILL PROBABLY NOT BE STABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1107 ***********************************************************************
 KX1107  DESIGNATION -  A 196
 KX1107  PID         -  KX1107
 KX1107  STATE/COUNTY-  PA/WESTMORELAND
 KX1107  USGS QUAD   -  SEVEN SPRINGS (1993)
 KX1107
 KX1107                         *CURRENT SURVEY CONTROL
 KX1107  ___________________________________________________________________
 KX1107* NAD 83(1986)-  40 07 23.     (N)    079 22 17.     (W)     SCALED    
 KX1107* NAVD 88     -       452.006  (meters)    1482.96   (feet)  ADJUSTED  
 KX1107  ___________________________________________________________________
 KX1107  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KX1107  DYNAMIC HT  -         451.744 (meters)    1482.10  (feet)  COMP
 KX1107  MODELED GRAV-     980,033.7   (mgal)                       NAVD 88
 KX1107
 KX1107  VERT ORDER  -  SECOND    CLASS 0
 KX1107
 KX1107.The horizontal coordinates were scaled from a topographic map and have
 KX1107.an estimated accuracy of +/- 6 seconds.
 KX1107
 KX1107.The orthometric height was determined by differential leveling
 KX1107.and adjusted by the National Geodetic Survey in June 1991..
 KX1107
 KX1107.The geoid height was determined by GEOID03.
 KX1107
 KX1107.The dynamic height is computed by dividing the NAVD 88
 KX1107.geopotential number by the normal gravity value computed on the
 KX1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1107.degrees latitude (g = 980.6199 gals.).
 KX1107
 KX1107.The modeled gravity was interpolated from observed gravity values.
 KX1107
 KX1107;                    North         East    Units  Estimated Accuracy
 KX1107;SPC PA S     -    88,960.      461,800.      MT  (+/- 180 meters Scaled)
 KX1107
 KX1107                          SUPERSEDED SURVEY CONTROL
 KX1107
 KX1107  NGVD 29 (??/??/92)  452.174  (m)         1483.51   (f) ADJ UNCH    2 0
 KX1107
 KX1107.Superseded values are not recommended for survey control.
 KX1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1107.See file dsdata.txt to determine how the superseded data were derived.
 KX1107
 KX1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE387426(NAD 83)
 KX1107_MARKER: DB = BENCH MARK DISK
 KX1107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1107_SP_SET: CULVERT
 KX1107_STAMPING: A 196 1943
 KX1107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1107
 KX1107  HISTORY     - Date     Condition        Report By
 KX1107  HISTORY     - 1943     MONUMENTED       CGS
 KX1107  HISTORY     - 1954     GOOD             NGS
 KX1107
 KX1107                          STATION DESCRIPTION
 KX1107
 KX1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KX1107'1.6 MI NE FROM DONEGAL.
 KX1107'1.6 MILES NORTHEAST ALONG STATE HIGHWAY 711 FROM THE JUNCTION OF
 KX1107'STATE HIGHWAY 31 AT DONEGAL, AT THE FOOT OF A HILL, ABOUT 57
 KX1107'YARDS NORTH OF CENTER OF JUNCTION OF A BLACK TOP ROAD LEADING
 KX1107'EAST, IN THE TOP OF THE SOUTH END OF THE WEST HEAD WALL OF A
 KX1107'10-FOOT CONCRETE CULVERT OVER FOURMILE RUN, 14 FEET WEST OF
 KX1107'CENTER LINE OF HIGHWAY AND ABOUT 1/2 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0609 ***********************************************************************
 JW0609  DESIGNATION -  A 197
 JW0609  PID         -  JW0609
 JW0609  STATE/COUNTY-  PA/FAYETTE
 JW0609  USGS QUAD   -  MILL RUN (1980)
 JW0609
 JW0609                         *CURRENT SURVEY CONTROL
 JW0609  ___________________________________________________________________
 JW0609* NAD 83(1986)-  39 53 25.     (N)    079 27 48.     (W)     SCALED    
 JW0609* NAVD 88     -       524.505  (meters)    1720.81   (feet)  ADJUSTED  
 JW0609  ___________________________________________________________________
 JW0609  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 JW0609  DYNAMIC HT  -         524.196 (meters)    1719.80  (feet)  COMP
 JW0609  MODELED GRAV-     980,021.4   (mgal)                       NAVD 88
 JW0609
 JW0609  VERT ORDER  -  SECOND    CLASS 0
 JW0609
 JW0609.The horizontal coordinates were scaled from a topographic map and have
 JW0609.an estimated accuracy of +/- 6 seconds.
 JW0609
 JW0609.The orthometric height was determined by differential leveling
 JW0609.and adjusted by the National Geodetic Survey in June 1991..
 JW0609
 JW0609.The geoid height was determined by GEOID03.
 JW0609
 JW0609.The dynamic height is computed by dividing the NAVD 88
 JW0609.geopotential number by the normal gravity value computed on the
 JW0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0609.degrees latitude (g = 980.6199 gals.).
 JW0609
 JW0609.The modeled gravity was interpolated from observed gravity values.
 JW0609
 JW0609;                    North         East    Units  Estimated Accuracy
 JW0609;SPC PA S     -    63,260.      453,470.      MT  (+/- 180 meters Scaled)
 JW0609
 JW0609                          SUPERSEDED SURVEY CONTROL
 JW0609
 JW0609  NGVD 29 (??/??/92)  524.662  (m)         1721.33   (f) ADJ UNCH    2 0
 JW0609
 JW0609.Superseded values are not recommended for survey control.
 JW0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0609.See file dsdata.txt to determine how the superseded data were derived.
 JW0609
 JW0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE313167(NAD 83)
 JW0609_MARKER: DB = BENCH MARK DISK
 JW0609_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0609_SP_SET: CULVERT
 JW0609_STAMPING: A 197 1943
 JW0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0609
 JW0609  HISTORY     - Date     Condition        Report By
 JW0609  HISTORY     - 1943     MONUMENTED       CGS
 JW0609  HISTORY     - 1954     POOR             NGS
 JW0609
 JW0609                          STATION DESCRIPTION
 JW0609
 JW0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JW0609'2.6 MI NE FROM OHIOPYLE.
 JW0609'ABOUT 2.65 MILES NORTHEAST ALONG STATE HIGHWAY 381 FROM THE
 JW0609'CROSSING OF THE BALTIMORE AND OHIO RAILROAD AT OHIOPYLE, ABOUT
 JW0609'40 YARDS EAST AND ACROSS HIGHWAY FROM A SMALL CHURCH, IN THE TOP
 JW0609'OF THE CORNER OF AN ANGLE SHAPED STONE MASONRY HEAD WALL OF A
 JW0609'CULVERT UNDER HIGHWAY AND ROAD NORTHEAST, 14 1/2 FEET NORTHEAST
 JW0609'OF CENTER LINE OF HIGHWAY, 13 FEET SOUTHEAST OF CENTER LINE OF
 JW0609'ROAD NORTHEAST AND ABOUT LEVEL WITH HIGHWAY.  NOTE-- HEADWALL IS
 JW0609'CRACKED AND MARK WILL PROBABLY NOT HOLD ITS ELEVATION.  USE WITH
 JW0609'CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0343 ***********************************************************************
 MB0343  DESIGNATION -  A 198
 MB0343  PID         -  MB0343
 MB0343  STATE/COUNTY-  PA/LAWRENCE
 MB0343  USGS QUAD   -  EDINBURG (1990)
 MB0343
 MB0343                         *CURRENT SURVEY CONTROL
 MB0343  ___________________________________________________________________
 MB0343* NAD 83(1986)-  41 01 15.     (N)    080 28 57.     (W)     SCALED    
 MB0343* NAVD 88     -       245.379  (meters)     805.05   (feet)  ADJUSTED  
 MB0343  ___________________________________________________________________
 MB0343  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 MB0343  DYNAMIC HT  -         245.264 (meters)     804.67  (feet)  COMP
 MB0343  MODELED GRAV-     980,147.4   (mgal)                       NAVD 88
 MB0343
 MB0343  VERT ORDER  -  FIRST     CLASS II
 MB0343
 MB0343.The horizontal coordinates were scaled from a topographic map and have
 MB0343.an estimated accuracy of +/- 6 seconds.
 MB0343
 MB0343.The orthometric height was determined by differential leveling
 MB0343.and adjusted by the National Geodetic Survey in June 1991..
 MB0343
 MB0343.The geoid height was determined by GEOID03.
 MB0343
 MB0343.The dynamic height is computed by dividing the NAVD 88
 MB0343.geopotential number by the normal gravity value computed on the
 MB0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0343.degrees latitude (g = 980.6199 gals.).
 MB0343
 MB0343.The modeled gravity was interpolated from observed gravity values.
 MB0343
 MB0343;                    North         East    Units  Estimated Accuracy
 MB0343;SPC PA S     -   190,930.      370,210.      MT  (+/- 180 meters Scaled)
 MB0343
 MB0343                          SUPERSEDED SURVEY CONTROL
 MB0343
 MB0343  NGVD 29 (??/??/92)  245.543  (m)          805.59   (f) ADJ UNCH    1 2
 MB0343
 MB0343.Superseded values are not recommended for survey control.
 MB0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0343.See file dsdata.txt to determine how the superseded data were derived.
 MB0343
 MB0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF435411(NAD 83)
 MB0343_MARKER: DB = BENCH MARK DISK
 MB0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0343_STAMPING: A 198 1950
 MB0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0343+STABILITY: SURFACE MOTION
 MB0343
 MB0343  HISTORY     - Date     Condition        Report By
 MB0343  HISTORY     - 1950     MONUMENTED       CGS
 MB0343  HISTORY     - 1967     GOOD             NGS
 MB0343
 MB0343                          STATION DESCRIPTION
 MB0343
 MB0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0343'2.3 MI NW FROM EDINBURG.
 MB0343'ABOUT 2.3 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MB0343'FROM THE U.S. HIGHWAY 224 BRIDGE OVER THE MAHONING RIVER AT
 MB0343'EDINBURG AT A FIELD ROAD CROSSING AND AT MILE-POST 65-6 1/2.
 MB0343'IT IS 21 FEET SOUTH OF THE SOUTH RAIL OF THE PITTSBURG AND LAKE
 MB0343'ERIE TRACK, 21 FEET EAST OF THE CENTERLINE OF THE ROAD, 3 FEET
 MB0343'EAST OF A POLE, 32.5 FEET EAST AND ACROSS THE ROAD FROM THE RR
 MB0343'CROSSING SIGN, 2 FEET WEST OF A WHITE WITNESS POST AND ABOUT
 MB0343'LEVEL WITH THE TRACK AND ROAD.  A STANDARD DISK SET IN THE TOP OF
 MB0343'A CONCRETE POST PROJECTING 3 INCHES.  THIS MARK CAN ALSO BE
 MB0343'REACHED BY GOING 3.1 MILES SOUTHEAST ALONG THE B. AND O. FROM
 MB0343'THE STATION AT LOWELLVILLE, OHIO.
 MB0343
 MB0343                          STATION RECOVERY (1967)
 MB0343
 MB0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MB0343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0074 ***********************************************************************
 KY0074  DESIGNATION -  A 199
 KY0074  PID         -  KY0074
 KY0074  STATE/COUNTY-  PA/BEAVER
 KY0074  USGS QUAD   -  BEAVER FALLS (1990)
 KY0074
 KY0074                         *CURRENT SURVEY CONTROL
 KY0074  ___________________________________________________________________
 KY0074* NAD 83(1986)-  40 48 51.     (N)    080 21 21.     (W)     SCALED    
 KY0074* NAVD 88     -       309.674  (meters)    1015.99   (feet)  ADJUSTED  
 KY0074  ___________________________________________________________________
 KY0074  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 KY0074  DYNAMIC HT  -         309.518 (meters)    1015.48  (feet)  COMP
 KY0074  MODELED GRAV-     980,111.1   (mgal)                       NAVD 88
 KY0074
 KY0074  VERT ORDER  -  FIRST     CLASS I
 KY0074
 KY0074.The horizontal coordinates were scaled from a topographic map and have
 KY0074.an estimated accuracy of +/- 6 seconds.
 KY0074
 KY0074.The orthometric height was determined by differential leveling
 KY0074.and adjusted by the National Geodetic Survey in June 1991..
 KY0074.WARNING-Repeat measurements at this control monument indicate possible
 KY0074.vertical movement.
 KY0074
 KY0074.The geoid height was determined by GEOID03.
 KY0074
 KY0074.The dynamic height is computed by dividing the NAVD 88
 KY0074.geopotential number by the normal gravity value computed on the
 KY0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0074.degrees latitude (g = 980.6199 gals.).
 KY0074
 KY0074.The modeled gravity was interpolated from observed gravity values.
 KY0074
 KY0074;                    North         East    Units  Estimated Accuracy
 KY0074;SPC PA S     -   167,670.      380,180.      MT  (+/- 180 meters Scaled)
 KY0074
 KY0074                          SUPERSEDED SURVEY CONTROL
 KY0074
 KY0074  NGVD 29 (06/03/92)  309.797  (m)         1016.39   (f) ADJUSTED    1 1
 KY0074
 KY0074.Superseded values are not recommended for survey control.
 KY0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0074.See file dsdata.txt to determine how the superseded data were derived.
 KY0074
 KY0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF543183(NAD 83)
 KY0074_MARKER: DB = BENCH MARK DISK
 KY0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0074_STAMPING: A 199 1950
 KY0074_MARK LOGO: CGS   
 KY0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0074+STABILITY: SURFACE MOTION
 KY0074
 KY0074  HISTORY     - Date     Condition        Report By
 KY0074  HISTORY     - 1950     MONUMENTED       CGS
 KY0074  HISTORY     - 1966     GOOD             NGS
 KY0074  HISTORY     - 1984     GOOD             NGS
 KY0074
 KY0074                          STATION DESCRIPTION
 KY0074
 KY0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY0074'1.6 MI W FROM HOMEWOOD.
 KY0074'ABOUT 1.6 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY0074'OVERPASS AT HOMEWOOD, ABOUT 0.4 MILE WEST OF MILEPOST P 36,
 KY0074'8 1/2 RAILS EAST OF A NARROW GRAVELED ROAD CROSSING, 22.2 FEET
 KY0074'NORTH OF THE NORTH RAIL OF THE NORTHERNMOST TRACK, 6 FEET
 KY0074'WEST OF THE THIRD TELEPHONE POLE EAST OF THE CROSSING, 8 FEET
 KY0074'SOUTH OF THE RIGHT-OF-WAY FENCE, ABOUT LEVEL WITH THE TRACK,
 KY0074'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 KY0074
 KY0074                          STATION RECOVERY (1984)
 KY0074
 KY0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KY0074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1294 ***********************************************************************
 LZ1294  DESIGNATION -  A 20
 LZ1294  PID         -  LZ1294
 LZ1294  STATE/COUNTY-  PA/CLINTON
 LZ1294  USGS QUAD   -  SNOW SHOE NW (1988)
 LZ1294
 LZ1294                         *CURRENT SURVEY CONTROL
 LZ1294  ___________________________________________________________________
 LZ1294* NAD 83(1986)-  41 13 38.     (N)    077 55 34.     (W)     SCALED    
 LZ1294* NAVD 88     -       224.257  (meters)     735.75   (feet)  ADJUSTED  
 LZ1294  ___________________________________________________________________
 LZ1294  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 LZ1294  DYNAMIC HT  -         224.147 (meters)     735.39  (feet)  COMP
 LZ1294  MODELED GRAV-     980,126.0   (mgal)                       NAVD 88
 LZ1294
 LZ1294  VERT ORDER  -  SECOND    CLASS 0
 LZ1294
 LZ1294.The horizontal coordinates were scaled from a topographic map and have
 LZ1294.an estimated accuracy of +/- 6 seconds.
 LZ1294
 LZ1294.The orthometric height was determined by differential leveling
 LZ1294.and adjusted by the National Geodetic Survey in June 1991..
 LZ1294
 LZ1294.The geoid height was determined by GEOID03.
 LZ1294
 LZ1294.The dynamic height is computed by dividing the NAVD 88
 LZ1294.geopotential number by the normal gravity value computed on the
 LZ1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1294.degrees latitude (g = 980.6199 gals.).
 LZ1294
 LZ1294.The modeled gravity was interpolated from observed gravity values.
 LZ1294
 LZ1294;                    North         East    Units  Estimated Accuracy
 LZ1294;SPC PA N     -   117,790.      585,230.      MT  (+/- 180 meters Scaled)
 LZ1294
 LZ1294                          SUPERSEDED SURVEY CONTROL
 LZ1294
 LZ1294  NGVD 29 (??/??/92)  224.427  (m)          736.31   (f) ADJ UNCH    2 0
 LZ1294
 LZ1294.Superseded values are not recommended for survey control.
 LZ1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1294.See file dsdata.txt to determine how the superseded data were derived.
 LZ1294
 LZ1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL547681(NAD 83)
 LZ1294_MARKER: DB = BENCH MARK DISK
 LZ1294_SETTING: 66 = SET IN ROCK OUTCROP
 LZ1294_SP_SET: ROCK LEDGE
 LZ1294_STAMPING: A 20 1934
 LZ1294_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ1294+STABILITY: POSITION/ELEVATION WELL
 LZ1294
 LZ1294  HISTORY     - Date     Condition        Report By
 LZ1294  HISTORY     - 1934     MONUMENTED       CGS
 LZ1294  HISTORY     - 1962     GOOD             NGS
 LZ1294
 LZ1294                          STATION DESCRIPTION
 LZ1294
 LZ1294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 LZ1294'2.7 MI W FROM KEATING.
 LZ1294'2.7 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM KEATING,
 LZ1294'CLINTON COUNTY, AT MILEAGE C 50.3, ABOUT 1,660 FEET EAST OF
 LZ1294'MILEPOST C 50, 42 FEET WEST OF CONCRETE STATION POST 253, 36 FEET
 LZ1294'NORTH OF THE CENTER LINE OF THE MAIN TRACK, IN THE TOP OF A 4-FOOT
 LZ1294'ROCK LEDGE UNDER AN OVERHANGING ROCK SHELF, AND ABOUT 6-1/2 FEET
 LZ1294'HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED A 20
 LZ1294'1934.  NOTE-- ACCORDING TO REPORT FROM MR. ROBERT E. STEACY,
 LZ1294'LETTER OF JANUARY 2, 1962 INDICATES THAT MARK IS IN VERTICAL FACE
 LZ1294'OF ROCK LEDGE RATHER THAN IN THE TOP OF IT AS INDICATED IN
 LZ1294'DESCRIPTION, AND IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0105 ***********************************************************************
 KY0105  DESIGNATION -  A 200
 KY0105  PID         -  KY0105
 KY0105  STATE/COUNTY-  PA/LAWRENCE
 KY0105  USGS QUAD   -  BEAVER FALLS (1990)
 KY0105
 KY0105                         *CURRENT SURVEY CONTROL
 KY0105  ___________________________________________________________________
 KY0105* NAD 83(1986)-  40 51 35.     (N)    080 18 15.     (W)     SCALED    
 KY0105* NAVD 88     -       267.775  (meters)     878.53   (feet)  ADJUSTED  
 KY0105  ___________________________________________________________________
 KY0105  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KY0105  DYNAMIC HT  -         267.640 (meters)     878.08  (feet)  COMP
 KY0105  MODELED GRAV-     980,114.7   (mgal)                       NAVD 88
 KY0105
 KY0105  VERT ORDER  -  FIRST     CLASS II
 KY0105
 KY0105.The horizontal coordinates were scaled from a topographic map and have
 KY0105.an estimated accuracy of +/- 6 seconds.
 KY0105
 KY0105.The orthometric height was determined by differential leveling
 KY0105.and adjusted by the National Geodetic Survey in June 1991..
 KY0105
 KY0105.The geoid height was determined by GEOID03.
 KY0105
 KY0105.The dynamic height is computed by dividing the NAVD 88
 KY0105.geopotential number by the normal gravity value computed on the
 KY0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0105.degrees latitude (g = 980.6199 gals.).
 KY0105
 KY0105.The modeled gravity was interpolated from observed gravity values.
 KY0105
 KY0105;                    North         East    Units  Estimated Accuracy
 KY0105;SPC PA S     -   172,600.      384,680.      MT  (+/- 180 meters Scaled)
 KY0105
 KY0105                          SUPERSEDED SURVEY CONTROL
 KY0105
 KY0105  NGVD 29 (06/03/92)  267.901  (m)          878.94   (f) ADJUSTED    1 2
 KY0105
 KY0105.Superseded values are not recommended for survey control.
 KY0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0105.See file dsdata.txt to determine how the superseded data were derived.
 KY0105
 KY0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF586234(NAD 83)
 KY0105_MARKER: DB = BENCH MARK DISK
 KY0105_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KY0105_STAMPING: A 200 1950
 KY0105_MARK LOGO: CGS   
 KY0105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0105
 KY0105  HISTORY     - Date     Condition        Report By
 KY0105  HISTORY     - 1950     MONUMENTED       CGS
 KY0105  HISTORY     - 1984     GOOD             NGS
 KY0105
 KY0105                          STATION DESCRIPTION
 KY0105
 KY0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KY0105'0.9 MI W FROM ELLWOOD CITY.
 KY0105'0.9 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KY0105'STATION AT ELLWOOD CITY IN BRIDGE 364, AT MILE-POST 45-29.  IT
 KY0105'IS IN THE TOP AND NORTH END OF EAST ABUTMENT, 8 FEET NORTH OF
 KY0105'THE NORTH RAIL AND 1 FOOT BELOW THE LEVEL OF THE TRACK.  A
 KY0105'STANDARD DISK CEMENTED IN A DRILLED HOLE.
 KY0105
 KY0105                          STATION RECOVERY (1984)
 KY0105
 KY0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KY0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0141 ***********************************************************************
 KY0141  DESIGNATION -  A 201
 KY0141  PID         -  KY0141
 KY0141  STATE/COUNTY-  PA/BEAVER
 KY0141  USGS QUAD   -  ZELIENOPLE (1990)
 KY0141
 KY0141                         *CURRENT SURVEY CONTROL
 KY0141  ___________________________________________________________________
 KY0141* NAD 83(1986)-  40 47 53.     (N)    080 11 13.     (W)     SCALED    
 KY0141* NAVD 88     -       271.611  (meters)     891.11   (feet)  ADJUSTED  
 KY0141  ___________________________________________________________________
 KY0141  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 KY0141  DYNAMIC HT  -         271.473 (meters)     890.66  (feet)  COMP
 KY0141  MODELED GRAV-     980,110.2   (mgal)                       NAVD 88
 KY0141
 KY0141  VERT ORDER  -  SECOND    CLASS 0
 KY0141
 KY0141.The horizontal coordinates were scaled from a topographic map and have
 KY0141.an estimated accuracy of +/- 6 seconds.
 KY0141
 KY0141.The orthometric height was determined by differential leveling
 KY0141.and adjusted by the National Geodetic Survey in June 1991..
 KY0141
 KY0141.The geoid height was determined by GEOID03.
 KY0141
 KY0141.The dynamic height is computed by dividing the NAVD 88
 KY0141.geopotential number by the normal gravity value computed on the
 KY0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0141.degrees latitude (g = 980.6199 gals.).
 KY0141
 KY0141.The modeled gravity was interpolated from observed gravity values.
 KY0141
 KY0141;                    North         East    Units  Estimated Accuracy
 KY0141;SPC PA S     -   165,480.      394,370.      MT  (+/- 180 meters Scaled)
 KY0141
 KY0141                          SUPERSEDED SURVEY CONTROL
 KY0141
 KY0141  NGVD 29 (??/??/92)  271.759  (m)          891.60   (f) ADJ UNCH    2 0
 KY0141
 KY0141.Superseded values are not recommended for survey control.
 KY0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0141.See file dsdata.txt to determine how the superseded data were derived.
 KY0141
 KY0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF685166(NAD 83)
 KY0141_MARKER: DB = BENCH MARK DISK
 KY0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0141_STAMPING: A 201 1954
 KY0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0141+STABILITY: SURFACE MOTION
 KY0141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY0141+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2003
 KY0141
 KY0141  HISTORY     - Date     Condition        Report By
 KY0141  HISTORY     - 1954     MONUMENTED       CGS
 KY0141  HISTORY     - 20030428 GOOD             PADT
 KY0141
 KY0141                          STATION DESCRIPTION
 KY0141
 KY0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KY0141'2.8 MI NW FROM ZELIENOPLE.
 KY0141'ABOUT 2.8 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY0141'FROM THE FREIGHT STATION AT ZELIENOPLE, AT A FARM ROAD CROSSING,
 KY0141'20 1/2 FEET NORTHEAST OF NORTHEAST RAIL OF NORTHEAST TRACK,
 KY0141'29 FEET EAST OF CENTER OF CROSSING OF NORTHEAST TRACK AND FARM
 KY0141'ROAD, 27 FEET EAST-SOUTHEAST OF CENTER LINE OF ROAD, 6 FEET
 KY0141'WEST OF TELEPHONE POLE NO. 36/32 (M 15) AND ABOUT 2 1/2 FEET
 KY0141'SOUTHWEST OF THE ROW OF POLES, 2 FEET NORTH OF A WHITE WOODEN
 KY0141'WITNESS POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF TRACKS AND SET
 KY0141'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 KY0141
 KY0141                          STATION RECOVERY (2003)
 KY0141
 KY0141'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (CIH)
 KY0141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0133 ***********************************************************************
 KY0133  DESIGNATION -  A 202
 KY0133  PID         -  KY0133
 KY0133  STATE/COUNTY-  PA/BUTLER
 KY0133  USGS QUAD   -  ZELIENOPLE (1990)
 KY0133
 KY0133                         *CURRENT SURVEY CONTROL
 KY0133  ___________________________________________________________________
 KY0133* NAD 83(1986)-  40 48 09.     (N)    080 07 36.     (W)     SCALED    
 KY0133* NAVD 88     -       279.174  (meters)     915.92   (feet)  ADJUSTED  
 KY0133  ___________________________________________________________________
 KY0133  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KY0133  DYNAMIC HT  -         279.033 (meters)     915.46  (feet)  COMP
 KY0133  MODELED GRAV-     980,112.7   (mgal)                       NAVD 88
 KY0133
 KY0133  VERT ORDER  -  FIRST     CLASS II
 KY0133
 KY0133.The horizontal coordinates were scaled from a topographic map and have
 KY0133.an estimated accuracy of +/- 6 seconds.
 KY0133
 KY0133.The orthometric height was determined by differential leveling
 KY0133.and adjusted by the National Geodetic Survey in June 1991..
 KY0133
 KY0133.The geoid height was determined by GEOID03.
 KY0133
 KY0133.The dynamic height is computed by dividing the NAVD 88
 KY0133.geopotential number by the normal gravity value computed on the
 KY0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0133.degrees latitude (g = 980.6199 gals.).
 KY0133
 KY0133.The modeled gravity was interpolated from observed gravity values.
 KY0133
 KY0133;                    North         East    Units  Estimated Accuracy
 KY0133;SPC PA S     -   165,830.      399,470.      MT  (+/- 180 meters Scaled)
 KY0133
 KY0133                          SUPERSEDED SURVEY CONTROL
 KY0133
 KY0133  NGVD 29 (06/03/92)  279.307  (m)          916.36   (f) ADJUSTED    1 2
 KY0133
 KY0133.Superseded values are not recommended for survey control.
 KY0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0133.See file dsdata.txt to determine how the superseded data were derived.
 KY0133
 KY0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF736172(NAD 83)
 KY0133_MARKER: DB = BENCH MARK DISK
 KY0133_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0133_SP_SET: ABUTMENT
 KY0133_STAMPING: A 202 1954
 KY0133_MARK LOGO: CGS   
 KY0133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0133
 KY0133  HISTORY     - Date     Condition        Report By
 KY0133  HISTORY     - 1954     MONUMENTED       CGS
 KY0133  HISTORY     - 1983     GOOD             NGS
 KY0133  HISTORY     - 20020125 GOOD             INDIV
 KY0133
 KY0133                          STATION DESCRIPTION
 KY0133
 KY0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KY0133'AT HARMONY.
 KY0133'AT HARMONY, AT OVERPASS NO. 352A OF A ROAD OVER THE TRACKS, ABOUT
 KY0133'150 FEET WEST OF CENTER OF CROSSING OF SPRING STREET, SET
 KY0133'VERTICALLY IN THE EAST FACE OF EAST END OF NORTH STONE ABUTMENT
 KY0133'OF OVERPASS, 6 1/2 FEET NORTH RAIL OF NORTH TRACK AND ABOUT 3 1/2
 KY0133'FEET ABOVE LEVEL OF TRACK.
 KY0133
 KY0133                          STATION RECOVERY (1983)
 KY0133
 KY0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0133'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN HARMONY, AT
 KY0133'BRIDGE 352A (NOW ABANDONED, THE ROAD DEAD ENDS AT THE BRIDGE), SET
 KY0133'VERTICALLY IN THE EAST FACE OF THE EAST END OF THE NORTH STONE
 KY0133'ABUTMENT OF THE BRIDGE, 1.9 METERS (6.5 FT) NORTH OF THE NORTH RAIL,
 KY0133'45.7 METERS (150.0 FT) WEST OF THE CENTER OF THE CROSSING OF SPRING
 KY0133'STREET.
 KY0133'THE MARK IS 1.0 M ABOVE RAILROAD.
 KY0133
 KY0133                          STATION RECOVERY (2002)
 KY0133
 KY0133'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BMB)
 KY0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1068 ***********************************************************************
 KX1068  DESIGNATION -  A 203
 KX1068  PID         -  KX1068
 KX1068  STATE/COUNTY-  PA/WESTMORELAND
 KX1068  USGS QUAD   -  DERRY (1977)
 KX1068
 KX1068                         *CURRENT SURVEY CONTROL
 KX1068  ___________________________________________________________________
 KX1068* NAD 83(1986)-  40 17 32.     (N)    079 20 27.     (W)     SCALED    
 KX1068* NAVD 88     -       314.316  (meters)    1031.22   (feet)  ADJUSTED  
 KX1068  ___________________________________________________________________
 KX1068  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KX1068  DYNAMIC HT  -         314.148 (meters)    1030.67  (feet)  COMP
 KX1068  MODELED GRAV-     980,080.6   (mgal)                       NAVD 88
 KX1068
 KX1068  VERT ORDER  -  SECOND    CLASS 0
 KX1068
 KX1068.The horizontal coordinates were scaled from a topographic map and have
 KX1068.an estimated accuracy of +/- 6 seconds.
 KX1068
 KX1068.The orthometric height was determined by differential leveling
 KX1068.and adjusted by the National Geodetic Survey in June 1991..
 KX1068
 KX1068.The geoid height was determined by GEOID03.
 KX1068
 KX1068.The dynamic height is computed by dividing the NAVD 88
 KX1068.geopotential number by the normal gravity value computed on the
 KX1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1068.degrees latitude (g = 980.6199 gals.).
 KX1068
 KX1068.The modeled gravity was interpolated from observed gravity values.
 KX1068
 KX1068;                    North         East    Units  Estimated Accuracy
 KX1068;SPC PA S     -   107,690.      464,750.      MT  (+/- 180 meters Scaled)
 KX1068
 KX1068                          SUPERSEDED SURVEY CONTROL
 KX1068
 KX1068  NGVD 29 (??/??/92)  314.498  (m)         1031.82   (f) ADJ UNCH    2 0
 KX1068
 KX1068.Superseded values are not recommended for survey control.
 KX1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1068.See file dsdata.txt to determine how the superseded data were derived.
 KX1068
 KX1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE410615(NAD 83)
 KX1068_MARKER: DB = BENCH MARK DISK
 KX1068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1068_SP_SET: CULVERT
 KX1068_STAMPING: A 203 1954
 KX1068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1068
 KX1068  HISTORY     - Date     Condition        Report By
 KX1068  HISTORY     - 1954     MONUMENTED       CGS
 KX1068
 KX1068                          STATION DESCRIPTION
 KX1068
 KX1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KX1068'3.4 MI SE FROM LATROBE.
 KX1068'1.8 MILES SOUTH ALONG STATE HIGHWAY 982 FROM THE HIGH SCHOOL
 KX1068'AT LATROBE, THENCE ABOUT 1.6 MILES EAST ALONG U.S. HIGHWAY 30,
 KX1068'ABOUT 120 YARDS NORTH ACROSS OLD STEEL BRIDGE AND ROAD LEADING
 KX1068'TO DERRY AND BLAIRSVILLE, IN THE TOP OF THE WEST END OF THE NORTH
 KX1068'HEAD WALL OF AN 18-FOOT CONCRETE CULVERT OVER MILLER RUN, 54.2
 KX1068'FEET NORTH OF CENTER LINE OF NEW HIGHWAY UNDER CONSTRUCTION,
 KX1068'52 FEET EAST OF THE CENTER LINE OF ROAD LEADING TO DERRY AND
 KX1068'BLAIRSVILLE, ON RIGHT BANK OF LOYALHANNA CREEK, ABOUT LEEVEL WITH
 KX1068'NEW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1099 ***********************************************************************
 KX1099  DESIGNATION -  A 204
 KX1099  PID         -  KX1099
 KX1099  STATE/COUNTY-  PA/WESTMORELAND
 KX1099  USGS QUAD   -  STAHLSTOWN (1977)
 KX1099
 KX1099                         *CURRENT SURVEY CONTROL
 KX1099  ___________________________________________________________________
 KX1099* NAD 83(1986)-  40 09 53.     (N)    079 19 17.     (W)     SCALED    
 KX1099* NAVD 88     -       465.601  (meters)    1527.56   (feet)  ADJUSTED  
 KX1099  ___________________________________________________________________
 KX1099  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 KX1099  DYNAMIC HT  -         465.337 (meters)    1526.69  (feet)  COMP
 KX1099  MODELED GRAV-     980,045.0   (mgal)                       NAVD 88
 KX1099
 KX1099  VERT ORDER  -  SECOND    CLASS 0
 KX1099
 KX1099.The horizontal coordinates were scaled from a topographic map and have
 KX1099.an estimated accuracy of +/- 6 seconds.
 KX1099
 KX1099.The orthometric height was determined by differential leveling
 KX1099.and adjusted by the National Geodetic Survey in June 1991..
 KX1099
 KX1099.The geoid height was determined by GEOID03.
 KX1099
 KX1099.The dynamic height is computed by dividing the NAVD 88
 KX1099.geopotential number by the normal gravity value computed on the
 KX1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1099.degrees latitude (g = 980.6199 gals.).
 KX1099
 KX1099.The modeled gravity was interpolated from observed gravity values.
 KX1099
 KX1099;                    North         East    Units  Estimated Accuracy
 KX1099;SPC PA S     -    93,500.      466,150.      MT  (+/- 180 meters Scaled)
 KX1099
 KX1099                          SUPERSEDED SURVEY CONTROL
 KX1099
 KX1099  NGVD 29 (??/??/92)  465.773  (m)         1528.12   (f) ADJ UNCH    2 0
 KX1099
 KX1099.Superseded values are not recommended for survey control.
 KX1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1099.See file dsdata.txt to determine how the superseded data were derived.
 KX1099
 KX1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE429473(NAD 83)
 KX1099_MARKER: DB = BENCH MARK DISK
 KX1099_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1099_SP_SET: CULVERT
 KX1099_STAMPING: A 204 1954
 KX1099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1099
 KX1099  HISTORY     - Date     Condition        Report By
 KX1099  HISTORY     - 1954     MONUMENTED       CGS
 KX1099
 KX1099                          STATION DESCRIPTION
 KX1099
 KX1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KX1099'5.6 MI NE FROM DONEGAL.
 KX1099'5.6 MILES NORTHEAST ALONG STATE HIGHWAY 711 FROM THE JUNCTION
 KX1099'OF STATE HIGHWAY 31 AT DONEGAL, AT THE BOTTOM OF GRADES, IN THE
 KX1099'TOP OF THE NORTHEAST END OF SOUTHEAST HEAD WALL OF A 6-FOOT
 KX1099'ARCHED SKEW CULVERT UNDER HIGHWAY, 30 FEET SOUTHEAST OF CENTER
 KX1099'LINE OF HIGHWAY AND ABOUT 5 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1580 ***********************************************************************
 KX1580  DESIGNATION -  A 205
 KX1580  PID         -  KX1580
 KX1580  STATE/COUNTY-  PA/ALLEGHENY
 KX1580  USGS QUAD   -  GLENSHAW (1993)
 KX1580
 KX1580                         *CURRENT SURVEY CONTROL
 KX1580  ___________________________________________________________________
 KX1580* NAD 83(1986)-  40 33 51.     (N)    079 57 28.     (W)     SCALED    
 KX1580* NAVD 88     -       265.392  (meters)     870.71   (feet)  POSTED    
 KX1580  ___________________________________________________________________
 KX1580  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KX1580  DYNAMIC HT  -         265.260 (meters)     870.27  (feet)  COMP
 KX1580  MODELED GRAV-     980,106.9   (mgal)                       NAVD 88
 KX1580
 KX1580  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KX1580
 KX1580.The horizontal coordinates were scaled from a topographic map and have
 KX1580.an estimated accuracy of +/- 6 seconds.
 KX1580
 KX1580.The orthometric height was determined by differential leveling
 KX1580.and adjusted by the National Geodetic Survey in 1992..
 KX1580.No vertical observational check was made to the station.
 KX1580.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KX1580.was located on a no-check spur therefore a value was not computed.
 KX1580
 KX1580.The geoid height was determined by GEOID03.
 KX1580
 KX1580.The dynamic height is computed by dividing the NAVD 88
 KX1580.geopotential number by the normal gravity value computed on the
 KX1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1580.degrees latitude (g = 980.6199 gals.).
 KX1580
 KX1580.The modeled gravity was interpolated from observed gravity values.
 KX1580
 KX1580;                    North         East    Units  Estimated Accuracy
 KX1580;SPC PA S     -   139,000.      413,060.      MT  (+/- 180 meters Scaled)
 KX1580
 KX1580                          SUPERSEDED SURVEY CONTROL
 KX1580
 KX1580  NGVD 29 (??/??/92)  265.551  (m)          871.23   (f) ADJ UNCH    2 0
 KX1580
 KX1580.Superseded values are not recommended for survey control.
 KX1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1580.See file dsdata.txt to determine how the superseded data were derived.
 KX1580
 KX1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE882908(NAD 83)
 KX1580_MARKER: DD = SURVEY DISK
 KX1580_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1580_SP_SET: ABUTMENT
 KX1580_STAMPING: A 205 *
 KX1580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1580
 KX1580  HISTORY     - Date     Condition        Report By
 KX1580  HISTORY     - UNK      MONUMENTED       PADT
 KX1580  HISTORY     - 1954     GOOD             NGS
 KX1580  HISTORY     - 1960     MARK NOT FOUND   USGS
 KX1580
 KX1580                          STATION DESCRIPTION
 KX1580
 KX1580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KX1580'0.3 MI NE FROM ALLISON PARK.
 KX1580'0.3 MILE NORTHEAST ALONG STATE HIGHWAY 8 FROM THE POST OFFICE
 KX1580'AT ALLISON PARK, ABOUT 0.15 MILE SOUTHWEST OF JUNCTION OF
 KX1580'CLEARVIEW ROAD LEADING SOUTHEAST, IN THE TOP OF THE SOUTHEAST
 KX1580'END OF SOUTHWEST CONCRETE ABUTMENT OF A 30-FOOT HIGHWAY BRIDGE
 KX1580'OVER A STREAM, 27 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY
 KX1580'AND ABOUT LEVEL WITH HIGHWAY.
 KX1580
 KX1580                          STATION RECOVERY (1960)
 KX1580
 KX1580'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 KX1580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0507 ***********************************************************************
 KY0507  DESIGNATION -  A 206
 KY0507  PID         -  KY0507
 KY0507  STATE/COUNTY-  PA/WASHINGTON
 KY0507  USGS QUAD   -  PROSPERITY (1977)
 KY0507
 KY0507                         *CURRENT SURVEY CONTROL
 KY0507  ___________________________________________________________________
 KY0507* NAD 83(1986)-  40 04 36.     (N)    080 19 37.     (W)     SCALED    
 KY0507* NAVD 88     -       320.130  (meters)    1050.29   (feet)  ADJUSTED  
 KY0507  ___________________________________________________________________
 KY0507  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 KY0507  DYNAMIC HT  -         319.947 (meters)    1049.69  (feet)  COMP
 KY0507  MODELED GRAV-     980,045.1   (mgal)                       NAVD 88
 KY0507
 KY0507  VERT ORDER  -  SECOND    CLASS 0
 KY0507
 KY0507.The horizontal coordinates were scaled from a topographic map and have
 KY0507.an estimated accuracy of +/- 6 seconds.
 KY0507
 KY0507.The orthometric height was determined by differential leveling
 KY0507.and adjusted by the National Geodetic Survey in June 1991..
 KY0507
 KY0507.The geoid height was determined by GEOID03.
 KY0507
 KY0507.The dynamic height is computed by dividing the NAVD 88
 KY0507.geopotential number by the normal gravity value computed on the
 KY0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0507.degrees latitude (g = 980.6199 gals.).
 KY0507
 KY0507.The modeled gravity was interpolated from observed gravity values.
 KY0507
 KY0507;                    North         East    Units  Estimated Accuracy
 KY0507;SPC PA S     -    85,740.      380,230.      MT  (+/- 180 meters Scaled)
 KY0507
 KY0507                          SUPERSEDED SURVEY CONTROL
 KY0507
 KY0507  NGVD 29 (??/??/92)  320.268  (m)         1050.75   (f) ADJ UNCH    2 0
 KY0507
 KY0507.Superseded values are not recommended for survey control.
 KY0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0507.See file dsdata.txt to determine how the superseded data were derived.
 KY0507
 KY0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE573364(NAD 83)
 KY0507_MARKER: DB = BENCH MARK DISK
 KY0507_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0507_SP_SET: BRIDGE
 KY0507_STAMPING: A 206 1957
 KY0507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0507
 KY0507  HISTORY     - Date     Condition        Report By
 KY0507  HISTORY     - 1957     MONUMENTED       CGS
 KY0507
 KY0507                          STATION DESCRIPTION
 KY0507
 KY0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0507'5 MI SW FROM LAGONDA.
 KY0507'ABOUT 1.1 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE SCHOOL AT
 KY0507'LAGONDA, THENCE 2.05 MILES WEST ALONG A BLACK TOP ROAD, THENCE
 KY0507'1.85 MILES SOUTH ALONG STATE HIGHWAY 221, THENCE 105 YARDS
 KY0507'SOUTHWEST ALONG A BLACK TOP ROAD LEADING TO PLEASANT GROVE, SET
 KY0507'VERTICALLY IN THE NORTHEAST FACE OF THE CONCRETE FOOTING OF THE
 KY0507'NORTHWEST CONCRETE RAILING OF A 30-FOOT CONCRETE BRIDGE OVER TEN
 KY0507'MILE CREEK (AULD BRIDGE), 12 FEET NORTHWEST OF CENTER LINE OF
 KY0507'ROAD AND 1/2 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JX0087 ***********************************************************************
 JX0087  DESIGNATION -  A 207
 JX0087  PID         -  JX0087
 JX0087  STATE/COUNTY-  PA/GREENE
 JX0087  USGS QUAD   -  ROGERSVILLE (1994)
 JX0087
 JX0087                         *CURRENT SURVEY CONTROL
 JX0087  ___________________________________________________________________
 JX0087* NAD 83(1986)-  39 58 08.     (N)    080 19 02.     (W)     SCALED    
 JX0087* NAVD 88     -       318.572  (meters)    1045.18   (feet)  ADJUSTED  
 JX0087  ___________________________________________________________________
 JX0087  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JX0087  DYNAMIC HT  -         318.391 (meters)    1044.59  (feet)  COMP
 JX0087  MODELED GRAV-     980,049.6   (mgal)                       NAVD 88
 JX0087
 JX0087  VERT ORDER  -  SECOND    CLASS 0
 JX0087
 JX0087.The horizontal coordinates were scaled from a topographic map and have
 JX0087.an estimated accuracy of +/- 6 seconds.
 JX0087
 JX0087.The orthometric height was determined by differential leveling
 JX0087.and adjusted by the National Geodetic Survey in June 1991..
 JX0087
 JX0087.The geoid height was determined by GEOID03.
 JX0087
 JX0087.The dynamic height is computed by dividing the NAVD 88
 JX0087.geopotential number by the normal gravity value computed on the
 JX0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0087.degrees latitude (g = 980.6199 gals.).
 JX0087
 JX0087.The modeled gravity was interpolated from observed gravity values.
 JX0087
 JX0087;                    North         East    Units  Estimated Accuracy
 JX0087;SPC PA S     -    73,760.      380,710.      MT  (+/- 180 meters Scaled)
 JX0087
 JX0087                          SUPERSEDED SURVEY CONTROL
 JX0087
 JX0087  NGVD 29 (??/??/92)  318.712  (m)         1045.64   (f) ADJ UNCH    2 0
 JX0087
 JX0087.Superseded values are not recommended for survey control.
 JX0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0087.See file dsdata.txt to determine how the superseded data were derived.
 JX0087
 JX0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE583245(NAD 83)
 JX0087_MARKER: DD = SURVEY DISK
 JX0087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0087_SP_SET: BRIDGE
 JX0087_STAMPING: A 207 1957
 JX0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0087
 JX0087  HISTORY     - Date     Condition        Report By
 JX0087  HISTORY     - 1957     MONUMENTED       PADH
 JX0087  HISTORY     - 1957     GOOD             NGS
 JX0087
 JX0087                          STATION DESCRIPTION
 JX0087
 JX0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0087'0.8 MI NW FROM NINEVEH.
 JX0087'ABOUT 0.75 MILE NORTHWEST ALONG STATE HIGHWAY 18 FROM THE POST
 JX0087'OFFICE AND HOPKINS STORE AT NINEVEH, IN THE TOP OF THE NORTHEAST
 JX0087'END OF THE SOUTHWEST WING WALL OF THE NORTHWEST ABUTMENT OF A
 JX0087'40-FOOT CONCRETE BRIDGE OVER BROWNS CREEK, 13 1/2 FEET SOUTHWEST
 JX0087'OF CENTER LINE OF HIGHWAY, 0.2 FOOT SOUTHWEST OF CONCRETE
 JX0087'BANISTER AND ABOUT LEVEL WITH BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0419 ***********************************************************************
 KY0419  DESIGNATION -  A 208
 KY0419  PID         -  KY0419
 KY0419  STATE/COUNTY-  PA/WASHINGTON
 KY0419  USGS QUAD   -  CLAYSVILLE (1977)
 KY0419
 KY0419                         *CURRENT SURVEY CONTROL
 KY0419  ___________________________________________________________________
 KY0419* NAD 83(1986)-  40 07 01.     (N)    080 28 43.     (W)     SCALED    
 KY0419* NAVD 88     -       321.149  (meters)    1053.64   (feet)  ADJUSTED  
 KY0419  ___________________________________________________________________
 KY0419  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KY0419  DYNAMIC HT  -         320.969 (meters)    1053.05  (feet)  COMP
 KY0419  MODELED GRAV-     980,054.7   (mgal)                       NAVD 88
 KY0419
 KY0419  VERT ORDER  -  SECOND    CLASS 0
 KY0419
 KY0419.The horizontal coordinates were scaled from a topographic map and have
 KY0419.an estimated accuracy of +/- 6 seconds.
 KY0419
 KY0419.The orthometric height was determined by differential leveling
 KY0419.and adjusted by the National Geodetic Survey in June 1991..
 KY0419
 KY0419.The geoid height was determined by GEOID03.
 KY0419
 KY0419.The dynamic height is computed by dividing the NAVD 88
 KY0419.geopotential number by the normal gravity value computed on the
 KY0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0419.degrees latitude (g = 980.6199 gals.).
 KY0419
 KY0419.The modeled gravity was interpolated from observed gravity values.
 KY0419
 KY0419;                    North         East    Units  Estimated Accuracy
 KY0419;SPC PA S     -    90,600.      367,430.      MT  (+/- 180 meters Scaled)
 KY0419
 KY0419                          SUPERSEDED SURVEY CONTROL
 KY0419
 KY0419  NGVD 29 (??/??/92)  321.297  (m)         1054.12   (f) ADJ UNCH    2 0
 KY0419
 KY0419.Superseded values are not recommended for survey control.
 KY0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0419.See file dsdata.txt to determine how the superseded data were derived.
 KY0419
 KY0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE444408(NAD 83)
 KY0419_MARKER: DB = BENCH MARK DISK
 KY0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0419_STAMPING: A 208 1960
 KY0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0419+STABILITY: SURFACE MOTION
 KY0419
 KY0419  HISTORY     - Date     Condition        Report By
 KY0419  HISTORY     - 1960     MONUMENTED       CGS
 KY0419
 KY0419                          STATION DESCRIPTION
 KY0419
 KY0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0419'2.4 MI NE FROM WEST ALEXANDER.
 KY0419'ABOUT 2.4 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY0419'FROM THE STATION AT WEST ALEXANDER, 1.2 MILES SOUTHWEST ALONG
 KY0419'THE B. AND O. R.R. FROM THE CROSSING OF A ROAD LEADING TO
 KY0419'DONEGAL COMPRESSOR PLANT AT VIENNA, 60 1/2 FEET SOUTH-SOUTHEAST
 KY0419'OF THE SOUTH-SOUTHEAST RAIL AND ON THE OUTSIDE OF A CURVE, 43
 KY0419'FEET SOUTHEAST OF MILEAGE POLE 50+30, 126 FEET SOUTH-SOUTHWEST
 KY0419'OF THE CENTER OF A TRAIL ROAD CROSSING, 11 1/2 FEET EAST-SOUTHEAST
 KY0419'OF THE CENTER LINE OF WOODS TRAIL, 2 FEET NORTHWEST OF A WIRE
 KY0419'FENCE, 12 FEET SOUTHWEST OF A FORKED APPLE TREE ALONG THE
 KY0419'FENCE LINE, 1.5 FEET SOUTH OF A STEEL WITNESS POST, ABOUT 6
 KY0419'FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE
 KY0419'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0715 ***********************************************************************
 JU0715  DESIGNATION -  A 209
 JU0715  PID         -  JU0715
 JU0715  STATE/COUNTY-  PA/PHILADELPHIA
 JU0715  USGS QUAD   -  CAMDEN (1995)
 JU0715
 JU0715                         *CURRENT SURVEY CONTROL
 JU0715  ___________________________________________________________________
 JU0715* NAD 83(1986)-  39 59 35.     (N)    075 04 53.     (W)     SCALED    
 JU0715* NAVD 88     -         7.047  (meters)      23.12   (feet)  ADJUSTED  
 JU0715  ___________________________________________________________________
 JU0715  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JU0715  DYNAMIC HT  -           7.043 (meters)      23.11  (feet)  COMP
 JU0715  MODELED GRAV-     980,184.0   (mgal)                       NAVD 88
 JU0715
 JU0715  VERT ORDER  -  FIRST     CLASS I
 JU0715
 JU0715.The horizontal coordinates were scaled from a topographic map and have
 JU0715.an estimated accuracy of +/- 6 seconds.
 JU0715
 JU0715.The orthometric height was determined by differential leveling
 JU0715.and adjusted by the National Geodetic Survey in June 1991..
 JU0715.WARNING-Repeat measurements at this control monument indicate possible
 JU0715.vertical movement.
 JU0715
 JU0715.The geoid height was determined by GEOID03.
 JU0715
 JU0715.The dynamic height is computed by dividing the NAVD 88
 JU0715.geopotential number by the normal gravity value computed on the
 JU0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0715.degrees latitude (g = 980.6199 gals.).
 JU0715
 JU0715.The modeled gravity was interpolated from observed gravity values.
 JU0715
 JU0715;                    North         East    Units  Estimated Accuracy
 JU0715;SPC PA S     -    76,700.      827,870.      MT  (+/- 180 meters Scaled)
 JU0715
 JU0715                          SUPERSEDED SURVEY CONTROL
 JU0715
 JU0715  NGVD 29 (01/10/92)    7.368  (m)           24.17   (f) ADJUSTED    1 1
 JU0715
 JU0715.Superseded values are not recommended for survey control.
 JU0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0715.See file dsdata.txt to determine how the superseded data were derived.
 JU0715
 JU0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK930269(NAD 83)
 JU0715_MARKER: DB = BENCH MARK DISK
 JU0715_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU0715_SP_SET: 22.5 FEET
 JU0715_STAMPING: A 209 1963
 JU0715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0715
 JU0715  HISTORY     - Date     Condition        Report By
 JU0715  HISTORY     - 1963     MONUMENTED       CGS
 JU0715  HISTORY     - 1974     GOOD             NGS
 JU0715  HISTORY     - 1979     GOOD             NGS
 JU0715
 JU0715                          STATION DESCRIPTION
 JU0715
 JU0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JU0715'AT PHILADELPHIA.
 JU0715'AT PHILAEDLPHIA, AT THE INTERSECTION OF RICHMOND AND LEWIS
 JU0715'STREETS, NEAR THE PENN CENTRAL RAILROAD BRIDGE NO. 1-08 OVER
 JU0715'RICHMOND STREET, 45 FEET NORTHEAST OF CENTER LINE OF LEWIS
 JU0715'STREET, 27.5 FEET SOUTHEAST OF THE SOUTHEAST CURB OF RICHMOND
 JU0715'STREET, 41.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 17 FEET
 JU0715'SOUTHWEST OF THE SOUTH CORNER OF THE SOUTHEAST ABUTMENT OF THE
 JU0715'RAILROAD BRIDGE, ABOUT 25 FEET BELOW THE LEVEL OF THE TRACKS,
 JU0715'1 FOOT ABOVE THE LEVEL OF RICHMOND STREET AND ON THE TOP OF A
 JU0715'COPPER COATED STEEL ROD WHICH WAS DRIVEN TO REFUSAL AT 22.5 FEET,
 JU0715'THE DISK IS FLUSH WITH THE SURFACE OF THE GROUND AND ENCASED IN
 JU0715'A 6-INCH TILE PIPE WHICH PROJECTS 0.1 FOOT.
 JU0715
 JU0715                          STATION RECOVERY (1979)
 JU0715
 JU0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0141 ***********************************************************************
 MA0141  DESIGNATION -  A 21
 MA0141  PID         -  MA0141
 MA0141  STATE/COUNTY-  PA/CLEARFIELD
 MA0141  USGS QUAD   -  CLEARFIELD (1981)
 MA0141
 MA0141                         *CURRENT SURVEY CONTROL
 MA0141  ___________________________________________________________________
 MA0141* NAD 83(1986)-  41 00 14.     (N)    078 23 05.     (W)     SCALED    
 MA0141* NAVD 88     -       388.793  (meters)    1275.57   (feet)  ADJUSTED  
 MA0141  ___________________________________________________________________
 MA0141  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 MA0141  DYNAMIC HT  -         388.604 (meters)    1274.94  (feet)  COMP
 MA0141  MODELED GRAV-     980,127.5   (mgal)                       NAVD 88
 MA0141
 MA0141  VERT ORDER  -  FIRST     CLASS I
 MA0141
 MA0141.The horizontal coordinates were scaled from a topographic map and have
 MA0141.an estimated accuracy of +/- 6 seconds.
 MA0141
 MA0141.The orthometric height was determined by differential leveling
 MA0141.and adjusted by the National Geodetic Survey in June 1991..
 MA0141
 MA0141.The geoid height was determined by GEOID03.
 MA0141
 MA0141.The dynamic height is computed by dividing the NAVD 88
 MA0141.geopotential number by the normal gravity value computed on the
 MA0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0141.degrees latitude (g = 980.6199 gals.).
 MA0141
 MA0141.The modeled gravity was interpolated from observed gravity values.
 MA0141
 MA0141;                    North         East    Units  Estimated Accuracy
 MA0141;SPC PA N     -    93,170.      546,600.      MT  (+/- 180 meters Scaled)
 MA0141
 MA0141                          SUPERSEDED SURVEY CONTROL
 MA0141
 MA0141  NGVD 29 (??/??/92)  388.957  (m)         1276.10   (f) ADJ UNCH    1 1
 MA0141
 MA0141.Superseded values are not recommended for survey control.
 MA0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0141.See file dsdata.txt to determine how the superseded data were derived.
 MA0141
 MA0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF199424(NAD 83)
 MA0141_MARKER: DB = BENCH MARK DISK
 MA0141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0141_SP_SET: CULVERT
 MA0141_STAMPING: A 21 1934
 MA0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0141
 MA0141  HISTORY     - Date     Condition        Report By
 MA0141  HISTORY     - 1934     MONUMENTED       CGS
 MA0141  HISTORY     - 1966     GOOD             NGS
 MA0141
 MA0141                          STATION DESCRIPTION
 MA0141
 MA0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MA0141'4 MI SE FROM CLEARFIELD.
 MA0141'ABOUT 4.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 322 FROM THE POST
 MA0141'OFFICE AT CLEARFIELD, 32 FEET WEST OF THE CENTER LINE OF THE
 MA0141'HIGHWAY, 7 FEET NORTH OF THE EXTENDED CENTER LINE OF COUNTY ROAD
 MA0141'1705O, SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 MA0141'HEAD WALL OF A CULVERT UNDER THE HIGHWAY, 105 FEET EAST OF THE
 MA0141'EAST RAIL OF THE MAIN TRACK OF THE PENNSYLVANIA RAILROAD, 120
 MA0141'FEET WEST AND ACROSS THE HIGHWAY FROM BENCH MARK B 241, ABOUT
 MA0141'7 FEET ABOVE THE LEVEL OF THE TRACKS, AND ABOUT 7 FEET BELOW THE
 MA0141'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0624 ***********************************************************************
 KW0624  DESIGNATION -  A 213
 KW0624  PID         -  KW0624
 KW0624  STATE/COUNTY-  PA/LANCASTER
 KW0624  USGS QUAD   -  LITITZ (1995)
 KW0624
 KW0624                         *CURRENT SURVEY CONTROL
 KW0624  ___________________________________________________________________
 KW0624* NAD 83(1986)-  40 08 27.     (N)    076 18 14.     (W)     SCALED    
 KW0624* NAVD 88     -       143.385  (meters)     470.42   (feet)  ADJUSTED  
 KW0624  ___________________________________________________________________
 KW0624  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 KW0624  DYNAMIC HT  -         143.308 (meters)     470.17  (feet)  COMP
 KW0624  MODELED GRAV-     980,092.6   (mgal)                       NAVD 88
 KW0624
 KW0624  VERT ORDER  -  SECOND    CLASS 0
 KW0624
 KW0624.The horizontal coordinates were scaled from a topographic map and have
 KW0624.an estimated accuracy of +/- 6 seconds.
 KW0624
 KW0624.The orthometric height was determined by differential leveling
 KW0624.and adjusted by the National Geodetic Survey in June 1991..
 KW0624
 KW0624.The geoid height was determined by GEOID03.
 KW0624
 KW0624.The dynamic height is computed by dividing the NAVD 88
 KW0624.geopotential number by the normal gravity value computed on the
 KW0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0624.degrees latitude (g = 980.6199 gals.).
 KW0624
 KW0624.The modeled gravity was interpolated from observed gravity values.
 KW0624
 KW0624;                    North         East    Units  Estimated Accuracy
 KW0624;SPC PA S     -    90,670.      723,230.      MT  (+/- 180 meters Scaled)
 KW0624
 KW0624                          SUPERSEDED SURVEY CONTROL
 KW0624
 KW0624  NGVD 29 (??/??/??)  143.617  (m)          471.18   (f) ADJUSTED    2 0
 KW0624
 KW0624.Superseded values are not recommended for survey control.
 KW0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0624.See file dsdata.txt to determine how the superseded data were derived.
 KW0624
 KW0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK889442(NAD 83)
 KW0624_MARKER: DB = BENCH MARK DISK
 KW0624_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0624_SP_SET: CONC WATER METER BOX
 KW0624_STAMPING: A 213 1964
 KW0624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0624+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2006
 KW0624
 KW0624  HISTORY     - Date     Condition        Report By
 KW0624  HISTORY     - 1964     MONUMENTED       CGS
 KW0624  HISTORY     - 20040306 GOOD             PADT
 KW0624  HISTORY     - 20060702 GOOD             GEOCAC
 KW0624
 KW0624                          STATION DESCRIPTION
 KW0624
 KW0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KW0624'1.2 MI S FROM LITITZ.
 KW0624'THIS MARK IS LOCATED 1.2 MILES SOUTH OF LITITZ, PA.  TO REACH FROM
 KW0624'THE FOUNTAIN AT THE MAIN SQUARE AT LITITZ PROCEED SOUTH ON THE
 KW0624'LITITZ PIKE 1.2 MILES TO MARK ON RIGHT.  IT IS 55.5 FEET S.E. OF
 KW0624'THE S.E. CORNER OF THE PORCH ON THE BRICK HOUSE AT 744 LITITZ PIKE,
 KW0624'AND 27 FEET WEST OF THE CENTER LINE OF THE PIKE.  IT IS SET IN
 KW0624'A DRILL HOLE IN THE N.E. CORNER OF A 5 X 5 FT. CONCRETE WATER
 KW0624'METER BOX, ABOUT 2 FT. ABOVE GROUND.
 KW0624
 KW0624                          STATION RECOVERY (2004)
 KW0624
 KW0624'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (SMM)
 KW0624'RECOVERED IN GOOD CONDITION.
 KW0624
 KW0624                          STATION RECOVERY (2006)
 KW0624
 KW0624'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0624'BRICK HOUSE AT 744 LITITZ PIKE HAS BEEN REMOVED. MARK IS 76.9 FEET AT
 KW0624'84 DEGREES FROM THE SOUTHWEST CORNER OF THE NORTHWEST SAVINGS BANK,
 KW0624'SET IN A DRILLHOLE IN THE NORTHEAST CORNER OF A 3.4 X 4.3 METER BOX.
 KW0624'HH2 40 08.482 76 18.240
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1378 ***********************************************************************
 MA1378  DESIGNATION -  A 216
 MA1378  PID         -  MA1378
 MA1378  STATE/COUNTY-  PA/VENANGO
 MA1378  USGS QUAD   -  FRANKLIN (1972)
 MA1378
 MA1378                         *CURRENT SURVEY CONTROL
 MA1378  ___________________________________________________________________
 MA1378* NAD 83(1986)-  41 23 25.     (N)    079 50 20.     (W)     SCALED    
 MA1378* NAVD 88     -       358.734  (meters)    1176.95   (feet)  ADJUSTED  
 MA1378  ___________________________________________________________________
 MA1378  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 MA1378  DYNAMIC HT  -         358.579 (meters)    1176.44  (feet)  COMP
 MA1378  MODELED GRAV-     980,179.1   (mgal)                       NAVD 88
 MA1378
 MA1378  VERT ORDER  -  SECOND    CLASS 0
 MA1378
 MA1378.The horizontal coordinates were scaled from a topographic map and have
 MA1378.an estimated accuracy of +/- 6 seconds.
 MA1378
 MA1378.The orthometric height was determined by differential leveling
 MA1378.and adjusted by the National Geodetic Survey in June 1991..
 MA1378
 MA1378.The geoid height was determined by GEOID03.
 MA1378
 MA1378.The dynamic height is computed by dividing the NAVD 88
 MA1378.geopotential number by the normal gravity value computed on the
 MA1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1378.degrees latitude (g = 980.6199 gals.).
 MA1378
 MA1378.The modeled gravity was interpolated from observed gravity values.
 MA1378
 MA1378;                    North         East    Units  Estimated Accuracy
 MA1378;SPC PA N     -   137,990.      425,320.      MT  (+/- 180 meters Scaled)
 MA1378
 MA1378                          SUPERSEDED SURVEY CONTROL
 MA1378
 MA1378  NGVD 29 (??/??/92)  358.918  (m)         1177.55   (f) ADJ UNCH    2 0
 MA1378
 MA1378.Superseded values are not recommended for survey control.
 MA1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1378.See file dsdata.txt to determine how the superseded data were derived.
 MA1378
 MA1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF970827(NAD 83)
 MA1378_MARKER: DB = BENCH MARK DISK
 MA1378_SETTING: 66 = SET IN ROCK OUTCROP
 MA1378_SP_SET: ROCK OUTCROP
 MA1378_STAMPING: A 216 1959
 MA1378_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA1378+STABILITY: POSITION/ELEVATION WELL
 MA1378
 MA1378  HISTORY     - Date     Condition        Report By
 MA1378  HISTORY     - 1959     MONUMENTED       CGS
 MA1378  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 MA1378  HISTORY     - 19930301 MARK NOT FOUND   DOD
 MA1378
 MA1378                          STATION DESCRIPTION
 MA1378
 MA1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA1378'AT FRANKLIN.
 MA1378'AT FRANKLIN, VENANGO COUNTY, ABOUT 1 MILE SOUTH OF THE COUNTY
 MA1378'COURTHOUSE ALONG PENNSYLVANIA STATE ROUTE NO. 8.  28 FEET WEST
 MA1378'OF THE CENTERLINE OF STATE ROUTE 8, 29 FEET SOUTH OF A TELEPHONE
 MA1378'POLE AND 15 FEET NORTHWEST OF A POWERLINE POLE.  A STANDARD DISK
 MA1378'STAMPED A 216 1959 CEMENTED IN A DRILL HOLE IN THE TOP OF A ROCK
 MA1378'OUTCROP AND ABOUT 8 INCHES HIGHER THAN THE ROAD SURFACE.
 MA1378
 MA1378                          STATION RECOVERY (1979)
 MA1378
 MA1378'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 MA1378'MARK NOT FOUND.
 MA1378
 MA1378                          STATION RECOVERY (1993)
 MA1378
 MA1378'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1993
 MA1378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0372 ***********************************************************************
 LZ0372  DESIGNATION -  A 217
 LZ0372  PID         -  LZ0372
 LZ0372  STATE/COUNTY-  PA/LYCOMING
 LZ0372  USGS QUAD   -  MONTOURSVILLE SOUTH (1994)
 LZ0372
 LZ0372                         *CURRENT SURVEY CONTROL
 LZ0372  ___________________________________________________________________
 LZ0372* NAD 83(1986)-  41 14 41.     (N)    076 55 04.     (W)     SCALED    
 LZ0372* NAVD 88     -       161.029  (meters)     528.31   (feet)  ADJUSTED  
 LZ0372  ___________________________________________________________________
 LZ0372  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 LZ0372  DYNAMIC HT  -         160.960 (meters)     528.08  (feet)  COMP
 LZ0372  MODELED GRAV-     980,192.3   (mgal)                       NAVD 88
 LZ0372
 LZ0372  VERT ORDER  -  SECOND    CLASS 0
 LZ0372
 LZ0372.The horizontal coordinates were scaled from a topographic map and have
 LZ0372.an estimated accuracy of +/- 6 seconds.
 LZ0372
 LZ0372.The orthometric height was determined by differential leveling
 LZ0372.and adjusted by the National Geodetic Survey in June 1991..
 LZ0372
 LZ0372.The geoid height was determined by GEOID03.
 LZ0372
 LZ0372.The dynamic height is computed by dividing the NAVD 88
 LZ0372.geopotential number by the normal gravity value computed on the
 LZ0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0372.degrees latitude (g = 980.6199 gals.).
 LZ0372
 LZ0372.The modeled gravity was interpolated from observed gravity values.
 LZ0372
 LZ0372;                    North         East    Units  Estimated Accuracy
 LZ0372;SPC PA N     -   120,060.      669,760.      MT  (+/- 180 meters Scaled)
 LZ0372
 LZ0372                          SUPERSEDED SURVEY CONTROL
 LZ0372
 LZ0372  NGVD 29 (??/??/92)  161.247  (m)          529.02   (f) ADJ UNCH    2 0
 LZ0372
 LZ0372.Superseded values are not recommended for survey control.
 LZ0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0372.See file dsdata.txt to determine how the superseded data were derived.
 LZ0372
 LZ0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL393676(NAD 83)
 LZ0372_MARKER: DD = SURVEY DISK
 LZ0372_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0372_SP_SET: CEILOMETER BASE
 LZ0372_STAMPING: 217 A 1962
 LZ0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0372
 LZ0372  HISTORY     - Date     Condition        Report By
 LZ0372  HISTORY     - 1962     MONUMENTED       CGS
 LZ0372  HISTORY     - 1970     GOOD             NGS
 LZ0372  HISTORY     - 20000105 GOOD             PADT
 LZ0372
 LZ0372                          STATION DESCRIPTION
 LZ0372
 LZ0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LZ0372'IN MONTOURSVILLE.
 LZ0372'LOCATED AT THE WILLIAMSPORT-LYCOMING CO AIRPORT IN THE SOUTH
 LZ0372'EDGE OF MONTOURSVILLE.  A STANDARD DISK CEMENTED IN A DRILL HOLE
 LZ0372'IN THE SOUTHEAST CORNER OF THE BASE OF THE U.S. WEATHER BUREAUS
 LZ0372'CEILOMETER LOCATED JUST EAST OF THE CONTROL TOWER.  A STANDARD
 LZ0372'DISK STAMPED 217 A 1962.
 LZ0372
 LZ0372                          STATION RECOVERY (1970)
 LZ0372
 LZ0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LZ0372'RECOVERED IN GOOD CONDITION.
 LZ0372
 LZ0372                          STATION RECOVERY (2000)
 LZ0372
 LZ0372'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (WJH)
 LZ0372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0677 ***********************************************************************
 KX0677  DESIGNATION -  A 22
 KX0677  PID         -  KX0677
 KX0677  STATE/COUNTY-  PA/JEFFERSON
 KX0677  USGS QUAD   -  PUNXSUTAWNEY (1994)
 KX0677
 KX0677                         *CURRENT SURVEY CONTROL
 KX0677  ___________________________________________________________________
 KX0677* NAD 83(1986)-  40 56 45.     (N)    078 58 15.     (W)     SCALED    
 KX0677* NAVD 88     -       377.279  (meters)    1237.79   (feet)  ADJUSTED  
 KX0677  ___________________________________________________________________
 KX0677  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KX0677  DYNAMIC HT  -         377.097 (meters)    1237.19  (feet)  COMP
 KX0677  MODELED GRAV-     980,130.0   (mgal)                       NAVD 88
 KX0677
 KX0677  VERT ORDER  -  SECOND    CLASS 0
 KX0677
 KX0677.The horizontal coordinates were scaled from a topographic map and have
 KX0677.an estimated accuracy of +/- 6 seconds.
 KX0677
 KX0677.The orthometric height was determined by differential leveling
 KX0677.and adjusted by the National Geodetic Survey in June 1991..
 KX0677
 KX0677.The geoid height was determined by GEOID03.
 KX0677
 KX0677.The dynamic height is computed by dividing the NAVD 88
 KX0677.geopotential number by the normal gravity value computed on the
 KX0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0677.degrees latitude (g = 980.6199 gals.).
 KX0677
 KX0677.The modeled gravity was interpolated from observed gravity values.
 KX0677
 KX0677;                    North         East    Units  Estimated Accuracy
 KX0677;SPC PA N     -    87,250.      497,210.      MT  (+/- 180 meters Scaled)
 KX0677
 KX0677                          SUPERSEDED SURVEY CONTROL
 KX0677
 KX0677  NGVD 29 (??/??/92)  377.445  (m)         1238.33   (f) ADJ UNCH    2 0
 KX0677
 KX0677.Superseded values are not recommended for survey control.
 KX0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0677.See file dsdata.txt to determine how the superseded data were derived.
 KX0677
 KX0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF708347(NAD 83)
 KX0677_MARKER: DB = BENCH MARK DISK
 KX0677_SETTING: 0 = UNSPECIFIED SETTING
 KX0677_STAMPING: A 22 1934
 KX0677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0677
 KX0677  HISTORY     - Date     Condition        Report By
 KX0677  HISTORY     - 1934     MONUMENTED       CGS
 KX0677
 KX0677                          STATION DESCRIPTION
 KX0677
 KX0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KX0677'AT PUNXSUTAWNEY.
 KX0677'AT PUNXSUTAWNEY, JEFFERSON COUNTY, AT THE BALTIMORE AND OHIO
 KX0677'RAILROAD PASSENGER STATION, 25 FEET NORTH OF THE TICKET
 KX0677'WINDOW, IN THE FACE OF THE WATER TABLE, AND ABOUT 3 FEET ABOVE
 KX0677'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED A 22 1934 AND
 KX0677'SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1860 ***********************************************************************
 KX1860  DESIGNATION -  A 22 RESET 1981
 KX1860  PID         -  KX1860
 KX1860  STATE/COUNTY-  PA/JEFFERSON
 KX1860  USGS QUAD   -  PUNXSUTAWNEY (1994)
 KX1860
 KX1860                         *CURRENT SURVEY CONTROL
 KX1860  ___________________________________________________________________
 KX1860* NAD 83(1986)-  40 56 45.     (N)    078 58 15.     (W)     SCALED    
 KX1860* NAVD 88     -       376.01   (meters)    1233.6    (feet)  RESET     
 KX1860  ___________________________________________________________________
 KX1860  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KX1860
 KX1860  VERT ORDER  -  THIRD
 KX1860
 KX1860.The horizontal coordinates were scaled from a topographic map and have
 KX1860.an estimated accuracy of +/- 6 seconds.
 KX1860
 KX1860.The orthometric height was computed from unverified reset data.
 KX1860.No vertical observational check was made to the station.
 KX1860
 KX1860.The geoid height was determined by GEOID03.
 KX1860
 KX1860;                    North         East    Units  Estimated Accuracy
 KX1860;SPC PA N     -    87,250.      497,210.      MT  (+/- 180 meters Scaled)
 KX1860
 KX1860                          SUPERSEDED SURVEY CONTROL
 KX1860
 KX1860  NGVD 29 (02/24/03)  376.18   (m)         1234.2    (f) RESET       3  
 KX1860
 KX1860.Superseded values are not recommended for survey control.
 KX1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1860.See file dsdata.txt to determine how the superseded data were derived.
 KX1860
 KX1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF708347(NAD 83)
 KX1860_MARKER: DB = BENCH MARK DISK
 KX1860_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KX1860_SP_SET: STEPS
 KX1860_STAMPING: A 22 RESET 1981
 KX1860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1860
 KX1860  HISTORY     - Date     Condition        Report By
 KX1860  HISTORY     - 1981     MONUMENTED       NGS
 KX1860
 KX1860                          STATION DESCRIPTION
 KX1860
 KX1860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 KX1860'IN PUNXSUTAWNEY.
 KX1860'IN THE NORTH PART OF PUNXSUTAWNEY, ABOUT 0.15 KM (0.1 MI) SOUTH OF
 KX1860'THE RAILROAD, ABOUT 0.15 KM (0.1 MI) NORTH OF THE INTERSECTION OF
 KX1860'MAHONING STREET AND JEFFERSON STREET, IN THE CONCRETE STEP FOR THE
 KX1860'WEST ENTRANCE TO THE PUNXSUTAWNEY AREA JUNIOR HIGH SCHOOL, 58.2
 KX1860'METERS (191.0 FEET) NORTH OF THE CENTER TORRENCE ALLEY, 23.8 METERS
 KX1860'78.0 (78.0 FEET) EAST-SOUTHEAST OF A FLAGPOLE, 9.1 METERS (30.5 FEET)
 KX1860'EAST OF THE CENTER OF NORTH JEFFERSON STREET, AND 0.15 METERS
 KX1860'(0.5 FOOT) NORTHWEST OF THE CORNER OF THE WALL AT THE SOUTHWEST
 KX1860'EDGE OF THE ENTRANCE.
 KX1860'THE MARK IS 1.0 FT ABOVE JEFFERSON ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1067 ***********************************************************************
 MA1067  DESIGNATION -  A 221
 MA1067  PID         -  MA1067
 MA1067  STATE/COUNTY-  PA/CLARION
 MA1067  USGS QUAD   -  STRATTANVILLE (1981)
 MA1067
 MA1067                         *CURRENT SURVEY CONTROL
 MA1067  ___________________________________________________________________
 MA1067* NAD 83(1986)-  41 10 55.     (N)    079 16 33.     (W)     SCALED    
 MA1067* NAVD 88     -       473.757  (meters)    1554.32   (feet)  ADJUSTED  
 MA1067  ___________________________________________________________________
 MA1067  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 MA1067  DYNAMIC HT  -         473.538 (meters)    1553.60  (feet)  COMP
 MA1067  MODELED GRAV-     980,146.1   (mgal)                       NAVD 88
 MA1067
 MA1067  VERT ORDER  -  SECOND    CLASS 0
 MA1067
 MA1067.The horizontal coordinates were scaled from a topographic map and have
 MA1067.an estimated accuracy of +/- 6 seconds.
 MA1067
 MA1067.The orthometric height was determined by differential leveling
 MA1067.and adjusted by the National Geodetic Survey in June 1991..
 MA1067
 MA1067.The geoid height was determined by GEOID03.
 MA1067
 MA1067.The dynamic height is computed by dividing the NAVD 88
 MA1067.geopotential number by the normal gravity value computed on the
 MA1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1067.degrees latitude (g = 980.6199 gals.).
 MA1067
 MA1067.The modeled gravity was interpolated from observed gravity values.
 MA1067
 MA1067;                    North         East    Units  Estimated Accuracy
 MA1067;SPC PA N     -   113,880.      471,990.      MT  (+/- 180 meters Scaled)
 MA1067
 MA1067                          SUPERSEDED SURVEY CONTROL
 MA1067
 MA1067  NGVD 29 (??/??/92)  473.912  (m)         1554.83   (f) ADJ UNCH    2 0
 MA1067
 MA1067.Superseded values are not recommended for survey control.
 MA1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1067.See file dsdata.txt to determine how the superseded data were derived.
 MA1067
 MA1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF446603(NAD 83)
 MA1067_MARKER: DB = BENCH MARK DISK
 MA1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1067_STAMPING: A 221 1958
 MA1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1067+STABILITY: SURFACE MOTION
 MA1067
 MA1067  HISTORY     - Date     Condition        Report By
 MA1067  HISTORY     - 1958     MONUMENTED       CGS
 MA1067
 MA1067                          STATION DESCRIPTION
 MA1067
 MA1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA1067'3.9 MI W FROM CORSICA.
 MA1067'ABOUT 3.3 MILES WEST ALONG U.S. HIGHWAY 322 FROM THE POST OFFICE
 MA1067'AT CORSICA, THENCE SOUTHWEST ON A GRAVELED ROAD 0.6 MILE.  IT IS
 MA1067'3.0 FEET WEST OF A WITNESS POST, 21.0 FEET SOUTH OF CENTER LINE
 MA1067'OF GRAVELED ROAD, 31.0 FEET WEST OF CENTER LINE OF STATE HIGHWAY
 MA1067'967 AND 54.0 FEET SOUTHWEST OF CENTER OF THE CROSSROAD.  A DISK
 MA1067'IN THE TOP OF A 12-INCH CONCRETE POST PROJECTING ABOUT 2-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1047 ***********************************************************************
 MA1047  DESIGNATION -  A 222
 MA1047  PID         -  MA1047
 MA1047  STATE/COUNTY-  PA/JEFFERSON
 MA1047  USGS QUAD   -  BROOKVILLE (1969)
 MA1047
 MA1047                         *CURRENT SURVEY CONTROL
 MA1047  ___________________________________________________________________
 MA1047* NAD 83(1986)-  41 10 00.     (N)    079 03 03.     (W)     SCALED    
 MA1047* NAVD 88     -       454.961  (meters)    1492.65   (feet)  ADJUSTED  
 MA1047  ___________________________________________________________________
 MA1047  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 MA1047  DYNAMIC HT  -         454.749 (meters)    1491.96  (feet)  COMP
 MA1047  MODELED GRAV-     980,143.2   (mgal)                       NAVD 88
 MA1047
 MA1047  VERT ORDER  -  SECOND    CLASS 0
 MA1047
 MA1047.The horizontal coordinates were scaled from a topographic map and have
 MA1047.an estimated accuracy of +/- 6 seconds.
 MA1047
 MA1047.The orthometric height was determined by differential leveling
 MA1047.and adjusted by the National Geodetic Survey in June 1991..
 MA1047
 MA1047.The geoid height was determined by GEOID03.
 MA1047
 MA1047.The dynamic height is computed by dividing the NAVD 88
 MA1047.geopotential number by the normal gravity value computed on the
 MA1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1047.degrees latitude (g = 980.6199 gals.).
 MA1047
 MA1047.The modeled gravity was interpolated from observed gravity values.
 MA1047
 MA1047;                    North         East    Units  Estimated Accuracy
 MA1047;SPC PA N     -   111,870.      490,840.      MT  (+/- 180 meters Scaled)
 MA1047
 MA1047                          SUPERSEDED SURVEY CONTROL
 MA1047
 MA1047  NGVD 29 (??/??/92)  455.103  (m)         1493.12   (f) ADJ UNCH    2 0
 MA1047
 MA1047.Superseded values are not recommended for survey control.
 MA1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1047.See file dsdata.txt to determine how the superseded data were derived.
 MA1047
 MA1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF635590(NAD 83)
 MA1047_MARKER: DB = BENCH MARK DISK
 MA1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1047_SP_SET: STONE
 MA1047_STAMPING: A 222 1958
 MA1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1047+STABILITY: SURFACE MOTION
 MA1047
 MA1047  HISTORY     - Date     Condition        Report By
 MA1047  HISTORY     - 1958     MONUMENTED       CGS
 MA1047
 MA1047                          STATION DESCRIPTION
 MA1047
 MA1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA1047'2.1 MI NE FROM BROOKVILLE.
 MA1047'ABOUT 0.95 MILE EAST ALONG U.S. HIGHWAY 322 FROM THE COURTHOUSE
 MA1047'IN BROOKVILLE, THENCE EASTERLY ALONG STATE HIGHWAY 28 0.85 MILE,
 MA1047'THENCE NORTH 0.3 MILE.  AT THE NORTHEAST CORNER OF THE YARD OF
 MA1047'THE JEFFERSON COUNTY HOME, IN THE NORTH END STONE OF THE ROCK
 MA1047'WALL IN FRONT OF THE BUILDING, 1.0 FOOT SOUTH OF ITS NORTH END
 MA1047'AND 95.0 FEET NORTHEAST OF NORTHEAST CORNER OF BUILDING.  A DISK
 MA1047'IN DRILL HOLE IN ROCK WALL AND ABOUT 1.0 FOOT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0367 ***********************************************************************
 MB0367  DESIGNATION -  A 223
 MB0367  PID         -  MB0367
 MB0367  STATE/COUNTY-  PA/MERCER
 MB0367  USGS QUAD   -  MERCER (1990)
 MB0367
 MB0367                         *CURRENT SURVEY CONTROL
 MB0367  ___________________________________________________________________
 MB0367* NAD 83(1986)-  41 11 55.     (N)    080 08 51.     (W)     SCALED    
 MB0367* NAVD 88     -       418.312  (meters)    1372.41   (feet)  ADJUSTED  
 MB0367  ___________________________________________________________________
 MB0367  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 MB0367  DYNAMIC HT  -         418.119 (meters)    1371.78  (feet)  COMP
 MB0367  MODELED GRAV-     980,149.4   (mgal)                       NAVD 88
 MB0367
 MB0367  VERT ORDER  -  SECOND    CLASS 0
 MB0367
 MB0367.The horizontal coordinates were scaled from a topographic map and have
 MB0367.an estimated accuracy of +/- 6 seconds.
 MB0367
 MB0367.The orthometric height was determined by differential leveling
 MB0367.and adjusted by the National Geodetic Survey in June 1991..
 MB0367
 MB0367.The geoid height was determined by GEOID03.
 MB0367
 MB0367.The dynamic height is computed by dividing the NAVD 88
 MB0367.geopotential number by the normal gravity value computed on the
 MB0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0367.degrees latitude (g = 980.6199 gals.).
 MB0367
 MB0367.The modeled gravity was interpolated from observed gravity values.
 MB0367
 MB0367;                    North         East    Units  Estimated Accuracy
 MB0367;SPC PA N     -   117,380.      398,930.      MT  (+/- 180 meters Scaled)
 MB0367
 MB0367                          SUPERSEDED SURVEY CONTROL
 MB0367
 MB0367  NGVD 29 (??/??/92)  418.442  (m)         1372.84   (f) ADJ UNCH    2 0
 MB0367
 MB0367.Superseded values are not recommended for survey control.
 MB0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0367.See file dsdata.txt to determine how the superseded data were derived.
 MB0367
 MB0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF714611(NAD 83)
 MB0367_MARKER: DB = BENCH MARK DISK
 MB0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0367_STAMPING: A 223 1958
 MB0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0367+STABILITY: SURFACE MOTION
 MB0367
 MB0367  HISTORY     - Date     Condition        Report By
 MB0367  HISTORY     - 1958     MONUMENTED       CGS
 MB0367
 MB0367                          STATION DESCRIPTION
 MB0367
 MB0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MB0367'4.6 MI NW FROM GROVE CITY.
 MB0367'ABOUT 2.9 MILES NORTHWEST ALONG THE BESSEMER AND LAKE ERIE
 MB0367'RAILROAD FROM GROVE CITY, THENCE NORTHWEST ALONG A GRAVELED ROAD
 MB0367'FOR 1.0 MILE, THENCE WEST ON GRAVELED ROAD FOR 0.75 MILE.  IT
 MB0367'IS 25.0 FEET NORTH OF CENTER LINE OF A GRAVELED ROAD, 48.0
 MB0367'FEET WEST OF CENTER LINE OF A PAVED ROAD AND 49.0 FEET
 MB0367'WEST-NORTHWEST OF CENTER OF THE CROSSROAD.  A DISK IN TOP OF A
 MB0367'12-INCH CONCRETE POST PROJECTING 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1783 ***********************************************************************
 KV1783  DESIGNATION -  A 224 PADH
 KV1783  PID         -  KV1783
 KV1783  STATE/COUNTY-  PA/MONROE
 KV1783  USGS QUAD   -  STROUDSBURG (1975)
 KV1783
 KV1783                         *CURRENT SURVEY CONTROL
 KV1783  ___________________________________________________________________
 KV1783* NAD 83(1986)-  40 58 59.     (N)    075 12 01.     (W)     SCALED    
 KV1783* NAVD 88     -       129.818  (meters)     425.91   (feet)  ADJUSTED  
 KV1783  ___________________________________________________________________
 KV1783  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KV1783  DYNAMIC HT  -         129.760 (meters)     425.72  (feet)  COMP
 KV1783  MODELED GRAV-     980,172.5   (mgal)                       NAVD 88
 KV1783
 KV1783  VERT ORDER  -  FIRST     CLASS II
 KV1783
 KV1783.The horizontal coordinates were scaled from a topographic map and have
 KV1783.an estimated accuracy of +/- 6 seconds.
 KV1783
 KV1783.The orthometric height was determined by differential leveling
 KV1783.and adjusted by the National Geodetic Survey in June 1991..
 KV1783
 KV1783.The geoid height was determined by GEOID03.
 KV1783
 KV1783.The dynamic height is computed by dividing the NAVD 88
 KV1783.geopotential number by the normal gravity value computed on the
 KV1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1783.degrees latitude (g = 980.6199 gals.).
 KV1783
 KV1783.The modeled gravity was interpolated from observed gravity values.
 KV1783
 KV1783;                    North         East    Units  Estimated Accuracy
 KV1783;SPC PA N     -    93,820.      814,540.      MT  (+/- 180 meters Scaled)
 KV1783
 KV1783                          SUPERSEDED SURVEY CONTROL
 KV1783
 KV1783  NGVD 29 (??/??/??)  129.997  (m)          426.50   (f) ADJUSTED    1 2
 KV1783
 KV1783.Superseded values are not recommended for survey control.
 KV1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1783.See file dsdata.txt to determine how the superseded data were derived.
 KV1783
 KV1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL831368(NAD 83)
 KV1783_MARKER: DD = SURVEY DISK
 KV1783_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1783_SP_SET: BRIDGE
 KV1783_STAMPING: A 224 1958
 KV1783_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1783_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1783+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 KV1783
 KV1783  HISTORY     - Date     Condition        Report By
 KV1783  HISTORY     - 1958     MONUMENTED       PADH
 KV1783  HISTORY     - 1958     GOOD             CGS
 KV1783  HISTORY     - 1969     GOOD             CGS
 KV1783  HISTORY     - 1978     GOOD             NGS
 KV1783  HISTORY     - 1979     GOOD             PADT
 KV1783  HISTORY     - 19980909 GOOD             STEWRT
 KV1783  HISTORY     - 20040412 GOOD             PADT
 KV1783  HISTORY     - 20040601 GOOD             PADT
 KV1783
 KV1783                          STATION DESCRIPTION
 KV1783
 KV1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KV1783'AT STROUDSBURG.
 KV1783'ESTABLISHED 0.30 MILE NORTH WEST ALONG THE MAIN STREET AND U.S.
 KV1783'209 FROM THE COURT HOUSE, A PENNA. STATE DISK SET IN THE TOP AND
 KV1783'6 INCHES SOUTH WEST OF THE NORTH EAST END OF THE WEST WING WALL
 KV1783'OF A 150 FOOT BRIDGE OVER POCONO CREEK, 1 FOOT HIGHER THAN THE
 KV1783'STREET.
 KV1783
 KV1783                          STATION RECOVERY (1969)
 KV1783
 KV1783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 KV1783'RECOVERED IN GOOD CONDITION.
 KV1783
 KV1783                          STATION RECOVERY (1978)
 KV1783
 KV1783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV1783'0.2 MILE WEST ALONG THE BUSINESS ROUTE OF U S HIGHWAY 209 FROM
 KV1783'ITS JUNCTION WITH STATE HIGHWAY 611 NORTH, SET IN TOP SOUTHWEST
 KV1783'WINGWALL OF A BRIDGE OVER POCONO CREEK, AND 27 FEET SOUTH OF THE
 KV1783'CENTER LINE OF HIGHWAY.
 KV1783
 KV1783                          STATION RECOVERY (1979)
 KV1783
 KV1783'RECOVERY NOTE BY PA DEPT OF TRANSP 1979
 KV1783'RECOVERED IN GOOD CONDITION.
 KV1783
 KV1783                          STATION RECOVERY (1998)
 KV1783
 KV1783'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1998 (JMS)
 KV1783'NOTE- A NEW DISK WAS SET ON TOP OF BRIDGE WALL.  THIS IS NOT A-224
 KV1783'PADH.  A-224 IS ON WING WALL 3 FT (0.9 M) BELOW WALL.
 KV1783
 KV1783                          STATION RECOVERY (2004)
 KV1783
 KV1783'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (SQ)
 KV1783'RECOVERED IN GOOD CONDITION.
 KV1783
 KV1783                          STATION RECOVERY (2004)
 KV1783
 KV1783'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (SQ)
 KV1783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0421 ***********************************************************************
 LZ0421  DESIGNATION -  A 226
 LZ0421  PID         -  LZ0421
 LZ0421  STATE/COUNTY-  PA/COLUMBIA
 LZ0421  USGS QUAD   -  MILLVILLE (1983)
 LZ0421
 LZ0421                         *CURRENT SURVEY CONTROL
 LZ0421  ___________________________________________________________________
 LZ0421* NAD 83(1986)-  41 00 18.     (N)    076 31 28.     (W)     SCALED    
 LZ0421* NAVD 88     -       200.288  (meters)     657.11   (feet)  ADJUSTED  
 LZ0421  ___________________________________________________________________
 LZ0421  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 LZ0421  DYNAMIC HT  -         200.204 (meters)     656.84  (feet)  COMP
 LZ0421  MODELED GRAV-     980,200.2   (mgal)                       NAVD 88
 LZ0421
 LZ0421  VERT ORDER  -  SECOND    CLASS 0
 LZ0421
 LZ0421.The horizontal coordinates were scaled from a topographic map and have
 LZ0421.an estimated accuracy of +/- 6 seconds.
 LZ0421
 LZ0421.The orthometric height was determined by differential leveling
 LZ0421.and adjusted by the National Geodetic Survey in June 1991..
 LZ0421
 LZ0421.The geoid height was determined by GEOID03.
 LZ0421
 LZ0421.The dynamic height is computed by dividing the NAVD 88
 LZ0421.geopotential number by the normal gravity value computed on the
 LZ0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0421.degrees latitude (g = 980.6199 gals.).
 LZ0421
 LZ0421.The modeled gravity was interpolated from observed gravity values.
 LZ0421
 LZ0421;                    North         East    Units  Estimated Accuracy
 LZ0421;SPC PA N     -    93,830.      703,100.      MT  (+/- 180 meters Scaled)
 LZ0421
 LZ0421                          SUPERSEDED SURVEY CONTROL
 LZ0421
 LZ0421  NGVD 29 (??/??/92)  200.511  (m)          657.84   (f) ADJ UNCH    2 0
 LZ0421
 LZ0421.Superseded values are not recommended for survey control.
 LZ0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0421.See file dsdata.txt to determine how the superseded data were derived.
 LZ0421
 LZ0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL717404(NAD 83)
 LZ0421_MARKER: DB = BENCH MARK DISK
 LZ0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0421_STAMPING: A 226 1959
 LZ0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0421+STABILITY: SURFACE MOTION
 LZ0421
 LZ0421  HISTORY     - Date     Condition        Report By
 LZ0421  HISTORY     - 1959     MONUMENTED       CGS
 LZ0421  HISTORY     - 1968     GOOD             USGS
 LZ0421
 LZ0421                          STATION DESCRIPTION
 LZ0421
 LZ0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LZ0421'2.9 MI NW FROM BLOOMSBURG.
 LZ0421'ABOUT 1. MILE NORTH WEST ALONG STATE HY. 44 FROM JUNCTION OF
 LZ0421'STATE HY. 44 AND U.S. 11 IN BLOOMSBURG THENCE 1. MILE NORTH WEST
 LZ0421'ON COUNTY ROAD 19027 THENCE 0.90 MILE WEST ON COUNTY ROAD 19026,
 LZ0421'AT THE JUNCTION OF BLACK TOP ROAD AND FARM HOUSE ROAD NORTH
 LZ0421'WHICH HAS A CEDAR TREE ON EACH SIDE OF FARM ROAD, 34 FEET WEST
 LZ0421'AND ACROSS FARM ROAD FROM CEDAR TREE, 5 1/2 FEET NORTH EAST OF
 LZ0421'FOUR FORKED CEDAR TREE, 61 FEET WEST OF ACROSS FARM ROAD FROM
 LZ0421'POWER POLE, 17 FEET WEST OF CENTERLINE OF ROAD TO FARM, 21 FEET
 LZ0421'SOUTH OF CENTERLINE OF BLACK TOP ROAD, 1 FOOT BELOW THE LEVEL OF
 LZ0421'BLACK TOP ROAD, PROJECTING ABOUT 3 INCHES.  NOTE-- THIS MARK
 LZ0421'TO BE 21 FT. NORTH OF CENTERLINE BLACKTOP ROAD AND ABOUT 1 FT.
 LZ0421'LOWER THAN, SAME 1 FT. NORTH OF METAL WITNESS SIGN POST.
 LZ0421
 LZ0421                          STATION RECOVERY (1968)
 LZ0421
 LZ0421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 LZ0421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0115 ***********************************************************************
 LZ0115  DESIGNATION -  A 227
 LZ0115  PID         -  LZ0115
 LZ0115  STATE/COUNTY-  PA/COLUMBIA
 LZ0115  USGS QUAD   -  MIFFLINVILLE (1989)
 LZ0115
 LZ0115                         *CURRENT SURVEY CONTROL
 LZ0115  ___________________________________________________________________
 LZ0115* NAD 83(1986)-  41 02 01.     (N)    076 20 02.     (W)     SCALED    
 LZ0115* NAVD 88     -       159.262  (meters)     522.51   (feet)  ADJUSTED  
 LZ0115  ___________________________________________________________________
 LZ0115  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 LZ0115  DYNAMIC HT  -         159.195 (meters)     522.29  (feet)  COMP
 LZ0115  MODELED GRAV-     980,200.4   (mgal)                       NAVD 88
 LZ0115
 LZ0115  VERT ORDER  -  SECOND    CLASS 0
 LZ0115
 LZ0115.The horizontal coordinates were scaled from a topographic map and have
 LZ0115.an estimated accuracy of +/- 6 seconds.
 LZ0115
 LZ0115.The orthometric height was determined by differential leveling
 LZ0115.and adjusted by the National Geodetic Survey in June 1991..
 LZ0115
 LZ0115.The geoid height was determined by GEOID03.
 LZ0115
 LZ0115.The dynamic height is computed by dividing the NAVD 88
 LZ0115.geopotential number by the normal gravity value computed on the
 LZ0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0115.degrees latitude (g = 980.6199 gals.).
 LZ0115
 LZ0115.The modeled gravity was interpolated from observed gravity values.
 LZ0115
 LZ0115;                    North         East    Units  Estimated Accuracy
 LZ0115;SPC PA N     -    97,250.      719,080.      MT  (+/- 180 meters Scaled)
 LZ0115
 LZ0115                          SUPERSEDED SURVEY CONTROL
 LZ0115
 LZ0115  NGVD 29 (??/??/92)  159.476  (m)          523.21   (f) ADJ UNCH    2 0
 LZ0115
 LZ0115.Superseded values are not recommended for survey control.
 LZ0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0115.See file dsdata.txt to determine how the superseded data were derived.
 LZ0115
 LZ0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL878433(NAD 83)
 LZ0115_MARKER: DD = SURVEY DISK
 LZ0115_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0115_SP_SET: ABUTMENT
 LZ0115_STAMPING: A 227 1959
 LZ0115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0115
 LZ0115  HISTORY     - Date     Condition        Report By
 LZ0115  HISTORY     - 1959     MONUMENTED       PADH
 LZ0115  HISTORY     - 1959     GOOD             NGS
 LZ0115
 LZ0115                          STATION DESCRIPTION
 LZ0115
 LZ0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LZ0115'5.9 MI W FROM BERWICK.
 LZ0115'ABOUT 5.9 MILE WEST ALONG D.L. AND W RAILROAD FROM BERWICK
 LZ0115'SET IN TOP OF THE SOUTH WINGWALL OF THE SOUTHWEST ABUTMENT OF A
 LZ0115'27 FOOT HIGHWAY BRIDGE OVER A CREEK, 56 FEET NORTHWEST OF THE
 LZ0115'NORTHWEST RAIL, 1 FOOT BELOW AND 27 FEET SOUTHEAST OF THE
 LZ0115'CENTERLINE OF U.S. 11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0143 ***********************************************************************
 LZ0143  DESIGNATION -  A 228
 LZ0143  PID         -  LZ0143
 LZ0143  STATE/COUNTY-  PA/LUZERNE
 LZ0143  USGS QUAD   -  SYBERTSVILLE (1989)
 LZ0143
 LZ0143                         *CURRENT SURVEY CONTROL
 LZ0143  ___________________________________________________________________
 LZ0143* NAD 83(1986)-  41 02 08.     (N)    076 02 14.     (W)     SCALED    
 LZ0143* NAVD 88     -       329.873  (meters)    1082.26   (feet)  ADJUSTED  
 LZ0143  ___________________________________________________________________
 LZ0143  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 LZ0143  DYNAMIC HT  -         329.726 (meters)    1081.78  (feet)  COMP
 LZ0143  MODELED GRAV-     980,167.9   (mgal)                       NAVD 88
 LZ0143
 LZ0143  VERT ORDER  -  SECOND    CLASS 0
 LZ0143
 LZ0143.The horizontal coordinates were scaled from a topographic map and have
 LZ0143.an estimated accuracy of +/- 6 seconds.
 LZ0143
 LZ0143.The orthometric height was determined by differential leveling
 LZ0143.and adjusted by the National Geodetic Survey in June 1991..
 LZ0143
 LZ0143.The geoid height was determined by GEOID03.
 LZ0143
 LZ0143.The dynamic height is computed by dividing the NAVD 88
 LZ0143.geopotential number by the normal gravity value computed on the
 LZ0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0143.degrees latitude (g = 980.6199 gals.).
 LZ0143
 LZ0143.The modeled gravity was interpolated from observed gravity values.
 LZ0143
 LZ0143;                    North         East    Units  Estimated Accuracy
 LZ0143;SPC PA N     -    97,920.      744,020.      MT  (+/- 180 meters Scaled)
 LZ0143
 LZ0143                          SUPERSEDED SURVEY CONTROL
 LZ0143
 LZ0143  NGVD 29 (??/??/92)  330.078  (m)         1082.93   (f) ADJ UNCH    2 0
 LZ0143
 LZ0143.Superseded values are not recommended for survey control.
 LZ0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0143.See file dsdata.txt to determine how the superseded data were derived.
 LZ0143
 LZ0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL128432(NAD 83)
 LZ0143_MARKER: DB = BENCH MARK DISK
 LZ0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0143_STAMPING: A 228 1959
 LZ0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0143+STABILITY: SURFACE MOTION
 LZ0143
 LZ0143  HISTORY     - Date     Condition        Report By
 LZ0143  HISTORY     - 1959     MONUMENTED       CGS
 LZ0143
 LZ0143                          STATION DESCRIPTION
 LZ0143
 LZ0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LZ0143'2.1 MI NW FROM ST JOHN.
 LZ0143'ABOUT 1.55 MILE WEST ALONG A BLACKTOP ROAD FROM THE ST JOHN
 LZ0143'LUTHERAN CHURCH AT ST JOHN THENCE 0.55 MILE NORTH ALONG A GRAVEL
 LZ0143'ROAD, SET IN THE NORTH CORNER OF A FIELD AND ABOUT 0.1 MILE
 LZ0143'SOUTHWEST OF A TWO STORY FRAME HOUSE, 1 FOOT NORTHEAST OF A
 LZ0143'POWER POLE, 30 FEET SOUTHWEST OF THE SOUTHEAST END OF A CULVERT,
 LZ0143'1 FOOT ABOVE AND 14 FEET SOUTHEAST OF THE CENTERLINE OF THE
 LZ0143'GRAVEL ROAD AND PROJECTION 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1530 ***********************************************************************
 LY1530  DESIGNATION -  A 229
 LY1530  PID         -  LY1530
 LY1530  STATE/COUNTY-  PA/LUZERNE
 LY1530  USGS QUAD   -  WHITE HAVEN (1997)
 LY1530
 LY1530                         *CURRENT SURVEY CONTROL
 LY1530  ___________________________________________________________________
 LY1530* NAD 83(1986)-  41 04 57.     (N)    075 48 01.     (W)     SCALED    
 LY1530* NAVD 88     -       397.586  (meters)    1304.41   (feet)  ADJUSTED  
 LY1530  ___________________________________________________________________
 LY1530  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 LY1530  DYNAMIC HT  -         397.400 (meters)    1303.80  (feet)  COMP
 LY1530  MODELED GRAV-     980,144.4   (mgal)                       NAVD 88
 LY1530
 LY1530  VERT ORDER  -  SECOND    CLASS 0
 LY1530
 LY1530.The horizontal coordinates were scaled from a topographic map and have
 LY1530.an estimated accuracy of +/- 6 seconds.
 LY1530
 LY1530.The orthometric height was determined by differential leveling
 LY1530.and adjusted by the National Geodetic Survey in June 1991..
 LY1530
 LY1530.The geoid height was determined by GEOID03.
 LY1530
 LY1530.The dynamic height is computed by dividing the NAVD 88
 LY1530.geopotential number by the normal gravity value computed on the
 LY1530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1530.degrees latitude (g = 980.6199 gals.).
 LY1530
 LY1530.The modeled gravity was interpolated from observed gravity values.
 LY1530
 LY1530;                    North         East    Units  Estimated Accuracy
 LY1530;SPC PA N     -   103,550.      763,820.      MT  (+/- 180 meters Scaled)
 LY1530
 LY1530                          SUPERSEDED SURVEY CONTROL
 LY1530
 LY1530  NGVD 29 (??/??/92)  397.777  (m)         1305.04   (f) ADJ UNCH    2 0
 LY1530
 LY1530.Superseded values are not recommended for survey control.
 LY1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1530.See file dsdata.txt to determine how the superseded data were derived.
 LY1530
 LY1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL327482(NAD 83)
 LY1530_MARKER: DB = BENCH MARK DISK
 LY1530_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1530_SP_SET: BRIDGE
 LY1530_STAMPING: A 229 1959
 LY1530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1530
 LY1530  HISTORY     - Date     Condition        Report By
 LY1530  HISTORY     - 1959     MONUMENTED       CGS
 LY1530  HISTORY     - 19940330 MARK NOT FOUND   LOCENG
 LY1530
 LY1530                          STATION DESCRIPTION
 LY1530
 LY1530'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1530'2 MI NW FROM WHITE HAVEN.
 LY1530'2 MILES NORTH WEST ALONG COUNTY RD. FROM THE SCHOOL HOUSE IN
 LY1530'WHITE HAVEN, 16 FEET SOUTH WEST OF THE CENTERLINE OF THE ROAD,
 LY1530'48 FEET NORTH WEST OF A TELEPHONE POLE WHICH IS A JUNCTION
 LY1530'POLE, 102 FEET SOUTH EAST OF THE CENTERLINE OF A DRIVE OVER A
 LY1530'BRIDGE TO A FARM HOUSE, ABOUT 0.7 MILE NORTH WEST OF THE
 LY1530'JUNCTION OF BLACK TOP ROADS.
 LY1530
 LY1530                          STATION RECOVERY (1994)
 LY1530
 LY1530'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLM)
 LY1530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1418 ***********************************************************************
 LY1418  DESIGNATION -  A 230
 LY1418  PID         -  LY1418
 LY1418  STATE/COUNTY-  PA/LUZERNE
 LY1418  USGS QUAD   -  WILKES-BARRE EAST (1964)
 LY1418
 LY1418                         *CURRENT SURVEY CONTROL
 LY1418  ___________________________________________________________________
 LY1418* NAD 83(1986)-  41 13 54.     (N)    075 50 48.     (W)     SCALED    
 LY1418* NAVD 88     -       291.943  (meters)     957.82   (feet)  ADJUSTED  
 LY1418  ___________________________________________________________________
 LY1418  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 LY1418  DYNAMIC HT  -         291.818 (meters)     957.41  (feet)  COMP
 LY1418  MODELED GRAV-     980,186.7   (mgal)                       NAVD 88
 LY1418
 LY1418  VERT ORDER  -  SECOND    CLASS 0
 LY1418
 LY1418.The horizontal coordinates were scaled from a topographic map and have
 LY1418.an estimated accuracy of +/- 6 seconds.
 LY1418
 LY1418.The orthometric height was determined by differential leveling
 LY1418.and adjusted by the National Geodetic Survey in June 1991..
 LY1418
 LY1418.The geoid height was determined by GEOID03.
 LY1418
 LY1418.The dynamic height is computed by dividing the NAVD 88
 LY1418.geopotential number by the normal gravity value computed on the
 LY1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1418.degrees latitude (g = 980.6199 gals.).
 LY1418
 LY1418.The modeled gravity was interpolated from observed gravity values.
 LY1418
 LY1418;                    North         East    Units  Estimated Accuracy
 LY1418;SPC PA N     -   120,030.      759,560.      MT  (+/- 180 meters Scaled)
 LY1418
 LY1418                          SUPERSEDED SURVEY CONTROL
 LY1418
 LY1418  NGVD 29 (??/??/92)  292.115  (m)          958.38   (f) ADJ UNCH    2 0
 LY1418
 LY1418.Superseded values are not recommended for survey control.
 LY1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1418.See file dsdata.txt to determine how the superseded data were derived.
 LY1418
 LY1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL290648(NAD 83)
 LY1418_MARKER: DB = BENCH MARK DISK
 LY1418_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1418_SP_SET: SIGNAL BASE
 LY1418_STAMPING: A 230 1959
 LY1418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1418
 LY1418  HISTORY     - Date     Condition        Report By
 LY1418  HISTORY     - 1959     MONUMENTED       CGS
 LY1418  HISTORY     - 19940330 MARK NOT FOUND   LOCENG
 LY1418
 LY1418                          STATION DESCRIPTION
 LY1418
 LY1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1418'1.3 MI N FROM LAUREL RUN.
 LY1418'1.30 MILE NORTH OF JUNCTION OF COUNTY ROAD 10039 ACROSS THE
 LY1418'NEW JERSEY CENTRAL RAILROAD AT LAUREL RUN, SET IN TOP CENTER OF
 LY1418'THE WEST SIDE OF AN ABANDONED SIGNAL BASE, 9 FOOT EAST OF THE
 LY1418'EAST RAIL, ABOUT 100 YARDS NORTH OF A TELEPHONE BOOTH AND ABOUT
 LY1418'3 FEET ABOVE THE TRACK.
 LY1418
 LY1418                          STATION RECOVERY (1994)
 LY1418
 LY1418'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLM)
 LY1418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1472 ***********************************************************************
 LY1472  DESIGNATION -  A 231
 LY1472  PID         -  LY1472
 LY1472  STATE/COUNTY-  PA/LUZERNE
 LY1472  USGS QUAD   -  WILKES-BARRE WEST (1990)
 LY1472
 LY1472                         *CURRENT SURVEY CONTROL
 LY1472  ___________________________________________________________________
 LY1472* NAD 83(1986)-  41 08 04.     (N)    075 57 53.     (W)     SCALED    
 LY1472* NAVD 88     -       317.428  (meters)    1041.43   (feet)  ADJUSTED  
 LY1472  ___________________________________________________________________
 LY1472  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 LY1472  DYNAMIC HT  -         317.289 (meters)    1040.97  (feet)  COMP
 LY1472  MODELED GRAV-     980,175.3   (mgal)                       NAVD 88
 LY1472
 LY1472  VERT ORDER  -  SECOND    CLASS 0
 LY1472
 LY1472.The horizontal coordinates were scaled from a topographic map and have
 LY1472.an estimated accuracy of +/- 6 seconds.
 LY1472
 LY1472.The orthometric height was determined by differential leveling
 LY1472.and adjusted by the National Geodetic Survey in June 1991..
 LY1472
 LY1472.The geoid height was determined by GEOID03.
 LY1472
 LY1472.The dynamic height is computed by dividing the NAVD 88
 LY1472.geopotential number by the normal gravity value computed on the
 LY1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1472.degrees latitude (g = 980.6199 gals.).
 LY1472
 LY1472.The modeled gravity was interpolated from observed gravity values.
 LY1472
 LY1472;                    North         East    Units  Estimated Accuracy
 LY1472;SPC PA N     -   109,020.      749,880.      MT  (+/- 180 meters Scaled)
 LY1472
 LY1472                          SUPERSEDED SURVEY CONTROL
 LY1472
 LY1472  NGVD 29 (??/??/92)  317.613  (m)         1042.04   (f) ADJ UNCH    2 0
 LY1472
 LY1472.Superseded values are not recommended for survey control.
 LY1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1472.See file dsdata.txt to determine how the superseded data were derived.
 LY1472
 LY1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL190541(NAD 83)
 LY1472_MARKER: DB = BENCH MARK DISK
 LY1472_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1472_SP_SET: CURB
 LY1472_STAMPING: A 231 1959
 LY1472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1472
 LY1472  HISTORY     - Date     Condition        Report By
 LY1472  HISTORY     - 1959     MONUMENTED       CGS
 LY1472
 LY1472                          STATION DESCRIPTION
 LY1472
 LY1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1472'2.6 MI SW FROM RICE.
 LY1472'0.45 MILE WEST AND SOUTH WEST ALONG BLACKTOP ROAD FROM THE RICE
 LY1472'FIRE DEPARTMENT BLDG. AND THE PINE VIEW INN (0.05 MILE SOUTH
 LY1472'WEST OF A Y BLACKTOP ROAD JUNCTION) THENCE 1.20 MILE SOUTH WEST
 LY1472'ALONG BLACKTOP ROAD TO A BLACKTOP ROAD JUNCTION CROSSING THENCE
 LY1472'0.95 MILE SOUTH EAST ALONG BLACKTOP ROAD, SET IN TOP 1 1/2 FEET
 LY1472'NORTH OF THE SOUTH EDGE OF THE WEST CURB OF A 30 FOOT BRIDGE OVER
 LY1472'A CREEK, 12 FEET WEST OF THE CENTERLINE OF THE BLACKTOP ROAD,
 LY1472'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0346 ***********************************************************************
 KW0346  DESIGNATION -  A 232 PADH
 KW0346  PID         -  KW0346
 KW0346  STATE/COUNTY-  PA/SCHUYLKILL
 KW0346  USGS QUAD   -  DELANO (1976)
 KW0346
 KW0346                         *CURRENT SURVEY CONTROL
 KW0346  ___________________________________________________________________
 KW0346* NAD 83(1986)-  40 48 40.     (N)    076 06 26.     (W)     SCALED    
 KW0346* NAVD 88     -       503.154  (meters)    1650.76   (feet)  ADJUSTED  
 KW0346  ___________________________________________________________________
 KW0346  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KW0346  DYNAMIC HT  -         502.898 (meters)    1649.92  (feet)  COMP
 KW0346  MODELED GRAV-     980,100.1   (mgal)                       NAVD 88
 KW0346
 KW0346  VERT ORDER  -  SECOND    CLASS 0
 KW0346
 KW0346.The horizontal coordinates were scaled from a topographic map and have
 KW0346.an estimated accuracy of +/- 6 seconds.
 KW0346
 KW0346.The orthometric height was determined by differential leveling
 KW0346.and adjusted by the National Geodetic Survey in June 1991..
 KW0346
 KW0346.The geoid height was determined by GEOID03.
 KW0346
 KW0346.The dynamic height is computed by dividing the NAVD 88
 KW0346.geopotential number by the normal gravity value computed on the
 KW0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0346.degrees latitude (g = 980.6199 gals.).
 KW0346
 KW0346.The modeled gravity was interpolated from observed gravity values.
 KW0346
 KW0346;                    North         East    Units  Estimated Accuracy
 KW0346;SPC PA S     -   165,380.      738,600.      MT  (+/- 180 meters Scaled)
 KW0346
 KW0346                          SUPERSEDED SURVEY CONTROL
 KW0346
 KW0346  NGVD 29 (??/??/??)  503.353  (m)         1651.42   (f) ADJUSTED    2 0
 KW0346
 KW0346.Superseded values are not recommended for survey control.
 KW0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0346.See file dsdata.txt to determine how the superseded data were derived.
 KW0346
 KW0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL066183(NAD 83)
 KW0346_MARKER: DD = SURVEY DISK
 KW0346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0346_SP_SET: BRIDGE
 KW0346_STAMPING: A 232 1959
 KW0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0346
 KW0346  HISTORY     - Date     Condition        Report By
 KW0346  HISTORY     - 1959     MONUMENTED       PADH
 KW0346  HISTORY     - 1959     GOOD             CGS
 KW0346
 KW0346                          STATION DESCRIPTION
 KW0346
 KW0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW0346'2 MI NE FROM MAHANOY CITY.
 KW0346'ABOUT 2 MILES NORTH EAST ALONG STATE HY. 45 FROM THE UNION
 KW0346'NATIONAL BANK AT MAHANOY CITY.  ALSO 7.2 MILES EAST ALONG
 KW0346'BLACKTOP ROAD FROM THE GOODWILL FIRE CO. STATION IN FRACKVILLE.
 KW0346'SET IN THE TOP AND 2 FEET SOUTH EAST OF THE NORTH WEST END OF
 KW0346'SOUTH WEST ABUTMENT OF A STEEL RAILROAD BRIDGE OVER STATE HY. 45,
 KW0346'100 YARDS NORTH EAST OF THE STATE PATROL STATION, 9 FEET NORTH
 KW0346'WEST OF NORTH WEST RAIL, ABOUT 1 FOOT BELOW THE LEVEL OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0331 ***********************************************************************
 KW0331  DESIGNATION -  A 233
 KW0331  PID         -  KW0331
 KW0331  STATE/COUNTY-  PA/SCHUYLKILL
 KW0331  USGS QUAD   -  DELANO (1976)
 KW0331
 KW0331                         *CURRENT SURVEY CONTROL
 KW0331  ___________________________________________________________________
 KW0331* NAD 83(1986)-  40 51 11.     (N)    076 02 38.     (W)     SCALED    
 KW0331* NAVD 88     -       504.255  (meters)    1654.38   (feet)  ADJUSTED  
 KW0331  ___________________________________________________________________
 KW0331  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KW0331  DYNAMIC HT  -         504.000 (meters)    1653.54  (feet)  COMP
 KW0331  MODELED GRAV-     980,103.6   (mgal)                       NAVD 88
 KW0331
 KW0331  VERT ORDER  -  SECOND    CLASS 0
 KW0331
 KW0331.The horizontal coordinates were scaled from a topographic map and have
 KW0331.an estimated accuracy of +/- 6 seconds.
 KW0331
 KW0331.The orthometric height was determined by differential leveling
 KW0331.and adjusted by the National Geodetic Survey in June 1991..
 KW0331
 KW0331.The geoid height was determined by GEOID03.
 KW0331
 KW0331.The dynamic height is computed by dividing the NAVD 88
 KW0331.geopotential number by the normal gravity value computed on the
 KW0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0331.degrees latitude (g = 980.6199 gals.).
 KW0331
 KW0331.The modeled gravity was interpolated from observed gravity values.
 KW0331
 KW0331;                    North         East    Units  Estimated Accuracy
 KW0331;SPC PA S     -   170,140.      743,850.      MT  (+/- 180 meters Scaled)
 KW0331
 KW0331                          SUPERSEDED SURVEY CONTROL
 KW0331
 KW0331  NGVD 29 (??/??/??)  504.443  (m)         1654.99   (f) ADJUSTED    2 0
 KW0331
 KW0331.Superseded values are not recommended for survey control.
 KW0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0331.See file dsdata.txt to determine how the superseded data were derived.
 KW0331
 KW0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL120229(NAD 83)
 KW0331_MARKER: DB = BENCH MARK DISK
 KW0331_SETTING: 66 = SET IN ROCK OUTCROP
 KW0331_SP_SET: ROCK OUTCROP
 KW0331_STAMPING: A 233 1959
 KW0331_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW0331+STABILITY: POSITION/ELEVATION WELL
 KW0331
 KW0331  HISTORY     - Date     Condition        Report By
 KW0331  HISTORY     - 1959     MONUMENTED       CGS
 KW0331
 KW0331                          STATION DESCRIPTION
 KW0331
 KW0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW0331'4 MI NE FROM DELANO.
 KW0331'ABOUT 0.10 MILE NORTH EAST ALONG BLACKTOP ROAD FROM THE DELANO
 KW0331'UNION CHURCH TO RAILROAD CROSSING THENCE 2.85 MILE EAST ON
 KW0331'NORTH MOST TRACK, SET IN TOP OF A ROCK OUT-CROP IN CENTER OF
 KW0331'ROCK AND IN A CHISELED OUT HOLE, 6 FEET NORTH OF THE NORTH RAIL,
 KW0331'2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1196 ***********************************************************************
 LY1196  DESIGNATION -  A 234
 LY1196  PID         -  LY1196
 LY1196  STATE/COUNTY-  PA/WAYNE
 LY1196  USGS QUAD   -  NEWFOUNDLAND (1992)
 LY1196
 LY1196                         *CURRENT SURVEY CONTROL
 LY1196  ___________________________________________________________________
 LY1196* NAD 83(1986)-  41 20 40.     (N)    075 21 47.     (W)     SCALED    
 LY1196* NAVD 88     -       379.649  (meters)    1245.57   (feet)  ADJUSTED  
 LY1196  ___________________________________________________________________
 LY1196  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 LY1196  DYNAMIC HT  -         379.475 (meters)    1244.99  (feet)  COMP
 LY1196  MODELED GRAV-     980,156.3   (mgal)                       NAVD 88
 LY1196
 LY1196  VERT ORDER  -  SECOND    CLASS 0
 LY1196
 LY1196.The horizontal coordinates were scaled from a topographic map and have
 LY1196.an estimated accuracy of +/- 6 seconds.
 LY1196
 LY1196.The orthometric height was determined by differential leveling
 LY1196.and adjusted by the National Geodetic Survey in June 1991..
 LY1196
 LY1196.The geoid height was determined by GEOID03.
 LY1196
 LY1196.The dynamic height is computed by dividing the NAVD 88
 LY1196.geopotential number by the normal gravity value computed on the
 LY1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1196.degrees latitude (g = 980.6199 gals.).
 LY1196
 LY1196.The modeled gravity was interpolated from observed gravity values.
 LY1196
 LY1196;                    North         East    Units  Estimated Accuracy
 LY1196;SPC PA N     -   133,550.      799,740.      MT  (+/- 180 meters Scaled)
 LY1196
 LY1196                          SUPERSEDED SURVEY CONTROL
 LY1196
 LY1196  NGVD 29 (??/??/92)  379.854  (m)         1246.24   (f) ADJ UNCH    2 0
 LY1196
 LY1196.Superseded values are not recommended for survey control.
 LY1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1196.See file dsdata.txt to determine how the superseded data were derived.
 LY1196
 LY1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL696770(NAD 83)
 LY1196_MARKER: DB = BENCH MARK DISK
 LY1196_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1196_SP_SET: BRIDGE
 LY1196_STAMPING: A 234 PDH 1959
 LY1196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1196
 LY1196  HISTORY     - Date     Condition        Report By
 LY1196  HISTORY     - 1959     MONUMENTED       PADH
 LY1196
 LY1196                          STATION DESCRIPTION
 LY1196
 LY1196'DESCRIBED BY PA DEPT OF HIGHWAYS 1959
 LY1196'1.7 MI NE FROM STERLING.
 LY1196'1.40 MILE EAST-NORTH EAST ALONG COUNTY ROAD 63005 FROM STERLING,
 LY1196'THENCE 0.30 MILE SOUTH EAST ALONG ROUTE 90 FROM THE INTERSECTION OF
 LY1196'ROUTE 90 AND COUNTY ROAD 63005, SET IN THE SOUTH EAST WINGWALL
 LY1196'OF THE NORTH EAST HEADWALL OF A CONCRETE BRIDGE, 126 FEET NORTH
 LY1196'WEST OF FIELD ROAD INTERSECTION, 66 FEET WEST-NORTH WEST OF A
 LY1196'POWER POLE NO. 13486, 51 FEET NORTH WEST FROM END OF GUARD RAIL, 17
 LY1196'FEET NORTH EAST FROM THE CENTERLINE OF THE ROAD, ABOUT LEVEL
 LY1196'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0303 ***********************************************************************
 KW0303  DESIGNATION -  A 235
 KW0303  PID         -  KW0303
 KW0303  STATE/COUNTY-  PA/SCHUYLKILL
 KW0303  USGS QUAD   -  SHENANDOAH (1977)
 KW0303
 KW0303                         *CURRENT SURVEY CONTROL
 KW0303  ___________________________________________________________________
 KW0303* NAD 83(1986)-  40 47 32.     (N)    076 13 26.     (W)     SCALED    
 KW0303* NAVD 88     -       435.539  (meters)    1428.93   (feet)  ADJUSTED  
 KW0303  ___________________________________________________________________
 KW0303  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KW0303  DYNAMIC HT  -         435.321 (meters)    1428.22  (feet)  COMP
 KW0303  MODELED GRAV-     980,109.6   (mgal)                       NAVD 88
 KW0303
 KW0303  VERT ORDER  -  SECOND    CLASS 0
 KW0303
 KW0303.The horizontal coordinates were scaled from a topographic map and have
 KW0303.an estimated accuracy of +/- 6 seconds.
 KW0303
 KW0303.The orthometric height was determined by differential leveling
 KW0303.and adjusted by the National Geodetic Survey in June 1991..
 KW0303
 KW0303.The geoid height was determined by GEOID03.
 KW0303
 KW0303.The dynamic height is computed by dividing the NAVD 88
 KW0303.geopotential number by the normal gravity value computed on the
 KW0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0303.degrees latitude (g = 980.6199 gals.).
 KW0303
 KW0303.The modeled gravity was interpolated from observed gravity values.
 KW0303
 KW0303;                    North         East    Units  Estimated Accuracy
 KW0303;SPC PA S     -   163,100.      728,790.      MT  (+/- 180 meters Scaled)
 KW0303
 KW0303                          SUPERSEDED SURVEY CONTROL
 KW0303
 KW0303  NGVD 29 (??/??/??)  435.747  (m)         1429.61   (f) ADJUSTED    2 0
 KW0303
 KW0303.Superseded values are not recommended for survey control.
 KW0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0303.See file dsdata.txt to determine how the superseded data were derived.
 KW0303
 KW0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL967164(NAD 83)
 KW0303_MARKER: DB = BENCH MARK DISK
 KW0303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0303_SP_SET: CULVERT
 KW0303_STAMPING: A 235 1959
 KW0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0303
 KW0303  HISTORY     - Date     Condition        Report By
 KW0303  HISTORY     - 1959     MONUMENTED       CGS
 KW0303
 KW0303                          STATION DESCRIPTION
 KW0303
 KW0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW0303'0.7 MI S FROM FRACKVILLE.
 KW0303'ABOUT 0.7 MILE SOUTH ALONG THE RAILROAD FROM FRACKVILLE TOWARD
 KW0303'BEAR RUN JUNCTION.  SET IN TOP OF A BOLDER AT THE SOUTH END OF
 KW0303'THE ROAD.  ABOUT 186 FEET WEST OF THE SOUTH END OF A 2 FOOT PIPE
 KW0303'CULVERT UNDER THE RAILROAD, 35 FEET SOUTH OF THE SOUTH RAIL,
 KW0303'2 FEET ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1232 ***********************************************************************
 LY1232  DESIGNATION -  A 236
 LY1232  PID         -  LY1232
 LY1232  STATE/COUNTY-  PA/PIKE
 LY1232  USGS QUAD   -  HAWLEY (1994)
 LY1232
 LY1232                         *CURRENT SURVEY CONTROL
 LY1232  ___________________________________________________________________
 LY1232* NAD 83(1986)-  41 26 07.     (N)    075 09 11.     (W)     SCALED    
 LY1232* NAVD 88     -       312.403  (meters)    1024.94   (feet)  ADJUSTED  
 LY1232  ___________________________________________________________________
 LY1232  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 LY1232  DYNAMIC HT  -         312.271 (meters)    1024.51  (feet)  COMP
 LY1232  MODELED GRAV-     980,191.8   (mgal)                       NAVD 88
 LY1232
 LY1232  VERT ORDER  -  SECOND    CLASS 0
 LY1232
 LY1232.The horizontal coordinates were scaled from a topographic map and have
 LY1232.an estimated accuracy of +/- 6 seconds.
 LY1232
 LY1232.The orthometric height was determined by differential leveling
 LY1232.and adjusted by the National Geodetic Survey in June 1991..
 LY1232
 LY1232.The geoid height was determined by GEOID03.
 LY1232
 LY1232.The dynamic height is computed by dividing the NAVD 88
 LY1232.geopotential number by the normal gravity value computed on the
 LY1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1232.degrees latitude (g = 980.6199 gals.).
 LY1232
 LY1232.The modeled gravity was interpolated from observed gravity values.
 LY1232
 LY1232;                    North         East    Units  Estimated Accuracy
 LY1232;SPC PA N     -   144,140.      817,010.      MT  (+/- 180 meters Scaled)
 LY1232
 LY1232                          SUPERSEDED SURVEY CONTROL
 LY1232
 LY1232  NGVD 29 (??/??/92)  312.590  (m)         1025.56   (f) ADJ UNCH    2 0
 LY1232
 LY1232.Superseded values are not recommended for survey control.
 LY1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1232.See file dsdata.txt to determine how the superseded data were derived.
 LY1232
 LY1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL872870(NAD 83)
 LY1232_MARKER: DD = SURVEY DISK
 LY1232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1232_SP_SET: CULVERT
 LY1232_STAMPING: A 236 1959
 LY1232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1232
 LY1232  HISTORY     - Date     Condition        Report By
 LY1232  HISTORY     - 1959     MONUMENTED       PADH
 LY1232  HISTORY     - 1959     GOOD             NGS
 LY1232
 LY1232                          STATION DESCRIPTION
 LY1232
 LY1232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LY1232'2.8 MI SW FROM KIMBLES.
 LY1232'2.85 MILE SOUTHWEST ALONG GRAVEL ROAD T367 FROM A STEEL BRIDGE
 LY1232'OVER THE RAILROAD AT KIMBLES, AT THE JUNCTION OF GRAVEL ROAD
 LY1232'T367 AND U.S. HIGHWAY NO 6.  SET IN TOP OF THE WEST WINGWALL
 LY1232'OF THE SOUTH ABUTMENT OF A 20 FOOT CONCRETE CULVERT FOR DECKER
 LY1232'CREEK UNDER HIGHWAY NO 6.  ABOUT 50 YARDS SOUTHEAST OF THE T
 LY1232'JUNCTION OF GRAVEL ROAD T367 AND U.S. 6.  45 FEET SOUTH OF THE
 LY1232'CENTERLINE OF U.S. 6 AND ABOUT 12 FEET BELOW THE HIGHWAY.  ALSO
 LY1232'ABOUT 3.3 MILE SOUTHEAST OF HAWLEY, WAYNE COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0665 ***********************************************************************
 LY0665  DESIGNATION -  A 237
 LY0665  PID         -  LY0665
 LY0665  STATE/COUNTY-  PA/PIKE
 LY0665  USGS QUAD   -  EDGEMERE (1992)
 LY0665
 LY0665                         *CURRENT SURVEY CONTROL
 LY0665  ___________________________________________________________________
 LY0665* NAD 83(1986)-  41 21 32.     (N)    074 59 35.     (W)     SCALED    
 LY0665* NAVD 88     -       400.180  (meters)    1312.92   (feet)  ADJUSTED  
 LY0665  ___________________________________________________________________
 LY0665  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 LY0665  DYNAMIC HT  -         399.999 (meters)    1312.33  (feet)  COMP
 LY0665  MODELED GRAV-     980,158.0   (mgal)                       NAVD 88
 LY0665
 LY0665  VERT ORDER  -  SECOND    CLASS 0
 LY0665
 LY0665.The horizontal coordinates were scaled from a topographic map and have
 LY0665.an estimated accuracy of +/- 6 seconds.
 LY0665
 LY0665.The orthometric height was determined by differential leveling
 LY0665.and adjusted by the National Geodetic Survey in June 1991..
 LY0665
 LY0665.The geoid height was determined by GEOID03.
 LY0665
 LY0665.The dynamic height is computed by dividing the NAVD 88
 LY0665.geopotential number by the normal gravity value computed on the
 LY0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0665.degrees latitude (g = 980.6199 gals.).
 LY0665
 LY0665.The modeled gravity was interpolated from observed gravity values.
 LY0665
 LY0665;                    North         East    Units  Estimated Accuracy
 LY0665;SPC PA N     -   136,070.      830,640.      MT  (+/- 180 meters Scaled)
 LY0665
 LY0665                          SUPERSEDED SURVEY CONTROL
 LY0665
 LY0665  NGVD 29 (??/??/92)  400.355  (m)         1313.50   (f) ADJ UNCH    2 0
 LY0665
 LY0665.Superseded values are not recommended for survey control.
 LY0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0665.See file dsdata.txt to determine how the superseded data were derived.
 LY0665
 LY0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL005785(NAD 83)
 LY0665_MARKER: DB = BENCH MARK DISK
 LY0665_SETTING: 80 = SET IN A BOULDER
 LY0665_SP_SET: BOULDER
 LY0665_STAMPING: A 237 1959
 LY0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0665+STABILITY: SURFACE MOTION
 LY0665
 LY0665  HISTORY     - Date     Condition        Report By
 LY0665  HISTORY     - 1959     MONUMENTED       CGS
 LY0665
 LY0665                          STATION DESCRIPTION
 LY0665
 LY0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY0665'12 MI NW FROM MILFORD.
 LY0665'0.20 MILE SOUTH WEST ALONG U.S. 6 (HIGH ST.) FROM THE COURT HOUSE
 LY0665'IN MILFORD THENCE 8.45 MILE NORTH WEST ALONG U.S. 6 TO A BLACKTOP
 LY0665'ROAD SOUTH THENCE 0.15 MILE SOUTH ON BLACKTOP ROAD TO A Y
 LY0665'INTERSECTION THENCE 1.30 MILE SOUTH-SOUTH WEST ON BLACKTOP ROAD
 LY0665'THENCE 1.50 MILE SOUTH WEST ON A GRAVEL ROAD UNDER CONSTRUCTION
 LY0665'FOR BLACKTOPING, THENCE 0.35 MILE SOUTH WEST ACROSS FIELDS,
 LY0665'SET IN TOP OF A LARGE BOULDER PROJECTING ABOUT 1 1/2 FEET, THIS
 LY0665'BM IS IN THE SOUTH MOST FIELD (WITH POND ON IT) ON THE OPPOSITE
 LY0665'END OF THE FIELD FROM THE POND, AT THE CORNER OF THE FIELD
 LY0665'TOWARDS THE HOUSE, ABOUT 50 FEET SOUTH WEST OF THE FENCE ON THE
 LY0665'NORTH EAST SIDE OF THE FIELD, ABOUT 18 FEET SOUTH EAST OF THE FENCE
 LY0665'ON THE NORTH WEST SIDE OF THE FIELD.  NOTE-- THIS BM IS ON THE
 LY0665'FARM OF MR. NEUWELLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0512 ***********************************************************************
 MA0512  DESIGNATION -  A 238
 MA0512  PID         -  MA0512
 MA0512  STATE/COUNTY-  PA/CLEARFIELD
 MA0512  USGS QUAD   -  LUTHERSBURG (1986)
 MA0512
 MA0512                         *CURRENT SURVEY CONTROL
 MA0512  ___________________________________________________________________
 MA0512* NAD 83(1986)-  41 07 20.     (N)    078 43 46.     (W)     SCALED    
 MA0512* NAVD 88     -       431.684  (meters)    1416.28   (feet)  ADJUSTED  
 MA0512  ___________________________________________________________________
 MA0512  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 MA0512  DYNAMIC HT  -         431.479 (meters)    1415.61  (feet)  COMP
 MA0512  MODELED GRAV-     980,135.2   (mgal)                       NAVD 88
 MA0512
 MA0512  VERT ORDER  -  SECOND    CLASS 0
 MA0512
 MA0512.The horizontal coordinates were scaled from a topographic map and have
 MA0512.an estimated accuracy of +/- 6 seconds.
 MA0512
 MA0512.The orthometric height was determined by differential leveling
 MA0512.and adjusted by the National Geodetic Survey in June 1991..
 MA0512
 MA0512.The geoid height was determined by GEOID03.
 MA0512
 MA0512.The dynamic height is computed by dividing the NAVD 88
 MA0512.geopotential number by the normal gravity value computed on the
 MA0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0512.degrees latitude (g = 980.6199 gals.).
 MA0512
 MA0512.The modeled gravity was interpolated from observed gravity values.
 MA0512
 MA0512;                    North         East    Units  Estimated Accuracy
 MA0512;SPC PA N     -   106,580.      517,750.      MT  (+/- 180 meters Scaled)
 MA0512
 MA0512                          SUPERSEDED SURVEY CONTROL
 MA0512
 MA0512  NGVD 29 (??/??/92)  431.818  (m)         1416.72   (f) ADJ UNCH    2 0
 MA0512
 MA0512.Superseded values are not recommended for survey control.
 MA0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0512.See file dsdata.txt to determine how the superseded data were derived.
 MA0512
 MA0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF906548(NAD 83)
 MA0512_MARKER: DB = BENCH MARK DISK
 MA0512_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0512_SP_SET: SIGNAL BASE
 MA0512_STAMPING: A 238 1959
 MA0512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0512
 MA0512  HISTORY     - Date     Condition        Report By
 MA0512  HISTORY     - 1959     MONUMENTED       CGS
 MA0512
 MA0512                          STATION DESCRIPTION
 MA0512
 MA0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA0512'1.8 MI SE FROM DU BOIS.
 MA0512'0.35 MILE NORTH EAST ALONG STATE HY. 219 FROM THE HIGH SCHOOL
 MA0512'IN DU BOIS THENCE 1.4 MILE SOUTH EAST ON STATE HY. 255 TO A T
 MA0512'BLACKTOP ROAD JUNCTION, SET IN THE NORTH WEST END OF A SIGNAL
 MA0512'BASE (CONTROL BASE), 21 FEET SOUTH WEST OF THE SOUTH WEST RAIL
 MA0512'OF RAILROAD TRACK, 21 FEET NORTH WEST OF THE CENTERLINE OF HY.
 MA0512'402, 57 FEET SOUTH WEST OF THE CENTERLINE OF STATE HY. 255, 51
 MA0512'FEET WEST OF THE CENTERLINE OF THE JUNCTION OF ROADS, 2 FEET
 MA0512'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0255 ***********************************************************************
 MA0255  DESIGNATION -  A 239
 MA0255  PID         -  MA0255
 MA0255  STATE/COUNTY-  PA/CLEARFIELD
 MA0255  USGS QUAD   -  CLEARFIELD (1981)
 MA0255
 MA0255                         *CURRENT SURVEY CONTROL
 MA0255  ___________________________________________________________________
 MA0255* NAD 83(1986)-  41 04 25.     (N)    078 29 44.     (W)     SCALED    
 MA0255* NAVD 88     -       528.093  (meters)    1732.59   (feet)  ADJUSTED  
 MA0255  ___________________________________________________________________
 MA0255  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 MA0255  DYNAMIC HT  -         527.837 (meters)    1731.75  (feet)  COMP
 MA0255  MODELED GRAV-     980,120.9   (mgal)                       NAVD 88
 MA0255
 MA0255  VERT ORDER  -  SECOND    CLASS 0
 MA0255
 MA0255.The horizontal coordinates were scaled from a topographic map and have
 MA0255.an estimated accuracy of +/- 6 seconds.
 MA0255
 MA0255.The orthometric height was determined by differential leveling
 MA0255.and adjusted by the National Geodetic Survey in June 1991..
 MA0255
 MA0255.The geoid height was determined by GEOID03.
 MA0255
 MA0255.The dynamic height is computed by dividing the NAVD 88
 MA0255.geopotential number by the normal gravity value computed on the
 MA0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0255.degrees latitude (g = 980.6199 gals.).
 MA0255
 MA0255.The modeled gravity was interpolated from observed gravity values.
 MA0255
 MA0255;                    North         East    Units  Estimated Accuracy
 MA0255;SPC PA N     -   100,990.      537,350.      MT  (+/- 180 meters Scaled)
 MA0255
 MA0255                          SUPERSEDED SURVEY CONTROL
 MA0255
 MA0255  NGVD 29 (??/??/92)  528.237  (m)         1733.06   (f) ADJ UNCH    2 0
 MA0255
 MA0255.Superseded values are not recommended for survey control.
 MA0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0255.See file dsdata.txt to determine how the superseded data were derived.
 MA0255
 MA0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF104499(NAD 83)
 MA0255_MARKER: DB = BENCH MARK DISK
 MA0255_SETTING: 80 = SET IN A BOULDER
 MA0255_SP_SET: BOULDER
 MA0255_STAMPING: A 239 1959
 MA0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0255+STABILITY: SURFACE MOTION
 MA0255
 MA0255  HISTORY     - Date     Condition        Report By
 MA0255  HISTORY     - 1959     MONUMENTED       CGS
 MA0255
 MA0255                          STATION DESCRIPTION
 MA0255
 MA0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA0255'4.1 MI NW FROM CLEARFIELD.
 MA0255'4.1 MILE NORTHWEST ALONG STATE HIGHWAY 153 FROM THE CLEARFIELD
 MA0255'HOSPITAL IN CLEARFIELD, ALSO ABOUT 0.65 MILE NORTHWEST OF A POWER
 MA0255'LINE CROSSING, SET IN TOP AND 1 FOOT NORTHEAST OF THE SOUTHWEST
 MA0255'EDGE OF A 18 FOOT BY 12 FOOT BY 4 FOOT BOULDER 6 FEET SOUTHEAST
 MA0255'OF THE NORTHWEST CORNER OF THE ROCK, 22 FEET NORTHEAST OF A GUARD
 MA0255'RAIL, 37 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 72
 MA0255'FEET SOUTHEAST OF THE NORTHWEST END OF A GUARD RAIL, 5 FEET
 MA0255'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0414 ***********************************************************************
 KX0414  DESIGNATION -  A 24
 KX0414  PID         -  KX0414
 KX0414  STATE/COUNTY-  PA/CAMBRIA
 KX0414  USGS QUAD   -  CRESSON (1984)
 KX0414
 KX0414                         *CURRENT SURVEY CONTROL
 KX0414  ___________________________________________________________________
 KX0414* NAD 83(1986)-  40 27 58.     (N)    078 35 20.     (W)     SCALED    
 KX0414* NAVD 88     -       631.393  (meters)    2071.50   (feet)  ADJUSTED  
 KX0414  ___________________________________________________________________
 KX0414  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KX0414  DYNAMIC HT  -         631.035 (meters)    2070.32  (feet)  COMP
 KX0414  MODELED GRAV-     980,036.6   (mgal)                       NAVD 88
 KX0414
 KX0414  VERT ORDER  -  FIRST     CLASS I
 KX0414
 KX0414.The horizontal coordinates were scaled from a topographic map and have
 KX0414.an estimated accuracy of +/- 6 seconds.
 KX0414
 KX0414.The orthometric height was determined by differential leveling
 KX0414.and adjusted by the National Geodetic Survey in June 1991..
 KX0414.WARNING-Repeat measurements at this control monument indicate possible
 KX0414.vertical movement.
 KX0414
 KX0414.The geoid height was determined by GEOID03.
 KX0414
 KX0414.The dynamic height is computed by dividing the NAVD 88
 KX0414.geopotential number by the normal gravity value computed on the
 KX0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0414.degrees latitude (g = 980.6199 gals.).
 KX0414
 KX0414.The modeled gravity was interpolated from observed gravity values.
 KX0414
 KX0414;                    North         East    Units  Estimated Accuracy
 KX0414;SPC PA S     -   126,120.      528,860.      MT  (+/- 180 meters Scaled)
 KX0414
 KX0414                          SUPERSEDED SURVEY CONTROL
 KX0414
 KX0414  NGVD 29 (??/??/92)  631.523  (m)         2071.92   (f) ADJ UNCH    1 1
 KX0414
 KX0414.Superseded values are not recommended for survey control.
 KX0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0414.See file dsdata.txt to determine how the superseded data were derived.
 KX0414
 KX0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE044822(NAD 83)
 KX0414_MARKER: DB = BENCH MARK DISK
 KX0414_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0414_SP_SET: ABUTMENT
 KX0414_STAMPING: A 24 1934
 KX0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0414
 KX0414  HISTORY     - Date     Condition        Report By
 KX0414  HISTORY     - 1934     MONUMENTED       CGS
 KX0414  HISTORY     - 1966     GOOD             NGS
 KX0414
 KX0414                          STATION DESCRIPTION
 KX0414
 KX0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0414'0.5 MI NE FROM CRESSON.
 KX0414'ABOUT 0.5 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0414'U.S. HIGHWAY 22 OVERPASS AT CRESSON, SET ON THE TOP OF THE
 KX0414'SOUTHWEST END OF THE NORTHWEST STONE ABUTMENT OF THE LA JOSE
 KX0414'BRANCH RAILROAD OVER THE MAIN LINE, 9.0 FEET SOUTHWEST OF THE
 KX0414'SOUTHWEST RAIL OF THE LA JOSE BRANCH AND 5 1/2 FEET BELOW THE
 KX0414'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2467 ***********************************************************************
 KW2467  DESIGNATION -  A 240
 KW2467  PID         -  KW2467
 KW2467  STATE/COUNTY-  PA/CENTRE
 KW2467  USGS QUAD   -  BELLEFONTE (1998)
 KW2467
 KW2467                         *CURRENT SURVEY CONTROL
 KW2467  ___________________________________________________________________
 KW2467* NAD 83(1986)-  40 57 19.     (N)    077 46 34.     (W)     SCALED    
 KW2467* NAVD 88     -       211.300  (meters)     693.24   (feet)  ADJUSTED  
 KW2467  ___________________________________________________________________
 KW2467  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KW2467  DYNAMIC HT  -         211.199 (meters)     692.91  (feet)  COMP
 KW2467  MODELED GRAV-     980,141.7   (mgal)                       NAVD 88
 KW2467
 KW2467  VERT ORDER  -  SECOND    CLASS 0
 KW2467
 KW2467.The horizontal coordinates were scaled from a topographic map and have
 KW2467.an estimated accuracy of +/- 6 seconds.
 KW2467
 KW2467.The orthometric height was determined by differential leveling
 KW2467.and adjusted by the National Geodetic Survey in June 1991..
 KW2467
 KW2467.The geoid height was determined by GEOID03.
 KW2467
 KW2467.The dynamic height is computed by dividing the NAVD 88
 KW2467.geopotential number by the normal gravity value computed on the
 KW2467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2467.degrees latitude (g = 980.6199 gals.).
 KW2467
 KW2467.The modeled gravity was interpolated from observed gravity values.
 KW2467
 KW2467;                    North         East    Units  Estimated Accuracy
 KW2467;SPC PA N     -    87,580.      597,800.      MT  (+/- 180 meters Scaled)
 KW2467
 KW2467                          SUPERSEDED SURVEY CONTROL
 KW2467
 KW2467  NGVD 29 (??/??/??)  211.502  (m)          693.90   (f) ADJUSTED    2 0
 KW2467
 KW2467.Superseded values are not recommended for survey control.
 KW2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2467.See file dsdata.txt to determine how the superseded data were derived.
 KW2467
 KW2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL663375(NAD 83)
 KW2467_MARKER: DB = BENCH MARK DISK
 KW2467_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2467_SP_SET: ABUTMENT
 KW2467_STAMPING: A 240 1959
 KW2467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2467
 KW2467  HISTORY     - Date     Condition        Report By
 KW2467  HISTORY     - 1959     MONUMENTED       CGS
 KW2467
 KW2467                          STATION DESCRIPTION
 KW2467
 KW2467'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW2467'1.3 MI NE FROM MILESBURG.
 KW2467'1.3 MILE NORTH EAST ALONG THE RAILROAD TRACKS FROM THE RAILROAD
 KW2467'STATION IN MILESBURG THENCE 100 YARDS NORTH ACROSS FIELD, SET IN
 KW2467'TOP AND 6 INCHES NORTH OF THE SOUTH END OF THE WEST ABUTMENT OF
 KW2467'A 17 FOOT STEEL BOTTOM BRIDGE OVER HOLTS HOLLOW RUN, 13 FEET
 KW2467'SOUTH OF THE CENTERLINE OF THE BLACKTOP ROAD, 50 YARDS WEST OF
 KW2467'JUNCTION OF GRAVEL ROAD (LINE) NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0957 ***********************************************************************
 LZ0957  DESIGNATION -  A 241
 LZ0957  PID         -  LZ0957
 LZ0957  STATE/COUNTY-  PA/UNION
 LZ0957  USGS QUAD   -  WILLIAMSPORT SE (1973)
 LZ0957
 LZ0957                         *CURRENT SURVEY CONTROL
 LZ0957  ___________________________________________________________________
 LZ0957* NAD 83(1986)-  41 04 26.     (N)    077 00 00.     (W)     SCALED    
 LZ0957* NAVD 88     -       248.230  (meters)     814.40   (feet)  ADJUSTED  
 LZ0957  ___________________________________________________________________
 LZ0957  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LZ0957  DYNAMIC HT  -         248.117 (meters)     814.03  (feet)  COMP
 LZ0957  MODELED GRAV-     980,161.7   (mgal)                       NAVD 88
 LZ0957
 LZ0957  VERT ORDER  -  SECOND    CLASS 0
 LZ0957
 LZ0957.The horizontal coordinates were scaled from a topographic map and have
 LZ0957.an estimated accuracy of +/- 6 seconds.
 LZ0957
 LZ0957.The orthometric height was determined by differential leveling
 LZ0957.and adjusted by the National Geodetic Survey in June 1991..
 LZ0957
 LZ0957.The geoid height was determined by GEOID03.
 LZ0957
 LZ0957.The dynamic height is computed by dividing the NAVD 88
 LZ0957.geopotential number by the normal gravity value computed on the
 LZ0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0957.degrees latitude (g = 980.6199 gals.).
 LZ0957
 LZ0957.The modeled gravity was interpolated from observed gravity values.
 LZ0957
 LZ0957;                    North         East    Units  Estimated Accuracy
 LZ0957;SPC PA N     -   101,020.      663,030.      MT  (+/- 180 meters Scaled)
 LZ0957
 LZ0957                          SUPERSEDED SURVEY CONTROL
 LZ0957
 LZ0957  NGVD 29 (??/??/92)  248.440  (m)          815.09   (f) ADJ UNCH    2 0
 LZ0957
 LZ0957.Superseded values are not recommended for survey control.
 LZ0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0957.See file dsdata.txt to determine how the superseded data were derived.
 LZ0957
 LZ0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL319488(NAD 83)
 LZ0957_MARKER: DB = BENCH MARK DISK
 LZ0957_SETTING: 66 = SET IN ROCK OUTCROP
 LZ0957_SP_SET: ROCK OUTCROP
 LZ0957_STAMPING: A 241 1960
 LZ0957_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ0957+STABILITY: POSITION/ELEVATION WELL
 LZ0957
 LZ0957  HISTORY     - Date     Condition        Report By
 LZ0957  HISTORY     - 1960     MONUMENTED       CGS
 LZ0957
 LZ0957                          STATION DESCRIPTION
 LZ0957
 LZ0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LZ0957'9.4 MI W FROM NEW COLUMBIA.
 LZ0957'ABOUT 4.1 MILES WEST ALONG COUNTY ROADS 59024 AND 59026 FROM THE
 LZ0957'JUNCTION OF A CITY ROAD LEADING TO THE WHITE DEER ELEMENTARY
 LZ0957'SCHOOL AT NEW COLUMBIA, THENCE 1.9 MILES NORTH ALONG COUNTY ROAD
 LZ0957'59045, THENCE WEST 3.4 MILES ALONG COUNTY ROAD 59031, 0.9 MILE
 LZ0957'WEST OF BENCH MARK X 240, 0.2 MILE WEST OF A ONE-STORY FRAME CAMP
 LZ0957'HOME, 0.15 MILE EAST OF A TWO-STORY FRAME HOME, 63 FEET NORTHEAST
 LZ0957'OF POLE NO. 43303, 84 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 LZ0957'8 FEET NORTH OF A 12-INCH OAK TREE, AND IN THE TOP OF A 7- BY
 LZ0957'6-FOOT ROCK OUTCROP PROJECTING 1 FOOT ABOVE GROUND.  A COAST AND
 LZ0957'GEODETIC SURVEY BENCH-MARK DISK STAMPED A 241 1960.  NOTE-- THIS
 LZ0957'BENCH MARK CAN ALSO BE REACHED BY GOING 6.8 MILES WEST ALONG
 LZ0957'COUNTY ROAD 629 FROM THE JUNCTION OF THE ROAD AND U.S. HIGHWAY 15
 LZ0957'AT WHITE DEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0972 ***********************************************************************
 LZ0972  DESIGNATION -  A 242
 LZ0972  PID         -  LZ0972
 LZ0972  STATE/COUNTY-  PA/UNION
 LZ0972  USGS QUAD   -  WILLIAMSPORT SE (1973)
 LZ0972
 LZ0972                         *CURRENT SURVEY CONTROL
 LZ0972  ___________________________________________________________________
 LZ0972* NAD 83(1986)-  41 02 45.     (N)    077 06 39.     (W)     SCALED    
 LZ0972* NAVD 88     -       390.737  (meters)    1281.94   (feet)  ADJUSTED  
 LZ0972  ___________________________________________________________________
 LZ0972  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 LZ0972  DYNAMIC HT  -         390.548 (meters)    1281.32  (feet)  COMP
 LZ0972  MODELED GRAV-     980,128.9   (mgal)                       NAVD 88
 LZ0972
 LZ0972  VERT ORDER  -  SECOND    CLASS 0
 LZ0972
 LZ0972.The horizontal coordinates were scaled from a topographic map and have
 LZ0972.an estimated accuracy of +/- 6 seconds.
 LZ0972
 LZ0972.The orthometric height was determined by differential leveling
 LZ0972.and adjusted by the National Geodetic Survey in June 1991..
 LZ0972
 LZ0972.The geoid height was determined by GEOID03.
 LZ0972
 LZ0972.The dynamic height is computed by dividing the NAVD 88
 LZ0972.geopotential number by the normal gravity value computed on the
 LZ0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0972.degrees latitude (g = 980.6199 gals.).
 LZ0972
 LZ0972.The modeled gravity was interpolated from observed gravity values.
 LZ0972
 LZ0972;                    North         East    Units  Estimated Accuracy
 LZ0972;SPC PA N     -    97,830.      653,740.      MT  (+/- 180 meters Scaled)
 LZ0972
 LZ0972                          SUPERSEDED SURVEY CONTROL
 LZ0972
 LZ0972  NGVD 29 (??/??/92)  390.931  (m)         1282.58   (f) ADJ UNCH    2 0
 LZ0972
 LZ0972.Superseded values are not recommended for survey control.
 LZ0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0972.See file dsdata.txt to determine how the superseded data were derived.
 LZ0972
 LZ0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL225459(NAD 83)
 LZ0972_MARKER: DB = BENCH MARK DISK
 LZ0972_SETTING: 66 = SET IN ROCK OUTCROP
 LZ0972_SP_SET: PROJECTING ROCK
 LZ0972_STAMPING: A 242 1960
 LZ0972_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ0972+STABILITY: POSITION/ELEVATION WELL
 LZ0972
 LZ0972  HISTORY     - Date     Condition        Report By
 LZ0972  HISTORY     - 1960     MONUMENTED       CGS
 LZ0972
 LZ0972                          STATION DESCRIPTION
 LZ0972
 LZ0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LZ0972'16.5 MI WNW FROM NEW COLUMBIA.
 LZ0972'4.1 MILES WEST ALONG COUNTY ROADS 59024 AND 59026 FROM THE
 LZ0972'JUNCTION OF A CITY ROAD LEADING TO THE WHITE DEER ELEMENTARY
 LZ0972'SCHOOL AT NEW COLUMBIA, THENCE 1.9 MILES NORTH ALONG COUNTY
 LZ0972'ROAD 59045, THENCE 10.5 MILES WEST ON COUNTY ROAD 59031, 1.0
 LZ0972'MILE WEST OF BENCH MARK Z 241, 0.3 MILE WEST OF A ONE-STORY FRAME
 LZ0972'BUILDING (BEAR PATH CAMP), 0.2 MILES EAST OF ANOTHER ONE-STORY
 LZ0972'FRAME BUILDING, 78 FEET NORTH OF THE CENTERLINE AND ON THE
 LZ0972'RIGHT-HAND SIDE OF THE ROAD, 6 FEET SOUTHEAST OF A 24-INCH
 LZ0972'DOUBLE-TRUNK PINE TREE WITH A TRIANGULAR BLAZE, AND IN A 4- BY
 LZ0972'6-FOOT ROCK PROJECTING ABOUT 1 FOOT ABOVE THE SURFACE AND 2
 LZ0972'FEET BELOW THE LEVEL OF THE ROAD.  A COAST AND GEODETIC SURVEY
 LZ0972'BENCH-MARK DISK, STAMPED A 242 1960.  NOTE-- THIS BENCH MARK
 LZ0972'CAN ALSO BE REACHED BY GOING 13.5 MILES WEST ALONG COUNTY ROAD
 LZ0972'629 FROM THE JUNCTION OF THE ROAD AND U.S. HIGHWAY 15 AT WHITE
 LZ0972'DEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2413 ***********************************************************************
 KW2413  DESIGNATION -  A 243
 KW2413  PID         -  KW2413
 KW2413  STATE/COUNTY-  PA/CLINTON
 KW2413  USGS QUAD   -  MADISONBURG (1983)
 KW2413
 KW2413                         *CURRENT SURVEY CONTROL
 KW2413  ___________________________________________________________________
 KW2413* NAD 83(1986)-  40 59 52.     (N)    077 32 02.     (W)     SCALED    
 KW2413* NAVD 88     -       260.074  (meters)     853.26   (feet)  ADJUSTED  
 KW2413  ___________________________________________________________________
 KW2413  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KW2413  DYNAMIC HT  -         259.950 (meters)     852.85  (feet)  COMP
 KW2413  MODELED GRAV-     980,142.9   (mgal)                       NAVD 88
 KW2413
 KW2413  VERT ORDER  -  SECOND    CLASS 0
 KW2413
 KW2413.The horizontal coordinates were scaled from a topographic map and have
 KW2413.an estimated accuracy of +/- 6 seconds.
 KW2413
 KW2413.The orthometric height was determined by differential leveling
 KW2413.and adjusted by the National Geodetic Survey in June 1991..
 KW2413
 KW2413.The geoid height was determined by GEOID03.
 KW2413
 KW2413.The dynamic height is computed by dividing the NAVD 88
 KW2413.geopotential number by the normal gravity value computed on the
 KW2413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2413.degrees latitude (g = 980.6199 gals.).
 KW2413
 KW2413.The modeled gravity was interpolated from observed gravity values.
 KW2413
 KW2413;                    North         East    Units  Estimated Accuracy
 KW2413;SPC PA N     -    92,320.      618,180.      MT  (+/- 180 meters Scaled)
 KW2413
 KW2413                          SUPERSEDED SURVEY CONTROL
 KW2413
 KW2413  NGVD 29 (??/??/??)  260.274  (m)          853.92   (f) ADJUSTED    2 0
 KW2413
 KW2413.Superseded values are not recommended for survey control.
 KW2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2413.See file dsdata.txt to determine how the superseded data were derived.
 KW2413
 KW2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL868416(NAD 83)
 KW2413_MARKER: DB = BENCH MARK DISK
 KW2413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2413_STAMPING: A 243 1960
 KW2413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2413+STABILITY: SURFACE MOTION
 KW2413
 KW2413  HISTORY     - Date     Condition        Report By
 KW2413  HISTORY     - 1960     MONUMENTED       CGS
 KW2413
 KW2413                          STATION DESCRIPTION
 KW2413
 KW2413'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2413'7.4 MI W FROM TYLERSVILLE.
 KW2413'7.35 MILES WEST ALONG STATE HIGHWAY 780 FROM THE JUNCTION OF
 KW2413'THE HIGHWAY AND COUNTY ROAD 18006 AT TYLERSVILLE, 1.0 MILE
 KW2413'NORTHWEST OF BENCH MARK Z 242, 0.55 MILE SOUTH OF THE MAIN
 KW2413'ENTRANCE TO THE LAMAR, PA., FISH HATCHERY, U.S. DEPARTMENT
 KW2413'OF THE INTERIOR, 0.35 MILE WEST OF A STEEL BRIDGE OVER A CREEK,
 KW2413'153 FEET NORTHWEST OF TELEPHONE POLE NO. 35, 152 FEET SOUTHEAST
 KW2413'OF TELEPHONE POLE NO. 33, 25 FEET NORTHEAST OF THE CENTERLINE
 KW2413'OF THE HIGHWAY, 4 FEET WEST-SOUTHWEST OF A WIRE FENCE LINE, 2
 KW2413'FEET WEST-SOUTHWEST OF TELEPHONE POLE NO. 34, AND ABOUT LEVEL
 KW2413'WITH THE HIGHWAY.  A COAST AND GEODETIC SURVEY BENCH-MARK DISK,
 KW2413'STAMPED A 243 1960 AND SET IN THE TOP OF A CONCRETE POST
 KW2413'PROJECTING 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1334 ***********************************************************************
 LZ1334  DESIGNATION -  A 244
 LZ1334  PID         -  LZ1334
 LZ1334  STATE/COUNTY-  PA/CLINTON
 LZ1334  USGS QUAD   -  BEECH CREEK (1973)
 LZ1334
 LZ1334                         *CURRENT SURVEY CONTROL
 LZ1334  ___________________________________________________________________
 LZ1334* NAD 83(1986)-  41 02 18.     (N)    077 30 49.     (W)     SCALED    
 LZ1334* NAVD 88     -       268.436  (meters)     880.69   (feet)  ADJUSTED  
 LZ1334  ___________________________________________________________________
 LZ1334  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 LZ1334  DYNAMIC HT  -         268.313 (meters)     880.29  (feet)  COMP
 LZ1334  MODELED GRAV-     980,160.2   (mgal)                       NAVD 88
 LZ1334
 LZ1334  VERT ORDER  -  SECOND    CLASS 0
 LZ1334
 LZ1334.The horizontal coordinates were scaled from a topographic map and have
 LZ1334.an estimated accuracy of +/- 6 seconds.
 LZ1334
 LZ1334.The orthometric height was determined by differential leveling
 LZ1334.and adjusted by the National Geodetic Survey in June 1991..
 LZ1334
 LZ1334.The geoid height was determined by GEOID03.
 LZ1334
 LZ1334.The dynamic height is computed by dividing the NAVD 88
 LZ1334.geopotential number by the normal gravity value computed on the
 LZ1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1334.degrees latitude (g = 980.6199 gals.).
 LZ1334
 LZ1334.The modeled gravity was interpolated from observed gravity values.
 LZ1334
 LZ1334;                    North         East    Units  Estimated Accuracy
 LZ1334;SPC PA N     -    96,830.      619,880.      MT  (+/- 180 meters Scaled)
 LZ1334
 LZ1334                          SUPERSEDED SURVEY CONTROL
 LZ1334
 LZ1334  NGVD 29 (??/??/92)  268.639  (m)          881.36   (f) ADJ UNCH    2 0
 LZ1334
 LZ1334.Superseded values are not recommended for survey control.
 LZ1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1334.See file dsdata.txt to determine how the superseded data were derived.
 LZ1334
 LZ1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL887460(NAD 83)
 LZ1334_MARKER: DB = BENCH MARK DISK
 LZ1334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1334_SP_SET: CULVERT
 LZ1334_STAMPING: A 244 1960
 LZ1334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1334
 LZ1334  HISTORY     - Date     Condition        Report By
 LZ1334  HISTORY     - 1960     MONUMENTED       CGS
 LZ1334
 LZ1334                          STATION DESCRIPTION
 LZ1334
 LZ1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LZ1334'1.9 MI E FROM LAMAR.
 LZ1334'ABOUT 1.90 MILE EAST ALONG STATE HIGHWAY 64 FROM THE NITTANY FIRE
 LZ1334'CO. BUILDING IN LAMAR, BM IS AT THE MT. BETHEL REFORM CHURCH, 40
 LZ1334'FEET WEST OF THE CENTERLINE OF WEST DRIVE TO CHURCH, 22 FEET
 LZ1334'NORTH OF THE CENTERLINE OF STATE HY. 64, SET IN TOP CENTER OF
 LZ1334'THE WINGWALL FOR THE HEADWALL OF A 16 INCH PIPE CULVERT UNDER
 LZ1334'THE DRIVE TO THE CHURCH, STANDARD BENCH MARK DISK DRILLED IN
 LZ1334'HORIZONTAL ABOUT LEVEL WITH STATE HIGHWAY 64.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0419 ***********************************************************************
 MB0419  DESIGNATION -  A 245
 MB0419  PID         -  MB0419
 MB0419  STATE/COUNTY-  PA/CRAWFORD
 MB0419  USGS QUAD   -  HADLEY (1977)
 MB0419
 MB0419                         *CURRENT SURVEY CONTROL
 MB0419  ___________________________________________________________________
 MB0419* NAD 83(1986)-  41 28 54.     (N)    080 11 07.     (W)     SCALED    
 MB0419* NAVD 88     -       409.276  (meters)    1342.77   (feet)  ADJUSTED  
 MB0419  ___________________________________________________________________
 MB0419  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 MB0419  DYNAMIC HT  -         409.101 (meters)    1342.19  (feet)  COMP
 MB0419  MODELED GRAV-     980,182.9   (mgal)                       NAVD 88
 MB0419
 MB0419  VERT ORDER  -  SECOND    CLASS 0
 MB0419
 MB0419.The horizontal coordinates were scaled from a topographic map and have
 MB0419.an estimated accuracy of +/- 6 seconds.
 MB0419
 MB0419.The orthometric height was determined by differential leveling
 MB0419.and adjusted by the National Geodetic Survey in June 1991..
 MB0419
 MB0419.The geoid height was determined by GEOID03.
 MB0419
 MB0419.The dynamic height is computed by dividing the NAVD 88
 MB0419.geopotential number by the normal gravity value computed on the
 MB0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0419.degrees latitude (g = 980.6199 gals.).
 MB0419
 MB0419.The modeled gravity was interpolated from observed gravity values.
 MB0419
 MB0419;                    North         East    Units  Estimated Accuracy
 MB0419;SPC PA N     -   148,900.      396,640.      MT  (+/- 180 meters Scaled)
 MB0419
 MB0419                          SUPERSEDED SURVEY CONTROL
 MB0419
 MB0419  NGVD 29 (??/??/92)  409.437  (m)         1343.29   (f) ADJ UNCH    2 0
 MB0419
 MB0419.Superseded values are not recommended for survey control.
 MB0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0419.See file dsdata.txt to determine how the superseded data were derived.
 MB0419
 MB0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF680925(NAD 83)
 MB0419_MARKER: DB = BENCH MARK DISK
 MB0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0419_STAMPING: A 245 1960
 MB0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0419+STABILITY: SURFACE MOTION
 MB0419
 MB0419  HISTORY     - Date     Condition        Report By
 MB0419  HISTORY     - 1960     MONUMENTED       CGS
 MB0419  HISTORY     - 20001129 MARK NOT FOUND   PADT
 MB0419
 MB0419                          STATION DESCRIPTION
 MB0419
 MB0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MB0419'12.6 MI SW FROM MEADVILLE.
 MB0419'ABOUT 1.95 MILE WEST ON U.S. HIGHWAY 322 FROM THE STATE
 MB0419'HIGHWAY BUILDING IN THE SOUTH EDGE OF MEADVILLE TO THE JUNCTION
 MB0419'OF U.S. HIGHWAYS 322 AND 19, THENCE 10.3 MILE SOUTH ON U.S.
 MB0419'HIGHWAY 19 TO THE CRAWFORD-MERCER COUNTY LINE, THENCE 0.3
 MB0419'MILE EAST ALONG THE COUNTY LINE ROAD TO A GRAVEL ROAD JUNCTION,
 MB0419'ALSO 1.95 MILE WEST ALONG U.S. HIGHWAY 322 FROM THE STATE
 MB0419'HIGHWAY BUILDING IN THE SOUTH EDGE OF MEADVILLE TO THE JUNCTION
 MB0419'OF U.S. HIGHWAYS 322 AND 19, THENCE 8.5 MILE SOUTH ON U.S.
 MB0419'HIGHWAY 19 TO A GRAVEL ROAD JUNCTION, THENCE 1.0 MILE EAST ALONG
 MB0419'A GRAVEL ROAD TO A T ROAD JUNCTION, THENCE 1.05 MILE SOUTH ON A
 MB0419'GRAVEL ROAD TO A GRAVEL ROAD JUNCTION AND THE COUNTY LINE, SET
 MB0419'IN THE SOUTH WEST CORNER OF THE INTERSECTION, 21 FEET SOUTH OF
 MB0419'THE CENTERLINE OF THE COUNTY LINE ROAD, 19 FEET WEST OF THE
 MB0419'NORTH SOUTH ROAD CENTERLINE OF THE COUNTY LINE ROAD, 19 FEET
 MB0419'WEST OF THE NORTH SOUTH ROAD CENTERLINE, 2 FEET SOUTHEAST OF A
 MB0419'POWER POLE AND SET IN A CONCRETE POST WHICH IS ABOUT 2 FEET
 MB0419'ABOVE THE ROADS AND PROJECTING ABOUT 1 INCH.
 MB0419
 MB0419                          STATION RECOVERY (2000)
 MB0419
 MB0419'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (JAW)
 MB0419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1927 ***********************************************************************
 KW1927  DESIGNATION -  A 246
 KW1927  PID         -  KW1927
 KW1927  STATE/COUNTY-  PA/CUMBERLAND
 KW1927  USGS QUAD   -  CARLISLE (1984)
 KW1927
 KW1927                         *CURRENT SURVEY CONTROL
 KW1927  ___________________________________________________________________
 KW1927* NAD 83(1986)-  40 12 58.     (N)    077 10 17.     (W)     SCALED    
 KW1927* NAVD 88     -       137.011  (meters)     449.51   (feet)  ADJUSTED  
 KW1927  ___________________________________________________________________
 KW1927  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 KW1927  DYNAMIC HT  -         136.941 (meters)     449.28  (feet)  COMP
 KW1927  MODELED GRAV-     980,116.6   (mgal)                       NAVD 88
 KW1927
 KW1927  VERT ORDER  -  FIRST     CLASS II
 KW1927
 KW1927.The horizontal coordinates were scaled from a topographic map and have
 KW1927.an estimated accuracy of +/- 6 seconds.
 KW1927
 KW1927.The orthometric height was determined by differential leveling
 KW1927.and adjusted by the National Geodetic Survey in June 1991..
 KW1927
 KW1927.The geoid height was determined by GEOID03.
 KW1927
 KW1927.The dynamic height is computed by dividing the NAVD 88
 KW1927.geopotential number by the normal gravity value computed on the
 KW1927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1927.degrees latitude (g = 980.6199 gals.).
 KW1927
 KW1927.The modeled gravity was interpolated from observed gravity values.
 KW1927
 KW1927;                    North         East    Units  Estimated Accuracy
 KW1927;SPC PA S     -    98,180.      649,250.      MT  (+/- 180 meters Scaled)
 KW1927
 KW1927                          SUPERSEDED SURVEY CONTROL
 KW1927
 KW1927  NGVD 29 (??/??/??)  137.228  (m)          450.22   (f) ADJUSTED    1 2
 KW1927
 KW1927.Superseded values are not recommended for survey control.
 KW1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1927.See file dsdata.txt to determine how the superseded data were derived.
 KW1927
 KW1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK152540(NAD 83)
 KW1927_MARKER: DB = BENCH MARK DISK
 KW1927_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1927_SP_SET: CATCH BASIN
 KW1927_STAMPING: A 246 1960
 KW1927_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW1927+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 KW1927
 KW1927  HISTORY     - Date     Condition        Report By
 KW1927  HISTORY     - 1960     MONUMENTED       CGS
 KW1927  HISTORY     - 1979     GOOD             NGS
 KW1927  HISTORY     - 19980619 MARK NOT FOUND   USPSQD
 KW1927  HISTORY     - 20060218 GOOD             GEOCAC
 KW1927
 KW1927                          STATION DESCRIPTION
 KW1927
 KW1927'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1927'1.1 MI NE FROM CARLISLE.
 KW1927'ABOUT 1.1 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE JUNCTION
 KW1927'OF STATE HIGHWAY 34 AT CARLISLE, ON THE TOP OF THE SOUTHWEST
 KW1927'CORNER OF A LARGE CATCH BASIN, 33.7 FEET SOUTH OF THE CENTER
 KW1927'LINE OF U.S. HIGHWAY 11, 14 1/2 FEET SOUTH OF POWER LINE POLE
 KW1927'NO. 113-31218, 104 FEET NORTH OF THE ENTRANCE DRIVE TO AMP INC.
 KW1927'AND ABOUT LEVEL WITH THE HIGHWAY.
 KW1927
 KW1927                          STATION RECOVERY (1979)
 KW1927
 KW1927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW1927'RECOVERED IN GOOD CONDITION.
 KW1927
 KW1927                          STATION RECOVERY (1998)
 KW1927
 KW1927'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW1927'MARK NOT FOUND.
 KW1927
 KW1927                          STATION RECOVERY (2006)
 KW1927
 KW1927'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW1927'CHANGE DESCRIPTION TO READ 104 FEET NORTH OF THE ENTRANCE DRIVE TO
 KW1927'FLIGHT SYSTEMS INDUSTRIAL PRODUCTS (FSIP).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1204 ***********************************************************************
 KW1204  DESIGNATION -  A 247
 KW1204  PID         -  KW1204
 KW1204  STATE/COUNTY-  PA/CUMBERLAND
 KW1204  USGS QUAD   -  HARRISBURG WEST (1987)
 KW1204
 KW1204                         *CURRENT SURVEY CONTROL
 KW1204  ___________________________________________________________________
 KW1204* NAD 83(1986)-  40 18 33.     (N)    076 55 23.     (W)     SCALED    
 KW1204* NAVD 88     -       112.616  (meters)     369.47   (feet)  ADJUSTED  
 KW1204  ___________________________________________________________________
 KW1204  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KW1204  DYNAMIC HT  -         112.560 (meters)     369.29  (feet)  COMP
 KW1204  MODELED GRAV-     980,129.7   (mgal)                       NAVD 88
 KW1204
 KW1204  VERT ORDER  -  SECOND    CLASS 0
 KW1204
 KW1204.The horizontal coordinates were scaled from a topographic map and have
 KW1204.an estimated accuracy of +/- 6 seconds.
 KW1204
 KW1204.The orthometric height was determined by differential leveling
 KW1204.and adjusted by the National Geodetic Survey in June 1991..
 KW1204
 KW1204.The geoid height was determined by GEOID03.
 KW1204
 KW1204.The dynamic height is computed by dividing the NAVD 88
 KW1204.geopotential number by the normal gravity value computed on the
 KW1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1204.degrees latitude (g = 980.6199 gals.).
 KW1204
 KW1204.The modeled gravity was interpolated from observed gravity values.
 KW1204
 KW1204;                    North         East    Units  Estimated Accuracy
 KW1204;SPC PA S     -   108,680.      670,290.      MT  (+/- 180 meters Scaled)
 KW1204
 KW1204                          SUPERSEDED SURVEY CONTROL
 KW1204
 KW1204  NGVD 29 (??/??/??)  112.832  (m)          370.18   (f) ADJUSTED    2 0
 KW1204
 KW1204.Superseded values are not recommended for survey control.
 KW1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1204.See file dsdata.txt to determine how the superseded data were derived.
 KW1204
 KW1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK365638(NAD 83)
 KW1204_MARKER: DB = BENCH MARK DISK
 KW1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1204_STAMPING: A 247 1960
 KW1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1204+STABILITY: SURFACE MOTION
 KW1204
 KW1204  HISTORY     - Date     Condition        Report By
 KW1204  HISTORY     - 1960     MONUMENTED       CGS
 KW1204  HISTORY     - 20050514 MARK NOT FOUND   GEOCAC
 KW1204
 KW1204                          STATION DESCRIPTION
 KW1204
 KW1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1204'1.2 MI N FROM ENOLA.
 KW1204'ABOUT 1.2 MILES NORTH ALONG U.S. HIGHWAY 11 AND 15 FROM THE
 KW1204'ENOLA STATE BANK AT ENOLA, AT THE INTERSECTION OF THE HIGHWAY
 KW1204'AND VALLEY STREET, 35 FEET EAST OF THE CENTER LINE OF THE
 KW1204'U.S. HIGHWAYS, 118 FEET WEST OF THE WEST RAIL OF THE NEAR TRACK OF
 KW1204'THE PENNSYLVANIA RAILROAD, 3 1/2 FEET EAST OF POWER LINE POLE
 KW1204'NO. 69123, 21 FEET SOUTH OF THE CENTER LINE OF TRACK ROAD
 KW1204'LEADING TO RAILROAD, 2 1/2 FEET NORTH OF A METAL WITNESS POST,
 KW1204'2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 KW1204'CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 KW1204'GROUND.
 KW1204
 KW1204                          STATION RECOVERY (2005)
 KW1204
 KW1204'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW1204'ROAD CHANGED AND WIDENED AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1142 ***********************************************************************
 KW1142  DESIGNATION -  A 248
 KW1142  PID         -  KW1142
 KW1142  STATE/COUNTY-  PA/DAUPHIN
 KW1142  USGS QUAD   -  HARRISBURG EAST (1987)
 KW1142
 KW1142                         *CURRENT SURVEY CONTROL
 KW1142  ___________________________________________________________________
 KW1142* NAD 83(1986)-  40 18 24.     (N)    076 48 19.     (W)     SCALED    
 KW1142* NAVD 88     -       153.116  (meters)     502.35   (feet)  ADJUSTED  
 KW1142  ___________________________________________________________________
 KW1142  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 KW1142  DYNAMIC HT  -         153.039 (meters)     502.10  (feet)  COMP
 KW1142  MODELED GRAV-     980,116.4   (mgal)                       NAVD 88
 KW1142
 KW1142  VERT ORDER  -  SECOND    CLASS 0
 KW1142
 KW1142.The horizontal coordinates were scaled from a topographic map and have
 KW1142.an estimated accuracy of +/- 6 seconds.
 KW1142
 KW1142.The orthometric height was determined by differential leveling
 KW1142.and adjusted by the National Geodetic Survey in June 1991..
 KW1142
 KW1142.The geoid height was determined by GEOID03.
 KW1142
 KW1142.The dynamic height is computed by dividing the NAVD 88
 KW1142.geopotential number by the normal gravity value computed on the
 KW1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1142.degrees latitude (g = 980.6199 gals.).
 KW1142
 KW1142.The modeled gravity was interpolated from observed gravity values.
 KW1142
 KW1142;                    North         East    Units  Estimated Accuracy
 KW1142;SPC PA S     -   108,500.      680,310.      MT  (+/- 180 meters Scaled)
 KW1142
 KW1142                          SUPERSEDED SURVEY CONTROL
 KW1142
 KW1142  NGVD 29 (??/??/??)  153.329  (m)          503.05   (f) ADJUSTED    2 0
 KW1142
 KW1142.Superseded values are not recommended for survey control.
 KW1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1142.See file dsdata.txt to determine how the superseded data were derived.
 KW1142
 KW1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK465633(NAD 83)
 KW1142_MARKER: DB = BENCH MARK DISK
 KW1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1142_STAMPING: A 248 1960
 KW1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1142+STABILITY: SURFACE MOTION
 KW1142
 KW1142  HISTORY     - Date     Condition        Report By
 KW1142  HISTORY     - 1960     MONUMENTED       CGS
 KW1142  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 KW1142
 KW1142                          STATION DESCRIPTION
 KW1142
 KW1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1142'1.2 MI NE FROM SHOOP.
 KW1142'ABOUT 1.2 MILES NORTHEAST ALONG U.S. HIGHWAY 22 FROM THE
 KW1142'INTERSECTION OF U.S. HIGHWAY 230 (BY-PASS) AND THE SHOOPS
 KW1142'LUTHERAN CHURCH, AT THE JUNCTION OF U.S. HIGHWAY 22 AND
 KW1142'DEVONSHIRE ROAD LEADING SOUTHWEST, 132 FEET SOUTHEAST OF THE
 KW1142'CENTER LINE OF U.S. HIGHWAY 22, 16 FEET NORTHEAST OF THE CENTER
 KW1142'LINE OF DEVONSHIRE ROAD, 6 3/4 FEET WEST OF A 20-INCH LONE BLACK
 KW1142'LOCUST TREE, 56 FEET SOUTHEAST OF TELEPHONE POLE NO. H-1, 2 FEET
 KW1142'SOUTHWEST OF A WHITE BOARD FENCE, 2 FEET SOUTHEAST OF THE
 KW1142'SOUTHEAST END OF A ROW OF HEDGE, 3 FEET NORTHWEST OF A METAL
 KW1142'WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE
 KW1142'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF
 KW1142'THE GROUND.
 KW1142
 KW1142                          STATION RECOVERY (1996)
 KW1142
 KW1142'RECOVERY NOTE BY US POWER SQUADRON 1996
 KW1142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0227 ***********************************************************************
 KW0227  DESIGNATION -  A 249
 KW0227  PID         -  KW0227
 KW0227  STATE/COUNTY-  PA/SCHUYLKILL
 KW0227  USGS QUAD   -  PINE GROVE (1977)
 KW0227
 KW0227                         *CURRENT SURVEY CONTROL
 KW0227  ___________________________________________________________________
 KW0227* NAD 83(1986)-  40 31 45.     (N)    076 28 47.     (W)     SCALED    
 KW0227* NAVD 88     -       178.779  (meters)     586.54   (feet)  ADJUSTED  
 KW0227  ___________________________________________________________________
 KW0227  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 KW0227  DYNAMIC HT  -         178.689 (meters)     586.25  (feet)  COMP
 KW0227  MODELED GRAV-     980,120.7   (mgal)                       NAVD 88
 KW0227
 KW0227  VERT ORDER  -  SECOND    CLASS 0
 KW0227
 KW0227.The horizontal coordinates were scaled from a topographic map and have
 KW0227.an estimated accuracy of +/- 6 seconds.
 KW0227
 KW0227.The orthometric height was determined by differential leveling
 KW0227.and adjusted by the National Geodetic Survey in June 1991..
 KW0227
 KW0227.The geoid height was determined by GEOID03.
 KW0227
 KW0227.The dynamic height is computed by dividing the NAVD 88
 KW0227.geopotential number by the normal gravity value computed on the
 KW0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0227.degrees latitude (g = 980.6199 gals.).
 KW0227
 KW0227.The modeled gravity was interpolated from observed gravity values.
 KW0227
 KW0227;                    North         East    Units  Estimated Accuracy
 KW0227;SPC PA S     -   133,550.      707,620.      MT  (+/- 180 meters Scaled)
 KW0227
 KW0227                          SUPERSEDED SURVEY CONTROL
 KW0227
 KW0227  NGVD 29 (??/??/??)  178.980  (m)          587.20   (f) ADJUSTED    2 0
 KW0227
 KW0227.Superseded values are not recommended for survey control.
 KW0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0227.See file dsdata.txt to determine how the superseded data were derived.
 KW0227
 KW0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK746875(NAD 83)
 KW0227_MARKER: DB = BENCH MARK DISK
 KW0227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0227_SP_SET: CULVERT
 KW0227_STAMPING: A 249 1960
 KW0227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0227+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2005
 KW0227
 KW0227  HISTORY     - Date     Condition        Report By
 KW0227  HISTORY     - 1960     MONUMENTED       CGS
 KW0227  HISTORY     - 1967     GOOD             CGS
 KW0227  HISTORY     - 20050325 GOOD             GEOCAC
 KW0227
 KW0227                          STATION DESCRIPTION
 KW0227
 KW0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0227'0.7 MI W FROM SUEDBERG.
 KW0227'ABOUT 0.7 MILE WEST ALONG STATE HIGHWAY 443 FROM THE CONCRETE
 KW0227'BRIDGE OVER MILL CREEK AT SUEDBERG, ABOUT 0.6 MILE EAST OF
 KW0227'THE LEBANON-SCHUYLKILL COUNTY LINE.  IT IS SET ON THE TOP OF THE
 KW0227'CENTER OF A 24-INCH CONCRETE PIPE CULVERT WITH WINGWALL, 15 1/2
 KW0227'FEET EAST OF TELEPHONE POLE NO. 12, 22.9 FEET SOUTH OF THE CENTER
 KW0227'OF HIGHWAY 443, 36 1/2 FEET WEST OF POWERLINE POLE NO. 33486,
 KW0227'IT IS ABOUT 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 KW0227
 KW0227                          STATION RECOVERY (1967)
 KW0227
 KW0227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KW0227'RECOVERED IN GOOD CONDITION.
 KW0227
 KW0227                          STATION RECOVERY (2005)
 KW0227
 KW0227'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0499 ***********************************************************************
 MA0499  DESIGNATION -  A 25
 MA0499  PID         -  MA0499
 MA0499  STATE/COUNTY-  PA/CLEARFIELD
 MA0499  USGS QUAD   -  SABULA (1986)
 MA0499
 MA0499                         *CURRENT SURVEY CONTROL
 MA0499  ___________________________________________________________________
 MA0499* NAD 83(1992)-  41 09 11.55902(N)    078 40 01.38181(W)     ADJUSTED  
 MA0499* NAVD 88     -       442.728  (meters)    1452.52   (feet)  ADJUSTED  
 MA0499  ___________________________________________________________________
 MA0499  X           -     945,158.306 (meters)                     COMP
 MA0499  Y           -  -4,715,939.333 (meters)                     COMP
 MA0499  Z           -   4,175,519.687 (meters)                     COMP
 MA0499  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 MA0499  ELLIP HEIGHT-         410.48  (meters)          (06/21/02) GPS OBS
 MA0499  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 MA0499  DYNAMIC HT  -         442.517 (meters)    1451.82  (feet)  COMP
 MA0499  MODELED GRAV-     980,133.7   (mgal)                       NAVD 88
 MA0499
 MA0499  HORZ ORDER  -  THIRD
 MA0499  VERT ORDER  -  SECOND    CLASS 0
 MA0499  ELLP ORDER  -  FOURTH    CLASS I
 MA0499
 MA0499.The horizontal coordinates were established by GPS observations
 MA0499.and adjusted by the National Geodetic Survey in June 2002..
 MA0499
 MA0499.The orthometric height was determined by differential leveling
 MA0499.and adjusted by the National Geodetic Survey in June 1991..
 MA0499
 MA0499.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MA0499
 MA0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA0499
 MA0499.The ellipsoidal height was determined by GPS observations
 MA0499.and is referenced to NAD 83.
 MA0499
 MA0499.The geoid height was determined by GEOID03.
 MA0499
 MA0499.The dynamic height is computed by dividing the NAVD 88
 MA0499.geopotential number by the normal gravity value computed on the
 MA0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0499.degrees latitude (g = 980.6199 gals.).
 MA0499
 MA0499.The modeled gravity was interpolated from observed gravity values.
 MA0499
 MA0499;                    North         East     Units Scale Factor Converg.
 MA0499;SPC PA N     -   109,966.728   523,026.674   MT  0.99996742   -0 36 24.0
 MA0499;SPC PA N     -   360,782.51  1,715,963.35   sFT  0.99996742   -0 36 24.0
 MA0499;UTM  17      - 4,558,388.603   695,756.933   MT  1.00007165   +1 32 08.7
 MA0499
 MA0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA0499!SPC PA N     -   0.99993562  x   0.99996742  =   0.99990304
 MA0499!UTM  17      -   0.99993562  x   1.00007165  =   1.00000726
 MA0499
 MA0499                          SUPERSEDED SURVEY CONTROL
 MA0499
 MA0499  NAD 83(1986)-  41 09 11.56041(N)    078 40 01.37802(W) AD(       ) 3
 MA0499  NGVD 29 (??/??/92)  442.856  (m)         1452.94   (f) ADJ UNCH    2 0
 MA0499
 MA0499.Superseded values are not recommended for survey control.
 MA0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0499.See file dsdata.txt to determine how the superseded data were derived.
 MA0499
 MA0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF9575758389(NAD 83)
 MA0499_MARKER: DB = BENCH MARK DISK
 MA0499_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0499_SP_SET: BRIDGE SEAT
 MA0499_STAMPING: A 25 1934
 MA0499_MARK LOGO: CGS   
 MA0499_MAGNETIC: N = NO MAGNETIC MATERIAL
 MA0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0499+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2000
 MA0499
 MA0499  HISTORY     - Date     Condition        Report By
 MA0499  HISTORY     - 1934     MONUMENTED       CGS
 MA0499  HISTORY     - 19880912 GOOD             NGS
 MA0499  HISTORY     - 20000204 GOOD             PADT
 MA0499
 MA0499                          STATION DESCRIPTION
 MA0499
 MA0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0499'5.4 MI E FROM DU BOIS.
 MA0499'ABOUT 5.4 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0499'DU BOIS, CLEARFIELD COUNTY, ABOUT 250 FEET EAST OF THE STATION
 MA0499'AT SABULA, ABOUT 2,150 FEET EAST OF MILEPOST 40, AT BRIDGE
 MA0499'70.46, IN THE TOP OF THE SOUTH END OF THE WEST BRIDGE SEAT, 20
 MA0499'FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 4-1/2 FEET
 MA0499'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED A 25
 MA0499'1934.
 MA0499
 MA0499                          STATION RECOVERY (1988)
 MA0499
 MA0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 MA0499'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 MA0499'FOLLOWS.
 MA0499'THE STATION IS LOCATED ABOUT 12.1 KM (7.50 MI) NORTH OF LUTHERSBURG,
 MA0499'10.0 KM (6.20 MI) EAST OF FALLS CREEK, AND 9.6 KM (5.95 MI) NORTHEAST
 MA0499'OF DUBOIS.
 MA0499'OWNERSHIP--CONRAIL RAILROAD.
 MA0499'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 219 AND STATE
 MA0499'HIGHWAY 255 IN THE NORTH SIDE OF DUBOIS, GO EASTERLY ON HIGHWAY 255
 MA0499'FOR 4.2 KM (2.60 MI) TO THE INTERSTATE HIGHWAY 80 OVERPASS.  CONTINUE
 MA0499'EASTERLY ON HIGHWAY 255 FOR 4.5 KM (2.80 MI) TO A PAVED ROAD ON THE
 MA0499'RIGHT AT THE SOUTH END OF LAKE SABULA.  TURN RIGHT AND GO EAST ON THE
 MA0499'PAVED ROAD FOR 0.1 KM (0.05 MI) TO THE STATION ON THE RIGHT JUST
 MA0499'BEFORE REACHING A RAILROAD CROSSING.  IN THE SOUTHEAST END OF THE
 MA0499'SOUTHWEST STONE ABUTMENT OF A RAILROAD BRIDGE.
 MA0499'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF THE STONE
 MA0499'ABUTMENT THAT IS 1.5 M (4.9 FT) BELOW THE TRACKS.  IT IS LOCATED 46.0
 MA0499'M (150.9 FT) SOUTHWEST OF THE CENTER OF A RAILROAD CROSSING, 6.1 M
 MA0499'(20.0 FT) SOUTHEAST OF THE NEAR RAIL OF THE CONRAIL RAILROAD, AND 0.8
 MA0499'M (2.6 FT) NORTHWEST OF THE SOUTHEAST END OF THE ABUTMENT.
 MA0499'DESCRIBED BY E.J. HANSMANN, TYPED BY G.A. MEANS.
 MA0499
 MA0499                          STATION RECOVERY (2000)
 MA0499
 MA0499'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (GAC)
 MA0499'FOUND AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0459 ***********************************************************************
 MB0459  DESIGNATION -  A 250
 MB0459  PID         -  MB0459
 MB0459  STATE/COUNTY-  PA/MERCER
 MB0459  USGS QUAD   -  HARLANSBURG (1990)
 MB0459
 MB0459                         *CURRENT SURVEY CONTROL
 MB0459  ___________________________________________________________________
 MB0459* NAD 83(1986)-  41 06 45.     (N)    080 08 53.     (W)     SCALED    
 MB0459* NAVD 88     -       384.671  (meters)    1262.04   (feet)  ADJUSTED  
 MB0459  ___________________________________________________________________
 MB0459  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 MB0459  DYNAMIC HT  -         384.488 (meters)    1261.44  (feet)  COMP
 MB0459  MODELED GRAV-     980,137.7   (mgal)                       NAVD 88
 MB0459
 MB0459  VERT ORDER  -  SECOND    CLASS 0
 MB0459
 MB0459.The horizontal coordinates were scaled from a topographic map and have
 MB0459.an estimated accuracy of +/- 6 seconds.
 MB0459
 MB0459.The orthometric height was determined by differential leveling
 MB0459.and adjusted by the National Geodetic Survey in June 1991..
 MB0459
 MB0459.The geoid height was determined by GEOID03.
 MB0459
 MB0459.The dynamic height is computed by dividing the NAVD 88
 MB0459.geopotential number by the normal gravity value computed on the
 MB0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0459.degrees latitude (g = 980.6199 gals.).
 MB0459
 MB0459.The modeled gravity was interpolated from observed gravity values.
 MB0459
 MB0459;                    North         East    Units  Estimated Accuracy
 MB0459;SPC PA N     -   107,830.      398,610.      MT  (+/- 180 meters Scaled)
 MB0459
 MB0459                          SUPERSEDED SURVEY CONTROL
 MB0459
 MB0459  NGVD 29 (??/??/92)  384.800  (m)         1262.46   (f) ADJ UNCH    2 0
 MB0459
 MB0459.Superseded values are not recommended for survey control.
 MB0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0459.See file dsdata.txt to determine how the superseded data were derived.
 MB0459
 MB0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF715515(NAD 83)
 MB0459_MARKER: DB = BENCH MARK DISK
 MB0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0459_STAMPING: A 250 1960
 MB0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0459+STABILITY: SURFACE MOTION
 MB0459
 MB0459  HISTORY     - Date     Condition        Report By
 MB0459  HISTORY     - 1960     MONUMENTED       CGS
 MB0459  HISTORY     - 1985     MARK NOT FOUND   NGS
 MB0459
 MB0459                          STATION DESCRIPTION
 MB0459
 MB0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MB0459'2.4 MI S FROM LONDON.
 MB0459'ABOUT 0.25 MILE SOUTH EAST ALONG STATE HY. 258 FROM THE JUNCTION
 MB0459'OF STATE HYS 258 AND 208 IN LONDON TO JUNCTION OF GRAVEL ROAD
 MB0459'SOUTH WEST THENCE SOUTH WEST ON GRAVEL ROAD 2.15 MILE, 18 FEET
 MB0459'EAST OF THE CENTERLINE OF DIRT ROAD, 8 FEET SOUTH OF AN OAK TREE,
 MB0459'36 FEET EAST OF THE CENTERLINE OF TRACK ROAD, STANDARD BENCH
 MB0459'MARK DISK SET IN TOP OF CONCRETE POST PROJECTING ABOUT 2
 MB0459'INCHES.  NOTE-- ABOUT 0.1 MILE SOUTH OF GRAVEL ROAD WEST.
 MB0459
 MB0459                          STATION RECOVERY (1985)
 MB0459
 MB0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MB0459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0452 ***********************************************************************
 MB0452  DESIGNATION -  A 251
 MB0452  PID         -  MB0452
 MB0452  STATE/COUNTY-  PA/MERCER
 MB0452  USGS QUAD   -  MERCER (1990)
 MB0452
 MB0452                         *CURRENT SURVEY CONTROL
 MB0452  ___________________________________________________________________
 MB0452* NAD 83(1986)-  41 12 21.     (N)    080 09 56.     (W)     SCALED    
 MB0452* NAVD 88     -       408.215  (meters)    1339.29   (feet)  ADJUSTED  
 MB0452  ___________________________________________________________________
 MB0452  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 MB0452  DYNAMIC HT  -         408.027 (meters)    1338.67  (feet)  COMP
 MB0452  MODELED GRAV-     980,152.1   (mgal)                       NAVD 88
 MB0452
 MB0452  VERT ORDER  -  SECOND    CLASS 0
 MB0452
 MB0452.The horizontal coordinates were scaled from a topographic map and have
 MB0452.an estimated accuracy of +/- 6 seconds.
 MB0452
 MB0452.The orthometric height was determined by differential leveling
 MB0452.and adjusted by the National Geodetic Survey in June 1991..
 MB0452
 MB0452.The geoid height was determined by GEOID03.
 MB0452
 MB0452.The dynamic height is computed by dividing the NAVD 88
 MB0452.geopotential number by the normal gravity value computed on the
 MB0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0452.degrees latitude (g = 980.6199 gals.).
 MB0452
 MB0452.The modeled gravity was interpolated from observed gravity values.
 MB0452
 MB0452;                    North         East    Units  Estimated Accuracy
 MB0452;SPC PA N     -   118,230.      397,430.      MT  (+/- 180 meters Scaled)
 MB0452
 MB0452                          SUPERSEDED SURVEY CONTROL
 MB0452
 MB0452  NGVD 29 (??/??/92)  408.345  (m)         1339.71   (f) ADJ UNCH    2 0
 MB0452
 MB0452.Superseded values are not recommended for survey control.
 MB0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0452.See file dsdata.txt to determine how the superseded data were derived.
 MB0452
 MB0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF699619(NAD 83)
 MB0452_MARKER: DB = BENCH MARK DISK
 MB0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0452_STAMPING: A 251 1960
 MB0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0452+STABILITY: SURFACE MOTION
 MB0452
 MB0452  HISTORY     - Date     Condition        Report By
 MB0452  HISTORY     - 1960     MONUMENTED       CGS
 MB0452
 MB0452                          STATION DESCRIPTION
 MB0452
 MB0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MB0452'5 MI SE FROM MERCER.
 MB0452'ABOUT 3.25 MILE EAST ALONG A BLACKTOP ROAD FROM THE JUNCTION OF
 MB0452'ROAD AND RAILROAD AT RAILROAD STATION IN EAST MERCER TO A GRAVEL
 MB0452'ROAD SOUTH THENCE 1.8 MILE SOUTH ALONG GRAVEL ROAD, STANDARD
 MB0452'BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING ABOUT 3
 MB0452'INCHES, 20 FEET WEST OF THE CENTERLINE OF DIRT ROAD, 1 FOOT NORTH
 MB0452'OF A TELEPHONE POLE, 2 FEET EAST OF A NORTH-SOUTH FENCE LINE,
 MB0452'133 FEET SOUTH OF A MAPLE TREE, 300 FEET SOUTH OF A DIRT ROAD
 MB0452'TO A FARM.  NOTE-- 0.25 MILE SOUTH OF JUNCTION OF GRAVEL ROAD
 MB0452'WEST.  NOTE-- ABOUT 0.7 MILE SOUTH OF FIVE POINTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3575 ***********************************************************************
 KY3575  DESIGNATION -  A 252 RESET
 KY3575  PID         -  KY3575
 KY3575  STATE/COUNTY-  PA/ALLEGHENY
 KY3575  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY3575
 KY3575                         *CURRENT SURVEY CONTROL
 KY3575  ___________________________________________________________________
 KY3575* NAD 83(1986)-  40 26 10.     (N)    080 07 12.     (W)     SCALED    
 KY3575* NAVD 88     -       352.18   (+/-2cm)    1155.4    (feet)  VERTCON   
 KY3575  ___________________________________________________________________
 KY3575  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KY3575
 KY3575  VERT ORDER  -  THIRD (See Below)
 KY3575
 KY3575.The horizontal coordinates were scaled from a topographic map and have
 KY3575.an estimated accuracy of +/- 6 seconds.
 KY3575
 KY3575.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3575.The vertical order pertains to the NGVD 29 superseded value.
 KY3575
 KY3575.The geoid height was determined by GEOID03.
 KY3575
 KY3575;                    North         East    Units  Estimated Accuracy
 KY3575;SPC PA S     -   125,150.      398,940.      MT  (+/- 180 meters Scaled)
 KY3575
 KY3575                          SUPERSEDED SURVEY CONTROL
 KY3575
 KY3575  NGVD 29 (02/24/03)  352.32   (m)         1155.9    (f) RESET       3  
 KY3575
 KY3575.Superseded values are not recommended for survey control.
 KY3575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3575.See file dsdata.txt to determine how the superseded data were derived.
 KY3575
 KY3575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE746765(NAD 83)
 KY3575_MARKER: DV = VERTICAL CONTROL DISK
 KY3575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3575_SP_SET: CONCRETE POST
 KY3575_STAMPING: A 252 RESET 1984
 KY3575_MARK LOGO: NGS   
 KY3575_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3575+STABILITY: SURFACE MOTION
 KY3575
 KY3575  HISTORY     - Date     Condition        Report By
 KY3575  HISTORY     - 1984     MONUMENTED       NGS
 KY3575
 KY3575                          STATION DESCRIPTION
 KY3575
 KY3575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KY3575'FROM THE POINT WHERE CAMPBELLS RUN ROAD PASSES UNDER INTERSTATE
 KY3575'HIGHWAY 79 WHICH IS NEAR THE JUNCTION OF INTERSTATE HIGHWAYS 79 AND
 KY3575'279 AT CARNEGIE, GO WEST ON CAMPBELLS RUN ROAD FOR 1.0 MI (1.6 KM) TO
 KY3575'A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH ON KEINERS LANE FOR 0.8 MI
 KY3575'(1.3 KM) TO A SIDE ROAD LEFT AND THE BENCH MARK, 16 FT (4.9 M) EAST
 KY3575'FROM THE CENTER OF KEINERS LANE, 7 FT (2.1 M) NORTH FROM THE EXTENDED
 KY3575'CENTER OF WEST HARBISON ROAD, 23.5 FT (7.2 M) SOUTH FROM A POWERLINE
 KY3575'POLE NUMBERED 244919 447, 59.2 FT (18.0 M) SOUTHWEST FROM THE
 KY3575'SOUTHWEST CORNER OF MR.ROBERT PLETCHERS HOME AT 5166 KEINERS LANE AND
 KY3575'15.5 FT (4.7 M) NORTH-NORTHWEST FROM A 6-INCH BLUE SPRUCE TREE, MARK
 KY3575'IS LEVEL WITH KEINERS LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0265 ***********************************************************************
 KY0265  DESIGNATION -  A 253
 KY0265  PID         -  KY0265
 KY0265  STATE/COUNTY-  PA/ALLEGHENY
 KY0265  USGS QUAD   -  AMBRIDGE (1990)
 KY0265
 KY0265                         *CURRENT SURVEY CONTROL
 KY0265  ___________________________________________________________________
 KY0265* NAD 83(1986)-  40 31 03.     (N)    080 07 52.     (W)     SCALED    
 KY0265* NAVD 88     -       219.516  (meters)     720.20   (feet)  ADJUSTED  
 KY0265  ___________________________________________________________________
 KY0265  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KY0265  DYNAMIC HT  -         219.402 (meters)     719.82  (feet)  COMP
 KY0265  MODELED GRAV-     980,102.0   (mgal)                       NAVD 88
 KY0265
 KY0265  VERT ORDER  -  SECOND    CLASS 0
 KY0265
 KY0265.The horizontal coordinates were scaled from a topographic map and have
 KY0265.an estimated accuracy of +/- 6 seconds.
 KY0265
 KY0265.The orthometric height was determined by differential leveling
 KY0265.and adjusted by the National Geodetic Survey in June 1991..
 KY0265
 KY0265.The geoid height was determined by GEOID03.
 KY0265
 KY0265.The dynamic height is computed by dividing the NAVD 88
 KY0265.geopotential number by the normal gravity value computed on the
 KY0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0265.degrees latitude (g = 980.6199 gals.).
 KY0265
 KY0265.The modeled gravity was interpolated from observed gravity values.
 KY0265
 KY0265;                    North         East    Units  Estimated Accuracy
 KY0265;SPC PA S     -   134,200.      398,240.      MT  (+/- 180 meters Scaled)
 KY0265
 KY0265                          SUPERSEDED SURVEY CONTROL
 KY0265
 KY0265  NGVD 29 (??/??/92)  219.668  (m)          720.69   (f) ADJ UNCH    2 0
 KY0265
 KY0265.Superseded values are not recommended for survey control.
 KY0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0265.See file dsdata.txt to determine how the superseded data were derived.
 KY0265
 KY0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE736855(NAD 83)
 KY0265_MARKER: DB = BENCH MARK DISK
 KY0265_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0265_SP_SET: BRIDGE
 KY0265_STAMPING: A 253 1960
 KY0265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0265
 KY0265  HISTORY     - Date     Condition        Report By
 KY0265  HISTORY     - 1960     MONUMENTED       CGS
 KY0265
 KY0265                          STATION DESCRIPTION
 KY0265
 KY0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0265'AT GLENFIELD.
 KY0265'IN GLENFIELD IN RAILROAD BRIDGE, 60 FEET SOUTH OF THE CENTERLINE
 KY0265'OF OHIO BLVD., 5 FEET NORTH OF TRACK, 40 FEET SOUTH OF POWER
 KY0265'POLE 176/2, 90 FEET WEST OF MAPLE TREE (2 FOOT IN DIAM.), STANDARD
 KY0265'BENCH MARK DISK DRILLED IN HORIZONTAL ABOUT 2 FEET BELOW THE
 KY0265'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0289 ***********************************************************************
 KY0289  DESIGNATION -  A 254
 KY0289  PID         -  KY0289
 KY0289  STATE/COUNTY-  PA/ALLEGHENY
 KY0289  USGS QUAD   -  EMSWORTH (1979)
 KY0289
 KY0289                         *CURRENT SURVEY CONTROL
 KY0289  ___________________________________________________________________
 KY0289* NAD 83(1986)-  40 30 47.     (N)    080 02 49.     (W)     SCALED    
 KY0289* NAVD 88     -       345.899  (meters)    1134.84   (feet)  ADJUSTED  
 KY0289  ___________________________________________________________________
 KY0289  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KY0289  DYNAMIC HT  -         345.719 (meters)    1134.25  (feet)  COMP
 KY0289  MODELED GRAV-     980,097.2   (mgal)                       NAVD 88
 KY0289
 KY0289  VERT ORDER  -  SECOND    CLASS 0
 KY0289
 KY0289.The horizontal coordinates were scaled from a topographic map and have
 KY0289.an estimated accuracy of +/- 6 seconds.
 KY0289
 KY0289.The orthometric height was determined by differential leveling
 KY0289.and adjusted by the National Geodetic Survey in June 1991..
 KY0289
 KY0289.The geoid height was determined by GEOID03.
 KY0289
 KY0289.The dynamic height is computed by dividing the NAVD 88
 KY0289.geopotential number by the normal gravity value computed on the
 KY0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0289.degrees latitude (g = 980.6199 gals.).
 KY0289
 KY0289.The modeled gravity was interpolated from observed gravity values.
 KY0289
 KY0289;                    North         East    Units  Estimated Accuracy
 KY0289;SPC PA S     -   133,520.      405,360.      MT  (+/- 180 meters Scaled)
 KY0289
 KY0289                          SUPERSEDED SURVEY CONTROL
 KY0289
 KY0289  NGVD 29 (??/??/92)  346.058  (m)         1135.36   (f) ADJ UNCH    2 0
 KY0289
 KY0289.Superseded values are not recommended for survey control.
 KY0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0289.See file dsdata.txt to determine how the superseded data were derived.
 KY0289
 KY0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE807851(NAD 83)
 KY0289_MARKER: DB = BENCH MARK DISK
 KY0289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0289_SP_SET: RETAINING
 KY0289_STAMPING: A 254 1960
 KY0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KY0289+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2005
 KY0289
 KY0289  HISTORY     - Date     Condition        Report By
 KY0289  HISTORY     - 1960     MONUMENTED       CGS
 KY0289  HISTORY     - 20010523 GOOD             PADT
 KY0289  HISTORY     - 20050621 GOOD             JCLS
 KY0289
 KY0289                          STATION DESCRIPTION
 KY0289
 KY0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0289'AT PITTSBURGH.
 KY0289'AT PITTSBURG IN THE WEST VIEW DISTRICT, AT THE JUNCTION OF
 KY0289'WILLIAMS STREET AND CENTER AVENUE, SET IN TOP AND 1 1/2 FEET
 KY0289'EAST OF THE WEST END OF A RETAINING WALL BETWEEN WILLAIMS
 KY0289'STREET AND A YARD, 33 FEET EAST OF THE EAST MOST RAIL OF THE
 KY0289'STREET CAR TRACKS, 21 FEET SOUTH OF THE CENTERLINE OF WILLIAMS
 KY0289'STREET AND ABOUT LEVEL WITH CENTER AVENUE A DISK DRILLED IN
 KY0289'HORIZONTAL.  ABOUT 0.5 MILE NORTH ON CENTER AVENUE FROM THE
 KY0289'JUNCTION OF CORNELL AVENUE AND BELLEVUE ROAD, ABOUT 0.35 MILE
 KY0289'NORTH ALONG CENTER AVENUE FROM THE NORTH END OF A 150 YARD
 KY0289'COMBINATION ROAD AND STREET CAR TRUSSLE OVER DEEP RAVIENE.
 KY0289
 KY0289                          STATION RECOVERY (2001)
 KY0289
 KY0289'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (MBJ)
 KY0289'RECOVERED IN GOOD CONDITION.
 KY0289
 KY0289                          STATION RECOVERY (2005)
 KY0289
 KY0289'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (FJO)
 KY0289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0285 ***********************************************************************
 KW0285  DESIGNATION -  A 256
 KW0285  PID         -  KW0285
 KW0285  STATE/COUNTY-  PA/SCHUYLKILL
 KW0285  USGS QUAD   -  MINERSVILLE (1976)
 KW0285
 KW0285                         *CURRENT SURVEY CONTROL
 KW0285  ___________________________________________________________________
 KW0285* NAD 83(1986)-  40 44 03.     (N)    076 19 12.     (W)     SCALED    
 KW0285* NAVD 88     -       491.879  (meters)    1613.77   (feet)  ADJUSTED  
 KW0285  ___________________________________________________________________
 KW0285  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KW0285  DYNAMIC HT  -         491.642 (meters)    1613.00  (feet)  COMP
 KW0285  MODELED GRAV-     980,127.3   (mgal)                       NAVD 88
 KW0285
 KW0285  VERT ORDER  -  SECOND    CLASS 0
 KW0285
 KW0285.The horizontal coordinates were scaled from a topographic map and have
 KW0285.an estimated accuracy of +/- 6 seconds.
 KW0285
 KW0285.The orthometric height was determined by differential leveling
 KW0285.and adjusted by the National Geodetic Survey in June 1991..
 KW0285
 KW0285.The geoid height was determined by GEOID03.
 KW0285
 KW0285.The dynamic height is computed by dividing the NAVD 88
 KW0285.geopotential number by the normal gravity value computed on the
 KW0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0285.degrees latitude (g = 980.6199 gals.).
 KW0285
 KW0285.The modeled gravity was interpolated from observed gravity values.
 KW0285
 KW0285;                    North         East    Units  Estimated Accuracy
 KW0285;SPC PA S     -   156,520.      720,790.      MT  (+/- 180 meters Scaled)
 KW0285
 KW0285                          SUPERSEDED SURVEY CONTROL
 KW0285
 KW0285  NGVD 29 (??/??/??)  492.104  (m)         1614.51   (f) ADJUSTED    2 0
 KW0285
 KW0285.Superseded values are not recommended for survey control.
 KW0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0285.See file dsdata.txt to determine how the superseded data were derived.
 KW0285
 KW0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL885100(NAD 83)
 KW0285_MARKER: DB = BENCH MARK DISK
 KW0285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0285_SP_SET: TRNASMISSION TOWER LEG BASE
 KW0285_STAMPING: A 256 1960
 KW0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0285
 KW0285  HISTORY     - Date     Condition        Report By
 KW0285  HISTORY     - 1960     MONUMENTED       CGS
 KW0285
 KW0285                          STATION DESCRIPTION
 KW0285
 KW0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0285'2.4 MI S FROM GORDON.
 KW0285'ABOUT 0.1 MILE WEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 KW0285'AT GORDON, THENCE 1.75 MILES SOUTHEAST ALONG AN ASPHALT ROAD
 KW0285'UPHILL, THENCE 0.5 MILE WEST ALONG A DIM ROAD ALONG A HIGH
 KW0285'TRANSMISSION POWER LINE, ON THE TOP OF THE SOUTH CORNER OF THE
 KW0285'CONCRETE BASE SUPPORTING THE SOUTH STEEL LEG OF TRANSMISSION
 KW0285'TOWER NO. 32-2 SS, 18 FEET NORTHWEST OF THE CENTER LINE OF THE
 KW0285'DIM ROAD AND ABOUT LEVEL WITH THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2430 ***********************************************************************
 KV2430  DESIGNATION -  A 257
 KV2430  PID         -  KV2430
 KV2430  STATE/COUNTY-  PA/BERKS
 KV2430  USGS QUAD   -  MORGANTOWN (1980)
 KV2430
 KV2430                         *CURRENT SURVEY CONTROL
 KV2430  ___________________________________________________________________
 KV2430* NAD 83(1986)-  40 13 25.     (N)    075 54 22.     (W)     SCALED    
 KV2430* NAVD 88     -       182.734  (meters)     599.52   (feet)  ADJUSTED  
 KV2430  ___________________________________________________________________
 KV2430  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 KV2430  DYNAMIC HT  -         182.636 (meters)     599.20  (feet)  COMP
 KV2430  MODELED GRAV-     980,083.5   (mgal)                       NAVD 88
 KV2430
 KV2430  VERT ORDER  -  SECOND    CLASS 0
 KV2430
 KV2430.The horizontal coordinates were scaled from a topographic map and have
 KV2430.an estimated accuracy of +/- 6 seconds.
 KV2430
 KV2430.The orthometric height was determined by differential leveling
 KV2430.and adjusted by the National Geodetic Survey in June 1991..
 KV2430
 KV2430.The geoid height was determined by GEOID03.
 KV2430
 KV2430.The dynamic height is computed by dividing the NAVD 88
 KV2430.geopotential number by the normal gravity value computed on the
 KV2430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2430.degrees latitude (g = 980.6199 gals.).
 KV2430
 KV2430.The modeled gravity was interpolated from observed gravity values.
 KV2430
 KV2430;                    North         East    Units  Estimated Accuracy
 KV2430;SPC PA S     -   100,490.      756,930.      MT  (+/- 180 meters Scaled)
 KV2430
 KV2430                          SUPERSEDED SURVEY CONTROL
 KV2430
 KV2430  NGVD 29 (??/??/??)  182.974  (m)          600.31   (f) ADJUSTED    2 0
 KV2430
 KV2430.Superseded values are not recommended for survey control.
 KV2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2430.See file dsdata.txt to determine how the superseded data were derived.
 KV2430
 KV2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK229529(NAD 83)
 KV2430_MARKER: DB = BENCH MARK DISK
 KV2430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2430_STAMPING: A 257 1960
 KV2430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2430+STABILITY: SURFACE MOTION
 KV2430
 KV2430  HISTORY     - Date     Condition        Report By
 KV2430  HISTORY     - 1960     MONUMENTED       CGS
 KV2430  HISTORY     - 19910713 MARK NOT FOUND   USPSQD
 KV2430
 KV2430                          STATION DESCRIPTION
 KV2430
 KV2430'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2430'7.6 MI S FROM READING.
 KV2430'ABOUT 7.6 MILES SOUTH ALONG U.S. HIGHWAY 122 FROM ITS JUNCTION
 KV2430'WITH U.S. HIGHWAY 222 AND STATE HIGHWAY 73 IN THE SOUTH PART
 KV2430'OF THE CITY OF READING, ABOUT 0.3 MILE NORTH OF THE ROBESON
 KV2430'CHURCH AND CEMETERY, 19.6 FEET EAST OF THE CENTER LINE OF
 KV2430'U.S. HIGHWAY 122, 18.6 FEET NORTH OF THE SOUTH END OF A CABLE
 KV2430'GUARD RAIL, 2 FEET EAST OF THE GUARD RAIL, ABOUT 65 YARDS
 KV2430'NORTH OF A DRIVEWAY LEADING EAST TO A ONE-STORY GREY STUCCO
 KV2430'HOUSE, 2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 KV2430'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 KV2430'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 KV2430'NOTE-- THIS MARK MAY BE REACHED BY GOING 6.4 MILES NORTH
 KV2430'ALONG U.S. HIGHWAY 122 FROM ITS INTERSECTION WITH STATE HIGHWAY
 KV2430'10 AND 23 IN THE CENTER OF MORGANTOWN, BERKS COUNTY, PENNSYLVANIA.
 KV2430
 KV2430                          STATION RECOVERY (1991)
 KV2430
 KV2430'RECOVERY NOTE BY US POWER SQUADRON 1991 (RDF)
 KV2430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1257 ***********************************************************************
 KW1257  DESIGNATION -  A 258
 KW1257  PID         -  KW1257
 KW1257  STATE/COUNTY-  PA/LEBANON
 KW1257  USGS QUAD   -  INDIANTOWN GAP (1977)
 KW1257
 KW1257                         *CURRENT SURVEY CONTROL
 KW1257  ___________________________________________________________________
 KW1257* NAD 83(1986)-  40 24 26.     (N)    076 34 09.     (W)     SCALED    
 KW1257* NAVD 88     -       128.979  (meters)     423.16   (feet)  ADJUSTED  
 KW1257  ___________________________________________________________________
 KW1257  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 KW1257  DYNAMIC HT  -         128.914 (meters)     422.95  (feet)  COMP
 KW1257  MODELED GRAV-     980,115.8   (mgal)                       NAVD 88
 KW1257
 KW1257  VERT ORDER  -  SECOND    CLASS 0
 KW1257
 KW1257.The horizontal coordinates were scaled from a topographic map and have
 KW1257.an estimated accuracy of +/- 6 seconds.
 KW1257
 KW1257.The orthometric height was determined by differential leveling
 KW1257.and adjusted by the National Geodetic Survey in June 1991..
 KW1257
 KW1257.The geoid height was determined by GEOID03.
 KW1257
 KW1257.The dynamic height is computed by dividing the NAVD 88
 KW1257.geopotential number by the normal gravity value computed on the
 KW1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1257.degrees latitude (g = 980.6199 gals.).
 KW1257
 KW1257.The modeled gravity was interpolated from observed gravity values.
 KW1257
 KW1257;                    North         East    Units  Estimated Accuracy
 KW1257;SPC PA S     -   119,910.      700,230.      MT  (+/- 180 meters Scaled)
 KW1257
 KW1257                          SUPERSEDED SURVEY CONTROL
 KW1257
 KW1257  NGVD 29 (??/??/??)  129.178  (m)          423.81   (f) ADJUSTED    2 0
 KW1257
 KW1257.Superseded values are not recommended for survey control.
 KW1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1257.See file dsdata.txt to determine how the superseded data were derived.
 KW1257
 KW1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK668741(NAD 83)
 KW1257_MARKER: DB = BENCH MARK DISK
 KW1257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1257_SP_SET: CONC STORM CELLAR
 KW1257_STAMPING: A 258 1960
 KW1257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1257
 KW1257  HISTORY     - Date     Condition        Report By
 KW1257  HISTORY     - 1960     MONUMENTED       CGS
 KW1257
 KW1257                          STATION DESCRIPTION
 KW1257
 KW1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1257'2 MI SE FROM INDIANTOWN GAP.
 KW1257'ABOUT 1.15 MILES SOUTH ALONG STATE HIGHWAY 343 FROM THE INDIANTOWN
 KW1257'GAP MILITARY RESERVATION GUARD HOUSE, THENCE EAST ALONG U.S.
 KW1257'HIGHWAY 22 FOR 0.8 MILE, SET IN THE CENTER OF THE EAST END OF
 KW1257'A CONCRETE STORM CELLAR IN THE CENTER OF THE CONCRETE TRAFFIC
 KW1257'DIVIDER OF U.S. HIGHWAY 22, 15.0 FEET SOUTH OF THE CENTER LINE
 KW1257'OF THE EAST BOUND TRAFFIC LANE OF U.S. HIGHWAY 22, 15.0 FEET NORTH
 KW1257'OF THE CENTERLINE OF THE WEST BOUND TRAFFIC LANE OF U.S. HIGHWAY
 KW1257'22, 1/2 FOOT ABOVE THE SURFACE OF U.S. HIGHWAY 22
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0525 ***********************************************************************
 KW0525  DESIGNATION -  A 259 PADH
 KW0525  PID         -  KW0525
 KW0525  STATE/COUNTY-  PA/BERKS
 KW0525  USGS QUAD   -  STRAUSSTOWN (1974)
 KW0525
 KW0525                         *CURRENT SURVEY CONTROL
 KW0525  ___________________________________________________________________
 KW0525* NAD 83(1986)-  40 29 44.     (N)    076 12 16.     (W)     SCALED    
 KW0525* NAVD 88     -       185.257  (meters)     607.80   (feet)  ADJUSTED  
 KW0525  ___________________________________________________________________
 KW0525  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 KW0525  DYNAMIC HT  -         185.161 (meters)     607.48  (feet)  COMP
 KW0525  MODELED GRAV-     980,104.3   (mgal)                       NAVD 88
 KW0525
 KW0525  VERT ORDER  -  SECOND    CLASS 0
 KW0525
 KW0525.The horizontal coordinates were scaled from a topographic map and have
 KW0525.an estimated accuracy of +/- 6 seconds.
 KW0525
 KW0525.The orthometric height was determined by differential leveling
 KW0525.and adjusted by the National Geodetic Survey in June 1991..
 KW0525
 KW0525.The geoid height was determined by GEOID03.
 KW0525
 KW0525.The dynamic height is computed by dividing the NAVD 88
 KW0525.geopotential number by the normal gravity value computed on the
 KW0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0525.degrees latitude (g = 980.6199 gals.).
 KW0525
 KW0525.The modeled gravity was interpolated from observed gravity values.
 KW0525
 KW0525;                    North         East    Units  Estimated Accuracy
 KW0525;SPC PA S     -   130,190.      731,010.      MT  (+/- 180 meters Scaled)
 KW0525
 KW0525                          SUPERSEDED SURVEY CONTROL
 KW0525
 KW0525  NGVD 29 (??/??/??)  185.453  (m)          608.44   (f) ADJUSTED    2 0
 KW0525
 KW0525.Superseded values are not recommended for survey control.
 KW0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0525.See file dsdata.txt to determine how the superseded data were derived.
 KW0525
 KW0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK979834(NAD 83)
 KW0525_MARKER: DD = SURVEY DISK
 KW0525_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0525_SP_SET: CULVERT
 KW0525_STAMPING: A 259
 KW0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0525+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2004
 KW0525
 KW0525  HISTORY     - Date     Condition        Report By
 KW0525  HISTORY     - UNK      MONUMENTED       PADH
 KW0525  HISTORY     - 1960     GOOD             CGS
 KW0525  HISTORY     - 20021219 GOOD             USPSQD
 KW0525  HISTORY     - 20041115 GOOD             GEOCAC
 KW0525
 KW0525                          STATION DESCRIPTION
 KW0525
 KW0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0525'5 MI E FROM BETHEL.
 KW0525'ABOUT 5.0 MILES EAST ALONG U.S. HIGHWAY 22 FROM THE BETHEL
 KW0525'INTERCHANGE, ON THE TOP OF THE SOUTHWEST CONCRETE WINGWALL OF A
 KW0525'LARGE ARCHED CULVERT OVER A CREEK, 26.6 FEET SOUTH OF THE CENTER
 KW0525'LINE OF THE EAST BOUND LANE OF THE HIGHWAY, AND ABOUT 2 FEET
 KW0525'BELOW THE LEVEL OF THE HIGHWAY.
 KW0525
 KW0525                          STATION RECOVERY (2002)
 KW0525
 KW0525'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW0525'RECOVERED IN GOOD CONDITION.
 KW0525
 KW0525                          STATION RECOVERY (2004)
 KW0525
 KW0525'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0104 ***********************************************************************
 MA0104  DESIGNATION -  A 26
 MA0104  PID         -  MA0104
 MA0104  STATE/COUNTY-  PA/MCKEAN
 MA0104  USGS QUAD   -  KEATING SUMMIT (1983)
 MA0104
 MA0104                         *CURRENT SURVEY CONTROL
 MA0104  ___________________________________________________________________
 MA0104* NAD 83(1986)-  41 37 49.     (N)    078 12 54.     (W)     SCALED    
 MA0104* NAVD 88     -       430.619  (meters)    1412.79   (feet)  ADJUSTED  
 MA0104  ___________________________________________________________________
 MA0104  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 MA0104  DYNAMIC HT  -         430.442 (meters)    1412.21  (feet)  COMP
 MA0104  MODELED GRAV-     980,200.0   (mgal)                       NAVD 88
 MA0104
 MA0104  VERT ORDER  -  SECOND    CLASS 0
 MA0104
 MA0104.The horizontal coordinates were scaled from a topographic map and have
 MA0104.an estimated accuracy of +/- 6 seconds.
 MA0104
 MA0104.The orthometric height was determined by differential leveling
 MA0104.and adjusted by the National Geodetic Survey in June 1991..
 MA0104
 MA0104.The geoid height was determined by GEOID03.
 MA0104
 MA0104.The dynamic height is computed by dividing the NAVD 88
 MA0104.geopotential number by the normal gravity value computed on the
 MA0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0104.degrees latitude (g = 980.6199 gals.).
 MA0104
 MA0104.The modeled gravity was interpolated from observed gravity values.
 MA0104
 MA0104;                    North         East    Units  Estimated Accuracy
 MA0104;SPC PA N     -   162,650.      561,250.      MT  (+/- 180 meters Scaled)
 MA0104
 MA0104                          SUPERSEDED SURVEY CONTROL
 MA0104
 MA0104  NGVD 29 (??/??/92)  430.768  (m)         1413.28   (f) ADJ UNCH    2 0
 MA0104
 MA0104.Superseded values are not recommended for survey control.
 MA0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0104.See file dsdata.txt to determine how the superseded data were derived.
 MA0104
 MA0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG319124(NAD 83)
 MA0104_MARKER: DB = BENCH MARK DISK
 MA0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0104_STAMPING: A 26 1934
 MA0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0104+STABILITY: SURFACE MOTION
 MA0104
 MA0104  HISTORY     - Date     Condition        Report By
 MA0104  HISTORY     - 1934     MONUMENTED       CGS
 MA0104
 MA0104                          STATION DESCRIPTION
 MA0104
 MA0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0104'4.6 MI S FROM KEATING SUMMIT.
 MA0104'IN MC KEAN COUNTY, ABOUT 4.6 MILES SOUTH ALONG THE PENNSYLVANIA
 MA0104'RAILROAD FROM THE STATION AT KEATING SUMMIT, POTTER COUNTY,
 MA0104'ABOUT 200 FEET NORTH OF MILEPOST 112, 26 FEET EAST OF THE CENTER
 MA0104'LINE OF THE NORTH-BOUND TRACK, AND 1 FOOT LOWER THAN THE TOP OF
 MA0104'THE RAIL.  A STANDARD DISK, STAMPED A 26 1934 AND SET IN THE TOP
 MA0104'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2594 ***********************************************************************
 KV2594  DESIGNATION -  A 260 PADH
 KV2594  PID         -  KV2594
 KV2594  STATE/COUNTY-  PA/BERKS
 KV2594  USGS QUAD   -  TOPTON (1992)
 KV2594
 KV2594                         *CURRENT SURVEY CONTROL
 KV2594  ___________________________________________________________________
 KV2594* NAD 83(1986)-  40 34 42.     (N)    075 44 45.     (W)     SCALED    
 KV2594* NAVD 88     -       186.189  (meters)     610.86   (feet)  ADJUSTED  
 KV2594  ___________________________________________________________________
 KV2594  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 KV2594  DYNAMIC HT  -         186.095 (meters)     610.55  (feet)  COMP
 KV2594  MODELED GRAV-     980,114.7   (mgal)                       NAVD 88
 KV2594
 KV2594  VERT ORDER  -  SECOND    CLASS 0
 KV2594
 KV2594.The horizontal coordinates were scaled from a topographic map and have
 KV2594.an estimated accuracy of +/- 6 seconds.
 KV2594
 KV2594.The orthometric height was determined by differential leveling
 KV2594.and adjusted by the National Geodetic Survey in June 1991..
 KV2594
 KV2594.The geoid height was determined by GEOID03.
 KV2594
 KV2594.The dynamic height is computed by dividing the NAVD 88
 KV2594.geopotential number by the normal gravity value computed on the
 KV2594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2594.degrees latitude (g = 980.6199 gals.).
 KV2594
 KV2594.The modeled gravity was interpolated from observed gravity values.
 KV2594
 KV2594;                    North         East    Units  Estimated Accuracy
 KV2594;SPC PA S     -   140,170.      769,670.      MT  (+/- 180 meters Scaled)
 KV2594
 KV2594                          SUPERSEDED SURVEY CONTROL
 KV2594
 KV2594  NGVD 29 (??/??/??)  186.388  (m)          611.51   (f) ADJUSTED    2 0
 KV2594
 KV2594.Superseded values are not recommended for survey control.
 KV2594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2594.See file dsdata.txt to determine how the superseded data were derived.
 KV2594
 KV2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK368922(NAD 83)
 KV2594_MARKER: DD = SURVEY DISK
 KV2594_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2594_SP_SET: BRIDGE
 KV2594_STAMPING: A 260
 KV2594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2594
 KV2594  HISTORY     - Date     Condition        Report By
 KV2594  HISTORY     - 1960     MONUMENTED       PADH
 KV2594  HISTORY     - 1960     GOOD             CGS
 KV2594  HISTORY     - 1987     GOOD             USPSQD
 KV2594  HISTORY     - 19991217 GOOD             USPSQD
 KV2594  HISTORY     - 20020103 GOOD             USPSQD
 KV2594
 KV2594                          STATION DESCRIPTION
 KV2594
 KV2594'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2594'2.7 MI E FROM KRUMSVILLE.
 KV2594'2.7 MILES EAST ALONG U.S. HIGHWAY 22 FROM THE KRUMSVILLE
 KV2594'INTERCHANGE AT KRUMSVILLE, ABOUT 0.6 MILE WEST OF THE BERKS-LEHIGH
 KV2594'COUNTY LINE, SET ON TOP OF THE SOUTHWEST CONCRETE WINGWALL OF A
 KV2594'47-FOOT LONG CONCRETE BRIDGE OVER AN ASPHALT ROAD, 27 FEET SOUTH
 KV2594'OF THE CENTER LINE OF THE EAST BOUND LANE OF THE HIGHWAY, AND
 KV2594'ABOUT LEVEL WITH THE BRIDGE SURFACE.
 KV2594
 KV2594                          STATION RECOVERY (1987)
 KV2594
 KV2594'RECOVERY NOTE BY US POWER SQUADRON 1987 (MWD)
 KV2594'RECOVERED IN GOOD CONDITION.
 KV2594
 KV2594                          STATION RECOVERY (1999)
 KV2594
 KV2594'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV2594'RECOVERED IN GOOD CONDITION.
 KV2594
 KV2594                          STATION RECOVERY (2002)
 KV2594
 KV2594'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KV2594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1392 ***********************************************************************
 LY1392  DESIGNATION -  A 263
 LY1392  PID         -  LY1392
 LY1392  STATE/COUNTY-  PA/LUZERNE
 LY1392  USGS QUAD   -  AVOCA (1994)
 LY1392
 LY1392                         *CURRENT SURVEY CONTROL
 LY1392  ___________________________________________________________________
 LY1392* NAD 83(1986)-  41 20 29.     (N)    075 43 25.     (W)     SCALED    
 LY1392* NAVD 88     -       280.930  (meters)     921.68   (feet)  ADJUSTED  
 LY1392  ___________________________________________________________________
 LY1392  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 LY1392  DYNAMIC HT  -         280.816 (meters)     921.31  (feet)  COMP
 LY1392  MODELED GRAV-     980,210.1   (mgal)                       NAVD 88
 LY1392
 LY1392  VERT ORDER  -  SECOND    CLASS 0
 LY1392
 LY1392.The horizontal coordinates were scaled from a topographic map and have
 LY1392.an estimated accuracy of +/- 6 seconds.
 LY1392
 LY1392.The orthometric height was determined by differential leveling
 LY1392.and adjusted by the National Geodetic Survey in June 1991..
 LY1392
 LY1392.The geoid height was determined by GEOID03.
 LY1392
 LY1392.The dynamic height is computed by dividing the NAVD 88
 LY1392.geopotential number by the normal gravity value computed on the
 LY1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1392.degrees latitude (g = 980.6199 gals.).
 LY1392
 LY1392.The modeled gravity was interpolated from observed gravity values.
 LY1392
 LY1392;                    North         East    Units  Estimated Accuracy
 LY1392;SPC PA N     -   132,440.      769,590.      MT  (+/- 180 meters Scaled)
 LY1392
 LY1392                          SUPERSEDED SURVEY CONTROL
 LY1392
 LY1392  NGVD 29 (??/??/92)  281.112  (m)          922.28   (f) ADJ UNCH    2 0
 LY1392
 LY1392.Superseded values are not recommended for survey control.
 LY1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1392.See file dsdata.txt to determine how the superseded data were derived.
 LY1392
 LY1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL394769(NAD 83)
 LY1392_MARKER: DB = BENCH MARK DISK
 LY1392_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1392_SP_SET: CULVERT
 LY1392_STAMPING: A 263 1962
 LY1392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1392
 LY1392  HISTORY     - Date     Condition        Report By
 LY1392  HISTORY     - 1962     MONUMENTED       CGS
 LY1392  HISTORY     - 1970     GOOD             NGS
 LY1392  HISTORY     - 1983     GOOD             USGS
 LY1392  HISTORY     - 19940330 MARK NOT FOUND   LOCENG
 LY1392
 LY1392                          STATION DESCRIPTION
 LY1392
 LY1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LY1392'AT AVOCA.
 LY1392'THIS MARK IS LOCATED AT THE WILKESBARRE-SCRANTON AIRPORT NORTH
 LY1392'OF RUNWAY 10-28.  IT IS 188.4 FT SOUTHEAST OF SOUTHEAST
 LY1392'CORNER OF OLD TERMINAL BUILDING, 16.3 FT. NORTHEAST OF NORTHEAST
 LY1392'CORNER OF CONCRETE FOUNDATION OF WEST GAS PUMPS, AND 38.9 FT.
 LY1392'NORTHWEST OF NORTHWEST CORNER OF CONCRETE FOUNDATION OF EAST GAS
 LY1392'PUMPS.  THE DISK IS SET IN A DRILL HOLE IN THE TOP EAST END OF
 LY1392'A REINFORCED CONCRETE CULVERT.  NOTE-- THE OLD TERMINAL BUILDING
 LY1392'IS N OF AND ACROSS THE AIRPORT FROM THE PRESENT TERMINAL
 LY1392'BUILDING.
 LY1392
 LY1392                          STATION RECOVERY (1970)
 LY1392
 LY1392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LY1392'RECOVERED IN GOOD CONDITION.
 LY1392
 LY1392                          STATION RECOVERY (1983)
 LY1392
 LY1392'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 LY1392'RECOVERED IN GOOD CONDITION.
 LY1392
 LY1392                          STATION RECOVERY (1994)
 LY1392
 LY1392'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLM)
 LY1392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2103 ***********************************************************************
 KW2103  DESIGNATION -  A 264 RESET 1961
 KW2103  PID         -  KW2103
 KW2103  STATE/COUNTY-  PA/CUMBERLAND
 KW2103  USGS QUAD   -  CARLISLE (1984)
 KW2103
 KW2103                         *CURRENT SURVEY CONTROL
 KW2103  ___________________________________________________________________
 KW2103* NAD 83(1986)-  40 11 48.     (N)    077 10 17.     (W)     SCALED    
 KW2103* NAVD 88     -       144.270  (meters)     473.33   (feet)  ADJUSTED  
 KW2103  ___________________________________________________________________
 KW2103  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 KW2103  DYNAMIC HT  -         144.196 (meters)     473.08  (feet)  COMP
 KW2103  MODELED GRAV-     980,111.9   (mgal)                       NAVD 88
 KW2103
 KW2103  VERT ORDER  -  SECOND    CLASS 0
 KW2103
 KW2103.The horizontal coordinates were scaled from a topographic map and have
 KW2103.an estimated accuracy of +/- 6 seconds.
 KW2103
 KW2103.The orthometric height was determined by differential leveling
 KW2103.and adjusted by the National Geodetic Survey in June 1991..
 KW2103
 KW2103.The geoid height was determined by GEOID03.
 KW2103
 KW2103.The dynamic height is computed by dividing the NAVD 88
 KW2103.geopotential number by the normal gravity value computed on the
 KW2103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2103.degrees latitude (g = 980.6199 gals.).
 KW2103
 KW2103.The modeled gravity was interpolated from observed gravity values.
 KW2103
 KW2103;                    North         East    Units  Estimated Accuracy
 KW2103;SPC PA S     -    96,020.      649,270.      MT  (+/- 180 meters Scaled)
 KW2103
 KW2103                          SUPERSEDED SURVEY CONTROL
 KW2103
 KW2103  NGVD 29 (??/??/??)  143.62   (m)          471.2    (f) RESET       3  
 KW2103
 KW2103.Superseded values are not recommended for survey control.
 KW2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2103.See file dsdata.txt to determine how the superseded data were derived.
 KW2103
 KW2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK151518(NAD 83)
 KW2103_MARKER: DB = BENCH MARK DISK
 KW2103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2103_SP_SET: STEP
 KW2103_STAMPING: S 264 RESET 1961
 KW2103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2103
 KW2103  HISTORY     - Date     Condition        Report By
 KW2103  HISTORY     - 1961     MONUMENTED       CGS
 KW2103  HISTORY     - 1979     GOOD             NGS
 KW2103  HISTORY     - 20050727 MARK NOT FOUND   USPSQD
 KW2103
 KW2103                          STATION DESCRIPTION
 KW2103
 KW2103'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KW2103'0.9 MI SE FROM CARLISLE.
 KW2103'ABOUT 0.45 MILE EAST FROM THE COUNTY PRISON AND STATE HIGHWAYS
 KW2103'74 AND 641 IN CARLISLE, THENCE 0.45 MILE SOUTHEAST ON STATE
 KW2103'HIGHWAY 641, 16.1 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF WHITE
 KW2103'HOUSE, 19.2 FEET SOUTHEAST OF THE NORTHWEST CORNER OF WHITE
 KW2103'HOUSE, 59.1 FEET NORTH OF THE APPROXIMATE CENTER OF STATE
 KW2103'HIGHWAY 641 AND 62.5 FEET NORTHWEST OF TELEPHONE POLE NUMBER 4.
 KW2103'IT IS ON PROPERTY OWNED BY MRS. KENNETH STEINOUR WHO GAVE
 KW2103'PERMISSION.  IT IS SET IN A DRILL HOLE IN THE SECOND STEP
 KW2103'LEADING TO THE FRONT DOOR.
 KW2103
 KW2103                          STATION RECOVERY (1979)
 KW2103
 KW2103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2103'RECOVERED IN GOOD CONDITION.
 KW2103
 KW2103                          STATION RECOVERY (2005)
 KW2103
 KW2103'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPP)
 KW2103'THE AREA HAS BEEN REGRADED AND A CVS PHARMACY NOW OCCUPIES THIS SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0154 ***********************************************************************
 JW0154  DESIGNATION -  A 265
 JW0154  PID         -  JW0154
 JW0154  STATE/COUNTY-  PA/BEDFORD
 JW0154  USGS QUAD   -  BREEZEWOOD (1982)
 JW0154
 JW0154                         *CURRENT SURVEY CONTROL
 JW0154  ___________________________________________________________________
 JW0154* NAD 83(1986)-  39 59 59.     (N)    078 13 40.     (W)     SCALED    
 JW0154* NAVD 88     -       414.987  (meters)    1361.50   (feet)  ADJUSTED  
 JW0154  ___________________________________________________________________
 JW0154  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JW0154  DYNAMIC HT  -         414.747 (meters)    1360.72  (feet)  COMP
 JW0154  MODELED GRAV-     980,035.0   (mgal)                       NAVD 88
 JW0154
 JW0154  VERT ORDER  -  SECOND    CLASS 0
 JW0154
 JW0154.The horizontal coordinates were scaled from a topographic map and have
 JW0154.an estimated accuracy of +/- 6 seconds.
 JW0154
 JW0154.The orthometric height was determined by differential leveling
 JW0154.and adjusted by the National Geodetic Survey in June 1991..
 JW0154
 JW0154.The geoid height was determined by GEOID03.
 JW0154
 JW0154.The dynamic height is computed by dividing the NAVD 88
 JW0154.geopotential number by the normal gravity value computed on the
 JW0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0154.degrees latitude (g = 980.6199 gals.).
 JW0154
 JW0154.The modeled gravity was interpolated from observed gravity values.
 JW0154
 JW0154;                    North         East    Units  Estimated Accuracy
 JW0154;SPC PA S     -    74,100.      559,200.      MT  (+/- 180 meters Scaled)
 JW0154
 JW0154                          SUPERSEDED SURVEY CONTROL
 JW0154
 JW0154  NGVD 29 (??/??/92)  415.162  (m)         1362.08   (f) ADJ UNCH    2 0
 JW0154
 JW0154.Superseded values are not recommended for survey control.
 JW0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0154.See file dsdata.txt to determine how the superseded data were derived.
 JW0154
 JW0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE366314(NAD 83)
 JW0154_MARKER: DB = BENCH MARK DISK
 JW0154_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0154_SP_SET: BRIDGE
 JW0154_STAMPING: A 265 1960
 JW0154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0154
 JW0154  HISTORY     - Date     Condition        Report By
 JW0154  HISTORY     - 1960     MONUMENTED       CGS
 JW0154
 JW0154                          STATION DESCRIPTION
 JW0154
 JW0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JW0154'0.8 MI E FROM BREEZEWOOD.
 JW0154'ABOUT 0.75 MILE EAST ALONG U.S. HY. 30 FROM THE JUNCTION OF U.S.
 JW0154'30 AND STATE HY. 126 IN BREEZEWOOD TO OVERHEAD TURNPIKE BRIDGE,
 JW0154'STANDARD BENCH MARK DISK DRILLED IN VERTICAL IN THE NORTH WEST
 JW0154'WALL APPROXIMATELY 2 FEET ABOVE THE GROUND, 16 FEET NORTH EAST OF
 JW0154'THE CENTERLINE OF U.S. 30.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3273 ***********************************************************************
 JV3273  DESIGNATION -  A 265 X
 JV3273  PID         -  JV3273
 JV3273  STATE/COUNTY-  PA/FRANKLIN
 JV3273  USGS QUAD   -  SCOTLAND (1990)
 JV3273
 JV3273                         *CURRENT SURVEY CONTROL
 JV3273  ___________________________________________________________________
 JV3273* NAD 83(1986)-  39 58 37.     (N)    077 33 50.     (W)     SCALED    
 JV3273* NAVD 88     -       225.230  (meters)     738.94   (feet)  ADJUSTED  
 JV3273  ___________________________________________________________________
 JV3273  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 JV3273  DYNAMIC HT  -         225.100 (meters)     738.52  (feet)  COMP
 JV3273  MODELED GRAV-     980,044.5   (mgal)                       NAVD 88
 JV3273
 JV3273  VERT ORDER  -  FIRST     CLASS II
 JV3273
 JV3273.The horizontal coordinates were scaled from a topographic map and have
 JV3273.an estimated accuracy of +/- 6 seconds.
 JV3273
 JV3273.The orthometric height was determined by differential leveling
 JV3273.and adjusted by the National Geodetic Survey in June 1991..
 JV3273.WARNING-Repeat measurements at this control monument indicate possible
 JV3273.vertical movement.
 JV3273
 JV3273.The geoid height was determined by GEOID03.
 JV3273
 JV3273.The dynamic height is computed by dividing the NAVD 88
 JV3273.geopotential number by the normal gravity value computed on the
 JV3273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3273.degrees latitude (g = 980.6199 gals.).
 JV3273
 JV3273.The modeled gravity was interpolated from observed gravity values.
 JV3273
 JV3273;                    North         East    Units  Estimated Accuracy
 JV3273;SPC PA S     -    71,480.      615,900.      MT  (+/- 180 meters Scaled)
 JV3273
 JV3273                          SUPERSEDED SURVEY CONTROL
 JV3273
 JV3273  NGVD 29 (??/??/??)  225.390  (m)          739.47   (f) ADJUSTED    1 2
 JV3273
 JV3273.Superseded values are not recommended for survey control.
 JV3273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3273.See file dsdata.txt to determine how the superseded data were derived.
 JV3273
 JV3273_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK810283(NAD 83)
 JV3273_MARKER: DB = BENCH MARK DISK
 JV3273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3273_STAMPING: A 265X 1960
 JV3273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3273+STABILITY: SURFACE MOTION
 JV3273
 JV3273  HISTORY     - Date     Condition        Report By
 JV3273  HISTORY     - 1960     MONUMENTED       CGS
 JV3273  HISTORY     - 1979     POOR             NGS
 JV3273  HISTORY     - 19901029 POOR             USGS
 JV3273  HISTORY     - 20060402 POOR             GEOCAC
 JV3273
 JV3273                          STATION DESCRIPTION
 JV3273
 JV3273'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JV3273'5.2 MI SW FROM SHIPPENSBURG.
 JV3273'ABOUT 5.20 MILE SOUTH ALONG STATE HY. 696 FROM THE JUNCTION OF
 JV3273'U.S. 11 AND STATE HY. 696 IN SHIPPENSBURG, STANDARD BENCH MARK
 JV3273'DISK SET IN TO OF (SQUARE) CONCRETE POST PROJECTING ABOUT 2
 JV3273'INCHES, 15 FEET SOUTH EAST OF THE CENTERLINE OF HY. 696, 2 FEET
 JV3273'NORTH EAST OF TELEPHONE POLE NO. 8.  3 FEET SOUTH WEST OF
 JV3273'STANDARD METAL WITNESS POST.  ALSO, 0.1 MILE SOUTH OF CROSSROADS.
 JV3273'NOTE-- BM IS ON THE PROPERTY OF MR. W.L. MYERS.
 JV3273
 JV3273                          STATION RECOVERY (1979)
 JV3273
 JV3273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV3273'NOTE-- MARK APPEARS TO HAVE BEEN RAISED.
 JV3273
 JV3273                          STATION RECOVERY (1990)
 JV3273
 JV3273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (BJS)
 JV3273'MARK RECOVERED IN POOR CONDITION.
 JV3273
 JV3273                          STATION RECOVERY (2006)
 JV3273
 JV3273'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV3273'MONUMENT IS TILTED - MAY HAVE BEEN STRUCK BY VEHICLE OR FARM
 JV3273'EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3298 ***********************************************************************
 JV3298  DESIGNATION -  A 266
 JV3298  PID         -  JV3298
 JV3298  STATE/COUNTY-  PA/FRANKLIN
 JV3298  USGS QUAD   -  GREENCASTLE (1990)
 JV3298
 JV3298                         *CURRENT SURVEY CONTROL
 JV3298  ___________________________________________________________________
 JV3298* NAD 83(1986)-  39 52 11.     (N)    077 41 32.     (W)     SCALED    
 JV3298* NAVD 88     -       189.734  (meters)     622.49   (feet)  ADJUSTED  
 JV3298  ___________________________________________________________________
 JV3298  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 JV3298  DYNAMIC HT  -         189.625 (meters)     622.13  (feet)  COMP
 JV3298  MODELED GRAV-     980,046.9   (mgal)                       NAVD 88
 JV3298
 JV3298  VERT ORDER  -  FIRST     CLASS II
 JV3298
 JV3298.The horizontal coordinates were scaled from a topographic map and have
 JV3298.an estimated accuracy of +/- 6 seconds.
 JV3298
 JV3298.The orthometric height was determined by differential leveling
 JV3298.and adjusted by the National Geodetic Survey in June 1991..
 JV3298
 JV3298.The geoid height was determined by GEOID03.
 JV3298
 JV3298.The dynamic height is computed by dividing the NAVD 88
 JV3298.geopotential number by the normal gravity value computed on the
 JV3298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3298.degrees latitude (g = 980.6199 gals.).
 JV3298
 JV3298.The modeled gravity was interpolated from observed gravity values.
 JV3298
 JV3298;                    North         East    Units  Estimated Accuracy
 JV3298;SPC PA S     -    59,560.      604,940.      MT  (+/- 180 meters Scaled)
 JV3298
 JV3298                          SUPERSEDED SURVEY CONTROL
 JV3298
 JV3298  NGVD 29 (??/??/??)  189.903  (m)          623.04   (f) ADJUSTED    1 2
 JV3298
 JV3298.Superseded values are not recommended for survey control.
 JV3298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3298.See file dsdata.txt to determine how the superseded data were derived.
 JV3298
 JV3298_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK697167(NAD 83)
 JV3298_MARKER: DB = BENCH MARK DISK
 JV3298_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JV3298_SP_SET: UNSPECIFIED ROCK
 JV3298_STAMPING: A 266 1960
 JV3298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3298
 JV3298  HISTORY     - Date     Condition        Report By
 JV3298  HISTORY     - 1960     MONUMENTED       CGS
 JV3298  HISTORY     - 1979     GOOD             NGS
 JV3298  HISTORY     - 19900913 MARK NOT FOUND   USGS
 JV3298
 JV3298                          STATION DESCRIPTION
 JV3298
 JV3298'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JV3298'4.4 MI S FROM CHAMBERSBURG.
 JV3298'ABOUT 4.4 MILE SOUTH ALONG U.S. 11 FROM THE JUNCTION OF U.S.
 JV3298'HY. 11 AND GARFIELD ST. IN THE SOUTH OF CHAMBERSBURG, STANDARD
 JV3298'BENCH MARK DISK DRILLED IN HORIZONTAL IN LARGE ROCK, 11 FEET
 JV3298'WEST OF THE WEST EDGE OF U.S. 11, 27 FEET SOUTHWEST OF
 JV3298'TELEPHONE POLE NO. 143, 9 FEET EAST OF A 10 INCH WOVEN WIRE
 JV3298'FENCE, 8 FEET SOUTH OF THE MAIL BOX OF MR. CHARLES BINKLEY,
 JV3298'AND DIRECTLY ACROSS THE ROAD FROM HIS CEMENT BLOCK 1-STORY
 JV3298'HOUSE.
 JV3298
 JV3298                          STATION RECOVERY (1979)
 JV3298
 JV3298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV3298'RECOVERED IN GOOD CONDITION.
 JV3298
 JV3298                          STATION RECOVERY (1990)
 JV3298
 JV3298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (CDL)
 JV3298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2663 ***********************************************************************
 KV2663  DESIGNATION -  A 267
 KV2663  PID         -  KV2663
 KV2663  STATE/COUNTY-  PA/LEHIGH
 KV2663  USGS QUAD   -  ALLENTOWN WEST (1992)
 KV2663
 KV2663                         *CURRENT SURVEY CONTROL
 KV2663  ___________________________________________________________________
 KV2663* NAD 83(1986)-  40 37 21.     (N)    075 34 52.     (W)     SCALED    
 KV2663* NAVD 88     -       105.639  (meters)     346.58   (feet)  ADJUSTED  
 KV2663  ___________________________________________________________________
 KV2663  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 KV2663  DYNAMIC HT  -         105.587 (meters)     346.41  (feet)  COMP
 KV2663  MODELED GRAV-     980,134.5   (mgal)                       NAVD 88
 KV2663
 KV2663  VERT ORDER  -  SECOND    CLASS 0
 KV2663
 KV2663.The horizontal coordinates were scaled from a topographic map and have
 KV2663.an estimated accuracy of +/- 6 seconds.
 KV2663
 KV2663.The orthometric height was determined by differential leveling
 KV2663.and adjusted by the National Geodetic Survey in June 1991..
 KV2663
 KV2663.The geoid height was determined by GEOID03.
 KV2663
 KV2663.The dynamic height is computed by dividing the NAVD 88
 KV2663.geopotential number by the normal gravity value computed on the
 KV2663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2663.degrees latitude (g = 980.6199 gals.).
 KV2663
 KV2663.The modeled gravity was interpolated from observed gravity values.
 KV2663
 KV2663;                    North         East    Units  Estimated Accuracy
 KV2663;SPC PA S     -   145,400.      783,490.      MT  (+/- 180 meters Scaled)
 KV2663
 KV2663                          SUPERSEDED SURVEY CONTROL
 KV2663
 KV2663  NGVD 29 (??/??/??)  105.849  (m)          347.27   (f) ADJUSTED    2 0
 KV2663
 KV2663.Superseded values are not recommended for survey control.
 KV2663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2663.See file dsdata.txt to determine how the superseded data were derived.
 KV2663
 KV2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK508970(NAD 83)
 KV2663_MARKER: DB = BENCH MARK DISK
 KV2663_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2663_SP_SET: SIDEWALK
 KV2663_STAMPING: A 267 1960
 KV2663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2663
 KV2663  HISTORY     - Date     Condition        Report By
 KV2663  HISTORY     - 1960     MONUMENTED       CGS
 KV2663  HISTORY     - 1984     GOOD             LOCENG
 KV2663  HISTORY     - 20050319 MARK NOT FOUND   USPSQD
 KV2663
 KV2663                          STATION DESCRIPTION
 KV2663
 KV2663'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2663'0.9 MI S FROM OREFIELD.
 KV2663'0.9 MILE SOUTH ALONG STATE HIGHWAY 29 FROM THE POST OFFICE AT
 KV2663'OREFIELD, SET ON TOP OF THE NORTH END OF THE WEST CONCRETE WALKWAY
 KV2663'OF A LARGE BRIDGE OVER JORDAN CREEK, 22 1/2 FEET WEST OF THE
 KV2663'CENTER LINE OF THE HIGHWAY, 1.2 FEET SOUTH OF THE NORTH END OF
 KV2663'THE WALKWAY, 0.6 FOOT EAST OF THE EAST SIDE OF THE STEEL GUARD
 KV2663'RAIL, AND ABOUT 0.6 FOOT ABOVE THE BRIDGE FLOOR.
 KV2663
 KV2663                          STATION RECOVERY (1984)
 KV2663
 KV2663'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984
 KV2663'RECOVERED IN GOOD CONDITION.
 KV2663
 KV2663                          STATION RECOVERY (2005)
 KV2663
 KV2663'RECOVERY NOTE BY US POWER SQUADRON 2005 (MAM)
 KV2663'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1742 ***********************************************************************
 KV1742  DESIGNATION -  A 268 PADH
 KV1742  PID         -  KV1742
 KV1742  STATE/COUNTY-  PA/LEHIGH
 KV1742  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV1742
 KV1742                         *CURRENT SURVEY CONTROL
 KV1742  ___________________________________________________________________
 KV1742* NAD 83(1986)-  40 33 37.     (N)    075 27 07.     (W)     SCALED    
 KV1742* NAVD 88     -       217.644  (meters)     714.05   (feet)  ADJUSTED  
 KV1742  ___________________________________________________________________
 KV1742  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 KV1742  DYNAMIC HT  -         217.536 (meters)     713.70  (feet)  COMP
 KV1742  MODELED GRAV-     980,127.2   (mgal)                       NAVD 88
 KV1742
 KV1742  VERT ORDER  -  SECOND    CLASS 0
 KV1742
 KV1742.The horizontal coordinates were scaled from a topographic map and have
 KV1742.an estimated accuracy of +/- 6 seconds.
 KV1742
 KV1742.The orthometric height was determined by differential leveling
 KV1742.and adjusted by the National Geodetic Survey in June 1991..
 KV1742
 KV1742.The geoid height was determined by GEOID03.
 KV1742
 KV1742.The dynamic height is computed by dividing the NAVD 88
 KV1742.geopotential number by the normal gravity value computed on the
 KV1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1742.degrees latitude (g = 980.6199 gals.).
 KV1742
 KV1742.The modeled gravity was interpolated from observed gravity values.
 KV1742
 KV1742;                    North         East    Units  Estimated Accuracy
 KV1742;SPC PA S     -   138,770.      794,600.      MT  (+/- 180 meters Scaled)
 KV1742
 KV1742                          SUPERSEDED SURVEY CONTROL
 KV1742
 KV1742  NGVD 29 (??/??/??)  217.856  (m)          714.75   (f) ADJUSTED    2 0
 KV1742
 KV1742.Superseded values are not recommended for survey control.
 KV1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1742.See file dsdata.txt to determine how the superseded data were derived.
 KV1742
 KV1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK617900(NAD 83)
 KV1742_MARKER: DD = SURVEY DISK
 KV1742_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1742_SP_SET: CURB
 KV1742_STAMPING: A 268
 KV1742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1742
 KV1742  HISTORY     - Date     Condition        Report By
 KV1742  HISTORY     - 1960     MONUMENTED       PADH
 KV1742  HISTORY     - 1960     GOOD             CGS
 KV1742
 KV1742                          STATION DESCRIPTION
 KV1742
 KV1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV1742'1.9 MI SE FROM EMMAUS.
 KV1742'1.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 309 FROM THE INTERSECTION
 KV1742'OF LEHIGH STREET, ALLENTOWN, EMMAUS EXIT AND U.S.HIGHWAY 309 AT
 KV1742'THE NORTH EDGE OF EMMAUS, 20.8 FEET SOUTHEAST OF THE CENTERLINE
 KV1742'OF A CONCRETE BRIDGE AND BLACKTOP ROAD, 14 INCHES EAST OF THE
 KV1742'WEST END OF CONCRETE BRIDGE AND ABOUT 1.0 FOOT ABOVE THE LEVEL
 KV1742'OF THE BRIDGE FLOOR AND SURFACE OF THE BLACKTOP ROAD.  SET IN
 KV1742'TOP OF THE SOUTHEAST CURBING AND NEAR THE WEST END OF A 100.0 FOOT
 KV1742'LONG CONCRETE BRIDGE OF A BLACKTOP ROAD OVER U.S. HIGHWAY 309.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6678 ***********************************************************************
 KV6678  DESIGNATION -  A 268 RESET
 KV6678  PID         -  KV6678
 KV6678  STATE/COUNTY-  PA/LEHIGH
 KV6678  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV6678
 KV6678                         *CURRENT SURVEY CONTROL
 KV6678  ___________________________________________________________________
 KV6678* NAD 83(1986)-  40 33 35.     (N)    075 27 13.     (W)     SCALED    
 KV6678* NAVD 88     -       217.61   (+/-2cm)     713.9    (feet)  VERTCON   
 KV6678  ___________________________________________________________________
 KV6678  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 KV6678
 KV6678  VERT ORDER  -  THIRD (See Below)
 KV6678
 KV6678.The horizontal coordinates were scaled from a topographic map and have
 KV6678.an estimated accuracy of +/- 6 seconds.
 KV6678
 KV6678.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6678.The vertical order pertains to the NGVD 29 superseded value.
 KV6678
 KV6678.The geoid height was determined by GEOID03.
 KV6678
 KV6678;                    North         East    Units  Estimated Accuracy
 KV6678;SPC PA S     -   138,700.      794,460.      MT  (+/- 180 meters Scaled)
 KV6678
 KV6678                          SUPERSEDED SURVEY CONTROL
 KV6678
 KV6678  NGVD 29 (02/24/03)  217.82   (m)          714.6    (f) RESET       3  
 KV6678
 KV6678.Superseded values are not recommended for survey control.
 KV6678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6678.See file dsdata.txt to determine how the superseded data were derived.
 KV6678
 KV6678_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK615899(NAD 83)
 KV6678_MARKER: DV = VERTICAL CONTROL DISK
 KV6678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6678_SP_SET: CONCRETE POST
 KV6678_STAMPING: A 268 RESET 1987
 KV6678_MARK LOGO: NGS   
 KV6678_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6678+STABILITY: SURFACE MOTION
 KV6678
 KV6678  HISTORY     - Date     Condition        Report By
 KV6678  HISTORY     - 1987     MONUMENTED       PADT
 KV6678  HISTORY     - 19970206 GOOD             USPSQD
 KV6678  HISTORY     - 20020128 GOOD             USPSQD
 KV6678
 KV6678                          STATION DESCRIPTION
 KV6678
 KV6678'DESCRIBED BY PA DEPT OF TRANSP 1987
 KV6678'1.9 MILES EAST ALONG INTERSTATE I78 FROM THE JUNCTION WITH LEHIGH
 KV6678'STREET AT EMMAUS TO THE CROSSING OF WEST ROCK ROAD, THEN SOUTHWEST
 KV6678'FOR 0.05 MILES TO THE NORTHWEST QUADRANT OF THE TEE JUNCTION OF LANZE
 KV6678'ROAD WITH WEST ROCK ROAD IN FRONT OF A BEIGE STUCCO HOUSE WITH OLIVE
 KV6678'TRIM, 55 FEET SOUTHWEST OF THE CENTER OF LANZE ROAD, 15.7 FEET
 KV6678'NORTHWEST OF THE CENTER OF WEST ROCK ROAD, 16.2 FEET SOUTHEAST OF A 1
 KV6678'FOOT IN DIAMETER OAK TREE AND ABOUT LEVEL WITH THE EDGE OF WEST ROCK
 KV6678'ROAD, AND MARK IS SET FLUSH WITH THE GROUND.
 KV6678
 KV6678                          STATION RECOVERY (1997)
 KV6678
 KV6678'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV6678'RECOVERED IN GOOD CONDITION.
 KV6678
 KV6678                          STATION RECOVERY (2002)
 KV6678
 KV6678'RECOVERY NOTE BY US POWER SQUADRON 2002 (NCS)
 KV6678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1678 ***********************************************************************
 KV1678  DESIGNATION -  A 269 PADH
 KV1678  PID         -  KV1678
 KV1678  STATE/COUNTY-  PA/NORTHAMPTON
 KV1678  USGS QUAD   -  NAZARETH (1992)
 KV1678
 KV1678                         *CURRENT SURVEY CONTROL
 KV1678  ___________________________________________________________________
 KV1678* NAD 83(1986)-  40 40 57.     (N)    075 15 42.     (W)     SCALED    
 KV1678* NAVD 88     -       107.242  (meters)     351.84   (feet)  ADJUSTED  
 KV1678  ___________________________________________________________________
 KV1678  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 KV1678  DYNAMIC HT  -         107.191 (meters)     351.68  (feet)  COMP
 KV1678  MODELED GRAV-     980,149.8   (mgal)                       NAVD 88
 KV1678
 KV1678  VERT ORDER  -  SECOND    CLASS 0
 KV1678
 KV1678.The horizontal coordinates were scaled from a topographic map and have
 KV1678.an estimated accuracy of +/- 6 seconds.
 KV1678
 KV1678.The orthometric height was determined by differential leveling
 KV1678.and adjusted by the National Geodetic Survey in June 1991..
 KV1678
 KV1678.The geoid height was determined by GEOID03.
 KV1678
 KV1678.The dynamic height is computed by dividing the NAVD 88
 KV1678.geopotential number by the normal gravity value computed on the
 KV1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1678.degrees latitude (g = 980.6199 gals.).
 KV1678
 KV1678.The modeled gravity was interpolated from observed gravity values.
 KV1678
 KV1678;                    North         East    Units  Estimated Accuracy
 KV1678;SPC PA S     -   152,770.      810,320.      MT  (+/- 180 meters Scaled)
 KV1678
 KV1678                          SUPERSEDED SURVEY CONTROL
 KV1678
 KV1678  NGVD 29 (??/??/??)  107.451  (m)          352.53   (f) ADJUSTED    2 0
 KV1678
 KV1678.Superseded values are not recommended for survey control.
 KV1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1678.See file dsdata.txt to determine how the superseded data were derived.
 KV1678
 KV1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL778035(NAD 83)
 KV1678_MARKER: DD = SURVEY DISK
 KV1678_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1678_STAMPING: A 269 1960
 KV1678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1678_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1678+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2002
 KV1678
 KV1678  HISTORY     - Date     Condition        Report By
 KV1678  HISTORY     - 1960     MONUMENTED       PADH
 KV1678  HISTORY     - 1961     GOOD             CGS
 KV1678  HISTORY     - 19940425 GOOD             USPSQD
 KV1678  HISTORY     - 20021117 GOOD             USPSQD
 KV1678
 KV1678                          STATION DESCRIPTION
 KV1678
 KV1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV1678'4 MI W FROM EASTON.
 KV1678'4.0 MILE WEST ALONG U.S. HY. 22 FROM WHERE HY. 22 GOES OVER 3RD.
 KV1678'ST. IN EASTON, SET IN TOP OF THE SOUTH EAST END OF 168 FOOT
 KV1678'CONCRETE BRIDGE OVER U.S. 22, 20 FEET EAST OF THE CENTERLINE OF
 KV1678'NORTH-SOUTH BLACKTOP ROAD, 2 FEET NORTH WEST OF GUARD RAIL
 KV1678'CONNECTING TO BRIDGE, PENNSYLVANIA DEPARTMENT OF HIGHWAYS DISK
 KV1678'DRILLED IN HORIZONTAL ABOUT 1 FOOT BELOW THE LEVEL OF THE
 KV1678'HIGHWAY, STAMPED A 269 1960.
 KV1678
 KV1678                          STATION RECOVERY (1994)
 KV1678
 KV1678'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1678'RECOVERED IN GOOD CONDITION.
 KV1678
 KV1678                          STATION RECOVERY (2002)
 KV1678
 KV1678'RECOVERY NOTE BY US POWER SQUADRON 2002 (MM)
 KV1678'THE DISK IS PARTIALLY OBSCURED BY THE GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0292 ***********************************************************************
 MA0292  DESIGNATION -  A 27
 MA0292  PID         -  MA0292
 MA0292  STATE/COUNTY-  PA/CAMERON
 MA0292  USGS QUAD   -  SINNEMAHONING (1977)
 MA0292
 MA0292                         *CURRENT SURVEY CONTROL
 MA0292  ___________________________________________________________________
 MA0292* NAD 83(1986)-  41 20 18.     (N)    078 04 12.     (W)     SCALED    
 MA0292* NAVD 88     -       244.164  (meters)     801.06   (feet)  ADJUSTED  
 MA0292  ___________________________________________________________________
 MA0292  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 MA0292  DYNAMIC HT  -         244.058 (meters)     800.71  (feet)  COMP
 MA0292  MODELED GRAV-     980,183.6   (mgal)                       NAVD 88
 MA0292
 MA0292  VERT ORDER  -  SECOND    CLASS 0
 MA0292
 MA0292.The horizontal coordinates were scaled from a topographic map and have
 MA0292.an estimated accuracy of +/- 6 seconds.
 MA0292
 MA0292.The orthometric height was determined by differential leveling
 MA0292.and adjusted by the National Geodetic Survey in June 1991..
 MA0292
 MA0292.The geoid height was determined by GEOID03.
 MA0292
 MA0292.The dynamic height is computed by dividing the NAVD 88
 MA0292.geopotential number by the normal gravity value computed on the
 MA0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0292.degrees latitude (g = 980.6199 gals.).
 MA0292
 MA0292.The modeled gravity was interpolated from observed gravity values.
 MA0292
 MA0292;                    North         East    Units  Estimated Accuracy
 MA0292;SPC PA N     -   130,170.      573,220.      MT  (+/- 180 meters Scaled)
 MA0292
 MA0292                          SUPERSEDED SURVEY CONTROL
 MA0292
 MA0292  NGVD 29 (??/??/92)  244.338  (m)          801.63   (f) ADJ UNCH    2 0
 MA0292
 MA0292.Superseded values are not recommended for survey control.
 MA0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0292.See file dsdata.txt to determine how the superseded data were derived.
 MA0292
 MA0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF451804(NAD 83)
 MA0292_MARKER: DB = BENCH MARK DISK
 MA0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0292_STAMPING: A 27 1934
 MA0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0292+STABILITY: SURFACE MOTION
 MA0292
 MA0292  HISTORY     - Date     Condition        Report By
 MA0292  HISTORY     - 1934     MONUMENTED       CGS
 MA0292
 MA0292                          STATION DESCRIPTION
 MA0292
 MA0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0292'2 MI N FROM SINNAMAHONING.
 MA0292'ABOUT 2.0 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MA0292'SINNAMAHONING, CAMERON COUNTY, ABOUT 3,100 FEET SOUTH OF
 MA0292'MILEPOST 94, 35 FEET NORTHEAST OF THE RED TIN GARAGE AT THE HILL
 MA0292'VIEW FARM, ABOUT 50 FEET NORTH OF A SMALL SHANTY DWELLING, 27
 MA0292'FEET WEST OF THE CENTER LINE OF THE TRACK, 15 FEET SOUTH OF A
 MA0292'POLE, AND ABOUT 3 FEET HIGHER THAN THE TOP OF THE RAIL.  A
 MA0292'STANDARD DISK, STAMPED A 27 1934 AND SET IN THE TOP OF A CONCRETE
 MA0292'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0815 ***********************************************************************
 JU0815  DESIGNATION -  A 270
 JU0815  PID         -  JU0815
 JU0815  STATE/COUNTY-  PA/DELAWARE
 JU0815  USGS QUAD   -  BRIDGEPORT (1995)
 JU0815
 JU0815                         *CURRENT SURVEY CONTROL
 JU0815  ___________________________________________________________________
 JU0815* NAD 83(1986)-  39 51 46.     (N)    075 20 56.     (W)     SCALED    
 JU0815* NAVD 88     -         5.892  (meters)      19.33   (feet)  POSTED    
 JU0815  ___________________________________________________________________
 JU0815  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU0815  DYNAMIC HT  -           5.890 (meters)      19.32  (feet)  COMP
 JU0815  MODELED GRAV-     980,171.9   (mgal)                       NAVD 88
 JU0815
 JU0815  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JU0815
 JU0815.The horizontal coordinates were scaled from a topographic map and have
 JU0815.an estimated accuracy of +/- 6 seconds.
 JU0815
 JU0815.The orthometric height was determined by differential leveling
 JU0815.and adjusted by the National Geodetic Survey in 1992..
 JU0815.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JU0815.rate of 0.0 thru 1.0 mm/km.
 JU0815
 JU0815.The geoid height was determined by GEOID03.
 JU0815
 JU0815.The dynamic height is computed by dividing the NAVD 88
 JU0815.geopotential number by the normal gravity value computed on the
 JU0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0815.degrees latitude (g = 980.6199 gals.).
 JU0815
 JU0815.The modeled gravity was interpolated from observed gravity values.
 JU0815
 JU0815;                    North         East    Units  Estimated Accuracy
 JU0815;SPC PA S     -    61,580.      805,430.      MT  (+/- 180 meters Scaled)
 JU0815
 JU0815                          SUPERSEDED SURVEY CONTROL
 JU0815
 JU0815  NGVD 29 (??/??/??)    6.232  (m)           20.45   (f) ADJUSTED    2 0
 JU0815
 JU0815.Superseded values are not recommended for survey control.
 JU0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0815.See file dsdata.txt to determine how the superseded data were derived.
 JU0815
 JU0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK701125(NAD 83)
 JU0815_MARKER: DB = BENCH MARK DISK
 JU0815_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0815_SP_SET: PILLAR
 JU0815_STAMPING: A 270 1961
 JU0815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0815
 JU0815  HISTORY     - Date     Condition        Report By
 JU0815  HISTORY     - 1961     MONUMENTED       CGS
 JU0815  HISTORY     - 1984     GOOD             USPSQD
 JU0815  HISTORY     - 19980314 GOOD             USPSQD
 JU0815  HISTORY     - 19981031 MARK NOT FOUND   USPSQD
 JU0815  HISTORY     - 20001118 MARK NOT FOUND   USPSQD
 JU0815
 JU0815                          STATION DESCRIPTION
 JU0815
 JU0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0815'IN CHESTER.
 JU0815'0.5 MILE EAST OF THE PENNSYLVANIA MILITARY COLLEGE IN CHESTER,
 JU0815'SET IN TOP OF THE EAST MOST PILLAR FOR THE SOUTH BANISTER FOR
 JU0815'A 120 FOOT BRIDGE OVER RIDLEY CREEK, ABOUT 4 FEET ABOVE THE
 JU0815'HIGHWAY (CHESTER PIKE), SOUTH OF THE CENTERLINE OF CHESTER PIKE
 JU0815'(HWY. 13), SOUTH EAST OF THE T JUNCTION OF MORTON AVE. AND SUN
 JU0815'DR., ABOUT 0.15 MILE WEST OF A DRIVE-IN THEATRE (CHESTER PIKE),
 JU0815'AT A CHESTER, PA. HISTORICAL SIGN.  STANDARD BENCH MARK DISK
 JU0815'DRILLED IN HORIZONTAL STAMPED A 270 1961.
 JU0815
 JU0815                          STATION RECOVERY (1984)
 JU0815
 JU0815'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0815''PENNSYLVANIA MILITARY COLLEGE' NOW WIDENER UNIVERSITY. 'SET IN TOP
 JU0815'OF THE EAST MOST PILLAR' SHOULD BE 'WEST MOST PILLAR'
 JU0815
 JU0815                          STATION RECOVERY (1998)
 JU0815
 JU0815'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU0815'RECOVERED IN GOOD CONDITION.
 JU0815
 JU0815                          STATION RECOVERY (1998)
 JU0815
 JU0815'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU0815'MARK NOT FOUND.
 JU0815
 JU0815                          STATION RECOVERY (2000)
 JU0815
 JU0815'RECOVERY NOTE BY US POWER SQUADRON 2000 (JF)
 JU0815'OLD BRIDGE WAS DESTROYED BY FLOOD ABOUT 1984/1985. BRIDGE WAS REBUILT
 JU0815'AND MARKER WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0088 ***********************************************************************
 MB0088  DESIGNATION -  A 271
 MB0088  PID         -  MB0088
 MB0088  STATE/COUNTY-  PA/CRAWFORD
 MB0088  USGS QUAD   -  GENEVA (1990)
 MB0088
 MB0088                         *CURRENT SURVEY CONTROL
 MB0088  ___________________________________________________________________
 MB0088* NAD 83(1986)-  41 37 19.     (N)    080 10 40.     (W)     SCALED    
 MB0088* NAVD 88     -       354.347  (meters)    1162.55   (feet)  ADJUSTED  
 MB0088  ___________________________________________________________________
 MB0088  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 MB0088  DYNAMIC HT  -         354.199 (meters)    1162.07  (feet)  COMP
 MB0088  MODELED GRAV-     980,195.5   (mgal)                       NAVD 88
 MB0088
 MB0088  VERT ORDER  -  SECOND    CLASS 0
 MB0088
 MB0088.The horizontal coordinates were scaled from a topographic map and have
 MB0088.an estimated accuracy of +/- 6 seconds.
 MB0088
 MB0088.The orthometric height was determined by differential leveling
 MB0088.and adjusted by the National Geodetic Survey in June 1991..
 MB0088
 MB0088.The geoid height was determined by GEOID03.
 MB0088
 MB0088.The dynamic height is computed by dividing the NAVD 88
 MB0088.geopotential number by the normal gravity value computed on the
 MB0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0088.degrees latitude (g = 980.6199 gals.).
 MB0088
 MB0088.The modeled gravity was interpolated from observed gravity values.
 MB0088
 MB0088;                    North         East    Units  Estimated Accuracy
 MB0088;SPC PA N     -   164,450.      397,710.      MT  (+/- 180 meters Scaled)
 MB0088
 MB0088                          SUPERSEDED SURVEY CONTROL
 MB0088
 MB0088  NGVD 29 (??/??/92)  354.519  (m)         1163.12   (f) ADJ UNCH    2 0
 MB0088
 MB0088.Superseded values are not recommended for survey control.
 MB0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0088.See file dsdata.txt to determine how the superseded data were derived.
 MB0088
 MB0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG684081(NAD 83)
 MB0088_MARKER: DB = BENCH MARK DISK
 MB0088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0088_SP_SET: HEADWALL
 MB0088_STAMPING: A 271 1961
 MB0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0088
 MB0088  HISTORY     - Date     Condition        Report By
 MB0088  HISTORY     - 1961     MONUMENTED       CGS
 MB0088  HISTORY     - 20060425 MARK NOT FOUND   PADT
 MB0088
 MB0088                          STATION DESCRIPTION
 MB0088
 MB0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0088'0.4 MI W FROM MEADVILLE.
 MB0088'ABOUT 0.45 MILE WEST ALONG U.S. HIGHWAYS 6, 322 FROM THE STATE
 MB0088'HIGHWAY DEPARTMENT BUILDING AT THE JUNCTION OF U.S. HIGHWAYS 6,
 MB0088'322 AND STATE HIGHWAY 102, TO THE INTERSECTION OF TOWNSHIP ROAD
 MB0088'NO. 487.  SET IN THE TOP OF THE EAST HEADWALL, WHICH IS ABOUT
 MB0088'4.0 FEET LONG AND 6-INCHES WIDE ON TOP, OF AN 18-INCH ROUND
 MB0088'CONCRETE CULVERT UNDER U.S. HIGHWAYS 6 AND 322, 39.0 FEET NORTH
 MB0088'OF THE CENTERLINE OF THE WEST-BOUND TRAFFIC LANE OF U.S. HIGHWAYS
 MB0088'6 AND 322 AND 24.0 FEET EAST OF THE CENTERLINE OF TOWNSHIP ROAD
 MB0088'NO. 485.  SET IN A DRILL HOLE WITH CONCRETE AND IS ABOUT 1.0
 MB0088'FOOT BELOW THE LEVEL OF TOWNSHIP ROAD NO. 487.
 MB0088
 MB0088                          STATION RECOVERY (2006)
 MB0088
 MB0088'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (JAW)
 MB0088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0127 ***********************************************************************
 MB0127  DESIGNATION -  A 272
 MB0127  PID         -  MB0127
 MB0127  STATE/COUNTY-  PA/CRAWFORD
 MB0127  USGS QUAD   -  EDINBORO SOUTH (1975)
 MB0127
 MB0127                         *CURRENT SURVEY CONTROL
 MB0127  ___________________________________________________________________
 MB0127* NAD 83(1986)-  41 48 07.     (N)    080 10 01.     (W)     SCALED    
 MB0127* NAVD 88     -       430.381  (meters)    1412.01   (feet)  ADJUSTED  
 MB0127  ___________________________________________________________________
 MB0127  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 MB0127  DYNAMIC HT  -         430.203 (meters)    1411.42  (feet)  COMP
 MB0127  MODELED GRAV-     980,196.9   (mgal)                       NAVD 88
 MB0127
 MB0127  VERT ORDER  -  SECOND    CLASS 0
 MB0127
 MB0127.The horizontal coordinates were scaled from a topographic map and have
 MB0127.an estimated accuracy of +/- 6 seconds.
 MB0127
 MB0127.The orthometric height was determined by differential leveling
 MB0127.and adjusted by the National Geodetic Survey in June 1991..
 MB0127
 MB0127.The geoid height was determined by GEOID03.
 MB0127
 MB0127.The dynamic height is computed by dividing the NAVD 88
 MB0127.geopotential number by the normal gravity value computed on the
 MB0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0127.degrees latitude (g = 980.6199 gals.).
 MB0127
 MB0127.The modeled gravity was interpolated from observed gravity values.
 MB0127
 MB0127;                    North         East    Units  Estimated Accuracy
 MB0127;SPC PA N     -   184,410.      399,170.      MT  (+/- 180 meters Scaled)
 MB0127
 MB0127                          SUPERSEDED SURVEY CONTROL
 MB0127
 MB0127  NGVD 29 (??/??/92)  430.542  (m)         1412.54   (f) ADJ UNCH    2 0
 MB0127
 MB0127.Superseded values are not recommended for survey control.
 MB0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0127.See file dsdata.txt to determine how the superseded data were derived.
 MB0127
 MB0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG692281(NAD 83)
 MB0127_MARKER: DB = BENCH MARK DISK
 MB0127_SETTING: 80 = SET IN A BOULDER
 MB0127_SP_SET: BOULDER
 MB0127_STAMPING: A 272 1961
 MB0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0127+STABILITY: SURFACE MOTION
 MB0127
 MB0127  HISTORY     - Date     Condition        Report By
 MB0127  HISTORY     - 1961     MONUMENTED       CGS
 MB0127
 MB0127                          STATION DESCRIPTION
 MB0127
 MB0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0127'5 MI NW FROM VENANGO.
 MB0127'ABOUT 2.8 MILES WEST ALONG COUNTY HIGHWAY 20057 FROM THE JUNCTION
 MB0127'OF U.S. HIGHWAY 19 AND COUNTY HIGHWAY 20057 AT THE WEST EDGE OF
 MB0127'VENANGO, THENCE 2.16 MILES NORTH ALONG COUNTY HIGHWAY 20058,
 MB0127'173.0 FEET SOUTHEAST OF A CROSSROAD INTERSECTION OF COUNTY
 MB0127'HIGHWAY 20058 AND TOWNSHIP ROAD 841, 79.6 FEET SOUTHWEST OF
 MB0127'POWERLINE POLE NO. L6122-60, 52.6 FEET NORTHEAST OF THE EAST END
 MB0127'OF A 14-INCH ROUND CONCRETE CULVERT UNDER COUNTY HIGHWAY 20058,
 MB0127'46.0 FEET WEST OF THE CENTERLINE OF COUNTY HIGHWAY 20058 AND 3.9
 MB0127'FEET SOUTHEAST OF A STANDARD METAL WITNESS POST AND MARKER.  SET
 MB0127'IN A DRILL HOLE IN TOP OF A 3 X 5 FOOT BOULDER PROJECTING ABOUT
 MB0127'14 INCHES ABOVE THE SURFACE OF THE GROUND AND ABOUT 1.0 FOOT
 MB0127'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0038 ***********************************************************************
 ND0038  DESIGNATION -  A 273
 ND0038  PID         -  ND0038
 ND0038  STATE/COUNTY-  PA/ERIE
 ND0038  USGS QUAD   -  SWANVILLE (1990)
 ND0038
 ND0038                         *CURRENT SURVEY CONTROL
 ND0038  ___________________________________________________________________
 ND0038* NAD 83(1986)-  42 00 37.     (N)    080 13 35.     (W)     SCALED    
 ND0038* NAVD 88     -       282.763  (meters)     927.70   (feet)  ADJUSTED  
 ND0038  ___________________________________________________________________
 ND0038  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 ND0038  DYNAMIC HT  -         282.659 (meters)     927.36  (feet)  COMP
 ND0038  MODELED GRAV-     980,244.5   (mgal)                       NAVD 88
 ND0038
 ND0038  VERT ORDER  -  SECOND    CLASS 0
 ND0038
 ND0038.The horizontal coordinates were scaled from a topographic map and have
 ND0038.an estimated accuracy of +/- 6 seconds.
 ND0038
 ND0038.The orthometric height was determined by differential leveling
 ND0038.and adjusted by the National Geodetic Survey in June 1991..
 ND0038
 ND0038.The geoid height was determined by GEOID03.
 ND0038
 ND0038.The dynamic height is computed by dividing the NAVD 88
 ND0038.geopotential number by the normal gravity value computed on the
 ND0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0038.degrees latitude (g = 980.6199 gals.).
 ND0038
 ND0038.The modeled gravity was interpolated from observed gravity values.
 ND0038
 ND0038;                    North         East    Units  Estimated Accuracy
 ND0038;SPC PA N     -   207,680.      394,890.      MT  (+/- 180 meters Scaled)
 ND0038
 ND0038                          SUPERSEDED SURVEY CONTROL
 ND0038
 ND0038  NGVD 29 (??/??/92)  282.956  (m)          928.33   (f) ADJ UNCH    2 0
 ND0038
 ND0038.Superseded values are not recommended for survey control.
 ND0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0038.See file dsdata.txt to determine how the superseded data were derived.
 ND0038
 ND0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG640512(NAD 83)
 ND0038_MARKER: DB = BENCH MARK DISK
 ND0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ND0038_SP_SET: CULVERT
 ND0038_STAMPING: A 273 1961
 ND0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ND0038
 ND0038  HISTORY     - Date     Condition        Report By
 ND0038  HISTORY     - 1961     MONUMENTED       CGS
 ND0038
 ND0038                          STATION DESCRIPTION
 ND0038
 ND0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ND0038'2.84 MI SE FROM FAIRVIEW.
 ND0038'ABOUT 0.1 MILE EAST ALONG U.S. HIGHWAY 20 TO THE INTERSECTION OF
 ND0038'STATE HIGHWAY 98 FROM THE POST OFFICE IN FAIRVIEW, THENCE 2.0 MILES
 ND0038'SOUTH ALONG STATE HIGHWAY 98 TO THE INTERCHANGE BRIDGE OVER
 ND0038'INTERSTATE HIGHWAY 90, THENCE 0.63 MILE EAST ALONG INTERSTATE
 ND0038'HIGHWAY 90, 55.0 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND
 ND0038'TRAFFIC LANE OF INTERSTATE HIGHWAY 90. SET IN THE TOP OF THE NORTH
 ND0038'HEADWALL OF A 14-INCH CONCRETE CULVERT UNDER INTERSTATE HIGHWAY 90
 ND0038'AND ABOUT 8.0 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0049 ***********************************************************************
 ND0049  DESIGNATION -  A 274
 ND0049  PID         -  ND0049
 ND0049  STATE/COUNTY-  PA/ERIE
 ND0049  USGS QUAD   -  ERIE SOUTH (1996)
 ND0049
 ND0049                         *CURRENT SURVEY CONTROL
 ND0049  ___________________________________________________________________
 ND0049* NAD 83(1986)-  42 01 53.     (N)    080 07 24.     (W)     SCALED    
 ND0049* NAVD 88     -       328.271  (meters)    1077.00   (feet)  ADJUSTED  
 ND0049  ___________________________________________________________________
 ND0049  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 ND0049  DYNAMIC HT  -         328.147 (meters)    1076.60  (feet)  COMP
 ND0049  MODELED GRAV-     980,237.1   (mgal)                       NAVD 88
 ND0049
 ND0049  VERT ORDER  -  SECOND    CLASS 0
 ND0049
 ND0049.The horizontal coordinates were scaled from a topographic map and have
 ND0049.an estimated accuracy of +/- 6 seconds.
 ND0049
 ND0049.The orthometric height was determined by differential leveling
 ND0049.and adjusted by the National Geodetic Survey in June 1991..
 ND0049
 ND0049.The geoid height was determined by GEOID03.
 ND0049
 ND0049.The dynamic height is computed by dividing the NAVD 88
 ND0049.geopotential number by the normal gravity value computed on the
 ND0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0049.degrees latitude (g = 980.6199 gals.).
 ND0049
 ND0049.The modeled gravity was interpolated from observed gravity values.
 ND0049
 ND0049;                    North         East    Units  Estimated Accuracy
 ND0049;SPC PA N     -   209,780.      403,490.      MT  (+/- 180 meters Scaled)
 ND0049
 ND0049                          SUPERSEDED SURVEY CONTROL
 ND0049
 ND0049  NGVD 29 (??/??/92)  328.468  (m)         1077.65   (f) ADJ UNCH    2 0
 ND0049
 ND0049.Superseded values are not recommended for survey control.
 ND0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0049.See file dsdata.txt to determine how the superseded data were derived.
 ND0049
 ND0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG725536(NAD 83)
 ND0049_MARKER: DB = BENCH MARK DISK
 ND0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ND0049_SP_SET: CULVERT
 ND0049_STAMPING: A 274 1961
 ND0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ND0049
 ND0049  HISTORY     - Date     Condition        Report By
 ND0049  HISTORY     - 1961     MONUMENTED       CGS
 ND0049
 ND0049                          STATION DESCRIPTION
 ND0049
 ND0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ND0049'8.1 MI SE FROM FAIRVIEW.
 ND0049'ABOUT 0.1 MILE EAST ALONG U.S. HIGHWAY 20 TO THE INTERSECTION OF
 ND0049'STATE HIGHWAY 98 FROM THE POST OFFICE IN FAIRVIEW, THENCE 2.0 MILES
 ND0049'SOUTH ALONG STATE HIGHWAY 98 TO THE INTERCHANGE BRIDGE OVER
 ND0049'INTERSTATE HIGHWAY 90, THENCE 5.8 MILES EAST ALONG INTERSTATE
 ND0049'HIGHWAY 90, 46.0 FEET SOUTH OF THE EAST BOUND TRAFFIC LANE OF
 ND0049'INTERSTATE HIGHWAY 90. SET IN TOP OF THE SOUTH HEADWALL OF A 14-
 ND0049'INCH ROUND CONCRETE CULVERT UNDER INTERSTATE HIGHWAY 90 AND ABOUT
 ND0049'3.0 FEET BELOW THE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0050 ***********************************************************************
 ND0050  DESIGNATION -  A 274 RESET 1977
 ND0050  PID         -  ND0050
 ND0050  STATE/COUNTY-  PA/ERIE
 ND0050  USGS QUAD   -  ERIE SOUTH (1996)
 ND0050
 ND0050                         *CURRENT SURVEY CONTROL
 ND0050  ___________________________________________________________________
 ND0050* NAD 83(1986)-  42 01 53.     (N)    080 07 24.     (W)     SCALED    
 ND0050* NAVD 88     -       337.23   (+/-2cm)    1106.4    (feet)  VERTCON   
 ND0050  ___________________________________________________________________
 ND0050  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 ND0050
 ND0050  VERT ORDER  -  THIRD (See Below)
 ND0050
 ND0050.The horizontal coordinates were scaled from a topographic map and have
 ND0050.an estimated accuracy of +/- 6 seconds.
 ND0050
 ND0050.The NAVD 88 height was computed by applying the VERTCON shift value to
 ND0050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ND0050.The vertical order pertains to the NGVD 29 superseded value.
 ND0050
 ND0050.The geoid height was determined by GEOID03.
 ND0050
 ND0050;                    North         East    Units  Estimated Accuracy
 ND0050;SPC PA N     -   209,780.      403,490.      MT  (+/- 180 meters Scaled)
 ND0050
 ND0050                          SUPERSEDED SURVEY CONTROL
 ND0050
 ND0050  NGVD 29 (02/24/03)  337.42   (m)         1107.0    (f) RESET       3  
 ND0050
 ND0050.Superseded values are not recommended for survey control.
 ND0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0050.See file dsdata.txt to determine how the superseded data were derived.
 ND0050
 ND0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG725536(NAD 83)
 ND0050_MARKER: DB = BENCH MARK DISK
 ND0050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ND0050_SP_SET: BRIDGE BANISTER
 ND0050_STAMPING: A 274 RESET 1977
 ND0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0050
 ND0050  HISTORY     - Date     Condition        Report By
 ND0050  HISTORY     - 1977     MONUMENTED       NGS
 ND0050
 ND0050                          STATION DESCRIPTION
 ND0050
 ND0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 ND0050'4 1/2 MI SW FROM ERIE.
 ND0050'LOCATED AT THE INTERSECTION OF INTERSTATE HIGHWAYS 90 AND 79, IN
 ND0050'THE WEST BANISTER OF THE SOUTH BOUND BRIDGE FOR I 79, 31.5 FEET
 ND0050'WEST OF THE CENTER OF THE SOUTH BOUND LANE, 0.3 FOOT NORTH OF THE
 ND0050'MOST SOUTH EDGE OF THE BANISTER. BENCH MARK A 274 WILL SOON BE
 ND0050'DESTROYED BY CONCSTRUCTION. 3 FEET ABOVE THE HIGHWAY 0.9 MILES
 ND0050'WEST OF THE BENCH MARK B 274.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0052 ***********************************************************************
 ND0052  DESIGNATION -  A 275
 ND0052  PID         -  ND0052
 ND0052  STATE/COUNTY-  PA/ERIE
 ND0052  USGS QUAD   -  ERIE SOUTH (1996)
 ND0052
 ND0052                         *CURRENT SURVEY CONTROL
 ND0052  ___________________________________________________________________
 ND0052* NAD 83(1986)-  42 02 31.     (N)    080 06 01.     (W)     SCALED    
 ND0052* NAVD 88     -       359.263  (meters)    1178.68   (feet)  ADJUSTED  
 ND0052  ___________________________________________________________________
 ND0052  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 ND0052  DYNAMIC HT  -         359.127 (meters)    1178.24  (feet)  COMP
 ND0052  MODELED GRAV-     980,232.8   (mgal)                       NAVD 88
 ND0052
 ND0052  VERT ORDER  -  SECOND    CLASS 0
 ND0052
 ND0052.The horizontal coordinates were scaled from a topographic map and have
 ND0052.an estimated accuracy of +/- 6 seconds.
 ND0052
 ND0052.The orthometric height was determined by differential leveling
 ND0052.and adjusted by the National Geodetic Survey in June 1991..
 ND0052
 ND0052.The geoid height was determined by GEOID03.
 ND0052
 ND0052.The dynamic height is computed by dividing the NAVD 88
 ND0052.geopotential number by the normal gravity value computed on the
 ND0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0052.degrees latitude (g = 980.6199 gals.).
 ND0052
 ND0052.The modeled gravity was interpolated from observed gravity values.
 ND0052
 ND0052;                    North         East    Units  Estimated Accuracy
 ND0052;SPC PA N     -   210,900.      405,430.      MT  (+/- 180 meters Scaled)
 ND0052
 ND0052                          SUPERSEDED SURVEY CONTROL
 ND0052
 ND0052  NGVD 29 (??/??/92)  359.461  (m)         1179.33   (f) ADJ UNCH    2 0
 ND0052
 ND0052.Superseded values are not recommended for survey control.
 ND0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0052.See file dsdata.txt to determine how the superseded data were derived.
 ND0052
 ND0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG744548(NAD 83)
 ND0052_MARKER: DD = SURVEY DISK
 ND0052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ND0052_SP_SET: BRIDGE
 ND0052_STAMPING: A 275
 ND0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0052
 ND0052  HISTORY     - Date     Condition        Report By
 ND0052  HISTORY     - UNK      MONUMENTED       PADH
 ND0052  HISTORY     - 1961     GOOD             NGS
 ND0052  HISTORY     - 19990801 GOOD             PADT
 ND0052
 ND0052                          STATION DESCRIPTION
 ND0052
 ND0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ND0052'9.47 MI SE FROM FAIRVIEW.
 ND0052'ABOUT 0.1 MILE EAST ALONG U.S. HIGHWAY 20 TO THE INTERSECTION OF
 ND0052'STATE HIGHWAY 98 FROM THE POST OFFICE IN FAIRVIEW, THENCE 2.0 MILES
 ND0052'SOUTH ALONG STATE HIGHWAY 98 TO THE INTERCHANGE BRIDGE OVER
 ND0052'INTERSTATE HIGHWAY 90, THENCE 7.17 MILES EAST ALONG INTERSTATE
 ND0052'HIGHWAY 90, 15.0 FEET EAST OF THE CENTERLINE OF THE OVERPASS BRIDGE.
 ND0052'SET IN TOP OF THE EAST BUMPER CURBING AT THE SOUTHEAST END OF THE
 ND0052'COPNCRETE OVERPASS BRIDGE OVER INTERSTATE HIGHWAY 90 AND ABOUT 8
 ND0052'INCHES ABOVE 8 INCHES ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 ND0052
 ND0052                          STATION RECOVERY (1999)
 ND0052
 ND0052'RECOVERY NOTE BY PA DEPT OF TRANSP 1999
 ND0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1897 ***********************************************************************
 KV1897  DESIGNATION -  A 276
 KV1897  PID         -  KV1897
 KV1897  STATE/COUNTY-  PA/MONTGOMERY
 KV1897  USGS QUAD   -  NORRISTOWN (1992)
 KV1897
 KV1897                         *CURRENT SURVEY CONTROL
 KV1897  ___________________________________________________________________
 KV1897* NAD 83(1986)-  40 05 05.     (N)    075 17 02.     (W)     SCALED    
 KV1897* NAVD 88     -        27.949  (meters)      91.70   (feet)  ADJUSTED  
 KV1897  ___________________________________________________________________
 KV1897  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 KV1897  DYNAMIC HT  -          27.936 (meters)      91.65  (feet)  COMP
 KV1897  MODELED GRAV-     980,157.3   (mgal)                       NAVD 88
 KV1897
 KV1897  VERT ORDER  -  SECOND    CLASS 0
 KV1897
 KV1897.The horizontal coordinates were scaled from a topographic map and have
 KV1897.an estimated accuracy of +/- 6 seconds.
 KV1897
 KV1897.The orthometric height was determined by differential leveling
 KV1897.and adjusted by the National Geodetic Survey in June 1991..
 KV1897
 KV1897.The geoid height was determined by GEOID03.
 KV1897
 KV1897.The dynamic height is computed by dividing the NAVD 88
 KV1897.geopotential number by the normal gravity value computed on the
 KV1897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1897.degrees latitude (g = 980.6199 gals.).
 KV1897
 KV1897.The modeled gravity was interpolated from observed gravity values.
 KV1897
 KV1897;                    North         East    Units  Estimated Accuracy
 KV1897;SPC PA S     -    86,370.      810,300.      MT  (+/- 180 meters Scaled)
 KV1897
 KV1897                          SUPERSEDED SURVEY CONTROL
 KV1897
 KV1897  NGVD 29 (??/??/??)   28.264  (m)           92.73   (f) ADJUSTED    2 0
 KV1897
 KV1897.Superseded values are not recommended for survey control.
 KV1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1897.See file dsdata.txt to determine how the superseded data were derived.
 KV1897
 KV1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK757371(NAD 83)
 KV1897_MARKER: DB = BENCH MARK DISK
 KV1897_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1897_SP_SET: BACKWALL
 KV1897_STAMPING: A 276 1961
 KV1897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1897
 KV1897  HISTORY     - Date     Condition        Report By
 KV1897  HISTORY     - 1961     MONUMENTED       CGS
 KV1897
 KV1897                          STATION DESCRIPTION
 KV1897
 KV1897'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV1897'IN CONSHOHOCKEN.
 KV1897'ON CEDAR GROVE LANE ABOUT 0.5 MILE NORTH NORTHWEST OF SPRING MILL
 KV1897'SCHOOL AT CEDAR GROVE PUMPING STATION, 0.2 MILE SOUTH SOUTHEAST
 KV1897'OF THE JUNCTION OF SPRING MILL ROAD AND CEDAR GROVE LANE, SET IN
 KV1897'TOP AT THE NORTHEAST CORNER OF THE BACKWALL OF A CONCRETE
 KV1897'PROTECTOR FOR A 1 1/2 FOOT PIPE FROM THE PUMPING STATION, ABOUT
 KV1897'4 FEET SOUTH OF THE SOUTH CORNER OF THE PUMPING STATION,
 KV1897'110 FEET SOUTHWEST OF THE CENTERLINE OF CEDAR GROVE LANE, 8 INCHES
 KV1897'ABOVE THE GROUND, 2 FEET BELOW CEDAR GROVE LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0745 ***********************************************************************
 JU0745  DESIGNATION -  A 277
 JU0745  PID         -  JU0745
 JU0745  STATE/COUNTY-  PA/PHILADELPHIA
 JU0745  USGS QUAD   -  PHILADELPHIA (1994)
 JU0745
 JU0745                         *CURRENT SURVEY CONTROL
 JU0745  ___________________________________________________________________
 JU0745* NAD 83(1986)-  39 54 13.     (N)    075 11 52.     (W)     SCALED    
 JU0745* NAVD 88     -         4.095  (meters)      13.44   (feet)  ADJUSTED  
 JU0745  ___________________________________________________________________
 JU0745  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU0745  DYNAMIC HT  -           4.093 (meters)      13.43  (feet)  COMP
 JU0745  MODELED GRAV-     980,181.3   (mgal)                       NAVD 88
 JU0745
 JU0745  VERT ORDER  -  FIRST     CLASS II
 JU0745
 JU0745.The horizontal coordinates were scaled from a topographic map and have
 JU0745.an estimated accuracy of +/- 6 seconds.
 JU0745
 JU0745.The orthometric height was determined by differential leveling
 JU0745.and adjusted by the National Geodetic Survey in June 1991..
 JU0745
 JU0745.The geoid height was determined by GEOID03.
 JU0745
 JU0745.The dynamic height is computed by dividing the NAVD 88
 JU0745.geopotential number by the normal gravity value computed on the
 JU0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0745.degrees latitude (g = 980.6199 gals.).
 JU0745
 JU0745.The modeled gravity was interpolated from observed gravity values.
 JU0745
 JU0745;                    North         East    Units  Estimated Accuracy
 JU0745;SPC PA S     -    66,470.      818,220.      MT  (+/- 180 meters Scaled)
 JU0745
 JU0745                          SUPERSEDED SURVEY CONTROL
 JU0745
 JU0745  NGVD 29 (01/10/92)    4.396  (m)           14.42   (f) ADJUSTED    1 2
 JU0745
 JU0745.Superseded values are not recommended for survey control.
 JU0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0745.See file dsdata.txt to determine how the superseded data were derived.
 JU0745
 JU0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK830170(NAD 83)
 JU0745_MARKER: DB = BENCH MARK DISK
 JU0745_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0745_SP_SET: BRIDGE
 JU0745_STAMPING: A 277 1961
 JU0745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0745_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0745+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2006
 JU0745
 JU0745  HISTORY     - Date     Condition        Report By
 JU0745  HISTORY     - 1961     MONUMENTED       CGS
 JU0745  HISTORY     - 1963     GOOD             CGS
 JU0745  HISTORY     - 1979     GOOD             NGS
 JU0745  HISTORY     - 19981031 GOOD             USPSQD
 JU0745  HISTORY     - 20060203 GOOD             JCLS
 JU0745  HISTORY     - 20060209 GOOD             AASCO
 JU0745
 JU0745                          STATION DESCRIPTION
 JU0745
 JU0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0745'IN PHILADELPHIA.
 JU0745'SET IN THE EAST END OF THE PENROSE BRIDGE.  ABOUT 125 YARDS WEST
 JU0745'OF THE EAST END OF THE BRIDGE, IN THE SOUTH FACE OF THE APPROACH
 JU0745'STRUCTURE, BETWEEN AND BELOW THE SECOND AND THIRD STREET LIGHTS
 JU0745'ON THE BANNISTER OF THE BRIDGE.  SET IN THE CONCRETE FACE THAT
 JU0745'HAS HORIZONTAL RECESS IN IT, ABOUT 3 1/2 FEET FROM THE PORTION OF
 JU0745'THE BRIDGE THAT DOES NOT HAVE THESE RECESSES, 15 FEET NORTH OF THE
 JU0745'CENTERLINE OF THE BLACKTOP ROAD THAT PARALLELS THE SOUTH SIDE
 JU0745'OF THE BRIDGE, 2 1/2 FEET ABOVE THE BLACKTOP ROAD, 5 FEET BELOW
 JU0745'THE AVENUE ACROSS THE BRIDGE AND SET VERTICAL.
 JU0745
 JU0745                          STATION RECOVERY (1963)
 JU0745
 JU0745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JU0745'RECOVERED IN GOOD CONDITION.
 JU0745
 JU0745                          STATION RECOVERY (1979)
 JU0745
 JU0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0745'RECOVERED IN GOOD CONDITION.
 JU0745
 JU0745                          STATION RECOVERY (1998)
 JU0745
 JU0745'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU0745'RECOVERED IN GOOD CONDITION.
 JU0745
 JU0745                          STATION RECOVERY (2006)
 JU0745
 JU0745'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 JU0745'RECOVERED IN GOOD CONDITION.
 JU0745
 JU0745                          STATION RECOVERY (2006)
 JU0745
 JU0745'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 JU0745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0868 ***********************************************************************
 JU0868  DESIGNATION -  A 278
 JU0868  PID         -  JU0868
 JU0868  STATE/COUNTY-  PA/PHILADELPHIA
 JU0868  USGS QUAD   -  PHILADELPHIA (1994)
 JU0868
 JU0868                         *CURRENT SURVEY CONTROL
 JU0868  ___________________________________________________________________
 JU0868* NAD 83(1986)-  39 53 35.     (N)    075 10 01.     (W)     SCALED    
 JU0868* NAVD 88     -         2.595  (meters)       8.51   (feet)  ADJUSTED  
 JU0868  ___________________________________________________________________
 JU0868  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JU0868  DYNAMIC HT  -           2.594 (meters)       8.51  (feet)  COMP
 JU0868  MODELED GRAV-     980,182.4   (mgal)                       NAVD 88
 JU0868
 JU0868  VERT ORDER  -  SECOND    CLASS 0
 JU0868
 JU0868.The horizontal coordinates were scaled from a topographic map and have
 JU0868.an estimated accuracy of +/- 6 seconds.
 JU0868
 JU0868.The orthometric height was determined by differential leveling
 JU0868.and adjusted by the National Geodetic Survey in June 1991..
 JU0868
 JU0868.The geoid height was determined by GEOID03.
 JU0868
 JU0868.The dynamic height is computed by dividing the NAVD 88
 JU0868.geopotential number by the normal gravity value computed on the
 JU0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0868.degrees latitude (g = 980.6199 gals.).
 JU0868
 JU0868.The modeled gravity was interpolated from observed gravity values.
 JU0868
 JU0868;                    North         East    Units  Estimated Accuracy
 JU0868;SPC PA S     -    65,380.      820,890.      MT  (+/- 180 meters Scaled)
 JU0868
 JU0868                          SUPERSEDED SURVEY CONTROL
 JU0868
 JU0868  NGVD 29 (??/??/??)    2.944  (m)            9.66   (f) ADJUSTED    2 0
 JU0868
 JU0868.Superseded values are not recommended for survey control.
 JU0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0868.See file dsdata.txt to determine how the superseded data were derived.
 JU0868
 JU0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK857159(NAD 83)
 JU0868_MARKER: DB = BENCH MARK DISK
 JU0868_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0868_SP_SET: FOUNDATION
 JU0868_STAMPING: A 278 1961
 JU0868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0868
 JU0868  HISTORY     - Date     Condition        Report By
 JU0868  HISTORY     - 1961     MONUMENTED       CGS
 JU0868  HISTORY     - 20060203 MARK NOT FOUND   JCLS
 JU0868
 JU0868                          STATION DESCRIPTION
 JU0868
 JU0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0868'AT PHILLY NAVAL BASE.
 JU0868'SET AT THE PHILADELPHIA NAVAL BASE ON HENRY C. MUSTIN AIRFIELD,
 JU0868'SET IN TOP AT THE NORTHEAST CORNER OF A FOUNDATION FOR A GROUP
 JU0868'OF GAS BOTTLES FOR A MACHINE SHOP IN THE NORTHEAST CORNER OF
 JU0868'BUILDING 601, ABOUT 13 FEET SOUTH OF THE NORTHEAST CORNER OF
 JU0868'BUILDING 601, ABOUT 1 FOOT ABOVE THE STREET.
 JU0868
 JU0868                          STATION RECOVERY (2006)
 JU0868
 JU0868'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 JU0868'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1648 ***********************************************************************
 LY1648  DESIGNATION -  A 279
 LY1648  PID         -  LY1648
 LY1648  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1648  USGS QUAD   -  HARFORD (1992)
 LY1648
 LY1648                         *CURRENT SURVEY CONTROL
 LY1648  ___________________________________________________________________
 LY1648* NAD 83(1986)-  41 52 12.     (N)    075 43 00.     (W)     SCALED    
 LY1648* NAVD 88     -       382.491  (meters)    1254.89   (feet)  ADJUSTED  
 LY1648  ___________________________________________________________________
 LY1648  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 LY1648  DYNAMIC HT  -         382.348 (meters)    1254.42  (feet)  COMP
 LY1648  MODELED GRAV-     980,237.3   (mgal)                       NAVD 88
 LY1648
 LY1648  VERT ORDER  -  SECOND    CLASS 0
 LY1648
 LY1648.The horizontal coordinates were scaled from a topographic map and have
 LY1648.an estimated accuracy of +/- 6 seconds.
 LY1648
 LY1648.The orthometric height was determined by differential leveling
 LY1648.and adjusted by the National Geodetic Survey in June 1991..
 LY1648
 LY1648.The geoid height was determined by GEOID03.
 LY1648
 LY1648.The dynamic height is computed by dividing the NAVD 88
 LY1648.geopotential number by the normal gravity value computed on the
 LY1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1648.degrees latitude (g = 980.6199 gals.).
 LY1648
 LY1648.The modeled gravity was interpolated from observed gravity values.
 LY1648
 LY1648;                    North         East    Units  Estimated Accuracy
 LY1648;SPC PA N     -   191,150.      768,790.      MT  (+/- 180 meters Scaled)
 LY1648
 LY1648                          SUPERSEDED SURVEY CONTROL
 LY1648
 LY1648  NGVD 29 (??/??/92)  382.664  (m)         1255.46   (f) ADJ UNCH    2 0
 LY1648
 LY1648.Superseded values are not recommended for survey control.
 LY1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1648.See file dsdata.txt to determine how the superseded data were derived.
 LY1648
 LY1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM405355(NAD 83)
 LY1648_MARKER: DD = SURVEY DISK
 LY1648_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1648_SP_SET: OVERPASS
 LY1648_STAMPING: A 279 1961
 LY1648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1648
 LY1648  HISTORY     - Date     Condition        Report By
 LY1648  HISTORY     - 1961     MONUMENTED       PADH
 LY1648  HISTORY     - 1961     GOOD             NGS
 LY1648
 LY1648                          STATION DESCRIPTION
 LY1648
 LY1648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LY1648'AT NEW MILFORD.
 LY1648'LOCATED IN THE OVERPASS OVER STATE HY. 492 IN THE SOUTH EAST
 LY1648'SIDE OF NEW MILFORD WHERE THE INTERSTATE HWY 81 CROSSES OVER
 LY1648'STATE HWY 492, (NEW MILFORD INTERCHANGE), BM IS LOCATED IN
 LY1648'THE NORTH LANE OVERPASS ABOUT 5 FEET FROM THE SOUTH END
 LY1648'CURBING ON EAST SIDE, STANDARD PENNSYLVANIA DEPARTMENT OF
 LY1648'HIGHWAYS DISK DRILLED IN HORIZONTAL STAMPED A 279 1961 ABOUT
 LY1648'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0022 ***********************************************************************
 MA0022  DESIGNATION -  A 28
 MA0022  PID         -  MA0022
 MA0022  STATE/COUNTY-  PA/MCKEAN
 MA0022  USGS QUAD   -  PORT ALLEGANY (1983)
 MA0022
 MA0022                         *CURRENT SURVEY CONTROL
 MA0022  ___________________________________________________________________
 MA0022* NAD 83(1986)-  41 47 08.     (N)    078 16 09.     (W)     SCALED    
 MA0022* NAVD 88     -       455.638  (meters)    1494.87   (feet)  ADJUSTED  
 MA0022  ___________________________________________________________________
 MA0022  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 MA0022  DYNAMIC HT  -         455.451 (meters)    1494.26  (feet)  COMP
 MA0022  MODELED GRAV-     980,197.1   (mgal)                       NAVD 88
 MA0022
 MA0022  VERT ORDER  -  SECOND    CLASS 0
 MA0022
 MA0022.The horizontal coordinates were scaled from a topographic map and have
 MA0022.an estimated accuracy of +/- 6 seconds.
 MA0022
 MA0022.The orthometric height was determined by differential leveling
 MA0022.and adjusted by the National Geodetic Survey in June 1991..
 MA0022
 MA0022.The geoid height was determined by GEOID03.
 MA0022
 MA0022.The dynamic height is computed by dividing the NAVD 88
 MA0022.geopotential number by the normal gravity value computed on the
 MA0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0022.degrees latitude (g = 980.6199 gals.).
 MA0022
 MA0022.The modeled gravity was interpolated from observed gravity values.
 MA0022
 MA0022;                    North         East    Units  Estimated Accuracy
 MA0022;SPC PA N     -   179,920.      556,840.      MT  (+/- 180 meters Scaled)
 MA0022
 MA0022                          SUPERSEDED SURVEY CONTROL
 MA0022
 MA0022  NGVD 29 (??/??/92)  455.780  (m)         1495.34   (f) ADJ UNCH    2 0
 MA0022
 MA0022.Superseded values are not recommended for survey control.
 MA0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0022.See file dsdata.txt to determine how the superseded data were derived.
 MA0022
 MA0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG269295(NAD 83)
 MA0022_MARKER: DB = BENCH MARK DISK
 MA0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0022_STAMPING: A 28 1934
 MA0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0022+STABILITY: SURFACE MOTION
 MA0022
 MA0022  HISTORY     - Date     Condition        Report By
 MA0022  HISTORY     - 1934     MONUMENTED       CGS
 MA0022  HISTORY     - 20010824 MARK NOT FOUND   USPSQD
 MA0022
 MA0022                          STATION DESCRIPTION
 MA0022
 MA0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0022'8.6 MI N FROM KEATING SUMMIT.
 MA0022'IN MC KEAN COUNTY, ABOUT 8.6 MILES NORTH ALONG THE PENNSYLVANIA
 MA0022'RAILROAD FROM KEATING SUMMIT, POTTER COUNTY, ABOUT 1,562 FEET
 MA0022'NORTH OF MILEPOST 99, 26 FEET SOUTH OF A GRADE CROSSING, 45
 MA0022'FEET WEST OF STATE HIGHWAY 155, 18 FEET EAST OF THE CENTER
 MA0022'LINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE
 MA0022'RAIL.  A STANDARD DISK, STAMPED A 28 1934 AND SET IN THE TOP
 MA0022'OF A CONCRETE POST.
 MA0022
 MA0022                          STATION RECOVERY (2001)
 MA0022
 MA0022'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA0022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1669 ***********************************************************************
 LY1669  DESIGNATION -  A 280
 LY1669  PID         -  LY1669
 LY1669  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1669  USGS QUAD   -  LENOXVILLE (1980)
 LY1669
 LY1669                         *CURRENT SURVEY CONTROL
 LY1669  ___________________________________________________________________
 LY1669* NAD 83(1986)-  41 42 40.     (N)    075 40 14.     (W)     SCALED    
 LY1669* NAVD 88     -       271.149  (meters)     889.59   (feet)  ADJUSTED  
 LY1669  ___________________________________________________________________
 LY1669  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 LY1669  DYNAMIC HT  -         271.051 (meters)     889.27  (feet)  COMP
 LY1669  MODELED GRAV-     980,253.2   (mgal)                       NAVD 88
 LY1669
 LY1669  VERT ORDER  -  SECOND    CLASS 0
 LY1669
 LY1669.The horizontal coordinates were scaled from a topographic map and have
 LY1669.an estimated accuracy of +/- 6 seconds.
 LY1669
 LY1669.The orthometric height was determined by differential leveling
 LY1669.and adjusted by the National Geodetic Survey in June 1991..
 LY1669
 LY1669.The geoid height was determined by GEOID03.
 LY1669
 LY1669.The dynamic height is computed by dividing the NAVD 88
 LY1669.geopotential number by the normal gravity value computed on the
 LY1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1669.degrees latitude (g = 980.6199 gals.).
 LY1669
 LY1669.The modeled gravity was interpolated from observed gravity values.
 LY1669
 LY1669;                    North         East    Units  Estimated Accuracy
 LY1669;SPC PA N     -   173,600.      773,040.      MT  (+/- 180 meters Scaled)
 LY1669
 LY1669                          SUPERSEDED SURVEY CONTROL
 LY1669
 LY1669  NGVD 29 (??/??/92)  271.344  (m)          890.23   (f) ADJ UNCH    2 0
 LY1669
 LY1669.Superseded values are not recommended for survey control.
 LY1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1669.See file dsdata.txt to determine how the superseded data were derived.
 LY1669
 LY1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM442179(NAD 83)
 LY1669_MARKER: DD = SURVEY DISK
 LY1669_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1669_SP_SET: HIGHWAY
 LY1669_STAMPING: A 280 1961
 LY1669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1669
 LY1669  HISTORY     - Date     Condition        Report By
 LY1669  HISTORY     - 1961     MONUMENTED       PADH
 LY1669  HISTORY     - 1961     GOOD             NGS
 LY1669
 LY1669                          STATION DESCRIPTION
 LY1669
 LY1669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LY1669'0.2 MI S FROM LENOX.
 LY1669'ABOUT 0.2 MILE SOUTH ALONG INTERSTATE HWY 81 FROM WHERE THE
 LY1669'INTERSTATE HWY CROSSES OVER STATE HWY 92 AND U.S. HWY 106 EAST
 LY1669'OF LENOX BM IS SET ON EAST SIDE OF SOUTH BOUND LANE OF INTERSTATE
 LY1669'HWY, IN BRIDGE OVER TUNKHANNOCK CREEK, ABOUT 6 INCHES FROM SOUTH
 LY1669'END OF CURBING FOR GUARD RAIL, ABOUT 2 FEET ABOVE THE GROUND,
 LY1669'18 FEET EAST OF THE CENTERLINE OF SOUTH BOUND LANE, PENNSYLVANIA
 LY1669'DEPARTMENT OF HIGHWAYS DISK DRILLED IN HORIZONTAL, STAMPED A 280
 LY1669'1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1245 ***********************************************************************
 LY1245  DESIGNATION -  A 282
 LY1245  PID         -  LY1245
 LY1245  STATE/COUNTY-  PA/MONROE
 LY1245  USGS QUAD   -  TOBYHANNA (1994)
 LY1245
 LY1245                         *CURRENT SURVEY CONTROL
 LY1245  ___________________________________________________________________
 LY1245* NAD 83(1986)-  41 13 56.     (N)    075 29 49.     (W)     SCALED    
 LY1245* NAVD 88     -       557.701  (meters)    1829.72   (feet)  ADJUSTED  
 LY1245  ___________________________________________________________________
 LY1245  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 LY1245  DYNAMIC HT  -         557.432 (meters)    1828.84  (feet)  COMP
 LY1245  MODELED GRAV-     980,123.2   (mgal)                       NAVD 88
 LY1245
 LY1245  VERT ORDER  -  SECOND    CLASS 0
 LY1245
 LY1245.The horizontal coordinates were scaled from a topographic map and have
 LY1245.an estimated accuracy of +/- 6 seconds.
 LY1245
 LY1245.The orthometric height was determined by differential leveling
 LY1245.and adjusted by the National Geodetic Survey in June 1991..
 LY1245
 LY1245.The geoid height was determined by GEOID03.
 LY1245
 LY1245.The dynamic height is computed by dividing the NAVD 88
 LY1245.geopotential number by the normal gravity value computed on the
 LY1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1245.degrees latitude (g = 980.6199 gals.).
 LY1245
 LY1245.The modeled gravity was interpolated from observed gravity values.
 LY1245
 LY1245;                    North         East    Units  Estimated Accuracy
 LY1245;SPC PA N     -   120,790.      788,870.      MT  (+/- 180 meters Scaled)
 LY1245
 LY1245                          SUPERSEDED SURVEY CONTROL
 LY1245
 LY1245  NGVD 29 (??/??/92)  557.904  (m)         1830.39   (f) ADJ UNCH    2 0
 LY1245
 LY1245.Superseded values are not recommended for survey control.
 LY1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1245.See file dsdata.txt to determine how the superseded data were derived.
 LY1245
 LY1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL583646(NAD 83)
 LY1245_MARKER: DB = BENCH MARK DISK
 LY1245_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LY1245_SP_SET: UNSPECIFIED ROCK
 LY1245_STAMPING: A 282 1961
 LY1245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1245
 LY1245  HISTORY     - Date     Condition        Report By
 LY1245  HISTORY     - 1961     MONUMENTED       CGS
 LY1245
 LY1245                          STATION DESCRIPTION
 LY1245
 LY1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1245'7.8 MI S FROM MOSCOW.
 LY1245'3.7 MILE SOUTH ALONG U.S. HWY 611 FROM THE JUNCTION OF U.S.
 LY1245'611 AND STATE HWY 690 IN MOSCOW TO THE JUNCTION OF U.S. HWY 611
 LY1245'AND STATE HWY 307 THENCE CONTINUE 4.05 MILE SOUTH ALONG U.S. 611
 LY1245'TO THE JUNCTION OF U.S. 611 AND STATE HWY 507, BM IS SET IN A
 LY1245'ROCK IN THE WEST CORNER OF THE INTERSECTION, 57 FEET SOUTH WEST OF
 LY1245'THE CENTERLINE OF U.S. 611, 21 FEET NORTH WEST OF THE
 LY1245'CENTERLINE OF DIRT ROAD SOUTH WEST 12 FEET EAST OF POWER POLE
 LY1245'A 150, 15 FEET EAST OF THE EAST CORNER OF A TWO-STORY FRAME
 LY1245'HOUSE, 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, 6 INCHES
 LY1245'ABOVE THE GROUND, STANDARD BENCH MARK DISK DRILLED IN HORIZONTAL
 LY1245'STAMPED A 282 1961.  NOTE-- THIS BM IS LOCATED AT THE INTERSECTION
 LY1245'OF U.S. HWY 611 AND STATE HWY 507 AT THE MONROE-WAYNE COUNTY
 LY1245'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1373 ***********************************************************************
 KX1373  DESIGNATION -  A 283
 KX1373  PID         -  KX1373
 KX1373  STATE/COUNTY-  PA/WESTMORELAND
 KX1373  USGS QUAD   -  MOUNT PLEASANT (1993)
 KX1373
 KX1373                         *CURRENT SURVEY CONTROL
 KX1373  ___________________________________________________________________
 KX1373* NAD 83(1986)-  40 09 16.     (N)    079 33 40.     (W)     SCALED    
 KX1373* NAVD 88     -       332.537  (meters)    1091.00   (feet)  ADJUSTED  
 KX1373  ___________________________________________________________________
 KX1373  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KX1373  DYNAMIC HT  -         332.354 (meters)    1090.40  (feet)  COMP
 KX1373  MODELED GRAV-     980,066.0   (mgal)                       NAVD 88
 KX1373
 KX1373  VERT ORDER  -  SECOND    CLASS 0
 KX1373
 KX1373.The horizontal coordinates were scaled from a topographic map and have
 KX1373.an estimated accuracy of +/- 6 seconds.
 KX1373
 KX1373.The orthometric height was determined by differential leveling
 KX1373.and adjusted by the National Geodetic Survey in June 1991..
 KX1373
 KX1373.The geoid height was determined by GEOID03.
 KX1373
 KX1373.The dynamic height is computed by dividing the NAVD 88
 KX1373.geopotential number by the normal gravity value computed on the
 KX1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1373.degrees latitude (g = 980.6199 gals.).
 KX1373
 KX1373.The modeled gravity was interpolated from observed gravity values.
 KX1373
 KX1373;                    North         East    Units  Estimated Accuracy
 KX1373;SPC PA S     -    92,750.      445,710.      MT  (+/- 180 meters Scaled)
 KX1373
 KX1373                          SUPERSEDED SURVEY CONTROL
 KX1373
 KX1373  NGVD 29 (??/??/92)  332.733  (m)         1091.64   (f) ADJ UNCH    2 0
 KX1373
 KX1373.Superseded values are not recommended for survey control.
 KX1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1373.See file dsdata.txt to determine how the superseded data were derived.
 KX1373
 KX1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE225458(NAD 83)
 KX1373_MARKER: DB = BENCH MARK DISK
 KX1373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1373_SP_SET: CULVERT
 KX1373_STAMPING: A 283 1961
 KX1373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1373
 KX1373  HISTORY     - Date     Condition        Report By
 KX1373  HISTORY     - 1961     MONUMENTED       CGS
 KX1373
 KX1373                          STATION DESCRIPTION
 KX1373
 KX1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KX1373'1 MI W FROM MT PLEASANT.
 KX1373'ABOUT 1.0 MILE WEST ALONG STATE ROUTE 31 FROM POST OFFICE IN
 KX1373'MT PLEASANT TO JUNCTION OF STATE ROUTE 31 AND U.S. HIGHWAY 119.
 KX1373'IT IS 57 FEET NORTH OF THE CENTERLINE OF STATE ROUTE 31, 42
 KX1373'FEET EAST OF CENTERLINE OF U.S. HIGHWAY 119, AND ABOUT 10 INCHES
 KX1373'BELOW THE LEVEL OF THE HIGHWAY.  IT IS DRILLED IN THE TOP OF A
 KX1373'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0713 ***********************************************************************
 KY0713  DESIGNATION -  A 285
 KY0713  PID         -  KY0713
 KY0713  STATE/COUNTY-  PA/WASHINGTON
 KY0713  USGS QUAD   -  WASHINGTON EAST (1977)
 KY0713
 KY0713                         *CURRENT SURVEY CONTROL
 KY0713  ___________________________________________________________________
 KY0713* NAD 83(1986)-  40 09 49.     (N)    080 09 48.     (W)     SCALED    
 KY0713* NAVD 88     -       355.944  (meters)    1167.79   (feet)  ADJUSTED  
 KY0713  ___________________________________________________________________
 KY0713  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 KY0713  DYNAMIC HT  -         355.746 (meters)    1167.14  (feet)  COMP
 KY0713  MODELED GRAV-     980,060.0   (mgal)                       NAVD 88
 KY0713
 KY0713  VERT ORDER  -  SECOND    CLASS 0
 KY0713
 KY0713.The horizontal coordinates were scaled from a topographic map and have
 KY0713.an estimated accuracy of +/- 6 seconds.
 KY0713
 KY0713.The orthometric height was determined by differential leveling
 KY0713.and adjusted by the National Geodetic Survey in June 1991..
 KY0713
 KY0713.The geoid height was determined by GEOID03.
 KY0713
 KY0713.The dynamic height is computed by dividing the NAVD 88
 KY0713.geopotential number by the normal gravity value computed on the
 KY0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0713.degrees latitude (g = 980.6199 gals.).
 KY0713
 KY0713.The modeled gravity was interpolated from observed gravity values.
 KY0713
 KY0713;                    North         East    Units  Estimated Accuracy
 KY0713;SPC PA S     -    95,000.      394,440.      MT  (+/- 180 meters Scaled)
 KY0713
 KY0713                          SUPERSEDED SURVEY CONTROL
 KY0713
 KY0713  NGVD 29 (??/??/92)  356.087  (m)         1168.26   (f) ADJ UNCH    2 0
 KY0713
 KY0713.Superseded values are not recommended for survey control.
 KY0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0713.See file dsdata.txt to determine how the superseded data were derived.
 KY0713
 KY0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE712462(NAD 83)
 KY0713_MARKER: DB = BENCH MARK DISK
 KY0713_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0713_SP_SET: CULVERT
 KY0713_STAMPING: A 285 1961
 KY0713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0713
 KY0713  HISTORY     - Date     Condition        Report By
 KY0713  HISTORY     - 1961     MONUMENTED       CGS
 KY0713  HISTORY     - 20010711 MARK NOT FOUND   PADT
 KY0713
 KY0713                          STATION DESCRIPTION
 KY0713
 KY0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KY0713'5.7 MI NE FROM WASHINGTON.
 KY0713'ABOUT 1.78 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 70S FROM
 KY0713'THE INTERCHANGE BRIDGE AND JUNCTION OF INTERSTATE HIGHWAY 70S
 KY0713'AND STATE HIGHWAY 519, 24.0 FEET NORTH OF THE CENTERLINE OF THE
 KY0713'WEST BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 70S.  SET IN TOP
 KY0713'OF THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER INTERSTATE
 KY0713'HIGHWAY 70S AND ABOUT THE SAME LEVEL AS THE HIGHWAY.
 KY0713
 KY0713                          STATION RECOVERY (2001)
 KY0713
 KY0713'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DP)
 KY0713'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0957 ***********************************************************************
 KW0957  DESIGNATION -  A 286
 KW0957  PID         -  KW0957
 KW0957  STATE/COUNTY-  PA/YORK
 KW0957  USGS QUAD   -  LEMOYNE (1987)
 KW0957
 KW0957                         *CURRENT SURVEY CONTROL
 KW0957  ___________________________________________________________________
 KW0957* NAD 83(1986)-  40 12 34.     (N)    076 53 20.     (W)     SCALED    
 KW0957* NAVD 88     -       110.198  (meters)     361.54   (feet)  ADJUSTED  
 KW0957  ___________________________________________________________________
 KW0957  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KW0957  DYNAMIC HT  -         110.142 (meters)     361.36  (feet)  COMP
 KW0957  MODELED GRAV-     980,111.7   (mgal)                       NAVD 88
 KW0957
 KW0957  VERT ORDER  -  SECOND    CLASS 0
 KW0957
 KW0957.The horizontal coordinates were scaled from a topographic map and have
 KW0957.an estimated accuracy of +/- 6 seconds.
 KW0957
 KW0957.The orthometric height was determined by differential leveling
 KW0957.and adjusted by the National Geodetic Survey in June 1991..
 KW0957
 KW0957.The geoid height was determined by GEOID03.
 KW0957
 KW0957.The dynamic height is computed by dividing the NAVD 88
 KW0957.geopotential number by the normal gravity value computed on the
 KW0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0957.degrees latitude (g = 980.6199 gals.).
 KW0957
 KW0957.The modeled gravity was interpolated from observed gravity values.
 KW0957
 KW0957;                    North         East    Units  Estimated Accuracy
 KW0957;SPC PA S     -    97,640.      673,310.      MT  (+/- 180 meters Scaled)
 KW0957
 KW0957                          SUPERSEDED SURVEY CONTROL
 KW0957
 KW0957  NGVD 29 (??/??/??)  110.408  (m)          362.23   (f) ADJUSTED    2 0
 KW0957
 KW0957.Superseded values are not recommended for survey control.
 KW0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0957.See file dsdata.txt to determine how the superseded data were derived.
 KW0957
 KW0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK392527(NAD 83)
 KW0957_MARKER: DB = BENCH MARK DISK
 KW0957_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0957_SP_SET: CULVERT
 KW0957_STAMPING: A 286 1961
 KW0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0957_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0957+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2004
 KW0957
 KW0957  HISTORY     - Date     Condition        Report By
 KW0957  HISTORY     - 1961     MONUMENTED       CGS
 KW0957  HISTORY     - 1971     GOOD             PADH
 KW0957  HISTORY     - 19880412 GOOD             USPSQD
 KW0957  HISTORY     - 20030412 GOOD             USPSQD
 KW0957  HISTORY     - 20040717 GOOD             GEOCAC
 KW0957
 KW0957                          STATION DESCRIPTION
 KW0957
 KW0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KW0957'3.7 MI SW FROM LEMOYNE.
 KW0957'ABOUT 3.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 111 FROM THE POST
 KW0957'OFFICE AT LEMOYNE TO AN INTERCHANGE BRIDGE OF U.S. HIGHWAY 11
 KW0957'OVER A BLACKTOP COUNTY HIGHWAY, THENCE 0.7 MILE WEST ALONG THE
 KW0957'COUNTY HIGHWAY, 41.0 FEET SOUTHEAST OF A GRAVELED ROAD, 150.0
 KW0957'FEET SOUTHEAST OF A LARGE FRAME HOUSE, 35.0 FEET SOUTHWEST OF
 KW0957'POWERLINE POLE NO. 50334.  SET IN TOP OF THE NORTHWEST WINGWALL
 KW0957'OF A 24-INCH ROUND CONCRETE CULVERT UNDER THE HIGHWAY AND OVER
 KW0957'A SMALL STREAM AND ABOUT 18 INCHES BELOW THE LEVEL OF THE
 KW0957'HIGHWAY.
 KW0957
 KW0957                          STATION RECOVERY (1971)
 KW0957
 KW0957'RECOVERY NOTE BY PA DEPT OF HIGHWAYS 1971
 KW0957'RECOVERED IN GOOD CONDITION.
 KW0957
 KW0957                          STATION RECOVERY (1988)
 KW0957
 KW0957'RECOVERY NOTE BY US POWER SQUADRON 1988 (RLD)
 KW0957'RECOVERED IN GOOD CONDITION.
 KW0957
 KW0957                          STATION RECOVERY (2003)
 KW0957
 KW0957'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPP)
 KW0957'THE DESCRIPTION SHOWS THIS MARK BEING LOCATED IN CUMBERLAND COUNTY,
 KW0957'PA.  IT IS ACTUALLY LOCATED IN YORK COUNTY, PA.
 KW0957
 KW0957                          STATION RECOVERY (2004)
 KW0957
 KW0957'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0957'POWER POLE IS MARKED 24043 S32027. GRAVELED ROAD IS PAVED AND IS A
 KW0957'DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1735 ***********************************************************************
 JV1735  DESIGNATION -  A 287 PADH
 JV1735  PID         -  JV1735
 JV1735  STATE/COUNTY-  PA/YORK
 JV1735  USGS QUAD   -  YORK (1990)
 JV1735
 JV1735                         *CURRENT SURVEY CONTROL
 JV1735  ___________________________________________________________________
 JV1735* NAD 83(1986)-  39 58 38.     (N)    076 41 46.     (W)     SCALED    
 JV1735* NAVD 88     -       129.639  (meters)     425.32   (feet)  ADJUSTED  
 JV1735  ___________________________________________________________________
 JV1735  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JV1735  DYNAMIC HT  -         129.572 (meters)     425.10  (feet)  COMP
 JV1735  MODELED GRAV-     980,113.5   (mgal)                       NAVD 88
 JV1735
 JV1735  VERT ORDER  -  SECOND    CLASS 0
 JV1735
 JV1735.The horizontal coordinates were scaled from a topographic map and have
 JV1735.an estimated accuracy of +/- 6 seconds.
 JV1735
 JV1735.The orthometric height was determined by differential leveling
 JV1735.and adjusted by the National Geodetic Survey in June 1991..
 JV1735
 JV1735.The geoid height was determined by GEOID03.
 JV1735
 JV1735.The dynamic height is computed by dividing the NAVD 88
 JV1735.geopotential number by the normal gravity value computed on the
 JV1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1735.degrees latitude (g = 980.6199 gals.).
 JV1735
 JV1735.The modeled gravity was interpolated from observed gravity values.
 JV1735
 JV1735;                    North         East    Units  Estimated Accuracy
 JV1735;SPC PA S     -    72,030.      690,020.      MT  (+/- 180 meters Scaled)
 JV1735
 JV1735                          SUPERSEDED SURVEY CONTROL
 JV1735
 JV1735  NGVD 29 (??/??/??)  129.891  (m)          426.15   (f) ADJUSTED    2 0
 JV1735
 JV1735.Superseded values are not recommended for survey control.
 JV1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1735.See file dsdata.txt to determine how the superseded data were derived.
 JV1735
 JV1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK551266(NAD 83)
 JV1735_MARKER: DD = SURVEY DISK
 JV1735_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1735_SP_SET: BRIDGE
 JV1735_STAMPING: A 287
 JV1735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1735
 JV1735  HISTORY     - Date     Condition        Report By
 JV1735  HISTORY     - UNK      MONUMENTED       PADH
 JV1735  HISTORY     - 1961     GOOD             CGS
 JV1735  HISTORY     - 1966     GOOD             CGS
 JV1735  HISTORY     - 1987     GOOD             USPSQD
 JV1735  HISTORY     - 1988     GOOD             USPSQD
 JV1735
 JV1735                          STATION DESCRIPTION
 JV1735
 JV1735'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JV1735'AT YORK.
 JV1735'0.35 MILE NORTH ALONG U.S. HIGHWAY 111, INTERSTATE HIGHWAY 83
 JV1735'FROM THE INTERCHANGE BRIDGE OF U.S. HIGHWAY 111 AND INTERSTATE
 JV1735'HIGHWAY 83 AND U.S. HIGHWAY 30 AT THE EAST EDGE OF YORK, 21.0
 JV1735'FEET EAST OF THE CENTERLINE OF THE NORTH BOUND TRAFFIC LANE OF
 JV1735'U.S. HIGHWAY 111 AND INTERSTATE HIGHWAY 83.  SET IN TOP OF THE
 JV1735'EAST CONCRETE BANISTER, AT THE SOUTH END OF A LARGE CONCRETE
 JV1735'BRIDGE OF U.S. HIGHWAY 111 AND INTERSTATE HIGHWAY 83 OVER A
 JV1735'RAILROAD AND ABOUT 2.4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 JV1735
 JV1735                          STATION RECOVERY (1966)
 JV1735
 JV1735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JV1735'RECOVERED IN GOOD CONDITION.
 JV1735
 JV1735                          STATION RECOVERY (1987)
 JV1735
 JV1735'RECOVERY NOTE BY US POWER SQUADRON 1987 (RED)
 JV1735'RECOVERED IN GOOD CONDITION.
 JV1735
 JV1735                          STATION RECOVERY (1988)
 JV1735
 JV1735'RECOVERY NOTE BY US POWER SQUADRON 1988 (RED)
 JV1735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1579 ***********************************************************************
 LY1579  DESIGNATION -  A 288
 LY1579  PID         -  LY1579
 LY1579  STATE/COUNTY-  PA/LACKAWANNA
 LY1579  USGS QUAD   -  MOSCOW (1976)
 LY1579
 LY1579                         *CURRENT SURVEY CONTROL
 LY1579  ___________________________________________________________________
 LY1579* NAD 83(1986)-  41 19 37.     (N)    075 30 37.     (W)     SCALED    
 LY1579* NAVD 88     -       491.809  (meters)    1613.54   (feet)  ADJUSTED  
 LY1579  ___________________________________________________________________
 LY1579  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 LY1579  DYNAMIC HT  -         491.584 (meters)    1612.81  (feet)  COMP
 LY1579  MODELED GRAV-     980,149.9   (mgal)                       NAVD 88
 LY1579
 LY1579  VERT ORDER  -  SECOND    CLASS 0
 LY1579
 LY1579.The horizontal coordinates were scaled from a topographic map and have
 LY1579.an estimated accuracy of +/- 6 seconds.
 LY1579
 LY1579.The orthometric height was determined by differential leveling
 LY1579.and adjusted by the National Geodetic Survey in June 1991..
 LY1579
 LY1579.The geoid height was determined by GEOID03.
 LY1579
 LY1579.The dynamic height is computed by dividing the NAVD 88
 LY1579.geopotential number by the normal gravity value computed on the
 LY1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1579.degrees latitude (g = 980.6199 gals.).
 LY1579
 LY1579.The modeled gravity was interpolated from observed gravity values.
 LY1579
 LY1579;                    North         East    Units  Estimated Accuracy
 LY1579;SPC PA N     -   131,280.      787,480.      MT  (+/- 180 meters Scaled)
 LY1579
 LY1579                          SUPERSEDED SURVEY CONTROL
 LY1579
 LY1579  NGVD 29 (??/??/92)  492.027  (m)         1614.26   (f) ADJ UNCH    2 0
 LY1579
 LY1579.Superseded values are not recommended for survey control.
 LY1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1579.See file dsdata.txt to determine how the superseded data were derived.
 LY1579
 LY1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL572751(NAD 83)
 LY1579_MARKER: DB = BENCH MARK DISK
 LY1579_SETTING: 80 = SET IN A BOULDER
 LY1579_SP_SET: BOULDER
 LY1579_STAMPING: A 288 1961
 LY1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1579+STABILITY: SURFACE MOTION
 LY1579
 LY1579  HISTORY     - Date     Condition        Report By
 LY1579  HISTORY     - 1961     MONUMENTED       CGS
 LY1579
 LY1579                          STATION DESCRIPTION
 LY1579
 LY1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1579'0.8 MI SE FROM MOSCOW.
 LY1579'0.8 MILE SOUTH EAST ALONG THE DELAWARE LACKAWANNA AND WESTERN
 LY1579'RAILROAD FROM THE STATION IN MOSCOW, SET IN TOP CENTER OF A
 LY1579'3 FT X 2 1/2 FT X 3 FT BOULDER (SOUTH MOST BOULDER IN GROUP)
 LY1579'NEXT TO A TREE ON TOP AN OLD FILL (OR MINING PILE) ON THE SOUTH
 LY1579'WEST SIDE OF THE TRACKS, 89 FEET SOUTH WEST OF THE SOUTH WEST
 LY1579'RAIL OF THREE TRACKS, 102 FEET SOUTH OF A SIGNAL AND CALL BOX,
 LY1579'92 FEET SOUTH OF TWO ABANDONED SIGNAL FOUNDATIONS, 81 FEET DUE
 LY1579'WEST-SOUTH WEST (AND ON A MOUND) FROM TELEPHONE POLE NO. 119/40,
 LY1579'ABOUT 3 FEET ABOVE THE LEVEL OF THE GROUND AND 12 FEET ABOVE THE
 LY1579'LEVEL OF THE RAILROAD, STANDARD BENCH MARK DISK DRILLED IN
 LY1579'HORIZONTAL, STAMPED A 288 1961.  NOTE-- ALSO ABOUT 0.1 MILE NORTH
 LY1579'WEST OF CREEK UNDER TRACKS ON A CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1797 ***********************************************************************
 JV1797  DESIGNATION -  A 289
 JV1797  PID         -  JV1797
 JV1797  STATE/COUNTY-  PA/YORK
 JV1797  USGS QUAD   -  NEW FREEDOM (1974)
 JV1797
 JV1797                         *CURRENT SURVEY CONTROL
 JV1797  ___________________________________________________________________
 JV1797* NAD 83(1986)-  39 44 05.     (N)    076 39 36.     (W)     SCALED    
 JV1797* NAVD 88     -       247.597  (meters)     812.32   (feet)  ADJUSTED  
 JV1797  ___________________________________________________________________
 JV1797  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 JV1797  DYNAMIC HT  -         247.471 (meters)     811.91  (feet)  COMP
 JV1797  MODELED GRAV-     980,112.3   (mgal)                       NAVD 88
 JV1797
 JV1797  VERT ORDER  -  SECOND    CLASS 0
 JV1797
 JV1797.The horizontal coordinates were scaled from a topographic map and have
 JV1797.an estimated accuracy of +/- 6 seconds.
 JV1797
 JV1797.The orthometric height was determined by differential leveling
 JV1797.and adjusted by the National Geodetic Survey in June 1991..
 JV1797
 JV1797.The geoid height was determined by GEOID03.
 JV1797
 JV1797.The dynamic height is computed by dividing the NAVD 88
 JV1797.geopotential number by the normal gravity value computed on the
 JV1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1797.degrees latitude (g = 980.6199 gals.).
 JV1797
 JV1797.The modeled gravity was interpolated from observed gravity values.
 JV1797
 JV1797;                    North         East    Units  Estimated Accuracy
 JV1797;SPC PA S     -    45,150.      693,440.      MT  (+/- 180 meters Scaled)
 JV1797
 JV1797                          SUPERSEDED SURVEY CONTROL
 JV1797
 JV1797  NGVD 29 (??/??/??)  247.808  (m)          813.02   (f) ADJUSTED    2 0
 JV1797
 JV1797.Superseded values are not recommended for survey control.
 JV1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1797.See file dsdata.txt to determine how the superseded data were derived.
 JV1797
 JV1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ577996(NAD 83)
 JV1797_MARKER: DB = BENCH MARK DISK
 JV1797_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV1797_SP_SET: CULVERT
 JV1797_STAMPING: A 289 1961
 JV1797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV1797
 JV1797  HISTORY     - Date     Condition        Report By
 JV1797  HISTORY     - 1961     MONUMENTED       CGS
 JV1797
 JV1797                          STATION DESCRIPTION
 JV1797
 JV1797'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JV1797'3.4 MI SE FROM SHREWSBURY.
 JV1797'0.8 MILE EAST ALONG STATE HIGHWAY 851 FROM THE NEW YORK BANK AND
 JV1797'TRUST COMPANY BUILDING AT SHREWSBURY, THENCE 2.6 MILE SOUTH ALONG
 JV1797'U.S. HIGHWAY 111 AND INTERSTATE HIGHWAY 83, 24.0 FEET EAST OF THE
 JV1797'CENTERLINE OF THE NORTH BOUND TRAFFIC LANE OF U.S. HIGHWAY 111
 JV1797'AND INTERSTATE HIGHWAY 83 AND 3.2 FEET NORTH OF A RED METAL POST.
 JV1797'SET IN TOP OF A 14-INCH WIDE AND 6-FOOT LONG CONCRETE HEADWALL
 JV1797'AND STORM CELLAR OF AN 18-INCH ROUND CONCRETE CULVERT UNDER U.S.
 JV1797'HIGHWAY 111 AND INTERSTATE HIGHWAY 83 AND IS ABOUT 6 INCHES BELOW
 JV1797'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1367 ***********************************************************************
 LZ1367  DESIGNATION -  A 29
 LZ1367  PID         -  LZ1367
 LZ1367  STATE/COUNTY-  PA/POTTER
 LZ1367  USGS QUAD   -  GALETON (1994)
 LZ1367
 LZ1367                         *CURRENT SURVEY CONTROL
 LZ1367  ___________________________________________________________________
 LZ1367* NAD 83(1986)-  41 43 09.     (N)    077 41 01.     (W)     SCALED    
 LZ1367* NAVD 88     -       422.459  (meters)    1386.02   (feet)  ADJUSTED  
 LZ1367  ___________________________________________________________________
 LZ1367  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 LZ1367  DYNAMIC HT  -         422.283 (meters)    1385.44  (feet)  COMP
 LZ1367  MODELED GRAV-     980,192.5   (mgal)                       NAVD 88
 LZ1367
 LZ1367  VERT ORDER  -  SECOND    CLASS 0
 LZ1367
 LZ1367.The horizontal coordinates were scaled from a topographic map and have
 LZ1367.an estimated accuracy of +/- 6 seconds.
 LZ1367
 LZ1367.The orthometric height was determined by differential leveling
 LZ1367.and adjusted by the National Geodetic Survey in June 1991..
 LZ1367
 LZ1367.The geoid height was determined by GEOID03.
 LZ1367
 LZ1367.The dynamic height is computed by dividing the NAVD 88
 LZ1367.geopotential number by the normal gravity value computed on the
 LZ1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1367.degrees latitude (g = 980.6199 gals.).
 LZ1367
 LZ1367.The modeled gravity was interpolated from observed gravity values.
 LZ1367
 LZ1367;                    North         East    Units  Estimated Accuracy
 LZ1367;SPC PA N     -   172,420.      605,520.      MT  (+/- 180 meters Scaled)
 LZ1367
 LZ1367                          SUPERSEDED SURVEY CONTROL
 LZ1367
 LZ1367  NGVD 29 (??/??/92)  422.600  (m)         1386.48   (f) ADJ UNCH    2 0
 LZ1367
 LZ1367.Superseded values are not recommended for survey control.
 LZ1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1367.See file dsdata.txt to determine how the superseded data were derived.
 LZ1367
 LZ1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM767220(NAD 83)
 LZ1367_MARKER: DB = BENCH MARK DISK
 LZ1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1367_STAMPING: A 29 1934
 LZ1367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1367+STABILITY: SURFACE MOTION
 LZ1367
 LZ1367  HISTORY     - Date     Condition        Report By
 LZ1367  HISTORY     - 1934     MONUMENTED       CGS
 LZ1367  HISTORY     - 19870701 MARK NOT FOUND   LOCSUR
 LZ1367
 LZ1367                          STATION DESCRIPTION
 LZ1367
 LZ1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1367'1.9 MI W FROM GALETON.
 LZ1367'1.9 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 LZ1367'GALETON, POTTER COUNTY, ABOUT 4,500 FEET WEST OF MILEPOST 142,
 LZ1367'30 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND LEVEL WITH
 LZ1367'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED A 29 1934 AND SET
 LZ1367'IN THE TOP OF A CONCRETE POST.
 LZ1367
 LZ1367                          STATION RECOVERY (1987)
 LZ1367
 LZ1367'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (CJ)
 LZ1367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0818 ***********************************************************************
 KW0818  DESIGNATION -  A 3
 KW0818  PID         -  KW0818
 KW0818  STATE/COUNTY-  PA/LEBANON
 KW0818  USGS QUAD   -  PALMYRA (1990)
 KW0818
 KW0818                         *CURRENT SURVEY CONTROL
 KW0818  ___________________________________________________________________
 KW0818* NAD 83(1986)-  40 18 44.     (N)    076 36 01.     (W)     SCALED    
 KW0818* NAVD 88     -       137.260  (meters)     450.33   (feet)  ADJUSTED  
 KW0818  ___________________________________________________________________
 KW0818  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 KW0818  DYNAMIC HT  -         137.189 (meters)     450.09  (feet)  COMP
 KW0818  MODELED GRAV-     980,108.2   (mgal)                       NAVD 88
 KW0818
 KW0818  VERT ORDER  -  FIRST     CLASS I
 KW0818
 KW0818.The horizontal coordinates were scaled from a topographic map and have
 KW0818.an estimated accuracy of +/- 6 seconds.
 KW0818
 KW0818.The orthometric height was determined by differential leveling
 KW0818.and adjusted by the National Geodetic Survey in June 1991..
 KW0818
 KW0818.The geoid height was determined by GEOID03.
 KW0818
 KW0818.The dynamic height is computed by dividing the NAVD 88
 KW0818.geopotential number by the normal gravity value computed on the
 KW0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0818.degrees latitude (g = 980.6199 gals.).
 KW0818
 KW0818.The modeled gravity was interpolated from observed gravity values.
 KW0818
 KW0818;                    North         East    Units  Estimated Accuracy
 KW0818;SPC PA S     -   109,330.      697,720.      MT  (+/- 180 meters Scaled)
 KW0818
 KW0818                          SUPERSEDED SURVEY CONTROL
 KW0818
 KW0818  NGVD 29 (??/??/??)  137.468  (m)          451.01   (f) ADJUSTED    1 1
 KW0818
 KW0818.Superseded values are not recommended for survey control.
 KW0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0818.See file dsdata.txt to determine how the superseded data were derived.
 KW0818
 KW0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK640636(NAD 83)
 KW0818_MARKER: DB = BENCH MARK DISK
 KW0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0818_STAMPING: A 3 1929 451.010
 KW0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0818+STABILITY: SURFACE MOTION
 KW0818_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0818+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 KW0818
 KW0818  HISTORY     - Date     Condition        Report By
 KW0818  HISTORY     - 1929     MONUMENTED       CGS
 KW0818  HISTORY     - 1966     GOOD             CGS
 KW0818  HISTORY     - 1969     GOOD             CGS
 KW0818  HISTORY     - 20040319 GOOD             GEOCAC
 KW0818
 KW0818                          STATION DESCRIPTION
 KW0818
 KW0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0818'AT PALMYRA.
 KW0818'AT PALMYRA, 6 1/2 RAILS WEST OF THE WEST END OF THE READING
 KW0818'COMPANY RAILROAD STATION AT PALMYRA, 94 FEET WEST OF THE CENTER
 KW0818'LINE OF NORTH RAILROAD STREET, 50 1/2 FEET SOUTH OF THE SOUTHWEST
 KW0818'CORNER OF A PORCH OF A TWO STORY HOUSE, 64 1/2 FEET WEST OF
 KW0818'POWER POLE NUMBER 28 BEARING A STREET LIGHT, 30 1/2 FEET SOUTHWEST
 KW0818'OF A LONE PINE TREE IN A YARD, 27 FEET NORTH OF THE NORTH RAIL
 KW0818'OF THE NORTH TRACK, 4 FEET NORTH OF A SMALL CINDER BANK, 1.0
 KW0818'FOOT SOUTH OF A HEDGE, ABOUT 4.0 FEET BELOW THE LEVEL OF THE
 KW0818'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1-INCH.
 KW0818
 KW0818                          STATION RECOVERY (1969)
 KW0818
 KW0818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 KW0818'RECOVERED IN GOOD CONDITION.
 KW0818
 KW0818                          STATION RECOVERY (2004)
 KW0818
 KW0818'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0818'REMOVE REFERENCES TO CINDER BANK, HEDGE AND LONE PINE TREE. MARK IS
 KW0818'NOW APPROXIMATELY AT GROUND LEVEL AND SITS IN A LINE OF SCRUB TREES
 KW0818'SEPARATING A YARD FROM THE RAILROAD RIGHT OF WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0733 ***********************************************************************
 LZ0733  DESIGNATION -  A 30
 LZ0733  PID         -  LZ0733
 LZ0733  STATE/COUNTY-  PA/TIOGA
 LZ0733  USGS QUAD   -  CEDAR RUN (1994)
 LZ0733
 LZ0733                         *CURRENT SURVEY CONTROL
 LZ0733  ___________________________________________________________________
 LZ0733* NAD 83(1986)-  41 35 19.     (N)    077 23 08.     (W)     SCALED    
 LZ0733* NAVD 88     -       278.123  (meters)     912.48   (feet)  ADJUSTED  
 LZ0733  ___________________________________________________________________
 LZ0733  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LZ0733  DYNAMIC HT  -         278.004 (meters)     912.08  (feet)  COMP
 LZ0733  MODELED GRAV-     980,188.3   (mgal)                       NAVD 88
 LZ0733
 LZ0733  VERT ORDER  -  SECOND    CLASS 0
 LZ0733
 LZ0733.The horizontal coordinates were scaled from a topographic map and have
 LZ0733.an estimated accuracy of +/- 6 seconds.
 LZ0733
 LZ0733.The orthometric height was determined by differential leveling
 LZ0733.and adjusted by the National Geodetic Survey in June 1991..
 LZ0733
 LZ0733.The geoid height was determined by GEOID03.
 LZ0733
 LZ0733.The dynamic height is computed by dividing the NAVD 88
 LZ0733.geopotential number by the normal gravity value computed on the
 LZ0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0733.degrees latitude (g = 980.6199 gals.).
 LZ0733
 LZ0733.The modeled gravity was interpolated from observed gravity values.
 LZ0733
 LZ0733;                    North         East    Units  Estimated Accuracy
 LZ0733;SPC PA N     -   157,980.      630,390.      MT  (+/- 180 meters Scaled)
 LZ0733
 LZ0733                          SUPERSEDED SURVEY CONTROL
 LZ0733
 LZ0733  NGVD 29 (??/??/92)  278.281  (m)          912.99   (f) ADJ UNCH    2 0
 LZ0733
 LZ0733.Superseded values are not recommended for survey control.
 LZ0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0733.See file dsdata.txt to determine how the superseded data were derived.
 LZ0733
 LZ0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM011068(NAD 83)
 LZ0733_MARKER: DB = BENCH MARK DISK
 LZ0733_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0733_SP_SET: BRIDGE
 LZ0733_STAMPING: A 30 1934
 LZ0733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0733
 LZ0733  HISTORY     - Date     Condition        Report By
 LZ0733  HISTORY     - 1934     MONUMENTED       CGS
 LZ0733  HISTORY     - 20050601 GOOD             GEOCAC
 LZ0733
 LZ0733                          STATION DESCRIPTION
 LZ0733
 LZ0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0733'2.2 MI N FROM BLACKWELL.
 LZ0733'ABOUT 2.2 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD
 LZ0733'FROM BLACKWELL, TIOGA COUNTY, ABOUT 750 FEET NORTH OF MILEPOST
 LZ0733'L 129, IN THE TOP OF BRIDGE 133-C, 10 FEET WEST OF THE WEST
 LZ0733'RAIL, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.  A
 LZ0733'STANDARD DISK, STAMPED A 30 1934.
 LZ0733
 LZ0733                          STATION RECOVERY (2005)
 LZ0733
 LZ0733'RECOVERY NOTE BY GEOCACHING 2005 (JMB)
 LZ0733'I HAVE A PHOTOGRAPH OF THE DISK BUT NONE FROM THE SURROUNDINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0720 ***********************************************************************
 MA0720  DESIGNATION -  A 301
 MA0720  PID         -  MA0720
 MA0720  STATE/COUNTY-  PA/MCKEAN
 MA0720  USGS QUAD   -  CYCLONE (1981)
 MA0720
 MA0720                         *CURRENT SURVEY CONTROL
 MA0720  ___________________________________________________________________
 MA0720* NAD 83(1986)-  41 47 45.     (N)    078 35 21.     (W)     SCALED    
 MA0720* NAVD 88     -       639.839  (meters)    2099.21   (feet)  ADJUSTED  
 MA0720  ___________________________________________________________________
 MA0720  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 MA0720  DYNAMIC HT  -         639.558 (meters)    2098.28  (feet)  COMP
 MA0720  MODELED GRAV-     980,162.3   (mgal)                       NAVD 88
 MA0720
 MA0720  VERT ORDER  -  SECOND    CLASS 0
 MA0720
 MA0720.The horizontal coordinates were scaled from a topographic map and have
 MA0720.an estimated accuracy of +/- 6 seconds.
 MA0720
 MA0720.The orthometric height was determined by differential leveling
 MA0720.and adjusted by the National Geodetic Survey in June 1991..
 MA0720
 MA0720.The geoid height was determined by GEOID03.
 MA0720
 MA0720.The dynamic height is computed by dividing the NAVD 88
 MA0720.geopotential number by the normal gravity value computed on the
 MA0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0720.degrees latitude (g = 980.6199 gals.).
 MA0720
 MA0720.The modeled gravity was interpolated from observed gravity values.
 MA0720
 MA0720;                    North         East    Units  Estimated Accuracy
 MA0720;SPC PA N     -   181,270.      530,260.      MT  (+/- 180 meters Scaled)
 MA0720
 MA0720                          SUPERSEDED SURVEY CONTROL
 MA0720
 MA0720  NGVD 29 (??/??/92)  639.940  (m)         2099.54   (f) ADJ UNCH    2 0
 MA0720
 MA0720.Superseded values are not recommended for survey control.
 MA0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0720.See file dsdata.txt to determine how the superseded data were derived.
 MA0720
 MA0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG003299(NAD 83)
 MA0720_MARKER: DB = BENCH MARK DISK
 MA0720_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0720_SP_SET: CULVERT
 MA0720_STAMPING: A 301 1964
 MA0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0720+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2006
 MA0720
 MA0720  HISTORY     - Date     Condition        Report By
 MA0720  HISTORY     - 1964     MONUMENTED       CGS
 MA0720  HISTORY     - 20040308 GOOD             USPSQD
 MA0720  HISTORY     - 20060822 GOOD             USPSQD
 MA0720
 MA0720                          STATION DESCRIPTION
 MA0720
 MA0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MA0720'2.4 MI W FROM ORMSBY.
 MA0720'FROM THE POST OFFICE IN ORMSBY, GO IN A WESTERLY DIRECTION ON
 MA0720'ROUTE 59 FOR 2.45 MILES, TO THE EASTERLY ONE OF TWO STONE
 MA0720'CULVERTS ON THE NORTH SIDE OF THE HIGHWAY, 20 FEET NORTH OF THE
 MA0720'CENTERLINE OF THE HIGHWAY AND SET IN THE TOP AND CENTER OF A STONE
 MA0720'CULVERT.  A STANDARD DISK STAMPED A 301 1964.
 MA0720
 MA0720                          STATION RECOVERY (2004)
 MA0720
 MA0720'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0720'RECOVERED IN GOOD CONDITION.
 MA0720
 MA0720                          STATION RECOVERY (2006)
 MA0720
 MA0720'RECOVERY NOTE BY US POWER SQUADRON 2006 (SG)
 MA0720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2471 ***********************************************************************
 KV2471  DESIGNATION -  A 302
 KV2471  PID         -  KV2471
 KV2471  STATE/COUNTY-  PA/CHESTER
 KV2471  USGS QUAD   -  HONEY BROOK (1983)
 KV2471
 KV2471                         *CURRENT SURVEY CONTROL
 KV2471  ___________________________________________________________________
 KV2471* NAD 83(1986)-  40 05 43.     (N)    075 54 51.     (W)     SCALED    
 KV2471* NAVD 88     -       228.080  (meters)     748.29   (feet)  ADJUSTED  
 KV2471  ___________________________________________________________________
 KV2471  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KV2471  DYNAMIC HT  -         227.960 (meters)     747.90  (feet)  COMP
 KV2471  MODELED GRAV-     980,095.4   (mgal)                       NAVD 88
 KV2471
 KV2471  VERT ORDER  -  SECOND    CLASS 0
 KV2471
 KV2471.The horizontal coordinates were scaled from a topographic map and have
 KV2471.an estimated accuracy of +/- 6 seconds.
 KV2471
 KV2471.The orthometric height was determined by differential leveling
 KV2471.and adjusted by the National Geodetic Survey in June 1991..
 KV2471
 KV2471.The geoid height was determined by GEOID03.
 KV2471
 KV2471.The dynamic height is computed by dividing the NAVD 88
 KV2471.geopotential number by the normal gravity value computed on the
 KV2471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2471.degrees latitude (g = 980.6199 gals.).
 KV2471
 KV2471.The modeled gravity was interpolated from observed gravity values.
 KV2471
 KV2471;                    North         East    Units  Estimated Accuracy
 KV2471;SPC PA S     -    86,230.      756,540.      MT  (+/- 180 meters Scaled)
 KV2471
 KV2471                          SUPERSEDED SURVEY CONTROL
 KV2471
 KV2471  NGVD 29 (??/??/??)  228.326  (m)          749.10   (f) ADJUSTED    2 0
 KV2471
 KV2471.Superseded values are not recommended for survey control.
 KV2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2471.See file dsdata.txt to determine how the superseded data were derived.
 KV2471
 KV2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK220387(NAD 83)
 KV2471_MARKER: DB = BENCH MARK DISK
 KV2471_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2471_SP_SET: BUILDING
 KV2471_STAMPING: A 302 1966
 KV2471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2471+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2001
 KV2471
 KV2471  HISTORY     - Date     Condition        Report By
 KV2471  HISTORY     - 1966     MONUMENTED       CGS
 KV2471  HISTORY     - 1990     GOOD             USPSQD
 KV2471  HISTORY     - 19910330 GOOD             USPSQD
 KV2471  HISTORY     - 20000311 GOOD             USPSQD
 KV2471  HISTORY     - 20010625 GOOD             PADT
 KV2471
 KV2471                          STATION DESCRIPTION
 KV2471
 KV2471'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2471'AT HONEYBROOK.
 KV2471'AT HONEYBROOK, SET VERTICALLY IN THE NORTHWEST CORNER OF THE U.S.
 KV2471'POST OFFICE OF HONEYBROOK, 98 FEET NORTHWEST OF THE CENTERLINE OF
 KV2471'STATE HIGHWAY 10, 0.6 FOOT SOUTHEAST OF THE NORTHWEST CORNER,
 KV2471'1.0 FOOT ABOVE THE GROUND AND IS ABOUT 2 FEET ABOVE THE LEVEL OF
 KV2471'THE HIGHWAY.
 KV2471
 KV2471                          STATION RECOVERY (1990)
 KV2471
 KV2471'RECOVERY NOTE BY US POWER SQUADRON 1990 (JDC)
 KV2471'RECOVERED IN GOOD CONDITION.
 KV2471
 KV2471                          STATION RECOVERY (1991)
 KV2471
 KV2471'RECOVERY NOTE BY US POWER SQUADRON 1991 (MB)
 KV2471'RECOVERED IN GOOD CONDITION.
 KV2471
 KV2471                          STATION RECOVERY (2000)
 KV2471
 KV2471'RECOVERY NOTE BY US POWER SQUADRON 2000
 KV2471'RECOVERED IN GOOD CONDITION.
 KV2471
 KV2471                          STATION RECOVERY (2001)
 KV2471
 KV2471'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (ADR)
 KV2471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1731 ***********************************************************************
 JU1731  DESIGNATION -  A 303
 JU1731  PID         -  JU1731
 JU1731  STATE/COUNTY-  PA/CHESTER
 JU1731  USGS QUAD   -  WEST CHESTER (1996)
 JU1731
 JU1731                         *CURRENT SURVEY CONTROL
 JU1731  ___________________________________________________________________
 JU1731* NAD 83(1986)-  39 55 28.     (N)    075 37 19.     (W)     SCALED    
 JU1731* NAVD 88     -        61.343  (meters)     201.26   (feet)  ADJUSTED  
 JU1731  ___________________________________________________________________
 JU1731  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JU1731  DYNAMIC HT  -          61.314 (meters)     201.16  (feet)  COMP
 JU1731  MODELED GRAV-     980,153.8   (mgal)                       NAVD 88
 JU1731
 JU1731  VERT ORDER  -  SECOND    CLASS 0
 JU1731
 JU1731.The horizontal coordinates were scaled from a topographic map and have
 JU1731.an estimated accuracy of +/- 6 seconds.
 JU1731
 JU1731.The orthometric height was determined by differential leveling
 JU1731.and adjusted by the National Geodetic Survey in June 1991..
 JU1731
 JU1731.The geoid height was determined by GEOID03.
 JU1731
 JU1731.The dynamic height is computed by dividing the NAVD 88
 JU1731.geopotential number by the normal gravity value computed on the
 JU1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1731.degrees latitude (g = 980.6199 gals.).
 JU1731
 JU1731.The modeled gravity was interpolated from observed gravity values.
 JU1731
 JU1731;                    North         East    Units  Estimated Accuracy
 JU1731;SPC PA S     -    67,830.      781,910.      MT  (+/- 180 meters Scaled)
 JU1731
 JU1731                          SUPERSEDED SURVEY CONTROL
 JU1731
 JU1731  NGVD 29 (??/??/??)   61.637  (m)          202.22   (f) ADJUSTED    2 0
 JU1731
 JU1731.Superseded values are not recommended for survey control.
 JU1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1731.See file dsdata.txt to determine how the superseded data were derived.
 JU1731
 JU1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK468195(NAD 83)
 JU1731_MARKER: DB = BENCH MARK DISK
 JU1731_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1731_SP_SET: CULVERT
 JU1731_STAMPING: A 303 1966
 JU1731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1731
 JU1731  HISTORY     - Date     Condition        Report By
 JU1731  HISTORY     - 1966     MONUMENTED       CGS
 JU1731  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 JU1731
 JU1731                          STATION DESCRIPTION
 JU1731
 JU1731'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1731'1 MI NE FROM LENAPE.
 JU1731'1.0 MILE NORTHEAST ALONG STATE HIGHWAY 52 FROM THE RAILROAD
 JU1731'STATION IN LENAPE, 16 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY,
 JU1731'15 FEET NORTHEAST OF TELEPHONE POLE NO 499, 1.5 FEET SOUTHWEST
 JU1731'OF THE NORTHEAST END OF HEADWALL, SET IN THE TOP OF THE NORTHEAST
 JU1731'END OF SOUTHEAST HEADWALL OF A LARGE CONCRETE CULVERT AND IS
 JU1731'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 JU1731
 JU1731                          STATION RECOVERY (2000)
 JU1731
 JU1731'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU1731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0252 ***********************************************************************
 JV0252  DESIGNATION -  A 304
 JV0252  PID         -  JV0252
 JV0252  STATE/COUNTY-  PA/LANCASTER
 JV0252  USGS QUAD   -  GAP (1989)
 JV0252
 JV0252                         *CURRENT SURVEY CONTROL
 JV0252  ___________________________________________________________________
 JV0252* NAD 83(1986)-  39 59 24.     (N)    076 00 12.     (W)     SCALED    
 JV0252* NAVD 88     -       179.980  (meters)     590.48   (feet)  ADJUSTED  
 JV0252  ___________________________________________________________________
 JV0252  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 JV0252  DYNAMIC HT  -         179.888 (meters)     590.18  (feet)  COMP
 JV0252  MODELED GRAV-     980,114.3   (mgal)                       NAVD 88
 JV0252
 JV0252  VERT ORDER  -  SECOND    CLASS 0
 JV0252
 JV0252.The horizontal coordinates were scaled from a topographic map and have
 JV0252.an estimated accuracy of +/- 6 seconds.
 JV0252
 JV0252.The orthometric height was determined by differential leveling
 JV0252.and adjusted by the National Geodetic Survey in June 1991..
 JV0252
 JV0252.The geoid height was determined by GEOID03.
 JV0252
 JV0252.The dynamic height is computed by dividing the NAVD 88
 JV0252.geopotential number by the normal gravity value computed on the
 JV0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0252.degrees latitude (g = 980.6199 gals.).
 JV0252
 JV0252.The modeled gravity was interpolated from observed gravity values.
 JV0252
 JV0252;                    North         East    Units  Estimated Accuracy
 JV0252;SPC PA S     -    74,390.      749,170.      MT  (+/- 180 meters Scaled)
 JV0252
 JV0252                          SUPERSEDED SURVEY CONTROL
 JV0252
 JV0252  NGVD 29 (??/??/??)  180.247  (m)          591.36   (f) ADJUSTED    2 0
 JV0252
 JV0252.Superseded values are not recommended for survey control.
 JV0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0252.See file dsdata.txt to determine how the superseded data were derived.
 JV0252
 JV0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK143271(NAD 83)
 JV0252_MARKER: DB = BENCH MARK DISK
 JV0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV0252_STAMPING: A 304 1966
 JV0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV0252+STABILITY: SURFACE MOTION
 JV0252
 JV0252  HISTORY     - Date     Condition        Report By
 JV0252  HISTORY     - 1966     MONUMENTED       CGS
 JV0252  HISTORY     - 1970     GOOD             NGS
 JV0252  HISTORY     - 20051119 GOOD             GEOCAC
 JV0252
 JV0252                          STATION DESCRIPTION
 JV0252
 JV0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JV0252'1 MI E FROM GAP.
 JV0252'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAY 30 FROM ITS JUNCTION
 JV0252'WITH STATE HIGHWAY 41 IN GAP, 35 FEET NORTHEAST OF THE APPROXIMATE
 JV0252'CENTER OF OLD HIGHWAY 30, 26.0 FEET SOUTH OF THE CENTERLINE OF THE
 JV0252'NEW HIGHWAY, 2.0 FEET EAST OF POWER LINE POLE NO B-45, 2.0 FEET
 JV0252'EAST OF A METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE
 JV0252'POST PROJECTING 3-INCHES AND IS ABOUT LEVEL WITH THE HIGHWAY.
 JV0252
 JV0252                          STATION RECOVERY (1970)
 JV0252
 JV0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JV0252'RECOVERED IN GOOD CONDITION.
 JV0252
 JV0252                          STATION RECOVERY (2005)
 JV0252
 JV0252'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 JV0252'N 39 59 24.3 W 076 00 13.8
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0798 ***********************************************************************
 KW0798  DESIGNATION -  A 305 PADH
 KW0798  PID         -  KW0798
 KW0798  STATE/COUNTY-  PA/LANCASTER
 KW0798  USGS QUAD   -  COLUMBIA EAST (1995)
 KW0798
 KW0798                         *CURRENT SURVEY CONTROL
 KW0798  ___________________________________________________________________
 KW0798* NAD 83(1986)-  40 02 51.     (N)    076 25 18.     (W)     SCALED    
 KW0798* NAVD 88     -       141.246  (meters)     463.40   (feet)  ADJUSTED  
 KW0798  ___________________________________________________________________
 KW0798  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 KW0798  DYNAMIC HT  -         141.172 (meters)     463.16  (feet)  COMP
 KW0798  MODELED GRAV-     980,104.5   (mgal)                       NAVD 88
 KW0798
 KW0798  VERT ORDER  -  SECOND    CLASS 0
 KW0798
 KW0798.The horizontal coordinates were scaled from a topographic map and have
 KW0798.an estimated accuracy of +/- 6 seconds.
 KW0798
 KW0798.The orthometric height was determined by differential leveling
 KW0798.and adjusted by the National Geodetic Survey in June 1991..
 KW0798
 KW0798.The geoid height was determined by GEOID03.
 KW0798
 KW0798.The dynamic height is computed by dividing the NAVD 88
 KW0798.geopotential number by the normal gravity value computed on the
 KW0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0798.degrees latitude (g = 980.6199 gals.).
 KW0798
 KW0798.The modeled gravity was interpolated from observed gravity values.
 KW0798
 KW0798;                    North         East    Units  Estimated Accuracy
 KW0798;SPC PA S     -    80,150.      713,350.      MT  (+/- 180 meters Scaled)
 KW0798
 KW0798                          SUPERSEDED SURVEY CONTROL
 KW0798
 KW0798  NGVD 29 (??/??/??)  141.496  (m)          464.22   (f) ADJUSTED    2 0
 KW0798
 KW0798.Superseded values are not recommended for survey control.
 KW0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0798.See file dsdata.txt to determine how the superseded data were derived.
 KW0798
 KW0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK787339(NAD 83)
 KW0798_MARKER: DD = SURVEY DISK
 KW0798_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0798_SP_SET: OVERPASS CURBING
 KW0798_STAMPING: A 305 1966
 KW0798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0798
 KW0798  HISTORY     - Date     Condition        Report By
 KW0798  HISTORY     - 1966     MONUMENTED       PADH
 KW0798  HISTORY     - 1966     GOOD             CGS
 KW0798  HISTORY     - 1975     GOOD             PADT
 KW0798  HISTORY     - 20011029 GOOD             NGS
 KW0798  HISTORY     - 20060211 GOOD             GEOCAC
 KW0798
 KW0798                          STATION DESCRIPTION
 KW0798
 KW0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0798'4.9 MI E FROM COLUMBIA.
 KW0798'ABOUT 2.9 MILES EAST ALONG U.S. HIGHWAY 30 FROM ITS JUNCTION WITH
 KW0798'STATE HIGHWAYS 441 AND 241 IN COLUMBIA, TO THE JUNCTION OF U.S.
 KW0798'HWY. 30 BY-PASS, THENCE, NORTHEAST ALONG BY-PASS 2.0 MILES, SET
 KW0798'IN THE TOP OF THE SOUTH END OF EAST CURBING OF A OVERPASS OVER
 KW0798'BY-PASS, 20 FEET EAST OF THE CENTERLINE OF ROAD, 4 FEET NORTH OF
 KW0798'THE SOUTH END AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 KW0798
 KW0798                          STATION RECOVERY (1975)
 KW0798
 KW0798'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 KW0798'RECOVERED IN GOOD CONDITION.
 KW0798
 KW0798                          STATION RECOVERY (2001)
 KW0798
 KW0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 KW0798'RECOVERED IN GOOD CONDITION.
 KW0798
 KW0798                          STATION RECOVERY (2006)
 KW0798
 KW0798'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2108 ***********************************************************************
 JV2108  DESIGNATION -  A 306
 JV2108  PID         -  JV2108
 JV2108  STATE/COUNTY-  PA/ADAMS
 JV2108  USGS QUAD   -  BIGLERVILLE (1990)
 JV2108
 JV2108                         *CURRENT SURVEY CONTROL
 JV2108  ___________________________________________________________________
 JV2108* NAD 83(1986)-  39 54 33.     (N)    077 10 37.     (W)     SCALED    
 JV2108* NAVD 88     -       163.533  (meters)     536.52   (feet)  ADJUSTED  
 JV2108  ___________________________________________________________________
 JV2108  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 JV2108  DYNAMIC HT  -         163.445 (meters)     536.24  (feet)  COMP
 JV2108  MODELED GRAV-     980,086.6   (mgal)                       NAVD 88
 JV2108
 JV2108  VERT ORDER  -  SECOND    CLASS 0
 JV2108
 JV2108.The horizontal coordinates were scaled from a topographic map and have
 JV2108.an estimated accuracy of +/- 6 seconds.
 JV2108
 JV2108.The orthometric height was determined by differential leveling
 JV2108.and adjusted by the National Geodetic Survey in June 1991..
 JV2108
 JV2108.The geoid height was determined by GEOID03.
 JV2108
 JV2108.The dynamic height is computed by dividing the NAVD 88
 JV2108.geopotential number by the normal gravity value computed on the
 JV2108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2108.degrees latitude (g = 980.6199 gals.).
 JV2108
 JV2108.The modeled gravity was interpolated from observed gravity values.
 JV2108
 JV2108;                    North         East    Units  Estimated Accuracy
 JV2108;SPC PA S     -    64,100.      649,000.      MT  (+/- 180 meters Scaled)
 JV2108
 JV2108                          SUPERSEDED SURVEY CONTROL
 JV2108
 JV2108  NGVD 29 (??/??/??)  163.736  (m)          537.19   (f) ADJUSTED    2 0
 JV2108
 JV2108.Superseded values are not recommended for survey control.
 JV2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2108.See file dsdata.txt to determine how the superseded data were derived.
 JV2108
 JV2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK139199(NAD 83)
 JV2108_MARKER: DB = BENCH MARK DISK
 JV2108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV2108_SP_SET: BRIDGE
 JV2108_STAMPING: A 306 1966
 JV2108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV2108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV2108+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2006
 JV2108
 JV2108  HISTORY     - Date     Condition        Report By
 JV2108  HISTORY     - 1966     MONUMENTED       CGS
 JV2108  HISTORY     - 1990     GOOD             USPSQD
 JV2108  HISTORY     - 20060614 GOOD             GEOCAC
 JV2108
 JV2108                          STATION DESCRIPTION
 JV2108
 JV2108'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JV2108'3.1 MI SW FROM HEIDLERSBURG.
 JV2108'ABOUT 3.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 15 FROM ITS JUNCTION
 JV2108'WITH STATE HIGHWAY 234 IN HEIDLERSBURG, 15.5 FEET SOUTHEAST OF
 JV2108'THE CENTERLINE OF HIGHWAY, 1.0 FOOT NORTHWEST OF THE SOUTHEAST END
 JV2108'OF BRIDGE SEAT, SET IN THE TOP OF THE BRIDGE SEAT AT THE
 JV2108'SOUTHEAST CORNER OF A BRIDGE AND IS ABOUT 3 FEET BELOW THE LEVEL
 JV2108'OF THE HIGHWAY.
 JV2108
 JV2108                          STATION RECOVERY (1990)
 JV2108
 JV2108'RECOVERY NOTE BY US POWER SQUADRON 1990 (NH)
 JV2108'RECOVERED IN GOOD CONDITION.
 JV2108
 JV2108                          STATION RECOVERY (2006)
 JV2108
 JV2108'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV2108'OLD U.S. HIGHWAY 15 IS NOW OLD HARRISBURG RD. NOTE - THERE IS
 JV2108'CONSIDERABLE EROSION AROUND BRIDGE SEAT WHICH MAY BEGIN TO AFFECT
 JV2108'STABILITY OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1445 ***********************************************************************
 KW1445  DESIGNATION -  A 307 PADH
 KW1445  PID         -  KW1445
 KW1445  STATE/COUNTY-  PA/SNYDER
 KW1445  USGS QUAD   -  SUNBURY (1987)
 KW1445
 KW1445                         *CURRENT SURVEY CONTROL
 KW1445  ___________________________________________________________________
 KW1445* NAD 83(1986)-  40 48 10.     (N)    076 51 38.     (W)     SCALED    
 KW1445* NAVD 88     -       133.067  (meters)     436.57   (feet)  ADJUSTED  
 KW1445  ___________________________________________________________________
 KW1445  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KW1445  DYNAMIC HT  -         133.007 (meters)     436.37  (feet)  COMP
 KW1445  MODELED GRAV-     980,175.7   (mgal)                       NAVD 88
 KW1445
 KW1445  VERT ORDER  -  SECOND    CLASS 0
 KW1445
 KW1445.The horizontal coordinates were scaled from a topographic map and have
 KW1445.an estimated accuracy of +/- 6 seconds.
 KW1445
 KW1445.The orthometric height was determined by differential leveling
 KW1445.and adjusted by the National Geodetic Survey in June 1991..
 KW1445
 KW1445.The geoid height was determined by GEOID03.
 KW1445
 KW1445.The dynamic height is computed by dividing the NAVD 88
 KW1445.geopotential number by the normal gravity value computed on the
 KW1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1445.degrees latitude (g = 980.6199 gals.).
 KW1445
 KW1445.The modeled gravity was interpolated from observed gravity values.
 KW1445
 KW1445;                    North         East    Units  Estimated Accuracy
 KW1445;SPC PA S     -   163,540.      675,050.      MT  (+/- 180 meters Scaled)
 KW1445
 KW1445                          SUPERSEDED SURVEY CONTROL
 KW1445
 KW1445  NGVD 29 (??/??/??)  133.302  (m)          437.34   (f) ADJUSTED    2 0
 KW1445
 KW1445.Superseded values are not recommended for survey control.
 KW1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1445.See file dsdata.txt to determine how the superseded data were derived.
 KW1445
 KW1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL430185(NAD 83)
 KW1445_MARKER: DD = SURVEY DISK
 KW1445_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1445_SP_SET: BRIDGE
 KW1445_STAMPING: A 307 1966
 KW1445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1445
 KW1445  HISTORY     - Date     Condition        Report By
 KW1445  HISTORY     - 1966     MONUMENTED       PADH
 KW1445  HISTORY     - 1966     GOOD             CGS
 KW1445  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KW1445  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW1445
 KW1445                          STATION DESCRIPTION
 KW1445
 KW1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1445'AT SELINSGROVE.
 KW1445'AT SELINSGROVE, 0.3 MILE NORTH ALONG U.S. HIGHWAY 11 AND 15
 KW1445'FROM THE POST OFFICE IN SELINSGROVE, 27 FEET WEST OF THE
 KW1445'CENTERLINE OF HIGHWAY, 34 FEET NORTH OF THE NORTH RAIL OF
 KW1445'RAILROAD TRACK, 41 FEET SOUTH OF THE APPROXIMATE CENTER OF WEST
 KW1445'SPRUCE STREET, SET IN THE TOP OF THE SOUTHWEST WINGWALL OF A
 KW1445'BRIDGE AND IS ABOUT LEVEL WITH THE HIGHWAY.
 KW1445
 KW1445                          STATION RECOVERY (1987)
 KW1445
 KW1445'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 KW1445'MARK NOT FOUND.
 KW1445
 KW1445                          STATION RECOVERY (1989)
 KW1445
 KW1445'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1445'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2718 ***********************************************************************
 KW2718  DESIGNATION -  A 307 PADH RESET 1979
 KW2718  PID         -  KW2718
 KW2718  STATE/COUNTY-  PA/SNYDER
 KW2718  USGS QUAD   -  SUNBURY (1987)
 KW2718
 KW2718                         *CURRENT SURVEY CONTROL
 KW2718  ___________________________________________________________________
 KW2718* NAD 83(1986)-  40 48 10.     (N)    076 51 39.     (W)     SCALED    
 KW2718* NAVD 88     -       133.469  (meters)     437.89   (feet)  ADJUSTED  
 KW2718  ___________________________________________________________________
 KW2718  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KW2718  DYNAMIC HT  -         133.409 (meters)     437.69  (feet)  COMP
 KW2718  MODELED GRAV-     980,175.7   (mgal)                       NAVD 88
 KW2718
 KW2718  VERT ORDER  -  FIRST     CLASS II
 KW2718
 KW2718.The horizontal coordinates were scaled from a topographic map and have
 KW2718.an estimated accuracy of +/- 6 seconds.
 KW2718
 KW2718.The orthometric height was determined by differential leveling
 KW2718.and adjusted by the National Geodetic Survey in June 1991..
 KW2718
 KW2718.The geoid height was determined by GEOID03.
 KW2718
 KW2718.The dynamic height is computed by dividing the NAVD 88
 KW2718.geopotential number by the normal gravity value computed on the
 KW2718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2718.degrees latitude (g = 980.6199 gals.).
 KW2718
 KW2718.The modeled gravity was interpolated from observed gravity values.
 KW2718
 KW2718;                    North         East    Units  Estimated Accuracy
 KW2718;SPC PA S     -   163,540.      675,030.      MT  (+/- 180 meters Scaled)
 KW2718
 KW2718                          SUPERSEDED SURVEY CONTROL
 KW2718
 KW2718  NGVD 29 (??/??/??)  133.71   (m)          438.7    (f) RESET       3  
 KW2718
 KW2718.Superseded values are not recommended for survey control.
 KW2718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2718.See file dsdata.txt to determine how the superseded data were derived.
 KW2718
 KW2718_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL430185(NAD 83)
 KW2718_MARKER: DD = SURVEY DISK
 KW2718_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2718_SP_SET: BRIDGE
 KW2718_STAMPING: A 307 PDH RESET 1980 438.66
 KW2718_MARK LOGO: NGS   
 KW2718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2718
 KW2718  HISTORY     - Date     Condition        Report By
 KW2718  HISTORY     - 1979     MONUMENTED       PADT
 KW2718  HISTORY     - 1983     GOOD             NGS
 KW2718  HISTORY     - 1987     GOOD             USPSQD
 KW2718
 KW2718                          STATION DESCRIPTION
 KW2718
 KW2718'DESCRIBED BY PA DEPT OF TRANSP 1979
 KW2718'AT SELINSGROVE.
 KW2718'LOCATED 0.3 MILE N ALONG US HIGHWAYS 11 AND 15 BUSINESS FROM  THE
 KW2718'POST OFFICE SELINSGROVE, 35.5 FT NW OF THE N RAIL OF A RAILROAD
 KW2718'TRACK WHERE IT JUNCTIONS WITH THE CENTERLINE OF MARKET ST.  IN
 KW2718'THE N PART OF SELINSGROVE, 43 FT S OF THE CENTER OF SPRUCE ST, 27 FT
 KW2718'W OF THE CENTER OF US HIGHWAY 11 AND 15 (MARKET ST), 17 FT SSW OF A
 KW2718'POWERLINE POLE #1050L 57236 24617 553648 AND 1 FT SW OF THE S CORNER
 KW2718'OF THE W 16 FT PARAPET WALL OF THE SMALL BRIDGE.
 KW2718
 KW2718                          STATION RECOVERY (1983)
 KW2718
 KW2718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KW2718'RECOVERED IN GOOD CONDITION.
 KW2718
 KW2718                          STATION RECOVERY (1987)
 KW2718
 KW2718'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 KW2718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1189 ***********************************************************************
 KW1189  DESIGNATION -  A 308 PADH
 KW1189  PID         -  KW1189
 KW1189  STATE/COUNTY-  PA/PERRY
 KW1189  USGS QUAD   -  HALIFAX (1977)
 KW1189
 KW1189                         *CURRENT SURVEY CONTROL
 KW1189  ___________________________________________________________________
 KW1189* NAD 83(1986)-  40 28 54.     (N)    076 56 58.     (W)     SCALED    
 KW1189* NAVD 88     -       110.425  (meters)     362.29   (feet)  ADJUSTED  
 KW1189  ___________________________________________________________________
 KW1189  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KW1189  DYNAMIC HT  -         110.372 (meters)     362.11  (feet)  COMP
 KW1189  MODELED GRAV-     980,142.3   (mgal)                       NAVD 88
 KW1189
 KW1189  VERT ORDER  -  FIRST     CLASS II
 KW1189
 KW1189.The horizontal coordinates were scaled from a topographic map and have
 KW1189.an estimated accuracy of +/- 6 seconds.
 KW1189
 KW1189.The orthometric height was determined by differential leveling
 KW1189.and adjusted by the National Geodetic Survey in June 1991..
 KW1189
 KW1189.The geoid height was determined by GEOID03.
 KW1189
 KW1189.The dynamic height is computed by dividing the NAVD 88
 KW1189.geopotential number by the normal gravity value computed on the
 KW1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1189.degrees latitude (g = 980.6199 gals.).
 KW1189
 KW1189.The modeled gravity was interpolated from observed gravity values.
 KW1189
 KW1189;                    North         East    Units  Estimated Accuracy
 KW1189;SPC PA S     -   127,810.      667,880.      MT  (+/- 180 meters Scaled)
 KW1189
 KW1189                          SUPERSEDED SURVEY CONTROL
 KW1189
 KW1189  NGVD 29 (??/??/??)  110.668  (m)          363.08   (f) ADJUSTED    1 2
 KW1189
 KW1189.Superseded values are not recommended for survey control.
 KW1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1189.See file dsdata.txt to determine how the superseded data were derived.
 KW1189
 KW1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK347830(NAD 83)
 KW1189_MARKER: DD = SURVEY DISK
 KW1189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1189_SP_SET: CULVERT
 KW1189_STAMPING: A 308 1966
 KW1189_MARK LOGO: PADH  
 KW1189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1189
 KW1189  HISTORY     - Date     Condition        Report By
 KW1189  HISTORY     - 1966     MONUMENTED       PADH
 KW1189  HISTORY     - 1966     GOOD             CGS
 KW1189  HISTORY     - 1983     GOOD             NGS
 KW1189  HISTORY     - 19980502 MARK NOT FOUND   USPSQD
 KW1189
 KW1189                          STATION DESCRIPTION
 KW1189
 KW1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1189'5.3 MI N FROM AMITY HALL.
 KW1189'ABOUT 5.3 MILES NORTH ALONG U.S. HIGHWAYS 11 AND 15 FROM THE
 KW1189'JUNCTION OF U.S. HIGHWAYS 11, 15, 22, AND 322 AT AMITY HALL, 57
 KW1189'FEET EAST OF THE APPROXIMATE CENTER OF HIGHWAY, SET IN THE TOP
 KW1189'OF THE SOUTHEAST WINGWALL OF A LARGE BOX CULVERT AND IS ABOUT
 KW1189'13 FEET BELOW THE LEVEL OF THE HIGHWAY.
 KW1189
 KW1189                          STATION RECOVERY (1983)
 KW1189
 KW1189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KW1189'RECOVERED IN GOOD CONDITION.
 KW1189
 KW1189                          STATION RECOVERY (1998)
 KW1189
 KW1189'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW1189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1739 ***********************************************************************
 KW1739  DESIGNATION -  A 309
 KW1739  PID         -  KW1739
 KW1739  STATE/COUNTY-  PA/PERRY
 KW1739  USGS QUAD   -  MILLERSTOWN (1978)
 KW1739
 KW1739                         *CURRENT SURVEY CONTROL
 KW1739  ___________________________________________________________________
 KW1739* NAD 83(1986)-  40 33 44.     (N)    077 10 02.     (W)     SCALED    
 KW1739* NAVD 88     -       133.664  (meters)     438.53   (feet)  ADJUSTED  
 KW1739  ___________________________________________________________________
 KW1739  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KW1739  DYNAMIC HT  -         133.601 (meters)     438.32  (feet)  COMP
 KW1739  MODELED GRAV-     980,151.6   (mgal)                       NAVD 88
 KW1739
 KW1739  VERT ORDER  -  SECOND    CLASS 0
 KW1739
 KW1739.The horizontal coordinates were scaled from a topographic map and have
 KW1739.an estimated accuracy of +/- 6 seconds.
 KW1739
 KW1739.The orthometric height was determined by differential leveling
 KW1739.and adjusted by the National Geodetic Survey in June 1991..
 KW1739
 KW1739.The geoid height was determined by GEOID03.
 KW1739
 KW1739.The dynamic height is computed by dividing the NAVD 88
 KW1739.geopotential number by the normal gravity value computed on the
 KW1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1739.degrees latitude (g = 980.6199 gals.).
 KW1739
 KW1739.The modeled gravity was interpolated from observed gravity values.
 KW1739
 KW1739;                    North         East    Units  Estimated Accuracy
 KW1739;SPC PA S     -   136,610.      649,350.      MT  (+/- 180 meters Scaled)
 KW1739
 KW1739                          SUPERSEDED SURVEY CONTROL
 KW1739
 KW1739  NGVD 29 (??/??/??)  133.885  (m)          439.25   (f) ADJUSTED    2 0
 KW1739
 KW1739.Superseded values are not recommended for survey control.
 KW1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1739.See file dsdata.txt to determine how the superseded data were derived.
 KW1739
 KW1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK165924(NAD 83)
 KW1739_MARKER: DB = BENCH MARK DISK
 KW1739_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1739_SP_SET: CULVERT
 KW1739_STAMPING: A 309 1966
 KW1739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1739
 KW1739  HISTORY     - Date     Condition        Report By
 KW1739  HISTORY     - 1966     MONUMENTED       CGS
 KW1739
 KW1739                          STATION DESCRIPTION
 KW1739
 KW1739'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1739'1 MI NW FROM MILLERSTOWN.
 KW1739'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 22 AND 322 FROM THE
 KW1739'POST OFFICE IN MILLERSTOWN, 15 FEET NORTHEAST OF THE CENTERLINE
 KW1739'OF THE HIGHWAY, 1.5 FEET SOUTH OF THE NORTHEND OF HEADWALL,
 KW1739'SET IN THE TOP OF THE EAST HEADWALL OF A CONCRETE CULVERT AND
 KW1739'IS ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- THIS MARK IS ON THE
 KW1739'OLD HIGHWAY, THE NEW HIGHWAY IS NOW UNDER CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0655 ***********************************************************************
 LZ0655  DESIGNATION -  A 31
 LZ0655  PID         -  LZ0655
 LZ0655  STATE/COUNTY-  PA/TIOGA
 LZ0655  USGS QUAD   -  JACKSON SUMMIT (1986)
 LZ0655
 LZ0655                         *CURRENT SURVEY CONTROL
 LZ0655  ___________________________________________________________________
 LZ0655* NAD 83(1986)-  41 57 24.     (N)    077 07 02.     (W)     SCALED    
 LZ0655* NAVD 88     -       306.722  (meters)    1006.30   (feet)  ADJUSTED  
 LZ0655  ___________________________________________________________________
 LZ0655  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 LZ0655  DYNAMIC HT  -         306.609 (meters)    1005.93  (feet)  COMP
 LZ0655  MODELED GRAV-     980,244.3   (mgal)                       NAVD 88
 LZ0655
 LZ0655  VERT ORDER  -  SECOND    CLASS 0
 LZ0655
 LZ0655.The horizontal coordinates were scaled from a topographic map and have
 LZ0655.an estimated accuracy of +/- 6 seconds.
 LZ0655
 LZ0655.The orthometric height was determined by differential leveling
 LZ0655.and adjusted by the National Geodetic Survey in June 1991..
 LZ0655
 LZ0655.The geoid height was determined by GEOID03.
 LZ0655
 LZ0655.The dynamic height is computed by dividing the NAVD 88
 LZ0655.geopotential number by the normal gravity value computed on the
 LZ0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0655.degrees latitude (g = 980.6199 gals.).
 LZ0655
 LZ0655.The modeled gravity was interpolated from observed gravity values.
 LZ0655
 LZ0655;                    North         East    Units  Estimated Accuracy
 LZ0655;SPC PA N     -   198,980.      652,460.      MT  (+/- 180 meters Scaled)
 LZ0655
 LZ0655                          SUPERSEDED SURVEY CONTROL
 LZ0655
 LZ0655  NGVD 29 (??/??/92)  306.87   (m)         1006.8    (f) COMPUTED    2 0
 LZ0655
 LZ0655.Superseded values are not recommended for survey control.
 LZ0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0655.See file dsdata.txt to determine how the superseded data were derived.
 LZ0655
 LZ0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM245471(NAD 83)
 LZ0655_MARKER: DB = BENCH MARK DISK
 LZ0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0655_STAMPING: A 31 1934
 LZ0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0655+STABILITY: SURFACE MOTION
 LZ0655
 LZ0655  HISTORY     - Date     Condition        Report By
 LZ0655  HISTORY     - 1934     MONUMENTED       CGS
 LZ0655  HISTORY     - 19991001 GOOD             PADT
 LZ0655
 LZ0655                          STATION DESCRIPTION
 LZ0655
 LZ0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0655'4 MI N FROM TIOGA.
 LZ0655'4 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM TIOGA,
 LZ0655'TIOGA COUNTY, ABOUT 80 FEET SOUTH OF THE STATION AT BEEMAN, ABOUT
 LZ0655'900 FEET NORTH OF MILEPOST L 89, IN THE YARD OF LIGER WEAVER,
 LZ0655'30 FEET EAST OF THE EAST RAIL, AND LEVEL WITH THE TOP OF THE
 LZ0655'RAIL.  A STANDARD DISK, STAMPED A 31 1934 AND SET IN THE TOP OF A
 LZ0655'CONCRETE POST.
 LZ0655
 LZ0655                          STATION RECOVERY (1999)
 LZ0655
 LZ0655'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (EAA)
 LZ0655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1767 ***********************************************************************
 KW1767  DESIGNATION -  A 310
 KW1767  PID         -  KW1767
 KW1767  STATE/COUNTY-  PA/MIFFLIN
 KW1767  USGS QUAD   -  ALFARATA (1978)
 KW1767
 KW1767                         *CURRENT SURVEY CONTROL
 KW1767  ___________________________________________________________________
 KW1767* NAD 83(1986)-  40 38 36.     (N)    077 29 38.     (W)     SCALED    
 KW1767* NAVD 88     -       187.507  (meters)     615.18   (feet)  ADJUSTED  
 KW1767  ___________________________________________________________________
 KW1767  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KW1767  DYNAMIC HT  -         187.419 (meters)     614.89  (feet)  COMP
 KW1767  MODELED GRAV-     980,147.1   (mgal)                       NAVD 88
 KW1767
 KW1767  VERT ORDER  -  SECOND    CLASS 0
 KW1767
 KW1767.The horizontal coordinates were scaled from a topographic map and have
 KW1767.an estimated accuracy of +/- 6 seconds.
 KW1767
 KW1767.The orthometric height was determined by differential leveling
 KW1767.and adjusted by the National Geodetic Survey in June 1991..
 KW1767
 KW1767.The geoid height was determined by GEOID03.
 KW1767
 KW1767.The dynamic height is computed by dividing the NAVD 88
 KW1767.geopotential number by the normal gravity value computed on the
 KW1767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1767.degrees latitude (g = 980.6199 gals.).
 KW1767
 KW1767.The modeled gravity was interpolated from observed gravity values.
 KW1767
 KW1767;                    North         East    Units  Estimated Accuracy
 KW1767;SPC PA S     -   145,490.      621,660.      MT  (+/- 180 meters Scaled)
 KW1767
 KW1767                          SUPERSEDED SURVEY CONTROL
 KW1767
 KW1767  NGVD 29 (??/??/??)  187.716  (m)          615.86   (f) ADJUSTED    2 0
 KW1767
 KW1767.Superseded values are not recommended for survey control.
 KW1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1767.See file dsdata.txt to determine how the superseded data were derived.
 KW1767
 KW1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL891021(NAD 83)
 KW1767_MARKER: DB = BENCH MARK DISK
 KW1767_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1767_SP_SET: CATCH BASIN
 KW1767_STAMPING: A 310 1966
 KW1767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1767
 KW1767  HISTORY     - Date     Condition        Report By
 KW1767  HISTORY     - 1966     MONUMENTED       CGS
 KW1767
 KW1767                          STATION DESCRIPTION
 KW1767
 KW1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1767'4.7 MI NE FROM LEWISTOWN.
 KW1767'4.7 MILES NORTHEAST ALONG U.S. HIGHWAY 522 FROM ITS JUNCTION WITH
 KW1767'U.S. HIGHWAY 322 BY-PASS AT THE NORTHEAST EDGE OF LEWISTOWN, 90
 KW1767'FEET EAST OF A PRIVATE BLACKTOP DRIVEWAY, 18.5 FEET SOUTH OF THE
 KW1767'CENTERLINE OF HIGHWAY, 14 FEET NORTHEAST OF POLE NO 182, SET
 KW1767'IN THE TOP OF THE BACKWALL OF A CATCHBASIN, 0.7 FOOT EAST OF THE
 KW1767'WEST END OF THE BASIN AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF
 KW1767'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2254 ***********************************************************************
 KW2254  DESIGNATION -  A 311 PADH
 KW2254  PID         -  KW2254
 KW2254  STATE/COUNTY-  PA/MIFFLIN
 KW2254  USGS QUAD   -  MC VEYTOWN (1971)
 KW2254
 KW2254                         *CURRENT SURVEY CONTROL
 KW2254  ___________________________________________________________________
 KW2254* NAD 83(1986)-  40 29 38.     (N)    077 44 32.     (W)     SCALED    
 KW2254* NAVD 88     -       153.486  (meters)     503.56   (feet)  ADJUSTED  
 KW2254  ___________________________________________________________________
 KW2254  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KW2254  DYNAMIC HT  -         153.409 (meters)     503.31  (feet)  COMP
 KW2254  MODELED GRAV-     980,118.2   (mgal)                       NAVD 88
 KW2254
 KW2254  VERT ORDER  -  SECOND    CLASS 0
 KW2254
 KW2254.The horizontal coordinates were scaled from a topographic map and have
 KW2254.an estimated accuracy of +/- 6 seconds.
 KW2254
 KW2254.The orthometric height was determined by differential leveling
 KW2254.and adjusted by the National Geodetic Survey in June 1991..
 KW2254
 KW2254.The geoid height was determined by GEOID03.
 KW2254
 KW2254.The dynamic height is computed by dividing the NAVD 88
 KW2254.geopotential number by the normal gravity value computed on the
 KW2254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2254.degrees latitude (g = 980.6199 gals.).
 KW2254
 KW2254.The modeled gravity was interpolated from observed gravity values.
 KW2254
 KW2254;                    North         East    Units  Estimated Accuracy
 KW2254;SPC PA S     -   128,860.      600,660.      MT  (+/- 180 meters Scaled)
 KW2254
 KW2254                          SUPERSEDED SURVEY CONTROL
 KW2254
 KW2254  NGVD 29 (??/??/??)  153.686  (m)          504.22   (f) ADJUSTED    2 0
 KW2254
 KW2254.Superseded values are not recommended for survey control.
 KW2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2254.See file dsdata.txt to determine how the superseded data were derived.
 KW2254
 KW2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK676861(NAD 83)
 KW2254_MARKER: DD = SURVEY DISK
 KW2254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2254_SP_SET: BRIDGE
 KW2254_STAMPING: A 311 1966
 KW2254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2254
 KW2254  HISTORY     - Date     Condition        Report By
 KW2254  HISTORY     - 1966     MONUMENTED       PADH
 KW2254  HISTORY     - 1967     GOOD             CGS
 KW2254  HISTORY     - 1975     GOOD             PADT
 KW2254
 KW2254                          STATION DESCRIPTION
 KW2254
 KW2254'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KW2254'AT MC VEYTOWN.
 KW2254'AT MC VEYTOWN, 0.3 MILE WEST ALONG U.S. HIGHWAY 22 AND 522 FROM
 KW2254'THE POST OFFICE IN MC VEYTOWN, SET IN THE TOP OF THE NORTHEAST
 KW2254'WINGWALL OF A BRIDGE, 20 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 KW2254'AND IS ABOUT 2.0 FEET BELOW THE LEVEL OF THE HIGHWAY.
 KW2254
 KW2254                          STATION RECOVERY (1975)
 KW2254
 KW2254'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 KW2254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0234 ***********************************************************************
 KX0234  DESIGNATION -  A 312
 KX0234  PID         -  KX0234
 KX0234  STATE/COUNTY-  PA/HUNTINGDON
 KX0234  USGS QUAD   -  SPRUCE CREEK (1977)
 KX0234
 KX0234                         *CURRENT SURVEY CONTROL
 KX0234  ___________________________________________________________________
 KX0234* NAD 83(1986)-  40 33 13.     (N)    078 09 57.     (W)     SCALED    
 KX0234* NAVD 88     -       320.111  (meters)    1050.23   (feet)  ADJUSTED  
 KX0234  ___________________________________________________________________
 KX0234  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KX0234  DYNAMIC HT  -         319.950 (meters)    1049.70  (feet)  COMP
 KX0234  MODELED GRAV-     980,113.4   (mgal)                       NAVD 88
 KX0234
 KX0234  VERT ORDER  -  SECOND    CLASS 0
 KX0234
 KX0234.The horizontal coordinates were scaled from a topographic map and have
 KX0234.an estimated accuracy of +/- 6 seconds.
 KX0234
 KX0234.The orthometric height was determined by differential leveling
 KX0234.and adjusted by the National Geodetic Survey in June 1991..
 KX0234
 KX0234.The geoid height was determined by GEOID03.
 KX0234
 KX0234.The dynamic height is computed by dividing the NAVD 88
 KX0234.geopotential number by the normal gravity value computed on the
 KX0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0234.degrees latitude (g = 980.6199 gals.).
 KX0234
 KX0234.The modeled gravity was interpolated from observed gravity values.
 KX0234
 KX0234;                    North         East    Units  Estimated Accuracy
 KX0234;SPC PA S     -   135,580.      564,780.      MT  (+/- 180 meters Scaled)
 KX0234
 KX0234                          SUPERSEDED SURVEY CONTROL
 KX0234
 KX0234  NGVD 29 (??/??/92)  320.304  (m)         1050.86   (f) ADJ UNCH    2 0
 KX0234
 KX0234.Superseded values are not recommended for survey control.
 KX0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0234.See file dsdata.txt to determine how the superseded data were derived.
 KX0234
 KX0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE399930(NAD 83)
 KX0234_MARKER: DB = BENCH MARK DISK
 KX0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0234_STAMPING: A 312 1966
 KX0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0234+STABILITY: SURFACE MOTION
 KX0234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KX0234+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2006
 KX0234
 KX0234  HISTORY     - Date     Condition        Report By
 KX0234  HISTORY     - 1966     MONUMENTED       CGS
 KX0234  HISTORY     - 1967     GOOD             NGS
 KX0234  HISTORY     - 20060203 GOOD             PADT
 KX0234
 KX0234                          STATION DESCRIPTION
 KX0234
 KX0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0234'12.9 MI NW FROM HUNTINGDON.
 KX0234'ABOUT 12.9 MILES NORTHWEST ALONG U.S. HIGHWAY 22 FROM THE BRIDGE
 KX0234'OVER JUNIATA RIVER IN HUNTINGDON, SET IN THE TOP OF A
 KX0234'CONCRETE POST PROJECTING 3-INCHES, 31 FEET SOUTH OF THE
 KX0234'CENTERLINE OF HIGHWAY, 1.5 FEET WEST OF POWERLINE POLE NO A113,
 KX0234'1.0 FOOT NORTHWEST OF A METAL WITNESS SIGN AND IS ABOUT LEVEL
 KX0234'WITH THE HIGHWAY.
 KX0234
 KX0234                          STATION RECOVERY (2006)
 KX0234
 KX0234'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (GL)
 KX0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0393 ***********************************************************************
 KX0393  DESIGNATION -  A 313
 KX0393  PID         -  KX0393
 KX0393  STATE/COUNTY-  PA/BLAIR
 KX0393  USGS QUAD   -  ROARING SPRING (1987)
 KX0393
 KX0393                         *CURRENT SURVEY CONTROL
 KX0393  ___________________________________________________________________
 KX0393* NAD 83(1986)-  40 21 52.     (N)    078 25 48.     (W)     SCALED    
 KX0393* NAVD 88     -       307.378  (meters)    1008.46   (feet)  ADJUSTED  
 KX0393  ___________________________________________________________________
 KX0393  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KX0393  DYNAMIC HT  -         307.213 (meters)    1007.91  (feet)  COMP
 KX0393  MODELED GRAV-     980,080.2   (mgal)                       NAVD 88
 KX0393
 KX0393  VERT ORDER  -  SECOND    CLASS 0
 KX0393
 KX0393.The horizontal coordinates were scaled from a topographic map and have
 KX0393.an estimated accuracy of +/- 6 seconds.
 KX0393
 KX0393.The orthometric height was determined by differential leveling
 KX0393.and adjusted by the National Geodetic Survey in June 1991..
 KX0393
 KX0393.The geoid height was determined by GEOID03.
 KX0393
 KX0393.The dynamic height is computed by dividing the NAVD 88
 KX0393.geopotential number by the normal gravity value computed on the
 KX0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0393.degrees latitude (g = 980.6199 gals.).
 KX0393
 KX0393.The modeled gravity was interpolated from observed gravity values.
 KX0393
 KX0393;                    North         East    Units  Estimated Accuracy
 KX0393;SPC PA S     -   114,710.      542,250.      MT  (+/- 180 meters Scaled)
 KX0393
 KX0393                          SUPERSEDED SURVEY CONTROL
 KX0393
 KX0393  NGVD 29 (??/??/92)  307.535  (m)         1008.97   (f) ADJ UNCH    2 0
 KX0393
 KX0393.Superseded values are not recommended for survey control.
 KX0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0393.See file dsdata.txt to determine how the superseded data were derived.
 KX0393
 KX0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE182713(NAD 83)
 KX0393_MARKER: DD = SURVEY DISK
 KX0393_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0393_SP_SET: BRIDGE
 KX0393_STAMPING: A 313 1967
 KX0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0393
 KX0393  HISTORY     - Date     Condition        Report By
 KX0393  HISTORY     - 1967     MONUMENTED       PADT
 KX0393  HISTORY     - 1967     GOOD             NGS
 KX0393
 KX0393                          STATION DESCRIPTION
 KX0393
 KX0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0393'2 MI S FROM NEWRY.
 KX0393'2.0 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE,
 KX0393'SET IN THE TOP OF THE SOUTHEAST WINGWALL OF A BRIDGE, 21.0
 KX0393'FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY AND ABOUT LEVEL WITH
 KX0393'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0628 ***********************************************************************
 KX0628  DESIGNATION -  A 314
 KX0628  PID         -  KX0628
 KX0628  STATE/COUNTY-  PA/BEDFORD
 KX0628  USGS QUAD   -  BEDFORD (1987)
 KX0628
 KX0628                         *CURRENT SURVEY CONTROL
 KX0628  ___________________________________________________________________
 KX0628* NAD 83(1986)-  40 03 51.     (N)    078 30 41.     (W)     SCALED    
 KX0628* NAVD 88     -       336.139  (meters)    1102.82   (feet)  ADJUSTED  
 KX0628  ___________________________________________________________________
 KX0628  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KX0628  DYNAMIC HT  -         335.949 (meters)    1102.19  (feet)  COMP
 KX0628  MODELED GRAV-     980,051.8   (mgal)                       NAVD 88
 KX0628
 KX0628  VERT ORDER  -  SECOND    CLASS 0
 KX0628
 KX0628.The horizontal coordinates were scaled from a topographic map and have
 KX0628.an estimated accuracy of +/- 6 seconds.
 KX0628
 KX0628.The orthometric height was determined by differential leveling
 KX0628.and adjusted by the National Geodetic Survey in June 1991..
 KX0628
 KX0628.The geoid height was determined by GEOID03.
 KX0628
 KX0628.The dynamic height is computed by dividing the NAVD 88
 KX0628.geopotential number by the normal gravity value computed on the
 KX0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0628.degrees latitude (g = 980.6199 gals.).
 KX0628
 KX0628.The modeled gravity was interpolated from observed gravity values.
 KX0628
 KX0628;                    North         East    Units  Estimated Accuracy
 KX0628;SPC PA S     -    81,430.      535,050.      MT  (+/- 180 meters Scaled)
 KX0628
 KX0628                          SUPERSEDED SURVEY CONTROL
 KX0628
 KX0628  NGVD 29 (??/??/92)  336.298  (m)         1103.34   (f) ADJ UNCH    2 0
 KX0628
 KX0628.Superseded values are not recommended for survey control.
 KX0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0628.See file dsdata.txt to determine how the superseded data were derived.
 KX0628
 KX0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE122378(NAD 83)
 KX0628_MARKER: DB = BENCH MARK DISK
 KX0628_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0628_SP_SET: HEADWALL
 KX0628_STAMPING: A 314 1967
 KX0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0628
 KX0628  HISTORY     - Date     Condition        Report By
 KX0628  HISTORY     - 1967     MONUMENTED       CGS
 KX0628
 KX0628                          STATION DESCRIPTION
 KX0628
 KX0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0628'3.3 MI N FROM BEDFORD.
 KX0628'ABOUT 3.3 MILES NORTH ALONG U.S. HIGHWAY 220 FROM THE JUNCTION
 KX0628'OF U.S. HIGHWAY 220 AND 30 (PITT STREET), SET IN THE TOP OF THE
 KX0628'WEST HEADWALL AT THE NORTH END, 29.0 FEET WEST OF THE CENTERLINE
 KX0628'OF HIGHWAY, 1.0 FOOT SOUTH OF THE NORTH END OF HEADWALL AND 4.0
 KX0628'FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0591 ***********************************************************************
 KX0591  DESIGNATION -  A 315
 KX0591  PID         -  KX0591
 KX0591  STATE/COUNTY-  PA/CAMBRIA
 KX0591  USGS QUAD   -  CRESSON (1984)
 KX0591
 KX0591                         *CURRENT SURVEY CONTROL
 KX0591  ___________________________________________________________________
 KX0591* NAD 83(1986)-  40 27 37.     (N)    078 36 39.     (W)     SCALED    
 KX0591* NAVD 88     -       618.992  (meters)    2030.81   (feet)  ADJUSTED  
 KX0591  ___________________________________________________________________
 KX0591  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KX0591  DYNAMIC HT  -         618.641 (meters)    2029.66  (feet)  COMP
 KX0591  MODELED GRAV-     980,037.7   (mgal)                       NAVD 88
 KX0591
 KX0591  VERT ORDER  -  SECOND    CLASS 0
 KX0591
 KX0591.The horizontal coordinates were scaled from a topographic map and have
 KX0591.an estimated accuracy of +/- 6 seconds.
 KX0591
 KX0591.The orthometric height was determined by differential leveling
 KX0591.and adjusted by the National Geodetic Survey in June 1991..
 KX0591
 KX0591.The geoid height was determined by GEOID03.
 KX0591
 KX0591.The dynamic height is computed by dividing the NAVD 88
 KX0591.geopotential number by the normal gravity value computed on the
 KX0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0591.degrees latitude (g = 980.6199 gals.).
 KX0591
 KX0591.The modeled gravity was interpolated from observed gravity values.
 KX0591
 KX0591;                    North         East    Units  Estimated Accuracy
 KX0591;SPC PA S     -   125,490.      526,990.      MT  (+/- 180 meters Scaled)
 KX0591
 KX0591                          SUPERSEDED SURVEY CONTROL
 KX0591
 KX0591  NGVD 29 (??/??/92)  619.124  (m)         2031.24   (f) ADJ UNCH    2 0
 KX0591
 KX0591.Superseded values are not recommended for survey control.
 KX0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0591.See file dsdata.txt to determine how the superseded data were derived.
 KX0591
 KX0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE025815(NAD 83)
 KX0591_MARKER: DB = BENCH MARK DISK
 KX0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0591_STAMPING: A 315 1967
 KX0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0591+STABILITY: SURFACE MOTION
 KX0591
 KX0591  HISTORY     - Date     Condition        Report By
 KX0591  HISTORY     - 1967     MONUMENTED       CGS
 KX0591
 KX0591                          STATION DESCRIPTION
 KX0591
 KX0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0591'0.9 MI W FROM CRESSON.
 KX0591'ABOUT 0.9 MILE WEST ALONG U.S. HIGHWAY 22 FROM THE PENNSYLVANIA
 KX0591'RAILROAD OVERPASS IN CRESSON, 57 FEET NORTH OF THE CENTERLINE
 KX0591'OF HIGHWAY, 30.5 FEET SOUTH OF THE SOUTH RAIL OF A RAILROAD TRACK,
 KX0591'5.3 FEET WEST OF A TELEPHONE POLE, 1.9 FEET EAST OF A METAL
 KX0591'WITNESS SIGN, SET IN THE TOP OF A CONCRETE POST PROJECTING 2-INCHES
 KX0591'AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1184 ***********************************************************************
 KX1184  DESIGNATION -  A 316
 KX1184  PID         -  KX1184
 KX1184  STATE/COUNTY-  PA/SOMERSET
 KX1184  USGS QUAD   -  BOSWELL (1993)
 KX1184
 KX1184                         *CURRENT SURVEY CONTROL
 KX1184  ___________________________________________________________________
 KX1184* NAD 83(1986)-  40 08 21.     (N)    079 02 38.     (W)     SCALED    
 KX1184* NAVD 88     -       573.684  (meters)    1882.16   (feet)  ADJUSTED  
 KX1184  ___________________________________________________________________
 KX1184  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 KX1184  DYNAMIC HT  -         573.349 (meters)    1881.06  (feet)  COMP
 KX1184  MODELED GRAV-     980,022.9   (mgal)                       NAVD 88
 KX1184
 KX1184  VERT ORDER  -  SECOND    CLASS 0
 KX1184
 KX1184.The horizontal coordinates were scaled from a topographic map and have
 KX1184.an estimated accuracy of +/- 6 seconds.
 KX1184
 KX1184.The orthometric height was determined by differential leveling
 KX1184.and adjusted by the National Geodetic Survey in June 1991..
 KX1184
 KX1184.The geoid height was determined by GEOID03.
 KX1184
 KX1184.The dynamic height is computed by dividing the NAVD 88
 KX1184.geopotential number by the normal gravity value computed on the
 KX1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1184.degrees latitude (g = 980.6199 gals.).
 KX1184
 KX1184.The modeled gravity was interpolated from observed gravity values.
 KX1184
 KX1184;                    North         East    Units  Estimated Accuracy
 KX1184;SPC PA S     -    90,280.      489,740.      MT  (+/- 180 meters Scaled)
 KX1184
 KX1184                          SUPERSEDED SURVEY CONTROL
 KX1184
 KX1184  NGVD 29 (??/??/92)  573.811  (m)         1882.58   (f) ADJ UNCH    2 0
 KX1184
 KX1184.Superseded values are not recommended for survey control.
 KX1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1184.See file dsdata.txt to determine how the superseded data were derived.
 KX1184
 KX1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE666450(NAD 83)
 KX1184_MARKER: DB = BENCH MARK DISK
 KX1184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1184_SP_SET: CULVERT
 KX1184_STAMPING: A 316 1967
 KX1184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1184
 KX1184  HISTORY     - Date     Condition        Report By
 KX1184  HISTORY     - 1967     MONUMENTED       CGS
 KX1184
 KX1184                          STATION DESCRIPTION
 KX1184
 KX1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX1184'0.6 MI SW FROM JENNER.
 KX1184'0.6 MILE SOUTHWEST ALONG STATE HIGHWAY 601 FROM ITS JUNCTION WITH
 KX1184'U.S. HIGHWAY 30 IN JENNER, SET IN THE TOP OF THE EAST HEADWALL
 KX1184'OF A BOX CULVERT, 23.5 FEET NORTH OF THE JENNER TOWN LIMIT SIGN,
 KX1184'18 FEET SOUTH OF THE APPROXIMATE CENTER OF A FARM LANE 13 FEET
 KX1184'EAST OF THE CENTERLINE OF HIGHWAY, 1.0 FOOT SOUTH OF THE NORTH
 KX1184'END OF HEADWALL AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0771 ***********************************************************************
 KX0771  DESIGNATION -  A 317
 KX0771  PID         -  KX0771
 KX0771  STATE/COUNTY-  PA/CAMBRIA
 KX0771  USGS QUAD   -  HASTINGS (1994)
 KX0771
 KX0771                         *CURRENT SURVEY CONTROL
 KX0771  ___________________________________________________________________
 KX0771* NAD 83(1986)-  40 37 58.     (N)    078 44 40.     (W)     SCALED    
 KX0771* NAVD 88     -       493.829  (meters)    1620.17   (feet)  ADJUSTED  
 KX0771  ___________________________________________________________________
 KX0771  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KX0771  DYNAMIC HT  -         493.562 (meters)    1619.29  (feet)  COMP
 KX0771  MODELED GRAV-     980,070.6   (mgal)                       NAVD 88
 KX0771
 KX0771  VERT ORDER  -  SECOND    CLASS 0
 KX0771
 KX0771.The horizontal coordinates were scaled from a topographic map and have
 KX0771.an estimated accuracy of +/- 6 seconds.
 KX0771
 KX0771.The orthometric height was determined by differential leveling
 KX0771.and adjusted by the National Geodetic Survey in June 1991..
 KX0771
 KX0771.The geoid height was determined by GEOID03.
 KX0771
 KX0771.The dynamic height is computed by dividing the NAVD 88
 KX0771.geopotential number by the normal gravity value computed on the
 KX0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0771.degrees latitude (g = 980.6199 gals.).
 KX0771
 KX0771.The modeled gravity was interpolated from observed gravity values.
 KX0771
 KX0771;                    North         East    Units  Estimated Accuracy
 KX0771;SPC PA S     -   144,760.      515,870.      MT  (+/- 180 meters Scaled)
 KX0771
 KX0771                          SUPERSEDED SURVEY CONTROL
 KX0771
 KX0771  NGVD 29 (??/??/92)  493.988  (m)         1620.69   (f) ADJ UNCH    2 0
 KX0771
 KX0771.Superseded values are not recommended for survey control.
 KX0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0771.See file dsdata.txt to determine how the superseded data were derived.
 KX0771
 KX0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF907004(NAD 83)
 KX0771_MARKER: DB = BENCH MARK DISK
 KX0771_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0771_SP_SET: CATCH BASIN
 KX0771_STAMPING: A 317 1967
 KX0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0771
 KX0771  HISTORY     - Date     Condition        Report By
 KX0771  HISTORY     - 1967     MONUMENTED       CGS
 KX0771  HISTORY     - 1974     GOOD             PADT
 KX0771  HISTORY     - 20010201 POOR             PADT
 KX0771
 KX0771                          STATION DESCRIPTION
 KX0771
 KX0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0771'3.1 MI N FROM CARROLLTOWN.
 KX0771'3.1 MILES NORTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE AT
 KX0771'CARROLLTOWN, SET IN THE CENTER OF THE BACKWALL OF A CATCH
 KX0771'BASIN, 25.0 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 12.0
 KX0771'FEET SOUTH OF POWERLINE POLE NO. 4260, 3.8 FEET EAST OF A
 KX0771'WITNESS POST AND ABOUT 1.0 FEET ABOVE THE HIGHWAY.
 KX0771
 KX0771                          STATION RECOVERY (1974)
 KX0771
 KX0771'RECOVERY NOTE BY PA DEPT OF TRANSP 1974
 KX0771'RECOVERED IN GOOD CONDITION.
 KX0771
 KX0771                          STATION RECOVERY (2001)
 KX0771
 KX0771'RECOVERY NOTE BY PA DEPT OF TRANSP 2001
 KX0771'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0743 ***********************************************************************
 KX0743  DESIGNATION -  A 318
 KX0743  PID         -  KX0743
 KX0743  STATE/COUNTY-  PA/JEFFERSON
 KX0743  USGS QUAD   -  MC GEES MILLS (1994)
 KX0743
 KX0743                         *CURRENT SURVEY CONTROL
 KX0743  ___________________________________________________________________
 KX0743* NAD 83(1986)-  40 56 30.     (N)    078 49 03.     (W)     SCALED    
 KX0743* NAVD 88     -       509.992  (meters)    1673.20   (feet)  ADJUSTED  
 KX0743  ___________________________________________________________________
 KX0743  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KX0743  DYNAMIC HT  -         509.736 (meters)    1672.36  (feet)  COMP
 KX0743  MODELED GRAV-     980,106.9   (mgal)                       NAVD 88
 KX0743
 KX0743  VERT ORDER  -  SECOND    CLASS 0
 KX0743
 KX0743.The horizontal coordinates were scaled from a topographic map and have
 KX0743.an estimated accuracy of +/- 6 seconds.
 KX0743
 KX0743.The orthometric height was determined by differential leveling
 KX0743.and adjusted by the National Geodetic Survey in June 1991..
 KX0743
 KX0743.The geoid height was determined by GEOID03.
 KX0743
 KX0743.The dynamic height is computed by dividing the NAVD 88
 KX0743.geopotential number by the normal gravity value computed on the
 KX0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0743.degrees latitude (g = 980.6199 gals.).
 KX0743
 KX0743.The modeled gravity was interpolated from observed gravity values.
 KX0743
 KX0743;                    North         East    Units  Estimated Accuracy
 KX0743;SPC PA N     -    86,620.      510,110.      MT  (+/- 180 meters Scaled)
 KX0743
 KX0743                          SUPERSEDED SURVEY CONTROL
 KX0743
 KX0743  NGVD 29 (??/??/92)  510.139  (m)         1673.68   (f) ADJ UNCH    2 0
 KX0743
 KX0743.Superseded values are not recommended for survey control.
 KX0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0743.See file dsdata.txt to determine how the superseded data were derived.
 KX0743
 KX0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF837345(NAD 83)
 KX0743_MARKER: DB = BENCH MARK DISK
 KX0743_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0743_SP_SET: CULVERT
 KX0743_STAMPING: A 318 1967
 KX0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0743
 KX0743  HISTORY     - Date     Condition        Report By
 KX0743  HISTORY     - 1967     MONUMENTED       CGS
 KX0743
 KX0743                          STATION DESCRIPTION
 KX0743
 KX0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0743'7.6 MI NW FROM MC GEES MILLS.
 KX0743'5.0 MILES NORTHWEST ALONG STATE HIGHWAY 36 FROM ITS JUNCTION
 KX0743'WITH U.S. HIGHWAY 219 IN MC GEES MILLS TO A ASPHALT ROAD NORTH,
 KX0743'THENCE NORTH 2.6 MILES, 18 FEET EAST OF THE APPROXIMATE CENTER
 KX0743'OF ROAD, 14.5 FEET SOUTH OF A POWER LINE POLE, 1.0 FOOT SOUTH OF
 KX0743'THE NORTH END OF HEADWALL, SET IN THE TOP OF THE EAST HEADWALL
 KX0743'OF A LARGE ARCHED CONCRETE CULVERT AND IS ABOUT LEVEL WITH
 KX0743'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0799 ***********************************************************************
 KX0799  DESIGNATION -  A 319
 KX0799  PID         -  KX0799
 KX0799  STATE/COUNTY-  PA/INDIANA
 KX0799  USGS QUAD   -  STRONGSTOWN (1977)
 KX0799
 KX0799                         *CURRENT SURVEY CONTROL
 KX0799  ___________________________________________________________________
 KX0799* NAD 83(1986)-  40 32 14.     (N)    078 54 09.     (W)     SCALED    
 KX0799* NAVD 88     -       533.680  (meters)    1750.92   (feet)  ADJUSTED  
 KX0799  ___________________________________________________________________
 KX0799  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KX0799  DYNAMIC HT  -         533.385 (meters)    1749.95  (feet)  COMP
 KX0799  MODELED GRAV-     980,054.7   (mgal)                       NAVD 88
 KX0799
 KX0799  VERT ORDER  -  SECOND    CLASS 0
 KX0799
 KX0799.The horizontal coordinates were scaled from a topographic map and have
 KX0799.an estimated accuracy of +/- 6 seconds.
 KX0799
 KX0799.The orthometric height was determined by differential leveling
 KX0799.and adjusted by the National Geodetic Survey in June 1991..
 KX0799
 KX0799.The geoid height was determined by GEOID03.
 KX0799
 KX0799.The dynamic height is computed by dividing the NAVD 88
 KX0799.geopotential number by the normal gravity value computed on the
 KX0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0799.degrees latitude (g = 980.6199 gals.).
 KX0799
 KX0799.The modeled gravity was interpolated from observed gravity values.
 KX0799
 KX0799;                    North         East    Units  Estimated Accuracy
 KX0799;SPC PA S     -   134,310.      502,370.      MT  (+/- 180 meters Scaled)
 KX0799
 KX0799                          SUPERSEDED SURVEY CONTROL
 KX0799
 KX0799  NGVD 29 (??/??/92)  533.841  (m)         1751.44   (f) ADJ UNCH    2 0
 KX0799
 KX0799.Superseded values are not recommended for survey control.
 KX0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0799.See file dsdata.txt to determine how the superseded data were derived.
 KX0799
 KX0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE776895(NAD 83)
 KX0799_MARKER: DB = BENCH MARK DISK
 KX0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0799_STAMPING: A 319 1967
 KX0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0799+STABILITY: SURFACE MOTION
 KX0799
 KX0799  HISTORY     - Date     Condition        Report By
 KX0799  HISTORY     - 1967     MONUMENTED       CGS
 KX0799
 KX0799                          STATION DESCRIPTION
 KX0799
 KX0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0799'1.5 MI E FROM STRONGSTOWN.
 KX0799'1.5 MILES EAST ALONG U.S. HIGHWAY 422 FROM ITS JUNCTION WITH
 KX0799'STATE HIGHWAY 403 IN STRONGSTOWN, SET IN THE TOP OF A CONCRETE
 KX0799'POST PROJECTING 6-INCHES, 24 FEET SOUTHWEST OF THE CENTERLINE
 KX0799'OF THE HIGHWAY, 1.5 FEET NORTHEAST OF TELEPHONE POLE NO. 14-90,
 KX0799'1.5 FEET SOUTH OF A METAL WITNESS SIGN, AND IS ABOUT 2 FEET
 KX0799'ABOVE THE LEVEL OF THE HIGHWAY, 2.2 MILES WEST OF BELSAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0510 ***********************************************************************
 LZ0510  DESIGNATION -  A 32
 LZ0510  PID         -  LZ0510
 LZ0510  STATE/COUNTY-  PA/BRADFORD
 LZ0510  USGS QUAD   -  CANTON (1970)
 LZ0510
 LZ0510                         *CURRENT SURVEY CONTROL
 LZ0510  ___________________________________________________________________
 LZ0510* NAD 83(1986)-  41 39 23.     (N)    076 51 15.     (W)     SCALED    
 LZ0510* NAVD 88     -       380.269  (meters)    1247.60   (feet)  ADJUSTED  
 LZ0510  ___________________________________________________________________
 LZ0510  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 LZ0510  DYNAMIC HT  -         380.099 (meters)    1247.04  (feet)  COMP
 LZ0510  MODELED GRAV-     980,166.1   (mgal)                       NAVD 88
 LZ0510
 LZ0510  VERT ORDER  -  SECOND    CLASS 0
 LZ0510
 LZ0510.The horizontal coordinates were scaled from a topographic map and have
 LZ0510.an estimated accuracy of +/- 6 seconds.
 LZ0510
 LZ0510.The orthometric height was determined by differential leveling
 LZ0510.and adjusted by the National Geodetic Survey in June 1991..
 LZ0510
 LZ0510.The geoid height was determined by GEOID03.
 LZ0510
 LZ0510.The dynamic height is computed by dividing the NAVD 88
 LZ0510.geopotential number by the normal gravity value computed on the
 LZ0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0510.degrees latitude (g = 980.6199 gals.).
 LZ0510
 LZ0510.The modeled gravity was interpolated from observed gravity values.
 LZ0510
 LZ0510;                    North         East    Units  Estimated Accuracy
 LZ0510;SPC PA N     -   165,830.      674,620.      MT  (+/- 180 meters Scaled)
 LZ0510
 LZ0510                          SUPERSEDED SURVEY CONTROL
 LZ0510
 LZ0510  NGVD 29 (??/??/92)  380.414  (m)         1248.07   (f) ADJ UNCH    2 0
 LZ0510
 LZ0510.Superseded values are not recommended for survey control.
 LZ0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0510.See file dsdata.txt to determine how the superseded data were derived.
 LZ0510
 LZ0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM456132(NAD 83)
 LZ0510_MARKER: DB = BENCH MARK DISK
 LZ0510_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0510_SP_SET: ABUTMENT
 LZ0510_STAMPING: A 32 1934
 LZ0510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0510
 LZ0510  HISTORY     - Date     Condition        Report By
 LZ0510  HISTORY     - 1934     MONUMENTED       CGS
 LZ0510
 LZ0510                          STATION DESCRIPTION
 LZ0510
 LZ0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0510'AT CANTON.
 LZ0510'AT CANTON, BRADFORD COUNTY, ABOUT 1,600 FEET SOUTH OF THE
 LZ0510'PENNSYLVANIA RAILROAD STATION, AT PLATE-GIRDER BRIDGE 38.33 OVER
 LZ0510'UNION STREET (30-FOOT SPAN), IN THE TOP OF THE EAST SIDE OF THE
 LZ0510'SOUTH ABUTMENT, 10 FEET EAST OF THE EAST RAIL, AND ABOUT 3
 LZ0510'FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 LZ0510'A 32 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0918 ***********************************************************************
 KX0918  DESIGNATION -  A 320
 KX0918  PID         -  KX0918
 KX0918  STATE/COUNTY-  PA/INDIANA
 KX0918  USGS QUAD   -  INDIANA (1981)
 KX0918
 KX0918                         *CURRENT SURVEY CONTROL
 KX0918  ___________________________________________________________________
 KX0918* NAD 83(1986)-  40 37 23.     (N)    079 11 00.     (W)     SCALED    
 KX0918* NAVD 88     -       410.369  (meters)    1346.35   (feet)  ADJUSTED  
 KX0918  ___________________________________________________________________
 KX0918  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KX0918  DYNAMIC HT  -         410.157 (meters)    1345.66  (feet)  COMP
 KX0918  MODELED GRAV-     980,095.4   (mgal)                       NAVD 88
 KX0918
 KX0918  VERT ORDER  -  SECOND    CLASS 0
 KX0918
 KX0918.The horizontal coordinates were scaled from a topographic map and have
 KX0918.an estimated accuracy of +/- 6 seconds.
 KX0918
 KX0918.The orthometric height was determined by differential leveling
 KX0918.and adjusted by the National Geodetic Survey in June 1991..
 KX0918
 KX0918.The geoid height was determined by GEOID03.
 KX0918
 KX0918.The dynamic height is computed by dividing the NAVD 88
 KX0918.geopotential number by the normal gravity value computed on the
 KX0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0918.degrees latitude (g = 980.6199 gals.).
 KX0918
 KX0918.The modeled gravity was interpolated from observed gravity values.
 KX0918
 KX0918;                    North         East    Units  Estimated Accuracy
 KX0918;SPC PA S     -   144,190.      478,730.      MT  (+/- 180 meters Scaled)
 KX0918
 KX0918                          SUPERSEDED SURVEY CONTROL
 KX0918
 KX0918  NGVD 29 (??/??/92)  410.550  (m)         1346.95   (f) ADJ UNCH    2 0
 KX0918
 KX0918.Superseded values are not recommended for survey control.
 KX0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0918.See file dsdata.txt to determine how the superseded data were derived.
 KX0918
 KX0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE536985(NAD 83)
 KX0918_MARKER: DB = BENCH MARK DISK
 KX0918_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0918_SP_SET: CULVERT
 KX0918_STAMPING: A 320 1967
 KX0918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0918
 KX0918  HISTORY     - Date     Condition        Report By
 KX0918  HISTORY     - 1967     MONUMENTED       CGS
 KX0918
 KX0918                          STATION DESCRIPTION
 KX0918
 KX0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0918'1.6 MI W FROM INDIANA.
 KX0918'1.6 MILES WEST ALONG U.S. HIGHWAY 422 FROM THE COURTHOUSE IN
 KX0918'INDIANA, SET IN THE TOP OF APPROX CENTER OF A BOX CULVERT, 22.6
 KX0918'FEET NORTH OF CENTERLINE OF HIGHWAY, 19 FEET WEST OF A DIRT
 KX0918'ROAD, 34 FEET WEST OF TELEPHONE POLE NO. 316-1, 31.5 FEET EAST
 KX0918'OF TELEPHONE POLE NO. 100-W, SET IN FRONT OF HOUSE NO. 2005,
 KX0918'AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1635 ***********************************************************************
 KX1635  DESIGNATION -  A 321
 KX1635  PID         -  KX1635
 KX1635  STATE/COUNTY-  PA/ARMSTRONG
 KX1635  USGS QUAD   -  WORTHINGTON (1993)
 KX1635
 KX1635                         *CURRENT SURVEY CONTROL
 KX1635  ___________________________________________________________________
 KX1635* NAD 83(1986)-  40 50 56.     (N)    079 41 06.     (W)     SCALED    
 KX1635* NAVD 88     -       396.341  (meters)    1300.33   (feet)  ADJUSTED  
 KX1635  ___________________________________________________________________
 KX1635  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 KX1635  DYNAMIC HT  -         396.143 (meters)    1299.68  (feet)  COMP
 KX1635  MODELED GRAV-     980,111.5   (mgal)                       NAVD 88
 KX1635
 KX1635  VERT ORDER  -  FIRST     CLASS II
 KX1635
 KX1635.The horizontal coordinates were scaled from a topographic map and have
 KX1635.an estimated accuracy of +/- 6 seconds.
 KX1635
 KX1635.The orthometric height was determined by differential leveling
 KX1635.and adjusted by the National Geodetic Survey in June 1991..
 KX1635
 KX1635.The geoid height was determined by GEOID03.
 KX1635
 KX1635.The dynamic height is computed by dividing the NAVD 88
 KX1635.geopotential number by the normal gravity value computed on the
 KX1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1635.degrees latitude (g = 980.6199 gals.).
 KX1635
 KX1635.The modeled gravity was interpolated from observed gravity values.
 KX1635
 KX1635;                    North         East    Units  Estimated Accuracy
 KX1635;SPC PA S     -   170,070.      436,840.      MT  (+/- 180 meters Scaled)
 KX1635
 KX1635                          SUPERSEDED SURVEY CONTROL
 KX1635
 KX1635  NGVD 29 (06/03/92)  396.500  (m)         1300.85   (f) ADJUSTED    1 2
 KX1635
 KX1635.Superseded values are not recommended for survey control.
 KX1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1635.See file dsdata.txt to determine how the superseded data were derived.
 KX1635
 KX1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF108228(NAD 83)
 KX1635_MARKER: DB = BENCH MARK DISK
 KX1635_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1635_SP_SET: CULVERT
 KX1635_STAMPING: A 321 1967
 KX1635_MARK LOGO: CGS   
 KX1635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1635
 KX1635  HISTORY     - Date     Condition        Report By
 KX1635  HISTORY     - 1967     MONUMENTED       CGS
 KX1635  HISTORY     - 1983     GOOD             NGS
 KX1635
 KX1635                          STATION DESCRIPTION
 KX1635
 KX1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX1635'3 MI W FROM WORTHINGTON.
 KX1635'2.95 MILES WEST ALONG U.S. HIGHWAY 422 FROM ITS JUNCTION WITH
 KX1635'STATE HIGHWAY 228 SET IN THE TOP OF APPROX CENTER OF BACK WALL OF
 KX1635'A LID TYPE CULVERT, 23.5 FEET NORTH OF CENTERLINE OF WEST-BOUND
 KX1635'LANE OF HIGHWAY, 3.9 FEET WEST OF A METAL WITNESS POST, AND IS
 KX1635'ABOUT LEVEL WITH THE HIGHWAY.
 KX1635
 KX1635                          STATION RECOVERY (1983)
 KX1635
 KX1635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0156 ***********************************************************************
 KY0156  DESIGNATION -  A 322
 KY0156  PID         -  KY0156
 KY0156  STATE/COUNTY-  PA/BUTLER
 KY0156  USGS QUAD   -  PROSPECT (1977)
 KY0156
 KY0156                         *CURRENT SURVEY CONTROL
 KY0156  ___________________________________________________________________
 KY0156* NAD 83(1986)-  40 55 27.     (N)    080 04 59.     (W)     SCALED    
 KY0156* NAVD 88     -       360.793  (meters)    1183.70   (feet)  ADJUSTED  
 KY0156  ___________________________________________________________________
 KY0156  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KY0156  DYNAMIC HT  -         360.612 (meters)    1183.11  (feet)  COMP
 KY0156  MODELED GRAV-     980,113.9   (mgal)                       NAVD 88
 KY0156
 KY0156  VERT ORDER  -  SECOND    CLASS 0
 KY0156
 KY0156.The horizontal coordinates were scaled from a topographic map and have
 KY0156.an estimated accuracy of +/- 6 seconds.
 KY0156
 KY0156.The orthometric height was determined by differential leveling
 KY0156.and adjusted by the National Geodetic Survey in June 1991..
 KY0156
 KY0156.The geoid height was determined by GEOID03.
 KY0156
 KY0156.The dynamic height is computed by dividing the NAVD 88
 KY0156.geopotential number by the normal gravity value computed on the
 KY0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0156.degrees latitude (g = 980.6199 gals.).
 KY0156
 KY0156.The modeled gravity was interpolated from observed gravity values.
 KY0156
 KY0156;                    North         East    Units  Estimated Accuracy
 KY0156;SPC PA S     -   179,240.      403,510.      MT  (+/- 180 meters Scaled)
 KY0156
 KY0156                          SUPERSEDED SURVEY CONTROL
 KY0156
 KY0156  NGVD 29 (??/??/92)  360.923  (m)         1184.13   (f) ADJ UNCH    2 0
 KY0156
 KY0156.Superseded values are not recommended for survey control.
 KY0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0156.See file dsdata.txt to determine how the superseded data were derived.
 KY0156
 KY0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF772307(NAD 83)
 KY0156_MARKER: DD = SURVEY DISK
 KY0156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0156_SP_SET: CULVERT
 KY0156_STAMPING: A 322 1967
 KY0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0156
 KY0156  HISTORY     - Date     Condition        Report By
 KY0156  HISTORY     - 1967     MONUMENTED       PADT
 KY0156  HISTORY     - 1967     GOOD             NGS
 KY0156
 KY0156                          STATION DESCRIPTION
 KY0156
 KY0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KY0156'5.8 MI W FROM MT CHESTNUT.
 KY0156'ABOUT 5.8 MILES WEST ALONG U.S. HIGHWAY 422 FROM THE MAIN
 KY0156'CROSSROAD IN MT CHESTNUT, SET IN THE TOP OF THE SOUTHWEST
 KY0156'WINGWALL OF A LARGE BOX CULVERT, 31 FEET SOUTH OF THE
 KY0156'APPROXIMATE CENTER OF HIGHWAY, AND IS ABOUT 2 FEET BELOW THE
 KY0156'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1386 ***********************************************************************
 MA1386  DESIGNATION -  A 323
 MA1386  PID         -  MA1386
 MA1386  STATE/COUNTY-  PA/CLARION
 MA1386  USGS QUAD   -  KOSSUTH (1972)
 MA1386
 MA1386                         *CURRENT SURVEY CONTROL
 MA1386  ___________________________________________________________________
 MA1386* NAD 83(1986)-  41 16 53.     (N)    079 33 37.     (W)     SCALED    
 MA1386* NAVD 88     -       439.240  (meters)    1441.07   (feet)  ADJUSTED  
 MA1386  ___________________________________________________________________
 MA1386  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 MA1386  DYNAMIC HT  -         439.035 (meters)    1440.40  (feet)  COMP
 MA1386  MODELED GRAV-     980,144.2   (mgal)                       NAVD 88
 MA1386
 MA1386  VERT ORDER  -  SECOND    CLASS 0
 MA1386
 MA1386.The horizontal coordinates were scaled from a topographic map and have
 MA1386.an estimated accuracy of +/- 6 seconds.
 MA1386
 MA1386.The orthometric height was determined by differential leveling
 MA1386.and adjusted by the National Geodetic Survey in June 1991..
 MA1386
 MA1386.The geoid height was determined by GEOID03.
 MA1386
 MA1386.The dynamic height is computed by dividing the NAVD 88
 MA1386.geopotential number by the normal gravity value computed on the
 MA1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1386.degrees latitude (g = 980.6199 gals.).
 MA1386
 MA1386.The modeled gravity was interpolated from observed gravity values.
 MA1386
 MA1386;                    North         East    Units  Estimated Accuracy
 MA1386;SPC PA N     -   125,380.      448,360.      MT  (+/- 180 meters Scaled)
 MA1386
 MA1386                          SUPERSEDED SURVEY CONTROL
 MA1386
 MA1386  NGVD 29 (??/??/92)  439.402  (m)         1441.60   (f) ADJ UNCH    2 0
 MA1386
 MA1386.Superseded values are not recommended for survey control.
 MA1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1386.See file dsdata.txt to determine how the superseded data were derived.
 MA1386
 MA1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF205709(NAD 83)
 MA1386_MARKER: DD = SURVEY DISK
 MA1386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1386_SP_SET: CULVERT
 MA1386_STAMPING: A 323 1967
 MA1386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1386
 MA1386  HISTORY     - Date     Condition        Report By
 MA1386  HISTORY     - 1967     MONUMENTED       PADH
 MA1386  HISTORY     - 1967     GOOD             NGS
 MA1386  HISTORY     - 20000105 POOR             PADT
 MA1386
 MA1386                          STATION DESCRIPTION
 MA1386
 MA1386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1386'5.5 MI NW FROM SHIPPENVILLE.
 MA1386'TO REACH FROM THE POST OFFICE IN SHIPPENVILLE GO NORTHWEST ALONG
 MA1386'U.S. HIGHWAY 322 TO THE MARK SET IN THE TOP OF THE NORTHEAST
 MA1386'WINGWALL OF A BOX CULVERT, 21.0 FEET NORTHEAST OF THE CENTERLINE
 MA1386'OF U.S. HIGHWAY 322, 24.8 FEET NORTHWEST OF A POWER LINE POLE NO.
 MA1386'119 AND IS ABOUT LEVEL WITH THE HIGHWAY.
 MA1386
 MA1386                          STATION RECOVERY (2000)
 MA1386
 MA1386'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (ADR)
 MA1386'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1414 ***********************************************************************
 MA1414  DESIGNATION -  A 324
 MA1414  PID         -  MA1414
 MA1414  STATE/COUNTY-  PA/VENANGO
 MA1414  USGS QUAD   -  FRANKLIN (1972)
 MA1414
 MA1414                         *CURRENT SURVEY CONTROL
 MA1414  ___________________________________________________________________
 MA1414* NAD 83(1986)-  41 25 42.     (N)    079 52 27.     (W)     SCALED    
 MA1414* NAVD 88     -       313.221  (meters)    1027.63   (feet)  ADJUSTED  
 MA1414  ___________________________________________________________________
 MA1414  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 MA1414  DYNAMIC HT  -         313.085 (meters)    1027.18  (feet)  COMP
 MA1414  MODELED GRAV-     980,181.4   (mgal)                       NAVD 88
 MA1414
 MA1414  VERT ORDER  -  FIRST     CLASS II
 MA1414
 MA1414.The horizontal coordinates were scaled from a topographic map and have
 MA1414.an estimated accuracy of +/- 6 seconds.
 MA1414
 MA1414.The orthometric height was determined by differential leveling
 MA1414.and adjusted by the National Geodetic Survey in June 1991..
 MA1414
 MA1414.The geoid height was determined by GEOID03.
 MA1414
 MA1414.The dynamic height is computed by dividing the NAVD 88
 MA1414.geopotential number by the normal gravity value computed on the
 MA1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1414.degrees latitude (g = 980.6199 gals.).
 MA1414
 MA1414.The modeled gravity was interpolated from observed gravity values.
 MA1414
 MA1414;                    North         East    Units  Estimated Accuracy
 MA1414;SPC PA N     -   142,290.      422,470.      MT  (+/- 180 meters Scaled)
 MA1414
 MA1414                          SUPERSEDED SURVEY CONTROL
 MA1414
 MA1414  NGVD 29 (06/03/92)  313.375  (m)         1028.13   (f) ADJUSTED    1 2
 MA1414
 MA1414.Superseded values are not recommended for survey control.
 MA1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1414.See file dsdata.txt to determine how the superseded data were derived.
 MA1414
 MA1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF940869(NAD 83)
 MA1414_MARKER: DD = SURVEY DISK
 MA1414_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1414_SP_SET: CULVERT
 MA1414_STAMPING: A 324 1967
 MA1414_MARK LOGO: PADH  
 MA1414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1414
 MA1414  HISTORY     - Date     Condition        Report By
 MA1414  HISTORY     - 1967     MONUMENTED       PADH
 MA1414  HISTORY     - 1967     GOOD             NGS
 MA1414  HISTORY     - 1982     GOOD             NGS
 MA1414
 MA1414                          STATION DESCRIPTION
 MA1414
 MA1414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1414'4.6 MI NW FROM FRANKLIN.
 MA1414'ABOUT 4.6 MILES NORTHWEST ALONG U.S. HIGHWAY 322 FROM THE
 MA1414'COURT HOUSE IN FRANKLIN, SET IN THE TOP OF THE SOUTHEAST END
 MA1414'OF NORTHEAST HEADWALL OF A LARGE BOX CULVERT, 24 FEET NORTHEAST
 MA1414'OF THE CENTERLINE OF HIGHWAY, 0.2 FOOT NORTHWEST OF THE SOUTHEAST
 MA1414'END OF HEADWALL AND IS ABOUT LEVEL WITH THE HIGHWAY.
 MA1414
 MA1414                          STATION RECOVERY (1982)
 MA1414
 MA1414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MA1414'RECOVERED IN GOOD CONDITION.
 MA1414'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1826 ***********************************************************************
 KV1826  DESIGNATION -  A 325
 KV1826  PID         -  KV1826
 KV1826  STATE/COUNTY-  PA/PHILADELPHIA
 KV1826  USGS QUAD   -  GERMANTOWN (1997)
 KV1826
 KV1826                         *CURRENT SURVEY CONTROL
 KV1826  ___________________________________________________________________
 KV1826* NAD 83(1986)-  40 00 44.     (N)    075 11 44.     (W)     SCALED    
 KV1826* NAVD 88     -        34.506  (meters)     113.21   (feet)  ADJUSTED  
 KV1826  ___________________________________________________________________
 KV1826  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KV1826  DYNAMIC HT  -          34.490 (meters)     113.16  (feet)  COMP
 KV1826  MODELED GRAV-     980,168.1   (mgal)                       NAVD 88
 KV1826  OBS GRAVITY -     980,172.0   (mgal)                       GRAV_OBS
 KV1826
 KV1826  VERT ORDER  -  FIRST     CLASS I
 KV1826
 KV1826.The horizontal coordinates were scaled from a topographic map and have
 KV1826.an estimated accuracy of +/- 6 seconds.
 KV1826
 KV1826.The orthometric height was determined by differential leveling
 KV1826.and adjusted by the National Geodetic Survey in June 1991..
 KV1826
 KV1826.The geoid height was determined by GEOID03.
 KV1826
 KV1826.The dynamic height is computed by dividing the NAVD 88
 KV1826.geopotential number by the normal gravity value computed on the
 KV1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1826.degrees latitude (g = 980.6199 gals.).
 KV1826
 KV1826.The modeled gravity was interpolated from observed gravity values.
 KV1826.The observed gravity was obtained from relative gravimeter ties
 KV1826.to the IGSN71 gravity network.
 KV1826
 KV1826;                    North         East    Units  Estimated Accuracy
 KV1826;SPC PA S     -    78,530.      818,060.      MT  (+/- 180 meters Scaled)
 KV1826
 KV1826                          SUPERSEDED SURVEY CONTROL
 KV1826
 KV1826  NGVD 29 (01/10/92)   34.832  (m)          114.28   (f) ADJUSTED    1 1
 KV1826
 KV1826.Superseded values are not recommended for survey control.
 KV1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1826.See file dsdata.txt to determine how the superseded data were derived.
 KV1826
 KV1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK833291(NAD 83)
 KV1826_MARKER: DB = BENCH MARK DISK
 KV1826_SETTING: 66 = SET IN ROCK OUTCROP
 KV1826_SP_SET: ROCK OUTCROP
 KV1826_STAMPING: A 325 1966
 KV1826_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV1826+STABILITY: POSITION/ELEVATION WELL
 KV1826_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1826+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2006
 KV1826
 KV1826  HISTORY     - Date     Condition        Report By
 KV1826  HISTORY     - 1966     MONUMENTED       CGS
 KV1826  HISTORY     - 1974     GOOD             NGS
 KV1826  HISTORY     - 20060125 GOOD             AASCO
 KV1826
 KV1826                          STATION DESCRIPTION
 KV1826
 KV1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV1826'0.2 MI NW FROM EAST FALLS.
 KV1826'0.15 MILE NORTHWEST ALONG THE READING COMPANY RAILROAD FROM
 KV1826'THE STATION AT EAST FALLS, 7 1/2 RAILS NORTHWEST OF THE
 KV1826'OVERHEAD CROSSING OF CALUMET STREET, 9.2 FEET NORTHEAST OF THE
 KV1826'NORTHEAST RAIL OF THE NORTHEAST TRACK, SET IN THE TOP OF A ROCK
 KV1826'OUTCROP ON THE NORTHEAST BANK OF A CUT, 42 FEET WEST OF THE MORE
 KV1826'NORTHWESTERLY OF THE TWO NORTHEAST LEGS OF A PYLON, NEAR THE
 KV1826'EXTENDED CENTER LINE OF FISK AVENUE, ABOUT 10 FEET BELOW THE
 KV1826'LEVEL OF THE AVENUE AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF
 KV1826'THE TRACK.
 KV1826
 KV1826                          STATION RECOVERY (1974)
 KV1826
 KV1826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV1826'RECOVERED IN GOOD CONDITION.
 KV1826
 KV1826                          STATION RECOVERY (2006)
 KV1826
 KV1826'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 KV1826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2210 ***********************************************************************
 KV2210  DESIGNATION -  A 326
 KV2210  PID         -  KV2210
 KV2210  STATE/COUNTY-  PA/MONTGOMERY
 KV2210  USGS QUAD   -  PHOENIXVILLE (1983)
 KV2210
 KV2210                         *CURRENT SURVEY CONTROL
 KV2210  ___________________________________________________________________
 KV2210* NAD 83(1986)-  40 12 22.     (N)    075 33 20.     (W)     SCALED    
 KV2210* NAVD 88     -        39.115  (meters)     128.33   (feet)  ADJUSTED  
 KV2210  ___________________________________________________________________
 KV2210  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 KV2210  DYNAMIC HT  -          39.095 (meters)     128.26  (feet)  COMP
 KV2210  MODELED GRAV-     980,126.2   (mgal)                       NAVD 88
 KV2210
 KV2210  VERT ORDER  -  FIRST     CLASS I
 KV2210
 KV2210.The horizontal coordinates were scaled from a topographic map and have
 KV2210.an estimated accuracy of +/- 6 seconds.
 KV2210
 KV2210.The orthometric height was determined by differential leveling
 KV2210.and adjusted by the National Geodetic Survey in June 1991..
 KV2210
 KV2210.The geoid height was determined by GEOID03.
 KV2210
 KV2210.The dynamic height is computed by dividing the NAVD 88
 KV2210.geopotential number by the normal gravity value computed on the
 KV2210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2210.degrees latitude (g = 980.6199 gals.).
 KV2210
 KV2210.The modeled gravity was interpolated from observed gravity values.
 KV2210
 KV2210;                    North         East    Units  Estimated Accuracy
 KV2210;SPC PA S     -    99,230.      786,800.      MT  (+/- 180 meters Scaled)
 KV2210
 KV2210                          SUPERSEDED SURVEY CONTROL
 KV2210
 KV2210  NGVD 29 (??/??/??)   39.399  (m)          129.26   (f) ADJUSTED    1 1
 KV2210
 KV2210.Superseded values are not recommended for survey control.
 KV2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2210.See file dsdata.txt to determine how the superseded data were derived.
 KV2210
 KV2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK527507(NAD 83)
 KV2210_MARKER: DB = BENCH MARK DISK
 KV2210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2210_SP_SET: CULVERT
 KV2210_STAMPING: A 326 1966
 KV2210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2210
 KV2210  HISTORY     - Date     Condition        Report By
 KV2210  HISTORY     - 1966     MONUMENTED       CGS
 KV2210  HISTORY     - 19880516 MARK NOT FOUND   USPSQD
 KV2210
 KV2210                          STATION DESCRIPTION
 KV2210
 KV2210'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2210'1.6 MI NW FROM ROYERSFORD.
 KV2210'ABOUT 1.6 MILES NORTHWEST ALONG THE READING COMPANY RAILROAD FROM
 KV2210'THE STATION AT ROYERSFORD, 6 POLES NORTH OF FRACTIONAL MILEPOST
 KV2210'33/20, 21 FEET WEST OF THE WEST RAIL OF THE WEST SET OF MAIN LINE
 KV2210'TRACKS, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 KV2210'HEADWALL OF A LARGE ARCHED CULVERT OVER A CREEK, ABOUT 1 FOOT
 KV2210'BELOW THE LEVEL OF THE TRACK.
 KV2210
 KV2210                          STATION RECOVERY (1988)
 KV2210
 KV2210'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDC)
 KV2210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2261 ***********************************************************************
 KV2261  DESIGNATION -  A 327
 KV2261  PID         -  KV2261
 KV2261  STATE/COUNTY-  PA/BERKS
 KV2261  USGS QUAD   -  READING (1983)
 KV2261
 KV2261                         *CURRENT SURVEY CONTROL
 KV2261  ___________________________________________________________________
 KV2261* NAD 83(1986)-  40 19 31.     (N)    075 55 16.     (W)     SCALED    
 KV2261* NAVD 88     -        79.675  (meters)     261.40   (feet)  ADJUSTED  
 KV2261  ___________________________________________________________________
 KV2261  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 KV2261  DYNAMIC HT  -          79.634 (meters)     261.27  (feet)  COMP
 KV2261  MODELED GRAV-     980,109.8   (mgal)                       NAVD 88
 KV2261
 KV2261  VERT ORDER  -  FIRST     CLASS I
 KV2261
 KV2261.The horizontal coordinates were scaled from a topographic map and have
 KV2261.an estimated accuracy of +/- 6 seconds.
 KV2261
 KV2261.The orthometric height was determined by differential leveling
 KV2261.and adjusted by the National Geodetic Survey in June 1991..
 KV2261
 KV2261.The geoid height was determined by GEOID03.
 KV2261
 KV2261.The dynamic height is computed by dividing the NAVD 88
 KV2261.geopotential number by the normal gravity value computed on the
 KV2261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2261.degrees latitude (g = 980.6199 gals.).
 KV2261
 KV2261.The modeled gravity was interpolated from observed gravity values.
 KV2261
 KV2261;                    North         East    Units  Estimated Accuracy
 KV2261;SPC PA S     -   111,750.      755,420.      MT  (+/- 180 meters Scaled)
 KV2261
 KV2261                          SUPERSEDED SURVEY CONTROL
 KV2261
 KV2261  NGVD 29 (??/??/??)   79.917  (m)          262.19   (f) ADJUSTED    1 1
 KV2261
 KV2261.Superseded values are not recommended for survey control.
 KV2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2261.See file dsdata.txt to determine how the superseded data were derived.
 KV2261
 KV2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK217642(NAD 83)
 KV2261_MARKER: DB = BENCH MARK DISK
 KV2261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2261_SP_SET: CONC SLAB
 KV2261_STAMPING: A 327 1966
 KV2261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2261
 KV2261  HISTORY     - Date     Condition        Report By
 KV2261  HISTORY     - 1966     MONUMENTED       CGS
 KV2261  HISTORY     - 1974     GOOD             NGS
 KV2261  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV2261  HISTORY     - 19910718 MARK NOT FOUND   USPSQD
 KV2261  HISTORY     - 20041219 MARK NOT FOUND   USPSQD
 KV2261
 KV2261                          STATION DESCRIPTION
 KV2261
 KV2261'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2261'0.5 MI S FROM READING.
 KV2261'ABOUT 0.5 MILE SOUTH ALONG THE READING COMPANY RAILROAD FROM
 KV2261'THE FRANKLIN STREET STATION AT READING, 92 FEET SOUTHEAST AND
 KV2261'ACROSS THE TRACK FROM FRACTIONAL MILEPOST 57/30, AT THE SOUTH
 KV2261'END OF A SIDETRACK, 8 1/2 FEET EAST OF THE EAST RAIL OF THE EAST
 KV2261'SET OF TRACKS, SET IN THE TOP OF THE NORTHWEST CORNER OF AN
 KV2261'8- BY 8-FOOT CONCRETE SLAB, AT A CROSSING OF THE RAILROAD AND AN
 KV2261'OVERHEAD POWER LINE, AT THE ABANDONED CROSSING OF THE RAILROAD
 KV2261'AND SOUTH STREET, 19 FEET WEST OF A POWER POLE, 21.5 FEET
 KV2261'SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK BUILDING, 1.7 FEET
 KV2261'SOUTH OF A METAL WITNESS POST, AND ABOUT 1/2 FOOT BELOW THE LEVEL
 KV2261'OF THE TRACK.
 KV2261
 KV2261                          STATION RECOVERY (1974)
 KV2261
 KV2261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV2261'RECOVERED IN GOOD CONDITION.
 KV2261
 KV2261                          STATION RECOVERY (1989)
 KV2261
 KV2261'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KV2261'MARK NOT FOUND.
 KV2261
 KV2261                          STATION RECOVERY (1991)
 KV2261
 KV2261'RECOVERY NOTE BY US POWER SQUADRON 1991 (MWD)
 KV2261'MARK NOT FOUND.
 KV2261
 KV2261                          STATION RECOVERY (2004)
 KV2261
 KV2261'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEQ)
 KV2261'NO SIDE SPUR TRACKS OR CONCRETE PAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0463 ***********************************************************************
 KW0463  DESIGNATION -  A 328
 KW0463  PID         -  KW0463
 KW0463  STATE/COUNTY-  PA/LEBANON
 KW0463  USGS QUAD   -  RICHLAND (1984)
 KW0463
 KW0463                         *CURRENT SURVEY CONTROL
 KW0463  ___________________________________________________________________
 KW0463* NAD 83(1986)-  40 21 43.     (N)    076 20 03.     (W)     SCALED    
 KW0463* NAVD 88     -       149.911  (meters)     491.83   (feet)  ADJUSTED  
 KW0463  ___________________________________________________________________
 KW0463  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 KW0463  DYNAMIC HT  -         149.832 (meters)     491.57  (feet)  COMP
 KW0463  MODELED GRAV-     980,098.5   (mgal)                       NAVD 88
 KW0463
 KW0463  VERT ORDER  -  FIRST     CLASS I
 KW0463
 KW0463.The horizontal coordinates were scaled from a topographic map and have
 KW0463.an estimated accuracy of +/- 6 seconds.
 KW0463
 KW0463.The orthometric height was determined by differential leveling
 KW0463.and adjusted by the National Geodetic Survey in June 1991..
 KW0463
 KW0463.The geoid height was determined by GEOID03.
 KW0463
 KW0463.The dynamic height is computed by dividing the NAVD 88
 KW0463.geopotential number by the normal gravity value computed on the
 KW0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0463.degrees latitude (g = 980.6199 gals.).
 KW0463
 KW0463.The modeled gravity was interpolated from observed gravity values.
 KW0463
 KW0463;                    North         East    Units  Estimated Accuracy
 KW0463;SPC PA S     -   115,180.      720,250.      MT  (+/- 180 meters Scaled)
 KW0463
 KW0463                          SUPERSEDED SURVEY CONTROL
 KW0463
 KW0463  NGVD 29 (??/??/??)  150.119  (m)          492.52   (f) ADJUSTED    1 1
 KW0463
 KW0463.Superseded values are not recommended for survey control.
 KW0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0463.See file dsdata.txt to determine how the superseded data were derived.
 KW0463
 KW0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK867687(NAD 83)
 KW0463_MARKER: DB = BENCH MARK DISK
 KW0463_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KW0463+WITH SETTING: PAVEMENT
 KW0463_SP_SET: SIGNAL BASE
 KW0463_STAMPING: A 328 1966
 KW0463_MARK LOGO: CGS   
 KW0463_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0463+STABILITY: SURFACE MOTION
 KW0463
 KW0463  HISTORY     - Date     Condition        Report By
 KW0463  HISTORY     - 1966     MONUMENTED       CGS
 KW0463  HISTORY     - 19920406 MARK NOT FOUND   USPSQD
 KW0463  HISTORY     - 20041001 MARK NOT FOUND   GEOCAC
 KW0463
 KW0463                          STATION DESCRIPTION
 KW0463
 KW0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0463'1.7 MI W FROM MYERSTOWN.
 KW0463'ABOUT 1.7 MILES WEST ALONG THE READING COMPANY RAILROAD FROM THE
 KW0463'FREIGHT STATION AT MYERSTOWN, AT A ROAD CROSSING, 2 POLES EAST
 KW0463'OF FRACTIONAL MILEPOST 22/50, 19 1/2 FEET SOUTH OF THE SOUTH RAIL
 KW0463'OF THE SOUTH SET OF MAIN LINE TRACKS, SET IN THE TOP OF THE
 KW0463'NORTHEAST CORNER OF THE CONCRETE BASE OF THE MORE EASTERLY OF THE
 KW0463'TWO SOUTH METAL LEGS OF A SIGNAL GANTRY, 43 FEET WEST OF THE
 KW0463'CENTER LINE OF A NORTH-SOUTH ROAD.
 KW0463
 KW0463                          STATION RECOVERY (1992)
 KW0463
 KW0463'RECOVERY NOTE BY US POWER SQUADRON 1992
 KW0463'MARK NOT FOUND.
 KW0463
 KW0463                          STATION RECOVERY (2004)
 KW0463
 KW0463'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0463'WEST BASE OF SIGNAL GANTRY REMAINS BUT EAST BASE CANNOT BE LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0475 ***********************************************************************
 KW0475  DESIGNATION -  A 329
 KW0475  PID         -  KW0475
 KW0475  STATE/COUNTY-  PA/LEBANON
 KW0475  USGS QUAD   -  LEBANON (1995)
 KW0475
 KW0475                         *CURRENT SURVEY CONTROL
 KW0475  ___________________________________________________________________
 KW0475* NAD 83(1986)-  40 20 35.     (N)    076 25 43.     (W)     SCALED    
 KW0475* NAVD 88     -       142.179  (meters)     466.47   (feet)  ADJUSTED  
 KW0475  ___________________________________________________________________
 KW0475  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 KW0475  DYNAMIC HT  -         142.105 (meters)     466.22  (feet)  COMP
 KW0475  MODELED GRAV-     980,102.8   (mgal)                       NAVD 88
 KW0475
 KW0475  VERT ORDER  -  FIRST     CLASS I
 KW0475
 KW0475.The horizontal coordinates were scaled from a topographic map and have
 KW0475.an estimated accuracy of +/- 6 seconds.
 KW0475
 KW0475.The orthometric height was determined by differential leveling
 KW0475.and adjusted by the National Geodetic Survey in June 1991..
 KW0475
 KW0475.The geoid height was determined by GEOID03.
 KW0475
 KW0475.The dynamic height is computed by dividing the NAVD 88
 KW0475.geopotential number by the normal gravity value computed on the
 KW0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0475.degrees latitude (g = 980.6199 gals.).
 KW0475
 KW0475.The modeled gravity was interpolated from observed gravity values.
 KW0475
 KW0475;                    North         East    Units  Estimated Accuracy
 KW0475;SPC PA S     -   112,950.      712,260.      MT  (+/- 180 meters Scaled)
 KW0475
 KW0475                          SUPERSEDED SURVEY CONTROL
 KW0475
 KW0475  NGVD 29 (??/??/??)  142.386  (m)          467.14   (f) ADJUSTED    1 1
 KW0475
 KW0475.Superseded values are not recommended for survey control.
 KW0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0475.See file dsdata.txt to determine how the superseded data were derived.
 KW0475
 KW0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK786668(NAD 83)
 KW0475_MARKER: DB = BENCH MARK DISK
 KW0475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0475_SP_SET: FOUNDATION
 KW0475_STAMPING: A 329 1966
 KW0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0475+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2004
 KW0475
 KW0475  HISTORY     - Date     Condition        Report By
 KW0475  HISTORY     - 1966     MONUMENTED       CGS
 KW0475  HISTORY     - 20040214 GOOD             GEOCAC
 KW0475
 KW0475                          STATION DESCRIPTION
 KW0475
 KW0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0475'0.2 MI W FROM LEBANON.
 KW0475'ABOUT 0.25 MILE WEST ALONG THE READING COMPANY RAILROAD FROM
 KW0475'THE STATION AT LEBANON, 1 POLE EAST OF POLE NUMBER 28-10, 115
 KW0475'FEET WEST OF THE CENTER LINE OF NORTH 10TH STREET, ABOUT 60
 KW0475'FEET NORTH OF THE STONE FOUNDATION OF THE LEBANON SUPPLY COMPANY
 KW0475'BUILDING, 13 FEET SOUTH OF THE SOUTH SIDETRACK, 8.2 FEET
 KW0475'SOUTHWEST OF A TELEPHONE POLE, AND SET IN THE TOP OF THE NORTHEAST
 KW0475'CORNER OF THE FOUNDATION OF A LARGE SCALE, ABOUT 1 1/2 FEET
 KW0475'ABOVE THE LEVEL OF THE GROUND AND ABOUT 3 FEET ABOVE THE LEVEL
 KW0475'OF THE TRACK.
 KW0475
 KW0475                          STATION RECOVERY (2004)
 KW0475
 KW0475'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0110 ***********************************************************************
 MA0110  DESIGNATION -  A 33
 MA0110  PID         -  MA0110
 MA0110  STATE/COUNTY-  PA/MCKEAN
 MA0110  USGS QUAD   -  ELDRED (1981)
 MA0110
 MA0110                         *CURRENT SURVEY CONTROL
 MA0110  ___________________________________________________________________
 MA0110* NAD 83(1986)-  41 52 44.     (N)    078 23 59.     (W)     SCALED    
 MA0110* NAVD 88     -       439.175  (meters)    1440.86   (feet)  ADJUSTED  
 MA0110  ___________________________________________________________________
 MA0110  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 MA0110  DYNAMIC HT  -         438.999 (meters)    1440.28  (feet)  COMP
 MA0110  MODELED GRAV-     980,208.7   (mgal)                       NAVD 88
 MA0110
 MA0110  VERT ORDER  -  SECOND    CLASS 0
 MA0110
 MA0110.The horizontal coordinates were scaled from a topographic map and have
 MA0110.an estimated accuracy of +/- 6 seconds.
 MA0110
 MA0110.The orthometric height was determined by differential leveling
 MA0110.and adjusted by the National Geodetic Survey in June 1991..
 MA0110
 MA0110.The geoid height was determined by GEOID03.
 MA0110
 MA0110.The dynamic height is computed by dividing the NAVD 88
 MA0110.geopotential number by the normal gravity value computed on the
 MA0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0110.degrees latitude (g = 980.6199 gals.).
 MA0110
 MA0110.The modeled gravity was interpolated from observed gravity values.
 MA0110
 MA0110;                    North         East    Units  Estimated Accuracy
 MA0110;SPC PA N     -   190,360.      546,070.      MT  (+/- 180 meters Scaled)
 MA0110
 MA0110                          SUPERSEDED SURVEY CONTROL
 MA0110
 MA0110  NGVD 29 (??/??/92)  439.317  (m)         1441.33   (f) ADJ UNCH    2 0
 MA0110
 MA0110.Superseded values are not recommended for survey control.
 MA0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0110.See file dsdata.txt to determine how the superseded data were derived.
 MA0110
 MA0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG157395(NAD 83)
 MA0110_MARKER: DB = BENCH MARK DISK
 MA0110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0110_SP_SET: BRIDGE SEAT
 MA0110_STAMPING: A 33 1934
 MA0110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0110
 MA0110  HISTORY     - Date     Condition        Report By
 MA0110  HISTORY     - 1934     MONUMENTED       CGS
 MA0110  HISTORY     - 20011012 POOR             USPSQD
 MA0110
 MA0110                          STATION DESCRIPTION
 MA0110
 MA0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0110'2.7 MI S FROM LARABEE JUNCTION.
 MA0110'2.7 MILES SOUTH ALONG THE SMETHPORT BRANCH OF THE PENNSYLVANIA
 MA0110'RAILROAD FROM LARABEE JUNCTION, MC KEAN COUNTY, ABOUT 3,330 FEET
 MA0110'SOUTH OF MILEPOST 20, AT BRIDGE 2+70, IN THE TOP OF THE WEST END
 MA0110'OF THE NORTH STONE BRIDGE SEAT, 10 FEET WEST OF THE CENTER LINE OF
 MA0110'THE TRACK, AND 2 FEET LOWER THAN THE TOP OF THE RAIL.  A
 MA0110'STANDARD DISK, STAMPED A 33 1934.
 MA0110
 MA0110                          STATION RECOVERY (2001)
 MA0110
 MA0110'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA0110'SEVERLY DAMAGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0841 ***********************************************************************
 KW0841  DESIGNATION -  A 330
 KW0841  PID         -  KW0841
 KW0841  STATE/COUNTY-  PA/DAUPHIN
 KW0841  USGS QUAD   -  HARRISBURG EAST (1987)
 KW0841
 KW0841                         *CURRENT SURVEY CONTROL
 KW0841  ___________________________________________________________________
 KW0841* NAD 83(1986)-  40 15 39.     (N)    076 47 33.     (W)     SCALED    
 KW0841* NAVD 88     -       131.726  (meters)     432.17   (feet)  ADJUSTED  
 KW0841  ___________________________________________________________________
 KW0841  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 KW0841  DYNAMIC HT  -         131.659 (meters)     431.95  (feet)  COMP
 KW0841  MODELED GRAV-     980,117.1   (mgal)                       NAVD 88
 KW0841
 KW0841  VERT ORDER  -  FIRST     CLASS I
 KW0841
 KW0841.The horizontal coordinates were scaled from a topographic map and have
 KW0841.an estimated accuracy of +/- 6 seconds.
 KW0841
 KW0841.The orthometric height was determined by differential leveling
 KW0841.and adjusted by the National Geodetic Survey in June 1991..
 KW0841
 KW0841.The geoid height was determined by GEOID03.
 KW0841
 KW0841.The dynamic height is computed by dividing the NAVD 88
 KW0841.geopotential number by the normal gravity value computed on the
 KW0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0841.degrees latitude (g = 980.6199 gals.).
 KW0841
 KW0841.The modeled gravity was interpolated from observed gravity values.
 KW0841
 KW0841;                    North         East    Units  Estimated Accuracy
 KW0841;SPC PA S     -   103,430.      681,450.      MT  (+/- 180 meters Scaled)
 KW0841
 KW0841                          SUPERSEDED SURVEY CONTROL
 KW0841
 KW0841  NGVD 29 (??/??/??)  131.933  (m)          432.85   (f) ADJUSTED    1 1
 KW0841
 KW0841.Superseded values are not recommended for survey control.
 KW0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0841.See file dsdata.txt to determine how the superseded data were derived.
 KW0841
 KW0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK475582(NAD 83)
 KW0841_MARKER: DB = BENCH MARK DISK
 KW0841_SETTING: 66 = SET IN ROCK OUTCROP
 KW0841_SP_SET: ROCK OUTCROP
 KW0841_STAMPING: A 330 1966
 KW0841_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW0841+STABILITY: POSITION/ELEVATION WELL
 KW0841
 KW0841  HISTORY     - Date     Condition        Report By
 KW0841  HISTORY     - 1966     MONUMENTED       CGS
 KW0841  HISTORY     - 20020606 MARK NOT FOUND   PADT
 KW0841
 KW0841                          STATION DESCRIPTION
 KW0841
 KW0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0841'4.8 MI E FROM HARRISBURG.
 KW0841'ABOUT 4.75 MILES EAST ALONG THE READING COMPANY RAILROAD FROM THE
 KW0841'STATION AT HARRISBURG, OR ABOUT 4.2 MILES WEST ALONG THE READING
 KW0841'COMPANY RAILROAD FROM THE STATION AT HUMMELSTOWN, 0.1 MILE NORTHEAST
 KW0841'OF THE WEST END YARD MASTERS OFFICE, 8 RAILS NORTHEAST OF
 KW0841'FRACTIONAL MILEPOST 48/40, SET IN THE TOP OF A 5- BY 5-FOOT ROCK
 KW0841'OUTCROP WHICH IS IN AN AREA BETWEEN THE NUMBER 1 TRACK AND THE
 KW0841'REMAINING TRACKS IN THE SWITCH YARD, 39 FEET SOUTHEAST OF THE
 KW0841'SOUTHEAST RAIL OF THE NUMBER 1 TRACK WHICH IS THE MOST NORTHWESTERLY
 KW0841'OF ALL THE TRACKS, 26 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 KW0841'MOST NORTHWESTERLY OF THE TRACKS SOUTHEAST OF THE WOODED AREA,
 KW0841'25 FEET WEST OF A POWER POLE BEARING A TRANSFORMER AND BRACED BY A
 KW0841'GUY WIRE, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK AND PROJECTING
 KW0841'18-INCHES.
 KW0841
 KW0841                          STATION RECOVERY (2002)
 KW0841
 KW0841'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (LJM)
 KW0841'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1696 ***********************************************************************
 KW1696  DESIGNATION -  A 331
 KW1696  PID         -  KW1696
 KW1696  STATE/COUNTY-  PA/JUNIATA
 KW1696  USGS QUAD   -  MILLERSTOWN (1978)
 KW1696
 KW1696                         *CURRENT SURVEY CONTROL
 KW1696  ___________________________________________________________________
 KW1696* NAD 83(1986)-  40 32 57.     (N)    077 14 48.     (W)     SCALED    
 KW1696* NAVD 88     -       130.285  (meters)     427.44   (feet)  ADJUSTED  
 KW1696  ___________________________________________________________________
 KW1696  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KW1696  DYNAMIC HT  -         130.224 (meters)     427.24  (feet)  COMP
 KW1696  MODELED GRAV-     980,153.1   (mgal)                       NAVD 88
 KW1696
 KW1696  VERT ORDER  -  FIRST     CLASS I
 KW1696
 KW1696.The horizontal coordinates were scaled from a topographic map and have
 KW1696.an estimated accuracy of +/- 6 seconds.
 KW1696
 KW1696.The orthometric height was determined by differential leveling
 KW1696.and adjusted by the National Geodetic Survey in June 1991..
 KW1696
 KW1696.The geoid height was determined by GEOID03.
 KW1696
 KW1696.The dynamic height is computed by dividing the NAVD 88
 KW1696.geopotential number by the normal gravity value computed on the
 KW1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1696.degrees latitude (g = 980.6199 gals.).
 KW1696
 KW1696.The modeled gravity was interpolated from observed gravity values.
 KW1696
 KW1696;                    North         East    Units  Estimated Accuracy
 KW1696;SPC PA S     -   135,120.      642,630.      MT  (+/- 180 meters Scaled)
 KW1696
 KW1696                          SUPERSEDED SURVEY CONTROL
 KW1696
 KW1696  NGVD 29 (??/??/??)  130.501  (m)          428.15   (f) ADJUSTED    1 1
 KW1696
 KW1696.Superseded values are not recommended for survey control.
 KW1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1696.See file dsdata.txt to determine how the superseded data were derived.
 KW1696
 KW1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK097911(NAD 83)
 KW1696_MARKER: DB = BENCH MARK DISK
 KW1696_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1696_SP_SET: CULVERT
 KW1696_STAMPING: A 331 1966
 KW1696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1696
 KW1696  HISTORY     - Date     Condition        Report By
 KW1696  HISTORY     - 1966     MONUMENTED       CGS
 KW1696
 KW1696                          STATION DESCRIPTION
 KW1696
 KW1696'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1696'0.3 MI SW FROM THOMPSONTOWN.
 KW1696'0.3 MILE SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1696'ABANDONED STATION AT THOMPSONTOWN, 0.2 MILE EAST OF MILEPOST
 KW1696'143, 21 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK,
 KW1696'14 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 333, SET IN
 KW1696'THE TOP OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A
 KW1696'CULVERT IN THE HIGHWAY, 0.2 MILE WEST OF BENCH MARK S 145, ABOUT
 KW1696'2 FEET ABOVE THE LEVEL OF THE TRACKS, AND ABOUT 1 FOOT ABOVE THE
 KW1696'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1705 ***********************************************************************
 MA1705  DESIGNATION -  A 332
 MA1705  PID         -  MA1705
 MA1705  STATE/COUNTY-  PA/CLEARFIELD
 MA1705  USGS QUAD   -  CLEARFIELD (1981)
 MA1705
 MA1705                         *CURRENT SURVEY CONTROL
 MA1705  ___________________________________________________________________
 MA1705* NAD 83(1986)-  41 00 01.     (N)    078 27 45.     (W)     SCALED    
 MA1705* NAVD 88     -       340.930  (meters)    1118.53   (feet)  ADJUSTED  
 MA1705  ___________________________________________________________________
 MA1705  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 MA1705  DYNAMIC HT  -         340.769 (meters)    1118.01  (feet)  COMP
 MA1705  MODELED GRAV-     980,141.7   (mgal)                       NAVD 88
 MA1705
 MA1705  VERT ORDER  -  FIRST     CLASS I
 MA1705
 MA1705.The horizontal coordinates were scaled from a topographic map and have
 MA1705.an estimated accuracy of +/- 6 seconds.
 MA1705
 MA1705.The orthometric height was determined by differential leveling
 MA1705.and adjusted by the National Geodetic Survey in June 1991..
 MA1705
 MA1705.The geoid height was determined by GEOID03.
 MA1705
 MA1705.The dynamic height is computed by dividing the NAVD 88
 MA1705.geopotential number by the normal gravity value computed on the
 MA1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1705.degrees latitude (g = 980.6199 gals.).
 MA1705
 MA1705.The modeled gravity was interpolated from observed gravity values.
 MA1705
 MA1705;                    North         East    Units  Estimated Accuracy
 MA1705;SPC PA N     -    92,820.      540,060.      MT  (+/- 180 meters Scaled)
 MA1705
 MA1705                          SUPERSEDED SURVEY CONTROL
 MA1705
 MA1705  NGVD 29 (??/??/92)  341.096  (m)         1119.08   (f) ADJ UNCH    1 1
 MA1705
 MA1705.Superseded values are not recommended for survey control.
 MA1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1705.See file dsdata.txt to determine how the superseded data were derived.
 MA1705
 MA1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF134418(NAD 83)
 MA1705_MARKER: DB = BENCH MARK DISK
 MA1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1705_STAMPING: A 332 1966
 MA1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1705+STABILITY: SURFACE MOTION
 MA1705_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MA1705+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2004
 MA1705
 MA1705  HISTORY     - Date     Condition        Report By
 MA1705  HISTORY     - 1966     MONUMENTED       CGS
 MA1705  HISTORY     - 19981001 GOOD             PADT
 MA1705  HISTORY     - 20040225 GOOD             T3GLOB
 MA1705
 MA1705                          STATION DESCRIPTION
 MA1705
 MA1705'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MA1705'2.6 MI SW FROM CLEARFIELD.
 MA1705'ABOUT 0.25 MILE SOUTH ALONG SOUTH 2ND STREET FROM THE POST OFFICE
 MA1705'AT CLEARFIELD, THENCE 0.3 MILE WEST ALONG EAST MARKET STREET,
 MA1705'THENCE 2.0 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD,
 MA1705'8.5 FEET WEST OF THE WEST CORNER OF THE RAILROAD STATION AT HYDE,
 MA1705'WHICH IS NOW CLOSED, 55 FEET NORTHWEST AND ACROSS THE TRACK
 MA1705'FROM THE FIRST TELEPHONE POLE NORTHEAST OF MILEPOST 22/20, 27
 MA1705'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 46 FEET
 MA1705'SOUTHEAST OF THE CENTER LINE OF A PAVED ROAD, ABOUT 2 1/2 FEET
 MA1705'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 MA1705'PROJECTING 4 INCHES.
 MA1705
 MA1705                          STATION RECOVERY (1998)
 MA1705
 MA1705'RECOVERY NOTE BY PA DEPT OF TRANSP 1998 (SMM)
 MA1705'RECOVERED IN GOOD CONDITION.
 MA1705
 MA1705                          STATION RECOVERY (2004)
 MA1705
 MA1705'RECOVERY NOTE BY T3 GLOBAL STRATEGIES 2004 (BAW)
 MA1705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2181 ***********************************************************************
 KW2181  DESIGNATION -  A 333
 KW2181  PID         -  KW2181
 KW2181  STATE/COUNTY-  PA/HUNTINGDON
 KW2181  USGS QUAD   -  MOUNT UNION (1971)
 KW2181
 KW2181                         *CURRENT SURVEY CONTROL
 KW2181  ___________________________________________________________________
 KW2181* NAD 83(1986)-  40 23 18.     (N)    077 54 27.     (W)     SCALED    
 KW2181* NAVD 88     -       183.726  (meters)     602.77   (feet)  ADJUSTED  
 KW2181  ___________________________________________________________________
 KW2181  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 KW2181  DYNAMIC HT  -         183.631 (meters)     602.46  (feet)  COMP
 KW2181  MODELED GRAV-     980,106.4   (mgal)                       NAVD 88
 KW2181
 KW2181  VERT ORDER  -  FIRST     CLASS I
 KW2181
 KW2181.The horizontal coordinates were scaled from a topographic map and have
 KW2181.an estimated accuracy of +/- 6 seconds.
 KW2181
 KW2181.The orthometric height was determined by differential leveling
 KW2181.and adjusted by the National Geodetic Survey in June 1991..
 KW2181
 KW2181.The geoid height was determined by GEOID03.
 KW2181
 KW2181.The dynamic height is computed by dividing the NAVD 88
 KW2181.geopotential number by the normal gravity value computed on the
 KW2181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2181.degrees latitude (g = 980.6199 gals.).
 KW2181
 KW2181.The modeled gravity was interpolated from observed gravity values.
 KW2181
 KW2181;                    North         East    Units  Estimated Accuracy
 KW2181;SPC PA S     -   117,150.      586,630.      MT  (+/- 180 meters Scaled)
 KW2181
 KW2181                          SUPERSEDED SURVEY CONTROL
 KW2181
 KW2181  NGVD 29 (??/??/??)  183.927  (m)          603.43   (f) ADJUSTED    1 1
 KW2181
 KW2181.Superseded values are not recommended for survey control.
 KW2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2181.See file dsdata.txt to determine how the superseded data were derived.
 KW2181
 KW2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK532749(NAD 83)
 KW2181_MARKER: DB = BENCH MARK DISK
 KW2181_SETTING: 80 = SET IN A BOULDER
 KW2181_SP_SET: BOULDER
 KW2181_STAMPING: A 333 1966
 KW2181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2181+STABILITY: SURFACE MOTION
 KW2181
 KW2181  HISTORY     - Date     Condition        Report By
 KW2181  HISTORY     - 1966     MONUMENTED       CGS
 KW2181  HISTORY     - 1973     GOOD             NGS
 KW2181
 KW2181                          STATION DESCRIPTION
 KW2181
 KW2181'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2181'1.7 MI W FROM MOUNT UNION.
 KW2181'1.7 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KW2181'AT MOUNT UNION, 125 FEET SOUTHWEST AND ACROSS THE TRACKS FROM
 KW2181'MILEPOST 192, 37 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 KW2181'SET OF MAIN LINE TRACKS, 19 1/2 FEET SOUTH OF THE SOUTH RAIL
 KW2181'OF A SIDETRACK, SET IN THE CENTER OF THE TOP OF A BOULDER, AND
 KW2181'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACKS.
 KW2181
 KW2181                          STATION RECOVERY (1973)
 KW2181
 KW2181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KW2181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0103 ***********************************************************************
 KX0103  DESIGNATION -  A 334
 KX0103  PID         -  KX0103
 KX0103  STATE/COUNTY-  PA/BLAIR
 KX0103  USGS QUAD   -  TYRONE (1994)
 KX0103
 KX0103                         *CURRENT SURVEY CONTROL
 KX0103  ___________________________________________________________________
 KX0103* NAD 83(1986)-  40 44 05.     (N)    078 14 17.     (W)     SCALED    
 KX0103* NAVD 88     -       454.172  (meters)    1490.06   (feet)  ADJUSTED  
 KX0103  ___________________________________________________________________
 KX0103  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KX0103  DYNAMIC HT  -         453.935 (meters)    1489.29  (feet)  COMP
 KX0103  MODELED GRAV-     980,089.2   (mgal)                       NAVD 88
 KX0103
 KX0103  VERT ORDER  -  FIRST     CLASS I
 KX0103
 KX0103.The horizontal coordinates were scaled from a topographic map and have
 KX0103.an estimated accuracy of +/- 6 seconds.
 KX0103
 KX0103.The orthometric height was determined by differential leveling
 KX0103.and adjusted by the National Geodetic Survey in June 1991..
 KX0103
 KX0103.The geoid height was determined by GEOID03.
 KX0103
 KX0103.The dynamic height is computed by dividing the NAVD 88
 KX0103.geopotential number by the normal gravity value computed on the
 KX0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0103.degrees latitude (g = 980.6199 gals.).
 KX0103
 KX0103.The modeled gravity was interpolated from observed gravity values.
 KX0103
 KX0103;                    North         East    Units  Estimated Accuracy
 KX0103;SPC PA S     -   155,720.      558,780.      MT  (+/- 180 meters Scaled)
 KX0103
 KX0103                          SUPERSEDED SURVEY CONTROL
 KX0103
 KX0103  NGVD 29 (??/??/92)  454.333  (m)         1490.59   (f) ADJ UNCH    1 1
 KX0103
 KX0103.Superseded values are not recommended for survey control.
 KX0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0103.See file dsdata.txt to determine how the superseded data were derived.
 KX0103
 KX0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF332129(NAD 83)
 KX0103_MARKER: DB = BENCH MARK DISK
 KX0103_SETTING: 80 = SET IN A BOULDER
 KX0103_SP_SET: BOULDER
 KX0103_STAMPING: A 334 1966
 KX0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0103+STABILITY: SURFACE MOTION
 KX0103
 KX0103  HISTORY     - Date     Condition        Report By
 KX0103  HISTORY     - 1966     MONUMENTED       CGS
 KX0103
 KX0103                          STATION DESCRIPTION
 KX0103
 KX0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0103'7.2 MI N FROM TYRONE.
 KX0103'ABOUT 7.2 MILES NORTH ALONG THE CLEARFIELD BRANCH OF THE
 KX0103'PENNSYLVANIA RAILROAD FROM THE STATION AT TYRONE, 0.3 MILE EAST OF
 KX0103'TWO HOUSES ON THE NORTH SIDE OF THE TRACKS, 16 FEET SOUTH OF THE
 KX0103'SOUTH RAIL OF THE SOUTH SET OF TRACKS, SET IN THE TOP OF A LARGE
 KX0103'BOULDER IN THE SOUTH BANK AND NEAR THE MIDDLE OF A CUT FOR THE
 KX0103'RAILROAD, 2 FEET EAST OF A METAL WITNESS POST, AND ABOUT 3 FEET
 KX0103'ABOVE THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0344 ***********************************************************************
 MA0344  DESIGNATION -  A 335
 MA0344  PID         -  MA0344
 MA0344  STATE/COUNTY-  PA/CLEARFIELD
 MA0344  USGS QUAD   -  LUTHERSBURG (1986)
 MA0344
 MA0344                         *CURRENT SURVEY CONTROL
 MA0344  ___________________________________________________________________
 MA0344* NAD 83(1986)-  41 02 56.     (N)    078 39 22.     (W)     SCALED    
 MA0344* NAVD 88     -       553.309  (meters)    1815.31   (feet)  ADJUSTED  
 MA0344  ___________________________________________________________________
 MA0344  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 MA0344  DYNAMIC HT  -         553.029 (meters)    1814.40  (feet)  COMP
 MA0344  MODELED GRAV-     980,101.0   (mgal)                       NAVD 88
 MA0344
 MA0344  VERT ORDER  -  FIRST     CLASS I
 MA0344
 MA0344.The horizontal coordinates were scaled from a topographic map and have
 MA0344.an estimated accuracy of +/- 6 seconds.
 MA0344
 MA0344.The orthometric height was determined by differential leveling
 MA0344.and adjusted by the National Geodetic Survey in June 1991..
 MA0344
 MA0344.The geoid height was determined by GEOID03.
 MA0344
 MA0344.The dynamic height is computed by dividing the NAVD 88
 MA0344.geopotential number by the normal gravity value computed on the
 MA0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0344.degrees latitude (g = 980.6199 gals.).
 MA0344
 MA0344.The modeled gravity was interpolated from observed gravity values.
 MA0344
 MA0344;                    North         East    Units  Estimated Accuracy
 MA0344;SPC PA N     -    98,370.      523,820.      MT  (+/- 180 meters Scaled)
 MA0344
 MA0344                          SUPERSEDED SURVEY CONTROL
 MA0344
 MA0344  NGVD 29 (??/??/92)  553.458  (m)         1815.80   (f) ADJ UNCH    1 1
 MA0344
 MA0344.Superseded values are not recommended for survey control.
 MA0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0344.See file dsdata.txt to determine how the superseded data were derived.
 MA0344
 MA0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF969468(NAD 83)
 MA0344_MARKER: DB = BENCH MARK DISK
 MA0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0344_STAMPING: A 335 1966
 MA0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0344+STABILITY: SURFACE MOTION
 MA0344
 MA0344  HISTORY     - Date     Condition        Report By
 MA0344  HISTORY     - 1966     MONUMENTED       CGS
 MA0344  HISTORY     - 1967     GOOD             NGS
 MA0344
 MA0344                          STATION DESCRIPTION
 MA0344
 MA0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MA0344'6.5 MI NW FROM GRAMPIAN.
 MA0344'ABOUT 4.8 MILES NORTHWEST ALONG U.S. HIGHWAY 322 FROM THE POST
 MA0344'OFFICE AT GRAMPIAN, THENCE 1.7 MILES NORTH ALONG GRAVELED
 MA0344'COUNTY ROAD 17029, ABOUT 0.3 MILE SOUTHEAST OF A SHARP CURVE
 MA0344'IN THE COUNTY ROAD, AT THE FOOT OF A HILL, 26 FEET SOUTHWEST
 MA0344'OF THE CENTER LINE OF THE COUNTY ROAD, 34 FEET NORTHWEST OF
 MA0344'ROAD SIGN POST NUMBER 1/00, 4 FEET NORTHEAST OF AN 8-INCH MAPLE
 MA0344'TREE WHICH BEARS A TRIANGULAR BLAZE ON THE NORTHEAST SIDE, 0.5
 MA0344'FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW
 MA0344'THE LEVEL OF THE ROAD AND SET IN THE 8- BY 10-INCH TOP OF A
 MA0344'SANDSTONE POST WHICH IS EMBEDDED IN CONCRETE AND PROJECTS 6
 MA0344'INCHES.
 MA0344
 MA0344                          STATION RECOVERY (1967)
 MA0344
 MA0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MA0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0127 ***********************************************************************
 KX0127  DESIGNATION -  A 336
 KX0127  PID         -  KX0127
 KX0127  STATE/COUNTY-  PA/CENTRE
 KX0127  USGS QUAD   -  HOUTZDALE (1993)
 KX0127
 KX0127                         *CURRENT SURVEY CONTROL
 KX0127  ___________________________________________________________________
 KX0127* NAD 83(1986)-  40 51 01.     (N)    078 15 35.     (W)     SCALED    
 KX0127* NAVD 88     -       452.472  (meters)    1484.49   (feet)  ADJUSTED  
 KX0127  ___________________________________________________________________
 KX0127  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KX0127  DYNAMIC HT  -         452.241 (meters)    1483.73  (feet)  COMP
 KX0127  MODELED GRAV-     980,100.5   (mgal)                       NAVD 88
 KX0127
 KX0127  VERT ORDER  -  FIRST     CLASS I
 KX0127
 KX0127.The horizontal coordinates were scaled from a topographic map and have
 KX0127.an estimated accuracy of +/- 6 seconds.
 KX0127
 KX0127.The orthometric height was determined by differential leveling
 KX0127.and adjusted by the National Geodetic Survey in June 1991..
 KX0127
 KX0127.The geoid height was determined by GEOID03.
 KX0127
 KX0127.The dynamic height is computed by dividing the NAVD 88
 KX0127.geopotential number by the normal gravity value computed on the
 KX0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0127.degrees latitude (g = 980.6199 gals.).
 KX0127
 KX0127.The modeled gravity was interpolated from observed gravity values.
 KX0127
 KX0127;                    North         East    Units  Estimated Accuracy
 KX0127;SPC PA N     -    76,040.      557,020.      MT  (+/- 180 meters Scaled)
 KX0127
 KX0127                          SUPERSEDED SURVEY CONTROL
 KX0127
 KX0127  NGVD 29 (??/??/92)  452.624  (m)         1484.98   (f) ADJ UNCH    1 1
 KX0127
 KX0127.Superseded values are not recommended for survey control.
 KX0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0127.See file dsdata.txt to determine how the superseded data were derived.
 KX0127
 KX0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF309257(NAD 83)
 KX0127_MARKER: DB = BENCH MARK DISK
 KX0127_SETTING: 66 = SET IN ROCK OUTCROP
 KX0127_SP_SET: ROCK OUTCROP
 KX0127_STAMPING: A 336 1966
 KX0127_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX0127+STABILITY: POSITION/ELEVATION WELL
 KX0127
 KX0127  HISTORY     - Date     Condition        Report By
 KX0127  HISTORY     - 1966     MONUMENTED       CGS
 KX0127
 KX0127                          STATION DESCRIPTION
 KX0127
 KX0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0127'0.2 MI NE FROM OSCEOLA MILLS.
 KX0127'ABOUT 0.2 MILE NORTHEAST ALONG THE CLEARFIELD BRANCH OF THE
 KX0127'PENNSYLVANIA RAILROAD FROM THE FREIGHT STATION AT OSCEOLA MILLS,
 KX0127'72 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN LINE TRACKS,
 KX0127'50 FEET SOUTHEAST AND ACROSS TWO SIDETRACKS FROM MILEPOST NUMBER
 KX0127'19, 8 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF A SIDETRACK, SET
 KX0127'IN THE TOP OF A ROCK OUTCROP ON THE SOUTHEAST BANK OF A CUT FOR
 KX0127'THE RAILROAD, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE MAIN LINE
 KX0127'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0645 ***********************************************************************
 MA0645  DESIGNATION -  A 337
 MA0645  PID         -  MA0645
 MA0645  STATE/COUNTY-  PA/MCKEAN
 MA0645  USGS QUAD   -  BRADFORD (1983)
 MA0645
 MA0645                         *CURRENT SURVEY CONTROL
 MA0645  ___________________________________________________________________
 MA0645* NAD 83(1986)-  41 57 21.     (N)    078 38 36.     (W)     SCALED    
 MA0645* NAVD 88     -       439.236  (meters)    1441.06   (feet)  ADJUSTED  
 MA0645  ___________________________________________________________________
 MA0645  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 MA0645  DYNAMIC HT  -         439.059 (meters)    1440.48  (feet)  COMP
 MA0645  MODELED GRAV-     980,207.9   (mgal)                       NAVD 88
 MA0645
 MA0645  VERT ORDER  -  FIRST     CLASS I
 MA0645
 MA0645.The horizontal coordinates were scaled from a topographic map and have
 MA0645.an estimated accuracy of +/- 6 seconds.
 MA0645
 MA0645.The orthometric height was determined by differential leveling
 MA0645.and adjusted by the National Geodetic Survey in June 1991..
 MA0645
 MA0645.The geoid height was determined by GEOID03.
 MA0645
 MA0645.The dynamic height is computed by dividing the NAVD 88
 MA0645.geopotential number by the normal gravity value computed on the
 MA0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0645.degrees latitude (g = 980.6199 gals.).
 MA0645
 MA0645.The modeled gravity was interpolated from observed gravity values.
 MA0645
 MA0645;                    North         East    Units  Estimated Accuracy
 MA0645;SPC PA N     -   199,080.      525,940.      MT  (+/- 180 meters Scaled)
 MA0645
 MA0645                          SUPERSEDED SURVEY CONTROL
 MA0645
 MA0645  NGVD 29 (??/??/92)  439.382  (m)         1441.54   (f) ADJ UNCH    1 1
 MA0645
 MA0645.Superseded values are not recommended for survey control.
 MA0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0645.See file dsdata.txt to determine how the superseded data were derived.
 MA0645
 MA0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG953475(NAD 83)
 MA0645_MARKER: DB = BENCH MARK DISK
 MA0645_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0645_SP_SET: ABUTMENT
 MA0645_STAMPING: A 337 1966
 MA0645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0645+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2006
 MA0645
 MA0645  HISTORY     - Date     Condition        Report By
 MA0645  HISTORY     - 1966     MONUMENTED       CGS
 MA0645  HISTORY     - 1967     GOOD             NGS
 MA0645  HISTORY     - 19991005 GOOD             USPSQD
 MA0645  HISTORY     - 20040308 GOOD             USPSQD
 MA0645  HISTORY     - 20041227 GOOD             INDIV
 MA0645  HISTORY     - 20060711 GOOD             USPSQD
 MA0645
 MA0645                          STATION DESCRIPTION
 MA0645
 MA0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0645'AT BRADFORD.
 MA0645'AT BRADFORD, ALONG THE BALTIMORE AND OHIO RAILROAD, 116 FEET
 MA0645'SOUTH AND ACROSS MAIN STREET FROM THE SOUTHWEST CORNER OF THE
 MA0645'STATION, 91 FEET SOUTHWEST OF THE CENTER OF THE CROSSING OF THE
 MA0645'RAILROAD AND MAIN STREET 53 FEET WEST OF THE WEST RAIL OF THE
 MA0645'WEST SET OF TRACKS, SET IN THE TOP OF THE WEST END OF THE
 MA0645'NORTHEAST ABUTMENT OF THE BRIDGE OVER TUNUNGWANT CREEK, 43 FEET
 MA0645'SOUTH OF THE CENTER LINE OF MAIN STREET, AND ABOUT LEVEL WITH THE
 MA0645'TRACKS.
 MA0645
 MA0645                          STATION RECOVERY (1999)
 MA0645
 MA0645'RECOVERY NOTE BY US POWER SQUADRON 1999
 MA0645'RECOVERED IN GOOD CONDITION.
 MA0645
 MA0645                          STATION RECOVERY (2004)
 MA0645
 MA0645'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0645'RECOVERED IN GOOD CONDITION.
 MA0645
 MA0645                          STATION RECOVERY (2004)
 MA0645
 MA0645'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (CVB)
 MA0645'HANDHELD GPS READING AT MARK
 MA0645'N 41 57.355  W 078 38.616
 MA0645
 MA0645                          STATION RECOVERY (2006)
 MA0645
 MA0645'RECOVERY NOTE BY US POWER SQUADRON 2006 (SG)
 MA0645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0380 ***********************************************************************
 MA0380  DESIGNATION -  A 338
 MA0380  PID         -  MA0380
 MA0380  STATE/COUNTY-  PA/JEFFERSON
 MA0380  USGS QUAD   -  FALLS CREEK (1994)
 MA0380
 MA0380                         *CURRENT SURVEY CONTROL
 MA0380  ___________________________________________________________________
 MA0380* NAD 83(1986)-  41 14 13.     (N)    078 47 00.     (W)     SCALED    
 MA0380* NAVD 88     -       441.146  (meters)    1447.33   (feet)  ADJUSTED  
 MA0380  ___________________________________________________________________
 MA0380  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 MA0380  DYNAMIC HT  -         440.944 (meters)    1446.66  (feet)  COMP
 MA0380  MODELED GRAV-     980,151.8   (mgal)                       NAVD 88
 MA0380
 MA0380  VERT ORDER  -  FIRST     CLASS I
 MA0380
 MA0380.The horizontal coordinates were scaled from a topographic map and have
 MA0380.an estimated accuracy of +/- 6 seconds.
 MA0380
 MA0380.The orthometric height was determined by differential leveling
 MA0380.and adjusted by the National Geodetic Survey in June 1991..
 MA0380
 MA0380.The geoid height was determined by GEOID03.
 MA0380
 MA0380.The dynamic height is computed by dividing the NAVD 88
 MA0380.geopotential number by the normal gravity value computed on the
 MA0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0380.degrees latitude (g = 980.6199 gals.).
 MA0380
 MA0380.The modeled gravity was interpolated from observed gravity values.
 MA0380
 MA0380;                    North         East    Units  Estimated Accuracy
 MA0380;SPC PA N     -   119,380.      513,380.      MT  (+/- 180 meters Scaled)
 MA0380
 MA0380                          SUPERSEDED SURVEY CONTROL
 MA0380
 MA0380  NGVD 29 (??/??/92)  441.294  (m)         1447.81   (f) ADJ UNCH    1 1
 MA0380
 MA0380.Superseded values are not recommended for survey control.
 MA0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0380.See file dsdata.txt to determine how the superseded data were derived.
 MA0380
 MA0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF857674(NAD 83)
 MA0380_MARKER: DB = BENCH MARK DISK
 MA0380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0380_SP_SET: FOOTING
 MA0380_STAMPING: A 338 1966
 MA0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0380
 MA0380  HISTORY     - Date     Condition        Report By
 MA0380  HISTORY     - 1966     MONUMENTED       CGS
 MA0380  HISTORY     - 1967     GOOD             NGS
 MA0380  HISTORY     - 20050114 GOOD             PADT
 MA0380
 MA0380                          STATION DESCRIPTION
 MA0380
 MA0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0380'1.2 MI S FROM BROCKWAY.
 MA0380'ABOUT 1.25 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0380'FROM THE STATION AT BROCKWAY, AT THE P. AND S. SHAWMUT RAILROAD
 MA0380'OVERPASS, 165 FEET EAST OF THE 1ST TELEPHONE POLE NORTH OF
 MA0380'MILEPOST 194/30, 136 FEET EAST OF THE EAST RAIL OF THE MAIN
 MA0380'TRACKS, 84 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 219,
 MA0380'SET IN THE TOP OF THE NORTH SIDE OF THE 4TH CONCRETE FOOTING
 MA0380'WHICH SUPPORTS THE METAL LEGS OF THE OVERPASS, ABOUT 2 1/2 FEET
 MA0380'BELOW THE LEVEL OF THE HIGHWAY, AND ABOUT 1 FOOT ABOVE THE
 MA0380'LEVEL OF THE GROUND.
 MA0380
 MA0380                          STATION RECOVERY (2005)
 MA0380
 MA0380'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (WBL)
 MA0380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0411 ***********************************************************************
 MA0411  DESIGNATION -  A 339
 MA0411  PID         -  MA0411
 MA0411  STATE/COUNTY-  PA/ELK
 MA0411  USGS QUAD   -  PORTLAND MILLS (1969)
 MA0411
 MA0411                         *CURRENT SURVEY CONTROL
 MA0411  ___________________________________________________________________
 MA0411* NAD 83(1986)-  41 23 50.     (N)    078 45 07.     (W)     SCALED    
 MA0411* NAVD 88     -       416.729  (meters)    1367.22   (feet)  ADJUSTED  
 MA0411  ___________________________________________________________________
 MA0411  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 MA0411  DYNAMIC HT  -         416.545 (meters)    1366.61  (feet)  COMP
 MA0411  MODELED GRAV-     980,168.5   (mgal)                       NAVD 88
 MA0411
 MA0411  VERT ORDER  -  FIRST     CLASS I
 MA0411
 MA0411.The horizontal coordinates were scaled from a topographic map and have
 MA0411.an estimated accuracy of +/- 6 seconds.
 MA0411
 MA0411.The orthometric height was determined by differential leveling
 MA0411.and adjusted by the National Geodetic Survey in June 1991..
 MA0411
 MA0411.The geoid height was determined by GEOID03.
 MA0411
 MA0411.The dynamic height is computed by dividing the NAVD 88
 MA0411.geopotential number by the normal gravity value computed on the
 MA0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0411.degrees latitude (g = 980.6199 gals.).
 MA0411
 MA0411.The modeled gravity was interpolated from observed gravity values.
 MA0411
 MA0411;                    North         East    Units  Estimated Accuracy
 MA0411;SPC PA N     -   137,140.      516,220.      MT  (+/- 180 meters Scaled)
 MA0411
 MA0411                          SUPERSEDED SURVEY CONTROL
 MA0411
 MA0411  NGVD 29 (??/??/92)  416.890  (m)         1367.75   (f) ADJ UNCH    1 1
 MA0411
 MA0411.Superseded values are not recommended for survey control.
 MA0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0411.See file dsdata.txt to determine how the superseded data were derived.
 MA0411
 MA0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF879852(NAD 83)
 MA0411_MARKER: DB = BENCH MARK DISK
 MA0411_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0411_SP_SET: ABUTMENT
 MA0411_STAMPING: A 339 1966
 MA0411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0411_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MA0411+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2000
 MA0411
 MA0411  HISTORY     - Date     Condition        Report By
 MA0411  HISTORY     - 1966     MONUMENTED       CGS
 MA0411  HISTORY     - 1967     GOOD             NGS
 MA0411  HISTORY     - 20000222 GOOD             PADT
 MA0411  HISTORY     - 20050414 GOOD             USPSQD
 MA0411
 MA0411                          STATION DESCRIPTION
 MA0411
 MA0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0411'2.4 MI SW FROM RIDGWAY.
 MA0411'ABOUT 2.4 MILES SOUTHWEST ALONG STATE HIGHWAY 949 FROM THE POST
 MA0411'OFFICE AT RIDGWAY, 18 FEET WEST OF THE CENTER LINE OF THE
 MA0411'HIGHWAY, SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 MA0411'ABUTMENT OF THE HIGHWAY BRIDGE OVER BRANCH ISLAND RUN, AND
 MA0411'ABOUT 10 INCHES ABOVE THE LEVEL OF THE HIGHWAY.
 MA0411
 MA0411                          STATION RECOVERY (2000)
 MA0411
 MA0411'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (GAC)
 MA0411'FOUND AS DESCRIBED
 MA0411
 MA0411                          STATION RECOVERY (2005)
 MA0411
 MA0411'RECOVERY NOTE BY US POWER SQUADRON 2005 (RA)
 MA0411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1429 ***********************************************************************
 LZ1429  DESIGNATION -  A 34
 LZ1429  PID         -  LZ1429
 LZ1429  STATE/COUNTY-  PA/POTTER
 LZ1429  USGS QUAD   -  HARRISON VALLEY (1969)
 LZ1429
 LZ1429                         *CURRENT SURVEY CONTROL
 LZ1429  ___________________________________________________________________
 LZ1429* NAD 83(1986)-  41 56 34.     (N)    077 39 51.     (W)     SCALED    
 LZ1429* NAVD 88     -       506.460  (meters)    1661.61   (feet)  ADJUSTED  
 LZ1429  ___________________________________________________________________
 LZ1429  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 LZ1429  DYNAMIC HT  -         506.252 (meters)    1660.93  (feet)  COMP
 LZ1429  MODELED GRAV-     980,196.3   (mgal)                       NAVD 88
 LZ1429
 LZ1429  VERT ORDER  -  SECOND    CLASS 0
 LZ1429
 LZ1429.The horizontal coordinates were scaled from a topographic map and have
 LZ1429.an estimated accuracy of +/- 6 seconds.
 LZ1429
 LZ1429.The orthometric height was determined by differential leveling
 LZ1429.and adjusted by the National Geodetic Survey in June 1991..
 LZ1429
 LZ1429.The geoid height was determined by GEOID03.
 LZ1429
 LZ1429.The dynamic height is computed by dividing the NAVD 88
 LZ1429.geopotential number by the normal gravity value computed on the
 LZ1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1429.degrees latitude (g = 980.6199 gals.).
 LZ1429
 LZ1429.The modeled gravity was interpolated from observed gravity values.
 LZ1429
 LZ1429;                    North         East    Units  Estimated Accuracy
 LZ1429;SPC PA N     -   197,250.      607,120.      MT  (+/- 180 meters Scaled)
 LZ1429
 LZ1429                          SUPERSEDED SURVEY CONTROL
 LZ1429
 LZ1429  NGVD 29 (??/??/92)  506.589  (m)         1662.03   (f) ADJ UNCH    2 0
 LZ1429
 LZ1429.Superseded values are not recommended for survey control.
 LZ1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1429.See file dsdata.txt to determine how the superseded data were derived.
 LZ1429
 LZ1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM791468(NAD 83)
 LZ1429_MARKER: DB = BENCH MARK DISK
 LZ1429_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1429_SP_SET: ABUTMENT
 LZ1429_STAMPING: A 34 1934
 LZ1429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1429
 LZ1429  HISTORY     - Date     Condition        Report By
 LZ1429  HISTORY     - 1934     MONUMENTED       CGS
 LZ1429
 LZ1429                          STATION DESCRIPTION
 LZ1429
 LZ1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1429'1.4 MI E FROM MILLS.
 LZ1429'1.4 MILES EAST ALONG STATE HIGHWAY 49 FROM MILLS, POTTER COUNTY,
 LZ1429'AT HIGHWAY STATION 1300+75, 60 FEET SOUTH OF THE CENTER LINE OF
 LZ1429'THE FINISHED HIGHWAY GRADE, ON AN OLD NEW YORK CENTRAL RAILROAD
 LZ1429'RIGHT-OF-WAY, AT A 6-FOOT CONCRETE CULVERT AT A RAILROAD BRIDGE
 LZ1429'BUILT IN 1922, IN THE TOP OF THE NORTH END OF THE SOUTH ABUTMENT,
 LZ1429'AND 2 FEET LOWER THAN THE CENTER LINE OF THE FINISHED HIGHWAY
 LZ1429'GRADE.  A STANDARD DISK, STAMPED A 34 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0438 ***********************************************************************
 MA0438  DESIGNATION -  A 340
 MA0438  PID         -  MA0438
 MA0438  STATE/COUNTY-  PA/ELK
 MA0438  USGS QUAD   -  RIDGWAY (1988)
 MA0438
 MA0438                         *CURRENT SURVEY CONTROL
 MA0438  ___________________________________________________________________
 MA0438* NAD 83(1986)-  41 29 09.     (N)    078 40 43.     (W)     SCALED    
 MA0438* NAVD 88     -       440.888  (meters)    1446.48   (feet)  ADJUSTED  
 MA0438  ___________________________________________________________________
 MA0438  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 MA0438  DYNAMIC HT  -         440.698 (meters)    1445.86  (feet)  COMP
 MA0438  MODELED GRAV-     980,178.6   (mgal)                       NAVD 88
 MA0438
 MA0438  VERT ORDER  -  FIRST     CLASS I
 MA0438
 MA0438.The horizontal coordinates were scaled from a topographic map and have
 MA0438.an estimated accuracy of +/- 6 seconds.
 MA0438
 MA0438.The orthometric height was determined by differential leveling
 MA0438.and adjusted by the National Geodetic Survey in June 1991..
 MA0438
 MA0438.The geoid height was determined by GEOID03.
 MA0438
 MA0438.The dynamic height is computed by dividing the NAVD 88
 MA0438.geopotential number by the normal gravity value computed on the
 MA0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0438.degrees latitude (g = 980.6199 gals.).
 MA0438
 MA0438.The modeled gravity was interpolated from observed gravity values.
 MA0438
 MA0438;                    North         East    Units  Estimated Accuracy
 MA0438;SPC PA N     -   146,920.      522,450.      MT  (+/- 180 meters Scaled)
 MA0438
 MA0438                          SUPERSEDED SURVEY CONTROL
 MA0438
 MA0438  NGVD 29 (??/??/92)  441.046  (m)         1447.00   (f) ADJ UNCH    1 1
 MA0438
 MA0438.Superseded values are not recommended for survey control.
 MA0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0438.See file dsdata.txt to determine how the superseded data were derived.
 MA0438
 MA0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF937952(NAD 83)
 MA0438_MARKER: DB = BENCH MARK DISK
 MA0438_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0438_SP_SET: ABUTMENT
 MA0438_STAMPING: A 340 1966
 MA0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0438+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2004
 MA0438
 MA0438  HISTORY     - Date     Condition        Report By
 MA0438  HISTORY     - 1966     MONUMENTED       CGS
 MA0438  HISTORY     - 1967     GOOD             NGS
 MA0438  HISTORY     - 20040421 GOOD             USPSQD
 MA0438
 MA0438                          STATION DESCRIPTION
 MA0438
 MA0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0438'0.4 MI S FROM JOHNSONBURG.
 MA0438'ABOUT 0.4 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MA0438'THE RAILROAD OVERPASS FOR U.S. HIGHWAY 219 AT JOHNSONBURG, 130
 MA0438'FEET EAST OF THE EAST RAIL OF THE EAST TRACK, SET IN THE TOP OF
 MA0438'THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF THE GRANT STREET
 MA0438'BRIDGE OVER THE CLARION RIVER, 60 YARDS NORTHEAST OF THE CENTER
 MA0438'OF THE CROSSING OF THE RAILROAD AND GRANT STREET, 17 1/2 FEET
 MA0438'EAST OF THE CENTER LINE OF GRANT STREET, 35 FEET NORTH OF A U.S.
 MA0438'GEOLOGICAL SURVEY WATER GAGE, AND ABOUT 1/2 FOOT ABOVE THE FLOOR
 MA0438'OF THE BRIDGE.
 MA0438
 MA0438                          STATION RECOVERY (2004)
 MA0438
 MA0438'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0438'BRIDGE WAS REBUILT IN 1994. MARK FOUND IS STAMPED A 340 RESET 1994/
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0970 ***********************************************************************
 KX0970  DESIGNATION -  A 341
 KX0970  PID         -  KX0970
 KX0970  STATE/COUNTY-  PA/WESTMORELAND
 KX0970  USGS QUAD   -  NEW FLORENCE (1993)
 KX0970
 KX0970                         *CURRENT SURVEY CONTROL
 KX0970  ___________________________________________________________________
 KX0970* NAD 83(1986)-  40 22 42.     (N)    079 05 29.     (W)     SCALED    
 KX0970* NAVD 88     -       326.452  (meters)    1071.03   (feet)  ADJUSTED  
 KX0970  ___________________________________________________________________
 KX0970  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KX0970  DYNAMIC HT  -         326.279 (meters)    1070.47  (feet)  COMP
 KX0970  MODELED GRAV-     980,085.0   (mgal)                       NAVD 88
 KX0970
 KX0970  VERT ORDER  -  FIRST     CLASS I
 KX0970
 KX0970.The horizontal coordinates were scaled from a topographic map and have
 KX0970.an estimated accuracy of +/- 6 seconds.
 KX0970
 KX0970.The orthometric height was determined by differential leveling
 KX0970.and adjusted by the National Geodetic Survey in June 1991..
 KX0970
 KX0970.The geoid height was determined by GEOID03.
 KX0970
 KX0970.The dynamic height is computed by dividing the NAVD 88
 KX0970.geopotential number by the normal gravity value computed on the
 KX0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0970.degrees latitude (g = 980.6199 gals.).
 KX0970
 KX0970.The modeled gravity was interpolated from observed gravity values.
 KX0970
 KX0970;                    North         East    Units  Estimated Accuracy
 KX0970;SPC PA S     -   116,900.      486,100.      MT  (+/- 180 meters Scaled)
 KX0970
 KX0970                          SUPERSEDED SURVEY CONTROL
 KX0970
 KX0970  NGVD 29 (??/??/92)  326.625  (m)         1071.60   (f) ADJ UNCH    1 1
 KX0970
 KX0970.Superseded values are not recommended for survey control.
 KX0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0970.See file dsdata.txt to determine how the superseded data were derived.
 KX0970
 KX0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE620714(NAD 83)
 KX0970_MARKER: DB = BENCH MARK DISK
 KX0970_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KX0970_SP_SET: 28.9 FEET
 KX0970_STAMPING: A 341 1966
 KX0970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0970
 KX0970  HISTORY     - Date     Condition        Report By
 KX0970  HISTORY     - 1966     MONUMENTED       CGS
 KX0970
 KX0970                          STATION DESCRIPTION
 KX0970
 KX0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0970'1 MI W FROM NEW FLORENCE.
 KX0970'1.0 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE RAILROAD
 KX0970'OVERPASS OVER LIGNIER STREET AT NEW FLORENCE, ABOUT 0.2 MILE EAST
 KX0970'OF MILEPOST 290, 130 FEET SOUTHEAST OF THE EAST END OF THE SOUTH
 KX0970'STONE WALL OF A BRIDGE OVER THE CONEMAUGH RIVER AND A GRAVELED
 KX0970'ROAD, 42.7 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH ONE OF THREE
 KX0970'TRACKS, 2.0 FEET WEST OF A TELEGRAPH POLE WITH TWO GUY WIRES AND
 KX0970'IS IN LINE WITH THE POLES, 1.1 FEET EAST OF A METAL WITNESS POST
 KX0970'AND ABOUT 2 1/2 FEET BELOW LEVEL OF THE TRACK.  AND IS A DISK ON
 KX0970'COPPER COATED STEEL ROD PROJECTING 3 INCHES AND PROTECTED BY A
 KX0970'5-INCH METAL PIPE PROJECTING 5-INCHES.  THE ROD WAS DRIVEN TO
 KX0970'REFUSAL AT A DEPTH OF 28.9 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1030 ***********************************************************************
 KX1030  DESIGNATION -  A 342
 KX1030  PID         -  KX1030
 KX1030  STATE/COUNTY-  PA/WESTMORELAND
 KX1030  USGS QUAD   -  LATROBE (1993)
 KX1030
 KX1030                         *CURRENT SURVEY CONTROL
 KX1030  ___________________________________________________________________
 KX1030* NAD 83(1986)-  40 18 17.     (N)    079 26 04.     (W)     SCALED    
 KX1030* NAVD 88     -       342.007  (meters)    1122.07   (feet)  ADJUSTED  
 KX1030  ___________________________________________________________________
 KX1030  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KX1030  DYNAMIC HT  -         341.825 (meters)    1121.47  (feet)  COMP
 KX1030  MODELED GRAV-     980,080.8   (mgal)                       NAVD 88
 KX1030
 KX1030  VERT ORDER  -  FIRST     CLASS I
 KX1030
 KX1030.The horizontal coordinates were scaled from a topographic map and have
 KX1030.an estimated accuracy of +/- 6 seconds.
 KX1030
 KX1030.The orthometric height was determined by differential leveling
 KX1030.and adjusted by the National Geodetic Survey in June 1991..
 KX1030
 KX1030.The geoid height was determined by GEOID03.
 KX1030
 KX1030.The dynamic height is computed by dividing the NAVD 88
 KX1030.geopotential number by the normal gravity value computed on the
 KX1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1030.degrees latitude (g = 980.6199 gals.).
 KX1030
 KX1030.The modeled gravity was interpolated from observed gravity values.
 KX1030
 KX1030;                    North         East    Units  Estimated Accuracy
 KX1030;SPC PA S     -   109,220.      456,810.      MT  (+/- 180 meters Scaled)
 KX1030
 KX1030                          SUPERSEDED SURVEY CONTROL
 KX1030
 KX1030  NGVD 29 (??/??/92)  342.170  (m)         1122.60   (f) ADJ UNCH    1 1
 KX1030
 KX1030.Superseded values are not recommended for survey control.
 KX1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1030.See file dsdata.txt to determine how the superseded data were derived.
 KX1030
 KX1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE330627(NAD 83)
 KX1030_MARKER: DB = BENCH MARK DISK
 KX1030_SETTING: 66 = SET IN ROCK OUTCROP
 KX1030_SP_SET: ROCK LEDGE
 KX1030_STAMPING: A 342 1966
 KX1030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX1030+STABILITY: POSITION/ELEVATION WELL
 KX1030
 KX1030  HISTORY     - Date     Condition        Report By
 KX1030  HISTORY     - 1966     MONUMENTED       CGS
 KX1030
 KX1030                          STATION DESCRIPTION
 KX1030
 KX1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX1030'3.2 MI SW FROM LATROBE.
 KX1030'3.2 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1030'STATION AT LATROBE, ABOUT 0.45 MILE NORTHWEST OF MILEPOST 315,
 KX1030'ABOUT 0.3 MILE NORTHWEST OF SIGNAL BRIDGE 3152, SET VERTICALLY
 KX1030'IN THE NORTHEAST FACE OF A SHEER ROCK LEDGE THAT IS PART OF A
 KX1030'CUT THAT IS 0.3 MILE LONG AND 100 FEET HIGH AT THE HIGHEST POINT,
 KX1030'19 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST ONE OF
 KX1030'FOUR TRACKS, 2 FEET ABOVE THE GROUND, ABOUT LEVEL WITH TRACK
 KX1030'AND IS DIRECTLY UNDER THE HIGHEST POINT OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0026 ***********************************************************************
 KX0026  DESIGNATION -  A 344
 KX0026  PID         -  KX0026
 KX0026  STATE/COUNTY-  PA/BLAIR
 KX0026  USGS QUAD   -  TYRONE (1994)
 KX0026
 KX0026                         *CURRENT SURVEY CONTROL
 KX0026  ___________________________________________________________________
 KX0026* NAD 83(1986)-  40 40 06.     (N)    078 14 16.     (W)     SCALED    
 KX0026* NAVD 88     -       276.840  (meters)     908.27   (feet)  ADJUSTED  
 KX0026  ___________________________________________________________________
 KX0026  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KX0026  DYNAMIC HT  -         276.701 (meters)     907.81  (feet)  COMP
 KX0026  MODELED GRAV-     980,114.0   (mgal)                       NAVD 88
 KX0026
 KX0026  VERT ORDER  -  FIRST     CLASS I
 KX0026
 KX0026.The horizontal coordinates were scaled from a topographic map and have
 KX0026.an estimated accuracy of +/- 6 seconds.
 KX0026
 KX0026.The orthometric height was determined by differential leveling
 KX0026.and adjusted by the National Geodetic Survey in June 1991..
 KX0026
 KX0026.The geoid height was determined by GEOID03.
 KX0026
 KX0026.The dynamic height is computed by dividing the NAVD 88
 KX0026.geopotential number by the normal gravity value computed on the
 KX0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0026.degrees latitude (g = 980.6199 gals.).
 KX0026
 KX0026.The modeled gravity was interpolated from observed gravity values.
 KX0026
 KX0026;                    North         East    Units  Estimated Accuracy
 KX0026;SPC PA S     -   148,350.      558,760.      MT  (+/- 180 meters Scaled)
 KX0026
 KX0026                          SUPERSEDED SURVEY CONTROL
 KX0026
 KX0026  NGVD 29 (??/??/92)  277.015  (m)          908.84   (f) ADJ UNCH    1 1
 KX0026
 KX0026.Superseded values are not recommended for survey control.
 KX0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0026.See file dsdata.txt to determine how the superseded data were derived.
 KX0026
 KX0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF334056(NAD 83)
 KX0026_MARKER: DB = BENCH MARK DISK
 KX0026_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KX0026_SP_SET: 43 FEET
 KX0026_STAMPING: A 344 1966
 KX0026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0026
 KX0026  HISTORY     - Date     Condition        Report By
 KX0026  HISTORY     - 1966     MONUMENTED       CGS
 KX0026
 KX0026                          STATION DESCRIPTION
 KX0026
 KX0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0026'AT TYRONE.
 KX0026'AT TYRONE, ALONG THE PENNSYLVANIA RAILROAD, AT MILEPOST 222,
 KX0026'384 FEET EAST OF THE SOUTHEAST CORNER OF THE RAILROAD STATION,
 KX0026'33.8 FEET NORTH OF AND ACROSS SIDE TRACK FROM THE NORTH RAIL
 KX0026'OF MAIN TRACK, 141 FEET NORTHEAST OF AND ACROSS 3 TRACKS FROM
 KX0026'THE NORTHEAST CORNER OF A CONCRETE PLATFORM FOR PASSENGER WAITING
 KX0026'SHED, 2.2 FEET NORTH OF THE NORTH SIDE OF THE MILEPOST AND 1
 KX0026'FOOT BELOW THE LEVEL OF THE TRACK, AND IS A DISK ON THE TOP
 KX0026'OF A COPPER COATED STEEL ROD PROJECTING 1 INCH ABOVE THE LEVEL
 KX0026'OF THE GROUND AND PROTECTED BY A 6 INCH IRON PIPE WHICH PROJECTS
 KX0026'1 INCH ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO
 KX0026'REFUSAL AT A DEPTH OF 43 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0261 ***********************************************************************
 KX0261  DESIGNATION -  A 345
 KX0261  PID         -  KX0261
 KX0261  STATE/COUNTY-  PA/BLAIR
 KX0261  USGS QUAD   -  HOLLIDAYSBURG (1981)
 KX0261
 KX0261                         *CURRENT SURVEY CONTROL
 KX0261  ___________________________________________________________________
 KX0261* NAD 83(1986)-  40 29 33.     (N)    078 28 29.     (W)     SCALED    
 KX0261* NAVD 88     -       519.171  (meters)    1703.31   (feet)  ADJUSTED  
 KX0261  ___________________________________________________________________
 KX0261  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KX0261  DYNAMIC HT  -         518.883 (meters)    1702.37  (feet)  COMP
 KX0261  MODELED GRAV-     980,055.1   (mgal)                       NAVD 88
 KX0261
 KX0261  VERT ORDER  -  FIRST     CLASS I
 KX0261
 KX0261.The horizontal coordinates were scaled from a topographic map and have
 KX0261.an estimated accuracy of +/- 6 seconds.
 KX0261
 KX0261.The orthometric height was determined by differential leveling
 KX0261.and adjusted by the National Geodetic Survey in June 1991..
 KX0261
 KX0261.The geoid height was determined by GEOID03.
 KX0261
 KX0261.The dynamic height is computed by dividing the NAVD 88
 KX0261.geopotential number by the normal gravity value computed on the
 KX0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0261.degrees latitude (g = 980.6199 gals.).
 KX0261
 KX0261.The modeled gravity was interpolated from observed gravity values.
 KX0261
 KX0261;                    North         East    Units  Estimated Accuracy
 KX0261;SPC PA S     -   128,960.      538,560.      MT  (+/- 180 meters Scaled)
 KX0261
 KX0261                          SUPERSEDED SURVEY CONTROL
 KX0261
 KX0261  NGVD 29 (??/??/92)  519.313  (m)         1703.78   (f) ADJ UNCH    1 1
 KX0261
 KX0261.Superseded values are not recommended for survey control.
 KX0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0261.See file dsdata.txt to determine how the superseded data were derived.
 KX0261
 KX0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE140854(NAD 83)
 KX0261_MARKER: DB = BENCH MARK DISK
 KX0261_SETTING: 66 = SET IN ROCK OUTCROP
 KX0261_SP_SET: ROCK CUT
 KX0261_STAMPING: A 345 1966
 KX0261_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX0261+STABILITY: POSITION/ELEVATION WELL
 KX0261
 KX0261  HISTORY     - Date     Condition        Report By
 KX0261  HISTORY     - 1966     MONUMENTED       CGS
 KX0261
 KX0261                          STATION DESCRIPTION
 KX0261
 KX0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0261'6.4 MI SW FROM ALTOONA.
 KX0261'6.35 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0261'STATION AT ALTOONA, 462 YARDS NORTH OF MILEPOST 243, 220 YARDS
 KX0261'SOUTHEAST OF SIGNAL BRIDGE NO. 242-6, SET VERTICALLY IN THE EAST
 KX0261'FACE OF A SANDSTONE ROCK CUT, 202 FEET NORTH OF THE SOUTH END
 KX0261'OF THE CUT, 12.3 FEET WEST OF THE WEST RAIL OF THE WEST TRACK
 KX0261'AND 2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0438 ***********************************************************************
 KX0438  DESIGNATION -  A 346
 KX0438  PID         -  KX0438
 KX0438  STATE/COUNTY-  PA/CAMBRIA
 KX0438  USGS QUAD   -  EBENSBURG (1994)
 KX0438
 KX0438                         *CURRENT SURVEY CONTROL
 KX0438  ___________________________________________________________________
 KX0438* NAD 83(1986)-  40 22 49.     (N)    078 44 00.     (W)     SCALED    
 KX0438* NAVD 88     -       481.041  (meters)    1578.22   (feet)  ADJUSTED  
 KX0438  ___________________________________________________________________
 KX0438  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 KX0438  DYNAMIC HT  -         480.774 (meters)    1577.34  (feet)  COMP
 KX0438  MODELED GRAV-     980,054.4   (mgal)                       NAVD 88
 KX0438
 KX0438  VERT ORDER  -  FIRST     CLASS I
 KX0438
 KX0438.The horizontal coordinates were scaled from a topographic map and have
 KX0438.an estimated accuracy of +/- 6 seconds.
 KX0438
 KX0438.The orthometric height was determined by differential leveling
 KX0438.and adjusted by the National Geodetic Survey in June 1991..
 KX0438
 KX0438.The geoid height was determined by GEOID03.
 KX0438
 KX0438.The dynamic height is computed by dividing the NAVD 88
 KX0438.geopotential number by the normal gravity value computed on the
 KX0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0438.degrees latitude (g = 980.6199 gals.).
 KX0438
 KX0438.The modeled gravity was interpolated from observed gravity values.
 KX0438
 KX0438;                    North         East    Units  Estimated Accuracy
 KX0438;SPC PA S     -   116,710.      516,500.      MT  (+/- 180 meters Scaled)
 KX0438
 KX0438                          SUPERSEDED SURVEY CONTROL
 KX0438
 KX0438  NGVD 29 (??/??/92)  481.182  (m)         1578.68   (f) ADJ UNCH    1 1
 KX0438
 KX0438.Superseded values are not recommended for survey control.
 KX0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0438.See file dsdata.txt to determine how the superseded data were derived.
 KX0438
 KX0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE924724(NAD 83)
 KX0438_MARKER: DB = BENCH MARK DISK
 KX0438_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0438_SP_SET: UNDERPASS
 KX0438_STAMPING: A 346 1966
 KX0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0438
 KX0438  HISTORY     - Date     Condition        Report By
 KX0438  HISTORY     - 1966     MONUMENTED       CGS
 KX0438
 KX0438                          STATION DESCRIPTION
 KX0438
 KX0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0438'3.4 MI SW FROM PORTAGE.
 KX0438'ABOUT 3.4 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0438'STATE HIGHWAY 164 OVERPASS AT PORTAGE, 0.15 MILE SOUTHWEST OF
 KX0438'MILEPOST 262, SET ON THE TOP OF THE EAST END OF THE SOUTH HEAD WALL
 KX0438'OF THE OLD STATE HIGHWAY 53 UNDERPASS, 22.5 FEET SOUTH OF THE
 KX0438'SOUTH RAIL AND 5 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0027 ***********************************************************************
 KY0027  DESIGNATION -  A 347
 KY0027  PID         -  KY0027
 KY0027  STATE/COUNTY-  PA/BEAVER
 KY0027  USGS QUAD   -  BADEN (1990)
 KY0027
 KY0027                         *CURRENT SURVEY CONTROL
 KY0027  ___________________________________________________________________
 KY0027* NAD 83(1986)-  40 38 21.     (N)    080 14 42.     (W)     SCALED    
 KY0027* NAVD 88     -       232.601  (meters)     763.13   (feet)  ADJUSTED  
 KY0027  ___________________________________________________________________
 KY0027  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 KY0027  DYNAMIC HT  -         232.482 (meters)     762.73  (feet)  COMP
 KY0027  MODELED GRAV-     980,109.6   (mgal)                       NAVD 88
 KY0027
 KY0027  VERT ORDER  -  FIRST     CLASS I
 KY0027
 KY0027.The horizontal coordinates were scaled from a topographic map and have
 KY0027.an estimated accuracy of +/- 6 seconds.
 KY0027
 KY0027.The orthometric height was determined by differential leveling
 KY0027.and adjusted by the National Geodetic Survey in June 1991..
 KY0027
 KY0027.The geoid height was determined by GEOID03.
 KY0027
 KY0027.The dynamic height is computed by dividing the NAVD 88
 KY0027.geopotential number by the normal gravity value computed on the
 KY0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0027.degrees latitude (g = 980.6199 gals.).
 KY0027
 KY0027.The modeled gravity was interpolated from observed gravity values.
 KY0027
 KY0027;                    North         East    Units  Estimated Accuracy
 KY0027;SPC PA S     -   147,980.      388,980.      MT  (+/- 180 meters Scaled)
 KY0027
 KY0027                          SUPERSEDED SURVEY CONTROL
 KY0027
 KY0027  NGVD 29 (??/??/92)  232.724  (m)          763.53   (f) ADJ UNCH    1 1
 KY0027
 KY0027.Superseded values are not recommended for survey control.
 KY0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0027.See file dsdata.txt to determine how the superseded data were derived.
 KY0027
 KY0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE638989(NAD 83)
 KY0027_MARKER: DB = BENCH MARK DISK
 KY0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0027_SP_SET: PIER LEG
 KY0027_STAMPING: A 347 1966
 KY0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0027
 KY0027  HISTORY     - Date     Condition        Report By
 KY0027  HISTORY     - 1966     MONUMENTED       CGS
 KY0027
 KY0027                          STATION DESCRIPTION
 KY0027
 KY0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KY0027'1.5 MI N FROM ALIQUIPPA.
 KY0027'ABOUT 1.5 MILES NORTH ALONG THE PITTSBURGH AND LAKE ERIE RAILROAD
 KY0027'FROM THE STATION AT ALIQUIPPA, ABOUT 0.5 MILE SOUTH OF MILEPOST NO.
 KY0027'P 21, SET VERTICALLY IN THE EAST FACE OF THE NORTH LEG OF THE WEST
 KY0027'PIER UNDER A LARGE OVERPASS OVER THE RAILROAD YARDS, 18 FEET WEST
 KY0027'OF THE WEST RAIL OF THE WEST ONE OF SEVERAL TRACKS, 2 FEET ABOVE
 KY0027'THE GROUND AND ABOUT LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0198 ***********************************************************************
 MB0198  DESIGNATION -  A 348
 MB0198  PID         -  MB0198
 MB0198  STATE/COUNTY-  PA/CRAWFORD
 MB0198  USGS QUAD   -  COCHRANTON (1973)
 MB0198
 MB0198                         *CURRENT SURVEY CONTROL
 MB0198  ___________________________________________________________________
 MB0198* NAD 83(1986)-  41 37 11.     (N)    080 01 49.     (W)     SCALED    
 MB0198* NAVD 88     -       390.938  (meters)    1282.60   (feet)  ADJUSTED  
 MB0198  ___________________________________________________________________
 MB0198  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 MB0198  DYNAMIC HT  -         390.771 (meters)    1282.05  (feet)  COMP
 MB0198  MODELED GRAV-     980,183.5   (mgal)                       NAVD 88
 MB0198
 MB0198  VERT ORDER  -  SECOND    CLASS 0
 MB0198
 MB0198.The horizontal coordinates were scaled from a topographic map and have
 MB0198.an estimated accuracy of +/- 6 seconds.
 MB0198
 MB0198.The orthometric height was determined by differential leveling
 MB0198.and adjusted by the National Geodetic Survey in June 1991..
 MB0198
 MB0198.The geoid height was determined by GEOID03.
 MB0198
 MB0198.The dynamic height is computed by dividing the NAVD 88
 MB0198.geopotential number by the normal gravity value computed on the
 MB0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0198.degrees latitude (g = 980.6199 gals.).
 MB0198
 MB0198.The modeled gravity was interpolated from observed gravity values.
 MB0198
 MB0198;                    North         East    Units  Estimated Accuracy
 MB0198;SPC PA N     -   163,870.      409,990.      MT  (+/- 180 meters Scaled)
 MB0198
 MB0198                          SUPERSEDED SURVEY CONTROL
 MB0198
 MB0198  NGVD 29 (??/??/92)  391.106  (m)         1283.15   (f) ADJ UNCH    2 0
 MB0198
 MB0198.Superseded values are not recommended for survey control.
 MB0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0198.See file dsdata.txt to determine how the superseded data were derived.
 MB0198
 MB0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG807080(NAD 83)
 MB0198_MARKER: DB = BENCH MARK DISK
 MB0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0198_STAMPING: A 348 1967
 MB0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0198+STABILITY: SURFACE MOTION
 MB0198
 MB0198  HISTORY     - Date     Condition        Report By
 MB0198  HISTORY     - 1967     MONUMENTED       CGS
 MB0198  HISTORY     - 20000801 GOOD             PADT
 MB0198
 MB0198                          STATION DESCRIPTION
 MB0198
 MB0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MB0198'6.4 MI E FROM MEADVILLE.
 MB0198'ABOUT 6.4 MILES EAST ALONG STATE HIGHWAY 27 FROM ITS JUNCTION
 MB0198'WITH STATE HIGHWAY 77 IN MEADVILLE, 56 FEET NORTH OF THE
 MB0198'NORTHEAST CORNER OF A PORCH OF A FRAME HOUSE, 24 FEET WEST OF
 MB0198'THE CENTERLINE OF HIGHWAY, 2 FEET EAST OF TELEPHONE POLE NO. 57,
 MB0198'SET IN THE TOP OF A CONCRETE POST PROJECTING 1-INCH AND IS ABOUT
 MB0198'LEVEL WITH THE HIGHWAY.
 MB0198
 MB0198                          STATION RECOVERY (2000)
 MB0198
 MB0198'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 MB0198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1588 ***********************************************************************
 MA1588  DESIGNATION -  A 348 X
 MA1588  PID         -  MA1588
 MA1588  STATE/COUNTY-  PA/CRAWFORD
 MA1588  USGS QUAD   -  SUGAR LAKE (1969)
 MA1588
 MA1588                         *CURRENT SURVEY CONTROL
 MA1588  ___________________________________________________________________
 MA1588* NAD 83(1986)-  41 35 32.     (N)    079 55 30.     (W)     SCALED    
 MA1588* NAVD 88     -       455.326  (meters)    1493.85   (feet)  ADJUSTED  
 MA1588  ___________________________________________________________________
 MA1588  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 MA1588  DYNAMIC HT  -         455.134 (meters)    1493.22  (feet)  COMP
 MA1588  MODELED GRAV-     980,185.8   (mgal)                       NAVD 88
 MA1588
 MA1588  VERT ORDER  -  SECOND    CLASS 0
 MA1588
 MA1588.The horizontal coordinates were scaled from a topographic map and have
 MA1588.an estimated accuracy of +/- 6 seconds.
 MA1588
 MA1588.The orthometric height was determined by differential leveling
 MA1588.and adjusted by the National Geodetic Survey in June 1991..
 MA1588
 MA1588.The geoid height was determined by GEOID03.
 MA1588
 MA1588.The dynamic height is computed by dividing the NAVD 88
 MA1588.geopotential number by the normal gravity value computed on the
 MA1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1588.degrees latitude (g = 980.6199 gals.).
 MA1588
 MA1588.The modeled gravity was interpolated from observed gravity values.
 MA1588
 MA1588;                    North         East    Units  Estimated Accuracy
 MA1588;SPC PA N     -   160,590.      418,680.      MT  (+/- 180 meters Scaled)
 MA1588
 MA1588                          SUPERSEDED SURVEY CONTROL
 MA1588
 MA1588  NGVD 29 (??/??/92)  455.499  (m)         1494.42   (f) ADJ UNCH    2 0
 MA1588
 MA1588.Superseded values are not recommended for survey control.
 MA1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1588.See file dsdata.txt to determine how the superseded data were derived.
 MA1588
 MA1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG895050(NAD 83)
 MA1588_MARKER: DB = BENCH MARK DISK
 MA1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1588_STAMPING: A 348 X 1967
 MA1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1588+STABILITY: SURFACE MOTION
 MA1588
 MA1588  HISTORY     - Date     Condition        Report By
 MA1588  HISTORY     - 1967     MONUMENTED       CGS
 MA1588
 MA1588                          STATION DESCRIPTION
 MA1588
 MA1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MA1588'12.7 MI E FROM MEADVILLE.
 MA1588'12.7 MILES EAST ALONG STATE HIGHWAY 27 FROM ITS JUNCTION WITH
 MA1588'STATE HIGHWAY 77 IN MEADVILLE, 27 FEET SOUTH OF THE CENTERLINE
 MA1588'OF HIGHWAY, 10 FEET WEST OF THE APPROXIMATE CENTER OF A FARM
 MA1588'ROAD, 2.5 FEET SOUTH OF A POWER LINE POLE, 3.5 FEET SOUTHEAST
 MA1588'OF A METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE POST
 MA1588'PROJECTING 1-INCH AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0460 ***********************************************************************
 KX0460  DESIGNATION -  A 349
 KX0460  PID         -  KX0460
 KX0460  STATE/COUNTY-  PA/CAMBRIA
 KX0460  USGS QUAD   -  JOHNSTOWN (1981)
 KX0460
 KX0460                         *CURRENT SURVEY CONTROL
 KX0460  ___________________________________________________________________
 KX0460* NAD 83(1986)-  40 20 18.     (N)    078 52 57.     (W)     SCALED    
 KX0460* NAVD 88     -       431.601  (meters)    1416.01   (feet)  ADJUSTED  
 KX0460  ___________________________________________________________________
 KX0460  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KX0460  DYNAMIC HT  -         431.369 (meters)    1415.25  (feet)  COMP
 KX0460  MODELED GRAV-     980,075.1   (mgal)                       NAVD 88
 KX0460
 KX0460  VERT ORDER  -  FIRST     CLASS I
 KX0460
 KX0460.The horizontal coordinates were scaled from a topographic map and have
 KX0460.an estimated accuracy of +/- 6 seconds.
 KX0460
 KX0460.The orthometric height was determined by differential leveling
 KX0460.and adjusted by the National Geodetic Survey in June 1991..
 KX0460
 KX0460.The geoid height was determined by GEOID03.
 KX0460
 KX0460.The dynamic height is computed by dividing the NAVD 88
 KX0460.geopotential number by the normal gravity value computed on the
 KX0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0460.degrees latitude (g = 980.6199 gals.).
 KX0460
 KX0460.The modeled gravity was interpolated from observed gravity values.
 KX0460
 KX0460;                    North         East    Units  Estimated Accuracy
 KX0460;SPC PA S     -   112,210.      503,780.      MT  (+/- 180 meters Scaled)
 KX0460
 KX0460                          SUPERSEDED SURVEY CONTROL
 KX0460
 KX0460  NGVD 29 (??/??/92)  431.768  (m)         1416.56   (f) ADJ UNCH    1 1
 KX0460
 KX0460.Superseded values are not recommended for survey control.
 KX0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0460.See file dsdata.txt to determine how the superseded data were derived.
 KX0460
 KX0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE798674(NAD 83)
 KX0460_MARKER: DB = BENCH MARK DISK
 KX0460_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0460_SP_SET: CULVERT
 KX0460_STAMPING: A 349 1966
 KX0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0460_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KX0460+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2001
 KX0460
 KX0460  HISTORY     - Date     Condition        Report By
 KX0460  HISTORY     - 1966     MONUMENTED       CGS
 KX0460  HISTORY     - 20010322 GOOD             PADT
 KX0460
 KX0460                          STATION DESCRIPTION
 KX0460
 KX0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0460'AT FRANKLIN.
 KX0460'AT FRANKLIN, ABOUT 0.25 MILE SOUTHEAST ALONG BRIDGE STREET FROM
 KX0460'THE JUNCTION OF MAIN STREET, SET ON THE TOP OF THE SOUTHWEST END
 KX0460'OF THE SOUTHEAST CONCRETE HEAD WALL FOR A 24-INCH PIPE CULVERT, 82
 KX0460'FEET NORTHEAST OF THE CENTER LINE OF BRIDGE STREET, 19 FEET
 KX0460'SOUTHEAST OF THE CENTER LINE OF BIRCH STREET AND 1 1/2 FEET ABOVE
 KX0460'THE LEVEL OF THE BRIDGE.
 KX0460
 KX0460                          STATION RECOVERY (2001)
 KX0460
 KX0460'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (TRN)
 KX0460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1614 ***********************************************************************
 MA1614  DESIGNATION -  A 349 X
 MA1614  PID         -  MA1614
 MA1614  STATE/COUNTY-  PA/WARREN
 MA1614  USGS QUAD   -  COLUMBUS (1990)
 MA1614
 MA1614                         *CURRENT SURVEY CONTROL
 MA1614  ___________________________________________________________________
 MA1614* NAD 83(1986)-  41 55 41.     (N)    079 35 45.     (W)     SCALED    
 MA1614* NAVD 88     -       429.879  (meters)    1410.36   (feet)  ADJUSTED  
 MA1614  ___________________________________________________________________
 MA1614  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 MA1614  DYNAMIC HT  -         429.703 (meters)    1409.78  (feet)  COMP
 MA1614  MODELED GRAV-     980,199.4   (mgal)                       NAVD 88
 MA1614
 MA1614  VERT ORDER  -  SECOND    CLASS 0
 MA1614
 MA1614.The horizontal coordinates were scaled from a topographic map and have
 MA1614.an estimated accuracy of +/- 6 seconds.
 MA1614
 MA1614.The orthometric height was determined by differential leveling
 MA1614.and adjusted by the National Geodetic Survey in June 1991..
 MA1614
 MA1614.The geoid height was determined by GEOID03.
 MA1614
 MA1614.The dynamic height is computed by dividing the NAVD 88
 MA1614.geopotential number by the normal gravity value computed on the
 MA1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1614.degrees latitude (g = 980.6199 gals.).
 MA1614
 MA1614.The modeled gravity was interpolated from observed gravity values.
 MA1614
 MA1614;                    North         East    Units  Estimated Accuracy
 MA1614;SPC PA N     -   197,250.      446,910.      MT  (+/- 180 meters Scaled)
 MA1614
 MA1614                          SUPERSEDED SURVEY CONTROL
 MA1614
 MA1614  NGVD 29 (??/??/92)  430.032  (m)         1410.86   (f) ADJ UNCH    2 0
 MA1614
 MA1614.Superseded values are not recommended for survey control.
 MA1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1614.See file dsdata.txt to determine how the superseded data were derived.
 MA1614
 MA1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG164427(NAD 83)
 MA1614_MARKER: DB = BENCH MARK DISK
 MA1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1614_STAMPING: A 349 X 1967
 MA1614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1614+STABILITY: SURFACE MOTION
 MA1614
 MA1614  HISTORY     - Date     Condition        Report By
 MA1614  HISTORY     - 1967     MONUMENTED       CGS
 MA1614  HISTORY     - 1968     GOOD             NGS
 MA1614
 MA1614                          STATION DESCRIPTION
 MA1614
 MA1614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MA1614'0.9 MI SW FROM COLUMBUS.
 MA1614'BENCH MARK A 349 WAS RECOVERED IN GOOD CONDITION.  A DUPLICATION
 MA1614'OF DESIGNATION WAS FOUND SO THIS MARK WAS STAMPED WITH AN X AFTER
 MA1614'A 349.  THE MARK IS 0.3 MILE WEST ALONG U.S. HIGHWAY 6 FROM ITS
 MA1614'JUNCTION WITH STATE HIGHWAY 957 IN COLUMBUS TO SPENCER ROAD.
 MA1614'THEN SOUTH ALONG SPENCER ROAD FOR 0.6 MILE.  THE MARK IS IN A
 MA1614'CONCRETE POST PROJECTING 1 INCH, 65 FEET SOUTH OF A SIDE ROAD,
 MA1614'2.8 FEET SOUTH OF A TELEPHONE POLE, 21 FEET SOUTH OF THE
 MA1614'CENTERLINE OF SPENCER ROAD AND 1.5 FEET SOUTH OF A WITNESS
 MA1614'POST.  NOTE-- X STAMPED BY HEARTEY IN APRIL 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1458 ***********************************************************************
 LZ1458  DESIGNATION -  A 35
 LZ1458  PID         -  LZ1458
 LZ1458  STATE/COUNTY-  PA/POTTER
 LZ1458  USGS QUAD   -  ULYSSES (1969)
 LZ1458
 LZ1458                         *CURRENT SURVEY CONTROL
 LZ1458  ___________________________________________________________________
 LZ1458* NAD 83(1986)-  41 54 16.     (N)    077 48 09.     (W)     SCALED    
 LZ1458* NAVD 88     -       596.537  (meters)    1957.14   (feet)  ADJUSTED  
 LZ1458  ___________________________________________________________________
 LZ1458  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 LZ1458  DYNAMIC HT  -         596.285 (meters)    1956.31  (feet)  COMP
 LZ1458  MODELED GRAV-     980,180.7   (mgal)                       NAVD 88
 LZ1458
 LZ1458  VERT ORDER  -  SECOND    CLASS 0
 LZ1458
 LZ1458.The horizontal coordinates were scaled from a topographic map and have
 LZ1458.an estimated accuracy of +/- 6 seconds.
 LZ1458
 LZ1458.The orthometric height was determined by differential leveling
 LZ1458.and adjusted by the National Geodetic Survey in June 1991..
 LZ1458
 LZ1458.The geoid height was determined by GEOID03.
 LZ1458
 LZ1458.The dynamic height is computed by dividing the NAVD 88
 LZ1458.geopotential number by the normal gravity value computed on the
 LZ1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1458.degrees latitude (g = 980.6199 gals.).
 LZ1458
 LZ1458.The modeled gravity was interpolated from observed gravity values.
 LZ1458
 LZ1458;                    North         East    Units  Estimated Accuracy
 LZ1458;SPC PA N     -   192,990.      595,640.      MT  (+/- 180 meters Scaled)
 LZ1458
 LZ1458                          SUPERSEDED SURVEY CONTROL
 LZ1458
 LZ1458  NGVD 29 (??/??/92)  596.664  (m)         1957.56   (f) ADJ UNCH    2 0
 LZ1458
 LZ1458.Superseded values are not recommended for survey control.
 LZ1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1458.See file dsdata.txt to determine how the superseded data were derived.
 LZ1458
 LZ1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM675429(NAD 83)
 LZ1458_MARKER: DB = BENCH MARK DISK
 LZ1458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1458_SP_SET: WATER TOWER BASE
 LZ1458_STAMPING: A 35 1934
 LZ1458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1458
 LZ1458  HISTORY     - Date     Condition        Report By
 LZ1458  HISTORY     - 1934     MONUMENTED       CGS
 LZ1458
 LZ1458                          STATION DESCRIPTION
 LZ1458
 LZ1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1458'3 MI S FROM WEST BINGHAM.
 LZ1458'3.0 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 LZ1458'WEST BINGHAM, POTTER COUNTY, AT PUSHER SIDING, ABOUT 600 FEET
 LZ1458'NORTH OF MILEPOST 19, ABOUT 350 FEET SOUTH OF THE NORTH END
 LZ1458'OF THE SIDING, IN THE EAST SIDE OF THE BASE OF A WATER TOWER,
 LZ1458'12 FEET WEST OF THE WEST RAIL, AND ABOUT 3 FEET HIGHER THAN THE
 LZ1458'TOP OF THE RAIL.  A STANDARD DISK, STAMPED A 35 1934 AND SET
 LZ1458'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0684 ***********************************************************************
 MA0684  DESIGNATION -  A 350
 MA0684  PID         -  MA0684
 MA0684  STATE/COUNTY-  PA/MCKEAN
 MA0684  USGS QUAD   -  KANE (1977)
 MA0684
 MA0684                         *CURRENT SURVEY CONTROL
 MA0684  ___________________________________________________________________
 MA0684* NAD 83(1986)-  41 40 51.     (N)    078 50 00.     (W)     SCALED    
 MA0684* NAVD 88     -       584.169  (meters)    1916.56   (feet)  ADJUSTED  
 MA0684  ___________________________________________________________________
 MA0684  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 MA0684  DYNAMIC HT  -         583.914 (meters)    1915.72  (feet)  COMP
 MA0684  MODELED GRAV-     980,167.7   (mgal)                       NAVD 88
 MA0684
 MA0684  VERT ORDER  -  SECOND    CLASS 0
 MA0684
 MA0684.The horizontal coordinates were scaled from a topographic map and have
 MA0684.an estimated accuracy of +/- 6 seconds.
 MA0684
 MA0684.The orthometric height was determined by differential leveling
 MA0684.and adjusted by the National Geodetic Survey in June 1991..
 MA0684
 MA0684.The geoid height was determined by GEOID03.
 MA0684
 MA0684.The dynamic height is computed by dividing the NAVD 88
 MA0684.geopotential number by the normal gravity value computed on the
 MA0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0684.degrees latitude (g = 980.6199 gals.).
 MA0684
 MA0684.The modeled gravity was interpolated from observed gravity values.
 MA0684
 MA0684;                    North         East    Units  Estimated Accuracy
 MA0684;SPC PA N     -   168,720.      509,800.      MT  (+/- 180 meters Scaled)
 MA0684
 MA0684                          SUPERSEDED SURVEY CONTROL
 MA0684
 MA0684  NGVD 29 (??/??/92)  584.277  (m)         1916.92   (f) ADJ UNCH    2 0
 MA0684
 MA0684.Superseded values are not recommended for survey control.
 MA0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0684.See file dsdata.txt to determine how the superseded data were derived.
 MA0684
 MA0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG803166(NAD 83)
 MA0684_MARKER: DB = BENCH MARK DISK
 MA0684_SETTING: 80 = SET IN A BOULDER
 MA0684_SP_SET: BOULDER
 MA0684_STAMPING: A 350 1967
 MA0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0684+STABILITY: SURFACE MOTION
 MA0684_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MA0684+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2005
 MA0684
 MA0684  HISTORY     - Date     Condition        Report By
 MA0684  HISTORY     - 1967     MONUMENTED       CGS
 MA0684  HISTORY     - 1968     GOOD             NGS
 MA0684  HISTORY     - 20010625 GOOD             USPSQD
 MA0684  HISTORY     - 20051021 GOOD             USPSQD
 MA0684
 MA0684                          STATION DESCRIPTION
 MA0684
 MA0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MA0684'1.9 MI W FROM KANE.
 MA0684'ABOUT 1.9 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE
 MA0684'IN KANE, SET IN THE TOP OF THE HIGHEST POINT OF A 14 X 32
 MA0684'FOOT BOULDER, 62 FEET WEST OF THE CENTERLINE OF HIGHWAY, 60
 MA0684'FEET NORTH OF THE NORTHWEST CORNER OF A SMALL BLOCK BUILDING, 58
 MA0684'FEET WEST OF THE WEST END OF A CULVERT, 25 FEET NORTHEAST OF
 MA0684'THE APPROXIMATE CENTER OF A TRACK ROAD, AND IS ABOUT LEVEL WITH
 MA0684'THE HIGHWAY.
 MA0684
 MA0684                          STATION RECOVERY (2001)
 MA0684
 MA0684'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA0684'DELETE REFERENCE TO SMALL BLOCK BUILDING.
 MA0684
 MA0684                          STATION RECOVERY (2005)
 MA0684
 MA0684'RECOVERY NOTE BY US POWER SQUADRON 2005 (SG)
 MA0684'DELETE REFERENCE TO SMALL BLOCK BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0713 ***********************************************************************
 MA0713  DESIGNATION -  A 351
 MA0713  PID         -  MA0713
 MA0713  STATE/COUNTY-  PA/MCKEAN
 MA0713  USGS QUAD   -  CYCLONE (1981)
 MA0713
 MA0713                         *CURRENT SURVEY CONTROL
 MA0713  ___________________________________________________________________
 MA0713* NAD 83(1986)-  41 46 13.     (N)    078 30 49.     (W)     SCALED    
 MA0713* NAVD 88     -       480.881  (meters)    1577.69   (feet)  ADJUSTED  
 MA0713  ___________________________________________________________________
 MA0713  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 MA0713  DYNAMIC HT  -         480.679 (meters)    1577.03  (feet)  COMP
 MA0713  MODELED GRAV-     980,188.0   (mgal)                       NAVD 88
 MA0713
 MA0713  VERT ORDER  -  SECOND    CLASS 0
 MA0713
 MA0713.The horizontal coordinates were scaled from a topographic map and have
 MA0713.an estimated accuracy of +/- 6 seconds.
 MA0713
 MA0713.The orthometric height was determined by differential leveling
 MA0713.and adjusted by the National Geodetic Survey in June 1991..
 MA0713
 MA0713.The geoid height was determined by GEOID03.
 MA0713
 MA0713.The dynamic height is computed by dividing the NAVD 88
 MA0713.geopotential number by the normal gravity value computed on the
 MA0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0713.degrees latitude (g = 980.6199 gals.).
 MA0713
 MA0713.The modeled gravity was interpolated from observed gravity values.
 MA0713
 MA0713;                    North         East    Units  Estimated Accuracy
 MA0713;SPC PA N     -   178,370.      536,510.      MT  (+/- 180 meters Scaled)
 MA0713
 MA0713                          SUPERSEDED SURVEY CONTROL
 MA0713
 MA0713  NGVD 29 (??/??/92)  481.021  (m)         1578.15   (f) ADJ UNCH    2 0
 MA0713
 MA0713.Superseded values are not recommended for survey control.
 MA0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0713.See file dsdata.txt to determine how the superseded data were derived.
 MA0713
 MA0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG066272(NAD 83)
 MA0713_MARKER: DD = SURVEY DISK
 MA0713_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0713_SP_SET: BRIDGE
 MA0713_STAMPING: A 351 1968
 MA0713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0713+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 MA0713
 MA0713  HISTORY     - Date     Condition        Report By
 MA0713  HISTORY     - 1968     MONUMENTED       PADH
 MA0713  HISTORY     - 1968     GOOD             NGS
 MA0713  HISTORY     - 20010425 MARK NOT FOUND   USPSQD
 MA0713  HISTORY     - 20050712 GOOD             USPSQD
 MA0713
 MA0713                          STATION DESCRIPTION
 MA0713
 MA0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MA0713'4.7 MI W FROM SMETHPORT.
 MA0713'ABOUT 0.3 MILE WEST ALONG U.S. HIGHWAY 6 AND STATE HIGHWAY 59,
 MA0713'THENCE 4.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 6, SET IN THE TOP
 MA0713'OF THE SOUTHWEST WINGWALL OF A BRIDGE, 115 FEET EAST OF THE
 MA0713'EAST CORNER OF A LARGE BARN, 21 FEET SOUTHEAST OF THE CENTERLINE
 MA0713'OF HIGHWAY AND IS ABOUT LEVEL WITH THE HIGHWAY.
 MA0713
 MA0713                          STATION RECOVERY (2001)
 MA0713
 MA0713'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA0713'MARK NOT FOUND.
 MA0713
 MA0713                          STATION RECOVERY (2005)
 MA0713
 MA0713'RECOVERY NOTE BY US POWER SQUADRON 2005 (SG)
 MA0713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0093 ***********************************************************************
 MA0093  DESIGNATION -  A 352
 MA0093  PID         -  MA0093
 MA0093  STATE/COUNTY-  PA/POTTER
 MA0093  USGS QUAD   -  COUDERSPORT (1983)
 MA0093
 MA0093                         *CURRENT SURVEY CONTROL
 MA0093  ___________________________________________________________________
 MA0093* NAD 83(1986)-  41 46 31.     (N)    078 00 06.     (W)     SCALED    
 MA0093* NAVD 88     -       519.328  (meters)    1703.83   (feet)  ADJUSTED  
 MA0093  ___________________________________________________________________
 MA0093  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 MA0093  DYNAMIC HT  -         519.110 (meters)    1703.11  (feet)  COMP
 MA0093  MODELED GRAV-     980,185.6   (mgal)                       NAVD 88
 MA0093
 MA0093  VERT ORDER  -  SECOND    CLASS 0
 MA0093
 MA0093.The horizontal coordinates were scaled from a topographic map and have
 MA0093.an estimated accuracy of +/- 6 seconds.
 MA0093
 MA0093.The orthometric height was determined by differential leveling
 MA0093.and adjusted by the National Geodetic Survey in June 1991..
 MA0093
 MA0093.The geoid height was determined by GEOID03.
 MA0093
 MA0093.The dynamic height is computed by dividing the NAVD 88
 MA0093.geopotential number by the normal gravity value computed on the
 MA0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0093.degrees latitude (g = 980.6199 gals.).
 MA0093
 MA0093.The modeled gravity was interpolated from observed gravity values.
 MA0093
 MA0093;                    North         East    Units  Estimated Accuracy
 MA0093;SPC PA N     -   178,680.      579,080.      MT  (+/- 180 meters Scaled)
 MA0093
 MA0093                          SUPERSEDED SURVEY CONTROL
 MA0093
 MA0093  NGVD 29 (??/??/92)  519.461  (m)         1704.27   (f) ADJ UNCH    2 0
 MA0093
 MA0093.Superseded values are not recommended for survey control.
 MA0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0093.See file dsdata.txt to determine how the superseded data were derived.
 MA0093
 MA0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG492291(NAD 83)
 MA0093_MARKER: DB = BENCH MARK DISK
 MA0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0093_SP_SET: CATCH BASIN
 MA0093_STAMPING: A 352 1968
 MA0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0093
 MA0093  HISTORY     - Date     Condition        Report By
 MA0093  HISTORY     - 1968     MONUMENTED       CGS
 MA0093  HISTORY     - 20041220 POOR             USPSQD
 MA0093
 MA0093                          STATION DESCRIPTION
 MA0093
 MA0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MA0093'1 MI E FROM COUDERSPORT.
 MA0093'1.0 MILE EAST ALONG U.S. HIGHWAY 6 FROM THE COURT HOUSE IN
 MA0093'COUDERSPORT, SET IN THE TOP OF THE EAST END OF BACKWALL OF A
 MA0093'CATCH BASIN, 23 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 14 FEET
 MA0093'SOUTHEAST OF A GUYED LINE POLE, 0.5 FOOT WEST OF THE EAST END OF
 MA0093'BACKWALL AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 MA0093
 MA0093                          STATION RECOVERY (2004)
 MA0093
 MA0093'RECOVERY NOTE BY US POWER SQUADRON 2004 (KCS)
 MA0093'HEADWALL WAS REPLACE IN THE LATE 80'S
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0859 ***********************************************************************
 LZ0859  DESIGNATION -  A 353
 LZ0859  PID         -  LZ0859
 LZ0859  STATE/COUNTY-  PA/TIOGA
 LZ0859  USGS QUAD   -  KEENEYVILLE (1994)
 LZ0859
 LZ0859                         *CURRENT SURVEY CONTROL
 LZ0859  ___________________________________________________________________
 LZ0859* NAD 83(1986)-  41 47 07.     (N)    077 18 34.     (W)     SCALED    
 LZ0859* NAVD 88     -       360.736  (meters)    1183.51   (feet)  ADJUSTED  
 LZ0859  ___________________________________________________________________
 LZ0859  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 LZ0859  DYNAMIC HT  -         360.588 (meters)    1183.03  (feet)  COMP
 LZ0859  MODELED GRAV-     980,201.2   (mgal)                       NAVD 88
 LZ0859
 LZ0859  VERT ORDER  -  SECOND    CLASS 0
 LZ0859
 LZ0859.The horizontal coordinates were scaled from a topographic map and have
 LZ0859.an estimated accuracy of +/- 6 seconds.
 LZ0859
 LZ0859.The orthometric height was determined by differential leveling
 LZ0859.and adjusted by the National Geodetic Survey in June 1991..
 LZ0859
 LZ0859.The geoid height was determined by GEOID03.
 LZ0859
 LZ0859.The dynamic height is computed by dividing the NAVD 88
 LZ0859.geopotential number by the normal gravity value computed on the
 LZ0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0859.degrees latitude (g = 980.6199 gals.).
 LZ0859
 LZ0859.The modeled gravity was interpolated from observed gravity values.
 LZ0859
 LZ0859;                    North         East    Units  Estimated Accuracy
 LZ0859;SPC PA N     -   179,850.      636,620.      MT  (+/- 180 meters Scaled)
 LZ0859
 LZ0859                          SUPERSEDED SURVEY CONTROL
 LZ0859
 LZ0859  NGVD 29 (??/??/92)  360.870  (m)         1183.95   (f) ADJ UNCH    2 0
 LZ0859
 LZ0859.Superseded values are not recommended for survey control.
 LZ0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0859.See file dsdata.txt to determine how the superseded data were derived.
 LZ0859
 LZ0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM080285(NAD 83)
 LZ0859_MARKER: DB = BENCH MARK DISK
 LZ0859_SETTING: 0 = UNSPECIFIED SETTING
 LZ0859_STAMPING: A 353 1968
 LZ0859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0859
 LZ0859  HISTORY     - Date     Condition        Report By
 LZ0859  HISTORY     - 1968     MONUMENTED       CGS
 LZ0859
 LZ0859                          STATION DESCRIPTION
 LZ0859
 LZ0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ0859'2.8 MI NW FROM WELLSBORO.
 LZ0859'ABOUT 2.75 MILES NORTHWEST ALONG U.S. HIGHWAY 6 AND STATE
 LZ0859'HIGHWAY 287 FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 LZ0859'HIGHWAYS 660 AND 287 IN WELLSBORO, 0.05 MILE NORTHEAST OF THE
 LZ0859'JUNCTION OF U.S. HIGHWAY 6 AND STATE HIGHWAY 287, 15.2 FEET
 LZ0859'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 287 AND IS ABOUT
 LZ0859'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0657 ***********************************************************************
 LZ0657  DESIGNATION -  A 354
 LZ0657  PID         -  LZ0657
 LZ0657  STATE/COUNTY-  PA/TIOGA
 LZ0657  USGS QUAD   -  JACKSON SUMMIT (1986)
 LZ0657
 LZ0657                         *CURRENT SURVEY CONTROL
 LZ0657  ___________________________________________________________________
 LZ0657* NAD 83(1986)-  41 55 47.     (N)    077 06 57.     (W)     SCALED    
 LZ0657* NAVD 88     -       310.339  (meters)    1018.17   (feet)  ADJUSTED  
 LZ0657  ___________________________________________________________________
 LZ0657  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 LZ0657  DYNAMIC HT  -         310.222 (meters)    1017.79  (feet)  COMP
 LZ0657  MODELED GRAV-     980,236.6   (mgal)                       NAVD 88
 LZ0657
 LZ0657  VERT ORDER  -  SECOND    CLASS 0
 LZ0657
 LZ0657.The horizontal coordinates were scaled from a topographic map and have
 LZ0657.an estimated accuracy of +/- 6 seconds.
 LZ0657
 LZ0657.The orthometric height was determined by differential leveling
 LZ0657.and adjusted by the National Geodetic Survey in June 1991..
 LZ0657
 LZ0657.The geoid height was determined by GEOID03.
 LZ0657
 LZ0657.The dynamic height is computed by dividing the NAVD 88
 LZ0657.geopotential number by the normal gravity value computed on the
 LZ0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0657.degrees latitude (g = 980.6199 gals.).
 LZ0657
 LZ0657.The modeled gravity was interpolated from observed gravity values.
 LZ0657
 LZ0657;                    North         East    Units  Estimated Accuracy
 LZ0657;SPC PA N     -   195,990.      652,600.      MT  (+/- 180 meters Scaled)
 LZ0657
 LZ0657                          SUPERSEDED SURVEY CONTROL
 LZ0657
 LZ0657  NGVD 29 (??/??/92)  310.490  (m)         1018.67   (f) ADJ UNCH    2 0
 LZ0657
 LZ0657.Superseded values are not recommended for survey control.
 LZ0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0657.See file dsdata.txt to determine how the superseded data were derived.
 LZ0657
 LZ0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM245441(NAD 83)
 LZ0657_MARKER: DD = SURVEY DISK
 LZ0657_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0657_SP_SET: BRIDGE
 LZ0657_STAMPING: A 354 1968
 LZ0657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0657
 LZ0657  HISTORY     - Date     Condition        Report By
 LZ0657  HISTORY     - 1968     MONUMENTED       PADH
 LZ0657  HISTORY     - 1968     GOOD             NGS
 LZ0657
 LZ0657                          STATION DESCRIPTION
 LZ0657
 LZ0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0657'2.1 MI N FROM TIOGA.
 LZ0657'2.1 MILES NORTH ALONG U.S. HIGHWAY 15 FROM THE POST OFFICE
 LZ0657'IN TIOGA, SET IN THE TOP OF THE SOUTHWEST WINGWALL OF A BRIDGE
 LZ0657'OVER A SMALL CREEK, 22 FEET SOUTH OF THE CENTERLINE OF THE
 LZ0657'HIGHWAY, 14.5 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD, AND
 LZ0657'IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1278 ***********************************************************************
 LZ1278  DESIGNATION -  A 355
 LZ1278  PID         -  LZ1278
 LZ1278  STATE/COUNTY-  PA/CLINTON
 LZ1278  USGS QUAD   -  GLEN UNION (1971)
 LZ1278
 LZ1278                         *CURRENT SURVEY CONTROL
 LZ1278  ___________________________________________________________________
 LZ1278* NAD 83(1986)-  41 15 42.     (N)    077 36 06.     (W)     SCALED    
 LZ1278* NAVD 88     -       193.223  (meters)     633.93   (feet)  ADJUSTED  
 LZ1278  ___________________________________________________________________
 LZ1278  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 LZ1278  DYNAMIC HT  -         193.135 (meters)     633.64  (feet)  COMP
 LZ1278  MODELED GRAV-     980,164.7   (mgal)                       NAVD 88
 LZ1278
 LZ1278  VERT ORDER  -  SECOND    CLASS 0
 LZ1278
 LZ1278.The horizontal coordinates were scaled from a topographic map and have
 LZ1278.an estimated accuracy of +/- 6 seconds.
 LZ1278
 LZ1278.The orthometric height was determined by differential leveling
 LZ1278.and adjusted by the National Geodetic Survey in June 1991..
 LZ1278
 LZ1278.The geoid height was determined by GEOID03.
 LZ1278
 LZ1278.The dynamic height is computed by dividing the NAVD 88
 LZ1278.geopotential number by the normal gravity value computed on the
 LZ1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1278.degrees latitude (g = 980.6199 gals.).
 LZ1278
 LZ1278.The modeled gravity was interpolated from observed gravity values.
 LZ1278
 LZ1278;                    North         East    Units  Estimated Accuracy
 LZ1278;SPC PA N     -   121,610.      612,430.      MT  (+/- 180 meters Scaled)
 LZ1278
 LZ1278                          SUPERSEDED SURVEY CONTROL
 LZ1278
 LZ1278  NGVD 29 (??/??/92)  193.412  (m)          634.55   (f) ADJ UNCH    2 0
 LZ1278
 LZ1278.Superseded values are not recommended for survey control.
 LZ1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1278.See file dsdata.txt to determine how the superseded data were derived.
 LZ1278
 LZ1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL820710(NAD 83)
 LZ1278_MARKER: DB = BENCH MARK DISK
 LZ1278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1278_SP_SET: CULVERT
 LZ1278_STAMPING: A 355 1968
 LZ1278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1278
 LZ1278  HISTORY     - Date     Condition        Report By
 LZ1278  HISTORY     - 1968     MONUMENTED       CGS
 LZ1278
 LZ1278                          STATION DESCRIPTION
 LZ1278
 LZ1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ1278'5.4 MI SE FROM HYNER.
 LZ1278'ABOUT 5.4 MILES SOUTHEAST ALONG STATE HIGHWAY 120 FROM THE BRIDGE
 LZ1278'OVER THE SUSQUEHANNA RIVER IN HYNER, SET IN THE TOP OF A L SHAPED
 LZ1278'HEADWALL OF A CONCRETE CULVERT, 69 FEET SOUTHWEST OF A POWER
 LZ1278'LINE POLE, 20 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 LZ1278'11 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A SIDEROAD,
 LZ1278'1.0 FOOT EAST OF THE WEST END, AND IS ABOUT LEVEL WITH THE
 LZ1278'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0641 ***********************************************************************
 LZ0641  DESIGNATION -  A 356
 LZ0641  PID         -  LZ0641
 LZ0641  STATE/COUNTY-  PA/BRADFORD
 LZ0641  USGS QUAD   -  ULSTER (1969)
 LZ0641
 LZ0641                         *CURRENT SURVEY CONTROL
 LZ0641  ___________________________________________________________________
 LZ0641* NAD 83(1986)-  41 50 47.     (N)    076 30 07.     (W)     SCALED    
 LZ0641* NAVD 88     -       228.845  (meters)     750.80   (feet)  ADJUSTED  
 LZ0641  ___________________________________________________________________
 LZ0641  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 LZ0641  DYNAMIC HT  -         228.754 (meters)     750.50  (feet)  COMP
 LZ0641  MODELED GRAV-     980,219.5   (mgal)                       NAVD 88
 LZ0641
 LZ0641  VERT ORDER  -  SECOND    CLASS 0
 LZ0641
 LZ0641.The horizontal coordinates were scaled from a topographic map and have
 LZ0641.an estimated accuracy of +/- 6 seconds.
 LZ0641
 LZ0641.The orthometric height was determined by differential leveling
 LZ0641.and adjusted by the National Geodetic Survey in June 1991..
 LZ0641
 LZ0641.The geoid height was determined by GEOID03.
 LZ0641
 LZ0641.The dynamic height is computed by dividing the NAVD 88
 LZ0641.geopotential number by the normal gravity value computed on the
 LZ0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0641.degrees latitude (g = 980.6199 gals.).
 LZ0641
 LZ0641.The modeled gravity was interpolated from observed gravity values.
 LZ0641
 LZ0641;                    North         East    Units  Estimated Accuracy
 LZ0641;SPC PA N     -   187,290.      703,650.      MT  (+/- 180 meters Scaled)
 LZ0641
 LZ0641                          SUPERSEDED SURVEY CONTROL
 LZ0641
 LZ0641  NGVD 29 (??/??/92)  229.046  (m)          751.46   (f) ADJ UNCH    2 0
 LZ0641
 LZ0641.Superseded values are not recommended for survey control.
 LZ0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0641.See file dsdata.txt to determine how the superseded data were derived.
 LZ0641
 LZ0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM753338(NAD 83)
 LZ0641_MARKER: DD = SURVEY DISK
 LZ0641_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0641_SP_SET: BRIDGE
 LZ0641_STAMPING: A 356 1968
 LZ0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0641
 LZ0641  HISTORY     - Date     Condition        Report By
 LZ0641  HISTORY     - 1968     MONUMENTED       PADH
 LZ0641  HISTORY     - 1968     GOOD             NGS
 LZ0641  HISTORY     - 19910907 GOOD             USPSQD
 LZ0641
 LZ0641                          STATION DESCRIPTION
 LZ0641
 LZ0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0641'AT ULSTER.
 LZ0641'AT ULSTER, 0.15 MILE SOUTH ALONG U.S. HIGHWAY 220 FROM THE
 LZ0641'POST OFFICE, SET IN THE TOP OF THE SOUTHWEST WINGWALL OF A BRIDGE,
 LZ0641'25.6 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND IS ABOUT
 LZ0641'LEVEL WITH THE HIGHWAY.
 LZ0641
 LZ0641                          STATION RECOVERY (1991)
 LZ0641
 LZ0641'RECOVERY NOTE BY US POWER SQUADRON 1991 (DEZ)
 LZ0641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1049 ***********************************************************************
 LZ1049  DESIGNATION -  A 357
 LZ1049  PID         -  LZ1049
 LZ1049  STATE/COUNTY-  PA/LYCOMING
 LZ1049  USGS QUAD   -  JERSEY SHORE (1986)
 LZ1049
 LZ1049                         *CURRENT SURVEY CONTROL
 LZ1049  ___________________________________________________________________
 LZ1049* NAD 83(1986)-  41 12 11.     (N)    077 17 00.     (W)     SCALED    
 LZ1049* NAVD 88     -       188.036  (meters)     616.91   (feet)  ADJUSTED  
 LZ1049  ___________________________________________________________________
 LZ1049  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LZ1049  DYNAMIC HT  -         187.952 (meters)     616.64  (feet)  COMP
 LZ1049  MODELED GRAV-     980,175.2   (mgal)                       NAVD 88
 LZ1049
 LZ1049  VERT ORDER  -  SECOND    CLASS 0
 LZ1049
 LZ1049.The horizontal coordinates were scaled from a topographic map and have
 LZ1049.an estimated accuracy of +/- 6 seconds.
 LZ1049
 LZ1049.The orthometric height was determined by differential leveling
 LZ1049.and adjusted by the National Geodetic Survey in June 1991..
 LZ1049
 LZ1049.The geoid height was determined by GEOID03.
 LZ1049
 LZ1049.The dynamic height is computed by dividing the NAVD 88
 LZ1049.geopotential number by the normal gravity value computed on the
 LZ1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1049.degrees latitude (g = 980.6199 gals.).
 LZ1049
 LZ1049.The modeled gravity was interpolated from observed gravity values.
 LZ1049
 LZ1049;                    North         East    Units  Estimated Accuracy
 LZ1049;SPC PA N     -   115,200.      639,140.      MT  (+/- 180 meters Scaled)
 LZ1049
 LZ1049                          SUPERSEDED SURVEY CONTROL
 LZ1049
 LZ1049  NGVD 29 (??/??/92)  188.235  (m)          617.57   (f) ADJ UNCH    2 0
 LZ1049
 LZ1049.Superseded values are not recommended for survey control.
 LZ1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1049.See file dsdata.txt to determine how the superseded data were derived.
 LZ1049
 LZ1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL085638(NAD 83)
 LZ1049_MARKER: DD = SURVEY DISK
 LZ1049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1049_SP_SET: BRIDGE
 LZ1049_STAMPING: A 357 1968
 LZ1049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1049
 LZ1049  HISTORY     - Date     Condition        Report By
 LZ1049  HISTORY     - 1968     MONUMENTED       PADH
 LZ1049  HISTORY     - 1969     GOOD             NGS
 LZ1049  HISTORY     - 1982     GOOD             LOCSUR
 LZ1049
 LZ1049                          STATION DESCRIPTION
 LZ1049
 LZ1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ1049'1.7 MI W FROM JERSEY SHORE.
 LZ1049'ABOUT 1.3 MILES WEST ALONG U.S. HIGHWAY 220 (BUSINESS ROUTE) FROM
 LZ1049'THE POST OFFICE IN JERSEY SHORE TO THE JUNCTION OF U.S. HIGHWAY
 LZ1049'220 (BY-PASS), THENCE, 0.4 MILE WEST ALONG U.S. HIGHWAY 220
 LZ1049'(BY-PASS), SET IN THE TOP OF THE SOUTHWEST WINGWALL OF THE SOUTH
 LZ1049'ONE OF TWO BRIDGES, 22 FEET SOUTH OF THE CENTERLINE OF THE EAST
 LZ1049'BOUND LANE OF HIGHWAY AND IS ABOUT LEVEL WITH THE HIGHWAY.
 LZ1049
 LZ1049                          STATION RECOVERY (1982)
 LZ1049
 LZ1049'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 LZ1049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1184 ***********************************************************************
 LZ1184  DESIGNATION -  A 358
 LZ1184  PID         -  LZ1184
 LZ1184  STATE/COUNTY-  PA/LYCOMING
 LZ1184  USGS QUAD   -  WHITE PINE (1986)
 LZ1184
 LZ1184                         *CURRENT SURVEY CONTROL
 LZ1184  ___________________________________________________________________
 LZ1184* NAD 83(1986)-  41 28 21.     (N)    077 08 18.     (W)     SCALED    
 LZ1184* NAVD 88     -       458.120  (meters)    1503.02   (feet)  ADJUSTED  
 LZ1184  ___________________________________________________________________
 LZ1184  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 LZ1184  DYNAMIC HT  -         457.909 (meters)    1502.32  (feet)  COMP
 LZ1184  MODELED GRAV-     980,147.0   (mgal)                       NAVD 88
 LZ1184
 LZ1184  VERT ORDER  -  SECOND    CLASS 0
 LZ1184
 LZ1184.The horizontal coordinates were scaled from a topographic map and have
 LZ1184.an estimated accuracy of +/- 6 seconds.
 LZ1184
 LZ1184.The orthometric height was determined by differential leveling
 LZ1184.and adjusted by the National Geodetic Survey in June 1991..
 LZ1184
 LZ1184.The geoid height was determined by GEOID03.
 LZ1184
 LZ1184.The dynamic height is computed by dividing the NAVD 88
 LZ1184.geopotential number by the normal gravity value computed on the
 LZ1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1184.degrees latitude (g = 980.6199 gals.).
 LZ1184
 LZ1184.The modeled gravity was interpolated from observed gravity values.
 LZ1184
 LZ1184;                    North         East    Units  Estimated Accuracy
 LZ1184;SPC PA N     -   145,200.      651,090.      MT  (+/- 180 meters Scaled)
 LZ1184
 LZ1184                          SUPERSEDED SURVEY CONTROL
 LZ1184
 LZ1184  NGVD 29 (??/??/92)  458.301  (m)         1503.61   (f) ADJ UNCH    2 0
 LZ1184
 LZ1184.Superseded values are not recommended for survey control.
 LZ1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1184.See file dsdata.txt to determine how the superseded data were derived.
 LZ1184
 LZ1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL214934(NAD 83)
 LZ1184_MARKER: DB = BENCH MARK DISK
 LZ1184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1184_SP_SET: CULVERT
 LZ1184_STAMPING: A 358 1969
 LZ1184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1184
 LZ1184  HISTORY     - Date     Condition        Report By
 LZ1184  HISTORY     - 1969     MONUMENTED       CGS
 LZ1184  HISTORY     - 20000501 GOOD             PADT
 LZ1184
 LZ1184                          STATION DESCRIPTION
 LZ1184
 LZ1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LZ1184'7.2 MI S FROM LIBERTY.
 LZ1184'ABOUT 7.15 MILES SOUTH ALONG U.S. HIGHWAY 15 FROM THE POST
 LZ1184'OFFICE IN LIBERTY, ABOUT 7.95 MILES NORTH ALONG U.S. HIGHWAY 15
 LZ1184'FROM ITS JUNCTION WITH STATE HIGHWAY 14 IN TROUT RUN, SET IN THE
 LZ1184'TOP OF THE APPROXIMATE CENTER OF BACKWALL OF A BOX CULVERT, 22
 LZ1184'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 5.0 FEET NORTHEAST
 LZ1184'OF A METAL WITNESS SIGN, AND IS ABOUT 1 FOOT BELOW THE LEVEL OF
 LZ1184'THE HIGHWAY.
 LZ1184
 LZ1184                          STATION RECOVERY (2000)
 LZ1184
 LZ1184'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (EAA)
 LZ1184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0062 ***********************************************************************
 LZ0062  DESIGNATION -  A 359
 LZ0062  PID         -  LZ0062
 LZ0062  STATE/COUNTY-  PA/BRADFORD
 LZ0062  USGS QUAD   -  DUSHORE (1983)
 LZ0062
 LZ0062                         *CURRENT SURVEY CONTROL
 LZ0062  ___________________________________________________________________
 LZ0062* NAD 83(1986)-  41 34 17.     (N)    076 25 10.     (W)     SCALED    
 LZ0062* NAVD 88     -       435.509  (meters)    1428.83   (feet)  ADJUSTED  
 LZ0062  ___________________________________________________________________
 LZ0062  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 LZ0062  DYNAMIC HT  -         435.321 (meters)    1428.22  (feet)  COMP
 LZ0062  MODELED GRAV-     980,177.6   (mgal)                       NAVD 88
 LZ0062
 LZ0062  VERT ORDER  -  SECOND    CLASS 0
 LZ0062
 LZ0062.The horizontal coordinates were scaled from a topographic map and have
 LZ0062.an estimated accuracy of +/- 6 seconds.
 LZ0062
 LZ0062.The orthometric height was determined by differential leveling
 LZ0062.and adjusted by the National Geodetic Survey in June 1991..
 LZ0062
 LZ0062.The geoid height was determined by GEOID03.
 LZ0062
 LZ0062.The dynamic height is computed by dividing the NAVD 88
 LZ0062.geopotential number by the normal gravity value computed on the
 LZ0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0062.degrees latitude (g = 980.6199 gals.).
 LZ0062
 LZ0062.The modeled gravity was interpolated from observed gravity values.
 LZ0062
 LZ0062;                    North         East    Units  Estimated Accuracy
 LZ0062;SPC PA N     -   156,850.      710,970.      MT  (+/- 180 meters Scaled)
 LZ0062
 LZ0062                          SUPERSEDED SURVEY CONTROL
 LZ0062
 LZ0062  NGVD 29 (??/??/92)  435.679  (m)         1429.39   (f) ADJ UNCH    2 0
 LZ0062
 LZ0062.Superseded values are not recommended for survey control.
 LZ0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0062.See file dsdata.txt to determine how the superseded data were derived.
 LZ0062
 LZ0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM816031(NAD 83)
 LZ0062_MARKER: DB = BENCH MARK DISK
 LZ0062_SETTING: 80 = SET IN A BOULDER
 LZ0062_SP_SET: BOULDER
 LZ0062_STAMPING: A 359 1969
 LZ0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0062+STABILITY: SURFACE MOTION
 LZ0062
 LZ0062  HISTORY     - Date     Condition        Report By
 LZ0062  HISTORY     - 1969     MONUMENTED       CGS
 LZ0062  HISTORY     - 20000901 GOOD             PADT
 LZ0062
 LZ0062                          STATION DESCRIPTION
 LZ0062
 LZ0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LZ0062'2.3 MI S FROM NEW ALBANY.
 LZ0062'2.3 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE
 LZ0062'IN NEW ALBANY, 87 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 LZ0062'61 FEET WEST OF A METAL WITNESS SIGN AND A FENCE LINE, 61
 LZ0062'FEET WEST OF A GATE, 5.5 FEET SOUTH OF THE NORTH EDGE OF THE
 LZ0062'BOULDER, 9.8 FEET EAST OF THE WEST EDGE OF BOULDER, SET IN THE
 LZ0062'TOP OF A 20 X 20 FOOT BOULDER PROJECTING 6 FEET AND IS ABOUT
 LZ0062'18 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LZ0062
 LZ0062                          STATION RECOVERY (2000)
 LZ0062
 LZ0062'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (WJH)
 LZ0062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1817 ***********************************************************************
 JW1817  DESIGNATION -  A 35=MR 90 LB
 JW1817  PID         -  JW1817
 JW1817  STATE/COUNTY-  PA/GREENE
 JW1817  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW1817
 JW1817                         *CURRENT SURVEY CONTROL
 JW1817  ___________________________________________________________________
 JW1817* NAD 83(1986)-  39 43 39.     (N)    079 54 44.     (W)     SCALED    
 JW1817* NAVD 88     -       244.834  (meters)     803.26   (feet)  ADJUSTED  
 JW1817  ___________________________________________________________________
 JW1817  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JW1817  DYNAMIC HT  -         244.691 (meters)     802.79  (feet)  COMP
 JW1817  MODELED GRAV-     980,034.0   (mgal)                       NAVD 88
 JW1817
 JW1817  VERT ORDER  -  SECOND    CLASS I
 JW1817
 JW1817.The horizontal coordinates were scaled from a topographic map and have
 JW1817.an estimated accuracy of +/- 6 seconds.
 JW1817
 JW1817.The orthometric height was determined by differential leveling
 JW1817.and adjusted by the National Geodetic Survey in September 1994..
 JW1817
 JW1817.The geoid height was determined by GEOID03.
 JW1817
 JW1817.The dynamic height is computed by dividing the NAVD 88
 JW1817.geopotential number by the normal gravity value computed on the
 JW1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1817.degrees latitude (g = 980.6199 gals.).
 JW1817
 JW1817.The modeled gravity was interpolated from observed gravity values.
 JW1817
 JW1817;                    North         East    Units  Estimated Accuracy
 JW1817;SPC PA S     -    46,040.      414,640.      MT  (+/- 180 meters Scaled)
 JW1817
 JW1817                          SUPERSEDED SURVEY CONTROL
 JW1817
 JW1817.No superseded survey control is available for this station.
 JW1817
 JW1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND932980(NAD 83)
 JW1817_MARKER: DD = SURVEY DISK
 JW1817_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JW1817_SP_SET: SIDEWALK
 JW1817_STAMPING: A 35 1938
 JW1817_MARK LOGO: USE   
 JW1817_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW1817
 JW1817  HISTORY     - Date     Condition        Report By
 JW1817  HISTORY     - 1938     MONUMENTED       USE
 JW1817  HISTORY     - 19890712 GOOD             HARTMN
 JW1817
 JW1817                          STATION DESCRIPTION
 JW1817
 JW1817'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1817'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 90.8, IN DUNKARD
 JW1817'TOWNSHIP, AT LOCK AND DAM NO. 8, A U.S. ENGINEERING DEPARTMENT 2 INCH
 JW1817'BRASS DISK SET IN THE CENTER OF A CONCRETE SIDEWALK LEADING TO THE
 JW1817'ENTRANCE OF THE OPERATIONS BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0354 ***********************************************************************
 LZ0354  DESIGNATION -  A 360
 LZ0354  PID         -  LZ0354
 LZ0354  STATE/COUNTY-  PA/SULLIVAN
 LZ0354  USGS QUAD   -  SONESTOWN (1981)
 LZ0354
 LZ0354                         *CURRENT SURVEY CONTROL
 LZ0354  ___________________________________________________________________
 LZ0354* NAD 83(1986)-  41 21 05.     (N)    076 33 19.     (W)     SCALED    
 LZ0354* NAVD 88     -       291.097  (meters)     955.04   (feet)  ADJUSTED  
 LZ0354  ___________________________________________________________________
 LZ0354  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 LZ0354  DYNAMIC HT  -         290.967 (meters)     954.61  (feet)  COMP
 LZ0354  MODELED GRAV-     980,170.0   (mgal)                       NAVD 88
 LZ0354
 LZ0354  VERT ORDER  -  SECOND    CLASS 0
 LZ0354
 LZ0354.The horizontal coordinates were scaled from a topographic map and have
 LZ0354.an estimated accuracy of +/- 6 seconds.
 LZ0354
 LZ0354.The orthometric height was determined by differential leveling
 LZ0354.and adjusted by the National Geodetic Survey in June 1991..
 LZ0354
 LZ0354.The geoid height was determined by GEOID03.
 LZ0354
 LZ0354.The dynamic height is computed by dividing the NAVD 88
 LZ0354.geopotential number by the normal gravity value computed on the
 LZ0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0354.degrees latitude (g = 980.6199 gals.).
 LZ0354
 LZ0354.The modeled gravity was interpolated from observed gravity values.
 LZ0354
 LZ0354;                    North         East    Units  Estimated Accuracy
 LZ0354;SPC PA N     -   132,260.      699,980.      MT  (+/- 180 meters Scaled)
 LZ0354
 LZ0354                          SUPERSEDED SURVEY CONTROL
 LZ0354
 LZ0354  NGVD 29 (??/??/92)  291.273  (m)          955.62   (f) ADJ UNCH    2 0
 LZ0354
 LZ0354.Superseded values are not recommended for survey control.
 LZ0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0354.See file dsdata.txt to determine how the superseded data were derived.
 LZ0354
 LZ0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL698789(NAD 83)
 LZ0354_MARKER: DD = SURVEY DISK
 LZ0354_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0354_SP_SET: BRIDGE
 LZ0354_STAMPING: A 360 1969
 LZ0354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0354
 LZ0354  HISTORY     - Date     Condition        Report By
 LZ0354  HISTORY     - 1969     MONUMENTED       PADH
 LZ0354  HISTORY     - 1969     GOOD             NGS
 LZ0354
 LZ0354                          STATION DESCRIPTION
 LZ0354
 LZ0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ0354'AT SONESTOWN.
 LZ0354'AT SONESTOWN, ABOUT 0.30 MILE SOUTHWEST ALONG U.S. HIGHWAY 220
 LZ0354'FROM THE SULLIVAN HIGHLAND SCHOOL IN SONESTOWN, 25 FEET WEST OF THE
 LZ0354'CENTERLINE OF THE HIGHWAY, 21.5 FEET NORTH OF A POWERLINE POLE,
 LZ0354'SET IN THE TOP OF THE SOUTH END OF EAST BRIDGE BANNISTER OF THE
 LZ0354'WEST ONE OF TWO BRIDGES AND IS ABOUT 3 FEET ABOVE THE LEVEL
 LZ0354'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1557 ***********************************************************************
 KV1557  DESIGNATION -  A 361
 KV1557  PID         -  KV1557
 KV1557  STATE/COUNTY-  PA/MONROE
 KV1557  USGS QUAD   -  SAYLORSBURG (1983)
 KV1557
 KV1557                         *CURRENT SURVEY CONTROL
 KV1557  ___________________________________________________________________
 KV1557* NAD 83(1986)-  40 55 20.     (N)    075 21 31.     (W)     SCALED    
 KV1557* NAVD 88     -       221.683  (meters)     727.30   (feet)  ADJUSTED  
 KV1557  ___________________________________________________________________
 KV1557  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KV1557  DYNAMIC HT  -         221.578 (meters)     726.96  (feet)  COMP
 KV1557  MODELED GRAV-     980,146.6   (mgal)                       NAVD 88
 KV1557
 KV1557  VERT ORDER  -  SECOND    CLASS 0
 KV1557
 KV1557.The horizontal coordinates were scaled from a topographic map and have
 KV1557.an estimated accuracy of +/- 6 seconds.
 KV1557
 KV1557.The orthometric height was determined by differential leveling
 KV1557.and adjusted by the National Geodetic Survey in June 1991..
 KV1557
 KV1557.The geoid height was determined by GEOID03.
 KV1557
 KV1557.The dynamic height is computed by dividing the NAVD 88
 KV1557.geopotential number by the normal gravity value computed on the
 KV1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1557.degrees latitude (g = 980.6199 gals.).
 KV1557
 KV1557.The modeled gravity was interpolated from observed gravity values.
 KV1557
 KV1557;                    North         East    Units  Estimated Accuracy
 KV1557;SPC PA N     -    86,690.      801,410.      MT  (+/- 180 meters Scaled)
 KV1557
 KV1557                          SUPERSEDED SURVEY CONTROL
 KV1557
 KV1557  NGVD 29 (??/??/??)  221.871  (m)          727.92   (f) ADJUSTED    2 0
 KV1557
 KV1557.Superseded values are not recommended for survey control.
 KV1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1557.See file dsdata.txt to determine how the superseded data were derived.
 KV1557
 KV1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL698301(NAD 83)
 KV1557_MARKER: DB = BENCH MARK DISK
 KV1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1557_STAMPING: A 361 1969
 KV1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1557+STABILITY: SURFACE MOTION
 KV1557
 KV1557  HISTORY     - Date     Condition        Report By
 KV1557  HISTORY     - 1969     MONUMENTED       CGS
 KV1557
 KV1557                          STATION DESCRIPTION
 KV1557
 KV1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 KV1557'1.8 MI E FROM BRODHEADSVILLE.
 KV1557'ABOUT 1.85 MILES EAST ALONG U.S. HIGHWAY 209 FROM THE POST OFFICE
 KV1557'IN BRODHEADSVILLE, 2.4 MILES WEST OF THE POST OFFICE IN SCIOTA,
 KV1557'84 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 31 FEET EAST OF
 KV1557'THE CENTERLINE OF A ASPHALT ROAD, 3 FEET NORTHEAST OF TELEPHONE
 KV1557'POLE NO. EE-1, 6.3 FEET WEST OF A METAL WITNESS SIGN, SET IN
 KV1557'THE TOP OF A CONCRETE POST PROJECTING 6-INCHES AND IS ABOUT 4
 KV1557'FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0130 ***********************************************************************
 ND0130  DESIGNATION -  A 362
 ND0130  PID         -  ND0130
 ND0130  STATE/COUNTY-  PA/ERIE
 ND0130  USGS QUAD   -  ERIE NORTH (1996)
 ND0130
 ND0130                         *CURRENT SURVEY CONTROL
 ND0130  ___________________________________________________________________
 ND0130* NAD 83(1986)-  42 07 45.     (N)    080 05 07.     (W)     SCALED    
 ND0130* NAVD 88     -       198.338  (meters)     650.71   (feet)  ADJUSTED  
 ND0130  ___________________________________________________________________
 ND0130  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 ND0130  DYNAMIC HT  -         198.267 (meters)     650.48  (feet)  COMP
 ND0130  MODELED GRAV-     980,262.2   (mgal)                       NAVD 88
 ND0130
 ND0130  VERT ORDER  -  FIRST     CLASS II
 ND0130
 ND0130.The horizontal coordinates were scaled from a topographic map and have
 ND0130.an estimated accuracy of +/- 6 seconds.
 ND0130
 ND0130.The orthometric height was determined by differential leveling
 ND0130.and adjusted by the National Geodetic Survey in June 1991..
 ND0130
 ND0130.The geoid height was determined by GEOID03.
 ND0130
 ND0130.The dynamic height is computed by dividing the NAVD 88
 ND0130.geopotential number by the normal gravity value computed on the
 ND0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0130.degrees latitude (g = 980.6199 gals.).
 ND0130
 ND0130.The modeled gravity was interpolated from observed gravity values.
 ND0130
 ND0130;                    North         East    Units  Estimated Accuracy
 ND0130;SPC PA N     -   220,560.      406,930.      MT  (+/- 180 meters Scaled)
 ND0130
 ND0130                          SUPERSEDED SURVEY CONTROL
 ND0130
 ND0130  NGVD 29 (06/03/92)  198.517  (m)          651.30   (f) ADJUSTED    1 2
 ND0130
 ND0130.Superseded values are not recommended for survey control.
 ND0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0130.See file dsdata.txt to determine how the superseded data were derived.
 ND0130
 ND0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG756645(NAD 83)
 ND0130_MARKER: I = METAL ROD
 ND0130_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ND0130_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 ND0130_STAMPING: A 362 1981
 ND0130_MARK LOGO: NGS   
 ND0130_PROJECTION: FLUSH
 ND0130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ND0130+STABILITY: POSITION/ELEVATION WELL
 ND0130_ROD/PIPE-DEPTH: 9.1  meters
 ND0130_SLEEVE-DEPTH  : 6.1 meters
 ND0130
 ND0130  HISTORY     - Date     Condition        Report By
 ND0130  HISTORY     - 1981     MONUMENTED       NGS
 ND0130  HISTORY     - 1982     GOOD             NGS
 ND0130  HISTORY     - 1983     GOOD             NGS
 ND0130
 ND0130                          STATION DESCRIPTION
 ND0130
 ND0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ND0130'IN ERIE.
 ND0130'IN ERIE, IN THE CENTER OF PERRY SQUARE ON THE SOUTHWEST SIDE OF STATE
 ND0130'STREET, BETWEEN NORTH PARK AND SOUTH PARK ROW, THE MARK IS CENTERED
 ND0130'BETWEEN TWO 24-INCH MAPLE TREES, ON THE NORTHWEST SIDE OF THE 30-FOOT
 ND0130'HIGH SOLDIERS AND SAILORS MONUMENT, 13.87 METERS (45.5 FEET) SOUTHWEST
 ND0130'OF THE SOUTHWEST CURB OF STATE STREET, 9.66 METERS (30.7 FEET) SOUTH
 ND0130'OF THE SOUTH CORNER OF A CONCRETE BUILDING WHICH IS A BUS STOP
 ND0130'SHELTER, 5.18 METERS (17.0 FEET) NORTHWEST OF THE NORTHWEST CORNER OF
 ND0130'THE CONCRETE BASE OF THE MONUMENT, 2.03 METERS (5.7 FEET) SOUTHWEST OF
 ND0130'THE SOUTHWEST POINT OF A CONCRETE STAR FLOWER PLANTER.
 ND0130'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 ND0130
 ND0130                          STATION RECOVERY (1982)
 ND0130
 ND0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ND0130'RECOVERED IN GOOD CONDITION.
 ND0130
 ND0130                          STATION RECOVERY (1983)
 ND0130
 ND0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ND0130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2868 ***********************************************************************
 KV2868  DESIGNATION -  A 362
 KV2868  PID         -  KV2868
 KV2868  STATE/COUNTY-  PA/MONROE
 KV2868  USGS QUAD   -  STROUDSBURG (1975)
 KV2868
 KV2868                         *CURRENT SURVEY CONTROL
 KV2868  ___________________________________________________________________
 KV2868* NAD 83(1986)-  40 59 16.     (N)    075 10 50.     (W)     SCALED    
 KV2868* NAVD 88     -       128.171  (meters)     420.51   (feet)  ADJUSTED  
 KV2868  ___________________________________________________________________
 KV2868  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KV2868  DYNAMIC HT  -         128.113 (meters)     420.32  (feet)  COMP
 KV2868  MODELED GRAV-     980,173.7   (mgal)                       NAVD 88
 KV2868
 KV2868  VERT ORDER  -  FIRST     CLASS II
 KV2868
 KV2868.The horizontal coordinates were scaled from a topographic map and have
 KV2868.an estimated accuracy of +/- 6 seconds.
 KV2868
 KV2868.The orthometric height was determined by differential leveling
 KV2868.and adjusted by the National Geodetic Survey in June 1991..
 KV2868
 KV2868.The geoid height was determined by GEOID03.
 KV2868
 KV2868.The dynamic height is computed by dividing the NAVD 88
 KV2868.geopotential number by the normal gravity value computed on the
 KV2868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2868.degrees latitude (g = 980.6199 gals.).
 KV2868
 KV2868.The modeled gravity was interpolated from observed gravity values.
 KV2868
 KV2868;                    North         East    Units  Estimated Accuracy
 KV2868;SPC PA N     -    94,390.      816,190.      MT  (+/- 180 meters Scaled)
 KV2868
 KV2868                          SUPERSEDED SURVEY CONTROL
 KV2868
 KV2868.No superseded survey control is available for this station.
 KV2868
 KV2868_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL848374(NAD 83)
 KV2868_MARKER: DB = BENCH MARK DISK
 KV2868_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2868_SP_SET: PIER SUPPORT
 KV2868_STAMPING: A 362 1978
 KV2868_MARK LOGO: NGS   
 KV2868_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV2868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2868
 KV2868  HISTORY     - Date     Condition        Report By
 KV2868  HISTORY     - 1978     MONUMENTED       NGS
 KV2868  HISTORY     - 19990801 GOOD             PADT
 KV2868  HISTORY     - 19991001 GOOD             PADT
 KV2868
 KV2868                          STATION DESCRIPTION
 KV2868
 KV2868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2868'IN EAST STROUDSBURG.
 KV2868'AT THE EAST SIDE OF THE JUNCTION OF THE ERIE LACKAWANNA RAILROAD
 KV2868'AND INTERSTATE HIGHWAY 80 AT EAST STROUDSBURG, DIRECTLY UNDER
 KV2868'THE EASTBOUND LANES OF THE HIGHWAY, 13.5 FEET EAST OF THE EAST
 KV2868'RAIL OF THE EAST TRACK, AND 4.5 FEET NORTH OF THE NORTH FACE OF
 KV2868'THE SOUTHERNMOST OF 6 PIERS SUPPORTING THE HIGHWAY, IN THE TOP
 KV2868'OF THE PIER SUPPORT WALL BETWEEN THE 2 SOUTHERNMOST PIERS.
 KV2868
 KV2868                          STATION RECOVERY (1999)
 KV2868
 KV2868'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (SQ)
 KV2868'RECOVERED AS DESCRIBED.
 KV2868
 KV2868                          STATION RECOVERY (1999)
 KV2868
 KV2868'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (SQ)
 KV2868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0154 ***********************************************************************
 ND0154  DESIGNATION -  A 363
 ND0154  PID         -  ND0154
 ND0154  STATE/COUNTY-  PA/ERIE
 ND0154  USGS QUAD   -  ERIE NORTH (1996)
 ND0154
 ND0154                         *CURRENT SURVEY CONTROL
 ND0154  ___________________________________________________________________
 ND0154* NAD 83(1986)-  42 07 57.     (N)    080 04 36.     (W)     SCALED    
 ND0154* NAVD 88     -       195.987  (meters)     643.00   (feet)  ADJUSTED  
 ND0154  ___________________________________________________________________
 ND0154  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 ND0154  DYNAMIC HT  -         195.918 (meters)     642.77  (feet)  COMP
 ND0154  MODELED GRAV-     980,262.9   (mgal)                       NAVD 88
 ND0154
 ND0154  VERT ORDER  -  FIRST     CLASS II
 ND0154
 ND0154.The horizontal coordinates were scaled from a topographic map and have
 ND0154.an estimated accuracy of +/- 6 seconds.
 ND0154
 ND0154.The orthometric height was determined by differential leveling
 ND0154.and adjusted by the National Geodetic Survey in June 1991..
 ND0154
 ND0154.The geoid height was determined by GEOID03.
 ND0154
 ND0154.The dynamic height is computed by dividing the NAVD 88
 ND0154.geopotential number by the normal gravity value computed on the
 ND0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0154.degrees latitude (g = 980.6199 gals.).
 ND0154
 ND0154.The modeled gravity was interpolated from observed gravity values.
 ND0154
 ND0154;                    North         East    Units  Estimated Accuracy
 ND0154;SPC PA N     -   220,910.      407,650.      MT  (+/- 180 meters Scaled)
 ND0154
 ND0154                          SUPERSEDED SURVEY CONTROL
 ND0154
 ND0154  NGVD 29 (06/03/92)  196.166  (m)          643.59   (f) ADJUSTED    1 2
 ND0154
 ND0154.Superseded values are not recommended for survey control.
 ND0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0154.See file dsdata.txt to determine how the superseded data were derived.
 ND0154
 ND0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG763649(NAD 83)
 ND0154_MARKER: I = METAL ROD
 ND0154_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ND0154_SP_SET: STAINLESS STEEL ROD
 ND0154_STAMPING: A 363 1981
 ND0154_MARK LOGO: NGS   
 ND0154_PROJECTION: FLUSH
 ND0154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0154_ROD/PIPE-DEPTH: 6.1  meters
 ND0154
 ND0154  HISTORY     - Date     Condition        Report By
 ND0154  HISTORY     - 1981     MONUMENTED       NGS
 ND0154  HISTORY     - 1983     GOOD             NGS
 ND0154
 ND0154                          STATION DESCRIPTION
 ND0154
 ND0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ND0154'IN ERIE.
 ND0154'IN ERIE, AT THE INTERSECTION OF PARADE AND EAST 6TH STREETS, IN THE
 ND0154'WEST ANGLE OF THE INTERSECTION, 10.66 METERS (35.0 FT) NORTHWEST OF
 ND0154'THE NORTHWEST CURB OF EAST 6TH STREET, 9.30 METERS (30.5 FT) SOUTHWEST
 ND0154'OF THE SOUTHWEST CURB OF PARADE STREET, 3.96 METERS (13.0 FT)
 ND0154'EAST-NORTHEAST OF THE EAST CORNER OF THE PENNSYLVANIA NATIONAL GUARD
 ND0154'ARMORY, 1.21 METERS (4.0 FT) NORTHEAST OF THE FLAGPOLE.
 ND0154'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2892 ***********************************************************************
 KV2892  DESIGNATION -  A 363
 KV2892  PID         -  KV2892
 KV2892  STATE/COUNTY-  PA/NORTHAMPTON
 KV2892  USGS QUAD   -  WIND GAP (1983)
 KV2892
 KV2892                         *CURRENT SURVEY CONTROL
 KV2892  ___________________________________________________________________
 KV2892* NAD 83(1986)-  40 51 08.     (N)    075 15 29.     (W)     SCALED    
 KV2892* NAVD 88     -       248.720  (meters)     816.01   (feet)  ADJUSTED  
 KV2892  ___________________________________________________________________
 KV2892  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KV2892  DYNAMIC HT  -         248.604 (meters)     815.63  (feet)  COMP
 KV2892  MODELED GRAV-     980,150.0   (mgal)                       NAVD 88
 KV2892
 KV2892  VERT ORDER  -  FIRST     CLASS II
 KV2892
 KV2892.The horizontal coordinates were scaled from a topographic map and have
 KV2892.an estimated accuracy of +/- 6 seconds.
 KV2892
 KV2892.The orthometric height was determined by differential leveling
 KV2892.and adjusted by the National Geodetic Survey in June 1991..
 KV2892
 KV2892.The geoid height was determined by GEOID03.
 KV2892
 KV2892.The dynamic height is computed by dividing the NAVD 88
 KV2892.geopotential number by the normal gravity value computed on the
 KV2892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2892.degrees latitude (g = 980.6199 gals.).
 KV2892
 KV2892.The modeled gravity was interpolated from observed gravity values.
 KV2892
 KV2892;                    North         East    Units  Estimated Accuracy
 KV2892;SPC PA S     -   171,620.      810,100.      MT  (+/- 180 meters Scaled)
 KV2892
 KV2892                          SUPERSEDED SURVEY CONTROL
 KV2892
 KV2892.No superseded survey control is available for this station.
 KV2892
 KV2892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL782223(NAD 83)
 KV2892_MARKER: DB = BENCH MARK DISK
 KV2892_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2892_SP_SET: STAINLESS STEEL ROD
 KV2892_STAMPING: A 363 1978
 KV2892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2892
 KV2892  HISTORY     - Date     Condition        Report By
 KV2892  HISTORY     - 1978     MONUMENTED       NGS
 KV2892  HISTORY     - 19940602 MARK NOT FOUND   USPSQD
 KV2892
 KV2892                          STATION DESCRIPTION
 KV2892
 KV2892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2892'1.6 MI SOUTH FROM PEN ARGYL.
 KV2892'0.15 MILE SOUTH ALONG ROBINSON AVENUE FROM THE POST OFFICE AT PEN
 KV2892'ARGYL, THENCE 0.5 MILE SOUTHWEST ALONG EAST-WEST MAIN STREET TO E
 KV2892'STREET, THENCE 0.95 MILE SOUTH ALONG PAVED ROAD TO MARK ON THE RIGHT,
 KV2892'0.05 MILE NORTH OF THE ENTRANCE TO G.S.C. PLANT, 34 FEET EAST OF
 KV2892'POWER LINE POLE B-31542, WITH A TRANSFORMER, 25 FEET WEST OF THE
 KV2892'CENTERLINE OF THE ROAD, 17 FEET SOUTH OF CENTER OF A CATCH BASIN,
 KV2892'5 FEET WEST OF POWER LINE POLE B-6.
 KV2892
 KV2892                          STATION RECOVERY (1994)
 KV2892
 KV2892'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV2892'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2110 ***********************************************************************
 LY2110  DESIGNATION -  A 364
 LY2110  PID         -  LY2110
 LY2110  STATE/COUNTY-  PA/MONROE
 LY2110  USGS QUAD   -  BUSHKILL (1993)
 LY2110
 LY2110                         *CURRENT SURVEY CONTROL
 LY2110  ___________________________________________________________________
 LY2110* NAD 83(1986)-  41 04 02.     (N)    075 02 59.     (W)     SCALED    
 LY2110* NAVD 88     -       160.878  (meters)     527.81   (feet)  ADJUSTED  
 LY2110  ___________________________________________________________________
 LY2110  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LY2110  DYNAMIC HT  -         160.807 (meters)     527.58  (feet)  COMP
 LY2110  MODELED GRAV-     980,180.7   (mgal)                       NAVD 88
 LY2110
 LY2110  VERT ORDER  -  FIRST     CLASS II
 LY2110
 LY2110.The horizontal coordinates were scaled from a topographic map and have
 LY2110.an estimated accuracy of +/- 6 seconds.
 LY2110
 LY2110.The orthometric height was determined by differential leveling
 LY2110.and adjusted by the National Geodetic Survey in June 1991..
 LY2110
 LY2110.The geoid height was determined by GEOID03.
 LY2110
 LY2110.The dynamic height is computed by dividing the NAVD 88
 LY2110.geopotential number by the normal gravity value computed on the
 LY2110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2110.degrees latitude (g = 980.6199 gals.).
 LY2110
 LY2110.The modeled gravity was interpolated from observed gravity values.
 LY2110
 LY2110;                    North         East    Units  Estimated Accuracy
 LY2110;SPC PA N     -   103,550.      826,920.      MT  (+/- 180 meters Scaled)
 LY2110
 LY2110                          SUPERSEDED SURVEY CONTROL
 LY2110
 LY2110.No superseded survey control is available for this station.
 LY2110
 LY2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL958462(NAD 83)
 LY2110_MARKER: DB = BENCH MARK DISK
 LY2110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY2110_SP_SET: BEDROCK
 LY2110_STAMPING: A 364 1978
 LY2110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2110
 LY2110  HISTORY     - Date     Condition        Report By
 LY2110  HISTORY     - 1978     MONUMENTED       NGS
 LY2110
 LY2110                          STATION DESCRIPTION
 LY2110
 LY2110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LY2110'4.45 MI NE FROM MARSHALLS CREEK.
 LY2110'4.45 MILES NORTHEAST ALONG STATE HIGHWAY 209 FROM THE POST
 LY2110'OFFICE AT MARSHALLS CREEK, 3.1 MILES SOUTHWEST ALONG STATE HIGHWAY
 LY2110'209 FROM CHURCH OF BUSHKILL, SET IN TOP OF BEDROCK BETWEEN TWO MAPLE
 LY2110'TREES ON THE PROPERTY OF THE ECHO LAKE HOTEL, 43.5 FEET NORTH OF
 LY2110'CENTER LINE OF HIGHWAY 209, 30 FEET NORTHWEST OF POWER POLE NUMBER
 LY2110'C 327,87 FEET WEST OF SOUTHEAST CORNER OF HOTEL, 5 FEET WEST OF
 LY2110'DOUBLE TRUNK MAPLE TREE, 3 FEET EAST OF 16 INCH MAPLE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2086 ***********************************************************************
 LY2086  DESIGNATION -  A 365 PADH
 LY2086  PID         -  LY2086
 LY2086  STATE/COUNTY-  PA/PIKE
 LY2086  USGS QUAD   -  PORT JERVIS SOUTH (1983)
 LY2086
 LY2086                         *CURRENT SURVEY CONTROL
 LY2086  ___________________________________________________________________
 LY2086* NAD 83(1986)-  41 21 11.     (N)    074 43 44.     (W)     SCALED    
 LY2086* NAVD 88     -       128.016  (meters)     420.00   (feet)  ADJUSTED  
 LY2086  ___________________________________________________________________
 LY2086  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LY2086  DYNAMIC HT  -         127.964 (meters)     419.83  (feet)  COMP
 LY2086  MODELED GRAV-     980,213.2   (mgal)                       NAVD 88
 LY2086
 LY2086  VERT ORDER  -  FIRST     CLASS II
 LY2086
 LY2086.The horizontal coordinates were scaled from a topographic map and have
 LY2086.an estimated accuracy of +/- 6 seconds.
 LY2086
 LY2086.The orthometric height was determined by differential leveling
 LY2086.and adjusted by the National Geodetic Survey in June 1991..
 LY2086
 LY2086.The geoid height was determined by GEOID03.
 LY2086
 LY2086.The dynamic height is computed by dividing the NAVD 88
 LY2086.geopotential number by the normal gravity value computed on the
 LY2086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2086.degrees latitude (g = 980.6199 gals.).
 LY2086
 LY2086.The modeled gravity was interpolated from observed gravity values.
 LY2086
 LY2086;                    North         East    Units  Estimated Accuracy
 LY2086;SPC PA N     -   136,160.      852,760.      MT  (+/- 180 meters Scaled)
 LY2086
 LY2086                          SUPERSEDED SURVEY CONTROL
 LY2086
 LY2086.No superseded survey control is available for this station.
 LY2086
 LY2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL226779(NAD 83)
 LY2086_MARKER: DB = BENCH MARK DISK
 LY2086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY2086_SP_SET: CULVERT
 LY2086_STAMPING: A 365 1978
 LY2086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY2086
 LY2086  HISTORY     - Date     Condition        Report By
 LY2086  HISTORY     - UNK      MONUMENTED       PADH
 LY2086  HISTORY     - 1978     GOOD             NGS
 LY2086
 LY2086                          STATION DESCRIPTION
 LY2086
 LY2086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LY2086'2.15 MI SW FROM MATAMORAS.
 LY2086'2.15 MILES SOUTHWEST ALONG STATE HIGHWAYS 209 AND 6 FROM THE POST
 LY2086'OFFICE AT MATAMORAS, 4.4 MILES NORTHEAST ALONG STATE HIGHWAYS 209
 LY2086'AND 6 FROM THE COURTHOUSE AT MILFORD, SET IN THE TOP OF THE NORTHWEST
 LY2086'END OF A WING WALL OF A CULVERT UNDER HIGHWAYS 209 AND 84, 38 FEET
 LY2086'SOUTH OF THE CENTER LINE OF HIGHWAY 209, 14.5 FEET SOUTH OF A
 LY2086'METAL GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2689 ***********************************************************************
 KW2689  DESIGNATION -  A 366 PADH
 KW2689  PID         -  KW2689
 KW2689  STATE/COUNTY-  PA/CUMBERLAND
 KW2689  USGS QUAD   -  MECHANICSBURG (1987)
 KW2689
 KW2689                         *CURRENT SURVEY CONTROL
 KW2689  ___________________________________________________________________
 KW2689* NAD 83(1986)-  40 14 41.     (N)    077 01 59.     (W)     SCALED    
 KW2689* NAVD 88     -       118.997  (meters)     390.41   (feet)  ADJUSTED  
 KW2689  ___________________________________________________________________
 KW2689  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 KW2689  DYNAMIC HT  -         118.937 (meters)     390.21  (feet)  COMP
 KW2689  MODELED GRAV-     980,122.1   (mgal)                       NAVD 88
 KW2689
 KW2689  VERT ORDER  -  FIRST     CLASS II
 KW2689
 KW2689.The horizontal coordinates were scaled from a topographic map and have
 KW2689.an estimated accuracy of +/- 6 seconds.
 KW2689
 KW2689.The orthometric height was determined by differential leveling
 KW2689.and adjusted by the National Geodetic Survey in June 1991..
 KW2689
 KW2689.The geoid height was determined by GEOID03.
 KW2689
 KW2689.The dynamic height is computed by dividing the NAVD 88
 KW2689.geopotential number by the normal gravity value computed on the
 KW2689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2689.degrees latitude (g = 980.6199 gals.).
 KW2689
 KW2689.The modeled gravity was interpolated from observed gravity values.
 KW2689
 KW2689;                    North         East    Units  Estimated Accuracy
 KW2689;SPC PA S     -   101,440.      661,000.      MT  (+/- 180 meters Scaled)
 KW2689
 KW2689                          SUPERSEDED SURVEY CONTROL
 KW2689
 KW2689.No superseded survey control is available for this station.
 KW2689
 KW2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK270569(NAD 83)
 KW2689_MARKER: DD = SURVEY DISK
 KW2689_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KW2689_SP_SET: ABUTMENT
 KW2689_STAMPING: A 366
 KW2689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2689_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW2689+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2004
 KW2689
 KW2689  HISTORY     - Date     Condition        Report By
 KW2689  HISTORY     - UNK      MONUMENTED       PADH
 KW2689  HISTORY     - 1979     GOOD             NGS
 KW2689  HISTORY     - 20041129 GOOD             PADT
 KW2689  HISTORY     - 20060708 GOOD             GEOCAC
 KW2689
 KW2689                          STATION DESCRIPTION
 KW2689
 KW2689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KW2689'IN HOGESTOWN.
 KW2689'SET IN THE NORTHWEST ABUTMENT OF THE VILLAGE ROAD BRIDGE OVER
 KW2689'HOGESTOWN RUN CREEK IN HOGESTOWN, 76.5 FEET SOUTH OF THE CENTER LINE
 KW2689'OF THE NORTHBOUND LANE OF U.S. HIGHWAY 11, AND 14 FEET WEST OF THE
 KW2689'CENTER LINE OF VILLAGE ROAD.
 KW2689'THE MARK IS ABOVE LEVEL WITH ROAD.
 KW2689
 KW2689                          STATION RECOVERY (2004)
 KW2689
 KW2689'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (LJM)
 KW2689'RECOVERED IN GOOD CONDITION.
 KW2689
 KW2689                          STATION RECOVERY (2006)
 KW2689
 KW2689'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3896 ***********************************************************************
 JV3896  DESIGNATION -  A 368
 JV3896  PID         -  JV3896
 JV3896  STATE/COUNTY-  PA/LANCASTER
 JV3896  USGS QUAD   -  CONOWINGO DAM (1995)
 JV3896
 JV3896                         *CURRENT SURVEY CONTROL
 JV3896  ___________________________________________________________________
 JV3896* NAD 83(1986)-  39 44 07.     (N)    076 11 32.     (W)     SCALED    
 JV3896* NAVD 88     -       124.383  (meters)     408.08   (feet)  ADJUSTED  
 JV3896  ___________________________________________________________________
 JV3896  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JV3896  DYNAMIC HT  -         124.321 (meters)     407.88  (feet)  COMP
 JV3896  MODELED GRAV-     980,125.4   (mgal)                       NAVD 88
 JV3896
 JV3896  VERT ORDER  -  FIRST     CLASS II
 JV3896
 JV3896.The horizontal coordinates were scaled from a topographic map and have
 JV3896.an estimated accuracy of +/- 6 seconds.
 JV3896
 JV3896.The orthometric height was determined by differential leveling
 JV3896.and adjusted by the National Geodetic Survey in June 1991..
 JV3896
 JV3896.The geoid height was determined by GEOID03.
 JV3896
 JV3896.The dynamic height is computed by dividing the NAVD 88
 JV3896.geopotential number by the normal gravity value computed on the
 JV3896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3896.degrees latitude (g = 980.6199 gals.).
 JV3896
 JV3896.The modeled gravity was interpolated from observed gravity values.
 JV3896
 JV3896;                    North         East    Units  Estimated Accuracy
 JV3896;SPC PA S     -    45,810.      733,540.      MT  (+/- 180 meters Scaled)
 JV3896
 JV3896                          SUPERSEDED SURVEY CONTROL
 JV3896
 JV3896.No superseded survey control is available for this station.
 JV3896
 JV3896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ978990(NAD 83)
 JV3896_MARKER: DB = BENCH MARK DISK
 JV3896_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JV3896_SP_SET: STAINLESS STEEL ROD
 JV3896_STAMPING: A 368 1979
 JV3896_PROJECTION: PROJECTING 3 CENTIMETERS
 JV3896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3896_ROD/PIPE-DEPTH: 4.57 meters
 JV3896
 JV3896  HISTORY     - Date     Condition        Report By
 JV3896  HISTORY     - 1979     MONUMENTED       NGS
 JV3896
 JV3896                          STATION DESCRIPTION
 JV3896
 JV3896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JV3896'5.5 MI NW FROM CONOWINGO DAM.
 JV3896'1.75 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JV3896'STATION AAT CONOWINGO DAM, THENCE 3.75 MILES NORTH ALONG A
 JV3896'PAVED ROAD, AT A ROAD CROSSING.  76 FEET SOUTH OF THE CENTER OF
 JV3896'THE CROSS ROAD, 52.5 FEET WEST AND ACROSS THE ROAD FROM THE
 JV3896'NORTHWEST CORNER OF A 2-STORY WHITE HOUSE, 27 FEET WEST OF THE
 JV3896'CENTER OF THE PAVED ROAD, 8.5 FEET WEST OF A POWER POLE, AND
 JV3896'1 FOOT EAST OF A 4-WIRE FENCE.
 JV3896'THE MARK IS 2 FT  N FROM A WITNESS POST.
 JV3896'THE MARK IS 3 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3922 ***********************************************************************
 JV3922  DESIGNATION -  A 369
 JV3922  PID         -  JV3922
 JV3922  STATE/COUNTY-  PA/LANCASTER
 JV3922  USGS QUAD   -  CONESTOGA (1990)
 JV3922
 JV3922                         *CURRENT SURVEY CONTROL
 JV3922  ___________________________________________________________________
 JV3922* NAD 83(1986)-  39 54 21.     (N)    076 19 45.     (W)     SCALED    
 JV3922* NAVD 88     -        76.068  (meters)     249.57   (feet)  ADJUSTED  
 JV3922  ___________________________________________________________________
 JV3922  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 JV3922  DYNAMIC HT  -          76.029 (meters)     249.44  (feet)  COMP
 JV3922  MODELED GRAV-     980,110.9   (mgal)                       NAVD 88
 JV3922
 JV3922  VERT ORDER  -  FIRST     CLASS II
 JV3922
 JV3922.The horizontal coordinates were scaled from a topographic map and have
 JV3922.an estimated accuracy of +/- 6 seconds.
 JV3922
 JV3922.The orthometric height was determined by differential leveling
 JV3922.and adjusted by the National Geodetic Survey in June 1991..
 JV3922
 JV3922.The geoid height was determined by GEOID03.
 JV3922
 JV3922.The dynamic height is computed by dividing the NAVD 88
 JV3922.geopotential number by the normal gravity value computed on the
 JV3922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3922.degrees latitude (g = 980.6199 gals.).
 JV3922
 JV3922.The modeled gravity was interpolated from observed gravity values.
 JV3922
 JV3922;                    North         East    Units  Estimated Accuracy
 JV3922;SPC PA S     -    64,550.      721,490.      MT  (+/- 180 meters Scaled)
 JV3922
 JV3922                          SUPERSEDED SURVEY CONTROL
 JV3922
 JV3922.No superseded survey control is available for this station.
 JV3922
 JV3922_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK863181(NAD 83)
 JV3922_MARKER: DB = BENCH MARK DISK
 JV3922_SETTING: 66 = SET IN ROCK OUTCROP
 JV3922_SP_SET: ROCK OUTCROP
 JV3922_STAMPING: A 369 1979
 JV3922_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV3922+STABILITY: POSITION/ELEVATION WELL
 JV3922
 JV3922  HISTORY     - Date     Condition        Report By
 JV3922  HISTORY     - 1979     MONUMENTED       NGS
 JV3922
 JV3922                          STATION DESCRIPTION
 JV3922
 JV3922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JV3922'IN MARTIC FORGE.
 JV3922'IN MARTIC FORGE, AT THE T JUNCTION OF STATE HIGHWAY 324 AND
 JV3922'RIVER ROAD, IN THE APPROXIMATE CENTER OF AN EXPOSED SLOPING
 JV3922'BEDROCK LEDGE, 208 FEET WEST OF THE WEST END OF THE NORTH CONCRETE
 JV3922'GUARD RAIL OF A BRIDGE OVER PEQUEA CREEK, 146 FEET WEST OF THE
 JV3922'CENTERLINE OF A RIVER ROAD, 133 FEET EAST-NORTHEAST OF THE
 JV3922'SOUTHEAST CORNER OF A 3 BY 6 FOOT CONCRETE CATCH BASIN, 53 FEET
 JV3922'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 77 FEET WEST OF POWER
 JV3922'POLE NUMBER S21167.
 JV3922'THE MARK IS 3 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2320 ***********************************************************************
 KW2320  DESIGNATION -  A 37
 KW2320  PID         -  KW2320
 KW2320  STATE/COUNTY-  PA/CENTRE
 KW2320  USGS QUAD   -  BELLEFONTE (1998)
 KW2320
 KW2320                         *CURRENT SURVEY CONTROL
 KW2320  ___________________________________________________________________
 KW2320* NAD 83(1986)-  40 54 37.     (N)    077 46 56.     (W)     SCALED    
 KW2320* NAVD 88     -       226.189  (meters)     742.09   (feet)  ADJUSTED  
 KW2320  ___________________________________________________________________
 KW2320  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KW2320  DYNAMIC HT  -         226.083 (meters)     741.74  (feet)  COMP
 KW2320  MODELED GRAV-     980,149.4   (mgal)                       NAVD 88
 KW2320
 KW2320  VERT ORDER  -  SECOND    CLASS 0
 KW2320
 KW2320.The horizontal coordinates were scaled from a topographic map and have
 KW2320.an estimated accuracy of +/- 6 seconds.
 KW2320
 KW2320.The orthometric height was determined by differential leveling
 KW2320.and adjusted by the National Geodetic Survey in June 1991..
 KW2320
 KW2320.The geoid height was determined by GEOID03.
 KW2320
 KW2320.The dynamic height is computed by dividing the NAVD 88
 KW2320.geopotential number by the normal gravity value computed on the
 KW2320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2320.degrees latitude (g = 980.6199 gals.).
 KW2320
 KW2320.The modeled gravity was interpolated from observed gravity values.
 KW2320
 KW2320;                    North         East    Units  Estimated Accuracy
 KW2320;SPC PA N     -    82,580.      597,290.      MT  (+/- 180 meters Scaled)
 KW2320
 KW2320                          SUPERSEDED SURVEY CONTROL
 KW2320
 KW2320  NGVD 29 (??/??/??)  226.394  (m)          742.76   (f) ADJUSTED    2 0
 KW2320
 KW2320.Superseded values are not recommended for survey control.
 KW2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2320.See file dsdata.txt to determine how the superseded data were derived.
 KW2320
 KW2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL656325(NAD 83)
 KW2320_MARKER: DB = BENCH MARK DISK
 KW2320_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KW2320_SP_SET: BRIDGE ABUTMENT
 KW2320_STAMPING: A 37 1934
 KW2320_MARK LOGO: CGS   
 KW2320_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW2320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2320
 KW2320  HISTORY     - Date     Condition        Report By
 KW2320  HISTORY     - 1934     MONUMENTED       CGS
 KW2320  HISTORY     - 19910612 GOOD             LOCENG
 KW2320  HISTORY     - 19960504 GOOD             USPSQD
 KW2320
 KW2320                          STATION DESCRIPTION
 KW2320
 KW2320'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW2320'AT BELLEFONTE.
 KW2320'320 FEET SOUTH OF THE PENNSYLVANIA RAILROAD STATION, AT BRIDGE
 KW2320'67+21, IN THE WEST END OF THE NORTH ABUTMENT, 6 FEET WEST OF THE
 KW2320'WEST RAIL, AND ABOUT 3 FEET LOWER THAN THE TOP OF THE RAIL.
 KW2320
 KW2320                          STATION RECOVERY (1991)
 KW2320
 KW2320'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991 (JS)
 KW2320'RECOVERED AS DESCRIBED.
 KW2320
 KW2320                          STATION RECOVERY (1996)
 KW2320
 KW2320'RECOVERY NOTE BY US POWER SQUADRON 1996
 KW2320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3356 ***********************************************************************
 KV3356  DESIGNATION -  A 371
 KV3356  PID         -  KV3356
 KV3356  STATE/COUNTY-  PA/NORTHAMPTON
 KV3356  USGS QUAD   -  NAZARETH (1992)
 KV3356
 KV3356                         *CURRENT SURVEY CONTROL
 KV3356  ___________________________________________________________________
 KV3356* NAD 83(1986)-  40 39 48.     (N)    075 16 06.     (W)     SCALED    
 KV3356* NAVD 88     -       124.019  (meters)     406.89   (feet)  ADJUSTED  
 KV3356  ___________________________________________________________________
 KV3356  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KV3356  DYNAMIC HT  -         123.959 (meters)     406.69  (feet)  COMP
 KV3356  MODELED GRAV-     980,142.5   (mgal)                       NAVD 88
 KV3356
 KV3356  VERT ORDER  -  FIRST     CLASS II
 KV3356
 KV3356.The horizontal coordinates were scaled from a topographic map and have
 KV3356.an estimated accuracy of +/- 6 seconds.
 KV3356
 KV3356.The orthometric height was determined by differential leveling
 KV3356.and adjusted by the National Geodetic Survey in June 1991..
 KV3356
 KV3356.The geoid height was determined by GEOID03.
 KV3356
 KV3356.The dynamic height is computed by dividing the NAVD 88
 KV3356.geopotential number by the normal gravity value computed on the
 KV3356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3356.degrees latitude (g = 980.6199 gals.).
 KV3356
 KV3356.The modeled gravity was interpolated from observed gravity values.
 KV3356
 KV3356;                    North         East    Units  Estimated Accuracy
 KV3356;SPC PA S     -   150,630.      809,820.      MT  (+/- 180 meters Scaled)
 KV3356
 KV3356                          SUPERSEDED SURVEY CONTROL
 KV3356
 KV3356.No superseded survey control is available for this station.
 KV3356
 KV3356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL773014(NAD 83)
 KV3356_MARKER: DB = BENCH MARK DISK
 KV3356_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3356_SP_SET: STAINLESS STEEL ROD
 KV3356_STAMPING: A 371 1979
 KV3356_PROJECTION: RECESSED 10 CENTIMETERS
 KV3356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3356_ROD/PIPE-DEPTH: 4.57 meters
 KV3356
 KV3356  HISTORY     - Date     Condition        Report By
 KV3356  HISTORY     - 1979     MONUMENTED       NGS
 KV3356  HISTORY     - 19941130 MARK NOT FOUND   USPSQD
 KV3356  HISTORY     - 20030102 MARK NOT FOUND   USPSQD
 KV3356
 KV3356                          STATION DESCRIPTION
 KV3356
 KV3356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3356'1.5 MI SW FROM EASTON.
 KV3356'1.5 MILES SOUTHWEST ALONG FREEMANSBURG AVENUE FROM THE JUNCTION OF
 KV3356'25TH STREET IN EASTON TO THE MARK ON THE LEFT, AT THE SOUTHEAST
 KV3356'CORNER OF STONES CROSSING, 81 FEET NORTHEAST OF POWER POLE 289, 75
 KV3356'FEET WEST SOUTHWEST OF THE NORTHWEST CORNER OF THE EASTON NATIONAL
 KV3356'BANK AND TRUST COMPANT
 KV3356'COMPANY STONES CROSSING OFFICE, 52 FEET SOUTHEAST OF THE CENTERLINE
 KV3356'OF FREEMANSBURG AVENUE, 4 FEET SOUTHWEST OF A SIGN READING STONES
 KV3356'CROSSING OFFICE ENBT EASTON NATIONAL BAND AND TRUST COMPANY.
 KV3356'THE MARK IS 1 FT ABOVE ROAD.
 KV3356
 KV3356                          STATION RECOVERY (1994)
 KV3356
 KV3356'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV3356'MARK NOT FOUND.
 KV3356
 KV3356                          STATION RECOVERY (2003)
 KV3356
 KV3356'RECOVERY NOTE BY US POWER SQUADRON 2003 (RAS)
 KV3356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3380 ***********************************************************************
 KV3380  DESIGNATION -  A 372
 KV3380  PID         -  KV3380
 KV3380  STATE/COUNTY-  PA/BERKS
 KV3380  USGS QUAD   -  TOPTON (1992)
 KV3380
 KV3380                         *CURRENT SURVEY CONTROL
 KV3380  ___________________________________________________________________
 KV3380* NAD 83(1986)-  40 30 15.     (N)    075 40 14.     (W)     SCALED    
 KV3380* NAVD 88     -       144.681  (meters)     474.67   (feet)  ADJUSTED  
 KV3380  ___________________________________________________________________
 KV3380  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 KV3380  DYNAMIC HT  -         144.606 (meters)     474.43  (feet)  COMP
 KV3380  MODELED GRAV-     980,106.0   (mgal)                       NAVD 88
 KV3380
 KV3380  VERT ORDER  -  FIRST     CLASS II
 KV3380
 KV3380.The horizontal coordinates were scaled from a topographic map and have
 KV3380.an estimated accuracy of +/- 6 seconds.
 KV3380
 KV3380.The orthometric height was determined by differential leveling
 KV3380.and adjusted by the National Geodetic Survey in June 1991..
 KV3380
 KV3380.The geoid height was determined by GEOID03.
 KV3380
 KV3380.The dynamic height is computed by dividing the NAVD 88
 KV3380.geopotential number by the normal gravity value computed on the
 KV3380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3380.degrees latitude (g = 980.6199 gals.).
 KV3380
 KV3380.The modeled gravity was interpolated from observed gravity values.
 KV3380
 KV3380;                    North         East    Units  Estimated Accuracy
 KV3380;SPC PA S     -   132,080.      776,240.      MT  (+/- 180 meters Scaled)
 KV3380
 KV3380                          SUPERSEDED SURVEY CONTROL
 KV3380
 KV3380.No superseded survey control is available for this station.
 KV3380
 KV3380_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK431839(NAD 83)
 KV3380_MARKER: DB = BENCH MARK DISK
 KV3380_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3380_SP_SET: STAINLESS STEEL ROD
 KV3380_STAMPING: A 372 1979
 KV3380_PROJECTION: RECESSED 10 CENTIMETERS
 KV3380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3380+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2003
 KV3380_ROD/PIPE-DEPTH: 4.57 meters
 KV3380
 KV3380  HISTORY     - Date     Condition        Report By
 KV3380  HISTORY     - 1979     MONUMENTED       NGS
 KV3380  HISTORY     - 19991114 POOR             USPSQD
 KV3380  HISTORY     - 20031227 GOOD             USPSQD
 KV3380
 KV3380                          STATION DESCRIPTION
 KV3380
 KV3380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3380'IN MERTZTOWN.
 KV3380'IN MERTZTOWN 0.25 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE,
 KV3380'THENCE 0.05 MILE SOUTH ALONG BARCLAY STREET TO THE MARK ON THE RIGHT,
 KV3380'ON THE NORTH SIDE OF POWER POLE D 4165 T, 111 FEET SOUTH OF THE CENTER
 KV3380'LINE OF MAIN STREET, 56 FEET SOUTH OF THE SOUTHEAST CORNER OF A TWO
 KV3380'STORY HOUSE, BOX 489, OWNED BY MR A. M. HEIMBACH, 19 FEET WEST OF THE
 KV3380'CENTER OF BARCLAY STREET, AND 1.5 FEET NORTH OF THE POWER POLE.
 KV3380'THE MARK IS 1 FT  S FROM A WITNESS POST.
 KV3380'THE MARK IS ABOVE LEVEL WITH STREET.
 KV3380
 KV3380                          STATION RECOVERY (1999)
 KV3380
 KV3380'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV3380'MARK RECOVERED IN POOR CONDITION.
 KV3380
 KV3380                          STATION RECOVERY (2003)
 KV3380
 KV3380'RECOVERY NOTE BY US POWER SQUADRON 2003
 KV3380'BARCLAY STEET NOW TOWER ROAD.  MAIN STREET NOW STATE ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0815 ***********************************************************************
 KW0815  DESIGNATION -  A 38
 KW0815  PID         -  KW0815
 KW0815  STATE/COUNTY-  PA/CENTRE
 KW0815  USGS QUAD   -  COBURN (1973)
 KW0815
 KW0815                         *CURRENT SURVEY CONTROL
 KW0815  ___________________________________________________________________
 KW0815* NAD 83(1986)-  40 51 18.     (N)    077 29 20.     (W)     SCALED    
 KW0815* NAVD 88     -       326.154  (meters)    1070.06   (feet)  ADJUSTED  
 KW0815  ___________________________________________________________________
 KW0815  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KW0815  DYNAMIC HT  -         325.994 (meters)    1069.53  (feet)  COMP
 KW0815  MODELED GRAV-     980,126.5   (mgal)                       NAVD 88
 KW0815
 KW0815  VERT ORDER  -  SECOND    CLASS 0
 KW0815
 KW0815.The horizontal coordinates were scaled from a topographic map and have
 KW0815.an estimated accuracy of +/- 6 seconds.
 KW0815
 KW0815.The orthometric height was determined by differential leveling
 KW0815.and adjusted by the National Geodetic Survey in June 1991..
 KW0815
 KW0815.The geoid height was determined by GEOID03.
 KW0815
 KW0815.The dynamic height is computed by dividing the NAVD 88
 KW0815.geopotential number by the normal gravity value computed on the
 KW0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0815.degrees latitude (g = 980.6199 gals.).
 KW0815
 KW0815.The modeled gravity was interpolated from observed gravity values.
 KW0815
 KW0815;                    North         East    Units  Estimated Accuracy
 KW0815;SPC PA N     -    76,480.      622,020.      MT  (+/- 180 meters Scaled)
 KW0815
 KW0815                          SUPERSEDED SURVEY CONTROL
 KW0815
 KW0815  NGVD 29 (??/??/??)  326.360  (m)         1070.73   (f) ADJUSTED    2 0
 KW0815
 KW0815.Superseded values are not recommended for survey control.
 KW0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0815.See file dsdata.txt to determine how the superseded data were derived.
 KW0815
 KW0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL902256(NAD 83)
 KW0815_MARKER: DB = BENCH MARK DISK
 KW0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0815_STAMPING: A 38 1934
 KW0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0815+STABILITY: SURFACE MOTION
 KW0815
 KW0815  HISTORY     - Date     Condition        Report By
 KW0815  HISTORY     - 1934     MONUMENTED       CGS
 KW0815  HISTORY     - 1957     GOOD             USGS
 KW0815
 KW0815                          STATION DESCRIPTION
 KW0815
 KW0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0815'5.3 MI SE FROM RISING SPRINGS.
 KW0815'610 FEET EAST OF MILEPOST 38, ABOUT 32 FEET NORTHWEST OF A
 KW0815'SECONDARY ROAD CROSSING, 22 FEET NORTH OF THE NORTH RAIL, 14
 KW0815'FEET WEST OF A POLE AND ABOUT 2 FEET HIGHER THAN THE TOP OF THE
 KW0815'RAIL.  SET IN THE TOP OF A CONCRETE POST.
 KW0815
 KW0815                          STATION RECOVERY (1957)
 KW0815
 KW0815'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 KW0815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2379 ***********************************************************************
 KW2379  DESIGNATION -  A 39
 KW2379  PID         -  KW2379
 KW2379  STATE/COUNTY-  PA/MIFFLIN
 KW2379  USGS QUAD   -  BURNHAM (1973)
 KW2379
 KW2379                         *CURRENT SURVEY CONTROL
 KW2379  ___________________________________________________________________
 KW2379* NAD 83(1986)-  40 37 30.     (N)    077 30 47.     (W)     SCALED    
 KW2379* NAVD 88     -       156.443  (meters)     513.26   (feet)  ADJUSTED  
 KW2379  ___________________________________________________________________
 KW2379  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 KW2379  DYNAMIC HT  -         156.368 (meters)     513.02  (feet)  COMP
 KW2379  MODELED GRAV-     980,146.5   (mgal)                       NAVD 88
 KW2379
 KW2379  VERT ORDER  -  SECOND    CLASS 0
 KW2379
 KW2379.The horizontal coordinates were scaled from a topographic map and have
 KW2379.an estimated accuracy of +/- 6 seconds.
 KW2379
 KW2379.The orthometric height was determined by differential leveling
 KW2379.and adjusted by the National Geodetic Survey in June 1991..
 KW2379
 KW2379.The geoid height was determined by GEOID03.
 KW2379
 KW2379.The dynamic height is computed by dividing the NAVD 88
 KW2379.geopotential number by the normal gravity value computed on the
 KW2379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2379.degrees latitude (g = 980.6199 gals.).
 KW2379
 KW2379.The modeled gravity was interpolated from observed gravity values.
 KW2379
 KW2379;                    North         East    Units  Estimated Accuracy
 KW2379;SPC PA S     -   143,450.      620,050.      MT  (+/- 180 meters Scaled)
 KW2379
 KW2379                          SUPERSEDED SURVEY CONTROL
 KW2379
 KW2379  NGVD 29 (??/??/??)  156.660  (m)          513.98   (f) ADJUSTED    2 0
 KW2379
 KW2379.Superseded values are not recommended for survey control.
 KW2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2379.See file dsdata.txt to determine how the superseded data were derived.
 KW2379
 KW2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL874001(NAD 83)
 KW2379_MARKER: DB = BENCH MARK DISK
 KW2379_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2379_SP_SET: BRIDGE SEAT
 KW2379_STAMPING: A 39 1934
 KW2379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2379
 KW2379  HISTORY     - Date     Condition        Report By
 KW2379  HISTORY     - 1934     MONUMENTED       CGS
 KW2379  HISTORY     - 1966     GOOD             USGS
 KW2379
 KW2379                          STATION DESCRIPTION
 KW2379
 KW2379'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW2379'4.7 MI E FROM LEWISTOWN.
 KW2379'4.7 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM LEWISTOWN,
 KW2379'MIFFLIN COUNTY, ABOUT 0.6 MILE WEST OF THE STATION AT MAITLAND,
 KW2379'AT THREE-SPAN STEEL BRIDGE 4.53, IN THE TOP OF THE SOUTH END
 KW2379'OF THE EAST STONE BRIDGE SEAT, 4 FEET SOUTH OF THE CENTER LINE
 KW2379'OF THE TRACK, AND ABOUT 5 FEET LOWER THAN THE TOP OF THE RAIL.
 KW2379
 KW2379                          STATION RECOVERY (1966)
 KW2379
 KW2379'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KW2379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2910 ***********************************************************************
 KV2910  DESIGNATION -  A 397
 KV2910  PID         -  KV2910
 KV2910  STATE/COUNTY-  PA/NORTHAMPTON
 KV2910  USGS QUAD   -  NAZARETH (1992)
 KV2910
 KV2910                         *CURRENT SURVEY CONTROL
 KV2910  ___________________________________________________________________
 KV2910* NAD 83(1986)-  40 40 22.     (N)    075 14 59.     (W)     SCALED    
 KV2910* NAVD 88     -       107.999  (meters)     354.33   (feet)  ADJUSTED  
 KV2910  ___________________________________________________________________
 KV2910  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 KV2910  DYNAMIC HT  -         107.948 (meters)     354.16  (feet)  COMP
 KV2910  MODELED GRAV-     980,151.7   (mgal)                       NAVD 88
 KV2910  OBS GRAVITY -     980,148.9   (mgal)                       GRAV_OBS
 KV2910
 KV2910  VERT ORDER  -  FIRST     CLASS II
 KV2910
 KV2910.The horizontal coordinates were scaled from a topographic map and have
 KV2910.an estimated accuracy of +/- 6 seconds.
 KV2910
 KV2910.The orthometric height was determined by differential leveling
 KV2910.and adjusted by the National Geodetic Survey in June 1991..
 KV2910
 KV2910.The geoid height was determined by GEOID03.
 KV2910
 KV2910.The dynamic height is computed by dividing the NAVD 88
 KV2910.geopotential number by the normal gravity value computed on the
 KV2910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2910.degrees latitude (g = 980.6199 gals.).
 KV2910
 KV2910.The modeled gravity was interpolated from observed gravity values.
 KV2910.The observed gravity was obtained from relative gravimeter ties
 KV2910.to the IGSN71 gravity network.
 KV2910
 KV2910;                    North         East    Units  Estimated Accuracy
 KV2910;SPC PA S     -   151,720.      811,360.      MT  (+/- 180 meters Scaled)
 KV2910
 KV2910                          SUPERSEDED SURVEY CONTROL
 KV2910
 KV2910  NGVD 29 (01/10/92)  108.213  (m)          355.03   (f) ADJUSTED    1 2
 KV2910
 KV2910.Superseded values are not recommended for survey control.
 KV2910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2910.See file dsdata.txt to determine how the superseded data were derived.
 KV2910
 KV2910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL788024(NAD 83)
 KV2910_MARKER: I = METAL ROD
 KV2910_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KV2910_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KV2910_STAMPING: A 397 1978
 KV2910_MARK LOGO: NGS   
 KV2910_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV2910_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV2910+STABILITY: POSITION/ELEVATION WELL
 KV2910_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2910+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1995
 KV2910
 KV2910  HISTORY     - Date     Condition        Report By
 KV2910  HISTORY     - 1978     MONUMENTED       NGS
 KV2910  HISTORY     - 19940425 GOOD             USPSQD
 KV2910  HISTORY     - 19950105 GOOD             NJGS
 KV2910  HISTORY     - 19981001 GOOD             NGS
 KV2910  HISTORY     - 19991219 MARK NOT FOUND   USPSQD
 KV2910
 KV2910                          STATION DESCRIPTION
 KV2910
 KV2910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2910'IN WILSON.
 KV2910'0.3 MILE SOUTHWEST ALONG FREEMANSBURG ROAD FROM ITS INTERSECTION
 KV2910'WITH 25TH STREET AT ITS INTERSECTION WITH HOBSON STREET.  SET IN
 KV2910'THE SOUTH LAWN OF THE MAGNETIC WINDINGS COMPANY PLANT, 95 FEET
 KV2910'NORTHWEST OF THE CENTERLINE OF FREEMANSBURG ROAD, 53 FEET NORTHEAST
 KV2910'OF THE CENTERLINE OF HOBSON STREET, 22 FEET SOUTH-SOUTHEAST OF THE
 KV2910'SOUTHWEST CORNER OF THE BRICK MAGNETIC WINDINGS COMPANY BUILDING
 KV2910'AND 10 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A SIDEWALK.
 KV2910'THIS BENCH MARK HAS BEEN DESIGNATED A BASIC NET A JUNCTION MARK.
 KV2910
 KV2910                          STATION RECOVERY (1994)
 KV2910
 KV2910'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV2910'RECOVERED IN GOOD CONDITION.
 KV2910
 KV2910                          STATION RECOVERY (1995)
 KV2910
 KV2910'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV2910'RECOVERED AS DESCRIBED.
 KV2910
 KV2910                          STATION RECOVERY (1998)
 KV2910
 KV2910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998
 KV2910'RECOVERED AS DESCRIBED.
 KV2910
 KV2910                          STATION RECOVERY (1999)
 KV2910
 KV2910'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV2910'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1827 ***********************************************************************
 KW1827  DESIGNATION -  A 4
 KW1827  PID         -  KW1827
 KW1827  STATE/COUNTY-  PA/CUMBERLAND
 KW1827  USGS QUAD   -  PLAINFIELD (1975)
 KW1827
 KW1827                         *CURRENT SURVEY CONTROL
 KW1827  ___________________________________________________________________
 KW1827* NAD 83(1986)-  40 11 05.     (N)    077 19 21.     (W)     SCALED    
 KW1827* NAVD 88     -       158.384  (meters)     519.63   (feet)  ADJUSTED  
 KW1827  ___________________________________________________________________
 KW1827  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 KW1827  DYNAMIC HT  -         158.302 (meters)     519.36  (feet)  COMP
 KW1827  MODELED GRAV-     980,103.7   (mgal)                       NAVD 88
 KW1827
 KW1827  VERT ORDER  -  FIRST     CLASS II
 KW1827
 KW1827.The horizontal coordinates were scaled from a topographic map and have
 KW1827.an estimated accuracy of +/- 6 seconds.
 KW1827
 KW1827.The orthometric height was determined by differential leveling
 KW1827.and adjusted by the National Geodetic Survey in June 1991..
 KW1827
 KW1827.The geoid height was determined by GEOID03.
 KW1827
 KW1827.The dynamic height is computed by dividing the NAVD 88
 KW1827.geopotential number by the normal gravity value computed on the
 KW1827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1827.degrees latitude (g = 980.6199 gals.).
 KW1827
 KW1827.The modeled gravity was interpolated from observed gravity values.
 KW1827
 KW1827;                    North         East    Units  Estimated Accuracy
 KW1827;SPC PA S     -    94,620.      636,410.      MT  (+/- 180 meters Scaled)
 KW1827
 KW1827                          SUPERSEDED SURVEY CONTROL
 KW1827
 KW1827  NGVD 29 (??/??/??)  158.595  (m)          520.32   (f) ADJUSTED    1 2
 KW1827
 KW1827.Superseded values are not recommended for survey control.
 KW1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1827.See file dsdata.txt to determine how the superseded data were derived.
 KW1827
 KW1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK022508(NAD 83)
 KW1827_MARKER: DB = BENCH MARK DISK
 KW1827_SETTING: 66 = SET IN ROCK OUTCROP
 KW1827_SP_SET: ROCK LEDGE
 KW1827_STAMPING: A 4 1931
 KW1827_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW1827+STABILITY: POSITION/ELEVATION WELL
 KW1827
 KW1827  HISTORY     - Date     Condition        Report By
 KW1827  HISTORY     - 1931     MONUMENTED       CGS
 KW1827  HISTORY     - 1961     GOOD             CGS
 KW1827  HISTORY     - 20060207 POOR             GEOCAC
 KW1827
 KW1827                          STATION DESCRIPTION
 KW1827
 KW1827'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KW1827'AT KERRSVILLE.
 KW1827'AT KERRSVILLE, CUMBERLAND COUNTY, 16 RAILS WEST OF THE CENTER OF
 KW1827'THE STEEL HIGHWAY BRIDGE OVER THE PENNSYLVANIA RAILROAD, 22.4
 KW1827'FEET NORTH OF THE NORTH RAIL OF THE DOUBLE TRACK, IN A ROCK
 KW1827'LEDGE, AND 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 KW1827'STAMPED 520.324 A 4 1931.
 KW1827
 KW1827                          STATION RECOVERY (2006)
 KW1827
 KW1827'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW1827'MARK AND BOULDER IT IS SET IN APPEAR TO HAVE BEEN OVERTURNED AFTER
 KW1827'RAILROAD TRACKS WERE REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0023 ***********************************************************************
 KW0023  DESIGNATION -  A 40
 KW0023  PID         -  KW0023
 KW0023  STATE/COUNTY-  PA/SCHUYLKILL
 KW0023  USGS QUAD   -  ASHLAND (1984)
 KW0023
 KW0023                         *CURRENT SURVEY CONTROL
 KW0023  ___________________________________________________________________
 KW0023* NAD 83(1986)-  40 46 42.     (N)    076 20 21.     (W)     SCALED    
 KW0023* NAVD 88     -       264.551  (meters)     867.95   (feet)  ADJUSTED  
 KW0023  ___________________________________________________________________
 KW0023  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KW0023  DYNAMIC HT  -         264.425 (meters)     867.53  (feet)  COMP
 KW0023  MODELED GRAV-     980,144.5   (mgal)                       NAVD 88
 KW0023
 KW0023  VERT ORDER  -  SECOND    CLASS 0
 KW0023
 KW0023.The horizontal coordinates were scaled from a topographic map and have
 KW0023.an estimated accuracy of +/- 6 seconds.
 KW0023
 KW0023.The orthometric height was determined by differential leveling
 KW0023.and adjusted by the National Geodetic Survey in June 1991..
 KW0023
 KW0023.The geoid height was determined by GEOID03.
 KW0023
 KW0023.The dynamic height is computed by dividing the NAVD 88
 KW0023.geopotential number by the normal gravity value computed on the
 KW0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0023.degrees latitude (g = 980.6199 gals.).
 KW0023
 KW0023.The modeled gravity was interpolated from observed gravity values.
 KW0023
 KW0023;                    North         East    Units  Estimated Accuracy
 KW0023;SPC PA S     -   161,400.      719,090.      MT  (+/- 180 meters Scaled)
 KW0023
 KW0023                          SUPERSEDED SURVEY CONTROL
 KW0023
 KW0023  NGVD 29 (??/??/??)  264.775  (m)          868.68   (f) ADJUSTED    2 0
 KW0023
 KW0023.Superseded values are not recommended for survey control.
 KW0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0023.See file dsdata.txt to determine how the superseded data were derived.
 KW0023
 KW0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL869150(NAD 83)
 KW0023_MARKER: DB = BENCH MARK DISK
 KW0023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0023_SP_SET: BRIDGE
 KW0023_STAMPING: A 40 1934
 KW0023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0023
 KW0023  HISTORY     - Date     Condition        Report By
 KW0023  HISTORY     - 1934     MONUMENTED       CGS
 KW0023
 KW0023                          STATION DESCRIPTION
 KW0023
 KW0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0023'NEAR ASHLAND.
 KW0023'3,170 FEET SOUTH ALONG THE READING CO. RAILWAY FROM ASHLAND,
 KW0023'SCHUYLKILL COUNTY, AT BRIDGE 120/02, IN THE SOUTHEAST WING WALL,
 KW0023'12 FEET EAST OF THE CENTER LINE OF THE NORTH-BOUND TRACK, AND
 KW0023'ABOUT 6 INCHES LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 KW0023'DISK, STAMPED A 40 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2317 ***********************************************************************
 LY2317  DESIGNATION -  A 400
 LY2317  PID         -  LY2317
 LY2317  STATE/COUNTY-  PA/PIKE
 LY2317  USGS QUAD   -  SHOHOLA (1994)
 LY2317
 LY2317                         *CURRENT SURVEY CONTROL
 LY2317  ___________________________________________________________________
 LY2317* NAD 83(1986)-  41 28 55.     (N)    074 59 06.     (W)     SCALED    
 LY2317* NAVD 88     -       191.168  (meters)     627.19   (feet)  ADJUSTED  
 LY2317  ___________________________________________________________________
 LY2317  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 LY2317  DYNAMIC HT  -         191.089 (meters)     626.93  (feet)  COMP
 LY2317  MODELED GRAV-     980,210.2   (mgal)                       NAVD 88
 LY2317
 LY2317  VERT ORDER  -  FIRST     CLASS II
 LY2317
 LY2317.The horizontal coordinates were scaled from a topographic map and have
 LY2317.an estimated accuracy of +/- 6 seconds.
 LY2317
 LY2317.The orthometric height was determined by differential leveling
 LY2317.and adjusted by the National Geodetic Survey in June 1991..
 LY2317
 LY2317.The geoid height was determined by GEOID03.
 LY2317
 LY2317.The dynamic height is computed by dividing the NAVD 88
 LY2317.geopotential number by the normal gravity value computed on the
 LY2317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2317.degrees latitude (g = 980.6199 gals.).
 LY2317
 LY2317.The modeled gravity was interpolated from observed gravity values.
 LY2317
 LY2317;                    North         East    Units  Estimated Accuracy
 LY2317;SPC PA N     -   149,750.      830,880.      MT  (+/- 180 meters Scaled)
 LY2317
 LY2317                          SUPERSEDED SURVEY CONTROL
 LY2317
 LY2317.No superseded survey control is available for this station.
 LY2317
 LY2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL012922(NAD 83)
 LY2317_MARKER: I = METAL ROD
 LY2317_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2317_SP_SET: STAINLESS STEEL ROD
 LY2317_STAMPING: A 400 1982
 LY2317_MARK LOGO: NGS   
 LY2317_PROJECTION: FLUSH
 LY2317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2317_ROD/PIPE-DEPTH: 2.4  meters
 LY2317
 LY2317  HISTORY     - Date     Condition        Report By
 LY2317  HISTORY     - 1982     MONUMENTED       NGS
 LY2317  HISTORY     - 19941010 MARK NOT FOUND   USGS
 LY2317  HISTORY     - 20010312 MARK NOT FOUND   PADT
 LY2317
 LY2317                          STATION DESCRIPTION
 LY2317
 LY2317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2317'IN LACKAWAXEN.
 LY2317'IN LACKAWAXEN, NEAR THE SOUTHWEST END OF A WOOD DECKED STEEL CABLE
 LY2317'PEDESTRIAN BRIDGE OVER THE DELAWARE RIVER, 21.42 METERS (70.3 FT)
 LY2317'SOUTHWEST OF A CHAIN LINK FENCE ENTRANCE GATE TO THE BRIDGE, 2.60
 LY2317'METERS (8.5 FT) EAST OF THE CENTER OF A PAVED ROAD LEADING TO THE
 LY2317'BRIDGE, 0.35 METER (1.1 FT) NORTHEAST OF AN 8-FOOT HIGH CHAIN LINK
 LY2317'FENCE.  NOTE-SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, ROD DRIVEN
 LY2317'TO REFUSAL AND ANCHORED AT 2.4 METERS.
 LY2317'THE MARK IS 0.42 METERS  N FROM A WITNESS POST.
 LY2317'THE MARK IS ABOVE LEVEL WITH PAVED ROAD.
 LY2317
 LY2317                          STATION RECOVERY (1994)
 LY2317
 LY2317'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (JB)
 LY2317'MARK NOT FOUND.
 LY2317
 LY2317                          STATION RECOVERY (2001)
 LY2317
 LY2317'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (JAY)
 LY2317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1773 ***********************************************************************
 KX1773  DESIGNATION -  A 401
 KX1773  PID         -  KX1773
 KX1773  STATE/COUNTY-  PA/ARMSTRONG
 KX1773  USGS QUAD   -  MOSGROVE (1993)
 KX1773
 KX1773                         *CURRENT SURVEY CONTROL
 KX1773  ___________________________________________________________________
 KX1773* NAD 83(1986)-  40 52 22.     (N)    079 28 30.     (W)     SCALED    
 KX1773* NAVD 88     -       245.557  (meters)     805.63   (feet)  ADJUSTED  
 KX1773  ___________________________________________________________________
 KX1773  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KX1773  DYNAMIC HT  -         245.436 (meters)     805.23  (feet)  COMP
 KX1773  MODELED GRAV-     980,127.1   (mgal)                       NAVD 88
 KX1773
 KX1773  VERT ORDER  -  FIRST     CLASS II
 KX1773
 KX1773.The horizontal coordinates were scaled from a topographic map and have
 KX1773.an estimated accuracy of +/- 6 seconds.
 KX1773
 KX1773.The orthometric height was determined by differential leveling
 KX1773.and adjusted by the National Geodetic Survey in June 1991..
 KX1773
 KX1773.The geoid height was determined by GEOID03.
 KX1773
 KX1773.The dynamic height is computed by dividing the NAVD 88
 KX1773.geopotential number by the normal gravity value computed on the
 KX1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1773.degrees latitude (g = 980.6199 gals.).
 KX1773
 KX1773.The modeled gravity was interpolated from observed gravity values.
 KX1773
 KX1773;                    North         East    Units  Estimated Accuracy
 KX1773;SPC PA S     -   172,360.      454,600.      MT  (+/- 180 meters Scaled)
 KX1773
 KX1773                          SUPERSEDED SURVEY CONTROL
 KX1773
 KX1773  NGVD 29 (06/03/92)  245.735  (m)          806.22   (f) ADJUSTED    1 2
 KX1773
 KX1773.Superseded values are not recommended for survey control.
 KX1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1773.See file dsdata.txt to determine how the superseded data were derived.
 KX1773
 KX1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF285257(NAD 83)
 KX1773_MARKER: DB = BENCH MARK DISK
 KX1773_SETTING: 66 = SET IN ROCK OUTCROP
 KX1773_SP_SET: ROCK OUTCROP
 KX1773_STAMPING: A 401 1982
 KX1773_MARK LOGO: NGS   
 KX1773_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX1773+STABILITY: POSITION/ELEVATION WELL
 KX1773
 KX1773  HISTORY     - Date     Condition        Report By
 KX1773  HISTORY     - 1982     MONUMENTED       NGS
 KX1773  HISTORY     - 1982     GOOD             NGS
 KX1773  HISTORY     - 1983     GOOD             NGS
 KX1773
 KX1773                          STATION DESCRIPTION
 KX1773
 KX1773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1773'IN MOSGROVE.
 KX1773'IN MOSGROVE, 0.5 KM (0.3 MI) NORTH-NORTHEAST ALONG KITTANNING,
 KX1773'TEMPLETON RIVER ROAD FROM THE CHESAPEAKE AND OHIO RAILROAD BRIDGE OVER
 KX1773'THE ALLEGHENY RIVER TO THE MARK ON THE RIGHT, IN THE TOP OF THE BASE
 KX1773'OF A MASSIVE ROCK CUT, 25.29 METERS (83.0 FT) NORTHWEST AND ACROSS THE
 KX1773'ROAD FROM THE BOTTOM STEP OF A TRAIL BRIDGE ACROSS PINE CREEK,
 KX1773'19.50 METERS (64.0 FT) NORTHWEST AND ACROSS THE ROAD FROM A TELEPHONE
 KX1773'POLE, AND 5.18 METERS (17.0 FT) WEST OF THE CENTER OF THE ROAD.
 KX1773'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 KX1773'THE MARK IS 0.91 M ABOVE ROAD.
 KX1773
 KX1773                          STATION RECOVERY (1982)
 KX1773
 KX1773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KX1773'RECOVERED IN GOOD CONDITION.
 KX1773
 KX1773                          STATION RECOVERY (1983)
 KX1773
 KX1773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1811 ***********************************************************************
 KX1811  DESIGNATION -  A 402
 KX1811  PID         -  KX1811
 KX1811  STATE/COUNTY-  PA/ARMSTRONG
 KX1811  USGS QUAD   -  RURAL VALLEY (1990)
 KX1811
 KX1811                         *CURRENT SURVEY CONTROL
 KX1811  ___________________________________________________________________
 KX1811* NAD 83(1986)-  40 47 48.     (N)    079 15 39.     (W)     SCALED    
 KX1811* NAVD 88     -       350.736  (meters)    1150.71   (feet)  ADJUSTED  
 KX1811  ___________________________________________________________________
 KX1811  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KX1811  DYNAMIC HT  -         350.560 (meters)    1150.13  (feet)  COMP
 KX1811  MODELED GRAV-     980,114.7   (mgal)                       NAVD 88
 KX1811
 KX1811  VERT ORDER  -  FIRST     CLASS II
 KX1811
 KX1811.The horizontal coordinates were scaled from a topographic map and have
 KX1811.an estimated accuracy of +/- 6 seconds.
 KX1811
 KX1811.The orthometric height was determined by differential leveling
 KX1811.and adjusted by the National Geodetic Survey in June 1991..
 KX1811
 KX1811.The geoid height was determined by GEOID03.
 KX1811
 KX1811.The dynamic height is computed by dividing the NAVD 88
 KX1811.geopotential number by the normal gravity value computed on the
 KX1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1811.degrees latitude (g = 980.6199 gals.).
 KX1811
 KX1811.The modeled gravity was interpolated from observed gravity values.
 KX1811
 KX1811;                    North         East    Units  Estimated Accuracy
 KX1811;SPC PA S     -   163,580.      472,510.      MT  (+/- 180 meters Scaled)
 KX1811
 KX1811                          SUPERSEDED SURVEY CONTROL
 KX1811
 KX1811  NGVD 29 (06/03/92)  350.907  (m)         1151.27   (f) ADJUSTED    1 2
 KX1811
 KX1811.Superseded values are not recommended for survey control.
 KX1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1811.See file dsdata.txt to determine how the superseded data were derived.
 KX1811
 KX1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF467176(NAD 83)
 KX1811_MARKER: I = METAL ROD
 KX1811_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KX1811_SP_SET: STAINLESS STEEL ROD
 KX1811_STAMPING: A 402 1982
 KX1811_MARK LOGO: NGS   
 KX1811_PROJECTION: FLUSH
 KX1811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1811_ROD/PIPE-DEPTH: 3.9  meters
 KX1811
 KX1811  HISTORY     - Date     Condition        Report By
 KX1811  HISTORY     - 1982     MONUMENTED       NGS
 KX1811
 KX1811                          STATION DESCRIPTION
 KX1811
 KX1811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1811'4.8 KM (3.0 MI) EAST FROM RURAL VALLEY.
 KX1811'4.8 KM (3.0 MI) EAST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF WATER
 KX1811'STREET IN RURAL VALLEY, TO THE MARK ON THE RIGHT, AT THE NORTHEAST
 KX1811'CORNER OF A BROWN HOUSE, 15.4 METERS (50.6 FT) SOUTH OF THE CENTER OF
 KX1811'HIGHWAY 85, 4.3 METERS (14.0 FT) WEST OF A FLAG POLE, AND 1.7 METERS
 KX1811'(5.6 FT) NORTHEAST OF THE CORNOR OF THE HOUSE.
 KX1811'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1847 ***********************************************************************
 KX1847  DESIGNATION -  A 403
 KX1847  PID         -  KX1847
 KX1847  STATE/COUNTY-  PA/JEFFERSON
 KX1847  USGS QUAD   -  PUNXSUTAWNEY (1994)
 KX1847
 KX1847                         *CURRENT SURVEY CONTROL
 KX1847  ___________________________________________________________________
 KX1847* NAD 83(1986)-  40 55 18.     (N)    078 59 07.     (W)     SCALED    
 KX1847* NAVD 88     -       457.591  (meters)    1501.28   (feet)  ADJUSTED  
 KX1847  ___________________________________________________________________
 KX1847  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KX1847  DYNAMIC HT  -         457.369 (meters)    1500.55  (feet)  COMP
 KX1847  MODELED GRAV-     980,125.1   (mgal)                       NAVD 88
 KX1847
 KX1847  VERT ORDER  -  FIRST     CLASS II
 KX1847
 KX1847.The horizontal coordinates were scaled from a topographic map and have
 KX1847.an estimated accuracy of +/- 6 seconds.
 KX1847
 KX1847.The orthometric height was determined by differential leveling
 KX1847.and adjusted by the National Geodetic Survey in June 1991..
 KX1847
 KX1847.The geoid height was determined by GEOID03.
 KX1847
 KX1847.The dynamic height is computed by dividing the NAVD 88
 KX1847.geopotential number by the normal gravity value computed on the
 KX1847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1847.degrees latitude (g = 980.6199 gals.).
 KX1847
 KX1847.The modeled gravity was interpolated from observed gravity values.
 KX1847
 KX1847;                    North         East    Units  Estimated Accuracy
 KX1847;SPC PA N     -    84,590.      495,950.      MT  (+/- 180 meters Scaled)
 KX1847
 KX1847                          SUPERSEDED SURVEY CONTROL
 KX1847
 KX1847  NGVD 29 (06/03/92)  457.757  (m)         1501.82   (f) ADJUSTED    1 2
 KX1847
 KX1847.Superseded values are not recommended for survey control.
 KX1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1847.See file dsdata.txt to determine how the superseded data were derived.
 KX1847
 KX1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF696320(NAD 83)
 KX1847_MARKER: I = METAL ROD
 KX1847_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KX1847_SP_SET: STAINLESS STEEL ROD
 KX1847_STAMPING: A 403 1982
 KX1847_MARK LOGO: NGS   
 KX1847_PROJECTION: FLUSH
 KX1847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1847_ROD/PIPE-DEPTH: 3.2  meters
 KX1847
 KX1847  HISTORY     - Date     Condition        Report By
 KX1847  HISTORY     - 1982     MONUMENTED       NGS
 KX1847
 KX1847                          STATION DESCRIPTION
 KX1847
 KX1847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1847'3.1 KM (1.95 MI) SW FROM PUNXSUTAWNEY.
 KX1847'3.1 KM (1.95 MI) SOUTHWEST ALONG STATE HIGHWAY 119 SOUTH FROM THE
 KX1847'CIVIC CENTER AND MUNICIPAL COMPLEX CENTER IN PUNXSUTAWNEY TO THE MARK
 KX1847'ON THE LEFT IN FRONT OF VANDERPOOL AUTO SALES.  DRIVEN TO REFUSAL,
 KX1847'12.2 METERS (40.0 FT) EAST OF THE CENTERLINE OF HIGHWAY 119,
 KX1847'18.4 METERS (60.5 FT) SOUTH OF THE SOUTH END OF A GUARD RAIL.
 KX1847'2.6 METERS (8.5 FT) SOUTHWEST OF TWIN MAPLE TREE.  2.4 METERS (8.0
 KX1847'FT) NORTH OF A BERCH TREE.
 KX1847'THE MARK IS 0.60 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1737 ***********************************************************************
 MA1737  CBN         -  This is a Cooperative Base Network Control Station.
 MA1737  DESIGNATION -  A 404
 MA1737  PID         -  MA1737
 MA1737  STATE/COUNTY-  PA/CLEARFIELD
 MA1737  USGS QUAD   -  DU BOIS (1994)
 MA1737
 MA1737                         *CURRENT SURVEY CONTROL
 MA1737  ___________________________________________________________________
 MA1737* NAD 83(1992)-  41 05 35.19714(N)    078 46 19.07936(W)     ADJUSTED  
 MA1737* NAVD 88     -       442.178  (meters)    1450.71   (feet)  ADJUSTED  
 MA1737  ___________________________________________________________________
 MA1737  X           -     937,375.936 (meters)                     COMP
 MA1737  Y           -  -4,721,967.652 (meters)                     COMP
 MA1737  Z           -   4,170,491.046 (meters)                     COMP
 MA1737  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 MA1737  ELLIP HEIGHT-         409.87  (meters)          (03/28/01) GPS OBS
 MA1737  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 MA1737  DYNAMIC HT  -         441.965 (meters)    1450.01  (feet)  COMP
 MA1737  MODELED GRAV-     980,130.6   (mgal)                       NAVD 88
 MA1737
 MA1737  HORZ ORDER  -  A
 MA1737  VERT ORDER  -  FIRST     CLASS II
 MA1737  ELLP ORDER  -  THIRD     CLASS II
 MA1737
 MA1737.The horizontal coordinates were established by GPS observations
 MA1737.and adjusted by the National Geodetic Survey in March 2001..
 MA1737
 MA1737.The orthometric height was determined by differential leveling
 MA1737.and adjusted by the National Geodetic Survey in June 1991..
 MA1737
 MA1737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MA1737
 MA1737.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1737
 MA1737.The ellipsoidal height was determined by GPS observations
 MA1737.and is referenced to NAD 83.
 MA1737
 MA1737.The geoid height was determined by GEOID03.
 MA1737
 MA1737.The dynamic height is computed by dividing the NAVD 88
 MA1737.geopotential number by the normal gravity value computed on the
 MA1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1737.degrees latitude (g = 980.6199 gals.).
 MA1737
 MA1737.The modeled gravity was interpolated from observed gravity values.
 MA1737
 MA1737;                    North         East     Units Scale Factor Converg.
 MA1737;SPC PA N     -   103,391.429   514,142.106   MT  0.99997277   -0 40 33.9
 MA1737;SPC PA N     -   339,210.05  1,686,814.56   sFT  0.99997277   -0 40 33.9
 MA1737;UTM  17      - 4,551,485.316   687,123.592   MT  1.00003097   +1 27 53.6
 MA1737
 MA1737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1737!SPC PA N     -   0.99993571  x   0.99997277  =   0.99990848
 MA1737!UTM  17      -   0.99993571  x   1.00003097  =   0.99996668
 MA1737
 MA1737                          SUPERSEDED SURVEY CONTROL
 MA1737
 MA1737  NAVD 88 (03/28/01)  442.18   (m)         1450.7    (f) LEVELING    3  
 MA1737  NGVD 29 (06/03/92)  442.332  (m)         1451.22   (f) ADJUSTED    1 2
 MA1737
 MA1737.Superseded values are not recommended for survey control.
 MA1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1737.See file dsdata.txt to determine how the superseded data were derived.
 MA1737
 MA1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF8712451485(NAD 83)
 MA1737_MARKER: I = METAL ROD
 MA1737_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MA1737_SP_SET: STAINLESS STEEL ROD
 MA1737_STAMPING: A 404 1982
 MA1737_MARK LOGO: NGS   
 MA1737_PROJECTION: FLUSH
 MA1737_MAGNETIC: I = MARKER IS A STEEL ROD
 MA1737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA1737+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2004
 MA1737_ROD/PIPE-DEPTH: 5.5  meters
 MA1737
 MA1737  HISTORY     - Date     Condition        Report By
 MA1737  HISTORY     - 1982     MONUMENTED       NGS
 MA1737  HISTORY     - 20000324 GOOD             NGS
 MA1737  HISTORY     - 20001001 GOOD             PADT
 MA1737  HISTORY     - 20020730 GOOD             PADT
 MA1737  HISTORY     - 20040225 GOOD             T3GLOB
 MA1737
 MA1737                          STATION DESCRIPTION
 MA1737
 MA1737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MA1737'IN DU BOIS.
 MA1737'3.05 KM (2.0 MI) SOUTH ALONG U.S. HIGHWAY 219, FROM THE  BRIDGE
 MA1737'OVER SANDYLICK CREEK, IN DU BOIS, TO THE MARK ON THE RIGHT, AT
 MA1737'JUNCTION OF U.S. HIGHWAY 119 AND U.S. HIGHWAY 219.  29.2 METERS
 MA1737'(96.0 FT) WEST OF CENTERLINE OF U.S. HIGHWAY 219, 19.5 METERS (64.0
 MA1737'FT) EAST OF CENTER OF U.S. HIGHWAY 119, AND 39.0 METERS (128.0 FT)
 MA1737'NORTH OF ROAD LEADING FROM U.S. HIGHWAY 219 TO U.S. HIGHWAY 119.
 MA1737'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 MA1737
 MA1737                          STATION RECOVERY (2000)
 MA1737
 MA1737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 MA1737'THE STATION IS LOCATED ABOUT 3.22 KM (2.00 MI) SOUTH OF DUBOIS, AT THE
 MA1737'JUNCTION OF US HIGHWAYS 119 AND 219, NEAR THE CENTER OF A LARGE GRASSY
 MA1737'TRIANGLE FORMED BY THE JUNCTION.  OWNERSHIP--PENNSYLVANIA DEPARTMENT
 MA1737'OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF
 MA1737'INTERSTATE HIGHWAY 80 (EXIT 16) AND US HIGHWAY 219 LOCATED ABOUT 4.02
 MA1737'KM (2.50 MI) NORTH OF DUBOIS, GO SOUTHERLY ON HIGHWAY 219 FOR 4.18 KM
 MA1737'(2.60 MI) TO THE JUNCTION OF STATE HIGHWAY 255 STRAIGHT AHEAD.  TURN
 MA1737'RIGHT, SOUTHWEST ON HIGHWAY 219 FOR 3.86 KM (2.40 MI) TO THE SPLIT
 MA1737'Y-JUNCTION OF HIGHWAY 219 AND 119.  BEAR RIGHT ON HIGHWAY 119 FOR 0.16
 MA1737'KM (0.10 MI) TO THE ENTRANCE DOORS OF THE AUTO WORLD STORE ON THE
 MA1737'RIGHT AND STATION ON THE LEFT.  THE STATION IS A PUNCH MARK ON THE TOP
 MA1737'OF A DATUM CAP CRIMPED ON A STAINLESS STEEL ROD, ENCASED IN A 13 CM
 MA1737'PVC PIPE WITH AN NGS LOGO CAP SURROUNDED BY CONCRETE AND FLUSH WITH
 MA1737'GROUND.  LOCATED 65.23 M (214.01 FT) NORTHEAST OF A METAL POST
 MA1737'SUPPORTING A SIGN --NO LEFT TURN SYMBOL-- AT THE SOUTHWEST END OF THE
 MA1737'GRASSY TRIANGLE, 29.07 M (95.37 FT) NORTHWEST OF A METAL POST OF A
 MA1737'SIGN --SOUTH 119 ENTER HERE-- AT THE SOUTHEAST END OF THE TRIANGLE,
 MA1737'39.0 M (128.0 FT) NORTHWEST OF THE CENTER OF THE HIGHWAY 119 ENTRANCE
 MA1737'ROAD FOR HIGHWAY 219, 29.2 M (95.8 FT) NORTHWEST OF THE CENTER OF
 MA1737'HIGHWAY 219 AND 19.5 M (64.0 FT) SOUTHEAST OF THE CENTER OF HIGHWAY
 MA1737'119.  ROD IS RECESSED 7 CM BELOW ACCESS COVER.
 MA1737
 MA1737                          STATION RECOVERY (2000)
 MA1737
 MA1737'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (CH)
 MA1737'RECOVERED AS DESCRIBED
 MA1737'
 MA1737
 MA1737                          STATION RECOVERY (2002)
 MA1737
 MA1737'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (BH)
 MA1737'RECOVERED IN GOOD CONDITION.
 MA1737
 MA1737                          STATION RECOVERY (2004)
 MA1737
 MA1737'RECOVERY NOTE BY T3 GLOBAL STRATEGIES 2004 (BAW)
 MA1737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1772 ***********************************************************************
 MA1772  DESIGNATION -  A 405
 MA1772  PID         -  MA1772
 MA1772  STATE/COUNTY-  PA/BUTLER
 MA1772  USGS QUAD   -  PARKER (1979)
 MA1772
 MA1772                         *CURRENT SURVEY CONTROL
 MA1772  ___________________________________________________________________
 MA1772* NAD 83(1986)-  41 04 50.     (N)    079 42 18.     (W)     SCALED    
 MA1772* NAVD 88     -       348.724  (meters)    1144.11   (feet)  ADJUSTED  
 MA1772  ___________________________________________________________________
 MA1772  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 MA1772  DYNAMIC HT  -         348.561 (meters)    1143.57  (feet)  COMP
 MA1772  MODELED GRAV-     980,148.0   (mgal)                       NAVD 88
 MA1772
 MA1772  VERT ORDER  -  FIRST     CLASS II
 MA1772
 MA1772.The horizontal coordinates were scaled from a topographic map and have
 MA1772.an estimated accuracy of +/- 6 seconds.
 MA1772
 MA1772.The orthometric height was determined by differential leveling
 MA1772.and adjusted by the National Geodetic Survey in June 1991..
 MA1772
 MA1772.The geoid height was determined by GEOID03.
 MA1772
 MA1772.The dynamic height is computed by dividing the NAVD 88
 MA1772.geopotential number by the normal gravity value computed on the
 MA1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1772.degrees latitude (g = 980.6199 gals.).
 MA1772
 MA1772.The modeled gravity was interpolated from observed gravity values.
 MA1772
 MA1772;                    North         East    Units  Estimated Accuracy
 MA1772;SPC PA S     -   195,830.      435,730.      MT  (+/- 180 meters Scaled)
 MA1772
 MA1772                          SUPERSEDED SURVEY CONTROL
 MA1772
 MA1772  NGVD 29 (06/03/92)  348.899  (m)         1144.68   (f) ADJUSTED    1 2
 MA1772
 MA1772.Superseded values are not recommended for survey control.
 MA1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1772.See file dsdata.txt to determine how the superseded data were derived.
 MA1772
 MA1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF087485(NAD 83)
 MA1772_MARKER: I = METAL ROD
 MA1772_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MA1772_SP_SET: STAINLESS STEEL ROD
 MA1772_STAMPING: A 405 1982
 MA1772_MARK LOGO: NGS   
 MA1772_PROJECTION: FLUSH
 MA1772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1772_ROD/PIPE-DEPTH: 5.2  meters
 MA1772
 MA1772  HISTORY     - Date     Condition        Report By
 MA1772  HISTORY     - 1982     MONUMENTED       NGS
 MA1772
 MA1772                          STATION DESCRIPTION
 MA1772
 MA1772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MA1772'3.1 KM (1.9 MI) SW FROM PARKER.
 MA1772'4.0 KM (2.5 MI) NORTHEAST ALONG STATE HIGHWAY 268, TO WHERE POWER
 MA1772'LINES CROSS HIGHWAY AND MARK SET BY TELEPHONE POLE NUMBER (455) SOUTH
 MA1772'FROM POST OFFICE IN PARKER, TO TELEPHONE POLE ON LEFT, AND GRAVEL ROAD
 MA1772'ON RIGHT, AND MARK ON RIGHT.  5.8 METERS (19.0 FT) SOUTH
 MA1772'FROM THE CENTERLINE OF STATE HIGHWAY 268, 0.3 METER
 MA1772'(1.0 FT) SOUTH FROM TELEPHONE POLE NUMBER 455, 21.3 METERS
 MA1772'(70.0 FT) SOUTHEAST FROM A POWER POLE ACROSS STATE HIGHWAY
 MA1772'268, AND 13.1 METERS (43.0 FT) SOUTHWEST FROM THE CENTER
 MA1772'OF THE GRAVEL ROAD.
 MA1772'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 MA1772'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1780 ***********************************************************************
 MB1780  DESIGNATION -  A 406
 MB1780  PID         -  MB1780
 MB1780  STATE/COUNTY-  PA/CRAWFORD
 MB1780  USGS QUAD   -  CAMBRIDGE SPRINGS (1975)
 MB1780
 MB1780                         *CURRENT SURVEY CONTROL
 MB1780  ___________________________________________________________________
 MB1780* NAD 83(1986)-  41 50 46.     (N)    080 01 37.     (W)     SCALED    
 MB1780* NAVD 88     -       416.897  (meters)    1367.77   (feet)  ADJUSTED  
 MB1780  ___________________________________________________________________
 MB1780  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 MB1780  DYNAMIC HT  -         416.729 (meters)    1367.22  (feet)  COMP
 MB1780  MODELED GRAV-     980,205.7   (mgal)                       NAVD 88
 MB1780
 MB1780  VERT ORDER  -  FIRST     CLASS II
 MB1780
 MB1780.The horizontal coordinates were scaled from a topographic map and have
 MB1780.an estimated accuracy of +/- 6 seconds.
 MB1780
 MB1780.The orthometric height was determined by differential leveling
 MB1780.and adjusted by the National Geodetic Survey in June 1991..
 MB1780
 MB1780.The geoid height was determined by GEOID03.
 MB1780
 MB1780.The dynamic height is computed by dividing the NAVD 88
 MB1780.geopotential number by the normal gravity value computed on the
 MB1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1780.degrees latitude (g = 980.6199 gals.).
 MB1780
 MB1780.The modeled gravity was interpolated from observed gravity values.
 MB1780
 MB1780;                    North         East    Units  Estimated Accuracy
 MB1780;SPC PA N     -   189,000.      410,920.      MT  (+/- 180 meters Scaled)
 MB1780
 MB1780                          SUPERSEDED SURVEY CONTROL
 MB1780
 MB1780  NGVD 29 (06/03/92)  417.055  (m)         1368.29   (f) ADJUSTED    1 2
 MB1780
 MB1780.Superseded values are not recommended for survey control.
 MB1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1780.See file dsdata.txt to determine how the superseded data were derived.
 MB1780
 MB1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG807331(NAD 83)
 MB1780_MARKER: I = METAL ROD
 MB1780_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1780_SP_SET: STAINLESS STEEL ROD
 MB1780_STAMPING: A 406 1982
 MB1780_MARK LOGO: NGS   
 MB1780_PROJECTION: FLUSH
 MB1780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1780_ROD/PIPE-DEPTH: 3.0  meters
 MB1780
 MB1780  HISTORY     - Date     Condition        Report By
 MB1780  HISTORY     - 1982     MONUMENTED       NGS
 MB1780
 MB1780                          STATION DESCRIPTION
 MB1780
 MB1780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MB1780'5.3 KM (3.3 MI) NE FROM CAMBRIDGE SPRINGS.
 MB1780'5.3 KM (3.3 MI) NORTH ALONG U.S. HIGHWAY 19 FROM THE BRIDGE OVER
 MB1780'FRENCH CREEK IN CAMBRIDGE SPRINGS TO THE MARK ON THE RIGHT.  IT IS
 MB1780'8.0 METERS (26.5 FT) NORTHEAST FROM THE CENTERLINE OF U.S. HIGHWAY
 MB1780'19 AND 1.6 METERS (5.5 FT) SOUTHWEST FROM THE SOUTH LEG OF A LARGE
 MB1780'STEEL BILLBOARD SIGN.
 MB1780'THE MARK IS 0.15 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1784 ***********************************************************************
 MA1784  DESIGNATION -  A 407
 MA1784  PID         -  MA1784
 MA1784  STATE/COUNTY-  PA/VENANGO
 MA1784  USGS QUAD   -  EMLENTON (1979)
 MA1784
 MA1784                         *CURRENT SURVEY CONTROL
 MA1784  ___________________________________________________________________
 MA1784* NAD 83(1986)-  41 10 28.     (N)    079 42 03.     (W)     SCALED    
 MA1784* NAVD 88     -       276.746  (meters)     907.96   (feet)  ADJUSTED  
 MA1784  ___________________________________________________________________
 MA1784  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 MA1784  DYNAMIC HT  -         276.621 (meters)     907.55  (feet)  COMP
 MA1784  MODELED GRAV-     980,162.9   (mgal)                       NAVD 88
 MA1784
 MA1784  VERT ORDER  -  FIRST     CLASS II
 MA1784
 MA1784.The horizontal coordinates were scaled from a topographic map and have
 MA1784.an estimated accuracy of +/- 6 seconds.
 MA1784
 MA1784.The orthometric height was determined by differential leveling
 MA1784.and adjusted by the National Geodetic Survey in June 1991..
 MA1784
 MA1784.The geoid height was determined by GEOID03.
 MA1784
 MA1784.The dynamic height is computed by dividing the NAVD 88
 MA1784.geopotential number by the normal gravity value computed on the
 MA1784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1784.degrees latitude (g = 980.6199 gals.).
 MA1784
 MA1784.The modeled gravity was interpolated from observed gravity values.
 MA1784
 MA1784;                    North         East    Units  Estimated Accuracy
 MA1784;SPC PA N     -   113,760.      436,320.      MT  (+/- 180 meters Scaled)
 MA1784
 MA1784                          SUPERSEDED SURVEY CONTROL
 MA1784
 MA1784  NGVD 29 (06/03/92)  276.922  (m)          908.53   (f) ADJUSTED    1 2
 MA1784
 MA1784.Superseded values are not recommended for survey control.
 MA1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1784.See file dsdata.txt to determine how the superseded data were derived.
 MA1784
 MA1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF089589(NAD 83)
 MA1784_MARKER: DB = BENCH MARK DISK
 MA1784_SETTING: 80 = SET IN A BOULDER
 MA1784_SP_SET: BOULDER
 MA1784_STAMPING: A 407 1982
 MA1784_MARK LOGO: NGS   
 MA1784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1784+STABILITY: SURFACE MOTION
 MA1784
 MA1784  HISTORY     - Date     Condition        Report By
 MA1784  HISTORY     - 1982     MONUMENTED       NGS
 MA1784
 MA1784                          STATION DESCRIPTION
 MA1784
 MA1784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MA1784'1.2 KM (0.75 MI) SE FROM EMLENTON.
 MA1784'1.2 KM (0.75 MI) SOUTHEAST ALONG STATE HIGHWAY 268 FROM THE BRIDGE
 MA1784'OVER THE ALLEGHENY RIVER IN EMLENTON TO THE MARK ON THE RIGHT IN A
 MA1784'BOULDER, 5.3 METERS (17.5 FT) SOUTH OF THE CENTERLINE OF
 MA1784'STATE HIGHWAY 268 AND 4.8 METERS (16.0 FT) SOUTHEAST OF A CONCRETE
 MA1784'HEADWALL.
 MA1784'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 MA1784'THE MARK IS 0.45 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1753 ***********************************************************************
 MB1753  DESIGNATION -  A 408
 MB1753  PID         -  MB1753
 MB1753  STATE/COUNTY-  PA/CRAWFORD
 MB1753  USGS QUAD   -  COCHRANTON (1973)
 MB1753
 MB1753                         *CURRENT SURVEY CONTROL
 MB1753  ___________________________________________________________________
 MB1753* NAD 83(1986)-  41 30 23.     (N)    080 01 35.     (W)     SCALED    
 MB1753* NAVD 88     -       361.947  (meters)    1187.49   (feet)  ADJUSTED  
 MB1753  ___________________________________________________________________
 MB1753  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 MB1753  DYNAMIC HT  -         361.795 (meters)    1186.99  (feet)  COMP
 MB1753  MODELED GRAV-     980,192.9   (mgal)                       NAVD 88
 MB1753
 MB1753  VERT ORDER  -  FIRST     CLASS II
 MB1753
 MB1753.The horizontal coordinates were scaled from a topographic map and have
 MB1753.an estimated accuracy of +/- 6 seconds.
 MB1753
 MB1753.The orthometric height was determined by differential leveling
 MB1753.and adjusted by the National Geodetic Survey in June 1991..
 MB1753
 MB1753.The geoid height was determined by GEOID03.
 MB1753
 MB1753.The dynamic height is computed by dividing the NAVD 88
 MB1753.geopotential number by the normal gravity value computed on the
 MB1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1753.degrees latitude (g = 980.6199 gals.).
 MB1753
 MB1753.The modeled gravity was interpolated from observed gravity values.
 MB1753
 MB1753;                    North         East    Units  Estimated Accuracy
 MB1753;SPC PA N     -   151,280.      409,980.      MT  (+/- 180 meters Scaled)
 MB1753
 MB1753                          SUPERSEDED SURVEY CONTROL
 MB1753
 MB1753  NGVD 29 (06/03/92)  362.105  (m)         1188.01   (f) ADJUSTED    1 2
 MB1753
 MB1753.Superseded values are not recommended for survey control.
 MB1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1753.See file dsdata.txt to determine how the superseded data were derived.
 MB1753
 MB1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF812954(NAD 83)
 MB1753_MARKER: I = METAL ROD
 MB1753_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1753_SP_SET: STAINLESS STEEL ROD
 MB1753_STAMPING: A 408 1982
 MB1753_MARK LOGO: NGS   
 MB1753_PROJECTION: FLUSH
 MB1753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1753_ROD/PIPE-DEPTH: 9.4  meters
 MB1753
 MB1753  HISTORY     - Date     Condition        Report By
 MB1753  HISTORY     - 1982     MONUMENTED       NGS
 MB1753
 MB1753                          STATION DESCRIPTION
 MB1753
 MB1753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MB1753'2.5 KM (1.55 MI) SE FROM COCHRANTON.
 MB1753'2.5 KM (1.55 MI) SOUTHEAST ALONG U.S. HIGHWAY 322 FROM THE JUNCTION
 MB1753'WITH STATE HIGHWAY 173 IN COCHRANTON TO THE MARK ON THE RIGHT AT A
 MB1753'POWER POLE WITH THREE TRANSFORMERS, 10.6 METERS (34.8 FT)
 MB1753'WEST OF THE CENTERLINE OF U.S. HIGHWAY 322, 0.30 METERS (1.0 FT)
 MB1753'EAST OF A POWER POLE.
 MB1753'THE MARK IS 0.60 METERS  N FROM A WITNESS POST.
 MB1753'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1479 ***********************************************************************
 KW1479  DESIGNATION -  A 41
 KW1479  PID         -  KW1479
 KW1479  STATE/COUNTY-  PA/DAUPHIN
 KW1479  USGS QUAD   -  MILLERSBURG (1969)
 KW1479
 KW1479                         *CURRENT SURVEY CONTROL
 KW1479  ___________________________________________________________________
 KW1479* NAD 83(1986)-  40 31 55.     (N)    076 54 42.     (W)     SCALED    
 KW1479* NAVD 88     -       154.054  (meters)     505.43   (feet)  POSTED    
 KW1479  ___________________________________________________________________
 KW1479  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KW1479  DYNAMIC HT  -         153.980 (meters)     505.18  (feet)  COMP
 KW1479  MODELED GRAV-     980,141.0   (mgal)                       NAVD 88
 KW1479
 KW1479  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 KW1479
 KW1479.The horizontal coordinates were scaled from a topographic map and have
 KW1479.an estimated accuracy of +/- 6 seconds.
 KW1479
 KW1479.The orthometric height was determined by differential leveling
 KW1479.and adjusted by the National Geodetic Survey in 1992..
 KW1479.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 KW1479.rate of 3.1 thru 4.0 mm/km.
 KW1479
 KW1479.The geoid height was determined by GEOID03.
 KW1479
 KW1479.The dynamic height is computed by dividing the NAVD 88
 KW1479.geopotential number by the normal gravity value computed on the
 KW1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1479.degrees latitude (g = 980.6199 gals.).
 KW1479
 KW1479.The modeled gravity was interpolated from observed gravity values.
 KW1479
 KW1479;                    North         East    Units  Estimated Accuracy
 KW1479;SPC PA S     -   133,430.      671,030.      MT  (+/- 180 meters Scaled)
 KW1479
 KW1479                          SUPERSEDED SURVEY CONTROL
 KW1479
 KW1479  NGVD 29 (??/??/??)  154.290  (m)          506.20   (f) ADJUSTED    2 0
 KW1479
 KW1479.Superseded values are not recommended for survey control.
 KW1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1479.See file dsdata.txt to determine how the superseded data were derived.
 KW1479
 KW1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK380885(NAD 83)
 KW1479_MARKER: DB = BENCH MARK DISK
 KW1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1479_STAMPING: A 41 1934
 KW1479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1479+STABILITY: SURFACE MOTION
 KW1479_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1479+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 KW1479
 KW1479  HISTORY     - Date     Condition        Report By
 KW1479  HISTORY     - 1934     MONUMENTED       CGS
 KW1479  HISTORY     - 20060910 GOOD             GEOCAC
 KW1479
 KW1479                          STATION DESCRIPTION
 KW1479
 KW1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1479'2.9 MI E FROM MILLERSBURG.
 KW1479'2.9 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM MILLERSBURG,
 KW1479'DAUPHIN COUNTY, 0.2 MILE EAST OF MILEPOST 3, ABOUT 200 FEET
 KW1479'SOUTH OF A TWO-STORY YELLOW FRAME HOUSE, 70 FEET WEST OF A
 KW1479'750-GALLONS-PER-DAY SPRING, 20 FEET SOUTH OF THE SOUTH RAIL,
 KW1479'3 FEET EAST OF A 4- BY 18-FOOT BOULDER, AND ABOUT 2 FEET
 KW1479'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED A 41
 KW1479'1934 AND SET IN THE TOP OF A CONCRETE POST.
 KW1479
 KW1479                          STATION RECOVERY (2006)
 KW1479
 KW1479'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW1479'RAILROAD HAS BEEN ABANDONED AND TRACKS REMOVED. RAILBED REMAINS. THE
 KW1479'MARK IS LOCATED JUST INSIDE THE ENTRANCE TO THE NED SMITH CENTER LANDS
 KW1479'OF THE PA GAME LANDS.
 KW1479' 
 KW1479'HH2 N 40 31 55.9 W 076 54 41.4
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2777 ***********************************************************************
 KW2777  DESIGNATION -  A 411
 KW2777  PID         -  KW2777
 KW2777  STATE/COUNTY-  PA/DAUPHIN
 KW2777  USGS QUAD   -  DUNCANNON (1984)
 KW2777
 KW2777                         *CURRENT SURVEY CONTROL
 KW2777  ___________________________________________________________________
 KW2777* NAD 83(1986)-  40 25 37.     (N)    077 00 32.     (W)     SCALED    
 KW2777* NAVD 88     -       109.770  (meters)     360.14   (feet)  ADJUSTED  
 KW2777  ___________________________________________________________________
 KW2777  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KW2777  DYNAMIC HT  -         109.716 (meters)     359.96  (feet)  COMP
 KW2777  MODELED GRAV-     980,140.1   (mgal)                       NAVD 88
 KW2777
 KW2777  VERT ORDER  -  FIRST     CLASS II
 KW2777
 KW2777.The horizontal coordinates were scaled from a topographic map and have
 KW2777.an estimated accuracy of +/- 6 seconds.
 KW2777
 KW2777.The orthometric height was determined by differential leveling
 KW2777.and adjusted by the National Geodetic Survey in June 1991..
 KW2777
 KW2777.The geoid height was determined by GEOID03.
 KW2777
 KW2777.The dynamic height is computed by dividing the NAVD 88
 KW2777.geopotential number by the normal gravity value computed on the
 KW2777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2777.degrees latitude (g = 980.6199 gals.).
 KW2777
 KW2777.The modeled gravity was interpolated from observed gravity values.
 KW2777
 KW2777;                    North         East    Units  Estimated Accuracy
 KW2777;SPC PA S     -   121,690.      662,890.      MT  (+/- 180 meters Scaled)
 KW2777
 KW2777                          SUPERSEDED SURVEY CONTROL
 KW2777
 KW2777.No superseded survey control is available for this station.
 KW2777
 KW2777_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK295770(NAD 83)
 KW2777_MARKER: I = METAL ROD
 KW2777_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KW2777_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KW2777_STAMPING: A 411 1983
 KW2777_MARK LOGO: NGS   
 KW2777_PROJECTION: FLUSH
 KW2777_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW2777+STABILITY: POSITION/ELEVATION WELL
 KW2777_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW2777+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2004
 KW2777_ROD/PIPE-DEPTH: 6.7  meters
 KW2777_SLEEVE-DEPTH  : 6.1 meters
 KW2777
 KW2777  HISTORY     - Date     Condition        Report By
 KW2777  HISTORY     - 1983     MONUMENTED       NGS
 KW2777  HISTORY     - 20040913 GOOD             GEOCAC
 KW2777
 KW2777                          STATION DESCRIPTION
 KW2777
 KW2777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KW2777'IN AMITY HALL.
 KW2777'IN AMITY HALL, AT THE ENTRANCE OF AMITY FARM, 0.08 KM (0.05 MI) WEST
 KW2777'OF THE ENTRANCE RAMPS OF U.S. HIGHWAY 11, 15 NORTH AND SOUTH,
 KW2777'16.45 METERS (54.0 FT) NORTH OF THE CENTERLINE OF THE ROAD RUNNING
 KW2777'EAST AND WEST THROUGH AMITY HALL, 14.63 METERS (48.5 FT) SOUTHEAST OF
 KW2777'TELEPHONE POLE 473 WITH 2 GUY WIRES, 11.27 METERS (37.0 FT) WEST OF
 KW2777'THE CENTER OF THE PAVED ENTRANCE ROAD OF AMITY FARM, 0.76 METER
 KW2777'(2.5 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE STONE PLANTER WITH
 KW2777'SIGN (AMITY FARM).
 KW2777'THE MARK IS ABOVE LEVEL WITH ROAD.
 KW2777
 KW2777                          STATION RECOVERY (2004)
 KW2777
 KW2777'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW2777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2774 ***********************************************************************
 KW2774  DESIGNATION -  A 412
 KW2774  PID         -  KW2774
 KW2774  STATE/COUNTY-  PA/SNYDER
 KW2774  USGS QUAD   -  DALMATIA (1969)
 KW2774
 KW2774                         *CURRENT SURVEY CONTROL
 KW2774  ___________________________________________________________________
 KW2774* NAD 83(1986)-  40 41 29.     (N)    076 52 47.     (W)     SCALED    
 KW2774* NAVD 88     -       127.460  (meters)     418.18   (feet)  ADJUSTED  
 KW2774  ___________________________________________________________________
 KW2774  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KW2774  DYNAMIC HT  -         127.402 (meters)     417.98  (feet)  COMP
 KW2774  MODELED GRAV-     980,164.4   (mgal)                       NAVD 88
 KW2774
 KW2774  VERT ORDER  -  FIRST     CLASS II
 KW2774
 KW2774.The horizontal coordinates were scaled from a topographic map and have
 KW2774.an estimated accuracy of +/- 6 seconds.
 KW2774
 KW2774.The orthometric height was determined by differential leveling
 KW2774.and adjusted by the National Geodetic Survey in June 1991..
 KW2774
 KW2774.The geoid height was determined by GEOID03.
 KW2774
 KW2774.The dynamic height is computed by dividing the NAVD 88
 KW2774.geopotential number by the normal gravity value computed on the
 KW2774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2774.degrees latitude (g = 980.6199 gals.).
 KW2774
 KW2774.The modeled gravity was interpolated from observed gravity values.
 KW2774
 KW2774;                    North         East    Units  Estimated Accuracy
 KW2774;SPC PA S     -   151,160.      673,560.      MT  (+/- 180 meters Scaled)
 KW2774
 KW2774                          SUPERSEDED SURVEY CONTROL
 KW2774
 KW2774.No superseded survey control is available for this station.
 KW2774
 KW2774_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL411061(NAD 83)
 KW2774_MARKER: DB = BENCH MARK DISK
 KW2774_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KW2774_SP_SET: WINGWALL
 KW2774_STAMPING: A 412 1983
 KW2774_MARK LOGO: NGS   
 KW2774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2774+STABILITY: SURFACE MOTION
 KW2774
 KW2774  HISTORY     - Date     Condition        Report By
 KW2774  HISTORY     - 1983     MONUMENTED       NGS
 KW2774
 KW2774                          STATION DESCRIPTION
 KW2774
 KW2774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KW2774'12.6 KM (7.85 MI) SOUTH FROM SELINSGROVE.
 KW2774'12.6 KM (7.85 MI) SOUTH ALONG U.S. HIGHWAYS 11 AND 15 FROM THE POST
 KW2774'OFFICE IN SELINSGROVE TO THE MARK ON THE LEFT, 10.05 METERS (33.0 FT)
 KW2774'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 10.97 METERS (36.0 FT)
 KW2774'SOUTHWEST OF THE CENTER OF A PAVED ROAD, 7.77 METERS (25.5 FT)
 KW2774'NORTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1643 ***********************************************************************
 LZ1643  DESIGNATION -  A 413 PADH
 LZ1643  PID         -  LZ1643
 LZ1643  STATE/COUNTY-  PA/UNION
 LZ1643  USGS QUAD   -  MILTON (1983)
 LZ1643
 LZ1643                         *CURRENT SURVEY CONTROL
 LZ1643  ___________________________________________________________________
 LZ1643* NAD 83(1986)-  41 02 27.     (N)    076 52 15.     (W)     SCALED    
 LZ1643* NAVD 88     -       156.606  (meters)     513.80   (feet)  ADJUSTED  
 LZ1643  ___________________________________________________________________
 LZ1643  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 LZ1643  DYNAMIC HT  -         156.538 (meters)     513.58  (feet)  COMP
 LZ1643  MODELED GRAV-     980,189.0   (mgal)                       NAVD 88
 LZ1643
 LZ1643  VERT ORDER  -  FIRST     CLASS II
 LZ1643
 LZ1643.The horizontal coordinates were scaled from a topographic map and have
 LZ1643.an estimated accuracy of +/- 6 seconds.
 LZ1643
 LZ1643.The orthometric height was determined by differential leveling
 LZ1643.and adjusted by the National Geodetic Survey in June 1991..
 LZ1643
 LZ1643.The geoid height was determined by GEOID03.
 LZ1643
 LZ1643.The dynamic height is computed by dividing the NAVD 88
 LZ1643.geopotential number by the normal gravity value computed on the
 LZ1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1643.degrees latitude (g = 980.6199 gals.).
 LZ1643
 LZ1643.The modeled gravity was interpolated from observed gravity values.
 LZ1643
 LZ1643;                    North         East    Units  Estimated Accuracy
 LZ1643;SPC PA N     -    97,460.      673,920.      MT  (+/- 180 meters Scaled)
 LZ1643
 LZ1643                          SUPERSEDED SURVEY CONTROL
 LZ1643
 LZ1643.No superseded survey control is available for this station.
 LZ1643
 LZ1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL427449(NAD 83)
 LZ1643_MARKER: DD = SURVEY DISK
 LZ1643_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LZ1643_SP_SET: RETAINING WALL
 LZ1643_STAMPING: A 413 1983
 LZ1643_MARK LOGO: PADH  
 LZ1643_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ1643+STABILITY: POSITION/ELEVATION WELL
 LZ1643
 LZ1643  HISTORY     - Date     Condition        Report By
 LZ1643  HISTORY     - 1983     MONUMENTED       PADH
 LZ1643
 LZ1643                          STATION DESCRIPTION
 LZ1643
 LZ1643'DESCRIBED BY PA DEPT OF HIGHWAYS 1983
 LZ1643'8.4 KM (5.25 MI) NORTH FROM LEWISBURG.
 LZ1643'8.4 KM (5.25 MI) NORTH ALONG U.S. HIGHWAY 15 FROM THE BRIDGE OVER
 LZ1643'BUFFALO CREEK IN LEWISBURG TO THE MARK ON THE RIGHT, IN THE SOUTHEAST
 LZ1643'RETAINING WALL OF BRIDGE, ALSO 8.2 KM (5.15 MI) SOUTH ALONG U.S.
 LZ1643'HIGHWAY 15 FROM THE POST OFFICE IN ALLENWOOD, 8.3 METERS (27.5 FT)
 LZ1643'EAST OF THE CENTERLINE OF HIGHWAY.
 LZ1643'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1908 ***********************************************************************
 KX1908  DESIGNATION -  A 414
 KX1908  PID         -  KX1908
 KX1908  STATE/COUNTY-  PA/BUTLER
 KX1908  USGS QUAD   -  BUTLER (1977)
 KX1908
 KX1908                         *CURRENT SURVEY CONTROL
 KX1908  ___________________________________________________________________
 KX1908* NAD 83(1986)-  40 52 03.     (N)    079 56 50.     (W)     SCALED    
 KX1908* NAVD 88     -       402.302  (meters)    1319.89   (feet)  ADJUSTED  
 KX1908  ___________________________________________________________________
 KX1908  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KX1908  DYNAMIC HT  -         402.099 (meters)    1319.22  (feet)  COMP
 KX1908  MODELED GRAV-     980,108.7   (mgal)                       NAVD 88
 KX1908
 KX1908  VERT ORDER  -  FIRST     CLASS II
 KX1908
 KX1908.The horizontal coordinates were scaled from a topographic map and have
 KX1908.an estimated accuracy of +/- 6 seconds.
 KX1908
 KX1908.The orthometric height was determined by differential leveling
 KX1908.and adjusted by the National Geodetic Survey in June 1991..
 KX1908
 KX1908.The geoid height was determined by GEOID03.
 KX1908
 KX1908.The dynamic height is computed by dividing the NAVD 88
 KX1908.geopotential number by the normal gravity value computed on the
 KX1908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1908.degrees latitude (g = 980.6199 gals.).
 KX1908
 KX1908.The modeled gravity was interpolated from observed gravity values.
 KX1908
 KX1908;                    North         East    Units  Estimated Accuracy
 KX1908;SPC PA S     -   172,650.      414,790.      MT  (+/- 180 meters Scaled)
 KX1908
 KX1908                          SUPERSEDED SURVEY CONTROL
 KX1908
 KX1908  NGVD 29 (06/03/92)  402.446  (m)         1320.36   (f) ADJUSTED    1 2
 KX1908
 KX1908.Superseded values are not recommended for survey control.
 KX1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1908.See file dsdata.txt to determine how the superseded data were derived.
 KX1908
 KX1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF887245(NAD 83)
 KX1908_MARKER: I = METAL ROD
 KX1908_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KX1908+WITH SETTING: INFORMATION.
 KX1908_SP_SET: SHALLOW SET METAL ROD
 KX1908_STAMPING: A 414 1983
 KX1908_MARK LOGO: NGS   
 KX1908_PROJECTION: FLUSH
 KX1908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1908_ROD/PIPE-DEPTH: 3.0  meters
 KX1908
 KX1908  HISTORY     - Date     Condition        Report By
 KX1908  HISTORY     - 1983     MONUMENTED       NGS
 KX1908
 KX1908                          STATION DESCRIPTION
 KX1908
 KX1908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KX1908'4.5 KM (2.8 MI) WEST FROM BUTLER.
 KX1908'4.5 KM (2.8 MI) WEST ALONG STATE HIGHWAY 68 FROM THE INTERSECTION OF
 KX1908'SOUTH MAIN STREET AND EAST JEFFERSON STREET IN BUTLER TO THE MARK ON
 KX1908'THE RIGHT, IN THE LAWN OF DESHON WOODS PARK, 24.8 METERS (81.5 FT)
 KX1908'NORTH OF THE CENTERLINE OF THE HIGHWAY, 4.4 METERS (14.5 FT)
 KX1908'NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF A SHELTER, 0.76 METER
 KX1908'(2.5 FT) NORTHWEST OF THE EAST END OF A WOOD GUARDRAIL.  NOTE--SEVERAL
 KX1908'ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL AND ANCHORED.
 KX1908'THE MARK IS 0.76 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0841 ***********************************************************************
 NC0841  DESIGNATION -  A 415
 NC0841  PID         -  NC0841
 NC0841  STATE/COUNTY-  PA/ERIE
 NC0841  USGS QUAD   -  HARBORCREEK (1996)
 NC0841
 NC0841                         *CURRENT SURVEY CONTROL
 NC0841  ___________________________________________________________________
 NC0841* NAD 83(1986)-  42 10 17.     (N)    079 56 52.     (W)     SCALED    
 NC0841* NAVD 88     -       222.194  (meters)     728.98   (feet)  ADJUSTED  
 NC0841  ___________________________________________________________________
 NC0841  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 NC0841  DYNAMIC HT  -         222.116 (meters)     728.73  (feet)  COMP
 NC0841  MODELED GRAV-     980,264.9   (mgal)                       NAVD 88
 NC0841
 NC0841  VERT ORDER  -  FIRST     CLASS II
 NC0841
 NC0841.The horizontal coordinates were scaled from a topographic map and have
 NC0841.an estimated accuracy of +/- 6 seconds.
 NC0841
 NC0841.The orthometric height was determined by differential leveling
 NC0841.and adjusted by the National Geodetic Survey in June 1991..
 NC0841
 NC0841.The geoid height was determined by GEOID03.
 NC0841
 NC0841.The dynamic height is computed by dividing the NAVD 88
 NC0841.geopotential number by the normal gravity value computed on the
 NC0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0841.degrees latitude (g = 980.6199 gals.).
 NC0841
 NC0841.The modeled gravity was interpolated from observed gravity values.
 NC0841
 NC0841;                    North         East    Units  Estimated Accuracy
 NC0841;SPC PA N     -   224,950.      418,410.      MT  (+/- 180 meters Scaled)
 NC0841
 NC0841                          SUPERSEDED SURVEY CONTROL
 NC0841
 NC0841  NGVD 29 (06/03/92)  222.368  (m)          729.55   (f) ADJUSTED    1 2
 NC0841
 NC0841.Superseded values are not recommended for survey control.
 NC0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0841.See file dsdata.txt to determine how the superseded data were derived.
 NC0841
 NC0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG869693(NAD 83)
 NC0841_MARKER: I = METAL ROD
 NC0841_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NC0841_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NC0841_STAMPING: A 415 1983
 NC0841_MARK LOGO: NGS   
 NC0841_PROJECTION: FLUSH
 NC0841_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NC0841+STABILITY: POSITION/ELEVATION WELL
 NC0841_ROD/PIPE-DEPTH: 6.7  meters
 NC0841_SLEEVE-DEPTH  : 4.6 meters
 NC0841
 NC0841  HISTORY     - Date     Condition        Report By
 NC0841  HISTORY     - 1983     MONUMENTED       NGS
 NC0841
 NC0841                          STATION DESCRIPTION
 NC0841
 NC0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NC0841'IN HARBORCREEK.
 NC0841'IN HARBORCREEK, IN THE NORTH ANGLE OF THE INTERSECTION OF U.S. HIGHWAY
 NC0841'20 AND BARLETT ROAD, ON THE PROPERTY AND NEAR THE SIGN OF THE
 NC0841'HARBORCREEK BRANCH OF THE NATIONAL BANK, 0.2 KM (0.1 MI) WEST OF THE
 NC0841'POST OFFICE IN HARBORCREEK, 15.54 METERS (51.0 FT) NORTHWEST OF THE
 NC0841'CENTERLINE OF THE HIGHWAY, 12.34 METERS (40.5 FT) NORTHEAST OF THE
 NC0841'CENTER OF THE ROAD, 14.32 METERS (47.0 FT) SOUTH OF THE SOUTH CORNER
 NC0841'OF THE BANK, 2.70 METERS (8.8 FT) WEST OF THE SOUTH CORNER OF THE
 NC0841'CONCRETE BASE OF THE BANK SIGN.
 NC0841'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1047 ***********************************************************************
 JW1047  DESIGNATION -  A 416
 JW1047  PID         -  JW1047
 JW1047  STATE/COUNTY-  PA/FAYETTE
 JW1047  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW1047
 JW1047                         *CURRENT SURVEY CONTROL
 JW1047  ___________________________________________________________________
 JW1047* NAD 83(1986)-  39 44 39.     (N)    079 54 02.     (W)     SCALED    
 JW1047* NAVD 88     -       252.484  (meters)     828.36   (feet)  ADJUSTED  
 JW1047  ___________________________________________________________________
 JW1047  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JW1047  DYNAMIC HT  -         252.339 (meters)     827.88  (feet)  COMP
 JW1047  MODELED GRAV-     980,045.9   (mgal)                       NAVD 88
 JW1047
 JW1047  VERT ORDER  -  FIRST     CLASS II
 JW1047
 JW1047.The horizontal coordinates were scaled from a topographic map and have
 JW1047.an estimated accuracy of +/- 6 seconds.
 JW1047
 JW1047.The orthometric height was determined by differential leveling
 JW1047.and adjusted by the National Geodetic Survey in June 1991..
 JW1047
 JW1047.The geoid height was determined by GEOID03.
 JW1047
 JW1047.The dynamic height is computed by dividing the NAVD 88
 JW1047.geopotential number by the normal gravity value computed on the
 JW1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1047.degrees latitude (g = 980.6199 gals.).
 JW1047
 JW1047.The modeled gravity was interpolated from observed gravity values.
 JW1047
 JW1047;                    North         East    Units  Estimated Accuracy
 JW1047;SPC PA S     -    47,860.      415,680.      MT  (+/- 180 meters Scaled)
 JW1047
 JW1047                          SUPERSEDED SURVEY CONTROL
 JW1047
 JW1047.No superseded survey control is available for this station.
 JW1047
 JW1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND941999(NAD 83)
 JW1047_MARKER: DB = BENCH MARK DISK
 JW1047_SETTING: 66 = SET IN ROCK OUTCROP
 JW1047_SP_SET: ROCK OUTCROP
 JW1047_STAMPING: A 416 1983
 JW1047_MARK LOGO: NGS   
 JW1047_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1047+STABILITY: POSITION/ELEVATION WELL
 JW1047
 JW1047  HISTORY     - Date     Condition        Report By
 JW1047  HISTORY     - 1983     MONUMENTED       NGS
 JW1047  HISTORY     - 20010217 GOOD             PADT
 JW1047
 JW1047                          STATION DESCRIPTION
 JW1047
 JW1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1047'0.6 KM (0.4 MI) NORTH FROM POINT MARION.
 JW1047'0.6 KM (0.4 MI) NORTH ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE IN
 JW1047'POINT MARION TO THE MARK ON THE RIGHT, JUST AS THE HIGHWAY STARTS UP A
 JW1047'STEEP HILL, SET IN A ROCK LEDGE THAT FOLLOWS A WET WEATHER STREAM BED,
 JW1047'14.02 METERS (46.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 JW1047'10.36 METERS (34.0 FT) NORTH OF A UTILITY BRACE POLE.
 JW1047'THE MARK IS 1.0 M ABOVE HIGHWAY.
 JW1047
 JW1047                          STATION RECOVERY (2001)
 JW1047
 JW1047'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (EPW)
 JW1047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1937 ***********************************************************************
 KX1937  DESIGNATION -  A 417
 KX1937  PID         -  KX1937
 KX1937  STATE/COUNTY-  PA/ALLEGHENY
 KX1937  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1937
 KX1937                         *CURRENT SURVEY CONTROL
 KX1937  ___________________________________________________________________
 KX1937* NAD 83(1986)-  40 24 29.     (N)    079 52 39.     (W)     SCALED    
 KX1937* NAVD 88     -       230.331  (meters)     755.68   (feet)  ADJUSTED  
 KX1937  ___________________________________________________________________
 KX1937  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 KX1937  DYNAMIC HT  -         230.212 (meters)     755.29  (feet)  COMP
 KX1937  MODELED GRAV-     980,102.7   (mgal)                       NAVD 88
 KX1937
 KX1937  VERT ORDER  -  FIRST     CLASS II
 KX1937
 KX1937.The horizontal coordinates were scaled from a topographic map and have
 KX1937.an estimated accuracy of +/- 6 seconds.
 KX1937
 KX1937.The orthometric height was determined by differential leveling
 KX1937.and adjusted by the National Geodetic Survey in June 1991..
 KX1937
 KX1937.The geoid height was determined by GEOID03.
 KX1937
 KX1937.The dynamic height is computed by dividing the NAVD 88
 KX1937.geopotential number by the normal gravity value computed on the
 KX1937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1937.degrees latitude (g = 980.6199 gals.).
 KX1937
 KX1937.The modeled gravity was interpolated from observed gravity values.
 KX1937
 KX1937;                    North         East    Units  Estimated Accuracy
 KX1937;SPC PA S     -   121,510.      419,440.      MT  (+/- 180 meters Scaled)
 KX1937
 KX1937                          SUPERSEDED SURVEY CONTROL
 KX1937
 KX1937.No superseded survey control is available for this station.
 KX1937
 KX1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE952736(NAD 83)
 KX1937_MARKER: DB = BENCH MARK DISK
 KX1937_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KX1937_SP_SET: PIER
 KX1937_STAMPING: A 417 1983
 KX1937_MARK LOGO: NGS   
 KX1937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1937_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KX1937+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 KX1937
 KX1937  HISTORY     - Date     Condition        Report By
 KX1937  HISTORY     - 1983     MONUMENTED       NGS
 KX1937  HISTORY     - 20060405 GOOD             PADT
 KX1937
 KX1937                          STATION DESCRIPTION
 KX1937
 KX1937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KX1937'IN RANKIN.
 KX1937'IN RANKIN, IN TOP OF THE EAST CORNER OF THE BASE OF THE SOUTHEAST PIER
 KX1937'OF THE FIRST SET OF PIERS SOUTHWEST OF THE NORTHEAST ABUTMENT OF THE
 KX1937'RANKIN BRIDGE OVER THE MONONGAHELA RIVER, 25.39 METERS (83.3 FT)
 KX1937'SOUTHWEST OF THE SOUTHWEST RAIL OF THE BALTIMORE AND OHIO RAILROAD,
 KX1937'8.84 METERS (29.0 FT) SOUTHWEST OF THE SOUTHWEST CURB OF A NORTHWEST
 KX1937'AND SOUTHEAST ROAD UNDER THE BRIDGE.
 KX1937'THE MARK IS 0.8 M ABOVE GROUND.
 KX1937
 KX1937                          STATION RECOVERY (2006)
 KX1937
 KX1937'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (JW)
 KX1937'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1929 ***********************************************************************
 KX1929  DESIGNATION -  A 419
 KX1929  PID         -  KX1929
 KX1929  STATE/COUNTY-  PA/WASHINGTON
 KX1929  USGS QUAD   -  MONONGAHELA (1993)
 KX1929
 KX1929                         *CURRENT SURVEY CONTROL
 KX1929  ___________________________________________________________________
 KX1929* NAD 83(1986)-  40 14 51.     (N)    079 55 57.     (W)     SCALED    
 KX1929* NAVD 88     -       252.280  (meters)     827.69   (feet)  ADJUSTED  
 KX1929  ___________________________________________________________________
 KX1929  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KX1929  DYNAMIC HT  -         252.147 (meters)     827.25  (feet)  COMP
 KX1929  MODELED GRAV-     980,092.7   (mgal)                       NAVD 88
 KX1929
 KX1929  VERT ORDER  -  FIRST     CLASS II
 KX1929
 KX1929.The horizontal coordinates were scaled from a topographic map and have
 KX1929.an estimated accuracy of +/- 6 seconds.
 KX1929
 KX1929.The orthometric height was determined by differential leveling
 KX1929.and adjusted by the National Geodetic Survey in June 1991..
 KX1929
 KX1929.The geoid height was determined by GEOID03.
 KX1929
 KX1929.The dynamic height is computed by dividing the NAVD 88
 KX1929.geopotential number by the normal gravity value computed on the
 KX1929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1929.degrees latitude (g = 980.6199 gals.).
 KX1929
 KX1929.The modeled gravity was interpolated from observed gravity values.
 KX1929
 KX1929;                    North         East    Units  Estimated Accuracy
 KX1929;SPC PA S     -   103,800.      414,330.      MT  (+/- 180 meters Scaled)
 KX1929
 KX1929                          SUPERSEDED SURVEY CONTROL
 KX1929
 KX1929.No superseded survey control is available for this station.
 KX1929
 KX1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE907557(NAD 83)
 KX1929_MARKER: DV = VERTICAL CONTROL DISK
 KX1929_SETTING: 66 = SET IN ROCK OUTCROP
 KX1929_SP_SET: BEDROCK
 KX1929_STAMPING: A 419 1983
 KX1929_MARK LOGO: NGS   
 KX1929_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX1929_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX1929+STABILITY: POSITION/ELEVATION WELL
 KX1929
 KX1929  HISTORY     - Date     Condition        Report By
 KX1929  HISTORY     - 1983     MONUMENTED       NGS
 KX1929  HISTORY     - 19921114 GOOD             NGS
 KX1929
 KX1929                          STATION DESCRIPTION
 KX1929
 KX1929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KX1929'7.2 KM (4.5 MI) SOUTH FROM CLAIRTON.
 KX1929'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 KX1929'7.2 KM (4.5 MI) SOUTH ALONG STATE HIGHWAY 837 FROM THE JUNCTION OF ST.
 KX1929'CLAIR AVENUE IN CLAIRTON TO THE MARK ON THE LEFT, SET VERTICALLY, IN
 KX1929'THE CENTER OF A SMALL ROCK CUT, 6.10 METERS (20.0 FT) SOUTHEAST OF THE
 KX1929'CENTERLINE OF THE HIGHWAY, 9.48 METERS (31.1 FT) SOUTHWEST OF UTILITY
 KX1929'POLE 718.
 KX1929
 KX1929                          STATION RECOVERY (1992)
 KX1929
 KX1929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 KX1929'9.8 KM (6.10 MI) NORTHERLY ALONG STATE HIGHWAY 837 FROM THE CITY HALL
 KX1929'IN MONONGAHELA, NEAR THE CENTER OF AN EXPOSED AREA OF BEDROCK IN A
 KX1929'HIGHWAY CUT, 9.5 M (31.2 FT) SOUTHWEST OF UTILITY POLE NUMBER 718,
 KX1929'6.1 M (20.0 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, AND 1.2 M
 KX1929'(3.9 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0300 ***********************************************************************
 KW0300  DESIGNATION -  A 42
 KW0300  PID         -  KW0300
 KW0300  STATE/COUNTY-  PA/SCHUYLKILL
 KW0300  USGS QUAD   -  SHENANDOAH (1977)
 KW0300
 KW0300                         *CURRENT SURVEY CONTROL
 KW0300  ___________________________________________________________________
 KW0300* NAD 83(1986)-  40 47 55.     (N)    076 11 29.     (W)     SCALED    
 KW0300* NAVD 88     -       360.821  (meters)    1183.79   (feet)  ADJUSTED  
 KW0300  ___________________________________________________________________
 KW0300  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KW0300  DYNAMIC HT  -         360.638 (meters)    1183.19  (feet)  COMP
 KW0300  MODELED GRAV-     980,108.6   (mgal)                       NAVD 88
 KW0300
 KW0300  VERT ORDER  -  SECOND    CLASS 0
 KW0300
 KW0300.The horizontal coordinates were scaled from a topographic map and have
 KW0300.an estimated accuracy of +/- 6 seconds.
 KW0300
 KW0300.The orthometric height was determined by differential leveling
 KW0300.and adjusted by the National Geodetic Survey in June 1991..
 KW0300
 KW0300.The geoid height was determined by GEOID03.
 KW0300
 KW0300.The dynamic height is computed by dividing the NAVD 88
 KW0300.geopotential number by the normal gravity value computed on the
 KW0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0300.degrees latitude (g = 980.6199 gals.).
 KW0300
 KW0300.The modeled gravity was interpolated from observed gravity values.
 KW0300
 KW0300;                    North         East    Units  Estimated Accuracy
 KW0300;SPC PA S     -   163,860.      731,520.      MT  (+/- 180 meters Scaled)
 KW0300
 KW0300                          SUPERSEDED SURVEY CONTROL
 KW0300
 KW0300  NGVD 29 (??/??/??)  361.024  (m)         1184.46   (f) ADJUSTED    2 0
 KW0300
 KW0300.Superseded values are not recommended for survey control.
 KW0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0300.See file dsdata.txt to determine how the superseded data were derived.
 KW0300
 KW0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL994170(NAD 83)
 KW0300_MARKER: DB = BENCH MARK DISK
 KW0300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0300_SP_SET: BRIDGE
 KW0300_STAMPING: A 42 1934
 KW0300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0300
 KW0300  HISTORY     - Date     Condition        Report By
 KW0300  HISTORY     - 1934     MONUMENTED       CGS
 KW0300  HISTORY     - 1954     MARK NOT FOUND   CGS
 KW0300
 KW0300                          STATION DESCRIPTION
 KW0300
 KW0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0300'0.3 MI S FROM BEAR RUN JUNCTION.
 KW0300'0.3 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM BEAR
 KW0300'RUN JUNCTION, SCHUYLKILL COUNTY, AT BRIDGE 2/33, IN THE EAST
 KW0300'END OF THE SOUTH ABUTMENT, 5 FEET EAST OF THE CENTER LINE OF THE
 KW0300'TRACK, AND 4.5 FEET LOWER THAN THE TOP OF THE RAIL.  A
 KW0300'STANDARD DISK, STAMPED A 42 1934.
 KW0300
 KW0300                          STATION RECOVERY (1954)
 KW0300
 KW0300'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 KW0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY2981 ***********************************************************************
 KY2981  DESIGNATION -  A 420
 KY2981  PID         -  KY2981
 KY2981  STATE/COUNTY-  PA/BEAVER
 KY2981  USGS QUAD   -  BEAVER FALLS (1990)
 KY2981
 KY2981                         *CURRENT SURVEY CONTROL
 KY2981  ___________________________________________________________________
 KY2981* NAD 83(1986)-  40 49 07.     (N)    080 19 33.     (W)     SCALED    
 KY2981* NAVD 88     -       301.566  (meters)     989.39   (feet)  ADJUSTED  
 KY2981  ___________________________________________________________________
 KY2981  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KY2981  DYNAMIC HT  -         301.414 (meters)     988.89  (feet)  COMP
 KY2981  MODELED GRAV-     980,114.0   (mgal)                       NAVD 88
 KY2981
 KY2981  VERT ORDER  -  FIRST     CLASS II
 KY2981
 KY2981.The horizontal coordinates were scaled from a topographic map and have
 KY2981.an estimated accuracy of +/- 6 seconds.
 KY2981
 KY2981.The orthometric height was determined by differential leveling
 KY2981.and adjusted by the National Geodetic Survey in June 1991..
 KY2981
 KY2981.The geoid height was determined by GEOID03.
 KY2981
 KY2981.The dynamic height is computed by dividing the NAVD 88
 KY2981.geopotential number by the normal gravity value computed on the
 KY2981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2981.degrees latitude (g = 980.6199 gals.).
 KY2981
 KY2981.The modeled gravity was interpolated from observed gravity values.
 KY2981
 KY2981;                    North         East    Units  Estimated Accuracy
 KY2981;SPC PA S     -   168,090.      382,720.      MT  (+/- 180 meters Scaled)
 KY2981
 KY2981                          SUPERSEDED SURVEY CONTROL
 KY2981
 KY2981  NGVD 29 (06/03/92)  301.690  (m)          989.79   (f) ADJUSTED    1 2
 KY2981
 KY2981.Superseded values are not recommended for survey control.
 KY2981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2981.See file dsdata.txt to determine how the superseded data were derived.
 KY2981
 KY2981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF568188(NAD 83)
 KY2981_MARKER: I = METAL ROD
 KY2981_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KY2981_SP_SET: STAINLESS STEEL ROD
 KY2981_STAMPING: A 420 1984
 KY2981_MARK LOGO: NGS   
 KY2981_PROJECTION: FLUSH
 KY2981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY2981_ROD/PIPE-DEPTH: 7.3  meters
 KY2981
 KY2981  HISTORY     - Date     Condition        Report By
 KY2981  HISTORY     - 1984     MONUMENTED       NGS
 KY2981
 KY2981                          STATION DESCRIPTION
 KY2981
 KY2981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KY2981'0.5 KM (0.35 MI) NE FROM HOMEWOOD.
 KY2981'0.5 KM (0.35 MI) NORTHEAST ALONG NORWOOD DRIVE FROM THE BRIDGE OVER
 KY2981'THE RAILROAD IN HOMEWOOD TO THE MARK ON THE RIGHT, AT A ROAD FORK,
 KY2981'8.3 METERS (27.5 FT) EAST OF THE CENTER OF THE RIGHT FORK OF THE ROAD,
 KY2981'0.30 METER (1.0 FT) WEST OF A GUY POLE WITH FOUR GUY WIRES.
 KY2981'THE MARK IS 0.30 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ8814 ***********************************************************************
 AJ8814  DESIGNATION -  A 421
 AJ8814  PID         -  AJ8814
 AJ8814  STATE/COUNTY-  PA/CENTRE
 AJ8814  USGS QUAD   -  PHILIPSBURG (1994)
 AJ8814
 AJ8814                         *CURRENT SURVEY CONTROL
 AJ8814  ___________________________________________________________________
 AJ8814* NAD 83(1986)-  40 53 31.     (N)    078 11 36.     (W)     SCALED    
 AJ8814* NAVD 88     -       534.536  (meters)    1753.72   (feet)  ADJUSTED  
 AJ8814  ___________________________________________________________________
 AJ8814  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 AJ8814  DYNAMIC HT  -         534.260 (meters)    1752.82  (feet)  COMP
 AJ8814  MODELED GRAV-     980,091.5   (mgal)                       NAVD 88
 AJ8814
 AJ8814  VERT ORDER  -  FIRST     CLASS II
 AJ8814
 AJ8814.The horizontal coordinates were scaled from a topographic map and have
 AJ8814.an estimated accuracy of +/- 6 seconds.
 AJ8814
 AJ8814.The orthometric height was determined by differential leveling
 AJ8814.and adjusted by the National Geodetic Survey in July 2002..
 AJ8814.No vertical observational check was made to the station.
 AJ8814
 AJ8814.The geoid height was determined by GEOID03.
 AJ8814
 AJ8814.The dynamic height is computed by dividing the NAVD 88
 AJ8814.geopotential number by the normal gravity value computed on the
 AJ8814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8814.degrees latitude (g = 980.6199 gals.).
 AJ8814
 AJ8814.The modeled gravity was interpolated from observed gravity values.
 AJ8814
 AJ8814;                    North         East    Units  Estimated Accuracy
 AJ8814;SPC PA N     -    80,640.      562,640.      MT  (+/- 180 meters Scaled)
 AJ8814
 AJ8814                          SUPERSEDED SURVEY CONTROL
 AJ8814
 AJ8814.No superseded survey control is available for this station.
 AJ8814
 AJ8814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF364305(NAD 83)
 AJ8814_MARKER: F = FLANGE-ENCASED ROD
 AJ8814_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ8814_STAMPING: A 421 2002
 AJ8814_MARK LOGO: NGS   
 AJ8814_PROJECTION: RECESSED 2 CENTIMETERS
 AJ8814_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ8814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8814+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2002
 AJ8814_ROD/PIPE-DEPTH: 3.6  meters
 AJ8814_SLEEVE-DEPTH  : 0.9 meters
 AJ8814
 AJ8814  HISTORY     - Date     Condition        Report By
 AJ8814  HISTORY     - 20020306 MONUMENTED       NGS
 AJ8814
 AJ8814                          STATION DESCRIPTION
 AJ8814
 AJ8814'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 AJ8814'1.75 MI SOUTHEASTERLY ALONG U.S. HIGHWAY 322 (PRESQUEISLE STREET) FROM
 AJ8814'THE PHILIPSBURG
 AJ8814'BOROUGH OFFICE BUILDING AT 4 NORTH CENTRE STREET IN PHILIPSBURG,  SET
 AJ8814'ON TOP OF AND
 AJ8814'NEAR THE CENTER OF A BERM BY A TRUCK BRAKE CHECK PULL OUT, 115.8 FT
 AJ8814'SOUTHEAST OF A METAL
 AJ8814'LIGHT POLE, 109.6 FT NORTHWEST OF A METAL LIGHT POLE, 53.5 FT
 AJ8814'NORTHEAST OF THE CENTER OF
 AJ8814'THE HIGHWAY, 5.0 FT ABOVE THE LEVEL OF THE HIGHWAY,  AND 2.0 FT
 AJ8814'NORTHEAST OF A  WITNESS
 AJ8814'POST.  NOTE--ACCESS TO THE DATUM POINT IS  THR0UGH  A 5-INCH LOGO CAP.
 AJ8814'THE MARK IS ON
 AJ8814'PROPERTY OWNED BY MOSHANNON VALLEY ENTERPRISE, 200 SHADY LANE,
 AJ8814'PHILIPSBURG, PA 16866,
 AJ8814'PHONE  (814) 342-5131.
 AJ8814' 
 AJ8814'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1551 ***********************************************************************
 KW1551  DESIGNATION -  A 43
 KW1551  PID         -  KW1551
 KW1551  STATE/COUNTY-  PA/MONTOUR
 KW1551  USGS QUAD   -  RIVERSIDE (1984)
 KW1551
 KW1551                         *CURRENT SURVEY CONTROL
 KW1551  ___________________________________________________________________
 KW1551* NAD 83(1986)-  40 57 58.     (N)    076 37 29.     (W)     SCALED    
 KW1551* NAVD 88     -       138.812  (meters)     455.42   (feet)  ADJUSTED  
 KW1551  ___________________________________________________________________
 KW1551  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KW1551  DYNAMIC HT  -         138.752 (meters)     455.22  (feet)  COMP
 KW1551  MODELED GRAV-     980,188.0   (mgal)                       NAVD 88
 KW1551
 KW1551  VERT ORDER  -  SECOND    CLASS 0
 KW1551
 KW1551.The horizontal coordinates were scaled from a topographic map and have
 KW1551.an estimated accuracy of +/- 6 seconds.
 KW1551
 KW1551.The orthometric height was determined by differential leveling
 KW1551.and adjusted by the National Geodetic Survey in June 1991..
 KW1551
 KW1551.The geoid height was determined by GEOID03.
 KW1551
 KW1551.The dynamic height is computed by dividing the NAVD 88
 KW1551.geopotential number by the normal gravity value computed on the
 KW1551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1551.degrees latitude (g = 980.6199 gals.).
 KW1551
 KW1551.The modeled gravity was interpolated from observed gravity values.
 KW1551
 KW1551;                    North         East    Units  Estimated Accuracy
 KW1551;SPC PA N     -    89,400.      694,720.      MT  (+/- 180 meters Scaled)
 KW1551
 KW1551                          SUPERSEDED SURVEY CONTROL
 KW1551
 KW1551  NGVD 29 (??/??/??)  139.042  (m)          456.17   (f) ADJUSTED    2 0
 KW1551
 KW1551.Superseded values are not recommended for survey control.
 KW1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1551.See file dsdata.txt to determine how the superseded data were derived.
 KW1551
 KW1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL632362(NAD 83)
 KW1551_MARKER: DB = BENCH MARK DISK
 KW1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1551_STAMPING: A 43 1934
 KW1551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1551+STABILITY: SURFACE MOTION
 KW1551
 KW1551  HISTORY     - Date     Condition        Report By
 KW1551  HISTORY     - 1934     MONUMENTED       CGS
 KW1551
 KW1551                          STATION DESCRIPTION
 KW1551
 KW1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1551'AT DANVILLE.
 KW1551'AT DANVILLE ON DL AND W R.R., 1800 FT WEST OF MILE POST 202, 150
 KW1551'FT EAST OF SIGNAL TOWER N 2025, 120 FT SOUTH OF CENTERLINE OF
 KW1551'HIGHWAY 11, 75 FT SOUTH OF CENTERLINE OF TRACK, LEVEL WITH TOP OF
 KW1551'RAIL, A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1552 ***********************************************************************
 KW1552  DESIGNATION -  A 43 RESET 1955
 KW1552  PID         -  KW1552
 KW1552  STATE/COUNTY-  PA/MONTOUR
 KW1552  USGS QUAD   -  RIVERSIDE (1984)
 KW1552
 KW1552                         *CURRENT SURVEY CONTROL
 KW1552  ___________________________________________________________________
 KW1552* NAD 83(1986)-  40 57 58.     (N)    076 37 29.     (W)     SCALED    
 KW1552* NAVD 88     -       138.86   (meters)     455.6    (feet)  RESET     
 KW1552  ___________________________________________________________________
 KW1552  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KW1552
 KW1552  VERT ORDER  -  THIRD
 KW1552
 KW1552.The horizontal coordinates were scaled from a topographic map and have
 KW1552.an estimated accuracy of +/- 6 seconds.
 KW1552
 KW1552.The orthometric height was computed from unverified reset data.
 KW1552
 KW1552.The geoid height was determined by GEOID03.
 KW1552
 KW1552;                    North         East    Units  Estimated Accuracy
 KW1552;SPC PA N     -    89,400.      694,720.      MT  (+/- 180 meters Scaled)
 KW1552
 KW1552                          SUPERSEDED SURVEY CONTROL
 KW1552
 KW1552  NGVD 29 (??/??/??)  139.09   (m)          456.3    (f) RESET       3  
 KW1552
 KW1552.Superseded values are not recommended for survey control.
 KW1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1552.See file dsdata.txt to determine how the superseded data were derived.
 KW1552
 KW1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL632362(NAD 83)
 KW1552_MARKER: DB = BENCH MARK DISK
 KW1552_SETTING: 0 = UNSPECIFIED SETTING
 KW1552_STAMPING: A 43 1934 RESET 1955
 KW1552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1552
 KW1552  HISTORY     - Date     Condition        Report By
 KW1552  HISTORY     - 1955     MONUMENTED       PADH
 KW1552  HISTORY     - 1968     GOOD             USGS
 KW1552
 KW1552                          STATION DESCRIPTION
 KW1552
 KW1552'DESCRIBED BY PA DEPT OF HIGHWAYS 1955
 KW1552'AT DANVILLE.
 KW1552'AT DANVILLE, MONTOUR COUNTY, ON THE ERIE-LACKAWANNA RAILROAD,
 KW1552'2,500 FEET WEST OF MILEPOST 202, 150 FEET WEST OF SIGNAL TOWER
 KW1552'W 2023, 120 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 11, AND
 KW1552'40 FEET SOUTH OF THE CENTERLINE OF THE TRACK.
 KW1552
 KW1552                          STATION RECOVERY (1968)
 KW1552
 KW1552'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KW1552'NOTE--THE SIGNAL TOWER IN THE OLD DESCRIPTION IS GONE, AND THE
 KW1552'OTHER REFERENCE MEASUREMENTS WERE NOT CORRECT.
 KW1552'487 FT. (STADIA DISTANCE) W OF CL RR AT A SECONDARY ROAD CROSSING;
 KW1552'175 FT SW OF POWER POLE NO. 56953; 130 FT W ALONG TRACKS FROM A NE
 KW1552'WOODS CORNER; 120 FT S OF CL US HIGHWAY 11; 23 FT S OF S RAIL; 1
 KW1552'FT. N OF METAL WITNESS SIGN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0130 ***********************************************************************
 KW0130  DESIGNATION -  A 44
 KW0130  PID         -  KW0130
 KW0130  STATE/COUNTY-  PA/SCHUYLKILL
 KW0130  USGS QUAD   -  SWATARA HILL (1983)
 KW0130
 KW0130                         *CURRENT SURVEY CONTROL
 KW0130  ___________________________________________________________________
 KW0130* NAD 83(1986)-  40 32 09.     (N)    076 21 12.     (W)     SCALED    
 KW0130* NAVD 88     -       166.767  (meters)     547.13   (feet)  ADJUSTED  
 KW0130  ___________________________________________________________________
 KW0130  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 KW0130  DYNAMIC HT  -         166.681 (meters)     546.85  (feet)  COMP
 KW0130  MODELED GRAV-     980,106.3   (mgal)                       NAVD 88
 KW0130
 KW0130  VERT ORDER  -  SECOND    CLASS 0
 KW0130
 KW0130.The horizontal coordinates were scaled from a topographic map and have
 KW0130.an estimated accuracy of +/- 6 seconds.
 KW0130
 KW0130.The orthometric height was determined by differential leveling
 KW0130.and adjusted by the National Geodetic Survey in June 1991..
 KW0130
 KW0130.The geoid height was determined by GEOID03.
 KW0130
 KW0130.The dynamic height is computed by dividing the NAVD 88
 KW0130.geopotential number by the normal gravity value computed on the
 KW0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0130.degrees latitude (g = 980.6199 gals.).
 KW0130
 KW0130.The modeled gravity was interpolated from observed gravity values.
 KW0130
 KW0130;                    North         East    Units  Estimated Accuracy
 KW0130;SPC PA S     -   134,460.      718,320.      MT  (+/- 180 meters Scaled)
 KW0130
 KW0130                          SUPERSEDED SURVEY CONTROL
 KW0130
 KW0130  NGVD 29 (??/??/??)  166.969  (m)          547.80   (f) ADJUSTED    2 0
 KW0130
 KW0130.Superseded values are not recommended for survey control.
 KW0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0130.See file dsdata.txt to determine how the superseded data were derived.
 KW0130
 KW0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK853881(NAD 83)
 KW0130_MARKER: DB = BENCH MARK DISK
 KW0130_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0130_SP_SET: ABUTMENT
 KW0130_STAMPING: A 44 1934
 KW0130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0130
 KW0130  HISTORY     - Date     Condition        Report By
 KW0130  HISTORY     - 1934     MONUMENTED       CGS
 KW0130
 KW0130                          STATION DESCRIPTION
 KW0130
 KW0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0130'2.2 MI E FROM PINE GROVE.
 KW0130'2.2 MILES EAST ALONG THE ABANDONED READING RAILWAY FROM PINE
 KW0130'GROVE, SCHUYLKILL COUNTY, AT STANHOPE, AT BRIDGE 15/15 IN THE
 KW0130'NORTH END OF THE WEST ABUTMENT, 10 FEET NORTH OF THE CENTERLINE
 KW0130'OF THE TRACK, AND ABOUT 3 FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0206 ***********************************************************************
 KW0206  DESIGNATION -  A 46
 KW0206  PID         -  KW0206
 KW0206  STATE/COUNTY-  PA/SCHUYLKILL
 KW0206  USGS QUAD   -  PINE GROVE (1977)
 KW0206
 KW0206                         *CURRENT SURVEY CONTROL
 KW0206  ___________________________________________________________________
 KW0206* NAD 83(1986)-  40 31 57.     (N)    076 24 46.     (W)     SCALED    
 KW0206* NAVD 88     -       154.112  (meters)     505.62   (feet)  ADJUSTED  
 KW0206  ___________________________________________________________________
 KW0206  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KW0206  DYNAMIC HT  -         154.037 (meters)     505.37  (feet)  COMP
 KW0206  MODELED GRAV-     980,131.5   (mgal)                       NAVD 88
 KW0206
 KW0206  VERT ORDER  -  SECOND    CLASS 0
 KW0206
 KW0206.The horizontal coordinates were scaled from a topographic map and have
 KW0206.an estimated accuracy of +/- 6 seconds.
 KW0206
 KW0206.The orthometric height was determined by differential leveling
 KW0206.and adjusted by the National Geodetic Survey in June 1991..
 KW0206
 KW0206.The geoid height was determined by GEOID03.
 KW0206
 KW0206.The dynamic height is computed by dividing the NAVD 88
 KW0206.geopotential number by the normal gravity value computed on the
 KW0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0206.degrees latitude (g = 980.6199 gals.).
 KW0206
 KW0206.The modeled gravity was interpolated from observed gravity values.
 KW0206
 KW0206;                    North         East    Units  Estimated Accuracy
 KW0206;SPC PA S     -   134,010.      713,290.      MT  (+/- 180 meters Scaled)
 KW0206
 KW0206                          SUPERSEDED SURVEY CONTROL
 KW0206
 KW0206  NGVD 29 (??/??/??)  154.319  (m)          506.29   (f) ADJUSTED    2 0
 KW0206
 KW0206.Superseded values are not recommended for survey control.
 KW0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0206.See file dsdata.txt to determine how the superseded data were derived.
 KW0206
 KW0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK803878(NAD 83)
 KW0206_MARKER: DB = BENCH MARK DISK
 KW0206_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0206_SP_SET: BRIDGE
 KW0206_STAMPING: A 46 1934
 KW0206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0206+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 KW0206
 KW0206  HISTORY     - Date     Condition        Report By
 KW0206  HISTORY     - 1934     MONUMENTED       CGS
 KW0206  HISTORY     - 1942     GOOD             CGS
 KW0206  HISTORY     - 1967     GOOD             CGS
 KW0206  HISTORY     - 20060429 GOOD             GEOCAC
 KW0206
 KW0206                          STATION DESCRIPTION
 KW0206
 KW0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0206'2.3 MI W FROM PINE GROVE.
 KW0206'2.3 MILES WEST ALONG THE READING RAILWAY FROM PINE GROVE, SCHUYLKILL
 KW0206'COUNTY, AT EXMOOR, AT BRIDGE 20/72, IN THE NORTHWEST WINGWALL,
 KW0206'9 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 6 INCHES LOWER
 KW0206'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED A 46 1934.
 KW0206
 KW0206                          STATION RECOVERY (1967)
 KW0206
 KW0206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KW0206'RECOVERED IN GOOD CONDITION.
 KW0206
 KW0206                          STATION RECOVERY (2006)
 KW0206
 KW0206'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0206'RAILROAD TRACKS HAVE BEEN REMOVED BUT ROADBED REMAINS.
 KW0206' 
 KW0206'TO REACH FROM I-81 AND STATE RTE 443 FOLLOW RTE 443 EAST FOR
 KW0206'APPROXIMATELY .9 MILE TO A FARM LANE RIGHT, TURN RIGHT ON FARM LANE,
 KW0206'FOLLOW THE FARM LANE SOUTH FOR APPROXIMATELY 1000 FEET PAST HOUSE, TO
 KW0206'THE RAILBED. TURN RIGHT ON RAILBED. MARK IS ON BRIDGE 150 FEET WEST ON
 KW0206'RAILBED.
 KW0206' 
 KW0206'HH2 N 40 31 57.1 W 076 24 46.5
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0124 ***********************************************************************
 LZ0124  DESIGNATION -  A 47
 LZ0124  PID         -  LZ0124
 LZ0124  STATE/COUNTY-  PA/COLUMBIA
 LZ0124  USGS QUAD   -  BERWICK (1989)
 LZ0124
 LZ0124                         *CURRENT SURVEY CONTROL
 LZ0124  ___________________________________________________________________
 LZ0124* NAD 83(1986)-  41 03 33.     (N)    076 14 14.     (W)     SCALED    
 LZ0124* NAVD 88     -       173.326  (meters)     568.65   (feet)  ADJUSTED  
 LZ0124  ___________________________________________________________________
 LZ0124  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 LZ0124  DYNAMIC HT  -         173.254 (meters)     568.42  (feet)  COMP
 LZ0124  MODELED GRAV-     980,206.3   (mgal)                       NAVD 88
 LZ0124
 LZ0124  VERT ORDER  -  SECOND    CLASS 0
 LZ0124
 LZ0124.The horizontal coordinates were scaled from a topographic map and have
 LZ0124.an estimated accuracy of +/- 6 seconds.
 LZ0124
 LZ0124.The orthometric height was determined by differential leveling
 LZ0124.and adjusted by the National Geodetic Survey in June 1991..
 LZ0124
 LZ0124.The geoid height was determined by GEOID03.
 LZ0124
 LZ0124.The dynamic height is computed by dividing the NAVD 88
 LZ0124.geopotential number by the normal gravity value computed on the
 LZ0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0124.degrees latitude (g = 980.6199 gals.).
 LZ0124
 LZ0124.The modeled gravity was interpolated from observed gravity values.
 LZ0124
 LZ0124;                    North         East    Units  Estimated Accuracy
 LZ0124;SPC PA N     -   100,230.      727,150.      MT  (+/- 180 meters Scaled)
 LZ0124
 LZ0124                          SUPERSEDED SURVEY CONTROL
 LZ0124
 LZ0124  NGVD 29 (??/??/92)  173.542  (m)          569.36   (f) ADJ UNCH    2 0
 LZ0124
 LZ0124.Superseded values are not recommended for survey control.
 LZ0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0124.See file dsdata.txt to determine how the superseded data were derived.
 LZ0124
 LZ0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL960460(NAD 83)
 LZ0124_MARKER: DB = BENCH MARK DISK
 LZ0124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0124_SP_SET: STEP PARAPET
 LZ0124_STAMPING: A 47 1934
 LZ0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0124
 LZ0124  HISTORY     - Date     Condition        Report By
 LZ0124  HISTORY     - 1934     MONUMENTED       CGS
 LZ0124
 LZ0124                          STATION DESCRIPTION
 LZ0124
 LZ0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0124'AT BERWICK.
 LZ0124'AT BERWICK, COLUMBIA COUNTY, AT THE POST OFFICE, 45 FEET SOUTH
 LZ0124'OF THE CENTERLINE OF MARKET STREET, 20 FEET EAST OF THE MAIN
 LZ0124'ENTRANCE, IN THE EAST STEP PARAPET, AND ABOUT 3 FEET HIGHER THAN
 LZ0124'THE STREET.  A STANDARD DISK, STAMPED A 47 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2768 ***********************************************************************
 KV2768  DESIGNATION -  A 48
 KV2768  PID         -  KV2768
 KV2768  STATE/COUNTY-  PA/CARBON
 KV2768  USGS QUAD   -  LEHIGHTON (1997)
 KV2768
 KV2768                         *CURRENT SURVEY CONTROL
 KV2768  ___________________________________________________________________
 KV2768* NAD 83(1986)-  40 51 59.     (N)    075 44 02.     (W)     SCALED    
 KV2768* NAVD 88     -       168.952  (meters)     554.30   (feet)  ADJUSTED  
 KV2768  ___________________________________________________________________
 KV2768  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KV2768  DYNAMIC HT  -         168.872 (meters)     554.04  (feet)  COMP
 KV2768  MODELED GRAV-     980,146.2   (mgal)                       NAVD 88
 KV2768
 KV2768  VERT ORDER  -  SECOND    CLASS 0
 KV2768
 KV2768.The horizontal coordinates were scaled from a topographic map and have
 KV2768.an estimated accuracy of +/- 6 seconds.
 KV2768
 KV2768.The orthometric height was determined by differential leveling
 KV2768.and adjusted by the National Geodetic Survey in June 1991..
 KV2768
 KV2768.The geoid height was determined by GEOID03.
 KV2768
 KV2768.The dynamic height is computed by dividing the NAVD 88
 KV2768.geopotential number by the normal gravity value computed on the
 KV2768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2768.degrees latitude (g = 980.6199 gals.).
 KV2768
 KV2768.The modeled gravity was interpolated from observed gravity values.
 KV2768
 KV2768;                    North         East    Units  Estimated Accuracy
 KV2768;SPC PA N     -    79,690.      769,950.      MT  (+/- 180 meters Scaled)
 KV2768
 KV2768                          SUPERSEDED SURVEY CONTROL
 KV2768
 KV2768  NGVD 29 (??/??/??)  169.162  (m)          554.99   (f) ADJUSTED    2 0
 KV2768
 KV2768.Superseded values are not recommended for survey control.
 KV2768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2768.See file dsdata.txt to determine how the superseded data were derived.
 KV2768
 KV2768_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL381241(NAD 83)
 KV2768_MARKER: DB = BENCH MARK DISK
 KV2768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2768_STAMPING: A 48 1934
 KV2768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2768+STABILITY: SURFACE MOTION
 KV2768
 KV2768  HISTORY     - Date     Condition        Report By
 KV2768  HISTORY     - 1934     MONUMENTED       CGS
 KV2768  HISTORY     - 1942     GOOD             CGS
 KV2768
 KV2768                          STATION DESCRIPTION
 KV2768
 KV2768'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2768'AT EAST MAUCH CHUNK.
 KV2768'AT EAST MAUCH CHUNK, CARBON COUNTY, ABOUT 120 FEET SOUTH OF THE
 KV2768'LEHIGH VALLEY RAILROAD STATION, AT THE SOUTH END OF THE CONCRETE
 KV2768'PLATFORM, IN A GRASS PLOT, 35 FEET EAST OF THE CENTER LINE OF
 KV2768'THE NORTH-BOUND TRACK, AND ABOUT LEVEL WITH THE TRACK.  A
 KV2768'STANDARD DISK, STAMPED A 48 1934 AND SET IN THE TOP OF A
 KV2768'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0224 ***********************************************************************
 LZ0224  DESIGNATION -  A 49
 LZ0224  PID         -  LZ0224
 LZ0224  STATE/COUNTY-  PA/SULLIVAN
 LZ0224  USGS QUAD   -  LAPORTE (1981)
 LZ0224
 LZ0224                         *CURRENT SURVEY CONTROL
 LZ0224  ___________________________________________________________________
 LZ0224* NAD 83(1986)-  41 27 08.     (N)    076 26 39.     (W)     SCALED    
 LZ0224* NAVD 88     -       473.553  (meters)    1553.65   (feet)  ADJUSTED  
 LZ0224  ___________________________________________________________________
 LZ0224  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 LZ0224  DYNAMIC HT  -         473.344 (meters)    1552.96  (feet)  COMP
 LZ0224  MODELED GRAV-     980,166.9   (mgal)                       NAVD 88
 LZ0224
 LZ0224  VERT ORDER  -  SECOND    CLASS 0
 LZ0224
 LZ0224.The horizontal coordinates were scaled from a topographic map and have
 LZ0224.an estimated accuracy of +/- 6 seconds.
 LZ0224
 LZ0224.The orthometric height was determined by differential leveling
 LZ0224.and adjusted by the National Geodetic Survey in June 1991..
 LZ0224
 LZ0224.The geoid height was determined by GEOID03.
 LZ0224
 LZ0224.The dynamic height is computed by dividing the NAVD 88
 LZ0224.geopotential number by the normal gravity value computed on the
 LZ0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0224.degrees latitude (g = 980.6199 gals.).
 LZ0224
 LZ0224.The modeled gravity was interpolated from observed gravity values.
 LZ0224
 LZ0224;                    North         East    Units  Estimated Accuracy
 LZ0224;SPC PA N     -   143,590.      709,100.      MT  (+/- 180 meters Scaled)
 LZ0224
 LZ0224                          SUPERSEDED SURVEY CONTROL
 LZ0224
 LZ0224  NGVD 29 (??/??/92)  473.716  (m)         1554.18   (f) ADJ UNCH    2 0
 LZ0224
 LZ0224.Superseded values are not recommended for survey control.
 LZ0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0224.See file dsdata.txt to determine how the superseded data were derived.
 LZ0224
 LZ0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL793899(NAD 83)
 LZ0224_MARKER: DB = BENCH MARK DISK
 LZ0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0224_STAMPING: A 49 1934
 LZ0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0224+STABILITY: SURFACE MOTION
 LZ0224
 LZ0224  HISTORY     - Date     Condition        Report By
 LZ0224  HISTORY     - 1934     MONUMENTED       CGS
 LZ0224
 LZ0224                          STATION DESCRIPTION
 LZ0224
 LZ0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0224'AT RINGDALE.
 LZ0224'AT RINGDALE, SULLIVAN COUNTY, 15 FEET NORTH OF THE NORTHWEST
 LZ0224'CORNER OF THE FRAME AND PLASTERBOARD MACHINE SHOP OF WILLIAM
 LZ0224'DILDINE, AND 7 FEET SOUTHWEST OF POWER-TRANSMISSION LINE POLE
 LZ0224'16 L-2 OF THE NORTH PENN POWER CO.  A STANDARD DISK, STAMPED A 49
 LZ0224'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 LZ0224'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0902 ***********************************************************************
 KW0902  DESIGNATION -  A 5
 KW0902  PID         -  KW0902
 KW0902  STATE/COUNTY-  PA/LANCASTER
 KW0902  USGS QUAD   -  YORK HAVEN (1990)
 KW0902
 KW0902                         *CURRENT SURVEY CONTROL
 KW0902  ___________________________________________________________________
 KW0902* NAD 83(1986)-  40 04 44.     (N)    076 39 43.     (W)     SCALED    
 KW0902* NAVD 88     -        83.882  (meters)     275.20   (feet)  ADJUSTED  
 KW0902  ___________________________________________________________________
 KW0902  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KW0902  DYNAMIC HT  -          83.838 (meters)     275.06  (feet)  COMP
 KW0902  MODELED GRAV-     980,104.7   (mgal)                       NAVD 88
 KW0902
 KW0902  VERT ORDER  -  FIRST     CLASS II
 KW0902
 KW0902.The horizontal coordinates were scaled from a topographic map and have
 KW0902.an estimated accuracy of +/- 6 seconds.
 KW0902
 KW0902.The orthometric height was determined by differential leveling
 KW0902.and adjusted by the National Geodetic Survey in June 1991..
 KW0902
 KW0902.The geoid height was determined by GEOID03.
 KW0902
 KW0902.The dynamic height is computed by dividing the NAVD 88
 KW0902.geopotential number by the normal gravity value computed on the
 KW0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0902.degrees latitude (g = 980.6199 gals.).
 KW0902
 KW0902.The modeled gravity was interpolated from observed gravity values.
 KW0902
 KW0902;                    North         East    Units  Estimated Accuracy
 KW0902;SPC PA S     -    83,350.      692,800.      MT  (+/- 180 meters Scaled)
 KW0902
 KW0902                          SUPERSEDED SURVEY CONTROL
 KW0902
 KW0902  NGVD 29 (??/??/??)   84.125  (m)          276.00   (f) ADJUSTED    1 2
 KW0902
 KW0902.Superseded values are not recommended for survey control.
 KW0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0902.See file dsdata.txt to determine how the superseded data were derived.
 KW0902
 KW0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK582378(NAD 83)
 KW0902_MARKER: DB = BENCH MARK DISK
 KW0902_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0902_SP_SET: BRIDGE
 KW0902_STAMPING: A 5 1955
 KW0902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0902_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0902+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2005
 KW0902
 KW0902  HISTORY     - Date     Condition        Report By
 KW0902  HISTORY     - 1955     MONUMENTED       CGS
 KW0902  HISTORY     - 1979     GOOD             NGS
 KW0902  HISTORY     - 20050109 GOOD             GEOCAC
 KW0902
 KW0902                          STATION DESCRIPTION
 KW0902
 KW0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KW0902'1.2 MI SE FROM BAINBRIDGE.
 KW0902'ABOUT 1.15 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW0902'THE STATION AT BAINBRIDGE, ABOUT 50 YARDS NORTHWEST OF STEEL
 KW0902'TROLLEY POLE NO. 89-80, IN THE TOP AND 7.2 FEET SOUTHEAST OF
 KW0902'NORTHWEST END OF THE SOUTHWEST CONCRETE HEAD WALL WITH PIPE
 KW0902'HAND RAIL OF A 50-FOOT CONCRETE BRIDGE OVER CONOY CREEK, 5 FEET
 KW0902'SOUTHWEST OF SOUTHWEST RAIL OF SOUTHWEST TRACK AND ABOUT 3/4 FEET
 KW0902'BELOW LEVEL OF TRACK.
 KW0902
 KW0902                          STATION RECOVERY (1979)
 KW0902
 KW0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW0902'NOTE, MARK IS NOW COVERED BY A STEEL RAILROAD RAILING.
 KW0902
 KW0902                          STATION RECOVERY (2005)
 KW0902
 KW0902'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0902'ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2867 ***********************************************************************
 KV2867  DESIGNATION -  A 50
 KV2867  PID         -  KV2867
 KV2867  STATE/COUNTY-  PA/SCHUYLKILL
 KV2867  USGS QUAD   -  HAZLETON (1995)
 KV2867
 KV2867                         *CURRENT SURVEY CONTROL
 KV2867  ___________________________________________________________________
 KV2867* NAD 83(1986)-  40 53 39.     (N)    075 59 42.     (W)     SCALED    
 KV2867* NAVD 88     -       550.998  (meters)    1807.73   (feet)  ADJUSTED  
 KV2867  ___________________________________________________________________
 KV2867  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KV2867  DYNAMIC HT  -         550.717 (meters)    1806.81  (feet)  COMP
 KV2867  MODELED GRAV-     980,096.0   (mgal)                       NAVD 88
 KV2867
 KV2867  VERT ORDER  -  SECOND    CLASS 0
 KV2867
 KV2867.The horizontal coordinates were scaled from a topographic map and have
 KV2867.an estimated accuracy of +/- 6 seconds.
 KV2867
 KV2867.The orthometric height was determined by differential leveling
 KV2867.and adjusted by the National Geodetic Survey in June 1991..
 KV2867
 KV2867.The geoid height was determined by GEOID03.
 KV2867
 KV2867.The dynamic height is computed by dividing the NAVD 88
 KV2867.geopotential number by the normal gravity value computed on the
 KV2867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2867.degrees latitude (g = 980.6199 gals.).
 KV2867
 KV2867.The modeled gravity was interpolated from observed gravity values.
 KV2867
 KV2867;                    North         East    Units  Estimated Accuracy
 KV2867;SPC PA S     -   174,780.      747,880.      MT  (+/- 180 meters Scaled)
 KV2867
 KV2867                          SUPERSEDED SURVEY CONTROL
 KV2867
 KV2867  NGVD 29 (??/??/??)  551.180  (m)         1808.33   (f) ADJUSTED    2 0
 KV2867
 KV2867.Superseded values are not recommended for survey control.
 KV2867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2867.See file dsdata.txt to determine how the superseded data were derived.
 KV2867
 KV2867_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL161274(NAD 83)
 KV2867_MARKER: DB = BENCH MARK DISK
 KV2867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2867_STAMPING: A 50 1934
 KV2867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2867+STABILITY: SURFACE MOTION
 KV2867
 KV2867  HISTORY     - Date     Condition        Report By
 KV2867  HISTORY     - 1934     MONUMENTED       CGS
 KV2867  HISTORY     - 19950701 MARK NOT FOUND   USGS
 KV2867
 KV2867                          STATION DESCRIPTION
 KV2867
 KV2867'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV2867'0.1 MI S FROM MC ADOO.
 KV2867'0.1 MILE SOUTH ALONG THE LEHIGH VALLEY RAILROAD FROM MC ADOO,
 KV2867'SCHUYLKILL COUNTY, ABOUT 360 FEET SOUTH OF MILEPOST 151, 45
 KV2867'FEET WEST OF A SECTION SHANTY, 30 FEET NORTH OF THE CENTER
 KV2867'LINE OF THE WEST-BOUND TRACK, AND ABOUT 1 FOOT HIGHER THAN THE
 KV2867'TOP OF THE RAIL.  A STANDARD DISK, STAMPED A 50 1934 AND SET
 KV2867'IN THE TOP OF A CONCRETE POST.
 KV2867
 KV2867                          STATION RECOVERY (1995)
 KV2867
 KV2867'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (DH)
 KV2867'NEW BUILDING COVERS THE DESCRIBED SITE, MAKING RECOVERY OF MARK
 KV2867'UNLIKELY.  SEARCHED 1/2 HOUR WITH PROBE AND SHOVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0044 ***********************************************************************
 LZ0044  DESIGNATION -  A 51
 LZ0044  PID         -  LZ0044
 LZ0044  STATE/COUNTY-  PA/BRADFORD
 LZ0044  USGS QUAD   -  MONROETON (1982)
 LZ0044
 LZ0044                         *CURRENT SURVEY CONTROL
 LZ0044  ___________________________________________________________________
 LZ0044* NAD 83(1986)-  41 40 36.     (N)    076 27 33.     (W)     SCALED    
 LZ0044* NAVD 88     -       269.939  (meters)     885.62   (feet)  ADJUSTED  
 LZ0044  ___________________________________________________________________
 LZ0044  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 LZ0044  DYNAMIC HT  -         269.827 (meters)     885.26  (feet)  COMP
 LZ0044  MODELED GRAV-     980,202.9   (mgal)                       NAVD 88
 LZ0044
 LZ0044  VERT ORDER  -  SECOND    CLASS 0
 LZ0044
 LZ0044.The horizontal coordinates were scaled from a topographic map and have
 LZ0044.an estimated accuracy of +/- 6 seconds.
 LZ0044
 LZ0044.The orthometric height was determined by differential leveling
 LZ0044.and adjusted by the National Geodetic Survey in June 1991..
 LZ0044
 LZ0044.The geoid height was determined by GEOID03.
 LZ0044
 LZ0044.The dynamic height is computed by dividing the NAVD 88
 LZ0044.geopotential number by the normal gravity value computed on the
 LZ0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0044.degrees latitude (g = 980.6199 gals.).
 LZ0044
 LZ0044.The modeled gravity was interpolated from observed gravity values.
 LZ0044
 LZ0044;                    North         East    Units  Estimated Accuracy
 LZ0044;SPC PA N     -   168,490.      707,480.      MT  (+/- 180 meters Scaled)
 LZ0044
 LZ0044                          SUPERSEDED SURVEY CONTROL
 LZ0044
 LZ0044  NGVD 29 (??/??/92)  270.124  (m)          886.23   (f) ADJ UNCH    2 0
 LZ0044
 LZ0044.Superseded values are not recommended for survey control.
 LZ0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0044.See file dsdata.txt to determine how the superseded data were derived.
 LZ0044
 LZ0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM785149(NAD 83)
 LZ0044_MARKER: DB = BENCH MARK DISK
 LZ0044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0044_SP_SET: BRIDGE
 LZ0044_STAMPING: A 51 1934
 LZ0044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0044
 LZ0044  HISTORY     - Date     Condition        Report By
 LZ0044  HISTORY     - 1934     MONUMENTED       CGS
 LZ0044  HISTORY     - 1969     GOOD             NGS
 LZ0044
 LZ0044                          STATION DESCRIPTION
 LZ0044
 LZ0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ0044'AT KELLOGG.
 LZ0044'AT KELLOGG, BRADFORD COUNTY, ON THE LEHIGH VALLEY RAILROAD,
 LZ0044'AT 40-FOOT-SPAN GIRDER BRIDGE SL 246, IN THE TOP OF THE WEST
 LZ0044'END OF THE NORTH ABUTMENT, 4 FEET WEST OF THE WEST RAIL, AND
 LZ0044'ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 LZ0044'STAMPED A 51 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1723 ***********************************************************************
 LY1723  DESIGNATION -  A 52
 LY1723  PID         -  LY1723
 LY1723  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1723  USGS QUAD   -  MONTROSE EAST (1992)
 LY1723
 LY1723                         *CURRENT SURVEY CONTROL
 LY1723  ___________________________________________________________________
 LY1723* NAD 83(1986)-  41 48 45.     (N)    075 51 59.     (W)     SCALED    
 LY1723* NAVD 88     -       496.803  (meters)    1629.93   (feet)  ADJUSTED  
 LY1723  ___________________________________________________________________
 LY1723  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 LY1723  DYNAMIC HT  -         496.601 (meters)    1629.27  (feet)  COMP
 LY1723  MODELED GRAV-     980,201.8   (mgal)                       NAVD 88
 LY1723
 LY1723  VERT ORDER  -  SECOND    CLASS 0
 LY1723
 LY1723.The horizontal coordinates were scaled from a topographic map and have
 LY1723.an estimated accuracy of +/- 6 seconds.
 LY1723
 LY1723.The orthometric height was determined by differential leveling
 LY1723.and adjusted by the National Geodetic Survey in June 1991..
 LY1723
 LY1723.The geoid height was determined by GEOID03.
 LY1723
 LY1723.The dynamic height is computed by dividing the NAVD 88
 LY1723.geopotential number by the normal gravity value computed on the
 LY1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1723.degrees latitude (g = 980.6199 gals.).
 LY1723
 LY1723.The modeled gravity was interpolated from observed gravity values.
 LY1723
 LY1723;                    North         East    Units  Estimated Accuracy
 LY1723;SPC PA N     -   184,480.      756,500.      MT  (+/- 180 meters Scaled)
 LY1723
 LY1723                          SUPERSEDED SURVEY CONTROL
 LY1723
 LY1723  NGVD 29 (??/??/92)  496.968  (m)         1630.47   (f) ADJ UNCH    2 0
 LY1723
 LY1723.Superseded values are not recommended for survey control.
 LY1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1723.See file dsdata.txt to determine how the superseded data were derived.
 LY1723
 LY1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM280293(NAD 83)
 LY1723_MARKER: DB = BENCH MARK DISK
 LY1723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1723_STAMPING: A 52 1934
 LY1723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1723+STABILITY: SURFACE MOTION
 LY1723
 LY1723  HISTORY     - Date     Condition        Report By
 LY1723  HISTORY     - 1934     MONUMENTED       CGS
 LY1723
 LY1723                          STATION DESCRIPTION
 LY1723
 LY1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LY1723'2.5 MI S FROM MONTROSE.
 LY1723'2.5 MILES SOUTH ALONG THE LEHIGH VALLEY RAILROAD FROM MONTROSE,
 LY1723'SUSQUEHANNA COUNTY, 0.35 MILE SOUTH OF MILEPOST 232, 48 FEET
 LY1723'SOUTH OF THE CENTER OF A GRADE CROSSING, 24 FEET SOUTH OF THE
 LY1723'CENTERLINE OF THE ROAD, 21 FEET EAST OF THE CENTERLINE OF THE
 LY1723'TRACK, AND ABOUT 1 FOOT ABOVE THE TOP OF THE RAIL.  A STANDARD
 LY1723'DISK, STAMPED A 52 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1337 ***********************************************************************
 LY1337  DESIGNATION -  A 56
 LY1337  PID         -  LY1337
 LY1337  STATE/COUNTY-  PA/LACKAWANNA
 LY1337  USGS QUAD   -  SCRANTON (1994)
 LY1337
 LY1337                         *CURRENT SURVEY CONTROL
 LY1337  ___________________________________________________________________
 LY1337* NAD 83(1986)-  41 24 57.     (N)    075 39 27.     (W)     SCALED    
 LY1337* NAVD 88     -       219.078  (meters)     718.76   (feet)  ADJUSTED  
 LY1337  ___________________________________________________________________
 LY1337  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 LY1337  DYNAMIC HT  -         218.994 (meters)     718.48  (feet)  COMP
 LY1337  MODELED GRAV-     980,230.6   (mgal)                       NAVD 88
 LY1337
 LY1337  VERT ORDER  -  SECOND    CLASS 0
 LY1337
 LY1337.The horizontal coordinates were scaled from a topographic map and have
 LY1337.an estimated accuracy of +/- 6 seconds.
 LY1337
 LY1337.The orthometric height was determined by differential leveling
 LY1337.and adjusted by the National Geodetic Survey in June 1991..
 LY1337
 LY1337.The geoid height was determined by GEOID03.
 LY1337
 LY1337.The dynamic height is computed by dividing the NAVD 88
 LY1337.geopotential number by the normal gravity value computed on the
 LY1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1337.degrees latitude (g = 980.6199 gals.).
 LY1337
 LY1337.The modeled gravity was interpolated from observed gravity values.
 LY1337
 LY1337;                    North         East    Units  Estimated Accuracy
 LY1337;SPC PA N     -   140,840.      774,920.      MT  (+/- 180 meters Scaled)
 LY1337
 LY1337                          SUPERSEDED SURVEY CONTROL
 LY1337
 LY1337  NGVD 29 (??/??/92)  219.296  (m)          719.47   (f) ADJ UNCH    2 0
 LY1337
 LY1337.Superseded values are not recommended for survey control.
 LY1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1337.See file dsdata.txt to determine how the superseded data were derived.
 LY1337
 LY1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL450851(NAD 83)
 LY1337_MARKER: DB = BENCH MARK DISK
 LY1337_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1337_SP_SET: TOWER BASE
 LY1337_STAMPING: A 56 1934
 LY1337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1337
 LY1337  HISTORY     - Date     Condition        Report By
 LY1337  HISTORY     - 1934     MONUMENTED       CGS
 LY1337  HISTORY     - 1942     GOOD             NGS
 LY1337
 LY1337                          STATION DESCRIPTION
 LY1337
 LY1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY1337'AT SCRANTON.
 LY1337'AT SCRANTON, LACKAWANNA COUNTY, ON THE DELAWARE AND HUDSON
 LY1337'RAILROAD, 125 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 LY1337'CULKINS BRAKE SERVICE CO. ONE-STORY BRICK GARAGE, 35 FEET NORTH
 LY1337'OF THE CENTERLINE OF WYOMING AVENUE, 30 FEET WEST OF THE CENTERLINE
 LY1337'OF GIBSON STREET, AT A WATCHMANS TOWER, IN THE CENTER OF
 LY1337'THE NORTH SIDE OF THE BASE, 22 FEET SOUTH OF THE CENTERLINE OF
 LY1337'THE MAIN TRACK, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD
 LY1337'DISK, STAMPED A 56 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1454 ***********************************************************************
 LY1454  DESIGNATION -  A 57
 LY1454  PID         -  LY1454
 LY1454  STATE/COUNTY-  PA/LUZERNE
 LY1454  USGS QUAD   -  WHITE HAVEN (1997)
 LY1454
 LY1454                         *CURRENT SURVEY CONTROL
 LY1454  ___________________________________________________________________
 LY1454* NAD 83(1986)-  41 06 48.     (N)    075 47 46.     (W)     SCALED    
 LY1454* NAVD 88     -       435.153  (meters)    1427.66   (feet)  ADJUSTED  
 LY1454  ___________________________________________________________________
 LY1454  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 LY1454  DYNAMIC HT  -         434.950 (meters)    1427.00  (feet)  COMP
 LY1454  MODELED GRAV-     980,145.3   (mgal)                       NAVD 88
 LY1454
 LY1454  VERT ORDER  -  SECOND    CLASS 0
 LY1454
 LY1454.The horizontal coordinates were scaled from a topographic map and have
 LY1454.an estimated accuracy of +/- 6 seconds.
 LY1454
 LY1454.The orthometric height was determined by differential leveling
 LY1454.and adjusted by the National Geodetic Survey in June 1991..
 LY1454
 LY1454.The geoid height was determined by GEOID03.
 LY1454
 LY1454.The dynamic height is computed by dividing the NAVD 88
 LY1454.geopotential number by the normal gravity value computed on the
 LY1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1454.degrees latitude (g = 980.6199 gals.).
 LY1454
 LY1454.The modeled gravity was interpolated from observed gravity values.
 LY1454
 LY1454;                    North         East    Units  Estimated Accuracy
 LY1454;SPC PA N     -   106,980.      764,090.      MT  (+/- 180 meters Scaled)
 LY1454
 LY1454                          SUPERSEDED SURVEY CONTROL
 LY1454
 LY1454  NGVD 29 (??/??/92)  435.339  (m)         1428.27   (f) ADJ UNCH    2 0
 LY1454
 LY1454.Superseded values are not recommended for survey control.
 LY1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1454.See file dsdata.txt to determine how the superseded data were derived.
 LY1454
 LY1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL331516(NAD 83)
 LY1454_MARKER: DB = BENCH MARK DISK
 LY1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1454_STAMPING: A 57 1934
 LY1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1454+STABILITY: SURFACE MOTION
 LY1454
 LY1454  HISTORY     - Date     Condition        Report By
 LY1454  HISTORY     - 1934     MONUMENTED       PAGS
 LY1454
 LY1454                          STATION DESCRIPTION
 LY1454
 LY1454'DESCRIBED BY PENNSYLVANIA GEODETIC SURVEY 1934
 LY1454'4.5 MI N FROM WHITE HAVEN.
 LY1454'4.5 MILES NORTH ALONG THE LEHIGH VALLEY RAILROAD FROM WHITE
 LY1454'HAVEN, LUZERNE COUNTY, ABOUT 850 FEET SOUTH OF SIGNAL TOWER
 LY1454'150.2, AT A DIRT-ROAD CROSSING, 15 FEET SOUTH OF THE ROAD, 35
 LY1454'FEET WEST OF THE CENTER LINE OF THE TRACK, 20 FEET SOUTHWEST OF
 LY1454'A POLE, AND ABOUT 3 FEET LOWER THAN THE TOP OF THE RAIL.  A
 LY1454'COMMONWEALTH OF PENNSYLVANIA STANDARD DISK, STAMPED A 57 1934
 LY1454'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1712 ***********************************************************************
 LY1712  DESIGNATION -  A 58
 LY1712  PID         -  LY1712
 LY1712  STATE/COUNTY-  PA/WYOMING
 LY1712  USGS QUAD   -  TUNKHANNOCK (1983)
 LY1712
 LY1712                         *CURRENT SURVEY CONTROL
 LY1712  ___________________________________________________________________
 LY1712* NAD 83(1986)-  41 37 13.     (N)    075 56 23.     (W)     SCALED    
 LY1712* NAVD 88     -       314.596  (meters)    1032.14   (feet)  ADJUSTED  
 LY1712  ___________________________________________________________________
 LY1712  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 LY1712  DYNAMIC HT  -         314.475 (meters)    1031.74  (feet)  COMP
 LY1712  MODELED GRAV-     980,229.1   (mgal)                       NAVD 88
 LY1712
 LY1712  VERT ORDER  -  SECOND    CLASS 0
 LY1712
 LY1712.The horizontal coordinates were scaled from a topographic map and have
 LY1712.an estimated accuracy of +/- 6 seconds.
 LY1712
 LY1712.The orthometric height was determined by differential leveling
 LY1712.and adjusted by the National Geodetic Survey in June 1991..
 LY1712
 LY1712.The geoid height was determined by GEOID03.
 LY1712
 LY1712.The dynamic height is computed by dividing the NAVD 88
 LY1712.geopotential number by the normal gravity value computed on the
 LY1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1712.degrees latitude (g = 980.6199 gals.).
 LY1712
 LY1712.The modeled gravity was interpolated from observed gravity values.
 LY1712
 LY1712;                    North         East    Units  Estimated Accuracy
 LY1712;SPC PA N     -   163,010.      750,860.      MT  (+/- 180 meters Scaled)
 LY1712
 LY1712                          SUPERSEDED SURVEY CONTROL
 LY1712
 LY1712  NGVD 29 (??/??/92)  314.794  (m)         1032.79   (f) ADJ UNCH    2 0
 LY1712
 LY1712.Superseded values are not recommended for survey control.
 LY1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1712.See file dsdata.txt to determine how the superseded data were derived.
 LY1712
 LY1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM217080(NAD 83)
 LY1712_MARKER: DB = BENCH MARK DISK
 LY1712_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1712_SP_SET: CULVERT
 LY1712_STAMPING: A 58 1934
 LY1712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1712
 LY1712  HISTORY     - Date     Condition        Report By
 LY1712  HISTORY     - 1934     MONUMENTED       CGS
 LY1712
 LY1712                          STATION DESCRIPTION
 LY1712
 LY1712'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LY1712'AT LEMON.
 LY1712'AT LEMON (ALDOVIN), WYOMING COUNTY, ON THE LEHIGH VALLEY RAILROAD,
 LY1712'0.25 MILE NORTH OF THE STATION, 200 FEET SOUTH OF MILEPOST 215,
 LY1712'50 FEET SOUTHWEST OF THE OLD SAM DISTILLING CO. PROPERTY IN 1934,
 LY1712'AT A 5-FOOT OPEN CULVERT, IN THE NORTHWEST CORNER 7 FEET WEST OF THE
 LY1712'CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT BELOW THE TOP OF THE
 LY1712'RAIL.  A STANDARD DISK, STAMPED A 58 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0890 ***********************************************************************
 KW0890  DESIGNATION -  A 6
 KW0890  PID         -  KW0890
 KW0890  STATE/COUNTY-  PA/LANCASTER
 KW0890  USGS QUAD   -  COLUMBIA WEST (1990)
 KW0890
 KW0890                         *CURRENT SURVEY CONTROL
 KW0890  ___________________________________________________________________
 KW0890* NAD 83(1986)-  40 03 15.     (N)    076 31 40.     (W)     SCALED    
 KW0890* NAVD 88     -        80.175  (meters)     263.04   (feet)  ADJUSTED  
 KW0890  ___________________________________________________________________
 KW0890  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KW0890  DYNAMIC HT  -          80.134 (meters)     262.91  (feet)  COMP
 KW0890  MODELED GRAV-     980,114.2   (mgal)                       NAVD 88
 KW0890
 KW0890  VERT ORDER  -  FIRST     CLASS II
 KW0890
 KW0890.The horizontal coordinates were scaled from a topographic map and have
 KW0890.an estimated accuracy of +/- 6 seconds.
 KW0890
 KW0890.The orthometric height was determined by differential leveling
 KW0890.and adjusted by the National Geodetic Survey in June 1991..
 KW0890
 KW0890.The geoid height was determined by GEOID03.
 KW0890
 KW0890.The dynamic height is computed by dividing the NAVD 88
 KW0890.geopotential number by the normal gravity value computed on the
 KW0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0890.degrees latitude (g = 980.6199 gals.).
 KW0890
 KW0890.The modeled gravity was interpolated from observed gravity values.
 KW0890
 KW0890;                    North         East    Units  Estimated Accuracy
 KW0890;SPC PA S     -    80,760.      704,280.      MT  (+/- 180 meters Scaled)
 KW0890
 KW0890                          SUPERSEDED SURVEY CONTROL
 KW0890
 KW0890  NGVD 29 (??/??/??)   80.420  (m)          263.84   (f) ADJUSTED    1 2
 KW0890
 KW0890.Superseded values are not recommended for survey control.
 KW0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0890.See file dsdata.txt to determine how the superseded data were derived.
 KW0890
 KW0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK696348(NAD 83)
 KW0890_MARKER: B = BOLT
 KW0890_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0890_SP_SET: BRIDGE
 KW0890_STAMPING: A 6 1955
 KW0890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0890
 KW0890  HISTORY     - Date     Condition        Report By
 KW0890  HISTORY     - 1955     MONUMENTED       RBNF
 KW0890  HISTORY     - 1955     GOOD             CGS
 KW0890  HISTORY     - 1979     GOOD             NGS
 KW0890  HISTORY     - 19950312 GOOD             USPSQD
 KW0890  HISTORY     - 20040417 MARK NOT FOUND   GEOCAC
 KW0890
 KW0890                          STATION DESCRIPTION
 KW0890
 KW0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KW0890'1.8 MI E FROM MARIETTA.
 KW0890'ABOUT 1.8 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW0890'FREIGHT STATION AT MARIETTA, ALONG THE MAIN LINE TRACKS OF P.R.R.,
 KW0890'IN THE TOP OF THE EAST END OF THE EAST CONCRETE CAPPED WING WALL
 KW0890'OF SOUTHEAST ABUTMENT OF TRIPLE ARCH STONE MASONRY BRIDGE OF
 KW0890'MAIN LINE DOUBLE TRACK OVER CHIQUES CREEK, 8 FEET NORTHEAST
 KW0890'OF NORTHEAST RAIL OF NORTHEAST TRACK AND ABOUT 2 FEET BELOW
 KW0890'LEVEL OF TRACK.  NOTE-- THE COPPER BOLT WAS FOUND IN BRIDGE AND
 KW0890'STAMPED BY THIS PARTY.
 KW0890
 KW0890                          STATION RECOVERY (1979)
 KW0890
 KW0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW0890'RECOVERED IN GOOD CONDITION.
 KW0890
 KW0890                          STATION RECOVERY (1995)
 KW0890
 KW0890'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW0890'RECOVERED IN GOOD CONDITION.
 KW0890
 KW0890                          STATION RECOVERY (2004)
 KW0890
 KW0890'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0890'BRIDGE HAS BEEN WIDENED AND TIMBERS PLACED OVER BOLT OR BOLT BROKEN
 KW0890'OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1058 ***********************************************************************
 LY1058  DESIGNATION -  A 60
 LY1058  PID         -  LY1058
 LY1058  STATE/COUNTY-  PA/WAYNE
 LY1058  USGS QUAD   -  HONESDALE (1980)
 LY1058
 LY1058                         *CURRENT SURVEY CONTROL
 LY1058  ___________________________________________________________________
 LY1058* NAD 83(1986)-  41 35 29.     (N)    075 20 44.     (W)     SCALED    
 LY1058* NAVD 88     -       366.893  (meters)    1203.71   (feet)  ADJUSTED  
 LY1058  ___________________________________________________________________
 LY1058  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 LY1058  DYNAMIC HT  -         366.750 (meters)    1203.25  (feet)  COMP
 LY1058  MODELED GRAV-     980,222.7   (mgal)                       NAVD 88
 LY1058
 LY1058  VERT ORDER  -  SECOND    CLASS 0
 LY1058
 LY1058.The horizontal coordinates were scaled from a topographic map and have
 LY1058.an estimated accuracy of +/- 6 seconds.
 LY1058
 LY1058.The orthometric height was determined by differential leveling
 LY1058.and adjusted by the National Geodetic Survey in June 1991..
 LY1058
 LY1058.The geoid height was determined by GEOID03.
 LY1058
 LY1058.The dynamic height is computed by dividing the NAVD 88
 LY1058.geopotential number by the normal gravity value computed on the
 LY1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1058.degrees latitude (g = 980.6199 gals.).
 LY1058
 LY1058.The modeled gravity was interpolated from observed gravity values.
 LY1058
 LY1058;                    North         East    Units  Estimated Accuracy
 LY1058;SPC PA N     -   161,000.      800,450.      MT  (+/- 180 meters Scaled)
 LY1058
 LY1058                          SUPERSEDED SURVEY CONTROL
 LY1058
 LY1058  NGVD 29 (??/??/92)  367.08   (m)         1204.3    (f) COMPUTED    2 0
 LY1058
 LY1058.Superseded values are not recommended for survey control.
 LY1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1058.See file dsdata.txt to determine how the superseded data were derived.
 LY1058
 LY1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM712044(NAD 83)
 LY1058_MARKER: DB = BENCH MARK DISK
 LY1058_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1058_SP_SET: BRIDGE
 LY1058_STAMPING: A 60 1934
 LY1058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1058
 LY1058  HISTORY     - Date     Condition        Report By
 LY1058  HISTORY     - 1934     MONUMENTED       CGS
 LY1058  HISTORY     - 1952     GOOD             NGS
 LY1058
 LY1058                          STATION DESCRIPTION
 LY1058
 LY1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LY1058'AT STEENE.
 LY1058'AT STEENE, ALONG U.S. HIGHWAY 6, 480 FEET EAST OF HIGHWAY STATION
 LY1058'3/40, 200 FEET EAST OF THE ATLANTIC SERVICE STATION OF WILBERT
 LY1058'DAKEY, AT A 15-FOOT SPAN REINFORCED CONCRETE BRIDGE, SET IN THE
 LY1058'TOP OF THE EAST END OF THE NORTH RAILING, 14 FEET NORTH OF THE
 LY1058'CENTER LINE OF THE HIGHWAY, AND ABOUT 4 FEET HIGHER THAN THE
 LY1058'HIGHWAY.
 LY1058
 LY1058                          STATION RECOVERY (1952)
 LY1058
 LY1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 LY1058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1059 ***********************************************************************
 LY1059  DESIGNATION -  A 60 RESET 1952
 LY1059  PID         -  LY1059
 LY1059  STATE/COUNTY-  PA/WAYNE
 LY1059  USGS QUAD   -  HONESDALE (1980)
 LY1059
 LY1059                         *CURRENT SURVEY CONTROL
 LY1059  ___________________________________________________________________
 LY1059* NAD 83(1986)-  41 35 29.     (N)    075 20 44.     (W)     SCALED    
 LY1059* NAVD 88     -       365.91   (meters)    1200.5    (feet)  RESET     
 LY1059  ___________________________________________________________________
 LY1059  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 LY1059
 LY1059  VERT ORDER  -  THIRD
 LY1059
 LY1059.The horizontal coordinates were scaled from a topographic map and have
 LY1059.an estimated accuracy of +/- 6 seconds.
 LY1059
 LY1059.The orthometric height was computed from unverified reset data.
 LY1059
 LY1059.The geoid height was determined by GEOID03.
 LY1059
 LY1059;                    North         East    Units  Estimated Accuracy
 LY1059;SPC PA N     -   161,000.      800,450.      MT  (+/- 180 meters Scaled)
 LY1059
 LY1059                          SUPERSEDED SURVEY CONTROL
 LY1059
 LY1059  NGVD 29 (??/??/??)  366.10   (m)         1201.1    (f) RESET       3  
 LY1059
 LY1059.Superseded values are not recommended for survey control.
 LY1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1059.See file dsdata.txt to determine how the superseded data were derived.
 LY1059
 LY1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM712044(NAD 83)
 LY1059_MARKER: DB = BENCH MARK DISK
 LY1059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1059_SP_SET: BRIDGE
 LY1059_STAMPING: A 60 RESET 1952
 LY1059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1059
 LY1059  HISTORY     - Date     Condition        Report By
 LY1059  HISTORY     - 1952     MONUMENTED       PADH
 LY1059
 LY1059                          STATION DESCRIPTION
 LY1059
 LY1059'DESCRIBED BY PA DEPT OF HIGHWAYS 1952
 LY1059'AT STEENE.
 LY1059'AT STEENE, WAYNE COUNTY, ON U.S. HIGHWAY 6, ABOUT 480 FEET EAST
 LY1059'OF HIGHWAY STATION 3/40, ABOUT 200 FEET EAST OF THE ATLANTIC
 LY1059'SERVICE STATION OF WILBUR DAKEY, AT A 15-SPAN REINFORCED CONCRETE
 LY1059'BRIDGE, IN EAST BACKWALL OF BRIDGE APPROXIMATELY 0.5 FOOT FROM
 LY1059'NORTHEAST CORNER OF WHEEL GUARD AND ABOUT GRADE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0294 ***********************************************************************
 MB0294  DESIGNATION -  A 63
 MB0294  PID         -  MB0294
 MB0294  STATE/COUNTY-  PA/MERCER
 MB0294  USGS QUAD   -  FREDONIA (1987)
 MB0294
 MB0294                         *CURRENT SURVEY CONTROL
 MB0294  ___________________________________________________________________
 MB0294* NAD 83(1986)-  41 19 23.     (N)    080 15 32.     (W)     SCALED    
 MB0294* NAVD 88     -       357.845  (meters)    1174.03   (feet)  ADJUSTED  
 MB0294  ___________________________________________________________________
 MB0294  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 MB0294  DYNAMIC HT  -         357.687 (meters)    1173.51  (feet)  COMP
 MB0294  MODELED GRAV-     980,171.7   (mgal)                       NAVD 88
 MB0294
 MB0294  VERT ORDER  -  SECOND    CLASS 0
 MB0294
 MB0294.The horizontal coordinates were scaled from a topographic map and have
 MB0294.an estimated accuracy of +/- 6 seconds.
 MB0294
 MB0294.The orthometric height was determined by differential leveling
 MB0294.and adjusted by the National Geodetic Survey in June 1991..
 MB0294
 MB0294.The geoid height was determined by GEOID03.
 MB0294
 MB0294.The dynamic height is computed by dividing the NAVD 88
 MB0294.geopotential number by the normal gravity value computed on the
 MB0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0294.degrees latitude (g = 980.6199 gals.).
 MB0294
 MB0294.The modeled gravity was interpolated from observed gravity values.
 MB0294
 MB0294;                    North         East    Units  Estimated Accuracy
 MB0294;SPC PA N     -   131,460.      389,990.      MT  (+/- 180 meters Scaled)
 MB0294
 MB0294                          SUPERSEDED SURVEY CONTROL
 MB0294
 MB0294  NGVD 29 (??/??/92)  358.004  (m)         1174.55   (f) ADJ UNCH    2 0
 MB0294
 MB0294.Superseded values are not recommended for survey control.
 MB0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0294.See file dsdata.txt to determine how the superseded data were derived.
 MB0294
 MB0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF620748(NAD 83)
 MB0294_MARKER: DB = BENCH MARK DISK
 MB0294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0294_SP_SET: FOUNDATION
 MB0294_STAMPING: A 63 1935
 MB0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0294
 MB0294  HISTORY     - Date     Condition        Report By
 MB0294  HISTORY     - 1935     MONUMENTED       CGS
 MB0294
 MB0294                          STATION DESCRIPTION
 MB0294
 MB0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MB0294'AT FREDONIA.
 MB0294'AT FREDONIA, 136 FEET SOUTH OF THE BESSEMER AND LAKE ERIE
 MB0294'RAILROAD STATION, AT THE WEST SIDE OF THE JAMIESON MILL BUILDING,
 MB0294'IN THE FOUNDATION, 10 INCHES NORTH OF THE SOUTHWEST CORNER, 37
 MB0294'FEET NORTH OF THE NORTH RAIL, AND LEVEL WITH THE TRACK.  A
 MB0294'STANDARD DISK, STAMPED A 63 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1667 ***********************************************************************
 KX1667  DESIGNATION -  A 64
 KX1667  PID         -  KX1667
 KX1667  STATE/COUNTY-  PA/BUTLER
 KX1667  USGS QUAD   -  MOUNT CHESTNUT (1993)
 KX1667
 KX1667                         *CURRENT SURVEY CONTROL
 KX1667  ___________________________________________________________________
 KX1667* NAD 83(1986)-  40 53 06.     (N)    079 52 35.     (W)     SCALED    
 KX1667* NAVD 88     -       306.373  (meters)    1005.16   (feet)  ADJUSTED  
 KX1667  ___________________________________________________________________
 KX1667  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KX1667  DYNAMIC HT  -         306.219 (meters)    1004.65  (feet)  COMP
 KX1667  MODELED GRAV-     980,112.3   (mgal)                       NAVD 88
 KX1667
 KX1667  VERT ORDER  -  SECOND    CLASS 0
 KX1667
 KX1667.The horizontal coordinates were scaled from a topographic map and have
 KX1667.an estimated accuracy of +/- 6 seconds.
 KX1667
 KX1667.The orthometric height was determined by differential leveling
 KX1667.and adjusted by the National Geodetic Survey in June 1991..
 KX1667
 KX1667.The geoid height was determined by GEOID03.
 KX1667
 KX1667.The dynamic height is computed by dividing the NAVD 88
 KX1667.geopotential number by the normal gravity value computed on the
 KX1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1667.degrees latitude (g = 980.6199 gals.).
 KX1667
 KX1667.The modeled gravity was interpolated from observed gravity values.
 KX1667
 KX1667;                    North         East    Units  Estimated Accuracy
 KX1667;SPC PA S     -   174,450.      420,810.      MT  (+/- 180 meters Scaled)
 KX1667
 KX1667                          SUPERSEDED SURVEY CONTROL
 KX1667
 KX1667  NGVD 29 (??/??/92)  306.519  (m)         1005.64   (f) ADJ UNCH    2 0
 KX1667
 KX1667.Superseded values are not recommended for survey control.
 KX1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1667.See file dsdata.txt to determine how the superseded data were derived.
 KX1667
 KX1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF946265(NAD 83)
 KX1667_MARKER: DB = BENCH MARK DISK
 KX1667_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1667_SP_SET: ABUTMENT
 KX1667_STAMPING: A 64 1935
 KX1667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1667
 KX1667  HISTORY     - Date     Condition        Report By
 KX1667  HISTORY     - 1935     MONUMENTED       CGS
 KX1667
 KX1667                          STATION DESCRIPTION
 KX1667
 KX1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX1667'2.4 MI N FROM BUTLER.
 KX1667'ABOUT 2.4 MILES NORTH ALONG THE BESSEMER AND LAKE ERIE RAILROAD
 KX1667'FROM THE STATION AT BUTLER, BUTLER COUNTY, ABOUT 0.8 MILE NORTH
 KX1667'OF THE CROSSING OF STATE HIGHWAY 68, ABOUT 0.1 MILE SOUTH OF
 KX1667'MILEPOST 2.5, AT A DIRT-ROAD CROSSING, 38 FEET EAST OF THE EAST
 KX1667'RAIL, 25 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AT A 50-FOOT
 KX1667'HIGHWAY BRIDGE, IN THE TOP OF THE SOUTH END OF THE WEST ABUTMENT,
 KX1667'AND ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 KX1667'A 64 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0275 ***********************************************************************
 MB0275  DESIGNATION -  A 65
 MB0275  PID         -  MB0275
 MB0275  STATE/COUNTY-  PA/MERCER
 MB0275  USGS QUAD   -  SANDY LAKE (1970)
 MB0275
 MB0275                         *CURRENT SURVEY CONTROL
 MB0275  ___________________________________________________________________
 MB0275* NAD 83(1986)-  41 20 55.     (N)    080 04 55.     (W)     SCALED    
 MB0275* NAVD 88     -       352.907  (meters)    1157.83   (feet)  ADJUSTED  
 MB0275  ___________________________________________________________________
 MB0275  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 MB0275  DYNAMIC HT  -         352.754 (meters)    1157.33  (feet)  COMP
 MB0275  MODELED GRAV-     980,180.2   (mgal)                       NAVD 88
 MB0275
 MB0275  VERT ORDER  -  SECOND    CLASS 0
 MB0275
 MB0275.The horizontal coordinates were scaled from a topographic map and have
 MB0275.an estimated accuracy of +/- 6 seconds.
 MB0275
 MB0275.The orthometric height was determined by differential leveling
 MB0275.and adjusted by the National Geodetic Survey in June 1991..
 MB0275
 MB0275.The geoid height was determined by GEOID03.
 MB0275
 MB0275.The dynamic height is computed by dividing the NAVD 88
 MB0275.geopotential number by the normal gravity value computed on the
 MB0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0275.degrees latitude (g = 980.6199 gals.).
 MB0275
 MB0275.The modeled gravity was interpolated from observed gravity values.
 MB0275
 MB0275;                    North         East    Units  Estimated Accuracy
 MB0275;SPC PA N     -   133,890.      404,870.      MT  (+/- 180 meters Scaled)
 MB0275
 MB0275                          SUPERSEDED SURVEY CONTROL
 MB0275
 MB0275  NGVD 29 (??/??/92)  353.074  (m)         1158.38   (f) ADJ UNCH    2 0
 MB0275
 MB0275.Superseded values are not recommended for survey control.
 MB0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0275.See file dsdata.txt to determine how the superseded data were derived.
 MB0275
 MB0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF768778(NAD 83)
 MB0275_MARKER: DB = BENCH MARK DISK
 MB0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0275_STAMPING: A 65 1935
 MB0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0275+STABILITY: SURFACE MOTION
 MB0275
 MB0275  HISTORY     - Date     Condition        Report By
 MB0275  HISTORY     - 1935     MONUMENTED       CGS
 MB0275
 MB0275                          STATION DESCRIPTION
 MB0275
 MB0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MB0275'AT SANDY LAKE.
 MB0275'AT SANDY LAKE, 270 FEET EAST OF THE NEW YORK CENTRAL RAILROAD
 MB0275'STATION, 90 FEET SOUTH OF THE SOUTH RAIL, 16 FEET NORTH OF THE
 MB0275'CENTERLINE OF A ROAD, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 MB0275'A STANDARD DISK, STAMPED A 65 1935 AND SET IN THE TOP OF A
 MB0275'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0859 ***********************************************************************
 MA0859  DESIGNATION -  A 66
 MA0859  PID         -  MA0859
 MA0859  STATE/COUNTY-  PA/WARREN
 MA0859  USGS QUAD   -  WARREN (1981)
 MA0859
 MA0859                         *CURRENT SURVEY CONTROL
 MA0859  ___________________________________________________________________
 MA0859* NAD 83(1986)-  41 50 04.     (N)    079 07 58.     (W)     SCALED    
 MA0859* NAVD 88     -       363.782  (meters)    1193.51   (feet)  ADJUSTED  
 MA0859  ___________________________________________________________________
 MA0859  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 MA0859  DYNAMIC HT  -         363.638 (meters)    1193.04  (feet)  COMP
 MA0859  MODELED GRAV-     980,214.7   (mgal)                       NAVD 88
 MA0859
 MA0859  VERT ORDER  -  FIRST     CLASS II
 MA0859
 MA0859.The horizontal coordinates were scaled from a topographic map and have
 MA0859.an estimated accuracy of +/- 6 seconds.
 MA0859
 MA0859.The orthometric height was determined by differential leveling
 MA0859.and adjusted by the National Geodetic Survey in June 1991..
 MA0859
 MA0859.The geoid height was determined by GEOID03.
 MA0859
 MA0859.The dynamic height is computed by dividing the NAVD 88
 MA0859.geopotential number by the normal gravity value computed on the
 MA0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0859.degrees latitude (g = 980.6199 gals.).
 MA0859
 MA0859.The modeled gravity was interpolated from observed gravity values.
 MA0859
 MA0859;                    North         East    Units  Estimated Accuracy
 MA0859;SPC PA N     -   186,130.      485,150.      MT  (+/- 180 meters Scaled)
 MA0859
 MA0859                          SUPERSEDED SURVEY CONTROL
 MA0859
 MA0859  NGVD 29 (??/??/92)  363.950  (m)         1194.06   (f) ADJ UNCH    1 2
 MA0859
 MA0859.Superseded values are not recommended for survey control.
 MA0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0859.See file dsdata.txt to determine how the superseded data were derived.
 MA0859
 MA0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG550330(NAD 83)
 MA0859_MARKER: DB = BENCH MARK DISK
 MA0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0859_STAMPING: A 66 1935
 MA0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0859+STABILITY: SURFACE MOTION
 MA0859
 MA0859  HISTORY     - Date     Condition        Report By
 MA0859  HISTORY     - 1935     MONUMENTED       CGS
 MA0859  HISTORY     - 1954     MARK NOT FOUND   NGS
 MA0859
 MA0859                          STATION DESCRIPTION
 MA0859
 MA0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0859'0.3 MI SE FROM STRUTHERS.
 MA0859'0.3 MILE SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA0859'STATION AT STRUTHERS, WARREN COUNTY, AT THE HAMMOND IRON WORKS,
 MA0859'275 FEET WEST OF THE WEST CORNER OF AN OLD BOILER ROOM, 38 FEET
 MA0859'NORTHEAST OF THE CENTER LINE OF THE TRACK, 30 FEET NORTHEAST OF
 MA0859'POLE 29+14, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 MA0859'A 66 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 MA0859'INCHES ABOVE GROUND.
 MA0859
 MA0859                          STATION RECOVERY (1954)
 MA0859
 MA0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 MA0859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0888 ***********************************************************************
 MA0888  DESIGNATION -  A 67
 MA0888  PID         -  MA0888
 MA0888  STATE/COUNTY-  PA/WARREN
 MA0888  USGS QUAD   -  CLARENDON (1977)
 MA0888
 MA0888                         *CURRENT SURVEY CONTROL
 MA0888  ___________________________________________________________________
 MA0888* NAD 83(1986)-  41 47 26.     (N)    079 06 23.     (W)     SCALED    
 MA0888* NAVD 88     -       425.940  (meters)    1397.44   (feet)  ADJUSTED  
 MA0888  ___________________________________________________________________
 MA0888  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 MA0888  DYNAMIC HT  -         425.768 (meters)    1396.87  (feet)  COMP
 MA0888  MODELED GRAV-     980,204.7   (mgal)                       NAVD 88
 MA0888
 MA0888  VERT ORDER  -  SECOND    CLASS 0
 MA0888
 MA0888.The horizontal coordinates were scaled from a topographic map and have
 MA0888.an estimated accuracy of +/- 6 seconds.
 MA0888
 MA0888.The orthometric height was determined by differential leveling
 MA0888.and adjusted by the National Geodetic Survey in June 1991..
 MA0888
 MA0888.The geoid height was determined by GEOID03.
 MA0888
 MA0888.The dynamic height is computed by dividing the NAVD 88
 MA0888.geopotential number by the normal gravity value computed on the
 MA0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0888.degrees latitude (g = 980.6199 gals.).
 MA0888
 MA0888.The modeled gravity was interpolated from observed gravity values.
 MA0888
 MA0888;                    North         East    Units  Estimated Accuracy
 MA0888;SPC PA N     -   181,230.      487,260.      MT  (+/- 180 meters Scaled)
 MA0888
 MA0888                          SUPERSEDED SURVEY CONTROL
 MA0888
 MA0888  NGVD 29 (??/??/92)  426.092  (m)         1397.94   (f) ADJ UNCH    2 0
 MA0888
 MA0888.Superseded values are not recommended for survey control.
 MA0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0888.See file dsdata.txt to determine how the superseded data were derived.
 MA0888
 MA0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG573282(NAD 83)
 MA0888_MARKER: DB = BENCH MARK DISK
 MA0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0888_STAMPING: A 67 1935
 MA0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0888+STABILITY: SURFACE MOTION
 MA0888
 MA0888  HISTORY     - Date     Condition        Report By
 MA0888  HISTORY     - 1935     MONUMENTED       CGS
 MA0888  HISTORY     - 1954     MARK NOT FOUND   NGS
 MA0888
 MA0888                          STATION DESCRIPTION
 MA0888
 MA0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0888'1 MI NW FROM CLARENDON.
 MA0888'ABOUT 1 MILE NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA0888'STATION AT CLARENDON, WARREN COUNTY, ABOUT 0.5 MILE WEST OF
 MA0888'MILEPOST 216-72, 32 FEET SOUTH OF THE CENTER OF A PRIVATE-ROAD
 MA0888'CROSSING, 28 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 27 FEET
 MA0888'SOUTHWEST OF THE SOUTHWEST RAIL, 22 FEET SOUTH OF THE SOUTH
 MA0888'GATEPOST, AND ABOUT 5 FEET HIGHER THAN THE TRACK.  A STANDARD
 MA0888'DISK, STAMPED A 67 1935 AND SET IN THE TOP OF A CONCRETE POST
 MA0888'PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 MA0888
 MA0888                          STATION RECOVERY (1954)
 MA0888
 MA0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 MA0888'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0954 ***********************************************************************
 LZ0954  DESIGNATION -  A 68
 LZ0954  PID         -  LZ0954
 LZ0954  STATE/COUNTY-  PA/LYCOMING
 LZ0954  USGS QUAD   -  COGAN STATION (1973)
 LZ0954
 LZ0954                         *CURRENT SURVEY CONTROL
 LZ0954  ___________________________________________________________________
 LZ0954* NAD 83(1986)-  41 16 06.     (N)    077 03 03.     (W)     SCALED    
 LZ0954* NAVD 88     -       166.615  (meters)     546.64   (feet)  ADJUSTED  
 LZ0954  ___________________________________________________________________
 LZ0954  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 LZ0954  DYNAMIC HT  -         166.542 (meters)     546.40  (feet)  COMP
 LZ0954  MODELED GRAV-     980,183.4   (mgal)                       NAVD 88
 LZ0954
 LZ0954  VERT ORDER  -  FIRST     CLASS II
 LZ0954
 LZ0954.The horizontal coordinates were scaled from a topographic map and have
 LZ0954.an estimated accuracy of +/- 6 seconds.
 LZ0954
 LZ0954.The orthometric height was determined by differential leveling
 LZ0954.and adjusted by the National Geodetic Survey in June 1991..
 LZ0954
 LZ0954.The geoid height was determined by GEOID03.
 LZ0954
 LZ0954.The dynamic height is computed by dividing the NAVD 88
 LZ0954.geopotential number by the normal gravity value computed on the
 LZ0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0954.degrees latitude (g = 980.6199 gals.).
 LZ0954
 LZ0954.The modeled gravity was interpolated from observed gravity values.
 LZ0954
 LZ0954;                    North         East    Units  Estimated Accuracy
 LZ0954;SPC PA N     -   122,580.      658,580.      MT  (+/- 180 meters Scaled)
 LZ0954
 LZ0954                          SUPERSEDED SURVEY CONTROL
 LZ0954
 LZ0954  NGVD 29 (??/??/92)  166.841  (m)          547.38   (f) ADJ UNCH    1 2
 LZ0954
 LZ0954.Superseded values are not recommended for survey control.
 LZ0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0954.See file dsdata.txt to determine how the superseded data were derived.
 LZ0954
 LZ0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL282705(NAD 83)
 LZ0954_MARKER: DB = BENCH MARK DISK
 LZ0954_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0954_SP_SET: BRIDGE SEAT
 LZ0954_STAMPING: A 68 1935
 LZ0954_MARK LOGO: CGS   
 LZ0954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0954
 LZ0954  HISTORY     - Date     Condition        Report By
 LZ0954  HISTORY     - 1935     MONUMENTED       CGS
 LZ0954  HISTORY     - 1964     GOOD             NGS
 LZ0954  HISTORY     - 1975     GOOD             PADT
 LZ0954  HISTORY     - 1983     GOOD             NGS
 LZ0954
 LZ0954                          STATION DESCRIPTION
 LZ0954
 LZ0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0954'1.1 MI N FROM GARDEN VIEW HEIGHTS.
 LZ0954'ABOUT 1.1 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM
 LZ0954'GARDEN VIEW HEIGHTS, LYCOMING COUNTY, ABOUT 3,500 FEET NORTH OF
 LZ0954'MILEPOST 2, AT GIRDER BRIDGE 2.64, IN THE TOP OF THE NORTHWEST
 LZ0954'BRIDGE SEAT, 39 FEET SOUTHWEST OF THE CENTER OF A DIRT-ROAD
 LZ0954'CROSSING, 36 FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD, 9
 LZ0954'FEET WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT 3 FEET
 LZ0954'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED A 68
 LZ0954'1935.
 LZ0954
 LZ0954                          STATION RECOVERY (1964)
 LZ0954
 LZ0954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LZ0954'RECOVERED IN GOOD CONDITION.
 LZ0954
 LZ0954                          STATION RECOVERY (1975)
 LZ0954
 LZ0954'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 LZ0954'RECOVERED IN GOOD CONDITION.
 LZ0954
 LZ0954                          STATION RECOVERY (1983)
 LZ0954
 LZ0954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LZ0954'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.3 KM
 LZ0954'(3.3 MI) SOUTH ALONG U.S. HIGHWAY 15 FROM THE POST OFFICE IN COGAN
 LZ0954'STATION, THENCE 0.2 KM (0.1 MI) WEST ALONG HESHBON ROAD TO MARK ON
 LZ0954'LEFT, IN THE NORTHWEST ABUTMENT OF RAILROAD BRIDGE, 10.9 METERS
 LZ0954'(36.0 FT) SOUTH OF THE CENTERLINE OF HESHBON ROAD, 2.7 METERS (9.0 FT)
 LZ0954'WEST OF THE CENTER OF RAILROAD
 LZ0954'THE MARK IS 0.91 M BELOW RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0457 ***********************************************************************
 LZ0457  DESIGNATION -  A 69
 LZ0457  PID         -  LZ0457
 LZ0457  STATE/COUNTY-  PA/SULLIVAN
 LZ0457  USGS QUAD   -  EAGLES MERE (1993)
 LZ0457
 LZ0457                         *CURRENT SURVEY CONTROL
 LZ0457  ___________________________________________________________________
 LZ0457* NAD 83(1986)-  41 26 48.     (N)    076 36 15.     (W)     SCALED    
 LZ0457* NAVD 88     -       543.494  (meters)    1783.11   (feet)  ADJUSTED  
 LZ0457  ___________________________________________________________________
 LZ0457  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 LZ0457  DYNAMIC HT  -         543.247 (meters)    1782.30  (feet)  COMP
 LZ0457  MODELED GRAV-     980,151.1   (mgal)                       NAVD 88
 LZ0457
 LZ0457  VERT ORDER  -  SECOND    CLASS 0
 LZ0457
 LZ0457.The horizontal coordinates were scaled from a topographic map and have
 LZ0457.an estimated accuracy of +/- 6 seconds.
 LZ0457
 LZ0457.The orthometric height was determined by differential leveling
 LZ0457.and adjusted by the National Geodetic Survey in June 1991..
 LZ0457
 LZ0457.The geoid height was determined by GEOID03.
 LZ0457
 LZ0457.The dynamic height is computed by dividing the NAVD 88
 LZ0457.geopotential number by the normal gravity value computed on the
 LZ0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0457.degrees latitude (g = 980.6199 gals.).
 LZ0457
 LZ0457.The modeled gravity was interpolated from observed gravity values.
 LZ0457
 LZ0457;                    North         East    Units  Estimated Accuracy
 LZ0457;SPC PA N     -   142,780.      695,740.      MT  (+/- 180 meters Scaled)
 LZ0457
 LZ0457                          SUPERSEDED SURVEY CONTROL
 LZ0457
 LZ0457  NGVD 29 (??/??/92)  543.665  (m)         1783.67   (f) ADJ UNCH    2 0
 LZ0457
 LZ0457.Superseded values are not recommended for survey control.
 LZ0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0457.See file dsdata.txt to determine how the superseded data were derived.
 LZ0457
 LZ0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL660895(NAD 83)
 LZ0457_MARKER: DB = BENCH MARK DISK
 LZ0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0457_STAMPING: A 69 1935
 LZ0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0457+STABILITY: SURFACE MOTION
 LZ0457
 LZ0457  HISTORY     - Date     Condition        Report By
 LZ0457  HISTORY     - 1935     MONUMENTED       CGS
 LZ0457  HISTORY     - 1969     MARK NOT FOUND   NGS
 LZ0457
 LZ0457                          STATION DESCRIPTION
 LZ0457
 LZ0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0457'2.3 MI S FROM FORKSVILLE.
 LZ0457'2.3 MILES SOUTH ALONG STATE HIGHWAY 154 FROM FORKSVILLE, SULLIVAN
 LZ0457'COUNTY, THENCE 2.1 MILES SOUTH ALONG STATE HIGHWAY 394, 450 FEET
 LZ0457'SOUTH OF STATION 2+00, 24 FEET EAST OF THE CENTER LINE OF THE
 LZ0457'HIGHWAY, 18 FEET NORTHEAST OF AN 18-INCH BEECH TREE, 15 FEET
 LZ0457'WEST OF A 12-INCH BEECH TREE, 12 FEET SOUTHEAST OF A 14-INCH
 LZ0457'SUGAR-MAPLE TREE, AND ABOUT 1/2 FOOT LOWER THAN THE GRADE.  A
 LZ0457'STANDARD DISK, STAMPED A 69 1935 AND SET IN THE TOP OF A CONCRETE
 LZ0457'POST PROJECTING 3 INCHES ABOVE GROUND.
 LZ0457
 LZ0457                          STATION RECOVERY (1969)
 LZ0457
 LZ0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LZ0457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0066 ***********************************************************************
 JV0066  DESIGNATION -  A 7
 JV0066  PID         -  JV0066
 JV0066  STATE/COUNTY-  PA/LANCASTER
 JV0066  USGS QUAD   -  HOLTWOOD (1990)
 JV0066
 JV0066                         *CURRENT SURVEY CONTROL
 JV0066  ___________________________________________________________________
 JV0066* NAD 83(1986)-  39 49 38.     (N)    076 19 47.     (W)     SCALED    
 JV0066* NAVD 88     -        56.412  (meters)     185.08   (feet)  ADJUSTED  
 JV0066  ___________________________________________________________________
 JV0066  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JV0066  DYNAMIC HT  -          56.384 (meters)     184.99  (feet)  COMP
 JV0066  MODELED GRAV-     980,121.9   (mgal)                       NAVD 88
 JV0066
 JV0066  VERT ORDER  -  FIRST     CLASS II
 JV0066
 JV0066.The horizontal coordinates were scaled from a topographic map and have
 JV0066.an estimated accuracy of +/- 6 seconds.
 JV0066
 JV0066.The orthometric height was determined by differential leveling
 JV0066.and adjusted by the National Geodetic Survey in June 1991..
 JV0066.WARNING-Repeat measurements at this control monument indicate possible
 JV0066.vertical movement.
 JV0066
 JV0066.The geoid height was determined by GEOID03.
 JV0066
 JV0066.The dynamic height is computed by dividing the NAVD 88
 JV0066.geopotential number by the normal gravity value computed on the
 JV0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0066.degrees latitude (g = 980.6199 gals.).
 JV0066
 JV0066.The modeled gravity was interpolated from observed gravity values.
 JV0066
 JV0066;                    North         East    Units  Estimated Accuracy
 JV0066;SPC PA S     -    55,820.      721,590.      MT  (+/- 180 meters Scaled)
 JV0066
 JV0066                          SUPERSEDED SURVEY CONTROL
 JV0066
 JV0066  NGVD 29 (??/??/??)   56.671  (m)          185.93   (f) ADJUSTED    1 2
 JV0066
 JV0066.Superseded values are not recommended for survey control.
 JV0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0066.See file dsdata.txt to determine how the superseded data were derived.
 JV0066
 JV0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK862094(NAD 83)
 JV0066_MARKER: DB = BENCH MARK DISK
 JV0066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV0066_SP_SET: GATE
 JV0066_STAMPING: A 7 1955
 JV0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV0066
 JV0066  HISTORY     - Date     Condition        Report By
 JV0066  HISTORY     - 1955     MONUMENTED       CGS
 JV0066  HISTORY     - 1979     GOOD             NGS
 JV0066
 JV0066                          STATION DESCRIPTION
 JV0066
 JV0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JV0066'AT HOLTWOOD.
 JV0066'AT HOLTWOOD, ALONG THE PENNSYLVANIA RAILROAD, ABOUT 80 YARDS
 JV0066'SOUTHEAST OF CROSSING OF ROAD LEADING TO POWER PLANT, ABOUT
 JV0066'180 YARDS SOUTHEAST OF MILE POST 25, SET VERTICALLY IN THE
 JV0066'SOUTHWEST FACE OF THE NORTHWEST HALF OF CONCRETE ABUTMENT OF AN
 JV0066'EMERGENCY FLOOD GATE, 10 FEET NORTHEAST OF NORTHEAST RAIL OF
 JV0066'NORTHEAST TRACK, ABOUT 1 1/2 FEET ABOVE GROUND AND ABOUT LEVEL
 JV0066'WITH TRACK.
 JV0066
 JV0066                          STATION RECOVERY (1979)
 JV0066
 JV0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV0066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0476 ***********************************************************************
 LZ0476  DESIGNATION -  A 70
 LZ0476  PID         -  LZ0476
 LZ0476  STATE/COUNTY-  PA/SULLIVAN
 LZ0476  USGS QUAD   -  HILLSGROVE (1995)
 LZ0476
 LZ0476                         *CURRENT SURVEY CONTROL
 LZ0476  ___________________________________________________________________
 LZ0476* NAD 83(1986)-  41 27 47.     (N)    076 38 59.     (W)     SCALED    
 LZ0476* NAVD 88     -       284.062  (meters)     931.96   (feet)  ADJUSTED  
 LZ0476  ___________________________________________________________________
 LZ0476  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 LZ0476  DYNAMIC HT  -         283.937 (meters)     931.55  (feet)  COMP
 LZ0476  MODELED GRAV-     980,176.8   (mgal)                       NAVD 88
 LZ0476
 LZ0476  VERT ORDER  -  SECOND    CLASS 0
 LZ0476
 LZ0476.The horizontal coordinates were scaled from a topographic map and have
 LZ0476.an estimated accuracy of +/- 6 seconds.
 LZ0476
 LZ0476.The orthometric height was determined by differential leveling
 LZ0476.and adjusted by the National Geodetic Survey in June 1991..
 LZ0476
 LZ0476.The geoid height was determined by GEOID03.
 LZ0476
 LZ0476.The dynamic height is computed by dividing the NAVD 88
 LZ0476.geopotential number by the normal gravity value computed on the
 LZ0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0476.degrees latitude (g = 980.6199 gals.).
 LZ0476
 LZ0476.The modeled gravity was interpolated from observed gravity values.
 LZ0476
 LZ0476;                    North         East    Units  Estimated Accuracy
 LZ0476;SPC PA N     -   144,550.      691,920.      MT  (+/- 180 meters Scaled)
 LZ0476
 LZ0476                          SUPERSEDED SURVEY CONTROL
 LZ0476
 LZ0476  NGVD 29 (??/??/92)  284.238  (m)          932.54   (f) ADJ UNCH    2 0
 LZ0476
 LZ0476.Superseded values are not recommended for survey control.
 LZ0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0476.See file dsdata.txt to determine how the superseded data were derived.
 LZ0476
 LZ0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL622914(NAD 83)
 LZ0476_MARKER: DB = BENCH MARK DISK
 LZ0476_SETTING: 66 = SET IN ROCK OUTCROP
 LZ0476_SP_SET: ROCK OUTCROP
 LZ0476_STAMPING: A 70 1935
 LZ0476_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ0476+STABILITY: POSITION/ELEVATION WELL
 LZ0476
 LZ0476  HISTORY     - Date     Condition        Report By
 LZ0476  HISTORY     - 1935     MONUMENTED       CGS
 LZ0476
 LZ0476                          STATION DESCRIPTION
 LZ0476
 LZ0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0476'4.1 MI SW FROM FORKSVILLE.
 LZ0476'4.1 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM FORKSVILLE,
 LZ0476'SULLIVAN COUNTY, 680 FEET EAST OF STATION 2+29, 30 FEET NORTH
 LZ0476'OF THE CENTER LINE OF THE HIGHWAY, 21 FEET EAST OF A 14-INCH
 LZ0476'SHAGBARK-HICKORY TREE, 12 FEET SOUTHWEST OF AN 8-INCH HEMLOCK
 LZ0476'TREE, IN THE TOP OF AN 8- BY 11-FOOT SANDSTONE OUTCROP, AND ABOUT
 LZ0476'1-1/2 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED A 70 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1382 ***********************************************************************
 LZ1382  DESIGNATION -  A 73
 LZ1382  PID         -  LZ1382
 LZ1382  STATE/COUNTY-  PA/POTTER
 LZ1382  USGS QUAD   -  SHORT RUN (1971)
 LZ1382
 LZ1382                         *CURRENT SURVEY CONTROL
 LZ1382  ___________________________________________________________________
 LZ1382* NAD 83(1986)-  41 36 50.     (N)    077 48 42.     (W)     SCALED    
 LZ1382* NAVD 88     -       563.816  (meters)    1849.79   (feet)  ADJUSTED  
 LZ1382  ___________________________________________________________________
 LZ1382  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 LZ1382  DYNAMIC HT  -         563.561 (meters)    1848.95  (feet)  COMP
 LZ1382  MODELED GRAV-     980,152.4   (mgal)                       NAVD 88
 LZ1382
 LZ1382  VERT ORDER  -  SECOND    CLASS 0
 LZ1382
 LZ1382.The horizontal coordinates were scaled from a topographic map and have
 LZ1382.an estimated accuracy of +/- 6 seconds.
 LZ1382
 LZ1382.The orthometric height was determined by differential leveling
 LZ1382.and adjusted by the National Geodetic Survey in June 1991..
 LZ1382
 LZ1382.The geoid height was determined by GEOID03.
 LZ1382
 LZ1382.The dynamic height is computed by dividing the NAVD 88
 LZ1382.geopotential number by the normal gravity value computed on the
 LZ1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1382.degrees latitude (g = 980.6199 gals.).
 LZ1382
 LZ1382.The modeled gravity was interpolated from observed gravity values.
 LZ1382
 LZ1382;                    North         East    Units  Estimated Accuracy
 LZ1382;SPC PA N     -   160,720.      594,860.      MT  (+/- 180 meters Scaled)
 LZ1382
 LZ1382                          SUPERSEDED SURVEY CONTROL
 LZ1382
 LZ1382  NGVD 29 (??/??/92)  563.944  (m)         1850.21   (f) ADJ UNCH    2 0
 LZ1382
 LZ1382.Superseded values are not recommended for survey control.
 LZ1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1382.See file dsdata.txt to determine how the superseded data were derived.
 LZ1382
 LZ1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM657107(NAD 83)
 LZ1382_MARKER: DD = SURVEY DISK
 LZ1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1382_STAMPING: A 73 1935
 LZ1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1382+STABILITY: SURFACE MOTION
 LZ1382
 LZ1382  HISTORY     - Date     Condition        Report By
 LZ1382  HISTORY     - 1935     MONUMENTED       USGS
 LZ1382  HISTORY     - 1935     GOOD             NGS
 LZ1382
 LZ1382                          STATION DESCRIPTION
 LZ1382
 LZ1382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ1382'2.1 MI S FROM CROSS FORK JUNCTION.
 LZ1382'2.1 MILES SOUTH ALONG THE JUNCTION ROAD FROM CROSS FORK JUNCTION,
 LZ1382'OPPOSITE A SHARP CURVE, AT A BED OF AN ASPARAGUS FERN, 21 FEET
 LZ1382'EAST OF THE CENTER LINE OF THE DIRT ROAD, 20 FEET SOUTH OF A
 LZ1382'MAPLE TREE WITH TWO 4-INCH TRUNKS, AND 2 FEET HIGHER THAN THE
 LZ1382'ROADWAY.  SET IN THE TOP OF A CONCRETE POST PROJECTING 9 INCHES
 LZ1382'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0893 ***********************************************************************
 KX0893  DESIGNATION -  A 75
 KX0893  PID         -  KX0893
 KX0893  STATE/COUNTY-  PA/ARMSTRONG
 KX0893  USGS QUAD   -  MOSGROVE (1993)
 KX0893
 KX0893                         *CURRENT SURVEY CONTROL
 KX0893  ___________________________________________________________________
 KX0893* NAD 83(1986)-  40 52 12.     (N)    079 28 40.     (W)     SCALED    
 KX0893* NAVD 88     -       248.032  (meters)     813.75   (feet)  ADJUSTED  
 KX0893  ___________________________________________________________________
 KX0893  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KX0893  DYNAMIC HT  -         247.910 (meters)     813.35  (feet)  COMP
 KX0893  MODELED GRAV-     980,126.6   (mgal)                       NAVD 88
 KX0893
 KX0893  VERT ORDER  -  FIRST     CLASS II
 KX0893
 KX0893.The horizontal coordinates were scaled from a topographic map and have
 KX0893.an estimated accuracy of +/- 6 seconds.
 KX0893
 KX0893.The orthometric height was determined by differential leveling
 KX0893.and adjusted by the National Geodetic Survey in June 1991..
 KX0893
 KX0893.The geoid height was determined by GEOID03.
 KX0893
 KX0893.The dynamic height is computed by dividing the NAVD 88
 KX0893.geopotential number by the normal gravity value computed on the
 KX0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0893.degrees latitude (g = 980.6199 gals.).
 KX0893
 KX0893.The modeled gravity was interpolated from observed gravity values.
 KX0893
 KX0893;                    North         East    Units  Estimated Accuracy
 KX0893;SPC PA S     -   172,050.      454,360.      MT  (+/- 180 meters Scaled)
 KX0893
 KX0893                          SUPERSEDED SURVEY CONTROL
 KX0893
 KX0893  NGVD 29 (06/03/92)  248.210  (m)          814.34   (f) ADJUSTED    1 2
 KX0893
 KX0893.Superseded values are not recommended for survey control.
 KX0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0893.See file dsdata.txt to determine how the superseded data were derived.
 KX0893
 KX0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF282254(NAD 83)
 KX0893_MARKER: DB = BENCH MARK DISK
 KX0893_SETTING: 66 = SET IN ROCK OUTCROP
 KX0893_SP_SET: ROCK OUTCROP
 KX0893_STAMPING: A 75 1935
 KX0893_MARK LOGO: CGS   
 KX0893_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX0893+STABILITY: POSITION/ELEVATION WELL
 KX0893
 KX0893  HISTORY     - Date     Condition        Report By
 KX0893  HISTORY     - 1935     MONUMENTED       CGS
 KX0893  HISTORY     - 1941     GOOD             NGS
 KX0893  HISTORY     - 1982     GOOD             NGS
 KX0893  HISTORY     - 1982     GOOD             NGS
 KX0893  HISTORY     - 1983     GOOD             NGS
 KX0893
 KX0893                          STATION DESCRIPTION
 KX0893
 KX0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX0893'AT MOSGROVE.
 KX0893'AT MOSGROVE, ARMSTRONG COUNTY, ON THE PENNSYLVANIA RAILROAD, 200
 KX0893'FEET NORTH OF THE STATION, 60 FEET NORTH OF THE CENTERLINE OF THE
 KX0893'BALTIMORE AND OHIO TRESTLE OVER THE P.R.R. TRACK, 50 FEET EAST
 KX0893'OF THE EAST TRACK OF THE P.R.R., 30 FEET EAST OF THE CENTERLINE OF
 KX0893'THE ROAD, IN THE FACE OF A ROCK OUTCROP, AND ABOUT 2 FEET ABOVE
 KX0893'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED A 75 1935 AND SET
 KX0893'VERTICALLY.
 KX0893
 KX0893                          STATION RECOVERY (1941)
 KX0893
 KX0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 KX0893'RECOVERED IN GOOD CONDITION.
 KX0893
 KX0893                          STATION RECOVERY (1982)
 KX0893
 KX0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KX0893'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 KX0893'IN MOSGROVE, ON KITTANNING, TEMPLETON RIVER ROAD AT THE CHESAPEAKE AND
 KX0893'OHIO RAILROAD BRIDGE OVER THE ALLEGHENY RIVER, SET VERTICALLY IN THE
 KX0893'WEST FACE OF A ROCK OUTCROP ON THE NORTH SIDE OF THE MASSIVE STONE
 KX0893'ABUTMENT OF THE RAILROAD BRIDGE, 15.54 METERS (51.0 FT) NORTH OF THE
 KX0893'NORTHWEST CORNER OF THE STONE ABUTMENT OF THE RAILROAD BRIDGE,
 KX0893'7.92 METERS (26.0 FT) EAST OF THE CENTER OF THE ROAD, AND 1.98 METERS
 KX0893'(6.5 FT) SOUTH OF THE NORTH END OF THE ROCK OUTCROP.
 KX0893'THE MARK IS 0.91 M ABOVE ROAD.
 KX0893
 KX0893                          STATION RECOVERY (1982)
 KX0893
 KX0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KX0893'RECOVERED IN GOOD CONDITION.
 KX0893
 KX0893                          STATION RECOVERY (1983)
 KX0893
 KX0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX0893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0983 ***********************************************************************
 MA0983  DESIGNATION -  A 76
 MA0983  PID         -  MA0983
 MA0983  STATE/COUNTY-  PA/FOREST
 MA0983  USGS QUAD   -  MARIENVILLE WEST (1973)
 MA0983
 MA0983                         *CURRENT SURVEY CONTROL
 MA0983  ___________________________________________________________________
 MA0983* NAD 83(1986)-  41 27 16.     (N)    079 10 15.     (W)     SCALED    
 MA0983* NAVD 88     -       517.385  (meters)    1697.45   (feet)  ADJUSTED  
 MA0983  ___________________________________________________________________
 MA0983  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 MA0983  DYNAMIC HT  -         517.154 (meters)    1696.70  (feet)  COMP
 MA0983  MODELED GRAV-     980,161.0   (mgal)                       NAVD 88
 MA0983
 MA0983  VERT ORDER  -  SECOND    CLASS 0
 MA0983
 MA0983.The horizontal coordinates were scaled from a topographic map and have
 MA0983.an estimated accuracy of +/- 6 seconds.
 MA0983
 MA0983.The orthometric height was determined by differential leveling
 MA0983.and adjusted by the National Geodetic Survey in June 1991..
 MA0983
 MA0983.The geoid height was determined by GEOID03.
 MA0983
 MA0983.The dynamic height is computed by dividing the NAVD 88
 MA0983.geopotential number by the normal gravity value computed on the
 MA0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0983.degrees latitude (g = 980.6199 gals.).
 MA0983
 MA0983.The modeled gravity was interpolated from observed gravity values.
 MA0983
 MA0983;                    North         East    Units  Estimated Accuracy
 MA0983;SPC PA N     -   143,990.      481,290.      MT  (+/- 180 meters Scaled)
 MA0983
 MA0983                          SUPERSEDED SURVEY CONTROL
 MA0983
 MA0983  NGVD 29 (??/??/92)  517.522  (m)         1697.90   (f) ADJ UNCH    2 0
 MA0983
 MA0983.Superseded values are not recommended for survey control.
 MA0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0983.See file dsdata.txt to determine how the superseded data were derived.
 MA0983
 MA0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF527908(NAD 83)
 MA0983_MARKER: DB = BENCH MARK DISK
 MA0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0983_STAMPING: A 76 1935
 MA0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0983+STABILITY: SURFACE MOTION
 MA0983
 MA0983  HISTORY     - Date     Condition        Report By
 MA0983  HISTORY     - 1935     MONUMENTED       CGS
 MA0983  HISTORY     - 1970     GOOD             NGS
 MA0983
 MA0983                          STATION DESCRIPTION
 MA0983
 MA0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MA0983'3.2 MI S FROM MARIENVILLE.
 MA0983'ABOUT 3.2 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0983'FROM THE STATION AT MARIENVILLE, FOREST COUNTY, ABOUT 57 FEET
 MA0983'NORTHEAST OF POLE 118+08, ABOUT 57 FEET SOUTHWEST OF THE CENTER
 MA0983'OF THE CROSSING OF DIRT AND MACADAM ROADS, ABOUT 54 FEET SOUTH
 MA0983'OF THE CENTER LINE OF THE MACADAM ROAD, 24 FEET WEST OF THE
 MA0983'CENTER LINE OF THE DIRT ROAD, 48 FEET SOUTH OF THE CENTER OF
 MA0983'A MACADAM ROAD CROSSING, 24 FEET EAST OF THE EAST RAIL, AND
 MA0983'ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 MA0983'A 76 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 MA0983'1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0739 ***********************************************************************
 MA0739  DESIGNATION -  A 77
 MA0739  PID         -  MA0739
 MA0739  STATE/COUNTY-  PA/ELK
 MA0739  USGS QUAD   -  RUSSELL CITY (1983)
 MA0739
 MA0739                         *CURRENT SURVEY CONTROL
 MA0739  ___________________________________________________________________
 MA0739* NAD 83(1986)-  41 34 16.     (N)    078 54 22.     (W)     SCALED    
 MA0739* NAVD 88     -       583.310  (meters)    1913.74   (feet)  ADJUSTED  
 MA0739  ___________________________________________________________________
 MA0739  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 MA0739  DYNAMIC HT  -         583.050 (meters)    1912.89  (feet)  COMP
 MA0739  MODELED GRAV-     980,157.3   (mgal)                       NAVD 88
 MA0739
 MA0739  VERT ORDER  -  SECOND    CLASS 0
 MA0739
 MA0739.The horizontal coordinates were scaled from a topographic map and have
 MA0739.an estimated accuracy of +/- 6 seconds.
 MA0739
 MA0739.The orthometric height was determined by differential leveling
 MA0739.and adjusted by the National Geodetic Survey in June 1991..
 MA0739
 MA0739.The geoid height was determined by GEOID03.
 MA0739
 MA0739.The dynamic height is computed by dividing the NAVD 88
 MA0739.geopotential number by the normal gravity value computed on the
 MA0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0739.degrees latitude (g = 980.6199 gals.).
 MA0739
 MA0739.The modeled gravity was interpolated from observed gravity values.
 MA0739
 MA0739;                    North         East    Units  Estimated Accuracy
 MA0739;SPC PA N     -   156,610.      503,580.      MT  (+/- 180 meters Scaled)
 MA0739
 MA0739                          SUPERSEDED SURVEY CONTROL
 MA0739
 MA0739  NGVD 29 (??/??/92)  583.426  (m)         1914.12   (f) ADJ UNCH    2 0
 MA0739
 MA0739.Superseded values are not recommended for survey control.
 MA0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0739.See file dsdata.txt to determine how the superseded data were derived.
 MA0739
 MA0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG745042(NAD 83)
 MA0739_MARKER: DB = BENCH MARK DISK
 MA0739_SETTING: 66 = SET IN ROCK OUTCROP
 MA0739_SP_SET: ROCK OUTCROP
 MA0739_STAMPING: A 77 1935
 MA0739_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA0739+STABILITY: POSITION/ELEVATION WELL
 MA0739
 MA0739  HISTORY     - Date     Condition        Report By
 MA0739  HISTORY     - 1935     MONUMENTED       CGS
 MA0739  HISTORY     - 1950     GOOD             NGS
 MA0739  HISTORY     - 20040816 MARK NOT FOUND   USPSQD
 MA0739
 MA0739                          STATION DESCRIPTION
 MA0739
 MA0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0739'0.1 MI E FROM RUSSELL CITY.
 MA0739'ABOUT 0.1 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MA0739'THE STATION AT RUSSELL CITY, ELK COUNTY, ABOUT 60 FEET SOUTH OF
 MA0739'POLE 140+28, ABOUT 75 FEET SOUTH OF THE SOUTH RAIL, 25 FEET
 MA0739'SOUTHWEST OF A 6-INCH MAPLE TREE BETWEEN CLEFT ROCK, 21 FEET
 MA0739'SOUTHEAST OF THE SOUTH CORNER OF A METAL SHED, IN THE TOP OF A
 MA0739'12-FOOT SQUARE ROCK OUTCROP, ABOUT 3 FEET HIGHER THAN THE TRACK,
 MA0739'AND ABOUT 1 FOOT ABOVE GROUND.  A STANDARD DISK, STAMPED A 77
 MA0739'1935.
 MA0739
 MA0739                          STATION RECOVERY (1950)
 MA0739
 MA0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MA0739'RECOVERED IN GOOD CONDITION.
 MA0739
 MA0739                          STATION RECOVERY (2004)
 MA0739
 MA0739'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0739'RUSSELL CITY RAILROAD STATION WAS ABANDONED AND REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0790 ***********************************************************************
 MA0790  DESIGNATION -  A 78
 MA0790  PID         -  MA0790
 MA0790  STATE/COUNTY-  PA/FOREST
 MA0790  USGS QUAD   -  RUSSELL CITY (1983)
 MA0790
 MA0790                         *CURRENT SURVEY CONTROL
 MA0790  ___________________________________________________________________
 MA0790* NAD 83(1986)-  41 35 20.     (N)    078 58 57.     (W)     SCALED    
 MA0790* NAVD 88     -       556.684  (meters)    1826.39   (feet)  ADJUSTED  
 MA0790  ___________________________________________________________________
 MA0790  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 MA0790  DYNAMIC HT  -         556.444 (meters)    1825.60  (feet)  COMP
 MA0790  MODELED GRAV-     980,172.7   (mgal)                       NAVD 88
 MA0790
 MA0790  VERT ORDER  -  SECOND    CLASS 0
 MA0790
 MA0790.The horizontal coordinates were scaled from a topographic map and have
 MA0790.an estimated accuracy of +/- 6 seconds.
 MA0790
 MA0790.The orthometric height was determined by differential leveling
 MA0790.and adjusted by the National Geodetic Survey in June 1991..
 MA0790
 MA0790.The geoid height was determined by GEOID03.
 MA0790
 MA0790.The dynamic height is computed by dividing the NAVD 88
 MA0790.geopotential number by the normal gravity value computed on the
 MA0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0790.degrees latitude (g = 980.6199 gals.).
 MA0790
 MA0790.The modeled gravity was interpolated from observed gravity values.
 MA0790
 MA0790;                    North         East    Units  Estimated Accuracy
 MA0790;SPC PA N     -   158,680.      497,240.      MT  (+/- 180 meters Scaled)
 MA0790
 MA0790                          SUPERSEDED SURVEY CONTROL
 MA0790
 MA0790  NGVD 29 (??/??/92)  556.812  (m)         1826.81   (f) ADJ UNCH    2 0
 MA0790
 MA0790.Superseded values are not recommended for survey control.
 MA0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0790.See file dsdata.txt to determine how the superseded data were derived.
 MA0790
 MA0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG681060(NAD 83)
 MA0790_MARKER: DB = BENCH MARK DISK
 MA0790_SETTING: 66 = SET IN ROCK OUTCROP
 MA0790_SP_SET: ROCK OUTCROP
 MA0790_STAMPING: A 78 1935
 MA0790_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA0790+STABILITY: POSITION/ELEVATION WELL
 MA0790
 MA0790  HISTORY     - Date     Condition        Report By
 MA0790  HISTORY     - 1935     MONUMENTED       CGS
 MA0790  HISTORY     - 1936     GOOD             NGS
 MA0790
 MA0790                          STATION DESCRIPTION
 MA0790
 MA0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0790'0.8 MI N FROM SHEFFIELD JUNCTION.
 MA0790'ABOUT 0.8 MILE NORTH ALONG THE TIONESTA VALLEY RAILWAY FROM THE
 MA0790'STATION AT SHEFFIELD JUNCTION, FOREST COUNTY, 37 FEET EAST OF
 MA0790'A POLE, 21 FEET EAST OF THE EAST RAIL, IN THE TOP OF ROCK
 MA0790'OUTCROP, AND ABOUT 3 FEET HIGHER THAN THE TRACK.  A STANDARD
 MA0790'DISK, STAMPED A 78 1935.
 MA0790
 MA0790                          STATION RECOVERY (1936)
 MA0790
 MA0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 MA0790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0955 ***********************************************************************
 MA0955  DESIGNATION -  A 79
 MA0955  PID         -  MA0955
 MA0955  STATE/COUNTY-  PA/FOREST
 MA0955  USGS QUAD   -  KELLETTVILLE (1973)
 MA0955
 MA0955                         *CURRENT SURVEY CONTROL
 MA0955  ___________________________________________________________________
 MA0955* NAD 83(1986)-  41 30 21.     (N)    079 19 13.     (W)     SCALED    
 MA0955* NAVD 88     -       345.654  (meters)    1134.03   (feet)  ADJUSTED  
 MA0955  ___________________________________________________________________
 MA0955  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 MA0955  DYNAMIC HT  -         345.498 (meters)    1133.52  (feet)  COMP
 MA0955  MODELED GRAV-     980,161.4   (mgal)                       NAVD 88
 MA0955
 MA0955  VERT ORDER  -  SECOND    CLASS 0
 MA0955
 MA0955.The horizontal coordinates were scaled from a topographic map and have
 MA0955.an estimated accuracy of +/- 6 seconds.
 MA0955
 MA0955.The orthometric height was determined by differential leveling
 MA0955.and adjusted by the National Geodetic Survey in June 1991..
 MA0955
 MA0955.The geoid height was determined by GEOID03.
 MA0955
 MA0955.The dynamic height is computed by dividing the NAVD 88
 MA0955.geopotential number by the normal gravity value computed on the
 MA0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0955.degrees latitude (g = 980.6199 gals.).
 MA0955
 MA0955.The modeled gravity was interpolated from observed gravity values.
 MA0955
 MA0955;                    North         East    Units  Estimated Accuracy
 MA0955;SPC PA N     -   149,910.      468,910.      MT  (+/- 180 meters Scaled)
 MA0955
 MA0955                          SUPERSEDED SURVEY CONTROL
 MA0955
 MA0955  NGVD 29 (??/??/92)  345.818  (m)         1134.57   (f) ADJ UNCH    2 0
 MA0955
 MA0955.Superseded values are not recommended for survey control.
 MA0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0955.See file dsdata.txt to determine how the superseded data were derived.
 MA0955
 MA0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF401962(NAD 83)
 MA0955_MARKER: DB = BENCH MARK DISK
 MA0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0955_STAMPING: A 79 1935
 MA0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0955+STABILITY: SURFACE MOTION
 MA0955
 MA0955  HISTORY     - Date     Condition        Report By
 MA0955  HISTORY     - 1935     MONUMENTED       CGS
 MA0955
 MA0955                          STATION DESCRIPTION
 MA0955
 MA0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0955'2.9 MI SW FROM NEWTOWN MILLS.
 MA0955'ABOUT 2.9 MILES SOUTHWEST ALONG STATE HIGHWAY 666 FROM NEWTOWN
 MA0955'MILLS, FOREST COUNTY, ABOUT 950 FEET SOUTHWEST OF STATION 2+90, 36
 MA0955'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 35 FEET
 MA0955'NORTHEAST OF POLE 293, AND ABOUT 1 FOOT HIGHER THAN THE
 MA0955'ROADWAY.  A STANDARD DISK, STAMPED A 79 1935 AND SET IN THE
 MA0955'TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1164 ***********************************************************************
 LZ1164  DESIGNATION -  A 80
 LZ1164  PID         -  LZ1164
 LZ1164  STATE/COUNTY-  PA/LYCOMING
 LZ1164  USGS QUAD   -  WHITE PINE (1986)
 LZ1164
 LZ1164                         *CURRENT SURVEY CONTROL
 LZ1164  ___________________________________________________________________
 LZ1164* NAD 83(1986)-  41 29 39.     (N)    077 08 52.     (W)     SCALED    
 LZ1164* NAVD 88     -       393.164  (meters)    1289.91   (feet)  ADJUSTED  
 LZ1164  ___________________________________________________________________
 LZ1164  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 LZ1164  DYNAMIC HT  -         392.985 (meters)    1289.32  (feet)  COMP
 LZ1164  MODELED GRAV-     980,158.3   (mgal)                       NAVD 88
 LZ1164
 LZ1164  VERT ORDER  -  SECOND    CLASS 0
 LZ1164
 LZ1164.The horizontal coordinates were scaled from a topographic map and have
 LZ1164.an estimated accuracy of +/- 6 seconds.
 LZ1164
 LZ1164.The orthometric height was determined by differential leveling
 LZ1164.and adjusted by the National Geodetic Survey in June 1991..
 LZ1164
 LZ1164.The geoid height was determined by GEOID03.
 LZ1164
 LZ1164.The dynamic height is computed by dividing the NAVD 88
 LZ1164.geopotential number by the normal gravity value computed on the
 LZ1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1164.degrees latitude (g = 980.6199 gals.).
 LZ1164
 LZ1164.The modeled gravity was interpolated from observed gravity values.
 LZ1164
 LZ1164;                    North         East    Units  Estimated Accuracy
 LZ1164;SPC PA N     -   147,600.      650,290.      MT  (+/- 180 meters Scaled)
 LZ1164
 LZ1164                          SUPERSEDED SURVEY CONTROL
 LZ1164
 LZ1164  NGVD 29 (??/??/92)  393.35   (m)         1290.5    (f) COMPUTED    2 0
 LZ1164
 LZ1164.Superseded values are not recommended for survey control.
 LZ1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1164.See file dsdata.txt to determine how the superseded data were derived.
 LZ1164
 LZ1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL207958(NAD 83)
 LZ1164_MARKER: DB = BENCH MARK DISK
 LZ1164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1164_SP_SET: CATCH BASIN
 LZ1164_STAMPING: A 80
 LZ1164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1164
 LZ1164  HISTORY     - Date     Condition        Report By
 LZ1164  HISTORY     - UNK      MONUMENTED       CGS
 LZ1164  HISTORY     - 1935     GOOD             NGS
 LZ1164  HISTORY     - 1941     GOOD             NGS
 LZ1164
 LZ1164                          STATION DESCRIPTION
 LZ1164
 LZ1164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ1164'0.8 MI SW FROM BUTTONWOOD.
 LZ1164'0.8 MILES SOUTHWEST OF BUTTONWOOD ON HIGHWAY U.S. 111, AT
 LZ1164'INTERSECTION OF HIGHWAY 284, AT HIGHWAY STATION 5/17+87, 57 FEET
 LZ1164'SOUTH OF INTERSECTION OF CENTER LINES OF U.S. 15 AND 284, 18 FEET
 LZ1164'EAST OF CENTERLINE OF HIGHWAY U.S. 15, IN EAST CONCRETE HEADWALL
 LZ1164'OF CATCH BASIN AND 12 IN PIPE CULVERT, LEVEL WITH TOP OF HIGHWAY
 LZ1164'U.S. 111, 8 IN ABOVE GROUND.
 LZ1164
 LZ1164                          STATION RECOVERY (1941)
 LZ1164
 LZ1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LZ1164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1165 ***********************************************************************
 LZ1165  DESIGNATION -  A 80 RESET 1935
 LZ1165  PID         -  LZ1165
 LZ1165  STATE/COUNTY-  PA/LYCOMING
 LZ1165  USGS QUAD   -  WHITE PINE (1986)
 LZ1165
 LZ1165                         *CURRENT SURVEY CONTROL
 LZ1165  ___________________________________________________________________
 LZ1165* NAD 83(1986)-  41 29 39.     (N)    077 08 52.     (W)     SCALED    
 LZ1165* NAVD 88     -       392.839  (meters)    1288.84   (feet)  ADJUSTED  
 LZ1165  ___________________________________________________________________
 LZ1165  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 LZ1165  DYNAMIC HT  -         392.660 (meters)    1288.25  (feet)  COMP
 LZ1165  MODELED GRAV-     980,158.3   (mgal)                       NAVD 88
 LZ1165
 LZ1165  VERT ORDER  -  SECOND    CLASS 0
 LZ1165
 LZ1165.The horizontal coordinates were scaled from a topographic map and have
 LZ1165.an estimated accuracy of +/- 6 seconds.
 LZ1165
 LZ1165.The orthometric height was determined by differential leveling
 LZ1165.and adjusted by the National Geodetic Survey in June 1991..
 LZ1165
 LZ1165.The geoid height was determined by GEOID03.
 LZ1165
 LZ1165.The dynamic height is computed by dividing the NAVD 88
 LZ1165.geopotential number by the normal gravity value computed on the
 LZ1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1165.degrees latitude (g = 980.6199 gals.).
 LZ1165
 LZ1165.The modeled gravity was interpolated from observed gravity values.
 LZ1165
 LZ1165;                    North         East    Units  Estimated Accuracy
 LZ1165;SPC PA N     -   147,600.      650,290.      MT  (+/- 180 meters Scaled)
 LZ1165
 LZ1165                          SUPERSEDED SURVEY CONTROL
 LZ1165
 LZ1165  NGVD 29 (??/??/92)  393.021  (m)         1289.44   (f) ADJ UNCH    2 0
 LZ1165
 LZ1165.Superseded values are not recommended for survey control.
 LZ1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1165.See file dsdata.txt to determine how the superseded data were derived.
 LZ1165
 LZ1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL207958(NAD 83)
 LZ1165_MARKER: DB = BENCH MARK DISK
 LZ1165_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1165_SP_SET: CULVERT
 LZ1165_STAMPING: A 80 1935 RESET 1935
 LZ1165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1165
 LZ1165  HISTORY     - Date     Condition        Report By
 LZ1165  HISTORY     - 1935     MONUMENTED       CGS
 LZ1165  HISTORY     - 1968     GOOD             NGS
 LZ1165
 LZ1165                          STATION DESCRIPTION
 LZ1165
 LZ1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ1165'5.4 MI S FROM LIBERTY.
 LZ1165'ABOUT 5.4 MILES SOUTH ALONG U.S. HIGHWAY 15 FROM THE POST OFFICE
 LZ1165'IN LIBERTY, SET IN THE TOP OF THE APPROXIMATE CENTER OF THE
 LZ1165'FRONTWALL OF A BOX CULVERT, 56 FEET SOUTHEAST OF THE JUNCTION OF
 LZ1165'STATE HIGHWAY 284, 23 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 LZ1165'15, AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1493 ***********************************************************************
 JU1493  DESIGNATION -  A 80 USGS
 JU1493  PID         -  JU1493
 JU1493  STATE/COUNTY-  PA/CHESTER
 JU1493  USGS QUAD   -  COATESVILLE (1997)
 JU1493
 JU1493                         *CURRENT SURVEY CONTROL
 JU1493  ___________________________________________________________________
 JU1493* NAD 83(1986)-  39 56 23.     (N)    075 46 34.     (W)     SCALED    
 JU1493* NAVD 88     -        75.364  (meters)     247.26   (feet)  ADJUSTED  
 JU1493  ___________________________________________________________________
 JU1493  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JU1493  DYNAMIC HT  -          75.327 (meters)     247.14  (feet)  COMP
 JU1493  MODELED GRAV-     980,135.7   (mgal)                       NAVD 88
 JU1493
 JU1493  VERT ORDER  -  SECOND    CLASS 0
 JU1493
 JU1493.The horizontal coordinates were scaled from a topographic map and have
 JU1493.an estimated accuracy of +/- 6 seconds.
 JU1493
 JU1493.The orthometric height was determined by differential leveling
 JU1493.and adjusted by the National Geodetic Survey in June 1991..
 JU1493
 JU1493.The geoid height was determined by GEOID03.
 JU1493
 JU1493.The dynamic height is computed by dividing the NAVD 88
 JU1493.geopotential number by the normal gravity value computed on the
 JU1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1493.degrees latitude (g = 980.6199 gals.).
 JU1493
 JU1493.The modeled gravity was interpolated from observed gravity values.
 JU1493
 JU1493;                    North         East    Units  Estimated Accuracy
 JU1493;SPC PA S     -    69,220.      768,690.      MT  (+/- 180 meters Scaled)
 JU1493
 JU1493                          SUPERSEDED SURVEY CONTROL
 JU1493
 JU1493  NGVD 29 (??/??/??)   75.650  (m)          248.19   (f) ADJUSTED    2 0
 JU1493
 JU1493.Superseded values are not recommended for survey control.
 JU1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1493.See file dsdata.txt to determine how the superseded data were derived.
 JU1493
 JU1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK336213(NAD 83)
 JU1493_MARKER: DD = SURVEY DISK
 JU1493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1493_SP_SET: BRIDGE
 JU1493_STAMPING: PENNSYLVANIA A 80
 JU1493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1493
 JU1493  HISTORY     - Date     Condition        Report By
 JU1493  HISTORY     - UNK      MONUMENTED       USGS
 JU1493  HISTORY     - 1935     GOOD             CGS
 JU1493
 JU1493                          STATION DESCRIPTION
 JU1493
 JU1493'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU1493'0.4 MI N FROM LAUREL.
 JU1493'0.4 MILE NORTH ALONG THE READING RAILWAY FROM THE STATION AT
 JU1493'LAUREL, CHESTER COUNTY, AT TELEPHONE POLE 28/16, AT CONCRETE
 JU1493'BRIDGE 28.43, AND IN THE TOP OF THE SOUTH END OF THE EAST
 JU1493'PARAPET.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 JU1493'STAMPED PENNSYLVANIA A 80.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0501 ***********************************************************************
 LZ0501  DESIGNATION -  A 81
 LZ0501  PID         -  LZ0501
 LZ0501  STATE/COUNTY-  PA/BRADFORD
 LZ0501  USGS QUAD   -  TROY (1983)
 LZ0501
 LZ0501                         *CURRENT SURVEY CONTROL
 LZ0501  ___________________________________________________________________
 LZ0501* NAD 83(1986)-  41 46 00.     (N)    076 47 11.     (W)     SCALED    
 LZ0501* NAVD 88     -       362.802  (meters)    1190.29   (feet)  ADJUSTED  
 LZ0501  ___________________________________________________________________
 LZ0501  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 LZ0501  DYNAMIC HT  -         362.651 (meters)    1189.80  (feet)  COMP
 LZ0501  MODELED GRAV-     980,196.8   (mgal)                       NAVD 88
 LZ0501
 LZ0501  VERT ORDER  -  SECOND    CLASS 0
 LZ0501
 LZ0501.The horizontal coordinates were scaled from a topographic map and have
 LZ0501.an estimated accuracy of +/- 6 seconds.
 LZ0501
 LZ0501.The orthometric height was determined by differential leveling
 LZ0501.and adjusted by the National Geodetic Survey in June 1991..
 LZ0501
 LZ0501.The geoid height was determined by GEOID03.
 LZ0501
 LZ0501.The dynamic height is computed by dividing the NAVD 88
 LZ0501.geopotential number by the normal gravity value computed on the
 LZ0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0501.degrees latitude (g = 980.6199 gals.).
 LZ0501
 LZ0501.The modeled gravity was interpolated from observed gravity values.
 LZ0501
 LZ0501;                    North         East    Units  Estimated Accuracy
 LZ0501;SPC PA N     -   178,130.      680,120.      MT  (+/- 180 meters Scaled)
 LZ0501
 LZ0501                          SUPERSEDED SURVEY CONTROL
 LZ0501
 LZ0501  NGVD 29 (??/??/92)  362.944  (m)         1190.76   (f) ADJ UNCH    2 0
 LZ0501
 LZ0501.Superseded values are not recommended for survey control.
 LZ0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0501.See file dsdata.txt to determine how the superseded data were derived.
 LZ0501
 LZ0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM515254(NAD 83)
 LZ0501_MARKER: DB = BENCH MARK DISK
 LZ0501_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0501_SP_SET: TOWER FOUNDATION
 LZ0501_STAMPING: A 81 1935
 LZ0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0501
 LZ0501  HISTORY     - Date     Condition        Report By
 LZ0501  HISTORY     - 1935     MONUMENTED       CGS
 LZ0501
 LZ0501                          STATION DESCRIPTION
 LZ0501
 LZ0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0501'1.1 MI S FROM TROY.
 LZ0501'1.1 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM TROY,
 LZ0501'BRADFORD COUNTY, AT A SWITCH TOWER, IN THE EAST END OF THE
 LZ0501'FOUNDATION WALL, ABOUT 25 FEET NORTH OF A DIRT-ROAD CROSSING, 10
 LZ0501'FEET WEST OF THE WEST RAIL, AND ABOUT 2 FEET HIGHER THAN THE
 LZ0501'GROUND.  A STANDARD DISK, STAMPED A 81 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0600 ***********************************************************************
 LZ0600  DESIGNATION -  A 82
 LZ0600  PID         -  LZ0600
 LZ0600  STATE/COUNTY-  PA/BRADFORD
 LZ0600  USGS QUAD   -  LEROY (1983)
 LZ0600
 LZ0600                         *CURRENT SURVEY CONTROL
 LZ0600  ___________________________________________________________________
 LZ0600* NAD 83(1986)-  41 39 20.     (N)    076 41 17.     (W)     SCALED    
 LZ0600* NAVD 88     -       631.239  (meters)    2070.99   (feet)  ADJUSTED  
 LZ0600  ___________________________________________________________________
 LZ0600  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 LZ0600  DYNAMIC HT  -         630.970 (meters)    2070.11  (feet)  COMP
 LZ0600  MODELED GRAV-     980,175.6   (mgal)                       NAVD 88
 LZ0600
 LZ0600  VERT ORDER  -  SECOND    CLASS 0
 LZ0600
 LZ0600.The horizontal coordinates were scaled from a topographic map and have
 LZ0600.an estimated accuracy of +/- 6 seconds.
 LZ0600
 LZ0600.The orthometric height was determined by differential leveling
 LZ0600.and adjusted by the National Geodetic Survey in June 1991..
 LZ0600
 LZ0600.The geoid height was determined by GEOID03.
 LZ0600
 LZ0600.The dynamic height is computed by dividing the NAVD 88
 LZ0600.geopotential number by the normal gravity value computed on the
 LZ0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0600.degrees latitude (g = 980.6199 gals.).
 LZ0600
 LZ0600.The modeled gravity was interpolated from observed gravity values.
 LZ0600
 LZ0600;                    North         East    Units  Estimated Accuracy
 LZ0600;SPC PA N     -   165,890.      688,450.      MT  (+/- 180 meters Scaled)
 LZ0600
 LZ0600                          SUPERSEDED SURVEY CONTROL
 LZ0600
 LZ0600  NGVD 29 (??/??/92)  631.430  (m)         2071.62   (f) ADJ UNCH    2 0
 LZ0600
 LZ0600.Superseded values are not recommended for survey control.
 LZ0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0600.See file dsdata.txt to determine how the superseded data were derived.
 LZ0600
 LZ0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM594129(NAD 83)
 LZ0600_MARKER: DB = BENCH MARK DISK
 LZ0600_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0600_SP_SET: CHIMNEY
 LZ0600_STAMPING: A 82 1935
 LZ0600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0600
 LZ0600  HISTORY     - Date     Condition        Report By
 LZ0600  HISTORY     - 1935     MONUMENTED       CGS
 LZ0600
 LZ0600                          STATION DESCRIPTION
 LZ0600
 LZ0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0600'2.5 MI SE FROM LE ROY.
 LZ0600'2.5 MILES SOUTHEAST ALONG TOWNSHIP ROAD 326 FROM LE ROY, BRADFORD
 LZ0600'COUNTY, THENCE ABOUT 0.2 MILE SOUTHEAST ALONG TRUCK TRAIL 13,
 LZ0600'ABOUT 0.9 MILE NORTHEAST OF THE GAME REFUGE KEEPER HOUSE AT SUNFISH
 LZ0600'POND, AT LITTLE BEAR CAMP, ABOUT 120 FEET NORTH OF THE CENTER
 LZ0600'LINE OF THE TRAIL, 20 FEET WEST OF THE SOUTHEAST CORNER OF A
 LZ0600'HOUSE, IN THE SOUTH WALL OF A FIELD-STONE CHIMNEY, 3 FEET WEST
 LZ0600'OF THE SOUTHEAST CORNER, AND ABOUT 4 FEET ABOVE GROUND.  A
 LZ0600'STANDARD DISK, STAMPED A 82 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0064 ***********************************************************************
 MB0064  DESIGNATION -  A 85
 MB0064  PID         -  MB0064
 MB0064  STATE/COUNTY-  PA/CRAWFORD
 MB0064  USGS QUAD   -  COCHRANTON (1973)
 MB0064
 MB0064                         *CURRENT SURVEY CONTROL
 MB0064  ___________________________________________________________________
 MB0064* NAD 83(1986)-  41 31 06.     (N)    080 03 13.     (W)     SCALED    
 MB0064* NAVD 88     -       325.570  (meters)    1068.14   (feet)  ADJUSTED  
 MB0064  ___________________________________________________________________
 MB0064  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 MB0064  DYNAMIC HT  -         325.434 (meters)    1067.69  (feet)  COMP
 MB0064  MODELED GRAV-     980,194.3   (mgal)                       NAVD 88
 MB0064
 MB0064  VERT ORDER  -  SECOND    CLASS 0
 MB0064
 MB0064.The horizontal coordinates were scaled from a topographic map and have
 MB0064.an estimated accuracy of +/- 6 seconds.
 MB0064
 MB0064.The orthometric height was determined by differential leveling
 MB0064.and adjusted by the National Geodetic Survey in June 1991..
 MB0064
 MB0064.The geoid height was determined by GEOID03.
 MB0064
 MB0064.The dynamic height is computed by dividing the NAVD 88
 MB0064.geopotential number by the normal gravity value computed on the
 MB0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0064.degrees latitude (g = 980.6199 gals.).
 MB0064
 MB0064.The modeled gravity was interpolated from observed gravity values.
 MB0064
 MB0064;                    North         East    Units  Estimated Accuracy
 MB0064;SPC PA N     -   152,670.      407,740.      MT  (+/- 180 meters Scaled)
 MB0064
 MB0064                          SUPERSEDED SURVEY CONTROL
 MB0064
 MB0064  NGVD 29 (??/??/92)  325.746  (m)         1068.72   (f) ADJ UNCH    2 0
 MB0064
 MB0064.Superseded values are not recommended for survey control.
 MB0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0064.See file dsdata.txt to determine how the superseded data were derived.
 MB0064
 MB0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF789967(NAD 83)
 MB0064_MARKER: DB = BENCH MARK DISK
 MB0064_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0064_SP_SET: BRIDGE
 MB0064_STAMPING: A 85 1935
 MB0064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0064
 MB0064  HISTORY     - Date     Condition        Report By
 MB0064  HISTORY     - 1935     MONUMENTED       CGS
 MB0064  HISTORY     - 1940     GOOD             NGS
 MB0064  HISTORY     - 1967     GOOD             NGS
 MB0064
 MB0064                          STATION DESCRIPTION
 MB0064
 MB0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 MB0064'AT COCHRANTON.
 MB0064'AT COCHRANTON, ON STATE HIGHWAY 78, 155 FEET WEST OF THE CROSSING
 MB0064'OF THE ERIE RAILROAD, AT A 320-FOOT DOUBLE SPAN BRIDGE OVER
 MB0064'FRENCH CREEK, IN THE SOUTH END OF THE EAST BACK WALL, 15 FEET
 MB0064'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 8 INCHES HIGHER
 MB0064'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED A 85 1935.
 MB0064
 MB0064                          STATION RECOVERY (1967)
 MB0064
 MB0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MB0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1547 ***********************************************************************
 MA1547  DESIGNATION -  A 86
 MA1547  PID         -  MA1547
 MA1547  STATE/COUNTY-  PA/VENANGO
 MA1547  USGS QUAD   -  TITUSVILLE SOUTH (1977)
 MA1547
 MA1547                         *CURRENT SURVEY CONTROL
 MA1547  ___________________________________________________________________
 MA1547* NAD 83(1986)-  41 36 45.     (N)    079 39 25.     (W)     SCALED    
 MA1547* NAVD 88     -       354.029  (meters)    1161.51   (feet)  ADJUSTED  
 MA1547  ___________________________________________________________________
 MA1547  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 MA1547  DYNAMIC HT  -         353.878 (meters)    1161.01  (feet)  COMP
 MA1547  MODELED GRAV-     980,184.7   (mgal)                       NAVD 88
 MA1547
 MA1547  VERT ORDER  -  SECOND    CLASS 0
 MA1547
 MA1547.The horizontal coordinates were scaled from a topographic map and have
 MA1547.an estimated accuracy of +/- 6 seconds.
 MA1547
 MA1547.The orthometric height was determined by differential leveling
 MA1547.and adjusted by the National Geodetic Survey in June 1991..
 MA1547
 MA1547.The geoid height was determined by GEOID03.
 MA1547
 MA1547.The dynamic height is computed by dividing the NAVD 88
 MA1547.geopotential number by the normal gravity value computed on the
 MA1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1547.degrees latitude (g = 980.6199 gals.).
 MA1547
 MA1547.The modeled gravity was interpolated from observed gravity values.
 MA1547
 MA1547;                    North         East    Units  Estimated Accuracy
 MA1547;SPC PA N     -   162,320.      441,070.      MT  (+/- 180 meters Scaled)
 MA1547
 MA1547                          SUPERSEDED SURVEY CONTROL
 MA1547
 MA1547  NGVD 29 (??/??/92)  354.193  (m)         1162.05   (f) ADJ UNCH    2 0
 MA1547
 MA1547.Superseded values are not recommended for survey control.
 MA1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1547.See file dsdata.txt to determine how the superseded data were derived.
 MA1547
 MA1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG119076(NAD 83)
 MA1547_MARKER: DB = BENCH MARK DISK
 MA1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1547_STAMPING: A 86 1935
 MA1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1547+STABILITY: SURFACE MOTION
 MA1547
 MA1547  HISTORY     - Date     Condition        Report By
 MA1547  HISTORY     - 1935     MONUMENTED       CGS
 MA1547  HISTORY     - 1944     GOOD             NGS
 MA1547
 MA1547                          STATION DESCRIPTION
 MA1547
 MA1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA1547'1.4 MI S FROM TITUSVILLE.
 MA1547'IN VENANGO COUNTY, ABOUT 1.4 MILES SOUTH ALONG THE PENNSYLVANIA
 MA1547'RAILROAD FROM THE STATION AT TITUSVILLE, CRAWFORD COUNTY, AT
 MA1547'DRAKE WELL MEMORIAL PARK, 40 FEET NORTHWEST OF THE CENTER LINE
 MA1547'OF A ROAD LEADING TO THE PARK, 36 FEET NORTHEAST OF A 10-FOOT
 MA1547'MASONRY DAM OUTLET OF A SMALL POND, 15 FEET NORTHEAST OF A TREE
 MA1547'WITH FOUR 6-INCH TRUNKS, 9 FEET WEST OF THE CENTER LINE OF A
 MA1547'CINDER PATH, AND AMONG SHRUBBERY.  A STANDARD DISK, STAMPED A
 MA1547'86 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 MA1547'2 INCHES ABOVE GROUND.
 MA1547
 MA1547                          STATION RECOVERY (1944)
 MA1547
 MA1547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 MA1547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1369 ***********************************************************************
 MA1369  DESIGNATION -  A 87
 MA1369  PID         -  MA1369
 MA1369  STATE/COUNTY-  PA/VENANGO
 MA1369  USGS QUAD   -  POLK (1989)
 MA1369
 MA1369                         *CURRENT SURVEY CONTROL
 MA1369  ___________________________________________________________________
 MA1369* NAD 83(1986)-  41 21 57.     (N)    079 55 41.     (W)     SCALED    
 MA1369* NAVD 88     -       321.819  (meters)    1055.83   (feet)  ADJUSTED  
 MA1369  ___________________________________________________________________
 MA1369  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MA1369  DYNAMIC HT  -         321.678 (meters)    1055.37  (feet)  COMP
 MA1369  MODELED GRAV-     980,177.5   (mgal)                       NAVD 88
 MA1369
 MA1369  VERT ORDER  -  SECOND    CLASS 0
 MA1369
 MA1369.The horizontal coordinates were scaled from a topographic map and have
 MA1369.an estimated accuracy of +/- 6 seconds.
 MA1369
 MA1369.The orthometric height was determined by differential leveling
 MA1369.and adjusted by the National Geodetic Survey in June 1991..
 MA1369
 MA1369.The geoid height was determined by GEOID03.
 MA1369
 MA1369.The dynamic height is computed by dividing the NAVD 88
 MA1369.geopotential number by the normal gravity value computed on the
 MA1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1369.degrees latitude (g = 980.6199 gals.).
 MA1369
 MA1369.The modeled gravity was interpolated from observed gravity values.
 MA1369
 MA1369;                    North         East    Units  Estimated Accuracy
 MA1369;SPC PA N     -   135,460.      417,790.      MT  (+/- 180 meters Scaled)
 MA1369
 MA1369                          SUPERSEDED SURVEY CONTROL
 MA1369
 MA1369  NGVD 29 (??/??/92)  321.996  (m)         1056.42   (f) ADJ UNCH    2 0
 MA1369
 MA1369.Superseded values are not recommended for survey control.
 MA1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1369.See file dsdata.txt to determine how the superseded data were derived.
 MA1369
 MA1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF896799(NAD 83)
 MA1369_MARKER: DB = BENCH MARK DISK
 MA1369_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1369_SP_SET: BRIDGE SEAT
 MA1369_STAMPING: A 87 1935
 MA1369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1369
 MA1369  HISTORY     - Date     Condition        Report By
 MA1369  HISTORY     - 1935     MONUMENTED       CGS
 MA1369
 MA1369                          STATION DESCRIPTION
 MA1369
 MA1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA1369'AT POLK.
 MA1369'AT POLK, VENANGO COUNTY, ABOUT 520 FEET WEST OF THE NEW YORK
 MA1369'CENTRAL RAILROAD STATION AT 100-FOOT TRUSS BRIDGE 253 OVER A
 MA1369'CREEK, IN THE TOP OF THE NORTHEAST STONE BRIDGE SEAT, 10 FEET
 MA1369'NORTH OF THE NORTH RAIL, AND ABOUT 5 FEET LOWER THAN THE TRACK.
 MA1369'A STANDARD DISK, STAMPED A 87 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1185 ***********************************************************************
 MA1185  DESIGNATION -  A 88
 MA1185  PID         -  MA1185
 MA1185  STATE/COUNTY-  PA/CLARION
 MA1185  USGS QUAD   -  FRYBURG (1977)
 MA1185
 MA1185                         *CURRENT SURVEY CONTROL
 MA1185  ___________________________________________________________________
 MA1185* NAD 83(1986)-  41 21 15.     (N)    079 26 27.     (W)     SCALED    
 MA1185* NAVD 88     -       506.476  (meters)    1661.66   (feet)  ADJUSTED  
 MA1185  ___________________________________________________________________
 MA1185  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 MA1185  DYNAMIC HT  -         506.242 (meters)    1660.90  (feet)  COMP
 MA1185  MODELED GRAV-     980,146.6   (mgal)                       NAVD 88
 MA1185
 MA1185  VERT ORDER  -  SECOND    CLASS 0
 MA1185
 MA1185.The horizontal coordinates were scaled from a topographic map and have
 MA1185.an estimated accuracy of +/- 6 seconds.
 MA1185
 MA1185.The orthometric height was determined by differential leveling
 MA1185.and adjusted by the National Geodetic Survey in June 1991..
 MA1185
 MA1185.The geoid height was determined by GEOID03.
 MA1185
 MA1185.The dynamic height is computed by dividing the NAVD 88
 MA1185.geopotential number by the normal gravity value computed on the
 MA1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1185.degrees latitude (g = 980.6199 gals.).
 MA1185
 MA1185.The modeled gravity was interpolated from observed gravity values.
 MA1185
 MA1185;                    North         East    Units  Estimated Accuracy
 MA1185;SPC PA N     -   133,260.      458,520.      MT  (+/- 180 meters Scaled)
 MA1185
 MA1185                          SUPERSEDED SURVEY CONTROL
 MA1185
 MA1185  NGVD 29 (??/??/92)  506.63   (m)         1662.2    (f) COMPUTED    2 0
 MA1185
 MA1185.Superseded values are not recommended for survey control.
 MA1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1185.See file dsdata.txt to determine how the superseded data were derived.
 MA1185
 MA1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF304792(NAD 83)
 MA1185_MARKER: DB = BENCH MARK DISK
 MA1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1185_STAMPING: A 88 1935
 MA1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1185+STABILITY: SURFACE MOTION
 MA1185
 MA1185  HISTORY     - Date     Condition        Report By
 MA1185  HISTORY     - 1935     MONUMENTED       CGS
 MA1185
 MA1185                          STATION DESCRIPTION
 MA1185
 MA1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA1185'AT FRYBURG.
 MA1185'AT FRYBURG ON STA. 157, 800 FEET WEST OF JCT. OF STA HIGHWAY
 MA1185'66, 81 FEET WEST OF NORTHWEST CORNER OF ST. JOHNS EVAN. LUTH.
 MA1185'CHURCH, 39 FEET SOUTH OF CENTER LINE OF STA. HIGHWAY 157, 2 FEET
 MA1185'ABOVE TOP OF FINISHED GRADE, 15 FEET SOUTHEAST OF SOUTHEAST
 MA1185'CORNER OF CHURCH LOT, 30 FEET SOUTHEAST OF 4 IN X 6 IN GAS
 MA1185'PIPE LINE CROSSING D. G. CO., PRECAST CONCRETE POST WITH NO PROJ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1146 ***********************************************************************
 MA1146  DESIGNATION -  A 89
 MA1146  PID         -  MA1146
 MA1146  STATE/COUNTY-  PA/CLARION
 MA1146  USGS QUAD   -  FRYBURG (1977)
 MA1146
 MA1146                         *CURRENT SURVEY CONTROL
 MA1146  ___________________________________________________________________
 MA1146* NAD 83(1986)-  41 15 03.     (N)    079 27 43.     (W)     SCALED    
 MA1146* NAVD 88     -       408.950  (meters)    1341.70   (feet)  ADJUSTED  
 MA1146  ___________________________________________________________________
 MA1146  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MA1146  DYNAMIC HT  -         408.758 (meters)    1341.07  (feet)  COMP
 MA1146  MODELED GRAV-     980,141.5   (mgal)                       NAVD 88
 MA1146
 MA1146  VERT ORDER  -  SECOND    CLASS 0
 MA1146
 MA1146.The horizontal coordinates were scaled from a topographic map and have
 MA1146.an estimated accuracy of +/- 6 seconds.
 MA1146
 MA1146.The orthometric height was determined by differential leveling
 MA1146.and adjusted by the National Geodetic Survey in June 1991..
 MA1146.WARNING-Repeat measurements at this control monument indicate possible
 MA1146.vertical movement.
 MA1146
 MA1146.The geoid height was determined by GEOID03.
 MA1146
 MA1146.The dynamic height is computed by dividing the NAVD 88
 MA1146.geopotential number by the normal gravity value computed on the
 MA1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1146.degrees latitude (g = 980.6199 gals.).
 MA1146
 MA1146.The modeled gravity was interpolated from observed gravity values.
 MA1146
 MA1146;                    North         East    Units  Estimated Accuracy
 MA1146;SPC PA N     -   121,820.      456,530.      MT  (+/- 180 meters Scaled)
 MA1146
 MA1146                          SUPERSEDED SURVEY CONTROL
 MA1146
 MA1146  NGVD 29 (??/??/92)  409.113  (m)         1342.23   (f) ADJ UNCH    2 0
 MA1146
 MA1146.Superseded values are not recommended for survey control.
 MA1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1146.See file dsdata.txt to determine how the superseded data were derived.
 MA1146
 MA1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF288677(NAD 83)
 MA1146_MARKER: DB = BENCH MARK DISK
 MA1146_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1146_SP_SET: STEP
 MA1146_STAMPING: A 89 1935
 MA1146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1146
 MA1146  HISTORY     - Date     Condition        Report By
 MA1146  HISTORY     - 1935     MONUMENTED       CGS
 MA1146  HISTORY     - 1967     GOOD             NGS
 MA1146
 MA1146                          STATION DESCRIPTION
 MA1146
 MA1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1146'AT SHIPPENVILLE.
 MA1146'AT SHIPPENVILLE, CLARION COUNTY, ON U.S. HIGHWAY 322, ABOUT 55
 MA1146'FEET SOUTH OF THE FIRST NATIONAL BANK, AT THE SNYDER PHARMACY
 MA1146'FRONT STEPS, IN THE WEST PART OF A STEP, 11 FEET WEST OF THE
 MA1146'ENTRANCE, 9 FEET NORTH OF THE NORTHWEST CORNER, 2 FEET SOUTH OF
 MA1146'THE CENTER LINE OF THE HIGHWAY, ABOUT 10 FEET ABOVE GROUND, ABOUT
 MA1146'3 FEET ABOVE THE TOP OF A GRADE, AND ABOUT 1 FOOT ABOVE THE
 MA1146'SIDEWALK.  A STANDARD DISK, STAMPED A 89 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1095 ***********************************************************************
 LZ1095  DESIGNATION -  A 90
 LZ1095  PID         -  LZ1095
 LZ1095  STATE/COUNTY-  PA/CLINTON
 LZ1095  USGS QUAD   -  JERSEY SHORE (1986)
 LZ1095
 LZ1095                         *CURRENT SURVEY CONTROL
 LZ1095  ___________________________________________________________________
 LZ1095* NAD 83(1986)-  41 10 17.     (N)    077 22 14.     (W)     SCALED    
 LZ1095* NAVD 88     -       170.210  (meters)     558.43   (feet)  ADJUSTED  
 LZ1095  ___________________________________________________________________
 LZ1095  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 LZ1095  DYNAMIC HT  -         170.132 (meters)     558.17  (feet)  COMP
 LZ1095  MODELED GRAV-     980,162.1   (mgal)                       NAVD 88
 LZ1095
 LZ1095  VERT ORDER  -  SECOND    CLASS 0
 LZ1095
 LZ1095.The horizontal coordinates were scaled from a topographic map and have
 LZ1095.an estimated accuracy of +/- 6 seconds.
 LZ1095
 LZ1095.The orthometric height was determined by differential leveling
 LZ1095.and adjusted by the National Geodetic Survey in June 1991..
 LZ1095
 LZ1095.The geoid height was determined by GEOID03.
 LZ1095
 LZ1095.The dynamic height is computed by dividing the NAVD 88
 LZ1095.geopotential number by the normal gravity value computed on the
 LZ1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1095.degrees latitude (g = 980.6199 gals.).
 LZ1095
 LZ1095.The modeled gravity was interpolated from observed gravity values.
 LZ1095
 LZ1095;                    North         East    Units  Estimated Accuracy
 LZ1095;SPC PA N     -   111,650.      631,840.      MT  (+/- 180 meters Scaled)
 LZ1095
 LZ1095                          SUPERSEDED SURVEY CONTROL
 LZ1095
 LZ1095  NGVD 29 (??/??/92)  170.409  (m)          559.08   (f) ADJ UNCH    2 0
 LZ1095
 LZ1095.Superseded values are not recommended for survey control.
 LZ1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1095.See file dsdata.txt to determine how the superseded data were derived.
 LZ1095
 LZ1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL011604(NAD 83)
 LZ1095_MARKER: DB = BENCH MARK DISK
 LZ1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1095_STAMPING: A 90 1935
 LZ1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1095+STABILITY: SURFACE MOTION
 LZ1095
 LZ1095  HISTORY     - Date     Condition        Report By
 LZ1095  HISTORY     - 1935     MONUMENTED       CGS
 LZ1095  HISTORY     - 1937     GOOD             NGS
 LZ1095
 LZ1095                          STATION DESCRIPTION
 LZ1095
 LZ1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ1095'0.9 MI N FROM MC ELHATTAN.
 LZ1095'0.9 MILE NORTH ALONG TOWNSHIP ROAD 18014 FROM MC ELHATTAN, 144
 LZ1095'FEET SOUTH OF A 2-STORY WHITE FRAME HOUSE, 126 FEET SOUTHEAST OF
 LZ1095'THE JUNCTION OF TOWNSHIP ROAD 18012, 69 FEET EAST OF THE CENTER
 LZ1095'LINE OF THE MACADAM ROAD, 69 FEET WEST OF THE SOUTHWEST CORNER OF
 LZ1095'A WHITE BARN, 20 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY TO
 LZ1095'A BARN, 3 FEET WEST OF THE WEST WING WALL OF A WOODEN GARAGE,
 LZ1095'AND 1-1/2 FEET HIGHER THAN THE ROADWAY.  SET IN THE TOP OF A
 LZ1095'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 LZ1095
 LZ1095                          STATION RECOVERY (1937)
 LZ1095
 LZ1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 LZ1095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0061 ***********************************************************************
 MB0061  DESIGNATION -  A 92
 MB0061  PID         -  MB0061
 MB0061  STATE/COUNTY-  PA/CRAWFORD
 MB0061  USGS QUAD   -  COCHRANTON (1973)
 MB0061
 MB0061                         *CURRENT SURVEY CONTROL
 MB0061  ___________________________________________________________________
 MB0061* NAD 83(1986)-  41 31 47.     (N)    080 04 41.     (W)     SCALED    
 MB0061* NAVD 88     -       322.807  (meters)    1059.08   (feet)  ADJUSTED  
 MB0061  ___________________________________________________________________
 MB0061  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 MB0061  DYNAMIC HT  -         322.669 (meters)    1058.62  (feet)  COMP
 MB0061  MODELED GRAV-     980,188.5   (mgal)                       NAVD 88
 MB0061
 MB0061  VERT ORDER  -  SECOND    CLASS 0
 MB0061
 MB0061.The horizontal coordinates were scaled from a topographic map and have
 MB0061.an estimated accuracy of +/- 6 seconds.
 MB0061
 MB0061.The orthometric height was determined by differential leveling
 MB0061.and adjusted by the National Geodetic Survey in June 1991..
 MB0061
 MB0061.The geoid height was determined by GEOID03.
 MB0061
 MB0061.The dynamic height is computed by dividing the NAVD 88
 MB0061.geopotential number by the normal gravity value computed on the
 MB0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0061.degrees latitude (g = 980.6199 gals.).
 MB0061
 MB0061.The modeled gravity was interpolated from observed gravity values.
 MB0061
 MB0061;                    North         East    Units  Estimated Accuracy
 MB0061;SPC PA N     -   153,980.      405,740.      MT  (+/- 180 meters Scaled)
 MB0061
 MB0061                          SUPERSEDED SURVEY CONTROL
 MB0061
 MB0061  NGVD 29 (??/??/92)  322.980  (m)         1059.64   (f) ADJ UNCH    2 0
 MB0061
 MB0061.Superseded values are not recommended for survey control.
 MB0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0061.See file dsdata.txt to determine how the superseded data were derived.
 MB0061
 MB0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF769979(NAD 83)
 MB0061_MARKER: DB = BENCH MARK DISK
 MB0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0061_STAMPING: A 92 1935
 MB0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0061+STABILITY: SURFACE MOTION
 MB0061
 MB0061  HISTORY     - Date     Condition        Report By
 MB0061  HISTORY     - 1935     MONUMENTED       CGS
 MB0061  HISTORY     - 1967     GOOD             NGS
 MB0061
 MB0061                          STATION DESCRIPTION
 MB0061
 MB0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MB0061'1.5 MI N FROM COCHRANTON.
 MB0061'1.5 MILES NORTH ALONG THE ERIE RAILROAD FROM THE STATION AT
 MB0061'COCHRANTON, 0.3 MILE SOUTH OF MILEPOST 6, 30 FEET SOUTHEAST
 MB0061'OF A PRIVATE DIRT-ROAD CROSSING, 24 FEET EAST OF THE EAST RAIL,
 MB0061'30 FEET NORTH OF A 24-INCH WALNUT TREE, 1 FOOT WEST OF A WIRE
 MB0061'FENCE LINE, AND ABOUT 1 FOOT BELOW THE TOP OF THE RAIL.  A
 MB0061'STANDARD DISK, STAMPED A 92 1935 AND SET IN THE TOP OF A CONCRETE
 MB0061'POST PROJECTING 5 INCHES ABOVE GROUND.
 MB0061
 MB0061                          STATION RECOVERY (1967)
 MB0061
 MB0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MB0061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1699 ***********************************************************************
 KX1699  DESIGNATION -  A 93
 KX1699  PID         -  KX1699
 KX1699  STATE/COUNTY-  PA/CLARION
 KX1699  USGS QUAD   -  DISTANT (1993)
 KX1699
 KX1699                         *CURRENT SURVEY CONTROL
 KX1699  ___________________________________________________________________
 KX1699* NAD 83(1986)-  40 59 58.     (N)    079 22 02.     (W)     SCALED    
 KX1699* NAVD 88     -       322.396  (meters)    1057.73   (feet)  ADJUSTED  
 KX1699  ___________________________________________________________________
 KX1699  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KX1699  DYNAMIC HT  -         322.240 (meters)    1057.22  (feet)  COMP
 KX1699  MODELED GRAV-     980,131.7   (mgal)                       NAVD 88
 KX1699
 KX1699  VERT ORDER  -  SECOND    CLASS 0
 KX1699
 KX1699.The horizontal coordinates were scaled from a topographic map and have
 KX1699.an estimated accuracy of +/- 6 seconds.
 KX1699
 KX1699.The orthometric height was determined by differential leveling
 KX1699.and adjusted by the National Geodetic Survey in June 1991..
 KX1699
 KX1699.The geoid height was determined by GEOID03.
 KX1699
 KX1699.The dynamic height is computed by dividing the NAVD 88
 KX1699.geopotential number by the normal gravity value computed on the
 KX1699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1699.degrees latitude (g = 980.6199 gals.).
 KX1699
 KX1699.The modeled gravity was interpolated from observed gravity values.
 KX1699
 KX1699;                    North         East    Units  Estimated Accuracy
 KX1699;SPC PA N     -    93,750.      463,940.      MT  (+/- 180 meters Scaled)
 KX1699
 KX1699                          SUPERSEDED SURVEY CONTROL
 KX1699
 KX1699  NGVD 29 (??/??/92)  322.564  (m)         1058.28   (f) ADJ UNCH    2 0
 KX1699
 KX1699.Superseded values are not recommended for survey control.
 KX1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1699.See file dsdata.txt to determine how the superseded data were derived.
 KX1699
 KX1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF373399(NAD 83)
 KX1699_MARKER: DB = BENCH MARK DISK
 KX1699_SETTING: 66 = SET IN ROCK OUTCROP
 KX1699_SP_SET: ROCK LEDGE
 KX1699_STAMPING: A 93 1935
 KX1699_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX1699+STABILITY: POSITION/ELEVATION WELL
 KX1699
 KX1699  HISTORY     - Date     Condition        Report By
 KX1699  HISTORY     - 1935     MONUMENTED       CGS
 KX1699
 KX1699                          STATION DESCRIPTION
 KX1699
 KX1699'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX1699'2.5 MI W FROM NEW BETHLEHEM.
 KX1699'ABOUT 2.5 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1699'STATION AT NEW BETHELHEM, CLARION COUNTY, AT MILEPOST 18, IN THE
 KX1699'TOP OF A ROCK LEDGE, 27 FEET EAST OF THE CENTER LINE OF THE
 KX1699'TRACK, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A
 KX1699'STANDARD DISK, STAMPED A 93 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1103 ***********************************************************************
 MA1103  DESIGNATION -  A 94
 MA1103  PID         -  MA1103
 MA1103  STATE/COUNTY-  PA/CLARION
 MA1103  USGS QUAD   -  CLARION (1981)
 MA1103
 MA1103                         *CURRENT SURVEY CONTROL
 MA1103  ___________________________________________________________________
 MA1103* NAD 83(1986)-  41 12 54.     (N)    079 23 10.     (W)     SCALED    
 MA1103* NAVD 88     -       454.606  (meters)    1491.49   (feet)  ADJUSTED  
 MA1103  ___________________________________________________________________
 MA1103  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MA1103  DYNAMIC HT  -         454.393 (meters)    1490.79  (feet)  COMP
 MA1103  MODELED GRAV-     980,141.4   (mgal)                       NAVD 88
 MA1103
 MA1103  VERT ORDER  -  SECOND    CLASS 0
 MA1103
 MA1103.The horizontal coordinates were scaled from a topographic map and have
 MA1103.an estimated accuracy of +/- 6 seconds.
 MA1103
 MA1103.The orthometric height was determined by differential leveling
 MA1103.and adjusted by the National Geodetic Survey in June 1991..
 MA1103
 MA1103.The geoid height was determined by GEOID03.
 MA1103
 MA1103.The dynamic height is computed by dividing the NAVD 88
 MA1103.geopotential number by the normal gravity value computed on the
 MA1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1103.degrees latitude (g = 980.6199 gals.).
 MA1103
 MA1103.The modeled gravity was interpolated from observed gravity values.
 MA1103
 MA1103;                    North         East    Units  Estimated Accuracy
 MA1103;SPC PA N     -   117,720.      462,810.      MT  (+/- 180 meters Scaled)
 MA1103
 MA1103                          SUPERSEDED SURVEY CONTROL
 MA1103
 MA1103  NGVD 29 (??/??/92)  454.765  (m)         1492.01   (f) ADJ UNCH    2 0
 MA1103
 MA1103.Superseded values are not recommended for survey control.
 MA1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1103.See file dsdata.txt to determine how the superseded data were derived.
 MA1103
 MA1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF352638(NAD 83)
 MA1103_MARKER: DB = BENCH MARK DISK
 MA1103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1103_SP_SET: STONE FOUNDATION
 MA1103_STAMPING: A 94 1935
 MA1103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1103
 MA1103  HISTORY     - Date     Condition        Report By
 MA1103  HISTORY     - 1935     MONUMENTED       CGS
 MA1103  HISTORY     - 1967     GOOD             NGS
 MA1103  HISTORY     - 1976     GOOD             PADT
 MA1103  HISTORY     - 20040302 GOOD             PADT
 MA1103
 MA1103                          STATION DESCRIPTION
 MA1103
 MA1103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1103'AT CLARION.
 MA1103'AT CLARION, CLARION COUNTY, ON U.S. HIGHWAY 322, AT THE SOUTHWEST
 MA1103'CORNER OF THE COUNTY COURTHOUSE, IN THE STONE FOUNDATION, 39
 MA1103'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY (MAIN STREET),
 MA1103'AND ABOUT 1 FOOT ABOVE THE LAWN.  A STANDARD DISK, STAMPED A 94
 MA1103'1935 AND SET VERTICALLY.
 MA1103
 MA1103                          STATION RECOVERY (1976)
 MA1103
 MA1103'RECOVERY NOTE BY PA DEPT OF TRANSP 1976
 MA1103'RECOVERED IN GOOD CONDITION.
 MA1103
 MA1103                          STATION RECOVERY (2004)
 MA1103
 MA1103'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (LMS)
 MA1103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3452 ***********************************************************************
 JV3452  DESIGNATION -  A 96
 JV3452  PID         -  JV3452
 JV3452  STATE/COUNTY-  PA/FRANKLIN
 JV3452  USGS QUAD   -  MC CONNELLSBURG (1990)
 JV3452
 JV3452                         *CURRENT SURVEY CONTROL
 JV3452  ___________________________________________________________________
 JV3452* NAD 83(1986)-  39 55 57.     (N)    077 55 51.     (W)     SCALED    
 JV3452* NAVD 88     -       405.432  (meters)    1330.15   (feet)  ADJUSTED  
 JV3452  ___________________________________________________________________
 JV3452  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 JV3452  DYNAMIC HT  -         405.192 (meters)    1329.37  (feet)  COMP
 JV3452  MODELED GRAV-     980,023.9   (mgal)                       NAVD 88
 JV3452
 JV3452  VERT ORDER  -  SECOND    CLASS 0
 JV3452
 JV3452.The horizontal coordinates were scaled from a topographic map and have
 JV3452.an estimated accuracy of +/- 6 seconds.
 JV3452
 JV3452.The orthometric height was determined by differential leveling
 JV3452.and adjusted by the National Geodetic Survey in June 1991..
 JV3452
 JV3452.The geoid height was determined by GEOID03.
 JV3452
 JV3452.The dynamic height is computed by dividing the NAVD 88
 JV3452.geopotential number by the normal gravity value computed on the
 JV3452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3452.degrees latitude (g = 980.6199 gals.).
 JV3452
 JV3452.The modeled gravity was interpolated from observed gravity values.
 JV3452
 JV3452;                    North         East    Units  Estimated Accuracy
 JV3452;SPC PA S     -    66,540.      584,540.      MT  (+/- 180 meters Scaled)
 JV3452
 JV3452                          SUPERSEDED SURVEY CONTROL
 JV3452
 JV3452  NGVD 29 (??/??/??)  405.617  (m)         1330.76   (f) ADJUSTED    2 0
 JV3452
 JV3452.Superseded values are not recommended for survey control.
 JV3452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3452.See file dsdata.txt to determine how the superseded data were derived.
 JV3452
 JV3452_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK495243(NAD 83)
 JV3452_MARKER: DB = BENCH MARK DISK
 JV3452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV3452_SP_SET: CULVERT
 JV3452_STAMPING: A 96 1935
 JV3452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV3452
 JV3452  HISTORY     - Date     Condition        Report By
 JV3452  HISTORY     - 1935     MONUMENTED       CGS
 JV3452  HISTORY     - 1966     MARK NOT FOUND   CGS
 JV3452
 JV3452                          STATION DESCRIPTION
 JV3452
 JV3452'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JV3452'5.2 MI E FROM MC CONNELLSBURG.
 JV3452'IN FRANKLIN COUNTY, ABOUT 5.2 MILES EAST ALONG U.S. HIGHWAY
 JV3452'30 FROM THE FULTON NATIONAL BANK AT MC CONNELLSBURG, FULTON
 JV3452'COUNTY, AT A CONCRETE CULVERT, IN THE TOP OF THE SOUTH HEAD
 JV3452'WALL, 30 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 5
 JV3452'FEET NORTH OF POLE E 34.  A STANDARD DISK, STAMPED A 96 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0292 ***********************************************************************
 KX0292  DESIGNATION -  A 97
 KX0292  PID         -  KX0292
 KX0292  STATE/COUNTY-  PA/HUNTINGDON
 KX0292  USGS QUAD   -  HUNTINGDON (1994)
 KX0292
 KX0292                         *CURRENT SURVEY CONTROL
 KX0292  ___________________________________________________________________
 KX0292* NAD 83(1986)-  40 28 19.     (N)    078 02 27.     (W)     SCALED    
 KX0292* NAVD 88     -       194.880  (meters)     639.37   (feet)  ADJUSTED  
 KX0292  ___________________________________________________________________
 KX0292  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KX0292  DYNAMIC HT  -         194.778 (meters)     639.03  (feet)  COMP
 KX0292  MODELED GRAV-     980,097.8   (mgal)                       NAVD 88
 KX0292
 KX0292  VERT ORDER  -  SECOND    CLASS 0
 KX0292
 KX0292.The horizontal coordinates were scaled from a topographic map and have
 KX0292.an estimated accuracy of +/- 6 seconds.
 KX0292
 KX0292.The orthometric height was determined by differential leveling
 KX0292.and adjusted by the National Geodetic Survey in June 1991..
 KX0292
 KX0292.The geoid height was determined by GEOID03.
 KX0292
 KX0292.The dynamic height is computed by dividing the NAVD 88
 KX0292.geopotential number by the normal gravity value computed on the
 KX0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0292.degrees latitude (g = 980.6199 gals.).
 KX0292
 KX0292.The modeled gravity was interpolated from observed gravity values.
 KX0292
 KX0292;                    North         East    Units  Estimated Accuracy
 KX0292;SPC PA S     -   126,470.      575,340.      MT  (+/- 180 meters Scaled)
 KX0292
 KX0292                          SUPERSEDED SURVEY CONTROL
 KX0292
 KX0292  NGVD 29 (??/??/92)  195.084  (m)          640.04   (f) ADJ UNCH    2 0
 KX0292
 KX0292.Superseded values are not recommended for survey control.
 KX0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0292.See file dsdata.txt to determine how the superseded data were derived.
 KX0292
 KX0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE508843(NAD 83)
 KX0292_MARKER: DB = BENCH MARK DISK
 KX0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0292_STAMPING: A 97 1935
 KX0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0292+STABILITY: SURFACE MOTION
 KX0292
 KX0292  HISTORY     - Date     Condition        Report By
 KX0292  HISTORY     - 1935     MONUMENTED       CGS
 KX0292
 KX0292                          STATION DESCRIPTION
 KX0292
 KX0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX0292'2 MI S FROM HUNTINGDON.
 KX0292'2.0 MILES SOUTH ALONG THE HUNTINGDON AND BROAD TOP MOUNTAIN
 KX0292'RAILROAD AND COAL CO. RAILROAD FROM THE STATION AT HUNTINGDON,
 KX0292'HUNTINGDON COUNTY, ABOUT 163 YARDS NORTHEAST OF MILEPOST 2,
 KX0292'ABOUT 99 FEET NORTHEAST OF THE LONG SIDING-YARD HOUSE, 39
 KX0292'FEET EAST OF THE CENTER LINE OF THE MAIN TRACK, AND 30 FEET
 KX0292'SOUTH OF THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD.  A
 KX0292'STANDARD DISK, STAMPED A 97 1935 AND SET IN THE TOP OF A CONCRETE
 KX0292'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0267 ***********************************************************************
 KX0267  DESIGNATION -  A 98
 KX0267  PID         -  KX0267
 KX0267  STATE/COUNTY-  PA/BEDFORD
 KX0267  USGS QUAD   -  EVERETT WEST (1987)
 KX0267
 KX0267                         *CURRENT SURVEY CONTROL
 KX0267  ___________________________________________________________________
 KX0267* NAD 83(1986)-  40 00 44.     (N)    078 22 51.     (W)     SCALED    
 KX0267* NAVD 88     -       337.853  (meters)    1108.44   (feet)  ADJUSTED  
 KX0267  ___________________________________________________________________
 KX0267  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 KX0267  DYNAMIC HT  -         337.663 (meters)    1107.82  (feet)  COMP
 KX0267  MODELED GRAV-     980,053.5   (mgal)                       NAVD 88
 KX0267
 KX0267  VERT ORDER  -  SECOND    CLASS 0
 KX0267
 KX0267.The horizontal coordinates were scaled from a topographic map and have
 KX0267.an estimated accuracy of +/- 6 seconds.
 KX0267
 KX0267.The orthometric height was determined by differential leveling
 KX0267.and adjusted by the National Geodetic Survey in June 1991..
 KX0267
 KX0267.The geoid height was determined by GEOID03.
 KX0267
 KX0267.The dynamic height is computed by dividing the NAVD 88
 KX0267.geopotential number by the normal gravity value computed on the
 KX0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0267.degrees latitude (g = 980.6199 gals.).
 KX0267
 KX0267.The modeled gravity was interpolated from observed gravity values.
 KX0267
 KX0267;                    North         East    Units  Estimated Accuracy
 KX0267;SPC PA S     -    75,570.      546,140.      MT  (+/- 180 meters Scaled)
 KX0267
 KX0267                          SUPERSEDED SURVEY CONTROL
 KX0267
 KX0267  NGVD 29 (??/??/92)  338.023  (m)         1109.00   (f) ADJ UNCH    2 0
 KX0267
 KX0267.Superseded values are not recommended for survey control.
 KX0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0267.See file dsdata.txt to determine how the superseded data were derived.
 KX0267
 KX0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE235324(NAD 83)
 KX0267_MARKER: DB = BENCH MARK DISK
 KX0267_SETTING: 66 = SET IN ROCK OUTCROP
 KX0267_SP_SET: ROCK OUTCROP
 KX0267_STAMPING: A 98 1935
 KX0267_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX0267+STABILITY: POSITION/ELEVATION WELL
 KX0267
 KX0267  HISTORY     - Date     Condition        Report By
 KX0267  HISTORY     - 1935     MONUMENTED       CGS
 KX0267  HISTORY     - 1966     MARK NOT FOUND   NGS
 KX0267
 KX0267                          STATION DESCRIPTION
 KX0267
 KX0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX0267'AT EVERETT.
 KX0267'AT EVERETT, BEDFORD COUNTY, ABOUT 267 YARDS SOUTH OF THE
 KX0267'HUNTINGDON AND BROAD TOP MOUNTAIN RAILROAD AND COAL CO. RAILROAD
 KX0267'STATION, 21 FEET WEST OF THE CENTER LINE OF THE TRACK, AND IN
 KX0267'THE TOP OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED A 98 1935.
 KX0267
 KX0267                          STATION RECOVERY (1966)
 KX0267
 KX0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KX0267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2227 ***********************************************************************
 KW2227  DESIGNATION -  A 99 PADH
 KW2227  PID         -  KW2227
 KW2227  STATE/COUNTY-  PA/FULTON
 KW2227  USGS QUAD   -  BURNT CABINS (1973)
 KW2227
 KW2227                         *CURRENT SURVEY CONTROL
 KW2227  ___________________________________________________________________
 KW2227* NAD 83(1986)-  40 03 45.     (N)    077 57 46.     (W)     SCALED    
 KW2227* NAVD 88     -       240.345  (meters)     788.53   (feet)  ADJUSTED  
 KW2227  ___________________________________________________________________
 KW2227  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KW2227  DYNAMIC HT  -         240.211 (meters)     788.09  (feet)  COMP
 KW2227  MODELED GRAV-     980,063.7   (mgal)                       NAVD 88
 KW2227
 KW2227  VERT ORDER  -  SECOND    CLASS 0
 KW2227
 KW2227.The horizontal coordinates were scaled from a topographic map and have
 KW2227.an estimated accuracy of +/- 6 seconds.
 KW2227
 KW2227.The orthometric height was determined by differential leveling
 KW2227.and adjusted by the National Geodetic Survey in June 1991..
 KW2227
 KW2227.The geoid height was determined by GEOID03.
 KW2227
 KW2227.The dynamic height is computed by dividing the NAVD 88
 KW2227.geopotential number by the normal gravity value computed on the
 KW2227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2227.degrees latitude (g = 980.6199 gals.).
 KW2227
 KW2227.The modeled gravity was interpolated from observed gravity values.
 KW2227
 KW2227;                    North         East    Units  Estimated Accuracy
 KW2227;SPC PA S     -    80,990.      581,850.      MT  (+/- 180 meters Scaled)
 KW2227
 KW2227                          SUPERSEDED SURVEY CONTROL
 KW2227
 KW2227  NGVD 29 (??/??/??)  240.534  (m)          789.15   (f) ADJUSTED    2 0
 KW2227
 KW2227.Superseded values are not recommended for survey control.
 KW2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2227.See file dsdata.txt to determine how the superseded data were derived.
 KW2227
 KW2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK473389(NAD 83)
 KW2227_MARKER: DD = SURVEY DISK
 KW2227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2227_SP_SET: BRIDGE
 KW2227_STAMPING: A 99 1935
 KW2227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2227
 KW2227  HISTORY     - Date     Condition        Report By
 KW2227  HISTORY     - 1935     MONUMENTED       PADH
 KW2227  HISTORY     - 1935     GOOD             CGS
 KW2227
 KW2227                          STATION DESCRIPTION
 KW2227
 KW2227'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW2227'9.7 MI N FROM MC CONNELLSBURG.
 KW2227'9.7 MILES NORTH ALONG U.S. HIGHWAY 522 FROM THE FULTON COUNTY
 KW2227'NATIONAL BANK AT MC CONNELLSBURG, FULTON COUNTY, AT FORT
 KW2227'LITTLETON, AT A CONCRETE BRIDGE, IN THE TOP OF THE WEST END
 KW2227'OF THE SOUTH WALL, AND 15 FEET SOUTH OF THE CENTER LINE OF
 KW2227'THE HIGHWAY.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD
 KW2227'DISK, STAMPED A 99 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1544 ***********************************************************************
 KV1544  DESIGNATION -  A PADH
 KV1544  PID         -  KV1544
 KV1544  STATE/COUNTY-  PA/MONROE
 KV1544  USGS QUAD   -  SAYLORSBURG (1983)
 KV1544
 KV1544                         *CURRENT SURVEY CONTROL
 KV1544  ___________________________________________________________________
 KV1544* NAD 83(1986)-  40 58 02.     (N)    075 15 55.     (W)     SCALED    
 KV1544* NAVD 88     -       147.55   (+/-2cm)     484.1    (feet)  VERTCON   
 KV1544  ___________________________________________________________________
 KV1544  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KV1544
 KV1544  VERT ORDER  -  ? (See Below)
 KV1544
 KV1544.The horizontal coordinates were scaled from a topographic map and have
 KV1544.an estimated accuracy of +/- 6 seconds.
 KV1544
 KV1544.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV1544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV1544.The vertical order pertains to the NGVD 29 superseded value.
 KV1544
 KV1544.The geoid height was determined by GEOID03.
 KV1544
 KV1544;                    North         East    Units  Estimated Accuracy
 KV1544;SPC PA N     -    91,910.      809,130.      MT  (+/- 180 meters Scaled)
 KV1544
 KV1544                          SUPERSEDED SURVEY CONTROL
 KV1544
 KV1544  NGVD 29 (??/??/??)  147.738  (m)          484.70   (f) ADJUSTED    ?  
 KV1544
 KV1544.Superseded values are not recommended for survey control.
 KV1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1544.See file dsdata.txt to determine how the superseded data were derived.
 KV1544
 KV1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL776351(NAD 83)
 KV1544_MARKER: DD = SURVEY DISK
 KV1544_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1544_SP_SET: BRIDGE
 KV1544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1544
 KV1544  HISTORY     - Date     Condition        Report By
 KV1544  HISTORY     - 1935     MONUMENTED       PADH
 KV1544  HISTORY     - 1956     GOOD             CGS
 KV1544  HISTORY     - 1969     MARK NOT FOUND   CGS
 KV1544
 KV1544                          STATION DESCRIPTION
 KV1544
 KV1544'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1544'3.4 MI SW FROM STROUDSBURG.
 KV1544'3.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 209 FROM THE HIGH SCHOOL
 KV1544'AT STROUDSBURG, ON TOP OF THE SOUTHWEST CONCRETE WING WALL OF
 KV1544'CONCRETE BRIDGE NO. 8-25 + 17 OVER A SMALL CREEK, 12 FEET
 KV1544'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH
 KV1544'THE BRIDGE FLOOR.
 KV1544
 KV1544                          STATION RECOVERY (1969)
 KV1544
 KV1544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 KV1544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0626 ***********************************************************************
 KY0626  DESIGNATION -  A POINT
 KY0626  PID         -  KY0626
 KY0626  STATE/COUNTY-  PA/WASHINGTON
 KY0626  USGS QUAD   -  CANONSBURG (1979)
 KY0626
 KY0626                         *CURRENT SURVEY CONTROL
 KY0626  ___________________________________________________________________
 KY0626* NAD 83(1986)-  40 15 31.     (N)    080 11 04.     (W)     SCALED    
 KY0626* NAVD 88     -       294.148  (meters)     965.05   (feet)  ADJUSTED  
 KY0626  ___________________________________________________________________
 KY0626  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KY0626  DYNAMIC HT  -         293.987 (meters)     964.52  (feet)  COMP
 KY0626  MODELED GRAV-     980,067.9   (mgal)                       NAVD 88
 KY0626
 KY0626  VERT ORDER  -  SECOND    CLASS 0
 KY0626
 KY0626.The horizontal coordinates were scaled from a topographic map and have
 KY0626.an estimated accuracy of +/- 6 seconds.
 KY0626
 KY0626.The orthometric height was determined by differential leveling
 KY0626.and adjusted by the National Geodetic Survey in June 1991..
 KY0626
 KY0626.The geoid height was determined by GEOID03.
 KY0626
 KY0626.The dynamic height is computed by dividing the NAVD 88
 KY0626.geopotential number by the normal gravity value computed on the
 KY0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0626.degrees latitude (g = 980.6199 gals.).
 KY0626
 KY0626.The modeled gravity was interpolated from observed gravity values.
 KY0626
 KY0626;                    North         East    Units  Estimated Accuracy
 KY0626;SPC PA S     -   105,590.      392,930.      MT  (+/- 180 meters Scaled)
 KY0626
 KY0626                          SUPERSEDED SURVEY CONTROL
 KY0626
 KY0626  NGVD 29 (??/??/92)  294.288  (m)          965.51   (f) ADJ UNCH    2 0
 KY0626
 KY0626.Superseded values are not recommended for survey control.
 KY0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0626.See file dsdata.txt to determine how the superseded data were derived.
 KY0626
 KY0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE693567(NAD 83)
 KY0626_MARKER: T = CHISELED TRIANGLE
 KY0626_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0626_SP_SET: SIDEWALL
 KY0626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0626
 KY0626  HISTORY     - Date     Condition        Report By
 KY0626  HISTORY     - UNK      MONUMENTED       CGS
 KY0626  HISTORY     - 1960     GOOD             NGS
 KY0626
 KY0626                          STATION DESCRIPTION
 KY0626
 KY0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0626'IN CANONSBURG.
 KY0626'ACROSS THE STREET FROM THE FIRE STATION AND BM CANNONSBURG,
 KY0626'IN THE SIDEWALK, NEAR THE SIDE ENTRANCE FOR CARS TO A GARAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2369 ***********************************************************************
 KV2369  DESIGNATION -  AA 107
 KV2369  PID         -  KV2369
 KV2369  STATE/COUNTY-  PA/BERKS
 KV2369  USGS QUAD   -  ELVERSON (1997)
 KV2369
 KV2369                         *CURRENT SURVEY CONTROL
 KV2369  ___________________________________________________________________
 KV2369* NAD 83(1986)-  40 13 54.     (N)    075 50 47.     (W)     SCALED    
 KV2369* NAVD 88     -       100.417  (meters)     329.45   (feet)  ADJUSTED  
 KV2369  ___________________________________________________________________
 KV2369  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 KV2369  DYNAMIC HT  -         100.364 (meters)     329.28  (feet)  COMP
 KV2369  MODELED GRAV-     980,102.9   (mgal)                       NAVD 88
 KV2369
 KV2369  VERT ORDER  -  SECOND    CLASS 0
 KV2369
 KV2369.The horizontal coordinates were scaled from a topographic map and have
 KV2369.an estimated accuracy of +/- 6 seconds.
 KV2369
 KV2369.The orthometric height was determined by differential leveling
 KV2369.and adjusted by the National Geodetic Survey in June 1991..
 KV2369
 KV2369.The geoid height was determined by GEOID03.
 KV2369
 KV2369.The dynamic height is computed by dividing the NAVD 88
 KV2369.geopotential number by the normal gravity value computed on the
 KV2369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2369.degrees latitude (g = 980.6199 gals.).
 KV2369
 KV2369.The modeled gravity was interpolated from observed gravity values.
 KV2369
 KV2369;                    North         East    Units  Estimated Accuracy
 KV2369;SPC PA S     -   101,490.      761,990.      MT  (+/- 180 meters Scaled)
 KV2369
 KV2369                          SUPERSEDED SURVEY CONTROL
 KV2369
 KV2369  NGVD 29 (??/??/??)  100.668  (m)          330.27   (f) ADJUSTED    2 0
 KV2369
 KV2369.Superseded values are not recommended for survey control.
 KV2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2369.See file dsdata.txt to determine how the superseded data were derived.
 KV2369
 KV2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK279538(NAD 83)
 KV2369_MARKER: DB = BENCH MARK DISK
 KV2369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2369_STAMPING: AA 107 1935
 KV2369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2369+STABILITY: SURFACE MOTION
 KV2369
 KV2369  HISTORY     - Date     Condition        Report By
 KV2369  HISTORY     - 1935     MONUMENTED       CGS
 KV2369  HISTORY     - 1990     GOOD             USPSQD
 KV2369  HISTORY     - 20030314 MARK NOT FOUND   USPSQD
 KV2369
 KV2369                          STATION DESCRIPTION
 KV2369
 KV2369'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV2369'1.9 MI S FROM TRAP ROCK.
 KV2369'1.9 MILES SOUTH ALONG THE READING RAILWAY FROM THE STATION AT
 KV2369'TRAP ROCK, BERKS COUNTY, NEAR POLE 60/5, AT A ROAD CROSSING, 33
 KV2369'FEET WEST OF THE CENTERLINE OF THE ROAD, AND 33 FEET NORTH OF
 KV2369'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED AA 107
 KV2369'1935 AND SET IN THE TOP OF A CONCRETE POST.
 KV2369
 KV2369                          STATION RECOVERY (1990)
 KV2369
 KV2369'RECOVERY NOTE BY US POWER SQUADRON 1990 (EC)
 KV2369'RECOVERED IN GOOD CONDITION.
 KV2369
 KV2369                          STATION RECOVERY (2003)
 KV2369
 KV2369'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEQ)
 KV2369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3374 ***********************************************************************
 JV3374  DESIGNATION -  AA 156
 JV3374  PID         -  JV3374
 JV3374  STATE/COUNTY-  PA/FRANKLIN
 JV3374  USGS QUAD   -  SMITHSBURG (1994)
 JV3374
 JV3374                         *CURRENT SURVEY CONTROL
 JV3374  ___________________________________________________________________
 JV3374* NAD 83(1986)-  39 44 04.     (N)    077 35 57.     (W)     SCALED    
 JV3374* NAVD 88     -       182.650  (meters)     599.24   (feet)  ADJUSTED  
 JV3374  ___________________________________________________________________
 JV3374  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JV3374  DYNAMIC HT  -         182.544 (meters)     598.90  (feet)  COMP
 JV3374  MODELED GRAV-     980,044.0   (mgal)                       NAVD 88
 JV3374
 JV3374  VERT ORDER  -  SECOND    CLASS 0
 JV3374
 JV3374.The horizontal coordinates were scaled from a topographic map and have
 JV3374.an estimated accuracy of +/- 6 seconds.
 JV3374
 JV3374.The orthometric height was determined by differential leveling
 JV3374.and adjusted by the National Geodetic Survey in June 1991..
 JV3374
 JV3374.The geoid height was determined by GEOID03.
 JV3374
 JV3374.The dynamic height is computed by dividing the NAVD 88
 JV3374.geopotential number by the normal gravity value computed on the
 JV3374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3374.degrees latitude (g = 980.6199 gals.).
 JV3374
 JV3374.The modeled gravity was interpolated from observed gravity values.
 JV3374
 JV3374;                    North         East    Units  Estimated Accuracy
 JV3374;SPC PA S     -    44,550.      612,930.      MT  (+/- 180 meters Scaled)
 JV3374
 JV3374                          SUPERSEDED SURVEY CONTROL
 JV3374
 JV3374  NGVD 29 (??/??/??)  182.833  (m)          599.84   (f) ADJUSTED    2 0
 JV3374
 JV3374.Superseded values are not recommended for survey control.
 JV3374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3374.See file dsdata.txt to determine how the superseded data were derived.
 JV3374
 JV3374_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK772015(NAD 83)
 JV3374_MARKER: DB = BENCH MARK DISK
 JV3374_SETTING: 66 = SET IN ROCK OUTCROP
 JV3374_SP_SET: ROCK OUTCROP
 JV3374_STAMPING: AA 156 1942
 JV3374_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV3374+STABILITY: POSITION/ELEVATION WELL
 JV3374
 JV3374  HISTORY     - Date     Condition        Report By
 JV3374  HISTORY     - 1942     MONUMENTED       CGS
 JV3374  HISTORY     - 1953     MARK NOT FOUND   USGS
 JV3374
 JV3374                          STATION DESCRIPTION
 JV3374
 JV3374'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 JV3374'2.4 MI SW FROM WAYNESBORO.
 JV3374'2.4 MILES SOUTHWEST ALONG STATE HIGHWAY 316 FROM THE POST OFFICE
 JV3374'AT WAYNESBORO, FRANKLIN COUNTY, AT THE INTERSECTION OF STATE
 JV3374'HIGHWAY 316 AND A COUNTRY ROAD LEADING SOUTHEAST, 69 FEET
 JV3374'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 57 FEET EAST OF
 JV3374'TELEPHONE POLE 414, 47 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE
 JV3374'ALONG THE HIGHWAY, 32 FEET SOUTHWEST OF THE CENTERLINE OF THE
 JV3374'COUNTRY ROAD, 24.5 FEET SOUTHWEST OF A FENCE PARALLELING THE
 JV3374'COUNTRY ROAD, AND IN A SMALL OUTCROP.  A STANDARD DISK, STAMPED
 JV3374'AA 156 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2808 ***********************************************************************
 KV2808  DESIGNATION -  AA 192
 KV2808  PID         -  KV2808
 KV2808  STATE/COUNTY-  PA/SCHUYLKILL
 KV2808  USGS QUAD   -  TAMAQUA (1995)
 KV2808
 KV2808                         *CURRENT SURVEY CONTROL
 KV2808  ___________________________________________________________________
 KV2808* NAD 83(1986)-  40 47 52.     (N)    075 57 51.     (W)     SCALED    
 KV2808* NAVD 88     -       247.983  (meters)     813.59   (feet)  ADJUSTED  
 KV2808  ___________________________________________________________________
 KV2808  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 KV2808  DYNAMIC HT  -         247.862 (meters)     813.19  (feet)  COMP
 KV2808  MODELED GRAV-     980,129.8   (mgal)                       NAVD 88
 KV2808
 KV2808  VERT ORDER  -  SECOND    CLASS 0
 KV2808
 KV2808.The horizontal coordinates were scaled from a topographic map and have
 KV2808.an estimated accuracy of +/- 6 seconds.
 KV2808
 KV2808.The orthometric height was determined by differential leveling
 KV2808.and adjusted by the National Geodetic Survey in June 1991..
 KV2808
 KV2808.The geoid height was determined by GEOID03.
 KV2808
 KV2808.The dynamic height is computed by dividing the NAVD 88
 KV2808.geopotential number by the normal gravity value computed on the
 KV2808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2808.degrees latitude (g = 980.6199 gals.).
 KV2808
 KV2808.The modeled gravity was interpolated from observed gravity values.
 KV2808
 KV2808;                    North         East    Units  Estimated Accuracy
 KV2808;SPC PA S     -   164,130.      750,700.      MT  (+/- 180 meters Scaled)
 KV2808
 KV2808                          SUPERSEDED SURVEY CONTROL
 KV2808
 KV2808  NGVD 29 (??/??/??)  248.181  (m)          814.24   (f) ADJUSTED    2 0
 KV2808
 KV2808.Superseded values are not recommended for survey control.
 KV2808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2808.See file dsdata.txt to determine how the superseded data were derived.
 KV2808
 KV2808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL186167(NAD 83)
 KV2808_MARKER: DB = BENCH MARK DISK
 KV2808_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2808_SP_SET: STONE LEDGE
 KV2808_STAMPING: AA-192 1942
 KV2808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2808
 KV2808  HISTORY     - Date     Condition        Report By
 KV2808  HISTORY     - 1942     MONUMENTED       CGS
 KV2808  HISTORY     - 1965     GOOD             CGS
 KV2808  HISTORY     - 1975     GOOD             PADT
 KV2808
 KV2808                          STATION DESCRIPTION
 KV2808
 KV2808'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2808'AT TAMAQUA.
 KV2808'AT TAMAQUA, AT THE POST OFFICE, SET IN THE STONE LEDGE AT THE
 KV2808'EAST END OF THE FRONT OR SOUTH STEPS, 24.3 FEET EAST OF THE
 KV2808'CENTER-LINE OF THE FRONT ENTRANCE TO BUILDING, 22.5 FEET NORTH
 KV2808'OF THE NORTH CURB OF THE STREET.  A STANDARD DISK.
 KV2808
 KV2808                          STATION RECOVERY (1965)
 KV2808
 KV2808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV2808'RECOVERED IN GOOD CONDITION.
 KV2808
 KV2808                          STATION RECOVERY (1975)
 KV2808
 KV2808'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 KV2808'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0294 ***********************************************************************
 KX0294  DESIGNATION -  AA 97
 KX0294  PID         -  KX0294
 KX0294  STATE/COUNTY-  PA/HUNTINGDON
 KX0294  USGS QUAD   -  HUNTINGDON (1994)
 KX0294
 KX0294                         *CURRENT SURVEY CONTROL
 KX0294  ___________________________________________________________________
 KX0294* NAD 83(1986)-  40 29 07.     (N)    078 00 37.     (W)     SCALED    
 KX0294* NAVD 88     -       195.171  (meters)     640.32   (feet)  ADJUSTED  
 KX0294  ___________________________________________________________________
 KX0294  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KX0294  DYNAMIC HT  -         195.073 (meters)     640.00  (feet)  COMP
 KX0294  MODELED GRAV-     980,115.9   (mgal)                       NAVD 88
 KX0294
 KX0294  VERT ORDER  -  FIRST     CLASS I
 KX0294
 KX0294.The horizontal coordinates were scaled from a topographic map and have
 KX0294.an estimated accuracy of +/- 6 seconds.
 KX0294
 KX0294.The orthometric height was determined by differential leveling
 KX0294.and adjusted by the National Geodetic Survey in June 1991..
 KX0294.WARNING-Repeat measurements at this control monument indicate possible
 KX0294.vertical movement.
 KX0294
 KX0294.The geoid height was determined by GEOID03.
 KX0294
 KX0294.The dynamic height is computed by dividing the NAVD 88
 KX0294.geopotential number by the normal gravity value computed on the
 KX0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0294.degrees latitude (g = 980.6199 gals.).
 KX0294
 KX0294.The modeled gravity was interpolated from observed gravity values.
 KX0294
 KX0294;                    North         East    Units  Estimated Accuracy
 KX0294;SPC PA S     -   127,940.      577,930.      MT  (+/- 180 meters Scaled)
 KX0294
 KX0294                          SUPERSEDED SURVEY CONTROL
 KX0294
 KX0294  NGVD 29 (??/??/92)  195.378  (m)          641.00   (f) ADJ UNCH    1 1
 KX0294
 KX0294.Superseded values are not recommended for survey control.
 KX0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0294.See file dsdata.txt to determine how the superseded data were derived.
 KX0294
 KX0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE534859(NAD 83)
 KX0294_MARKER: DB = BENCH MARK DISK
 KX0294_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0294_SP_SET: BUILDING
 KX0294_STAMPING: AA 97 1935
 KX0294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0294_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KX0294+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2004
 KX0294
 KX0294  HISTORY     - Date     Condition        Report By
 KX0294  HISTORY     - 1935     MONUMENTED       CGS
 KX0294  HISTORY     - 1966     GOOD             NGS
 KX0294  HISTORY     - 20041108 GOOD             USPSQD
 KX0294
 KX0294                          STATION DESCRIPTION
 KX0294
 KX0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0294'0.1 MI NE FROM HUNTINGDON.
 KX0294'0.1 MILE NORTHEAST ALONG FOURTH STREET FROM THE PENNSYLVANIA
 KX0294'RAILROAD STATION AT HUNTINGDON, NEAR THE NORTH CORNER OF THE
 KX0294'INTERSECTION OF WASHINGTON AND FOURTH STREETS, SET IN THE STONE
 KX0294'VERANDA OF THE U.S. POST OFFICE BUILDING, 25 FEET NORTHWEST OF THE
 KX0294'CENTER OF THE MAIN SOUTHWEST FACE OF THE BUILDING, 3 FEET SOUTHWEST OF
 KX0294'THE SOUTHWEST FACE OF THE BUILDING, 1 FOOT NORTH OF THE MOST
 KX0294'NORTHWESTERLY STONE PILLAR, AND ABOUT 5 FEET ABOVE THE LEVEL
 KX0294'OF THE SIDEWALK.
 KX0294
 KX0294                          STATION RECOVERY (2004)
 KX0294
 KX0294'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPP)
 KX0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2803 ***********************************************************************
 KW2803  DESIGNATION -  AARONSBURG
 KW2803  PID         -  KW2803
 KW2803  STATE/COUNTY-  PA/CENTRE
 KW2803  USGS QUAD   -  MILLHEIM (1973)
 KW2803
 KW2803                         *CURRENT SURVEY CONTROL
 KW2803  ___________________________________________________________________
 KW2803* NAD 83(1992)-  40 54 13.92451(N)    077 26 05.30352(W)     ADJUSTED  
 KW2803* NAVD 88     -       375.19   (+/-2cm)    1230.9    (feet)  VERTCON   
 KW2803  ___________________________________________________________________
 KW2803  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 KW2803  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KW2803
 KW2803  HORZ ORDER  -  SECOND
 KW2803  VERT ORDER  -  THIRD ? (See Below)
 KW2803
 KW2803.The horizontal coordinates were established by classical geodetic methods
 KW2803.and adjusted by the National Geodetic Survey in June 2002..
 KW2803
 KW2803.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2803.The vertical order pertains to the NGVD 29 superseded value.
 KW2803
 KW2803.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2803
 KW2803.The geoid height was determined by GEOID03.
 KW2803
 KW2803;                    North         East     Units Scale Factor Converg.
 KW2803;SPC PA N     -    81,917.436   626,557.208   MT  0.99999675   +0 12 30.6
 KW2803;SPC PA N     -   268,757.45  2,055,629.77   sFT  0.99999675   +0 12 30.6
 KW2803;SPC PA S     -   174,435.985   626,557.051   MT  0.99999073   +0 12 16.2
 KW2803;SPC PA S     -   572,295.39  2,055,629.26   sFT  0.99999073   +0 12 16.2
 KW2803;UTM  18      - 4,530,939.705   294,922.899   MT  1.00011766   -1 35 41.4
 KW2803
 KW2803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2803!SPC PA N     -   0.99994638  x   0.99999675  =   0.99994313
 KW2803!SPC PA S     -   0.99994638  x   0.99999073  =   0.99993711
 KW2803!UTM  18      -   0.99994638  x   1.00011766  =   1.00006403
 KW2803
 KW2803|---------------------------------------------------------------------|
 KW2803| PID    Reference Object                     Distance      Geod. Az  |
 KW2803|                                                           dddmmss.s |
 KW2803| CJ9124 AARONSBURG RM 1                      10.833 METERS 01728     |
 KW2803| CJ9125 AARONSBURG RM 2                      32.495 METERS 10931     |
 KW2803| KW2903 POE VALLEY LOOKOUT TOWER            APPROX.12.4 KM 2161212.4 |
 KW2803| CJ9123 AARONSBURG AZ MK                                   2450630.6 |
 KW2803|---------------------------------------------------------------------|
 KW2803
 KW2803                          SUPERSEDED SURVEY CONTROL
 KW2803
 KW2803  NAD 83(1986)-  40 54 13.92104(N)    077 26 05.30529(W) AD(       ) 2
 KW2803  NAD 27      -  40 54 13.70557(N)    077 26 06.31765(W) AD(       ) 2
 KW2803  NGVD 29 (07/19/86)  375.40   (m)         1231.6    (f) LEVELING    3  
 KW2803
 KW2803.Superseded values are not recommended for survey control.
 KW2803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2803.See file dsdata.txt to determine how the superseded data were derived.
 KW2803
 KW2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL9492330940(NAD 83)
 KW2803_MARKER: DS = TRIANGULATION STATION DISK
 KW2803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2803
 KW2803  HISTORY     - Date     Condition        Report By
 KW2803  HISTORY     - 1958     MONUMENTED       CGS
 KW2803  HISTORY     - 1966     GOOD             USGS
 KW2803  HISTORY     - 1966     GOOD             CGS
 KW2803
 KW2803                          STATION DESCRIPTION
 KW2803
 KW2803'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KW2803'THE STATION IS APPROXIMATELY 1.0 MILE EAST-NORTHEAST OF AARONSBURG
 KW2803'ALONG THE NORTH SIDE OF STATE HIGHWAY 45 AND ON THE PROPERTY OF MR.
 KW2803'P.M. WINKELBLECH.
 KW2803'
 KW2803'TO REACH FROM THE POST OFFICE IN AARONSBURG, GO EASTERLY ON STATE
 KW2803'HIGHWAY 45 FOR 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 KW2803'CONTINUE EASTERLY ON HIGHWAY 45 FOR 0.45 MILE TO THE STATION ON THE
 KW2803'LEFT JUST WEST OF LARGE BARN.
 KW2803'
 KW2803'STATION MARKS ARE STANDARD DISKS STAMPED AARONSBURG 1958.  THE
 KW2803'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 KW2803'INCHES.  IT IS 44 FEET NORTH OF THE CENTER LINE OF HIGHWAY 45, 74
 KW2803'FEET WEST OF THE SOUTHWEST CORNER OF CONCRETE BLOCK EXTENTION
 KW2803'ON BARN, 3 FEET EAST OF FENCE LINE AND 27-1/2 FEET NORTHEAST OF THE
 KW2803'SOUTHEAST FENCE CORNER.  A STANDARD WITNESS POST WAS SET 3 FEET
 KW2803'WEST OF THE MARK.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 KW2803'OF CONCRETE 27 INCHES BELOW THE SURFACE OF THE GROUND.
 KW2803'
 KW2803'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED AARONSBURG NO 1 1958,
 KW2803'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 KW2803'71 FEET NORTH OF THE CENTER LINE OF HIGHWAY 45, 65 FEET NORTHWEST OF
 KW2803'THE SOUTHWEST CORNER OF BARN AND 1 FOOT EAST-SOUTHEAST OF FENCE
 KW2803'LINE.
 KW2803'
 KW2803'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED AARONSBURG NO 2 1958,
 KW2803'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 KW2803'23 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 45, 7 FEET WEST OF POWER
 KW2803'LINE POLE AND 56-1/2 FEET SOUTH OF THE SOUTHWEST CORNER OF BARN.
 KW2803'
 KW2803'AZIMUTH MARK IS A STANDARD DISK STAMPED AARONSBURG 1958, SET IN A
 KW2803'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 22 FEET SOUTH
 KW2803'OF THE CENTER LINE OF STATE HIGHWAY 45, 2-1/2 FEET EAST-SOUTHEAST OF
 KW2803'POWER LINE POLE AND NEAR THE NORTHEAST CORNER OF GRAVEL
 KW2803'STORAGE PIT.  A STANDARD WITNESS POST WAS NAILED TO POWER LINE POLE
 KW2803'2-1/2 FEET WEST- NORTHWEST.
 KW2803
 KW2803                          STATION RECOVERY (1966)
 KW2803
 KW2803'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KW2803'STATION WAS SEARCHED FOR AND FOUND IN GOOD CONDITION.
 KW2803
 KW2803                          STATION RECOVERY (1966)
 KW2803
 KW2803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW2803'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.0 MILE EAST
 KW2803'NORTHEAST OF ARRONSBURG.
 KW2803'
 KW2803'STATION WAS VISITED BY A LIGHTKEEPER FOR CHECK ANGLE PURPOSES.  THE
 KW2803'STATION, REFERENCE MARK NUMBER 1 AND THE AZIMUTH MARK WERE
 KW2803'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  REFERENCE MARK NUMBER
 KW2803'2 WAS SEARCHED FOR BUT NOT RECOVERED.  IT MIGHT HAVE BEEN
 KW2803'DESTROYED WHEN THE ROAD WAS IMPROVED OR COULD STILL BE IN POSITION
 KW2803'AND COVERED UP.  THE POWER LINE POLES HAVE BEEN REPLACED AND NOW
 KW2803'THE AZIMUTH MARK IS ABOUT 8 FEET NORTH OF A POWER LINE POLE AND ABOUT
 KW2803'2 INCHES UNDER THE SURFACE OF THE GROUND.  THE FENCE MENTIONED IN
 KW2803'THE 1958 DESCRIPTION NEAR THE STATION AND REFERENCE MARK 1 HAS BEEN
 KW2803'REMOVED AND THE WITNESS POSTS REFERRED TO ARE GONE.  OTHERWISE THE
 KW2803'1958 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5585 ***********************************************************************
 KV5585  DESIGNATION -  ABANDONED PLANT STACK
 KV5585  PID         -  KV5585
 KV5585  STATE/COUNTY-  PA/BUCKS
 KV5585  USGS QUAD   -  TRENTON WEST (1995)
 KV5585
 KV5585                         *CURRENT SURVEY CONTROL
 KV5585  ___________________________________________________________________
 KV5585* NAD 83(1992)-  40 08 22.55747(N)    074 48 31.90639(W)     ADJUSTED  
 KV5585* NAVD 88     -                                                        
 KV5585  ___________________________________________________________________
 KV5585  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 KV5585  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KV5585
 KV5585  HORZ ORDER  -  THIRD
 KV5585
 KV5585.The horizontal coordinates were established by classical geodetic methods
 KV5585.and adjusted by the National Geodetic Survey in June 2002..
 KV5585
 KV5585
 KV5585.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5585
 KV5585.The geoid height was determined by GEOID03.
 KV5585
 KV5585;                    North         East     Units Scale Factor Converg.
 KV5585;SPC PA S     -    93,696.609   850,590.038   MT  0.99997416   +1 54 29.5
 KV5585;SPC PA S     -   307,402.96  2,790,644.15   sFT  0.99997416   +1 54 29.5
 KV5585;SPC NJ       -   145,059.132   123,681.405   MT  0.99990852   -0 11 56.8
 KV5585;SPC NJ       -   475,914.84    405,778.08   sFT  0.99990852   -0 11 56.8
 KV5585;UTM  18      - 4,443,269.070   516,282.139   MT  0.99960326   +0 07 23.6
 KV5585
 KV5585                          SUPERSEDED SURVEY CONTROL
 KV5585
 KV5585  NAD 83(1996)-  40 08 22.55764(N)    074 48 31.90624(W) AD(       ) 4
 KV5585  NAD 83(1986)-  40 08 22.55590(N)    074 48 31.90381(W) AD(       ) 4
 KV5585  NAD 27      -  40 08 22.16400(N)    074 48 33.30800(W) AD(       ) 3
 KV5585
 KV5585.Superseded values are not recommended for survey control.
 KV5585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5585.See file dsdata.txt to determine how the superseded data were derived.
 KV5585
 KV5585_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1628243269(NAD 83)
 KV5585_MARKER: 63 = STACK
 KV5585
 KV5585  HISTORY     - Date     Condition        Report By
 KV5585  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5585  HISTORY     - 1947     GOOD             CGS
 KV5585  HISTORY     - 1976     GOOD             NGS
 KV5585
 KV5585                          STATION DESCRIPTION
 KV5585
 KV5585'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5585'THIS STATION IS THE CENTER OF THE CONCRETE STACK WHICH WITH A PORTION
 KV5585'OF A BRICK WALL ARE THE ONLY REMAINS OF AN OLD FACTORY.  IT IS
 KV5585'ABOUT 1/4 MILE SE OF U.S. HIGHWAY 13 AND 1 MILE NW OF MONEY ISLAND IN
 KV5585'THE DELAWARE RIVER, AND ABOUT 3 1/2 MILES NE OF BRISTOL.  THIS IS
 KV5585'A WHITE CONCRETE STACK ABOUT 200 FEET HIGH AND IS VERY PROMINENT.
 KV5585
 KV5585                          STATION RECOVERY (1947)
 KV5585
 KV5585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5585'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 KV5585'ADEQUATE.
 KV5585
 KV5585                          STATION RECOVERY (1976)
 KV5585
 KV5585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5585'THE STATION WAS RECOVERED AS DESCRIBED IN FAIR CONDITION.  THE
 KV5585'ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1652 ***********************************************************************
 KV1652  PACS        -  This is a Primary Airport Control Station.
 KV1652  DESIGNATION -  ABE AP 1962 STA B
 KV1652  PID         -  KV1652
 KV1652  STATE/COUNTY-  PA/LEHIGH
 KV1652  USGS QUAD   -  CATASAUQUA (1992)
 KV1652
 KV1652                         *CURRENT SURVEY CONTROL
 KV1652  ___________________________________________________________________
 KV1652* NAD 83(1992)-  40 39 28.99594(N)    075 25 53.39178(W)     ADJUSTED  
 KV1652* NAVD 88     -       114.566  (meters)     375.87   (feet)  ADJUSTED  
 KV1652  ___________________________________________________________________
 KV1652  X           -   1,218,818.845 (meters)                     COMP
 KV1652  Y           -  -4,689,685.130 (meters)                     COMP
 KV1652  Z           -   4,133,742.526 (meters)                     COMP
 KV1652  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 KV1652  ELLIP HEIGHT-          80.24  (meters)          (09/01/01) GPS OBS
 KV1652  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 KV1652  DYNAMIC HT  -         114.510 (meters)     375.69  (feet)  COMP
 KV1652  MODELED GRAV-     980,140.2   (mgal)                       NAVD 88
 KV1652
 KV1652  HORZ ORDER  -  B
 KV1652  VERT ORDER  -  SECOND    CLASS 0
 KV1652  ELLP ORDER  -  FOURTH    CLASS II
 KV1652
 KV1652.This mark is at Lehigh Valley Intl Airport (ABE)
 KV1652
 KV1652.The horizontal coordinates were established by GPS observations
 KV1652.and adjusted by the National Geodetic Survey in May 1995..
 KV1652
 KV1652.The orthometric height was determined by differential leveling
 KV1652.and adjusted by the National Geodetic Survey in June 1991..
 KV1652
 KV1652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1652
 KV1652.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1652
 KV1652.The ellipsoidal height was determined by GPS observations
 KV1652.and is referenced to NAD 83.
 KV1652
 KV1652.The geoid height was determined by GEOID03.
 KV1652
 KV1652.The dynamic height is computed by dividing the NAVD 88
 KV1652.geopotential number by the normal gravity value computed on the
 KV1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1652.degrees latitude (g = 980.6199 gals.).
 KV1652
 KV1652.The modeled gravity was interpolated from observed gravity values.
 KV1652
 KV1652;                    North         East     Units Scale Factor Converg.
 KV1652;SPC PA S     -   149,665.295   796,043.074   MT  0.99996603   +1 30 15.2
 KV1652;SPC PA S     -   491,026.89  2,611,684.65   sFT  0.99996603   +1 30 15.2
 KV1652;UTM  18      - 4,500,888.481   463,523.430   MT  0.99961638   -0 16 52.1
 KV1652
 KV1652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1652!SPC PA S     -   0.99998741  x   0.99996603  =   0.99995344
 KV1652!UTM  18      -   0.99998741  x   0.99961638  =   0.99960380
 KV1652
 KV1652                          SUPERSEDED SURVEY CONTROL
 KV1652
 KV1652  ELLIP H (05/04/95)   80.19   (m)                       GP(       ) 4 2
 KV1652  NGVD 29 (??/??/??)  114.779  (m)          376.57   (f) ADJUSTED    2 0
 KV1652
 KV1652.Superseded values are not recommended for survey control.
 KV1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1652.See file dsdata.txt to determine how the superseded data were derived.
 KV1652
 KV1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL6352300888(NAD 83)
 KV1652_MARKER: DT = TOPOGRAPHIC STATION DISK
 KV1652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1652_SP_SET: CONC
 KV1652_STAMPING: AP 1962 STA B
 KV1652_MARK LOGO: CGS   
 KV1652_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV1652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1652+STABILITY: SURFACE MOTION
 KV1652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1652+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1993
 KV1652
 KV1652  HISTORY     - Date     Condition        Report By
 KV1652  HISTORY     - 1962     MONUMENTED       CGS
 KV1652  HISTORY     - 1972     GOOD             NGS
 KV1652  HISTORY     - 19900615 GOOD             NGS
 KV1652  HISTORY     - 19931116 GOOD             NOS
 KV1652
 KV1652                          STATION DESCRIPTION
 KV1652
 KV1652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 KV1652'AT ALLENTOWN.
 KV1652'THE STATION IS LOCATED AT THE ALLENTOWN-BETHLEHEM-EASTON
 KV1652'AIRPORT IN ALLENTOWN, PENNSYLVANIA.  IT IS ON THE NE END OF
 KV1652'RUNWAY 6/24, 175.52 FEET SE OF THE CENTER LINE AND 57.30 FEET SE
 KV1652'OF THE SE LIGHT OF THE DISPLACED THRESHOLD.  IT IS A STANDARD
 KV1652'TOPOGRAPHIC DISK STAMPED STA B AP 1962 AND SET FLUSH WITH THE
 KV1652'GROUND IN CONCRETE.
 KV1652
 KV1652                          STATION RECOVERY (1990)
 KV1652
 KV1652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 KV1652'THE STATION IS LOCATED IN THE NORTHEAST PART OF THE AIRPORT ABOUT 950
 KV1652'FT (289.6 M) SOUTHWEST OF THE CENTERLINE END OF RUNWAY 24.  IT IS 100
 KV1652'FT (30.5 M) SE OF THE SOUTHEAST EDGE OF THE RUNWAY, 109.7 FT (33.4 M)
 KV1652'SE OF THE THIRD RUNWAY LIGHT SOUTHWEST OF THE DISPLACED THRESHOLD 24,
 KV1652'32.9 FT (10.0 M) NORTHWEST OF A RADAR REFLECTOR, AND 27.0 FT (8.2 M)
 KV1652'SOUTHEAST OF THE CENTER OF AN OLD CONCRETE REIL BASE. IT IS A CGS
 KV1652'TOPOGRAPHIC DISK STAMPED---AP 1962 STA B---, AND SET IN THE TOP OF A
 KV1652'CONCRETE POST 0.1 FT (0.0 M) BELOW THE GROUND SURFACE.
 KV1652
 KV1652                          STATION RECOVERY (1993)
 KV1652
 KV1652'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (RAH)
 KV1652'THE STATION IS LOCATED ON THE ALLENTOWN-BETHLEHEM-EASTON INTERNATIONAL
 KV1652'AIRPORT NEAR THE EAST END OF THE FIELD ABOUT 950 FT (289.6 M)
 KV1652'SOUTHWEST OF CENTER LINE END 24 IN ALLENTOWN, PENNSYLVANIA.
 KV1652' 
 KV1652'TO REACH THE STATION FROM THE INTERSECTION OF US 22 AND AIRPORT ROAD
 KV1652'PROCEED 0.6 MI (1.0 KM) NORTHEASTERLY TO AIRPORT ENTRANCE ROAD ON
 KV1652'LEFT, TURN LEFT AND GO 0.1 MI (0.2 KM) TO ROAD LEFT (LEADING BETWEEN
 KV1652'FIRE STATION AND GOVERNMENT BUILDING) AND GO 0.05 MI (0.08 KM) TO GATE
 KV1652'B1, PASS THROUGH GATE AND GO 0.2 MI (0.3 KM) WEST ACROSS TERMINAL RAMP
 KV1652'TO INTERSECTION OF TAXIWAYS A AND E, TURN RIGHT ON TAXIWAY A FOR 0.4
 KV1652'MI (0.6 KM) TO STATION ON LEFT.
 KV1652' 
 KV1652'THE STATION IS 100 FT (30.5 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 KV1652'RUNWAY, 32.9 FT (10.0 M) NORTHWEST OF A RADAR REFLECTOR, 27.0 FT (8.2
 KV1652'M) SOUTHEAST OF THE CENTER OF AN OLD CONCRETE REIL BASE, 227.1 FT
 KV1652'(69.2 M) NORTHEAST OF THE SOUTHEAST CORNER OF VASI, AND 187.3 FT (57.1
 KV1652'M) NORTHWEST OF THE NORTHWEST EDGE OF TAXIWAY.
 KV1652' 
 KV1652'THE STATION IS A CGS TOPOGRAPHIC DISK STAMPED AP 1962 STA B AND IS
 KV1652'FLUSH WITH THE GROUND.
 KV1652' 
 KV1652'FOR ACCESS TO STATION AND THE AIRPORT, CONTACT MR. GEORGE F. DOUGHTY,
 KV1652'EXECUTIVE DIRECTOR, ALLENTOWN-BETHLEHEM-EASTON INTERNATIONAL AIRPORT,
 KV1652'3311 AIRPORT ROAD, ALLENTOWN, PENNSYLVANIA 18103, PHONE (215)
 KV1652'266-6001.
 KV1652' 
 KV1652'RECOVERED AND DESCRIBED BY RALPH A. HARRELL, CHIEF OF NOS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA5387 ***********************************************************************
 AA5387  SACS        -  This is a Secondary Airport Control Station.
 AA5387  DESIGNATION -  ABE C 1981
 AA5387  PID         -  AA5387
 AA5387  STATE/COUNTY-  PA/LEHIGH
 AA5387  USGS QUAD   -  CATASAUQUA (1992)
 AA5387
 AA5387                         *CURRENT SURVEY CONTROL
 AA5387  ___________________________________________________________________
 AA5387* NAD 83(1992)-  40 38 46.20591(N)    075 27 00.92851(W)     ADJUSTED  
 AA5387* NAVD 88     -       118.71   (+/-2cm)     389.5    (feet)  VERTCON   
 AA5387  ___________________________________________________________________
 AA5387  X           -   1,217,500.054 (meters)                     COMP
 AA5387  Y           -  -4,690,919.286 (meters)                     COMP
 AA5387  Z           -   4,132,743.795 (meters)                     COMP
 AA5387  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 AA5387  ELLIP HEIGHT-          84.35  (meters)          (08/09/01) GPS OBS
 AA5387  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 AA5387
 AA5387  HORZ ORDER  -  FIRST
 AA5387  VERT ORDER  -  THIRD ? (See Below)
 AA5387  ELLP ORDER  -  FOURTH    CLASS II
 AA5387
 AA5387.This mark is at Lehigh Valley Intl Airport (ABE)
 AA5387
 AA5387.The horizontal coordinates were established by GPS observations
 AA5387.and adjusted by the National Geodetic Survey in May 1995..
 AA5387
 AA5387.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA5387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA5387
 AA5387.GPS derived orthometric heights for airport stations designated as
 AA5387.PACS or SACS are published to 2 decimal places.  This maintains
 AA5387.centimeter relative accuracy between the PACS and SACS.  It does
 AA5387.not indicate centimeter accuracy relative to other marks which are
 AA5387.part of the NAVD 88 network.
 AA5387.The vertical order pertains to the NGVD 29 superseded value.
 AA5387
 AA5387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5387
 AA5387.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5387
 AA5387.The ellipsoidal height was determined by GPS observations
 AA5387.and is referenced to NAD 83.
 AA5387
 AA5387.The geoid height was determined by GEOID03.
 AA5387
 AA5387;                    North         East     Units Scale Factor Converg.
 AA5387;SPC PA S     -   148,304.390   794,491.516   MT  0.99996530   +1 29 31.4
 AA5387;SPC PA S     -   486,561.99  2,606,594.25   sFT  0.99996530   +1 29 31.4
 AA5387;UTM  18      - 4,499,577.034   461,930.780   MT  0.99961784   -0 17 35.9
 AA5387
 AA5387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5387!SPC PA S     -   0.99998677  x   0.99996530  =   0.99995207
 AA5387!UTM  18      -   0.99998677  x   0.99961784  =   0.99960461
 AA5387
 AA5387                          SUPERSEDED SURVEY CONTROL
 AA5387
 AA5387  ELLIP H (05/04/95)   84.30   (m)                       GP(       ) 4 2
 AA5387  NGVD 29 (05/04/95)  118.93   (m)          390.2    (f) LEVELING    3  
 AA5387
 AA5387.Superseded values are not recommended for survey control.
 AA5387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5387.See file dsdata.txt to determine how the superseded data were derived.
 AA5387
 AA5387_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6193199577(NAD 83)
 AA5387_MARKER: DD = SURVEY DISK
 AA5387_SETTING: 66 = SET IN ROCK OUTCROP
 AA5387_STAMPING: ABE C 1981
 AA5387_MARK LOGO: CGS   
 AA5387_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA5387+STABILITY: POSITION/ELEVATION WELL
 AA5387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5387+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2001
 AA5387
 AA5387  HISTORY     - Date     Condition        Report By
 AA5387  HISTORY     - 1962     MONUMENTED       CGS
 AA5387  HISTORY     - 19900415 GOOD             NGS
 AA5387  HISTORY     - 20010710 GOOD             PADT
 AA5387
 AA5387                          STATION DESCRIPTION
 AA5387
 AA5387'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AA5387'THE STATION IS LOCATED ON THE ALLENTOWN-BETHLEHEM-EASTON INTERNATIONAL
 AA5387'AIRPORT AT THE SOUTHWEST END OF THE FIELD AT ALLENTOWN, PENNSYLVANIA.
 AA5387' 
 AA5387'TO REACH THE STATION FROM THE INTERSECTION OF US 22 AND AIRPORT ROAD
 AA5387'PROCEED 0.6 MI (1.0 KM) NORTHEASTERLY TO THE AIRPORT ENTRANCE ROAD ON
 AA5387'LEFT, TURN LEFT AND GO 0.1 MI (0.2 KM) TO A ROAD RIGHT, TURN RIGHT AND
 AA5387'GO 0.05 MI (0.08 KM) TO A ROAD LEFT, TURN LEFT AND GO 0.05 MI (0.08
 AA5387'KM) TO GATE B1 (BETWEEN FIRE STATION AND GOVERNMENT BUILDING), PASS
 AA5387'THROUGH GATE AND GO 0.2 MI (0.3 KM) WEST ACROSS RAMP TO TAXIWAY A,
 AA5387'TURN LEFT ON TAXIWAY A AND GO 0.9 MI (1.4 KM) TO STATION ON THE
 AA5387'RIGHT.
 AA5387' 
 AA5387'THE STATION IS 314.1 FT (95.7 M) SOUTH OF THE CENTERLINE END OF RUNWAY
 AA5387'6, 50.6 FT (15.4 M) NORTHWEST OF THE NORTHWEST EDGE OF TAXIWAY A
 AA5387'EXTENSION, (TAXIWAY LEADING TO FEDERAL EXPRESS HANGAR), 94.5 FT (28.8
 AA5387'M) SOUTHWEST OF SOUTHWEST EDGE OF CONNECTING TAXIWAY, AND 90.4 FT
 AA5387'(27.6 M) NORTHEAST OF THE APPROACH LIGHT SERVICE ROAD.
 AA5387' 
 AA5387'THE STATION IS A NOS DISK SET IN A DRILL HOLE IN A ROCK OUT CROP AND
 AA5387'IS FLUSH WITH THE GROUND.
 AA5387' 
 AA5387'FOR ACCESS TO STATION AND THE AIRPORT, CONTACT MR. GEORGE F. DOUGHTY,
 AA5387'EXECUTIVE DIRECTOR, ALLENTOWN-BETHLEHEM-EASTON INTERNATIONAL AIRPORT,
 AA5387'3311 AIRPORT ROAD, ALLENTOWN, PENNSYLVANIA 18103, PHONE (215)
 AA5387'266-6001.
 AA5387' 
 AA5387'DESCRIBED BY RALPH A. HARRELL, CHIEF OF NOS PARTY.
 AA5387
 AA5387                          STATION RECOVERY (1990)
 AA5387
 AA5387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (ARB)
 AA5387'THIS STATION IS LOCATED AT THE ALLENTOWN-BETHLEHEM EASTON AIRPORT AT
 AA5387'THE SOUTHWEST END OF THE FIELD NEAR RWY END 6.  IT IS 314.1 FT (95.7
 AA5387'M) SOUTHERLY OF THE CENTERLINE END OF THE RUNWAY, 134.9 FT (41.1 M)
 AA5387'SOUTHWESTERLY OF THE TAXIWAY LIGHT EVEN WITH THE OLD HOLD BAR ON THE
 AA5387'SOUTHWEST EDGE OF THE TAXIWAY LEADING TO THE RUNWAY 120.5 FT (36.7 M)
 AA5387'SOUTHWEST OF THE SOUTHWEST EDGE OF THE TAXIWAY LEADING TO THE RUNWAY,
 AA5387'AND 50.6 FT (15.4 M) NORTHWEST OF THE NORTHWEST EDGE OF THE NEW
 AA5387'EXTENSION OF TAXIWAY A.  THE STATION IS A STANDARD NOS DISK SET IN A
 AA5387'DRILL HOLE IN A ROCK OUTCROP FLUSH WITH THE GROUND.  IT IS
 AA5387'STAMPED---ABE C 1981---.
 AA5387
 AA5387                          STATION RECOVERY (2001)
 AA5387
 AA5387'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (SQ)
 AA5387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA5388 ***********************************************************************
 AA5388  SACS        -  This is a Secondary Airport Control Station.
 AA5388  DESIGNATION -  ABE D 1993
 AA5388  PID         -  AA5388
 AA5388  STATE/COUNTY-  PA/LEHIGH
 AA5388  USGS QUAD   -  CATASAUQUA (1992)
 AA5388
 AA5388                         *CURRENT SURVEY CONTROL
 AA5388  ___________________________________________________________________
 AA5388* NAD 83(1992)-  40 39 07.16286(N)    075 26 21.68618(W)     ADJUSTED  
 AA5388* NAVD 88     -       117.97   (+/-2cm)     387.0    (feet)  VERTCON   
 AA5388  ___________________________________________________________________
 AA5388  X           -   1,218,286.480 (meters)                     COMP
 AA5388  Y           -  -4,690,279.442 (meters)                     COMP
 AA5388  Z           -   4,133,233.794 (meters)                     COMP
 AA5388  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 AA5388  ELLIP HEIGHT-          83.62  (meters)          (08/09/01) GPS OBS
 AA5388  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 AA5388
 AA5388  HORZ ORDER  -  FIRST
 AA5388  VERT ORDER  -  THIRD ? (See Below)
 AA5388  ELLP ORDER  -  FOURTH    CLASS II
 AA5388
 AA5388.This mark is at Lehigh Valley Intl Airport (ABE)
 AA5388
 AA5388.The horizontal coordinates were established by GPS observations
 AA5388.and adjusted by the National Geodetic Survey in May 1995..
 AA5388
 AA5388.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA5388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA5388
 AA5388.GPS derived orthometric heights for airport stations designated as
 AA5388.PACS or SACS are published to 2 decimal places.  This maintains
 AA5388.centimeter relative accuracy between the PACS and SACS.  It does
 AA5388.not indicate centimeter accuracy relative to other marks which are
 AA5388.part of the NAVD 88 network.
 AA5388.The vertical order pertains to the NGVD 29 superseded value.
 AA5388
 AA5388.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5388
 AA5388.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5388
 AA5388.The ellipsoidal height was determined by GPS observations
 AA5388.and is referenced to NAD 83.
 AA5388
 AA5388.The geoid height was determined by GEOID03.
 AA5388
 AA5388;                    North         East     Units Scale Factor Converg.
 AA5388;SPC PA S     -   148,974.658   795,396.273   MT  0.99996566   +1 29 56.9
 AA5388;SPC PA S     -   488,761.02  2,609,562.61   sFT  0.99996566   +1 29 56.9
 AA5388;UTM  18      - 4,500,218.564   462,855.658   MT  0.99961698   -0 17 10.4
 AA5388
 AA5388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5388!SPC PA S     -   0.99998688  x   0.99996566  =   0.99995254
 AA5388!UTM  18      -   0.99998688  x   0.99961698  =   0.99960387
 AA5388
 AA5388                          SUPERSEDED SURVEY CONTROL
 AA5388
 AA5388  ELLIP H (05/04/95)   83.57   (m)                       GP(       ) 4 2
 AA5388  NGVD 29 (05/04/95)  118.18   (m)          387.7    (f) LEVELING    3  
 AA5388
 AA5388.Superseded values are not recommended for survey control.
 AA5388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5388.See file dsdata.txt to determine how the superseded data were derived.
 AA5388
 AA5388_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL6285600219(NAD 83)
 AA5388_MARKER: DS = TRIANGULATION STATION DISK
 AA5388_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA5388_SP_SET: SEE TEXT
 AA5388_STAMPING: ABE D 1993
 AA5388_MARK LOGO: NOS   
 AA5388_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5388+STABILITY: SURFACE MOTION
 AA5388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5388+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5388
 AA5388  HISTORY     - Date     Condition        Report By
 AA5388  HISTORY     - 1993     MONUMENTED       NOS
 AA5388  HISTORY     - 19900416 GOOD             NGS
 AA5388
 AA5388                          STATION DESCRIPTION
 AA5388
 AA5388'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (RAH)
 AA5388'THE STATION IS LOCATED ON THE ALLENTOWN-BETHLEHEM-EASTON INTERNATIONAL
 AA5388'AIRPORT NEAR THE CENTER OF THE AIRPORT IN ALLENTON, PENNSYLVANIA.
 AA5388' 
 AA5388'TO REACH THE STATION FROM THE INTERSECTION OF US 22 AND AIRPORT ROAD,
 AA5388'PROCEED 0.6 MI (1.0 KM) NORTHEASTERLY TO THE AIRPORT ENTRANCE ROAD ON
 AA5388'LEFT, TURN LEFT AND GO 0.1 MI (0.2 KM) TO A ROAD RIGHT, TURN RIGHT AND
 AA5388'GO 0.05 MI (0.08 KM) TO A ROAD LEFT, TURN LEFT AND GO 0.05 MI (0.08
 AA5388'KM) TO GATE B1, PASS THROUGH GATE AND GO 0.2 MI (0.3 KM) WEST AND
 AA5388'ACROSS RAMP TO TAXIWAY A, TURN LEFT AND GO 0.15 MI (0.24 KM) TO
 AA5388'STATION ON LEFT.
 AA5388' 
 AA5388'THE STATION IS 221.0 FT (67.4 M) NORTHEAST OF THE NORTHEAST EDGE OF
 AA5388'TAXIWAY D, 92.6 FT (28.2 M) SOUTHEAST OF THE SOUTHEAST EDGE OF TAXIWAY
 AA5388'A, 68.5 FT (20.9 M) SOUTHWEST OF THE CENTER OF A MACADAM ROAD LEADING
 AA5388'TO WIND INSTRUMENTS, AND 131.4 FT (40.1 M) WEST OF THE MIDFIELD
 AA5388'ANEMOMETER.
 AA5388' 
 AA5388'THE STATION IS SET IN A DRILL HOLE IN THE TOP OF A 2 FT (0.6 M) X 2 FT
 AA5388'(0.6 M) CONCRETE BASE WITH PROBABLE DEEP FOUNDATION.
 AA5388' 
 AA5388'FOR ACCESS TO STATION AND THE AIRPORT, CONTACT MR. GEORGE F. DOUGHTY,
 AA5388'EXECUTIVE DIRECTOR, ALLENTOWN-BETHLEHEM-EASTON INTERNATIONAL AIRPORT,
 AA5388'3311 AIRPORT ROAD, ALLENTOWN, PENNSYLVANIA 18103, PHONE (215)
 AA5388'266-6001.
 AA5388' 
 AA5388'DESCRIBED BY RALPH A. HARRELL, CHIEF OF PARTY.
 AA5388
 AA5388                          STATION RECOVERY (1990)
 AA5388
 AA5388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AA5388'THE STATION IS LOCATED ON THE ALLENTOWN-BETHLEHEM-EASTON INTERNATIONAL
 AA5388'AIRPORT NEAR THE MIDFIELD WIND INSTRUMENT SITE AT THE CENTER OF THE
 AA5388'AIRPORT.  THE STATION IS 221.0 FT (67.4 M) NORTHEAST OF THE NORTHEAST
 AA5388'EDGE OF TAXIWAY D, 92.6 FT (28.2 M) SOUTHEAST OF THE SOUTHEAST EDGE OF
 AA5388'TAXIWAY A, 68.5 FT (20.9 M) SOUTHWEST OF THE CENTER OF MACADAM ROAD
 AA5388'LEADING TO WIND INSTRUMENTS, AND 131.4 FT (40.1 M) WEST OF THE
 AA5388'MIDFIELD ANEMOMETER.  THE STATION IS SET IN A DRILL HOLE IN THE TOP OF
 AA5388'A 2 FT (0.6 M) X 2 FT (0.6 M) CONCRETE BASE WITH PROBABLE DEEP
 AA5388'FOUNDATION AND IS STAMPED---ABE D 1993---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5906 ***********************************************************************
 KV5906  DESIGNATION -  ABINGTON
 KV5906  PID         -  KV5906
 KV5906  STATE/COUNTY-  PA/MONTGOMERY
 KV5906  USGS QUAD   -  GERMANTOWN (1997)
 KV5906
 KV5906                         *CURRENT SURVEY CONTROL
 KV5906  ___________________________________________________________________
 KV5906* NAD 83(1992)-  40 06 51.95387(N)    075 07 53.35366(W)     ADJUSTED  
 KV5906* NAVD 88     -       110.5    (meters)     363.     (feet)  GPS OBS   
 KV5906  ___________________________________________________________________
 KV5906  X           -   1,253,393.895 (meters)                     COMP
 KV5906  Y           -  -4,721,040.087 (meters)                     COMP
 KV5906  Z           -   4,087,760.473 (meters)                     COMP
 KV5906  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 KV5906  ELLIP HEIGHT-          77.14  (meters)          (08/10/01) GPS OBS
 KV5906  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 KV5906
 KV5906  HORZ ORDER  -  FIRST
 KV5906  ELLP ORDER  -  FOURTH    CLASS II
 KV5906
 KV5906.The horizontal coordinates were established by GPS observations
 KV5906.and adjusted by the National Geodetic Survey in June 1994..
 KV5906
 KV5906.The orthometric height was determined by GPS observations and a
 KV5906.high-resolution geoid model.
 KV5906
 KV5906.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5906
 KV5906.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5906
 KV5906.The ellipsoidal height was determined by GPS observations
 KV5906.and is referenced to NAD 83.
 KV5906
 KV5906.The geoid height was determined by GEOID03.
 KV5906
 KV5906;                    North         East     Units Scale Factor Converg.
 KV5906;SPC PA S     -    90,038.085   823,193.286   MT  0.99997662   +1 41 55.9
 KV5906;SPC PA S     -   295,399.95  2,700,759.97   sFT  0.99997662   +1 41 55.9
 KV5906;UTM  18      - 4,440,466.420   488,795.054   MT  0.99960155   -0 05 05.0
 KV5906
 KV5906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5906!SPC PA S     -   0.99998790  x   0.99997662  =   0.99996452
 KV5906!UTM  18      -   0.99998790  x   0.99960155  =   0.99958945
 KV5906
 KV5906|---------------------------------------------------------------------|
 KV5906| PID    Reference Object                     Distance      Geod. Az  |
 KV5906|                                                           dddmmss.s |
 KV5906| CS3431 ABINGTON RM 2                        17.268 METERS 07731     |
 KV5906| CS3429 ABINGTON PRESB CHURCH SPIRE                        09301     |
 KV5906| KV6104 ABINGTON AZ MK                      APPROX. 0.7 KM 2773425.2 |
 KV5906| CS3430 ABINGTON RM 1                        19.821 METERS 31533     |
 KV5906|---------------------------------------------------------------------|
 KV5906
 KV5906                          SUPERSEDED SURVEY CONTROL
 KV5906
 KV5906  NAD 83(1996)-  40 06 51.95241(N)    075 07 53.35421(W) AD(       ) 1
 KV5906  NAD 83(1996)-  40 06 51.95430(N)    075 07 53.35344(W) AD(       ) 1
 KV5906  ELLIP H (06/28/94)   77.09   (m)                       GP(       ) 4 1
 KV5906  NAD 83(1991)-  40 06 51.95143(N)    075 07 53.35665(W) AD(       ) 2
 KV5906  ELLIP H (01/27/92)   77.35   (m)                       GP(       ) 4 1
 KV5906  NAD 83(1986)-  40 06 51.94824(N)    075 07 53.35800(W) AD(       ) 2
 KV5906  NGVD 29 (07/14/89)  110.4    (m)          362.     (f) GPS OBS        
 KV5906
 KV5906.Superseded values are not recommended for survey control.
 KV5906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5906.See file dsdata.txt to determine how the superseded data were derived.
 KV5906
 KV5906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8879540466(NAD 83)
 KV5906_MARKER: DH = HORIZONTAL CONTROL DISK
 KV5906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5906_SP_SET: CONCRETE POST
 KV5906_STAMPING: ABINGTON 1984
 KV5906_MARK LOGO: PADT  
 KV5906_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KV5906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5906+STABILITY: SURFACE MOTION
 KV5906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5906+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2004
 KV5906
 KV5906  HISTORY     - Date     Condition        Report By
 KV5906  HISTORY     - 1984     MONUMENTED       PADT
 KV5906  HISTORY     - 1984     GOOD             PADT
 KV5906  HISTORY     - 19930601 GOOD             ADRGS
 KV5906  HISTORY     - 20011110 GOOD             USPSQD
 KV5906  HISTORY     - 20040311 GOOD             DEWDAV
 KV5906
 KV5906                          STATION DESCRIPTION
 KV5906
 KV5906'DESCRIBED BY PA DEPT OF TRANSP 1984 (RBG)
 KV5906'THE STATION IS LOCATED ABOUT 2.1 KM (1.3 MI)
 KV5906'NORTH OF JENKINTOWN, 4 KM (2.5 MI.) SOUTH-SOUTHWEST OF
 KV5906'WILLOW GROVE,
 KV5906'IN ABINGTON AT THE ABINGTON HIGH
 KV5906'SCHOOL, 1841 SUSQUEHANNA STREET, ABINGTON, PA.
 KV5906'OWNERSHIP--ABINGTON SCHOOL DISTRICT
 KV5906'
 KV5906'TO REACH THE STATION FROM THE NOBLE STREET SEPTA STATION ON THE
 KV5906'NORTH SIDE OF JENKINTOWN, GO NORTH ON OLD YORK ROAD (STATE HIGHWAY
 KV5906'611) FOR 1.1 KM (.07 MI) TO SUSQUEHANNA ROAD, TURN LEFT AND GO
 KV5906'NORTHWEST ON SUSQUEHANNA ROAD FOR 0.6 KM (0.35 MI) TO JERICHO ROAD ON
 KV5906'THE RIGHT AND SCHOOL DRIVEWAY ON THE LEFT, TURN LEFT AND GO SOUTHWEST
 KV5906'ON SCHOOL DRIVEWAY, AROUND THE NORTHWESTERN SIDE OF THE HIGH SCHOOL
 KV5906'FOR 0.64 KM (0.40 MI) TO THE TENNIS COURTS AND THE STATION ON THE
 KV5906'LEFT.
 KV5906'
 KV5906'THE STATION IS A STANDARD PADT DISK
 KV5906'STAMPED---ABINGTON 1984---,
 KV5906'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5906'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV5906'22.95 METERS (75.3 FT) SOUTHEAST FROM THE CENTER OF SCHOOL DRIVEWAY
 KV5906'16.86 METERS (55.3 FT) WEST-NORTHWEST FROM THE SOUTHWEST CORNER OF
 KV5906'TENNIS COURTS, AND
 KV5906'5.39 METERS (17.7 FT) WEST-SOUTHWEST FROM A 4 INCH DIAMETER PINE
 KV5906'TREE.
 KV5906'THE UNDERGROUND MARK IS A STANDARD PADT DISK
 KV5906'STAMPED---ABINGTON 1984---,
 KV5906'SET INTO AN IRREGULAR MASS OF CONCRETE 1.07 METERS BELOW THE SURFACE.
 KV5906'
 KV5906'REFERENCE MARK NO. 1 IS A STANDARD PADT DISK
 KV5906'STAMPED---ABINGTON NO.1 1984---,
 KV5906'SET INTO THE TOP OF CONCRETE CURB ON THE SOUTHERN SIDE OF SCHOOL
 KV5906'DRIVEWAY. LOCATED
 KV5906'33.22 METERS (109.0 FT) NORTHEAST FROM A LIGHT POLE.
 KV5906'32.31 METERS (106.0 FT) NORTHWEST FROM THE SOUTHWEST CORNER OF
 KV5906'TENNIS COURTS, AND
 KV5906'29.63 METERS (97.2 FT) SOUTH-SOUTHWEST FROM A LIGHT POLE.
 KV5906'MARK IS 3.17 METERS BELOW THE STATION.
 KV5906'
 KV5906'REFERENCE MARK NO. 2 IS A STANDARD PADT DISK
 KV5906'STAMPED---ABINGTON NO.2 1984---,
 KV5906'SET INTO TOP OF CONCRETE CURB AT THE SOUTHWEST CORNER OF TENNIS
 KV5906'COURTS, AND AT THE CENTER OF THE ENTRANCE GATE. LOCATED
 KV5906'73 METERS (2.4 FT) NORTHEAST FROM THE SOUTHWEST CORNER OF COURTS.
 KV5906'MARK IS .82 METERS BELOW THE STATION.
 KV5906'
 KV5906'AZIMUTH MARK NO. 1 IS A STANDARD PADT DISK
 KV5906'STAMPED---ABINGTON 1984---,
 KV5906'SET INTO THE TOP OF CONCRETE CURB ON THE WESTERN SIDE OF HILLDALE
 KV5906'ROAD AT THE NORTHWEST CORNER OF THE INTERSECTION WITH EASTON ROAD.
 KV5906'LOCATED 3.57 METERS (11.7 FT) NORTH-NORTHWEST FROM THE NORTH CURB OF
 KV5906'EASTON ROAD, AND
 KV5906'1.58 METERS (5.2 FT) SOUTH-SOUTHEAST FROM A POWER POLE, NUMBER 2879.
 KV5906'TO REACH THE AZIMUTH FROM THE STATION,
 KV5906'GO SOUTHWEST FOR .16 KM (.1 MI) ON SCHOOL DRIVEWAY TO A STOP SIGN,
 KV5906'TURN RIGHT AND GO SOUTHWEST FOR .3 KM (.2 MI) ON SCHOOL DRIVEWAY TO
 KV5906'A T-ROAD AND A STOP SIGN,
 KV5906'TURN RIGHT AND GO WEST FOR .16 KM (.1 MI) ON SCHOOL DRIVEWAY TO
 KV5906'CHARLES STREET,
 KV5906'TURN RIGHT AND GO NORTHWEST FOR .24 KM (.15 MI) ON CHARLES STREET
 KV5906'TO COTTAGE ROAD,
 KV5906'CONTINUE STRAIGHT AHEAD AND GO NORTHWEST FOR
 KV5906'24 KM (.15 MI) ON CHARLES STREET TO EASTON ROAD,
 KV5906'TURN RIGHT AND GO NORTHEAST FOR .16 KM (.1 MI) ON EASTON ROAD TO
 KV5906'HILLDALE ROAD AND THE AZIMUTH MARK ON THE LEFT.
 KV5906'
 KV5906'THE ABINGTON PRESBYTERIAN CHURCH SPIRE IS INTENDED FOR USE AS A
 KV5906'SECONDARY AZIMUTH. DESCRIBED BY R. B. GROSSER
 KV5906
 KV5906                          STATION RECOVERY (1984)
 KV5906
 KV5906'RECOVERY NOTE BY PA DEPT OF TRANSP 1984
 KV5906'RECOVERED IN GOOD CONDITION.
 KV5906
 KV5906                          STATION RECOVERY (1993)
 KV5906
 KV5906'RECOVERY NOTE BY ADR GEODETIC SERVICES 1993
 KV5906'RECOVERED IN GOOD CONDITION.
 KV5906
 KV5906                          STATION RECOVERY (2001)
 KV5906
 KV5906'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMR)
 KV5906'ADD DATA, TO REACH THE STATION, GO SOUTHWEST ON SCHOOL DRIVEWAY PAST
 KV5906'(JR)HIGH SCHOOL TO THE NOTHWESTERN SIDE OF THE (SR)HIGH SCHOOL ETC.
 KV5906'SECONDARY AZ MARK ABINGTON PRESB. CHURCH IS NOT VISABLE FROM THE
 KV5906'STATION DUE TO LARGE TREES BLOCKING THE VIEW.
 KV5906
 KV5906                          STATION RECOVERY (2004)
 KV5906
 KV5906'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (CSW)
 KV5906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6104 ***********************************************************************
 KV6104  DESIGNATION -  ABINGTON AZ MK
 KV6104  PID         -  KV6104
 KV6104  STATE/COUNTY-  PA/MONTGOMERY
 KV6104  USGS QUAD   -  GERMANTOWN (1997)
 KV6104
 KV6104                         *CURRENT SURVEY CONTROL
 KV6104  ___________________________________________________________________
 KV6104* NAD 83(1992)-  40 06 54.84919(N)    075 08 21.72563(W)     ADJUSTED  
 KV6104* NAVD 88     -       112.     (meters)     367.     (feet)  VERTCON   
 KV6104  ___________________________________________________________________
 KV6104  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 KV6104  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KV6104
 KV6104  HORZ ORDER  -  THIRD
 KV6104
 KV6104.The horizontal coordinates were established by classical geodetic methods
 KV6104.and adjusted by the National Geodetic Survey in June 2002..
 KV6104.No horizontal observational check was made to the station.
 KV6104
 KV6104.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6104
 KV6104.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6104
 KV6104.The geoid height was determined by GEOID03.
 KV6104
 KV6104;                    North         East     Units Scale Factor Converg.
 KV6104;SPC PA S     -    90,107.458   822,519.084   MT  0.99997654   +1 41 37.5
 KV6104;SPC PA S     -   295,627.55  2,698,548.03   sFT  0.99997654   +1 41 37.5
 KV6104;UTM  18      - 4,440,556.709   488,123.590   MT  0.99960174   -0 05 23.3
 KV6104
 KV6104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6104!SPC PA S     -   0.99998772  x   0.99997654  =   0.99996426
 KV6104!UTM  18      -   0.99998772  x   0.99960174  =   0.99958946
 KV6104
 KV6104                          SUPERSEDED SURVEY CONTROL
 KV6104
 KV6104  NAD 83(1996)-  40 06 54.84771(N)    075 08 21.72618(W) AD(       ) 3
 KV6104  NAD 83(1991)-  40 06 54.84676(N)    075 08 21.72858(W) AD(       ) 3
 KV6104  NAD 83(1986)-  40 06 54.84326(N)    075 08 21.73000(W) AD(       ) 3
 KV6104  NGVD 29 (02/23/90)  112.     (m)          367.     (f) VERT ANG       
 KV6104
 KV6104.Superseded values are not recommended for survey control.
 KV6104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6104.See file dsdata.txt to determine how the superseded data were derived.
 KV6104
 KV6104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8812440557(NAD 83)
 KV6104_MARKER: DZ = AZIMUTH MARK DISK
 KV6104_SETTING: 0 = UNSPECIFIED SETTING
 KV6104_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6104+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2001
 KV6104
 KV6104  HISTORY     - Date     Condition        Report By
 KV6104  HISTORY     - 1984     MONUMENTED       PADT
 KV6104  HISTORY     - 20010331 GOOD             NGS
 KV6104  HISTORY     - 20011110 GOOD             USPSQD
 KV6104
 KV6104                          STATION DESCRIPTION
 KV6104
 KV6104'DESCRIBED BY PA DEPT OF TRANSP 1984 (RBG)
 KV6104'THE STATION IS LOCATED ABOUT 2.1 KM (1.3 MI)
 KV6104'NORTH OF JENKINTOWN,
 KV6104'4.0 KM (2.5 MI) SOUTH-SOUTHWEST OF STATION WILLOW GROVE, IN
 KV6104'ABINGTON, AT THE NORTHWEST CORNER OF EASTON ROAD AND HILLDALE ROAD.
 KV6104'OWNERSHIP--PADT
 KV6104'
 KV6104'TO REACH THE STATION FROM THE NOBLE STREET SEPTA STATION ON THE
 KV6104'NORTH SIDE OF JENKINTOWN, GO NORTH FOR 1.1 KM (0.7 MI) ON OLD YORK
 KV6104'ROAD (HIGHWAY 611) TO SUSQUEHANNA ROAD,
 KV6104'TURN LEFT AND GO NORTHWEST FOR 0.6 KM (0.35 MI) ON SUSQUEHANNA ROAD
 KV6104'TO JERICHO ROAD,
 KV6104'CONTINUE STRAIGHT AHEAD AND GO NORTHWEST FOR
 KV6104'0.4 KM (0.25 MI) ON SUSQUEHANNA ROAD TO EDGE HILL ROAD,
 KV6104'TURN LEFT AND GO SOUTHWEST FOR 0.5 KM (0.3 MI) ON EDGE HILL ROAD TO
 KV6104'EASTON ROAD,
 KV6104'TURN LEFT AND GO SOUTH-SOUTHWEST FOR 0.5 KM (0.3 MI) ON EASTON ROAD
 KV6104'TO HILLDALE ROAD AND THE STATION ON THE RIGHT.
 KV6104'
 KV6104'THE STATION IS A STANDARD PADT DISK
 KV6104'STAMPED---ABINGTON 1984---,
 KV6104'ROAD AT THE NORTHWEST CORNER OF INTERSECTION WITH EASTON ROAD.
 KV6104'3.57 METERS (11.7 FT) NORTH-NORTHWEST FROM THE NORTH CURB OF EASTON
 KV6104'ROAD, AND
 KV6104'1.58 METERS (5.2 FT) SOUTH-SOUTHEAST FROM A POWER POLE NUMBER 2879.
 KV6104
 KV6104                          STATION RECOVERY (2001)
 KV6104
 KV6104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV6104'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV6104
 KV6104                          STATION RECOVERY (2001)
 KV6104
 KV6104'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMR)
 KV6104'INSTRUCTIONS TO LOCATE MARK ARE CORRECT, ADD + MARK IS LOCATED ACROSS
 KV6104'FROM THE (NEWLY CONSTRUCTED ) COOPER BEACH ELEMENTARY SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV7080 ***********************************************************************
 KV7080  DESIGNATION -  ACADEMY93
 KV7080  PID         -  KV7080
 KV7080  STATE/COUNTY-  PA/PHILADELPHIA
 KV7080  USGS QUAD   -  FRANKFORD (1997)
 KV7080
 KV7080                         *CURRENT SURVEY CONTROL
 KV7080  ___________________________________________________________________
 KV7080* NAD 83(1996)-  40 04 12.70367(N)    075 00 32.00441(W)     ADJUSTED  
 KV7080* NAVD 88     -        37.0    (meters)     121.     (feet)  GPS OBS   
 KV7080  ___________________________________________________________________
 KV7080  X           -   1,264,296.510 (meters)                     COMP
 KV7080  Y           -  -4,721,348.982 (meters)                     COMP
 KV7080  Z           -   4,083,955.748 (meters)                     COMP
 KV7080  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 KV7080  ELLIP HEIGHT-           3.98  (meters)          (08/10/01) GPS OBS
 KV7080  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KV7080
 KV7080  HORZ ORDER  -  FIRST
 KV7080  ELLP ORDER  -  FOURTH    CLASS II
 KV7080
 KV7080.The horizontal coordinates were established by GPS observations
 KV7080.and adjusted by the National Geodetic Survey in May 1999..
 KV7080
 KV7080.The orthometric height was determined by GPS observations and a
 KV7080.high-resolution geoid model.
 KV7080
 KV7080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7080
 KV7080.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7080
 KV7080.The ellipsoidal height was determined by GPS observations
 KV7080.and is referenced to NAD 83.
 KV7080
 KV7080.The geoid height was determined by GEOID03.
 KV7080
 KV7080;                    North         East     Units Scale Factor Converg.
 KV7080;SPC PA S     -    85,445.826   833,792.196   MT  0.99998142   +1 46 42.3
 KV7080;SPC PA S     -   280,333.51  2,735,533.23   sFT  0.99998142   +1 46 42.3
 KV7080;SPC NJ       -   137,431.895   106,592.683   MT  0.99992319   -0 19 39.3
 KV7080;SPC NJ       -   450,891.14    349,712.83   sFT  0.99992319   -0 19 39.3
 KV7080;UTM  18      - 4,435,548.314   499,241.920   MT  0.99960001   -0 00 20.6
 KV7080
 KV7080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7080!SPC PA S     -   0.99999938  x   0.99998142  =   0.99998080
 KV7080!SPC NJ       -   0.99999938  x   0.99992319  =   0.99992257
 KV7080!UTM  18      -   0.99999938  x   0.99960001  =   0.99959939
 KV7080
 KV7080                          SUPERSEDED SURVEY CONTROL
 KV7080
 KV7080  NAD 83(1992)-  40 04 12.70320(N)    075 00 32.00466(W) AD(       ) 1
 KV7080  ELLIP H (06/28/94)    3.93   (m)                       GP(       ) 4 1
 KV7080
 KV7080.Superseded values are not recommended for survey control.
 KV7080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7080.See file dsdata.txt to determine how the superseded data were derived.
 KV7080
 KV7080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9924235548(NAD 83)
 KV7080_MARKER: DD = SURVEY DISK
 KV7080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7080_SP_SET: CONCRETE POST
 KV7080_STAMPING: ACADEMY93 1993
 KV7080_MARK LOGO: PA6540
 KV7080_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7080+STABILITY: SURFACE MOTION
 KV7080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7080+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV7080
 KV7080  HISTORY     - Date     Condition        Report By
 KV7080  HISTORY     - 1993     MONUMENTED       PA6540
 KV7080
 KV7080                          STATION DESCRIPTION
 KV7080
 KV7080'DESCRIBED BY CITY OF PHILADELPHIA PENNSYLVANIA 1993
 KV7080'THE STATION IS LOCATED IN THE 66TH WARD OF THE CITY OF PHILADELPHIA,ON
 KV7080'THE NORTHEAST SIDE OF GRANT AVENUE (NEAR THE NORTHEAST PHILADELPHIA
 KV7080'AIRPORT) NORTHWEST OF ACADEMY ROAD OPPOSITE THE HOLLEN FUNERAL HOME.
 KV7080'THE STATION IS 0.3 FT (0.1 M) BELOW THE GRASS SURFACE. THE MARK IS A
 KV7080'CITY OF PHILADELPHIA HORIZONTAL CONTROL NETWORK BRASS DISC STAMPED
 KV7080'ACADEMY93 1993.
 KV7080'TO REACH THE STATION FROM THE DELAWARE EXPRESSWAY (I-95) NORTH, TAKE
 KV7080'I-95 NORTH TO ACADEMY ROAD EXIT. STAY ON ACADEMY ROAD AND FOLLOW TO
 KV7080'GRANT AVENUE. TURN LEFT AND MARK WILL BE ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2644 ***********************************************************************
 LY2644  DESIGNATION -  ACES
 LY2644  PID         -  LY2644
 LY2644  STATE/COUNTY-  PA/PIKE
 LY2644  USGS QUAD   -  EDGEMERE (1992)
 LY2644
 LY2644                         *CURRENT SURVEY CONTROL
 LY2644  ___________________________________________________________________
 LY2644* NAD 83(1992)-  41 21 01.62608(N)    074 59 08.97603(W)     ADJUSTED  
 LY2644* NAVD 88     -       464.9    (meters)    1525.     (feet)  VERTCON   
 LY2644  ___________________________________________________________________
 LY2644  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 LY2644  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 LY2644
 LY2644  HORZ ORDER  -  SECOND
 LY2644
 LY2644.The horizontal coordinates were established by classical geodetic methods
 LY2644.and adjusted by the National Geodetic Survey in June 2002..
 LY2644
 LY2644.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2644
 LY2644.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2644
 LY2644.The geoid height was determined by GEOID03.
 LY2644
 LY2644;                    North         East     Units Scale Factor Converg.
 LY2644;SPC PA N     -   135,154.679   831,278.955   MT  0.99995752   +1 49 43.0
 LY2644;SPC PA N     -   443,419.98  2,727,287.70   sFT  0.99995752   +1 49 43.0
 LY2644;UTM  18      - 4,577,661.808   501,185.662   MT  0.99960002   +0 00 33.7
 LY2644
 LY2644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2644!SPC PA N     -   0.99993210  x   0.99995752  =   0.99988962
 LY2644!UTM  18      -   0.99993210  x   0.99960002  =   0.99953215
 LY2644
 LY2644|---------------------------------------------------------------------|
 LY2644| PID    Reference Object                     Distance      Geod. Az  |
 LY2644|                                                           dddmmss.s |
 LY2644| CB2617 ACES RM 1                             5.404 METERS 03617     |
 LY2644| LY2679 HIGH KNOB FIRE TOWER                APPROX.12.9 KM 2441030.4 |
 LY2644| CB2618 ACES RM 2                             7.428 METERS 28135     |
 LY2644|---------------------------------------------------------------------|
 LY2644
 LY2644                          SUPERSEDED SURVEY CONTROL
 LY2644
 LY2644  NAD 83(1996)-  41 21 01.62630(N)    074 59 08.97617(W) AD(       ) 2
 LY2644  NAD 83(1996)-  41 21 01.62678(N)    074 59 08.97694(W) AD(       ) 2
 LY2644  NAD 83(1986)-  41 21 01.62847(N)    074 59 08.97663(W) AD(       ) 2
 LY2644  NAD 27      -  41 21 01.29480(N)    074 59 10.36080(W) AD(       ) 2
 LY2644  NGVD 29 (07/19/86)  465.1    (m)         1526.     (f) VERT ANG       
 LY2644
 LY2644.Superseded values are not recommended for survey control.
 LY2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2644.See file dsdata.txt to determine how the superseded data were derived.
 LY2644
 LY2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL0118677662(NAD 83)
 LY2644_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2644_SETTING: 66 = SET IN ROCK OUTCROP
 LY2644
 LY2644  HISTORY     - Date     Condition        Report By
 LY2644  HISTORY     - 1959     MONUMENTED       CGS
 LY2644
 LY2644                          STATION DESCRIPTION
 LY2644
 LY2644'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY2644'THE STATION IS LOCATED ON STATE FOREST SERVICE PROPERTY, ON THE EAST
 LY2644'END AND THE HIGHEST POINT OF A ROCKY RIDGE ON ACES MOUNTAIN,
 LY2644'ABOUT 8.5 MILES EAST-NORTHEAST OF MILFORD, ABOUT 5 MILES EAST OF
 LY2644'LORDS VALLEY AND 5 MILES SOUTH OF GREELEY.
 LY2644'
 LY2644'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 AND U.S.
 LY2644'HIGHWAY 6, ABOUT 2 MILES SOUTH OF GREELEY, GO EAST AND
 LY2644'SOUTHEAST ON U.S. HIGHWAY 6 FOR 4.08 MILES TO A BLACKTOP ROAD AND
 LY2644'SIGN DOGS FOR SALE TRAINED ON THE RIGHT, SOUTHWEST, SIDE
 LY2644'OF THE HIGHWAY. TURN RIGHT AND GO SOUTH AND SOUTHWEST ON A BLACKTOP
 LY2644'ROAD FOR 0.15 MILE TO A FORK. TAKE THE LEFT FORK AND GO SOUTH
 LY2644'AND SOUTHWEST ON A BLACKTOP ROAD WHICH TURNS INTO A GRAVELED ROAD,
 LY2644'FOR 2.68 MILES TO TWO STONE PILLARS AND A DRIVEWAY ON THE
 LY2644'LEFT HAND SIDE OF THE GRAVELED ROAD. TURN LEFT AND GO
 LY2644'SOUTHWEST ON THE DRIVEWAY FOR 0.08 MILE TO A LOG-HOUSE, A GARAGE
 LY2644'STRAIGHT AHEAD AND A WIRE GATE ON THE LEFT.  PERMISSION TO
 LY2644'DRIVE BEYOND THIS POINT MUST BE OBTAINED FROM MISS CECELIA PIFF, WHO
 LY2644'HAS FULL CHARGE OF THE PROPERTIES AND OCCUPIES THE LOG HOUSE OWNED BY
 LY2644'MR. PHILLIP NEUWEILER.  A FOUR-WHEEL DRIVE VEHICLE IS REQUIRED TO
 LY2644'DRIVE BEYOND THIS POINT. TURN LEFT, PASS THROUGH THE GATE,
 LY2644'THENCE GO SOUTHWEST ON A TRACK ROAD ACROSS PASTURE LAND FOR 0.17
 LY2644'MILE TO A WIRE GATE AND FENCE CORNER. PASS THROUGH THE GATE AND
 LY2644'CONTINUE SOUTHWEST ON A TRACK ROAD ALONG THE EAST EDGE OF A
 LY2644'CULTIVATED FIELD FOR 0.16 MILE TO A GATE AND A LANE. PASS THROUGH
 LY2644'TWO GATES, THENCE TURN SHARP LEFT AND GO SOUTHEAST ON A TRACK
 LY2644'WOODS ROAD ALONG THE SOUTH SIDE OF A FENCE LINE FOR 0.23 MILE TO A
 LY2644'NORTH AND SOUTH FENCE LINE. TURN RIGHT AND GO SOUTH AND
 LY2644'SOUTHWEST ON THE WOODS ROAD FOR 0.1 MILE TO A FENCE CORNER AND
 LY2644'BOUNDARY NO. 67, WHICH IS PAINTED ON A PROJECTING ROCK. TURN
 LY2644'LEFT AND GO SOUTHEAST ON THE WOODS ROAD ALONG THE SOUTH SIDE OF A
 LY2644'FENCE LINE FOR 0.25 MILE TO WHERE THE ROAD TURNS SHARPLY TO
 LY2644'THE RIGHT THROUGH THE TREES AND AROUND THE WEST SIDE OF A
 LY2644'ROCKY BLUFF. KEEP RIGHT ON THE WOODS ROAD AND CONTINUE SOUTHWEST
 LY2644'ALONG THE FENCE LINE FOR 0.35 MILE TO A FENCE CORNER,
 LY2644'FORESTRY BOUNDRY LINE AND THE END OF TRUCK TRAVEL.
 LY2644'
 LY2644'FROM THE END OF TRUCK TRAVEL PACK SOUTH ON A TRAIL WHICH IS MARKED
 LY2644'WITH WHITE PAINT ON THE TREES, FOR ABOUT 5-MINUTES TO AN
 LY2644'ARROW BLAZED ON AN 8-INCH OAK TREE AT THE EDGE OF A ROCKY BLUFF. TURN
 LY2644'LEFT AND PACK EAST ALONG THE ROCKY RIDGE FOR ABOUT 10-MINUTES
 LY2644'TO THE EAST END OF THE ROCKY RIDGE, A 5-INCH ELM TREE WITH A
 LY2644'TRIANGULAR BLAZE AND THE STATION.
 LY2644'
 LY2644'THE STATION AND REFERENCE MARKS ARE SET IN DRILL HOLES IN THE TOP OF
 LY2644'A LARGE ROCK OUTCROP.
 LY2644'
 LY2644'THE STATION MARK, A STANDARD DISK STAMPED ACES 1959. IT IS 9 FEET
 LY2644'NORTHEAST OF AN 8-INCH ELM TREE WITH A TRIANGULAR
 LY2644'BLAZE, 8 FEET WEST OF THE EAST EDGE OF THE ROCK OUTCROP AND 3.7 FEET
 LY2644'NORTH OF THE SOUTH EDGE OF THE ROCK OUTCROP.
 LY2644'
 LY2644'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ACES NO 1 1959. IT IS 26
 LY2644'FEET NORTHEAST OF THE 8-INCH ELM TREE WITH A TRIANGULAR
 LY2644'BLAZE AND 5.4 FEET WEST OF THE EAST EDGE OF THE ROCK OUTCROP.
 LY2644'
 LY2644'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ACES NO 2 1959. IT IS
 LY2644'19.4 FEET NORTH WEST OF THE TRIANGULAR BLAZED TREE AND 10
 LY2644'FEET NORTH OF THE SOUTH EDGE OF THE BLUFF.
 LY2644'
 LY2644'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2571 ***********************************************************************
 KV2571  DESIGNATION -  ADAM
 KV2571  PID         -  KV2571
 KV2571  STATE/COUNTY-  PA/BERKS
 KV2571  USGS QUAD   -  HAMBURG (1977)
 KV2571
 KV2571                         *CURRENT SURVEY CONTROL
 KV2571  ___________________________________________________________________
 KV2571* NAD 83(1992)-  40 34 34.16987(N)    075 54 04.35909(W)     ADJUSTED  
 KV2571* NAVD 88     -       176.178  (meters)     578.01   (feet)  ADJUSTED  
 KV2571  ___________________________________________________________________
 KV2571  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 KV2571  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 KV2571  DYNAMIC HT  -         176.090 (meters)     577.72  (feet)  COMP
 KV2571  MODELED GRAV-     980,121.8   (mgal)                       NAVD 88
 KV2571
 KV2571  HORZ ORDER  -  SECOND
 KV2571  VERT ORDER  -  SECOND    CLASS 0
 KV2571
 KV2571.The horizontal coordinates were established by classical geodetic methods
 KV2571.and adjusted by the National Geodetic Survey in June 2002..
 KV2571
 KV2571.The orthometric height was determined by differential leveling
 KV2571.and adjusted by the National Geodetic Survey in June 1991..
 KV2571
 KV2571.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV2571
 KV2571.The geoid height was determined by GEOID03.
 KV2571
 KV2571.The dynamic height is computed by dividing the NAVD 88
 KV2571.geopotential number by the normal gravity value computed on the
 KV2571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2571.degrees latitude (g = 980.6199 gals.).
 KV2571
 KV2571.The modeled gravity was interpolated from observed gravity values.
 KV2571
 KV2571;                    North         East     Units Scale Factor Converg.
 KV2571;SPC PA S     -   139,636.221   756,522.958   MT  0.99996189   +1 11 58.1
 KV2571;SPC PA S     -   458,123.17  2,482,025.74   sFT  0.99996189   +1 11 58.1
 KV2571;UTM  18      - 4,492,098.564   423,722.861   MT  0.99967161   -0 35 10.4
 KV2571
 KV2571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV2571!SPC PA S     -   0.99997778  x   0.99996189  =   0.99993967
 KV2571!UTM  18      -   0.99997778  x   0.99967161  =   0.99964940
 KV2571
 KV2571|---------------------------------------------------------------------|
 KV2571| PID    Reference Object                     Distance      Geod. Az  |
 KV2571|                                                           dddmmss.s |
 KV2571| KV2572 ADAM RM 2                             6.948 METERS 17408     |
 KV2571| KV2561 KAUFFMAN                            APPROX. 3.0 KM 2650529.9 |
 KV2571| KV2573 ADAM RM 1                             7.238 METERS 33926     |
 KV2571|---------------------------------------------------------------------|
 KV2571
 KV2571                          SUPERSEDED SURVEY CONTROL
 KV2571
 KV2571  NAD 83(1986)-  40 34 34.16198(N)    075 54 04.36122(W) AD(       ) 2
 KV2571  NAD 27      -  40 34 33.82210(N)    075 54 05.61100(W) AD(       ) 2
 KV2571  NGVD 29 (??/??/??)  176.386  (m)          578.69   (f) ADJUSTED    2 0
 KV2571
 KV2571.Superseded values are not recommended for survey control.
 KV2571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2571.See file dsdata.txt to determine how the superseded data were derived.
 KV2571
 KV2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK2372392099(NAD 83)
 KV2571_MARKER: DS = TRIANGULATION STATION DISK
 KV2571_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KV2571_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KV2571_STAMPING: ADAM 1960
 KV2571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2571
 KV2571  HISTORY     - Date     Condition        Report By
 KV2571  HISTORY     - 1960     MONUMENTED       CGS
 KV2571  HISTORY     - 1960     GOOD             CGS
 KV2571  HISTORY     - 20030718 GOOD             PADT
 KV2571
 KV2571                          STATION DESCRIPTION
 KV2571
 KV2571'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV2571'THE STATION IS LOCATED ON A PROPERTY LINE BETWEEN TWO CULTIVATED
 KV2571'FIELDS, ABOUT 4.7 MILES EAST OF HAMBURG AND 0.7 MILE WEST OF
 KV2571'LENHARTSVILLE.  MR LESTER E. ADAM OWNS THE PROPERTY ON THE WEST SIDE
 KV2571'AND GRANTED PERMISSION TO ESTABLISH THE STATION.
 KV2571'
 KV2571'TO REACH FROM THE POST OFFICE AT THE NORTHWEST ANGLE OF THE
 KV2571'INTERSECTION OF A CROSSROAD IN LENHARTSVILLE, GO WEST-
 KV2571'NORTHWEST ON OLD U.S. HIGHWAY 22 FOR 0.68 MILE TO A ROW OF TREES, A
 KV2571'SIGN AHEAD BLUE MTN VIEW SNACK BAR ON THE RIGHT, NORTH, SIDE OF
 KV2571'THE HIGHWAY AND THE END OF TRUCK TRAVEL.  FROM THE END OF TRUCK
 KV2571'TRAVEL, PACK NORTH ALONG THE WEST SIDE OF A ROW OF TREES FOR ABOUT
 KV2571'0.15 MILE TO THE HIGHEST POINT OF A LOW HILL AND THE STATION AS
 KV2571'DESCRIBED.
 KV2571'
 KV2571'THE STATION MARK, A STANDARD DISK STAMPED ADAM 1960, IS BRAZED TO THE
 KV2571'TOP OF A 4-INCH CAST IRON SOIL PIPE PROJECTING ABOUT 3 INCHES
 KV2571'ABOVE THE SURFACE OF THE GROUND.  IT IS 40.2 FEET NORTH OF A 18-INCH
 KV2571'APPLE TREE AND 5.0 FEET EAST OF THE EAST EDGE OF A CULTIVATED FIELD.
 KV2571'
 KV2571'REFERENCE MARK 1, A STANDARD DISK STAMPED ADAM NO 1 1960, IS BRAZED
 KV2571'TO THE TOP OF A 4-INCH CAST IRON SOIL PIPE PROJECTING ABOUT
 KV2571'3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 64 FEET NORTH OF A
 KV2571'18-INCH APPLE TREE AND 2.0 FEET EAST OF THE EAST EDGE OF A
 KV2571'CULTIVATED FIELD AND IS ABOUT 1.0 FOOT LOWER THAN THE STATION.
 KV2571'
 KV2571'REFERENCE MARK 2, A STANDARD DISK STAMPED ADAM NO 2 1960, IS BRAZED
 KV2571'TO THE TOP OF A 4-INCH CAST IRON SOIL PIPE PROJECTING ABOUT
 KV2571'3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 18 FEET NORTH OF A
 KV2571'18-INCH APPLE TREE, 1.0 FOOT EAST OF THE EAST EDGE OF A CULTIVATED
 KV2571'FIELD AND IS ABOUT 0.6 FEET HIGHER THAN THE STATION.
 KV2571'
 KV2571'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  TRIANGULATION
 KV2571'STATION KAUFFMAN MAY BE USED AS AN AZIMUTH MARK.
 KV2571'
 KV2571'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 KV2571
 KV2571                          STATION RECOVERY (1960)
 KV2571
 KV2571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KV2571'0.8 MI W FROM LENHARTSVILLE.
 KV2571'0.7 MILE WEST ALONG OLD U.S. HIGHWAY 22 FROM THE HOTEL IN THE
 KV2571'CENTER OF THE VILLAGE OF LENHARTSVILLE, THENCE 0.1 MILE NORTH
 KV2571'ALONG A FENCE LINE WITH TREES, BETWEEN TWO CULTIVATED FIELD, 40
 KV2571'FEET NORTH OF AN 18-INCH APPLE TREE, 5 FEET EAST OF THE EAST
 KV2571'EDGE OF A CULTIVATED FIELD AND SET IN THE TOP OF A 4-INCH CAST
 KV2571'IRON PIPE PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 KV2571
 KV2571                          STATION RECOVERY (2003)
 KV2571
 KV2571'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 KV2571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2573 ***********************************************************************
 KV2573  DESIGNATION -  ADAM RM 1
 KV2573  PID         -  KV2573
 KV2573  STATE/COUNTY-  PA/BERKS
 KV2573  USGS QUAD   -  HAMBURG (1977)
 KV2573
 KV2573                         *CURRENT SURVEY CONTROL
 KV2573  ___________________________________________________________________
 KV2573* NAD 83(1986)-  40 34 33.     (N)    075 54 04.     (W)     SCALED    
 KV2573* NAVD 88     -       175.948  (meters)     577.26   (feet)  ADJUSTED  
 KV2573  ___________________________________________________________________
 KV2573  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 KV2573  DYNAMIC HT  -         175.860 (meters)     576.97  (feet)  COMP
 KV2573  MODELED GRAV-     980,121.8   (mgal)                       NAVD 88
 KV2573
 KV2573  VERT ORDER  -  SECOND    CLASS 0
 KV2573
 KV2573.The horizontal coordinates were scaled from a topographic map and have
 KV2573.an estimated accuracy of +/- 6 seconds.
 KV2573
 KV2573.The orthometric height was determined by differential leveling
 KV2573.and adjusted by the National Geodetic Survey in June 1991..
 KV2573
 KV2573.The geoid height was determined by GEOID03.
 KV2573
 KV2573.The dynamic height is computed by dividing the NAVD 88
 KV2573.geopotential number by the normal gravity value computed on the
 KV2573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2573.degrees latitude (g = 980.6199 gals.).
 KV2573
 KV2573.The modeled gravity was interpolated from observed gravity values.
 KV2573
 KV2573;                    North         East    Units  Estimated Accuracy
 KV2573;SPC PA S     -   139,600.      756,530.      MT  (+/- 180 meters Scaled)
 KV2573
 KV2573                          SUPERSEDED SURVEY CONTROL
 KV2573
 KV2573  NGVD 29 (??/??/??)  176.156  (m)          577.94   (f) ADJUSTED    2 0
 KV2573
 KV2573.Superseded values are not recommended for survey control.
 KV2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2573.See file dsdata.txt to determine how the superseded data were derived.
 KV2573
 KV2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK237920(NAD 83)
 KV2573_MARKER: DR = REFERENCE MARK DISK
 KV2573_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KV2573_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KV2573_STAMPING: ADAM NO 1 1960
 KV2573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2573
 KV2573  HISTORY     - Date     Condition        Report By
 KV2573  HISTORY     - 1960     MONUMENTED       CGS
 KV2573
 KV2573                          STATION DESCRIPTION
 KV2573
 KV2573'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2573'0.8 MI W FROM LENHARTSVILLE.
 KV2573'0.7 MILE WEST ALONG OLD U.S. HIGHWAY 22 FROM THE HOTEL IN THE
 KV2573'CENTER OF THE VILLAGE OF LENHARTSVILLE, THENCE 0.1 MILE NORTH
 KV2573'ALONG A FENCE LINE WITH TREES, 23.7 FEET NORTH OF THE STATION,
 KV2573'64 FEET NORTH OF AN 18 INCH APPLE TREE, 2 FEET EAST OF THE EAST
 KV2573'EDGE OF A CULTIVATED FIELD, SET IN THE TOP OF A 4-INCH IRON PIPE
 KV2573'PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2572 ***********************************************************************
 KV2572  DESIGNATION -  ADAM RM 2
 KV2572  PID         -  KV2572
 KV2572  STATE/COUNTY-  PA/BERKS
 KV2572  USGS QUAD   -  HAMBURG (1977)
 KV2572
 KV2572                         *CURRENT SURVEY CONTROL
 KV2572  ___________________________________________________________________
 KV2572* NAD 83(1986)-  40 34 33.     (N)    075 54 04.     (W)     SCALED    
 KV2572* NAVD 88     -       176.283  (meters)     578.36   (feet)  ADJUSTED  
 KV2572  ___________________________________________________________________
 KV2572  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 KV2572  DYNAMIC HT  -         176.195 (meters)     578.07  (feet)  COMP
 KV2572  MODELED GRAV-     980,121.8   (mgal)                       NAVD 88
 KV2572
 KV2572  VERT ORDER  -  SECOND    CLASS 0
 KV2572
 KV2572.The horizontal coordinates were scaled from a topographic map and have
 KV2572.an estimated accuracy of +/- 6 seconds.
 KV2572
 KV2572.The orthometric height was determined by differential leveling
 KV2572.and adjusted by the National Geodetic Survey in June 1991..
 KV2572
 KV2572.The geoid height was determined by GEOID03.
 KV2572
 KV2572.The dynamic height is computed by dividing the NAVD 88
 KV2572.geopotential number by the normal gravity value computed on the
 KV2572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2572.degrees latitude (g = 980.6199 gals.).
 KV2572
 KV2572.The modeled gravity was interpolated from observed gravity values.
 KV2572
 KV2572;                    North         East    Units  Estimated Accuracy
 KV2572;SPC PA S     -   139,600.      756,530.      MT  (+/- 180 meters Scaled)
 KV2572
 KV2572                          SUPERSEDED SURVEY CONTROL
 KV2572
 KV2572  NGVD 29 (??/??/??)  176.490  (m)          579.03   (f) ADJUSTED    2 0
 KV2572
 KV2572.Superseded values are not recommended for survey control.
 KV2572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2572.See file dsdata.txt to determine how the superseded data were derived.
 KV2572
 KV2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK237920(NAD 83)
 KV2572_MARKER: DR = REFERENCE MARK DISK
 KV2572_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KV2572_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KV2572_STAMPING: ADAM NO 2 1960
 KV2572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2572
 KV2572  HISTORY     - Date     Condition        Report By
 KV2572  HISTORY     - 1960     MONUMENTED       CGS
 KV2572  HISTORY     - 20030718 GOOD             PADT
 KV2572  HISTORY     - 20030721 POOR             PADT
 KV2572
 KV2572                          STATION DESCRIPTION
 KV2572
 KV2572'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2572'0.8 MI W FROM LENHARTSVILLE.
 KV2572'0.7 MILE WEST ALONG OLD U.S. HIGHWAY 22 FROM THE HOTEL IN THE
 KV2572'CENTER OF THE VILLAGE OF LENHARTSVILLE, THENCE 0.1 MILE NORTH
 KV2572'ALONG A FENCE LINE WITH TREES, 22.8 FEET SOUTH OF THE STATION,
 KV2572'18 FEET NORTH OF AN 18-INCH APPLE TREE, 1 FOOT EAST OF THE EAST
 KV2572'EDGE OF A CULTIVATED FIELD, SET IN THE TOP OF A 4-INCH IRON
 KV2572'PIPE PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 KV2572
 KV2572                          STATION RECOVERY (2003)
 KV2572
 KV2572'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 KV2572'RECOVERED IN GOOD CONDITION.
 KV2572
 KV2572                          STATION RECOVERY (2003)
 KV2572
 KV2572'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 KV2572'NEW PENNDOT ELEVATION FOR ADAM RM 2 DERIVED FROM LEVEL LINE FROM ADAM
 KV2572'TO V 178 PADH TO U 178 PADH TO 384 USGS IS 176.268 M (578.31 FT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV7081 ***********************************************************************
 KV7081  DESIGNATION -  ADAMS
 KV7081  PID         -  KV7081
 KV7081  STATE/COUNTY-  PA/PHILADELPHIA
 KV7081  USGS QUAD   -  FRANKFORD (1997)
 KV7081
 KV7081                         *CURRENT SURVEY CONTROL
 KV7081  ___________________________________________________________________
 KV7081* NAD 83(1996)-  40 01 45.82127(N)    075 06 19.19571(W)     ADJUSTED  
 KV7081* NAVD 88     -        32.2    (meters)     106.     (feet)  GPS OBS   
 KV7081  ___________________________________________________________________
 KV7081  X           -   1,257,095.946 (meters)                     COMP
 KV7081  Y           -  -4,726,283.929 (meters)                     COMP
 KV7081  Z           -   4,080,484.740 (meters)                     COMP
 KV7081  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 KV7081  ELLIP HEIGHT-          -0.85  (meters)          (08/10/01) GPS OBS
 KV7081  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KV7081
 KV7081  HORZ ORDER  -  FIRST
 KV7081  ELLP ORDER  -  FOURTH    CLASS II
 KV7081
 KV7081.The horizontal coordinates were established by GPS observations
 KV7081.and adjusted by the National Geodetic Survey in May 1999..
 KV7081
 KV7081.The orthometric height was determined by GPS observations and a
 KV7081.high-resolution geoid model.
 KV7081
 KV7081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7081
 KV7081.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7081
 KV7081.The ellipsoidal height was determined by GPS observations
 KV7081.and is referenced to NAD 83.
 KV7081
 KV7081.The geoid height was determined by GEOID03.
 KV7081
 KV7081;                    North         East     Units Scale Factor Converg.
 KV7081;SPC PA S     -    80,666.777   825,704.704   MT  0.99998637   +1 42 57.0
 KV7081;SPC PA S     -   264,654.25  2,708,999.52   sFT  0.99998637   +1 42 57.0
 KV7081;SPC NJ       -   132,953.470    98,335.524   MT  0.99993285   -0 23 21.6
 KV7081;SPC NJ       -   436,198.18    322,622.46   sFT  0.99993285   -0 23 21.6
 KV7081;UTM  18      - 4,431,025.075   491,012.736   MT  0.99960099   -0 04 03.9
 KV7081
 KV7081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7081!SPC PA S     -   1.00000013  x   0.99998637  =   0.99998650
 KV7081!SPC NJ       -   1.00000013  x   0.99993285  =   0.99993298
 KV7081!UTM  18      -   1.00000013  x   0.99960099  =   0.99960112
 KV7081
 KV7081                          SUPERSEDED SURVEY CONTROL
 KV7081
 KV7081  NAD 83(1992)-  40 01 45.82076(N)    075 06 19.19602(W) AD(       ) 1
 KV7081  ELLIP H (06/28/94)   -0.90   (m)                       GP(       ) 4 1
 KV7081
 KV7081.Superseded values are not recommended for survey control.
 KV7081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7081.See file dsdata.txt to determine how the superseded data were derived.
 KV7081
 KV7081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9101331025(NAD 83)
 KV7081_MARKER: DD = SURVEY DISK
 KV7081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7081_SP_SET: CONCRETE POST
 KV7081_STAMPING: ADAMS 1993
 KV7081_MARK LOGO: PA6540
 KV7081_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7081+STABILITY: SURFACE MOTION
 KV7081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7081+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2004
 KV7081
 KV7081  HISTORY     - Date     Condition        Report By
 KV7081  HISTORY     - 1993     MONUMENTED       PA6540
 KV7081  HISTORY     - 20040311 GOOD             DEWDAV
 KV7081
 KV7081                          STATION DESCRIPTION
 KV7081
 KV7081'DESCRIBED BY CITY OF PHILADELPHIA PENNSYLVANIA 1993
 KV7081'THE STATION IS LOCATED IN NORTHEAST PHILADELPHIA AT THE SOUTH END OF
 KV7081'ACENTER ISLAND SEPARATING THE NORTHBOUND AND SOUTHBOUND TRAFFIC ON
 KV7081'ROOSEVELT BOULEVARD (US ROUTE 1). THIS ISLAND IS LOCATED ACROSS
 KV7081'WHITAKER AVENUE AS IT INTERSECTS WITH ROOSEVELT BOULEVARD. THE
 KV7081'STATION IS SET 0.4 FT (0.1 M) BELOW GROUND LEVEL, 15.0 FT (4.6 M)
 KV7081'EAST OF THE WEST CURB OF THE ISLAND AND 5.0 FT (1.5 M) SOUTH OF A
 KV7081'STREET LIGHT, SAID LIGHT BEING THE SECOND LIGHT FROM THE SOUTH
 KV7081'CURBLINE OF THE ISLAND. THE MARK IS A CITY OF PHILADELPHIA HORIZONTAL
 KV7081'CONTROL NETWORK BRASS DISK STAMPED ADAMS 1993.
 KV7081'THE STATION IS ON ROOSEVELT BOULEVARD (U.S. ROUTE 1), 3.1 MI (5.0 KM)
 KV7081'SOUTH OF COTTMAN AVENUE (PA ROUTE 73).
 KV7081
 KV7081                          STATION RECOVERY (2004)
 KV7081
 KV7081'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (CSW)
 KV7081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1976 ***********************************************************************
 KX1976  DESIGNATION -  ADAMS STEEL ERECTION RAD MAST
 KX1976  PID         -  KX1976
 KX1976  STATE/COUNTY-  PA/ARMSTRONG
 KX1976  USGS QUAD   -  MOSGROVE (1993)
 KX1976
 KX1976                         *CURRENT SURVEY CONTROL
 KX1976  ___________________________________________________________________
 KX1976* NAD 83(1992)-  40 45 36.68796(N)    079 24 30.91038(W)     ADJUSTED  
 KX1976* NAVD 88     -                                                        
 KX1976  ___________________________________________________________________
 KX1976  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 KX1976  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KX1976
 KX1976  HORZ ORDER  -  THIRD
 KX1976
 KX1976.The horizontal coordinates were established by classical geodetic methods
 KX1976.and adjusted by the National Geodetic Survey in June 2002..
 KX1976
 KX1976
 KX1976.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1976
 KX1976.The geoid height was determined by GEOID03.
 KX1976
 KX1976;                    North         East     Units Scale Factor Converg.
 KX1976;SPC PA S     -   159,748.551   459,961.862   MT  0.99997406   -1 04 33.9
 KX1976;SPC PA S     -   524,108.37  1,509,058.21   sFT  0.99997406   -1 04 33.9
 KX1976;UTM  17      - 4,513,354.693   634,326.837   MT  0.99982209   +1 02 21.0
 KX1976
 KX1976                          SUPERSEDED SURVEY CONTROL
 KX1976
 KX1976  NAD 83(1986)-  40 45 36.69138(N)    079 24 30.91646(W) AD(       ) 4
 KX1976  NAD 27      -  40 45 36.45668(N)    079 24 31.77202(W) AD(       ) 3
 KX1976
 KX1976.Superseded values are not recommended for survey control.
 KX1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1976.See file dsdata.txt to determine how the superseded data were derived.
 KX1976
 KX1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF3432713355(NAD 83)
 KX1976_MARKER: 42 = RADIO/TV MAST
 KX1976
 KX1976  HISTORY     - Date     Condition        Report By
 KX1976  HISTORY     - 1958     FIRST OBSERVED   CGS
 KX1976  HISTORY     - 1967     GOOD             CGS
 KX1976  HISTORY     - 19930118 MARK NOT FOUND   USPSQD
 KX1976
 KX1976                          STATION DESCRIPTION
 KX1976
 KX1976'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX1976'THE STATION IS THE ANTENNA AT THE TOP CENTER OF MAST WHICH IS LOCATED
 KX1976'ABOUT 6 MILES EAST OF KITTANNING AND ABOUT 200 FEET SOUTH OF
 KX1976'U.S. HIGHWAY 422, ON A HILL KNOWN LOCALLY AS BLANKET HILL.
 KX1976'
 KX1976'THE MAST IS A SLENDER STEEL STRUCTURE, PAINTED RED AND WHITE, AND IS
 KX1976'ABOUT 160 FEET HIGH.
 KX1976
 KX1976                          STATION RECOVERY (1967)
 KX1976
 KX1976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX1976'STATION RECOVERED AS DESCRIBED BY W.E. RANDALL IN 1958.
 KX1976
 KX1976                          STATION RECOVERY (1993)
 KX1976
 KX1976'RECOVERY NOTE BY US POWER SQUADRON 1993 (JBW)
 KX1976'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2792 ***********************************************************************
 LY2792  DESIGNATION -  ADELLA
 LY2792  PID         -  LY2792
 LY2792  STATE/COUNTY-  PA/LACKAWANNA
 LY2792  USGS QUAD   -  DALTON (1994)
 LY2792
 LY2792                         *CURRENT SURVEY CONTROL
 LY2792  ___________________________________________________________________
 LY2792* NAD 83(1992)-  41 31 26.25344(N)    075 39 38.58352(W)     ADJUSTED  
 LY2792* NAVD 88     -       481.1    (meters)    1578.     (feet)  VERTCON   
 LY2792  ___________________________________________________________________
 LY2792  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 LY2792  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 LY2792
 LY2792  HORZ ORDER  -  SECOND
 LY2792
 LY2792.The horizontal coordinates were established by classical geodetic methods
 LY2792.and adjusted by the National Geodetic Survey in June 2002..
 LY2792
 LY2792.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2792
 LY2792.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2792
 LY2792.The geoid height was determined by GEOID03.
 LY2792
 LY2792;                    North         East     Units Scale Factor Converg.
 LY2792;SPC PA N     -   152,836.166   774,358.623   MT  0.99995856   +1 22 55.7
 LY2792;SPC PA N     -   501,429.99  2,540,541.58   sFT  0.99995856   +1 22 55.7
 LY2792;UTM  18      - 4,597,134.882   444,874.854   MT  0.99963740   -0 26 16.9
 LY2792
 LY2792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2792!SPC PA N     -   0.99992943  x   0.99995856  =   0.99988799
 LY2792!UTM  18      -   0.99992943  x   0.99963740  =   0.99956685
 LY2792
 LY2792|---------------------------------------------------------------------|
 LY2792| PID    Reference Object                     Distance      Geod. Az  |
 LY2792|                                                           dddmmss.s |
 LY2792| CB2622 ADELLA RM 1                           5.691 METERS 09754     |
 LY2792| LY2734 SCRANTON TV STA WDAU S MAST         APPROX.13.0 KM 2135049.6 |
 LY2792| CB2623 ADELLA RM 2                           4.959 METERS 23246     |
 LY2792|---------------------------------------------------------------------|
 LY2792
 LY2792                          SUPERSEDED SURVEY CONTROL
 LY2792
 LY2792  NAD 83(1996)-  41 31 26.25237(N)    075 39 38.58461(W) AD(       ) 2
 LY2792  NAD 83(1996)-  41 31 26.25243(N)    075 39 38.58457(W) AD(       ) 2
 LY2792  NAD 83(1986)-  41 31 26.25245(N)    075 39 38.58404(W) AD(       ) 2
 LY2792  NAD 27      -  41 31 25.97600(N)    075 39 39.89960(W) AD(       ) 2
 LY2792  NGVD 29 (07/19/86)  481.3    (m)         1579.     (f) VERT ANG       
 LY2792
 LY2792.Superseded values are not recommended for survey control.
 LY2792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2792.See file dsdata.txt to determine how the superseded data were derived.
 LY2792
 LY2792_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL4487597135(NAD 83)
 LY2792_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2792
 LY2792  HISTORY     - Date     Condition        Report By
 LY2792  HISTORY     - 1959     MONUMENTED       CGS
 LY2792  HISTORY     - 1974     SEE DESCRIPTION  NGS
 LY2792
 LY2792                          STATION DESCRIPTION
 LY2792
 LY2792'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY2792'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHEAST OF CLARKS SUMMIT,
 LY2792'2-1/2 MILES EAST-SOUTHEAST OF WAVERLY, 1/2 MILE NORTH OF ADELLA
 LY2792'CROSSROADS AND IS ON PROPERTY OWNED BY MR. JOHN KRRENITSKY.
 LY2792'
 LY2792'STATION IS REACHED FROM THE POST OFFICE IN WAVERLY.  GO NORTH ON
 LY2792'STATE HIGHWAY 407 FOR 0.17 MILE TO A PAVED ROAD RIGHT, STATE ROUTE
 LY2792'35031.  TURN RIGHT GO EAST ON ROUTE 35031 FOR 1.4 MILES TO A
 LY2792'Y-INTERSECTION, KEEP RIGHT, CONTINUE STRAIGHT AHEAD ON ROUTE 35031
 LY2792'FOR 1.16 MILES TO A SIDE ROAD RIGHT TO TWO FRAME HOUSES ON LEFT.
 LY2792'TURN RIGHT AND GO SOUTH ON DIRT ROAD FOR 0.4 MILE TO A LARGE FRAME
 LY2792'HOUSE ON THE LEFT, HOME OF MR. JOHN KRRENITSKY AND STATION LOCATED IN
 LY2792'SOUTHWEST CORNER OF LAWN.
 LY2792'
 LY2792'THE STATION MARK, A STANDARD DISK STAMPED ADELLA 1959, IS SET IN THE
 LY2792'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 LY2792'OF THE GROUND.  IT IS 5.7 FEET SOUTHEAST OF A STANDARD METAL WITNESS
 LY2792'POST AND MARKER, 26 FEET EAST OF DIRT ROAD, 10 FEET SOUTHEAST OF A
 LY2792'FENCE CORNER, 29 FEET NORTH-NORTHWEST OF NORTHWEST CORNER OF THE HOME
 LY2792'OF MR. JOHN KRRENITSKY AND 3 FEET SOUTH OF EAST-SOUTHEAST AND
 LY2792'WEST-SOUTHWEST FENCE LINE.
 LY2792'
 LY2792'REFERENCE MARK 1, A STANDARD DISK STAMPED ADELLA NO 1 1959, IS SET IN
 LY2792'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 LY2792'SURFACE OF THE GROUND.  IT IS 23 FEET EAST OF STANDARD METAL WITNESS
 LY2792'POST, 46 FEET EAST OF DIRT ROAD, 6 FEET SOUTH OF EAST-SOUTHEAST AND
 LY2792'WEST-SOUTHWEST FENCE LINE, 68 FEET NORTH OF NORTHWEST CORNER OF HOME
 LY2792'OF MR. JOHN KRRENITSKY AND 28 FEET SOUTHEAST OF FENCE CORNER.
 LY2792'
 LY2792'REFERENCE MARK 2, A STANDARD DISK STAMPED ADELLA NO 2 1959, IS SET IN
 LY2792'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 LY2792'SURFACE OF THE GROUND.  IT IS 16 FEET SOUTH-SOUTHWEST OF STANDARD
 LY2792'METAL WITNESS POST, 14 FEET EAST OF DIRT ROAD, 17 FEET SOUTH OF
 LY2792'THE FENCE CORNER AND 80 FEET NORTHWEST OF NORTHWEST CORNER OF HOME OF
 LY2792'MR. JOHN KRRENITSKY.
 LY2792'
 LY2792'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  TRIANGULATION
 LY2792'STATION CHARITY OR THE WDAU T.V. SOUTH MAST MAY BE USED AS AN
 LY2792'AZIMUTH MARK.
 LY2792'
 LY2792'HEIGHT OF LIGHT ABOVE STATION MARK 1.22 METERS.
 LY2792
 LY2792                          STATION RECOVERY (1974)
 LY2792
 LY2792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LY2792'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 LY2792'AS DESCRIBED IN THE 1959 DESCRIPTION.
 LY2792'
 LY2792'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 1/2 MILE NORTH OF
 LY2792'ADELLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2698 ***********************************************************************
 LY2698  DESIGNATION -  ADMINISTRATION 1955
 LY2698  PID         -  LY2698
 LY2698  STATE/COUNTY-  PA/MONROE
 LY2698  USGS QUAD   -  TOBYHANNA (1994)
 LY2698
 LY2698                         *CURRENT SURVEY CONTROL
 LY2698  ___________________________________________________________________
 LY2698* NAD 83(1992)-  41 11 48.81263(N)    075 25 38.53966(W)     ADJUSTED  
 LY2698* NAVD 88     -       618.8    (meters)    2030.     (feet)  VERTCON   
 LY2698  ___________________________________________________________________
 LY2698  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 LY2698  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 LY2698
 LY2698  HORZ ORDER  -  THIRD
 LY2698
 LY2698.The horizontal coordinates were established by classical geodetic methods
 LY2698.and adjusted by the National Geodetic Survey in June 2002..
 LY2698
 LY2698.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2698
 LY2698.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2698
 LY2698.The geoid height was determined by GEOID03.
 LY2698
 LY2698;                    North         East     Units Scale Factor Converg.
 LY2698;SPC PA N     -   117,022.378   794,801.726   MT  0.99996421   +1 32 11.4
 LY2698;SPC PA N     -   383,930.92  2,607,612.00   sFT  0.99996421   +1 32 11.4
 LY2698;UTM  18      - 4,560,702.389   464,164.477   MT  0.99961580   -0 16 53.4
 LY2698
 LY2698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2698!SPC PA N     -   0.99990797  x   0.99996421  =   0.99987218
 LY2698!UTM  18      -   0.99990797  x   0.99961580  =   0.99952381
 LY2698
 LY2698:                Primary Azimuth Mark                     Grid Az
 LY2698:SPC PA N     -  RESERVOIR 1955                           014 06 04.4
 LY2698:UTM  18      -  RESERVOIR 1955                           015 55 09.2
 LY2698
 LY2698|---------------------------------------------------------------------|
 LY2698| PID    Reference Object                     Distance      Geod. Az  |
 LY2698|                                                           dddmmss.s |
 LY2698| LY2699 RESERVOIR 1955                      APPROX. 0.8 KM 0153815.8 |
 LY2698| LY2701 TOBYHANNA DEPOT RESERVOIR POLE      APPROX. 0.8 KM 0212246.0 |
 LY2698| LY2702 TOBYHANNA PUMP 2 TANK               APPROX. 0.9 KM 1163748.2 |
 LY2698| LY2697 TOBYHANNA PUMPING STA 1 TANK        APPROX. 1.2 KM 1452719.2 |
 LY2698|---------------------------------------------------------------------|
 LY2698
 LY2698                          SUPERSEDED SURVEY CONTROL
 LY2698
 LY2698  NAD 83(1996)-  41 11 48.81233(N)    075 25 38.54234(W) AD(       ) 3
 LY2698  NAD 83(1986)-  41 11 48.81358(N)    075 25 38.54148(W) AD(       ) 3
 LY2698  NAD 27      -  41 11 48.51000(N)    075 25 39.88900(W) AD(       ) 3
 LY2698  NGVD 29 (07/19/86)  619.0    (m)         2031.     (f) VERT ANG       
 LY2698
 LY2698.Superseded values are not recommended for survey control.
 LY2698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2698.See file dsdata.txt to determine how the superseded data were derived.
 LY2698
 LY2698_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL6416460702(NAD 83)
 LY2698
 LY2698  HISTORY     - Date     Condition        Report By
 LY2698  HISTORY     - 1955     MONUMENTED       CGS
 LY2698
 LY2698                          STATION DESCRIPTION
 LY2698
 LY2698'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (IWS)
 LY2698'THE STATION IS LOCATED ON THE TOP OF THE N WING OF THE ADMINISTRATION
 LY2698'BUILDING OF THE TOBYHANNA SIGNAL DEPOT.  THE MARK IS A CROSS
 LY2698'CHISELED IN THE TOP OF THE NE CORNER OF THE CONCRETE-BLOCK STAIRWAY
 LY2698'ENTRANCE.  THERE ARE NO SUBSURFACE STATION, REFERENCE, OR
 LY2698'AZIMUTH MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9346 ***********************************************************************
 AA9346  CBN         -  This is a Cooperative Base Network Control Station.
 AA9346  DESIGNATION -  ADR PEDESTAL
 AA9346  PID         -  AA9346
 AA9346  STATE/COUNTY-  PA/ALLEGHENY
 AA9346  USGS QUAD   -  NEW KENSINGTON WEST (1993)
 AA9346
 AA9346                         *CURRENT SURVEY CONTROL
 AA9346  ___________________________________________________________________
 AA9346* NAD 83(1995)-  40 30 18.37465(N)    079 51 56.24678(W)     ADJUSTED  
 AA9346* NAVD 88     -       326.2    (meters)    1070.     (feet)  GPS OBS   
 AA9346  ___________________________________________________________________
 AA9346  EPOCH DATE  -        1995.00
 AA9346  X           -     854,570.287 (meters)                     COMP
 AA9346  Y           -  -4,780,914.279 (meters)                     COMP
 AA9346  Z           -   4,120,980.837 (meters)                     COMP
 AA9346  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 AA9346  ELLIP HEIGHT-         292.50  (meters)          (03/28/01) GPS OBS
 AA9346  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 AA9346
 AA9346  HORZ ORDER  -  A
 AA9346  ELLP ORDER  -  THIRD     CLASS II
 AA9346
 AA9346.The horizontal coordinates were established by GPS observations
 AA9346.and adjusted by the National Geodetic Survey in December 1995..
 AA9346.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA9346.DATUM ITEM on the data sheet items page.
 AA9346.The horizontal coordinates are valid at the epoch date displayed above.
 AA9346.The epoch date for horizontal control is a decimal equivalence
 AA9346.of Year/Month/Day.
 AA9346
 AA9346.The orthometric height was determined by GPS observations and a
 AA9346.high-resolution geoid model.
 AA9346
 AA9346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9346
 AA9346.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9346
 AA9346.The ellipsoidal height was determined by GPS observations
 AA9346.and is referenced to NAD 83.
 AA9346
 AA9346.The geoid height was determined by GEOID03.
 AA9346
 AA9346;                    North         East     Units Scale Factor Converg.
 AA9346;SPC PA S     -   132,255.637   420,701.202   MT  0.99995995   -1 22 21.4
 AA9346;SPC PA S     -   433,908.70  1,380,250.53   sFT  0.99995995   -1 22 21.4
 AA9346;UTM  17      - 4,484,439.314   596,113.754   MT  0.99971371   +0 44 12.7
 AA9346
 AA9346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9346!SPC PA S     -   0.99995412  x   0.99995995  =   0.99991407
 AA9346!UTM  17      -   0.99995412  x   0.99971371  =   0.99966784
 AA9346
 AA9346                          SUPERSEDED SURVEY CONTROL
 AA9346
 AA9346  ELLIP H (12/01/95)  292.50   (m)                       GP(1995.00) 2 2
 AA9346
 AA9346.Superseded values are not recommended for survey control.
 AA9346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9346.See file dsdata.txt to determine how the superseded data were derived.
 AA9346
 AA9346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE9611484439(NAD 83)
 AA9346_MARKER: B = BOLT
 AA9346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9346_SP_SET: SET IN A CONCRETE MONUMENT
 AA9346_STAMPING: NONE
 AA9346_MARK LOGO: NONE  
 AA9346_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA9346_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA9346+STABILITY: POSITION/ELEVATION WELL
 AA9346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9346+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003
 AA9346
 AA9346  HISTORY     - Date     Condition        Report By
 AA9346  HISTORY     - 1995     MONUMENTED       ADRGS
 AA9346  HISTORY     - 19970617 GOOD             NGS
 AA9346  HISTORY     - 19990801 GOOD             HGSERV
 AA9346  HISTORY     - 20000410 GOOD             ADRGS
 AA9346  HISTORY     - 20010201 GOOD             ERDMAN
 AA9346  HISTORY     - 20010523 GOOD             PADT
 AA9346  HISTORY     - 20030203 GOOD             PADT
 AA9346
 AA9346                          STATION DESCRIPTION
 AA9346
 AA9346'DESCRIBED BY ADR GEODETIC SERVICES 1995 (JH)
 AA9346'THE STATION IS LOCATED AT 280 KAPPA DRIVE, IN THE RIDC OFFICE PARK IN
 AA9346'O'HARA TOWNSHIP, APPROXIMATELY 9 MI (14.5 KM) NORTHEAST OF DOWNTOWN
 AA9346'PITTSBURGH.  THE OFFICE BUILDING IS PRESENTLY OWNED BY AERIAL DATA
 AA9346'REDUCTION ASSOCIATES.  THE TELEPHONE NUMBER IS 412-967-9577.  TO REACH
 AA9346'THE STATION FROM EXIT 5 (ALLEGHENY VALLEY) OF THE PENNSYLVANIA
 AA9346'TURNPIKE, GO WEST ON FREEPORT ROAD FOR 0.8 MI (1.3 KM) TO THE
 AA9346'INTERSECTION OF PA ROUTE 910.  TURN RIGHT AND GO NORTH ON ROUTE 910
 AA9346'FOR 0.6 MI (1.0 KM) (PASSING UNDER PA ROUTE 28) TO THE ON RAMP FOR
 AA9346'ROUTE 28 SOUTH, TOWARD PITTSBURGH.  GO SOUTH ON ROUTE 28 FOR 3.1 MILES
 AA9346'(5.0 KM) TO THE RIDC PARK EXIT, EXIT 10.  BEAR RIGHT AT THE BOTTOM OF
 AA9346'THE RAMP, AND GO SOUTHWEST ON GAMMA DRIVE FOR 0.1 MI (0.2 KM) TO ZETA
 AA9346'DRIVE ON THE RIGHT AND A HELICOPTER LANDING PAD ON THE LEFT.  TURN
 AA9346'RIGHT AND GO NORTHEAST FOR 0.3 MI (0.5 KM) ON ZETA DRIVE TO THE END,
 AA9346'WHERE THE ENTRANCE TO PPG RESEARCH IS STRAIGHT AHEAD AND KAPPA DRIVE
 AA9346'BEGINS TO THE LEFT.  TURN LEFT, AND GO NORTHWEST FOR 0.2 MI (0.3 KM)
 AA9346'TO THE ENTRANCE TO 280 KAPPA DRIVE, JUST PAST SIGMA DRIVE TO THE LEFT.
 AA9346'TURN LEFT INTO THE PARKING LOT, AND TURN LEFT INTO THE FIRST SET OF
 AA9346'PARKING SPACES AND THE STATION, JUST BEFORE THE BUILDING AND BETWEEN
 AA9346'THE PARKING LOT AND A RETENTION POND, ABOUT 2.2 M (7.2 FT) SOUTHEAST
 AA9346'OF THE FACE OF THE CURB.  THE STATION IS A 5/8 INCH THREADED ROD SET
 AA9346'IN THE CENTER OF AN EIGHT FOOT LONG, EIGHT INCH DIAMETER PVC PIPE
 AA9346'FILLED WITH CONCRETE AND SET VERTICAL, WITH 4 FT (1.2 M) BURIED IN THE
 AA9346'GROUND AND SURROUNDED BY A 2 FT (0.6 M) DIAMETER MASS OF CONCRETE.
 AA9346'THE DATUM POINT IS THE TOP CENTER OF THE ROD.  THE ROD PROTRUDES 0.01
 AA9346'M (0.03 FT) ABOVE A METAL WASHER SET INTO THE TOP SURFACE OF THE
 AA9346'CONCRETE FILLED PIPE.  THE STATION IS 11.95 M (39.21 FT) EAST OF THE
 AA9346'NORTHEAST CORNER OF THE BUILDING.  THERE IS AC POWER AVAILABLE AT THE
 AA9346'SITE.
 AA9346
 AA9346                          STATION RECOVERY (1997)
 AA9346
 AA9346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (DAC)
 AA9346'RECOVERED AS DESCRIBED.
 AA9346
 AA9346                          STATION RECOVERY (1999)
 AA9346
 AA9346'RECOVERY NOTE BY HAMILTON GEODETIC SERVICES 1999 (JVH)
 AA9346'RECOVERED AS DESCRIBED.  NOTE THAT THE STATION IS LOCATED IN ALLEGHENY
 AA9346'COUNTY, NOT WESTMORELAND AS SHOWN ON THE DATA SHEET.
 AA9346
 AA9346                          STATION RECOVERY (2000)
 AA9346
 AA9346'RECOVERY NOTE BY ADR GEODETIC SERVICES 2000 (BAW)
 AA9346'RECOVERED IN GOOD CONDITION.
 AA9346
 AA9346                          STATION RECOVERY (2001)
 AA9346
 AA9346'RECOVERY NOTE BY ERDMAN ANTHONY AND ASSOCIATES 2001 (JVH)
 AA9346'RECOVERED AS DESCRIBED.
 AA9346
 AA9346                          STATION RECOVERY (2001)
 AA9346
 AA9346'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (MBJ)
 AA9346'RECOVERED IN GOOD CONDITION.
 AA9346
 AA9346                          STATION RECOVERY (2003)
 AA9346
 AA9346'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (MBJ)
 AA9346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA5883 ***********************************************************************
 AA5883  CBN         -  This is a Cooperative Base Network Control Station.
 AA5883  SACS        -  This is a Secondary Airport Control Station.
 AA5883  DESIGNATION -  AFJ C 1993
 AA5883  PID         -  AA5883
 AA5883  STATE/COUNTY-  PA/WASHINGTON
 AA5883  USGS QUAD   -  WASHINGTON WEST (1969)
 AA5883
 AA5883                         *CURRENT SURVEY CONTROL
 AA5883  ___________________________________________________________________
 AA5883* NAD 83(1992)-  40 08 10.12141(N)    080 17 27.95004(W)     ADJUSTED  
 AA5883* NAVD 88     -       359.97   (meters)    1181.0    (feet)  GPS OBS   
 AA5883  ___________________________________________________________________
 AA5883  X           -     823,519.685 (meters)                     COMP
 AA5883  Y           -  -4,813,285.228 (meters)                     COMP
 AA5883  Z           -   4,089,764.635 (meters)                     COMP
 AA5883  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 AA5883  ELLIP HEIGHT-         326.32  (meters)          (03/28/01) GPS OBS
 AA5883  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 AA5883
 AA5883  HORZ ORDER  -  A
 AA5883  ELLP ORDER  -  THIRD     CLASS II
 AA5883
 AA5883.This mark is at Washington Airport (AFJ)
 AA5883
 AA5883.The horizontal coordinates were established by GPS observations
 AA5883.and adjusted by the National Geodetic Survey in March 2001..
 AA5883
 AA5883.The orthometric height was determined by GPS observations and a
 AA5883.high-resolution geoid model.
 AA5883
 AA5883.GPS derived orthometric heights for airport stations designated as
 AA5883.PACS or SACS are published to 2 decimal places.  This maintains
 AA5883.centimeter relative accuracy between the PACS and SACS.  It does
 AA5883.not indicate centimeter accuracy relative to other marks which are
 AA5883.part of the NAVD 88 network.
 AA5883
 AA5883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5883
 AA5883.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5883
 AA5883.The ellipsoidal height was determined by GPS observations
 AA5883.and is referenced to NAD 83.
 AA5883
 AA5883.The geoid height was determined by GEOID03.
 AA5883
 AA5883;                    North         East     Units Scale Factor Converg.
 AA5883;SPC PA S     -    92,255.234   383,472.878   MT  0.99997448   -1 38 55.1
 AA5883;SPC PA S     -   302,674.05  1,258,110.60   sFT  0.99997448   -1 38 55.1
 AA5883;UTM  17      - 4,443,108.976   560,391.644   MT  0.99964490   +0 27 25.1
 AA5883
 AA5883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5883!SPC PA S     -   0.99994881  x   0.99997448  =   0.99992329
 AA5883!UTM  17      -   0.99994881  x   0.99964490  =   0.99959373
 AA5883
 AA5883                          SUPERSEDED SURVEY CONTROL
 AA5883
 AA5883  NAD 83(1992)-  40 08 10.12089(N)    080 17 27.95021(W) AD(       ) 1
 AA5883  ELLIP H (07/12/95)  326.30   (m)                       GP(       ) 3 2
 AA5883  NGVD 29 (07/12/95)  360.17   (m)         1181.7    (f) LEVELING    3  
 AA5883
 AA5883.Superseded values are not recommended for survey control.
 AA5883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5883.See file dsdata.txt to determine how the superseded data were derived.
 AA5883
 AA5883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE6039243109(NAD 83)
 AA5883_MARKER: DS = TRIANGULATION STATION DISK
 AA5883_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA5883_SP_SET: CONCRETE CATCH BASIN
 AA5883_STAMPING: AFJ C 1993
 AA5883_MARK LOGO: NOS   
 AA5883_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5883+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2006
 AA5883
 AA5883  HISTORY     - Date     Condition        Report By
 AA5883  HISTORY     - 1993     MONUMENTED       NGS
 AA5883  HISTORY     - 19930615 GOOD             NGS
 AA5883  HISTORY     - 20000410 GOOD             PADT
 AA5883  HISTORY     - 20010718 GOOD             PADT
 AA5883  HISTORY     - 20060410 GOOD             RICCRO
 AA5883
 AA5883                          STATION DESCRIPTION
 AA5883
 AA5883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (DMM)
 AA5883'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTH-SOUTHWEST OF
 AA5883'WASHINGTON, 4.0 MI (6.4 KM) WEST OF VAN KIRK, 2.0 MI (3.2 KM) EAST OF
 AA5883'LANGONDA AT THE WASHINGTON COUNTY AIRPORT, NEAR MIDFIELD IN THE GRASS
 AA5883'AREA BETWEEN RUNWAY 9/27 AND THE SOUTHERN PARALLEL TAXIWAY.  CONTACT
 AA5883'AIRPORT MANAGER BEFORE ENTERING FIELD, 205A AIRPORT ROAD, WASHINGTON,
 AA5883'PA 15301.  PHONE (412) 228-5151. TO REACH THE STATION FROM THE
 AA5883'NORTHSIDE OF THE TERMINAL BUILDING PROCEED NORTHERLY ACROSS RAMP FOR
 AA5883'0.05 MI (0.08 KM) TO A TAXIWAY WHICH RUNS PARALLEL TO RUNWAY 9/27.
 AA5883'TURN LEFT AND GO WESTERLY ON PARALLEL TAXIWAY FOR 0.15 MI (0.24 KM) TO
 AA5883'THE STATION ON THE RIGHT. THE STATION IS LOCATED 183.7 FT (56.0 M)
 AA5883'EAST FROM THE EAST EDGE OF A CONNECTING TAXIWAY, 62.8 FT (19.1 M)
 AA5883'SOUTH FROM THE SOUTH EDGE OF RUNWAY 9/27, 34.7 FT (10.6 M) NORTH FROM
 AA5883'THE NORTH EDGE OF THE SOUTHERN PARALLEL TAXIWAY AND SET IN A DRILL
 AA5883'HOLE IN THE NORTHWEST CORNER OF A CONCRETE CATCH BASIN.
 AA5883
 AA5883                          STATION RECOVERY (1993)
 AA5883
 AA5883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AA5883'THE STATION IS LOCATED NEAR MIDFIELD IN THE GRASS MEDIAN BETWEEN
 AA5883'RUNWAY 9/27 AND THE SOUTHERN PARALLEL TAXIWAY.  THE STATION IS 183.7
 AA5883'FT (56.0 M) EAST FROM THE EAST EDGE OF A CONNECTING TAXIWAY, 62.8 FT
 AA5883'(19.1 M) SOUTH FROM THE SOUTH EDGE OF RUNWAY 9/27 AND 34.7 FT (10.6 M)
 AA5883'NORTH OF THE NORTH EDGE OF THE SOUTHERN PARALLEL TAXIWAY. THE STATION
 AA5883'IS A NOS DISK SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF A CATCH
 AA5883'BASIN, DISK IS STAMPED---AFJ C 1993---.
 AA5883
 AA5883                          STATION RECOVERY (2000)
 AA5883
 AA5883'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (CIH)
 AA5883'RECOVERED IN GOOD CONDITION.
 AA5883
 AA5883                          STATION RECOVERY (2001)
 AA5883
 AA5883'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DP)
 AA5883'RECOVERED IN GOOD CONDITION.
 AA5883
 AA5883                          STATION RECOVERY (2006)
 AA5883
 AA5883'RECOVERY NOTE BY RICHARD CROUSE AND ASSOCIATES 2006 (JW)
 AA5883'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA5884 ***********************************************************************
 AA5884  SACS        -  This is a Secondary Airport Control Station.
 AA5884  DESIGNATION -  AFJ D 1993
 AA5884  PID         -  AA5884
 AA5884  STATE/COUNTY-  PA/WASHINGTON
 AA5884  USGS QUAD   -  WASHINGTON WEST (1969)
 AA5884
 AA5884                         *CURRENT SURVEY CONTROL
 AA5884  ___________________________________________________________________
 AA5884* NAD 83(1992)-  40 08 08.10276(N)    080 17 52.73117(W)     ADJUSTED  
 AA5884* NAVD 88     -       357.51   (+/-2cm)    1172.9    (feet)  VERTCON   
 AA5884  ___________________________________________________________________
 AA5884  X           -     822,947.838 (meters)                     COMP
 AA5884  Y           -  -4,813,421.789 (meters)                     COMP
 AA5884  Z           -   4,089,715.401 (meters)                     COMP
 AA5884  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 AA5884  ELLIP HEIGHT-         323.79  (meters)          (08/09/01) GPS OBS
 AA5884  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 AA5884
 AA5884  HORZ ORDER  -  FIRST
 AA5884  VERT ORDER  -  THIRD ? (See Below)
 AA5884  ELLP ORDER  -  FOURTH    CLASS II
 AA5884
 AA5884.This mark is at Washington Airport (AFJ)
 AA5884
 AA5884.The horizontal coordinates were established by GPS observations
 AA5884.and adjusted by the National Geodetic Survey in July 1995..
 AA5884
 AA5884.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA5884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA5884
 AA5884.GPS derived orthometric heights for airport stations designated as
 AA5884.PACS or SACS are published to 2 decimal places.  This maintains
 AA5884.centimeter relative accuracy between the PACS and SACS.  It does
 AA5884.not indicate centimeter accuracy relative to other marks which are
 AA5884.part of the NAVD 88 network.
 AA5884.The vertical order pertains to the NGVD 29 superseded value.
 AA5884
 AA5884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5884
 AA5884.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5884
 AA5884.The ellipsoidal height was determined by GPS observations
 AA5884.and is referenced to NAD 83.
 AA5884
 AA5884.The geoid height was determined by GEOID03.
 AA5884
 AA5884;                    North         East     Units Scale Factor Converg.
 AA5884;SPC PA S     -    92,209.899   382,884.688   MT  0.99997454   -1 39 11.2
 AA5884;SPC PA S     -   302,525.31  1,256,180.85   sFT  0.99997454   -1 39 11.2
 AA5884;UTM  17      - 4,443,042.083   559,805.710   MT  0.99964403   +0 27 09.1
 AA5884
 AA5884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5884!SPC PA S     -   0.99994921  x   0.99997454  =   0.99992375
 AA5884!UTM  17      -   0.99994921  x   0.99964403  =   0.99959326
 AA5884
 AA5884                          SUPERSEDED SURVEY CONTROL
 AA5884
 AA5884  ELLIP H (07/12/95)  323.76   (m)                       GP(       ) 3 2
 AA5884  NGVD 29 (07/12/95)  357.64   (m)         1173.4    (f) LEVELING    3  
 AA5884
 AA5884.Superseded values are not recommended for survey control.
 AA5884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5884.See file dsdata.txt to determine how the superseded data were derived.
 AA5884
 AA5884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE5980643042(NAD 83)
 AA5884_MARKER: DS = TRIANGULATION STATION DISK
 AA5884_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA5884_SP_SET: UNSPECIFIED
 AA5884_STAMPING: AFJ D 1993
 AA5884_MARK LOGO: NOS   
 AA5884_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5884+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2000
 AA5884
 AA5884  HISTORY     - Date     Condition        Report By
 AA5884  HISTORY     - 1993     MONUMENTED       NOS
 AA5884  HISTORY     - 19930831 GOOD             NGS
 AA5884  HISTORY     - 20000411 GOOD             PADT
 AA5884
 AA5884                          STATION DESCRIPTION
 AA5884
 AA5884'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (DMM)
 AA5884'THE STATION IS LOCATED ABOUT 4.O MI SOUTH-SOUTHWEST OF WASHINGTON, 4.0
 AA5884'MI (6.4 KM) WEST OF VAN KIRK, 2.0 MI (3.2 KM) EAST OF LANGONDA AT THE
 AA5884'WASHINGTON COUNTY AIRPORT NEAR THE WEST END OF THE AIRFIELD, SOUTH OF
 AA5884'RUNWAY 9/27. CONTACT AIRPORT MANAGER BEFORE ENTERING AIRFIELD, 205A
 AA5884'AIRPORT ROAD, WASHINGTON, PA 15301.  PHONE (412) 228-5151. TO REACH
 AA5884'THE STATION FROM THE NORTHSIDE OF THE TERMINAL BUILDING PROCEED
 AA5884'NORTHERLY ACROSS THE RAMP TO A TAXIWAY WHICH RUNS PARALLEL TO RUNWAY
 AA5884'9/27.  TURN LEFT AND GO WESTERLY ON PARALLEL TAXIWAY FOR 0.35 MI (0.56
 AA5884'KM) TO A POINT WHERE THE TAXIWAY TURNS NORTHERLY AND A TRACK ROAD
 AA5884'CONTINUES STRAIGHT AHEAD.  CONTINUE WESTERLY ON THE TRACK ROAD FOR
 AA5884'0.12 MI (0.19 KM) TO THE STATION ON THE RIGHT. STATION IS LOCATED
 AA5884'150.4 FT (45.8 M) SOUTHEAST FROM RUNWAY LIGHT (BLUE LENS)NUMBER 8,
 AA5884'114.4 FT (34.9 M) SOUTHWEST FROM RUNWAY LIGHT NUMBER 10, 99.0 FT (30.2
 AA5884'M) SOUTH FROM THE SOUTH EDGE OF RUNWAY 9/27, 14.5 FT (4.4 M) NORTH
 AA5884'FROM THE TOP EDGE OF BANK AND SET IN A DRILL HOLE IN THE NORTHEAST
 AA5884'CORNER OF A CONCRETE CATCH BASIN.
 AA5884
 AA5884                          STATION RECOVERY (1993)
 AA5884
 AA5884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AA5884'THE STATION IS LOCATED AT THE WASHINGTON COUNTY AIRPORT NEAR THE WEST
 AA5884'END OF THE AIRFIELD, SOUTH OF RUNWAY 9/27, SOUTHEAST OF RUNWAY END 9
 AA5884'AND JUST NORTH OF A TRACK ROAD.  THE STATION IS 150.4 FT (45.8 M)
 AA5884'SOUTHEAST FROM RUNWAY LIGHT NO 8, 114.4 FT (34.9 M) SOUTHWEST FROM
 AA5884'RUNWAY LIGHT NO 10, 99.0 FT (30.2 M) SOUTH FROM THE SOUTH EDGE OF
 AA5884'RUNWAY 9/27 AND 14.5 FT (4.4 M) NORTH FROM THE TOP OF A BANK.  THE
 AA5884'STATION IS A NOS DISK SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF A
 AA5884'CATCH BASIN.  DISK IS STAMPED---AFJ D 1993---.
 AA5884
 AA5884                          STATION RECOVERY (2000)
 AA5884
 AA5884'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (CIH)
 AA5884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4765 ***********************************************************************
 JV4765  DESIGNATION -  AFRICA
 JV4765  PID         -  JV4765
 JV4765  STATE/COUNTY-  PA/FRANKLIN
 JV4765  USGS QUAD   -  MERCERSBURG (1990)
 JV4765
 JV4765                         *CURRENT SURVEY CONTROL
 JV4765  ___________________________________________________________________
 JV4765* NAD 83(1992)-  39 48 26.46074(N)    077 58 10.22492(W)     ADJUSTED  
 JV4765* NAVD 88     -       516.     (meters)    1693.     (feet)  SCALED    
 JV4765  ___________________________________________________________________
 JV4765  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 JV4765  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JV4765
 JV4765  HORZ ORDER  -  SECOND
 JV4765
 JV4765.The horizontal coordinates were established by classical geodetic methods
 JV4765.and adjusted by the National Geodetic Survey in June 2002..
 JV4765
 JV4765.The orthometric height was scaled from a topographic map.
 JV4765
 JV4765.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4765
 JV4765.The geoid height was determined by GEOID03.
 JV4765
 JV4765;                    North         East     Units Scale Factor Converg.
 JV4765;SPC PA S     -    52,655.920   581,202.491   MT  1.00002209   -0 08 32.7
 JV4765;SPC PA S     -   172,755.30  1,906,828.51   sFT  1.00002209   -0 08 32.7
 JV4765;SPC MD       -   238,081.748   316,972.621   MT  1.00008208   -0 36 30.6
 JV4765;SPC MD       -   781,106.53  1,039,934.34   sFT  1.00008208   -0 36 30.6
 JV4765;UTM  18      - 4,410,594.779   245,792.147   MT  1.00039565   -1 54 07.6
 JV4765;UTM  17      - 4,410,769.977   759,429.515   MT  1.00042867   +1 56 28.4
 JV4765
 JV4765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4765!SPC PA S     -   0.99992444  x   1.00002209  =   0.99994653
 JV4765!SPC MD       -   0.99992444  x   1.00008208  =   1.00000651
 JV4765!UTM  18      -   0.99992444  x   1.00039565  =   1.00032006
 JV4765!UTM  17      -   0.99992444  x   1.00042867  =   1.00035308
 JV4765
 JV4765|---------------------------------------------------------------------|
 JV4765| PID    Reference Object                     Distance      Geod. Az  |
 JV4765|                                                           dddmmss.s |
 JV4765| CJ9128 AFRICA RM 2                          15.472 METERS 00658     |
 JV4765| JV4763 PARNELL                             APPROX.15.3 KM 0365856.2 |
 JV4765| CJ9126 AFRICA AZ MK                                       0823042.9 |
 JV4765| CJ9127 AFRICA RM 1                          13.692 METERS 29957     |
 JV4765|---------------------------------------------------------------------|
 JV4765
 JV4765                          SUPERSEDED SURVEY CONTROL
 JV4765
 JV4765  NAD 83(1995)-  39 48 26.46037(N)    077 58 10.22373(W) AD(       ) 2
 JV4765  NAD 83(1991)-  39 48 26.45923(N)    077 58 10.22500(W) AD(       ) 2
 JV4765  NAD 83(1986)-  39 48 26.45911(N)    077 58 10.23411(W) AD(       ) 2
 JV4765  NAD 27      -  39 48 26.12800(N)    077 58 11.23500(W) AD(       ) 2
 JV4765
 JV4765.Superseded values are not recommended for survey control.
 JV4765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4765.See file dsdata.txt to determine how the superseded data were derived.
 JV4765
 JV4765_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK4579210595(NAD 83)
 JV4765_MARKER: DS = TRIANGULATION STATION DISK
 JV4765_SETTING: 80 = SET IN A BOULDER
 JV4765_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JV4765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV4765+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2000
 JV4765
 JV4765  HISTORY     - Date     Condition        Report By
 JV4765  HISTORY     - 1942     MONUMENTED       CGS
 JV4765  HISTORY     - 20001124 GOOD             LOCSUR
 JV4765
 JV4765                          STATION DESCRIPTION
 JV4765
 JV4765'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 JV4765'THE STATION IS ABOUT 3.75 MILES WSW FROM MERCERSBURG, ON THE TOP OF A
 JV4765'ROCKY AND TIMBERED KNOB ON TOP OF COVE MOUNTAIN AND ON LAND OWNED
 JV4765'BY MR. GEORGE STARLIPER.  THE STATION MARK IS A STANDARD DISK SET
 JV4765'FLUSH IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 1 INCH ON
 JV4765'HIGH PART OF HOGBACK RIDGE.
 JV4765'
 JV4765'REFERENCE MARK NO. 1 IS A STANDARD DISK, ON THE W SLOPE OF THE
 JV4765'MOUNTAIN, SET IN A DRILL HOLE IN A 3- BY 4- BY 1-FOOT BOULDER AND
 JV4765'ABOUT 12 FEET LOWER THAN STATION MARK.
 JV4765'
 JV4765'REFERENCE MARK NO. 2 IS A STANDARD DISK, N OF THE STATION IN TOP OF
 JV4765'RIDGE, SET FLUSH IN A DRILL HOLE IN A 4- BY 4-FOOT BY 14-INCH
 JV4765'BOULDER AND ABOUT 3 FEET LOWER THAN STATION.  BOTH MARKS ARE STAMPED
 JV4765'WITH THEIR RESPECTIVE NUMBERS AND THE NAME AND DATE OF STATION.
 JV4765'
 JV4765'AZIMUTH MARK IS A STANDARD DISK SET IN A CONCRETE MONUMENT.  IT IS 2
 JV4765'FEET W OF FENCE ALONG W SIDE OF ROAD, 8 FEET SW OF APPLE TREE,
 JV4765'ABOUT 125 FEET NW OF NW CORNER OF MR. GEORGE STARLIPERS HOUSE.  MARK
 JV4765'IS STAMPED AFRICA 1942 AND PROJECTS 8 INCHES.
 JV4765'
 JV4765'TO REACH FROM THE FOUNTAIN IN MERCERSBURG GO W 1 BLOCK TO CROSS
 JV4765'STREETS, THEN TURN LEFT AND GO S ON PAVED HIGHWAY FOR 0.75 MILE TO
 JV4765'A GRAVEL ROAD TO THE RIGHT, THEN TURN RIGHT AND GO WESTERLY ON GRAVEL
 JV4765'ROAD FOR 1.65 MILES TO A FORKS AND A SCHOOL ON THE RIGHT, THEN KEEP
 JV4765'LEFT FORK SOUTHERLY FOR 0.85 MILE TO A SIDE ROAD RIGHT AT SEVERAL
 JV4765'MAIL BOXES (MR.  STARLIPER LIVES STRAIGHT AHEAD ABOUT 0.1
 JV4765'MILE) AND THEN TURN RIGHT AND GO W TOWARDS MOUNTAIN ON A ROUGH ROCKY
 JV4765'ROAD FOR 0.2 MILE, THEN TURN LEFT ON A TRAIL SIDE ROAD AND GO ABOUT
 JV4765'50 YARDS TO A FORKS, THEN TAKE RIGHT FORK AND FOLLOW MAIN TRAIL
 JV4765'ROAD TOWARDS MOUNTAIN FOR 0.15 MILE TO A TREE ACROSS ROAD AT A
 JV4765'SAWDUST PILE ON THE RIGHT.  (THIS IS AS FAR AS TRUCK WAS
 JV4765'DRIVEN.) FROM SAWDUST PILE CONTINUE ON THE TRAIL ROAD UP MOUNTAIN
 JV4765'FOR ABOUT 1.1 MILES TO THE TOP OF MOUNTAIN. TURN RIGHT NORTHERLY
 JV4765'ALONG TOP OF MOUNTAIN FOR ABOUT 250 YARDS TO HIGHEST POINT AND
 JV4765'STATION.
 JV4765
 JV4765                          STATION RECOVERY (2000)
 JV4765
 JV4765'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (CAM)
 JV4765'I FOUND REFERENCE MARK NO. 2 ON TOP OF MOUNTAIN.  HAVE BEEN UNABLE TO
 JV4765'FIND REFERENCE MARK NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA5877 ***********************************************************************
 AA5877  SACS        -  This is a Secondary Airport Control Station.
 AA5877  DESIGNATION -  AGC AP 1965 STA A2
 AA5877  PID         -  AA5877
 AA5877  STATE/COUNTY-  PA/ALLEGHENY
 AA5877  USGS QUAD   -  GLASSPORT (1988)
 AA5877
 AA5877                         *CURRENT SURVEY CONTROL
 AA5877  ___________________________________________________________________
 AA5877* NAD 83(1992)-  40 21 17.24961(N)    079 55 03.98211(W)     ADJUSTED  
 AA5877* NAVD 88     -       380.68   (+/-2cm)    1248.9    (feet)  VERTCON   
 AA5877  ___________________________________________________________________
 AA5877  X           -     852,120.835 (meters)                     COMP
 AA5877  Y           -  -4,792,388.941 (meters)                     COMP
 AA5877  Z           -   4,108,310.365 (meters)                     COMP
 AA5877  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 AA5877  ELLIP HEIGHT-         347.16  (meters)          (08/09/01) GPS OBS
 AA5877  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 AA5877
 AA5877  HORZ ORDER  -  FIRST
 AA5877  VERT ORDER  -  THIRD ? (See Below)
 AA5877  ELLP ORDER  -  FOURTH    CLASS II
 AA5877
 AA5877.This mark is at Allegheny County Airport (AGC)
 AA5877
 AA5877.The horizontal coordinates were established by GPS observations
 AA5877.and adjusted by the National Geodetic Survey in July 1995..
 AA5877
 AA5877.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA5877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA5877
 AA5877.GPS derived orthometric heights for airport stations designated as
 AA5877.PACS or SACS are published to 2 decimal places.  This maintains
 AA5877.centimeter relative accuracy between the PACS and SACS.  It does
 AA5877.not indicate centimeter accuracy relative to other marks which are
 AA5877.part of the NAVD 88 network.
 AA5877.The vertical order pertains to the NGVD 29 superseded value.
 AA5877
 AA5877.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5877
 AA5877.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5877
 AA5877.The ellipsoidal height was determined by GPS observations
 AA5877.and is referenced to NAD 83.
 AA5877
 AA5877.The geoid height was determined by GEOID03.
 AA5877
 AA5877;                    North         East     Units Scale Factor Converg.
 AA5877;SPC PA S     -   115,677.380   415,872.826   MT  0.99996089   -1 24 23.2
 AA5877;SPC PA S     -   379,518.20  1,364,409.43   sFT  0.99996089   -1 24 23.2
 AA5877;UTM  17      - 4,467,698.852   591,899.604   MT  0.99970396   +0 42 02.9
 AA5877
 AA5877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5877!SPC PA S     -   0.99994554  x   0.99996089  =   0.99990644
 AA5877!UTM  17      -   0.99994554  x   0.99970396  =   0.99964952
 AA5877
 AA5877:                Primary Azimuth Mark                     Grid Az
 AA5877:SPC PA S     -  AGC ARP 2 1965                           270 59 13.6
 AA5877:UTM  17      -  AGC ARP 2 1965                           268 52 47.5
 AA5877
 AA5877|---------------------------------------------------------------------|
 AA5877| PID    Reference Object                     Distance      Geod. Az  |
 AA5877|                                                           dddmmss.s |
 AA5877| AA5876 AGC ARP 2 1965                      APPROX. 1.0 KM 2693450.4 |
 AA5877|---------------------------------------------------------------------|
 AA5877
 AA5877                          SUPERSEDED SURVEY CONTROL
 AA5877
 AA5877  ELLIP H (07/12/95)  347.14   (m)                       GP(       ) 3 2
 AA5877  NGVD 29 (07/12/95)  380.85   (m)         1249.5    (f) LEVELING    3  
 AA5877
 AA5877.Superseded values are not recommended for survey control.
 AA5877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5877.See file dsdata.txt to determine how the superseded data were derived.
 AA5877
 AA5877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE9190067699(NAD 83)
 AA5877_MARKER: DD = SURVEY DISK
 AA5877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5877_SP_SET: CONCRETE POST
 AA5877_STAMPING: AP 1965 STA A2
 AA5877_MARK LOGO: CGS   
 AA5877_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5877+STABILITY: SURFACE MOTION
 AA5877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5877+SATELLITE: SATELLITE OBSERVATIONS - 1965
 AA5877
 AA5877  HISTORY     - Date     Condition        Report By
 AA5877  HISTORY     - 1965     MONUMENTED       CGS
 AA5877  HISTORY     - 19850615 GOOD             NGS
 AA5877
 AA5877                          STATION DESCRIPTION
 AA5877
 AA5877'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (WMR)
 AA5877'STATION IS LOCATED ON THE ALLEGHANY COUNTY AIRPORT IN WEST MIFFLIN, PA
 AA5877'ABOUT 8 MI (12.9 KM) SOUTHEAST OF DOWNTOWN PITTSBURGH, 4 MI (6.4 KM)
 AA5877'WEST OF MCKEESPORT AND 3 MI (4.8 KM) NORTHEAST OF PLEASANT HILLS.
 AA5877'ACCESS TO THE FIELD IS CONTROLLED AND SHOULD BE ARRANGED IN ADVANCE.
 AA5877'AIRPORT PHONE NUMBER IS 412-461-4300. STATION IS LOCATED IN THE
 AA5877'EASTERN SECTION OF THE AIRPORT JUST NORTH OF AND ON LINE WITH RUNWAY
 AA5877'END 28. TO REACH THE STATION FROM THE NORTHSIDE OF THE TERMINAL
 AA5877'BUILDING PROCEED NORTHEASTERLY ACROSS THE RAMP FOR 0.2 MI (0.3 KM) TO
 AA5877'THE JUNCTION OF RUNWAY 13/31 AND A TAXIWAY.  CROSS RUNWAY AND GO
 AA5877'EASTERLY THEN NORTHERLY ON TAXIWAY FOR 0.5 MI (0.8 KM) TO RUNWAY END
 AA5877'28. CROSS RUNWAY END 28 AND CONTINUE NORTHERLY 100 FT (30.5 M) TO
 AA5877'STATION. STATION IS 220.7 FT (67.3 M) NORTHEAST OF RUNWAY LIGHT NUMBER
 AA5877'22B, 174.89 FT (53.31 M) NORTH OF THE CENTERLINE END OF RUNWAY 28 AND
 AA5877'94.6 FT (28.8 M) NORTHWEST OF THE MOST NORTHERLY ONE OF FOUR LIGHTS
 AA5877'SHOWING GREEN AND RED.
 AA5877
 AA5877                          STATION RECOVERY (1985)
 AA5877
 AA5877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 AA5877'LOCATED ABOUT 8 MILES (12.9 KM) SOUTH OF PITTSBURG AT ALLEGHENY COUNTY
 AA5877'AIRPORT, AT THE END OF RUNWAY 28, 220.7 FT (67.3 M) NE OF RUNWAY LT 22
 AA5877'B, 174.89 FT (53.31 M) N OF THE CENTERLINE OF RUNWAY 27, 99.98 FT
 AA5877'(30.47 M) N OF AP 1956 STA A AND 94.6 FT (28.8 M) NW OF THE MOST
 AA5877'NORTHERLY THRESHOLD LIGHT.  A STANDARD DISK STAMPED---AP 1965 STA
 AA5877'A2---, AND SET IN TOP OF A CONCRETE MONUMENT ABOUT FLUSH WITH THE
 AA5877'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA5878 ***********************************************************************
 AA5878  SACS        -  This is a Secondary Airport Control Station.
 AA5878  DESIGNATION -  AGC AP 1965 STA B2
 AA5878  PID         -  AA5878
 AA5878  STATE/COUNTY-  PA/ALLEGHENY
 AA5878  USGS QUAD   -  GLASSPORT (1988)
 AA5878
 AA5878                         *CURRENT SURVEY CONTROL
 AA5878  ___________________________________________________________________
 AA5878* NAD 83(1992)-  40 21 17.16677(N)    079 56 15.04558(W)     ADJUSTED  
 AA5878* NAVD 88     -       380.58   (+/-2cm)    1248.6    (feet)  VERTCON   
 AA5878  ___________________________________________________________________
 AA5878  X           -     850,469.957 (meters)                     COMP
 AA5878  Y           -  -4,792,683.766 (meters)                     COMP
 AA5878  Z           -   4,108,308.334 (meters)                     COMP
 AA5878  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 AA5878  ELLIP HEIGHT-         347.03  (meters)          (08/09/01) GPS OBS
 AA5878  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 AA5878
 AA5878  HORZ ORDER  -  FIRST
 AA5878  VERT ORDER  -  THIRD ? (See Below)
 AA5878  ELLP ORDER  -  FOURTH    CLASS II
 AA5878
 AA5878.This mark is at Allegheny County Airport (AGC)
 AA5878
 AA5878.The horizontal coordinates were established by GPS observations
 AA5878.and adjusted by the National Geodetic Survey in July 1995..
 AA5878
 AA5878.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA5878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA5878
 AA5878.GPS derived orthometric heights for airport stations designated as
 AA5878.PACS or SACS are published to 2 decimal places.  This maintains
 AA5878.centimeter relative accuracy between the PACS and SACS.  It does
 AA5878.not indicate centimeter accuracy relative to other marks which are
 AA5878.part of the NAVD 88 network.
 AA5878.The vertical order pertains to the NGVD 29 superseded value.
 AA5878
 AA5878.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5878
 AA5878.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5878
 AA5878.The ellipsoidal height was determined by GPS observations
 AA5878.and is referenced to NAD 83.
 AA5878
 AA5878.The geoid height was determined by GEOID03.
 AA5878
 AA5878;                    North         East     Units Scale Factor Converg.
 AA5878;SPC PA S     -   115,716.170   414,196.432   MT  0.99996089   -1 25 09.3
 AA5878;SPC PA S     -   379,645.47  1,358,909.46   sFT  0.99996089   -1 25 09.3
 AA5878;UTM  17      - 4,467,675.980   590,223.351   MT  0.99970020   +0 41 16.9
 AA5878
 AA5878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5878!SPC PA S     -   0.99994556  x   0.99996089  =   0.99990646
 AA5878!UTM  17      -   0.99994556  x   0.99970020  =   0.99964578
 AA5878
 AA5878:                Primary Azimuth Mark                     Grid Az
 AA5878:SPC PA S     -  AGC ARP 2 1965                           091 50 29.6
 AA5878:UTM  17      -  AGC ARP 2 1965                           089 44 03.4
 AA5878
 AA5878|---------------------------------------------------------------------|
 AA5878| PID    Reference Object                     Distance      Geod. Az  |
 AA5878|                                                           dddmmss.s |
 AA5878| AA5876 AGC ARP 2 1965                      APPROX. 0.7 KM 0902520.3 |
 AA5878|---------------------------------------------------------------------|
 AA5878
 AA5878                          SUPERSEDED SURVEY CONTROL
 AA5878
 AA5878  ELLIP H (07/12/95)  347.01   (m)                       GP(       ) 3 2
 AA5878  NGVD 29 (07/12/95)  380.75   (m)         1249.2    (f) LEVELING    3  
 AA5878
 AA5878.Superseded values are not recommended for survey control.
 AA5878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5878.See file dsdata.txt to determine how the superseded data were derived.
 AA5878
 AA5878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE9022367676(NAD 83)
 AA5878_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA5878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5878_SP_SET: CONCRETE POST
 AA5878_STAMPING: AP 1965 STA B2
 AA5878_MARK LOGO: CGS   
 AA5878_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5878+STABILITY: SURFACE MOTION
 AA5878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5878+SATELLITE: SATELLITE OBSERVATIONS - 1965
 AA5878
 AA5878  HISTORY     - Date     Condition        Report By
 AA5878  HISTORY     - 1965     MONUMENTED       CGS
 AA5878  HISTORY     - 19910615 GOOD             NGS
 AA5878
 AA5878                          STATION DESCRIPTION
 AA5878
 AA5878'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (WMR)
 AA5878'STATION IS LOCATED ON THE ALLEGHANY COUNTY AIRPORT IN WEST MIFFLIN, PA
 AA5878'ABOUT 8 MI (12.9 KM) SOUTHEAST OF DOWNTOWN PITTSBURGH, 4 MI (6.4 KM)
 AA5878'WEST OF MCKEESPORT AND 3 MI (4.8 KM) NORTHEAST OF PLEASANT HILLS.
 AA5878'ACCESS TO THE FIELD IS CONTROLLED AND SHOULD BE ARRANGED IN ADVANCE.
 AA5878'AIRPORT PHONE NUMBER IS 412-461-4300. STATION IS LOCATED IN THE
 AA5878'WESTERN SECTION OF THE AIRPORT NORTH OF RUNWAY 10/28 AND EAST OF
 AA5878'RUNWAY END 10. TO REACH THE STATION FROM THE NORTH SIDE OF THE
 AA5878'TERMINAL BUILDING PROCEED NORTHWEST ACROSS THE RAMP TO A TAXIWAY
 AA5878'RUNNING PARALLEL TO RUNWAY 10/28.  TURN WESTERLY ON TAXIWAY AND GO
 AA5878'0.45 MI (0.72 KM) TO THE JUNCTION OF TAXIWAY AND RUNWAY 5/23.  CROSS
 AA5878'RUNWAY 5/23 AND CONTINUE WESTERLY FOR 0.1 MI (0.2 KM) TO A TAXIWAY ON
 AA5878'RIGHT.  TURN RIGHT ONTO TAXIWAY AND GO NORTHERLY FOR 0.05 MI (0.08 KM)
 AA5878'TO JUNCTION OF TAXIWAY AND RUNWAY. CROSS RUNWAY 10/28 AND CONTINUE
 AA5878'NORTHERLY 100 FT (30.5 M) ON AN ASPHALT ROAD TO THE STATION ON THE
 AA5878'LEFT. IT IS 175.0 FT (53.3 M) NORTHEAST OF THE SECOND RUNWAY LIGHT
 AA5878'WEST OF THE ASPHALT ROAD, 99.7 FT (30.4 M) NORTH OF THE NORTH EDGE OF
 AA5878'THE RUNWAY AND 93.2 FT (28.4 M) NORTHWEST OF THE FIRST RUNWAY LIGHT
 AA5878'WEST OF THE ASPHALT ROAD.
 AA5878
 AA5878                          STATION RECOVERY (1991)
 AA5878
 AA5878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AA5878'THE STATION IS LOCATED NEAR RUNWAY END 10.  93.2 FT (28.4 M) NW OF THE
 AA5878'1ST RUNWAY LIGHT WEST OF A SMALL ASPHALT ROAD.  175.0 FT (53.3 M) NE
 AA5878'OF THE 2ND RUNWAY LIGHT WEST OF THE SAME ASPHALT ROAD AND 99.7 FT
 AA5878'(30.4 M) NORTH OF THE NORTH EDGE OF RUNWAY 10.  THE MARK IS IN LINE
 AA5878'WITH THE WEST EDGE OF THE 2ND TAXIWAY EAST OF END 10.  A STANDARD
 AA5878'TOPOGRAPHIC DISK STAMPED---AP 1965 STA B2---, SET IN THE TOP OF A
 AA5878'CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA5876 ***********************************************************************
 AA5876  CBN         -  This is a Cooperative Base Network Control Station.
 AA5876  PACS        -  This is a Primary Airport Control Station.
 AA5876  DESIGNATION -  AGC ARP 2 1965
 AA5876  PID         -  AA5876
 AA5876  STATE/COUNTY-  PA/ALLEGHENY
 AA5876  USGS QUAD   -  GLASSPORT (1988)
 AA5876
 AA5876                         *CURRENT SURVEY CONTROL
 AA5876  ___________________________________________________________________
 AA5876* NAD 83(1992)-  40 21 17.00710(N)    079 55 46.89855(W)     ADJUSTED  
 AA5876* NAVD 88     -       380.68   (meters)    1248.9    (feet)  GPS OBS   
 AA5876  ___________________________________________________________________
 AA5876  X           -     851,124.531 (meters)                     COMP
 AA5876  Y           -  -4,792,570.873 (meters)                     COMP
 AA5876  Z           -   4,108,304.639 (meters)                     COMP
 AA5876  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 AA5876  ELLIP HEIGHT-         347.12  (meters)          (03/28/01) GPS OBS
 AA5876  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 AA5876
 AA5876  HORZ ORDER  -  B
 AA5876  ELLP ORDER  -  THIRD     CLASS II
 AA5876
 AA5876.This mark is at Allegheny County Airport (AGC)
 AA5876
 AA5876.The horizontal coordinates were established by GPS observations
 AA5876.and adjusted by the National Geodetic Survey in July 1995..
 AA5876
 AA5876.The orthometric height was determined by GPS observations and a
 AA5876.high-resolution geoid model.
 AA5876
 AA5876.GPS derived orthometric heights for airport stations designated as
 AA5876.PACS or SACS are published to 2 decimal places.  This maintains
 AA5876.centimeter relative accuracy between the PACS and SACS.  It does
 AA5876.not indicate centimeter accuracy relative to other marks which are
 AA5876.part of the NAVD 88 network.
 AA5876
 AA5876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5876
 AA5876.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5876
 AA5876.The ellipsoidal height was determined by GPS observations
 AA5876.and is referenced to NAD 83.
 AA5876
 AA5876.The geoid height was determined by GEOID03.
 AA5876
 AA5876;                    North         East     Units Scale Factor Converg.
 AA5876;SPC PA S     -   115,694.826   414,860.276   MT  0.99996090   -1 24 51.0
 AA5876;SPC PA S     -   379,575.44  1,361,087.42   sFT  0.99996090   -1 24 51.0
 AA5876;UTM  17      - 4,467,679.060   590,887.358   MT  0.99970168   +0 41 35.1
 AA5876
 AA5876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5876!SPC PA S     -   0.99994555  x   0.99996090  =   0.99990645
 AA5876!UTM  17      -   0.99994555  x   0.99970168  =   0.99964725
 AA5876
 AA5876:                Primary Azimuth Mark                     Grid Az
 AA5876:SPC PA S     -  AGC AP 1965 STA A2                       090 59 13.6
 AA5876:UTM  17      -  AGC AP 1965 STA A2                       088 52 47.5
 AA5876
 AA5876|---------------------------------------------------------------------|
 AA5876| PID    Reference Object                     Distance      Geod. Az  |
 AA5876|                                                           dddmmss.s |
 AA5876| AA5877 AGC AP 1965 STA A2                  APPROX. 1.0 KM 0893422.6 |
 AA5876| AA5878 AGC AP 1965 STA B2                  APPROX. 0.7 KM 2702538.5 |
 AA5876|---------------------------------------------------------------------|
 AA5876
 AA5876                          SUPERSEDED SURVEY CONTROL
 AA5876
 AA5876  ELLIP H (07/12/95)  347.11   (m)                       GP(       ) 3 2
 AA5876  NGVD 29 (07/12/95)  380.84   (m)         1249.5    (f) LEVELING    3  
 AA5876
 AA5876.Superseded values are not recommended for survey control.
 AA5876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5876.See file dsdata.txt to determine how the superseded data were derived.
 AA5876
 AA5876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE9088767679(NAD 83)
 AA5876_MARKER: DS = TRIANGULATION STATION DISK
 AA5876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5876_SP_SET: CONCRETE POST
 AA5876_STAMPING: AGC ARP 2 1965
 AA5876_MARK LOGO: CGS   
 AA5876_PROJECTION: FLUSH
 AA5876_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5876+STABILITY: SURFACE MOTION
 AA5876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5876+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2001
 AA5876
 AA5876  HISTORY     - Date     Condition        Report By
 AA5876  HISTORY     - 1965     MONUMENTED       CGS
 AA5876  HISTORY     - 19850615 GOOD             NGS
 AA5876  HISTORY     - 19970617 GOOD             NGS
 AA5876  HISTORY     - 20000410 GOOD             PADT
 AA5876  HISTORY     - 20011120 GOOD             PADT
 AA5876
 AA5876                          STATION DESCRIPTION
 AA5876
 AA5876'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (WMR)
 AA5876'STATION IS LOCATED ON THE ALLEGHANY COUNTY AIRPORT IN WEST MIFFLINE,
 AA5876'PA ABOUT 8 MI (12.9 KM) SOUTHEAST OF DOWNTOWN PITTSBURGH, 4 MI (6.4
 AA5876'KM) WEST OF MCKEESPORT AND 3 MI (4.8 KM) NORTHEAST OF PLEASANT HILLS.
 AA5876'ACCESS TO THE FIELD IS CONTROLLED AND SHOULD BE ARRANGED IN ADVANCE.
 AA5876'AIRPORT PHONE NUMBER IS 412-461-4300. STATION IS LOCATED ABOUT
 AA5876'MIDFIELD IN THE GRASS TRIANGLE FORMED BY THE INTERSECTION OF RUNWAYS
 AA5876'10/28 AND 13/31 AND A NORTH-SOUTH TAXIWAY. TO REACH FROM THE NORTH
 AA5876'SIDE OF THE TERMINAL BUILDING PROCEED NORTHWEST ACROSS THE RAMP TO A
 AA5876'TAXIWAY RUNNING PARALLEL TO RUNWAY 10/28.  TURN WEST ONTO TAXIWAY AND
 AA5876'GO 0.3 MI (0.5 KM) TO A TAXIWAY ON RIGHT. TURN RIGHT AND GO NORTHERLY
 AA5876'FOR 0.05 MI (0.08 KM) TO THE JUNCTION OF TAXIWAY AND RUNWAY 10/28.
 AA5876'CROSS RUNWAY 10/28 AND CONTINUE NORTHERLY ON THE TAXIWAY FOR ABOUT 100
 AA5876'FT (30.5 M) THEN EASTERLY ALONG THE NORTH SIDE OF THE RUNWAY FOR 0.1
 AA5876'MI (0.2 KM) TO THE STATION. IT IS 182.1 FT (55.5 M) WEST OF THE FIRST
 AA5876'RUNWAY LIGHT NORTH OF THE INTERSECTION OF THE RUNWAYS, 116.95 FT
 AA5876'(35.65 M) SOUTH OF THE SECOND RUNWAY LIGHT AND 80.3 FT (24.5 M) NORTH
 AA5876'OF THE NORTH EDGE OF RUNWAY 10/28.
 AA5876
 AA5876                          STATION RECOVERY (1985)
 AA5876
 AA5876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (JWB)
 AA5876'LOCATED ABOUT 8 MI (12.9 KM) SOUTH OF PITTSBURG AT ALLEGHENY COUNTY
 AA5876'AIRPORT, IN THE TRIANGLE FORMED BY THE RUNWAY INTERSECTIONS 182.1 FT
 AA5876'(55.5 M) W OF RWY LT 51D 116 95 FT (29.0 M) S OF RWY LT 50D, 80.25 FT
 AA5876'(24.46 M) N OF THE N EDGE OF RWY.  10-28 AND 70.3 FT (21.4 M) N OF RWY
 AA5876'LT 22A.  A STANDARD DISK STAMPED---ARP 2 1965---, SET IN THE TOP OF A
 AA5876'CONCRETE MONUMENT ABOUT FLUSH WITH THE GROUND.
 AA5876
 AA5876                          STATION RECOVERY (1997)
 AA5876
 AA5876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (DAC)
 AA5876'RECOVERED AS DESCRIBED.
 AA5876
 AA5876                          STATION RECOVERY (2000)
 AA5876
 AA5876'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (GDD)
 AA5876'RECOVERED IN GOOD CONDITION.
 AA5876
 AA5876                          STATION RECOVERY (2001)
 AA5876
 AA5876'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (RF)
 AA5876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1931 ***********************************************************************
 MA1931  DESIGNATION -  AIR
 MA1931  PID         -  MA1931
 MA1931  STATE/COUNTY-  PA/CLARION
 MA1931  USGS QUAD   -  CORSICA (1987)
 MA1931
 MA1931                         *CURRENT SURVEY CONTROL
 MA1931  ___________________________________________________________________
 MA1931* NAD 83(1992)-  41 09 49.69565(N)    079 13 54.22288(W)     ADJUSTED  
 MA1931* NAVD 88     -       540.6    (meters)    1774.     (feet)  VERTCON   
 MA1931  ___________________________________________________________________
 MA1931  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 MA1931  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 MA1931
 MA1931  HORZ ORDER  -  SECOND
 MA1931
 MA1931.The horizontal coordinates were established by classical geodetic methods
 MA1931.and adjusted by the National Geodetic Survey in June 2002..
 MA1931
 MA1931.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA1931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA1931
 MA1931.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1931
 MA1931.The geoid height was determined by GEOID03.
 MA1931
 MA1931;                    North         East     Units Scale Factor Converg.
 MA1931;SPC PA N     -   111,799.350   475,653.862   MT  0.99996659   -0 58 48.8
 MA1931;SPC PA N     -   366,795.03  1,560,541.05   sFT  0.99996659   -0 58 48.8
 MA1931;UTM  17      - 4,558,448.186   648,348.740   MT  0.99987085   +1 09 50.8
 MA1931
 MA1931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1931!SPC PA N     -   0.99992033  x   0.99996659  =   0.99988692
 MA1931!UTM  17      -   0.99992033  x   0.99987085  =   0.99979119
 MA1931
 MA1931:                Primary Azimuth Mark                     Grid Az
 MA1931:SPC PA N     -  AIR AZ MK                                061 30 44.7
 MA1931:UTM  17      -  AIR AZ MK                                059 22 05.1
 MA1931
 MA1931|---------------------------------------------------------------------|
 MA1931| PID    Reference Object                     Distance      Geod. Az  |
 MA1931|                                                           dddmmss.s |
 MA1931| CX3112 AIR AZ MK                                          0603155.9 |
 MA1931| CX3113 AIR RM 1                             12.652 METERS 22813     |
 MA1931| MA1930 AIRWAY BCN 2 MI SW OF CORSICA        18.539 METERS 28517     |
 MA1931| MA1954 CLARION STATE TEACHERS COL STK      APPROX.13.5 KM 2931156.1 |
 MA1931| MA1959 CLARION CO CTHSE SPIRE              APPROX.14.1 KM 2934948.0 |
 MA1931| MA1941 STRATTANVILLE LOOKOUT TOWER         APPROX.10.0 KM 2943451.3 |
 MA1931| CX3114 AIR RM 2                             10.030 METERS 33742     |
 MA1931|---------------------------------------------------------------------|
 MA1931
 MA1931                          SUPERSEDED SURVEY CONTROL
 MA1931
 MA1931  NAD 83(1986)-  41 09 49.69744(N)    079 13 54.22574(W) AD(       ) 2
 MA1931  NAD 27      -  41 09 49.46440(N)    079 13 55.07900(W) AD(       ) 2
 MA1931  NGVD 29 (07/19/86)  540.8    (m)         1774.     (f) VERT ANG       
 MA1931
 MA1931.Superseded values are not recommended for survey control.
 MA1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1931.See file dsdata.txt to determine how the superseded data were derived.
 MA1931
 MA1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF4834958448(NAD 83)
 MA1931_MARKER: Z = SEE DESCRIPTION
 MA1931_SETTING: 0 = UNSPECIFIED SETTING
 MA1931
 MA1931  HISTORY     - Date     Condition        Report By
 MA1931  HISTORY     - 1958     MONUMENTED       USE
 MA1931
 MA1931                          STATION DESCRIPTION
 MA1931
 MA1931'DESCRIBED BY US ENGINEERS 1958 (JEG)
 MA1931'THE STATION IS LOCATED ON THE SUMMIT OF A HIGH GRASSY HILL NEAR THE
 MA1931'SITE OF AN AIRWAY BEACON, ABOUT 8 MILES WEST OF BROOKVILLE AND 2
 MA1931'MILES SOUTHWEST OF CORSICA AND IS ON LAND OWNED BY J.C. SIMPSON
 MA1931'ESTATE AND IS LEASED BY THE CIVIL AREONAUTICS AUTHORITY.  IT IS
 MA1931'5 FEET NORTH OF A WHITE WITNESS POST.
 MA1931'
 MA1931'TO REACH THE STATION FROM THE POST OFFICE IN CORSICA, GO WEST OF U.S.
 MA1931'HIGHWAY 322 FOR 1.6 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 MA1931'AND GO SOUTH ON A BLACKTOP ROAD THROUGH MINING SPOILS FOR 0.23 MILE
 MA1931'TO A RAILROAD CROSSING AND BRIDGE.  CROSS RAILROAD AND BRIDGE AND
 MA1931'CONTINUE SOUTH ON BLACKTOP ROAD FOR 0.6 MILE TO A CROSSROAD AND THE
 MA1931'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE STRAIGHT AHEAD
 MA1931'FOR 0.08 MILE TO A RAILROAD BRIDGE, CROSS BRIDGE AND CONTINUE SOUTH
 MA1931'ON PAVED ROAD FOR 0.2 MILE TO A GRAVELED SIDE ROAD ON THE RIGHT.
 MA1931'TURN RIGHT AND GO WEST-SOUTHWEST ON THE GRAVELED ROAD FOR 0.17 MILE
 MA1931'TO A FARM HOUSE AND GARAGE ON THE LEFT.  TURN LEFT ON A DIM TRACK
 MA1931'ROAD, PASSING TO THE RIGHT OF THE GARAGE AND FARM HOUSE AND GO 0.2
 MA1931'MILE TO A MINING REMAINS.  TURN SHARP LEFT, PASSING TO THE LEFT OF
 MA1931'THE MINING REMAINS AND GO SOUTHEAST UP THE STEEP HILL FOR 0.15 MILE
 MA1931'TO THE TOP OF THE HILL, THE BEACON AND THE STATION AS DESCRIBED.
 MA1931'
 MA1931'THE STATION MARK IS A U.S. ENGINEERS DEPARTMENT MARK, STAMPED AIR
 MA1931'1937 SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT WHICH
 MA1931'PROJECTS ABOUT 12 INCHES ABOVE THE SURFACE OF THE GROUND.
 MA1931'
 MA1931'REFERENCE MARK NO 1, A STANDARD DISK STAMPED AIR USED NO 1 1937, IS
 MA1931'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 6
 MA1931'INCHES ABOVE THE SURFACE OF THE GROUND.
 MA1931'
 MA1931'REFERENCE MARK NO 2, A STANDARD DISK STAMPED AIR USED NO 2 1937, IS
 MA1931'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 5
 MA1931'INCHES ABOVE THE SURFACE OF THE GROUND.
 MA1931'
 MA1931'THE AZIMUTH MARK, A STANDARD DISK STAMPED AIR USED 1937, IS SET IN
 MA1931'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES
 MA1931'ABOVE THE SURFACE OF THE GROUND.  IT IS 130 FEET SOUTH-SOUTHEAST OF
 MA1931'THE CENTER OF THE CROSSROAD INTERSECTION, 44 FEET EAST OF
 MA1931'THE CENTER OF A BLACKTOP ROAD AND 1 FOOT SOUTH OF TELEPHONE NUMBER
 MA1931'C141 AND 1 FOOT WEST OF A WHITE WITNESS POST.
 MA1931'
 MA1931'THE AIRWAY BEACON IS A 4-LEGGED STEEL STRUCTURE WITH A LARGE
 MA1931'REVOLVING LIGHT ON ITS TOP.  THE TOWER IS PAINTED RED AND IS
 MA1931'APPROXIMATELY 50 FEET HIGH.  A TRAVERSE WAS MADE TO THIS STATION.
 MA1931'
 MA1931'NOTE- A 4-WHEEL DRIVE VEHICLE IS REQUIRED TO DRIVE THE LAST 0.15
 MA1931'MILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2345 ***********************************************************************
 KX2345  DESIGNATION -  AIRIE
 KX2345  PID         -  KX2345
 KX2345  STATE/COUNTY-  PA/CLEARFIELD
 KX2345  USGS QUAD   -  BURNSIDE (1994)
 KX2345
 KX2345                         *CURRENT SURVEY CONTROL
 KX2345  ___________________________________________________________________
 KX2345* NAD 83(1992)-  40 51 52.95403(N)    078 48 04.77754(W)     ADJUSTED  
 KX2345* NAVD 88     -       543.5    (meters)    1783.     (feet)  VERTCON   
 KX2345  ___________________________________________________________________
 KX2345  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 KX2345  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KX2345
 KX2345  HORZ ORDER  -  SECOND
 KX2345
 KX2345.The horizontal coordinates were established by classical geodetic methods
 KX2345.and adjusted by the National Geodetic Survey in June 2002..
 KX2345
 KX2345.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2345
 KX2345.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2345
 KX2345.The geoid height was determined by GEOID03.
 KX2345
 KX2345;                    North         East     Units Scale Factor Converg.
 KX2345;SPC PA N     -    78,058.445   511,367.687   MT  1.00000306   -0 41 43.8
 KX2345;SPC PA N     -   256,096.75  1,677,712.15   sFT  1.00000306   -0 41 43.8
 KX2345;SPC PA S     -   170,567.602   511,369.154   MT  0.99998556   -0 40 55.5
 KX2345;SPC PA S     -   559,603.87  1,677,716.97   sFT  0.99998556   -0 40 55.5
 KX2345;UTM  17      - 4,526,065.453   685,295.974   MT  1.00002261   +1 26 20.2
 KX2345
 KX2345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2345!SPC PA N     -   0.99991985  x   1.00000306  =   0.99992291
 KX2345!SPC PA S     -   0.99991985  x   0.99998556  =   0.99990541
 KX2345!UTM  17      -   0.99991985  x   1.00002261  =   0.99994245
 KX2345
 KX2345:                Primary Azimuth Mark                     Grid Az
 KX2345:SPC PA N     -  AIRIE AZ MK                              070 15 02.7
 KX2345:SPC PA S     -  AIRIE AZ MK                              070 14 14.4
 KX2345:UTM  17      -  AIRIE AZ MK                              068 06 58.7
 KX2345
 KX2345|---------------------------------------------------------------------|
 KX2345| PID    Reference Object                     Distance      Geod. Az  |
 KX2345|                                                           dddmmss.s |
 KX2345| CJ9129 AIRIE AZ MK                                        0693318.9 |
 KX2345| CJ9130 AIRIE RM 1                            5.572 METERS 18608     |
 KX2345| CJ9980 AIRIE RM 2                           10.813 METERS 28010     |
 KX2345|---------------------------------------------------------------------|
 KX2345
 KX2345                          SUPERSEDED SURVEY CONTROL
 KX2345
 KX2345  NAD 83(1986)-  40 51 52.95885(N)    078 48 04.78455(W) AD(       ) 2
 KX2345  NAD 27      -  40 51 52.73412(N)    078 48 05.67132(W) AD(       ) 2
 KX2345  NGVD 29 (07/19/86)  543.7    (m)         1784.     (f) VERT ANG       
 KX2345
 KX2345.Superseded values are not recommended for survey control.
 KX2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2345.See file dsdata.txt to determine how the superseded data were derived.
 KX2345
 KX2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF8529626065(NAD 83)
 KX2345_MARKER: DE = TRAVERSE STATION DISK
 KX2345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2345_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KX2345
 KX2345  HISTORY     - Date     Condition        Report By
 KX2345  HISTORY     - 1967     MONUMENTED       CGS
 KX2345
 KX2345                          STATION DESCRIPTION
 KX2345
 KX2345'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2345'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF BURNSIDE AND 2.5 MILES
 KX2345'SOUTHWEST OF MCGEES MILLS.  IT IS ON THE TOP OF A SMALL RIDGE THAT
 KX2345'WAS A STRIP MINE AND HAS BEEN REPLANTED WITH SMALL PINE TREES.  THE
 KX2345'PROPERTY IS OWNED BY MR. M.  MAHAFFEY.
 KX2345'
 KX2345'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 219 AND STATE
 KX2345'HIGHWAY 286, ABOUT 2 MILES NORTH OF BRUNSIDE, GO NORTH ON U.S.
 KX2345'HIGHWAY 219 FOR 1.85 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO WEST
 KX2345'ON THE PAVED ROAD FOR 1.6 MILES TO A SIDE ROAD RIGHT, (TO REACH THE
 KX2345'AZIMUTH MARK FROM THIS POINT, TURN SHARP RIGHT AND GO EASTERLY ON THE
 KX2345'TRACK ROAD FOR 100 FEET TO A FORK, KEEP THE RIGHT FORK AND CONTINUE
 KX2345'EASTERLY ON THE TRACK ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT),
 KX2345'CONTINUE WESTERLY ON THE PAVED ROAD FOR 0.2 MILE TO THE STATION ON
 KX2345'THE RIGHT.
 KX2345'
 KX2345'THE STATION MARK IS 210 FEET WEST OF THE APPROXIMATE CENTER OF THE
 KX2345'PAVED ROAD, 22 FEET EAST OF THE HIGHEST POINT OF RIDGE AND 5.0
 KX2345'FEET SOUTHEAST OF A METAL WITNESS POST.  THE MARK IS A STANDARD
 KX2345'TRAVERSE DISK SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 KX2345'1-INCH AND IS STAMPED AIRIE 1967.
 KX2345'
 KX2345'REFERENCE MARK NO. 1 IS 24 FEET EAST OF THE HIGHEST POINT OF RIDGE
 KX2345'AND 14.8 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.  THE MARK
 KX2345'IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 KX2345'6 INCHES AND IS STAMPED AIRIE NO 1 1967.
 KX2345'
 KX2345'REFERENCE MARK NO. 2 IS 39.3 FEET WEST OF A METAL WITNESS POST AND 10
 KX2345'FEET WEST OF THE HIGHEST POINT OF RIDGE.  THE MARK IS A STANDARD DISK
 KX2345'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES AND IS
 KX2345'STAMPED AIRIE NO 2 1967.
 KX2345'
 KX2345'THE AZIMUTH MARK IS 7 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE
 KX2345'TRACK ROAD AND 2.8 FEET NORTHWEST OF A METAL WITNESS POST.  THE
 KX2345'MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST
 KX2345'PROJECTING 6 INCHES AND IS STAMPED AIRIE 1967.
 KX2345'
 KX2345'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1765 ***********************************************************************
 JU1765  DESIGNATION -  AIRPORT
 JU1765  PID         -  JU1765
 JU1765  STATE/COUNTY-  PA/CHESTER
 JU1765  USGS QUAD   -  PARKESBURG (1992)
 JU1765
 JU1765                         *CURRENT SURVEY CONTROL
 JU1765  ___________________________________________________________________
 JU1765* NAD 83(1992)-  39 58 57.45004(N)    075 52 51.59883(W)     ADJUSTED  
 JU1765* NAVD 88     -       204.170  (meters)     669.85   (feet)  ADJUSTED  
 JU1765  ___________________________________________________________________
 JU1765  X           -   1,193,844.931 (meters)                     COMP
 JU1765  Y           -  -4,746,233.884 (meters)                     COMP
 JU1765  Z           -   4,076,617.185 (meters)                     COMP
 JU1765  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 JU1765  ELLIP HEIGHT-         170.68  (meters)          (06/21/02) GPS OBS
 JU1765  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 JU1765  DYNAMIC HT  -         204.066 (meters)     669.51  (feet)  COMP
 JU1765  MODELED GRAV-     980,114.2   (mgal)                       NAVD 88
 JU1765
 JU1765  HORZ ORDER  -  SECOND
 JU1765  VERT ORDER  -  SECOND    CLASS 0
 JU1765  ELLP ORDER  -  FOURTH    CLASS I
 JU1765
 JU1765.The horizontal coordinates were established by classical geodetic methods
 JU1765.and adjusted by the National Geodetic Survey in June 2002..
 JU1765
 JU1765.The orthometric height was determined by differential leveling
 JU1765.and adjusted by the National Geodetic Survey in June 1991..
 JU1765
 JU1765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU1765
 JU1765.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1765
 JU1765.The ellipsoidal height was determined by GPS observations
 JU1765.and is referenced to NAD 83.
 JU1765
 JU1765.The geoid height was determined by GEOID03.
 JU1765
 JU1765.The dynamic height is computed by dividing the NAVD 88
 JU1765.geopotential number by the normal gravity value computed on the
 JU1765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1765.degrees latitude (g = 980.6199 gals.).
 JU1765
 JU1765.The modeled gravity was interpolated from observed gravity values.
 JU1765
 JU1765;                    North         East     Units Scale Factor Converg.
 JU1765;SPC PA S     -    73,783.141   759,628.502   MT  0.99999266   +1 12 45.3
 JU1765;SPC PA S     -   242,070.19  2,492,214.51   sFT  0.99999266   +1 12 45.3
 JU1765;UTM  18      - 4,426,200.383   424,778.552   MT  0.99966966   -0 33 58.0
 JU1765
 JU1765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1765!SPC PA S     -   0.99997322  x   0.99999266  =   0.99996588
 JU1765!UTM  18      -   0.99997322  x   0.99966966  =   0.99964289
 JU1765
 JU1765|---------------------------------------------------------------------|
 JU1765| PID    Reference Object                     Distance      Geod. Az  |
 JU1765|                                                           dddmmss.s |
 JU1765| JU1764 AIRPORT RM 1                          6.750 METERS 08440     |
 JU1765| JU1763 AIRPORT AZ MK                                      0854952.3 |
 JU1765| JU1766 AIRPORT RM 2                          7.385 METERS 25543     |
 JU1765|---------------------------------------------------------------------|
 JU1765
 JU1765                          SUPERSEDED SURVEY CONTROL
 JU1765
 JU1765  NAD 83(1991)-  39 58 57.44902(N)    075 52 51.59943(W) AD(       ) 2
 JU1765  ELLIP H (01/27/92)  170.72   (m)                       GP(       ) 4 1
 JU1765  NAD 83(1986)-  39 58 57.44130(N)    075 52 51.60419(W) AD(       ) 2
 JU1765  NAD 27      -  39 58 57.06313(N)    075 52 52.79258(W) AD(       ) 2
 JU1765  NGVD 29 (??/??/??)  204.442  (m)          670.74   (f) ADJUSTED    2 0
 JU1765
 JU1765.Superseded values are not recommended for survey control.
 JU1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1765.See file dsdata.txt to determine how the superseded data were derived.
 JU1765
 JU1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK2477926200(NAD 83)
 JU1765_MARKER: DS = TRIANGULATION STATION DISK
 JU1765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1765_SP_SET: CONCRETE POST
 JU1765_STAMPING: AIRPORT 1966
 JU1765_MARK LOGO: CGS   
 JU1765_PROJECTION: FLUSH
 JU1765_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU1765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1765+STABILITY: SURFACE MOTION
 JU1765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1765+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 JU1765
 JU1765  HISTORY     - Date     Condition        Report By
 JU1765  HISTORY     - 1966     MONUMENTED       CGS
 JU1765  HISTORY     - 1966     GOOD             CGS
 JU1765  HISTORY     - 19881019 GOOD             NGS
 JU1765  HISTORY     - 19890130 GOOD
 JU1765  HISTORY     - 19940401 GOOD             HARTMN
 JU1765  HISTORY     - 19980609 GOOD             EADS
 JU1765  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 JU1765  HISTORY     - 20000701 GOOD             PADT
 JU1765  HISTORY     - 20021015 GOOD             RETTEW
 JU1765
 JU1765                          STATION DESCRIPTION
 JU1765
 JU1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 JU1765'THE STATION IS LOCATED ABOUT 3 MILES WEST OF COATESVILLE, 0.5 MILE
 JU1765'EAST OF SADSBURYVILLE AND ON THE RIGHT-OF-WAY OF U. S. HIGHWAY 30.
 JU1765'
 JU1765'TO REACH THE STATION FROM THE POST OFFICE IN SADSBURYVILLE, GO EAST
 JU1765'ON U. S. HIGHWAY 30 FOR 0.6 MILE TO THE STATION ON THE
 JU1765'LEFT.
 JU1765'
 JU1765'THE STATION MARK IS 49 FEET EAST OF A POWERLINE POLE, 32 FEET NORTH
 JU1765'OF THE CENTERLINE OF U. S. HIGHWAY 30 AND 27 FEET EAST OF A
 JU1765'SIGN SADSBURYVILLE. THE MARK IS A STANDARD TRAVERSE DISK SET IN THE
 JU1765'TOP OF A SQUARE CONCRETE POST SET FLUSH WITH THE GROUND AND
 JU1765'STAMPED AIRPORT 1966.
 JU1765'
 JU1765'REFERENCE MARK NO 1 IS 49 FEET EAST OF SIGN AND 31 FEET NORTH OF THE
 JU1765'CENTERLINE OF U. S. HIGHWAY 30. THE MARK IS A STANDARD DISK
 JU1765'SET IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH WITH THE GROUND
 JU1765'AND STAMPED AIRPORT NO 1 1966.
 JU1765'
 JU1765'REFERENCE MARK NO 2 IS 28 FEET NORTH OF THE CENTERLINE OF U. S.
 JU1765'HIGHWAY 30, 24 FEET EAST OF A POWERLINE POLE AND 3 FEET EAST
 JU1765'OF THE SIGN. THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 JU1765'CONCRETE POST SET FLUSH WITH THE GROUND AND STAMPED AIRPORT
 JU1765'NO 2 1966.
 JU1765'
 JU1765'THE AZIMUTH MARK IS SET IN THE NORTHWEST CORNER OF PROPERTY OWNED BY
 JU1765'O. H. TAYLOR. IT IS 28 FEET SOUTH OF THE APPROXIMATE
 JU1765'CENTER OF U. S. HIGHWAY 30, 6 FEET WEST OF TELEPHONE POLE NO 1177 AND
 JU1765'1 FOOT NORTH OF A BOARD FENCE.  THE MARK IS A STANDARD DISK
 JU1765'SET IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH WITH THE GROUND
 JU1765'AND STAMPED AIRPORT 1966.
 JU1765'
 JU1765'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U. S. HIGHWAY
 JU1765'30 FOR 0.45 MILE TO THE MARK ON THE RIGHT.
 JU1765'
 JU1765'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 JU1765
 JU1765                          STATION RECOVERY (1966)
 JU1765
 JU1765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JU1765'0.6 MI E FROM SADSBURYVILLE.
 JU1765'0.6 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE IN
 JU1765'SADSBURYVILLE, WHICH IS ABOUT 6 MILES EAST OF GAP, 22.15 FEET
 JU1765'WEST OF RM 1, 24.23 FEET EAST OF RM 2, 49 FEET EAST OF A POWER
 JU1765'LINE POLE, 32 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 27 FEET
 JU1765'EAST OF THE BOROUGH OF SADSBURYVILLE SIGN, SET IN THE TOP OF A
 JU1765'CONCRETE POST, FLUSH, AND IS ABOUT 2 FEET ABOVE THE LEVEL OF THE
 JU1765'HIGHWAY.
 JU1765
 JU1765                          STATION RECOVERY (1988)
 JU1765
 JU1765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 JU1765'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 JU1765'FOLLOWS. OTHER MARKS NOT SEARCHED FOR.
 JU1765'THE STATION IS IN A NARROW WEED STRIP BETWEEN A CULTIVATED FIELD AND
 JU1765'THE EDGE OF U.S. HIGHWAY 30 BUSINESS, JUST EAST OF A ROAD SOUTH
 JU1765'LEADING TO AN INDUSTRIAL PARK.
 JU1765'OWNERSHIP--UNKNOWN.
 JU1765'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 JU1765'HIGHWAY 10, BETWEEN GAP AND SADSBURYVILLE, GO EAST ON HIGHWAY 30 FOR
 JU1765'0.79 KM (0.50 MI) TO THE JUNCITON OF HIGHWAY 30 AND 30 BUSINESS.  THIS
 JU1765'JUNCTION IS OFFSET BETWEEN WESTBOUND AND EASTBOUND TRAFFIC.  BEAR
 JU1765'RIGHT ON HIGHWAY 30 BUSINESS FOR 3.56 KM (2.20 MI) TO THE INDUSTRIAL
 JU1765'PARK ENTRANCE ON THE RIGHT AT EAST EDGE OF SADSBURYVILLE.  CONTINUE
 JU1765'AHEAD FOR ABOUT 40 M (131.2 FT) TO TOP OF RISE AND STATION ON THE
 JU1765'LEFT.
 JU1765'THE STATION MARK IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE
 JU1765'CONCRETE MONUMENT 23 CM ON A SIDE FLUSH WITH THE GROUND.  LOCATED 14.7
 JU1765'M (48.2 FT) EAST OF UTILITY POLE 4868, 2.4 M (7.9 FT) NORTH OF THE
 JU1765'NORTH EDGE OF HIGHWAY PAVEMENT, 0.2 M (0.7 FT) WEST OF A FIBERGLASS
 JU1765'WITNESS POST, AND 0.2 M (0.7 FT) SOUTH OF A METAL WITNESS POST.
 JU1765'DESCRIBED BY G.R. HEID, TYPED BY R.L. ZURFLUH.
 JU1765
 JU1765                          STATION RECOVERY (1989)
 JU1765
 JU1765'RECOVERED 1989
 JU1765'RECOVERED IN GOOD CONDITION.
 JU1765
 JU1765                          STATION RECOVERY (1994)
 JU1765
 JU1765'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1994
 JU1765'RECOVERED AS DESCRIBED.  NOTE- STATION IS GOOD FOR GPS OBSERVATION.
 JU1765
 JU1765                          STATION RECOVERY (1998)
 JU1765
 JU1765'RECOVERY NOTE BY THE EADS GROUP 1998 (JMS)
 JU1765'GOOD.
 JU1765
 JU1765                          STATION RECOVERY (2000)
 JU1765
 JU1765'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU1765'MARK NOT FOUND.
 JU1765
 JU1765                          STATION RECOVERY (2000)
 JU1765
 JU1765'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 JU1765'RECOVERED IN GOOD CONDITION.
 JU1765
 JU1765                          STATION RECOVERY (2002)
 JU1765
 JU1765'RECOVERY NOTE BY RETTEW ASSOCIATES 2002 (BKC)
 JU1765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2908 ***********************************************************************
 KW2908  DESIGNATION -  AIRPORT
 KW2908  PID         -  KW2908
 KW2908  STATE/COUNTY-  PA/CENTRE
 KW2908  USGS QUAD   -  MINGOVILLE (1983)
 KW2908
 KW2908                         *CURRENT SURVEY CONTROL
 KW2908  ___________________________________________________________________
 KW2908* NAD 83(1992)-  40 54 01.15400(N)    077 42 43.71573(W)     ADJUSTED  
 KW2908* NAVD 88     -       344.     (meters)    1129.     (feet)  SCALED    
 KW2908  ___________________________________________________________________
 KW2908  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 KW2908  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KW2908
 KW2908  HORZ ORDER  -  SECOND
 KW2908
 KW2908.The horizontal coordinates were established by classical geodetic methods
 KW2908.and adjusted by the National Geodetic Survey in June 2002..
 KW2908
 KW2908.The orthometric height was scaled from a topographic map.
 KW2908
 KW2908.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2908
 KW2908.The geoid height was determined by GEOID03.
 KW2908
 KW2908;                    North         East     Units Scale Factor Converg.
 KW2908;SPC PA N     -    81,475.869   603,189.869   MT  0.99999730   +0 01 30.2
 KW2908;SPC PA N     -   267,308.75  1,978,965.43   sFT  0.99999730   +0 01 30.2
 KW2908;UTM  18      - 4,531,233.401   271,548.981   MT  1.00024240   -1 46 35.5
 KW2908
 KW2908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2908!SPC PA N     -   0.99995129  x   0.99999730  =   0.99994859
 KW2908!UTM  18      -   0.99995129  x   1.00024240  =   1.00019368
 KW2908
 KW2908|---------------------------------------------------------------------|
 KW2908| PID    Reference Object                     Distance      Geod. Az  |
 KW2908|                                                           dddmmss.s |
 KW2908| CJ9982 AIRPORT RM 1                         22.060 METERS 03914     |
 KW2908| CJ9981 AIRPORT AZ MK                                      1552436.6 |
 KW2908| CJ9983 AIRPORT RM 2                                       22515     |
 KW2908| KW2945 PURDUE FIRE TOWER                   APPROX. 9.8 KM 2773921.2 |
 KW2908| KW2940 AIRWAY BN 52 A SW OF MILESBURG      APPROX. 8.2 KM 2870042.9 |
 KW2908|---------------------------------------------------------------------|
 KW2908
 KW2908                          SUPERSEDED SURVEY CONTROL
 KW2908
 KW2908  NAD 83(1986)-  40 54 01.15287(N)    077 42 43.71710(W) AD(       ) 2
 KW2908  NAD 27      -  40 54 00.93700(N)    077 42 44.72100(W) AD(       ) 2
 KW2908
 KW2908.Superseded values are not recommended for survey control.
 KW2908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2908.See file dsdata.txt to determine how the superseded data were derived.
 KW2908
 KW2908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL7154931233(NAD 83)
 KW2908_MARKER: DS = TRIANGULATION STATION DISK
 KW2908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2908
 KW2908  HISTORY     - Date     Condition        Report By
 KW2908  HISTORY     - 1938     MONUMENTED       CGS
 KW2908
 KW2908                          STATION DESCRIPTION
 KW2908
 KW2908'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 KW2908'STATION IS ON A FLAT-TOP BENCH NE OF BELLEFONTE T.A.T. AIRPORT
 KW2908'HANGARS ABOUT 4 MILES SE OF BELLEFONTE AND ABOUT 150 FEET NNW OF
 KW2908'CENTRAL RADIO BEAM TOWER, MARK IS STAMPED AIRPORT 1935-1938 AND IS A
 KW2908'STANDARD BRONZE DISKS SET IN CONCRETE.
 KW2908'
 KW2908'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 KW2908'IN CONCRETE.
 KW2908'
 KW2908'REFERENCE MARK NO. 2 IS STAMPED AIRPORT 1935-1938 AND WSW OF STATION,
 KW2908'REFERENCE MARK NO. 1 IS STAMPED AIRPORT 1935-1938 AND ENE OF
 KW2908'STATION.
 KW2908'
 KW2908'AZIMUTH MARK IS APPROXIMATELY 0.95 MILE SSW OF STATION ON R SIDE OF
 KW2908'ROAD AT T-ROAD INTERSECTION, 29 FEET W OF CENTER OF ROAD
 KW2908'INTERSECTION, 46.5 FEET W OF TELEPHONE POLE NO. 1/40, AND 60 FEET W
 KW2908'OF W EDGE OF ROAD, STAMPED AIRPORT 1935-1938, AND PROJECTS 6
 KW2908'INCHES.
 KW2908'
 KW2908'TO REACH STATION FROM BELLEFONTE GO NE ON BISHOP ST. ON HIGHWAY 220,
 KW2908'1.2 MILES N. G. ARMORY ON L AND PAVED ROAD TURNING TO R, TURN R AND
 KW2908'GO SE 1.9 MILES, THEN TURN R, THEN L SE 0.8 MILE TO HANGARS AT FLYING
 KW2908'FIELD, THENCE N TO STATION, 4- FOOT WOOD STAND ERECTED.
 KW2908'
 KW2908'TO REACH AZIMUTH MARK FROM ROAD TURNING INTO HANGARS AT LANDING
 KW2908'FIELD, GO STRAIGHT AHEAD ON PAVED ROAD 0.6 MILE TO
 KW2908'T-INTERSECTION, MARK IS ON SIDE OF ROAD ON W SIDE OF INTERSECTION.
 KW2908'
 KW2908'LINE AIRPORT, BELLEFONTE IS OBSTRUCTED BY LOW HILLS AND TIMBER.
 KW2908'
 KW2908'STATION MARK WAS SET IN 1935 BY J.B. JR., BUT WAS NOT OCCUPIED.
 KW2908'
 KW2908'HEIGHT OF LIGHT ABOVE STATION MARK- 3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1763 ***********************************************************************
 JU1763  DESIGNATION -  AIRPORT AZ MK
 JU1763  PID         -  JU1763
 JU1763  STATE/COUNTY-  PA/CHESTER
 JU1763  USGS QUAD   -  COATESVILLE (1997)
 JU1763
 JU1763                         *CURRENT SURVEY CONTROL
 JU1763  ___________________________________________________________________
 JU1763* NAD 83(1986)-  39 58 59.     (N)    075 52 20.     (W)     SCALED    
 JU1763* NAVD 88     -       198.502  (meters)     651.25   (feet)  ADJUSTED  
 JU1763  ___________________________________________________________________
 JU1763  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 JU1763  DYNAMIC HT  -         198.401 (meters)     650.92  (feet)  COMP
 JU1763  MODELED GRAV-     980,115.8   (mgal)                       NAVD 88
 JU1763
 JU1763  VERT ORDER  -  SECOND    CLASS 0
 JU1763
 JU1763.The horizontal coordinates were scaled from a topographic map and have
 JU1763.an estimated accuracy of +/- 6 seconds.
 JU1763
 JU1763.The orthometric height was determined by differential leveling
 JU1763.and adjusted by the National Geodetic Survey in June 1991..
 JU1763
 JU1763.The geoid height was determined by GEOID03.
 JU1763
 JU1763.The dynamic height is computed by dividing the NAVD 88
 JU1763.geopotential number by the normal gravity value computed on the
 JU1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1763.degrees latitude (g = 980.6199 gals.).
 JU1763
 JU1763.The modeled gravity was interpolated from observed gravity values.
 JU1763
 JU1763;                    North         East    Units  Estimated Accuracy
 JU1763;SPC PA S     -    73,850.      760,380.      MT  (+/- 180 meters Scaled)
 JU1763
 JU1763                          SUPERSEDED SURVEY CONTROL
 JU1763
 JU1763  NGVD 29 (??/??/??)  198.774  (m)          652.14   (f) ADJUSTED    2 0
 JU1763
 JU1763.Superseded values are not recommended for survey control.
 JU1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1763.See file dsdata.txt to determine how the superseded data were derived.
 JU1763
 JU1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK255262(NAD 83)
 JU1763_MARKER: DZ = AZIMUTH MARK DISK
 JU1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1763_STAMPING: AIRPORT 1966
 JU1763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1763+STABILITY: SURFACE MOTION
 JU1763
 JU1763  HISTORY     - Date     Condition        Report By
 JU1763  HISTORY     - 1966     MONUMENTED       CGS
 JU1763
 JU1763                          STATION DESCRIPTION
 JU1763
 JU1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1763'1.1 MI E FROM SADSBURYVILLE.
 JU1763'1.1 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE IN
 JU1763'SADSBURYVILLE, WHICH IS ABOUT 6 MILES EAST OF GAP, SET IN THE
 JU1763'NORTHWEST CORNER OF PROPERTY OWNED BY O.H. TAYLOR, 28 FEET SOUTH
 JU1763'OF THE APPROXIMATE CENTER OF HIGHWAY, 6 FEET WEST OF A TELEPHONE
 JU1763'POLE NO 1177, 1 FOOT NORTH OF A BOARD FENCE, SET IN THE TOP OF A
 JU1763'CONCRETE POST, FLUSH, AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2060 ***********************************************************************
 KX2060  DESIGNATION -  AIRPORT BCN ALLEGHENY CO APT
 KX2060  PID         -  KX2060
 KX2060  STATE/COUNTY-  PA/ALLEGHENY
 KX2060  USGS QUAD   -  GLASSPORT (1988)
 KX2060
 KX2060                         *CURRENT SURVEY CONTROL
 KX2060  ___________________________________________________________________
 KX2060* NAD 83(1992)-  40 21 08.13216(N)    079 55 37.46986(W)     ADJUSTED  
 KX2060* NAVD 88     -                                                        
 KX2060  ___________________________________________________________________
 KX2060  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 KX2060  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 KX2060
 KX2060  HORZ ORDER  -  THIRD
 KX2060
 KX2060.The horizontal coordinates were established by classical geodetic methods
 KX2060.and adjusted by the National Geodetic Survey in June 2002..
 KX2060
 KX2060
 KX2060.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2060
 KX2060.The geoid height was determined by GEOID03.
 KX2060
 KX2060;                    North         East     Units Scale Factor Converg.
 KX2060;SPC PA S     -   115,415.686   415,075.944   MT  0.99996097   -1 24 44.9
 KX2060;SPC PA S     -   378,659.63  1,361,794.99   sFT  0.99996097   -1 24 44.9
 KX2060;UTM  17      - 4,467,408.109   591,113.085   MT  0.99970219   +0 41 41.1
 KX2060
 KX2060                          SUPERSEDED SURVEY CONTROL
 KX2060
 KX2060  NAD 83(1995)-  40 21 08.13339(N)    079 55 37.47016(W) AD(       ) 4
 KX2060  NAD 83(1986)-  40 21 08.13529(N)    079 55 37.47801(W) AD(       ) 4
 KX2060  NAD 27      -  40 21 07.88500(N)    079 55 38.29400(W) AD(       ) 3
 KX2060
 KX2060.Superseded values are not recommended for survey control.
 KX2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2060.See file dsdata.txt to determine how the superseded data were derived.
 KX2060
 KX2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE9111367408(NAD 83)
 KX2060_MARKER: 21 = AIRPORT BEACON
 KX2060
 KX2060  HISTORY     - Date     Condition        Report By
 KX2060  HISTORY     - 1958     FIRST OBSERVED   CGS
 KX2060  HISTORY     - 1962     GOOD             CGS
 KX2060  HISTORY     - 1965     GOOD             CGS
 KX2060  HISTORY     - 1972     GOOD             NGS
 KX2060  HISTORY     - 1975     GOOD             NGS
 KX2060  HISTORY     - 19850615 GOOD             NGS
 KX2060
 KX2060                          STATION DESCRIPTION
 KX2060
 KX2060'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2060'THE STATION IS THE REVOLVING, FLASHING GREEN AND WHITE BEACON WHICH
 KX2060'IS LOCATED ATOP THE CONTROL TOWER OF THE ALLEGHENY COUNTY
 KX2060'AIRPORT.
 KX2060
 KX2060                          STATION RECOVERY (1962)
 KX2060
 KX2060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ETO)
 KX2060'STATION RECOVERED AS DESCRIBED. ORIGINAL DESCRIPTION IS ADEQUATE.
 KX2060
 KX2060                          STATION RECOVERY (1965)
 KX2060
 KX2060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WER)
 KX2060'STATION RECOVERED IN GOOD CONDITION. THE 1958 DESCRIPTION IS GOOD.
 KX2060
 KX2060                          STATION RECOVERY (1972)
 KX2060
 KX2060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WTJ)
 KX2060'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT ALLEGHENY COUNTY
 KX2060'AIRPORT
 KX2060'
 KX2060'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KX2060
 KX2060                          STATION RECOVERY (1975)
 KX2060
 KX2060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (PDC)
 KX2060'RECOVERED AS DESCRIBED.
 KX2060'
 KX2060'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED ATOP THE
 KX2060'CONTROL TOWER OF THE ALLEGHENY COUNTY AIRPORT.
 KX2060
 KX2060                          STATION RECOVERY (1985)
 KX2060
 KX2060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (JWB)
 KX2060'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION NOT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3615 ***********************************************************************
 KV3615  DESIGNATION -  AIRPORT BCN ALLENTOWN B E APT
 KV3615  PID         -  KV3615
 KV3615  STATE/COUNTY-  PA/LEHIGH
 KV3615  USGS QUAD   -  CATASAUQUA (1992)
 KV3615
 KV3615                         *CURRENT SURVEY CONTROL
 KV3615  ___________________________________________________________________
 KV3615* NAD 83(1992)-  40 39 22.25449(N)    075 25 49.69965(W)     ADJUSTED  
 KV3615* NAVD 88     -                                                        
 KV3615  ___________________________________________________________________
 KV3615  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 KV3615  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 KV3615
 KV3615  HORZ ORDER  -  THIRD
 KV3615
 KV3615.The horizontal coordinates were established by classical geodetic methods
 KV3615.and adjusted by the National Geodetic Survey in June 2002..
 KV3615
 KV3615
 KV3615.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3615
 KV3615.The geoid height was determined by GEOID03.
 KV3615
 KV3615;                    North         East     Units Scale Factor Converg.
 KV3615;SPC PA S     -   149,459.701   796,135.235   MT  0.99996591   +1 30 17.6
 KV3615;SPC PA S     -   490,352.37  2,611,987.02   sFT  0.99996591   +1 30 17.6
 KV3615;UTM  18      - 4,500,680.189   463,609.110   MT  0.99961630   -0 16 49.7
 KV3615
 KV3615                          SUPERSEDED SURVEY CONTROL
 KV3615
 KV3615  NAD 83(1996)-  40 39 22.25426(N)    075 25 49.70027(W) AD(       ) 4
 KV3615  NAD 83(1986)-  40 39 22.25341(N)    075 25 49.70778(W) AD(       ) 4
 KV3615  NAD 27      -  40 39 21.89800(N)    075 25 51.05400(W) AD(       ) 3
 KV3615
 KV3615.Superseded values are not recommended for survey control.
 KV3615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3615.See file dsdata.txt to determine how the superseded data were derived.
 KV3615
 KV3615_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL6360900680(NAD 83)
 KV3615_MARKER: 21 = AIRPORT BEACON
 KV3615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3615+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2002
 KV3615
 KV3615  HISTORY     - Date     Condition        Report By
 KV3615  HISTORY     - 1960     FIRST OBSERVED   CGS
 KV3615  HISTORY     - 1967     GOOD             CGS
 KV3615  HISTORY     - 1977     GOOD             NGS
 KV3615  HISTORY     - 19900615 GOOD             NGS
 KV3615  HISTORY     - 19970129 GOOD             USPSQD
 KV3615  HISTORY     - 20020130 GOOD             USPSQD
 KV3615
 KV3615                          STATION DESCRIPTION
 KV3615
 KV3615'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV3615'THE STATION IS THE REVOLVING LIGHT AT THE APEX OF THE A-B-E AIRPORT
 KV3615'BEACON.  LOCATED ABOUT 4-1/2 MILES NORTHEAST OF ALLENTOWN,
 KV3615'0.5 MILES NORTH OF U.S. HIGHWAY 22 AND IS NEAR THE NORTHWEST CORNER
 KV3615'OF A HANGAR LOCATED NEAR THE
 KV3615'SOUTHEAST CORNER OF THE AIRPORT GROUNDS.  THE STRUCTURE IS A STEEL
 KV3615'CONSTRUCTED TOWER WITH FOUR STEEL LEGS WHICH HAS A
 KV3615'REVOLVING LIGHT MOUNTED AT THE APEX.  THE STRUCTURE IS SILVER AND THE
 KV3615'OVERALL HEIGHT IS APPROXIMATELY 65 FEET.
 KV3615
 KV3615                          STATION RECOVERY (1967)
 KV3615
 KV3615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WTJ)
 KV3615'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 KV3615
 KV3615                          STATION RECOVERY (1977)
 KV3615
 KV3615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DRM)
 KV3615'STATION RECOVERED AS DESCRIBED IN QUAD 400751 STA 1001.  POSITION MAY
 KV3615'NOT GIVE ADEQUATE AZIMUTH CHECKS AT CLOSE RANGE- BEACON HAS A LIST
 KV3615'TO ONE SIDE DUE TO SETTLEMENT OF THE BASE.
 KV3615
 KV3615                          STATION RECOVERY (1990)
 KV3615
 KV3615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 KV3615'STATION IS THE SHAFT BELOW THE REVOLVING LIGHT OF THE A B E AIRPORT
 KV3615'BEACON.  LOCATED ABOUT 4.5 MILES (7.2 KM) NE OF ALLENTOWN, 0.5 MI (0.8
 KV3615'KM) N OF U.S. HIGHWAY 22, AND ALONG SIDE THE NW WALL OF THE VISITING
 KV3615'AIRCRAFT BUILDING.  THE STRUCTURE IS A RED AND WHITE STEEL TOWER, WITH
 KV3615'FOUR STEEL LEGS, THE OVERALL HEIGHT OF WHICH IS APPROXIMATELY 65 FT
 KV3615'(19.8 M) NOTE, (QUAD 400751 STA 1001.
 KV3615
 KV3615                          STATION RECOVERY (1997)
 KV3615
 KV3615'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV3615'RECOVERED IN GOOD CONDITION.
 KV3615
 KV3615                          STATION RECOVERY (2002)
 KV3615
 KV3615'RECOVERY NOTE BY US POWER SQUADRON 2002 (NCS)
 KV3615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2136 ***********************************************************************
 KX2136  DESIGNATION -  AIRPORT BCN BUTLER GRAHAM APT
 KX2136  PID         -  KX2136
 KX2136  STATE/COUNTY-  PA/BUTLER
 KX2136  USGS QUAD   -  BUTLER (1977)
 KX2136
 KX2136                         *CURRENT SURVEY CONTROL
 KX2136  ___________________________________________________________________
 KX2136* NAD 83(1992)-  40 46 45.31296(N)    079 56 56.84746(W)     ADJUSTED  
 KX2136* NAVD 88     -                                                        
 KX2136  ___________________________________________________________________
 KX2136  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 KX2136  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KX2136
 KX2136  HORZ ORDER  -  THIRD
 KX2136
 KX2136.The horizontal coordinates were established by classical geodetic methods
 KX2136.and adjusted by the National Geodetic Survey in June 2002..
 KX2136
 KX2136
 KX2136.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2136
 KX2136.The geoid height was determined by GEOID03.
 KX2136
 KX2136;                    North         East     Units Scale Factor Converg.
 KX2136;SPC PA S     -   162,861.523   414,384.008   MT  0.99997591   -1 25 36.4
 KX2136;SPC PA S     -   534,321.51  1,359,524.87   sFT  0.99997591   -1 25 36.4
 KX2136;UTM  17      - 4,514,783.763   588,675.203   MT  0.99969678   +0 41 11.1
 KX2136
 KX2136                          SUPERSEDED SURVEY CONTROL
 KX2136
 KX2136  NAD 83(1995)-  40 46 45.31418(N)    079 56 56.84430(W) AD(       ) 4
 KX2136  NAD 83(1986)-  40 46 45.31618(N)    079 56 56.85432(W) AD(       ) 4
 KX2136  NAD 27      -  40 46 45.08300(N)    079 56 57.64000(W) AD(       ) 3
 KX2136
 KX2136.Superseded values are not recommended for survey control.
 KX2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2136.See file dsdata.txt to determine how the superseded data were derived.
 KX2136
 KX2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF8867514784(NAD 83)
 KX2136_MARKER: 21 = AIRPORT BEACON
 KX2136
 KX2136  HISTORY     - Date     Condition        Report By
 KX2136  HISTORY     - 1958     FIRST OBSERVED   CGS
 KX2136  HISTORY     - 1976     GOOD             NGS
 KX2136  HISTORY     - 19880615 GOOD             NGS
 KX2136
 KX2136                          STATION DESCRIPTION
 KX2136
 KX2136'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2136'THE STATION IS THE ROTATING BEACON ATOP THE STEEL TOWER WHICH IS
 KX2136'LOCATED ON THE NORTHERN EDGE OF THE BUTLER-GRAHAM AIRPORT,
 KX2136'ABOUT 6 MILES SOUTH-SOUTHWEST OF BUTLER AND 1.0 MILE WEST OF STATE
 KX2136'HIGHWAY 8.
 KX2136'
 KX2136'THE TOWER WHICH SUPPORTS THE BEACON IS A FOUR LEGGED STRUCTURE ABOUT
 KX2136'40 FEET HIGH.
 KX2136'
 KX2136'NOTE- THIS BEACON WAS NOT VISITED BY THIS PARTY.
 KX2136'
 KX2136'THE DISTANCE WAS COMPUTED TO THE BEACON FROM TRIANGULATION STATION
 KX2136'THORN BY MEASURING A SHORT BASE LINE AT THE AZIMUTH MARK.  (THE
 KX2136'DISTANCE IS 1847.17 METERS (6060.27 FEET) WEST OF STATION THORN.)
 KX2136'THE SHORT BASE LINE PROVIDED POSTIONS OF THORN AZIMUTH MARK AND A
 KX2136'TEMPORARY POINT.  THE BEACON WAS THEN LOCATED BY INTERSECTION FROM
 KX2136'THESE TWO POINTS.
 KX2136
 KX2136                          STATION RECOVERY (1976)
 KX2136
 KX2136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JWB)
 KX2136'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KX2136'
 KX2136'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BUTLER GRAHAM
 KX2136'AIRPORT.
 KX2136
 KX2136                          STATION RECOVERY (1988)
 KX2136
 KX2136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KX2136'THE STATION IS A GREEN AND CLEAR ROTATING BEACON LIGHT ATOP A FOUR
 KX2136'LEGGED STEEL TOWER LOCATED ON THE NORTH SIDE OF THE BUTLER GRAHAM
 KX2136'AIRPORT ABOUT 150 FT (45.7 M) NORTHEAST OF A LARGE BLUE METAL HANGAR.
 KX2136'THE POINT OBSERVED WAS THE SPINDLE OF THE LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3099 ***********************************************************************
 KY3099  DESIGNATION -  AIRPORT BCN GR PITTSBURGH APT
 KY3099  PID         -  KY3099
 KY3099  STATE/COUNTY-  PA/ALLEGHENY
 KY3099  USGS QUAD   -  OAKDALE (1993)
 KY3099
 KY3099                         *CURRENT SURVEY CONTROL
 KY3099  ___________________________________________________________________
 KY3099* NAD 83(1992)-  40 29 47.76129(N)    080 13 08.73363(W)     ADJUSTED  
 KY3099* NAVD 88     -                                                        
 KY3099  ___________________________________________________________________
 KY3099  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 KY3099  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KY3099
 KY3099  HORZ ORDER  -  THIRD
 KY3099
 KY3099.The horizontal coordinates were established by classical geodetic methods
 KY3099.and adjusted by the National Geodetic Survey in June 2002..
 KY3099
 KY3099
 KY3099.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3099
 KY3099.The geoid height was determined by GEOID03.
 KY3099
 KY3099;                    North         East     Units Scale Factor Converg.
 KY3099;SPC PA S     -   132,089.341   390,725.649   MT  0.99995982   -1 36 06.9
 KY3099;SPC PA S     -   433,363.11  1,281,905.73   sFT  0.99995982   -1 36 06.9
 KY3099;UTM  17      - 4,483,170.230   566,172.955   MT  0.99965390   +0 30 25.7
 KY3099
 KY3099                          SUPERSEDED SURVEY CONTROL
 KY3099
 KY3099  NAD 83(1995)-  40 29 47.76083(N)    080 13 08.73538(W) AD(       ) 4
 KY3099  NAD 83(1986)-  40 29 47.76685(N)    080 13 08.74427(W) AD(       ) 4
 KY3099  NAD 27      -  40 29 47.52600(N)    080 13 09.53000(W) AD(       ) 3
 KY3099
 KY3099.Superseded values are not recommended for survey control.
 KY3099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3099.See file dsdata.txt to determine how the superseded data were derived.
 KY3099
 KY3099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE6617383170(NAD 83)
 KY3099_MARKER: 21 = AIRPORT BEACON
 KY3099
 KY3099  HISTORY     - Date     Condition        Report By
 KY3099  HISTORY     - 1958     FIRST OBSERVED   CGS
 KY3099  HISTORY     - 1961     GOOD             CGS
 KY3099  HISTORY     - 1963     GOOD             CGS
 KY3099  HISTORY     - 1967     GOOD             CGS
 KY3099  HISTORY     - 1971     GOOD             NGS
 KY3099  HISTORY     - 1972     GOOD             NGS
 KY3099  HISTORY     - 1976     GOOD             NGS
 KY3099
 KY3099                          STATION DESCRIPTION
 KY3099
 KY3099'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KY3099'THE STATION IS THE REVOLVING, FLASHING GREEN AND WHITE BEACON
 KY3099'WHICH IS LOCATED ATOP THE MAIN BUILDING ON THE GREATER PITTSBURGH
 KY3099'AIRPORT.
 KY3099
 KY3099                          STATION RECOVERY (1961)
 KY3099
 KY3099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JPP)
 KY3099'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 KY3099'CONDITION.
 KY3099
 KY3099                          STATION RECOVERY (1963)
 KY3099
 KY3099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FBM)
 KY3099'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KY3099
 KY3099                          STATION RECOVERY (1967)
 KY3099
 KY3099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WMR)
 KY3099'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 KY3099
 KY3099                          STATION RECOVERY (1971)
 KY3099
 KY3099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMR)
 KY3099'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 KY3099
 KY3099                          STATION RECOVERY (1972)
 KY3099
 KY3099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 KY3099'RECOVERED AS DESCRIBED IN THE 1958 DESCRIPTION.
 KY3099
 KY3099                          STATION RECOVERY (1976)
 KY3099
 KY3099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JWB)
 KY3099'RECOVERED AS DESCRIBED IN THE 1958 DESCRIPTION.
 KY3099'
 KY3099'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GREATER
 KY3099'PITTSBURGH INTERNATIONAL AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1756 ***********************************************************************
 LZ1756  DESIGNATION -  AIRPORT BCN LOCK HAVEN AIRPORT
 LZ1756  PID         -  LZ1756
 LZ1756  STATE/COUNTY-  PA/CLINTON
 LZ1756  USGS QUAD   -  LOCK HAVEN (1986)
 LZ1756
 LZ1756                         *CURRENT SURVEY CONTROL
 LZ1756  ___________________________________________________________________
 LZ1756* NAD 83(1992)-  41 08 14.50290(N)    077 25 16.34609(W)     ADJUSTED  
 LZ1756* NAVD 88     -                                                        
 LZ1756  ___________________________________________________________________
 LZ1756  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 LZ1756  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 LZ1756
 LZ1756  HORZ ORDER  -  THIRD
 LZ1756
 LZ1756.The horizontal coordinates were established by classical geodetic methods
 LZ1756.and adjusted by the National Geodetic Survey in June 2002..
 LZ1756
 LZ1756
 LZ1756.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1756
 LZ1756.The geoid height was determined by GEOID03.
 LZ1756
 LZ1756;                    North         East     Units Scale Factor Converg.
 LZ1756;SPC PA N     -   107,851.540   627,604.599   MT  0.99996872   +0 13 03.0
 LZ1756;SPC PA N     -   353,842.93  2,059,066.09   sFT  0.99996872   +0 13 03.0
 LZ1756;UTM  18      - 4,556,831.288   296,787.850   MT  1.00010826   -1 35 36.2
 LZ1756
 LZ1756                          SUPERSEDED SURVEY CONTROL
 LZ1756
 LZ1756  NAD 83(1986)-  41 08 14.49906(N)    077 25 16.34375(W) AD(       ) 4
 LZ1756  NAD 27      -  41 08 14.24100(N)    077 25 17.41600(W) AD(       ) 3
 LZ1756
 LZ1756.Superseded values are not recommended for survey control.
 LZ1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1756.See file dsdata.txt to determine how the superseded data were derived.
 LZ1756
 LZ1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL9678856831(NAD 83)
 LZ1756
 LZ1756  HISTORY     - Date     Condition        Report By
 LZ1756  HISTORY     - 1958     MONUMENTED       CGS
 LZ1756
 LZ1756                          STATION DESCRIPTION
 LZ1756
 LZ1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ1756'THE STATION IS THE FLASHING LIGHT OF THE BEACON WHICH IS LOCATED ON
 LZ1756'THE NORTH SIDE OF THE LOCK HAVEN MUNICIPAL AIRPORT AND ON THE EAST
 LZ1756'SIDE OF LOCK HAVEN.
 LZ1756'
 LZ1756'THE BEACON IS LOCATED ATOP THE ADMINISTRATION TOWER OF THE LOCK HAVEN
 LZ1756'MUNICIPAL AIRPORT, AND IS APPROXIMATELY 50 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0231 ***********************************************************************
 ND0231  DESIGNATION -  AIRPORT BCN PORT ERIE AIRPORT
 ND0231  PID         -  ND0231
 ND0231  STATE/COUNTY-  PA/ERIE
 ND0231  USGS QUAD   -  SWANVILLE (1990)
 ND0231
 ND0231                         *CURRENT SURVEY CONTROL
 ND0231  ___________________________________________________________________
 ND0231* NAD 83(1992)-  42 04 58.58721(N)    080 10 54.46030(W)     ADJUSTED  
 ND0231* NAVD 88     -                                                        
 ND0231  ___________________________________________________________________
 ND0231  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 ND0231  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 ND0231
 ND0231  HORZ ORDER  -  THIRD
 ND0231
 ND0231.The horizontal coordinates were established by classical geodetic methods
 ND0231.and adjusted by the National Geodetic Survey in June 2002..
 ND0231
 ND0231
 ND0231.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0231
 ND0231.The geoid height was determined by GEOID03.
 ND0231
 ND0231;                    North         East     Units Scale Factor Converg.
 ND0231;SPC PA N     -   215,642.496   398,807.368   MT  1.00002428   -1 36 31.4
 ND0231;SPC PA N     -   707,487.09  1,308,420.51   sFT  1.00002428   -1 36 31.4
 ND0231;UTM  17      - 4,659,308.982   567,674.004   MT  0.99965635   +0 32 54.2
 ND0231
 ND0231                          SUPERSEDED SURVEY CONTROL
 ND0231
 ND0231  NAD 83(1996)-  42 04 58.58873(N)    080 10 54.46085(W) AD(       ) 4
 ND0231  NAD 83(1995)-  42 04 58.59076(N)    080 10 54.45953(W) AD(       ) 4
 ND0231  NAD 83(1986)-  42 04 58.59341(N)    080 10 54.45934(W) AD(       ) 4
 ND0231  NAD 27      -  42 04 58.39300(N)    080 10 55.24500(W) AD(       ) 3
 ND0231
 ND0231.Superseded values are not recommended for survey control.
 ND0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0231.See file dsdata.txt to determine how the superseded data were derived.
 ND0231
 ND0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG6767459309(NAD 83)
 ND0231
 ND0231  HISTORY     - Date     Condition        Report By
 ND0231  HISTORY     - 1961     MONUMENTED       CGS
 ND0231  HISTORY     - 1963     SEE DESCRIPTION  CGS
 ND0231  HISTORY     - 1971     SEE DESCRIPTION  NGS
 ND0231  HISTORY     - 1975     GOOD             NGS
 ND0231
 ND0231                          STATION DESCRIPTION
 ND0231
 ND0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 ND0231'THE STATION IS A REVOLVING LIGHT LOCATED ON TOP OF THE PORT ERIE
 ND0231'AIRPORT CONTROL TOWER, LOCATED ABOUT 5.0 MILES WEST OF
 ND0231'THE CENTER SECTION OF ERIE, 8.0 MILES EAST OF FAIRVIEW AND BETWEEN
 ND0231'U.S. HIGHWAY 20 AND STATE HIGHWAY 5.
 ND0231
 ND0231                          STATION RECOVERY (1963)
 ND0231
 ND0231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VES)
 ND0231'STATION FOUND IN GOOD CONDITION, AS DESCRIBED.
 ND0231
 ND0231                          STATION RECOVERY (1971)
 ND0231
 ND0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMR)
 ND0231'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION IS
 ND0231'ADEQUATE.
 ND0231
 ND0231                          STATION RECOVERY (1975)
 ND0231
 ND0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (WAB)
 ND0231'THE STATION WAS RECOVERED IN GOOD CONDITION, AS DESCRIBED.
 ND0231'
 ND0231'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 ND0231'AT ERIE, PA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2727 ***********************************************************************
 LY2727  DESIGNATION -  AIRPORT BCN WILKES BARRE APT
 LY2727  PID         -  LY2727
 LY2727  STATE/COUNTY-  PA/LUZERNE
 LY2727  USGS QUAD   -  AVOCA (1994)
 LY2727
 LY2727                         *CURRENT SURVEY CONTROL
 LY2727  ___________________________________________________________________
 LY2727* NAD 83(1992)-  41 20 08.52430(N)    075 43 09.86032(W)     ADJUSTED  
 LY2727* NAVD 88     -                                                        
 LY2727  ___________________________________________________________________
 LY2727  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 LY2727  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 LY2727
 LY2727  HORZ ORDER  -  THIRD
 LY2727
 LY2727.The horizontal coordinates were established by classical geodetic methods
 LY2727.and adjusted by the National Geodetic Survey in June 2002..
 LY2727
 LY2727
 LY2727.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2727
 LY2727.The geoid height was determined by GEOID03.
 LY2727
 LY2727;                    North         East     Units Scale Factor Converg.
 LY2727;SPC PA N     -   131,817.953   769,951.933   MT  0.99995785   +1 20 35.9
 LY2727;SPC PA N     -   432,472.73  2,526,083.97   sFT  0.99995785   +1 20 35.9
 LY2727;UTM  18      - 4,576,273.771   439,804.698   MT  0.99964459   -0 28 30.6
 LY2727
 LY2727                          SUPERSEDED SURVEY CONTROL
 LY2727
 LY2727  NAD 83(1996)-  41 20 08.52494(N)    075 43 09.86243(W) AD(       ) 4
 LY2727  NAD 83(1986)-  41 20 08.52460(N)    075 43 09.86321(W) AD(       ) 4
 LY2727  NAD 27      -  41 20 08.23400(N)    075 43 11.16900(W) AD(       ) 3
 LY2727
 LY2727.Superseded values are not recommended for survey control.
 LY2727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2727.See file dsdata.txt to determine how the superseded data were derived.
 LY2727
 LY2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL3980576274(NAD 83)
 LY2727
 LY2727  HISTORY     - Date     Condition        Report By
 LY2727  HISTORY     - 1959     MONUMENTED       CGS
 LY2727  HISTORY     - 1970     SEE DESCRIPTION  NGS
 LY2727
 LY2727                          STATION DESCRIPTION
 LY2727
 LY2727'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY2727'THE STATION IS THE CENTER OF THE REVOLVING LIGHT ON THE APEX OF THE
 LY2727'CIVIL AERONAUTICS TOWER WHICH IS LOCATED ABOUT 5 MILES
 LY2727'SOUTH-SOUTHWEST OF SCRANTON, 0.7 MILE SOUTH OF U.S. HIGHWAY 315 AND
 LY2727'ABOUT 0.3 MILE EAST OF THE AIRPORT CONTROL TOWER.  THE STRUCTURE
 LY2727'IS A 4-LEGGED LACE STEEL TOWER PAINTED ALTERNATELY ORANGE AND WHITE
 LY2727'AND THE OVERALL HEIGHT IS APPROXIMATELY 65 FEET.
 LY2727
 LY2727                          STATION RECOVERY (1970)
 LY2727
 LY2727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMR)
 LY2727'STATION RECOVERED IN GOOD CONDITION.  ACCORDING TO LOCAL INFORMATION,
 LY2727'THE BEACON HAS NOT BEEN MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0230 ***********************************************************************
 ND0230  DESIGNATION -  AIRPORT BEACON PORT ERIE
 ND0230  PID         -  ND0230
 ND0230  STATE/COUNTY-  PA/ERIE
 ND0230  USGS QUAD   -  SWANVILLE (1990)
 ND0230
 ND0230                         *CURRENT SURVEY CONTROL
 ND0230  ___________________________________________________________________
 ND0230* NAD 83(1992)-  42 04 40.80221(N)    080 11 06.47999(W)     ADJUSTED  
 ND0230* NAVD 88     -                                                        
 ND0230  ___________________________________________________________________
 ND0230  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 ND0230  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 ND0230
 ND0230  HORZ ORDER  -  THIRD
 ND0230
 ND0230.The horizontal coordinates were established by classical geodetic methods
 ND0230.and adjusted by the National Geodetic Survey in June 2002..
 ND0230
 ND0230
 ND0230.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0230
 ND0230.The geoid height was determined by GEOID03.
 ND0230
 ND0230;                    North         East     Units Scale Factor Converg.
 ND0230;SPC PA N     -   215,101.721   398,515.781   MT  1.00002328   -1 36 39.4
 ND0230;SPC PA N     -   705,712.90  1,307,463.86   sFT  1.00002328   -1 36 39.4
 ND0230;UTM  17      - 4,658,757.818   567,403.077   MT  0.99965590   +0 32 45.9
 ND0230
 ND0230                          SUPERSEDED SURVEY CONTROL
 ND0230
 ND0230  NAD 83(1996)-  42 04 40.80364(N)    080 11 06.48045(W) AD(       ) 4
 ND0230  NAD 83(1995)-  42 04 40.80555(N)    080 11 06.47918(W) AD(       ) 4
 ND0230  NAD 83(1986)-  42 04 40.80808(N)    080 11 06.47894(W) AD(       ) 4
 ND0230  NAD 27      -  42 04 40.60500(N)    080 11 07.26500(W) AD(       ) 3
 ND0230
 ND0230.Superseded values are not recommended for survey control.
 ND0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0230.See file dsdata.txt to determine how the superseded data were derived.
 ND0230
 ND0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG6740358758(NAD 83)
 ND0230
 ND0230  HISTORY     - Date     Condition        Report By
 ND0230  HISTORY     - UNK      MONUMENTED
 ND0230  HISTORY     - 1948     SEE DESCRIPTION  CGS
 ND0230  HISTORY     - 1956     SEE DESCRIPTION  CGS
 ND0230
 ND0230                          STATION DESCRIPTION
 ND0230
 ND0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RGH)
 ND0230'RECOVERED AND FOUND IN GOOD CONDITION.  AIRWAY BEACON AT AIRPORT IS
 ND0230'THE STATION AND HAS BEEN BUILT SINCE 1934 ACCORDING TO AIRPORT
 ND0230'MANAGER.
 ND0230
 ND0230                          STATION RECOVERY (1956)
 ND0230
 ND0230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJB)
 ND0230'RECOVERED IN GOOD CONDITION AND CHECKED FOR
 ND0230'LOCATION BY OBSERVATIONS FROM ERIE, ECCENTRIC AND A MEASURED
 ND0230'BASELINE ON AIRPORT.  DESCRIPTION FOLLOWS-
 ND0230'
 ND0230'LOCATED AT PORT ERIE AIRPORT, ERIE, PENNSYLVANIA, NEAR THE SOUTHWEST
 ND0230'PART OF THE FIELD, 311 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 ND0230'OF THE C.A.A. AIRWAYS COMMUNICATIONS BUILDING, 209 FEET EAST OF THE
 ND0230'CENTERLINE OF ASBURY ROAD, AND 60 FEET NORTH OF THE CENTERLINE OF
 ND0230'THE AIRPORT ENTRANCE ROAD.
 ND0230'
 ND0230'A 36 INCH ROTATING BEACON, SHOWING GREEN AND CLEAR LIGHT, ATOP THE
 ND0230'STANDARD, STEEL TOWER ABOUT 50 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1026 ***********************************************************************
 KX1026  DESIGNATION -  AIRPORT LATROBE
 KX1026  PID         -  KX1026
 KX1026  STATE/COUNTY-  PA/WESTMORELAND
 KX1026  USGS QUAD   -  LATROBE (1993)
 KX1026
 KX1026                         *CURRENT SURVEY CONTROL
 KX1026  ___________________________________________________________________
 KX1026* NAD 83(1986)-  40 16 54.     (N)    079 23 43.     (W)     SCALED    
 KX1026* NAVD 88     -       348.854  (meters)    1144.53   (feet)  ADJUSTED  
 KX1026  ___________________________________________________________________
 KX1026  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KX1026  DYNAMIC HT  -         348.668 (meters)    1143.92  (feet)  COMP
 KX1026  MODELED GRAV-     980,081.9   (mgal)                       NAVD 88
 KX1026
 KX1026  VERT ORDER  -  FIRST     CLASS II
 KX1026
 KX1026.The horizontal coordinates were scaled from a topographic map and have
 KX1026.an estimated accuracy of +/- 6 seconds.
 KX1026
 KX1026.The orthometric height was determined by differential leveling
 KX1026.and adjusted by the National Geodetic Survey in June 1991..
 KX1026
 KX1026.The geoid height was determined by GEOID03.
 KX1026
 KX1026.The dynamic height is computed by dividing the NAVD 88
 KX1026.geopotential number by the normal gravity value computed on the
 KX1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1026.degrees latitude (g = 980.6199 gals.).
 KX1026
 KX1026.The modeled gravity was interpolated from observed gravity values.
 KX1026
 KX1026;                    North         East    Units  Estimated Accuracy
 KX1026;SPC PA S     -   106,600.      460,100.      MT  (+/- 180 meters Scaled)
 KX1026
 KX1026                          SUPERSEDED SURVEY CONTROL
 KX1026
 KX1026  NGVD 29 (??/??/92)  349.00   (m)         1145.0    (f) COMPUTED    1 2
 KX1026
 KX1026.Superseded values are not recommended for survey control.
 KX1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1026.See file dsdata.txt to determine how the superseded data were derived.
 KX1026
 KX1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE364602(NAD 83)
 KX1026_MARKER: DB = BENCH MARK DISK
 KX1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1026_STAMPING: AIRPORT LATROBE 1941
 KX1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1026+STABILITY: SURFACE MOTION
 KX1026
 KX1026  HISTORY     - Date     Condition        Report By
 KX1026  HISTORY     - 1941     MONUMENTED       CGS
 KX1026  HISTORY     - 1966     MARK NOT FOUND   NGS
 KX1026
 KX1026                          STATION DESCRIPTION
 KX1026
 KX1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX1026'2.4 MI SW FROM LATROBE.
 KX1026'2.4 MILES SOUTH AND SOUTHEAST ALONG STATE HIGHWAY 981 FROM
 KX1026'LATROBE, WESTMORELAND COUNTY, 0.2 MILE SOUTH OF THE INTERSECTION
 KX1026'OF U.S. HIGHWAY 30, AT LATROBE AIRPORT, 66 YARDS WEST OF THE
 KX1026'CENTERLINE OF THE HIGHWAY, 40 FEET WEST OF THE WEST WALL OF A
 KX1026'CONCRETE-BLOCK HANGAR, 62 FEET NORTHWEST OF THE SOUTHWEST CORNER
 KX1026'OF THE MAIN PART OF THE HANGAR, 42 FEET SOUTHWEST OF THE SOUTHWEST
 KX1026'CORNER OF A SMALL OFFICE BUILDING BUILT ON TO THE HANGAR, AND
 KX1026'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED AIRPORT LATROBE
 KX1026'1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 KX1026'ABOVE GROUND.  NOTE-- 2.4 MILES SOUTHWEST ALONG STATE HIGHWAY 981
 KX1026'FROM LATROBE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1764 ***********************************************************************
 JU1764  DESIGNATION -  AIRPORT RM 1
 JU1764  PID         -  JU1764
 JU1764  STATE/COUNTY-  PA/CHESTER
 JU1764  USGS QUAD   -  PARKESBURG (1992)
 JU1764
 JU1764                         *CURRENT SURVEY CONTROL
 JU1764  ___________________________________________________________________
 JU1764* NAD 83(1986)-  39 58 57.     (N)    075 52 51.     (W)     SCALED    
 JU1764* NAVD 88     -       204.208  (meters)     669.97   (feet)  ADJUSTED  
 JU1764  ___________________________________________________________________
 JU1764  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 JU1764  DYNAMIC HT  -         204.104 (meters)     669.63  (feet)  COMP
 JU1764  MODELED GRAV-     980,114.2   (mgal)                       NAVD 88
 JU1764
 JU1764  VERT ORDER  -  SECOND    CLASS 0
 JU1764
 JU1764.The horizontal coordinates were scaled from a topographic map and have
 JU1764.an estimated accuracy of +/- 6 seconds.
 JU1764
 JU1764.The orthometric height was determined by differential leveling
 JU1764.and adjusted by the National Geodetic Survey in June 1991..
 JU1764
 JU1764.The geoid height was determined by GEOID03.
 JU1764
 JU1764.The dynamic height is computed by dividing the NAVD 88
 JU1764.geopotential number by the normal gravity value computed on the
 JU1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1764.degrees latitude (g = 980.6199 gals.).
 JU1764
 JU1764.The modeled gravity was interpolated from observed gravity values.
 JU1764
 JU1764;                    North         East    Units  Estimated Accuracy
 JU1764;SPC PA S     -    73,770.      759,640.      MT  (+/- 180 meters Scaled)
 JU1764
 JU1764                          SUPERSEDED SURVEY CONTROL
 JU1764
 JU1764  NGVD 29 (??/??/??)  204.480  (m)          670.86   (f) ADJUSTED    2 0
 JU1764
 JU1764.Superseded values are not recommended for survey control.
 JU1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1764.See file dsdata.txt to determine how the superseded data were derived.
 JU1764
 JU1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK247261(NAD 83)
 JU1764_MARKER: DR = REFERENCE MARK DISK
 JU1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1764_STAMPING: AIRPORT NO 1 1966
 JU1764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1764+STABILITY: SURFACE MOTION
 JU1764
 JU1764  HISTORY     - Date     Condition        Report By
 JU1764  HISTORY     - 1966     MONUMENTED       CGS
 JU1764
 JU1764                          STATION DESCRIPTION
 JU1764
 JU1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1764'0.6 MI E FROM SADSBURYVILLE.
 JU1764'AT THE AIRPORT STATION SITE-- 22.15 FEET EAST OF THE STATION,
 JU1764'49 FEET EAST OF THE BOROUGH OF SADSBURYVILLE SIGN, 31 FEET NORTH
 JU1764'OF THE CENTERLINE OF HIGHWAY, SET IN THE TOP OF A CONCRETE POST,
 JU1764'FLUSH, AND IS ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1766 ***********************************************************************
 JU1766  DESIGNATION -  AIRPORT RM 2
 JU1766  PID         -  JU1766
 JU1766  STATE/COUNTY-  PA/CHESTER
 JU1766  USGS QUAD   -  PARKESBURG (1992)
 JU1766
 JU1766                         *CURRENT SURVEY CONTROL
 JU1766  ___________________________________________________________________
 JU1766* NAD 83(1986)-  39 58 57.     (N)    075 52 51.     (W)     SCALED    
 JU1766* NAVD 88     -       204.257  (meters)     670.13   (feet)  ADJUSTED  
 JU1766  ___________________________________________________________________
 JU1766  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 JU1766  DYNAMIC HT  -         204.154 (meters)     669.80  (feet)  COMP
 JU1766  MODELED GRAV-     980,114.2   (mgal)                       NAVD 88
 JU1766
 JU1766  VERT ORDER  -  SECOND    CLASS 0
 JU1766
 JU1766.The horizontal coordinates were scaled from a topographic map and have
 JU1766.an estimated accuracy of +/- 6 seconds.
 JU1766
 JU1766.The orthometric height was determined by differential leveling
 JU1766.and adjusted by the National Geodetic Survey in June 1991..
 JU1766
 JU1766.The geoid height was determined by GEOID03.
 JU1766
 JU1766.The dynamic height is computed by dividing the NAVD 88
 JU1766.geopotential number by the normal gravity value computed on the
 JU1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1766.degrees latitude (g = 980.6199 gals.).
 JU1766
 JU1766.The modeled gravity was interpolated from observed gravity values.
 JU1766
 JU1766;                    North         East    Units  Estimated Accuracy
 JU1766;SPC PA S     -    73,770.      759,640.      MT  (+/- 180 meters Scaled)
 JU1766
 JU1766                          SUPERSEDED SURVEY CONTROL
 JU1766
 JU1766  NGVD 29 (??/??/??)  204.530  (m)          671.03   (f) ADJUSTED    2 0
 JU1766
 JU1766.Superseded values are not recommended for survey control.
 JU1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1766.See file dsdata.txt to determine how the superseded data were derived.
 JU1766
 JU1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK247261(NAD 83)
 JU1766_MARKER: DR = REFERENCE MARK DISK
 JU1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1766_STAMPING: AIRPORT NO 2 1966
 JU1766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1766+STABILITY: SURFACE MOTION
 JU1766
 JU1766  HISTORY     - Date     Condition        Report By
 JU1766  HISTORY     - 1966     MONUMENTED       CGS
 JU1766
 JU1766                          STATION DESCRIPTION
 JU1766
 JU1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1766'0.6 MI E FROM SADSBURYVILLE.
 JU1766'AT THE AIRPORT STATION SITE-- 24.23 FEET WEST OF THE STATION, 28
 JU1766'FEET NORTH OF THE CENTERLINE OF HIGHWAY, 24 FEET EAST OF A
 JU1766'TELEPHONE POLE 3 FEET EAST OF THE BOROUGH OF SADSBURYVILLE SIGN,
 JU1766'SET IN THE TOP OF A CONCRETE POST, FLUSH, AND IS ABOUT 2 FEET
 JU1766'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4839 ***********************************************************************
 JV4839  DESIGNATION -  AIRVILLE
 JV4839  PID         -  JV4839
 JV4839  STATE/COUNTY-  PA/YORK
 JV4839  USGS QUAD   -  AIRVILLE (1992)
 JV4839
 JV4839                         *CURRENT SURVEY CONTROL
 JV4839  ___________________________________________________________________
 JV4839* NAD 83(1992)-  39 50 17.29847(N)    076 23 50.95016(W)     ADJUSTED  
 JV4839* NAVD 88     -       255.03   (+/-2cm)     836.7    (feet)  VERTCON   
 JV4839  ___________________________________________________________________
 JV4839  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 JV4839  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JV4839
 JV4839  HORZ ORDER  -  SECOND
 JV4839  VERT ORDER  -  THIRD ? (See Below)
 JV4839
 JV4839.The horizontal coordinates were established by classical geodetic methods
 JV4839.and adjusted by the National Geodetic Survey in June 2002..
 JV4839
 JV4839.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV4839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV4839.The vertical order pertains to the NGVD 29 superseded value.
 JV4839
 JV4839.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4839
 JV4839.The geoid height was determined by GEOID03.
 JV4839
 JV4839;                    North         East     Units Scale Factor Converg.
 JV4839;SPC PA S     -    56,937.595   715,765.968   MT  1.00001625   +0 52 39.0
 JV4839;SPC PA S     -   186,802.76  2,348,308.85   sFT  1.00001625   +0 52 39.0
 JV4839;SPC MD       -   241,229.818   451,576.575   MT  1.00009099   +0 22 41.4
 JV4839;SPC MD       -   791,434.83  1,481,547.48   sFT  1.00009099   +0 22 41.4
 JV4839;UTM  18      - 4,410,726.696   380,427.672   MT  0.99977602   -0 53 43.3
 JV4839
 JV4839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4839!SPC PA S     -   0.99996517  x   1.00001625  =   0.99998141
 JV4839!SPC MD       -   0.99996517  x   1.00009099  =   1.00005615
 JV4839!UTM  18      -   0.99996517  x   0.99977602  =   0.99974119
 JV4839
 JV4839|---------------------------------------------------------------------|
 JV4839| PID    Reference Object                     Distance      Geod. Az  |
 JV4839|                                                           dddmmss.s |
 JV4839| CA9865 AIRVILLE RM 1                        18.108 METERS 04148     |
 JV4839| JV4837 PENNSYLVANIA WATER PWR TWR 32       APPROX. 0.7 KM 1163936.7 |
 JV4839| CA9866 AIRVILLE RM 2                        44.312 METERS 16226     |
 JV4839| CA9864 AIRVILLE AZ MK                                     1813835.4 |
 JV4839|---------------------------------------------------------------------|
 JV4839
 JV4839                          SUPERSEDED SURVEY CONTROL
 JV4839
 JV4839  NAD 83(1991)-  39 50 17.29317(N)    076 23 50.95161(W) AD(       ) 2
 JV4839  NAD 83(1986)-  39 50 17.28889(N)    076 23 50.95413(W) AD(       ) 2
 JV4839  NAD 27      -  39 50 16.91900(N)    076 23 52.09200(W) AD(       ) 2
 JV4839  NGVD 29 (07/19/86)  255.28   (m)          837.5    (f) LEVELING    3  
 JV4839
 JV4839.Superseded values are not recommended for survey control.
 JV4839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4839.See file dsdata.txt to determine how the superseded data were derived.
 JV4839
 JV4839_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK8042810727(NAD 83)
 JV4839_MARKER: DS = TRIANGULATION STATION DISK
 JV4839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV4839_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JV4839+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2004
 JV4839
 JV4839  HISTORY     - Date     Condition        Report By
 JV4839  HISTORY     - 1947     MONUMENTED       CGS
 JV4839  HISTORY     - 1959     GOOD             CGS
 JV4839  HISTORY     - 20041008 GOOD             GEOCAC
 JV4839  HISTORY     - 20041008 GOOD             GEOCAC
 JV4839
 JV4839                          STATION DESCRIPTION
 JV4839
 JV4839'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CRR)
 JV4839'THE STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF AIRVILLE, IN THE
 JV4839'SOUTH EDGE OF A TIMBERED AREA.  IT IS 100 FEET WEST OF STATE HIGHWAY
 JV4839'124, AND 20 FEET NORTH OF THE EDGE OF THE FIELD.  THE MARK PROJECTS
 JV4839'ABOUT 8 INCHES AND THE DISK IS STAMPED AIRVILLE 1947.
 JV4839'
 JV4839'REFERENCE MARK NO. 1 IS 59.41 FEET NORTHEAST OF THE STATION.  THE
 JV4839'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED AIRVILLE NO 1
 JV4839'1947.
 JV4839'
 JV4839'REFERENCE MARK NO. 2 IS 145.38 FEET SOUTHEAST OF THE STATION, 17 FEET
 JV4839'WEST OF THE CENTERLINE OF STATE HIGHWAY 124 AND 2 FEET SOUTH OF
 JV4839'TELEPHONE POLE 20.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 JV4839'AIRVILLE NO 2 1947.
 JV4839'
 JV4839'THE AZIMUTH MARK IS 0.2 MILE SOUTHEAST OF THE STATION, 40 FEET EAST
 JV4839'OF STATE HIGHWAY 124, IN A DRILL HOLE IN THE SOUTHWEST LEG
 JV4839'FOOTING OF POWER TOWER 32.  THE DISK IS STAMPED AIRVILLE 1947.
 JV4839'
 JV4839'TO REACH THE STATION FROM AIRVILLE, GO SOUTH ON STATE HIGHWAY 74 FOR
 JV4839'0.2 MILE, TURN LEFT ON STATE HIGHWAY 124 AND GO 0.5 MILE TO POWER
 JV4839'TOWER 32 AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 JV4839'STRAIGHT AHEAD FOR 0.2 TO THE STATION IN THE WOODS ON THE LEFT AS
 JV4839'DESCRIBED.
 JV4839'
 JV4839'HEIGHT OF LIGHT ABOVE THE STATION MARK - 30 METERS.
 JV4839
 JV4839                          STATION RECOVERY (1959)
 JV4839
 JV4839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 JV4839'STATION, AZIMUTH, AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 JV4839'ANGLE BETWEEN REFERENCE MARKS AND DISTANCES TO REFERENCE MARKS
 JV4839'CHECKED AND FOUND CORRECT.  DESCRIPTION ADEQUATE AND CORRECT.
 JV4839
 JV4839                          STATION RECOVERY (2004)
 JV4839
 JV4839'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 JV4839'STATION, REFERENCE MARK 1 AND AZ MK LOCATED AS DESCRIBED. REFERENCE
 JV4839'MARK 2 FOUND DESTROYED.
 JV4839
 JV4839                          STATION RECOVERY (2004)
 JV4839
 JV4839'RECOVERY NOTE BY GEOCACHING 2004 (MF)
 JV4839'STATION, REFERENCE MARK 1 AND AZIMUTH MARK ALL FOUND AS DESCRIBED.
 JV4839'REFERENCE MARK 2 WAS FOUND UPROOTED AND CAN BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3096 ***********************************************************************
 KY3096  DESIGNATION -  AIRWAY BCN 14 3 MI N CANONSBRG
 KY3096  PID         -  KY3096
 KY3096  STATE/COUNTY-  PA/WASHINGTON
 KY3096  USGS QUAD   -  CANONSBURG (1979)
 KY3096
 KY3096                         *CURRENT SURVEY CONTROL
 KY3096  ___________________________________________________________________
 KY3096* NAD 83(1992)-  40 17 17.43556(N)    080 09 50.20952(W)     ADJUSTED  
 KY3096* NAVD 88     -                                                        
 KY3096  ___________________________________________________________________
 KY3096  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 KY3096  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KY3096
 KY3096  HORZ ORDER  -  THIRD
 KY3096
 KY3096.The horizontal coordinates were established by classical geodetic methods
 KY3096.and adjusted by the National Geodetic Survey in June 2002..
 KY3096
 KY3096
 KY3096.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3096
 KY3096.The geoid height was determined by GEOID03.
 KY3096
 KY3096;                    North         East     Units Scale Factor Converg.
 KY3096;SPC PA S     -   108,825.843   394,765.956   MT  0.99996350   -1 33 58.1
 KY3096;SPC PA S     -   357,039.45  1,295,161.31   sFT  0.99996350   -1 33 58.1
 KY3096;UTM  17      - 4,460,078.076   571,064.738   MT  0.99966217   +0 32 26.3
 KY3096
 KY3096                          SUPERSEDED SURVEY CONTROL
 KY3096
 KY3096  NAD 83(1995)-  40 17 17.43566(N)    080 09 50.21021(W) AD(       ) 4
 KY3096  NAD 83(1986)-  40 17 17.43934(N)    080 09 50.21859(W) AD(       ) 4
 KY3096  NAD 27      -  40 17 17.18900(N)    080 09 51.01300(W) AD(       ) 3
 KY3096
 KY3096.Superseded values are not recommended for survey control.
 KY3096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3096.See file dsdata.txt to determine how the superseded data were derived.
 KY3096
 KY3096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE7106560078(NAD 83)
 KY3096_MARKER: 22 = AIRWAY BEACON
 KY3096
 KY3096  HISTORY     - Date     Condition        Report By
 KY3096  HISTORY     - 1959     FIRST OBSERVED   CGS
 KY3096
 KY3096                          STATION DESCRIPTION
 KY3096
 KY3096'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 KY3096'STATION IS CONSTRUCTED OF 4-VERTICLE STEEL CHANNEL COLUMNS WITH A
 KY3096'REVOLVING LIGHT MOUNTED AT THE TOP.  IT IS ORANGE IN COLOR,
 KY3096'APPROXIMATELY 70 FEET IN HEIGHT AND HAS A STEEL LADDER MOUNTED ON
 KY3096'THE SOUTH SIDE OF THE STRUCTURE.  STATION IS LOCATED ON THE WEST
 KY3096'SLOPE OF A HIGH HILL, ABOUT 3 MILES NORTH OF CANONSBURG, 0.35 MILE
 KY3096'WEST OF STATE HIGHWAY 519 AND ABOUT 1/4 MILE SOUTH OF A EAST-WEST
 KY3096'GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1953 ***********************************************************************
 LZ1953  DESIGNATION -  AIRWAY BCN 14 NNE OF MUNCY
 LZ1953  PID         -  LZ1953
 LZ1953  STATE/COUNTY-  PA/LYCOMING
 LZ1953  USGS QUAD   -  MUNCY (1986)
 LZ1953
 LZ1953                         *CURRENT SURVEY CONTROL
 LZ1953  ___________________________________________________________________
 LZ1953* NAD 83(1992)-  41 13 57.64649(N)    076 46 39.42548(W)     ADJUSTED  
 LZ1953* NAVD 88     -                                                        
 LZ1953  ___________________________________________________________________
 LZ1953  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 LZ1953  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 LZ1953
 LZ1953  HORZ ORDER  -  THIRD
 LZ1953
 LZ1953.The horizontal coordinates were established by classical geodetic methods
 LZ1953.and adjusted by the National Geodetic Survey in June 2002..
 LZ1953
 LZ1953
 LZ1953.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1953
 LZ1953.The geoid height was determined by GEOID03.
 LZ1953
 LZ1953;                    North         East     Units Scale Factor Converg.
 LZ1953;SPC PA N     -   118,842.129   681,518.331   MT  0.99996201   +0 38 35.8
 LZ1953;SPC PA N     -   389,901.22  2,235,948.06   sFT  0.99996201   +0 38 35.8
 LZ1953;UTM  18      - 4,566,110.725   351,023.391   MT  0.99987315   -1 10 18.8
 LZ1953
 LZ1953                          SUPERSEDED SURVEY CONTROL
 LZ1953
 LZ1953  NAD 83(1986)-  41 13 57.64381(N)    076 46 39.42208(W) AD(       ) 4
 LZ1953  NAD 27      -  41 13 57.35300(N)    076 46 40.56300(W) AD(       ) 3
 LZ1953
 LZ1953.Superseded values are not recommended for survey control.
 LZ1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1953.See file dsdata.txt to determine how the superseded data were derived.
 LZ1953
 LZ1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL5102366111(NAD 83)
 LZ1953
 LZ1953  HISTORY     - Date     Condition        Report By
 LZ1953  HISTORY     - 1958     MONUMENTED       CGS
 LZ1953
 LZ1953                          STATION DESCRIPTION
 LZ1953
 LZ1953'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ1953'THE STATION IS THE ROTATING LIGHT AT THE TOP OF THE BEACON TOWER,
 LZ1953'WHICH IS ABOUT 5 MILES WEST-NORTHWEST OF HUGHESVILLE
 LZ1953'AND 3 MILES NORTH-NORTHEAST OF MUNCY, ON THE NORTHERN SLOPE OF A LOW
 LZ1953'BARE HILL.
 LZ1953'
 LZ1953'THE TOWER IS A FOUR-LEGGED STEEL STRUCTURE ABOUT 50 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2729 ***********************************************************************
 LY2729  DESIGNATION -  AIRWAY BCN 18 B W OF SCRANTON
 LY2729  PID         -  LY2729
 LY2729  STATE/COUNTY-  PA/LACKAWANNA
 LY2729  USGS QUAD   -  SCRANTON (1994)
 LY2729
 LY2729                         *CURRENT SURVEY CONTROL
 LY2729  ___________________________________________________________________
 LY2729* NAD 83(1992)-  41 25 45.16896(N)    075 44 37.35593(W)     ADJUSTED  
 LY2729* NAVD 88     -                                                        
 LY2729  ___________________________________________________________________
 LY2729  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 LY2729  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 LY2729
 LY2729  HORZ ORDER  -  THIRD
 LY2729
 LY2729.The horizontal coordinates were established by classical geodetic methods
 LY2729.and adjusted by the National Geodetic Survey in June 2002..
 LY2729
 LY2729
 LY2729.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2729
 LY2729.The geoid height was determined by GEOID03.
 LY2729
 LY2729;                    North         East     Units Scale Factor Converg.
 LY2729;SPC PA N     -   142,152.925   767,677.584   MT  0.99995686   +1 19 38.1
 LY2729;SPC PA N     -   466,380.05  2,518,622.21   sFT  0.99995686   +1 19 38.1
 LY2729;UTM  18      - 4,586,672.489   437,860.140   MT  0.99964752   -0 29 31.6
 LY2729
 LY2729                          SUPERSEDED SURVEY CONTROL
 LY2729
 LY2729  NAD 83(1996)-  41 25 45.16787(N)    075 44 37.35782(W) AD(       ) 4
 LY2729  NAD 83(1986)-  41 25 45.16727(N)    075 44 37.35674(W) AD(       ) 4
 LY2729  NAD 27      -  41 25 44.88500(N)    075 44 38.66000(W) AD(       ) 3
 LY2729
 LY2729.Superseded values are not recommended for survey control.
 LY2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2729.See file dsdata.txt to determine how the superseded data were derived.
 LY2729
 LY2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL3786086672(NAD 83)
 LY2729
 LY2729  HISTORY     - Date     Condition        Report By
 LY2729  HISTORY     - 1959     MONUMENTED       CGS
 LY2729  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LY2729  HISTORY     - 1962     SEE DESCRIPTION  CGS
 LY2729
 LY2729                          STATION DESCRIPTION
 LY2729
 LY2729'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY2729'STATION IS A 4-STEEL LEG STRUCTURE WHICH HAS A REVOLVING LIGHT
 LY2729'MOUNTED ON TOP.  IT IS APPROXIMATELY 70 FEET IN HEIGHT AND IS
 LY2729'ORANGE AND WHITE IN COLOR.  IT IS LOCATED ABOUT 0.2 MILE NORTH OF
 LY2729'WDAU TV STATION BUILDING WHICH IS ON TOP OF BALD MOUNTAIN, 0.1
 LY2729'MILE EAST OF WDAU PRIVATE ROAD AND ABOUT 0.3 MILE EAST OF
 LY2729'TRIANGULATION STATION BALD 2 1929.  THE BEACON IS APPROXIMATELY 4
 LY2729'MILES WEST OF THE CENTER SECTION OF SCRANTON.
 LY2729'
 LY2729'LOCATED IN 1942 BY F.B.Q.
 LY2729
 LY2729                          STATION RECOVERY (1960)
 LY2729
 LY2729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCC)
 LY2729'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 LY2729
 LY2729                          STATION RECOVERY (1962)
 LY2729
 LY2729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (AMS)
 LY2729'STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1989 ***********************************************************************
 KX1989  DESIGNATION -  AIRWAY BCN 19 S BLAIRSVILLE
 KX1989  PID         -  KX1989
 KX1989  STATE/COUNTY-  PA/WESTMORELAND
 KX1989  USGS QUAD   -  WILPEN (1977)
 KX1989
 KX1989                         *CURRENT SURVEY CONTROL
 KX1989  ___________________________________________________________________
 KX1989* NAD 83(1992)-  40 20 47.81174(N)    079 13 33.28817(W)     ADJUSTED  
 KX1989* NAVD 88     -                                                        
 KX1989  ___________________________________________________________________
 KX1989  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 KX1989  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KX1989
 KX1989  HORZ ORDER  -  THIRD
 KX1989
 KX1989.The horizontal coordinates were established by classical geodetic methods
 KX1989.and adjusted by the National Geodetic Survey in June 2002..
 KX1989
 KX1989
 KX1989.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1989
 KX1989.The geoid height was determined by GEOID03.
 KX1989
 KX1989;                    North         East     Units Scale Factor Converg.
 KX1989;SPC PA S     -   113,557.185   474,616.337   MT  0.99996114   -0 57 27.2
 KX1989;SPC PA S     -   372,562.20  1,557,137.10   sFT  0.99996114   -0 57 27.2
 KX1989;UTM  17      - 4,467,739.630   650,670.981   MT  0.99987945   +1 08 55.6
 KX1989
 KX1989                          SUPERSEDED SURVEY CONTROL
 KX1989
 KX1989  NAD 83(1986)-  40 20 47.81644(N)    079 13 33.29561(W) AD(       ) 4
 KX1989  NAD 27      -  40 20 47.53500(N)    079 13 34.14100(W) AD(       ) 3
 KX1989
 KX1989.Superseded values are not recommended for survey control.
 KX1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1989.See file dsdata.txt to determine how the superseded data were derived.
 KX1989
 KX1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE5067167740(NAD 83)
 KX1989_MARKER: 22 = AIRWAY BEACON
 KX1989
 KX1989  HISTORY     - Date     Condition        Report By
 KX1989  HISTORY     - 1958     FIRST OBSERVED   CGS
 KX1989
 KX1989                          STATION DESCRIPTION
 KX1989
 KX1989'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX1989'THE STATION IS THE ROTATING LIGHT ON A TOWER WHICH IS LOCATED ABOUT 6
 KX1989'MILES SOUTH OF BLAIRSVILLE AND 10 MILES SOUTHEAST OF NEW
 KX1989'ALEXANDRIA, ON THE HIGHEST PART OF A PROMINENT RIDGE. THE STATION WAS
 KX1989'NOT VISITED BY THIS PARTY.
 KX1989'
 KX1989'AN AIRWAY BEACON LISTED IN 1933 AS BEING BEACON C-P 19 APPARENTLY HAS
 KX1989'BEEN MOVED TO A NEW LOCATION AS NONE OF THE OBSERVERS SAW A
 KX1989'TOWER OR LIGHT AT THE OLD LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1930 ***********************************************************************
 MA1930  DESIGNATION -  AIRWAY BCN 2 MI SW OF CORSICA
 MA1930  PID         -  MA1930
 MA1930  STATE/COUNTY-  PA/CLARION
 MA1930  USGS QUAD   -  CORSICA (1987)
 MA1930
 MA1930                         *CURRENT SURVEY CONTROL
 MA1930  ___________________________________________________________________
 MA1930* NAD 83(1992)-  41 09 49.85403(N)    079 13 54.98997(W)     ADJUSTED  
 MA1930* NAVD 88     -                                                        
 MA1930  ___________________________________________________________________
 MA1930  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 MA1930  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 MA1930
 MA1930  HORZ ORDER  -  THIRD
 MA1930
 MA1930.The horizontal coordinates were established by classical geodetic methods
 MA1930.and adjusted by the National Geodetic Survey in June 2002..
 MA1930
 MA1930
 MA1930.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1930
 MA1930.The geoid height was determined by GEOID03.
 MA1930
 MA1930;                    North         East     Units Scale Factor Converg.
 MA1930;SPC PA N     -   111,804.541   475,636.065   MT  0.99996658   -0 58 49.3
 MA1930;SPC PA N     -   366,812.06  1,560,482.66   sFT  0.99996658   -0 58 49.3
 MA1930;UTM  17      - 4,558,452.707   648,330.764   MT  0.99987079   +1 09 50.3
 MA1930
 MA1930                          SUPERSEDED SURVEY CONTROL
 MA1930
 MA1930  NAD 83(1986)-  41 09 49.85996(N)    079 13 54.99187(W) AD(       ) 4
 MA1930  NAD 27      -  41 09 49.62300(N)    079 13 55.84700(W) AD(       ) 3
 MA1930
 MA1930.Superseded values are not recommended for survey control.
 MA1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1930.See file dsdata.txt to determine how the superseded data were derived.
 MA1930
 MA1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF4833158453(NAD 83)
 MA1930
 MA1930  HISTORY     - Date     Condition        Report By
 MA1930  HISTORY     - 1958     MONUMENTED       CGS
 MA1930
 MA1930                          STATION DESCRIPTION
 MA1930
 MA1930'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA1930'SEE STATION AIR USE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2913 ***********************************************************************
 KW2913  DESIGNATION -  AIRWAY BCN 53 NITTANY MOUNTAIN
 KW2913  PID         -  KW2913
 KW2913  STATE/COUNTY-  PA/CENTRE
 KW2913  USGS QUAD   -  MINGOVILLE (1983)
 KW2913
 KW2913                         *CURRENT SURVEY CONTROL
 KW2913  ___________________________________________________________________
 KW2913* NAD 83(1992)-  40 54 48.47143(N)    077 37 50.49888(W)     ADJUSTED  
 KW2913* NAVD 88     -                                                        
 KW2913  ___________________________________________________________________
 KW2913  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 KW2913  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KW2913
 KW2913  HORZ ORDER  -  THIRD
 KW2913
 KW2913.The horizontal coordinates were established by classical geodetic methods
 KW2913.and adjusted by the National Geodetic Survey in June 2002..
 KW2913
 KW2913
 KW2913.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2913
 KW2913.The geoid height was determined by GEOID03.
 KW2913
 KW2913;                    North         East     Units Scale Factor Converg.
 KW2913;SPC PA N     -    82,941.728   610,050.887   MT  0.99999527   +0 04 44.1
 KW2913;SPC PA N     -   272,117.99  2,001,475.29   sFT  0.99999527   +0 04 44.1
 KW2913;SPC PA S     -   175,461.069   610,050.855   MT  0.99999207   +0 04 38.7
 KW2913;SPC PA S     -   575,658.52  2,001,475.18   sFT  0.99999207   +0 04 38.7
 KW2913;UTM  18      - 4,532,483.064   278,454.269   MT  1.00020415   -1 43 24.9
 KW2913
 KW2913                          SUPERSEDED SURVEY CONTROL
 KW2913
 KW2913  NAD 83(1986)-  40 54 48.46933(N)    077 37 50.50054(W) AD(       ) 4
 KW2913  NAD 27      -  40 54 48.24700(N)    077 37 51.50200(W) AD(       ) 3
 KW2913
 KW2913.Superseded values are not recommended for survey control.
 KW2913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2913.See file dsdata.txt to determine how the superseded data were derived.
 KW2913
 KW2913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL7845432483(NAD 83)
 KW2913_MARKER: 22 = AIRWAY BEACON
 KW2913
 KW2913  HISTORY     - Date     Condition        Report By
 KW2913  HISTORY     - 1958     FIRST OBSERVED   CGS
 KW2913
 KW2913                          STATION DESCRIPTION
 KW2913
 KW2913'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KW2913'THE STATION IS THE ROTATING LIGHT ATOP THE TOWER WHICH IS LOCATED ON
 KW2913'THE SUMMIT OF NITTANY MOUNTAIN, APPROXIMATELY 5 MILES NORTHWEST
 KW2913'OF SPRING MILLS, 5 MILES NORTHEAST OF CENTRE HALL AND 3 MILES
 KW2913'EAST-SOUTHEAST OF ZION.
 KW2913'
 KW2913'THE TOWER IS A FOUR LEGGED STEEL STRUCTURE APPROXIMATELY 50 FEET
 KW2913'HIGH,
 KW2913'
 KW2913'NOTE- THIS STATION WAS OBSERVED IN 1933 AND A GEOGRAPHIC POSITION WAS
 KW2913'WORKED BUT OUR GEOGRAPHIC POSITION DOES NOT CHECK WITH THE 1933
 KW2913'POSITION.
 KW2913'
 KW2913'NOTE- THIS STATION IS PROBABLY THE SAME AS CHICAGO-NEW YORK AIRWAY
 KW2913'SITE 53, 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2288 ***********************************************************************
 KX2288  DESIGNATION -  AIRWAY BEACON
 KX2288  PID         -  KX2288
 KX2288  STATE/COUNTY-  PA/SOMERSET
 KX2288  USGS QUAD   -  STOYSTOWN (1994)
 KX2288
 KX2288                         *CURRENT SURVEY CONTROL
 KX2288  ___________________________________________________________________
 KX2288* NAD 83(1992)-  40 06 27.53529(N)    078 57 36.61878(W)     ADJUSTED  
 KX2288* NAVD 88     -                                                        
 KX2288  ___________________________________________________________________
 KX2288  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 KX2288  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 KX2288
 KX2288  HORZ ORDER  -  THIRD
 KX2288
 KX2288.The horizontal coordinates were established by classical geodetic methods
 KX2288.and adjusted by the National Geodetic Survey in June 2002..
 KX2288
 KX2288
 KX2288.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2288
 KX2288.The geoid height was determined by GEOID03.
 KX2288
 KX2288;                    North         East     Units Scale Factor Converg.
 KX2288;SPC PA S     -    86,682.687   496,826.785   MT  0.99997732   -0 47 06.5
 KX2288;SPC PA S     -   284,391.45  1,630,005.88   sFT  0.99997732   -0 47 06.5
 KX2288;UTM  17      - 4,441,699.434   673,851.705   MT  0.99997208   +1 18 52.0
 KX2288
 KX2288                          SUPERSEDED SURVEY CONTROL
 KX2288
 KX2288  NAD 83(1995)-  40 06 27.51606(N)    078 57 36.62772(W) AD(       ) 4
 KX2288  NAD 83(1986)-  40 06 27.54330(N)    078 57 36.62594(W) AD(       ) 4
 KX2288  NAD 27      -  40 06 27.26000(N)    078 57 37.55000(W) AD(       ) 3
 KX2288
 KX2288.Superseded values are not recommended for survey control.
 KX2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2288.See file dsdata.txt to determine how the superseded data were derived.
 KX2288
 KX2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE7385241699(NAD 83)
 KX2288_MARKER: 22 = AIRWAY BEACON
 KX2288
 KX2288  HISTORY     - Date     Condition        Report By
 KX2288  HISTORY     - 1933     FIRST OBSERVED   CGS
 KX2288
 KX2288                          STATION DESCRIPTION
 KX2288
 KX2288'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3002 ***********************************************************************
 KW3002  DESIGNATION -  AIRWAY BEACON
 KW3002  PID         -  KW3002
 KW3002  STATE/COUNTY-  PA/COLUMBIA
 KW3002  USGS QUAD   -  CATAWISSA (1984)
 KW3002
 KW3002                         *CURRENT SURVEY CONTROL
 KW3002  ___________________________________________________________________
 KW3002* NAD 83(1992)-  40 56 17.35892(N)    076 28 04.61086(W)     ADJUSTED  
 KW3002* NAVD 88     -                                                        
 KW3002  ___________________________________________________________________
 KW3002  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 KW3002  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KW3002
 KW3002  HORZ ORDER  -  THIRD
 KW3002
 KW3002.The horizontal coordinates were established by classical geodetic methods
 KW3002.and adjusted by the National Geodetic Survey in June 2002..
 KW3002
 KW3002
 KW3002.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3002
 KW3002.The geoid height was determined by GEOID03.
 KW3002
 KW3002;                    North         East     Units Scale Factor Converg.
 KW3002;SPC PA N     -    86,475.853   707,961.639   MT  0.99999160   +0 50 53.3
 KW3002;SPC PA N     -   283,712.86  2,322,704.14   sFT  0.99999160   +0 50 53.3
 KW3002;UTM  18      - 4,532,929.128   376,426.108   MT  0.99978795   -0 57 43.1
 KW3002
 KW3002                          SUPERSEDED SURVEY CONTROL
 KW3002
 KW3002  NAD 83(1986)-  40 56 17.35878(N)    076 28 04.60766(W) AD(       ) 4
 KW3002  NAD 27      -  40 56 17.05000(N)    076 28 05.80000(W) AD(       ) 3
 KW3002
 KW3002.Superseded values are not recommended for survey control.
 KW3002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3002.See file dsdata.txt to determine how the superseded data were derived.
 KW3002
 KW3002_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL7642632929(NAD 83)
 KW3002_MARKER: 22 = AIRWAY BEACON
 KW3002
 KW3002  HISTORY     - Date     Condition        Report By
 KW3002  HISTORY     - 1934     FIRST OBSERVED   CGS
 KW3002
 KW3002                          STATION DESCRIPTION
 KW3002
 KW3002'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2002 ***********************************************************************
 KX2002  DESIGNATION -  AIRWAY BEACON 15
 KX2002  PID         -  KX2002
 KX2002  STATE/COUNTY-  PA/WESTMORELAND
 KX2002  USGS QUAD   -  LIGONIER (1977)
 KX2002
 KX2002                         *CURRENT SURVEY CONTROL
 KX2002  ___________________________________________________________________
 KX2002* NAD 83(1992)-  40 10 48.75810(N)    079 08 33.64091(W)     ADJUSTED  
 KX2002* NAVD 88     -                                                        
 KX2002  ___________________________________________________________________
 KX2002  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 KX2002  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 KX2002
 KX2002  HORZ ORDER  -  THIRD
 KX2002
 KX2002.The horizontal coordinates were established by classical geodetic methods
 KX2002.and adjusted by the National Geodetic Survey in June 2002..
 KX2002
 KX2002
 KX2002.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2002
 KX2002.The geoid height was determined by GEOID03.
 KX2002
 KX2002;                    North         East     Units Scale Factor Converg.
 KX2002;SPC PA S     -    94,967.855   481,395.480   MT  0.99997058   -0 54 12.8
 KX2002;SPC PA S     -   311,573.70  1,579,378.34   sFT  0.99997058   -0 54 12.8
 KX2002;UTM  17      - 4,449,413.066   658,127.585   MT  0.99990781   +1 11 54.9
 KX2002
 KX2002                          SUPERSEDED SURVEY CONTROL
 KX2002
 KX2002  NAD 83(1995)-  40 10 48.76282(N)    079 08 33.64754(W) AD(       ) 4
 KX2002  NAD 83(1986)-  40 10 48.76319(N)    079 08 33.64800(W) AD(       ) 4
 KX2002  NAD 27      -  40 10 48.49900(N)    079 08 34.54900(W) AD(       ) 3
 KX2002
 KX2002.Superseded values are not recommended for survey control.
 KX2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2002.See file dsdata.txt to determine how the superseded data were derived.
 KX2002
 KX2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE5812849413(NAD 83)
 KX2002_MARKER: 22 = AIRWAY BEACON
 KX2002
 KX2002  HISTORY     - Date     Condition        Report By
 KX2002  HISTORY     - 1933     FIRST OBSERVED   CGS
 KX2002
 KX2002                          STATION DESCRIPTION
 KX2002
 KX2002'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ2018 ***********************************************************************
 LZ2018  DESIGNATION -  AIRWAY BEACON 16
 LZ2018  PID         -  LZ2018
 LZ2018  STATE/COUNTY-  PA/SULLIVAN
 LZ2018  USGS QUAD   -  SHUNK (1995)
 LZ2018
 LZ2018                         *CURRENT SURVEY CONTROL
 LZ2018  ___________________________________________________________________
 LZ2018* NAD 83(1992)-  41 32 42.77380(N)    076 43 56.12481(W)     ADJUSTED  
 LZ2018* NAVD 88     -                                                        
 LZ2018  ___________________________________________________________________
 LZ2018  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 LZ2018  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 LZ2018
 LZ2018  HORZ ORDER  -  THIRD
 LZ2018
 LZ2018.The horizontal coordinates were established by classical geodetic methods
 LZ2018.and adjusted by the National Geodetic Survey in June 2002..
 LZ2018
 LZ2018
 LZ2018.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ2018
 LZ2018.The geoid height was determined by GEOID03.
 LZ2018
 LZ2018;                    North         East     Units Scale Factor Converg.
 LZ2018;SPC PA N     -   153,592.598   684,913.109   MT  0.99995932   +0 40 23.8
 LZ2018;SPC PA N     -   503,911.72  2,247,085.76   sFT  0.99995932   +0 40 23.8
 LZ2018;UTM  18      - 4,600,732.715   355,518.957   MT  0.99985689   -1 08 56.6
 LZ2018
 LZ2018                          SUPERSEDED SURVEY CONTROL
 LZ2018
 LZ2018  NAD 83(1996)-  41 32 42.77225(N)    076 43 56.12328(W) AD(       ) 4
 LZ2018  NAD 83(1986)-  41 32 42.77319(N)    076 43 56.12457(W) AD(       ) 4
 LZ2018  NAD 27      -  41 32 42.50300(N)    076 43 57.29400(W) AD(       ) 3
 LZ2018
 LZ2018.Superseded values are not recommended for survey control.
 LZ2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ2018.See file dsdata.txt to determine how the superseded data were derived.
 LZ2018
 LZ2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM5551900733(NAD 83)
 LZ2018_MARKER: 22 = AIRWAY BEACON
 LZ2018
 LZ2018  HISTORY     - Date     Condition        Report By
 LZ2018  HISTORY     - 1958     FIRST OBSERVED   CGS
 LZ2018
 LZ2018                          STATION DESCRIPTION
 LZ2018
 LZ2018'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2162 ***********************************************************************
 KX2162  DESIGNATION -  AIRWAY BEACON 4 NW OF BUTLER
 KX2162  PID         -  KX2162
 KX2162  STATE/COUNTY-  PA/BUTLER
 KX2162  USGS QUAD   -  MOUNT CHESTNUT (1993)
 KX2162
 KX2162                         *CURRENT SURVEY CONTROL
 KX2162  ___________________________________________________________________
 KX2162* NAD 83(1992)-  40 57 14.31699(N)    079 58 02.52503(W)     ADJUSTED  
 KX2162* NAVD 88     -                                                        
 KX2162  ___________________________________________________________________
 KX2162  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 KX2162  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KX2162
 KX2162  HORZ ORDER  -  THIRD
 KX2162
 KX2162.The horizontal coordinates were established by classical geodetic methods
 KX2162.and adjusted by the National Geodetic Survey in June 2002..
 KX2162
 KX2162
 KX2162.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2162
 KX2162.The geoid height was determined by GEOID03.
 KX2162
 KX2162;                    North         East     Units Scale Factor Converg.
 KX2162;SPC PA S     -   182,296.903   413,331.603   MT  0.99999803   -1 26 19.0
 KX2162;SPC PA S     -   598,085.76  1,356,072.10   sFT  0.99999803   -1 26 19.0
 KX2162;UTM  17      - 4,534,161.437   586,906.980   MT  0.99969296   +0 40 36.8
 KX2162
 KX2162                          SUPERSEDED SURVEY CONTROL
 KX2162
 KX2162  NAD 83(1995)-  40 57 14.32087(N)    079 58 02.52525(W) AD(       ) 4
 KX2162  NAD 83(1986)-  40 57 14.32096(N)    079 58 02.52920(W) AD(       ) 4
 KX2162  NAD 27      -  40 57 14.09700(N)    079 58 03.33200(W) AD(       ) 3
 KX2162
 KX2162.Superseded values are not recommended for survey control.
 KX2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2162.See file dsdata.txt to determine how the superseded data were derived.
 KX2162
 KX2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF8690734161(NAD 83)
 KX2162_MARKER: 22 = AIRWAY BEACON
 KX2162
 KX2162  HISTORY     - Date     Condition        Report By
 KX2162  HISTORY     - 1958     FIRST OBSERVED   CGS
 KX2162  HISTORY     - 20010118 MARK NOT FOUND   INDIV
 KX2162
 KX2162                          STATION DESCRIPTION
 KX2162
 KX2162'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2162'THE STATION IS THE ROTATING LIGHT ATOP THE 4-LEGGED STEEL TOWER WHICH
 KX2162'IS LOCATED ABOUT 2-1/4 MILES WEST-SOUTHWEST OF QUEEN JUNCTION AND
 KX2162'ABOUT 6-1/2 MILES NORTHWEST OF BUTLER.  A FLASHING RED LIGHT ON THE
 KX2162'BEACON TOWER WAS FLASHING FOUR DOTS.  THE STATION WAS NOT VISITED
 KX2162'BY THIS PARTY.
 KX2162
 KX2162                          STATION RECOVERY (2001)
 KX2162
 KX2162'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (TFM)
 KX2162'ROTATING RED LIGHT ON BEACON TOWER NO LONGER VISIBLE AT THIS LOCATION.
 KX2162' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2169 ***********************************************************************
 KX2169  DESIGNATION -  AIRWAY BEACON 51 A
 KX2169  PID         -  KX2169
 KX2169  STATE/COUNTY-  PA/CENTRE
 KX2169  USGS QUAD   -  BLACK MOSHANNON (1994)
 KX2169
 KX2169                         *CURRENT SURVEY CONTROL
 KX2169  ___________________________________________________________________
 KX2169* NAD 83(1992)-  40 59 05.70655(N)    078 04 23.46443(W)     ADJUSTED  
 KX2169* NAVD 88     -                                                        
 KX2169  ___________________________________________________________________
 KX2169  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 KX2169  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KX2169
 KX2169  HORZ ORDER  -  THIRD
 KX2169
 KX2169.The horizontal coordinates were established by classical geodetic methods
 KX2169.and adjusted by the National Geodetic Survey in June 2002..
 KX2169
 KX2169
 KX2169.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2169
 KX2169.The geoid height was determined by GEOID03.
 KX2169
 KX2169;                    North         East     Units Scale Factor Converg.
 KX2169;SPC PA N     -    90,920.667   572,803.077   MT  0.99998516   -0 12 49.7
 KX2169;SPC PA N     -   298,295.55  1,879,271.43   sFT  0.99998516   -0 12 49.7
 KX2169;UTM  17      - 4,541,209.380   746,220.913   MT  1.00034622   +1 55 14.0
 KX2169;UTM  18      - 4,541,632.678   241,464.028   MT  1.00042275   -2 01 00.1
 KX2169
 KX2169                          SUPERSEDED SURVEY CONTROL
 KX2169
 KX2169  NAD 83(1986)-  40 59 05.70634(N)    078 04 23.46826(W) AD(       ) 4
 KX2169  NAD 27      -  40 59 05.49900(N)    078 04 24.41200(W) AD(       ) 3
 KX2169
 KX2169.Superseded values are not recommended for survey control.
 KX2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2169.See file dsdata.txt to determine how the superseded data were derived.
 KX2169
 KX2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF4622141209(NAD 83)
 KX2169_MARKER: 22 = AIRWAY BEACON
 KX2169
 KX2169  HISTORY     - Date     Condition        Report By
 KX2169  HISTORY     - 1933     FIRST OBSERVED   CGS
 KX2169
 KX2169                          STATION DESCRIPTION
 KX2169
 KX2169'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5751 ***********************************************************************
 KV5751  DESIGNATION -  AIRWAY BEACON 70
 KV5751  PID         -  KV5751
 KV5751  STATE/COUNTY-  PA/BUCKS
 KV5751  USGS QUAD   -  BEVERLY (1973)
 KV5751
 KV5751                         *CURRENT SURVEY CONTROL
 KV5751  ___________________________________________________________________
 KV5751* NAD 83(1992)-  40 05 31.01494(N)    074 53 43.52895(W)     ADJUSTED  
 KV5751* NAVD 88     -                                                        
 KV5751  ___________________________________________________________________
 KV5751  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 KV5751  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KV5751
 KV5751  HORZ ORDER  -  THIRD
 KV5751
 KV5751.The horizontal coordinates were established by classical geodetic methods
 KV5751.and adjusted by the National Geodetic Survey in June 2002..
 KV5751
 KV5751
 KV5751.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5751
 KV5751.The geoid height was determined by GEOID03.
 KV5751
 KV5751;                    North         East     Units Scale Factor Converg.
 KV5751;SPC PA S     -    88,166.500   843,388.419   MT  0.99997899   +1 51 07.3
 KV5751;SPC PA S     -   289,259.59  2,767,016.84   sFT  0.99997899   +1 51 07.3
 KV5751;SPC NJ       -   139,797.880   116,281.820   MT  0.99991399   -0 15 16.8
 KV5751;SPC NJ       -   458,653.54    381,501.27   sFT  0.99991399   -0 15 16.8
 KV5751;UTM  18      - 4,437,967.934   508,914.532   MT  0.99960098   +0 04 02.5
 KV5751
 KV5751                          SUPERSEDED SURVEY CONTROL
 KV5751
 KV5751  NAD 83(1996)-  40 05 31.01491(N)    074 53 43.52893(W) AD(       ) 4
 KV5751  NAD 83(1986)-  40 05 31.01360(N)    074 53 43.53092(W) AD(       ) 4
 KV5751  NAD 27      -  40 05 30.62100(N)    074 53 44.92900(W) AD(       ) 3
 KV5751
 KV5751.Superseded values are not recommended for survey control.
 KV5751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5751.See file dsdata.txt to determine how the superseded data were derived.
 KV5751
 KV5751_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0891537968(NAD 83)
 KV5751_MARKER: 22 = AIRWAY BEACON
 KV5751
 KV5751  HISTORY     - Date     Condition        Report By
 KV5751  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5751  HISTORY     - 1947     GOOD             CGS
 KV5751  HISTORY     - 20040222 MARK NOT FOUND   USPSQD
 KV5751
 KV5751                          STATION DESCRIPTION
 KV5751
 KV5751'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5751'STATION RECOVERED IN GOOD CONDITION.  NO ORIGINAL DESCRIPTION
 KV5751'AVAILABLE.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 KV5751'
 KV5751'STATION IS A 36-INCH ROTATING BEACON ATOP 91-FOOT SKELETON STEEL
 KV5751'BEACON TOWER WHICH IS SET IN A SQUARE CONCRETE BASE.  THE STRUCTURE
 KV5751'WAS ERECTED IN 1931 BY THE CIVIL AERONAUTICS ADMINISTRATION.
 KV5751'
 KV5751'LOCATED IN CROYDON, APPROXIMATELY 300 FEET W OF LINDEN AVENUE, AND
 KV5751'APPROXIMATELY 1,000 FEET S OF THE PENNSYLVANIA RAILROAD
 KV5751'MAINLINE.
 KV5751
 KV5751                          STATION RECOVERY (2004)
 KV5751
 KV5751'RECOVERY NOTE BY US POWER SQUADRON 2004 (JNZ)
 KV5751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3571 ***********************************************************************
 KV3571  DESIGNATION -  AIRWAY BN 22 B S DEL WATER GAP
 KV3571  PID         -  KV3571
 KV3571  STATE/COUNTY-  PA/MONROE
 KV3571  USGS QUAD   -  STROUDSBURG (1975)
 KV3571
 KV3571                         *CURRENT SURVEY CONTROL
 KV3571  ___________________________________________________________________
 KV3571* NAD 83(1992)-  40 57 35.64927(N)    075 07 43.82720(W)     ADJUSTED  
 KV3571* NAVD 88     -                                                        
 KV3571  ___________________________________________________________________
 KV3571  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 KV3571  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KV3571
 KV3571  HORZ ORDER  -  THIRD
 KV3571
 KV3571.The horizontal coordinates were established by classical geodetic methods
 KV3571.and adjusted by the National Geodetic Survey in June 2002..
 KV3571
 KV3571
 KV3571.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3571
 KV3571.The geoid height was determined by GEOID03.
 KV3571
 KV3571;                    North         East     Units Scale Factor Converg.
 KV3571;SPC PA N     -    91,430.677   820,629.086   MT  0.99998852   +1 44 02.4
 KV3571;SPC PA N     -   299,968.81  2,692,347.26   sFT  0.99998852   +1 44 02.4
 KV3571;SPC PA S     -   183,885.881   820,632.670   MT  0.99999894   +1 42 02.1
 KV3571;SPC PA S     -   603,298.93  2,692,359.02   sFT  0.99999894   +1 42 02.1
 KV3571;SPC NJ       -   236,285.477    97,065.447   MT  0.99993448   -0 24 44.0
 KV3571;SPC NJ       -   775,213.27    318,455.55   sFT  0.99993448   -0 24 44.0
 KV3571;UTM  18      - 4,534,313.874   489,157.719   MT  0.99960145   -0 05 04.1
 KV3571
 KV3571                          SUPERSEDED SURVEY CONTROL
 KV3571
 KV3571  NAD 83(1996)-  40 57 35.64953(N)    075 07 43.82853(W) AD(       ) 4
 KV3571  NAD 83(1986)-  40 57 35.64822(N)    075 07 43.82705(W) AD(       ) 4
 KV3571  NAD 27      -  40 57 35.31100(N)    075 07 45.18400(W) AD(       ) 3
 KV3571
 KV3571.Superseded values are not recommended for survey control.
 KV3571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3571.See file dsdata.txt to determine how the superseded data were derived.
 KV3571
 KV3571_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8915834314(NAD 83)
 KV3571_MARKER: 22 = AIRWAY BEACON
 KV3571
 KV3571  HISTORY     - Date     Condition        Report By
 KV3571  HISTORY     - 1942     FIRST OBSERVED   CGS
 KV3571  HISTORY     - 1958     GOOD             CGS
 KV3571
 KV3571                          STATION DESCRIPTION
 KV3571
 KV3571'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV3571'THIS INTERSECTION STATION IS THE AIRWAY BEACON NO. 23 ON THE AIR
 KV3571'ROUTE BETWEEN ALBANY, NEW YORK AND NEW YORK, NEW YORK, WHICH IS
 KV3571'LOCATED ABOUT 3.5 MILES SE OF THE TOWN OF STROUDSBURG AND ON THE SW
 KV3571'EDGE OF THE DELAWARE WATER GAP.  IT IS A ROTATING BEACON OF THE
 KV3571'STANDARD TYPE SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE.  THE BEACON
 KV3571'SHOWS CLEAR ON ONE SIDE AND RED ON THE OTHER.  THERE ARE RED LIGHTS
 KV3571'ON THE PLATFORM THAT SHOW ALONG THE DIRECTIONS OF THE COURSE.  THE
 KV3571'CENTER OF THE CLEAR LIGHT WAS THE POINT OBSERVED UPON.  THIS STATION
 KV3571'WAS NOT VISITED.
 KV3571
 KV3571                          STATION RECOVERY (1958)
 KV3571
 KV3571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 KV3571'RECOVERED.  NOW IDENTIFIED AS AIRWAY BEACON 22B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2940 ***********************************************************************
 KW2940  DESIGNATION -  AIRWAY BN 52 A SW OF MILESBURG
 KW2940  PID         -  KW2940
 KW2940  STATE/COUNTY-  PA/CENTRE
 KW2940  USGS QUAD   -  BELLEFONTE (1998)
 KW2940
 KW2940                         *CURRENT SURVEY CONTROL
 KW2940  ___________________________________________________________________
 KW2940* NAD 83(1992)-  40 55 18.32507(N)    077 48 16.82024(W)     ADJUSTED  
 KW2940* NAVD 88     -                                                        
 KW2940  ___________________________________________________________________
 KW2940  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 KW2940  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KW2940
 KW2940  HORZ ORDER  -  THIRD
 KW2940
 KW2940.The horizontal coordinates were established by classical geodetic methods
 KW2940.and adjusted by the National Geodetic Survey in June 2002..
 KW2940
 KW2940
 KW2940.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2940
 KW2940.The geoid height was determined by GEOID03.
 KW2940
 KW2940;                    North         East     Units Scale Factor Converg.
 KW2940;SPC PA N     -    83,857.175   595,394.729   MT  0.99999402   -0 02 10.2
 KW2940;SPC PA N     -   275,121.41  1,953,390.87   sFT  0.99999402   -0 02 10.2
 KW2940;UTM  18      - 4,533,859.316   263,830.491   MT  1.00028655   -1 50 16.7
 KW2940
 KW2940                          SUPERSEDED SURVEY CONTROL
 KW2940
 KW2940  NAD 83(1986)-  40 55 18.32471(N)    077 48 16.82219(W) AD(       ) 4
 KW2940  NAD 27      -  40 55 18.11500(N)    077 48 17.81600(W) AD(       ) 3
 KW2940
 KW2940.Superseded values are not recommended for survey control.
 KW2940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2940.See file dsdata.txt to determine how the superseded data were derived.
 KW2940
 KW2940_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL6383033859(NAD 83)
 KW2940_MARKER: 22 = AIRWAY BEACON
 KW2940
 KW2940  HISTORY     - Date     Condition        Report By
 KW2940  HISTORY     - 1938     FIRST OBSERVED   CGS
 KW2940  HISTORY     - 1959     GOOD             CGS
 KW2940
 KW2940                          STATION DESCRIPTION
 KW2940
 KW2940'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 KW2940'THE STATION IS THE REVOLVING LIGHT AT THE APEX OF A 4-LEGGED 65-FOOT
 KW2940'STEEL TOWER PAINTED ALTERNATELY ORANGE AND WHITE.  IT IS LOCATED
 KW2940'NEAR THE EAST END OF A PROMINENT TIMBER COVERED EAST AND RIDGE ABOUT
 KW2940'2 MILES SOUTHWEST OF MILESBURG.
 KW2940'
 KW2940'STATION LOCATED IN 1938 AS CHICAGO-NEW YORK AIRWAY BEACON SITE 52A.
 KW2940'
 KW2940'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MILES SW OF
 KW2940'MILESBURG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2798 ***********************************************************************
 KW2798  DESIGNATION -  AIRWAY BN 54 B NE OF WOODWARD
 KW2798  PID         -  KW2798
 KW2798  STATE/COUNTY-  PA/CENTRE
 KW2798  USGS QUAD   -  WOODWARD (1973)
 KW2798
 KW2798                         *CURRENT SURVEY CONTROL
 KW2798  ___________________________________________________________________
 KW2798* NAD 83(1992)-  40 55 03.77434(N)    077 19 56.27603(W)     ADJUSTED  
 KW2798* NAVD 88     -                                                        
 KW2798  ___________________________________________________________________
 KW2798  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 KW2798  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KW2798
 KW2798  HORZ ORDER  -  THIRD
 KW2798
 KW2798.The horizontal coordinates were established by classical geodetic methods
 KW2798.and adjusted by the National Geodetic Survey in June 2002..
 KW2798
 KW2798
 KW2798.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2798
 KW2798.The geoid height was determined by GEOID03.
 KW2798
 KW2798;                    North         East     Units Scale Factor Converg.
 KW2798;SPC PA N     -    83,491.714   635,186.704   MT  0.99999463   +0 16 34.8
 KW2798;SPC PA N     -   273,922.40  2,083,941.71   sFT  0.99999463   +0 16 34.8
 KW2798;SPC PA S     -   176,009.553   635,186.640   MT  0.99999267   +0 16 15.6
 KW2798;SPC PA S     -   577,458.01  2,083,941.50   sFT  0.99999267   +0 16 15.6
 KW2798;UTM  18      - 4,532,241.689   303,598.544   MT  1.00007479   -1 31 41.1
 KW2798
 KW2798                          SUPERSEDED SURVEY CONTROL
 KW2798
 KW2798  NAD 83(1986)-  40 55 03.77053(N)    077 19 56.27524(W) AD(       ) 4
 KW2798  NAD 27      -  40 55 03.53100(N)    077 19 57.35400(W) AD(       ) 3
 KW2798
 KW2798.Superseded values are not recommended for survey control.
 KW2798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2798.See file dsdata.txt to determine how the superseded data were derived.
 KW2798
 KW2798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL0359932242(NAD 83)
 KW2798_MARKER: 22 = AIRWAY BEACON
 KW2798
 KW2798  HISTORY     - Date     Condition        Report By
 KW2798  HISTORY     - 1958     FIRST OBSERVED   CGS
 KW2798
 KW2798                          STATION DESCRIPTION
 KW2798
 KW2798'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KW2798'THE STATION IS LOCATED ON THE WEST END OF WINKELBLECH MOUNTAIN, 2.0
 KW2798'MILES NORTHEAST OF THE SMALL TOWN OF WOODWARD AND ON STATE FOREST
 KW2798'LAND.
 KW2798'
 KW2798'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WOODWARD,
 KW2798'DISTANCE BEING 73.52 FEET (22.409 METERS) WEST- SOUTHWEST OF
 KW2798'STATION WOODWARD.  THE POINT TRAVERSED TO WAS THE CENTER OF THE BASE
 KW2798'OF THE AIRWAY BEACON TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2966 ***********************************************************************
 KW2966  DESIGNATION -  AIRWAY BN 61 NNE OF SHENANDOAH
 KW2966  PID         -  KW2966
 KW2966  STATE/COUNTY-  PA/SCHUYLKILL
 KW2966  USGS QUAD   -  DELANO (1976)
 KW2966
 KW2966                         *CURRENT SURVEY CONTROL
 KW2966  ___________________________________________________________________
 KW2966* NAD 83(1992)-  40 50 52.99624(N)    076 06 23.85485(W)     ADJUSTED  
 KW2966* NAVD 88     -                                                        
 KW2966  ___________________________________________________________________
 KW2966  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 KW2966  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KW2966
 KW2966  HORZ ORDER  -  THIRD
 KW2966
 KW2966.The horizontal coordinates were established by classical geodetic methods
 KW2966.and adjusted by the National Geodetic Survey in June 2002..
 KW2966
 KW2966
 KW2966.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2966
 KW2966.The geoid height was determined by GEOID03.
 KW2966
 KW2966;                    North         East     Units Scale Factor Converg.
 KW2966;SPC PA S     -   169,479.883   738,572.299   MT  0.99998351   +1 03 58.4
 KW2966;SPC PA S     -   556,035.25  2,423,132.62   sFT  0.99998351   +1 03 58.4
 KW2966;UTM  18      - 4,522,479.139   406,716.777   MT  0.99970710   -0 43 25.8
 KW2966
 KW2966                          SUPERSEDED SURVEY CONTROL
 KW2966
 KW2966  NAD 83(1986)-  40 50 52.99504(N)    076 06 23.85779(W) AD(       ) 4
 KW2966  NAD 27      -  40 50 52.66768(N)    076 06 25.09710(W) AD(       ) 3
 KW2966
 KW2966.Superseded values are not recommended for survey control.
 KW2966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2966.See file dsdata.txt to determine how the superseded data were derived.
 KW2966
 KW2966_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL0671722479(NAD 83)
 KW2966_MARKER: 22 = AIRWAY BEACON
 KW2966
 KW2966  HISTORY     - Date     Condition        Report By
 KW2966  HISTORY     - 1959     FIRST OBSERVED   CGS
 KW2966
 KW2966                          STATION DESCRIPTION
 KW2966
 KW2966'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1377 ***********************************************************************
 JW1377  DESIGNATION -  AKERS
 JW1377  PID         -  JW1377
 JW1377  STATE/COUNTY-  PA/FULTON
 JW1377  USGS QUAD   -  BREEZEWOOD (1982)
 JW1377
 JW1377                         *CURRENT SURVEY CONTROL
 JW1377  ___________________________________________________________________
 JW1377* NAD 83(1992)-  39 52 53.17498(N)    078 14 47.15054(W)     ADJUSTED  
 JW1377* NAVD 88     -       582.     (meters)    1909.     (feet)  SCALED    
 JW1377  ___________________________________________________________________
 JW1377  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 JW1377  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JW1377
 JW1377  HORZ ORDER  -  SECOND
 JW1377
 JW1377.The horizontal coordinates were established by classical geodetic methods
 JW1377.and adjusted by the National Geodetic Survey in June 2002..
 JW1377
 JW1377.The orthometric height was scaled from a topographic map.
 JW1377
 JW1377.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1377
 JW1377.The geoid height was determined by GEOID03.
 JW1377
 JW1377;                    North         East     Units Scale Factor Converg.
 JW1377;SPC PA S     -    60,978.074   557,534.503   MT  1.00000852   -0 19 19.5
 JW1377;SPC PA S     -   200,058.90  1,829,177.78   sFT  1.00000852   -0 19 19.5
 JW1377;UTM  17      - 4,418,227.598   735,466.147   MT  1.00028263   +1 45 59.0
 JW1377
 JW1377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1377!SPC PA S     -   0.99991399  x   1.00000852  =   0.99992251
 JW1377!UTM  17      -   0.99991399  x   1.00028263  =   1.00019659
 JW1377
 JW1377:                Primary Azimuth Mark                     Grid Az
 JW1377:SPC PA S     -  AKERS AZ MK                              011 34 34.1
 JW1377:UTM  17      -  AKERS AZ MK                              009 29 15.6
 JW1377
 JW1377|---------------------------------------------------------------------|
 JW1377| PID    Reference Object                     Distance      Geod. Az  |
 JW1377|                                                           dddmmss.s |
 JW1377| CJ9984 AKERS AZ MK                                        0111514.6 |
 JW1377| CJ9985 AKERS RM 1                           17.785 METERS 04154     |
 JW1377| CJ9986 AKERS RM 2                           15.883 METERS 23627     |
 JW1377|---------------------------------------------------------------------|
 JW1377
 JW1377                          SUPERSEDED SURVEY CONTROL
 JW1377
 JW1377  NAD 83(1995)-  39 52 53.17823(N)    078 14 47.15075(W) AD(       ) 2
 JW1377  NAD 83(1991)-  39 52 53.17958(N)    078 14 47.15034(W) AD(       ) 2
 JW1377  NAD 83(1986)-  39 52 53.18020(N)    078 14 47.15265(W) AD(       ) 2
 JW1377  NAD 27      -  39 52 52.86840(N)    078 14 48.10450(W) AD(       ) 2
 JW1377
 JW1377.Superseded values are not recommended for survey control.
 JW1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1377.See file dsdata.txt to determine how the superseded data were derived.
 JW1377
 JW1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE3546618228(NAD 83)
 JW1377_MARKER: DS = TRIANGULATION STATION DISK
 JW1377_SETTING: 66 = SET IN ROCK OUTCROP
 JW1377_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 JW1377
 JW1377  HISTORY     - Date     Condition        Report By
 JW1377  HISTORY     - 1960     MONUMENTED       CGS
 JW1377  HISTORY     - 1972     GOOD             NGS
 JW1377
 JW1377                          STATION DESCRIPTION
 JW1377
 JW1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 JW1377'THE STATION IS LOCATED ON THE NORTHEAST END OF A TIMBER COVERED
 JW1377'MOUNTAIN LOCALLY KNOWN AS TOWN HILL MOUNTAIN, ABOUT 8.0 MILES,
 JW1377'AIRLINE, SOUTH OF BREEZEWOOD AND ABOUT 5-1/2 MILES NORTH OF DENEEN
 JW1377'GAP AND ABOUT 0.2 MILE WEST OF STATE HIGHWAY 126.
 JW1377'
 JW1377'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 JW1377'HIGHWAY 126 IN BREEZEWOOD, GO SOUTH ON STATE HIGHWAY 126 FOR 8.2 MILE
 JW1377'TO THE SOUTH END OF A GUARD RAIL, A STANDARD METAL WITNESS POST AND
 JW1377'MARKER AND THE AZIMUTH MARK ON THE RIGHT, WEST, SIDE OF THE HIGHWAY.
 JW1377'CONTINUE SOUTH ON STATE HIGHWAY 126 FOR 0.4 MILE TO A SERVICE
 JW1377'STATION AND GARAGE AND A RESTAURANT ON THE LEFT, EAST, SIDE OF THE
 JW1377'HIGHWAY AND A TRACK WOODS ROAD ON THE RIGHT, WEST, SIDE OF THE
 JW1377'HIGHWAY.  TURN RIGHT AND GO SOUTH AND SOUTHWEST ON THE WOODS ROAD
 JW1377'FOR 0.26 MILE TO A DIM TRACK WOODS ROAD ON THE LEFT, EAST, SIDE OF
 JW1377'THE TRACK ROAD.  TURN LEFT AND GO EAST ON THE DIM TRACK WOODS ROAD
 JW1377'FOR 0.08 MILE TO THE NORTHEAST POINT OF THE RIDGE AND THE STATION.
 JW1377'
 JW1377'THE STATION MARK, A STANDARD USC AND GS BRONZE DISK STAMPED AKERS
 JW1377'1960, IS CEMENTED IN A DRILL HOLE IN TOP OF BEDROCK ABOUT 14
 JW1377'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 12.0 FEET NORTH OF A
 JW1377'8-INCH TRIANGULAR BLAZED OAK TREE AND ABOUT 60.0 FEET SOUTHWEST
 JW1377'OF THE NORTHEAST END OF THE RIDGE WHICH RUNS NORTHEAST AND SOUTHWEST
 JW1377'AND THE MARK IS ON THE HIGHEST POINT OF THE RIDGE.
 JW1377'
 JW1377'REFERENCE MARK 1, A STANDARD USC AND GS BRONZE DISK STAMPED AKERS NO
 JW1377'1 1960, IS CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROPPING
 JW1377'BEDROCK WHICH IS ABOUT 4 X 6 FEET AND PROJECTS ABOUT 2 INCHES ABOVE
 JW1377'THE SURFACE OF THE GROUND.  IT IS NEAR THE EAST EDGE OF THE
 JW1377'RIDGE, AND IS ABOUT 3 FEET LOWER THAN THE STATION.
 JW1377'
 JW1377'REFERENCE MARK 2, A STANDARD USC AND GS BRONZE DISK STAMPED AKERS NO
 JW1377'2 1960 IS CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROPPING
 JW1377'BEDROCK WHICH PROJECTS ABOUT 14 INCHES ABOVE THE SURFACE OF THE
 JW1377'GROUND.  IT IS 42.0 FEET SOUTHWEST OF A 8-INCH TRIANGULAR BLAZED
 JW1377'OAK TREE, 15.0 FEET NORTHWEST OF THE CREST OF THE RIDGE AND IS ABOUT
 JW1377'3 FEET LOWER THAN THE STATION.
 JW1377'
 JW1377'THE AZIMUTH MARK, A STANDARD USC AND GS BRONZE DISK STAMPED AKERS
 JW1377'1960, IS SET IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT WHICH
 JW1377'PROJECTS ABOUT 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 46.0
 JW1377'FEET WEST OF THE CENTER OF STATE HIGHWAY 126, 9.4 FEET SOUTH OF
 JW1377'THE SOUTH METAL GUARD RAIL POST AND 2.1 FEET EAST OF A STANDARD METAL
 JW1377'WITNESS POST AND MARKER.
 JW1377'
 JW1377'HEIGHT OF LIGHT ABOVE STATION MARK 19.00 METERS.
 JW1377
 JW1377                          STATION RECOVERY (1972)
 JW1377
 JW1377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 JW1377'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 JW1377'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  IT IS
 JW1377'BELIEVED DESTROYED DURING CONSTRUCTION OF INTERSTATE HIGHWAY 70.
 JW1377'UNABLE TO ESTABLISH A NEW AZIMUTH MARK AT THIS DATE.  THERE ARE
 JW1377'LARGE TREES IN THE AREA OF THIS STATION AND A STEEL TOWER WOULD BE
 JW1377'REQUIRED TO SEE ANY OBJECTS OUTSIDE OF THIS AREA.  THE REFERENCE
 JW1377'MARKS WERE INTERSECTED AT THIS DATE.  A SHORTER DISTANCE OF 0.15 FOOT
 JW1377'OR 0.045 METER WAS NOTED TO REFERENCE MARK 1.  A SHORTER DISTANCE
 JW1377'OF 0.002 FOOT OR 0.006 METER WAS NOTED TO REFERENCE MARK 2.  IT IS
 JW1377'BELIEVED THE 1960 MEASUREMENTS WERE SLOPE MEASUREMENTS AND THEY WERE
 JW1377'USED FOR A CHECK AT THIS TIME.  THE DIRECTION BETWEEN THE
 JW1377'REFERENCE MARKS WERE WITHIN CLOSE AGREEMENT WITH THE 1960
 JW1377'OBSERVATIONS.
 JW1377'
 JW1377'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 JW1377'
 JW1377'THE STATION IS LOCATED ON THE NORTHEAST POINT OF A HIGH TIMBERED HILL
 JW1377'WHICH IS LOCALLY KNOWN AS TOWN HILL.  IT IS ABOUT 8 AIRLINE MILES
 JW1377'SOUTH OF BREEZEWOOD, ABOUT 5-1/2 MILES NORTH OF DENEEN GAP AND ABOUT
 JW1377'1/4 MILE WEST OF A POINT WHERE INTERSTATE HIGHWAY 70 PASSES OVER
 JW1377'TOWN HILL.
 JW1377'
 JW1377'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 643 AND INTERSTATE
 JW1377'HIGHWAY 70, GO WEST AND NORTH ON STATE HIGHWAY 643 FOR 0.15 MILE
 JW1377'TO A PULLOFF ON LEFT.  (THIS POINT IS 8 MILES SOUTH OF BREEZEWOOD
 JW1377'ALONG OLD HIGHWAY 126) TURN SHARP LEFT AND GO SOUTH ON A WOODS ROAD
 JW1377'FOR 0.4 MILE TO A WOODS ROAD LEADING UPHILL.  THIS IS JUST WEST OF
 JW1377'THE FENCE WHICH IS ALONG THE WEST SIDE OF INTERSTATE HIGHWAY
 JW1377'70.  BEAR RIGHT AND GO SOUTH UPHILL ON THE WOODS ROAD FOR 0.15 MILE
 JW1377'TO THE BEGINNING OF A ROCK LEDGE ON THE LEFT.  BEAR LEFT THROUTH
 JW1377'THICK TREES FOR 0.1 MILE TO THE STATION.
 JW1377'
 JW1377'THE STATION MARK IS A STANDARD DISK STAMPED AKERS 1960, CEMENTED IN A
 JW1377'DRILL HOLE IN BEDROCK WHICH IS 14-INCHES BELOW THE SURFACE OF THE
 JW1377'GROUND.  IT IS 12 FEET NORTH OF A TRIANGULAR BLAZED TREE, 1 FOOT WEST
 JW1377'OF A WITNESS POST AND IN A LONG ROW OF ROCK OUTCROP.  (NOTE 2)
 JW1377'
 JW1377'REFERENCE MARK 1 IS A STANDARD DISK STAMPED AKERS NO 1 1960, CEMENTED
 JW1377'IN A DRILL HOLE IN A LARGE OUTCROP OF BEDROCK WHICH PROJECTS
 JW1377'ABOUT 2-INCHES.  IT IS 12 FEET NORTH OF THE TRIANGULAR BLAZED TREE
 JW1377'AND ABOUT 3 FEET LOWER THAN THE STATION.  (NOTE 12A)
 JW1377'
 JW1377'REFERENCE MARK 2 IS A STANDARD DISK STAMPED AKERS NO 2 1960, CEMENTED
 JW1377'IN A DRILL HOLE IN A LARGE OUTCROP OF BEDROCK WHICH PROJECTS
 JW1377'1-INCH.  IT IS 42 FEET SOUTHWEST OF THE TRIANGULAR BLAZED TREE.
 JW1377'(NOTE 12A)
 JW1377'
 JW1377'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5-1/2 MILES NORTH
 JW1377'OF DENEEN GAP
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2671 ***********************************************************************
 KV2671  DESIGNATION -  ALAN
 KV2671  PID         -  KV2671
 KV2671  STATE/COUNTY-  PA/LEHIGH
 KV2671  USGS QUAD   -  ALLENTOWN WEST (1992)
 KV2671
 KV2671                         *CURRENT SURVEY CONTROL
 KV2671  ___________________________________________________________________
 KV2671* NAD 83(1992)-  40 36 46.60914(N)    075 30 48.74295(W)     ADJUSTED  
 KV2671* NAVD 88     -       124.716  (meters)     409.17   (feet)  ADJUSTED  
 KV2671  ___________________________________________________________________
 KV2671  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 KV2671  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 KV2671  DYNAMIC HT  -         124.655 (meters)     408.97  (feet)  COMP
 KV2671  MODELED GRAV-     980,131.1   (mgal)                       NAVD 88
 KV2671
 KV2671  HORZ ORDER  -  SECOND
 KV2671  VERT ORDER  -  SECOND    CLASS 0
 KV2671
 KV2671.The horizontal coordinates were established by classical geodetic methods
 KV2671.and adjusted by the National Geodetic Survey in June 2002..
 KV2671
 KV2671.The orthometric height was determined by differential leveling
 KV2671.and adjusted by the National Geodetic Survey in June 1991..
 KV2671
 KV2671.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV2671
 KV2671.The geoid height was determined by GEOID03.
 KV2671
 KV2671.The dynamic height is computed by dividing the NAVD 88
 KV2671.geopotential number by the normal gravity value computed on the
 KV2671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2671.degrees latitude (g = 980.6199 gals.).
 KV2671
 KV2671.The modeled gravity was interpolated from observed gravity values.
 KV2671
 KV2671;                    North         East     Units Scale Factor Converg.
 KV2671;SPC PA S     -   144,479.133   789,234.284   MT  0.99996350   +1 27 03.6
 KV2671;SPC PA S     -   474,011.96  2,589,346.15   sFT  0.99996350   +1 27 03.6
 KV2671;UTM  18      - 4,495,918.680   456,558.773   MT  0.99962323   -0 20 03.5
 KV2671
 KV2671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV2671!SPC PA S     -   0.99998584  x   0.99996350  =   0.99994934
 KV2671!UTM  18      -   0.99998584  x   0.99962323  =   0.99960908
 KV2671
 KV2671:                Primary Azimuth Mark                     Grid Az
 KV2671:SPC PA S     -  ALLENTOWN RADIO WAEB CEN MAST            358 40 14.8
 KV2671:UTM  18      -  ALLENTOWN RADIO WAEB CEN MAST            000 27 21.9
 KV2671
 KV2671|---------------------------------------------------------------------|
 KV2671| PID    Reference Object                     Distance      Geod. Az  |
 KV2671|                                                           dddmmss.s |
 KV2671| KV3849 ALLENTOWN RADIO WAEB CEN MAST       APPROX. 5.2 KM 0000718.4 |
 KV2671| KV3622 ALLENTOWN RADIO WSAN CEN MAST       APPROX. 3.6 KM 0430656.1 |
 KV2671| KV3621 ALLENTOWN RAD STA WKAP S MAST       APPROX. 2.9 KM 0540424.5 |
 KV2671| KV2672 ALAN RM 1                            20.337 METERS 07432     |
 KV2671| KV3611 ALLENTOWN E ALLENTOWN MUN TANK      APPROX. 6.6 KM 0931352.5 |
 KV2671| KV3614 ALLENTOWN TV STA WLEV MAST          APPROX. 8.1 KM 1012438.7 |
 KV2671| KV3606 ALLENTOWN PA P AND L BLDG FLAG      APPROX. 3.4 KM 1115358.2 |
 KV2671| KV3612 ALLENTOWN RADIO STA WFMZ MAST       APPROX. 8.4 KM 1270603.2 |
 KV2671| KV3609 ALLENTOWN PHOEBE HOME SPIRE         APPROX. 2.0 KM 1423802.7 |
 KV2671| KV3850 ALLENTOWN MUHLENBERG COLL DOME      APPROX. 1.7 KM 1702516.9 |
 KV2671| KV2670 ALAN RM 2                            25.600 METERS 24949     |
 KV2671| KV2669 ALAN AZ MK                                         2544734.2 |
 KV2671|---------------------------------------------------------------------|
 KV2671
 KV2671                          SUPERSEDED SURVEY CONTROL
 KV2671
 KV2671  NAD 83(1996)-  40 36 46.60843(N)    075 30 48.74399(W) AD(       ) 2
 KV2671  NAD 83(1986)-  40 36 46.60617(N)    075 30 48.75163(W) AD(       ) 2
 KV2671  NAD 27      -  40 36 46.25140(N)    075 30 50.08950(W) AD(       ) 2
 KV2671  NGVD 29 (??/??/??)  124.928  (m)          409.87   (f) ADJUSTED    2 0
 KV2671
 KV2671.Superseded values are not recommended for survey control.
 KV2671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2671.See file dsdata.txt to determine how the superseded data were derived.
 KV2671
 KV2671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK5655995919(NAD 83)
 KV2671_MARKER: DS = TRIANGULATION STATION DISK
 KV2671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2671_STAMPING: ALAN 1960
 KV2671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2671+STABILITY: SURFACE MOTION
 KV2671
 KV2671  HISTORY     - Date     Condition        Report By
 KV2671  HISTORY     - 1960     MONUMENTED       CGS
 KV2671  HISTORY     - 1960     GOOD             CGS
 KV2671
 KV2671                          STATION DESCRIPTION
 KV2671
 KV2671'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV2671'THE STATION IS LOCATED ABOUT 3.0 MILES WEST-SOUTHWEST OF FULLERTON,
 KV2671'2.5 MILES NORTHWEST OF THE BUSINESS DISTRICT OF ALLENTOWN AND
 KV2671'ALONG THE RIGHT-OF-WAY OF THE EAST BOUND TRAFFIC LANE OF U.S. HIGHWAY
 KV2671'22.
 KV2671'
 KV2671'TO REACH THE STATION FROM THE SEVENTH STREET BRIDGE OF THE TRAFFIC
 KV2671'INTERCHANGE AT THE JUNCTION OF U.S. HIGHWAY 22 AND STATE HIGHWAY
 KV2671'145 ABOUT 1-1/2 MILES NORTH-NORTHWEST OF THE BUSINESS DISTRICT OF
 KV2671'ALLENTOWN, GO WEST-SOUTHWEST ON U.S.  HIGHWAY 22 FOR 1.85 MILES TO
 KV2671'THE STATION ON THE LEFT, SOUTH, SIDE OF THE HIGHWAY, CONTINUE
 KV2671'WEST-SOUTHWEST ON U.S.  HIGHWAY 22 FOR 0.22 MILE TO THE EAST
 KV2671'END OF A CONCRETE BRIDGE AND THE AZIMUTH MARK ON THE RIGHT, NORTH,
 KV2671'SIDE OF THE HIGHWAY, CONTINUE WEST-SOUTHWEST ON U.S. HIGHWAY 22
 KV2671'FOR 0.78 MILE TO AN INTERCHANGE, THENCE BACK EAST-NORTHEAST ON U.S.
 KV2671'HIGHWAY 22 FOR 1.0 MILE TO THE STATION ON THE RIGHT, SOUTH, SIDE OF
 KV2671'THE HIGHWAY.
 KV2671'
 KV2671'THE STATION MARK, A STANDARD DISK STAMPED ALAN 1960, IS SET IN THE
 KV2671'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING ABOUT 1 INCH
 KV2671'ABOVE THE SURFACE OF THE GROUND.  IT IS 35.0 FEET SOUTH OF THE
 KV2671'CENTERLINE OF THE EAST BOUND TRAFFIC LANE OF U.S. HIGHWAY 22, 6.9
 KV2671'FEET NORTHEAST OF THE EAST END OF A MESH WIRE CYCLONE FENCELINE, 6.7
 KV2671'FEET NORTHEAST OF A STANDARD METAL WITNESS POST AND MARKER AND IS
 KV2671'ABOUT 2.0 FEET BELOW THE SURFACE OF THE HIGHWAY.
 KV2671'
 KV2671'REFERENCE MARK 1, A STANDARD DISK STAMPED ALAN NO 1 1960, IS SET IN
 KV2671'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING ABOUT
 KV2671'1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 72.8 FEET
 KV2671'EAST-NORTHEAST OF THE EAST END OF THE CYCLONE FENCELINE, 72.5 FEET
 KV2671'EAST-NORTHEAST OF A STANDARD METAL WITNESS POST AND MARKER, 41.0 FEET
 KV2671'SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE OF U.S.
 KV2671'HIGHWAY 22, ABOUT 4.0 FEET LOWER THAN THE SURFACE OF THE HIGHWAY AND
 KV2671'ABOUT 2.0 FEET LOWER THAN THE STATION.
 KV2671'
 KV2671'REFERENCE MARK 2, A STANDARD DISK STAMPED ALAN NO 2 1960, IS SET IN
 KV2671'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 KV2671'THE SURFACE OF THE GROUND.  IT IS 36.0 FEET SOUTH OF THE CENTERLINE
 KV2671'OF THE EAST BOUND TRAFFIC LANE OF U.S. HIGHWAY 22, 11.7 FEET WEST OF
 KV2671'A STANDARD METAL WITNESS POST AND MARKER, 3.7 FEET NORTH OF THE
 KV2671'CYCLONE EAST AND WEST FENCELINE, AND ABOUT 1.0 FOOT HIGHER THAN
 KV2671'THE STATION.
 KV2671'
 KV2671'THE AZIMUTH MARK, A STANDARD DISK STAMPED ALAN 1960, IS CEMENTED IN A
 KV2671'DRILL HOLE IN THE TOP OF THE EAST END OF THE NORTH BANISTER OF
 KV2671'A CONCRETE BRIDGE ON U.S. HIGHWAY 22.  IT IS 22.0 FEET NORTH OF THE
 KV2671'CENTERLINE OF THE WEST BOUND TRAFFIC LANE OF U.S. HIGHWAY 22,
 KV2671'2.0 FEET WEST OF THE EAST END OF THE CONCRETE BANISTER AND PROJECTS
 KV2671'ABOUT 2-1/2 FEET ABOVE THE SURFACE OF THE BRIDGE.
 KV2671'
 KV2671'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KV2671
 KV2671                          STATION RECOVERY (1960)
 KV2671
 KV2671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KV2671'2.6 MI E FROM ALLENTOWN.
 KV2671'2.6 MILES EAST ALONG U.S. HIGHWAY 22 FROM ITS INTERSECTION WITH
 KV2671'U.S. HIGHWAY 309, 222 AND STATE HIGHWAY 29 NEAR THE NORTHWEST
 KV2671'PART OF THE CITY OF ALLENTOWN, 35 FEET SOUTH OF THE CENTER LINE
 KV2671'OF THE EAST BOUND TRAFFIC LANE, 7 FEET NORTHEAST OF THE EAST END
 KV2671'OF A HIGH WIRE MESH FENCE, 6.7 FEET NORTHEAST OF A METAL WITNESS
 KV2671'POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF
 KV2671'A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 KV2671'NOTE-- MARK MAY BE REACHED FROM THE SEVENTH STREET BRIDGE OVER
 KV2671'U.S. HIGHWAY 22 BY GOING 1.9 MILES WEST ALONG U.S. HIGHWAY 22
 KV2671'TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2669 ***********************************************************************
 KV2669  DESIGNATION -  ALAN AZ MK
 KV2669  PID         -  KV2669
 KV2669  STATE/COUNTY-  PA/LEHIGH
 KV2669  USGS QUAD   -  ALLENTOWN WEST (1992)
 KV2669
 KV2669                         *CURRENT SURVEY CONTROL
 KV2669  ___________________________________________________________________
 KV2669* NAD 83(1986)-  40 36 43.     (N)    075 31 04.     (W)     SCALED    
 KV2669* NAVD 88     -       130.656  (meters)     428.66   (feet)  ADJUSTED  
 KV2669  ___________________________________________________________________
 KV2669  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 KV2669  DYNAMIC HT  -         130.592 (meters)     428.45  (feet)  COMP
 KV2669  MODELED GRAV-     980,130.3   (mgal)                       NAVD 88
 KV2669
 KV2669  VERT ORDER  -  SECOND    CLASS 0
 KV2669
 KV2669.The horizontal coordinates were scaled from a topographic map and have
 KV2669.an estimated accuracy of +/- 6 seconds.
 KV2669
 KV2669.The orthometric height was determined by differential leveling
 KV2669.and adjusted by the National Geodetic Survey in June 1991..
 KV2669
 KV2669.The geoid height was determined by GEOID03.
 KV2669
 KV2669.The dynamic height is computed by dividing the NAVD 88
 KV2669.geopotential number by the normal gravity value computed on the
 KV2669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2669.degrees latitude (g = 980.6199 gals.).
 KV2669
 KV2669.The modeled gravity was interpolated from observed gravity values.
 KV2669
 KV2669;                    North         East    Units  Estimated Accuracy
 KV2669;SPC PA S     -   144,360.      788,880.      MT  (+/- 180 meters Scaled)
 KV2669
 KV2669                          SUPERSEDED SURVEY CONTROL
 KV2669
 KV2669  NGVD 29 (??/??/??)  130.868  (m)          429.36   (f) ADJUSTED    2 0
 KV2669
 KV2669.Superseded values are not recommended for survey control.
 KV2669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2669.See file dsdata.txt to determine how the superseded data were derived.
 KV2669
 KV2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK562958(NAD 83)
 KV2669_MARKER: DZ = AZIMUTH MARK DISK
 KV2669_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2669_SP_SET: BRIDGE
 KV2669_STAMPING: ALAN 1960
 KV2669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2669
 KV2669  HISTORY     - Date     Condition        Report By
 KV2669  HISTORY     - 1960     MONUMENTED       CGS
 KV2669
 KV2669                          STATION DESCRIPTION
 KV2669
 KV2669'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2669'2.4 MI E FROM ALLENTOWN.
 KV2669'2.4 MILES EAST ALONG U.S. HIGHWAY 22 FROM THE INTERSECTION
 KV2669'OF U.S. HIGHWAY 309, 222 AND STATE HIGHWAY 29 NEAR THE NORTHWEST
 KV2669'PART OF ALLENTOWN, SET ON TOP OF THE EAST END OF THE NORTH
 KV2669'CONCRETE RAILING OF A 125 FEET LONG CONCRETE BRIDGE OVER AN
 KV2669'ASPHALT ROAD, 22 FEET NORTH OF THE CENTER LINE OF THE WEST BOUND
 KV2669'LANE OF THE HIGHWAY, 2.0 FEET WEST OF THE EAST END OF THE RAILING
 KV2669'AND 2 1/2 FEET ABOVE THE BRIDGE WALKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2672 ***********************************************************************
 KV2672  DESIGNATION -  ALAN RM 1
 KV2672  PID         -  KV2672
 KV2672  STATE/COUNTY-  PA/LEHIGH
 KV2672  USGS QUAD   -  ALLENTOWN WEST (1992)
 KV2672
 KV2672                         *CURRENT SURVEY CONTROL
 KV2672  ___________________________________________________________________
 KV2672* NAD 83(1986)-  40 36 46.     (N)    075 30 49.     (W)     SCALED    
 KV2672* NAVD 88     -       124.021  (meters)     406.89   (feet)  ADJUSTED  
 KV2672  ___________________________________________________________________
 KV2672  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 KV2672  DYNAMIC HT  -         123.960 (meters)     406.69  (feet)  COMP
 KV2672  MODELED GRAV-     980,131.1   (mgal)                       NAVD 88
 KV2672
 KV2672  VERT ORDER  -  SECOND    CLASS 0
 KV2672
 KV2672.The horizontal coordinates were scaled from a topographic map and have
 KV2672.an estimated accuracy of +/- 6 seconds.
 KV2672
 KV2672.The orthometric height was determined by differential leveling
 KV2672.and adjusted by the National Geodetic Survey in June 1991..
 KV2672
 KV2672.The geoid height was determined by GEOID03.
 KV2672
 KV2672.The dynamic height is computed by dividing the NAVD 88
 KV2672.geopotential number by the normal gravity value computed on the
 KV2672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2672.degrees latitude (g = 980.6199 gals.).
 KV2672
 KV2672.The modeled gravity was interpolated from observed gravity values.
 KV2672
 KV2672;                    North         East    Units  Estimated Accuracy
 KV2672;SPC PA S     -   144,460.      789,230.      MT  (+/- 180 meters Scaled)
 KV2672
 KV2672                          SUPERSEDED SURVEY CONTROL
 KV2672
 KV2672  NGVD 29 (??/??/??)  124.233  (m)          407.59   (f) ADJUSTED    2 0
 KV2672
 KV2672.Superseded values are not recommended for survey control.
 KV2672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2672.See file dsdata.txt to determine how the superseded data were derived.
 KV2672
 KV2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK565959(NAD 83)
 KV2672_MARKER: DR = REFERENCE MARK DISK
 KV2672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2672_STAMPING: ALAN NO 1 1960
 KV2672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2672+STABILITY: SURFACE MOTION
 KV2672
 KV2672  HISTORY     - Date     Condition        Report By
 KV2672  HISTORY     - 1960     MONUMENTED       CGS
 KV2672
 KV2672                          STATION DESCRIPTION
 KV2672
 KV2672'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2672'2.6 MI E FROM ALLENTOWN.
 KV2672'2.6 MILES EAST ALONG U.S. HIGHWAY 22 FROM THE INTERSECTION
 KV2672'OF U.S. HIGHWAY 22, 309, 222 AND STATE HIGHWAY 29 NEAR THE
 KV2672'NORTHWEST PART OF THE CITY OF ALLENTOWN, 66.7 FEET EAST OF THE
 KV2672'STATION, 41 FEET SOUTH OF THE CENTER LINE OF THE EAST BOUND LANE,
 KV2672'72.8 FEET EAST OF THE EAST END OF A HIGH WIRE FENCE, SET IN THE
 KV2672'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF
 KV2672'THE GROUND AND ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2670 ***********************************************************************
 KV2670  DESIGNATION -  ALAN RM 2
 KV2670  PID         -  KV2670
 KV2670  STATE/COUNTY-  PA/LEHIGH
 KV2670  USGS QUAD   -  ALLENTOWN WEST (1992)
 KV2670
 KV2670                         *CURRENT SURVEY CONTROL
 KV2670  ___________________________________________________________________
 KV2670* NAD 83(1986)-  40 36 46.     (N)    075 30 49.     (W)     SCALED    
 KV2670* NAVD 88     -       125.456  (meters)     411.60   (feet)  ADJUSTED  
 KV2670  ___________________________________________________________________
 KV2670  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 KV2670  DYNAMIC HT  -         125.394 (meters)     411.40  (feet)  COMP
 KV2670  MODELED GRAV-     980,131.1   (mgal)                       NAVD 88
 KV2670
 KV2670  VERT ORDER  -  SECOND    CLASS 0
 KV2670
 KV2670.The horizontal coordinates were scaled from a topographic map and have
 KV2670.an estimated accuracy of +/- 6 seconds.
 KV2670
 KV2670.The orthometric height was determined by differential leveling
 KV2670.and adjusted by the National Geodetic Survey in June 1991..
 KV2670
 KV2670.The geoid height was determined by GEOID03.
 KV2670
 KV2670.The dynamic height is computed by dividing the NAVD 88
 KV2670.geopotential number by the normal gravity value computed on the
 KV2670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2670.degrees latitude (g = 980.6199 gals.).
 KV2670
 KV2670.The modeled gravity was interpolated from observed gravity values.
 KV2670
 KV2670;                    North         East    Units  Estimated Accuracy
 KV2670;SPC PA S     -   144,460.      789,230.      MT  (+/- 180 meters Scaled)
 KV2670
 KV2670                          SUPERSEDED SURVEY CONTROL
 KV2670
 KV2670  NGVD 29 (??/??/??)  125.668  (m)          412.30   (f) ADJUSTED    2 0
 KV2670
 KV2670.Superseded values are not recommended for survey control.
 KV2670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2670.See file dsdata.txt to determine how the superseded data were derived.
 KV2670
 KV2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK565959(NAD 83)
 KV2670_MARKER: DR = REFERENCE MARK DISK
 KV2670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2670_STAMPING: ALAN NO 2 1960
 KV2670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2670+STABILITY: SURFACE MOTION
 KV2670
 KV2670  HISTORY     - Date     Condition        Report By
 KV2670  HISTORY     - 1960     MONUMENTED       CGS
 KV2670
 KV2670                          STATION DESCRIPTION
 KV2670
 KV2670'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2670'2.6 MI E FROM ALLENTOWN.
 KV2670'2.6 MILES EAST ALONG U.S. HIGHWAY 22 FROM ITS INTERSECTION
 KV2670'WITH U.S. HIGHWAY 309, 222 AND STATE HIGHWAY 29 NEAR THE NORTHWEST
 KV2670'PART OF THE CITY OF ALLENTOWN, 36 FEET SOUTH OF THE CENTER LINE
 KV2670'OF THE EAST BOUND LANE, 84 FEET WEST OF THE STATION, 3.7 FEET
 KV2670'NORTH OF A HIGH WIRE FENCE, SET IN THE TOP OF A CONCRETE POST
 KV2670'PROJECTING 1 INCH ABOVE THE GROUND AND ABOUT 1 FOOT BELOW THE
 KV2670'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1912 ***********************************************************************
 MA1912  DESIGNATION -  ALASKA
 MA1912  PID         -  MA1912
 MA1912  STATE/COUNTY-  PA/JEFFERSON
 MA1912  USGS QUAD   -  BROOKVILLE (1969)
 MA1912
 MA1912                         *CURRENT SURVEY CONTROL
 MA1912  ___________________________________________________________________
 MA1912* NAD 83(1992)-  41 11 20.59831(N)    079 06 04.17542(W)     ADJUSTED  
 MA1912* NAVD 88     -       541.     (meters)    1775.     (feet)  SCALED    
 MA1912  ___________________________________________________________________
 MA1912  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 MA1912  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 MA1912
 MA1912  HORZ ORDER  -  SECOND
 MA1912
 MA1912.The horizontal coordinates were established by classical geodetic methods
 MA1912.and adjusted by the National Geodetic Survey in June 2002..
 MA1912
 MA1912.The orthometric height was scaled from a topographic map.
 MA1912
 MA1912.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1912
 MA1912.The geoid height was determined by GEOID03.
 MA1912
 MA1912;                    North         East     Units Scale Factor Converg.
 MA1912;SPC PA N     -   114,423.992   486,653.957   MT  0.99996474   -0 53 37.8
 MA1912;SPC PA N     -   375,406.05  1,596,630.52   sFT  0.99996474   -0 53 37.8
 MA1912;UTM  17      - 4,561,482.376   659,242.110   MT  0.99991209   +1 15 02.6
 MA1912
 MA1912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1912!SPC PA N     -   0.99992027  x   0.99996474  =   0.99988501
 MA1912!UTM  17      -   0.99992027  x   0.99991209  =   0.99983236
 MA1912
 MA1912                          SUPERSEDED SURVEY CONTROL
 MA1912
 MA1912  NAD 83(1986)-  41 11 20.59979(N)    079 06 04.17823(W) AD(       ) 2
 MA1912  NAD 27      -  41 11 20.36620(N)    079 06 05.04653(W) AD(       ) 2
 MA1912
 MA1912.Superseded values are not recommended for survey control.
 MA1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1912.See file dsdata.txt to determine how the superseded data were derived.
 MA1912
 MA1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF5924261482(NAD 83)
 MA1912
 MA1912  HISTORY     - Date     Condition        Report By
 MA1912  HISTORY     - 1958     MONUMENTED       CGS
 MA1912
 MA1912                          STATION DESCRIPTION
 MA1912
 MA1912'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA1912'SEE STATION ROSE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1857 ***********************************************************************
 LZ1857  DESIGNATION -  ALBANY
 LZ1857  PID         -  LZ1857
 LZ1857  STATE/COUNTY-  PA/BRADFORD
 LZ1857  USGS QUAD   -  DUSHORE (1983)
 LZ1857
 LZ1857                         *CURRENT SURVEY CONTROL
 LZ1857  ___________________________________________________________________
 LZ1857* NAD 83(1992)-  41 37 07.75939(N)    076 25 40.23076(W)     ADJUSTED  
 LZ1857* NAVD 88     -       507.3    (meters)    1664.     (feet)  VERTCON   
 LZ1857  ___________________________________________________________________
 LZ1857  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 LZ1857  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 LZ1857
 LZ1857  HORZ ORDER  -  SECOND
 LZ1857
 LZ1857.The horizontal coordinates were established by classical geodetic methods
 LZ1857.and adjusted by the National Geodetic Survey in June 2002..
 LZ1857
 LZ1857.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1857
 LZ1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1857
 LZ1857.The geoid height was determined by GEOID03.
 LZ1857
 LZ1857;                    North         East     Units Scale Factor Converg.
 LZ1857;SPC PA N     -   162,109.596   710,184.755   MT  0.99996300   +0 52 28.8
 LZ1857;SPC PA N     -   531,854.57  2,329,997.82   sFT  0.99996300   +0 52 28.8
 LZ1857;UTM  18      - 4,608,440.435   381,044.974   MT  0.99977413   -0 56 54.4
 LZ1857
 LZ1857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1857!SPC PA N     -   0.99992549  x   0.99996300  =   0.99988849
 LZ1857!UTM  18      -   0.99992549  x   0.99977413  =   0.99969964
 LZ1857
 LZ1857|---------------------------------------------------------------------|
 LZ1857| PID    Reference Object                     Distance      Geod. Az  |
 LZ1857|                                                           dddmmss.s |
 LZ1857| CB2625 ALBANY RM 1                           6.016 METERS 01322     |
 LZ1857| CB2626 ALBANY RM 2                          13.150 METERS 07648     |
 LZ1857| CB2624 ALBANY AZ MK                                       2110609.4 |
 LZ1857|---------------------------------------------------------------------|
 LZ1857
 LZ1857                          SUPERSEDED SURVEY CONTROL
 LZ1857
 LZ1857  NAD 83(1996)-  41 37 07.75854(N)    076 25 40.22969(W) AD(       ) 2
 LZ1857  NAD 83(1986)-  41 37 07.75962(N)    076 25 40.22845(W) AD(       ) 2
 LZ1857  NAD 27      -  41 37 07.49226(N)    076 25 41.44132(W) AD(       ) 2
 LZ1857  NGVD 29 (07/19/86)  507.5    (m)         1665.     (f) VERT ANG       
 LZ1857
 LZ1857.Superseded values are not recommended for survey control.
 LZ1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1857.See file dsdata.txt to determine how the superseded data were derived.
 LZ1857
 LZ1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM8104508440(NAD 83)
 LZ1857_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1857_SETTING: 66 = SET IN ROCK OUTCROP
 LZ1857
 LZ1857  HISTORY     - Date     Condition        Report By
 LZ1857  HISTORY     - 1969     MONUMENTED       CGS
 LZ1857
 LZ1857                          STATION DESCRIPTION
 LZ1857
 LZ1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LZ1857'THE STATION IS LOCATED 7 MILES SOUTH-SOUTHEAST OF MONROETON, 1 MILE
 LZ1857'NORTHEAST OF NEW ALBANY, AND 1 MILE EAST OF U.S.  HIGHWAY 220.  IT
 LZ1857'IS ON A LOW, BARE, PASTURED KNOLL, AT THE WEST END OF A EAST-WEST 60
 LZ1857'FOOT LONG STRIP OF BOULDERS AND BRUSH, ON PROPERTY OF MR. G.
 LZ1857'HARRIS ALLEN.
 LZ1857'
 LZ1857'TO REACH THE STATION FROM THE NEW ALBANY POST OFFICE, GO NORTH ON
 LZ1857'U.S. HIGHWAY 220 FOR 0.3 MILE TO A PAVED ROAD RIGHT.  TURN
 LZ1857'RIGHT AND GO EASTERLY ON THE PAVED ROAD AND GO 1.2 MILES TO THE
 LZ1857'AZIMUTH MARK ON THE RIGHT, JUST AFTER CRESTING A LONG GRADE.
 LZ1857'CONTINUE NORTHEAST ON THE PAVED ROAD FOR 0.25 MILE TO A DRIVEWAY ON
 LZ1857'THE LEFT LEADING TO MR. ALLENS HOUSE.  TURN LEFT AND GO
 LZ1857'NORTHWEST ON THE DRIVEWAY FOR 0.1 MILE TO A BARN ON THE LEFT.
 LZ1857'CONTINUE NORTHWEST ON A TRACK ROAD THROUGH THE PASTURE FOR 0.25
 LZ1857'MILE TO A RIDGEBACK.  TURN SHARP RIGHT AND GO UPHILL ON THE TRACK
 LZ1857'ROAD FOR 0.1 MILE TO A FENCELINE SEPERATING TWO FIELDS.  LEAVE
 LZ1857'THE TRACK ROAD AND GO NORTH-NORTHEAST FOR 200 FEET TO
 LZ1857'THE STATION.
 LZ1857'
 LZ1857'THE STATION MARK IS 130 FEET NORTH-NORTHWEST OF A 12 INCH TREE WITH A
 LZ1857'TRIANGULAR BLAZE, 6 FEET EAST OF THE WEST END OF THE
 LZ1857'STRIP OF BOULDERS, AND 3.6 FEET EAST-SOUTHEAST OF A METAL WITNESS
 LZ1857'POST AND SIGN.  IT IS A STANDARD TRAVERSE MARK DISK CEMENTED
 LZ1857'FLUSH IN A DRILL HOLE IN BEDROCK THAT PROJECTS TWO FEET ON ITS SOUTH
 LZ1857'SIDE, AND STAMPED ALBANY 1969.
 LZ1857'
 LZ1857'REFERENCE MARK 1 IS 145 FEET NORTH OF THE BLAZED TREE, 20.5 FEET
 LZ1857'NORTHEAST OF THE WITNESS POST, AND 16.5 FEET NORTH OF THE
 LZ1857'APPROXIMATE CENTERLINE OF THE STRIP OF BOULDERS.  IT IS A STANDARD
 LZ1857'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS
 LZ1857'FLUSH WITH THE GROUND, AND STAMPED ALBANY NO 1 1969.
 LZ1857'
 LZ1857'REFERENCE MARK 2 IS 128 FEET NORTH-NORTHEAST OF THE BLAZED TREE, 46.8
 LZ1857'FEET EAST OF THE WITNESS POST, AND 28 FEET WEST OF
 LZ1857'THE EAST END OF THE STRIP OF BOULDERS.  IT IS A STANDARD REFERENCE
 LZ1857'MARK DISK CEMENTED FLUSH IN A DRILL HOLE IN BEDROCK THAT
 LZ1857'PROJECTS ONE FOOT ON ITS SOUTHEAST SIDE, AND STAMPED ALBANY NO 2
 LZ1857'1969.
 LZ1857'
 LZ1857'THE AZIMUTH MARK IS ABOUT 150 FEET EAST-SOUTHEAST OF THE APPROXIMATE
 LZ1857'CENTER OF THE PAVED ROAD, ABOUT 126 FEET EAST-SOUTHEAST OF
 LZ1857'TELEPHONE POLE JC 41, 7.0 FEET WEST-NORTHWEST OF A BARBED WIRE FENCE,
 LZ1857'AND 5.1 FEET NORTH OF A MULTIPLE-TRUNK WILD CHERRY TREE WITH
 LZ1857'A TRIANGULAR BLAZE.  IT IS A STANDARD AZIMUTH MARK DISK CEMENTED
 LZ1857'FLUSH IN A DRILL HOLE IN A LARGE FLAT BOULDER THAT PROJECTS
 LZ1857'ONE FOOT, AND STAMPED ALBANY 1969.
 LZ1857'
 LZ1857'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0224 ***********************************************************************
 MB0224  DESIGNATION -  ALBION
 MB0224  PID         -  MB0224
 MB0224  STATE/COUNTY-  PA/ERIE
 MB0224  USGS QUAD   -  ALBION (1990)
 MB0224
 MB0224                         *CURRENT SURVEY CONTROL
 MB0224  ___________________________________________________________________
 MB0224* NAD 83(1992)-  41 52 45.60564(N)    080 18 49.36465(W)     ADJUSTED  
 MB0224* NAVD 88     -       357.389  (meters)    1172.53   (feet)  ADJUSTED  
 MB0224  ___________________________________________________________________
 MB0224  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 MB0224  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 MB0224  DYNAMIC HT  -         357.252 (meters)    1172.08  (feet)  COMP
 MB0224  MODELED GRAV-     980,230.1   (mgal)                       NAVD 88
 MB0224
 MB0224  HORZ ORDER  -  SECOND
 MB0224  VERT ORDER  -  SECOND    CLASS 0
 MB0224
 MB0224.The horizontal coordinates were established by classical geodetic methods
 MB0224.and adjusted by the National Geodetic Survey in June 2002..
 MB0224
 MB0224.The orthometric height was determined by differential leveling
 MB0224.and adjusted by the National Geodetic Survey in June 1991..
 MB0224
 MB0224.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB0224
 MB0224.The geoid height was determined by GEOID03.
 MB0224
 MB0224.The dynamic height is computed by dividing the NAVD 88
 MB0224.geopotential number by the normal gravity value computed on the
 MB0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0224.degrees latitude (g = 980.6199 gals.).
 MB0224
 MB0224.The modeled gravity was interpolated from observed gravity values.
 MB0224
 MB0224;                    North         East     Units Scale Factor Converg.
 MB0224;SPC PA N     -   193,351.914   387,227.021   MT  0.99998929   -1 41 45.6
 MB0224;SPC PA N     -   634,355.40  1,270,427.32   sFT  0.99998929   -1 41 45.6
 MB0224;UTM  17      - 4,636,606.728   556,944.108   MT  0.99963990   +0 27 29.4
 MB0224
 MB0224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB0224!SPC PA N     -   0.99994933  x   0.99998929  =   0.99993862
 MB0224!UTM  17      -   0.99994933  x   0.99963990  =   0.99958925
 MB0224
 MB0224|---------------------------------------------------------------------|
 MB0224| PID    Reference Object                     Distance      Geod. Az  |
 MB0224|                                                           dddmmss.s |
 MB0224| MB0225 ALBION RM 1                          19.113 METERS 05018     |
 MB0224| MB0226 ALBION AZ MK                                       1133146.2 |
 MB0224| MB1873 ALBION RODGERS TRUCKING CO TK       APPROX. 4.1 KM 2920302.2 |
 MB0224| MB0223 ALBION RM 2                          26.179 METERS 32336     |
 MB0224|---------------------------------------------------------------------|
 MB0224
 MB0224                          SUPERSEDED SURVEY CONTROL
 MB0224
 MB0224  NAD 83(1995)-  41 52 45.60578(N)    080 18 49.36562(W) AD(       ) 2
 MB0224  NAD 83(1986)-  41 52 45.60850(N)    080 18 49.36471(W) AD(       ) 2
 MB0224  NAD 27      -  41 52 45.40669(N)    080 18 50.14029(W) AD(       ) 2
 MB0224  NGVD 29 (??/??/92)  357.566  (m)         1173.11   (f) ADJ UNCH    2 0
 MB0224
 MB0224.Superseded values are not recommended for survey control.
 MB0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0224.See file dsdata.txt to determine how the superseded data were derived.
 MB0224
 MB0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG5694436607(NAD 83)
 MB0224_MARKER: DE = TRAVERSE STATION DISK
 MB0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0224_STAMPING: ALBION 1967
 MB0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0224+STABILITY: SURFACE MOTION
 MB0224
 MB0224  HISTORY     - Date     Condition        Report By
 MB0224  HISTORY     - 1967     MONUMENTED       CGS
 MB0224  HISTORY     - 1967     GOOD             CGS
 MB0224  HISTORY     - 1982     GOOD             LOCENG
 MB0224
 MB0224                          STATION DESCRIPTION
 MB0224
 MB0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MB0224'THE STATION IS LOCATED ABOUT 4-1/2 MILES WEST OF THE JUNCTION OF U.S.
 MB0224'HIGHWAY 6N AND STATE HIGHWAY 98, 6 MILES NORTH OF SPRINGBORO, 2.8
 MB0224'MILES EAST OF ALBION AND ON THE PROPERTY OF MRS. GRACE PATTEN.
 MB0224'
 MB0224'TO REACH THE STATION FROM THE POST OFFICE IN ALBION GO EAST ON U.S.
 MB0224'HIGHWAY 6N FOR 1.25 MILES TO A FORK, STATE ROUTE 18, KEEP THE RIGHT
 MB0224'FORK AND CONTINUE EAST ON U.S. HIGHWAY 6N FOR 1.5 MILES TO A TRACK
 MB0224'ROAD ON THE RIGHT JUST BEFORE REACHING A WHITE HOUSE ON THE RIGHT,
 MB0224'TURN RIGHT AND GO SOUTH FOR 120 FEET TO THE STATION ON THE LEFT.  THE
 MB0224'TRACK ROAD ORIGINALLY LED TO A LARGE BARN WITH A RED TOP NOW
 MB0224'SURROUNDED BY HIGH GRASS.
 MB0224'
 MB0224'THE STATION MARK IS 120 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE
 MB0224'CENTER OF U.S. HIGHWAY 6N, 111 FEET NORTHEAST OF THE NORTHEAST
 MB0224'CORNER OF A LARGE BARN, 63.6 FEET SOUTHWEST OF POWER LINE POLE NO.
 MB0224'30969 AND 3 FEET NORTH-NORTHWEST OF A METAL WITNESS POST.  IT
 MB0224'IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A SQUARE CONCRETE
 MB0224'MONUMENT PROJECTING 3 INCHES AND IS STAMPED ALBION 1967.
 MB0224'
 MB0224'REFERENCE MARK NO. 1 IS 67 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE
 MB0224'CENTER OF U.S. HIGHWAY 6N, 63.6 FEET NORTHEAST OF THE METAL WITNESS
 MB0224'POST, 46 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE TRACK ROAD
 MB0224'AND 1 FOOT NORTH OF POWER LINE POLE NO. 30969.  IT IS A STANDARD
 MB0224'DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES
 MB0224'AND IS STAMPED ALBION NO 1 1967.
 MB0224'
 MB0224'REFERENCE MARK NO. 2 IS 89.1 FEET NORTHWEST OF THE METAL WITNESS
 MB0224'POST, 79 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF U.S.
 MB0224'HIGHWAY 6N, 58 FEET NORTH OF A WELL WITH A HAND PUMP AND 54 FEET
 MB0224'WEST-NORTHWEST OF THE APPROXIMATE CENTER OF THE TRACK ROAD.  IT IS A
 MB0224'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 MB0224'4 INCHES AND IS STAMPED ALBION NO 2 1967.
 MB0224'
 MB0224'THE AZIMUTH MARK IS 28 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 MB0224'U.S. HIGHWAY 6N, 2 FEET SOUTHEAST OF A METAL WITNESS POST AND 1.5
 MB0224'FEET WEST POWER LINE POLE NO. 23386.  IT IS A STANDARD DISK SET IN
 MB0224'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES AND IS
 MB0224'STAMPED ALBION 1967.
 MB0224'
 MB0224'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE EAST ON U.S.
 MB0224'HIGHWAY 6N FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 MB0224'
 MB0224'HEIGHT OF LIGHT ABOVE STATION MARK 26.1 METERS.
 MB0224
 MB0224                          STATION RECOVERY (1967)
 MB0224
 MB0224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 MB0224'2.8 MI E FROM ALBION.
 MB0224'ABOUT 2.8 MILES EAST ALONG U.S. HIGHWAY 6N FROM THE POST OFFICE
 MB0224'IN ALBION, 120 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 85.89
 MB0224'FEET SOUTHEAST OF RM 2, 62.71 FEET SOUTHWEST OF RM 1, 111
 MB0224'FEET NORTHEAST OF THE NORTHEAST CORNER OF A LARGE BARN, 63.6
 MB0224'FEET SOUTHWEST OF POWER LINE POLE NO. 30969, 3.0 FEET NORTH OF
 MB0224'A METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MB0224'2-INCHES AND IS ABOUT LEVEL WITH THE HIGHWAY.
 MB0224
 MB0224                          STATION RECOVERY (1982)
 MB0224
 MB0224'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (ACS)
 MB0224'RESET 1953 RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0226 ***********************************************************************
 MB0226  DESIGNATION -  ALBION AZ MK
 MB0226  PID         -  MB0226
 MB0226  STATE/COUNTY-  PA/ERIE
 MB0226  USGS QUAD   -  ALBION (1990)
 MB0226
 MB0226                         *CURRENT SURVEY CONTROL
 MB0226  ___________________________________________________________________
 MB0226* NAD 83(1986)-  41 52 42.     (N)    080 18 38.     (W)     SCALED    
 MB0226* NAVD 88     -       354.329  (meters)    1162.49   (feet)  ADJUSTED  
 MB0226  ___________________________________________________________________
 MB0226  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 MB0226  DYNAMIC HT  -         354.193 (meters)    1162.05  (feet)  COMP
 MB0226  MODELED GRAV-     980,229.6   (mgal)                       NAVD 88
 MB0226
 MB0226  VERT ORDER  -  SECOND    CLASS 0
 MB0226
 MB0226.The horizontal coordinates were scaled from a topographic map and have
 MB0226.an estimated accuracy of +/- 6 seconds.
 MB0226
 MB0226.The orthometric height was determined by differential leveling
 MB0226.and adjusted by the National Geodetic Survey in June 1991..
 MB0226
 MB0226.The geoid height was determined by GEOID03.
 MB0226
 MB0226.The dynamic height is computed by dividing the NAVD 88
 MB0226.geopotential number by the normal gravity value computed on the
 MB0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0226.degrees latitude (g = 980.6199 gals.).
 MB0226
 MB0226.The modeled gravity was interpolated from observed gravity values.
 MB0226
 MB0226;                    North         East    Units  Estimated Accuracy
 MB0226;SPC PA N     -   193,230.      387,490.      MT  (+/- 180 meters Scaled)
 MB0226
 MB0226                          SUPERSEDED SURVEY CONTROL
 MB0226
 MB0226  NGVD 29 (??/??/92)  354.506  (m)         1163.08   (f) ADJ UNCH    2 0
 MB0226
 MB0226.Superseded values are not recommended for survey control.
 MB0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0226.See file dsdata.txt to determine how the superseded data were derived.
 MB0226
 MB0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG572364(NAD 83)
 MB0226_MARKER: DZ = AZIMUTH MARK DISK
 MB0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0226_STAMPING: ALBION 1967
 MB0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0226+STABILITY: SURFACE MOTION
 MB0226
 MB0226  HISTORY     - Date     Condition        Report By
 MB0226  HISTORY     - 1967     MONUMENTED       CGS
 MB0226
 MB0226                          STATION DESCRIPTION
 MB0226
 MB0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MB0226'3 MI E FROM ALBION.
 MB0226'ABOUT 3.0 MILES EAST ALONG U.S. HIGHWAY 6N FROM THE POST OFFICE
 MB0226'IN ALBION, 28 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY,
 MB0226'2.0 FEET SOUTHEAST OF A METAL WITNESS SIGN, 1.5 FEET WEST OF
 MB0226'POWER LINE POLE NO. 23386, SET IN THE TOP OF A CONCRETE POST
 MB0226'PROJECTING 3-INCHES AND IS ABOUT 2 FEET ABOVE THE LEVEL OF THE
 MB0226'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0219 ***********************************************************************
 MB0219  DESIGNATION -  ALBION BM
 MB0219  PID         -  MB0219
 MB0219  STATE/COUNTY-  PA/ERIE
 MB0219  USGS QUAD   -  ALBION (1990)
 MB0219
 MB0219                         *CURRENT SURVEY CONTROL
 MB0219  ___________________________________________________________________
 MB0219* NAD 83(1986)-  41 53 28.     (N)    080 21 54.     (W)     SCALED    
 MB0219* NAVD 88     -       273.844  (meters)     898.44   (feet)  ADJUSTED  
 MB0219  ___________________________________________________________________
 MB0219  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 MB0219  DYNAMIC HT  -         273.741 (meters)     898.10  (feet)  COMP
 MB0219  MODELED GRAV-     980,236.6   (mgal)                       NAVD 88
 MB0219
 MB0219  VERT ORDER  -  SECOND    CLASS 0
 MB0219
 MB0219.The horizontal coordinates were scaled from a topographic map and have
 MB0219.an estimated accuracy of +/- 6 seconds.
 MB0219
 MB0219.The orthometric height was determined by differential leveling
 MB0219.and adjusted by the National Geodetic Survey in June 1991..
 MB0219
 MB0219.The geoid height was determined by GEOID03.
 MB0219
 MB0219.The dynamic height is computed by dividing the NAVD 88
 MB0219.geopotential number by the normal gravity value computed on the
 MB0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0219.degrees latitude (g = 980.6199 gals.).
 MB0219
 MB0219.The modeled gravity was interpolated from observed gravity values.
 MB0219
 MB0219;                    North         East    Units  Estimated Accuracy
 MB0219;SPC PA N     -   194,790.      383,010.      MT  (+/- 180 meters Scaled)
 MB0219
 MB0219                          SUPERSEDED SURVEY CONTROL
 MB0219
 MB0219  NGVD 29 (??/??/92)  274.019  (m)          899.01   (f) ADJ UNCH    2 0
 MB0219
 MB0219.Superseded values are not recommended for survey control.
 MB0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0219.See file dsdata.txt to determine how the superseded data were derived.
 MB0219
 MB0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG526378(NAD 83)
 MB0219_MARKER: DB = BENCH MARK DISK
 MB0219_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0219_SP_SET: STEP
 MB0219_STAMPING: ALBION 1935
 MB0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0219
 MB0219  HISTORY     - Date     Condition        Report By
 MB0219  HISTORY     - 1935     MONUMENTED       CGS
 MB0219
 MB0219                          STATION DESCRIPTION
 MB0219
 MB0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MB0219'AT ALBION.
 MB0219'AT ALBION, 117 YARDS WEST OF THE BESSEMER AND LAKE ERIE RAILROAD
 MB0219'STATION, ON MAIN STREET, AT THE MAIN ENTRANCE TO THE FIRST
 MB0219'NATIONAL BANK, IN THE TOP OF THE EAST END OF THE FRONT STEP,
 MB0219'AND 4 FEET EAST OF THE CENTER OF THE ENTRANCE.  A STANDARD DISK,
 MB0219'STAMPED ALBION 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0220 ***********************************************************************
 MB0220  DESIGNATION -  ALBION RESET
 MB0220  PID         -  MB0220
 MB0220  STATE/COUNTY-  PA/ERIE
 MB0220  USGS QUAD   -  ALBION (1990)
 MB0220
 MB0220                         *CURRENT SURVEY CONTROL
 MB0220  ___________________________________________________________________
 MB0220* NAD 83(1986)-  41 53 28.     (N)    080 21 54.     (W)     SCALED    
 MB0220* NAVD 88     -       274.087  (meters)     899.23   (feet)  ADJUSTED  
 MB0220  ___________________________________________________________________
 MB0220  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 MB0220  DYNAMIC HT  -         273.984 (meters)     898.90  (feet)  COMP
 MB0220  MODELED GRAV-     980,236.6   (mgal)                       NAVD 88
 MB0220
 MB0220  VERT ORDER  -  SECOND    CLASS 0
 MB0220
 MB0220.The horizontal coordinates were scaled from a topographic map and have
 MB0220.an estimated accuracy of +/- 6 seconds.
 MB0220
 MB0220.The orthometric height was determined by differential leveling
 MB0220.and adjusted by the National Geodetic Survey in June 1991..
 MB0220
 MB0220.The geoid height was determined by GEOID03.
 MB0220
 MB0220.The dynamic height is computed by dividing the NAVD 88
 MB0220.geopotential number by the normal gravity value computed on the
 MB0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0220.degrees latitude (g = 980.6199 gals.).
 MB0220
 MB0220.The modeled gravity was interpolated from observed gravity values.
 MB0220
 MB0220;                    North         East    Units  Estimated Accuracy
 MB0220;SPC PA N     -   194,790.      383,010.      MT  (+/- 180 meters Scaled)
 MB0220
 MB0220                          SUPERSEDED SURVEY CONTROL
 MB0220
 MB0220  NGVD 29 (??/??/92)  274.267  (m)          899.82   (f) ADJ UNCH    2 0
 MB0220
 MB0220.Superseded values are not recommended for survey control.
 MB0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0220.See file dsdata.txt to determine how the superseded data were derived.
 MB0220
 MB0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG526378(NAD 83)
 MB0220_MARKER: DB = BENCH MARK DISK
 MB0220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0220_SP_SET: BUILDING
 MB0220_STAMPING: ALBION RESET 1953
 MB0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0220
 MB0220  HISTORY     - Date     Condition        Report By
 MB0220  HISTORY     - 1953     MONUMENTED       CGS
 MB0220  HISTORY     - 1967     GOOD             NGS
 MB0220
 MB0220                          STATION DESCRIPTION
 MB0220
 MB0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MB0220'AT ALBION.
 MB0220'AT ALBION, SET VERTICALLY IN THE SOUTHWEST CORNER OF THE ALBION
 MB0220'BORO OFFICE BUILDING, 230 FEET NORTHEAST OF THE POST OFFICE,
 MB0220'120 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 6N, 1.4 FEET
 MB0220'NORTH OF THE SOUTHWEST CORNER OF BUILDING, AND IS ABOUT 4 FEET
 MB0220'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0225 ***********************************************************************
 MB0225  DESIGNATION -  ALBION RM 1
 MB0225  PID         -  MB0225
 MB0225  STATE/COUNTY-  PA/ERIE
 MB0225  USGS QUAD   -  ALBION (1990)
 MB0225
 MB0225                         *CURRENT SURVEY CONTROL
 MB0225  ___________________________________________________________________
 MB0225* NAD 83(1986)-  41 52 46.     (N)    080 18 50.     (W)     SCALED    
 MB0225* NAVD 88     -       357.338  (meters)    1172.37   (feet)  ADJUSTED  
 MB0225  ___________________________________________________________________
 MB0225  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 MB0225  DYNAMIC HT  -         357.202 (meters)    1171.92  (feet)  COMP
 MB0225  MODELED GRAV-     980,230.1   (mgal)                       NAVD 88
 MB0225
 MB0225  VERT ORDER  -  SECOND    CLASS 0
 MB0225
 MB0225.The horizontal coordinates were scaled from a topographic map and have
 MB0225.an estimated accuracy of +/- 6 seconds.
 MB0225
 MB0225.The orthometric height was determined by differential leveling
 MB0225.and adjusted by the National Geodetic Survey in June 1991..
 MB0225
 MB0225.The geoid height was determined by GEOID03.
 MB0225
 MB0225.The dynamic height is computed by dividing the NAVD 88
 MB0225.geopotential number by the normal gravity value computed on the
 MB0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0225.degrees latitude (g = 980.6199 gals.).
 MB0225
 MB0225.The modeled gravity was interpolated from observed gravity values.
 MB0225
 MB0225;                    North         East    Units  Estimated Accuracy
 MB0225;SPC PA N     -   193,370.      387,210.      MT  (+/- 180 meters Scaled)
 MB0225
 MB0225                          SUPERSEDED SURVEY CONTROL
 MB0225
 MB0225  NGVD 29 (??/??/92)  357.515  (m)         1172.95   (f) ADJ UNCH    2 0
 MB0225
 MB0225.Superseded values are not recommended for survey control.
 MB0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0225.See file dsdata.txt to determine how the superseded data were derived.
 MB0225
 MB0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG569366(NAD 83)
 MB0225_MARKER: DR = REFERENCE MARK DISK
 MB0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0225_STAMPING: ALBION NO 1 1967
 MB0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0225+STABILITY: SURFACE MOTION
 MB0225
 MB0225  HISTORY     - Date     Condition        Report By
 MB0225  HISTORY     - 1967     MONUMENTED       CGS
 MB0225
 MB0225                          STATION DESCRIPTION
 MB0225
 MB0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MB0225'2.8 MI E FROM ALBION.
 MB0225'AT THE ALBION STATION SITE-- 62.71 FEET NORTHEAST OF THE STATION,
 MB0225'67 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 63.6 FEET NORTHEAST
 MB0225'OF A METAL WITNESS SIGN, 46 FEET SOUTHEAST OF THE APPROXIMATE
 MB0225'CENTER OF A TRACK ROAD, 1 FOOT NORTH OF POWER LINE POLE NO.
 MB0225'30969, SET IN THE TOP OF A CONCRETE POST PROJECTING 2-INCHES
 MB0225'AND IS ABOUT LEVEL WITH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0223 ***********************************************************************
 MB0223  DESIGNATION -  ALBION RM 2
 MB0223  PID         -  MB0223
 MB0223  STATE/COUNTY-  PA/ERIE
 MB0223  USGS QUAD   -  ALBION (1990)
 MB0223
 MB0223                         *CURRENT SURVEY CONTROL
 MB0223  ___________________________________________________________________
 MB0223* NAD 83(1986)-  41 52 46.     (N)    080 18 50.     (W)     SCALED    
 MB0223* NAVD 88     -       357.566  (meters)    1173.11   (feet)  ADJUSTED  
 MB0223  ___________________________________________________________________
 MB0223  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 MB0223  DYNAMIC HT  -         357.429 (meters)    1172.66  (feet)  COMP
 MB0223  MODELED GRAV-     980,230.1   (mgal)                       NAVD 88
 MB0223
 MB0223  VERT ORDER  -  SECOND    CLASS 0
 MB0223
 MB0223.The horizontal coordinates were scaled from a topographic map and have
 MB0223.an estimated accuracy of +/- 6 seconds.
 MB0223
 MB0223.The orthometric height was determined by differential leveling
 MB0223.and adjusted by the National Geodetic Survey in June 1991..
 MB0223
 MB0223.The geoid height was determined by GEOID03.
 MB0223
 MB0223.The dynamic height is computed by dividing the NAVD 88
 MB0223.geopotential number by the normal gravity value computed on the
 MB0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0223.degrees latitude (g = 980.6199 gals.).
 MB0223
 MB0223.The modeled gravity was interpolated from observed gravity values.
 MB0223
 MB0223;                    North         East    Units  Estimated Accuracy
 MB0223;SPC PA N     -   193,370.      387,210.      MT  (+/- 180 meters Scaled)
 MB0223
 MB0223                          SUPERSEDED SURVEY CONTROL
 MB0223
 MB0223  NGVD 29 (??/??/92)  357.743  (m)         1173.70   (f) ADJ UNCH    2 0
 MB0223
 MB0223.Superseded values are not recommended for survey control.
 MB0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0223.See file dsdata.txt to determine how the superseded data were derived.
 MB0223
 MB0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG569366(NAD 83)
 MB0223_MARKER: DR = REFERENCE MARK DISK
 MB0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0223_STAMPING: ALBION NO 2 1967
 MB0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0223+STABILITY: SURFACE MOTION
 MB0223
 MB0223  HISTORY     - Date     Condition        Report By
 MB0223  HISTORY     - 1967     MONUMENTED       CGS
 MB0223
 MB0223                          STATION DESCRIPTION
 MB0223
 MB0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MB0223'2.8 MI E FROM ALBION.
 MB0223'AT THE ALBION STATION SITE-- 85.89 FEET NORTHWEST OF THE STATION,
 MB0223'89.1 FEET NORTHWEST OF THE METAL WITNESS SIGN, 79 FEET SOUTH
 MB0223'OF THE CENTERLINE OF HIGHWAY, 58 FEET NORTH OF A WELL WITH
 MB0223'A HAND PUMP, 54 FEET WEST OF THE APPROXIMATE CENTER OF A TRACK
 MB0223'ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES AND
 MB0223'IS ABOUT LEVEL WITH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1873 ***********************************************************************
 MB1873  DESIGNATION -  ALBION RODGERS TRUCKING CO TK
 MB1873  PID         -  MB1873
 MB1873  STATE/COUNTY-  PA/ERIE
 MB1873  USGS QUAD   -  ALBION (1990)
 MB1873
 MB1873                         *CURRENT SURVEY CONTROL
 MB1873  ___________________________________________________________________
 MB1873* NAD 83(1992)-  41 53 35.68438(N)    080 21 34.94463(W)     ADJUSTED  
 MB1873* NAVD 88     -                                                        
 MB1873  ___________________________________________________________________
 MB1873  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 MB1873  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 MB1873
 MB1873  HORZ ORDER  -  THIRD
 MB1873
 MB1873.The horizontal coordinates were established by classical geodetic methods
 MB1873.and adjusted by the National Geodetic Survey in June 2002..
 MB1873
 MB1873
 MB1873.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1873
 MB1873.The geoid height was determined by GEOID03.
 MB1873
 MB1873;                    North         East     Units Scale Factor Converg.
 MB1873;SPC PA N     -   195,010.288   383,457.448   MT  0.99999128   -1 43 35.1
 MB1873;SPC PA N     -   639,796.25  1,258,059.98   sFT  0.99999128   -1 43 35.1
 MB1873;UTM  17      - 4,638,121.710   553,116.217   MT  0.99963472   +0 25 39.2
 MB1873
 MB1873                          SUPERSEDED SURVEY CONTROL
 MB1873
 MB1873  NAD 83(1995)-  41 53 35.68465(N)    080 21 34.94515(W) AD(       ) 4
 MB1873  NAD 83(1986)-  41 53 35.68746(N)    080 21 34.94498(W) AD(       ) 4
 MB1873  NAD 27      -  41 53 35.48586(N)    080 21 35.71374(W) AD(       ) 3
 MB1873
 MB1873.Superseded values are not recommended for survey control.
 MB1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1873.See file dsdata.txt to determine how the superseded data were derived.
 MB1873
 MB1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG5311638122(NAD 83)
 MB1873
 MB1873  HISTORY     - Date     Condition        Report By
 MB1873  HISTORY     - 1967     MONUMENTED       CGS
 MB1873
 MB1873                          STATION DESCRIPTION
 MB1873
 MB1873'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MB1873'STATION IS THE TOP CENTER OF THE WATER TANK, LOCATED IN THE RODGERS
 MB1873'TRUCKING COMPANY YARD, ALONG THE NORTH SIDE OF U.S. HIGHWAY 6
 MB1873'AND ABOUT 1/2 MILE NORTH NORTHEAST OF ALBION.  IT IS A STANDARD TYPE
 MB1873'TANK ELEVATED TO ABOUT 100 FEET ON 4 LEGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4670 ***********************************************************************
 JV4670  DESIGNATION -  ALEX
 JV4670  PID         -  JV4670
 JV4670  STATE/COUNTY-  PA/FRANKLIN
 JV4670  USGS QUAD   -  GREENCASTLE (1990)
 JV4670
 JV4670                         *CURRENT SURVEY CONTROL
 JV4670  ___________________________________________________________________
 JV4670* NAD 83(1992)-  39 50 16.46017(N)    077 39 40.96232(W)     ADJUSTED  
 JV4670* NAVD 88     -       262.7    (meters)     862.     (feet)  VERTCON   
 JV4670  ___________________________________________________________________
 JV4670  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 JV4670  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JV4670
 JV4670  HORZ ORDER  -  SECOND
 JV4670
 JV4670.The horizontal coordinates were established by classical geodetic methods
 JV4670.and adjusted by the National Geodetic Survey in June 2002..
 JV4670
 JV4670.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV4670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV4670
 JV4670.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4670
 JV4670.The geoid height was determined by GEOID03.
 JV4670
 JV4670;                    North         East     Units Scale Factor Converg.
 JV4670;SPC PA S     -    56,029.033   607,585.724   MT  1.00001629   +0 03 27.0
 JV4670;SPC PA S     -   183,821.92  1,993,387.50   sFT  1.00001629   +0 03 27.0
 JV4670;UTM  18      - 4,413,156.083   272,274.446   MT  1.00023849   -1 42 20.4
 JV4670
 JV4670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4670!SPC PA S     -   0.99996416  x   1.00001629  =   0.99998045
 JV4670!UTM  18      -   0.99996416  x   1.00023849  =   1.00020264
 JV4670
 JV4670|---------------------------------------------------------------------|
 JV4670| PID    Reference Object                     Distance      Geod. Az  |
 JV4670|                                                           dddmmss.s |
 JV4670| CJ9988 ALEX RM 1                            23.476 METERS 00051     |
 JV4670| CJ9987 ALEX AZ MK                                         0755305.6 |
 JV4670| CJ9989 ALEX RM 2                            23.894 METERS 24108     |
 JV4670|---------------------------------------------------------------------|
 JV4670
 JV4670                          SUPERSEDED SURVEY CONTROL
 JV4670
 JV4670  NAD 83(1995)-  39 50 16.45952(N)    077 39 40.96294(W) AD(       ) 2
 JV4670  NAD 83(1991)-  39 50 16.46056(N)    077 39 40.96576(W) AD(       ) 2
 JV4670  NAD 83(1986)-  39 50 16.45880(N)    077 39 40.97158(W) AD(       ) 2
 JV4670  NAD 27      -  39 50 16.12630(N)    077 39 42.00820(W) AD(       ) 2
 JV4670  NGVD 29 (07/19/86)  262.9    (m)          863.     (f) VERT ANG       
 JV4670
 JV4670.Superseded values are not recommended for survey control.
 JV4670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4670.See file dsdata.txt to determine how the superseded data were derived.
 JV4670
 JV4670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK7227413156(NAD 83)
 JV4670_MARKER: DS = TRIANGULATION STATION DISK
 JV4670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV4670
 JV4670  HISTORY     - Date     Condition        Report By
 JV4670  HISTORY     - 1960     MONUMENTED       CGS
 JV4670
 JV4670                          STATION DESCRIPTION
 JV4670
 JV4670'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 JV4670'STATION IS LOCATED ON A HIGH TIMBERED HILL, ABOUT 2-1/4 MILES
 JV4670'SOUTHEAST OF MARION, 5 MILES NORTHEAST OF GREENCASTLE AND ON
 JV4670'PROPERTY OWNED BY MR. ALEXANDRA RICHARDS.
 JV4670'
 JV4670'STATION IS REACHED FROM THE POST OFFICE IN MARION.  GO EAST ON A
 JV4670'MACADAM ROAD FOR 1.48 MILES TO A ROAD RIGHT, CONTINUE EAST, ON THE
 JV4670'MACADAM ROAD FOR 1.68 MILES TO A DIM WOODS ROAD RIGHT.  TURN RIGHT
 JV4670'AND FOLLOW THE WOODS ROAD FOR 0.39 MILE TO STATION ON THE LEFT HAND
 JV4670'SIDE OF THE ROAD.
 JV4670'
 JV4670'AZIMUTH MARK IS REACHED FROM THE JUNCTION OF THE MACADAM ROAD AND THE
 JV4670'DIM WOODS ROAD MENTIONED IN THE ABOVE DESCRIPTION. GO EAST, ON THE
 JV4670'MACADAM ROAD FOR 0.42 MILE TO A STANDARD METAL WITNESS POST ON THE
 JV4670'RIGHT HAND SIDE OF THE ROAD AND THE AZIMUTH MARK 265 FEET SOUTHWEST
 JV4670'OF THE CENTER OF THE MACADAM ROAD.
 JV4670'
 JV4670'STATION MARK IS A STANDARD DISK, STAMPED ALEX 1960, SET IN THE TOP OF
 JV4670'A SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 1 INCH.  IT IS 26
 JV4670'FEET SOUTHEAST OF THE CENTER OF A WOODS ROAD, 4.7 FEET
 JV4670'SOUTH-SOUTHWEST OF A STANDARD METAL WITNESS POST, 44 FEET NORTHWEST
 JV4670'OF A WIRE FENCELINE AND 34.7 FEET SOUTHEAST OF A TELEPHONE LINE POLE
 JV4670'NO 25-7.
 JV4670'
 JV4670'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED ALEX NO 1 1960,
 JV4670'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 5
 JV4670'INCHES.  IT IS 13 FEET NORTHWEST OF THE CENTER OF THE WOODS ROAD,
 JV4670'73.4 FEET NORTH OF THE METAL WITNESS POST AND ABOUT 6 FEET LOWER
 JV4670'THAN THE STATION MARK.
 JV4670'
 JV4670'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED ALEX NO 2 1960,
 JV4670'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 3
 JV4670'INCHES.  IT IS 9 FEET NORTHWEST OF THE CENTER OF THE WOODS ROAD, 83
 JV4670'FEET WEST-NORTHWEST OF THE WITNESS POST AND ABOUT 1 FOOT HIGHER THAN
 JV4670'THE STATION MARK.
 JV4670'
 JV4670'AZIMUTH MARK IS A STANDARD DISK, STAMPED ALEX 1960, CEMENTED IN A
 JV4670'DRILL HOLE, IN THE TOP OF A 1-1/2 X 1 FOOT BOULDER THAT PROTRUDES
 JV4670'ABOUT 3 INCHES.  IT IS 265 FEET SOUTHWEST OF THE CENTER OF A MACADAM
 JV4670'ROAD AND 252 FEET SOUTHWEST OF A STANDARD METAL WITNESS POST.
 JV4670'THE MARK IS ON THE SOUTHWEST SLOPE OF A LOW RISE IN A FIELD, ABOUT
 JV4670'100 FEET NORTHEAST OF THE HIGHEST POINT OF THE RISE.
 JV4670'
 JV4670'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1538 ***********************************************************************
 KX1538  DESIGNATION -  ALLEG STEEL
 KX1538  PID         -  KX1538
 KX1538  STATE/COUNTY-  PA/WESTMORELAND
 KX1538  USGS QUAD   -  NEW KENSINGTON EAST (1993)
 KX1538
 KX1538                         *CURRENT SURVEY CONTROL
 KX1538  ___________________________________________________________________
 KX1538* NAD 83(1986)-  40 36 17.     (N)    079 43 26.     (W)     SCALED    
 KX1538* NAVD 88     -       233.539  (meters)     766.20   (feet)  ADJUSTED  
 KX1538  ___________________________________________________________________
 KX1538  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 KX1538  DYNAMIC HT  -         233.421 (meters)     765.82  (feet)  COMP
 KX1538  MODELED GRAV-     980,114.9   (mgal)                       NAVD 88
 KX1538
 KX1538  VERT ORDER  -  FIRST     CLASS II
 KX1538
 KX1538.The horizontal coordinates were scaled from a topographic map and have
 KX1538.an estimated accuracy of +/- 6 seconds.
 KX1538
 KX1538.The orthometric height was determined by differential leveling
 KX1538.and adjusted by the National Geodetic Survey in June 1991..
 KX1538
 KX1538.The geoid height was determined by GEOID03.
 KX1538
 KX1538.The dynamic height is computed by dividing the NAVD 88
 KX1538.geopotential number by the normal gravity value computed on the
 KX1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1538.degrees latitude (g = 980.6199 gals.).
 KX1538
 KX1538.The modeled gravity was interpolated from observed gravity values.
 KX1538
 KX1538;                    North         East    Units  Estimated Accuracy
 KX1538;SPC PA S     -   143,040.      432,960.      MT  (+/- 180 meters Scaled)
 KX1538
 KX1538                          SUPERSEDED SURVEY CONTROL
 KX1538
 KX1538  NGVD 29 (??/??/92)  233.714  (m)          766.78   (f) ADJ UNCH    1 2
 KX1538
 KX1538.Superseded values are not recommended for survey control.
 KX1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1538.See file dsdata.txt to determine how the superseded data were derived.
 KX1538
 KX1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE079956(NAD 83)
 KX1538_MARKER: Z = SEE DESCRIPTION
 KX1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1538+STABILITY: SURFACE MOTION
 KX1538
 KX1538  HISTORY     - Date     Condition        Report By
 KX1538  HISTORY     - UNK      MONUMENTED       CGS
 KX1538  HISTORY     - 1941     GOOD             NGS
 KX1538  HISTORY     - 20010914 MARK NOT FOUND   NGS
 KX1538
 KX1538                          STATION DESCRIPTION
 KX1538
 KX1538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1538'7.8 MI SW FROM SCHENLEY.
 KX1538'IN WESTMORELAND COUNTY, 7.8 MILES SOUTHWEST ALONG THE PENNSYLVANIA
 KX1538'RAILROAD FROM SCHENLEY, WESTMORELAND COUNTY, AT EDGECLIFF, 309
 KX1538'FEET SOUTHWEST OF A HIGHWAY CROSSING, 132 FEET NORTHEAST OF A
 KX1538'RAILROAD BRIDGE OVER A LARGE STREAM LEADING TO ALLEGHENY RIVER,
 KX1538'120 FEET SOUTHWEST OF THE CONCRETE WAITING SHED, AND 3 FEET EAST
 KX1538'OF THE EAST RAIL OF THE EAST TRACK.  A ONE-INCH ROUND MONEL-METAL
 KX1538'PLUG, SET IN THE TOP OF A 5-INCH SQUARE CONCRETE POST FLUSH WITH
 KX1538'THE GROUND.  (THE PLUG PROJECTS 1/2 INCH ABOVE THE CONCRETE.)
 KX1538
 KX1538                          STATION RECOVERY (2001)
 KX1538
 KX1538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JMW)
 KX1538'THE RAILROAD HAS BEEN REMOVED AND GRADED FLAT FOR A BIKE AND HIKING
 KX1538'TRAIL.
 KX1538'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2174 ***********************************************************************
 KX2174  DESIGNATION -  ALLEGHENY
 KX2174  PID         -  KX2174
 KX2174  STATE/COUNTY-  PA/CENTRE
 KX2174  USGS QUAD   -  SANDY RIDGE (1994)
 KX2174
 KX2174                         *CURRENT SURVEY CONTROL
 KX2174  ___________________________________________________________________
 KX2174* NAD 83(1992)-  40 47 33.35434(N)    078 10 32.29559(W)     ADJUSTED  
 KX2174* NAVD 88     -       767.25   (+/-2cm)    2517.2    (feet)  VERTCON   
 KX2174  ___________________________________________________________________
 KX2174  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 KX2174  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KX2174
 KX2174  HORZ ORDER  -  FIRST
 KX2174  VERT ORDER  -  THIRD ? (See Below)
 KX2174
 KX2174.The horizontal coordinates were established by classical geodetic methods
 KX2174.and adjusted by the National Geodetic Survey in June 2002..
 KX2174
 KX2174.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2174.The vertical order pertains to the NGVD 29 superseded value.
 KX2174
 KX2174.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2174
 KX2174.The geoid height was determined by GEOID03.
 KX2174
 KX2174;                    North         East     Units Scale Factor Converg.
 KX2174;SPC PA N     -    69,600.725   564,076.451   MT  1.00001588   -0 16 53.7
 KX2174;SPC PA N     -   228,348.38  1,850,640.82   sFT  1.00001588   -0 16 53.7
 KX2174;SPC PA S     -   162,118.776   564,077.833   MT  0.99997727   -0 16 34.1
 KX2174;SPC PA S     -   531,884.68  1,850,645.36   sFT  0.99997727   -0 16 34.1
 KX2174;UTM  17      - 4,519,572.709   738,290.518   MT  1.00029896   +1 50 45.9
 KX2174
 KX2174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2174!SPC PA N     -   0.99988482  x   1.00001588  =   0.99990070
 KX2174!SPC PA S     -   0.99988482  x   0.99997727  =   0.99986209
 KX2174!UTM  17      -   0.99988482  x   1.00029896  =   1.00018374
 KX2174
 KX2174:                Primary Azimuth Mark                     Grid Az
 KX2174:SPC PA N     -  ALLEGHENY AZ MK                          037 45 22.1
 KX2174:SPC PA S     -  ALLEGHENY AZ MK                          037 45 02.5
 KX2174:UTM  17      -  ALLEGHENY AZ MK                          035 37 42.5
 KX2174
 KX2174|---------------------------------------------------------------------|
 KX2174| PID    Reference Object                     Distance      Geod. Az  |
 KX2174|                                                           dddmmss.s |
 KX2174| CJ9990 ALLEGHENY AZ MK                                    0372828.4 |
 KX2174| KX2167 RATTLESNAKE FIRE TOWER              APPROX.19.5 KM 0454223.9 |
 KX2174| CJ9991 ALLEGHENY RM 1                       18.532 METERS 08422     |
 KX2174| KW2935 FIRE TOWER                          APPROX.21.5 KM 1235613.0 |
 KX2174| KX2219 LOOP LOOKOUT TOWER                  APPROX.33.0 KM 1733606.6 |
 KX2174| CJ9992 ALLEGHENY RM 2                       31.385 METERS 19535     |
 KX2174| KX2182 TYRONE W VA PULP AND PAPER TK       APPROX.13.4 KM 2021404.2 |
 KX2174| KX2214 SANDY RIDGE SUMMIT LOOKOUT TWR      APPROX. 6.5 KM 2555206.0 |
 KX2174|---------------------------------------------------------------------|
 KX2174
 KX2174                          SUPERSEDED SURVEY CONTROL
 KX2174
 KX2174  NAD 83(1986)-  40 47 33.35574(N)    078 10 32.30224(W) AD(       ) 1
 KX2174  NAD 27      -  40 47 33.14500(N)    078 10 33.26300(W) AD(       ) 1
 KX2174  NGVD 29 (07/19/86)  767.39   (m)         2517.7    (f) LEVELING    3  
 KX2174
 KX2174.Superseded values are not recommended for survey control.
 KX2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2174.See file dsdata.txt to determine how the superseded data were derived.
 KX2174
 KX2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF3829119573(NAD 83)
 KX2174_MARKER: DS = TRIANGULATION STATION DISK
 KX2174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2174
 KX2174  HISTORY     - Date     Condition        Report By
 KX2174  HISTORY     - 1938     MONUMENTED       CGS
 KX2174  HISTORY     - 1941     GOOD             CGS
 KX2174  HISTORY     - 1966     GOOD             CGS
 KX2174
 KX2174                          STATION DESCRIPTION
 KX2174
 KX2174'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 KX2174'STATION IS LOCATED ON THE SOUTHEASTERN RIM OF THE ALLEGHENY
 KX2174'MOUNTAINS, ABOUT 5 MILES N OF BALD EAGLE, 7 MILES W OF PORT
 KX2174'MATILDA, AND 3 MILES ESE OF SANDY RIDGE, ON A HIGH FLAT-TOPPED HILL
 KX2174'COVERED WITH SCRUB OAK.  STATION MARK IS 27 FEET W OF THE CENTER
 KX2174'LINE OF GRAVEL ROAD PASSING BY THE STATION.  MARK PROJECTS 5 INCHES
 KX2174'ABOVE THE SURFACE.
 KX2174'
 KX2174'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KX2174'BRONZE DISKS SET IN CONCRETE.
 KX2174'
 KX2174'REFERENCE MARK NO. 1 IS 18 FEET E OF THE CENTER LINE OF ROAD, 10 FEET
 KX2174'E OF THE DITCH.  MARK PROJECTS 7 INCHES AND IS STAMPED ALLEGHENY
 KX2174'NO. 1 1938.
 KX2174'
 KX2174'REFERENCE MARK NO. 2 IS 13 FEET E OF THE CENTER LINE OF THE ROAD, 45
 KX2174'FEET NE OF A LONE 5-INCH NORWAY PINE.  MARK IS STAMPED ALLEGHENY
 KX2174'NO. 2 1938 AND PROJECTS 6 INCHES ABOVE THE GROUND.
 KX2174'
 KX2174'AZIMUTH MARK IS ON THE E SIDE OF THE ROAD, 15 FEET FROM THE CENTER
 KX2174'LINE, OPPOSITE A SMALL GRAVEL PIT TO THE W.  STAMPED ALLEGHENY 1938,
 KX2174'AND PROJECTS 9 INCHES.
 KX2174'
 KX2174'TO REACH THE STATION FROM PHILIPSBURG, TAKE HIGHWAY 350 FROM THE
 KX2174'JUNCTION WITH U.S. HIGHWAY 322 S FOR 6.25 MILES TO THE JUNCTION WITH
 KX2174'HIGHWAY 64.  TURN LEFT ON TARVIA ROAD FOR 0.2 MILE, TURN RIGHT AND
 KX2174'CONTINUE ON DIRT ROAD FOR 2.2 MILES TO A NEWLY BUILT ROAD TO THE
 KX2174'LEFT, AT SIGN, SANDY RIDGE TRAIL.  TURN LEFT AND CONTINUE FOR 2.1
 KX2174'MILES TO TOP OF HILL AND STATION ON THE RIGHT.
 KX2174'
 KX2174'A 50-FOOT SIGNAL AT AMES IS VISIBLE AT 7 FEET AT THIS STATION.
 KX2174'A 64-FOOT SIGNAL
 KX2174'AT MOUNTAIN IS VISIBLE AT 13 FEET AT THIS STATION.
 KX2174'A 77-FOOT SIGNAL AT BALD IS VISIBLE
 KX2174'AT 13 FEET AT THIS STATION.
 KX2174'A 37-FOOT SIGNAL AT BOALS IS VISIBLE AT 13 FEET AT
 KX2174'THIS STATION.
 KX2174'A 37-FOOT SIGNAL AT EAGLE IS VISIBLE AT 13 FEET AT THIS STATION.
 KX2174'A 77-FOOT SIGNAL
 KX2174'AT PHILIPSBURG IS VISIBLE AT 20 FEET AT THIS STATION.
 KX2174'A 50-FOOT SIGNAL AT HIGHWAY IS
 KX2174'VISIBLE AT 20 FEET AT THIS STATION.
 KX2174'
 KX2174'HEIGHT OF LIGHT ABOVE STATION MARK - 14.2 METERS.
 KX2174
 KX2174                          STATION RECOVERY (1941)
 KX2174
 KX2174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2174'THE STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND FOUND IN
 KX2174'GOOD CONDITION.
 KX2174'
 KX2174'THE STATION IS 26 FEET W OF THE CENTER OF THE ROAD.  IT IS STAMPED
 KX2174'ALLEGHENY 1938.
 KX2174'
 KX2174'REFERENCE MARK NO. 1 IS 19 FEET E OF THE CENTER OF THE ROAD.
 KX2174'
 KX2174'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 46 AND 350,
 KX2174'1/2 MILE E OF THE TOWN OF SANDY RIDGE BY GOING E ON A GRAVEL ROAD
 KX2174'FOR 0.15 MILE TO A T-ROAD THEN TURN RIGHT AND GO SOUTHEASTERLY FOR
 KX2174'2.25 MILES TO A SIDE ROAD LEFT (SANDY RIDGE TRAIL) TURN LEFT
 KX2174'AND FOLLOW ROAD NORTHEASTERLY FOR 2.0 MILES TO THE STATION ON THE
 KX2174'LEFT (W) SIDE OF THE ROAD.
 KX2174'
 KX2174'A 10-FOOT STAND WILL SEE A 74-FOOT LIGHT AT NORTHWOOD.
 KX2174'A 10-FOOT STAND
 KX2174'WILL SEE A 4-FOOT LIGHT AT TYRONE.
 KX2174'A 10-FOOT STAND WILL SEE A 74-FOOT
 KX2174'LIGHT AT LOST MOUNTAIN.
 KX2174'A 10-FOOT STAND WILL SEE A 47-FOOT LIGHT AT SNYDER.
 KX2174'A
 KX2174'6-FOOT STAND WILL SEE A 47-FOOT LIGHT AT KEPHART (U.S.G.S.).
 KX2174'A 6-FOOT STAND WILL
 KX2174'SEE A 60-FOOT LIGHT AT HIGHWAY.
 KX2174
 KX2174                          STATION RECOVERY (1966)
 KX2174
 KX2174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KX2174'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5 MILES NORTH OF
 KX2174'BALD EAGLE.
 KX2174'
 KX2174'STATION RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE
 KX2174'ORIGINAL DESCRIPTION SHOULD READ AS FOLLOWS- 26 FEET NORTHWEST
 KX2174'OF THE CENTER OF A NORTHEAST-SOUTHWEST GRAVEL ROAD.  THE STATION IS
 KX2174'ON STATE GAME LANDS NO. 33.
 KX2174'
 KX2174'A DIFFERENT ROUTE WAS USED TO REACH THE STATION, AND THE ORIGINAL
 KX2174'DESCRIPTION TO REACH WAS NOT CHECKED AT THIS TIME.
 KX2174'
 KX2174'A NEW TO REACH AS FOLLOWS-
 KX2174'
 KX2174'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 350 AND U.S. HIGHWAY 220
 KX2174'IN BALD EAGLE, (ABOUT 4 MILES NORTHEAST OF TYRONE), GO NORTH ON STATE
 KX2174'HIGHWAY 350 FOR 2.0 MILES TO A SIDE ROAD RIGHT, (A TWO-STORY
 KX2174'CINDER-BLOCK HOUSE IN THE NORTHEAST ANGLE),
 KX2174'TURN RIGHT AND GO NORTHEAST FOR 1.55 MILES TO A CROSSROAD, TURN LEFT
 KX2174'AND FOLLOW THIS ROAD NORTHWEST AND NORTH
 KX2174'FOR 1.8 MILES TO A SIDE ROAD RIGHT AT TOP OF GRADE, TURN
 KX2174'RIGHT AND GO EAST AND NORTHEAST FOR 1.9 MILES TO THE
 KX2174'STATION ON THE LEFT, NORTHWEST, SIDE OF THE ROAD.
 KX2174'
 KX2174'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON THE ROAD
 KX2174'FOR 0.85 MILE TO THE MARK 15 FEET SOUTHEAST OF THE ROAD.
 KX2174'
 KX2174'HEIGHT OF LIGHT ABOVE STATION MARK 47 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV7082 ***********************************************************************
 KV7082  DESIGNATION -  ALLEGHENY
 KV7082  PID         -  KV7082
 KV7082  STATE/COUNTY-  PA/PHILADELPHIA
 KV7082  USGS QUAD   -  GERMANTOWN (1997)
 KV7082
 KV7082                         *CURRENT SURVEY CONTROL
 KV7082  ___________________________________________________________________
 KV7082* NAD 83(1996)-  40 00 22.43233(N)    075 10 44.19641(W)     ADJUSTED  
 KV7082* NAVD 88     -        39.7    (meters)     130.     (feet)  GPS OBS   
 KV7082  ___________________________________________________________________
 KV7082  X           -   1,251,447.289 (meters)                     COMP
 KV7082  Y           -  -4,729,499.444 (meters)                     COMP
 KV7082  Z           -   4,078,519.814 (meters)                     COMP
 KV7082  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 KV7082  ELLIP HEIGHT-           6.62  (meters)          (08/10/01) GPS OBS
 KV7082  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KV7082
 KV7082  HORZ ORDER  -  FIRST
 KV7082  ELLP ORDER  -  FOURTH    CLASS II
 KV7082
 KV7082.The horizontal coordinates were established by GPS observations
 KV7082.and adjusted by the National Geodetic Survey in May 1999..
 KV7082
 KV7082.The orthometric height was determined by GPS observations and a
 KV7082.high-resolution geoid model.
 KV7082
 KV7082.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7082
 KV7082.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7082
 KV7082.The ellipsoidal height was determined by GPS observations
 KV7082.and is referenced to NAD 83.
 KV7082
 KV7082.The geoid height was determined by GEOID03.
 KV7082
 KV7082;                    North         East     Units Scale Factor Converg.
 KV7082;SPC PA S     -    77,910.412   819,499.140   MT  0.99998940   +1 40 05.1
 KV7082;SPC PA S     -   255,611.08  2,688,640.10   sFT  0.99998940   +1 40 05.1
 KV7082;SPC NJ       -   130,427.016    92,033.230   MT  0.99994135   -0 26 11.3
 KV7082;SPC NJ       -   427,909.30    301,945.69   sFT  0.99994135   -0 26 11.3
 KV7082;UTM  18      - 4,428,464.154   484,726.825   MT  0.99960287   -0 06 54.1
 KV7082
 KV7082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7082!SPC PA S     -   0.99999896  x   0.99998940  =   0.99998836
 KV7082!SPC NJ       -   0.99999896  x   0.99994135  =   0.99994031
 KV7082!UTM  18      -   0.99999896  x   0.99960287  =   0.99960183
 KV7082
 KV7082                          SUPERSEDED SURVEY CONTROL
 KV7082
 KV7082  NAD 83(1992)-  40 00 22.43185(N)    075 10 44.19660(W) AD(       ) 1
 KV7082  ELLIP H (06/28/94)    6.57   (m)                       GP(       ) 4 1
 KV7082
 KV7082.Superseded values are not recommended for survey control.
 KV7082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7082.See file dsdata.txt to determine how the superseded data were derived.
 KV7082
 KV7082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8472728464(NAD 83)
 KV7082_MARKER: DD = SURVEY DISK
 KV7082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7082_SP_SET: CONCRETE POST
 KV7082_STAMPING: ALLEGHENY 1993
 KV7082_MARK LOGO: PA6540
 KV7082_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7082+STABILITY: SURFACE MOTION
 KV7082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7082+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2004
 KV7082
 KV7082  HISTORY     - Date     Condition        Report By
 KV7082  HISTORY     - 1993     MONUMENTED       PA6540
 KV7082  HISTORY     - 20040311 GOOD             DEWDAV
 KV7082
 KV7082                          STATION DESCRIPTION
 KV7082
 KV7082'DESCRIBED BY CITY OF PHILADELPHIA PENNSYLVANIA 1993
 KV7082'THE STATION IS LOCATED IN THE 38TH WARD OF THE CITY OF
 KV7082'PHILADELPHIA.THE STATION IS 3.04 FT (0.93 M) EAST OF THE EAST CURB
 KV7082'LINE OF HENRY AVENUE AND 359.12 FT (109.46 M) NORTH FROM A STONE
 KV7082'MONUMENT ON A 5 FOOT RANGE OF THE EAST SIDE OF HENRY AVENUE NEAR THE
 KV7082'INTERSECTION OF THE EAST SIDE OF HENRY AVENUE AND THE NORTHWEST SIDE
 KV7082'OF HUNTING PARK AVENUE (STONE MONUMENT IS IN THE CONCRETE FOOTWAY
 KV7082'UNDER A METAL BOX MARKED SURVEY BUREAU). THE MARK IS 0.3 FT (0.1 M)
 KV7082'BELOW THE SURFACE AND IS COVERED WITH DIRT AND GRASS. THE MARK IS
 KV7082'LOCATED IN A GRASS PLOT IN THE FOOTWAY OF HENRY AVENUE, AND IS 7.66
 KV7082'FT (2.33 M) WEST FROM A CROSS CUT ON A WALL. THE MARK IS A CITY OF
 KV7082'PHILADELPHIA HORIZONTAL CONTROL NETWORK BRASS DISC STAMPED ALLEGHENY
 KV7082'1993.
 KV7082'TO REACH THE STATION FROM CITY HALL IN CENTER CITY PHILADELPHIA, TAKE
 KV7082'NORTH BROAD STREET NORTH FROM CITY HALL FOR 3.3 MI (5.3 KM) TO
 KV7082'CLEARFIELD STREET. TURN LEFT ONTO CLEARFIELD STREET AND GO 0.2 MI
 KV7082'(0.3 KM) TO 16TH STREET. TURN RIGHT ONTO 16TH STREET AND GO 1 BLOCK
 KV7082'TO ALLEGHENY AVENUE. TURN LEFT ONTO ALLEGHENY AVENUE TO AND GO 1.2 MI
 KV7082'(1.9 KM) TO THE INTERSECTION OF ALLEGHENY AVENUE, HUNTING PARK
 KV7082'AVENUE, HENRY AVENUE, AND 30TH STREET. TURN RIGHT ONTO HENRY AVENUE.
 KV7082'TO REACH THE STATION FROM I-76, TAKE I-76 TO US ROUTE 1 NORTH, FOLLOW
 KV7082'US ROUTE 1 NORTH FOR 1.3 MI (2.1 KM) TO FIRST EXIT (WISSAHICKON
 KV7082'AVENUE SOUTH). THE EXIT RAMP PUTS YOU ON ABBOTTSFORD AVENUE. TAKE
 KV7082'ABBOTTSFORD AVENUE FOR 0.3 MI (0.5 KM) TO WISSAHICKON AVENUE. TURN
 KV7082'RIGHT ONTO WISSAHICKON AVENUE FOR 0.6 MI (1.0 KM) TO HUNTING PARK
 KV7082'AVENUE. TURN RIGHT ONTO HUNTING PARK AVENUE AND GO 0.7 MI (1.1 KM) TO
 KV7082'THE INTERSECTION OF ALLEGHENY AVENUE, HUNTING PARK AVENUE, HENRY
 KV7082'AVENUE, AND 30TH STREET. TURN RIGHT ONTO HENRY AVENUE.
 KV7082
 KV7082                          STATION RECOVERY (2004)
 KV7082
 KV7082'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (CSW)
 KV7082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1062 ***********************************************************************
 MA1062  DESIGNATION -  ALLEN
 MA1062  PID         -  MA1062
 MA1062  STATE/COUNTY-  PA/CLARION
 MA1062  USGS QUAD   -  CORSICA (1987)
 MA1062
 MA1062                         *CURRENT SURVEY CONTROL
 MA1062  ___________________________________________________________________
 MA1062* NAD 83(1992)-  41 10 56.01165(N)    079 13 56.43829(W)     ADJUSTED  
 MA1062* NAVD 88     -       527.484  (meters)    1730.59   (feet)  ADJUSTED  
 MA1062  ___________________________________________________________________
 MA1062  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 MA1062  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 MA1062  DYNAMIC HT  -         527.239 (meters)    1729.78  (feet)  COMP
 MA1062  MODELED GRAV-     980,142.6   (mgal)                       NAVD 88
 MA1062
 MA1062  HORZ ORDER  -  SECOND
 MA1062  VERT ORDER  -  SECOND    CLASS 0
 MA1062
 MA1062.The horizontal coordinates were established by classical geodetic methods
 MA1062.and adjusted by the National Geodetic Survey in June 2002..
 MA1062
 MA1062.The orthometric height was determined by differential leveling
 MA1062.and adjusted by the National Geodetic Survey in June 1991..
 MA1062
 MA1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1062
 MA1062.The geoid height was determined by GEOID03.
 MA1062
 MA1062.The dynamic height is computed by dividing the NAVD 88
 MA1062.geopotential number by the normal gravity value computed on the
 MA1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1062.degrees latitude (g = 980.6199 gals.).
 MA1062
 MA1062.The modeled gravity was interpolated from observed gravity values.
 MA1062
 MA1062;                    North         East     Units Scale Factor Converg.
 MA1062;SPC PA N     -   113,845.662   475,637.235   MT  0.99996522   -0 58 50.3
 MA1062;SPC PA N     -   373,508.64  1,560,486.50   sFT  0.99996522   -0 58 50.3
 MA1062;UTM  17      - 4,560,492.248   648,255.559   MT  0.99987051   +1 09 50.9
 MA1062
 MA1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1062!SPC PA N     -   0.99992239  x   0.99996522  =   0.99988761
 MA1062!UTM  17      -   0.99992239  x   0.99987051  =   0.99979291
 MA1062
 MA1062:                Primary Azimuth Mark                     Grid Az
 MA1062:SPC PA N     -  AIRWAY BCN 2 MI SW OF CORSICA            180 01 58.2
 MA1062:UTM  17      -  AIRWAY BCN 2 MI SW OF CORSICA            177 53 17.0
 MA1062
 MA1062|---------------------------------------------------------------------|
 MA1062| PID    Reference Object                     Distance      Geod. Az  |
 MA1062|                                                           dddmmss.s |
 MA1062| MA1930 AIRWAY BCN 2 MI SW OF CORSICA       APPROX. 2.0 KM 1790307.9 |
 MA1062| MA1060 ALLEN RM 1                           13.321 METERS 21443     |
 MA1062| MA1061 ALLEN RM 2                           13.722 METERS 32507     |
 MA1062|---------------------------------------------------------------------|
 MA1062
 MA1062                          SUPERSEDED SURVEY CONTROL
 MA1062
 MA1062  NAD 83(1986)-  41 10 56.01340(N)    079 13 56.44106(W) AD(       ) 2
 MA1062  NAD 27      -  41 10 55.78000(N)    079 13 57.29380(W) AD(       ) 2
 MA1062  NGVD 29 (??/??/92)  527.637  (m)         1731.09   (f) ADJ UNCH    2 0
 MA1062
 MA1062.Superseded values are not recommended for survey control.
 MA1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1062.See file dsdata.txt to determine how the superseded data were derived.
 MA1062
 MA1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF4825660492(NAD 83)
 MA1062_MARKER: DS = TRIANGULATION STATION DISK
 MA1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1062_STAMPING: ALLEN 1958
 MA1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1062+STABILITY: SURFACE MOTION
 MA1062
 MA1062  HISTORY     - Date     Condition        Report By
 MA1062  HISTORY     - 1958     MONUMENTED       CGS
 MA1062  HISTORY     - 1958     GOOD             CGS
 MA1062
 MA1062                          STATION DESCRIPTION
 MA1062
 MA1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 MA1062'STATION IS LOCATED ON TOP OF A BARREN HILL THAT HAS BEEN STRIP MINED,
 MA1062'ON THE WESTERN SIDE.  IT IS ABOUT 1-1/2 MILES WEST OF CORSICA,
 MA1062'0.1 MILE NORTH OF U.S. HIGHWAY 322.
 MA1062'
 MA1062'REACHED FROM THE POST OFFICE IN CORSICA BY GOING EAST, ON HIGHWAY 322
 MA1062'FOR 1.6 MILES, MR. ALLEN FLEMINGS HOME, ON THE LEFT, CONTINUE
 MA1062'ON THE HIGHWAY FOR ABOUT 100 FEET, TURN RIGHT, LEAVE HIGHWAY AND
 MA1062'FOLLOW A TRACK ROAD, NORTHEAST, UPHILL FOR ABOUT 0.1
 MA1062'MILE, TOP OF HILL AND STATION.
 MA1062'
 MA1062'STATION MARK IS A STANDARD DISK, STAMPED ALLEN 1958, SET IN THE TOP
 MA1062'OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 MA1062'SURFACE.
 MA1062'
 MA1062'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED ALLEN NO 1 1958,
 MA1062'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 MA1062'WITH THE GROUND SURFACE.
 MA1062'
 MA1062'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED ALLEN NO 2 1958,
 MA1062'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 MA1062'WITH THE GROUND SURFACE.
 MA1062
 MA1062                          STATION RECOVERY (1958)
 MA1062
 MA1062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 MA1062'1.6 MI W FROM CORSICA.
 MA1062'ABOUT 1.5 MILES WEST ALONG U.S. HIGHWAY 322 FROM THE POST OFFICE
 MA1062'AT CORSICA, THENCE NORTH 0.1 MILE UPHILL ON PRIVATE ROAD.  ON
 MA1062'BARE HILL FORMED BY THE STRIP MINNING OPERATION AND NEAR THE
 MA1062'WESTERN SIDE.  A TRIANGULATION STATION DISK IN THE TOP OF A
 MA1062'12-INCH CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1973 ***********************************************************************
 JV1973  DESIGNATION -  ALLEN
 JV1973  PID         -  JV1973
 JV1973  STATE/COUNTY-  PA/ADAMS
 JV1973  USGS QUAD   -  FAIRFIELD (1994)
 JV1973
 JV1973                         *CURRENT SURVEY CONTROL
 JV1973  ___________________________________________________________________
 JV1973* NAD 83(1992)-  39 46 30.55143(N)    077 15 47.17773(W)     ADJUSTED  
 JV1973* NAVD 88     -       179.038  (meters)     587.39   (feet)  ADJUSTED  
 JV1973  ___________________________________________________________________
 JV1973  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 JV1973  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JV1973  DYNAMIC HT  -         178.942 (meters)     587.08  (feet)  COMP
 JV1973  MODELED GRAV-     980,088.3   (mgal)                       NAVD 88
 JV1973
 JV1973  HORZ ORDER  -  SECOND
 JV1973  VERT ORDER  -  SECOND    CLASS 0
 JV1973
 JV1973.The horizontal coordinates were established by classical geodetic methods
 JV1973.and adjusted by the National Geodetic Survey in June 2002..
 JV1973
 JV1973.The orthometric height was determined by differential leveling
 JV1973.and adjusted by the National Geodetic Survey in June 1991..
 JV1973
 JV1973.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV1973
 JV1973.The geoid height was determined by GEOID03.
 JV1973
 JV1973.The dynamic height is computed by dividing the NAVD 88
 JV1973.geopotential number by the normal gravity value computed on the
 JV1973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1973.degrees latitude (g = 980.6199 gals.).
 JV1973
 JV1973.The modeled gravity was interpolated from observed gravity values.
 JV1973
 JV1973;                    North         East     Units Scale Factor Converg.
 JV1973;SPC PA S     -    49,172.608   641,714.876   MT  1.00002850   +0 18 57.2
 JV1973;SPC PA S     -   161,327.13  2,105,359.56   sFT  1.00002850   +0 18 57.2
 JV1973;SPC MD       -   234,098.210   377,457.322   MT  1.00007308   -0 09 54.5
 JV1973;SPC MD       -   768,037.21  1,238,374.56   sFT  1.00007308   -0 09 54.5
 JV1973;UTM  18      - 4,405,251.541   306,180.682   MT  1.00006250   -1 26 54.0
 JV1973
 JV1973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV1973!SPC PA S     -   0.99997717  x   1.00002850  =   1.00000566
 JV1973!SPC MD       -   0.99997717  x   1.00007308  =   1.00005024
 JV1973!UTM  18      -   0.99997717  x   1.00006250  =   1.00003966
 JV1973
 JV1973:                Primary Azimuth Mark                     Grid Az
 JV1973:SPC PA S     -  ALLEN AZ MK                              017 06 17.4
 JV1973:SPC MD       -  ALLEN AZ MK                              017 35 09.1
 JV1973:UTM  18      -  ALLEN AZ MK                              018 52 08.6
 JV1973
 JV1973|---------------------------------------------------------------------|
 JV1973| PID    Reference Object                     Distance      Geod. Az  |
 JV1973|                                                           dddmmss.s |
 JV1973| JV1972 ALLEN AZ MK                                        0172514.6 |
 JV1973| JV4157 BIG ROUND TOP LOOKOUT TOWER         APPROX. 2.4 KM 0585527.4 |
 JV1973| JV1974 ALLEN RM 1                           21.889 METERS 16914     |
 JV1973| JV1975 ALLEN RM 2                           18.056 METERS 24427     |
 JV1973|---------------------------------------------------------------------|
 JV1973
 JV1973                          SUPERSEDED SURVEY CONTROL
 JV1973
 JV1973  NAD 83(1995)-  39 46 30.54911(N)    077 15 47.17805(W) AD(       ) 2
 JV1973  NAD 83(1991)-  39 46 30.54872(N)    077 15 47.17832(W) AD(       ) 2
 JV1973  NAD 83(1986)-  39 46 30.54871(N)    077 15 47.17919(W) AD(       ) 2
 JV1973  NAD 27      -  39 46 30.20008(N)    077 15 48.23065(W) AD(       ) 2
 JV1973  NGVD 29 (??/??/??)  179.230  (m)          588.02   (f) ADJUSTED    2 0
 JV1973
 JV1973.Superseded values are not recommended for survey control.
 JV1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1973.See file dsdata.txt to determine how the superseded data were derived.
 JV1973
 JV1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK0618105252(NAD 83)
 JV1973_MARKER: DS = TRIANGULATION STATION DISK
 JV1973_SETTING: 66 = SET IN ROCK OUTCROP
 JV1973_SP_SET: BEDROCK
 JV1973_STAMPING: ALLEN 1966
 JV1973_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV1973+STABILITY: POSITION/ELEVATION WELL
 JV1973
 JV1973  HISTORY     - Date     Condition        Report By
 JV1973  HISTORY     - 1966     MONUMENTED       CGS
 JV1973  HISTORY     - 1966     GOOD             CGS
 JV1973
 JV1973                          STATION DESCRIPTION
 JV1973
 JV1973'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 JV1973'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF GETTYSBURG, 4 MILES
 JV1973'NORTH OF THE MARYLAND-PENNSYLVANIA STATE LINE, 0.5 MILE NORTHWEST
 JV1973'OF U.S. HIGHWAY 15, 0.05 MILE SOUTHEAST OF U.S. BUSINESS 15, 0.1 MILE
 JV1973'SOUTHWEST OF MR. GEORGE ALLENS SUMMER HOME AND NORTHEAST OF BATTERY
 JV1973'K MONUMENT.
 JV1973'
 JV1973'TO REACH FROM THE TRAFFIC CIRCLE IN GETTYSBURG GO SOUTH OF U.S.
 JV1973'HIGHWAY 15 FOR 4.1 MILE TO DRIVEWAY ON THE RIGHT LEADING TO MR.
 JV1973'GEORGE SMITHS HOUSE AND AZIMUTH MARK, CONTINUE SOUTHWEST ON U.S.
 JV1973'HIGHWAY 15 FOR 0.2 MILE TO DRIVEWAY ON THE LEFT LEADING TO MR.
 JV1973'GEORGE ALLEN HOUSE, TURN LEFT, EAST, THEN RIGHT PASSING TO THE WEST
 JV1973'SIDE OF A BARN FOR 0.05 MILE TO THE SOUTHWEST CORNER OF THE BARN AND
 JV1973'GATE, PASS THROUGH THE GATE AND GO SOUTHEAST ACROSS FIELD FOR 0.1
 JV1973'MILE TO STATION.
 JV1973'
 JV1973'THE STATION MARK IS 64.5 FEET EAST-NORTHEAST OF THE MONUMENT, 53.0
 JV1973'FEET NORTHEAST OF A FENCE AND METAL WITNESS POST AND 26.4 FEET EAST
 JV1973'OF A BRICK CISTERN.  THE STATION MARK IS A STANDARD TRAVERSE DISK,
 JV1973'STAMPED ALLEN 1966, CEMENTED IN A DRILL HOLE IN BEDROCK AND
 JV1973'ABOUT 1 FOOT BELOW THE GROUND.
 JV1973'
 JV1973'REFERENCE MARK NO. 1 IS 43.0 FEET SOUTHEAST OF THE METAL WITNESS
 JV1973'POST, 2.0 FEET NORTHEAST OF THE FENCE AND ABOUT 1 FOOT LOWER THAN
 JV1973'THE STATION.  IT IS A STANDARD DISK, STAMPED ALLEN NO 1 1966, SET IN
 JV1973'THE TOP OF A 12 INCH ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 JV1973'GROUND.
 JV1973'
 JV1973'REFERENCE MARK NO. 2 IS 18.0 FEET NORTH OF THE MONUMENT, 2.0 FEET
 JV1973'NORTHEAST OF THE FENCE AND ABOUT 1 FOOT LOWER THAN THE STATION.  IT
 JV1973'IS A STANDARD DISK, STAMPED ALLEN NO 2 1966, SET IN THE TOP OF A 12
 JV1973'INCH ROUND CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 JV1973'
 JV1973'AZIMUTH MARK IS 174 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 15,
 JV1973'60.3 FEET EAST OF POWER LINE POLE NO. 492-214, 9.3 FEET NORTH OF
 JV1973'THE APPROXIMATE CENTER OF THE ROCK ROAD LEADING TO MR. SMITHS FARM
 JV1973'HOUSE AND ABOUT THE SAME ELEVATION AS THE ROADS.  IT IS A STANDARD
 JV1973'DISK, STAMPED ALLEN 1966, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 JV1973'POST WHICH IS FLUSH WITH THE GROUND.
 JV1973
 JV1973                          STATION RECOVERY (1966)
 JV1973
 JV1973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JV1973'4.4 MI S FROM GETTYSBURG.
 JV1973'ABOUT 4.3 MILES SOUTH ALONG U.S. HIGHWAY 15 FROM THE TRAFFIC
 JV1973'CIRCLE IN GETTYSBURG TO A DRIVEWAY ON THE LEFT, EAST, THENCE,
 JV1973'SOUTHWEST BY A LARGE BARN FOR 0.1 MILE TO THE STATION ON THE
 JV1973'SOUTH SIDE OF A LARGE FIELD.  400 FEET SOUTHEAST OF THE CENTERLINE
 JV1973'OF HIGHWAY, 71.82 FEET NORTHWEST OF THE RM 1, 59.24 FEET EAST OF
 JV1973'RM 2, 64.5 FEET EAST OF BATTERY K BATTLE MONUMENT, 53 FEET
 JV1973'NORTHEAST OF A FENCE AND METAL WITNESS SIGN, 26 FEET EAST OF A
 JV1973'BRICK CISTERN, SET IN THE TOP OF BEDROCK 1 FOOT UNDER GROUND AND
 JV1973'IS ABOUT 1 FOOT UNDER GROUND AND IS ABOUT 4 FEET ABOVE THE LEVEL
 JV1973'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1927 ***********************************************************************
 MB1927  DESIGNATION -  ALLEN
 MB1927  PID         -  MB1927
 MB1927  STATE/COUNTY-  PA/MERCER
 MB1927  USGS QUAD   -  GREENFIELD (1970)
 MB1927
 MB1927                         *CURRENT SURVEY CONTROL
 MB1927  ___________________________________________________________________
 MB1927* NAD 83(1992)-  41 08 16.38673(N)    080 22 22.17125(W)     ADJUSTED  
 MB1927* NAVD 88     -       372.     (meters)    1220.     (feet)  SCALED    
 MB1927  ___________________________________________________________________
 MB1927  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 MB1927  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 MB1927
 MB1927  HORZ ORDER  -  SECOND
 MB1927
 MB1927.The horizontal coordinates were established by classical geodetic methods
 MB1927.and adjusted by the National Geodetic Survey in June 2002..
 MB1927
 MB1927.The orthometric height was scaled from a topographic map.
 MB1927
 MB1927.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1927
 MB1927.The geoid height was determined by GEOID03.
 MB1927
 MB1927;                    North         East     Units Scale Factor Converg.
 MB1927;SPC PA N     -   111,191.256   379,829.175   MT  0.99996868   -1 44 06.4
 MB1927;SPC PA N     -   364,799.98  1,246,156.22   sFT  0.99996868   -1 44 06.4
 MB1927;SPC PA S     -   203,647.447   379,814.080   MT  1.00003140   -1 42 06.0
 MB1927;SPC PA S     -   668,133.33  1,246,106.69   sFT  1.00003140   -1 42 06.0
 MB1927;UTM  17      - 4,554,253.339   552,636.416   MT  0.99963410   +0 24 45.4
 MB1927
 MB1927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1927!SPC PA N     -   0.99994699  x   0.99996868  =   0.99991567
 MB1927!SPC PA S     -   0.99994699  x   1.00003140  =   0.99997839
 MB1927!UTM  17      -   0.99994699  x   0.99963410  =   0.99958111
 MB1927
 MB1927|---------------------------------------------------------------------|
 MB1927| PID    Reference Object                     Distance      Geod. Az  |
 MB1927|                                                           dddmmss.s |
 MB1927| CX3128 ALLEN RM 1                           14.868 METERS 00001     |
 MB1927| CX3129 ALLEN RM 2                           59.015 METERS 28715     |
 MB1927| CX3127 ALLEN AZ MK                                        3283457.3 |
 MB1927|---------------------------------------------------------------------|
 MB1927
 MB1927                          SUPERSEDED SURVEY CONTROL
 MB1927
 MB1927  NAD 83(1995)-  41 08 16.38765(N)    080 22 22.17141(W) AD(       ) 2
 MB1927  NAD 83(1986)-  41 08 16.39159(N)    080 22 22.17512(W) AD(       ) 2
 MB1927  NAD 27      -  41 08 16.17700(N)    080 22 22.93900(W) AD(       ) 2
 MB1927
 MB1927.Superseded values are not recommended for survey control.
 MB1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1927.See file dsdata.txt to determine how the superseded data were derived.
 MB1927
 MB1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF5263654253(NAD 83)
 MB1927_MARKER: Z = SEE DESCRIPTION
 MB1927_SETTING: 0 = UNSPECIFIED SETTING
 MB1927
 MB1927  HISTORY     - Date     Condition        Report By
 MB1927  HISTORY     - 1937     MONUMENTED       PAGS
 MB1927  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MB1927
 MB1927                          STATION DESCRIPTION
 MB1927
 MB1927'DESCRIBED BY PENNSYLVANIA GEODETIC SURVEY 1937
 MB1927'LOCATED ON DIRT ROAD 0.7 MILE S OF ITS INTERSECTION WITH STATE ROUTE
 MB1927'468, 9.5 MILES SW OF MERCER.  STATION IS SW OF L TURN IN ROAD,
 MB1927'ABOUT 25 FEET AT THIS POINT.  LAND OWNED BY J.C. ALLEN OF NEW
 MB1927'WILMINGTON, R.D., WHOSE RESIDENCE IS 0.3 MILE E OF STATION.
 MB1927'
 MB1927'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE PA. COORDINATE
 MB1927'SYSTEM STANDARD BRONZE DISKS SET IN SQUARE BLOCKS OF CONCRETE.
 MB1927'SURFACE MARK IS FLUSH WITH SURFACE.  REFERENCE MARK NO. 1 IS IN FENCE
 MB1927'CORNER AND PROJECTS 8 INCHES.  REFERENCE MARK NO. 2 IS 1 FOOT W
 MB1927'OF W RIGHT-OF-WAY FENCE LINE AND PROJECTS 1 FOOT.
 MB1927'
 MB1927'AZIMUTH MARK IS REACHED BY GOING N TO STATE ROUTE 468, THENCE LEFT,
 MB1927'SW FOR ABOUT 0.4 MILE.  MARK IS ON LEFT OR S NEAR A ROAD SIGN.
 MB1927'
 MB1927'HEIGHT OF LIGHT ABOVE STATION MARK- 26.5 METERS.
 MB1927
 MB1927                          STATION RECOVERY (1960)
 MB1927
 MB1927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 MB1927'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 MB1927'THE PROPERTY IS NOW OWNED BY J.R. ALLEN.  A NEW DESCRIPTION
 MB1927'FOLLOWS- THE STATION IS LOCATED ABOUT 9.5 MILES SOUTHWEST OF MERCER,
 MB1927'ABOUT 2.3 MILES NORTHWEST OF NEW WILMINGTON, 0.65 MILE SOUTH OF
 MB1927'U.S. HIGHWAY 468, AND ON THE OUTSIDE OF A SHARP CURVE IN THE MACADAM
 MB1927'SURFACED ROAD.  IT IS 58 FEET SOUTHWEST OF THE CENTER OF THE CURVE,
 MB1927'52 FEET EAST OF A NORTHEAST FENCE CORNER, 8.8 FEET NORTHWEST OF A
 MB1927'TRIANGLE BLAZE ON THE WEST SIDE OF A 15 INCH OAK TREE, AND 3 FEET
 MB1927'NORTH OF A U.S.C. AND G.S. WITNESS SIGN.  THE MARK IS A PENNA.
 MB1927'COORDINATE SYSTEM DISK SET IN THE TOP OF A 1.5 BY 2 FEET IRREGULAR
 MB1927'SHAPED CONCRETE POST FLUSH WITH THE GROUND, STAMPED ALLEN
 MB1927'1937.  (NOTES 1B, 7A).
 MB1927'
 MB1927'REFERENCE MARK NO. 1 IS WEST OF THE STATION.  IT IS 75 FEET WEST OF
 MB1927'THE CENTER OF THE CURVE IN THE ROAD, 3 FEET EAST OF THE NORTHEAST
 MB1927'FENCE CORNER, AND IN THE EDGE OF THE WOODS.  THE MARK IS A PENNA.
 MB1927'COORDINATE SYSTEM DISK SET IN THE TOP OF A SQUARE BLOCK OF CONCRETE
 MB1927'PROJECTING 1 FOOT, STAMPED ALLEN NO 1 1937.  (11A)
 MB1927'
 MB1927'REFERENCE MARK NO. 2 IS NORTH OF THE STATION.  IT IS 150 FEET NORTH
 MB1927'OF THE CURVE, 15 FEET WEST OF THE CENTER LINE OF THE ROAD, AND ON THE
 MB1927'EAST EDGE OF A HAY FIELD.  THE MARK IS A PENNA. COORDINATE SYSTEM
 MB1927'DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 10
 MB1927'INCHES, STAMPED ALLEN NO 2 1937.  (11A).
 MB1927'
 MB1927'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTHWEST OF THE STATION AND ON
 MB1927'THE SOUTH SIDE OF U.S. HIGHWAY 468.  TO REACH FROM THE STATION, GO
 MB1927'NORTH FOR 0.65 MILE TO HIGHWAY 468, TURN LEFT AND GO SOUTHWEST FOR
 MB1927'0.3 MILE TO MARK ON LEFT.  IT IS 180 FEET WEST OF A DRIVE SOUTH
 MB1927'TO A STONE HOUSE AND LARGE WHITE BARN, 15 FEET SOUTH OF THE CENTER
 MB1927'LINE OF THE HIGHWAY, AND 6 FEET NORTHEAST OF A 15 INCH MAPLE TREE.
 MB1927'THE MARK IS A PENNA. COORDINATE SYSTEM DISK SET IN THE TOP OF A
 MB1927'SQUARE BLOCK OF CONCRETE PROJECTING 8 INCHES, STAMPED ALLEN 1937.
 MB1927'(16A).
 MB1927'
 MB1927'TO REACH THE STATION FROM THE COURTHOUSE IN MERCER, GO SOUTHWEST ON
 MB1927'U.S. HIGHWAY 468 FOR 9 MILES TO THE CROSSING OF ROUTE 43005,
 MB1927'CONTINUE SOUTHWEST ON HIGHWAY 468 FOR 0.3 MILE TO A MACADAM SURFACED
 MB1927'ROAD ON LEFT, TURN LEFT AND GO SOUTH FOR 0.65 MILE TO CURVE LEFT
 MB1927'AND STATION ON RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ2025 ***********************************************************************
 LZ2025  DESIGNATION -  ALLEN
 LZ2025  PID         -  LZ2025
 LZ2025  STATE/COUNTY-  PA/TIOGA
 LZ2025  USGS QUAD   -  GLEASON (1986)
 LZ2025
 LZ2025                         *CURRENT SURVEY CONTROL
 LZ2025  ___________________________________________________________________
 LZ2025* NAD 83(1992)-  41 43 54.98428(N)    076 59 42.14970(W)     ADJUSTED  
 LZ2025* NAVD 88     -       707.4    (meters)    2321.     (feet)  VERTCON   
 LZ2025  ___________________________________________________________________
 LZ2025  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 LZ2025  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 LZ2025
 LZ2025  HORZ ORDER  -  FIRST
 LZ2025
 LZ2025.The horizontal coordinates were established by classical geodetic methods
 LZ2025.and adjusted by the National Geodetic Survey in June 2002..
 LZ2025
 LZ2025.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ2025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ2025
 LZ2025.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ2025
 LZ2025.The geoid height was determined by GEOID03.
 LZ2025
 LZ2025;                    North         East     Units Scale Factor Converg.
 LZ2025;SPC PA N     -   174,105.565   662,808.143   MT  0.99997188   +0 29 58.0
 LZ2025;SPC PA N     -   571,211.34  2,174,563.05   sFT  0.99997188   +0 29 58.0
 LZ2025;UTM  18      - 4,621,937.784   334,079.903   MT  0.99993878   -1 19 41.9
 LZ2025
 LZ2025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ2025!SPC PA N     -   0.99989415  x   0.99997188  =   0.99986604
 LZ2025!UTM  18      -   0.99989415  x   0.99993878  =   0.99983294
 LZ2025
 LZ2025:                Primary Azimuth Mark                     Grid Az
 LZ2025:SPC PA N     -  RADAR MAST 7 MI SE OF MANSFLD            069 29 05.6
 LZ2025:UTM  18      -  RADAR MAST 7 MI SE OF MANSFLD            071 18 45.5
 LZ2025
 LZ2025|---------------------------------------------------------------------|
 LZ2025| PID    Reference Object                     Distance      Geod. Az  |
 LZ2025|                                                           dddmmss.s |
 LZ2025| LZ2023 RADAR MAST 7 MI SE OF MANSFLD       APPROX. 3.6 KM 0695903.6 |
 LZ2025| CB2627 ALLEN RM 1                           46.055 METERS 16327     |
 LZ2025| CB2628 ALLEN RM 2                          167.847 METERS 26657     |
 LZ2025| LZ1651 BUTTS                               APPROX. 9.0 KM 3203328.8 |
 LZ2025|---------------------------------------------------------------------|
 LZ2025
 LZ2025                          SUPERSEDED SURVEY CONTROL
 LZ2025
 LZ2025  NAD 83(1996)-  41 43 54.98313(N)    076 59 42.15028(W) AD(       ) 1
 LZ2025  NAD 83(1986)-  41 43 54.98534(N)    076 59 42.14509(W) AD(       ) 1
 LZ2025  NAD 27      -  41 43 54.71856(N)    076 59 43.27221(W) AD(       ) 1
 LZ2025  NGVD 29 (07/19/86)  707.5    (m)         2321.     (f) VERT ANG       
 LZ2025
 LZ2025.Superseded values are not recommended for survey control.
 LZ2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ2025.See file dsdata.txt to determine how the superseded data were derived.
 LZ2025
 LZ2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM3408021938(NAD 83)
 LZ2025_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ2025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ2025
 LZ2025  HISTORY     - Date     Condition        Report By
 LZ2025  HISTORY     - 1929     MONUMENTED       CGS
 LZ2025  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LZ2025  HISTORY     - 1972     SEE DESCRIPTION  LOCENG
 LZ2025
 LZ2025                          STATION DESCRIPTION
 LZ2025
 LZ2025'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 LZ2025'STATION IS IN SULLIVAN TOWNSHIP ON A RIDGE OF THE ARMENIAN MOUNTAIN
 LZ2025'ABOUT 3 MILES S OF MAINESBURG ON LAND OWNED BY MR.  WILL ALLEN.  THE
 LZ2025'STATION IS IN TIMBER ABOUT 1/4 MILE W OF THE POINT WHERE THE ROAD
 LZ2025'FROM MAINESBURG TO FALL BROOK CROSSES THE TOP OF THE RIDGE.  THE OLD
 LZ2025'ALLEN FARM BUILDINGS ARE ON THE E SIDE OF THE ROAD NEAR THE TOP OF
 LZ2025'THE RIDGE.  A ROAD HAS BEEN CLEARED FROM THE MAIN ROAD AT TOP OF
 LZ2025'RIDGE TO THE STATION.  THE STATION IS 121.3 METERS E OF A WIRE AND
 LZ2025'STONE FENCE WHICH DIVIDES THE WOODS FROM A PASTURE FIELD.  THIS
 LZ2025'FIELD IS DOTTED WITH LARGE ROCK PILES.
 LZ2025'
 LZ2025'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS DESCRIBED
 LZ2025'IN NOTE 1A.  THE MARK PROJECTS 10 INCHES ABOVE THE SURFACE.
 LZ2025'
 LZ2025'UNDERGROUND MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE AS
 LZ2025'DESCRIBED IN NOTE 8A.
 LZ2025'
 LZ2025'REFERENCE MARK NO. 1 IS S OF THE STATION IN WOODS ON SLOPE OF HILL.
 LZ2025'THE MARK, A STANDARD BRONZE DISK, IS SET IN DEPRESSION IN A
 LZ2025'FLAT LEDGE-ROCK OUTCROP FLUSH WITH SURFACE.  A ROCK CAIRN 16 INCHES
 LZ2025'HIGH MARKS THE POINT.
 LZ2025'
 LZ2025'REFERENCE MARK NO. 2 IS IN PASTURE FIELD W OF STATION AND IT IS 46.6
 LZ2025'METERS W OF THE WIRE AND STONE FENCE AT THE W EDGE OF THE WOODS.
 LZ2025'THE MARK, A STANDARD BRONZE DISK, IS SET IN A DEPRESSION IN A LARGE
 LZ2025'FLAT ROCK JUTTING CUT FROM THE HILLSIDE.  LINES HAVE BEEN
 LZ2025'CLEARED THROUGH THE TIMBER FROM THE STATION MARK TO BOTH REFERENCE
 LZ2025'MARKS.
 LZ2025'
 LZ2025'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 LZ2025
 LZ2025                          STATION RECOVERY (1968)
 LZ2025
 LZ2025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WMJ)
 LZ2025'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 LZ2025'IN GOOD CONDITION.  A DIFFERENCE WAS NOTED IN THE DISTANCE TO
 LZ2025'REFERENCE MARK NO. 1 AND NO. 2.  THE DIRECTIONS TO REFERENCE MARK NO.
 LZ2025'1 AND NO. 2 WERE NOT TAKEN AT THIS TIME DUE TO THE EXCESSIVE
 LZ2025'AMOUNT OF TREE CLEARING WHICH WOULD BE REQUIRED.  FOLLOWING IS A NEW
 LZ2025'AND COMPLETE DESCRIPTION.
 LZ2025'
 LZ2025'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTHEAST OF MANSFIELD, 4
 LZ2025'MILES EAST OF COVINGTON AND 3.5 MILES SOUTH OF MAINESBURG.
 LZ2025'IT IS ON A HIGH TIMBERED RIDGE ON PROPERTY OWNED BY THE TEXAS SULPHER
 LZ2025'COMPANY.
 LZ2025'
 LZ2025'TO REACH THE STATION FROM THE POST OFFICE IN COVINGTON, GO EAST ON
 LZ2025'THE PAVED ROAD FOR 0.05 MILE TO THE JUNCTION OF U.S.  HIGHWAY 15,
 LZ2025'CONTINUE EAST ON THE PAVED ROAD FOR 2.3 MILES TO A CROSSROAD,
 LZ2025'CONTINUE EAST ON THE PAVED ROAD FOR 2.15 MILES TO A 3-WAY FORK, TURN
 LZ2025'SHARP RIGHT AND GO SOUTH ON THE GRAVELED ROAD FOR 0.6 MILE TO A SIDE
 LZ2025'ROAD ON THE LEFT, CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.6 MILE
 LZ2025'TO A TRIANGULAR BLAZED TREE ON THE LEFT AND A DIM TRACK ROAD ON THE
 LZ2025'RIGHT, TURN RIGHT AND GO WEST ON THE TRACK ROAD FOR 0.3 MILE TO THE
 LZ2025'END OF THE TRACK ROAD AND THE STATION.
 LZ2025'
 LZ2025'THE STATION MARK IS 16 FEET EAST OF A METAL WITNESS POST AND 9 FEET
 LZ2025'WEST OF A 10-INCH TRIANGULAR BLAZED WILD CHERRY TREE.  THE MARK
 LZ2025'IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 LZ2025'PROJECTING 6 INCHES AND IS STAMPED ALLEN 1929.
 LZ2025'
 LZ2025'REFERENCE MARK NO. 1 IS 11.1 FEET NORTHWEST OF A METAL WITNESS POST
 LZ2025'AND 9.5 FEET EAST OF A 6-INCH TRIANGULAR BLAZED TREE.  THE MARK
 LZ2025'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 LZ2025'FLUSH WITH THE GROUND AND IS STAMPED ALLEN NO 1 1929.
 LZ2025'
 LZ2025'REFERENCE MARK NO. 2 IS 33 FEET NORTH OF A 7 BY 8 FOOT BOULDER THAT
 LZ2025'PROJECTS 3 FEET, 10 FEET SOUTHEAST OF A WIRE FENCE AND 4 FEET NORTH
 LZ2025'OF A METAL WITNESS POST.  THE MARK IS A STANDARD DISK CEMENTED IN A
 LZ2025'DRILL HOLE IN A 9 BY 9 FOOT BOULDER PROJECTING 30 INCHES ON THE WEST
 LZ2025'SIDE AND IS STAMPED ALLEN NO 2 1929.
 LZ2025'
 LZ2025'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3.5 MILES SOUTH OF
 LZ2025'MAINESBURG.
 LZ2025'
 LZ2025'HEIGHT OF LIGHT ABOVE STATION MARK 100.23 FEET.
 LZ2025
 LZ2025                          STATION RECOVERY (1972)
 LZ2025
 LZ2025'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (AK)
 LZ2025'ALLEN 1929 GOOD
 LZ2025'
 LZ2025'ALLEN RM 1 GOOD
 LZ2025'
 LZ2025'ALLEN RM 2 GOOD
 LZ2025'
 LZ2025'RECOVERED BY BERGER ASSOC. LTD., 33 N. GRUBB ST., COLUMBUS, OHIO
 LZ2025'43216.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1972 ***********************************************************************
 JV1972  DESIGNATION -  ALLEN AZ MK
 JV1972  PID         -  JV1972
 JV1972  STATE/COUNTY-  PA/ADAMS
 JV1972  USGS QUAD   -  FAIRFIELD (1994)
 JV1972
 JV1972                         *CURRENT SURVEY CONTROL
 JV1972  ___________________________________________________________________
 JV1972* NAD 83(1986)-  39 46 48.     (N)    077 15 40.     (W)     SCALED    
 JV1972* NAVD 88     -       172.660  (meters)     566.47   (feet)  ADJUSTED  
 JV1972  ___________________________________________________________________
 JV1972  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JV1972  DYNAMIC HT  -         172.567 (meters)     566.16  (feet)  COMP
 JV1972  MODELED GRAV-     980,088.5   (mgal)                       NAVD 88
 JV1972
 JV1972  VERT ORDER  -  SECOND    CLASS 0
 JV1972
 JV1972.The horizontal coordinates were scaled from a topographic map and have
 JV1972.an estimated accuracy of +/- 6 seconds.
 JV1972
 JV1972.The orthometric height was determined by differential leveling
 JV1972.and adjusted by the National Geodetic Survey in June 1991..
 JV1972
 JV1972.The geoid height was determined by GEOID03.
 JV1972
 JV1972.The dynamic height is computed by dividing the NAVD 88
 JV1972.geopotential number by the normal gravity value computed on the
 JV1972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1972.degrees latitude (g = 980.6199 gals.).
 JV1972
 JV1972.The modeled gravity was interpolated from observed gravity values.
 JV1972
 JV1972;                    North         East    Units  Estimated Accuracy
 JV1972;SPC PA S     -    49,710.      641,880.      MT  (+/- 180 meters Scaled)
 JV1972
 JV1972                          SUPERSEDED SURVEY CONTROL
 JV1972
 JV1972  NGVD 29 (??/??/??)  172.853  (m)          567.10   (f) ADJUSTED    2 0
 JV1972
 JV1972.Superseded values are not recommended for survey control.
 JV1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1972.See file dsdata.txt to determine how the superseded data were derived.
 JV1972
 JV1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK063057(NAD 83)
 JV1972_MARKER: DZ = AZIMUTH MARK DISK
 JV1972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1972_STAMPING: ALLEN 1966
 JV1972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1972+STABILITY: SURFACE MOTION
 JV1972
 JV1972  HISTORY     - Date     Condition        Report By
 JV1972  HISTORY     - 1966     MONUMENTED       CGS
 JV1972
 JV1972                          STATION DESCRIPTION
 JV1972
 JV1972'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JV1972'4.1 MI S FROM GETTYSBURG.
 JV1972'ABOUT 4.1 MILES SOUTH ALONG U.S. HIGHWAY 15 FROM THE TRAFFIC
 JV1972'CIRCLE IN GETTYSBURG TO A DRIVEWAY LEFT, WEST, AND MR. GEORGE
 JV1972'SMITH HOUSE, 174 FEET WEST OF THE CENTERLINE OF HIGHWAY, 60.3
 JV1972'FEET EAST OF POWER LINE POLE NO 492-214, 9.3 FEET NORTH OF THE
 JV1972'APPROXIMATE CENTER OF THE DRIVEWAY LEADING TO MR. SMITHS HOUSE,
 JV1972'SET IN THE TOP OF A CONCRETE POST FLUSH AND IS ABOUT 2 FEET ABOVE
 JV1972'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1060 ***********************************************************************
 MA1060  DESIGNATION -  ALLEN RM 1
 MA1060  PID         -  MA1060
 MA1060  STATE/COUNTY-  PA/CLARION
 MA1060  USGS QUAD   -  CORSICA (1987)
 MA1060
 MA1060                         *CURRENT SURVEY CONTROL
 MA1060  ___________________________________________________________________
 MA1060* NAD 83(1986)-  41 10 55.     (N)    079 13 56.     (W)     SCALED    
 MA1060* NAVD 88     -       527.239  (meters)    1729.78   (feet)  ADJUSTED  
 MA1060  ___________________________________________________________________
 MA1060  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 MA1060  DYNAMIC HT  -         526.995 (meters)    1728.98  (feet)  COMP
 MA1060  MODELED GRAV-     980,142.6   (mgal)                       NAVD 88
 MA1060
 MA1060  VERT ORDER  -  SECOND    CLASS 0
 MA1060
 MA1060.The horizontal coordinates were scaled from a topographic map and have
 MA1060.an estimated accuracy of +/- 6 seconds.
 MA1060
 MA1060.The orthometric height was determined by differential leveling
 MA1060.and adjusted by the National Geodetic Survey in June 1991..
 MA1060
 MA1060.The geoid height was determined by GEOID03.
 MA1060
 MA1060.The dynamic height is computed by dividing the NAVD 88
 MA1060.geopotential number by the normal gravity value computed on the
 MA1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1060.degrees latitude (g = 980.6199 gals.).
 MA1060
 MA1060.The modeled gravity was interpolated from observed gravity values.
 MA1060
 MA1060;                    North         East    Units  Estimated Accuracy
 MA1060;SPC PA N     -   113,810.      475,650.      MT  (+/- 180 meters Scaled)
 MA1060
 MA1060                          SUPERSEDED SURVEY CONTROL
 MA1060
 MA1060  NGVD 29 (??/??/92)  527.392  (m)         1730.29   (f) ADJ UNCH    2 0
 MA1060
 MA1060.Superseded values are not recommended for survey control.
 MA1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1060.See file dsdata.txt to determine how the superseded data were derived.
 MA1060
 MA1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF482604(NAD 83)
 MA1060_MARKER: DR = REFERENCE MARK DISK
 MA1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1060_STAMPING: ALLEN NO 1 1958
 MA1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1060+STABILITY: SURFACE MOTION
 MA1060
 MA1060  HISTORY     - Date     Condition        Report By
 MA1060  HISTORY     - 1958     MONUMENTED       CGS
 MA1060
 MA1060                          STATION DESCRIPTION
 MA1060
 MA1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA1060'1.6 MI W FROM CORSICA.
 MA1060'ABOUT 1.5 MILES WEST ALONG U.S. HIGHWAY 322 FROM THE POST OFFICE
 MA1060'AT CORSICA, THENCE NORTH 0.1 MILE UPHILL ON A PRIVATE ROAD.  ON
 MA1060'BARE HILL FORMED BY THE STRIP MINNING OPERATION AND NEAR WESTERN
 MA1060'SIDE.  A TRIANGULATION STATION REFERENCE MARK IN THE TOP OF A
 MA1060'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1974 ***********************************************************************
 JV1974  DESIGNATION -  ALLEN RM 1
 JV1974  PID         -  JV1974
 JV1974  STATE/COUNTY-  PA/ADAMS
 JV1974  USGS QUAD   -  FAIRFIELD (1994)
 JV1974
 JV1974                         *CURRENT SURVEY CONTROL
 JV1974  ___________________________________________________________________
 JV1974* NAD 83(1986)-  39 46 30.     (N)    077 15 47.     (W)     SCALED    
 JV1974* NAVD 88     -       178.825  (meters)     586.70   (feet)  ADJUSTED  
 JV1974  ___________________________________________________________________
 JV1974  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JV1974  DYNAMIC HT  -         178.729 (meters)     586.38  (feet)  COMP
 JV1974  MODELED GRAV-     980,088.3   (mgal)                       NAVD 88
 JV1974
 JV1974  VERT ORDER  -  SECOND    CLASS 0
 JV1974
 JV1974.The horizontal coordinates were scaled from a topographic map and have
 JV1974.an estimated accuracy of +/- 6 seconds.
 JV1974
 JV1974.The orthometric height was determined by differential leveling
 JV1974.and adjusted by the National Geodetic Survey in June 1991..
 JV1974
 JV1974.The geoid height was determined by GEOID03.
 JV1974
 JV1974.The dynamic height is computed by dividing the NAVD 88
 JV1974.geopotential number by the normal gravity value computed on the
 JV1974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1974.degrees latitude (g = 980.6199 gals.).
 JV1974
 JV1974.The modeled gravity was interpolated from observed gravity values.
 JV1974
 JV1974;                    North         East    Units  Estimated Accuracy
 JV1974;SPC PA S     -    49,160.      641,720.      MT  (+/- 180 meters Scaled)
 JV1974
 JV1974                          SUPERSEDED SURVEY CONTROL
 JV1974
 JV1974  NGVD 29 (??/??/??)  179.017  (m)          587.32   (f) ADJUSTED    2 0
 JV1974
 JV1974.Superseded values are not recommended for survey control.
 JV1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1974.See file dsdata.txt to determine how the superseded data were derived.
 JV1974
 JV1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK061052(NAD 83)
 JV1974_MARKER: DR = REFERENCE MARK DISK
 JV1974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1974_STAMPING: ALLEN NO 1 1966
 JV1974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1974+STABILITY: SURFACE MOTION
 JV1974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV1974+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2004
 JV1974
 JV1974  HISTORY     - Date     Condition        Report By
 JV1974  HISTORY     - 1966     MONUMENTED       CGS
 JV1974  HISTORY     - 20040314 GOOD             GEOCAC
 JV1974
 JV1974                          STATION DESCRIPTION
 JV1974
 JV1974'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JV1974'4.4 MI S FROM GETTYSBURG.
 JV1974'AT THE ALLEN STATION SITE-- 71.82 FEET SOUTH OF THE STATION,
 JV1974'80.58 FEET SOUTHEAST OF RM 2, 43 FEET SOUTHEAST OF A METAL WITNESS
 JV1974'SIGN, 2.0 FEET NORTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE
 JV1974'POST, FLUSH, AND IS ABOUT 1 FOOT LOWER THAN THE STATION.  NOTE-- FOR
 JV1974'DESCRIPTION SEE STATION ALLEN.
 JV1974
 JV1974                          STATION RECOVERY (2004)
 JV1974
 JV1974'RECOVERY NOTE BY GEOCACHING 2004 (MHB)
 JV1974'DISK IS NOW TWO INCHES BELOW GRADE AT BASE OF WITNESS POST, LOCATED IN
 JV1974'DENSE HEDGEROW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1061 ***********************************************************************
 MA1061  DESIGNATION -  ALLEN RM 2
 MA1061  PID         -  MA1061
 MA1061  STATE/COUNTY-  PA/CLARION
 MA1061  USGS QUAD   -  CORSICA (1987)
 MA1061
 MA1061                         *CURRENT SURVEY CONTROL
 MA1061  ___________________________________________________________________
 MA1061* NAD 83(1986)-  41 10 55.     (N)    079 13 56.     (W)     SCALED    
 MA1061* NAVD 88     -       526.971  (meters)    1728.90   (feet)  ADJUSTED  
 MA1061  ___________________________________________________________________
 MA1061  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 MA1061  DYNAMIC HT  -         526.726 (meters)    1728.10  (feet)  COMP
 MA1061  MODELED GRAV-     980,142.6   (mgal)                       NAVD 88
 MA1061
 MA1061  VERT ORDER  -  SECOND    CLASS 0
 MA1061
 MA1061.The horizontal coordinates were scaled from a topographic map and have
 MA1061.an estimated accuracy of +/- 6 seconds.
 MA1061
 MA1061.The orthometric height was determined by differential leveling
 MA1061.and adjusted by the National Geodetic Survey in June 1991..
 MA1061
 MA1061.The geoid height was determined by GEOID03.
 MA1061
 MA1061.The dynamic height is computed by dividing the NAVD 88
 MA1061.geopotential number by the normal gravity value computed on the
 MA1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1061.degrees latitude (g = 980.6199 gals.).
 MA1061
 MA1061.The modeled gravity was interpolated from observed gravity values.
 MA1061
 MA1061;                    North         East    Units  Estimated Accuracy
 MA1061;SPC PA N     -   113,810.      475,650.      MT  (+/- 180 meters Scaled)
 MA1061
 MA1061                          SUPERSEDED SURVEY CONTROL
 MA1061
 MA1061  NGVD 29 (??/??/92)  527.123  (m)         1729.40   (f) ADJ UNCH    2 0
 MA1061
 MA1061.Superseded values are not recommended for survey control.
 MA1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1061.See file dsdata.txt to determine how the superseded data were derived.
 MA1061
 MA1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF482604(NAD 83)
 MA1061_MARKER: DR = REFERENCE MARK DISK
 MA1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1061_STAMPING: ALLEN NO 1 1958
 MA1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1061+STABILITY: SURFACE MOTION
 MA1061
 MA1061  HISTORY     - Date     Condition        Report By
 MA1061  HISTORY     - 1958     MONUMENTED       CGS
 MA1061
 MA1061                          STATION DESCRIPTION
 MA1061
 MA1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA1061'1.6 MI W FROM CORSICA.
 MA1061'ABOUT 1.5 MILES WEST ALONG U.S. HIGHWAY 322 FROM THE POST OFFICE
 MA1061'AT CORSICA, THENCE NORTH UP THE HILL, 0.1 MILE ON A PRIVATE
 MA1061'ROAD.  ON A BARE HILL FORMED BY THE STRIP MINNING OPERATION AND
 MA1061'NEAR THE WESTERN SIDE.  A TRIANGULATION STATION REFERENCE MARK
 MA1061'SET IN THE TOP OF A 12-INCH CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1975 ***********************************************************************
 JV1975  DESIGNATION -  ALLEN RM 2
 JV1975  PID         -  JV1975
 JV1975  STATE/COUNTY-  PA/ADAMS
 JV1975  USGS QUAD   -  FAIRFIELD (1994)
 JV1975
 JV1975                         *CURRENT SURVEY CONTROL
 JV1975  ___________________________________________________________________
 JV1975* NAD 83(1986)-  39 46 30.     (N)    077 15 47.     (W)     SCALED    
 JV1975* NAVD 88     -       179.162  (meters)     587.80   (feet)  ADJUSTED  
 JV1975  ___________________________________________________________________
 JV1975  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JV1975  DYNAMIC HT  -         179.066 (meters)     587.49  (feet)  COMP
 JV1975  MODELED GRAV-     980,088.3   (mgal)                       NAVD 88
 JV1975
 JV1975  VERT ORDER  -  SECOND    CLASS 0
 JV1975
 JV1975.The horizontal coordinates were scaled from a topographic map and have
 JV1975.an estimated accuracy of +/- 6 seconds.
 JV1975
 JV1975.The orthometric height was determined by differential leveling
 JV1975.and adjusted by the National Geodetic Survey in June 1991..
 JV1975
 JV1975.The geoid height was determined by GEOID03.
 JV1975
 JV1975.The dynamic height is computed by dividing the NAVD 88
 JV1975.geopotential number by the normal gravity value computed on the
 JV1975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1975.degrees latitude (g = 980.6199 gals.).
 JV1975
 JV1975.The modeled gravity was interpolated from observed gravity values.
 JV1975
 JV1975;                    North         East    Units  Estimated Accuracy
 JV1975;SPC PA S     -    49,160.      641,720.      MT  (+/- 180 meters Scaled)
 JV1975
 JV1975                          SUPERSEDED SURVEY CONTROL
 JV1975
 JV1975  NGVD 29 (??/??/??)  179.354  (m)          588.43   (f) ADJUSTED    2 0
 JV1975
 JV1975.Superseded values are not recommended for survey control.
 JV1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1975.See file dsdata.txt to determine how the superseded data were derived.
 JV1975
 JV1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK061052(NAD 83)
 JV1975_MARKER: DR = REFERENCE MARK DISK
 JV1975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1975_STAMPING: ALLEN NO 2 1966
 JV1975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1975+STABILITY: SURFACE MOTION
 JV1975
 JV1975  HISTORY     - Date     Condition        Report By
 JV1975  HISTORY     - 1966     MONUMENTED       CGS
 JV1975
 JV1975                          STATION DESCRIPTION
 JV1975
 JV1975'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JV1975'4.4 MI S FROM GETTYSBURG.
 JV1975'AT THE ALLEN STATION SITE-- 59.24 FEET WEST OF THE STATION, 18.0
 JV1975'FEET NORTH OF BATTERY K BATTLE MONUMENT, 80.58 FEET NORTHWEST OF
 JV1975'RM 1, 2.0 FEET NORTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE
 JV1975'POST, FLUSH, AND IS ABOUT LEVEL WITH THE STATION.  NOTE-- FOR
 JV1975'DESCRIPTION SEE STATION ALLEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1495 ***********************************************************************
 KV1495  DESIGNATION -  ALLENTOWN
 KV1495  PID         -  KV1495
 KV1495  STATE/COUNTY-  PA/LEHIGH
 KV1495  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV1495
 KV1495                         *CURRENT SURVEY CONTROL
 KV1495  ___________________________________________________________________
 KV1495* NAD 83(1986)-  40 35 00.     (N)    075 28 29.     (W)     SCALED    
 KV1495* NAVD 88     -       113.934  (meters)     373.80   (feet)  ADJUSTED  
 KV1495  ___________________________________________________________________
 KV1495  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 KV1495  DYNAMIC HT  -         113.878 (meters)     373.61  (feet)  COMP
 KV1495  MODELED GRAV-     980,133.5   (mgal)                       NAVD 88
 KV1495
 KV1495  VERT ORDER  -  FIRST     CLASS II
 KV1495
 KV1495.The horizontal coordinates were scaled from a topographic map and have
 KV1495.an estimated accuracy of +/- 6 seconds.
 KV1495
 KV1495.The orthometric height was determined by differential leveling
 KV1495.and adjusted by the National Geodetic Survey in June 1991..
 KV1495
 KV1495.The geoid height was determined by GEOID03.
 KV1495
 KV1495.The dynamic height is computed by dividing the NAVD 88
 KV1495.geopotential number by the normal gravity value computed on the
 KV1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1495.degrees latitude (g = 980.6199 gals.).
 KV1495
 KV1495.The modeled gravity was interpolated from observed gravity values.
 KV1495
 KV1495;                    North         East    Units  Estimated Accuracy
 KV1495;SPC PA S     -   141,280.      792,600.      MT  (+/- 180 meters Scaled)
 KV1495
 KV1495                          SUPERSEDED SURVEY CONTROL
 KV1495
 KV1495  NGVD 29 (??/??/??)  114.149  (m)          374.50   (f) ADJUSTED    1 2
 KV1495
 KV1495.Superseded values are not recommended for survey control.
 KV1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1495.See file dsdata.txt to determine how the superseded data were derived.
 KV1495
 KV1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK598926(NAD 83)
 KV1495_MARKER: DB = BENCH MARK DISK
 KV1495_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1495_SP_SET: CONC BLOCK
 KV1495_STAMPING: 374.504 ALLENTOWN 1932
 KV1495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1495
 KV1495  HISTORY     - Date     Condition        Report By
 KV1495  HISTORY     - 1932     MONUMENTED       CGS
 KV1495  HISTORY     - 1971     GOOD             PADH
 KV1495  HISTORY     - 20020128 GOOD             USPSQD
 KV1495
 KV1495                          STATION DESCRIPTION
 KV1495
 KV1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1495'AT ALLENTOWN.
 KV1495'AT ALLENTOWN, LEHIGH COUNTY, AT GREAT POINT PARK, 0.3 MILE
 KV1495'NORTHWEST OF THE MACK TRUCK CO. PLANT, 400 YARDS EAST OF LEHIGH
 KV1495'STREET, 100 YARDS SOUTHWEST OF A LARGE BRICK DWELLING, 5 YARDS
 KV1495'WEST OF A POINT IN LINE WITH THE CENTER OF A LARGE ELEVATED TANK
 KV1495'AND THE WEST SIDE OF THE CONCRETE CHIMNEY AT THE MACK PLANT, AND
 KV1495'ON THE TOP OF A SMALL HILL COVERED WITH MAPLE TREES.  A STANDARD
 KV1495'DISK, STAMPED 374.504 ALLENTOWN 1932 AND SET IN THE TOP OF A CONCRETE
 KV1495'BLOCK.
 KV1495
 KV1495                          STATION RECOVERY (1971)
 KV1495
 KV1495'RECOVERY NOTE BY PA DEPT OF HIGHWAYS 1971
 KV1495'RECOVERED IN GOOD CONDITION.
 KV1495
 KV1495                          STATION RECOVERY (2002)
 KV1495
 KV1495'RECOVERY NOTE BY US POWER SQUADRON 2002 (NCS)
 KV1495'GREAT POINT PARK NOW CALLED KECK TRIANGLE, AT INTERSECTION OF SOUTH
 KV1495'HOWARD AND KECK STREETS.  CONCRETE CHIMNEY AT THE MACK TRUCK PLANT IS
 KV1495'GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3608 ***********************************************************************
 KV3608  DESIGNATION -  ALLENTOWN AIRWAY BEACON
 KV3608  PID         -  KV3608
 KV3608  STATE/COUNTY-  PA/LEHIGH
 KV3608  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV3608
 KV3608                         *CURRENT SURVEY CONTROL
 KV3608  ___________________________________________________________________
 KV3608* NAD 83(1992)-  40 33 46.73846(N)    075 27 13.25418(W)     ADJUSTED  
 KV3608* NAVD 88     -                                                        
 KV3608  ___________________________________________________________________
 KV3608  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 KV3608  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 KV3608
 KV3608  HORZ ORDER  -  THIRD
 KV3608
 KV3608.The horizontal coordinates were established by classical geodetic methods
 KV3608.and adjusted by the National Geodetic Survey in June 2002..
 KV3608
 KV3608
 KV3608.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3608
 KV3608.The geoid height was determined by GEOID03.
 KV3608
 KV3608;                    North         East     Units Scale Factor Converg.
 KV3608;SPC PA S     -   139,062.889   794,442.188   MT  0.99996141   +1 29 23.4
 KV3608;SPC PA S     -   456,242.16  2,606,432.41   sFT  0.99996141   +1 29 23.4
 KV3608;UTM  18      - 4,490,344.742   461,593.711   MT  0.99961816   -0 17 42.1
 KV3608
 KV3608                          SUPERSEDED SURVEY CONTROL
 KV3608
 KV3608  NAD 83(1996)-  40 33 46.73791(N)    075 27 13.25557(W) AD(       ) 4
 KV3608  NAD 83(1986)-  40 33 46.73531(N)    075 27 13.26050(W) AD(       ) 4
 KV3608  NAD 27      -  40 33 46.37600(N)    075 27 14.60600(W) AD(       ) 3
 KV3608
 KV3608.Superseded values are not recommended for survey control.
 KV3608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3608.See file dsdata.txt to determine how the superseded data were derived.
 KV3608
 KV3608_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6159490345(NAD 83)
 KV3608_MARKER: 22 = AIRWAY BEACON
 KV3608
 KV3608  HISTORY     - Date     Condition        Report By
 KV3608  HISTORY     - 1942     FIRST OBSERVED   CGS
 KV3608  HISTORY     - 19970126 GOOD             USPSQD
 KV3608  HISTORY     - 20020130 MARK NOT FOUND   USPSQD
 KV3608
 KV3608                          STATION DESCRIPTION
 KV3608
 KV3608'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KV3608'THIS INTERSECTION STATION IS THE AIRWAY BEACON LOCATED ABOUT 3 MILES
 KV3608'S OF ALLENTOWN AND 1 MILE NE OF SUMMIT LAWN.  IT IS ON THE W END OF
 KV3608'LEHIGH MOUNTAIN.  A 4-LEGGED STEEL STRUCTURE PAINTED RED AND WHITE
 KV3608'ABOUT 50 FEET HIGH.  POINT OBSERVED UPON WAS THE ROTATING LIGHT.
 KV3608
 KV3608                          STATION RECOVERY (1997)
 KV3608
 KV3608'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV3608'RECOVERED IN GOOD CONDITION.
 KV3608
 KV3608                          STATION RECOVERY (2002)
 KV3608
 KV3608'RECOVERY NOTE BY US POWER SQUADRON 2002 (NCS)
 KV3608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3616 ***********************************************************************
 KV3616  DESIGNATION -  ALLENTOWN B E APT CONTROL TWR
 KV3616  PID         -  KV3616
 KV3616  STATE/COUNTY-  PA/LEHIGH
 KV3616  USGS QUAD   -  CATASAUQUA (1992)
 KV3616
 KV3616                         *CURRENT SURVEY CONTROL
 KV3616  ___________________________________________________________________
 KV3616* NAD 83(1992)-  40 39 12.91106(N)    075 25 57.53642(W)     ADJUSTED  
 KV3616* NAVD 88     -                                                        
 KV3616  ___________________________________________________________________
 KV3616  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 KV3616  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 KV3616
 KV3616  HORZ ORDER  -  THIRD
 KV3616
 KV3616.The horizontal coordinates were established by classical geodetic methods
 KV3616.and adjusted by the National Geodetic Survey in June 2002..
 KV3616
 KV3616
 KV3616.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3616
 KV3616.The geoid height was determined by GEOID03.
 KV3616
 KV3616;                    North         East     Units Scale Factor Converg.
 KV3616;SPC PA S     -   149,166.766   795,958.766   MT  0.99996575   +1 30 12.5
 KV3616;SPC PA S     -   489,391.30  2,611,408.05   sFT  0.99996575   +1 30 12.5
 KV3616;UTM  18      - 4,500,392.994   463,423.665   MT  0.99961647   -0 16 54.7
 KV3616
 KV3616                          SUPERSEDED SURVEY CONTROL
 KV3616
 KV3616  NAD 83(1996)-  40 39 12.91091(N)    075 25 57.53705(W) AD(       ) 4
 KV3616  NAD 83(1986)-  40 39 12.90991(N)    075 25 57.54467(W) AD(       ) 4
 KV3616  NAD 27      -  40 39 12.55300(N)    075 25 58.89000(W) AD(       ) 3
 KV3616
 KV3616.Superseded values are not recommended for survey control.
 KV3616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3616.See file dsdata.txt to determine how the superseded data were derived.
 KV3616
 KV3616_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL6342400393(NAD 83)
 KV3616_MARKER: 58 = CONTROL TOWER
 KV3616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3616+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2002
 KV3616
 KV3616  HISTORY     - Date     Condition        Report By
 KV3616  HISTORY     - 1960     FIRST OBSERVED   CGS
 KV3616  HISTORY     - 1967     GOOD             CGS
 KV3616  HISTORY     - 1977     GOOD             NGS
 KV3616  HISTORY     - 19970129 GOOD             USPSQD
 KV3616  HISTORY     - 20020130 GOOD             USPSQD
 KV3616
 KV3616                          STATION DESCRIPTION
 KV3616
 KV3616'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV3616'THE STATION IS THE RED FLASHING LIGHT AT THE CENTER AND APEX OF
 KV3616'CONTROL TOWER.  LOCATED ABOUT 4-1/2 MILES NORTHEAST OF THE
 KV3616'CENTRAL SECTION OF ALLENTOWN, 0.5 MILE NORTH OF U.S. HIGHWAY 22 AND
 KV3616'NEAR THE SOUTHEAST CORNER OF THE AIRPORT GROUNDS. THE
 KV3616'STRUCTURE IS MOUNTED ON TOP OF THE GLASS ENCLOSED CAB OF A TWO-STORY
 KV3616'200 BY 100 FOOT RED BRICK BUILDING AND THE OVERALL HEIGHT
 KV3616'OF THE STRUCTURE IS APPROXIMATELY 90 FEET.
 KV3616
 KV3616                          STATION RECOVERY (1967)
 KV3616
 KV3616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WTJ)
 KV3616'RECOVERED AS DESCRIBED.
 KV3616
 KV3616                          STATION RECOVERY (1977)
 KV3616
 KV3616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DRM)
 KV3616'STATION RECOVERED AS DESCRIBED IN QUAD 400751 STA. 1005.
 KV3616
 KV3616                          STATION RECOVERY (1997)
 KV3616
 KV3616'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV3616'RECOVERED IN GOOD CONDITION.
 KV3616
 KV3616                          STATION RECOVERY (2002)
 KV3616
 KV3616'RECOVERY NOTE BY US POWER SQUADRON 2002 (NCS)
 KV3616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3611 ***********************************************************************
 KV3611  DESIGNATION -  ALLENTOWN E ALLENTOWN MUN TANK
 KV3611  PID         -  KV3611
 KV3611  STATE/COUNTY-  PA/LEHIGH
 KV3611  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV3611
 KV3611                         *CURRENT SURVEY CONTROL
 KV3611  ___________________________________________________________________
 KV3611* NAD 83(1992)-  40 36 34.44076(N)    075 26 08.12667(W)     ADJUSTED  
 KV3611* NAVD 88     -                                                        
 KV3611  ___________________________________________________________________
 KV3611  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 KV3611  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 KV3611
 KV3611  HORZ ORDER  -  THIRD
 KV3611
 KV3611.The horizontal coordinates were established by classical geodetic methods
 KV3611.and adjusted by the National Geodetic Survey in June 2002..
 KV3611
 KV3611
 KV3611.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3611
 KV3611.The geoid height was determined by GEOID03.
 KV3611
 KV3611;                    North         East     Units Scale Factor Converg.
 KV3611;SPC PA S     -   144,273.867   795,838.154   MT  0.99996333   +1 30 05.7
 KV3611;SPC PA S     -   473,338.51  2,611,012.34   sFT  0.99996333   +1 30 05.7
 KV3611;UTM  18      - 4,495,507.928   463,150.778   MT  0.99961671   -0 17 00.7
 KV3611
 KV3611                          SUPERSEDED SURVEY CONTROL
 KV3611
 KV3611  NAD 83(1996)-  40 36 34.44063(N)    075 26 08.12722(W) AD(       ) 4
 KV3611  NAD 83(1986)-  40 36 34.43885(N)    075 26 08.13443(W) AD(       ) 4
 KV3611  NAD 27      -  40 36 34.08100(N)    075 26 09.48300(W) AD(       ) 3
 KV3611
 KV3611.Superseded values are not recommended for survey control.
 KV3611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3611.See file dsdata.txt to determine how the superseded data were derived.
 KV3611
 KV3611_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6315195508(NAD 83)
 KV3611_MARKER: 53 = ELEVATED TANK
 KV3611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3611+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2002
 KV3611
 KV3611  HISTORY     - Date     Condition        Report By
 KV3611  HISTORY     - 1960     FIRST OBSERVED   CGS
 KV3611  HISTORY     - 1977     GOOD             NGS
 KV3611  HISTORY     - 19970130 GOOD             USPSQD
 KV3611  HISTORY     - 20020128 GOOD             USPSQD
 KV3611
 KV3611                          STATION DESCRIPTION
 KV3611
 KV3611'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV3611'THE STATION IS THE BALL SHAPED VENT AT THE APEX AND CENTER OF THE
 KV3611'WEST ALLENTOWN MUNICIPAL WATER TANK. LOCATED ABOUT 2-1/2
 KV3611'MILES EAST OF THE CENTRAL SECTION OF ALLENTOWN.  THE STRUCTURE IS
 KV3611'CONSTRUCTED OF 4-TUBULOR COLUMNS LEGS WITH A HEMISPHERICAL
 KV3611'ELLIPSODAL TOP AND BOTTOM TANK MOUNTED AT THEIR APEX.  THE STRUCTURE
 KV3611'IS SILVER IN COLOR AND THE OVERALL HEIGHT IS 40 FEET.
 KV3611
 KV3611                          STATION RECOVERY (1977)
 KV3611
 KV3611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DRM)
 KV3611'STATION RECOVERED AS DESCRIBED IN QUAD 400751 STA. 1006.
 KV3611
 KV3611                          STATION RECOVERY (1997)
 KV3611
 KV3611'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV3611'RECOVERED IN GOOD CONDITION.
 KV3611
 KV3611                          STATION RECOVERY (2002)
 KV3611
 KV3611'RECOVERY NOTE BY US POWER SQUADRON 2002 (NCS)
 KV3611'TANK IS NOW PAINTED BLUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3850 ***********************************************************************
 KV3850  DESIGNATION -  ALLENTOWN MUHLENBERG COLL DOME
 KV3850  PID         -  KV3850
 KV3850  STATE/COUNTY-  PA/LEHIGH
 KV3850  USGS QUAD   -  ALLENTOWN WEST (1992)
 KV3850
 KV3850                         *CURRENT SURVEY CONTROL
 KV3850  ___________________________________________________________________
 KV3850* NAD 83(1992)-  40 35 51.30666(N)    075 30 36.49960(W)     ADJUSTED  
 KV3850* NAVD 88     -                                                        
 KV3850  ___________________________________________________________________
 KV3850  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 KV3850  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 KV3850
 KV3850  HORZ ORDER  -  THIRD
 KV3850
 KV3850.The horizontal coordinates were established by classical geodetic methods
 KV3850.and adjusted by the National Geodetic Survey in June 2002..
 KV3850
 KV3850
 KV3850.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3850
 KV3850.The geoid height was determined by GEOID03.
 KV3850
 KV3850;                    North         East     Units Scale Factor Converg.
 KV3850;SPC PA S     -   142,781.167   789,565.246   MT  0.99996278   +1 27 11.5
 KV3850;SPC PA S     -   468,441.21  2,590,431.98   sFT  0.99996278   +1 27 11.5
 KV3850;UTM  18      - 4,494,211.808   456,836.583   MT  0.99962293   -0 19 55.1
 KV3850
 KV3850                          SUPERSEDED SURVEY CONTROL
 KV3850
 KV3850  NAD 83(1996)-  40 35 51.30607(N)    075 30 36.50049(W) AD(       ) 4
 KV3850  NAD 83(1986)-  40 35 51.30347(N)    075 30 36.50770(W) AD(       ) 4
 KV3850  NAD 27      -  40 35 50.94700(N)    075 30 37.84700(W) AD(       ) 3
 KV3850
 KV3850.Superseded values are not recommended for survey control.
 KV3850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3850.See file dsdata.txt to determine how the superseded data were derived.
 KV3850
 KV3850_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK5683794212(NAD 83)
 KV3850_MARKER: 87 = DOME
 KV3850
 KV3850  HISTORY     - Date     Condition        Report By
 KV3850  HISTORY     - 1960     FIRST OBSERVED   CGS
 KV3850  HISTORY     - 1973     GOOD             NGS
 KV3850  HISTORY     - 1977     GOOD             NGS
 KV3850  HISTORY     - 1981     GOOD             NGS
 KV3850  HISTORY     - 19991231 GOOD             USPSQD
 KV3850  HISTORY     - 20051002 GOOD             GEOCAC
 KV3850
 KV3850                          STATION DESCRIPTION
 KV3850
 KV3850'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV3850'THE STATION IS THE SMALL SPIRE SHAPED ORNAMENT AT THE APEX AND CENTER
 KV3850'OF THE MUHLENBERG COLLEGE LIBRARY BUILDING DOME.  LOCATED IN
 KV3850'WEST ALLENTOWN AND IN THE CENTRAL PART OF THE COLLEGE YARD.  THE DOME
 KV3850'IS APPROXIMATELY 15 FEET IN DIAMETER WITH A CLOCK IN THE
 KV3850'NORTH AND SOUTH SIDES AND A SMALL SPIRE AT THE APEX AND CENTER.  THE
 KV3850'TOP OF THE DOME IS GOLD IN COLOR AND THE SIDES ARE WHITE.  IT IS
 KV3850'MOUNTED ON THE SOUTH, CENTER, END OF THE BUILDING.  THE OVERALL
 KV3850'HEIGHT OF THE STRUCTURE IS APPROXIMATELY 100 FEET.
 KV3850
 KV3850                          STATION RECOVERY (1973)
 KV3850
 KV3850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 KV3850'RECOVERED AS DESCRIBED IN THE 1960 DESCRIPTION.
 KV3850'
 KV3850'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN ALLENTOWN
 KV3850
 KV3850                          STATION RECOVERY (1977)
 KV3850
 KV3850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DRM)
 KV3850'STATION RECOVERED AS DESCRIBED IN QUAD 400754 STA. 1003.
 KV3850
 KV3850                          STATION RECOVERY (1981)
 KV3850
 KV3850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RGP)
 KV3850'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KV3850
 KV3850                          STATION RECOVERY (1999)
 KV3850
 KV3850'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV3850'RECOVERED IN GOOD CONDITION.
 KV3850
 KV3850                          STATION RECOVERY (2005)
 KV3850
 KV3850'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 KV3850'THE FORMER LIBRARY IS NOW THE HAAS COLLEGE CENTER, HOUSING
 KV3850'ADMINISTRATIVE OFFICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3606 ***********************************************************************
 KV3606  DESIGNATION -  ALLENTOWN PA P AND L BLDG FLAG
 KV3606  PID         -  KV3606
 KV3606  STATE/COUNTY-  PA/LEHIGH
 KV3606  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV3606
 KV3606                         *CURRENT SURVEY CONTROL
 KV3606  ___________________________________________________________________
 KV3606* NAD 83(1992)-  40 36 05.01349(N)    075 28 33.05767(W)     ADJUSTED  
 KV3606* NAVD 88     -                                                        
 KV3606  ___________________________________________________________________
 KV3606  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 KV3606  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 KV3606
 KV3606  HORZ ORDER  -  THIRD
 KV3606
 KV3606.The horizontal coordinates were established by classical geodetic methods
 KV3606.and adjusted by the National Geodetic Survey in June 2002..
 KV3606
 KV3606
 KV3606.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3606
 KV3606.The geoid height was determined by GEOID03.
 KV3606
 KV3606;                    North         East     Units Scale Factor Converg.
 KV3606;SPC PA S     -   143,277.982   792,455.726   MT  0.99996295   +1 28 31.6
 KV3606;SPC PA S     -   470,071.18  2,599,915.16   sFT  0.99996295   +1 28 31.6
 KV3606;UTM  18      - 4,494,618.199   459,740.145   MT  0.99961995   -0 18 34.9
 KV3606
 KV3606                          SUPERSEDED SURVEY CONTROL
 KV3606
 KV3606  NAD 83(1996)-  40 36 05.01304(N)    075 28 33.05828(W) AD(       ) 4
 KV3606  NAD 83(1986)-  40 36 05.01108(N)    075 28 33.06559(W) AD(       ) 4
 KV3606  NAD 27      -  40 36 04.65400(N)    075 28 34.40700(W) AD(       ) 3
 KV3606
 KV3606.Superseded values are not recommended for survey control.
 KV3606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3606.See file dsdata.txt to determine how the superseded data were derived.
 KV3606
 KV3606_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK5974094618(NAD 83)
 KV3606_MARKER: 62 = FLAGPOLE
 KV3606
 KV3606  HISTORY     - Date     Condition        Report By
 KV3606  HISTORY     - 1960     FIRST OBSERVED   CGS
 KV3606  HISTORY     - 1973     GOOD             NGS
 KV3606  HISTORY     - 1977     GOOD             NGS
 KV3606  HISTORY     - 1981     GOOD             NGS
 KV3606  HISTORY     - 19991231 GOOD             USPSQD
 KV3606  HISTORY     - 20051002 GOOD             GEOCAC
 KV3606
 KV3606                          STATION DESCRIPTION
 KV3606
 KV3606'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV3606'THE STATION IS THE TOP OF THE FLAG POLE AT THE APEX AND CENTER OF THE
 KV3606'PENNSYLVANIA POWER AND LIGHT CO., BUILDING.  LOCATED IN THE
 KV3606'NORTHWEST ANGLE OF THE INTERSECTION OF HAMLIN AND SOUTH NINTH STREETS
 KV3606'IN THE CENTRAL SECTION OF ALLENTOWN.  IT IS MOUNTED AT THE
 KV3606'APEX AND CENTER OF A 22 STORY, GRAY STONE BUILDING WHICH IS ABOUT 135
 KV3606'FOOT SQUARE AT THE BASE.  THE OVERALL HEIGHT OF THE STRUCTURE
 KV3606'IS APPROXIMATELY 280 FEET.
 KV3606'
 KV3606'LOCATED IN 1929.
 KV3606
 KV3606                          STATION RECOVERY (1973)
 KV3606
 KV3606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 KV3606'RECOVERED AS DESCRIBED IN THE 1960 DESCRIPTION.  THIS STATION WAS
 KV3606'FORMERLY KNOWN AS ALLENTOWN, PENNSYLVANIA POWER AND LIGHT CO.
 KV3606'BUILDING FLAG POLE.
 KV3606'
 KV3606'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN ALLENTOWN
 KV3606
 KV3606                          STATION RECOVERY (1977)
 KV3606
 KV3606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DRM)
 KV3606'STATION RECOVERED AS DESCRIBED.
 KV3606
 KV3606                          STATION RECOVERY (1981)
 KV3606
 KV3606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RGP)
 KV3606'THIS STATION WAS NOT VISITED AT THIS DATE, HOWEVER IT WAS INTERSECTED
 KV3606'FROM STATION SNELLING 1960.
 KV3606
 KV3606                          STATION RECOVERY (1999)
 KV3606
 KV3606'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV3606'RECOVERED IN GOOD CONDITION.
 KV3606
 KV3606                          STATION RECOVERY (2005)
 KV3606
 KV3606'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 KV3606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3609 ***********************************************************************
 KV3609  DESIGNATION -  ALLENTOWN PHOEBE HOME SPIRE
 KV3609  PID         -  KV3609
 KV3609  STATE/COUNTY-  PA/LEHIGH
 KV3609  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV3609
 KV3609                         *CURRENT SURVEY CONTROL
 KV3609  ___________________________________________________________________
 KV3609* NAD 83(1992)-  40 35 54.69639(N)    075 29 56.73960(W)     ADJUSTED  
 KV3609* NAVD 88     -                                                        
 KV3609  ___________________________________________________________________
 KV3609  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 KV3609  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 KV3609
 KV3609  HORZ ORDER  -  THIRD
 KV3609
 KV3609.The horizontal coordinates were established by classical geodetic methods
 KV3609.and adjusted by the National Geodetic Survey in June 2002..
 KV3609
 KV3609
 KV3609.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3609
 KV3609.The geoid height was determined by GEOID03.
 KV3609
 KV3609;                    North         East     Units Scale Factor Converg.
 KV3609;SPC PA S     -   142,909.455   790,497.100   MT  0.99996282   +1 27 37.3
 KV3609;SPC PA S     -   468,862.10  2,593,489.24   sFT  0.99996282   +1 27 37.3
 KV3609;UTM  18      - 4,494,310.971   457,771.662   MT  0.99962195   -0 19 29.3
 KV3609
 KV3609                          SUPERSEDED SURVEY CONTROL
 KV3609
 KV3609  NAD 83(1996)-  40 35 54.69577(N)    075 29 56.74042(W) AD(       ) 4
 KV3609  NAD 83(1986)-  40 35 54.69369(N)    075 29 56.74768(W) AD(       ) 4
 KV3609  NAD 27      -  40 35 54.33600(N)    075 29 58.08500(W) AD(       ) 3
 KV3609
 KV3609.Superseded values are not recommended for survey control.
 KV3609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3609.See file dsdata.txt to determine how the superseded data were derived.
 KV3609
 KV3609_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK5777294311(NAD 83)
 KV3609_MARKER: 89 = SPIRE
 KV3609
 KV3609  HISTORY     - Date     Condition        Report By
 KV3609  HISTORY     - 1960     FIRST OBSERVED   CGS
 KV3609  HISTORY     - 19991231 GOOD             USPSQD
 KV3609
 KV3609                          STATION DESCRIPTION
 KV3609
 KV3609'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV3609'THE STATION IS THE TOP AND CENTER OF THE PHOEBE HOME, SPIRE.  LOCATED
 KV3609'IN THE WEST SECTION OF WEST ALLENTOWN.  IT IS A PYRAMIDAL,
 KV3609'WHITE, SPIRE MOUNTED ON THE APEX AND CENTER OF A BELFRY, AND HAS A
 KV3609'ROD AND WEATHER VANE ON TOP.  THE BELFRY AND SPIRE ARE
 KV3609'CONSTRUCTED ON THE SOUTH, CENTER, END OF A LARGE THREE-STORY 200 FEET
 KV3609'SQUARE GRAY STONE BUILDING.  THE OVERALL HEIGHT OF THE
 KV3609'STRUCTURE IS APPROXIMATELY 75 FEET,
 KV3609
 KV3609                          STATION RECOVERY (1999)
 KV3609
 KV3609'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV3609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3621 ***********************************************************************
 KV3621  DESIGNATION -  ALLENTOWN RAD STA WKAP S MAST
 KV3621  PID         -  KV3621
 KV3621  STATE/COUNTY-  PA/LEHIGH
 KV3621  USGS QUAD   -  CATASAUQUA (1992)
 KV3621
 KV3621                         *CURRENT SURVEY CONTROL
 KV3621  ___________________________________________________________________
 KV3621* NAD 83(1992)-  40 37 42.69254(N)    075 29 07.13062(W)     ADJUSTED  
 KV3621* NAVD 88     -                                                        
 KV3621  ___________________________________________________________________
 KV3621  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 KV3621  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 KV3621
 KV3621  HORZ ORDER  -  THIRD
 KV3621
 KV3621.The horizontal coordinates were established by classical geodetic methods
 KV3621.and adjusted by the National Geodetic Survey in June 2002..
 KV3621
 KV3621
 KV3621.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3621
 KV3621.The geoid height was determined by GEOID03.
 KV3621
 KV3621;                    North         East     Units Scale Factor Converg.
 KV3621;SPC PA S     -   146,269.330   791,577.671   MT  0.99996430   +1 28 09.5
 KV3621;SPC PA S     -   479,885.29  2,597,034.41   sFT  0.99996430   +1 28 09.5
 KV3621;UTM  18      - 4,497,634.414   458,955.976   MT  0.99962074   -0 18 57.7
 KV3621
 KV3621                          SUPERSEDED SURVEY CONTROL
 KV3621
 KV3621  NAD 83(1996)-  40 37 42.69252(N)    075 29 07.13081(W) AD(       ) 4
 KV3621  NAD 83(1986)-  40 37 42.69003(N)    075 29 07.14021(W) AD(       ) 4
 KV3621  NAD 27      -  40 37 42.33400(N)    075 29 08.47600(W) AD(       ) 3
 KV3621
 KV3621.Superseded values are not recommended for survey control.
 KV3621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3621.See file dsdata.txt to determine how the superseded data were derived.
 KV3621
 KV3621_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK5895697634(NAD 83)
 KV3621_MARKER: 42 = RADIO/TV MAST
 KV3621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3621+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2002
 KV3621
 KV3621  HISTORY     - Date     Condition        Report By
 KV3621  HISTORY     - 1960     FIRST OBSERVED   CGS
 KV3621  HISTORY     - 1977     GOOD             NGS
 KV3621  HISTORY     - 19970113 GOOD             USPSQD
 KV3621  HISTORY     - 20020130 GOOD             USPSQD
 KV3621
 KV3621                          STATION DESCRIPTION
 KV3621
 KV3621'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV3621'THE STATION IS THE RED FLASHING LIGHT AT THE APEX OF THE RADIO
 KV3621'STATION WKAP, MAST.  LOCATED ABOUT 2.0 MILES NORTH OF THE CENTRAL
 KV3621'SECTION OF ALLENTOWN AND ABOUT 0.1 MILE NORTH-NORTHEAST OF THE
 KV3621'SEVENTH STREET ALLENTOWN INTERCHANGE.  THE STRUCTURE IS
 KV3621'CONSTRUCTED OF LACED STEEL, TRIANGULAR SHAPED WITH 4 BY 4 FOOT SIDES
 KV3621'AND IS SET ON A SWIVAL BASE.  THE STRUCTURE IS PAINTED
 KV3621'ALTERNATELY ORANGE AND WHITE AND THE OVERALL HEIGHT IS APPROXIMATELY
 KV3621'207 FEET.
 KV3621
 KV3621                          STATION RECOVERY (1977)
 KV3621
 KV3621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DRM)
 KV3621'STATION RECOVERED AS DESCRIBED IN QUAD 400751 STA. 1009.
 KV3621
 KV3621                          STATION RECOVERY (1997)
 KV3621
 KV3621'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV3621'RECOVERED IN GOOD CONDITION.
 KV3621
 KV3621                          STATION RECOVERY (2002)
 KV3621
 KV3621'RECOVERY NOTE BY US POWER SQUADRON 2002 (NCS)
 KV3621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3612 ***********************************************************************
 KV3612  DESIGNATION -  ALLENTOWN RADIO STA WFMZ MAST
 KV3612  PID         -  KV3612
 KV3612  STATE/COUNTY-  PA/LEHIGH
 KV3612  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV3612
 KV3612                         *CURRENT SURVEY CONTROL
 KV3612  ___________________________________________________________________
 KV3612* NAD 83(1992)-  40 34 01.93699(N)    075 26 03.40258(W)     ADJUSTED  
 KV3612* NAVD 88     -                                                        
 KV3612  ___________________________________________________________________
 KV3612  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 KV3612  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 KV3612
 KV3612  HORZ ORDER  -  THIRD
 KV3612
 KV3612.The horizontal coordinates were established by classical geodetic methods
 KV3612.and adjusted by the National Geodetic Survey in June 2002..
 KV3612
 KV3612
 KV3612.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3612
 KV3612.The geoid height was determined by GEOID03.
 KV3612
 KV3612;                    North         East     Units Scale Factor Converg.
 KV3612;SPC PA S     -   139,574.426   796,072.501   MT  0.99996156   +1 30 08.7
 KV3612;SPC PA S     -   457,920.43  2,611,781.20   sFT  0.99996156   +1 30 08.7
 KV3612;UTM  18      - 4,490,805.093   463,238.600   MT  0.99961663   -0 16 56.8
 KV3612
 KV3612                          SUPERSEDED SURVEY CONTROL
 KV3612
 KV3612  NAD 83(1996)-  40 34 01.93668(N)    075 26 03.40310(W) AD(       ) 4
 KV3612  NAD 83(1986)-  40 34 01.93426(N)    075 26 03.40878(W) AD(       ) 4
 KV3612  NAD 27      -  40 34 01.57500(N)    075 26 04.75700(W) AD(       ) 3
 KV3612
 KV3612.Superseded values are not recommended for survey control.
 KV3612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3612.See file dsdata.txt to determine how the superseded data were derived.
 KV3612
 KV3612_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6323990805(NAD 83)
 KV3612_MARKER: 42 = RADIO/TV MAST
 KV3612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3612+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2002
 KV3612
 KV3612  HISTORY     - Date     Condition        Report By
 KV3612  HISTORY     - 1960     FIRST OBSERVED   CGS
 KV3612  HISTORY     - 1977     GOOD             NGS
 KV3612  HISTORY     - 1981     GOOD             NGS
 KV3612  HISTORY     - 19970113 GOOD             USPSQD
 KV3612  HISTORY     - 20020130 GOOD             USPSQD
 KV3612
 KV3612                          STATION DESCRIPTION
 KV3612
 KV3612'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV3612'THE STATION IS THE RED FLASHING LIGHT AT THE APEX AND CENTER OF THE
 KV3612'RADIO STATION WFMZ, MAST.  LOCATED ABOUT 3-1/2 MILES
 KV3612'SOUTH-SOUTHEAST OF THE CENTER SECTION OF ALLENTOWN AND ON A HIGH
 KV3612'TIMBER COVERED RIDGE LOCALLY KNOWN AS STONY RIDGE. IT IS
 KV3612'CONSTRUCTED OF LACED STEEL, 6 BY 6 FEET SQUARE, SET ON A SWIVEL BASE.
 KV3612'THE STRUCTURE IS PAINTED ALTERNATELY ORANGE AND WHITE AND THE
 KV3612'OVERALL HEIGHT IS APPROXIMATELY 465 FEET.
 KV3612
 KV3612                          STATION RECOVERY (1977)
 KV3612
 KV3612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DRM)
 KV3612'STATION RECOVERED AS DESCRIBED IN QUAD 400751 STA. 1010.
 KV3612
 KV3612                          STATION RECOVERY (1981)
 KV3612
 KV3612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RGP)
 KV3612'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KV3612
 KV3612                          STATION RECOVERY (1997)
 KV3612
 KV3612'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV3612'RECOVERED IN GOOD CONDITION.
 KV3612
 KV3612                          STATION RECOVERY (2002)
 KV3612
 KV3612'RECOVERY NOTE BY US POWER SQUADRON 2002 (NCS)
 KV3612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3849 ***********************************************************************
 KV3849  DESIGNATION -  ALLENTOWN RADIO WAEB CEN MAST
 KV3849  PID         -  KV3849
 KV3849  STATE/COUNTY-  PA/LEHIGH
 KV3849  USGS QUAD   -  CEMENTON (1992)
 KV3849
 KV3849                         *CURRENT SURVEY CONTROL
 KV3849  ___________________________________________________________________
 KV3849* NAD 83(1992)-  40 39 36.03853(N)    075 30 48.27008(W)     ADJUSTED  
 KV3849* NAVD 88     -                                                        
 KV3849  ___________________________________________________________________
 KV3849  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 KV3849  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 KV3849
 KV3849  HORZ ORDER  -  THIRD
 KV3849
 KV3849.The horizontal coordinates were established by classical geodetic methods
 KV3849.and adjusted by the National Geodetic Survey in June 2002..
 KV3849
 KV3849
 KV3849.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3849
 KV3849.The geoid height was determined by GEOID03.
 KV3849
 KV3849;                    North         East     Units Scale Factor Converg.
 KV3849;SPC PA S     -   149,703.834   789,113.053   MT  0.99996616   +1 27 03.9
 KV3849;SPC PA S     -   491,153.33  2,588,948.41   sFT  0.99996616   +1 27 03.9
 KV3849;UTM  18      - 4,501,142.837   456,600.372   MT  0.99962318   -0 20 04.3
 KV3849
 KV3849                          SUPERSEDED SURVEY CONTROL
 KV3849
 KV3849  NAD 83(1996)-  40 39 36.03875(N)    075 30 48.27141(W) AD(       ) 4
 KV3849  NAD 83(1986)-  40 39 36.03654(N)    075 30 48.28064(W) AD(       ) 4
 KV3849  NAD 27      -  40 39 35.68400(N)    075 30 49.61800(W) AD(       ) 3
 KV3849
 KV3849.Superseded values are not recommended for survey control.
 KV3849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3849.See file dsdata.txt to determine how the superseded data were derived.
 KV3849
 KV3849_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL5660001143(NAD 83)
 KV3849_MARKER: 42 = RADIO/TV MAST
 KV3849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3849+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2002
 KV3849
 KV3849  HISTORY     - Date     Condition        Report By
 KV3849  HISTORY     - 1960     FIRST OBSERVED   CGS
 KV3849  HISTORY     - 1977     GOOD             NGS
 KV3849  HISTORY     - 19970113 GOOD             USPSQD
 KV3849  HISTORY     - 20020130 GOOD             USPSQD
 KV3849
 KV3849                          STATION DESCRIPTION
 KV3849
 KV3849'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV3849'THE STATION IS THE FLASHING RED LIGHT MOUNTED AT THE APEX AT THE
 KV3849'CENTER MAST OF FIVE OF RADIO STATION WAEB.  LOCATED ABOUT
 KV3849'4-1/2 MILES NORTH-NORTHWEST OF THE CENTER OF ALLENTOWN AND ABOUT 0.3
 KV3849'MILE WEST OF STATE HIGHWAY 145.  IT IS A TRIANGULAR SHAPED
 KV3849'STRUCTURE OF LACED STEEL, MOUNTED ON A SWIVEL BASE, SET IN A CONCRETE
 KV3849'PILLAR.  THE STRUCTURE IS ALTERNATELY PAINTED ORANGE AND WHITE AND
 KV3849'THE OVERALL HEIGHT IS APPROXIMATELY 325 FEET.  THE MASTS ARE SET IN A
 KV3849'NORTHWEST-SOUTHEAST DIRECTION 328.5 FEET APART.
 KV3849
 KV3849                          STATION RECOVERY (1977)
 KV3849
 KV3849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DRM)
 KV3849'STATION RECOVERED AS DESCRIBED IN QUAD 400754 STA 1004.
 KV3849
 KV3849                          STATION RECOVERY (1997)
 KV3849
 KV3849'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV3849'RECOVERED IN GOOD CONDITION.
 KV3849
 KV3849                          STATION RECOVERY (2002)
 KV3849
 KV3849'RECOVERY NOTE BY US POWER SQUADRON 2002 (NCS)
 KV3849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3622 ***********************************************************************
 KV3622  DESIGNATION -  ALLENTOWN RADIO WSAN CEN MAST
 KV3622  PID         -  KV3622
 KV3622  STATE/COUNTY-  PA/LEHIGH
 KV3622  USGS QUAD   -  CATASAUQUA (1992)
 KV3622
 KV3622                         *CURRENT SURVEY CONTROL
 KV3622  ___________________________________________________________________
 KV3622* NAD 83(1992)-  40 38 12.93842(N)    075 29 02.62274(W)     ADJUSTED  
 KV3622* NAVD 88     -                                                        
 KV3622  ___________________________________________________________________
 KV3622  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 KV3622  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 KV3622
 KV3622  HORZ ORDER  -  THIRD
 KV3622
 KV3622.The horizontal coordinates were established by classical geodetic methods
 KV3622.and adjusted by the National Geodetic Survey in June 2002..
 KV3622
 KV3622
 KV3622.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3622
 KV3622.The geoid height was determined by GEOID03.
 KV3622
 KV3622;                    North         East     Units Scale Factor Converg.
 KV3622;SPC PA S     -   147,204.681   791,659.640   MT  0.99996477   +1 28 12.5
 KV3622;SPC PA S     -   482,954.02  2,597,303.34   sFT  0.99996477   +1 28 12.5
 KV3622;UTM  18      - 4,498,566.437   459,067.008   MT  0.99962062   -0 18 54.9
 KV3622
 KV3622                          SUPERSEDED SURVEY CONTROL
 KV3622
 KV3622  NAD 83(1996)-  40 38 12.93826(N)    075 29 02.62323(W) AD(       ) 4
 KV3622  NAD 83(1986)-  40 38 12.93603(N)    075 29 02.63213(W) AD(       ) 4
 KV3622  NAD 27      -  40 38 12.58100(N)    075 29 03.97400(W) AD(       ) 3
 KV3622
 KV3622.Superseded values are not recommended for survey control.
 KV3622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3622.See file dsdata.txt to determine how the superseded data were derived.
 KV3622
 KV3622_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK5906798566(NAD 83)
 KV3622_MARKER: 42 = RADIO/TV MAST
 KV3622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3622+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2002
 KV3622
 KV3622  HISTORY     - Date     Condition        Report By
 KV3622  HISTORY     - 1960     FIRST OBSERVED   CGS
 KV3622  HISTORY     - 1977     GOOD             NGS
 KV3622  HISTORY     - 19970113 GOOD             USPSQD
 KV3622  HISTORY     - 20020130 GOOD             USPSQD
 KV3622
 KV3622                          STATION DESCRIPTION
 KV3622
 KV3622'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV3622'THE STATION IS THE RED FLASHING LIGHT AT THE APEX OF THE CENTER MAST
 KV3622'OF THREE OF ALLENTOWN RADIO STATION WSAN MASTS.  LOCATED
 KV3622'ABOUT 2-1/2 MILES NORTH OF THE CENTER OF ALLENTOWN, ABOUT 1/2 MILE
 KV3622'NORTH OF U.S. HIGHWAY 22 AND ABOUT 1/4 MILE EAST OF STATE
 KV3622'HIGHWAY 145.  THE MASTS ARE ABOUT 100 FEET APART AND RUN NORTHWEST
 KV3622'AND SOUTHEAST.  THE STRUCTURE IS OF 4-CHANNEL IRON LEGS AND
 KV3622'LACED STEEL STRUCTURE WITH A FLASHING RED LIGHT MOUNTED AT THE APEX.
 KV3622'THE BASE OF THE STRUCTURE IS 7 FEET SQUARE AND THE LEGS ARE
 KV3622'MOUNTED IN 3X3 FEET CONCRETE PILLARS.  THE STRUCTURE IS
 KV3622'ALTERNATELY PAINTED ORANGE AND WHITE AND THE OVERALL HEIGHT IS
 KV3622'APPROXIMATELY 186 FEET.
 KV3622
 KV3622                          STATION RECOVERY (1977)
 KV3622
 KV3622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DRM)
 KV3622'RECOVERED AS DESCRIBED IN QUAD 400751 STA 1011.
 KV3622
 KV3622                          STATION RECOVERY (1997)
 KV3622
 KV3622'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV3622'RECOVERED IN GOOD CONDITION.
 KV3622
 KV3622                          STATION RECOVERY (2002)
 KV3622
 KV3622'RECOVERY NOTE BY US POWER SQUADRON 2002 (NCS)
 KV3622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3614 ***********************************************************************
 KV3614  DESIGNATION -  ALLENTOWN TV STA WLEV MAST
 KV3614  PID         -  KV3614
 KV3614  STATE/COUNTY-  PA/LEHIGH
 KV3614  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV3614
 KV3614                         *CURRENT SURVEY CONTROL
 KV3614  ___________________________________________________________________
 KV3614* NAD 83(1992)-  40 35 54.70244(N)    075 25 12.22729(W)     ADJUSTED  
 KV3614* NAVD 88     -                                                        
 KV3614  ___________________________________________________________________
 KV3614  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 KV3614  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 KV3614
 KV3614  HORZ ORDER  -  THIRD
 KV3614
 KV3614.The horizontal coordinates were established by classical geodetic methods
 KV3614.and adjusted by the National Geodetic Survey in June 2002..
 KV3614
 KV3614
 KV3614.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3614
 KV3614.The geoid height was determined by GEOID03.
 KV3614
 KV3614;                    North         East     Units Scale Factor Converg.
 KV3614;SPC PA S     -   143,083.113   797,184.083   MT  0.99996282   +1 30 41.9
 KV3614;SPC PA S     -   469,431.85  2,615,428.11   sFT  0.99996282   +1 30 41.9
 KV3614;UTM  18      - 4,494,276.253   464,458.508   MT  0.99961555   -0 16 24.1
 KV3614
 KV3614                          SUPERSEDED SURVEY CONTROL
 KV3614
 KV3614  NAD 83(1996)-  40 35 54.70225(N)    075 25 12.22816(W) AD(       ) 4
 KV3614  NAD 83(1986)-  40 35 54.70044(N)    075 25 12.23406(W) AD(       ) 4
 KV3614  NAD 27      -  40 35 54.34200(N)    075 25 13.58400(W) AD(       ) 3
 KV3614
 KV3614.Superseded values are not recommended for survey control.
 KV3614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3614.See file dsdata.txt to determine how the superseded data were derived.
 KV3614
 KV3614_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6445994276(NAD 83)
 KV3614_MARKER: 42 = RADIO/TV MAST
 KV3614
 KV3614  HISTORY     - Date     Condition        Report By
 KV3614  HISTORY     - 1960     FIRST OBSERVED   CGS
 KV3614  HISTORY     - 1973     GOOD             NGS
 KV3614  HISTORY     - 19970113 GOOD             USPSQD
 KV3614  HISTORY     - 20010331 GOOD             NGS
 KV3614
 KV3614                          STATION DESCRIPTION
 KV3614
 KV3614'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV3614'THE STATION IS THE RED FLASHING LIGHT AT THE APEX OF THE TV STATION
 KV3614'WLEV CHANNEL 51 MAST. LOCATED ON A HIGH PROMINENT HILL
 KV3614'ABOUT 1.0 MILE EAST OF ALLENTOWN. THE STRUCTURE IS OF FOUR STEEL
 KV3614'CHANNEL IRON LEGS, ABOUT 15 FOOT SQUARE AT THE BASE MOUNTED
 KV3614'ON 2 BY 2 FOOT SQUARE CONCRETE PILLARS. THE STRUCTURE IS OF LACED
 KV3614'STEEL WITH A POLE TYPE ANTENNA MOUNTED AT ITS APEX, AND IS
 KV3614'PAINTED ALTERNATELY ORANGE AND WHITE. THE MAST IS APPROXIMATELY 130.0
 KV3614'FEET, THE POLE TYPE ANTENNA IS APPROXIMATELY 30.0 FEET, THE
 KV3614'OVERALL HEIGHT IS APPROXIMATELY 160.0 FEET.  NOTE AT THIS
 KV3614'DATE THE STATION HAS BEEN ABANDONED AND IN THE NEAR FUTURE MAY BE
 KV3614'DISMANTLED.
 KV3614
 KV3614                          STATION RECOVERY (1973)
 KV3614
 KV3614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 KV3614'RECOVERED AS DESCRIBED IN THE 1960 DESCRIPTION.
 KV3614'
 KV3614'THIS STATION WAS FORMERLY KNOWN AS ALLENTOWN TV STATION WLEV MAST.
 KV3614'
 KV3614'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN ALLENTOWN
 KV3614
 KV3614                          STATION RECOVERY (1997)
 KV3614
 KV3614'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV3614'RECOVERED IN GOOD CONDITION.
 KV3614
 KV3614                          STATION RECOVERY (2001)
 KV3614
 KV3614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV3614'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2118 ***********************************************************************
 KX2118  DESIGNATION -  ALLISON PARK RADIO KDKA MAST
 KX2118  PID         -  KX2118
 KX2118  STATE/COUNTY-  PA/ALLEGHENY
 KX2118  USGS QUAD   -  GLENSHAW (1993)
 KX2118
 KX2118                         *CURRENT SURVEY CONTROL
 KX2118  ___________________________________________________________________
 KX2118* NAD 83(1992)-  40 33 33.74408(N)    079 57 09.75701(W)     ADJUSTED  
 KX2118* NAVD 88     -                                                        
 KX2118  ___________________________________________________________________
 KX2118  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 KX2118  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KX2118
 KX2118  HORZ ORDER  -  THIRD
 KX2118
 KX2118.The horizontal coordinates were established by classical geodetic methods
 KX2118.and adjusted by the National Geodetic Survey in June 2002..
 KX2118
 KX2118
 KX2118.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2118
 KX2118.The geoid height was determined by GEOID03.
 KX2118
 KX2118;                    North         East     Units Scale Factor Converg.
 KX2118;SPC PA S     -   138,460.301   413,472.454   MT  0.99996129   -1 25 44.8
 KX2118;SPC PA S     -   454,265.17  1,356,534.21   sFT  0.99996129   -1 25 44.8
 KX2118;UTM  17      - 4,490,372.132   588,663.387   MT  0.99969676   +0 40 51.7
 KX2118
 KX2118                          SUPERSEDED SURVEY CONTROL
 KX2118
 KX2118  NAD 83(1995)-  40 33 33.74576(N)    079 57 09.75945(W) AD(       ) 4
 KX2118  NAD 83(1986)-  40 33 33.74930(N)    079 57 09.76494(W) AD(       ) 4
 KX2118  NAD 27      -  40 33 33.50300(N)    079 57 10.59000(W) AD(       ) 3
 KX2118
 KX2118.Superseded values are not recommended for survey control.
 KX2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2118.See file dsdata.txt to determine how the superseded data were derived.
 KX2118
 KX2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE8866390372(NAD 83)
 KX2118_MARKER: 42 = RADIO/TV MAST
 KX2118
 KX2118  HISTORY     - Date     Condition        Report By
 KX2118  HISTORY     - 1958     FIRST OBSERVED   CGS
 KX2118
 KX2118                          STATION DESCRIPTION
 KX2118
 KX2118'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2118'THE STATION IS THE LIGHT ATOP A MAST WHICH IS LOCATED ABOUT 0.5 MILE
 KX2118'EAST-SOUTHEAST OF ALLISON PARK AND ABOUT 0.4 MILE EAST OF
 KX2118'STATE HIGHWAY 8.
 KX2118'
 KX2118'THE MAST IS A TALL, SLENDER, RED AND WHITE PAINTED, GUYED THREE
 KX2118'LEGGED STEEL STRUCTURE WHICH IS 718 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1949 ***********************************************************************
 KX1949  DESIGNATION -  ALLY
 KX1949  PID         -  KX1949
 KX1949  STATE/COUNTY-  PA/INDIANA
 KX1949  USGS QUAD   -  INDIANA (1981)
 KX1949
 KX1949                         *CURRENT SURVEY CONTROL
 KX1949  ___________________________________________________________________
 KX1949* NAD 83(1992)-  40 35 25.39776(N)    079 09 35.08527(W)     ADJUSTED  
 KX1949* NAVD 88     -       369.5    (meters)    1212.     (feet)  VERTCON   
 KX1949  ___________________________________________________________________
 KX1949  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 KX1949  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KX1949
 KX1949  HORZ ORDER  -  SECOND
 KX1949
 KX1949.The horizontal coordinates were established by classical geodetic methods
 KX1949.and adjusted by the National Geodetic Survey in June 2002..
 KX1949
 KX1949.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX1949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX1949
 KX1949.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1949
 KX1949.The geoid height was determined by GEOID03.
 KX1949
 KX1949;                    North         East     Units Scale Factor Converg.
 KX1949;SPC PA S     -   140,530.366   480,669.077   MT  0.99996246   -0 54 52.7
 KX1949;SPC PA S     -   461,056.71  1,576,995.13   sFT  0.99996246   -0 54 52.7
 KX1949;UTM  17      - 4,494,915.367   655,726.509   MT  0.99989851   +1 11 51.3
 KX1949
 KX1949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX1949!SPC PA S     -   0.99994718  x   0.99996246  =   0.99990965
 KX1949!UTM  17      -   0.99994718  x   0.99989851  =   0.99984570
 KX1949
 KX1949|---------------------------------------------------------------------|
 KX1949| PID    Reference Object                     Distance      Geod. Az  |
 KX1949|                                                           dddmmss.s |
 KX1949| CX3131 ALLY RM 1                             7.927 METERS 17032     |
 KX1949| CX3132 ALLY RM 2                             5.835 METERS 27939     |
 KX1949| CX3130 ALLY AZ MK                                         3405851.4 |
 KX1949|---------------------------------------------------------------------|
 KX1949
 KX1949                          SUPERSEDED SURVEY CONTROL
 KX1949
 KX1949  NAD 83(1986)-  40 35 25.40176(N)    079 09 35.09434(W) AD(       ) 2
 KX1949  NAD 27      -  40 35 25.15856(N)    079 09 35.97237(W) AD(       ) 2
 KX1949  NGVD 29 (07/19/86)  369.7    (m)         1213.     (f) VERT ANG       
 KX1949
 KX1949.Superseded values are not recommended for survey control.
 KX1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1949.See file dsdata.txt to determine how the superseded data were derived.
 KX1949
 KX1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE5572794915(NAD 83)
 KX1949_MARKER: DE = TRAVERSE STATION DISK
 KX1949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1949
 KX1949  HISTORY     - Date     Condition        Report By
 KX1949  HISTORY     - 1967     MONUMENTED       CGS
 KX1949  HISTORY     - 1976     GOOD             PADT
 KX1949  HISTORY     - 20050901 MARK NOT FOUND   PADT
 KX1949
 KX1949                          STATION DESCRIPTION
 KX1949
 KX1949'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX1949'THE STATION IS LOCATED ABOUT 3.5 MILES NORTH OF HOMER CITY, 2 MILES
 KX1949'SOUTH OF INDIANA, 0.1 MILE EAST OF U.S. HIGHWAY 119 AND 270 FEET
 KX1949'NORTHEAST OF THE RIDGE LANES BOWLING ALLEY.  THE PROPERTY IS OWNED BY
 KX1949'MR. L. BENNETT.
 KX1949'
 KX1949'TO REACH THE STATION FROM THE POST OFFICE IN INDIANA, GO SOUTH ON
 KX1949'U.S. HIGHWAY 119 FOR 2.15 MILES TO STUTZMAN ROAD
 KX1949'ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTH ON U.S.
 KX1949'HIGHWAY 119 FOR 0.15 MILE TO A CROSSROADS, CONTINUE SOUTH ON
 KX1949'U.S. HIGHWAY 119 FOR 0.3 MILE TO A SIDE ROAD ON THE RIGHT AND THE
 KX1949'ENTRANCE TO THE BOWLING ALLEY ON THE LEFT, TURN LEFT AND GO
 KX1949'EAST FOR 0.1 MILE TO A T-FENCE CORNER AND THE STATION, ON THE HIGHEST
 KX1949'POINT OF HILL.
 KX1949'
 KX1949'THE STATION MARK IS 5 FEET SOUTHWEST OF THE T-FENCE CORNER, 4.2 FEET
 KX1949'SOUTH OF A METAL WITNESS POST AND 4 FEET WEST OF THE
 KX1949'NORTH-SOUTH FENCE LINE.  THE MARK IS A STANDARD TRAVERSE DISK SET IN
 KX1949'THE TOP OF A SQUARE CONCRETE POST PROJECTING 1-INCH AND IS
 KX1949'STAMPED ALLY 1967.
 KX1949'
 KX1949'REFERENCE MARK NO. 1 IS 30.2 FEET SOUTH OF A METAL WITNESS POST, 29
 KX1949'FEET SOUTH OF A T-FENCE CORNER AND 1-FOOT WEST OF A
 KX1949'NORTH-SOUTH FENCELINE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF
 KX1949'A SQUARE CONCRETE POST PROJECTING 5 INCHES AND IS STAMPED ALLY
 KX1949'NO 1 1967.
 KX1949'
 KX1949'REFERENCE MARK NO. 2 IS 23 FEET WEST OF A T-FENCE CORNER, 17.5 FEET
 KX1949'WEST OF A METAL WITNESS POST AND 1-FOOT SOUTH OF A
 KX1949'EAST-WEST FENCELINE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A
 KX1949'SQUARE CONCRETE POST PROJECTING 5 INCHES AND IS STAMPED ALLY
 KX1949'NO 2 1967.
 KX1949'
 KX1949'THE AZIMUTH MARK IS 15 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND
 KX1949'TRAFFIC LANE OF U.S. HIGHWAY 119, 4 FEET EAST-NORTHEAST OF
 KX1949'THE SOUTH END OF THE GUARD RAIL AND 3.8 FEET EAST OF A METAL WITNESS
 KX1949'POST.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 KX1949'THE TOP OF A CONCRETE CATCH-BASIN AND IS STAMPED ALLY 1967.
 KX1949'
 KX1949'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KX1949
 KX1949                          STATION RECOVERY (1976)
 KX1949
 KX1949'RECOVERY NOTE BY PA DEPT OF TRANSP 1976 (DH)
 KX1949'ALLY 1967 RECOVERED GOOD.
 KX1949'
 KX1949'ALLY NO. 1 RECOVERED GOOD.
 KX1949'
 KX1949'ALLY NO. 2 1967 RECOVERED GOOD.
 KX1949'
 KX1949'ALLY 1967 AZI. MK. RECOVERED GOOD.
 KX1949'
 KX1949'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES NORTH OF HOMER
 KX1949'CITY.
 KX1949
 KX1949                          STATION RECOVERY (2005)
 KX1949
 KX1949'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 KX1949'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2028 ***********************************************************************
 KX2028  DESIGNATION -  ALTMAN
 KX2028  PID         -  KX2028
 KX2028  STATE/COUNTY-  PA/WESTMORELAND
 KX2028  USGS QUAD   -  GREENSBURG (1993)
 KX2028
 KX2028                         *CURRENT SURVEY CONTROL
 KX2028  ___________________________________________________________________
 KX2028* NAD 83(1992)-  40 17 47.49675(N)    079 37 20.85842(W)     ADJUSTED  
 KX2028* NAVD 88     -       426.     (meters)    1398.     (feet)  SCALED    
 KX2028  ___________________________________________________________________
 KX2028  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 KX2028  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 KX2028
 KX2028  HORZ ORDER  -  THIRD
 KX2028
 KX2028.The horizontal coordinates were established by classical geodetic methods
 KX2028.and adjusted by the National Geodetic Survey in June 2002..
 KX2028
 KX2028.The orthometric height was scaled from a topographic map.
 KX2028
 KX2028.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2028
 KX2028.The geoid height was determined by GEOID03.
 KX2028
 KX2028;                    North         East     Units Scale Factor Converg.
 KX2028;SPC PA S     -   108,635.530   440,814.951   MT  0.99996310   -1 12 53.4
 KX2028;SPC PA S     -   356,415.07  1,446,240.39   sFT  0.99996310   -1 12 53.4
 KX2028;UTM  17      - 4,461,579.988   617,078.007   MT  0.99976873   +0 53 27.7
 KX2028
 KX2028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2028!SPC PA S     -   0.99993840  x   0.99996310  =   0.99990150
 KX2028!UTM  17      -   0.99993840  x   0.99976873  =   0.99970714
 KX2028
 KX2028:                Primary Azimuth Mark                     Grid Az
 KX2028:SPC PA S     -  KEPPLE                                   021 35 56.8
 KX2028:UTM  17      -  KEPPLE                                   019 29 35.7
 KX2028
 KX2028|---------------------------------------------------------------------|
 KX2028| PID    Reference Object                     Distance      Geod. Az  |
 KX2028|                                                           dddmmss.s |
 KX2028| KX2027 KEPPLE                              APPROX. 8.8 KM 0202303.4 |
 KX2028|---------------------------------------------------------------------|
 KX2028
 KX2028                          SUPERSEDED SURVEY CONTROL
 KX2028
 KX2028  NAD 83(1986)-  40 17 47.49979(N)    079 37 20.86492(W) AD(       ) 3
 KX2028  NAD 27      -  40 17 47.25032(N)    079 37 21.70789(W) AD(       ) 3
 KX2028
 KX2028.Superseded values are not recommended for survey control.
 KX2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2028.See file dsdata.txt to determine how the superseded data were derived.
 KX2028
 KX2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE1707861580(NAD 83)
 KX2028_MARKER: DD = SURVEY DISK
 KX2028_SETTING: 0 = UNSPECIFIED SETTING
 KX2028_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX2028
 KX2028  HISTORY     - Date     Condition        Report By
 KX2028  HISTORY     - 1899     MONUMENTED       USGS
 KX2028
 KX2028                          STATION DESCRIPTION
 KX2028
 KX2028'DESCRIBED BY US GEOLOGICAL SURVEY 1899 (SSG)
 KX2028'ABOUT 5.0 MI SW. OF GREENSBURG AND 1.0 MI S. OF OLD GRAPEVILLE, ON
 KX2028'FLAT CLEARED HILL WITH FRINGE OF TIMBER ON NORTHERN SIDE, ON LAND
 KX2028'OWNED BY JOHN C. ALTMAN.
 KX2028'
 KX2028'STATION MARK--  STONE POST 44 BY 8 BY 8-IN. SET 42 IN. IN GROUND, IN
 KX2028'CENTER OF TOP OF WHICH IS CEMENTED A STANDARD DISK
 KX2028'MARKED---U S GEOLOGICAL SURVEY-PENNSYLVANIA---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2318 ***********************************************************************
 MA2318  DESIGNATION -  ALTON
 MA2318  PID         -  MA2318
 MA2318  STATE/COUNTY-  PA/MCKEAN
 MA2318  USGS QUAD   -  LEWIS RUN (1983)
 MA2318
 MA2318                         *CURRENT SURVEY CONTROL
 MA2318  ___________________________________________________________________
 MA2318* NAD 83(1992)-  41 47 51.11806(N)    078 38 24.64015(W)     ADJUSTED  
 MA2318* NAVD 88     -       653.90   (+/-2cm)    2145.3    (feet)  VERTCON   
 MA2318  ___________________________________________________________________
 MA2318  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 MA2318  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 MA2318
 MA2318  HORZ ORDER  -  SECOND
 MA2318  VERT ORDER  -  THIRD ? (See Below)
 MA2318
 MA2318.The horizontal coordinates were established by classical geodetic methods
 MA2318.and adjusted by the National Geodetic Survey in June 2002..
 MA2318
 MA2318.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2318.The vertical order pertains to the NGVD 29 superseded value.
 MA2318
 MA2318.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2318
 MA2318.The geoid height was determined by GEOID03.
 MA2318
 MA2318;                    North         East     Units Scale Factor Converg.
 MA2318;SPC PA N     -   181,497.140   526,017.632   MT  0.99997881   -0 35 20.0
 MA2318;SPC PA N     -   595,461.87  1,725,776.18   sFT  0.99997881   -0 35 20.0
 MA2318;UTM  17      - 4,629,988.737   696,059.442   MT  1.00007304   +1 34 24.0
 MA2318
 MA2318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2318!SPC PA N     -   0.99990244  x   0.99997881  =   0.99988126
 MA2318!UTM  17      -   0.99990244  x   1.00007304  =   0.99997548
 MA2318
 MA2318|---------------------------------------------------------------------|
 MA2318| PID    Reference Object                     Distance      Geod. Az  |
 MA2318|                                                           dddmmss.s |
 MA2318| MA0724 Q 200                               216.252 METERS 00446     |
 MA2318| MA2341 MT JEWETT                           APPROX. 8.4 KM 1811808.5 |
 MA2318| CJ9993 ALTON RM 1                           26.411 METERS 18812     |
 MA2318| CJ9994 ALTON RM 2                           26.504 METERS 24319     |
 MA2318| MA2319 AIRPORT BN BRADFORD REGION APT       17.196 METERS 34948     |
 MA2318|---------------------------------------------------------------------|
 MA2318
 MA2318                          SUPERSEDED SURVEY CONTROL
 MA2318
 MA2318  NAD 83(1996)-  41 47 51.11861(N)    078 38 24.63887(W) AD(       ) 2
 MA2318  NAD 83(1986)-  41 47 51.12030(N)    078 38 24.63644(W) AD(       ) 2
 MA2318  NAD 27      -  41 47 50.89426(N)    078 38 25.54211(W) AD(       ) 2
 MA2318  NGVD 29 (07/19/86)  654.01   (m)         2145.7    (f) LEVELING    3  
 MA2318
 MA2318.Superseded values are not recommended for survey control.
 MA2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2318.See file dsdata.txt to determine how the superseded data were derived.
 MA2318
 MA2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG9605929989(NAD 83)
 MA2318_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2318_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MA2318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MA2318+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2006
 MA2318
 MA2318  HISTORY     - Date     Condition        Report By
 MA2318  HISTORY     - 1967     MONUMENTED       CGS
 MA2318  HISTORY     - 1976     GOOD             NGS
 MA2318  HISTORY     - 20040308 GOOD             USPSQD
 MA2318  HISTORY     - 20060524 GOOD             USPSQD
 MA2318
 MA2318                          STATION DESCRIPTION
 MA2318
 MA2318'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 MA2318'THE STATION IS LOCATED ON THE GROUNDS OF THE BRADFORD REGIONAL
 MA2318'AIRPORT ABOUT 11-1/2 MILES SOUTH OF BRADFORD, 5-1/2 MILES WEST OF
 MA2318'ORMSBY, 5 MILES NORTH OF MT. JEWETT AND 1/2 MILE NORTHWEST OF MT.
 MA2318'ALTON.
 MA2318'
 MA2318'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 59 AND
 MA2318'646 IN ORMSBY, GO WEST ON STATE HIGHWAY 59 FOR 4.05 MILES TO A SIDE
 MA2318'ROAD RIGHT AT SIGN WHICH READS ENTRANCE BRADFORD-REGIONAL AIRPORT
 MA2318'COUNTIES OF CAMERON, ELK, MCKEAN AND WARREN.  TURN RIGHT AND GO IN
 MA2318'A NORTHERLY DIRECTION ON A PAVED ROAD FOR 0.3 MILE TO A WATER TANK
 MA2318'WITH A BEACON ATOP AND THE STATION ON THE RIGHT.
 MA2318'
 MA2318'THE STATION MARK IS A STANDARD DISK STAMPED ALTON 1967, SET IN THE
 MA2318'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3
 MA2318'INCHES ABOVE THE GROUND.  IT IS 60 FEET SOUTHEAST OF THE WEST LEG OF
 MA2318'THE WATER TANK, 35 FEET SOUTH OF THE SOUTH LEG OF THE WATER TANK
 MA2318'AND 5 FEET NORTHEAST OF A METAL WITNESS POST.
 MA2318'
 MA2318'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ALTON NO 1 1967, SET IN
 MA2318'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2
 MA2318'INCHES ABOVE THE GROUND.  IT IS 82 FEET SOUTH-SOUTHEAST OF THE METAL
 MA2318'WITNESS POST AND 1.6 FEET NORTH-NORTHEAST OF A METAL WITNESS
 MA2318'POST.
 MA2318'
 MA2318'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ALTON NO 2 1967, SET IN
 MA2318'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 5
 MA2318'INCHES ABOVE THE GROUND.  IT IS 25 FEET EAST OF A SMALL EVERGREEN
 MA2318'TREE, 13 FEET EAST OF THE WOODS LINE AND 1.5 FEET EAST-NORTHEAST OF
 MA2318'A METAL WITNESS POST.
 MA2318'
 MA2318'BM Q 200 IS A STANDARD DISK STAMPED Q 200 1953, CEMENTED IN A DRILL
 MA2318'HOLE IN THE SOUTHWEST CORNER OF THE CONCRETE PASSENGER RAMP
 MA2318'OF THE TERMINAL BUILDING.  IT IS 21 FEET WEST OF THE NORTHWEST CORNER
 MA2318'OF THE TERMINAL BUILDING AND 2 FEET NORTHEAST OF THE SOUTHWEST
 MA2318'CORNER OF THE PASSENGER RAMP.  (THIS MARK WAS USED AS AN AZIMUTH
 MA2318'MARK).
 MA2318'
 MA2318'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
 MA2318
 MA2318                          STATION RECOVERY (1976)
 MA2318
 MA2318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JVD)
 MA2318'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK (BM Q 200) WERE
 MA2318'RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED.
 MA2318'
 MA2318'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BRADFORD
 MA2318'REGIONAL AIRPORT.
 MA2318
 MA2318                          STATION RECOVERY (2004)
 MA2318
 MA2318'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA2318'STATION MARK, RM 1 AND RM2 FOUND GOOD. AZIMUTH MARK NOT FOUND DUE TO
 MA2318'RECONSTRUCTION OF SIDEWALKS. WATER TOWER HAS BEEN REMOVED AND A BEACON
 MA2318'LIGHT TOWER SETS NEARBY.
 MA2318
 MA2318                          STATION RECOVERY (2006)
 MA2318
 MA2318'RECOVERY NOTE BY US POWER SQUADRON 2006 (SG)
 MA2318'RM 1, RM2 FOUND GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0242 ***********************************************************************
 KX0242  DESIGNATION -  ALTOONA
 KX0242  PID         -  KX0242
 KX0242  STATE/COUNTY-  PA/BLAIR
 KX0242  USGS QUAD   -  ALTOONA (1993)
 KX0242
 KX0242                         *CURRENT SURVEY CONTROL
 KX0242  ___________________________________________________________________
 KX0242* NAD 83(1986)-  40 31 02.     (N)    078 24 09.     (W)     SCALED    
 KX0242* NAVD 88     -       367.595  (meters)    1206.02   (feet)  ADJUSTED  
 KX0242  ___________________________________________________________________
 KX0242  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KX0242  DYNAMIC HT  -         367.400 (meters)    1205.38  (feet)  COMP
 KX0242  MODELED GRAV-     980,085.1   (mgal)                       NAVD 88
 KX0242
 KX0242  VERT ORDER  -  FIRST     CLASS I
 KX0242
 KX0242.The horizontal coordinates were scaled from a topographic map and have
 KX0242.an estimated accuracy of +/- 6 seconds.
 KX0242
 KX0242.The orthometric height was determined by differential leveling
 KX0242.and adjusted by the National Geodetic Survey in June 1991..
 KX0242
 KX0242.The geoid height was determined by GEOID03.
 KX0242
 KX0242.The dynamic height is computed by dividing the NAVD 88
 KX0242.geopotential number by the normal gravity value computed on the
 KX0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0242.degrees latitude (g = 980.6199 gals.).
 KX0242
 KX0242.The modeled gravity was interpolated from observed gravity values.
 KX0242
 KX0242;                    North         East    Units  Estimated Accuracy
 KX0242;SPC PA S     -   131,660.      544,710.      MT  (+/- 180 meters Scaled)
 KX0242
 KX0242                          SUPERSEDED SURVEY CONTROL
 KX0242
 KX0242  NGVD 29 (??/??/92)  367.748  (m)         1206.52   (f) ADJ UNCH    1 1
 KX0242
 KX0242.Superseded values are not recommended for survey control.
 KX0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0242.See file dsdata.txt to determine how the superseded data were derived.
 KX0242
 KX0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE200884(NAD 83)
 KX0242_MARKER: DB = BENCH MARK DISK
 KX0242_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0242_SP_SET: BUILDING
 KX0242_STAMPING: ALTOONA 1935
 KX0242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0242
 KX0242  HISTORY     - Date     Condition        Report By
 KX0242  HISTORY     - 1935     MONUMENTED       CGS
 KX0242  HISTORY     - 1966     GOOD             NGS
 KX0242  HISTORY     - 19970904 GOOD             USPSQD
 KX0242  HISTORY     - 20010108 GOOD             PADT
 KX0242
 KX0242                          STATION DESCRIPTION
 KX0242
 KX0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0242'AT ALTOONA.
 KX0242'AT ALTOONA, SET VERTICALLY IN THE NORTHEAST GRANITE WALL OF THE
 KX0242'CITY HALL BUILDING, NEAR THE INTERSECTION OF 12 TH STREET AND
 KX0242'13 TH AVENUE, 50 FEET NORTHWEST OF THE NORTHWEST CURB OF THE
 KX0242'AVENUE, 25.5 FEET SOUTHWEST OF THE SOUTHWEST CURB OF THE STREET,
 KX0242'31.6 FEET NORTHWEST OF THE EAST CORNER OF THE BUILDING, 22 FEET
 KX0242'SOUTHEAST OF THE NORTHEAST ENTRANCE TO BUILDING AND 1.8 FEET
 KX0242'ABOVE THE LEVEL OF THE SIDEWALK.
 KX0242
 KX0242                          STATION RECOVERY (1997)
 KX0242
 KX0242'RECOVERY NOTE BY US POWER SQUADRON 1997
 KX0242'RECOVERED IN GOOD CONDITION.
 KX0242
 KX0242                          STATION RECOVERY (2001)
 KX0242
 KX0242'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DGE)
 KX0242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0069 ***********************************************************************
 KX0069  DESIGNATION -  ALTOONA 1
 KX0069  PID         -  KX0069
 KX0069  STATE/COUNTY-  PA/BLAIR
 KX0069  USGS QUAD   -  ALTOONA (1993)
 KX0069
 KX0069                         *CURRENT SURVEY CONTROL
 KX0069  ___________________________________________________________________
 KX0069* NAD 83(1986)-  40 30 54.     (N)    078 24 05.     (W)     SCALED    
 KX0069* NAVD 88     -       359.922  (meters)    1180.84   (feet)  ADJUSTED  
 KX0069  ___________________________________________________________________
 KX0069  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KX0069  DYNAMIC HT  -         359.732 (meters)    1180.22  (feet)  COMP
 KX0069  MODELED GRAV-     980,085.7   (mgal)                       NAVD 88
 KX0069
 KX0069  VERT ORDER  -  FIRST     CLASS I
 KX0069
 KX0069.The horizontal coordinates were scaled from a topographic map and have
 KX0069.an estimated accuracy of +/- 6 seconds.
 KX0069
 KX0069.The orthometric height was determined by differential leveling
 KX0069.and adjusted by the National Geodetic Survey in June 1991..
 KX0069
 KX0069.The geoid height was determined by GEOID03.
 KX0069
 KX0069.The dynamic height is computed by dividing the NAVD 88
 KX0069.geopotential number by the normal gravity value computed on the
 KX0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0069.degrees latitude (g = 980.6199 gals.).
 KX0069
 KX0069.The modeled gravity was interpolated from observed gravity values.
 KX0069
 KX0069;                    North         East    Units  Estimated Accuracy
 KX0069;SPC PA S     -   131,410.      544,800.      MT  (+/- 180 meters Scaled)
 KX0069
 KX0069                          SUPERSEDED SURVEY CONTROL
 KX0069
 KX0069  NGVD 29 (??/??/92)  360.078  (m)         1181.36   (f) ADJ UNCH    1 1
 KX0069
 KX0069.Superseded values are not recommended for survey control.
 KX0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0069.See file dsdata.txt to determine how the superseded data were derived.
 KX0069
 KX0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE201881(NAD 83)
 KX0069_MARKER: DB = BENCH MARK DISK
 KX0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0069_SP_SET: CONC PLATFORM
 KX0069_STAMPING: ALTOONA NO 1 1934
 KX0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0069
 KX0069  HISTORY     - Date     Condition        Report By
 KX0069  HISTORY     - 1934     MONUMENTED       CGS
 KX0069  HISTORY     - 1966     GOOD             NGS
 KX0069  HISTORY     - 19970904 GOOD             USPSQD
 KX0069  HISTORY     - 20010108 MARK NOT FOUND   PADT
 KX0069
 KX0069                          STATION DESCRIPTION
 KX0069
 KX0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0069'AT ALTOONA.
 KX0069'AT ALTOONA, AT THE POST OFFICE BUILDING, AT THE SOUTHWEST CORNER
 KX0069'OF 12TH STREET AND 11TH AVENUE, SET ON THE TOP OF A CONCRETE
 KX0069'LOADING PLATFORM, 45.2 FEET EAST OF THE SOUTHWEST CORNER OF
 KX0069'THE BUILDING, 24.4 FEET EAST OF THE WEST WALL ON WEST SIDE OF
 KX0069'PLATFORM, 12.6 FEET NORTH OF THE SOUTH SIDE OF LOADING PLATFORM,
 KX0069'0.9 FOOT SOUTH OF THE NORTHWEST CORNER OF THE WEST PILLAR OF THE
 KX0069'PLATFORM AND 3 FEET ABOVE THE LEVEL OF THE PARKING AREA.
 KX0069
 KX0069                          STATION RECOVERY (1997)
 KX0069
 KX0069'RECOVERY NOTE BY US POWER SQUADRON 1997
 KX0069'RECOVERED IN GOOD CONDITION.
 KX0069
 KX0069                          STATION RECOVERY (2001)
 KX0069
 KX0069'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DGE)
 KX0069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0070 ***********************************************************************
 KX0070  DESIGNATION -  ALTOONA 2
 KX0070  PID         -  KX0070
 KX0070  STATE/COUNTY-  PA/BLAIR
 KX0070  USGS QUAD   -  ALTOONA (1993)
 KX0070
 KX0070                         *CURRENT SURVEY CONTROL
 KX0070  ___________________________________________________________________
 KX0070* NAD 83(1986)-  40 30 53.     (N)    078 24 05.     (W)     SCALED    
 KX0070* NAVD 88     -       360.086  (meters)    1181.38   (feet)  ADJUSTED  
 KX0070  ___________________________________________________________________
 KX0070  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KX0070  DYNAMIC HT  -         359.896 (meters)    1180.76  (feet)  COMP
 KX0070  MODELED GRAV-     980,085.7   (mgal)                       NAVD 88
 KX0070
 KX0070  VERT ORDER  -  FIRST     CLASS I
 KX0070
 KX0070.The horizontal coordinates were scaled from a topographic map and have
 KX0070.an estimated accuracy of +/- 6 seconds.
 KX0070
 KX0070.The orthometric height was determined by differential leveling
 KX0070.and adjusted by the National Geodetic Survey in June 1991..
 KX0070
 KX0070.The geoid height was determined by GEOID03.
 KX0070
 KX0070.The dynamic height is computed by dividing the NAVD 88
 KX0070.geopotential number by the normal gravity value computed on the
 KX0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0070.degrees latitude (g = 980.6199 gals.).
 KX0070
 KX0070.The modeled gravity was interpolated from observed gravity values.
 KX0070
 KX0070;                    North         East    Units  Estimated Accuracy
 KX0070;SPC PA S     -   131,380.      544,800.      MT  (+/- 180 meters Scaled)
 KX0070
 KX0070                          SUPERSEDED SURVEY CONTROL
 KX0070
 KX0070  NGVD 29 (??/??/92)  360.241  (m)         1181.89   (f) ADJ UNCH    1 1
 KX0070
 KX0070.Superseded values are not recommended for survey control.
 KX0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0070.See file dsdata.txt to determine how the superseded data were derived.
 KX0070
 KX0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE201881(NAD 83)
 KX0070_MARKER: DB = BENCH MARK DISK
 KX0070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0070_SP_SET: BASEMENT CASEMENT
 KX0070_STAMPING: ALTOONA NO 2 1934
 KX0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0070
 KX0070  HISTORY     - Date     Condition        Report By
 KX0070  HISTORY     - 1934     MONUMENTED       CGS
 KX0070  HISTORY     - 1966     GOOD             NGS
 KX0070  HISTORY     - 19970904 MARK NOT FOUND   USPSQD
 KX0070
 KX0070                          STATION DESCRIPTION
 KX0070
 KX0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0070'AT ALTOONA.
 KX0070'AT ALTOONA, BLAIR COUNTY, AT THE PENNSYLVANIA RAILROAD STATION,
 KX0070'IN THE NORTHEAST CORNER OF THE BASEMENT CASEMENT, 4 FEET EAST OF
 KX0070'THE EAST WALL OF THE BUILDING, AND 51.5 FEET NORTH OF THE
 KX0070'SOUTHEAST CORNER.  A STANDARD DISK, STAMPED ALTOONA NO 2 1934.
 KX0070'NOTE-- LITHOGRAPHED LIST NO. 129 PA DATED MARCH 1963.
 KX0070
 KX0070                          STATION RECOVERY (1997)
 KX0070
 KX0070'RECOVERY NOTE BY US POWER SQUADRON 1997
 KX0070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2379 ***********************************************************************
 KX2379  DESIGNATION -  ALTOONA AST 2
 KX2379  PID         -  KX2379
 KX2379  STATE/COUNTY-  PA/BLAIR
 KX2379  USGS QUAD   -  ALTOONA (1993)
 KX2379
 KX2379                         *CURRENT SURVEY CONTROL
 KX2379  ___________________________________________________________________
 KX2379* NAD 83(1986)-  40 31 45.     (N)    078 23 22.     (W)     SCALED    
 KX2379* NAVD 88     -       376.61   (+/-2cm)    1235.6    (feet)  VERTCON   
 KX2379  ___________________________________________________________________
 KX2379  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KX2379
 KX2379  VERT ORDER  -  THIRD (See Below)
 KX2379
 KX2379.The horizontal coordinates were scaled from a topographic map and have
 KX2379.an estimated accuracy of +/- 6 seconds.
 KX2379
 KX2379.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2379.The vertical order pertains to the NGVD 29 superseded value.
 KX2379
 KX2379.The geoid height was determined by GEOID03.
 KX2379
 KX2379;                    North         East    Units  Estimated Accuracy
 KX2379;SPC PA S     -   132,980.      545,820.      MT  (+/- 180 meters Scaled)
 KX2379
 KX2379                          SUPERSEDED SURVEY CONTROL
 KX2379
 KX2379  NGVD 29 (02/24/03)  376.76   (m)         1236.1    (f) RESET       3  
 KX2379
 KX2379.Superseded values are not recommended for survey control.
 KX2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2379.See file dsdata.txt to determine how the superseded data were derived.
 KX2379
 KX2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE211897(NAD 83)
 KX2379_MARKER: DS = TRIANGULATION STATION DISK
 KX2379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2379_SP_SET: CONCRETE POST
 KX2379_STAMPING: ALTOONA ASTRONOMIC 2 1984
 KX2379_MARK LOGO: NGS   
 KX2379_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KX2379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX2379+STABILITY: SURFACE MOTION
 KX2379
 KX2379  HISTORY     - Date     Condition        Report By
 KX2379  HISTORY     - 1984     MONUMENTED       NGS
 KX2379  HISTORY     - 1987     GOOD             PADT
 KX2379
 KX2379                          STATION DESCRIPTION
 KX2379
 KX2379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KX2379'FROM THE POST OFFICE AT ALTOONA, GO NORTHWEST ON TWELVETH STREET FOR
 KX2379'0.1 MI (0.2 KM) TO A CROSSROADS, TURN RIGHT AND GO NORTHEAST ON
 KX2379'TWELVETH AVENUE FOR 0.1 MI (0.2 KM) TO A OFFSET CROSSROADS, JOG LEFT
 KX2379'AND GO NORTH ON CHESTNUT AVENUE FOR 1.0 MI (1.6 KM) TO A SIDE ROAD
 KX2379'LEFT NEAR THE TOP OF A LOW HILL AND THE MARK ON THE LEFT, 96 FT
 KX2379'(29.3 M) SOUTHWEST FROM THE CENTER OF JUNIATA GAP ROAD, 286 FT
 KX2379'(87.2 M) NORTHWEST FROM THE CENTER OF CHESTNUT AVENUE AND 5 FT
 KX2379'(1.5 M) SOUTHWEST FROM THE EDGE OF THE CUTBANK LEADING DOWN TO
 KX2379'JUNIATA GAP ROAD, MARK IS 10.4 FT (3.2 M) ABOVE THE ROAD.
 KX2379
 KX2379                          STATION RECOVERY (1987)
 KX2379
 KX2379'RECOVERY NOTE BY PA DEPT OF TRANSP 1987 (EEB)
 KX2379'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2380 ***********************************************************************
 KX2380  DESIGNATION -  ALTOONA AST 2 RM 3
 KX2380  PID         -  KX2380
 KX2380  STATE/COUNTY-  PA/BLAIR
 KX2380  USGS QUAD   -  ALTOONA (1993)
 KX2380
 KX2380                         *CURRENT SURVEY CONTROL
 KX2380  ___________________________________________________________________
 KX2380* NAD 83(1986)-  40 31 47.     (N)    078 23 22.     (W)     SCALED    
 KX2380* NAVD 88     -       375.49   (+/-2cm)    1231.9    (feet)  VERTCON   
 KX2380  ___________________________________________________________________
 KX2380  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KX2380
 KX2380  VERT ORDER  -  THIRD (See Below)
 KX2380
 KX2380.The horizontal coordinates were scaled from a topographic map and have
 KX2380.an estimated accuracy of +/- 6 seconds.
 KX2380
 KX2380.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2380.The vertical order pertains to the NGVD 29 superseded value.
 KX2380
 KX2380.The geoid height was determined by GEOID03.
 KX2380
 KX2380;                    North         East    Units  Estimated Accuracy
 KX2380;SPC PA S     -   133,040.      545,820.      MT  (+/- 180 meters Scaled)
 KX2380
 KX2380                          SUPERSEDED SURVEY CONTROL
 KX2380
 KX2380  NGVD 29 (02/24/03)  375.65   (m)         1232.4    (f) RESET       3  
 KX2380
 KX2380.Superseded values are not recommended for survey control.
 KX2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2380.See file dsdata.txt to determine how the superseded data were derived.
 KX2380
 KX2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE211898(NAD 83)
 KX2380_MARKER: DR = REFERENCE MARK DISK
 KX2380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2380_SP_SET: CONCRETE POST
 KX2380_STAMPING: ALTOONA ASTRONOMIC 2 RM 3 1984
 KX2380_MARK LOGO: NGS   
 KX2380_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX2380+STABILITY: SURFACE MOTION
 KX2380
 KX2380  HISTORY     - Date     Condition        Report By
 KX2380  HISTORY     - 1984     MONUMENTED       NGS
 KX2380
 KX2380                          STATION DESCRIPTION
 KX2380
 KX2380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KX2380'FROM THE POST OFFICE IN ALTOONA, GO NORTHWEST ON TWELVETH STREET FOR
 KX2380'0.1 MI (0.2 KM) TO A CROSSROADS, TURN RIGHT AND GO NORTHEAST ON
 KX2380'TWELVETH AVENUE FOR 0.1 MI (0.2 KM) TO A OFFSET CROSSROADS.  JOG LEFT
 KX2380'AND GO NORTH ON CHESTNUT AVENUE FOR 1.0 MI (1.6 KM) TO THE MARK ON
 KX2380'THE LEFT, 91 FT (27.7 M) SOUTHWEST FROM THE CENTER OF JUNIATA GAP
 KX2380'ROAD, 234 FT (71.3 M) NORTHWEST FROM THE CENTER OF CHESTNUT AVENUE
 KX2380'AND 6.5 FT (2.0 M) NORTHWEST FROM A 6-INCH CHERRY TREE. 9.2 M
 KX2380'(30.2 FT) ABOVE JUNIATA GAP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0058 ***********************************************************************
 KX0058  DESIGNATION -  ALTOONA AST AZ MK
 KX0058  PID         -  KX0058
 KX0058  STATE/COUNTY-  PA/BLAIR
 KX0058  USGS QUAD   -  ALTOONA (1993)
 KX0058
 KX0058                         *CURRENT SURVEY CONTROL
 KX0058  ___________________________________________________________________
 KX0058* NAD 83(1986)-  40 32 07.     (N)    078 23 01.     (W)     SCALED    
 KX0058* NAVD 88     -       352.555  (meters)    1156.67   (feet)  ADJUSTED  
 KX0058  ___________________________________________________________________
 KX0058  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KX0058  DYNAMIC HT  -         352.369 (meters)    1156.06  (feet)  COMP
 KX0058  MODELED GRAV-     980,087.4   (mgal)                       NAVD 88
 KX0058
 KX0058  VERT ORDER  -  FIRST     CLASS I
 KX0058
 KX0058.The horizontal coordinates were scaled from a topographic map and have
 KX0058.an estimated accuracy of +/- 6 seconds.
 KX0058
 KX0058.The orthometric height was determined by differential leveling
 KX0058.and adjusted by the National Geodetic Survey in June 1991..
 KX0058
 KX0058.The geoid height was determined by GEOID03.
 KX0058
 KX0058.The dynamic height is computed by dividing the NAVD 88
 KX0058.geopotential number by the normal gravity value computed on the
 KX0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0058.degrees latitude (g = 980.6199 gals.).
 KX0058
 KX0058.The modeled gravity was interpolated from observed gravity values.
 KX0058
 KX0058;                    North         East    Units  Estimated Accuracy
 KX0058;SPC PA S     -   133,650.      546,320.      MT  (+/- 180 meters Scaled)
 KX0058
 KX0058                          SUPERSEDED SURVEY CONTROL
 KX0058
 KX0058  NGVD 29 (??/??/92)  352.711  (m)         1157.19   (f) ADJ UNCH    1 1
 KX0058
 KX0058.Superseded values are not recommended for survey control.
 KX0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0058.See file dsdata.txt to determine how the superseded data were derived.
 KX0058
 KX0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE215904(NAD 83)
 KX0058_MARKER: DZ = AZIMUTH MARK DISK
 KX0058_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KX0058_SP_SET: CURB
 KX0058_STAMPING: ALTOONA AST 1941
 KX0058_MARK LOGO: CGS   
 KX0058_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0058
 KX0058  HISTORY     - Date     Condition        Report By
 KX0058  HISTORY     - 1941     MONUMENTED       CGS
 KX0058  HISTORY     - 1966     GOOD             NGS
 KX0058  HISTORY     - 19840426 GOOD             NGS
 KX0058
 KX0058                          STATION DESCRIPTION
 KX0058
 KX0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0058'1.1 MI NE FROM ALTOONA.
 KX0058'ABOUT 1.1 MILES NORTHEAST ALONG CHESTNUT AND 4TH AVENUE FROM THE
 KX0058'JUNCTION OF 4TH STREET AT ALTOONA, BETWEEN 4TH AND 5TH STREET
 KX0058'IN JUNIATA, SET ON THE TOP OF THE SOUTHEAST CONCRETE CURB OF 4TH
 KX0058'AVENUE, 163 FEET SOUTHWEST OF THE EXTENDED CENTER LINE OF 5TH
 KX0058'STREET, 32 1/2 FEET NORTHEAST OF POWER LINE POLE NO. 3-7395, 9.4
 KX0058'FEET NORTHWEST OF A STEEL FENCE AND LEVEL WITH THE SIDEWALK.
 KX0058
 KX0058                          STATION RECOVERY (1984)
 KX0058
 KX0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KX0058'FROM THE POST OFFICE IN ALTOONA, GO NORTHWEST ON TWELVETH STREET FOR
 KX0058'0.1 MI (0.2 KM) TO A CROSSROADS, TURN RIGHT AND GO NORTHEAST ON
 KX0058'TWELVETH AVENUE FOR 0.1 MI (0.2 KM) TO A OFFSET CROSSROADS, JOG LEFT
 KX0058'AND GO NORTH ON CHESTNUT AVENUE FOR 1.6 MI (2.6 KM) TO THE MARK ON
 KX0058'THE RIGHT, 32.8 FT (10.0 M) NORTHEAST FROM A POWERLINE POLE NUMBERED
 KX0058'3 7395, 88.5 FT (27.0 M) SOUTHWEST FROM A POWERLINE POLE NUMBERED WG
 KX0058'91, 162.5 FT (49.5 M) SOUTHWEST FROM THE CENTER OF 4TH STREET AND
 KX0058'12.8 FT (3.9 M) SOUTHEAST FROM THE CENTER OF CHESTNUT AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0059 ***********************************************************************
 KX0059  DESIGNATION -  ALTOONA AST RM 2
 KX0059  PID         -  KX0059
 KX0059  STATE/COUNTY-  PA/BLAIR
 KX0059  USGS QUAD   -  ALTOONA (1993)
 KX0059
 KX0059                         *CURRENT SURVEY CONTROL
 KX0059  ___________________________________________________________________
 KX0059* NAD 83(1986)-  40 31 45.     (N)    078 23 22.     (W)     SCALED    
 KX0059* NAVD 88     -       377.568  (meters)    1238.74   (feet)  ADJUSTED  
 KX0059  ___________________________________________________________________
 KX0059  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KX0059  DYNAMIC HT  -         377.369 (meters)    1238.08  (feet)  COMP
 KX0059  MODELED GRAV-     980,086.5   (mgal)                       NAVD 88
 KX0059
 KX0059  VERT ORDER  -  FIRST     CLASS I
 KX0059
 KX0059.The horizontal coordinates were scaled from a topographic map and have
 KX0059.an estimated accuracy of +/- 6 seconds.
 KX0059
 KX0059.The orthometric height was determined by differential leveling
 KX0059.and adjusted by the National Geodetic Survey in June 1991..
 KX0059
 KX0059.The geoid height was determined by GEOID03.
 KX0059
 KX0059.The dynamic height is computed by dividing the NAVD 88
 KX0059.geopotential number by the normal gravity value computed on the
 KX0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0059.degrees latitude (g = 980.6199 gals.).
 KX0059
 KX0059.The modeled gravity was interpolated from observed gravity values.
 KX0059
 KX0059;                    North         East    Units  Estimated Accuracy
 KX0059;SPC PA S     -   132,980.      545,820.      MT  (+/- 180 meters Scaled)
 KX0059
 KX0059                          SUPERSEDED SURVEY CONTROL
 KX0059
 KX0059  NGVD 29 (??/??/92)  377.723  (m)         1239.25   (f) ADJ UNCH    1 1
 KX0059
 KX0059.Superseded values are not recommended for survey control.
 KX0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0059.See file dsdata.txt to determine how the superseded data were derived.
 KX0059
 KX0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE211897(NAD 83)
 KX0059_MARKER: DR = REFERENCE MARK DISK
 KX0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0059_SP_SET: CONCRETE POST
 KX0059_STAMPING: ALTOONA AST NO 2 1941
 KX0059_MARK LOGO: CGS   
 KX0059_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KX0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0059+STABILITY: SURFACE MOTION
 KX0059
 KX0059  HISTORY     - Date     Condition        Report By
 KX0059  HISTORY     - 1941     MONUMENTED       CGS
 KX0059  HISTORY     - 1966     GOOD             NGS
 KX0059  HISTORY     - 19840426 GOOD             NGS
 KX0059  HISTORY     - 1987     GOOD             PADT
 KX0059
 KX0059                          STATION DESCRIPTION
 KX0059
 KX0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0059'0.6 MI NE FROM ALTOONA.
 KX0059'ABOUT 0.55 MILE NORTHEAST ALONG CHESTNUT AVENUE FROM THE JUNCTION
 KX0059'OF 4TH STREET AT ALTOONA, ON THE EAST SIDE OF A HILL, 83.1 FEET
 KX0059'SOUTHWEST OF TH STATION DESCRIBED, 317 FEET NORTHWEST OF THE
 KX0059'CENTER LINE OF CHESTNUT AVENUE, 214.0 FEET NORTH OF THE NORTH
 KX0059'CORNER OF A CONCRETE BLOCK BUILDING FOR THE USMC TRAINING CENTER,
 KX0059'12 1/2 FEET NORTHWEST OF A 24 INCH COTTONWOOD TREE, ABOUT 16 FEET
 KX0059'ABOVE THE LEVEL OF THE AVENUE AND SET IN THE TOP OF A CONCRETE
 KX0059'POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 KX0059
 KX0059                          STATION RECOVERY (1984)
 KX0059
 KX0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KX0059'FROM THE POST OFFICE AT ALTOONA, GO NORTHWEST ON TWELVETH STREET FOR
 KX0059'0.1 MI (0.2 KM) TO A CROSSROADS, TURN RIGHT AND GO NORTHEAST ON
 KX0059'TWELVETH AVENUE FOR 0.1 MI (0.2 KM) TO A OFFSET CROSSROADS, JOG LEFT
 KX0059'AND GO NORTHEAST ON CHESTNUT AVENUE FOR 1.0 MI (1.6 KM) TO THE MARK
 KX0059'ON THE LEFT, 154 FT (46.9 M) SOUTHWEST FROM THE CENTER OF JUNIATA GAP
 KX0059'ROAD, 314 FT (95.7 M) NORTHWEST FROM THE CENTER OF CHESTNUT AVENUE
 KX0059'AND 12 FT (3.7 M) NORTHWEST FROM A 36-INCH TREE, MARK PROJECTS 10
 KX0059'INCHES ABOVE GROUND.
 KX0059
 KX0059                          STATION RECOVERY (1987)
 KX0059
 KX0059'RECOVERY NOTE BY PA DEPT OF TRANSP 1987 (EEB)
 KX0059'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2201 ***********************************************************************
 KX2201  DESIGNATION -  ALTOONA ASTRO MERIDIAN MARK
 KX2201  PID         -  KX2201
 KX2201  STATE/COUNTY-  PA/BLAIR
 KX2201  USGS QUAD   -  ALTOONA (1993)
 KX2201
 KX2201                         *CURRENT SURVEY CONTROL
 KX2201  ___________________________________________________________________
 KX2201* NAD 83(1992)-  40 31 51.32013(N)    078 23 22.99920(W)     ADJUSTED  
 KX2201* NAVD 88     -       378.     (meters)    1240.     (feet)  SCALED    
 KX2201  ___________________________________________________________________
 KX2201  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 KX2201  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KX2201
 KX2201  HORZ ORDER  -  SECOND
 KX2201
 KX2201.The horizontal coordinates were established by classical geodetic methods
 KX2201.and adjusted by the National Geodetic Survey in June 2002..
 KX2201
 KX2201.The orthometric height was scaled from a topographic map.
 KX2201
 KX2201.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2201
 KX2201.The geoid height was determined by GEOID03.
 KX2201
 KX2201;                    North         East     Units Scale Factor Converg.
 KX2201;SPC PA S     -   133,171.024   545,799.720   MT  0.99996048   -0 24 54.2
 KX2201;SPC PA S     -   436,911.93  1,790,677.91   sFT  0.99996048   -0 24 54.2
 KX2201;UTM  17      - 4,489,961.145   721,089.367   MT  1.00020172   +1 41 49.2
 KX2201
 KX2201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2201!SPC PA S     -   0.99994589  x   0.99996048  =   0.99990637
 KX2201!UTM  17      -   0.99994589  x   1.00020172  =   1.00014760
 KX2201
 KX2201                          SUPERSEDED SURVEY CONTROL
 KX2201
 KX2201  NAD 83(1986)-  40 31 51.32665(N)    078 23 23.00963(W) AD(       ) 2
 KX2201  NAD 27      -  40 31 51.07800(N)    078 23 23.95900(W) AD(       ) 2
 KX2201
 KX2201.Superseded values are not recommended for survey control.
 KX2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2201.See file dsdata.txt to determine how the superseded data were derived.
 KX2201
 KX2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE2108989961(NAD 83)
 KX2201_MARKER: V = STONE MONUMENT
 KX2201_SETTING: 0 = UNSPECIFIED SETTING
 KX2201
 KX2201  HISTORY     - Date     Condition        Report By
 KX2201  HISTORY     - 1890     MONUMENTED       CGS
 KX2201
 KX2201                          STATION DESCRIPTION
 KX2201
 KX2201'DESCRIBED BY COAST AND GEODETIC SURVEY 1890
 KX2201'MERIDIAN MARK IS 437.65 FEET N OF STATION ALTOONA ASTRONOMIC.
 KX2201'IT IS AN 18-INCH SQUARE SANDSTONE POST FLUSH WITH THE SURFACE OF THE
 KX2201'GROUND WITH U.S.C. AND G.S. INCISED IN THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2196 ***********************************************************************
 KX2196  DESIGNATION -  ALTOONA GOSPEL HILL FLAGPOLE
 KX2196  PID         -  KX2196
 KX2196  STATE/COUNTY-  PA/BLAIR
 KX2196  USGS QUAD   -  ALTOONA (1993)
 KX2196
 KX2196                         *CURRENT SURVEY CONTROL
 KX2196  ___________________________________________________________________
 KX2196* NAD 83(1992)-  40 30 57.55381(N)    078 24 21.77982(W)     ADJUSTED  
 KX2196* NAVD 88     -                                                        
 KX2196  ___________________________________________________________________
 KX2196  LAPLACE CORR-          -5.22  (seconds)                    DEFLEC99
 KX2196  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KX2196
 KX2196  HORZ ORDER  -  THIRD
 KX2196
 KX2196.The horizontal coordinates were established by classical geodetic methods
 KX2196.and adjusted by the National Geodetic Survey in June 2002..
 KX2196
 KX2196
 KX2196.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2196
 KX2196.The geoid height was determined by GEOID03.
 KX2196
 KX2196;                    North         East     Units Scale Factor Converg.
 KX2196;SPC PA S     -   131,522.822   544,404.044   MT  0.99996015   -0 25 32.3
 KX2196;SPC PA S     -   431,504.46  1,786,098.93   sFT  0.99996015   -0 25 32.3
 KX2196;UTM  17      - 4,488,262.230   719,755.056   MT  1.00019448   +1 41 09.1
 KX2196
 KX2196                          SUPERSEDED SURVEY CONTROL
 KX2196
 KX2196  NAD 83(1986)-  40 30 57.56095(N)    078 24 21.79037(W) AD(       ) 4
 KX2196  NAD 27      -  40 30 57.30800(N)    078 24 22.74100(W) AD(       ) 3
 KX2196
 KX2196.Superseded values are not recommended for survey control.
 KX2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2196.See file dsdata.txt to determine how the superseded data were derived.
 KX2196
 KX2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE1975588262(NAD 83)
 KX2196_MARKER: 62 = FLAGPOLE
 KX2196
 KX2196  HISTORY     - Date     Condition        Report By
 KX2196  HISTORY     - 1941     FIRST OBSERVED   CGS
 KX2196  HISTORY     - 19970904 GOOD             USPSQD
 KX2196
 KX2196                          STATION DESCRIPTION
 KX2196
 KX2196'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2196'THE STATION IS THE BALL ON THE TOP OF THE GOSPEL HILL PLAYGROUND
 KX2196'FLAGPOLE, LOCATED ABOUT 0.2 MILE W OF ST. JOHNS CATHEDRAL ON
 KX2196'THE HIGHEST POINT OF THE HILL.  IT IS A SILVER PAINTED POLE ABOUT 60
 KX2196'FEET HIGH.
 KX2196'
 KX2196'LOCATED BY TRAVERSE FROM GOSPEL HILL.
 KX2196
 KX2196                          STATION RECOVERY (1997)
 KX2196
 KX2196'RECOVERY NOTE BY US POWER SQUADRON 1997
 KX2196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2252 ***********************************************************************
 KX2252  DESIGNATION -  ALTOONA LOGAN VALLEY POWER STK
 KX2252  PID         -  KX2252
 KX2252  STATE/COUNTY-  PA/BLAIR
 KX2252  USGS QUAD   -  HOLLIDAYSBURG (1981)
 KX2252
 KX2252                         *CURRENT SURVEY CONTROL
 KX2252  ___________________________________________________________________
 KX2252* NAD 83(1992)-  40 29 33.97621(N)    078 24 43.11912(W)     ADJUSTED  
 KX2252* NAVD 88     -                                                        
 KX2252  ___________________________________________________________________
 KX2252  LAPLACE CORR-          -4.87  (seconds)                    DEFLEC99
 KX2252  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KX2252
 KX2252  HORZ ORDER  -  THIRD
 KX2252
 KX2252.The horizontal coordinates were established by classical geodetic methods
 KX2252.and adjusted by the National Geodetic Survey in June 2002..
 KX2252
 KX2252
 KX2252.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2252
 KX2252.The geoid height was determined by GEOID03.
 KX2252
 KX2252;                    North         East     Units Scale Factor Converg.
 KX2252;SPC PA S     -   128,948.741   543,882.406   MT  0.99995977   -0 25 46.2
 KX2252;SPC PA S     -   423,059.33  1,784,387.53   sFT  0.99995977   -0 25 46.2
 KX2252;UTM  17      - 4,485,670.075   719,328.495   MT  1.00019217   +1 40 52.3
 KX2252
 KX2252                          SUPERSEDED SURVEY CONTROL
 KX2252
 KX2252  NAD 83(1986)-  40 29 33.98289(N)    078 24 43.12905(W) AD(       ) 4
 KX2252  NAD 27      -  40 29 33.67500(N)    078 24 44.06700(W) AD(       ) 3
 KX2252
 KX2252.Superseded values are not recommended for survey control.
 KX2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2252.See file dsdata.txt to determine how the superseded data were derived.
 KX2252
 KX2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE1932885670(NAD 83)
 KX2252_MARKER: 63 = STACK
 KX2252
 KX2252  HISTORY     - Date     Condition        Report By
 KX2252  HISTORY     - 1941     FIRST OBSERVED   CGS
 KX2252
 KX2252                          STATION DESCRIPTION
 KX2252
 KX2252'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2252'THIS INTERSECTION STATION IS THE TALL RED BRICK STACK OF THE LOGAN
 KX2252'VALLEY POWER COMPANY LOCATED ON 6TH AVENUE AT THE S EDGE OF THE
 KX2252'TOWN OF ALTOONA.  A WATER TANK ABOUT HALF THE HEIGHT OF THE STACK IS
 KX2252'NEARBY.  THE CENTER OF THE TOP OF THE STACK WAS OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2203 ***********************************************************************
 KX2203  DESIGNATION -  ALTOONA OLD BREWERY CUPOLA
 KX2203  PID         -  KX2203
 KX2203  STATE/COUNTY-  PA/BLAIR
 KX2203  USGS QUAD   -  ALTOONA (1993)
 KX2203
 KX2203                         *CURRENT SURVEY CONTROL
 KX2203  ___________________________________________________________________
 KX2203* NAD 83(1992)-  40 30 39.39064(N)    078 23 43.40553(W)     ADJUSTED  
 KX2203* NAVD 88     -                                                        
 KX2203  ___________________________________________________________________
 KX2203  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 KX2203  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KX2203
 KX2203  HORZ ORDER  -  THIRD
 KX2203
 KX2203.The horizontal coordinates were established by classical geodetic methods
 KX2203.and adjusted by the National Geodetic Survey in June 2002..
 KX2203
 KX2203
 KX2203.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2203
 KX2203.The geoid height was determined by GEOID03.
 KX2203
 KX2203;                    North         East     Units Scale Factor Converg.
 KX2203;SPC PA S     -   130,955.947   545,303.259   MT  0.99996005   -0 25 07.4
 KX2203;SPC PA S     -   429,644.64  1,789,049.11   sFT  0.99996005   -0 25 07.4
 KX2203;UTM  17      - 4,487,728.743   720,674.764   MT  1.00019946   +1 41 33.4
 KX2203
 KX2203                          SUPERSEDED SURVEY CONTROL
 KX2203
 KX2203  NAD 83(1986)-  40 30 39.39749(N)    078 23 43.41572(W) AD(       ) 4
 KX2203  NAD 27      -  40 30 39.14400(N)    078 23 44.36500(W) AD(       ) 3
 KX2203
 KX2203.Superseded values are not recommended for survey control.
 KX2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2203.See file dsdata.txt to determine how the superseded data were derived.
 KX2203
 KX2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE2067587729(NAD 83)
 KX2203_MARKER: 86 = CUPOLA
 KX2203
 KX2203  HISTORY     - Date     Condition        Report By
 KX2203  HISTORY     - 1941     FIRST OBSERVED   CGS
 KX2203  HISTORY     - 19970904 MARK NOT FOUND   USPSQD
 KX2203
 KX2203                          STATION DESCRIPTION
 KX2203
 KX2203'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2203'THIS INTERSECTION STATION IS THE OBSERVATION CABIN ATOP THE ABANDONED
 KX2203'BREWERY BUILDING LOCATED AT 4TH AVENUE AND 13TH STREET IN ALTOONA.
 KX2203'THE CABIN IS COMPLETELY ENCLOSED BY GLASS WINDOWS AND HAS A
 KX2203'PYRAMIDAL ROOF.  THE APEX OF THE ROOF WAS OBSERVED UPON.
 KX2203
 KX2203                          STATION RECOVERY (1997)
 KX2203
 KX2203'RECOVERY NOTE BY US POWER SQUADRON 1997
 KX2203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2202 ***********************************************************************
 KX2202  DESIGNATION -  ALTOONA PA RR NORTH STACK
 KX2202  PID         -  KX2202
 KX2202  STATE/COUNTY-  PA/BLAIR
 KX2202  USGS QUAD   -  ALTOONA (1993)
 KX2202
 KX2202                         *CURRENT SURVEY CONTROL
 KX2202  ___________________________________________________________________
 KX2202* NAD 83(1992)-  40 31 17.08068(N)    078 23 36.46297(W)     ADJUSTED  
 KX2202* NAVD 88     -                                                        
 KX2202  ___________________________________________________________________
 KX2202  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 KX2202  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KX2202
 KX2202  HORZ ORDER  -  THIRD
 KX2202
 KX2202.The horizontal coordinates were established by classical geodetic methods
 KX2202.and adjusted by the National Geodetic Survey in June 2002..
 KX2202
 KX2202
 KX2202.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2202
 KX2202.The geoid height was determined by GEOID03.
 KX2202
 KX2202;                    North         East     Units Scale Factor Converg.
 KX2202;SPC PA S     -   132,117.254   545,475.165   MT  0.99996026   -0 25 02.9
 KX2202;SPC PA S     -   433,454.69  1,789,613.10   sFT  0.99996026   -0 25 02.9
 KX2202;UTM  17      - 4,488,895.875   720,803.797   MT  1.00020016   +1 41 39.2
 KX2202
 KX2202                          SUPERSEDED SURVEY CONTROL
 KX2202
 KX2202  NAD 83(1986)-  40 31 17.08734(N)    078 23 36.47304(W) AD(       ) 4
 KX2202  NAD 27      -  40 31 16.83400(N)    078 23 37.42500(W) AD(       ) 3
 KX2202
 KX2202.Superseded values are not recommended for survey control.
 KX2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2202.See file dsdata.txt to determine how the superseded data were derived.
 KX2202
 KX2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE2080488896(NAD 83)
 KX2202_MARKER: 63 = STACK
 KX2202
 KX2202  HISTORY     - Date     Condition        Report By
 KX2202  HISTORY     - 1941     FIRST OBSERVED   CGS
 KX2202  HISTORY     - 19981206 MARK NOT FOUND   USPSQD
 KX2202
 KX2202                          STATION DESCRIPTION
 KX2202
 KX2202'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2202'THIS INTERSECTION STATION IS THE N ONE OF TWO TALL STACKS OF THE
 KX2202'PENNSYLVANIA RAILROAD FIRST STREET POWER HOUSE, LOCATED AT 4TH AND
 KX2202'CHESTNUT STREETS IN ALTOONA.  THE STACK IS ROUND, OF RED BRICK AND
 KX2202'ABOUT 150 FEET IN HEIGHT.  A SIMILAR STACK IS ABOUT 50 FEET TO THE S.
 KX2202'THE CENTER OF THE TOP OF THE STACK WAS OBSERVED UPON.
 KX2202
 KX2202                          STATION RECOVERY (1998)
 KX2202
 KX2202'RECOVERY NOTE BY US POWER SQUADRON 1998
 KX2202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2199 ***********************************************************************
 KX2199  DESIGNATION -  ALTOONA PA RR TALL STACK
 KX2199  PID         -  KX2199
 KX2199  STATE/COUNTY-  PA/BLAIR
 KX2199  USGS QUAD   -  ALTOONA (1993)
 KX2199
 KX2199                         *CURRENT SURVEY CONTROL
 KX2199  ___________________________________________________________________
 KX2199* NAD 83(1992)-  40 31 59.01703(N)    078 23 04.46608(W)     ADJUSTED  
 KX2199* NAVD 88     -                                                        
 KX2199  ___________________________________________________________________
 KX2199  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 KX2199  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KX2199
 KX2199  HORZ ORDER  -  THIRD
 KX2199
 KX2199.The horizontal coordinates were established by classical geodetic methods
 KX2199.and adjusted by the National Geodetic Survey in June 2002..
 KX2199
 KX2199
 KX2199.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2199
 KX2199.The geoid height was determined by GEOID03.
 KX2199
 KX2199;                    North         East     Units Scale Factor Converg.
 KX2199;SPC PA S     -   133,405.279   546,237.589   MT  0.99996053   -0 24 42.1
 KX2199;SPC PA S     -   437,680.49  1,792,114.49   sFT  0.99996053   -0 24 42.1
 KX2199;UTM  17      - 4,490,211.439   721,518.409   MT  1.00020405   +1 42 01.5
 KX2199
 KX2199                          SUPERSEDED SURVEY CONTROL
 KX2199
 KX2199  NAD 83(1986)-  40 31 59.02342(N)    078 23 04.47604(W) AD(       ) 4
 KX2199  NAD 27      -  40 31 58.77500(N)    078 23 05.42600(W) AD(       ) 3
 KX2199
 KX2199.Superseded values are not recommended for survey control.
 KX2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2199.See file dsdata.txt to determine how the superseded data were derived.
 KX2199
 KX2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE2151890211(NAD 83)
 KX2199_MARKER: 63 = STACK
 KX2199
 KX2199  HISTORY     - Date     Condition        Report By
 KX2199  HISTORY     - 1941     FIRST OBSERVED   CGS
 KX2199  HISTORY     - 19970904 MARK NOT FOUND   USPSQD
 KX2199
 KX2199                          STATION DESCRIPTION
 KX2199
 KX2199'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2199'THIS INTERSECTION STATION IS THE TALLER OF TWO LARGE BRICK STACKS AT
 KX2199'THE JUNIATA POWER HOUSE OF THE PENNSYLVANIA RAILROAD LOCATED
 KX2199'AT 4TH AVENUE AND 2ND STREET IN ALTOONA.  THE STACK IS ROUND AND
 KX2199'ABOUT 150 FEET HIGH.  IT IS ABOUT 25 FEET HIGHER THAN A SIMILAR
 KX2199'STACK ABOUT 50 FEET TO THE S.  THE CENTER OF THE TOP OF THE STACK WAS
 KX2199'OBSERVED UPON.
 KX2199
 KX2199                          STATION RECOVERY (1997)
 KX2199
 KX2199'RECOVERY NOTE BY US POWER SQUADRON 1997
 KX2199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2200 ***********************************************************************
 KX2200  DESIGNATION -  ALTOONA ST JAMES LUTH CH SPIRE
 KX2200  PID         -  KX2200
 KX2200  STATE/COUNTY-  PA/BLAIR
 KX2200  USGS QUAD   -  ALTOONA (1993)
 KX2200
 KX2200                         *CURRENT SURVEY CONTROL
 KX2200  ___________________________________________________________________
 KX2200* NAD 83(1992)-  40 30 40.72315(N)    078 23 58.72575(W)     ADJUSTED  
 KX2200* NAVD 88     -                                                        
 KX2200  ___________________________________________________________________
 KX2200  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 KX2200  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KX2200
 KX2200  HORZ ORDER  -  THIRD
 KX2200
 KX2200.The horizontal coordinates were established by classical geodetic methods
 KX2200.and adjusted by the National Geodetic Survey in June 2002..
 KX2200
 KX2200
 KX2200.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2200
 KX2200.The geoid height was determined by GEOID03.
 KX2200
 KX2200;                    North         East     Units Scale Factor Converg.
 KX2200;SPC PA S     -   130,999.691   544,942.905   MT  0.99996006   -0 25 17.3
 KX2200;SPC PA S     -   429,788.15  1,787,866.85   sFT  0.99996006   -0 25 17.3
 KX2200;UTM  17      - 4,487,759.189   720,312.957   MT  1.00019750   +1 41 23.5
 KX2200
 KX2200                          SUPERSEDED SURVEY CONTROL
 KX2200
 KX2200  NAD 83(1986)-  40 30 40.73007(N)    078 23 58.73591(W) AD(       ) 4
 KX2200  NAD 27      -  40 30 40.47700(N)    078 23 59.68600(W) AD(       ) 3
 KX2200
 KX2200.Superseded values are not recommended for survey control.
 KX2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2200.See file dsdata.txt to determine how the superseded data were derived.
 KX2200
 KX2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE2031387759(NAD 83)
 KX2200_MARKER: 90 = CHURCH SPIRE
 KX2200
 KX2200  HISTORY     - Date     Condition        Report By
 KX2200  HISTORY     - 1941     FIRST OBSERVED   CGS
 KX2200  HISTORY     - 19970904 GOOD             USPSQD
 KX2200
 KX2200                          STATION DESCRIPTION
 KX2200
 KX2200'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2200'THIS INTERSECTION STATION IS THE TALL SPIRE OF THE ST. JAMES LUTHERAN
 KX2200'CHURCH LOCATED ON THE SE CORNER OF 8TH AVENUE AND 14TH STREET IN
 KX2200'ALTOONA.  THE APEX OF THE SPIRE WAS OBSERVED UPON.  IT IS ABOUT 125
 KX2200'FEET ABOVE THE STREET.
 KX2200
 KX2200                          STATION RECOVERY (1997)
 KX2200
 KX2200'RECOVERY NOTE BY US POWER SQUADRON 1997
 KX2200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2194 ***********************************************************************
 KX2194  DESIGNATION -  ALTOONA ST JOHN CATHEDRAL DOME
 KX2194  PID         -  KX2194
 KX2194  STATE/COUNTY-  PA/BLAIR
 KX2194  USGS QUAD   -  ALTOONA (1993)
 KX2194
 KX2194                         *CURRENT SURVEY CONTROL
 KX2194  ___________________________________________________________________
 KX2194* NAD 83(1992)-  40 30 56.65644(N)    078 24 14.34480(W)     ADJUSTED  
 KX2194* NAVD 88     -                                                        
 KX2194  ___________________________________________________________________
 KX2194  LAPLACE CORR-          -5.05  (seconds)                    DEFLEC99
 KX2194  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KX2194
 KX2194  HORZ ORDER  -  THIRD
 KX2194
 KX2194.The horizontal coordinates were established by classical geodetic methods
 KX2194.and adjusted by the National Geodetic Survey in June 2002..
 KX2194
 KX2194
 KX2194.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2194
 KX2194.The geoid height was determined by GEOID03.
 KX2194
 KX2194;                    North         East     Units Scale Factor Converg.
 KX2194;SPC PA S     -   131,493.846   544,578.855   MT  0.99996014   -0 25 27.5
 KX2194;SPC PA S     -   431,409.39  1,786,672.46   sFT  0.99996014   -0 25 27.5
 KX2194;UTM  17      - 4,488,239.708   719,930.858   MT  1.00019543   +1 41 13.9
 KX2194
 KX2194                          SUPERSEDED SURVEY CONTROL
 KX2194
 KX2194  NAD 83(1986)-  40 30 56.66332(N)    078 24 14.35472(W) AD(       ) 4
 KX2194  NAD 27      -  40 30 56.41100(N)    078 24 15.30400(W) AD(       ) 3
 KX2194
 KX2194.Superseded values are not recommended for survey control.
 KX2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2194.See file dsdata.txt to determine how the superseded data were derived.
 KX2194
 KX2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE1993188240(NAD 83)
 KX2194_MARKER: 91 = CHURCH CROSS
 KX2194
 KX2194  HISTORY     - Date     Condition        Report By
 KX2194  HISTORY     - 1941     FIRST OBSERVED   CGS
 KX2194  HISTORY     - 19970904 GOOD             USPSQD
 KX2194
 KX2194                          STATION DESCRIPTION
 KX2194
 KX2194'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2194'THIS INTERSECTION STATION IS THE CROSS ON THE TOP OF THE DOME OF THE
 KX2194'ST. JOHNS CATHEDRAL, LOCATED 1 BLOCK S OF THE CITY HALL IN ALTOONA.
 KX2194'THE BASE OF THE CROSS WAS OBSERVED UPON.
 KX2194
 KX2194                          STATION RECOVERY (1997)
 KX2194
 KX2194'RECOVERY NOTE BY US POWER SQUADRON 1997
 KX2194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2195 ***********************************************************************
 KX2195  DESIGNATION -  ALTOONA ST LEO CATH CH N SPIRE
 KX2195  PID         -  KX2195
 KX2195  STATE/COUNTY-  PA/BLAIR
 KX2195  USGS QUAD   -  ALTOONA (1993)
 KX2195
 KX2195                         *CURRENT SURVEY CONTROL
 KX2195  ___________________________________________________________________
 KX2195* NAD 83(1992)-  40 30 40.08259(N)    078 24 40.72650(W)     ADJUSTED  
 KX2195* NAVD 88     -                                                        
 KX2195  ___________________________________________________________________
 KX2195  LAPLACE CORR-          -5.43  (seconds)                    DEFLEC99
 KX2195  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KX2195
 KX2195  HORZ ORDER  -  THIRD
 KX2195
 KX2195.The horizontal coordinates were established by classical geodetic methods
 KX2195.and adjusted by the National Geodetic Survey in June 2002..
 KX2195
 KX2195
 KX2195.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2195
 KX2195.The geoid height was determined by GEOID03.
 KX2195
 KX2195;                    North         East     Units Scale Factor Converg.
 KX2195;SPC PA S     -   130,987.273   543,954.015   MT  0.99996005   -0 25 44.6
 KX2195;SPC PA S     -   429,747.41  1,784,622.46   sFT  0.99996005   -0 25 44.6
 KX2195;UTM  17      - 4,487,710.335   719,324.963   MT  1.00019215   +1 40 56.2
 KX2195
 KX2195                          SUPERSEDED SURVEY CONTROL
 KX2195
 KX2195  NAD 83(1986)-  40 30 40.08958(N)    078 24 40.73635(W) AD(       ) 4
 KX2195  NAD 27      -  40 30 39.83700(N)    078 24 41.68800(W) AD(       ) 3
 KX2195
 KX2195.Superseded values are not recommended for survey control.
 KX2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2195.See file dsdata.txt to determine how the superseded data were derived.
 KX2195
 KX2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE1932587710(NAD 83)
 KX2195_MARKER: 91 = CHURCH CROSS
 KX2195
 KX2195  HISTORY     - Date     Condition        Report By
 KX2195  HISTORY     - 1941     FIRST OBSERVED   CGS
 KX2195  HISTORY     - 19970904 GOOD             USPSQD
 KX2195
 KX2195                          STATION DESCRIPTION
 KX2195
 KX2195'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2195'THIS INTERSECTION STATION IS THE N ONE OF TWO SPIRES ON THE ST. LEOS
 KX2195'CATHOLIC CHURCH.  IT IS LOCATED IN THE SW PART OF ALTOONA, AT THE
 KX2195'SW CORNER OF 12TH AVENUE AND 20TH STREET.  THE SPIRE IS ABOUT 100
 KX2195'FEET ABOVE THE GROUND AND IS ABOUT 20 FEET HIGHER THAN THE S SPIRE.
 KX2195'THE TIP OF THE CROSS ON TOP THE SPIRE WAS OBSERVED UPON.
 KX2195
 KX2195                          STATION RECOVERY (1997)
 KX2195
 KX2195'RECOVERY NOTE BY US POWER SQUADRON 1997
 KX2195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2206 ***********************************************************************
 KX2206  DESIGNATION -  ALTOONA ST MARYS CHURCH SPIRE
 KX2206  PID         -  KX2206
 KX2206  STATE/COUNTY-  PA/BLAIR
 KX2206  USGS QUAD   -  ALTOONA (1993)
 KX2206
 KX2206                         *CURRENT SURVEY CONTROL
 KX2206  ___________________________________________________________________
 KX2206* NAD 83(1992)-  40 30 35.52036(N)    078 23 49.14056(W)     ADJUSTED  
 KX2206* NAVD 88     -                                                        
 KX2206  ___________________________________________________________________
 KX2206  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 KX2206  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KX2206
 KX2206  HORZ ORDER  -  THIRD
 KX2206
 KX2206.The horizontal coordinates were established by classical geodetic methods
 KX2206.and adjusted by the National Geodetic Survey in June 2002..
 KX2206
 KX2206
 KX2206.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2206
 KX2206.The geoid height was determined by GEOID03.
 KX2206
 KX2206;                    North         East     Units Scale Factor Converg.
 KX2206;SPC PA S     -   130,837.562   545,167.375   MT  0.99996003   -0 25 11.1
 KX2206;SPC PA S     -   429,256.23  1,788,603.30   sFT  0.99996003   -0 25 11.1
 KX2206;UTM  17      - 4,487,605.402   720,543.302   MT  1.00019875   +1 41 29.6
 KX2206
 KX2206                          SUPERSEDED SURVEY CONTROL
 KX2206
 KX2206  NAD 83(1986)-  40 30 35.52728(N)    078 23 49.15072(W) AD(       ) 4
 KX2206  NAD 27      -  40 30 35.27400(N)    078 23 50.10100(W) AD(       ) 3
 KX2206
 KX2206.Superseded values are not recommended for survey control.
 KX2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2206.See file dsdata.txt to determine how the superseded data were derived.
 KX2206
 KX2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE2054387605(NAD 83)
 KX2206_MARKER: 90 = CHURCH SPIRE
 KX2206
 KX2206  HISTORY     - Date     Condition        Report By
 KX2206  HISTORY     - 1941     FIRST OBSERVED   CGS
 KX2206  HISTORY     - 19970904 GOOD             USPSQD
 KX2206
 KX2206                          STATION DESCRIPTION
 KX2206
 KX2206'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2206'THIS INTERSECTION STATION IS THE TALL SLENDER SPIRE OF ST. MARYS
 KX2206'IMMACULATE CONCEPTION CHURCH LOCATED ON THE SE CORNER OF 5TH AVENUE
 KX2206'AND 14TH STREET IN ALTOONA.  THE CROSS AT THE APEX OF THE SPIRE IS
 KX2206'ABOUT 125 FEET ABOVE THE STREET.
 KX2206
 KX2206                          STATION RECOVERY (1997)
 KX2206
 KX2206'RECOVERY NOTE BY US POWER SQUADRON 1997
 KX2206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2204 ***********************************************************************
 KX2204  DESIGNATION -  ALTOONA TV STATION WFBG MAST
 KX2204  PID         -  KX2204
 KX2204  STATE/COUNTY-  PA/BLAIR
 KX2204  USGS QUAD   -  ALTOONA (1993)
 KX2204
 KX2204                         *CURRENT SURVEY CONTROL
 KX2204  ___________________________________________________________________
 KX2204* NAD 83(1992)-  40 34 01.07010(N)    078 26 27.96015(W)     ADJUSTED  
 KX2204* NAVD 88     -                                                        
 KX2204  ___________________________________________________________________
 KX2204  LAPLACE CORR-          -6.93  (seconds)                    DEFLEC99
 KX2204  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KX2204
 KX2204  HORZ ORDER  -  THIRD
 KX2204
 KX2204.The horizontal coordinates were established by classical geodetic methods
 KX2204.and adjusted by the National Geodetic Survey in June 2002..
 KX2204
 KX2204
 KX2204.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2204
 KX2204.The geoid height was determined by GEOID03.
 KX2204
 KX2204;                    North         East     Units Scale Factor Converg.
 KX2204;SPC PA S     -   137,205.797   541,478.133   MT  0.99996155   -0 26 54.2
 KX2204;SPC PA S     -   450,149.35  1,776,499.51   sFT  0.99996155   -0 26 54.2
 KX2204;UTM  17      - 4,493,834.752   716,620.960   MT  1.00017763   +1 39 53.3
 KX2204
 KX2204                          SUPERSEDED SURVEY CONTROL
 KX2204
 KX2204  NAD 83(1986)-  40 34 01.07758(N)    078 26 27.96574(W) AD(       ) 4
 KX2204  NAD 27      -  40 34 00.83310(N)    078 26 28.92150(W) AD(       ) 3
 KX2204
 KX2204.Superseded values are not recommended for survey control.
 KX2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2204.See file dsdata.txt to determine how the superseded data were derived.
 KX2204
 KX2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE1662193835(NAD 83)
 KX2204_MARKER: 42 = RADIO/TV MAST
 KX2204
 KX2204  HISTORY     - Date     Condition        Report By
 KX2204  HISTORY     - 1967     FIRST OBSERVED   CGS
 KX2204
 KX2204                          STATION DESCRIPTION
 KX2204
 KX2204'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2204'THE STATION IS THE RED LIGHT ATOP THE 277 FOOT STRUCTUAL STEEL MAST
 KX2204'PAINTED ALTERNATELY RED AND WHITE.  THE MAST IS LOCATED ABOUT 4
 KX2204'MILES NORTHWEST OF ALTOONA AND ON A PROMINENT BLUFF OF THE ALLEGHENY
 KX2204'MOUNTAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2197 ***********************************************************************
 KX2197  DESIGNATION -  ALTOONA WFBG RADIO MAST
 KX2197  PID         -  KX2197
 KX2197  STATE/COUNTY-  PA/BLAIR
 KX2197  USGS QUAD   -  ALTOONA (1993)
 KX2197
 KX2197                         *CURRENT SURVEY CONTROL
 KX2197  ___________________________________________________________________
 KX2197* NAD 83(1992)-  40 30 53.58736(N)    078 24 11.89818(W)     ADJUSTED  
 KX2197* NAVD 88     -                                                        
 KX2197  ___________________________________________________________________
 KX2197  LAPLACE CORR-          -4.96  (seconds)                    DEFLEC99
 KX2197  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KX2197
 KX2197  HORZ ORDER  -  THIRD
 KX2197
 KX2197.The horizontal coordinates were established by classical geodetic methods
 KX2197.and adjusted by the National Geodetic Survey in June 2002..
 KX2197
 KX2197
 KX2197.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2197
 KX2197.The geoid height was determined by GEOID03.
 KX2197
 KX2197;                    North         East     Units Scale Factor Converg.
 KX2197;SPC PA S     -   131,398.758   544,635.747   MT  0.99996013   -0 25 25.9
 KX2197;SPC PA S     -   431,097.43  1,786,859.11   sFT  0.99996013   -0 25 25.9
 KX2197;UTM  17      - 4,488,146.759   719,991.229   MT  1.00019575   +1 41 15.4
 KX2197
 KX2197                          SUPERSEDED SURVEY CONTROL
 KX2197
 KX2197  NAD 83(1986)-  40 30 53.59420(N)    078 24 11.90828(W) AD(       ) 4
 KX2197  NAD 27      -  40 30 53.34100(N)    078 24 12.85900(W) AD(       ) 3
 KX2197
 KX2197.Superseded values are not recommended for survey control.
 KX2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2197.See file dsdata.txt to determine how the superseded data were derived.
 KX2197
 KX2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE1999188147(NAD 83)
 KX2197_MARKER: 42 = RADIO/TV MAST
 KX2197
 KX2197  HISTORY     - Date     Condition        Report By
 KX2197  HISTORY     - 1941     FIRST OBSERVED   CGS
 KX2197  HISTORY     - 19981206 MARK NOT FOUND   USPSQD
 KX2197
 KX2197                          STATION DESCRIPTION
 KX2197
 KX2197'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2197'THIS INTERSECTION STATION IS THE LIGHT ON THE TOP OF THE WFBG RADIO
 KX2197'MAST, LOCATED 1 BLOCK S OF THE ST. JOHNS CATHEDRAL IN ALTOONA.
 KX2197
 KX2197                          STATION RECOVERY (1998)
 KX2197
 KX2197'RECOVERY NOTE BY US POWER SQUADRON 1998
 KX2197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1746 ***********************************************************************
 JU1746  DESIGNATION -  ALTOR
 JU1746  PID         -  JU1746
 JU1746  STATE/COUNTY-  PA/CHESTER
 JU1746  USGS QUAD   -  UNIONVILLE (1992)
 JU1746
 JU1746                         *CURRENT SURVEY CONTROL
 JU1746  ___________________________________________________________________
 JU1746* NAD 83(1992)-  39 57 56.04500(N)    075 40 19.40363(W)     ADJUSTED  
 JU1746* NAVD 88     -        99.524  (meters)     326.52   (feet)  ADJUSTED  
 JU1746  ___________________________________________________________________
 JU1746  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 JU1746  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JU1746  DYNAMIC HT  -          99.476 (meters)     326.36  (feet)  COMP
 JU1746  MODELED GRAV-     980,144.3   (mgal)                       NAVD 88
 JU1746
 JU1746  HORZ ORDER  -  SECOND
 JU1746  VERT ORDER  -  SECOND    CLASS 0
 JU1746
 JU1746.The horizontal coordinates were established by classical geodetic methods
 JU1746.and adjusted by the National Geodetic Survey in June 2002..
 JU1746
 JU1746.The orthometric height was determined by differential leveling
 JU1746.and adjusted by the National Geodetic Survey in June 1991..
 JU1746
 JU1746.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1746
 JU1746.The geoid height was determined by GEOID03.
 JU1746
 JU1746.The dynamic height is computed by dividing the NAVD 88
 JU1746.geopotential number by the normal gravity value computed on the
 JU1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1746.degrees latitude (g = 980.6199 gals.).
 JU1746
 JU1746.The modeled gravity was interpolated from observed gravity values.
 JU1746
 JU1746;                    North         East     Units Scale Factor Converg.
 JU1746;SPC PA S     -    72,288.558   777,515.449   MT  0.99999512   +1 20 53.4
 JU1746;SPC PA S     -   237,166.71  2,550,898.60   sFT  0.99999512   +1 20 53.4
 JU1746;UTM  18      - 4,424,151.842   442,604.417   MT  0.99964055   -0 25 54.1
 JU1746
 JU1746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1746!SPC PA S     -   0.99998962  x   0.99999512  =   0.99998474
 JU1746!UTM  18      -   0.99998962  x   0.99964055  =   0.99963017
 JU1746
 JU1746|---------------------------------------------------------------------|
 JU1746| PID    Reference Object                     Distance      Geod. Az  |
 JU1746|                                                           dddmmss.s |
 JU1746| JU1745 ALTOR RM 1                            5.200 METERS 07240     |
 JU1746| JU1747 ALTOR RM 2                            5.419 METERS 23736     |
 JU1746| JU3666 YMCA                                APPROX. 3.7 KM 3232034.1 |
 JU1746| JU1744 ALTOR AZ MK                                        3263825.3 |
 JU1746|---------------------------------------------------------------------|
 JU1746
 JU1746                          SUPERSEDED SURVEY CONTROL
 JU1746
 JU1746  NAD 83(1996)-  39 57 56.04335(N)    075 40 19.40359(W) AD(       ) 2
 JU1746  NAD 83(1991)-  39 57 56.04191(N)    075 40 19.40546(W) AD(       ) 2
 JU1746  NAD 83(1986)-  39 57 56.03977(N)    075 40 19.40896(W) AD(       ) 2
 JU1746  NAD 27      -  39 57 55.64660(N)    075 40 20.62027(W) AD(       ) 2
 JU1746  NGVD 29 (??/??/??)   99.806  (m)          327.45   (f) ADJUSTED    2 0
 JU1746
 JU1746.Superseded values are not recommended for survey control.
 JU1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1746.See file dsdata.txt to determine how the superseded data were derived.
 JU1746
 JU1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK4260424152(NAD 83)
 JU1746_MARKER: DE = TRAVERSE STATION DISK
 JU1746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1746_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU1746_STAMPING: ALTOR 1966
 JU1746_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU1746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1746+STABILITY: SURFACE MOTION
 JU1746
 JU1746  HISTORY     - Date     Condition        Report By
 JU1746  HISTORY     - 1966     MONUMENTED       CGS
 JU1746  HISTORY     - 1966     GOOD             CGS
 JU1746  HISTORY     - 1976     GOOD             PHELCO
 JU1746  HISTORY     - 1985     MARK NOT FOUND   PADT
 JU1746
 JU1746                          STATION DESCRIPTION
 JU1746
 JU1746'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 JU1746'THE STATION IS LOCATED ABOUT 3.5 MILES WEST OF WEST CHESTER, 1 MILE
 JU1746'NORTH OF THE SMALL SETTLEMENT OF MARSHALLTON, 0.25 MILE SOUTH
 JU1746'OF THE SMALL SETTLEMENT OF ALTOR AND 0.25 MILE SOUTH OF U. S. HIGHWAY
 JU1746'322. THE PROPERTY IS OWNED BY MR. MARSHALL WALTZ.
 JU1746'
 JU1746'TO REACH THE STATION FROM THE WEST BRADFORD FIRE COMPANY IN THE SMALL
 JU1746'SETTLEMENT OF MARSHALLTON, GO EAST ON STATE HIGHWAY 162 FOR
 JU1746'0.05 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT ON PAVED ROAD,
 JU1746'PASSING THE SCHOOL HOUSE ON THE LEFT, AND GO 0.45 MILE TO A
 JU1746'FORK, KEEP THE LEFT FORK, CROSSING NARROW BRIDGE, AND GO 0.45 MILE TO
 JU1746'A TRACK ROAD ON THE RIGHT, UNDER THE OVERHEAD HIGHLINE WIRES,
 JU1746'TURN RIGHT ON TRACK ROAD AND THEN BEAR LEFT UP STEEP HILL FOR 0.25
 JU1746'MILE TO TOP OF HILL, TURN RIGHT FOR ABOUT 100 FEET TO A TRACK
 JU1746'ROAD BETWEEN TWO CULTIVATED FIELDS, TURN LEFT ON TRACK ROAD
 JU1746'AND GO 0.1 MILE TO THE STATION ON THE RIGHT, IN THE EAST END OF A
 JU1746'NARROW BRUSH STRIP.
 JU1746'
 JU1746'THE STATION MARK IS 4.5 FEET SOUTH OF A METAL WITNESS POST. THE MARK
 JU1746'IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A SQUARE
 JU1746'CONCRETE POST SET FLUSH WITH THE GROUND AND STAMPED ALTOR 1966.
 JU1746'
 JU1746'REFERENCE MARK NO 1 IS 18 FEET EAST OF A METAL WITNESS POST. THE MARK
 JU1746'IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 JU1746'POST SET FLUSH WITH THE GROUND AND STAMPED ALTOR NO 1 1966.
 JU1746'
 JU1746'REFERENCE MARK NO 2 IS 19 FEET WEST OF A METAL WITNESS POST. THE MARK
 JU1746'IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 JU1746'POST SET FLUSH WITH THE GROUND AND STAMPED ALTOR NO 2 1966.
 JU1746'
 JU1746'THE AZIMUTH MARK IS 31 FEET NORTHEAST OF THE NORTHWEST LEG OF A METAL
 JU1746'HIGHLINE POLE AND 29 FEET NORTHWEST OF THE NORTHEAST LEG. THE
 JU1746'MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 JU1746'BEDROCK PROJECTING 3 FEET AND STAMPED ALTOR 1966.
 JU1746'
 JU1746'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH DOWN THROUGH
 JU1746'PASTURE FOR 0.1 MILE TO HIGHLINE POLE AND THE AZIMUTH MARK.
 JU1746'
 JU1746'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 JU1746
 JU1746                          STATION RECOVERY (1966)
 JU1746
 JU1746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JU1746'3.6 MI NW FROM WEST CHESTER.
 JU1746'3.3 MILES NORTHWEST ALONG U.S. HIGHWAY 322 FROM THE JUNCTION
 JU1746'OF U.S. HIGHWAY 322 AND STATE HIGHWAY 162 AT THE WEST EDGE OF
 JU1746'WEST CHESTER, TO A ROAD LEADING SOUTHEAST ALONG EAST BRANCH,
 JU1746'THENCE SOUTHEAST 0.1 MILE TO THE EDGE OF WOODS, THENCE SOUTH
 JU1746'0.2 MILE TO THE STATION SET AT THE EAST END OF A NARROW BRUSH
 JU1746'STRIP AT THE TOP OF HILL, 17.06 FEET SOUTHWEST OF RM 1, 4.5
 JU1746'FEET SOUTH OF A METAL WITNESS SIGN AND IS ABOUT 110 FEET
 JU1746'ABOVE THE LEVEL OF THE HIGHWAY.
 JU1746
 JU1746                          STATION RECOVERY (1976)
 JU1746
 JU1746'RECOVERY NOTE BY PHILADELPHIA ELECTRIC COMPANY 1976 (JPK)
 JU1746'ALTOR 1966 RECOVERED IN GOOD CONDITION.
 JU1746'
 JU1746'ALTOR NO. 1 1966 RECOVERED IN GOOD CONDITION.
 JU1746'
 JU1746'ALTOR NO. 2 1966 RECOVERED IN GOOD CONDITION.
 JU1746'
 JU1746'ALTOR 1966 (AZ. MARK) RECOVERED IN GOOD CONDITION.
 JU1746'
 JU1746'STATION, REFERENCE AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 JU1746'DISTANCES TO REFERENCE MARKS CHECKED CLOSELY WITH DESCRIPTION.  1966
 JU1746'DESCRIPTION IS ADEQUATE.
 JU1746
 JU1746                          STATION RECOVERY (1985)
 JU1746
 JU1746'RECOVERY NOTE BY PA DEPT OF TRANSP 1985 (BIW)
 JU1746'THE STATION NOT RECOVERED AT THIS DATE.
 JU1746'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED.  AREA BETWEEN CORN
 JU1746'FIELDS AND AROUND POWERLINE IS HEAVILY OVERGROWN.
 JU1746'
 JU1746'DESCRIBED BY B.I. WILLIAMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1744 ***********************************************************************
 JU1744  DESIGNATION -  ALTOR AZ MK
 JU1744  PID         -  JU1744
 JU1744  STATE/COUNTY-  PA/CHESTER
 JU1744  USGS QUAD   -  UNIONVILLE (1992)
 JU1744
 JU1744                         *CURRENT SURVEY CONTROL
 JU1744  ___________________________________________________________________
 JU1744* NAD 83(1986)-  39 58 02.     (N)    075 40 06.     (W)     SCALED    
 JU1744* NAVD 88     -        88.460  (meters)     290.22   (feet)  ADJUSTED  
 JU1744  ___________________________________________________________________
 JU1744  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JU1744  DYNAMIC HT  -          88.418 (meters)     290.08  (feet)  COMP
 JU1744  MODELED GRAV-     980,144.2   (mgal)                       NAVD 88
 JU1744
 JU1744  VERT ORDER  -  SECOND    CLASS 0
 JU1744
 JU1744.The horizontal coordinates were scaled from a topographic map and have
 JU1744.an estimated accuracy of +/- 6 seconds.
 JU1744
 JU1744.The orthometric height was determined by differential leveling
 JU1744.and adjusted by the National Geodetic Survey in June 1991..
 JU1744
 JU1744.The geoid height was determined by GEOID03.
 JU1744
 JU1744.The dynamic height is computed by dividing the NAVD 88
 JU1744.geopotential number by the normal gravity value computed on the
 JU1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1744.degrees latitude (g = 980.6199 gals.).
 JU1744
 JU1744.The modeled gravity was interpolated from observed gravity values.
 JU1744
 JU1744;                    North         East    Units  Estimated Accuracy
 JU1744;SPC PA S     -    72,480.      777,830.      MT  (+/- 180 meters Scaled)
 JU1744
 JU1744                          SUPERSEDED SURVEY CONTROL
 JU1744
 JU1744  NGVD 29 (??/??/??)   88.743  (m)          291.15   (f) ADJUSTED    2 0
 JU1744
 JU1744.Superseded values are not recommended for survey control.
 JU1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1744.See file dsdata.txt to determine how the superseded data were derived.
 JU1744
 JU1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK429243(NAD 83)
 JU1744_MARKER: DZ = AZIMUTH MARK DISK
 JU1744_SETTING: 66 = SET IN ROCK OUTCROP
 JU1744_SP_SET: ROCK OUTCROP
 JU1744_STAMPING: ALTOR 1966
 JU1744_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU1744+STABILITY: POSITION/ELEVATION WELL
 JU1744
 JU1744  HISTORY     - Date     Condition        Report By
 JU1744  HISTORY     - 1966     MONUMENTED       CGS
 JU1744
 JU1744                          STATION DESCRIPTION
 JU1744
 JU1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1744'3.6 MI NW FROM WEST CHESTER.
 JU1744'0.1 MILE NORTHWEST OF THE ALTOR STATION SITE-- 31 FEET
 JU1744'NORTHEAST OF THE NORTHWEST LEG OF A HIGHLINE TOWER, 29 FEET
 JU1744'NORTHWEST OF THE NORTHWEST LEG, SET IN THE TOP OF A LARGE
 JU1744'OUTCROP OF BEDROCK AND IS ABOUT 40 FEET BELOW THE LEVEL OF
 JU1744'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1745 ***********************************************************************
 JU1745  DESIGNATION -  ALTOR RM 1
 JU1745  PID         -  JU1745
 JU1745  STATE/COUNTY-  PA/CHESTER
 JU1745  USGS QUAD   -  UNIONVILLE (1992)
 JU1745
 JU1745                         *CURRENT SURVEY CONTROL
 JU1745  ___________________________________________________________________
 JU1745* NAD 83(1986)-  39 57 55.     (N)    075 40 19.     (W)     SCALED    
 JU1745* NAVD 88     -        99.490  (meters)     326.41   (feet)  ADJUSTED  
 JU1745  ___________________________________________________________________
 JU1745  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JU1745  DYNAMIC HT  -          99.442 (meters)     326.25  (feet)  COMP
 JU1745  MODELED GRAV-     980,144.3   (mgal)                       NAVD 88
 JU1745
 JU1745  VERT ORDER  -  SECOND    CLASS 0
 JU1745
 JU1745.The horizontal coordinates were scaled from a topographic map and have
 JU1745.an estimated accuracy of +/- 6 seconds.
 JU1745
 JU1745.The orthometric height was determined by differential leveling
 JU1745.and adjusted by the National Geodetic Survey in June 1991..
 JU1745
 JU1745.The geoid height was determined by GEOID03.
 JU1745
 JU1745.The dynamic height is computed by dividing the NAVD 88
 JU1745.geopotential number by the normal gravity value computed on the
 JU1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1745.degrees latitude (g = 980.6199 gals.).
 JU1745
 JU1745.The modeled gravity was interpolated from observed gravity values.
 JU1745
 JU1745;                    North         East    Units  Estimated Accuracy
 JU1745;SPC PA S     -    72,260.      777,530.      MT  (+/- 180 meters Scaled)
 JU1745
 JU1745                          SUPERSEDED SURVEY CONTROL
 JU1745
 JU1745  NGVD 29 (??/??/??)   99.772  (m)          327.34   (f) ADJUSTED    2 0
 JU1745
 JU1745.Superseded values are not recommended for survey control.
 JU1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1745.See file dsdata.txt to determine how the superseded data were derived.
 JU1745
 JU1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK426241(NAD 83)
 JU1745_MARKER: DR = REFERENCE MARK DISK
 JU1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1745_STAMPING: ALTOR NO 1 1966
 JU1745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1745+STABILITY: SURFACE MOTION
 JU1745
 JU1745  HISTORY     - Date     Condition        Report By
 JU1745  HISTORY     - 1966     MONUMENTED       CGS
 JU1745
 JU1745                          STATION DESCRIPTION
 JU1745
 JU1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1745'3.6 MI NW FROM WEST CHESTER.
 JU1745'AT THE ALTOR STATION SITE-- 17.06 FEET NORTHEAST OF THE
 JU1745'STATION, 18 FEET EAST OF A METAL WITNESS SIGN, SET IN THE TOP
 JU1745'OF A CONCRETE POST, FLUSH, AND IS ABOUT LEVEL WITH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1747 ***********************************************************************
 JU1747  DESIGNATION -  ALTOR RM 2
 JU1747  PID         -  JU1747
 JU1747  STATE/COUNTY-  PA/CHESTER
 JU1747  USGS QUAD   -  UNIONVILLE (1992)
 JU1747
 JU1747                         *CURRENT SURVEY CONTROL
 JU1747  ___________________________________________________________________
 JU1747* NAD 83(1986)-  39 57 55.     (N)    075 40 19.     (W)     SCALED    
 JU1747* NAVD 88     -        99.861  (meters)     327.63   (feet)  ADJUSTED  
 JU1747  ___________________________________________________________________
 JU1747  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JU1747  DYNAMIC HT  -          99.813 (meters)     327.47  (feet)  COMP
 JU1747  MODELED GRAV-     980,144.3   (mgal)                       NAVD 88
 JU1747
 JU1747  VERT ORDER  -  SECOND    CLASS 0
 JU1747
 JU1747.The horizontal coordinates were scaled from a topographic map and have
 JU1747.an estimated accuracy of +/- 6 seconds.
 JU1747
 JU1747.The orthometric height was determined by differential leveling
 JU1747.and adjusted by the National Geodetic Survey in June 1991..
 JU1747
 JU1747.The geoid height was determined by GEOID03.
 JU1747
 JU1747.The dynamic height is computed by dividing the NAVD 88
 JU1747.geopotential number by the normal gravity value computed on the
 JU1747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1747.degrees latitude (g = 980.6199 gals.).
 JU1747
 JU1747.The modeled gravity was interpolated from observed gravity values.
 JU1747
 JU1747;                    North         East    Units  Estimated Accuracy
 JU1747;SPC PA S     -    72,260.      777,530.      MT  (+/- 180 meters Scaled)
 JU1747
 JU1747                          SUPERSEDED SURVEY CONTROL
 JU1747
 JU1747  NGVD 29 (??/??/??)  100.143  (m)          328.55   (f) ADJUSTED    2 0
 JU1747
 JU1747.Superseded values are not recommended for survey control.
 JU1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1747.See file dsdata.txt to determine how the superseded data were derived.
 JU1747
 JU1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK426241(NAD 83)
 JU1747_MARKER: DR = REFERENCE MARK DISK
 JU1747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1747_STAMPING: ALTOR NO 2 1966
 JU1747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1747+STABILITY: SURFACE MOTION
 JU1747
 JU1747  HISTORY     - Date     Condition        Report By
 JU1747  HISTORY     - 1966     MONUMENTED       CGS
 JU1747
 JU1747                          STATION DESCRIPTION
 JU1747
 JU1747'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1747'3.6 MI NW FROM WEST CHESTER.
 JU1747'AT THE ALTOR STATION SITE-- 17.78 FEET SOUTHWEST OF THE STATION
 JU1747'MARK, 19 FEET WEST OF A METAL WITNESS SIGN, SET IN THE TOP OF
 JU1747'A CONCRETE POST, FLUSH, AND IS ABOUT LEVEL WITH THE STATION
 JU1747'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2034 ***********************************************************************
 KX2034  DESIGNATION -  ALVERTON
 KX2034  PID         -  KX2034
 KX2034  STATE/COUNTY-  PA/WESTMORELAND
 KX2034  USGS QUAD   -  MOUNT PLEASANT (1993)
 KX2034
 KX2034                         *CURRENT SURVEY CONTROL
 KX2034  ___________________________________________________________________
 KX2034* NAD 83(1992)-  40 08 28.10373(N)    079 35 33.67919(W)     ADJUSTED  
 KX2034* NAVD 88     -       393.     (meters)    1289.     (feet)  SCALED    
 KX2034  ___________________________________________________________________
 KX2034  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 KX2034  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KX2034
 KX2034  HORZ ORDER  -  THIRD
 KX2034
 KX2034.The horizontal coordinates were established by classical geodetic methods
 KX2034.and adjusted by the National Geodetic Survey in June 2002..
 KX2034
 KX2034.The orthometric height was scaled from a topographic map.
 KX2034
 KX2034.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2034
 KX2034.The geoid height was determined by GEOID03.
 KX2034
 KX2034;                    North         East     Units Scale Factor Converg.
 KX2034;SPC PA S     -    91,332.613   442,985.632   MT  0.99997401   -1 11 43.9
 KX2034;SPC PA S     -   299,647.08  1,453,362.03   sFT  0.99997401   -1 11 43.9
 KX2034;UTM  17      - 4,444,371.807   619,882.042   MT  0.99977692   +0 54 26.5
 KX2034
 KX2034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2034!SPC PA S     -   0.99994353  x   0.99997401  =   0.99991754
 KX2034!UTM  17      -   0.99994353  x   0.99977692  =   0.99972046
 KX2034
 KX2034:                Primary Azimuth Mark                     Grid Az
 KX2034:SPC PA S     -  OVERTON                                  150 58 54.2
 KX2034:UTM  17      -  OVERTON                                  148 52 43.8
 KX2034
 KX2034|---------------------------------------------------------------------|
 KX2034| PID    Reference Object                     Distance      Geod. Az  |
 KX2034|                                                           dddmmss.s |
 KX2034| KX2035 OVERTON                             APPROX. 5.0 KM 1494710.3 |
 KX2034|---------------------------------------------------------------------|
 KX2034
 KX2034                          SUPERSEDED SURVEY CONTROL
 KX2034
 KX2034  NAD 83(1995)-  40 08 28.10569(N)    079 35 33.68198(W) AD(       ) 3
 KX2034  NAD 83(1986)-  40 08 28.10545(N)    079 35 33.69041(W) AD(       ) 3
 KX2034  NAD 27      -  40 08 27.84237(N)    079 35 34.54640(W) AD(       ) 3
 KX2034
 KX2034.Superseded values are not recommended for survey control.
 KX2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2034.See file dsdata.txt to determine how the superseded data were derived.
 KX2034
 KX2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE1988244372(NAD 83)
 KX2034_MARKER: DD = SURVEY DISK
 KX2034_SETTING: 0 = UNSPECIFIED SETTING
 KX2034_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX2034
 KX2034  HISTORY     - Date     Condition        Report By
 KX2034  HISTORY     - 1899     MONUMENTED       USGS
 KX2034  HISTORY     - 1952     MARK NOT FOUND   USGS
 KX2034
 KX2034                          STATION DESCRIPTION
 KX2034
 KX2034'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 KX2034'ON SUMMIT OF HILL ON WHICH IS LOCATED THE ALVERTON CEMETERY, ABOUT 30
 KX2034'FT W. OF WESTERLY FENCELINE OF CEMETERY.
 KX2034'
 KX2034'STATION MARK--  STONE POST, 36 BY 8 BY 8-IN. SET 30 IN. IN GROUND, IN
 KX2034'CENTER OF TOP OF WHICH IS CEMENTED A STANDARD DISK
 KX2034'MARKED---U S GEOLOGICAL SURVEY-PENNSYLVANIA---.  NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4150 ***********************************************************************
 JV4150  DESIGNATION -  ALWINE BRICK CO STACK
 JV4150  PID         -  JV4150
 JV4150  STATE/COUNTY-  PA/ADAMS
 JV4150  USGS QUAD   -  MC SHERRYSTOWN (1990)
 JV4150
 JV4150                         *CURRENT SURVEY CONTROL
 JV4150  ___________________________________________________________________
 JV4150* NAD 83(1992)-  39 51 23.56353(N)    077 01 56.50609(W)     ADJUSTED  
 JV4150* NAVD 88     -                                                        
 JV4150  ___________________________________________________________________
 JV4150  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 JV4150  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 JV4150
 JV4150  HORZ ORDER  -  THIRD
 JV4150
 JV4150.The horizontal coordinates were established by classical geodetic methods
 JV4150.and adjusted by the National Geodetic Survey in June 2002..
 JV4150
 JV4150
 JV4150.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4150
 JV4150.The geoid height was determined by GEOID03.
 JV4150
 JV4150;                    North         East     Units Scale Factor Converg.
 JV4150;SPC PA S     -    58,344.385   661,409.971   MT  1.00001290   +0 27 56.2
 JV4150;SPC PA S     -   191,418.20  2,169,975.88   sFT  1.00001290   +0 27 56.2
 JV4150;UTM  18      - 4,413,811.849   326,149.046   MT  0.99997210   -1 18 10.1
 JV4150
 JV4150                          SUPERSEDED SURVEY CONTROL
 JV4150
 JV4150  NAD 83(1991)-  39 51 23.56138(N)    077 01 56.50868(W) AD(       ) 4
 JV4150  NAD 83(1986)-  39 51 23.56077(N)    077 01 56.50985(W) AD(       ) 4
 JV4150  NAD 27      -  39 51 23.20700(N)    077 01 57.57500(W) AD(       ) 3
 JV4150
 JV4150.Superseded values are not recommended for survey control.
 JV4150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4150.See file dsdata.txt to determine how the superseded data were derived.
 JV4150
 JV4150_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK2614913812(NAD 83)
 JV4150_MARKER: 63 = STACK
 JV4150
 JV4150  HISTORY     - Date     Condition        Report By
 JV4150  HISTORY     - 1942     FIRST OBSERVED   CGS
 JV4150
 JV4150                          STATION DESCRIPTION
 JV4150
 JV4150'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 JV4150'THE STACK IS 1.5 MILES SE OF NEW OXFORD AND ABOUT 1 MILE W OF STATE
 JV4150'ROUTE 94 AND 3/4 MILES S OF U.S. ROUTE 30, AND IS A SQUARE BRICK
 JV4150'STACK ABOUT 150 FEET HIGH.  THE TOP OF THE STACK WAS THE PART
 JV4150'OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1992 ***********************************************************************
 KV1992  DESIGNATION -  AMBLER
 KV1992  PID         -  KV1992
 KV1992  STATE/COUNTY-  PA/MONTGOMERY
 KV1992  USGS QUAD   -  AMBLER (1983)
 KV1992
 KV1992                         *CURRENT SURVEY CONTROL
 KV1992  ___________________________________________________________________
 KV1992* NAD 83(1986)-  40 09 14.     (N)    075 13 23.     (W)     SCALED    
 KV1992* NAVD 88     -        64.946  (meters)     213.08   (feet)  ADJUSTED  
 KV1992  ___________________________________________________________________
 KV1992  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 KV1992  DYNAMIC HT  -          64.915 (meters)     212.98  (feet)  COMP
 KV1992  MODELED GRAV-     980,151.5   (mgal)                       NAVD 88
 KV1992
 KV1992  VERT ORDER  -  SECOND    CLASS 0
 KV1992
 KV1992.The horizontal coordinates were scaled from a topographic map and have
 KV1992.an estimated accuracy of +/- 6 seconds.
 KV1992
 KV1992.The orthometric height was determined by differential leveling
 KV1992.and adjusted by the National Geodetic Survey in June 1991..
 KV1992
 KV1992.The geoid height was determined by GEOID03.
 KV1992
 KV1992.The dynamic height is computed by dividing the NAVD 88
 KV1992.geopotential number by the normal gravity value computed on the
 KV1992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1992.degrees latitude (g = 980.6199 gals.).
 KV1992
 KV1992.The modeled gravity was interpolated from observed gravity values.
 KV1992
 KV1992;                    North         East    Units  Estimated Accuracy
 KV1992;SPC PA S     -    94,190.      815,270.      MT  (+/- 180 meters Scaled)
 KV1992
 KV1992                          SUPERSEDED SURVEY CONTROL
 KV1992
 KV1992  NGVD 29 (??/??/??)   65.237  (m)          214.03   (f) ADJUSTED    2 0
 KV1992
 KV1992.Superseded values are not recommended for survey control.
 KV1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1992.See file dsdata.txt to determine how the superseded data were derived.
 KV1992
 KV1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK810448(NAD 83)
 KV1992_MARKER: DB = BENCH MARK DISK
 KV1992_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1992_SP_SET: DOOR SILL
 KV1992_STAMPING: AMBLER 1935
 KV1992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1992
 KV1992  HISTORY     - Date     Condition        Report By
 KV1992  HISTORY     - 1935     MONUMENTED       CGS
 KV1992  HISTORY     - 1936     GOOD             CGS
 KV1992  HISTORY     - 1987     GOOD             USPSQD
 KV1992  HISTORY     - 1988     GOOD             USPSQD
 KV1992  HISTORY     - 19981031 GOOD             USPSQD
 KV1992
 KV1992                          STATION DESCRIPTION
 KV1992
 KV1992'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1992'AT AMBLER.
 KV1992'AT 1ST NATIONAL BANK.  IN DOOR SILL TO MAIN ENTRANCE TO RIGHT
 KV1992'HAND SIDE.
 KV1992
 KV1992                          STATION RECOVERY (1936)
 KV1992
 KV1992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 KV1992'RECOVERED IN GOOD CONDITION.
 KV1992
 KV1992                          STATION RECOVERY (1987)
 KV1992
 KV1992'RECOVERY NOTE BY US POWER SQUADRON 1987 (BPD)
 KV1992'RECOVERED IN GOOD CONDITION.
 KV1992
 KV1992                          STATION RECOVERY (1988)
 KV1992
 KV1992'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDC)
 KV1992'RECOVERED IN GOOD CONDITION.
 KV1992
 KV1992                          STATION RECOVERY (1998)
 KV1992
 KV1992'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV1992'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0194 ***********************************************************************
 KX0194  DESIGNATION -  AMES
 KX0194  PID         -  KX0194
 KX0194  STATE/COUNTY-  PA/CLEARFIELD
 KX0194  USGS QUAD   -  PHILIPSBURG (1994)
 KX0194
 KX0194                         *CURRENT SURVEY CONTROL
 KX0194  ___________________________________________________________________
 KX0194* NAD 83(1992)-  40 59 49.30377(N)    078 10 19.07951(W)     ADJUSTED  
 KX0194* NAVD 88     -       513.303  (meters)    1684.06   (feet)  ADJUSTED  
 KX0194  ___________________________________________________________________
 KX0194  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 KX0194  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KX0194  DYNAMIC HT  -         513.046 (meters)    1683.22  (feet)  COMP
 KX0194  MODELED GRAV-     980,107.0   (mgal)                       NAVD 88
 KX0194
 KX0194  HORZ ORDER  -  FIRST
 KX0194  VERT ORDER  -  SECOND    CLASS 0
 KX0194
 KX0194.The horizontal coordinates were established by classical geodetic methods
 KX0194.and adjusted by the National Geodetic Survey in June 2002..
 KX0194
 KX0194.The orthometric height was determined by differential leveling
 KX0194.and adjusted by the National Geodetic Survey in June 1991..
 KX0194
 KX0194.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX0194
 KX0194.The geoid height was determined by GEOID03.
 KX0194
 KX0194.The dynamic height is computed by dividing the NAVD 88
 KX0194.geopotential number by the normal gravity value computed on the
 KX0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0194.degrees latitude (g = 980.6199 gals.).
 KX0194
 KX0194.The modeled gravity was interpolated from observed gravity values.
 KX0194
 KX0194;                    North         East     Units Scale Factor Converg.
 KX0194;SPC PA N     -    92,301.288   564,496.897   MT  0.99998360   -0 16 44.9
 KX0194;SPC PA N     -   302,825.14  1,852,020.24   sFT  0.99998360   -0 16 44.9
 KX0194;UTM  17      - 4,542,279.992   737,866.256   MT  1.00029644   +1 51 22.0
 KX0194
 KX0194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX0194!SPC PA N     -   0.99992462  x   0.99998360  =   0.99990822
 KX0194!UTM  17      -   0.99992462  x   1.00029644  =   1.00022104
 KX0194
 KX0194|---------------------------------------------------------------------|
 KX0194| PID    Reference Object                     Distance      Geod. Az  |
 KX0194|                                                           dddmmss.s |
 KX0194| KX0195 AMES RM 1                            32.976 METERS 12331     |
 KX0194| CJ9995 AMES AZ MK                                         1812122.5 |
 KX0194| KX2177 AMES AZ MK 2                        APPROX. 0.8 KM 1870113.5 |
 KX0194| KX0193 AMES RM 2                            40.907 METERS 19712     |
 KX0194| MA2218 CHICAGO NEW YORK AWY BCN 49B        APPROX.10.0 KM 2733805.2 |
 KX0194| KX2180 AMES AIRPORT AWY BCN 50             APPROX. 0.9 KM 2794524.4 |
 KX0194|---------------------------------------------------------------------|
 KX0194
 KX0194                          SUPERSEDED SURVEY CONTROL
 KX0194
 KX0194  NAD 83(1986)-  40 59 49.30405(N)    078 10 19.08346(W) AD(       ) 1
 KX0194  NAD 27      -  40 59 49.09800(N)    078 10 20.04800(W) AD(       ) 1
 KX0194  NGVD 29 (??/??/92)  513.454  (m)         1684.56   (f) ADJ UNCH    2 0
 KX0194
 KX0194.Superseded values are not recommended for survey control.
 KX0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0194.See file dsdata.txt to determine how the superseded data were derived.
 KX0194
 KX0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF3786642280(NAD 83)
 KX0194_MARKER: DB = BENCH MARK DISK
 KX0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0194_STAMPING: AMES 1933
 KX0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0194+STABILITY: SURFACE MOTION
 KX0194
 KX0194  HISTORY     - Date     Condition        Report By
 KX0194  HISTORY     - 1933     MONUMENTED       CGS
 KX0194  HISTORY     - 1938     GOOD             CGS
 KX0194  HISTORY     - 1959     GOOD             CGS
 KX0194  HISTORY     - 1959     GOOD             NGS
 KX0194  HISTORY     - 1962     GOOD             AEROS
 KX0194  HISTORY     - 1964     GOOD             CGS
 KX0194  HISTORY     - 1975     SEE DESCRIPTION  NGS
 KX0194
 KX0194                          STATION DESCRIPTION
 KX0194
 KX0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KX0194'STATION IS ABOUT 8 MILES NNE OF PHILIPSBURG, ABOUT 1/2 MILE W OF
 KX0194'KYLERTOWN, AT AMES AIRPORT (AN INTERMEDIATE LANDING FIELD ON NEW
 KX0194'YORK-CHICAGO AIR LINE).
 KX0194'
 KX0194'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 KX0194'SET IN CONCRETE.
 KX0194'
 KX0194'TO REACH FROM JUNCTION OF RTS. 53 AND 5 IN PHILIPSBURG, GO W ON
 KX0194'COMBINED 53 AND 5 (MAIN ST.) TO SECOND JUNCTION OF 53 AND 5 (0.4
 KX0194'MILE), TURN R AND PROCEED N ON 53, 6.5 MILES TO JUNCTION OF 153,
 KX0194'CONTINUE N 2.25 MILES ON 53 AND TURN L ON A DIRT ROAD IN S EDGE OF
 KX0194'KYLERTOWN (THIS ROAD IS ABOUT 0.25 MILE S OF KYLERTOWN POST OFFICE).
 KX0194'PROCEED W 0.1 MILE TO CROSS ROAD, CONTINUE STRAIGHT AHEAD 0.1
 KX0194'MILE, TURN L AND PROCEED 0.05 MILE TO EDGE OF FLYING FIELD, TURN R
 KX0194'AND PROCEED 0.1 MILE ON ROAD ALONG E EDGE OF FIELD TO STATION
 KX0194'BETWEEN A SHEET-METAL HANGAR AND E EDGE OF FIELD.  STATION IS ABOUT
 KX0194'15 FEET W OF E EDGE OF FIELD, 78.5 FEET NE OF SE CORNER OF
 KX0194'SHEET-METAL HANGAR, AND 60 FEET E OF NE CORNER OF HANGAR.  MARK
 KX0194'PROJECTS 2 INCHES ABOVE GROUND.
 KX0194'
 KX0194'REFERENCE MARK NO. 1 IS SE OF STATION, 10 FEET S OF CENTER LINE OF A
 KX0194'DIRT ROAD, AND 150 FEET E OF E SIDE OF HANGAR.  REFERENCE MARK
 KX0194'NO. 2 IS SSW OF STATION, NEAR CENTER OF A CIRCULAR ROADWAY, 69 FEET E
 KX0194'OF SE CORNER OF ADMINISTRATION BUILDING, AND 79 FEET SSE OF SE
 KX0194'CORNER OF HANGAR.
 KX0194'
 KX0194'AZIMUTH MARK IS ABOUT 0.15 MILE S OF STATION, 0.2 MILE S (ALONG
 KX0194'HIGHWAY) FROM KYLERTOWN POST OFFICE, 14.5 FEET W OF CENTER LINE
 KX0194'OF PAVEMENT IN CENTER OF TOP OF W HEADWALL OF AN 18-INCH CULVERT
 KX0194'UNDER HIGHWAY AT ABOUT CENTER OF A CURVE IN HIGHWAY, AND A STANDARD
 KX0194'DISK CEMENTED IN A DRILL HOLE IN TOP OF CONCRETE HEADWALL.
 KX0194'
 KX0194'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 KX0194
 KX0194                          STATION RECOVERY (1938)
 KX0194
 KX0194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (APR)
 KX0194'STATION IS ABOUT 8 MILES NNE OF PHILIPSBURG, ABOUT 1/2 MILE W OF
 KX0194'KYLERTOWN AT AMES AIRPORT (AN INTERMEDIATE LANDING FIELD ON NEW
 KX0194'YORK-CHICAGO AIRLINE), AND 60 FEET S OF S HANGER.
 KX0194'
 KX0194'REFERENCE MARK NO. 1, STAMPED AMES 1933 NO 1, IS 108.19 FEET SE OF
 KX0194'STATION, 10 FEET S OF CENTER LINE OF DIRT ROAD, AND 150 FEET E OF E
 KX0194'SIDE OF HANGAR.  REFERENCE MARK NO. 2, STAMPED AMES 1933 NO 2, IS
 KX0194'134.22 FEET SSW OF STATION NEAR CENTER OF CIRCULAR ROADWAY, 69 FEET E
 KX0194'OF SE CORNER OF ADMINISTRATION BUILDING, AND 79 FEET SSE OF SE CORNER
 KX0194'OF HANGAR.
 KX0194'
 KX0194'A NEW AZIMUTH MARK WAS SET ABOUT 0.4 MILE S OF STATION.  IT IS A
 KX0194'STANDARD BRONZE DISK SET IN A ROUND, CONCRETE POST AND STAMPED AMES
 KX0194'1938, 0.45 MILE SW OF KYLERTOWN POST OFFICE ON W SIDE OF 53, AT S END
 KX0194'OF CURVE L, 15 FEET W OF CENTER LINE OF ROAD, 2 FEET W OF TELEPHONE
 KX0194'POLE NO 7, AND 20 FEET N OF DIRT Y ROAD SW.
 KX0194'
 KX0194'TO REACH STATION FROM JUNCTION OF 53 AND 5 IN PHILIPSBURG, GO W ON
 KX0194'COMBINED 53 AND 5, 0.4 MILE.  TURN R AND GO N ON 53, 6.5 MILES TO
 KX0194'JUNCTION OF 153, CONTINUE N ON 53, 2.1 MILES TO A DIRT ROAD L ON S
 KX0194'EDGE OF KYLERTOWN. TURN L AND GO 0.1 MILE TO CROSS ROAD, TURN L
 KX0194'0.05 MILE TO EDGE OF FLYING FIELD, TURN R AND PROCEED 0.1 MILE TO
 KX0194'STATION BETWEEN A SHEET- METAL HANGAR AND E EDGE OF FIELD.
 KX0194'STATION IS ABOUT 15 FEET W OF E EDGE OF FIELD, 78.5 FEET NE OF SE
 KX0194'CORNER OF SHEET- METAL HANGAR, 60 FEET E OF NE CORNER OF HANGAR,
 KX0194'AND PROJECTS 2 INCHES.
 KX0194'
 KX0194'77-FOOT STEEL TOWER USED, ALL STATIONS OBSERVED VISIBLE AT 37 FEET,
 KX0194'PHILIPSBURG OBSTRUCTED AT 50 FEET.
 KX0194
 KX0194                          STATION RECOVERY (1959)
 KX0194
 KX0194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CGS)
 KX0194'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 KX0194'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE DISTANCES
 KX0194'AND DIRECTIONS CHECKED THE 1933 DATA TO THE REFERENCE MARKS.  THE
 KX0194'DISTANCE AND DIRECTION TO THE AZIMUTH MARK CHECKED WITH THE 1938
 KX0194'DATA.  THE DESCRIPTION OF THE TO REACH THE STATION IS ADEQUATE.
 KX0194'
 KX0194'THE AIRPORT HAS BEEN LEFT IN POOR CONDITION AND IS NOW USED BY LOCAL
 KX0194'PILOTS ONLY, ONLY ONE HANGAR REMAINS AND THE SMALL ADMINISTRATION
 KX0194'BUILDING IS PARTLY IN RUINS.  ADDITIONAL NOTES FOLLOW.
 KX0194'
 KX0194'THE STATION MARK IS 64 FEET NORTHEAST OF THE CENTER OF THE
 KX0194'INTERSECTION OF THE MAIN ROAD TO THE AIRPORT AND ROAD AROUND
 KX0194'THE HANGAR, 60 FEET EAST OF THE NORTHEAST OF THE CORNER OF THE
 KX0194'HANGAR, 30 FEET EAST OF THE CENTER OF THE GRAVELED ROAD ALONG THE
 KX0194'EAST SIDE OF THE HANGAR AND 1.5 FEET WEST OF A STANDARD METAL WITNESS
 KX0194'POST AND MARKER.
 KX0194'
 KX0194'HEIGHT OF LIGHT ABOVE STATION MARK- 22 METERS.
 KX0194
 KX0194                          STATION RECOVERY (1959)
 KX0194
 KX0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KX0194'0.6 MI NW FROM KYLERTOWN.
 KX0194'0.15 MILE NORTH WEST ALONG COUNTY ROAD 219 FROM THE SCHOOL IN
 KX0194'KYLERTOWN THENCE 0.2 MILE WEST ALONG COUNTY ROAD 17062 THENCE
 KX0194'0.25 MILE NORTH ALONG THE AIR PORT ENTRANCE, LOCATED ON THE
 KX0194'GROUNDS OF THE AIRPORT, 108 FEET NORTH WEST OF RM 1, 45 FEET
 KX0194'NORTH-NORTH WEST OF POLE B 11, 57 FEET NORTH OF THE CENTERLINE
 KX0194'OF THE DIRT ROAD, 56 FEET EAST-NORTH EAST OF A 10 INCH SPRUCE
 KX0194'TREE, 60 1/2 FEET EAST OF THE NORTH EAST CORNER OF HANGER BUILDING,
 KX0194'76 FEET NORTH EAST OF THE SOUTH EAST CORNER OF THE HANGER BUILDING,
 KX0194'1 1/2 FEET WEST-SOUTH WEST OF A WITNESS POST, ABOUT 1 1/2 FEET
 KX0194'ABOVE THE LEVEL OF THE ROAD, PROJECTING ABOUT 1 INCH.
 KX0194
 KX0194                          STATION RECOVERY (1962)
 KX0194
 KX0194'RECOVERY NOTE BY AERO SERVICE CORPORATION 1962
 KX0194'STATION WAS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND IN
 KX0194'FAIR CONDITION.  THE ARROW ON THE AZIMUTH MARK WAS NOT POINTING
 KX0194'TOWARDS THE STATION MARK (N80 DEG E).  THE POLE NO 7 IS GONE AND A
 KX0194'STEEL FENCE POST IS SET ABOUT ONE FOOT N OF AZIMUTH MARKER.
 KX0194
 KX0194                          STATION RECOVERY (1964)
 KX0194
 KX0194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EP)
 KX0194'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN GOOD
 KX0194'CONDITION.
 KX0194
 KX0194                          STATION RECOVERY (1975)
 KX0194
 KX0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KX0194'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 KX0194'AS DESCRIBED IN THE PREVIOUS DESCRIPTION.  ALL DISTANCES AND
 KX0194'DIRECTIONS CHECKED THE 1933 AND 1938 OBSERVATIONS.  IT WAS STATED
 KX0194'IN THE 1959 DESCRIPTION THAT ALL DISTANCES AND DIRECTIONS HAD
 KX0194'AGREED AT THAT DATE WITH THE PREVIOUS OBSERVATIONS, HOWEVER THE
 KX0194'DATA WHICH I HAD, DID NOT SUBSTANTIATE THAT STATEMENT, THEREFORE
 KX0194'THE 1959 DISTANCES AND DIRECTIONS DID NOT CHECK THE PRESENT
 KX0194'OBSERVATIONS.
 KX0194'
 KX0194'THIS STATION WAS IN THE AREA OF COAL STRIP MINING OPERATIONS AND
 KX0194'WOULD SOON BE DESTROYED.  A NEW STATION AMES 2 WAS ESTABLISHED NEAR
 KX0194'WHERE THE AZIMUTH MARK IS LOCATED.
 KX0194'
 KX0194'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE SOUTHWEST
 KX0194'OF KYLERTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2356 ***********************************************************************
 KX2356  DESIGNATION -  AMES 2
 KX2356  PID         -  KX2356
 KX2356  STATE/COUNTY-  PA/CLEARFIELD
 KX2356  USGS QUAD   -  PHILIPSBURG (1994)
 KX2356
 KX2356                         *CURRENT SURVEY CONTROL
 KX2356  ___________________________________________________________________
 KX2356* NAD 83(1992)-  40 59 23.35160(N)    078 10 22.69155(W)     ADJUSTED  
 KX2356* NAVD 88     -       512.6    (meters)    1682.     (feet)  VERTCON   
 KX2356  ___________________________________________________________________
 KX2356  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 KX2356  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KX2356
 KX2356  HORZ ORDER  -  SECOND
 KX2356
 KX2356.The horizontal coordinates were established by classical geodetic methods
 KX2356.and adjusted by the National Geodetic Survey in June 2002..
 KX2356.No horizontal observational check was made to the station.
 KX2356
 KX2356.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2356
 KX2356.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2356
 KX2356.The geoid height was determined by GEOID03.
 KX2356
 KX2356;                    North         East     Units Scale Factor Converg.
 KX2356;SPC PA N     -    91,501.143   564,408.569   MT  0.99998452   -0 16 47.3
 KX2356;SPC PA N     -   300,200.00  1,851,730.45   sFT  0.99998452   -0 16 47.3
 KX2356;UTM  17      - 4,541,476.860   737,807.782   MT  1.00029609   +1 51 18.7
 KX2356
 KX2356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2356!SPC PA N     -   0.99992472  x   0.99998452  =   0.99990924
 KX2356!UTM  17      -   0.99992472  x   1.00029609  =   1.00022079
 KX2356
 KX2356:                Primary Azimuth Mark                     Grid Az
 KX2356:SPC PA N     -  I80 DISK AZ MK                           165 23 22.4
 KX2356:UTM  17      -  I80 DISK AZ MK                           163 15 16.4
 KX2356
 KX2356|---------------------------------------------------------------------|
 KX2356| PID    Reference Object                     Distance      Geod. Az  |
 KX2356|                                                           dddmmss.s |
 KX2356| CK7171 I80 DISK AZ MK                                     1650635.1 |
 KX2356| CJ9996 AMES 2 RM 3                          33.808 METERS 22212     |
 KX2356| KX2177 AMES AZ MK 2                         14.264 METERS 28653     |
 KX2356|---------------------------------------------------------------------|
 KX2356
 KX2356                          SUPERSEDED SURVEY CONTROL
 KX2356
 KX2356  NAD 83(1986)-  40 59 23.35189(N)    078 10 22.69549(W) AD(       ) 2
 KX2356  NAD 27      -  40 59 23.14550(N)    078 10 23.65943(W) AD(       ) 2
 KX2356  NGVD 29 (07/19/86)  512.8    (m)         1682.     (f) VERT ANG       
 KX2356
 KX2356.Superseded values are not recommended for survey control.
 KX2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2356.See file dsdata.txt to determine how the superseded data were derived.
 KX2356
 KX2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF3780841477(NAD 83)
 KX2356_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KX2356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2356_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KX2356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX2356+STABILITY: SURFACE MOTION
 KX2356
 KX2356  HISTORY     - Date     Condition        Report By
 KX2356  HISTORY     - 1975     MONUMENTED       NGS
 KX2356
 KX2356                          STATION DESCRIPTION
 KX2356
 KX2356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KX2356'HP 3800 EDMI
 KX2356'
 KX2356'THE STATION IS LOCATED ABOUT 13 MILES EAST OF CLEARFIELD, 8 MILES
 KX2356'NORTH-NORTHEAST OF PHILIPSBURG, 1/2 MILE SOUTHWEST OF KYLERTOWN AND
 KX2356'1/4 MILE WEST-NORTHWEST OF THE INTERSECTION OF INTERSTATE HIGHWAY
 KX2356'80 AND STATE HIGHWAY 53.  IT IS ON PROPERTY OWNED BY MRS. MARY
 KX2356'KREIGER, POST OFFICE BOX 107, KYLERTOWN, PENNSYLVANIA, 16847.
 KX2356'
 KX2356'TO REACH FROM THE POST OFFICE IN KYLERTOWN, GO WEST ON A PAVED STREET
 KX2356'FOR 0.05 MILE TO A CROSSROADS.  CONTINUE STRAIGHT AHEAD AND GO WEST
 KX2356'AND SOUTH ON THE PAVED ROAD FOR 0.35 MILE TO MRS. KREIGERS HOME ON
 KX2356'THE LEFT AND THE STATION ON THE LEFT.
 KX2356'
 KX2356'THE STATION MARK IS A STANDARD DISK STAMPED AMES 2 1975 SET IN THE
 KX2356'TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KX2356'MRS. KREIGERS HOUSE, 25 FEET SOUTHEAST OF THE CENTER OF THE ROAD,
 KX2356'14 FEET SOUTH OF THE CENTER OF A DRIVE LEADING TO MRS. KREIGERS
 KX2356'HOUSE, 111.5 FEET NORTHEAST OF A WITNESS POST AND 146 FEET EAST
 KX2356'OF A POWERLINE POLE.
 KX2356'
 KX2356'REFERENCE MARK 3 IS A STANDARD DISK STAMPED AMES 2 NO 3 1975 SET IN
 KX2356'THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KX2356'SURFACE.  IT IS 36.5 FEET NORTHEAST OF THE POWERLINE POLE, 17 FEET
 KX2356'NORTHWEST OF THE CENTER OF THE ROAD AND 2 FEET SOUTHEAST OF A
 KX2356'WITNESS POST.
 KX2356'
 KX2356'REFERENCE MARK 4 IS A STANDARD AZIMUTH MARK DISK STAMPED AMES
 KX2356'1933, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT PROJECTING
 KX2356'3-INCHES.  IT IS 137 FEET NORTHEAST OF THE POWERLINE POLE, 130 FEET
 KX2356'WEST OF THE SOUTHWEST CORNER OF THE HOUSE, 99.8 FEET NORTHEAST OF
 KX2356'THE WITNESS POST AND 17 FEET NORTHWEST OF THE CENTER OF THE ROAD.
 KX2356'
 KX2356'THE AZIMUTH MARK IS A PENNSYLVANIA DEPARTMENT OF TRANSPORTATION
 KX2356'DISK, SET IN THE SOUTHWEST ABUTMENT OF THE OVERPASS BRIDGE FOR THE
 KX2356'EAST BOUND LANE OF INTERSTATE HIGHWAY 80, WHERE IT PASSES OVER
 KX2356'STATE HIGHWAY 53.  IT IS 16.5 FEET SOUTH OF THE CENTER OF THE EAST
 KX2356'BOUND LANE OF INTERSTATE HIGHWAY 80 AND 2 FEET EAST OF THE MOST
 KX2356'SOUTHWEST EDGE OF THE BRIDGE.  THE DISK HAS NO STAMPING ON IT.
 KX2356'
 KX2356'NEAREST TOWN--KYLERTOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2177 ***********************************************************************
 KX2177  DESIGNATION -  AMES AZ MK 2
 KX2177  PID         -  KX2177
 KX2177  STATE/COUNTY-  PA/CLEARFIELD
 KX2177  USGS QUAD   -  PHILIPSBURG (1994)
 KX2177
 KX2177                         *CURRENT SURVEY CONTROL
 KX2177  ___________________________________________________________________
 KX2177* NAD 83(1992)-  40 59 23.48594(N)    078 10 23.27546(W)     ADJUSTED  
 KX2177* NAVD 88     -       513.1    (meters)    1683.     (feet)  VERTCON   
 KX2177  ___________________________________________________________________
 KX2177  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 KX2177  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KX2177
 KX2177  HORZ ORDER  -  SECOND
 KX2177
 KX2177.The horizontal coordinates were established by classical geodetic methods
 KX2177.and adjusted by the National Geodetic Survey in June 2002..
 KX2177
 KX2177.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2177
 KX2177.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2177
 KX2177.The geoid height was determined by GEOID03.
 KX2177
 KX2177;                    North         East     Units Scale Factor Converg.
 KX2177;SPC PA N     -    91,505.353   564,394.941   MT  0.99998451   -0 16 47.7
 KX2177;SPC PA N     -   300,213.81  1,851,685.74   sFT  0.99998451   -0 16 47.7
 KX2177;UTM  17      - 4,541,480.562   737,794.002   MT  1.00029601   +1 51 18.3
 KX2177
 KX2177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2177!SPC PA N     -   0.99992464  x   0.99998451  =   0.99990915
 KX2177!UTM  17      -   0.99992464  x   1.00029601  =   1.00022063
 KX2177
 KX2177:                Primary Azimuth Mark                     Grid Az
 KX2177:SPC PA N     -  AMES                                     007 17 58.5
 KX2177:UTM  17      -  AMES                                     005 09 52.5
 KX2177
 KX2177|---------------------------------------------------------------------|
 KX2177| PID    Reference Object                     Distance      Geod. Az  |
 KX2177|                                                           dddmmss.s |
 KX2177| KX0194 AMES                                APPROX. 0.8 KM 0070110.8 |
 KX2177| KX2356 AMES 2                               14.264 METERS 10653     |
 KX2177| CK7171 I80 DISK AZ MK                                     1632016.4 |
 KX2177|---------------------------------------------------------------------|
 KX2177
 KX2177                          SUPERSEDED SURVEY CONTROL
 KX2177
 KX2177  NAD 83(1986)-  40 59 23.48623(N)    078 10 23.27940(W) AD(       ) 2
 KX2177  NAD 27      -  40 59 23.27984(N)    078 10 24.24331(W) AD(       ) 2
 KX2177  NGVD 29 (07/19/86)  513.3    (m)         1684.     (f) VERT ANG       
 KX2177
 KX2177.Superseded values are not recommended for survey control.
 KX2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2177.See file dsdata.txt to determine how the superseded data were derived.
 KX2177
 KX2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF3779441481(NAD 83)
 KX2177_MARKER: DD = SURVEY DISK
 KX2177_SETTING: 0 = UNSPECIFIED SETTING
 KX2177
 KX2177  HISTORY     - Date     Condition        Report By
 KX2177  HISTORY     - 1975     MONUMENTED       PADT
 KX2177
 KX2177                          STATION DESCRIPTION
 KX2177
 KX2177'DESCRIBED BY PA DEPT OF TRANSP 1975
 KX2177'$
 KX2177'THE STATION IS LOCATED ABOUT 13 MILES EAST OF CLEARFIELD, 8 MILES
 KX2177'NORTH-NORTHEAST OF PHILIPSBURG, 1/2 MILE SOUTHWEST OF KYLERTOWN AND
 KX2177'AT THE INTERSECTION OF INTERSTATE HIGHWAY
 KX2177'80 AND STATE HIGHWAY 53.
 KX2177'
 KX2177'THE STATION IS A PENNSYLVANIA DEPARTMENT OF TRANSPORTATION
 KX2177'DISK, SET IN THE SOUTHWEST ABUTMENT OF THE OVERPASS BRIDGE FOR THE
 KX2177'EAST BOUND LANE OF INTERSTATE HIGHWAY 80, WHERE IT PASSES OVER
 KX2177'STATE HIGHWAY 53.  IT IS 16.5 FEET SOUTH OF THE CENTER OF THE EAST
 KX2177'BOUND LANE OF INTERSTATE HIGHWAY 80 AND 2 FEET EAST OF THE MOST
 KX2177'SOUTHWEST EDGE OF THE BRIDGE.  THE DISK HAS NO STAMPING ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0195 ***********************************************************************
 KX0195  DESIGNATION -  AMES RM 1
 KX0195  PID         -  KX0195
 KX0195  STATE/COUNTY-  PA/CLEARFIELD
 KX0195  USGS QUAD   -  PHILIPSBURG (1994)
 KX0195
 KX0195                         *CURRENT SURVEY CONTROL
 KX0195  ___________________________________________________________________
 KX0195* NAD 83(1986)-  40 59 49.     (N)    078 10 19.     (W)     SCALED    
 KX0195* NAVD 88     -       512.616  (meters)    1681.81   (feet)  ADJUSTED  
 KX0195  ___________________________________________________________________
 KX0195  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KX0195  DYNAMIC HT  -         512.359 (meters)    1680.96  (feet)  COMP
 KX0195  MODELED GRAV-     980,107.0   (mgal)                       NAVD 88
 KX0195
 KX0195  VERT ORDER  -  SECOND    CLASS 0
 KX0195
 KX0195.The horizontal coordinates were scaled from a topographic map and have
 KX0195.an estimated accuracy of +/- 6 seconds.
 KX0195
 KX0195.The orthometric height was determined by differential leveling
 KX0195.and adjusted by the National Geodetic Survey in June 1991..
 KX0195
 KX0195.The geoid height was determined by GEOID03.
 KX0195
 KX0195.The dynamic height is computed by dividing the NAVD 88
 KX0195.geopotential number by the normal gravity value computed on the
 KX0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0195.degrees latitude (g = 980.6199 gals.).
 KX0195
 KX0195.The modeled gravity was interpolated from observed gravity values.
 KX0195
 KX0195;                    North         East    Units  Estimated Accuracy
 KX0195;SPC PA N     -    92,290.      564,500.      MT  (+/- 180 meters Scaled)
 KX0195
 KX0195                          SUPERSEDED SURVEY CONTROL
 KX0195
 KX0195  NGVD 29 (??/??/92)  512.767  (m)         1682.30   (f) ADJ UNCH    2 0
 KX0195
 KX0195.Superseded values are not recommended for survey control.
 KX0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0195.See file dsdata.txt to determine how the superseded data were derived.
 KX0195
 KX0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF378422(NAD 83)
 KX0195_MARKER: DB = BENCH MARK DISK
 KX0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0195_STAMPING: AMES NO 1 1933
 KX0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0195+STABILITY: SURFACE MOTION
 KX0195
 KX0195  HISTORY     - Date     Condition        Report By
 KX0195  HISTORY     - 1933     MONUMENTED       CGS
 KX0195  HISTORY     - 1959     GOOD             NGS
 KX0195
 KX0195                          STATION DESCRIPTION
 KX0195
 KX0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KX0195'0.6 MI NW FROM KYLERTOWN.
 KX0195'0.15 MILE NORTHWEST ALONG COUNTY ROAD 219 FROM THE SCHOOL IN KYLERTOWN
 KX0195'THENCE 0.2 MILE WEST ALONG COUNTY ROAD 17062 THENCE 0.25 MILE
 KX0195'NORTH ALONG THE AIR PORT ENTRANCE, LOCATED 108 FEET SOUTH EAST
 KX0195'OF THE STATION, 67 FEET EAST-SOUTH EAST OF A POWER POLE, 66
 KX0195'FEET EAST-NORTH EAST OF A POWER POLE, 14 FEET SOUTH OF THE
 KX0195'CENTERLINE OF THE ROAD, 139 FEET EAST-SOUTH EAST OF A 10 INCH
 KX0195'SPRUCE TREE, 150 FEET EAST OF THE CORNER OF THE HANGER, ABOUT
 KX0195'1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, PROJECTING ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0193 ***********************************************************************
 KX0193  DESIGNATION -  AMES RM 2
 KX0193  PID         -  KX0193
 KX0193  STATE/COUNTY-  PA/CLEARFIELD
 KX0193  USGS QUAD   -  PHILIPSBURG (1994)
 KX0193
 KX0193                         *CURRENT SURVEY CONTROL
 KX0193  ___________________________________________________________________
 KX0193* NAD 83(1986)-  40 59 49.     (N)    078 10 19.     (W)     SCALED    
 KX0193* NAVD 88     -       512.981  (meters)    1683.01   (feet)  ADJUSTED  
 KX0193  ___________________________________________________________________
 KX0193  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KX0193  DYNAMIC HT  -         512.724 (meters)    1682.16  (feet)  COMP
 KX0193  MODELED GRAV-     980,107.0   (mgal)                       NAVD 88
 KX0193
 KX0193  VERT ORDER  -  SECOND    CLASS 0
 KX0193
 KX0193.The horizontal coordinates were scaled from a topographic map and have
 KX0193.an estimated accuracy of +/- 6 seconds.
 KX0193
 KX0193.The orthometric height was determined by differential leveling
 KX0193.and adjusted by the National Geodetic Survey in June 1991..
 KX0193
 KX0193.The geoid height was determined by GEOID03.
 KX0193
 KX0193.The dynamic height is computed by dividing the NAVD 88
 KX0193.geopotential number by the normal gravity value computed on the
 KX0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0193.degrees latitude (g = 980.6199 gals.).
 KX0193
 KX0193.The modeled gravity was interpolated from observed gravity values.
 KX0193
 KX0193;                    North         East    Units  Estimated Accuracy
 KX0193;SPC PA N     -    92,290.      564,500.      MT  (+/- 180 meters Scaled)
 KX0193
 KX0193                          SUPERSEDED SURVEY CONTROL
 KX0193
 KX0193  NGVD 29 (??/??/92)  513.132  (m)         1683.50   (f) ADJ UNCH    2 0
 KX0193
 KX0193.Superseded values are not recommended for survey control.
 KX0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0193.See file dsdata.txt to determine how the superseded data were derived.
 KX0193
 KX0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF378422(NAD 83)
 KX0193_MARKER: DB = BENCH MARK DISK
 KX0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0193_STAMPING: AMES NO 2 1933
 KX0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0193+STABILITY: SURFACE MOTION
 KX0193
 KX0193  HISTORY     - Date     Condition        Report By
 KX0193  HISTORY     - 1933     MONUMENTED       CGS
 KX0193  HISTORY     - 1959     GOOD             NGS
 KX0193
 KX0193                          STATION DESCRIPTION
 KX0193
 KX0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KX0193'0.6 MI NW FROM KYLERTOWN.
 KX0193'0.15 MILE NORTH WEST ALONG COUNTY ROAD 219 FROM THE SCHOOL IN
 KX0193'KYLERTOWN THENCE 0.2 MILE WEST ALONG COUNTY ROAD 17062 THENCE 0.25
 KX0193'MILE NORTH ALONG THE AIRPORT ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1864 ***********************************************************************
 KW1864  DESIGNATION -  AMITY
 KW1864  PID         -  KW1864
 KW1864  STATE/COUNTY-  PA/DAUPHIN
 KW1864  USGS QUAD   -  DUNCANNON (1984)
 KW1864
 KW1864                         *CURRENT SURVEY CONTROL
 KW1864  ___________________________________________________________________
 KW1864* NAD 83(1992)-  40 25 16.50864(N)    077 00 38.32874(W)     ADJUSTED  
 KW1864* NAVD 88     -       111.325  (meters)     365.24   (feet)  ADJUSTED  
 KW1864  ___________________________________________________________________
 KW1864  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 KW1864  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KW1864  DYNAMIC HT  -         111.271 (meters)     365.06  (feet)  COMP
 KW1864  MODELED GRAV-     980,139.2   (mgal)                       NAVD 88
 KW1864
 KW1864  HORZ ORDER  -  SECOND
 KW1864  VERT ORDER  -  FIRST     CLASS II
 KW1864
 KW1864.The horizontal coordinates were established by classical geodetic methods
 KW1864.and adjusted by the National Geodetic Survey in June 2002..
 KW1864
 KW1864.The orthometric height was determined by differential leveling
 KW1864.and adjusted by the National Geodetic Survey in June 1991..
 KW1864
 KW1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW1864
 KW1864.The geoid height was determined by GEOID03.
 KW1864
 KW1864.The dynamic height is computed by dividing the NAVD 88
 KW1864.geopotential number by the normal gravity value computed on the
 KW1864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1864.degrees latitude (g = 980.6199 gals.).
 KW1864
 KW1864.The modeled gravity was interpolated from observed gravity values.
 KW1864
 KW1864;                    North         East     Units Scale Factor Converg.
 KW1864;SPC PA S     -   121,059.693   662,743.269   MT  0.99995963   +0 28 46.9
 KW1864;SPC PA S     -   397,176.68  2,174,350.21   sFT  0.99995963   +0 28 46.9
 KW1864;UTM  18      - 4,476,454.881   329,425.440   MT  0.99995816   -1 18 14.5
 KW1864
 KW1864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW1864!SPC PA S     -   0.99998787  x   0.99995963  =   0.99994750
 KW1864!UTM  18      -   0.99998787  x   0.99995816  =   0.99994603
 KW1864
 KW1864|---------------------------------------------------------------------|
 KW1864| PID    Reference Object                     Distance      Geod. Az  |
 KW1864|                                                           dddmmss.s |
 KW1864| CJ9998 AMITY RM 1                           27.175 METERS 12353     |
 KW1864| CJ9997 AMITY AZ MK                                        1873349.3 |
 KW1864| CJ9999 AMITY RM 2                           29.202 METERS 24646     |
 KW1864|---------------------------------------------------------------------|
 KW1864
 KW1864                          SUPERSEDED SURVEY CONTROL
 KW1864
 KW1864  NAD 83(1986)-  40 25 16.50711(N)    077 00 38.32954(W) AD(       ) 2
 KW1864  NAD 27      -  40 25 16.20425(N)    077 00 39.41472(W) AD(       ) 2
 KW1864  NGVD 29 (??/??/??)  111.562  (m)          366.02   (f) ADJUSTED    1 2
 KW1864
 KW1864.Superseded values are not recommended for survey control.
 KW1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1864.See file dsdata.txt to determine how the superseded data were derived.
 KW1864
 KW1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK2942576455(NAD 83)
 KW1864_MARKER: DE = TRAVERSE STATION DISK
 KW1864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1864_STAMPING: AMITY 1966
 KW1864_MARK LOGO: CGS   
 KW1864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1864+STABILITY: SURFACE MOTION
 KW1864
 KW1864  HISTORY     - Date     Condition        Report By
 KW1864  HISTORY     - 1966     MONUMENTED       CGS
 KW1864  HISTORY     - 1966     GOOD             CGS
 KW1864  HISTORY     - 1977     GOOD             NGS
 KW1864  HISTORY     - 1983     GOOD             NGS
 KW1864
 KW1864                          STATION DESCRIPTION
 KW1864
 KW1864'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW1864'THE STATION IS LOCATED ABOUT 10.6 MILES SOUTHEAST OF NEWPORT, 2 MILES
 KW1864'NORTHEAST OF DUNCANNON, AT THE INTER-CHANGE OF U.S. HIGHWAYS
 KW1864'22,322 AND 15,11 ON PROPERTY OF THE PENNSYLVANIA DEPARTMENT OF
 KW1864'HIGHWAYS.
 KW1864'
 KW1864'TO REACH THE STATION FROM AMITY HALL GO EAST ON U.S. HIGHWAY 22 AND
 KW1864'322 FOR ABOUT 0.2 MILE TO WHERE U.S. HIGHWAY 11 AND 15 CROSSES OVER
 KW1864'22 AND 322 AND STATION ON THE RIGHT IN THE SOUTHEAST ANGLE OF THE
 KW1864'INTERSECTION OF THE HIGHWAYS.  TO REACH THE AZIMUTH MARK
 KW1864'CONTINUE EAST FOR 0.4 MILE TO AZIMUTH MARK ON THE RIGHT.
 KW1864'
 KW1864'THE STATION MARK IS 100 FEET EAST (SLOPE DISTANCE) OF THE CENTER OF
 KW1864'THE MEDIAN OF U.S. HIGHWAY 11 AND 15, 96 FEET (SLOPE DISTANCE)
 KW1864'SOUTHEAST OF THE SOUTHEAST EDGE OF THE OVERPASS BRIDGE, 74.5 FEET
 KW1864'SOUTH OF THE CENTER OF THE MEDIAN OF U.S. HIGHWAY 22 AND 322 AND
 KW1864'ABOUT THE SAME ELEVATION AS THAT HIGHWAY.  IT IS A STANDARD DISK,
 KW1864'STAMPED AMITY 1966, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 KW1864'POST WHICH IS FLUSH WITH THE GROUND.
 KW1864'
 KW1864'REFERENCE MARK NO. 1 IS 14.0 FEET NORTH OF THE CENTERLINE OF THE WEST
 KW1864'BOUND LANE OF U.S. HIGHWAY 22 AND 322, 14.0 FEET SOUTH OF THE
 KW1864'CENTERLINE OF THE EAST BOUND LANE OF THE HIGHWAY AND ABOUT 6 INCHES
 KW1864'HIGHER.  IT IS A STANDARD DISK, STAMPED AMITY NO 1 1966, CEMENTED IN
 KW1864'A DRILL HOLE IN A 2 FOOT WIDE MEDIAN BETWEEN THE EAST AND WEST BOUND
 KW1864'LANES OF U.S. HIGHWAY 22 AND 322 AND PROJECTS 6 INCHES.
 KW1864'
 KW1864'REFERENCE MARK NO. 2 IS 163 FEET SOUTH OF THE CENTER OF THE MEDIAN OF
 KW1864'U.S. HIGHWAY 22 AND 322, 81 FEET (SLOPE DISTANCE) EAST OF THE CENTER
 KW1864'OF THE MEDIAN OF U.S. HIGHWAY 11 AND 15 AND ABOUT THE SAME ELEVATION
 KW1864'AS THE STATION.  IT IS A STANDARD DISK, STAMPED AMITY NO 2
 KW1864'1966, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH
 KW1864'WITH THE GROUND.
 KW1864'
 KW1864'AZIMUTH MARK IS 42 FEET SOUTH OF THE CENTER OF THE MEDIAN OF U.S.
 KW1864'HIGHWAY 22 AND 322, 1.4 FEET SOUTH OF A METAL WITNESS POST, 1 FOOT
 KW1864'WEST OF POWER LINE POLE NO. 87603 AND ABOUT THE SAME ELEVATION AS THE
 KW1864'HIGHWAYS.  IT IS A STANDARD DISK, STAMPED AMITY 1966, SET IN THE
 KW1864'TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 KW1864'
 KW1864'BM E 308 (PADH) IS 39 FEET EAST OF THE CENTER OF THE MEDIAN OF U.S.
 KW1864'HIGHWAY 11 AND 15, 1 FOOT SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 KW1864'BRIDGE AND ABOUT THE SAME ELEVATION AS THE HIGHWAY.  IT IS A
 KW1864'PENNSYLVANIA DEPARTMENT OF HIGHWAYS DISK, STAMPED E 308 1966,
 KW1864'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST WING WALL OF THE BRIDGE AND
 KW1864'ABOUT 30 FEET HIGHER THAN THE STATION.
 KW1864
 KW1864                          STATION RECOVERY (1966)
 KW1864
 KW1864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KW1864'AT AMITY HALL.
 KW1864'AT AMITY HALL, 100 FEET (SLOPE DISTANCE) EAST OF THE CENTER OF THE
 KW1864'MEDIAN OF U.S. HIGHWAY 11 AND 15, 96 FEET (SLOPE DISTANCE) SOUTHEAST
 KW1864'OF THE SOUTHEAST EDGE OF VIADUCT, 74.5 FEET SOUTH OF THE CENTER
 KW1864'OF THE CONCRETE MEDIAN OF U.S. HIGHWAY 22 AND 322, 95.81 FEET
 KW1864'EAST OF RM 2, 89.16 FEET WEST OF RM 1, SET IN THE TOP OF A
 KW1864'CONCRETE POST, FLUSH, AND IS ABOUT LEVEL WITH U.S. HIGHWAYS 22 AND
 KW1864'322.
 KW1864
 KW1864                          STATION RECOVERY (1977)
 KW1864
 KW1864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KW1864'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 KW1864'AS PREVIOUSLY DESCRIBED.  THIS STATION WAS NOT OCCUPIED AT THIS
 KW1864'DATE.
 KW1864'
 KW1864'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTHEAST
 KW1864'OF DUNCANNON.
 KW1864
 KW1864                          STATION RECOVERY (1983)
 KW1864
 KW1864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KW1864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1862 ***********************************************************************
 KW1862  DESIGNATION -  AMITY AZ MK
 KW1862  PID         -  KW1862
 KW1862  STATE/COUNTY-  PA/DAUPHIN
 KW1862  USGS QUAD   -  DUNCANNON (1984)
 KW1862
 KW1862                         *CURRENT SURVEY CONTROL
 KW1862  ___________________________________________________________________
 KW1862* NAD 83(1986)-  40 24 51.     (N)    077 00 43.     (W)     SCALED    
 KW1862* NAVD 88     -       110.407  (meters)     362.23   (feet)  POSTED    
 KW1862  ___________________________________________________________________
 KW1862  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KW1862  DYNAMIC HT  -         110.350 (meters)     362.04  (feet)  COMP
 KW1862  MODELED GRAV-     980,138.1   (mgal)                       NAVD 88
 KW1862
 KW1862  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 KW1862
 KW1862.The horizontal coordinates were scaled from a topographic map and have
 KW1862.an estimated accuracy of +/- 6 seconds.
 KW1862
 KW1862.The orthometric height was determined by differential leveling
 KW1862.and adjusted by the National Geodetic Survey in 1992..
 KW1862.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 KW1862.rate of 4.1 thru 8.0 mm/km.
 KW1862
 KW1862.The geoid height was determined by GEOID03.
 KW1862
 KW1862.The dynamic height is computed by dividing the NAVD 88
 KW1862.geopotential number by the normal gravity value computed on the
 KW1862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1862.degrees latitude (g = 980.6199 gals.).
 KW1862
 KW1862.The modeled gravity was interpolated from observed gravity values.
 KW1862
 KW1862;                    North         East    Units  Estimated Accuracy
 KW1862;SPC PA S     -   120,270.      662,640.      MT  (+/- 180 meters Scaled)
 KW1862
 KW1862                          SUPERSEDED SURVEY CONTROL
 KW1862
 KW1862  NGVD 29 (??/??/??)  110.640  (m)          362.99   (f) ADJUSTED    2 0
 KW1862
 KW1862.Superseded values are not recommended for survey control.
 KW1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1862.See file dsdata.txt to determine how the superseded data were derived.
 KW1862
 KW1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK292756(NAD 83)
 KW1862_MARKER: DZ = AZIMUTH MARK DISK
 KW1862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1862_STAMPING: AMITY 1966
 KW1862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1862+STABILITY: SURFACE MOTION
 KW1862
 KW1862  HISTORY     - Date     Condition        Report By
 KW1862  HISTORY     - 1966     MONUMENTED       CGS
 KW1862
 KW1862                          STATION DESCRIPTION
 KW1862
 KW1862'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1862'0.5 MI E FROM AMITY HALL.
 KW1862'ABOUT 0.5 MILE EAST OF THE VIADUCT AT THE JUNCTION OF U.S.
 KW1862'HIGHWAYS 11, 15, 22 AND 322, 42 FEET SOUTH OF THE CENTER OF THE
 KW1862'MEDIAN OF U.S. HIGHWAY 22 AND 322, 1.4 FEET SOUTH OF A METAL
 KW1862'WITNESS SIGN, 1 FOOT WEST OF A POWER LINE POLE, SET IN THE TOP
 KW1862'OF A CONCRETE POST PROJECTING 3-INCHES AND IS ABOUT LEVEL WITH
 KW1862'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1863 ***********************************************************************
 KW1863  DESIGNATION -  AMITY RM 1
 KW1863  PID         -  KW1863
 KW1863  STATE/COUNTY-  PA/DAUPHIN
 KW1863  USGS QUAD   -  DUNCANNON (1984)
 KW1863
 KW1863                         *CURRENT SURVEY CONTROL
 KW1863  ___________________________________________________________________
 KW1863* NAD 83(1986)-  40 25 16.     (N)    077 00 39.     (W)     SCALED    
 KW1863* NAVD 88     -       111.553  (meters)     365.99   (feet)  ADJUSTED  
 KW1863  ___________________________________________________________________
 KW1863  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KW1863  DYNAMIC HT  -         111.499 (meters)     365.81  (feet)  COMP
 KW1863  MODELED GRAV-     980,139.2   (mgal)                       NAVD 88
 KW1863
 KW1863  VERT ORDER  -  SECOND    CLASS 0
 KW1863
 KW1863.The horizontal coordinates were scaled from a topographic map and have
 KW1863.an estimated accuracy of +/- 6 seconds.
 KW1863
 KW1863.The orthometric height was determined by differential leveling
 KW1863.and adjusted by the National Geodetic Survey in June 1991..
 KW1863
 KW1863.The geoid height was determined by GEOID03.
 KW1863
 KW1863.The dynamic height is computed by dividing the NAVD 88
 KW1863.geopotential number by the normal gravity value computed on the
 KW1863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1863.degrees latitude (g = 980.6199 gals.).
 KW1863
 KW1863.The modeled gravity was interpolated from observed gravity values.
 KW1863
 KW1863;                    North         East    Units  Estimated Accuracy
 KW1863;SPC PA S     -   121,040.      662,730.      MT  (+/- 180 meters Scaled)
 KW1863
 KW1863                          SUPERSEDED SURVEY CONTROL
 KW1863
 KW1863  NGVD 29 (??/??/??)  111.791  (m)          366.77   (f) ADJUSTED    2 0
 KW1863
 KW1863.Superseded values are not recommended for survey control.
 KW1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1863.See file dsdata.txt to determine how the superseded data were derived.
 KW1863
 KW1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK294764(NAD 83)
 KW1863_MARKER: DR = REFERENCE MARK DISK
 KW1863_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1863_SP_SET: MEDIAN
 KW1863_STAMPING: AMITY NO 1 1960
 KW1863_MARK LOGO: CGS   
 KW1863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1863
 KW1863  HISTORY     - Date     Condition        Report By
 KW1863  HISTORY     - 1966     MONUMENTED       CGS
 KW1863  HISTORY     - 1983     GOOD             NGS
 KW1863  HISTORY     - 20040913 MARK NOT FOUND   GEOCAC
 KW1863
 KW1863                          STATION DESCRIPTION
 KW1863
 KW1863'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1863'AT AMITY HALL.
 KW1863'AT THE AMITY STATION SITE-- 89.16 FEET EAST OF THE STATION, 14
 KW1863'FEET NORTH OF THE CENTER LINE OF THE WEST BOUND LANE OF U.S.
 KW1863'HIGHWAY 22 AND 322, 14 FEET SOUTH OF THE EAST BOUND LANE OF
 KW1863'U.S. HIGHWAY 22 AND 322, SET IN THE TOP OF THE CONCRETE MEDIAN
 KW1863'OF HIGHWAY AND IS ABOUT 6 INCHES ABOVE THE HIGHWAY.
 KW1863
 KW1863                          STATION RECOVERY (1983)
 KW1863
 KW1863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KW1863'RECOVERED IN GOOD CONDITION.
 KW1863
 KW1863                          STATION RECOVERY (2004)
 KW1863
 KW1863'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1863'CONCRETE MEDIAN HAS BEEN REPLACED WITH A HIGHER MEDIAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1865 ***********************************************************************
 KW1865  DESIGNATION -  AMITY RM 2
 KW1865  PID         -  KW1865
 KW1865  STATE/COUNTY-  PA/DAUPHIN
 KW1865  USGS QUAD   -  DUNCANNON (1984)
 KW1865
 KW1865                         *CURRENT SURVEY CONTROL
 KW1865  ___________________________________________________________________
 KW1865* NAD 83(1986)-  40 25 14.     (N)    077 00 39.     (W)     SCALED    
 KW1865* NAVD 88     -       111.881  (meters)     367.06   (feet)  ADJUSTED  
 KW1865  ___________________________________________________________________
 KW1865  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KW1865  DYNAMIC HT  -         111.827 (meters)     366.89  (feet)  COMP
 KW1865  MODELED GRAV-     980,139.1   (mgal)                       NAVD 88
 KW1865
 KW1865  VERT ORDER  -  SECOND    CLASS 0
 KW1865
 KW1865.The horizontal coordinates were scaled from a topographic map and have
 KW1865.an estimated accuracy of +/- 6 seconds.
 KW1865
 KW1865.The orthometric height was determined by differential leveling
 KW1865.and adjusted by the National Geodetic Survey in June 1991..
 KW1865
 KW1865.The geoid height was determined by GEOID03.
 KW1865
 KW1865.The dynamic height is computed by dividing the NAVD 88
 KW1865.geopotential number by the normal gravity value computed on the
 KW1865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1865.degrees latitude (g = 980.6199 gals.).
 KW1865
 KW1865.The modeled gravity was interpolated from observed gravity values.
 KW1865
 KW1865;                    North         East    Units  Estimated Accuracy
 KW1865;SPC PA S     -   120,980.      662,730.      MT  (+/- 180 meters Scaled)
 KW1865
 KW1865                          SUPERSEDED SURVEY CONTROL
 KW1865
 KW1865  NGVD 29 (??/??/??)  112.118  (m)          367.84   (f) ADJUSTED    2 0
 KW1865
 KW1865.Superseded values are not recommended for survey control.
 KW1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1865.See file dsdata.txt to determine how the superseded data were derived.
 KW1865
 KW1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK294763(NAD 83)
 KW1865_MARKER: DR = REFERENCE MARK DISK
 KW1865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1865_STAMPING: AMITY NO 2 1966
 KW1865_MARK LOGO: CGS   
 KW1865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1865+STABILITY: SURFACE MOTION
 KW1865
 KW1865  HISTORY     - Date     Condition        Report By
 KW1865  HISTORY     - 1966     MONUMENTED       CGS
 KW1865  HISTORY     - 1983     GOOD             NGS
 KW1865
 KW1865                          STATION DESCRIPTION
 KW1865
 KW1865'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1865'AT AMITY HALL.
 KW1865'AT THE AMITY STATION SITE-- 95.81 FEET WEST OF THE STATION, 163
 KW1865'FEET SOUTH OF THE CENTER OF THE MEDIAN OF U.S. HIGHWAY 22 AND
 KW1865'322, 81 FEET (SLOPE DISTANCE) EAST OF THE CENTER OF MEDIAN OF
 KW1865'U.S. HIGHWAY 11 AND 15, SET IN THE TOP OF A CONCRETE POST,
 KW1865'FLUSH, AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 KW1865
 KW1865                          STATION RECOVERY (1983)
 KW1865
 KW1865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KW1865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1932 ***********************************************************************
 MB1932  DESIGNATION -  AMMON
 MB1932  PID         -  MB1932
 MB1932  STATE/COUNTY-  PA/MERCER
 MB1932  USGS QUAD   -  GREENFIELD (1970)
 MB1932
 MB1932                         *CURRENT SURVEY CONTROL
 MB1932  ___________________________________________________________________
 MB1932* NAD 83(1992)-  41 07 52.24364(N)    080 17 14.89299(W)     ADJUSTED  
 MB1932* NAVD 88     -       405.4    (meters)    1330.     (feet)  VERTCON   
 MB1932  ___________________________________________________________________
 MB1932  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 MB1932  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 MB1932
 MB1932  HORZ ORDER  -  FIRST
 MB1932
 MB1932.The horizontal coordinates were established by classical geodetic methods
 MB1932.and adjusted by the National Geodetic Survey in June 2002..
 MB1932
 MB1932.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1932
 MB1932.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1932
 MB1932.The geoid height was determined by GEOID03.
 MB1932
 MB1932;                    North         East     Units Scale Factor Converg.
 MB1932;SPC PA N     -   110,233.356   386,970.332   MT  0.99996925   -1 40 43.1
 MB1932;SPC PA N     -   361,657.27  1,269,585.16   sFT  0.99996925   -1 40 43.1
 MB1932;SPC PA S     -   202,693.587   386,956.227   MT  1.00003000   -1 38 46.7
 MB1932;SPC PA S     -   665,003.88  1,269,538.89   sFT  1.00003000   -1 38 46.7
 MB1932;UTM  17      - 4,553,563.938   559,806.086   MT  0.99964402   +0 28 07.3
 MB1932
 MB1932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1932!SPC PA N     -   0.99994172  x   0.99996925  =   0.99991097
 MB1932!SPC PA S     -   0.99994172  x   1.00003000  =   0.99997171
 MB1932!UTM  17      -   0.99994172  x   0.99964402  =   0.99958576
 MB1932
 MB1932|---------------------------------------------------------------------|
 MB1932| PID    Reference Object                     Distance      Geod. Az  |
 MB1932|                                                           dddmmss.s |
 MB1932| CX3138 AMMON RM 3                           22.222 METERS 01547     |
 MB1932| MB1918 MERCER COURTHOUSE DOME              APPROX.11.4 KM 0205719.7 |
 MB1932| MB1920 US STEEL MINE 5 WATER TANK          APPROX. 9.3 KM 0833029.0 |
 MB1932| CX3136 AMMON RM 1                           31.748 METERS 08953     |
 MB1932| MB1914 US STEEL MINE 2 WATER TANK          APPROX. 8.7 KM 1002319.0 |
 MB1932| CX3135 AMMON AZ MK RESET                                  1982325.3 |
 MB1932| CX3137 AMMON RM 2                           26.340 METERS 21208     |
 MB1932| CX3139 AMMON RM 4                            7.092 METERS 26020     |
 MB1932|---------------------------------------------------------------------|
 MB1932
 MB1932                          SUPERSEDED SURVEY CONTROL
 MB1932
 MB1932  NAD 83(1995)-  41 07 52.24476(N)    080 17 14.89320(W) AD(       ) 1
 MB1932  NAD 83(1986)-  41 07 52.24809(N)    080 17 14.89706(W) AD(       ) 1
 MB1932  NAD 27      -  41 07 52.03100(N)    080 17 15.67000(W) AD(       ) 1
 MB1932  NGVD 29 (07/19/86)  405.6    (m)         1331.     (f) VERT ANG       
 MB1932
 MB1932.Superseded values are not recommended for survey control.
 MB1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1932.See file dsdata.txt to determine how the superseded data were derived.
 MB1932
 MB1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF5980653564(NAD 83)
 MB1932_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1932
 MB1932  HISTORY     - Date     Condition        Report By
 MB1932  HISTORY     - 1935     MONUMENTED       CGS
 MB1932  HISTORY     - 1937     SEE DESCRIPTION  PA-085
 MB1932  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MB1932  HISTORY     - 1965     SEE DESCRIPTION  CGS
 MB1932  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MB1932  HISTORY     - 1974     SEE DESCRIPTION  NGS
 MB1932
 MB1932                          STATION DESCRIPTION
 MB1932
 MB1932'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 MB1932'THE STATION IS ABOUT 11-1/2 MILES WEST-SOUTHWEST OF GROVE CITY, 10
 MB1932'MILES NORTH-NORTHEAST OF NEW CASTLE, 7-1/2 MILES SOUTH-SOUTHWEST
 MB1932'OF MERCER (ALL AIRLINE DISTANCES) AND 2.7 MILES, BY ROAD, EAST BY
 MB1932'NORTH OF NEW WILMINGTON, ON PROPERTY OF J.H. AMMON.
 MB1932'
 MB1932'TO REACH FROM NEW WILMINGTON, GO EASTWARD ON THE VOLANT ROAD
 MB1932'(MACADAM) 1.0 MILE TO A DIRT T-ROAD NORTHEAST.  TURN ON THIS ROAD
 MB1932'AND FOLLOW 1.7 MILES TO AN ORCHARD AT THE TOP OF A HILL AT THE END OF
 MB1932'A CURVE.  THIS ORCHARD IS ON THE NORTH SIDE OF THE ROAD, ABOUT 1/4
 MB1932'MILE EAST OF AMMONS HOUSE AND 1/4 MILE WEST OF A CROSSROADS AT MR.
 MB1932'LIVINGSTONS HOUSE.  THE STATION IS IN THE SOUTHEAST CORNER OF THE
 MB1932'ORCHARD, IN RANGE WITH THE SECOND ROW OF TREES FROM THE EAST, 10.8
 MB1932'METERS NORTH OF THE CENTERLINE OF THE ROAD.  THE MARK PROJECTS
 MB1932'ABOUT 3 INCHES ABOVE GROUND.
 MB1932'
 MB1932'REFERENCE MARK NO. 1 IS 31.745 METERS (104.16 FEET) EAST OF THE
 MB1932'STATION, AND 4 METERS NORTH OF THE CENTERLINE OF THE ROAD.
 MB1932'
 MB1932'REFERENCE MARK NO. 2 IS 26.340 METERS (86.42 FEET) SOUTHWEST OF THE
 MB1932'STATION AND 5 METERS SOUTH OF THE CENTERLINE OF THE ROAD, IN THE
 MB1932'EDGE OF A PASTURE.
 MB1932'
 MB1932'THE AZIMUTH MARK IS ABOUT 1/2 MILE SOUTH-SOUTHWEST OF THE STATION,
 MB1932'1.3 MILES BY ROAD.  REACHED BY GOING EAST TO CROSSROADS AND
 MB1932'TURNING RIGHT TO MARK.  IT IS 5 METERS EAST OF THE CENTERLINE OF THE
 MB1932'ROAD, AND 2 METERS NORTH-NORTHEAST OF A TELEPHONE POLE.  THE MARK
 MB1932'PROJECTS ABOUT 5 INCHES, AND IS VISIBLE FROM THE GROUND AT THE
 MB1932'STATION.
 MB1932'
 MB1932'110-FOOT TOWER REQUIRED.
 MB1932'
 MB1932'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE AS DESCRIBED IN
 MB1932'NOTES 1A, 7A AND 11A.
 MB1932'
 MB1932'NO OTHER OBJECTS VISIBLE FROM THE GROUND.
 MB1932
 MB1932                          STATION RECOVERY (1937)
 MB1932
 MB1932'RECOVERY NOTE BY MERCER COUNTY PENNSYLVANIA 1937
 MB1932'FROM NEW WILMINGTON NORTHEAST ON STATE HIGHWAY 158 A DISTANCE OF 2
 MB1932'MILES, THENCE EAST ON ROUTE 43012 FOR 1 MILE, THENCE SOUTH ALONG
 MB1932'DIRT ROAD FOR A DISTANCE OF ABOUT 1 MILE TO INTERSECTION OF DIRT
 MB1932'ROAD, THENCE EAST ABOUT 0.4 MILE.  STATION IS IN SOUTHEAST CORNER OF
 MB1932'ORCHARD ON PROPERTY OF J.H. AMMON.
 MB1932'
 MB1932'STATION FOUND IN GOOD CONDITION.
 MB1932'
 MB1932'ALL REFERENCE MARKS RECOVERED.
 MB1932'
 MB1932'AZIMUTH MARK MEASURED IN JAN., 1938 WITH FIRST-ORDER BASE TAPE, BY
 MB1932'MERCER COUNTY GEODETIC SURVEY.
 MB1932'
 MB1932'FIELD VALUE - 944.257 METERS (REDUCED TO HORIZONTAL GROUND LEVEL)
 MB1932
 MB1932                          STATION RECOVERY (1960)
 MB1932
 MB1932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 MB1932'THE STATION MARK AND REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 MB1932'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS
 MB1932'RECOVERED BUT IT IS LEANING SLIGHTLY AND ABOUT 2.5 FEET OF THE MARK
 MB1932'IS SHOWING ON THE NORTH SIDE, THE DISTANCE TO THE STATION WAS
 MB1932'MEASURED AND FOUND TO BE 86.288 FEET.  THE PROPERTY IS STILL OWNED BY
 MB1932'J.H. AMMON.  A NEW DESCRIPTION FOLLOWS- THE STATION IS LOCATED
 MB1932'ABOUT 5 MILES SOUTHWEST OF MERCER, ABOUT 3.5 MILES WEST OF U.S.
 MB1932'HIGHWAY 19, ON THE NORTH SIDE OF A GRAVEL ROAD, AND AT THE SOUTHEAST
 MB1932'CORNER OF AN APPLE ORCHARD.  IT IS 37 FEET NORTH OF THE CENTER LINE
 MB1932'OF THE ROAD, 48.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CEMENT
 MB1932'BLOCK HOUSE FOUNDATION, 64.4 FEET SOUTHEAST OF THE NORTHEAST CORNER
 MB1932'OF THE FOUNDATION, 14.3 FEET NORTH OF A U.S.C. AND G.S. WITNESS SIGN,
 MB1932'AND IN LINE WITH THE SECOND ROW OF TREES FROM THE EAST.  THE MARK
 MB1932'IS A STANDARD TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE
 MB1932'POST FLUSH WITH THE GROUND, STAMPED AMMON 1935.  (NOTES 1A, 7A).
 MB1932'
 MB1932'REFERENCE MARK NO. 1 IS EAST OF THE STATION.  IT IS 13 FEET NORTH OF
 MB1932'THE CENTER LINE OF THE ROAD, 93.5 FEET NORTHEAST AND ACROSS THE
 MB1932'ROAD FROM A T FENCE, AND 91 FEET EAST OF THE EXTENDED LINE OF THE
 MB1932'MOST EASTERLY ROW OF FRUIT TREES.  THE MARK IS A STANDARD REFERENCE
 MB1932'MARK DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH,
 MB1932'STAMPED AMMON NO 1 1935.  (NOTE 11A).
 MB1932'
 MB1932'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION.  IT IS 14 FEET
 MB1932'SOUTH OF THE CENTER LINE OF THE ROAD, 76 FEET WEST OF A T FENCE
 MB1932'CORNER, AND 6.2 FEET NORTH OF THE FENCE LINE.  THE MARK IS A STANDARD
 MB1932'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 MB1932'INCHES, STAMPED AMMON NO 2 1935.  (NOTE 11A).
 MB1932'
 MB1932'THE AZIMUTH MARK IS ABOUT 0.7 MILE SOUTH OF THE STATION.  IT IS 15
 MB1932'FEET EAST OF THE CENTER LINE OF ROUTE 43113, AND 5.5 FEET NORTH OF
 MB1932'TELEPHONE POLE NO. 11.  TO REACH FROM THE STATION, GO EAST FOR 0.15
 MB1932'MILE TO CROSSROAD, TURN RIGHT AND GO SOUTHWEST FOR 0.65 MILE TO
 MB1932'CREST OF HILL AND MARK ON LEFT.  THE MARK IS A STANDARD AZIMUTH MARK
 MB1932'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES, STAMPED
 MB1932'AMMON 1935. (16A).
 MB1932'
 MB1932'TO REACH THE STATION FROM THE COURTHOUSE IN MERCER, GO SOUTH ON U.S.
 MB1932'HIGHWAY 19 FOR 2.6 MILES, TURN RIGHT ON ROUTE 43113 AND GO SOUTHWEST
 MB1932'FOR 3.8 MILES TO CROSSROAD AND SCHOOL ON LEFT, CONTINUE STRAIGHT
 MB1932'AHEAD FOR 0.9 MILE TO CROSSROAD, TURN RIGHT AND GO EAST FOR 0.15
 MB1932'MILE TO THE SOUTHEAST CORNER OF ORCHARD AND STATION ON RIGHT.
 MB1932
 MB1932                          STATION RECOVERY (1965)
 MB1932
 MB1932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MB)
 MB1932'STATION AND RM 1 WERE RECOVERED IN GOOD CONDITION.  RM 2 AND AZIMUTH
 MB1932'MARK WERE FOUND DISLOCATED.
 MB1932
 MB1932                          STATION RECOVERY (1967)
 MB1932
 MB1932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MB1932'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 MB1932'CONDITION.  REFERENCE MARK NO. 2 HAD FALLEN INTO THE ROAD DITCH
 MB1932'AND WAS REPLACED BY REFERENCE MARK NO. 3.  THE AZIMUTH MARK HAS BEEN
 MB1932'HIT BY FARM MACHINERY BUT THE DIRECTION CHECKED.  IT WAS LOWERED AT
 MB1932'THIS TIME AND IS NOW 8 INCHES BELOW THE SURFACE.  AN ADDITIONAL
 MB1932'DESCRIPTION FOLLOWS-
 MB1932'
 MB1932'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF NEW CASTLE, 7
 MB1932'MILES SOUTH OF MERCER AND 2-1/2 MILES EAST OF NEW WILMINGTON.
 MB1932'THE PROPERTY IS STILL OWNED BY THE J.H. AMMON FAMILY.
 MB1932'
 MB1932'TO REACH THE STATION FROM THE POST OFFICE IN NEW WILMINGTON GO EAST
 MB1932'FOR 0.1 MILE TO A TRAFFIC LIGHT AND A CROSSROADS, CONTINUE AHEAD
 MB1932'EASTERLY FOR 1.0 MILE TO A CROSSROADS, CONTINUE EASTERLY ON THE SAME
 MB1932'ROAD FOR 1.2 MILES TO ANOTHER CROSSROADS.  TURN LEFT AND GO
 MB1932'NORTH ON A PAVED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT
 MB1932'BY POWERLINE POLE NO.  11, CONTINUE NORTH ON THE PAVED ROAD FOR 0.65
 MB1932'MILE TO A GRAVEL CROSSROADS, TURN LEFT AND GO WEST FOR 0.1 MILE TO
 MB1932'THE STATION ON THE RIGHT.
 MB1932'
 MB1932'THE STATION MARK IS 74 FEET SOUTH-SOUTHWEST OF A FENCE CORNER, 38
 MB1932'FEET NORTH OF THE APPROXIMATE CENTER OF THE ROAD AND 14 FEET
 MB1932'NORTH-NORTHEAST OF A METAL WITNESS POST.  IT IS A STANDARD DISK SET
 MB1932'IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND
 MB1932'AND IS STAMPED AMMON 1935.
 MB1932'
 MB1932'REFERENCE MARK NO. 1 IS 106.5 FEET EAST OF THE WITNESS POST AND 13
 MB1932'FEET NORTH OF THE APPROXIMATE CENTER OF THE ROAD.  IT IS A
 MB1932'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH
 MB1932'THE GROUND AND IS STAMPED AMMON NO 1 1935.
 MB1932'
 MB1932'REFERENCE MARK NO. 3 IS 99 FEET NORTH OF THE APPROXIMATE CENTER OF
 MB1932'THE ROAD, 65 FEET NORTH-NORTHEAST OF THE WITNESS POST AND 3 FEET
 MB1932'SOUTHWEST OF THE FENCE CORNER.  IT IS A STANDARD DISK SET IN THE TOP
 MB1932'OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES AND IS STAMPED
 MB1932'AMMON NO 3 1935 1967.
 MB1932'
 MB1932'THE AZIMUTH MARK IS 14 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 MB1932'THE PAVED ROAD, 6 FEET NORTHEAST OF POWERLINE POLE NO. 11 AND 5
 MB1932'FEET NORTHEAST OF A METAL WITNESS POST.  IT IS A STANDARD DISK SET IN
 MB1932'THE TOP OF A SQUARE CONCRETE MONUMENT ABOUT 8 INCHES UNDER THE
 MB1932'SURFACE OF THE GROUND AND IS STAMPED AMMON 1935.
 MB1932'
 MB1932'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2-1/2 MILES EAST OF
 MB1932'NEW WILMINGTON
 MB1932'
 MB1932'HEIGHT OF LIGHT ABOVE STATION MARK 72 FEET.
 MB1932
 MB1932                          STATION RECOVERY (1974)
 MB1932
 MB1932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MB1932'THE STATION MARK, REFERENCE MARK 3 AND THE AZIMUTH MARK WERE
 MB1932'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND
 MB1932'DESTROYED.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND DURING
 MB1932'SUMMER MONTHS WHILE THE FIELDS ARE UNDER CULTIVATION AND PLANTED
 MB1932'IN TALL CORN.  THE ANGLE COULD NOT BE OBSERVED TO THE AZIMUTH MARK AT
 MB1932'THIS DATE.  A NEW REFERENCE MARK 4 WAS ESTABLISHED.  THE
 MB1932'DISTANCE TO REFERENCE MARK 3 WAS NOT WITHIN CLOSE AGREEMENT WITH THE
 MB1932'1967 MEAUSREMENT.  A LONGER DISTANCE OF 0.05 FOOT OR 0.015
 MB1932'METER WAS NOTED.
 MB1932'
 MB1932'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 MB1932'
 MB1932'THE STATION IS LOCATED 10 MILES NORTHEAST OF NEW CASTLE, 7 MILES
 MB1932'SOUTH OF MERCER AND 2-1/2 MILES EAST OF NEW WILMINGTON. THE PROPERTY
 MB1932'IS OWNED BY MR. J.H. AMMON AND FAMILY.  MR. AMMON LIVES 1/4 MILE EAST
 MB1932'OF THE STATION.
 MB1932'
 MB1932'TO REACH THE STATION FROM THE POST OFFICE IN NEW WILMINGTON, GO EAST
 MB1932'0.1 MILE TO THE MAIN CROSSROADS IN NEW WILMINGTON, CONTINUE EAST ON
 MB1932'STATE HIGHWAY 208 FOR 2.1 MILES TO A CROSSROADS.  TURN LEFT AND GO
 MB1932'NORTH ON A PAVED ROAD FOR 0.2 MILE TO POWERLINE POLE NUMBER 11 ON
 MB1932'THE RIGHT AND THE AZIMUTH MARK JUST NORTH OF THE POLE.  CONTINUE
 MB1932'NORTH ON THE PAVED ROAD FOR 0.65 MILE TO A CROSSROADS.  TURN LEFT
 MB1932'AND GO WEST ON A GRAVELED ROAD FOR 0.1 MILE TO THE STATION ON THE
 MB1932'RIGHT IN THE SOUTHEAST CORNER OF A ORCHARD.
 MB1932'
 MB1932'THE STATION MARK IS A STANDARD DISK STAMPED AMMON 1935, SET IN THE
 MB1932'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 MB1932'SURFACE.  IT IS 38 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 14
 MB1932'FEET NORTH-NORTHEAST OF A WITNESS POST, 15 FEET NORTH OF A OLD
 MB1932'FENCE CORNER AND 10 FEET WEST OF THE CENTER OF A DIM FIELD ROAD.
 MB1932'(NOTE 1A 7A)
 MB1932'
 MB1932'REFERENCE MARK 3 IS A STANDARD DISK STAMPED AMMON NO 3 1935 1967, SET
 MB1932'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 MB1932'1-INCH.  IT IS 111 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 86
 MB1932'FEET NORTH OF THE WITNESS POST AND 10 FEET WEST OF THE CENTER OF
 MB1932'THE FIELD ROAD.  (NOTE 11A)
 MB1932'
 MB1932'REFERENCE MARK 4 IS A STANDARD DISK STAMPED AMMON 1935 NO 4 1974, SET
 MB1932'IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 MB1932'4-INCHES.  IT IS 28 FEET WEST OF THE CENTER OF THE FIELD ROAD, 38
 MB1932'FEET NORTH OF THE BLADED ROAD, 22 FEET NORTHWEST OF THE WITNESS POST
 MB1932'AND 4 FEET EAST OF A FRUIT TREE.  (NOTE 11B)
 MB1932'
 MB1932'THE AZIMUTH MARK IS A STANDARD DISK STAMPED AMMON 1935, SET IN THE
 MB1932'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS 6-INCHES BELOW
 MB1932'THE SURFACE.  IT IS 14 FEET EAST OF THE CENTER OF THE PAVED ROAD AND
 MB1932'6 FEET NORTH OF THE POWERLINE POLE NUMBERED 11.  (NOTE 16)
 MB1932'
 MB1932'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2-1/2 MILES
 MB1932'NORTHEAST OF NEW WILMINGTON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5734 ***********************************************************************
 KV5734  DESIGNATION -  ANDALUSIA 2
 KV5734  PID         -  KV5734
 KV5734  STATE/COUNTY-  PA/BUCKS
 KV5734  USGS QUAD   -  BEVERLY (1973)
 KV5734
 KV5734                         *CURRENT SURVEY CONTROL
 KV5734  ___________________________________________________________________
 KV5734* NAD 83(1992)-  40 03 41.64102(N)    074 57 20.02723(W)     ADJUSTED  
 KV5734* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV5734  ___________________________________________________________________
 KV5734  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 KV5734  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KV5734
 KV5734  HORZ ORDER  -  SECOND
 KV5734
 KV5734.The horizontal coordinates were established by classical geodetic methods
 KV5734.and adjusted by the National Geodetic Survey in June 2002..
 KV5734
 KV5734.The orthometric height was scaled from a topographic map.
 KV5734
 KV5734.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5734
 KV5734.The geoid height was determined by GEOID03.
 KV5734
 KV5734;                    North         East     Units Scale Factor Converg.
 KV5734;SPC PA S     -    84,630.797   838,369.320   MT  0.99998243   +1 48 46.8
 KV5734;SPC PA S     -   277,659.54  2,750,550.01   sFT  0.99998243   +1 48 46.8
 KV5734;SPC NJ       -   136,449.266   111,136.484   MT  0.99991859   -0 17 35.6
 KV5734;SPC NJ       -   447,667.30    364,620.28   sFT  0.99991859   -0 17 35.6
 KV5734;UTM  18      - 4,434,591.530   503,789.710   MT  0.99960018   +0 01 43.0
 KV5734
 KV5734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5734!SPC PA S     -   1.00000490  x   0.99998243  =   0.99998733
 KV5734!SPC NJ       -   1.00000490  x   0.99991859  =   0.99992349
 KV5734!UTM  18      -   1.00000490  x   0.99960018  =   0.99960508
 KV5734
 KV5734|---------------------------------------------------------------------|
 KV5734| PID    Reference Object                     Distance      Geod. Az  |
 KV5734|                                                           dddmmss.s |
 KV5734| CB5647 ANDALUSIA 2 RM 2                     51.487 METERS 00950     |
 KV5734| CB5646 ANDALUSIA 2 RM 1                     32.484 METERS 06436     |
 KV5734| KV5770 DREXEL                              APPROX. 0.5 KM 0644252.2 |
 KV5734|---------------------------------------------------------------------|
 KV5734
 KV5734                          SUPERSEDED SURVEY CONTROL
 KV5734
 KV5734  NAD 83(1996)-  40 03 41.64101(N)    074 57 20.02722(W) AD(       ) 2
 KV5734  NAD 83(1986)-  40 03 41.63957(N)    074 57 20.02858(W) AD(       ) 2
 KV5734  NAD 27      -  40 03 41.23900(N)    074 57 21.42100(W) AD(       ) 2
 KV5734
 KV5734.Superseded values are not recommended for survey control.
 KV5734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5734.See file dsdata.txt to determine how the superseded data were derived.
 KV5734
 KV5734_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0379034592(NAD 83)
 KV5734_MARKER: DS = TRIANGULATION STATION DISK
 KV5734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5734
 KV5734  HISTORY     - Date     Condition        Report By
 KV5734  HISTORY     - 1935     MONUMENTED       CGS
 KV5734  HISTORY     - 1947     GOOD             CGS
 KV5734
 KV5734                          STATION DESCRIPTION
 KV5734
 KV5734'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5734'STATION IS AT ANDALUSIA, SW CORNER DREXEL ESTATE, 41.45 METERS W OF A
 KV5734'90 DEG BEND IN THE CONCRETE RIVER WALL (A CONCRETE-LINED
 KV5734'SLUICEWAY MEETS WALL AT THIS BEND), 5.97 METERS W OF A 3-FOOT TREE,
 KV5734'0.85 METER N OF INSIDE FACE OF RIVER WALL, 0.83 METER E OF INSIDE
 KV5734'FACE OF STONE WALL ON W PROPERTY LINE.
 KV5734'
 KV5734'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 KV5734'CONCRETE AS DESCRIBED IN NOTES 1A AND 7A.
 KV5734'
 KV5734'REFERENCE MARKS NO. 1 AND 2 ARE STANDARD TABLETS ON THE TOP OF THE
 KV5734'RIVER WALL AND SLUICEWAY WALL RESPECTIVELY.
 KV5734'
 KV5734'MAIN SCHEME STATION.
 KV5734'
 KV5734'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 KV5734
 KV5734                          STATION RECOVERY (1947)
 KV5734
 KV5734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5734'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5734'ADEQUATE EXCEPT FOR THE FOLLOWING CHANGES-
 KV5734'
 KV5734'1. CHANGE SW CORNER OF DREXEL ESTATE TO IMMEDIATELY E OF THE CHARLES
 KV5734'BIDDLE MANSION (GREEK ARCHITECTURE) AND SW OF PEN RYN SCHOOL.
 KV5734'
 KV5734'2. DELETE ON W PROPERTY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5749 ***********************************************************************
 KV5749  DESIGNATION -  ANDALUSIA ENTERPRISE MFG TANK
 KV5749  PID         -  KV5749
 KV5749  STATE/COUNTY-  PA/BUCKS
 KV5749  USGS QUAD   -  BEVERLY (1973)
 KV5749
 KV5749                         *CURRENT SURVEY CONTROL
 KV5749  ___________________________________________________________________
 KV5749* NAD 83(1992)-  40 04 10.37336(N)    074 56 21.82399(W)     ADJUSTED  
 KV5749* NAVD 88     -                                                        
 KV5749  ___________________________________________________________________
 KV5749  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 KV5749  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KV5749
 KV5749  HORZ ORDER  -  THIRD
 KV5749
 KV5749.The horizontal coordinates were established by classical geodetic methods
 KV5749.and adjusted by the National Geodetic Survey in June 2002..
 KV5749
 KV5749
 KV5749.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5749
 KV5749.The geoid height was determined by GEOID03.
 KV5749
 KV5749;                    North         East     Units Scale Factor Converg.
 KV5749;SPC PA S     -    85,560.298   839,719.772   MT  0.99998150   +1 49 24.6
 KV5749;SPC PA S     -   280,709.08  2,754,980.62   sFT  0.99998150   +1 49 24.6
 KV5749;SPC NJ       -   137,328.449   112,520.098   MT  0.99991729   -0 16 58.3
 KV5749;SPC NJ       -   450,551.75    369,159.69   sFT  0.99991729   -0 16 58.3
 KV5749;UTM  18      - 4,435,478.190   505,167.925   MT  0.99960033   +0 02 20.4
 KV5749
 KV5749                          SUPERSEDED SURVEY CONTROL
 KV5749
 KV5749  NAD 83(1996)-  40 04 10.37325(N)    074 56 21.82403(W) AD(       ) 4
 KV5749  NAD 83(1986)-  40 04 10.37165(N)    074 56 21.82580(W) AD(       ) 4
 KV5749  NAD 27      -  40 04 09.97100(N)    074 56 23.22000(W) AD(       ) 3
 KV5749
 KV5749.Superseded values are not recommended for survey control.
 KV5749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5749.See file dsdata.txt to determine how the superseded data were derived.
 KV5749
 KV5749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0516835478(NAD 83)
 KV5749_MARKER: 51 = TANK
 KV5749
 KV5749  HISTORY     - Date     Condition        Report By
 KV5749  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV5749  HISTORY     - 1947     GOOD             CGS
 KV5749  HISTORY     - 1976     GOOD             NGS
 KV5749
 KV5749                          STATION DESCRIPTION
 KV5749
 KV5749'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5749'STATION IS AT ANDALUSIA, IN OLD SHIP-BUILDING YARD, 2.7 MILES NE
 KV5749'ALONG STATE ROAD FROM POQUESSING CREEK CROSSING.  PROPERTY NOW
 KV5749'OWNED BY CARLTON COMPANY.  THE FINIAL OF THE 100-FOOT (APPROXIMATELY)
 KV5749'BLACK WATER TANK E OF NEARBY SCHUTTE AND KOERTING COMPANY TANK.
 KV5749'
 KV5749'INTERSECTION STATION.
 KV5749
 KV5749                          STATION RECOVERY (1947)
 KV5749
 KV5749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5749'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5749'ADEQUATE EXCEPT FOR THE FOLLOWING CHANGES-
 KV5749'
 KV5749'1. CHANGE ANDALUSIA TO CORNWALL HEIGHTS.
 KV5749'
 KV5749'2. DELETE CARLTON COMPANY AND ADD PENNA. SALT CO.
 KV5749'
 KV5749'3. CHANGE BLACK WATER TANK TO SILVER WATER TANK.
 KV5749
 KV5749                          STATION RECOVERY (1976)
 KV5749
 KV5749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5749'THE TANK IS NOW KNOWN AS PENSALT CO. TANK.  THE DESCRIPTION AS
 KV5749'REVISED IN 1947 IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6145 ***********************************************************************
 KV6145  DESIGNATION -  ANSELMA
 KV6145  PID         -  KV6145
 KV6145  STATE/COUNTY-  PA/CHESTER
 KV6145  USGS QUAD   -  DOWNINGTOWN (1983)
 KV6145
 KV6145                         *CURRENT SURVEY CONTROL
 KV6145  ___________________________________________________________________
 KV6145* NAD 83(1992)-  40 03 59.79597(N)    075 38 49.57453(W)     ADJUSTED  
 KV6145* NAVD 88     -       159.4    (meters)     523.     (feet)  VERTCON   
 KV6145  ___________________________________________________________________
 KV6145  X           -   1,211,715.001 (meters)                     COMP
 KV6145  Y           -  -4,735,477.272 (meters)                     COMP
 KV6145  Z           -   4,083,729.472 (meters)                     COMP
 KV6145  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 KV6145  ELLIP HEIGHT-         125.77  (meters)          (06/21/02) GPS OBS
 KV6145  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 KV6145
 KV6145  HORZ ORDER  -  SECOND
 KV6145  ELLP ORDER  -  FOURTH    CLASS I
 KV6145
 KV6145.The horizontal coordinates were established by GPS observations
 KV6145.and adjusted by the National Geodetic Survey in June 2002..
 KV6145
 KV6145.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6145
 KV6145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6145
 KV6145.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6145
 KV6145.The ellipsoidal height was determined by GPS observations
 KV6145.and is referenced to NAD 83.
 KV6145
 KV6145.The geoid height was determined by GEOID03.
 KV6145
 KV6145;                    North         East     Units Scale Factor Converg.
 KV6145;SPC PA S     -    83,554.889   779,379.577   MT  0.99998184   +1 21 51.6
 KV6145;SPC PA S     -   274,129.66  2,557,014.50   sFT  0.99998184   +1 21 51.6
 KV6145;UTM  18      - 4,435,350.907   444,816.899   MT  0.99963749   -0 24 59.5
 KV6145
 KV6145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6145!SPC PA S     -   0.99998027  x   0.99998184  =   0.99996211
 KV6145!UTM  18      -   0.99998027  x   0.99963749  =   0.99961777
 KV6145
 KV6145:                Primary Azimuth Mark                     Grid Az
 KV6145:SPC PA S     -  LANDMARK BAPTIST CHURCH SPIRE            029 33 49.9
 KV6145:UTM  18      -  LANDMARK BAPTIST CHURCH SPIRE            031 20 41.0
 KV6145
 KV6145|---------------------------------------------------------------------|
 KV6145| PID    Reference Object                     Distance      Geod. Az  |
 KV6145|                                                           dddmmss.s |
 KV6145| CS3722 LANDMARK BAPTIST CHURCH SPIRE                      0305541.5 |
 KV6145| KV6146 ANSELMA AZ MK                       491.375 METERS 0482540.5 |
 KV6145| CS3670 ANSELMA RM 1                         23.775 METERS 05031     |
 KV6145| KV6166 LAURA LEE COMMUNICATIONS TOWER      APPROX. 4.3 KM 1014320.3 |
 KV6145| CS3671 ANSELMA RM 2                         13.120 METERS 10214     |
 KV6145|---------------------------------------------------------------------|
 KV6145
 KV6145                          SUPERSEDED SURVEY CONTROL
 KV6145
 KV6145  NAD 83(1996)-  40 03 59.79459(N)    075 38 49.57431(W) AD(       ) 2
 KV6145  NAD 83(1991)-  40 03 59.79230(N)    075 38 49.57701(W) AD(       ) 2
 KV6145  ELLIP H (01/27/92)  125.94   (m)                       GP(       ) 4 1
 KV6145  NAD 83(1986)-  40 03 59.79193(N)    075 38 49.57821(W) AD(       ) 2
 KV6145  NGVD 29 (03/28/90)  159.7    (m)          524.     (f) GPS OBS        
 KV6145
 KV6145.Superseded values are not recommended for survey control.
 KV6145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6145.See file dsdata.txt to determine how the superseded data were derived.
 KV6145
 KV6145_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK4481735351(NAD 83)
 KV6145_MARKER: DH = HORIZONTAL CONTROL DISK
 KV6145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6145_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KV6145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6145+STABILITY: SURFACE MOTION
 KV6145_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6145+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2003
 KV6145
 KV6145  HISTORY     - Date     Condition        Report By
 KV6145  HISTORY     - 1985     MONUMENTED       PADT
 KV6145  HISTORY     - 19870314 GOOD             GEOHYD
 KV6145  HISTORY     - 20011203 GOOD             NGS
 KV6145  HISTORY     - 20030329 GOOD             USPSQD
 KV6145
 KV6145                          STATION DESCRIPTION
 KV6145
 KV6145'DESCRIBED BY PA DEPT OF TRANSP 1985 (RBG)
 KV6145'THE STATION IS LOCATED ABOUT 3.5 KM (2.2 MI)
 KV6145'EAST-SOUTHEAST OF EAGLE,
 KV6145'2.0 KM (1.2 MI) SOUTH-SOUTHWEST OF ANSELMA, AND
 KV6145'1.5 KM (0.9 MI) SOUTHWEST OF OPPERMANS CORNERS, IN UWCHLAN
 KV6145'TOWNSHIP, CHESTER COUNTY, AT THE ENTRANCE TO PICKERING POINTE
 KV6145'TOWNHOUSES.
 KV6145'OWNERSHIP--PADT RIGHT-OF-WAY
 KV6145'
 KV6145'TO REACH THE STATION FROM THE POST OFFICE IN CHESTER SPRINGS, GO
 KV6145'SOUTHWEST FOR 2.1 KM (1.3 MI) ON STATE HIGHWAY 113 TO STATE HIGHWAY
 KV6145'401,
 KV6145'CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR
 KV6145'1.8 KM (1.1 MI) ON HIGHWAY 113 TO THE ENTRANCE TO PICKERING POINTE
 KV6145'TOWNHOUSES AND THE STATION ON THE LEFT.
 KV6145'
 KV6145'THE STATION IS A STANDARD PADT DISK
 KV6145'STAMPED---ANSELMA 1985---,
 KV6145'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6145'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6145'9.14 METERS (30.0 FT) SOUTHEAST FROM THE CENTER OF HIGHWAY 113,
 KV6145'12.50 METERS (41.0 FT) SOUTHWEST FROM THE CENTER OF THE ENTRANCE
 KV6145'ROAD,
 KV6145'5.09 METERS (16.7 FT) NORTH FROM A FIRE PLUG, AND
 KV6145'2.29 METERS (7.5 FT) NORTHEAST FROM THE END OF CURBING.
 KV6145'THE UNDERGROUND MARK IS A STANDARD PADT DISK
 KV6145'STAMPED---ANSELMA 1985---,
 KV6145'SET INTO AN IRREGULAR MASS OF CONCRETE 1.07 METERS BELOW THE SURFACE.
 KV6145'
 KV6145'REFERENCE MARK NO. 1 IS A STANDARD PADT DISK
 KV6145'STAMPED---ANSELMA NO 1 1985---,
 KV6145'SET INTO THE TOP OF CONCRETE CURBING ON THE EASTERN SIDE OF HIGHWAY
 KV6145'113 AT THE NORTHEAST CORNER OF THE INTERSECTION.
 KV6145'18.16 METERS (59.6 FT) EAST FROM THE CENTER OF THE INTERSECTION,
 KV6145'11.43 METERS (37.5 FT) NORTHEAST FROM THE CENTER OF THE ENTRANCE
 KV6145'ROAD,
 KV6145'3.63 METERS (11.9 FT) SOUTHWEST FROM THE END OF CURBING, AND
 KV6145'0.67 METERS (2.2 FT) WEST FROM A POWER POLE NUMBER 3598.
 KV6145'MARK IS 0.3 METERS ABOVE THE STATION.
 KV6145'
 KV6145'REFERENCE MARK NO. 2 IS A STANDARD PADT DISK
 KV6145'STAMPED---ANSELMA NO 2 1985---,
 KV6145'SET INTO THE TOP OF CONCRETE CURBING ON THE SOUTHERN SIDE OF THE
 KV6145'ENTRANCE ROAD AT THE SOUTHEAST CORNER OF THE INTERSECTION.
 KV6145'19.81 METERS (65.0 FT) SOUTHEAST FROM THE CENTER OF HIGHWAY 113,
 KV6145'19.08 METERS (62.6 FT) SOUTH-SOUTHWEST FROM A POWER POLE NUMBER
 KV6145'3598, AND
 KV6145'2.07 METERS (6.8 FT) NORTH-NORTHEAST FROM A STONE PILLAR.
 KV6145'MARK IS 0.30 METERS BELOW THE STATION.
 KV6145'
 KV6145'AZIMUTH MARK NO. 1 IS A STANDARD PADT DISK
 KV6145'STAMPED---ANSELMA 1985---,
 KV6145'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6145'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6145'32.30 METERS (106.0 FT) NORTHEAST FROM THE CENTER OF DRIVEWAY TO A
 KV6145'BLUE AND WHITE HOUSE,
 KV6145'3.72 METERS (12.2 FT) NORTHWEST FROM THE NORTHERN EDGE OF HIGHWAY
 KV6145'113, AND
 KV6145'3.35 METERS (11.0 FT) SOUTHEAST FROM A 3 INCH DIAMETER PINE TREE.
 KV6145'TO REACH THE AZIMUTH FROM THE STATION,
 KV6145'GO NORTHEAST FOR 0.6 KM (0.35 MI) ON HIGHWAY 113 TO THE AZIMUTH
 KV6145'MARK ON THE LEFT, LOCATED AT THE SOUTHERN END OF A ROW OF PINE
 KV6145'TREES BETWEEN A BLUE AND WHITE BI-LEVEL HOUSE AND A STONE RANCH
 KV6145'HOUSE.
 KV6145'
 KV6145'DESCRIBED BY R.B. GROSSER.
 KV6145
 KV6145                          STATION RECOVERY (1987)
 KV6145
 KV6145'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1987
 KV6145'RECOVERED IN GOOD CONDITION.
 KV6145
 KV6145                          STATION RECOVERY (2001)
 KV6145
 KV6145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV6145'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV6145
 KV6145                          STATION RECOVERY (2003)
 KV6145
 KV6145'RECOVERY NOTE BY US POWER SQUADRON 2003 (MWE)
 KV6145'CHANGE REFERENCE MARK NO. 2 FROM -STONE PILLAR- TO -BRICK PILLAR-.
 KV6145'STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 GOOD.
 KV6145'UNDERGROUND MARK AND AZIMUTH MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6146 ***********************************************************************
 KV6146  DESIGNATION -  ANSELMA AZ MK
 KV6146  PID         -  KV6146
 KV6146  STATE/COUNTY-  PA/CHESTER
 KV6146  USGS QUAD   -  DOWNINGTOWN (1983)
 KV6146
 KV6146                         *CURRENT SURVEY CONTROL
 KV6146  ___________________________________________________________________
 KV6146* NAD 83(1992)-  40 04 10.36710(N)    075 38 34.06131(W)     ADJUSTED  
 KV6146* NAVD 88     -       156.     (meters)     512.     (feet)  VERTCON   
 KV6146  ___________________________________________________________________
 KV6146  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 KV6146  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 KV6146
 KV6146  HORZ ORDER  -  SECOND
 KV6146
 KV6146.The horizontal coordinates were established by classical geodetic methods
 KV6146.and adjusted by the National Geodetic Survey in June 2002..
 KV6146
 KV6146.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6146
 KV6146.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6146
 KV6146.The geoid height was determined by GEOID03.
 KV6146
 KV6146;                    North         East     Units Scale Factor Converg.
 KV6146;SPC PA S     -    83,889.601   779,739.311   MT  0.99998150   +1 22 01.7
 KV6146;SPC PA S     -   275,227.80  2,558,194.72   sFT  0.99998150   +1 22 01.7
 KV6146;UTM  18      - 4,435,674.167   445,186.734   MT  0.99963699   -0 24 49.6
 KV6146
 KV6146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6146!SPC PA S     -   0.99998077  x   0.99998150  =   0.99996227
 KV6146!UTM  18      -   0.99998077  x   0.99963699  =   0.99961777
 KV6146
 KV6146                          SUPERSEDED SURVEY CONTROL
 KV6146
 KV6146  NAD 83(1996)-  40 04 10.36571(N)    075 38 34.06109(W) AD(       ) 2
 KV6146  NAD 83(1991)-  40 04 10.36341(N)    075 38 34.06378(W) AD(       ) 2
 KV6146  NAD 83(1986)-  40 04 10.36317(N)    075 38 34.06511(W) AD(       ) 2
 KV6146  NGVD 29 (03/28/90)  157.     (m)          515.     (f) VERT ANG       
 KV6146
 KV6146.Superseded values are not recommended for survey control.
 KV6146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6146.See file dsdata.txt to determine how the superseded data were derived.
 KV6146
 KV6146_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK4518735674(NAD 83)
 KV6146_MARKER: DZ = AZIMUTH MARK DISK
 KV6146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6146_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KV6146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6146+STABILITY: SURFACE MOTION
 KV6146
 KV6146  HISTORY     - Date     Condition        Report By
 KV6146  HISTORY     - 1985     MONUMENTED       PADT
 KV6146  HISTORY     - 20030329 MARK NOT FOUND   USPSQD
 KV6146
 KV6146                          STATION DESCRIPTION
 KV6146
 KV6146'DESCRIBED BY PA DEPT OF TRANSP 1985 (RBG)
 KV6146'THE STATION IS LOCATED ABOUT 3.5 KM (2.2 MI)
 KV6146'EAST-SOUTHEAST OF EAGLE,
 KV6146'2.0 KM (1.2 MI) SOUTH-SOUTHWEST OF ANSELMA, AND
 KV6146'1.5 KM (0.9 MI) SOUTHWEST OF OPPERMANS CORNERS, IN UWCHLAND
 KV6146'TOWNSHIP, CHESTER COUNTY, ON THE NORTHERN SIDE OF STATE HIGHWAY 113.
 KV6146'OWNERSHIP--PADT RIGHT-OF-WAY
 KV6146'
 KV6146'TO REACH THE STATION FROM THE POST OFFICE IN CHESTER SPRINGS, GO
 KV6146'SOUTHWEST FOR 2.1 KM (1.3 MI) ON STATE HIGHWAY 113 TO STATE HIGHWAY
 KV6146'401,
 KV6146'CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR
 KV6146'1.2 KM (0.75 MI) ON HIGHWAY 113 TO THE STATION ON THE RIGHT.
 KV6146'LOCATED AT THE SOUTHERN END OF A ROW OF PINE TREES ON THE NORTHERN
 KV6146'SIDE OF HIGHWAY 113, BETWEEN A BLUE AND WHITE BI-LEVEL HOUSE AND A
 KV6146'STONE RANCH HOUSE.
 KV6146'
 KV6146'THE STATION IS A STANDARD PADT DISK
 KV6146'STAMPED---ANSELMA 1985---,
 KV6146'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6146'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6146'32.30 METERS (106.0 FT) NORTHEAST FROM THE CENTER OF DRIVEWAY TO
 KV6146'BLUE AND WHITE HOUSE,
 KV6146'3.72 METERS (12.2 FT) NORTHWEST FROM THE NORTHERN EDGE OF HIGHWAY
 KV6146'113, AND
 KV6146'3.35 METERS (11.0 FT) SOUTHEAST FROM A 3 INCH DIAMETER PINE TREE.
 KV6146'
 KV6146'DESCRIBED BY R.B. GROSSER.
 KV6146
 KV6146                          STATION RECOVERY (2003)
 KV6146
 KV6146'RECOVERY NOTE BY US POWER SQUADRON 2003 (MWE)
 KV6146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2261 ***********************************************************************
 MA2261  DESIGNATION -  ANTENNA
 MA2261  PID         -  MA2261
 MA2261  STATE/COUNTY-  PA/CLEARFIELD
 MA2261  USGS QUAD   -  ELLIOTT PARK (1983)
 MA2261
 MA2261                         *CURRENT SURVEY CONTROL
 MA2261  ___________________________________________________________________
 MA2261* NAD 83(1992)-  41 05 09.16929(N)    078 30 17.04888(W)     ADJUSTED  
 MA2261* NAVD 88     -       681.1    (meters)    2235.     (feet)  VERTCON   
 MA2261  ___________________________________________________________________
 MA2261  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 MA2261  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 MA2261
 MA2261  HORZ ORDER  -  SECOND
 MA2261
 MA2261.The horizontal coordinates were established by classical geodetic methods
 MA2261.and adjusted by the National Geodetic Survey in June 2002..
 MA2261
 MA2261.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2261
 MA2261.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2261
 MA2261.The geoid height was determined by GEOID03.
 MA2261
 MA2261;                    North         East     Units Scale Factor Converg.
 MA2261;SPC PA N     -   102,358.276   536,585.141   MT  0.99997349   -0 29 57.4
 MA2261;SPC PA N     -   335,820.44  1,760,446.42   sFT  0.99997349   -0 29 57.4
 MA2261;UTM  17      - 4,551,291.053   709,592.064   MT  1.00014069   +1 38 25.6
 MA2261
 MA2261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2261!SPC PA N     -   0.99989824  x   0.99997349  =   0.99987173
 MA2261!UTM  17      -   0.99989824  x   1.00014069  =   1.00003891
 MA2261
 MA2261|---------------------------------------------------------------------|
 MA2261| PID    Reference Object                     Distance      Geod. Az  |
 MA2261|                                                           dddmmss.s |
 MA2261| CK6531 ANTENNA RM 1                         19.038 METERS 07217     |
 MA2261| MA2260 CLEARFIELD RAD KGA 307 N ANT          7.947 METERS 16625     |
 MA2261| CK6533 ANTENNA RM 3                         93.159 METERS 18303     |
 MA2261| CK6532 ANTENNA RM 2                         17.059 METERS 20713     |
 MA2261| MA0550 ELLIOTT                             APPROX. 2.6 KM 3144334.0 |
 MA2261|---------------------------------------------------------------------|
 MA2261
 MA2261                          SUPERSEDED SURVEY CONTROL
 MA2261
 MA2261  NAD 83(1986)-  41 05 09.16941(N)    078 30 17.05094(W) AD(       ) 2
 MA2261  NAD 27      -  41 05 08.96240(N)    078 30 17.96910(W) AD(       ) 2
 MA2261  NGVD 29 (07/19/86)  681.2    (m)         2235.     (f) VERT ANG       
 MA2261
 MA2261.Superseded values are not recommended for survey control.
 MA2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2261.See file dsdata.txt to determine how the superseded data were derived.
 MA2261
 MA2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF0959251291(NAD 83)
 MA2261_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2261
 MA2261  HISTORY     - Date     Condition        Report By
 MA2261  HISTORY     - 1959     MONUMENTED       CGS
 MA2261
 MA2261                          STATION DESCRIPTION
 MA2261
 MA2261'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 MA2261'THE STATION IS LOCATED ON PENNSYLVANIA STATE FOREST PROPERTY, ON THE
 MA2261'SOUTH POINT OF A TIMBERED RIDGE THAT EXTENDS SOUTH INTO UPPER
 MA2261'MOOSE CREEK VALLEY AND IS NEAR THE CLEARFIELD, RADIO STATION KGA307,
 MA2261'NORTH ANTENNA, WHICH IS OPERATED BY THE STATE POLICE.  IT
 MA2261'IS ABOUT 4.5 MILES NORTHWEST OF CLEARFIELD AND 0.4 MILE EAST OF STATE
 MA2261'HIGHWAY 153.
 MA2261'
 MA2261'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 322 AND STATE HIGHWAY 153
 MA2261'IN THE NORTH SECTION OF CLEARFIELD, GO WEST AND NORTH ON
 MA2261'STATE HIGHWAY 153 FOR 2.1 MILES TO THE JUNCTION OF STATE HIGHWAY 410.
 MA2261'CONTINUE NORTH ON STATE HIGHWAY 153 FOR 3.82 MILES TO A
 MA2261'TRACK ROAD ON THE RIGHT, EAST, SIDE OF THE HIGHWAY.  TURN RIGHT AND
 MA2261'GO NORTHEAST UPHILL ON A BLADED ROAD ALONG THE TOP
 MA2261'OF THE EAST BANK OF THE HIGHWAY FOR 0.24 MILE TO A FORK.  TAKE
 MA2261'THE RIGHT HAND FORK AND GO EAST-SOUTHEAST OF A WOODS ROAD FOR 0.5
 MA2261'MILE TO A SMALL CLEARING, THE TOP OF THE RIDGE, A RADIO
 MA2261'ANTENNA AND THE STATION IN THE EAST EDGE OF THE CLEARING.
 MA2261'
 MA2261'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF SQUARE CONCRETE
 MA2261'MONUMENTS WHICH PROJECT ABOUT 3 INCHES ABOVE THE SURFACE
 MA2261'OF THE GROUND.
 MA2261'
 MA2261'THE STATION MARK IS STAMPED ANTENNA 1959.  IT IS 26 FEET NORTH OF A
 MA2261'POLE AND RADIO ANTENNA, 18.6 FEET SOUTHEAST OF A
 MA2261'10-INCH TRIANGULAR BLAZED MAPLE TREE AND 2.3 FEET EAST OF A STANDARD
 MA2261'METAL WITNESS POST AND MARKER.
 MA2261'
 MA2261'REFERENCE MARK 1 IS STAMPED ANTENNA NO 1 1959.  IT IS 64.4 FEET EAST
 MA2261'OF A STANDARD METAL WITNESS POST AND MARKER.
 MA2261'
 MA2261'REFERENCE MARK 2 IS STAMPED ANTENNA NO 2 1959.  IT IS 55.7 FEET
 MA2261'SOUTHWEST OF A STANDARD METAL WITNESS POST AND MARKER,
 MA2261'41 FEET SOUTHWEST OF THE ANTENNA POLE AND 21 FEET WEST OF THE CENTER
 MA2261'OF A TRACK ROAD.
 MA2261'
 MA2261'REFERENCE MARK 3 IS STAMPED ANTENNA NO 3 1959.  IT IS 43 FEET SOUTH
 MA2261'OF POWERLINE POLE NO. 1129-C AND 2.4 FEET NORTH OF A
 MA2261'STANDARD METAL WITNESS POST AND MARKER.
 MA2261'
 MA2261'THE CLEARFIELD, RADIO STATION KGA307, NORTH ANTENNA, IS A WHIP TYPE
 MA2261'10 FOOT ANTENNA MOUNTED ON TOP OF A 8-INCH POLE
 MA2261'APPROXIMATELY 50 FEET IN HEIGHT.  A TRAVERSE CONNECTION WAS MADE TO
 MA2261'TRIANGULATION STATION ANTENNA, DISTANCE BEING 26.05 FEET
 MA2261'AND 7.940 METERS AND IT IS 18 FEET EAST OF THE CENTER OF A TRACK
 MA2261'ROAD.  THE RADIO STATION IS OPERATED BY THE PENNSYLVANIA
 MA2261'STATE POLICE.
 MA2261'
 MA2261'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3309 ***********************************************************************
 JV3309  DESIGNATION -  ANTRIM
 JV3309  PID         -  JV3309
 JV3309  STATE/COUNTY-  PA/FRANKLIN
 JV3309  USGS QUAD   -  GREENCASTLE (1990)
 JV3309
 JV3309                         *CURRENT SURVEY CONTROL
 JV3309  ___________________________________________________________________
 JV3309* NAD 83(1992)-  39 48 16.98972(N)    077 42 03.06648(W)     ADJUSTED  
 JV3309* NAVD 88     -       211.635  (meters)     694.34   (feet)  ADJUSTED  
 JV3309  ___________________________________________________________________
 JV3309  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 JV3309  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 JV3309  DYNAMIC HT  -         211.513 (meters)     693.94  (feet)  COMP
 JV3309  MODELED GRAV-     980,044.5   (mgal)                       NAVD 88
 JV3309
 JV3309  HORZ ORDER  -  SECOND
 JV3309  VERT ORDER  -  FIRST     CLASS II
 JV3309
 JV3309.The horizontal coordinates were established by classical geodetic methods
 JV3309.and adjusted by the National Geodetic Survey in June 2002..
 JV3309
 JV3309.The orthometric height was determined by differential leveling
 JV3309.and adjusted by the National Geodetic Survey in June 1991..
 JV3309
 JV3309.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV3309
 JV3309.The geoid height was determined by GEOID03.
 JV3309
 JV3309.The dynamic height is computed by dividing the NAVD 88
 JV3309.geopotential number by the normal gravity value computed on the
 JV3309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3309.degrees latitude (g = 980.6199 gals.).
 JV3309
 JV3309.The modeled gravity was interpolated from observed gravity values.
 JV3309
 JV3309;                    North         East     Units Scale Factor Converg.
 JV3309;SPC PA S     -    52,341.619   604,208.980   MT  1.00002260   +0 01 54.8
 JV3309;SPC PA S     -   171,724.13  1,982,308.96   sFT  1.00002260   +0 01 54.8
 JV3309;UTM  18      - 4,409,573.446   268,785.094   MT  1.00025821   -1 43 47.2
 JV3309
 JV3309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV3309!SPC PA S     -   0.99997218  x   1.00002260  =   0.99999478
 JV3309!UTM  18      -   0.99997218  x   1.00025821  =   1.00023038
 JV3309
 JV3309|---------------------------------------------------------------------|
 JV3309| PID    Reference Object                     Distance      Geod. Az  |
 JV3309|                                                           dddmmss.s |
 JV3309| JV3308 ANTRIM RM 1                           6.283 METERS 01552     |
 JV3309| JV3310 ANTRIM RM 2                           6.717 METERS 18711     |
 JV3309| JV4673 GREENCASTLE EVAN LUTH CH SPIRE      APPROX. 2.6 KM 2344249.2 |
 JV3309|---------------------------------------------------------------------|
 JV3309
 JV3309                          SUPERSEDED SURVEY CONTROL
 JV3309
 JV3309  NAD 83(1995)-  39 48 16.98903(N)    077 42 03.06658(W) AD(       ) 2
 JV3309  NAD 83(1991)-  39 48 16.99067(N)    077 42 03.07004(W) AD(       ) 2
 JV3309  NAD 83(1986)-  39 48 16.98965(N)    077 42 03.07826(W) AD(       ) 2
 JV3309  NAD 27      -  39 48 16.65420(N)    077 42 04.10640(W) AD(       ) 2
 JV3309  NGVD 29 (??/??/??)  211.827  (m)          694.97   (f) ADJUSTED    1 2
 JV3309
 JV3309.Superseded values are not recommended for survey control.
 JV3309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3309.See file dsdata.txt to determine how the superseded data were derived.
 JV3309
 JV3309_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK6878509573(NAD 83)
 JV3309_MARKER: DS = TRIANGULATION STATION DISK
 JV3309_SETTING: 80 = SET IN A BOULDER
 JV3309_SP_SET: BOULDER
 JV3309_STAMPING: ANTRIM 1960
 JV3309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3309+STABILITY: SURFACE MOTION
 JV3309
 JV3309  HISTORY     - Date     Condition        Report By
 JV3309  HISTORY     - 1960     MONUMENTED       CGS
 JV3309  HISTORY     - 1960     GOOD             CGS
 JV3309  HISTORY     - 1965     GOOD             USN
 JV3309  HISTORY     - 1979     GOOD             NGS
 JV3309  HISTORY     - 1980     GOOD             PADT
 JV3309
 JV3309                          STATION DESCRIPTION
 JV3309
 JV3309'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 JV3309'THE STATION IS LOCATED ON A LOW, NORTH AND SOUTH RIDGE IN A
 JV3309'CULTIVATED FIELD, ON PROPERTY OWNED BY MR. CHARLES MYERS, ABOUT
 JV3309'8.0 MILES SOUTH OF CHAMBERSBURG, 3.0 MILES NORTH OF GREENCASTLE AND
 JV3309'ABOUT 3.0 MILES SOUTHEAST OF MARION, PENNSYLVANIA.
 JV3309'
 JV3309'TO REACH THE STATION FROM THE POST OFFICE IN MARION, GO WEST ON A
 JV3309'PAVED STREET FOR 0.08 MILE TO THE INTERSECTION OF U.S. HIGHWAY 11.
 JV3309'TURN LEFT AND GO SOUTH ON U.S. HIGHWAY 11 FOR 1.8 MILES TO A
 JV3309'CROSSROAD, THE JUNCTION OF COUNTY HIGHWAY 28032 AND U.S. HIGHWAY
 JV3309'11.  TURN LEFT AND GO EAST ON COUNTY HIGHWAY 28032 FOR 0.76 MILE TO A
 JV3309'CROSSROAD AND THE BROWNS MILL CONSOLIDATED SCHOOL ON THE LEFT,
 JV3309'CONTINUE EAST ON COUNTY HIGHWAY 28032 FOR 0.17 MILE TO A FORK, THE
 JV3309'JUNCTION OF COUNTY HIGHWAY 28041 AND COUNTY HIGHWAY 28032 AND
 JV3309'SIGN GREENCASTLE 3 MILE. TAKE THE RIGHT FORK AND GO SOUTH AS PER SIGN
 JV3309'GREENCASTLE 3 MILE ON COUNTY HIGHWAY 28041 FOR 0.21 MILE TO A FORK
 JV3309'AND SIGN SHUMAN RD. GREENCASTLE RD..  TAKE THE RIGHT FORK AS PER
 JV3309'SIGN GREENCASTLE RD AND GO SOUTH-SOUTHEAST ON A BLACKTOP ROAD FOR
 JV3309'0.59 MILE TO THE INTERSECTION OF THE GREENCASTLE ROAD AND THE
 JV3309'ANTRIM CHURCH ROAD.  TURN LEFT AND GO EAST ON THE ANTRIM CHURCH ROAD
 JV3309'FOR 1.03 MILE TO THE JUNCTION OF THE MARTIN ROAD AND THE ANTRIM
 JV3309'CHURCH ROAD, CONTINUE EAST ON THE ANTRIM CHURCH ROAD FOR 0.06 MILE TO
 JV3309'THE ANTRIM CHURCH ON THE LEFT, NORTHEAST, SIDE OF THE ROAD AND
 JV3309'THE STATION ON THE SOUTHWEST SIDE OF THE ROAD, AS DESCRIBED.
 JV3309'
 JV3309'THE STATION MARK, A STANDARD USC AND GS BRONZE DISK STAMPED ANTRIM
 JV3309'1960, IS CEMENTED IN A DRILL HOLE IN THE TOP OF A 1 X 3 FOOT
 JV3309'BOULDER PROJECTING ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 JV3309'IT IS 239.0 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 JV3309'ANTRIM CHURCH BUILDING, 203.0 FEET WEST-SOUTHWEST OF THE CENTER OF
 JV3309'THE ANTRIM CHURCH ROAD AND IS ON THE HIGHEST POINT OF THE RIDGE.
 JV3309'
 JV3309'REFERENCE MARK 1, A STANDARD USC AND GS BRONZE DISK STAMPED ANTRIM NO
 JV3309'1 1960, IS CEMENTED IN A DRILL HOLE IN THE TOP OF A 1 X 3 FOOT
 JV3309'BOULDER WHICH PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE
 JV3309'GROUND.  IT IS 239.0 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 JV3309'THE ANTRIM CHURCH BUILDING, 203.0 FEET WEST-SOUTHWEST OF THE CENTER
 JV3309'OF THE ANTRIM CHURCH ROAD AND IS ABOUT THE SAME ELEVATION AS THE
 JV3309'STATION.
 JV3309'
 JV3309'REFERENCE MARK 2, A STANDARD USC AND GS BRONZE DISK STAMPED ANTRIM NO
 JV3309'2 1960, IS CEMENTED IN A DRILL HOLE IN THE TOP OF A 1 X 3 FOOT
 JV3309'BOULDER WHICH PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE
 JV3309'GROUND.  IT IS 249.0 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 JV3309'THE ANTRIM CHURCH BUILDING, 213.0 FEET WEST-SOUTHWEST OF THE CENTER
 JV3309'OF THE ANTRIM CHURCH ROAD AND IS ABOUT THE SAME ELEVATION AS THE
 JV3309'STATION.
 JV3309'
 JV3309'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  TRIANGULATION
 JV3309'STATION GREEN MAY BE USED AS AN AZIMUTH MARK.
 JV3309'
 JV3309'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JV3309
 JV3309                          STATION RECOVERY (1960)
 JV3309
 JV3309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JV3309'3.9 MI NE FROM GREENCASTLE.
 JV3309'ABOUT 0.5 MILE SOUTHEAST ALONG ANTRIM CHURCH ROAD FROM THE
 JV3309'JUNCTION OF ANTRIM CHURCH ROAD AND BROWN MILLS ROAD.  (ABOUT
 JV3309'2.5 MILES NORTH EAST OF GREENCASTLE, THENCE NORTH ON ANTRIM
 JV3309'CHURCH ROAD FOR 0.9 MILE.  IT IS SET IN THE TOP OF A 1 X 3
 JV3309'FOOT BOULDER WHICH PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE
 JV3309'OF THE GROUND, 239.0 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 JV3309'OF THE ANTRIM CHURCH BUILDING, 203.0 FEET WEST-SOUTHWEST OF
 JV3309'THE CENTER OF THE ANTRIM CHURCH ROAD AND IS ON THE HIGHEST
 JV3309'POINT OF HILL.
 JV3309
 JV3309                          STATION RECOVERY (1965)
 JV3309
 JV3309'RECOVERY NOTE BY US NAVY 1965
 JV3309'STATION WAS RECOVERED.
 JV3309
 JV3309                          STATION RECOVERY (1979)
 JV3309
 JV3309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV3309'RECOVERED IN GOOD CONDITION.
 JV3309
 JV3309                          STATION RECOVERY (1980)
 JV3309
 JV3309'RECOVERY NOTE BY PA DEPT OF TRANSP 1980 (JE)
 JV3309'ANTRIM 1960 RECOVERED GOOD.
 JV3309'
 JV3309'ANTRIM NO 2 1960 RECOVERED GOOD.
 JV3309'
 JV3309'DID NOT SEARCH FOR RM NO. 1 - ANTRIUM CHURCH RD NOW ZARGER RD.
 JV3309'
 JV3309'DISTANCE AND DIRECTION FROM NEAREST TOWN--GREENCASTLE - 3 MILES
 JV3309'NORTH OF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3308 ***********************************************************************
 JV3308  DESIGNATION -  ANTRIM RM 1
 JV3308  PID         -  JV3308
 JV3308  STATE/COUNTY-  PA/FRANKLIN
 JV3308  USGS QUAD   -  GREENCASTLE (1990)
 JV3308
 JV3308                         *CURRENT SURVEY CONTROL
 JV3308  ___________________________________________________________________
 JV3308* NAD 83(1986)-  39 48 16.     (N)    077 42 03.     (W)     SCALED    
 JV3308* NAVD 88     -       211.532  (meters)     694.00   (feet)  ADJUSTED  
 JV3308  ___________________________________________________________________
 JV3308  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 JV3308  DYNAMIC HT  -         211.410 (meters)     693.60  (feet)  COMP
 JV3308  MODELED GRAV-     980,044.5   (mgal)                       NAVD 88
 JV3308
 JV3308  VERT ORDER  -  SECOND    CLASS 0
 JV3308
 JV3308.The horizontal coordinates were scaled from a topographic map and have
 JV3308.an estimated accuracy of +/- 6 seconds.
 JV3308
 JV3308.The orthometric height was determined by differential leveling
 JV3308.and adjusted by the National Geodetic Survey in June 1991..
 JV3308
 JV3308.The geoid height was determined by GEOID03.
 JV3308
 JV3308.The dynamic height is computed by dividing the NAVD 88
 JV3308.geopotential number by the normal gravity value computed on the
 JV3308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3308.degrees latitude (g = 980.6199 gals.).
 JV3308
 JV3308.The modeled gravity was interpolated from observed gravity values.
 JV3308
 JV3308;                    North         East    Units  Estimated Accuracy
 JV3308;SPC PA S     -    52,310.      604,210.      MT  (+/- 180 meters Scaled)
 JV3308
 JV3308                          SUPERSEDED SURVEY CONTROL
 JV3308
 JV3308  NGVD 29 (??/??/??)  211.724  (m)          694.63   (f) ADJUSTED    2 0
 JV3308
 JV3308.Superseded values are not recommended for survey control.
 JV3308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3308.See file dsdata.txt to determine how the superseded data were derived.
 JV3308
 JV3308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK687095(NAD 83)
 JV3308_MARKER: DR = REFERENCE MARK DISK
 JV3308_SETTING: 80 = SET IN A BOULDER
 JV3308_SP_SET: BOULDER
 JV3308_STAMPING: ANTRIM NO 1 1960
 JV3308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3308+STABILITY: SURFACE MOTION
 JV3308
 JV3308  HISTORY     - Date     Condition        Report By
 JV3308  HISTORY     - 1960     MONUMENTED       CGS
 JV3308  HISTORY     - 1979     MARK NOT FOUND   NGS
 JV3308
 JV3308                          STATION DESCRIPTION
 JV3308
 JV3308'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JV3308'3.9 MI NE FROM GREENCASTLE.
 JV3308'ABOUT 0.5 MILE SOUTHEAST ALONG ANTRIM CHURCH ROAD FROM THE
 JV3308'JUNCTION OF ANTRIM CHURCH ROAD AND BROWN MILLS ROAD.  (ABOUT 2.5
 JV3308'MILES NORTHEAST OF GREENCASTLE, THENCE NORTH ON ANTRIM CHURCH ROAD FOR
 JV3308'0.9 MILE.  IT IS SET IN THE TOP OF A 1 X 3 FOOT BOULDER WHICH
 JV3308'PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND, 239.0
 JV3308'FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE ANTRIM CHURCH
 JV3308'BUILDING, 203.0 FEET WEST-SOUTHWEST OF THE CENTER OF ANTRIM CHURCH
 JV3308'ROAD AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 JV3308
 JV3308                          STATION RECOVERY (1979)
 JV3308
 JV3308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV3308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3310 ***********************************************************************
 JV3310  DESIGNATION -  ANTRIM RM 2
 JV3310  PID         -  JV3310
 JV3310  STATE/COUNTY-  PA/FRANKLIN
 JV3310  USGS QUAD   -  GREENCASTLE (1990)
 JV3310
 JV3310                         *CURRENT SURVEY CONTROL
 JV3310  ___________________________________________________________________
 JV3310* NAD 83(1986)-  39 48 17.     (N)    077 42 04.     (W)     SCALED    
 JV3310* NAVD 88     -       211.499  (meters)     693.89   (feet)  ADJUSTED  
 JV3310  ___________________________________________________________________
 JV3310  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 JV3310  DYNAMIC HT  -         211.377 (meters)     693.49  (feet)  COMP
 JV3310  MODELED GRAV-     980,044.5   (mgal)                       NAVD 88
 JV3310
 JV3310  VERT ORDER  -  FIRST     CLASS II
 JV3310
 JV3310.The horizontal coordinates were scaled from a topographic map and have
 JV3310.an estimated accuracy of +/- 6 seconds.
 JV3310
 JV3310.The orthometric height was determined by differential leveling
 JV3310.and adjusted by the National Geodetic Survey in June 1991..
 JV3310
 JV3310.The geoid height was determined by GEOID03.
 JV3310
 JV3310.The dynamic height is computed by dividing the NAVD 88
 JV3310.geopotential number by the normal gravity value computed on the
 JV3310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3310.degrees latitude (g = 980.6199 gals.).
 JV3310
 JV3310.The modeled gravity was interpolated from observed gravity values.
 JV3310
 JV3310;                    North         East    Units  Estimated Accuracy
 JV3310;SPC PA S     -    52,340.      604,190.      MT  (+/- 180 meters Scaled)
 JV3310
 JV3310                          SUPERSEDED SURVEY CONTROL
 JV3310
 JV3310  NGVD 29 (??/??/??)  211.691  (m)          694.52   (f) ADJUSTED    1 2
 JV3310
 JV3310.Superseded values are not recommended for survey control.
 JV3310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3310.See file dsdata.txt to determine how the superseded data were derived.
 JV3310
 JV3310_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK687095(NAD 83)
 JV3310_MARKER: DR = REFERENCE MARK DISK
 JV3310_SETTING: 80 = SET IN A BOULDER
 JV3310_SP_SET: BOULDER
 JV3310_STAMPING: ANTRIM NO 2 1960
 JV3310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3310+STABILITY: SURFACE MOTION
 JV3310
 JV3310  HISTORY     - Date     Condition        Report By
 JV3310  HISTORY     - 1960     MONUMENTED       CGS
 JV3310  HISTORY     - 1979     GOOD             NGS
 JV3310
 JV3310                          STATION DESCRIPTION
 JV3310
 JV3310'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JV3310'3.9 MI NE FROM GREENCASTLE.
 JV3310'ABOUT 0.5 MILE SOUTHEAST ALONG ANTRIM CHURCH ROAD FROM THE
 JV3310'JUNCTION OF ANTRIM CHURCH ROAD AND BROWN MILLS ROAD.  (ABOUT
 JV3310'2.5 MILES NORTHEAST OF GREENCASTLE, THENCE NORTH ON ANTRIM
 JV3310'CHURCH ROAD FOR 0.9 MILE.  IT IS SET IN THE TOP OF A 1 X 3 FOOT
 JV3310'BOULDER WHICH PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE
 JV3310'GROUND, 249.0 FEET WEST-SOUTHWEST OF SOUTHWEST CORNER OF THE
 JV3310'ANTRIM CHURCH BUILDING, 213.0 FEET WEST-SOUTHWEST OF THE
 JV3310'CENTER OF ANTRIM CHURCH ROAD AND IS ABOUT THE SAME ELEVATION
 JV3310'AS THE STATION.
 JV3310
 JV3310                          STATION RECOVERY (1979)
 JV3310
 JV3310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV3310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA5435 ***********************************************************************
 AA5435  CBN         -  This is a Cooperative Base Network Control Station.
 AA5435  PACS        -  This is a Primary Airport Control Station.
 AA5435  DESIGNATION -  AOO AP 1964 STA B
 AA5435  PID         -  AA5435
 AA5435  STATE/COUNTY-  PA/BLAIR
 AA5435  USGS QUAD   -  MARTINSBURG (1977)
 AA5435
 AA5435                         *CURRENT SURVEY CONTROL
 AA5435  ___________________________________________________________________
 AA5435* NAD 83(1992)-  40 17 19.44778(N)    078 19 24.91437(W)     ADJUSTED  
 AA5435* NAVD 88     -       458.00   (meters)    1502.6    (feet)  GPS OBS   
 AA5435  ___________________________________________________________________
 AA5435  X           -     986,088.844 (meters)                     COMP
 AA5435  Y           -  -4,771,534.253 (meters)                     COMP
 AA5435  Z           -   4,102,768.041 (meters)                     COMP
 AA5435  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 AA5435  ELLIP HEIGHT-         424.93  (meters)          (03/28/01) GPS OBS
 AA5435  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 AA5435
 AA5435  HORZ ORDER  -  B
 AA5435  ELLP ORDER  -  THIRD     CLASS II
 AA5435
 AA5435.This mark is at Altoona Airport (AOO)
 AA5435
 AA5435.The horizontal coordinates were established by GPS observations
 AA5435.and adjusted by the National Geodetic Survey in May 1995..
 AA5435
 AA5435.The orthometric height was determined by GPS observations and a
 AA5435.high-resolution geoid model.
 AA5435
 AA5435.GPS derived orthometric heights for airport stations designated as
 AA5435.PACS or SACS are published to 2 decimal places.  This maintains
 AA5435.centimeter relative accuracy between the PACS and SACS.  It does
 AA5435.not indicate centimeter accuracy relative to other marks which are
 AA5435.part of the NAVD 88 network.
 AA5435
 AA5435.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5435
 AA5435.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5435
 AA5435.The ellipsoidal height was determined by GPS observations
 AA5435.and is referenced to NAD 83.
 AA5435
 AA5435.The geoid height was determined by GEOID03.
 AA5435
 AA5435;                    North         East     Units Scale Factor Converg.
 AA5435;SPC PA S     -   106,241.134   551,228.216   MT  0.99996348   -0 22 19.7
 AA5435;SPC PA S     -   348,559.45  1,808,487.91   sFT  0.99996348   -0 22 19.7
 AA5435;UTM  17      - 4,463,242.224   727,506.343   MT  1.00023719   +1 43 53.1
 AA5435
 AA5435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5435!SPC PA S     -   0.99993334  x   0.99996348  =   0.99989683
 AA5435!UTM  17      -   0.99993334  x   1.00023719  =   1.00017052
 AA5435
 AA5435:                Primary Azimuth Mark                     Grid Az
 AA5435:SPC PA S     -  AOO ARP 1959                             021 28 28.7
 AA5435:UTM  17      -  AOO ARP 1959                             019 22 15.9
 AA5435
 AA5435|---------------------------------------------------------------------|
 AA5435| PID    Reference Object                     Distance      Geod. Az  |
 AA5435|                                                           dddmmss.s |
 AA5435| AA5434 AOO ARP 1959                        APPROX. 1.0 KM 0210609.0 |
 AA5435|---------------------------------------------------------------------|
 AA5435
 AA5435                          SUPERSEDED SURVEY CONTROL
 AA5435
 AA5435  ELLIP H (05/23/95)  424.90   (m)                       GP(       ) 3 1
 AA5435  NGVD 29 (05/23/95)  458.14   (m)         1503.1    (f) LEVELING    3  
 AA5435
 AA5435.Superseded values are not recommended for survey control.
 AA5435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5435.See file dsdata.txt to determine how the superseded data were derived.
 AA5435
 AA5435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE2750663242(NAD 83)
 AA5435_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA5435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5435_STAMPING: AP 1964 STA B
 AA5435_MARK LOGO: CGS   
 AA5435_PROJECTION: FLUSH
 AA5435_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5435+STABILITY: SURFACE MOTION
 AA5435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5435+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2005
 AA5435
 AA5435  HISTORY     - Date     Condition        Report By
 AA5435  HISTORY     - 1964     MONUMENTED       CGS
 AA5435  HISTORY     - 19910514 GOOD             NGS
 AA5435  HISTORY     - 20000411 GOOD             EAD
 AA5435  HISTORY     - 20011114 GOOD             NGS
 AA5435  HISTORY     - 20011114 GOOD             NGS
 AA5435  HISTORY     - 20050913 GOOD             NGS
 AA5435
 AA5435                          STATION DESCRIPTION
 AA5435
 AA5435'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (EJP)
 AA5435'STATION IS LOCATED ON THE ALTOONA BLAIR COUNTY AIRPORT WHICH IS ABOUT
 AA5435'13 MI (20.9 KM) SOUTH OF THE CITY OF ALTOONA, PA, BETWEEN THE TOWNS OF
 AA5435'MARTINSBURG, PA AND CURRYVILLE, PA ALONG STATE HIGHWAY 866. ACCESS TO
 AA5435'THE AIRPORT IS CONTROLLED AND SHOULD BE ARRANGED THROUGH THE AIRPORT
 AA5435'MANAGERS OFFICE AT 814-793-3872.
 AA5435' 
 AA5435'TO REACH FROM THE TERMINAL BUILDING DRIVE EAST ON THE RAMP TO THE
 AA5435'TAXIWAY RUNNING PARALLEL WITH RUNWAY 2/20.  DRIVE SOUTHWEST TO RUNWAY
 AA5435'END 2 AND THE STATION IN THE GRASS JUST SOUTH OF THE CONNECTOR TAXIWAY
 AA5435'AND WEST OF THE RUNWAY END.
 AA5435' 
 AA5435'IT IS 125.0 FT (38.1 M) W OF THE RUNWAY CENTERLINE, 64.2 FT (19.6 M) W
 AA5435'OF THE W THRESHOLD LIGHT AND 29.6 FT (9.0 M) S OF THE S EDGE OF THE
 AA5435'TAXIWAY.
 AA5435
 AA5435                          STATION RECOVERY (1991)
 AA5435
 AA5435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AA5435'STATION IS LOCATED ON THE BLAIR COUNTY AIRPORT NEAR END RWY 02.  IT IS
 AA5435'125.0 FT (38.1 M) WEST OF RWY CENTERLINE EXTENDED, 64.2 FT (19.6 M)
 AA5435'WEST OF WEST THRESHOLD LIGHT AND 29.6 FT (9.0 M) SOUTH OF THE SOUTH
 AA5435'EDGE OF THE TAXIWAY.  STATION IS A STANDARD TOPO DISK SET IN THE TOP
 AA5435'OF A CONCRETE POST FLUSH WITH THE GROUND AND STAMPED---AP 1964 STA
 AA5435'B---.
 AA5435
 AA5435                          STATION RECOVERY (2000)
 AA5435
 AA5435'RECOVERY NOTE BY EADS GROUP 2000 (GS)
 AA5435'RECOVERED IN GOOD CONDITION.
 AA5435
 AA5435                          STATION RECOVERY (2001)
 AA5435
 AA5435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AA5435'RECOVERED AS DESCRIBED.
 AA5435'
 AA5435
 AA5435                          STATION RECOVERY (2001)
 AA5435
 AA5435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AA5435'RECOVERED AS DESCRIBED.
 AA5435' 
 AA5435'
 AA5435
 AA5435                          STATION RECOVERY (2005)
 AA5435
 AA5435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DLA)
 AA5435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA5434 ***********************************************************************
 AA5434  SACS        -  This is a Secondary Airport Control Station.
 AA5434  DESIGNATION -  AOO ARP 1959
 AA5434  PID         -  AA5434
 AA5434  STATE/COUNTY-  PA/BLAIR
 AA5434  USGS QUAD   -  MARTINSBURG (1977)
 AA5434
 AA5434                         *CURRENT SURVEY CONTROL
 AA5434  ___________________________________________________________________
 AA5434* NAD 83(1992)-  40 17 50.97360(N)    078 19 09.02472(W)     ADJUSTED  
 AA5434* NAVD 88     -       450.04   (meters)    1476.5    (feet)  GPS OBS   
 AA5434  ___________________________________________________________________
 AA5434  X           -     986,327.869 (meters)                     COMP
 AA5434  Y           -  -4,770,836.493 (meters)                     COMP
 AA5434  Z           -   4,103,504.662 (meters)                     COMP
 AA5434  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 AA5434  ELLIP HEIGHT-         417.01  (meters)          (08/09/01) GPS OBS
 AA5434  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 AA5434
 AA5434  HORZ ORDER  -  FIRST
 AA5434  ELLP ORDER  -  FOURTH    CLASS II
 AA5434
 AA5434.This mark is at Altoona Airport (AOO)
 AA5434
 AA5434.The horizontal coordinates were established by GPS observations
 AA5434.and adjusted by the National Geodetic Survey in May 1995..
 AA5434
 AA5434.The orthometric height was determined by GPS observations and a
 AA5434.high-resolution geoid model.
 AA5434
 AA5434.GPS derived orthometric heights for airport stations designated as
 AA5434.PACS or SACS are published to 2 decimal places.  This maintains
 AA5434.centimeter relative accuracy between the PACS and SACS.  It does
 AA5434.not indicate centimeter accuracy relative to other marks which are
 AA5434.part of the NAVD 88 network.
 AA5434
 AA5434.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5434
 AA5434.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5434
 AA5434.The ellipsoidal height was determined by GPS observations
 AA5434.and is referenced to NAD 83.
 AA5434
 AA5434.The geoid height was determined by GEOID03.
 AA5434
 AA5434;                    North         East     Units Scale Factor Converg.
 AA5434;SPC PA S     -   107,211.048   551,609.780   MT  0.99996306   -0 22 09.4
 AA5434;SPC PA S     -   351,741.58  1,809,739.75   sFT  0.99996306   -0 22 09.4
 AA5434;UTM  17      - 4,464,225.762   727,852.141   MT  1.00023913   +1 44 04.5
 AA5434
 AA5434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5434!SPC PA S     -   0.99993459  x   0.99996306  =   0.99989765
 AA5434!UTM  17      -   0.99993459  x   1.00023913  =   1.00017370
 AA5434
 AA5434:                Primary Azimuth Mark                     Grid Az
 AA5434:SPC PA S     -  AOO AP 1964 STA B                        201 28 28.7
 AA5434:UTM  17      -  AOO AP 1964 STA B                        199 22 14.8
 AA5434
 AA5434|---------------------------------------------------------------------|
 AA5434| PID    Reference Object                     Distance      Geod. Az  |
 AA5434|                                                           dddmmss.s |
 AA5434| AA5435 AOO AP 1964 STA B                   APPROX. 1.0 KM 2010619.3 |
 AA5434|---------------------------------------------------------------------|
 AA5434
 AA5434                          SUPERSEDED SURVEY CONTROL
 AA5434
 AA5434  ELLIP H (05/23/95)  416.97   (m)                       GP(       ) 3 1
 AA5434  NGVD 29 (05/23/95)  450.21   (m)         1477.1    (f) LEVELING    3  
 AA5434
 AA5434.Superseded values are not recommended for survey control.
 AA5434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5434.See file dsdata.txt to determine how the superseded data were derived.
 AA5434
 AA5434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE2785264226(NAD 83)
 AA5434_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA5434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5434_STAMPING: ARP 1959
 AA5434_MARK LOGO: CGS   
 AA5434_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5434+STABILITY: SURFACE MOTION
 AA5434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5434+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2005
 AA5434
 AA5434  HISTORY     - Date     Condition        Report By
 AA5434  HISTORY     - 1953     MONUMENTED       CGS
 AA5434  HISTORY     - 19910514 GOOD             NGS
 AA5434  HISTORY     - 20011107 GOOD             NGS
 AA5434  HISTORY     - 20050913 GOOD             NGS
 AA5434
 AA5434                          STATION DESCRIPTION
 AA5434
 AA5434'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WTJ)
 AA5434'STATION IS LOCATED ON THE ALTOONA BLAIR COUNTY AIRPORT WHICH IS ABOUT
 AA5434'13 MI (20.9 KM) SOUTH OF THE CITY OF ALTOONA, PA, BETWEEN THE TOWNS OF
 AA5434'MARTINSBURG, PA AND CURRYVILLE, PA ALONG STATE HIGHWAY 866. ACCESS TO
 AA5434'THE AIRPORT IS CONTROLLED AND SHOULD BE ARRANGED THROUGH THE AIRPORT
 AA5434'MANAGERS OFFICE AT 814-793-3872.
 AA5434' 
 AA5434'TO REACH FROM THE TERMINAL BUILDING DRIVE NORTHEAST ALONG THE RAMP TO
 AA5434'A TAXIWAY LEADING TO THE INTERSECTION OF RUNWAYS.  DRIVE ACROSS
 AA5434'INTERSECTION OF RUNWAYS TO THE STATION IN THE GRASS BETWEEN THE
 AA5434'INTERSECTION AND WINDSOCK.
 AA5434' 
 AA5434'IT IS 349.6 FT (106.6 M) SW OF THE WINDSOCK, 146.7 FT (44.7 M) N OF
 AA5434'THE N EDGE OF RUNWAY 12/30, AND 132.1 FT (40.3 M) E OF THE FIRST
 AA5434'RUNWAY LIGHT NORTH OF THE INTERSECTION OF RUNWAYS ALONGSIDE 2/20.
 AA5434
 AA5434                          STATION RECOVERY (1991)
 AA5434
 AA5434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AA5434'THE STATION IS 349.56 FT (106.55 M) SOUTHWEST OF THE WINDSOCK, 146.69
 AA5434'FT (44.71 M) NORTH OF THE NORTH EDGE OF RUNWAY 12/30, 132.08 FT (40.26
 AA5434'M) EAST OF A RUNWAY LIGHT NO 54, AND 253.15 FT (77.16 M) EAST OF
 AA5434'RUNWAY INTERSECTION 12/30 AND 2/20.  THE STATION IS A STANDARD TOPO
 AA5434'DISK SET IN A CONCRETE POST 0.1 FT (0.0 M) BELOW THE SURFACE OF THE
 AA5434'GROUND STAMPED---ARP 1953--.  NOTE, 1959 GEODESY POSITION (ADJUSTED)
 AA5434'QUAD NO 400782 PAGE 1004.
 AA5434
 AA5434                          STATION RECOVERY (2001)
 AA5434
 AA5434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AA5434'RECOVERED AS DESCRIBED.
 AA5434' 
 AA5434'
 AA5434
 AA5434                          STATION RECOVERY (2005)
 AA5434
 AA5434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DLA)
 AA5434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA5436 ***********************************************************************
 AA5436  SACS        -  This is a Secondary Airport Control Station.
 AA5436  DESIGNATION -  AOO C 1993
 AA5436  PID         -  AA5436
 AA5436  STATE/COUNTY-  PA/BLAIR
 AA5436  USGS QUAD   -  MARTINSBURG (1977)
 AA5436
 AA5436                         *CURRENT SURVEY CONTROL
 AA5436  ___________________________________________________________________
 AA5436* NAD 83(1992)-  40 18 10.98843(N)    078 19 07.13279(W)     ADJUSTED  
 AA5436* NAVD 88     -       445.12   (meters)    1460.4    (feet)  GPS OBS   
 AA5436  ___________________________________________________________________
 AA5436  X           -     986,290.017 (meters)                     COMP
 AA5436  Y           -  -4,770,432.711 (meters)                     COMP
 AA5436  Z           -   4,103,972.334 (meters)                     COMP
 AA5436  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 AA5436  ELLIP HEIGHT-         412.08  (meters)          (08/09/01) GPS OBS
 AA5436  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 AA5436
 AA5436  HORZ ORDER  -  FIRST
 AA5436  ELLP ORDER  -  FOURTH    CLASS II
 AA5436
 AA5436.This mark is at Altoona Airport (AOO)
 AA5436
 AA5436.The horizontal coordinates were established by GPS observations
 AA5436.and adjusted by the National Geodetic Survey in May 1995..
 AA5436
 AA5436.The orthometric height was determined by GPS observations and a
 AA5436.high-resolution geoid model.
 AA5436
 AA5436.GPS derived orthometric heights for airport stations designated as
 AA5436.PACS or SACS are published to 2 decimal places.  This maintains
 AA5436.centimeter relative accuracy between the PACS and SACS.  It does
 AA5436.not indicate centimeter accuracy relative to other marks which are
 AA5436.part of the NAVD 88 network.
 AA5436
 AA5436.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5436
 AA5436.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5436
 AA5436.The ellipsoidal height was determined by GPS observations
 AA5436.and is referenced to NAD 83.
 AA5436
 AA5436.The geoid height was determined by GEOID03.
 AA5436
 AA5436;                    North         East     Units Scale Factor Converg.
 AA5436;SPC PA S     -   107,828.073   551,658.434   MT  0.99996280   -0 22 08.2
 AA5436;SPC PA S     -   353,765.94  1,809,899.38   sFT  0.99996280   -0 22 08.2
 AA5436;UTM  17      - 4,464,844.328   727,878.117   MT  1.00023927   +1 44 06.5
 AA5436
 AA5436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5436!SPC PA S     -   0.99993536  x   0.99996280  =   0.99989816
 AA5436!UTM  17      -   0.99993536  x   1.00023927  =   1.00017461
 AA5436
 AA5436                          SUPERSEDED SURVEY CONTROL
 AA5436
 AA5436  ELLIP H (05/23/95)  412.05   (m)                       GP(       ) 3 1
 AA5436  NGVD 29 (05/23/95)  445.29   (m)         1460.9    (f) LEVELING    3  
 AA5436
 AA5436.Superseded values are not recommended for survey control.
 AA5436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5436.See file dsdata.txt to determine how the superseded data were derived.
 AA5436
 AA5436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE2787864844(NAD 83)
 AA5436_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA5436_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA5436_SP_SET: CULVERT
 AA5436_STAMPING: AOO C 1993
 AA5436_MARK LOGO: NOS   
 AA5436_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5436+STABILITY: SURFACE MOTION
 AA5436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5436+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2005
 AA5436
 AA5436  HISTORY     - Date     Condition        Report By
 AA5436  HISTORY     - 1993     MONUMENTED       NOS
 AA5436  HISTORY     - 20011107 GOOD             NGS
 AA5436  HISTORY     - 20050913 GOOD             NGS
 AA5436
 AA5436                          STATION DESCRIPTION
 AA5436
 AA5436'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (DMM)
 AA5436'STATION IS LOCATED ON THE ALTOONA BLAIR COUNTY AIRPORT WHICH IS ABOUT
 AA5436'13 MI (20.9 KM) SOUTH OF THE CITY OF ALTOONA, PA, BETWEEN THE TOWNS OF
 AA5436'MARTINSBURG, PA AND CURRYVILLE, PA ALONG STATE HIGHWAY 866. ACCESS TO
 AA5436'THE AIRPORT IS CONTROLLED AND SHOULD BE ARRANGED THROUGH THE AIRPORT
 AA5436'MANAGERS OFFICE AT 814-793-3872.
 AA5436' 
 AA5436'TO REACH FROM THE TERMINAL BUILDING DRIVE EAST ALONG THE RAMP TO THE
 AA5436'INTERSECTION OF RUNWAYS.  CROSS RUNWAY 12/30 THEN CONTINUE NORTHEAST
 AA5436'ON THE TAXIWAY RUNNING PARALLEL TO RUNWAY 2/20 TO THE STATION IN A
 AA5436'DRILL HOLE IN THE NORTHEAST CORNER OF A CONCRETE DRAIN JUST SOUTH OF
 AA5436'THE NORTH END OF THE TAXIWAY WHERE IT CONNECTS TO RUNWAY END 20.
 AA5436' 
 AA5436'IT IS 62.3 FT (19.0 M) SOUTH OF THE SOUTH EDGE OF THE CONNECTOR
 AA5436'TAXIWAY, 44.2 FT (13.5 M) EAST OF THE EAST EDGE OF THE PARALLEL
 AA5436'TAXIWAY AND 35.8 FT (10.9 M) SOUTHEAST OF THE SOUTH END OF A SIGN.
 AA5436
 AA5436                          STATION RECOVERY (2001)
 AA5436
 AA5436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AA5436'RECOVERED AS DESCRIBED.
 AA5436' 
 AA5436'
 AA5436
 AA5436                          STATION RECOVERY (2005)
 AA5436
 AA5436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DLA)
 AA5436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA5447 ***********************************************************************
 AA5447  SACS        -  This is a Secondary Airport Control Station.
 AA5447  DESIGNATION -  AP 1965 STA B2 HZL
 AA5447  PID         -  AA5447
 AA5447  STATE/COUNTY-  PA/LUZERNE
 AA5447  USGS QUAD   -  CONYNGHAM (1989)
 AA5447
 AA5447                         *CURRENT SURVEY CONTROL
 AA5447  ___________________________________________________________________
 AA5447* NAD 83(1992)-  40 59 15.43048(N)    076 00 14.25978(W)     ADJUSTED  
 AA5447* NAVD 88     -       485.64   (meters)    1593.3    (feet)  LEVELING  
 AA5447  ___________________________________________________________________
 AA5447  X           -   1,166,183.987 (meters)                     COMP
 AA5447  Y           -  -4,678,686.422 (meters)                     COMP
 AA5447  Z           -   4,161,682.605 (meters)                     COMP
 AA5447  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 AA5447  ELLIP HEIGHT-         453.04  (meters)          (08/09/01) GPS OBS
 AA5447  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 AA5447
 AA5447  HORZ ORDER  -  FIRST
 AA5447  VERT ORDER  -  THIRD ?
 AA5447  ELLP ORDER  -  FOURTH    CLASS II
 AA5447
 AA5447.This mark is at Hazelton Airport (HZL)
 AA5447
 AA5447.The horizontal coordinates were established by GPS observations
 AA5447.and adjusted by the National Geodetic Survey in May 1995..
 AA5447
 AA5447.The orthometric height was determined by differential leveling.
 AA5447.The vertical network tie was performed by a horz. field party for horz.
 AA5447.obs reductions. Reset procedures were used to establish the elevation.
 AA5447
 AA5447.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5447
 AA5447.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5447
 AA5447.The ellipsoidal height was determined by GPS observations
 AA5447.and is referenced to NAD 83.
 AA5447
 AA5447.The geoid height was determined by GEOID03.
 AA5447
 AA5447;                    North         East     Units Scale Factor Converg.
 AA5447;SPC PA N     -    92,650.864   746,918.610   MT  0.99998481   +1 09 18.3
 AA5447;SPC PA N     -   303,972.04  2,450,515.47   sFT  0.99998481   +1 09 18.3
 AA5447;UTM  18      - 4,537,868.039   415,548.929   MT  0.99968778   -0 39 30.7
 AA5447
 AA5447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5447!SPC PA N     -   0.99992894  x   0.99998481  =   0.99991375
 AA5447!UTM  18      -   0.99992894  x   0.99968778  =   0.99961674
 AA5447
 AA5447                          SUPERSEDED SURVEY CONTROL
 AA5447
 AA5447  ELLIP H (05/23/95)  453.00   (m)                       GP(       ) 3 1
 AA5447  NGVD 29 (05/23/95)  485.84   (m)         1594.0    (f) LEVELING    3  
 AA5447
 AA5447.Superseded values are not recommended for survey control.
 AA5447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5447.See file dsdata.txt to determine how the superseded data were derived.
 AA5447
 AA5447_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL1554937868(NAD 83)
 AA5447_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA5447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5447_STAMPING: AP 1965 STA B2
 AA5447_MARK LOGO: CGS   
 AA5447_PROJECTION: FLUSH
 AA5447_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5447+STABILITY: SURFACE MOTION
 AA5447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5447+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1998
 AA5447
 AA5447  HISTORY     - Date     Condition        Report By
 AA5447  HISTORY     - 1965     MONUMENTED       CGS
 AA5447  HISTORY     - 19930615 GOOD             NGS
 AA5447  HISTORY     - 19981006 GOOD             NGS
 AA5447
 AA5447                          STATION DESCRIPTION
 AA5447
 AA5447'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EJP)
 AA5447'STATION IS LOCATED ON THE HAZLETON MUNICIPAL AIRPORT WHICH IS 3 MI
 AA5447'(4.8 KM) NNW OF THE CITY OF HAZLETON, PA, 6 MI (9.7 KM) S OF
 AA5447'INTERSTATE 80 AND 2 MI (3.2 KM) E OF INTERSTATE 81.  ACCESS TO THE
 AA5447'FIELD SHOULD BE ARRANGED IN ADVANCE. AIRPORT PHONE NUMBER IS
 AA5447'717-459-4926.
 AA5447' 
 AA5447'TO REACH FROM THE SOUTH SIDE OF THE AIRPORT TERMINAL DRIVE WESTERLY ON
 AA5447'THE TAXIWAY RUNNING PARALLEL TO RUNWAY 10/28 FOR 0.3 MI (0.5 KM) TO
 AA5447'RUNWAY END 10.  STATION IS IN THE GRASS JUST NORTHWEST OF THE RUNWAY
 AA5447'END.
 AA5447' 
 AA5447'IT IS 102.0 FT (31.1 M) NW OF THE NW CORNER OF RUNWAY END 10, 60.4 FT
 AA5447'(18.4 M) NW OF A STROBE LIGHT JUST NW OF THE RUNWAY END AND 54.0 FT
 AA5447'(16.5 M) E OF THE W EDGE OF AND EMBANKMENT.
 AA5447
 AA5447                          STATION RECOVERY (1993)
 AA5447
 AA5447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AA5447'THIS STATION IS LOCATED IN THE WESTERN SECTION OF THE HAZLETON
 AA5447'AIRPORT, NEAR RUNWAY END 10.  IT IS 144 FT (43.9 M) SOUTHWEST OF THE
 AA5447'SOUTHWEST CORNER OF A CONCRETE CULVERT, 102 FT (31.1 M) NORTHWEST OF
 AA5447'THE NORTHWEST CORNER OF RUNWAY END 10, 54 FT (16.5 M) EAST OF THE WEST
 AA5447'EDGE OF AN EMBANKMENT, AND 60.4 FT (18.4 M) NORTHWEST OF THE NORTH
 AA5447'REIL.  THE STATION IS A STANDARD TOPOGRAPHIC DISC SET IN THE TOP OF A
 AA5447'12 INCH CONCRETE POST SET FLUSH WITH THE GROUND AND STAMPED---AP 1965
 AA5447'STA B2---.
 AA5447
 AA5447                          STATION RECOVERY (1998)
 AA5447
 AA5447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (JDR)
 AA5447'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA5889 ***********************************************************************
 AA5889  SACS        -  This is a Secondary Airport Control Station.
 AA5889  DESIGNATION -  AP 1969 STA A LBE
 AA5889  PID         -  AA5889
 AA5889  STATE/COUNTY-  PA/WESTMORELAND
 AA5889  USGS QUAD   -  LATROBE (1993)
 AA5889
 AA5889                         *CURRENT SURVEY CONTROL
 AA5889  ___________________________________________________________________
 AA5889* NAD 83(1992)-  40 16 54.45846(N)    079 23 57.50380(W)     ADJUSTED  
 AA5889* NAVD 88     -       345.80   (+/-2cm)    1134.5    (feet)  VERTCON   
 AA5889  ___________________________________________________________________
 AA5889  X           -     896,411.501 (meters)                     COMP
 AA5889  Y           -  -4,789,611.922 (meters)                     COMP
 AA5889  Z           -   4,102,107.706 (meters)                     COMP
 AA5889  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 AA5889  ELLIP HEIGHT-         313.08  (meters)          (08/09/01) GPS OBS
 AA5889  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 AA5889
 AA5889  HORZ ORDER  -  FIRST
 AA5889  VERT ORDER  -  THIRD ? (See Below)
 AA5889  ELLP ORDER  -  FOURTH    CLASS II
 AA5889
 AA5889.This mark is at Westmoreland County Airport (LBE)
 AA5889
 AA5889.The horizontal coordinates were established by GPS observations
 AA5889.and adjusted by the National Geodetic Survey in July 1995..
 AA5889
 AA5889.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA5889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA5889
 AA5889.GPS derived orthometric heights for airport stations designated as
 AA5889.PACS or SACS are published to 2 decimal places.  This maintains
 AA5889.centimeter relative accuracy between the PACS and SACS.  It does
 AA5889.not indicate centimeter accuracy relative to other marks which are
 AA5889.part of the NAVD 88 network.
 AA5889.The vertical order pertains to the NGVD 29 superseded value.
 AA5889
 AA5889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5889
 AA5889.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5889
 AA5889.The ellipsoidal height was determined by GPS observations
 AA5889.and is referenced to NAD 83.
 AA5889
 AA5889.The geoid height was determined by GEOID03.
 AA5889
 AA5889;                    North         East     Units Scale Factor Converg.
 AA5889;SPC PA S     -   106,621.657   459,753.227   MT  0.99996382   -1 04 12.2
 AA5889;SPC PA S     -   349,807.89  1,508,373.71   sFT  0.99996382   -1 04 12.2
 AA5889;UTM  17      - 4,460,263.480   636,074.335   MT  0.99982793   +1 02 06.3
 AA5889
 AA5889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5889!SPC PA S     -   0.99995089  x   0.99996382  =   0.99991471
 AA5889!UTM  17      -   0.99995089  x   0.99982793  =   0.99977883
 AA5889
 AA5889                          SUPERSEDED SURVEY CONTROL
 AA5889
 AA5889  ELLIP H (07/12/95)  313.04   (m)                       GP(       ) 3 2
 AA5889  NGVD 29 (07/12/95)  345.97   (m)         1135.1    (f) LEVELING    3  
 AA5889
 AA5889.Superseded values are not recommended for survey control.
 AA5889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5889.See file dsdata.txt to determine how the superseded data were derived.
 AA5889
 AA5889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE3607460263(NAD 83)
 AA5889_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA5889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5889_SP_SET: CONCRETE POST
 AA5889_STAMPING: AP 1969 STA A LBE
 AA5889_MARK LOGO: CGS   
 AA5889_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5889+STABILITY: SURFACE MOTION
 AA5889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5889+SATELLITE: SATELLITE OBSERVATIONS - 1969
 AA5889
 AA5889  HISTORY     - Date     Condition        Report By
 AA5889  HISTORY     - 1969     MONUMENTED       CGS
 AA5889  HISTORY     - 19930615 GOOD             NGS
 AA5889
 AA5889                          STATION DESCRIPTION
 AA5889
 AA5889'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMR)
 AA5889'STATION IS LOCATED ON THE WESTMORELAND COUNTY AIRPORT WHICH IS ABOUT 2
 AA5889'MI (3.2 KM) SOUTH OF THE CITY OF LATROBE, 2 MI (3.2 KM) NE OF THE TOWN
 AA5889'OF HOSTETTER AND 1 MI (1.6 KM) NORTH OF THE TOWN OF YOUNGSTOWN, PA.
 AA5889'ACCESS TO THE FIELD SHOULD BE ARRANGED THROUGH THE AIRPORT MANAGERS
 AA5889'OFFICE AT 412-539-8100. TO REACH STATION FROM THE NORTHSIDE OF THE
 AA5889'TERMINAL BUILDING PROCEED NORTHERLY ACROSS THE RAMP TO A TAXIWAY
 AA5889'RUNNING PARALLEL TO RUNWAY 5/23.  TURN ONTO TAXIWAY AND CONTINUE
 AA5889'EASTERLY FOR 0.7 MI (1.1 KM) TO RUNWAY END 23.  CROSS RUNWAY END TO
 AA5889'STATION IN GRASS ABOUT 80 FT (24.4 M) FROM THE RUNWAY CORNER. IT IS
 AA5889'177.3 FT (54.0 M) NE OF THE FIRST RUNWAY LIGHT FROM THE END OF THE
 AA5889'RUNWAY, 74.9 FT (22.8 M) NOTHWEST OF THE NORTHWEST CORNER OF THE
 AA5889'RUNWAY AND 68.4 FT (20.8 M) NORTHWEST OF THE NORTHERNMOST THRESHOLD
 AA5889'LIGHT.
 AA5889
 AA5889                          STATION RECOVERY (1993)
 AA5889
 AA5889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AA5889'LOCATED AT THE LATROBE AIRPORT, AT THE APPROACH TO RUNWAY END 23,
 AA5889'177.3 FT (54.0 M) NORTHEAST OF THE FIRST RUNWAY LIGHT ON THE NORTHWEST
 AA5889'SIDE OF THE RUNWAY, 124.90 FT (38.07 M) NORTHWEST OF THE CENTERLINE
 AA5889'END OF THE RUNWAY, 74.9 FT (22.8 M) NORTHWEST OF THE NORTHWEST CORNER
 AA5889'OF THE RUNWAY AND 68.4 FT (20.8 M) NORTHWEST OF THE MOST NORTHWESTERLY
 AA5889'THRESHOLD LIGHT.  A TOPOGRAPHIC STATION DISK STAMPED---AP 1969 STA A
 AA5889'LBE---, IN TOP OF A CONCRETE MONUMENT PROJECTING ABOUT 1 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA5890 ***********************************************************************
 AA5890  SACS        -  This is a Secondary Airport Control Station.
 AA5890  DESIGNATION -  AP 1969 STA B LBE
 AA5890  PID         -  AA5890
 AA5890  STATE/COUNTY-  PA/WESTMORELAND
 AA5890  USGS QUAD   -  LATROBE (1993)
 AA5890
 AA5890                         *CURRENT SURVEY CONTROL
 AA5890  ___________________________________________________________________
 AA5890* NAD 83(1992)-  40 16 16.54556(N)    079 24 48.36391(W)     ADJUSTED  
 AA5890* NAVD 88     -       353.04   (+/-2cm)    1158.3    (feet)  VERTCON   
 AA5890  ___________________________________________________________________
 AA5890  X           -     895,370.384 (meters)                     COMP
 AA5890  Y           -  -4,790,581.423 (meters)                     COMP
 AA5890  Z           -   4,101,220.186 (meters)                     COMP
 AA5890  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 AA5890  ELLIP HEIGHT-         320.35  (meters)          (08/09/01) GPS OBS
 AA5890  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 AA5890
 AA5890  HORZ ORDER  -  FIRST
 AA5890  VERT ORDER  -  THIRD ? (See Below)
 AA5890  ELLP ORDER  -  FOURTH    CLASS II
 AA5890
 AA5890.This mark is at Westmoreland County Airport (LBE)
 AA5890
 AA5890.The horizontal coordinates were established by GPS observations
 AA5890.and adjusted by the National Geodetic Survey in July 1995..
 AA5890
 AA5890.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA5890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA5890
 AA5890.GPS derived orthometric heights for airport stations designated as
 AA5890.PACS or SACS are published to 2 decimal places.  This maintains
 AA5890.centimeter relative accuracy between the PACS and SACS.  It does
 AA5890.not indicate centimeter accuracy relative to other marks which are
 AA5890.part of the NAVD 88 network.
 AA5890.The vertical order pertains to the NGVD 29 superseded value.
 AA5890
 AA5890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5890
 AA5890.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5890
 AA5890.The ellipsoidal height was determined by GPS observations
 AA5890.and is referenced to NAD 83.
 AA5890
 AA5890.The geoid height was determined by GEOID03.
 AA5890
 AA5890;                    North         East     Units Scale Factor Converg.
 AA5890;SPC PA S     -   105,475.037   458,530.003   MT  0.99996438   -1 04 45.2
 AA5890;SPC PA S     -   346,046.02  1,504,360.52   sFT  0.99996438   -1 04 45.2
 AA5890;UTM  17      - 4,459,072.867   634,894.216   MT  0.99982400   +1 01 32.6
 AA5890
 AA5890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5890!SPC PA S     -   0.99994975  x   0.99996438  =   0.99991413
 AA5890!UTM  17      -   0.99994975  x   0.99982400  =   0.99977376
 AA5890
 AA5890                          SUPERSEDED SURVEY CONTROL
 AA5890
 AA5890  ELLIP H (07/12/95)  320.30   (m)                       GP(       ) 3 2
 AA5890  NGVD 29 (07/12/95)  353.21   (m)         1158.8    (f) LEVELING    3  
 AA5890
 AA5890.Superseded values are not recommended for survey control.
 AA5890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5890.See file dsdata.txt to determine how the superseded data were derived.
 AA5890
 AA5890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE3489459073(NAD 83)
 AA5890_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA5890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5890_SP_SET: CONCRETE POST
 AA5890_STAMPING: AP 1969 STA B LBE
 AA5890_MARK LOGO: CGS   
 AA5890_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5890+STABILITY: SURFACE MOTION
 AA5890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5890+SATELLITE: SATELLITE OBSERVATIONS - 1969
 AA5890
 AA5890  HISTORY     - Date     Condition        Report By
 AA5890  HISTORY     - 1969     MONUMENTED       CGS
 AA5890  HISTORY     - 19871115 GOOD             NGS
 AA5890
 AA5890                          STATION DESCRIPTION
 AA5890
 AA5890'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMR)
 AA5890'STATION IS LOCATED ON THE WESTMORELAND COUNTY AIRPORT WHICH IS ABOUT 2
 AA5890'MI (3.2 KM) SOUTH OF THE CITY OF LATROBE, 2 MI (3.2 KM) NE OF THE TOWN
 AA5890'OF HOSTETTER AND 1 MI (1.6 KM) NORTH OF THE TOWN OF YOUNGSTOWN, PA.
 AA5890'ACCESS TO THE FIELD SHOULD BE ARRANGED THROUGH THE AIRPORT MANAGERS
 AA5890'OFFICE AT 412-539-8100. TO REACH FROM THE NORTHSIDE OF THE TERMINAL
 AA5890'BUILDING DRIVE NORTHERLY ACROSS THE RAMP TO A TAXIWAY RUNNING PARALLEL
 AA5890'WITH RUNWAY 5/23.  TURN ONTO TAXIWAY AND GO WESTERLY FOR 0.4 MI (0.6
 AA5890'KM) TO A TAXIWAY ON RIGHT.  TURN RIGHT, CROOSS RUNWAY 5/23 TO THE
 AA5890'STATION IN THE GRASS ON THE NORTH SIDE OF THE RUNWAY. IT IS 73.2 FT
 AA5890'(22.3 M) NORTHWST OF A THE CENTER OF A METAL COVER AT RUNWAY EDGE,
 AA5890'75.2 FT (22.9 M) NORTHWEST OF THE EDGE OF THE RUNWAY AND 81.7 FT (24.9
 AA5890'M) WEST OF THE FIRST RUNWAY LIGHT EAST OF THE INTERSECTION OF THE
 AA5890'TAIXWAY AND RUNWAY.
 AA5890
 AA5890                          STATION RECOVERY (1987)
 AA5890
 AA5890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (DMM)
 AA5890'STATION IS LOCATED IN THE SOUTHWEST SECTION OF THE FIELD 1500 FT
 AA5890'(457.2 M) NORTHEAST OF THE END OF RUNWAY 5 ON THE NORTH SIDE OF THE
 AA5890'RUNWAY AND ON LINE WITH THE WEST EDGE OF THE TAXIWAY ABOUT 1500 FT
 AA5890'(457.2 M) NORTHEAST OF THE END.  IT IS ON LINE WITH THE NORTH 1 OF 2
 AA5890'VASI EAST SET AND SOUTH 1 OF 2 VASI WEST SET.  IT IS 81.7 FT (24.9 M)
 AA5890'WEST OF THE RUNWAY LIGHT EAST OF THE TAXIWAY, 73.2 FT (22.3 M)
 AA5890'NORTHWEST OF THE CENTER OF A METAL COVER AT THE RUNWAY EDGE, 75.2 FT
 AA5890'(22.9 M) NORTHWEST OF THE RUNWAY EDGE AND ABOUT 27 FT (8.2 M) NORTH OF
 AA5890'THE LINE FORMED BY THE RUNWAY DISTANCE MARKERS.  A STANDARD TOPO
 AA5890'STATION DISK STAMPED---AP 1969 STA B LBE---, IN TOP OF A CONCRETE
 AA5890'MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA5446 ***********************************************************************
 AA5446  SACS        -  This is a Secondary Airport Control Station.
 AA5446  DESIGNATION -  AP 1971 STA A3 HZL
 AA5446  PID         -  AA5446
 AA5446  STATE/COUNTY-  PA/LUZERNE
 AA5446  USGS QUAD   -  HAZLETON (1995)
 AA5446
 AA5446                         *CURRENT SURVEY CONTROL
 AA5446  ___________________________________________________________________
 AA5446* NAD 83(1992)-  40 59 11.98336(N)    075 59 11.20134(W)     ADJUSTED  
 AA5446* NAVD 88     -       485.71   (meters)    1593.5    (feet)  LEVELING  
 AA5446  ___________________________________________________________________
 AA5446  X           -   1,167,631.190 (meters)                     COMP
 AA5446  Y           -  -4,678,397.430 (meters)                     COMP
 AA5446  Z           -   4,161,602.396 (meters)                     COMP
 AA5446  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 AA5446  ELLIP HEIGHT-         453.14  (meters)          (08/09/01) GPS OBS
 AA5446  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 AA5446
 AA5446  HORZ ORDER  -  FIRST
 AA5446  VERT ORDER  -  THIRD ?
 AA5446  ELLP ORDER  -  FOURTH    CLASS II
 AA5446
 AA5446.This mark is at Hazelton Airport (HZL)
 AA5446
 AA5446.The horizontal coordinates were established by GPS observations
 AA5446.and adjusted by the National Geodetic Survey in May 1995..
 AA5446
 AA5446.The orthometric height was determined by differential leveling.
 AA5446.The vertical network tie was performed by a horz. field party for horz.
 AA5446.obs reductions. Reset procedures were used to establish the elevation.
 AA5446
 AA5446.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5446
 AA5446.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5446
 AA5446.The ellipsoidal height was determined by GPS observations
 AA5446.and is referenced to NAD 83.
 AA5446
 AA5446.The geoid height was determined by GEOID03.
 AA5446
 AA5446;                    North         East     Units Scale Factor Converg.
 AA5446;SPC PA N     -    92,574.413   748,394.457   MT  0.99998493   +1 09 60.0
 AA5446;SPC PA N     -   303,721.22  2,455,357.48   sFT  0.99998493   +1 09 60.0
 AA5446;UTM  18      - 4,537,744.954   417,021.178   MT  0.99968474   -0 38 49.3
 AA5446
 AA5446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5446!SPC PA N     -   0.99992893  x   0.99998493  =   0.99991386
 AA5446!UTM  18      -   0.99992893  x   0.99968474  =   0.99961369
 AA5446
 AA5446                          SUPERSEDED SURVEY CONTROL
 AA5446
 AA5446  ELLIP H (05/23/95)  453.09   (m)                       GP(       ) 3 1
 AA5446  NGVD 29 (05/23/95)  485.90   (m)         1594.2    (f) LEVELING    3  
 AA5446
 AA5446.Superseded values are not recommended for survey control.
 AA5446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5446.See file dsdata.txt to determine how the superseded data were derived.
 AA5446
 AA5446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL1702137745(NAD 83)
 AA5446_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA5446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5446_STAMPING: AP 1971 STA A3 HZL
 AA5446_MARK LOGO: CGS   
 AA5446_PROJECTION: FLUSH
 AA5446_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5446+STABILITY: SURFACE MOTION
 AA5446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5446+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1998
 AA5446
 AA5446  HISTORY     - Date     Condition        Report By
 AA5446  HISTORY     - 1971     MONUMENTED       CGS
 AA5446  HISTORY     - 19930515 GOOD             NGS
 AA5446  HISTORY     - 19981006 GOOD             NGS
 AA5446
 AA5446                          STATION DESCRIPTION
 AA5446
 AA5446'DESCRIBED BY COAST AND GEODETIC SURVEY 1971 (WMR)
 AA5446'STATION IS LOCATED ON THE HAZLETON MUNICIPAL AIRPORT WHICH IS 3 MI
 AA5446'(4.8 KM) NNW OF THE CITY OF HAZLETON, PA, 6 MI (9.7 KM) S OF
 AA5446'INTERSTATE 80 AND 2 MI (3.2 KM) E OF INTERSTATE 81.  ACCESS TO THE
 AA5446'FIELD SHOULD BE ARRANGED IN ADVANCE. AIRPORT PHONE NUMBER IS
 AA5446'717-459-4926.
 AA5446' 
 AA5446'TO REACH FROM THE SOUTH SIDE OF THE TERMINAL BUILDING DRIVE EASTERLY
 AA5446'ON THE TAXIWAY PARALLEL TO RUNWAY 10/28 FOR 0.4 MI (0.6 KM) TO THE
 AA5446'STATION ON THE RIGHT BETWEEN THE PARALLEL TAXIWAY AND RUNWAY, WEST OF
 AA5446'THE CONNECTOR TAXIWAY LEADING TO THE RUNWAY.
 AA5446' 
 AA5446'IT IS 172.9 FT (52.7 M) NW OF RUNWAY END 28, 124.6 FT (38.0 M) N OF
 AA5446'THE RUNWAY CENTERLINE AND 89.1 FT (27.2 M) NE OF THE FIRST RUNWAY
 AA5446'LIGHT (SHOWS WHITE) WEST OF THE RUNWAY END.
 AA5446
 AA5446                          STATION RECOVERY (1993)
 AA5446
 AA5446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AA5446'THE STATION IS LOCATED AT THE HAZLETON MUNICIPAL AIRPORT NORTHWEST OF
 AA5446'RUNWAY END 28.  IT IS 172.9 FT (52.7 M) NORTHWEST OF RUNWAY END 28,
 AA5446'124.6 FT (38.0 M) NORTH OF THE CENTERLINE OF THE RUNWAY, 104.3 FT
 AA5446'(31.8 M) WEST OF THE INTERSECTION OF THE CENTERLINE OF THE TAXIWAY
 AA5446'WITH THE HOLDBAR AND 89.7 FT (27.3 M) NORTHEAST OF THE FIRST RUNWAY
 AA5446'LIGHT WEST OF THE RUNWAY END ON THE NORTH SIDE OF THE RUNWAY.  THE
 AA5446'STATION IS A CGS TOPOGRAPHICAL DISK STAMPED---AP 1971 STA A3 HZL---,
 AA5446'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AA5446
 AA5446                          STATION RECOVERY (1998)
 AA5446
 AA5446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (JDR)
 AA5446'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0467 ***********************************************************************
 KX0467  DESIGNATION -  AP STA A
 KX0467  PID         -  KX0467
 KX0467  STATE/COUNTY-  PA/CAMBRIA
 KX0467  USGS QUAD   -  GEISTOWN (1993)
 KX0467
 KX0467                         *CURRENT SURVEY CONTROL
 KX0467  ___________________________________________________________________
 KX0467* NAD 83(1986)-  40 18 45.     (N)    078 49 51.     (W)     SCALED    
 KX0467* NAVD 88     -       692.251  (meters)    2271.16   (feet)  ADJUSTED  
 KX0467  ___________________________________________________________________
 KX0467  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KX0467  DYNAMIC HT  -         691.871 (meters)    2269.91  (feet)  COMP
 KX0467  MODELED GRAV-     980,052.1   (mgal)                       NAVD 88
 KX0467
 KX0467  VERT ORDER  -  FIRST     CLASS I
 KX0467
 KX0467.The horizontal coordinates were scaled from a topographic map and have
 KX0467.an estimated accuracy of +/- 6 seconds.
 KX0467
 KX0467.The orthometric height was determined by differential leveling
 KX0467.and adjusted by the National Geodetic Survey in June 1991..
 KX0467
 KX0467.The geoid height was determined by GEOID03.
 KX0467
 KX0467.The dynamic height is computed by dividing the NAVD 88
 KX0467.geopotential number by the normal gravity value computed on the
 KX0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0467.degrees latitude (g = 980.6199 gals.).
 KX0467
 KX0467.The modeled gravity was interpolated from observed gravity values.
 KX0467
 KX0467;                    North         East    Units  Estimated Accuracy
 KX0467;SPC PA S     -   109,280.      508,130.      MT  (+/- 180 meters Scaled)
 KX0467
 KX0467                          SUPERSEDED SURVEY CONTROL
 KX0467
 KX0467  NGVD 29 (??/??/92)  692.414  (m)         2271.69   (f) ADJ UNCH    1 1
 KX0467
 KX0467.Superseded values are not recommended for survey control.
 KX0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0467.See file dsdata.txt to determine how the superseded data were derived.
 KX0467
 KX0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE843647(NAD 83)
 KX0467_MARKER: DT = TOPOGRAPHIC STATION DISK
 KX0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0467_STAMPING: AP 1964 STA A
 KX0467_MARK LOGO: CGS   
 KX0467_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KX0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0467+STABILITY: SURFACE MOTION
 KX0467
 KX0467  HISTORY     - Date     Condition        Report By
 KX0467  HISTORY     - 1964     MONUMENTED       CGS
 KX0467  HISTORY     - 1966     GOOD             NGS
 KX0467  HISTORY     - 19880615 GOOD             NGS
 KX0467
 KX0467                          STATION DESCRIPTION
 KX0467
 KX0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0467'AT JOHNSTOWN AIRPORT.
 KX0467'AT THE JOHNSTOWN-CAMBRIA COUNTY AIRPORT, ABOUT 0.55 MILE SOUTH
 KX0467'OF THE TERMINAL BUILDING, AT THE SOUTHEAST END AND NEAR THE
 KX0467'SOUTH CORNER OF THE NORTHWEST-SOUTHEAST RUNWAY (RUNWAY NO. 33),
 KX0467'100 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE RUNWAY, ABOUT
 KX0467'LEVEL WITH THE RUNWAY AND SET IN THE TOP OF A CONCRETE POST
 KX0467'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 KX0467
 KX0467                          STATION RECOVERY (1988)
 KX0467
 KX0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KX0467'THE STATION IS LOCATED NEAR RUNWAY END 33, 224.73 FT (68.50 M) S OF
 KX0467'THE FIRST RUNWAY LIGHT ON THE W SIDE OF THE RUNWAY, 230.79 FT (70.34
 KX0467'M) NW OF THE W ONE OF FOUR THRESHOLD LIGHTS, AND 98.05 FT (29.89 M) SW
 KX0467'OF THE W EDGE OF THE RUNWAY PAVING.  THE MARK IS A STANDARD
 KX0467'TOPOGRAPHIC DISK STAMPED---AP 1964 STA A---, SET IN THE CENTER OF A
 KX0467'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1650 ***********************************************************************
 KV1650  DESIGNATION -  AP STA A
 KV1650  PID         -  KV1650
 KV1650  STATE/COUNTY-  PA/LEHIGH
 KV1650  USGS QUAD   -  CATASAUQUA (1992)
 KV1650
 KV1650                         *CURRENT SURVEY CONTROL
 KV1650  ___________________________________________________________________
 KV1650* NAD 83(1986)-  40 39 04.     (N)    075 26 32.     (W)     SCALED    
 KV1650* NAVD 88     -       116.841  (meters)     383.34   (feet)  ADJUSTED  
 KV1650  ___________________________________________________________________
 KV1650  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 KV1650  DYNAMIC HT  -         116.785 (meters)     383.15  (feet)  COMP
 KV1650  MODELED GRAV-     980,139.2   (mgal)                       NAVD 88
 KV1650
 KV1650  VERT ORDER  -  SECOND    CLASS 0
 KV1650
 KV1650.The horizontal coordinates were scaled from a topographic map and have
 KV1650.an estimated accuracy of +/- 6 seconds.
 KV1650
 KV1650.The orthometric height was determined by differential leveling
 KV1650.and adjusted by the National Geodetic Survey in June 1991..
 KV1650
 KV1650.The geoid height was determined by GEOID03.
 KV1650
 KV1650.The dynamic height is computed by dividing the NAVD 88
 KV1650.geopotential number by the normal gravity value computed on the
 KV1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1650.degrees latitude (g = 980.6199 gals.).
 KV1650
 KV1650.The modeled gravity was interpolated from observed gravity values.
 KV1650
 KV1650;                    North         East    Units  Estimated Accuracy
 KV1650;SPC PA S     -   148,870.      795,160.      MT  (+/- 180 meters Scaled)
 KV1650
 KV1650                          SUPERSEDED SURVEY CONTROL
 KV1650
 KV1650  NGVD 29 (??/??/??)  117.054  (m)          384.03   (f) ADJUSTED    2 0
 KV1650
 KV1650.Superseded values are not recommended for survey control.
 KV1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1650.See file dsdata.txt to determine how the superseded data were derived.
 KV1650
 KV1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL626001(NAD 83)
 KV1650_MARKER: DT = TOPOGRAPHIC STATION DISK
 KV1650_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1650_SP_SET: CONC
 KV1650_STAMPING: STA A AP 1962
 KV1650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1650
 KV1650  HISTORY     - Date     Condition        Report By
 KV1650  HISTORY     - 1962     MONUMENTED       CGS
 KV1650  HISTORY     - 1972     GOOD             NGS
 KV1650
 KV1650                          STATION DESCRIPTION
 KV1650
 KV1650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 KV1650'AT ALLENTOWN.
 KV1650'THE STATION IS LOCATED AT THE ALLENTOWN-BETHLEHEM-EASTON AIRPORT
 KV1650'IN ALLENTOWN, PENNSYLVANIA.  IT IS 175.52 FEET SE OF THE CENTER
 KV1650'LINE OF THE SW END OF RUNWAY 6/24, 34.30 FEET SW OF THE SW EDGE
 KV1650'OF THE TAXIWAY.  THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED
 KV1650'STA A AP 1962 AND SET FLUSH WITH THE GROUND IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2403 ***********************************************************************
 MA2403  CBN         -  This is a Cooperative Base Network Control Station.
 MA2403  DESIGNATION -  AP STA A 2 BFD
 MA2403  PID         -  MA2403
 MA2403  STATE/COUNTY-  PA/MCKEAN
 MA2403  USGS QUAD   -  LEWIS RUN (1983)
 MA2403
 MA2403                         *CURRENT SURVEY CONTROL
 MA2403  ___________________________________________________________________
 MA2403* NAD 83(1992)-  41 47 51.58005(N)    078 37 54.04551(W)     ADJUSTED  
 MA2403* NAVD 88     -       639.1    (meters)    2097.     (feet)  GPS OBS   
 MA2403  ___________________________________________________________________
 MA2403  X           -     938,753.823 (meters)                     COMP
 MA2403  Y           -  -4,669,022.230 (meters)                     COMP
 MA2403  Z           -   4,229,280.573 (meters)                     COMP
 MA2403  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 MA2403  ELLIP HEIGHT-         607.24  (meters)          (03/28/01) GPS OBS
 MA2403  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 MA2403
 MA2403  HORZ ORDER  -  A
 MA2403  ELLP ORDER  -  THIRD     CLASS II
 MA2403
 MA2403.The horizontal coordinates were established by GPS observations
 MA2403.and adjusted by the National Geodetic Survey in March 2001..
 MA2403
 MA2403.The orthometric height was determined by GPS observations and a
 MA2403.high-resolution geoid model.
 MA2403
 MA2403.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MA2403
 MA2403.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2403
 MA2403.The ellipsoidal height was determined by GPS observations
 MA2403.and is referenced to NAD 83.
 MA2403
 MA2403.The geoid height was determined by GEOID03.
 MA2403
 MA2403;                    North         East     Units Scale Factor Converg.
 MA2403;SPC PA N     -   181,504.167   526,724.061   MT  0.99997882   -0 34 59.8
 MA2403;SPC PA N     -   595,484.92  1,728,093.86   sFT  0.99997882   -0 34 59.8
 MA2403;UTM  17      - 4,630,022.415   696,765.170   MT  1.00007645   +1 34 44.4
 MA2403
 MA2403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2403!SPC PA N     -   0.99990477  x   0.99997882  =   0.99988359
 MA2403!UTM  17      -   0.99990477  x   1.00007645  =   0.99998121
 MA2403
 MA2403                          SUPERSEDED SURVEY CONTROL
 MA2403
 MA2403  NAD 83(1996)-  41 47 51.58120(N)    078 37 54.04259(W) AD(       ) 3
 MA2403  NAD 83(1986)-  41 47 51.58385(N)    078 37 54.03871(W) AD(       ) 3
 MA2403  NGVD 29 (06/12/91)  639.1    (m)         2097.     (f) GPS OBS        
 MA2403
 MA2403.Superseded values are not recommended for survey control.
 MA2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2403.See file dsdata.txt to determine how the superseded data were derived.
 MA2403
 MA2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG9676530022(NAD 83)
 MA2403_MARKER: DT = TOPOGRAPHIC STATION DISK
 MA2403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2403_SP_SET: CONCRETE POST
 MA2403_STAMPING: AP 1969 STA A2 BFD
 MA2403_MARK LOGO: NOS   
 MA2403_PROJECTION: RECESSED 5 CENTIMETERS
 MA2403_MAGNETIC: N = NO MAGNETIC MATERIAL
 MA2403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA2403+STABILITY: SURFACE MOTION
 MA2403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA2403+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2001
 MA2403
 MA2403  HISTORY     - Date     Condition        Report By
 MA2403  HISTORY     - 1969     MONUMENTED       NOS
 MA2403  HISTORY     - 19901127 GOOD             NGS
 MA2403  HISTORY     - 19910925 GOOD             NGS
 MA2403  HISTORY     - 20000502 GOOD             PADT
 MA2403  HISTORY     - 20001001 GOOD             PADT
 MA2403  HISTORY     - 20010502 GOOD             PADT
 MA2403
 MA2403                          STATION DESCRIPTION
 MA2403
 MA2403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 MA2403'THE STATION IS LOCATED 24.14 KM (15.00 MI) SOUTH OF BRADFORD, 96.57 KM
 MA2403'(60.01 MI) NORTH OF DU BOIS, AT THE BRADFORD REGIONAL AIRPORT AND
 MA2403'ABOUT 53.34 M (175.00 FT) NORTHEAST OF THE CENTER OF THE END OF
 MA2403'RUNWAY 32. OWNERSHIP--MCKEAN COUNTY, COURTHOUSE, SMITHPORT, PA 16749,
 MA2403'PHONE 814-887-5571, AIRPORT MANAGER IS CRAIG BRICKEL, PHONE
 MA2403'814-368-5928.
 MA2403'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 219 AND STATE
 MA2403'HIGHWAY 59, ABOUT 16.1 KM (10.0 MI) SOUTH OF BRADFORD, GO EAST ON
 MA2403'STATE HIGHWAY 59 FOR 5.47 KM (3.40 MI) TO THE AIRPORT ENTRANCE ON THE
 MA2403'LEFT, TURN LEFT, NORTH, ON THE ENTRANCE ROAD FOR 0.64 KM (0.40 MI) TO
 MA2403'A PAVED ROAD ON THE RIGHT AND THE AIRPORT TERMINAL ON THE LEFT, TURN
 MA2403'RIGHT, EAST, ON THE ROAD PASSING THRU A GATE, TURN LEFT,
 MA2403'NORTHEASTERLY, PASSING ON THE EAST SIDE OF A HANGAR FOR 0.08 KM
 MA2403'(0.05 MI) TO THE APRON, BEAR LEFT, NORTHWESTERLY, ACROSS THE APRON TO
 MA2403'A TAXIWAY (THE EAST ONE OF THREE) GO NORTHEAST ON THE TAXIWAY FOR
 MA2403'0.16 KM (0.10 MI) TO THE JUNCTION OF RUNWAY 32, TURN RIGHT ON RUNWAY
 MA2403'32 FOR 0.56 KM (0.35 MI) TO THE END OF RUNWAY AND THE STATION ON THE
 MA2403'LEFT ABOUT 53.34 M (175.00 FT) NORTHEAST OF THE CENTER OF THE RUNWAY.
 MA2403'THE STATION IS 2-INCHES BELOW THE GROUND AND LOCATED 53.35 M
 MA2403'(175.03 FT) NORTHEAST OF THE CENTER OF THE RUNWAY, 27.65 M
 MA2403'(90.72 FT) NORTH-NORTHEAST OF THE NORTHEAST THRESHOLD END LIGHT AND
 MA2403'0.35 M (1.15 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.
 MA2403
 MA2403                          STATION RECOVERY (1991)
 MA2403
 MA2403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MA2403'THE STATION IS LOCATED AT THE BRADFORD REGIONAL AIRPORT ON THE
 MA2403'SOUTHEAST END OF RUNWAY 14-32.  THE STATION IS 194.4 FT (59.3 M) EAST
 MA2403'OF THE FIRST RUNWAY LIGHT NORTHWEST OF RUNWAY END 32, 175.03 FT (53.35
 MA2403'M) NORTHEAST OF THE CENTERLINE END RUNWAY 32 AND 91.1 FT (27.8 M)
 MA2403'NORTH-NORTHEAST OF THE MOST NORTHERLY THRESHOLD LIGHT.  THE STATION IS
 MA2403'A STANDARD TOPOGRAPHIC DISK STAMPED---AP 1969 STA A2 BFD---, SET IN A
 MA2403'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 MA2403
 MA2403                          STATION RECOVERY (2000)
 MA2403
 MA2403'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (BLW)
 MA2403'RECOVERED IN GOOD CONDITION.
 MA2403
 MA2403                          STATION RECOVERY (2000)
 MA2403
 MA2403'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (CH)
 MA2403'RECOVERED AS DESCRIBED
 MA2403'
 MA2403
 MA2403                          STATION RECOVERY (2001)
 MA2403
 MA2403'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (CIH)
 MA2403'THE FOLLOWING RECOVERY NOTE SUBMITTED WITH NEW YORK FBN/CBN. STATION
 MA2403'IS AT MCKEAN
 MA2403'COUNTY BRADFORD AIRPORT, 15 MILES SOUTH OF BRADFORD.
 MA2403' 
 MA2403'TO REACH FROM THE JUNCTION OF US HWY 219 AND STATE ROUTE 59, GO 3.4
 MA2403'MILES EAST ON SR 59
 MA2403'TO THE AIRPORT ENTRANCE. TURN LEFT ON THE ENTRANCE RD AND GO 0.4 MILE
 MA2403'NORTH TO A
 MA2403'RIGHT TURN ON A PAVED ROAD OPPOSITE THE AIRPORT TERMINAL. PROCEED EAST
 MA2403'THROUGH A
 MA2403'GATE. TURN LEFT AND PROCEED 0.05 MILE NE ALONG THE EAST SIDE OF A
 MA2403'HANGER TO THE APRON.
 MA2403'BEAR LEFT, NNE, ACROSS THE APRON TO A TAXIWAY. PROCEED 0.1 MILE NE ON
 MA2403'TAXIWAY TO RUNWAY
 MA2403'32. TURN RIGHT ON RUNWAY TO MARK ON LEFT AT THE END.
 MA2403' 
 MA2403'STATION IS 175 FT NE OF RUNWAY CENTERLINE, 90.7 FT NE OF THE NE
 MA2403'THRESHOLD END LIGHT, 1.1 FT
 MA2403'SE OF  A FIBERGLASS WITNESS POST AND 2 INCHES BELOW GROUND.
 MA2403'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1921 ***********************************************************************
 KV1921  DESIGNATION -  AP STA A PNE
 KV1921  PID         -  KV1921
 KV1921  STATE/COUNTY-  PA/PHILADELPHIA
 KV1921  USGS QUAD   -  FRANKFORD (1997)
 KV1921
 KV1921                         *CURRENT SURVEY CONTROL
 KV1921  ___________________________________________________________________
 KV1921* NAD 83(1996)-  40 05 10.33799(N)    075 00 23.13819(W)     ADJUSTED  
 KV1921* NAVD 88     -        33.691  (meters)     110.53   (feet)  ADJUSTED  
 KV1921  ___________________________________________________________________
 KV1921  X           -   1,264,202.701 (meters)                     COMP
 KV1921  Y           -  -4,720,186.635 (meters)                     COMP
 KV1921  Z           -   4,085,313.792 (meters)                     COMP
 KV1921  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 KV1921  ELLIP HEIGHT-           0.65  (meters)          (09/18/01) GPS OBS
 KV1921  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KV1921  DYNAMIC HT  -          33.676 (meters)     110.49  (feet)  COMP
 KV1921  MODELED GRAV-     980,174.1   (mgal)                       NAVD 88
 KV1921
 KV1921  HORZ ORDER  -  THIRD
 KV1921  VERT ORDER  -  SECOND    CLASS 0
 KV1921  ELLP ORDER  -  FOURTH    CLASS II
 KV1921
 KV1921.The horizontal coordinates were established by GPS observations
 KV1921.and adjusted by the National Geodetic Survey in February 1999..
 KV1921
 KV1921.The orthometric height was determined by differential leveling
 KV1921.and adjusted by the National Geodetic Survey in June 1991..
 KV1921
 KV1921.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1921
 KV1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1921
 KV1921.The ellipsoidal height was determined by GPS observations
 KV1921.and is referenced to NAD 83.
 KV1921
 KV1921.The geoid height was determined by GEOID03.
 KV1921
 KV1921.The dynamic height is computed by dividing the NAVD 88
 KV1921.geopotential number by the normal gravity value computed on the
 KV1921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1921.degrees latitude (g = 980.6199 gals.).
 KV1921
 KV1921.The modeled gravity was interpolated from observed gravity values.
 KV1921
 KV1921;                    North         East     Units Scale Factor Converg.
 KV1921;SPC PA S     -    87,229.093   833,946.971   MT  0.99997962   +1 46 48.0
 KV1921;SPC PA S     -   286,184.12  2,736,041.02   sFT  0.99997962   +1 46 48.0
 KV1921;UTM  18      - 4,437,325.221   499,452.060   MT  0.99960000   -0 00 14.9
 KV1921
 KV1921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1921!SPC PA S     -   0.99999990  x   0.99997962  =   0.99997952
 KV1921!UTM  18      -   0.99999990  x   0.99960000  =   0.99959990
 KV1921
 KV1921                          SUPERSEDED SURVEY CONTROL
 KV1921
 KV1921  ELLIP H (02/09/99)    0.74   (m)                       GP(       ) 4 2
 KV1921  NGVD 29 (??/??/??)   33.998  (m)          111.54   (f) ADJUSTED    2 0
 KV1921
 KV1921.Superseded values are not recommended for survey control.
 KV1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1921.See file dsdata.txt to determine how the superseded data were derived.
 KV1921
 KV1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9945237325(NAD 83)
 KV1921_MARKER: DT = TOPOGRAPHIC STATION DISK
 KV1921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1921_STAMPING: AP 1962 STA A
 KV1921_MARK LOGO: CGS   
 KV1921_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1921+STABILITY: SURFACE MOTION
 KV1921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1921+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1996
 KV1921
 KV1921  HISTORY     - Date     Condition        Report By
 KV1921  HISTORY     - 1962     MONUMENTED       CGS
 KV1921  HISTORY     - 1974     GOOD             NGS
 KV1921  HISTORY     - 19891012 GOOD             NGS
 KV1921  HISTORY     - 19961114 GOOD             NGS
 KV1921
 KV1921                          STATION DESCRIPTION
 KV1921
 KV1921'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KV1921'IN PHILADELPHIA.
 KV1921'THE STATION IS LOCATED AT THE NORTH PHILADELPHIA AIRPORT ABOUT
 KV1921'200 FEET SOUTHEAST OF RUNWAY END 24 CENTERLINE.  IT IS 109.8
 KV1921'FEET NORTHEAST OF THE NORTHEAST EDGE OF A TAXIWAY, 86.8 FEET
 KV1921'SOUTHEAST OF THE SOUTH CORNER OF CONCRETE BASE OF EASTERN MOST
 KV1921'APPROACH LIGHT OF THE FIRST SET OF APPROACH LIGHTS.  THE DISK IS
 KV1921'SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND.  NOTE-- RUNWAY
 KV1921'END 24 HAS BEEN EXTENDED 2000 FT TO THE NE.
 KV1921
 KV1921                          STATION RECOVERY (1974)
 KV1921
 KV1921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV1921'RECOVERED IN GOOD CONDITION.
 KV1921
 KV1921                          STATION RECOVERY (1989)
 KV1921
 KV1921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (DAH)
 KV1921'LOCATED AT NORTH PHILADELPHIA AIRPORT, AT THE OLD END OF RUNWAY 24.
 KV1921'THE RUNWAY HAS BEEN EXTENDED 2000 FT (609.6 M) TO THE NORTHEAST.  THE
 KV1921'MARK IS 125 FT (38.1 M) SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY 6-24
 KV1921'AND 109.8 FT (33.5 M) NORTHEAST OF THE NORTHEAST EDGE OF THE TAXIWAY.
 KV1921'A TOPOGRAPHIC STATION DISK STAMPED---AP 1962 STA.  A---, IN TOP OF A
 KV1921'CONCRETE MONUMENT WHICH IS ABOUT FLUSH WITH THE GROUND.
 KV1921
 KV1921                          STATION RECOVERY (1996)
 KV1921
 KV1921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 KV1921'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9265 ***********************************************************************
 AA9265  SACS        -  This is a Secondary Airport Control Station.
 AA9265  DESIGNATION -  AP STA A PSB
 AA9265  PID         -  AA9265
 AA9265  STATE/COUNTY-  PA/CENTRE
 AA9265  USGS QUAD   -  BLACK MOSHANNON (1994)
 AA9265
 AA9265                         *CURRENT SURVEY CONTROL
 AA9265  ___________________________________________________________________
 AA9265* NAD 83(1992)-  40 52 45.13853(N)    078 04 57.73417(W)     ADJUSTED  
 AA9265* NAVD 88     -       584.63   (meters)    1918.1    (feet)  GPS OBS   
 AA9265  ___________________________________________________________________
 AA9265  X           -     997,351.229 (meters)                     COMP
 AA9265  Y           -  -4,725,700.162 (meters)                     COMP
 AA9265  Z           -   4,152,650.913 (meters)                     COMP
 AA9265  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 AA9265  ELLIP HEIGHT-         551.76  (meters)          (08/09/01) GPS OBS
 AA9265  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 AA9265
 AA9265  HORZ ORDER  -  FIRST
 AA9265  ELLP ORDER  -  FOURTH    CLASS II
 AA9265
 AA9265.This mark is at Mid-State Airport (PSB)
 AA9265
 AA9265.The horizontal coordinates were established by GPS observations
 AA9265.and adjusted by the National Geodetic Survey in April 1998..
 AA9265
 AA9265.The orthometric height was determined by GPS observations and a
 AA9265.high-resolution geoid model.
 AA9265
 AA9265.GPS derived orthometric heights for airport stations designated as
 AA9265.PACS or SACS are published to 2 decimal places.  This maintains
 AA9265.centimeter relative accuracy between the PACS and SACS.  It does
 AA9265.not indicate centimeter accuracy relative to other marks which are
 AA9265.part of the NAVD 88 network.
 AA9265
 AA9265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9265
 AA9265.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9265
 AA9265.The ellipsoidal height was determined by GPS observations
 AA9265.and is referenced to NAD 83.
 AA9265
 AA9265.The geoid height was determined by GEOID03.
 AA9265
 AA9265;                    North         East     Units Scale Factor Converg.
 AA9265;SPC PA N     -    79,184.133   571,956.901   MT  1.00000067   -0 13 12.3
 AA9265;SPC PA N     -   259,789.94  1,876,495.27   sFT  1.00000067   -0 13 12.3
 AA9265;UTM  17      - 4,529,445.345   745,811.868   MT  1.00034377   +1 54 36.8
 AA9265;UTM  18      - 4,529,923.450   240,248.941   MT  1.00043052   -2 01 07.1
 AA9265
 AA9265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9265!SPC PA N     -   0.99991346  x   1.00000067  =   0.99991413
 AA9265!UTM  17      -   0.99991346  x   1.00034377  =   1.00025720
 AA9265!UTM  18      -   0.99991346  x   1.00043052  =   1.00034394
 AA9265
 AA9265                          SUPERSEDED SURVEY CONTROL
 AA9265
 AA9265  ELLIP H (04/02/98)  551.85   (m)                       GP(       ) 4 2
 AA9265  NAD 83(1993)-  40 52 45.13888(N)    078 04 57.73419(W) AD(       ) 1
 AA9265  ELLIP H (11/30/95)  551.84   (m)                       GP(       ) 4 2
 AA9265
 AA9265.Superseded values are not recommended for survey control.
 AA9265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9265.See file dsdata.txt to determine how the superseded data were derived.
 AA9265
 AA9265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF4581229445(NAD 83)
 AA9265_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA9265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9265_STAMPING: AP 1964 STA A
 AA9265_MARK LOGO: CGS   
 AA9265_PROJECTION: FLUSH
 AA9265_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9265+STABILITY: SURFACE MOTION
 AA9265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9265+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1996
 AA9265
 AA9265  HISTORY     - Date     Condition        Report By
 AA9265  HISTORY     - 1964     MONUMENTED       CGS
 AA9265  HISTORY     - 19900615 GOOD             NGS
 AA9265  HISTORY     - 19940905 GOOD             NGS
 AA9265  HISTORY     - 19960830 GOOD             NGS
 AA9265
 AA9265                          STATION DESCRIPTION
 AA9265
 AA9265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AA9265'THE STATION IS LOCATED NEAR RUNWAY END 34, 189.0 FT (57.6 M) SOUTH OF
 AA9265'RUNWAY LIGHT NO.9, 125.0 FT (38.1 M) EAST OF THE CENTERLINE RUNWAY END
 AA9265'34, AND 68.0 FT (20.7 M) NORTHEAST OF THE EASTERLY THRESHOLD LIGHT.
 AA9265'THE STATION IS MARKED WITH A STANDARD CGS TOPOGRAPHIC STATION DISK,
 AA9265'STAMPED---AP 1964 STA A---, SET IN THE TOP OF A CONCRETE POST THAT IS
 AA9265'FLUSH WITH THE TOP OF THE GROUND.
 AA9265
 AA9265                          STATION RECOVERY (1994)
 AA9265
 AA9265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9265'THE STATION IS LOCATED ABOUT 11.0 KM (6.85 MI) EAST OF PHILIPSBURG,
 AA9265'9.0 KM (5.60 MI) NORTH-NORTHEAST OF PORT MATILDA, 8.0 KM (4.95 MI)
 AA9265'SOUTH OF INTERSTATE HIGHWAY 80, AND AT THE MID STATE AIRPORT, NEAR
 AA9265'RUNWAY END 34.  OWNERSHIP--MID STATE AIRPORT AUTHORITY.  CONTACT DON
 AA9265'BRANSTETTER, MANAGER.  PHONE 814-342-2280.
 AA9265' 
 AA9265'TO REACH THE AIRPORT FROM THE JUNCTION OF U.S.  HIGHWAY 322 AND STATE
 AA9265'HIGHWAY 504 ON THE EAST SIDE OF PHILIPSBURG, GO EAST ON HIGHWAY 504
 AA9265'FOR 10.0 KM (6.20 MI) TO A SIDE ROAD LEFT AND BRIDGE.  CONTINUE AHEAD
 AA9265'ACROSS BRIDGE AND GO EASTERLY ON HIGHWAY 504 FOR 2.3 KM (1.40 MI) TO A
 AA9265'SIDE ROAD RIGHT AND SIGN FOR MID STATE AIRPORT.  TURN RIGHT AND GO
 AA9265'SOUTHERLY 1.0 MI (1.6 KM) TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 AA9265'SOUTHERLY 0.3 MI (0.5 KM) TO A GATE (OPEN) .  CONTINUE AHEAD SOUTH 0.3
 AA9265'MI (0.5 KM) TO THE TERMINAL AND STRAIGHT AHEAD.
 AA9265' 
 AA9265'LOCATED 189.0 FT (57.6 M) SOUTH OF RUNWAY LIGHT NO.  9, 125.0 FT (38.1
 AA9265'M) EAST OF THE CENTERLINE RUNWAY END 34, AND 68.0 FT (20.7 M)
 AA9265'NORTHEAST OF THE EASTERLY MOST THRESHOLD LIGHT.
 AA9265
 AA9265                          STATION RECOVERY (1996)
 AA9265
 AA9265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9265'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2357 ***********************************************************************
 KX2357  SACS        -  This is a Secondary Airport Control Station.
 KX2357  DESIGNATION -  AP STA B2 PSB
 KX2357  PID         -  KX2357
 KX2357  STATE/COUNTY-  PA/CENTRE
 KX2357  USGS QUAD   -  BLACK MOSHANNON (1994)
 KX2357
 KX2357                         *CURRENT SURVEY CONTROL
 KX2357  ___________________________________________________________________
 KX2357* NAD 83(1992)-  40 53 36.75811(N)    078 05 27.92119(W)     ADJUSTED  
 KX2357* NAVD 88     -       592.92   (meters)    1945.3    (feet)  GPS OBS   
 KX2357  ___________________________________________________________________
 KX2357  X           -     996,445.805 (meters)                     COMP
 KX2357  Y           -  -4,724,832.286 (meters)                     COMP
 KX2357  Z           -   4,153,860.291 (meters)                     COMP
 KX2357  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 KX2357  ELLIP HEIGHT-         560.08  (meters)          (08/09/01) GPS OBS
 KX2357  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KX2357
 KX2357  HORZ ORDER  -  FIRST
 KX2357  ELLP ORDER  -  FOURTH    CLASS II
 KX2357
 KX2357.This mark is at Mid-State Airport (PSB)
 KX2357
 KX2357.The horizontal coordinates were established by GPS observations
 KX2357.and adjusted by the National Geodetic Survey in April 1998..
 KX2357
 KX2357.The orthometric height was determined by GPS observations and a
 KX2357.high-resolution geoid model.
 KX2357
 KX2357.GPS derived orthometric heights for airport stations designated as
 KX2357.PACS or SACS are published to 2 decimal places.  This maintains
 KX2357.centimeter relative accuracy between the PACS and SACS.  It does
 KX2357.not indicate centimeter accuracy relative to other marks which are
 KX2357.part of the NAVD 88 network.
 KX2357
 KX2357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KX2357
 KX2357.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2357
 KX2357.The ellipsoidal height was determined by GPS observations
 KX2357.and is referenced to NAD 83.
 KX2357
 KX2357.The geoid height was determined by GEOID03.
 KX2357
 KX2357;                    North         East     Units Scale Factor Converg.
 KX2357;SPC PA N     -    80,779.214   571,256.393   MT  0.99999837   -0 13 32.3
 KX2357;SPC PA N     -   265,023.14  1,874,197.02   sFT  0.99999837   -0 13 32.3
 KX2357;UTM  17      - 4,531,013.816   745,052.283   MT  1.00033917   +1 54 19.0
 KX2357
 KX2357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2357!SPC PA N     -   0.99991215  x   0.99999837  =   0.99991052
 KX2357!UTM  17      -   0.99991215  x   1.00033917  =   1.00025129
 KX2357
 KX2357                          SUPERSEDED SURVEY CONTROL
 KX2357
 KX2357  ELLIP H (04/02/98)  560.17   (m)                       GP(       ) 4 2
 KX2357  NAD 83(1993)-  40 53 36.75846(N)    078 05 27.92121(W) AD(       ) 1
 KX2357  ELLIP H (11/30/95)  560.16   (m)                       GP(       ) 4 2
 KX2357  NAD 83(1986)-  40 53 36.75816(N)    078 05 27.91477(W) AD(       ) 3
 KX2357  NGVD 29 (09/11/89)  593.1    (m)         1946.     (f) GPS OBS        
 KX2357
 KX2357.Superseded values are not recommended for survey control.
 KX2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2357.See file dsdata.txt to determine how the superseded data were derived.
 KX2357
 KX2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF4505231014(NAD 83)
 KX2357_MARKER: DT = TOPOGRAPHIC STATION DISK
 KX2357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2357_SP_SET: CONCRETE POST
 KX2357_STAMPING: AP 1969 STA B2 PSB
 KX2357_MARK LOGO: CGS   
 KX2357_PROJECTION: FLUSH
 KX2357_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX2357+STABILITY: SURFACE MOTION
 KX2357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX2357+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1996
 KX2357
 KX2357  HISTORY     - Date     Condition        Report By
 KX2357  HISTORY     - 1969     MONUMENTED       CGS
 KX2357  HISTORY     - 19881025 GOOD             NGS
 KX2357  HISTORY     - 19900615 GOOD             NGS
 KX2357  HISTORY     - 19940905 GOOD             NGS
 KX2357  HISTORY     - 19960830 GOOD             NGS
 KX2357
 KX2357                          STATION DESCRIPTION
 KX2357
 KX2357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KX2357'THE STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 KX2357'FOLLOWS.
 KX2357'THE STATION IS LOCATED ABOUT 11.0 KM (6.85 MI) EAST OF PHILIPSBURG,
 KX2357'9.0 KM (5.60 MI) NORTH-NORTHEAST OF PORT MATILDA, 8.0 KM (4.95 MI)
 KX2357'SOUTH OF INTERSTATE HIGHWAY 80, AND AT THE MID-STATE AIRPORT.
 KX2357'OWNERSHIP--MID-STATE AIRPORT AUTHORITY, C/O SHERMAN KELLER, AIRPORT
 KX2357'MANAGER, RD 1, BOX 159, PHILIPSBURG PA 16866.  PHONE 814-342-0370.
 KX2357'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 322 AND STATE
 KX2357'HIGHWAY 504 ON THE EAST SIDE OF PHILIPSBURG, GO EAST ON HIGHWAY 504
 KX2357'FOR 10.0 KM (6.20 MI) TO A SIDE ROAD LEFT AND A BRIDGE.  CONTINUE
 KX2357'STRAIGHT ACROSS THE BRIDGE AND GO EASTERLY ON HIGHWAY 504 FOR 2.3 KM
 KX2357'(1.45 MI) TO A SIDE ROAD RIGHT AND A SIGN FOR MID-STATE AIRPORT.  TURN
 KX2357'RIGHT AND GO SOUTHERLY FOR 1.9 KM (1.20 MI) TO A CATTLE GUARD.
 KX2357'CONTINUE STRAIGHT AHEAD AND GO SOUTH AND SOUTHEAST FOR 0.2 KM
 KX2357'(0.10 MI) TO A ROAD REFLECTOR POST ON THE RIGHT.  TURN HARD RIGHT AND
 KX2357'GO WEST ACROSS THE GRASS FOR 0.1 KM (0.05 MI) TO THE END OF RUNWAY
 KX2357'16-34 AND THE STATION.
 KX2357'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A ROUND CONCRETE
 KX2357'MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND.  LOCATED 55.5 M
 KX2357'(182.1 FT) NORTH FROM THE FIRST WHITE RUNWAY LIGHT SOUTHEAST FROM
 KX2357'RUNWAY END 16, 19.9 M (65.3 FT) EAST-NORTHEAST FROM THE MOST
 KX2357'NORTHEASTERLY LIGHT OF AN OLD SET OF THRESHOLD LIGHTS, AND 18.0 M
 KX2357'(59.1 FT) NORTHEAST FROM THE MOST NORTHEASTERLY LIGHT OF A NEW SET OF
 KX2357'THRESHOLD LIGHTS AND INLINE WITH THE NEW SET.
 KX2357'DESCRIBED BY G.A. MEANS, TYPED BY G.A. MEANS.
 KX2357
 KX2357                          STATION RECOVERY (1990)
 KX2357
 KX2357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 KX2357'THE STATION IS LOCATED ADJACENT TO RUNWAY END 16, 182.0 FT (55.5 M)
 KX2357'NORTH OF THE FIRST RUNWAY LIGHT SOUTHEAST OF THE RUNWAY END, 125.04 FT
 KX2357'(38.11 M) NORTHEAST OF THE CENTERLINE END OF RUNWAY 16, AND 65.3 FT
 KX2357'(19.9 M) SOUTHEAST OF THE MOST EASTERLY THRESHOLD LIGHT.  THE STATION
 KX2357'IS MARKED WITH A STANDARD CGS TOPOGRAPHIC STATION DISK, STAMPED---AP
 KX2357'1969 STA B2 PSB, SET IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE
 KX2357'SURFACE OF THE GROUND.
 KX2357
 KX2357                          STATION RECOVERY (1994)
 KX2357
 KX2357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 KX2357'RECOVERED IN GOOD CONDITION.
 KX2357
 KX2357                          STATION RECOVERY (1996)
 KX2357
 KX2357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 KX2357'RECOVERED AS DESCRIBED.  WITH THE FOLLOWING CORRECTION, THE AIRPORT
 KX2357'MANAGER IS DON BRANSTETTER, PHONE 814-342-2280.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9223 ***********************************************************************
 AA9223  SACS        -  This is a Secondary Airport Control Station.
 AA9223  DESIGNATION -  AP STA C PNE
 AA9223  PID         -  AA9223
 AA9223  STATE/COUNTY-  PA/PHILADELPHIA
 AA9223  USGS QUAD   -  FRANKFORD (1997)
 AA9223
 AA9223                         *CURRENT SURVEY CONTROL
 AA9223  ___________________________________________________________________
 AA9223* NAD 83(1992)-  40 05 23.45882(N)    075 00 03.88720(W)     ADJUSTED  
 AA9223* NAVD 88     -        33.80   (meters)     110.9    (feet)  GPS OBS   
 AA9223  ___________________________________________________________________
 AA9223  X           -   1,264,575.792 (meters)                     COMP
 AA9223  Y           -  -4,719,816.896 (meters)                     COMP
 AA9223  Z           -   4,085,623.404 (meters)                     COMP
 AA9223  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 AA9223  ELLIP HEIGHT-           0.65  (meters)          (08/09/01) GPS OBS
 AA9223  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 AA9223
 AA9223  HORZ ORDER  -  FIRST
 AA9223  ELLP ORDER  -  FOURTH    CLASS II
 AA9223
 AA9223.This mark is at Northeast Philadelphia Airport (PNE)
 AA9223
 AA9223.The horizontal coordinates were established by GPS observations
 AA9223.and adjusted by the National Geodetic Survey in April 1998..
 AA9223
 AA9223.The orthometric height was determined by GPS observations and a
 AA9223.high-resolution geoid model.
 AA9223
 AA9223.GPS derived orthometric heights for airport stations designated as
 AA9223.PACS or SACS are published to 2 decimal places.  This maintains
 AA9223.centimeter relative accuracy between the PACS and SACS.  It does
 AA9223.not indicate centimeter accuracy relative to other marks which are
 AA9223.part of the NAVD 88 network.
 AA9223
 AA9223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9223
 AA9223.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9223
 AA9223.The ellipsoidal height was determined by GPS observations
 AA9223.and is referenced to NAD 83.
 AA9223
 AA9223.The geoid height was determined by GEOID03.
 AA9223
 AA9223;                    North         East     Units Scale Factor Converg.
 AA9223;SPC PA S     -    87,647.760   834,390.215   MT  0.99997922   +1 47 00.5
 AA9223;SPC PA S     -   287,557.69  2,737,495.23   sFT  0.99997922   +1 47 00.5
 AA9223;UTM  18      - 4,437,729.732   499,907.951   MT  0.99960000   -0 00 02.5
 AA9223
 AA9223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9223!SPC PA S     -   0.99999990  x   0.99997922  =   0.99997912
 AA9223!UTM  18      -   0.99999990  x   0.99960000  =   0.99959990
 AA9223
 AA9223                          SUPERSEDED SURVEY CONTROL
 AA9223
 AA9223  ELLIP H (04/02/98)    0.75   (m)                       GP(       ) 4 2
 AA9223  NAD 83(1993)-  40 05 23.45878(N)    075 00 03.88717(W) AD(       ) 1
 AA9223  ELLIP H (11/30/95)    0.75   (m)                       GP(       ) 4 2
 AA9223
 AA9223.Superseded values are not recommended for survey control.
 AA9223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9223.See file dsdata.txt to determine how the superseded data were derived.
 AA9223
 AA9223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9990837730(NAD 83)
 AA9223_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA9223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9223_STAMPING: AP 1970 STA C PNE
 AA9223_MARK LOGO: CGS   
 AA9223_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9223+STABILITY: SURFACE MOTION
 AA9223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9223+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1996
 AA9223
 AA9223  HISTORY     - Date     Condition        Report By
 AA9223  HISTORY     - 1970     MONUMENTED       CGS
 AA9223  HISTORY     - 19891015 GOOD             NGS
 AA9223  HISTORY     - 19940826 GOOD             NGS
 AA9223  HISTORY     - 19961114 GOOD             NGS
 AA9223
 AA9223                          STATION DESCRIPTION
 AA9223
 AA9223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AA9223'LOCATED AT NORTH PHILADELPHIA AIRPORT, AT THE APPROACH END OF RUNWAY
 AA9223'END OF RUNWAY 24, 225.5 FT (68.7 M) SOUTHEAST OF THE FIRST RUNWAY
 AA9223'LIGHT WHICH IS ALONG THE SOUTHEAST SIDE OF THE RUNWAY, 199.94 FT
 AA9223'(60.94 M) SOUTH EAST OF THE CENTERLINE END OF RUNWAY 24, 123.4 FT
 AA9223'(37.6 M) SOUTH OF THE MOST SOUTHERLY THRESHOLD LIGHT AND 125 FT (38.1
 AA9223'M) SOUTHEAST OF THE CORNER OF THE RUNWAY.  A TOPOGRAPHIC STATION DISK
 AA9223'STAMPED---AP 1970 STA C PNE---, IN TOP OF A CONCRETE MONUMENT ABOUT
 AA9223'FLUSH WITH THE GROUND.
 AA9223
 AA9223                          STATION RECOVERY (1994)
 AA9223
 AA9223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9223'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) NORTHEAST OF DOWNTOWN
 AA9223'PHILIDELPHIA, AT THE NORTHEAST PHILIDELPHIA AIRPORT, AT THE APPROACH
 AA9223'END OF RUNWAY 24.  OWNERSHIP--CITY OF PHILIDELPHIA.  9800 ASHTON ROAD,
 AA9223'PHILIDELPHIA, PA 19114.  CONTACT RICHARD FREEMAN, AIRPORT MANAGER.
 AA9223'PHONE 215-673-4400.
 AA9223' 
 AA9223'TO REACH THE STATION FROM THE MIDDLE OF US HIGHWAY 1 (ROOSEVELT BLVD)
 AA9223'AND I276 OVERPASS, GO SOUTHWEST ON US HWY 1 FOR 5.0 MI (8.0 KM) TO THE
 AA9223'INTERSECTION OF GRANT AVE, THENCE 0.25 MI (0.40 KM) ON GRANT AVE TO
 AA9223'THE INTERSECTION OF ASHTON ROAD,THENCE 0.25 MI (0.40 KM) NORTHEAST ON
 AA9223'ASHTON ROAD TO THE NORTHEAST PHILADELPHIA AIRPORT TERMINAL BUILDING.
 AA9223' 
 AA9223'PROCEED 0.15 MI (0.24 KM) NORTHEASTERLY THROUGH A LOCKED GATE AND RAMP
 AA9223'TO TAXIWAY A, THENCE 0.05 MI (0.08 KM) ALONG TAXIWAY A TO TAXIWAY G,
 AA9223'THENCE 0.44 MI (0.71 KM) NORTHEAST ALONG TAXIWAY G CROSSING TUNWAY
 AA9223'15-33 TO TAXIWAY J, THENCE 0.2 MI (0.3 KM) NORTHWESTERLY ALONG TAXIWAY
 AA9223'J TO RUNWAY 6-24, THENCE 0.4 MI (0.6 KM) NORTHEASTALONG RUNWAY 6-24 TO
 AA9223'THE END OF THE RUNWAY AND THE STATION ON THE RIGHT SIDE OF THE
 AA9223'RUNWAY.
 AA9223' 
 AA9223'LOCATED 225.5 FT (68.7 M) SOUTHEAST OF THE FIRST RUNWAY LIGHT WHICH IS
 AA9223'ALONG THE SOUTHEAST SIDE OF THE RUNWAY, 199.94 FT (60.94 M) SOUTHEAST
 AA9223'OF THE CENTERLINE END OF RUNWAY 24, 123.4 FT (37.6 M) SOUTH OF THE
 AA9223'MOST SOUTHERLY THRESHOLD LIGHT AND 125 FT (38.1 M) SOUTHEAST OF THE
 AA9223'CORNER OF THE RUNWAY.
 AA9223' 
 AA9223'DESCRIBED BY DBC.
 AA9223
 AA9223                          STATION RECOVERY (1996)
 AA9223
 AA9223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9223'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1565 ***********************************************************************
 KX1565  DESIGNATION -  APOLLO BRIDGE
 KX1565  PID         -  KX1565
 KX1565  STATE/COUNTY-  PA/WESTMORELAND
 KX1565  USGS QUAD   -  VANDERGRIFT (1993)
 KX1565
 KX1565                         *CURRENT SURVEY CONTROL
 KX1565  ___________________________________________________________________
 KX1565* NAD 83(1986)-  40 34 47.     (N)    079 34 11.     (W)     SCALED    
 KX1565* NAVD 88     -       246.707  (meters)     809.40   (feet)  ADJUSTED  
 KX1565  ___________________________________________________________________
 KX1565  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 KX1565  DYNAMIC HT  -         246.583 (meters)     809.00  (feet)  COMP
 KX1565  MODELED GRAV-     980,116.9   (mgal)                       NAVD 88
 KX1565
 KX1565  VERT ORDER  -  FIRST     CLASS II
 KX1565
 KX1565.The horizontal coordinates were scaled from a topographic map and have
 KX1565.an estimated accuracy of +/- 6 seconds.
 KX1565
 KX1565.The orthometric height was determined by differential leveling
 KX1565.and adjusted by the National Geodetic Survey in June 1991..
 KX1565
 KX1565.The geoid height was determined by GEOID03.
 KX1565
 KX1565.The dynamic height is computed by dividing the NAVD 88
 KX1565.geopotential number by the normal gravity value computed on the
 KX1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1565.degrees latitude (g = 980.6199 gals.).
 KX1565
 KX1565.The modeled gravity was interpolated from observed gravity values.
 KX1565
 KX1565;                    North         East    Units  Estimated Accuracy
 KX1565;SPC PA S     -   139,980.      445,950.      MT  (+/- 180 meters Scaled)
 KX1565
 KX1565                          SUPERSEDED SURVEY CONTROL
 KX1565
 KX1565  NGVD 29 (??/??/92)  246.888  (m)          810.00   (f) ADJ UNCH    1 2
 KX1565
 KX1565.Superseded values are not recommended for survey control.
 KX1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1565.See file dsdata.txt to determine how the superseded data were derived.
 KX1565
 KX1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE210930(NAD 83)
 KX1565_MARKER: DD = SURVEY DISK
 KX1565_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1565_SP_SET: ABUTMENT
 KX1565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1565
 KX1565  HISTORY     - Date     Condition        Report By
 KX1565  HISTORY     - UNK      MONUMENTED       USGS
 KX1565  HISTORY     - 1941     GOOD             NGS
 KX1565  HISTORY     - 19911231 MARK NOT FOUND   LOCENG
 KX1565
 KX1565                          STATION DESCRIPTION
 KX1565
 KX1565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1565'12.8 MI SE FROM SCHENLEY.
 KX1565'IN WESTMORELAND COUNTY, ABOUT 12.8 MILES SOUTHEAST ALONG THE
 KX1565'PENNSYLVANIA RAILROAD FROM SCHENLEY, ARMSTRONG COUNTY, ABOUT 350
 KX1565'FEET WEST OF THE STATION AT WEST APOLLO, IN THE NORTHEAST CORNER
 KX1565'OF THE SOUTH ABUTMENT OF A HIGHWAY BRIDGE OVER THE RIVER, 140
 KX1565'FEET NORTH OF THE NORTH RAIL, ABOUT 15 FEET WEST OF THE CENTER
 KX1565'LINE OF THE HIGHWAY, AND 5 FEET LOWER THAN THE ROAD.  A
 KX1565'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK.
 KX1565
 KX1565                          STATION RECOVERY (1991)
 KX1565
 KX1565'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991 (DM)
 KX1565'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2095 ***********************************************************************
 KX2095  DESIGNATION -  APOLLO RADIO STATION WAVL MAST
 KX2095  PID         -  KX2095
 KX2095  STATE/COUNTY-  PA/ARMSTRONG
 KX2095  USGS QUAD   -  VANDERGRIFT (1993)
 KX2095
 KX2095                         *CURRENT SURVEY CONTROL
 KX2095  ___________________________________________________________________
 KX2095* NAD 83(1992)-  40 35 01.49875(N)    079 31 33.46797(W)     ADJUSTED  
 KX2095* NAVD 88     -                                                        
 KX2095  ___________________________________________________________________
 KX2095  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 KX2095  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KX2095
 KX2095  HORZ ORDER  -  THIRD
 KX2095
 KX2095.The horizontal coordinates were established by classical geodetic methods
 KX2095.and adjusted by the National Geodetic Survey in June 2002..
 KX2095
 KX2095
 KX2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2095
 KX2095.The geoid height was determined by GEOID03.
 KX2095
 KX2095;                    North         East     Units Scale Factor Converg.
 KX2095;SPC PA S     -   140,352.473   449,658.754   MT  0.99996219   -1 09 08.0
 KX2095;SPC PA S     -   460,473.07  1,475,255.43   sFT  0.99996219   -1 09 08.0
 KX2095;UTM  17      - 4,493,595.059   624,747.498   MT  0.99979155   +0 57 32.7
 KX2095
 KX2095                          SUPERSEDED SURVEY CONTROL
 KX2095
 KX2095  NAD 83(1986)-  40 35 01.50317(N)    079 31 33.47438(W) AD(       ) 4
 KX2095  NAD 27      -  40 35 01.27100(N)    079 31 34.31600(W) AD(       ) 3
 KX2095
 KX2095.Superseded values are not recommended for survey control.
 KX2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2095.See file dsdata.txt to determine how the superseded data were derived.
 KX2095
 KX2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE2474793595(NAD 83)
 KX2095_MARKER: 42 = RADIO/TV MAST
 KX2095
 KX2095  HISTORY     - Date     Condition        Report By
 KX2095  HISTORY     - 1958     FIRST OBSERVED   CGS
 KX2095
 KX2095                          STATION DESCRIPTION
 KX2095
 KX2095'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2095'THE STATION IS THE RED LIGHT ATOP A MAST WHICH IS LOCATED ON A HIGH
 KX2095'RIDGE APPROXIMATELY 0.5 MILE EAST OF APOLLO.
 KX2095'
 KX2095'THE MAST IS A TALL, SLENDER, RED AND WHITE PAINTED, THREE LEGGED
 KX2095'STEEL STRUCTURE WHICH IS APPROXIMATELY 150 FEET IN HEIGHT.
 KX2095'
 KX2095'NOTE- THIS STATION WAS NOT VISITED BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1853 ***********************************************************************
 MA1853  DESIGNATION -  APPLE
 MA1853  PID         -  MA1853
 MA1853  STATE/COUNTY-  PA/WARREN
 MA1853  USGS QUAD   -  SHEFFIELD (1973)
 MA1853
 MA1853                         *CURRENT SURVEY CONTROL
 MA1853  ___________________________________________________________________
 MA1853* NAD 83(1992)-  41 42 08.89532(N)    079 02 36.39260(W)     ADJUSTED  
 MA1853* NAVD 88     -       499.2    (meters)    1638.     (feet)  VERTCON   
 MA1853  ___________________________________________________________________
 MA1853  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 MA1853  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 MA1853
 MA1853  HORZ ORDER  -  SECOND
 MA1853
 MA1853.The horizontal coordinates were established by classical geodetic methods
 MA1853.and adjusted by the National Geodetic Survey in June 2002..
 MA1853
 MA1853.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA1853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA1853
 MA1853.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1853
 MA1853.The geoid height was determined by GEOID03.
 MA1853
 MA1853;                    North         East     Units Scale Factor Converg.
 MA1853;SPC PA N     -   171,362.712   492,346.887   MT  0.99996919   -0 51 20.4
 MA1853;SPC PA N     -   562,212.50  1,615,308.08   sFT  0.99996919   -0 51 20.4
 MA1853;UTM  17      - 4,618,592.298   662,793.767   MT  0.99992613   +1 18 06.9
 MA1853
 MA1853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1853!SPC PA N     -   0.99992679  x   0.99996919  =   0.99989598
 MA1853!UTM  17      -   0.99992679  x   0.99992613  =   0.99985292
 MA1853
 MA1853|---------------------------------------------------------------------|
 MA1853| PID    Reference Object                     Distance      Geod. Az  |
 MA1853|                                                           dddmmss.s |
 MA1853| CX3148 APPLE RM 1                           43.349 METERS 04533     |
 MA1853| CX3149 APPLE RM 2                           19.517 METERS 20102     |
 MA1853| MA0896 APPLE AZ MK                                        3512842.3 |
 MA1853|---------------------------------------------------------------------|
 MA1853
 MA1853                          SUPERSEDED SURVEY CONTROL
 MA1853
 MA1853  NAD 83(1996)-  41 42 08.89616(N)    079 02 36.39250(W) AD(       ) 2
 MA1853  NAD 83(1986)-  41 42 08.89710(N)    079 02 36.39190(W) AD(       ) 2
 MA1853  NAD 27      -  41 42 08.67828(N)    079 02 37.24988(W) AD(       ) 2
 MA1853  NGVD 29 (07/19/86)  499.3    (m)         1638.     (f) VERT ANG       
 MA1853
 MA1853.Superseded values are not recommended for survey control.
 MA1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1853.See file dsdata.txt to determine how the superseded data were derived.
 MA1853
 MA1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG6279418592(NAD 83)
 MA1853_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA1853_SETTING: 80 = SET IN A BOULDER
 MA1853_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MA1853
 MA1853  HISTORY     - Date     Condition        Report By
 MA1853  HISTORY     - 1967     MONUMENTED       CGS
 MA1853
 MA1853                          STATION DESCRIPTION
 MA1853
 MA1853'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MA1853'THE STATION IS LOCATED ABOUT 0.5 MILE WEST OF SHEFFIELD, 0.5 MILE
 MA1853'SOUTH OF U.S. HIGHWAY 6 AND ON THE NORTH SLOPE OF A HILL
 MA1853'OVERLOOKING THE TOWN OF SHEFFIELD.  THE PROPERTY IS OWNED BY MR.
 MA1853'WENDELL MCMILLEN.
 MA1853'
 MA1853'TO REACH THE STATION FROM THE POST OFFICE IN SHEFFIELD, GO WEST ON
 MA1853'STATE HIGHWAY 666 FOR 0.05 MILE TO A SIDE ROAD ON THE LEFT, TURN
 MA1853'LEFT AND GO SOUTH, CROSSING A STEEL BRIDGE, FOR 0.05 MILE TO A SIDE
 MA1853'ROAD ON THE RIGHT, TURN RIGHT AND GO WEST ON KEYSTONE AVENUE FOR 0.5
 MA1853'MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON BLOSS HILL
 MA1853'ROAD FOR 0.05 MILE TO A SIDE ROAD ON THE RIGHT, CONTINUE SOUTH ON THE
 MA1853'PAVED ROAD FOR 0.15 MILE TO A FARM DRIVE ON THE LEFT, TURN LEFT AND
 MA1853'GO EAST FOR 25 FEET TO A TRACK ROAD ON THE RIGHT, TURN RIGHT AND GO
 MA1853'SOUTH AND THEN EAST FOR 0.15 MILE TO A METAL BUILDING AND OIL
 MA1853'PUMP, PASS TO THE RIGHT AND CONTINUE EAST ON THE TRACK ROAD FOR 0.05
 MA1853'MILE TO THE END OF TRUCK TRAVEL.  PACK EAST FOR ABOUT 0.1 MILE TO A
 MA1853'LARGE BOULDER AND THE STATION.
 MA1853'
 MA1853'THE STATION MARK IS 7.2 FEET SOUTH OF A METAL WITNESS POST.  THE MARK
 MA1853'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE APPROXIMATE
 MA1853'CENTER OF A 9 BY 15 FOOT BOULDER WHICH PROJECTS 4 FEET ON THE WEST
 MA1853'SIDE AND IS STAMPED APPLE 1967.
 MA1853'
 MA1853'REFERENCE MARK NO. 1 IS 136.5 FEET NORTHEAST OF A METAL WITNESS POST
 MA1853'AND 134 FEET NORTHEAST OF THE NORTH END OF THE BOULDER.  THE
 MA1853'MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH
 MA1853'PROJECTS 3 INCHES AND IS STAMPED APPLE NO 1 1967.
 MA1853'
 MA1853'REFERENCE MARK NO. 2 IS 71.1 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 MA1853'POST AND 57 FEET SOUTH-SOUTHWEST OF THE SOUTH END OF THE BOULDER.
 MA1853'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER
 MA1853'FLUSH WITH THE GROUND AND IS STAMPED APPLE NO 2 1967.
 MA1853'
 MA1853'THE AZIMUTH MARK IS 42 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 MA1853'U.S. HIGHWAY 6, 3.6 FEET NORTH OF POWERLINE POLE NO.  48 AND 1.3 FEET
 MA1853'WEST-SOUTHWEST OF A METAL WITNESS POST.  THE MARK IS A STANDARD DISK
 MA1853'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES AND IS
 MA1853'STAMPED APPLE 1967.
 MA1853'
 MA1853'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN SHEFFIELD, GO WEST
 MA1853'ON STATE HIGHWAY 666 FOR 0.1 MILE TO THE JUNCTION OF U.S. HIGHWAY
 MA1853'6, TURN LEFT AND CONTINUE WEST FOR 0.9 MILE TO THE MARK ON THE LEFT.
 MA1853'
 MA1853'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0896 ***********************************************************************
 MA0896  DESIGNATION -  APPLE AZ MK
 MA0896  PID         -  MA0896
 MA0896  STATE/COUNTY-  PA/WARREN
 MA0896  USGS QUAD   -  SHEFFIELD (1973)
 MA0896
 MA0896                         *CURRENT SURVEY CONTROL
 MA0896  ___________________________________________________________________
 MA0896* NAD 83(1986)-  41 42 59.     (N)    079 02 47.     (W)     SCALED    
 MA0896* NAVD 88     -       409.443  (meters)    1343.31   (feet)  ADJUSTED  
 MA0896  ___________________________________________________________________
 MA0896  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 MA0896  DYNAMIC HT  -         409.273 (meters)    1342.76  (feet)  COMP
 MA0896  MODELED GRAV-     980,196.0   (mgal)                       NAVD 88
 MA0896
 MA0896  VERT ORDER  -  SECOND    CLASS 0
 MA0896
 MA0896.The horizontal coordinates were scaled from a topographic map and have
 MA0896.an estimated accuracy of +/- 6 seconds.
 MA0896
 MA0896.The orthometric height was determined by differential leveling
 MA0896.and adjusted by the National Geodetic Survey in June 1991..
 MA0896
 MA0896.The geoid height was determined by GEOID03.
 MA0896
 MA0896.The dynamic height is computed by dividing the NAVD 88
 MA0896.geopotential number by the normal gravity value computed on the
 MA0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0896.degrees latitude (g = 980.6199 gals.).
 MA0896
 MA0896.The modeled gravity was interpolated from observed gravity values.
 MA0896
 MA0896;                    North         East    Units  Estimated Accuracy
 MA0896;SPC PA N     -   172,910.      492,130.      MT  (+/- 180 meters Scaled)
 MA0896
 MA0896                          SUPERSEDED SURVEY CONTROL
 MA0896
 MA0896  NGVD 29 (??/??/92)  409.592  (m)         1343.80   (f) ADJ UNCH    2 0
 MA0896
 MA0896.Superseded values are not recommended for survey control.
 MA0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0896.See file dsdata.txt to determine how the superseded data were derived.
 MA0896
 MA0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG625201(NAD 83)
 MA0896_MARKER: DZ = AZIMUTH MARK DISK
 MA0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0896_STAMPING: APPLE 1967
 MA0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0896+STABILITY: SURFACE MOTION
 MA0896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0896+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2002
 MA0896
 MA0896  HISTORY     - Date     Condition        Report By
 MA0896  HISTORY     - 1967     MONUMENTED       CGS
 MA0896  HISTORY     - 1968     GOOD             NGS
 MA0896  HISTORY     - 20020825 GOOD             USPSQD
 MA0896
 MA0896                          STATION DESCRIPTION
 MA0896
 MA0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MA0896'1.1 MI W FROM SHEFFIELD.
 MA0896'ABOUT 1.1 MILES WEST ALONG THE U.S. HIGHWAY 6 FROM ITS JUNCTION
 MA0896'WITH STATE HIGHWAY 666 IN SHEFFIELD, 41 FEET SOUTHWEST OF THE
 MA0896'CENTERLINE OF HIGHWAY, 20 FEET WEST OF THE NORTHWEST END OF A
 MA0896'METAL GUARD RAIL, 3.7 FEET NORTH OF POWER LINE POLE NO. 48, SET
 MA0896'IN THE TOP OF A CONCRETE POST PROJECTING 2-INCHES AND IS ABOUT
 MA0896'4 FEET BELOW THE LEVEL OF THE HIGHWAY.
 MA0896
 MA0896                          STATION RECOVERY (2002)
 MA0896
 MA0896'RECOVERY NOTE BY US POWER SQUADRON 2002 (PR)
 MA0896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1620 ***********************************************************************
 LY1620  DESIGNATION -  APPLES
 LY1620  PID         -  LY1620
 LY1620  STATE/COUNTY-  PA/LACKAWANNA
 LY1620  USGS QUAD   -  MOSCOW (1976)
 LY1620
 LY1620                         *CURRENT SURVEY CONTROL
 LY1620  ___________________________________________________________________
 LY1620* NAD 83(1992)-  41 21 17.77368(N)    075 31 50.28366(W)     ADJUSTED  
 LY1620* NAVD 88     -       510.486  (meters)    1674.82   (feet)  ADJUSTED  
 LY1620  ___________________________________________________________________
 LY1620  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 LY1620  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 LY1620  DYNAMIC HT  -         510.261 (meters)    1674.08  (feet)  COMP
 LY1620  MODELED GRAV-     980,166.8   (mgal)                       NAVD 88
 LY1620
 LY1620  HORZ ORDER  -  SECOND
 LY1620  VERT ORDER  -  SECOND    CLASS 0
 LY1620
 LY1620.The horizontal coordinates were established by classical geodetic methods
 LY1620.and adjusted by the National Geodetic Survey in June 2002..
 LY1620
 LY1620.The orthometric height was determined by differential leveling
 LY1620.and adjusted by the National Geodetic Survey in June 1991..
 LY1620
 LY1620.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY1620
 LY1620.The geoid height was determined by GEOID03.
 LY1620
 LY1620.The dynamic height is computed by dividing the NAVD 88
 LY1620.geopotential number by the normal gravity value computed on the
 LY1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1620.degrees latitude (g = 980.6199 gals.).
 LY1620
 LY1620.The modeled gravity was interpolated from observed gravity values.
 LY1620
 LY1620;                    North         East     Units Scale Factor Converg.
 LY1620;SPC PA N     -   134,341.151   785,693.224   MT  0.99995743   +1 28 05.5
 LY1620;SPC PA N     -   440,750.93  2,577,728.52   sFT  0.99995743   +1 28 05.5
 LY1620;UTM  18      - 4,578,295.476   455,613.017   MT  0.99962425   -0 21 02.2
 LY1620
 LY1620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY1620!SPC PA N     -   0.99992487  x   0.99995743  =   0.99988230
 LY1620!UTM  18      -   0.99992487  x   0.99962425  =   0.99954915
 LY1620
 LY1620|---------------------------------------------------------------------|
 LY1620| PID    Reference Object                     Distance      Geod. Az  |
 LY1620|                                                           dddmmss.s |
 LY1620| LY1621 APPLES RM 1                          19.220 METERS 00258     |
 LY1620| LY2719 MOSCOW                              APPROX. 2.5 KM 1141711.4 |
 LY1620| LY1619 APPLES RM 2                          17.056 METERS 12319     |
 LY1620|---------------------------------------------------------------------|
 LY1620
 LY1620                          SUPERSEDED SURVEY CONTROL
 LY1620
 LY1620  NAD 83(1996)-  41 21 17.77373(N)    075 31 50.28651(W) AD(       ) 2
 LY1620  NAD 83(1986)-  41 21 17.77389(N)    075 31 50.28648(W) AD(       ) 2
 LY1620  NAD 27      -  41 21 17.47830(N)    075 31 51.60340(W) AD(       ) 2
 LY1620  NGVD 29 (??/??/92)  510.710  (m)         1675.55   (f) ADJ UNCH    2 0
 LY1620
 LY1620.Superseded values are not recommended for survey control.
 LY1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1620.See file dsdata.txt to determine how the superseded data were derived.
 LY1620
 LY1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL5561378295(NAD 83)
 LY1620_MARKER: DS = TRIANGULATION STATION DISK
 LY1620_SETTING: 66 = SET IN ROCK OUTCROP
 LY1620_SP_SET: BEDROCK
 LY1620_STAMPING: APPLES STATION 1959
 LY1620_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY1620+STABILITY: POSITION/ELEVATION WELL
 LY1620
 LY1620  HISTORY     - Date     Condition        Report By
 LY1620  HISTORY     - 1959     MONUMENTED       CGS
 LY1620  HISTORY     - 1959     GOOD             CGS
 LY1620  HISTORY     - 1973     SEE DESCRIPTION  NGS
 LY1620  HISTORY     - 1984     GOOD             PWPCO
 LY1620
 LY1620                          STATION DESCRIPTION
 LY1620
 LY1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY1620'THE STATION IS LOCATED ON THE EAST SLOPE OF A HILL IN AN APPLE
 LY1620'ORCHARD, ABOUT 1.5 MILES SOUTH-SOUTHEAST OF ELMHURST, ABOUT 1.3
 LY1620'MILES NORTHWEST OF MOSCOW AND ABOUT 0.2 MILE WEST OF U.S. HIGHWAY
 LY1620'611.  IT IS 30 FEET SOUTHEAST OF THE INTERSECTION OF A TRACK
 LY1620'ROAD FORK, 18 FEET EAST OF THE CENTER OF A TRACK ROAD AND 13.5 FEET
 LY1620'NORTH-WEST OF AN 8-INCH APPLE TREE.
 LY1620'
 LY1620'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 611, STATE
 LY1620'HIGHWAY 690, THE INTERSECTION OF MAIN STREET AND CHURCH STREET
 LY1620'IN THE WEST SECTION OF MOSCOW.  GO NORTH ON MAIN STREET AND U.S.
 LY1620'HIGHWAY 611 FOR 1.34 MILES TO A LARGE APPLE STORE ON THE RIGHT,
 LY1620'EAST, SIDE OF THE HIGHWAY AND A DRIVEWAY ON THE LEFT, WEST, SIDE OF
 LY1620'THE HIGHWAY.  TURN LEFT AND GO WEST ON THE DRIVEWAY, UPHILL, FOR
 LY1620'0.05 MILE TO THE WEST END OF A LARGE BARN AND A FORK, CONTINUE WEST
 LY1620'ON A TRACK ROAD, UPHILL, FOR 0.15 MILE TO A FORK.  TAKE THE RIGHT
 LY1620'FORK AND GO NORTH-NORTHWEST ON AN ORCHARD ROAD FOR 0.07 MILE TO A
 LY1620'CROSSROAD, CONTINUE NORTH-NORTHWEST ON THE ORCHARD ROAD FOR 0.04 MILE
 LY1620'TO A DIM TRACK ROAD FORK, AT A POINT WHERE THE ROAD STARTS DOWN
 LY1620'GRADE AND A LARGE BEDROCK FORMATION ON THE RIGHT, EAST, SIDE OF THE
 LY1620'TRACK ROAD AND THE STATION AS DESCRIBED.
 LY1620'
 LY1620'THE STATION MARK, A STANDARD DISK STAMPED APPLES 1959, IS CEMENTED IN
 LY1620'A DRILL HOLE IN THE TOP OF A LARGE BEDROCK FORMATION WHICH IS
 LY1620'FLUSH WITH THE SURFACE OF THE GROUND.
 LY1620'
 LY1620'REFERENCE MARK 1, A STANDARD DISK STAMPED APPLES NO 1 1959, IS
 LY1620'CEMENTED IN A DRILL HOLE IN TOP OF BEDROCK WHICH IS FLUSH WITH THE
 LY1620'SURFACE OF THE GROUND.  IT IS 40.8 FEET EAST OF A 4-INCH APPLE TREE
 LY1620'WHICH IS BETWEEN TWO TRACK ROADS.  THE MARK IS ABOUT 2 FEET LOWER
 LY1620'THAN THE STATION.
 LY1620'
 LY1620'REFERENCE MARK 2, A STANDARD DISK STAMPED APPLES NO 2 1959, IS
 LY1620'CEMENTED IN A DRILL HOLE IN TOP OF BEDROCK WHICH IS FLUSH WITH THE
 LY1620'SURFACE OF THE GROUND.  IT IS 38 FEET EAST OF THE CENTER OF A TRACK
 LY1620'ROAD AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 LY1620'
 LY1620'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  WITH SOME
 LY1620'CLEARING OR BY TYING DOWN SOME APPLE TREE BRANCHES, STATION
 LY1620'MOSCOW WILL SEE FROM GROUND TO GROUND AND MAY BE USED FOR AN AZIMUTH
 LY1620'MARK.
 LY1620'
 LY1620'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 LY1620
 LY1620                          STATION RECOVERY (1959)
 LY1620
 LY1620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LY1620'1.5 MI NW FROM MOSCOW.
 LY1620'1.3 MILE NORTH WEST ALONG U.S. 61 FROM THE RAILROAD STATION IN
 LY1620'MOSCOW THENCE 0.2 MILE WEST ON FARM LANE AND DRIVE, SET IN TOP
 LY1620'AND 3 FEET WEST OF THE EAST END OF AN EXPOSED AREA ABOUT 3 FEET
 LY1620'BY 12 FEET OF FLAT BED FLAG STONE ROCK WHICH IF FLUSH WITH
 LY1620'THE GROUND, 63 FEET SOUTH-SOUTH WEST OF RM NO. 1, 56 FEET NORTH
 LY1620'WEST OF RM NO. 2, 16 FEET NORTH EAST OF THE CENTERLINE OF THE
 LY1620'TRACK ROAD, 14 FEET NORTH OF A WINE SAP APPLE TREE, ABOUT LEVEL
 LY1620'WITH THE GROUND.
 LY1620
 LY1620                          STATION RECOVERY (1973)
 LY1620
 LY1620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RH)
 LY1620'THE STATION AND REFERENCE MARKS ( 1 AND 2) WERE RECOVERED AS
 LY1620'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 LY1620
 LY1620                          STATION RECOVERY (1984)
 LY1620
 LY1620'RECOVERY NOTE BY PENNSYLVANIA WATER AND POWER COMPANY 1984 (RL)
 LY1620'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 LY1620'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1621 ***********************************************************************
 LY1621  DESIGNATION -  APPLES RM 1
 LY1621  PID         -  LY1621
 LY1621  STATE/COUNTY-  PA/LACKAWANNA
 LY1621  USGS QUAD   -  MOSCOW (1976)
 LY1621
 LY1621                         *CURRENT SURVEY CONTROL
 LY1621  ___________________________________________________________________
 LY1621* NAD 83(1986)-  41 21 17.     (N)    075 31 49.     (W)     SCALED    
 LY1621* NAVD 88     -       509.492  (meters)    1671.56   (feet)  ADJUSTED  
 LY1621  ___________________________________________________________________
 LY1621  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 LY1621  DYNAMIC HT  -         509.268 (meters)    1670.82  (feet)  COMP
 LY1621  MODELED GRAV-     980,166.7   (mgal)                       NAVD 88
 LY1621
 LY1621  VERT ORDER  -  SECOND    CLASS 0
 LY1621
 LY1621.The horizontal coordinates were scaled from a topographic map and have
 LY1621.an estimated accuracy of +/- 6 seconds.
 LY1621
 LY1621.The orthometric height was determined by differential leveling
 LY1621.and adjusted by the National Geodetic Survey in June 1991..
 LY1621
 LY1621.The geoid height was determined by GEOID03.
 LY1621
 LY1621.The dynamic height is computed by dividing the NAVD 88
 LY1621.geopotential number by the normal gravity value computed on the
 LY1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1621.degrees latitude (g = 980.6199 gals.).
 LY1621
 LY1621.The modeled gravity was interpolated from observed gravity values.
 LY1621
 LY1621;                    North         East    Units  Estimated Accuracy
 LY1621;SPC PA N     -   134,320.      785,720.      MT  (+/- 180 meters Scaled)
 LY1621
 LY1621                          SUPERSEDED SURVEY CONTROL
 LY1621
 LY1621  NGVD 29 (??/??/92)  509.716  (m)         1672.29   (f) ADJ UNCH    2 0
 LY1621
 LY1621.Superseded values are not recommended for survey control.
 LY1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1621.See file dsdata.txt to determine how the superseded data were derived.
 LY1621
 LY1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL556782(NAD 83)
 LY1621_MARKER: DR = REFERENCE MARK DISK
 LY1621_SETTING: 80 = SET IN A BOULDER
 LY1621_SP_SET: BOULDER
 LY1621_STAMPING: APPLES NO 1 1959
 LY1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1621+STABILITY: SURFACE MOTION
 LY1621
 LY1621  HISTORY     - Date     Condition        Report By
 LY1621  HISTORY     - 1959     MONUMENTED       CGS
 LY1621
 LY1621                          STATION DESCRIPTION
 LY1621
 LY1621'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1621'1.5 MI NW FROM MOSCOW.
 LY1621'1.3 MILE NORTH WEST ALONG U.S. 61 FROM THE RAILROAD STATION IN
 LY1621'MOSCOW THENCE 0.2 MILE WEST ON FARM LANE AND DRIVE, SET IN TOP
 LY1621'CENTER OF A 3 FOOT BY 4 FOOT BOULDER PROJECTING ABOUT 10 INCHES
 LY1621'ABOVE THE GROUND, 29 FEET NORTH EAST OF THE CENTERLINE OF TRACK
 LY1621'ROAD, 63 FEET NORTH-NORTH EAST OF THE STATION BM, ABOUT 1 FOOT
 LY1621'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1619 ***********************************************************************
 LY1619  DESIGNATION -  APPLES RM 2
 LY1619  PID         -  LY1619
 LY1619  STATE/COUNTY-  PA/LACKAWANNA
 LY1619  USGS QUAD   -  MOSCOW (1976)
 LY1619
 LY1619                         *CURRENT SURVEY CONTROL
 LY1619  ___________________________________________________________________
 LY1619* NAD 83(1986)-  41 21 17.     (N)    075 31 49.     (W)     SCALED    
 LY1619* NAVD 88     -       509.656  (meters)    1672.10   (feet)  ADJUSTED  
 LY1619  ___________________________________________________________________
 LY1619  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 LY1619  DYNAMIC HT  -         509.432 (meters)    1671.36  (feet)  COMP
 LY1619  MODELED GRAV-     980,166.7   (mgal)                       NAVD 88
 LY1619
 LY1619  VERT ORDER  -  SECOND    CLASS 0
 LY1619
 LY1619.The horizontal coordinates were scaled from a topographic map and have
 LY1619.an estimated accuracy of +/- 6 seconds.
 LY1619
 LY1619.The orthometric height was determined by differential leveling
 LY1619.and adjusted by the National Geodetic Survey in June 1991..
 LY1619
 LY1619.The geoid height was determined by GEOID03.
 LY1619
 LY1619.The dynamic height is computed by dividing the NAVD 88
 LY1619.geopotential number by the normal gravity value computed on the
 LY1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1619.degrees latitude (g = 980.6199 gals.).
 LY1619
 LY1619.The modeled gravity was interpolated from observed gravity values.
 LY1619
 LY1619;                    North         East    Units  Estimated Accuracy
 LY1619;SPC PA N     -   134,320.      785,720.      MT  (+/- 180 meters Scaled)
 LY1619
 LY1619                          SUPERSEDED SURVEY CONTROL
 LY1619
 LY1619  NGVD 29 (??/??/92)  509.881  (m)         1672.83   (f) ADJ UNCH    2 0
 LY1619
 LY1619.Superseded values are not recommended for survey control.
 LY1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1619.See file dsdata.txt to determine how the superseded data were derived.
 LY1619
 LY1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL556782(NAD 83)
 LY1619_MARKER: DR = REFERENCE MARK DISK
 LY1619_SETTING: 80 = SET IN A BOULDER
 LY1619_SP_SET: BOULDER
 LY1619_STAMPING: APPLES NO 2 1959
 LY1619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1619+STABILITY: SURFACE MOTION
 LY1619
 LY1619  HISTORY     - Date     Condition        Report By
 LY1619  HISTORY     - 1959     MONUMENTED       CGS
 LY1619
 LY1619                          STATION DESCRIPTION
 LY1619
 LY1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1619'1.5 MI NW FROM MOSCOW.
 LY1619'1.3 MILE NORTH WEST ALONG U.S. 61 FROM THE RAILROAD STATION IN
 LY1619'MOSCOW THENCE 0.2 MILE WEST ON FARM LANE AND DRIVE, SET IN TOP
 LY1619'CENTER OF A 4 FOOT BY 4 FOOT BOULDER FLUSH WITH THE GROUND, 56
 LY1619'FEET SOUTH EAST OF THE STATION BM, 39 FEET NORTH EAST OF THE
 LY1619'CENTERLINE OF THE TRACK ROAD, ABOUT 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU4493 ***********************************************************************
 JU4493  DESIGNATION -  ARAMINGO 1
 JU4493  PID         -  JU4493
 JU4493  STATE/COUNTY-  PA/PHILADELPHIA
 JU4493  USGS QUAD   -  CAMDEN (1995)
 JU4493
 JU4493                         *CURRENT SURVEY CONTROL
 JU4493  ___________________________________________________________________
 JU4493* NAD 83(1996)-  39 59 54.04901(N)    075 05 15.96188(W)     ADJUSTED  
 JU4493* NAVD 88     -         5.2    (meters)      17.     (feet)  GPS OBS   
 JU4493  ___________________________________________________________________
 JU4493  X           -   1,259,109.920 (meters)                     COMP
 JU4493  Y           -  -4,728,020.356 (meters)                     COMP
 JU4493  Z           -   4,077,827.142 (meters)                     COMP
 JU4493  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 JU4493  ELLIP HEIGHT-         -27.73  (meters)          (08/10/01) GPS OBS
 JU4493  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JU4493
 JU4493  HORZ ORDER  -  FIRST
 JU4493  ELLP ORDER  -  FOURTH    CLASS II
 JU4493
 JU4493.The horizontal coordinates were established by GPS observations
 JU4493.and adjusted by the National Geodetic Survey in May 1999..
 JU4493
 JU4493.The orthometric height was determined by GPS observations and a
 JU4493.high-resolution geoid model.
 JU4493
 JU4493.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4493
 JU4493.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4493
 JU4493.The ellipsoidal height was determined by GPS observations
 JU4493.and is referenced to NAD 83.
 JU4493
 JU4493.The geoid height was determined by GEOID03.
 JU4493
 JU4493;                    North         East     Units Scale Factor Converg.
 JU4493;SPC PA S     -    77,266.030   827,307.211   MT  0.99999047   +1 43 38.1
 JU4493;SPC PA S     -   253,496.97  2,714,257.07   sFT  0.99999047   +1 43 38.1
 JU4493;SPC NJ       -   129,496.348    99,811.947   MT  0.99993100   -0 22 40.1
 JU4493;SPC NJ       -   424,855.94    327,466.36   sFT  0.99993100   -0 22 40.1
 JU4493;UTM  18      - 4,427,577.434   492,508.038   MT  0.99960069   -0 03 23.1
 JU4493
 JU4493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4493!SPC PA S     -   1.00000435  x   0.99999047  =   0.99999482
 JU4493!SPC NJ       -   1.00000435  x   0.99993100  =   0.99993535
 JU4493!UTM  18      -   1.00000435  x   0.99960069  =   0.99960504
 JU4493
 JU4493                          SUPERSEDED SURVEY CONTROL
 JU4493
 JU4493  NAD 83(1992)-  39 59 54.04847(N)    075 05 15.96221(W) AD(       ) 1
 JU4493  ELLIP H (06/28/94)  -27.78   (m)                       GP(       ) 4 1
 JU4493
 JU4493.Superseded values are not recommended for survey control.
 JU4493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4493.See file dsdata.txt to determine how the superseded data were derived.
 JU4493
 JU4493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9250827577(NAD 83)
 JU4493_MARKER: DD = SURVEY DISK
 JU4493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4493_SP_SET: CONCRETE POST
 JU4493_STAMPING: ARAMINGO 1 1993
 JU4493_MARK LOGO: PA6540
 JU4493_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JU4493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4493+STABILITY: SURFACE MOTION
 JU4493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4493+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2001
 JU4493
 JU4493  HISTORY     - Date     Condition        Report By
 JU4493  HISTORY     - 1993     MONUMENTED       PA6540
 JU4493  HISTORY     - 19990111 GOOD             NJGS
 JU4493  HISTORY     - 20000614 GOOD             TWT
 JU4493  HISTORY     - 20011107 GOOD             STEWRT
 JU4493
 JU4493                          STATION DESCRIPTION
 JU4493
 JU4493'DESCRIBED BY CITY OF PHILADELPHIA PENNSYLVANIA 1993
 JU4493'THE STATION IS LOCATED IN THE 45TH WARD OF THE CITY OF
 JU4493'PHILADELPHIA.THE STATION IS 588.54 FT (179.39 M) NORTHEAST OF THE
 JU4493'NORTHEAST CURB LINE OF WHEATSHEAF LANE AND 1.62 FT (0.49 M) NORTHWEST
 JU4493'OF THE NORTHWEST CURB LINE OF ARAMINGO AVENUE, AND IS 0.3 FT (0.1 M)
 JU4493'BELOW THE GRASS SURFACE. THE MARK IS LOCATED IN A GRASS STRIP IN THE
 JU4493'FOOTWAY OF ARAMINGO AVENUE. THE MARK IS A CITY OF PHILADELPHIA
 JU4493'HORIZONTAL CONTROL NETWORK BRASS DISC STAMPED ARAMINGO 1 1993
 JU4493'TO REACH THE STATION FROM CITY HALL IN CENTER CITY PHILADELPHIA, TAKE
 JU4493'I-95 NORTH TO THE ALLEGHENY EXIT TO WESTMORELAND STREET. TURN LEFT
 JU4493'ONTO WESTMORELAND STREET AND GO 0.5 MI (0.8 KM) TO ARAMINGO AVENUE.
 JU4493'TURN RIGHT ONTO ARAMINGO AVENUE AND GO 0.9 MI (1.4 KM) TO WHEATSHEAF
 JU4493'LANE.
 JU4493
 JU4493                          STATION RECOVERY (1999)
 JU4493
 JU4493'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (ECB)
 JU4493'ADDITIONALLY, THE STATION IS 3.7M WEST FROM AN ALUMINUM OVERHEAD
 JU4493'STREET LIGHT, AND 51.5M NORTH FROM THE CENTER LINE OF AN OVERHEAD
 JU4493'RAILROAD BRIDGE.
 JU4493
 JU4493                          STATION RECOVERY (2000)
 JU4493
 JU4493'RECOVERY NOTE BY TWT CONS ENG 2000 (DJR)
 JU4493'RECOVERED IN GOOD CONDITION.
 JU4493
 JU4493                          STATION RECOVERY (2001)
 JU4493
 JU4493'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2001 (JMS)
 JU4493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU4494 ***********************************************************************
 JU4494  DESIGNATION -  ARAMINGO 2
 JU4494  PID         -  JU4494
 JU4494  STATE/COUNTY-  PA/PHILADELPHIA
 JU4494  USGS QUAD   -  CAMDEN (1995)
 JU4494
 JU4494                         *CURRENT SURVEY CONTROL
 JU4494  ___________________________________________________________________
 JU4494* NAD 83(1996)-  39 58 52.92426(N)    075 07 02.96976(W)     ADJUSTED  
 JU4494* NAVD 88     -         4.2    (meters)      14.     (feet)  GPS OBS   
 JU4494  ___________________________________________________________________
 JU4494  X           -   1,256,967.887 (meters)                     COMP
 JU4494  Y           -  -4,729,843.120 (meters)                     COMP
 JU4494  Z           -   4,076,382.101 (meters)                     COMP
 JU4494  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 JU4494  ELLIP HEIGHT-         -28.72  (meters)          (08/10/01) GPS OBS
 JU4494  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JU4494
 JU4494  HORZ ORDER  -  FIRST
 JU4494  ELLP ORDER  -  FOURTH    CLASS II
 JU4494
 JU4494.The horizontal coordinates were established by GPS observations
 JU4494.and adjusted by the National Geodetic Survey in May 1999..
 JU4494
 JU4494.The orthometric height was determined by GPS observations and a
 JU4494.high-resolution geoid model.
 JU4494
 JU4494.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4494
 JU4494.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4494
 JU4494.The ellipsoidal height was determined by GPS observations
 JU4494.and is referenced to NAD 83.
 JU4494
 JU4494.The geoid height was determined by GEOID03.
 JU4494
 JU4494;                    North         East     Units Scale Factor Converg.
 JU4494;SPC PA S     -    75,305.537   824,826.222   MT  0.99999284   +1 42 28.6
 JU4494;SPC PA S     -   247,064.92  2,706,117.36   sFT  0.99999284   +1 42 28.6
 JU4494;SPC NJ       -   127,628.413    97,260.776   MT  0.99993423   -0 23 48.4
 JU4494;SPC NJ       -   418,727.55    319,096.40   sFT  0.99993423   -0 23 48.4
 JU4494;UTM  18      - 4,425,695.845   489,968.226   MT  0.99960124   -0 04 31.8
 JU4494
 JU4494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4494!SPC PA S     -   1.00000451  x   0.99999284  =   0.99999735
 JU4494!SPC NJ       -   1.00000451  x   0.99993423  =   0.99993874
 JU4494!UTM  18      -   1.00000451  x   0.99960124  =   0.99960574
 JU4494
 JU4494                          SUPERSEDED SURVEY CONTROL
 JU4494
 JU4494  NAD 83(1992)-  39 58 52.92372(N)    075 07 02.97007(W) AD(       ) 1
 JU4494  ELLIP H (06/28/94)  -28.77   (m)                       GP(       ) 4 1
 JU4494
 JU4494.Superseded values are not recommended for survey control.
 JU4494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4494.See file dsdata.txt to determine how the superseded data were derived.
 JU4494
 JU4494_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8996825696(NAD 83)
 JU4494_MARKER: DD = SURVEY DISK
 JU4494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4494_SP_SET: CONCRETE POST
 JU4494_STAMPING: ARAMINGO 2 1993
 JU4494_MARK LOGO: PA6540
 JU4494_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JU4494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4494+STABILITY: SURFACE MOTION
 JU4494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4494+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JU4494
 JU4494  HISTORY     - Date     Condition        Report By
 JU4494  HISTORY     - 1993     MONUMENTED       PA6540
 JU4494
 JU4494                          STATION DESCRIPTION
 JU4494
 JU4494'DESCRIBED BY CITY OF PHILADELPHIA PENNSYLVANIA 1993
 JU4494'THE STATION IS LOCATED IN THE 31ST WARD OF THE CITY OF
 JU4494'PHILADELPHIA,AND IS 18.00 FT (5.49 M) SOUTHWEST OF THE SOUTHWEST CURB
 JU4494'LINE OF LEHIGH AVENUE PRODUCED ACROSS ARAMINGO AVENUE AND 32.30 FT
 JU4494'(9.85 M) SOUTHEAST OF THE NORTHWEST CURB LINE OF ARAMINGO AVENUE. THE
 JU4494'MARK IS 0.3 FT (0.1 M) BELOW THE SURFACE OF A CONCRETE ISLAND IN THE
 JU4494'BED OF ARAMINGO AVENUE AND IS COVERED BY A CIRCULAR ALUMINUM BOX
 JU4494'COVER. THE MARK IS A CITY OF PHILADELPHIA HORIZONTAL CONTROL NETWORK
 JU4494'BRASS DISK STAMPED ARAMINGO 2 1993. REMOVAL OF THE MONUMENT COVER
 JU4494'REQUIRES A SPECIAL TOOL WHICH MAY BE OBTAINED AT THE CITY SURVEYOR
 JU4494'FTS OFFICE.
 JU4494'TO REACH FROM CITY HALL IN CENTER CITY PHILADELPHIA, TAKE I-95 NORTH
 JU4494'TO THE ALLEGHENY EXIT TO WESTMORELAND STREET. TURN LEFT ON
 JU4494'WESTMORELAND STREET AND GO 0.5 MI (0.8 KM) TO ARAMINGO AVENUE. TURN
 JU4494'LEFT ON ARAMINGO AVENUE AND GO 0.9 MI (1.4 KM) TO LEHIGH AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3757 ***********************************************************************
 KV3757  DESIGNATION -  ARCO
 KV3757  PID         -  KV3757
 KV3757  STATE/COUNTY-  PA/CHESTER
 KV3757  USGS QUAD   -  VALLEY FORGE (1992)
 KV3757
 KV3757                         *CURRENT SURVEY CONTROL
 KV3757  ___________________________________________________________________
 KV3757* NAD 83(1992)-  40 05 17.24311(N)    075 28 46.33159(W)     ADJUSTED  
 KV3757* NAVD 88     -       198.7    (meters)     652.     (feet)  VERTCON   
 KV3757  ___________________________________________________________________
 KV3757  X           -   1,225,181.139 (meters)                     COMP
 KV3757  Y           -  -4,730,453.553 (meters)                     COMP
 KV3757  Z           -   4,085,582.641 (meters)                     COMP
 KV3757  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 KV3757  ELLIP HEIGHT-         165.11  (meters)          (06/21/02) GPS OBS
 KV3757  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 KV3757
 KV3757  HORZ ORDER  -  SECOND
 KV3757  ELLP ORDER  -  FOURTH    CLASS I
 KV3757
 KV3757.The horizontal coordinates were established by GPS observations
 KV3757.and adjusted by the National Geodetic Survey in June 2002..
 KV3757
 KV3757.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV3757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV3757
 KV3757.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV3757
 KV3757.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3757
 KV3757.The ellipsoidal height was determined by GPS observations
 KV3757.and is referenced to NAD 83.
 KV3757
 KV3757.The geoid height was determined by GEOID03.
 KV3757
 KV3757;                    North         East     Units Scale Factor Converg.
 KV3757;SPC PA S     -    86,296.708   793,608.848   MT  0.99997941   +1 28 23.0
 KV3757;SPC PA S     -   283,125.12  2,603,698.36   sFT  0.99997941   +1 28 23.0
 KV3757;UTM  18      - 4,437,648.261   459,119.489   MT  0.99962057   -0 18 31.7
 KV3757
 KV3757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3757!SPC PA S     -   0.99997410  x   0.99997941  =   0.99995351
 KV3757!UTM  18      -   0.99997410  x   0.99962057  =   0.99959468
 KV3757
 KV3757:                Primary Azimuth Mark                     Grid Az
 KV3757:SPC PA S     -  MAINLAND RM 3                            023 58 06.3
 KV3757:UTM  18      -  MAINLAND RM 3                            025 45 01.0
 KV3757
 KV3757|---------------------------------------------------------------------|
 KV3757| PID    Reference Object                     Distance      Geod. Az  |
 KV3757|                                                           dddmmss.s |
 KV3757| KV3790 MAINLAND RM 3                       APPROX.20.3 KM 0252629.3 |
 KV3757| CB2640 ARCO RM 1                            23.947 METERS 05121     |
 KV3757| KV3758 PHOENIXVILLE ARCO MICROWAVE          30.594 METERS 29240     |
 KV3757| CB2641 ARCO RM 2                            23.947 METERS 30045     |
 KV3757|---------------------------------------------------------------------|
 KV3757
 KV3757                          SUPERSEDED SURVEY CONTROL
 KV3757
 KV3757  NAD 83(1996)-  40 05 17.24178(N)    075 28 46.33126(W) AD(       ) 2
 KV3757  NAD 83(1991)-  40 05 17.23882(N)    075 28 46.33408(W) AD(       ) 2
 KV3757  ELLIP H (01/27/92)  165.29   (m)                       GP(       ) 4 1
 KV3757  NAD 83(1986)-  40 05 17.23763(N)    075 28 46.33630(W) AD(       ) 2
 KV3757  NAD 83(1986)-  40 05 17.23857(N)    075 28 46.33626(W) AD(       ) 1
 KV3757  NAD 27      -  40 05 16.84983(N)    075 28 47.61994(W) AD(       ) 1
 KV3757  NGVD 29 (07/19/86)  199.0    (m)          653.     (f) VERT ANG       
 KV3757
 KV3757.Superseded values are not recommended for survey control.
 KV3757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3757.See file dsdata.txt to determine how the superseded data were derived.
 KV3757
 KV3757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK5911937648(NAD 83)
 KV3757_MARKER: DD = SURVEY DISK
 KV3757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV3757_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3757+STABILITY: SURFACE MOTION
 KV3757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3757+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1987
 KV3757
 KV3757  HISTORY     - Date     Condition        Report By
 KV3757  HISTORY     - 1974     MONUMENTED       NGS
 KV3757  HISTORY     - 1976     GOOD             NGS
 KV3757  HISTORY     - 1984     GOOD             PADT
 KV3757  HISTORY     - 1985     GOOD             PADT
 KV3757  HISTORY     - 19870319 GOOD             GEOHYD
 KV3757  HISTORY     - 20011203 GOOD             NGS
 KV3757
 KV3757                          STATION DESCRIPTION
 KV3757
 KV3757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 KV3757'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 KV3757'CONDITION.  A SHORTER DISTANCE OF 0.05 FOOT OR 0.012 METERS WERE
 KV3757'NOTED TO REFERENCE MARK ONE.  A SHORTER DISTANCE OF 0.01 FOOT OR
 KV3757'0.003 METER WAS NOTED TO REFERENCE MARK TWO.  A SHORTER DISTANCE
 KV3757'OF 0.01 FOOT OR 0.003 METER WAS NOTED BETWEEN THE REFERENCE MARKS.
 KV3757'
 KV3757'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 KV3757'
 KV3757'THE STATION IS LOCATED ON A HIGH HILL ABOUT 18 MILES NORTHWEST OF
 KV3757'THE CENTER OF PHILADELPHIA, 3 MILES SOUTHEAST OF PHOENIXVILLE AND
 KV3757'1 MILE SOUTH OF THE TOWN OF VALLEY FORGE.  IT IS ON STATE OWNED
 KV3757'PROPERTY.
 KV3757'
 KV3757'TO REACH FROM THE POST OFFICE IN VALLEY FORGE, GO WEST ON STATE
 KV3757'HIGHWAY 23 FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 KV3757'SOUTHWEST ON VALLEY PARK ROAD FOR 0.35 MILES TO A FORK.  KEEP LEFT
 KV3757'AND GO SOUTH ON JUG HOLLOW ROAD FOR 1.25 MILES TO A
 KV3757'T-INTERSECTION.  TURN LEFT, GO SOUTHEAST ON COUNTRY CLUB ROAD FOR
 KV3757'0.35 MILES TO A SIDE ROAD LEFT.  TURN LEFT, GO NORTHEAST ON HORSE
 KV3757'SHOE TRAIL FOR 0.9 MILE TO A DIM ROAD RIGHT AT TOP OF A HILL.  TURN
 KV3757'RIGHT, GO NORTHEAST ON TRACK ROAD FOR 0.1 MILE TO OPENING AND THE
 KV3757'STATION.
 KV3757'
 KV3757'THE STATION MARK IS A STANDARD DISK STAMPED ARCO 1974, SET IN THE
 KV3757'TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KV3757'SURFACE.  IT IS 128 FEET WEST OF A LADDER ON A LARGE WATER TANK,
 KV3757'50.2 FEET NORTH OF THE NORTH CORNER OF A TENNIS COURT, 47.9 FEET
 KV3757'SOUTHEAST OF THE SOUTHEAST CORNER OF A WOVEN WIRE FENCE AROUND
 KV3757'THE MICROWAVE TOWER, AND 3 FEET NORTH OF A WITNESS POST.
 KV3757'
 KV3757'REFERENCE MARK ONE IS A STANDARD DISK STAMPED ARCO NO 1 1974 SET IN
 KV3757'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KV3757'SURFACE.  IT IS 8 FEET SOUTH OF A GATE LEADING TO THE WATER TANK,
 KV3757'1.5 FEET WEST OF THE FENCE AROUND THE WATER TANK, AND 1 FOOT EAST
 KV3757'OF A WITNESS POST.
 KV3757'
 KV3757'REFERENCE MARK TWO IS A STANDARD DISK STAMPED ARCO NO 2 1974 SET IN
 KV3757'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KV3757'SURFACE.  IT IS 17.8 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 KV3757'FENCE AROUND THE MICROWAVE TOWER, 1.0 FOOT SOUTH OF A WITNESS POST,
 KV3757'AND 0.7 FOOT EAST OF THE EAST SIDE OF THE FENCE.
 KV3757'
 KV3757'THERE IS NO SUITABLE PLACE AVAILABLE TO SET AN AZIMUTH MARK.  THE
 KV3757'INTERSECTION STATIONS MAY BE USED FOR AN AZIMUTH.
 KV3757'
 KV3757'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTH OF
 KV3757'VALLEY FORGE.
 KV3757
 KV3757                          STATION RECOVERY (1984)
 KV3757
 KV3757'RECOVERY NOTE BY PA DEPT OF TRANSP 1984 (RBG)
 KV3757'THE STATION WAS RECOVERED AT THIS DATE.
 KV3757'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 KV3757'AND IN GOOD CONDITION.
 KV3757'THE TO REACH STATION IS ADEQUATE.
 KV3757'THE ANGLE BETWEEN THE REFERENCE MARKS WAS MEASURED AND FOUND TO
 KV3757'CHECK WITH PREVIOUS DATA.
 KV3757'THE DISTANCES BETWEEN THE STATION AND REFERENCE MARKS WAS MEASURED
 KV3757'AND FOUND TO AGREE WITH PREVIOUS DATA.
 KV3757'
 KV3757'DESCRIBED BY R. B. GROSSER.
 KV3757
 KV3757                          STATION RECOVERY (1985)
 KV3757
 KV3757'RECOVERY NOTE BY PA DEPT OF TRANSP 1985 (RBG)
 KV3757'NO TEXT.
 KV3757
 KV3757                          STATION RECOVERY (1987)
 KV3757
 KV3757'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1987
 KV3757'RECOVERED IN GOOD CONDITION.
 KV3757
 KV3757                          STATION RECOVERY (2001)
 KV3757
 KV3757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV3757'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3767 ***********************************************************************
 KV3767  DESIGNATION -  ARCOLA PHELCO 1974
 KV3767  PID         -  KV3767
 KV3767  STATE/COUNTY-  PA/MONTGOMERY
 KV3767  USGS QUAD   -  COLLEGEVILLE (1992)
 KV3767
 KV3767                         *CURRENT SURVEY CONTROL
 KV3767  ___________________________________________________________________
 KV3767* NAD 83(1992)-  40 08 55.18491(N)    075 25 39.68998(W)     ADJUSTED  
 KV3767* NAVD 88     -       122.1    (meters)     401.     (feet)  VERTCON   
 KV3767  ___________________________________________________________________
 KV3767  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 KV3767  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KV3767
 KV3767  HORZ ORDER  -  FIRST
 KV3767
 KV3767.The horizontal coordinates were established by classical geodetic methods
 KV3767.and adjusted by the National Geodetic Survey in June 2002..
 KV3767
 KV3767.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV3767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV3767
 KV3767.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3767
 KV3767.The geoid height was determined by GEOID03.
 KV3767
 KV3767;                    North         East     Units Scale Factor Converg.
 KV3767;SPC PA S     -    93,131.291   797,852.055   MT  0.99997332   +1 30 24.1
 KV3767;SPC PA S     -   305,548.24  2,617,619.62   sFT  0.99997332   +1 30 24.1
 KV3767;UTM  18      - 4,444,345.177   463,571.604   MT  0.99961634   -0 16 32.8
 KV3767
 KV3767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3767!SPC PA S     -   0.99998616  x   0.99997332  =   0.99995948
 KV3767!UTM  18      -   0.99998616  x   0.99961634  =   0.99960250
 KV3767
 KV3767|---------------------------------------------------------------------|
 KV3767| PID    Reference Object                     Distance      Geod. Az  |
 KV3767|                                                           dddmmss.s |
 KV3767| CS3435 ARCOLA RM 1                           6.965 METERS 01531     |
 KV3767| KV6105 ARCOLA RM 3                         287.911 METERS 11618     |
 KV3767| KV3757 ARCO                                APPROX. 8.0 KM 2132025.5 |
 KV3767| KV3758 PHOENIXVILLE ARCO MICROWAVE         APPROX. 8.1 KM 2133315.9 |
 KV3767| CS3436 ARCOLA RM 2                           9.062 METERS 22938     |
 KV3767| KV3766 ARCOLA A PHELCO 1974                 19.013 METERS 26205     |
 KV3767|---------------------------------------------------------------------|
 KV3767
 KV3767                          SUPERSEDED SURVEY CONTROL
 KV3767
 KV3767  NAD 83(1996)-  40 08 55.18349(N)    075 25 39.68948(W) AD(       ) 1
 KV3767  NAD 83(1991)-  40 08 55.18047(N)    075 25 39.69217(W) AD(       ) 1
 KV3767  NAD 83(1986)-  40 08 55.17980(N)    075 25 39.69352(W) AD(       ) 1
 KV3767  NAD 27      -  40 08 54.80369(N)    075 25 41.00288(W) AD(       ) 1
 KV3767  NGVD 29 (07/19/86)  122.4    (m)          402.     (f) VERT ANG       
 KV3767
 KV3767.Superseded values are not recommended for survey control.
 KV3767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3767.See file dsdata.txt to determine how the superseded data were derived.
 KV3767
 KV3767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6357244345(NAD 83)
 KV3767_MARKER: DD = SURVEY DISK
 KV3767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV3767_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3767+STABILITY: SURFACE MOTION
 KV3767
 KV3767  HISTORY     - Date     Condition        Report By
 KV3767  HISTORY     - 1974     MONUMENTED       PHELCO
 KV3767  HISTORY     - 1984     GOOD             PADT
 KV3767  HISTORY     - 19980822 POOR             USPSQD
 KV3767
 KV3767                          STATION DESCRIPTION
 KV3767
 KV3767'DESCRIBED BY PHILADELPHIA ELECTRIC COMPANY 1974
 KV3767'THE STATION IS LOCATED ON THE GROUNDS OF METHACTON JR. HIGH SCHOOL,
 KV3767'AT THE INTERSECTION OF EAGLEVILLE AND ARCOLA RDS. IN LOWER
 KV3767'PROVIDENCE TWP., MONTG. CO., APPROX. 4.8 MI. W.N.W. OF THE
 KV3767'COURTHOUSE IN NORRISTOWN AND APPROX. 1.5 MI. N.N.E. OF
 KV3767'AUDUBON.  IT IS AT THE TOP OF A BANK ON THE E. SIDE OF EAGLEVILLE
 KV3767'RD., 103 FEET E.S.E. OF THE MIDDLE OF THE INTERSECTION OF
 KV3767'EAGLEVILLE AND ARCOLA RDS., 71 FEET E. OF BELL TEL. CO. POLE NO.
 KV3767'144/51, 87 FEET S. OF BELL TEL. CO.  POLE NO. 144/50 AND 81.48
 KV3767'FEET E.S.E. OF A P.K. NAIL IN A STONE HEADWALL.
 KV3767'
 KV3767'THE SURFACE MARK IS A 2-1/2 INCH BRONZE DISK IN AN 18 INCH DIAMETER
 KV3767'CONCRETE MONUMENT SET FLUSH WITH THE SURFACE OF THE GROUND.  SURFACE
 KV3767'AND UNDERGROUND DISKS ARE STAMPED ARCOLA P.E. CO. 1974.
 KV3767'
 KV3767'TO REACH THE STATION FROM THE INTERSECTION OF GERMANTOWN PIKE (U.S.
 KV3767'RTE. 422) AND PARK AVE. (PA. RTE. 363) IN FAIRVIEW VILLAGE, PROCEED
 KV3767'S.W. ON RTE. 363 1.31 MI. TO RIDGE PIKE.  TURN RIGHT, PROCEED N.W.
 KV3767'ON RIDGE PIKE 1.16 MI. TO EAGLEVILLE RD.  TURN LEFT, PROCEED S.W. ON
 KV3767'EAGLEVILLE RD. 1.36 MI. TO ARCOLA RD. AND THE STATION ON THE
 KV3767'LEFT.
 KV3767'
 KV3767'NEAREST TOWN--NORRISTOWN.
 KV3767
 KV3767                          STATION RECOVERY (1984)
 KV3767
 KV3767'RECOVERY NOTE BY PA DEPT OF TRANSP 1984 (RBG)
 KV3767'THE STATION WAS RECOVERED AT THIS DATE.
 KV3767'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 KV3767'CONDITION.
 KV3767'THE TO REACH THE STATION IS ADEQUATE.
 KV3767'TWO REFERENCE MARKS AND AN AZIMUTH MARK WERE SET, AND ARE DESCRIBED
 KV3767'AS FOLLOWS.
 KV3767'
 KV3767'REFERENCE MARK NO. 2 IS A STANDARD PADT DISK
 KV3767'STAMPED---ARCOLA NO.2 1974-1984---,
 KV3767'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV3767'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV3767'3.65 METERS (12 FT) SOUTHWEST FROM THE CENTER OF GATE IN A CHAIN
 KV3767'LINK FENCE,
 KV3767'55 METERS (1.8 FT) SOUTH FROM A CHAIN LINK FENCE, AND
 KV3767'15.45 METERS (50.7 FT) EAST-SOUTHEAST FROM A BELL TELEPHONE COMPANY
 KV3767'POLE NUMBER 144-51.
 KV3767'MARK IS .15 METERS BELOW THE STATION.
 KV3767'
 KV3767'REFERENCE MARK NO. 1 IS A STANDARD PADT DISK
 KV3767'STAMPED---ARCOLA NO.1 1974-1984---,
 KV3767'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV3767'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV3767'11.58 METERS (38 FT) NORTHEAST FROM THE CENTER OF A GATE IN A CHAIN
 KV3767'LINK FENCE,
 KV3767'52 METERS (1.7 FT) SOUTH FROM A CHAIN LINK FENCE, AND
 KV3767'24.38 METERS (80.0 FT) EAST-NORTHEAST FROM A BELL TELEPHONE COMPANY
 KV3767'POLE NUMBER 144-51.
 KV3767'MARK IS .15 METERS BELOW THE STATION.
 KV3767'
 KV3767'AZIMUTH MARK NO. 1 IS A STANDARD PADT DISK
 KV3767'STAMPED---ARCOLA NO. 3 1974-1984---,
 KV3767'SET INTO THE TOP OF COMCRETE CURB AT THE EAST END OF CURBING, AT
 KV3767'THE NORTHEAST CORNER OF THE INTERSECTION, CURBING PROJECTS 0.15
 KV3767'METER (0.5 FT) ABOVE ROAD SURFACE. LOCATED
 KV3767'17.22 METERS (56.50 FT) EAST FROM THE CENTERLINE OF NORTH-SOUTH ROAD,
 KV3767'14.14 METERS (46.40 FT) NORTHEAST FROM THE EAST END OF GUARD RAIL,
 KV3767'10.05 METERS (33.0 FT) SOUTHEAST FROM THE CENTER OF A CATCH BASIN,
 KV3767'AND 3.75 METERS (12.13 FT) NORTH FROM THE CENTERLINE OF EAST-WEST
 KV3767'ROAD. TO REACH THE AZIMUTH FROM THE STATION,
 KV3767'GO NORTHEAST FOR .16 KM (0.1 MI) ON EAGLEVILLE ROAD TO SCHOOL
 KV3767'DRIVEWAY,
 KV3767'TURN RIGHT AND GO SOUTHEAST FOR 0.24 KM (0.15 MI) ON SCHOOL DRIVE
 KV3767'TO INTERSECTION OF SCHOOL ROADS AND THE MARK ON THE LEFT.
 KV3767'
 KV3767'DESCRIBED BY R. B. GROSSER.
 KV3767
 KV3767                          STATION RECOVERY (1998)
 KV3767
 KV3767'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV3767'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6105 ***********************************************************************
 KV6105  DESIGNATION -  ARCOLA RM 3
 KV6105  PID         -  KV6105
 KV6105  STATE/COUNTY-  PA/MONTGOMERY
 KV6105  USGS QUAD   -  COLLEGEVILLE (1992)
 KV6105
 KV6105                         *CURRENT SURVEY CONTROL
 KV6105  ___________________________________________________________________
 KV6105* NAD 83(1992)-  40 08 51.04815(N)    075 25 28.78576(W)     ADJUSTED  
 KV6105* NAVD 88     -       123.2    (meters)     404.     (feet)  VERTCON   
 KV6105  ___________________________________________________________________
 KV6105  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 KV6105  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KV6105
 KV6105  HORZ ORDER  -  THIRD
 KV6105
 KV6105.The horizontal coordinates were established by classical geodetic methods
 KV6105.and adjusted by the National Geodetic Survey in June 2002..
 KV6105
 KV6105.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6105
 KV6105.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6105
 KV6105.The geoid height was determined by GEOID03.
 KV6105
 KV6105;                    North         East     Units Scale Factor Converg.
 KV6105;SPC PA S     -    93,010.536   798,113.410   MT  0.99997342   +1 30 31.2
 KV6105;SPC PA S     -   305,152.07  2,618,477.08   sFT  0.99997342   +1 30 31.2
 KV6105;UTM  18      - 4,444,216.397   463,828.985   MT  0.99961611   -0 16 25.7
 KV6105
 KV6105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6105!SPC PA S     -   0.99998598  x   0.99997342  =   0.99995940
 KV6105!UTM  18      -   0.99998598  x   0.99961611  =   0.99960210
 KV6105
 KV6105                          SUPERSEDED SURVEY CONTROL
 KV6105
 KV6105  NAD 83(1996)-  40 08 51.04674(N)    075 25 28.78524(W) AD(       ) 3
 KV6105  NAD 83(1991)-  40 08 51.04372(N)    075 25 28.78794(W) AD(       ) 3
 KV6105  NAD 83(1986)-  40 08 51.04316(N)    075 25 28.78920(W) AD(       ) 3
 KV6105  NGVD 29 (02/23/90)  123.5    (m)          405.     (f) VERT ANG       
 KV6105
 KV6105.Superseded values are not recommended for survey control.
 KV6105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6105.See file dsdata.txt to determine how the superseded data were derived.
 KV6105
 KV6105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6382944216(NAD 83)
 KV6105_MARKER: DZ = AZIMUTH MARK DISK
 KV6105_SETTING: 0 = UNSPECIFIED SETTING
 KV6105_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6105
 KV6105  HISTORY     - Date     Condition        Report By
 KV6105  HISTORY     - 1984     MONUMENTED       PADT
 KV6105
 KV6105                          STATION DESCRIPTION
 KV6105
 KV6105'DESCRIBED BY PA DEPT OF TRANSP 1984 (RBG)
 KV6105'THE STATION IS LOCATED ABOUT 7.7 KM (4.8 MI)
 KV6105'WEST-NORTHWEST OF THE COURTHOUSE AT NORRISTOWN, AND
 KV6105'2.4 KM (1.5 MI) NORTH-NORTHEAST OF AUDUBON, ON THE GROUNDS OF THE
 KV6105'METHACTON JUNIOR HIGH SCHOOL.
 KV6105'OWNERSHIP--METHACTON SCHOOL DISTRICT
 KV6105'
 KV6105'TO REACH THE STATION FROM THE INTERSECTION OF GERMANTOWN PIKE (U.S.
 KV6105'HIGHWAY 422) AND PARK AVENUE (STATE HIGHWAY 363) IN FAIRVIEW
 KV6105'VILLAGE GO SOUTHWEST FOR 2.1 KM (1.3 MI) ON PARK AVENUE TO RIDGE
 KV6105'PIKE, TURN RIGHT AND GO NORTHWEST FOR 1.9 KM (1.2 MI) ON RIDGE PIKE
 KV6105'TO EAGLEVILLE ROAD,
 KV6105'TURN LEFT AND GO SOUTHWEST FOR 2.0 KM (1.25 MI) ON EAGLEVILLE ROAD
 KV6105'TO SCHOOL DRIVEWAY,
 KV6105'TURN LEFT AND GO SOUTHEAST FOR 0.24 KM (0.15 MI) ON SCHOOL DRIVEWAY
 KV6105'TO A T-INTERSECTION AND STATION ON THE LEFT.
 KV6105'
 KV6105'THE STATION IS A STANDARD PADT DISK
 KV6105'STAMPED---ARCOLA RM 3 1974-1984---,
 KV6105'SET INTO THE TOP OF CONCRETE CURB AT THE EAST END OF CURBING, AT
 KV6105'THE NORTHEAST CORNER OF THE INTERSECTION, CURBING PROJECTS 0.15
 KV6105'METER (0.5 FT) ABOVE ROAD SURFACE. LOCATED
 KV6105'17.22 METERS (56.5 FT) EAST FROM THE CENTER LINE OF NORTH-SOUTH
 KV6105'ROAD,
 KV6105'14.14 METERS (46.4 FT) NORTHEAST FROM THE EAST END OF GUARD RAIL,
 KV6105'10.05 METERS (33.0 FT) SOUTHEAST FROM THE CENTER OF A CATCH BASIN,
 KV6105'AND
 KV6105'3.75 METERS (12.3 FT) NORTH FROM THE CENTER LINE OF EAST-WEST ROAD.
 KV6105'
 KV6105'DESCRIBED BY R. B. GROSSER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3715 ***********************************************************************
 KV3715  DESIGNATION -  ARDMOR TV STA WRCV TALL MAST
 KV3715  PID         -  KV3715
 KV3715  STATE/COUNTY-  PA/PHILADELPHIA
 KV3715  USGS QUAD   -  GERMANTOWN (1997)
 KV3715
 KV3715                         *CURRENT SURVEY CONTROL
 KV3715  ___________________________________________________________________
 KV3715* NAD 83(1992)-  40 02 38.95750(N)    075 14 24.39913(W)     ADJUSTED  
 KV3715* NAVD 88     -                                                        
 KV3715  ___________________________________________________________________
 KV3715  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 KV3715  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KV3715
 KV3715  HORZ ORDER  -  THIRD
 KV3715
 KV3715.The horizontal coordinates were established by classical geodetic methods
 KV3715.and adjusted by the National Geodetic Survey in June 2002..
 KV3715
 KV3715
 KV3715.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3715
 KV3715.The geoid height was determined by GEOID03.
 KV3715
 KV3715;                    North         East     Units Scale Factor Converg.
 KV3715;SPC PA S     -    81,969.290   814,158.850   MT  0.99998452   +1 37 42.2
 KV3715;SPC PA S     -   268,927.58  2,671,119.49   sFT  0.99998452   +1 37 42.2
 KV3715;UTM  18      - 4,432,685.608   479,517.405   MT  0.99960516   -0 09 16.1
 KV3715
 KV3715                          SUPERSEDED SURVEY CONTROL
 KV3715
 KV3715  NAD 83(1996)-  40 02 38.95684(N)    075 14 24.39800(W) AD(       ) 4
 KV3715  NAD 83(1991)-  40 02 38.95488(N)    075 14 24.40048(W) AD(       ) 4
 KV3715  NAD 83(1986)-  40 02 38.94945(N)    075 14 24.40247(W) AD(       ) 4
 KV3715  NAD 27      -  40 02 38.54300(N)    075 14 25.75000(W) AD(       ) 3
 KV3715
 KV3715.Superseded values are not recommended for survey control.
 KV3715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3715.See file dsdata.txt to determine how the superseded data were derived.
 KV3715
 KV3715_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7951732686(NAD 83)
 KV3715_MARKER: 42 = RADIO/TV MAST
 KV3715
 KV3715  HISTORY     - Date     Condition        Report By
 KV3715  HISTORY     - 1961     FIRST OBSERVED   CGS
 KV3715  HISTORY     - 1962     GOOD             AEROS
 KV3715
 KV3715                          STATION DESCRIPTION
 KV3715
 KV3715'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 KV3715'THE STATION IS THE RED-FLASHING LIGHT AT THE APEX OF THE POLE TYPE
 KV3715'MAST MOUNTED AT THE APEX OF THE MAST OF THE TV STATION WRCV
 KV3715'MAST.  LOCATED ABOUT 4.0 MILES SOUTH-SOUTHEAST OF CONSHOHOCKEN AND 3
 KV3715'1/2 MILES EAST-NORTHEAST OF ARDMORE AND IS ON A HIGH PROMINENT
 KV3715'HILL.  THE STRUCTURE HAS FOUR SIDES CONSTRUCTED OF LACED STEEL.  IT
 KV3715'IS ABOUT 6 X 6 FOOT SQUARE AT THE BASE, SET ON A SWIVEL MOUNTED
 KV3715'ON CONCRETE.  THE STRUCTURE IS PAINTED ALTERNATELY ORANGE AND WHITE.
 KV3715'THE STEEL MAST IS APPROXIMATELY 1,100 FEET TALL WITH A 100.0 FOOT
 KV3715'POLE TYPE ANTENNA MOUNTED AT ITS APEX.  THE OVERALL HEIGHT OF THE
 KV3715'STRUCTURE IS APPROXIMATELY 1,200 FEET.
 KV3715
 KV3715                          STATION RECOVERY (1962)
 KV3715
 KV3715'RECOVERY NOTE BY AERO SERVICE CORPORATION 1962
 KV3715'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3731 ***********************************************************************
 KV3731  DESIGNATION -  ARDMORE 1937
 KV3731  PID         -  KV3731
 KV3731  STATE/COUNTY-  PA/MONTGOMERY
 KV3731  USGS QUAD   -  NORRISTOWN (1992)
 KV3731
 KV3731                         *CURRENT SURVEY CONTROL
 KV3731  ___________________________________________________________________
 KV3731* NAD 83(1992)-  40 00 30.64133(N)    075 17 19.71161(W)     ADJUSTED  
 KV3731* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 KV3731  ___________________________________________________________________
 KV3731  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 KV3731  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 KV3731
 KV3731  HORZ ORDER  -  SECOND
 KV3731
 KV3731.The horizontal coordinates were established by classical geodetic methods
 KV3731.and adjusted by the National Geodetic Survey in June 2002..
 KV3731
 KV3731.The orthometric height was scaled from a topographic map.
 KV3731
 KV3731.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3731
 KV3731.The geoid height was determined by GEOID03.
 KV3731
 KV3731;                    North         East     Units Scale Factor Converg.
 KV3731;SPC PA S     -    77,896.262   810,115.020   MT  0.99998910   +1 35 48.5
 KV3731;SPC PA S     -   255,564.65  2,657,852.36   sFT  0.99998910   +1 35 48.5
 KV3731;UTM  18      - 4,428,741.851   475,350.412   MT  0.99960748   -0 11 08.4
 KV3731
 KV3731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3731!SPC PA S     -   0.99998830  x   0.99998910  =   0.99997740
 KV3731!UTM  18      -   0.99998830  x   0.99960748  =   0.99959579
 KV3731
 KV3731:                Primary Azimuth Mark                     Grid Az
 KV3731:SPC PA S     -  SISTERS OF MERCY FINIAL DOME             086 42 00.8
 KV3731:UTM  18      -  SISTERS OF MERCY FINIAL DOME             088 28 57.7
 KV3731
 KV3731|---------------------------------------------------------------------|
 KV3731| PID    Reference Object                     Distance      Geod. Az  |
 KV3731|                                                           dddmmss.s |
 KV3731| KV3723 SISTERS OF MERCY FINIAL DOME        APPROX. 3.2 KM 0881749.3 |
 KV3731| KV3730 TIMES MEDICAL                        20.052 METERS 30611     |
 KV3731| KV3751 TIMES MEDICAL FLAGPOLE               12.425 METERS 33633     |
 KV3731|---------------------------------------------------------------------|
 KV3731
 KV3731                          SUPERSEDED SURVEY CONTROL
 KV3731
 KV3731  NAD 83(1996)-  40 00 30.64133(N)    075 17 19.71161(W) AD(       ) 2
 KV3731  NAD 83(1991)-  40 00 30.63902(N)    075 17 19.71398(W) AD(       ) 2
 KV3731  NAD 83(1986)-  40 00 30.63441(N)    075 17 19.71976(W) AD(       ) 2
 KV3731  NAD 27      -  40 00 30.22600(N)    075 17 21.06200(W) AD(       ) 2
 KV3731
 KV3731.Superseded values are not recommended for survey control.
 KV3731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3731.See file dsdata.txt to determine how the superseded data were derived.
 KV3731
 KV3731_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7535028742(NAD 83)
 KV3731_MARKER: Z = SEE DESCRIPTION
 KV3731_SETTING: 0 = UNSPECIFIED SETTING
 KV3731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3731
 KV3731  HISTORY     - Date     Condition        Report By
 KV3731  HISTORY     - 1937     MONUMENTED       CGS
 KV3731
 KV3731                          STATION DESCRIPTION
 KV3731
 KV3731'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (CIA)
 KV3731'STATION IS ON TOP OF THE SOUTHEASTERLY PARAPET WALL, ON THE MAIN ROOF
 KV3731'OF THE TIMES MEDICAL BUILDING, ARDMORE, PA.  THE POINT OCCUPIED
 KV3731'WAS TIED IN TO TIMES MEDICAL (WHICH IS ON THE SAME ROOF) AND TIMES
 KV3731'MEDICAL FLAGPOLE.
 KV3731'
 KV3731'THE STATION MARK IS A LEAD PLUG IN THE MIDDLE OF THE BRICK PARAPET
 KV3731'WALL, 3.30 FEET NE FROM THE FACE OF THE VERTICAL OFFSET OF THE
 KV3731'ROUNDED AND RAISED SOUTHERLY CORNER OF THE PARAPET WALLS AND 8.30
 KV3731'FEET SW FROM THE FACE OF THE PARAPET, WHICH EXTENDS AT
 KV3731'RIGHT ANGLES TO THE SOUTHEASTERLY PARAPET WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ2026 ***********************************************************************
 LZ2026  DESIGNATION -  ARMENIA
 LZ2026  PID         -  LZ2026
 LZ2026  STATE/COUNTY-  PA/BRADFORD
 LZ2026  USGS QUAD   -  TROY (1983)
 LZ2026
 LZ2026                         *CURRENT SURVEY CONTROL
 LZ2026  ___________________________________________________________________
 LZ2026* NAD 83(1992)-  41 46 56.67840(N)    076 51 05.96313(W)     ADJUSTED  
 LZ2026* NAVD 88     -       718.3    (meters)    2357.     (feet)  VERTCON   
 LZ2026  ___________________________________________________________________
 LZ2026  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 LZ2026  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 LZ2026
 LZ2026  HORZ ORDER  -  FIRST
 LZ2026
 LZ2026.The horizontal coordinates were established by classical geodetic methods
 LZ2026.and adjusted by the National Geodetic Survey in June 2002..
 LZ2026
 LZ2026.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ2026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ2026
 LZ2026.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ2026
 LZ2026.The geoid height was determined by GEOID03.
 LZ2026
 LZ2026;                    North         East     Units Scale Factor Converg.
 LZ2026;SPC PA N     -   179,824.671   674,678.418   MT  0.99997709   +0 35 39.4
 LZ2026;SPC PA N     -   589,974.77  2,213,507.44   sFT  0.99997709   +0 35 39.4
 LZ2026;UTM  18      - 4,627,275.003   346,125.856   MT  0.99989137   -1 14 02.4
 LZ2026
 LZ2026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ2026!SPC PA N     -   0.99989246  x   0.99997709  =   0.99986955
 LZ2026!UTM  18      -   0.99989246  x   0.99989137  =   0.99978384
 LZ2026
 LZ2026:                Primary Azimuth Mark                     Grid Az
 LZ2026:SPC PA N     -  E 354                                    055 54 43.7
 LZ2026:UTM  18      -  E 354                                    057 44 25.5
 LZ2026
 LZ2026|---------------------------------------------------------------------|
 LZ2026| PID    Reference Object                     Distance      Geod. Az  |
 LZ2026|                                                           dddmmss.s |
 LZ2026| LZ0555 E 354                               APPROX. 3.8 KM 0563023.1 |
 LZ2026| CB2642 ARMENIA RM 1                         71.970 METERS 13318     |
 LZ2026| LZ2020 TROY TENNESSEE GAS CO MAST          APPROX. 4.7 KM 1611641.5 |
 LZ2026| CB2643 ARMENIA RM 2                         48.580 METERS 22336     |
 LZ2026| CB2644 ARMENIA RM 3                         26.957 METERS 25858     |
 LZ2026|---------------------------------------------------------------------|
 LZ2026
 LZ2026                          SUPERSEDED SURVEY CONTROL
 LZ2026
 LZ2026  NAD 83(1996)-  41 46 56.67736(N)    076 51 05.96346(W) AD(       ) 1
 LZ2026  NAD 83(1986)-  41 46 56.67902(N)    076 51 05.95858(W) AD(       ) 1
 LZ2026  NAD 27      -  41 46 56.41161(N)    076 51 07.10599(W) AD(       ) 1
 LZ2026  NGVD 29 (07/19/86)  718.4    (m)         2357.     (f) VERT ANG       
 LZ2026
 LZ2026.Superseded values are not recommended for survey control.
 LZ2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ2026.See file dsdata.txt to determine how the superseded data were derived.
 LZ2026
 LZ2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM4612627275(NAD 83)
 LZ2026_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ2026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ2026
 LZ2026  HISTORY     - Date     Condition        Report By
 LZ2026  HISTORY     - 1929     MONUMENTED       CGS
 LZ2026  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LZ2026
 LZ2026                          STATION DESCRIPTION
 LZ2026
 LZ2026'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 LZ2026'THIS STATION IS IN ARMENIA TOWNSHIP, ABOUT 2 MILES S BY E OF THE
 LZ2026'VILLAGE OF SYLVANIA, ON THE HIGHEST POINT OF A HIGH KNOLL WHICH
 LZ2026'IS THE NORTHERNMOST PART OF ARMENIA MOUNTAIN.  THIS KNOLL IS WOODED
 LZ2026'ON THE W AND BARE ON THE E.  THE TREES ARE MOSTLY PINES, ABOUT 25
 LZ2026'FEET IN HEIGHT.  THE STATION IS ABOUT IN THE CENTER OF THE PINE
 LZ2026'GROVE.  IT IS NEAR THE NW POINT OF THE KNOLL.  ABOUT 10 METERS TO
 LZ2026'THE N OF THE STATION AND TO THE W OF THE STATION THERE IS A BLUFF
 LZ2026'ABOUT 8 FEET HIGH.  TO THE S AND E OF THE STATION, THE GROUND IS
 LZ2026'ALMOST FLAT.
 LZ2026'
 LZ2026'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, AS DESCRIBED
 LZ2026'IN NOTE 1A, AND PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE
 LZ2026'GROUND.
 LZ2026'
 LZ2026'UNDERGROUND MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE, AS
 LZ2026'DESCRIBED IN NOTE 8A.
 LZ2026'
 LZ2026'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK IN OUTCROPPING BEDROCK,
 LZ2026'AS DESCRIBED IN NOTE 12A, IS IN THE CLEARING TO THE E OF THE
 LZ2026'STATION.  REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN
 LZ2026'CONCRETE, AS DESCRIBED IN NOTE 12A, IS BETWEEN THE WHEEL
 LZ2026'TRACKS IN THE TRAIL LEADING UP TO THE STATION FROM THE SOUTHWARD,
 LZ2026'NEAR THE S EDGE OF THE PINE GROVE.  THE REFERENCE MARKS ARE FLUSH
 LZ2026'WITH THE GROUND.
 LZ2026'
 LZ2026'TO REACH THE STATION FROM SYLVANIA TURN S OFF HIGHWAY ONTO DIRT ROAD
 LZ2026'AT THE FIRST ROAD TO RIGHT, (E) OF THE GENERAL STORE.  FOLLOW
 LZ2026'THIS ROAD TOWARD THE MOUNTAIN, THEN BEARING RIGHT AND UP A CANYON FOR
 LZ2026'A DISTANCE OF 2.2 MILES.  HERE MAKE A VERY SHARP LEFT TURN AND
 LZ2026'GO ABOUT 1/2 MILE ALONG A ROAD IN A NORTHERLY AND NORTHEASTERLY
 LZ2026'DIRECTION TO A POINT WHERE AN OLD WAGON ROAD CAN BE SEEN LEAVING
 LZ2026'ROAD TO LEFT.  TURN LEFT ON WAGON ROAD UP A LITTLE HILL AND ALONG THE
 LZ2026'RIDGE ABOUT 1/4 MILE TO THE PINE GROVE.  FOLLOW TRACKS INTO PINE
 LZ2026'GROVE AND TO THE STATION ON THE HIGHEST PART OF THE KNOLL.
 LZ2026'
 LZ2026'HEIGHT OF SIGNAL ABOVE STATION MARK -37 METERS.
 LZ2026
 LZ2026                          STATION RECOVERY (1968)
 LZ2026
 LZ2026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WJM)
 LZ2026'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 LZ2026'CONDITION.  REFERENCE MARK 2 HAS BEEN DESTROYED, AND A REFERENCE
 LZ2026'MARK 3 WAS ESTABLISHED.  THE DISTANCE AND DIRECTION TO REFERENCE MARK
 LZ2026'1 WAS NOT MEASURED BECAUSE OF TREES ON LINE.  BENCH MARK E-354 WAS
 LZ2026'USED FOR THE AZIMUTH MARK.  A NEW DESCRIPTION FOLLOWS.
 LZ2026'
 LZ2026'THE STATION IS LOCATED 12 MILES EAST-SOUTHEAST OF MANSFIELD, 4 MILES
 LZ2026'WEST-SOUTHWEST OF TROY, 2 MILES SOUTH OF U.S.  HIGHWAY 6, ON THE
 LZ2026'NORTH END OF ARMENIA MOUNTAIN, AT THE NORTH END OF A FLAT, PINE
 LZ2026'COVERED KNOLL.  THE PROPERTY IN THE IMMEDIATE AREA IS OWNED BY
 LZ2026'MANSFIELD STATE COLLEGE AND THE STATION IS OWNED BY THE TOWN OF TROY.
 LZ2026'
 LZ2026'TO REACH THE STATION FROM THE SYLVANIA PRESBYTERIAN CHURCH IN
 LZ2026'SYLVANIA, GO WEST ON U.S. HIGHWAY 6 FOR 0.15 MILE TO A PAVED ROAD
 LZ2026'LEFT.  TURN LEFT AND GO SOUTH FOR 0.55 MILE TO A POWERLINE CROSSING.
 LZ2026'CONTINUE SOUTH UP A LONG GRADE FOR 1.9 MILES TO A REVERSE FORK.
 LZ2026'TURN VERY SHARP LEFT AND GO EAST ON A DIRT ROAD FOR 0.6 MILE TO A
 LZ2026'SIDE ROAD LEFT AND A SMALL POND ON THE LEFT.  TURN LEFT AND GO EAST
 LZ2026'FOR 75 FEET TO A FORK.  TAKE THE RIGHT FORK AND GO EASTERLY ON A
 LZ2026'TRACK ROAD THROUGH THE WOODS FOR 0.25 MILE TO A DIM FORK AT THE
 LZ2026'TOP OF A SHORT GRADE.  TAKE THE LEFT FORK AND GO EAST FOR 0.1 MILE
 LZ2026'TO THE EDGE OF A BLUFF AND THE STATION.
 LZ2026'
 LZ2026'THE STATION MARK IS ABOUT 125 FEET NORTH OF THE NORTH END OF A SMALL
 LZ2026'CLEARING, 41 FEET NORTHEAST OF A 10 INCH OAK TREE WITH A TRIANGULAR
 LZ2026'BLAZE, 23.5 FEET SOUTHWEST OF A 8 INCH PINE TREE WITH A TRIANGULAR
 LZ2026'BLAZE, AND 14 FEET SOUTHEAST OF A 8 INCH PINE TREE WITH A
 LZ2026'TRIANGULAR BLAZE.  IT IS A STANDARD TRIANGULATION DISK SET IN THE TOP
 LZ2026'OF A 16 INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES
 LZ2026'ABOVE GROUND, AND STAMPED ARMENIA 1929.
 LZ2026'
 LZ2026'REFERENCE MARK 1 IS 16 FEET WEST-NORTHWEST OF A 10 INCH OAK TREE WITH
 LZ2026'A TRIANGULAR BLAZE AND 7 FEET SOUTH OF A SMALL TRIPLE-TRUNK OAK
 LZ2026'TREE, AT THE NORTH END OF THE CLEARING.  IT IS A STANDARD REFERENCE
 LZ2026'DISK CEMENTED FLUSH IN A DRILL HOLE IN A 3 BY 3 FOOT BOULDER THAT IS
 LZ2026'LEVEL WITH THE GROUND, AND STAMPED ARMENIA NO 1 1929.
 LZ2026'
 LZ2026'REFERENCE MARK 3 IS 28 FEET NORTHWEST OF THE CENTER OF THE TRACK ROAD
 LZ2026'LEADING TO THE STATION, 7 FEET WEST OF A 12 INCH PINE TREE WITH A
 LZ2026'TRIANGULAR BLAZE, AND ABOUT 3 FEET LOWER THAN THE STATION.  IT IS A
 LZ2026'STANDARD REFERENCE DISK CEMENTED FLUSH IN A DRILL HOLE IN BEDROCK
 LZ2026'WHICH IS LEVEL WITH THE GROUND, AND STAMPED ARMENIA 1929 NO 3 1968.
 LZ2026'
 LZ2026'BENCH MARK E-354 IS 24 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 LZ2026'6, 8.0 FEET SOUTH OF A FENCE ALONG THE WOODS EDGE, AND ABOUT 1 FOOT
 LZ2026'HIGHER THAN THE ROADWAY.  IT IS A STANDARD BENCH MARK DISK CEMENTED
 LZ2026'FLUSH IN A DRILL HOLE IN THE TOP CENTER OF THE BACKWALL OF A
 LZ2026'CULVERT, AND STAMPED E-354 1968.
 LZ2026'
 LZ2026'TO REACH THE BENCH MARK FROM THE PRESBYTERIAN CHURCH IN SYLVANIA, GO
 LZ2026'EAST ON U.S. HIGHWAY 6 FOR 0.6 MILE TO A BRIDGE, CONTINUE EAST ON
 LZ2026'U.S. HIGHWAY 6 FOR 1.55 MILES TO THE MARK ON THE LEFT.
 LZ2026'
 LZ2026'HEIGHT OF LIGHT ABOVE STATION MARK 18.41 METERS.
 LZ2026'
 LZ2026'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MILES SOUTHEAST
 LZ2026'OF SYLVANIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2031 ***********************************************************************
 MA2031  DESIGNATION -  ARMOR
 MA2031  PID         -  MA2031
 MA2031  STATE/COUNTY-  PA/VENANGO
 MA2031  USGS QUAD   -  EMLENTON (1979)
 MA2031
 MA2031                         *CURRENT SURVEY CONTROL
 MA2031  ___________________________________________________________________
 MA2031* NAD 83(1992)-  41 10 56.80611(N)    079 43 35.86045(W)     ADJUSTED  
 MA2031* NAVD 88     -       413.4    (meters)    1356.     (feet)  VERTCON   
 MA2031  ___________________________________________________________________
 MA2031  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 MA2031  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 MA2031
 MA2031  HORZ ORDER  -  SECOND
 MA2031
 MA2031.The horizontal coordinates were established by classical geodetic methods
 MA2031.and adjusted by the National Geodetic Survey in June 2002..
 MA2031
 MA2031.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2031
 MA2031.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2031
 MA2031.The geoid height was determined by GEOID03.
 MA2031
 MA2031;                    North         East     Units Scale Factor Converg.
 MA2031;SPC PA N     -   114,698.220   434,175.637   MT  0.99996521   -1 18 27.4
 MA2031;SPC PA N     -   376,305.74  1,424,457.90   sFT  0.99996521   -1 18 27.4
 MA2031;SPC PA S     -   207,182.461   434,162.511   MT  1.00004105   -1 16 56.7
 MA2031;SPC PA S     -   679,731.12  1,424,414.84   sFT  1.00004105   -1 16 56.7
 MA2031;UTM  17      - 4,559,792.142   606,797.880   MT  0.99974037   +0 50 18.8
 MA2031
 MA2031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2031!SPC PA N     -   0.99994039  x   0.99996521  =   0.99990560
 MA2031!SPC PA S     -   0.99994039  x   1.00004105  =   0.99998144
 MA2031!UTM  17      -   0.99994039  x   0.99974037  =   0.99968077
 MA2031
 MA2031|---------------------------------------------------------------------|
 MA2031| PID    Reference Object                     Distance      Geod. Az  |
 MA2031|                                                           dddmmss.s |
 MA2031| CX3151 ARMOR RM 2                           11.255 METERS 08616     |
 MA2031| MA1329 SLOAN                               APPROX. 1.8 KM 2491553.5 |
 MA2031| CX3150 ARMOR RM 1                           15.481 METERS 34849     |
 MA2031|---------------------------------------------------------------------|
 MA2031
 MA2031                          SUPERSEDED SURVEY CONTROL
 MA2031
 MA2031  NAD 83(1986)-  41 10 56.80928(N)    079 43 35.86309(W) AD(       ) 2
 MA2031  NAD 27      -  41 10 56.58900(N)    079 43 36.68810(W) AD(       ) 2
 MA2031  NGVD 29 (07/19/86)  413.6    (m)         1357.     (f) VERT ANG       
 MA2031
 MA2031.Superseded values are not recommended for survey control.
 MA2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2031.See file dsdata.txt to determine how the superseded data were derived.
 MA2031
 MA2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF0679859792(NAD 83)
 MA2031_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2031_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MA2031_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 MA2031
 MA2031  HISTORY     - Date     Condition        Report By
 MA2031  HISTORY     - 1958     MONUMENTED       CGS
 MA2031
 MA2031                          STATION DESCRIPTION
 MA2031
 MA2031'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 MA2031'THE STATION IS LOCATED ON THE EAST SLOPE OF A HILL, ABOUT 1.0 MILE
 MA2031'WEST OF THE TOWN OF EMLENTON, ABOUT 0.3 MILE WEST OF A LARGE BEND IN
 MA2031'THE ALLEGHENY RIVER, AND 91 FEET WEST OF THE NORTHWEST CORNER OF A
 MA2031'PUMPING HOUSE.
 MA2031'
 MA2031'TO REACH FROM THE TRAFFIC LIGHT AND INTERSECTION OF MAIN STREET (ALSO
 MA2031'FIFTH STREET) AND KERR AVENUE IN EMLENTON, GO WEST ON MAIN STREET AND
 MA2031'STATE HIGHWAY NUMBER 38 FOR 0.35 MILE TO A BRIDGE OVER THE ALLEGHENY
 MA2031'RIVER, CROSS OVER THE BRIDGE AND CONTINUE ON THE HIGHWAY FOR 0.1
 MA2031'MILE TO A HIGHWAY JUNCTION, TURN SHARP RIGHT, UPHILL, STAYING ON
 MA2031'STATE HIGHWAY NUMBER 38 AND GO WEST FOR 0.5 MILE TO A ROAD
 MA2031'RIGHT JUST AFTER CROSSING OVER A CONCRETE BRIDGE, MAKE A SHARP TURN
 MA2031'RIGHT ONTO A NARROW SURFACED ROAD AND GO NORTH FOR 0.9 MILE TO A
 MA2031'GRAVELED TRACK ROAD LEFT, TURN LEFT AND GO WEST ON GRAVELED TRACK
 MA2031'ROAD FOR 0.15 MILE TO A HOUSE, KEEP LEFT INTO FIELD AND FOLLOW ROAD
 MA2031'FOR 150 FEET, TURN LEFT ONTO A TRACK ROAD THROUGH A FIELD AND
 MA2031'FOLLOW SOUTHERLY FOR 0.15 MILE TO AN OLD PUMPING HOUSE FOR OIL WELLS
 MA2031'AND STATION SITE.
 MA2031'
 MA2031'THE STATION IS A STANDARD DISK STAMPED ARMOR 1958, IT IS SET IN
 MA2031'CONCRETE IN THE TOP OF A TILE PIPE WHICH IS EMBEDDED IN THE GROUND
 MA2031'AND FLUSH WITH THE SURFACE OF THE GROUND.
 MA2031'
 MA2031'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED ARMOR NO 1 1958,
 MA2031'IT IS SET IN CONCRETE IN THE TOP OF A TILE PIPE WHICH IS
 MA2031'EMBEDDED IN THE GROUND AND PROJECTING 3 INCHES.
 MA2031'
 MA2031'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED ARMOR NO 2 1958,
 MA2031'IT IS SET IN CONCRETE IN THE TOP OF A TILE PIPE WHICH IS
 MA2031'EMBEDDED IN THE GROUND AND PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1913 ***********************************************************************
 MB1913  DESIGNATION -  ARMSTRONG
 MB1913  PID         -  MB1913
 MB1913  STATE/COUNTY-  PA/LAWRENCE
 MB1913  USGS QUAD   -  HARLANSBURG (1990)
 MB1913
 MB1913                         *CURRENT SURVEY CONTROL
 MB1913  ___________________________________________________________________
 MB1913* NAD 83(1992)-  41 06 57.91390(N)    080 13 03.76927(W)     ADJUSTED  
 MB1913* NAVD 88     -       420.     (meters)    1378.     (feet)  SCALED    
 MB1913  ___________________________________________________________________
 MB1913  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 MB1913  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 MB1913
 MB1913  HORZ ORDER  -  SECOND
 MB1913
 MB1913.The horizontal coordinates were established by classical geodetic methods
 MB1913.and adjusted by the National Geodetic Survey in June 2002..
 MB1913
 MB1913.The orthometric height was scaled from a topographic map.
 MB1913
 MB1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1913
 MB1913.The geoid height was determined by GEOID03.
 MB1913
 MB1913;                    North         East     Units Scale Factor Converg.
 MB1913;SPC PA S     -   200,852.208   392,764.554   MT  1.00002690   -1 36 03.7
 MB1913;SPC PA S     -   658,962.62  1,288,595.04   sFT  1.00002690   -1 36 03.7
 MB1913;SPC PA N     -   108,388.851   392,777.293   MT  0.99997059   -1 37 57.0
 MB1913;SPC PA N     -   355,605.76  1,288,636.84   sFT  0.99997059   -1 37 57.0
 MB1913;UTM  17      - 4,551,938.813   565,676.188   MT  0.99965309   +0 30 52.0
 MB1913
 MB1913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1913!SPC PA S     -   0.99993945  x   1.00002690  =   0.99996635
 MB1913!SPC PA N     -   0.99993945  x   0.99997059  =   0.99991004
 MB1913!UTM  17      -   0.99993945  x   0.99965309  =   0.99959256
 MB1913
 MB1913|---------------------------------------------------------------------|
 MB1913| PID    Reference Object                     Distance      Geod. Az  |
 MB1913|                                                           dddmmss.s |
 MB1913| CX3153 ARMSTRONG RM 1                       79.760 METERS 19458     |
 MB1913| CX3152 ARMSTRONG AZ MK                                    2221828.4 |
 MB1913| CX3154 ARMSTRONG RM 2                       37.751 METERS 32033     |
 MB1913|---------------------------------------------------------------------|
 MB1913
 MB1913                          SUPERSEDED SURVEY CONTROL
 MB1913
 MB1913  NAD 83(1995)-  41 06 57.91525(N)    080 13 03.76984(W) AD(       ) 2
 MB1913  NAD 83(1986)-  41 06 57.91813(N)    080 13 03.77353(W) AD(       ) 2
 MB1913  NAD 27      -  41 06 57.69900(N)    080 13 04.55100(W) AD(       ) 2
 MB1913
 MB1913.Superseded values are not recommended for survey control.
 MB1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1913.See file dsdata.txt to determine how the superseded data were derived.
 MB1913
 MB1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF6567651939(NAD 83)
 MB1913_MARKER: Z = SEE DESCRIPTION
 MB1913_SETTING: 0 = UNSPECIFIED SETTING
 MB1913
 MB1913  HISTORY     - Date     Condition        Report By
 MB1913  HISTORY     - 1937     MONUMENTED       PAGS
 MB1913  HISTORY     - 1958     SEE DESCRIPTION  USGS
 MB1913  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MB1913
 MB1913                          STATION DESCRIPTION
 MB1913
 MB1913'DESCRIBED BY PENNSYLVANIA GEODETIC SURVEY 1937
 MB1913'STATION IS LOCATED ON LAND OWNED BY THOS. J. ARMSTRONG AND IS IN A
 MB1913'CULTIVATED FIELD APPROXIMATELY 150 FEET W OF THE EDGE OF PAVEMENT AND
 MB1913'ADJACENT TO THE COUNTY-LINE MARKER.  STATION MARK IS 0.8 FOOT BELOW
 MB1913'THE SURFACE.
 MB1913'
 MB1913'SURFACE AND UNDERGROUND MARKS ARE PA. COORDINATE SYSTEM STANDARD
 MB1913'BRONZE DISKS SET IN SQUARE BLOCKS OF CONCRETE.
 MB1913'
 MB1913'REFERENCE AND AZIMUTH MARKS ARE PA. COORDINATE SYSTEM BRONZE DISKS
 MB1913'SET IN FAST BOULDERS.
 MB1913'
 MB1913'AZIMUTH MARK IS FLUSH WITH SURFACE.  REACHED BY CONTINUING S ON U.S.
 MB1913'ROUTE 19 FOR 0.2 MILE, THENCE W ON DIRT ROAD FOR 0.2 MILE, THENCE
 MB1913'RIGHT THROUGH FIELD TO SUMMIT ABOUT 200 YARDS.
 MB1913'
 MB1913'STATION REACHED FROM MERCER VIA U.S. ROUTE 19 S TO LEESBURG, THENCE
 MB1913'CONTINUE S FOR 1.3 MILES TO STATION SITE AND COUNTY LINE.  MR.
 MB1913'ARMSTRONG LIVES IN THE HOUSE ABOUT 1/8 MILE NE AND ACROSS HIGHWAY.
 MB1913'
 MB1913'HEIGHT OF LIGHT ABOVE STATION MARK- 27.4 METERS.
 MB1913
 MB1913                          STATION RECOVERY (1958)
 MB1913
 MB1913'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 MB1913'STATION WAS NOT RECOVERED.  REFERENCE MARK 1 WAS RECOVERED AND
 MB1913'DISTANCE WAS TAKEN FROM THERE.
 MB1913
 MB1913                          STATION RECOVERY (1960)
 MB1913
 MB1913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 MB1913'THE STATION MARK AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED AND
 MB1913'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR AT
 MB1913'THIS TIME.  THE STATION IS ON THE PROPERTY OF MR. JACK A. JANIS OF
 MB1913'MERCER, PENNA.  A COMPLETE NEW DESCRIPTION FOLLOWS- STATION
 MB1913'IS LOCATED 8 MILES SOUTH OF MERCER, ON THE WEST SIDE OF U.S. HIGHWAY
 MB1913'19, AND APPROXIMATELY ON THE MERCER-LAWRENCE COUNTY LINE.  IT IS IN A
 MB1913'FIELD 107.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 29.5 FEET
 MB1913'NORTHWEST OF THE MERCER-LAWRENCE COUNTY LINE CONCRETE MONUMENT AND
 MB1913'89.5 FEET SOUTHWEST OF TELEPHONE POLE NO. P T 7.  THE MARK IS A
 MB1913'PENNA. COORDINATE SYSTEM DISK SET IN THE TOP OF A CONCRETE POST 12
 MB1913'INCHES UNDERGROUND, STAMPED ARMSTRONG 1937. (NOTES 1A, 7A).
 MB1913'
 MB1913'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION.  IT IS 197 FEET
 MB1913'WEST OF THE CENTER LINE OF THE HIGHWAY, 60 FEET EAST OF THE
 MB1913'EAST SIDE OF A LARGE ROCK PILE, AND 13.5 FEET SOUTHWEST OF AN 8 INCH
 MB1913'STEEL WELL PIPE PROJECTING 1 FOOT, THE MARK IS A PENNA. COORDINATE
 MB1913'SYSTEM DISK SET IN A DRILL HOLE IN THE TOP OF A 3 BY 3 FOOT BOULDER
 MB1913'PROJECTING 1 FOOT ON THE NORTH SIDE, STAMPED ARMSTRONG NO 1 1937.
 MB1913'
 MB1913'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION.  IT IS 177 FEET
 MB1913'WEST OF THE CENTER LINE OF THE HIGHWAY, AND 151 FEET NORTHWEST OF
 MB1913'TELEPHONE POLE NO. P T 7.  THE MARK IS A PENNA. COORDINATE SYSTEM
 MB1913'DISK SET IN A DRILL HOLE IN THE TOP OF A 2 BY 2.5 FOOT BOULDER
 MB1913'PROJECTING 3 INCHES, STAMPED ARMSTRONG NO 2 1937.
 MB1913'
 MB1913'TO REACH FROM THE COURTHOUSE IN MERCER, GO SOUTH ON U.S. HIGHWAY 19
 MB1913'FOR 8 MILES TO THE MERCER-LAWRENCE COUNTY LINE AND STATION ON RIGHT
 MB1913'IN FIELD AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1967 ***********************************************************************
 LZ1967  DESIGNATION -  ARNDT
 LZ1967  PID         -  LZ1967
 LZ1967  STATE/COUNTY-  PA/NORTHUMBERLAND
 LZ1967  USGS QUAD   -  MILTON (1983)
 LZ1967
 LZ1967                         *CURRENT SURVEY CONTROL
 LZ1967  ___________________________________________________________________
 LZ1967* NAD 83(1992)-  41 02 40.17498(N)    076 49 44.50616(W)     ADJUSTED  
 LZ1967* NAVD 88     -       202.3    (meters)     664.     (feet)  VERTCON   
 LZ1967  ___________________________________________________________________
 LZ1967  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 LZ1967  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 LZ1967
 LZ1967  HORZ ORDER  -  SECOND
 LZ1967
 LZ1967.The horizontal coordinates were established by classical geodetic methods
 LZ1967.and adjusted by the National Geodetic Survey in June 2002..
 LZ1967
 LZ1967.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1967
 LZ1967.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1967
 LZ1967.The geoid height was determined by GEOID03.
 LZ1967
 LZ1967;                    North         East     Units Scale Factor Converg.
 LZ1967;SPC PA N     -    97,897.493   677,430.724   MT  0.99997790   +0 36 33.3
 LZ1967;SPC PA N     -   321,185.36  2,222,537.30   sFT  0.99997790   +0 36 33.3
 LZ1967;UTM  18      - 4,545,307.696   346,275.661   MT  0.99989085   -1 12 04.5
 LZ1967
 LZ1967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1967!SPC PA N     -   0.99997350  x   0.99997790  =   0.99995140
 LZ1967!UTM  18      -   0.99997350  x   0.99989085  =   0.99986435
 LZ1967
 LZ1967|---------------------------------------------------------------------|
 LZ1967| PID    Reference Object                     Distance      Geod. Az  |
 LZ1967|                                                           dddmmss.s |
 LZ1967| CB2647 ARNDT RM 1                            5.654 METERS 09915     |
 LZ1967| LZ0440 IRELAND                             APPROX. 3.0 KM 1415308.4 |
 LZ1967| CB2648 ARNDT RM 2                            4.717 METERS 27550     |
 LZ1967|---------------------------------------------------------------------|
 LZ1967
 LZ1967                          SUPERSEDED SURVEY CONTROL
 LZ1967
 LZ1967  NAD 83(1986)-  41 02 40.17497(N)    076 49 44.50277(W) AD(       ) 2
 LZ1967  NAD 27      -  41 02 39.86810(N)    076 49 45.63000(W) AD(       ) 2
 LZ1967  NGVD 29 (07/19/86)  202.5    (m)          664.     (f) VERT ANG       
 LZ1967
 LZ1967.Superseded values are not recommended for survey control.
 LZ1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1967.See file dsdata.txt to determine how the superseded data were derived.
 LZ1967
 LZ1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL4627645308(NAD 83)
 LZ1967_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1967
 LZ1967  HISTORY     - Date     Condition        Report By
 LZ1967  HISTORY     - 1959     MONUMENTED       CGS
 LZ1967
 LZ1967                          STATION DESCRIPTION
 LZ1967
 LZ1967'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LZ1967'THE STATION IS LOCATED ON THE HIGHEST PART OF AN EAST AND WEST RIDGE
 LZ1967'THAT HAS A ROW OF TREES ALONG ITS CREST.  IT IS ABOUT 2.3 MILES
 LZ1967'EAST OF THE WEST BRANCH OF THE SUSQUEHANNA RIVER AND ABOUT 2 MILES
 LZ1967'NORTH-NORTHEAST OF MILTON.  IT IS 5 FEET WEST OF A STANDARD METAL
 LZ1967'WITNESS POST AND 4.5 FEET NORTH OF AN EAST AND WEST FENCE LINE AND AN
 LZ1967'18-INCH WILD CHERRY WITH A TRIANGULAR BLAZE.
 LZ1967'
 LZ1967'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 405,
 LZ1967'ABOUT 2 MILES NORTH OF MILTON, GO EAST ON STATE HIGHWAY 14 FOR
 LZ1967'0.35 MILE TO A FORK AT THE TOP OF A GRADE.  TAKE THE RIGHT FORK, A
 LZ1967'GRAVELED ROAD, LEAVING THE HIGHWAY AND GO EAST FOR 0.13 MILE TO A
 LZ1967'CROSSROAD.  CONTINUE STRAIGHT AHEAD, EAST, ON A GRAVELED ROAD FOR
 LZ1967'0.35 MILE TO A DRIVEWAY ON THE LEFT.  CONTINUE STRAIGHT AHEAD ON THE
 LZ1967'GRAVELED ROAD FOR 0.02 MILE TO A FIELD ROAD ENTRANCE ON THE RIGHT.
 LZ1967'TURN RIGHT ONTO THE FIELD ROAD AND GO SOUTH-SOUTHEAST THROUGH
 LZ1967'THE FIELDS FOR 0.30 MILE TO THE TOP OF THE RIDGE AND A FENCE ROW.
 LZ1967'TURN LEFT AND GO EAST ALONG THE NORTH SIDE OF THE FENCE ROW AND ROW
 LZ1967'OF TREES FOR 0.3 MILE TO THE HIGHEST POINT OF THE RIDGE AND STATION.
 LZ1967'
 LZ1967'THE STATION MARK, A STANDARD DISK STAMPED ARNDT 1958, IS SET IN THE
 LZ1967'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 LZ1967'OF THE GROUND.
 LZ1967'
 LZ1967'REFERENCE MARK 1, A STANDARD DISK STAMPED ARNDT NO 1 1958, IS SET IN
 LZ1967'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 LZ1967'SURFACE OF THE GROUND.  IT IS 19.4 FEET EAST OF AN 18-INCH WILD
 LZ1967'CHERRY TREE WITH A TRIANGULAR BLAZE AND 1 FOOT NORTH OF AN EAST
 LZ1967'AND WEST FENCE ROW.
 LZ1967'
 LZ1967'REFERENCE MARK 2, A STANDARD DISK STAMPED ARNDT NO 2 1958, IS SET IN
 LZ1967'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 LZ1967'SURFACE OF THE GROUND.  IT IS 15 FEET WEST OF AN 18-INCH WILD CHERRY
 LZ1967'TREE WITH A TRIANGULAR BLAZE AND 2 FEET NORTH OF AN EAST AND WEST
 LZ1967'FENCE LINE.
 LZ1967'
 LZ1967'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0251 ***********************************************************************
 KY0251  DESIGNATION -  ARNOLD
 KY0251  PID         -  KY0251
 KY0251  STATE/COUNTY-  PA/ALLEGHENY
 KY0251  USGS QUAD   -  EMSWORTH (1979)
 KY0251
 KY0251                         *CURRENT SURVEY CONTROL
 KY0251  ___________________________________________________________________
 KY0251* NAD 83(1992)-  40 36 53.35893(N)    080 05 54.18540(W)     ADJUSTED  
 KY0251* NAVD 88     -       398.993  (meters)    1309.03   (feet)  ADJUSTED  
 KY0251  ___________________________________________________________________
 KY0251  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 KY0251  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KY0251  DYNAMIC HT  -         398.785 (meters)    1308.35  (feet)  COMP
 KY0251  MODELED GRAV-     980,093.0   (mgal)                       NAVD 88
 KY0251
 KY0251  HORZ ORDER  -  SECOND
 KY0251  VERT ORDER  -  SECOND    CLASS 0
 KY0251
 KY0251.The horizontal coordinates were established by classical geodetic methods
 KY0251.and adjusted by the National Geodetic Survey in June 2002..
 KY0251
 KY0251.The orthometric height was determined by differential leveling
 KY0251.and adjusted by the National Geodetic Survey in June 1991..
 KY0251
 KY0251.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY0251
 KY0251.The geoid height was determined by GEOID03.
 KY0251
 KY0251.The dynamic height is computed by dividing the NAVD 88
 KY0251.geopotential number by the normal gravity value computed on the
 KY0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0251.degrees latitude (g = 980.6199 gals.).
 KY0251
 KY0251.The modeled gravity was interpolated from observed gravity values.
 KY0251
 KY0251;                    North         East     Units Scale Factor Converg.
 KY0251;SPC PA S     -   144,933.091   401,303.126   MT  0.99996359   -1 31 25.0
 KY0251;SPC PA S     -   475,501.32  1,316,608.67   sFT  0.99996359   -1 31 25.0
 KY0251;UTM  17      - 4,496,390.724   576,267.409   MT  0.99967160   +0 35 13.0
 KY0251
 KY0251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY0251!SPC PA S     -   0.99994275  x   0.99996359  =   0.99990634
 KY0251!UTM  17      -   0.99994275  x   0.99967160  =   0.99961437
 KY0251
 KY0251:                Primary Azimuth Mark                     Grid Az
 KY0251:SPC PA S     -  KEARN                                    009 23 04.6
 KY0251:UTM  17      -  KEARN                                    007 16 26.6
 KY0251
 KY0251|---------------------------------------------------------------------|
 KY0251| PID    Reference Object                     Distance      Geod. Az  |
 KY0251|                                                           dddmmss.s |
 KY0251| KY0245 KEARN                               APPROX. 2.3 KM 0075139.6 |
 KY0251| CX3155 ARNOLD RM 1                           8.065 METERS 13103     |
 KY0251| CX3156 ARNOLD RM 2                           7.873 METERS 35907     |
 KY0251|---------------------------------------------------------------------|
 KY0251
 KY0251                          SUPERSEDED SURVEY CONTROL
 KY0251
 KY0251  NAD 83(1995)-  40 36 53.35957(N)    080 05 54.18709(W) AD(       ) 2
 KY0251  NAD 83(1986)-  40 36 53.36400(N)    080 05 54.19381(W) AD(       ) 2
 KY0251  NAD 27      -  40 36 53.12210(N)    080 05 54.98770(W) AD(       ) 2
 KY0251  NGVD 29 (??/??/92)  399.140  (m)         1309.51   (f) ADJ UNCH    2 0
 KY0251
 KY0251.Superseded values are not recommended for survey control.
 KY0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0251.See file dsdata.txt to determine how the superseded data were derived.
 KY0251
 KY0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE7626796391(NAD 83)
 KY0251_MARKER: DB = BENCH MARK DISK
 KY0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0251_STAMPING: ARNOLD 1959
 KY0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0251+STABILITY: SURFACE MOTION
 KY0251
 KY0251  HISTORY     - Date     Condition        Report By
 KY0251  HISTORY     - 1959     MONUMENTED       CGS
 KY0251  HISTORY     - 1960     GOOD             NGS
 KY0251  HISTORY     - 19920623 MARK NOT FOUND   LOCENG
 KY0251  HISTORY     - 19920806 MARK NOT FOUND   LOCENG
 KY0251
 KY0251                          STATION DESCRIPTION
 KY0251
 KY0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 KY0251'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF INGOMAR,
 KY0251'ABOUT 2-1/4 MILES WEST-SOUTHWEST OF WEXFORD, AT THE NORTHEAST
 KY0251'EDGE OF A LAWN, ON PROPERTY OWNED BY MR. HENRY ARNOLD.  IT IS 112
 KY0251'FEET NORTH OF THE CENTER OF STATE HIGHWAY 856, 57 FEET
 KY0251'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE BLOCK GARAGE,
 KY0251'43.7 FEET WEST OF THE NORTHWEST CORNER OF A BRICK HOUSE, 24 FEET
 KY0251'WEST OF THE CENTER OF A GRAVELED DRIVEWAY AND 19 FEET
 KY0251'SOUTH-SOUTHEAST OF A 18-INCH ASH TREE.
 KY0251'
 KY0251'TO REACH THE STATION FROM THE POST OFFICE IN WEXFORD, GO WEST ON
 KY0251'THE ORANGE BELT, A BLACKTOP ROAD FOR 1.59 MILES TO A CROSSROAD,
 KY0251'CONTINUE WEST ON THE ORANGE BELT ROAD FOR 0.73 MILE TO A REVERSE
 KY0251'Y-INTERSECTION, THE JUNCTION OF STATE HIGHWAY 856 WITH THE ORANGE
 KY0251'BELT ROAD.  GO WEST ON THE ORANGE BELT ROAD AND STATE HIGHWAY 856
 KY0251'FOR 0.41 MILE TO A DRIVEWAY AND THE STATION ON THE RIGHT, NORTH,
 KY0251'SIDE OF THE HIGHWAY AS DESCRIBED.
 KY0251'
 KY0251'THE STATION MARK, A STANDARD DISK STAMPED ARNOLD 1959, IS SET IN
 KY0251'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KY0251'SURFACE OF THE GROUND.
 KY0251'
 KY0251'REFERENCE MARK 1, A STANDARD DISK STAMPED ARNOLD NO 1 1959, IS
 KY0251'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 KY0251'THE SURFACE OF THE GROUND.  IT IS 46 FEET SOUTH-SOUTHEAST OF A
 KY0251'18-INCH ASH TREE, 14 FEET WEST OF THE CENTER OF A GRAVELED
 KY0251'DRIVEWAY, IS SET AT THE WEST EDGE OF A LAWN AND IS ABOUT THE SAME
 KY0251'ELEVATION AS THE STATION.
 KY0251'
 KY0251'REFERENCE MARK 2, A STANDARD DISK STAMPED ARNOLD NO 2 1959, IS
 KY0251'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 KY0251'THE SURFACE OF THE GROUND.  IT IS 17.6 FEET EAST OF A 18-INCH ASH
 KY0251'TREE, 15 FEET WEST OF THE CENTER OF A GRAVELED DRIVEWAY, ABOUT 1.0
 KY0251'FOOT WEST OF THE EAST EDGE OF A LAWN AND IS ABOUT 1.0 FOOT LOWER
 KY0251'THAN THE STATION.
 KY0251'
 KY0251'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  STATION
 KY0251'KEARN MAY BE USED AS AN AZIMUTH MARK.
 KY0251'
 KY0251'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KY0251
 KY0251                          STATION RECOVERY (1960)
 KY0251
 KY0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KY0251'8.2 MI NE FROM GLENFIELD.
 KY0251'ABOUT 2.65 MILE NORTH ALONG GLENFIELD RD. FROM THE JUNCTION OF
 KY0251'GLENFIELD RD. AND STATE HY. 88 IN GLENFIELD THENCE 0.75 MILE
 KY0251'NORTH EAST ON BLACKTOP ROAD TO THE JUNCTION OF STATE HY. 856
 KY0251'THENCE 4.75 MILE NORTH ON HY. 856, STANDARD TRIANGULATION STATION
 KY0251'DISK SET IN TOP OF CONCRETE POST PROJECTING ABOUT 1 INCH (FLUSH
 KY0251'WITH THE GROUND), 27 FEET SOUTH OF RM 2, 21 FEET NORTH WEST OF
 KY0251'RM 1, 126 FEET NORTH WEST OF THE CENTERLINE OF HY. 856, 60
 KY0251'FEET NORTH EAST OF NORTH EAST CORNER OF A COMBINATION CINDER
 KY0251'BLOCK AND FRAME HOUSE.  NOTE-- ALSO ABOUT 0.1 MILE EAST OF
 KY0251'JUNCTION OF HY. 856 AND BEXFORD AND BAIN RD.  ABOUT 0.1 MILE
 KY0251'EAST ALONG HY. 856 FROM CORMODYS TAVERN.
 KY0251
 KY0251                          STATION RECOVERY (1992)
 KY0251
 KY0251'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 KY0251'MARK NOT FOUND.
 KY0251
 KY0251                          STATION RECOVERY (1992)
 KY0251
 KY0251'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992 (DM)
 KY0251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0250 ***********************************************************************
 KY0250  DESIGNATION -  ARNOLD 1
 KY0250  PID         -  KY0250
 KY0250  STATE/COUNTY-  PA/ALLEGHENY
 KY0250  USGS QUAD   -  EMSWORTH (1979)
 KY0250
 KY0250                         *CURRENT SURVEY CONTROL
 KY0250  ___________________________________________________________________
 KY0250* NAD 83(1986)-  40 36 53.     (N)    080 05 54.     (W)     SCALED    
 KY0250* NAVD 88     -       399.280  (meters)    1309.97   (feet)  ADJUSTED  
 KY0250  ___________________________________________________________________
 KY0250  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KY0250  DYNAMIC HT  -         399.072 (meters)    1309.29  (feet)  COMP
 KY0250  MODELED GRAV-     980,093.0   (mgal)                       NAVD 88
 KY0250
 KY0250  VERT ORDER  -  SECOND    CLASS 0
 KY0250
 KY0250.The horizontal coordinates were scaled from a topographic map and have
 KY0250.an estimated accuracy of +/- 6 seconds.
 KY0250
 KY0250.The orthometric height was determined by differential leveling
 KY0250.and adjusted by the National Geodetic Survey in June 1991..
 KY0250
 KY0250.The geoid height was determined by GEOID03.
 KY0250
 KY0250.The dynamic height is computed by dividing the NAVD 88
 KY0250.geopotential number by the normal gravity value computed on the
 KY0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0250.degrees latitude (g = 980.6199 gals.).
 KY0250
 KY0250.The modeled gravity was interpolated from observed gravity values.
 KY0250
 KY0250;                    North         East    Units  Estimated Accuracy
 KY0250;SPC PA S     -   144,920.      401,310.      MT  (+/- 180 meters Scaled)
 KY0250
 KY0250                          SUPERSEDED SURVEY CONTROL
 KY0250
 KY0250  NGVD 29 (??/??/92)  399.428  (m)         1310.46   (f) ADJ UNCH    2 0
 KY0250
 KY0250.Superseded values are not recommended for survey control.
 KY0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0250.See file dsdata.txt to determine how the superseded data were derived.
 KY0250
 KY0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE762963(NAD 83)
 KY0250_MARKER: DR = REFERENCE MARK DISK
 KY0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0250_STAMPING: ARNOLD NO. 1 1959
 KY0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0250+STABILITY: SURFACE MOTION
 KY0250
 KY0250  HISTORY     - Date     Condition        Report By
 KY0250  HISTORY     - 1959     MONUMENTED       CGS
 KY0250  HISTORY     - 1960     GOOD             NGS
 KY0250
 KY0250                          STATION DESCRIPTION
 KY0250
 KY0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0250'8.2 MI NE FROM GLENFIELD.
 KY0250'ABOUT 2.65 MILE NORTH ALONG GLENFIELD RD. FROM THE JUNCTION OF
 KY0250'GLENFIELD RD. AND STATE HY. 88 IN GLENFIELD THENCE 0.75 MILE
 KY0250'NORTH EAST ON BLACKTOP ROAD TO THE JUNCTION OF STATE HY. 856
 KY0250'THENCE 4.75 MILE NORTH ON HY. 856, STANDARD REFERENCE MARK DISK
 KY0250'SET IN TOP OF CONCRETE POST FLUSH WITH THE GROUND, 27 FEET
 KY0250'SOUTH EAST OF STATION SIGHT, 48 FEET NORTH EAST OF RM 2, 147 FEET
 KY0250'NORTH WEST OF THE CENTERLINE OF HY. 856, 39 FEET SOUTH EAST OF A
 KY0250'20 IN BLACK WALNUT TREE.  NOTE-- ALSO ABOUT 0.1 MILE EAST OF
 KY0250'JUNCTION OF HY. 856 AND BEXFORD AND BAIN RD.  ABOUT 0.1 MILE
 KY0250'EAST ALONG HY. 856 FROM CORMODYS TAVERN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0252 ***********************************************************************
 KY0252  DESIGNATION -  ARNOLD 2
 KY0252  PID         -  KY0252
 KY0252  STATE/COUNTY-  PA/ALLEGHENY
 KY0252  USGS QUAD   -  EMSWORTH (1979)
 KY0252
 KY0252                         *CURRENT SURVEY CONTROL
 KY0252  ___________________________________________________________________
 KY0252* NAD 83(1986)-  40 36 53.     (N)    080 05 54.     (W)     SCALED    
 KY0252* NAVD 88     -       398.441  (meters)    1307.22   (feet)  ADJUSTED  
 KY0252  ___________________________________________________________________
 KY0252  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KY0252  DYNAMIC HT  -         398.234 (meters)    1306.54  (feet)  COMP
 KY0252  MODELED GRAV-     980,093.0   (mgal)                       NAVD 88
 KY0252
 KY0252  VERT ORDER  -  SECOND    CLASS 0
 KY0252
 KY0252.The horizontal coordinates were scaled from a topographic map and have
 KY0252.an estimated accuracy of +/- 6 seconds.
 KY0252
 KY0252.The orthometric height was determined by differential leveling
 KY0252.and adjusted by the National Geodetic Survey in June 1991..
 KY0252
 KY0252.The geoid height was determined by GEOID03.
 KY0252
 KY0252.The dynamic height is computed by dividing the NAVD 88
 KY0252.geopotential number by the normal gravity value computed on the
 KY0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0252.degrees latitude (g = 980.6199 gals.).
 KY0252
 KY0252.The modeled gravity was interpolated from observed gravity values.
 KY0252
 KY0252;                    North         East    Units  Estimated Accuracy
 KY0252;SPC PA S     -   144,920.      401,310.      MT  (+/- 180 meters Scaled)
 KY0252
 KY0252                          SUPERSEDED SURVEY CONTROL
 KY0252
 KY0252  NGVD 29 (??/??/92)  398.588  (m)         1307.70   (f) ADJ UNCH    2 0
 KY0252
 KY0252.Superseded values are not recommended for survey control.
 KY0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0252.See file dsdata.txt to determine how the superseded data were derived.
 KY0252
 KY0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE762963(NAD 83)
 KY0252_MARKER: DR = REFERENCE MARK DISK
 KY0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0252_STAMPING: ARNOLD NO. 2 1959
 KY0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0252+STABILITY: SURFACE MOTION
 KY0252
 KY0252  HISTORY     - Date     Condition        Report By
 KY0252  HISTORY     - 1959     MONUMENTED       CGS
 KY0252  HISTORY     - 1960     GOOD             NGS
 KY0252
 KY0252                          STATION DESCRIPTION
 KY0252
 KY0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0252'8.2 MI NE FROM GLENFIELD.
 KY0252'ABOUT 2.65 MILE NORTH ALONG GLENFIELD RD. FROM THE JUNCTION OF
 KY0252'GLENFIELD RD. AND STATE HY. 88 IN GLENFIELD THENCE 0.75 MILE
 KY0252'NORTH EAST ON BLACKTOP ROAD TO THE JUNCTION OF STATE HY. 856
 KY0252'THENCE 4.75 MILE NORTH ALONG STATE 856, STANDARD REFERENCE MARK
 KY0252'DISK SET IN TOP OF CONCRETE POST FLUSH WITH THE GROUND, 27 FEET
 KY0252'NORTH OF THE STATION SIGHT, 48 FEET SOUTH WEST OF RM 1, 153 FEET
 KY0252'NORTH WEST OF THE CENTERLINE OF HY. 856, 19 FEET NORTH EAST OF
 KY0252'A BLACK WALNUT TREE.  NOTE-- ALSO ABOUT 0.1 MILE EAST OF
 KY0252'JUNCTION OF HY. 856 AND BEXFORD AND BAIN RD.  ABOUT 0.1 MILE
 KY0252'EAST ALONG HY. 856 FROM CORMODYS TAVERN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1381 ***********************************************************************
 MA1381  DESIGNATION -  ARP
 MA1381  PID         -  MA1381
 MA1381  STATE/COUNTY-  PA/VENANGO
 MA1381  USGS QUAD   -  FRANKLIN (1972)
 MA1381
 MA1381                         *CURRENT SURVEY CONTROL
 MA1381  ___________________________________________________________________
 MA1381* NAD 83(1986)-  41 22 45.     (N)    079 51 37.     (W)     SCALED    
 MA1381* NAVD 88     -       469.247  (meters)    1539.52   (feet)  ADJUSTED  
 MA1381  ___________________________________________________________________
 MA1381  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 MA1381  DYNAMIC HT  -         469.036 (meters)    1538.83  (feet)  COMP
 MA1381  MODELED GRAV-     980,158.9   (mgal)                       NAVD 88
 MA1381
 MA1381  VERT ORDER  -  SECOND    CLASS 0
 MA1381
 MA1381.The horizontal coordinates were scaled from a topographic map and have
 MA1381.an estimated accuracy of +/- 6 seconds.
 MA1381
 MA1381.The orthometric height was determined by differential leveling
 MA1381.and adjusted by the National Geodetic Survey in June 1991..
 MA1381
 MA1381.The geoid height was determined by GEOID03.
 MA1381
 MA1381.The dynamic height is computed by dividing the NAVD 88
 MA1381.geopotential number by the normal gravity value computed on the
 MA1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1381.degrees latitude (g = 980.6199 gals.).
 MA1381
 MA1381.The modeled gravity was interpolated from observed gravity values.
 MA1381
 MA1381;                    North         East    Units  Estimated Accuracy
 MA1381;SPC PA N     -   136,800.      423,500.      MT  (+/- 180 meters Scaled)
 MA1381
 MA1381                          SUPERSEDED SURVEY CONTROL
 MA1381
 MA1381  NGVD 29 (??/??/92)  469.425  (m)         1540.11   (f) ADJ UNCH    2 0
 MA1381
 MA1381.Superseded values are not recommended for survey control.
 MA1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1381.See file dsdata.txt to determine how the superseded data were derived.
 MA1381
 MA1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF953814(NAD 83)
 MA1381_MARKER: DT = TOPOGRAPHIC STATION DISK
 MA1381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1381_SP_SET: RUNWAY
 MA1381_STAMPING: ARP 1959
 MA1381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1381
 MA1381  HISTORY     - Date     Condition        Report By
 MA1381  HISTORY     - 1959     MONUMENTED       CGS
 MA1381  HISTORY     - 1966     MARK NOT FOUND   NGS
 MA1381
 MA1381                          STATION DESCRIPTION
 MA1381
 MA1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA1381'3 MI S FROM FRANKLIN.
 MA1381'AT THE CHESS LAMBERTON AIRPORT, ABOUT 3.0 MILES SOUTH OF
 MA1381'FRANKLIN, VENANGO COUNTY.  THE MARK IS ON THE SOUTHWEST EDGE OF
 MA1381'THE SOUTHEAST-NORTHWEST RUNWAY, 1872 FEET NORTHWEST OF THE
 MA1381'SOUTHEAST END OF THE RUNWAY AND 1825 FEET SOUTHEAST OF THE
 MA1381'NORTHWEST END OF THE RUNWAY AND APPROXIMATELY 700 FEET NORTH OF
 MA1381'THE AIR PORT TERMINAL BUILDING.  NOTE-- THERE HAS BEEN SOME
 MA1381'CONSTRUCTION IN THE AREA AND THE MARK HAS PROBABLY BEEN DESTROYED
 MA1381'OR BURIED.
 MA1381
 MA1381                          STATION RECOVERY (1966)
 MA1381
 MA1381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 MA1381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2825 ***********************************************************************
 KV2825  DESIGNATION -  ARP
 KV2825  PID         -  KV2825
 KV2825  STATE/COUNTY-  PA/LUZERNE
 KV2825  USGS QUAD   -  HAZLETON (1995)
 KV2825
 KV2825                         *CURRENT SURVEY CONTROL
 KV2825  ___________________________________________________________________
 KV2825* NAD 83(1986)-  40 59 12.     (N)    075 59 41.     (W)     SCALED    
 KV2825* NAVD 88     -       488.367  (meters)    1602.25   (feet)  ADJUSTED  
 KV2825  ___________________________________________________________________
 KV2825  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KV2825  DYNAMIC HT  -         488.135 (meters)    1601.49  (feet)  COMP
 KV2825  MODELED GRAV-     980,134.2   (mgal)                       NAVD 88
 KV2825
 KV2825  VERT ORDER  -  SECOND    CLASS 0
 KV2825
 KV2825.The horizontal coordinates were scaled from a topographic map and have
 KV2825.an estimated accuracy of +/- 6 seconds.
 KV2825
 KV2825.The orthometric height was determined by differential leveling
 KV2825.and adjusted by the National Geodetic Survey in June 1991..
 KV2825
 KV2825.The geoid height was determined by GEOID03.
 KV2825
 KV2825.The dynamic height is computed by dividing the NAVD 88
 KV2825.geopotential number by the normal gravity value computed on the
 KV2825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2825.degrees latitude (g = 980.6199 gals.).
 KV2825
 KV2825.The modeled gravity was interpolated from observed gravity values.
 KV2825
 KV2825;                    North         East    Units  Estimated Accuracy
 KV2825;SPC PA N     -    92,560.      747,700.      MT  (+/- 180 meters Scaled)
 KV2825
 KV2825                          SUPERSEDED SURVEY CONTROL
 KV2825
 KV2825  NGVD 29 (??/??/??)  488.567  (m)         1602.91   (f) ADJUSTED    2 0
 KV2825
 KV2825.Superseded values are not recommended for survey control.
 KV2825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2825.See file dsdata.txt to determine how the superseded data were derived.
 KV2825
 KV2825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL163377(NAD 83)
 KV2825_MARKER: DT = TOPOGRAPHIC STATION DISK
 KV2825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2825_STAMPING: ARP 1960
 KV2825_MARK LOGO: CGS   
 KV2825_PROJECTION: FLUSH
 KV2825_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV2825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2825+STABILITY: SURFACE MOTION
 KV2825
 KV2825  HISTORY     - Date     Condition        Report By
 KV2825  HISTORY     - 1960     MONUMENTED       CGS
 KV2825  HISTORY     - 1965     GOOD             CGS
 KV2825  HISTORY     - 1971     GOOD             NGS
 KV2825  HISTORY     - 19800615 GOOD             NGS
 KV2825
 KV2825                          STATION DESCRIPTION
 KV2825
 KV2825'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV2825'2.5 MI N FROM HAZLETON.
 KV2825'THE MARK IS LOCATED AT THE HAZLETON MUNICIPAL AIRPORT APPROXIMATELY
 KV2825'700 FT SSW FROM THE TERMINAL BUILDING.  IT IS 194.0 FT WEST
 KV2825'ALONG THE SOUTHERN EDGE OF THE RUNWAY FROM A POINT WHERE THE
 KV2825'C/L OF THE TAXI-WAY (EXTENDED) MEETS THE SOUTHERN EDGE OF THE
 KV2825'RUNWAY, 104.3 FT EAST OF RUNWAY LIGHT 10-4, 102.9 FT WEST OF
 KV2825'RUNWAY LIGHT 10-2 AND 303.9 FT NORTH OF THE WIND SOCK LOCATED IN
 KV2825'THE MIDDLE OF A SEGMENTED CIRCLE.  THE MARK IS A STANDARD TOPOGRAPHIC
 KV2825'DISC SET IN A 10 IN. CONCRETE POST FLUSH WITH THE GROUND, AND
 KV2825'IT IS AT THE SOUTHERN EDGE OF THE RUNWAY.
 KV2825
 KV2825                          STATION RECOVERY (1971)
 KV2825
 KV2825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KV2825'RECOVERED IN GOOD CONDITION.
 KV2825
 KV2825                          STATION RECOVERY (1980)
 KV2825
 KV2825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 KV2825'THE STATION IS LOCATED AT HAZLETON MUNICIPAL AIRPORT APPROX.  700 FT
 KV2825'(213.4 M) SOUTH-SOUTHWEST FROM THE TERMINAL BUILDING.  IT IS 303.9 FT
 KV2825'(92.6 M) NORTH OF THE WIND SOCK LOCATED IN THE MIDDLE OF A SEGMENTED
 KV2825'CIRCLE, 194.0 FT (59.1 M) WEST ALONG THE SOUTHERN EDGE OF THE RUNWAY
 KV2825'FROM A POINT WHERE THE CENTERLINE OF THE TAXIWAY (EXTENDED) MEETS THE
 KV2825'SOUTHERN EDGE OF THE RUNWAY, 22.6 FT (6.9 M) WEST-NORTHWEST OF 1ST
 KV2825'RUNWAY LIGHT WEST OF CENTER TAXIWAY.  THE STATION IS A STANDARD
 KV2825'TOPOGRAPHIC DISC SET IN CONCRETE, FLUSH WITH THE GROUND, AND IS
 KV2825'STAMPED---ARP 1960---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1651 ***********************************************************************
 KV1651  DESIGNATION -  ARP
 KV1651  PID         -  KV1651
 KV1651  STATE/COUNTY-  PA/LEHIGH
 KV1651  USGS QUAD   -  CATASAUQUA (1992)
 KV1651
 KV1651                         *CURRENT SURVEY CONTROL
 KV1651  ___________________________________________________________________
 KV1651* NAD 83(1986)-  40 39 22.     (N)    075 26 10.     (W)     SCALED    
 KV1651* NAVD 88     -       116.614  (meters)     382.59   (feet)  ADJUSTED  
 KV1651  ___________________________________________________________________
 KV1651  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 KV1651  DYNAMIC HT  -         116.558 (meters)     382.41  (feet)  COMP
 KV1651  MODELED GRAV-     980,139.7   (mgal)                       NAVD 88
 KV1651
 KV1651  VERT ORDER  -  SECOND    CLASS 0
 KV1651
 KV1651.The horizontal coordinates were scaled from a topographic map and have
 KV1651.an estimated accuracy of +/- 6 seconds.
 KV1651
 KV1651.The orthometric height was determined by differential leveling
 KV1651.and adjusted by the National Geodetic Survey in June 1991..
 KV1651
 KV1651.The geoid height was determined by GEOID03.
 KV1651
 KV1651.The dynamic height is computed by dividing the NAVD 88
 KV1651.geopotential number by the normal gravity value computed on the
 KV1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1651.degrees latitude (g = 980.6199 gals.).
 KV1651
 KV1651.The modeled gravity was interpolated from observed gravity values.
 KV1651
 KV1651;                    North         East    Units  Estimated Accuracy
 KV1651;SPC PA S     -   149,440.      795,660.      MT  (+/- 180 meters Scaled)
 KV1651
 KV1651                          SUPERSEDED SURVEY CONTROL
 KV1651
 KV1651  NGVD 29 (??/??/??)  116.827  (m)          383.29   (f) ADJUSTED    2 0
 KV1651
 KV1651.Superseded values are not recommended for survey control.
 KV1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1651.See file dsdata.txt to determine how the superseded data were derived.
 KV1651
 KV1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL631006(NAD 83)
 KV1651_MARKER: DT = TOPOGRAPHIC STATION DISK
 KV1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1651_SP_SET: CONC
 KV1651_STAMPING: ARP 1962
 KV1651_MARK LOGO: CGS   
 KV1651_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV1651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1651+STABILITY: SURFACE MOTION
 KV1651
 KV1651  HISTORY     - Date     Condition        Report By
 KV1651  HISTORY     - 1962     MONUMENTED       CGS
 KV1651  HISTORY     - 1972     GOOD             NGS
 KV1651  HISTORY     - 1981     GOOD             LOCSUR
 KV1651  HISTORY     - 19900615 GOOD             NGS
 KV1651
 KV1651                          STATION DESCRIPTION
 KV1651
 KV1651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 KV1651'AT ALLENTOWN.
 KV1651'THE STATION IS LOCATED AT THE ALLENTOWN-BETHLEHEM-EASTON
 KV1651'AIRPORT.  TO REACH THE STATION FROM THE ADMINISTRATION BUILDING,
 KV1651'GO WEST ON THE TAXIWAY IN FRONT OF THE BUILDING TO THE Y JUNCTION
 KV1651'OF TAXIWAYS AND THEN GO WEST 237.30 FEET FROM Y TO ARP.  IT IS
 KV1651'175.52 FEET SE OF THE CENTERLINE OF RUNWAY 6/24, 99.90 FEET NW
 KV1651'OF THE NW EDGE OF THE NE-SW TAXIWAY AND 164.20 FEET SW OF THE SW
 KV1651'EDGE OF THE NW/SE TAXIWAY.  THE STATION IS A STANDARD TOPOGRAPHIC
 KV1651'STATION DISK STAMPED ARP 1962 AND IS SET FLUSH TO THE GROUND
 KV1651'IN CONCRETE.
 KV1651
 KV1651                          STATION RECOVERY (1981)
 KV1651
 KV1651'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 KV1651'RECOVERED IN GOOD CONDITION.
 KV1651
 KV1651                          STATION RECOVERY (1990)
 KV1651
 KV1651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 KV1651'THE STATION IS LOCATED IN THE CENTER OF THE A B E AIRPORT IN THE GRASS
 KV1651'AREA SOUTHEAST OF RUNWAY 6/24, JUST SOUTHWEST OF TAXIWAY E. THE
 KV1651'STATION IS 164.2 FT (50.0 M) SOUTHWEST OF THE SOUTHWEST EDGE OF
 KV1651'TAXIWAY E, 111.3 FT (33.9 M) SOUTH OF THE FIRST RUNWAY LIGHT NEAR THE
 KV1651'TAXIWAY MARKER AND 141.9 FT (43.3 M) SOUTHEAST OF THE SECOND LIGHT.
 KV1651'THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED---ARP 1962---, SET
 KV1651'IN THE TOP OF A CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA5445 ***********************************************************************
 AA5445  CBN         -  This is a Cooperative Base Network Control Station.
 AA5445  PACS        -  This is a Primary Airport Control Station.
 AA5445  DESIGNATION -  ARP 2 1965 HZL
 AA5445  PID         -  AA5445
 AA5445  STATE/COUNTY-  PA/LUZERNE
 AA5445  USGS QUAD   -  HAZLETON (1995)
 AA5445
 AA5445                         *CURRENT SURVEY CONTROL
 AA5445  ___________________________________________________________________
 AA5445* NAD 83(1992)-  40 59 13.52071(N)    075 59 35.10669(W)     ADJUSTED  
 AA5445* NAVD 88     -       488.00   (meters)    1601.0    (feet)  LEVELING  
 AA5445  ___________________________________________________________________
 AA5445  X           -   1,167,081.856 (meters)                     COMP
 AA5445  Y           -  -4,678,504.196 (meters)                     COMP
 AA5445  Z           -   4,161,639.679 (meters)                     COMP
 AA5445  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 AA5445  ELLIP HEIGHT-         455.40  (meters)          (03/28/01) GPS OBS
 AA5445  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 AA5445
 AA5445  HORZ ORDER  -  B
 AA5445  VERT ORDER  -  THIRD ?
 AA5445  ELLP ORDER  -  THIRD     CLASS II
 AA5445
 AA5445.This mark is at Hazelton Airport (HZL)
 AA5445
 AA5445.The horizontal coordinates were established by GPS observations
 AA5445.and adjusted by the National Geodetic Survey in May 1995..
 AA5445
 AA5445.The orthometric height was determined by differential leveling.
 AA5445.The vertical network tie was performed by a horz. field party for horz.
 AA5445.obs reductions. Reset procedures were used to establish the elevation.
 AA5445
 AA5445.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5445
 AA5445.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5445
 AA5445.The ellipsoidal height was determined by GPS observations
 AA5445.and is referenced to NAD 83.
 AA5445
 AA5445.The geoid height was determined by GEOID03.
 AA5445
 AA5445;                    North         East     Units Scale Factor Converg.
 AA5445;SPC PA N     -    92,610.471   747,834.818   MT  0.99998487   +1 09 44.2
 AA5445;SPC PA N     -   303,839.52  2,453,521.40   sFT  0.99998487   +1 09 44.2
 AA5445;UTM  18      - 4,537,798.690   416,463.126   MT  0.99968589   -0 39 05.0
 AA5445
 AA5445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5445!SPC PA N     -   0.99992857  x   0.99998487  =   0.99991344
 AA5445!UTM  18      -   0.99992857  x   0.99968589  =   0.99961448
 AA5445
 AA5445                          SUPERSEDED SURVEY CONTROL
 AA5445
 AA5445  ELLIP H (05/23/95)  455.35   (m)                       GP(       ) 3 1
 AA5445  NGVD 29 (05/23/95)  488.19   (m)         1601.7    (f) LEVELING    3  
 AA5445
 AA5445.Superseded values are not recommended for survey control.
 AA5445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5445.See file dsdata.txt to determine how the superseded data were derived.
 AA5445
 AA5445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL1646337799(NAD 83)
 AA5445_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA5445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5445_STAMPING: ARP 2 1965
 AA5445_MARK LOGO: CGS   
 AA5445_PROJECTION: RECESSED 0 CENTIMETERS
 AA5445_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5445+STABILITY: SURFACE MOTION
 AA5445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5445+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 AA5445
 AA5445  HISTORY     - Date     Condition        Report By
 AA5445  HISTORY     - 1965     MONUMENTED       CGS
 AA5445  HISTORY     - 19930515 GOOD             NGS
 AA5445  HISTORY     - 19981006 GOOD             NGS
 AA5445  HISTORY     - 20000420 GOOD             PADT
 AA5445
 AA5445                          STATION DESCRIPTION
 AA5445
 AA5445'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EJP)
 AA5445'STATION IS LOCATED ON THE HAZLETON MUNICIPAL AIRPORT WHICH IS 3 MI
 AA5445'(4.8 KM) NNW OF THE CITY OF HAZLETON, PA, 6 MI (9.7 KM) S OF
 AA5445'INTERSTATE 80 AND 2 MI (3.2 KM) E OF INTERSTATE 81.  ACCESS TO THE
 AA5445'FIELD SHOULD BE ARRANGED IN ADVANCE. AIRPORT PHONE NUMBER IS
 AA5445'717-459-4926.
 AA5445' 
 AA5445'TO REACH FROM THE SOUTH SIDE OF THE TERMINAL BUILDING DRIVE SOUTHERLY
 AA5445'ACROSS THE RAMP FOR 0.05 MI (0.08 KM) TO A CONNECTING TAXIWAY.
 AA5445'CONTINUE SOUTHERLY ON TAXIWAY FOR 150.0 FT (45.7 M) TO THE STATION ON
 AA5445'THE RIGHT.
 AA5445' 
 AA5445'IT IS 147.8 FT (45.0 M) N OF THE CENTERLINE OF RUNWAY 10/28, 96.2 FT
 AA5445'(29.3 M) NW OF A TAXIWAY LIGHT (SHOWS BLUE) AT THE CORNER OF THE
 AA5445'TAXIWAY AND RUNWAY AND 81.2 FT (24.7 M) W OF THE W EDGE OF THE
 AA5445'TAXIWAY.
 AA5445
 AA5445                          STATION RECOVERY (1993)
 AA5445
 AA5445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AA5445'THE STATION IS LOCATED AT THE HAZLETON MUNICIPAL AIRPORT WEST OF THE
 AA5445'MID-FIELD TAXIWAY.  IT IS ABOUT 400 FT (121.9 M) SOUTH OF THE TERMINAL
 AA5445'BUILDING, 147.8 FT (45.0 M) NORTH OF THE CENTERLINE OF THE RUNWAY,
 AA5445'81.2 FT (24.7 M) WEST OF THE WEST EDGE OF THE TAXIWAY AND 96.2 FT
 AA5445'(29.3 M) NORTHWEST OF THE TAXIWAY LIGHT AT THE CORNER OF THE TAXIWAY
 AA5445'WITH THE RUNWAY.  THE STATION IS A CGS TOPOGRAPHICAL DISK
 AA5445'STAMPED---ARP 2 1965---, SET IN THE TOP OF A CONCRETE POST WHICH IS
 AA5445'FLUSH WITH THE GROUND.
 AA5445
 AA5445                          STATION RECOVERY (1998)
 AA5445
 AA5445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (JDR)
 AA5445'RECOVERED AS DESCRIBED.
 AA5445
 AA5445                          STATION RECOVERY (2000)
 AA5445
 AA5445'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (JG)
 AA5445'THE STATION IS LOCATED ON THE HAZLETON MUNICIPAL AIRPORT WHICH IS
 AA5445'3 MI (4.8 KM) NNW OF THE CITY OF HAZLETON, PA, 6 MI (9.7 KM) S
 AA5445'OF INTERSTATE 80 AND 2 MI (3.2 KM) E OF INTERSTATE 81.  ACCESS TO
 AA5445'THE FIELD SHOULD BE ARRANGED IN ADVANCE. AIRPORT PHONE NUMBER
 AA5445'IS 570-459-4926.
 AA5445' 
 AA5445'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE 81
 AA5445'SOUTHBOUND AND STATE ROUTE 93, PROCEED SOUTH ON STATE ROUTE
 AA5445'93 FOR 0.7 MI (1.13 KM) TO STATE ROUTE 3026 (AIRPORT ROAD).  TURN LEFT
 AA5445'ONTO AIRPORT ROAD AND PROCEED  FOR 1.9 MI (3.06 KM) TO HESS ROAD
 AA5445'(T-499).  TURN RIGHT ONOT HESS ROAD AND PROCEED FOR 0.25 MI (0.40 KM)
 AA5445'TO THE AIRPORT ENTRANCE.
 AA5445' 
 AA5445'TO REACH FROM THE SOUTH SIDE OF THE TERMINAL BUILDING DRIVE
 AA5445'SOUTHERLY ACROSS THE RAMP FOR 0.05 MI (0.08 KM) TO A CONNECTING
 AA5445'TAXIWAY.  CONTINUE SOUTHERLY ON TAXIWAY FOR 150.0 FT (45.7 M) TO THE
 AA5445'STATION ON THE RIGHT.  IT IS 147.8 FT (45.0 M) N OF THE CENTERLINE OF
 AA5445'RUNWAY 10/28, 96.2 FT (29.3 M) NW OF A TAXIWAY LIGHT (SHOWS BLUE) AT
 AA5445'THE CORNER OF THETAXIWAY AND RUNWAY AND 81.2 FT (24.7 M) W OF THE
 AA5445'W EDGE OF THETAXIWAY.
 AA5445' 
 AA5445'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2404 ***********************************************************************
 MA2404  DESIGNATION -  ARP 2 BFD
 MA2404  PID         -  MA2404
 MA2404  STATE/COUNTY-  PA/MCKEAN
 MA2404  USGS QUAD   -  LEWIS RUN (1983)
 MA2404
 MA2404                         *CURRENT SURVEY CONTROL
 MA2404  ___________________________________________________________________
 MA2404* NAD 83(1992)-  41 48 09.52757(N)    078 38 25.85281(W)     ADJUSTED  
 MA2404* NAVD 88     -       644.9    (meters)    2116.     (feet)  VERTCON   
 MA2404  ___________________________________________________________________
 MA2404  X           -     937,961.983 (meters)                     COMP
 MA2404  Y           -  -4,668,809.358 (meters)                     COMP
 MA2404  Z           -   4,229,697.329 (meters)                     COMP
 MA2404  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 MA2404  ELLIP HEIGHT-         613.13  (meters)          (06/21/02) GPS OBS
 MA2404  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 MA2404
 MA2404  HORZ ORDER  -  THIRD
 MA2404  ELLP ORDER  -  FOURTH    CLASS I
 MA2404
 MA2404.The horizontal coordinates were established by GPS observations
 MA2404.and adjusted by the National Geodetic Survey in June 2002..
 MA2404
 MA2404.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2404
 MA2404.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MA2404
 MA2404.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2404
 MA2404.The ellipsoidal height was determined by GPS observations
 MA2404.and is referenced to NAD 83.
 MA2404
 MA2404.The geoid height was determined by GEOID03.
 MA2404
 MA2404;                    North         East     Units Scale Factor Converg.
 MA2404;SPC PA N     -   182,065.367   525,995.477   MT  0.99997940   -0 35 20.8
 MA2404;SPC PA N     -   597,326.12  1,725,703.49   sFT  0.99997940   -0 35 20.8
 MA2404;UTM  17      - 4,630,555.777   696,015.859   MT  1.00007283   +1 34 23.7
 MA2404
 MA2404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2404!SPC PA N     -   0.99990384  x   0.99997940  =   0.99988324
 MA2404!UTM  17      -   0.99990384  x   1.00007283  =   0.99997667
 MA2404
 MA2404|---------------------------------------------------------------------|
 MA2404| PID    Reference Object                     Distance      Geod. Az  |
 MA2404|                                                           dddmmss.s |
 MA2404| MA0724 Q 200                               355.468 METERS 17234     |
 MA2404|---------------------------------------------------------------------|
 MA2404
 MA2404                          SUPERSEDED SURVEY CONTROL
 MA2404
 MA2404  NAD 83(1996)-  41 48 09.52862(N)    078 38 25.85134(W) AD(       ) 3
 MA2404  NAD 83(1986)-  41 48 09.53127(N)    078 38 25.84746(W) AD(       ) 3
 MA2404  NGVD 29 (06/12/91)  645.0    (m)         2116.     (f) GPS OBS        
 MA2404
 MA2404.Superseded values are not recommended for survey control.
 MA2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2404.See file dsdata.txt to determine how the superseded data were derived.
 MA2404
 MA2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG9601630556(NAD 83)
 MA2404_MARKER: DT = TOPOGRAPHIC STATION DISK
 MA2404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2404_SP_SET: CONCRETE POST
 MA2404_STAMPING: ARP 2 1969 BFD
 MA2404_MARK LOGO: NOS   
 MA2404_MAGNETIC: N = NO MAGNETIC MATERIAL
 MA2404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA2404+STABILITY: SURFACE MOTION
 MA2404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA2404+SATELLITE: SATELLITE OBSERVATIONS - November 27, 1990
 MA2404
 MA2404  HISTORY     - Date     Condition        Report By
 MA2404  HISTORY     - 1969     MONUMENTED       NOS
 MA2404  HISTORY     - 19901127 GOOD             NGS
 MA2404  HISTORY     - 19910925 GOOD             NGS
 MA2404
 MA2404                          STATION DESCRIPTION
 MA2404
 MA2404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 MA2404'THE STATION IS LOCATED 24.14 KM (15.00 MI) SOUTH OF BRADFORD, 96.57 KM
 MA2404'(60.01 MI) NORTH OF DU BOIS, AT THE BRADFORD REGIONAL AIRPORT AND
 MA2404'ABOUT IN THE GEOMETRIC CENTER OF THE AIRPORT ON THE SOUTHWEST SIDE OF
 MA2404'RUNWAY 14.  OWNERSHIP--MCKEAN COUNTY, COURTHOUSE, SMITHPORT, PA
 MA2404'16749, PHONE 814-887-5571, AIRPORT MANAGER IS CRAIG BRICKEL, PHONE
 MA2404'814-368-5928.
 MA2404'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 219 AND STATE
 MA2404'HIGHWAY 59, ABOUT 16.1 KM (10.0 MI) SOUTH OF BRADFORD, GO EAST ON
 MA2404'STATE HIGHWAY 59 FOR 5.47 KM (3.40 MI) TO THE AIRPORT ENTRANCE ON THE
 MA2404'LEFT, TURN LEFT, NORTH, ON THE ENTRANCE ROAD FOR 0.64 KM (0.40 MI) TO
 MA2404'A PAVED ROAD ON THE RIGHT AND THE AIRPORT TERMINAL ON THE LEFT, TURN
 MA2404'RIGHT, EAST, ON THE ROAD PASSING THRU A GATE, TURN LEFT,
 MA2404'NORTHEASTERLY, PASSING ON THE EAST SIDE OF A HANGAR FOR 0.08 KM
 MA2404'(0.05 MI) TO THE APRON, BEAR LEFT, NORTHWESTERLY, ACROSS THE APRON TO
 MA2404'A TAXIWAY (THE CENTER ONE OF THREE), GO NORTH ON THE TAXIWAY FOR 0.16
 MA2404'KM (0.10 MI) TO THE JUNCTION OF THE RUNWAYS, TURN LEFT ON RUNWAY 14
 MA2404'FOR 0.08 KM (0.05 MI) TO THE 2ND LIGHT NORTHWEST OF THE JUNCTION OF
 MA2404'THE RUNWAYS AND THE STATION ON THE LEFT.
 MA2404'THE STATION IS 2-INCHES BELOW THE GROUND AND LOCATED 70.34 M
 MA2404'(230.77 FT) NORTHWEST OF THE CENTER OF THE METAL GRATING OF A CATCH
 MA2404'BASIN ON THE NORTHWEST SIDE OF RUNWAY 5, 33.57 M (110.14 FT)
 MA2404'SOUTHWEST OF THE SOUTHWEST EDGE OF THE RUNWAY, 27.65 M (90.72 FT)
 MA2404'SOUTHWEST OF A RUNWAY LIGHT AND 0.35 M (1.15 FT) NORTHEAST OF A
 MA2404'FIBERGLASS WITNESS POST.
 MA2404
 MA2404                          STATION RECOVERY (1991)
 MA2404
 MA2404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MA2404'THE STATION IS LOCATED APPROXIMATELY IN THE GEOMETRIC CENTER OF
 MA2404'BRADFORD REGIONAL AIRPORT, 230.80 FT (70.35 M) NORTHWEST OF THE CENTER
 MA2404'OF METAL GRATING ON A CATCH BASIN AND 110.13 FT (33.57 M) SOUTHWEST OF
 MA2404'THE SOUTHWEST EDGE OF RUNWAY 14-32.  THE STATION IS ON RANGE WITH THE
 MA2404'DF ANTENNA MAST AND THE ANEMOMETER AND ALSO ON RANGE WITH THE SECOND
 MA2404'PAIR OF RUNWAY LIGHTS NORTHWEST OF THE INTERSECTION OF THE RUNWAYS.
 MA2404'THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED---ARP 2 1969
 MA2404'BFD---, SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9225 ***********************************************************************
 AA9225  PACS        -  This is a Primary Airport Control Station.
 AA9225  DESIGNATION -  ARP 2 PNE
 AA9225  PID         -  AA9225
 AA9225  STATE/COUNTY-  PA/PHILADELPHIA
 AA9225  USGS QUAD   -  FRANKFORD (1997)
 AA9225
 AA9225                         *CURRENT SURVEY CONTROL
 AA9225  ___________________________________________________________________
 AA9225* NAD 83(1992)-  40 04 54.65200(N)    075 00 38.03769(W)     ADJUSTED  
 AA9225* NAVD 88     -        32.57   (meters)     106.9    (feet)  GPS OBS   
 AA9225  ___________________________________________________________________
 AA9225  X           -   1,263,942.071 (meters)                     COMP
 AA9225  Y           -  -4,720,577.977 (meters)                     COMP
 AA9225  Z           -   4,084,942.850 (meters)                     COMP
 AA9225  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 AA9225  ELLIP HEIGHT-          -0.56  (meters)          (08/07/01) GPS OBS
 AA9225  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 AA9225
 AA9225  HORZ ORDER  -  B
 AA9225  ELLP ORDER  -  FOURTH    CLASS II
 AA9225
 AA9225.This mark is at Northeast Philadelphia Airport (PNE)
 AA9225
 AA9225.The horizontal coordinates were established by GPS observations
 AA9225.and adjusted by the National Geodetic Survey in March 1998..
 AA9225
 AA9225.The orthometric height was determined by GPS observations and a
 AA9225.high-resolution geoid model.
 AA9225
 AA9225.GPS derived orthometric heights for airport stations designated as
 AA9225.PACS or SACS are published to 2 decimal places.  This maintains
 AA9225.centimeter relative accuracy between the PACS and SACS.  It does
 AA9225.not indicate centimeter accuracy relative to other marks which are
 AA9225.part of the NAVD 88 network.
 AA9225
 AA9225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9225
 AA9225.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9225
 AA9225.The ellipsoidal height was determined by GPS observations
 AA9225.and is referenced to NAD 83.
 AA9225
 AA9225.The geoid height was determined by GEOID03.
 AA9225
 AA9225;                    North         East     Units Scale Factor Converg.
 AA9225;SPC PA S     -    86,734.571   833,609.174   MT  0.99998010   +1 46 38.4
 AA9225;SPC PA S     -   284,561.67  2,734,932.77   sFT  0.99998010   +1 46 38.4
 AA9225;UTM  18      - 4,436,841.639   499,099.165   MT  0.99960001   -0 00 24.5
 AA9225
 AA9225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9225!SPC PA S     -   1.00000009  x   0.99998010  =   0.99998019
 AA9225!UTM  18      -   1.00000009  x   0.99960001  =   0.99960010
 AA9225
 AA9225|---------------------------------------------------------------------|
 AA9225| PID    Reference Object                     Distance      Geod. Az  |
 AA9225|                                                           dddmmss.s |
 AA9225| KV1922 ARP PNE                             211.374 METERS 22225     |
 AA9225|---------------------------------------------------------------------|
 AA9225
 AA9225                          SUPERSEDED SURVEY CONTROL
 AA9225
 AA9225  ELLIP H (03/24/98)   -0.47   (m)                       GP(       ) 4 1
 AA9225  NAD 83(1993)-  40 04 54.65196(N)    075 00 38.03766(W) AD(       ) B
 AA9225  ELLIP H (11/22/95)   -0.46   (m)                       GP(       ) 1 1
 AA9225
 AA9225.Superseded values are not recommended for survey control.
 AA9225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9225.See file dsdata.txt to determine how the superseded data were derived.
 AA9225
 AA9225_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9909936842(NAD 83)
 AA9225_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA9225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9225_STAMPING: ARP 2 PNE 1970
 AA9225_MARK LOGO: CGS   
 AA9225_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9225+STABILITY: SURFACE MOTION
 AA9225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9225+SATELLITE: SATELLITE OBSERVATIONS - November 25, 1996
 AA9225
 AA9225  HISTORY     - Date     Condition        Report By
 AA9225  HISTORY     - 1970     MONUMENTED       CGS
 AA9225  HISTORY     - 19840415 GOOD             NGS
 AA9225  HISTORY     - 19940813 GOOD             NGS
 AA9225  HISTORY     - 19961114 GOOD             NGS
 AA9225  HISTORY     - 19961125 GOOD             NJGS
 AA9225
 AA9225                          STATION DESCRIPTION
 AA9225
 AA9225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 AA9225'THE STATION IS LOCATED IN THE CENTER OF THE AIRPORT EAST OF THE
 AA9225'INTERSECTION OF RUNWAYS 6-24 AND 15-33.  IT IS 787 FT (239.9 M) EAST
 AA9225'OF THE C/L INTERSECTION OF THE RUNWAYS, 444 FT (135.3 M) ENE OF THE
 AA9225'THIRD RUNWAY LIGHT SOUTHEAST OF THE RUNWAY INTERSECTION ALONG THE EDGE
 AA9225'OF RWY 15-33 AND 92 FT (28.0 M) SOUTHEAST OF THE RANGE OF THE THIRD
 AA9225'PAIR OF RUNWAY LIGHTS, 311.8 FT (95.0 M) NORTH OF THE CENTER OF A
 AA9225'ROUND STEEL DRAIN GRATE AND 295 FT (89.9 M) WSW OF THE BASE OF THE
 AA9225'DOOR IN THE SOUTHWEST SIDE OF THE VOR BUILDING.  IT IS A CGS TOPO DISK
 AA9225'STAMPED---ARP 2 PNE 1970---, AND SET IN THE TOP OF A CONCRETE POST
 AA9225'FLUSH WITH THE GROUND.
 AA9225
 AA9225                          STATION RECOVERY (1994)
 AA9225
 AA9225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9225'THE STATION IS LOCATED ABOUT 12.0 MI (19.3 KM) NORTHEAST OF DOWNTOWN
 AA9225'PHILIDELPHIA, AT THE NORTHEAST PHILIDELPHIA AIRPORT, AT THE CENTER OF
 AA9225'THE AIRPORT EAST OF THE INTERSECTION OF RUNWAYS 6-24 AND 15-33.
 AA9225'OWNERSHIP--CITY OF PHILIDELPHIA.  9800 ASHTON ROAD, PHILIDELPHIA, PA
 AA9225'19114.  CONTACT RICHARD FREEMAN, AIRPORT MANAGER.  PHONE
 AA9225'215-673-4400.
 AA9225' 
 AA9225'TO REACH THE STATION FROM THE MIDDLE OF US HIGHWAY 1 (ROOSEVELT BLVD)
 AA9225'AND I276 OVERPASS, GO SOUTHWEST ON US HWY 1 FOR 5.0 MI (8.0 KM) TO THE
 AA9225'INTERSECTION OF GRANT AVE, THENCE 0.25 MI (0.40 KM) ON GRANT AVE TO
 AA9225'THE INTERSECTION OF ASHTON ROAD,THENCE 0.25 MI (0.40 KM) NORTHEAST ON
 AA9225'ASHTON ROAD TO THE NORTHEAST PHILADELPHIA AIRPORT TERMINAL BUILDING.
 AA9225' 
 AA9225'PROCEED NORTHWESTERLY 0.45 MI (0.72 KM) THROUGH LOCKED GATE AND ALONG
 AA9225'RAMP TO TAXIWAY G, CONTINUE NORTHEAST ON TAXIWAY G CROSSING RUNWAY
 AA9225'15-33 TO A DIRT ROAD LEADING NORTHWEST TO THE VOR SITE, TURN NORTHWEST
 AA9225'ON THE DIRT ROAD AND PROCEED TO THE VOR AND THE STATION.
 AA9225' 
 AA9225'THE STATION IS LOCATED 787.0 FT (239.9 M) EAST OF THE CENTERLINE
 AA9225'INTERSECTION OF THE RUNWAYS, 444.0 FT (135.3 M) EAST-NORTHEAST OF THE
 AA9225'THIRD RUNWAY LIGHT SOUTHEAST OF THE RUNWAY INTERSECTION ALONG THE EDGE
 AA9225'OF 15-33 AND 92 FT (28.0 M) SOUTHEAST OF THE RANGE OF THE THIRD PAIR
 AA9225'OF RUNWAYLIGHTS, 311.8 FT (95.0 M) NORTH OF THE CENTER OF A ROUND
 AA9225'STEEL DRAIN GRATE AND 295.0 FT (89.9 M) WEST-SOUTHWEST OF THE BASE OF
 AA9225'THE DOOR IN THE SOUTHWEST SIDE OF THE VOR BUILDING.
 AA9225' 
 AA9225'DESCRIBED BY DBC.
 AA9225
 AA9225                          STATION RECOVERY (1996)
 AA9225
 AA9225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9225'RECOVERED AS DESCRIBED.
 AA9225
 AA9225                          STATION RECOVERY (1996)
 AA9225
 AA9225'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 AA9225'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2503 ***********************************************************************
 KX2503  CBN         -  This is a Cooperative Base Network Control Station.
 KX2503  PACS        -  This is a Primary Airport Control Station.
 KX2503  DESIGNATION -  ARP BTP
 KX2503  PID         -  KX2503
 KX2503  STATE/COUNTY-  PA/BUTLER
 KX2503  USGS QUAD   -  BUTLER (1977)
 KX2503
 KX2503                         *CURRENT SURVEY CONTROL
 KX2503  ___________________________________________________________________
 KX2503* NAD 83(1992)-  40 46 35.61474(N)    079 56 58.13605(W)     ADJUSTED  
 KX2503* NAVD 88     -       378.98   (meters)    1243.4    (feet)  GPS OBS   
 KX2503  ___________________________________________________________________
 KX2503  X           -     844,152.467 (meters)                     COMP
 KX2503  Y           -  -4,762,866.116 (meters)                     COMP
 KX2503  Z           -   4,143,889.972 (meters)                     COMP
 KX2503  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 KX2503  ELLIP HEIGHT-         345.13  (meters)          (03/28/01) GPS OBS
 KX2503  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KX2503
 KX2503  HORZ ORDER  -  B
 KX2503  ELLP ORDER  -  THIRD     CLASS II
 KX2503
 KX2503.This mark is at Butler Co/k W Scholter Fld Airport (BTP)
 KX2503
 KX2503.The horizontal coordinates were established by GPS observations
 KX2503.and adjusted by the National Geodetic Survey in September 1994..
 KX2503
 KX2503.The orthometric height was determined by GPS observations and a
 KX2503.high-resolution geoid model.
 KX2503
 KX2503.GPS derived orthometric heights for airport stations designated as
 KX2503.PACS or SACS are published to 2 decimal places.  This maintains
 KX2503.centimeter relative accuracy between the PACS and SACS.  It does
 KX2503.not indicate centimeter accuracy relative to other marks which are
 KX2503.part of the NAVD 88 network.
 KX2503
 KX2503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KX2503
 KX2503.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2503
 KX2503.The ellipsoidal height was determined by GPS observations
 KX2503.and is referenced to NAD 83.
 KX2503
 KX2503.The geoid height was determined by GEOID03.
 KX2503
 KX2503;                    North         East     Units Scale Factor Converg.
 KX2503;SPC PA S     -   162,563.213   414,346.352   MT  0.99997564   -1 25 37.2
 KX2503;SPC PA S     -   533,342.81  1,359,401.32   sFT  0.99997564   -1 25 37.2
 KX2503;UTM  17      - 4,514,484.351   588,648.580   MT  0.99969673   +0 41 10.1
 KX2503
 KX2503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2503!SPC PA S     -   0.99994586  x   0.99997564  =   0.99992151
 KX2503!UTM  17      -   0.99994586  x   0.99969673  =   0.99964261
 KX2503
 KX2503|---------------------------------------------------------------------|
 KX2503| PID    Reference Object                     Distance      Geod. Az  |
 KX2503|                                                           dddmmss.s |
 KX2503| KX2506 BUTLER 0                            373.387 METERS 07555     |
 KX2503|---------------------------------------------------------------------|
 KX2503
 KX2503                          SUPERSEDED SURVEY CONTROL
 KX2503
 KX2503  ELLIP H (09/15/94)  345.11   (m)                       GP(       ) 4 1
 KX2503  NGVD 29 (09/15/94)  379.11   (m)         1243.8    (f) LEVELING    3  
 KX2503
 KX2503.Superseded values are not recommended for survey control.
 KX2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2503.See file dsdata.txt to determine how the superseded data were derived.
 KX2503
 KX2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF8864914484(NAD 83)
 KX2503_MARKER: DT = TOPOGRAPHIC STATION DISK
 KX2503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2503_SP_SET: CONCRETE POST
 KX2503_STAMPING: ARP BTP
 KX2503_MARK LOGO: NOS   
 KX2503_PROJECTION: FLUSH
 KX2503_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX2503+STABILITY: SURFACE MOTION
 KX2503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX2503+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003
 KX2503
 KX2503  HISTORY     - Date     Condition        Report By
 KX2503  HISTORY     - 1976     MONUMENTED       NOS
 KX2503  HISTORY     - 19880615 GOOD             NGS
 KX2503  HISTORY     - 19970617 GOOD             NGS
 KX2503  HISTORY     - 20000410 GOOD             PADT
 KX2503  HISTORY     - 20010330 GOOD             PADT
 KX2503  HISTORY     - 20020415 GOOD             PADT
 KX2503  HISTORY     - 20030203 GOOD             PADT
 KX2503
 KX2503                          STATION DESCRIPTION
 KX2503
 KX2503'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 KX2503'STATION IS LOCATED AT THE BUTLER COUNTY AIRPORT WHICH IS ABOUT 5 MI
 KX2503'(8.0 KM) SOUTH OF THE CITY OF BUTLER, PA ABOUT 1 MI (1.6 KM) WEST OF
 KX2503'STATE ROUTE 8.
 KX2503'ACCESS TO THE FIELD SHOULD BE ARRANGED THROUGH THE AIRPORT MANAGER AT
 KX2503'THE BEAVER AVIATION SERVICE, INC HANGAR.  OFFICE PHONE NUMBER IS
 KX2503'412-586-7786.
 KX2503'TO REACH FROM THE MAIN HANGAR (THE NORTHERNMOST BRICK AND SHEET METAL
 KX2503'HANGAR) PROCEED SOUTH ACROSS THE RAMP TO A TAXIWAY CROSSING THE
 KX2503'MIDPOINT OF THE RUNWAY TO ANOTHER HANGAR AREA ON THE SOUTH SIDE OF
 KX2503'THE RUNWAY.  CROSS THE RUNWAY ON THE TAXIWAY AND AT THE FIRST PAIR OF
 KX2503'TAXIWAY LIGHTS ON THE SOUTH SIDE OF THE RUNWAY TURN LEFT (EAST) AND
 KX2503'DRIVE PARALLEL WITH THE RUNWAY ABOUT 250 FT (76.2 M) TO THE STATION.
 KX2503'IT IS 140 FT (42.7 M) SOUTHEAST OF A RUNWAY LIGHT JUST EAST OF THE
 KX2503'TAXIWAY, 108.8 FT (33.2 M) SOUTHWEST OF THE SECOND RUNWAY LIGHT FROM
 KX2503'THE TAXIWAY AND 100 FT (30.5 M) SOUTH OF THE SOUTH EDGE OF THE
 KX2503'RUNWAY.
 KX2503
 KX2503                          STATION RECOVERY (1988)
 KX2503
 KX2503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KX2503'THE STATION IS LOCATED IN THE APPROXIMATE GEOMETRIC CENTER OF THE
 KX2503'BUTLER GRAHAM AIRPORT, 289.5 FT (88.2 M) WEST OF THE WEST EDGE OF
 KX2503'TAXIWAY, 140.0 FT (42.7 M) SOUTHEAST OF THE THIRD RUNWAY LIGHT WEST OF
 KX2503'TAXIWAY, 108.8 FT (33.2 M) SOUTHWEST OF THE SECOND RUNWAY LIGHT WEST
 KX2503'OF TAXIWAY AND 100 FT (30.5 M) SOUTH OF THE SOUTH EDGE OF RUNWAY.  THE
 KX2503'STATION IS A STANDARD NOS DISK SET IN THE TOP OF A 8 INCH CONCRETE
 KX2503'MONUMENT FLUSH WITH THE GROUND.  THE DISK IS STAMPED---ARP BTP
 KX2503'1976---.
 KX2503
 KX2503                          STATION RECOVERY (1997)
 KX2503
 KX2503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (DAC)
 KX2503'RECOVERED AS DESCRIBED.
 KX2503
 KX2503                          STATION RECOVERY (2000)
 KX2503
 KX2503'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (TM)
 KX2503'THE STATION IS LOCATED ABOUT 5 MI (8.0 KM) SOUTH OF THE CITY OF
 KX2503'BUTLER AND ABOUT 1 MI (1.6 KM) WEST OF STATE ROUTE 8.
 KX2503' 
 KX2503'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 8 AND
 KX2503'WEST AIRPORT ROAD, PROCEED WEST ON WEST AIRPORT ROAD FOR 1.0 MI
 KX2503'(1.6 KM) TO THE AIRPORT ADMINISTRATION BUILDING (1ST FLOOR OF TAN 2-
 KX2503'STORY CONCRETE BLOCK BUILDING DESIGNATED A-4) WHICH IS 100 FT (30.5
 KX2503'M) LEFT OF AIRPORT ROAD.  ACCESS TO THE STATION SHOULD BE
 KX2503'ARRANGED THROUGH THE AIRPORT MANAGERS OFFICE (724) 586-6665.
 KX2503'REFER TO PREVIOUS RECOVERY NOTES TO LOCATE THE STATION.
 KX2503' 
 KX2503' 
 KX2503' 
 KX2503' 
 KX2503' 
 KX2503' 
 KX2503'
 KX2503
 KX2503                          STATION RECOVERY (2001)
 KX2503
 KX2503'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (AMG)
 KX2503'RECOVERED IN GOOD CONDITION.
 KX2503
 KX2503                          STATION RECOVERY (2002)
 KX2503
 KX2503'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (LMS)
 KX2503'RECOVERED IN GOOD CONDITION.
 KX2503
 KX2503                          STATION RECOVERY (2003)
 KX2503
 KX2503'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (MBJ)
 KX2503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA5888 ***********************************************************************
 AA5888  CBN         -  This is a Cooperative Base Network Control Station.
 AA5888  PACS        -  This is a Primary Airport Control Station.
 AA5888  DESIGNATION -  ARP LBE 1969
 AA5888  PID         -  AA5888
 AA5888  STATE/COUNTY-  PA/WESTMORELAND
 AA5888  USGS QUAD   -  LATROBE (1993)
 AA5888
 AA5888                         *CURRENT SURVEY CONTROL
 AA5888  ___________________________________________________________________
 AA5888* NAD 83(1992)-  40 16 38.95959(N)    079 24 13.16115(W)     ADJUSTED  
 AA5888* NAVD 88     -       343.85   (meters)    1128.1    (feet)  GPS OBS   
 AA5888  ___________________________________________________________________
 AA5888  X           -     896,104.489 (meters)                     COMP
 AA5888  Y           -  -4,789,982.314 (meters)                     COMP
 AA5888  Z           -   4,101,741.727 (meters)                     COMP
 AA5888  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 AA5888  ELLIP HEIGHT-         311.14  (meters)          (03/28/01) GPS OBS
 AA5888  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 AA5888
 AA5888  HORZ ORDER  -  B
 AA5888  ELLP ORDER  -  THIRD     CLASS II
 AA5888
 AA5888.This mark is at Westmoreland County Airport (LBE)
 AA5888
 AA5888.The horizontal coordinates were established by GPS observations
 AA5888.and adjusted by the National Geodetic Survey in July 1995..
 AA5888
 AA5888.The orthometric height was determined by GPS observations and a
 AA5888.high-resolution geoid model.
 AA5888
 AA5888.GPS derived orthometric heights for airport stations designated as
 AA5888.PACS or SACS are published to 2 decimal places.  This maintains
 AA5888.centimeter relative accuracy between the PACS and SACS.  It does
 AA5888.not indicate centimeter accuracy relative to other marks which are
 AA5888.part of the NAVD 88 network.
 AA5888
 AA5888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5888
 AA5888.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5888
 AA5888.The ellipsoidal height was determined by GPS observations
 AA5888.and is referenced to NAD 83.
 AA5888
 AA5888.The geoid height was determined by GEOID03.
 AA5888
 AA5888;                    North         East     Units Scale Factor Converg.
 AA5888;SPC PA S     -   106,150.620   459,374.485   MT  0.99996405   -1 04 22.4
 AA5888;SPC PA S     -   348,262.49  1,507,131.12   sFT  0.99996405   -1 04 22.4
 AA5888;UTM  17      - 4,459,778.915   635,713.200   MT  0.99982672   +1 01 55.8
 AA5888
 AA5888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5888!SPC PA S     -   0.99995119  x   0.99996405  =   0.99991524
 AA5888!UTM  17      -   0.99995119  x   0.99982672  =   0.99977792
 AA5888
 AA5888                          SUPERSEDED SURVEY CONTROL
 AA5888
 AA5888  ELLIP H (07/12/95)  311.07   (m)                       GP(       ) 3 2
 AA5888  NGVD 29 (07/12/95)  344.01   (m)         1128.6    (f) LEVELING    3  
 AA5888
 AA5888.Superseded values are not recommended for survey control.
 AA5888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5888.See file dsdata.txt to determine how the superseded data were derived.
 AA5888
 AA5888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE3571359779(NAD 83)
 AA5888_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA5888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5888_SP_SET: SET IN A CONCRETE MONUMENT
 AA5888_STAMPING: ARP 1969 LBE
 AA5888_MARK LOGO: CGS   
 AA5888_PROJECTION: FLUSH
 AA5888_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5888+STABILITY: SURFACE MOTION
 AA5888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5888+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2001
 AA5888
 AA5888  HISTORY     - Date     Condition        Report By
 AA5888  HISTORY     - 1969     MONUMENTED       CGS
 AA5888  HISTORY     - 19931015 GOOD             NGS
 AA5888  HISTORY     - 19970224 POOR             NEILAN
 AA5888  HISTORY     - 20000410 GOOD             PADT
 AA5888  HISTORY     - 20010502 GOOD             PADT
 AA5888  HISTORY     - 20010711 GOOD             PADT
 AA5888
 AA5888                          STATION DESCRIPTION
 AA5888
 AA5888'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMR)
 AA5888'STATION IS LOCATED ON THE WESTMORELAND COUNTY AIRPORT WHICH IS ABOUT 2
 AA5888'MI (3.2 KM) SOUTH OF THE CITY OF LATROBE, 2 MI (3.2 KM) NE OF THE TOWN
 AA5888'OF HOSTETTER AND 1 MI (1.6 KM) NORTH OF THE TOWN OF YOUNGSTOWN, PA.
 AA5888'ACCESS TO THE FIELD SHOULD BE ARRANGED THROUGH THE AIRPORT MANAGERS
 AA5888'OFFICE AT 412-539-8100. TO REACH STATION FROM THE NORTHSIDE OF THE
 AA5888'TERMINAL BUILDING DRIVE NORTHERLY ACROSS THE RAMP FOR 0.1 MI (0.2 KM)
 AA5888'TO A TAXIWAY RUNNING PARALLEL TO RUNWAY 5/23.  TURN RIGHT AND DRIVE
 AA5888'EASTERLY ON TAXIWAY FOR 0.3 MI (0.5 KM) TO STATION IN THE GRASS MEDIAN
 AA5888'BOUNDED BY RUNWAY 5/23, THE PARALLEL TAXIWAY AND TWO DIAGONAL TAXIWAYS
 AA5888'CONNECTING THE PARALLEL TAXIWAY AND RUNWAY. IT IS 196.2 FT (59.8 M)
 AA5888'SSE OF THE FIFTH RUNWAY LIGHT (SHOWS WHITE) WEST OF THE EASTERNMOST
 AA5888'DIAGONAL TAXIWAYS, 95.55 FT (29.12 M) E OF THE SIXTH RUNWAY (SAME
 AA5888'REFERENCE) AND 102.7 FT (31.3 M) SE OF THE SOUTHEAST EDGE OF THE
 AA5888'RUNWAY.
 AA5888
 AA5888                          STATION RECOVERY (1993)
 AA5888
 AA5888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AA5888'THE STATION IS LOCATED NEAR MIDFIELD IN THE GRASS MEDIAN BETWEEN
 AA5888'RUNWAY 5/23 AND THE PARALLEL TAXIWAY, EAST OF TAXIWAY (C) AND WEST OF
 AA5888'TAXIWAY (B).  THE STATION IS 196.2 FT (59.8 M) SOUTH-SOUTHEAST FROM
 AA5888'THE 5TH RUNWAY LIGHT WEST OF TAXIWAY (B) , 102.7 FT (31.3 M) SOUTHEAST
 AA5888'FROM THE SOUTHERN EDGE OF RUNWAY 5/23 AND 95.5 FT (29.1 M) EAST OF THE
 AA5888'6TH RUNWAY LIGHT WEST OF TAXIWAY (B) .  THE STATION IS A USCGS
 AA5888'TOPOGRAPHIC DISK SET IN TOP OF A CONCRETE MONUMENT FLUSH WITH THE
 AA5888'GROUND SURFACE.  DISK IS STAMPED---ARP 1969 LBE---.
 AA5888
 AA5888                          STATION RECOVERY (1997)
 AA5888
 AA5888'RECOVERY NOTE BY THE NEILAN ENGINEERS INCORPORATED 1997 (TEK)
 AA5888'DISTANCES REVERSED TO 5TH AND 6TH RWY LIGHTS. MON MOVES SLIGHTLY.
 AA5888
 AA5888                          STATION RECOVERY (2000)
 AA5888
 AA5888'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (DMP)
 AA5888'THE STATION IS LOCATED AT THE WESTMORELAND COUNTY AIRPORT
 AA5888'WHICH IS ABOUT 2 MI (3.2 KM) SOUTH OF THE CITY OF LATROBE, 1 MI (1.6
 AA5888'KM)
 AA5888'NW OF THE TOWN OF HOSTETTER AND 2 MI (3.2 KM) WEST OF THE TOWN OF
 AA5888'YOUNGTOWN, PA.  ACCESS TO THE FIELD SHOULD BE ARRANGED THROUGH
 AA5888'THE AIRPORT MANAGERS OFFICE AT (724) 539-8100.
 AA5888' 
 AA5888'TO REACH THE STATION FROM THE INTERSECTION OF US ROUTE 30 AND
 AA5888'STATE ROUTE 981, TURN ONTO STATE ROUTE 981 SOUTH AND TRAVEL 1.2 MI
 AA5888'(1.9 KM) TO THE ENTRANCE OF THE WESTMORELAND COUNTY AIRPORT.
 AA5888'TURN RIGHT INTO THE AIRPORT AND TRAVEL 0.1MI (0.2 KM).  TURN RIGHT
 AA5888'AND TRAVEL 0.3 MI (0.5 KM) TO THE RUNWAY ENTRANCE.  TRUN RIGHT AND
 AA5888'TRAVEL 0.2 MI (0.3 KM) TO THE TAXIWAY PARALLEL TO RUNWAY 5/23.  TURN
 AA5888'RIGHT AND TRAVEL EASTERLY FOR 0.3 MI (0.5 KM) TO THE STATION IN THE
 AA5888'GRASS MEDIAN BOUNDED BY RUNWAY 5/23, THE PARALLEL TAXIWAY AND
 AA5888'TWO DIAGONAL TAXIWAYS CONNECTING THE PARALLEL TAXIWAY AND
 AA5888'RUNWAY.
 AA5888' 
 AA5888'THE STATION IS LOCATED NEAR MIDFIELD IN THE GRASS MEDIAN BETWEEN
 AA5888'RUNWAY 5/23 AND THE PARALLEL TAXIWAY, EAST OF TAXIWAY C AND WEST
 AA5888'OF TAXIWAY B.  THE STATION IS 196.2 FT (59.8 M) EAST FROM THE 6TH
 AA5888'RUNWAY LIGHT (SHOWS WHITE) WEST OF TAXIWAY B, 102.7 FT (31.3 M)
 AA5888'SOUTHEAST FROM THE SOUTHERN EDGE OF RUNWAY 5/23 AND 95.5 FT (29.1
 AA5888'M) SOUTH-SOUTHEAST OF THE 5TH RUNWAY LIGHT (SHOWS BLUE) WEST OF
 AA5888'TAXIWAY B.
 AA5888' 
 AA5888' 
 AA5888' 
 AA5888' 
 AA5888' 
 AA5888' 
 AA5888'
 AA5888
 AA5888                          STATION RECOVERY (2001)
 AA5888
 AA5888'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (MBJ)
 AA5888'RECOVERED IN GOOD CONDITION.
 AA5888
 AA5888                          STATION RECOVERY (2001)
 AA5888
 AA5888'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DP)
 AA5888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1922 ***********************************************************************
 KV1922  DESIGNATION -  ARP PNE
 KV1922  PID         -  KV1922
 KV1922  STATE/COUNTY-  PA/PHILADELPHIA
 KV1922  USGS QUAD   -  FRANKFORD (1997)
 KV1922
 KV1922                         *CURRENT SURVEY CONTROL
 KV1922  ___________________________________________________________________
 KV1922* NAD 83(1996)-  40 04 49.59300(N)    075 00 44.05604(W)     ADJUSTED  
 KV1922* NAVD 88     -        32.547  (meters)     106.78   (feet)  ADJUSTED  
 KV1922  ___________________________________________________________________
 KV1922  X           -   1,263,830.330 (meters)                     COMP
 KV1922  Y           -  -4,720,711.956 (meters)                     COMP
 KV1922  Z           -   4,084,823.507 (meters)                     COMP
 KV1922  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 KV1922  ELLIP HEIGHT-          -0.49  (meters)          (09/18/01) GPS OBS
 KV1922  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KV1922  DYNAMIC HT  -          32.532 (meters)     106.73  (feet)  COMP
 KV1922  MODELED GRAV-     980,174.6   (mgal)                       NAVD 88
 KV1922
 KV1922  HORZ ORDER  -  THIRD
 KV1922  VERT ORDER  -  SECOND    CLASS 0
 KV1922  ELLP ORDER  -  FOURTH    CLASS II
 KV1922
 KV1922.The horizontal coordinates were established by GPS observations
 KV1922.and adjusted by the National Geodetic Survey in February 1999..
 KV1922
 KV1922.The orthometric height was determined by differential leveling
 KV1922.and adjusted by the National Geodetic Survey in June 1991..
 KV1922
 KV1922.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1922
 KV1922.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1922
 KV1922.The ellipsoidal height was determined by GPS observations
 KV1922.and is referenced to NAD 83.
 KV1922
 KV1922.The geoid height was determined by GEOID03.
 KV1922
 KV1922.The dynamic height is computed by dividing the NAVD 88
 KV1922.geopotential number by the normal gravity value computed on the
 KV1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1922.degrees latitude (g = 980.6199 gals.).
 KV1922
 KV1922.The modeled gravity was interpolated from observed gravity values.
 KV1922
 KV1922;                    North         East     Units Scale Factor Converg.
 KV1922;SPC PA S     -    86,574.191   833,471.494   MT  0.99998026   +1 46 34.5
 KV1922;SPC PA S     -   284,035.49  2,734,481.06   sFT  0.99998026   +1 46 34.5
 KV1922;UTM  18      - 4,436,685.683   498,956.613   MT  0.99960001   -0 00 28.4
 KV1922
 KV1922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1922!SPC PA S     -   1.00000008  x   0.99998026  =   0.99998034
 KV1922!UTM  18      -   1.00000008  x   0.99960001  =   0.99960009
 KV1922
 KV1922|---------------------------------------------------------------------|
 KV1922| PID    Reference Object                     Distance      Geod. Az  |
 KV1922|                                                           dddmmss.s |
 KV1922| AA9225 ARP 2 PNE                           211.374 METERS 04225     |
 KV1922|---------------------------------------------------------------------|
 KV1922
 KV1922                          SUPERSEDED SURVEY CONTROL
 KV1922
 KV1922  ELLIP H (02/09/99)   -0.39   (m)                       GP(       ) 4 2
 KV1922  NGVD 29 (??/??/??)   32.854  (m)          107.79   (f) ADJUSTED    2 0
 KV1922
 KV1922.Superseded values are not recommended for survey control.
 KV1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1922.See file dsdata.txt to determine how the superseded data were derived.
 KV1922
 KV1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9895736686(NAD 83)
 KV1922_MARKER: DT = TOPOGRAPHIC STATION DISK
 KV1922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1922_STAMPING: ARP 1962
 KV1922_MARK LOGO: CGS   
 KV1922_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1922+STABILITY: SURFACE MOTION
 KV1922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1922+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1996
 KV1922
 KV1922  HISTORY     - Date     Condition        Report By
 KV1922  HISTORY     - 1962     MONUMENTED       CGS
 KV1922  HISTORY     - 1973     GOOD             NGS
 KV1922  HISTORY     - 19891012 GOOD             NGS
 KV1922  HISTORY     - 19961114 GOOD             NGS
 KV1922
 KV1922                          STATION DESCRIPTION
 KV1922
 KV1922'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KV1922'IN PHILADELPHIA.
 KV1922'THE STATION IS LOCATED AT THE NORTH PHILADELPHIA AIRPORT ABOUT
 KV1922'900-FEET SOUTHWEST OF NORTH PHILADELPHIA VOR, AND ABOUT 700-FT.
 KV1922'SOUTHEAST OF THE CENTERLINE OF RUNWAY 6-24.  IT IS 100.3 FEET
 KV1922'SOUTHWEST OF THE SOUTHWEST EDGE OF RUNWAY 15-33, 102.0 FEET
 KV1922'NORTHWEST OF A MANHOLE COVER, AND 148.9 FEET NORTHEAST OF A
 KV1922'MANHOLE COVER NEAR THE NORTHEAST EDGE OF 15-33 TAXIWAY.  THE
 KV1922'DISK IS SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 KV1922
 KV1922                          STATION RECOVERY (1973)
 KV1922
 KV1922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KV1922'RECOVERED IN GOOD CONDITION.
 KV1922
 KV1922                          STATION RECOVERY (1989)
 KV1922
 KV1922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (DAH)
 KV1922'LOCATED AT NORTH PHILADELPHIA AIRPORT, IN THE GRASS AREA BETWEEN
 KV1922'RUNWAY 15-33, THE NORTHWEST TO SOUTHEAST TAXIWAY, RUNWAY 6-24 AND THE
 KV1922'CLOSED EAST-WEST RUNWAY.  THE MARK IS ABOUT 900 FT (274.3 M) SOUTHWEST
 KV1922'OF THE VOR, ABOUT 700 FT (213.4 M) SOUTH EAST OF THE CENTERLINE OF
 KV1922'RUNWAY 6-24, 100.3 FT (30.6 M) SOUTHWEST OF THE SOUTHWEST EDGE OF
 KV1922'RUNWAY 15-33, 102.0 FT (31.1 M) NORTH OF A ROUND DRAIN COVER AND 97.1
 KV1922'FT (29.6 M) WEST OF THE THIRD RUNWAY LIGHT WHICH IS NORTHWEST OF THE
 KV1922'INTERSECTION OF THE SOUTHWEST EDGE OF RUNWAY 15-33 AND THE NORTH EDGE
 KV1922'OF THE OLD EAST-WEST RUNWAY.  A TOPOGRAPHIC STATION DISK STAMPED---ARP
 KV1922'1962---, IN TOP OF A CONCRETE MONUMENT ABOUT FLUSH WITH THE GROUND.
 KV1922
 KV1922                          STATION RECOVERY (1996)
 KV1922
 KV1922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 KV1922'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1403 ***********************************************************************
 JW1403  DESIGNATION -  ARTEMAS
 JW1403  PID         -  JW1403
 JW1403  STATE/COUNTY-  PA/BEDFORD
 JW1403  USGS QUAD   -  ARTEMAS (1984)
 JW1403
 JW1403                         *CURRENT SURVEY CONTROL
 JW1403  ___________________________________________________________________
 JW1403* NAD 83(1992)-  39 43 43.03278(N)    078 25 44.74945(W)     ADJUSTED  
 JW1403* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 JW1403  ___________________________________________________________________
 JW1403  LAPLACE CORR-          -4.83  (seconds)                    DEFLEC99
 JW1403  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JW1403
 JW1403  HORZ ORDER  -  SECOND
 JW1403
 JW1403.The horizontal coordinates were established by classical geodetic methods
 JW1403.and adjusted by the National Geodetic Survey in June 2002..
 JW1403
 JW1403.The orthometric height was scaled from a topographic map.
 JW1403
 JW1403.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1403
 JW1403.The geoid height was determined by GEOID03.
 JW1403
 JW1403;                    North         East     Units Scale Factor Converg.
 JW1403;SPC PA S     -    44,114.748   541,778.711   MT  1.00003832   -0 26 26.1
 JW1403;SPC PA S     -   144,733.14  1,777,485.65   sFT  1.00003832   -0 26 26.1
 JW1403;SPC MD       -   229,857.862   277,479.736   MT  1.00006063   -0 53 49.0
 JW1403;SPC MD       -   754,125.34    910,364.77   sFT  1.00006063   -0 53 49.0
 JW1403;UTM  17      - 4,400,798.057   720,331.455   MT  1.00019771   +1 38 37.9
 JW1403
 JW1403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1403!SPC PA S     -   0.99995271  x   1.00003832  =   0.99999102
 JW1403!SPC MD       -   0.99995271  x   1.00006063  =   1.00001333
 JW1403!UTM  17      -   0.99995271  x   1.00019771  =   1.00015041
 JW1403
 JW1403|---------------------------------------------------------------------|
 JW1403| PID    Reference Object                     Distance      Geod. Az  |
 JW1403|                                                           dddmmss.s |
 JW1403| CK6538 ARTEMAS RM 2                          8.241 METERS 12532     |
 JW1403| JW1406 TOWN HILL LOOKOUT TOWER             APPROX. 4.6 KM 1553502.4 |
 JW1403| CJ9121 33 EOM                                             1582745.6 |
 JW1403| CK6537 ARTEMAS RM 1                         13.302 METERS 32539     |
 JW1403|---------------------------------------------------------------------|
 JW1403
 JW1403                          SUPERSEDED SURVEY CONTROL
 JW1403
 JW1403  NAD 83(1995)-  39 43 43.03279(N)    078 25 44.74945(W) AD(       ) 2
 JW1403  NAD 83(1991)-  39 43 43.03274(N)    078 25 44.74941(W) AD(       ) 2
 JW1403  NAD 83(1986)-  39 43 43.03427(N)    078 25 44.75399(W) AD(       ) 2
 JW1403  NAD 27      -  39 43 42.71300(N)    078 25 45.70200(W) AD(       ) 2
 JW1403
 JW1403.Superseded values are not recommended for survey control.
 JW1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1403.See file dsdata.txt to determine how the superseded data were derived.
 JW1403
 JW1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE2033100798(NAD 83)
 JW1403_MARKER: DS = TRIANGULATION STATION DISK
 JW1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1403_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JW1403
 JW1403  HISTORY     - Date     Condition        Report By
 JW1403  HISTORY     - 1955     MONUMENTED       CGS
 JW1403
 JW1403                          STATION DESCRIPTION
 JW1403
 JW1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 JW1403'THE STATION IS LOCATED ON THE SUMMIT OF GREEN RIDGE, 1-1/2 MILES
 JW1403'SOUTH OF ARTEMAS, 3 MILES NORTH OF U.S. HIGHWAY 40 AND 1/2 MILE
 JW1403'NORTH OF THE PENNSYLVANIA-MARYLAND STATE LINE, ON LAND OWNED BY CLYDE
 JW1403'W. LOVE.  IT IS IN THE APPROXIMATE CENTER OF A FENCED LANE, 44.1 FEET
 JW1403'WEST OF A POWERLINE POLE, 21 FEET WEST OF THE CENTER OF A PAVED ROAD
 JW1403'AND 5 FEET WEST OF A 4 X 4 WHITE WITNESS POST.
 JW1403'
 JW1403'TO REACH THE STATION FROM A T-JUNCTION AT THE BRETHERN CHURCH IN
 JW1403'ARTEMAS, GO SOUTHERLY ON A PAVED ROAD FOR 1.6 MILES TO THE STATION
 JW1403'ON THE RIGHT, CONTINUE SOUTHERLY ON THE PAVED ROAD FOR 0.3 MILE TO
 JW1403'THE AZIMUTH MARK ON THE RIGHT.
 JW1403'
 JW1403'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 JW1403'ARTEMAS 1955.
 JW1403'
 JW1403'REFERENCE MARK 1 IS AT THE EAST SIDE OF THE LANE AND 16 FEET WEST OF
 JW1403'THE CENTER OF THE PAVED ROAD.  THE MARK IS FLUSH WITH THE GROUND,
 JW1403'AND THE DISK IS STAMPED ARTEMAS NO 1 1955.
 JW1403'
 JW1403'REFERENCE MARK 2 IS AT THE EAST SIDE OF THE LANE AND 16 FEET WEST OF
 JW1403'THE CENTER OF THE PAVED ROAD.  THE MARK IS FLUSH WITH THE GROUND,
 JW1403'AND THE DISK IS STAMPED ARTEMAS NO 2 1955.
 JW1403'
 JW1403'33 E OM (USGS) IS 63 FEET SOUTHWEST OF THE CENTER OF A Y-JUNCTION,
 JW1403'25.7 FEET NORTHEAST OF A POWERLINE POLE AND 2 FEET NORTH OF A 4 X
 JW1403'4 WHITE WITNESS POST.  THE MARK IS A BRONZE DISK OF THE UNITED STATES
 JW1403'GEOLOGICAL SURVEY SET IN THE TOP OF 6-INCH SQUARE STONE POST THAT
 JW1403'PROJECTS 2 INCHES.  THE DISK IS STAMPED 1073 (ELEV.) 33 E O M 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0275 ***********************************************************************
 MA0275  DESIGNATION -  ASH
 MA0275  PID         -  MA0275
 MA0275  STATE/COUNTY-  PA/CLEARFIELD
 MA0275  USGS QUAD   -  LECONTES MILLS (1986)
 MA0275
 MA0275                         *CURRENT SURVEY CONTROL
 MA0275  ___________________________________________________________________
 MA0275* NAD 83(1992)-  41 01 07.37239(N)    078 19 51.84377(W)     ADJUSTED  
 MA0275* NAVD 88     -       536.438  (meters)    1759.96   (feet)  ADJUSTED  
 MA0275  ___________________________________________________________________
 MA0275  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 MA0275  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 MA0275  DYNAMIC HT  -         536.172 (meters)    1759.09  (feet)  COMP
 MA0275  MODELED GRAV-     980,111.6   (mgal)                       NAVD 88
 MA0275
 MA0275  HORZ ORDER  -  SECOND
 MA0275  VERT ORDER  -  SECOND    CLASS 0
 MA0275
 MA0275.The horizontal coordinates were established by classical geodetic methods
 MA0275.and adjusted by the National Geodetic Survey in June 2002..
 MA0275
 MA0275.The orthometric height was determined by differential leveling
 MA0275.and adjusted by the National Geodetic Survey in June 1991..
 MA0275
 MA0275.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA0275
 MA0275.The geoid height was determined by GEOID03.
 MA0275
 MA0275.The dynamic height is computed by dividing the NAVD 88
 MA0275.geopotential number by the normal gravity value computed on the
 MA0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0275.degrees latitude (g = 980.6199 gals.).
 MA0275
 MA0275.The modeled gravity was interpolated from observed gravity values.
 MA0275
 MA0275;                    North         East     Units Scale Factor Converg.
 MA0275;SPC PA N     -    94,786.993   551,126.891   MT  0.99998091   -0 23 03.8
 MA0275;SPC PA N     -   310,980.33  1,808,155.47   sFT  0.99998091   -0 23 03.8
 MA0275;UTM  17      - 4,544,266.191   724,409.186   MT  1.00021985   +1 45 08.5
 MA0275
 MA0275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA0275!SPC PA N     -   0.99992096  x   0.99998091  =   0.99990188
 MA0275!UTM  17      -   0.99992096  x   1.00021985  =   1.00014080
 MA0275
 MA0275|---------------------------------------------------------------------|
 MA0275| PID    Reference Object                     Distance      Geod. Az  |
 MA0275|                                                           dddmmss.s |
 MA0275| CK6542 ASH RM 2                              8.022 METERS 08443     |
 MA0275| MA2219 LANSBERRY 2                         APPROX. 3.3 KM 2964315.9 |
 MA0275| CK6541 ASH RM 1                              6.227 METERS 35923     |
 MA0275|---------------------------------------------------------------------|
 MA0275
 MA0275                          SUPERSEDED SURVEY CONTROL
 MA0275
 MA0275  NAD 83(1986)-  41 01 07.37200(N)    078 19 51.84740(W) AD(       ) 2
 MA0275  NAD 27      -  41 01 07.16820(N)    078 19 52.78180(W) AD(       ) 2
 MA0275  NGVD 29 (??/??/92)  536.589  (m)         1760.46   (f) ADJ UNCH    2 0
 MA0275
 MA0275.Superseded values are not recommended for survey control.
 MA0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0275.See file dsdata.txt to determine how the superseded data were derived.
 MA0275
 MA0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF2440944266(NAD 83)
 MA0275_MARKER: DS = TRIANGULATION STATION DISK
 MA0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0275_STAMPING: ASH 1959
 MA0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0275+STABILITY: SURFACE MOTION
 MA0275
 MA0275  HISTORY     - Date     Condition        Report By
 MA0275  HISTORY     - 1959     MONUMENTED       CGS
 MA0275  HISTORY     - 1959     GOOD             CGS
 MA0275  HISTORY     - 1971     SEE DESCRIPTION  NGS
 MA0275  HISTORY     - 1975     GOOD             NGS
 MA0275
 MA0275                          STATION DESCRIPTION
 MA0275
 MA0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 MA0275'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF A TIMBER, ON
 MA0275'PROPERTY OWNED BY MR. ASHLEY WOOLRIDGE.  IT IS ABOUT 2.0 MILES
 MA0275'NORTH OF BIGLER, 1.5 MILES NORTHEAST OF WOODLAND AND 0.3 MILE NORTH
 MA0275'OF STATE HIGHWAY 970.
 MA0275'
 MA0275'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 322 AND STATE HIGHWAY 153
 MA0275'IN THE NORTH SECTION OF CLEARFIELD, GO EAST AND SOUTHEAST ON U.S.
 MA0275'HIGHWAY 322 AND STATE HIGHWAY 153 FOR 3.82 MILES TO THE JUNCTION OF
 MA0275'COUNTY HIGHWAY 17053 ON THE LEFT, NORTH, SIDE OF THE HIGHWAY.
 MA0275'CONTINUE EAST ON U.S. HIGHWAY 322 AND STATE HIGHWAY 153 FOR 2.85
 MA0275'MILES TO THE JUNCTION OF U.S. HIGHWAY 322, STATE HIGHWAY 153 AND
 MA0275'970.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 970 FOR 0.86 MILE TO A
 MA0275'FORK.  TAKE THE RIGHT FORK AND GO EAST FOR 0.02 MILE TO A TRACK FIELD
 MA0275'ROAD ON THE LEFT, NORTH, SIDE OF THE ROAD.  TURN LEFT AND GO NORTH
 MA0275'AND EAST ON THE FIELD ROAD, UPHILL, FOR 0.23 MILE, THENCE GO
 MA0275'NORTHEAST ACROSS A MEADOW ON THE TRACK ROAD FOR 0.1 MILE TO THE
 MA0275'SOUTHWEST CORNER OF A TIMBER A STANDARD METAL WITNESS POST AND
 MA0275'MARKER.
 MA0275'
 MA0275'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF SQUARE CONCRETE
 MA0275'MONUMENTS WHICH PROJECT 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 MA0275'
 MA0275'THE STATION MARK IS STAMPED ASH 1959.  IT IS 7.9 FEET EAST OF A
 MA0275'STANDARD METAL WITNESS POST AND MARKER AND 5.5 FEET WEST OF A 10-INCH
 MA0275'TRIANGULAR BLAZED ELM TREE.
 MA0275'
 MA0275'REFERENCE MARK 1 IS STAMPED ASH NO 1 1959.  IT IS 24.8 FEET NORTH OF
 MA0275'A STANDARD METAL WITNESS POST AND MARKER AND 16 FEET NORTH OF A
 MA0275'10-INCH TRIANGULAR BLAZED ELM TREE AND IS ABOUT THE SAME ELEVATION AS
 MA0275'THE STATION.
 MA0275'
 MA0275'REFERENCE MARK 2 IS STAMPED ASH NO 2 1959.  IT IS 23.4 FEET SOUTHEAST
 MA0275'OF A 10-INCH TRIANGULAR BLAZED ELM TREE, 13.3 FEET EAST OF A STANDARD
 MA0275'METAL WITNESS POST AND MARKER AND IS ABOUT THE SAME ELEVATION AS THE
 MA0275'STATION.
 MA0275'
 MA0275'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  STATION
 MA0275'LANSBERRY OF STATION DALE MAY BE USED AS AN AZIMUTH MARK.
 MA0275'
 MA0275'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 MA0275
 MA0275                          STATION RECOVERY (1959)
 MA0275
 MA0275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 MA0275'8.8 MI SE FROM CLEARFIELD.
 MA0275'4.0 MILE SOUTH EAST ALONG U.S. 322 FROM THE POST OFFICE IN
 MA0275'CLEARFIELD THENCE 3.2 MILE EAST ON COUNTY ROAD 17053 THENCE 1.4
 MA0275'MILE SOUTH ON STATE HY. 970 THENCE 0.2 MILE NORTH ON FIELD ROAD,
 MA0275'AT THE SOUTH CORNER OF A WOODED AREA ON TOP OF HILL, ALSO-- 7.0
 MA0275'MILE SOUTH EAST ALONG U.S. 322 FROM THE POST OFFICE IN CLEARFIELD
 MA0275'TO JUNCTION OF U.S. 322 AND STATE 970 THENCE 1.25 MILE NORTH ON
 MA0275'970.
 MA0275
 MA0275                          STATION RECOVERY (1971)
 MA0275
 MA0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MA0275'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD
 MA0275'CONDITION.  THE STATION WAS OCCUPIED, DISTANCES AND DIRECTIONS
 MA0275'WERE MEASURED.  LANSBERRY 1959 HAS BEEN DESTROYED, DIRECTIONS ARE
 MA0275'GIVEN FROM LANSBERRY 2 1971.  THE ROADS IN THE AREA HAVE BEEN
 MA0275'CHANGED, THEREFORE A NEW DESCRIPTION FOLLOWS-
 MA0275'
 MA0275'STATION IS LOCATED IN THE SOUTHEAST CORNER OF A WOODED AREA ON THE
 MA0275'SOUTHWEST END OF A LONG RIDGE AND ON PROPERTY OWNED BY MRS. ASALEY
 MA0275'WOOLRIDGE OF CLEARFIELD, PA., IT IS ABOUT 2.0 MILES NORTH OF BIGLER,
 MA0275'1.5 MILES NORTHEAST OF WOODLAND, 0.75 MILE EAST OF STATE HIGHWAY
 MA0275'970, AND 0.3 MILE NORTH OF INTERSTATE HIGHWAY I-80.  THE MARK IS
 MA0275'DESCRIBED BY NOTES 1A AND 7A, PROJECTS ABOUT 2 INCHES AND THE DISK
 MA0275'IS STAMPED ASH 1959.  IT IS 7.9 FEET NORTHEAST OF A METAL WITNESS
 MA0275'POST AND SIGN AND S STREET SOUTHWEST OF A 10 INCH TRIANGULAR BLASED
 MA0275'ELM TREE.
 MA0275'
 MA0275'REFERENCE MARK NO. 1 IS DESCRIBED BY NOTE 11A, PROJECTS ABOUT
 MA0275'2-INCHES AND DISK IS STAMPED ASH NO 1 1959.  IT IS IN THE WOODED
 MA0275'AREA, 25 FEET NORTH OF A METAL WITNESS POST AND SIGN AND 16 FEET
 MA0275'NORTH OF A 10-INCH ELM TREE.
 MA0275'
 MA0275'REFERENCE MARK NO. 2 IS DESCRIBED BY NOTE 11A, PROJECTS ABOUT
 MA0275'2-INCHES AND THE DISK IS STAMPED ASH NO 2 1959.  IT IS LOCATED AT
 MA0275'THE EAST EDGE OF WOODED AREA, 33 FEET EAST OF METAL WITNESS POST AND
 MA0275'SIGN AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 MA0275'
 MA0275'STATIONS, DALE 1959 AS GIVEN IN THE ORIGINAL DESCRIPTION, OR
 MA0275'LANSBERRY 2 1971, CAN BE USED FOR AZIMUTH MARKS.
 MA0275'
 MA0275'TO REACH FROM THE INTERCHANGE AND JUNCTION OF INTERSTATE HIGHWAY I-80
 MA0275'AND STATE HIGHWAY 970, ABOUT 3 MILES EAST OF CLEARFIELD, GO
 MA0275'NORTH ON STATE HIGHWAY 970 FOR 0.15 MILE TO A ROAD RIGHT, TURN RIGHT
 MA0275'AND GO EAST-SOUTHEAST FOR 0.75 MILE TO A ROAD LEFT, JUST BEFORE
 MA0275'REACHING SUMMIT OF GRADE.  TURN LEFT AND GO NORTHEAST UP STEEP GRADED
 MA0275'ROAD FOR A SHORT 0.1 MILE TO A FIELD, KEEP LEFT AND GO NORTH ON
 MA0275'TRACK ROAD THROUGH MEADOW FOR 0.1 MILE TO CORNER OF WOODS AND THE
 MA0275'STATION AS DESCRIBED.
 MA0275'
 MA0275'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.5 MILES NORTHEAST
 MA0275'WOODLAND
 MA0275
 MA0275                          STATION RECOVERY (1975)
 MA0275
 MA0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MA0275'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 MA0275'AS DESCRIBED IN THE 1959 DESCRIPTION.
 MA0275'
 MA0275'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 MA0275'NORTHEAST OF WOODLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV7083 ***********************************************************************
 KV7083  DESIGNATION -  ASH
 KV7083  PID         -  KV7083
 KV7083  STATE/COUNTY-  PA/PHILADELPHIA
 KV7083  USGS QUAD   -  FRANKFORD (1997)
 KV7083
 KV7083                         *CURRENT SURVEY CONTROL
 KV7083  ___________________________________________________________________
 KV7083* NAD 83(1996)-  40 02 11.10770(N)    075 00 44.17661(W)     ADJUSTED  
 KV7083* NAVD 88     -         7.5    (meters)      25.     (feet)  GPS OBS   
 KV7083  ___________________________________________________________________
 KV7083  X           -   1,264,636.187 (meters)                     COMP
 KV7083  Y           -  -4,723,733.079 (meters)                     COMP
 KV7083  Z           -   4,081,066.050 (meters)                     COMP
 KV7083  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 KV7083  ELLIP HEIGHT-         -25.49  (meters)          (08/10/01) GPS OBS
 KV7083  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KV7083
 KV7083  HORZ ORDER  -  FIRST
 KV7083  ELLP ORDER  -  FOURTH    CLASS II
 KV7083
 KV7083.The horizontal coordinates were established by GPS observations
 KV7083.and adjusted by the National Geodetic Survey in May 1999..
 KV7083
 KV7083.The orthometric height was determined by GPS observations and a
 KV7083.high-resolution geoid model.
 KV7083
 KV7083.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7083
 KV7083.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7083
 KV7083.The ellipsoidal height was determined by GPS observations
 KV7083.and is referenced to NAD 83.
 KV7083
 KV7083.The geoid height was determined by GEOID03.
 KV7083
 KV7083;                    North         East     Units Scale Factor Converg.
 KV7083;SPC PA S     -    81,688.331   833,620.151   MT  0.99998548   +1 46 34.4
 KV7083;SPC PA S     -   268,005.80  2,734,968.78   sFT  0.99998548   +1 46 34.4
 KV7083;SPC NJ       -   133,683.485   106,282.698   MT  0.99992352   -0 19 46.3
 KV7083;SPC NJ       -   438,593.23    348,695.82   sFT  0.99992352   -0 19 46.3
 KV7083;UTM  18      - 4,431,799.435   498,953.084   MT  0.99960001   -0 00 28.4
 KV7083
 KV7083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7083!SPC PA S     -   1.00000400  x   0.99998548  =   0.99998948
 KV7083!SPC NJ       -   1.00000400  x   0.99992352  =   0.99992752
 KV7083!UTM  18      -   1.00000400  x   0.99960001  =   0.99960401
 KV7083
 KV7083                          SUPERSEDED SURVEY CONTROL
 KV7083
 KV7083  NAD 83(1992)-  40 02 11.10719(N)    075 00 44.17690(W) AD(       ) 1
 KV7083  ELLIP H (06/28/94)  -25.54   (m)                       GP(       ) 4 1
 KV7083
 KV7083.Superseded values are not recommended for survey control.
 KV7083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7083.See file dsdata.txt to determine how the superseded data were derived.
 KV7083
 KV7083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9895331799(NAD 83)
 KV7083_MARKER: DD = SURVEY DISK
 KV7083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7083_SP_SET: CONCRETE POST
 KV7083_STAMPING: ASH 1993
 KV7083_MARK LOGO: PA6540
 KV7083_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7083+STABILITY: SURFACE MOTION
 KV7083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7083+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2005
 KV7083
 KV7083  HISTORY     - Date     Condition        Report By
 KV7083  HISTORY     - 1993     MONUMENTED       PA6540
 KV7083  HISTORY     - 20030110 GOOD             USPSQD
 KV7083  HISTORY     - 20051119 GOOD             USPSQD
 KV7083
 KV7083                          STATION DESCRIPTION
 KV7083
 KV7083'DESCRIBED BY CITY OF PHILADELPHIA PENNSYLVANIA 1993
 KV7083'THE STATION IS LOCATED IN THE 66TH WARD OF THE CITY OF PHILADELPHIA,ON
 KV7083'THE SOUTHEAST SIDE OF STATE ROAD NEAR CORRECTIONAL FACILITY. THE
 KV7083'STATION IS 250 FT (76.2 M) SOUTHWEST OF THE SOUTHWEST CURB LINE OF
 KV7083'ASHBURNER STREET PRODUCED, AND IS 0.3 FT (0.1 M) BELOW THE SURFACE.
 KV7083'THE MARK IS A CITY OF PHILADELPHIA HORIZONTAL CONTROL NETWORK BRASS
 KV7083'DISC STAMPED ASH 1993.
 KV7083'TO REACH THE STATION FROM THE DELAWARE EXPRESSWAY (I-95) NORTH, TAKE
 KV7083'I-95 NORTH TO THE ACADEMY ROAD EXIT. FOLLOW ACADEMY ROAD TO THE
 KV7083'LINDEN AVENUE EXIT. STAY RIGHT. MAKE A RIGHT ON LINDEN AVENUEAND GO
 KV7083'TO THE STATE ROAD. MAKE A RIGHT ON STATE ROAD AND GO WEST TO
 KV7083'ASHBURNER STREET.
 KV7083
 KV7083                          STATION RECOVERY (2003)
 KV7083
 KV7083'RECOVERY NOTE BY US POWER SQUADRON 2003 (AH)
 KV7083'RECOVERED IN GOOD CONDITION.
 KV7083
 KV7083                          STATION RECOVERY (2005)
 KV7083
 KV7083'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRP)
 KV7083'THE STATION IS LOCATED IN THE 66TH WARD OF THE CITY OF PHILADELPHIA ON
 KV7083'THE SOUTHEAST SIDE OF STATE ROAD NEAR CORRECTIONAL FACILITY.  THE
 KV7083'STATION IS 250 FT SOUTH OF THE SOUTHEAST CURB LINE OF ASHBURNER STREET
 KV7083'AND IS 0.3 FT BELOW THE SURFACE, 6 FT EAST OF CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0277 ***********************************************************************
 MA0277  DESIGNATION -  ASH 1
 MA0277  PID         -  MA0277
 MA0277  STATE/COUNTY-  PA/CLEARFIELD
 MA0277  USGS QUAD   -  LECONTES MILLS (1986)
 MA0277
 MA0277                         *CURRENT SURVEY CONTROL
 MA0277  ___________________________________________________________________
 MA0277* NAD 83(1986)-  41 01 07.     (N)    078 19 51.     (W)     SCALED    
 MA0277* NAVD 88     -       536.492  (meters)    1760.14   (feet)  ADJUSTED  
 MA0277  ___________________________________________________________________
 MA0277  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 MA0277  DYNAMIC HT  -         536.226 (meters)    1759.27  (feet)  COMP
 MA0277  MODELED GRAV-     980,111.6   (mgal)                       NAVD 88
 MA0277
 MA0277  VERT ORDER  -  SECOND    CLASS 0
 MA0277
 MA0277.The horizontal coordinates were scaled from a topographic map and have
 MA0277.an estimated accuracy of +/- 6 seconds.
 MA0277
 MA0277.The orthometric height was determined by differential leveling
 MA0277.and adjusted by the National Geodetic Survey in June 1991..
 MA0277
 MA0277.The geoid height was determined by GEOID03.
 MA0277
 MA0277.The dynamic height is computed by dividing the NAVD 88
 MA0277.geopotential number by the normal gravity value computed on the
 MA0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0277.degrees latitude (g = 980.6199 gals.).
 MA0277
 MA0277.The modeled gravity was interpolated from observed gravity values.
 MA0277
 MA0277;                    North         East    Units  Estimated Accuracy
 MA0277;SPC PA N     -    94,780.      551,150.      MT  (+/- 180 meters Scaled)
 MA0277
 MA0277                          SUPERSEDED SURVEY CONTROL
 MA0277
 MA0277  NGVD 29 (??/??/92)  536.643  (m)         1760.64   (f) ADJ UNCH    2 0
 MA0277
 MA0277.Superseded values are not recommended for survey control.
 MA0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0277.See file dsdata.txt to determine how the superseded data were derived.
 MA0277
 MA0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF244442(NAD 83)
 MA0277_MARKER: DR = REFERENCE MARK DISK
 MA0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0277_STAMPING: ASH NO 1 1959
 MA0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0277+STABILITY: SURFACE MOTION
 MA0277
 MA0277  HISTORY     - Date     Condition        Report By
 MA0277  HISTORY     - 1959     MONUMENTED       CGS
 MA0277
 MA0277                          STATION DESCRIPTION
 MA0277
 MA0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA0277'8.8 MI SE FROM CLEARFIELD.
 MA0277'4.0 MILE SOUTH EAST ALONG U.S. 322 FROM THE POST OFFICE IN
 MA0277'CLEARFIELD THENCE 3.2 MILE EAST ON COUNTY ROAD 17053 THENCE 1.4
 MA0277'MILE SOUTH ON STATE HY. 970 THENCE 0.2 MILE NORTH ON FIELD ROAD,
 MA0277'AT THE SOUTH CORNER OF A WOODED AREA ON TOP OF HILL, ALSO-- 7.0
 MA0277'MILE SOUTH EAST ALONG U.S. 322 FROM THE POST OFFICE IN CLEARFIELD
 MA0277'TO JUNCTION OF U.S. 322 AND STATE 970 THENCE 1.25 MILE NORTH ON
 MA0277'970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0276 ***********************************************************************
 MA0276  DESIGNATION -  ASH 2
 MA0276  PID         -  MA0276
 MA0276  STATE/COUNTY-  PA/CLEARFIELD
 MA0276  USGS QUAD   -  LECONTES MILLS (1986)
 MA0276
 MA0276                         *CURRENT SURVEY CONTROL
 MA0276  ___________________________________________________________________
 MA0276* NAD 83(1986)-  41 01 07.     (N)    078 19 51.     (W)     SCALED    
 MA0276* NAVD 88     -       536.703  (meters)    1760.83   (feet)  ADJUSTED  
 MA0276  ___________________________________________________________________
 MA0276  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 MA0276  DYNAMIC HT  -         536.437 (meters)    1759.96  (feet)  COMP
 MA0276  MODELED GRAV-     980,111.6   (mgal)                       NAVD 88
 MA0276
 MA0276  VERT ORDER  -  SECOND    CLASS 0
 MA0276
 MA0276.The horizontal coordinates were scaled from a topographic map and have
 MA0276.an estimated accuracy of +/- 6 seconds.
 MA0276
 MA0276.The orthometric height was determined by differential leveling
 MA0276.and adjusted by the National Geodetic Survey in June 1991..
 MA0276
 MA0276.The geoid height was determined by GEOID03.
 MA0276
 MA0276.The dynamic height is computed by dividing the NAVD 88
 MA0276.geopotential number by the normal gravity value computed on the
 MA0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0276.degrees latitude (g = 980.6199 gals.).
 MA0276
 MA0276.The modeled gravity was interpolated from observed gravity values.
 MA0276
 MA0276;                    North         East    Units  Estimated Accuracy
 MA0276;SPC PA N     -    94,780.      551,150.      MT  (+/- 180 meters Scaled)
 MA0276
 MA0276                          SUPERSEDED SURVEY CONTROL
 MA0276
 MA0276  NGVD 29 (??/??/92)  536.854  (m)         1761.33   (f) ADJ UNCH    2 0
 MA0276
 MA0276.Superseded values are not recommended for survey control.
 MA0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0276.See file dsdata.txt to determine how the superseded data were derived.
 MA0276
 MA0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF244442(NAD 83)
 MA0276_MARKER: DR = REFERENCE MARK DISK
 MA0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0276_STAMPING: ASH NO 2 1959
 MA0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0276+STABILITY: SURFACE MOTION
 MA0276
 MA0276  HISTORY     - Date     Condition        Report By
 MA0276  HISTORY     - 1959     MONUMENTED       CGS
 MA0276
 MA0276                          STATION DESCRIPTION
 MA0276
 MA0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA0276'8.8 MI SE FROM CLEARFIELD.
 MA0276'4.0 MILE SOUTH EAST ALONG U.S. 322 FROM THE POST OFFICE IN
 MA0276'CLEARFIELD THENCE 3.2 MILE EAST ON COUNTY ROAD 17053 THENCE 1.4
 MA0276'MILE SOUTH ON STATE HY. 970 THENCE 0.2 MILE NORTH ON FIELD ROAD,
 MA0276'AT THE SOUTH CORNER OF A WOODED AREA ON TOP OF HILL, ALSO-- 7.0
 MA0276'MILE SOUTH EAST ALONG U.S. 322 FROM THE POST OFFICE IN CLEARFIELD
 MA0276'TO JUNCTION OF U.S. 322 AND STATE HY. 970 THENCE 1.25 MILE
 MA0276'NORTH ON 970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0024 ***********************************************************************
 KW0024  DESIGNATION -  ASHLAND
 KW0024  PID         -  KW0024
 KW0024  STATE/COUNTY-  PA/SCHUYLKILL
 KW0024  USGS QUAD   -  ASHLAND (1984)
 KW0024
 KW0024                         *CURRENT SURVEY CONTROL
 KW0024  ___________________________________________________________________
 KW0024* NAD 83(1986)-  40 46 57.     (N)    076 20 24.     (W)     SCALED    
 KW0024* NAVD 88     -       279.030  (meters)     915.45   (feet)  ADJUSTED  
 KW0024  ___________________________________________________________________
 KW0024  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KW0024  DYNAMIC HT  -         278.897 (meters)     915.01  (feet)  COMP
 KW0024  MODELED GRAV-     980,140.5   (mgal)                       NAVD 88
 KW0024
 KW0024  VERT ORDER  -  SECOND    CLASS 0
 KW0024
 KW0024.The horizontal coordinates were scaled from a topographic map and have
 KW0024.an estimated accuracy of +/- 6 seconds.
 KW0024
 KW0024.The orthometric height was determined by differential leveling
 KW0024.and adjusted by the National Geodetic Survey in June 1991..
 KW0024
 KW0024.The geoid height was determined by GEOID03.
 KW0024
 KW0024.The dynamic height is computed by dividing the NAVD 88
 KW0024.geopotential number by the normal gravity value computed on the
 KW0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0024.degrees latitude (g = 980.6199 gals.).
 KW0024
 KW0024.The modeled gravity was interpolated from observed gravity values.
 KW0024
 KW0024;                    North         East    Units  Estimated Accuracy
 KW0024;SPC PA S     -   161,860.      719,010.      MT  (+/- 180 meters Scaled)
 KW0024
 KW0024                          SUPERSEDED SURVEY CONTROL
 KW0024
 KW0024  NGVD 29 (??/??/??)  279.253  (m)          916.18   (f) ADJUSTED    2 0
 KW0024
 KW0024.Superseded values are not recommended for survey control.
 KW0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0024.See file dsdata.txt to determine how the superseded data were derived.
 KW0024
 KW0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL869154(NAD 83)
 KW0024_MARKER: DB = BENCH MARK DISK
 KW0024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0024_SP_SET: BASE OF FLAG POLE
 KW0024_STAMPING: ASHLAND 1934
 KW0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0024
 KW0024  HISTORY     - Date     Condition        Report By
 KW0024  HISTORY     - 1934     MONUMENTED       CGS
 KW0024  HISTORY     - 20041116 GOOD             GEOCAC
 KW0024
 KW0024                          STATION DESCRIPTION
 KW0024
 KW0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0024'AT ASHLAND.
 KW0024'AT ASHLAND, SCHUYLKILL COUNTY, AT THE INTERSECTION OF FIFTH
 KW0024'STREET WITH CHESTNUT STREET, AT LEGION PLACE, AT THE CITY HALL,
 KW0024'IN THE BASE OF THE FLAG POLE, 15 FEET EAST OF THE CENTER LINE
 KW0024'OF FIFTH STREET, AND ABOUT 6 FEET HIGHER THAN THE STREET.  A
 KW0024'STANDARD DISK, STAMPED ASHLAND 1934.
 KW0024
 KW0024                          STATION RECOVERY (2004)
 KW0024
 KW0024'RECOVERY NOTE BY GEOCACHING 2004 (BB)
 KW0024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2764 ***********************************************************************
 LY2764  DESIGNATION -  ASHLEY
 LY2764  PID         -  LY2764
 LY2764  STATE/COUNTY-  PA/LUZERNE
 LY2764  USGS QUAD   -  WILKES-BARRE WEST (1990)
 LY2764
 LY2764                         *CURRENT SURVEY CONTROL
 LY2764  ___________________________________________________________________
 LY2764* NAD 83(1992)-  41 13 11.11182(N)    075 53 21.60608(W)     ADJUSTED  
 LY2764* NAVD 88     -       217.6    (meters)     714.     (feet)  VERTCON   
 LY2764  ___________________________________________________________________
 LY2764  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 LY2764  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 LY2764
 LY2764  HORZ ORDER  -  SECOND
 LY2764
 LY2764.The horizontal coordinates were established by classical geodetic methods
 LY2764.and adjusted by the National Geodetic Survey in June 2002..
 LY2764
 LY2764.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2764
 LY2764.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2764
 LY2764.The geoid height was determined by GEOID03.
 LY2764
 LY2764;                    North         East     Units Scale Factor Converg.
 LY2764;SPC PA N     -   118,624.851   756,008.480   MT  0.99996276   +1 13 51.3
 LY2764;SPC PA N     -   389,188.37  2,480,337.82   sFT  0.99996276   +1 13 51.3
 LY2764;UTM  18      - 4,563,533.475   425,454.132   MT  0.99966839   -0 35 09.8
 LY2764
 LY2764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2764!SPC PA N     -   0.99997088  x   0.99996276  =   0.99993364
 LY2764!UTM  18      -   0.99997088  x   0.99966839  =   0.99963928
 LY2764
 LY2764:                Primary Azimuth Mark                     Grid Az
 LY2764:SPC PA N     -  SMOKE                                    068 16 09.7
 LY2764:UTM  18      -  SMOKE                                    070 05 10.8
 LY2764
 LY2764|---------------------------------------------------------------------|
 LY2764| PID    Reference Object                     Distance      Geod. Az  |
 LY2764|                                                           dddmmss.s |
 LY2764| LY1420 SMOKE                               APPROX. 3.1 KM 0693001.0 |
 LY2764| CB2650 ASHLEY RM 1                          12.372 METERS 16119     |
 LY2764| CB2651 ASHLEY RM 2                          11.697 METERS 27047     |
 LY2764|---------------------------------------------------------------------|
 LY2764
 LY2764                          SUPERSEDED SURVEY CONTROL
 LY2764
 LY2764  NAD 83(1986)-  41 13 11.11168(N)    075 53 21.60887(W) AD(       ) 2
 LY2764  NAD 27      -  41 13 10.81580(N)    075 53 22.90530(W) AD(       ) 2
 LY2764  NGVD 29 (07/19/86)  217.8    (m)          715.     (f) VERT ANG       
 LY2764
 LY2764.Superseded values are not recommended for survey control.
 LY2764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2764.See file dsdata.txt to determine how the superseded data were derived.
 LY2764
 LY2764_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL2545463533(NAD 83)
 LY2764_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2764_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 LY2764_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 LY2764
 LY2764  HISTORY     - Date     Condition        Report By
 LY2764  HISTORY     - 1959     MONUMENTED       CGS
 LY2764
 LY2764                          STATION DESCRIPTION
 LY2764
 LY2764'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY2764'STATION IS LOCATED ON THE TOP OF A SPOIL BANK WHICH IS LOCATED IN
 LY2764'ASHLEY, A SUBURB OF WILKES BARRE.  IT IS ABOUT 0.1 MILE EAST OF
 LY2764'U.S. HIGHWAY 309, 2 MILES SOUTH-SOUTHWEST OF THE CENTER OF WILKES
 LY2764'BARRE, 0.07 MILE NORTH OF ASHLEY ROAD AND IS ON PROPERTY OWNED BY THE
 LY2764'LEHIGH VALLEY COAL COMPANY.
 LY2764'
 LY2764'STATION IS REACHED FROM U.S. HIGHWAY 309 AND STATE HIGHWAYS 115 AND
 LY2764'315 WHICH IS IN THE EAST EDGE OF WILKES BARRE.  GO SOUTH AND
 LY2764'SOUTHWESTERLY ON HIGHWAY 309 FOR 2.6 MILES TO A RAILROAD CROSSING,
 LY2764'CROSS THE RAILROAD TRACKS AND CONTINUE SOUTH AND SOUTHWEST ON
 LY2764'THE HIGHWAY FOR 0.2 MILE TO A TRAFFIC ISLAND, CONTINUE
 LY2764'SOUTH-SOUTHWEST ON HIGHWAY 309 FOR 0.15 MILE TO A ROAD RIGHT.
 LY2764'TURN RIGHT AND GO WEST ON ASHLEY ROAD FOR 0.25 MILE TO A POINT ON
 LY2764'ASHLEY ROAD WHICH IS JUST SOUTH OF A SPOIL BANK.  TURN RIGHT, LEAVING
 LY2764'THE ROAD AND GO ACROSS SOME SWAMPY GROUND FOR 0.07 MILE TO THE WEST
 LY2764'END OF A SPOIL BANK.  PACK UP THE WEST END OF THE SPOIL BANK TO THE
 LY2764'HIGHEST POINT AND THE STATION.  A 4-WHEEL VEHICLE WILL BE NEEDED
 LY2764'FOR THE LAST 0.07 MILE OF TRUCK TRAVEL IN WET WEATHER.
 LY2764'
 LY2764'STATION MARK IS A STANDARD DISK, STAMPED ASHLEY 1959, CEMENTED IN THE
 LY2764'TOP OF A TILE WHICH IS BURIED IN THE GROUND AND PROJECTS ABOUT 2
 LY2764'INCHES.  IT IS ABOUT 15 FEET SOUTH OF THE NORTH EDGE OF THE SPOIL
 LY2764'BANK.
 LY2764'
 LY2764'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ASHLEY NO 1 1959,
 LY2764'CEMENTED IN THE TOP OF A TILE WHICH IS BURIED IN THE GROUND AND
 LY2764'PROJECTS ABOUT 1 INCH.  IT IS ABOUT 52 FEET NORTH OF THE NORTH END OF
 LY2764'THE SPOIL BANK AND IS ABOUT 2 FEET LOWER THAN THE STATION MARK.
 LY2764'
 LY2764'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ASHLEY NO 2 1959,
 LY2764'CEMENTED IN THE TOP OF A TILE WHICH IS BURIED IN THE GROUND AND
 LY2764'PROJECTS ABOUT 5 INCHES.  IT IS ABOUT 9 FEET EAST OF THE WEST EDGE OF
 LY2764'THE SPOIL BANK AND IS ABOUT 2 FEET LOWER THAN THE STATION MARK.
 LY2764'
 LY2764'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU4053 ***********************************************************************
 JU4053  DESIGNATION -  ASHTON
 JU4053  PID         -  JU4053
 JU4053  STATE/COUNTY-  PA/CHESTER
 JU4053  USGS QUAD   -  MEDIA (1995)
 JU4053
 JU4053                         *CURRENT SURVEY CONTROL
 JU4053  ___________________________________________________________________
 JU4053* NAD 83(1992)-  39 58 10.30768(N)    075 28 30.22097(W)     ADJUSTED  
 JU4053* NAVD 88     -        79.2    (meters)     260.     (feet)  VERTCON   
 JU4053  ___________________________________________________________________
 JU4053  X           -   1,227,651.877 (meters)                     COMP
 JU4053  Y           -  -4,738,468.256 (meters)                     COMP
 JU4053  Z           -   4,075,422.797 (meters)                     COMP
 JU4053  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 JU4053  ELLIP HEIGHT-          45.93  (meters)          (06/21/02) GPS OBS
 JU4053  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JU4053
 JU4053  HORZ ORDER  -  SECOND
 JU4053  ELLP ORDER  -  FOURTH    CLASS I
 JU4053
 JU4053.The horizontal coordinates were established by GPS observations
 JU4053.and adjusted by the National Geodetic Survey in June 2002..
 JU4053
 JU4053.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4053
 JU4053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4053
 JU4053.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4053
 JU4053.The ellipsoidal height was determined by GPS observations
 JU4053.and is referenced to NAD 83.
 JU4053
 JU4053.The geoid height was determined by GEOID03.
 JU4053
 JU4053;                    North         East     Units Scale Factor Converg.
 JU4053;SPC PA S     -    73,143.059   794,329.546   MT  0.99999454   +1 28 33.5
 JU4053;SPC PA S     -   239,970.19  2,606,062.85   sFT  0.99999454   +1 28 33.5
 JU4053;UTM  18      - 4,424,483.387   459,430.803   MT  0.99962026   -0 18 18.6
 JU4053
 JU4053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4053!SPC PA S     -   0.99999279  x   0.99999454  =   0.99998733
 JU4053!UTM  18      -   0.99999279  x   0.99962026  =   0.99961306
 JU4053
 JU4053:                Primary Azimuth Mark                     Grid Az
 JU4053:SPC PA S     -  ASHTON AZ MK                             071 14 10.0
 JU4053:UTM  18      -  ASHTON AZ MK                             073 01 02.1
 JU4053
 JU4053|---------------------------------------------------------------------|
 JU4053| PID    Reference Object                     Distance      Geod. Az  |
 JU4053|                                                           dddmmss.s |
 JU4053| JU4054 ASHTON AZ MK                        APPROX. 0.6 KM 0724243.5 |
 JU4053| CS3669 ASHTON RM 2                          12.358 METERS 22539     |
 JU4053| CS3668 ASHTON RM 1                          11.531 METERS 34150     |
 JU4053|---------------------------------------------------------------------|
 JU4053
 JU4053                          SUPERSEDED SURVEY CONTROL
 JU4053
 JU4053  NAD 83(1996)-  39 58 10.30632(N)    075 28 30.22076(W) AD(       ) 2
 JU4053  NAD 83(1991)-  39 58 10.30400(N)    075 28 30.22349(W) AD(       ) 2
 JU4053  ELLIP H (01/27/92)   46.10   (m)                       GP(       ) 4 1
 JU4053  NAD 83(1986)-  39 58 10.30333(N)    075 28 30.22545(W) AD(       ) 2
 JU4053  NGVD 29 (03/28/90)   79.5    (m)          261.     (f) GPS OBS        
 JU4053
 JU4053.Superseded values are not recommended for survey control.
 JU4053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4053.See file dsdata.txt to determine how the superseded data were derived.
 JU4053
 JU4053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5943124483(NAD 83)
 JU4053_MARKER: DH = HORIZONTAL CONTROL DISK
 JU4053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU4053_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JU4053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4053+STABILITY: SURFACE MOTION
 JU4053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4053+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1987
 JU4053
 JU4053  HISTORY     - Date     Condition        Report By
 JU4053  HISTORY     - 1985     MONUMENTED       PADT
 JU4053  HISTORY     - 19870311 GOOD             GEOHYD
 JU4053  HISTORY     - 19950808 GOOD             USPSQD
 JU4053  HISTORY     - 20011203 MARK NOT FOUND   NGS
 JU4053
 JU4053                          STATION DESCRIPTION
 JU4053
 JU4053'DESCRIBED BY PA DEPT OF TRANSP 1985 (RBG)
 JU4053'THE STATION IS LOCATED ABOUT 5.5 KM (3.4 MI)
 JU4053'EAST OF MILLTOWN,
 JU4053'6 KM (3.7 MI) WEST-SOUTHWEST OF NEWTOWN SQUARE, AND
 JU4053'2.5 KM (1.5 MI) SOUTH OF WHITE HORSE, IN WILLISTOWN TOWNSHIP,
 JU4053'CHESTER COUNTY.
 JU4053'OWNERSHIP--W. A. ASHTON, ADDRESS UNKNOWN, PHONE 215-444-0335, MAYBE
 JU4053'PADT AND TOWNSHIP ROAD RIGHT-OF-WAY.
 JU4053'
 JU4053'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 3 AND
 JU4053'STATE HIGHWAY 252 IN NEWTOWN SQUARE, GO WEST FOR
 JU4053'1.1 KM (0.7 MI) ON HIGHWAY 3 TO A TRAFFIC LIGHT AT ARCO CHEMICAL
 JU4053'COMPANY,
 JU4053'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 3.4 KM (2.1 MI) ON HIGHWAY
 JU4053'3 TO PROVIDENCE ROAD,
 JU4053'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 1.45 KM (0.9 MI) ON HIGHWAY
 JU4053'3 TO PLUMSOCK ROAD AND THE AZIMUTH MARK ON THE RIGHT,
 JU4053'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.7 KM (0.45 MI) ON HIGHWAY
 JU4053'3 TO DELCHESTER ROAD AND THE STATION IN THE NORTHWEST CORNER OF THE
 JU4053'INTERSECTION.
 JU4053'
 JU4053'THE STATION IS A STANDARD PADT DISK
 JU4053'STAMPED---ASHTON 1985---,
 JU4053'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU4053'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 JU4053'17.68 METERS (58.0 FT) SOUTH FROM A POWER POLE, NUMBER 150/50,
 JU4053'10.06 METERS (33.0 FT) WEST-SOUTHWEST FROM THE CENTER OF DELCHESTER
 JU4053'ROAD,
 JU4053'8.90 METERS (29.2 FT) NORTH FROM THE NORTH EDGE OF HIGHWAY 3,
 JU4053'3.20 METERS (10.5 FT) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF A
 JU4053'CATCH BASIN, AND
 JU4053'1.65 METERS (5.4 FT) WEST FROM A WITNESS POST.
 JU4053'THE UNDERGROUND MARK IS A STANDARD PADT DISK
 JU4053'STAMPED---ASHTON 1985---,
 JU4053'SET INTO AN IRREGULAR MASS OF CONCRETE 1.22 METERS BELOW THE SURFACE.
 JU4053'
 JU4053'REFERENCE MARK NO. 1 IS A STANDARD PADT DISK
 JU4053'STAMPED---ASHTON NO 1 1985---,
 JU4053'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU4053'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 JU4053'7.77 METERS (25.5 FT) WEST FROM THE CENTER OF DELCHESTER ROAD AND
 JU4053'6.28 METERS (20.6 FT) SOUTH FROM A POWER POLE, NUMBER 150/50.
 JU4053'MARK IS 1.67 METERS ABOVE THE STATION.
 JU4053'
 JU4053'REFERENCE MARK NO. 2 IS A STANDARD PADT DISK
 JU4053'STAMPED---ASHTON NO 2 1985---,
 JU4053'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU4053'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 JU4053'25.30 METERS (83.0 FT) SOUTH-SOUTHWEST FROM A POWER POLE, NUMBER
 JU4053'150/50,
 JU4053'21.64 METERS (71.0 FT) WEST FROM THE CENTER OF DELCHESTER ROAD, AND
 JU4053'4.54 METERS (14.9 FT) NORTH FROM THE NORTH EDGE OF HIGHWAY 3.
 JU4053'MARK IS 0.91 METERS BELOW THE STATION.
 JU4053'
 JU4053'AZIMUTH MARK NO.1 IS A STANDARD PADT DISK
 JU4053'STAMPED---ASHTON 1985---,
 JU4053'SET INTO THE TOP OF A CONCRETE HEADWALL, AT THE NORTHEAST CORNER OF
 JU4053'A CATCH BASIN, ON THE NORTH SIDE OF HIGHWAY 3, AND APPROXIMATELY
 JU4053'28.3 METERS (93.0 FEET) WEST OF THE INTERSECTION OF HIGHWAY 3 AND
 JU4053'PLUMSOCK ROAD.
 JU4053'2.89 METERS (9.5 FT) NORTH FROM THE NORTH EDGE OF HIGHWAY 3.
 JU4053'TO REACH THE AZIMUTH FROM THE STATION,
 JU4053'GO EAST FOR 0.7 KM (0.45 MI) ON HIGHWAY 3 TO PLUMSOCK ROAD AND THE
 JU4053'AZIMUTH MARK ON THE LEFT.
 JU4053'
 JU4053'DESCRIBED BY R.B. GROSSER.
 JU4053
 JU4053                          STATION RECOVERY (1987)
 JU4053
 JU4053'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1987
 JU4053'RECOVERED IN GOOD CONDITION.
 JU4053
 JU4053                          STATION RECOVERY (1995)
 JU4053
 JU4053'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU4053'RECOVERED IN GOOD CONDITION.
 JU4053
 JU4053                          STATION RECOVERY (2001)
 JU4053
 JU4053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU4053'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU4054 ***********************************************************************
 JU4054  DESIGNATION -  ASHTON AZ MK
 JU4054  PID         -  JU4054
 JU4054  STATE/COUNTY-  PA/CHESTER
 JU4054  USGS QUAD   -  MEDIA (1995)
 JU4054
 JU4054                         *CURRENT SURVEY CONTROL
 JU4054  ___________________________________________________________________
 JU4054* NAD 83(1992)-  39 58 16.56763(N)    075 28 04.07598(W)     ADJUSTED  
 JU4054* NAVD 88     -        91.     (meters)     299.     (feet)  VERTCON   
 JU4054  ___________________________________________________________________
 JU4054  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 JU4054  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JU4054
 JU4054  HORZ ORDER  -  SECOND
 JU4054
 JU4054.The horizontal coordinates were established by classical geodetic methods
 JU4054.and adjusted by the National Geodetic Survey in June 2002..
 JU4054.No horizontal observational check was made to the station.
 JU4054
 JU4054.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4054
 JU4054.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4054
 JU4054.The geoid height was determined by GEOID03.
 JU4054
 JU4054;                    North         East     Units Scale Factor Converg.
 JU4054;SPC PA S     -    73,352.074   794,944.795   MT  0.99999428   +1 28 50.4
 JU4054;SPC PA S     -   240,655.93  2,608,081.38   sFT  0.99999428   +1 28 50.4
 JU4054;UTM  18      - 4,424,673.107   460,052.019   MT  0.99961965   -0 18 01.9
 JU4054
 JU4054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4054!SPC PA S     -   0.99999098  x   0.99999428  =   0.99998526
 JU4054!UTM  18      -   0.99999098  x   0.99961965  =   0.99961063
 JU4054
 JU4054                          SUPERSEDED SURVEY CONTROL
 JU4054
 JU4054  NAD 83(1996)-  39 58 16.56628(N)    075 28 04.07576(W) AD(       ) 2
 JU4054  NAD 83(1991)-  39 58 16.56391(N)    075 28 04.07855(W) AD(       ) 2
 JU4054  NAD 83(1986)-  39 58 16.56342(N)    075 28 04.08057(W) AD(       ) 2
 JU4054  NGVD 29 (03/28/90)   91.     (m)          299.     (f) VERT ANG       
 JU4054
 JU4054.Superseded values are not recommended for survey control.
 JU4054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4054.See file dsdata.txt to determine how the superseded data were derived.
 JU4054
 JU4054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6005224673(NAD 83)
 JU4054_MARKER: DZ = AZIMUTH MARK DISK
 JU4054_SETTING: 0 = UNSPECIFIED SETTING
 JU4054_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4054
 JU4054  HISTORY     - Date     Condition        Report By
 JU4054  HISTORY     - 1985     MONUMENTED       PADT
 JU4054  HISTORY     - 19950808 GOOD             USPSQD
 JU4054  HISTORY     - 20011203 MARK NOT FOUND   NGS
 JU4054
 JU4054                          STATION DESCRIPTION
 JU4054
 JU4054'DESCRIBED BY PA DEPT OF TRANSP 1985 (RBG)
 JU4054'THE STATION IS LOCATED ABOUT 5.5 KM (3.4 MI)
 JU4054'EAST OF MILLTOWN,
 JU4054'6.0 KM (3.7 MI) WEST-SOUTHWEST OF NEWTOWN SQUARE, AND
 JU4054'2.5 KM (1.5 MI) SOUTH OF WHITE HORSE, IN WILLISTOWN TOWNSHIP,
 JU4054'CHESTER COUNTY.
 JU4054'OWNERSHIP--PADT RIGHT-OF-WAY
 JU4054'
 JU4054'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 3 AND
 JU4054'STATE HIGHWAY 252 IN NEWTOWN SQUARE, GO WEST FOR
 JU4054'1.1 KM (0.7 MI) ON HIGHWAY 3 TO A TRAFFIC LIGHT AT THE ARCO
 JU4054'CHEMICAL COMPANY,
 JU4054'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 3.4 KM (2.1 MI) ON HIGHWAY
 JU4054'3 TO PROVIDENCE ROAD,
 JU4054'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 1.45 KM (0.9 MI) ON HIGHWAY
 JU4054'3 TO PLUMSOCK ROAD AND THE STATION ON THE RIGHT.
 JU4054'
 JU4054'THE STATION IS A STANDARD PADT DISK
 JU4054'STAMPED---ASHTON 1985---,
 JU4054'SET INTO THE TOP OF A CONCRETE HEADWALL, AT THE NORTHEAST CORNER OF
 JU4054'A CATCH BASIN, ON THE NORTH SIDE OF HIGHWAY 3, AND APPROXIMATELY
 JU4054'28.3 METERS (93.0 FEET) WEST OF THE INTERSECTION OF HIGHWAY 3 AND
 JU4054'PLUMSOCK ROAD.
 JU4054'2.89 METERS (9.5 FT) NORTH FROM THE NORTH EDGE OF HIGHWAY 3.
 JU4054'
 JU4054'DESCRIBED BY R.B. GROSSER.
 JU4054
 JU4054                          STATION RECOVERY (1995)
 JU4054
 JU4054'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU4054'RECOVERED IN GOOD CONDITION.
 JU4054
 JU4054                          STATION RECOVERY (2001)
 JU4054
 JU4054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU4054'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV6137 ***********************************************************************
 JV6137  DESIGNATION -  ASPER
 JV6137  PID         -  JV6137
 JV6137  STATE/COUNTY-  PA/YORK
 JV6137  USGS QUAD   -  ABBOTTSTOWN (1981)
 JV6137
 JV6137                         *CURRENT SURVEY CONTROL
 JV6137  ___________________________________________________________________
 JV6137* NAD 83(1992)-  39 59 47.15221(N)    076 59 47.39809(W)     ADJUSTED  
 JV6137* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 JV6137  ___________________________________________________________________
 JV6137  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 JV6137  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JV6137
 JV6137  HORZ ORDER  -  SECOND
 JV6137
 JV6137.The horizontal coordinates were established by classical geodetic methods
 JV6137.and adjusted by the National Geodetic Survey in June 2002..
 JV6137
 JV6137.The orthometric height was scaled from a topographic map.
 JV6137
 JV6137.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV6137
 JV6137.The geoid height was determined by GEOID03.
 JV6137
 JV6137;                    North         East     Units Scale Factor Converg.
 JV6137;SPC PA S     -    73,901.367   664,346.289   MT  0.99999073   +0 29 19.9
 JV6137;SPC PA S     -   242,458.07  2,179,609.45   sFT  0.99999073   +0 29 19.9
 JV6137;UTM  18      - 4,429,270.124   329,564.466   MT  0.99995761   -1 17 00.7
 JV6137
 JV6137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV6137!SPC PA S     -   0.99997710  x   0.99999073  =   0.99996783
 JV6137!UTM  18      -   0.99997710  x   0.99995761  =   0.99993471
 JV6137
 JV6137|---------------------------------------------------------------------|
 JV6137| PID    Reference Object                     Distance      Geod. Az  |
 JV6137|                                                           dddmmss.s |
 JV6137| CA9899 ASPER RM 1                           29.178 METERS 02538     |
 JV6137| CA9900 ASPER RM 2                           34.687 METERS 10912     |
 JV6137| CA9898 ASPER AZ MK                                        1365551.2 |
 JV6137| JV4150 ALWINE BRICK CO STACK               APPROX.15.8 KM 1911038.5 |
 JV6137|---------------------------------------------------------------------|
 JV6137
 JV6137                          SUPERSEDED SURVEY CONTROL
 JV6137
 JV6137  NAD 83(1991)-  39 59 47.14820(N)    076 59 47.40029(W) AD(       ) 2
 JV6137  NAD 83(1986)-  39 59 47.14806(N)    076 59 47.40063(W) AD(       ) 2
 JV6137  NAD 27      -  39 59 46.80400(N)    076 59 48.48000(W) AD(       ) 2
 JV6137
 JV6137.Superseded values are not recommended for survey control.
 JV6137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV6137.See file dsdata.txt to determine how the superseded data were derived.
 JV6137
 JV6137_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK2956429270(NAD 83)
 JV6137_MARKER: DS = TRIANGULATION STATION DISK
 JV6137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV6137
 JV6137  HISTORY     - Date     Condition        Report By
 JV6137  HISTORY     - 1942     MONUMENTED       CGS
 JV6137  HISTORY     - 1952     GOOD             CGS
 JV6137  HISTORY     - 1966     MARK NOT FOUND   CGS
 JV6137
 JV6137                          STATION DESCRIPTION
 JV6137
 JV6137'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 JV6137'STATION IS ABOUT 7.5 MILES N OF ABBOTTSTOWN, ABOUT 14 MILES WNW OF
 JV6137'YORK, AND ABOUT 1 MILE W OF THE ASPER SCHOOLHOUSE ON THE PROPERTY OF
 JV6137'MR. J.W. ELICKER.  IT IS 55.5 FEET SW OF THE SW CORNER OF THE GARAGE,
 JV6137'27 FEET E OF THE CENTER LINE OF STATE ROUTE 194, 23 PACES S OF THE
 JV6137'GASOLINE PUMP AT MR. ELICKERS GARAGE, AND 12 FEET E OF A WOVEN WIRE
 JV6137'FENCE.  MARK IS STAMPED ASPER 1942 AND IS ABOUT 12 INCHES BELOW THE
 JV6137'SURFACE OF THE GROUND.
 JV6137'
 JV6137'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JV6137'BRONZE DISKS SET IN CONCRETE.
 JV6137'
 JV6137'REFERENCE MARK NO. 1 IS 18 FEET NE OF THE SE CORNER OF THE GARAGE.
 JV6137'MARK IS STAMPED ASPER NO. 1 1942 AND PROJECTS ABOUT 8 INCHES.
 JV6137'
 JV6137'REFERENCE MARK NO. 2 IS 20 FEET E OF THE CENTER LINE OF STATE ROUTE
 JV6137'194 AND 1 FOOT E OF THE FENCE.  MARK IS STAMPED ASPER NO. 2 1942
 JV6137'AND PROJECTS ABOUT 7 INCHES.
 JV6137'
 JV6137'AZIMUTH MARK IS ABOUT 0.25 MILE S OF THE STATION ON THE E SIDE OF THE
 JV6137'ROAD IN THE SW CORNER OF THE FIELD.  MARK IS STAMPED ASPER 1942
 JV6137'AND PROJECTS ABOUT 8 INCHES.
 JV6137'
 JV6137'STATION CAN BE REACHED FROM THE CIRCLE IN ABBOTTSTOWN AT THE JUNCTION
 JV6137'OF U.S. ROUTE 30 AND STATE ROUTE 194 BY GOING N ON 194 FOR 3.6 MILES
 JV6137'TO TRAFFIC LIGHT IN EAST BERLIN, CONTINUE N ON U.S. ROUTE 194 FOR 4.9
 JV6137'MILES TO STATION ON THE RIGHT AT THE TOP OF GRADE.
 JV6137'
 JV6137'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 JV6137
 JV6137                          STATION RECOVERY (1952)
 JV6137
 JV6137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (AMS)
 JV6137'THE STATION, A STANDARD USC AND GS BRONZE TRIANGULATION DISC, SET IN
 JV6137'THE TOP OF A 1 FOOT SQUARE CONCRETE POST, 1 FOOT BELOW THE SURFACE
 JV6137'OF THE GROUND, IN A PASTURE FIELD, WAS RECOVERED AS DESCRIBED WITH
 JV6137'THE FOLLOWING ADDITIONS AND CORRECTIONS.
 JV6137'
 JV6137'THE DISTANCE TO THE AZIMUTH MARK IS .15, NOT .25 MILES.  BOTH
 JV6137'REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 JV6137'
 JV6137'THE STATION IS 31.5 FEET EAST OF, AND PERPENDICULAR TO, THE
 JV6137'CENTERLINE OF ROAD, 56 FEET SOUTH OF SOUTHWEST CORNER OF GARAGE,
 JV6137'120 FEET NORTH OF CENTERLINE OF ROAD AND FENCELINE TO ENE.
 JV6137
 JV6137                          STATION RECOVERY (1966)
 JV6137
 JV6137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 JV6137'REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH MARK WERE RECOVERED
 JV6137'AND FOUND IN GOOD CONDITION AS DESCRIBED.  THE STATION MARK WAS
 JV6137'NOT UNCOVERED AT THIS TIME DUE TO THE FIELD BEING IN CROP.  IT WAS
 JV6137'STATED BY THE PROPERTY OWNER THERE WAS NO DANGER OF THE STATION
 JV6137'MARK BEING DISTURBED.
 JV6137'
 JV6137'THE ORIGIONAL DESCRIPTION TO REACH IS ADEQUATE.
 JV6137'
 JV6137'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-8.0 MILES SOUTH
 JV6137'SOUTH-EAST OF DILLSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2669 ***********************************************************************
 LY2669  DESIGNATION -  ATCO
 LY2669  PID         -  LY2669
 LY2669  STATE/COUNTY-  PA/WAYNE
 LY2669  USGS QUAD   -  NARROWSBURG (1997)
 LY2669
 LY2669                         *CURRENT SURVEY CONTROL
 LY2669  ___________________________________________________________________
 LY2669* NAD 83(1992)-  41 37 00.35800(N)    075 04 59.98698(W)     ADJUSTED  
 LY2669* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 LY2669  ___________________________________________________________________
 LY2669  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 LY2669  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 LY2669
 LY2669  HORZ ORDER  -  THIRD
 LY2669
 LY2669.The horizontal coordinates were established by classical geodetic methods
 LY2669.and adjusted by the National Geodetic Survey in June 2002..
 LY2669
 LY2669.The orthometric height was scaled from a topographic map.
 LY2669
 LY2669.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2669
 LY2669.The geoid height was determined by GEOID03.
 LY2669
 LY2669;                    North         East     Units Scale Factor Converg.
 LY2669;SPC PA N     -   164,461.403   822,212.979   MT  0.99996288   +1 45 50.8
 LY2669;SPC PA N     -   539,570.45  2,697,543.75   sFT  0.99996288   +1 45 50.8
 LY2669;SPC NY E     -   309,203.039   101,386.554   MT  0.99992907   -0 23 14.7
 LY2669;SPC NY E     - 1,014,443.64    332,632.39   sFT  0.99992907   -0 23 14.7
 LY2669;UTM  18      - 4,607,230.983   493,057.578   MT  0.99960059   -0 03 19.2
 LY2669
 LY2669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2669!SPC PA N     -   0.99994702  x   0.99996288  =   0.99990990
 LY2669!SPC NY E     -   0.99994702  x   0.99992907  =   0.99987609
 LY2669!UTM  18      -   0.99994702  x   0.99960059  =   0.99954763
 LY2669
 LY2669|---------------------------------------------------------------------|
 LY2669| PID    Reference Object                     Distance      Geod. Az  |
 LY2669|                                                           dddmmss.s |
 LY2669| CB2653 ATCO RM 1                            22.183 METERS 04819     |
 LY2669| CB2654 ATCO RM 2                            18.910 METERS 27713     |
 LY2669| CB2652 ATCO AZ MK                                         3464051.8 |
 LY2669|---------------------------------------------------------------------|
 LY2669
 LY2669                          SUPERSEDED SURVEY CONTROL
 LY2669
 LY2669  NAD 83(1996)-  41 37 00.35800(N)    075 04 59.98698(W) AD(       ) 3
 LY2669  NAD 83(1996)-  41 37 00.35801(N)    075 04 59.98697(W) AD(       ) 3
 LY2669  NAD 83(1986)-  41 37 00.36038(N)    075 04 59.98809(W) AD(       ) 3
 LY2669  NAD 27      -  41 37 00.03800(N)    075 05 01.37400(W) AD(       ) 3
 LY2669
 LY2669.Superseded values are not recommended for survey control.
 LY2669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2669.See file dsdata.txt to determine how the superseded data were derived.
 LY2669
 LY2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM9305807231(NAD 83)
 LY2669_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2669
 LY2669  HISTORY     - Date     Condition        Report By
 LY2669  HISTORY     - 1942     MONUMENTED       CGS
 LY2669
 LY2669                          STATION DESCRIPTION
 LY2669
 LY2669'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 LY2669'STATION IS ON THE HIGHEST POINT OF A HILL 0.6 MILE NW OF A BEND IN
 LY2669'THE DELAWARE RIVER, ABOUT 1.25 MILES WNW OF NARROWSBURG,
 LY2669'NEW YORK AND ON PROPERTY OWNED BY A MRS. LAVERY OF NEW YORK CITY,
 LY2669'ADDRESS NOT KNOWN.  IT IS ABOUT 0.2 MILE S OF U.S. HIGHWAY 106, 0.05
 LY2669'MILE E OF A WINDING DIRT ROAD OVER THE HILL AND 43 FEET W OF A
 LY2669'DOUBLE-TRUNKED TREE.  IT IS STAMPED ATCO 1942 AND PROJECTS 1 FOOT.
 LY2669'
 LY2669'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE, AS
 LY2669'DESCRIBED IN NOTES 1A AND 7A.
 LY2669'
 LY2669'REFERENCE MARK NO. 1 IS NE OF THE STATION.  IT IS A BRONZE DISK SET
 LY2669'FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK WHERE THE TOP OF THE
 LY2669'HILL DROPS OFF TO THE N.  IT IS STAMPED ATCO NO. 1 1942.
 LY2669'
 LY2669'REFERENCE MARK NO. 2 IS W OF THE STATION.  IT IS A BRONZE DISK SET
 LY2669'FLUSH IN A DRILL HOLE IN THE FLAT TOP OF A BOULDER, 1 FOOT BY 3
 LY2669'FEET, PROTRUDING 6 INCHES AND WHERE THE TOP OF THE HILL DROPS OFF TO
 LY2669'THE W.  IT IS STAMPED ATCO NO. 2 1942.
 LY2669'
 LY2669'THE AZIMUTH MARK IS ABOUT 0.3 MILE NW OF THE STATION.  IT IS A BRONZE
 LY2669'DISK SET FLUSH IN A DRILL HOLE IN THE TOP OF A BOULDER 4 FEET BY
 LY2669'10 FEET, PROTRUDING 3 FEET, IN AN OPEN FIELD.  IT IS 74 FEET S OF A
 LY2669'FENCE LINE, 87 FEET S OF THE CENTER OF A DIRT ROAD AND IS
 LY2669'STAMPED ATCO 1942.  TO REACH FROM THE STATION, GO WESTERLY 0.05 MILE
 LY2669'TO THE DIRT ROAD, TURN RIGHT AND GO 0.25 MILE TO U.S. HIGHWAY 106,
 LY2669'TURN RIGHT FOR 0.15 MILE, THEN TURN LEFT ON A DIRT ROAD FOR 0.1 MILE,
 LY2669'THEN TURN RIGHT FOR 0.1 MILE TO THE MARK IN A FIELD ON THE RIGHT.
 LY2669'
 LY2669'TO REACH THE STATION FROM THE BRIDGE OVER THE DELAWARE RIVER AT
 LY2669'NARROWSBURG, NEW YORK, GO WESTERLY ON U.S. HIGHWAY 106 FOR 1.8
 LY2669'MILES TO THE TOP OF GRADE AND A SIDE ROAD LEFT.  TURN LEFT AND FOLLOW
 LY2669'WINDING ROAD UPHILL FOR 0.25 MILE TO TOP, THEN TURN LEFT INTO WOODS
 LY2669'AND GO 0.05 MILE TO HIGHEST POINT OF HILL AND THE STATION.
 LY2669'
 LY2669'A 64-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATION WEBER (U.S.G.S.)
 LY2669'1940.  A 64-FOOT TOWER
 LY2669'WILL SEE A 74-FOOT LIGHT AT STATION BRADLEY.
 LY2669'A 64-FOOT TOWER WILL SEE A
 LY2669'123-FOOT LIGHT AT STATION HARTMANN 1940.
 LY2669'
 LY2669'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ2005 ***********************************************************************
 LZ2005  DESIGNATION -  ATHENS
 LZ2005  PID         -  LZ2005
 LZ2005  STATE/COUNTY-  PA/BRADFORD
 LZ2005  USGS QUAD   -  SAYRE (1986)
 LZ2005
 LZ2005                         *CURRENT SURVEY CONTROL
 LZ2005  ___________________________________________________________________
 LZ2005* NAD 83(1992)-  41 57 07.73123(N)    076 31 55.84330(W)     ADJUSTED  
 LZ2005* NAVD 88     -       433.9    (meters)    1424.     (feet)  VERTCON   
 LZ2005  ___________________________________________________________________
 LZ2005  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 LZ2005  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 LZ2005
 LZ2005  HORZ ORDER  -  SECOND
 LZ2005
 LZ2005.The horizontal coordinates were established by classical geodetic methods
 LZ2005.and adjusted by the National Geodetic Survey in June 2002..
 LZ2005
 LZ2005.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ2005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ2005
 LZ2005.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ2005
 LZ2005.The geoid height was determined by GEOID03.
 LZ2005
 LZ2005;                    North         East     Units Scale Factor Converg.
 LZ2005;SPC PA N     -   198,999.825   700,969.689   MT  1.00000035   +0 48 20.3
 LZ2005;SPC PA N     -   652,885.26  2,299,764.72   sFT  1.00000035   +0 48 20.3
 LZ2005;UTM  18      - 4,645,598.472   373,011.944   MT  0.99979843   -1 01 27.9
 LZ2005
 LZ2005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ2005!SPC PA N     -   0.99993713  x   1.00000035  =   0.99993748
 LZ2005!UTM  18      -   0.99993713  x   0.99979843  =   0.99973557
 LZ2005
 LZ2005|---------------------------------------------------------------------|
 LZ2005| PID    Reference Object                     Distance      Geod. Az  |
 LZ2005|                                                           dddmmss.s |
 LZ2005| CB2656 ATHENS RM 1                          13.898 METERS 08624     |
 LZ2005| CB2657 ATHENS RM 2                          23.565 METERS 23237     |
 LZ2005| CB2655 ATHENS AZ MK                                       3302023.4 |
 LZ2005|---------------------------------------------------------------------|
 LZ2005
 LZ2005                          SUPERSEDED SURVEY CONTROL
 LZ2005
 LZ2005  NAD 83(1996)-  41 57 07.73069(N)    076 31 55.84345(W) AD(       ) 2
 LZ2005  NAD 83(1986)-  41 57 07.73234(N)    076 31 55.84437(W) AD(       ) 2
 LZ2005  NAD 27      -  41 57 07.46564(N)    076 31 57.04419(W) AD(       ) 2
 LZ2005  NGVD 29 (07/19/86)  434.1    (m)         1424.     (f) VERT ANG       
 LZ2005
 LZ2005.Superseded values are not recommended for survey control.
 LZ2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ2005.See file dsdata.txt to determine how the superseded data were derived.
 LZ2005
 LZ2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM7301245598(NAD 83)
 LZ2005_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ2005
 LZ2005  HISTORY     - Date     Condition        Report By
 LZ2005  HISTORY     - 1968     MONUMENTED       CGS
 LZ2005  HISTORY     - 19910907 MARK NOT FOUND   USPSQD
 LZ2005
 LZ2005                          STATION DESCRIPTION
 LZ2005
 LZ2005'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (WMJ)
 LZ2005'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF MILAN AND 1.5 MILES
 LZ2005'WEST-SOUTHWEST OF ATHENS.  IT IS ON A HIGH HILL LOCALLY KNOWN AS
 LZ2005'ROUND TOP.  IT IS IN THE NORTH EDGE OF A RECREATION PARK OWNED BY THE
 LZ2005'TOWN OF ATHENS.
 LZ2005'
 LZ2005'TO REACH THE STATION FROM THE POST OFFICE IN ATHENS, GO SOUTH ON U.S.
 LZ2005'HIGHWAY 220 FOR 1.35 MILES TO A SIDE ROAD ON THE RIGHT,
 LZ2005'TURN RIGHT AND GO WEST ON PUMP STATION HILL ROAD FOR 1.2 MILES TO A
 LZ2005'SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO NORTHEAST
 LZ2005'ON ROUND TOP ROAD FOR 0.8 MILE TO A FORK AT THE TOP OF HILL, TURN
 LZ2005'LEFT AND FOLLOW CIRCULAR DRIVE FOR 0.15 MILE TO THE
 LZ2005'STATION ON THE LEFT.
 LZ2005'
 LZ2005'THE STATION MARK IS 55 FEET NORTH OF THE APPROXIMATE CENTER OF PAVED
 LZ2005'ROAD, 40 FEET NORTHWEST OF A METAL FLAG POLE AND 15 FEET
 LZ2005'SOUTH OF THE NORTH EDGE OF BANK.  THE MARK IS A STANDARD DISK SET IN
 LZ2005'THE TOP OF A SQUARE CONCRETE POST SET FLUSH WITH THE GROUND AND
 LZ2005'IS STAMPED ATHENS 1968.
 LZ2005'
 LZ2005'REFERENCE MARK NO. 1 IS 58 FEET NORTH-NORTHEAST OF THE APPROXIMATE
 LZ2005'CENTER OF THE PAVED ROAD AND 21 FEET NORTHEAST OF
 LZ2005'THE METAL FLAG POLE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A
 LZ2005'SQUARE CONCRETE POST SET FLUSH WITH THE GROUND AND IS
 LZ2005'STAMPED ATHENS NO 1 1968.
 LZ2005'
 LZ2005'REFERENCE MARK NO. 2 IS 45 FEET NORTHWEST OF THE APPROXIMATE CENTER
 LZ2005'OF THE PAVED ROAD AND 38 FEET NORTHEAST OF THE NORTH EDGE OF A
 LZ2005'COVERED PICNIC TABLE.  THE MARK IS A STANDARD DISK CEMENTED IN A
 LZ2005'DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING 4 INCHES AND IS
 LZ2005'STAMPED ATHENS NO 2 1968.
 LZ2005'
 LZ2005'THE AZIMUTH MARK IS 15 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 LZ2005'THE TRACK ROAD, 8 FEET SOUTHWEST OF A SMALL PINE TREE AND
 LZ2005'1.5 FEET SOUTH OF A METAL WITNESS POST.  THE MARK IS A STANDARD DISK
 LZ2005'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 4
 LZ2005'INCHES AND IS STAMPED ATHENS 1968.
 LZ2005'
 LZ2005'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH-NORTHWEST DOWN
 LZ2005'STEEP BANK FOR 0.05 MILE TO A TRACK ROAD, GO NORTH ON THE
 LZ2005'TRACK ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 LZ2005'
 LZ2005'HEIGHT OF LIGHT ABOVE STATION MARK 2.7 METERS.
 LZ2005
 LZ2005                          STATION RECOVERY (1991)
 LZ2005
 LZ2005'RECOVERY NOTE BY US POWER SQUADRON 1991 (JMK)
 LZ2005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1866 ***********************************************************************
 MB1866  DESIGNATION -  ATLANTIC ATT MICROWAVE MAST
 MB1866  PID         -  MB1866
 MB1866  STATE/COUNTY-  PA/CRAWFORD
 MB1866  USGS QUAD   -  CONNEAUT LAKE (1990)
 MB1866
 MB1866                         *CURRENT SURVEY CONTROL
 MB1866  ___________________________________________________________________
 MB1866* NAD 83(1992)-  41 30 24.75474(N)    080 18 34.52676(W)     ADJUSTED  
 MB1866* NAVD 88     -                                                        
 MB1866  ___________________________________________________________________
 MB1866  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 MB1866  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 MB1866
 MB1866  HORZ ORDER  -  THIRD
 MB1866
 MB1866.The horizontal coordinates were established by classical geodetic methods
 MB1866.and adjusted by the National Geodetic Survey in June 2002..
 MB1866
 MB1866
 MB1866.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1866
 MB1866.The geoid height was determined by GEOID03.
 MB1866
 MB1866;                    North         East     Units Scale Factor Converg.
 MB1866;SPC PA N     -   151,993.115   386,346.653   MT  0.99995806   -1 41 35.8
 MB1866;SPC PA N     -   498,664.08  1,267,538.98   sFT  0.99995806   -1 41 35.8
 MB1866;UTM  17      - 4,595,257.687   557,617.544   MT  0.99964085   +0 27 27.2
 MB1866
 MB1866                          SUPERSEDED SURVEY CONTROL
 MB1866
 MB1866  NAD 83(1995)-  41 30 24.75751(N)    080 18 34.53250(W) AD(       ) 4
 MB1866  NAD 83(1986)-  41 30 24.76004(N)    080 18 34.53294(W) AD(       ) 4
 MB1866  NAD 27      -  41 30 24.56539(N)    080 18 35.34988(W) AD(       ) 3
 MB1866
 MB1866.Superseded values are not recommended for survey control.
 MB1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1866.See file dsdata.txt to determine how the superseded data were derived.
 MB1866
 MB1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF5761895258(NAD 83)
 MB1866
 MB1866  HISTORY     - Date     Condition        Report By
 MB1866  HISTORY     - 1959     MONUMENTED       CGS
 MB1866  HISTORY     - 1961     SEE DESCRIPTION  CGS
 MB1866
 MB1866                          STATION DESCRIPTION
 MB1866
 MB1866'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 MB1866'THE STATION IS THE APEX AND CENTER OF THE RELAY MAST.  LOCATED ON A
 MB1866'PROMINENT HILL ABOUT 4.0 MILES NORTHEAST OF ATLANTIC,
 MB1866'PENNSYLVANIA.  IT IS A 4-STEEL CHANNEL LEG STRUCTURE WITH FOUR VOICE
 MB1866'MIRRORS MOUNTED AT THE APEX.  THE OVERALL HEIGHT OF THE
 MB1866'STRUCTURE IS APPROXIMATELY 425 FEET AND THE STRUCTURE IS PAINTED
 MB1866'ALTERNATELY ORANGE AND WHITE.
 MB1866
 MB1866                          STATION RECOVERY (1961)
 MB1866
 MB1866'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMT)
 MB1866'THE AT AND T MICROWAVE RELAY MAST WAS RECOVERED AS DESCRIBED AND IN
 MB1866'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1759 ***********************************************************************
 LZ1759  DESIGNATION -  ATT MICROWAVE TOWER N OF LOCK HAVEN
 LZ1759  PID         -  LZ1759
 LZ1759  STATE/COUNTY-  PA/CLINTON
 LZ1759  USGS QUAD   -  LOCK HAVEN (1986)
 LZ1759
 LZ1759                         *CURRENT SURVEY CONTROL
 LZ1759  ___________________________________________________________________
 LZ1759* NAD 83(1992)-  41 11 57.69054(N)    077 25 50.38420(W)     ADJUSTED  
 LZ1759* NAVD 88     -                                                        
 LZ1759  ___________________________________________________________________
 LZ1759  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 LZ1759  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 LZ1759
 LZ1759  HORZ ORDER  -  THIRD
 LZ1759
 LZ1759.The horizontal coordinates were established by classical geodetic methods
 LZ1759.and adjusted by the National Geodetic Survey in June 2002..
 LZ1759
 LZ1759
 LZ1759.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1759
 LZ1759.The geoid height was determined by GEOID03.
 LZ1759
 LZ1759;                    North         East     Units Scale Factor Converg.
 LZ1759;SPC PA N     -   114,733.454   626,785.397   MT  0.99996405   +0 12 40.5
 LZ1759;SPC PA N     -   376,421.34  2,056,378.42   sFT  0.99996405   +0 12 40.5
 LZ1759;UTM  18      - 4,563,736.653   296,186.561   MT  1.00011127   -1 36 05.7
 LZ1759
 LZ1759                          SUPERSEDED SURVEY CONTROL
 LZ1759
 LZ1759  NAD 83(1986)-  41 11 57.68660(N)    077 25 50.38138(W) AD(       ) 4
 LZ1759  NAD 27      -  41 11 57.42892(N)    077 25 51.45847(W) AD(       ) 3
 LZ1759
 LZ1759.Superseded values are not recommended for survey control.
 LZ1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1759.See file dsdata.txt to determine how the superseded data were derived.
 LZ1759
 LZ1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL9618763737(NAD 83)
 LZ1759_MARKER: 45 = MICROWAVE TOWER
 LZ1759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LZ1759+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2004
 LZ1759
 LZ1759  HISTORY     - Date     Condition        Report By
 LZ1759  HISTORY     - 1958     FIRST OBSERVED   CGS
 LZ1759  HISTORY     - 1969     GOOD             CGS
 LZ1759  HISTORY     - 20041010 GOOD             GEOCAC
 LZ1759
 LZ1759                          STATION DESCRIPTION
 LZ1759
 LZ1759'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ1759'THE STATION IS THE LIGHT ATOP THE TOWER WHICH IS LOCATED
 LZ1759'APPROXIMATELY 4.5 MILES NORTH OF LOCK HAVEN.
 LZ1759'
 LZ1759'THE TOWER IS A FOUR LEGGED STEEL STRUCTURE APPROXIMATELY 180 FEET
 LZ1759'HIGH.
 LZ1759'
 LZ1759'NOTE- THIS STATION WAS NOT VISITED BY THIS PARTY.
 LZ1759
 LZ1759                          STATION RECOVERY (1969)
 LZ1759
 LZ1759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LZ1759'RECOVERED AS DESCRIBED IN 1958 BY W. E. RANDALL.
 LZ1759
 LZ1759                          STATION RECOVERY (2004)
 LZ1759
 LZ1759'RECOVERY NOTE BY GEOCACHING 2004 (CJB)
 LZ1759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2960 ***********************************************************************
 KW2960  DESIGNATION -  AUDEN
 KW2960  PID         -  KW2960
 KW2960  STATE/COUNTY-  PA/LUZERNE
 KW2960  USGS QUAD   -  CONYNGHAM (1989)
 KW2960
 KW2960                         *CURRENT SURVEY CONTROL
 KW2960  ___________________________________________________________________
 KW2960* NAD 83(1992)-  40 55 39.96405(N)    076 01 42.60732(W)     ADJUSTED  
 KW2960* NAVD 88     -       558.4    (meters)    1832.     (feet)  VERTCON   
 KW2960  ___________________________________________________________________
 KW2960  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 KW2960  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KW2960
 KW2960  HORZ ORDER  -  SECOND
 KW2960
 KW2960.The horizontal coordinates were established by classical geodetic methods
 KW2960.and adjusted by the National Geodetic Survey in June 2002..
 KW2960
 KW2960.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2960
 KW2960.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2960
 KW2960.The geoid height was determined by GEOID03.
 KW2960
 KW2960;                    North         East     Units Scale Factor Converg.
 KW2960;SPC PA N     -    85,964.188   744,986.012   MT  0.99999313   +1 08 19.8
 KW2960;SPC PA N     -   282,034.17  2,444,174.94   sFT  0.99999313   +1 08 19.8
 KW2960;SPC PA S     -   178,455.901   744,986.520   MT  0.99999412   +1 07 00.8
 KW2960;SPC PA S     -   585,484.07  2,444,176.61   sFT  0.99999412   +1 07 00.8
 KW2960;UTM  18      - 4,531,247.837   413,406.373   MT  0.99969229   -0 40 25.8
 KW2960
 KW2960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2960!SPC PA N     -   0.99991755  x   0.99999313  =   0.99991068
 KW2960!SPC PA S     -   0.99991755  x   0.99999412  =   0.99991167
 KW2960!UTM  18      -   0.99991755  x   0.99969229  =   0.99960987
 KW2960
 KW2960:                Primary Azimuth Mark                     Grid Az
 KW2960:SPC PA N     -  HAZLETON RADIO STA WAZL MAST             073 44 35.1
 KW2960:SPC PA S     -  HAZLETON RADIO STA WAZL MAST             073 45 54.1
 KW2960:UTM  18      -  HAZLETON RADIO STA WAZL MAST             075 33 20.7
 KW2960
 KW2960|---------------------------------------------------------------------|
 KW2960| PID    Reference Object                     Distance      Geod. Az  |
 KW2960|                                                           dddmmss.s |
 KW2960| KV3877 HAZLETON RADIO STA WAZL MAST        APPROX. 5.5 KM 0745254.9 |
 KW2960| KV3879 HAZLETON AUTO LITE CO STACK         APPROX. 5.1 KM 0771410.2 |
 KW2960| KV3878 HAZLETON AUTO LITE CO TANK          APPROX. 5.1 KM 0785055.4 |
 KW2960| CB2660 AUDEN RM 1                            7.365 METERS 10608     |
 KW2960| CB2661 AUDEN RM 2                            9.538 METERS 20932     |
 KW2960|---------------------------------------------------------------------|
 KW2960
 KW2960                          SUPERSEDED SURVEY CONTROL
 KW2960
 KW2960  NAD 83(1986)-  40 55 39.96453(N)    076 01 42.60973(W) AD(       ) 2
 KW2960  NAD 27      -  40 55 39.65040(N)    076 01 43.86850(W) AD(       ) 2
 KW2960  NGVD 29 (07/19/86)  558.6    (m)         1833.     (f) VERT ANG       
 KW2960
 KW2960.Superseded values are not recommended for survey control.
 KW2960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2960.See file dsdata.txt to determine how the superseded data were derived.
 KW2960
 KW2960_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL1340631248(NAD 83)
 KW2960_MARKER: DS = TRIANGULATION STATION DISK
 KW2960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2960
 KW2960  HISTORY     - Date     Condition        Report By
 KW2960  HISTORY     - 1959     MONUMENTED       CGS
 KW2960  HISTORY     - 1965     SEE DESCRIPTION  CGS
 KW2960  HISTORY     - 1966     SEE DESCRIPTION  CGS
 KW2960  HISTORY     - 1973     SEE DESCRIPTION  PADH
 KW2960  HISTORY     - 1974     MARK NOT FOUND   NGS
 KW2960
 KW2960                          STATION DESCRIPTION
 KW2960
 KW2960'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 KW2960'THE STATION IS LOCATED ON A LOW, BRUSHY, RIDGE, ABOUT 2.5 MILES
 KW2960'SOUTH-SOUTHWEST OF WEST HAZLETON, ABOUT 1.0 MILE NORTHWEST OF
 KW2960'THE VILLAGE OF AUDENRIED, ABOUT 0.5 MILE SOUTH OF THE PENNSYLVANIA
 KW2960'POWER AND LIGHT CO.  TRANSFORMER STATION AND IS ABOUT 75 YARDS WEST
 KW2960'OF A SMALL RESERVOIR BELONGING TO THE HAZLETON WATER COMPANY.
 KW2960'
 KW2960'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 29 AND 924
 KW2960'IN WEST HAZLETON, GO SOUTH AND SOUTHWEST ON STATE HIGHWAY 924 FOR
 KW2960'2.52 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON A
 KW2960'CINDERED ROAD FOR 0.4 MILE TO THE PENNSYLVANIA POWER AND LIGHT CO.
 KW2960'TRANSFORMER STATION ON THE RIGHT, CONTINUE STRAIGHT AHEAD, SOUTH, ON
 KW2960'THE MAIN TRAVELED ROAD FOR 0.46 MILE TO A CROSSROAD.  TURN RIGHT AND
 KW2960'GO WEST ON A TRACK ROAD FOR 0.05 MILE TO THE NORTH SIDE OF A SMALL
 KW2960'RESERVOIR AT THE END OF TRUCK TRAVEL.  FROM THE END OF TRUCK TRAVEL,
 KW2960'PACK WEST ALONG THE NORTH SIDE OF THE RESERVOIR, THENCE, SOUTHWEST
 KW2960'THROUGH THE THICK BRUSH FOR ABOUT 75 YARDS TO AN 8-INCH TRIANGULAR
 KW2960'BLAZED PINE TREE, A STANDARD METAL WITNESS MARKER AND THE STATION.
 KW2960'
 KW2960'THE STATION MARK, A STANDARD DISK STAMPED AUDEN 1959, IS SET IN THE
 KW2960'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 KW2960'OF THE GROUND.  IT IS 19.8 FEET NORTHEAST OF AN 8-INCH TRIANGULAR
 KW2960'BLAZED PINE TREE AND 5.3 FEET SOUTH OF A STANDARD METAL WITNESS
 KW2960'MARKER.
 KW2960'
 KW2960'REFERENCE MARK 1, A STANDARD DISK STAMPED AUDEN NO 1 1959, IS SET IN
 KW2960'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KW2960'SURFACE OF THE GROUND.  IT IS 34 FEET SOUTHEAST OF A STANDARD METAL
 KW2960'WITNESS MARKER AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 KW2960'
 KW2960'REFERENCE MARK 2, A STANDARD DISK STAMPED AUDEN NO 2 1959, IS SET IN
 KW2960'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KW2960'SURFACE OF THE GROUND.  IT IS 33.6 FEET SOUTHWEST OF A STANDARD METAL
 KW2960'WITNESS MARKER, 12 FEET SOUTHWEST OF AN 8-INCH TRIANGULAR BLAZED
 KW2960'PINE TREE AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 KW2960'
 KW2960'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  EITHER OF THE
 KW2960'ABOVE OBJECTS MAY BE USED FOR AN AZIMUTH MARK.
 KW2960'
 KW2960'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 KW2960
 KW2960                          STATION RECOVERY (1965)
 KW2960
 KW2960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EP)
 KW2960'THE STATION AND R.M.S 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 KW2960'
 KW2960'IT HAS BEEN DISCOVERED UPON A LATER VISIT THAT SOMEONE HAS
 KW2960'INTENTIONALLY REMOVED THE DISKS OF ALL THREE MARKS.  THE DISKS
 KW2960'HAD BEEN CHISELED FROM THE UNDISTURBED CONCRETE MONUMENTS.
 KW2960
 KW2960                          STATION RECOVERY (1966)
 KW2960
 KW2960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW2960'STATION WAS VISITED FOR POSSIBLE USE IN MOVING STATION SPRING 1959
 KW2960'AWAY FROM HIGHWAY CONSTRUCTION.  STATION, REFERENCE MARK 1 AND
 KW2960'REFERENCE MARK 2 CONCRETE MONUMENTS WERE FOUND AS DESCRIBED BUT ALL
 KW2960'THREE DISKS HAD BEEN REMOVED.  THE MONUMENTS HAVE NOT BEEN
 KW2960'DISTURBED SO VERY LIKELY THE UNDERGROUND MARK IS STILL THERE.  ASIDE
 KW2960'FROM THIS THE 1959 DESCRIPTION IS ADEQUATE.
 KW2960'
 KW2960'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 1.0 MILE NORTHWEST
 KW2960'OF AUDENRIED.
 KW2960
 KW2960                          STATION RECOVERY (1973)
 KW2960
 KW2960'RECOVERY NOTE BY PA DEPT OF HIGHWAYS 1973 (JY)
 KW2960'AUDEN 1959 MONUMENT GOOD, DISK DESTROYED.
 KW2960'
 KW2960'RM 1 MONUMENT GOOD, DISK DESTROYED.
 KW2960'
 KW2960'RM 2 MONUMENT GOOD, DISK DESTROYED.
 KW2960'
 KW2960'HAZLETON, AUTOLITE CO., WATER TANK IS NOW PRESTOLITE CO. WATER TANK.
 KW2960
 KW2960                          STATION RECOVERY (1974)
 KW2960
 KW2960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KW2960'A SEARCH WAS MADE FOR THE STATION AND NO MARKS WERE FOUND.  IT IS
 KW2960'HIGHLY POSSIBLE THAT THE STATION IS STILL INTACT.  DUE TO VERY
 KW2960'THICK BRUSH AND WEEDS, THE ENTIRE OPERATION WAS LIMITED.  DURING
 KW2960'WINTER MONTHS A MORE COMPLETE SEARCH WILL BE MADE.  DURING WINTER
 KW2960'MONTHS VISIBILITY WILL BE MUCH BETTER.
 KW2960'
 KW2960'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 2.2 MILES
 KW2960'WEST-SOUTHWEST OF HAZELTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0011 ***********************************************************************
 MA0011  DESIGNATION -  AUSTIN
 MA0011  PID         -  MA0011
 MA0011  STATE/COUNTY-  PA/POTTER
 MA0011  USGS QUAD   -  AUSTIN (1983)
 MA0011
 MA0011                         *CURRENT SURVEY CONTROL
 MA0011  ___________________________________________________________________
 MA0011* NAD 83(1986)-  41 37 51.     (N)    078 05 34.     (W)     SCALED    
 MA0011* NAVD 88     -       411.885  (meters)    1351.33   (feet)  ADJUSTED  
 MA0011  ___________________________________________________________________
 MA0011  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 MA0011  DYNAMIC HT  -         411.714 (meters)    1350.77  (feet)  COMP
 MA0011  MODELED GRAV-     980,196.0   (mgal)                       NAVD 88
 MA0011
 MA0011  VERT ORDER  -  SECOND    CLASS 0
 MA0011
 MA0011.The horizontal coordinates were scaled from a topographic map and have
 MA0011.an estimated accuracy of +/- 6 seconds.
 MA0011
 MA0011.The orthometric height was determined by differential leveling
 MA0011.and adjusted by the National Geodetic Survey in June 1991..
 MA0011
 MA0011.The geoid height was determined by GEOID03.
 MA0011
 MA0011.The dynamic height is computed by dividing the NAVD 88
 MA0011.geopotential number by the normal gravity value computed on the
 MA0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0011.degrees latitude (g = 980.6199 gals.).
 MA0011
 MA0011.The modeled gravity was interpolated from observed gravity values.
 MA0011
 MA0011;                    North         East    Units  Estimated Accuracy
 MA0011;SPC PA N     -   162,660.      571,440.      MT  (+/- 180 meters Scaled)
 MA0011
 MA0011                          SUPERSEDED SURVEY CONTROL
 MA0011
 MA0011  NGVD 29 (??/??/92)  412.035  (m)         1351.82   (f) ADJ UNCH    2 0
 MA0011
 MA0011.Superseded values are not recommended for survey control.
 MA0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0011.See file dsdata.txt to determine how the superseded data were derived.
 MA0011
 MA0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG421128(NAD 83)
 MA0011_MARKER: DB = BENCH MARK DISK
 MA0011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0011_SP_SET: BUILDING
 MA0011_STAMPING: AUSTIN 1934
 MA0011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0011
 MA0011  HISTORY     - Date     Condition        Report By
 MA0011  HISTORY     - 1934     MONUMENTED       CGS
 MA0011
 MA0011                          STATION DESCRIPTION
 MA0011
 MA0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0011'AT AUSTIN.
 MA0011'AT AUSTIN, POTTER COUNTY, ABOUT 140 FEET SOUTHWEST OF THE
 MA0011'COMMUNITY HOUSE, IN THE EAST WATER TABLE OF THE FIRST NATIONAL BANK
 MA0011'BUILDING, 2 FEET FROM THE SOUTHEAST CORNER OF THE BUILDING, 27
 MA0011'FEET NORTH OF THE CENTER LINE OF MAIN STREET, AND ABOUT 5 FEET
 MA0011'HIGHER THAN MAIN STREET.  A STANDARD DISK, STAMPED AUSTIN 1934
 MA0011'AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3726 ***********************************************************************
 KV3726  DESIGNATION -  AUTOCAR CO TANK
 KV3726  PID         -  KV3726
 KV3726  STATE/COUNTY-  PA/MONTGOMERY
 KV3726  USGS QUAD   -  NORRISTOWN (1992)
 KV3726
 KV3726                         *CURRENT SURVEY CONTROL
 KV3726  ___________________________________________________________________
 KV3726* NAD 83(1992)-  40 00 33.91978(N)    075 17 36.23575(W)     ADJUSTED  
 KV3726* NAVD 88     -                                                        
 KV3726  ___________________________________________________________________
 KV3726  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 KV3726  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 KV3726
 KV3726  HORZ ORDER  -  THIRD
 KV3726
 KV3726.The horizontal coordinates were established by classical geodetic methods
 KV3726.and adjusted by the National Geodetic Survey in June 2002..
 KV3726
 KV3726
 KV3726.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3726
 KV3726.The geoid height was determined by GEOID03.
 KV3726
 KV3726;                    North         East     Units Scale Factor Converg.
 KV3726;SPC PA S     -    77,986.428   809,720.451   MT  0.99998897   +1 35 37.8
 KV3726;SPC PA S     -   255,860.47  2,656,557.85   sFT  0.99998897   +1 35 37.8
 KV3726;UTM  18      - 4,428,844.208   474,958.988   MT  0.99960772   -0 11 19.1
 KV3726
 KV3726                          SUPERSEDED SURVEY CONTROL
 KV3726
 KV3726  NAD 83(1996)-  40 00 33.91977(N)    075 17 36.23579(W) AD(       ) 4
 KV3726  NAD 83(1991)-  40 00 33.91740(N)    075 17 36.23817(W) AD(       ) 4
 KV3726  NAD 83(1986)-  40 00 33.91308(N)    075 17 36.24446(W) AD(       ) 4
 KV3726  NAD 27      -  40 00 33.50400(N)    075 17 37.58700(W) AD(       ) 3
 KV3726
 KV3726.Superseded values are not recommended for survey control.
 KV3726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3726.See file dsdata.txt to determine how the superseded data were derived.
 KV3726
 KV3726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7495928844(NAD 83)
 KV3726_MARKER: 51 = TANK
 KV3726
 KV3726  HISTORY     - Date     Condition        Report By
 KV3726  HISTORY     - 1937     FIRST OBSERVED   CGS
 KV3726
 KV3726                          STATION DESCRIPTION
 KV3726
 KV3726'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (CIA)
 KV3726'STATION IS THE FINIAL AT THE TOP OF THE WATER TANK ON THE ROOF OF THE
 KV3726'MAIN PLANT OF THE AUTOCAR COMPANY ON LANCASTER AVENUE, OPPOSITE
 KV3726'ARDMORE AVENUE IN ARDMORE, PA.  THE TANK IS BLACK WITH A LARGE WHITE
 KV3726'LETTER A ON FOUR SIDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2115 ***********************************************************************
 MA2115  DESIGNATION -  AVERILL
 MA2115  PID         -  MA2115
 MA2115  STATE/COUNTY-  PA/WARREN
 MA2115  USGS QUAD   -  GRAND VALLEY (1973)
 MA2115
 MA2115                         *CURRENT SURVEY CONTROL
 MA2115  ___________________________________________________________________
 MA2115* NAD 83(1992)-  41 41 22.83146(N)    079 31 54.76892(W)     ADJUSTED  
 MA2115* NAVD 88     -       517.     (meters)    1696.     (feet)  SCALED    
 MA2115  ___________________________________________________________________
 MA2115  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 MA2115  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 MA2115
 MA2115  HORZ ORDER  -  FIRST
 MA2115
 MA2115.The horizontal coordinates were established by classical geodetic methods
 MA2115.and adjusted by the National Geodetic Survey in June 2002..
 MA2115
 MA2115.The orthometric height was scaled from a topographic map.
 MA2115
 MA2115.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2115
 MA2115.The geoid height was determined by GEOID03.
 MA2115
 MA2115;                    North         East     Units Scale Factor Converg.
 MA2115;SPC PA N     -   170,663.624   451,669.954   MT  0.99996810   -1 10 43.6
 MA2115;SPC PA N     -   559,918.91  1,481,853.84   sFT  0.99996810   -1 10 43.6
 MA2115;UTM  17      - 4,616,363.370   622,176.705   MT  0.99978369   +0 58 35.6
 MA2115
 MA2115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2115!SPC PA N     -   0.99992414  x   0.99996810  =   0.99989224
 MA2115!UTM  17      -   0.99992414  x   0.99978369  =   0.99970785
 MA2115
 MA2115|---------------------------------------------------------------------|
 MA2115| PID    Reference Object                     Distance      Geod. Az  |
 MA2115|                                                           dddmmss.s |
 MA2115| CX3171 AVERILL RM 1                         42.776 METERS 03437     |
 MA2115| MA2126 PLEASANTVILLE WATER TANK            APPROX.11.6 KM 1965333.9 |
 MA2115| CX3170 AVERILL AZ MK                                      2712132.2 |
 MA2115| CX3172 AVERILL RM 2                         44.086 METERS 30037     |
 MA2115|---------------------------------------------------------------------|
 MA2115
 MA2115                          SUPERSEDED SURVEY CONTROL
 MA2115
 MA2115  NAD 83(1996)-  41 41 22.83320(N)    079 31 54.76776(W) AD(       ) 1
 MA2115  NAD 83(1986)-  41 41 22.83494(N)    079 31 54.76714(W) AD(       ) 1
 MA2115  NAD 27      -  41 41 22.61836(N)    079 31 55.58166(W) AD(       ) 1
 MA2115
 MA2115.Superseded values are not recommended for survey control.
 MA2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2115.See file dsdata.txt to determine how the superseded data were derived.
 MA2115
 MA2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG2217716363(NAD 83)
 MA2115_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2115
 MA2115  HISTORY     - Date     Condition        Report By
 MA2115  HISTORY     - 1935     MONUMENTED       CGS
 MA2115  HISTORY     - 1966     SEE DESCRIPTION  USGS
 MA2115
 MA2115                          STATION DESCRIPTION
 MA2115
 MA2115'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 MA2115'THE STATION IS ABOUT 7.5 MILES BY ROAD NORTH BY EAST OF
 MA2115'PLEASANTVILLE, ON GOOD WILL HILL, AND 0.5 MILE EAST OF STATE
 MA2115'HIGHWAY 27.
 MA2115'
 MA2115'REACHED FROM PLEASANTVILLE AS FOLLOWS- GO NORTH BY EAST ON PAVED
 MA2115'STATE HIGHWAY 27 FOR 6.9 MILES TO A ROCK ROAD LEADING RIGHT (EAST)
 MA2115'(THIS IS OLD STATE HIGHWAY 27 AND THERE ARE TELEPHONE POLES ON EACH
 MA2115'SIDE OF THE ROAD), TURN RIGHT AND GO 0.6 MILE, OR ABOUT 50 METERS
 MA2115'BEYOND A CURVE TO THE LEFT AT A CROSSROADS, TO THE STATION ON THE
 MA2115'RIGHT.  THE MARK IS IN AN APPLE ORCHARD WITH SCATTERING FRIUT TREES,
 MA2115'45 METERS EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF AN OLD TWO-STORY
 MA2115'FRAME HOUSE, 65 METERS EAST OF THE CENTERLINE OF THE ROAD, AND
 MA2115'ABOUT 150 METERS NORTHEAST OF GOOD WILL HILL CHURCH.  IT
 MA2115'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 MA2115'
 MA2115'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 1-1/2 METERS SOUTH
 MA2115'OF A SMALL SHED, AND 5 METERS WEST OF AN APPLE TREE.
 MA2115'
 MA2115'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION AT THE
 MA2115'SOUTHEAST CORNER OF THE LARGE OLD HOUSE, 2 METERS SOUTH OF A CELLAR
 MA2115'DOOR, AND 4 METERS NORTHEAST OF A LARGE TREE.  IT IS 63.43 METERS
 MA2115'WEST OF REFERENCE MARK NO. 1.
 MA2115'
 MA2115'THE AZIMUTH MARK IS WEST OF THE STATION, 7 METERS EAST OF THE
 MA2115'CENTERLINE OF STATE HIGHWAY 27, AND 0.05 MILE NORTH OF
 MA2115'CROSSROADS.  IT PROJECTS ABOUT 4 INCHES ABOVE GROUND.  IT IS VISIBLE
 MA2115'FROM THE GROUND AT THE STATION.
 MA2115'
 MA2115'A 90-FOOT TOWER CLEARED ALL LINES.
 MA2115'
 MA2115'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE AS DESCRIBED IN
 MA2115'NOTES 1A, 7A AND 11A.
 MA2115'
 MA2115'NO OTHER OBJECTS VISIBLE FROM THE GROUND.
 MA2115
 MA2115                          STATION RECOVERY (1966)
 MA2115
 MA2115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MA2115'STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1742 ***********************************************************************
 LZ1742  DESIGNATION -  AVIS
 LZ1742  PID         -  LZ1742
 LZ1742  STATE/COUNTY-  PA/CLINTON
 LZ1742  USGS QUAD   -  JERSEY SHORE (1986)
 LZ1742
 LZ1742                         *CURRENT SURVEY CONTROL
 LZ1742  ___________________________________________________________________
 LZ1742* NAD 83(1992)-  41 13 45.70746(N)    077 22 01.03899(W)     ADJUSTED  
 LZ1742* NAVD 88     -       622.     (meters)    2041.     (feet)  VERTCON   
 LZ1742  ___________________________________________________________________
 LZ1742  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 LZ1742  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 LZ1742
 LZ1742  HORZ ORDER  -  FIRST
 LZ1742
 LZ1742.The horizontal coordinates were established by classical geodetic methods
 LZ1742.and adjusted by the National Geodetic Survey in June 2002..
 LZ1742
 LZ1742.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1742
 LZ1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1742
 LZ1742.The geoid height was determined by GEOID03.
 LZ1742
 LZ1742;                    North         East     Units Scale Factor Converg.
 LZ1742;SPC PA N     -   118,087.229   632,114.242   MT  0.99996220   +0 15 12.2
 LZ1742;SPC PA N     -   387,424.52  2,073,861.48   sFT  0.99996220   +0 15 12.2
 LZ1742;UTM  18      - 4,566,920.551   301,619.596   MT  1.00008437   -1 33 37.8
 LZ1742
 LZ1742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1742!SPC PA N     -   0.99990768  x   0.99996220  =   0.99986988
 LZ1742!UTM  18      -   0.99990768  x   1.00008437  =   0.99999204
 LZ1742
 LZ1742:                Primary Azimuth Mark                     Grid Az
 LZ1742:SPC PA N     -  BALD                                     092 56 29.0
 LZ1742:UTM  18      -  BALD                                     094 45 19.0
 LZ1742
 LZ1742|---------------------------------------------------------------------|
 LZ1742| PID    Reference Object                     Distance      Geod. Az  |
 LZ1742|                                                           dddmmss.s |
 LZ1742| LZ1989 BALD                                APPROX.34.9 KM 0931141.2 |
 LZ1742| CK6553 AVIS RM 1                            20.710 METERS 09851     |
 LZ1742| LZ1729 RAUCHTOWN LOOKOUT TOWER             APPROX.20.8 KM 1354911.4 |
 LZ1742| CK6554 AVIS RM 2                            17.368 METERS 17420     |
 LZ1742| LZ1743 AVIS CHARLES TV CABLE CO MAST         7.662 METERS 18056     |
 LZ1742| LZ1748 RIANSARES LOOKOUT TOWER             APPROX.19.8 KM 1830830.5 |
 LZ1742| LZ1740 AVIS RM 3                            27.315 METERS 23747     |
 LZ1742| LZ1759 ATT MICROWAVE TOWER N OF LOCK HAVEN APPROX. 6.3 KM 2380406.7 |
 LZ1742|---------------------------------------------------------------------|
 LZ1742
 LZ1742                          SUPERSEDED SURVEY CONTROL
 LZ1742
 LZ1742  NAD 83(1986)-  41 13 45.70418(N)    077 22 01.03658(W) AD(       ) 1
 LZ1742  NAD 27      -  41 13 45.44159(N)    077 22 02.11739(W) AD(       ) 1
 LZ1742  NGVD 29 (07/19/86)  622.     (m)         2041.     (f) VERT ANG       
 LZ1742
 LZ1742.Superseded values are not recommended for survey control.
 LZ1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1742.See file dsdata.txt to determine how the superseded data were derived.
 LZ1742
 LZ1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL0162066921(NAD 83)
 LZ1742_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1742
 LZ1742  HISTORY     - Date     Condition        Report By
 LZ1742  HISTORY     - 1958     MONUMENTED       CGS
 LZ1742  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LZ1742
 LZ1742                          STATION DESCRIPTION
 LZ1742
 LZ1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ1742'STATION IS LOCATED ABOUT 8.0 MILES NORTHEAST OF LOCK HAVEN, 4.5 MILES
 LZ1742'NORTHWEST OF AVIS, ON SUMMIT OF A LOCALLY PROMINENT AND
 LZ1742'TIMBERED HILL, JUST SOUTH OF THE CLINTON-LYCOMING COUNTY LINE, ON
 LZ1742'LAND PRESUMABLY OWNED BY THE STATE.
 LZ1742'
 LZ1742'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 44 AND U.S. HIGHWAY 220
 LZ1742'IN JERSEY SHORE, GO WESTERLY ON HIGHWAY 44 AND 220 FOR 2.2 MILES TO
 LZ1742'POINT WHERE HIGHWAY 44 TURNS RIGHT AT EAST END OF A CONCRETE BRIDGE.
 LZ1742'CONTINUE STRAIGHT AHEAD ON HIGHWAY 220 FOR 0.3 MILE TO
 LZ1742'CROSSROADS, TURN RIGHT AND GO NORTHERLY ON SURFACED ROAD FOR 1.2 MILE
 LZ1742'TO A SURFACE SIDE ROAD LEFT, CONTINUE STRAIGHT AHEAD ON MAIN
 LZ1742'TRAVELED ROAD FOR 1.05 MILE TO ROAD FORKS, TAKE LEFT FORK AND GO
 LZ1742'WESTERLY FOR 2.6 MILE TO A SIDE ROAD RIGHT BULL RUN ROAD, TURN
 LZ1742'RIGHT AND GO 2.3 MILES TO AN OAK TREE WITH A TRIANGLE BLAZE AND A
 LZ1742'DIM WOODS ROAD ON THE RIGHT, TURN RIGHT AND FOLLOW DIM WOODS ROAD FOR
 LZ1742'0.25 MILE TO HIGHEST POINT ON HILL AND STATION.
 LZ1742'
 LZ1742'STATION MARKS ARE STANDARD DISKS STAMPED AVIS 1958.  THE SURFACE DISK
 LZ1742'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 LZ1742'13 FEET NORTH-NORTHEAST OF A TRIANGLE BLAZE ON A 14 INCH PINE TREE,
 LZ1742'40 FEET WEST OF A TRIANGLE BLAZE ON A 14 INCH PINE TREE.  A
 LZ1742'STANDARD WITNESS POST WAS SET 3 FEET NORTH-NORTHWEST OF THE MARK.
 LZ1742'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32
 LZ1742'INCHES BELOW THE SURFACE OF THE GROUND.
 LZ1742'
 LZ1742'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED AVIS NO 1 1958, IS SET
 LZ1742'IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 12 FEET
 LZ1742'NORTH-NORTHEAST OF A TRIANGLE BLAZE ON A 8 INCH OAK TREE, 47 FEET
 LZ1742'SOUTH-SOUTHEAST OF A TRIANGLE BLAZE ON A 14 INCH PINE TREE.
 LZ1742'
 LZ1742'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED AVIS NO 2 1958, IS SET
 LZ1742'IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 47 FEET
 LZ1742'NORTH-NORTHEAST OF A TRIANGLE BLAZE ON A 8 INCH PINE TREE, 4. FEET
 LZ1742'SOUTH-SOUTHEAST OF A TRIANGLE BLAZE ON A 14 INCH PINE TREE.
 LZ1742'
 LZ1742'NO AZIMUTH MARK WAS SET.
 LZ1742
 LZ1742                          STATION RECOVERY (1969)
 LZ1742
 LZ1742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LZ1742'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 LZ1742'IN GOOD CONDITION.  A TV MAST HAS BEEN BUILT 25 FEET SOUTH OF THE
 LZ1742'STATION MARK.  REFERENCE MARK NO. 1 WAS HIT BY THE GRADING EQUIPMENT
 LZ1742'BUT THE MARK REMAINS SOLID.  A BUILDING WAS BUILT ON LINE TO
 LZ1742'REFERENCE MARK NO. 2.  REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS
 LZ1742'TIME AND THE STATION WAS OBSERVED FROM IT AND THE DISTANCE WAS
 LZ1742'TRAVERSED.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LZ1742'
 LZ1742'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF LOCK HAVEN, 4.5
 LZ1742'MILES NORTHWEST OF AVIS AND 25.18 FEET NORTH OF THE AVIS, CHARLES
 LZ1742'TV CABLE COMPANY MAST.
 LZ1742'
 LZ1742'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 220 AND
 LZ1742'STATE HIGHWAY 44, ABOUT 1 MILE NORTHEAST OF AVIS GO NORTH ON STATE
 LZ1742'HIGHWAY 44 FOR 0.1 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT AND
 LZ1742'GO NORTHWEST ON THE PAVED ROAD FOR 0.9 MILE TO A SIDE ROAD LEFT,
 LZ1742'CONTINUE NORTHWEST AND WEST ON THE PAVED ROAD FOR 3.55 MILES TO A
 LZ1742'SIDE ROAD RIGHT AT CREST OF HILL, TURN RIGHT AND GO NORTHWEST ON THE
 LZ1742'GRAVELED ROAD FOR 2.3 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 LZ1742'EAST ON THE TRACK ROAD FOR 0.25 MILES TO THE MAST AND THE STATION.
 LZ1742'
 LZ1742'THE STATION MARK IS 41 FEET WEST-SOUTHWEST OF A 12-INCH TRIANGULAR
 LZ1742'BLAZED PINE TREE, 11.5 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER
 LZ1742'OF BUILDING AND 3.1 FEET SOUTHEAST OF A WOODEN WITNESS POST.  THE
 LZ1742'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST SET
 LZ1742'FLUSH WITH THE GROUND AND IS STAMPED AVIS 1958.
 LZ1742'
 LZ1742'REFERENCE MARK NO. 1 IS 53.5 FEET EAST OF THE SOUTHEAST CORNER OF
 LZ1742'THE BUILDING AND 47 FEET SOUTHEAST OF THE 12-INCH TRIANGULAR BLAZED
 LZ1742'PINE TREE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 LZ1742'CONCRETE POST PROJECTING 12 INCHES AND IS STAMPED AVIS NO 1 1958.
 LZ1742'
 LZ1742'REFERENCE MARK NO. 2 IS 29 FEET SOUTH OF THE SOUTHWEST CORNER OF
 LZ1742'BUILDING AND 8.8 FEET EAST-SOUTHEAST OF A METAL WITNESS POST.  THE
 LZ1742'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 LZ1742'PROJECTING 3 INCHES AND IS STAMPED AVIS NO 2 1958.
 LZ1742'
 LZ1742'REFERENCE MARK NO. 3 IS 79 FEET WEST-SOUTHWEST OF THE NORTHWEST
 LZ1742'CORNER OF THE BUILDING, 18 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 LZ1742'TRACK ROAD AND 3.8 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.  THE
 LZ1742'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 LZ1742'PROJECTING 2 INCHES AND IS STAMPED AVIS 1958 NO 3 1968.
 LZ1742'
 LZ1742'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4.5 MILES NORTHWEST
 LZ1742'OF AVIS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1743 ***********************************************************************
 LZ1743  DESIGNATION -  AVIS CHARLES TV CABLE CO MAST
 LZ1743  PID         -  LZ1743
 LZ1743  STATE/COUNTY-  PA/CLINTON
 LZ1743  USGS QUAD   -  JERSEY SHORE (1986)
 LZ1743
 LZ1743                         *CURRENT SURVEY CONTROL
 LZ1743  ___________________________________________________________________
 LZ1743* NAD 83(1992)-  41 13 45.45911(N)    077 22 01.04433(W)     ADJUSTED  
 LZ1743* NAVD 88     -                                                        
 LZ1743  ___________________________________________________________________
 LZ1743  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 LZ1743  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 LZ1743
 LZ1743  HORZ ORDER  -  THIRD
 LZ1743
 LZ1743.The horizontal coordinates were established by classical geodetic methods
 LZ1743.and adjusted by the National Geodetic Survey in June 2002..
 LZ1743
 LZ1743
 LZ1743.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1743
 LZ1743.The geoid height was determined by GEOID03.
 LZ1743
 LZ1743;                    North         East     Units Scale Factor Converg.
 LZ1743;SPC PA N     -   118,079.568   632,114.151   MT  0.99996220   +0 15 12.2
 LZ1743;SPC PA N     -   387,399.38  2,073,861.18   sFT  0.99996220   +0 15 12.2
 LZ1743;UTM  18      - 4,566,912.895   301,619.263   MT  1.00008437   -1 33 37.8
 LZ1743
 LZ1743                          SUPERSEDED SURVEY CONTROL
 LZ1743
 LZ1743  NAD 83(1986)-  41 13 45.45584(N)    077 22 01.04210(W) AD(       ) 4
 LZ1743  NAD 27      -  41 13 45.19319(N)    077 22 02.12272(W) AD(       ) 3
 LZ1743
 LZ1743.Superseded values are not recommended for survey control.
 LZ1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1743.See file dsdata.txt to determine how the superseded data were derived.
 LZ1743
 LZ1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL0161966913(NAD 83)
 LZ1743
 LZ1743  HISTORY     - Date     Condition        Report By
 LZ1743  HISTORY     - 1969     MONUMENTED       CGS
 LZ1743
 LZ1743                          STATION DESCRIPTION
 LZ1743
 LZ1743'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LZ1743'THE STATION IS THE BOTTOM CENTER OF THE 270 FEET HIGH STRUCTUAL STEEL
 LZ1743'MAST PAINTED ALTERNATELY RED AND WHITE.
 LZ1743'
 LZ1743'THE AVIS, CHARLES TV CABLE COMPANY MAST IS LOCATED ABOUT 8 MILES
 LZ1743'NORTHEAST OF LOCK HAVEN AND 4.5 MILES NORTHWEST OF AVIS.  IT IS
 LZ1743'25.18 FEET OR 7.674 METERS SOUTH OF TRIANGULATION STATION AVIS 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1740 ***********************************************************************
 LZ1740  DESIGNATION -  AVIS RM 3
 LZ1740  PID         -  LZ1740
 LZ1740  STATE/COUNTY-  PA/CLINTON
 LZ1740  USGS QUAD   -  JERSEY SHORE (1986)
 LZ1740
 LZ1740                         *CURRENT SURVEY CONTROL
 LZ1740  ___________________________________________________________________
 LZ1740* NAD 83(1992)-  41 13 45.23549(N)    077 22 02.03132(W)     ADJUSTED  
 LZ1740* NAVD 88     -       622.0    (meters)    2041.     (feet)  VERTCON   
 LZ1740  ___________________________________________________________________
 LZ1740  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 LZ1740  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 LZ1740
 LZ1740  HORZ ORDER  -  THIRD
 LZ1740
 LZ1740.The horizontal coordinates were established by classical geodetic methods
 LZ1740.and adjusted by the National Geodetic Survey in June 2002..
 LZ1740
 LZ1740.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1740
 LZ1740.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1740
 LZ1740.The geoid height was determined by GEOID03.
 LZ1740
 LZ1740;                    North         East     Units Scale Factor Converg.
 LZ1740;SPC PA N     -   118,072.568   632,091.196   MT  0.99996221   +0 15 11.6
 LZ1740;SPC PA N     -   387,376.42  2,073,785.87   sFT  0.99996221   +0 15 11.6
 LZ1740;UTM  18      - 4,566,906.624   301,596.095   MT  1.00008448   -1 33 38.5
 LZ1740
 LZ1740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1740!SPC PA N     -   0.99990765  x   0.99996221  =   0.99986986
 LZ1740!UTM  18      -   0.99990765  x   1.00008448  =   0.99999212
 LZ1740
 LZ1740|---------------------------------------------------------------------|
 LZ1740| PID    Reference Object                     Distance      Geod. Az  |
 LZ1740|                                                           dddmmss.s |
 LZ1740| LZ1742 AVIS                                 27.315 METERS 05747     |
 LZ1740| LZ1743 AVIS CHARLES TV CABLE CO MAST        24.000 METERS 07318     |
 LZ1740| CK6554 AVIS RM 2                            24.986 METERS 09616     |
 LZ1740| LZ1762 SUGAR                               APPROX.13.6 KM 2275828.8 |
 LZ1740| LZ1759 ATT MICROWAVE TOWER N OF LOCK HAVEN APPROX. 6.3 KM 2380410.5 |
 LZ1740|---------------------------------------------------------------------|
 LZ1740
 LZ1740                          SUPERSEDED SURVEY CONTROL
 LZ1740
 LZ1740  NAD 83(1986)-  41 13 45.23202(N)    077 22 02.02930(W) AD(       ) 3
 LZ1740  NAD 27      -  41 13 44.96963(N)    077 22 03.10972(W) AD(       ) 3
 LZ1740  NGVD 29 (07/19/86)  622.2    (m)         2041.     (f) VERT ANG       
 LZ1740
 LZ1740.Superseded values are not recommended for survey control.
 LZ1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1740.See file dsdata.txt to determine how the superseded data were derived.
 LZ1740
 LZ1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL0159666907(NAD 83)
 LZ1740_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1740
 LZ1740  HISTORY     - Date     Condition        Report By
 LZ1740  HISTORY     - 1969     MONUMENTED       CGS
 LZ1740
 LZ1740                          STATION DESCRIPTION
 LZ1740
 LZ1740'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LZ1740'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF LOCK HAVEN, 4.5
 LZ1740'MILES NORTHWEST OF AVIS AND 78.78 FEET WEST-SOUTHWEST OF THE AVIS,
 LZ1740'CHARLES TV CABLE COMPANY, MAST.  THIS STATION WAS ESTABLISHED DUE TO
 LZ1740'AVIS 1958 BEING TOO CLOSE TO THE MAST TO BUILD A TOWER OVER.
 LZ1740'
 LZ1740'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 220 AND STATE
 LZ1740'HIGHWAY 44, ABOUT 1 MILE NORTHEAST OF AVIS, GO NORTH ON STATE
 LZ1740'HIGHWAY 44 FOR 0.1 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO
 LZ1740'NORTHWEST ON THE PAVED ROAD FOR 0.9 MILE TO A SIDE ROAD ON THE LEFT,
 LZ1740'CONTINUE NORTHWEST AND WEST ON THEPAVED ROAD FOR 3.55 MILES TO A SIDE
 LZ1740'ROAD RIGHT AT CREST OF HILL, TURN RIGHT AND GO NORTHWEST ON THE
 LZ1740'GRAVELED ROAD FOR 2.3 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 LZ1740'EAST ON THE TRACK ROAD FOR 0.25 MILE TO THE STATION ON THE RIGHT AND
 LZ1740'THE MAST ON THE LEFT.
 LZ1740'
 LZ1740'REFERENCE MARK NO. 3 IS 79 FEET WEST-SOUTHWEST OF THE NORTHWEST
 LZ1740'CORNER OF THE BUILDING, 18 FEET SOUTH OF THE APPROXIMATE CENTER OF
 LZ1740'THE TRACK ROAD AND 3.8 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 LZ1740'THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 LZ1740'POST PROJECTING 2 INCHES AND IS STAMPED AVIS 1958 NO 3 1968.  NOTE-
 LZ1740'AN UNDERGROUND MARK WAS SET 36 INCHES UNDERGROUND.
 LZ1740'
 LZ1740'AVIS 1958 IS 41 FEET WEST-SOUTHWEST OF A 12-INCH TRIANGULAR BLAZED
 LZ1740'PINE TREE, 11.5 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF
 LZ1740'BUILDING AND 3.1 FEET SOUTHEAST OF A WOODEN WITNESS POST.  THE MARK
 LZ1740'IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST SET
 LZ1740'FLUSH WITH THE GROUND AND IS STAMPED AVIS 1958.
 LZ1740'
 LZ1740'REFERENCE MARK NO. 2 IS 29 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 LZ1740'BUILDING AND 8.8 FEET EAST-SOUTHEAST OF A METAL WITNESS POST.
 LZ1740'THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 LZ1740'PROJECTING 3 INCHES AND IS STAMPED AVIS NO 2 1958.
 LZ1740'
 LZ1740'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3057 ***********************************************************************
 KW3057  DESIGNATION -  AVON
 KW3057  PID         -  KW3057
 KW3057  STATE/COUNTY-  PA/LEBANON
 KW3057  USGS QUAD   -  LEBANON (1995)
 KW3057
 KW3057                         *CURRENT SURVEY CONTROL
 KW3057  ___________________________________________________________________
 KW3057* NAD 83(1992)-  40 22 07.49932(N)    076 24 25.67501(W)     ADJUSTED  
 KW3057* NAVD 88     -       208.     (meters)     682.     (feet)  SCALED    
 KW3057  ___________________________________________________________________
 KW3057  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 KW3057  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 KW3057
 KW3057  HORZ ORDER  -  SECOND
 KW3057
 KW3057.The horizontal coordinates were established by classical geodetic methods
 KW3057.and adjusted by the National Geodetic Survey in June 2002..
 KW3057
 KW3057.The orthometric height was scaled from a topographic map.
 KW3057
 KW3057.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3057
 KW3057.The geoid height was determined by GEOID03.
 KW3057
 KW3057;                    North         East     Units Scale Factor Converg.
 KW3057;SPC PA S     -   115,834.374   714,044.569   MT  0.99996052   +0 52 16.5
 KW3057;SPC PA S     -   380,033.28  2,342,661.22   sFT  0.99996052   +0 52 16.5
 KW3057;UTM  18      - 4,469,636.424   380,534.269   MT  0.99977568   -0 54 41.4
 KW3057
 KW3057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3057!SPC PA S     -   0.99997284  x   0.99996052  =   0.99993336
 KW3057!UTM  18      -   0.99997284  x   0.99977568  =   0.99974853
 KW3057
 KW3057|---------------------------------------------------------------------|
 KW3057| PID    Reference Object                     Distance      Geod. Az  |
 KW3057|                                                           dddmmss.s |
 KW3057| CB2663 AVON RM 1                            56.314 METERS 10344     |
 KW3057| CB2664 AVON RM 2                            22.400 METERS 23429     |
 KW3057| CB2662 AVON AZ MK                                         2902541.4 |
 KW3057|---------------------------------------------------------------------|
 KW3057
 KW3057                          SUPERSEDED SURVEY CONTROL
 KW3057
 KW3057  NAD 83(1986)-  40 22 07.49175(N)    076 24 25.67921(W) AD(       ) 2
 KW3057  NAD 27      -  40 22 07.16400(N)    076 24 26.81910(W) AD(       ) 2
 KW3057
 KW3057.Superseded values are not recommended for survey control.
 KW3057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3057.See file dsdata.txt to determine how the superseded data were derived.
 KW3057
 KW3057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK8053469636(NAD 83)
 KW3057_MARKER: DS = TRIANGULATION STATION DISK
 KW3057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3057
 KW3057  HISTORY     - Date     Condition        Report By
 KW3057  HISTORY     - 1942     MONUMENTED       CGS
 KW3057  HISTORY     - 1977     GOOD             NGS
 KW3057  HISTORY     - 20040523 GOOD             GEOCAC
 KW3057
 KW3057                          STATION DESCRIPTION
 KW3057
 KW3057'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW3057'THE STATION IS LOCATED ABOUT 2.5 MILES NNE OF LEBANON, AND 5.3 MILES
 KW3057'W OF MYERSTOWN, ON PROPERTY OWNED AND OCCUPIED BY SIMON
 KW3057'H. BOLTZ. IT IS ABOUT 0.05 MILE NW OF THE HOME OF MR. BOLTZ, 19.5
 KW3057'FEET W OF FARM ROAD, 14 FEET NW OF A TRIANGULAR-BLAZED
 KW3057'10-INCH CHERRY TREE, AND 18 FEET SE OF A TRIANGULAR-BLAZED 24-INCH
 KW3057'OAK TREE IN THE E EDGE OF A SMALL PATCH OF WOODS SEPARATING
 KW3057'TWO CULTIVATED FIELDS. THE DISK IS STAMPED AVON 1942 AND PROJECTS 4
 KW3057'INCHES.
 KW3057'
 KW3057'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KW3057'BRONZE DISKS SET IN CONCRETE.
 KW3057'
 KW3057'REFERENCE MARK NO 1 IS SE OF THE STATION, 30 FEET N OF A LARGE BARN,
 KW3057'AND 2 FEET W OF DRIVEWAY TO BARN. THE DISK IS STAMPED AVON
 KW3057'NO 1 1942 AND PROJECTS 4 INCHES.
 KW3057'
 KW3057'REFERENCE MARK NO 2 IS W OF THE STATION, AT THE E END OF AN OLD BARN,
 KW3057'AND 30 FEET S OF AN OPEN FIELD. THE DISK IS STAMPED AVON NO 2
 KW3057'1942 AND PROJECTS 8 INCHES.
 KW3057'
 KW3057'THE AZIMUTH MARK IS ABOUT 0.4 MILE N OF THE STATION, SET IN THE N
 KW3057'EDGE OF A WHEAT FIELD, 20 FEET S OF THE CENTER OF STATE
 KW3057'HIGHWAY 343, AND 5 FEET S OF A TELEPHONE POLE. THE DISK IS STAMPED
 KW3057'AVON 1942 AND PROJECTS 3 INCHES. TO REACH FROM THE STATION
 KW3057'GO BACK TO DRIVEWAY LEADING UP TO THE BOLTZ HOME, TURN RIGHT AND GO
 KW3057'0.15 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.5 MILE
 KW3057'TO A T-INTERSECTION, TURN RIGHT ON STATE HIGHWAY 343 AND GO 0.05 MILE
 KW3057'TO THE TOP OF THE HILL AND MARK ON THE RIGHT.
 KW3057'
 KW3057'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 422 AND STATE
 KW3057'HIGHWAY 72 IN LEBANON AT THE LEBANON NATIONAL BANK GO E ON U.S.
 KW3057'HIGHWAY 422 FOR 0.2 MILE TO SEVENTH STREET, TURN LEFT AND GO N ON
 KW3057'SEVENTH STREET FOR 0.75 MILE TO THE JUNCTION OF STATE HIGHWAY
 KW3057'343, CONTINUE N ON STATE HIGHWAY 343 FOR 1.2 MILES TO CROSSROADS,
 KW3057'TURN RIGHT AND GO E FOR 0.7 MILE TO THE DRIVEWAY TO THE HOME
 KW3057'OF SIMON BOLTZ ON THE LEFT, TURN LEFT INTO THE DRIVEWAY AND GO 0.05
 KW3057'MILE TO THE BARNYARD, CONTINUE ON THROUGH THE BARNYARD 0.05 MILE
 KW3057'TO A PATCH OF TREES ON THE LEFT AND STATION.
 KW3057'
 KW3057'A 90-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 KW3057
 KW3057                          STATION RECOVERY (1977)
 KW3057
 KW3057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KW3057'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 KW3057'CONDITION.  A NEW HOUSE HAS NOW NEARLY COMPLETED CONSTRUCTION NEAR
 KW3057'THE STATION.  NONE OF THE MARKS WERE DISTURBED BY THE CONSTRUCTION.
 KW3057'A SHORTER HORIZONTAL DISTANCE OF 0.16 FOOT WAS NOTED TO REFERENCE
 KW3057'MARK ONE.  IT IS BELIEVED THE PREVIOUS DISTANCE WAS A SLOPE
 KW3057'MEASUREMENT.  THE AZIMUTH MARK IS PRESENTLY OBSTRUCTED BY SEVERAL
 KW3057'NEW HOUSES.
 KW3057'
 KW3057'A COMPLETE NEW DESCRIPTION FOLLOWS.
 KW3057'
 KW3057'THE STATION IS LOCATED 5-1/4 MILES WEST OF MYERSTOWN, 2-1/2 MILES
 KW3057'NORTH-NORTHEAST OF LEBANON AND ON PROPERTY OWNED BY MR. LLOYD KAPP,
 KW3057'PATMAR DRIVE, LEBANON, PENNSYLVANIA.
 KW3057'
 KW3057'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 22 AND STATE HIGHWAY
 KW3057'343 WHICH IS 8 MILES NORTH OF LEBANON, GO SOUTH ON STATE HIGHWAY 343
 KW3057'FOR 5 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON
 KW3057'STATE HIGHWAY 343 FOR 0.35 MILE TO A CROSSROADS.  TURN LEFT AND GO
 KW3057'EAST ON KIMBERLING ROAD FOR 0.45 MILE TO A CROSSROADS.  TURN LEFT
 KW3057'AND GO NORTH ON EIGHTH STREET FOR 0.05 MILE TO A SIDE ROAD RIGHT.
 KW3057'TURN RIGHT AND GO EAST ON PATMAR DRIVE FOR 0.2 MILE TO MR. KAPPS
 KW3057'HOME ON THE LEFT AND THE STATION ON THE LEFT.
 KW3057'
 KW3057'THE STATION MARK IS A STANDARD DISK STAMPED AVON 1942, SET IN THE
 KW3057'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KW3057'SURFACE.  IT IS 95 FEET NORTH OF THE CENTER OF PATMAR DRIVE, 26.5
 KW3057'FEET NORTHWEST OF THE CENTER OF A DOUBLE TRUNKED 36-INCH OAK TREE,
 KW3057'22.2 FEET SOUTHWEST OF THE SOUTH ENTRANCE TO MR. KAPPS HOME, 21.5
 KW3057'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE GARAGE, 11.5 FEET SOUTH
 KW3057'OF THE EAST EDGE OF MR. KAPPS GARAGE DOOR.
 KW3057'
 KW3057'REFERENCE MARK ONE IS A STANDARD DISK STAMPED AVON NO 1 1942 SET IN
 KW3057'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS 6-INCHES
 KW3057'BELOW THE SURFACE.  IT IS 121 FEET SOUTHEAST OF THE SOUTH ENTRANCE
 KW3057'TO MR. KAPPS HOME, 66 FEET SOUTH OF THE CENTER OF PATMAR
 KW3057'DRIVE, AND 30 FEET NORTHEAST OF THE NORTHWEST CORNER OF A BARN
 KW3057'FOUNDATION.
 KW3057'
 KW3057'REFERENCE MARK 2 IS A STANDARD DISK STAMPED AVON NO 2 1942 SET IN THE
 KW3057'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.
 KW3057'IT IS 109 FEET NORTH OF THE CENTER OF PATMAR DRIVE, 54 FEET WEST OF
 KW3057'SOUTHWEST CORNER OF MR. KAPPS HOUSE, AND 3 FEET EAST OF EAST SIDE
 KW3057'OF A ONE-STORY HOUSE WHICH IS FIRST HOUSE TO THE WEST.
 KW3057'
 KW3057'THE AZIMUTH MARK IS A STANDARD DISK STAMPED AVON 1942 SET IN THE TOP
 KW3057'OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.  IT
 KW3057'IS 71.5 FEET WEST OF THE SOUTHWEST CORNER OF MR. ARTZS HOUSE, 61
 KW3057'FEET NORTH OF THE CENTER OF A DRIVE LEADING TO MR. ADAM ARTZS
 KW3057'HOME, 24 FEET EAST OF THE CENTER OF STATE HIGHWAY 343, AND 3.5
 KW3057'FEET EAST OF A POWERLINE POLE NUMBERED 715-19.
 KW3057'
 KW3057'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 KW3057'NORTH-NORTHEAST OF LEBANON.
 KW3057
 KW3057                          STATION RECOVERY (2004)
 KW3057
 KW3057'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW3057'STATION MARK IS LOCATED IN THE DRIVEWAY OF 831 PATMAR DRIVE, AND IS
 KW3057'BELOW THE SURFACE OF THE DRIVEWAY, COVERED WITH TWO LAYERS OF BRICKS.
 KW3057'REFERENCE MARK ONE IS AS DESCRIBED, BUT AT GROUND LEVEL. REFERENCE
 KW3057'MARK TWO IS AS DESCRIBED. AZIMUTH MARK LOCATED AS
 KW3057'DESCRIBED--ADDITIONAL DESCRIPTION, T-INTERSECTION IN 1942 DESCRIPTION
 KW3057'IS THE INTERSECTION OF RT 343 AND 8TH AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA5448 ***********************************************************************
 AA5448  CBN         -  This is a Cooperative Base Network Control Station.
 AA5448  PACS        -  This is a Primary Airport Control Station.
 AA5448  DESIGNATION -  AVP ARP 1962
 AA5448  PID         -  AA5448
 AA5448  STATE/COUNTY-  PA/LUZERNE
 AA5448  USGS QUAD   -  AVOCA (1994)
 AA5448
 AA5448                         *CURRENT SURVEY CONTROL
 AA5448  ___________________________________________________________________
 AA5448* NAD 83(1992)-  41 20 17.76246(N)    075 43 27.28603(W)     ADJUSTED  
 AA5448* NAVD 88     -       284.53   (meters)     933.5    (feet)  GPS OBS   
 AA5448  ___________________________________________________________________
 AA5448  X           -   1,182,653.128 (meters)                     COMP
 AA5448  Y           -  -4,647,949.965 (meters)                     COMP
 AA5448  Z           -   4,190,869.557 (meters)                     COMP
 AA5448  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 AA5448  ELLIP HEIGHT-         252.97  (meters)          (03/28/01) GPS OBS
 AA5448  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 AA5448
 AA5448  HORZ ORDER  -  B
 AA5448  ELLP ORDER  -  THIRD     CLASS II
 AA5448
 AA5448.This mark is at Wilkes-Barre/scranton Intl Airport (AVP)
 AA5448
 AA5448.The horizontal coordinates were established by GPS observations
 AA5448.and adjusted by the National Geodetic Survey in May 1995..
 AA5448
 AA5448.The orthometric height was determined by GPS observations and a
 AA5448.high-resolution geoid model.
 AA5448
 AA5448.GPS derived orthometric heights for airport stations designated as
 AA5448.PACS or SACS are published to 2 decimal places.  This maintains
 AA5448.centimeter relative accuracy between the PACS and SACS.  It does
 AA5448.not indicate centimeter accuracy relative to other marks which are
 AA5448.part of the NAVD 88 network.
 AA5448
 AA5448.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5448
 AA5448.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5448
 AA5448.The ellipsoidal height was determined by GPS observations
 AA5448.and is referenced to NAD 83.
 AA5448
 AA5448.The geoid height was determined by GEOID03.
 AA5448
 AA5448;                    North         East     Units Scale Factor Converg.
 AA5448;SPC PA N     -   132,093.374   769,540.215   MT  0.99995779   +1 20 24.4
 AA5448;SPC PA N     -   433,376.34  2,524,733.19   sFT  0.99995779   +1 20 24.4
 AA5448;UTM  18      - 4,576,562.028   439,402.054   MT  0.99964519   -0 28 42.2
 AA5448
 AA5448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5448!SPC PA N     -   0.99996032  x   0.99995779  =   0.99991811
 AA5448!UTM  18      -   0.99996032  x   0.99964519  =   0.99960553
 AA5448
 AA5448                          SUPERSEDED SURVEY CONTROL
 AA5448
 AA5448  ELLIP H (05/23/95)  252.91   (m)                       GP(       ) 3 1
 AA5448  NGVD 29 (05/23/95)  284.70   (m)          934.1    (f) LEVELING    3  
 AA5448
 AA5448.Superseded values are not recommended for survey control.
 AA5448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5448.See file dsdata.txt to determine how the superseded data were derived.
 AA5448
 AA5448_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL3940276562(NAD 83)
 AA5448_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA5448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5448_STAMPING: ARP 1962
 AA5448_MARK LOGO: CGS   
 AA5448_PROJECTION: FLUSH
 AA5448_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5448+STABILITY: SURFACE MOTION
 AA5448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5448+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 AA5448
 AA5448  HISTORY     - Date     Condition        Report By
 AA5448  HISTORY     - 1962     MONUMENTED       CGS
 AA5448  HISTORY     - 19910831 GOOD             NGS
 AA5448  HISTORY     - 20000423 GOOD             PADT
 AA5448  HISTORY     - 20021024 GOOD             PADT
 AA5448
 AA5448                          STATION DESCRIPTION
 AA5448
 AA5448'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (FBM)
 AA5448'STATION IS LOCATED AT THE WILKES-BARRE/SCRANTON INTERNATIONAL AIRPORT
 AA5448'WHICH IS ABOUT 8.0 MI (12.9 KM) NNE OF WILKES-BARRE, 6.0 MI (9.7 KM)
 AA5448'SSW OF SCRANTON AND 1.0 MI (1.6 KM) E OF INTERSTATE HIGHWAY 81.
 AA5448'STATION IS LOCATED MIDFIELD IN THE GRASS MEDIAN BETWEEN RUNWAY 4-22
 AA5448'AND THE TAXIWAY RUNNING PARALLEL TO THE RUNWAY.
 AA5448' 
 AA5448'TO REACH STATION FROM THE SOUTH SIDE OF THE TERMINAL BUILDING GO
 AA5448'SOUTHERLY ACROSS THE RAMP FOR 0.1 MI (0.2 KM) TO A TAXIWAY RUNNING
 AA5448'PARALLEL TO RUNWAY 4-22.  GO EASTERLY ON THE TAXIWASY FOR 0.2 MI (0.3
 AA5448'KM) TO THE STATION ON THE RIGHT IN THE GRASS MEDIAN BETWEEN THE
 AA5448'PARALLEL TAXIWAY AND RUNWAY.
 AA5448' 
 AA5448'IT IS 180.3 FT (55.0 M) NE OF A TAXIWAY LIGHT (SHOWS BLUE) MARKED
 AA5448'T-5-11, 162.4 FT (49.5 M) SE OF TAXIWAY LIGHT MARKED T-5-12, 150.2 FT
 AA5448'(45.8 M) EAST OF THE EAST EDGE OF THE TAXIWAY AND 125.2 FT (38.2 M)
 AA5448'WEST OF THE WEST EDGE OF RUNWAY 4-22.
 AA5448' 
 AA5448'ACCESS TO THE AIRPORT IS CONTROLLED. CONTACT AIRPORT AUTHORITIES PRIOR
 AA5448'TO OBSERVATIONS.  AIRPORT PHONE NUMBER IS 717-346-0672 OR
 AA5448'717-824-1879.
 AA5448
 AA5448                          STATION RECOVERY (1991)
 AA5448
 AA5448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AA5448'THE STATION IS LOCATED IN THE CENTRAL PART OF THE AIRPORT IN THE GRASS
 AA5448'AREA BETWEEN RUNWAY 4-22 AND THE PARALLEL TAXIWAY.  IT IS 180.3 FT
 AA5448'(55.0 M) NORTHEAST OF TAXIWAY LIGHT NO T-5-11, 162.4 FT (49.5 M)
 AA5448'SOUTHEAST OF TAXIWAY LIGHT NO T-5-12, AND 150.2 FT (45.8 M) EAST OF
 AA5448'THE EAST EDGE OF THE TAXIWAY.  IT IS 169.9 FT (51.8 M) NORTHWEST OF
 AA5448'RUNWAY LIGHT NO R-1-80, 135.6 FT (41.3 M) SOUTHWEST OF RUNWAY LIGHT NO
 AA5448'R-1-79 (THE THIRD LIGHT SOUTH OF AN EAST-WEST TAXIWAY) AND 125.2 FT
 AA5448'(38.2 M) WEST OF THE WEST EDGE OF RUNWAY 4-22.  IT IS A CGS
 AA5448'TOPOGRAPHIC DISK STAMPED---ARP 1962---, AND SET IN THE TOP OF A
 AA5448'CONCRETE POST FLUSH WITH THE GROUND.
 AA5448
 AA5448                          STATION RECOVERY (2000)
 AA5448
 AA5448'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (MM)
 AA5448'AREA CODE FOR PHONE NUMBERS IS NOW 570 INSTEAD OF 717.
 AA5448'
 AA5448
 AA5448                          STATION RECOVERY (2002)
 AA5448
 AA5448'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (CIH)
 AA5448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA5449 ***********************************************************************
 AA5449  SACS        -  This is a Secondary Airport Control Station.
 AA5449  DESIGNATION -  AVP C 1979
 AA5449  PID         -  AA5449
 AA5449  STATE/COUNTY-  PA/LUZERNE
 AA5449  USGS QUAD   -  AVOCA (1994)
 AA5449
 AA5449                         *CURRENT SURVEY CONTROL
 AA5449  ___________________________________________________________________
 AA5449* NAD 83(1992)-  41 19 56.56752(N)    075 43 46.52271(W)     ADJUSTED  
 AA5449* NAVD 88     -       289.45   (+/-2cm)     949.6    (feet)  VERTCON   
 AA5449  ___________________________________________________________________
 AA5449  X           -   1,182,327.019 (meters)                     COMP
 AA5449  Y           -  -4,648,482.397 (meters)                     COMP
 AA5449  Z           -   4,190,381.853 (meters)                     COMP
 AA5449  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 AA5449  ELLIP HEIGHT-         257.93  (meters)          (08/09/01) GPS OBS
 AA5449  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 AA5449
 AA5449  HORZ ORDER  -  FIRST
 AA5449  VERT ORDER  -  THIRD ? (See Below)
 AA5449  ELLP ORDER  -  FOURTH    CLASS II
 AA5449
 AA5449.This mark is at Wilkes-Barre/scranton Intl Airport (AVP)
 AA5449
 AA5449.The horizontal coordinates were established by GPS observations
 AA5449.and adjusted by the National Geodetic Survey in May 1995..
 AA5449
 AA5449.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA5449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA5449
 AA5449.GPS derived orthometric heights for airport stations designated as
 AA5449.PACS or SACS are published to 2 decimal places.  This maintains
 AA5449.centimeter relative accuracy between the PACS and SACS.  It does
 AA5449.not indicate centimeter accuracy relative to other marks which are
 AA5449.part of the NAVD 88 network.
 AA5449.The vertical order pertains to the NGVD 29 superseded value.
 AA5449
 AA5449.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5449
 AA5449.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5449
 AA5449.The ellipsoidal height was determined by GPS observations
 AA5449.and is referenced to NAD 83.
 AA5449
 AA5449.The geoid height was determined by GEOID03.
 AA5449
 AA5449;                    North         East     Units Scale Factor Converg.
 AA5449;SPC PA N     -   131,429.267   769,108.335   MT  0.99995794   +1 20 11.7
 AA5449;SPC PA N     -   431,197.52  2,523,316.26   sFT  0.99995794   +1 20 11.7
 AA5449;UTM  18      - 4,575,912.164   438,949.459   MT  0.99964587   -0 28 54.7
 AA5449
 AA5449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5449!SPC PA N     -   0.99995954  x   0.99995794  =   0.99991749
 AA5449!UTM  18      -   0.99995954  x   0.99964587  =   0.99960543
 AA5449
 AA5449                          SUPERSEDED SURVEY CONTROL
 AA5449
 AA5449  ELLIP H (05/23/95)  257.86   (m)                       GP(       ) 3 1
 AA5449  NGVD 29 (05/23/95)  289.64   (m)          950.3    (f) LEVELING    3  
 AA5449
 AA5449.Superseded values are not recommended for survey control.
 AA5449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5449.See file dsdata.txt to determine how the superseded data were derived.
 AA5449
 AA5449_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL3894975912(NAD 83)
 AA5449_MARKER: DS = TRIANGULATION STATION DISK
 AA5449_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA5449_SP_SET: IN STORM DRAIN
 AA5449_STAMPING: AVP C 1979
 AA5449_MARK LOGO: NOS   
 AA5449_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5449+STABILITY: SURFACE MOTION
 AA5449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5449+SATELLITE: SATELLITE OBSERVATIONS - 1979
 AA5449
 AA5449  HISTORY     - Date     Condition        Report By
 AA5449  HISTORY     - 1979     MONUMENTED       NOS
 AA5449  HISTORY     - 19910831 GOOD             NGS
 AA5449
 AA5449                          STATION DESCRIPTION
 AA5449
 AA5449'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (DAH)
 AA5449'STATION IS LOCATED AT THE WILKES-BARRE/SCRANTON INTERNATIONAL AIRPORT
 AA5449'WHICH IS ABOUT 8.0 MI (12.9 KM) NNE OF WILKES-BARRE, 6.0 MI (9.7 KM)
 AA5449'SSW OF SCRANTON AND 1.0 MI (1.6 KM) E OF INTERSTATE HIGHWAY 81.
 AA5449'STATION IS LOCATED AT THE SOUTH END OF THE AIRPORT IN A STORM DRAIN
 AA5449'LOCATED IN THE GRASS MEDIAN BETWEEN RUNWAY 4-22 AND THE TAXIWAY
 AA5449'RUNNING PARALLEL TO THE RUNWAY.
 AA5449' 
 AA5449'TO REACH FROM THE SOUTH SIDE OF THE TERMINAL BUILDING PROCEED
 AA5449'SOUTHERLY ACROSS THE RAMP TO A TAXIWAY RUNNING PARALLEL TO RUNWAY
 AA5449'4-22.  GO WESTERLY ON TAXIWAY FOR 0.25 MI (0.40 KM) TO THE STATION ON
 AA5449'THE LEFT IN THE GRASSS MEDIAN BETWEEN THE TAXIWAY AND RUNWAY.
 AA5449' 
 AA5449'IT IS LOCATED 200.5 FT (61.1 M) W OF THE W EDGE OF RUNWAY 4-22, 98.2
 AA5449'FT (29.9 M) NE OF A LIGHTED TAXIWAY SIGN AND 66.6 FT (20.3 M) E OF THE
 AA5449'EAST EDGE OF THE TAXIWAY RUNNING PARALLEL TO THE RUNWAY.
 AA5449' 
 AA5449'STATION IS A NOS DISK SET IN A DRILL HOLE IN THE SW CORNER OF A
 AA5449'CONCRETE WALL OF A STORM DRAIN.  THE TOP OF THE DRAIN IS ABOUT ONE
 AA5449'FOOT BELOW THE SURFACE OF THE GROUND.
 AA5449
 AA5449                          STATION RECOVERY (1991)
 AA5449
 AA5449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AA5449'THE STATION IS LOCATED IN THE SOUTH PART OF THE AIRPORT IN A STORM
 AA5449'DRAIN IN THE GRASS AREA BETWEEN RUNWAY 4 AND THE PARALLEL TAXIWAY. IT
 AA5449'IS 251.7 FT (76.7 M) NORTH OF THE INTERSECTION OF THE TAXIWAY
 AA5449'CENTERLINE STRIPE AND THE HOLD BAR, 200.5 FT (61.1 M) WEST OF THE WEST
 AA5449'EDGE OF THE RUNWAY, 98.2 FT (29.9 M) NORTHEAST OF A LIGHTED TAXIWAY
 AA5449'SIGN (B) , AND 66.6 FT (20.3 M) EAST OF THE EAST EDGE OF THE PARALLEL
 AA5449'TAXIWAY.  IT IS AN NOS DISK STAMPED---AVP C 1979---, AT THE SOUTHWEST
 AA5449'CORNER OF A 3 FT (0.9 M) BY 3 FT (0.9 M) METAL GRATING FOR A STORM
 AA5449'DRAIN.  THE DISK IS SET IN A DRILL HOLE IN THE TOP OF THE CONCRETE
 AA5449'WALL OF THE DRAIN AND IS 0.4 FT (0.1 M) BELOW THE METAL GRATING AND
 AA5449'ABOUT ONE FOOT BELOW THE SURROUNDING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA5450 ***********************************************************************
 AA5450  SACS        -  This is a Secondary Airport Control Station.
 AA5450  DESIGNATION -  AVP D 1993
 AA5450  PID         -  AA5450
 AA5450  STATE/COUNTY-  PA/LUZERNE
 AA5450  USGS QUAD   -  AVOCA (1994)
 AA5450
 AA5450                         *CURRENT SURVEY CONTROL
 AA5450  ___________________________________________________________________
 AA5450* NAD 83(1992)-  41 20 33.67517(N)    075 43 14.91468(W)     ADJUSTED  
 AA5450* NAVD 88     -       279.93   (+/-2cm)     918.4    (feet)  VERTCON   
 AA5450  ___________________________________________________________________
 AA5450  X           -   1,182,851.069 (meters)                     COMP
 AA5450  Y           -  -4,647,561.428 (meters)                     COMP
 AA5450  Z           -   4,191,235.113 (meters)                     COMP
 AA5450  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 AA5450  ELLIP HEIGHT-         248.38  (meters)          (08/09/01) GPS OBS
 AA5450  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 AA5450
 AA5450  HORZ ORDER  -  FIRST
 AA5450  VERT ORDER  -  THIRD ? (See Below)
 AA5450  ELLP ORDER  -  FOURTH    CLASS II
 AA5450
 AA5450.This mark is at Wilkes-Barre/scranton Intl Airport (AVP)
 AA5450
 AA5450.The horizontal coordinates were established by GPS observations
 AA5450.and adjusted by the National Geodetic Survey in May 1995..
 AA5450
 AA5450.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA5450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA5450
 AA5450.GPS derived orthometric heights for airport stations designated as
 AA5450.PACS or SACS are published to 2 decimal places.  This maintains
 AA5450.centimeter relative accuracy between the PACS and SACS.  It does
 AA5450.not indicate centimeter accuracy relative to other marks which are
 AA5450.part of the NAVD 88 network.
 AA5450.The vertical order pertains to the NGVD 29 superseded value.
 AA5450
 AA5450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5450
 AA5450.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5450
 AA5450.The ellipsoidal height was determined by GPS observations
 AA5450.and is referenced to NAD 83.
 AA5450
 AA5450.The geoid height was determined by GEOID03.
 AA5450
 AA5450;                    North         East     Units Scale Factor Converg.
 AA5450;SPC PA N     -   132,590.861   769,816.270   MT  0.99995769   +1 20 32.6
 AA5450;SPC PA N     -   435,008.52  2,525,638.88   sFT  0.99995769   +1 20 32.6
 AA5450;UTM  18      - 4,577,050.351   439,693.666   MT  0.99964476   -0 28 34.2
 AA5450
 AA5450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5450!SPC PA N     -   0.99996104  x   0.99995769  =   0.99991873
 AA5450!UTM  18      -   0.99996104  x   0.99964476  =   0.99960582
 AA5450
 AA5450                          SUPERSEDED SURVEY CONTROL
 AA5450
 AA5450  ELLIP H (05/23/95)  248.32   (m)                       GP(       ) 3 1
 AA5450  NGVD 29 (05/23/95)  280.12   (m)          919.0    (f) LEVELING    3  
 AA5450
 AA5450.Superseded values are not recommended for survey control.
 AA5450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5450.See file dsdata.txt to determine how the superseded data were derived.
 AA5450
 AA5450_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL3969477050(NAD 83)
 AA5450_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA5450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5450_STAMPING: AVP D 1993
 AA5450_MARK LOGO: NOS   
 AA5450_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5450+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5450
 AA5450  HISTORY     - Date     Condition        Report By
 AA5450  HISTORY     - 1993     MONUMENTED       NOS
 AA5450
 AA5450                          STATION DESCRIPTION
 AA5450
 AA5450'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (DMM)
 AA5450'STATION IS LOCATED AT THE WILKES-BARRE/SCRANTON INTERNATIONAL AIRPORT
 AA5450'WHICH IS ABOUT 8.0 MI (12.9 KM) NNE OF WILKES-BARRE, 6.0 MI (9.7 KM)
 AA5450'SSW OF SCRANTON AND 1.0 MI (1.6 KM) E OF INTERSTATE HIGHWAY 81.
 AA5450'STATION IS LOCATED IN THE NORTH PART OF THE FIELD IN THE GRASS MEDIAN
 AA5450'BETWEEN RUNWAY 4-22 AND THE TAXIWAY RUNNING PARALLEL TO THE RUNWAY.
 AA5450' 
 AA5450'TO REACH STATION FROM THE SOUTH SIDE OF THE TERMINAL BUILDING GO
 AA5450'SOUTHERLY ACROSS THE RAMP FOR 0.1 MI (0.2 KM) TO A TAXIWAY RUNNING
 AA5450'PARALLEL TO RUNWAY 4-22.  GO EASTERLY ON THE TAXIWAY FOR 0.4 MI (0.6
 AA5450'KM) TO THE INTERSECTION OF TAXIWAY AND RUNWAY 10-28.  CROSS RUNWAY
 AA5450'10-28 AND CONTINUE EASTERLY ON TAXIWAY FOR 0.2 MI (0.3 KM) TO THE
 AA5450'STATION ON THE RIGHT IN THE GRASS MEDIAN BETWEEN THE RUNWAY AND
 AA5450'TAXIWAY.
 AA5450' 
 AA5450'IT IS 176.2 FT (53.7 M) WNW OF THE EAST EDGE OF RUNWAY 4-22, 152.2 FT
 AA5450'(46.4 M) SSW OF TAXIWAY LIGHT (SHOWS BLUE) LABELED T-7-32, 74.2 FT
 AA5450'(22.6 M) ESE OF THE WEST EDGE OF THE PARALLEL TAXIWAY AND 72.8 FT
 AA5450'(22.2 M) E OF TAXIWAY LIGHT T-7-33.
 AA5450' 
 AA5450'ACCESS TO THE AIRPORT IS CONTROLLED. CONTACT AIRPORT AUTHORITIES PRIOR
 AA5450'TO OBSERVATIONS.  AIRPORT PHONE NUMBER IS 717-346-0672 OR
 AA5450'717-824-1879.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1911 ***********************************************************************
 LZ1911  DESIGNATION -  AZIMUTH MARK D F USAF 1968
 LZ1911  PID         -  LZ1911
 LZ1911  STATE/COUNTY-  PA/SULLIVAN
 LZ1911  USGS QUAD   -  RED ROCK (1995)
 LZ1911
 LZ1911                         *CURRENT SURVEY CONTROL
 LZ1911  ___________________________________________________________________
 LZ1911* NAD 83(1992)-  41 21 32.97281(N)    076 17 53.04495(W)     ADJUSTED  
 LZ1911* NAVD 88     -       716.     (meters)    2349.     (feet)  SCALED    
 LZ1911  ___________________________________________________________________
 LZ1911  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 LZ1911  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 LZ1911
 LZ1911  HORZ ORDER  -  SECOND
 LZ1911
 LZ1911.The horizontal coordinates were established by classical geodetic methods
 LZ1911.and adjusted by the National Geodetic Survey in June 2002..
 LZ1911
 LZ1911.The orthometric height was scaled from a topographic map.
 LZ1911
 LZ1911.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1911
 LZ1911.The geoid height was determined by GEOID03.
 LZ1911
 LZ1911;                    North         East     Units Scale Factor Converg.
 LZ1911;SPC PA N     -   133,449.004   721,482.173   MT  0.99995735   +0 57 37.8
 LZ1911;SPC PA N     -   437,823.94  2,367,062.76   sFT  0.99995735   +0 57 37.8
 LZ1911;UTM  18      - 4,579,441.158   391,424.049   MT  0.99974508   -0 51 28.1
 LZ1911
 LZ1911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1911!SPC PA N     -   0.99989269  x   0.99995735  =   0.99985005
 LZ1911!UTM  18      -   0.99989269  x   0.99974508  =   0.99963780
 LZ1911
 LZ1911                          SUPERSEDED SURVEY CONTROL
 LZ1911
 LZ1911  NAD 83(1986)-  41 21 32.97186(N)    076 17 53.04526(W) AD(       ) 2
 LZ1911  NAD 27      -  41 21 32.68756(N)    076 17 54.27932(W) AD(       ) 2
 LZ1911
 LZ1911.Superseded values are not recommended for survey control.
 LZ1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1911.See file dsdata.txt to determine how the superseded data were derived.
 LZ1911
 LZ1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL9142479441(NAD 83)
 LZ1911
 LZ1911  HISTORY     - Date     Condition        Report By
 LZ1911  HISTORY     - 1968     MONUMENTED       USGS
 LZ1911
 LZ1911                          STATION DESCRIPTION
 LZ1911
 LZ1911'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 LZ1911'SEE STATION JEAN ET USGS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0717 ***********************************************************************
 JU0717  DESIGNATION -  B 1 1924
 JU0717  PID         -  JU0717
 JU0717  STATE/COUNTY-  PA/PHILADELPHIA
 JU0717  USGS QUAD   -  CAMDEN (1995)
 JU0717
 JU0717                         *CURRENT SURVEY CONTROL
 JU0717  ___________________________________________________________________
 JU0717* NAD 83(1986)-  39 58 40.     (N)    075 06 46.     (W)     SCALED    
 JU0717* NAVD 88     -         4.024  (meters)      13.20   (feet)  ADJUSTED  
 JU0717  ___________________________________________________________________
 JU0717  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU0717  DYNAMIC HT  -           4.022 (meters)      13.20  (feet)  COMP
 JU0717  MODELED GRAV-     980,183.2   (mgal)                       NAVD 88
 JU0717
 JU0717  VERT ORDER  -  FIRST     CLASS I
 JU0717
 JU0717.The horizontal coordinates were scaled from a topographic map and have
 JU0717.an estimated accuracy of +/- 6 seconds.
 JU0717
 JU0717.The orthometric height was determined by differential leveling
 JU0717.and adjusted by the National Geodetic Survey in June 1991..
 JU0717
 JU0717.The geoid height was determined by GEOID03.
 JU0717
 JU0717.The dynamic height is computed by dividing the NAVD 88
 JU0717.geopotential number by the normal gravity value computed on the
 JU0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0717.degrees latitude (g = 980.6199 gals.).
 JU0717
 JU0717.The modeled gravity was interpolated from observed gravity values.
 JU0717
 JU0717;                    North         East    Units  Estimated Accuracy
 JU0717;SPC PA S     -    74,920.      825,240.      MT  (+/- 180 meters Scaled)
 JU0717
 JU0717                          SUPERSEDED SURVEY CONTROL
 JU0717
 JU0717  NGVD 29 (01/10/92)    4.345  (m)           14.26   (f) ADJUSTED    1 1
 JU0717
 JU0717.Superseded values are not recommended for survey control.
 JU0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0717.See file dsdata.txt to determine how the superseded data were derived.
 JU0717
 JU0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK903252(NAD 83)
 JU0717_MARKER: DB = BENCH MARK DISK
 JU0717_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0717_SP_SET: CONCRETE BRIDGE
 JU0717_STAMPING: 14.357 B 1 1924
 JU0717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0717_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0717+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2001
 JU0717
 JU0717  HISTORY     - Date     Condition        Report By
 JU0717  HISTORY     - 1924     MONUMENTED       CGS
 JU0717  HISTORY     - 1963     GOOD             CGS
 JU0717  HISTORY     - 1979     GOOD             NGS
 JU0717  HISTORY     - 20011107 GOOD             STEWRT
 JU0717
 JU0717                          STATION DESCRIPTION
 JU0717
 JU0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0717'AT PHILADELPHIA.
 JU0717'AT PHILADELPHIA, ALONG RICHMOND STREET, BETWEEN SOMERSET AND
 JU0717'EAST LEHIGH AVENUES, AT THE PENNSYLVANIA RAILROAD BRIDGE
 JU0717'OVER RICHMOND STREET, SET VERTICALLY IN THE NORTHWEST FACE OF
 JU0717'THE SOUTHEAST CONCRETE BRIDGE ABUTMENT, 28 FEET SOUTHEAST OF
 JU0717'CENTER LINE OF RICHMOND STREET, AND IS 1.5 FEET ABOVE LEVEL OF
 JU0717'SIDEWALK.
 JU0717
 JU0717                          STATION RECOVERY (1979)
 JU0717
 JU0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0717'RECOVERED IN GOOD CONDITION.
 JU0717
 JU0717                          STATION RECOVERY (2001)
 JU0717
 JU0717'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2001 (JMS)
 JU0717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0743 ***********************************************************************
 JU0743  DESIGNATION -  B 10 1931
 JU0743  PID         -  JU0743
 JU0743  STATE/COUNTY-  PA/PHILADELPHIA
 JU0743  USGS QUAD   -  PHILADELPHIA (1994)
 JU0743
 JU0743                         *CURRENT SURVEY CONTROL
 JU0743  ___________________________________________________________________
 JU0743* NAD 83(1986)-  39 54 50.     (N)    075 10 46.     (W)     SCALED    
 JU0743* NAVD 88     -         4.805  (meters)      15.76   (feet)  ADJUSTED  
 JU0743  ___________________________________________________________________
 JU0743  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU0743  DYNAMIC HT  -           4.803 (meters)      15.76  (feet)  COMP
 JU0743  MODELED GRAV-     980,182.0   (mgal)                       NAVD 88
 JU0743
 JU0743  VERT ORDER  -  FIRST     CLASS I
 JU0743
 JU0743.The horizontal coordinates were scaled from a topographic map and have
 JU0743.an estimated accuracy of +/- 6 seconds.
 JU0743
 JU0743.The orthometric height was determined by differential leveling
 JU0743.and adjusted by the National Geodetic Survey in June 1991..
 JU0743.WARNING-Repeat measurements at this control monument indicate possible
 JU0743.vertical movement.
 JU0743
 JU0743.The geoid height was determined by GEOID03.
 JU0743
 JU0743.The dynamic height is computed by dividing the NAVD 88
 JU0743.geopotential number by the normal gravity value computed on the
 JU0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0743.degrees latitude (g = 980.6199 gals.).
 JU0743
 JU0743.The modeled gravity was interpolated from observed gravity values.
 JU0743
 JU0743;                    North         East    Units  Estimated Accuracy
 JU0743;SPC PA S     -    67,660.      819,760.      MT  (+/- 180 meters Scaled)
 JU0743
 JU0743                          SUPERSEDED SURVEY CONTROL
 JU0743
 JU0743  NGVD 29 (??/??/??)    5.111  (m)           16.77   (f) ADJUSTED    1 1
 JU0743
 JU0743.Superseded values are not recommended for survey control.
 JU0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0743.See file dsdata.txt to determine how the superseded data were derived.
 JU0743
 JU0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK846182(NAD 83)
 JU0743_MARKER: DB = BENCH MARK DISK
 JU0743_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0743_SP_SET: CONCRETE SLAB
 JU0743_STAMPING: 17.979 B 10 MAY 1931
 JU0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0743
 JU0743  HISTORY     - Date     Condition        Report By
 JU0743  HISTORY     - 1931     MONUMENTED       CGS
 JU0743  HISTORY     - 1963     GOOD             CGS
 JU0743  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0743
 JU0743                          STATION DESCRIPTION
 JU0743
 JU0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0743'IN PHILADELPHIA.
 JU0743'AT PHILDELPHIA, IN THE SOUTHERN SECTION OF THE CITY, AT THE
 JU0743'INTERSECTION OF PENROSE AVENUE, POLLOCK AND SOUTH NINETEENTH
 JU0743'STREET, IN FRONT OF A SINCLAIR SERVICE STATION, IN THE CONCRETE
 JU0743'SLAB OVER THE STORAGE TANKS, 1.4 FEET EAST OF WEST EDGE OF SLAB,
 JU0743'1 FOOT SOUTH OF BASE SUPPORTING A SINCLAIR SIGN.
 JU0743
 JU0743                          STATION RECOVERY (1979)
 JU0743
 JU0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0743'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0299 ***********************************************************************
 KX0299  DESIGNATION -  B 100
 KX0299  PID         -  KX0299
 KX0299  STATE/COUNTY-  PA/BLAIR
 KX0299  USGS QUAD   -  HOLLIDAYSBURG (1981)
 KX0299
 KX0299                         *CURRENT SURVEY CONTROL
 KX0299  ___________________________________________________________________
 KX0299* NAD 83(1986)-  40 28 23.     (N)    078 25 33.     (W)     SCALED    
 KX0299* NAVD 88     -       332.945  (meters)    1092.34   (feet)  ADJUSTED  
 KX0299  ___________________________________________________________________
 KX0299  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KX0299  DYNAMIC HT  -         332.766 (meters)    1091.75  (feet)  COMP
 KX0299  MODELED GRAV-     980,077.5   (mgal)                       NAVD 88
 KX0299
 KX0299  VERT ORDER  -  SECOND    CLASS 0
 KX0299
 KX0299.The horizontal coordinates were scaled from a topographic map and have
 KX0299.an estimated accuracy of +/- 6 seconds.
 KX0299
 KX0299.The orthometric height was determined by differential leveling
 KX0299.and adjusted by the National Geodetic Survey in June 1991..
 KX0299
 KX0299.The geoid height was determined by GEOID03.
 KX0299
 KX0299.The dynamic height is computed by dividing the NAVD 88
 KX0299.geopotential number by the normal gravity value computed on the
 KX0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0299.degrees latitude (g = 980.6199 gals.).
 KX0299
 KX0299.The modeled gravity was interpolated from observed gravity values.
 KX0299
 KX0299;                    North         East    Units  Estimated Accuracy
 KX0299;SPC PA S     -   126,770.      542,690.      MT  (+/- 180 meters Scaled)
 KX0299
 KX0299                          SUPERSEDED SURVEY CONTROL
 KX0299
 KX0299  NGVD 29 (??/??/92)  333.094  (m)         1092.83   (f) ADJ UNCH    2 0
 KX0299
 KX0299.Superseded values are not recommended for survey control.
 KX0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0299.See file dsdata.txt to determine how the superseded data were derived.
 KX0299
 KX0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE182834(NAD 83)
 KX0299_MARKER: DB = BENCH MARK DISK
 KX0299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0299_SP_SET: CONCRETE CULVERT
 KX0299_STAMPING: B 100 1935
 KX0299_MARK LOGO: CGS   
 KX0299_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KX0299+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2002
 KX0299
 KX0299  HISTORY     - Date     Condition        Report By
 KX0299  HISTORY     - 1935     MONUMENTED       CGS
 KX0299  HISTORY     - 20020603 GOOD             PADT
 KX0299  HISTORY     - 20030101 GOOD             NGS
 KX0299
 KX0299                          STATION DESCRIPTION
 KX0299
 KX0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX0299'3.3 MI S FROM ALTOONA.
 KX0299'3.3 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0299'STATION AT ALTOONA, BLAIR COUNTY, ABOUT 66 YARDS NORTHWEST
 KX0299'OF THE STATION AT ELDORADO, AT A CONCRETE CULVERT, IN THE TOP
 KX0299'OF THE CENTER OF THE WEST END, AND 10 FEET WEST OF THE CENTER
 KX0299'LINE OF THE TRACK.  A STANDARD DISK, STAMPED B 100 1935.
 KX0299
 KX0299                          STATION RECOVERY (2002)
 KX0299
 KX0299'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (TRN)
 KX0299'RECOVERED IN GOOD CONDITION.
 KX0299
 KX0299                          STATION RECOVERY (2003)
 KX0299
 KX0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DBH)
 KX0299'MARK WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1529 ***********************************************************************
 JV1529  DESIGNATION -  B 101
 JV1529  PID         -  JV1529
 JV1529  STATE/COUNTY-  PA/YORK
 JV1529  USGS QUAD   -  GLEN ROCK (1984)
 JV1529
 JV1529                         *CURRENT SURVEY CONTROL
 JV1529  ___________________________________________________________________
 JV1529* NAD 83(1986)-  39 46 07.     (N)    076 42 40.     (W)     SCALED    
 JV1529* NAVD 88     -       209.318  (meters)     686.74   (feet)  ADJUSTED  
 JV1529  ___________________________________________________________________
 JV1529  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 JV1529  DYNAMIC HT  -         209.213 (meters)     686.39  (feet)  COMP
 JV1529  MODELED GRAV-     980,118.9   (mgal)                       NAVD 88
 JV1529
 JV1529  VERT ORDER  -  SECOND    CLASS 0
 JV1529
 JV1529.The horizontal coordinates were scaled from a topographic map and have
 JV1529.an estimated accuracy of +/- 6 seconds.
 JV1529
 JV1529.The orthometric height was determined by differential leveling
 JV1529.and adjusted by the National Geodetic Survey in June 1991..
 JV1529
 JV1529.The geoid height was determined by GEOID03.
 JV1529
 JV1529.The dynamic height is computed by dividing the NAVD 88
 JV1529.geopotential number by the normal gravity value computed on the
 JV1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1529.degrees latitude (g = 980.6199 gals.).
 JV1529
 JV1529.The modeled gravity was interpolated from observed gravity values.
 JV1529
 JV1529;                    North         East    Units  Estimated Accuracy
 JV1529;SPC PA S     -    48,860.      689,010.      MT  (+/- 180 meters Scaled)
 JV1529
 JV1529                          SUPERSEDED SURVEY CONTROL
 JV1529
 JV1529  NGVD 29 (??/??/??)  209.528  (m)          687.43   (f) ADJUSTED    2 0
 JV1529
 JV1529.Superseded values are not recommended for survey control.
 JV1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1529.See file dsdata.txt to determine how the superseded data were derived.
 JV1529
 JV1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK534034(NAD 83)
 JV1529_MARKER: DB = BENCH MARK DISK
 JV1529_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1529_SP_SET: BRIDGE
 JV1529_STAMPING: B 101 1935
 JV1529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1529
 JV1529  HISTORY     - Date     Condition        Report By
 JV1529  HISTORY     - 1935     MONUMENTED       CGS
 JV1529  HISTORY     - 1954     MARK NOT FOUND   CGS
 JV1529
 JV1529                          STATION DESCRIPTION
 JV1529
 JV1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1529'0.9 MI N FROM SHREWSBURY.
 JV1529'0.9 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JV1529'AT SHREWSBURY, YORK COUNTY, ABOUT 0.2 MILE SOUTH OF SIGNAL N 397,
 JV1529'IN THE TOP OF A CONCRETE BRIDGE, AND 5 FEET EAST OF THE CENTER
 JV1529'LINE OF THE EAST TRACK.  A STANDARD DISK, STAMPED B 101 1935.
 JV1529
 JV1529                          STATION RECOVERY (1954)
 JV1529
 JV1529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 JV1529'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1589 ***********************************************************************
 JV1589  DESIGNATION -  B 102
 JV1589  PID         -  JV1589
 JV1589  STATE/COUNTY-  PA/YORK
 JV1589  USGS QUAD   -  HANOVER (1984)
 JV1589
 JV1589                         *CURRENT SURVEY CONTROL
 JV1589  ___________________________________________________________________
 JV1589* NAD 83(1986)-  39 48 17.     (N)    076 59 01.     (W)     SCALED    
 JV1589* NAVD 88     -       188.668  (meters)     618.99   (feet)  ADJUSTED  
 JV1589  ___________________________________________________________________
 JV1589  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JV1589  DYNAMIC HT  -         188.568 (meters)     618.66  (feet)  COMP
 JV1589  MODELED GRAV-     980,093.4   (mgal)                       NAVD 88
 JV1589
 JV1589  VERT ORDER  -  SECOND    CLASS 0
 JV1589
 JV1589.The horizontal coordinates were scaled from a topographic map and have
 JV1589.an estimated accuracy of +/- 6 seconds.
 JV1589
 JV1589.The orthometric height was determined by differential leveling
 JV1589.and adjusted by the National Geodetic Survey in June 1991..
 JV1589
 JV1589.The geoid height was determined by GEOID03.
 JV1589
 JV1589.The dynamic height is computed by dividing the NAVD 88
 JV1589.geopotential number by the normal gravity value computed on the
 JV1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1589.degrees latitude (g = 980.6199 gals.).
 JV1589
 JV1589.The modeled gravity was interpolated from observed gravity values.
 JV1589
 JV1589;                    North         East    Units  Estimated Accuracy
 JV1589;SPC PA S     -    52,630.      665,630.      MT  (+/- 180 meters Scaled)
 JV1589
 JV1589                          SUPERSEDED SURVEY CONTROL
 JV1589
 JV1589  NGVD 29 (??/??/??)  188.873  (m)          619.66   (f) ADJUSTED    2 0
 JV1589
 JV1589.Superseded values are not recommended for survey control.
 JV1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1589.See file dsdata.txt to determine how the superseded data were derived.
 JV1589
 JV1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK301079(NAD 83)
 JV1589_MARKER: DB = BENCH MARK DISK
 JV1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1589_STAMPING: B 102 1935
 JV1589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1589+STABILITY: SURFACE MOTION
 JV1589
 JV1589  HISTORY     - Date     Condition        Report By
 JV1589  HISTORY     - 1935     MONUMENTED       CGS
 JV1589  HISTORY     - 1954     MARK NOT FOUND   USGS
 JV1589
 JV1589                          STATION DESCRIPTION
 JV1589
 JV1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1589'AT HANOVER.
 JV1589'AT HANOVER, YORK COUNTY, ABOUT 404 FEET EAST OF THE EAST END
 JV1589'OF THE PENNSYLVANIA RAILROAD AND THE WESTERN MARYLAND RAILWAY
 JV1589'STATION, ABOUT 252 FEET EAST OF THE CENTER OF THE JUNCTION OF
 JV1589'THE TWO RAILROADS, AND 27 FEET NORTH OF THE CENTER LINE OF THE
 JV1589'P.R.R.  A STANDARD DISK, STAMPED B 102 1935 AND SET IN THE TOP
 JV1589'OF A CONCRETE POST.
 JV1589
 JV1589                          STATION RECOVERY (1954)
 JV1589
 JV1589'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JV1589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1558 ***********************************************************************
 JU1558  DESIGNATION -  B 105
 JU1558  PID         -  JU1558
 JU1558  STATE/COUNTY-  PA/CHESTER
 JU1558  USGS QUAD   -  OXFORD (1992)
 JU1558
 JU1558                         *CURRENT SURVEY CONTROL
 JU1558  ___________________________________________________________________
 JU1558* NAD 83(1986)-  39 45 26.     (N)    075 55 37.     (W)     SCALED    
 JU1558* NAVD 88     -       127.566  (meters)     418.52   (feet)  ADJUSTED  
 JU1558  ___________________________________________________________________
 JU1558  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JU1558  DYNAMIC HT  -         127.502 (meters)     418.31  (feet)  COMP
 JU1558  MODELED GRAV-     980,129.1   (mgal)                       NAVD 88
 JU1558
 JU1558  VERT ORDER  -  SECOND    CLASS 0
 JU1558
 JU1558.The horizontal coordinates were scaled from a topographic map and have
 JU1558.an estimated accuracy of +/- 6 seconds.
 JU1558
 JU1558.The orthometric height was determined by differential leveling
 JU1558.and adjusted by the National Geodetic Survey in June 1991..
 JU1558
 JU1558.The geoid height was determined by GEOID03.
 JU1558
 JU1558.The dynamic height is computed by dividing the NAVD 88
 JU1558.geopotential number by the normal gravity value computed on the
 JU1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1558.degrees latitude (g = 980.6199 gals.).
 JU1558
 JU1558.The modeled gravity was interpolated from observed gravity values.
 JU1558
 JU1558;                    North         East    Units  Estimated Accuracy
 JU1558;SPC PA S     -    48,680.      756,220.      MT  (+/- 180 meters Scaled)
 JU1558
 JU1558                          SUPERSEDED SURVEY CONTROL
 JU1558
 JU1558  NGVD 29 (??/??/??)  127.867  (m)          419.51   (f) ADJUSTED    2 0
 JU1558
 JU1558.Superseded values are not recommended for survey control.
 JU1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1558.See file dsdata.txt to determine how the superseded data were derived.
 JU1558
 JU1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK205012(NAD 83)
 JU1558_MARKER: DB = BENCH MARK DISK
 JU1558_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1558_SP_SET: CULVERT
 JU1558_STAMPING: B 105 1935
 JU1558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1558
 JU1558  HISTORY     - Date     Condition        Report By
 JU1558  HISTORY     - 1935     MONUMENTED       CGS
 JU1558  HISTORY     - 1966     POOR             CGS
 JU1558
 JU1558                          STATION DESCRIPTION
 JU1558
 JU1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1558'3.7 MI SE FROM OXFORD.
 JU1558'3.7 MILES SOUTHEAST ALONG STATE HIGHWAY 472 FROM A STREET
 JU1558'INTERSECTION AT OXFORD, CHESTER COUNTY, ABOUT 5 POLES NORTH OF
 JU1558'A HOUSE, ABOUT 75 FEET NORTH OF POLE 146, AND IN THE TOP OF THE
 JU1558'EAST HEAD WALL OF A CULVERT.  A STANDARD DISK, STAMPED B 105 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2382 ***********************************************************************
 KV2382  DESIGNATION -  B 107
 KV2382  PID         -  KV2382
 KV2382  STATE/COUNTY-  PA/CHESTER
 KV2382  USGS QUAD   -  ELVERSON (1997)
 KV2382
 KV2382                         *CURRENT SURVEY CONTROL
 KV2382  ___________________________________________________________________
 KV2382* NAD 83(1986)-  40 08 30.     (N)    075 50 05.     (W)     SCALED    
 KV2382* NAVD 88     -       196.444  (meters)     644.50   (feet)  ADJUSTED  
 KV2382  ___________________________________________________________________
 KV2382  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KV2382  DYNAMIC HT  -         196.341 (meters)     644.16  (feet)  COMP
 KV2382  MODELED GRAV-     980,097.5   (mgal)                       NAVD 88
 KV2382
 KV2382  VERT ORDER  -  SECOND    CLASS 0
 KV2382
 KV2382.The horizontal coordinates were scaled from a topographic map and have
 KV2382.an estimated accuracy of +/- 6 seconds.
 KV2382
 KV2382.The orthometric height was determined by differential leveling
 KV2382.and adjusted by the National Geodetic Survey in June 1991..
 KV2382
 KV2382.The geoid height was determined by GEOID03.
 KV2382
 KV2382.The dynamic height is computed by dividing the NAVD 88
 KV2382.geopotential number by the normal gravity value computed on the
 KV2382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2382.degrees latitude (g = 980.6199 gals.).
 KV2382
 KV2382.The modeled gravity was interpolated from observed gravity values.
 KV2382
 KV2382;                    North         East    Units  Estimated Accuracy
 KV2382;SPC PA S     -    91,520.      763,200.      MT  (+/- 180 meters Scaled)
 KV2382
 KV2382                          SUPERSEDED SURVEY CONTROL
 KV2382
 KV2382  NGVD 29 (??/??/??)  196.684  (m)          645.29   (f) ADJUSTED    2 0
 KV2382
 KV2382.Superseded values are not recommended for survey control.
 KV2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2382.See file dsdata.txt to determine how the superseded data were derived.
 KV2382
 KV2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK288438(NAD 83)
 KV2382_MARKER: DB = BENCH MARK DISK
 KV2382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2382_STAMPING: B 107 1935
 KV2382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2382+STABILITY: SURFACE MOTION
 KV2382
 KV2382  HISTORY     - Date     Condition        Report By
 KV2382  HISTORY     - 1935     MONUMENTED       CGS
 KV2382  HISTORY     - 1947     GOOD             CGS
 KV2382  HISTORY     - 19910121 MARK NOT FOUND   USPSQD
 KV2382  HISTORY     - 20031204 MARK NOT FOUND   USPSQD
 KV2382
 KV2382                          STATION DESCRIPTION
 KV2382
 KV2382'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV2382'AT CONESTOGA.
 KV2382'AT CONESTOGA, CHESTER COUNTY, ON THE READING RAILWAY, 3 RAILS
 KV2382'EAST OF THE STATION, AT A ROAD CROSSING, 35 FEET SOUTH OF THE
 KV2382'SOUTH TRACK, NEAR A POLE, AND AT THE FENCE.  A STANDARD DISK,
 KV2382'STAMPED B 107 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KV2382
 KV2382                          STATION RECOVERY (1947)
 KV2382
 KV2382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 KV2382'RECOVERED IN GOOD CONDITION.
 KV2382
 KV2382                          STATION RECOVERY (1991)
 KV2382
 KV2382'RECOVERY NOTE BY US POWER SQUADRON 1991 (JDC)
 KV2382'MARK NOT FOUND.
 KV2382
 KV2382                          STATION RECOVERY (2003)
 KV2382
 KV2382'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEQ)
 KV2382'TRACKS REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2347 ***********************************************************************
 KV2347  DESIGNATION -  B 108
 KV2347  PID         -  KV2347
 KV2347  STATE/COUNTY-  PA/MONTGOMERY
 KV2347  USGS QUAD   -  SASSAMANSVILLE (1990)
 KV2347
 KV2347                         *CURRENT SURVEY CONTROL
 KV2347  ___________________________________________________________________
 KV2347* NAD 83(1986)-  40 16 42.     (N)    075 36 20.     (W)     SCALED    
 KV2347* NAVD 88     -       146.454  (meters)     480.49   (feet)  ADJUSTED  
 KV2347  ___________________________________________________________________
 KV2347  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 KV2347  DYNAMIC HT  -         146.379 (meters)     480.25  (feet)  COMP
 KV2347  MODELED GRAV-     980,109.2   (mgal)                       NAVD 88
 KV2347
 KV2347  VERT ORDER  -  SECOND    CLASS 0
 KV2347
 KV2347.The horizontal coordinates were scaled from a topographic map and have
 KV2347.an estimated accuracy of +/- 6 seconds.
 KV2347
 KV2347.The orthometric height was determined by differential leveling
 KV2347.and adjusted by the National Geodetic Survey in June 1991..
 KV2347
 KV2347.The geoid height was determined by GEOID03.
 KV2347
 KV2347.The dynamic height is computed by dividing the NAVD 88
 KV2347.geopotential number by the normal gravity value computed on the
 KV2347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2347.degrees latitude (g = 980.6199 gals.).
 KV2347
 KV2347.The modeled gravity was interpolated from observed gravity values.
 KV2347
 KV2347;                    North         East    Units  Estimated Accuracy
 KV2347;SPC PA S     -   107,140.      782,350.      MT  (+/- 180 meters Scaled)
 KV2347
 KV2347                          SUPERSEDED SURVEY CONTROL
 KV2347
 KV2347  NGVD 29 (??/??/??)  146.721  (m)          481.37   (f) ADJUSTED    2 0
 KV2347
 KV2347.Superseded values are not recommended for survey control.
 KV2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2347.See file dsdata.txt to determine how the superseded data were derived.
 KV2347
 KV2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK485588(NAD 83)
 KV2347_MARKER: DB = BENCH MARK DISK
 KV2347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2347_SP_SET: CULVERT
 KV2347_STAMPING: B 108 1935
 KV2347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2347+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2002
 KV2347
 KV2347  HISTORY     - Date     Condition        Report By
 KV2347  HISTORY     - 1935     MONUMENTED       CGS
 KV2347  HISTORY     - 1985     GOOD             NGS
 KV2347  HISTORY     - 1990     POOR             USPSQD
 KV2347  HISTORY     - 20021106 GOOD             USPSQD
 KV2347  HISTORY     - 20041201 GOOD             USPSQD
 KV2347
 KV2347                          STATION DESCRIPTION
 KV2347
 KV2347'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV2347'1.8 MI SW FROM NEW HANOVER.
 KV2347'ABOUT 1.85 MILES SOUTHWEST ALONG STATE HIGHWAY 663 FROM THE MAIN
 KV2347'ROAD CROSSING AT NEW HANOVER, MONTGOMERY COUNTY, ABOUT 50 YARDS
 KV2347'NORTHEAST OF THE TOP OF A GRADE, AT A CULVERT, IN THE TOP OF THE
 KV2347'SOUTHEAST CONCRETE HEAD WALL, AND 13 FEET SOUTHEAST OF THE CENTER
 KV2347'LINE OF THE ROAD.  A STANDARD DISK, STAMPED B 108 1935.
 KV2347
 KV2347                          STATION RECOVERY (1985)
 KV2347
 KV2347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KV2347'RECOVERED IN GOOD CONDITION.
 KV2347
 KV2347                          STATION RECOVERY (1990)
 KV2347
 KV2347'RECOVERY NOTE BY US POWER SQUADRON 1990 (JDC)
 KV2347'MARK RECOVERED IN POOR CONDITION.
 KV2347
 KV2347                          STATION RECOVERY (2002)
 KV2347
 KV2347'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KV2347'RECOVERED IN GOOD CONDITION.
 KV2347
 KV2347                          STATION RECOVERY (2004)
 KV2347
 KV2347'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEQ)
 KV2347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0551 ***********************************************************************
 KY0551  DESIGNATION -  B 109
 KY0551  PID         -  KY0551
 KY0551  STATE/COUNTY-  PA/WASHINGTON
 KY0551  USGS QUAD   -  AVELLA (1979)
 KY0551
 KY0551                         *CURRENT SURVEY CONTROL
 KY0551  ___________________________________________________________________
 KY0551* NAD 83(1986)-  40 22 09.     (N)    080 23 22.     (W)     SCALED    
 KY0551* NAVD 88     -       307.345  (meters)    1008.35   (feet)  ADJUSTED  
 KY0551  ___________________________________________________________________
 KY0551  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KY0551  DYNAMIC HT  -         307.176 (meters)    1007.79  (feet)  COMP
 KY0551  MODELED GRAV-     980,067.7   (mgal)                       NAVD 88
 KY0551
 KY0551  VERT ORDER  -  SECOND    CLASS 0
 KY0551
 KY0551.The horizontal coordinates were scaled from a topographic map and have
 KY0551.an estimated accuracy of +/- 6 seconds.
 KY0551
 KY0551.The orthometric height was determined by differential leveling
 KY0551.and adjusted by the National Geodetic Survey in June 1991..
 KY0551
 KY0551.The geoid height was determined by GEOID03.
 KY0551
 KY0551.The dynamic height is computed by dividing the NAVD 88
 KY0551.geopotential number by the normal gravity value computed on the
 KY0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0551.degrees latitude (g = 980.6199 gals.).
 KY0551
 KY0551.The modeled gravity was interpolated from observed gravity values.
 KY0551
 KY0551;                    North         East    Units  Estimated Accuracy
 KY0551;SPC PA S     -   118,360.      375,870.      MT  (+/- 180 meters Scaled)
 KY0551
 KY0551                          SUPERSEDED SURVEY CONTROL
 KY0551
 KY0551  NGVD 29 (??/??/92)  307.491  (m)         1008.83   (f) ADJ UNCH    2 0
 KY0551
 KY0551.Superseded values are not recommended for survey control.
 KY0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0551.See file dsdata.txt to determine how the superseded data were derived.
 KY0551
 KY0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE518689(NAD 83)
 KY0551_MARKER: DB = BENCH MARK DISK
 KY0551_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 KY0551_SP_SET: BRIDGE WINGWALL
 KY0551_STAMPING: B 109 1957
 KY0551_MARK LOGO: CGS   
 KY0551_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0551
 KY0551  HISTORY     - Date     Condition        Report By
 KY0551  HISTORY     - 1957     MONUMENTED       CGS
 KY0551  HISTORY     - 19950424 GOOD             LOCENG
 KY0551
 KY0551                          STATION DESCRIPTION
 KY0551
 KY0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0551'1.2 MI S FROM BURGETTSTOWN.
 KY0551'ABOUT 1.15 MILES SOUTHWEST AND SOUTH ALONG STATE HIGHWAY 18
 KY0551'FROM THE POST OFFICE AT BURGETTSTOWN, 13 YARDS SOUTHEAST AND
 KY0551'ACROSS HIGHWAY FROM THE SOUTHEAST CORNER OF STEEL FENCE AROUND
 KY0551'HILL STADIUM, 17 FEET EAST OF CENTER LINE OF HIGHWAY, IN THE
 KY0551'TOP OF NORTHWEST END OF SOUTHEAST WING WALL OF A 6-FOOT CONCRETE
 KY0551'BRIDGE OVER A CREEK BRANCH, 0.3 FOOT EAST OF CONCRETE BANISTER
 KY0551'AND ABOUT LEVEL WITH HIGHWAY.
 KY0551
 KY0551                          STATION RECOVERY (1995)
 KY0551
 KY0551'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (JML)
 KY0551'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1418 ***********************************************************************
 KV1418  DESIGNATION -  B 11
 KV1418  PID         -  KV1418
 KV1418  STATE/COUNTY-  PA/MONROE
 KV1418  USGS QUAD   -  STROUDSBURG (1975)
 KV1418
 KV1418                         *CURRENT SURVEY CONTROL
 KV1418  ___________________________________________________________________
 KV1418* NAD 83(1986)-  40 59 53.     (N)    075 08 56.     (W)     SCALED    
 KV1418* NAVD 88     -       103.695  (meters)     340.21   (feet)  ADJUSTED  
 KV1418  ___________________________________________________________________
 KV1418  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KV1418  DYNAMIC HT  -         103.649 (meters)     340.06  (feet)  COMP
 KV1418  MODELED GRAV-     980,177.9   (mgal)                       NAVD 88
 KV1418
 KV1418  VERT ORDER  -  FIRST     CLASS II
 KV1418
 KV1418.The horizontal coordinates were scaled from a topographic map and have
 KV1418.an estimated accuracy of +/- 6 seconds.
 KV1418
 KV1418.The orthometric height was determined by differential leveling
 KV1418.and adjusted by the National Geodetic Survey in June 1991..
 KV1418
 KV1418.The geoid height was determined by GEOID03.
 KV1418
 KV1418.The dynamic height is computed by dividing the NAVD 88
 KV1418.geopotential number by the normal gravity value computed on the
 KV1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1418.degrees latitude (g = 980.6199 gals.).
 KV1418
 KV1418.The modeled gravity was interpolated from observed gravity values.
 KV1418
 KV1418;                    North         East    Units  Estimated Accuracy
 KV1418;SPC PA N     -    95,620.      818,820.      MT  (+/- 180 meters Scaled)
 KV1418
 KV1418                          SUPERSEDED SURVEY CONTROL
 KV1418
 KV1418  NGVD 29 (??/??/??)  103.876  (m)          340.80   (f) ADJUSTED    1 2
 KV1418
 KV1418.Superseded values are not recommended for survey control.
 KV1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1418.See file dsdata.txt to determine how the superseded data were derived.
 KV1418
 KV1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL874385(NAD 83)
 KV1418_MARKER: DB = BENCH MARK DISK
 KV1418_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1418_SP_SET: ABUTMENT
 KV1418_STAMPING: B 11 1932 340.800
 KV1418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1418+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2001
 KV1418
 KV1418  HISTORY     - Date     Condition        Report By
 KV1418  HISTORY     - 1932     MONUMENTED       CGS
 KV1418  HISTORY     - 1956     GOOD             CGS
 KV1418  HISTORY     - 1958     GOOD             CGS
 KV1418  HISTORY     - 20011128 GOOD             PADT
 KV1418  HISTORY     - 20040427 GOOD             PADT
 KV1418
 KV1418                          STATION DESCRIPTION
 KV1418
 KV1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1418'3 MI S FROM STROUDSBURG.
 KV1418'3.0 MILES SOUTH ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 KV1418'RAILROAD FROM THE STATION AT STROUDSBURG, ON TOP AND AT THE
 KV1418'SOUTH END OF THE EAST ABUTMENT OF THE STEEL BRIDGE OVER BRODHEAD
 KV1418'CREEK, 35.6 FEET SOUTH OF THE SOUTH RAIL AND 1-FOOT BELOW THE
 KV1418'LEVEL OF THE TRACK.  NOTE-- THE ORIGINAL BRIDGE WAS WASHED OUT
 KV1418'IN THE 1955 FLOOD.  THERE IS ONLY A SINGLE TRACK ACROSS THE CREEK
 KV1418'AT PRESENT TIME BUT THE RR COMPANY HAVE PLANS FOR MORE TRACKS
 KV1418'AT THIS POINT.  THE MEASUREMENT FROM THE RAIL MAY NOT BE ACCURATE
 KV1418'VERY LONG.
 KV1418
 KV1418                          STATION RECOVERY (1958)
 KV1418
 KV1418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 KV1418'RECOVERED IN GOOD CONDITION.
 KV1418
 KV1418                          STATION RECOVERY (2001)
 KV1418
 KV1418'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (MBJ)
 KV1418'RECOVERED IN GOOD CONDITION.
 KV1418
 KV1418                          STATION RECOVERY (2004)
 KV1418
 KV1418'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (DL)
 KV1418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0565 ***********************************************************************
 KY0565  DESIGNATION -  B 110
 KY0565  PID         -  KY0565
 KY0565  STATE/COUNTY-  PA/WASHINGTON
 KY0565  USGS QUAD   -  MIDWAY (1977)
 KY0565
 KY0565                         *CURRENT SURVEY CONTROL
 KY0565  ___________________________________________________________________
 KY0565* NAD 83(1986)-  40 19 37.     (N)    080 15 19.     (W)     SCALED    
 KY0565* NAVD 88     -       332.264  (meters)    1090.10   (feet)  ADJUSTED  
 KY0565  ___________________________________________________________________
 KY0565  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KY0565  DYNAMIC HT  -         332.082 (meters)    1089.51  (feet)  COMP
 KY0565  MODELED GRAV-     980,068.2   (mgal)                       NAVD 88
 KY0565
 KY0565  VERT ORDER  -  SECOND    CLASS 0
 KY0565
 KY0565.The horizontal coordinates were scaled from a topographic map and have
 KY0565.an estimated accuracy of +/- 6 seconds.
 KY0565
 KY0565.The orthometric height was determined by differential leveling
 KY0565.and adjusted by the National Geodetic Survey in June 1991..
 KY0565
 KY0565.The geoid height was determined by GEOID03.
 KY0565
 KY0565.The dynamic height is computed by dividing the NAVD 88
 KY0565.geopotential number by the normal gravity value computed on the
 KY0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0565.degrees latitude (g = 980.6199 gals.).
 KY0565
 KY0565.The modeled gravity was interpolated from observed gravity values.
 KY0565
 KY0565;                    North         East    Units  Estimated Accuracy
 KY0565;SPC PA S     -   113,350.      387,130.      MT  (+/- 180 meters Scaled)
 KY0565
 KY0565                          SUPERSEDED SURVEY CONTROL
 KY0565
 KY0565  NGVD 29 (??/??/92)  332.398  (m)         1090.54   (f) ADJ UNCH    2 0
 KY0565
 KY0565.Superseded values are not recommended for survey control.
 KY0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0565.See file dsdata.txt to determine how the superseded data were derived.
 KY0565
 KY0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE632643(NAD 83)
 KY0565_MARKER: DB = BENCH MARK DISK
 KY0565_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0565_SP_SET: FOUNDATION
 KY0565_STAMPING: B 110 1957
 KY0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0565
 KY0565  HISTORY     - Date     Condition        Report By
 KY0565  HISTORY     - 1957     MONUMENTED       CGS
 KY0565
 KY0565                          STATION DESCRIPTION
 KY0565
 KY0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0565'2.8 MI S FROM PRIMROSE.
 KY0565'ABOUT 0.35 MILE WEST ALONG A BLACK TOP ROAD LEADING TO MIDWAY
 KY0565'FROM THE CROSSING OF THE PENNSYLVANIA RAILROAD AT PRIMROSE,
 KY0565'THENCE ABOUT 0.4 MILE SOUTH ALONG A BLACK TOP ROAD, THENCE
 KY0565'ABOUT 2.05 SOUTHEAST ALONG A NARROW BLACK TOP AND GRAVEL ROAD,
 KY0565'ABOUT 0.2 MILE NORTHWEST OF POST OFFICE AT SOUTHVIEW, 90 FEET
 KY0565'WEST-SOUTHWEST AND ACROSS MONTOUR RAILROAD FROM CENTER LINE OF
 KY0565'ROAD, 25 1/2 FEET WEST-SOUTHWEST OF NEAR RAIL OF MONTOUR RAILROAD,
 KY0565'127 1/2 FEET NORTHWEST OF CENTER OF RAILROAD OVERPASS OVER AN
 KY0565'EAST-WEST BLACK TOP ROAD, IN THE TOP OF THE SOUTH CORNER OF THE
 KY0565'SOUTHWEST CONCRETE FOUNDATION OF A SET OF FOUR ABANDONED CONCRETE
 KY0565'FOUNDATIONS (FORMER WATER TOWER) AND ABOUT 1/2 FOOT BELOW LEVEL
 KY0565'OF TRACK.  NOTE-- MARK MAY BE REACHED FROM THE POST OFFICE AND
 KY0565'BANK BUILDING AT HICKORY BY GOING ABOUT 4.05 MILES NORTHEAST ALONG
 KY0565'STATE HIGHWAY 28, THENCE ABOUT 1.1 MILES NORTHWEST ALONG A BLACK
 KY0565'TOP ROAD LEADING TO SOUTHVIEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0547 ***********************************************************************
 KY0547  DESIGNATION -  B 111
 KY0547  PID         -  KY0547
 KY0547  STATE/COUNTY-  PA/WASHINGTON
 KY0547  USGS QUAD   -  AVELLA (1979)
 KY0547
 KY0547                         *CURRENT SURVEY CONTROL
 KY0547  ___________________________________________________________________
 KY0547* NAD 83(1986)-  40 18 34.     (N)    080 26 40.     (W)     SCALED    
 KY0547* NAVD 88     -       305.949  (meters)    1003.77   (feet)  ADJUSTED  
 KY0547  ___________________________________________________________________
 KY0547  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KY0547  DYNAMIC HT  -         305.781 (meters)    1003.22  (feet)  COMP
 KY0547  MODELED GRAV-     980,069.8   (mgal)                       NAVD 88
 KY0547
 KY0547  VERT ORDER  -  SECOND    CLASS 0
 KY0547
 KY0547.The horizontal coordinates were scaled from a topographic map and have
 KY0547.an estimated accuracy of +/- 6 seconds.
 KY0547
 KY0547.The orthometric height was determined by differential leveling
 KY0547.and adjusted by the National Geodetic Survey in June 1991..
 KY0547
 KY0547.The geoid height was determined by GEOID03.
 KY0547
 KY0547.The dynamic height is computed by dividing the NAVD 88
 KY0547.geopotential number by the normal gravity value computed on the
 KY0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0547.degrees latitude (g = 980.6199 gals.).
 KY0547
 KY0547.The modeled gravity was interpolated from observed gravity values.
 KY0547
 KY0547;                    North         East    Units  Estimated Accuracy
 KY0547;SPC PA S     -   111,880.      371,000.      MT  (+/- 180 meters Scaled)
 KY0547
 KY0547                          SUPERSEDED SURVEY CONTROL
 KY0547
 KY0547  NGVD 29 (??/??/92)  306.110  (m)         1004.30   (f) ADJ UNCH    2 0
 KY0547
 KY0547.Superseded values are not recommended for survey control.
 KY0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0547.See file dsdata.txt to determine how the superseded data were derived.
 KY0547
 KY0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE472622(NAD 83)
 KY0547_MARKER: DB = BENCH MARK DISK
 KY0547_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0547_SP_SET: ABUTMENT
 KY0547_STAMPING: B 111 1957
 KY0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0547
 KY0547  HISTORY     - Date     Condition        Report By
 KY0547  HISTORY     - 1957     MONUMENTED       CGS
 KY0547
 KY0547                          STATION DESCRIPTION
 KY0547
 KY0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0547'3.5 MI SE FROM ELDERSVILLE.
 KY0547'3.5 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE GRADE SCHOOL
 KY0547'AT EDLERSVILLE, 0.1 MILE NORTHWEST OF JUNCTION OF CROSS CREEK-AVELLA
 KY0547'ROAD, 0.1 MILE NORTHEAST AND 0.1 MILE NORTHWEST OF CEDAR GROVE
 KY0547'SCHOOL, 101 FEET NORTHEAST OF CENTER OF CROSSING OF BLACK TOP
 KY0547'ROAD AND AN ABANDONED NORTHEAST-SOUTHWEST CONCRETE ABUTMENT OF
 KY0547'ABANDONED RAILROAD BRIDGE OVER NORTH FORK OF CROSS CREEK, AND
 KY0547'LEVEL WITH ROAD.  NOTE-- MARK IS REACHED FROM THE POST OFFICE
 KY0547'AT AVELLA BY GOING 3.05 MILES NORTHEAST ALONG A BLACK TOP
 KY0547'ROAD LEADING TO CROSS CREEK, THENCE 0.1 MILE NORTHWEST ALONG
 KY0547'A BLACK TOP ROAD LEADING TO ELDERSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0357 ***********************************************************************
 KY0357  DESIGNATION -  B 112
 KY0357  PID         -  KY0357
 KY0357  STATE/COUNTY-  PA/WASHINGTON
 KY0357  USGS QUAD   -  BURGETTSTOWN (1979)
 KY0357
 KY0357                         *CURRENT SURVEY CONTROL
 KY0357  ___________________________________________________________________
 KY0357* NAD 83(1986)-  40 22 56.     (N)    080 24 47.     (W)     SCALED    
 KY0357* NAVD 88     -       327.409  (meters)    1074.17   (feet)  ADJUSTED  
 KY0357  ___________________________________________________________________
 KY0357  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KY0357  DYNAMIC HT  -         327.230 (meters)    1073.59  (feet)  COMP
 KY0357  MODELED GRAV-     980,068.0   (mgal)                       NAVD 88
 KY0357
 KY0357  VERT ORDER  -  SECOND    CLASS 0
 KY0357
 KY0357.The horizontal coordinates were scaled from a topographic map and have
 KY0357.an estimated accuracy of +/- 6 seconds.
 KY0357
 KY0357.The orthometric height was determined by differential leveling
 KY0357.and adjusted by the National Geodetic Survey in June 1991..
 KY0357
 KY0357.The geoid height was determined by GEOID03.
 KY0357
 KY0357.The dynamic height is computed by dividing the NAVD 88
 KY0357.geopotential number by the normal gravity value computed on the
 KY0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0357.degrees latitude (g = 980.6199 gals.).
 KY0357
 KY0357.The modeled gravity was interpolated from observed gravity values.
 KY0357
 KY0357;                    North         East    Units  Estimated Accuracy
 KY0357;SPC PA S     -   119,870.      373,910.      MT  (+/- 180 meters Scaled)
 KY0357
 KY0357                          SUPERSEDED SURVEY CONTROL
 KY0357
 KY0357  NGVD 29 (??/??/92)  327.555  (m)         1074.65   (f) ADJ UNCH    2 0
 KY0357
 KY0357.Superseded values are not recommended for survey control.
 KY0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0357.See file dsdata.txt to determine how the superseded data were derived.
 KY0357
 KY0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE498703(NAD 83)
 KY0357_MARKER: DB = BENCH MARK DISK
 KY0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0357_STAMPING: B 112 1957
 KY0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0357+STABILITY: SURFACE MOTION
 KY0357
 KY0357  HISTORY     - Date     Condition        Report By
 KY0357  HISTORY     - 1957     MONUMENTED       CGS
 KY0357
 KY0357                          STATION DESCRIPTION
 KY0357
 KY0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0357'1.3 MI W FROM BURGETTSTOWN.
 KY0357'ABOUT 1.3 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY0357'STATION AT BURGETTSTOWN, AT A NORTH-SOUTH ROAD CROSSING, 41
 KY0357'FEET NORTH OF NORTH RAIL OF NORTH TRACK, 6 FEET WEST OF THE
 KY0357'SECOND TELEPHONE POLE WEST OF CROSSING, 150.0 FEET WEST-NORTHWEST
 KY0357'OF CENTER OF CROSSING OF ROAD AND THE NORTH TRACK, 78 YARDS
 KY0357'SOUTH OF SOUTHWEST CORNER AND 5 FEET WEST OF BEING IN LINE WITH
 KY0357'WEST FACE OF A 2-STORY YELLOW BRICK BUILDING WHICH IS BETWEEN
 KY0357'THE TRACK AND A BLACK TOP ROAD PARALLEL TO TRACK, ABOUT 3 1/2
 KY0357'FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 KY0357'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0993 ***********************************************************************
 KY0993  DESIGNATION -  B 113
 KY0993  PID         -  KY0993
 KY0993  STATE/COUNTY-  PA/WASHINGTON
 KY0993  USGS QUAD   -  VALLEY GROVE (1981)
 KY0993
 KY0993                         *CURRENT SURVEY CONTROL
 KY0993  ___________________________________________________________________
 KY0993* NAD 83(1986)-  40 07 29.     (N)    080 30 02.     (W)     SCALED    
 KY0993* NAVD 88     -       398.065  (meters)    1305.98   (feet)  ADJUSTED  
 KY0993  ___________________________________________________________________
 KY0993  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KY0993  DYNAMIC HT  -         397.842 (meters)    1305.25  (feet)  COMP
 KY0993  MODELED GRAV-     980,054.1   (mgal)                       NAVD 88
 KY0993
 KY0993  VERT ORDER  -  SECOND    CLASS 0
 KY0993
 KY0993.The horizontal coordinates were scaled from a topographic map and have
 KY0993.an estimated accuracy of +/- 6 seconds.
 KY0993
 KY0993.The orthometric height was determined by differential leveling
 KY0993.and adjusted by the National Geodetic Survey in June 1991..
 KY0993
 KY0993.The geoid height was determined by GEOID03.
 KY0993
 KY0993.The dynamic height is computed by dividing the NAVD 88
 KY0993.geopotential number by the normal gravity value computed on the
 KY0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0993.degrees latitude (g = 980.6199 gals.).
 KY0993
 KY0993.The modeled gravity was interpolated from observed gravity values.
 KY0993
 KY0993;                    North         East    Units  Estimated Accuracy
 KY0993;SPC PA S     -    91,520.      365,590.      MT  (+/- 180 meters Scaled)
 KY0993
 KY0993                          SUPERSEDED SURVEY CONTROL
 KY0993
 KY0993  NGVD 29 (??/??/92)  398.214  (m)         1306.47   (f) ADJ UNCH    2 0
 KY0993
 KY0993.Superseded values are not recommended for survey control.
 KY0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0993.See file dsdata.txt to determine how the superseded data were derived.
 KY0993
 KY0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE425417(NAD 83)
 KY0993_MARKER: DB = BENCH MARK DISK
 KY0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0993_STAMPING: B 113 1957
 KY0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0993+STABILITY: SURFACE MOTION
 KY0993
 KY0993  HISTORY     - Date     Condition        Report By
 KY0993  HISTORY     - 1957     MONUMENTED       CGS
 KY0993
 KY0993                          STATION DESCRIPTION
 KY0993
 KY0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0993'1.6 MI NE FROM WEST ALEXANDER.
 KY0993'ABOUT 1.55 MILES NORTHEAST ALONG AN ASPHALT ROAD LEADING TO
 KY0993'AVELLA VIA DUNSFORT FROM THE JUNCTION OF U.S. HIGHWAY 40 AT WEST
 KY0993'ALEXANDER, 0.3 MILE SOUTHWEST OF THE CROSSING OF A HIGH POWER
 KY0993'TRANSMISSION LINE, 0.2 MILE NORTHEAST OF THE JUNCTION OF A
 KY0993'GRAVEL ROAD LEADING NORTHWEST AND DOWN HILL, 16 FEET
 KY0993'NORTH-NORTHWEST OF THE CENTER LINE OF THE ROAD AND AT THE OUTSIDE
 KY0993'OF A CURVE, 33 YARDS WEST OF THE TOP OF A GRADE, 0.1 MILE
 KY0993'SOUTHWEST OF A TWO-STORY HOUSE, 1 FOOT SOUTH-SOUTHEAST OF A
 KY0993'PASTURE FENCE, AT THE CROSSING OF A SMALL POWER LINE, 2 FEET
 KY0993'SOUTHWEST OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE BLACK
 KY0993'TOP ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 KY0993'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0492 ***********************************************************************
 KY0492  DESIGNATION -  B 114
 KY0492  PID         -  KY0492
 KY0492  STATE/COUNTY-  PA/WASHINGTON
 KY0492  USGS QUAD   -  CLAYSVILLE (1977)
 KY0492
 KY0492                         *CURRENT SURVEY CONTROL
 KY0492  ___________________________________________________________________
 KY0492* NAD 83(1986)-  40 01 52.     (N)    080 27 50.     (W)     SCALED    
 KY0492* NAVD 88     -       325.081  (meters)    1066.54   (feet)  ADJUSTED  
 KY0492  ___________________________________________________________________
 KY0492  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KY0492  DYNAMIC HT  -         324.891 (meters)    1065.91  (feet)  COMP
 KY0492  MODELED GRAV-     980,032.9   (mgal)                       NAVD 88
 KY0492
 KY0492  VERT ORDER  -  SECOND    CLASS 0
 KY0492
 KY0492.The horizontal coordinates were scaled from a topographic map and have
 KY0492.an estimated accuracy of +/- 6 seconds.
 KY0492
 KY0492.The orthometric height was determined by differential leveling
 KY0492.and adjusted by the National Geodetic Survey in June 1991..
 KY0492
 KY0492.The geoid height was determined by GEOID03.
 KY0492
 KY0492.The dynamic height is computed by dividing the NAVD 88
 KY0492.geopotential number by the normal gravity value computed on the
 KY0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0492.degrees latitude (g = 980.6199 gals.).
 KY0492
 KY0492.The modeled gravity was interpolated from observed gravity values.
 KY0492
 KY0492;                    North         East    Units  Estimated Accuracy
 KY0492;SPC PA S     -    81,040.      368,400.      MT  (+/- 180 meters Scaled)
 KY0492
 KY0492                          SUPERSEDED SURVEY CONTROL
 KY0492
 KY0492  NGVD 29 (??/??/92)  325.221  (m)         1067.00   (f) ADJ UNCH    2 0
 KY0492
 KY0492.Superseded values are not recommended for survey control.
 KY0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0492.See file dsdata.txt to determine how the superseded data were derived.
 KY0492
 KY0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE457313(NAD 83)
 KY0492_MARKER: DB = BENCH MARK DISK
 KY0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0492_STAMPING: B 114 1957
 KY0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0492+STABILITY: SURFACE MOTION
 KY0492
 KY0492  HISTORY     - Date     Condition        Report By
 KY0492  HISTORY     - 1957     MONUMENTED       CGS
 KY0492
 KY0492                          STATION DESCRIPTION
 KY0492
 KY0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0492'1.6 MI SW FROM GOOD INTENT.
 KY0492'ABOUT 1.2 MILES SOUTHWEST ALONG A GRAVEL ROAD FOLLOWING ROBINSON
 KY0492'RUN FROM THE CHURCH AND SCHOOL AT GOOD INTENT, THENCE 0.35 MILE
 KY0492'NORTHWEST ALONG A GRAVEL ROAD, 21 1/2 FEET NORTHEAST OF CENTER
 KY0492'LINE OF ROAD AND NEAR THE BOTTOM OF A SMALL GRADE, 22 FEET
 KY0492'NORTH OF NORTHEAST END OF A 24-INCH PIPE CULVERT UNDER ROAD FOR
 KY0492'A SMALL CREEK BRANCH, 3 FEET NORTH OF A CONCRETE WITNESS POST,
 KY0492'ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST
 KY0492'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0420 ***********************************************************************
 KY0420  DESIGNATION -  B 115
 KY0420  PID         -  KY0420
 KY0420  STATE/COUNTY-  PA/WASHINGTON
 KY0420  USGS QUAD   -  CLAYSVILLE (1977)
 KY0420
 KY0420                         *CURRENT SURVEY CONTROL
 KY0420  ___________________________________________________________________
 KY0420* NAD 83(1986)-  40 07 04.     (N)    080 28 20.     (W)     SCALED    
 KY0420* NAVD 88     -       311.152  (meters)    1020.84   (feet)  ADJUSTED  
 KY0420  ___________________________________________________________________
 KY0420  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KY0420  DYNAMIC HT  -         310.977 (meters)    1020.26  (feet)  COMP
 KY0420  MODELED GRAV-     980,055.0   (mgal)                       NAVD 88
 KY0420
 KY0420  VERT ORDER  -  SECOND    CLASS 0
 KY0420
 KY0420.The horizontal coordinates were scaled from a topographic map and have
 KY0420.an estimated accuracy of +/- 6 seconds.
 KY0420
 KY0420.The orthometric height was determined by differential leveling
 KY0420.and adjusted by the National Geodetic Survey in June 1991..
 KY0420
 KY0420.The geoid height was determined by GEOID03.
 KY0420
 KY0420.The dynamic height is computed by dividing the NAVD 88
 KY0420.geopotential number by the normal gravity value computed on the
 KY0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0420.degrees latitude (g = 980.6199 gals.).
 KY0420
 KY0420.The modeled gravity was interpolated from observed gravity values.
 KY0420
 KY0420;                    North         East    Units  Estimated Accuracy
 KY0420;SPC PA S     -    90,680.      367,980.      MT  (+/- 180 meters Scaled)
 KY0420
 KY0420                          SUPERSEDED SURVEY CONTROL
 KY0420
 KY0420  NGVD 29 (??/??/92)  311.301  (m)         1021.33   (f) ADJ UNCH    2 0
 KY0420
 KY0420.Superseded values are not recommended for survey control.
 KY0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0420.See file dsdata.txt to determine how the superseded data were derived.
 KY0420
 KY0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE449409(NAD 83)
 KY0420_MARKER: DB = BENCH MARK DISK
 KY0420_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0420_SP_SET: OVERPASS
 KY0420_STAMPING: B 115 1935
 KY0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0420
 KY0420  HISTORY     - Date     Condition        Report By
 KY0420  HISTORY     - 1935     MONUMENTED       CGS
 KY0420  HISTORY     - 1960     GOOD             NGS
 KY0420  HISTORY     - 1960     GOOD             NGS
 KY0420
 KY0420                          STATION DESCRIPTION
 KY0420
 KY0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0420'2.8 MI NE FROM WEST ALEXANDER.
 KY0420'ABOUT 2.8 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY0420'FROM THE STATION AT WEST ALEXANDER, ABOUT 3.6 MILES SOUTHWEST
 KY0420'ALONG THE B. AND O. R.R. FROM THE STATION AT CLAYSVILLE, 0.8
 KY0420'MILE SOUTHWEST OF THE CROSSING OF A ROAD LEADING TO DONEGAL
 KY0420'COMPRESSOR PLANT AT VIENNA, BETWEEN MILEAGE POLES 50+8 AND 50+9,
 KY0420'9 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK, IN TOP OF THE
 KY0420'CENTER OF NORTHEAST HEAD WALL OF A 15-FOOT CONCRETE OVERPASS
 KY0420'(NO. 167) OF RAILROAD TRACK OVER A WOODS TRAIL, ON THE OUTSIDE
 KY0420'OF A CURVE, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE TRACK.
 KY0420
 KY0420                          STATION RECOVERY (1960)
 KY0420
 KY0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KY0420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0331 ***********************************************************************
 KY0331  DESIGNATION -  B 116
 KY0331  PID         -  KY0331
 KY0331  STATE/COUNTY-  PA/WASHINGTON
 KY0331  USGS QUAD   -  WASHINGTON EAST (1977)
 KY0331
 KY0331                         *CURRENT SURVEY CONTROL
 KY0331  ___________________________________________________________________
 KY0331* NAD 83(1986)-  40 08 43.     (N)    080 13 48.     (W)     SCALED    
 KY0331* NAVD 88     -       408.930  (meters)    1341.63   (feet)  ADJUSTED  
 KY0331  ___________________________________________________________________
 KY0331  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 KY0331  DYNAMIC HT  -         408.700 (meters)    1340.88  (feet)  COMP
 KY0331  MODELED GRAV-     980,050.1   (mgal)                       NAVD 88
 KY0331
 KY0331  VERT ORDER  -  SECOND    CLASS 0
 KY0331
 KY0331.The horizontal coordinates were scaled from a topographic map and have
 KY0331.an estimated accuracy of +/- 6 seconds.
 KY0331
 KY0331.The orthometric height was determined by differential leveling
 KY0331.and adjusted by the National Geodetic Survey in June 1991..
 KY0331
 KY0331.The geoid height was determined by GEOID03.
 KY0331
 KY0331.The dynamic height is computed by dividing the NAVD 88
 KY0331.geopotential number by the normal gravity value computed on the
 KY0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0331.degrees latitude (g = 980.6199 gals.).
 KY0331
 KY0331.The modeled gravity was interpolated from observed gravity values.
 KY0331
 KY0331;                    North         East    Units  Estimated Accuracy
 KY0331;SPC PA S     -    93,120.      388,710.      MT  (+/- 180 meters Scaled)
 KY0331
 KY0331                          SUPERSEDED SURVEY CONTROL
 KY0331
 KY0331  NGVD 29 (??/??/92)  409.061  (m)         1342.06   (f) ADJ UNCH    2 0
 KY0331
 KY0331.Superseded values are not recommended for survey control.
 KY0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0331.See file dsdata.txt to determine how the superseded data were derived.
 KY0331
 KY0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE655441(NAD 83)
 KY0331_MARKER: DB = BENCH MARK DISK
 KY0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0331_STAMPING: B 116 1935
 KY0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0331+STABILITY: SURFACE MOTION
 KY0331
 KY0331  HISTORY     - Date     Condition        Report By
 KY0331  HISTORY     - 1935     MONUMENTED       CGS
 KY0331  HISTORY     - 1952     GOOD             NGS
 KY0331
 KY0331                          STATION DESCRIPTION
 KY0331
 KY0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KY0331'AT BRADDOCK.
 KY0331'1.9 MILES SOUTHEAST OF THE PENNSYLVANIA RAILROAD STATION AT
 KY0331'WASHINGTON, NEAR THE SITE OF THE OLD BRADDOCK STATION, 24 FEET
 KY0331'NORTHWEST OF THE WAYNESBURG AND WASHINGTON RAILROAD CROSSING,
 KY0331'NEAR THE JUNCTION OF A PAVED NORTHEAST-AND-SOUTHWEST ROAD
 KY0331'AND A DIRT ROAD LEADING NORTHEAST, 61 FEET NORTH OF ONE ROAD,
 KY0331'22 FEET EAST OF THE OTHER ROAD, AND 26 FEET EAST-NORTHEAST
 KY0331'OF THE PAVED ROAD.  A STANDARD DISK, STAMPED B 116 1935 AND
 KY0331'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0527 ***********************************************************************
 KX0527  DESIGNATION -  B 117
 KX0527  PID         -  KX0527
 KX0527  STATE/COUNTY-  PA/SOMERSET
 KX0527  USGS QUAD   -  HOOVERSVILLE (1994)
 KX0527
 KX0527                         *CURRENT SURVEY CONTROL
 KX0527  ___________________________________________________________________
 KX0527* NAD 83(1986)-  40 12 32.     (N)    078 55 36.     (W)     SCALED    
 KX0527* NAVD 88     -       467.684  (meters)    1534.39   (feet)  ADJUSTED  
 KX0527  ___________________________________________________________________
 KX0527  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 KX0527  DYNAMIC HT  -         467.423 (meters)    1533.54  (feet)  COMP
 KX0527  MODELED GRAV-     980,053.1   (mgal)                       NAVD 88
 KX0527
 KX0527  VERT ORDER  -  SECOND    CLASS 0
 KX0527
 KX0527.The horizontal coordinates were scaled from a topographic map and have
 KX0527.an estimated accuracy of +/- 6 seconds.
 KX0527
 KX0527.The orthometric height was determined by differential leveling
 KX0527.and adjusted by the National Geodetic Survey in June 1991..
 KX0527
 KX0527.The geoid height was determined by GEOID03.
 KX0527
 KX0527.The dynamic height is computed by dividing the NAVD 88
 KX0527.geopotential number by the normal gravity value computed on the
 KX0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0527.degrees latitude (g = 980.6199 gals.).
 KX0527
 KX0527.The modeled gravity was interpolated from observed gravity values.
 KX0527
 KX0527;                    North         East    Units  Estimated Accuracy
 KX0527;SPC PA S     -    97,880.      499,830.      MT  (+/- 180 meters Scaled)
 KX0527
 KX0527                          SUPERSEDED SURVEY CONTROL
 KX0527
 KX0527  NGVD 29 (??/??/92)  467.836  (m)         1534.89   (f) ADJ UNCH    2 0
 KX0527
 KX0527.Superseded values are not recommended for survey control.
 KX0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0527.See file dsdata.txt to determine how the superseded data were derived.
 KX0527
 KX0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE764530(NAD 83)
 KX0527_MARKER: DB = BENCH MARK DISK
 KX0527_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0527_SP_SET: ABUTMENT
 KX0527_STAMPING: B 117 1935
 KX0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0527
 KX0527  HISTORY     - Date     Condition        Report By
 KX0527  HISTORY     - 1935     MONUMENTED       CGS
 KX0527  HISTORY     - 1967     GOOD             NGS
 KX0527
 KX0527                          STATION DESCRIPTION
 KX0527
 KX0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0527'AT HOLSOPPLE.
 KX0527'AT HOLSOPPLE, SOMERSET COUNTY, ABOUT 142 FEET NORTH OF THE
 KX0527'BALTIMORE AND OHIO RAILROAD STATION, AT BRIDGE 246 OVER STONY
 KX0527'CREEK, IN THE TOP OF THE WEST SIDE OF THE SOUTH ABUTMENT, AND
 KX0527'OPPOSITE POLE 32+4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0474 ***********************************************************************
 KX0474  DESIGNATION -  B 118
 KX0474  PID         -  KX0474
 KX0474  STATE/COUNTY-  PA/CAMBRIA
 KX0474  USGS QUAD   -  JOHNSTOWN (1981)
 KX0474
 KX0474                         *CURRENT SURVEY CONTROL
 KX0474  ___________________________________________________________________
 KX0474* NAD 83(1986)-  40 19 47.     (N)    078 55 17.     (W)     SCALED    
 KX0474* NAVD 88     -       357.079  (meters)    1171.52   (feet)  ADJUSTED  
 KX0474  ___________________________________________________________________
 KX0474  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KX0474  DYNAMIC HT  -         356.889 (meters)    1170.89  (feet)  COMP
 KX0474  MODELED GRAV-     980,083.4   (mgal)                       NAVD 88
 KX0474
 KX0474  VERT ORDER  -  FIRST     CLASS I
 KX0474
 KX0474.The horizontal coordinates were scaled from a topographic map and have
 KX0474.an estimated accuracy of +/- 6 seconds.
 KX0474
 KX0474.The orthometric height was determined by differential leveling
 KX0474.and adjusted by the National Geodetic Survey in June 1991..
 KX0474.WARNING-Repeat measurements at this control monument indicate possible
 KX0474.vertical movement.
 KX0474
 KX0474.The geoid height was determined by GEOID03.
 KX0474
 KX0474.The dynamic height is computed by dividing the NAVD 88
 KX0474.geopotential number by the normal gravity value computed on the
 KX0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0474.degrees latitude (g = 980.6199 gals.).
 KX0474
 KX0474.The modeled gravity was interpolated from observed gravity values.
 KX0474
 KX0474;                    North         East    Units  Estimated Accuracy
 KX0474;SPC PA S     -   111,290.      500,460.      MT  (+/- 180 meters Scaled)
 KX0474
 KX0474                          SUPERSEDED SURVEY CONTROL
 KX0474
 KX0474  NGVD 29 (??/??/92)  357.252  (m)         1172.08   (f) ADJ UNCH    1 1
 KX0474
 KX0474.Superseded values are not recommended for survey control.
 KX0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0474.See file dsdata.txt to determine how the superseded data were derived.
 KX0474
 KX0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE765664(NAD 83)
 KX0474_MARKER: DB = BENCH MARK DISK
 KX0474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0474_SP_SET: WINGWALL
 KX0474_STAMPING: B 118 1935
 KX0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0474
 KX0474  HISTORY     - Date     Condition        Report By
 KX0474  HISTORY     - 1935     MONUMENTED       CGS
 KX0474  HISTORY     - 1966     GOOD             NGS
 KX0474  HISTORY     - 1973     GOOD             NGS
 KX0474
 KX0474                          STATION DESCRIPTION
 KX0474
 KX0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0474'AT JOHNSTOWN.
 KX0474'AT JOHNSTOWN, ALONG THE PENNSYLVANIA RAILROAD, SET ON THE
 KX0474'TOP OF THE SOUTHWEST END OF A CONCRETE WING WALL ON THE
 KX0474'SOUTHEAST END OF A CONCRETE RETAINING WALL WHICH RUNS NORTHWEST
 KX0474'AND SOUTHEAST ALONG THE NORTHEAST SIDE OF THE STATION, 88.8
 KX0474'FEET SOUTHEAST OF THE EAST CORNER OF THE STATION, 31.8 FEET
 KX0474'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK, 23.5
 KX0474'FEET SOUTHWEST OF BENCH MARK BOLT (PRR) DESCRIBED, 0.1 MILE
 KX0474'EAST OF MILEPOST 275, AND ABOUT 11 FEET BELOW THE LEVEL OF THE
 KX0474'TRACK.
 KX0474
 KX0474                          STATION RECOVERY (1973)
 KX0474
 KX0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KX0474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JX0045 ***********************************************************************
 JX0045  DESIGNATION -  B 119
 JX0045  PID         -  JX0045
 JX0045  STATE/COUNTY-  PA/GREENE
 JX0045  USGS QUAD   -  OSAGE (1997)
 JX0045
 JX0045                         *CURRENT SURVEY CONTROL
 JX0045  ___________________________________________________________________
 JX0045* NAD 83(1986)-  39 44 09.     (N)    080 03 56.     (W)     SCALED    
 JX0045* NAVD 88     -       274.805  (meters)     901.59   (feet)  ADJUSTED  
 JX0045  ___________________________________________________________________
 JX0045  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 JX0045  DYNAMIC HT  -         274.647 (meters)     901.07  (feet)  COMP
 JX0045  MODELED GRAV-     980,042.4   (mgal)                       NAVD 88
 JX0045
 JX0045  VERT ORDER  -  SECOND    CLASS 0
 JX0045
 JX0045.The horizontal coordinates were scaled from a topographic map and have
 JX0045.an estimated accuracy of +/- 6 seconds.
 JX0045
 JX0045.The orthometric height was determined by differential leveling
 JX0045.and adjusted by the National Geodetic Survey in June 1991..
 JX0045
 JX0045.The geoid height was determined by GEOID03.
 JX0045
 JX0045.The dynamic height is computed by dividing the NAVD 88
 JX0045.geopotential number by the normal gravity value computed on the
 JX0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0045.degrees latitude (g = 980.6199 gals.).
 JX0045
 JX0045.The modeled gravity was interpolated from observed gravity values.
 JX0045
 JX0045;                    North         East    Units  Estimated Accuracy
 JX0045;SPC PA S     -    47,290.      401,520.      MT  (+/- 180 meters Scaled)
 JX0045
 JX0045                          SUPERSEDED SURVEY CONTROL
 JX0045
 JX0045  NGVD 29 (??/??/92)  274.933  (m)          902.01   (f) ADJ UNCH    2 0
 JX0045
 JX0045.Superseded values are not recommended for survey control.
 JX0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0045.See file dsdata.txt to determine how the superseded data were derived.
 JX0045
 JX0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND800988(NAD 83)
 JX0045_MARKER: DB = BENCH MARK DISK
 JX0045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0045_SP_SET: BRIDGE
 JX0045_STAMPING: B 119 1935
 JX0045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0045
 JX0045  HISTORY     - Date     Condition        Report By
 JX0045  HISTORY     - 1935     MONUMENTED       CGS
 JX0045
 JX0045                          STATION DESCRIPTION
 JX0045
 JX0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0045'AT MOUNT MORRIS.
 JX0045'AT MOUNT MORRIS, GREENE COUNTY, 0.2 MI E OF THE MOUNT MORRIS
 JX0045'HIGH SCHOOL, AT A STEEL-GIRDER OVER DUNKARD CREEK, AND IN THE
 JX0045'TOP OF THE SOUTHEAST SIDE OF THE SOUTH CONCRETE ABUTMENT.  A
 JX0045'STANDARD DISK STAMPED B 119 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1485 ***********************************************************************
 KV1485  DESIGNATION -  B 12
 KV1485  PID         -  KV1485
 KV1485  STATE/COUNTY-  PA/NORTHAMPTON
 KV1485  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV1485
 KV1485                         *CURRENT SURVEY CONTROL
 KV1485  ___________________________________________________________________
 KV1485* NAD 83(1986)-  40 36 58.     (N)    075 22 51.     (W)     SCALED    
 KV1485* NAVD 88     -        71.896  (meters)     235.88   (feet)  ADJUSTED  
 KV1485  ___________________________________________________________________
 KV1485  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 KV1485  DYNAMIC HT  -          71.862 (meters)     235.77  (feet)  COMP
 KV1485  MODELED GRAV-     980,145.6   (mgal)                       NAVD 88
 KV1485
 KV1485  VERT ORDER  -  FIRST     CLASS II
 KV1485
 KV1485.The horizontal coordinates were scaled from a topographic map and have
 KV1485.an estimated accuracy of +/- 6 seconds.
 KV1485
 KV1485.The orthometric height was determined by differential leveling
 KV1485.and adjusted by the National Geodetic Survey in June 1991..
 KV1485.WARNING-Repeat measurements at this control monument indicate possible
 KV1485.vertical movement.
 KV1485
 KV1485.The geoid height was determined by GEOID03.
 KV1485
 KV1485.The dynamic height is computed by dividing the NAVD 88
 KV1485.geopotential number by the normal gravity value computed on the
 KV1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1485.degrees latitude (g = 980.6199 gals.).
 KV1485
 KV1485.The modeled gravity was interpolated from observed gravity values.
 KV1485
 KV1485;                    North         East    Units  Estimated Accuracy
 KV1485;SPC PA S     -   145,120.      800,450.      MT  (+/- 180 meters Scaled)
 KV1485
 KV1485                          SUPERSEDED SURVEY CONTROL
 KV1485
 KV1485  NGVD 29 (??/??/??)   72.092  (m)          236.52   (f) ADJUSTED    1 2
 KV1485
 KV1485.Superseded values are not recommended for survey control.
 KV1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1485.See file dsdata.txt to determine how the superseded data were derived.
 KV1485
 KV1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK677962(NAD 83)
 KV1485_MARKER: DB = BENCH MARK DISK
 KV1485_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1485_SP_SET: ABUTMENT
 KV1485_STAMPING: 236.522 B 12 1932
 KV1485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1485_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1485+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2004
 KV1485
 KV1485  HISTORY     - Date     Condition        Report By
 KV1485  HISTORY     - 1932     MONUMENTED       CGS
 KV1485  HISTORY     - 1960     MARK NOT FOUND   CGS
 KV1485  HISTORY     - 1975     GOOD             USGS
 KV1485  HISTORY     - 1979     GOOD             NGS
 KV1485  HISTORY     - 1984     GOOD             USPSQD
 KV1485  HISTORY     - 19940506 GOOD             USPSQD
 KV1485  HISTORY     - 20040221 GOOD             USPSQD
 KV1485  HISTORY     - 20060227 GOOD             PADT
 KV1485
 KV1485                          STATION DESCRIPTION
 KV1485
 KV1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1485'AT BETHLEHEM.
 KV1485'AT BETHLEHAM NORTHAMPTON COUNTY, ON THE CENTRAL RAILROAD OF
 KV1485'NEW JERSEY, 100 YARDS EAST OF THE PASSENGER STATION, ABOUT 1/4
 KV1485'MILE WEST OF MILEPOST 84, AT BRIDGE 84/248 AND IN THE TOP OF
 KV1485'THE SOUTH END OF THE EAST ABUTMENT.  A STANDARD DISK, STAMPED
 KV1485'236.522 B 12 1932.
 KV1485
 KV1485                          STATION RECOVERY (1960)
 KV1485
 KV1485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KV1485'MARK NOT FOUND.
 KV1485
 KV1485                          STATION RECOVERY (1975)
 KV1485
 KV1485'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KV1485'IT APPEARS THAT BM B
 KV1485'12 HAS BEEN RESET. A LEVEL RUN BETWEEN BM C 12, BM 8434 AND BM B 12
 KV1485'ESTABLISHED A DATUM CORRECTION OF + .03 FOR BM B 12.
 KV1485
 KV1485                          STATION RECOVERY (1979)
 KV1485
 KV1485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV1485'RECOVERED IN GOOD CONDITION.
 KV1485
 KV1485                          STATION RECOVERY (1984)
 KV1485
 KV1485'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV1485'RECOVERED IN GOOD CONDITION.
 KV1485
 KV1485                          STATION RECOVERY (1994)
 KV1485
 KV1485'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1485'RECOVERED IN GOOD CONDITION.
 KV1485
 KV1485                          STATION RECOVERY (2004)
 KV1485
 KV1485'RECOVERY NOTE BY US POWER SQUADRON 2004 (ML)
 KV1485'RECOVERED IN GOOD CONDITION.
 KV1485
 KV1485                          STATION RECOVERY (2006)
 KV1485
 KV1485'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (SQ)
 KV1485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JX0016 ***********************************************************************
 JX0016  DESIGNATION -  B 120
 JX0016  PID         -  JX0016
 JX0016  STATE/COUNTY-  PA/GREENE
 JX0016  USGS QUAD   -  MATHER (1994)
 JX0016
 JX0016                         *CURRENT SURVEY CONTROL
 JX0016  ___________________________________________________________________
 JX0016* NAD 83(1986)-  39 58 04.     (N)    080 01 06.     (W)     SCALED    
 JX0016* NAVD 88     -       337.695  (meters)    1107.92   (feet)  ADJUSTED  
 JX0016  ___________________________________________________________________
 JX0016  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JX0016  DYNAMIC HT  -         337.504 (meters)    1107.29  (feet)  COMP
 JX0016  MODELED GRAV-     980,051.7   (mgal)                       NAVD 88
 JX0016
 JX0016  VERT ORDER  -  SECOND    CLASS 0
 JX0016
 JX0016.The horizontal coordinates were scaled from a topographic map and have
 JX0016.an estimated accuracy of +/- 6 seconds.
 JX0016
 JX0016.The orthometric height was determined by differential leveling
 JX0016.and adjusted by the National Geodetic Survey in June 1991..
 JX0016
 JX0016.The geoid height was determined by GEOID03.
 JX0016
 JX0016.The dynamic height is computed by dividing the NAVD 88
 JX0016.geopotential number by the normal gravity value computed on the
 JX0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0016.degrees latitude (g = 980.6199 gals.).
 JX0016
 JX0016.The modeled gravity was interpolated from observed gravity values.
 JX0016
 JX0016;                    North         East    Units  Estimated Accuracy
 JX0016;SPC PA S     -    72,930.      406,230.      MT  (+/- 180 meters Scaled)
 JX0016
 JX0016                          SUPERSEDED SURVEY CONTROL
 JX0016
 JX0016  NGVD 29 (??/??/92)  337.846  (m)         1108.42   (f) ADJ UNCH    2 0
 JX0016
 JX0016.Superseded values are not recommended for survey control.
 JX0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0016.See file dsdata.txt to determine how the superseded data were derived.
 JX0016
 JX0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE838246(NAD 83)
 JX0016_MARKER: DB = BENCH MARK DISK
 JX0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0016_STAMPING: B 120 1935
 JX0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0016+STABILITY: SURFACE MOTION
 JX0016
 JX0016  HISTORY     - Date     Condition        Report By
 JX0016  HISTORY     - 1935     MONUMENTED       CGS
 JX0016  HISTORY     - 1936     GOOD             NGS
 JX0016
 JX0016                          STATION DESCRIPTION
 JX0016
 JX0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 JX0016'2.5 MI SW FROM MILLSBORO.
 JX0016'IN GREENE COUNTY, ABOUT 2.5 MILES SOUTHWEST ALONG STATE HIGHWAY
 JX0016'88 FROM A HIGH SCHOOL AT MILLSBORO, WASHINGTON COUNTY, ABOUT 125
 JX0016'FEET SOUTHWEST OF A TWO-STORY FRAME FARMHOUSE NEAR THE TOP OF A
 JX0016'HILL, AND 30 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A
 JX0016'STANDARD DISK, STAMPED B 120 1935 AND SET IN THE TOP OF A
 JX0016'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0614 ***********************************************************************
 JW0614  DESIGNATION -  B 121
 JW0614  PID         -  JW0614
 JW0614  STATE/COUNTY-  PA/SOMERSET
 JW0614  USGS QUAD   -  CONFLUENCE (1994)
 JW0614
 JW0614                         *CURRENT SURVEY CONTROL
 JW0614  ___________________________________________________________________
 JW0614* NAD 83(1986)-  39 47 52.     (N)    079 22 04.     (W)     SCALED    
 JW0614* NAVD 88     -       404.304  (meters)    1326.45   (feet)  ADJUSTED  
 JW0614  ___________________________________________________________________
 JW0614  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 JW0614  DYNAMIC HT  -         404.055 (meters)    1325.64  (feet)  COMP
 JW0614  MODELED GRAV-     979,997.8   (mgal)                       NAVD 88
 JW0614
 JW0614  VERT ORDER  -  SECOND    CLASS 0
 JW0614
 JW0614.The horizontal coordinates were scaled from a topographic map and have
 JW0614.an estimated accuracy of +/- 6 seconds.
 JW0614
 JW0614.The orthometric height was determined by differential leveling
 JW0614.and adjusted by the National Geodetic Survey in June 1991..
 JW0614
 JW0614.The geoid height was determined by GEOID03.
 JW0614
 JW0614.The dynamic height is computed by dividing the NAVD 88
 JW0614.geopotential number by the normal gravity value computed on the
 JW0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0614.degrees latitude (g = 980.6199 gals.).
 JW0614
 JW0614.The modeled gravity was interpolated from observed gravity values.
 JW0614
 JW0614;                    North         East    Units  Estimated Accuracy
 JW0614;SPC PA S     -    52,840.      461,450.      MT  (+/- 180 meters Scaled)
 JW0614
 JW0614                          SUPERSEDED SURVEY CONTROL
 JW0614
 JW0614  NGVD 29 (??/??/92)  404.466  (m)         1326.99   (f) ADJ UNCH    2 0
 JW0614
 JW0614.Superseded values are not recommended for survey control.
 JW0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0614.See file dsdata.txt to determine how the superseded data were derived.
 JW0614
 JW0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE397065(NAD 83)
 JW0614_MARKER: DB = BENCH MARK DISK
 JW0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0614_STAMPING: B 121 1935
 JW0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0614+STABILITY: SURFACE MOTION
 JW0614
 JW0614  HISTORY     - Date     Condition        Report By
 JW0614  HISTORY     - 1935     MONUMENTED       CGS
 JW0614
 JW0614                          STATION DESCRIPTION
 JW0614
 JW0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0614'1.2 MI S FROM CONFLUENCE.
 JW0614'1.2 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0614'STATION AT CONFLUENCE, SOMERSET COUNTY, OPPOSITE POLE 0+24, AT A
 JW0614'ROAD CROSSING, 36 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY
 JW0614'53, AND 18 FEET WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD
 JW0614'DISK, STAMPED B 121 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0400 ***********************************************************************
 KX0400  DESIGNATION -  B 122
 KX0400  PID         -  KX0400
 KX0400  STATE/COUNTY-  PA/BLAIR
 KX0400  USGS QUAD   -  CRESSON (1984)
 KX0400
 KX0400                         *CURRENT SURVEY CONTROL
 KX0400  ___________________________________________________________________
 KX0400* NAD 83(1986)-  40 28 43.     (N)    078 32 02.     (W)     SCALED    
 KX0400* NAVD 88     -       642.818  (meters)    2108.98   (feet)  ADJUSTED  
 KX0400  ___________________________________________________________________
 KX0400  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KX0400  DYNAMIC HT  -         642.457 (meters)    2107.79  (feet)  COMP
 KX0400  MODELED GRAV-     980,041.0   (mgal)                       NAVD 88
 KX0400
 KX0400  VERT ORDER  -  FIRST     CLASS I
 KX0400
 KX0400.The horizontal coordinates were scaled from a topographic map and have
 KX0400.an estimated accuracy of +/- 6 seconds.
 KX0400
 KX0400.The orthometric height was determined by differential leveling
 KX0400.and adjusted by the National Geodetic Survey in June 1991..
 KX0400
 KX0400.The geoid height was determined by GEOID03.
 KX0400
 KX0400.The dynamic height is computed by dividing the NAVD 88
 KX0400.geopotential number by the normal gravity value computed on the
 KX0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0400.degrees latitude (g = 980.6199 gals.).
 KX0400
 KX0400.The modeled gravity was interpolated from observed gravity values.
 KX0400
 KX0400;                    North         East    Units  Estimated Accuracy
 KX0400;SPC PA S     -   127,460.      533,530.      MT  (+/- 180 meters Scaled)
 KX0400
 KX0400                          SUPERSEDED SURVEY CONTROL
 KX0400
 KX0400  NGVD 29 (??/??/92)  642.952  (m)         2109.42   (f) ADJ UNCH    1 1
 KX0400
 KX0400.Superseded values are not recommended for survey control.
 KX0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0400.See file dsdata.txt to determine how the superseded data were derived.
 KX0400
 KX0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE090838(NAD 83)
 KX0400_MARKER: DB = BENCH MARK DISK
 KX0400_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0400_SP_SET: SIGNAL BRIDGE FOUNDATION
 KX0400_STAMPING: B 122 1941
 KX0400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0400
 KX0400  HISTORY     - Date     Condition        Report By
 KX0400  HISTORY     - 1941     MONUMENTED       CGS
 KX0400  HISTORY     - 1966     GOOD             NGS
 KX0400  HISTORY     - 20060112 MARK NOT FOUND   INDIV
 KX0400
 KX0400                          STATION DESCRIPTION
 KX0400
 KX0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0400'1 MI E FROM GALLITZIN.
 KX0400'ABOUT 0.95 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0400'JACKSON STREET OVERPASS AT GALLITZIN, 795 FEET WEST OF MILEPOST
 KX0400'247, 364 YARDS EAST OF THE EAST ENTRANCE TO TUNNELS 3 AND 4, SET
 KX0400'ON THE TOP OF THE LOWER SHELF OF CONCRETE FOUNDATION FOR SIGNAL
 KX0400'BRIDGE, 5.0 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK OF
 KX0400'WEST BOUND TRACKS, 1.5 FEET WEST OF THE NORTHEAST CORNER OF THE
 KX0400'CONCRETE FOUNDATION AND 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
 KX0400
 KX0400                          STATION RECOVERY (2006)
 KX0400
 KX0400'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JDY)
 KX0400'STATION APPEARS TO BE DESTROYED. BRIDGE HAS BEEN REMOVED AND
 KX0400'FOUNDATION HAS BEEN BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF7166 ***********************************************************************
 DF7166  DESIGNATION -  B 122
 DF7166  PID         -  DF7166
 DF7166  STATE/COUNTY-  PA/CAMERON
 DF7166  USGS QUAD   -  WEST CREEK (1981)
 DF7166
 DF7166                         *CURRENT SURVEY CONTROL
 DF7166  ___________________________________________________________________
 DF7166* NAD 83(1996)-  41 28 53.02006(N)    078 17 10.86790(W)     ADJUSTED  
 DF7166* NAVD 88     -       579.7    (meters)    1902.     (feet)  GPS OBS   
 DF7166  ___________________________________________________________________
 DF7166  X           -     971,607.057 (meters)                     COMP
 DF7166  Y           -  -4,686,091.542 (meters)                     COMP
 DF7166  Z           -   4,202,987.235 (meters)                     COMP
 DF7166  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 DF7166  ELLIP HEIGHT-         547.78  (meters)          (08/14/03) GPS OBS
 DF7166  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 DF7166
 DF7166  HORZ ORDER  -  B
 DF7166  ELLP ORDER  -  THIRD     CLASS II
 DF7166
 DF7166.The horizontal coordinates were established by GPS observations
 DF7166.and adjusted by the TERRASURV in August 2003..
 DF7166
 DF7166.The orthometric height was determined by GPS observations and a
 DF7166.high-resolution geoid model.
 DF7166
 DF7166.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7166
 DF7166.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7166
 DF7166.The ellipsoidal height was determined by GPS observations
 DF7166.and is referenced to NAD 83.
 DF7166
 DF7166.The geoid height was determined by GEOID03.
 DF7166
 DF7166;                    North         East     Units Scale Factor Converg.
 DF7166;SPC PA N     -   146,144.536   555,206.023   MT  0.99995746   -0 21 17.3
 DF7166;SPC PA N     -   479,475.87  1,821,538.43   sFT  0.99995746   -0 21 17.3
 DF7166;UTM  17      - 4,595,753.905   726,563.906   MT  1.00023175   +1 47 53.6
 DF7166
 DF7166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7166!SPC PA N     -   0.99991409  x   0.99995746  =   0.99987155
 DF7166!UTM  17      -   0.99991409  x   1.00023175  =   1.00014582
 DF7166
 DF7166                          SUPERSEDED SURVEY CONTROL
 DF7166
 DF7166.No superseded survey control is available for this station.
 DF7166
 DF7166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF2656495754(NAD 83)
 DF7166_MARKER: Z = SEE DESCRIPTION
 DF7166_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7166_STAMPING: B122 2000
 DF7166_MARK LOGO: PADT  
 DF7166_PROJECTION: FLUSH
 DF7166_MAGNETIC: I = MARKER IS A STEEL ROD
 DF7166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7166+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 DF7166
 DF7166  HISTORY     - Date     Condition        Report By
 DF7166  HISTORY     - 20000901 MONUMENTED       PADT
 DF7166
 DF7166                          STATION DESCRIPTION
 DF7166
 DF7166'DESCRIBED BY PA DEPT OF TRANSP 2000 (CH)
 DF7166'THE STATION IS ABOUT 5.3 KM (3.3 MILES) SW OF EMPORIUM, ON PROPERTY
 DF7166'OWNED BY PENNDOT, IN
 DF7166'THE RIGHT OF WAY OF STATE ROUTE 3001. THE STATION IS SOUTH OF THE
 DF7166'SOUTH EDGE OF THE
 DF7166'ROADWAY AND FLUSH WITH THE GROUND. THE STATION IS NEAR LYONS FARM.
 DF7166' 
 DF7166'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 120 AND
 DF7166'STATE ROUTE 3001 IN
 DF7166'EMPORIUM, GO SOUTHWESTERLY ON STATE ROUTE 3001 FOR 11.4 KM (7.1 MILES)
 DF7166'TO THE STATION ON
 DF7166'THE LEFT AT LYONS FARM.
 DF7166' 
 DF7166'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 DF7166'REFUSAL A DEPTH OF 3
 DF7166'METERS (10 FEET). THE ROD IS ENCASED IN A PVC PLASTIC PIPE WITH A
 DF7166'PENNDOT LOGO CAP
 DF7166'SURROUNDED BY CONCRETE. THE CAP IS STAMPED B122 2000 AND IS FLUSH WITH
 DF7166'THE GROUND. THE
 DF7166'STATION IS 5.5 METERS (18 FEET) SOUTH  OF THE CENTERLINE OF THE
 DF7166'ROADWAY, 2.4 METERS (8
 DF7166'FEET) NORTH OF AN ELECTRIC FENCE, WEST OF A GRAVEL DRIVE AND NEAR A
 DF7166'CARSONITE WITNESS
 DF7166'POST.
 DF7166'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0457 ***********************************************************************
 KX0457  DESIGNATION -  B 123
 KX0457  PID         -  KX0457
 KX0457  STATE/COUNTY-  PA/CAMBRIA
 KX0457  USGS QUAD   -  GEISTOWN (1993)
 KX0457
 KX0457                         *CURRENT SURVEY CONTROL
 KX0457  ___________________________________________________________________
 KX0457* NAD 83(1986)-  40 21 06.     (N)    078 52 00.     (W)     SCALED    
 KX0457* NAVD 88     -       390.595  (meters)    1281.48   (feet)  ADJUSTED  
 KX0457  ___________________________________________________________________
 KX0457  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KX0457  DYNAMIC HT  -         390.384 (meters)    1280.78  (feet)  COMP
 KX0457  MODELED GRAV-     980,074.6   (mgal)                       NAVD 88
 KX0457
 KX0457  VERT ORDER  -  FIRST     CLASS I
 KX0457
 KX0457.The horizontal coordinates were scaled from a topographic map and have
 KX0457.an estimated accuracy of +/- 6 seconds.
 KX0457
 KX0457.The orthometric height was determined by differential leveling
 KX0457.and adjusted by the National Geodetic Survey in June 1991..
 KX0457
 KX0457.The geoid height was determined by GEOID03.
 KX0457
 KX0457.The dynamic height is computed by dividing the NAVD 88
 KX0457.geopotential number by the normal gravity value computed on the
 KX0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0457.degrees latitude (g = 980.6199 gals.).
 KX0457
 KX0457.The modeled gravity was interpolated from observed gravity values.
 KX0457
 KX0457;                    North         East    Units  Estimated Accuracy
 KX0457;SPC PA S     -   113,670.      505,140.      MT  (+/- 180 meters Scaled)
 KX0457
 KX0457                          SUPERSEDED SURVEY CONTROL
 KX0457
 KX0457  NGVD 29 (??/??/92)  390.756  (m)         1282.01   (f) ADJ UNCH    1 1
 KX0457
 KX0457.Superseded values are not recommended for survey control.
 KX0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0457.See file dsdata.txt to determine how the superseded data were derived.
 KX0457
 KX0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE811689(NAD 83)
 KX0457_MARKER: DB = BENCH MARK DISK
 KX0457_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0457_SP_SET: SIGNAL BRIDGE BASE
 KX0457_STAMPING: B 123 1941
 KX0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0457
 KX0457  HISTORY     - Date     Condition        Report By
 KX0457  HISTORY     - 1941     MONUMENTED       CGS
 KX0457  HISTORY     - 1966     GOOD             NGS
 KX0457
 KX0457                          STATION DESCRIPTION
 KX0457
 KX0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0457'3.8 MI NE FROM JOHNSTOWN.
 KX0457'ABOUT 3.8 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX0457'THE STATION AT JOHNSTOWN, 0.3 MILE SOUTHWEST OF MILEPOST 271, SET
 KX0457'ON THE TOP OF THE SOUTHEAST CORNER OF THE NORTHWEST CONCRETE BASE
 KX0457'FOR SIGNAL BRIDGE NO. 271-3, 5.6 FEET NORTH OF THE NORTH RAIL
 KX0457'OF THE NORTH TRACK AND 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF7167 ***********************************************************************
 DF7167  DESIGNATION -  B 123
 DF7167  PID         -  DF7167
 DF7167  STATE/COUNTY-  PA/CENTRE
 DF7167  USGS QUAD   -  MILLHEIM (1973)
 DF7167
 DF7167                         *CURRENT SURVEY CONTROL
 DF7167  ___________________________________________________________________
 DF7167* NAD 83(1996)-  40 53 14.45211(N)    077 29 24.10026(W)     ADJUSTED  
 DF7167* NAVD 88     -       357.9    (meters)    1174.     (feet)  GPS OBS   
 DF7167  ___________________________________________________________________
 DF7167  X           -   1,046,014.937 (meters)                     COMP
 DF7167  Y           -  -4,714,385.269 (meters)                     COMP
 DF7167  Z           -   4,153,185.943 (meters)                     COMP
 DF7167  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 DF7167  ELLIP HEIGHT-         324.61  (meters)          (08/14/03) GPS OBS
 DF7167  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 DF7167
 DF7167  HORZ ORDER  -  B
 DF7167  ELLP ORDER  -  THIRD     CLASS II
 DF7167
 DF7167.The horizontal coordinates were established by GPS observations
 DF7167.and adjusted by the TERRASURV in August 2003..
 DF7167
 DF7167.The orthometric height was determined by GPS observations and a
 DF7167.high-resolution geoid model.
 DF7167
 DF7167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7167
 DF7167.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7167
 DF7167.The ellipsoidal height was determined by GPS observations
 DF7167.and is referenced to NAD 83.
 DF7167
 DF7167.The geoid height was determined by GEOID03.
 DF7167
 DF7167;                    North         East     Units Scale Factor Converg.
 DF7167;SPC PA N     -    80,067.409   621,909.956   MT  0.99999935   +0 10 19.1
 DF7167;SPC PA N     -   262,687.82  2,040,382.91   sFT  0.99999935   +0 10 19.1
 DF7167;UTM  18      - 4,529,236.581   290,219.123   MT  1.00014169   -1 37 49.8
 DF7167
 DF7167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7167!SPC PA N     -   0.99994908  x   0.99999935  =   0.99994843
 DF7167!UTM  18      -   0.99994908  x   1.00014169  =   1.00009077
 DF7167
 DF7167                          SUPERSEDED SURVEY CONTROL
 DF7167
 DF7167.No superseded survey control is available for this station.
 DF7167
 DF7167_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL9021929237(NAD 83)
 DF7167_MARKER: Z = SEE DESCRIPTION
 DF7167_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7167_STAMPING: B123 2000
 DF7167_MARK LOGO: PADT  
 DF7167_PROJECTION: FLUSH
 DF7167_MAGNETIC: I = MARKER IS A STEEL ROD
 DF7167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7167+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 DF7167
 DF7167  HISTORY     - Date     Condition        Report By
 DF7167  HISTORY     - 20000901 MONUMENTED       PADT
 DF7167
 DF7167                          STATION DESCRIPTION
 DF7167
 DF7167'DESCRIBED BY PA DEPT OF TRANSP 2000 (CH)
 DF7167'THE STATION IS ABOUT 32 KM (20 MILES) NE OF STATE COLLEGE AND 1.1 KM
 DF7167'(0.7 MILES)  WESTERLY OF
 DF7167'MILLHEIM, ON PROPERTY OWNED BY PENNDOT, IN THE RIGHT OF WAY OF STATE
 DF7167'ROUTE 45. THE
 DF7167'STATION IS NORTH OF THE NORTH EDGE OF THE ROADWAY AND FLUSH WITH THE
 DF7167'GROUND. THE
 DF7167'STATION IS APPROXIMATELY 0.2 KM (0.1 MILE) WEST OF THE MILLHEIM
 DF7167'BOROUGH LINE.
 DF7167' 
 DF7167'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 45 AND STATE
 DF7167'ROUTE 445  IN
 DF7167'MILLHEIM, GO WESTERLY ON STATE ROUTE 45 FOR 1.1 KM (0.7 MILES) TO THE
 DF7167'STATION ON THE RIGHT.
 DF7167' 
 DF7167'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 DF7167'REFUSAL. THE ROD IS
 DF7167'ENCASED IN A PVC PLASTIC PIPE WITH A PENNDOT LOGO CAP SURROUNDED BY
 DF7167'CONCRETE. THE CAP
 DF7167'IS STAMPED B123 2000 AND IS FLUSH WITH THE GROUND. THE ROD IS RECESSED
 DF7167'10 CM BELOW THE
 DF7167'ACCESS COVER. THE STATION IS 26.5 METERS (87 FEET)  WEST  OF POLE
 DF7167'731152, 36 METERS (118.1
 DF7167'FEET) EAST OF POLE 731151, AND 6.1 METERS (20 FEET) NORTH OF THE
 DF7167'CENTERLINE OF THE
 DF7167'ROADWAY.
 DF7167'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0985 ***********************************************************************
 KX0985  DESIGNATION -  B 124
 KX0985  PID         -  KX0985
 KX0985  STATE/COUNTY-  PA/WESTMORELAND
 KX0985  USGS QUAD   -  BOLIVAR (1993)
 KX0985
 KX0985                         *CURRENT SURVEY CONTROL
 KX0985  ___________________________________________________________________
 KX0985* NAD 83(1986)-  40 24 37.     (N)    079 11 49.     (W)     SCALED    
 KX0985* NAVD 88     -       337.612  (meters)    1107.65   (feet)  ADJUSTED  
 KX0985  ___________________________________________________________________
 KX0985  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KX0985  DYNAMIC HT  -         337.434 (meters)    1107.06  (feet)  COMP
 KX0985  MODELED GRAV-     980,090.3   (mgal)                       NAVD 88
 KX0985
 KX0985  VERT ORDER  -  FIRST     CLASS I
 KX0985
 KX0985.The horizontal coordinates were scaled from a topographic map and have
 KX0985.an estimated accuracy of +/- 6 seconds.
 KX0985
 KX0985.The orthometric height was determined by differential leveling
 KX0985.and adjusted by the National Geodetic Survey in June 1991..
 KX0985
 KX0985.The geoid height was determined by GEOID03.
 KX0985
 KX0985.The dynamic height is computed by dividing the NAVD 88
 KX0985.geopotential number by the normal gravity value computed on the
 KX0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0985.degrees latitude (g = 980.6199 gals.).
 KX0985
 KX0985.The modeled gravity was interpolated from observed gravity values.
 KX0985
 KX0985;                    North         East    Units  Estimated Accuracy
 KX0985;SPC PA S     -   120,590.      477,190.      MT  (+/- 180 meters Scaled)
 KX0985
 KX0985                          SUPERSEDED SURVEY CONTROL
 KX0985
 KX0985  NGVD 29 (??/??/92)  337.778  (m)         1108.19   (f) ADJ UNCH    1 1
 KX0985
 KX0985.Superseded values are not recommended for survey control.
 KX0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0985.See file dsdata.txt to determine how the superseded data were derived.
 KX0985
 KX0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE529748(NAD 83)
 KX0985_MARKER: DB = BENCH MARK DISK
 KX0985_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0985_SP_SET: CONC BLOCK
 KX0985_STAMPING: B 124 1941
 KX0985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0985
 KX0985  HISTORY     - Date     Condition        Report By
 KX0985  HISTORY     - 1941     MONUMENTED       CGS
 KX0985  HISTORY     - 1966     GOOD             NGS
 KX0985
 KX0985                          STATION DESCRIPTION
 KX0985
 KX0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0985'2 MI E FROM TORRANCE.
 KX0985'2.0 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM A BLACKTOP
 KX0985'ROAD OVERPASS OVER THE TRACKS, ABOUT 0.2 MILE WEST OF MILEPOST
 KX0985'298, ABOUT 0.1 MILE WEST OF SIGNAL BRIDGE 298.3 ON THE EAST SIDE
 KX0985'OF A DEEP RAVINE NEAR THE SITE OF AN OLD ROCK QUARRY (THERE IS
 KX0985'NOW A NEW SAW MILL IN THE LOCATION OF THE OLD QUARRY), SET IN
 KX0985'THE TOP OF THE EAST ONE OF TWO 6 BY 5 FOOT CONCRETE BLOCKS THAT
 KX0985'WAS ONCE THE BASE TO THE SOUTH END OF A SIGNAL BRIDGE, 10 1/2
 KX0985'FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH ONE OF THREE TRACKS,
 KX0985'2 1/2 FEET NORTHWEST OF THE SOUTHEAST CORNER OF CONCRETE BLOCK
 KX0985'AND ABOUT 1 FOOT BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF7168 ***********************************************************************
 DF7168  DESIGNATION -  B 124
 DF7168  PID         -  DF7168
 DF7168  STATE/COUNTY-  PA/CLEARFIELD
 DF7168  USGS QUAD   -  FRENCHVILLE (1983)
 DF7168
 DF7168                         *CURRENT SURVEY CONTROL
 DF7168  ___________________________________________________________________
 DF7168* NAD 83(1996)-  41 06 11.26744(N)    078 10 26.00118(W)     ADJUSTED  
 DF7168* NAVD 88     -       445.5    (meters)    1462.     (feet)  GPS OBS   
 DF7168  ___________________________________________________________________
 DF7168  X           -     986,464.393 (meters)                     COMP
 DF7168  Y           -  -4,711,212.104 (meters)                     COMP
 DF7168  Z           -   4,171,331.613 (meters)                     COMP
 DF7168  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 DF7168  ELLIP HEIGHT-         412.88  (meters)          (08/14/03) GPS OBS
 DF7168  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 DF7168
 DF7168  HORZ ORDER  -  B
 DF7168  ELLP ORDER  -  THIRD     CLASS II
 DF7168
 DF7168.The horizontal coordinates were established by GPS observations
 DF7168.and adjusted by the TERRASURV in August 2003..
 DF7168
 DF7168.The orthometric height was determined by GPS observations and a
 DF7168.high-resolution geoid model.
 DF7168
 DF7168.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7168
 DF7168.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7168
 DF7168.The ellipsoidal height was determined by GPS observations
 DF7168.and is referenced to NAD 83.
 DF7168
 DF7168.The geoid height was determined by GEOID03.
 DF7168
 DF7168;                    North         East     Units Scale Factor Converg.
 DF7168;SPC PA N     -   104,084.707   564,392.796   MT  0.99997180   -0 16 49.5
 DF7168;SPC PA N     -   341,484.58  1,851,678.70   sFT  0.99997180   -0 16 49.5
 DF7168;UTM  17      - 4,554,055.067   737,322.613   MT  1.00029324   +1 51 31.7
 DF7168
 DF7168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7168!SPC PA N     -   0.99993524  x   0.99997180  =   0.99990704
 DF7168!UTM  17      -   0.99993524  x   1.00029324  =   1.00022846
 DF7168
 DF7168                          SUPERSEDED SURVEY CONTROL
 DF7168
 DF7168.No superseded survey control is available for this station.
 DF7168
 DF7168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF3732354055(NAD 83)
 DF7168_MARKER: Z = SEE DESCRIPTION
 DF7168_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7168_STAMPING: B124 2000
 DF7168_MARK LOGO: PADT  
 DF7168_PROJECTION: FLUSH
 DF7168_MAGNETIC: I = MARKER IS A STEEL ROD
 DF7168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7168+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 DF7168
 DF7168  HISTORY     - Date     Condition        Report By
 DF7168  HISTORY     - 20000901 MONUMENTED       PADT
 DF7168
 DF7168                          STATION DESCRIPTION
 DF7168
 DF7168'DESCRIBED BY PA DEPT OF TRANSP 2000 (CH)
 DF7168'THE STATION IS ABOUT 24 KM (15 MILES) NE OF CLEARFIELD AND ABOUT 12 KM
 DF7168'(7.5 MILES) N OF
 DF7168'KYLERTOWN, ON PROPERTY OWNED BY PENNDOT, IN THE RIGHT OF WAY OF STATE
 DF7168'ROUTE 879. THE
 DF7168'STATION IS 20 FEET NORTH OF THE NORTH EDGE OF THE ROADWAY AND FLUSH
 DF7168'WITH THE GROUND.
 DF7168' 
 DF7168'TO REACH THE STATION FROM THE KYLERTOWN EXIT OF INTERSTATE 80, GO
 DF7168'NORTHERLY ON STATE
 DF7168'ROUTE 1011 FOR 15.1 KM (9.4 MILES) TO THE INTERSECTION OF STATE ROUTE
 DF7168'1011 AND STATE ROUTE
 DF7168'879. GO WEST ON STATE ROUTE 879 FOR 0.58 KM (0.36 MILES) TO THE
 DF7168'STATION ON THE RIGHT.
 DF7168' 
 DF7168'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 DF7168'REFUSAL A DEPTH OF 2.4
 DF7168'METERS (8 FEET). THE ROD IS ENCASED IN A PVC PLASTIC PIPE WITH A
 DF7168'PENNDOT LOGO CAP
 DF7168'SURROUNDED BY CONCRETE. THE CAP IS STAMPED B124 2000 AND IS FLUSH WITH
 DF7168'THE GROUND. THE
 DF7168'STATION IS 6.1 METERS (20 FEET) NORTH OF THE NORTH EDGE OF THE
 DF7168'ROADWAY.
 DF7168'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1199 ***********************************************************************
 KX1199  DESIGNATION -  B 125
 KX1199  PID         -  KX1199
 KX1199  STATE/COUNTY-  PA/WESTMORELAND
 KX1199  USGS QUAD   -  GREENSBURG (1993)
 KX1199
 KX1199                         *CURRENT SURVEY CONTROL
 KX1199  ___________________________________________________________________
 KX1199* NAD 83(1986)-  40 18 46.     (N)    079 30 16.     (W)     SCALED    
 KX1199* NAVD 88     -       351.498  (meters)    1153.21   (feet)  ADJUSTED  
 KX1199  ___________________________________________________________________
 KX1199  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KX1199  DYNAMIC HT  -         351.308 (meters)    1152.58  (feet)  COMP
 KX1199  MODELED GRAV-     980,075.4   (mgal)                       NAVD 88
 KX1199
 KX1199  VERT ORDER  -  FIRST     CLASS I
 KX1199
 KX1199.The horizontal coordinates were scaled from a topographic map and have
 KX1199.an estimated accuracy of +/- 6 seconds.
 KX1199
 KX1199.The orthometric height was determined by differential leveling
 KX1199.and adjusted by the National Geodetic Survey in June 1991..
 KX1199.WARNING-Repeat measurements at this control monument indicate possible
 KX1199.vertical movement.
 KX1199
 KX1199.The geoid height was determined by GEOID03.
 KX1199
 KX1199.The dynamic height is computed by dividing the NAVD 88
 KX1199.geopotential number by the normal gravity value computed on the
 KX1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1199.degrees latitude (g = 980.6199 gals.).
 KX1199
 KX1199.The modeled gravity was interpolated from observed gravity values.
 KX1199
 KX1199;                    North         East    Units  Estimated Accuracy
 KX1199;SPC PA S     -   110,230.      450,880.      MT  (+/- 180 meters Scaled)
 KX1199
 KX1199                          SUPERSEDED SURVEY CONTROL
 KX1199
 KX1199  NGVD 29 (??/??/92)  351.650  (m)         1153.70   (f) ADJ UNCH    1 1
 KX1199
 KX1199.Superseded values are not recommended for survey control.
 KX1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1199.See file dsdata.txt to determine how the superseded data were derived.
 KX1199
 KX1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE270635(NAD 83)
 KX1199_MARKER: DB = BENCH MARK DISK
 KX1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1199_STAMPING: B 125 1941
 KX1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1199+STABILITY: SURFACE MOTION
 KX1199
 KX1199  HISTORY     - Date     Condition        Report By
 KX1199  HISTORY     - 1941     MONUMENTED       CGS
 KX1199  HISTORY     - 1966     GOOD             NGS
 KX1199
 KX1199                          STATION DESCRIPTION
 KX1199
 KX1199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX1199'2.3 MI E FROM GREENSBURG.
 KX1199'ABOUT 2.3 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1199'STATION AT GREENSBURG, ABOUT 0.25 MILE EAST OF MILEPOST 320,
 KX1199'ABOUT 5 RAILS EAST OF THE CENTER OF AN ARCHED STONE RAILROAD
 KX1199'OVERPASS OVER A NARROW BLACK TOP ROAD, 23.9 FEET SOUTH OF THE
 KX1199'SOUTH RAIL OF THE SOUTH ONE OF FOUR TRACKS, 32 FEET NORTHWEST OF
 KX1199'THE CENTER LINE OF A NARROW DIRT ROAD THAT LEADS SOUTHWEST FROM
 KX1199'THE TRACK TO THE ROAD, 1.2 FEET WEST OF A METAL WITNESS POST,
 KX1199'2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 KX1199'POST THAT IS 1/2 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF7173 ***********************************************************************
 DF7173  DESIGNATION -  B 125
 DF7173  PID         -  DF7173
 DF7173  STATE/COUNTY-  PA/CLINTON
 DF7173  USGS QUAD   -  KEATING (1983)
 DF7173
 DF7173                         *CURRENT SURVEY CONTROL
 DF7173  ___________________________________________________________________
 DF7173* NAD 83(1996)-  41 15 30.88068(N)    077 55 25.91901(W)     ADJUSTED  
 DF7173* NAVD 88     -       246.3    (meters)     808.     (feet)  GPS OBS   
 DF7173  ___________________________________________________________________
 DF7173  X           -   1,004,603.738 (meters)                     COMP
 DF7173  Y           -  -4,695,599.869 (meters)                     COMP
 DF7173  Z           -   4,184,194.254 (meters)                     COMP
 DF7173  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 DF7173  ELLIP HEIGHT-         213.57  (meters)          (08/14/03) GPS OBS
 DF7173  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 DF7173
 DF7173  HORZ ORDER  -  B
 DF7173  ELLP ORDER  -  THIRD     CLASS II
 DF7173
 DF7173.The horizontal coordinates were established by GPS observations
 DF7173.and adjusted by the TERRASURV in August 2003..
 DF7173
 DF7173.The orthometric height was determined by GPS observations and a
 DF7173.high-resolution geoid model.
 DF7173
 DF7173.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7173
 DF7173.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7173
 DF7173.The ellipsoidal height was determined by GPS observations
 DF7173.and is referenced to NAD 83.
 DF7173
 DF7173.The geoid height was determined by GEOID03.
 DF7173
 DF7173;                    North         East     Units Scale Factor Converg.
 DF7173;SPC PA N     -   121,275.268   585,429.620   MT  0.99996066   -0 06 54.1
 DF7173;SPC PA N     -   397,883.94  1,920,697.01   sFT  0.99996066   -0 06 54.1
 DF7173;UTM  18      - 4,571,585.908   255,047.850   MT  1.00033851   -1 55 44.9
 DF7173;UTM  17      - 4,572,026.838   757,710.183   MT  1.00041745   +2 01 46.9
 DF7173
 DF7173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7173!SPC PA N     -   0.99996650  x   0.99996066  =   0.99992716
 DF7173!UTM  18      -   0.99996650  x   1.00033851  =   1.00030500
 DF7173!UTM  17      -   0.99996650  x   1.00041745  =   1.00038394
 DF7173
 DF7173                          SUPERSEDED SURVEY CONTROL
 DF7173
 DF7173.No superseded survey control is available for this station.
 DF7173
 DF7173_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL5504871586(NAD 83)
 DF7173_MARKER: Z = SEE DESCRIPTION
 DF7173_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7173_STAMPING: B125
 DF7173_MARK LOGO: PADT  
 DF7173_PROJECTION: FLUSH
 DF7173_MAGNETIC: I = MARKER IS A STEEL ROD
 DF7173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7173+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 DF7173
 DF7173  HISTORY     - Date     Condition        Report By
 DF7173  HISTORY     - 20000901 MONUMENTED       PADT
 DF7173
 DF7173                          STATION DESCRIPTION
 DF7173
 DF7173'DESCRIBED BY PA DEPT OF TRANSP 2000 (CH)
 DF7173'THE STATION IS ABOUT 16 KM (10 MILES) SE OF SINNEMAHONING AND ABOUT
 DF7173'1.5 MILES NW OF
 DF7173'KEATING, ON PROPERTY OWNED BY PENNDOT, IN THE RIGHT OF WAY OF STATE
 DF7173'ROUTE 120. THE
 DF7173'STATION IS SOUTH OF THE SOUTH EDGE OF THE ROADWAY AND FLUSH WITH THE
 DF7173'GROUND.
 DF7173' 
 DF7173'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 120 AND
 DF7173'WYKOFF ROAD IN
 DF7173'SINNEMAHONING, GO SOUTHEASTERLY ON STATE ROUTE 120  FOR 16.6 KM (10.3
 DF7173'MILES) TO THE
 DF7173'STATION ON THE RIGHT.
 DF7173' 
 DF7173'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 DF7173'REFUSAL A DEPTH OF 2.4
 DF7173'METERS (8 FEET). THE ROD IS ENCASED IN A PVC PLASTIC PIPE WITH A
 DF7173'PENNDOT LOGO CAP
 DF7173'SURROUNDED BY CONCRETE. THE CAP IS STAMPED B125 2000 AND IS FLUSH WITH
 DF7173'THE GROUND. THE
 DF7173'STATION IS APPROXIMATELY 92 METERS (303 FEET) NORTHWEST OF A PRIVATE
 DF7173'ROAD LEADING TO A
 DF7173'CAMP ON THE NORTH BANK OF THE SINNEMAHONING CREEK, APPROXIMATELY 41
 DF7173'METERS (135 FEET)
 DF7173'SOUTHEAST OF POLE 87314, APPROXIMATELY 7.6 METERS (25 FEET)  SOUTH  OF
 DF7173'THE CENTERLINE OF
 DF7173'THE ROADWAY,  NEAR A CARSONITE WITNESS POST.
 DF7173'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0440 ***********************************************************************
 JW0440  DESIGNATION -  B 126
 JW0440  PID         -  JW0440
 JW0440  STATE/COUNTY-  PA/BEDFORD
 JW0440  USGS QUAD   -  HYNDMAN (1977)
 JW0440
 JW0440                         *CURRENT SURVEY CONTROL
 JW0440  ___________________________________________________________________
 JW0440* NAD 83(1986)-  39 50 09.     (N)    078 44 52.     (W)     SCALED    
 JW0440* NAVD 88     -       333.398  (meters)    1093.82   (feet)  ADJUSTED  
 JW0440  ___________________________________________________________________
 JW0440  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 JW0440  DYNAMIC HT  -         333.195 (meters)    1093.16  (feet)  COMP
 JW0440  MODELED GRAV-     980,006.4   (mgal)                       NAVD 88
 JW0440
 JW0440  VERT ORDER  -  FIRST     CLASS II
 JW0440
 JW0440.The horizontal coordinates were scaled from a topographic map and have
 JW0440.an estimated accuracy of +/- 6 seconds.
 JW0440
 JW0440.The orthometric height was determined by differential leveling
 JW0440.and adjusted by the National Geodetic Survey in June 1991..
 JW0440
 JW0440.The geoid height was determined by GEOID03.
 JW0440
 JW0440.The dynamic height is computed by dividing the NAVD 88
 JW0440.geopotential number by the normal gravity value computed on the
 JW0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0440.degrees latitude (g = 980.6199 gals.).
 JW0440
 JW0440.The modeled gravity was interpolated from observed gravity values.
 JW0440
 JW0440;                    North         East    Units  Estimated Accuracy
 JW0440;SPC PA S     -    56,280.      514,590.      MT  (+/- 180 meters Scaled)
 JW0440
 JW0440                          SUPERSEDED SURVEY CONTROL
 JW0440
 JW0440  NGVD 29 (??/??/92)  333.56   (m)         1094.4    (f) COMPUTED    1 2
 JW0440
 JW0440.Superseded values are not recommended for survey control.
 JW0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0440.See file dsdata.txt to determine how the superseded data were derived.
 JW0440
 JW0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE927119(NAD 83)
 JW0440_MARKER: DB = BENCH MARK DISK
 JW0440_SETTING: 66 = SET IN ROCK OUTCROP
 JW0440_SP_SET: BOULDER
 JW0440_STAMPING: B 126 1941
 JW0440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0440+STABILITY: POSITION/ELEVATION WELL
 JW0440
 JW0440  HISTORY     - Date     Condition        Report By
 JW0440  HISTORY     - 1941     MONUMENTED       CGS
 JW0440
 JW0440                          STATION DESCRIPTION
 JW0440
 JW0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0440'2.1 MI NW FROM HYNDMAN.
 JW0440'2.1 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0440'THE STATION AT HYNDMAN, BEDFORD COUNTY, IN THE VICINITY OF
 JW0440'HOBLITZELL, 100 YARDS EAST OF THE EAST END OF BRIDGE NO. 11, 21.4
 JW0440'FEET WEST OF THE THIRD POLE EAST OF THE BRIDGE, 22.3 FEET SOUTH
 JW0440'OF THE SOUTH RAIL OF THE EAST BOUND TRACK, AND IN THE TOP OF THE
 JW0440'WEST ONE OF THREE LARGE BOULDERS.  A STANDARD DISK, STAMPED B 126
 JW0440'1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF7169 ***********************************************************************
 DF7169  DESIGNATION -  B 126
 DF7169  PID         -  DF7169
 DF7169  STATE/COUNTY-  PA/ELK
 DF7169  USGS QUAD   -  BRANDY CAMP (1983)
 DF7169
 DF7169                         *CURRENT SURVEY CONTROL
 DF7169  ___________________________________________________________________
 DF7169* NAD 83(1996)-  41 21 57.67956(N)    078 41 43.12981(W)     ADJUSTED  
 DF7169* NAVD 88     -       650.1    (meters)    2133.     (feet)  GPS OBS   
 DF7169  ___________________________________________________________________
 DF7169  X           -     939,806.899 (meters)                     COMP
 DF7169  Y           -  -4,701,272.919 (meters)                     COMP
 DF7169  Z           -   4,193,424.895 (meters)                     COMP
 DF7169  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 DF7169  ELLIP HEIGHT-         618.18  (meters)          (08/14/03) GPS OBS
 DF7169  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 DF7169
 DF7169  HORZ ORDER  -  B
 DF7169  ELLP ORDER  -  THIRD     CLASS II
 DF7169
 DF7169.The horizontal coordinates were established by GPS observations
 DF7169.and adjusted by the TERRASURV in August 2003..
 DF7169
 DF7169.The orthometric height was determined by GPS observations and a
 DF7169.high-resolution geoid model.
 DF7169
 DF7169.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7169
 DF7169.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7169
 DF7169.The ellipsoidal height was determined by GPS observations
 DF7169.and is referenced to NAD 83.
 DF7169
 DF7169.The geoid height was determined by GEOID03.
 DF7169
 DF7169;                    North         East     Units Scale Factor Converg.
 DF7169;SPC PA N     -   133,624.500   520,912.410   MT  0.99995724   -0 37 31.3
 DF7169;SPC PA N     -   438,399.71  1,709,026.80   sFT  0.99995724   -0 37 31.3
 DF7169;UTM  17      - 4,581,953.061   692,758.085   MT  1.00005728   +1 31 24.8
 DF7169
 DF7169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7169!SPC PA N     -   0.99990305  x   0.99995724  =   0.99986029
 DF7169!UTM  17      -   0.99990305  x   1.00005728  =   0.99996032
 DF7169
 DF7169                          SUPERSEDED SURVEY CONTROL
 DF7169
 DF7169.No superseded survey control is available for this station.
 DF7169
 DF7169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF9275881953(NAD 83)
 DF7169_MARKER: Z = SEE DESCRIPTION
 DF7169_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7169_STAMPING: B126 2000
 DF7169_MARK LOGO: PADT  
 DF7169_PROJECTION: FLUSH
 DF7169_MAGNETIC: I = MARKER IS A STEEL ROD
 DF7169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7169+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2005
 DF7169
 DF7169  HISTORY     - Date     Condition        Report By
 DF7169  HISTORY     - 20000901 MONUMENTED       PADT
 DF7169  HISTORY     - 20050414 GOOD             USPSQD
 DF7169
 DF7169                          STATION DESCRIPTION
 DF7169
 DF7169'DESCRIBED BY PA DEPT OF TRANSP 2000 (CH)
 DF7169'THE STATION IS ABOUT 5.3 KM (4.4 MILES) SE OF RIDGWAY AND 4.8 KM (3
 DF7169'MILES) NORTH OF BRANDY
 DF7169'CAMP, ON PROPERTY OWNED BY PENNDOT, IN THE RIGHT OF WAY OF STATE ROUTE
 DF7169'219. THE
 DF7169'STATION IS EAST OF THE EAST EDGE OF THE ROADWAY AND FLUSH WITH THE
 DF7169'GROUND.
 DF7169' 
 DF7169'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 120 AND
 DF7169'STATE ROUTE 219 IN
 DF7169'RIDGWAY, GO SOUTHERLY ON STATE ROUTE 219 FOR 8.9 KM (5.5 MILES) TO THE
 DF7169'STATION ON THE
 DF7169'LEFT. THE STATION IS SOUTH OF THE INTERSECTION OF CALIFORNIA ROAD AND
 DF7169'STATE ROUTE 219.
 DF7169' 
 DF7169'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 DF7169'REFUSAL. THE ROD IS
 DF7169'ENCASED IN A PVC PLASTIC PIPE WITH A PENNDOT LOGO CAP SURROUNDED BY
 DF7169'CONCRETE. THE CAP
 DF7169'IS STAMPED B126 2000 AND IS FLUSH WITH THE GROUND. THE STATION IS
 DF7169'APPROXIMATELY 57
 DF7169'METERS (186 FEET) SOUTH OF CALIFORNIA ROAD, AND EAST OF THE EAST EDGE
 DF7169'OF STATE ROUTE 219.
 DF7169'
 DF7169
 DF7169                          STATION RECOVERY (2005)
 DF7169
 DF7169'RECOVERY NOTE BY US POWER SQUADRON 2005 (CH)
 DF7169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0441 ***********************************************************************
 JW0441  DESIGNATION -  B 126 RESET 1946
 JW0441  PID         -  JW0441
 JW0441  STATE/COUNTY-  PA/BEDFORD
 JW0441  USGS QUAD   -  HYNDMAN (1977)
 JW0441
 JW0441                         *CURRENT SURVEY CONTROL
 JW0441  ___________________________________________________________________
 JW0441* NAD 83(1986)-  39 50 09.     (N)    078 44 52.     (W)     SCALED    
 JW0441* NAVD 88     -       335.12   (+/-2cm)    1099.5    (feet)  VERTCON   
 JW0441  ___________________________________________________________________
 JW0441  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 JW0441
 JW0441  VERT ORDER  -  THIRD (See Below)
 JW0441
 JW0441.The horizontal coordinates were scaled from a topographic map and have
 JW0441.an estimated accuracy of +/- 6 seconds.
 JW0441
 JW0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW0441.The vertical order pertains to the NGVD 29 superseded value.
 JW0441
 JW0441.The geoid height was determined by GEOID03.
 JW0441
 JW0441;                    North         East    Units  Estimated Accuracy
 JW0441;SPC PA S     -    56,280.      514,590.      MT  (+/- 180 meters Scaled)
 JW0441
 JW0441                          SUPERSEDED SURVEY CONTROL
 JW0441
 JW0441  NGVD 29 (??/??/??)  335.28   (m)         1100.0    (f) RESET       3  
 JW0441
 JW0441.Superseded values are not recommended for survey control.
 JW0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0441.See file dsdata.txt to determine how the superseded data were derived.
 JW0441
 JW0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE927119(NAD 83)
 JW0441_MARKER: DB = BENCH MARK DISK
 JW0441_SETTING: 66 = SET IN ROCK OUTCROP
 JW0441_SP_SET: ROCK
 JW0441_STAMPING: B 126 RESET 1946
 JW0441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0441+STABILITY: POSITION/ELEVATION WELL
 JW0441
 JW0441  HISTORY     - Date     Condition        Report By
 JW0441  HISTORY     - 1946     MONUMENTED       BORR
 JW0441
 JW0441                          STATION DESCRIPTION
 JW0441
 JW0441'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1946
 JW0441'2.1 MI NE FROM HYNDMAN.
 JW0441'2.1 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0441'STATION AT HYNDMAN, IN THE VICINITY OF HOBLITZELL, SET IN THE TOP
 JW0441'OF A LARGE ROCK, 98 FEET EAST OF THE CENTER LINE OF ARCH BRIDGE
 JW0441'11, 14.1 FEET NORTH OF THE CENTER LINE OF THE WEST BOUND TRACK,
 JW0441'AND ABOUT 2 FEET ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0539 ***********************************************************************
 JW0539  DESIGNATION -  B 127
 JW0539  PID         -  JW0539
 JW0539  STATE/COUNTY-  PA/SOMERSET
 JW0539  USGS QUAD   -  MURDOCK (1981)
 JW0539
 JW0539                         *CURRENT SURVEY CONTROL
 JW0539  ___________________________________________________________________
 JW0539* NAD 83(1986)-  39 52 49.     (N)    079 05 31.     (W)     SCALED    
 JW0539* NAVD 88     -       572.965  (meters)    1879.80   (feet)  ADJUSTED  
 JW0539  ___________________________________________________________________
 JW0539  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 JW0539  DYNAMIC HT  -         572.601 (meters)    1878.61  (feet)  COMP
 JW0539  MODELED GRAV-     979,972.7   (mgal)                       NAVD 88
 JW0539
 JW0539  VERT ORDER  -  FIRST     CLASS II
 JW0539
 JW0539.The horizontal coordinates were scaled from a topographic map and have
 JW0539.an estimated accuracy of +/- 6 seconds.
 JW0539
 JW0539.The orthometric height was determined by differential leveling
 JW0539.and adjusted by the National Geodetic Survey in June 1991..
 JW0539
 JW0539.The geoid height was determined by GEOID03.
 JW0539
 JW0539.The dynamic height is computed by dividing the NAVD 88
 JW0539.geopotential number by the normal gravity value computed on the
 JW0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0539.degrees latitude (g = 980.6199 gals.).
 JW0539
 JW0539.The modeled gravity was interpolated from observed gravity values.
 JW0539
 JW0539;                    North         East    Units  Estimated Accuracy
 JW0539;SPC PA S     -    61,600.      485,210.      MT  (+/- 180 meters Scaled)
 JW0539
 JW0539                          SUPERSEDED SURVEY CONTROL
 JW0539
 JW0539  NGVD 29 (??/??/92)  573.078  (m)         1880.17   (f) ADJ UNCH    1 2
 JW0539
 JW0539.Superseded values are not recommended for survey control.
 JW0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0539.See file dsdata.txt to determine how the superseded data were derived.
 JW0539
 JW0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE631162(NAD 83)
 JW0539_MARKER: DB = BENCH MARK DISK
 JW0539_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0539_SP_SET: BUILDING
 JW0539_STAMPING: B 127 1941
 JW0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0539
 JW0539  HISTORY     - Date     Condition        Report By
 JW0539  HISTORY     - 1941     MONUMENTED       CGS
 JW0539
 JW0539                          STATION DESCRIPTION
 JW0539
 JW0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0539'2.3 MI NW FROM GARRETT.
 JW0539'2.3 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0539'THE STATION AT GARRETT, SOMERSET COUNTY, IN THE CONCRETE BASE OF
 JW0539'A SCALE HOUSE, 10.5 FEET SOUTHWEST OF THE SOUTH CORNER, 31.6
 JW0539'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE WEST BOUND TRACK, AND
 JW0539'3 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED B 127 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF7170 ***********************************************************************
 DF7170  DESIGNATION -  B 127
 DF7170  PID         -  DF7170
 DF7170  STATE/COUNTY-  PA/JUNIATA
 DF7170  USGS QUAD   -  MEXICO (1979)
 DF7170
 DF7170                         *CURRENT SURVEY CONTROL
 DF7170  ___________________________________________________________________
 DF7170* NAD 83(1996)-  40 35 01.37880(N)    077 22 26.66088(W)     ADJUSTED  
 DF7170* NAVD 88     -       167.0    (meters)     548.     (feet)  GPS OBS   
 DF7170  ___________________________________________________________________
 DF7170  X           -   1,060,331.825 (meters)                     COMP
 DF7170  Y           -  -4,733,589.104 (meters)                     COMP
 DF7170  Z           -   4,127,511.114 (meters)                     COMP
 DF7170  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 DF7170  ELLIP HEIGHT-         133.25  (meters)          (08/14/03) GPS OBS
 DF7170  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 DF7170
 DF7170  HORZ ORDER  -  B
 DF7170  ELLP ORDER  -  THIRD     CLASS II
 DF7170
 DF7170.The horizontal coordinates were established by GPS observations
 DF7170.and adjusted by the TERRASURV in August 2003..
 DF7170
 DF7170.The orthometric height was determined by GPS observations and a
 DF7170.high-resolution geoid model.
 DF7170
 DF7170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7170
 DF7170.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7170
 DF7170.The ellipsoidal height was determined by GPS observations
 DF7170.and is referenced to NAD 83.
 DF7170
 DF7170.The geoid height was determined by GEOID03.
 DF7170
 DF7170;                    North         East     Units Scale Factor Converg.
 DF7170;SPC PA S     -   138,904.760   631,825.590   MT  0.99996219   +0 14 38.0
 DF7170;SPC PA S     -   455,723.37  2,072,914.46   sFT  0.99996219   +0 14 38.0
 DF7170;UTM  18      - 4,495,256.193   299,077.019   MT  1.00009694   -1 32 42.0
 DF7170
 DF7170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7170!SPC PA S     -   0.99997910  x   0.99996219  =   0.99994129
 DF7170!UTM  18      -   0.99997910  x   1.00009694  =   1.00007604
 DF7170
 DF7170                          SUPERSEDED SURVEY CONTROL
 DF7170
 DF7170.No superseded survey control is available for this station.
 DF7170
 DF7170_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK9907795256(NAD 83)
 DF7170_MARKER: Z = SEE DESCRIPTION
 DF7170_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7170_STAMPING: B127 2000
 DF7170_MARK LOGO: PADT  
 DF7170_PROJECTION: FLUSH
 DF7170_MAGNETIC: I = MARKER IS A STEEL ROD
 DF7170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7170+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 DF7170
 DF7170  HISTORY     - Date     Condition        Report By
 DF7170  HISTORY     - 20000901 MONUMENTED       PADT
 DF7170
 DF7170                          STATION DESCRIPTION
 DF7170
 DF7170'DESCRIBED BY PA DEPT OF TRANSP 2000 (CH)
 DF7170'THE STATION IS ABOUT 2.4 KM (1.5 MILES) NE OF MIFFLINTOWN, ON PROPERTY
 DF7170'OWNED BY PENNDOT,
 DF7170'IN THE RIGHT OF WAY OF STATE ROUTE 22/322. THE STATION IS IN THE
 DF7170'MEDIAN BETWEEN THE STATE
 DF7170'ROUTE 22 EAST BOUND LANE AND THE EXIT RAMP TO STATE ROUTE 35.
 DF7170' 
 DF7170'THE STATION IS LOCATED IN THE MEDIAN BETWEEN THE WEST EDGE OF THE EAST
 DF7170'BOUND LANE OF
 DF7170'STATE ROUTE 22/322 AND THE EAST EDGE OF THE EXIT RAMP FROM STATE ROUTE
 DF7170'22/322 EAST
 DF7170'BOUND TO STATE ROUTE 35.
 DF7170' 
 DF7170'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 DF7170'REFUSAL. THE ROD IS
 DF7170'ENCASED IN A PVC PLASTIC PIPE WITH A PENNDOT LOGO CAP SURROUNDED BY
 DF7170'CONCRETE. THE CAP
 DF7170'IS STAMPED B127 2000 AND IS FLUSH WITH THE GROUND. THE STATION IS
 DF7170'LOCATED IN THE MEDIAN
 DF7170'BETWEEN THE WEST EDGE OF THE EAST BOUND LANE OF STATE ROUTE 22/322 AND
 DF7170'THE EAST EDGE
 DF7170'OF THE EXIT RAMP FROM STATE ROUTE 22/322 EAST BOUND TO STATE ROUTE 35.
 DF7170'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0586 ***********************************************************************
 JW0586  DESIGNATION -  B 128
 JW0586  PID         -  JW0586
 JW0586  STATE/COUNTY-  PA/FAYETTE
 JW0586  USGS QUAD   -  OHIOPYLE (1977)
 JW0586
 JW0586                         *CURRENT SURVEY CONTROL
 JW0586  ___________________________________________________________________
 JW0586* NAD 83(1986)-  39 51 51.     (N)    079 28 49.     (W)     SCALED    
 JW0586* NAVD 88     -       376.937  (meters)    1236.67   (feet)  ADJUSTED  
 JW0586  ___________________________________________________________________
 JW0586  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 JW0586  DYNAMIC HT  -         376.714 (meters)    1235.94  (feet)  COMP
 JW0586  MODELED GRAV-     980,024.2   (mgal)                       NAVD 88
 JW0586
 JW0586  VERT ORDER  -  FIRST     CLASS II
 JW0586
 JW0586.The horizontal coordinates were scaled from a topographic map and have
 JW0586.an estimated accuracy of +/- 6 seconds.
 JW0586
 JW0586.The orthometric height was determined by differential leveling
 JW0586.and adjusted by the National Geodetic Survey in June 1991..
 JW0586
 JW0586.The geoid height was determined by GEOID03.
 JW0586
 JW0586.The dynamic height is computed by dividing the NAVD 88
 JW0586.geopotential number by the normal gravity value computed on the
 JW0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0586.degrees latitude (g = 980.6199 gals.).
 JW0586
 JW0586.The modeled gravity was interpolated from observed gravity values.
 JW0586
 JW0586;                    North         East    Units  Estimated Accuracy
 JW0586;SPC PA S     -    60,390.      451,960.      MT  (+/- 180 meters Scaled)
 JW0586
 JW0586                          SUPERSEDED SURVEY CONTROL
 JW0586
 JW0586  NGVD 29 (??/??/92)  377.091  (m)         1237.17   (f) ADJ UNCH    1 2
 JW0586
 JW0586.Superseded values are not recommended for survey control.
 JW0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0586.See file dsdata.txt to determine how the superseded data were derived.
 JW0586
 JW0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE299137(NAD 83)
 JW0586_MARKER: DB = BENCH MARK DISK
 JW0586_SETTING: 80 = SET IN A BOULDER
 JW0586_SP_SET: BOULDER
 JW0586_STAMPING: B 128 1941
 JW0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0586+STABILITY: SURFACE MOTION
 JW0586
 JW0586  HISTORY     - Date     Condition        Report By
 JW0586  HISTORY     - 1941     MONUMENTED       CGS
 JW0586  HISTORY     - 1954     GOOD             NGS
 JW0586
 JW0586                          STATION DESCRIPTION
 JW0586
 JW0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JW0586'0.9 MI SE FROM OHIOPYLE.
 JW0586'ABOUT 0.9 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JW0586'FROM THE STATION AT OHIOPYLE, BETWEEN TRACKS AND YOUGHIOGHENY RIVER
 JW0586'AND ON RIGHT BANK OF RIVER, IN THE TOP AND 2.3 FEET SOUTHWEST
 JW0586'OF NORTHEAST EDGE OF A VERY LARGE AND PARTLY BURIED BOULDER,
 JW0586'9.4 FEET SOUTHWEST OF SOUTHWEST RAIL, 85 FEET SOUTHEAST OF
 JW0586'TELEPHONE POLE NO. 252/20 AND ABOUT 1 1/2 FEET BELOW LEVEL
 JW0586'OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF7171 ***********************************************************************
 DF7171  DESIGNATION -  B 128
 DF7171  PID         -  DF7171
 DF7171  STATE/COUNTY-  PA/MCKEAN
 DF7171  USGS QUAD   -  ROULETTE (1983)
 DF7171
 DF7171                         *CURRENT SURVEY CONTROL
 DF7171  ___________________________________________________________________
 DF7171* NAD 83(1996)-  41 47 36.74885(N)    078 14 48.67980(W)     ADJUSTED  
 DF7171* NAVD 88     -       457.0    (meters)    1499.     (feet)  GPS OBS   
 DF7171  ___________________________________________________________________
 DF7171  X           -     970,126.136 (meters)                     COMP
 DF7171  Y           -  -4,662,777.717 (meters)                     COMP
 DF7171  Z           -   4,228,818.182 (meters)                     COMP
 DF7171  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 DF7171  ELLIP HEIGHT-         425.35  (meters)          (08/14/03) GPS OBS
 DF7171  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 DF7171
 DF7171  HORZ ORDER  -  B
 DF7171  ELLP ORDER  -  THIRD     CLASS II
 DF7171
 DF7171.The horizontal coordinates were established by GPS observations
 DF7171.and adjusted by the TERRASURV in August 2003..
 DF7171
 DF7171.The orthometric height was determined by GPS observations and a
 DF7171.high-resolution geoid model.
 DF7171
 DF7171.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7171
 DF7171.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7171
 DF7171.The ellipsoidal height was determined by GPS observations
 DF7171.and is referenced to NAD 83.
 DF7171
 DF7171.The geoid height was determined by GEOID03.
 DF7171
 DF7171;                    North         East     Units Scale Factor Converg.
 DF7171;SPC PA N     -   180,792.075   558,703.469   MT  0.99997835   -0 19 43.3
 DF7171;SPC PA N     -   593,148.67  1,833,012.96   sFT  0.99997835   -0 19 43.3
 DF7171;UTM  17      - 4,630,518.063   728,754.408   MT  1.00024398   +1 50 08.2
 DF7171
 DF7171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7171!SPC PA N     -   0.99993329  x   0.99997835  =   0.99991164
 DF7171!UTM  17      -   0.99993329  x   1.00024398  =   1.00017725
 DF7171
 DF7171                          SUPERSEDED SURVEY CONTROL
 DF7171
 DF7171.No superseded survey control is available for this station.
 DF7171
 DF7171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG2875430518(NAD 83)
 DF7171_MARKER: Z = SEE DESCRIPTION
 DF7171_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7171_STAMPING: B128 2000
 DF7171_MARK LOGO: PADT  
 DF7171_PROJECTION: FLUSH
 DF7171_MAGNETIC: I = MARKER IS A STEEL ROD
 DF7171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7171+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2005
 DF7171
 DF7171  HISTORY     - Date     Condition        Report By
 DF7171  HISTORY     - 20000901 MONUMENTED       PADT
 DF7171  HISTORY     - 20051027 GOOD             INDIV
 DF7171  HISTORY     - 20051121 GOOD             USPSQD
 DF7171
 DF7171                          STATION DESCRIPTION
 DF7171
 DF7171'DESCRIBED BY PA DEPT OF TRANSP 2000 (CH)
 DF7171'THE STATION IS ABOUT 3.2 KM (2 MILES) SE OF PORT ALLEGANY, ON PROPERTY
 DF7171'OWNED BY PENNDOT,
 DF7171'IN THE RIGHT OF WAY OF STATE ROUTE 006. THE STATION IS 30 FEET NORTH
 DF7171'OF THE NORTH EDGE OF
 DF7171'THE ROADWAY AND FLUSH WITH THE GROUND.
 DF7171' 
 DF7171'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 155 AND
 DF7171'STATE ROUTE 006, GO
 DF7171'SOUTHEAST ON STATE ROUTE 006 FOR 3.2 KM (2.0 MILES) TO THE STATION ON
 DF7171'THE LEFT. THE
 DF7171'STATION IS NORTH OF THE NORTH EDGE OF STATE ROUTE 006 AND WEST OF
 DF7171'TOWNSHIP ROAD 413.
 DF7171' 
 DF7171'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 DF7171'REFUSAL. THE ROD IS
 DF7171'ENCASED IN A PVC PLASTIC PIPE WITH A PENNDOT LOGO CAP SURROUNDED BY
 DF7171'CONCRETE. THE CAP
 DF7171'IS STAMPED B128 2000 AND IS FLUSH WITH THE GROUND. THE STATION IS 9.1
 DF7171'METERS (30 FEET)
 DF7171'NORTH OF THE NORTH EDGE OF THE ROADWAY AND WEST OF TOWNSHIP ROAD 413.
 DF7171'
 DF7171
 DF7171                          STATION RECOVERY (2005)
 DF7171
 DF7171'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JFP)
 DF7171'RECOVERED IN GOOD CONDITION.
 DF7171
 DF7171                          STATION RECOVERY (2005)
 DF7171
 DF7171'RECOVERY NOTE BY US POWER SQUADRON 2005 (SG)
 DF7171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0925 ***********************************************************************
 JW0925  DESIGNATION -  B 129
 JW0925  PID         -  JW0925
 JW0925  STATE/COUNTY-  PA/FAYETTE
 JW0925  USGS QUAD   -  UNIONTOWN (1977)
 JW0925
 JW0925                         *CURRENT SURVEY CONTROL
 JW0925  ___________________________________________________________________
 JW0925* NAD 83(1986)-  39 55 13.     (N)    079 39 50.     (W)     SCALED    
 JW0925* NAVD 88     -       327.042  (meters)    1072.97   (feet)  POSTED    
 JW0925  ___________________________________________________________________
 JW0925  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 JW0925  DYNAMIC HT  -         326.840 (meters)    1072.31  (feet)  COMP
 JW0925  MODELED GRAV-     980,014.1   (mgal)                       NAVD 88
 JW0925
 JW0925  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 JW0925
 JW0925.The horizontal coordinates were scaled from a topographic map and have
 JW0925.an estimated accuracy of +/- 6 seconds.
 JW0925
 JW0925.The orthometric height was determined by differential leveling
 JW0925.and adjusted by the National Geodetic Survey in 1992..
 JW0925.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 JW0925.rate greater than 8.0 mm/km.
 JW0925
 JW0925.The geoid height was determined by GEOID03.
 JW0925
 JW0925.The dynamic height is computed by dividing the NAVD 88
 JW0925.geopotential number by the normal gravity value computed on the
 JW0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0925.degrees latitude (g = 980.6199 gals.).
 JW0925
 JW0925.The modeled gravity was interpolated from observed gravity values.
 JW0925
 JW0925;                    North         East    Units  Estimated Accuracy
 JW0925;SPC PA S     -    66,940.      436,390.      MT  (+/- 180 meters Scaled)
 JW0925
 JW0925                          SUPERSEDED SURVEY CONTROL
 JW0925
 JW0925  NGVD 29 (??/??/92)  327.148  (m)         1073.32   (f) ADJ UNCH    1 2
 JW0925
 JW0925.Superseded values are not recommended for survey control.
 JW0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0925.See file dsdata.txt to determine how the superseded data were derived.
 JW0925
 JW0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE141197(NAD 83)
 JW0925_MARKER: DB = BENCH MARK DISK
 JW0925_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0925_SP_SET: BRIDGE
 JW0925_STAMPING: B 129 1941
 JW0925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0925
 JW0925  HISTORY     - Date     Condition        Report By
 JW0925  HISTORY     - 1941     MONUMENTED       CGS
 JW0925
 JW0925                          STATION DESCRIPTION
 JW0925
 JW0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0925'4.2 MI NE FROM UNIONTOWN.
 JW0925'ABOUT 4.2 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JW0925'FROM THE STATION AT UNIONTOWN, FAYETTE COUNTY, AT BRIDGE 314, IN
 JW0925'THE NORTH CORNER OF THE NORTHWEST ABUTMENT, 16.6 FEET NORTHWEST
 JW0925'OF THE NORTHWEST RAIL OF THE EAST-BOUND TRACK, AND 12 FEET
 JW0925'NORTHEAST OF THE CENTER LINE OF THE ROAD UNDER THE TRACK.  A
 JW0925'STANDARD DISK, STAMPED B 129 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF7172 ***********************************************************************
 DF7172  DESIGNATION -  B 129
 DF7172  PID         -  DF7172
 DF7172  STATE/COUNTY-  PA/MIFFLIN
 DF7172  USGS QUAD   -  NEWTON HAMILTON (1971)
 DF7172
 DF7172                         *CURRENT SURVEY CONTROL
 DF7172  ___________________________________________________________________
 DF7172* NAD 83(1996)-  40 28 05.98281(N)    077 47 38.51947(W)     ADJUSTED  
 DF7172* NAVD 88     -       210.0    (meters)     689.     (feet)  GPS OBS   
 DF7172  ___________________________________________________________________
 DF7172  X           -   1,027,375.153 (meters)                     COMP
 DF7172  Y           -  -4,749,403.647 (meters)                     COMP
 DF7172  Z           -   4,117,799.354 (meters)                     COMP
 DF7172  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 DF7172  ELLIP HEIGHT-         176.24  (meters)          (08/14/03) GPS OBS
 DF7172  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 DF7172
 DF7172  HORZ ORDER  -  B
 DF7172  ELLP ORDER  -  THIRD     CLASS II
 DF7172
 DF7172.The horizontal coordinates were established by GPS observations
 DF7172.and adjusted by the TERRASURV in August 2003..
 DF7172
 DF7172.The orthometric height was determined by GPS observations and a
 DF7172.high-resolution geoid model.
 DF7172
 DF7172.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7172
 DF7172.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7172
 DF7172.The ellipsoidal height was determined by GPS observations
 DF7172.and is referenced to NAD 83.
 DF7172
 DF7172.The geoid height was determined by GEOID03.
 DF7172
 DF7172;                    North         East     Units Scale Factor Converg.
 DF7172;SPC PA S     -   126,025.250   596,265.802   MT  0.99995955   -0 01 42.8
 DF7172;SPC PA S     -   413,467.84  1,956,248.72   sFT  0.99995955   -0 01 42.8
 DF7172;UTM  18      - 4,483,489.372   263,124.520   MT  1.00029073   -1 48 51.3
 DF7172
 DF7172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7172!SPC PA S     -   0.99997235  x   0.99995955  =   0.99993191
 DF7172!UTM  18      -   0.99997235  x   1.00029073  =   1.00026308
 DF7172
 DF7172                          SUPERSEDED SURVEY CONTROL
 DF7172
 DF7172.No superseded survey control is available for this station.
 DF7172
 DF7172_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK6312583489(NAD 83)
 DF7172_MARKER: Z = SEE DESCRIPTION
 DF7172_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF7172_STAMPING: B129 2000
 DF7172_MARK LOGO: PADT  
 DF7172_PROJECTION: FLUSH
 DF7172_MAGNETIC: I = MARKER IS A STEEL ROD
 DF7172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7172+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2006
 DF7172
 DF7172  HISTORY     - Date     Condition        Report By
 DF7172  HISTORY     - 20000901 MONUMENTED       PADT
 DF7172  HISTORY     - 20060417 GOOD             PADT
 DF7172
 DF7172                          STATION DESCRIPTION
 DF7172
 DF7172'DESCRIBED BY PA DEPT OF TRANSP 2000 (CH)
 DF7172'THE STATION IS ABOUT 5.5 KM (3.4 MILES) SW OF MCVEYTOWN AND ABOUT 11.7
 DF7172'KM (7.3 MILES) NE OF
 DF7172'MT UNION, ON PROPERTY OWNED BY PENNDOT, IN THE RIGHT OF WAY OF STATE
 DF7172'ROUTE 22. THE
 DF7172'STATION IS SOUTH OF THE SOUTH EDGE OF THE ROADWAY AND FLUSH WITH THE
 DF7172'GROUND.
 DF7172' 
 DF7172'TO REACH THE STATION FROM THE INTERSECTION OF E JOHN STREET AND STATE
 DF7172'ROUTE 22 IN
 DF7172'MCVEYTOWN, GO SOUTHWEST ON STATE ROUTE 22 FOR 5.9 KM (3.7 MILES) TO
 DF7172'THE STATION ON THE
 DF7172'LEFT. THE STATION IS SW OF  FAIRVIEW ROAD.
 DF7172' 
 DF7172'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 DF7172'REFUSAL. THE ROD IS
 DF7172'ENCASED IN A PVC PLASTIC PIPE WITH A PENNDOT LOGO CAP SURROUNDED BY
 DF7172'CONCRETE. THE CAP
 DF7172'IS STAMPED B129 2000 AND IS FLUSH WITH THE GROUND. THE STATION IS
 DF7172'SOUTH OF THE SOUTH
 DF7172'EDGE OF THE ROADWAY AND APPROXIMATELY 112 METERS (368 FEET) WESTERLY
 DF7172'OF FAIRVIEW ROAD
 DF7172'NEAR A CARSONITE WITNESS POST.
 DF7172'
 DF7172
 DF7172                          STATION RECOVERY (2006)
 DF7172
 DF7172'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (LJM)
 DF7172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF7174 ***********************************************************************
 DF7174  DESIGNATION -  B 130
 DF7174  PID         -  DF7174
 DF7174  STATE/COUNTY-  PA/POTTER
 DF7174  USGS QUAD   -  AUSTIN (1983)
 DF7174
 DF7174                         *CURRENT SURVEY CONTROL
 DF7174  ___________________________________________________________________
 DF7174* NAD 83(1996)-  41 43 29.68014(N)    078 01 37.08209(W)     ADJUSTED  
 DF7174* NAVD 88     -       598.5    (meters)    1964.     (feet)  GPS OBS   
 DF7174  ___________________________________________________________________
 DF7174  X           -     989,088.783 (meters)                     COMP
 DF7174  Y           -  -4,664,090.170 (meters)                     COMP
 DF7174  Z           -   4,223,225.853 (meters)                     COMP
 DF7174  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 DF7174  ELLIP HEIGHT-         566.85  (meters)          (08/14/03) GPS OBS
 DF7174  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 DF7174
 DF7174  HORZ ORDER  -  B
 DF7174  ELLP ORDER  -  THIRD     CLASS II
 DF7174
 DF7174.The horizontal coordinates were established by GPS observations
 DF7174.and adjusted by the TERRASURV in August 2003..
 DF7174
 DF7174.The orthometric height was determined by GPS observations and a
 DF7174.high-resolution geoid model.
 DF7174
 DF7174.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7174
 DF7174.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7174
 DF7174.The ellipsoidal height was determined by GPS observations
 DF7174.and is referenced to NAD 83.
 DF7174
 DF7174.The geoid height was determined by GEOID03.
 DF7174
 DF7174;                    North         East     Units Scale Factor Converg.
 DF7174;SPC PA N     -   173,088.002   576,955.189   MT  0.99997121   -0 10 59.6
 DF7174;SPC PA N     -   567,872.89  1,892,893.82   sFT  0.99997121   -0 10 59.6
 DF7174;UTM  17      - 4,623,506.294   747,289.959   MT  1.00035259   +1 58 47.0
 DF7174;UTM  18      - 4,623,662.789   248,223.417   MT  1.00038015   -2 00 56.4
 DF7174
 DF7174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7174!SPC PA N     -   0.99991110  x   0.99997121  =   0.99988231
 DF7174!UTM  17      -   0.99991110  x   1.00035259  =   1.00026366
 DF7174!UTM  18      -   0.99991110  x   1.00038015  =   1.00029122
 DF7174
 DF7174                          SUPERSEDED SURVEY CONTROL
 DF7174
 DF7174.No superseded survey control is available for this station.
 DF7174
 DF7174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG4729023506(NAD 83)
 DF7174_MARKER: Z = SEE DESCRIPTION
 DF7174_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DF7174+WITH SETTING: INFORMATION.
 DF7174_STAMPING: B130 2000
 DF7174_MARK LOGO: PADT  
 DF7174_PROJECTION: FLUSH
 DF7174_MAGNETIC: I = MARKER IS A STEEL ROD
 DF7174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF7174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7174+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2000
 DF7174
 DF7174  HISTORY     - Date     Condition        Report By
 DF7174  HISTORY     - 20000901 MONUMENTED       PADT
 DF7174
 DF7174                          STATION DESCRIPTION
 DF7174
 DF7174'DESCRIBED BY PA DEPT OF TRANSP 2000 (CH)
 DF7174'THE STATION IS ABOUT 4.8 KM (3 MILES) SOUTH OF COUDERSPORT AND 11.3 KM
 DF7174'(7 MILES) NE OF
 DF7174'AUSTIN, ON PROPERTY OWNED BY PENNDOT, IN THE RIGHT OF WAY OF STATE
 DF7174'ROUTE 872. THE
 DF7174'STATION IS SOUTH OF THE SOUTH EDGE OF THE ROADWAY AND FLUSH WITH THE
 DF7174'GROUND.
 DF7174' 
 DF7174'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 6 AND STAE
 DF7174'ROUTE 872, GO
 DF7174'SOUTHWEST ON STATE ROUTE 872 FOR 7.9 KM (4.9 MILES) TO THE STATION ON
 DF7174'THE LEFT. THE
 DF7174'STATION IS SOUTH OF THE SOUTH EDGE OF THE ROADWAY.
 DF7174' 
 DF7174'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 DF7174'REFUSAL. THE ROD IS
 DF7174'ENCASED IN A PVC PLASTIC PIPE WITH A PENNDOT LOGO CAP SURROUNDED BY
 DF7174'CONCRETE. THE CAP
 DF7174'IS STAMPED B130 2000 AND IS FLUSH WITH THE GROUND. THE STATION IS 7.6
 DF7174'METERS (25 FEET)
 DF7174'SOUTH OF THE CENTERLINE OF THE ROADWAY AND 1.1 KM (0.7 MILES)
 DF7174'SOUTHWEST OF THE STATE
 DF7174'ROUTE 872 AND STATE ROUTE 3016 INTERSECTION.
 DF7174'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1461 ***********************************************************************
 KX1461  DESIGNATION -  B 131
 KX1461  PID         -  KX1461
 KX1461  STATE/COUNTY-  PA/ALLEGHENY
 KX1461  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1461
 KX1461                         *CURRENT SURVEY CONTROL
 KX1461  ___________________________________________________________________
 KX1461* NAD 83(1986)-  40 28 15.     (N)    079 58 26.     (W)     SCALED    
 KX1461* NAVD 88     -       231.845  (meters)     760.64   (feet)  POSTED    
 KX1461  ___________________________________________________________________
 KX1461  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KX1461  DYNAMIC HT  -         231.720 (meters)     760.23  (feet)  COMP
 KX1461  MODELED GRAV-     980,098.7   (mgal)                       NAVD 88
 KX1461
 KX1461  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KX1461
 KX1461.The horizontal coordinates were scaled from a topographic map and have
 KX1461.an estimated accuracy of +/- 6 seconds.
 KX1461
 KX1461.The orthometric height was determined by differential leveling
 KX1461.and adjusted by the National Geodetic Survey in 1992..
 KX1461.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KX1461.rate of 0.0 thru 1.0 mm/km.
 KX1461
 KX1461.The geoid height was determined by GEOID03.
 KX1461
 KX1461.The dynamic height is computed by dividing the NAVD 88
 KX1461.geopotential number by the normal gravity value computed on the
 KX1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1461.degrees latitude (g = 980.6199 gals.).
 KX1461
 KX1461.The modeled gravity was interpolated from observed gravity values.
 KX1461
 KX1461;                    North         East    Units  Estimated Accuracy
 KX1461;SPC PA S     -   128,680.      411,430.      MT  (+/- 180 meters Scaled)
 KX1461
 KX1461                          SUPERSEDED SURVEY CONTROL
 KX1461
 KX1461  NGVD 29 (??/??/92)  232.010  (m)          761.19   (f) ADJ UNCH    1 2
 KX1461
 KX1461.Superseded values are not recommended for survey control.
 KX1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1461.See file dsdata.txt to determine how the superseded data were derived.
 KX1461
 KX1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE869805(NAD 83)
 KX1461_MARKER: DB = BENCH MARK DISK
 KX1461_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1461_SP_SET: TOWER BASE
 KX1461_STAMPING: B 131 1941
 KX1461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX1461+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2004
 KX1461
 KX1461  HISTORY     - Date     Condition        Report By
 KX1461  HISTORY     - 1941     MONUMENTED       CGS
 KX1461  HISTORY     - 20040418 GOOD             GEOCAC
 KX1461
 KX1461                          STATION DESCRIPTION
 KX1461
 KX1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1461'0.8 MI SW FROM MILLVALE.
 KX1461'ABOUT 0.8 MILE SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KX1461'FROM THE STATION AT MILLVALE, ALLEGHENY COUNTY, ABOUT 0.2 MILE
 KX1461'SOUTH OF THE WASHINGTON CROSSING BRIDGE, WEST OF THE NORTH END OF
 KX1461'HERRS ISLAND, IN THE NORTHWEST CORNER OF THE BASE OF SIGNAL TOWER
 KX1461'329-13, AND 6 FEET EAST OF THE EAST RAIL OF THE EAST TRACK.  A
 KX1461'STANDARD DISK, STAMPED B 131 1941.
 KX1461
 KX1461                          STATION RECOVERY (2004)
 KX1461
 KX1461'RECOVERY NOTE BY GEOCACHING 2004 (KAG)
 KX1461'SIGNAL TOWER 329-13 NO LONGER EXISTS BUT THE BASE AND DISK ARE INTACT.
 KX1461' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0392 ***********************************************************************
 KY0392  DESIGNATION -  B 132
 KY0392  PID         -  KY0392
 KY0392  STATE/COUNTY-  PA/ALLEGHENY
 KY0392  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0392
 KY0392                         *CURRENT SURVEY CONTROL
 KY0392  ___________________________________________________________________
 KY0392* NAD 83(1986)-  40 28 26.     (N)    080 03 34.     (W)     SCALED    
 KY0392* NAVD 88     -       221.124  (meters)     725.47   (feet)  ADJUSTED  
 KY0392  ___________________________________________________________________
 KY0392  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KY0392  DYNAMIC HT  -         221.010 (meters)     725.10  (feet)  COMP
 KY0392  MODELED GRAV-     980,105.3   (mgal)                       NAVD 88
 KY0392
 KY0392  VERT ORDER  -  FIRST     CLASS I
 KY0392
 KY0392.The horizontal coordinates were scaled from a topographic map and have
 KY0392.an estimated accuracy of +/- 6 seconds.
 KY0392
 KY0392.The orthometric height was determined by differential leveling
 KY0392.and adjusted by the National Geodetic Survey in June 1991..
 KY0392.WARNING-Repeat measurements at this control monument indicate possible
 KY0392.vertical movement.
 KY0392
 KY0392.The geoid height was determined by GEOID03.
 KY0392
 KY0392.The dynamic height is computed by dividing the NAVD 88
 KY0392.geopotential number by the normal gravity value computed on the
 KY0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0392.degrees latitude (g = 980.6199 gals.).
 KY0392
 KY0392.The modeled gravity was interpolated from observed gravity values.
 KY0392
 KY0392;                    North         East    Units  Estimated Accuracy
 KY0392;SPC PA S     -   129,200.      404,190.      MT  (+/- 180 meters Scaled)
 KY0392
 KY0392                          SUPERSEDED SURVEY CONTROL
 KY0392
 KY0392  NGVD 29 (??/??/92)  221.235  (m)          725.84   (f) ADJ UNCH    1 1
 KY0392
 KY0392.Superseded values are not recommended for survey control.
 KY0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0392.See file dsdata.txt to determine how the superseded data were derived.
 KY0392
 KY0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE797807(NAD 83)
 KY0392_MARKER: DB = BENCH MARK DISK
 KY0392_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0392_SP_SET: BASE
 KY0392_STAMPING: B 132 1941
 KY0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0392
 KY0392  HISTORY     - Date     Condition        Report By
 KY0392  HISTORY     - 1941     MONUMENTED       CGS
 KY0392  HISTORY     - 1966     GOOD             NGS
 KY0392
 KY0392                          STATION DESCRIPTION
 KY0392
 KY0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY0392'AT MC KEES ROCKS.
 KY0392'AT MC KEES ROCKS, ABOUT 13 RAILS NORTHWEST OF MILEPOST NO. P4,
 KY0392'ON THE PITTSBURGH AND LAKE ERIE RAILROAD, ABOUT 5 RAILS SOUTHEAST
 KY0392'OF THE SOUTHEAST EDGE OF A LARGE STEEL OVERPASS OVER THE TRACK
 KY0392'AND UNDER THE ROAD THAT LEADS TO MC KEES ROCKS BRIDGE OVER THE
 KY0392'OHIO RIVER, SET IN THE TOP OF AN OLD ABANDONED SIGNAL BASE THAT
 KY0392'IS 2X2-FEET-SQUARE, 6.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 KY0392'OF A YARD TRACK, 5.8 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 KY0392'THE WESTBOUND MAIN TRACK AND ABOUT LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1302 ***********************************************************************
 KX1302  DESIGNATION -  B 133
 KX1302  PID         -  KX1302
 KX1302  STATE/COUNTY-  PA/WASHINGTON
 KX1302  USGS QUAD   -  MONONGAHELA (1993)
 KX1302
 KX1302                         *CURRENT SURVEY CONTROL
 KX1302  ___________________________________________________________________
 KX1302* NAD 83(1986)-  40 12 27.     (N)    079 56 23.     (W)     SCALED    
 KX1302* NAVD 88     -       230.073  (meters)     754.83   (feet)  ADJUSTED  
 KX1302  ___________________________________________________________________
 KX1302  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KX1302  DYNAMIC HT  -         229.952 (meters)     754.43  (feet)  COMP
 KX1302  MODELED GRAV-     980,094.2   (mgal)                       NAVD 88
 KX1302
 KX1302  VERT ORDER  -  FIRST     CLASS II
 KX1302
 KX1302.The horizontal coordinates were scaled from a topographic map and have
 KX1302.an estimated accuracy of +/- 6 seconds.
 KX1302
 KX1302.The orthometric height was determined by differential leveling
 KX1302.and adjusted by the National Geodetic Survey in June 1991..
 KX1302
 KX1302.The geoid height was determined by GEOID03.
 KX1302
 KX1302.The dynamic height is computed by dividing the NAVD 88
 KX1302.geopotential number by the normal gravity value computed on the
 KX1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1302.degrees latitude (g = 980.6199 gals.).
 KX1302
 KX1302.The modeled gravity was interpolated from observed gravity values.
 KX1302
 KX1302;                    North         East    Units  Estimated Accuracy
 KX1302;SPC PA S     -    99,370.      413,600.      MT  (+/- 180 meters Scaled)
 KX1302
 KX1302                          SUPERSEDED SURVEY CONTROL
 KX1302
 KX1302  NGVD 29 (??/??/92)  230.247  (m)          755.40   (f) ADJ UNCH    1 2
 KX1302
 KX1302.Superseded values are not recommended for survey control.
 KX1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1302.See file dsdata.txt to determine how the superseded data were derived.
 KX1302
 KX1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE902513(NAD 83)
 KX1302_MARKER: DB = BENCH MARK DISK
 KX1302_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 KX1302_SP_SET: RETAINING WALL
 KX1302_STAMPING: B 133 1941
 KX1302_MARK LOGO: CGS   
 KX1302_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX1302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KX1302+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1990
 KX1302
 KX1302  HISTORY     - Date     Condition        Report By
 KX1302  HISTORY     - 1941     MONUMENTED       CGS
 KX1302  HISTORY     - 1983     GOOD             NGS
 KX1302  HISTORY     - 19900618 GOOD             NGS
 KX1302  HISTORY     - 19921114 GOOD             NGS
 KX1302
 KX1302                          STATION DESCRIPTION
 KX1302
 KX1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1302'1.1 MI NW FROM MONONGAHELA.
 KX1302'1.1 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1302'STATION AT MONONGAHELA, 15-1/2 RAILS WEST OF MILEPOST 29, 4 RAILS
 KX1302'EAST OF A ROAD CROSSING, 22.5 FEET SOUTH OF POWER-TRANSMISSION
 KX1302'LINE POLE 246, IN THE WEST CORNER OF THE CONCRETE RETAINING WALL
 KX1302'AT THE STANDARD DRY PRODUCTS CO. PLANT, 2 FEET EAST OF THE EAST
 KX1302'END OF THE WALL, AND 15 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 KX1302'TRACK.  A STANDARD DISK, STAMPED B 133 1941.
 KX1302
 KX1302                          STATION RECOVERY (1983)
 KX1302
 KX1302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1302'RECOVERED IN GOOD CONDITION.
 KX1302
 KX1302                          STATION RECOVERY (1990)
 KX1302
 KX1302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 KX1302'1.6 KM (1.0 MI) NORTHWESTERLY ALONG THE CONRAIL RAILROAD FROM THE
 KX1302'STATION IN MONONGAHELA, IN THE NORTHWEST END OF A CONCRETE RETAINING
 KX1302'WALL, 37.8 M (124.0 FT) SOUTHEAST OF THE CENTER OF PINE STREET, 15.1
 KX1302'M (49.5 FT) WEST OF THE SOUTHWEST CORNER OF THE ALLIED BLOCK
 KX1302'INDUSTRIES BUILDING, 6.4 M (21.0 FT) WEST OF UTILITY POLE NUMBER 246,
 KX1302'5.0 M (16.4 FT) SOUTHEAST OF THE NEAR RAIL, AND 0.5 M (1.6 FT) ABOVE
 KX1302'THE LEVEL OF THE TRACK.  NOTE--THE RETAINING WALL IS BEING PUSHED TO
 KX1302'THE NORTHEAST BY HEAVY TRUCK TRAFFIC.  THE MARK SHOULD BE USED WITH
 KX1302'CAUTION.
 KX1302
 KX1302                          STATION RECOVERY (1992)
 KX1302
 KX1302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 KX1302'1.6 KM (1.00 MI) NORTHEASTERLY ALONG THE CONRAIL RAILROAD FROM THE
 KX1302'STATION IN MONONGAHELA, IN THE NORTHWEST END OF A SMALL CONCRETE
 KX1302'RETAINING WALL, 37.8 M (124.0 FT) SOUTHEAST OF THE CENTER OF PINE
 KX1302'STREET, 15.1 M (49.5 FT) WEST OF THE SOUTHWEST CORNER OF ALLIED BLOCK
 KX1302'INDUSTRIES, 6.4 M (21.0 FT) WEST OF UTILITY POLE NUMBER 246, 5.0 M
 KX1302'(16.4 FT) NORTHEAST OF THE NEAR RAIL, AND 0.5 M (1.6 FT) ABOVE THE
 KX1302'LEVEL OF THE TRACK.  NOTE--THE MARK IS BEING PUSHED TO THE NORTHWEST
 KX1302'BY HEAVY TRUCK TRAFFIC.  USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1523 ***********************************************************************
 KX1523  DESIGNATION -  B 134
 KX1523  PID         -  KX1523
 KX1523  STATE/COUNTY-  PA/ARMSTRONG
 KX1523  USGS QUAD   -  LEECHBURG (1977)
 KX1523
 KX1523                         *CURRENT SURVEY CONTROL
 KX1523  ___________________________________________________________________
 KX1523* NAD 83(1986)-  40 43 44.     (N)    079 34 52.     (W)     SCALED    
 KX1523* NAVD 88     -       239.104  (meters)     784.46   (feet)  ADJUSTED  
 KX1523  ___________________________________________________________________
 KX1523  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 KX1523  DYNAMIC HT  -         238.984 (meters)     784.07  (feet)  COMP
 KX1523  MODELED GRAV-     980,117.4   (mgal)                       NAVD 88
 KX1523
 KX1523  VERT ORDER  -  FIRST     CLASS II
 KX1523
 KX1523.The horizontal coordinates were scaled from a topographic map and have
 KX1523.an estimated accuracy of +/- 6 seconds.
 KX1523
 KX1523.The orthometric height was determined by differential leveling
 KX1523.and adjusted by the National Geodetic Survey in June 1991..
 KX1523
 KX1523.The geoid height was determined by GEOID03.
 KX1523
 KX1523.The dynamic height is computed by dividing the NAVD 88
 KX1523.geopotential number by the normal gravity value computed on the
 KX1523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1523.degrees latitude (g = 980.6199 gals.).
 KX1523
 KX1523.The modeled gravity was interpolated from observed gravity values.
 KX1523
 KX1523;                    North         East    Units  Estimated Accuracy
 KX1523;SPC PA S     -   156,560.      445,330.      MT  (+/- 180 meters Scaled)
 KX1523
 KX1523                          SUPERSEDED SURVEY CONTROL
 KX1523
 KX1523  NGVD 29 (??/??/92)  239.282  (m)          785.04   (f) ADJ UNCH    1 2
 KX1523
 KX1523.Superseded values are not recommended for survey control.
 KX1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1523.See file dsdata.txt to determine how the superseded data were derived.
 KX1523
 KX1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF198096(NAD 83)
 KX1523_MARKER: DB = BENCH MARK DISK
 KX1523_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1523_SP_SET: FOUNDATION
 KX1523_STAMPING: B 134 1941
 KX1523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1523
 KX1523  HISTORY     - Date     Condition        Report By
 KX1523  HISTORY     - 1941     MONUMENTED       CGS
 KX1523  HISTORY     - 1954     MARK NOT FOUND   NGS
 KX1523
 KX1523                          STATION DESCRIPTION
 KX1523
 KX1523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KX1523'6.9 MI NE FROM SCHENLEY.
 KX1523'6.9 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM SCHENLEY,
 KX1523'ARMSTRONG COUNTY, 0.8 MILE UPSTREAM FROM DAM 6, AT AN OLD COAL
 KX1523'TIPPLE, IN THE TOP OF AN ABANDONED FOUNDATION PEDESTAL (THE SOUTH
 KX1523'CENTER ONE IN A GROUP OF 15), 47 FEET LANDWARD OF THE EDGE OF
 KX1523'THE RIVER BANK, 24.8 FEET LANDWARD OF THE LAND RAIL, AND ABOUT
 KX1523'2 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED B 134 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0093 ***********************************************************************
 ND0093  DESIGNATION -  B 135
 ND0093  PID         -  ND0093
 ND0093  STATE/COUNTY-  PA/ERIE
 ND0093  USGS QUAD   -  ERIE SOUTH (1996)
 ND0093
 ND0093                         *CURRENT SURVEY CONTROL
 ND0093  ___________________________________________________________________
 ND0093* NAD 83(1986)-  42 06 03.     (N)    080 01 09.     (W)     SCALED    
 ND0093* NAVD 88     -       308.778  (meters)    1013.05   (feet)  ADJUSTED  
 ND0093  ___________________________________________________________________
 ND0093  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 ND0093  DYNAMIC HT  -         308.665 (meters)    1012.68  (feet)  COMP
 ND0093  MODELED GRAV-     980,247.8   (mgal)                       NAVD 88
 ND0093
 ND0093  VERT ORDER  -  FIRST     CLASS II
 ND0093
 ND0093.The horizontal coordinates were scaled from a topographic map and have
 ND0093.an estimated accuracy of +/- 6 seconds.
 ND0093
 ND0093.The orthometric height was determined by differential leveling
 ND0093.and adjusted by the National Geodetic Survey in June 1991..
 ND0093
 ND0093.The geoid height was determined by GEOID03.
 ND0093
 ND0093.The dynamic height is computed by dividing the NAVD 88
 ND0093.geopotential number by the normal gravity value computed on the
 ND0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0093.degrees latitude (g = 980.6199 gals.).
 ND0093
 ND0093.The modeled gravity was interpolated from observed gravity values.
 ND0093
 ND0093;                    North         East    Units  Estimated Accuracy
 ND0093;SPC PA N     -   217,260.      412,310.      MT  (+/- 180 meters Scaled)
 ND0093
 ND0093                          SUPERSEDED SURVEY CONTROL
 ND0093
 ND0093  NGVD 29 (??/??/92)  308.957  (m)         1013.64   (f) ADJ UNCH    1 2
 ND0093
 ND0093.Superseded values are not recommended for survey control.
 ND0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0093.See file dsdata.txt to determine how the superseded data were derived.
 ND0093
 ND0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG811614(NAD 83)
 ND0093_MARKER: DB = BENCH MARK DISK
 ND0093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ND0093_SP_SET: ABUTMENT
 ND0093_STAMPING: B 135 1941
 ND0093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0093
 ND0093  HISTORY     - Date     Condition        Report By
 ND0093  HISTORY     - 1941     MONUMENTED       CGS
 ND0093  HISTORY     - 1961     GOOD             NGS
 ND0093  HISTORY     - 19990801 GOOD             PADT
 ND0093
 ND0093                          STATION DESCRIPTION
 ND0093
 ND0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ND0093'4.0 MI SE FROM ERIE.
 ND0093'0.6 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION AT
 ND0093'ERIE, ERIE COUNTY, THENCE 3.4 MILES SOUTHEAST ALONG STATE HIGHWAY 8.
 ND0093'AT THE UNDERPASS OF THE HIGHWAY AND THE RAILROAD, IN THE NORTHWEST
 ND0093'CORNER OF THE NORTHEAST ABUTMENT, 10 FEET NORTHWEST OF THE NORTHWEST
 ND0093'RAIL OF THE NORTHWEST TRACK, AND 5 FEET LOWER THAN THE TRACK. A
 ND0093'STANDARD DISK, STAMPED B 135 1941.
 ND0093
 ND0093                          STATION RECOVERY (1999)
 ND0093
 ND0093'RECOVERY NOTE BY PA DEPT OF TRANSP 1999
 ND0093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1240 ***********************************************************************
 KX1240  DESIGNATION -  B 136
 KX1240  PID         -  KX1240
 KX1240  STATE/COUNTY-  PA/ALLEGHENY
 KX1240  USGS QUAD   -  BRADDOCK (1979)
 KX1240
 KX1240                         *CURRENT SURVEY CONTROL
 KX1240  ___________________________________________________________________
 KX1240* NAD 83(1986)-  40 23 49.     (N)    079 51 09.     (W)     SCALED    
 KX1240* NAVD 88     -       242.574  (meters)     795.84   (feet)  ADJUSTED  
 KX1240  ___________________________________________________________________
 KX1240  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 KX1240  DYNAMIC HT  -         242.448 (meters)     795.43  (feet)  COMP
 KX1240  MODELED GRAV-     980,103.8   (mgal)                       NAVD 88
 KX1240
 KX1240  VERT ORDER  -  FIRST     CLASS II
 KX1240
 KX1240.The horizontal coordinates were scaled from a topographic map and have
 KX1240.an estimated accuracy of +/- 6 seconds.
 KX1240
 KX1240.The orthometric height was determined by differential leveling
 KX1240.and adjusted by the National Geodetic Survey in June 1991..
 KX1240
 KX1240.The geoid height was determined by GEOID03.
 KX1240
 KX1240.The dynamic height is computed by dividing the NAVD 88
 KX1240.geopotential number by the normal gravity value computed on the
 KX1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1240.degrees latitude (g = 980.6199 gals.).
 KX1240
 KX1240.The modeled gravity was interpolated from observed gravity values.
 KX1240
 KX1240;                    North         East    Units  Estimated Accuracy
 KX1240;SPC PA S     -   120,220.      421,530.      MT  (+/- 180 meters Scaled)
 KX1240
 KX1240                          SUPERSEDED SURVEY CONTROL
 KX1240
 KX1240  NGVD 29 (??/??/92)  242.75   (m)          796.4    (f) COMPUTED    1 2
 KX1240
 KX1240.Superseded values are not recommended for survey control.
 KX1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1240.See file dsdata.txt to determine how the superseded data were derived.
 KX1240
 KX1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE973724(NAD 83)
 KX1240_MARKER: DB = BENCH MARK DISK
 KX1240_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1240_SP_SET: SUBWAY ENTRANCE
 KX1240_STAMPING: B 136 1941
 KX1240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1240
 KX1240  HISTORY     - Date     Condition        Report By
 KX1240  HISTORY     - 1941     MONUMENTED       CGS
 KX1240  HISTORY     - 1966     MARK NOT FOUND   NGS
 KX1240
 KX1240                          STATION DESCRIPTION
 KX1240
 KX1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX1240'0.7 MI E FROM BRADDOCK.
 KX1240'0.7 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM BRADDOCK,
 KX1240'10.3 FEET WEST OF THE WEST END OF THE WAITING STATION AT BESSEMER,
 KX1240'9 RAILS EAST OF SIGNAL BRIDGE NO. 342.3, IN THE SOUTHEAST CORNER
 KX1240'OF THE NORTH CASEMENT OF A SUBWAY ENTRANCE, AND 12.8 FEET NORTH
 KX1240'OF THE NORTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1569 ***********************************************************************
 KX1569  DESIGNATION -  B 137
 KX1569  PID         -  KX1569
 KX1569  STATE/COUNTY-  PA/WESTMORELAND
 KX1569  USGS QUAD   -  VANDERGRIFT (1993)
 KX1569
 KX1569                         *CURRENT SURVEY CONTROL
 KX1569  ___________________________________________________________________
 KX1569* NAD 83(1986)-  40 32 06.     (N)    079 30 15.     (W)     SCALED    
 KX1569* NAVD 88     -       254.235  (meters)     834.10   (feet)  ADJUSTED  
 KX1569  ___________________________________________________________________
 KX1569  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KX1569  DYNAMIC HT  -         254.103 (meters)     833.67  (feet)  COMP
 KX1569  MODELED GRAV-     980,099.9   (mgal)                       NAVD 88
 KX1569
 KX1569  VERT ORDER  -  FIRST     CLASS II
 KX1569
 KX1569.The horizontal coordinates were scaled from a topographic map and have
 KX1569.an estimated accuracy of +/- 6 seconds.
 KX1569
 KX1569.The orthometric height was determined by differential leveling
 KX1569.and adjusted by the National Geodetic Survey in June 1991..
 KX1569
 KX1569.The geoid height was determined by GEOID03.
 KX1569
 KX1569.The dynamic height is computed by dividing the NAVD 88
 KX1569.geopotential number by the normal gravity value computed on the
 KX1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1569.degrees latitude (g = 980.6199 gals.).
 KX1569
 KX1569.The modeled gravity was interpolated from observed gravity values.
 KX1569
 KX1569;                    North         East    Units  Estimated Accuracy
 KX1569;SPC PA S     -   134,900.      451,400.      MT  (+/- 180 meters Scaled)
 KX1569
 KX1569                          SUPERSEDED SURVEY CONTROL
 KX1569
 KX1569  NGVD 29 (??/??/92)  254.414  (m)          834.69   (f) ADJ UNCH    1 2
 KX1569
 KX1569.Superseded values are not recommended for survey control.
 KX1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1569.See file dsdata.txt to determine how the superseded data were derived.
 KX1569
 KX1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE266882(NAD 83)
 KX1569_MARKER: DB = BENCH MARK DISK
 KX1569_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1569_SP_SET: WALL
 KX1569_STAMPING: B 137 1941
 KX1569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1569
 KX1569  HISTORY     - Date     Condition        Report By
 KX1569  HISTORY     - 1941     MONUMENTED       CGS
 KX1569  HISTORY     - 1952     MARK NOT FOUND   USGS
 KX1569
 KX1569                          STATION DESCRIPTION
 KX1569
 KX1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1569'18 MI SE FROM SCHENLEY.
 KX1569'IN WESTMORELAND COUNTY, ABOUT 18 MILES SOUTHEAST ALONG THE
 KX1569'PENNSYLVANIA RAILROAD FROM SCHENLEY, ARMSTRONG COUNTY, ABOUT
 KX1569'1.1 MILES DOWNSTREAM FROM SALINA, IN THE TOP OF A STONE RETAINING
 KX1569'WALL OPPOSITE MILEPOST 30, ABOUT 42 FEET DOWNSTREAM AND ACROSS THE
 KX1569'TRACKS FROM THE MILEPOST, ABOUT 24 FEET DOWNSTREAM FROM A POINT
 KX1569'DIRECTLY OPPOSITE THE MILEPOST, 6.9 FEET LANDWARD OF THE LAND
 KX1569'RAIL, AND 2.5 FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD
 KX1569'DISK, STAMPED B 137 1941.  NOTE-- THERE IS NO EVIDENCE OF THE
 KX1569'RETAINING WALL NEAR MILEPOST 30 AS DESCRIBED IN DESCRIPTION.
 KX1569
 KX1569                          STATION RECOVERY (1952)
 KX1569
 KX1569'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 KX1569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1221 ***********************************************************************
 MA1221  DESIGNATION -  B 138
 MA1221  PID         -  MA1221
 MA1221  STATE/COUNTY-  PA/VENANGO
 MA1221  USGS QUAD   -  KENNERDELL (1981)
 MA1221
 MA1221                         *CURRENT SURVEY CONTROL
 MA1221  ___________________________________________________________________
 MA1221* NAD 83(1986)-  41 19 32.     (N)    079 50 14.     (W)     SCALED    
 MA1221* NAVD 88     -       293.597  (meters)     963.24   (feet)  ADJUSTED  
 MA1221  ___________________________________________________________________
 MA1221  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 MA1221  DYNAMIC HT  -         293.460 (meters)     962.79  (feet)  COMP
 MA1221  MODELED GRAV-     980,152.1   (mgal)                       NAVD 88
 MA1221
 MA1221  VERT ORDER  -  FIRST     CLASS II
 MA1221
 MA1221.The horizontal coordinates were scaled from a topographic map and have
 MA1221.an estimated accuracy of +/- 6 seconds.
 MA1221
 MA1221.The orthometric height was determined by differential leveling
 MA1221.and adjusted by the National Geodetic Survey in June 1991..
 MA1221
 MA1221.The geoid height was determined by GEOID03.
 MA1221
 MA1221.The dynamic height is computed by dividing the NAVD 88
 MA1221.geopotential number by the normal gravity value computed on the
 MA1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1221.degrees latitude (g = 980.6199 gals.).
 MA1221
 MA1221.The modeled gravity was interpolated from observed gravity values.
 MA1221
 MA1221;                    North         East    Units  Estimated Accuracy
 MA1221;SPC PA N     -   130,800.      425,280.      MT  (+/- 180 meters Scaled)
 MA1221
 MA1221                          SUPERSEDED SURVEY CONTROL
 MA1221
 MA1221  NGVD 29 (??/??/92)  293.769  (m)          963.81   (f) ADJ UNCH    1 2
 MA1221
 MA1221.Superseded values are not recommended for survey control.
 MA1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1221.See file dsdata.txt to determine how the superseded data were derived.
 MA1221
 MA1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF973755(NAD 83)
 MA1221_MARKER: DB = BENCH MARK DISK
 MA1221_SETTING: 80 = SET IN A BOULDER
 MA1221_SP_SET: BOULDER
 MA1221_STAMPING: B 138 1941
 MA1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1221+STABILITY: SURFACE MOTION
 MA1221
 MA1221  HISTORY     - Date     Condition        Report By
 MA1221  HISTORY     - 1941     MONUMENTED       CGS
 MA1221
 MA1221                          STATION DESCRIPTION
 MA1221
 MA1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA1221'0.8 MI N FROM BRANDON.
 MA1221'0.8 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM BRANDON,
 MA1221'VENANGO COUNTY, 36 FEET LANDWARD OF MILEPOST 114, 22.8 FEET
 MA1221'LANDWARD OF THE LAND RAIL, IN THE TOP OF A BLACK BOULDER, AND
 MA1221'ABOUT 2 FEET ABOVE THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 MA1221'B 138 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1260 ***********************************************************************
 MA1260  DESIGNATION -  B 139
 MA1260  PID         -  MA1260
 MA1260  STATE/COUNTY-  PA/CLARION
 MA1260  USGS QUAD   -  PARKER (1979)
 MA1260
 MA1260                         *CURRENT SURVEY CONTROL
 MA1260  ___________________________________________________________________
 MA1260* NAD 83(1986)-  41 03 28.     (N)    079 39 46.     (W)     SCALED    
 MA1260* NAVD 88     -       267.241  (meters)     876.77   (feet)  ADJUSTED  
 MA1260  ___________________________________________________________________
 MA1260  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MA1260  DYNAMIC HT  -         267.114 (meters)     876.36  (feet)  COMP
 MA1260  MODELED GRAV-     980,142.0   (mgal)                       NAVD 88
 MA1260
 MA1260  VERT ORDER  -  FIRST     CLASS II
 MA1260
 MA1260.The horizontal coordinates were scaled from a topographic map and have
 MA1260.an estimated accuracy of +/- 6 seconds.
 MA1260
 MA1260.The orthometric height was determined by differential leveling
 MA1260.and adjusted by the National Geodetic Survey in June 1991..
 MA1260
 MA1260.The geoid height was determined by GEOID03.
 MA1260
 MA1260.The dynamic height is computed by dividing the NAVD 88
 MA1260.geopotential number by the normal gravity value computed on the
 MA1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1260.degrees latitude (g = 980.6199 gals.).
 MA1260
 MA1260.The modeled gravity was interpolated from observed gravity values.
 MA1260
 MA1260;                    North         East    Units  Estimated Accuracy
 MA1260;SPC PA N     -   100,740.      439,230.      MT  (+/- 180 meters Scaled)
 MA1260
 MA1260                          SUPERSEDED SURVEY CONTROL
 MA1260
 MA1260  NGVD 29 (??/??/92)  267.410  (m)          877.33   (f) ADJ UNCH    1 2
 MA1260
 MA1260.Superseded values are not recommended for survey control.
 MA1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1260.See file dsdata.txt to determine how the superseded data were derived.
 MA1260
 MA1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF123460(NAD 83)
 MA1260_MARKER: DB = BENCH MARK DISK
 MA1260_SETTING: 66 = SET IN ROCK OUTCROP
 MA1260_SP_SET: ROCK OUTCROP
 MA1260_STAMPING: B 139 1941
 MA1260_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA1260+STABILITY: POSITION/ELEVATION WELL
 MA1260
 MA1260  HISTORY     - Date     Condition        Report By
 MA1260  HISTORY     - 1941     MONUMENTED       CGS
 MA1260  HISTORY     - 20000501 MARK NOT FOUND   DTM
 MA1260
 MA1260                          STATION DESCRIPTION
 MA1260
 MA1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA1260'0.6 MI N FROM WEST MONTEREY.
 MA1260'0.6 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA1260'AT WEST MONTEREY, CLARION COUNTY, 600 FEET UPSTREAM FROM MILEPOST
 MA1260'79, 120 FEET UPSTREAM AND RIVERWARD FROM THE UPSTREAM CORNER OF
 MA1260'A BLACK FRAME HOUSE, IN THE WEST FACE OF A NATIVE ROCK OUTCROP,
 MA1260'9.2 FEET LANDWARD OF THE LAND RAIL, AND 2.5 FEET ABOVE THE TOP
 MA1260'OF THE RAIL.  A STANDARD DISK, STAMPED B 139 1941 AND SET
 MA1260'VERTICALLY.
 MA1260
 MA1260                          STATION RECOVERY (2000)
 MA1260
 MA1260'RECOVERY NOTE BY DONALD T. MCQUILLAN 2000 (CW)
 MA1260'REPORTED DESTROYED BY LOCENG.  A DRILLHOLE AND RECESS WERE FOUND IN
 MA1260'THE ROCK FACE AT THE DESCRIBED LOCATION, INDICATING THAT VANDALS HAD
 MA1260'REMOVED THE DISC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1280 ***********************************************************************
 MA1280  DESIGNATION -  B 140
 MA1280  PID         -  MA1280
 MA1280  STATE/COUNTY-  PA/VENANGO
 MA1280  USGS QUAD   -  PRESIDENT (1981)
 MA1280
 MA1280                         *CURRENT SURVEY CONTROL
 MA1280  ___________________________________________________________________
 MA1280* NAD 83(1986)-  41 27 57.     (N)    079 36 05.     (W)     SCALED    
 MA1280* NAVD 88     -       316.479  (meters)    1038.31   (feet)  ADJUSTED  
 MA1280  ___________________________________________________________________
 MA1280  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 MA1280  DYNAMIC HT  -         316.335 (meters)    1037.84  (feet)  COMP
 MA1280  MODELED GRAV-     980,159.9   (mgal)                       NAVD 88
 MA1280
 MA1280  VERT ORDER  -  FIRST     CLASS II
 MA1280
 MA1280.The horizontal coordinates were scaled from a topographic map and have
 MA1280.an estimated accuracy of +/- 6 seconds.
 MA1280
 MA1280.The orthometric height was determined by differential leveling
 MA1280.and adjusted by the National Geodetic Survey in June 1991..
 MA1280
 MA1280.The geoid height was determined by GEOID03.
 MA1280
 MA1280.The dynamic height is computed by dividing the NAVD 88
 MA1280.geopotential number by the normal gravity value computed on the
 MA1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1280.degrees latitude (g = 980.6199 gals.).
 MA1280
 MA1280.The modeled gravity was interpolated from observed gravity values.
 MA1280
 MA1280;                    North         East    Units  Estimated Accuracy
 MA1280;SPC PA N     -   145,930.      445,350.      MT  (+/- 180 meters Scaled)
 MA1280
 MA1280                          SUPERSEDED SURVEY CONTROL
 MA1280
 MA1280  NGVD 29 (??/??/92)  316.650  (m)         1038.88   (f) ADJ UNCH    1 2
 MA1280
 MA1280.Superseded values are not recommended for survey control.
 MA1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1280.See file dsdata.txt to determine how the superseded data were derived.
 MA1280
 MA1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF167914(NAD 83)
 MA1280_MARKER: DB = BENCH MARK DISK
 MA1280_SETTING: 80 = SET IN A BOULDER
 MA1280_SP_SET: BOULDER
 MA1280_STAMPING: B 140 1941
 MA1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1280+STABILITY: SURFACE MOTION
 MA1280
 MA1280  HISTORY     - Date     Condition        Report By
 MA1280  HISTORY     - 1941     MONUMENTED       CGS
 MA1280
 MA1280                          STATION DESCRIPTION
 MA1280
 MA1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA1280'1.1 MI E FROM OLEOPOLIS.
 MA1280'ABOUT 1.1 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA1280'STATION AT OLEOPOLIS, VENANGO COUNTY, 54.2 FEET NORTHEAST OF
 MA1280'POLE 10+10, 77.0 FEET SOUTHWEST OF A 12-INCH CAST-IRON CULVERT,
 MA1280'8.6 FEET NORTHWEST OF THE NORTHWEST RAIL, AND IN A LARGE BOULDER.
 MA1280'A STANDARD DISK, STAMPED B 140 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0669 ***********************************************************************
 MA0669  DESIGNATION -  B 141
 MA0669  PID         -  MA0669
 MA0669  STATE/COUNTY-  PA/WARREN
 MA0669  USGS QUAD   -  CORNPLANTER RUN (1983)
 MA0669
 MA0669                         *CURRENT SURVEY CONTROL
 MA0669  ___________________________________________________________________
 MA0669* NAD 83(1986)-  41 55 40.     (N)    078 55 45.     (W)     SCALED    
 MA0669* NAVD 88     -       386.777  (meters)    1268.95   (feet)  ADJUSTED  
 MA0669  ___________________________________________________________________
 MA0669  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 MA0669  DYNAMIC HT  -         386.626 (meters)    1268.46  (feet)  COMP
 MA0669  MODELED GRAV-     980,219.9   (mgal)                       NAVD 88
 MA0669
 MA0669  VERT ORDER  -  FIRST     CLASS II
 MA0669
 MA0669.The horizontal coordinates were scaled from a topographic map and have
 MA0669.an estimated accuracy of +/- 6 seconds.
 MA0669
 MA0669.The orthometric height was determined by differential leveling
 MA0669.and adjusted by the National Geodetic Survey in June 1991..
 MA0669
 MA0669.The geoid height was determined by GEOID03.
 MA0669
 MA0669.The dynamic height is computed by dividing the NAVD 88
 MA0669.geopotential number by the normal gravity value computed on the
 MA0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0669.degrees latitude (g = 980.6199 gals.).
 MA0669
 MA0669.The modeled gravity was interpolated from observed gravity values.
 MA0669
 MA0669;                    North         East    Units  Estimated Accuracy
 MA0669;SPC PA N     -   196,250.      502,200.      MT  (+/- 180 meters Scaled)
 MA0669
 MA0669                          SUPERSEDED SURVEY CONTROL
 MA0669
 MA0669  NGVD 29 (??/??/92)  386.943  (m)         1269.50   (f) ADJ UNCH    1 2
 MA0669
 MA0669.Superseded values are not recommended for survey control.
 MA0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0669.See file dsdata.txt to determine how the superseded data were derived.
 MA0669
 MA0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG716438(NAD 83)
 MA0669_MARKER: DB = BENCH MARK DISK
 MA0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0669_STAMPING: B 141 1941
 MA0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0669+STABILITY: SURFACE MOTION
 MA0669
 MA0669  HISTORY     - Date     Condition        Report By
 MA0669  HISTORY     - 1941     MONUMENTED       CGS
 MA0669  HISTORY     - 1966     MARK NOT FOUND   USGS
 MA0669
 MA0669                          STATION DESCRIPTION
 MA0669
 MA0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA0669'4.4 MI N FROM KINZUA.
 MA0669'4.4 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA0669'AT KINZUA, WARREN COUNTY, 500 FEET NORTH OF MILEPOST 73, AT A
 MA0669'ROAD CROSSING, 69 FEET SOUTHEAST OF THE CENTER OF THE CROSSING,
 MA0669'36 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 23.3 FEET EAST OF
 MA0669'THE EAST RAIL, AND ABOUT 3 FEET HIGHER THAN THE RAIL.  A STANDARD
 MA0669'DISK, STAMPED B 141 1941 AND SET IN THE TOP OF A CONCRETE POST
 MA0669'PROJECTING 3 INCHES ABOVE GROUND.
 MA0669
 MA0669                          STATION RECOVERY (1966)
 MA0669
 MA0669'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MA0669'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1533 ***********************************************************************
 MA1533  DESIGNATION -  B 142
 MA1533  PID         -  MA1533
 MA1533  STATE/COUNTY-  PA/ERIE
 MA1533  USGS QUAD   -  MILLERS STATION (1977)
 MA1533
 MA1533                         *CURRENT SURVEY CONTROL
 MA1533  ___________________________________________________________________
 MA1533* NAD 83(1986)-  41 51 32.     (N)    079 59 01.     (W)     SCALED    
 MA1533* NAVD 88     -       360.504  (meters)    1182.75   (feet)  ADJUSTED  
 MA1533  ___________________________________________________________________
 MA1533  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 MA1533  DYNAMIC HT  -         360.359 (meters)    1182.28  (feet)  COMP
 MA1533  MODELED GRAV-     980,210.2   (mgal)                       NAVD 88
 MA1533
 MA1533  VERT ORDER  -  FIRST     CLASS II
 MA1533
 MA1533.The horizontal coordinates were scaled from a topographic map and have
 MA1533.an estimated accuracy of +/- 6 seconds.
 MA1533
 MA1533.The orthometric height was determined by differential leveling
 MA1533.and adjusted by the National Geodetic Survey in June 1991..
 MA1533
 MA1533.The geoid height was determined by GEOID03.
 MA1533
 MA1533.The dynamic height is computed by dividing the NAVD 88
 MA1533.geopotential number by the normal gravity value computed on the
 MA1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1533.degrees latitude (g = 980.6199 gals.).
 MA1533
 MA1533.The modeled gravity was interpolated from observed gravity values.
 MA1533
 MA1533;                    North         East    Units  Estimated Accuracy
 MA1533;SPC PA N     -   190,320.      414,560.      MT  (+/- 180 meters Scaled)
 MA1533
 MA1533                          SUPERSEDED SURVEY CONTROL
 MA1533
 MA1533  NGVD 29 (??/??/92)  360.678  (m)         1183.32   (f) ADJ UNCH    1 2
 MA1533
 MA1533.Superseded values are not recommended for survey control.
 MA1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1533.See file dsdata.txt to determine how the superseded data were derived.
 MA1533
 MA1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG843346(NAD 83)
 MA1533_MARKER: DB = BENCH MARK DISK
 MA1533_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1533_SP_SET: ABUTMENT
 MA1533_STAMPING: B 142 1941
 MA1533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1533
 MA1533  HISTORY     - Date     Condition        Report By
 MA1533  HISTORY     - 1941     MONUMENTED       CGS
 MA1533
 MA1533                          STATION DESCRIPTION
 MA1533
 MA1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA1533'1.5 MI SW FROM MILL VILLAGE.
 MA1533'1.5 MILES SOUTHWEST ALONG THE ERIE RAILROAD FROM THE STATION AT
 MA1533'MILL VILLAGE, ERIE COUNTY, 11 RAILS SOUTH OF MILEPOST 81, 3
 MA1533'RAILS NORTH OF A PRIVATE ROAD CROSSING, AT BRIDGE NO. 81.10,
 MA1533'IN THE SOUTH CORNER OF THE EAST ABUTMENT, 25 FEET EAST OF THE
 MA1533'EAST RAIL, AND ABOUT 6 FEET LOWER THAN THE TRACK.  A STANDARD
 MA1533'DISK, STAMPED B 142 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1482 ***********************************************************************
 MA1482  DESIGNATION -  B 143
 MA1482  PID         -  MA1482
 MA1482  STATE/COUNTY-  PA/ERIE
 MA1482  USGS QUAD   -  UNION CITY (1977)
 MA1482
 MA1482                         *CURRENT SURVEY CONTROL
 MA1482  ___________________________________________________________________
 MA1482* NAD 83(1986)-  41 53 52.     (N)    079 50 24.     (W)     SCALED    
 MA1482* NAVD 88     -       388.515  (meters)    1274.65   (feet)  ADJUSTED  
 MA1482  ___________________________________________________________________
 MA1482  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 MA1482  DYNAMIC HT  -         388.357 (meters)    1274.13  (feet)  COMP
 MA1482  MODELED GRAV-     980,204.9   (mgal)                       NAVD 88
 MA1482
 MA1482  VERT ORDER  -  FIRST     CLASS II
 MA1482
 MA1482.The horizontal coordinates were scaled from a topographic map and have
 MA1482.an estimated accuracy of +/- 6 seconds.
 MA1482
 MA1482.The orthometric height was determined by differential leveling
 MA1482.and adjusted by the National Geodetic Survey in June 1991..
 MA1482
 MA1482.The geoid height was determined by GEOID03.
 MA1482
 MA1482.The dynamic height is computed by dividing the NAVD 88
 MA1482.geopotential number by the normal gravity value computed on the
 MA1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1482.degrees latitude (g = 980.6199 gals.).
 MA1482
 MA1482.The modeled gravity was interpolated from observed gravity values.
 MA1482
 MA1482;                    North         East    Units  Estimated Accuracy
 MA1482;SPC PA N     -   194,340.      426,580.      MT  (+/- 180 meters Scaled)
 MA1482
 MA1482                          SUPERSEDED SURVEY CONTROL
 MA1482
 MA1482  NGVD 29 (??/??/92)  388.678  (m)         1275.19   (f) ADJ UNCH    1 2
 MA1482
 MA1482.Superseded values are not recommended for survey control.
 MA1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1482.See file dsdata.txt to determine how the superseded data were derived.
 MA1482
 MA1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG962390(NAD 83)
 MA1482_MARKER: DB = BENCH MARK DISK
 MA1482_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1482_SP_SET: ABUTMENT
 MA1482_STAMPING: B 143 1941
 MA1482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1482
 MA1482  HISTORY     - Date     Condition        Report By
 MA1482  HISTORY     - 1941     MONUMENTED       CGS
 MA1482  HISTORY     - 1964     GOOD             NGS
 MA1482
 MA1482                          STATION DESCRIPTION
 MA1482
 MA1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA1482'AT UNION CITY.
 MA1482'AT UNION CITY, ERIE COUNTY, ABOUT 0.2 MILE SOUTHEAST OF THE
 MA1482'PENNSLYVANIA RAILROAD STATION, AT BRIDGE 26.35, IN THE TOP OF
 MA1482'THE NORTHWEST ABUTMENT, 1.8 FEET NORTHEAST OF THE SOUTHWEST
 MA1482'END, 5.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST
 MA1482'TRACK, AND 1.5 FEET WEST OF THE WEST CORNER OF THE STEEL BRIDGE
 MA1482'WALL.  A STANDARD DISK, STAMPED B 143 1941.
 MA1482
 MA1482                          STATION RECOVERY (1964)
 MA1482
 MA1482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 MA1482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1809 ***********************************************************************
 KW1809  DESIGNATION -  B 145
 KW1809  PID         -  KW1809
 KW1809  STATE/COUNTY-  PA/PERRY
 KW1809  USGS QUAD   -  DUNCANNON (1984)
 KW1809
 KW1809                         *CURRENT SURVEY CONTROL
 KW1809  ___________________________________________________________________
 KW1809* NAD 83(1986)-  40 28 52.     (N)    077 06 18.     (W)     SCALED    
 KW1809* NAVD 88     -       119.993  (meters)     393.68   (feet)  POSTED    
 KW1809  ___________________________________________________________________
 KW1809  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 KW1809  DYNAMIC HT  -         119.940 (meters)     393.50  (feet)  COMP
 KW1809  MODELED GRAV-     980,151.2   (mgal)                       NAVD 88
 KW1809
 KW1809  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KW1809
 KW1809.The horizontal coordinates were scaled from a topographic map and have
 KW1809.an estimated accuracy of +/- 6 seconds.
 KW1809
 KW1809.The orthometric height was determined by differential leveling
 KW1809.and adjusted by the National Geodetic Survey in 1992..
 KW1809.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KW1809.rate of 0.0 thru 1.0 mm/km.
 KW1809
 KW1809.The geoid height was determined by GEOID03.
 KW1809
 KW1809.The dynamic height is computed by dividing the NAVD 88
 KW1809.geopotential number by the normal gravity value computed on the
 KW1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1809.degrees latitude (g = 980.6199 gals.).
 KW1809
 KW1809.The modeled gravity was interpolated from observed gravity values.
 KW1809
 KW1809;                    North         East    Units  Estimated Accuracy
 KW1809;SPC PA S     -   127,640.      654,690.      MT  (+/- 180 meters Scaled)
 KW1809
 KW1809                          SUPERSEDED SURVEY CONTROL
 KW1809
 KW1809  NGVD 29 (??/??/??)  120.221  (m)          394.43   (f) ADJUSTED    1 2
 KW1809
 KW1809.Superseded values are not recommended for survey control.
 KW1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1809.See file dsdata.txt to determine how the superseded data were derived.
 KW1809
 KW1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK215832(NAD 83)
 KW1809_MARKER: DB = BENCH MARK DISK
 KW1809_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1809_SP_SET: ABUTMENT
 KW1809_STAMPING: B 145 1941
 KW1809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1809
 KW1809  HISTORY     - Date     Condition        Report By
 KW1809  HISTORY     - 1941     MONUMENTED       CGS
 KW1809  HISTORY     - 1966     MARK NOT FOUND   CGS
 KW1809
 KW1809                          STATION DESCRIPTION
 KW1809
 KW1809'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1809'2.6 MI E FROM NEWPORT.
 KW1809'2.6 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KW1809'AT NEWPORT, 0.2 MILE NORTH OF MILE-POST NO. 130, SET IN THE
 KW1809'EAST CORNER OF THE NORTH ABUTMENT OF BRIDGE NO. 129-83, 12 FEET
 KW1809'SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 1.5 FEET SOUTH OF THE
 KW1809'NORTH EDGE OF ABUTMENT, 1 FOOT WEST OF THE EAST EDGE, ABOUT
 KW1809'2 FEET BELOW TRACK LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1361 ***********************************************************************
 KW1361  DESIGNATION -  B 146
 KW1361  PID         -  KW1361
 KW1361  STATE/COUNTY-  PA/DAUPHIN
 KW1361  USGS QUAD   -  MILLERSBURG (1969)
 KW1361
 KW1361                         *CURRENT SURVEY CONTROL
 KW1361  ___________________________________________________________________
 KW1361* NAD 83(1986)-  40 33 49.     (N)    076 58 35.     (W)     SCALED    
 KW1361* NAVD 88     -       120.392  (meters)     394.99   (feet)  ADJUSTED  
 KW1361  ___________________________________________________________________
 KW1361  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KW1361  DYNAMIC HT  -         120.336 (meters)     394.80  (feet)  COMP
 KW1361  MODELED GRAV-     980,152.5   (mgal)                       NAVD 88
 KW1361
 KW1361  VERT ORDER  -  FIRST     CLASS II
 KW1361
 KW1361.The horizontal coordinates were scaled from a topographic map and have
 KW1361.an estimated accuracy of +/- 6 seconds.
 KW1361
 KW1361.The orthometric height was determined by differential leveling
 KW1361.and adjusted by the National Geodetic Survey in June 1991..
 KW1361
 KW1361.The geoid height was determined by GEOID03.
 KW1361
 KW1361.The dynamic height is computed by dividing the NAVD 88
 KW1361.geopotential number by the normal gravity value computed on the
 KW1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1361.degrees latitude (g = 980.6199 gals.).
 KW1361
 KW1361.The modeled gravity was interpolated from observed gravity values.
 KW1361
 KW1361;                    North         East    Units  Estimated Accuracy
 KW1361;SPC PA S     -   136,890.      665,510.      MT  (+/- 180 meters Scaled)
 KW1361
 KW1361                          SUPERSEDED SURVEY CONTROL
 KW1361
 KW1361  NGVD 29 (??/??/??)  120.620  (m)          395.73   (f) ADJUSTED    1 2
 KW1361
 KW1361.Superseded values are not recommended for survey control.
 KW1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1361.See file dsdata.txt to determine how the superseded data were derived.
 KW1361
 KW1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK326921(NAD 83)
 KW1361_MARKER: DB = BENCH MARK DISK
 KW1361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1361_SP_SET: BASE
 KW1361_STAMPING: B 146 1941
 KW1361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1361
 KW1361  HISTORY     - Date     Condition        Report By
 KW1361  HISTORY     - 1941     MONUMENTED       CGS
 KW1361  HISTORY     - 20060319 POOR             GEOCAC
 KW1361
 KW1361                          STATION DESCRIPTION
 KW1361
 KW1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1361'1.8 MI N FROM MILLERSBURG.
 KW1361'1.8 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KW1361'AT MILLERSBURG, ABOUT 194 PACES NORTH OF MILEPOST 114, IN THE
 KW1361'TOP OF THE CONCRETE BASE OF SIGNAL 1141, 14 FEET NORTHWEST OF A
 KW1361'POLE, AND 7.3 FEET EAST OF THE EAST RAIL.
 KW1361
 KW1361                          STATION RECOVERY (2006)
 KW1361
 KW1361'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW1361'SIGNAL HAS BEEN REMOVED BUT BASE REMAINS. DISK IS MOSTLY GONE BUT
 KW1361'CENTER PART REMAINS. CENTER SECTION IS HEAVILY SCRAPED.
 KW1361' 
 KW1361'N 40 33 46.4 W 076 58 32.1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1406 ***********************************************************************
 KW1406  DESIGNATION -  B 147
 KW1406  PID         -  KW1406
 KW1406  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW1406  USGS QUAD   -  NORTHUMBERLAND (1994)
 KW1406
 KW1406                         *CURRENT SURVEY CONTROL
 KW1406  ___________________________________________________________________
 KW1406* NAD 83(1986)-  40 54 10.     (N)    076 49 37.     (W)     SCALED    
 KW1406* NAVD 88     -       142.514  (meters)     467.56   (feet)  ADJUSTED  
 KW1406  ___________________________________________________________________
 KW1406  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KW1406  DYNAMIC HT  -         142.451 (meters)     467.36  (feet)  COMP
 KW1406  MODELED GRAV-     980,182.2   (mgal)                       NAVD 88
 KW1406
 KW1406  VERT ORDER  -  FIRST     CLASS II
 KW1406
 KW1406.The horizontal coordinates were scaled from a topographic map and have
 KW1406.an estimated accuracy of +/- 6 seconds.
 KW1406
 KW1406.The orthometric height was determined by differential leveling
 KW1406.and adjusted by the National Geodetic Survey in June 1991..
 KW1406
 KW1406.The geoid height was determined by GEOID03.
 KW1406
 KW1406.The dynamic height is computed by dividing the NAVD 88
 KW1406.geopotential number by the normal gravity value computed on the
 KW1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1406.degrees latitude (g = 980.6199 gals.).
 KW1406
 KW1406.The modeled gravity was interpolated from observed gravity values.
 KW1406
 KW1406;                    North         East    Units  Estimated Accuracy
 KW1406;SPC PA N     -    82,160.      677,770.      MT  (+/- 180 meters Scaled)
 KW1406
 KW1406                          SUPERSEDED SURVEY CONTROL
 KW1406
 KW1406  NGVD 29 (??/??/??)  142.745  (m)          468.32   (f) ADJUSTED    1 2
 KW1406
 KW1406.Superseded values are not recommended for survey control.
 KW1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1406.See file dsdata.txt to determine how the superseded data were derived.
 KW1406
 KW1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL461295(NAD 83)
 KW1406_MARKER: DB = BENCH MARK DISK
 KW1406_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1406_SP_SET: BRIDGE
 KW1406_STAMPING: B 147 1941
 KW1406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1406
 KW1406  HISTORY     - Date     Condition        Report By
 KW1406  HISTORY     - 1941     MONUMENTED       CGS
 KW1406  HISTORY     - 1987     GOOD             LOCSUR
 KW1406  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW1406  HISTORY     - 19990601 GOOD             PADT
 KW1406
 KW1406                          STATION DESCRIPTION
 KW1406
 KW1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1406'4.8 MI S FROM MONTANDON.
 KW1406'4.8 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1406'STATION AT MONTANDON, 0.2 MILE NORTH OF MILEPOST 284, ABOUT
 KW1406'160 FEET NORTH OF POLE 283+30, IN THE WEST HEADWALL OF A BRIDGE,
 KW1406'2 FEET NORTH OF THE SOUTH END OF THE BRIDGE, AND 6 FEET WEST
 KW1406'OF THE WEST RAIL.
 KW1406
 KW1406                          STATION RECOVERY (1987)
 KW1406
 KW1406'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (MB)
 KW1406'RECOVERED IN GOOD CONDITION.
 KW1406
 KW1406                          STATION RECOVERY (1989)
 KW1406
 KW1406'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1406'MARK NOT FOUND.
 KW1406
 KW1406                          STATION RECOVERY (1999)
 KW1406
 KW1406'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (MBJ)
 KW1406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0609 ***********************************************************************
 LY0609  DESIGNATION -  B 148
 LY0609  PID         -  LY0609
 LY0609  STATE/COUNTY-  PA/PIKE
 LY0609  USGS QUAD   -  SHOHOLA (1994)
 LY0609
 LY0609                         *CURRENT SURVEY CONTROL
 LY0609  ___________________________________________________________________
 LY0609* NAD 83(1986)-  41 26 17.     (N)    074 52 50.     (W)     SCALED    
 LY0609* NAVD 88     -       190.654  (meters)     625.50   (feet)  ADJUSTED  
 LY0609  ___________________________________________________________________
 LY0609  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 LY0609  DYNAMIC HT  -         190.574 (meters)     625.24  (feet)  COMP
 LY0609  MODELED GRAV-     980,200.6   (mgal)                       NAVD 88
 LY0609
 LY0609  VERT ORDER  -  FIRST     CLASS II
 LY0609
 LY0609.The horizontal coordinates were scaled from a topographic map and have
 LY0609.an estimated accuracy of +/- 6 seconds.
 LY0609
 LY0609.The orthometric height was determined by differential leveling
 LY0609.and adjusted by the National Geodetic Survey in June 1991..
 LY0609
 LY0609.The geoid height was determined by GEOID03.
 LY0609
 LY0609.The dynamic height is computed by dividing the NAVD 88
 LY0609.geopotential number by the normal gravity value computed on the
 LY0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0609.degrees latitude (g = 980.6199 gals.).
 LY0609
 LY0609.The modeled gravity was interpolated from observed gravity values.
 LY0609
 LY0609;                    North         East    Units  Estimated Accuracy
 LY0609;SPC PA N     -   145,170.      839,760.      MT  (+/- 180 meters Scaled)
 LY0609
 LY0609                          SUPERSEDED SURVEY CONTROL
 LY0609
 LY0609  NGVD 29 (??/??/92)  190.825  (m)          626.07   (f) ADJ UNCH    1 2
 LY0609
 LY0609.Superseded values are not recommended for survey control.
 LY0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0609.See file dsdata.txt to determine how the superseded data were derived.
 LY0609
 LY0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL099873(NAD 83)
 LY0609_MARKER: DB = BENCH MARK DISK
 LY0609_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0609_SP_SET: BRIDGE
 LY0609_STAMPING: B 148 1941
 LY0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0609
 LY0609  HISTORY     - Date     Condition        Report By
 LY0609  HISTORY     - 1941     MONUMENTED       CGS
 LY0609
 LY0609                          STATION DESCRIPTION
 LY0609
 LY0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LY0609'0.3 MI SE FROM PARKERS GLEN.
 LY0609'0.3 MILE SOUTHEAST ALONG THE ERIE RAILROAD FROM THE STATION AT
 LY0609'PARKERS GLEN, PIKE COUNTY, ABOUT 125 FEET SOUTHEAST OF MILEPOST
 LY0609'102, JUST SOUTHEAST OF BRIDGE 101.94, IN A STONE CUT, 10 FEET
 LY0609'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTH-BOUND TRACK, AND
 LY0609'ABOUT 5 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LY0609'B 148 1941 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0015 ***********************************************************************
 KX0015  DESIGNATION -  B 149
 KX0015  PID         -  KX0015
 KX0015  STATE/COUNTY-  PA/HUNTINGDON
 KX0015  USGS QUAD   -  SPRUCE CREEK (1977)
 KX0015
 KX0015                         *CURRENT SURVEY CONTROL
 KX0015  ___________________________________________________________________
 KX0015* NAD 83(1986)-  40 36 07.     (N)    078 07 49.     (W)     SCALED    
 KX0015* NAVD 88     -       232.158  (meters)     761.67   (feet)  ADJUSTED  
 KX0015  ___________________________________________________________________
 KX0015  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KX0015  DYNAMIC HT  -         232.041 (meters)     761.29  (feet)  COMP
 KX0015  MODELED GRAV-     980,117.8   (mgal)                       NAVD 88
 KX0015
 KX0015  VERT ORDER  -  FIRST     CLASS I
 KX0015
 KX0015.The horizontal coordinates were scaled from a topographic map and have
 KX0015.an estimated accuracy of +/- 6 seconds.
 KX0015
 KX0015.The orthometric height was determined by differential leveling
 KX0015.and adjusted by the National Geodetic Survey in June 1991..
 KX0015
 KX0015.The geoid height was determined by GEOID03.
 KX0015
 KX0015.The dynamic height is computed by dividing the NAVD 88
 KX0015.geopotential number by the normal gravity value computed on the
 KX0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0015.degrees latitude (g = 980.6199 gals.).
 KX0015
 KX0015.The modeled gravity was interpolated from observed gravity values.
 KX0015
 KX0015;                    North         East    Units  Estimated Accuracy
 KX0015;SPC PA S     -   140,930.      567,820.      MT  (+/- 180 meters Scaled)
 KX0015
 KX0015                          SUPERSEDED SURVEY CONTROL
 KX0015
 KX0015  NGVD 29 (??/??/92)  232.348  (m)          762.30   (f) ADJ UNCH    1 1
 KX0015
 KX0015.Superseded values are not recommended for survey control.
 KX0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0015.See file dsdata.txt to determine how the superseded data were derived.
 KX0015
 KX0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE428985(NAD 83)
 KX0015_MARKER: DB = BENCH MARK DISK
 KX0015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0015_SP_SET: STEP
 KX0015_STAMPING: B 149 1941
 KX0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0015
 KX0015  HISTORY     - Date     Condition        Report By
 KX0015  HISTORY     - 1941     MONUMENTED       CGS
 KX0015  HISTORY     - 1966     GOOD             NGS
 KX0015
 KX0015                          STATION DESCRIPTION
 KX0015
 KX0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0015'8 MI SE FROM TYRONE.
 KX0015'ABOUT 8.05 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX0015'THE STATION AT TYRONE, 0.15 MILE NORTHWEST OF THE NORTHWEST
 KX0015'END OF THE SPRUCE CREEK TUNNEL, 4 RAILS SOUTHEAST OF MILEPOST
 KX0015'214, 10 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 KX0015'SET OF TRACKS, SET IN THE TOP OF THE NORTH END OF THE FIRST
 KX0015'STEP BELOW THE TOP OF THE NORTH STONE WING WALL OF A STONE ARCH
 KX0015'BRIDGE, 1 FOOT NORTH OF THE NORTH END OF THE TOP CONCRETE STEP,
 KX0015'AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0890 ***********************************************************************
 LZ0890  DESIGNATION -  B 15
 LZ0890  PID         -  LZ0890
 LZ0890  STATE/COUNTY-  PA/LYCOMING
 LZ0890  USGS QUAD   -  WILLIAMSPORT (1986)
 LZ0890
 LZ0890                         *CURRENT SURVEY CONTROL
 LZ0890  ___________________________________________________________________
 LZ0890* NAD 83(1986)-  41 14 28.     (N)    077 01 07.     (W)     SCALED    
 LZ0890* NAVD 88     -       160.868  (meters)     527.78   (feet)  ADJUSTED  
 LZ0890  ___________________________________________________________________
 LZ0890  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 LZ0890  DYNAMIC HT  -         160.798 (meters)     527.55  (feet)  COMP
 LZ0890  MODELED GRAV-     980,188.7   (mgal)                       NAVD 88
 LZ0890
 LZ0890  VERT ORDER  -  FIRST     CLASS II
 LZ0890
 LZ0890.The horizontal coordinates were scaled from a topographic map and have
 LZ0890.an estimated accuracy of +/- 6 seconds.
 LZ0890
 LZ0890.The orthometric height was determined by differential leveling
 LZ0890.and adjusted by the National Geodetic Survey in June 1991..
 LZ0890
 LZ0890.The geoid height was determined by GEOID03.
 LZ0890
 LZ0890.The dynamic height is computed by dividing the NAVD 88
 LZ0890.geopotential number by the normal gravity value computed on the
 LZ0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0890.degrees latitude (g = 980.6199 gals.).
 LZ0890
 LZ0890.The modeled gravity was interpolated from observed gravity values.
 LZ0890
 LZ0890;                    North         East    Units  Estimated Accuracy
 LZ0890;SPC PA N     -   119,580.      661,310.      MT  (+/- 180 meters Scaled)
 LZ0890
 LZ0890                          SUPERSEDED SURVEY CONTROL
 LZ0890
 LZ0890  NGVD 29 (??/??/92)  161.085  (m)          528.49   (f) ADJ UNCH    1 2
 LZ0890
 LZ0890.Superseded values are not recommended for survey control.
 LZ0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0890.See file dsdata.txt to determine how the superseded data were derived.
 LZ0890
 LZ0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL308674(NAD 83)
 LZ0890_MARKER: DB = BENCH MARK DISK
 LZ0890_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0890_SP_SET: WINDOW SILL
 LZ0890_STAMPING: B 15 1934
 LZ0890_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0890
 LZ0890  HISTORY     - Date     Condition        Report By
 LZ0890  HISTORY     - 1934     MONUMENTED       CGS
 LZ0890  HISTORY     - 1962     GOOD             NGS
 LZ0890  HISTORY     - 1964     GOOD             NGS
 LZ0890
 LZ0890                          STATION DESCRIPTION
 LZ0890
 LZ0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 LZ0890'IN WILLIAMSPORT.
 LZ0890'AT WILLIAMSPORT, LYCOMING COUNTY, AT THE PENNSYLVANIA RAILROAD
 LZ0890'STATION, AT THE NORTHWEST CORNER OF THE WAITING ROOM, 12 PACES
 LZ0890'WEST OF THE NORTH WINDOW OF THE TICKET OFFICE, IN THE CENTER OF
 LZ0890'THE TOP OF A STONE WINDOW SILL, AND 6 PACES SOUTH OF THE
 LZ0890'EAST-BOUND TRACK.  A STANDARD DISK, STAMPED B 15 1934.
 LZ0890
 LZ0890                          STATION RECOVERY (1964)
 LZ0890
 LZ0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LZ0890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2476 ***********************************************************************
 KW2476  DESIGNATION -  B 150
 KW2476  PID         -  KW2476
 KW2476  STATE/COUNTY-  PA/CENTRE
 KW2476  USGS QUAD   -  JULIAN (1994)
 KW2476
 KW2476                         *CURRENT SURVEY CONTROL
 KW2476  ___________________________________________________________________
 KW2476* NAD 83(1986)-  40 50 00.     (N)    077 56 49.     (W)     SCALED    
 KW2476* NAVD 88     -       371.806  (meters)    1219.83   (feet)  ADJUSTED  
 KW2476  ___________________________________________________________________
 KW2476  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KW2476  DYNAMIC HT  -         371.619 (meters)    1219.22  (feet)  COMP
 KW2476  MODELED GRAV-     980,111.4   (mgal)                       NAVD 88
 KW2476
 KW2476  VERT ORDER  -  SECOND    CLASS 0
 KW2476
 KW2476.The horizontal coordinates were scaled from a topographic map and have
 KW2476.an estimated accuracy of +/- 6 seconds.
 KW2476
 KW2476.The orthometric height was determined by differential leveling
 KW2476.and adjusted by the National Geodetic Survey in June 1991..
 KW2476
 KW2476.The geoid height was determined by GEOID03.
 KW2476
 KW2476.The dynamic height is computed by dividing the NAVD 88
 KW2476.geopotential number by the normal gravity value computed on the
 KW2476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2476.degrees latitude (g = 980.6199 gals.).
 KW2476
 KW2476.The modeled gravity was interpolated from observed gravity values.
 KW2476
 KW2476;                    North         East    Units  Estimated Accuracy
 KW2476;SPC PA N     -    74,060.      583,390.      MT  (+/- 180 meters Scaled)
 KW2476
 KW2476                          SUPERSEDED SURVEY CONTROL
 KW2476
 KW2476  NGVD 29 (??/??/??)  371.988  (m)         1220.43   (f) ADJUSTED    2 0
 KW2476
 KW2476.Superseded values are not recommended for survey control.
 KW2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2476.See file dsdata.txt to determine how the superseded data were derived.
 KW2476
 KW2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL515244(NAD 83)
 KW2476_MARKER: DB = BENCH MARK DISK
 KW2476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2476_STAMPING: B 150 1941
 KW2476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2476+STABILITY: SURFACE MOTION
 KW2476
 KW2476  HISTORY     - Date     Condition        Report By
 KW2476  HISTORY     - 1941     MONUMENTED       CGS
 KW2476
 KW2476                          STATION DESCRIPTION
 KW2476
 KW2476'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW2476'0.9 MI W FROM WADDLE.
 KW2476'ALONG STATE HIGHWAY 50, 24.8 FEET NORTHWEST OF THE CENTER OF
 KW2476'THE HIGHWAY, 8 FEET WEST OF A 30-INCH OAK TREE, 2 FEET SOUTHWEST
 KW2476'OF A WHITE MARKER POST.  A STANDARD DISK SET IN TOP OF A CONCRETE
 KW2476'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1718 ***********************************************************************
 KW1718  DESIGNATION -  B 151
 KW1718  PID         -  KW1718
 KW1718  STATE/COUNTY-  PA/JUNIATA
 KW1718  USGS QUAD   -  MIFFLINTOWN (1978)
 KW1718
 KW1718                         *CURRENT SURVEY CONTROL
 KW1718  ___________________________________________________________________
 KW1718* NAD 83(1986)-  40 33 26.     (N)    077 24 15.     (W)     SCALED    
 KW1718* NAVD 88     -       134.842  (meters)     442.39   (feet)  ADJUSTED  
 KW1718  ___________________________________________________________________
 KW1718  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KW1718  DYNAMIC HT  -         134.779 (meters)     442.19  (feet)  COMP
 KW1718  MODELED GRAV-     980,153.5   (mgal)                       NAVD 88
 KW1718
 KW1718  VERT ORDER  -  FIRST     CLASS I
 KW1718
 KW1718.The horizontal coordinates were scaled from a topographic map and have
 KW1718.an estimated accuracy of +/- 6 seconds.
 KW1718
 KW1718.The orthometric height was determined by differential leveling
 KW1718.and adjusted by the National Geodetic Survey in June 1991..
 KW1718
 KW1718.The geoid height was determined by GEOID03.
 KW1718
 KW1718.The dynamic height is computed by dividing the NAVD 88
 KW1718.geopotential number by the normal gravity value computed on the
 KW1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1718.degrees latitude (g = 980.6199 gals.).
 KW1718
 KW1718.The modeled gravity was interpolated from observed gravity values.
 KW1718
 KW1718;                    North         East    Units  Estimated Accuracy
 KW1718;SPC PA S     -   135,950.      629,290.      MT  (+/- 180 meters Scaled)
 KW1718
 KW1718                          SUPERSEDED SURVEY CONTROL
 KW1718
 KW1718  NGVD 29 (??/??/??)  135.053  (m)          443.09   (f) ADJUSTED    1 1
 KW1718
 KW1718.Superseded values are not recommended for survey control.
 KW1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1718.See file dsdata.txt to determine how the superseded data were derived.
 KW1718
 KW1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK964923(NAD 83)
 KW1718_MARKER: DB = BENCH MARK DISK
 KW1718_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1718_SP_SET: CULVERT
 KW1718_STAMPING: B 151 1941
 KW1718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1718
 KW1718  HISTORY     - Date     Condition        Report By
 KW1718  HISTORY     - 1941     MONUMENTED       CGS
 KW1718  HISTORY     - 1966     GOOD             CGS
 KW1718
 KW1718                          STATION DESCRIPTION
 KW1718
 KW1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1718'0.9 MI S FROM MIFFLIN.
 KW1718'0.9 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KW1718'AT MIFFLIN, OR ABOUT 2.1 MILES NORTHWEST ALONG THE PENNSYLVANIA
 KW1718'RAILROAD FROM THE STATE HIGHWAY 75 OVERPASS AT PORT ROYAL, 4 1/2
 KW1718'RAILS SOUTH OF MILEPOST 153, 24 FEET WEST OF THE WEST RAIL OF
 KW1718'THE WEST SET OF TRACKS, SET IN THE TOP OF THE SOUTH END OF  THE
 KW1718'WEST CONCRETE HEAD WALL OF A CULVERT, 29 1/2 FEET NORTH OF A
 KW1718'TELEPHONE POLE, 1.5 FEET EAST OF A METAL WITNESS POST, AND ABOUT
 KW1718'3 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3485 ***********************************************************************
 JV3485  DESIGNATION -  B 151
 JV3485  PID         -  JV3485
 JV3485  STATE/COUNTY-  PA/FRANKLIN
 JV3485  USGS QUAD   -  WILLIAMSON (1990)
 JV3485
 JV3485                         *CURRENT SURVEY CONTROL
 JV3485  ___________________________________________________________________
 JV3485* NAD 83(1986)-  39 47 54.     (N)    077 46 20.     (W)     SCALED    
 JV3485* NAVD 88     -       165.563  (meters)     543.18   (feet)  ADJUSTED  
 JV3485  ___________________________________________________________________
 JV3485  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 JV3485  DYNAMIC HT  -         165.468 (meters)     542.87  (feet)  COMP
 JV3485  MODELED GRAV-     980,047.5   (mgal)                       NAVD 88
 JV3485
 JV3485  VERT ORDER  -  SECOND    CLASS 0
 JV3485
 JV3485.The horizontal coordinates were scaled from a topographic map and have
 JV3485.an estimated accuracy of +/- 6 seconds.
 JV3485
 JV3485.The orthometric height was determined by differential leveling
 JV3485.and adjusted by the National Geodetic Survey in June 1991..
 JV3485
 JV3485.The geoid height was determined by GEOID03.
 JV3485
 JV3485.The dynamic height is computed by dividing the NAVD 88
 JV3485.geopotential number by the normal gravity value computed on the
 JV3485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3485.degrees latitude (g = 980.6199 gals.).
 JV3485
 JV3485.The modeled gravity was interpolated from observed gravity values.
 JV3485
 JV3485;                    North         East    Units  Estimated Accuracy
 JV3485;SPC PA S     -    51,630.      598,100.      MT  (+/- 180 meters Scaled)
 JV3485
 JV3485                          SUPERSEDED SURVEY CONTROL
 JV3485
 JV3485  NGVD 29 (??/??/??)  165.753  (m)          543.81   (f) ADJUSTED    2 0
 JV3485
 JV3485.Superseded values are not recommended for survey control.
 JV3485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3485.See file dsdata.txt to determine how the superseded data were derived.
 JV3485
 JV3485_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK626090(NAD 83)
 JV3485_MARKER: DB = BENCH MARK DISK
 JV3485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3485_STAMPING: B 151 1942
 JV3485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3485+STABILITY: SURFACE MOTION
 JV3485
 JV3485  HISTORY     - Date     Condition        Report By
 JV3485  HISTORY     - 1942     MONUMENTED       CGS
 JV3485  HISTORY     - 19900930 MARK NOT FOUND   USGS
 JV3485
 JV3485                          STATION DESCRIPTION
 JV3485
 JV3485'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3485'2 MI E FROM UPTON.
 JV3485'2.0 MILES EAST ALONG STATE HIGHWAY NO. 16 FROM THE GRADE SCHOOL
 JV3485'AT UPTON, SET AT THE WEST CORNER OF A FIELD, AT THE INTERSECTION
 JV3485'OF THE HIGHWAY, AND A SIDE ROAD LEADING NORTHEAST, 28 FEET
 JV3485'NORTHEAST OF THE CENTER-LINE OF THE SIDE ROAD, 6.6 FEET NORTHEAST
 JV3485'OF POLE NO. 448, 3.4 FEET SOUTHEAST OF THE NORTHEAST-SOUTHWEST
 JV3485'FENCE, 3 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, 1.2 FEET
 JV3485'SOUTHWEST OF A WHITE MARKER POST.
 JV3485
 JV3485                          STATION RECOVERY (1990)
 JV3485
 JV3485'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (GDS)
 JV3485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3518 ***********************************************************************
 JV3518  DESIGNATION -  B 152
 JV3518  PID         -  JV3518
 JV3518  STATE/COUNTY-  PA/FULTON
 JV3518  USGS QUAD   -  MC CONNELLSBURG (1990)
 JV3518
 JV3518                         *CURRENT SURVEY CONTROL
 JV3518  ___________________________________________________________________
 JV3518* NAD 83(1986)-  39 55 45.     (N)    077 59 21.     (W)     SCALED    
 JV3518* NAVD 88     -       292.577  (meters)     959.90   (feet)  ADJUSTED  
 JV3518  ___________________________________________________________________
 JV3518  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JV3518  DYNAMIC HT  -         292.409 (meters)     959.35  (feet)  COMP
 JV3518  MODELED GRAV-     980,044.5   (mgal)                       NAVD 88
 JV3518
 JV3518  VERT ORDER  -  SECOND    CLASS 0
 JV3518
 JV3518.The horizontal coordinates were scaled from a topographic map and have
 JV3518.an estimated accuracy of +/- 6 seconds.
 JV3518
 JV3518.The orthometric height was determined by differential leveling
 JV3518.and adjusted by the National Geodetic Survey in June 1991..
 JV3518
 JV3518.The geoid height was determined by GEOID03.
 JV3518
 JV3518.The dynamic height is computed by dividing the NAVD 88
 JV3518.geopotential number by the normal gravity value computed on the
 JV3518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3518.degrees latitude (g = 980.6199 gals.).
 JV3518
 JV3518.The modeled gravity was interpolated from observed gravity values.
 JV3518
 JV3518;                    North         East    Units  Estimated Accuracy
 JV3518;SPC PA S     -    66,190.      579,560.      MT  (+/- 180 meters Scaled)
 JV3518
 JV3518                          SUPERSEDED SURVEY CONTROL
 JV3518
 JV3518  NGVD 29 (??/??/??)  292.761  (m)          960.50   (f) ADJUSTED    2 0
 JV3518
 JV3518.Superseded values are not recommended for survey control.
 JV3518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3518.See file dsdata.txt to determine how the superseded data were derived.
 JV3518
 JV3518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK445241(NAD 83)
 JV3518_MARKER: DB = BENCH MARK DISK
 JV3518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV3518_SP_SET: GAS PUMP
 JV3518_STAMPING: B 152 1942
 JV3518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV3518
 JV3518  HISTORY     - Date     Condition        Report By
 JV3518  HISTORY     - 1942     MONUMENTED       CGS
 JV3518
 JV3518                          STATION DESCRIPTION
 JV3518
 JV3518'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3518'AT MC CONNELLSBURG.
 JV3518'AT MC CONNELLSBURG, 0.6 MILE SOUTHEAST ALONG THE STATE HIGHWAY
 JV3518'NO. 16 FROM THE FULTON COUNTY NATIONAL BANK, AT THE INTERSECTION
 JV3518'OF NO. 16 AND U.S. HIGHWAY NO. 30, SET IN THE WEST CORNER OF THE
 JV3518'SOUTH CONCRETE BADE OF THE ESSO PUMPS, 58.6 FEET SOUTH OF THE
 JV3518'CENTER LINE OF NO. 30, 28 FEET NORTHEAST OF NO. 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2363 ***********************************************************************
 KW2363  DESIGNATION -  B 152 PADH
 KW2363  PID         -  KW2363
 KW2363  STATE/COUNTY-  PA/MIFFLIN
 KW2363  USGS QUAD   -  BURNHAM (1973)
 KW2363
 KW2363                         *CURRENT SURVEY CONTROL
 KW2363  ___________________________________________________________________
 KW2363* NAD 83(1986)-  40 42 58.     (N)    077 35 48.     (W)     SCALED    
 KW2363* NAVD 88     -       246.132  (meters)     807.52   (feet)  ADJUSTED  
 KW2363  ___________________________________________________________________
 KW2363  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 KW2363  DYNAMIC HT  -         246.011 (meters)     807.12  (feet)  COMP
 KW2363  MODELED GRAV-     980,125.3   (mgal)                       NAVD 88
 KW2363
 KW2363  VERT ORDER  -  SECOND    CLASS 0
 KW2363
 KW2363.The horizontal coordinates were scaled from a topographic map and have
 KW2363.an estimated accuracy of +/- 6 seconds.
 KW2363
 KW2363.The orthometric height was determined by differential leveling
 KW2363.and adjusted by the National Geodetic Survey in June 1991..
 KW2363
 KW2363.The geoid height was determined by GEOID03.
 KW2363
 KW2363.The dynamic height is computed by dividing the NAVD 88
 KW2363.geopotential number by the normal gravity value computed on the
 KW2363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2363.degrees latitude (g = 980.6199 gals.).
 KW2363
 KW2363.The modeled gravity was interpolated from observed gravity values.
 KW2363
 KW2363;                    North         East    Units  Estimated Accuracy
 KW2363;SPC PA S     -   153,550.      612,960.      MT  (+/- 180 meters Scaled)
 KW2363
 KW2363                          SUPERSEDED SURVEY CONTROL
 KW2363
 KW2363  NGVD 29 (??/??/??)  246.338  (m)          808.19   (f) ADJUSTED    2 0
 KW2363
 KW2363.Superseded values are not recommended for survey control.
 KW2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2363.See file dsdata.txt to determine how the superseded data were derived.
 KW2363
 KW2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL806104(NAD 83)
 KW2363_MARKER: DD = SURVEY DISK
 KW2363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2363_SP_SET: ABUTMENT
 KW2363_STAMPING: B 152 1941
 KW2363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2363
 KW2363  HISTORY     - Date     Condition        Report By
 KW2363  HISTORY     - 1941     MONUMENTED       PADH
 KW2363  HISTORY     - 1941     GOOD             CGS
 KW2363  HISTORY     - 1966     MARK NOT FOUND   USGS
 KW2363
 KW2363                          STATION DESCRIPTION
 KW2363
 KW2363'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW2363'4.2 MI N FROM REEDSVILLE.
 KW2363'ABOUT 4.2 MILES NORTH ALONG U.S. HIGHWAY 322 FROM THE
 KW2363'PENNSYLVANIA RAILROAD STATION AT REEDSVILLE, MIFFLIN COUNTY,
 KW2363'ABOUT 0.1 MILE SOUTHWEST OF A SIDE ROAD LEADING SOUTH TO MILROY,
 KW2363'AT HIGHWAY BRIDGE 471-79, IN THE TOP OF THE EAST CORNER OF THE
 KW2363'SOUTH ABUTMENT, 1 FOOT SOUTHEAST OF THE SOUTHEAST CONCRETE POST
 KW2363'OF THE GUARD RAIL, AND 24.6 FEET EAST OF THE CENTER LINE OF THE
 KW2363'HIGHWAY.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD DISK,
 KW2363'STAMPED B 152 1941.
 KW2363
 KW2363                          STATION RECOVERY (1966)
 KW2363
 KW2363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KW2363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4000 ***********************************************************************
 JV4000  DESIGNATION -  B 152 RESET 1983
 JV4000  PID         -  JV4000
 JV4000  STATE/COUNTY-  PA/FULTON
 JV4000  USGS QUAD   -  MC CONNELLSBURG (1990)
 JV4000
 JV4000                         *CURRENT SURVEY CONTROL
 JV4000  ___________________________________________________________________
 JV4000* NAD 83(1986)-  39 55 45.     (N)    077 59 21.     (W)     SCALED    
 JV4000* NAVD 88     -       292.95   (meters)     961.1    (feet)  RESET     
 JV4000  ___________________________________________________________________
 JV4000  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JV4000
 JV4000  VERT ORDER  -  THIRD
 JV4000
 JV4000.The horizontal coordinates were scaled from a topographic map and have
 JV4000.an estimated accuracy of +/- 6 seconds.
 JV4000
 JV4000.The orthometric height was computed from unverified reset data.
 JV4000.No vertical observational check was made to the station.
 JV4000
 JV4000.The geoid height was determined by GEOID03.
 JV4000
 JV4000;                    North         East    Units  Estimated Accuracy
 JV4000;SPC PA S     -    66,190.      579,560.      MT  (+/- 180 meters Scaled)
 JV4000
 JV4000                          SUPERSEDED SURVEY CONTROL
 JV4000
 JV4000  NGVD 29 (02/24/03)  293.14   (m)          961.7    (f) RESET       3  
 JV4000
 JV4000.Superseded values are not recommended for survey control.
 JV4000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4000.See file dsdata.txt to determine how the superseded data were derived.
 JV4000
 JV4000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK445241(NAD 83)
 JV4000_MARKER: DB = BENCH MARK DISK
 JV4000_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JV4000+WITH SETTING: PAVEMENT
 JV4000_SP_SET: SIGN FOUNDATION
 JV4000_STAMPING: B 152 RESET 1983
 JV4000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV4000+STABILITY: SURFACE MOTION
 JV4000
 JV4000  HISTORY     - Date     Condition        Report By
 JV4000  HISTORY     - 1983     MONUMENTED       NGS
 JV4000
 JV4000                          STATION DESCRIPTION
 JV4000
 JV4000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JV4000'IN MCCONNELLSBURG.
 JV4000'FROM THE INTERSECTION OF U.S. HIGHWAYS 30 AND 522, STATE HIGHWAY 16
 JV4000'AND LINCOLN WAY AND SECOND STREET IN THE CENTER OF MCCONNELLSBURG, GO
 JV4000'EAST-SOUTHEAST ON OLD U.S. HIGHWAY 30 AND STATE HIGHWAY 16 FOR 0.95
 JV4000'KM (0.6 MI) TO A FORK AT A EXXON GASOLINE STATION AND THE MARK IN
 JV4000'THE MOST NORTHERLY ONE OF TWO LARGE CONCRETE FOOTINGS FOR EXXON SIGNS,
 JV4000'15.5 METERS (51.0 FEET) NORTHEAST OF THE CENTER OF STATE HIGHWAY 16,
 JV4000'11.7 METERS (38.3 FEET) SOUTHWEST OF THE CENTER OF OLD U.S. HIGHWAY
 JV4000'30, 23.8 METERS (78.2 FEET) NORTHWEST OF THE NORTH SIDE OF THE NORTH
 JV4000'ONE OF TWO DOORS ON THE EXXON GARAGE, AND 0.2 METERS (0.8 FOOT)
 JV4000'SOUTHWEST OF A METAL SIGN POLE.
 JV4000'THE MARK IS 2.1 FT ABOVE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2302 ***********************************************************************
 KW2302  DESIGNATION -  B 153
 KW2302  PID         -  KW2302
 KW2302  STATE/COUNTY-  PA/MIFFLIN
 KW2302  USGS QUAD   -  BELLEVILLE (1973)
 KW2302
 KW2302                         *CURRENT SURVEY CONTROL
 KW2302  ___________________________________________________________________
 KW2302* NAD 83(1986)-  40 30 09.     (N)    077 43 26.     (W)     SCALED    
 KW2302* NAVD 88     -       159.058  (meters)     521.84   (feet)  ADJUSTED  
 KW2302  ___________________________________________________________________
 KW2302  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KW2302  DYNAMIC HT  -         158.978 (meters)     521.58  (feet)  COMP
 KW2302  MODELED GRAV-     980,120.0   (mgal)                       NAVD 88
 KW2302
 KW2302  VERT ORDER  -  FIRST     CLASS I
 KW2302
 KW2302.The horizontal coordinates were scaled from a topographic map and have
 KW2302.an estimated accuracy of +/- 6 seconds.
 KW2302
 KW2302.The orthometric height was determined by differential leveling
 KW2302.and adjusted by the National Geodetic Survey in June 1991..
 KW2302
 KW2302.The geoid height was determined by GEOID03.
 KW2302
 KW2302.The dynamic height is computed by dividing the NAVD 88
 KW2302.geopotential number by the normal gravity value computed on the
 KW2302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2302.degrees latitude (g = 980.6199 gals.).
 KW2302
 KW2302.The modeled gravity was interpolated from observed gravity values.
 KW2302
 KW2302;                    North         East    Units  Estimated Accuracy
 KW2302;SPC PA S     -   129,820.      602,210.      MT  (+/- 180 meters Scaled)
 KW2302
 KW2302                          SUPERSEDED SURVEY CONTROL
 KW2302
 KW2302  NGVD 29 (??/??/??)  159.264  (m)          522.52   (f) ADJUSTED    1 1
 KW2302
 KW2302.Superseded values are not recommended for survey control.
 KW2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2302.See file dsdata.txt to determine how the superseded data were derived.
 KW2302
 KW2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK691870(NAD 83)
 KW2302_MARKER: DB = BENCH MARK DISK
 KW2302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2302_SP_SET: CULVERT
 KW2302_STAMPING: B 152 1941
 KW2302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2302
 KW2302  HISTORY     - Date     Condition        Report By
 KW2302  HISTORY     - 1941     MONUMENTED       CGS
 KW2302  HISTORY     - 1966     GOOD             CGS
 KW2302  HISTORY     - 1975     GOOD             PADT
 KW2302
 KW2302                          STATION DESCRIPTION
 KW2302
 KW2302'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2302'0.6 MI NE FROM MC VEYTOWN.
 KW2302'ABOUT 0.55 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM A
 KW2302'CROSSING OF THE RAILROAD AND A PAVED ROAD AT MC VEYTOWN, 9
 KW2302'RAILS OR 2 1/2 TELEPHONE POLES NORTHEAST OF MILEPOST 177, 37
 KW2302'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST SET OF
 KW2302'TRACKS, SET IN THE TOP AND 5.0 FEET SOUTHWEST OF THE NORTHEAST
 KW2302'END OF THE SOUTHEAST STONE HEAD WALL OF A CULVERT, 60 FEET
 KW2302'WEST OF THE 3RD TELEPHONE POLE NORTHEAST OF THE MILEPOST,
 KW2302'AND ABOUT 8 FEET BELOW THE LEVEL OF THE TRACKS.
 KW2302
 KW2302                          STATION RECOVERY (1975)
 KW2302
 KW2302'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 KW2302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1883 ***********************************************************************
 KW1883  DESIGNATION -  B 153
 KW1883  PID         -  KW1883
 KW1883  STATE/COUNTY-  PA/PERRY
 KW1883  USGS QUAD   -  SHERMANS DALE (1984)
 KW1883
 KW1883                         *CURRENT SURVEY CONTROL
 KW1883  ___________________________________________________________________
 KW1883* NAD 83(1986)-  40 20 47.     (N)    077 11 32.     (W)     SCALED    
 KW1883* NAVD 88     -       139.245  (meters)     456.84   (feet)  ADJUSTED  
 KW1883  ___________________________________________________________________
 KW1883  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KW1883  DYNAMIC HT  -         139.177 (meters)     456.62  (feet)  COMP
 KW1883  MODELED GRAV-     980,131.6   (mgal)                       NAVD 88
 KW1883
 KW1883  VERT ORDER  -  SECOND    CLASS 0
 KW1883
 KW1883.The horizontal coordinates were scaled from a topographic map and have
 KW1883.an estimated accuracy of +/- 6 seconds.
 KW1883
 KW1883.The orthometric height was determined by differential leveling
 KW1883.and adjusted by the National Geodetic Survey in June 1991..
 KW1883
 KW1883.The geoid height was determined by GEOID03.
 KW1883
 KW1883.The dynamic height is computed by dividing the NAVD 88
 KW1883.geopotential number by the normal gravity value computed on the
 KW1883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1883.degrees latitude (g = 980.6199 gals.).
 KW1883
 KW1883.The modeled gravity was interpolated from observed gravity values.
 KW1883
 KW1883;                    North         East    Units  Estimated Accuracy
 KW1883;SPC PA S     -   112,630.      647,390.      MT  (+/- 180 meters Scaled)
 KW1883
 KW1883                          SUPERSEDED SURVEY CONTROL
 KW1883
 KW1883  NGVD 29 (??/??/??)  139.465  (m)          457.56   (f) ADJUSTED    2 0
 KW1883
 KW1883.Superseded values are not recommended for survey control.
 KW1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1883.See file dsdata.txt to determine how the superseded data were derived.
 KW1883
 KW1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK138685(NAD 83)
 KW1883_MARKER: DB = BENCH MARK DISK
 KW1883_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1883_SP_SET: ABUTMENT
 KW1883_STAMPING: B 153 1942
 KW1883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW1883+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2006
 KW1883
 KW1883  HISTORY     - Date     Condition        Report By
 KW1883  HISTORY     - 1942     MONUMENTED       CGS
 KW1883  HISTORY     - 20060503 GOOD             GEOCAC
 KW1883
 KW1883                          STATION DESCRIPTION
 KW1883
 KW1883'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1883'1.9 MI NW FROM SHERMANSDALE.
 KW1883'1.9 MILES NORTHWEST ALONG STATE HIGHWAY NO. 34, AT THE
 KW1883'INTERSECTION OF NO. 34 AND NO. 850, ABOUT 200 FEET NORTHWEST
 KW1883'OF NO. 34, SET IN THE NORTHEAST CORNER OF THE NORTHWEST ABUTMENT
 KW1883'OF BRIDGE PAINTED 347 + 11, 45.7 FEET SOUTHEAST OF THE SOUTH
 KW1883'CORNER OF T.R. DROMGOLDS STORE, 20.4 FEET NORTH OF THE CENTER-LINE
 KW1883'OF NO. 850, 9.4 FEET NORTHEAST OF THE NORTH CORNER OF THE BRIDGE.
 KW1883'A STANDARD DISK.
 KW1883
 KW1883                          STATION RECOVERY (2006)
 KW1883
 KW1883'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW1883'BUILDING IS NOW A PRIVATE RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1891 ***********************************************************************
 KW1891  DESIGNATION -  B 154 PADH
 KW1891  PID         -  KW1891
 KW1891  STATE/COUNTY-  PA/CUMBERLAND
 KW1891  USGS QUAD   -  SHERMANS DALE (1984)
 KW1891
 KW1891                         *CURRENT SURVEY CONTROL
 KW1891  ___________________________________________________________________
 KW1891* NAD 83(1986)-  40 16 06.     (N)    077 10 01.     (W)     SCALED    
 KW1891* NAVD 88     -       139.776  (meters)     458.58   (feet)  ADJUSTED  
 KW1891  ___________________________________________________________________
 KW1891  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 KW1891  DYNAMIC HT  -         139.707 (meters)     458.36  (feet)  COMP
 KW1891  MODELED GRAV-     980,126.0   (mgal)                       NAVD 88
 KW1891
 KW1891  VERT ORDER  -  SECOND    CLASS 0
 KW1891
 KW1891.The horizontal coordinates were scaled from a topographic map and have
 KW1891.an estimated accuracy of +/- 6 seconds.
 KW1891
 KW1891.The orthometric height was determined by differential leveling
 KW1891.and adjusted by the National Geodetic Survey in June 1991..
 KW1891
 KW1891.The geoid height was determined by GEOID03.
 KW1891
 KW1891.The dynamic height is computed by dividing the NAVD 88
 KW1891.geopotential number by the normal gravity value computed on the
 KW1891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1891.degrees latitude (g = 980.6199 gals.).
 KW1891
 KW1891.The modeled gravity was interpolated from observed gravity values.
 KW1891
 KW1891;                    North         East    Units  Estimated Accuracy
 KW1891;SPC PA S     -   103,980.      649,590.      MT  (+/- 180 meters Scaled)
 KW1891
 KW1891                          SUPERSEDED SURVEY CONTROL
 KW1891
 KW1891  NGVD 29 (??/??/??)  139.993  (m)          459.29   (f) ADJUSTED    2 0
 KW1891
 KW1891.Superseded values are not recommended for survey control.
 KW1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1891.See file dsdata.txt to determine how the superseded data were derived.
 KW1891
 KW1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK157597(NAD 83)
 KW1891_MARKER: DD = SURVEY DISK
 KW1891_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1891_SP_SET: ABUTMENT
 KW1891_STAMPING: B 154 1942
 KW1891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1891
 KW1891  HISTORY     - Date     Condition        Report By
 KW1891  HISTORY     - 1942     MONUMENTED       PADH
 KW1891  HISTORY     - 1942     GOOD             CGS
 KW1891  HISTORY     - 1952     GOOD             CGS
 KW1891  HISTORY     - 20050521 GOOD             GEOCAC
 KW1891
 KW1891                          STATION DESCRIPTION
 KW1891
 KW1891'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1891'5.2 MI NE FROM CARLISLE.
 KW1891'5.2 MILES NORTHEAST ALONG STATE HIGHWAY NO. 34 FROM THE POST
 KW1891'OFFICE AT CARLISLE, SET IN THE SOUTHEAST CORNER OF THE SOUTHWEST
 KW1891'ABUTMENT OF BRIDGE NO. 2-40, AT THE INTERSECTION OF NO. 34 AND
 KW1891'NO. 944 LEADING NORTHWEST, 13.2 FEET SOUTHEAST OF THE
 KW1891'CENTER-LINE OF NO. 34.  A STANDARD PENNSYLVANIA DEPARTMENT OF
 KW1891'HIGHWAYS DISK.  STAMPED BY THE U.S.C. AND G.S.
 KW1891
 KW1891                          STATION RECOVERY (1952)
 KW1891
 KW1891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 KW1891'RECOVERED IN GOOD CONDITION.
 KW1891
 KW1891                          STATION RECOVERY (2005)
 KW1891
 KW1891'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW1891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0920 ***********************************************************************
 KW0920  DESIGNATION -  B 155
 KW0920  PID         -  KW0920
 KW0920  STATE/COUNTY-  PA/DAUPHIN
 KW0920  USGS QUAD   -  STEELTON (1987)
 KW0920
 KW0920                         *CURRENT SURVEY CONTROL
 KW0920  ___________________________________________________________________
 KW0920* NAD 83(1986)-  40 14 53.     (N)    076 51 50.     (W)     SCALED    
 KW0920* NAVD 88     -        94.797  (meters)     311.01   (feet)  ADJUSTED  
 KW0920  ___________________________________________________________________
 KW0920  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 KW0920  DYNAMIC HT  -          94.750 (meters)     310.86  (feet)  COMP
 KW0920  MODELED GRAV-     980,121.4   (mgal)                       NAVD 88
 KW0920
 KW0920  VERT ORDER  -  FIRST     CLASS II
 KW0920
 KW0920.The horizontal coordinates were scaled from a topographic map and have
 KW0920.an estimated accuracy of +/- 6 seconds.
 KW0920
 KW0920.The orthometric height was determined by differential leveling
 KW0920.and adjusted by the National Geodetic Survey in June 1991..
 KW0920.WARNING-Repeat measurements at this control monument indicate possible
 KW0920.vertical movement.
 KW0920
 KW0920.The geoid height was determined by GEOID03.
 KW0920
 KW0920.The dynamic height is computed by dividing the NAVD 88
 KW0920.geopotential number by the normal gravity value computed on the
 KW0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0920.degrees latitude (g = 980.6199 gals.).
 KW0920
 KW0920.The modeled gravity was interpolated from observed gravity values.
 KW0920
 KW0920;                    North         East    Units  Estimated Accuracy
 KW0920;SPC PA S     -   101,940.      675,390.      MT  (+/- 180 meters Scaled)
 KW0920
 KW0920                          SUPERSEDED SURVEY CONTROL
 KW0920
 KW0920  NGVD 29 (??/??/??)   95.016  (m)          311.73   (f) ADJUSTED    1 2
 KW0920
 KW0920.Superseded values are not recommended for survey control.
 KW0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0920.See file dsdata.txt to determine how the superseded data were derived.
 KW0920
 KW0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK414569(NAD 83)
 KW0920_MARKER: DB = BENCH MARK DISK
 KW0920_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0920_SP_SET: STEP
 KW0920_STAMPING: B 155 1942
 KW0920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0920
 KW0920  HISTORY     - Date     Condition        Report By
 KW0920  HISTORY     - 1942     MONUMENTED       CGS
 KW0920  HISTORY     - 1950     GOOD             CGS
 KW0920  HISTORY     - 1979     GOOD             NGS
 KW0920
 KW0920                          STATION DESCRIPTION
 KW0920
 KW0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0920'AT HARRISBURG.
 KW0920'AT HARRISBURG, DAUPHIN COUNTY, ABOUT 0.5 MILE SOUTH ALONG THE
 KW0920'READING CO. RAILROAD FROM THE STATION, THENCE ABOUT 0.7
 KW0920'MILE SOUTHEAST ALONG U.S. HIGHWAY 230, AT THE INTERSECTION OF
 KW0920'SHAONIS STREET, AT A MOBIL GAS SERVICE STATION, 11.5 FEET
 KW0920'NORTHWEST OF THE CENTER LINE OF THE FRONT (SOUTHWEST) ENTRANCE,
 KW0920'IN THE WEST CORNER OF A CONCRETE STEP, 4.8 FEET SOUTHWEST OF
 KW0920'THE WEST CORNER OF THE BUILDING, AND 49.9 FEET NORTHEAST OF THE
 KW0920'NORTHEAST CURB OF THE STREET.  A STANDARD DISK, STAMPED B 155
 KW0920'1942.
 KW0920
 KW0920                          STATION RECOVERY (1950)
 KW0920
 KW0920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 KW0920'RECOVERED IN GOOD CONDITION.
 KW0920
 KW0920                          STATION RECOVERY (1979)
 KW0920
 KW0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW0920'NOTE, MOBILGAS SERVICE STATION IS NOW WALTMANS CUSTOM
 KW0920'AUTOMOTIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2734 ***********************************************************************
 KW2734  DESIGNATION -  B 155 RESET 1982
 KW2734  PID         -  KW2734
 KW2734  STATE/COUNTY-  PA/DAUPHIN
 KW2734  USGS QUAD   -  STEELTON (1987)
 KW2734
 KW2734                         *CURRENT SURVEY CONTROL
 KW2734  ___________________________________________________________________
 KW2734* NAD 83(1986)-  40 14 53.     (N)    076 51 50.     (W)     SCALED    
 KW2734* NAVD 88     -        94.11   (meters)     308.8    (feet)  RESET     
 KW2734  ___________________________________________________________________
 KW2734  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 KW2734
 KW2734  VERT ORDER  -  THIRD
 KW2734
 KW2734.The horizontal coordinates were scaled from a topographic map and have
 KW2734.an estimated accuracy of +/- 6 seconds.
 KW2734
 KW2734.The orthometric height was computed from unverified reset data.
 KW2734.No vertical observational check was made to the station.
 KW2734
 KW2734.The geoid height was determined by GEOID03.
 KW2734
 KW2734;                    North         East    Units  Estimated Accuracy
 KW2734;SPC PA S     -   101,940.      675,390.      MT  (+/- 180 meters Scaled)
 KW2734
 KW2734                          SUPERSEDED SURVEY CONTROL
 KW2734
 KW2734  NGVD 29 (02/24/03)   94.33   (m)          309.5    (f) RESET       3  
 KW2734
 KW2734.Superseded values are not recommended for survey control.
 KW2734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2734.See file dsdata.txt to determine how the superseded data were derived.
 KW2734
 KW2734_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK414569(NAD 83)
 KW2734_MARKER: DB = BENCH MARK DISK
 KW2734_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 KW2734_SP_SET: RETAINING WALL
 KW2734_STAMPING: B 155 RESET 1982
 KW2734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2734_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW2734+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2004
 KW2734
 KW2734  HISTORY     - Date     Condition        Report By
 KW2734  HISTORY     - 1982     MONUMENTED       NGS
 KW2734  HISTORY     - 20040529 GOOD             GEOCAC
 KW2734
 KW2734                          STATION DESCRIPTION
 KW2734
 KW2734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KW2734'IN HARRISBURG.
 KW2734'1.1 KM (0.7 MI) SOUTH ALONG CAMERON STREET FROM ITS JUNCTION WITH
 KW2734'PAXTON STREET, ALSO 2.5 KM (1.55 MI) NORTH ALONG U.S. HIGHWAY 230
 KW2734'FROM THE STEELTON MUNICIPAL BUILDING, 48.8 METERS (160.0 FEET)
 KW2734'WEST FROM THE CENTER OF U.S. HIGHWAY 230 (CAMERON ST), 8.6 METERS
 KW2734'(28.5 FEET) SOUTH FROM THE CENTER OF CHANOIS STREET, 16.4 METERS
 KW2734'(54.0 FEET) EAST FROM THE CENTER OF THE READING RAILROAD TRACK
 KW2734'WHERE CHANOIS STREET PASSES UNDER IT, 3.6 METERS (12.0 FEET)
 KW2734'SOUTH-SOUTHEAST FROM THE SOUTHWEST END OF THE PARAPET WALL OF THE
 KW2734'CHANOIS STREET BRIDGE, AND 0.3 METER (1.0 FOOT) NORTHEAST OF THE
 KW2734'MOST SOUTHWEST END OF THE RETAINING WALL WHICH IS MADE UP OF
 KW2734'LARGE GRANITE ROCKS.
 KW2734'THE MARK IS 5.2 FT  SSE FROM A WITNESS POST.
 KW2734'THE MARK IS 0.5 FT BELOW CHANOIS ST.
 KW2734
 KW2734                          STATION RECOVERY (2004)
 KW2734
 KW2734'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW2734'STREET SIGN HAS NAME AS 'SHANOIS'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3375 ***********************************************************************
 JV3375  DESIGNATION -  B 156
 JV3375  PID         -  JV3375
 JV3375  STATE/COUNTY-  PA/FRANKLIN
 JV3375  USGS QUAD   -  SMITHSBURG (1994)
 JV3375
 JV3375                         *CURRENT SURVEY CONTROL
 JV3375  ___________________________________________________________________
 JV3375* NAD 83(1986)-  39 44 38.     (N)    077 35 26.     (W)     SCALED    
 JV3375* NAVD 88     -       192.944  (meters)     633.02   (feet)  ADJUSTED  
 JV3375  ___________________________________________________________________
 JV3375  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JV3375  DYNAMIC HT  -         192.832 (meters)     632.65  (feet)  COMP
 JV3375  MODELED GRAV-     980,043.5   (mgal)                       NAVD 88
 JV3375
 JV3375  VERT ORDER  -  SECOND    CLASS 0
 JV3375
 JV3375.The horizontal coordinates were scaled from a topographic map and have
 JV3375.an estimated accuracy of +/- 6 seconds.
 JV3375
 JV3375.The orthometric height was determined by differential leveling
 JV3375.and adjusted by the National Geodetic Survey in June 1991..
 JV3375
 JV3375.The geoid height was determined by GEOID03.
 JV3375
 JV3375.The dynamic height is computed by dividing the NAVD 88
 JV3375.geopotential number by the normal gravity value computed on the
 JV3375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3375.degrees latitude (g = 980.6199 gals.).
 JV3375
 JV3375.The modeled gravity was interpolated from observed gravity values.
 JV3375
 JV3375;                    North         East    Units  Estimated Accuracy
 JV3375;SPC PA S     -    45,600.      613,670.      MT  (+/- 180 meters Scaled)
 JV3375
 JV3375                          SUPERSEDED SURVEY CONTROL
 JV3375
 JV3375  NGVD 29 (??/??/??)  193.126  (m)          633.61   (f) ADJUSTED    2 0
 JV3375
 JV3375.Superseded values are not recommended for survey control.
 JV3375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3375.See file dsdata.txt to determine how the superseded data were derived.
 JV3375
 JV3375_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK780025(NAD 83)
 JV3375_MARKER: DB = BENCH MARK DISK
 JV3375_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3375_SP_SET: BRIDGE
 JV3375_STAMPING: B 156 1942
 JV3375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3375
 JV3375  HISTORY     - Date     Condition        Report By
 JV3375  HISTORY     - 1942     MONUMENTED       CGS
 JV3375  HISTORY     - 19900903 MARK NOT FOUND   USGS
 JV3375  HISTORY     - 20040501 MARK NOT FOUND   USPSQD
 JV3375
 JV3375                          STATION DESCRIPTION
 JV3375
 JV3375'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3375'1.5 MI SW FROM WAYNESBORO.
 JV3375'1.5 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 316 FROM THE POST
 JV3375'OFFICE AT WAYNESBORO, ABOUT 200 FEET NORTHEAST OF THE NORTH
 JV3375'CORNER OF A GRAVEYARD, ABOUT 100 FEET SOUTHWEST OF A SUNOCO
 JV3375'SERVICE STATION, 29 FEET SOUTHEAST OF THE CENTER LINE OF THE
 JV3375'HIGHWAY, 23.6 FEET EAST OF POWER LINE POLE NO. W 1327, SET IN THE
 JV3375'SOUTH CORNER OF THE FLOOR OF A CONCRETE DRAIN BRIDGE.  A STANDARD
 JV3375'DISC.
 JV3375
 JV3375                          STATION RECOVERY (1990)
 JV3375
 JV3375'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (BJS)
 JV3375'MARK NOT FOUND.
 JV3375
 JV3375                          STATION RECOVERY (2004)
 JV3375
 JV3375'RECOVERY NOTE BY US POWER SQUADRON 2004 (CM)
 JV3375'SERVICE STATION GONE.  NO EVIDENCE OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3376 ***********************************************************************
 JV3376  DESIGNATION -  B 156 RESET 1952
 JV3376  PID         -  JV3376
 JV3376  STATE/COUNTY-  PA/FRANKLIN
 JV3376  USGS QUAD   -  SMITHSBURG (1994)
 JV3376
 JV3376                         *CURRENT SURVEY CONTROL
 JV3376  ___________________________________________________________________
 JV3376* NAD 83(1986)-  39 44 38.     (N)    077 35 26.     (W)     SCALED    
 JV3376* NAVD 88     -       193.93   (+/-2cm)     636.3    (feet)  VERTCON   
 JV3376  ___________________________________________________________________
 JV3376  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JV3376
 JV3376  VERT ORDER  -  THIRD (See Below)
 JV3376
 JV3376.The horizontal coordinates were scaled from a topographic map and have
 JV3376.an estimated accuracy of +/- 6 seconds.
 JV3376
 JV3376.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV3376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV3376.The vertical order pertains to the NGVD 29 superseded value.
 JV3376
 JV3376.The geoid height was determined by GEOID03.
 JV3376
 JV3376;                    North         East    Units  Estimated Accuracy
 JV3376;SPC PA S     -    45,600.      613,670.      MT  (+/- 180 meters Scaled)
 JV3376
 JV3376                          SUPERSEDED SURVEY CONTROL
 JV3376
 JV3376  NGVD 29 (??/??/??)  194.12   (m)          636.9    (f) RESET       3  
 JV3376
 JV3376.Superseded values are not recommended for survey control.
 JV3376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3376.See file dsdata.txt to determine how the superseded data were derived.
 JV3376
 JV3376_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK780025(NAD 83)
 JV3376_MARKER: DB = BENCH MARK DISK
 JV3376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV3376_SP_SET: GAS PUMP BASE
 JV3376_STAMPING: B 156 RESET 1952
 JV3376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV3376
 JV3376  HISTORY     - Date     Condition        Report By
 JV3376  HISTORY     - 1952     MONUMENTED       PA8920
 JV3376  HISTORY     - 1971     GOOD             NGS
 JV3376  HISTORY     - 1971     GOOD             PADH
 JV3376  HISTORY     - 20040501 MARK NOT FOUND   USPSQD
 JV3376
 JV3376                          STATION DESCRIPTION
 JV3376
 JV3376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 JV3376'1.5 MI SW FROM WAYNESBORO.
 JV3376'1.5 MILES SOUTHWEST ALONG STATE HIGHWAY 316 FROM THE POST OFFICE
 JV3376'AT WAYNESBORO, FRANKLIN COUNTY, 300 FEET NORTHEAST OF THE NORTH
 JV3376'CORNER OF A GRAVEYARD, 30 FEET NORTHWEST OF THE SOUTHWEST CORNER
 JV3376'OF A SUNOCO SERVICE STATION, 35 FEET SOUTHEAST OF THE CENTERLINE
 JV3376'OF THE HIGHWAY, 56 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 JV3376'HOUSE, IN A CONCRETE GASOLINE PUMP BASE, 1.6 FEET FROM THE
 JV3376'NORTHEAST END, AND 1.0 FOOT FROM THE NORTHWEST SIDE.  A STANDARD
 JV3376'DISK, STAMPED B 156 RESET 1952.
 JV3376
 JV3376                          STATION RECOVERY (1971)
 JV3376
 JV3376'RECOVERY NOTE BY PA DEPT OF HIGHWAYS 1971
 JV3376'RECOVERED IN GOOD CONDITION.
 JV3376
 JV3376                          STATION RECOVERY (2004)
 JV3376
 JV3376'RECOVERY NOTE BY US POWER SQUADRON 2004 (CM)
 JV3376'SERVICE STATION GONE.  NO EVIDENCE OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3406 ***********************************************************************
 JV3406  DESIGNATION -  B 158
 JV3406  PID         -  JV3406
 JV3406  STATE/COUNTY-  PA/FRANKLIN
 JV3406  USGS QUAD   -  WAYNESBORO (1990)
 JV3406
 JV3406                         *CURRENT SURVEY CONTROL
 JV3406  ___________________________________________________________________
 JV3406* NAD 83(1986)-  39 51 26.     (N)    077 37 24.     (W)     SCALED    
 JV3406* NAVD 88     -       253.378  (meters)     831.29   (feet)  ADJUSTED  
 JV3406  ___________________________________________________________________
 JV3406  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 JV3406  DYNAMIC HT  -         253.231 (meters)     830.81  (feet)  COMP
 JV3406  MODELED GRAV-     980,039.9   (mgal)                       NAVD 88
 JV3406
 JV3406  VERT ORDER  -  SECOND    CLASS 0
 JV3406
 JV3406.The horizontal coordinates were scaled from a topographic map and have
 JV3406.an estimated accuracy of +/- 6 seconds.
 JV3406
 JV3406.The orthometric height was determined by differential leveling
 JV3406.and adjusted by the National Geodetic Survey in June 1991..
 JV3406
 JV3406.The geoid height was determined by GEOID03.
 JV3406
 JV3406.The dynamic height is computed by dividing the NAVD 88
 JV3406.geopotential number by the normal gravity value computed on the
 JV3406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3406.degrees latitude (g = 980.6199 gals.).
 JV3406
 JV3406.The modeled gravity was interpolated from observed gravity values.
 JV3406
 JV3406;                    North         East    Units  Estimated Accuracy
 JV3406;SPC PA S     -    58,180.      610,840.      MT  (+/- 180 meters Scaled)
 JV3406
 JV3406                          SUPERSEDED SURVEY CONTROL
 JV3406
 JV3406  NGVD 29 (??/??/??)  253.556  (m)          831.88   (f) ADJUSTED    2 0
 JV3406
 JV3406.Superseded values are not recommended for survey control.
 JV3406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3406.See file dsdata.txt to determine how the superseded data were derived.
 JV3406
 JV3406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK755152(NAD 83)
 JV3406_MARKER: DB = BENCH MARK DISK
 JV3406_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV3406_SP_SET: CULVERT
 JV3406_STAMPING: B 158 1942
 JV3406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV3406
 JV3406  HISTORY     - Date     Condition        Report By
 JV3406  HISTORY     - 1942     MONUMENTED       CGS
 JV3406  HISTORY     - 19900903 MARK NOT FOUND   USGS
 JV3406
 JV3406                          STATION DESCRIPTION
 JV3406
 JV3406'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3406'0.7 MI S FROM MONT ALTO.
 JV3406'0.7 MILE SOUTH ALONG STATE HIGHWAY 997 FROM THE POST OFFICE
 JV3406'AT MONT ALTO, FRANKLIN COUNTY, THENCE 2.6 MILES WEST ALONG
 JV3406'A COUNTY GRAVEL ROAD LEADING FROM THE HIGHWAY TO ALLENWALD, AND
 JV3406'THENCE 1.4 MILES NORTH WEST ALONG STATE HIGHWAY 316, 0.15 MILE
 JV3406'SOUTHEAST OF THE EAST CORNER OF A GRAVEYARD, IN THE CENTER
 JV3406'OF THE NORTHEAST HEADWALL OF A 12-INCH PIPE CULVERT, 87.3 FEET
 JV3406'NORTHWEST OF POWER LINE POLE W 1748, AND 17 FEET NORTHEAST
 JV3406'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED B
 JV3406'158 1942.
 JV3406
 JV3406                          STATION RECOVERY (1990)
 JV3406
 JV3406'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (BJS)
 JV3406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV6902 ***********************************************************************
 JV6902  DESIGNATION -  B 158 RESET
 JV6902  PID         -  JV6902
 JV6902  STATE/COUNTY-  PA/FRANKLIN
 JV6902  USGS QUAD   -  WAYNESBORO (1990)
 JV6902
 JV6902                         *CURRENT SURVEY CONTROL
 JV6902  ___________________________________________________________________
 JV6902* NAD 83(1986)-  39 51 25.     (N)    077 37 21.     (W)     SCALED    
 JV6902* NAVD 88     -       257.13   (+/-2cm)     843.6    (feet)  VERTCON   
 JV6902  ___________________________________________________________________
 JV6902  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 JV6902
 JV6902  VERT ORDER  -  THIRD (See Below)
 JV6902
 JV6902.The horizontal coordinates were scaled from a topographic map and have
 JV6902.an estimated accuracy of +/- 6 seconds.
 JV6902
 JV6902.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV6902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV6902.The vertical order pertains to the NGVD 29 superseded value.
 JV6902
 JV6902.The geoid height was determined by GEOID03.
 JV6902
 JV6902;                    North         East    Units  Estimated Accuracy
 JV6902;SPC PA S     -    58,150.      610,910.      MT  (+/- 180 meters Scaled)
 JV6902
 JV6902                          SUPERSEDED SURVEY CONTROL
 JV6902
 JV6902  NGVD 29 (02/24/03)  257.31   (m)          844.2    (f) RESET       3  
 JV6902
 JV6902.Superseded values are not recommended for survey control.
 JV6902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV6902.See file dsdata.txt to determine how the superseded data were derived.
 JV6902
 JV6902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK756151(NAD 83)
 JV6902_MARKER: DV = VERTICAL CONTROL DISK
 JV6902_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JV6902_SP_SET: HEADWALL
 JV6902_STAMPING: B 158 RESET 1985
 JV6902_MARK LOGO: NGS   
 JV6902_MAGNETIC: N = NO MAGNETIC MATERIAL
 JV6902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV6902+STABILITY: SURFACE MOTION
 JV6902
 JV6902  HISTORY     - Date     Condition        Report By
 JV6902  HISTORY     - 1985     MONUMENTED       NGS
 JV6902
 JV6902                          STATION DESCRIPTION
 JV6902
 JV6902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JV6902'5.2 MI (8.4 KM) SOUTH ALONG STATE HIGHWAY 316 FROM ITS JUNCTION WITH
 JV6902'U.S.HIGHWAY I-81 JUST SOUTH OF CHAMBERSBURG (EXIT 5), ON THE SOUTH
 JV6902'SIDE OF DRIVEWAY LEADING TO THE H. LEE KAISER RESIDENCE, 5042 WAYNE
 JV6902'ROAD, 20.3 FT (6.2 M) EAST FROM THE CENTERLINE OF THE HIGHWAY AND
 JV6902'19.0 FT (5.8 M) NORTH FROM THE CENTERLINE OF THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2036 ***********************************************************************
 JV2036  DESIGNATION -  B 159
 JV2036  PID         -  JV2036
 JV2036  STATE/COUNTY-  PA/ADAMS
 JV2036  USGS QUAD   -  ARENDTSVILLE (1990)
 JV2036
 JV2036                         *CURRENT SURVEY CONTROL
 JV2036  ___________________________________________________________________
 JV2036* NAD 83(1986)-  39 54 49.     (N)    077 19 22.     (W)     SCALED    
 JV2036* NAVD 88     -       232.594  (meters)     763.10   (feet)  ADJUSTED  
 JV2036  ___________________________________________________________________
 JV2036  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JV2036  DYNAMIC HT  -         232.464 (meters)     762.68  (feet)  COMP
 JV2036  MODELED GRAV-     980,062.7   (mgal)                       NAVD 88
 JV2036
 JV2036  VERT ORDER  -  SECOND    CLASS 0
 JV2036
 JV2036.The horizontal coordinates were scaled from a topographic map and have
 JV2036.an estimated accuracy of +/- 6 seconds.
 JV2036
 JV2036.The orthometric height was determined by differential leveling
 JV2036.and adjusted by the National Geodetic Survey in June 1991..
 JV2036
 JV2036.The geoid height was determined by GEOID03.
 JV2036
 JV2036.The dynamic height is computed by dividing the NAVD 88
 JV2036.geopotential number by the normal gravity value computed on the
 JV2036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2036.degrees latitude (g = 980.6199 gals.).
 JV2036
 JV2036.The modeled gravity was interpolated from observed gravity values.
 JV2036
 JV2036;                    North         East    Units  Estimated Accuracy
 JV2036;SPC PA S     -    64,520.      636,530.      MT  (+/- 180 meters Scaled)
 JV2036
 JV2036                          SUPERSEDED SURVEY CONTROL
 JV2036
 JV2036  NGVD 29 (??/??/??)  232.776  (m)          763.70   (f) ADJUSTED    2 0
 JV2036
 JV2036.Superseded values are not recommended for survey control.
 JV2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2036.See file dsdata.txt to determine how the superseded data were derived.
 JV2036
 JV2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK014207(NAD 83)
 JV2036_MARKER: DB = BENCH MARK DISK
 JV2036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV2036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV2036_STAMPING: B 159 1942
 JV2036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV2036+STABILITY: SURFACE MOTION
 JV2036
 JV2036  HISTORY     - Date     Condition        Report By
 JV2036  HISTORY     - 1942     MONUMENTED       CGS
 JV2036  HISTORY     - 19900430 MARK NOT FOUND   USGS
 JV2036
 JV2036                          STATION DESCRIPTION
 JV2036
 JV2036'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV2036'0.6 MI W FROM ARENDTSVILLE.
 JV2036'0.6 MILE WEST ALONG DIRT ROAD 01071 FROM THE POST OFFICE AT
 JV2036'ARENDTSVILLE, ADAMS COUNTY, THENCE 1.0 MILE SOUTHWEST ALONG DIRT
 JV2036'ROAD 01075, AT A LARGE RED BARN, 72 FEET NORTHWEST OF THE NORTH
 JV2036'CORNER OF THE BARN, 60 FEET NORTH OF TELEPHONE POLE, 39 FEET
 JV2036'NORTH OF THE CENTERLINE OF THE ROAD, 10 FEET NORTHWEST OF AN
 JV2036'18-INCH TREE, AND 1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS
 JV2036'POST.  A STANDARD DISK, STAMPED B 159 1942 AND SET IN THE TOP OF
 JV2036'A CONCRETE POST.
 JV2036
 JV2036                          STATION RECOVERY (1990)
 JV2036
 JV2036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (CDL)
 JV2036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1203 ***********************************************************************
 LZ1203  DESIGNATION -  B 16
 LZ1203  PID         -  LZ1203
 LZ1203  STATE/COUNTY-  PA/CENTRE
 LZ1203  USGS QUAD   -  BEECH CREEK (1973)
 LZ1203
 LZ1203                         *CURRENT SURVEY CONTROL
 LZ1203  ___________________________________________________________________
 LZ1203* NAD 83(1986)-  41 03 26.     (N)    077 35 31.     (W)     SCALED    
 LZ1203* NAVD 88     -       193.583  (meters)     635.11   (feet)  ADJUSTED  
 LZ1203  ___________________________________________________________________
 LZ1203  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 LZ1203  DYNAMIC HT  -         193.494 (meters)     634.82  (feet)  COMP
 LZ1203  MODELED GRAV-     980,157.2   (mgal)                       NAVD 88
 LZ1203
 LZ1203  VERT ORDER  -  FIRST     CLASS II
 LZ1203
 LZ1203.The horizontal coordinates were scaled from a topographic map and have
 LZ1203.an estimated accuracy of +/- 6 seconds.
 LZ1203
 LZ1203.The orthometric height was determined by differential leveling
 LZ1203.and adjusted by the National Geodetic Survey in June 1991..
 LZ1203
 LZ1203.The geoid height was determined by GEOID03.
 LZ1203
 LZ1203.The dynamic height is computed by dividing the NAVD 88
 LZ1203.geopotential number by the normal gravity value computed on the
 LZ1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1203.degrees latitude (g = 980.6199 gals.).
 LZ1203
 LZ1203.The modeled gravity was interpolated from observed gravity values.
 LZ1203
 LZ1203;                    North         East    Units  Estimated Accuracy
 LZ1203;SPC PA N     -    98,910.      613,290.      MT  (+/- 180 meters Scaled)
 LZ1203
 LZ1203                          SUPERSEDED SURVEY CONTROL
 LZ1203
 LZ1203  NGVD 29 (??/??/92)  193.798  (m)          635.82   (f) ADJ UNCH    1 2
 LZ1203
 LZ1203.Superseded values are not recommended for survey control.
 LZ1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1203.See file dsdata.txt to determine how the superseded data were derived.
 LZ1203
 LZ1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL821483(NAD 83)
 LZ1203_MARKER: DB = BENCH MARK DISK
 LZ1203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1203_SP_SET: CULVERT
 LZ1203_STAMPING: B 16 1934
 LZ1203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1203
 LZ1203  HISTORY     - Date     Condition        Report By
 LZ1203  HISTORY     - 1934     MONUMENTED       CGS
 LZ1203  HISTORY     - 1942     GOOD             NGS
 LZ1203
 LZ1203                          STATION DESCRIPTION
 LZ1203
 LZ1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1203'AT EAGLEVILLE.
 LZ1203'AT EAGLEVILLE, CENTRE COUNTY, 300 FEET NORTH OF THE PENNSYLVANIA
 LZ1203'RAILROAD STATION, AT 16-FOOT BOX CULVERT 44.4, IN THE TOP OF THE
 LZ1203'NORTH CONCRETE HEADWALL, AND 3.5 FEET EAST OF THE SOUTH END.  A
 LZ1203'STANDARD DISK, STAMPED B 16 1934.
 LZ1203
 LZ1203                          STATION RECOVERY (1942)
 LZ1203
 LZ1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 LZ1203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1622 ***********************************************************************
 JV1622  DESIGNATION -  B 160
 JV1622  PID         -  JV1622
 JV1622  STATE/COUNTY-  PA/YORK
 JV1622  USGS QUAD   -  WEST YORK (1973)
 JV1622
 JV1622                         *CURRENT SURVEY CONTROL
 JV1622  ___________________________________________________________________
 JV1622* NAD 83(1986)-  39 54 28.     (N)    076 51 14.     (W)     SCALED    
 JV1622* NAVD 88     -       157.879  (meters)     517.97   (feet)  ADJUSTED  
 JV1622  ___________________________________________________________________
 JV1622  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JV1622  DYNAMIC HT  -         157.797 (meters)     517.71  (feet)  COMP
 JV1622  MODELED GRAV-     980,104.6   (mgal)                       NAVD 88
 JV1622
 JV1622  VERT ORDER  -  SECOND    CLASS 0
 JV1622
 JV1622.The horizontal coordinates were scaled from a topographic map and have
 JV1622.an estimated accuracy of +/- 6 seconds.
 JV1622
 JV1622.The orthometric height was determined by differential leveling
 JV1622.and adjusted by the National Geodetic Survey in June 1991..
 JV1622
 JV1622.The geoid height was determined by GEOID03.
 JV1622
 JV1622.The dynamic height is computed by dividing the NAVD 88
 JV1622.geopotential number by the normal gravity value computed on the
 JV1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1622.degrees latitude (g = 980.6199 gals.).
 JV1622
 JV1622.The modeled gravity was interpolated from observed gravity values.
 JV1622
 JV1622;                    North         East    Units  Estimated Accuracy
 JV1622;SPC PA S     -    64,170.      676,620.      MT  (+/- 180 meters Scaled)
 JV1622
 JV1622                          SUPERSEDED SURVEY CONTROL
 JV1622
 JV1622  NGVD 29 (??/??/??)  158.104  (m)          518.71   (f) ADJUSTED    2 0
 JV1622
 JV1622.Superseded values are not recommended for survey control.
 JV1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1622.See file dsdata.txt to determine how the superseded data were derived.
 JV1622
 JV1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK415191(NAD 83)
 JV1622_MARKER: DB = BENCH MARK DISK
 JV1622_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV1622_SP_SET: CULVERT
 JV1622_STAMPING: B-160 1942
 JV1622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV1622
 JV1622  HISTORY     - Date     Condition        Report By
 JV1622  HISTORY     - 1942     MONUMENTED       CGS
 JV1622  HISTORY     - 1972     GOOD             MME
 JV1622
 JV1622                          STATION DESCRIPTION
 JV1622
 JV1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1622'2.4 MI N FROM SPRING GROVE.
 JV1622'2.4 MILES NORTH ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 JV1622'STATION AT SPRING GROVE, ABOUT 660 FEET SOUTH OF A COUNTRY ROAD
 JV1622'CROSSING, 14 FEET NORTHWEST OF THE CENTER LINE OF THE TRACKS, A
 JV1622'STANDARD DISK SET IN THE NORTHWEST MASONRY HEAD WALL OF A
 JV1622'CULVERT, ABOUT 4 FEET LOWER THAN THE TRACKS.  A STANDARD DISK SET
 JV1622'IN A DRILL HOLE.
 JV1622
 JV1622                          STATION RECOVERY (1972)
 JV1622
 JV1622'RECOVERY NOTE BY MYERS-MACOMBER ENGINEERS 1972
 JV1622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1000 ***********************************************************************
 KW1000  DESIGNATION -  B 161
 KW1000  PID         -  KW1000
 KW1000  STATE/COUNTY-  PA/YORK
 KW1000  USGS QUAD   -  LEMOYNE (1987)
 KW1000
 KW1000                         *CURRENT SURVEY CONTROL
 KW1000  ___________________________________________________________________
 KW1000* NAD 83(1986)-  40 12 19.     (N)    076 53 58.     (W)     SCALED    
 KW1000* NAVD 88     -       126.135  (meters)     413.83   (feet)  ADJUSTED  
 KW1000  ___________________________________________________________________
 KW1000  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KW1000  DYNAMIC HT  -         126.071 (meters)     413.62  (feet)  COMP
 KW1000  MODELED GRAV-     980,110.0   (mgal)                       NAVD 88
 KW1000
 KW1000  VERT ORDER  -  SECOND    CLASS 0
 KW1000
 KW1000.The horizontal coordinates were scaled from a topographic map and have
 KW1000.an estimated accuracy of +/- 6 seconds.
 KW1000
 KW1000.The orthometric height was determined by differential leveling
 KW1000.and adjusted by the National Geodetic Survey in June 1991..
 KW1000
 KW1000.The geoid height was determined by GEOID03.
 KW1000
 KW1000.The dynamic height is computed by dividing the NAVD 88
 KW1000.geopotential number by the normal gravity value computed on the
 KW1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1000.degrees latitude (g = 980.6199 gals.).
 KW1000
 KW1000.The modeled gravity was interpolated from observed gravity values.
 KW1000
 KW1000;                    North         East    Units  Estimated Accuracy
 KW1000;SPC PA S     -    97,170.      672,410.      MT  (+/- 180 meters Scaled)
 KW1000
 KW1000                          SUPERSEDED SURVEY CONTROL
 KW1000
 KW1000  NGVD 29 (??/??/??)  126.344  (m)          414.51   (f) ADJUSTED    2 0
 KW1000
 KW1000.Superseded values are not recommended for survey control.
 KW1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1000.See file dsdata.txt to determine how the superseded data were derived.
 KW1000
 KW1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK383522(NAD 83)
 KW1000_MARKER: DB = BENCH MARK DISK
 KW1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1000_STAMPING: B-161 1942
 KW1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1000+STABILITY: SURFACE MOTION
 KW1000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW1000+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2003
 KW1000
 KW1000  HISTORY     - Date     Condition        Report By
 KW1000  HISTORY     - 1942     MONUMENTED       CGS
 KW1000  HISTORY     - 1961     GOOD             CGS
 KW1000  HISTORY     - 19880412 GOOD             USPSQD
 KW1000  HISTORY     - 20030412 GOOD             USPSQD
 KW1000  HISTORY     - 20040717 GOOD             GEOCAC
 KW1000
 KW1000                          STATION DESCRIPTION
 KW1000
 KW1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1000'2.6 MI SE FROM CAMP HILL.
 KW1000'2.6 MILES SOUTH-EAST OF THE CAMP HILL STATION OF THE PHILADELPHIA
 KW1000'AND READING RAILROAD ALONG ROAD NO. 66028, ABOUT 135 FT. NORTH-EAST
 KW1000'OF A BRICK SCHOOL HOUSE, 25 FT. NORTH OF THE CENTER LINE OF A
 KW1000'FARM ENTRANCE, 22 FT. OF THE CENTER LINE OF ROAD NO. 66028, 50
 KW1000'FT. WEST OF A SHED, 1.3 FT. NORTH-WEST OF A WHITE POST STENCILED
 KW1000'U.S.B.M., A STANDARD DISK SET IN A CONCRETE POST, IN THE
 KW1000'SOUTHWEST CORNER OF A FIELD.
 KW1000
 KW1000                          STATION RECOVERY (1961)
 KW1000
 KW1000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 KW1000'RECOVERED IN GOOD CONDITION.
 KW1000
 KW1000                          STATION RECOVERY (1988)
 KW1000
 KW1000'RECOVERY NOTE BY US POWER SQUADRON 1988 (RLD)
 KW1000'RECOVERED IN GOOD CONDITION.
 KW1000
 KW1000                          STATION RECOVERY (2003)
 KW1000
 KW1000'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPP)
 KW1000'RECOVERED IN GOOD CONDITION.
 KW1000
 KW1000                          STATION RECOVERY (2004)
 KW1000
 KW1000'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1000'MARK IS 22 FT. EAST OF THE CENTER LINE OF THE ROAD, 12 FT. 9 INCHES
 KW1000'SOUTHEAST OF POWER POLE 23750 S31873 (3), 40 FT. 6 INCHES SOUTH OF
 KW1000'POWER POLE 23754 S31877 AND 21 FT. EAST OF A 12 INCH TREE. FARM
 KW1000'ENTRANCE IS TO THE BARN AND IS NOT PAVED. THE MARK IS SOUTH OF THE
 KW1000'CORNER OF A CHURCH PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2085 ***********************************************************************
 JV2085  DESIGNATION -  B 162
 JV2085  PID         -  JV2085
 JV2085  STATE/COUNTY-  PA/ADAMS
 JV2085  USGS QUAD   -  HAMPTON (1990)
 JV2085
 JV2085                         *CURRENT SURVEY CONTROL
 JV2085  ___________________________________________________________________
 JV2085* NAD 83(1986)-  39 56 12.     (N)    077 01 36.     (W)     SCALED    
 JV2085* NAVD 88     -       136.603  (meters)     448.17   (feet)  ADJUSTED  
 JV2085  ___________________________________________________________________
 JV2085  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 JV2085  DYNAMIC HT  -         136.530 (meters)     447.93  (feet)  COMP
 JV2085  MODELED GRAV-     980,088.8   (mgal)                       NAVD 88
 JV2085
 JV2085  VERT ORDER  -  SECOND    CLASS 0
 JV2085
 JV2085.The horizontal coordinates were scaled from a topographic map and have
 JV2085.an estimated accuracy of +/- 6 seconds.
 JV2085
 JV2085.The orthometric height was determined by differential leveling
 JV2085.and adjusted by the National Geodetic Survey in June 1991..
 JV2085
 JV2085.The geoid height was determined by GEOID03.
 JV2085
 JV2085.The dynamic height is computed by dividing the NAVD 88
 JV2085.geopotential number by the normal gravity value computed on the
 JV2085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2085.degrees latitude (g = 980.6199 gals.).
 JV2085
 JV2085.The modeled gravity was interpolated from observed gravity values.
 JV2085
 JV2085;                    North         East    Units  Estimated Accuracy
 JV2085;SPC PA S     -    67,240.      661,830.      MT  (+/- 180 meters Scaled)
 JV2085
 JV2085                          SUPERSEDED SURVEY CONTROL
 JV2085
 JV2085  NGVD 29 (??/??/??)  136.813  (m)          448.86   (f) ADJUSTED    2 0
 JV2085
 JV2085.Superseded values are not recommended for survey control.
 JV2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2085.See file dsdata.txt to determine how the superseded data were derived.
 JV2085
 JV2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK268226(NAD 83)
 JV2085_MARKER: DB = BENCH MARK DISK
 JV2085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV2085_SP_SET: BRIDGE
 JV2085_STAMPING: B 162 1942
 JV2085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV2085
 JV2085  HISTORY     - Date     Condition        Report By
 JV2085  HISTORY     - 1942     MONUMENTED       CGS
 JV2085  HISTORY     - 20010331 MARK NOT FOUND   NGS
 JV2085
 JV2085                          STATION DESCRIPTION
 JV2085
 JV2085'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV2085'2.4 MI W FROM EAST BERLIN.
 JV2085'ABOUT 2.4 MILES WEST ALONG HIGHWAY NO. 234 FROM THE POST-OFFICE
 JV2085'AT EAST BERLIN 22.5 FT. WEST OF A FENCE CORNER, 15 FT. SOUTH
 JV2085'OF THE CENTER LINE OF HIGHWAY NO. 234, A STANDARD DISK SET IN
 JV2085'THE SOUTH-EAST WING WALL OF A CONCRETE BRIDGE.
 JV2085
 JV2085                          STATION RECOVERY (2001)
 JV2085
 JV2085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JV2085'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1624 ***********************************************************************
 JV1624  DESIGNATION -  B 163
 JV1624  PID         -  JV1624
 JV1624  STATE/COUNTY-  PA/YORK
 JV1624  USGS QUAD   -  WEST YORK (1973)
 JV1624
 JV1624                         *CURRENT SURVEY CONTROL
 JV1624  ___________________________________________________________________
 JV1624* NAD 83(1986)-  39 59 22.     (N)    076 51 36.     (W)     SCALED    
 JV1624* NAVD 88     -       140.514  (meters)     461.00   (feet)  ADJUSTED  
 JV1624  ___________________________________________________________________
 JV1624  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 JV1624  DYNAMIC HT  -         140.440 (meters)     460.76  (feet)  COMP
 JV1624  MODELED GRAV-     980,098.9   (mgal)                       NAVD 88
 JV1624
 JV1624  VERT ORDER  -  SECOND    CLASS 0
 JV1624
 JV1624.The horizontal coordinates were scaled from a topographic map and have
 JV1624.an estimated accuracy of +/- 6 seconds.
 JV1624
 JV1624.The orthometric height was determined by differential leveling
 JV1624.and adjusted by the National Geodetic Survey in June 1991..
 JV1624
 JV1624.The geoid height was determined by GEOID03.
 JV1624
 JV1624.The dynamic height is computed by dividing the NAVD 88
 JV1624.geopotential number by the normal gravity value computed on the
 JV1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1624.degrees latitude (g = 980.6199 gals.).
 JV1624
 JV1624.The modeled gravity was interpolated from observed gravity values.
 JV1624
 JV1624;                    North         East    Units  Estimated Accuracy
 JV1624;SPC PA S     -    73,230.      676,010.      MT  (+/- 180 meters Scaled)
 JV1624
 JV1624                          SUPERSEDED SURVEY CONTROL
 JV1624
 JV1624  NGVD 29 (??/??/??)  140.740  (m)          461.74   (f) ADJUSTED    2 0
 JV1624
 JV1624.Superseded values are not recommended for survey control.
 JV1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1624.See file dsdata.txt to determine how the superseded data were derived.
 JV1624
 JV1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK412282(NAD 83)
 JV1624_MARKER: DB = BENCH MARK DISK
 JV1624_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1624_SP_SET: BRIDGE
 JV1624_STAMPING: B-163 1942
 JV1624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1624
 JV1624  HISTORY     - Date     Condition        Report By
 JV1624  HISTORY     - 1942     MONUMENTED       CGS
 JV1624  HISTORY     - 20060427 MARK NOT FOUND   GEOCAC
 JV1624
 JV1624                          STATION DESCRIPTION
 JV1624
 JV1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1624'1 MI SW FROM DOVER.
 JV1624'1.0 MILE SOUTH-WEST ALONG ROAD NO. 66002 FROM THE POST OFFICE
 JV1624'AT DOVER, 21 FT. NORTH-EAST OF THE EAST STONE GATE POST OF A
 JV1624'CEMETARY, 10 FT. NORTH-WEST OF THE CENTER LINE OF ROAD NO. 66002,
 JV1624'2.5 FT. NORTH-EAST OF THE SOUTH-WEST END OF A MASONERY HEAD WALL
 JV1624'OF A SMALL BRIDGE.  A STANDARD DISK SET IN A DRILL HOLE.
 JV1624
 JV1624                          STATION RECOVERY (2006)
 JV1624
 JV1624'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 JV1624'ROAD HAS BEEN WIDENED. BRIDGE REPLACED WITH CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2026 ***********************************************************************
 JV2026  DESIGNATION -  B 164
 JV2026  PID         -  JV2026
 JV2026  STATE/COUNTY-  PA/ADAMS
 JV2026  USGS QUAD   -  CALEDONIA PARK (1990)
 JV2026
 JV2026                         *CURRENT SURVEY CONTROL
 JV2026  ___________________________________________________________________
 JV2026* NAD 83(1986)-  39 57 00.     (N)    077 25 05.     (W)     SCALED    
 JV2026* NAVD 88     -       398.122  (meters)    1306.17   (feet)  ADJUSTED  
 JV2026  ___________________________________________________________________
 JV2026  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JV2026  DYNAMIC HT  -         397.883 (meters)    1305.39  (feet)  COMP
 JV2026  MODELED GRAV-     980,014.9   (mgal)                       NAVD 88
 JV2026
 JV2026  VERT ORDER  -  SECOND    CLASS 0
 JV2026
 JV2026.The horizontal coordinates were scaled from a topographic map and have
 JV2026.an estimated accuracy of +/- 6 seconds.
 JV2026
 JV2026.The orthometric height was determined by differential leveling
 JV2026.and adjusted by the National Geodetic Survey in June 1991..
 JV2026
 JV2026.The geoid height was determined by GEOID03.
 JV2026
 JV2026.The dynamic height is computed by dividing the NAVD 88
 JV2026.geopotential number by the normal gravity value computed on the
 JV2026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2026.degrees latitude (g = 980.6199 gals.).
 JV2026
 JV2026.The modeled gravity was interpolated from observed gravity values.
 JV2026
 JV2026;                    North         East    Units  Estimated Accuracy
 JV2026;SPC PA S     -    68,530.      628,370.      MT  (+/- 180 meters Scaled)
 JV2026
 JV2026                          SUPERSEDED SURVEY CONTROL
 JV2026
 JV2026  NGVD 29 (??/??/??)  398.295  (m)         1306.74   (f) ADJUSTED    2 0
 JV2026
 JV2026.Superseded values are not recommended for survey control.
 JV2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2026.See file dsdata.txt to determine how the superseded data were derived.
 JV2026
 JV2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK934250(NAD 83)
 JV2026_MARKER: DB = BENCH MARK DISK
 JV2026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV2026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV2026_STAMPING: B 164 1942
 JV2026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV2026+STABILITY: SURFACE MOTION
 JV2026
 JV2026  HISTORY     - Date     Condition        Report By
 JV2026  HISTORY     - 1942     MONUMENTED       CGS
 JV2026  HISTORY     - 20060402 GOOD             GEOCAC
 JV2026
 JV2026                          STATION DESCRIPTION
 JV2026
 JV2026'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV2026'8.9 MI SW FROM PINE GROVE FURNACE.
 JV2026'IN ADAMS COUNTY, 8.9 MILES SOUTHWEST ALONG STATE HIGHWAY 233 FROM
 JV2026'THE POST OFFICE AT PINE GROVE FURNACE, CUMBERLAND COUNTY, 91 FEET
 JV2026'NORTHEAST OF THE EAST CORNER OF AN OLD FOUNDATION OF A BUILDING
 JV2026'WHICH HAS BEEN TORN DOWN, 41 FEET NORTHWEST OF THE CENTERLINE OF
 JV2026'THE HIGHWAY 29 FEET NORTHEAST OF A 15-INCH OAK WITH A TRIANGULAR
 JV2026'BLAZE, 24 FEET SOUTHEAST OF A 10-INCH OAK WITH A TRIANGULAR
 JV2026'BLAZE, AND 1 FOOT NORTHWEST OF A WHITE WOODEN WITNESS POST.  A
 JV2026'STANDARD DISK, STAMPED B 164 1942 AND SET IN THE TOP OF A CONCRETE
 JV2026'POST.
 JV2026
 JV2026                          STATION RECOVERY (2006)
 JV2026
 JV2026'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV2026'MARK IS SOUTHWEST OF UNPAVED DRIVEWAY LEADING NORTHWEST TO A CABIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2047 ***********************************************************************
 KW2047  DESIGNATION -  B 165
 KW2047  PID         -  KW2047
 KW2047  STATE/COUNTY-  PA/CUMBERLAND
 KW2047  USGS QUAD   -  NEWVILLE (1975)
 KW2047
 KW2047                         *CURRENT SURVEY CONTROL
 KW2047  ___________________________________________________________________
 KW2047* NAD 83(1986)-  40 09 38.     (N)    077 23 17.     (W)     SCALED    
 KW2047* NAVD 88     -       173.618  (meters)     569.61   (feet)  ADJUSTED  
 KW2047  ___________________________________________________________________
 KW2047  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KW2047  DYNAMIC HT  -         173.525 (meters)     569.31  (feet)  COMP
 KW2047  MODELED GRAV-     980,090.3   (mgal)                       NAVD 88
 KW2047
 KW2047  VERT ORDER  -  FIRST     CLASS II
 KW2047
 KW2047.The horizontal coordinates were scaled from a topographic map and have
 KW2047.an estimated accuracy of +/- 6 seconds.
 KW2047
 KW2047.The orthometric height was determined by differential leveling
 KW2047.and adjusted by the National Geodetic Survey in June 1991..
 KW2047
 KW2047.The geoid height was determined by GEOID03.
 KW2047
 KW2047.The dynamic height is computed by dividing the NAVD 88
 KW2047.geopotential number by the normal gravity value computed on the
 KW2047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2047.degrees latitude (g = 980.6199 gals.).
 KW2047
 KW2047.The modeled gravity was interpolated from observed gravity values.
 KW2047
 KW2047;                    North         East    Units  Estimated Accuracy
 KW2047;SPC PA S     -    91,910.      630,830.      MT  (+/- 180 meters Scaled)
 KW2047
 KW2047                          SUPERSEDED SURVEY CONTROL
 KW2047
 KW2047  NGVD 29 (??/??/??)  173.832  (m)          570.31   (f) ADJUSTED    1 2
 KW2047
 KW2047.Superseded values are not recommended for survey control.
 KW2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2047.See file dsdata.txt to determine how the superseded data were derived.
 KW2047
 KW2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK966483(NAD 83)
 KW2047_MARKER: DB = BENCH MARK DISK
 KW2047_SETTING: 80 = SET IN A BOULDER
 KW2047_SP_SET: BOULDER
 KW2047_STAMPING: B 165 1942
 KW2047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2047+STABILITY: SURFACE MOTION
 KW2047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2047+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2006
 KW2047
 KW2047  HISTORY     - Date     Condition        Report By
 KW2047  HISTORY     - 1942     MONUMENTED       CGS
 KW2047  HISTORY     - 1961     GOOD             CGS
 KW2047  HISTORY     - 1979     GOOD             NGS
 KW2047  HISTORY     - 20060324 GOOD             GEOCAC
 KW2047
 KW2047                          STATION DESCRIPTION
 KW2047
 KW2047'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KW2047'1 MI SE FROM NEWVILLE.
 KW2047'0.5 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION AT
 KW2047'NEWVILLE, CUMBERLAND COUNTY, THENCE 0.5 MILE SOUTHEAST ALONG
 KW2047'STATE HIGHWAY 233, IN THE SOUTHEAST CORNER OF A PASTURE, 195
 KW2047'FEET SOUTH OF AN INTERSECTION OF THE HIGHWAY AND A PRIVATE ROAD
 KW2047'LEADING WEST TO A HOUSE AND A LARGE BARN, 50 FEET WEST OF THE
 KW2047'CENTERLINE OF THE HIGHWAY, 30 FEET WEST OF POWER LINE POLE 31448
 KW2047'JP, 19 FEET NORTH OF AN EAST AND WEST FENCELINE, AND IN THE TOP
 KW2047'OF AN OUTCROPPING BOULDER.  A STANDARD DISK, STAMPED B 165 1942.
 KW2047
 KW2047                          STATION RECOVERY (1979)
 KW2047
 KW2047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2047'RECOVERED IN GOOD CONDITION.
 KW2047
 KW2047                          STATION RECOVERY (2006)
 KW2047
 KW2047'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2047'STATION CAN BE REACHED FROM INTERSECTION OF STATE HIGHWAYS 641 AND 233
 KW2047'IN NEWVILLE BY TRAVELLING 1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 233.
 KW2047'POWER LINE POLE IS NOW MARKED WITH NUMBERS 10129 AND S30174.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0493 ***********************************************************************
 KW0493  DESIGNATION -  B 166 PADH
 KW0493  PID         -  KW0493
 KW0493  STATE/COUNTY-  PA/LEBANON
 KW0493  USGS QUAD   -  FREDERICKSBURG (1978)
 KW0493
 KW0493                         *CURRENT SURVEY CONTROL
 KW0493  ___________________________________________________________________
 KW0493* NAD 83(1986)-  40 26 27.     (N)    076 25 36.     (W)     SCALED    
 KW0493* NAVD 88     -       139.606  (meters)     458.02   (feet)  ADJUSTED  
 KW0493  ___________________________________________________________________
 KW0493  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 KW0493  DYNAMIC HT  -         139.535 (meters)     457.79  (feet)  COMP
 KW0493  MODELED GRAV-     980,117.0   (mgal)                       NAVD 88
 KW0493
 KW0493  VERT ORDER  -  SECOND    CLASS 0
 KW0493
 KW0493.The horizontal coordinates were scaled from a topographic map and have
 KW0493.an estimated accuracy of +/- 6 seconds.
 KW0493
 KW0493.The orthometric height was determined by differential leveling
 KW0493.and adjusted by the National Geodetic Survey in June 1991..
 KW0493
 KW0493.The geoid height was determined by GEOID03.
 KW0493
 KW0493.The dynamic height is computed by dividing the NAVD 88
 KW0493.geopotential number by the normal gravity value computed on the
 KW0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0493.degrees latitude (g = 980.6199 gals.).
 KW0493
 KW0493.The modeled gravity was interpolated from observed gravity values.
 KW0493
 KW0493;                    North         East    Units  Estimated Accuracy
 KW0493;SPC PA S     -   123,810.      712,270.      MT  (+/- 180 meters Scaled)
 KW0493
 KW0493                          SUPERSEDED SURVEY CONTROL
 KW0493
 KW0493  NGVD 29 (??/??/??)  139.807  (m)          458.68   (f) ADJUSTED    2 0
 KW0493
 KW0493.Superseded values are not recommended for survey control.
 KW0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0493.See file dsdata.txt to determine how the superseded data were derived.
 KW0493
 KW0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK790776(NAD 83)
 KW0493_MARKER: DD = SURVEY DISK
 KW0493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0493_SP_SET: BRIDGE
 KW0493_STAMPING: B 166 1942
 KW0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0493
 KW0493  HISTORY     - Date     Condition        Report By
 KW0493  HISTORY     - 1942     MONUMENTED       PADH
 KW0493  HISTORY     - 1960     GOOD             CGS
 KW0493
 KW0493                          STATION DESCRIPTION
 KW0493
 KW0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0493'0.2 MI E FROM FREDERICKSBURG.
 KW0493'A NEW DESCRIPTION, ABOUT 0.2 MILE EAST ALONG OLD U.S. HIGHWAY
 KW0493'22 FROM THE POST OFFICE IN FREDERICKSBURG, AT A CONCRETE BRIDGE
 KW0493'OVER BEACH RUN CREEK, IN THE TOP OF THE SOUTHWEST WINGWALL AND
 KW0493'13.0 FEET SOUTH OF THE CENTERLINE OF OLD U.S. HIGHWAY 22.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1996 ***********************************************************************
 KW1996  DESIGNATION -  B 167
 KW1996  PID         -  KW1996
 KW1996  STATE/COUNTY-  PA/YORK
 KW1996  USGS QUAD   -  MECHANICSBURG (1987)
 KW1996
 KW1996                         *CURRENT SURVEY CONTROL
 KW1996  ___________________________________________________________________
 KW1996* NAD 83(1986)-  40 08 35.     (N)    077 02 01.     (W)     SCALED    
 KW1996* NAVD 88     -       133.506  (meters)     438.01   (feet)  ADJUSTED  
 KW1996  ___________________________________________________________________
 KW1996  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KW1996  DYNAMIC HT  -         133.437 (meters)     437.78  (feet)  COMP
 KW1996  MODELED GRAV-     980,104.0   (mgal)                       NAVD 88
 KW1996
 KW1996  VERT ORDER  -  SECOND    CLASS 0
 KW1996
 KW1996.The horizontal coordinates were scaled from a topographic map and have
 KW1996.an estimated accuracy of +/- 6 seconds.
 KW1996
 KW1996.The orthometric height was determined by differential leveling
 KW1996.and adjusted by the National Geodetic Survey in June 1991..
 KW1996
 KW1996.The geoid height was determined by GEOID03.
 KW1996
 KW1996.The dynamic height is computed by dividing the NAVD 88
 KW1996.geopotential number by the normal gravity value computed on the
 KW1996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1996.degrees latitude (g = 980.6199 gals.).
 KW1996
 KW1996.The modeled gravity was interpolated from observed gravity values.
 KW1996
 KW1996;                    North         East    Units  Estimated Accuracy
 KW1996;SPC PA S     -    90,160.      661,050.      MT  (+/- 180 meters Scaled)
 KW1996
 KW1996                          SUPERSEDED SURVEY CONTROL
 KW1996
 KW1996  NGVD 29 (??/??/??)  133.715  (m)          438.70   (f) ADJUSTED    2 0
 KW1996
 KW1996.Superseded values are not recommended for survey control.
 KW1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1996.See file dsdata.txt to determine how the superseded data were derived.
 KW1996
 KW1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK267456(NAD 83)
 KW1996_MARKER: DB = BENCH MARK DISK
 KW1996_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1996_SP_SET: OVERPASS
 KW1996_STAMPING: B-167 1942
 KW1996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1996
 KW1996  HISTORY     - Date     Condition        Report By
 KW1996  HISTORY     - 1942     MONUMENTED       CGS
 KW1996  HISTORY     - 1966     GOOD             CGS
 KW1996  HISTORY     - 19990321 POOR             USPSQD
 KW1996
 KW1996                          STATION DESCRIPTION
 KW1996
 KW1996'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1996'2.3 MI N FROM DILLSBURG.
 KW1996'ABOUT 2.3 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1996'STATION AT DILLSBURG, 10 FT. EAST OF THE CENTER LINE OF THE MAIN
 KW1996'TRACK, A STANDARD DISK SET IN THE WEST FACE OF THE CENTER PIER
 KW1996'OF THE READING CO. RAILROAD OVERPASS, 3 FT. NORTH OF THE
 KW1996'SOUTH-EAST CORNER OF THE PIER, SET VERTICALLY, 4.5 FT. ABOVE
 KW1996'THE GROUND AT THE D. AND M. JUNCTION.
 KW1996
 KW1996                          STATION RECOVERY (1966)
 KW1996
 KW1996'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KW1996'RECOVERED IN GOOD CONDITION.
 KW1996
 KW1996                          STATION RECOVERY (1999)
 KW1996
 KW1996'RECOVERY NOTE BY US POWER SQUADRON 1999
 KW1996'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1029 ***********************************************************************
 KW1029  DESIGNATION -  B 168
 KW1029  PID         -  KW1029
 KW1029  STATE/COUNTY-  PA/YORK
 KW1029  USGS QUAD   -  STEELTON (1987)
 KW1029
 KW1029                         *CURRENT SURVEY CONTROL
 KW1029  ___________________________________________________________________
 KW1029* NAD 83(1986)-  40 07 51.     (N)    076 50 37.     (W)     SCALED    
 KW1029* NAVD 88     -       125.007  (meters)     410.13   (feet)  ADJUSTED  
 KW1029  ___________________________________________________________________
 KW1029  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 KW1029  DYNAMIC HT  -         124.941 (meters)     409.91  (feet)  COMP
 KW1029  MODELED GRAV-     980,101.2   (mgal)                       NAVD 88
 KW1029
 KW1029  VERT ORDER  -  SECOND    CLASS 0
 KW1029
 KW1029.The horizontal coordinates were scaled from a topographic map and have
 KW1029.an estimated accuracy of +/- 6 seconds.
 KW1029
 KW1029.The orthometric height was determined by differential leveling
 KW1029.and adjusted by the National Geodetic Survey in June 1991..
 KW1029
 KW1029.The geoid height was determined by GEOID03.
 KW1029
 KW1029.The dynamic height is computed by dividing the NAVD 88
 KW1029.geopotential number by the normal gravity value computed on the
 KW1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1029.degrees latitude (g = 980.6199 gals.).
 KW1029
 KW1029.The modeled gravity was interpolated from observed gravity values.
 KW1029
 KW1029;                    North         East    Units  Estimated Accuracy
 KW1029;SPC PA S     -    88,950.      677,250.      MT  (+/- 180 meters Scaled)
 KW1029
 KW1029                          SUPERSEDED SURVEY CONTROL
 KW1029
 KW1029  NGVD 29 (??/??/??)  125.221  (m)          410.83   (f) ADJUSTED    2 0
 KW1029
 KW1029.Superseded values are not recommended for survey control.
 KW1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1029.See file dsdata.txt to determine how the superseded data were derived.
 KW1029
 KW1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK429439(NAD 83)
 KW1029_MARKER: DB = BENCH MARK DISK
 KW1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1029_STAMPING: B 168 1942
 KW1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1029+STABILITY: SURFACE MOTION
 KW1029
 KW1029  HISTORY     - Date     Condition        Report By
 KW1029  HISTORY     - 1942     MONUMENTED       CGS
 KW1029  HISTORY     - 1963     GOOD             CGS
 KW1029  HISTORY     - 20011111 MARK NOT FOUND   USPSQD
 KW1029
 KW1029                          STATION DESCRIPTION
 KW1029
 KW1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1029'1.1 MI E FROM LEWISBERRY.
 KW1029'ABOUT 1.1 MILES EAST ALONG HIGHWAY NO. 24 FROM THE POST OFFICE
 KW1029'AT LEWISBERRY, 19.5 FT. SOUTH-WEST OF THE CENTER LINE OF HIGHWAY
 KW1029'NO. 24, 4.5 FT. NORTHWEST OF A FENCE CORNER, 1.2 FT. NORTH-EAST
 KW1029'OF A WHITE POST STENCILED U.S.B.M., A STANDARD DISK SET IN A
 KW1029'CONCRETE POST IN THE NORTH-EAST CORNER OF A FIELD.
 KW1029
 KW1029                          STATION RECOVERY (1963)
 KW1029
 KW1029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 KW1029'RECOVERED IN GOOD CONDITION.
 KW1029
 KW1029                          STATION RECOVERY (2001)
 KW1029
 KW1029'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPP)
 KW1029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1061 ***********************************************************************
 LZ1061  DESIGNATION -  B 17
 LZ1061  PID         -  LZ1061
 LZ1061  STATE/COUNTY-  PA/LYCOMING
 LZ1061  USGS QUAD   -  JERSEY SHORE (1986)
 LZ1061
 LZ1061                         *CURRENT SURVEY CONTROL
 LZ1061  ___________________________________________________________________
 LZ1061* NAD 83(1986)-  41 11 58.     (N)    077 17 34.     (W)     SCALED    
 LZ1061* NAVD 88     -       176.748  (meters)     579.88   (feet)  ADJUSTED  
 LZ1061  ___________________________________________________________________
 LZ1061  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LZ1061  DYNAMIC HT  -         176.669 (meters)     579.62  (feet)  COMP
 LZ1061  MODELED GRAV-     980,177.3   (mgal)                       NAVD 88
 LZ1061
 LZ1061  VERT ORDER  -  SECOND    CLASS 0
 LZ1061
 LZ1061.The horizontal coordinates were scaled from a topographic map and have
 LZ1061.an estimated accuracy of +/- 6 seconds.
 LZ1061
 LZ1061.The orthometric height was determined by differential leveling
 LZ1061.and adjusted by the National Geodetic Survey in June 1991..
 LZ1061
 LZ1061.The geoid height was determined by GEOID03.
 LZ1061
 LZ1061.The dynamic height is computed by dividing the NAVD 88
 LZ1061.geopotential number by the normal gravity value computed on the
 LZ1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1061.degrees latitude (g = 980.6199 gals.).
 LZ1061
 LZ1061.The modeled gravity was interpolated from observed gravity values.
 LZ1061
 LZ1061;                    North         East    Units  Estimated Accuracy
 LZ1061;SPC PA N     -   114,800.      638,350.      MT  (+/- 180 meters Scaled)
 LZ1061
 LZ1061                          SUPERSEDED SURVEY CONTROL
 LZ1061
 LZ1061  NGVD 29 (??/??/92)  176.948  (m)          580.54   (f) ADJ UNCH    2 0
 LZ1061
 LZ1061.Superseded values are not recommended for survey control.
 LZ1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1061.See file dsdata.txt to determine how the superseded data were derived.
 LZ1061
 LZ1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL077634(NAD 83)
 LZ1061_MARKER: DB = BENCH MARK DISK
 LZ1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1061_STAMPING: B 17 1934
 LZ1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1061+STABILITY: SURFACE MOTION
 LZ1061
 LZ1061  HISTORY     - Date     Condition        Report By
 LZ1061  HISTORY     - 1934     MONUMENTED       CGS
 LZ1061
 LZ1061                          STATION DESCRIPTION
 LZ1061
 LZ1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1061'AT JERSEY SHORE.
 LZ1061'AT THE WESTERN CITY LIMITS OF JERSEY SHORE, LYCOMING COUNTY, ON
 LZ1061'THE NEW YORK CENTRAL RAILROAD, ABOUT 50 YARDS NORTH OF THE
 LZ1061'CROSSING OF U.S. HIGHWAY 220, ABOUT 10 YARDS EAST OF THE
 LZ1061'CENTERLINE OF THE TRACK FROM AVIS, AND ABOUT 10 YARDS WEST OF
 LZ1061'THE CENTER LINE OF THE TRACKS FROM JERSEY SHORE.  A STANDARD
 LZ1061'DISK, STAMPED B 17 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0685 ***********************************************************************
 KW0685  DESIGNATION -  B 171
 KW0685  PID         -  KW0685
 KW0685  STATE/COUNTY-  PA/LANCASTER
 KW0685  USGS QUAD   -  MANHEIM (1995)
 KW0685
 KW0685                         *CURRENT SURVEY CONTROL
 KW0685  ___________________________________________________________________
 KW0685* NAD 83(1986)-  40 10 03.     (N)    076 23 18.     (W)     SCALED    
 KW0685* NAVD 88     -       122.254  (meters)     401.10   (feet)  ADJUSTED  
 KW0685  ___________________________________________________________________
 KW0685  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 KW0685  DYNAMIC HT  -         122.189 (meters)     400.88  (feet)  COMP
 KW0685  MODELED GRAV-     980,095.2   (mgal)                       NAVD 88
 KW0685
 KW0685  VERT ORDER  -  SECOND    CLASS 0
 KW0685
 KW0685.The horizontal coordinates were scaled from a topographic map and have
 KW0685.an estimated accuracy of +/- 6 seconds.
 KW0685
 KW0685.The orthometric height was determined by differential leveling
 KW0685.and adjusted by the National Geodetic Survey in June 1991..
 KW0685
 KW0685.The geoid height was determined by GEOID03.
 KW0685
 KW0685.The dynamic height is computed by dividing the NAVD 88
 KW0685.geopotential number by the normal gravity value computed on the
 KW0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0685.degrees latitude (g = 980.6199 gals.).
 KW0685
 KW0685.The modeled gravity was interpolated from observed gravity values.
 KW0685
 KW0685;                    North         East    Units  Estimated Accuracy
 KW0685;SPC PA S     -    93,520.      715,990.      MT  (+/- 180 meters Scaled)
 KW0685
 KW0685                          SUPERSEDED SURVEY CONTROL
 KW0685
 KW0685  NGVD 29 (??/??/??)  122.484  (m)          401.85   (f) ADJUSTED    2 0
 KW0685
 KW0685.Superseded values are not recommended for survey control.
 KW0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0685.See file dsdata.txt to determine how the superseded data were derived.
 KW0685
 KW0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK817472(NAD 83)
 KW0685_MARKER: DB = BENCH MARK DISK
 KW0685_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0685_SP_SET: WING WALL
 KW0685_STAMPING: B 171 1942
 KW0685_MARK LOGO: CGS   
 KW0685_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KW0685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0685_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0685+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2004
 KW0685
 KW0685  HISTORY     - Date     Condition        Report By
 KW0685  HISTORY     - 1942     MONUMENTED       CGS
 KW0685  HISTORY     - 19940215 GOOD             ADRGS
 KW0685  HISTORY     - 20040422 GOOD             GEOCAC
 KW0685
 KW0685                          STATION DESCRIPTION
 KW0685
 KW0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0685'0.8 MI N FROM MANHEIM.
 KW0685'ABOUT 0.8 MILES NORTH ALONG THE MOUNT HOPE BRANCH OF THE READING
 KW0685'CO. RAILROAD FROM MANHEIM, AT A ROAD CROSSING, 90.5 FEET WEST OF
 KW0685'THE CENTER LIE OF THE TRACK, 24 FEET NORTH OF THE CENTER LINE
 KW0685'OF THE ROAD.  A STANDARD DISK SET IN TOP OF THE NORTHEAST END OF
 KW0685'THE WING WALL OF A CONCRETE HIGHWAY BRIDGE.
 KW0685
 KW0685                          STATION RECOVERY (1994)
 KW0685
 KW0685'RECOVERY NOTE BY ADR GEODETIC SERVICES 1994 (BAW)
 KW0685'RECOVERED AS DESCRIBED.  AN ECCENTRIC STATION WAS ESTABLISHED NEARBY
 KW0685'FOR GPS OCCUPATION.
 KW0685
 KW0685                          STATION RECOVERY (2004)
 KW0685
 KW0685'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6508 ***********************************************************************
 AB6508  DESIGNATION -  B 171 ECCENTRIC
 AB6508  PID         -  AB6508
 AB6508  STATE/COUNTY-  PA/LANCASTER
 AB6508  USGS QUAD   -  MANHEIM (1995)
 AB6508
 AB6508                         *CURRENT SURVEY CONTROL
 AB6508  ___________________________________________________________________
 AB6508* NAD 83(1992)-  40 10 03.21137(N)    076 23 20.66886(W)     ADJUSTED  
 AB6508* NAVD 88     -       121.7    (meters)     399.     (feet)  GPS OBS   
 AB6508  ___________________________________________________________________
 AB6508  X           -   1,148,584.850 (meters)                     COMP
 AB6508  Y           -  -4,743,722.773 (meters)                     COMP
 AB6508  Z           -   4,092,276.637 (meters)                     COMP
 AB6508  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 AB6508  ELLIP HEIGHT-          87.20  (meters)          (08/10/01) GPS OBS
 AB6508  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 AB6508
 AB6508  HORZ ORDER  -  FIRST
 AB6508  ELLP ORDER  -  FOURTH    CLASS II
 AB6508
 AB6508.The horizontal coordinates were established by GPS observations
 AB6508.and adjusted by the National Geodetic Survey in August 1996..
 AB6508
 AB6508.The orthometric height was determined by GPS observations and a
 AB6508.high-resolution geoid model.
 AB6508
 AB6508.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6508
 AB6508.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6508
 AB6508.The ellipsoidal height was determined by GPS observations
 AB6508.and is referenced to NAD 83.
 AB6508
 AB6508.The geoid height was determined by GEOID03.
 AB6508
 AB6508;                    North         East     Units Scale Factor Converg.
 AB6508;SPC PA S     -    93,521.066   715,922.231   MT  0.99997164   +0 52 58.7
 AB6508;SPC PA S     -   306,827.03  2,348,821.52   sFT  0.99997164   +0 52 58.7
 AB6508;UTM  18      - 4,447,279.814   381,717.356   MT  0.99977223   -0 53 45.9
 AB6508
 AB6508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6508!SPC PA S     -   0.99998632  x   0.99997164  =   0.99995796
 AB6508!UTM  18      -   0.99998632  x   0.99977223  =   0.99975855
 AB6508
 AB6508                          SUPERSEDED SURVEY CONTROL
 AB6508
 AB6508  ELLIP H (08/26/96)   87.17   (m)                       GP(       ) 4 1
 AB6508
 AB6508.Superseded values are not recommended for survey control.
 AB6508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6508.See file dsdata.txt to determine how the superseded data were derived.
 AB6508
 AB6508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK8171747280(NAD 83)
 AB6508_MARKER: X = CHISELED CROSS
 AB6508_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB6508_SP_SET: CHISELED CROSS IN CONCRETE
 AB6508_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB6508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB6508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6508+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB6508
 AB6508  HISTORY     - Date     Condition        Report By
 AB6508  HISTORY     - 1994     MONUMENTED       ADRGS
 AB6508  HISTORY     - 20050530 MARK NOT FOUND   GEOCAC
 AB6508
 AB6508                          STATION DESCRIPTION
 AB6508
 AB6508'DESCRIBED BY ADR GEODETIC SERVICES 1994 (BAW)
 AB6508'THIS STATION WAS SET AS AN ECCENTRIC FOR BENCHMARK B 171.  TO REACH
 AB6508'THE STATION, SEE THE DESCRIPTION FOR B 171.  THE STATION IS LOCATED AT
 AB6508'THE WEST END OF A BRIDGE CARRYING DOE RUN ROAD OVER CHICKIES CREEK, ON
 AB6508'THE NORTH SIDE OF THE ROAD NEAR THE WEST END OF THE GUARDRAIL.  B 171
 AB6508'IS LOCATED ON THE NORTHEAST ABUTMENT OF THIS BRIDGE.
 AB6508
 AB6508                          STATION RECOVERY (2005)
 AB6508
 AB6508'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 AB6508'GUARDRAIL FOUNDATION IS COVERED WITH DIRT AND GRASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0717 ***********************************************************************
 KW0717  DESIGNATION -  B 172
 KW0717  PID         -  KW0717
 KW0717  STATE/COUNTY-  PA/LANCASTER
 KW0717  USGS QUAD   -  WOMELSDORF (1984)
 KW0717
 KW0717                         *CURRENT SURVEY CONTROL
 KW0717  ___________________________________________________________________
 KW0717* NAD 83(1986)-  40 17 19.     (N)    076 12 13.     (W)     SCALED    
 KW0717* NAVD 88     -       167.502  (meters)     549.55   (feet)  ADJUSTED  
 KW0717  ___________________________________________________________________
 KW0717  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 KW0717  DYNAMIC HT  -         167.413 (meters)     549.25  (feet)  COMP
 KW0717  MODELED GRAV-     980,086.1   (mgal)                       NAVD 88
 KW0717
 KW0717  VERT ORDER  -  SECOND    CLASS 0
 KW0717
 KW0717.The horizontal coordinates were scaled from a topographic map and have
 KW0717.an estimated accuracy of +/- 6 seconds.
 KW0717
 KW0717.The orthometric height was determined by differential leveling
 KW0717.and adjusted by the National Geodetic Survey in June 1991..
 KW0717
 KW0717.The geoid height was determined by GEOID03.
 KW0717
 KW0717.The dynamic height is computed by dividing the NAVD 88
 KW0717.geopotential number by the normal gravity value computed on the
 KW0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0717.degrees latitude (g = 980.6199 gals.).
 KW0717
 KW0717.The modeled gravity was interpolated from observed gravity values.
 KW0717
 KW0717;                    North         East    Units  Estimated Accuracy
 KW0717;SPC PA S     -   107,220.      731,480.      MT  (+/- 180 meters Scaled)
 KW0717
 KW0717                          SUPERSEDED SURVEY CONTROL
 KW0717
 KW0717  NGVD 29 (??/??/??)  167.728  (m)          550.29   (f) ADJUSTED    2 0
 KW0717
 KW0717.Superseded values are not recommended for survey control.
 KW0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0717.See file dsdata.txt to determine how the superseded data were derived.
 KW0717
 KW0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK976604(NAD 83)
 KW0717_MARKER: DB = BENCH MARK DISK
 KW0717_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0717_SP_SET: BRIDGE
 KW0717_STAMPING: B 172 1942
 KW0717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0717
 KW0717  HISTORY     - Date     Condition        Report By
 KW0717  HISTORY     - 1942     MONUMENTED       CGS
 KW0717  HISTORY     - 20000718 MARK NOT FOUND   PADT
 KW0717  HISTORY     - 20041001 MARK NOT FOUND   GEOCAC
 KW0717
 KW0717                          STATION DESCRIPTION
 KW0717
 KW0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0717'2.5 MI SE FROM KLEINFELTERSVILLE.
 KW0717'ABOUT 2.5 MILES SOUTHEAST ALONG HIGHWAY NO. 897 FROM THE POST
 KW0717'OFFICE AT KLEINFELTERSVILLE, AT COCALICO, 105 FEET NORTH OF THE
 KW0717'CENTER LINE OF THE JUNCTION OF ROAD NO. 38013, 15 FEET NORTH
 KW0717'OF THE CENTER LINE OF HIGHWAY NO. 897.  A STANDARD DISK SET IN
 KW0717'THE TOP OF THE NORTHEAST WING WALL OF A CONCRETE BRIDGE.
 KW0717
 KW0717                          STATION RECOVERY (2000)
 KW0717
 KW0717'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (AJH)
 KW0717'BRIDGE REPLACED.
 KW0717
 KW0717                          STATION RECOVERY (2004)
 KW0717
 KW0717'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0717'AN UNSTAMPED PADH DISK EXISTS ON THIS BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0168 ***********************************************************************
 KW0168  DESIGNATION -  B 173
 KW0168  PID         -  KW0168
 KW0168  STATE/COUNTY-  PA/BERKS
 KW0168  USGS QUAD   -  SWATARA HILL (1983)
 KW0168
 KW0168                         *CURRENT SURVEY CONTROL
 KW0168  ___________________________________________________________________
 KW0168* NAD 83(1986)-  40 30 46.     (N)    076 20 39.     (W)     SCALED    
 KW0168* NAVD 88     -       439.898  (meters)    1443.23   (feet)  ADJUSTED  
 KW0168  ___________________________________________________________________
 KW0168  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 KW0168  DYNAMIC HT  -         439.659 (meters)    1442.45  (feet)  COMP
 KW0168  MODELED GRAV-     980,067.9   (mgal)                       NAVD 88
 KW0168
 KW0168  VERT ORDER  -  SECOND    CLASS 0
 KW0168
 KW0168.The horizontal coordinates were scaled from a topographic map and have
 KW0168.an estimated accuracy of +/- 6 seconds.
 KW0168
 KW0168.The orthometric height was determined by differential leveling
 KW0168.and adjusted by the National Geodetic Survey in June 1991..
 KW0168
 KW0168.The geoid height was determined by GEOID03.
 KW0168
 KW0168.The dynamic height is computed by dividing the NAVD 88
 KW0168.geopotential number by the normal gravity value computed on the
 KW0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0168.degrees latitude (g = 980.6199 gals.).
 KW0168
 KW0168.The modeled gravity was interpolated from observed gravity values.
 KW0168
 KW0168;                    North         East    Units  Estimated Accuracy
 KW0168;SPC PA S     -   131,910.      719,140.      MT  (+/- 180 meters Scaled)
 KW0168
 KW0168                          SUPERSEDED SURVEY CONTROL
 KW0168
 KW0168  NGVD 29 (??/??/??)  440.094  (m)         1443.88   (f) ADJUSTED    2 0
 KW0168
 KW0168.Superseded values are not recommended for survey control.
 KW0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0168.See file dsdata.txt to determine how the superseded data were derived.
 KW0168
 KW0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK861855(NAD 83)
 KW0168_MARKER: DB = BENCH MARK DISK
 KW0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0168_STAMPING: B 173 1942
 KW0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0168+STABILITY: SURFACE MOTION
 KW0168
 KW0168  HISTORY     - Date     Condition        Report By
 KW0168  HISTORY     - 1942     MONUMENTED       CGS
 KW0168  HISTORY     - 19941119 GOOD             USPSQD
 KW0168
 KW0168                          STATION DESCRIPTION
 KW0168
 KW0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0168'4.6 MI SE FROM PINE GROVE.
 KW0168'1.4 MILES SOUTH ALONG THE READING CO. RAILROAD FROM THE STATION
 KW0168'AT PINE GROVE, THENCE 3.2 MILES SOUTHEAST ALONG A NEW GRAVEL
 KW0168'ROAD, AT THE INTERSECTION OF THE NEW ROAD AND A DIRT ROAD LEADING
 KW0168'NORTH, 34 FEET NORTH OF THE CENTERLINE OF THE NEW ROAD, 22 FEET
 KW0168'WEST OF THE CENTERLINE OF THE DIRT ROAD, 9 FEET NORTH OF A
 KW0168'12-INCH TRIANGLE-BLAZED OAK TREE, AND 1 1/2 FEET SOUTH OF A
 KW0168'STANDARD REFERENCE POST.  A STANDARD DISK, SET IN THE TOP OF A
 KW0168'CONCRETE POST.
 KW0168
 KW0168                          STATION RECOVERY (1994)
 KW0168
 KW0168'RECOVERY NOTE BY US POWER SQUADRON 1994
 KW0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0563 ***********************************************************************
 KW0563  DESIGNATION -  B 174
 KW0563  PID         -  KW0563
 KW0563  STATE/COUNTY-  PA/BERKS
 KW0563  USGS QUAD   -  WOMELSDORF (1984)
 KW0563
 KW0563                         *CURRENT SURVEY CONTROL
 KW0563  ___________________________________________________________________
 KW0563* NAD 83(1986)-  40 21 12.     (N)    076 08 14.     (W)     SCALED    
 KW0563* NAVD 88     -       128.694  (meters)     422.22   (feet)  ADJUSTED  
 KW0563  ___________________________________________________________________
 KW0563  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 KW0563  DYNAMIC HT  -         128.627 (meters)     422.00  (feet)  COMP
 KW0563  MODELED GRAV-     980,103.4   (mgal)                       NAVD 88
 KW0563
 KW0563  VERT ORDER  -  SECOND    CLASS 0
 KW0563
 KW0563.The horizontal coordinates were scaled from a topographic map and have
 KW0563.an estimated accuracy of +/- 6 seconds.
 KW0563
 KW0563.The orthometric height was determined by differential leveling
 KW0563.and adjusted by the National Geodetic Survey in June 1991..
 KW0563
 KW0563.The geoid height was determined by GEOID03.
 KW0563
 KW0563.The dynamic height is computed by dividing the NAVD 88
 KW0563.geopotential number by the normal gravity value computed on the
 KW0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0563.degrees latitude (g = 980.6199 gals.).
 KW0563
 KW0563.The modeled gravity was interpolated from observed gravity values.
 KW0563
 KW0563;                    North         East    Units  Estimated Accuracy
 KW0563;SPC PA S     -   114,510.      737,000.      MT  (+/- 180 meters Scaled)
 KW0563
 KW0563                          SUPERSEDED SURVEY CONTROL
 KW0563
 KW0563  NGVD 29 (??/??/??)  128.912  (m)          422.94   (f) ADJUSTED    2 0
 KW0563
 KW0563.Superseded values are not recommended for survey control.
 KW0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0563.See file dsdata.txt to determine how the superseded data were derived.
 KW0563
 KW0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK034675(NAD 83)
 KW0563_MARKER: DB = BENCH MARK DISK
 KW0563_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0563_SP_SET: BUILDING
 KW0563_STAMPING: B 174 1942
 KW0563_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW0563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0563
 KW0563  HISTORY     - Date     Condition        Report By
 KW0563  HISTORY     - 1942     MONUMENTED       CGS
 KW0563  HISTORY     - 19980320 SEE DESCRIPTION  USGS
 KW0563  HISTORY     - 20021114 MARK NOT FOUND   USPSQD
 KW0563  HISTORY     - 20050416 MARK NOT FOUND   GEOCAC
 KW0563
 KW0563                          STATION DESCRIPTION
 KW0563
 KW0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0563'AT ROBESONIA.
 KW0563'AT THE STATE BANK AND POST OFFICE BUILDING IN ROBESONIA.  A
 KW0563'STANDARD DISK, SET VERTICALLY, IN THE SOUTHWEST WALL, 4.8 FEET
 KW0563'NORTHWEST OF THE NORTHWEST EDGE OF THE POST OFFICE ENTRANCE
 KW0563'DOORWAY, AND 1.5 FEET ABOVE THE SIDEWALK.
 KW0563
 KW0563                          STATION RECOVERY (1998)
 KW0563
 KW0563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1998 (WCS)
 KW0563'20 MARCH 98 - STATION DESTROYED.  THE BUILDING ON WHICH THE DISK WAS
 KW0563'POSITIONED WAS DEMOLISHED IN 1996.
 KW0563
 KW0563                          STATION RECOVERY (2002)
 KW0563
 KW0563'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW0563'MARK NOT FOUND.
 KW0563
 KW0563                          STATION RECOVERY (2005)
 KW0563
 KW0563'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0563'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1107 ***********************************************************************
 KW1107  DESIGNATION -  B 175 PADH
 KW1107  PID         -  KW1107
 KW1107  STATE/COUNTY-  PA/DAUPHIN
 KW1107  USGS QUAD   -  HARRISBURG WEST (1987)
 KW1107
 KW1107                         *CURRENT SURVEY CONTROL
 KW1107  ___________________________________________________________________
 KW1107* NAD 83(1986)-  40 21 28.     (N)    076 53 24.     (W)     SCALED    
 KW1107* NAVD 88     -       118.296  (meters)     388.11   (feet)  ADJUSTED  
 KW1107  ___________________________________________________________________
 KW1107  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 KW1107  DYNAMIC HT  -         118.238 (meters)     387.92  (feet)  COMP
 KW1107  MODELED GRAV-     980,131.1   (mgal)                       NAVD 88
 KW1107
 KW1107  VERT ORDER  -  SECOND    CLASS 0
 KW1107
 KW1107.The horizontal coordinates were scaled from a topographic map and have
 KW1107.an estimated accuracy of +/- 6 seconds.
 KW1107
 KW1107.The orthometric height was determined by differential leveling
 KW1107.and adjusted by the National Geodetic Survey in June 1991..
 KW1107
 KW1107.The geoid height was determined by GEOID03.
 KW1107
 KW1107.The dynamic height is computed by dividing the NAVD 88
 KW1107.geopotential number by the normal gravity value computed on the
 KW1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1107.degrees latitude (g = 980.6199 gals.).
 KW1107
 KW1107.The modeled gravity was interpolated from observed gravity values.
 KW1107
 KW1107;                    North         East    Units  Estimated Accuracy
 KW1107;SPC PA S     -   114,110.      673,050.      MT  (+/- 180 meters Scaled)
 KW1107
 KW1107                          SUPERSEDED SURVEY CONTROL
 KW1107
 KW1107  NGVD 29 (??/??/??)  118.518  (m)          388.84   (f) ADJUSTED    2 0
 KW1107
 KW1107.Superseded values are not recommended for survey control.
 KW1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1107.See file dsdata.txt to determine how the superseded data were derived.
 KW1107
 KW1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK395691(NAD 83)
 KW1107_MARKER: DD = SURVEY DISK
 KW1107_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1107_SP_SET: BRIDGE GIRDER
 KW1107_STAMPING: B 175 1942
 KW1107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1107
 KW1107  HISTORY     - Date     Condition        Report By
 KW1107  HISTORY     - 1942     MONUMENTED       PADH
 KW1107  HISTORY     - 20010108 MARK NOT FOUND   PADT
 KW1107
 KW1107                          STATION DESCRIPTION
 KW1107
 KW1107'DESCRIBED BY PA DEPT OF HIGHWAYS 1942
 KW1107'2.9 MI E FROM DAUPHIN.
 KW1107'1.6 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1107'STATION AT DAUPHIN, THENCE 1.3 MILES NORTHEAST ALONG STATE
 KW1107'HIGHWAY 443, SET IN THE SOUTH CORNER OF THE WEST ABUTMENT OF A
 KW1107'STEEL GIRDER BRIDGE, 0.1 MILE WEST OF A LARGE 2-STORY WHITE
 KW1107'FARMHOUSE, 12.7 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 KW1107'A STANDARD PENNSYLVANIA DEPARTMENT OF HIGHWAYS DISK.  STAMPED
 KW1107'BY THE C AND G S.
 KW1107
 KW1107                          STATION RECOVERY (2001)
 KW1107
 KW1107'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (SMM)
 KW1107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1161 ***********************************************************************
 KW1161  DESIGNATION -  B 176
 KW1161  PID         -  KW1161
 KW1161  STATE/COUNTY-  PA/DAUPHIN
 KW1161  USGS QUAD   -  HERSHEY (1990)
 KW1161
 KW1161                         *CURRENT SURVEY CONTROL
 KW1161  ___________________________________________________________________
 KW1161* NAD 83(1986)-  40 22 07.     (N)    076 42 38.     (W)     SCALED    
 KW1161* NAVD 88     -       131.295  (meters)     430.76   (feet)  ADJUSTED  
 KW1161  ___________________________________________________________________
 KW1161  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 KW1161  DYNAMIC HT  -         131.228 (meters)     430.54  (feet)  COMP
 KW1161  MODELED GRAV-     980,115.3   (mgal)                       NAVD 88
 KW1161
 KW1161  VERT ORDER  -  SECOND    CLASS 0
 KW1161
 KW1161.The horizontal coordinates were scaled from a topographic map and have
 KW1161.an estimated accuracy of +/- 6 seconds.
 KW1161
 KW1161.The orthometric height was determined by differential leveling
 KW1161.and adjusted by the National Geodetic Survey in June 1991..
 KW1161.WARNING-Repeat measurements at this control monument indicate possible
 KW1161.vertical movement.
 KW1161
 KW1161.The geoid height was determined by GEOID03.
 KW1161
 KW1161.The dynamic height is computed by dividing the NAVD 88
 KW1161.geopotential number by the normal gravity value computed on the
 KW1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1161.degrees latitude (g = 980.6199 gals.).
 KW1161
 KW1161.The modeled gravity was interpolated from observed gravity values.
 KW1161
 KW1161;                    North         East    Units  Estimated Accuracy
 KW1161;SPC PA S     -   115,470.      688,280.      MT  (+/- 180 meters Scaled)
 KW1161
 KW1161                          SUPERSEDED SURVEY CONTROL
 KW1161
 KW1161  NGVD 29 (??/??/??)  131.506  (m)          431.45   (f) ADJUSTED    2 0
 KW1161
 KW1161.Superseded values are not recommended for survey control.
 KW1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1161.See file dsdata.txt to determine how the superseded data were derived.
 KW1161
 KW1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK547700(NAD 83)
 KW1161_MARKER: DB = BENCH MARK DISK
 KW1161_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1161_SP_SET: ABUTMENT
 KW1161_STAMPING: B 176 1942
 KW1161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1161
 KW1161  HISTORY     - Date     Condition        Report By
 KW1161  HISTORY     - 1942     MONUMENTED       CGS
 KW1161  HISTORY     - 1960     GOOD             CGS
 KW1161  HISTORY     - 19950618 GOOD             USPSQD
 KW1161  HISTORY     - 19970412 GOOD             USPSQD
 KW1161
 KW1161                          STATION DESCRIPTION
 KW1161
 KW1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1161'2.1 MI S FROM MANADA GAP.
 KW1161'2.1 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE JUNCTION OF STATE
 KW1161'HIGHWAY 443 AT MANADA GAP, ON TOP OF THE WEST END OF THE NORTH
 KW1161'CONCRETE ABUTMENT OF A STEEL GIRDER BRIDGE OVER MANADA CREEK, 11
 KW1161'FEET WEST OF THE CENTER LINE OF THE ROAD AND 1.2 FEET ABOVE THE
 KW1161'BRIDGE FLOOR.  NOTE-- THE MARK IS NOT STAMPED RESET, BUT PROBABLY
 KW1161'WAS.  THE BRIDGE ABUTMENT WAS PROBABLY RAISED.
 KW1161
 KW1161                          STATION RECOVERY (1995)
 KW1161
 KW1161'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW1161'RECOVERED IN GOOD CONDITION.
 KW1161
 KW1161                          STATION RECOVERY (1997)
 KW1161
 KW1161'RECOVERY NOTE BY US POWER SQUADRON 1997
 KW1161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1490 ***********************************************************************
 KW1490  DESIGNATION -  B 177
 KW1490  PID         -  KW1490
 KW1490  STATE/COUNTY-  PA/SCHUYLKILL
 KW1490  USGS QUAD   -  TOWER CITY (1974)
 KW1490
 KW1490                         *CURRENT SURVEY CONTROL
 KW1490  ___________________________________________________________________
 KW1490* NAD 83(1986)-  40 34 39.     (N)    076 33 00.     (W)     SCALED    
 KW1490* NAVD 88     -       228.827  (meters)     750.74   (feet)  ADJUSTED  
 KW1490  ___________________________________________________________________
 KW1490  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KW1490  DYNAMIC HT  -         228.712 (meters)     750.37  (feet)  COMP
 KW1490  MODELED GRAV-     980,120.8   (mgal)                       NAVD 88
 KW1490
 KW1490  VERT ORDER  -  SECOND    CLASS 0
 KW1490
 KW1490.The horizontal coordinates were scaled from a topographic map and have
 KW1490.an estimated accuracy of +/- 6 seconds.
 KW1490
 KW1490.The orthometric height was determined by differential leveling
 KW1490.and adjusted by the National Geodetic Survey in June 1991..
 KW1490
 KW1490.The geoid height was determined by GEOID03.
 KW1490
 KW1490.The dynamic height is computed by dividing the NAVD 88
 KW1490.geopotential number by the normal gravity value computed on the
 KW1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1490.degrees latitude (g = 980.6199 gals.).
 KW1490
 KW1490.The modeled gravity was interpolated from observed gravity values.
 KW1490
 KW1490;                    North         East    Units  Estimated Accuracy
 KW1490;SPC PA S     -   138,840.      701,600.      MT  (+/- 180 meters Scaled)
 KW1490
 KW1490                          SUPERSEDED SURVEY CONTROL
 KW1490
 KW1490  NGVD 29 (??/??/??)  229.058  (m)          751.50   (f) ADJUSTED    2 0
 KW1490
 KW1490.Superseded values are not recommended for survey control.
 KW1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1490.See file dsdata.txt to determine how the superseded data were derived.
 KW1490
 KW1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK688930(NAD 83)
 KW1490_MARKER: DB = BENCH MARK DISK
 KW1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1490_STAMPING: B 177 1942
 KW1490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1490+STABILITY: SURFACE MOTION
 KW1490
 KW1490  HISTORY     - Date     Condition        Report By
 KW1490  HISTORY     - 1942     MONUMENTED       CGS
 KW1490
 KW1490                          STATION DESCRIPTION
 KW1490
 KW1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1490'1 MI S FROM TOWER CITY.
 KW1490'1.0 MILE SOUTH ALONG THE COUNTY ROAD FROM THE STATION AT
 KW1490'TOWER CITY, SET AT THE SOUTH CORNER OF THE CEMETERY, 119 FEET
 KW1490'NORTHEAST OF THE NORTHEAST GAS PUMP OF A SMALL STORE AND
 KW1490'SERVICE STATION, 28 FEET NORTHWEST OF THE CENTERLINE OF THE
 KW1490'ROAD.  A STANDARD DISK SET IN TOP OF A CONCRETE POST ABOUT 1.0
 KW1490'FOOT ABOVE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1101 ***********************************************************************
 KW1101  DESIGNATION -  B 178
 KW1101  PID         -  KW1101
 KW1101  STATE/COUNTY-  PA/DAUPHIN
 KW1101  USGS QUAD   -  GRANTVILLE (1975)
 KW1101
 KW1101                         *CURRENT SURVEY CONTROL
 KW1101  ___________________________________________________________________
 KW1101* NAD 83(1986)-  40 28 27.     (N)    076 43 20.     (W)     SCALED    
 KW1101* NAVD 88     -       207.292  (meters)     680.09   (feet)  ADJUSTED  
 KW1101  ___________________________________________________________________
 KW1101  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KW1101  DYNAMIC HT  -         207.188 (meters)     679.75  (feet)  COMP
 KW1101  MODELED GRAV-     980,119.4   (mgal)                       NAVD 88
 KW1101
 KW1101  VERT ORDER  -  SECOND    CLASS 0
 KW1101
 KW1101.The horizontal coordinates were scaled from a topographic map and have
 KW1101.an estimated accuracy of +/- 6 seconds.
 KW1101
 KW1101.The orthometric height was determined by differential leveling
 KW1101.and adjusted by the National Geodetic Survey in June 1991..
 KW1101
 KW1101.The geoid height was determined by GEOID03.
 KW1101
 KW1101.The dynamic height is computed by dividing the NAVD 88
 KW1101.geopotential number by the normal gravity value computed on the
 KW1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1101.degrees latitude (g = 980.6199 gals.).
 KW1101
 KW1101.The modeled gravity was interpolated from observed gravity values.
 KW1101
 KW1101;                    North         East    Units  Estimated Accuracy
 KW1101;SPC PA S     -   127,180.      687,150.      MT  (+/- 180 meters Scaled)
 KW1101
 KW1101                          SUPERSEDED SURVEY CONTROL
 KW1101
 KW1101  NGVD 29 (??/??/??)  207.528  (m)          680.86   (f) ADJUSTED    2 0
 KW1101
 KW1101.Superseded values are not recommended for survey control.
 KW1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1101.See file dsdata.txt to determine how the superseded data were derived.
 KW1101
 KW1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK540818(NAD 83)
 KW1101_MARKER: DB = BENCH MARK DISK
 KW1101_SETTING: 80 = SET IN A BOULDER
 KW1101_SP_SET: BOULDER
 KW1101_STAMPING: B 178 1942
 KW1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1101+STABILITY: SURFACE MOTION
 KW1101_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1101+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2004
 KW1101
 KW1101  HISTORY     - Date     Condition        Report By
 KW1101  HISTORY     - 1942     MONUMENTED       CGS
 KW1101  HISTORY     - 20040915 GOOD             GEOCAC
 KW1101
 KW1101                          STATION DESCRIPTION
 KW1101
 KW1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1101'13.6 MI SW FROM TOWER CITY.
 KW1101'13.6 MILES SOUTHWEST ALONG THE COUNTY ROAD FROM THE STATION AT
 KW1101'TOWER CITY, SET IN A LARGE ROCK BOULDER BETWEEN THE ROAD AND THE
 KW1101'LAKE, AT THE EAST END OF A CUT AND THE WEST END OF A DEEP FILL,
 KW1101'24 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 23.8 FEET EAST OF AN
 KW1101'18-INCH PINE TREE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE OF
 KW1101'TREE.  A STANDARD DISK.
 KW1101
 KW1101                          STATION RECOVERY (2004)
 KW1101
 KW1101'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1101'THE COUNTY ROAD IS STATE ROAD 325. THE BOULDER IS BEHIND THE WEST END
 KW1101'OF A GUIDERAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2584 ***********************************************************************
 KV2584  DESIGNATION -  B 179
 KV2584  PID         -  KV2584
 KV2584  STATE/COUNTY-  PA/BERKS
 KV2584  USGS QUAD   -  KUTZTOWN (1974)
 KV2584
 KV2584                         *CURRENT SURVEY CONTROL
 KV2584  ___________________________________________________________________
 KV2584* NAD 83(1992)-  40 34 43.76564(N)    075 47 50.71105(W)     ADJUSTED  
 KV2584* NAVD 88     -       232.000  (meters)     761.15   (feet)  ADJUSTED  
 KV2584  ___________________________________________________________________
 KV2584  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 KV2584  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 KV2584  DYNAMIC HT  -         231.881 (meters)     760.76  (feet)  COMP
 KV2584  MODELED GRAV-     980,107.1   (mgal)                       NAVD 88
 KV2584
 KV2584  HORZ ORDER  -  SECOND
 KV2584  VERT ORDER  -  SECOND    CLASS 0
 KV2584
 KV2584.The horizontal coordinates were established by classical geodetic methods
 KV2584.and adjusted by the National Geodetic Survey in June 2002..
 KV2584
 KV2584.The orthometric height was determined by differential leveling
 KV2584.and adjusted by the National Geodetic Survey in June 1991..
 KV2584
 KV2584.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV2584
 KV2584.The geoid height was determined by GEOID03.
 KV2584
 KV2584.The dynamic height is computed by dividing the NAVD 88
 KV2584.geopotential number by the normal gravity value computed on the
 KV2584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2584.degrees latitude (g = 980.6199 gals.).
 KV2584
 KV2584.The modeled gravity was interpolated from observed gravity values.
 KV2584
 KV2584;                    North         East     Units Scale Factor Converg.
 KV2584;SPC PA S     -   140,121.252   765,302.228   MT  0.99996199   +1 16 00.6
 KV2584;SPC PA S     -   459,714.47  2,510,829.06   sFT  0.99996199   +1 16 00.6
 KV2584;UTM  18      - 4,492,309.732   432,510.359   MT  0.99965606   -0 31 07.4
 KV2584
 KV2584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV2584!SPC PA S     -   0.99996903  x   0.99996199  =   0.99993102
 KV2584!UTM  18      -   0.99996903  x   0.99965606  =   0.99962510
 KV2584
 KV2584                          SUPERSEDED SURVEY CONTROL
 KV2584
 KV2584  NAD 83(1986)-  40 34 43.75704(N)    075 47 50.71094(W) AD(       ) 2
 KV2584  NAD 27      -  40 34 43.41160(N)    075 47 51.98710(W) AD(       ) 2
 KV2584  NGVD 29 (??/??/??)  232.188  (m)          761.77   (f) ADJUSTED    2 0
 KV2584
 KV2584.Superseded values are not recommended for survey control.
 KV2584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2584.See file dsdata.txt to determine how the superseded data were derived.
 KV2584
 KV2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK3251092310(NAD 83)
 KV2584_MARKER: DB = BENCH MARK DISK
 KV2584_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2584_SP_SET: BUILDING
 KV2584_STAMPING: B-179 1942
 KV2584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2584+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 KV2584
 KV2584  HISTORY     - Date     Condition        Report By
 KV2584  HISTORY     - 1942     MONUMENTED       CGS
 KV2584  HISTORY     - 1960     GOOD             CGS
 KV2584  HISTORY     - 1960     GOOD             CGS
 KV2584  HISTORY     - 1987     GOOD             USPSQD
 KV2584  HISTORY     - 19991114 GOOD             USPSQD
 KV2584  HISTORY     - 20060311 GOOD             USPSQD
 KV2584
 KV2584                          STATION DESCRIPTION
 KV2584
 KV2584'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2584'AT KRUMSVILLE.
 KV2584'AT KRUMSVILLE, ALONG U.S. HIGHWAY NO. 22, SET IN THE SOUTHEAST
 KV2584'QUARTER OF THE PUBLIC ROAD CROSSING, IN THE WEST FACE AT THE
 KV2584'NORTHWEST CORNER OF E. KNOCKSTEAD GENERAL STORE, 41.2 FEET
 KV2584'SOUTH OF THE CENTER-LINE OF NO. 22, 25.5 FEET EAST OF THE
 KV2584'CENTER-LINE OF THE ROAD LEADING SOUTH TO KUTZTOWN, 4 FEET SOUTH
 KV2584'OF THE NORTHWEST CORNER OF THE BUILDING, 3 FEET ABOVE GROUND
 KV2584'LEVEL.  A STANDARD DISK SET VERTICALLY.
 KV2584
 KV2584                          STATION RECOVERY (1960)
 KV2584
 KV2584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV2584'STATION LOCATED IN KRUMSVILLE, ALONG U.S. HWY 22, SET IN THE
 KV2584'SOUTHEAST QUARTER OF THE PUBLIC ROAD CROSSING, IN THE WEST FACE AT
 KV2584'THE NORTHWEST CORNER OF E. KNOCKSTEAD GENERAL STORE, 41.2 FEET SOUTH
 KV2584'OF THE CENTER LINE OF THE HIGHWAY, 25.5 FEET EAST OF THE CENTER
 KV2584'LINE OF THE ROAD LEADING SOUTH TO KUTZTOWN, 4 FEET SOUTH OF THE
 KV2584'NORTHWEST CORNER OF THE BUILDING 3 FEET ABOVE GROUND LEVEL.  MARK IS
 KV2584'A STANDARD USC AND GS BENCH MARK DISK STAMPED B 179 1942.
 KV2584
 KV2584                          STATION RECOVERY (1960)
 KV2584
 KV2584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KV2584'RECOVERED IN GOOD CONDITION.
 KV2584
 KV2584                          STATION RECOVERY (1987)
 KV2584
 KV2584'RECOVERY NOTE BY US POWER SQUADRON 1987 (MWD)
 KV2584'RECOVERED IN GOOD CONDITION.
 KV2584
 KV2584                          STATION RECOVERY (1999)
 KV2584
 KV2584'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV2584'RECOVERED IN GOOD CONDITION.
 KV2584
 KV2584                          STATION RECOVERY (2006)
 KV2584
 KV2584'RECOVERY NOTE BY US POWER SQUADRON 2006 (RJR)
 KV2584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1030 ***********************************************************************
 LZ1030  DESIGNATION -  B 18
 LZ1030  PID         -  LZ1030
 LZ1030  STATE/COUNTY-  PA/CLINTON
 LZ1030  USGS QUAD   -  LOCK HAVEN (1986)
 LZ1030
 LZ1030                         *CURRENT SURVEY CONTROL
 LZ1030  ___________________________________________________________________
 LZ1030* NAD 83(1986)-  41 10 17.     (N)    077 29 42.     (W)     SCALED    
 LZ1030* NAVD 88     -       177.144  (meters)     581.18   (feet)  ADJUSTED  
 LZ1030  ___________________________________________________________________
 LZ1030  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 LZ1030  DYNAMIC HT  -         177.062 (meters)     580.91  (feet)  COMP
 LZ1030  MODELED GRAV-     980,159.4   (mgal)                       NAVD 88
 LZ1030
 LZ1030  VERT ORDER  -  SECOND    CLASS 0
 LZ1030
 LZ1030.The horizontal coordinates were scaled from a topographic map and have
 LZ1030.an estimated accuracy of +/- 6 seconds.
 LZ1030
 LZ1030.The orthometric height was determined by differential leveling
 LZ1030.and adjusted by the National Geodetic Survey in June 1991..
 LZ1030
 LZ1030.The geoid height was determined by GEOID03.
 LZ1030
 LZ1030.The dynamic height is computed by dividing the NAVD 88
 LZ1030.geopotential number by the normal gravity value computed on the
 LZ1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1030.degrees latitude (g = 980.6199 gals.).
 LZ1030
 LZ1030.The modeled gravity was interpolated from observed gravity values.
 LZ1030
 LZ1030;                    North         East    Units  Estimated Accuracy
 LZ1030;SPC PA N     -   111,610.      621,400.      MT  (+/- 180 meters Scaled)
 LZ1030
 LZ1030                          SUPERSEDED SURVEY CONTROL
 LZ1030
 LZ1030  NGVD 29 (??/??/92)  177.340  (m)          581.82   (f) ADJ UNCH    2 0
 LZ1030
 LZ1030.Superseded values are not recommended for survey control.
 LZ1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1030.See file dsdata.txt to determine how the superseded data were derived.
 LZ1030
 LZ1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL907607(NAD 83)
 LZ1030_MARKER: DB = BENCH MARK DISK
 LZ1030_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1030_SP_SET: BRIDGE
 LZ1030_STAMPING: B 18 1934
 LZ1030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1030
 LZ1030  HISTORY     - Date     Condition        Report By
 LZ1030  HISTORY     - 1934     MONUMENTED       CGS
 LZ1030
 LZ1030                          STATION DESCRIPTION
 LZ1030
 LZ1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1030'3 MI W FROM LOCK HAVEN.
 LZ1030'ABOUT 3.0 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LZ1030'STATE TEACHERS COLLEGE AT LOCK HAVEN, CLINTON COUNTY, AT THE
 LZ1030'BRIDGE OVER SUSQUEHANNA RIVER, IN THE TOP OF THE NORTH END OF
 LZ1030'THE STONE BACK WALL OF THE WEST ABUTMENT, 6 FEET NORTH OF THE
 LZ1030'WEST-BOUND TRACK, AND ABOUT 1-1/2 FEET LOWER THAN THE TOP OF
 LZ1030'THE RAIL.  A STANDARD DISK, STAMPED B 18 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1616 ***********************************************************************
 KV1616  DESIGNATION -  B 180
 KV1616  PID         -  KV1616
 KV1616  STATE/COUNTY-  PA/NORTHAMPTON
 KV1616  USGS QUAD   -  BANGOR (1994)
 KV1616
 KV1616                         *CURRENT SURVEY CONTROL
 KV1616  ___________________________________________________________________
 KV1616* NAD 83(1986)-  40 52 10.     (N)    075 09 26.     (W)     SCALED    
 KV1616* NAVD 88     -       197.451  (meters)     647.80   (feet)  ADJUSTED  
 KV1616  ___________________________________________________________________
 KV1616  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 KV1616  DYNAMIC HT  -         197.360 (meters)     647.51  (feet)  COMP
 KV1616  MODELED GRAV-     980,156.8   (mgal)                       NAVD 88
 KV1616
 KV1616  VERT ORDER  -  SECOND    CLASS 0
 KV1616
 KV1616.The horizontal coordinates were scaled from a topographic map and have
 KV1616.an estimated accuracy of +/- 6 seconds.
 KV1616
 KV1616.The orthometric height was determined by differential leveling
 KV1616.and adjusted by the National Geodetic Survey in June 1991..
 KV1616
 KV1616.The geoid height was determined by GEOID03.
 KV1616
 KV1616.The dynamic height is computed by dividing the NAVD 88
 KV1616.geopotential number by the normal gravity value computed on the
 KV1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1616.degrees latitude (g = 980.6199 gals.).
 KV1616
 KV1616.The modeled gravity was interpolated from observed gravity values.
 KV1616
 KV1616;                    North         East    Units  Estimated Accuracy
 KV1616;SPC PA S     -   173,770.      818,540.      MT  (+/- 180 meters Scaled)
 KV1616
 KV1616                          SUPERSEDED SURVEY CONTROL
 KV1616
 KV1616  NGVD 29 (??/??/??)  197.639  (m)          648.42   (f) ADJUSTED    2 0
 KV1616
 KV1616.Superseded values are not recommended for survey control.
 KV1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1616.See file dsdata.txt to determine how the superseded data were derived.
 KV1616
 KV1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL867242(NAD 83)
 KV1616_MARKER: DB = BENCH MARK DISK
 KV1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1616_STAMPING: B 180 1942
 KV1616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1616+STABILITY: SURFACE MOTION
 KV1616
 KV1616  HISTORY     - Date     Condition        Report By
 KV1616  HISTORY     - 1942     MONUMENTED       CGS
 KV1616  HISTORY     - 19940616 MARK NOT FOUND   USPSQD
 KV1616  HISTORY     - 19950118 MARK NOT FOUND   NJGS
 KV1616  HISTORY     - 20030126 MARK NOT FOUND   USPSQD
 KV1616
 KV1616                          STATION DESCRIPTION
 KV1616
 KV1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1616'1.7 MI SW FROM EAST BANGOR.
 KV1616'1.4 MILES SOUTHWEST ALONG A TAR ROAD FROM THE JUNCTION OF STATE
 KV1616'HIGHWAY 712 ABOUT 0.3 MILE EAST OF THE PUBLIC SCHOOL AT EAST
 KV1616'BANGOR, NORTHAMPTON COUNTY, AT THE SOUTHWEST CORNER OF A CULTIVATED
 KV1616'FIELD, 38.6 FEET EAST OF THE CENTER LINE OF THE ROAD, 28 FEET
 KV1616'EAST OF A POLE, 14.9 FEET NORTHEAST OF THE CENTER LINE OF A DIRT
 KV1616'ROAD LEADING TO ANOTHER CULTIVATED FIELD, AND 8 FEET NORTH OF A
 KV1616'FENCE LEADING EAST FROM THE MAIN ROAD.  A STANDARD DISK, STAMPED
 KV1616'B 180 1942 AND SET IN THE TOP OF A CONCRETE POST.
 KV1616
 KV1616                          STATION RECOVERY (1994)
 KV1616
 KV1616'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1616'MARK NOT FOUND.
 KV1616
 KV1616                          STATION RECOVERY (1995)
 KV1616
 KV1616'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1616'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV1616'SEARCH BY A TWO MAN PARTY.
 KV1616
 KV1616                          STATION RECOVERY (2003)
 KV1616
 KV1616'RECOVERY NOTE BY US POWER SQUADRON 2003 (DHS)
 KV1616'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2342 ***********************************************************************
 KV2342  DESIGNATION -  B 181
 KV2342  PID         -  KV2342
 KV2342  STATE/COUNTY-  PA/MONTGOMERY
 KV2342  USGS QUAD   -  SASSAMANSVILLE (1990)
 KV2342
 KV2342                         *CURRENT SURVEY CONTROL
 KV2342  ___________________________________________________________________
 KV2342* NAD 83(1986)-  40 19 13.     (N)    075 36 40.     (W)     SCALED    
 KV2342* NAVD 88     -       105.135  (meters)     344.93   (feet)  ADJUSTED  
 KV2342  ___________________________________________________________________
 KV2342  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 KV2342  DYNAMIC HT  -         105.081 (meters)     344.75  (feet)  COMP
 KV2342  MODELED GRAV-     980,114.2   (mgal)                       NAVD 88
 KV2342
 KV2342  VERT ORDER  -  SECOND    CLASS 0
 KV2342
 KV2342.The horizontal coordinates were scaled from a topographic map and have
 KV2342.an estimated accuracy of +/- 6 seconds.
 KV2342
 KV2342.The orthometric height was determined by differential leveling
 KV2342.and adjusted by the National Geodetic Survey in June 1991..
 KV2342
 KV2342.The geoid height was determined by GEOID03.
 KV2342
 KV2342.The dynamic height is computed by dividing the NAVD 88
 KV2342.geopotential number by the normal gravity value computed on the
 KV2342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2342.degrees latitude (g = 980.6199 gals.).
 KV2342
 KV2342.The modeled gravity was interpolated from observed gravity values.
 KV2342
 KV2342;                    North         East    Units  Estimated Accuracy
 KV2342;SPC PA S     -   111,790.      781,770.      MT  (+/- 180 meters Scaled)
 KV2342
 KV2342                          SUPERSEDED SURVEY CONTROL
 KV2342
 KV2342  NGVD 29 (??/??/??)  105.395  (m)          345.78   (f) ADJUSTED    2 0
 KV2342
 KV2342.Superseded values are not recommended for survey control.
 KV2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2342.See file dsdata.txt to determine how the superseded data were derived.
 KV2342
 KV2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK480634(NAD 83)
 KV2342_MARKER: DB = BENCH MARK DISK
 KV2342_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2342_SP_SET: WALL
 KV2342_STAMPING: B 181 1942
 KV2342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2342
 KV2342  HISTORY     - Date     Condition        Report By
 KV2342  HISTORY     - 1942     MONUMENTED       CGS
 KV2342  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV2342  HISTORY     - 20021106 MARK NOT FOUND   USPSQD
 KV2342  HISTORY     - 20041201 MARK NOT FOUND   USPSQD
 KV2342
 KV2342                          STATION DESCRIPTION
 KV2342
 KV2342'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2342'AT GILBERTSVILLE.
 KV2342'AT GILBERTSVILLE, 2.1 FEET NORTHEAST OF THE SOUTHWEST CORNER OF
 KV2342'THE GILBERTSVILLE FIRE STATION, 41.5 FEET EAST OF THE CENTER
 KV2342'LINE OF HIGHWAY NO. 73. A STANDARD DISK SET VERTICALLY IN THE
 KV2342'NORTHWEST BRICK WALL, 3.2 FEET ABOVE THE SIDEWALK.
 KV2342
 KV2342                          STATION RECOVERY (1990)
 KV2342
 KV2342'RECOVERY NOTE BY US POWER SQUADRON 1990 (JDC)
 KV2342'MARK NOT FOUND.
 KV2342
 KV2342                          STATION RECOVERY (2002)
 KV2342
 KV2342'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KV2342'THIS 1913 STRUCTURE IS NOW PART OF A TOWNSHIP BLDG.  THE SW CRN IS
 KV2342'ABOUT 127 FT SOUTH FROM HWY 73 CL (NOT 48.5 FT EAST.)
 KV2342
 KV2342                          STATION RECOVERY (2004)
 KV2342
 KV2342'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEQ)
 KV2342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2084 ***********************************************************************
 KV2084  DESIGNATION -  B 183
 KV2084  PID         -  KV2084
 KV2084  STATE/COUNTY-  PA/MONTGOMERY
 KV2084  USGS QUAD   -  PERKIOMENVILLE (1992)
 KV2084
 KV2084                         *CURRENT SURVEY CONTROL
 KV2084  ___________________________________________________________________
 KV2084* NAD 83(1986)-  40 18 41.     (N)    075 26 58.     (W)     SCALED    
 KV2084* NAVD 88     -       131.978  (meters)     433.00   (feet)  ADJUSTED  
 KV2084  ___________________________________________________________________
 KV2084  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 KV2084  DYNAMIC HT  -         131.911 (meters)     432.78  (feet)  COMP
 KV2084  MODELED GRAV-     980,112.8   (mgal)                       NAVD 88
 KV2084
 KV2084  VERT ORDER  -  SECOND    CLASS 0
 KV2084
 KV2084.The horizontal coordinates were scaled from a topographic map and have
 KV2084.an estimated accuracy of +/- 6 seconds.
 KV2084
 KV2084.The orthometric height was determined by differential leveling
 KV2084.and adjusted by the National Geodetic Survey in June 1991..
 KV2084
 KV2084.The geoid height was determined by GEOID03.
 KV2084
 KV2084.The dynamic height is computed by dividing the NAVD 88
 KV2084.geopotential number by the normal gravity value computed on the
 KV2084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2084.degrees latitude (g = 980.6199 gals.).
 KV2084
 KV2084.The modeled gravity was interpolated from observed gravity values.
 KV2084
 KV2084;                    North         East    Units  Estimated Accuracy
 KV2084;SPC PA S     -   111,150.      795,530.      MT  (+/- 180 meters Scaled)
 KV2084
 KV2084                          SUPERSEDED SURVEY CONTROL
 KV2084
 KV2084  NGVD 29 (??/??/??)  132.263  (m)          433.93   (f) ADJUSTED    2 0
 KV2084
 KV2084.Superseded values are not recommended for survey control.
 KV2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2084.See file dsdata.txt to determine how the superseded data were derived.
 KV2084
 KV2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK618624(NAD 83)
 KV2084_MARKER: DB = BENCH MARK DISK
 KV2084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2084_STAMPING: B 183 1942
 KV2084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2084+STABILITY: SURFACE MOTION
 KV2084
 KV2084  HISTORY     - Date     Condition        Report By
 KV2084  HISTORY     - 1942     MONUMENTED       CGS
 KV2084  HISTORY     - 20060307 MARK NOT FOUND   ACT
 KV2084
 KV2084                          STATION DESCRIPTION
 KV2084
 KV2084'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2084'AT WOXALL.
 KV2084'AT WOXALL, 67 FEET NORTH OF THE NORTHWEST CORNER OF THE WOXALL
 KV2084'POST OFFICE, 21 FEET WEST OF THE CENTER LINE OF THE ROAD, 20 FEET
 KV2084'EAST OF THE NORTHEAST CORNER OF A BARN, 1.5 FEET EAST OF A WHITE
 KV2084'POST STENCILED U.S.B.M., A STANDARD DISK SET IN A CONCRETE POST.
 KV2084
 KV2084                          STATION RECOVERY (2006)
 KV2084
 KV2084'RECOVERY NOTE BY ACT ENGINEERS INCORPORATED 2006 (PD)
 KV2084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2109 ***********************************************************************
 KV2109  DESIGNATION -  B 184 PADH
 KV2109  PID         -  KV2109
 KV2109  STATE/COUNTY-  PA/MONTGOMERY
 KV2109  USGS QUAD   -  COLLEGEVILLE (1992)
 KV2109
 KV2109                         *CURRENT SURVEY CONTROL
 KV2109  ___________________________________________________________________
 KV2109* NAD 83(1986)-  40 14 34.     (N)    075 26 16.     (W)     SCALED    
 KV2109* NAVD 88     -        59.406  (meters)     194.90   (feet)  ADJUSTED  
 KV2109  ___________________________________________________________________
 KV2109  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KV2109  DYNAMIC HT  -          59.376 (meters)     194.80  (feet)  COMP
 KV2109  MODELED GRAV-     980,124.9   (mgal)                       NAVD 88
 KV2109
 KV2109  VERT ORDER  -  SECOND    CLASS 0
 KV2109
 KV2109.The horizontal coordinates were scaled from a topographic map and have
 KV2109.an estimated accuracy of +/- 6 seconds.
 KV2109
 KV2109.The orthometric height was determined by differential leveling
 KV2109.and adjusted by the National Geodetic Survey in June 1991..
 KV2109
 KV2109.The geoid height was determined by GEOID03.
 KV2109
 KV2109.The dynamic height is computed by dividing the NAVD 88
 KV2109.geopotential number by the normal gravity value computed on the
 KV2109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2109.degrees latitude (g = 980.6199 gals.).
 KV2109
 KV2109.The modeled gravity was interpolated from observed gravity values.
 KV2109
 KV2109;                    North         East    Units  Estimated Accuracy
 KV2109;SPC PA S     -   103,560.      796,720.      MT  (+/- 180 meters Scaled)
 KV2109
 KV2109                          SUPERSEDED SURVEY CONTROL
 KV2109
 KV2109  NGVD 29 (??/??/??)   59.700  (m)          195.87   (f) ADJUSTED    2 0
 KV2109
 KV2109.Superseded values are not recommended for survey control.
 KV2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2109.See file dsdata.txt to determine how the superseded data were derived.
 KV2109
 KV2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK627547(NAD 83)
 KV2109_MARKER: DD = SURVEY DISK
 KV2109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2109_SP_SET: CULVERT
 KV2109_STAMPING: B 184 1942
 KV2109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2109
 KV2109  HISTORY     - Date     Condition        Report By
 KV2109  HISTORY     - 1942     MONUMENTED       PADH
 KV2109  HISTORY     - 1942     GOOD             CGS
 KV2109  HISTORY     - 1988     POOR             USPSQD
 KV2109
 KV2109                          STATION DESCRIPTION
 KV2109
 KV2109'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2109'1.8 MI SE FROM SCHWENKVILLE.
 KV2109'1.8 MILES SOUTHEAST ALONG HIGHWAY NO. 73 FROM THE FIRE DEPT.
 KV2109'STATION AT SCHWENKVILLE, 62 FEET EAST OF A CROSS ROAD ENTRANCE
 KV2109'TO EASTERN STATE PENITENTIARY, 15 FEET NORTH OF THE CENTER LINE
 KV2109'OF THE HIGHWAY, A PENNA. HIGHWAY DEPT. DISK SET IN THE TOP OF THE
 KV2109'NORTHEAST WING WALL OF A BOX CULVERT.
 KV2109
 KV2109                          STATION RECOVERY (1988)
 KV2109
 KV2109'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDC)
 KV2109'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1730 ***********************************************************************
 KV1730  DESIGNATION -  B 185
 KV1730  PID         -  KV1730
 KV1730  STATE/COUNTY-  PA/BUCKS
 KV1730  USGS QUAD   -  HELLERTOWN (1992)
 KV1730
 KV1730                         *CURRENT SURVEY CONTROL
 KV1730  ___________________________________________________________________
 KV1730* NAD 83(1986)-  40 32 51.     (N)    075 17 48.     (W)     SCALED    
 KV1730* NAVD 88     -       132.544  (meters)     434.85   (feet)  ADJUSTED  
 KV1730  ___________________________________________________________________
 KV1730  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 KV1730  DYNAMIC HT  -         132.479 (meters)     434.64  (feet)  COMP
 KV1730  MODELED GRAV-     980,134.2   (mgal)                       NAVD 88
 KV1730
 KV1730  VERT ORDER  -  SECOND    CLASS 0
 KV1730
 KV1730.The horizontal coordinates were scaled from a topographic map and have
 KV1730.an estimated accuracy of +/- 6 seconds.
 KV1730
 KV1730.The orthometric height was determined by differential leveling
 KV1730.and adjusted by the National Geodetic Survey in June 1991..
 KV1730
 KV1730.The geoid height was determined by GEOID03.
 KV1730
 KV1730.The dynamic height is computed by dividing the NAVD 88
 KV1730.geopotential number by the normal gravity value computed on the
 KV1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1730.degrees latitude (g = 980.6199 gals.).
 KV1730
 KV1730.The modeled gravity was interpolated from observed gravity values.
 KV1730
 KV1730;                    North         East    Units  Estimated Accuracy
 KV1730;SPC PA S     -   137,700.      807,780.      MT  (+/- 180 meters Scaled)
 KV1730
 KV1730                          SUPERSEDED SURVEY CONTROL
 KV1730
 KV1730  NGVD 29 (??/??/??)  132.778  (m)          435.62   (f) ADJUSTED    2 0
 KV1730
 KV1730.Superseded values are not recommended for survey control.
 KV1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1730.See file dsdata.txt to determine how the superseded data were derived.
 KV1730
 KV1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK748885(NAD 83)
 KV1730_MARKER: DB = BENCH MARK DISK
 KV1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1730_STAMPING: B 185 1942
 KV1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1730+STABILITY: SURFACE MOTION
 KV1730_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1730+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2003
 KV1730
 KV1730  HISTORY     - Date     Condition        Report By
 KV1730  HISTORY     - 1942     MONUMENTED       CGS
 KV1730  HISTORY     - 1963     GOOD             CGS
 KV1730  HISTORY     - 1984     GOOD             USPSQD
 KV1730  HISTORY     - 20030620 GOOD             INDIV
 KV1730
 KV1730                          STATION DESCRIPTION
 KV1730
 KV1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1730'0.9 MI SW FROM SPRINGTOWN.
 KV1730'0.9 MILE SOUTHWEST ALONG STATE HIGHWAY NO. 412 FROM THE POST
 KV1730'OFFICE AT SPRINGTOWN, AT THE Y INTERSECTION OF STATE HIGHWAYS
 KV1730'NO. 412 AND NO. 212, AT THE NORTH END OF A BILLBOARD, 72 FEET SOUTH
 KV1730'OF THE CENTER LINE OF HIGHWAY 412, 55.5 FEET NORTHWEST OF THE
 KV1730'CENTER LINE OF HIGHWAY 212, AND 1 FOOT EAST OF A STANDARD
 KV1730'REFERENCE POST.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 KV1730'POST.
 KV1730
 KV1730                          STATION RECOVERY (1963)
 KV1730
 KV1730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 KV1730'RECOVERED IN GOOD CONDITION.
 KV1730
 KV1730                          STATION RECOVERY (1984)
 KV1730
 KV1730'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV1730'RECOVERED IN GOOD CONDITION.
 KV1730
 KV1730                          STATION RECOVERY (2003)
 KV1730
 KV1730'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SJK)
 KV1730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2058 ***********************************************************************
 KV2058  DESIGNATION -  B 186 PADH
 KV2058  PID         -  KV2058
 KV2058  STATE/COUNTY-  PA/BUCKS
 KV2058  USGS QUAD   -  BEDMINSTER (1992)
 KV2058
 KV2058                         *CURRENT SURVEY CONTROL
 KV2058  ___________________________________________________________________
 KV2058* NAD 83(1986)-  40 26 49.     (N)    075 09 02.     (W)     SCALED    
 KV2058* NAVD 88     -        91.465  (meters)     300.08   (feet)  ADJUSTED  
 KV2058  ___________________________________________________________________
 KV2058  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KV2058  DYNAMIC HT  -          91.420 (meters)     299.93  (feet)  COMP
 KV2058  MODELED GRAV-     980,128.0   (mgal)                       NAVD 88
 KV2058
 KV2058  VERT ORDER  -  SECOND    CLASS 0
 KV2058
 KV2058.The horizontal coordinates were scaled from a topographic map and have
 KV2058.an estimated accuracy of +/- 6 seconds.
 KV2058
 KV2058.The orthometric height was determined by differential leveling
 KV2058.and adjusted by the National Geodetic Survey in June 1991..
 KV2058
 KV2058.The geoid height was determined by GEOID03.
 KV2058
 KV2058.The dynamic height is computed by dividing the NAVD 88
 KV2058.geopotential number by the normal gravity value computed on the
 KV2058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2058.degrees latitude (g = 980.6199 gals.).
 KV2058
 KV2058.The modeled gravity was interpolated from observed gravity values.
 KV2058
 KV2058;                    North         East    Units  Estimated Accuracy
 KV2058;SPC PA S     -   126,900.      820,480.      MT  (+/- 180 meters Scaled)
 KV2058
 KV2058                          SUPERSEDED SURVEY CONTROL
 KV2058
 KV2058  NGVD 29 (??/??/??)   91.722  (m)          300.92   (f) ADJUSTED    2 0
 KV2058
 KV2058.Superseded values are not recommended for survey control.
 KV2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2058.See file dsdata.txt to determine how the superseded data were derived.
 KV2058
 KV2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK872773(NAD 83)
 KV2058_MARKER: DD = SURVEY DISK
 KV2058_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2058_SP_SET: BRIDGE
 KV2058_STAMPING: B 186 1942
 KV2058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2058
 KV2058  HISTORY     - Date     Condition        Report By
 KV2058  HISTORY     - 1942     MONUMENTED       PADH
 KV2058  HISTORY     - 1942     GOOD             CGS
 KV2058  HISTORY     - 20010316 MARK NOT FOUND   STEWRT
 KV2058
 KV2058                          STATION DESCRIPTION
 KV2058
 KV2058'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2058'1.6 MI NW FROM PIPERSVILLE.
 KV2058'1.6 MILES NORTHWEST ALONG U.S. HIGHWAY NO. 611 FROM THE POST
 KV2058'OFFICE AT PIPERSVILLE, THENCE 203 FEET WEST ALONG STATE HIGHWAY
 KV2058'NO. 413, AT A CONCRETE BRIDGE.  A PENNSYLVANIA DEPARTMENT OF
 KV2058'HIGHWAYS BRONZE DISK, SET IN THE TOP OF THE SOUTHWEST WING
 KV2058'WALL, AND 15 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.
 KV2058
 KV2058                          STATION RECOVERY (2001)
 KV2058
 KV2058'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2001 (JMS)
 KV2058'THE BRIDGE IS NEWER THAN THE 1942 MONUMENTED DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2078 ***********************************************************************
 KV2078  DESIGNATION -  B 187 PADH
 KV2078  PID         -  KV2078
 KV2078  STATE/COUNTY-  PA/BUCKS
 KV2078  USGS QUAD   -  BEDMINSTER (1992)
 KV2078
 KV2078                         *CURRENT SURVEY CONTROL
 KV2078  ___________________________________________________________________
 KV2078* NAD 83(1986)-  40 28 13.     (N)    075 12 37.     (W)     SCALED    
 KV2078* NAVD 88     -       105.712  (meters)     346.82   (feet)  ADJUSTED  
 KV2078  ___________________________________________________________________
 KV2078  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 KV2078  DYNAMIC HT  -         105.659 (meters)     346.65  (feet)  COMP
 KV2078  MODELED GRAV-     980,122.6   (mgal)                       NAVD 88
 KV2078
 KV2078  VERT ORDER  -  SECOND    CLASS 0
 KV2078
 KV2078.The horizontal coordinates were scaled from a topographic map and have
 KV2078.an estimated accuracy of +/- 6 seconds.
 KV2078
 KV2078.The orthometric height was determined by differential leveling
 KV2078.and adjusted by the National Geodetic Survey in June 1991..
 KV2078
 KV2078.The geoid height was determined by GEOID03.
 KV2078
 KV2078.The dynamic height is computed by dividing the NAVD 88
 KV2078.geopotential number by the normal gravity value computed on the
 KV2078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2078.degrees latitude (g = 980.6199 gals.).
 KV2078
 KV2078.The modeled gravity was interpolated from observed gravity values.
 KV2078
 KV2078;                    North         East    Units  Estimated Accuracy
 KV2078;SPC PA S     -   129,340.      815,340.      MT  (+/- 180 meters Scaled)
 KV2078
 KV2078                          SUPERSEDED SURVEY CONTROL
 KV2078
 KV2078  NGVD 29 (??/??/??)  105.982  (m)          347.71   (f) ADJUSTED    2 0
 KV2078
 KV2078.Superseded values are not recommended for survey control.
 KV2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2078.See file dsdata.txt to determine how the superseded data were derived.
 KV2078
 KV2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK821799(NAD 83)
 KV2078_MARKER: DD = SURVEY DISK
 KV2078_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2078_SP_SET: BRIDGE
 KV2078_STAMPING: B 187 1942
 KV2078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2078
 KV2078  HISTORY     - Date     Condition        Report By
 KV2078  HISTORY     - 1942     MONUMENTED       PADH
 KV2078  HISTORY     - 1942     GOOD             CGS
 KV2078  HISTORY     - 1973     POOR             NGS
 KV2078  HISTORY     - 19950629 MARK NOT FOUND   USPSQD
 KV2078
 KV2078                          STATION DESCRIPTION
 KV2078
 KV2078'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2078'0.6 MI NE FROM KELLERS CHURCH POST OFFICE.
 KV2078'0.6 MILE NORTHEAST ALONG STATE HIGHWAY NO. 563 FROM KELLERS
 KV2078'CHURCH POST OFFICE, AT A CONCRETE BRIDGE NO. 10-08.15 OVER
 KV2078'TOHICKON CREEK, A P.D.H. BRONZE DISK, SET IN THE TOP OF THE
 KV2078'NORTH WING WALL, AND 17.0 FEET NORTHWEST OF THE CENTER LINE OF
 KV2078'THE HIGHWAY.  NOTE-- THIS BENCH MARK IS WITHIN THE LIMITS
 KV2078'OF THE PROPOSED NOCKAMIXON RESERVOIR.  MARK WILL BE UNDER WATER
 KV2078'BY NOV 1973.
 KV2078
 KV2078                          STATION RECOVERY (1973)
 KV2078
 KV2078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KV2078'MARK RECOVERED IN POOR CONDITION.
 KV2078
 KV2078                          STATION RECOVERY (1995)
 KV2078
 KV2078'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV2078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2154 ***********************************************************************
 KV2154  DESIGNATION -  B 188
 KV2154  PID         -  KV2154
 KV2154  STATE/COUNTY-  PA/BUCKS
 KV2154  USGS QUAD   -  AMBLER (1983)
 KV2154
 KV2154                         *CURRENT SURVEY CONTROL
 KV2154  ___________________________________________________________________
 KV2154* NAD 83(1992)-  40 14 19.63643(N)    075 09 14.62624(W)     ADJUSTED  
 KV2154* NAVD 88     -        87.453  (meters)     286.92   (feet)  ADJUSTED  
 KV2154  ___________________________________________________________________
 KV2154  X           -   1,249,246.494 (meters)                     COMP
 KV2154  Y           -  -4,712,905.210 (meters)                     COMP
 KV2154  Z           -   4,098,295.800 (meters)                     COMP
 KV2154  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 KV2154  ELLIP HEIGHT-          53.70  (meters)          (06/21/02) GPS OBS
 KV2154  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KV2154  DYNAMIC HT  -          87.410 (meters)     286.78  (feet)  COMP
 KV2154  MODELED GRAV-     980,136.0   (mgal)                       NAVD 88
 KV2154
 KV2154  HORZ ORDER  -  THIRD
 KV2154  VERT ORDER  -  SECOND    CLASS 0
 KV2154  ELLP ORDER  -  FOURTH    CLASS I
 KV2154
 KV2154.The horizontal coordinates were established by GPS observations
 KV2154.and adjusted by the National Geodetic Survey in June 2002..
 KV2154
 KV2154.The orthometric height was determined by differential leveling
 KV2154.and adjusted by the National Geodetic Survey in June 1991..
 KV2154
 KV2154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV2154
 KV2154.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV2154
 KV2154.The ellipsoidal height was determined by GPS observations
 KV2154.and is referenced to NAD 83.
 KV2154
 KV2154.The geoid height was determined by GEOID03.
 KV2154
 KV2154.The dynamic height is computed by dividing the NAVD 88
 KV2154.geopotential number by the normal gravity value computed on the
 KV2154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2154.degrees latitude (g = 980.6199 gals.).
 KV2154
 KV2154.The modeled gravity was interpolated from observed gravity values.
 KV2154
 KV2154;                    North         East     Units Scale Factor Converg.
 KV2154;SPC PA S     -   103,783.185   820,863.736   MT  0.99996630   +1 41 03.2
 KV2154;SPC PA S     -   340,495.33  2,693,117.11   sFT  0.99996630   +1 41 03.2
 KV2154;UTM  18      - 4,454,272.269   486,895.162   MT  0.99960211   -0 05 58.3
 KV2154
 KV2154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV2154!SPC PA S     -   0.99999158  x   0.99996630  =   0.99995788
 KV2154!UTM  18      -   0.99999158  x   0.99960211  =   0.99959369
 KV2154
 KV2154                          SUPERSEDED SURVEY CONTROL
 KV2154
 KV2154  NAD 83(1996)-  40 14 19.63537(N)    075 09 14.62481(W) AD(       ) 3
 KV2154  NAD 83(1991)-  40 14 19.63318(N)    075 09 14.63304(W) AD(       ) 3
 KV2154  ELLIP H (01/27/92)   53.85   (m)                       GP(       ) 4 1
 KV2154  NAD 83(1986)-  40 14 19.63473(N)    075 09 14.63609(W) AD(       ) 3
 KV2154  NGVD 29 (??/??/??)   87.733  (m)          287.84   (f) ADJUSTED    2 0
 KV2154
 KV2154.Superseded values are not recommended for survey control.
 KV2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2154.See file dsdata.txt to determine how the superseded data were derived.
 KV2154
 KV2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8689554272(NAD 83)
 KV2154_MARKER: DB = BENCH MARK DISK
 KV2154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2154_SP_SET: CONCRETE POST
 KV2154_STAMPING: B 188 1942
 KV2154_MARK LOGO: CGS   
 KV2154_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV2154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2154+STABILITY: SURFACE MOTION
 KV2154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2154+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2004
 KV2154
 KV2154  HISTORY     - Date     Condition        Report By
 KV2154  HISTORY     - 1942     MONUMENTED       CGS
 KV2154  HISTORY     - 19881109 GOOD             NGS
 KV2154  HISTORY     - 19890112 GOOD
 KV2154  HISTORY     - 20000817 GOOD             TWT
 KV2154  HISTORY     - 20020815 GOOD             AASCO
 KV2154  HISTORY     - 20040112 GOOD             PADT
 KV2154
 KV2154                          STATION DESCRIPTION
 KV2154
 KV2154'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2154'1.2 MI NW FROM NESHAMINY.
 KV2154'1.2 MILES NORTHWEST ALONG A BLACK TOP ROAD NO. 040 FROM THE
 KV2154'POST OFFICE AT NESHAMINY, UNDER A HIGH VOLTAGE POWER LINE
 KV2154'TOWER, 6.5 FEET NORTHEAST OF THE BASE OF THE SOUTHWEST CORNER OF
 KV2154'THE TOWER, 73 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 KV2154'AND 1 FOOT SOUTHWEST OF A STANDARD REFERENCE POST.  A STANDARD
 KV2154'DISK, SET IN THE TOP OF A CONCRETE POST.
 KV2154
 KV2154                          STATION RECOVERY (1988)
 KV2154
 KV2154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KV2154'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 KV2154'FOLLOWS.
 KV2154'THE STATION IS LOCATED ABOUT 2.0 KM (1.25 MI) WEST OF PALOMINO FARMS,
 KV2154'1.6 KM (1.00 MI) NORTHWEST OF NESHAMINY, IN A BRUSHY CLEARING BELOW A
 KV2154'HIGH TENSION POWER LINE.
 KV2154'OWNERSHIP--PENNSYLVANIA WATER AND POWER COMPANY.
 KV2154'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 611 AND STATE
 KV2154'ROAD 3001 IN NESHAMINY, GO NORTHWEST FOR 1.7 KM (1.05 MI) ON STATE
 KV2154'ROAD 3001 TO A GRAVEL CROSSROAD WITH LOCKED CHAIN GATES JUST AFTER
 KV2154'CROSSING UNDER THE HIGH TENSION POWER LINES.  TURN RIGHT AND GO
 KV2154'NORTHEAST FOR 0.1 KM (0.05 MI) ON THE GRAVEL ROAD PASSING THROUGH THE
 KV2154'GATE TO THE STATION ON THE RIGHT.
 KV2154'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 KV2154'MONUMENT 15 CM ON A SIDE PROJECTING 10 CM ABOVE GROUND.  LOCATED 25.2
 KV2154'M (82.7 FT) SOUTHEAST FROM THE CENTER OF THE GRAVEL ROAD, 24.1 M
 KV2154'(79.1 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A METAL BASE PLATE
 KV2154'FOR THE NORTH ONE OF TWO METAL POWER POLES, 22.4 M (73.5 FT) NORTHEAST
 KV2154'FROM THE CENTER OF STATE ROAD 3001, 22.2 M (72.8 FT) WEST-SOUTHWEST
 KV2154'FROM THE NORTHWEST CORNER OF A METAL BASE PLATE FOR THE SOUTH ONE OF
 KV2154'TWO METAL POWER POLES NUMBER 9-1 220-58, 0.5 M (1.6 FT) SOUTH FROM THE
 KV2154'SOUTHERNMOST OVERHEAD POWER LINE, AND 0.3 M (1.0 FT) NORTHWEST FROM A
 KV2154'FIBERGLASS WITNESS POST.
 KV2154'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 KV2154
 KV2154                          STATION RECOVERY (1989)
 KV2154
 KV2154'RECOVERED 1989
 KV2154'RECOVERED IN GOOD CONDITION.
 KV2154
 KV2154                          STATION RECOVERY (2000)
 KV2154
 KV2154'RECOVERY NOTE BY TWT CONS ENG 2000 (DRF)
 KV2154'RECOVERED IN GOOD CONDITION.
 KV2154
 KV2154                          STATION RECOVERY (2002)
 KV2154
 KV2154'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2002 (CAS)
 KV2154'RECOVERED IN GOOD CONDITION.
 KV2154
 KV2154                          STATION RECOVERY (2004)
 KV2154
 KV2154'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (RBA)
 KV2154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1043 ***********************************************************************
 KV1043  DESIGNATION -  B 189
 KV1043  PID         -  KV1043
 KV1043  STATE/COUNTY-  PA/BUCKS
 KV1043  USGS QUAD   -  LAMBERTVILLE (1995)
 KV1043
 KV1043                         *CURRENT SURVEY CONTROL
 KV1043  ___________________________________________________________________
 KV1043* NAD 83(1986)-  40 16 52.     (N)    074 54 54.     (W)     SCALED    
 KV1043* NAVD 88     -        69.265  (meters)     227.25   (feet)  ADJUSTED  
 KV1043  ___________________________________________________________________
 KV1043  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 KV1043  DYNAMIC HT  -          69.231 (meters)     227.14  (feet)  COMP
 KV1043  MODELED GRAV-     980,144.2   (mgal)                       NAVD 88
 KV1043
 KV1043  VERT ORDER  -  SECOND    CLASS 0
 KV1043
 KV1043.The horizontal coordinates were scaled from a topographic map and have
 KV1043.an estimated accuracy of +/- 6 seconds.
 KV1043
 KV1043.The orthometric height was determined by differential leveling
 KV1043.and adjusted by the National Geodetic Survey in June 1991..
 KV1043
 KV1043.The geoid height was determined by GEOID03.
 KV1043
 KV1043.The dynamic height is computed by dividing the NAVD 88
 KV1043.geopotential number by the normal gravity value computed on the
 KV1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1043.degrees latitude (g = 980.6199 gals.).
 KV1043
 KV1043.The modeled gravity was interpolated from observed gravity values.
 KV1043
 KV1043;                    North         East    Units  Estimated Accuracy
 KV1043;SPC PA S     -   109,110.      841,050.      MT  (+/- 180 meters Scaled)
 KV1043
 KV1043                          SUPERSEDED SURVEY CONTROL
 KV1043
 KV1043  NGVD 29 (??/??/??)   69.555  (m)          228.20   (f) ADJUSTED    2 0
 KV1043
 KV1043.Superseded values are not recommended for survey control.
 KV1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1043.See file dsdata.txt to determine how the superseded data were derived.
 KV1043
 KV1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK072589(NAD 83)
 KV1043_MARKER: DB = BENCH MARK DISK
 KV1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1043_STAMPING: B 189 1942
 KV1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1043+STABILITY: SURFACE MOTION
 KV1043_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1043+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2003
 KV1043
 KV1043  HISTORY     - Date     Condition        Report By
 KV1043  HISTORY     - 1942     MONUMENTED       CGS
 KV1043  HISTORY     - 1942     GOOD             LOCENG
 KV1043  HISTORY     - 1975     GOOD             BAKER
 KV1043  HISTORY     - 20030620 GOOD             INDIV
 KV1043
 KV1043                          STATION DESCRIPTION
 KV1043
 KV1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1043'2.9 MI W FROM WASHINGTON CROSSING.
 KV1043'0.9 MILE SOUTHWEST ALONG STATE HIGHWAY NO. 632 FROM THE POST
 KV1043'OFFICE AT WASHINGTON CROSSING, THENCE 2.0 MILES WEST ALONG A
 KV1043'GRAVEL ROAD NO. 052, AT AN INTERSECTION OF A NORTH-SOUTH BLACK
 KV1043'TOP ROAD AND THE GRAVEL ROAD NO. 052 LEADING EAST AND A BLACK
 KV1043'TOP ROAD NO. 052 LEADING WEST, AT A ROCK HOME OF J.P. SCHAICK,
 KV1043'47.5 FEET EAST OF THE NORTHEAST CORNER, 44 FEET WEST OF THE
 KV1043'CENTER LINE OF THE NORTH-SOUTH ROAD, 36 FEET SOUTH OF THE CENTER
 KV1043'LINE OF THE EAST-WEST ROAD, AND IN THE CENTER OF A CIRCULAR
 KV1043'FLOWER BED.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 KV1043'STAMPED B 189 1942.
 KV1043
 KV1043                          STATION RECOVERY (1942)
 KV1043
 KV1043'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1942
 KV1043'RECOVERED IN GOOD CONDITION.
 KV1043
 KV1043                          STATION RECOVERY (1975)
 KV1043
 KV1043'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975
 KV1043'RECOVERED IN GOOD CONDITION.
 KV1043
 KV1043                          STATION RECOVERY (2003)
 KV1043
 KV1043'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SJK)
 KV1043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1272 ***********************************************************************
 LZ1272  DESIGNATION -  B 19
 LZ1272  PID         -  LZ1272
 LZ1272  STATE/COUNTY-  PA/CLINTON
 LZ1272  USGS QUAD   -  KEATING (1983)
 LZ1272
 LZ1272                         *CURRENT SURVEY CONTROL
 LZ1272  ___________________________________________________________________
 LZ1272* NAD 83(1986)-  41 16 54.     (N)    077 57 32.     (W)     SCALED    
 LZ1272* NAVD 88     -       228.265  (meters)     748.90   (feet)  ADJUSTED  
 LZ1272  ___________________________________________________________________
 LZ1272  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 LZ1272  DYNAMIC HT  -         228.161 (meters)     748.56  (feet)  COMP
 LZ1272  MODELED GRAV-     980,161.6   (mgal)                       NAVD 88
 LZ1272
 LZ1272  VERT ORDER  -  SECOND    CLASS 0
 LZ1272
 LZ1272.The horizontal coordinates were scaled from a topographic map and have
 LZ1272.an estimated accuracy of +/- 6 seconds.
 LZ1272
 LZ1272.The orthometric height was determined by differential leveling
 LZ1272.and adjusted by the National Geodetic Survey in June 1991..
 LZ1272
 LZ1272.The geoid height was determined by GEOID03.
 LZ1272
 LZ1272.The dynamic height is computed by dividing the NAVD 88
 LZ1272.geopotential number by the normal gravity value computed on the
 LZ1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1272.degrees latitude (g = 980.6199 gals.).
 LZ1272
 LZ1272.The modeled gravity was interpolated from observed gravity values.
 LZ1272
 LZ1272;                    North         East    Units  Estimated Accuracy
 LZ1272;SPC PA N     -   123,850.      582,500.      MT  (+/- 180 meters Scaled)
 LZ1272
 LZ1272                          SUPERSEDED SURVEY CONTROL
 LZ1272
 LZ1272  NGVD 29 (??/??/92)  228.440  (m)          749.47   (f) ADJ UNCH    2 0
 LZ1272
 LZ1272.Superseded values are not recommended for survey control.
 LZ1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1272.See file dsdata.txt to determine how the superseded data were derived.
 LZ1272
 LZ1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL522742(NAD 83)
 LZ1272_MARKER: DB = BENCH MARK DISK
 LZ1272_SETTING: 66 = SET IN ROCK OUTCROP
 LZ1272_SP_SET: ROCK LEDGE
 LZ1272_STAMPING: B 19 1934
 LZ1272_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ1272+STABILITY: POSITION/ELEVATION WELL
 LZ1272
 LZ1272  HISTORY     - Date     Condition        Report By
 LZ1272  HISTORY     - 1934     MONUMENTED       CGS
 LZ1272
 LZ1272                          STATION DESCRIPTION
 LZ1272
 LZ1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1272'4.1 MI W FROM KEATING.
 LZ1272'ABOUT 4.1 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM
 LZ1272'KEATING, CLINTON COUNTY, ABOUT 1,600 FEET EAST OF MILEPOST
 LZ1272'109-179, 10 FEET SOUTH OF THE CENTER LINE OF THE EAST-BOUND
 LZ1272'TRACK, IN A ROCK LEDGE, AND ABOUT 3-1/2 FEET HIGHER THAN THE
 LZ1272'RAIL.  A STANDARD DISK, STAMPED B 19 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2725 ***********************************************************************
 KV2725  DESIGNATION -  B 190
 KV2725  PID         -  KV2725
 KV2725  STATE/COUNTY-  PA/LEHIGH
 KV2725  USGS QUAD   -  NEW TRIPOLI (1994)
 KV2725
 KV2725                         *CURRENT SURVEY CONTROL
 KV2725  ___________________________________________________________________
 KV2725* NAD 83(1986)-  40 39 47.     (N)    075 50 13.     (W)     SCALED    
 KV2725* NAVD 88     -       135.970  (meters)     446.09   (feet)  ADJUSTED  
 KV2725  ___________________________________________________________________
 KV2725  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KV2725  DYNAMIC HT  -         135.904 (meters)     445.88  (feet)  COMP
 KV2725  MODELED GRAV-     980,135.1   (mgal)                       NAVD 88
 KV2725
 KV2725  VERT ORDER  -  SECOND    CLASS 0
 KV2725
 KV2725.The horizontal coordinates were scaled from a topographic map and have
 KV2725.an estimated accuracy of +/- 6 seconds.
 KV2725
 KV2725.The orthometric height was determined by differential leveling
 KV2725.and adjusted by the National Geodetic Survey in June 1991..
 KV2725
 KV2725.The geoid height was determined by GEOID03.
 KV2725
 KV2725.The dynamic height is computed by dividing the NAVD 88
 KV2725.geopotential number by the normal gravity value computed on the
 KV2725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2725.degrees latitude (g = 980.6199 gals.).
 KV2725
 KV2725.The modeled gravity was interpolated from observed gravity values.
 KV2725
 KV2725;                    North         East    Units  Estimated Accuracy
 KV2725;SPC PA S     -   149,400.      761,750.      MT  (+/- 180 meters Scaled)
 KV2725
 KV2725                          SUPERSEDED SURVEY CONTROL
 KV2725
 KV2725  NGVD 29 (??/??/??)  136.170  (m)          446.75   (f) ADJUSTED    2 0
 KV2725
 KV2725.Superseded values are not recommended for survey control.
 KV2725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2725.See file dsdata.txt to determine how the superseded data were derived.
 KV2725
 KV2725_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL292016(NAD 83)
 KV2725_MARKER: DB = BENCH MARK DISK
 KV2725_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2725_SP_SET: ABUTMENT
 KV2725_STAMPING: B 190 1942
 KV2725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2725
 KV2725  HISTORY     - Date     Condition        Report By
 KV2725  HISTORY     - 1942     MONUMENTED       CGS
 KV2725
 KV2725                          STATION DESCRIPTION
 KV2725
 KV2725'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2725'1.9 MI SW FROM LYNNPORT.
 KV2725'1.9 MILES SOUTHWEST ALONG THE READING RAILROAD FROM THE STATION
 KV2725'AT LYNNPORT, 7 RAILS SOUTHWEST OF A PUBLIC ROAD CROSSING, ABOUT
 KV2725'175 FEET SOUTHEAST OF STATE HIGHWAY NO. 143, SET IN THE SOUTHEAST
 KV2725'CORNER OF THE NORTHEAST ABUTMENT OF BRIDGE NO. 29-59, 8.7 FEET
 KV2725'SOUTHEAST OF THE SOUTHEAST RAIL OF TRACK.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2743 ***********************************************************************
 KV2743  DESIGNATION -  B 192
 KV2743  PID         -  KV2743
 KV2743  STATE/COUNTY-  PA/SCHUYLKILL
 KV2743  USGS QUAD   -  NEW RINGGOLD (1997)
 KV2743
 KV2743                         *CURRENT SURVEY CONTROL
 KV2743  ___________________________________________________________________
 KV2743* NAD 83(1986)-  40 40 39.     (N)    075 57 55.     (W)     SCALED    
 KV2743* NAVD 88     -       196.332  (meters)     644.13   (feet)  ADJUSTED  
 KV2743  ___________________________________________________________________
 KV2743  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KV2743  DYNAMIC HT  -         196.235 (meters)     643.81  (feet)  COMP
 KV2743  MODELED GRAV-     980,127.1   (mgal)                       NAVD 88
 KV2743
 KV2743  VERT ORDER  -  SECOND    CLASS 0
 KV2743
 KV2743.The horizontal coordinates were scaled from a topographic map and have
 KV2743.an estimated accuracy of +/- 6 seconds.
 KV2743
 KV2743.The orthometric height was determined by differential leveling
 KV2743.and adjusted by the National Geodetic Survey in June 1991..
 KV2743
 KV2743.The geoid height was determined by GEOID03.
 KV2743
 KV2743.The dynamic height is computed by dividing the NAVD 88
 KV2743.geopotential number by the normal gravity value computed on the
 KV2743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2743.degrees latitude (g = 980.6199 gals.).
 KV2743
 KV2743.The modeled gravity was interpolated from observed gravity values.
 KV2743
 KV2743;                    North         East    Units  Estimated Accuracy
 KV2743;SPC PA S     -   150,780.      750,870.      MT  (+/- 180 meters Scaled)
 KV2743
 KV2743                          SUPERSEDED SURVEY CONTROL
 KV2743
 KV2743  NGVD 29 (??/??/??)  196.529  (m)          644.78   (f) ADJUSTED    2 0
 KV2743
 KV2743.Superseded values are not recommended for survey control.
 KV2743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2743.See file dsdata.txt to determine how the superseded data were derived.
 KV2743
 KV2743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL184034(NAD 83)
 KV2743_MARKER: DB = BENCH MARK DISK
 KV2743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2743_STAMPING: B 192 1942
 KV2743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2743+STABILITY: SURFACE MOTION
 KV2743
 KV2743  HISTORY     - Date     Condition        Report By
 KV2743  HISTORY     - 1942     MONUMENTED       CGS
 KV2743  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV2743
 KV2743                          STATION DESCRIPTION
 KV2743
 KV2743'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2743'1.9 MI NE FROM RAUSCHS.
 KV2743'1.9 MILES NORTHEAST ALONG THE LEHIGH VALLEY RAILROAD FROM THE
 KV2743'OVERHEAD BRIDGE AT RAUSCHS, SET IN THE SOUTHWEST QUARTER OF THE
 KV2743'ROAD CROSSING AT RENE MONT, 18.5 FEET SOUTH OF THE SOUTH RAIL OF
 KV2743'THE TRACK, 33 FEET EAST OF THE CENTER-LINE OF THE ROAD, 10.3
 KV2743'FEET SOUTHEAST OF THE RENE MONT SIGN POST, 0.5 FOOT NORTH OF A
 KV2743'WHITE MARKER POST.  A STANDARD DISK SET IN TOP OF A CONCRETE POST.
 KV2743
 KV2743                          STATION RECOVERY (1990)
 KV2743
 KV2743'RECOVERY NOTE BY US POWER SQUADRON 1990 (MWD)
 KV2743'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1951 ***********************************************************************
 JV1951  DESIGNATION -  B 193 PADH
 JV1951  PID         -  JV1951
 JV1951  STATE/COUNTY-  PA/ADAMS
 JV1951  USGS QUAD   -  EMMITSBURG (1985)
 JV1951
 JV1951                         *CURRENT SURVEY CONTROL
 JV1951  ___________________________________________________________________
 JV1951* NAD 83(1986)-  39 43 52.     (N)    077 21 58.     (W)     SCALED    
 JV1951* NAVD 88     -       144.522  (meters)     474.15   (feet)  ADJUSTED  
 JV1951  ___________________________________________________________________
 JV1951  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 JV1951  DYNAMIC HT  -         144.443 (meters)     473.89  (feet)  COMP
 JV1951  MODELED GRAV-     980,078.4   (mgal)                       NAVD 88
 JV1951
 JV1951  VERT ORDER  -  SECOND    CLASS 0
 JV1951
 JV1951.The horizontal coordinates were scaled from a topographic map and have
 JV1951.an estimated accuracy of +/- 6 seconds.
 JV1951
 JV1951.The orthometric height was determined by differential leveling
 JV1951.and adjusted by the National Geodetic Survey in June 1991..
 JV1951
 JV1951.The geoid height was determined by GEOID03.
 JV1951
 JV1951.The dynamic height is computed by dividing the NAVD 88
 JV1951.geopotential number by the normal gravity value computed on the
 JV1951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1951.degrees latitude (g = 980.6199 gals.).
 JV1951
 JV1951.The modeled gravity was interpolated from observed gravity values.
 JV1951
 JV1951;                    North         East    Units  Estimated Accuracy
 JV1951;SPC PA S     -    44,240.      632,910.      MT  (+/- 180 meters Scaled)
 JV1951
 JV1951                          SUPERSEDED SURVEY CONTROL
 JV1951
 JV1951  NGVD 29 (??/??/??)  144.708  (m)          474.76   (f) ADJUSTED    2 0
 JV1951
 JV1951.Superseded values are not recommended for survey control.
 JV1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1951.See file dsdata.txt to determine how the superseded data were derived.
 JV1951
 JV1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK972005(NAD 83)
 JV1951_MARKER: DD = SURVEY DISK
 JV1951_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1951_SP_SET: BRIDGE
 JV1951_STAMPING: B 193 1942
 JV1951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1951
 JV1951  HISTORY     - Date     Condition        Report By
 JV1951  HISTORY     - 1942     MONUMENTED       PADH
 JV1951  HISTORY     - 1942     GOOD             CGS
 JV1951
 JV1951                          STATION DESCRIPTION
 JV1951
 JV1951'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1951'2.9 MI NW FROM EMMITSBURG.
 JV1951'IN ADAMS COUNTY, PENNSYLVANIA, 2.9 MILES NORTHWEST OF THE POST
 JV1951'OFFICE AT EMMITSBURG, FREDERICK COUNTY, MARYLAND, ON STATE
 JV1951'HIGHWAY 116, 73.4 FEET EAST OF A 40-INCH SYCAMORE TREE, AT A
 JV1951'BRIDGE OVER TOMS CREEK, IN THE TOP OF THE SOUTHWEST WING WALL,
 JV1951'AND 13.2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A
 JV1951'PENNSYLVANIA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED
 JV1951'B 193 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1919 ***********************************************************************
 JV1919  DESIGNATION -  B 194
 JV1919  PID         -  JV1919
 JV1919  STATE/COUNTY-  PA/ADAMS
 JV1919  USGS QUAD   -  MC SHERRYSTOWN (1990)
 JV1919
 JV1919                         *CURRENT SURVEY CONTROL
 JV1919  ___________________________________________________________________
 JV1919* NAD 83(1986)-  39 45 11.     (N)    077 03 18.     (W)     SCALED    
 JV1919* NAVD 88     -       188.581  (meters)     618.70   (feet)  ADJUSTED  
 JV1919  ___________________________________________________________________
 JV1919  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JV1919  DYNAMIC HT  -         188.481 (meters)     618.37  (feet)  COMP
 JV1919  MODELED GRAV-     980,088.4   (mgal)                       NAVD 88
 JV1919
 JV1919  VERT ORDER  -  SECOND    CLASS 0
 JV1919
 JV1919.The horizontal coordinates were scaled from a topographic map and have
 JV1919.an estimated accuracy of +/- 6 seconds.
 JV1919
 JV1919.The orthometric height was determined by differential leveling
 JV1919.and adjusted by the National Geodetic Survey in June 1991..
 JV1919
 JV1919.The geoid height was determined by GEOID03.
 JV1919
 JV1919.The dynamic height is computed by dividing the NAVD 88
 JV1919.geopotential number by the normal gravity value computed on the
 JV1919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1919.degrees latitude (g = 980.6199 gals.).
 JV1919
 JV1919.The modeled gravity was interpolated from observed gravity values.
 JV1919
 JV1919;                    North         East    Units  Estimated Accuracy
 JV1919;SPC PA S     -    46,840.      659,560.      MT  (+/- 180 meters Scaled)
 JV1919
 JV1919                          SUPERSEDED SURVEY CONTROL
 JV1919
 JV1919  NGVD 29 (??/??/??)  188.782  (m)          619.36   (f) ADJUSTED    2 0
 JV1919
 JV1919.Superseded values are not recommended for survey control.
 JV1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1919.See file dsdata.txt to determine how the superseded data were derived.
 JV1919
 JV1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK239023(NAD 83)
 JV1919_MARKER: DB = BENCH MARK DISK
 JV1919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1919_STAMPING: B 194 1942
 JV1919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1919+STABILITY: SURFACE MOTION
 JV1919
 JV1919  HISTORY     - Date     Condition        Report By
 JV1919  HISTORY     - 1942     MONUMENTED       CGS
 JV1919
 JV1919                          STATION DESCRIPTION
 JV1919
 JV1919'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1919'2 MI NE FROM LITTLESTOWN.
 JV1919'2.0 MILES NORTHEAST ALONG STATE HIGHWAY 194 FROM THE POST OFFICE
 JV1919'AT LITTLESTOWN, ADAMS COUNTY, 88.1 FEET NORTHWEST OF THE
 JV1919'NORTHWEST CORNER OF A TWO-STORY BRICK HOUSE, AT THE JUNCTION OF
 JV1919'A DIRT ROAD LEADING SOUTH, 35.4 FEET SOUTH OF THE CENTER LINE
 JV1919'OF THE HIGHWAY, 32.5 FEET WEST OF THE CENTER LINE OF THE DIRT
 JV1919'ROAD, 1 FOOT EAST OF A NORTH-AND-SOUTH FENCE, AND NEAR A WHITE
 JV1919'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED B 194 1942 AND
 JV1919'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1071 ***********************************************************************
 KX1071  DESIGNATION -  B 195
 KX1071  PID         -  KX1071
 KX1071  STATE/COUNTY-  PA/WESTMORELAND
 KX1071  USGS QUAD   -  DERRY (1977)
 KX1071
 KX1071                         *CURRENT SURVEY CONTROL
 KX1071  ___________________________________________________________________
 KX1071* NAD 83(1986)-  40 17 08.     (N)    079 19 17.     (W)     SCALED    
 KX1071* NAVD 88     -       341.356  (meters)    1119.93   (feet)  ADJUSTED  
 KX1071  ___________________________________________________________________
 KX1071  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KX1071  DYNAMIC HT  -         341.172 (meters)    1119.33  (feet)  COMP
 KX1071  MODELED GRAV-     980,078.8   (mgal)                       NAVD 88
 KX1071
 KX1071  VERT ORDER  -  SECOND    CLASS 0
 KX1071
 KX1071.The horizontal coordinates were scaled from a topographic map and have
 KX1071.an estimated accuracy of +/- 6 seconds.
 KX1071
 KX1071.The orthometric height was determined by differential leveling
 KX1071.and adjusted by the National Geodetic Survey in June 1991..
 KX1071
 KX1071.The geoid height was determined by GEOID03.
 KX1071
 KX1071.The dynamic height is computed by dividing the NAVD 88
 KX1071.geopotential number by the normal gravity value computed on the
 KX1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1071.degrees latitude (g = 980.6199 gals.).
 KX1071
 KX1071.The modeled gravity was interpolated from observed gravity values.
 KX1071
 KX1071;                    North         East    Units  Estimated Accuracy
 KX1071;SPC PA S     -   106,920.      466,390.      MT  (+/- 180 meters Scaled)
 KX1071
 KX1071                          SUPERSEDED SURVEY CONTROL
 KX1071
 KX1071  NGVD 29 (??/??/92)  341.538  (m)         1120.53   (f) ADJ UNCH    2 0
 KX1071
 KX1071.Superseded values are not recommended for survey control.
 KX1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1071.See file dsdata.txt to determine how the superseded data were derived.
 KX1071
 KX1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE426608(NAD 83)
 KX1071_MARKER: DB = BENCH MARK DISK
 KX1071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1071_SP_SET: CULVERT
 KX1071_STAMPING: B 195 1943
 KX1071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1071
 KX1071  HISTORY     - Date     Condition        Report By
 KX1071  HISTORY     - 1943     MONUMENTED       CGS
 KX1071  HISTORY     - 1954     GOOD             NGS
 KX1071
 KX1071                          STATION DESCRIPTION
 KX1071
 KX1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KX1071'4.6 MI SE FROM LATROBE.
 KX1071'1.8 MILES SOUTH ALONG STATE HIGHWAY 982 FROM THE HIGH SCHOOL
 KX1071'AT LATROBE, THENCE ABOUT 2.8 MILES EAST ALONG U.S. HIGHWAY 30,
 KX1071'ABOUT 0.25 MILE NORTHWEST OF SLEEPY HOLLOW RESTAURANT, 56 YARDS
 KX1071'NORTHWEST OF JUNCTION OF A DIRT ROAD LEADING SOUTHWEST AND
 KX1071'UPHILL INTO ST. CLAIR HOLLOW, IN THE TOP OF THE SOUTHEAST END
 KX1071'OF THE SOUTHWEST CONCRETE HEAD WALL OF A 15-INCH PIPE CULVERT
 KX1071'UNDER HIGHWAY AND ABOUT 1/3 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1108 ***********************************************************************
 KX1108  DESIGNATION -  B 196
 KX1108  PID         -  KX1108
 KX1108  STATE/COUNTY-  PA/WESTMORELAND
 KX1108  USGS QUAD   -  DONEGAL (1993)
 KX1108
 KX1108                         *CURRENT SURVEY CONTROL
 KX1108  ___________________________________________________________________
 KX1108* NAD 83(1986)-  40 06 46.     (N)    079 22 59.     (W)     SCALED    
 KX1108* NAVD 88     -       552.763  (meters)    1813.52   (feet)  ADJUSTED  
 KX1108  ___________________________________________________________________
 KX1108  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KX1108  DYNAMIC HT  -         552.444 (meters)    1812.48  (feet)  COMP
 KX1108  MODELED GRAV-     980,031.0   (mgal)                       NAVD 88
 KX1108
 KX1108  VERT ORDER  -  SECOND    CLASS 0
 KX1108
 KX1108.The horizontal coordinates were scaled from a topographic map and have
 KX1108.an estimated accuracy of +/- 6 seconds.
 KX1108
 KX1108.The orthometric height was determined by differential leveling
 KX1108.and adjusted by the National Geodetic Survey in June 1991..
 KX1108
 KX1108.The geoid height was determined by GEOID03.
 KX1108
 KX1108.The dynamic height is computed by dividing the NAVD 88
 KX1108.geopotential number by the normal gravity value computed on the
 KX1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1108.degrees latitude (g = 980.6199 gals.).
 KX1108
 KX1108.The modeled gravity was interpolated from observed gravity values.
 KX1108
 KX1108;                    North         East    Units  Estimated Accuracy
 KX1108;SPC PA S     -    87,830.      460,790.      MT  (+/- 180 meters Scaled)
 KX1108
 KX1108                          SUPERSEDED SURVEY CONTROL
 KX1108
 KX1108  NGVD 29 (??/??/92)  552.934  (m)         1814.08   (f) ADJ UNCH    2 0
 KX1108
 KX1108.Superseded values are not recommended for survey control.
 KX1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1108.See file dsdata.txt to determine how the superseded data were derived.
 KX1108
 KX1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE377415(NAD 83)
 KX1108_MARKER: DB = BENCH MARK DISK
 KX1108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1108_SP_SET: CULVERT
 KX1108_STAMPING: B 196 1943
 KX1108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1108
 KX1108  HISTORY     - Date     Condition        Report By
 KX1108  HISTORY     - 1943     MONUMENTED       CGS
 KX1108  HISTORY     - 1954     GOOD             NGS
 KX1108
 KX1108                          STATION DESCRIPTION
 KX1108
 KX1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KX1108'0.6 MI N FROM DONEGAL.
 KX1108'0.6 MILE NORTH ALONG STATE HIGHWAY 711 FROM THE JUNCTION OF
 KX1108'STATE HIGHWAY 31 AT DONEGAL, ABOUT 47 YARDS NORTH OF CENTER OF
 KX1108'JUNCTION OF STATE HIGHWAY 711 AND A BLACK TOP ROAD LEADING WEST
 KX1108'AND UPHILL TO MT. PLEASANT, IN THE TOP OF THE NORTHWEST END OF
 KX1108'ANGLE SHAPED CONCRETE HEAD WALL OF A 15-INCH PIPE CULVERT UNDER
 KX1108'HIGHWAY, 20 1/2 FEET WEST OF CENTER LINE OF HIGHWAY AND ABOUT 1
 KX1108'FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0610 ***********************************************************************
 JW0610  DESIGNATION -  B 197
 JW0610  PID         -  JW0610
 JW0610  STATE/COUNTY-  PA/FAYETTE
 JW0610  USGS QUAD   -  MILL RUN (1980)
 JW0610
 JW0610                         *CURRENT SURVEY CONTROL
 JW0610  ___________________________________________________________________
 JW0610* NAD 83(1986)-  39 52 42.     (N)    079 28 05.     (W)     SCALED    
 JW0610* NAVD 88     -       503.315  (meters)    1651.29   (feet)  ADJUSTED  
 JW0610  ___________________________________________________________________
 JW0610  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 JW0610  DYNAMIC HT  -         503.019 (meters)    1650.32  (feet)  COMP
 JW0610  MODELED GRAV-     980,020.7   (mgal)                       NAVD 88
 JW0610
 JW0610  VERT ORDER  -  SECOND    CLASS 0
 JW0610
 JW0610.The horizontal coordinates were scaled from a topographic map and have
 JW0610.an estimated accuracy of +/- 6 seconds.
 JW0610
 JW0610.The orthometric height was determined by differential leveling
 JW0610.and adjusted by the National Geodetic Survey in June 1991..
 JW0610
 JW0610.The geoid height was determined by GEOID03.
 JW0610
 JW0610.The dynamic height is computed by dividing the NAVD 88
 JW0610.geopotential number by the normal gravity value computed on the
 JW0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0610.degrees latitude (g = 980.6199 gals.).
 JW0610
 JW0610.The modeled gravity was interpolated from observed gravity values.
 JW0610
 JW0610;                    North         East    Units  Estimated Accuracy
 JW0610;SPC PA S     -    61,940.      453,040.      MT  (+/- 180 meters Scaled)
 JW0610
 JW0610                          SUPERSEDED SURVEY CONTROL
 JW0610
 JW0610  NGVD 29 (??/??/92)  503.471  (m)         1651.80   (f) ADJ UNCH    2 0
 JW0610
 JW0610.Superseded values are not recommended for survey control.
 JW0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0610.See file dsdata.txt to determine how the superseded data were derived.
 JW0610
 JW0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE310153(NAD 83)
 JW0610_MARKER: DB = BENCH MARK DISK
 JW0610_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0610_SP_SET: CULVERT
 JW0610_STAMPING: B 197 1943
 JW0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW0610+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2006
 JW0610
 JW0610  HISTORY     - Date     Condition        Report By
 JW0610  HISTORY     - 1943     MONUMENTED       CGS
 JW0610  HISTORY     - 1954     GOOD             NGS
 JW0610  HISTORY     - 20060528 GOOD             GEOCAC
 JW0610
 JW0610                          STATION DESCRIPTION
 JW0610
 JW0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JW0610'1.6 MI NE FROM OHIOPYLE.
 JW0610'ABOUT 1.6 MILES NORTHEAST ALONG STATE HIGHWAY 381 FROM THE
 JW0610'CROSSING OF THE BALTIMORE AND OHIO RAILROAD AT OHIOPYLE, ABOUT
 JW0610'0.3 MILE SOUTHWEST OF THE JUNCTION OF A BLACK TOP ROAD LEADING
 JW0610'SOUTHEAST AND DOWNHILL TO URSINA, ACROSS THE HIGHWAY FROM A POINT
 JW0610'BETWEEN TELEPHONE POLES NO. 1/310 AND 1/311, IN THE TOP OF THE
 JW0610'WEST END OF THE SOUTH STONE MASONRY WALL OF DROP INLET OF A
 JW0610'20-INCH PIPE CULVERT UNDER HIGHWAY, 15 FEET NORTH OF CENTER LINE
 JW0610'OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
 JW0610
 JW0610                          STATION RECOVERY (2006)
 JW0610
 JW0610'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 JW0610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0341 ***********************************************************************
 MB0341  DESIGNATION -  B 198
 MB0341  PID         -  MB0341
 MB0341  STATE/COUNTY-  PA/LAWRENCE
 MB0341  USGS QUAD   -  EDINBURG (1990)
 MB0341
 MB0341                         *CURRENT SURVEY CONTROL
 MB0341  ___________________________________________________________________
 MB0341* NAD 83(1986)-  41 01 23.     (N)    080 27 17.     (W)     SCALED    
 MB0341* NAVD 88     -       243.730  (meters)     799.64   (feet)  ADJUSTED  
 MB0341  ___________________________________________________________________
 MB0341  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 MB0341  DYNAMIC HT  -         243.615 (meters)     799.26  (feet)  COMP
 MB0341  MODELED GRAV-     980,148.1   (mgal)                       NAVD 88
 MB0341
 MB0341  VERT ORDER  -  FIRST     CLASS II
 MB0341
 MB0341.The horizontal coordinates were scaled from a topographic map and have
 MB0341.an estimated accuracy of +/- 6 seconds.
 MB0341
 MB0341.The orthometric height was determined by differential leveling
 MB0341.and adjusted by the National Geodetic Survey in June 1991..
 MB0341
 MB0341.The geoid height was determined by GEOID03.
 MB0341
 MB0341.The dynamic height is computed by dividing the NAVD 88
 MB0341.geopotential number by the normal gravity value computed on the
 MB0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0341.degrees latitude (g = 980.6199 gals.).
 MB0341
 MB0341.The modeled gravity was interpolated from observed gravity values.
 MB0341
 MB0341;                    North         East    Units  Estimated Accuracy
 MB0341;SPC PA S     -   191,110.      372,550.      MT  (+/- 180 meters Scaled)
 MB0341
 MB0341                          SUPERSEDED SURVEY CONTROL
 MB0341
 MB0341  NGVD 29 (??/??/92)  243.892  (m)          800.17   (f) ADJ UNCH    1 2
 MB0341
 MB0341.Superseded values are not recommended for survey control.
 MB0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0341.See file dsdata.txt to determine how the superseded data were derived.
 MB0341
 MB0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF458414(NAD 83)
 MB0341_MARKER: DB = BENCH MARK DISK
 MB0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0341_STAMPING: B 198 1950
 MB0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0341+STABILITY: SURFACE MOTION
 MB0341
 MB0341  HISTORY     - Date     Condition        Report By
 MB0341  HISTORY     - 1950     MONUMENTED       CGS
 MB0341  HISTORY     - 1967     MARK NOT FOUND   NGS
 MB0341
 MB0341                          STATION DESCRIPTION
 MB0341
 MB0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0341'0.8 MI NW FROM EDINBURG.
 MB0341'ABOUT 0.8 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MB0341'FROM THE U.S. HIGHWAY 224 BRIDGE OVER THE MAHONING RIVER, AT A
 MB0341'SMALL ROAD CROSSING, AT MILE-POST 63-26.  IT IS 27 FEET NORTHEAST
 MB0341'OF THE NORTHEAST RAIL, 15 FEET NORTHWEST OF THE CENTERLINE OF
 MB0341'THE ROAD, 24 FEET NORTHEAST OF MILE-POST 63-26, 2 FEET NORTHWEST
 MB0341'OF A WHITE WITNESS POST AND ABOUT LEVEL WITH THE TRACK.  A
 MB0341'STANDARD DISK SET IN THE TOP OF CONCRETE POST PROJECTING 3 INCHES.
 MB0341
 MB0341                          STATION RECOVERY (1967)
 MB0341
 MB0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MB0341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0073 ***********************************************************************
 KY0073  DESIGNATION -  B 199
 KY0073  PID         -  KY0073
 KY0073  STATE/COUNTY-  PA/BEAVER
 KY0073  USGS QUAD   -  BEAVER FALLS (1990)
 KY0073
 KY0073                         *CURRENT SURVEY CONTROL
 KY0073  ___________________________________________________________________
 KY0073* NAD 83(1996)-  40 49 06.92383(N)    080 20 16.77586(W)     ADJUSTED  
 KY0073* NAVD 88     -       297.299  (meters)     975.39   (feet)  ADJUSTED  
 KY0073  ___________________________________________________________________
 KY0073  X           -     811,314.980 (meters)                     COMP
 KY0073  Y           -  -4,765,412.781 (meters)                     COMP
 KY0073  Z           -   4,147,369.875 (meters)                     COMP
 KY0073  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 KY0073  ELLIP HEIGHT-         263.03  (meters)          (10/05/01) GPS OBS
 KY0073  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KY0073  DYNAMIC HT  -         297.149 (meters)     974.90  (feet)  COMP
 KY0073  MODELED GRAV-     980,113.1   (mgal)                       NAVD 88
 KY0073
 KY0073  HORZ ORDER  -  FIRST
 KY0073  VERT ORDER  -  FIRST     CLASS I
 KY0073  ELLP ORDER  -  FOURTH    CLASS I
 KY0073
 KY0073.The horizontal coordinates were established by GPS observations
 KY0073.and adjusted by the National Geodetic Survey in October 2000..
 KY0073
 KY0073.The orthometric height was determined by differential leveling
 KY0073.and adjusted by the National Geodetic Survey in June 1991..
 KY0073.WARNING-Repeat measurements at this control monument indicate possible
 KY0073.vertical movement.
 KY0073
 KY0073.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY0073
 KY0073.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY0073
 KY0073.The ellipsoidal height was determined by GPS observations
 KY0073.and is referenced to NAD 83.
 KY0073
 KY0073.The geoid height was determined by GEOID03.
 KY0073
 KY0073.The dynamic height is computed by dividing the NAVD 88
 KY0073.geopotential number by the normal gravity value computed on the
 KY0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0073.degrees latitude (g = 980.6199 gals.).
 KY0073
 KY0073.The modeled gravity was interpolated from observed gravity values.
 KY0073
 KY0073;                    North         East     Units Scale Factor Converg.
 KY0073;SPC PA S     -   168,117.440   381,698.397   MT  0.99998007   -1 40 44.7
 KY0073;SPC PA S     -   551,565.30  1,252,288.82   sFT  0.99998007   -1 40 44.7
 KY0073;UTM  17      - 4,518,829.973   555,828.333   MT  0.99963836   +0 25 57.9
 KY0073
 KY0073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY0073!SPC PA S     -   0.99995874  x   0.99998007  =   0.99993881
 KY0073!UTM  17      -   0.99995874  x   0.99963836  =   0.99959712
 KY0073
 KY0073                          SUPERSEDED SURVEY CONTROL
 KY0073
 KY0073  ELLIP H (10/26/00)  263.01   (m)                       GP(       ) 3 1
 KY0073  NAVD 88 (10/26/00)  297.30   (m)          975.4    (f) LEVELING    3  
 KY0073  NGVD 29 (06/03/92)  297.422  (m)          975.79   (f) ADJUSTED    1 1
 KY0073
 KY0073.Superseded values are not recommended for survey control.
 KY0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0073.See file dsdata.txt to determine how the superseded data were derived.
 KY0073
 KY0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF5582818830(NAD 83)
 KY0073_MARKER: DB = BENCH MARK DISK
 KY0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0073_SP_SET: SET IN A CONCRETE MONUMENT
 KY0073_STAMPING: B 199 1950
 KY0073_MARK LOGO: CGS   
 KY0073_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0073+STABILITY: SURFACE MOTION
 KY0073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY0073+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1999
 KY0073
 KY0073  HISTORY     - Date     Condition        Report By
 KY0073  HISTORY     - 1950     MONUMENTED       CGS
 KY0073  HISTORY     - 1966     GOOD             NGS
 KY0073  HISTORY     - 1984     GOOD             NGS
 KY0073  HISTORY     - 19990320 GOOD             NEILAN
 KY0073
 KY0073                          STATION DESCRIPTION
 KY0073
 KY0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY0073'0.6 MI W FROM HOMEWOOD.
 KY0073'ABOUT 0.6 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY0073'OVERPASS AT HOMEWOOD, ABOUT 0.6 MILE EAST OF MILEPOST P 36,
 KY0073'NEAR A NARROW BLACK TOPPED ROAD CROSSING, 18.5 FEET NORTH OF
 KY0073'THE NORTHERNMOST RAIL, 16 FEET NORTHEAST OF THE CENTER LINE
 KY0073'OF THE ROAD, 2 1/2 FEET SOUTHWEST OF THE FIRST TELEPHONE POLE
 KY0073'EAST OF THE CROSSING, 2 1/2 FEET WEST OF A METAL WITNESS POST,
 KY0073'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP
 KY0073'OF A CONCRETE POST.  THE MARK IS COVERED BY ABOUT 1 1/2 FEET
 KY0073'OF OLD HIGHWAY SURFACE WHICH HAS BEEN DUMPED IN THIS AREA.
 KY0073
 KY0073                          STATION RECOVERY (1984)
 KY0073
 KY0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KY0073'RECOVERED IN GOOD CONDITION.
 KY0073
 KY0073                          STATION RECOVERY (1999)
 KY0073
 KY0073'RECOVERY NOTE BY THE NEILAN ENGINEERS INCORPORATED 1999 (TEK)
 KY0073'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2244 ***********************************************************************
 KV2244  DESIGNATION -  B 2
 KV2244  PID         -  KV2244
 KV2244  STATE/COUNTY-  PA/BERKS
 KV2244  USGS QUAD   -  BIRDSBORO (1983)
 KV2244
 KV2244                         *CURRENT SURVEY CONTROL
 KV2244  ___________________________________________________________________
 KV2244* NAD 83(1986)-  40 15 39.     (N)    075 46 07.     (W)     SCALED    
 KV2244* NAVD 88     -        48.926  (meters)     160.52   (feet)  ADJUSTED  
 KV2244  ___________________________________________________________________
 KV2244  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 KV2244  DYNAMIC HT  -          48.901 (meters)     160.44  (feet)  COMP
 KV2244  MODELED GRAV-     980,114.1   (mgal)                       NAVD 88
 KV2244
 KV2244  VERT ORDER  -  FIRST     CLASS I
 KV2244
 KV2244.The horizontal coordinates were scaled from a topographic map and have
 KV2244.an estimated accuracy of +/- 6 seconds.
 KV2244
 KV2244.The orthometric height was determined by differential leveling
 KV2244.and adjusted by the National Geodetic Survey in June 1991..
 KV2244
 KV2244.The geoid height was determined by GEOID03.
 KV2244
 KV2244.The dynamic height is computed by dividing the NAVD 88
 KV2244.geopotential number by the normal gravity value computed on the
 KV2244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2244.degrees latitude (g = 980.6199 gals.).
 KV2244
 KV2244.The modeled gravity was interpolated from observed gravity values.
 KV2244
 KV2244;                    North         East    Units  Estimated Accuracy
 KV2244;SPC PA S     -   104,880.      768,530.      MT  (+/- 180 meters Scaled)
 KV2244
 KV2244                          SUPERSEDED SURVEY CONTROL
 KV2244
 KV2244  NGVD 29 (??/??/??)   49.192  (m)          161.39   (f) ADJUSTED    1 1
 KV2244
 KV2244.Superseded values are not recommended for survey control.
 KV2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2244.See file dsdata.txt to determine how the superseded data were derived.
 KV2244
 KV2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK346569(NAD 83)
 KV2244_MARKER: DB = BENCH MARK DISK
 KV2244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2244_STAMPING: B 2 1929 161.414
 KV2244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2244+STABILITY: SURFACE MOTION
 KV2244
 KV2244  HISTORY     - Date     Condition        Report By
 KV2244  HISTORY     - 1929     MONUMENTED       CGS
 KV2244  HISTORY     - 1966     GOOD             CGS
 KV2244  HISTORY     - 1986     GOOD             LOCSUR
 KV2244  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 KV2244  HISTORY     - 20030313 MARK NOT FOUND   USPSQD
 KV2244
 KV2244                          STATION DESCRIPTION
 KV2244
 KV2244'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2244'2.4 MI E FROM BIRDSBORO.
 KV2244'ABOUT 2.35 MILES EAST ALONG THE READING COMPANY RAILROAD FROM THE
 KV2244'STATION AT BIRDSBORO, OR ABOUT 2.55 MILES WEST ALONG THE READING
 KV2244'COMPANY RAILROAD FROM THE STATION AT DOUGLASSVILLE, 223 WEST OF THE
 KV2244'MONOCACY STATION SIGN AT THE COMMUNITY OF MONOCACY, 10 RAILS
 KV2244'WEST OF A CROSSING OF THE RAILROAD AND A ROAD, 58 FEET NORTH AND
 KV2244'ACROSS A SIDETRACK FROM THE 3RD POLE EAST OF FRACTIONAL MILEPOST
 KV2244'47/10, 9 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH SET OF MAIN
 KV2244'LINE TRACKS, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND
 KV2244'SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE GROUND.
 KV2244
 KV2244                          STATION RECOVERY (1986)
 KV2244
 KV2244'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (JEB)
 KV2244'RECOVERED IN GOOD CONDITION.
 KV2244
 KV2244                          STATION RECOVERY (1991)
 KV2244
 KV2244'RECOVERY NOTE BY US POWER SQUADRON 1991 (HG)
 KV2244'MARK NOT FOUND.
 KV2244
 KV2244                          STATION RECOVERY (2003)
 KV2244
 KV2244'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEQ)
 KV2244'NO STATION.  AREA COVERED WITH GRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1295 ***********************************************************************
 LZ1295  DESIGNATION -  B 20
 LZ1295  PID         -  LZ1295
 LZ1295  STATE/COUNTY-  PA/CLINTON
 LZ1295  USGS QUAD   -  SNOW SHOE NW (1988)
 LZ1295
 LZ1295                         *CURRENT SURVEY CONTROL
 LZ1295  ___________________________________________________________________
 LZ1295* NAD 83(1986)-  41 12 38.     (N)    077 56 30.     (W)     SCALED    
 LZ1295* NAVD 88     -       224.552  (meters)     736.72   (feet)  ADJUSTED  
 LZ1295  ___________________________________________________________________
 LZ1295  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 LZ1295  DYNAMIC HT  -         224.437 (meters)     736.34  (feet)  COMP
 LZ1295  MODELED GRAV-     980,111.9   (mgal)                       NAVD 88
 LZ1295
 LZ1295  VERT ORDER  -  SECOND    CLASS 0
 LZ1295
 LZ1295.The horizontal coordinates were scaled from a topographic map and have
 LZ1295.an estimated accuracy of +/- 6 seconds.
 LZ1295
 LZ1295.The orthometric height was determined by differential leveling
 LZ1295.and adjusted by the National Geodetic Survey in June 1991..
 LZ1295
 LZ1295.The geoid height was determined by GEOID03.
 LZ1295
 LZ1295.The dynamic height is computed by dividing the NAVD 88
 LZ1295.geopotential number by the normal gravity value computed on the
 LZ1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1295.degrees latitude (g = 980.6199 gals.).
 LZ1295
 LZ1295.The modeled gravity was interpolated from observed gravity values.
 LZ1295
 LZ1295;                    North         East    Units  Estimated Accuracy
 LZ1295;SPC PA N     -   115,950.      583,930.      MT  (+/- 180 meters Scaled)
 LZ1295
 LZ1295                          SUPERSEDED SURVEY CONTROL
 LZ1295
 LZ1295  NGVD 29 (??/??/92)  224.718  (m)          737.26   (f) ADJ UNCH    2 0
 LZ1295
 LZ1295.Superseded values are not recommended for survey control.
 LZ1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1295.See file dsdata.txt to determine how the superseded data were derived.
 LZ1295
 LZ1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL533663(NAD 83)
 LZ1295_MARKER: DB = BENCH MARK DISK
 LZ1295_SETTING: 66 = SET IN ROCK OUTCROP
 LZ1295_SP_SET: ROCK LEDGE
 LZ1295_STAMPING: B 20 1934
 LZ1295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ1295+STABILITY: POSITION/ELEVATION WELL
 LZ1295
 LZ1295  HISTORY     - Date     Condition        Report By
 LZ1295  HISTORY     - 1934     MONUMENTED       CGS
 LZ1295  HISTORY     - 1959     MARK NOT FOUND   USGS
 LZ1295
 LZ1295                          STATION DESCRIPTION
 LZ1295
 LZ1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1295'4.7 MI W FROM KEATING.
 LZ1295'ABOUT 4.7 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LZ1295'KEATING, CLINTON COUNTY, AT MILEAGE C 48.3, ABOUT 1,600 FEET
 LZ1295'EAST OF MILEPOST C 48, AT A 25-FOOT ROCK CUT, 20 FEET NORTH OF
 LZ1295'THE CENTER LINE OF THE MAIN TRACK, 10 FEET NORTH OF THE CENTER
 LZ1295'LINE OF A SIDETRACK, ABOUT 50 FEET EAST OF A POLE, IN THE TOP OF
 LZ1295'A ROCK LEDGE, ABOUT 1 FOOT ABOVE GROUND, AND 6 INCHES LOWER THAN
 LZ1295'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED B 20 1934.
 LZ1295
 LZ1295                          STATION RECOVERY (1959)
 LZ1295
 LZ1295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LZ1295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0173 ***********************************************************************
 KY0173  DESIGNATION -  B 200
 KY0173  PID         -  KY0173
 KY0173  STATE/COUNTY-  PA/LAWRENCE
 KY0173  USGS QUAD   -  BEAVER FALLS (1990)
 KY0173
 KY0173                         *CURRENT SURVEY CONTROL
 KY0173  ___________________________________________________________________
 KY0173* NAD 83(1986)-  40 52 06.     (N)    080 18 56.     (W)     SCALED    
 KY0173* NAVD 88     -       266.092  (meters)     873.00   (feet)  ADJUSTED  
 KY0173  ___________________________________________________________________
 KY0173  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KY0173  DYNAMIC HT  -         265.959 (meters)     872.57  (feet)  COMP
 KY0173  MODELED GRAV-     980,115.5   (mgal)                       NAVD 88
 KY0173
 KY0173  VERT ORDER  -  FIRST     CLASS II
 KY0173
 KY0173.The horizontal coordinates were scaled from a topographic map and have
 KY0173.an estimated accuracy of +/- 6 seconds.
 KY0173
 KY0173.The orthometric height was determined by differential leveling
 KY0173.and adjusted by the National Geodetic Survey in June 1991..
 KY0173
 KY0173.The geoid height was determined by GEOID03.
 KY0173
 KY0173.The dynamic height is computed by dividing the NAVD 88
 KY0173.geopotential number by the normal gravity value computed on the
 KY0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0173.degrees latitude (g = 980.6199 gals.).
 KY0173
 KY0173.The modeled gravity was interpolated from observed gravity values.
 KY0173
 KY0173;                    North         East    Units  Estimated Accuracy
 KY0173;SPC PA S     -   173,580.      383,750.      MT  (+/- 180 meters Scaled)
 KY0173
 KY0173                          SUPERSEDED SURVEY CONTROL
 KY0173
 KY0173  NGVD 29 (??/??/92)  266.225  (m)          873.44   (f) ADJ UNCH    1 2
 KY0173
 KY0173.Superseded values are not recommended for survey control.
 KY0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0173.See file dsdata.txt to determine how the superseded data were derived.
 KY0173
 KY0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF576243(NAD 83)
 KY0173_MARKER: DB = BENCH MARK DISK
 KY0173_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 KY0173_SP_SET: UNSPECIFIED ROCK
 KY0173_STAMPING: B 200 1950
 KY0173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0173
 KY0173  HISTORY     - Date     Condition        Report By
 KY0173  HISTORY     - 1950     MONUMENTED       CGS
 KY0173
 KY0173                          STATION DESCRIPTION
 KY0173
 KY0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KY0173'1.9 MI NW FROM ELLWOOD CITY.
 KY0173'ABOUT 1.9 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY0173'FROM THE STATION AT ELLWOOD CITY, NORTHEAST AND ACROSS THE TRACKS
 KY0173'FROM MILE-POST 46-34.  IT IS IN THE WEST FACE OF A HUGE ROCK,
 KY0173'8 FEET EAST OF THE EAST RAIL, 235 FEET SOUTH OF SIGNAL 46-46 AND
 KY0173'IS ABOUT 1.5 FEET ABOVE THE LEVEL OF THE TRACK.  A STANDARD DISK
 KY0173'SET VERTICALLY.  NOTE-- THIS MARK CAN ALSO BE REACHED BY GOING
 KY0173'ABOUT 1.4 MILES SOUTH FROM THE STATE HIGHWAY 288 OVERPASS AT
 KY0173'CHEWTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0142 ***********************************************************************
 KY0142  DESIGNATION -  B 201
 KY0142  PID         -  KY0142
 KY0142  STATE/COUNTY-  PA/BEAVER
 KY0142  USGS QUAD   -  ZELIENOPLE (1990)
 KY0142
 KY0142                         *CURRENT SURVEY CONTROL
 KY0142  ___________________________________________________________________
 KY0142* NAD 83(1986)-  40 48 26.     (N)    080 11 56.     (W)     SCALED    
 KY0142* NAVD 88     -       271.491  (meters)     890.72   (feet)  ADJUSTED  
 KY0142  ___________________________________________________________________
 KY0142  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 KY0142  DYNAMIC HT  -         271.353 (meters)     890.26  (feet)  COMP
 KY0142  MODELED GRAV-     980,110.5   (mgal)                       NAVD 88
 KY0142
 KY0142  VERT ORDER  -  SECOND    CLASS 0
 KY0142
 KY0142.The horizontal coordinates were scaled from a topographic map and have
 KY0142.an estimated accuracy of +/- 6 seconds.
 KY0142
 KY0142.The orthometric height was determined by differential leveling
 KY0142.and adjusted by the National Geodetic Survey in June 1991..
 KY0142
 KY0142.The geoid height was determined by GEOID03.
 KY0142
 KY0142.The dynamic height is computed by dividing the NAVD 88
 KY0142.geopotential number by the normal gravity value computed on the
 KY0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0142.degrees latitude (g = 980.6199 gals.).
 KY0142
 KY0142.The modeled gravity was interpolated from observed gravity values.
 KY0142
 KY0142;                    North         East    Units  Estimated Accuracy
 KY0142;SPC PA S     -   166,520.      393,390.      MT  (+/- 180 meters Scaled)
 KY0142
 KY0142                          SUPERSEDED SURVEY CONTROL
 KY0142
 KY0142  NGVD 29 (??/??/92)  271.638  (m)          891.20   (f) ADJ UNCH    2 0
 KY0142
 KY0142.Superseded values are not recommended for survey control.
 KY0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0142.See file dsdata.txt to determine how the superseded data were derived.
 KY0142
 KY0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF675176(NAD 83)
 KY0142_MARKER: DB = BENCH MARK DISK
 KY0142_SETTING: 66 = SET IN ROCK OUTCROP
 KY0142_SP_SET: ROCK OUTCROP
 KY0142_STAMPING: B 201 1954
 KY0142_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY0142+STABILITY: POSITION/ELEVATION WELL
 KY0142
 KY0142  HISTORY     - Date     Condition        Report By
 KY0142  HISTORY     - 1954     MONUMENTED       CGS
 KY0142
 KY0142                          STATION DESCRIPTION
 KY0142
 KY0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KY0142'3.7 MI NW FROM ZELIENOPLE.
 KY0142'ABOUT 3.7 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY0142'FROM THE FREIGHT STATION AT ZELIENOPLE, AT FOMBELL, 155 FEET
 KY0142'SOUTHEAST OF CENTER OF CROSSING OF A ROAD AND NORTHEAST TRACK,
 KY0142'12 FEET NORTHEAST OF NORTHEAST RAIL OF NORTHEAST TRACK, 117 FEET
 KY0142'SOUTHEAST OF SEMAPHORE NO. 377, 32 FEET SOUTHWEST OF CENTER
 KY0142'LINE OF A ROAD PARALLEL TO TRACK, 12 FEET WEST OF TELEPHONE
 KY0142'POLE NO. 37/26, IN THE TOP OF A PROMINENT ROCK OUTCROP ABOUT
 KY0142'6 1/2 BY 8-FEET, 1 3/4 FEET ABOVE AND 1 1/2 FEET SOUTHEAST OF A
 KY0142'12-INCH TRIANGLE CHISELED IN FACE OF OUTCROP AND ABOUT 4 FEET
 KY0142'ABOVE LEVEL OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0132 ***********************************************************************
 KY0132  DESIGNATION -  B 202
 KY0132  PID         -  KY0132
 KY0132  STATE/COUNTY-  PA/BUTLER
 KY0132  USGS QUAD   -  EVANS CITY (1977)
 KY0132
 KY0132                         *CURRENT SURVEY CONTROL
 KY0132  ___________________________________________________________________
 KY0132* NAD 83(1986)-  40 48 01.     (N)    080 06 35.     (W)     SCALED    
 KY0132* NAVD 88     -       279.232  (meters)     916.11   (feet)  ADJUSTED  
 KY0132  ___________________________________________________________________
 KY0132  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KY0132  DYNAMIC HT  -         279.091 (meters)     915.65  (feet)  COMP
 KY0132  MODELED GRAV-     980,113.3   (mgal)                       NAVD 88
 KY0132
 KY0132  VERT ORDER  -  FIRST     CLASS II
 KY0132
 KY0132.The horizontal coordinates were scaled from a topographic map and have
 KY0132.an estimated accuracy of +/- 6 seconds.
 KY0132
 KY0132.The orthometric height was determined by differential leveling
 KY0132.and adjusted by the National Geodetic Survey in June 1991..
 KY0132
 KY0132.The geoid height was determined by GEOID03.
 KY0132
 KY0132.The dynamic height is computed by dividing the NAVD 88
 KY0132.geopotential number by the normal gravity value computed on the
 KY0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0132.degrees latitude (g = 980.6199 gals.).
 KY0132
 KY0132.The modeled gravity was interpolated from observed gravity values.
 KY0132
 KY0132;                    North         East    Units  Estimated Accuracy
 KY0132;SPC PA S     -   165,550.      400,890.      MT  (+/- 180 meters Scaled)
 KY0132
 KY0132                          SUPERSEDED SURVEY CONTROL
 KY0132
 KY0132  NGVD 29 (06/03/92)  279.366  (m)          916.55   (f) ADJUSTED    1 2
 KY0132
 KY0132.Superseded values are not recommended for survey control.
 KY0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0132.See file dsdata.txt to determine how the superseded data were derived.
 KY0132
 KY0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF751169(NAD 83)
 KY0132_MARKER: DB = BENCH MARK DISK
 KY0132_SETTING: 66 = SET IN ROCK OUTCROP
 KY0132_SP_SET: ROCK LEDGE
 KY0132_STAMPING: B 202 1954
 KY0132_MARK LOGO: CGS   
 KY0132_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY0132+STABILITY: POSITION/ELEVATION WELL
 KY0132
 KY0132  HISTORY     - Date     Condition        Report By
 KY0132  HISTORY     - 1954     MONUMENTED       CGS
 KY0132  HISTORY     - 1983     GOOD             NGS
 KY0132
 KY0132                          STATION DESCRIPTION
 KY0132
 KY0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KY0132'1 MI NW FROM EIDENAU.
 KY0132'ABOUT 1.0 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY0132'FROM RAILROAD CONTROL TOWER MU AT EIDENAU, ABOUT 0.9 MILE EAST OF
 KY0132'THE CROSSING OF SPRING STREET AT HARMONY, ABOUT 0.35 MILE NORTHWEST
 KY0132'OF A ROAD CROSSING, IN THE TOP OF AN OUTCROPPING LEDGE OF A ROCK
 KY0132'CUT, 11 1/2 FEET SOUTHWEST OF SOUTHWEST RAIL OF SOUTHWEST TRACK,
 KY0132'97 FEET SOUTH AND ACROSS TRACK FROM TELEPHONE POLE NO. 31/29,
 KY0132'60 FEET WEST OF AND ACROSS TRACK FROM TELEPHONE POLE NO. 31/28,
 KY0132'9 1/2 FEET SOUTHEAST OF A 12-INCH TRIANGLE CHISELED IN LEDGE,
 KY0132'169 FEET NORTHWEST OF SOUTHWEST END OF A PIPE CULVERT UNDER
 KY0132'TRACKS, AND ABOUT 1 FOOT ABOVE LEVEL OF TRACK.
 KY0132
 KY0132                          STATION RECOVERY (1983)
 KY0132
 KY0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0132'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.4 KM
 KY0132'(0.9 MI) SOUTHEAST ALONG THE RAILROAD FROM THE CROSSING OF SPRING
 KY0132'STREET IN HARMONY TO THE MARK ON THE RIGHT, 8.5 METERS (28.0 FT)
 KY0132'SOUTHWEST OF THE CENTER OF THE RAILROAD, 30.1 METERS (99.0 FT) SOUTH
 KY0132'OF TELEPHONE POLE M22, 2.8 METERS (9.5 FT) SOUTHEAST OF A 12-INCH
 KY0132'TRIANGLE CHISELED IN THE LEDGE.
 KY0132'THE MARK IS 0.30 M ABOVE RAILRAOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1070 ***********************************************************************
 KX1070  DESIGNATION -  B 203
 KX1070  PID         -  KX1070
 KX1070  STATE/COUNTY-  PA/WESTMORELAND
 KX1070  USGS QUAD   -  DERRY (1977)
 KX1070
 KX1070                         *CURRENT SURVEY CONTROL
 KX1070  ___________________________________________________________________
 KX1070* NAD 83(1986)-  40 17 19.     (N)    079 19 34.     (W)     SCALED    
 KX1070* NAVD 88     -       331.461  (meters)    1087.47   (feet)  ADJUSTED  
 KX1070  ___________________________________________________________________
 KX1070  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KX1070  DYNAMIC HT  -         331.283 (meters)    1086.88  (feet)  COMP
 KX1070  MODELED GRAV-     980,079.4   (mgal)                       NAVD 88
 KX1070
 KX1070  VERT ORDER  -  SECOND    CLASS 0
 KX1070
 KX1070.The horizontal coordinates were scaled from a topographic map and have
 KX1070.an estimated accuracy of +/- 6 seconds.
 KX1070
 KX1070.The orthometric height was determined by differential leveling
 KX1070.and adjusted by the National Geodetic Survey in June 1991..
 KX1070
 KX1070.The geoid height was determined by GEOID03.
 KX1070
 KX1070.The dynamic height is computed by dividing the NAVD 88
 KX1070.geopotential number by the normal gravity value computed on the
 KX1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1070.degrees latitude (g = 980.6199 gals.).
 KX1070
 KX1070.The modeled gravity was interpolated from observed gravity values.
 KX1070
 KX1070;                    North         East    Units  Estimated Accuracy
 KX1070;SPC PA S     -   107,270.      465,990.      MT  (+/- 180 meters Scaled)
 KX1070
 KX1070                          SUPERSEDED SURVEY CONTROL
 KX1070
 KX1070  NGVD 29 (??/??/92)  331.643  (m)         1088.07   (f) ADJ UNCH    2 0
 KX1070
 KX1070.Superseded values are not recommended for survey control.
 KX1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1070.See file dsdata.txt to determine how the superseded data were derived.
 KX1070
 KX1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE422611(NAD 83)
 KX1070_MARKER: DB = BENCH MARK DISK
 KX1070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1070_SP_SET: CATCH BASIN
 KX1070_STAMPING: B 203 1954
 KX1070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1070
 KX1070  HISTORY     - Date     Condition        Report By
 KX1070  HISTORY     - 1954     MONUMENTED       CGS
 KX1070
 KX1070                          STATION DESCRIPTION
 KX1070
 KX1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KX1070'4.3 MI SE FROM LATROBE.
 KX1070'1.8 MILES SOUTH ALONG STATE HIGHWAY 982 FROM THE HIGH SCHOOL
 KX1070'AT LATROBE, THENCE ABOUT 2.5 MILES EAST ALONG U.S. HIGHWAY 30,
 KX1070'ABOUT 0.4 MILE NORTHWEST OF ST. CLAIR HOLLOW MONUMENT, ABOUT
 KX1070'0.25 MILE NORTHWEST OF THE TOP OF A GRADE, ABOUT 140 YARDS
 KX1070'NORTHWEST OF BREAK IN GRADE, IN THE TOP OF THE CENTER OF THE
 KX1070'SOUTHWEST CONCRETE HEAD WALL OF A 1 1/2 X 2-FOOT CATCH BASIN
 KX1070'AND RETAINING WALL MARKED 6/40, 15 FEET SOUTHWEST OF CENTER LINE
 KX1070'OF HIGHWAY AT CENTER OF JUNCTIN OF A PRIVATE ROAD LEADING
 KX1070'EAST AND DOWNHILL AND ABOUT 1/2 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0581 ***********************************************************************
 JW0581  DESIGNATION -  B 204
 JW0581  PID         -  JW0581
 JW0581  STATE/COUNTY-  PA/FAYETTE
 JW0581  USGS QUAD   -  OHIOPYLE (1977)
 JW0581
 JW0581                         *CURRENT SURVEY CONTROL
 JW0581  ___________________________________________________________________
 JW0581* NAD 83(1986)-  39 51 16.     (N)    079 26 11.     (W)     SCALED    
 JW0581* NAVD 88     -       393.573  (meters)    1291.25   (feet)  ADJUSTED  
 JW0581  ___________________________________________________________________
 JW0581  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 JW0581  DYNAMIC HT  -         393.326 (meters)    1290.44  (feet)  COMP
 JW0581  MODELED GRAV-     979,989.9   (mgal)                       NAVD 88
 JW0581
 JW0581  VERT ORDER  -  SECOND    CLASS 0
 JW0581
 JW0581.The horizontal coordinates were scaled from a topographic map and have
 JW0581.an estimated accuracy of +/- 6 seconds.
 JW0581
 JW0581.The orthometric height was determined by differential leveling
 JW0581.and adjusted by the National Geodetic Survey in June 1991..
 JW0581
 JW0581.The geoid height was determined by GEOID03.
 JW0581
 JW0581.The dynamic height is computed by dividing the NAVD 88
 JW0581.geopotential number by the normal gravity value computed on the
 JW0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0581.degrees latitude (g = 980.6199 gals.).
 JW0581
 JW0581.The modeled gravity was interpolated from observed gravity values.
 JW0581
 JW0581;                    North         East    Units  Estimated Accuracy
 JW0581;SPC PA S     -    59,240.      455,690.      MT  (+/- 180 meters Scaled)
 JW0581
 JW0581                          SUPERSEDED SURVEY CONTROL
 JW0581
 JW0581  NGVD 29 (??/??/92)  393.711  (m)         1291.70   (f) ADJ UNCH    2 0
 JW0581
 JW0581.Superseded values are not recommended for survey control.
 JW0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0581.See file dsdata.txt to determine how the superseded data were derived.
 JW0581
 JW0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE337127(NAD 83)
 JW0581_MARKER: DB = BENCH MARK DISK
 JW0581_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JW0581_SP_SET: UNSPECIFIED ROCK
 JW0581_STAMPING: B 204 1954
 JW0581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0581
 JW0581  HISTORY     - Date     Condition        Report By
 JW0581  HISTORY     - 1954     MONUMENTED       CGS
 JW0581
 JW0581                          STATION DESCRIPTION
 JW0581
 JW0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JW0581'4.4 MI SE FROM OHIOPYLE.
 JW0581'ABOUT 4.4 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JW0581'FROM THE STATION AT OHIOPYLE, 21.2 FEET NORTH OF NORTH RAIL OF
 JW0581'NORTH TRACK, 59 1/2 FEET NORTH-NORTHWEST AND ACROSS TRACKS FROM
 JW0581'TELEPHONE POLE NO. 248/36 (F57), 179 FEET WEST-NORTHWEST AND
 JW0581'ACROSS TRACKS FROM NORTHEAST CORNER OF CONCRETE BASE OF BLOCK
 JW0581'SIGNAL NO. E 248-47, SET VERTICALLY ABOUT 1.1 FOOT ABOVE GROUND
 JW0581'IN THE SOUTH FACE OF BOTTOM LAYER OF ROCK IN A 4-FOOT HIGH ROCK
 JW0581'CUT AND ABOUT 1/2 FOOT BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0587 ***********************************************************************
 KY0587  DESIGNATION -  B 205
 KY0587  PID         -  KY0587
 KY0587  STATE/COUNTY-  PA/ALLEGHENY
 KY0587  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0587
 KY0587                         *CURRENT SURVEY CONTROL
 KY0587  ___________________________________________________________________
 KY0587* NAD 83(1986)-  40 29 44.     (N)    080 00 01.     (W)     SCALED    
 KY0587* NAVD 88     -       364.064  (meters)    1194.43   (feet)  POSTED    
 KY0587  ___________________________________________________________________
 KY0587  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KY0587  DYNAMIC HT  -         363.870 (meters)    1193.80  (feet)  COMP
 KY0587  MODELED GRAV-     980,090.3   (mgal)                       NAVD 88
 KY0587
 KY0587  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KY0587
 KY0587.The horizontal coordinates were scaled from a topographic map and have
 KY0587.an estimated accuracy of +/- 6 seconds.
 KY0587
 KY0587.The orthometric height was determined by differential leveling
 KY0587.and adjusted by the National Geodetic Survey in 1992..
 KY0587.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KY0587.rate of 0.0 thru 1.0 mm/km.
 KY0587
 KY0587.The geoid height was determined by GEOID03.
 KY0587
 KY0587.The dynamic height is computed by dividing the NAVD 88
 KY0587.geopotential number by the normal gravity value computed on the
 KY0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0587.degrees latitude (g = 980.6199 gals.).
 KY0587
 KY0587.The modeled gravity was interpolated from observed gravity values.
 KY0587
 KY0587;                    North         East    Units  Estimated Accuracy
 KY0587;SPC PA S     -   131,480.      409,270.      MT  (+/- 180 meters Scaled)
 KY0587
 KY0587                          SUPERSEDED SURVEY CONTROL
 KY0587
 KY0587  NGVD 29 (??/??/92)  364.227  (m)         1194.97   (f) ADJ UNCH    2 0
 KY0587
 KY0587.Superseded values are not recommended for survey control.
 KY0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0587.See file dsdata.txt to determine how the superseded data were derived.
 KY0587
 KY0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE847832(NAD 83)
 KY0587_MARKER: DB = BENCH MARK DISK
 KY0587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0587_SP_SET: CONC SEWER MAN HOLE
 KY0587_STAMPING: B 205 1954
 KY0587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0587
 KY0587  HISTORY     - Date     Condition        Report By
 KY0587  HISTORY     - 1954     MONUMENTED       CGS
 KY0587
 KY0587                          STATION DESCRIPTION
 KY0587
 KY0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KY0587'1.2 MI NW FROM MILLVALE.
 KY0587'ABOUT 1.15 MILES NORTHWEST ALONG MT. TROY ROAD FROM THE EAST
 KY0587'ENTRANCE TO RIDGELAWN CEMETERY, NEAR THE JUNCTION OF MT. TROY
 KY0587'ROAD EXTENSION LEADING NORTHEAST, NEAR WEST CORNER OF ST. MARYS
 KY0587'CEMETERY, IN THE TOP OF THE WEST CORNER OF AN 8-FOOT CONCRETE
 KY0587'SEWER MAN HOLE, 18 FEET SOUTHWEST OF CENTER LINE OF MT. TROY
 KY0587'ROAD, 27 FEET SOUTH-SOUTHEAST OF CENTER OF JUNCTION OF MT. TROY
 KY0587'ROAD EXTENSION AND ABOUT LEVEL WITH MT. TROY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0582 ***********************************************************************
 KY0582  DESIGNATION -  B 206
 KY0582  PID         -  KY0582
 KY0582  STATE/COUNTY-  PA/WASHINGTON
 KY0582  USGS QUAD   -  WASHINGTON WEST (1969)
 KY0582
 KY0582                         *CURRENT SURVEY CONTROL
 KY0582  ___________________________________________________________________
 KY0582* NAD 83(1986)-  40 07 52.     (N)    080 20 13.     (W)     SCALED    
 KY0582* NAVD 88     -       326.070  (meters)    1069.78   (feet)  ADJUSTED  
 KY0582  ___________________________________________________________________
 KY0582  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 KY0582  DYNAMIC HT  -         325.882 (meters)    1069.16  (feet)  COMP
 KY0582  MODELED GRAV-     980,040.8   (mgal)                       NAVD 88
 KY0582
 KY0582  VERT ORDER  -  SECOND    CLASS 0
 KY0582
 KY0582.The horizontal coordinates were scaled from a topographic map and have
 KY0582.an estimated accuracy of +/- 6 seconds.
 KY0582
 KY0582.The orthometric height was determined by differential leveling
 KY0582.and adjusted by the National Geodetic Survey in June 1991..
 KY0582
 KY0582.The geoid height was determined by GEOID03.
 KY0582
 KY0582.The dynamic height is computed by dividing the NAVD 88
 KY0582.geopotential number by the normal gravity value computed on the
 KY0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0582.degrees latitude (g = 980.6199 gals.).
 KY0582
 KY0582.The modeled gravity was interpolated from observed gravity values.
 KY0582
 KY0582;                    North         East    Units  Estimated Accuracy
 KY0582;SPC PA S     -    91,810.      379,550.      MT  (+/- 180 meters Scaled)
 KY0582
 KY0582                          SUPERSEDED SURVEY CONTROL
 KY0582
 KY0582  NGVD 29 (??/??/92)  326.207  (m)         1070.23   (f) ADJ UNCH    2 0
 KY0582
 KY0582.Superseded values are not recommended for survey control.
 KY0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0582.See file dsdata.txt to determine how the superseded data were derived.
 KY0582
 KY0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE564425(NAD 83)
 KY0582_MARKER: DB = BENCH MARK DISK
 KY0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0582_STAMPING: B 206 1957
 KY0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0582+STABILITY: SURFACE MOTION
 KY0582
 KY0582  HISTORY     - Date     Condition        Report By
 KY0582  HISTORY     - 1957     MONUMENTED       CGS
 KY0582  HISTORY     - 1960     GOOD             NGS
 KY0582
 KY0582                          STATION DESCRIPTION
 KY0582
 KY0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0582'1.9 MI SE FROM TAYLORSTOWN.
 KY0582'1.9 MILES SOUTHEAST ALONG STATE HIGHWAY 221 FROM THE OVERPASS
 KY0582'OF THE BALTIMORE AND OHIO RAILROAD OVER HIGHWAY AT TAYLORSTOWN,
 KY0582'ABOUT 0.8 MILE SOUTHEAST ALONG HIGHWAY 221 FROM ITS JUNCTION
 KY0582'WITH U.S. HIGHWAY 40, 0.1 MILE SOUTHEAST OF A 50-INCH CORRUGATED
 KY0582'PIPE CULVERT UNDER HIGHWAY, 13 1/2 FEET SOUTHWEST OF CENTERLINE
 KY0582'OF HIGHWAY, 104 FEET NORTHWEST OF SOUTHWEST END OF A 15-INCH
 KY0582'PIPE CULVERT, 208 YARDS NORTHWEST OF JUNCTION OF A GRAVEL
 KY0582'ROAD EAST, 1 FOOT NORTHEAST OF A WIRE FENCE, 2 FEET SOUTHEAST OF
 KY0582'A CONCRETE WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE
 KY0582'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JX0088 ***********************************************************************
 JX0088  DESIGNATION -  B 207
 JX0088  PID         -  JX0088
 JX0088  STATE/COUNTY-  PA/GREENE
 JX0088  USGS QUAD   -  ROGERSVILLE (1994)
 JX0088
 JX0088                         *CURRENT SURVEY CONTROL
 JX0088  ___________________________________________________________________
 JX0088* NAD 83(1986)-  39 58 39.     (N)    080 20 04.     (W)     SCALED    
 JX0088* NAVD 88     -       347.465  (meters)    1139.97   (feet)  ADJUSTED  
 JX0088  ___________________________________________________________________
 JX0088  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JX0088  DYNAMIC HT  -         347.268 (meters)    1139.33  (feet)  COMP
 JX0088  MODELED GRAV-     980,047.5   (mgal)                       NAVD 88
 JX0088
 JX0088  VERT ORDER  -  SECOND    CLASS 0
 JX0088
 JX0088.The horizontal coordinates were scaled from a topographic map and have
 JX0088.an estimated accuracy of +/- 6 seconds.
 JX0088
 JX0088.The orthometric height was determined by differential leveling
 JX0088.and adjusted by the National Geodetic Survey in June 1991..
 JX0088
 JX0088.The geoid height was determined by GEOID03.
 JX0088
 JX0088.The dynamic height is computed by dividing the NAVD 88
 JX0088.geopotential number by the normal gravity value computed on the
 JX0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0088.degrees latitude (g = 980.6199 gals.).
 JX0088
 JX0088.The modeled gravity was interpolated from observed gravity values.
 JX0088
 JX0088;                    North         East    Units  Estimated Accuracy
 JX0088;SPC PA S     -    74,760.      379,270.      MT  (+/- 180 meters Scaled)
 JX0088
 JX0088                          SUPERSEDED SURVEY CONTROL
 JX0088
 JX0088  NGVD 29 (??/??/92)  347.604  (m)         1140.43   (f) ADJ UNCH    2 0
 JX0088
 JX0088.Superseded values are not recommended for survey control.
 JX0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0088.See file dsdata.txt to determine how the superseded data were derived.
 JX0088
 JX0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE568254(NAD 83)
 JX0088_MARKER: DB = BENCH MARK DISK
 JX0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0088_STAMPING: B 207 1957
 JX0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0088+STABILITY: SURFACE MOTION
 JX0088
 JX0088  HISTORY     - Date     Condition        Report By
 JX0088  HISTORY     - 1957     MONUMENTED       CGS
 JX0088
 JX0088                          STATION DESCRIPTION
 JX0088
 JX0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0088'1.9 MI NW FROM NINEVEH.
 JX0088'ABOUT 1.9 MILES NORTHWEST ALONG STATE HIGHWAY 18 FROM THE POST
 JX0088'OFFICE AND HOPKINS STORE AT NINEVEH, ABOUT 80 YARDS SOUTHEAST OF
 JX0088'JUNCTION OF A SMALL ROAD LEADING WEST-NORTHWEST, 25 FEET NORTHEAST
 JX0088'OF CENTER LINE OF HIGHWAY, 34 FEET SOUTHEAST OF POWER POLE
 JX0088'NO. 219861, 1 1/2 FEET SOUTHWEST OF A FENCE LINE, 2 FEET NORTH OF
 JX0088'A CONCRETE WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY AND
 JX0088'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0421 ***********************************************************************
 KY0421  DESIGNATION -  B 208
 KY0421  PID         -  KY0421
 KY0421  STATE/COUNTY-  PA/WASHINGTON
 KY0421  USGS QUAD   -  CLAYSVILLE (1977)
 KY0421
 KY0421                         *CURRENT SURVEY CONTROL
 KY0421  ___________________________________________________________________
 KY0421* NAD 83(1986)-  40 06 41.     (N)    080 27 40.     (W)     SCALED    
 KY0421* NAVD 88     -       305.675  (meters)    1002.87   (feet)  ADJUSTED  
 KY0421  ___________________________________________________________________
 KY0421  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KY0421  DYNAMIC HT  -         305.502 (meters)    1002.30  (feet)  COMP
 KY0421  MODELED GRAV-     980,051.9   (mgal)                       NAVD 88
 KY0421
 KY0421  VERT ORDER  -  SECOND    CLASS 0
 KY0421
 KY0421.The horizontal coordinates were scaled from a topographic map and have
 KY0421.an estimated accuracy of +/- 6 seconds.
 KY0421
 KY0421.The orthometric height was determined by differential leveling
 KY0421.and adjusted by the National Geodetic Survey in June 1991..
 KY0421
 KY0421.The geoid height was determined by GEOID03.
 KY0421
 KY0421.The dynamic height is computed by dividing the NAVD 88
 KY0421.geopotential number by the normal gravity value computed on the
 KY0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0421.degrees latitude (g = 980.6199 gals.).
 KY0421
 KY0421.The modeled gravity was interpolated from observed gravity values.
 KY0421
 KY0421;                    North         East    Units  Estimated Accuracy
 KY0421;SPC PA S     -    89,940.      368,910.      MT  (+/- 180 meters Scaled)
 KY0421
 KY0421                          SUPERSEDED SURVEY CONTROL
 KY0421
 KY0421  NGVD 29 (??/??/92)  305.820  (m)         1003.34   (f) ADJ UNCH    2 0
 KY0421
 KY0421.Superseded values are not recommended for survey control.
 KY0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0421.See file dsdata.txt to determine how the superseded data were derived.
 KY0421
 KY0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE459402(NAD 83)
 KY0421_MARKER: DB = BENCH MARK DISK
 KY0421_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0421_SP_SET: BRIDGE
 KY0421_STAMPING: B 208 1960
 KY0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0421
 KY0421  HISTORY     - Date     Condition        Report By
 KY0421  HISTORY     - 1960     MONUMENTED       CGS
 KY0421  HISTORY     - 1960     GOOD             NGS
 KY0421
 KY0421                          STATION DESCRIPTION
 KY0421
 KY0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0421'2.8 MI SW FROM CLAYSVILLE.
 KY0421'ABOUT 2.8 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY0421'FROM THE STATION AT CLAYSVILLE, AT VIENNA, 25 YARDS WEST OF
 KY0421'THE CROSSING OF A ROAD LEADING NORTH TO CONEGAL COMPRESSOR
 KY0421'PLANT OF MANUFACTURES LIGHT AND HEAT COMPANY, 27 FEET SOUTH OF
 KY0421'THE SOUTH RAIL, ON THE OUTSIDE OF A CURVE, NEAR MILEAGE POLE
 KY0421'49+21, SOUTH OF AND ACROSS THE TRACK FROM BENCH MARK RV 19
 KY0421'(B. AND O. R.R.), IN TOP OF THE SOUHEAST END OF THE SOUTHEAST
 KY0421'WING WALL OF CONCRETE RAILROAD BRIDGE NO. 166 OVER A CREEK.
 KY0421
 KY0421                          STATION RECOVERY (1960)
 KY0421
 KY0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KY0421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0164 ***********************************************************************
 KX0164  DESIGNATION -  B 21
 KX0164  PID         -  KX0164
 KX0164  STATE/COUNTY-  PA/CLEARFIELD
 KX0164  USGS QUAD   -  WALLACETON (1993)
 KX0164
 KX0164                         *CURRENT SURVEY CONTROL
 KX0164  ___________________________________________________________________
 KX0164* NAD 83(1986)-  40 59 42.     (N)    078 21 26.     (W)     SCALED    
 KX0164* NAVD 88     -       433.521  (meters)    1422.31   (feet)  ADJUSTED  
 KX0164  ___________________________________________________________________
 KX0164  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KX0164  DYNAMIC HT  -         433.303 (meters)    1421.59  (feet)  COMP
 KX0164  MODELED GRAV-     980,108.7   (mgal)                       NAVD 88
 KX0164
 KX0164  VERT ORDER  -  FIRST     CLASS I
 KX0164
 KX0164.The horizontal coordinates were scaled from a topographic map and have
 KX0164.an estimated accuracy of +/- 6 seconds.
 KX0164
 KX0164.The orthometric height was determined by differential leveling
 KX0164.and adjusted by the National Geodetic Survey in June 1991..
 KX0164
 KX0164.The geoid height was determined by GEOID03.
 KX0164
 KX0164.The dynamic height is computed by dividing the NAVD 88
 KX0164.geopotential number by the normal gravity value computed on the
 KX0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0164.degrees latitude (g = 980.6199 gals.).
 KX0164
 KX0164.The modeled gravity was interpolated from observed gravity values.
 KX0164
 KX0164;                    North         East    Units  Estimated Accuracy
 KX0164;SPC PA N     -    92,170.      548,910.      MT  (+/- 180 meters Scaled)
 KX0164
 KX0164                          SUPERSEDED SURVEY CONTROL
 KX0164
 KX0164  NGVD 29 (??/??/92)  433.677  (m)         1422.82   (f) ADJ UNCH    1 1
 KX0164
 KX0164.Superseded values are not recommended for survey control.
 KX0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0164.See file dsdata.txt to determine how the superseded data were derived.
 KX0164
 KX0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF222415(NAD 83)
 KX0164_MARKER: DB = BENCH MARK DISK
 KX0164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0164_SP_SET: PIER
 KX0164_STAMPING: B 21 1934
 KX0164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0164
 KX0164  HISTORY     - Date     Condition        Report By
 KX0164  HISTORY     - 1934     MONUMENTED       CGS
 KX0164  HISTORY     - 1966     GOOD             NGS
 KX0164
 KX0164                          STATION DESCRIPTION
 KX0164
 KX0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0164'5.9 MI SE FROM CLEARFIELD.
 KX0164'ABOUT 4.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 322 FROM THE POST
 KX0164'OFFICE AT CLEARFIELD, THENCE 1.9 MILES SOUTHEAST ALONG THE
 KX0164'CLEARFIELD BRANCH OF THE PENNSYLVANIA RAILROAD, 0.4 MILE EAST
 KX0164'OF A CROSSING OF THE RAILROAD AND A ROAD TO MINERAL SPRINGS, 0.25
 KX0164'MILE SOUTHEAST OF MILEPOST 35, AT THE NEW YORK CENTRAL OVERPASS
 KX0164'FOR THE PENNSYLVANIA RAILROAD, SET VERTICALLY IN THE NORTH FACE
 KX0164'OF THE FIRST CONCRETE PIER SOUTHWEST OF THE TRACKS OF THE
 KX0164'PENNSYLVANIA RAILROAD, 26 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 KX0164'OF THE MAIN LINE TRACKS OF THE PENNSYLVANIA RAILROAD, 10 FEET
 KX0164'NORTH OF NORTH RAIL OF THE MAIN LINE TRACKS OF THE NEW YORK
 KX0164'CENTRAL RAILROAD, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 KX0164'PENNSYLVANIA RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0625 ***********************************************************************
 KW0625  DESIGNATION -  B 213
 KW0625  PID         -  KW0625
 KW0625  STATE/COUNTY-  PA/LANCASTER
 KW0625  USGS QUAD   -  LITITZ (1995)
 KW0625
 KW0625                         *CURRENT SURVEY CONTROL
 KW0625  ___________________________________________________________________
 KW0625* NAD 83(1986)-  40 08 05.     (N)    076 18 14.     (W)     SCALED    
 KW0625* NAVD 88     -       153.590  (meters)     503.90   (feet)  ADJUSTED  
 KW0625  ___________________________________________________________________
 KW0625  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 KW0625  DYNAMIC HT  -         153.509 (meters)     503.64  (feet)  COMP
 KW0625  MODELED GRAV-     980,094.8   (mgal)                       NAVD 88
 KW0625
 KW0625  VERT ORDER  -  SECOND    CLASS 0
 KW0625
 KW0625.The horizontal coordinates were scaled from a topographic map and have
 KW0625.an estimated accuracy of +/- 6 seconds.
 KW0625
 KW0625.The orthometric height was determined by differential leveling
 KW0625.and adjusted by the National Geodetic Survey in June 1991..
 KW0625
 KW0625.The geoid height was determined by GEOID03.
 KW0625
 KW0625.The dynamic height is computed by dividing the NAVD 88
 KW0625.geopotential number by the normal gravity value computed on the
 KW0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0625.degrees latitude (g = 980.6199 gals.).
 KW0625
 KW0625.The modeled gravity was interpolated from observed gravity values.
 KW0625
 KW0625;                    North         East    Units  Estimated Accuracy
 KW0625;SPC PA S     -    89,990.      723,240.      MT  (+/- 180 meters Scaled)
 KW0625
 KW0625                          SUPERSEDED SURVEY CONTROL
 KW0625
 KW0625  NGVD 29 (??/??/??)  153.823  (m)          504.67   (f) ADJUSTED    2 0
 KW0625
 KW0625.Superseded values are not recommended for survey control.
 KW0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0625.See file dsdata.txt to determine how the superseded data were derived.
 KW0625
 KW0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK889435(NAD 83)
 KW0625_MARKER: DB = BENCH MARK DISK
 KW0625_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0625_SP_SET: STONE WALL
 KW0625_STAMPING: B 213 1964
 KW0625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0625
 KW0625  HISTORY     - Date     Condition        Report By
 KW0625  HISTORY     - 1964     MONUMENTED       CGS
 KW0625  HISTORY     - 20060702 MARK NOT FOUND   GEOCAC
 KW0625
 KW0625                          STATION DESCRIPTION
 KW0625
 KW0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KW0625'1.7 MI S FROM LITITZ.
 KW0625'THIS MARK IS LOCATED 1.7 MILES SOUTH OF LITITZ, PA.  TO REACH
 KW0625'FROM THE FOUNTAIN AT THE MAIN SQUARE IN LITITZ PROCEED SOUTH ON
 KW0625'THE LITITZ PIKE FOR 1.7 MILES TO MARK ON LEFT.  IT IS 82.5 FT. N.W.
 KW0625'OF N.W. CORNER OF PORCH ON LARGE BRICK HOUSE AT LITITZ PIKE,
 KW0625'21.8 FT. S. OF END OF WALL AT DRIVE, AND 19.8 FT. E. OF CENTER
 KW0625'LINE OF LITITZ PIKE.  THE MARK IS SET IN A DRILL HOLE IN THE TOP
 KW0625'OF A STONE WALL ALONG THE FRONT OF THE YARD OF THE BRICK HOUSE.
 KW0625
 KW0625                          STATION RECOVERY (2006)
 KW0625
 KW0625'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0625'ROAD HAS BEEN WIDENED TO THE EAST AT THIS LOCATION. STONE WALL HAS
 KW0625'BEEN REMOVED. NO SIGN OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1379 ***********************************************************************
 MA1379  DESIGNATION -  B 216
 MA1379  PID         -  MA1379
 MA1379  STATE/COUNTY-  PA/VENANGO
 MA1379  USGS QUAD   -  FRANKLIN (1972)
 MA1379
 MA1379                         *CURRENT SURVEY CONTROL
 MA1379  ___________________________________________________________________
 MA1379* NAD 83(1986)-  41 22 57.     (N)    079 51 01.     (W)     SCALED    
 MA1379* NAVD 88     -       440.548  (meters)    1445.36   (feet)  ADJUSTED  
 MA1379  ___________________________________________________________________
 MA1379  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 MA1379  DYNAMIC HT  -         440.353 (meters)    1444.72  (feet)  COMP
 MA1379  MODELED GRAV-     980,166.3   (mgal)                       NAVD 88
 MA1379
 MA1379  VERT ORDER  -  SECOND    CLASS 0
 MA1379
 MA1379.The horizontal coordinates were scaled from a topographic map and have
 MA1379.an estimated accuracy of +/- 6 seconds.
 MA1379
 MA1379.The orthometric height was determined by differential leveling
 MA1379.and adjusted by the National Geodetic Survey in June 1991..
 MA1379
 MA1379.The geoid height was determined by GEOID03.
 MA1379
 MA1379.The dynamic height is computed by dividing the NAVD 88
 MA1379.geopotential number by the normal gravity value computed on the
 MA1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1379.degrees latitude (g = 980.6199 gals.).
 MA1379
 MA1379.The modeled gravity was interpolated from observed gravity values.
 MA1379
 MA1379;                    North         East    Units  Estimated Accuracy
 MA1379;SPC PA N     -   137,150.      424,340.      MT  (+/- 180 meters Scaled)
 MA1379
 MA1379                          SUPERSEDED SURVEY CONTROL
 MA1379
 MA1379  NGVD 29 (??/??/92)  440.730  (m)         1445.96   (f) ADJ UNCH    2 0
 MA1379
 MA1379.Superseded values are not recommended for survey control.
 MA1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1379.See file dsdata.txt to determine how the superseded data were derived.
 MA1379
 MA1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF961818(NAD 83)
 MA1379_MARKER: DB = BENCH MARK DISK
 MA1379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1379_SP_SET: SEWER INLET
 MA1379_STAMPING: B 216 1959
 MA1379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1379
 MA1379  HISTORY     - Date     Condition        Report By
 MA1379  HISTORY     - 1959     MONUMENTED       CGS
 MA1379  HISTORY     - 1966     GOOD             NGS
 MA1379  HISTORY     - 1979     GOOD             LOCSUR
 MA1379
 MA1379                          STATION DESCRIPTION
 MA1379
 MA1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA1379'AT FRANKLIN.
 MA1379'AT FRANKLIN, VENANGO COUNTY, ABOUT 2 MILES SOUTH OF THE COUNTY
 MA1379'COURTHOUSE ALONG PENNSYLVANIA STATE ROUTE 8.  35 FEET WEST OF
 MA1379'THE CENTER-LINE OF STATE ROUTE 8.  A STANDARD DISK STAMPED B 216
 MA1379'1959 CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE SEWER
 MA1379'INLET.
 MA1379
 MA1379                          STATION RECOVERY (1966)
 MA1379
 MA1379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 MA1379'RECOVERED IN GOOD CONDITION.
 MA1379
 MA1379                          STATION RECOVERY (1979)
 MA1379
 MA1379'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 MA1379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0368 ***********************************************************************
 LZ0368  DESIGNATION -  B 217
 LZ0368  PID         -  LZ0368
 LZ0368  STATE/COUNTY-  PA/LYCOMING
 LZ0368  USGS QUAD   -  MONTOURSVILLE SOUTH (1994)
 LZ0368
 LZ0368                         *CURRENT SURVEY CONTROL
 LZ0368  ___________________________________________________________________
 LZ0368* NAD 83(1986)-  41 14 56.     (N)    076 56 05.     (W)     SCALED    
 LZ0368* NAVD 88     -       160.114  (meters)     525.31   (feet)  ADJUSTED  
 LZ0368  ___________________________________________________________________
 LZ0368  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LZ0368  DYNAMIC HT  -         160.044 (meters)     525.08  (feet)  COMP
 LZ0368  MODELED GRAV-     980,183.5   (mgal)                       NAVD 88
 LZ0368
 LZ0368  VERT ORDER  -  SECOND    CLASS 0
 LZ0368
 LZ0368.The horizontal coordinates were scaled from a topographic map and have
 LZ0368.an estimated accuracy of +/- 6 seconds.
 LZ0368
 LZ0368.The orthometric height was determined by differential leveling
 LZ0368.and adjusted by the National Geodetic Survey in June 1991..
 LZ0368
 LZ0368.The geoid height was determined by GEOID03.
 LZ0368
 LZ0368.The dynamic height is computed by dividing the NAVD 88
 LZ0368.geopotential number by the normal gravity value computed on the
 LZ0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0368.degrees latitude (g = 980.6199 gals.).
 LZ0368
 LZ0368.The modeled gravity was interpolated from observed gravity values.
 LZ0368
 LZ0368;                    North         East    Units  Estimated Accuracy
 LZ0368;SPC PA N     -   120,510.      668,330.      MT  (+/- 180 meters Scaled)
 LZ0368
 LZ0368                          SUPERSEDED SURVEY CONTROL
 LZ0368
 LZ0368  NGVD 29 (??/??/92)  160.329  (m)          526.01   (f) ADJ UNCH    2 0
 LZ0368
 LZ0368.Superseded values are not recommended for survey control.
 LZ0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0368.See file dsdata.txt to determine how the superseded data were derived.
 LZ0368
 LZ0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL378681(NAD 83)
 LZ0368_MARKER: DD = SURVEY DISK
 LZ0368_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0368_SP_SET: BRIDGE
 LZ0368_STAMPING: 217 B 1962
 LZ0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0368
 LZ0368  HISTORY     - Date     Condition        Report By
 LZ0368  HISTORY     - 1962     MONUMENTED       CGS
 LZ0368  HISTORY     - 1970     GOOD             LOCENG
 LZ0368
 LZ0368                          STATION DESCRIPTION
 LZ0368
 LZ0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LZ0368'1 MI W FROM MONTOURSVILLE.
 LZ0368'A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER
 LZ0368'OF THE PHILADELPHIA AND READING RAILROAD BRIDGE OVER THE
 LZ0368'LOYALSOCK CREEK ABOUT 3 1/2 MILES EAST OF THE POST OFFICE IN
 LZ0368'WILLIAMSPORT AND 1 MILE WEST OF THE POST OFFICE IN MONTOURSVILLE
 LZ0368'68 FEET WEST OF CENTER LINE OF GRAVEL ROAD AND 4.6 FEET NORTH
 LZ0368'OF THE NORTH RAIL.
 LZ0368
 LZ0368                          STATION RECOVERY (1970)
 LZ0368
 LZ0368'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 LZ0368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0679 ***********************************************************************
 KX0679  DESIGNATION -  B 22
 KX0679  PID         -  KX0679
 KX0679  STATE/COUNTY-  PA/JEFFERSON
 KX0679  USGS QUAD   -  PUNXSUTAWNEY (1994)
 KX0679
 KX0679                         *CURRENT SURVEY CONTROL
 KX0679  ___________________________________________________________________
 KX0679* NAD 83(1986)-  40 56 40.     (N)    078 57 57.     (W)     SCALED    
 KX0679* NAVD 88     -       377.042  (meters)    1237.01   (feet)  ADJUSTED  
 KX0679  ___________________________________________________________________
 KX0679  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KX0679  DYNAMIC HT  -         376.859 (meters)    1236.41  (feet)  COMP
 KX0679  MODELED GRAV-     980,129.1   (mgal)                       NAVD 88
 KX0679
 KX0679  VERT ORDER  -  SECOND    CLASS 0
 KX0679
 KX0679.The horizontal coordinates were scaled from a topographic map and have
 KX0679.an estimated accuracy of +/- 6 seconds.
 KX0679
 KX0679.The orthometric height was determined by differential leveling
 KX0679.and adjusted by the National Geodetic Survey in June 1991..
 KX0679
 KX0679.The geoid height was determined by GEOID03.
 KX0679
 KX0679.The dynamic height is computed by dividing the NAVD 88
 KX0679.geopotential number by the normal gravity value computed on the
 KX0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0679.degrees latitude (g = 980.6199 gals.).
 KX0679
 KX0679.The modeled gravity was interpolated from observed gravity values.
 KX0679
 KX0679;                    North         East    Units  Estimated Accuracy
 KX0679;SPC PA N     -    87,090.      497,620.      MT  (+/- 180 meters Scaled)
 KX0679
 KX0679                          SUPERSEDED SURVEY CONTROL
 KX0679
 KX0679  NGVD 29 (??/??/92)  377.14   (m)         1237.3    (f) COMPUTED    2 0
 KX0679
 KX0679.Superseded values are not recommended for survey control.
 KX0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0679.See file dsdata.txt to determine how the superseded data were derived.
 KX0679
 KX0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF712345(NAD 83)
 KX0679_MARKER: DB = BENCH MARK DISK
 KX0679_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0679_SP_SET: BUILDING
 KX0679_STAMPING: B 22 1934
 KX0679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0679
 KX0679  HISTORY     - Date     Condition        Report By
 KX0679  HISTORY     - 1934     MONUMENTED       CGS
 KX0679
 KX0679                          STATION DESCRIPTION
 KX0679
 KX0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KX0679'IN PUNXSUTAWNEY.
 KX0679'IN CITY OF PUNXSUTAWNEY.  IN EAST END SCHOOL BUILDING ON MOHONING
 KX0679'STREET.  IN WATER TABLE OF SAID BUILDING.  46 FEET SOUTH OF
 KX0679'CENTERLINE OF MOHONING STREET.  8 IN EAST OF EAST END OF TOP
 KX0679'STEP ON NORTH SIDE OF BUILDING.  5 FEET ABOVE CENTERLINE OF
 KX0679'STREET.  A VERTICAL MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1068 ***********************************************************************
 MA1068  DESIGNATION -  B 221
 MA1068  PID         -  MA1068
 MA1068  STATE/COUNTY-  PA/CLARION
 MA1068  USGS QUAD   -  STRATTANVILLE (1981)
 MA1068
 MA1068                         *CURRENT SURVEY CONTROL
 MA1068  ___________________________________________________________________
 MA1068* NAD 83(1986)-  41 11 07.     (N)    079 18 19.     (W)     SCALED    
 MA1068* NAVD 88     -       450.455  (meters)    1477.87   (feet)  ADJUSTED  
 MA1068  ___________________________________________________________________
 MA1068  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 MA1068  DYNAMIC HT  -         450.246 (meters)    1477.18  (feet)  COMP
 MA1068  MODELED GRAV-     980,147.0   (mgal)                       NAVD 88
 MA1068
 MA1068  VERT ORDER  -  SECOND    CLASS 0
 MA1068
 MA1068.The horizontal coordinates were scaled from a topographic map and have
 MA1068.an estimated accuracy of +/- 6 seconds.
 MA1068
 MA1068.The orthometric height was determined by differential leveling
 MA1068.and adjusted by the National Geodetic Survey in June 1991..
 MA1068
 MA1068.The geoid height was determined by GEOID03.
 MA1068
 MA1068.The dynamic height is computed by dividing the NAVD 88
 MA1068.geopotential number by the normal gravity value computed on the
 MA1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1068.degrees latitude (g = 980.6199 gals.).
 MA1068
 MA1068.The modeled gravity was interpolated from observed gravity values.
 MA1068
 MA1068;                    North         East    Units  Estimated Accuracy
 MA1068;SPC PA N     -   114,290.      469,530.      MT  (+/- 180 meters Scaled)
 MA1068
 MA1068                          SUPERSEDED SURVEY CONTROL
 MA1068
 MA1068  NGVD 29 (??/??/92)  450.612  (m)         1478.38   (f) ADJ UNCH    2 0
 MA1068
 MA1068.Superseded values are not recommended for survey control.
 MA1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1068.See file dsdata.txt to determine how the superseded data were derived.
 MA1068
 MA1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF421607(NAD 83)
 MA1068_MARKER: DB = BENCH MARK DISK
 MA1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1068_STAMPING: B 221 1958
 MA1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1068+STABILITY: SURFACE MOTION
 MA1068
 MA1068  HISTORY     - Date     Condition        Report By
 MA1068  HISTORY     - 1958     MONUMENTED       CGS
 MA1068
 MA1068                          STATION DESCRIPTION
 MA1068
 MA1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA1068'2.8 MI SE FROM STRATTANVILLE.
 MA1068'ABOUT 1.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 MA1068'AT STRATTANVILLE, THENCE EAST ON GRAVELED ROAD 1.25 MILES, THENCE
 MA1068'NORTH 0.1 MILE.  3.3 MILES WEST ON U.S. HIGHWAY 322 FROM THE
 MA1068'POST OFFICE AT CORSICA, THENCE SOUTHWEST ON GRAVELED ROAD 1.4
 MA1068'MILES, THENCE NORTH AND WEST ON GRAVLED ROAD 1.3 MILES, THENCE
 MA1068'NORTH 0.1 MILE, AT CROSSING OF THE LAKE ERIE, FRANKLIN AND
 MA1068'CLARION RAILROAD TRACK, 2.0 FEET NORTH OF A WITNESS POST, 18.5
 MA1068'FEET SOUTH OF SOUTH RAIL, 25.0 FEET EAST OF CENTER LINE OF THE
 MA1068'ROAD AND 58.0 FEET SOUTHEAST OF CENTER OF THE ROAD CROSSING THE
 MA1068'TRACKS.  A DISK IN TOP OF A 12-INCH CONCRETE POST PROJECTING
 MA1068'7-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1046 ***********************************************************************
 MA1046  DESIGNATION -  B 222
 MA1046  PID         -  MA1046
 MA1046  STATE/COUNTY-  PA/JEFFERSON
 MA1046  USGS QUAD   -  BROOKVILLE (1969)
 MA1046
 MA1046                         *CURRENT SURVEY CONTROL
 MA1046  ___________________________________________________________________
 MA1046* NAD 83(1986)-  41 09 38.     (N)    079 03 29.     (W)     SCALED    
 MA1046* NAVD 88     -       434.820  (meters)    1426.57   (feet)  ADJUSTED  
 MA1046  ___________________________________________________________________
 MA1046  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 MA1046  DYNAMIC HT  -         434.617 (meters)    1425.91  (feet)  COMP
 MA1046  MODELED GRAV-     980,144.6   (mgal)                       NAVD 88
 MA1046
 MA1046  VERT ORDER  -  SECOND    CLASS 0
 MA1046
 MA1046.The horizontal coordinates were scaled from a topographic map and have
 MA1046.an estimated accuracy of +/- 6 seconds.
 MA1046
 MA1046.The orthometric height was determined by differential leveling
 MA1046.and adjusted by the National Geodetic Survey in June 1991..
 MA1046
 MA1046.The geoid height was determined by GEOID03.
 MA1046
 MA1046.The dynamic height is computed by dividing the NAVD 88
 MA1046.geopotential number by the normal gravity value computed on the
 MA1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1046.degrees latitude (g = 980.6199 gals.).
 MA1046
 MA1046.The modeled gravity was interpolated from observed gravity values.
 MA1046
 MA1046;                    North         East    Units  Estimated Accuracy
 MA1046;SPC PA N     -   111,200.      490,220.      MT  (+/- 180 meters Scaled)
 MA1046
 MA1046                          SUPERSEDED SURVEY CONTROL
 MA1046
 MA1046  NGVD 29 (??/??/92)  434.963  (m)         1427.04   (f) ADJ UNCH    2 0
 MA1046
 MA1046.Superseded values are not recommended for survey control.
 MA1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1046.See file dsdata.txt to determine how the superseded data were derived.
 MA1046
 MA1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF629583(NAD 83)
 MA1046_MARKER: DB = BENCH MARK DISK
 MA1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1046_STAMPING: B 222 1958
 MA1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1046+STABILITY: SURFACE MOTION
 MA1046
 MA1046  HISTORY     - Date     Condition        Report By
 MA1046  HISTORY     - 1958     MONUMENTED       CGS
 MA1046
 MA1046                          STATION DESCRIPTION
 MA1046
 MA1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA1046'1.2 MI E FROM BROOKVILLE.
 MA1046'ABOUT 0.95 MILE EAST ALONG U.S. HIGHWAY 322 FROM THE COURTHOUSE
 MA1046'IN BROOKVILLE, THENCE EASTERLY ALONG STATE HIGHWAY 28 FOR 0.25
 MA1046'MILE.  ABOUT ON A PROPERTY LINE, 10.5 FEET WEST OF CENTER OF
 MA1046'DRIVEWAY TO A BRICK HOUSE, 28.0 FEET NORTH OF CENTER LINE OF
 MA1046'HIGHWAY AND 71.0 FEET EAST-SOUTHEAST OF SOUTHEAST CORNER OF A
 MA1046'STONE MASONARY GARAGE.  A DISK IN TOP OF A 12-INCH CONCRETE
 MA1046'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0376 ***********************************************************************
 MB0376  DESIGNATION -  B 223
 MB0376  PID         -  MB0376
 MB0376  STATE/COUNTY-  PA/MERCER
 MB0376  USGS QUAD   -  MERCER (1990)
 MB0376
 MB0376                         *CURRENT SURVEY CONTROL
 MB0376  ___________________________________________________________________
 MB0376* NAD 83(1986)-  41 11 13.     (N)    080 10 08.     (W)     SCALED    
 MB0376* NAVD 88     -       372.978  (meters)    1223.68   (feet)  ADJUSTED  
 MB0376  ___________________________________________________________________
 MB0376  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MB0376  DYNAMIC HT  -         372.805 (meters)    1223.11  (feet)  COMP
 MB0376  MODELED GRAV-     980,149.2   (mgal)                       NAVD 88
 MB0376
 MB0376  VERT ORDER  -  SECOND    CLASS 0
 MB0376
 MB0376.The horizontal coordinates were scaled from a topographic map and have
 MB0376.an estimated accuracy of +/- 6 seconds.
 MB0376
 MB0376.The orthometric height was determined by differential leveling
 MB0376.and adjusted by the National Geodetic Survey in June 1991..
 MB0376
 MB0376.The geoid height was determined by GEOID03.
 MB0376
 MB0376.The dynamic height is computed by dividing the NAVD 88
 MB0376.geopotential number by the normal gravity value computed on the
 MB0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0376.degrees latitude (g = 980.6199 gals.).
 MB0376
 MB0376.The modeled gravity was interpolated from observed gravity values.
 MB0376
 MB0376;                    North         East    Units  Estimated Accuracy
 MB0376;SPC PA N     -   116,140.      397,100.      MT  (+/- 180 meters Scaled)
 MB0376
 MB0376                          SUPERSEDED SURVEY CONTROL
 MB0376
 MB0376  NGVD 29 (??/??/92)  373.111  (m)         1224.12   (f) ADJ UNCH    2 0
 MB0376
 MB0376.Superseded values are not recommended for survey control.
 MB0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0376.See file dsdata.txt to determine how the superseded data were derived.
 MB0376
 MB0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF697598(NAD 83)
 MB0376_MARKER: DB = BENCH MARK DISK
 MB0376_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0376_SP_SET: BRIDGE
 MB0376_STAMPING: B 223 1958
 MB0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0376
 MB0376  HISTORY     - Date     Condition        Report By
 MB0376  HISTORY     - 1958     MONUMENTED       CGS
 MB0376  HISTORY     - 1960     GOOD             NGS
 MB0376
 MB0376                          STATION DESCRIPTION
 MB0376
 MB0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MB0376'6.7 MI NW FROM GROVE CITY.
 MB0376'ABOUT 2.9 MILES NORTHWEST ALONG THE BESSEMER AND LAKE ERIE
 MB0376'RAILROAD FROM GROVE CITY, THENCE NORTHWEST ALONG A GRAVELED ROAD
 MB0376'1.0 MILE, THENCE WEST ON GRAVELED ROAD FOR 1.55 MILES TO
 MB0376'JUNCTION OF STATE HIGHWAY 58, THENCE NORTHWEST 0.1 MILE, THENCE
 MB0376'SOUTH ON GRAVELED ROAD FOR 0.7 MILE, THENCE WEST ON GRAVELED
 MB0376'ROAD FOR 0.2 MILE, THENCE NORTH ON GRAVELED ROAD FOR 0.1 MILE.
 MB0376'ABOUT 3.0 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MB0376'STATION AT MERCER, THENCE SOUTHERLY ON PAVED ROAD FOR 0.1 MILE,
 MB0376'THENCE EASTERLY 0.15 MILE, THENCE NORTHERLY ON GRAVELED ROAD
 MB0376'FOR 0.65 MILE, THENCE EAST ON A GRAVELED ROAD FOR 0.8 MILE TO THE
 MB0376'JUNCTION OF STATE HIGHWAY 258, THENCE SOUTHEAST 0.2 MILE, THENCE
 MB0376'EAST AND SOUTH ON THE GRAVELED ROAD FOR 2.0 MILES.  IN THE SOUTH
 MB0376'CONCRETE ABUTMENT OF A BRIDGE OVER PINE RUN CREEK, 6-INCHES
 MB0376'NORTHEAST OF ITS SOUTHWEST END, 11.0 FEET WEST OF CENTER LINE OF
 MB0376'ROAD AND 7.0 FEET SOUTHWEST OF SOUTH END OF THE GUARD RAIL.
 MB0376
 MB0376                          STATION RECOVERY (1960)
 MB0376
 MB0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 MB0376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0363 ***********************************************************************
 MB0363  DESIGNATION -  B 224
 MB0363  PID         -  MB0363
 MB0363  STATE/COUNTY-  PA/MERCER
 MB0363  USGS QUAD   -  MERCER (1990)
 MB0363
 MB0363                         *CURRENT SURVEY CONTROL
 MB0363  ___________________________________________________________________
 MB0363* NAD 83(1986)-  41 13 54.     (N)    080 10 58.     (W)     SCALED    
 MB0363* NAVD 88     -       345.216  (meters)    1132.60   (feet)  ADJUSTED  
 MB0363  ___________________________________________________________________
 MB0363  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 MB0363  DYNAMIC HT  -         345.058 (meters)    1132.08  (feet)  COMP
 MB0363  MODELED GRAV-     980,157.6   (mgal)                       NAVD 88
 MB0363
 MB0363  VERT ORDER  -  SECOND    CLASS 0
 MB0363
 MB0363.The horizontal coordinates were scaled from a topographic map and have
 MB0363.an estimated accuracy of +/- 6 seconds.
 MB0363
 MB0363.The orthometric height was determined by differential leveling
 MB0363.and adjusted by the National Geodetic Survey in June 1991..
 MB0363
 MB0363.The geoid height was determined by GEOID03.
 MB0363
 MB0363.The dynamic height is computed by dividing the NAVD 88
 MB0363.geopotential number by the normal gravity value computed on the
 MB0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0363.degrees latitude (g = 980.6199 gals.).
 MB0363
 MB0363.The modeled gravity was interpolated from observed gravity values.
 MB0363
 MB0363;                    North         East    Units  Estimated Accuracy
 MB0363;SPC PA N     -   121,140.      396,070.      MT  (+/- 180 meters Scaled)
 MB0363
 MB0363                          SUPERSEDED SURVEY CONTROL
 MB0363
 MB0363  NGVD 29 (??/??/92)  345.34   (m)         1133.0    (f) COMPUTED    2 0
 MB0363
 MB0363.Superseded values are not recommended for survey control.
 MB0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0363.See file dsdata.txt to determine how the superseded data were derived.
 MB0363
 MB0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF684647(NAD 83)
 MB0363_MARKER: DB = BENCH MARK DISK
 MB0363_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0363_SP_SET: BRIDGE
 MB0363_STAMPING: B 224 1958
 MB0363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0363
 MB0363  HISTORY     - Date     Condition        Report By
 MB0363  HISTORY     - 1958     MONUMENTED       CGS
 MB0363
 MB0363                          STATION DESCRIPTION
 MB0363
 MB0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MB0363'3 MI E FROM MERCER.
 MB0363'ABOUT THREE MILES EAST AND 0.3 MILE NORTH ALONG COUNTY HY 43027
 MB0363'AND A GRAVEL ROAD.  LOCATED 0.25 MILE ALONG GRAVEL ROAD FROM T
 MB0363'JUNCTION WITH COUNTY HIGHWAY NUMBER 43027 IN THE TOP OF A
 MB0363'BRIDGE OVER MILL CREEK.  SET IN TOP AND 1 FOOT NORTH OF THE SOUTH
 MB0363'END OF THE EAST HEADWALL OF 40 FOOT BRIDGE OVER MILL CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1502 ***********************************************************************
 LY1502  DESIGNATION -  B 225
 LY1502  PID         -  LY1502
 LY1502  STATE/COUNTY-  PA/CARBON
 LY1502  USGS QUAD   -  HICKORY RUN (1997)
 LY1502
 LY1502                         *CURRENT SURVEY CONTROL
 LY1502  ___________________________________________________________________
 LY1502* NAD 83(1986)-  41 05 13.     (N)    075 38 36.     (W)     SCALED    
 LY1502* NAVD 88     -       568.697  (meters)    1865.80   (feet)  ADJUSTED  
 LY1502  ___________________________________________________________________
 LY1502  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 LY1502  DYNAMIC HT  -         568.421 (meters)    1864.89  (feet)  COMP
 LY1502  MODELED GRAV-     980,119.7   (mgal)                       NAVD 88
 LY1502
 LY1502  VERT ORDER  -  SECOND    CLASS 0
 LY1502
 LY1502.The horizontal coordinates were scaled from a topographic map and have
 LY1502.an estimated accuracy of +/- 6 seconds.
 LY1502
 LY1502.The orthometric height was determined by differential leveling
 LY1502.and adjusted by the National Geodetic Survey in June 1991..
 LY1502
 LY1502.The geoid height was determined by GEOID03.
 LY1502
 LY1502.The dynamic height is computed by dividing the NAVD 88
 LY1502.geopotential number by the normal gravity value computed on the
 LY1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1502.degrees latitude (g = 980.6199 gals.).
 LY1502
 LY1502.The modeled gravity was interpolated from observed gravity values.
 LY1502
 LY1502;                    North         East    Units  Estimated Accuracy
 LY1502;SPC PA N     -   104,350.      776,990.      MT  (+/- 180 meters Scaled)
 LY1502
 LY1502                          SUPERSEDED SURVEY CONTROL
 LY1502
 LY1502  NGVD 29 (??/??/92)  568.892  (m)         1866.44   (f) ADJ UNCH    2 0
 LY1502
 LY1502.Superseded values are not recommended for survey control.
 LY1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1502.See file dsdata.txt to determine how the superseded data were derived.
 LY1502
 LY1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL459486(NAD 83)
 LY1502_MARKER: DB = BENCH MARK DISK
 LY1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1502_STAMPING: B 225 1958
 LY1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1502+STABILITY: SURFACE MOTION
 LY1502
 LY1502  HISTORY     - Date     Condition        Report By
 LY1502  HISTORY     - 1958     MONUMENTED       CGS
 LY1502  HISTORY     - 1985     GOOD             NGS
 LY1502  HISTORY     - 19870717 GOOD             LOCSUR
 LY1502  HISTORY     - 20020607 MARK NOT FOUND   PADT
 LY1502  HISTORY     - 20030707 MARK NOT FOUND   PADT
 LY1502
 LY1502                          STATION DESCRIPTION
 LY1502
 LY1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LY1502'2.8 MI W FROM BLAKESLEE CORNER.
 LY1502'2.75 MILE WEST ALONG STATE HIGHWAY 940 FROM THE JUNCTION OF
 LY1502'STATE HIGHWAYS 940 AND 115 AT BLAKESLEE CORNER AT THE JUNCTION
 LY1502'OF STATE HIGHWAY 940 AND A BLACKTOP ROAD TO SPLIT ROCK LODGE, 1
 LY1502'FOOT WEST OF THE WEST MOST OF TWO 25 FOOT TALL, ROCK, GATE POSTS
 LY1502'FOR ROAD TO LODGE, 19 FEET WEST OF THE CENTERLINE OF THE BLACKTOP
 LY1502'ROAD TO LODGE, 71 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 LY1502'940, AND ONE FOOT BELOW THE ROAD TO LODGE.
 LY1502
 LY1502                          STATION RECOVERY (1985)
 LY1502
 LY1502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LY1502'RECOVERED IN GOOD CONDITION.
 LY1502
 LY1502                          STATION RECOVERY (1987)
 LY1502
 LY1502'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (AS)
 LY1502'RECOVERED IN GOOD CONDITION.
 LY1502
 LY1502                          STATION RECOVERY (2002)
 LY1502
 LY1502'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (SQ)
 LY1502'LATE 80'S ROCK GATE POSTS WERE MOVED EAST(ON SR940) OF THEIR ORIGINAL
 LY1502'LOCATION TO A NEW ENTRANCE TO SPLIT ROCK LODGE, DISK COULD NOT BE
 LY1502'FOUND IN THE ORIGINAL LOCATION
 LY1502
 LY1502                          STATION RECOVERY (2003)
 LY1502
 LY1502'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 LY1502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0422 ***********************************************************************
 LZ0422  DESIGNATION -  B 226
 LZ0422  PID         -  LZ0422
 LZ0422  STATE/COUNTY-  PA/COLUMBIA
 LZ0422  USGS QUAD   -  MILLVILLE (1983)
 LZ0422
 LZ0422                         *CURRENT SURVEY CONTROL
 LZ0422  ___________________________________________________________________
 LZ0422* NAD 83(1986)-  41 00 05.     (N)    076 32 41.     (W)     SCALED    
 LZ0422* NAVD 88     -       223.692  (meters)     733.90   (feet)  ADJUSTED  
 LZ0422  ___________________________________________________________________
 LZ0422  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 LZ0422  DYNAMIC HT  -         223.598 (meters)     733.59  (feet)  COMP
 LZ0422  MODELED GRAV-     980,200.5   (mgal)                       NAVD 88
 LZ0422
 LZ0422  VERT ORDER  -  SECOND    CLASS 0
 LZ0422
 LZ0422.The horizontal coordinates were scaled from a topographic map and have
 LZ0422.an estimated accuracy of +/- 6 seconds.
 LZ0422
 LZ0422.The orthometric height was determined by differential leveling
 LZ0422.and adjusted by the National Geodetic Survey in June 1991..
 LZ0422
 LZ0422.The geoid height was determined by GEOID03.
 LZ0422
 LZ0422.The dynamic height is computed by dividing the NAVD 88
 LZ0422.geopotential number by the normal gravity value computed on the
 LZ0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0422.degrees latitude (g = 980.6199 gals.).
 LZ0422
 LZ0422.The modeled gravity was interpolated from observed gravity values.
 LZ0422
 LZ0422;                    North         East    Units  Estimated Accuracy
 LZ0422;SPC PA N     -    93,410.      701,400.      MT  (+/- 180 meters Scaled)
 LZ0422
 LZ0422                          SUPERSEDED SURVEY CONTROL
 LZ0422
 LZ0422  NGVD 29 (??/??/92)  223.914  (m)          734.62   (f) ADJ UNCH    2 0
 LZ0422
 LZ0422.Superseded values are not recommended for survey control.
 LZ0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0422.See file dsdata.txt to determine how the superseded data were derived.
 LZ0422
 LZ0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL700400(NAD 83)
 LZ0422_MARKER: DB = BENCH MARK DISK
 LZ0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0422_STAMPING: B 226 1959
 LZ0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0422+STABILITY: SURFACE MOTION
 LZ0422
 LZ0422  HISTORY     - Date     Condition        Report By
 LZ0422  HISTORY     - 1959     MONUMENTED       CGS
 LZ0422  HISTORY     - 1968     GOOD             USGS
 LZ0422
 LZ0422                          STATION DESCRIPTION
 LZ0422
 LZ0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LZ0422'3.9 MI NW FROM BLOOMSBURG.
 LZ0422'ABOUT 1 MILE NORTH WEST ALONG STATE HY. 44 FROM JUNCTION OF STATE
 LZ0422'HY. 44 AND U.S. 11 IN BLOOMSBURG THENCE 1 MILE NORTH WEST ON
 LZ0422'COUNTY ROAD 19027 THENCE 1.90 MILE WEST ON COUNTY ROAD 19026,
 LZ0422'AT A FENCE CORNER 0.10 MILE EAST OF H.H. HOWARDS, A LARGE 2
 LZ0422'STORY-FRAME HOUSE, 0.10 MILE WEST OF THE TWO-FRAME HOUSE OF
 LZ0422'ROBERT MAUSTELLER, 64 FEET NORTH WEST AND ACROSS THE ROAD FROM
 LZ0422'A POWER POLE, 10 FEET EAST OF FIELD ROAD CENTERLINE, 2 FEET
 LZ0422'SOUTH OF THE SOUTH WEST CORNER OF THE FENCE, 15 FEET NORTH OF
 LZ0422'THE CENTERLINE OF THE BLACK TOP ROAD, PROJECTING ABOUT 3 INCHES.
 LZ0422
 LZ0422                          STATION RECOVERY (1968)
 LZ0422
 LZ0422'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 LZ0422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0190 ***********************************************************************
 LZ0190  DESIGNATION -  B 227
 LZ0190  PID         -  LZ0190
 LZ0190  STATE/COUNTY-  PA/COLUMBIA
 LZ0190  USGS QUAD   -  BLOOMSBURG (1983)
 LZ0190
 LZ0190                         *CURRENT SURVEY CONTROL
 LZ0190  ___________________________________________________________________
 LZ0190* NAD 83(1986)-  41 02 02.     (N)    076 22 51.     (W)     SCALED    
 LZ0190* NAVD 88     -       226.170  (meters)     742.03   (feet)  ADJUSTED  
 LZ0190  ___________________________________________________________________
 LZ0190  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 LZ0190  DYNAMIC HT  -         226.076 (meters)     741.72  (feet)  COMP
 LZ0190  MODELED GRAV-     980,204.1   (mgal)                       NAVD 88
 LZ0190
 LZ0190  VERT ORDER  -  SECOND    CLASS 0
 LZ0190
 LZ0190.The horizontal coordinates were scaled from a topographic map and have
 LZ0190.an estimated accuracy of +/- 6 seconds.
 LZ0190
 LZ0190.The orthometric height was determined by differential leveling
 LZ0190.and adjusted by the National Geodetic Survey in June 1991..
 LZ0190
 LZ0190.The geoid height was determined by GEOID03.
 LZ0190
 LZ0190.The dynamic height is computed by dividing the NAVD 88
 LZ0190.geopotential number by the normal gravity value computed on the
 LZ0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0190.degrees latitude (g = 980.6199 gals.).
 LZ0190
 LZ0190.The modeled gravity was interpolated from observed gravity values.
 LZ0190
 LZ0190;                    North         East    Units  Estimated Accuracy
 LZ0190;SPC PA N     -    97,220.      715,130.      MT  (+/- 180 meters Scaled)
 LZ0190
 LZ0190                          SUPERSEDED SURVEY CONTROL
 LZ0190
 LZ0190  NGVD 29 (??/??/92)  226.388  (m)          742.74   (f) ADJ UNCH    2 0
 LZ0190
 LZ0190.Superseded values are not recommended for survey control.
 LZ0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0190.See file dsdata.txt to determine how the superseded data were derived.
 LZ0190
 LZ0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL839434(NAD 83)
 LZ0190_MARKER: DB = BENCH MARK DISK
 LZ0190_SETTING: 80 = SET IN A BOULDER
 LZ0190_SP_SET: BOULDER
 LZ0190_STAMPING: B227 1959
 LZ0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0190+STABILITY: SURFACE MOTION
 LZ0190
 LZ0190  HISTORY     - Date     Condition        Report By
 LZ0190  HISTORY     - 1959     MONUMENTED       CGS
 LZ0190  HISTORY     - 20050421 MARK NOT FOUND   PADT
 LZ0190
 LZ0190                          STATION DESCRIPTION
 LZ0190
 LZ0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LZ0190'3.3 MI E FROM BLOOMSBURG.
 LZ0190'ABOUT 3.30 MILES EAST ALONG BLACK TOP ROAD FROM BLOOMSBURG SAND
 LZ0190'AND GRAVEL CO. IN NORTH EAST BLOOMSBURG, 0.35 MILE EAST OF A
 LZ0190'BLACK TOP ROAD CROSSING, 156 YARDS SOUTH OF THE GRAVEL ROAD,
 LZ0190'43 YARDS EAST OF TREE FENCE LINE, SET IN TOP OF A LARGE BOULDER
 LZ0190'IN A FIELD, SET IN TOP 3 1/2 FOOT NORTH WEST OF THE SOUTH EAST
 LZ0190'END OF A 8 FOOT BY 5 FOOT BOULDER, 3 FEET ABOVE THE FIELD.
 LZ0190
 LZ0190                          STATION RECOVERY (2005)
 LZ0190
 LZ0190'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (JAG)
 LZ0190'LARGE BOULDER DOES NOT EXIST - INTERSTATE 80 WAS BUILT THROUGH THIS
 LZ0190'AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0139 ***********************************************************************
 LZ0139  DESIGNATION -  B 228
 LZ0139  PID         -  LZ0139
 LZ0139  STATE/COUNTY-  PA/LUZERNE
 LZ0139  USGS QUAD   -  SYBERTSVILLE (1989)
 LZ0139
 LZ0139                         *CURRENT SURVEY CONTROL
 LZ0139  ___________________________________________________________________
 LZ0139* NAD 83(1986)-  41 02 23.     (N)    076 01 12.     (W)     SCALED    
 LZ0139* NAVD 88     -       356.700  (meters)    1170.27   (feet)  ADJUSTED  
 LZ0139  ___________________________________________________________________
 LZ0139  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 LZ0139  DYNAMIC HT  -         356.542 (meters)    1169.75  (feet)  COMP
 LZ0139  MODELED GRAV-     980,168.1   (mgal)                       NAVD 88
 LZ0139
 LZ0139  VERT ORDER  -  SECOND    CLASS 0
 LZ0139
 LZ0139.The horizontal coordinates were scaled from a topographic map and have
 LZ0139.an estimated accuracy of +/- 6 seconds.
 LZ0139
 LZ0139.The orthometric height was determined by differential leveling
 LZ0139.and adjusted by the National Geodetic Survey in June 1991..
 LZ0139
 LZ0139.The geoid height was determined by GEOID03.
 LZ0139
 LZ0139.The dynamic height is computed by dividing the NAVD 88
 LZ0139.geopotential number by the normal gravity value computed on the
 LZ0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0139.degrees latitude (g = 980.6199 gals.).
 LZ0139
 LZ0139.The modeled gravity was interpolated from observed gravity values.
 LZ0139
 LZ0139;                    North         East    Units  Estimated Accuracy
 LZ0139;SPC PA N     -    98,410.      745,450.      MT  (+/- 180 meters Scaled)
 LZ0139
 LZ0139                          SUPERSEDED SURVEY CONTROL
 LZ0139
 LZ0139  NGVD 29 (??/??/92)  356.904  (m)         1170.94   (f) ADJ UNCH    2 0
 LZ0139
 LZ0139.Superseded values are not recommended for survey control.
 LZ0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0139.See file dsdata.txt to determine how the superseded data were derived.
 LZ0139
 LZ0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL142436(NAD 83)
 LZ0139_MARKER: DB = BENCH MARK DISK
 LZ0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0139_STAMPING: B 228 1959
 LZ0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0139+STABILITY: SURFACE MOTION
 LZ0139
 LZ0139  HISTORY     - Date     Condition        Report By
 LZ0139  HISTORY     - 1959     MONUMENTED       CGS
 LZ0139
 LZ0139                          STATION DESCRIPTION
 LZ0139
 LZ0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LZ0139'2 MI NW FROM ST JOHN.
 LZ0139'ABOUT 1.55 MILE WEST ALONG A BLACKTOP ROAD FROM THE ST JOHN
 LZ0139'LUTHERAN CHURCH AT ST JOHN THENCE 1.50 MILE NORTH AND EAST ALONG
 LZ0139'A GRAVEL AND BLACKTOP ROAD, AT THE JUNCTION OF THE ENTRANCE ROAD
 LZ0139'TO THE OLD HAZELTON AIRPORT, 43 FEET WEST OF THE CENTERLINE OF
 LZ0139'A GRAVEL ROAD NORTH, 36 FEET NORTHWEST AND ACROSS THE BLACKTOP
 LZ0139'ROAD FROM A TELEPHONE POLE, 112 FEET WEST OF THE JUNCTION OF A
 LZ0139'BLACKTOP ROAD SOUTH TO AIRPORT, 2 FEET WEST OF A POWER POLE, 17
 LZ0139'FEET NORTH OF THE CENTERLINE OF A BLACKTOP ROAD AND 3 FEET ABOVE
 LZ0139'THE BLACKTOP ROAD AND PROJECTION 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1529 ***********************************************************************
 LY1529  DESIGNATION -  B 229
 LY1529  PID         -  LY1529
 LY1529  STATE/COUNTY-  PA/LUZERNE
 LY1529  USGS QUAD   -  WHITE HAVEN (1997)
 LY1529
 LY1529                         *CURRENT SURVEY CONTROL
 LY1529  ___________________________________________________________________
 LY1529* NAD 83(1986)-  41 04 41.     (N)    075 47 37.     (W)     SCALED    
 LY1529* NAVD 88     -       419.114  (meters)    1375.04   (feet)  ADJUSTED  
 LY1529  ___________________________________________________________________
 LY1529  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 LY1529  DYNAMIC HT  -         418.918 (meters)    1374.40  (feet)  COMP
 LY1529  MODELED GRAV-     980,142.7   (mgal)                       NAVD 88
 LY1529
 LY1529  VERT ORDER  -  SECOND    CLASS 0
 LY1529
 LY1529.The horizontal coordinates were scaled from a topographic map and have
 LY1529.an estimated accuracy of +/- 6 seconds.
 LY1529
 LY1529.The orthometric height was determined by differential leveling
 LY1529.and adjusted by the National Geodetic Survey in June 1991..
 LY1529
 LY1529.The geoid height was determined by GEOID03.
 LY1529
 LY1529.The dynamic height is computed by dividing the NAVD 88
 LY1529.geopotential number by the normal gravity value computed on the
 LY1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1529.degrees latitude (g = 980.6199 gals.).
 LY1529
 LY1529.The modeled gravity was interpolated from observed gravity values.
 LY1529
 LY1529;                    North         East    Units  Estimated Accuracy
 LY1529;SPC PA N     -   103,070.      764,390.      MT  (+/- 180 meters Scaled)
 LY1529
 LY1529                          SUPERSEDED SURVEY CONTROL
 LY1529
 LY1529  NGVD 29 (??/??/92)  419.306  (m)         1375.67   (f) ADJ UNCH    2 0
 LY1529
 LY1529.Superseded values are not recommended for survey control.
 LY1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1529.See file dsdata.txt to determine how the superseded data were derived.
 LY1529
 LY1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL333477(NAD 83)
 LY1529_MARKER: DB = BENCH MARK DISK
 LY1529_SETTING: 80 = SET IN A BOULDER
 LY1529_SP_SET: BOULDER
 LY1529_STAMPING: B 229 1959
 LY1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1529+STABILITY: SURFACE MOTION
 LY1529
 LY1529  HISTORY     - Date     Condition        Report By
 LY1529  HISTORY     - 1959     MONUMENTED       CGS
 LY1529
 LY1529                          STATION DESCRIPTION
 LY1529
 LY1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1529'1.5 MI N FROM WHITE HAVEN.
 LY1529'1.3 MILE NORTH WEST ALONG A BLACK TOP ROAD FROM THE SCHOOL HOUSE
 LY1529'IN WHITE HAVEN, THENCE 0.2 MILE NORTH EAST ALONG A BLACK TOP
 LY1529'ROAD, ABOUT 0.15 MILE NORTH EAST OF THE ENTRANCE GATE TO A
 LY1529'CEMETERY, ON THE FARM OF W.R. SOMMERS, SET IN TOP OF A ROCK IN
 LY1529'THE BARN YARD, 15 FEET NORTH OF A SILO, 48 FEET EAST OF THE
 LY1529'FENCE LINE, 48 FEET EAST OF THE CENTERLINE OF THE BLACK TOP ROAD
 LY1529'AND SET IN A 3 FOOT BY 4 FOOT AND 6 INCH ROCK, PROJECTING OUT
 LY1529'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0288 ***********************************************************************
 MA0288  DESIGNATION -  B 23
 MA0288  PID         -  MA0288
 MA0288  STATE/COUNTY-  PA/CENTRE
 MA0288  USGS QUAD   -  KARTHAUS (1981)
 MA0288
 MA0288                         *CURRENT SURVEY CONTROL
 MA0288  ___________________________________________________________________
 MA0288* NAD 83(1986)-  41 05 36.     (N)    078 03 41.     (W)     SCALED    
 MA0288* NAVD 88     -       458.607  (meters)    1504.61   (feet)  ADJUSTED  
 MA0288  ___________________________________________________________________
 MA0288  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 MA0288  DYNAMIC HT  -         458.386 (meters)    1503.89  (feet)  COMP
 MA0288  MODELED GRAV-     980,127.5   (mgal)                       NAVD 88
 MA0288
 MA0288  VERT ORDER  -  SECOND    CLASS 0
 MA0288
 MA0288.The horizontal coordinates were scaled from a topographic map and have
 MA0288.an estimated accuracy of +/- 6 seconds.
 MA0288
 MA0288.The orthometric height was determined by differential leveling
 MA0288.and adjusted by the National Geodetic Survey in June 1991..
 MA0288
 MA0288.The geoid height was determined by GEOID03.
 MA0288
 MA0288.The dynamic height is computed by dividing the NAVD 88
 MA0288.geopotential number by the normal gravity value computed on the
 MA0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0288.degrees latitude (g = 980.6199 gals.).
 MA0288
 MA0288.The modeled gravity was interpolated from observed gravity values.
 MA0288
 MA0288;                    North         East    Units  Estimated Accuracy
 MA0288;SPC PA N     -   102,960.      573,840.      MT  (+/- 180 meters Scaled)
 MA0288
 MA0288                          SUPERSEDED SURVEY CONTROL
 MA0288
 MA0288  NGVD 29 (??/??/92)  458.772  (m)         1505.15   (f) ADJ UNCH    2 0
 MA0288
 MA0288.Superseded values are not recommended for survey control.
 MA0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0288.See file dsdata.txt to determine how the superseded data were derived.
 MA0288
 MA0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF468532(NAD 83)
 MA0288_MARKER: DB = BENCH MARK DISK
 MA0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0288_STAMPING: B 23 1934
 MA0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0288+STABILITY: SURFACE MOTION
 MA0288
 MA0288  HISTORY     - Date     Condition        Report By
 MA0288  HISTORY     - 1934     MONUMENTED       CGS
 MA0288  HISTORY     - 1959     MARK NOT FOUND   NGS
 MA0288
 MA0288                          STATION DESCRIPTION
 MA0288
 MA0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MA0288'3.6 MI SE FROM KARTHAUS.
 MA0288'IN CENTRE COUNTY, 3.6 MILES SOUTHEAST ALONG STATE HIGHWAY 879
 MA0288'FROM KARTHAUS, CLEARFIELD COUNTY, 780 FEET SOUTHEAST ALONG THE
 MA0288'HIGHWAY FROM THE HOUSE OF C.L. HOBER, 156 FEET WEST OF STATION
 MA0288'315+00, 60 FEET EAST OF A 15-INCH PINE TREE WHICH IS 54 FEET SOUTH
 MA0288'OF THE CENTERLINE OF THE HIGHWAY, 51 FEET EAST-SOUTHEAST OF A
 MA0288'24-INCH OAK TREE, 40 FEET SOUTH OF THE CENTERLINE OF THE FINISHED
 MA0288'GRADE, 15 FEET SOUTHWEST OF A 27-INCH PINE TREE, AND ABOUT 2 FEET
 MA0288'HIGHER THAN THE CENTERLINE OF THE FINISHED GRADE.  A STANDARD
 MA0288'DISK, STAMPED B 23 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1397 ***********************************************************************
 LY1397  DESIGNATION -  B 230
 LY1397  PID         -  LY1397
 LY1397  STATE/COUNTY-  PA/LUZERNE
 LY1397  USGS QUAD   -  AVOCA (1994)
 LY1397
 LY1397                         *CURRENT SURVEY CONTROL
 LY1397  ___________________________________________________________________
 LY1397* NAD 83(1986)-  41 19 19.     (N)    075 44 54.     (W)     SCALED    
 LY1397* NAVD 88     -       228.107  (meters)     748.38   (feet)  ADJUSTED  
 LY1397  ___________________________________________________________________
 LY1397  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 LY1397  DYNAMIC HT  -         228.016 (meters)     748.08  (feet)  COMP
 LY1397  MODELED GRAV-     980,219.5   (mgal)                       NAVD 88
 LY1397
 LY1397  VERT ORDER  -  SECOND    CLASS 0
 LY1397
 LY1397.The horizontal coordinates were scaled from a topographic map and have
 LY1397.an estimated accuracy of +/- 6 seconds.
 LY1397
 LY1397.The orthometric height was determined by differential leveling
 LY1397.and adjusted by the National Geodetic Survey in June 1991..
 LY1397
 LY1397.The geoid height was determined by GEOID03.
 LY1397
 LY1397.The dynamic height is computed by dividing the NAVD 88
 LY1397.geopotential number by the normal gravity value computed on the
 LY1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1397.degrees latitude (g = 980.6199 gals.).
 LY1397
 LY1397.The modeled gravity was interpolated from observed gravity values.
 LY1397
 LY1397;                    North         East    Units  Estimated Accuracy
 LY1397;SPC PA N     -   130,230.      767,570.      MT  (+/- 180 meters Scaled)
 LY1397
 LY1397                          SUPERSEDED SURVEY CONTROL
 LY1397
 LY1397  NGVD 29 (??/??/92)  228.292  (m)          748.99   (f) ADJ UNCH    2 0
 LY1397
 LY1397.Superseded values are not recommended for survey control.
 LY1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1397.See file dsdata.txt to determine how the superseded data were derived.
 LY1397
 LY1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL373747(NAD 83)
 LY1397_MARKER: DD = SURVEY DISK
 LY1397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1397_SP_SET: BRIDGE
 LY1397_STAMPING: B 230 1959
 LY1397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1397
 LY1397  HISTORY     - Date     Condition        Report By
 LY1397  HISTORY     - 1959     MONUMENTED       PADH
 LY1397  HISTORY     - 1959     GOOD             NGS
 LY1397  HISTORY     - 19940330 MARK NOT FOUND   LOCENG
 LY1397
 LY1397                          STATION DESCRIPTION
 LY1397
 LY1397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LY1397'6.6 MI NE FROM WILKES BARRE.
 LY1397'6.60 MILES NORTH EAST ALONG STATE HY. 315 FROM THE JUNCTION OF
 LY1397'STATE HYS 315 AND 115 AT THE VETERANS HOSPITAL IN WILKES BARRE,
 LY1397'SET IN TOP OF THE SOUTH WING-WALL FOR SOUTH EAST ABUTMENT OF A
 LY1397'28 FOOT BRIDGE OVER A CREEK, 60 FEET NORTH EAST OF THE CENTERLINE
 LY1397'OF A BLACK TOP ROAD SOUTH EAST, 30 FEET SOUTH EAST OF THE
 LY1397'CENTERLINE OF THE HIGHWAY, (SOUTH WEST EDGE OF THE CITY OF
 LY1397'DU PONT), 4 FEET BELOW HY. 315.
 LY1397
 LY1397                          STATION RECOVERY (1994)
 LY1397
 LY1397'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLM)
 LY1397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1471 ***********************************************************************
 LY1471  DESIGNATION -  B 231
 LY1471  PID         -  LY1471
 LY1471  STATE/COUNTY-  PA/LUZERNE
 LY1471  USGS QUAD   -  WILKES-BARRE WEST (1990)
 LY1471
 LY1471                         *CURRENT SURVEY CONTROL
 LY1471  ___________________________________________________________________
 LY1471* NAD 83(1986)-  41 08 20.     (N)    075 58 43.     (W)     SCALED    
 LY1471* NAVD 88     -       361.430  (meters)    1185.79   (feet)  ADJUSTED  
 LY1471  ___________________________________________________________________
 LY1471  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 LY1471  DYNAMIC HT  -         361.272 (meters)    1185.27  (feet)  COMP
 LY1471  MODELED GRAV-     980,175.8   (mgal)                       NAVD 88
 LY1471
 LY1471  VERT ORDER  -  SECOND    CLASS 0
 LY1471
 LY1471.The horizontal coordinates were scaled from a topographic map and have
 LY1471.an estimated accuracy of +/- 6 seconds.
 LY1471
 LY1471.The orthometric height was determined by differential leveling
 LY1471.and adjusted by the National Geodetic Survey in June 1991..
 LY1471
 LY1471.The geoid height was determined by GEOID03.
 LY1471
 LY1471.The dynamic height is computed by dividing the NAVD 88
 LY1471.geopotential number by the normal gravity value computed on the
 LY1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1471.degrees latitude (g = 980.6199 gals.).
 LY1471
 LY1471.The modeled gravity was interpolated from observed gravity values.
 LY1471
 LY1471;                    North         East    Units  Estimated Accuracy
 LY1471;SPC PA N     -   109,490.      748,710.      MT  (+/- 180 meters Scaled)
 LY1471
 LY1471                          SUPERSEDED SURVEY CONTROL
 LY1471
 LY1471  NGVD 29 (??/??/92)  361.614  (m)         1186.40   (f) ADJ UNCH    2 0
 LY1471
 LY1471.Superseded values are not recommended for survey control.
 LY1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1471.See file dsdata.txt to determine how the superseded data were derived.
 LY1471
 LY1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL178546(NAD 83)
 LY1471_MARKER: DB = BENCH MARK DISK
 LY1471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1471_SP_SET: CULVERT
 LY1471_STAMPING: B 231 1959
 LY1471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1471
 LY1471  HISTORY     - Date     Condition        Report By
 LY1471  HISTORY     - 1959     MONUMENTED       CGS
 LY1471
 LY1471                          STATION DESCRIPTION
 LY1471
 LY1471'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1471'1.6 MI SW FROM RICE.
 LY1471'0.45 MILE WEST AND SOUTH WEST ALONG BLACKTOP ROAD FROM THE RICE
 LY1471'FIRE DEPARTMENT BLDG. AND THE PINE VIEW INN TO ROAD JUNCTION
 LY1471'(0.05 MILE SOUTH WEST OF A Y BLACKTOP ROAD JUNCTION) THENCE 1.20
 LY1471'MILE SOUTH WEST ALONG A BLACKTOP ROAD TO A BLACKTOP ROAD
 LY1471'CROSSING, 30 FEET WEST OF THE CENTERLINE OF THE BLACKTOP ROAD
 LY1471'CROSSING, 18 FEET NORTH WEST OF THE CENTERLINE OF ONE BLACKTOP
 LY1471'ROAD, 18 FEET SOUTH WEST OF THE CENTERLINE OF ONE BLACKTOP ROAD,
 LY1471'SET IN THE TOP CENTER OF A BACK WALL FOR A CULVERT IN THE WEST
 LY1471'CORNER OF THE INTERSECTION, 1 FOOT EAST OF A RETAINING WALL FOR
 LY1471'A YARD, 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0355 ***********************************************************************
 KW0355  DESIGNATION -  B 232
 KW0355  PID         -  KW0355
 KW0355  STATE/COUNTY-  PA/SCHUYLKILL
 KW0355  USGS QUAD   -  SHENANDOAH (1977)
 KW0355
 KW0355                         *CURRENT SURVEY CONTROL
 KW0355  ___________________________________________________________________
 KW0355* NAD 83(1986)-  40 48 21.     (N)    076 07 56.     (W)     SCALED    
 KW0355* NAVD 88     -       501.726  (meters)    1646.08   (feet)  ADJUSTED  
 KW0355  ___________________________________________________________________
 KW0355  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KW0355  DYNAMIC HT  -         501.471 (meters)    1645.24  (feet)  COMP
 KW0355  MODELED GRAV-     980,100.6   (mgal)                       NAVD 88
 KW0355
 KW0355  VERT ORDER  -  SECOND    CLASS 0
 KW0355
 KW0355.The horizontal coordinates were scaled from a topographic map and have
 KW0355.an estimated accuracy of +/- 6 seconds.
 KW0355
 KW0355.The orthometric height was determined by differential leveling
 KW0355.and adjusted by the National Geodetic Survey in June 1991..
 KW0355
 KW0355.The geoid height was determined by GEOID03.
 KW0355
 KW0355.The dynamic height is computed by dividing the NAVD 88
 KW0355.geopotential number by the normal gravity value computed on the
 KW0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0355.degrees latitude (g = 980.6199 gals.).
 KW0355
 KW0355.The modeled gravity was interpolated from observed gravity values.
 KW0355
 KW0355;                    North         East    Units  Estimated Accuracy
 KW0355;SPC PA S     -   164,750.      736,500.      MT  (+/- 180 meters Scaled)
 KW0355
 KW0355                          SUPERSEDED SURVEY CONTROL
 KW0355
 KW0355  NGVD 29 (??/??/??)  501.928  (m)         1646.74   (f) ADJUSTED    2 0
 KW0355
 KW0355.Superseded values are not recommended for survey control.
 KW0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0355.See file dsdata.txt to determine how the superseded data were derived.
 KW0355
 KW0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL044178(NAD 83)
 KW0355_MARKER: DB = BENCH MARK DISK
 KW0355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0355_SP_SET: WALL
 KW0355_STAMPING: B 232 1959
 KW0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0355
 KW0355  HISTORY     - Date     Condition        Report By
 KW0355  HISTORY     - 1959     MONUMENTED       CGS
 KW0355
 KW0355                          STATION DESCRIPTION
 KW0355
 KW0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW0355'5.7 MI E FROM FRACKVILLE.
 KW0355'ABOUT 5.70 MILE EAST ALONG A BLACKTOP ROAD FROM THE GOODWILL FIRE
 KW0355'CO. STATION AT FRACKVILLE, SET IN THE TOP AND 1 1/2 FEET EAST OF
 KW0355'THE WEST END OF A RETAINING WALL ALONG THE SOUTH SIDE OF A
 KW0355'CEMETERY, 0.05 MILE WEST OF THE ENTRANCE TO THE CEMETERY, 0.10
 KW0355'MILE WEST OF A RAILROAD CROSSING, 21 FEET NORTH OF THE CENTERLINE
 KW0355'OF THE BLACKTOP ROAD, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0330 ***********************************************************************
 KW0330  DESIGNATION -  B 233
 KW0330  PID         -  KW0330
 KW0330  STATE/COUNTY-  PA/SCHUYLKILL
 KW0330  USGS QUAD   -  DELANO (1976)
 KW0330
 KW0330                         *CURRENT SURVEY CONTROL
 KW0330  ___________________________________________________________________
 KW0330* NAD 83(1986)-  40 51 14.     (N)    076 02 27.     (W)     SCALED    
 KW0330* NAVD 88     -       502.822  (meters)    1649.68   (feet)  ADJUSTED  
 KW0330  ___________________________________________________________________
 KW0330  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KW0330  DYNAMIC HT  -         502.569 (meters)    1648.85  (feet)  COMP
 KW0330  MODELED GRAV-     980,105.3   (mgal)                       NAVD 88
 KW0330
 KW0330  VERT ORDER  -  SECOND    CLASS 0
 KW0330
 KW0330.The horizontal coordinates were scaled from a topographic map and have
 KW0330.an estimated accuracy of +/- 6 seconds.
 KW0330
 KW0330.The orthometric height was determined by differential leveling
 KW0330.and adjusted by the National Geodetic Survey in June 1991..
 KW0330
 KW0330.The geoid height was determined by GEOID03.
 KW0330
 KW0330.The dynamic height is computed by dividing the NAVD 88
 KW0330.geopotential number by the normal gravity value computed on the
 KW0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0330.degrees latitude (g = 980.6199 gals.).
 KW0330
 KW0330.The modeled gravity was interpolated from observed gravity values.
 KW0330
 KW0330;                    North         East    Units  Estimated Accuracy
 KW0330;SPC PA S     -   170,230.      744,110.      MT  (+/- 180 meters Scaled)
 KW0330
 KW0330                          SUPERSEDED SURVEY CONTROL
 KW0330
 KW0330  NGVD 29 (??/??/??)  503.011  (m)         1650.30   (f) ADJUSTED    2 0
 KW0330
 KW0330.Superseded values are not recommended for survey control.
 KW0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0330.See file dsdata.txt to determine how the superseded data were derived.
 KW0330
 KW0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL122230(NAD 83)
 KW0330_MARKER: DB = BENCH MARK DISK
 KW0330_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0330_SP_SET: SIGNAL BASE
 KW0330_STAMPING: B 233 1959
 KW0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0330
 KW0330  HISTORY     - Date     Condition        Report By
 KW0330  HISTORY     - 1959     MONUMENTED       CGS
 KW0330
 KW0330                          STATION DESCRIPTION
 KW0330
 KW0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW0330'3.2 MI NE FROM DELANO.
 KW0330'ABOUT 0.10 MILE NORTH EAST ALONG BLACKTOP ROAD FROM THE DELANO
 KW0330'UNION CHURCH TO RAILROAD CROSSING THENCE 3.05 MILE EAST ALONG
 KW0330'NORTH MOST TRACK, SET IN TOP CENTER OF AN ABANDONED SIGNAL BASE,
 KW0330'ABOUT 100 YARDS WEST OF THE WEST END OF A CUT, 12 FEET NORTH OF
 KW0330'THE NORTH RAIL.  2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1194 ***********************************************************************
 LY1194  DESIGNATION -  B 234
 LY1194  PID         -  LY1194
 LY1194  STATE/COUNTY-  PA/WAYNE
 LY1194  USGS QUAD   -  NEWFOUNDLAND (1992)
 LY1194
 LY1194                         *CURRENT SURVEY CONTROL
 LY1194  ___________________________________________________________________
 LY1194* NAD 83(1986)-  41 20 09.     (N)    075 20 25.     (W)     SCALED    
 LY1194* NAVD 88     -       381.945  (meters)    1253.10   (feet)  ADJUSTED  
 LY1194  ___________________________________________________________________
 LY1194  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 LY1194  DYNAMIC HT  -         381.771 (meters)    1252.53  (feet)  COMP
 LY1194  MODELED GRAV-     980,157.2   (mgal)                       NAVD 88
 LY1194
 LY1194  VERT ORDER  -  SECOND    CLASS 0
 LY1194
 LY1194.The horizontal coordinates were scaled from a topographic map and have
 LY1194.an estimated accuracy of +/- 6 seconds.
 LY1194
 LY1194.The orthometric height was determined by differential leveling
 LY1194.and adjusted by the National Geodetic Survey in June 1991..
 LY1194
 LY1194.The geoid height was determined by GEOID03.
 LY1194
 LY1194.The dynamic height is computed by dividing the NAVD 88
 LY1194.geopotential number by the normal gravity value computed on the
 LY1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1194.degrees latitude (g = 980.6199 gals.).
 LY1194
 LY1194.The modeled gravity was interpolated from observed gravity values.
 LY1194
 LY1194;                    North         East    Units  Estimated Accuracy
 LY1194;SPC PA N     -   132,650.      801,680.      MT  (+/- 180 meters Scaled)
 LY1194
 LY1194                          SUPERSEDED SURVEY CONTROL
 LY1194
 LY1194  NGVD 29 (??/??/92)  382.149  (m)         1253.77   (f) ADJ UNCH    2 0
 LY1194
 LY1194.Superseded values are not recommended for survey control.
 LY1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1194.See file dsdata.txt to determine how the superseded data were derived.
 LY1194
 LY1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL715760(NAD 83)
 LY1194_MARKER: DB = BENCH MARK DISK
 LY1194_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1194_SP_SET: ABUTMENT
 LY1194_STAMPING: B 234 1959
 LY1194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1194
 LY1194  HISTORY     - Date     Condition        Report By
 LY1194  HISTORY     - 1959     MONUMENTED       CGS
 LY1194
 LY1194                          STATION DESCRIPTION
 LY1194
 LY1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1194'3.5 MI NE FROM STERLING.
 LY1194'1.40 MILE EAST-NORTH EAST ALONG COUNTY ROAD 63005 IN STERLING
 LY1194'THENCE 1.80 MILE SOUTH EAST ALONG ROUTE 90 THENCE 0.30 MILE
 LY1194'NORTH EAST ALONG T 328, SET IN THE SOUTH WEST WINGWALL OF THE
 LY1194'NORTH WEST ABUTMENT FOR BRIDGE, 13 FEET NORTH WEST OF THE
 LY1194'CENTERLINE OF THE ROAD, 11 FEET NORTH EAST FROM THE END OF THE
 LY1194'GUARD RAIL, AND SOUTH WEST BANK OF RIVER, ABOUT LEVEL WITH THE
 LY1194'ROAD.  NOTE-- BM IS ON THE WAYNE AND PIKE COUNTY LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0301 ***********************************************************************
 KW0301  DESIGNATION -  B 235
 KW0301  PID         -  KW0301
 KW0301  STATE/COUNTY-  PA/SCHUYLKILL
 KW0301  USGS QUAD   -  SHENANDOAH (1977)
 KW0301
 KW0301                         *CURRENT SURVEY CONTROL
 KW0301  ___________________________________________________________________
 KW0301* NAD 83(1986)-  40 47 49.     (N)    076 12 11.     (W)     SCALED    
 KW0301* NAVD 88     -       388.298  (meters)    1273.94   (feet)  ADJUSTED  
 KW0301  ___________________________________________________________________
 KW0301  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KW0301  DYNAMIC HT  -         388.102 (meters)    1273.30  (feet)  COMP
 KW0301  MODELED GRAV-     980,109.8   (mgal)                       NAVD 88
 KW0301
 KW0301  VERT ORDER  -  SECOND    CLASS 0
 KW0301
 KW0301.The horizontal coordinates were scaled from a topographic map and have
 KW0301.an estimated accuracy of +/- 6 seconds.
 KW0301
 KW0301.The orthometric height was determined by differential leveling
 KW0301.and adjusted by the National Geodetic Survey in June 1991..
 KW0301
 KW0301.The geoid height was determined by GEOID03.
 KW0301
 KW0301.The dynamic height is computed by dividing the NAVD 88
 KW0301.geopotential number by the normal gravity value computed on the
 KW0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0301.degrees latitude (g = 980.6199 gals.).
 KW0301
 KW0301.The modeled gravity was interpolated from observed gravity values.
 KW0301
 KW0301;                    North         East    Units  Estimated Accuracy
 KW0301;SPC PA S     -   163,660.      730,540.      MT  (+/- 180 meters Scaled)
 KW0301
 KW0301                          SUPERSEDED SURVEY CONTROL
 KW0301
 KW0301  NGVD 29 (??/??/??)  388.505  (m)         1274.62   (f) ADJUSTED    2 0
 KW0301
 KW0301.Superseded values are not recommended for survey control.
 KW0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0301.See file dsdata.txt to determine how the superseded data were derived.
 KW0301
 KW0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL985169(NAD 83)
 KW0301_MARKER: DB = BENCH MARK DISK
 KW0301_SETTING: 66 = SET IN ROCK OUTCROP
 KW0301_SP_SET: ROCK OUTCROP
 KW0301_STAMPING: B 235 1959
 KW0301_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW0301+STABILITY: POSITION/ELEVATION WELL
 KW0301
 KW0301  HISTORY     - Date     Condition        Report By
 KW0301  HISTORY     - 1959     MONUMENTED       CGS
 KW0301
 KW0301                          STATION DESCRIPTION
 KW0301
 KW0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW0301'0.9 MI S FROM BEAR RUN JUNCTION.
 KW0301'ABOUT 0.9 MILE SOUTH ALONG THE RAILROAD FROM BEAR RUN JUNCTION
 KW0301'ON THE RAILROAD FROM BEAR RUN JUNCTION TO FRACKVILLE, SET IN AN
 KW0301'OUTCROPING ROCK OF A RAILROAD CUT, 25 FEET NORTH OF THE NORTH
 KW0301'RAIL AND ABOUT 4 FEET ABOVE THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0633 ***********************************************************************
 LY0633  DESIGNATION -  B 236
 LY0633  PID         -  LY0633
 LY0633  STATE/COUNTY-  PA/PIKE
 LY0633  USGS QUAD   -  MILFORD (1995)
 LY0633
 LY0633                         *CURRENT SURVEY CONTROL
 LY0633  ___________________________________________________________________
 LY0633* NAD 83(1986)-  41 20 06.     (N)    074 49 32.     (W)     SCALED    
 LY0633* NAVD 88     -       244.807  (meters)     803.17   (feet)  ADJUSTED  
 LY0633  ___________________________________________________________________
 LY0633  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 LY0633  DYNAMIC HT  -         244.700 (meters)     802.82  (feet)  COMP
 LY0633  MODELED GRAV-     980,183.5   (mgal)                       NAVD 88
 LY0633
 LY0633  VERT ORDER  -  FIRST     CLASS II
 LY0633
 LY0633.The horizontal coordinates were scaled from a topographic map and have
 LY0633.an estimated accuracy of +/- 6 seconds.
 LY0633
 LY0633.The orthometric height was determined by differential leveling
 LY0633.and adjusted by the National Geodetic Survey in June 1991..
 LY0633
 LY0633.The geoid height was determined by GEOID03.
 LY0633
 LY0633.The dynamic height is computed by dividing the NAVD 88
 LY0633.geopotential number by the normal gravity value computed on the
 LY0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0633.degrees latitude (g = 980.6199 gals.).
 LY0633
 LY0633.The modeled gravity was interpolated from observed gravity values.
 LY0633
 LY0633;                    North         East    Units  Estimated Accuracy
 LY0633;SPC PA N     -   133,880.      844,740.      MT  (+/- 180 meters Scaled)
 LY0633
 LY0633                          SUPERSEDED SURVEY CONTROL
 LY0633
 LY0633  NGVD 29 (??/??/92)  244.981  (m)          803.74   (f) ADJ UNCH    1 2
 LY0633
 LY0633.Superseded values are not recommended for survey control.
 LY0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0633.See file dsdata.txt to determine how the superseded data were derived.
 LY0633
 LY0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL145759(NAD 83)
 LY0633_MARKER: DB = BENCH MARK DISK
 LY0633_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0633_SP_SET: BRIDGE
 LY0633_STAMPING: B 236 1959 PDH
 LY0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0633_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0633+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2005
 LY0633
 LY0633  HISTORY     - Date     Condition        Report By
 LY0633  HISTORY     - 1959     MONUMENTED       PADH
 LY0633  HISTORY     - 1959     GOOD             NGS
 LY0633  HISTORY     - 1978     GOOD             NGS
 LY0633  HISTORY     - 20050301 GOOD             HERBER
 LY0633
 LY0633                          STATION DESCRIPTION
 LY0633
 LY0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LY0633'1.7 MI NW FROM MILFORD.
 LY0633'0.20 MILE SOUTH WEST ALONG U.S. 6 (HIGH ST.) FROM THE COURT HOUSE
 LY0633'IN MILFORD THENCE 1.50 MILE NORTH WEST ON U.S. 6 (HARTFORD ST.),
 LY0633'SET IN THE TOP CENTER OF THE EAST WINGWALL FOR THE NORTH HEADWALL
 LY0633'OF A 75 FOOT CONCRETE BRIDGE OVER SAW KILL CREEK, 21 FEET WEST
 LY0633'OF THE CENTERLINE OF U.S. 6, ABOUT 1 FOOT BELOW THE LEVEL OF
 LY0633'THE HIGHWAY.
 LY0633
 LY0633                          STATION RECOVERY (1978)
 LY0633
 LY0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LY0633'RECOVERED IN GOOD CONDITION.
 LY0633
 LY0633                          STATION RECOVERY (2005)
 LY0633
 LY0633'RECOVERY NOTE BY HERBERT, ROWLAND AND GRUBIC 2005
 LY0633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1137 ***********************************************************************
 LY1137  DESIGNATION -  B 237
 LY1137  PID         -  LY1137
 LY1137  STATE/COUNTY-  PA/PIKE
 LY1137  USGS QUAD   -  EDGEMERE (1992)
 LY1137
 LY1137                         *CURRENT SURVEY CONTROL
 LY1137  ___________________________________________________________________
 LY1137* NAD 83(1986)-  41 21 05.     (N)    074 59 53.     (W)     SCALED    
 LY1137* NAVD 88     -       386.301  (meters)    1267.39   (feet)  ADJUSTED  
 LY1137  ___________________________________________________________________
 LY1137  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 LY1137  DYNAMIC HT  -         386.125 (meters)    1266.81  (feet)  COMP
 LY1137  MODELED GRAV-     980,157.0   (mgal)                       NAVD 88
 LY1137
 LY1137  VERT ORDER  -  SECOND    CLASS 0
 LY1137
 LY1137.The horizontal coordinates were scaled from a topographic map and have
 LY1137.an estimated accuracy of +/- 6 seconds.
 LY1137
 LY1137.The orthometric height was determined by differential leveling
 LY1137.and adjusted by the National Geodetic Survey in June 1991..
 LY1137
 LY1137.The geoid height was determined by GEOID03.
 LY1137
 LY1137.The dynamic height is computed by dividing the NAVD 88
 LY1137.geopotential number by the normal gravity value computed on the
 LY1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1137.degrees latitude (g = 980.6199 gals.).
 LY1137
 LY1137.The modeled gravity was interpolated from observed gravity values.
 LY1137
 LY1137;                    North         East    Units  Estimated Accuracy
 LY1137;SPC PA N     -   135,230.      830,250.      MT  (+/- 180 meters Scaled)
 LY1137
 LY1137                          SUPERSEDED SURVEY CONTROL
 LY1137
 LY1137  NGVD 29 (??/??/92)  386.476  (m)         1267.96   (f) ADJ UNCH    2 0
 LY1137
 LY1137.Superseded values are not recommended for survey control.
 LY1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1137.See file dsdata.txt to determine how the superseded data were derived.
 LY1137
 LY1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL001777(NAD 83)
 LY1137_MARKER: DB = BENCH MARK DISK
 LY1137_SETTING: 66 = SET IN ROCK OUTCROP
 LY1137_SP_SET: ROCK LEDGE
 LY1137_STAMPING: B 237 1959
 LY1137_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY1137+STABILITY: POSITION/ELEVATION WELL
 LY1137
 LY1137  HISTORY     - Date     Condition        Report By
 LY1137  HISTORY     - 1959     MONUMENTED       CGS
 LY1137  HISTORY     - 1964     MARK NOT FOUND   USE
 LY1137
 LY1137                          STATION DESCRIPTION
 LY1137
 LY1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1137'12.6 MI NW FROM MILFORD.
 LY1137'0.20 MILE SOUTH WEST ALONG U.S. 6 (HIGH ST.) FROM THE COURT
 LY1137'HOUSE IN MILFORD THENCE 8.45 MILE NORTH WEST ALONG U.S. 6 TO A
 LY1137'BLACKTOP ROAD SOUTH THENCE 0.15 MILE SOUTH ON BLACKTOP ROAD TO A
 LY1137'Y INTERSECTION THENCE 1.30 MILE SOUTH-SOUTH WEST ON BLACKTOP
 LY1137'ROAD THENCE 1.50 MILE SOUTH WEST ON A GRAVEL ROAD UNDER CONSTRUCTION
 LY1137'FOR BLACKTOPING THENCE 0.35 MILE SOUTH WEST ACROSS FIELD TO
 LY1137'A 237 THENCE 0.15 MILE SOUTH WEST ON SIDE OF FIELD TO A GATE
 LY1137'THENCE ON TRAIL (OLD ROAD) FOR 0.5 MILE TO A ROCK BLUFF ON THE
 LY1137'RIGHT, BM IS ON TOP OF ROCK AT GAP IN BLUFF WALL ABOUT 14 FEET
 LY1137'ABOVE TRAIL.
 LY1137
 LY1137                          STATION RECOVERY (1964)
 LY1137
 LY1137'RECOVERY NOTE BY US ENGINEERS 1964
 LY1137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0511 ***********************************************************************
 MA0511  DESIGNATION -  B 238
 MA0511  PID         -  MA0511
 MA0511  STATE/COUNTY-  PA/CLEARFIELD
 MA0511  USGS QUAD   -  LUTHERSBURG (1986)
 MA0511
 MA0511                         *CURRENT SURVEY CONTROL
 MA0511  ___________________________________________________________________
 MA0511* NAD 83(1986)-  41 07 28.     (N)    078 43 00.     (W)     SCALED    
 MA0511* NAVD 88     -       434.650  (meters)    1426.01   (feet)  ADJUSTED  
 MA0511  ___________________________________________________________________
 MA0511  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 MA0511  DYNAMIC HT  -         434.444 (meters)    1425.34  (feet)  COMP
 MA0511  MODELED GRAV-     980,135.8   (mgal)                       NAVD 88
 MA0511
 MA0511  VERT ORDER  -  SECOND    CLASS 0
 MA0511
 MA0511.The horizontal coordinates were scaled from a topographic map and have
 MA0511.an estimated accuracy of +/- 6 seconds.
 MA0511
 MA0511.The orthometric height was determined by differential leveling
 MA0511.and adjusted by the National Geodetic Survey in June 1991..
 MA0511
 MA0511.The geoid height was determined by GEOID03.
 MA0511
 MA0511.The dynamic height is computed by dividing the NAVD 88
 MA0511.geopotential number by the normal gravity value computed on the
 MA0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0511.degrees latitude (g = 980.6199 gals.).
 MA0511
 MA0511.The modeled gravity was interpolated from observed gravity values.
 MA0511
 MA0511;                    North         East    Units  Estimated Accuracy
 MA0511;SPC PA N     -   106,820.      518,830.      MT  (+/- 180 meters Scaled)
 MA0511
 MA0511                          SUPERSEDED SURVEY CONTROL
 MA0511
 MA0511  NGVD 29 (??/??/92)  434.781  (m)         1426.44   (f) ADJ UNCH    2 0
 MA0511
 MA0511.Superseded values are not recommended for survey control.
 MA0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0511.See file dsdata.txt to determine how the superseded data were derived.
 MA0511
 MA0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF916550(NAD 83)
 MA0511_MARKER: DB = BENCH MARK DISK
 MA0511_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0511_SP_SET: CULVERT
 MA0511_STAMPING: B 238
 MA0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0511
 MA0511  HISTORY     - Date     Condition        Report By
 MA0511  HISTORY     - UNK      MONUMENTED       CGS
 MA0511  HISTORY     - 1959     GOOD             NGS
 MA0511
 MA0511                          STATION DESCRIPTION
 MA0511
 MA0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MA0511'2.5 MI SE FROM DU BOIS.
 MA0511'0.35 MILE NORTH EAST ALONG STATE HY. 219 FROM THE DU BOIS
 MA0511'HIGH SCHOOL THENCE 2.15 MILE SOUTH EAST ALONG STATE HY. 255 TO
 MA0511'THE JUNCTION OF THE OLD AND NEW HIGHWAY 255, SET IN CULVERT ON
 MA0511'THE NORTH EAST SIDE OF HIGHWAY AT BLACKTOP ROAD JUNCTION, 20 FEET
 MA0511'NORTH OF THE CENTERLINE OF HIGHWAY 255, 24 FEET SOUTH WEST OF
 MA0511'OF THE CENTERLINE OF THE JUNCTION OF HIGHWAY AND BLACKTOP ROAD,
 MA0511'41 FEET SOUTH EAST OF POWER POLE 97, ABOUT 1 FOOT BELOW THE
 MA0511'HIGHWAY.  NOTE-- ABOUT 0.2 MILE SOUTH EAST OF THE MAIN ENTRANCE
 MA0511'TO CEMETARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0256 ***********************************************************************
 MA0256  DESIGNATION -  B 239
 MA0256  PID         -  MA0256
 MA0256  STATE/COUNTY-  PA/CLEARFIELD
 MA0256  USGS QUAD   -  CLEARFIELD (1981)
 MA0256
 MA0256                         *CURRENT SURVEY CONTROL
 MA0256  ___________________________________________________________________
 MA0256* NAD 83(1986)-  41 03 50.     (N)    078 29 02.     (W)     SCALED    
 MA0256* NAVD 88     -       461.733  (meters)    1514.87   (feet)  ADJUSTED  
 MA0256  ___________________________________________________________________
 MA0256  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 MA0256  DYNAMIC HT  -         461.510 (meters)    1514.14  (feet)  COMP
 MA0256  MODELED GRAV-     980,127.3   (mgal)                       NAVD 88
 MA0256
 MA0256  VERT ORDER  -  SECOND    CLASS 0
 MA0256
 MA0256.The horizontal coordinates were scaled from a topographic map and have
 MA0256.an estimated accuracy of +/- 6 seconds.
 MA0256
 MA0256.The orthometric height was determined by differential leveling
 MA0256.and adjusted by the National Geodetic Survey in June 1991..
 MA0256
 MA0256.The geoid height was determined by GEOID03.
 MA0256
 MA0256.The dynamic height is computed by dividing the NAVD 88
 MA0256.geopotential number by the normal gravity value computed on the
 MA0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0256.degrees latitude (g = 980.6199 gals.).
 MA0256
 MA0256.The modeled gravity was interpolated from observed gravity values.
 MA0256
 MA0256;                    North         East    Units  Estimated Accuracy
 MA0256;SPC PA N     -    99,900.      538,320.      MT  (+/- 180 meters Scaled)
 MA0256
 MA0256                          SUPERSEDED SURVEY CONTROL
 MA0256
 MA0256  NGVD 29 (??/??/92)  461.878  (m)         1515.34   (f) ADJ UNCH    2 0
 MA0256
 MA0256.Superseded values are not recommended for survey control.
 MA0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0256.See file dsdata.txt to determine how the superseded data were derived.
 MA0256
 MA0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF114489(NAD 83)
 MA0256_MARKER: DB = BENCH MARK DISK
 MA0256_SETTING: 80 = SET IN A BOULDER
 MA0256_SP_SET: BOULDER
 MA0256_STAMPING: B 239 1959
 MA0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0256+STABILITY: SURFACE MOTION
 MA0256
 MA0256  HISTORY     - Date     Condition        Report By
 MA0256  HISTORY     - 1959     MONUMENTED       CGS
 MA0256
 MA0256                          STATION DESCRIPTION
 MA0256
 MA0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA0256'3.2 MI NW FROM CLEARFIELD.
 MA0256'3.15 MILE NORTHWEST ALONG STATE HIGHWAY 153 FROM THE CLEARFIELD
 MA0256'HOSPITAL IN CLEARFIELD, ABOUT 75 YARDS NORTHWEST OF A WOODS ROAD,
 MA0256'SET IN TOP AND 3 FEET NORTHWEST OF THE SOUTHEAST SIDE OF A BOULDER
 MA0256'WHICH IS COVERED WITH MOSS EXCEPT FOR THE EAST SIDE, 0.3 MILE
 MA0256'SOUTHEAST OF A POWER LINE CROSSING, 48 FEET NORTHEAST AND 6
 MA0256'FEET BELOW THE CENTERLINE OF THE HIGHWAY, 32 FEET NORTHEAST OF
 MA0256'A GUARD RAIL FENCE, 39 FEET NORTH OF A BREAK IN THE GUARD RAIL
 MA0256'(MAN MADE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0415 ***********************************************************************
 KX0415  DESIGNATION -  B 24
 KX0415  PID         -  KX0415
 KX0415  STATE/COUNTY-  PA/CAMBRIA
 KX0415  USGS QUAD   -  CRESSON (1984)
 KX0415
 KX0415                         *CURRENT SURVEY CONTROL
 KX0415  ___________________________________________________________________
 KX0415* NAD 83(1986)-  40 27 57.     (N)    078 35 31.     (W)     SCALED    
 KX0415* NAVD 88     -       630.084  (meters)    2067.20   (feet)  ADJUSTED  
 KX0415  ___________________________________________________________________
 KX0415  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KX0415  DYNAMIC HT  -         629.726 (meters)    2066.03  (feet)  COMP
 KX0415  MODELED GRAV-     980,036.7   (mgal)                       NAVD 88
 KX0415
 KX0415  VERT ORDER  -  FIRST     CLASS I
 KX0415
 KX0415.The horizontal coordinates were scaled from a topographic map and have
 KX0415.an estimated accuracy of +/- 6 seconds.
 KX0415
 KX0415.The orthometric height was determined by differential leveling
 KX0415.and adjusted by the National Geodetic Survey in June 1991..
 KX0415.WARNING-Repeat measurements at this control monument indicate possible
 KX0415.vertical movement.
 KX0415
 KX0415.The geoid height was determined by GEOID03.
 KX0415
 KX0415.The dynamic height is computed by dividing the NAVD 88
 KX0415.geopotential number by the normal gravity value computed on the
 KX0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0415.degrees latitude (g = 980.6199 gals.).
 KX0415
 KX0415.The modeled gravity was interpolated from observed gravity values.
 KX0415
 KX0415;                    North         East    Units  Estimated Accuracy
 KX0415;SPC PA S     -   126,090.      528,600.      MT  (+/- 180 meters Scaled)
 KX0415
 KX0415                          SUPERSEDED SURVEY CONTROL
 KX0415
 KX0415  NGVD 29 (??/??/92)  630.214  (m)         2067.63   (f) ADJ UNCH    1 1
 KX0415
 KX0415.Superseded values are not recommended for survey control.
 KX0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0415.See file dsdata.txt to determine how the superseded data were derived.
 KX0415
 KX0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE041822(NAD 83)
 KX0415_MARKER: DB = BENCH MARK DISK
 KX0415_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0415_SP_SET: ABUTMENT
 KX0415_STAMPING: B 24 1934
 KX0415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0415
 KX0415  HISTORY     - Date     Condition        Report By
 KX0415  HISTORY     - 1934     MONUMENTED       CGS
 KX0415  HISTORY     - 1966     GOOD             NGS
 KX0415  HISTORY     - 1967     GOOD             NGS
 KX0415
 KX0415                          STATION DESCRIPTION
 KX0415
 KX0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0415'0.6 MI N FROM CRESSON.
 KX0415'ABOUT 0.5 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX0415'THE U.S. HIGHWAY 22 OVERPASS AT CRESSON, THENCE 0.15 MILE WEST
 KX0415'ALONG THE LA JOSE BRANCH RAILROAD OF THE PENNSYLVANIA RAILROAD,
 KX0415'SET ON THE TOP OF THE SOUTH END OF THE EAST STONE ABUTMENT OF
 KX0415'AN OVERPASS OVER A STREET, 7.6 FEET SOUTH OF THE SOUTH RAIL
 KX0415'AND 2 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 KX0415
 KX0415                          STATION RECOVERY (1967)
 KX0415
 KX0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KX0415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0142 ***********************************************************************
 MA0142  DESIGNATION -  B 241
 MA0142  PID         -  MA0142
 MA0142  STATE/COUNTY-  PA/CLEARFIELD
 MA0142  USGS QUAD   -  CLEARFIELD (1981)
 MA0142
 MA0142                         *CURRENT SURVEY CONTROL
 MA0142  ___________________________________________________________________
 MA0142* NAD 83(1986)-  41 00 14.     (N)    078 23 03.     (W)     SCALED    
 MA0142* NAVD 88     -       391.690  (meters)    1285.07   (feet)  ADJUSTED  
 MA0142  ___________________________________________________________________
 MA0142  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 MA0142  DYNAMIC HT  -         391.500 (meters)    1284.45  (feet)  COMP
 MA0142  MODELED GRAV-     980,127.1   (mgal)                       NAVD 88
 MA0142
 MA0142  VERT ORDER  -  FIRST     CLASS I
 MA0142
 MA0142.The horizontal coordinates were scaled from a topographic map and have
 MA0142.an estimated accuracy of +/- 6 seconds.
 MA0142
 MA0142.The orthometric height was determined by differential leveling
 MA0142.and adjusted by the National Geodetic Survey in June 1991..
 MA0142
 MA0142.The geoid height was determined by GEOID03.
 MA0142
 MA0142.The dynamic height is computed by dividing the NAVD 88
 MA0142.geopotential number by the normal gravity value computed on the
 MA0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0142.degrees latitude (g = 980.6199 gals.).
 MA0142
 MA0142.The modeled gravity was interpolated from observed gravity values.
 MA0142
 MA0142;                    North         East    Units  Estimated Accuracy
 MA0142;SPC PA N     -    93,170.      546,650.      MT  (+/- 180 meters Scaled)
 MA0142
 MA0142                          SUPERSEDED SURVEY CONTROL
 MA0142
 MA0142  NGVD 29 (??/??/92)  391.854  (m)         1285.61   (f) ADJ UNCH    1 1
 MA0142
 MA0142.Superseded values are not recommended for survey control.
 MA0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0142.See file dsdata.txt to determine how the superseded data were derived.
 MA0142
 MA0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF199424(NAD 83)
 MA0142_MARKER: DB = BENCH MARK DISK
 MA0142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0142_SP_SET: CULVERT
 MA0142_STAMPING: B 241 1959
 MA0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0142
 MA0142  HISTORY     - Date     Condition        Report By
 MA0142  HISTORY     - 1959     MONUMENTED       CGS
 MA0142  HISTORY     - 1966     GOOD             NGS
 MA0142
 MA0142                          STATION DESCRIPTION
 MA0142
 MA0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MA0142'4 MI SE FROM CLEARFIELD.
 MA0142'ABOUT 4.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 322 FROM THE POST
 MA0142'OFIFCE A CLEARFIELD, 88 FEET EAST OF THE CENTER LINE OF THE
 MA0142'HIGHWAY, 38 1/2 FEET SOUTH OF THE CENTER LINE OF COUNTY ROAD
 MA0142'17053, SET IN THE CENTER OF THE TOP OF THE EAST CONCRETE HEAD
 MA0142'WALL OF AN 8-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY, 120
 MA0142'FEET EAST AND ACROSS THE HIGHWAY FROM BENCH MARK A 21,AND ABOUT
 MA0142'2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0973 ***********************************************************************
 LZ0973  DESIGNATION -  B 242
 LZ0973  PID         -  LZ0973
 LZ0973  STATE/COUNTY-  PA/UNION
 LZ0973  USGS QUAD   -  CARROLL (1973)
 LZ0973
 LZ0973                         *CURRENT SURVEY CONTROL
 LZ0973  ___________________________________________________________________
 LZ0973* NAD 83(1986)-  41 02 31.     (N)    077 07 40.     (W)     SCALED    
 LZ0973* NAVD 88     -       432.869  (meters)    1420.17   (feet)  ADJUSTED  
 LZ0973  ___________________________________________________________________
 LZ0973  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 LZ0973  DYNAMIC HT  -         432.657 (meters)    1419.48  (feet)  COMP
 LZ0973  MODELED GRAV-     980,121.4   (mgal)                       NAVD 88
 LZ0973
 LZ0973  VERT ORDER  -  SECOND    CLASS 0
 LZ0973
 LZ0973.The horizontal coordinates were scaled from a topographic map and have
 LZ0973.an estimated accuracy of +/- 6 seconds.
 LZ0973
 LZ0973.The orthometric height was determined by differential leveling
 LZ0973.and adjusted by the National Geodetic Survey in June 1991..
 LZ0973
 LZ0973.The geoid height was determined by GEOID03.
 LZ0973
 LZ0973.The dynamic height is computed by dividing the NAVD 88
 LZ0973.geopotential number by the normal gravity value computed on the
 LZ0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0973.degrees latitude (g = 980.6199 gals.).
 LZ0973
 LZ0973.The modeled gravity was interpolated from observed gravity values.
 LZ0973
 LZ0973;                    North         East    Units  Estimated Accuracy
 LZ0973;SPC PA N     -    97,390.      652,320.      MT  (+/- 180 meters Scaled)
 LZ0973
 LZ0973                          SUPERSEDED SURVEY CONTROL
 LZ0973
 LZ0973  NGVD 29 (??/??/92)  433.058  (m)         1420.79   (f) ADJ UNCH    2 0
 LZ0973
 LZ0973.Superseded values are not recommended for survey control.
 LZ0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0973.See file dsdata.txt to determine how the superseded data were derived.
 LZ0973
 LZ0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL211455(NAD 83)
 LZ0973_MARKER: DB = BENCH MARK DISK
 LZ0973_SETTING: 80 = SET IN A BOULDER
 LZ0973_SP_SET: BOULDER
 LZ0973_STAMPING: B 242 1960
 LZ0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0973+STABILITY: SURFACE MOTION
 LZ0973
 LZ0973  HISTORY     - Date     Condition        Report By
 LZ0973  HISTORY     - 1960     MONUMENTED       CGS
 LZ0973
 LZ0973                          STATION DESCRIPTION
 LZ0973
 LZ0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LZ0973'17.4 MI W FROM NEW COLUMBIA.
 LZ0973'4.1 MILES WEST ALONG COUNTY ROADS 59024 AND 59026 FROM THE
 LZ0973'JUNCTION OF A CITY ROAD LEADING TO THE WHITE DEER ELEMENTARY
 LZ0973'SCHOOL AT NEW COLUMBIA, THENCE 1.9 MILES NORTH ALONG COUNTY
 LZ0973'ROAD 59045, THENCE 11.4 MILES WEST ALONG COUNTY ROAD 59031, 0.9
 LZ0973'MILE WEST OF BENCH MARK A 242, 0.35 MILE EAST OF A CROSSROAD
 LZ0973'(COPPER MILL ROAD AND ROUTE 95 S. ZIMMERMAN ROAD N. 0.25 MILE
 LZ0973'WEST OF A TWO-STORY FRAME BUILDING, 165 FEET NORTHEAST OF POLE
 LZ0973'NO. J-5922, AT A LOCATION WHERE A POWER LINE CROSSES OVER THE
 LZ0973'ROAD, 105 FEET NORTH OF THE CENTERLINE OF THE ROAD, 22 FEET
 LZ0973'WEST OF A 12-INCH HICKORY TREE WITH A TRIANGULAR BLAZE, IN A
 LZ0973'10- BY 3-FOOT ROCK ON THE RIGHT SIDE OF THE ROAD, AND 2 FEET
 LZ0973'BELOW THE LEVEL OF THE ROAD.  A COAST AND GEODETIC SURVEY BENCH-MARK
 LZ0973'DISK, STAMPED B 242 1960.  NOTE-- THIS BENCH MARK CAN ALSO BE
 LZ0973'REACHED BY GOING 14.45 MILE WEST ALONG COUNTY ROAD 629 FROM
 LZ0973'THE JUNCTION OF THE ROAD AND U.S. HIGHWAY 15 AT WHITE DEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1331 ***********************************************************************
 LZ1331  DESIGNATION -  B 243
 LZ1331  PID         -  LZ1331
 LZ1331  STATE/COUNTY-  PA/CLINTON
 LZ1331  USGS QUAD   -  BEECH CREEK (1973)
 LZ1331
 LZ1331                         *CURRENT SURVEY CONTROL
 LZ1331  ___________________________________________________________________
 LZ1331* NAD 83(1986)-  41 00 23.     (N)    077 32 43.     (W)     SCALED    
 LZ1331* NAVD 88     -       257.170  (meters)     843.73   (feet)  ADJUSTED  
 LZ1331  ___________________________________________________________________
 LZ1331  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 LZ1331  DYNAMIC HT  -         257.050 (meters)     843.34  (feet)  COMP
 LZ1331  MODELED GRAV-     980,151.4   (mgal)                       NAVD 88
 LZ1331
 LZ1331  VERT ORDER  -  SECOND    CLASS 0
 LZ1331
 LZ1331.The horizontal coordinates were scaled from a topographic map and have
 LZ1331.an estimated accuracy of +/- 6 seconds.
 LZ1331
 LZ1331.The orthometric height was determined by differential leveling
 LZ1331.and adjusted by the National Geodetic Survey in June 1991..
 LZ1331
 LZ1331.The geoid height was determined by GEOID03.
 LZ1331
 LZ1331.The dynamic height is computed by dividing the NAVD 88
 LZ1331.geopotential number by the normal gravity value computed on the
 LZ1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1331.degrees latitude (g = 980.6199 gals.).
 LZ1331
 LZ1331.The modeled gravity was interpolated from observed gravity values.
 LZ1331
 LZ1331;                    North         East    Units  Estimated Accuracy
 LZ1331;SPC PA N     -    93,280.      617,220.      MT  (+/- 180 meters Scaled)
 LZ1331
 LZ1331                          SUPERSEDED SURVEY CONTROL
 LZ1331
 LZ1331  NGVD 29 (??/??/92)  257.372  (m)          844.39   (f) ADJ UNCH    2 0
 LZ1331
 LZ1331.Superseded values are not recommended for survey control.
 LZ1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1331.See file dsdata.txt to determine how the superseded data were derived.
 LZ1331
 LZ1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL859425(NAD 83)
 LZ1331_MARKER: DB = BENCH MARK DISK
 LZ1331_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1331_SP_SET: CULVERT
 LZ1331_STAMPING: B 243 1960
 LZ1331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1331
 LZ1331  HISTORY     - Date     Condition        Report By
 LZ1331  HISTORY     - 1960     MONUMENTED       CGS
 LZ1331  HISTORY     - 20041208 POOR             INDIV
 LZ1331
 LZ1331                          STATION DESCRIPTION
 LZ1331
 LZ1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LZ1331'0.9 MI SW FROM LAMAR.
 LZ1331'0.9 MILE SOUTHWEST ALONG STATE HIGHWAY 64 FROM THE LAMAR
 LZ1331'METHODIST CHURCH AT LAMAR, 1.1 MILES NORTHWEST OF BENCH MARK A
 LZ1331'243, 177 FEET WEST OF THE INTERSECTION OF STATE HIGHWAYS 64 AND
 LZ1331'780, 134 FEET EAST OF A TELEPHONE POLE, 71 FEET SOUTH OF
 LZ1331'TELEPHONE POLE NO. 265, 50 FEET SOUTHEAST OF A COUNTY LINE POST
 LZ1331'MARKED CLINTON-CENTRE, 22 FEET SOUTHEAST OF THE CENTERLINE OF
 LZ1331'THE HIGHWAY, AND IN THE NORTHEAST CORNER OF A BOX CULVERT.  A
 LZ1331'COAST AND GEODETIC SURVEY BENCH-MARK DISK, STAMPED B 243 1960.
 LZ1331
 LZ1331                          STATION RECOVERY (2004)
 LZ1331
 LZ1331'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JFH)
 LZ1331'RECOVERED AS DESCRIBED, BUT MONUMENT APPEARS TO HAVE BEEN DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1013 ***********************************************************************
 LZ1013  DESIGNATION -  B 244
 LZ1013  PID         -  LZ1013
 LZ1013  STATE/COUNTY-  PA/CLINTON
 LZ1013  USGS QUAD   -  MILL HALL (1986)
 LZ1013
 LZ1013                         *CURRENT SURVEY CONTROL
 LZ1013  ___________________________________________________________________
 LZ1013* NAD 83(1986)-  41 06 59.     (N)    077 28 03.     (W)     SCALED    
 LZ1013* NAVD 88     -       172.071  (meters)     564.54   (feet)  ADJUSTED  
 LZ1013  ___________________________________________________________________
 LZ1013  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 LZ1013  DYNAMIC HT  -         171.993 (meters)     564.28  (feet)  COMP
 LZ1013  MODELED GRAV-     980,169.8   (mgal)                       NAVD 88
 LZ1013
 LZ1013  VERT ORDER  -  SECOND    CLASS 0
 LZ1013
 LZ1013.The horizontal coordinates were scaled from a topographic map and have
 LZ1013.an estimated accuracy of +/- 6 seconds.
 LZ1013
 LZ1013.The orthometric height was determined by differential leveling
 LZ1013.and adjusted by the National Geodetic Survey in June 1991..
 LZ1013
 LZ1013.The geoid height was determined by GEOID03.
 LZ1013
 LZ1013.The dynamic height is computed by dividing the NAVD 88
 LZ1013.geopotential number by the normal gravity value computed on the
 LZ1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1013.degrees latitude (g = 980.6199 gals.).
 LZ1013
 LZ1013.The modeled gravity was interpolated from observed gravity values.
 LZ1013
 LZ1013;                    North         East    Units  Estimated Accuracy
 LZ1013;SPC PA N     -   105,510.      623,730.      MT  (+/- 180 meters Scaled)
 LZ1013
 LZ1013                          SUPERSEDED SURVEY CONTROL
 LZ1013
 LZ1013  NGVD 29 (??/??/92)  172.273  (m)          565.20   (f) ADJ UNCH    2 0
 LZ1013
 LZ1013.Superseded values are not recommended for survey control.
 LZ1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1013.See file dsdata.txt to determine how the superseded data were derived.
 LZ1013
 LZ1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL928546(NAD 83)
 LZ1013_MARKER: DB = BENCH MARK DISK
 LZ1013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1013_SP_SET: BRIDGE
 LZ1013_STAMPING: B244 1960
 LZ1013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1013
 LZ1013  HISTORY     - Date     Condition        Report By
 LZ1013  HISTORY     - 1960     MONUMENTED       CGS
 LZ1013
 LZ1013                          STATION DESCRIPTION
 LZ1013
 LZ1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LZ1013'1.1 MI E FROM MILL HALL.
 LZ1013'ABOUT 1.1 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LZ1013'PENNSYLVANIA RAILROAD STATION AT MILL HALL (ALSO, 0.25 MILE
 LZ1013'EAST OF A ROAD CROSSING), 10 FEET SOUTH OF THE SOUTH RAIL, SET
 LZ1013'IN TOP AND 3 FEET NORTH OF THE SOUTH END OF SOUTH BACK WALL
 LZ1013'FOR THE WEST ABUTMENT OF RAILROAD BRIDGE, (BM IS SET IN TOP OF
 LZ1013'THE CONCRETE POST OF THE BACKWALL OF A STEEL BRIDGE WITH 3
 LZ1013'ROCK AND 2 CONCRETE PIERS).  A STANDARD COAST AND GEODETIC
 LZ1013'SURVEY BENCH MARK DISK DRILLED IN HORIZONTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0424 ***********************************************************************
 MB0424  DESIGNATION -  B 245
 MB0424  PID         -  MB0424
 MB0424  STATE/COUNTY-  PA/MERCER
 MB0424  USGS QUAD   -  HADLEY (1977)
 MB0424
 MB0424                         *CURRENT SURVEY CONTROL
 MB0424  ___________________________________________________________________
 MB0424* NAD 83(1986)-  41 28 08.     (N)    080 10 56.     (W)     SCALED    
 MB0424* NAVD 88     -       390.567  (meters)    1281.39   (feet)  ADJUSTED  
 MB0424  ___________________________________________________________________
 MB0424  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 MB0424  DYNAMIC HT  -         390.400 (meters)    1280.84  (feet)  COMP
 MB0424  MODELED GRAV-     980,182.6   (mgal)                       NAVD 88
 MB0424
 MB0424  VERT ORDER  -  SECOND    CLASS 0
 MB0424
 MB0424.The horizontal coordinates were scaled from a topographic map and have
 MB0424.an estimated accuracy of +/- 6 seconds.
 MB0424
 MB0424.The orthometric height was determined by differential leveling
 MB0424.and adjusted by the National Geodetic Survey in June 1991..
 MB0424
 MB0424.The geoid height was determined by GEOID03.
 MB0424
 MB0424.The dynamic height is computed by dividing the NAVD 88
 MB0424.geopotential number by the normal gravity value computed on the
 MB0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0424.degrees latitude (g = 980.6199 gals.).
 MB0424
 MB0424.The modeled gravity was interpolated from observed gravity values.
 MB0424
 MB0424;                    North         East    Units  Estimated Accuracy
 MB0424;SPC PA N     -   147,470.      396,860.      MT  (+/- 180 meters Scaled)
 MB0424
 MB0424                          SUPERSEDED SURVEY CONTROL
 MB0424
 MB0424  NGVD 29 (??/??/92)  390.728  (m)         1281.91   (f) ADJ UNCH    2 0
 MB0424
 MB0424.Superseded values are not recommended for survey control.
 MB0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0424.See file dsdata.txt to determine how the superseded data were derived.
 MB0424
 MB0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF682911(NAD 83)
 MB0424_MARKER: DB = BENCH MARK DISK
 MB0424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0424_SP_SET: BRIDGE
 MB0424_STAMPING: B 245 1960
 MB0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0424
 MB0424  HISTORY     - Date     Condition        Report By
 MB0424  HISTORY     - 1960     MONUMENTED       CGS
 MB0424
 MB0424                          STATION DESCRIPTION
 MB0424
 MB0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MB0424'13.4 MI S FROM MEADVILLE.
 MB0424'ABOUT 1.95 MILE WEST ALONG U.S. HIGHWAY 19 AND 322 FROM THE STATE
 MB0424'HIGHWAY BUILDING IN THE SOUTH WEST EDGE OF MEADVILLE TO THE
 MB0424'JUNCTION OF HIGHWAYS 19 AND 322 THENCE 10.3 MILE SOUTH ALONG
 MB0424'U.S. 19 TO THE CRAWFORD-MERCER COUNTY LINE THENCE 1.1 MILE
 MB0424'SOUTH EAST ALONG STATE HIGHWAY 285, 13 FEET WEST OF THE
 MB0424'CENTERLINE OF HY. 285, 26 FEET NORTH WEST OF THE CENTERLINE OF
 MB0424'CONCRETE BRIDGE OVER BLACK RUN CREEK, STANDARD BENCH MARK DISK
 MB0424'DRILLED IN HORIZONTAL, SET IN THE TOP NORTH END OF THE WEST
 MB0424'SIDE OF BANISTER.  ALSO-- 0.45 MILE SOUTH EAST OF A GRAVEL ROAD
 MB0424'CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1928 ***********************************************************************
 KW1928  DESIGNATION -  B 246
 KW1928  PID         -  KW1928
 KW1928  STATE/COUNTY-  PA/CUMBERLAND
 KW1928  USGS QUAD   -  CARLISLE (1984)
 KW1928
 KW1928                         *CURRENT SURVEY CONTROL
 KW1928  ___________________________________________________________________
 KW1928* NAD 83(1986)-  40 13 32.     (N)    077 09 15.     (W)     SCALED    
 KW1928* NAVD 88     -       136.329  (meters)     447.27   (feet)  ADJUSTED  
 KW1928  ___________________________________________________________________
 KW1928  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KW1928  DYNAMIC HT  -         136.260 (meters)     447.05  (feet)  COMP
 KW1928  MODELED GRAV-     980,118.1   (mgal)                       NAVD 88
 KW1928
 KW1928  VERT ORDER  -  SECOND    CLASS 0
 KW1928
 KW1928.The horizontal coordinates were scaled from a topographic map and have
 KW1928.an estimated accuracy of +/- 6 seconds.
 KW1928
 KW1928.The orthometric height was determined by differential leveling
 KW1928.and adjusted by the National Geodetic Survey in June 1991..
 KW1928
 KW1928.The geoid height was determined by GEOID03.
 KW1928
 KW1928.The dynamic height is computed by dividing the NAVD 88
 KW1928.geopotential number by the normal gravity value computed on the
 KW1928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1928.degrees latitude (g = 980.6199 gals.).
 KW1928
 KW1928.The modeled gravity was interpolated from observed gravity values.
 KW1928
 KW1928;                    North         East    Units  Estimated Accuracy
 KW1928;SPC PA S     -    99,240.      650,710.      MT  (+/- 180 meters Scaled)
 KW1928
 KW1928                          SUPERSEDED SURVEY CONTROL
 KW1928
 KW1928  NGVD 29 (??/??/??)  136.547  (m)          447.99   (f) ADJUSTED    2 0
 KW1928
 KW1928.Superseded values are not recommended for survey control.
 KW1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1928.See file dsdata.txt to determine how the superseded data were derived.
 KW1928
 KW1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK167550(NAD 83)
 KW1928_MARKER: DB = BENCH MARK DISK
 KW1928_SETTING: 66 = SET IN ROCK OUTCROP
 KW1928_SP_SET: ROCK OUTCROP
 KW1928_STAMPING: B 246 1960
 KW1928_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW1928+STABILITY: POSITION/ELEVATION WELL
 KW1928
 KW1928  HISTORY     - Date     Condition        Report By
 KW1928  HISTORY     - 1960     MONUMENTED       CGS
 KW1928  HISTORY     - 19980619 MARK NOT FOUND   USPSQD
 KW1928
 KW1928                          STATION DESCRIPTION
 KW1928
 KW1928'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1928'2.2 MI NE FROM CARLISLE.
 KW1928'ABOUT 2.2 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE JUNCTION
 KW1928'OF STATE HIGHWAY 34 AT CARLISLE, 0.25 MILE SOUTHWEST OF THE
 KW1928'LARGE BRIDGE OVER THE PENNSYLVANIA TURNPIKE, ON THE TOP OF A
 KW1928'3-BY-3-FOOT GRANITE OUTCROP, 23.2 FEET SOUTH-SOUTHEAST OF THE
 KW1928'CENTER LINE OF THE HIGHWAY, 8 1/2 FEET WEST-SOUTHWEST OF
 KW1928'TELEPHONE POLE NO. 164, 6 FEET NORTH OF A FENCE LINE AND 4 FEET
 KW1928'ABOVE THE LEVEL OF THE HIGHWAY.
 KW1928
 KW1928                          STATION RECOVERY (1998)
 KW1928
 KW1928'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW1928'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0876 ***********************************************************************
 KW0876  DESIGNATION -  B 247
 KW0876  PID         -  KW0876
 KW0876  STATE/COUNTY-  PA/PERRY
 KW0876  USGS QUAD   -  HARRISBURG WEST (1987)
 KW0876
 KW0876                         *CURRENT SURVEY CONTROL
 KW0876  ___________________________________________________________________
 KW0876* NAD 83(1986)-  40 19 52.     (N)    076 55 01.     (W)     SCALED    
 KW0876* NAVD 88     -       107.189  (meters)     351.67   (feet)  ADJUSTED  
 KW0876  ___________________________________________________________________
 KW0876  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KW0876  DYNAMIC HT  -         107.136 (meters)     351.50  (feet)  COMP
 KW0876  MODELED GRAV-     980,132.3   (mgal)                       NAVD 88
 KW0876
 KW0876  VERT ORDER  -  FIRST     CLASS I
 KW0876
 KW0876.The horizontal coordinates were scaled from a topographic map and have
 KW0876.an estimated accuracy of +/- 6 seconds.
 KW0876
 KW0876.The orthometric height was determined by differential leveling
 KW0876.and adjusted by the National Geodetic Survey in June 1991..
 KW0876
 KW0876.The geoid height was determined by GEOID03.
 KW0876
 KW0876.The dynamic height is computed by dividing the NAVD 88
 KW0876.geopotential number by the normal gravity value computed on the
 KW0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0876.degrees latitude (g = 980.6199 gals.).
 KW0876
 KW0876.The modeled gravity was interpolated from observed gravity values.
 KW0876
 KW0876;                    North         East    Units  Estimated Accuracy
 KW0876;SPC PA S     -   111,120.      670,790.      MT  (+/- 180 meters Scaled)
 KW0876
 KW0876                          SUPERSEDED SURVEY CONTROL
 KW0876
 KW0876  NGVD 29 (??/??/??)  107.406  (m)          352.38   (f) ADJUSTED    1 1
 KW0876
 KW0876.Superseded values are not recommended for survey control.
 KW0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0876.See file dsdata.txt to determine how the superseded data were derived.
 KW0876
 KW0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK371662(NAD 83)
 KW0876_MARKER: DB = BENCH MARK DISK
 KW0876_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0876_SP_SET: WALL
 KW0876_STAMPING: B 247 1960
 KW0876_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0876
 KW0876  HISTORY     - Date     Condition        Report By
 KW0876  HISTORY     - 1960     MONUMENTED       CGS
 KW0876  HISTORY     - 1966     GOOD             CGS
 KW0876
 KW0876                          STATION DESCRIPTION
 KW0876
 KW0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0876'5.8 MI N FROM HARRISBURG.
 KW0876'ABOUT 5.85 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM
 KW0876'THE STATION AT HARRISBURG, SET IN THE TOP OF THE SOUTHWEST END
 KW0876'OF THE SOUTH CONCRETE WING WALL OF A RAILROAD OVERPASS FOR A
 KW0876'PAVED ROAD, ON THE INSIDE OF A CURVE IN THE TRACK, 4 RAILS
 KW0876'SOUTHWEST OF THE SOUTHWEST END OF THE ROCKVILLE RAILROAD BRIDGE
 KW0876'OVER THE SUSQUEHANNA RIVER, 101 FEET SOUTH OF THE SOUTH RAIL
 KW0876'OF THE MOST SOUTHERLY MAIN LINE TRACK, 10 1/2 FEET SOUTHEAST
 KW0876'OF THE SOUTHEAST RAIL OF A SPUR TRACK, AND ABOUT 2 FEET BELOW
 KW0876'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1143 ***********************************************************************
 KW1143  DESIGNATION -  B 248
 KW1143  PID         -  KW1143
 KW1143  STATE/COUNTY-  PA/DAUPHIN
 KW1143  USGS QUAD   -  HARRISBURG EAST (1987)
 KW1143
 KW1143                         *CURRENT SURVEY CONTROL
 KW1143  ___________________________________________________________________
 KW1143* NAD 83(1986)-  40 19 01.     (N)    076 47 45.     (W)     SCALED    
 KW1143* NAVD 88     -       156.169  (meters)     512.36   (feet)  ADJUSTED  
 KW1143  ___________________________________________________________________
 KW1143  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 KW1143  DYNAMIC HT  -         156.090 (meters)     512.11  (feet)  COMP
 KW1143  MODELED GRAV-     980,114.5   (mgal)                       NAVD 88
 KW1143
 KW1143  VERT ORDER  -  SECOND    CLASS 0
 KW1143
 KW1143.The horizontal coordinates were scaled from a topographic map and have
 KW1143.an estimated accuracy of +/- 6 seconds.
 KW1143
 KW1143.The orthometric height was determined by differential leveling
 KW1143.and adjusted by the National Geodetic Survey in June 1991..
 KW1143
 KW1143.The geoid height was determined by GEOID03.
 KW1143
 KW1143.The dynamic height is computed by dividing the NAVD 88
 KW1143.geopotential number by the normal gravity value computed on the
 KW1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1143.degrees latitude (g = 980.6199 gals.).
 KW1143
 KW1143.The modeled gravity was interpolated from observed gravity values.
 KW1143
 KW1143;                    North         East    Units  Estimated Accuracy
 KW1143;SPC PA S     -   109,650.      681,100.      MT  (+/- 180 meters Scaled)
 KW1143
 KW1143                          SUPERSEDED SURVEY CONTROL
 KW1143
 KW1143  NGVD 29 (??/??/??)  156.383  (m)          513.07   (f) ADJUSTED    2 0
 KW1143
 KW1143.Superseded values are not recommended for survey control.
 KW1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1143.See file dsdata.txt to determine how the superseded data were derived.
 KW1143
 KW1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK474644(NAD 83)
 KW1143_MARKER: DB = BENCH MARK DISK
 KW1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1143_STAMPING: B 248 1960
 KW1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1143+STABILITY: SURFACE MOTION
 KW1143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW1143+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2004
 KW1143
 KW1143  HISTORY     - Date     Condition        Report By
 KW1143  HISTORY     - 1960     MONUMENTED       CGS
 KW1143  HISTORY     - 19960427 MARK NOT FOUND   USPSQD
 KW1143  HISTORY     - 20040306 GOOD             GEOCAC
 KW1143
 KW1143                          STATION DESCRIPTION
 KW1143
 KW1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1143'2.1 MI NE FROM SHOOP.
 KW1143'ABOUT 2.1 MILES NORTHEAST ALONG U.S. HIGHWAY 22 FROM THE
 KW1143'INTERSECTION OF U.S. HIGHWAY 230 (BY-PASS) AND THE SHOOPS
 KW1143'LUTHERAN CHURCH, AT THE Y JUNCTION FORMED BY THE NEW AND OLD
 KW1143'HIGHWAY, 28 FEET SOUTHEAST OF THE CENTER LINE OF THE NORTHEAST
 KW1143'BOUND LANE OF THE NEW HIGHWAY, 17 FEET NORTHWEST OF THE CENTER
 KW1143'LINE OF OLD U.S. HIGHWAY 22, 74 FEET SOUTHWEST OF THE SOUTH CORNER
 KW1143'OF THE STAMMELS FEED MILL COMPANY, 16 FEET SOUTHWEST OF TELEPHONE
 KW1143'POLE NO. 216-X 70, 2 FEET NORTHWEST OF A CABLE GUY WIRE FOR
 KW1143'TELEPHONE POLE, 2 FEET SOUTHWEST OF A METAL WITNESS POST, 1 FOOT
 KW1143'BELOW THE LEVEL OF THE NEW HIGHWAY, SET IN THE TOP OF A CONCRETE
 KW1143'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 KW1143
 KW1143                          STATION RECOVERY (1996)
 KW1143
 KW1143'RECOVERY NOTE BY US POWER SQUADRON 1996
 KW1143'MARK NOT FOUND.
 KW1143
 KW1143                          STATION RECOVERY (2004)
 KW1143
 KW1143'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1143'STAMMELS FEED MILL IS NOW EMPTY. THE STATION IS JUST NORTH OF THE
 KW1143'SHORTER OF TWO SOUTHWESTERLY GUY WIRES OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0229 ***********************************************************************
 KW0229  DESIGNATION -  B 249
 KW0229  PID         -  KW0229
 KW0229  STATE/COUNTY-  PA/SCHUYLKILL
 KW0229  USGS QUAD   -  PINE GROVE (1977)
 KW0229
 KW0229                         *CURRENT SURVEY CONTROL
 KW0229  ___________________________________________________________________
 KW0229* NAD 83(1986)-  40 31 21.     (N)    076 28 06.     (W)     SCALED    
 KW0229* NAVD 88     -       146.101  (meters)     479.33   (feet)  ADJUSTED  
 KW0229  ___________________________________________________________________
 KW0229  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 KW0229  DYNAMIC HT  -         146.028 (meters)     479.09  (feet)  COMP
 KW0229  MODELED GRAV-     980,123.4   (mgal)                       NAVD 88
 KW0229
 KW0229  VERT ORDER  -  SECOND    CLASS 0
 KW0229
 KW0229.The horizontal coordinates were scaled from a topographic map and have
 KW0229.an estimated accuracy of +/- 6 seconds.
 KW0229
 KW0229.The orthometric height was determined by differential leveling
 KW0229.and adjusted by the National Geodetic Survey in June 1991..
 KW0229
 KW0229.The geoid height was determined by GEOID03.
 KW0229
 KW0229.The dynamic height is computed by dividing the NAVD 88
 KW0229.geopotential number by the normal gravity value computed on the
 KW0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0229.degrees latitude (g = 980.6199 gals.).
 KW0229
 KW0229.The modeled gravity was interpolated from observed gravity values.
 KW0229
 KW0229;                    North         East    Units  Estimated Accuracy
 KW0229;SPC PA S     -   132,830.      708,600.      MT  (+/- 180 meters Scaled)
 KW0229
 KW0229                          SUPERSEDED SURVEY CONTROL
 KW0229
 KW0229  NGVD 29 (??/??/??)  146.302  (m)          479.99   (f) ADJUSTED    2 0
 KW0229
 KW0229.Superseded values are not recommended for survey control.
 KW0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0229.See file dsdata.txt to determine how the superseded data were derived.
 KW0229
 KW0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK756867(NAD 83)
 KW0229_MARKER: DB = BENCH MARK DISK
 KW0229_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0229_SP_SET: BRIDGE
 KW0229_STAMPING: B 249 1960
 KW0229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0229_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0229+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2005
 KW0229
 KW0229  HISTORY     - Date     Condition        Report By
 KW0229  HISTORY     - 1960     MONUMENTED       CGS
 KW0229  HISTORY     - 1963     GOOD             CGS
 KW0229  HISTORY     - 20050325 GOOD             GEOCAC
 KW0229
 KW0229                          STATION DESCRIPTION
 KW0229
 KW0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0229'AT SUEDBERG.
 KW0229'AT SUEDBERG, ABOUT 0.35 MILE SOUTH ALONG AN ASPHALT ROAD FROM
 KW0229'THE JUNCTION OF STATE HIGHWAY 443 AND THE CONCRETE BRIDGE OVER
 KW0229'MILL CREEK, ON THE TOP OF THE NORTHWEST CONCRETE WINGWALL OF A
 KW0229'LARGE CONCRETE BRIDGE OVER SWATARA CREEK, 13 FEET WEST OF THE
 KW0229'CENTER LINE OF THE NORTH-SOUTH ASPHALT ROAD, 0.2 FOOT NORTH
 KW0229'OF THE NORTH END OF THE WEST CONCRETE GUARD-RAIL OF THE BRIDGE
 KW0229'AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE ROAD.
 KW0229
 KW0229                          STATION RECOVERY (1963)
 KW0229
 KW0229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 KW0229'RECOVERED IN GOOD CONDITION.
 KW0229
 KW0229                          STATION RECOVERY (2005)
 KW0229
 KW0229'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0229'BRIDGE HAS DETERIORATED BUT WINGWALL AND MARK ARE IN GOOD CONDITION.
 KW0229'MARK APPEARS TO BE STABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0497 ***********************************************************************
 MA0497  DESIGNATION -  B 25
 MA0497  PID         -  MA0497
 MA0497  STATE/COUNTY-  PA/CLEARFIELD
 MA0497  USGS QUAD   -  SABULA (1986)
 MA0497
 MA0497                         *CURRENT SURVEY CONTROL
 MA0497  ___________________________________________________________________
 MA0497* NAD 83(1986)-  41 09 14.     (N)    078 39 23.     (W)     SCALED    
 MA0497* NAVD 88     -       446.915  (meters)    1466.25   (feet)  ADJUSTED  
 MA0497  ___________________________________________________________________
 MA0497  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 MA0497  DYNAMIC HT  -         446.700 (meters)    1465.55  (feet)  COMP
 MA0497  MODELED GRAV-     980,129.7   (mgal)                       NAVD 88
 MA0497
 MA0497  VERT ORDER  -  SECOND    CLASS 0
 MA0497
 MA0497.The horizontal coordinates were scaled from a topographic map and have
 MA0497.an estimated accuracy of +/- 6 seconds.
 MA0497
 MA0497.The orthometric height was determined by differential leveling
 MA0497.and adjusted by the National Geodetic Survey in June 1991..
 MA0497
 MA0497.The geoid height was determined by GEOID03.
 MA0497
 MA0497.The dynamic height is computed by dividing the NAVD 88
 MA0497.geopotential number by the normal gravity value computed on the
 MA0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0497.degrees latitude (g = 980.6199 gals.).
 MA0497
 MA0497.The modeled gravity was interpolated from observed gravity values.
 MA0497
 MA0497;                    North         East    Units  Estimated Accuracy
 MA0497;SPC PA N     -   110,030.      523,920.      MT  (+/- 180 meters Scaled)
 MA0497
 MA0497                          SUPERSEDED SURVEY CONTROL
 MA0497
 MA0497  NGVD 29 (??/??/92)  447.041  (m)         1466.67   (f) ADJ UNCH    2 0
 MA0497
 MA0497.Superseded values are not recommended for survey control.
 MA0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0497.See file dsdata.txt to determine how the superseded data were derived.
 MA0497
 MA0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF966584(NAD 83)
 MA0497_MARKER: DB = BENCH MARK DISK
 MA0497_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0497_SP_SET: BRIDGE
 MA0497_STAMPING: B 25 1934
 MA0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0497
 MA0497  HISTORY     - Date     Condition        Report By
 MA0497  HISTORY     - 1934     MONUMENTED       CGS
 MA0497
 MA0497                          STATION DESCRIPTION
 MA0497
 MA0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0497'6 MI E FROM DU BOIS.
 MA0497'ABOUT 6 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM DU BOIS,
 MA0497'CLEARFIELD COUNTY, AT SABULA, ABOUT 100 FEET WEST OF MILEPOST
 MA0497'39, ABOUT 420 FEET EAST OF THE EAST PORTAL OF THE PENNSYLVANIA
 MA0497'RAILROAD TUNNEL, AT PENNSYLVANIA RAILROAD BRIDGE 70.96, AT THE
 MA0497'INTERSECTION WITH THE BALTIMORE AND OHIO RAILROAD, IN THE TOP OF
 MA0497'THE THIRD COURSE AT THE EAST END OF THE NORTH WING WALL, 4 FEET
 MA0497'WEST OF A TELLTALE POST, 9 FEET NORTH OF THE CENTER LINE OF
 MA0497'THE TRACK, AND ABOUT 3 FEET HIGHER THAN THE TOP OF THE RAIL.
 MA0497'A STANDARD DISK, STAMPED B 25 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0462 ***********************************************************************
 MB0462  DESIGNATION -  B 250
 MB0462  PID         -  MB0462
 MB0462  STATE/COUNTY-  PA/MERCER
 MB0462  USGS QUAD   -  HARLANSBURG (1990)
 MB0462
 MB0462                         *CURRENT SURVEY CONTROL
 MB0462  ___________________________________________________________________
 MB0462* NAD 83(1986)-  41 06 23.     (N)    080 08 24.     (W)     SCALED    
 MB0462* NAVD 88     -       377.92   (+/-2cm)    1239.9    (feet)  VERTCON   
 MB0462  ___________________________________________________________________
 MB0462  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 MB0462
 MB0462  VERT ORDER  -  ? (See Below)
 MB0462
 MB0462.The horizontal coordinates were scaled from a topographic map and have
 MB0462.an estimated accuracy of +/- 6 seconds.
 MB0462
 MB0462.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB0462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB0462.The vertical order pertains to the NGVD 29 superseded value.
 MB0462
 MB0462.The geoid height was determined by GEOID03.
 MB0462
 MB0462;                    North         East    Units  Estimated Accuracy
 MB0462;SPC PA N     -   107,130.      399,270.      MT  (+/- 180 meters Scaled)
 MB0462
 MB0462                          SUPERSEDED SURVEY CONTROL
 MB0462
 MB0462  NGVD 29 (??/??/92)  378.050  (m)         1240.32   (f) ADJ UNCH    ?  
 MB0462
 MB0462.Superseded values are not recommended for survey control.
 MB0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0462.See file dsdata.txt to determine how the superseded data were derived.
 MB0462
 MB0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF722509(NAD 83)
 MB0462_MARKER: DB = BENCH MARK DISK
 MB0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0462_STAMPING: B 250 1960
 MB0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0462+STABILITY: SURFACE MOTION
 MB0462
 MB0462  HISTORY     - Date     Condition        Report By
 MB0462  HISTORY     - 1960     MONUMENTED       CGS
 MB0462  HISTORY     - 1985     GOOD             NGS
 MB0462  HISTORY     - 19991101 GOOD             PADT
 MB0462
 MB0462                          STATION DESCRIPTION
 MB0462
 MB0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MB0462'3.2 MI S FROM LONDON.
 MB0462'ABOUT 0.25 MILE SOUTH EAST ALONG STATE HY. 258 FROM THE JUNCTION
 MB0462'OF STATE HYS 258 AND 208 IN LONDON THENCE 2.4 MILE SOUTH WEST
 MB0462'ALONG GRAVEL ROAD TO BLACKTOP ROAD JUNCTION THENCE 0.5 MILE SOUTH
 MB0462'EAST ON BLACKTOP ROAD, STANDARD BENCH MARK DISK SET IN TOP OF
 MB0462'CONCRETE POST PROJECTING ABOUT 2 INCHES, 25 FEET NORTH OF THE
 MB0462'CENTERLINE OF BLACKTOP ROAD, 3 FEET SOUTH OF POWER POLE NO. 20,
 MB0462'39 FEET NORTH OF JUNCTION OF FORSTER RD., 66 FEET NORTH EAST OF
 MB0462'CORNER OF FIELD.  ALSO-- ABOUT 2.7 MILE NORTH ALONG COUNTY ROAD
 MB0462'37049 FROM THE JUNCTION OF STATE HYS. 488 AND 108 IN MOORES
 MB0462'CORNERS TO JUNCTION OF COUNTY ROADS 37049 AND 37048 THENCE 0.65
 MB0462'MILE WEST ON COUNTY RD. 37048 TO T JUNCTION OF COUNTY RD. 37048
 MB0462'AND MASON RD. THENCE 1.75 MILE NORTH AND WEST ON MASON RD. TO
 MB0462'JUNCTION OF MASON RD. AND FOSTER RD. THENCE 0.9 MILE NORTH WEST
 MB0462'ALONG FOSTER RD. TO BLACKTOP ROAD JUNCTION.
 MB0462
 MB0462                          STATION RECOVERY (1985)
 MB0462
 MB0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 MB0462'RECOVERED IN GOOD CONDITION.
 MB0462
 MB0462                          STATION RECOVERY (1999)
 MB0462
 MB0462'RECOVERY NOTE BY PA DEPT OF TRANSP 1999
 MB0462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0453 ***********************************************************************
 MB0453  DESIGNATION -  B 251
 MB0453  PID         -  MB0453
 MB0453  STATE/COUNTY-  PA/MERCER
 MB0453  USGS QUAD   -  MERCER (1990)
 MB0453
 MB0453                         *CURRENT SURVEY CONTROL
 MB0453  ___________________________________________________________________
 MB0453* NAD 83(1986)-  41 11 11.     (N)    080 09 49.     (W)     SCALED    
 MB0453* NAVD 88     -       375.678  (meters)    1232.54   (feet)  ADJUSTED  
 MB0453  ___________________________________________________________________
 MB0453  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MB0453  DYNAMIC HT  -         375.504 (meters)    1231.97  (feet)  COMP
 MB0453  MODELED GRAV-     980,148.7   (mgal)                       NAVD 88
 MB0453
 MB0453  VERT ORDER  -  SECOND    CLASS 0
 MB0453
 MB0453.The horizontal coordinates were scaled from a topographic map and have
 MB0453.an estimated accuracy of +/- 6 seconds.
 MB0453
 MB0453.The orthometric height was determined by differential leveling
 MB0453.and adjusted by the National Geodetic Survey in June 1991..
 MB0453
 MB0453.The geoid height was determined by GEOID03.
 MB0453
 MB0453.The dynamic height is computed by dividing the NAVD 88
 MB0453.geopotential number by the normal gravity value computed on the
 MB0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0453.degrees latitude (g = 980.6199 gals.).
 MB0453
 MB0453.The modeled gravity was interpolated from observed gravity values.
 MB0453
 MB0453;                    North         East    Units  Estimated Accuracy
 MB0453;SPC PA N     -   116,070.      397,540.      MT  (+/- 180 meters Scaled)
 MB0453
 MB0453                          SUPERSEDED SURVEY CONTROL
 MB0453
 MB0453  NGVD 29 (??/??/92)  375.810  (m)         1232.97   (f) ADJ UNCH    2 0
 MB0453
 MB0453.Superseded values are not recommended for survey control.
 MB0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0453.See file dsdata.txt to determine how the superseded data were derived.
 MB0453
 MB0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF701597(NAD 83)
 MB0453_MARKER: DB = BENCH MARK DISK
 MB0453_SETTING: 0 = UNSPECIFIED SETTING
 MB0453_STAMPING: B 251 1960
 MB0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0453
 MB0453  HISTORY     - Date     Condition        Report By
 MB0453  HISTORY     - 1960     MONUMENTED       CGS
 MB0453
 MB0453                          STATION DESCRIPTION
 MB0453
 MB0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MB0453'6.5 MI SE FROM MERCER.
 MB0453'ABOUT 3.25 MILE EAST ALONG COUNTY ROAD 43027 FROM THE RAILROAD
 MB0453'CROSSING IN EAST MERCER TO A GRAVEL ROAD JUNCTION SOUTH THENCE
 MB0453'2.65 MILE SOUTH ON GRAVEL ROAD TO JUNCTION OF STATE HY. 58 THENCE
 MB0453'0.05 MILE SOUTH EAST ON HY. 58 TO A GRAVEL ROAD JUNCTION SOUTH
 MB0453'THENCE 0.55 MILE SOUTH ON GRAVEL ROAD, 8 FEET WEST OF THE
 MB0453'CENTERLINE OF GRAVEL ROAD, 10 FEET SOUTH OF THE CENTER OF BRIDGE
 MB0453'OVER PINE RUN CREEK, 101 FEET SOUTH WEST OF POWER POLE 19, 110
 MB0453'FEET NORTH OF MAPLE TREE 2 FEET IN DIAMETER, STANDARD BENCH MARK DISK
 MB0453'DRILLED IN HORIZONTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0615 ***********************************************************************
 KY0615  DESIGNATION -  B 252
 KY0615  PID         -  KY0615
 KY0615  STATE/COUNTY-  PA/ALLEGHENY
 KY0615  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0615
 KY0615                         *CURRENT SURVEY CONTROL
 KY0615  ___________________________________________________________________
 KY0615* NAD 83(1986)-  40 24 59.     (N)    080 05 58.     (W)     SCALED    
 KY0615* NAVD 88     -       250.679  (meters)     822.44   (feet)  ADJUSTED  
 KY0615  ___________________________________________________________________
 KY0615  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KY0615  DYNAMIC HT  -         250.549 (meters)     822.01  (feet)  COMP
 KY0615  MODELED GRAV-     980,100.9   (mgal)                       NAVD 88
 KY0615
 KY0615  VERT ORDER  -  SECOND    CLASS 0
 KY0615
 KY0615.The horizontal coordinates were scaled from a topographic map and have
 KY0615.an estimated accuracy of +/- 6 seconds.
 KY0615
 KY0615.The orthometric height was determined by differential leveling
 KY0615.and adjusted by the National Geodetic Survey in June 1991..
 KY0615
 KY0615.The geoid height was determined by GEOID03.
 KY0615
 KY0615.The dynamic height is computed by dividing the NAVD 88
 KY0615.geopotential number by the normal gravity value computed on the
 KY0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0615.degrees latitude (g = 980.6199 gals.).
 KY0615
 KY0615.The modeled gravity was interpolated from observed gravity values.
 KY0615
 KY0615;                    North         East    Units  Estimated Accuracy
 KY0615;SPC PA S     -   122,910.      400,630.      MT  (+/- 180 meters Scaled)
 KY0615
 KY0615                          SUPERSEDED SURVEY CONTROL
 KY0615
 KY0615  NGVD 29 (??/??/92)  250.829  (m)          822.93   (f) ADJ UNCH    2 0
 KY0615
 KY0615.Superseded values are not recommended for survey control.
 KY0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0615.See file dsdata.txt to determine how the superseded data were derived.
 KY0615
 KY0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE764743(NAD 83)
 KY0615_MARKER: DB = BENCH MARK DISK
 KY0615_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0615_SP_SET: ABUTMENT
 KY0615_STAMPING: B 252 1960
 KY0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0615
 KY0615  HISTORY     - Date     Condition        Report By
 KY0615  HISTORY     - 1960     MONUMENTED       CGS
 KY0615  HISTORY     - 20040303 GOOD             BAKER
 KY0615
 KY0615                          STATION DESCRIPTION
 KY0615
 KY0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0615'1 MI NW FROM CARNEGIE.
 KY0615'ABOUT 0.95 MILE NORTH WEST ALONG YELLOW BELT HY. FROM THE MELON
 KY0615'BANK OF CARNEGIE, STANDARD BENCH MARK DISK DRILLED IN HORIZONTAL
 KY0615'IN BRIDGE OVER CAMPBELLS RUN SET IN TOP 1 FOOT SOUTH EAST OF THE
 KY0615'NORTH WEST END OF THE NORTH EAST ABUTMENT OF BRIDGE NO. 1 OVER
 KY0615'CAMPBELLS RUN, 27 FOOT NORTH EAST OF THE CENTERLINE OF BLACKTOP
 KY0615'ROAD, 1 1/2 FEET ABOVE THE LEVEL OF THE BLACKTOP ROAD.  NOTE-- 0.25
 KY0615'MILE NORTH WEST OF THE ALLEGHENY COUNTY MAINTENANCE DISTRICT BUILDING
 KY0615'NO. 6.  NOTE-- 0.3 MILE SOUTH EAST OF THE OVERPASS FOR U.S.
 KY0615'HY. 22 OVER BLACKTOP ROAD.
 KY0615
 KY0615                          STATION RECOVERY (2004)
 KY0615
 KY0615'RECOVERY NOTE BY M BAKER JR INCORPORATED 2004 (RDL)
 KY0615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0264 ***********************************************************************
 KY0264  DESIGNATION -  B 253
 KY0264  PID         -  KY0264
 KY0264  STATE/COUNTY-  PA/ALLEGHENY
 KY0264  USGS QUAD   -  AMBRIDGE (1990)
 KY0264
 KY0264                         *CURRENT SURVEY CONTROL
 KY0264  ___________________________________________________________________
 KY0264* NAD 83(1986)-  40 31 33.     (N)    080 07 47.     (W)     SCALED    
 KY0264* NAVD 88     -       231.192  (meters)     758.50   (feet)  ADJUSTED  
 KY0264  ___________________________________________________________________
 KY0264  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KY0264  DYNAMIC HT  -         231.072 (meters)     758.11  (feet)  COMP
 KY0264  MODELED GRAV-     980,101.6   (mgal)                       NAVD 88
 KY0264
 KY0264  VERT ORDER  -  SECOND    CLASS 0
 KY0264
 KY0264.The horizontal coordinates were scaled from a topographic map and have
 KY0264.an estimated accuracy of +/- 6 seconds.
 KY0264
 KY0264.The orthometric height was determined by differential leveling
 KY0264.and adjusted by the National Geodetic Survey in June 1991..
 KY0264
 KY0264.The geoid height was determined by GEOID03.
 KY0264
 KY0264.The dynamic height is computed by dividing the NAVD 88
 KY0264.geopotential number by the normal gravity value computed on the
 KY0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0264.degrees latitude (g = 980.6199 gals.).
 KY0264
 KY0264.The modeled gravity was interpolated from observed gravity values.
 KY0264
 KY0264;                    North         East    Units  Estimated Accuracy
 KY0264;SPC PA S     -   135,130.      398,390.      MT  (+/- 180 meters Scaled)
 KY0264
 KY0264                          SUPERSEDED SURVEY CONTROL
 KY0264
 KY0264  NGVD 29 (??/??/92)  231.344  (m)          759.00   (f) ADJ UNCH    2 0
 KY0264
 KY0264.Superseded values are not recommended for survey control.
 KY0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0264.See file dsdata.txt to determine how the superseded data were derived.
 KY0264
 KY0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE737864(NAD 83)
 KY0264_MARKER: DB = BENCH MARK DISK
 KY0264_SETTING: 0 = UNSPECIFIED SETTING
 KY0264_STAMPING: B 253 1960
 KY0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0264
 KY0264  HISTORY     - Date     Condition        Report By
 KY0264  HISTORY     - 1960     MONUMENTED       CGS
 KY0264
 KY0264                          STATION DESCRIPTION
 KY0264
 KY0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0264'0.4 MI N FROM GLENFIELD.
 KY0264'ABOUT 0.4 MILE NORTH ALONG GLENFIELD RD. FROM THE POST OFFICE
 KY0264'IN GLENFIELD, 33 FEET SOUTH EAST OF THE CENTERLINE OF THE ROAD,
 KY0264'54 FEET SOUTH EAST OF POWER POLE NO. 231/36, 75 FEET EAST OF
 KY0264'THE CORNER OF SMALL ONE-STORY BUILDING, 51 FEET NORTH WEST OF
 KY0264'POWER POLE NO. 5-35, STANDARD BENCH MARK DISK DRILLED IN
 KY0264'HORIZONTAL.  NOTE-- ALSO 0.6 MILE NORTH ALONG BLACKTOP ROAD
 KY0264'(GLENFIELD RD.) FROM THE JUNCTION OF GLENFIELD RD. AND STATE
 KY0264'HY. 88 IN GLENFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0290 ***********************************************************************
 KY0290  DESIGNATION -  B 254
 KY0290  PID         -  KY0290
 KY0290  STATE/COUNTY-  PA/ALLEGHENY
 KY0290  USGS QUAD   -  EMSWORTH (1979)
 KY0290
 KY0290                         *CURRENT SURVEY CONTROL
 KY0290  ___________________________________________________________________
 KY0290* NAD 83(1986)-  40 30 25.     (N)    080 02 22.     (W)     SCALED    
 KY0290* NAVD 88     -       333.501  (meters)    1094.16   (feet)  ADJUSTED  
 KY0290  ___________________________________________________________________
 KY0290  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KY0290  DYNAMIC HT  -         333.328 (meters)    1093.59  (feet)  COMP
 KY0290  MODELED GRAV-     980,096.0   (mgal)                       NAVD 88
 KY0290
 KY0290  VERT ORDER  -  SECOND    CLASS 0
 KY0290
 KY0290.The horizontal coordinates were scaled from a topographic map and have
 KY0290.an estimated accuracy of +/- 6 seconds.
 KY0290
 KY0290.The orthometric height was determined by differential leveling
 KY0290.and adjusted by the National Geodetic Survey in June 1991..
 KY0290
 KY0290.The geoid height was determined by GEOID03.
 KY0290
 KY0290.The dynamic height is computed by dividing the NAVD 88
 KY0290.geopotential number by the normal gravity value computed on the
 KY0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0290.degrees latitude (g = 980.6199 gals.).
 KY0290
 KY0290.The modeled gravity was interpolated from observed gravity values.
 KY0290
 KY0290;                    North         East    Units  Estimated Accuracy
 KY0290;SPC PA S     -   132,830.      405,980.      MT  (+/- 180 meters Scaled)
 KY0290
 KY0290                          SUPERSEDED SURVEY CONTROL
 KY0290
 KY0290  NGVD 29 (??/??/92)  333.662  (m)         1094.69   (f) ADJ UNCH    2 0
 KY0290
 KY0290.Superseded values are not recommended for survey control.
 KY0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0290.See file dsdata.txt to determine how the superseded data were derived.
 KY0290
 KY0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE813844(NAD 83)
 KY0290_MARKER: DB = BENCH MARK DISK
 KY0290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0290_SP_SET: WATER PIPES ENCLOSURE
 KY0290_STAMPING: B254 1960
 KY0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0290
 KY0290  HISTORY     - Date     Condition        Report By
 KY0290  HISTORY     - 1960     MONUMENTED       CGS
 KY0290
 KY0290                          STATION DESCRIPTION
 KY0290
 KY0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0290'AT PITTSBURGH.
 KY0290'IN PITTSBURGH, WEST VIEW SECTION, ON BELEVIEW ROAD, SET IN TOP
 KY0290'AND IN THE NORTH CORNER AT THE NORTHEAST END OF A 7 FOOT BY 5
 KY0290'FOOT CONCRETE AND CONCRETE BLACK ENCLOSURE FOR WATER PIPES WHICH
 KY0290'PROJECTS ABOUT 2 FEET OUT OF THE GROUND, THIS IS ACROSS BELEVIEW
 KY0290'ROAD FROM THE ENTRANCE ROAD TO SISTERS OF THE H.F. OF NAZARETH-MT.
 KY0290'NAZARETH ACADEMY- SCHOOL FOR GIRLS, IN THE SOUTHEAST CORNER OF
 KY0290'A PARKING AREA, 40 FEET SOUTH OF THE CENTERLINE OF BELEVIEW ROAD
 KY0290'AND ABOUT LEVEL WITH THE ROAD, DRILLED IN HORIZONTAL.  ALSO ABOUT
 KY0290'0.15 MILE EAST OF A ENTRANCE ROAD TO A PUBLIC PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0286 ***********************************************************************
 KW0286  DESIGNATION -  B 256
 KW0286  PID         -  KW0286
 KW0286  STATE/COUNTY-  PA/SCHUYLKILL
 KW0286  USGS QUAD   -  MINERSVILLE (1976)
 KW0286
 KW0286                         *CURRENT SURVEY CONTROL
 KW0286  ___________________________________________________________________
 KW0286* NAD 83(1986)-  40 44 07.     (N)    076 18 21.     (W)     SCALED    
 KW0286* NAVD 88     -       487.762  (meters)    1600.27   (feet)  ADJUSTED  
 KW0286  ___________________________________________________________________
 KW0286  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 KW0286  DYNAMIC HT  -         487.527 (meters)    1599.49  (feet)  COMP
 KW0286  MODELED GRAV-     980,126.9   (mgal)                       NAVD 88
 KW0286
 KW0286  VERT ORDER  -  SECOND    CLASS 0
 KW0286
 KW0286.The horizontal coordinates were scaled from a topographic map and have
 KW0286.an estimated accuracy of +/- 6 seconds.
 KW0286
 KW0286.The orthometric height was determined by differential leveling
 KW0286.and adjusted by the National Geodetic Survey in June 1991..
 KW0286
 KW0286.The geoid height was determined by GEOID03.
 KW0286
 KW0286.The dynamic height is computed by dividing the NAVD 88
 KW0286.geopotential number by the normal gravity value computed on the
 KW0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0286.degrees latitude (g = 980.6199 gals.).
 KW0286
 KW0286.The modeled gravity was interpolated from observed gravity values.
 KW0286
 KW0286;                    North         East    Units  Estimated Accuracy
 KW0286;SPC PA S     -   156,660.      721,980.      MT  (+/- 180 meters Scaled)
 KW0286
 KW0286                          SUPERSEDED SURVEY CONTROL
 KW0286
 KW0286  NGVD 29 (??/??/??)  487.988  (m)         1601.01   (f) ADJUSTED    2 0
 KW0286
 KW0286.Superseded values are not recommended for survey control.
 KW0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0286.See file dsdata.txt to determine how the superseded data were derived.
 KW0286
 KW0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL897101(NAD 83)
 KW0286_MARKER: DB = BENCH MARK DISK
 KW0286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0286_SP_SET: CATCH BASIN
 KW0286_STAMPING: B 256 1960
 KW0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0286
 KW0286  HISTORY     - Date     Condition        Report By
 KW0286  HISTORY     - 1960     MONUMENTED       CGS
 KW0286  HISTORY     - 19970209 MARK NOT FOUND   USPSQD
 KW0286
 KW0286                          STATION DESCRIPTION
 KW0286
 KW0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0286'2.2 MI SE FROM GORDON.
 KW0286'ABOUT 0.1 MILE WEST ALONG AN ASPHALT ROAD FROM POST OFFICE IN
 KW0286'GORDON, THENCE 2.05 MILES SOUTHEAST ALONG A NEW ASPHALT ROAD
 KW0286'LEADING UPHILL, 20.0 FEET SOUTH OF THE CENTER OF THE ROAD, 1/2
 KW0286'FOOT EAST OF THE SOUTH END OF HEAD WALL, 1 FOOT ABOVE THE LEVEL
 KW0286'OF THE ROAD AND SET IN A DRILL HOLE IN THE TOP OF THE WEST END
 KW0286'OF THE SOUTH BACK WALL OF A LARGE CATCH BASIN.  NOTE-- 0.3
 KW0286'MILE SOUTHEAST OF THE OVERHEAD CROSSING OF A TRANSMISSION POWER
 KW0286'LINE.
 KW0286
 KW0286                          STATION RECOVERY (1997)
 KW0286
 KW0286'RECOVERY NOTE BY US POWER SQUADRON 1997
 KW0286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2429 ***********************************************************************
 KV2429  DESIGNATION -  B 257
 KV2429  PID         -  KV2429
 KV2429  STATE/COUNTY-  PA/BERKS
 KV2429  USGS QUAD   -  MORGANTOWN (1980)
 KV2429
 KV2429                         *CURRENT SURVEY CONTROL
 KV2429  ___________________________________________________________________
 KV2429* NAD 83(1986)-  40 14 12.     (N)    075 54 33.     (W)     SCALED    
 KV2429* NAVD 88     -       120.713  (meters)     396.04   (feet)  ADJUSTED  
 KV2429  ___________________________________________________________________
 KV2429  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 KV2429  DYNAMIC HT  -         120.648 (meters)     395.83  (feet)  COMP
 KV2429  MODELED GRAV-     980,087.9   (mgal)                       NAVD 88
 KV2429
 KV2429  VERT ORDER  -  SECOND    CLASS 0
 KV2429
 KV2429.The horizontal coordinates were scaled from a topographic map and have
 KV2429.an estimated accuracy of +/- 6 seconds.
 KV2429
 KV2429.The orthometric height was determined by differential leveling
 KV2429.and adjusted by the National Geodetic Survey in June 1991..
 KV2429
 KV2429.The geoid height was determined by GEOID03.
 KV2429
 KV2429.The dynamic height is computed by dividing the NAVD 88
 KV2429.geopotential number by the normal gravity value computed on the
 KV2429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2429.degrees latitude (g = 980.6199 gals.).
 KV2429
 KV2429.The modeled gravity was interpolated from observed gravity values.
 KV2429
 KV2429;                    North         East    Units  Estimated Accuracy
 KV2429;SPC PA S     -   101,930.      756,640.      MT  (+/- 180 meters Scaled)
 KV2429
 KV2429                          SUPERSEDED SURVEY CONTROL
 KV2429
 KV2429  NGVD 29 (??/??/??)  120.953  (m)          396.83   (f) ADJUSTED    2 0
 KV2429
 KV2429.Superseded values are not recommended for survey control.
 KV2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2429.See file dsdata.txt to determine how the superseded data were derived.
 KV2429
 KV2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK226544(NAD 83)
 KV2429_MARKER: DB = BENCH MARK DISK
 KV2429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2429_STAMPING: B 257 1960
 KV2429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2429+STABILITY: SURFACE MOTION
 KV2429_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2429+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2001
 KV2429
 KV2429  HISTORY     - Date     Condition        Report By
 KV2429  HISTORY     - 1960     MONUMENTED       CGS
 KV2429  HISTORY     - 19910713 GOOD             USPSQD
 KV2429  HISTORY     - 20010424 GOOD             PADT
 KV2429
 KV2429                          STATION DESCRIPTION
 KV2429
 KV2429'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2429'6.7 MI S FROM READING.
 KV2429'ABOUT 6.7 MILES SOUTH ALONG U.S. HIGHWAY 122 FROM ITS JUNCTION
 KV2429'WITH U.S. HIGHWAY 222 AND STATE HIGHWAY 73 IN THE SOUTH PART OF
 KV2429'THE CITY OF READING, ABOUT 1.2 MILES NORTH OF THE ROBESON
 KV2429'LUTHERAN CHURCH AND CEMETERY, ABOUT 0.3 MILE NORTH OF AN ASPHALT
 KV2429'ROAD LEADING EAST IN THE SMALL VILLAGE OF BECKERSVILLE, ABOUT 75
 KV2429'YARDS NORTH OF A SINCLAIR SERVICE STATION, 22.6 FEET EAST OF THE
 KV2429'CENTER LINE OF THE HIGHWAY, 22 FEET NORTH OF POWER LINE POLE
 KV2429'NO. MEDR 1263, 3 FEET NORTHEAST OF THE SOUTH END OF A CABLE
 KV2429'GUARD RAIL, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE
 KV2429'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF
 KV2429'THE GROUND.
 KV2429
 KV2429                          STATION RECOVERY (1991)
 KV2429
 KV2429'RECOVERY NOTE BY US POWER SQUADRON 1991 (MWD)
 KV2429'RECOVERED IN GOOD CONDITION.
 KV2429
 KV2429                          STATION RECOVERY (2001)
 KV2429
 KV2429'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (BH)
 KV2429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1259 ***********************************************************************
 KW1259  DESIGNATION -  B 258
 KW1259  PID         -  KW1259
 KW1259  STATE/COUNTY-  PA/LEBANON
 KW1259  USGS QUAD   -  INDIANTOWN GAP (1977)
 KW1259
 KW1259                         *CURRENT SURVEY CONTROL
 KW1259  ___________________________________________________________________
 KW1259* NAD 83(1986)-  40 24 24.     (N)    076 33 14.     (W)     SCALED    
 KW1259* NAVD 88     -       118.436  (meters)     388.57   (feet)  ADJUSTED  
 KW1259  ___________________________________________________________________
 KW1259  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 KW1259  DYNAMIC HT  -         118.375 (meters)     388.37  (feet)  COMP
 KW1259  MODELED GRAV-     980,115.3   (mgal)                       NAVD 88
 KW1259
 KW1259  VERT ORDER  -  SECOND    CLASS 0
 KW1259
 KW1259.The horizontal coordinates were scaled from a topographic map and have
 KW1259.an estimated accuracy of +/- 6 seconds.
 KW1259
 KW1259.The orthometric height was determined by differential leveling
 KW1259.and adjusted by the National Geodetic Survey in June 1991..
 KW1259
 KW1259.The geoid height was determined by GEOID03.
 KW1259
 KW1259.The dynamic height is computed by dividing the NAVD 88
 KW1259.geopotential number by the normal gravity value computed on the
 KW1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1259.degrees latitude (g = 980.6199 gals.).
 KW1259
 KW1259.The modeled gravity was interpolated from observed gravity values.
 KW1259
 KW1259;                    North         East    Units  Estimated Accuracy
 KW1259;SPC PA S     -   119,870.      701,530.      MT  (+/- 180 meters Scaled)
 KW1259
 KW1259                          SUPERSEDED SURVEY CONTROL
 KW1259
 KW1259  NGVD 29 (??/??/??)  118.637  (m)          389.23   (f) ADJUSTED    2 0
 KW1259
 KW1259.Superseded values are not recommended for survey control.
 KW1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1259.See file dsdata.txt to determine how the superseded data were derived.
 KW1259
 KW1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK681740(NAD 83)
 KW1259_MARKER: DB = BENCH MARK DISK
 KW1259_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1259_SP_SET: CONC STORM CELLAR
 KW1259_STAMPING: B 258 1960
 KW1259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1259
 KW1259  HISTORY     - Date     Condition        Report By
 KW1259  HISTORY     - 1960     MONUMENTED       CGS
 KW1259  HISTORY     - 20040321 MARK NOT FOUND   GEOCAC
 KW1259
 KW1259                          STATION DESCRIPTION
 KW1259
 KW1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1259'2.8 MI SE FROM INDIANTOWN GAP.
 KW1259'ABOUT 1.15 MILES SOUTH ALONG STATE HIGHWAY 343 FROM THE INDIANTOWN
 KW1259'GAP MILITARY RESERVATION GUARD HOUSE, THENCE EAST ALONG U.S.
 KW1259'HIGHWAY 22 FOR 1.6, SET IN THE TOP AND CENTER OF THE EAST END
 KW1259'OF A CONCRETE STORM CELLAR OF THE CENTER DIVIDER OF U.S. HIGHWAY 22,
 KW1259'15.0 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE
 KW1259'OF U.S. HIGHWAY 22, 15.0 FEET NORTH OF THE CENTERLINE OF THE WEST
 KW1259'BOUND TRAFFIC LANE OF U.S. HIGHWAY 22, 1/2 FOOT ABOVE THE SURFACE
 KW1259'OF U.S. HIGHWAY 22.
 KW1259
 KW1259                          STATION RECOVERY (2004)
 KW1259
 KW1259'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1259'STORM CELLAR CONCRETE HAS BROKEN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2705 ***********************************************************************
 KW2705  DESIGNATION -  B 259 RESET 1977
 KW2705  PID         -  KW2705
 KW2705  STATE/COUNTY-  PA/BERKS
 KW2705  USGS QUAD   -  FRIEDENSBURG (1976)
 KW2705
 KW2705                         *CURRENT SURVEY CONTROL
 KW2705  ___________________________________________________________________
 KW2705* NAD 83(1986)-  40 30 11.     (N)    076 10 04.     (W)     SCALED    
 KW2705* NAVD 88     -       179.97   (+/-2cm)     590.5    (feet)  VERTCON   
 KW2705  ___________________________________________________________________
 KW2705  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 KW2705
 KW2705  VERT ORDER  -  THIRD (See Below)
 KW2705
 KW2705.The horizontal coordinates were scaled from a topographic map and have
 KW2705.an estimated accuracy of +/- 6 seconds.
 KW2705
 KW2705.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2705.The vertical order pertains to the NGVD 29 superseded value.
 KW2705
 KW2705.The geoid height was determined by GEOID03.
 KW2705
 KW2705;                    North         East    Units  Estimated Accuracy
 KW2705;SPC PA S     -   131,080.      734,100.      MT  (+/- 180 meters Scaled)
 KW2705
 KW2705                          SUPERSEDED SURVEY CONTROL
 KW2705
 KW2705  NGVD 29 (??/??/??)  180.17   (m)          591.1    (f) RESET       3  
 KW2705
 KW2705.Superseded values are not recommended for survey control.
 KW2705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2705.See file dsdata.txt to determine how the superseded data were derived.
 KW2705
 KW2705_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK010842(NAD 83)
 KW2705_MARKER: DB = BENCH MARK DISK
 KW2705_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2705_SP_SET: HEADWALL
 KW2705_STAMPING: B 259 RESET 1977
 KW2705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2705
 KW2705  HISTORY     - Date     Condition        Report By
 KW2705  HISTORY     - 1977     MONUMENTED       NGS
 KW2705  HISTORY     - 20050425 POOR             GEOCAC
 KW2705
 KW2705                          STATION DESCRIPTION
 KW2705
 KW2705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 KW2705'7.5 MI E FROM BETHEL.
 KW2705'LOCATION 7.2 MILES EAST ALONG U.S. HIGHWAY 22 FROM ITS JUNCTION
 KW2705'WITH STATE HIGHWAY 501 AT DETHEL, IN THE NORTHEAST PART OF A
 KW2705'HEADWALL ON THE NORTH SIDE OF THE HIGHWAY, 24.5 FEET NORTH OF THE
 KW2705'CENTER OF THE WEST BOUND LANE OF U.S. HIGHWAY 22, 3 FEET NORTH OF
 KW2705'THE SOUTHEAST CORNER OF THE HEADWALL AND 1.9 FEET SOUTH OF THE
 KW2705'NORTHEAST OF THE HEADWALL.
 KW2705
 KW2705                          STATION RECOVERY (2005)
 KW2705
 KW2705'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW2705'DISK IS GONE BUT STEM REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0105 ***********************************************************************
 MA0105  DESIGNATION -  B 26
 MA0105  PID         -  MA0105
 MA0105  STATE/COUNTY-  PA/MCKEAN
 MA0105  USGS QUAD   -  KEATING SUMMIT (1983)
 MA0105
 MA0105                         *CURRENT SURVEY CONTROL
 MA0105  ___________________________________________________________________
 MA0105* NAD 83(1986)-  41 39 25.     (N)    078 12 26.     (W)     SCALED    
 MA0105* NAVD 88     -       498.593  (meters)    1635.80   (feet)  ADJUSTED  
 MA0105  ___________________________________________________________________
 MA0105  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 MA0105  DYNAMIC HT  -         498.389 (meters)    1635.13  (feet)  COMP
 MA0105  MODELED GRAV-     980,196.6   (mgal)                       NAVD 88
 MA0105
 MA0105  VERT ORDER  -  SECOND    CLASS 0
 MA0105
 MA0105.The horizontal coordinates were scaled from a topographic map and have
 MA0105.an estimated accuracy of +/- 6 seconds.
 MA0105
 MA0105.The orthometric height was determined by differential leveling
 MA0105.and adjusted by the National Geodetic Survey in June 1991..
 MA0105
 MA0105.The geoid height was determined by GEOID03.
 MA0105
 MA0105.The dynamic height is computed by dividing the NAVD 88
 MA0105.geopotential number by the normal gravity value computed on the
 MA0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0105.degrees latitude (g = 980.6199 gals.).
 MA0105
 MA0105.The modeled gravity was interpolated from observed gravity values.
 MA0105
 MA0105;                    North         East    Units  Estimated Accuracy
 MA0105;SPC PA N     -   165,600.      561,920.      MT  (+/- 180 meters Scaled)
 MA0105
 MA0105                          SUPERSEDED SURVEY CONTROL
 MA0105
 MA0105  NGVD 29 (??/??/92)  498.742  (m)         1636.29   (f) ADJ UNCH    2 0
 MA0105
 MA0105.Superseded values are not recommended for survey control.
 MA0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0105.See file dsdata.txt to determine how the superseded data were derived.
 MA0105
 MA0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG325154(NAD 83)
 MA0105_MARKER: DB = BENCH MARK DISK
 MA0105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0105_SP_SET: STONE MILEPOST
 MA0105_STAMPING: B 26 1934
 MA0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0105
 MA0105  HISTORY     - Date     Condition        Report By
 MA0105  HISTORY     - 1934     MONUMENTED       CGS
 MA0105  HISTORY     - 1948     MARK NOT FOUND   NGS
 MA0105
 MA0105                          STATION DESCRIPTION
 MA0105
 MA0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0105'2.6 MI S FROM KEATING SUMMIT.
 MA0105'IN MC KEAN COUNTY, ABOUT 2.6 MILES SOUTH ALONG THE PENNSYLVANIA
 MA0105'RAILROAD FROM THE STATION AT KEATING SUMMIT, POTTER COUNTY, IN THE
 MA0105'TOP OF STONE MILEPOST 110, 12 FEET WEST OF THE CENTER LINE OF
 MA0105'THE TRACK, AND 3 FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD
 MA0105'DISK, STAMPED B 26 1934 AND SET VERTICALLY.
 MA0105
 MA0105                          STATION RECOVERY (1948)
 MA0105
 MA0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 MA0105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2595 ***********************************************************************
 KV2595  DESIGNATION -  B 260 PADH
 KV2595  PID         -  KV2595
 KV2595  STATE/COUNTY-  PA/LEHIGH
 KV2595  USGS QUAD   -  TOPTON (1992)
 KV2595
 KV2595                         *CURRENT SURVEY CONTROL
 KV2595  ___________________________________________________________________
 KV2595* NAD 83(1986)-  40 34 46.     (N)    075 43 53.     (W)     SCALED    
 KV2595* NAVD 88     -       175.945  (meters)     577.25   (feet)  ADJUSTED  
 KV2595  ___________________________________________________________________
 KV2595  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 KV2595  DYNAMIC HT  -         175.857 (meters)     576.96  (feet)  COMP
 KV2595  MODELED GRAV-     980,119.5   (mgal)                       NAVD 88
 KV2595
 KV2595  VERT ORDER  -  SECOND    CLASS 0
 KV2595
 KV2595.The horizontal coordinates were scaled from a topographic map and have
 KV2595.an estimated accuracy of +/- 6 seconds.
 KV2595
 KV2595.The orthometric height was determined by differential leveling
 KV2595.and adjusted by the National Geodetic Survey in June 1991..
 KV2595
 KV2595.The geoid height was determined by GEOID03.
 KV2595
 KV2595.The dynamic height is computed by dividing the NAVD 88
 KV2595.geopotential number by the normal gravity value computed on the
 KV2595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2595.degrees latitude (g = 980.6199 gals.).
 KV2595
 KV2595.The modeled gravity was interpolated from observed gravity values.
 KV2595
 KV2595;                    North         East    Units  Estimated Accuracy
 KV2595;SPC PA S     -   140,320.      770,890.      MT  (+/- 180 meters Scaled)
 KV2595
 KV2595                          SUPERSEDED SURVEY CONTROL
 KV2595
 KV2595  NGVD 29 (??/??/??)  176.148  (m)          577.91   (f) ADJUSTED    2 0
 KV2595
 KV2595.Superseded values are not recommended for survey control.
 KV2595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2595.See file dsdata.txt to determine how the superseded data were derived.
 KV2595
 KV2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK381923(NAD 83)
 KV2595_MARKER: DD = SURVEY DISK
 KV2595_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2595_SP_SET: BRIDGE
 KV2595_STAMPING: B 260
 KV2595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2595+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 KV2595
 KV2595  HISTORY     - Date     Condition        Report By
 KV2595  HISTORY     - 1960     MONUMENTED       PADH
 KV2595  HISTORY     - 1960     GOOD             CGS
 KV2595  HISTORY     - 1987     GOOD             USPSQD
 KV2595  HISTORY     - 19991217 GOOD             USPSQD
 KV2595  HISTORY     - 20060311 GOOD             USPSQD
 KV2595
 KV2595                          STATION DESCRIPTION
 KV2595
 KV2595'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2595'3.5 MI E FROM KRUMSVILLE.
 KV2595'3.5 MILES EAST ALONG U.S. HIGHWAY 22 FROM THE KRUMSVILLE
 KV2595'INTERCHANGE AT KRUMSVILLE, ABOUT 0.2 MILE EAST OF THE
 KV2595'LEHIGH-BERKS COUNTY LINE, SET ON TOP OF THE WEST END OF THE
 KV2595'SOUTH CONCRETE GUARD RAIL OF A LARGE U.S. HIGHWAY 22 BRIDGE OVER
 KV2595'OLD U.S. HIGHWAY 22, 18.6 FEET SOUTH OF THE CENTER LINE OF THE
 KV2595'EAST BOUND LANE OF THE HIGHWAY AND ABOUT 2 FEET ABOVE THE BRIDGE
 KV2595'FLOOR.
 KV2595
 KV2595                          STATION RECOVERY (1987)
 KV2595
 KV2595'RECOVERY NOTE BY US POWER SQUADRON 1987 (MWD)
 KV2595'RECOVERED IN GOOD CONDITION.
 KV2595
 KV2595                          STATION RECOVERY (1999)
 KV2595
 KV2595'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV2595'RECOVERED IN GOOD CONDITION.
 KV2595
 KV2595                          STATION RECOVERY (2006)
 KV2595
 KV2595'RECOVERY NOTE BY US POWER SQUADRON 2006 (RJR)
 KV2595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1916 ***********************************************************************
 KV1916  DESIGNATION -  B 263
 KV1916  PID         -  KV1916
 KV1916  STATE/COUNTY-  PA/MONTGOMERY
 KV1916  USGS QUAD   -  FRANKFORD (1997)
 KV1916
 KV1916                         *CURRENT SURVEY CONTROL
 KV1916  ___________________________________________________________________
 KV1916* NAD 83(1986)-  40 07 14.     (N)    075 03 24.     (W)     SCALED    
 KV1916* NAVD 88     -        35.652  (meters)     116.97   (feet)  ADJUSTED  
 KV1916  ___________________________________________________________________
 KV1916  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KV1916  DYNAMIC HT  -          35.636 (meters)     116.92  (feet)  COMP
 KV1916  MODELED GRAV-     980,160.2   (mgal)                       NAVD 88
 KV1916
 KV1916  VERT ORDER  -  SECOND    CLASS 0
 KV1916
 KV1916.The horizontal coordinates were scaled from a topographic map and have
 KV1916.an estimated accuracy of +/- 6 seconds.
 KV1916
 KV1916.The orthometric height was determined by differential leveling
 KV1916.and adjusted by the National Geodetic Survey in June 1991..
 KV1916
 KV1916.The geoid height was determined by GEOID03.
 KV1916
 KV1916.The dynamic height is computed by dividing the NAVD 88
 KV1916.geopotential number by the normal gravity value computed on the
 KV1916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1916.degrees latitude (g = 980.6199 gals.).
 KV1916
 KV1916.The modeled gravity was interpolated from observed gravity values.
 KV1916
 KV1916;                    North         East    Units  Estimated Accuracy
 KV1916;SPC PA S     -    90,910.      829,550.      MT  (+/- 180 meters Scaled)
 KV1916
 KV1916                          SUPERSEDED SURVEY CONTROL
 KV1916
 KV1916  NGVD 29 (??/??/??)   35.957  (m)          117.97   (f) ADJUSTED    2 0
 KV1916
 KV1916.Superseded values are not recommended for survey control.
 KV1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1916.See file dsdata.txt to determine how the superseded data were derived.
 KV1916
 KV1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK951411(NAD 83)
 KV1916_MARKER: DB = BENCH MARK DISK
 KV1916_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1916_SP_SET: CULVERT
 KV1916_STAMPING: B 263 1962
 KV1916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1916
 KV1916  HISTORY     - Date     Condition        Report By
 KV1916  HISTORY     - 1962     MONUMENTED       CGS
 KV1916  HISTORY     - 19971113 MARK NOT FOUND   USPSQD
 KV1916  HISTORY     - 19990831 MARK NOT FOUND   NGS
 KV1916  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KV1916
 KV1916                          STATION DESCRIPTION
 KV1916
 KV1916'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KV1916'0.4 MI E FROM HUNTINGDON VALLEY.
 KV1916'TO REACH THIS MARK FROM THE INTERSECTION OF HUNTINGTON PIKE AND
 KV1916'RED LION RD., IN HUNTINGDON VALLEY, PROCEED 0.4 MILE EAST ON
 KV1916'RED LION RD. TO INTERSECTION OF PHILMONT AVE.  THE MARK IS 37.8 FT.
 KV1916'EAST OF PHILMONT AVE., AND 20.4 FT. SOUTH OF RED LION RD.
 KV1916'THE MARK IS SET FLUSH IN THE SOUTH END OF A REINFORCED CONCRETE
 KV1916'CULVERT.
 KV1916
 KV1916                          STATION RECOVERY (1997)
 KV1916
 KV1916'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV1916'MARK NOT FOUND.
 KV1916
 KV1916                          STATION RECOVERY (1999)
 KV1916
 KV1916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 KV1916'PARTS OF CULVERT HAVE BEEN REBUILT.  COULD BE UNDER GUIDE RAIL POST,
 KV1916'BUT MORE LIKELY DESTROYED.
 KV1916
 KV1916                          STATION RECOVERY (2001)
 KV1916
 KV1916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV1916'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2102 ***********************************************************************
 KW2102  DESIGNATION -  B 264 PADH
 KW2102  PID         -  KW2102
 KW2102  STATE/COUNTY-  PA/CUMBERLAND
 KW2102  USGS QUAD   -  CARLISLE (1984)
 KW2102
 KW2102                         *CURRENT SURVEY CONTROL
 KW2102  ___________________________________________________________________
 KW2102* NAD 83(1986)-  40 12 03.     (N)    077 10 59.     (W)     SCALED    
 KW2102* NAVD 88     -       137.804  (meters)     452.11   (feet)  ADJUSTED  
 KW2102  ___________________________________________________________________
 KW2102  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 KW2102  DYNAMIC HT  -         137.733 (meters)     451.88  (feet)  COMP
 KW2102  MODELED GRAV-     980,113.0   (mgal)                       NAVD 88
 KW2102
 KW2102  VERT ORDER  -  FIRST     CLASS II
 KW2102
 KW2102.The horizontal coordinates were scaled from a topographic map and have
 KW2102.an estimated accuracy of +/- 6 seconds.
 KW2102
 KW2102.The orthometric height was determined by differential leveling
 KW2102.and adjusted by the National Geodetic Survey in June 1991..
 KW2102
 KW2102.The geoid height was determined by GEOID03.
 KW2102
 KW2102.The dynamic height is computed by dividing the NAVD 88
 KW2102.geopotential number by the normal gravity value computed on the
 KW2102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2102.degrees latitude (g = 980.6199 gals.).
 KW2102
 KW2102.The modeled gravity was interpolated from observed gravity values.
 KW2102
 KW2102;                    North         East    Units  Estimated Accuracy
 KW2102;SPC PA S     -    96,480.      648,270.      MT  (+/- 180 meters Scaled)
 KW2102
 KW2102                          SUPERSEDED SURVEY CONTROL
 KW2102
 KW2102  NGVD 29 (??/??/??)  138.017  (m)          452.81   (f) ADJUSTED    1 2
 KW2102
 KW2102.Superseded values are not recommended for survey control.
 KW2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2102.See file dsdata.txt to determine how the superseded data were derived.
 KW2102
 KW2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK141523(NAD 83)
 KW2102_MARKER: DD = SURVEY DISK
 KW2102_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2102_SP_SET: BRIDGE
 KW2102_STAMPING: B 264
 KW2102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2102+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2006
 KW2102
 KW2102  HISTORY     - Date     Condition        Report By
 KW2102  HISTORY     - UNK      MONUMENTED       PADH
 KW2102  HISTORY     - 1960     GOOD             CGS
 KW2102  HISTORY     - 1979     GOOD             NGS
 KW2102  HISTORY     - 20040715 GOOD             INDIV
 KW2102  HISTORY     - 20060123 GOOD             PADT
 KW2102
 KW2102                          STATION DESCRIPTION
 KW2102
 KW2102'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2102'0.2 MI E FROM CARLISLE.
 KW2102'ABOUT 0.2 MILE EAST FROM THE COUNTY PRISON IN CARLISLE ON STATE
 KW2102'HIGHWAYS 74 AND 641.  IT IS SET IN THE NORTHWEST WINGWALL OF
 KW2102'BRIDGE OVER SPRING RUN CREEK, AT THE SOUTHEAST CORNER OF USED
 KW2102'CAR LOT, 42 FEET NORTHEAST OF STATE HIGHWAYS 74 AND 641, 45
 KW2102'FEET WEST OF THE NORTHEAST CORNER OF BRIDGE OVER SPRING RUN
 KW2102'CREEK.  IT IS 6-INCHS ABOVE THE LEVEL OF THE HIGHWAY.
 KW2102
 KW2102                          STATION RECOVERY (1979)
 KW2102
 KW2102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2102'RECOVERED IN GOOD CONDITION.
 KW2102
 KW2102                          STATION RECOVERY (2004)
 KW2102
 KW2102'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDC)
 KW2102'RECOVERED IN GOOD CONDITION.
 KW2102
 KW2102                          STATION RECOVERY (2006)
 KW2102
 KW2102'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (LJM)
 KW2102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0148 ***********************************************************************
 JW0148  DESIGNATION -  B 265
 JW0148  PID         -  JW0148
 JW0148  STATE/COUNTY-  PA/BEDFORD
 JW0148  USGS QUAD   -  BREEZEWOOD (1982)
 JW0148
 JW0148                         *CURRENT SURVEY CONTROL
 JW0148  ___________________________________________________________________
 JW0148* NAD 83(1996)-  39 59 27.08471(N)    078 14 40.54783(W)     ADJUSTED  
 JW0148* NAVD 88     -       377.803  (meters)    1239.51   (feet)  ADJUSTED  
 JW0148  ___________________________________________________________________
 JW0148  X           -     996,997.979 (meters)                     COMP
 JW0148  Y           -  -4,790,986.379 (meters)                     COMP
 JW0148  Z           -   4,077,429.163 (meters)                     COMP
 JW0148  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 JW0148  ELLIP HEIGHT-         344.40  (meters)          (08/10/01) GPS OBS
 JW0148  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JW0148  DYNAMIC HT  -         377.584 (meters)    1238.79  (feet)  COMP
 JW0148  MODELED GRAV-     980,034.5   (mgal)                       NAVD 88
 JW0148
 JW0148  HORZ ORDER  -  FIRST
 JW0148  VERT ORDER  -  SECOND    CLASS 0
 JW0148  ELLP ORDER  -  FOURTH    CLASS II
 JW0148
 JW0148.The horizontal coordinates were established by GPS observations
 JW0148.and adjusted by the National Geodetic Survey in August 2000..
 JW0148
 JW0148.The orthometric height was determined by differential leveling
 JW0148.and adjusted by the National Geodetic Survey in June 1991..
 JW0148
 JW0148.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JW0148
 JW0148.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW0148
 JW0148.The ellipsoidal height was determined by GPS observations
 JW0148.and is referenced to NAD 83.
 JW0148
 JW0148.The geoid height was determined by GEOID03.
 JW0148
 JW0148.The dynamic height is computed by dividing the NAVD 88
 JW0148.geopotential number by the normal gravity value computed on the
 JW0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0148.degrees latitude (g = 980.6199 gals.).
 JW0148
 JW0148.The modeled gravity was interpolated from observed gravity values.
 JW0148
 JW0148;                    North         East     Units Scale Factor Converg.
 JW0148;SPC PA S     -    73,126.205   557,759.434   MT  0.99999150   -0 19 15.2
 JW0148;SPC PA S     -   239,914.89  1,829,915.74   sFT  0.99999150   -0 19 15.2
 JW0148;UTM  17      - 4,430,379.278   735,247.729   MT  1.00028134   +1 46 17.8
 JW0148
 JW0148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW0148!SPC PA S     -   0.99994597  x   0.99999150  =   0.99993747
 JW0148!UTM  17      -   0.99994597  x   1.00028134  =   1.00022730
 JW0148
 JW0148                          SUPERSEDED SURVEY CONTROL
 JW0148
 JW0148  ELLIP H (08/29/00)  344.34   (m)                       GP(       ) 3 2
 JW0148  NAVD 88 (08/29/00)  377.80   (m)         1239.5    (f) LEVELING    3  
 JW0148  NGVD 29 (??/??/92)  377.978  (m)         1240.08   (f) ADJ UNCH    2 0
 JW0148
 JW0148.Superseded values are not recommended for survey control.
 JW0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0148.See file dsdata.txt to determine how the superseded data were derived.
 JW0148
 JW0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE3524830379(NAD 83)
 JW0148_MARKER: DD = SURVEY DISK
 JW0148_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0148_SP_SET: BRIDGE
 JW0148_STAMPING: B 265 1960
 JW0148_MARK LOGO: PADH  
 JW0148_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW0148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW0148+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2000
 JW0148
 JW0148  HISTORY     - Date     Condition        Report By
 JW0148  HISTORY     - 1960     MONUMENTED       PADH
 JW0148  HISTORY     - 1960     GOOD             NGS
 JW0148  HISTORY     - 20000201 GOOD             NEILAN
 JW0148
 JW0148                          STATION DESCRIPTION
 JW0148
 JW0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JW0148'0.6 MI S FROM BREEZEWOOD.
 JW0148'ABOUT 0.65 MILE SOUTH ALONG STATE HY. 126 FROM THE JUNCTION OF
 JW0148'U.S. HY. 30 AND STATE HY. 126 IN BREEZEWOOD, STANDARD P.D.H. MARK
 JW0148'DRILLED IN HORIZONTAL IN THE SOUTH EAST WINGWALL OF BRIDGE OVER
 JW0148'SMALL CREEK, 21 FEET EAST OF THE CENTERLINE OF HY. 126, APPROXIMATELY
 JW0148'54 FEET NORTH OF OVER HEAD TURNPIKE BRIDGE.
 JW0148
 JW0148                          STATION RECOVERY (2000)
 JW0148
 JW0148'RECOVERY NOTE BY THE NEILAN ENGINEERS INCORPORATED 2000 (TEK)
 JW0148'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3274 ***********************************************************************
 JV3274  DESIGNATION -  B 265 X
 JV3274  PID         -  JV3274
 JV3274  STATE/COUNTY-  PA/FRANKLIN
 JV3274  USGS QUAD   -  SCOTLAND (1990)
 JV3274
 JV3274                         *CURRENT SURVEY CONTROL
 JV3274  ___________________________________________________________________
 JV3274* NAD 83(1986)-  39 58 10.     (N)    077 34 26.     (W)     SCALED    
 JV3274* NAVD 88     -       218.845  (meters)     717.99   (feet)  ADJUSTED  
 JV3274  ___________________________________________________________________
 JV3274  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 JV3274  DYNAMIC HT  -         218.719 (meters)     717.58  (feet)  COMP
 JV3274  MODELED GRAV-     980,045.6   (mgal)                       NAVD 88
 JV3274
 JV3274  VERT ORDER  -  FIRST     CLASS II
 JV3274
 JV3274.The horizontal coordinates were scaled from a topographic map and have
 JV3274.an estimated accuracy of +/- 6 seconds.
 JV3274
 JV3274.The orthometric height was determined by differential leveling
 JV3274.and adjusted by the National Geodetic Survey in June 1991..
 JV3274
 JV3274.The geoid height was determined by GEOID03.
 JV3274
 JV3274.The dynamic height is computed by dividing the NAVD 88
 JV3274.geopotential number by the normal gravity value computed on the
 JV3274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3274.degrees latitude (g = 980.6199 gals.).
 JV3274
 JV3274.The modeled gravity was interpolated from observed gravity values.
 JV3274
 JV3274;                    North         East    Units  Estimated Accuracy
 JV3274;SPC PA S     -    70,650.      615,050.      MT  (+/- 180 meters Scaled)
 JV3274
 JV3274                          SUPERSEDED SURVEY CONTROL
 JV3274
 JV3274  NGVD 29 (??/??/??)  219.022  (m)          718.57   (f) ADJUSTED    1 2
 JV3274
 JV3274.Superseded values are not recommended for survey control.
 JV3274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3274.See file dsdata.txt to determine how the superseded data were derived.
 JV3274
 JV3274_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK801275(NAD 83)
 JV3274_MARKER: DB = BENCH MARK DISK
 JV3274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3274_STAMPING: B 265 X 1960
 JV3274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3274+STABILITY: SURFACE MOTION
 JV3274
 JV3274  HISTORY     - Date     Condition        Report By
 JV3274  HISTORY     - 1960     MONUMENTED       CGS
 JV3274  HISTORY     - 1979     GOOD             NGS
 JV3274
 JV3274                          STATION DESCRIPTION
 JV3274
 JV3274'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JV3274'6 MI SW FROM SHIPPENSBURG.
 JV3274'ABOUT 5.95 MILE SOUTH ALONG STATE HY. 696 FROM THE JUNCTION OF
 JV3274'U.S. 11 AND STATE HY. 696 IN SHIPPENSBURG, STANDARD BENCH MARK
 JV3274'DISK SET IN TOP OF (SQUARE) CONCRETE POST FLUSH WITH THE GROUND,
 JV3274'17 FEET SOUTH EAST OF THE CENTERLINE OF THE HIGHWAY, 4 FEET NORTH
 JV3274'EAST OF TELEPHONE POLE NO. 13, 3 FEET NORTH OF FENCE CORNER WITH
 JV3274'A STANDARD METAL WITNESS MARKER ATTACHED.
 JV3274
 JV3274                          STATION RECOVERY (1979)
 JV3274
 JV3274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV3274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3299 ***********************************************************************
 JV3299  DESIGNATION -  B 266
 JV3299  PID         -  JV3299
 JV3299  STATE/COUNTY-  PA/FRANKLIN
 JV3299  USGS QUAD   -  GREENCASTLE (1990)
 JV3299
 JV3299                         *CURRENT SURVEY CONTROL
 JV3299  ___________________________________________________________________
 JV3299* NAD 83(1986)-  39 51 39.     (N)    077 42 11.     (W)     SCALED    
 JV3299* NAVD 88     -       182.625  (meters)     599.16   (feet)  ADJUSTED  
 JV3299  ___________________________________________________________________
 JV3299  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 JV3299  DYNAMIC HT  -         182.520 (meters)     598.82  (feet)  COMP
 JV3299  MODELED GRAV-     980,047.0   (mgal)                       NAVD 88
 JV3299
 JV3299  VERT ORDER  -  FIRST     CLASS II
 JV3299
 JV3299.The horizontal coordinates were scaled from a topographic map and have
 JV3299.an estimated accuracy of +/- 6 seconds.
 JV3299
 JV3299.The orthometric height was determined by differential leveling
 JV3299.and adjusted by the National Geodetic Survey in June 1991..
 JV3299
 JV3299.The geoid height was determined by GEOID03.
 JV3299
 JV3299.The dynamic height is computed by dividing the NAVD 88
 JV3299.geopotential number by the normal gravity value computed on the
 JV3299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3299.degrees latitude (g = 980.6199 gals.).
 JV3299
 JV3299.The modeled gravity was interpolated from observed gravity values.
 JV3299
 JV3299;                    North         East    Units  Estimated Accuracy
 JV3299;SPC PA S     -    58,570.      604,020.      MT  (+/- 180 meters Scaled)
 JV3299
 JV3299                          SUPERSEDED SURVEY CONTROL
 JV3299
 JV3299  NGVD 29 (??/??/??)  182.798  (m)          599.73   (f) ADJUSTED    1 2
 JV3299
 JV3299.Superseded values are not recommended for survey control.
 JV3299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3299.See file dsdata.txt to determine how the superseded data were derived.
 JV3299
 JV3299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK687158(NAD 83)
 JV3299_MARKER: DB = BENCH MARK DISK
 JV3299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV3299_SP_SET: WALKWAY
 JV3299_STAMPING: B 266 1960
 JV3299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV3299
 JV3299  HISTORY     - Date     Condition        Report By
 JV3299  HISTORY     - 1960     MONUMENTED       CGS
 JV3299  HISTORY     - 1979     GOOD             NGS
 JV3299
 JV3299                          STATION DESCRIPTION
 JV3299
 JV3299'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JV3299'IN MARION.
 JV3299'ABOUT 0.1 MILE EAST ALONG COUNTY RD. A-230 FROM THE JUNCTION OF
 JV3299'U.S. 11 AND COUNTY RD. A-230 IN THE NORTH OF MARION TO FARMERS
 JV3299'AND MERCHANTS TRUST CO. OR THE MARION BANK (ON NORTH SIDE OF
 JV3299'ROAD), STANDARD BENCH MARK DISK DRILLED IN HORIZONTAL IN THE
 JV3299'NORTH CORNER OF SOUTHEAST FRONT WALK-WAY, 8 FEET NORTHEAST
 JV3299'OF THE EAST DOOR (FRONT DOOR), 14 FEET NORTHWEST OF THE EDGE
 JV3299'OF THE WALK, 60 FEET NORTH OF TELEPHONE POLE NO. 1, 12 FEET WEST
 JV3299'FROM THE EAST CORNER OF THE BANK BUILDING.
 JV3299
 JV3299                          STATION RECOVERY (1979)
 JV3299
 JV3299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV3299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2662 ***********************************************************************
 KV2662  DESIGNATION -  B 267 PADH
 KV2662  PID         -  KV2662
 KV2662  STATE/COUNTY-  PA/LEHIGH
 KV2662  USGS QUAD   -  ALLENTOWN WEST (1992)
 KV2662
 KV2662                         *CURRENT SURVEY CONTROL
 KV2662  ___________________________________________________________________
 KV2662* NAD 83(1986)-  40 37 03.     (N)    075 34 49.     (W)     SCALED    
 KV2662* NAVD 88     -       111.503  (meters)     365.82   (feet)  ADJUSTED  
 KV2662  ___________________________________________________________________
 KV2662  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 KV2662  DYNAMIC HT  -         111.448 (meters)     365.64  (feet)  COMP
 KV2662  MODELED GRAV-     980,133.2   (mgal)                       NAVD 88
 KV2662
 KV2662  VERT ORDER  -  SECOND    CLASS 0
 KV2662
 KV2662.The horizontal coordinates were scaled from a topographic map and have
 KV2662.an estimated accuracy of +/- 6 seconds.
 KV2662
 KV2662.The orthometric height was determined by differential leveling
 KV2662.and adjusted by the National Geodetic Survey in June 1991..
 KV2662
 KV2662.The geoid height was determined by GEOID03.
 KV2662
 KV2662.The dynamic height is computed by dividing the NAVD 88
 KV2662.geopotential number by the normal gravity value computed on the
 KV2662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2662.degrees latitude (g = 980.6199 gals.).
 KV2662
 KV2662.The modeled gravity was interpolated from observed gravity values.
 KV2662
 KV2662;                    North         East    Units  Estimated Accuracy
 KV2662;SPC PA S     -   144,840.      783,580.      MT  (+/- 180 meters Scaled)
 KV2662
 KV2662                          SUPERSEDED SURVEY CONTROL
 KV2662
 KV2662  NGVD 29 (??/??/??)  111.713  (m)          366.51   (f) ADJUSTED    2 0
 KV2662
 KV2662.Superseded values are not recommended for survey control.
 KV2662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2662.See file dsdata.txt to determine how the superseded data were derived.
 KV2662
 KV2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK509964(NAD 83)
 KV2662_MARKER: DD = SURVEY DISK
 KV2662_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2662_SP_SET: CULVERT
 KV2662_STAMPING: B 267
 KV2662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2662
 KV2662  HISTORY     - Date     Condition        Report By
 KV2662  HISTORY     - 1960     MONUMENTED       PADH
 KV2662  HISTORY     - 1960     GOOD             CGS
 KV2662  HISTORY     - 1983     GOOD             LOCENG
 KV2662  HISTORY     - 20030102 GOOD             USPSQD
 KV2662
 KV2662                          STATION DESCRIPTION
 KV2662
 KV2662'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2662'1.3 MI S FROM OREFIELD.
 KV2662'1.3 MILES SOUTH ALONG STATE HIGHWAY NO. 29 FROM THE POST OFFICE
 KV2662'AT OREFIELD, ABOUT 0.35 MILE SOUTH OF THE SOUTH END OF THE BRIDGE
 KV2662'OVER JORDAN CREEK, ABOUT 0.25 MILE NORTH OF THE CROSSING OF THE
 KV2662'PENNSYLVANIA TURNPIKE, AT A SMALL CREEK CROSSING, ON THE TOP OF
 KV2662'THE SOUTHEAST CONCRETE WINGWALL OF AN 18-BY-5-FOOT LONG CONCRETE
 KV2662'BOX CULVERT, 23 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 KV2662'AND ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 KV2662
 KV2662                          STATION RECOVERY (1983)
 KV2662
 KV2662'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983
 KV2662'RECOVERED IN GOOD CONDITION.
 KV2662
 KV2662                          STATION RECOVERY (2003)
 KV2662
 KV2662'RECOVERY NOTE BY US POWER SQUADRON 2003 (MLE)
 KV2662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1743 ***********************************************************************
 KV1743  DESIGNATION -  B 268 PADH
 KV1743  PID         -  KV1743
 KV1743  STATE/COUNTY-  PA/LEHIGH
 KV1743  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV1743
 KV1743                         *CURRENT SURVEY CONTROL
 KV1743  ___________________________________________________________________
 KV1743* NAD 83(1986)-  40 33 28.     (N)    075 26 22.     (W)     SCALED    
 KV1743* NAVD 88     -       156.575  (meters)     513.70   (feet)  ADJUSTED  
 KV1743  ___________________________________________________________________
 KV1743  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 KV1743  DYNAMIC HT  -         156.498 (meters)     513.44  (feet)  COMP
 KV1743  MODELED GRAV-     980,127.5   (mgal)                       NAVD 88
 KV1743
 KV1743  VERT ORDER  -  SECOND    CLASS 0
 KV1743
 KV1743.The horizontal coordinates were scaled from a topographic map and have
 KV1743.an estimated accuracy of +/- 6 seconds.
 KV1743
 KV1743.The orthometric height was determined by differential leveling
 KV1743.and adjusted by the National Geodetic Survey in June 1991..
 KV1743
 KV1743.The geoid height was determined by GEOID03.
 KV1743
 KV1743.The dynamic height is computed by dividing the NAVD 88
 KV1743.geopotential number by the normal gravity value computed on the
 KV1743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1743.degrees latitude (g = 980.6199 gals.).
 KV1743
 KV1743.The modeled gravity was interpolated from observed gravity values.
 KV1743
 KV1743;                    North         East    Units  Estimated Accuracy
 KV1743;SPC PA S     -   138,520.      795,660.      MT  (+/- 180 meters Scaled)
 KV1743
 KV1743                          SUPERSEDED SURVEY CONTROL
 KV1743
 KV1743  NGVD 29 (??/??/??)  156.788  (m)          514.40   (f) ADJUSTED    2 0
 KV1743
 KV1743.Superseded values are not recommended for survey control.
 KV1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1743.See file dsdata.txt to determine how the superseded data were derived.
 KV1743
 KV1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK627897(NAD 83)
 KV1743_MARKER: DD = SURVEY DISK
 KV1743_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1743_SP_SET: BRIDGE
 KV1743_STAMPING: B 268
 KV1743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1743
 KV1743  HISTORY     - Date     Condition        Report By
 KV1743  HISTORY     - 1960     MONUMENTED       PADH
 KV1743  HISTORY     - 1960     GOOD             CGS
 KV1743  HISTORY     - 1987     GOOD             LOCSUR
 KV1743  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 KV1743
 KV1743                          STATION DESCRIPTION
 KV1743
 KV1743'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV1743'2.6 MI SE FROM EMMAUS.
 KV1743'2.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 309 FROM THE INTERSECTION
 KV1743'OF LEHIGH STREET, ALLENTOWN, EMMAUS EXIT WITH U.S. HIGHWAY 309
 KV1743'AT THE NORTH EDGE OF EMMAUS, 20.0 FEET SOUTH OF THE CENTERLINE
 KV1743'OF THE SOUTHEAST BOUND TRAFFIC LANE OF U.S. HIGHWAY 309, 3.4
 KV1743'FEET SOUTHEAST OF THE NORTHWEST END OF CONCRETE BRIDGE AND ABOUT
 KV1743'1.0 FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR AND SURFACE OF
 KV1743'HIGHWAY.  SET IN TOP OF THE SOUTHWEST BUMPER CURBING OF A 75.0
 KV1743'FOOT LONG CONCRETE BRIDGE OF U.S. HIGHWAY 309 OVER A BLACKTOP
 KV1743'ROAD.
 KV1743
 KV1743                          STATION RECOVERY (1987)
 KV1743
 KV1743'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (VDD)
 KV1743'RECOVERED IN GOOD CONDITION.
 KV1743
 KV1743                          STATION RECOVERY (1995)
 KV1743
 KV1743'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1743'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1679 ***********************************************************************
 KV1679  DESIGNATION -  B 269 PADH
 KV1679  PID         -  KV1679
 KV1679  STATE/COUNTY-  PA/NORTHAMPTON
 KV1679  USGS QUAD   -  NAZARETH (1992)
 KV1679
 KV1679                         *CURRENT SURVEY CONTROL
 KV1679  ___________________________________________________________________
 KV1679* NAD 83(1986)-  40 41 10.     (N)    075 15 06.     (W)     SCALED    
 KV1679* NAVD 88     -        95.348  (meters)     312.82   (feet)  ADJUSTED  
 KV1679  ___________________________________________________________________
 KV1679  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 KV1679  DYNAMIC HT  -          95.303 (meters)     312.67  (feet)  COMP
 KV1679  MODELED GRAV-     980,152.1   (mgal)                       NAVD 88
 KV1679
 KV1679  VERT ORDER  -  SECOND    CLASS 0
 KV1679
 KV1679.The horizontal coordinates were scaled from a topographic map and have
 KV1679.an estimated accuracy of +/- 6 seconds.
 KV1679
 KV1679.The orthometric height was determined by differential leveling
 KV1679.and adjusted by the National Geodetic Survey in June 1991..
 KV1679
 KV1679.The geoid height was determined by GEOID03.
 KV1679
 KV1679.The dynamic height is computed by dividing the NAVD 88
 KV1679.geopotential number by the normal gravity value computed on the
 KV1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1679.degrees latitude (g = 980.6199 gals.).
 KV1679
 KV1679.The modeled gravity was interpolated from observed gravity values.
 KV1679
 KV1679;                    North         East    Units  Estimated Accuracy
 KV1679;SPC PA S     -   153,190.      811,160.      MT  (+/- 180 meters Scaled)
 KV1679
 KV1679                          SUPERSEDED SURVEY CONTROL
 KV1679
 KV1679  NGVD 29 (??/??/??)   95.558  (m)          313.51   (f) ADJUSTED    2 0
 KV1679
 KV1679.Superseded values are not recommended for survey control.
 KV1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1679.See file dsdata.txt to determine how the superseded data were derived.
 KV1679
 KV1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL787039(NAD 83)
 KV1679_MARKER: DD = SURVEY DISK
 KV1679_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1679_SP_SET: BRIDGE
 KV1679_STAMPING: B 269 1960
 KV1679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1679
 KV1679  HISTORY     - Date     Condition        Report By
 KV1679  HISTORY     - 1960     MONUMENTED       PADH
 KV1679  HISTORY     - 1961     GOOD             CGS
 KV1679  HISTORY     - 19940425 GOOD             USPSQD
 KV1679  HISTORY     - 19950409 GOOD             USPSQD
 KV1679  HISTORY     - 20021117 GOOD             USPSQD
 KV1679
 KV1679                          STATION DESCRIPTION
 KV1679
 KV1679'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV1679'3.4 MI W FROM EASTON.
 KV1679'3.4 MILE WEST ALONG U.S. HY. 22 FROM WHERE HY. 22 GOES OVER 3RD.
 KV1679'ST. IN EASTON, SET IN TOP OF THE SOUTH EAST WINGWALL OF A
 KV1679'CONCRETE BRIDGE OVER STATE HY. 45, 23 1/2 FEET SOUTH OF THE
 KV1679'CENTERLINE OF THE EAST BOUND LANE OF HY. 22, 25 FEET EAST-SOUTH
 KV1679'EAST OF THE CENTERLINE OF U.S. HY. 22, 4 FEET NORTH EAST OF GUARD
 KV1679'RAIL CONNECTING TO BRIDGE, PENNSYLVANIA DEPARTMENT OF HIGHWAYS
 KV1679'DISK DRILLED IN HORIZONTAL, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 KV1679'HIGHWAY, STAMPED B 269 1960.
 KV1679
 KV1679                          STATION RECOVERY (1994)
 KV1679
 KV1679'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1679'RECOVERED IN GOOD CONDITION.
 KV1679
 KV1679                          STATION RECOVERY (1995)
 KV1679
 KV1679'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1679'RECOVERED IN GOOD CONDITION.
 KV1679
 KV1679                          STATION RECOVERY (2002)
 KV1679
 KV1679'RECOVERY NOTE BY US POWER SQUADRON 2002 (MM)
 KV1679'STATE ROUTE 45 IS NOW ROUTE 248, LOCALLY KNOWN AS 25TH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0294 ***********************************************************************
 MA0294  DESIGNATION -  B 27
 MA0294  PID         -  MA0294
 MA0294  STATE/COUNTY-  PA/CAMERON
 MA0294  USGS QUAD   -  SINNEMAHONING (1977)
 MA0294
 MA0294                         *CURRENT SURVEY CONTROL
 MA0294  ___________________________________________________________________
 MA0294* NAD 83(1986)-  41 22 13.     (N)    078 03 06.     (W)     SCALED    
 MA0294* NAVD 88     -       256.479  (meters)     841.46   (feet)  ADJUSTED  
 MA0294  ___________________________________________________________________
 MA0294  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 MA0294  DYNAMIC HT  -         256.363 (meters)     841.08  (feet)  COMP
 MA0294  MODELED GRAV-     980,168.5   (mgal)                       NAVD 88
 MA0294
 MA0294  VERT ORDER  -  SECOND    CLASS 0
 MA0294
 MA0294.The horizontal coordinates were scaled from a topographic map and have
 MA0294.an estimated accuracy of +/- 6 seconds.
 MA0294
 MA0294.The orthometric height was determined by differential leveling
 MA0294.and adjusted by the National Geodetic Survey in June 1991..
 MA0294
 MA0294.The geoid height was determined by GEOID03.
 MA0294
 MA0294.The dynamic height is computed by dividing the NAVD 88
 MA0294.geopotential number by the normal gravity value computed on the
 MA0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0294.degrees latitude (g = 980.6199 gals.).
 MA0294
 MA0294.The modeled gravity was interpolated from observed gravity values.
 MA0294
 MA0294;                    North         East    Units  Estimated Accuracy
 MA0294;SPC PA N     -   133,710.      574,760.      MT  (+/- 180 meters Scaled)
 MA0294
 MA0294                          SUPERSEDED SURVEY CONTROL
 MA0294
 MA0294  NGVD 29 (??/??/92)  256.647  (m)          842.02   (f) ADJ UNCH    2 0
 MA0294
 MA0294.Superseded values are not recommended for survey control.
 MA0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0294.See file dsdata.txt to determine how the superseded data were derived.
 MA0294
 MA0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF465840(NAD 83)
 MA0294_MARKER: DB = BENCH MARK DISK
 MA0294_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0294_SP_SET: WATER TANK PIER
 MA0294_STAMPING: B 27 1934
 MA0294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0294
 MA0294  HISTORY     - Date     Condition        Report By
 MA0294  HISTORY     - 1934     MONUMENTED       CGS
 MA0294
 MA0294                          STATION DESCRIPTION
 MA0294
 MA0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0294'4.6 MI N FROM SINNAMAHONING.
 MA0294'ABOUT 4.6 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MA0294'SINNAMAHONING, CAMERON COUNTY, ABOUT 235 FEET SOUTH OF MILEPOST
 MA0294'96, ABOUT 135 FEET SOUTH OF A WOODEN BRIDGE, ON THE NORTH SIDE
 MA0294'OF A SQUARE BRICK WALL, IN THE TOP OF THE EAST CONCRETE WATER
 MA0294'TANK PIER, 15 FEET WEST OF THE CENTER LINE OF THE TRACK, AND
 MA0294'ABOUT 3 FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 MA0294'STAMPED B 27 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0860 ***********************************************************************
 JU0860  DESIGNATION -  B 270
 JU0860  PID         -  JU0860
 JU0860  STATE/COUNTY-  PA/DELAWARE
 JU0860  USGS QUAD   -  BRIDGEPORT (1995)
 JU0860
 JU0860                         *CURRENT SURVEY CONTROL
 JU0860  ___________________________________________________________________
 JU0860* NAD 83(1986)-  39 52 17.     (N)    075 20 32.     (W)     SCALED    
 JU0860* NAVD 88     -        15.797  (meters)      51.83   (feet)  ADJUSTED  
 JU0860  ___________________________________________________________________
 JU0860  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU0860  DYNAMIC HT  -          15.790 (meters)      51.80  (feet)  COMP
 JU0860  MODELED GRAV-     980,172.2   (mgal)                       NAVD 88
 JU0860
 JU0860  VERT ORDER  -  SECOND    CLASS 0
 JU0860
 JU0860.The horizontal coordinates were scaled from a topographic map and have
 JU0860.an estimated accuracy of +/- 6 seconds.
 JU0860
 JU0860.The orthometric height was determined by differential leveling
 JU0860.and adjusted by the National Geodetic Survey in June 1991..
 JU0860
 JU0860.The geoid height was determined by GEOID03.
 JU0860
 JU0860.The dynamic height is computed by dividing the NAVD 88
 JU0860.geopotential number by the normal gravity value computed on the
 JU0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0860.degrees latitude (g = 980.6199 gals.).
 JU0860
 JU0860.The modeled gravity was interpolated from observed gravity values.
 JU0860
 JU0860;                    North         East    Units  Estimated Accuracy
 JU0860;SPC PA S     -    62,550.      805,970.      MT  (+/- 180 meters Scaled)
 JU0860
 JU0860                          SUPERSEDED SURVEY CONTROL
 JU0860
 JU0860  NGVD 29 (??/??/??)   16.142  (m)           52.96   (f) ADJUSTED    2 0
 JU0860
 JU0860.Superseded values are not recommended for survey control.
 JU0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0860.See file dsdata.txt to determine how the superseded data were derived.
 JU0860
 JU0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK707135(NAD 83)
 JU0860_MARKER: DB = BENCH MARK DISK
 JU0860_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0860_SP_SET: STEP
 JU0860_STAMPING: B 270 1961
 JU0860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0860
 JU0860  HISTORY     - Date     Condition        Report By
 JU0860  HISTORY     - 1961     MONUMENTED       CGS
 JU0860  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU0860
 JU0860                          STATION DESCRIPTION
 JU0860
 JU0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0860'AT EDDYSTONE.
 JU0860'0.3 MILE NORTH WEST ALONG FAIRVIEW RD. FROM THE JUNCTION OF
 JU0860'FAIRVIEW RD. AND CHESTER PIKE (HY. U.S. 13).  AT EDDYSTONE DEPOT.
 JU0860'SET IN TOP AND AT THE SOUTH WEST SIDE OF THE FIRST STEP LEADING TO
 JU0860'THE WAITING ROOM, 30 FEET NORTH WEST OF THE NORTH WEST RAIL OF
 JU0860'THE MAIN TRACK, 120 FEET NORTH EAST OF THE CENTERLINE OF FAIRVIEW
 JU0860'RD. STANDARD BENCH MARK DISK DRILLED IN HORIZONTAL.  STAMPED
 JU0860'B 270 1961.
 JU0860
 JU0860                          STATION RECOVERY (1984)
 JU0860
 JU0860'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0860'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0089 ***********************************************************************
 MB0089  DESIGNATION -  B 271
 MB0089  PID         -  MB0089
 MB0089  STATE/COUNTY-  PA/CRAWFORD
 MB0089  USGS QUAD   -  MEADVILLE (1990)
 MB0089
 MB0089                         *CURRENT SURVEY CONTROL
 MB0089  ___________________________________________________________________
 MB0089* NAD 83(1986)-  41 37 56.     (N)    080 11 36.     (W)     SCALED    
 MB0089* NAVD 88     -       355.132  (meters)    1165.13   (feet)  ADJUSTED  
 MB0089  ___________________________________________________________________
 MB0089  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 MB0089  DYNAMIC HT  -         354.984 (meters)    1164.64  (feet)  COMP
 MB0089  MODELED GRAV-     980,194.2   (mgal)                       NAVD 88
 MB0089
 MB0089  VERT ORDER  -  SECOND    CLASS 0
 MB0089
 MB0089.The horizontal coordinates were scaled from a topographic map and have
 MB0089.an estimated accuracy of +/- 6 seconds.
 MB0089
 MB0089.The orthometric height was determined by differential leveling
 MB0089.and adjusted by the National Geodetic Survey in June 1991..
 MB0089
 MB0089.The geoid height was determined by GEOID03.
 MB0089
 MB0089.The dynamic height is computed by dividing the NAVD 88
 MB0089.geopotential number by the normal gravity value computed on the
 MB0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0089.degrees latitude (g = 980.6199 gals.).
 MB0089
 MB0089.The modeled gravity was interpolated from observed gravity values.
 MB0089
 MB0089;                    North         East    Units  Estimated Accuracy
 MB0089;SPC PA N     -   165,630.      396,440.      MT  (+/- 180 meters Scaled)
 MB0089
 MB0089                          SUPERSEDED SURVEY CONTROL
 MB0089
 MB0089  NGVD 29 (??/??/92)  355.303  (m)         1165.69   (f) ADJ UNCH    2 0
 MB0089
 MB0089.Superseded values are not recommended for survey control.
 MB0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0089.See file dsdata.txt to determine how the superseded data were derived.
 MB0089
 MB0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG671092(NAD 83)
 MB0089_MARKER: DB = BENCH MARK DISK
 MB0089_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0089_SP_SET: BRIDGE
 MB0089_STAMPING: B 271 1961
 MB0089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0089
 MB0089  HISTORY     - Date     Condition        Report By
 MB0089  HISTORY     - 1961     MONUMENTED       CGS
 MB0089  HISTORY     - 19961228 MARK NOT FOUND   USPSQD
 MB0089  HISTORY     - 19991111 MARK NOT FOUND   USPSQD
 MB0089
 MB0089                          STATION DESCRIPTION
 MB0089
 MB0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0089'1.6 MI NW FROM MEADVILLE.
 MB0089'ABOUT 0.45 MILE WEST ALONG U.S. HIGHWAYS 6 AND 322 FROM THEIR
 MB0089'JUNCTION AT THE STATE HIGHWAY DEPARTMENT BUILDING AT THE SOUTH
 MB0089'EDGE OF MEADVILLE, TO THE JUNCTION OF TOWNSHIP ROAD 487, THENCE
 MB0089'NORTH-NORTHWEST ALONG TOWNSHIP ROAD 487 FOR 1.1 MILES TO A
 MB0089'Y-INTERSECTION, THE JUNCTION OF TOWNSHIP ROADS 487 AND 514, A
 MB0089'CONCRETE BRIDGE ACROSS VAN HORN CREEK AND THE MARK, 30.0 FEET
 MB0089'SOUTHWEST OF THE CENTER OF THE Y-INTERSECTION, 14.0 FEET WEST OF
 MB0089'A 4.0 FOOT HIGH RETAINING WALL, 12.0 FEET SOUTH OF THE CENTERLINE
 MB0089'OF THE BRIDGE AND 3.6 FEET SOUTH OF THE SOUTHEAST END OFTHE
 MB0089'BRIDGE.  SET IN THE TOP OF THE SOUTHEAST WINGWALL OF THE 30.0
 MB0089'FOOT LONG CONCRETE BRIDGE.  THE MARK IS ABOUT 3.0 FEET BELOW
 MB0089'THE SURFACE OF THE BRIDGE.
 MB0089
 MB0089                          STATION RECOVERY (1996)
 MB0089
 MB0089'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB0089'MARK NOT FOUND.
 MB0089
 MB0089                          STATION RECOVERY (1999)
 MB0089
 MB0089'RECOVERY NOTE BY US POWER SQUADRON 1999
 MB0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB3254 ***********************************************************************
 MB3254  DESIGNATION -  B 271 RESET
 MB3254  PID         -  MB3254
 MB3254  STATE/COUNTY-  PA/CRAWFORD
 MB3254  USGS QUAD   -  MEADVILLE (1990)
 MB3254
 MB3254                         *CURRENT SURVEY CONTROL
 MB3254  ___________________________________________________________________
 MB3254* NAD 83(1986)-  41 37 56.     (N)    080 11 36.     (W)     SCALED    
 MB3254* NAVD 88     -       355.81   (+/-2cm)    1167.4    (feet)  VERTCON   
 MB3254  ___________________________________________________________________
 MB3254  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 MB3254
 MB3254  VERT ORDER  -  THIRD (See Below)
 MB3254
 MB3254.The horizontal coordinates were scaled from a topographic map and have
 MB3254.an estimated accuracy of +/- 6 seconds.
 MB3254
 MB3254.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3254.The vertical order pertains to the NGVD 29 superseded value.
 MB3254
 MB3254.The geoid height was determined by GEOID03.
 MB3254
 MB3254;                    North         East    Units  Estimated Accuracy
 MB3254;SPC PA N     -   165,630.      396,440.      MT  (+/- 180 meters Scaled)
 MB3254
 MB3254                          SUPERSEDED SURVEY CONTROL
 MB3254
 MB3254  NGVD 29 (02/24/03)  355.98   (m)         1167.9    (f) RESET       3  
 MB3254
 MB3254.Superseded values are not recommended for survey control.
 MB3254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3254.See file dsdata.txt to determine how the superseded data were derived.
 MB3254
 MB3254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG671092(NAD 83)
 MB3254_MARKER: DV = VERTICAL CONTROL DISK
 MB3254_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MB3254_SP_SET: BRIDGE ABUTMENT
 MB3254_STAMPING: B 271 RESET 1986
 MB3254_MARK LOGO: NGS   
 MB3254_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB3254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB3254
 MB3254  HISTORY     - Date     Condition        Report By
 MB3254  HISTORY     - 1986     MONUMENTED       LOCENG
 MB3254
 MB3254                          STATION DESCRIPTION
 MB3254
 MB3254'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1986
 MB3254'0.45 MILE WEST ALONG U.S. HIGHWAYS 6 AND 322 FROM THEIR JUNCTION AT
 MB3254'THE STATE HIGHWAY DEPARTMENT BUILDING AT THE SOUTH EDGE OF MEADVILLE,
 MB3254'TO THE JUNCTION OF TOWNSHIP ROAD 487, NORTH-NORTHWEST ALONG 487 FOR
 MB3254'1.1 MILES TO A Y-INTERSECTION, THE JUNCTION OF TOWNSHIP ROADS 487 AND
 MB3254'514, A BRIDGE ACROSS VAN HORN CREEK, AND STATION SET IN THE SOUTHEAST
 MB3254'CORNER OF NEW ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0129 ***********************************************************************
 MB0129  DESIGNATION -  B 272
 MB0129  PID         -  MB0129
 MB0129  STATE/COUNTY-  PA/CRAWFORD
 MB0129  USGS QUAD   -  EDINBORO SOUTH (1975)
 MB0129
 MB0129                         *CURRENT SURVEY CONTROL
 MB0129  ___________________________________________________________________
 MB0129* NAD 83(1986)-  41 49 00.     (N)    080 10 01.     (W)     SCALED    
 MB0129* NAVD 88     -       426.968  (meters)    1400.81   (feet)  ADJUSTED  
 MB0129  ___________________________________________________________________
 MB0129  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 MB0129  DYNAMIC HT  -         426.794 (meters)    1400.24  (feet)  COMP
 MB0129  MODELED GRAV-     980,200.9   (mgal)                       NAVD 88
 MB0129
 MB0129  VERT ORDER  -  SECOND    CLASS 0
 MB0129
 MB0129.The horizontal coordinates were scaled from a topographic map and have
 MB0129.an estimated accuracy of +/- 6 seconds.
 MB0129
 MB0129.The orthometric height was determined by differential leveling
 MB0129.and adjusted by the National Geodetic Survey in June 1991..
 MB0129
 MB0129.The geoid height was determined by GEOID03.
 MB0129
 MB0129.The dynamic height is computed by dividing the NAVD 88
 MB0129.geopotential number by the normal gravity value computed on the
 MB0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0129.degrees latitude (g = 980.6199 gals.).
 MB0129
 MB0129.The modeled gravity was interpolated from observed gravity values.
 MB0129
 MB0129;                    North         East    Units  Estimated Accuracy
 MB0129;SPC PA N     -   186,040.      399,210.      MT  (+/- 180 meters Scaled)
 MB0129
 MB0129                          SUPERSEDED SURVEY CONTROL
 MB0129
 MB0129  NGVD 29 (??/??/92)  427.130  (m)         1401.34   (f) ADJ UNCH    2 0
 MB0129
 MB0129.Superseded values are not recommended for survey control.
 MB0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0129.See file dsdata.txt to determine how the superseded data were derived.
 MB0129
 MB0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG691297(NAD 83)
 MB0129_MARKER: DB = BENCH MARK DISK
 MB0129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0129_SP_SET: CULVERT
 MB0129_STAMPING: B 272 1961
 MB0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB0129+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 MB0129
 MB0129  HISTORY     - Date     Condition        Report By
 MB0129  HISTORY     - 1961     MONUMENTED       CGS
 MB0129  HISTORY     - 20060520 GOOD             USPSQD
 MB0129
 MB0129                          STATION DESCRIPTION
 MB0129
 MB0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0129'6.2 MI NW FROM VENANGO.
 MB0129'ABOUT 2.8 MILES WEST ALONG COUNTY HIGHWAY 20057 FROM THE JUNCTION
 MB0129'OF U.S. HIGHWAY 19 AND COUNTY HIGHWAY 20057 AT THE WEST EDGE OF
 MB0129'VENANGO, THENCE 3.38 MILES NORTH ALONG COUNTY HIGHWAY 20058,
 MB0129'12.0 FEET WEST OF THE CENTERLINE OF COUNTY HIGHWAY 20058 AND
 MB0129'BRIDGE.  SET IN TOP OF THE NORTH END OF THE EAST HEADWALL OF A
 MB0129'10.0 FOOT WIDE BOX CULVERT NO. 143+01 UNDER COUNTY HIGHWAY 20058
 MB0129'AND OVER A SMALL STREAM AND ABOUT LEVEL WITH THE SURFACE OF
 MB0129'THE HIGHWAY.
 MB0129
 MB0129                          STATION RECOVERY (2006)
 MB0129
 MB0129'RECOVERY NOTE BY US POWER SQUADRON 2006 (SL)
 MB0129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1493 ***********************************************************************
 MB1493  DESIGNATION -  B 273
 MB1493  PID         -  MB1493
 MB1493  STATE/COUNTY-  PA/ERIE
 MB1493  USGS QUAD   -  ALBION (1990)
 MB1493
 MB1493                         *CURRENT SURVEY CONTROL
 MB1493  ___________________________________________________________________
 MB1493* NAD 83(1986)-  41 59 52.     (N)    080 15 22.     (W)     SCALED    
 MB1493* NAVD 88     -       269.720  (meters)     884.91   (feet)  ADJUSTED  
 MB1493  ___________________________________________________________________
 MB1493  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 MB1493  DYNAMIC HT  -         269.620 (meters)     884.58  (feet)  COMP
 MB1493  MODELED GRAV-     980,247.2   (mgal)                       NAVD 88
 MB1493
 MB1493  VERT ORDER  -  SECOND    CLASS 0
 MB1493
 MB1493.The horizontal coordinates were scaled from a topographic map and have
 MB1493.an estimated accuracy of +/- 6 seconds.
 MB1493
 MB1493.The orthometric height was determined by differential leveling
 MB1493.and adjusted by the National Geodetic Survey in June 1991..
 MB1493
 MB1493.The geoid height was determined by GEOID03.
 MB1493
 MB1493.The dynamic height is computed by dividing the NAVD 88
 MB1493.geopotential number by the normal gravity value computed on the
 MB1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1493.degrees latitude (g = 980.6199 gals.).
 MB1493
 MB1493.The modeled gravity was interpolated from observed gravity values.
 MB1493
 MB1493;                    North         East    Units  Estimated Accuracy
 MB1493;SPC PA N     -   206,360.      392,390.      MT  (+/- 180 meters Scaled)
 MB1493
 MB1493                          SUPERSEDED SURVEY CONTROL
 MB1493
 MB1493  NGVD 29 (??/??/92)  269.911  (m)          885.53   (f) ADJ UNCH    2 0
 MB1493
 MB1493.Superseded values are not recommended for survey control.
 MB1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1493.See file dsdata.txt to determine how the superseded data were derived.
 MB1493
 MB1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG616497(NAD 83)
 MB1493_MARKER: DB = BENCH MARK DISK
 MB1493_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB1493_SP_SET: CULVERT
 MB1493_STAMPING: B 273 1961
 MB1493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1493
 MB1493  HISTORY     - Date     Condition        Report By
 MB1493  HISTORY     - 1961     MONUMENTED       CGS
 MB1493
 MB1493                          STATION DESCRIPTION
 MB1493
 MB1493'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB1493'3.21 MI SW FROM FAIRVIEW.
 MB1493'ABOUT 0.1 MILE EAST ALONG U.S. HIGHWAY 20 TO THE INTERSECTION OF
 MB1493'STATE HIGHWAY 98 FROM THE POST OFFICE IN FAIRVIEW, THENCE 2.0 MILES
 MB1493'SOUTH ALONG STATE HIGHWAY 98 TO THE INTERCHANGE BRIDGE OVER
 MB1493'INTERSTATE HIGHWAY 90, THENCE 1.11 MILES WEST ALONG INTERSTATE
 MB1493'HIGHWAY 90, 34.6 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND
 MB1493'TRAFFIC LANE OF HIGHWAY 90, SET IN THE NORTH HEADWALL OF A 14-INCH
 MB1493'ROUND CONCRETE CULVERT UNDER INTERSTATE HIGHWAY 90.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0051 ***********************************************************************
 ND0051  DESIGNATION -  B 274
 ND0051  PID         -  ND0051
 ND0051  STATE/COUNTY-  PA/ERIE
 ND0051  USGS QUAD   -  ERIE SOUTH (1996)
 ND0051
 ND0051                         *CURRENT SURVEY CONTROL
 ND0051  ___________________________________________________________________
 ND0051* NAD 83(1986)-  42 02 18.     (N)    080 06 28.     (W)     SCALED    
 ND0051* NAVD 88     -       344.851  (meters)    1131.40   (feet)  ADJUSTED  
 ND0051  ___________________________________________________________________
 ND0051  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 ND0051  DYNAMIC HT  -         344.721 (meters)    1130.97  (feet)  COMP
 ND0051  MODELED GRAV-     980,234.1   (mgal)                       NAVD 88
 ND0051
 ND0051  VERT ORDER  -  SECOND    CLASS 0
 ND0051
 ND0051.The horizontal coordinates were scaled from a topographic map and have
 ND0051.an estimated accuracy of +/- 6 seconds.
 ND0051
 ND0051.The orthometric height was determined by differential leveling
 ND0051.and adjusted by the National Geodetic Survey in June 1991..
 ND0051
 ND0051.The geoid height was determined by GEOID03.
 ND0051
 ND0051.The dynamic height is computed by dividing the NAVD 88
 ND0051.geopotential number by the normal gravity value computed on the
 ND0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0051.degrees latitude (g = 980.6199 gals.).
 ND0051
 ND0051.The modeled gravity was interpolated from observed gravity values.
 ND0051
 ND0051;                    North         East    Units  Estimated Accuracy
 ND0051;SPC PA N     -   210,520.      404,800.      MT  (+/- 180 meters Scaled)
 ND0051
 ND0051                          SUPERSEDED SURVEY CONTROL
 ND0051
 ND0051  NGVD 29 (??/??/92)  345.049  (m)         1132.05   (f) ADJ UNCH    2 0
 ND0051
 ND0051.Superseded values are not recommended for survey control.
 ND0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0051.See file dsdata.txt to determine how the superseded data were derived.
 ND0051
 ND0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG738544(NAD 83)
 ND0051_MARKER: DB = BENCH MARK DISK
 ND0051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ND0051_SP_SET: CULVERT
 ND0051_STAMPING: B 274 1961
 ND0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ND0051
 ND0051  HISTORY     - Date     Condition        Report By
 ND0051  HISTORY     - 1961     MONUMENTED       CGS
 ND0051
 ND0051                          STATION DESCRIPTION
 ND0051
 ND0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ND0051'9.03 MI SE FROM FAIRVIEW.
 ND0051'ABOUT 0.1 MILE EAST ALONG U.S. HIGHWAY 20 TO THE INTERSECTION OF
 ND0051'STATE HIGHWAY 98 FROM THE POST OFFICE IN FAIRVIEW. THENCE 2.0
 ND0051'MILES SOUTH ALONG STATE HIGHWAY 98 TO THE INTERCHANGE BRIDGE OVER
 ND0051'INTERSTATE HIGHWAY 90, THENCE 6.73 MILES EAST ALONG INTERSTATE
 ND0051'HIGHWAY 90, 35.0 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND
 ND0051'TRAFFIC LANE OF INTERSTATE HIGHWAY. SET IN THE SOUTH HEADWALL OF
 ND0051'AN 18-INCH ROUND CONCRETE CULVERT UNDER INTERSTATE HIGHWAY 90 AND
 ND0051'ABOUT 2.0 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0667 ***********************************************************************
 NC0667  DESIGNATION -  B 275
 NC0667  PID         -  NC0667
 NC0667  STATE/COUNTY-  PA/ERIE
 NC0667  USGS QUAD   -  NORTH EAST (1996)
 NC0667
 NC0667                         *CURRENT SURVEY CONTROL
 NC0667  ___________________________________________________________________
 NC0667* NAD 83(1986)-  42 13 45.     (N)    079 46 54.     (W)     SCALED    
 NC0667* NAVD 88     -       263.774  (meters)     865.40   (feet)  ADJUSTED  
 NC0667  ___________________________________________________________________
 NC0667  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 NC0667  DYNAMIC HT  -         263.679 (meters)     865.09  (feet)  COMP
 NC0667  MODELED GRAV-     980,256.0   (mgal)                       NAVD 88
 NC0667
 NC0667  VERT ORDER  -  SECOND    CLASS 0
 NC0667
 NC0667.The horizontal coordinates were scaled from a topographic map and have
 NC0667.an estimated accuracy of +/- 6 seconds.
 NC0667
 NC0667.The orthometric height was determined by differential leveling
 NC0667.and adjusted by the National Geodetic Survey in June 1991..
 NC0667
 NC0667.The geoid height was determined by GEOID03.
 NC0667
 NC0667.The dynamic height is computed by dividing the NAVD 88
 NC0667.geopotential number by the normal gravity value computed on the
 NC0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0667.degrees latitude (g = 980.6199 gals.).
 NC0667
 NC0667.The modeled gravity was interpolated from observed gravity values.
 NC0667
 NC0667;                    North         East    Units  Estimated Accuracy
 NC0667;SPC PA N     -   231,030.      432,290.      MT  (+/- 180 meters Scaled)
 NC0667
 NC0667                          SUPERSEDED SURVEY CONTROL
 NC0667
 NC0667  NGVD 29 (??/??/92)  263.942  (m)          865.95   (f) ADJ UNCH    2 0
 NC0667
 NC0667.Superseded values are not recommended for survey control.
 NC0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0667.See file dsdata.txt to determine how the superseded data were derived.
 NC0667
 NC0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG005759(NAD 83)
 NC0667_MARKER: DD = SURVEY DISK
 NC0667_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0667_SP_SET: BRIDGE
 NC0667_STAMPING: B 275
 NC0667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0667
 NC0667  HISTORY     - Date     Condition        Report By
 NC0667  HISTORY     - UNK      MONUMENTED       PADT
 NC0667  HISTORY     - 1961     GOOD             NGS
 NC0667  HISTORY     - 20051015 GOOD             USPSQD
 NC0667
 NC0667                          STATION DESCRIPTION
 NC0667
 NC0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 NC0667'6.19 MI SE FROM NORTHEAST.
 NC0667'ABOUT 2.27 MILES SOUTH ALONG STATE HIGHWAY 89 FROM THE PUBLIC SCHOOL
 NC0667'NO 1 IN NORTHEAST TO THE INTERSTATE HIGHWAY 90 OVER STATE HIGHWAY 89,
 NC0667'THENCE 3.92 MILES EAST ALONG INTERSTATE HIGHWAY 90, 22.1 FEET SOUTH OF
 NC0667'THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY
 NC0667'90.  SET IN TOP OF A 12-INCH WIDE CONCRETE BANISTER, NEAR THE
 NC0667'SOUTHWEST CORNER OF A 120.0 FOOT LONG CONCRETE BRIDGE OVER A RAILROAD
 NC0667'AND ABOUT 2.0 FEET ABOVE THE LEVEL OF THE BRIDGE FLOOR AND THE LEVEL
 NC0667'OF INTERSTATE HIGHWAY 90.  THE BRIDGE IS OVER THE NICKLE PLATE
 NC0667'RAILROAD.
 NC0667
 NC0667                          STATION RECOVERY (2005)
 NC0667
 NC0667'RECOVERY NOTE BY US POWER SQUADRON 2005 (WR)
 NC0667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1896 ***********************************************************************
 KV1896  DESIGNATION -  B 276
 KV1896  PID         -  KV1896
 KV1896  STATE/COUNTY-  PA/MONTGOMERY
 KV1896  USGS QUAD   -  NORRISTOWN (1992)
 KV1896
 KV1896                         *CURRENT SURVEY CONTROL
 KV1896  ___________________________________________________________________
 KV1896* NAD 83(1986)-  40 05 36.     (N)    075 16 56.     (W)     SCALED    
 KV1896* NAVD 88     -        52.343  (meters)     171.73   (feet)  ADJUSTED  
 KV1896  ___________________________________________________________________
 KV1896  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KV1896  DYNAMIC HT  -          52.318 (meters)     171.65  (feet)  COMP
 KV1896  MODELED GRAV-     980,157.0   (mgal)                       NAVD 88
 KV1896
 KV1896  VERT ORDER  -  SECOND    CLASS 0
 KV1896
 KV1896.The horizontal coordinates were scaled from a topographic map and have
 KV1896.an estimated accuracy of +/- 6 seconds.
 KV1896
 KV1896.The orthometric height was determined by differential leveling
 KV1896.and adjusted by the National Geodetic Survey in June 1991..
 KV1896
 KV1896.The geoid height was determined by GEOID03.
 KV1896
 KV1896.The dynamic height is computed by dividing the NAVD 88
 KV1896.geopotential number by the normal gravity value computed on the
 KV1896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1896.degrees latitude (g = 980.6199 gals.).
 KV1896
 KV1896.The modeled gravity was interpolated from observed gravity values.
 KV1896
 KV1896;                    North         East    Units  Estimated Accuracy
 KV1896;SPC PA S     -    87,330.      810,410.      MT  (+/- 180 meters Scaled)
 KV1896
 KV1896                          SUPERSEDED SURVEY CONTROL
 KV1896
 KV1896  NGVD 29 (??/??/??)   52.654  (m)          172.75   (f) ADJUSTED    2 0
 KV1896
 KV1896.Superseded values are not recommended for survey control.
 KV1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1896.See file dsdata.txt to determine how the superseded data were derived.
 KV1896
 KV1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK759381(NAD 83)
 KV1896_MARKER: DB = BENCH MARK DISK
 KV1896_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1896_SP_SET: CULVERT
 KV1896_STAMPING: B 276 1961
 KV1896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1896
 KV1896  HISTORY     - Date     Condition        Report By
 KV1896  HISTORY     - 1961     MONUMENTED       CGS
 KV1896  HISTORY     - 19950805 GOOD             USPSQD
 KV1896  HISTORY     - 19981121 GOOD             USPSQD
 KV1896  HISTORY     - 20010331 GOOD             NGS
 KV1896
 KV1896                          STATION DESCRIPTION
 KV1896
 KV1896'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV1896'IN HARMONVILLE.
 KV1896'LOCATED DIRECTLY ACROSS FROM THE T JUNCTION OF MALAN DR. AND
 KV1896'RIDGE PIKE IN HARMONVILLE, SET IN TOP AT THE WEST-NORTHWEST END OF
 KV1896'THE SOUTH-SOUTHWEST HEAD WALL OF A 2 FOOT CULVERT UNDER RIDGE
 KV1896'PIKE 28 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF RIDGE PIKE,
 KV1896'ABOUT 1 FOOT ABOVE THE LEVEL OF RIDGE PIKE.  STANDARD BENCH
 KV1896'MARK DISK DRILLED IN HORIZONTAL.  STAMPED B 276 1961.  NOTE-- ABOU
 KV1896'150 YARDS WEST-NORTHWEST OF THE JUNCTION OF SPRING MILLS RD.
 KV1896'AND RIDGE PIKE.
 KV1896
 KV1896                          STATION RECOVERY (1995)
 KV1896
 KV1896'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1896'RECOVERED IN GOOD CONDITION.
 KV1896
 KV1896                          STATION RECOVERY (1998)
 KV1896
 KV1896'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV1896'RECOVERED IN GOOD CONDITION.
 KV1896
 KV1896                          STATION RECOVERY (2001)
 KV1896
 KV1896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV1896'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3534 ***********************************************************************
 KV3534  DESIGNATION -  B 276 RESET 1981
 KV3534  PID         -  KV3534
 KV3534  STATE/COUNTY-  PA/MONTGOMERY
 KV3534  USGS QUAD   -  NORRISTOWN (1992)
 KV3534
 KV3534                         *CURRENT SURVEY CONTROL
 KV3534  ___________________________________________________________________
 KV3534* NAD 83(1986)-  40 05 36.     (N)    075 16 56.     (W)     SCALED    
 KV3534* NAVD 88     -        52.40   (+/-2cm)     171.9    (feet)  VERTCON   
 KV3534  ___________________________________________________________________
 KV3534  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KV3534
 KV3534  VERT ORDER  -  THIRD (See Below)
 KV3534
 KV3534.The horizontal coordinates were scaled from a topographic map and have
 KV3534.an estimated accuracy of +/- 6 seconds.
 KV3534
 KV3534.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV3534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV3534.The vertical order pertains to the NGVD 29 superseded value.
 KV3534
 KV3534.The geoid height was determined by GEOID03.
 KV3534
 KV3534;                    North         East    Units  Estimated Accuracy
 KV3534;SPC PA S     -    87,330.      810,410.      MT  (+/- 180 meters Scaled)
 KV3534
 KV3534                          SUPERSEDED SURVEY CONTROL
 KV3534
 KV3534  NGVD 29 (??/??/??)   52.71   (m)          172.9    (f) RESET       3  
 KV3534
 KV3534.Superseded values are not recommended for survey control.
 KV3534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3534.See file dsdata.txt to determine how the superseded data were derived.
 KV3534
 KV3534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK759381(NAD 83)
 KV3534_MARKER: DB = BENCH MARK DISK
 KV3534_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV3534_SP_SET: RETAINING WALL
 KV3534_STAMPING: B 276 RESET 1981
 KV3534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3534
 KV3534  HISTORY     - Date     Condition        Report By
 KV3534  HISTORY     - 1981     MONUMENTED       NGS
 KV3534
 KV3534                          STATION DESCRIPTION
 KV3534
 KV3534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 KV3534'IN HARMONVILLE.
 KV3534'TO REACH FROM A POINT WHERE RIDGE PIKE CROSSES OVER INTERSTATE
 KV3534'HIGHWAY 476 WHICH IS JUST NORTH OF CONSHOHOCKEN, GO SE ON RIDGE PIKE
 KV3534'FOR 1 MILE TO MACAN DRIVE ON THE LEFT AND THE BM ON THE RIGHT
 KV3534'58 FEET WEST OF MACAN DRIVE, 58 FEET WEST OF THE CENTER OF A
 KV3534'CULVERT, 44 FEET NW OF A 48 INCH TREE, 39.2 FEET WEST OF A
 KV3534'POWERLINE POLE NUMBERED 135, 25 FEET SSW OF THE CENTER OF RIDGE
 KV3534'PIKE AND 7 FEET SOUTHEAST OF A MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0869 ***********************************************************************
 JU0869  DESIGNATION -  B 278
 JU0869  PID         -  JU0869
 JU0869  STATE/COUNTY-  PA/PHILADELPHIA
 JU0869  USGS QUAD   -  PHILADELPHIA (1994)
 JU0869
 JU0869                         *CURRENT SURVEY CONTROL
 JU0869  ___________________________________________________________________
 JU0869* NAD 83(1986)-  39 53 26.     (N)    075 10 00.     (W)     SCALED    
 JU0869* NAVD 88     -         2.523  (meters)       8.28   (feet)  ADJUSTED  
 JU0869  ___________________________________________________________________
 JU0869  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JU0869  DYNAMIC HT  -           2.522 (meters)       8.27  (feet)  COMP
 JU0869  MODELED GRAV-     980,182.3   (mgal)                       NAVD 88
 JU0869
 JU0869  VERT ORDER  -  SECOND    CLASS 0
 JU0869
 JU0869.The horizontal coordinates were scaled from a topographic map and have
 JU0869.an estimated accuracy of +/- 6 seconds.
 JU0869
 JU0869.The orthometric height was determined by differential leveling
 JU0869.and adjusted by the National Geodetic Survey in June 1991..
 JU0869
 JU0869.The geoid height was determined by GEOID03.
 JU0869
 JU0869.The dynamic height is computed by dividing the NAVD 88
 JU0869.geopotential number by the normal gravity value computed on the
 JU0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0869.degrees latitude (g = 980.6199 gals.).
 JU0869
 JU0869.The modeled gravity was interpolated from observed gravity values.
 JU0869
 JU0869;                    North         East    Units  Estimated Accuracy
 JU0869;SPC PA S     -    65,100.      820,920.      MT  (+/- 180 meters Scaled)
 JU0869
 JU0869                          SUPERSEDED SURVEY CONTROL
 JU0869
 JU0869  NGVD 29 (??/??/??)    2.873  (m)            9.43   (f) ADJUSTED    2 0
 JU0869
 JU0869.Superseded values are not recommended for survey control.
 JU0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0869.See file dsdata.txt to determine how the superseded data were derived.
 JU0869
 JU0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK857156(NAD 83)
 JU0869_MARKER: DB = BENCH MARK DISK
 JU0869_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0869_SP_SET: FOUNDATION
 JU0869_STAMPING: B 278 1961
 JU0869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0869
 JU0869  HISTORY     - Date     Condition        Report By
 JU0869  HISTORY     - 1961     MONUMENTED       CGS
 JU0869  HISTORY     - 20060203 MARK NOT FOUND   JCLS
 JU0869
 JU0869                          STATION DESCRIPTION
 JU0869
 JU0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0869'AT PHILLY NAVAL BASE.
 JU0869'AT THE PHILADELPHIA NAVAL BASE ON HENRY C. MUSTIN AIR FIELD.  SET
 JU0869'IN THE FOUNDATION FOR WEATHER INSTRUMENTS AT BUILDING 536 WHICH
 JU0869'HOUSES THE WEATHER SECTION AND CONTROL TOWER AND OPERATIONS FOR
 JU0869'THE AIRFIELD, SET IN TOP AND AT THE NORTH WEST CORNER OF THE
 JU0869'FOUNDATION, 70 FEET SOUTH OF THE MAIN ENTRANCE TO THE BUILDING, 9
 JU0869'FEET EAST OF THE EAST SIDE OF THE BUILDING, 115 FEET NORTH OF THE
 JU0869'SOUTH EAST SIDE OF THE BUILDING, 15 FEET WEST OF THE WEST CURB
 JU0869'OF WEBSTER ROAD AND ABOUT 1 FOOT ABOVE THE ROAD.
 JU0869
 JU0869                          STATION RECOVERY (2006)
 JU0869
 JU0869'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 JU0869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1649 ***********************************************************************
 LY1649  DESIGNATION -  B 279
 LY1649  PID         -  LY1649
 LY1649  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1649  USGS QUAD   -  HARFORD (1992)
 LY1649
 LY1649                         *CURRENT SURVEY CONTROL
 LY1649  ___________________________________________________________________
 LY1649* NAD 83(1986)-  41 51 53.     (N)    075 42 17.     (W)     SCALED    
 LY1649* NAVD 88     -       414.616  (meters)    1360.29   (feet)  ADJUSTED  
 LY1649  ___________________________________________________________________
 LY1649  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 LY1649  DYNAMIC HT  -         414.460 (meters)    1359.77  (feet)  COMP
 LY1649  MODELED GRAV-     980,232.9   (mgal)                       NAVD 88
 LY1649
 LY1649  VERT ORDER  -  SECOND    CLASS 0
 LY1649
 LY1649.The horizontal coordinates were scaled from a topographic map and have
 LY1649.an estimated accuracy of +/- 6 seconds.
 LY1649
 LY1649.The orthometric height was determined by differential leveling
 LY1649.and adjusted by the National Geodetic Survey in June 1991..
 LY1649
 LY1649.The geoid height was determined by GEOID03.
 LY1649
 LY1649.The dynamic height is computed by dividing the NAVD 88
 LY1649.geopotential number by the normal gravity value computed on the
 LY1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1649.degrees latitude (g = 980.6199 gals.).
 LY1649
 LY1649.The modeled gravity was interpolated from observed gravity values.
 LY1649
 LY1649;                    North         East    Units  Estimated Accuracy
 LY1649;SPC PA N     -   190,580.      769,790.      MT  (+/- 180 meters Scaled)
 LY1649
 LY1649                          SUPERSEDED SURVEY CONTROL
 LY1649
 LY1649  NGVD 29 (??/??/92)  414.788  (m)         1360.85   (f) ADJ UNCH    2 0
 LY1649
 LY1649.Superseded values are not recommended for survey control.
 LY1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1649.See file dsdata.txt to determine how the superseded data were derived.
 LY1649
 LY1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM415349(NAD 83)
 LY1649_MARKER: DB = BENCH MARK DISK
 LY1649_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1649_SP_SET: CATCH BASIN
 LY1649_STAMPING: B 279 1961
 LY1649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1649
 LY1649  HISTORY     - Date     Condition        Report By
 LY1649  HISTORY     - 1961     MONUMENTED       CGS
 LY1649
 LY1649                          STATION DESCRIPTION
 LY1649
 LY1649'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1649'0.7 MI S FROM NEW MILFORD.
 LY1649'ABOUT 0.7 MILE SOUTH ALONG INTERSTATE HWY 81 FROM WHERE THE
 LY1649'INTERSTATE HWY. CROSSES OVER STATE HWY. 492 SOUTH EAST OF NEW
 LY1649'MILFORD, BM IS LOCATED ON THE SOUTH WEST SIDE OF THE SOUTH BOUND
 LY1649'LANE OF THE INTERSTATE HWY., 21 FEET SOUTH WEST OF THE
 LY1649'CENTERLINE OF THE SOUTH LANE, SET IN THE NORTH WEST END OF A
 LY1649'CONCRETE 5 FT X 3 FT CATCH BASIN WITH HEADWALL, ABOUT 1 FOOT
 LY1649'BELOW THE LEVEL OF THE HIGHWAY, STANDARD BENCH MARK DISK
 LY1649'DRILLED IN HORIZONTAL, STAMPED B 279 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0056 ***********************************************************************
 MA0056  DESIGNATION -  B 28
 MA0056  PID         -  MA0056
 MA0056  STATE/COUNTY-  PA/MCKEAN
 MA0056  USGS QUAD   -  PORT ALLEGANY (1983)
 MA0056
 MA0056                         *CURRENT SURVEY CONTROL
 MA0056  ___________________________________________________________________
 MA0056* NAD 83(1986)-  41 48 17.     (N)    078 16 42.     (W)     SCALED    
 MA0056* NAVD 88     -       450.673  (meters)    1478.58   (feet)  ADJUSTED  
 MA0056  ___________________________________________________________________
 MA0056  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 MA0056  DYNAMIC HT  -         450.489 (meters)    1477.98  (feet)  COMP
 MA0056  MODELED GRAV-     980,199.4   (mgal)                       NAVD 88
 MA0056
 MA0056  VERT ORDER  -  SECOND    CLASS 0
 MA0056
 MA0056.The horizontal coordinates were scaled from a topographic map and have
 MA0056.an estimated accuracy of +/- 6 seconds.
 MA0056
 MA0056.The orthometric height was determined by differential leveling
 MA0056.and adjusted by the National Geodetic Survey in June 1991..
 MA0056
 MA0056.The geoid height was determined by GEOID03.
 MA0056
 MA0056.The dynamic height is computed by dividing the NAVD 88
 MA0056.geopotential number by the normal gravity value computed on the
 MA0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0056.degrees latitude (g = 980.6199 gals.).
 MA0056
 MA0056.The modeled gravity was interpolated from observed gravity values.
 MA0056
 MA0056;                    North         East    Units  Estimated Accuracy
 MA0056;SPC PA N     -   182,050.      556,100.      MT  (+/- 180 meters Scaled)
 MA0056
 MA0056                          SUPERSEDED SURVEY CONTROL
 MA0056
 MA0056  NGVD 29 (??/??/92)  450.815  (m)         1479.05   (f) ADJ UNCH    2 0
 MA0056
 MA0056.Superseded values are not recommended for survey control.
 MA0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0056.See file dsdata.txt to determine how the superseded data were derived.
 MA0056
 MA0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG260316(NAD 83)
 MA0056_MARKER: DB = BENCH MARK DISK
 MA0056_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0056_SP_SET: ABUTMENT
 MA0056_STAMPING: B 28 1934
 MA0056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0056+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 MA0056
 MA0056  HISTORY     - Date     Condition        Report By
 MA0056  HISTORY     - 1934     MONUMENTED       CGS
 MA0056  HISTORY     - 1968     GOOD             NGS
 MA0056  HISTORY     - 20010824 GOOD             USPSQD
 MA0056  HISTORY     - 20051031 GOOD             USPSQD
 MA0056
 MA0056                          STATION DESCRIPTION
 MA0056
 MA0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MA0056'AT PORT ALLEGANY.
 MA0056'AT PORT ALLEGANY, MC KEAN COUNTY, ABOUT 2,400 FEET SOUTH OF
 MA0056'THE PENNSYLVANIA RAILROAD STATION, ABOUT 900 FEET SOUTH OF
 MA0056'MILEPOST 97, AT BRIDGE 97/28, IN THE TOP OF THE WEST END OF
 MA0056'THE SOUTH ABUTMENT, 8 FEET WEST OF THE WEST RAIL OF THE WEST
 MA0056'TRACK, AND 2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 MA0056'DISK, STAMPED B 28 1934.
 MA0056
 MA0056                          STATION RECOVERY (2001)
 MA0056
 MA0056'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA0056'RECOVERED IN GOOD CONDITION.
 MA0056
 MA0056                          STATION RECOVERY (2005)
 MA0056
 MA0056'RECOVERY NOTE BY US POWER SQUADRON 2005 (SG)
 MA0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1670 ***********************************************************************
 LY1670  DESIGNATION -  B 280
 LY1670  PID         -  LY1670
 LY1670  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1670  USGS QUAD   -  LENOXVILLE (1980)
 LY1670
 LY1670                         *CURRENT SURVEY CONTROL
 LY1670  ___________________________________________________________________
 LY1670* NAD 83(1986)-  41 42 34.     (N)    075 40 14.     (W)     SCALED    
 LY1670* NAVD 88     -       270.768  (meters)     888.34   (feet)  ADJUSTED  
 LY1670  ___________________________________________________________________
 LY1670  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 LY1670  DYNAMIC HT  -         270.670 (meters)     888.02  (feet)  COMP
 LY1670  MODELED GRAV-     980,253.4   (mgal)                       NAVD 88
 LY1670
 LY1670  VERT ORDER  -  SECOND    CLASS 0
 LY1670
 LY1670.The horizontal coordinates were scaled from a topographic map and have
 LY1670.an estimated accuracy of +/- 6 seconds.
 LY1670
 LY1670.The orthometric height was determined by differential leveling
 LY1670.and adjusted by the National Geodetic Survey in June 1991..
 LY1670
 LY1670.The geoid height was determined by GEOID03.
 LY1670
 LY1670.The dynamic height is computed by dividing the NAVD 88
 LY1670.geopotential number by the normal gravity value computed on the
 LY1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1670.degrees latitude (g = 980.6199 gals.).
 LY1670
 LY1670.The modeled gravity was interpolated from observed gravity values.
 LY1670
 LY1670;                    North         East    Units  Estimated Accuracy
 LY1670;SPC PA N     -   173,410.      773,040.      MT  (+/- 180 meters Scaled)
 LY1670
 LY1670                          SUPERSEDED SURVEY CONTROL
 LY1670
 LY1670  NGVD 29 (??/??/92)  270.963  (m)          888.98   (f) ADJ UNCH    2 0
 LY1670
 LY1670.Superseded values are not recommended for survey control.
 LY1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1670.See file dsdata.txt to determine how the superseded data were derived.
 LY1670
 LY1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM442177(NAD 83)
 LY1670_MARKER: DD = SURVEY DISK
 LY1670_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1670_SP_SET: BRIDGE
 LY1670_STAMPING: B 280 1961
 LY1670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1670
 LY1670  HISTORY     - Date     Condition        Report By
 LY1670  HISTORY     - 1961     MONUMENTED       PADH
 LY1670  HISTORY     - 1961     GOOD             NGS
 LY1670
 LY1670                          STATION DESCRIPTION
 LY1670
 LY1670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LY1670'0.4 MI S FROM LENOX.
 LY1670'ABOUT 0.35 MILE SOUTH ALONG INTERSTATE HWY 81 FROM WHERE THE
 LY1670'INTERSTATE HWY CROSSES OVER STATE HWY 92 AND U.S. 106 EAST OF
 LY1670'LENOX, BM IS SET ON EAST SIDE OF INTERSTATE HWY IN BRIDGE OVER
 LY1670'U.S. HWY 106, IN SOUTH END OF CURBING FOR GUARD RAIL, ABOUT 3
 LY1670'FEET ABOVE THE LEVEL OF HIGHWAY, 18 FEET EAST OF CENTERLINE OF
 LY1670'SOUTH BOUND LANE, STANDARD PENNSYLVANIA DEPARTMENT OF HIGHWAYS
 LY1670'DISK DRILLED IN HORIZONTAL, STAMPED B 280 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1594 ***********************************************************************
 LY1594  DESIGNATION -  B 281
 LY1594  PID         -  LY1594
 LY1594  STATE/COUNTY-  PA/LACKAWANNA
 LY1594  USGS QUAD   -  OLYPHANT (1994)
 LY1594
 LY1594                         *CURRENT SURVEY CONTROL
 LY1594  ___________________________________________________________________
 LY1594* NAD 83(1986)-  41 23 57.     (N)    075 35 13.     (W)     SCALED    
 LY1594* NAVD 88     -       366.147  (meters)    1201.27   (feet)  ADJUSTED  
 LY1594  ___________________________________________________________________
 LY1594  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 LY1594  DYNAMIC HT  -         365.994 (meters)    1200.77  (feet)  COMP
 LY1594  MODELED GRAV-     980,192.1   (mgal)                       NAVD 88
 LY1594
 LY1594  VERT ORDER  -  SECOND    CLASS 0
 LY1594
 LY1594.The horizontal coordinates were scaled from a topographic map and have
 LY1594.an estimated accuracy of +/- 6 seconds.
 LY1594
 LY1594.The orthometric height was determined by differential leveling
 LY1594.and adjusted by the National Geodetic Survey in June 1991..
 LY1594
 LY1594.The geoid height was determined by GEOID03.
 LY1594
 LY1594.The dynamic height is computed by dividing the NAVD 88
 LY1594.geopotential number by the normal gravity value computed on the
 LY1594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1594.degrees latitude (g = 980.6199 gals.).
 LY1594
 LY1594.The modeled gravity was interpolated from observed gravity values.
 LY1594
 LY1594;                    North         East    Units  Estimated Accuracy
 LY1594;SPC PA N     -   139,130.      780,860.      MT  (+/- 180 meters Scaled)
 LY1594
 LY1594                          SUPERSEDED SURVEY CONTROL
 LY1594
 LY1594  NGVD 29 (??/??/92)  366.366  (m)         1201.99   (f) ADJ UNCH    2 0
 LY1594
 LY1594.Superseded values are not recommended for survey control.
 LY1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1594.See file dsdata.txt to determine how the superseded data were derived.
 LY1594
 LY1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL509832(NAD 83)
 LY1594_MARKER: DB = BENCH MARK DISK
 LY1594_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1594_SP_SET: OVERPASS
 LY1594_STAMPING: B 281 1961
 LY1594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1594
 LY1594  HISTORY     - Date     Condition        Report By
 LY1594  HISTORY     - 1961     MONUMENTED       CGS
 LY1594  HISTORY     - 1963     GOOD             NGS
 LY1594
 LY1594                          STATION DESCRIPTION
 LY1594
 LY1594'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1594'3.4 MI S FROM DUNMORE.
 LY1594'1.7 MILE SOUTH EAST ALONG U.S. HWY 611 FROM THE FIRST NATIONAL
 LY1594'BANK IN DUNMORE TO A BLACKTOP ROAD SOUTH THENCE 1.15 MILE SOUTH
 LY1594'ALONG BLACKTOP ROAD THENCE 0.6 MILE SOUTH ALONG DELAWARE
 LY1594'LACKAWANNA AND WESTERN RAILROAD TO WHERE DL AND W RAILROAD GOES
 LY1594'UNDER ERIE RAILROAD, SET VERTICAL IN EAST ABUTMENT FOR OVERPASS,
 LY1594'1 FOOT SOUTH OF THE NORTH END, 33 FEET NORTH OF NORTH EAST RAIL
 LY1594'OF DOUBLE TRACK, ABOUT 12 FEET ABOVE THE TRACKS, STANDARD BENCH
 LY1594'MARK DISK DRILLED IN VERTICAL, STAMPED B 281 1961.
 LY1594
 LY1594                          STATION RECOVERY (1963)
 LY1594
 LY1594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 LY1594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1251 ***********************************************************************
 LY1251  DESIGNATION -  B 282
 LY1251  PID         -  LY1251
 LY1251  STATE/COUNTY-  PA/MONROE
 LY1251  USGS QUAD   -  TOBYHANNA (1994)
 LY1251
 LY1251                         *CURRENT SURVEY CONTROL
 LY1251  ___________________________________________________________________
 LY1251* NAD 83(1986)-  41 13 00.     (N)    075 28 37.     (W)     SCALED    
 LY1251* NAVD 88     -       585.532  (meters)    1921.03   (feet)  ADJUSTED  
 LY1251  ___________________________________________________________________
 LY1251  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 LY1251  DYNAMIC HT  -         585.247 (meters)    1920.10  (feet)  COMP
 LY1251  MODELED GRAV-     980,117.4   (mgal)                       NAVD 88
 LY1251
 LY1251  VERT ORDER  -  SECOND    CLASS 0
 LY1251
 LY1251.The horizontal coordinates were scaled from a topographic map and have
 LY1251.an estimated accuracy of +/- 6 seconds.
 LY1251
 LY1251.The orthometric height was determined by differential leveling
 LY1251.and adjusted by the National Geodetic Survey in June 1991..
 LY1251
 LY1251.The geoid height was determined by GEOID03.
 LY1251
 LY1251.The dynamic height is computed by dividing the NAVD 88
 LY1251.geopotential number by the normal gravity value computed on the
 LY1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1251.degrees latitude (g = 980.6199 gals.).
 LY1251
 LY1251.The modeled gravity was interpolated from observed gravity values.
 LY1251
 LY1251;                    North         East    Units  Estimated Accuracy
 LY1251;SPC PA N     -   119,110.      790,590.      MT  (+/- 180 meters Scaled)
 LY1251
 LY1251                          SUPERSEDED SURVEY CONTROL
 LY1251
 LY1251  NGVD 29 (??/??/92)  585.731  (m)         1921.69   (f) ADJ UNCH    2 0
 LY1251
 LY1251.Superseded values are not recommended for survey control.
 LY1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1251.See file dsdata.txt to determine how the superseded data were derived.
 LY1251
 LY1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL600629(NAD 83)
 LY1251_MARKER: DB = BENCH MARK DISK
 LY1251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1251_SP_SET: HEADWALL
 LY1251_STAMPING: B 282 1961
 LY1251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1251
 LY1251  HISTORY     - Date     Condition        Report By
 LY1251  HISTORY     - 1961     MONUMENTED       CGS
 LY1251
 LY1251                          STATION DESCRIPTION
 LY1251
 LY1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1251'9.4 MI S FROM MOSCOW.
 LY1251'3.7 MILE SOUTH ALONG U.S. HWY 611 FROM THE JUNCTION OF U.S.
 LY1251'611 AND STATE HWY 690 IN MOSCOW TO THE JUNCTION OF U.S. 611 AND
 LY1251'STATE HWY 307 THENCE CONTINUE 5.65 MILE SOUTH ALONG U.S. HWY 611,
 LY1251'SET IN TOP OF HEADWALL WITH WINGWALL, 18 FEET NORTH WEST OF
 LY1251'SOUTH EAST END OF THE HEADWALL, 33 FEET NORTH WEST OF FOUR-FORKED
 LY1251'TREE, 29 FEET NORTH EAST OF THE CENTERLINE OF THE HIGHWAY, 60
 LY1251'FEET EAST AND ACROSS HIGHWAY FROM THE END OF GUARD RAIL, 6 INCHES
 LY1251'ABOVE THE GROUND AND LEVEL WITH THE HIGHWAY, STANDARD BENCH MARK
 LY1251'DISK DRILLED IN HORIZONTAL, STAMPED B 282 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1374 ***********************************************************************
 KX1374  DESIGNATION -  B 283
 KX1374  PID         -  KX1374
 KX1374  STATE/COUNTY-  PA/WESTMORELAND
 KX1374  USGS QUAD   -  MOUNT PLEASANT (1993)
 KX1374
 KX1374                         *CURRENT SURVEY CONTROL
 KX1374  ___________________________________________________________________
 KX1374* NAD 83(1986)-  40 09 29.     (N)    079 33 40.     (W)     SCALED    
 KX1374* NAVD 88     -       336.664  (meters)    1104.54   (feet)  ADJUSTED  
 KX1374  ___________________________________________________________________
 KX1374  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KX1374  DYNAMIC HT  -         336.479 (meters)    1103.93  (feet)  COMP
 KX1374  MODELED GRAV-     980,066.7   (mgal)                       NAVD 88
 KX1374
 KX1374  VERT ORDER  -  SECOND    CLASS 0
 KX1374
 KX1374.The horizontal coordinates were scaled from a topographic map and have
 KX1374.an estimated accuracy of +/- 6 seconds.
 KX1374
 KX1374.The orthometric height was determined by differential leveling
 KX1374.and adjusted by the National Geodetic Survey in June 1991..
 KX1374
 KX1374.The geoid height was determined by GEOID03.
 KX1374
 KX1374.The dynamic height is computed by dividing the NAVD 88
 KX1374.geopotential number by the normal gravity value computed on the
 KX1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1374.degrees latitude (g = 980.6199 gals.).
 KX1374
 KX1374.The modeled gravity was interpolated from observed gravity values.
 KX1374
 KX1374;                    North         East    Units  Estimated Accuracy
 KX1374;SPC PA S     -    93,160.      445,710.      MT  (+/- 180 meters Scaled)
 KX1374
 KX1374                          SUPERSEDED SURVEY CONTROL
 KX1374
 KX1374  NGVD 29 (??/??/92)  336.860  (m)         1105.18   (f) ADJ UNCH    2 0
 KX1374
 KX1374.Superseded values are not recommended for survey control.
 KX1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1374.See file dsdata.txt to determine how the superseded data were derived.
 KX1374
 KX1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE225462(NAD 83)
 KX1374_MARKER: DD = SURVEY DISK
 KX1374_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1374_SP_SET: BRIDGE
 KX1374_STAMPING: B 283
 KX1374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1374
 KX1374  HISTORY     - Date     Condition        Report By
 KX1374  HISTORY     - UNK      MONUMENTED       PADT
 KX1374  HISTORY     - 1961     GOOD             NGS
 KX1374
 KX1374                          STATION DESCRIPTION
 KX1374
 KX1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KX1374'1.2 MI NW FROM MT PLEASANT.
 KX1374'ABOUT 1.0 MILE WEST ALONG STATE ROUTE 31 FROM THE POST OFFICE
 KX1374'IN MT PLEASANT TO THE JUNCTION OF STATE ROUTE 31 AND U.S.
 KX1374'HIGHWAY 119 THENCE NORTH ON U.S. HIGHWAY 119 FOR 0.25 MILE
 KX1374'TO THE MARK.  IT IS SET IN THE SOUTHEAST CORNER OF WINGWALL
 KX1374'OF A 21 FOOT SPAN BRIDGE, 21 FEET EAST OF CENTER OF U.S. HIGHWAY
 KX1374'119 AND ABOUT THE SAME LEVEL AS THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1415 ***********************************************************************
 KX1415  DESIGNATION -  B 284
 KX1415  PID         -  KX1415
 KX1415  STATE/COUNTY-  PA/WESTMORELAND
 KX1415  USGS QUAD   -  DONORA (1973)
 KX1415
 KX1415                         *CURRENT SURVEY CONTROL
 KX1415  ___________________________________________________________________
 KX1415* NAD 83(1986)-  40 08 16.     (N)    079 51 28.     (W)     SCALED    
 KX1415* NAVD 88     -       268.894  (meters)     882.20   (feet)  ADJUSTED  
 KX1415  ___________________________________________________________________
 KX1415  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KX1415  DYNAMIC HT  -         268.748 (meters)     881.72  (feet)  COMP
 KX1415  MODELED GRAV-     980,075.9   (mgal)                       NAVD 88
 KX1415
 KX1415  VERT ORDER  -  SECOND    CLASS 0
 KX1415
 KX1415.The horizontal coordinates were scaled from a topographic map and have
 KX1415.an estimated accuracy of +/- 6 seconds.
 KX1415
 KX1415.The orthometric height was determined by differential leveling
 KX1415.and adjusted by the National Geodetic Survey in June 1991..
 KX1415
 KX1415.The geoid height was determined by GEOID03.
 KX1415
 KX1415.The dynamic height is computed by dividing the NAVD 88
 KX1415.geopotential number by the normal gravity value computed on the
 KX1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1415.degrees latitude (g = 980.6199 gals.).
 KX1415
 KX1415.The modeled gravity was interpolated from observed gravity values.
 KX1415
 KX1415;                    North         East    Units  Estimated Accuracy
 KX1415;SPC PA S     -    91,470.      420,390.      MT  (+/- 180 meters Scaled)
 KX1415
 KX1415                          SUPERSEDED SURVEY CONTROL
 KX1415
 KX1415  NGVD 29 (??/??/92)  269.087  (m)          882.83   (f) ADJ UNCH    2 0
 KX1415
 KX1415.Superseded values are not recommended for survey control.
 KX1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1415.See file dsdata.txt to determine how the superseded data were derived.
 KX1415
 KX1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE973436(NAD 83)
 KX1415_MARKER: DD = SURVEY DISK
 KX1415_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1415_SP_SET: BRIDGE
 KX1415_STAMPING: B 284
 KX1415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1415
 KX1415  HISTORY     - Date     Condition        Report By
 KX1415  HISTORY     - UNK      MONUMENTED       PADT
 KX1415  HISTORY     - 1961     GOOD             NGS
 KX1415
 KX1415                          STATION DESCRIPTION
 KX1415
 KX1415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KX1415'1.2 MI W FROM BELLE VERNON.
 KX1415'ABOUT 1.15 MILES EAST ALONG INTERSTATE HIGHWAY 70 SOUTH FROM
 KX1415'THE EAST END OF A 2000 FOOT CONCRETE BRIDGE OVER THE MONONGAHELA
 KX1415'RIVER IN BELLE VERNON, 22.6 FEET SOUTH OF THE CENTERLINE OF
 KX1415'THE EAST BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 70S, AND ABOUT
 KX1415'1 FOOT BELOW THE LEVEL OF THE HIGHWAY.  IT IS SET IN THE
 KX1415'SOUTHWEST WINGWALL OF A 150 FOOT CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0714 ***********************************************************************
 KY0714  DESIGNATION -  B 285
 KY0714  PID         -  KY0714
 KY0714  STATE/COUNTY-  PA/WASHINGTON
 KY0714  USGS QUAD   -  WASHINGTON EAST (1977)
 KY0714
 KY0714                         *CURRENT SURVEY CONTROL
 KY0714  ___________________________________________________________________
 KY0714* NAD 83(1986)-  40 10 02.     (N)    080 10 20.     (W)     SCALED    
 KY0714* NAVD 88     -       329.869  (meters)    1082.25   (feet)  ADJUSTED  
 KY0714  ___________________________________________________________________
 KY0714  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 KY0714  DYNAMIC HT  -         329.685 (meters)    1081.64  (feet)  COMP
 KY0714  MODELED GRAV-     980,058.7   (mgal)                       NAVD 88
 KY0714
 KY0714  VERT ORDER  -  SECOND    CLASS 0
 KY0714
 KY0714.The horizontal coordinates were scaled from a topographic map and have
 KY0714.an estimated accuracy of +/- 6 seconds.
 KY0714
 KY0714.The orthometric height was determined by differential leveling
 KY0714.and adjusted by the National Geodetic Survey in June 1991..
 KY0714
 KY0714.The geoid height was determined by GEOID03.
 KY0714
 KY0714.The dynamic height is computed by dividing the NAVD 88
 KY0714.geopotential number by the normal gravity value computed on the
 KY0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0714.degrees latitude (g = 980.6199 gals.).
 KY0714
 KY0714.The modeled gravity was interpolated from observed gravity values.
 KY0714
 KY0714;                    North         East    Units  Estimated Accuracy
 KY0714;SPC PA S     -    95,420.      393,690.      MT  (+/- 180 meters Scaled)
 KY0714
 KY0714                          SUPERSEDED SURVEY CONTROL
 KY0714
 KY0714  NGVD 29 (??/??/92)  330.011  (m)         1082.71   (f) ADJ UNCH    2 0
 KY0714
 KY0714.Superseded values are not recommended for survey control.
 KY0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0714.See file dsdata.txt to determine how the superseded data were derived.
 KY0714
 KY0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE704466(NAD 83)
 KY0714_MARKER: DD = SURVEY DISK
 KY0714_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0714_SP_SET: BRIDGE
 KY0714_STAMPING: B 285
 KY0714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0714
 KY0714  HISTORY     - Date     Condition        Report By
 KY0714  HISTORY     - UNK      MONUMENTED       PADT
 KY0714  HISTORY     - 1961     GOOD             NGS
 KY0714  HISTORY     - 20010711 POOR             PADT
 KY0714
 KY0714                          STATION DESCRIPTION
 KY0714
 KY0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KY0714'5.2 MI NE FROM WASHINGTON.
 KY0714'ABOUT 2.67 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST
 KY0714'OFFICE IN WASHINGTON TO AN INTERCHANGE BRIDGE OF U.S. HIGHWAY
 KY0714'40 AND A NEW 4-LANE HIGHWAY UNDER CONSTRUCTION, THENCE NORTHEAST
 KY0714'ALONG THE NEW HIGHWAY FOR 1.16 MILES TO THE INTERCHANGE BRIDGE
 KY0714'OF INTERSTATE HIGHWAY 70S, THENCE NORTHEAST ALONG INTERSTATE
 KY0714'HIGHWAY 70S FOR 1.29 MILES, 23.0 FEET SOUTH OF THE CENTERLINE
 KY0714'OF CONCRETE BRIDGE AND INTERSTATE HIGHWAY 70S.  SET IN TOP OF
 KY0714'THE SOUTH BANISTER, AT THE SOUTHWEST CORNER OF A 40.0 FOOT LONG
 KY0714'CONCRETE BRIDGE OF INTERSTATE HIGHWAY 70S OVER A BLACKTOP ROAD
 KY0714'AND FLUSH WITH THE SURFACE OF THE BRIDGE FLOOR AND HIGHWAY.
 KY0714'ALSO 2.32 MILES WEST ALONG INTERSTATE HIGHWAY 70S FROM THE
 KY0714'INTERCHANGE BRIDGE OF INTERSTATE HIGHWAY 70S AT THE JUNCTION OF
 KY0714'INTERSTATE HIGHWAY 70S AND STATE HIGHWAY 519 ABOUT 7.44 MILES
 KY0714'NORTHEAST OF WASHINGTON.
 KY0714
 KY0714                          STATION RECOVERY (2001)
 KY0714
 KY0714'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DP)
 KY0714'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1739 ***********************************************************************
 JV1739  DESIGNATION -  B 287 PADH
 JV1739  PID         -  JV1739
 JV1739  STATE/COUNTY-  PA/YORK
 JV1739  USGS QUAD   -  YORK (1990)
 JV1739
 JV1739                         *CURRENT SURVEY CONTROL
 JV1739  ___________________________________________________________________
 JV1739* NAD 83(1986)-  39 58 21.     (N)    076 41 37.     (W)     SCALED    
 JV1739* NAVD 88     -       125.135  (meters)     410.55   (feet)  ADJUSTED  
 JV1739  ___________________________________________________________________
 JV1739  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JV1739  DYNAMIC HT  -         125.072 (meters)     410.34  (feet)  COMP
 JV1739  MODELED GRAV-     980,113.9   (mgal)                       NAVD 88
 JV1739
 JV1739  VERT ORDER  -  SECOND    CLASS 0
 JV1739
 JV1739.The horizontal coordinates were scaled from a topographic map and have
 JV1739.an estimated accuracy of +/- 6 seconds.
 JV1739
 JV1739.The orthometric height was determined by differential leveling
 JV1739.and adjusted by the National Geodetic Survey in June 1991..
 JV1739
 JV1739.The geoid height was determined by GEOID03.
 JV1739
 JV1739.The dynamic height is computed by dividing the NAVD 88
 JV1739.geopotential number by the normal gravity value computed on the
 JV1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1739.degrees latitude (g = 980.6199 gals.).
 JV1739
 JV1739.The modeled gravity was interpolated from observed gravity values.
 JV1739
 JV1739;                    North         East    Units  Estimated Accuracy
 JV1739;SPC PA S     -    71,510.      690,240.      MT  (+/- 180 meters Scaled)
 JV1739
 JV1739                          SUPERSEDED SURVEY CONTROL
 JV1739
 JV1739  NGVD 29 (??/??/??)  125.389  (m)          411.38   (f) ADJUSTED    2 0
 JV1739
 JV1739.Superseded values are not recommended for survey control.
 JV1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1739.See file dsdata.txt to determine how the superseded data were derived.
 JV1739
 JV1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK553260(NAD 83)
 JV1739_MARKER: DD = SURVEY DISK
 JV1739_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1739_SP_SET: BRIDGE
 JV1739_STAMPING: B 287
 JV1739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1739
 JV1739  HISTORY     - Date     Condition        Report By
 JV1739  HISTORY     - UNK      MONUMENTED       PADH
 JV1739  HISTORY     - 1961     GOOD             CGS
 JV1739  HISTORY     - 1966     GOOD             CGS
 JV1739  HISTORY     - 1987     GOOD             USPSQD
 JV1739  HISTORY     - 1988     GOOD             USPSQD
 JV1739
 JV1739                          STATION DESCRIPTION
 JV1739
 JV1739'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JV1739'AT YORK.
 JV1739'AT THE INTERCHANGE BRIDGE OF U.S. HIGHWAY 111, INTERSTATE HIGHWAY
 JV1739'83 AND U.S. HIGHWAY 30 AT THE EAST EDGE OF YORK, 21.0 FEET EAST
 JV1739'OF THE CENTERLINE OF THE NORTH BOUND TRAFFIC LANE OF U.S. HIGHWAY
 JV1739'111 AND INTERSTATE HIGHWAY 83.  SET IN TOP OF THE EAST CONCRETE
 JV1739'BANISTER, AT THE SOUTH END OF A LARGE CONCRETE BRIDGE OF U.S.
 JV1739'HIGHWAY 111, INTERSTATE HIGHWAY 83 OVER U.S. HIGHWAY 30 AND ABOUT
 JV1739'2.5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 JV1739
 JV1739                          STATION RECOVERY (1966)
 JV1739
 JV1739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JV1739'RECOVERED IN GOOD CONDITION.
 JV1739
 JV1739                          STATION RECOVERY (1987)
 JV1739
 JV1739'RECOVERY NOTE BY US POWER SQUADRON 1987 (RED)
 JV1739'RECOVERED IN GOOD CONDITION.
 JV1739
 JV1739                          STATION RECOVERY (1988)
 JV1739
 JV1739'RECOVERY NOTE BY US POWER SQUADRON 1988 (RED)
 JV1739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1104 ***********************************************************************
 LY1104  DESIGNATION -  B 288
 LY1104  PID         -  LY1104
 LY1104  STATE/COUNTY-  PA/LACKAWANNA
 LY1104  USGS QUAD   -  STERLING (1994)
 LY1104
 LY1104                         *CURRENT SURVEY CONTROL
 LY1104  ___________________________________________________________________
 LY1104* NAD 83(1986)-  41 18 00.     (N)    075 28 26.     (W)     SCALED    
 LY1104* NAVD 88     -       534.131  (meters)    1752.39   (feet)  ADJUSTED  
 LY1104  ___________________________________________________________________
 LY1104  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 LY1104  DYNAMIC HT  -         533.879 (meters)    1751.57  (feet)  COMP
 LY1104  MODELED GRAV-     980,135.5   (mgal)                       NAVD 88
 LY1104
 LY1104  VERT ORDER  -  SECOND    CLASS 0
 LY1104
 LY1104.The horizontal coordinates were scaled from a topographic map and have
 LY1104.an estimated accuracy of +/- 6 seconds.
 LY1104
 LY1104.The orthometric height was determined by differential leveling
 LY1104.and adjusted by the National Geodetic Survey in June 1991..
 LY1104
 LY1104.The geoid height was determined by GEOID03.
 LY1104
 LY1104.The dynamic height is computed by dividing the NAVD 88
 LY1104.geopotential number by the normal gravity value computed on the
 LY1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1104.degrees latitude (g = 980.6199 gals.).
 LY1104
 LY1104.The modeled gravity was interpolated from observed gravity values.
 LY1104
 LY1104;                    North         East    Units  Estimated Accuracy
 LY1104;SPC PA N     -   128,370.      790,600.      MT  (+/- 180 meters Scaled)
 LY1104
 LY1104                          SUPERSEDED SURVEY CONTROL
 LY1104
 LY1104  NGVD 29 (??/??/92)  534.342  (m)         1753.09   (f) ADJ UNCH    2 0
 LY1104
 LY1104.Superseded values are not recommended for survey control.
 LY1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1104.See file dsdata.txt to determine how the superseded data were derived.
 LY1104
 LY1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL603721(NAD 83)
 LY1104_MARKER: DB = BENCH MARK DISK
 LY1104_SETTING: 80 = SET IN A BOULDER
 LY1104_SP_SET: BOULDER
 LY1104_STAMPING: B 288 1961
 LY1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1104+STABILITY: SURFACE MOTION
 LY1104
 LY1104  HISTORY     - Date     Condition        Report By
 LY1104  HISTORY     - 1961     MONUMENTED       CGS
 LY1104
 LY1104                          STATION DESCRIPTION
 LY1104
 LY1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1104'3.5 MI SE FROM MOSCOW.
 LY1104'3.5 MILE SOUTH EAST ALONG THE DELAWARE LACKAWANNA AND WESTERN
 LY1104'RAILROAD FROM THE STATION IN MOSCOW, SET IN TOP AND ABOUT THE
 LY1104'CENTER OF A 5 FT X 2 1/2 FT BOULDER, 15 FEET WEST OF A ROCK CUT
 LY1104'RUNNING NORTH EAST-SOUTH WEST, 92 FEET NORTH-NORTH WEST OF MILE
 LY1104'POST 117, 36 FEET EAST-NORTH EAST OF EAST-NORTH EAST RAIL,
 LY1104'ABOUT 5 FEET BELOW THE RAIL, STANDARD BENCH MARK DISK DRILLED
 LY1104'IN HORIZONTAL, STAMPED B 288 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1368 ***********************************************************************
 LZ1368  DESIGNATION -  B 29
 LZ1368  PID         -  LZ1368
 LZ1368  STATE/COUNTY-  PA/POTTER
 LZ1368  USGS QUAD   -  GALETON (1994)
 LZ1368
 LZ1368                         *CURRENT SURVEY CONTROL
 LZ1368  ___________________________________________________________________
 LZ1368* NAD 83(1986)-  41 42 42.     (N)    077 41 48.     (W)     SCALED    
 LZ1368* NAVD 88     -       430.357  (meters)    1411.93   (feet)  ADJUSTED  
 LZ1368  ___________________________________________________________________
 LZ1368  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 LZ1368  DYNAMIC HT  -         430.177 (meters)    1411.34  (feet)  COMP
 LZ1368  MODELED GRAV-     980,191.1   (mgal)                       NAVD 88
 LZ1368
 LZ1368  VERT ORDER  -  SECOND    CLASS 0
 LZ1368
 LZ1368.The horizontal coordinates were scaled from a topographic map and have
 LZ1368.an estimated accuracy of +/- 6 seconds.
 LZ1368
 LZ1368.The orthometric height was determined by differential leveling
 LZ1368.and adjusted by the National Geodetic Survey in June 1991..
 LZ1368
 LZ1368.The geoid height was determined by GEOID03.
 LZ1368
 LZ1368.The dynamic height is computed by dividing the NAVD 88
 LZ1368.geopotential number by the normal gravity value computed on the
 LZ1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1368.degrees latitude (g = 980.6199 gals.).
 LZ1368
 LZ1368.The modeled gravity was interpolated from observed gravity values.
 LZ1368
 LZ1368;                    North         East    Units  Estimated Accuracy
 LZ1368;SPC PA N     -   171,580.      604,440.      MT  (+/- 180 meters Scaled)
 LZ1368
 LZ1368                          SUPERSEDED SURVEY CONTROL
 LZ1368
 LZ1368  NGVD 29 (??/??/92)  430.497  (m)         1412.39   (f) ADJ UNCH    2 0
 LZ1368
 LZ1368.Superseded values are not recommended for survey control.
 LZ1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1368.See file dsdata.txt to determine how the superseded data were derived.
 LZ1368
 LZ1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM756212(NAD 83)
 LZ1368_MARKER: DB = BENCH MARK DISK
 LZ1368_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1368_SP_SET: BRIDGE SEAT
 LZ1368_STAMPING: B 29 1934
 LZ1368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1368
 LZ1368  HISTORY     - Date     Condition        Report By
 LZ1368  HISTORY     - 1934     MONUMENTED       CGS
 LZ1368  HISTORY     - 19870701 MARK NOT FOUND   LOCSUR
 LZ1368
 LZ1368                          STATION DESCRIPTION
 LZ1368
 LZ1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1368'2.6 MI W FROM GALETON.
 LZ1368'2.6 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 LZ1368'GALETON, POTTER COUNTY, AT THE STATION AT GERMANIA, ABOUT
 LZ1368'1,740 FEET EAST OF MILEPOST 140, AT A BRIDGE, IN THE TOP OF
 LZ1368'THE NORTH END OF THE EAST BRIDGE SEAT, 15 FEET NORTH OF THE
 LZ1368'CENTER LINE OF THE TRACK, AND 5.5 FEET LOWER THAN THE TOP OF THE
 LZ1368'RAIL.  A STANDARD DISK, STAMPED B 29 1934.
 LZ1368
 LZ1368                          STATION RECOVERY (1987)
 LZ1368
 LZ1368'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (CJ)
 LZ1368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0826 ***********************************************************************
 KW0826  DESIGNATION -  B 3
 KW0826  PID         -  KW0826
 KW0826  STATE/COUNTY-  PA/DAUPHIN
 KW0826  USGS QUAD   -  HERSHEY (1990)
 KW0826
 KW0826                         *CURRENT SURVEY CONTROL
 KW0826  ___________________________________________________________________
 KW0826* NAD 83(1986)-  40 17 12.     (N)    076 39 04.     (W)     SCALED    
 KW0826* NAVD 88     -       121.681  (meters)     399.22   (feet)  ADJUSTED  
 KW0826  ___________________________________________________________________
 KW0826  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 KW0826  DYNAMIC HT  -         121.619 (meters)     399.01  (feet)  COMP
 KW0826  MODELED GRAV-     980,114.1   (mgal)                       NAVD 88
 KW0826
 KW0826  VERT ORDER  -  FIRST     CLASS I
 KW0826
 KW0826.The horizontal coordinates were scaled from a topographic map and have
 KW0826.an estimated accuracy of +/- 6 seconds.
 KW0826
 KW0826.The orthometric height was determined by differential leveling
 KW0826.and adjusted by the National Geodetic Survey in June 1991..
 KW0826
 KW0826.The geoid height was determined by GEOID03.
 KW0826
 KW0826.The dynamic height is computed by dividing the NAVD 88
 KW0826.geopotential number by the normal gravity value computed on the
 KW0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0826.degrees latitude (g = 980.6199 gals.).
 KW0826
 KW0826.The modeled gravity was interpolated from observed gravity values.
 KW0826
 KW0826;                    North         East    Units  Estimated Accuracy
 KW0826;SPC PA S     -   106,430.      693,440.      MT  (+/- 180 meters Scaled)
 KW0826
 KW0826                          SUPERSEDED SURVEY CONTROL
 KW0826
 KW0826  NGVD 29 (??/??/??)  121.894  (m)          399.91   (f) ADJUSTED    1 1
 KW0826
 KW0826.Superseded values are not recommended for survey control.
 KW0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0826.See file dsdata.txt to determine how the superseded data were derived.
 KW0826
 KW0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK596608(NAD 83)
 KW0826_MARKER: DB = BENCH MARK DISK
 KW0826_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0826_SP_SET: WALL
 KW0826_STAMPING: B 3 1929 399.914
 KW0826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW0826+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 KW0826
 KW0826  HISTORY     - Date     Condition        Report By
 KW0826  HISTORY     - 1929     MONUMENTED       CGS
 KW0826  HISTORY     - 1966     GOOD             CGS
 KW0826  HISTORY     - 19950601 GOOD             USPSQD
 KW0826  HISTORY     - 20040201 GOOD             GEOCAC
 KW0826  HISTORY     - 20050501 GOOD             HERBER
 KW0826  HISTORY     - 20060904 GOOD             GEOCAC
 KW0826
 KW0826                          STATION DESCRIPTION
 KW0826
 KW0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0826'AT HERSHEY.
 KW0826'ABOUT 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 743 FROM THE POST
 KW0826'OFFICE AT HERSHEY, SET IN THE TOP OF THE EAST END OF THE SOUTH
 KW0826'CONCRETE RETAINING WALL OF BRIDGE NUMBER 40/93 OVER THE READING
 KW0826'COMPANY RAILROAD, 52 FEET EAST OF THE CENTER OF THE BRIDGE, 24
 KW0826'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 9 1/2 FEET
 KW0826'SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 6 1/2 FEET WEST OF A
 KW0826'TELEPHONE POLE BEARING TWO LIGHTS AND A TELEPHONE BOX, ABOUT
 KW0826'2 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 KW0826
 KW0826                          STATION RECOVERY (1995)
 KW0826
 KW0826'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW0826'RECOVERED IN GOOD CONDITION.
 KW0826
 KW0826                          STATION RECOVERY (2004)
 KW0826
 KW0826'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0826'REFERENCES TO POST OFFICE IN HERSHEY SHOULD BE CHANGED TO
 KW0826''INTERSECTION OF CHOCOLATE AVE AND COCOA AVE SOUTH' (POST OFFICE HAS
 KW0826'BEEN MOVED).
 KW0826
 KW0826                          STATION RECOVERY (2005)
 KW0826
 KW0826'RECOVERY NOTE BY HERBERT, ROWLAND AND GRUBIC 2005
 KW0826'RECOVERED IN GOOD CONDITION.
 KW0826
 KW0826                          STATION RECOVERY (2006)
 KW0826
 KW0826'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW0826'OMIT TELEPHONE POLE MEASUREMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0735 ***********************************************************************
 LZ0735  DESIGNATION -  B 30
 LZ0735  PID         -  LZ0735
 LZ0735  STATE/COUNTY-  PA/TIOGA
 LZ0735  USGS QUAD   -  CEDAR RUN (1994)
 LZ0735
 LZ0735                         *CURRENT SURVEY CONTROL
 LZ0735  ___________________________________________________________________
 LZ0735* NAD 83(1986)-  41 36 37.     (N)    077 24 24.     (W)     SCALED    
 LZ0735* NAVD 88     -       284.724  (meters)     934.13   (feet)  ADJUSTED  
 LZ0735  ___________________________________________________________________
 LZ0735  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 LZ0735  DYNAMIC HT  -         284.598 (meters)     933.72  (feet)  COMP
 LZ0735  MODELED GRAV-     980,176.9   (mgal)                       NAVD 88
 LZ0735
 LZ0735  VERT ORDER  -  SECOND    CLASS 0
 LZ0735
 LZ0735.The horizontal coordinates were scaled from a topographic map and have
 LZ0735.an estimated accuracy of +/- 6 seconds.
 LZ0735
 LZ0735.The orthometric height was determined by differential leveling
 LZ0735.and adjusted by the National Geodetic Survey in June 1991..
 LZ0735
 LZ0735.The geoid height was determined by GEOID03.
 LZ0735
 LZ0735.The dynamic height is computed by dividing the NAVD 88
 LZ0735.geopotential number by the normal gravity value computed on the
 LZ0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0735.degrees latitude (g = 980.6199 gals.).
 LZ0735
 LZ0735.The modeled gravity was interpolated from observed gravity values.
 LZ0735
 LZ0735;                    North         East    Units  Estimated Accuracy
 LZ0735;SPC PA N     -   160,380.      628,620.      MT  (+/- 180 meters Scaled)
 LZ0735
 LZ0735                          SUPERSEDED SURVEY CONTROL
 LZ0735
 LZ0735  NGVD 29 (??/??/92)  284.875  (m)          934.63   (f) ADJ UNCH    2 0
 LZ0735
 LZ0735.Superseded values are not recommended for survey control.
 LZ0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0735.See file dsdata.txt to determine how the superseded data were derived.
 LZ0735
 LZ0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM994093(NAD 83)
 LZ0735_MARKER: DB = BENCH MARK DISK
 LZ0735_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0735_SP_SET: BRIDGE
 LZ0735_STAMPING: B 30 1934
 LZ0735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0735
 LZ0735  HISTORY     - Date     Condition        Report By
 LZ0735  HISTORY     - 1934     MONUMENTED       CGS
 LZ0735
 LZ0735                          STATION DESCRIPTION
 LZ0735
 LZ0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0735'3.7 MI S FROM TIADAGHTON.
 LZ0735'ABOUT 3.7 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD
 LZ0735'FROM TIADAGHTON, TIOGA COUNTY, AT THE SOUTH END OF THE SIDING
 LZ0735'AT PINE, AT BRIDGE 133, IN THE TOP OF THE WEST WING WALL OF
 LZ0735'THE SOUTH ABUTMENT, 16 FEET WEST OF THE WEST RAIL, AND ABOUT 6
 LZ0735'FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 LZ0735'B 30 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0721 ***********************************************************************
 MA0721  DESIGNATION -  B 301
 MA0721  PID         -  MA0721
 MA0721  STATE/COUNTY-  PA/MCKEAN
 MA0721  USGS QUAD   -  CYCLONE (1981)
 MA0721
 MA0721                         *CURRENT SURVEY CONTROL
 MA0721  ___________________________________________________________________
 MA0721* NAD 83(1986)-  41 47 40.     (N)    078 36 52.     (W)     SCALED    
 MA0721* NAVD 88     -       630.467  (meters)    2068.46   (feet)  ADJUSTED  
 MA0721  ___________________________________________________________________
 MA0721  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 MA0721  DYNAMIC HT  -         630.190 (meters)    2067.55  (feet)  COMP
 MA0721  MODELED GRAV-     980,161.2   (mgal)                       NAVD 88
 MA0721
 MA0721  VERT ORDER  -  SECOND    CLASS 0
 MA0721
 MA0721.The horizontal coordinates were scaled from a topographic map and have
 MA0721.an estimated accuracy of +/- 6 seconds.
 MA0721
 MA0721.The orthometric height was determined by differential leveling
 MA0721.and adjusted by the National Geodetic Survey in June 1991..
 MA0721
 MA0721.The geoid height was determined by GEOID03.
 MA0721
 MA0721.The dynamic height is computed by dividing the NAVD 88
 MA0721.geopotential number by the normal gravity value computed on the
 MA0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0721.degrees latitude (g = 980.6199 gals.).
 MA0721
 MA0721.The modeled gravity was interpolated from observed gravity values.
 MA0721
 MA0721;                    North         East    Units  Estimated Accuracy
 MA0721;SPC PA N     -   181,130.      528,150.      MT  (+/- 180 meters Scaled)
 MA0721
 MA0721                          SUPERSEDED SURVEY CONTROL
 MA0721
 MA0721  NGVD 29 (??/??/92)  630.569  (m)         2068.79   (f) ADJ UNCH    2 0
 MA0721
 MA0721.Superseded values are not recommended for survey control.
 MA0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0721.See file dsdata.txt to determine how the superseded data were derived.
 MA0721
 MA0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG982297(NAD 83)
 MA0721_MARKER: DB = BENCH MARK DISK
 MA0721_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0721_SP_SET: CULVERT
 MA0721_STAMPING: B 301 1964
 MA0721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0721+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2006
 MA0721
 MA0721  HISTORY     - Date     Condition        Report By
 MA0721  HISTORY     - 1964     MONUMENTED       CGS
 MA0721  HISTORY     - 20040308 GOOD             USPSQD
 MA0721  HISTORY     - 20060822 GOOD             USPSQD
 MA0721
 MA0721                          STATION DESCRIPTION
 MA0721
 MA0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MA0721'0.7 MI E FROM MT ALTON.
 MA0721'FROM THE ST JOSEPH CATHOLIC CHURCH IN MT ALTON, GO IN AN EASTERLY
 MA0721'DIRECTION ON ROUTE 59 FOR 0.7 MILE TO A STONE CULVERT ON THE
 MA0721'NORTH SIDE OF THE HIGHWAY, 20 FEET NORTH OF THE CENTERLINE OF THE
 MA0721'HIGHWAY AND SET IN THE TOP OF A STONE CULVERT.  A STANDARD DISK
 MA0721'STAMPED B 301 1964.
 MA0721
 MA0721                          STATION RECOVERY (2004)
 MA0721
 MA0721'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0721'RECOVERED IN GOOD CONDITION.
 MA0721
 MA0721                          STATION RECOVERY (2006)
 MA0721
 MA0721'RECOVERY NOTE BY US POWER SQUADRON 2006 (SG)
 MA0721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1732 ***********************************************************************
 JU1732  DESIGNATION -  B 302
 JU1732  PID         -  JU1732
 JU1732  STATE/COUNTY-  PA/CHESTER
 JU1732  USGS QUAD   -  WEST CHESTER (1996)
 JU1732
 JU1732                         *CURRENT SURVEY CONTROL
 JU1732  ___________________________________________________________________
 JU1732* NAD 83(1986)-  39 55 48.     (N)    075 37 01.     (W)     SCALED    
 JU1732* NAVD 88     -        68.561  (meters)     224.94   (feet)  ADJUSTED  
 JU1732  ___________________________________________________________________
 JU1732  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JU1732  DYNAMIC HT  -          68.529 (meters)     224.83  (feet)  COMP
 JU1732  MODELED GRAV-     980,152.6   (mgal)                       NAVD 88
 JU1732
 JU1732  VERT ORDER  -  SECOND    CLASS 0
 JU1732
 JU1732.The horizontal coordinates were scaled from a topographic map and have
 JU1732.an estimated accuracy of +/- 6 seconds.
 JU1732
 JU1732.The orthometric height was determined by differential leveling
 JU1732.and adjusted by the National Geodetic Survey in June 1991..
 JU1732
 JU1732.The geoid height was determined by GEOID03.
 JU1732
 JU1732.The dynamic height is computed by dividing the NAVD 88
 JU1732.geopotential number by the normal gravity value computed on the
 JU1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1732.degrees latitude (g = 980.6199 gals.).
 JU1732
 JU1732.The modeled gravity was interpolated from observed gravity values.
 JU1732
 JU1732;                    North         East    Units  Estimated Accuracy
 JU1732;SPC PA S     -    68,450.      782,320.      MT  (+/- 180 meters Scaled)
 JU1732
 JU1732                          SUPERSEDED SURVEY CONTROL
 JU1732
 JU1732  NGVD 29 (??/??/??)   68.854  (m)          225.90   (f) ADJUSTED    2 0
 JU1732
 JU1732.Superseded values are not recommended for survey control.
 JU1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1732.See file dsdata.txt to determine how the superseded data were derived.
 JU1732
 JU1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK472201(NAD 83)
 JU1732_MARKER: DB = BENCH MARK DISK
 JU1732_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1732_SP_SET: BRIDGE
 JU1732_STAMPING: B 302 1966
 JU1732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1732+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2004
 JU1732
 JU1732  HISTORY     - Date     Condition        Report By
 JU1732  HISTORY     - 1966     MONUMENTED       CGS
 JU1732  HISTORY     - 19990301 GOOD             PADT
 JU1732  HISTORY     - 20000311 GOOD             USPSQD
 JU1732  HISTORY     - 20040911 GOOD             GEOCAC
 JU1732
 JU1732                          STATION DESCRIPTION
 JU1732
 JU1732'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1732'1.6 MI NE FROM LENAPE.
 JU1732'1.6 MILES NORTHEAST ALONG STATE HIGHWAY 52 FROM THE RAILROAD
 JU1732'STATION IN LENAPE, 1.8 MILES SOUTHWEST OF WEST CHESTER, 17.6
 JU1732'FEET WEST OF THE CENTERLINE OF HIGHWAY, SET IN THE TOP OF THE
 JU1732'NORTHWEST WINGWALL OF A BRIDGE OVER A SMALL STREAM AND IS ABOUT
 JU1732'1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 JU1732
 JU1732                          STATION RECOVERY (1999)
 JU1732
 JU1732'RECOVERY NOTE BY PA DEPT OF TRANSP 1999
 JU1732'RECOVERED IN GOOD CONDITION.
 JU1732
 JU1732                          STATION RECOVERY (2000)
 JU1732
 JU1732'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU1732'RECOVERED IN GOOD CONDITION.
 JU1732
 JU1732                          STATION RECOVERY (2004)
 JU1732
 JU1732'RECOVERY NOTE BY GEOCACHING 2004 (CJB)
 JU1732'PHOTO AVAIL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2475 ***********************************************************************
 KV2475  DESIGNATION -  B 303 PADH
 KV2475  PID         -  KV2475
 KV2475  STATE/COUNTY-  PA/CHESTER
 KV2475  USGS QUAD   -  HONEY BROOK (1983)
 KV2475
 KV2475                         *CURRENT SURVEY CONTROL
 KV2475  ___________________________________________________________________
 KV2475* NAD 83(1986)-  40 04 34.     (N)    075 54 56.     (W)     SCALED    
 KV2475* NAVD 88     -       197.380  (meters)     647.57   (feet)  ADJUSTED  
 KV2475  ___________________________________________________________________
 KV2475  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KV2475  DYNAMIC HT  -         197.276 (meters)     647.23  (feet)  COMP
 KV2475  MODELED GRAV-     980,097.6   (mgal)                       NAVD 88
 KV2475
 KV2475  VERT ORDER  -  SECOND    CLASS 0
 KV2475
 KV2475.The horizontal coordinates were scaled from a topographic map and have
 KV2475.an estimated accuracy of +/- 6 seconds.
 KV2475
 KV2475.The orthometric height was determined by differential leveling
 KV2475.and adjusted by the National Geodetic Survey in June 1991..
 KV2475
 KV2475.The geoid height was determined by GEOID03.
 KV2475
 KV2475.The dynamic height is computed by dividing the NAVD 88
 KV2475.geopotential number by the normal gravity value computed on the
 KV2475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2475.degrees latitude (g = 980.6199 gals.).
 KV2475
 KV2475.The modeled gravity was interpolated from observed gravity values.
 KV2475
 KV2475;                    North         East    Units  Estimated Accuracy
 KV2475;SPC PA S     -    84,100.      756,460.      MT  (+/- 180 meters Scaled)
 KV2475
 KV2475                          SUPERSEDED SURVEY CONTROL
 KV2475
 KV2475  NGVD 29 (??/??/??)  197.632  (m)          648.40   (f) ADJUSTED    2 0
 KV2475
 KV2475.Superseded values are not recommended for survey control.
 KV2475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2475.See file dsdata.txt to determine how the superseded data were derived.
 KV2475
 KV2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK219366(NAD 83)
 KV2475_MARKER: DD = SURVEY DISK
 KV2475_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2475_SP_SET: BRIDGE
 KV2475_STAMPING: B 303 1966
 KV2475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2475
 KV2475  HISTORY     - Date     Condition        Report By
 KV2475  HISTORY     - 1966     MONUMENTED       PADH
 KV2475  HISTORY     - 1966     GOOD             CGS
 KV2475  HISTORY     - 1990     GOOD             USPSQD
 KV2475  HISTORY     - 19910702 GOOD             USPSQD
 KV2475
 KV2475                          STATION DESCRIPTION
 KV2475
 KV2475'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2475'1.4 MI S FROM HONEYBROOK.
 KV2475'ABOUT 1.4 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE POST
 KV2475'OFFICE IN HONEYBROOK, SET IN THE TOP OF THE NORTHWEST WINGWALL
 KV2475'OF A SMALL BRIDGE, 14 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY
 KV2475'AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 KV2475
 KV2475                          STATION RECOVERY (1990)
 KV2475
 KV2475'RECOVERY NOTE BY US POWER SQUADRON 1990 (JDC)
 KV2475'RECOVERED IN GOOD CONDITION.
 KV2475
 KV2475                          STATION RECOVERY (1991)
 KV2475
 KV2475'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSU)
 KV2475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0253 ***********************************************************************
 JV0253  DESIGNATION -  B 304
 JV0253  PID         -  JV0253
 JV0253  STATE/COUNTY-  PA/LANCASTER
 JV0253  USGS QUAD   -  GAP (1989)
 JV0253
 JV0253                         *CURRENT SURVEY CONTROL
 JV0253  ___________________________________________________________________
 JV0253* NAD 83(1986)-  39 59 31.     (N)    076 01 13.     (W)     SCALED    
 JV0253* NAVD 88     -       138.885  (meters)     455.66   (feet)  ADJUSTED  
 JV0253  ___________________________________________________________________
 JV0253  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 JV0253  DYNAMIC HT  -         138.815 (meters)     455.43  (feet)  COMP
 JV0253  MODELED GRAV-     980,114.3   (mgal)                       NAVD 88
 JV0253
 JV0253  VERT ORDER  -  SECOND    CLASS 0
 JV0253
 JV0253.The horizontal coordinates were scaled from a topographic map and have
 JV0253.an estimated accuracy of +/- 6 seconds.
 JV0253
 JV0253.The orthometric height was determined by differential leveling
 JV0253.and adjusted by the National Geodetic Survey in June 1991..
 JV0253
 JV0253.The geoid height was determined by GEOID03.
 JV0253
 JV0253.The dynamic height is computed by dividing the NAVD 88
 JV0253.geopotential number by the normal gravity value computed on the
 JV0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0253.degrees latitude (g = 980.6199 gals.).
 JV0253
 JV0253.The modeled gravity was interpolated from observed gravity values.
 JV0253
 JV0253;                    North         East    Units  Estimated Accuracy
 JV0253;SPC PA S     -    74,580.      747,710.      MT  (+/- 180 meters Scaled)
 JV0253
 JV0253                          SUPERSEDED SURVEY CONTROL
 JV0253
 JV0253  NGVD 29 (??/??/??)  139.153  (m)          456.54   (f) ADJUSTED    2 0
 JV0253
 JV0253.Superseded values are not recommended for survey control.
 JV0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0253.See file dsdata.txt to determine how the superseded data were derived.
 JV0253
 JV0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK128273(NAD 83)
 JV0253_MARKER: DB = BENCH MARK DISK
 JV0253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV0253_SP_SET: CULVERT
 JV0253_STAMPING: B 304 1966
 JV0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV0253
 JV0253  HISTORY     - Date     Condition        Report By
 JV0253  HISTORY     - 1966     MONUMENTED       CGS
 JV0253  HISTORY     - 1970     GOOD             NGS
 JV0253  HISTORY     - 20050905 GOOD             GEOCAC
 JV0253
 JV0253                          STATION DESCRIPTION
 JV0253
 JV0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JV0253'AT GAP.
 JV0253'AT GAP, 300 FEET EAST OF THE JUNCTION OF U.S. HIGHWAY 30 AND
 JV0253'STATE HIGHWAY 41, 35 FEET SOUTH OF THE APPROXIMATE CENTER OF
 JV0253'U.S. HIGHWAY 30, 1.0 FOOT EAST OF THE WEST END OF HEADWALL,
 JV0253'SET IN THE TOP OF THE WEST END OF SOUTH HEADWALL OF A LARGE
 JV0253'BOX CULVERT AND IS ABOUT LEVEL WITH THE HIGHWAY.
 JV0253
 JV0253                          STATION RECOVERY (1970)
 JV0253
 JV0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JV0253'RECOVERED IN GOOD CONDITION.
 JV0253
 JV0253                          STATION RECOVERY (2005)
 JV0253
 JV0253'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 JV0253'N 39 59 31.3 W 076 01 16.1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0797 ***********************************************************************
 KW0797  DESIGNATION -  B 305 PADH
 KW0797  PID         -  KW0797
 KW0797  STATE/COUNTY-  PA/LANCASTER
 KW0797  USGS QUAD   -  COLUMBIA EAST (1995)
 KW0797
 KW0797                         *CURRENT SURVEY CONTROL
 KW0797  ___________________________________________________________________
 KW0797* NAD 83(1986)-  40 02 57.     (N)    076 24 48.     (W)     SCALED    
 KW0797* NAVD 88     -       141.427  (meters)     464.00   (feet)  ADJUSTED  
 KW0797  ___________________________________________________________________
 KW0797  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KW0797  DYNAMIC HT  -         141.354 (meters)     463.76  (feet)  COMP
 KW0797  MODELED GRAV-     980,105.3   (mgal)                       NAVD 88
 KW0797
 KW0797  VERT ORDER  -  SECOND    CLASS 0
 KW0797
 KW0797.The horizontal coordinates were scaled from a topographic map and have
 KW0797.an estimated accuracy of +/- 6 seconds.
 KW0797
 KW0797.The orthometric height was determined by differential leveling
 KW0797.and adjusted by the National Geodetic Survey in June 1991..
 KW0797
 KW0797.The geoid height was determined by GEOID03.
 KW0797
 KW0797.The dynamic height is computed by dividing the NAVD 88
 KW0797.geopotential number by the normal gravity value computed on the
 KW0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0797.degrees latitude (g = 980.6199 gals.).
 KW0797
 KW0797.The modeled gravity was interpolated from observed gravity values.
 KW0797
 KW0797;                    North         East    Units  Estimated Accuracy
 KW0797;SPC PA S     -    80,350.      714,060.      MT  (+/- 180 meters Scaled)
 KW0797
 KW0797                          SUPERSEDED SURVEY CONTROL
 KW0797
 KW0797  NGVD 29 (??/??/??)  141.678  (m)          464.82   (f) ADJUSTED    2 0
 KW0797
 KW0797.Superseded values are not recommended for survey control.
 KW0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0797.See file dsdata.txt to determine how the superseded data were derived.
 KW0797
 KW0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK794341(NAD 83)
 KW0797_MARKER: DD = SURVEY DISK
 KW0797_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0797_SP_SET: OVERPASS WINGWALL
 KW0797_STAMPING: B 305 1966
 KW0797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0797
 KW0797  HISTORY     - Date     Condition        Report By
 KW0797  HISTORY     - 1966     MONUMENTED       PADH
 KW0797  HISTORY     - 1966     GOOD             CGS
 KW0797  HISTORY     - 1975     GOOD             PADT
 KW0797  HISTORY     - 20011029 GOOD             NGS
 KW0797  HISTORY     - 20060211 GOOD             GEOCAC
 KW0797
 KW0797                          STATION DESCRIPTION
 KW0797
 KW0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0797'5.5 MI E FROM COLUMBIA.
 KW0797'ABOUT 2.9 MILES EAST ALONG U.S. HIGHWAY 30 FROM ITS JUNCTION WITH
 KW0797'STATE HIGHWAYS 441 AND 241 IN COLUMBIA, TO THE JUNCTION OF U.S.
 KW0797'HWY. 30 BY-PASS, THENCE, NORTHEAST ALONG BY-PASS 2.6 MILES, SET
 KW0797'IN THE TOP OF THE NORTHWEST WINGWALL OF A OVER PASS OVER BY-PASS,
 KW0797'23 FEET WEST OF THE CENTERLINE OF ROAD AND IS ABOUT 1 FOOT ABOVE
 KW0797'THE LEVEL OF THE ROAD.
 KW0797
 KW0797                          STATION RECOVERY (1975)
 KW0797
 KW0797'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 KW0797'RECOVERED IN GOOD CONDITION.
 KW0797
 KW0797                          STATION RECOVERY (2001)
 KW0797
 KW0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 KW0797'RECOVERED IN GOOD CONDITION.
 KW0797
 KW0797                          STATION RECOVERY (2006)
 KW0797
 KW0797'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0797'BRIDGE HAS BEEN REBUILT BUT WINGWALLS REMAIN. MARK IS IN GOOD
 KW0797'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2109 ***********************************************************************
 JV2109  DESIGNATION -  B 306 PADH
 JV2109  PID         -  JV2109
 JV2109  STATE/COUNTY-  PA/ADAMS
 JV2109  USGS QUAD   -  BIGLERVILLE (1990)
 JV2109
 JV2109                         *CURRENT SURVEY CONTROL
 JV2109  ___________________________________________________________________
 JV2109* NAD 83(1986)-  39 55 33.     (N)    077 09 52.     (W)     SCALED    
 JV2109* NAVD 88     -       169.248  (meters)     555.27   (feet)  ADJUSTED  
 JV2109  ___________________________________________________________________
 JV2109  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 JV2109  DYNAMIC HT  -         169.157 (meters)     554.98  (feet)  COMP
 JV2109  MODELED GRAV-     980,086.2   (mgal)                       NAVD 88
 JV2109
 JV2109  VERT ORDER  -  SECOND    CLASS 0
 JV2109
 JV2109.The horizontal coordinates were scaled from a topographic map and have
 JV2109.an estimated accuracy of +/- 6 seconds.
 JV2109
 JV2109.The orthometric height was determined by differential leveling
 JV2109.and adjusted by the National Geodetic Survey in June 1991..
 JV2109
 JV2109.The geoid height was determined by GEOID03.
 JV2109
 JV2109.The dynamic height is computed by dividing the NAVD 88
 JV2109.geopotential number by the normal gravity value computed on the
 JV2109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2109.degrees latitude (g = 980.6199 gals.).
 JV2109
 JV2109.The modeled gravity was interpolated from observed gravity values.
 JV2109
 JV2109;                    North         East    Units  Estimated Accuracy
 JV2109;SPC PA S     -    65,950.      650,060.      MT  (+/- 180 meters Scaled)
 JV2109
 JV2109                          SUPERSEDED SURVEY CONTROL
 JV2109
 JV2109  NGVD 29 (??/??/??)  169.450  (m)          555.94   (f) ADJUSTED    2 0
 JV2109
 JV2109.Superseded values are not recommended for survey control.
 JV2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2109.See file dsdata.txt to determine how the superseded data were derived.
 JV2109
 JV2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK150217(NAD 83)
 JV2109_MARKER: DD = SURVEY DISK
 JV2109_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV2109_SP_SET: BRIDGE
 JV2109_STAMPING: B 306 1966
 JV2109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV2109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV2109+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2006
 JV2109
 JV2109  HISTORY     - Date     Condition        Report By
 JV2109  HISTORY     - 1966     MONUMENTED       PADH
 JV2109  HISTORY     - 1966     GOOD             CGS
 JV2109  HISTORY     - 1990     GOOD             USPSQD
 JV2109  HISTORY     - 20060614 GOOD             GEOCAC
 JV2109
 JV2109                          STATION DESCRIPTION
 JV2109
 JV2109'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JV2109'1.8 MI SW FROM HEIDLERSBURG.
 JV2109'ABOUT 1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 15 FROM ITS JUNCTION
 JV2109'WITH STATE HIGHWAY 234 IN HEIDLERSBURG, 12.4 FEET NORTHWEST OF
 JV2109'THE CENTERLINE OF HIGHWAY, SET IN THE TOP OF THE NORTHWEST
 JV2109'WINGWALL OF A BRIDGE AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE
 JV2109'HIGHWAY.
 JV2109
 JV2109                          STATION RECOVERY (1990)
 JV2109
 JV2109'RECOVERY NOTE BY US POWER SQUADRON 1990 (NH)
 JV2109'RECOVERED IN GOOD CONDITION.
 JV2109
 JV2109                          STATION RECOVERY (2006)
 JV2109
 JV2109'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV2109'OLD U.S. HIGHWAY 15 IS NOW OLD HARRISBURG RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1444 ***********************************************************************
 KW1444  DESIGNATION -  B 307 PADH
 KW1444  PID         -  KW1444
 KW1444  STATE/COUNTY-  PA/SNYDER
 KW1444  USGS QUAD   -  SUNBURY (1987)
 KW1444
 KW1444                         *CURRENT SURVEY CONTROL
 KW1444  ___________________________________________________________________
 KW1444* NAD 83(1986)-  40 47 22.     (N)    076 52 00.     (W)     SCALED    
 KW1444* NAVD 88     -       130.438  (meters)     427.95   (feet)  ADJUSTED  
 KW1444  ___________________________________________________________________
 KW1444  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KW1444  DYNAMIC HT  -         130.380 (meters)     427.75  (feet)  COMP
 KW1444  MODELED GRAV-     980,173.9   (mgal)                       NAVD 88
 KW1444
 KW1444  VERT ORDER  -  FIRST     CLASS II
 KW1444
 KW1444.The horizontal coordinates were scaled from a topographic map and have
 KW1444.an estimated accuracy of +/- 6 seconds.
 KW1444
 KW1444.The orthometric height was determined by differential leveling
 KW1444.and adjusted by the National Geodetic Survey in June 1991..
 KW1444
 KW1444.The geoid height was determined by GEOID03.
 KW1444
 KW1444.The dynamic height is computed by dividing the NAVD 88
 KW1444.geopotential number by the normal gravity value computed on the
 KW1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1444.degrees latitude (g = 980.6199 gals.).
 KW1444
 KW1444.The modeled gravity was interpolated from observed gravity values.
 KW1444
 KW1444;                    North         East    Units  Estimated Accuracy
 KW1444;SPC PA S     -   162,060.      674,550.      MT  (+/- 180 meters Scaled)
 KW1444
 KW1444                          SUPERSEDED SURVEY CONTROL
 KW1444
 KW1444  NGVD 29 (??/??/??)  130.677  (m)          428.73   (f) ADJUSTED    1 2
 KW1444
 KW1444.Superseded values are not recommended for survey control.
 KW1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1444.See file dsdata.txt to determine how the superseded data were derived.
 KW1444
 KW1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL425170(NAD 83)
 KW1444_MARKER: DD = SURVEY DISK
 KW1444_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1444_SP_SET: CULVERT
 KW1444_STAMPING: B 307 1966
 KW1444_MARK LOGO: PADH  
 KW1444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1444
 KW1444  HISTORY     - Date     Condition        Report By
 KW1444  HISTORY     - 1966     MONUMENTED       PADH
 KW1444  HISTORY     - 1966     GOOD             CGS
 KW1444  HISTORY     - 1983     GOOD             NGS
 KW1444  HISTORY     - 1989     GOOD             USPSQD
 KW1444
 KW1444                          STATION DESCRIPTION
 KW1444
 KW1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1444'0.7 MI S FROM SELINSGROVE.
 KW1444'0.7 MILE SOUTH ALONG U.S. HIGHWAYS 11 AND 15 FROM THE POST
 KW1444'OFFICE IN SELINSGROVE, 35 FEET EAST OF THE APPROXIMATE CENTER
 KW1444'OF HIGHWAY, SET IN THE TOP OF THE SOUTHEAST WINGWALL OF A LARGE
 KW1444'BOX CULVERT AND IS ABOUT 8 FEET BELOW THE LEVEL OF THE HIGHWAY.
 KW1444
 KW1444                          STATION RECOVERY (1983)
 KW1444
 KW1444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KW1444'RECOVERED IN GOOD CONDITION.
 KW1444
 KW1444                          STATION RECOVERY (1989)
 KW1444
 KW1444'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1188 ***********************************************************************
 KW1188  DESIGNATION -  B 308
 KW1188  PID         -  KW1188
 KW1188  STATE/COUNTY-  PA/PERRY
 KW1188  USGS QUAD   -  HALIFAX (1977)
 KW1188
 KW1188                         *CURRENT SURVEY CONTROL
 KW1188  ___________________________________________________________________
 KW1188* NAD 83(1986)-  40 27 47.     (N)    076 57 15.     (W)     SCALED    
 KW1188* NAVD 88     -       113.149  (meters)     371.22   (feet)  ADJUSTED  
 KW1188  ___________________________________________________________________
 KW1188  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KW1188  DYNAMIC HT  -         113.094 (meters)     371.04  (feet)  COMP
 KW1188  MODELED GRAV-     980,141.4   (mgal)                       NAVD 88
 KW1188
 KW1188  VERT ORDER  -  FIRST     CLASS II
 KW1188
 KW1188.The horizontal coordinates were scaled from a topographic map and have
 KW1188.an estimated accuracy of +/- 6 seconds.
 KW1188
 KW1188.The orthometric height was determined by differential leveling
 KW1188.and adjusted by the National Geodetic Survey in June 1991..
 KW1188
 KW1188.The geoid height was determined by GEOID03.
 KW1188
 KW1188.The dynamic height is computed by dividing the NAVD 88
 KW1188.geopotential number by the normal gravity value computed on the
 KW1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1188.degrees latitude (g = 980.6199 gals.).
 KW1188
 KW1188.The modeled gravity was interpolated from observed gravity values.
 KW1188
 KW1188;                    North         East    Units  Estimated Accuracy
 KW1188;SPC PA S     -   125,740.      667,490.      MT  (+/- 180 meters Scaled)
 KW1188
 KW1188                          SUPERSEDED SURVEY CONTROL
 KW1188
 KW1188  NGVD 29 (??/??/??)  113.391  (m)          372.02   (f) ADJUSTED    1 2
 KW1188
 KW1188.Superseded values are not recommended for survey control.
 KW1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1188.See file dsdata.txt to determine how the superseded data were derived.
 KW1188
 KW1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK343809(NAD 83)
 KW1188_MARKER: DB = BENCH MARK DISK
 KW1188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1188_SP_SET: CULVERT
 KW1188_STAMPING: B 308 1966
 KW1188_MARK LOGO: CGS   
 KW1188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1188
 KW1188  HISTORY     - Date     Condition        Report By
 KW1188  HISTORY     - 1966     MONUMENTED       CGS
 KW1188  HISTORY     - 1983     GOOD             NGS
 KW1188  HISTORY     - 19980502 MARK NOT FOUND   USPSQD
 KW1188
 KW1188                          STATION DESCRIPTION
 KW1188
 KW1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1188'4 MI N FROM AMITY HALL.
 KW1188'ABOUT 4.0 MILES NORTH ALONG U.S. HIGHWAYS 11 AND 15 FROM THE
 KW1188'JUNCTION OF U.S. HIGHWAYS 11, 15, 22, AND 322 AT AMITY HALL, 32
 KW1188'FEET WEST OF THE APPROXIMATE CENTER OF HIGHWAY, SET IN TE TOP
 KW1188'OF THE APPROXIMATE CENTER OF THE HEADWALL OF A CONCRETE CULVERT
 KW1188'AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 KW1188
 KW1188                          STATION RECOVERY (1983)
 KW1188
 KW1188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KW1188'RECOVERED IN GOOD CONDITION.
 KW1188
 KW1188                          STATION RECOVERY (1998)
 KW1188
 KW1188'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW1188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1740 ***********************************************************************
 KW1740  DESIGNATION -  B 309
 KW1740  PID         -  KW1740
 KW1740  STATE/COUNTY-  PA/JUNIATA
 KW1740  USGS QUAD   -  MILLERSTOWN (1978)
 KW1740
 KW1740                         *CURRENT SURVEY CONTROL
 KW1740  ___________________________________________________________________
 KW1740* NAD 83(1986)-  40 33 51.     (N)    077 11 10.     (W)     SCALED    
 KW1740* NAVD 88     -       127.164  (meters)     417.20   (feet)  ADJUSTED  
 KW1740  ___________________________________________________________________
 KW1740  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KW1740  DYNAMIC HT  -         127.104 (meters)     417.01  (feet)  COMP
 KW1740  MODELED GRAV-     980,152.2   (mgal)                       NAVD 88
 KW1740
 KW1740  VERT ORDER  -  SECOND    CLASS 0
 KW1740
 KW1740.The horizontal coordinates were scaled from a topographic map and have
 KW1740.an estimated accuracy of +/- 6 seconds.
 KW1740
 KW1740.The orthometric height was determined by differential leveling
 KW1740.and adjusted by the National Geodetic Survey in June 1991..
 KW1740
 KW1740.The geoid height was determined by GEOID03.
 KW1740
 KW1740.The dynamic height is computed by dividing the NAVD 88
 KW1740.geopotential number by the normal gravity value computed on the
 KW1740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1740.degrees latitude (g = 980.6199 gals.).
 KW1740
 KW1740.The modeled gravity was interpolated from observed gravity values.
 KW1740
 KW1740;                    North         East    Units  Estimated Accuracy
 KW1740;SPC PA S     -   136,820.      647,750.      MT  (+/- 180 meters Scaled)
 KW1740
 KW1740                          SUPERSEDED SURVEY CONTROL
 KW1740
 KW1740  NGVD 29 (??/??/??)  127.385  (m)          417.93   (f) ADJUSTED    2 0
 KW1740
 KW1740.Superseded values are not recommended for survey control.
 KW1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1740.See file dsdata.txt to determine how the superseded data were derived.
 KW1740
 KW1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK149926(NAD 83)
 KW1740_MARKER: DB = BENCH MARK DISK
 KW1740_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1740_SP_SET: CULVERT
 KW1740_STAMPING: B 309 1966
 KW1740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1740
 KW1740  HISTORY     - Date     Condition        Report By
 KW1740  HISTORY     - 1966     MONUMENTED       CGS
 KW1740
 KW1740                          STATION DESCRIPTION
 KW1740
 KW1740'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1740'2 MI NW FROM MILLERSTOWN.
 KW1740'2.0 MILES NORTHWEST ALONG U.S. HIGHWAY 22 AND 322 FROM THE
 KW1740'POST OFFICE IN MILLERSTOWN, SET IN THE TOP OF THE APPROXIMATE
 KW1740'CENTER OF HEADWALL OF A LARGE ARCHED CULVERT, 150 FEET EAST OF
 KW1740'A ROAD, 20.7 FEET NORTH OF THE CENTERLINE OF HIGHWAY AND IS
 KW1740'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0658 ***********************************************************************
 LZ0658  DESIGNATION -  B 31
 LZ0658  PID         -  LZ0658
 LZ0658  STATE/COUNTY-  PA/TIOGA
 LZ0658  USGS QUAD   -  JACKSON SUMMIT (1986)
 LZ0658
 LZ0658                         *CURRENT SURVEY CONTROL
 LZ0658  ___________________________________________________________________
 LZ0658* NAD 83(1986)-  41 56 04.     (N)    077 07 11.     (W)     SCALED    
 LZ0658* NAVD 88     -       309.874  (meters)    1016.64   (feet)  ADJUSTED  
 LZ0658  ___________________________________________________________________
 LZ0658  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 LZ0658  DYNAMIC HT  -         309.758 (meters)    1016.26  (feet)  COMP
 LZ0658  MODELED GRAV-     980,238.5   (mgal)                       NAVD 88
 LZ0658
 LZ0658  VERT ORDER  -  SECOND    CLASS 0
 LZ0658
 LZ0658.The horizontal coordinates were scaled from a topographic map and have
 LZ0658.an estimated accuracy of +/- 6 seconds.
 LZ0658
 LZ0658.The orthometric height was determined by differential leveling
 LZ0658.and adjusted by the National Geodetic Survey in June 1991..
 LZ0658
 LZ0658.The geoid height was determined by GEOID03.
 LZ0658
 LZ0658.The dynamic height is computed by dividing the NAVD 88
 LZ0658.geopotential number by the normal gravity value computed on the
 LZ0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0658.degrees latitude (g = 980.6199 gals.).
 LZ0658
 LZ0658.The modeled gravity was interpolated from observed gravity values.
 LZ0658
 LZ0658;                    North         East    Units  Estimated Accuracy
 LZ0658;SPC PA N     -   196,510.      652,270.      MT  (+/- 180 meters Scaled)
 LZ0658
 LZ0658                          SUPERSEDED SURVEY CONTROL
 LZ0658
 LZ0658  NGVD 29 (??/??/92)  310.03   (m)         1017.2    (f) COMPUTED    2 0
 LZ0658
 LZ0658.Superseded values are not recommended for survey control.
 LZ0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0658.See file dsdata.txt to determine how the superseded data were derived.
 LZ0658
 LZ0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM242446(NAD 83)
 LZ0658_MARKER: DB = BENCH MARK DISK
 LZ0658_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0658_SP_SET: ABUTMENT
 LZ0658_STAMPING: B 31 1934
 LZ0658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0658
 LZ0658  HISTORY     - Date     Condition        Report By
 LZ0658  HISTORY     - 1934     MONUMENTED       CGS
 LZ0658
 LZ0658                          STATION DESCRIPTION
 LZ0658
 LZ0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0658'2 MI N FROM TIOGA.
 LZ0658'2 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM TIOGA,
 LZ0658'TIOGA COUNTY, ABOUT 1,000 FEET NORTH OF MILEPOST L 91, AT
 LZ0658'40-FOOT CONCRETE BRIDGE 82, IN THE TOP OF THE EAST SIDE OF
 LZ0658'THE SOUTH ABUTMENT, 5 FEET EAST OF THE EAST RAIL, AND 6 FEET
 LZ0658'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED B 31
 LZ0658'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1768 ***********************************************************************
 KW1768  DESIGNATION -  B 310
 KW1768  PID         -  KW1768
 KW1768  STATE/COUNTY-  PA/MIFFLIN
 KW1768  USGS QUAD   -  ALFARATA (1978)
 KW1768
 KW1768                         *CURRENT SURVEY CONTROL
 KW1768  ___________________________________________________________________
 KW1768* NAD 83(1986)-  40 38 54.     (N)    077 28 57.     (W)     SCALED    
 KW1768* NAVD 88     -       199.301  (meters)     653.87   (feet)  ADJUSTED  
 KW1768  ___________________________________________________________________
 KW1768  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KW1768  DYNAMIC HT  -         199.206 (meters)     653.56  (feet)  COMP
 KW1768  MODELED GRAV-     980,147.0   (mgal)                       NAVD 88
 KW1768
 KW1768  VERT ORDER  -  SECOND    CLASS 0
 KW1768
 KW1768.The horizontal coordinates were scaled from a topographic map and have
 KW1768.an estimated accuracy of +/- 6 seconds.
 KW1768
 KW1768.The orthometric height was determined by differential leveling
 KW1768.and adjusted by the National Geodetic Survey in June 1991..
 KW1768
 KW1768.The geoid height was determined by GEOID03.
 KW1768
 KW1768.The dynamic height is computed by dividing the NAVD 88
 KW1768.geopotential number by the normal gravity value computed on the
 KW1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1768.degrees latitude (g = 980.6199 gals.).
 KW1768
 KW1768.The modeled gravity was interpolated from observed gravity values.
 KW1768
 KW1768;                    North         East    Units  Estimated Accuracy
 KW1768;SPC PA S     -   146,050.      622,630.      MT  (+/- 180 meters Scaled)
 KW1768
 KW1768                          SUPERSEDED SURVEY CONTROL
 KW1768
 KW1768  NGVD 29 (??/??/??)  199.510  (m)          654.56   (f) ADJUSTED    2 0
 KW1768
 KW1768.Superseded values are not recommended for survey control.
 KW1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1768.See file dsdata.txt to determine how the superseded data were derived.
 KW1768
 KW1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL901026(NAD 83)
 KW1768_MARKER: DB = BENCH MARK DISK
 KW1768_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1768_SP_SET: CATCH BASIN
 KW1768_STAMPING: B 310 1966
 KW1768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1768
 KW1768  HISTORY     - Date     Condition        Report By
 KW1768  HISTORY     - 1966     MONUMENTED       CGS
 KW1768
 KW1768                          STATION DESCRIPTION
 KW1768
 KW1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1768'5.4 MI NE FROM LEWISTOWN.
 KW1768'5.4 MILES NORTHEAST ALONG U.S. HIGHWAY 522 FROM ITS JUNCTION WITH
 KW1768'U.S. HIGHWAY 322 BY-PASS AT THE NORTHEAST EDGE OF LEWISTOWN, SET
 KW1768'IN THE TOP OF THE BACKWALL OF A CATCHBASIN, 300 FEET NORTHEAST
 KW1768'OF A DRIVEWAY LEADING TO A SMALL CINDERBLOCK HOUSE, 48 FEET
 KW1768'NORTHEAST OF POLE NO 201, 21 FEET SOUTHEAST OF THE CENTERLINE
 KW1768'OF HIGHWAY, 0.6 FOOT NORTHEAST OF THE SOUTHWEST END OF BASIN AND
 KW1768'IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2255 ***********************************************************************
 KW2255  DESIGNATION -  B 311 PADH
 KW2255  PID         -  KW2255
 KW2255  STATE/COUNTY-  PA/MIFFLIN
 KW2255  USGS QUAD   -  NEWTON HAMILTON (1971)
 KW2255
 KW2255                         *CURRENT SURVEY CONTROL
 KW2255  ___________________________________________________________________
 KW2255* NAD 83(1986)-  40 29 03.     (N)    077 45 45.     (W)     SCALED    
 KW2255* NAVD 88     -       173.233  (meters)     568.35   (feet)  ADJUSTED  
 KW2255  ___________________________________________________________________
 KW2255  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KW2255  DYNAMIC HT  -         173.145 (meters)     568.06  (feet)  COMP
 KW2255  MODELED GRAV-     980,116.2   (mgal)                       NAVD 88
 KW2255
 KW2255  VERT ORDER  -  SECOND    CLASS 0
 KW2255
 KW2255.The horizontal coordinates were scaled from a topographic map and have
 KW2255.an estimated accuracy of +/- 6 seconds.
 KW2255
 KW2255.The orthometric height was determined by differential leveling
 KW2255.and adjusted by the National Geodetic Survey in June 1991..
 KW2255
 KW2255.The geoid height was determined by GEOID03.
 KW2255
 KW2255.The dynamic height is computed by dividing the NAVD 88
 KW2255.geopotential number by the normal gravity value computed on the
 KW2255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2255.degrees latitude (g = 980.6199 gals.).
 KW2255
 KW2255.The modeled gravity was interpolated from observed gravity values.
 KW2255
 KW2255;                    North         East    Units  Estimated Accuracy
 KW2255;SPC PA S     -   127,780.      598,940.      MT  (+/- 180 meters Scaled)
 KW2255
 KW2255                          SUPERSEDED SURVEY CONTROL
 KW2255
 KW2255  NGVD 29 (??/??/??)  173.432  (m)          569.00   (f) ADJUSTED    2 0
 KW2255
 KW2255.Superseded values are not recommended for survey control.
 KW2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2255.See file dsdata.txt to determine how the superseded data were derived.
 KW2255
 KW2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK658851(NAD 83)
 KW2255_MARKER: DD = SURVEY DISK
 KW2255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2255_SP_SET: BRIDGE
 KW2255_STAMPING: B 311 1966
 KW2255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2255
 KW2255  HISTORY     - Date     Condition        Report By
 KW2255  HISTORY     - 1966     MONUMENTED       PADH
 KW2255  HISTORY     - 1967     GOOD             CGS
 KW2255
 KW2255                          STATION DESCRIPTION
 KW2255
 KW2255'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KW2255'1.6 MI SW FROM MC VEYTOWN.
 KW2255'1.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 22 AND 522 FROM THE
 KW2255'POST OFFICE IN MC VEYTOWN, SET IN THE TOP OF THE NORTHEAST
 KW2255'WINGWALL OF A BRIDGE, 20 FEET NORTHWEST OF THE CENTERLINE
 KW2255'OF HIGHWAY AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0239 ***********************************************************************
 KX0239  DESIGNATION -  B 312
 KX0239  PID         -  KX0239
 KX0239  STATE/COUNTY-  PA/BLAIR
 KX0239  USGS QUAD   -  SPRUCE CREEK (1977)
 KX0239
 KX0239                         *CURRENT SURVEY CONTROL
 KX0239  ___________________________________________________________________
 KX0239* NAD 83(1986)-  40 31 34.     (N)    078 11 58.     (W)     SCALED    
 KX0239* NAVD 88     -       296.048  (meters)     971.28   (feet)  ADJUSTED  
 KX0239  ___________________________________________________________________
 KX0239  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KX0239  DYNAMIC HT  -         295.896 (meters)     970.79  (feet)  COMP
 KX0239  MODELED GRAV-     980,106.6   (mgal)                       NAVD 88
 KX0239
 KX0239  VERT ORDER  -  SECOND    CLASS 0
 KX0239
 KX0239.The horizontal coordinates were scaled from a topographic map and have
 KX0239.an estimated accuracy of +/- 6 seconds.
 KX0239
 KX0239.The orthometric height was determined by differential leveling
 KX0239.and adjusted by the National Geodetic Survey in June 1991..
 KX0239
 KX0239.The geoid height was determined by GEOID03.
 KX0239
 KX0239.The dynamic height is computed by dividing the NAVD 88
 KX0239.geopotential number by the normal gravity value computed on the
 KX0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0239.degrees latitude (g = 980.6199 gals.).
 KX0239
 KX0239.The modeled gravity was interpolated from observed gravity values.
 KX0239
 KX0239;                    North         East    Units  Estimated Accuracy
 KX0239;SPC PA S     -   132,540.      561,920.      MT  (+/- 180 meters Scaled)
 KX0239
 KX0239                          SUPERSEDED SURVEY CONTROL
 KX0239
 KX0239  NGVD 29 (??/??/92)  296.235  (m)          971.90   (f) ADJ UNCH    2 0
 KX0239
 KX0239.Superseded values are not recommended for survey control.
 KX0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0239.See file dsdata.txt to determine how the superseded data were derived.
 KX0239
 KX0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE372899(NAD 83)
 KX0239_MARKER: DD = SURVEY DISK
 KX0239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0239_SP_SET: CULVERT
 KX0239_STAMPING: B 312 1966
 KX0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0239
 KX0239  HISTORY     - Date     Condition        Report By
 KX0239  HISTORY     - 1966     MONUMENTED       PADT
 KX0239  HISTORY     - 1967     GOOD             NGS
 KX0239
 KX0239                          STATION DESCRIPTION
 KX0239
 KX0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0239'10.9 MI SE FROM FRANKSTOWN.
 KX0239'ABOUT 10.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 22 FROM ITS
 KX0239'JUNCTION WITH FRANKSTOWN ROAD IN FRANKSTOWN, 15.7 MILES NORTHWEST
 KX0239'OF HUNTINGDON, SET IN THE TOP OF THE SOUTHWEST WINGWALL OF A BOX
 KX0239'CULVERT, 26 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY, 13 FEET
 KX0239'NORTHEAST OF TELEPHONE POLE NO 221, AND IS ABOUT 4 FEET BELOW THE
 KX0239'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0391 ***********************************************************************
 KX0391  DESIGNATION -  B 313
 KX0391  PID         -  KX0391
 KX0391  STATE/COUNTY-  PA/BLAIR
 KX0391  USGS QUAD   -  ROARING SPRING (1987)
 KX0391
 KX0391                         *CURRENT SURVEY CONTROL
 KX0391  ___________________________________________________________________
 KX0391* NAD 83(1986)-  40 21 27.     (N)    078 25 48.     (W)     SCALED    
 KX0391* NAVD 88     -       310.803  (meters)    1019.69   (feet)  ADJUSTED  
 KX0391  ___________________________________________________________________
 KX0391  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KX0391  DYNAMIC HT  -         310.635 (meters)    1019.14  (feet)  COMP
 KX0391  MODELED GRAV-     980,078.7   (mgal)                       NAVD 88
 KX0391
 KX0391  VERT ORDER  -  SECOND    CLASS 0
 KX0391
 KX0391.The horizontal coordinates were scaled from a topographic map and have
 KX0391.an estimated accuracy of +/- 6 seconds.
 KX0391
 KX0391.The orthometric height was determined by differential leveling
 KX0391.and adjusted by the National Geodetic Survey in June 1991..
 KX0391
 KX0391.The geoid height was determined by GEOID03.
 KX0391
 KX0391.The dynamic height is computed by dividing the NAVD 88
 KX0391.geopotential number by the normal gravity value computed on the
 KX0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0391.degrees latitude (g = 980.6199 gals.).
 KX0391
 KX0391.The modeled gravity was interpolated from observed gravity values.
 KX0391
 KX0391;                    North         East    Units  Estimated Accuracy
 KX0391;SPC PA S     -   113,940.      542,240.      MT  (+/- 180 meters Scaled)
 KX0391
 KX0391                          SUPERSEDED SURVEY CONTROL
 KX0391
 KX0391  NGVD 29 (??/??/92)  310.958  (m)         1020.20   (f) ADJ UNCH    2 0
 KX0391
 KX0391.Superseded values are not recommended for survey control.
 KX0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0391.See file dsdata.txt to determine how the superseded data were derived.
 KX0391
 KX0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE182706(NAD 83)
 KX0391_MARKER: DD = SURVEY DISK
 KX0391_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0391_SP_SET: BRIDGE
 KX0391_STAMPING: B 313 1967
 KX0391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0391
 KX0391  HISTORY     - Date     Condition        Report By
 KX0391  HISTORY     - 1967     MONUMENTED       PADT
 KX0391  HISTORY     - 1967     GOOD             NGS
 KX0391
 KX0391                          STATION DESCRIPTION
 KX0391
 KX0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0391'2.5 MI S FROM NEWRY.
 KX0391'2.5 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE,
 KX0391'SET IN THE TOP OF THE SOUTHEAST WINGWALL OF A BRIDGE, 21.0 FEET
 KX0391'SOUTHEAST OF THE CENTERLINE OF HIGHWAY AND ABOUT LEVEL WITH
 KX0391'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0627 ***********************************************************************
 KX0627  DESIGNATION -  B 314
 KX0627  PID         -  KX0627
 KX0627  STATE/COUNTY-  PA/BEDFORD
 KX0627  USGS QUAD   -  BEDFORD (1987)
 KX0627
 KX0627                         *CURRENT SURVEY CONTROL
 KX0627  ___________________________________________________________________
 KX0627* NAD 83(1986)-  40 02 58.     (N)    078 30 40.     (W)     SCALED    
 KX0627* NAVD 88     -       346.802  (meters)    1137.80   (feet)  ADJUSTED  
 KX0627  ___________________________________________________________________
 KX0627  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KX0627  DYNAMIC HT  -         346.606 (meters)    1137.16  (feet)  COMP
 KX0627  MODELED GRAV-     980,052.1   (mgal)                       NAVD 88
 KX0627
 KX0627  VERT ORDER  -  SECOND    CLASS 0
 KX0627
 KX0627.The horizontal coordinates were scaled from a topographic map and have
 KX0627.an estimated accuracy of +/- 6 seconds.
 KX0627
 KX0627.The orthometric height was determined by differential leveling
 KX0627.and adjusted by the National Geodetic Survey in June 1991..
 KX0627
 KX0627.The geoid height was determined by GEOID03.
 KX0627
 KX0627.The dynamic height is computed by dividing the NAVD 88
 KX0627.geopotential number by the normal gravity value computed on the
 KX0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0627.degrees latitude (g = 980.6199 gals.).
 KX0627
 KX0627.The modeled gravity was interpolated from observed gravity values.
 KX0627
 KX0627;                    North         East    Units  Estimated Accuracy
 KX0627;SPC PA S     -    79,790.      535,060.      MT  (+/- 180 meters Scaled)
 KX0627
 KX0627                          SUPERSEDED SURVEY CONTROL
 KX0627
 KX0627  NGVD 29 (??/??/92)  346.961  (m)         1138.32   (f) ADJ UNCH    2 0
 KX0627
 KX0627.Superseded values are not recommended for survey control.
 KX0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0627.See file dsdata.txt to determine how the superseded data were derived.
 KX0627
 KX0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE123362(NAD 83)
 KX0627_MARKER: DB = BENCH MARK DISK
 KX0627_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0627_SP_SET: BRIDGE
 KX0627_STAMPING: B 314 1967
 KX0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0627
 KX0627  HISTORY     - Date     Condition        Report By
 KX0627  HISTORY     - 1967     MONUMENTED       CGS
 KX0627
 KX0627                          STATION DESCRIPTION
 KX0627
 KX0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0627'2.3 MI N FROM BEDFORD.
 KX0627'ABOUT 2.3 MILES NORTH ALONG U.S. HIGHWAY 220 FROM THE JUNCTION
 KX0627'OF U.S. HIGHWAY 220 AND 30 (PITT STREET), SET VERTICALLY IN THE
 KX0627'NORTHEAST FACE OF THE NORTHWEST HEADWALL OF THE TURNPIKE BRIDGE
 KX0627'OVER U.S. HIGHWAY 220, 24.0 FEET WEST OF THE CENTERLINE OF HIGHWAY,
 KX0627'4.0 FEET NORTHWEST OF THE NORTHEAST CORNER OF BRIDGE AND 2.5 FEET
 KX0627'ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0541 ***********************************************************************
 KX0541  DESIGNATION -  B 315
 KX0541  PID         -  KX0541
 KX0541  STATE/COUNTY-  PA/CAMBRIA
 KX0541  USGS QUAD   -  EBENSBURG (1994)
 KX0541
 KX0541                         *CURRENT SURVEY CONTROL
 KX0541  ___________________________________________________________________
 KX0541* NAD 83(1986)-  40 28 05.     (N)    078 39 33.     (W)     SCALED    
 KX0541* NAVD 88     -       584.034  (meters)    1916.12   (feet)  ADJUSTED  
 KX0541  ___________________________________________________________________
 KX0541  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KX0541  DYNAMIC HT  -         583.710 (meters)    1915.06  (feet)  COMP
 KX0541  MODELED GRAV-     980,051.9   (mgal)                       NAVD 88
 KX0541
 KX0541  VERT ORDER  -  SECOND    CLASS 0
 KX0541
 KX0541.The horizontal coordinates were scaled from a topographic map and have
 KX0541.an estimated accuracy of +/- 6 seconds.
 KX0541
 KX0541.The orthometric height was determined by differential leveling
 KX0541.and adjusted by the National Geodetic Survey in June 1991..
 KX0541
 KX0541.The geoid height was determined by GEOID03.
 KX0541
 KX0541.The dynamic height is computed by dividing the NAVD 88
 KX0541.geopotential number by the normal gravity value computed on the
 KX0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0541.degrees latitude (g = 980.6199 gals.).
 KX0541
 KX0541.The modeled gravity was interpolated from observed gravity values.
 KX0541
 KX0541;                    North         East    Units  Estimated Accuracy
 KX0541;SPC PA S     -   126,390.      522,900.      MT  (+/- 180 meters Scaled)
 KX0541
 KX0541                          SUPERSEDED SURVEY CONTROL
 KX0541
 KX0541  NGVD 29 (??/??/92)  584.176  (m)         1916.58   (f) ADJ UNCH    2 0
 KX0541
 KX0541.Superseded values are not recommended for survey control.
 KX0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0541.See file dsdata.txt to determine how the superseded data were derived.
 KX0541
 KX0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE984823(NAD 83)
 KX0541_MARKER: DB = BENCH MARK DISK
 KX0541_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0541_SP_SET: CATCH BASIN
 KX0541_STAMPING: B 315 1967
 KX0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0541
 KX0541  HISTORY     - Date     Condition        Report By
 KX0541  HISTORY     - 1967     MONUMENTED       CGS
 KX0541
 KX0541                          STATION DESCRIPTION
 KX0541
 KX0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0541'3.7 MI W FROM CRESSON.
 KX0541'ABOUT 3.7 MILES WEST ALONG U.S. HIGHWAY 22 FROM THE PENNSYLVANIA
 KX0541'RAILROAD OVERPASS IN CRESSON, SET IN THE TOP OF THE WEST END OF
 KX0541'BACKWALL OF A CATCHBASIN, 24 FEET SOUTH OF THE CENTERLINE OF
 KX0541'HIGHWAY, 7.5 FEET WEST OF A METAL WITNESS SIGN, AND IS ABOUT
 KX0541'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1179 ***********************************************************************
 KX1179  DESIGNATION -  B 316
 KX1179  PID         -  KX1179
 KX1179  STATE/COUNTY-  PA/SOMERSET
 KX1179  USGS QUAD   -  BOSWELL (1993)
 KX1179
 KX1179                         *CURRENT SURVEY CONTROL
 KX1179  ___________________________________________________________________
 KX1179* NAD 83(1986)-  40 11 00.     (N)    079 00 36.     (W)     SCALED    
 KX1179* NAVD 88     -       572.976  (meters)    1879.84   (feet)  ADJUSTED  
 KX1179  ___________________________________________________________________
 KX1179  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KX1179  DYNAMIC HT  -         572.646 (meters)    1878.76  (feet)  COMP
 KX1179  MODELED GRAV-     980,030.5   (mgal)                       NAVD 88
 KX1179
 KX1179  VERT ORDER  -  SECOND    CLASS 0
 KX1179
 KX1179.The horizontal coordinates were scaled from a topographic map and have
 KX1179.an estimated accuracy of +/- 6 seconds.
 KX1179
 KX1179.The orthometric height was determined by differential leveling
 KX1179.and adjusted by the National Geodetic Survey in June 1991..
 KX1179
 KX1179.The geoid height was determined by GEOID03.
 KX1179
 KX1179.The dynamic height is computed by dividing the NAVD 88
 KX1179.geopotential number by the normal gravity value computed on the
 KX1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1179.degrees latitude (g = 980.6199 gals.).
 KX1179
 KX1179.The modeled gravity was interpolated from observed gravity values.
 KX1179
 KX1179;                    North         East    Units  Estimated Accuracy
 KX1179;SPC PA S     -    95,150.      492,700.      MT  (+/- 180 meters Scaled)
 KX1179
 KX1179                          SUPERSEDED SURVEY CONTROL
 KX1179
 KX1179  NGVD 29 (??/??/92)  573.110  (m)         1880.28   (f) ADJ UNCH    2 0
 KX1179
 KX1179.Superseded values are not recommended for survey control.
 KX1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1179.See file dsdata.txt to determine how the superseded data were derived.
 KX1179
 KX1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE694500(NAD 83)
 KX1179_MARKER: DB = BENCH MARK DISK
 KX1179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1179_SP_SET: CULVERT
 KX1179_STAMPING: B 316 1967
 KX1179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1179
 KX1179  HISTORY     - Date     Condition        Report By
 KX1179  HISTORY     - 1967     MONUMENTED       CGS
 KX1179
 KX1179                          STATION DESCRIPTION
 KX1179
 KX1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX1179'1.9 MI NE FROM BOSWELL.
 KX1179'1.9 MILES NORTHEAST ALONG STATE HIGHWAY 601 FROM THE RAILROAD
 KX1179'OVERPASS IN BOSWELL, 2.2 MILES SOUTHWEST OF THE POST OFFICE IN
 KX1179'JEROME, 90 FEET WEST OF A FARM POND, 21 FEET SOUTHEAST OF THE
 KX1179'CENTERLINE OF HIGHWAY, SET IN THE TOP OF THE SOUTHEAST HEADWALL
 KX1179'OF A LARGE BOX CULVERT, 1.0 FOOT SOUTHWEST OF THE NORTHEAST END
 KX1179'OF HEADWALL AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0769 ***********************************************************************
 KX0769  DESIGNATION -  B 317
 KX0769  PID         -  KX0769
 KX0769  STATE/COUNTY-  PA/CAMBRIA
 KX0769  USGS QUAD   -  BARNESBORO (1984)
 KX0769
 KX0769                         *CURRENT SURVEY CONTROL
 KX0769  ___________________________________________________________________
 KX0769* NAD 83(1986)-  40 38 30.     (N)    078 46 20.     (W)     SCALED    
 KX0769* NAVD 88     -       448.660  (meters)    1471.98   (feet)  ADJUSTED  
 KX0769  ___________________________________________________________________
 KX0769  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KX0769  DYNAMIC HT  -         448.416 (meters)    1471.18  (feet)  COMP
 KX0769  MODELED GRAV-     980,068.3   (mgal)                       NAVD 88
 KX0769
 KX0769  VERT ORDER  -  SECOND    CLASS 0
 KX0769
 KX0769.The horizontal coordinates were scaled from a topographic map and have
 KX0769.an estimated accuracy of +/- 6 seconds.
 KX0769
 KX0769.The orthometric height was determined by differential leveling
 KX0769.and adjusted by the National Geodetic Survey in June 1991..
 KX0769
 KX0769.The geoid height was determined by GEOID03.
 KX0769
 KX0769.The dynamic height is computed by dividing the NAVD 88
 KX0769.geopotential number by the normal gravity value computed on the
 KX0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0769.degrees latitude (g = 980.6199 gals.).
 KX0769
 KX0769.The modeled gravity was interpolated from observed gravity values.
 KX0769
 KX0769;                    North         East    Units  Estimated Accuracy
 KX0769;SPC PA S     -   145,770.      513,540.      MT  (+/- 180 meters Scaled)
 KX0769
 KX0769                          SUPERSEDED SURVEY CONTROL
 KX0769
 KX0769  NGVD 29 (??/??/92)  448.818  (m)         1472.50   (f) ADJ UNCH    2 0
 KX0769
 KX0769.Superseded values are not recommended for survey control.
 KX0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0769.See file dsdata.txt to determine how the superseded data were derived.
 KX0769
 KX0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF883013(NAD 83)
 KX0769_MARKER: DB = BENCH MARK DISK
 KX0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0769_STAMPING: B 317 1967
 KX0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0769+STABILITY: SURFACE MOTION
 KX0769
 KX0769  HISTORY     - Date     Condition        Report By
 KX0769  HISTORY     - 1967     MONUMENTED       CGS
 KX0769
 KX0769                          STATION DESCRIPTION
 KX0769
 KX0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0769'0.1 MI S FROM SPANGLER.
 KX0769'0.1 MILE SOUTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE AT
 KX0769'SPANGLER, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 KX0769'INCHES, 117.0 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 219,
 KX0769'31.0 FEET EAST OF THE EAST RAIL OF THE EAST ONE OF 4 TRACKS, 31.0
 KX0769'FEET WEST OF THE APPROXIMATE CENTERLINE OF DIRT ROAD AROUND A
 KX0769'SMALL PARK, 2.6 FEET NORTH OF A WITNESS POST, 1.8 FEET SOUTH OF
 KX0769'A TELEPHONE POLE AND ABOUT 1.0 FOOT BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0739 ***********************************************************************
 KX0739  DESIGNATION -  B 318
 KX0739  PID         -  KX0739
 KX0739  STATE/COUNTY-  PA/JEFFERSON
 KX0739  USGS QUAD   -  MC GEES MILLS (1994)
 KX0739
 KX0739                         *CURRENT SURVEY CONTROL
 KX0739  ___________________________________________________________________
 KX0739* NAD 83(1986)-  40 57 34.     (N)    078 50 27.     (W)     SCALED    
 KX0739* NAVD 88     -       464.053  (meters)    1522.48   (feet)  ADJUSTED  
 KX0739  ___________________________________________________________________
 KX0739  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KX0739  DYNAMIC HT  -         463.822 (meters)    1521.72  (feet)  COMP
 KX0739  MODELED GRAV-     980,112.0   (mgal)                       NAVD 88
 KX0739
 KX0739  VERT ORDER  -  SECOND    CLASS 0
 KX0739
 KX0739.The horizontal coordinates were scaled from a topographic map and have
 KX0739.an estimated accuracy of +/- 6 seconds.
 KX0739
 KX0739.The orthometric height was determined by differential leveling
 KX0739.and adjusted by the National Geodetic Survey in June 1991..
 KX0739
 KX0739.The geoid height was determined by GEOID03.
 KX0739
 KX0739.The dynamic height is computed by dividing the NAVD 88
 KX0739.geopotential number by the normal gravity value computed on the
 KX0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0739.degrees latitude (g = 980.6199 gals.).
 KX0739
 KX0739.The modeled gravity was interpolated from observed gravity values.
 KX0739
 KX0739;                    North         East    Units  Estimated Accuracy
 KX0739;SPC PA N     -    88,620.      508,170.      MT  (+/- 180 meters Scaled)
 KX0739
 KX0739                          SUPERSEDED SURVEY CONTROL
 KX0739
 KX0739  NGVD 29 (??/??/92)  464.202  (m)         1522.97   (f) ADJ UNCH    2 0
 KX0739
 KX0739.Superseded values are not recommended for survey control.
 KX0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0739.See file dsdata.txt to determine how the superseded data were derived.
 KX0739
 KX0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF817365(NAD 83)
 KX0739_MARKER: DB = BENCH MARK DISK
 KX0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0739_STAMPING: B 318 1967
 KX0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0739+STABILITY: SURFACE MOTION
 KX0739
 KX0739  HISTORY     - Date     Condition        Report By
 KX0739  HISTORY     - 1967     MONUMENTED       CGS
 KX0739
 KX0739                          STATION DESCRIPTION
 KX0739
 KX0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0739'9.5 MI NW FROM MC GEES MILLS.
 KX0739'5.0 MILES NORTHWEST ALONG STATE HIGHWAY 36 FROM ITS JUNCTION
 KX0739'WITH U.S. HIGHWAY 219 IN MC GEES MILLS TO A ASPHALT ROAD
 KX0739'NORTH, THENCE NORTH 4.5 MILES, 52 FEET SOUTHEAST OF THE EAST
 KX0739'END OF A 18-INCH PIPE CULVERT, 23 FEET SOUTHEAST OF THE APPROXIMATE
 KX0739'CENTER OF A TRACK ROAD, 17 FEET NORTHEAST OF THE APPROXIMATE
 KX0739'CENTER OF THE ROAD, 2.6 FEET NORTH OF A METAL WITNESS SIGN,
 KX0739'SET IN THE TOP OF A CONCRETE POST PROJECTING 2-INCHES AND IS
 KX0739'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0800 ***********************************************************************
 KX0800  DESIGNATION -  B 319
 KX0800  PID         -  KX0800
 KX0800  STATE/COUNTY-  PA/INDIANA
 KX0800  USGS QUAD   -  STRONGSTOWN (1977)
 KX0800
 KX0800                         *CURRENT SURVEY CONTROL
 KX0800  ___________________________________________________________________
 KX0800* NAD 83(1986)-  40 32 35.     (N)    078 54 37.     (W)     SCALED    
 KX0800* NAVD 88     -       531.279  (meters)    1743.04   (feet)  ADJUSTED  
 KX0800  ___________________________________________________________________
 KX0800  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KX0800  DYNAMIC HT  -         530.985 (meters)    1742.07  (feet)  COMP
 KX0800  MODELED GRAV-     980,055.0   (mgal)                       NAVD 88
 KX0800
 KX0800  VERT ORDER  -  SECOND    CLASS 0
 KX0800
 KX0800.The horizontal coordinates were scaled from a topographic map and have
 KX0800.an estimated accuracy of +/- 6 seconds.
 KX0800
 KX0800.The orthometric height was determined by differential leveling
 KX0800.and adjusted by the National Geodetic Survey in June 1991..
 KX0800
 KX0800.The geoid height was determined by GEOID03.
 KX0800
 KX0800.The dynamic height is computed by dividing the NAVD 88
 KX0800.geopotential number by the normal gravity value computed on the
 KX0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0800.degrees latitude (g = 980.6199 gals.).
 KX0800
 KX0800.The modeled gravity was interpolated from observed gravity values.
 KX0800
 KX0800;                    North         East    Units  Estimated Accuracy
 KX0800;SPC PA S     -   134,970.      501,720.      MT  (+/- 180 meters Scaled)
 KX0800
 KX0800                          SUPERSEDED SURVEY CONTROL
 KX0800
 KX0800  NGVD 29 (??/??/92)  531.440  (m)         1743.57   (f) ADJ UNCH    2 0
 KX0800
 KX0800.Superseded values are not recommended for survey control.
 KX0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0800.See file dsdata.txt to determine how the superseded data were derived.
 KX0800
 KX0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE769901(NAD 83)
 KX0800_MARKER: DD = SURVEY DISK
 KX0800_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0800_SP_SET: BRIDGE
 KX0800_STAMPING: B 319 1967
 KX0800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0800
 KX0800  HISTORY     - Date     Condition        Report By
 KX0800  HISTORY     - 1967     MONUMENTED       PADT
 KX0800  HISTORY     - 1967     GOOD             NGS
 KX0800
 KX0800                          STATION DESCRIPTION
 KX0800
 KX0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0800'1 MI E FROM STRONGSTOWN.
 KX0800'0.95 MILE EAST ALONG U.S. HIGHWAY 422 FROM ITS JUNCTION WITH
 KX0800'STATE HIGHWAY 403 IN STRONGSTOWN, SET IN THE TOP OF THE NORTHEAST
 KX0800'WINGWALL OF A BRIDGE, 21.7 FEET NORTH OF THE CENTERLINE OF THE
 KX0800'HIGHWAY, AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0541 ***********************************************************************
 LZ0541  DESIGNATION -  B 32
 LZ0541  PID         -  LZ0541
 LZ0541  STATE/COUNTY-  PA/BRADFORD
 LZ0541  USGS QUAD   -  CANTON (1970)
 LZ0541
 LZ0541                         *CURRENT SURVEY CONTROL
 LZ0541  ___________________________________________________________________
 LZ0541* NAD 83(1986)-  41 39 36.     (N)    076 51 18.     (W)     SCALED    
 LZ0541* NAVD 88     -       385.691  (meters)    1265.39   (feet)  ADJUSTED  
 LZ0541  ___________________________________________________________________
 LZ0541  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 LZ0541  DYNAMIC HT  -         385.519 (meters)    1264.82  (feet)  COMP
 LZ0541  MODELED GRAV-     980,166.7   (mgal)                       NAVD 88
 LZ0541
 LZ0541  VERT ORDER  -  SECOND    CLASS 0
 LZ0541
 LZ0541.The horizontal coordinates were scaled from a topographic map and have
 LZ0541.an estimated accuracy of +/- 6 seconds.
 LZ0541
 LZ0541.The orthometric height was determined by differential leveling
 LZ0541.and adjusted by the National Geodetic Survey in June 1991..
 LZ0541
 LZ0541.The geoid height was determined by GEOID03.
 LZ0541
 LZ0541.The dynamic height is computed by dividing the NAVD 88
 LZ0541.geopotential number by the normal gravity value computed on the
 LZ0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0541.degrees latitude (g = 980.6199 gals.).
 LZ0541
 LZ0541.The modeled gravity was interpolated from observed gravity values.
 LZ0541
 LZ0541;                    North         East    Units  Estimated Accuracy
 LZ0541;SPC PA N     -   166,230.      674,540.      MT  (+/- 180 meters Scaled)
 LZ0541
 LZ0541                          SUPERSEDED SURVEY CONTROL
 LZ0541
 LZ0541  NGVD 29 (??/??/92)  385.83   (m)         1265.8    (f) COMPUTED    2 0
 LZ0541
 LZ0541.Superseded values are not recommended for survey control.
 LZ0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0541.See file dsdata.txt to determine how the superseded data were derived.
 LZ0541
 LZ0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM455136(NAD 83)
 LZ0541_MARKER: DB = BENCH MARK DISK
 LZ0541_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0541_SP_SET: ABUTMENT
 LZ0541_STAMPING: B 32 1934
 LZ0541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0541
 LZ0541  HISTORY     - Date     Condition        Report By
 LZ0541  HISTORY     - 1934     MONUMENTED       CGS
 LZ0541
 LZ0541                          STATION DESCRIPTION
 LZ0541
 LZ0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0541'AT CANTON.
 LZ0541'IN CANTON ON HIGHWAY 14 AT HIGHWAY STATION 259 + 87 100 FEET
 LZ0541'SOUTHWEST OF SOUTHWEST CORNER OF CANTON STEAM MILLS IN 25 FOOT
 LZ0541'SPAN BRIDGE.  SOUTH ABUTMENT WEST SIDE.  16 FEET WEST OF
 LZ0541'CENTERLINE OF FINISHED GRADE.  1 FOOT BELOW TOP OF CENTERLINE OF
 LZ0541'FINISHED GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0542 ***********************************************************************
 LZ0542  DESIGNATION -  B 32 RESET 1949
 LZ0542  PID         -  LZ0542
 LZ0542  STATE/COUNTY-  PA/BRADFORD
 LZ0542  USGS QUAD   -  CANTON (1970)
 LZ0542
 LZ0542                         *CURRENT SURVEY CONTROL
 LZ0542  ___________________________________________________________________
 LZ0542* NAD 83(1986)-  41 39 36.     (N)    076 51 18.     (W)     SCALED    
 LZ0542* NAVD 88     -       386.345  (meters)    1267.53   (feet)  ADJUSTED  
 LZ0542  ___________________________________________________________________
 LZ0542  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 LZ0542  DYNAMIC HT  -         386.173 (meters)    1266.97  (feet)  COMP
 LZ0542  MODELED GRAV-     980,166.7   (mgal)                       NAVD 88
 LZ0542
 LZ0542  VERT ORDER  -  FIRST     CLASS II
 LZ0542
 LZ0542.The horizontal coordinates were scaled from a topographic map and have
 LZ0542.an estimated accuracy of +/- 6 seconds.
 LZ0542
 LZ0542.The orthometric height was determined by differential leveling
 LZ0542.and adjusted by the National Geodetic Survey in June 1991..
 LZ0542
 LZ0542.The geoid height was determined by GEOID03.
 LZ0542
 LZ0542.The dynamic height is computed by dividing the NAVD 88
 LZ0542.geopotential number by the normal gravity value computed on the
 LZ0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0542.degrees latitude (g = 980.6199 gals.).
 LZ0542
 LZ0542.The modeled gravity was interpolated from observed gravity values.
 LZ0542
 LZ0542;                    North         East    Units  Estimated Accuracy
 LZ0542;SPC PA N     -   166,230.      674,540.      MT  (+/- 180 meters Scaled)
 LZ0542
 LZ0542                          SUPERSEDED SURVEY CONTROL
 LZ0542
 LZ0542  NGVD 29 (??/??/??)  386.48   (m)         1268.0    (f) RESET       3  
 LZ0542
 LZ0542.Superseded values are not recommended for survey control.
 LZ0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0542.See file dsdata.txt to determine how the superseded data were derived.
 LZ0542
 LZ0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM455136(NAD 83)
 LZ0542_MARKER: DD = SURVEY DISK
 LZ0542_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0542_SP_SET: SIDEWALK
 LZ0542_STAMPING: B 32 RESET 1949
 LZ0542_MARK LOGO: CGS   
 LZ0542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0542
 LZ0542  HISTORY     - Date     Condition        Report By
 LZ0542  HISTORY     - 1949     MONUMENTED       PADH
 LZ0542  HISTORY     - 1983     GOOD             NGS
 LZ0542
 LZ0542                          STATION DESCRIPTION
 LZ0542
 LZ0542'DESCRIBED BY PA DEPT OF HIGHWAYS 1949
 LZ0542'AT CANTON.
 LZ0542'AT CANTON, BRADFORD COUNTY, ON STATE HIGHWAY 14, AT HIGHWAY
 LZ0542'STATION 259+87 (OLD) = 170+34 (NEW), 100 FEET SOUTHWEST OF THE
 LZ0542'SOUTHWEST CORNER OF THE CANTON STEAM MILLS, AT A 25-FOOT BRIDGE,
 LZ0542'16 FEET WEST OF THE CENTERLINE, AND IN THE TOP OF THE SIDEWALK.
 LZ0542'A STANDARD DISK, STAMPED B 32 RESET 1949.
 LZ0542
 LZ0542                          STATION RECOVERY (1983)
 LZ0542
 LZ0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LZ0542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0921 ***********************************************************************
 KX0921  DESIGNATION -  B 320
 KX0921  PID         -  KX0921
 KX0921  STATE/COUNTY-  PA/INDIANA
 KX0921  USGS QUAD   -  INDIANA (1981)
 KX0921
 KX0921                         *CURRENT SURVEY CONTROL
 KX0921  ___________________________________________________________________
 KX0921* NAD 83(1986)-  40 37 18.     (N)    079 12 31.     (W)     SCALED    
 KX0921* NAVD 88     -       403.759  (meters)    1324.67   (feet)  ADJUSTED  
 KX0921  ___________________________________________________________________
 KX0921  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KX0921  DYNAMIC HT  -         403.550 (meters)    1323.98  (feet)  COMP
 KX0921  MODELED GRAV-     980,095.2   (mgal)                       NAVD 88
 KX0921
 KX0921  VERT ORDER  -  SECOND    CLASS 0
 KX0921
 KX0921.The horizontal coordinates were scaled from a topographic map and have
 KX0921.an estimated accuracy of +/- 6 seconds.
 KX0921
 KX0921.The orthometric height was determined by differential leveling
 KX0921.and adjusted by the National Geodetic Survey in June 1991..
 KX0921
 KX0921.The geoid height was determined by GEOID03.
 KX0921
 KX0921.The dynamic height is computed by dividing the NAVD 88
 KX0921.geopotential number by the normal gravity value computed on the
 KX0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0921.degrees latitude (g = 980.6199 gals.).
 KX0921
 KX0921.The modeled gravity was interpolated from observed gravity values.
 KX0921
 KX0921;                    North         East    Units  Estimated Accuracy
 KX0921;SPC PA S     -   144,070.      476,590.      MT  (+/- 180 meters Scaled)
 KX0921
 KX0921                          SUPERSEDED SURVEY CONTROL
 KX0921
 KX0921  NGVD 29 (??/??/92)  403.937  (m)         1325.25   (f) ADJ UNCH    2 0
 KX0921
 KX0921.Superseded values are not recommended for survey control.
 KX0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0921.See file dsdata.txt to determine how the superseded data were derived.
 KX0921
 KX0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE515983(NAD 83)
 KX0921_MARKER: DB = BENCH MARK DISK
 KX0921_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0921_SP_SET: CULVERT
 KX0921_STAMPING: B 320 1967
 KX0921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0921
 KX0921  HISTORY     - Date     Condition        Report By
 KX0921  HISTORY     - 1967     MONUMENTED       CGS
 KX0921  HISTORY     - 20050901 MARK NOT FOUND   PADT
 KX0921
 KX0921                          STATION DESCRIPTION
 KX0921
 KX0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0921'2.9 MI W FROM INDIANA.
 KX0921'2.9 MILES WEST ALONG U.S. HIGHWAY 422 FROM THE COURTHOUSE IN
 KX0921'INDIANA, SET IN THE TOP OF AN L SHAPED CULVERT, 24 FEET
 KX0921'NORTH-NORTHEAST OF CENTERLINE OF HIGHWAY, 36 FEET WEST-SOUTHWEST
 KX0921'OF TELEPHONE POLE NO. 835-1, 43 FEET WEST OF DRIVEWAY LEADING
 KX0921'TO A RED FRAME HOUSE, 4 FEET NORTHWEST OF A METAL WITNESS POST,
 KX0921'AND IS ABOUT LEVEL WITH THE HIGHWAY.
 KX0921
 KX0921                          STATION RECOVERY (2005)
 KX0921
 KX0921'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 KX0921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1636 ***********************************************************************
 KX1636  DESIGNATION -  B 321
 KX1636  PID         -  KX1636
 KX1636  STATE/COUNTY-  PA/BUTLER
 KX1636  USGS QUAD   -  WORTHINGTON (1993)
 KX1636
 KX1636                         *CURRENT SURVEY CONTROL
 KX1636  ___________________________________________________________________
 KX1636* NAD 83(1986)-  40 50 54.     (N)    079 42 17.     (W)     SCALED    
 KX1636* NAVD 88     -       433.645  (meters)    1422.72   (feet)  ADJUSTED  
 KX1636  ___________________________________________________________________
 KX1636  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 KX1636  DYNAMIC HT  -         433.428 (meters)    1422.01  (feet)  COMP
 KX1636  MODELED GRAV-     980,109.4   (mgal)                       NAVD 88
 KX1636
 KX1636  VERT ORDER  -  FIRST     CLASS II
 KX1636
 KX1636.The horizontal coordinates were scaled from a topographic map and have
 KX1636.an estimated accuracy of +/- 6 seconds.
 KX1636
 KX1636.The orthometric height was determined by differential leveling
 KX1636.and adjusted by the National Geodetic Survey in June 1991..
 KX1636
 KX1636.The geoid height was determined by GEOID03.
 KX1636
 KX1636.The dynamic height is computed by dividing the NAVD 88
 KX1636.geopotential number by the normal gravity value computed on the
 KX1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1636.degrees latitude (g = 980.6199 gals.).
 KX1636
 KX1636.The modeled gravity was interpolated from observed gravity values.
 KX1636
 KX1636;                    North         East    Units  Estimated Accuracy
 KX1636;SPC PA S     -   170,050.      435,180.      MT  (+/- 180 meters Scaled)
 KX1636
 KX1636                          SUPERSEDED SURVEY CONTROL
 KX1636
 KX1636  NGVD 29 (06/03/92)  433.802  (m)         1423.23   (f) ADJUSTED    1 2
 KX1636
 KX1636.Superseded values are not recommended for survey control.
 KX1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1636.See file dsdata.txt to determine how the superseded data were derived.
 KX1636
 KX1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF091227(NAD 83)
 KX1636_MARKER: DB = BENCH MARK DISK
 KX1636_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1636_SP_SET: CATCH BASIN
 KX1636_STAMPING: B 321 1967
 KX1636_MARK LOGO: CGS   
 KX1636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1636
 KX1636  HISTORY     - Date     Condition        Report By
 KX1636  HISTORY     - 1967     MONUMENTED       CGS
 KX1636  HISTORY     - 1983     GOOD             NGS
 KX1636
 KX1636                          STATION DESCRIPTION
 KX1636
 KX1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX1636'4 MI W FROM WORTHINGTON.
 KX1636'3.95 MILES WEST ALONG U.S. HIGHWAY 422 FROM ITS JUNCTION WITH
 KX1636'STATE HIGHWAY 228 SET IN THE TOP OF THE APPROX CENTER OF A CATCH
 KX1636'BASIN, 23.5 FEET NORTH OF CENTERLINE OF WEST BOUND LANE OF
 KX1636'HIGHWAY, 164 FEET WEST OF A SIDE ROAD LEADING NORTH, 132 FEET
 KX1636'NORTHWEST OF TELEPHONE POLE NO. 2, AND IS ABOUT LEVEL WITH THE
 KX1636'HIGHWAY.
 KX1636
 KX1636                          STATION RECOVERY (1983)
 KX1636
 KX1636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0157 ***********************************************************************
 KY0157  DESIGNATION -  B 322
 KY0157  PID         -  KY0157
 KY0157  STATE/COUNTY-  PA/BUTLER
 KY0157  USGS QUAD   -  PROSPECT (1977)
 KY0157
 KY0157                         *CURRENT SURVEY CONTROL
 KY0157  ___________________________________________________________________
 KY0157* NAD 83(1986)-  40 55 46.     (N)    080 05 24.     (W)     SCALED    
 KY0157* NAVD 88     -       358.800  (meters)    1177.16   (feet)  ADJUSTED  
 KY0157  ___________________________________________________________________
 KY0157  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KY0157  DYNAMIC HT  -         358.621 (meters)    1176.58  (feet)  COMP
 KY0157  MODELED GRAV-     980,115.2   (mgal)                       NAVD 88
 KY0157
 KY0157  VERT ORDER  -  SECOND    CLASS 0
 KY0157
 KY0157.The horizontal coordinates were scaled from a topographic map and have
 KY0157.an estimated accuracy of +/- 6 seconds.
 KY0157
 KY0157.The orthometric height was determined by differential leveling
 KY0157.and adjusted by the National Geodetic Survey in June 1991..
 KY0157
 KY0157.The geoid height was determined by GEOID03.
 KY0157
 KY0157.The dynamic height is computed by dividing the NAVD 88
 KY0157.geopotential number by the normal gravity value computed on the
 KY0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0157.degrees latitude (g = 980.6199 gals.).
 KY0157
 KY0157.The modeled gravity was interpolated from observed gravity values.
 KY0157
 KY0157;                    North         East    Units  Estimated Accuracy
 KY0157;SPC PA S     -   179,840.      402,940.      MT  (+/- 180 meters Scaled)
 KY0157
 KY0157                          SUPERSEDED SURVEY CONTROL
 KY0157
 KY0157  NGVD 29 (??/??/92)  358.931  (m)         1177.59   (f) ADJ UNCH    2 0
 KY0157
 KY0157.Superseded values are not recommended for survey control.
 KY0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0157.See file dsdata.txt to determine how the superseded data were derived.
 KY0157
 KY0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF766313(NAD 83)
 KY0157_MARKER: DD = SURVEY DISK
 KY0157_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0157_SP_SET: BRIDGE
 KY0157_STAMPING: B 322 1967
 KY0157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0157
 KY0157  HISTORY     - Date     Condition        Report By
 KY0157  HISTORY     - 1967     MONUMENTED       PADT
 KY0157  HISTORY     - 1967     GOOD             NGS
 KY0157
 KY0157                          STATION DESCRIPTION
 KY0157
 KY0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KY0157'6.3 MI W FROM MT CHESTNUT.
 KY0157'ABOUT 6.3 MILES WEST ALONG U.S. HIGHWAY 422 FROM THE MAIN
 KY0157'CROSSROAD IN MT CHESTNUT, SET IN THE TOP OF THE SOUTHWEST
 KY0157'WINGWALL OF A BRIDGE, 27 FEET WEST OF THE APPROXIMATE CENTER OF
 KY0157'HIGHWAY, AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1387 ***********************************************************************
 MA1387  DESIGNATION -  B 323
 MA1387  PID         -  MA1387
 MA1387  STATE/COUNTY-  PA/CLARION
 MA1387  USGS QUAD   -  KOSSUTH (1972)
 MA1387
 MA1387                         *CURRENT SURVEY CONTROL
 MA1387  ___________________________________________________________________
 MA1387* NAD 83(1986)-  41 17 12.     (N)    079 34 42.     (W)     SCALED    
 MA1387* NAVD 88     -       472.536  (meters)    1550.31   (feet)  ADJUSTED  
 MA1387  ___________________________________________________________________
 MA1387  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 MA1387  DYNAMIC HT  -         472.316 (meters)    1549.59  (feet)  COMP
 MA1387  MODELED GRAV-     980,144.8   (mgal)                       NAVD 88
 MA1387
 MA1387  VERT ORDER  -  SECOND    CLASS 0
 MA1387
 MA1387.The horizontal coordinates were scaled from a topographic map and have
 MA1387.an estimated accuracy of +/- 6 seconds.
 MA1387
 MA1387.The orthometric height was determined by differential leveling
 MA1387.and adjusted by the National Geodetic Survey in June 1991..
 MA1387
 MA1387.The geoid height was determined by GEOID03.
 MA1387
 MA1387.The dynamic height is computed by dividing the NAVD 88
 MA1387.geopotential number by the normal gravity value computed on the
 MA1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1387.degrees latitude (g = 980.6199 gals.).
 MA1387
 MA1387.The modeled gravity was interpolated from observed gravity values.
 MA1387
 MA1387;                    North         East    Units  Estimated Accuracy
 MA1387;SPC PA N     -   126,000.      446,860.      MT  (+/- 180 meters Scaled)
 MA1387
 MA1387                          SUPERSEDED SURVEY CONTROL
 MA1387
 MA1387  NGVD 29 (??/??/92)  472.697  (m)         1550.84   (f) ADJ UNCH    2 0
 MA1387
 MA1387.Superseded values are not recommended for survey control.
 MA1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1387.See file dsdata.txt to determine how the superseded data were derived.
 MA1387
 MA1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF190715(NAD 83)
 MA1387_MARKER: DB = BENCH MARK DISK
 MA1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1387_STAMPING: B 323 1967
 MA1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1387+STABILITY: SURFACE MOTION
 MA1387
 MA1387  HISTORY     - Date     Condition        Report By
 MA1387  HISTORY     - 1967     MONUMENTED       CGS
 MA1387  HISTORY     - 20000105 GOOD             PADT
 MA1387
 MA1387                          STATION DESCRIPTION
 MA1387
 MA1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MA1387'6.5 MI NW FROM SHIPPENVILLE.
 MA1387'TO REACH FROM THE POST OFFICE IN SHIPPENVILLE GO NORTHWEST ALONG
 MA1387'U.S. HIGHWAY 322 TO THE MARK SET IN TOP OF A CONCRETE POST
 MA1387'PROJECTING 4 INCHES, 24.0 FEET NORTHEAST OF THE CENTERLINE OF
 MA1387'U.S. HIGHWAY 322, APPROX 73 YARDS SOUTHEAST OF A PAVED DRIVEWAY
 MA1387'LEADING TO A BRICK HOUSE AND GARAGE COMBINED, 3.4 FEET WEST OF
 MA1387'A 12 INCH OAK TREE, 2.0 FEET SOUTHWEST OF A METAL WITNESS POST
 MA1387'AND IS ABOUT LEVEL WITH THE HIGHWAY AND IS ON THE SOUTHWEST EDGE
 MA1387'OF A WOODED AREA.
 MA1387
 MA1387                          STATION RECOVERY (2000)
 MA1387
 MA1387'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (ADR)
 MA1387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1413 ***********************************************************************
 MA1413  DESIGNATION -  B 324
 MA1413  PID         -  MA1413
 MA1413  STATE/COUNTY-  PA/VENANGO
 MA1413  USGS QUAD   -  FRANKLIN (1972)
 MA1413
 MA1413                         *CURRENT SURVEY CONTROL
 MA1413  ___________________________________________________________________
 MA1413* NAD 83(1986)-  41 24 57.     (N)    079 51 47.     (W)     SCALED    
 MA1413* NAVD 88     -       306.487  (meters)    1005.53   (feet)  ADJUSTED  
 MA1413  ___________________________________________________________________
 MA1413  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 MA1413  DYNAMIC HT  -         306.353 (meters)    1005.09  (feet)  COMP
 MA1413  MODELED GRAV-     980,179.6   (mgal)                       NAVD 88
 MA1413
 MA1413  VERT ORDER  -  FIRST     CLASS II
 MA1413
 MA1413.The horizontal coordinates were scaled from a topographic map and have
 MA1413.an estimated accuracy of +/- 6 seconds.
 MA1413
 MA1413.The orthometric height was determined by differential leveling
 MA1413.and adjusted by the National Geodetic Survey in June 1991..
 MA1413
 MA1413.The geoid height was determined by GEOID03.
 MA1413
 MA1413.The dynamic height is computed by dividing the NAVD 88
 MA1413.geopotential number by the normal gravity value computed on the
 MA1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1413.degrees latitude (g = 980.6199 gals.).
 MA1413
 MA1413.The modeled gravity was interpolated from observed gravity values.
 MA1413
 MA1413;                    North         East    Units  Estimated Accuracy
 MA1413;SPC PA N     -   140,880.      423,370.      MT  (+/- 180 meters Scaled)
 MA1413
 MA1413                          SUPERSEDED SURVEY CONTROL
 MA1413
 MA1413  NGVD 29 (06/03/92)  306.641  (m)         1006.04   (f) ADJUSTED    1 2
 MA1413
 MA1413.Superseded values are not recommended for survey control.
 MA1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1413.See file dsdata.txt to determine how the superseded data were derived.
 MA1413
 MA1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF950855(NAD 83)
 MA1413_MARKER: DB = BENCH MARK DISK
 MA1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1413_STAMPING: B 324 1967
 MA1413_MARK LOGO: CGS   
 MA1413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1413+STABILITY: SURFACE MOTION
 MA1413
 MA1413  HISTORY     - Date     Condition        Report By
 MA1413  HISTORY     - 1967     MONUMENTED       CGS
 MA1413  HISTORY     - 1982     GOOD             NGS
 MA1413
 MA1413                          STATION DESCRIPTION
 MA1413
 MA1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MA1413'3.4 MI NW FROM FRANKLIN.
 MA1413'ABOUT 3.4 MILES NORTHWEST ALONG U.S. HIGHWAY 322 FROM THE
 MA1413'COURT HOUSE IN FRANKLIN, 35 FEET NORTH OF THE CENTERLINE OF A
 MA1413'MACADAM ROAD LEADING SOUTHWEST, 20 FEET SOUTH OF THE CENTERLINE
 MA1413'OF HIGHWAY, 34 FEET WEST OF A SIGN (VILLAGE SUGAR CREEK), 3.0
 MA1413'FEET NORTHWEST OF TELEPHONE POLE NO. 70, 2.0 FEET NORTHEAST OF
 MA1413'A METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE POST, FLUSH,
 MA1413'AND IS ABOUT LEVEL WITH THE HIGHWAY.
 MA1413
 MA1413                          STATION RECOVERY (1982)
 MA1413
 MA1413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MA1413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1827 ***********************************************************************
 KV1827  DESIGNATION -  B 325
 KV1827  PID         -  KV1827
 KV1827  STATE/COUNTY-  PA/PHILADELPHIA
 KV1827  USGS QUAD   -  GERMANTOWN (1997)
 KV1827
 KV1827                         *CURRENT SURVEY CONTROL
 KV1827  ___________________________________________________________________
 KV1827* NAD 83(1986)-  40 00 52.     (N)    075 12 13.     (W)     SCALED    
 KV1827* NAVD 88     -        31.032  (meters)     101.81   (feet)  ADJUSTED  
 KV1827  ___________________________________________________________________
 KV1827  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KV1827  DYNAMIC HT  -          31.018 (meters)     101.76  (feet)  COMP
 KV1827  MODELED GRAV-     980,166.7   (mgal)                       NAVD 88
 KV1827
 KV1827  VERT ORDER  -  FIRST     CLASS I
 KV1827
 KV1827.The horizontal coordinates were scaled from a topographic map and have
 KV1827.an estimated accuracy of +/- 6 seconds.
 KV1827
 KV1827.The orthometric height was determined by differential leveling
 KV1827.and adjusted by the National Geodetic Survey in June 1991..
 KV1827.WARNING-Repeat measurements at this control monument indicate possible
 KV1827.vertical movement.
 KV1827
 KV1827.The geoid height was determined by GEOID03.
 KV1827
 KV1827.The dynamic height is computed by dividing the NAVD 88
 KV1827.geopotential number by the normal gravity value computed on the
 KV1827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1827.degrees latitude (g = 980.6199 gals.).
 KV1827
 KV1827.The modeled gravity was interpolated from observed gravity values.
 KV1827
 KV1827;                    North         East    Units  Estimated Accuracy
 KV1827;SPC PA S     -    78,760.      817,370.      MT  (+/- 180 meters Scaled)
 KV1827
 KV1827                          SUPERSEDED SURVEY CONTROL
 KV1827
 KV1827  NGVD 29 (01/10/92)   31.362  (m)          102.89   (f) ADJUSTED    1 1
 KV1827
 KV1827.Superseded values are not recommended for survey control.
 KV1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1827.See file dsdata.txt to determine how the superseded data were derived.
 KV1827
 KV1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK826293(NAD 83)
 KV1827_MARKER: DB = BENCH MARK DISK
 KV1827_SETTING: 66 = SET IN ROCK OUTCROP
 KV1827_SP_SET: ROCK LEDGE
 KV1827_STAMPING: B 325 1966
 KV1827_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV1827+STABILITY: POSITION/ELEVATION WELL
 KV1827
 KV1827  HISTORY     - Date     Condition        Report By
 KV1827  HISTORY     - 1966     MONUMENTED       CGS
 KV1827  HISTORY     - 1974     GOOD             NGS
 KV1827
 KV1827                          STATION DESCRIPTION
 KV1827
 KV1827'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV1827'0.6 MI NW FROM EAST FALLS.
 KV1827'0.65 MILE NORTHWEST ALONG THE READING COMPANY RAILROAD FROM
 KV1827'THE STATION AT EAST FALLS, OR ABOUT 0.35 MILE SOUTHEAST ALONG
 KV1827'THE READING COMPANY RAILROAD FROM
 KV1827'THE STATION AT WISSAHICKON, ABOUT 0.1 MILE SOUTHEAST OF THE
 KV1827'SOUTHEAST END OF THE RAILROAD BRIDGE OVER WISSAHICKON CREEK
 KV1827'AND THE CROSSING OF THE RAILROAD AND U.S. HIGHWAY 309, 8 FEET
 KV1827'NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK, SET
 KV1827'IN THE TOP OF A ROCK LEDGE AT THE FOOT OF A SMALL ROCK CLIFF
 KV1827'ON THE NORTHEAST BANK OF A CUT, 15 FEET SOUTHWEST OF THE MORE
 KV1827'NORTHWESTERLY OF THE TWO NORTHEAST LEGS OF A METAL PYLON,
 KV1827'ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
 KV1827
 KV1827                          STATION RECOVERY (1974)
 KV1827
 KV1827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV1827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2213 ***********************************************************************
 KV2213  DESIGNATION -  B 326
 KV2213  PID         -  KV2213
 KV2213  STATE/COUNTY-  PA/MONTGOMERY
 KV2213  USGS QUAD   -  PHOENIXVILLE (1983)
 KV2213
 KV2213                         *CURRENT SURVEY CONTROL
 KV2213  ___________________________________________________________________
 KV2213* NAD 83(1986)-  40 12 27.     (N)    075 34 49.     (W)     SCALED    
 KV2213* NAVD 88     -        43.228  (meters)     141.82   (feet)  ADJUSTED  
 KV2213  ___________________________________________________________________
 KV2213  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 KV2213  DYNAMIC HT  -          43.206 (meters)     141.75  (feet)  COMP
 KV2213  MODELED GRAV-     980,124.0   (mgal)                       NAVD 88
 KV2213
 KV2213  VERT ORDER  -  FIRST     CLASS I
 KV2213
 KV2213.The horizontal coordinates were scaled from a topographic map and have
 KV2213.an estimated accuracy of +/- 6 seconds.
 KV2213
 KV2213.The orthometric height was determined by differential leveling
 KV2213.and adjusted by the National Geodetic Survey in June 1991..
 KV2213
 KV2213.The geoid height was determined by GEOID03.
 KV2213
 KV2213.The dynamic height is computed by dividing the NAVD 88
 KV2213.geopotential number by the normal gravity value computed on the
 KV2213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2213.degrees latitude (g = 980.6199 gals.).
 KV2213
 KV2213.The modeled gravity was interpolated from observed gravity values.
 KV2213
 KV2213;                    North         East    Units  Estimated Accuracy
 KV2213;SPC PA S     -    99,330.      784,690.      MT  (+/- 180 meters Scaled)
 KV2213
 KV2213                          SUPERSEDED SURVEY CONTROL
 KV2213
 KV2213  NGVD 29 (??/??/??)   43.509  (m)          142.75   (f) ADJUSTED    1 1
 KV2213
 KV2213.Superseded values are not recommended for survey control.
 KV2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2213.See file dsdata.txt to determine how the superseded data were derived.
 KV2213
 KV2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK506509(NAD 83)
 KV2213_MARKER: DB = BENCH MARK DISK
 KV2213_SETTING: 66 = SET IN ROCK OUTCROP
 KV2213_SP_SET: ROCK OUTCROP
 KV2213_STAMPING: B 326 1966
 KV2213_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV2213+STABILITY: POSITION/ELEVATION WELL
 KV2213
 KV2213  HISTORY     - Date     Condition        Report By
 KV2213  HISTORY     - 1966     MONUMENTED       CGS
 KV2213  HISTORY     - 19880517 MARK NOT FOUND   USPSQD
 KV2213  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV2213
 KV2213                          STATION DESCRIPTION
 KV2213
 KV2213'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2213'32 MI NW FROM ROYERSFORD.
 KV2213'ABOUT 3.2 MILES NORTHWEST ALONG THE READING COMPANY RAILROAD FROM
 KV2213'THE STATION AT ROYERSFORD, ABOUT 0.15 MILE NORTHWEST OF THE
 KV2213'LONGVIEW ROAD OVERPASS, 3 POLES SOUTHEAST OF FRACTIONAL MILEPOST
 KV2213'35/10, 24 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 KV2213'SET OF MAIN LINE TRACKS, SET IN THE TOP OF A ROCK OUTCROP AT THE
 KV2213'FOOT OF A CUT, ABOUT LEVEL WITH THE TRACKS.
 KV2213
 KV2213                          STATION RECOVERY (1988)
 KV2213
 KV2213'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDC)
 KV2213'MARK NOT FOUND.
 KV2213
 KV2213                          STATION RECOVERY (1990)
 KV2213
 KV2213'RECOVERY NOTE BY US POWER SQUADRON 1990 (JDC)
 KV2213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2259 ***********************************************************************
 KV2259  DESIGNATION -  B 327
 KV2259  PID         -  KV2259
 KV2259  STATE/COUNTY-  PA/BERKS
 KV2259  USGS QUAD   -  READING (1983)
 KV2259
 KV2259                         *CURRENT SURVEY CONTROL
 KV2259  ___________________________________________________________________
 KV2259* NAD 83(1986)-  40 18 59.     (N)    075 54 26.     (W)     SCALED    
 KV2259* NAVD 88     -        76.857  (meters)     252.16   (feet)  ADJUSTED  
 KV2259  ___________________________________________________________________
 KV2259  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 KV2259  DYNAMIC HT  -          76.817 (meters)     252.02  (feet)  COMP
 KV2259  MODELED GRAV-     980,107.4   (mgal)                       NAVD 88
 KV2259
 KV2259  VERT ORDER  -  FIRST     CLASS I
 KV2259
 KV2259.The horizontal coordinates were scaled from a topographic map and have
 KV2259.an estimated accuracy of +/- 6 seconds.
 KV2259
 KV2259.The orthometric height was determined by differential leveling
 KV2259.and adjusted by the National Geodetic Survey in June 1991..
 KV2259
 KV2259.The geoid height was determined by GEOID03.
 KV2259
 KV2259.The dynamic height is computed by dividing the NAVD 88
 KV2259.geopotential number by the normal gravity value computed on the
 KV2259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2259.degrees latitude (g = 980.6199 gals.).
 KV2259
 KV2259.The modeled gravity was interpolated from observed gravity values.
 KV2259
 KV2259;                    North         East    Units  Estimated Accuracy
 KV2259;SPC PA S     -   110,790.      756,620.      MT  (+/- 180 meters Scaled)
 KV2259
 KV2259                          SUPERSEDED SURVEY CONTROL
 KV2259
 KV2259  NGVD 29 (??/??/??)   77.102  (m)          252.96   (f) ADJUSTED    1 1
 KV2259
 KV2259.Superseded values are not recommended for survey control.
 KV2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2259.See file dsdata.txt to determine how the superseded data were derived.
 KV2259
 KV2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK229632(NAD 83)
 KV2259_MARKER: DB = BENCH MARK DISK
 KV2259_SETTING: 66 = SET IN ROCK OUTCROP
 KV2259_SP_SET: ROCK LEDGE
 KV2259_STAMPING: B 327 1966
 KV2259_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV2259+STABILITY: POSITION/ELEVATION WELL
 KV2259
 KV2259  HISTORY     - Date     Condition        Report By
 KV2259  HISTORY     - 1966     MONUMENTED       CGS
 KV2259  HISTORY     - 1966     GOOD             CGS
 KV2259  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 KV2259
 KV2259                          STATION DESCRIPTION
 KV2259
 KV2259'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2259'2.1 MI SE FROM READING.
 KV2259'ABOUT 2.1 MILES SOUTHEAST ALONG THE READING COMPANY RAILROAD
 KV2259'FROM THE FRANKLIN STREET STATION AT READING, 130 FEET NORTHWEST
 KV2259'AND ACROSS THE TRACK FROM THE KLAPPERTHALL JUNCTION SIGN, 65
 KV2259'FEET NORTH AND ACROSS THE TRACK FROM FRACTIONAL MILEPOST 55/52,
 KV2259'6 FEET NORTH OF THE NORTH RAIL OF THE NORTH SET OF TRACKS, SET
 KV2259'IN THE TOP OF A SMALL ROCK LEDGE NEAR THE BASE OF A ROCK CLIFF,
 KV2259'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 KV2259
 KV2259                          STATION RECOVERY (1966)
 KV2259
 KV2259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KV2259'RECOVERED IN GOOD CONDITION.
 KV2259
 KV2259                          STATION RECOVERY (1991)
 KV2259
 KV2259'RECOVERY NOTE BY US POWER SQUADRON 1991 (HG)
 KV2259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0445 ***********************************************************************
 KW0445  DESIGNATION -  B 328 PADH
 KW0445  PID         -  KW0445
 KW0445  STATE/COUNTY-  PA/BERKS
 KW0445  USGS QUAD   -  SINKING SPRING (1987)
 KW0445
 KW0445                         *CURRENT SURVEY CONTROL
 KW0445  ___________________________________________________________________
 KW0445* NAD 83(1986)-  40 20 08.     (N)    076 06 31.     (W)     SCALED    
 KW0445* NAVD 88     -       130.739  (meters)     428.93   (feet)  ADJUSTED  
 KW0445  ___________________________________________________________________
 KW0445  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 KW0445  DYNAMIC HT  -         130.671 (meters)     428.71  (feet)  COMP
 KW0445  MODELED GRAV-     980,100.2   (mgal)                       NAVD 88
 KW0445
 KW0445  VERT ORDER  -  FIRST     CLASS I
 KW0445
 KW0445.The horizontal coordinates were scaled from a topographic map and have
 KW0445.an estimated accuracy of +/- 6 seconds.
 KW0445
 KW0445.The orthometric height was determined by differential leveling
 KW0445.and adjusted by the National Geodetic Survey in June 1991..
 KW0445
 KW0445.The geoid height was determined by GEOID03.
 KW0445
 KW0445.The dynamic height is computed by dividing the NAVD 88
 KW0445.geopotential number by the normal gravity value computed on the
 KW0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0445.degrees latitude (g = 980.6199 gals.).
 KW0445
 KW0445.The modeled gravity was interpolated from observed gravity values.
 KW0445
 KW0445;                    North         East    Units  Estimated Accuracy
 KW0445;SPC PA S     -   112,580.      739,460.      MT  (+/- 180 meters Scaled)
 KW0445
 KW0445                          SUPERSEDED SURVEY CONTROL
 KW0445
 KW0445  NGVD 29 (??/??/??)  130.960  (m)          429.66   (f) ADJUSTED    1 1
 KW0445
 KW0445.Superseded values are not recommended for survey control.
 KW0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0445.See file dsdata.txt to determine how the superseded data were derived.
 KW0445
 KW0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK058655(NAD 83)
 KW0445_MARKER: DD = SURVEY DISK
 KW0445_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0445_SP_SET: ABUTMENT
 KW0445_STAMPING: B 328 1966
 KW0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0445_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0445+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2005
 KW0445
 KW0445  HISTORY     - Date     Condition        Report By
 KW0445  HISTORY     - 1966     MONUMENTED       PADH
 KW0445  HISTORY     - 1966     GOOD             CGS
 KW0445  HISTORY     - 20020224 GOOD             USPSQD
 KW0445  HISTORY     - 20050410 GOOD             GEOCAC
 KW0445
 KW0445                          STATION DESCRIPTION
 KW0445
 KW0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0445'2 MI SE FROM ROBESONIA.
 KW0445'ABOUT 0.1 MILE SOUTHWEST ALONG ROBESON STREET FROM THE TRINITY
 KW0445'LUTHERAN CHURCH AT ROBESONIA, THENCE 1.85 MILES SOUTHEAST ALONG
 KW0445'THE READING COMPANY RAILROAD, 3 POLES EAST OF FRACTIONAL MILEPOST
 KW0445'9/40, 27 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH SET OF TRACKS,
 KW0445'SET IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT OF A
 KW0445'RAILROAD UNDERPASS FOR A ROAD THAT LEADS TO THE WERNERSVILLE
 KW0445'STATE HOSPITAL, 28 FEET EAST OF THE CENTER LINE OF THE ROAD,
 KW0445'ABOUT 26 FEET ABOVE THE LEVEL OF THE TRACKS, AND ABOUT 1 FOOT
 KW0445'ABOVE THE LEVEL OF THE ROAD.
 KW0445
 KW0445                          STATION RECOVERY (2002)
 KW0445
 KW0445'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW0445'GIVEN LAT AND LON IS A PT .15 MILE W OF THE ACTUAL LOC OF THE STATION
 KW0445'(BRIDGE.)
 KW0445
 KW0445                          STATION RECOVERY (2005)
 KW0445
 KW0445'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0445'NAD 83 - 40 20 03.8 (N) 76 06 22.2 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0477 ***********************************************************************
 KW0477  DESIGNATION -  B 329
 KW0477  PID         -  KW0477
 KW0477  STATE/COUNTY-  PA/LEBANON
 KW0477  USGS QUAD   -  LEBANON (1995)
 KW0477
 KW0477                         *CURRENT SURVEY CONTROL
 KW0477  ___________________________________________________________________
 KW0477* NAD 83(1986)-  40 20 34.     (N)    076 27 28.     (W)     SCALED    
 KW0477* NAVD 88     -       137.961  (meters)     452.63   (feet)  ADJUSTED  
 KW0477  ___________________________________________________________________
 KW0477  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 KW0477  DYNAMIC HT  -         137.889 (meters)     452.39  (feet)  COMP
 KW0477  MODELED GRAV-     980,101.3   (mgal)                       NAVD 88
 KW0477  OBS GRAVITY -     980,105.4   (mgal)                       GRAV_OBS
 KW0477
 KW0477  VERT ORDER  -  FIRST     CLASS I
 KW0477
 KW0477.The horizontal coordinates were scaled from a topographic map and have
 KW0477.an estimated accuracy of +/- 6 seconds.
 KW0477
 KW0477.The orthometric height was determined by differential leveling
 KW0477.and adjusted by the National Geodetic Survey in June 1991..
 KW0477
 KW0477.The geoid height was determined by GEOID03.
 KW0477
 KW0477.The dynamic height is computed by dividing the NAVD 88
 KW0477.geopotential number by the normal gravity value computed on the
 KW0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0477.degrees latitude (g = 980.6199 gals.).
 KW0477
 KW0477.The modeled gravity was interpolated from observed gravity values.
 KW0477.The observed gravity was obtained from relative gravimeter ties
 KW0477.to the IGSN71 gravity network.
 KW0477
 KW0477;                    North         East    Units  Estimated Accuracy
 KW0477;SPC PA S     -   112,890.      709,790.      MT  (+/- 180 meters Scaled)
 KW0477
 KW0477                          SUPERSEDED SURVEY CONTROL
 KW0477
 KW0477  NGVD 29 (??/??/??)  138.168  (m)          453.31   (f) ADJUSTED    1 1
 KW0477
 KW0477.Superseded values are not recommended for survey control.
 KW0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0477.See file dsdata.txt to determine how the superseded data were derived.
 KW0477
 KW0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK761668(NAD 83)
 KW0477_MARKER: DB = BENCH MARK DISK
 KW0477_SETTING: 66 = SET IN ROCK OUTCROP
 KW0477_SP_SET: ROCK OUTCROP
 KW0477_STAMPING: B 329 1966
 KW0477_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW0477+STABILITY: POSITION/ELEVATION WELL
 KW0477
 KW0477  HISTORY     - Date     Condition        Report By
 KW0477  HISTORY     - 1966     MONUMENTED       CGS
 KW0477  HISTORY     - 19950630 MARK NOT FOUND   USGS
 KW0477  HISTORY     - 20040410 MARK NOT FOUND   GEOCAC
 KW0477
 KW0477                          STATION DESCRIPTION
 KW0477
 KW0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0477'1.1 MI E FROM CLEONA.
 KW0477'ABOUT 0.1 MILE NORTH ALONG NORTH LINCOLN STREET FROM THE POST
 KW0477'OFFICE AT CLEONA, THENCE 1.0 MILE EAST ALONG THE READING COMPANY
 KW0477'RAILROAD, OR ABOUT 1.9 MILES WEST ALONG THE READING COMPANY RAILROAD
 KW0477'FROM THE STATION AT LEBANON, ABOUT 79 YARDS WEST OF THE CENTER
 KW0477'OF 25TH STREET, ABOUT 58 FEET SOUTH OF THE SOUTH RAIL OF THE
 KW0477'SOUTH TRACK, 25 1/2 FEET SOUTHWEST OF A TRACK ROAD, 21 FEET NORTH
 KW0477'OF THE FIRST POLE EAST OF FRACTIONAL MILEPOST 29-40, ABOUT 4
 KW0477'FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF 2- BY
 KW0477'4-FOOT GRANITE ROCK OUTCROP WHICH IS THE CENTER OF A SHALLOW
 KW0477'ABANDONED ROAD BED.
 KW0477
 KW0477                          STATION RECOVERY (1995)
 KW0477
 KW0477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (DH)
 KW0477'MARK NOT FOUND.
 KW0477
 KW0477                          STATION RECOVERY (2004)
 KW0477
 KW0477'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0061 ***********************************************************************
 MA0061  DESIGNATION -  B 33
 MA0061  PID         -  MA0061
 MA0061  STATE/COUNTY-  PA/MCKEAN
 MA0061  USGS QUAD   -  ROULETTE (1983)
 MA0061
 MA0061                         *CURRENT SURVEY CONTROL
 MA0061  ___________________________________________________________________
 MA0061* NAD 83(1986)-  41 47 31.     (N)    078 14 36.     (W)     SCALED    
 MA0061* NAVD 88     -       456.447  (meters)    1497.53   (feet)  ADJUSTED  
 MA0061  ___________________________________________________________________
 MA0061  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 MA0061  DYNAMIC HT  -         456.259 (meters)    1496.91  (feet)  COMP
 MA0061  MODELED GRAV-     980,197.1   (mgal)                       NAVD 88
 MA0061
 MA0061  VERT ORDER  -  SECOND    CLASS 0
 MA0061
 MA0061.The horizontal coordinates were scaled from a topographic map and have
 MA0061.an estimated accuracy of +/- 6 seconds.
 MA0061
 MA0061.The orthometric height was determined by differential leveling
 MA0061.and adjusted by the National Geodetic Survey in June 1991..
 MA0061.WARNING-Repeat measurements at this control monument indicate possible
 MA0061.vertical movement.
 MA0061
 MA0061.The geoid height was determined by GEOID03.
 MA0061
 MA0061.The dynamic height is computed by dividing the NAVD 88
 MA0061.geopotential number by the normal gravity value computed on the
 MA0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0061.degrees latitude (g = 980.6199 gals.).
 MA0061
 MA0061.The modeled gravity was interpolated from observed gravity values.
 MA0061
 MA0061;                    North         East    Units  Estimated Accuracy
 MA0061;SPC PA N     -   180,610.      559,000.      MT  (+/- 180 meters Scaled)
 MA0061
 MA0061                          SUPERSEDED SURVEY CONTROL
 MA0061
 MA0061  NGVD 29 (??/??/92)  456.588  (m)         1497.99   (f) ADJ UNCH    2 0
 MA0061
 MA0061.Superseded values are not recommended for survey control.
 MA0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0061.See file dsdata.txt to determine how the superseded data were derived.
 MA0061
 MA0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG290303(NAD 83)
 MA0061_MARKER: DB = BENCH MARK DISK
 MA0061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0061_SP_SET: BRIDGE
 MA0061_STAMPING: B 33 1934
 MA0061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0061
 MA0061  HISTORY     - Date     Condition        Report By
 MA0061  HISTORY     - 1934     MONUMENTED       CGS
 MA0061  HISTORY     - 1968     GOOD             NGS
 MA0061  HISTORY     - 20010925 MARK NOT FOUND   USPSQD
 MA0061
 MA0061                          STATION DESCRIPTION
 MA0061
 MA0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MA0061'2.5 MI E FROM PORT ALLEGANY.
 MA0061'2.5 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE IN
 MA0061'PORT ALLEGANY, SET IN THE TOP OF THE WEST END OF THE SOUTH
 MA0061'BANNISTER OF A HIGHWAY BRIDGE, 10 FEET SOUTH OF THE CENTERLINE
 MA0061'OF HIGHWAY AND IS ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 MA0061
 MA0061                          STATION RECOVERY (2001)
 MA0061
 MA0061'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA0061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0838 ***********************************************************************
 KW0838  DESIGNATION -  B 330
 KW0838  PID         -  KW0838
 KW0838  STATE/COUNTY-  PA/DAUPHIN
 KW0838  USGS QUAD   -  HARRISBURG EAST (1987)
 KW0838
 KW0838                         *CURRENT SURVEY CONTROL
 KW0838  ___________________________________________________________________
 KW0838* NAD 83(1986)-  40 15 50.     (N)    076 46 41.     (W)     SCALED    
 KW0838* NAVD 88     -       138.561  (meters)     454.60   (feet)  ADJUSTED  
 KW0838  ___________________________________________________________________
 KW0838  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 KW0838  DYNAMIC HT  -         138.490 (meters)     454.36  (feet)  COMP
 KW0838  MODELED GRAV-     980,116.8   (mgal)                       NAVD 88
 KW0838
 KW0838  VERT ORDER  -  FIRST     CLASS I
 KW0838
 KW0838.The horizontal coordinates were scaled from a topographic map and have
 KW0838.an estimated accuracy of +/- 6 seconds.
 KW0838
 KW0838.The orthometric height was determined by differential leveling
 KW0838.and adjusted by the National Geodetic Survey in June 1991..
 KW0838
 KW0838.The geoid height was determined by GEOID03.
 KW0838
 KW0838.The dynamic height is computed by dividing the NAVD 88
 KW0838.geopotential number by the normal gravity value computed on the
 KW0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0838.degrees latitude (g = 980.6199 gals.).
 KW0838
 KW0838.The modeled gravity was interpolated from observed gravity values.
 KW0838
 KW0838;                    North         East    Units  Estimated Accuracy
 KW0838;SPC PA S     -   103,780.      682,670.      MT  (+/- 180 meters Scaled)
 KW0838
 KW0838                          SUPERSEDED SURVEY CONTROL
 KW0838
 KW0838  NGVD 29 (??/??/??)  138.768  (m)          455.27   (f) ADJUSTED    1 1
 KW0838
 KW0838.Superseded values are not recommended for survey control.
 KW0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0838.See file dsdata.txt to determine how the superseded data were derived.
 KW0838
 KW0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK488585(NAD 83)
 KW0838_MARKER: DB = BENCH MARK DISK
 KW0838_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KW0838_SP_SET: 40 FEET
 KW0838_STAMPING: B 330 1966
 KW0838_PROJECTION: FLUSH
 KW0838_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW0838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW0838+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2004
 KW0838
 KW0838  HISTORY     - Date     Condition        Report By
 KW0838  HISTORY     - 1966     MONUMENTED       CGS
 KW0838  HISTORY     - 19980715 GOOD             STEWRT
 KW0838  HISTORY     - 20020606 MARK NOT FOUND   PADT
 KW0838  HISTORY     - 20040229 GOOD             GEOCAC
 KW0838
 KW0838                          STATION DESCRIPTION
 KW0838
 KW0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0838'3.4 MI W FROM HUMMELSTOWN.
 KW0838'ABOUT 3.4 MILES WEST ALONG THE READING COMPANY RAILROAD FROM THE
 KW0838'STATION AT HUMMELSTOWN, 45 FEET NORTHWEST OF THE NORTH END OF
 KW0838'THE WEST STEEL BANISTER OF THE 63RD STREET OVERPASS, 44 FEET
 KW0838'SOUTH OF THE CENTER LINE OF DERRY STREET, 38 FEET WEST OF THE
 KW0838'CENTER LINE OF 63RD STREET, 11 FEET NORTH OF THE MORE NORTHERLY OF
 KW0838'2 TELEPHONE POLES BRACED BY 2 GUY WIRES, ABOUT 1 1/2 FEET ABOVE
 KW0838'THE LEVEL OF DERRY STREET, AND ON THE TOP OF A 5/8-INCH COPPER
 KW0838'COATED ROD WHICH IS DRIVEN TO THE DEPTH OF 40 FEET AND IS ENCASED
 KW0838'IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 6-INCHES.
 KW0838
 KW0838                          STATION RECOVERY (1998)
 KW0838
 KW0838'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1998 (JMS)
 KW0838'NO CHANGE.
 KW0838
 KW0838                          STATION RECOVERY (2002)
 KW0838
 KW0838'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (LJM)
 KW0838'MARK NOT FOUND.
 KW0838
 KW0838                          STATION RECOVERY (2004)
 KW0838
 KW0838'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0838'PREVIOUSLY DESCRIBED AS NOT FOUND. MARK IS AS DESCRIBED, IN A PLASTIC
 KW0838'PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1694 ***********************************************************************
 KW1694  DESIGNATION -  B 331
 KW1694  PID         -  KW1694
 KW1694  STATE/COUNTY-  PA/JUNIATA
 KW1694  USGS QUAD   -  MILLERSTOWN (1978)
 KW1694
 KW1694                         *CURRENT SURVEY CONTROL
 KW1694  ___________________________________________________________________
 KW1694* NAD 83(1986)-  40 33 18.     (N)    077 13 34.     (W)     SCALED    
 KW1694* NAVD 88     -       129.558  (meters)     425.06   (feet)  ADJUSTED  
 KW1694  ___________________________________________________________________
 KW1694  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KW1694  DYNAMIC HT  -         129.497 (meters)     424.86  (feet)  COMP
 KW1694  MODELED GRAV-     980,154.9   (mgal)                       NAVD 88
 KW1694
 KW1694  VERT ORDER  -  FIRST     CLASS I
 KW1694
 KW1694.The horizontal coordinates were scaled from a topographic map and have
 KW1694.an estimated accuracy of +/- 6 seconds.
 KW1694
 KW1694.The orthometric height was determined by differential leveling
 KW1694.and adjusted by the National Geodetic Survey in June 1991..
 KW1694
 KW1694.The geoid height was determined by GEOID03.
 KW1694
 KW1694.The dynamic height is computed by dividing the NAVD 88
 KW1694.geopotential number by the normal gravity value computed on the
 KW1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1694.degrees latitude (g = 980.6199 gals.).
 KW1694
 KW1694.The modeled gravity was interpolated from observed gravity values.
 KW1694
 KW1694;                    North         East    Units  Estimated Accuracy
 KW1694;SPC PA S     -   135,780.      644,370.      MT  (+/- 180 meters Scaled)
 KW1694
 KW1694                          SUPERSEDED SURVEY CONTROL
 KW1694
 KW1694  NGVD 29 (??/??/??)  129.776  (m)          425.77   (f) ADJUSTED    1 1
 KW1694
 KW1694.Superseded values are not recommended for survey control.
 KW1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1694.See file dsdata.txt to determine how the superseded data were derived.
 KW1694
 KW1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK115917(NAD 83)
 KW1694_MARKER: DB = BENCH MARK DISK
 KW1694_SETTING: 66 = SET IN ROCK OUTCROP
 KW1694_SP_SET: ROCK OUTCROP
 KW1694_STAMPING: B 331 1966
 KW1694_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW1694+STABILITY: POSITION/ELEVATION WELL
 KW1694
 KW1694  HISTORY     - Date     Condition        Report By
 KW1694  HISTORY     - 1966     MONUMENTED       CGS
 KW1694
 KW1694                          STATION DESCRIPTION
 KW1694
 KW1694'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1694'0.8 MI NE FROM THOMPSONTOWN.
 KW1694'0.75 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1694'ABANDONED STATION AT THOMPSONTOWN, 0.25 MILE EAST OF MILEPOST
 KW1694'142, 90 1/2 FEET SOUTH-SOUTHWEST AND ACROSS THE TRACKS FROM AN
 KW1694'ELECTRIC SIGNAL CONTROL BOX, 14 FEET SOUTH OF THE SOUTH RAIL OF
 KW1694'THE SOUTH TRACK, SET IN THE TOP OF A LEDGE AT THE FOOT OF THE
 KW1694'NORTH SLOPE OF A ROCK OUTCROP, 83 FEET WEST OF A TELEPHONE POLE
 KW1694'WHICH BEARS A JUNCTION BOX, AND IN LINE WITH A ROW OF TELEPHONE
 KW1694'POLES, ABOUT LEVEL WITH THE TRACK AND ABOUT 1 1/2 FEET ABOVE THE
 KW1694'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0182 ***********************************************************************
 KX0182  DESIGNATION -  B 332
 KX0182  PID         -  KX0182
 KX0182  STATE/COUNTY-  PA/CLEARFIELD
 KX0182  USGS QUAD   -  GLEN RICHEY (1993)
 KX0182
 KX0182                         *CURRENT SURVEY CONTROL
 KX0182  ___________________________________________________________________
 KX0182* NAD 83(1986)-  40 59 20.     (N)    078 28 37.     (W)     SCALED    
 KX0182* NAVD 88     -       346.129  (meters)    1135.59   (feet)  ADJUSTED  
 KX0182  ___________________________________________________________________
 KX0182  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KX0182  DYNAMIC HT  -         345.962 (meters)    1135.04  (feet)  COMP
 KX0182  MODELED GRAV-     980,133.7   (mgal)                       NAVD 88
 KX0182
 KX0182  VERT ORDER  -  FIRST     CLASS I
 KX0182
 KX0182.The horizontal coordinates were scaled from a topographic map and have
 KX0182.an estimated accuracy of +/- 6 seconds.
 KX0182
 KX0182.The orthometric height was determined by differential leveling
 KX0182.and adjusted by the National Geodetic Survey in June 1991..
 KX0182
 KX0182.The geoid height was determined by GEOID03.
 KX0182
 KX0182.The dynamic height is computed by dividing the NAVD 88
 KX0182.geopotential number by the normal gravity value computed on the
 KX0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0182.degrees latitude (g = 980.6199 gals.).
 KX0182
 KX0182.The modeled gravity was interpolated from observed gravity values.
 KX0182
 KX0182;                    North         East    Units  Estimated Accuracy
 KX0182;SPC PA N     -    91,570.      538,830.      MT  (+/- 180 meters Scaled)
 KX0182
 KX0182                          SUPERSEDED SURVEY CONTROL
 KX0182
 KX0182  NGVD 29 (??/??/92)  346.293  (m)         1136.13   (f) ADJ UNCH    1 1
 KX0182
 KX0182.Superseded values are not recommended for survey control.
 KX0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0182.See file dsdata.txt to determine how the superseded data were derived.
 KX0182
 KX0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF122405(NAD 83)
 KX0182_MARKER: DB = BENCH MARK DISK
 KX0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0182_STAMPING: B 332 1966
 KX0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0182+STABILITY: SURFACE MOTION
 KX0182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KX0182+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2004
 KX0182
 KX0182  HISTORY     - Date     Condition        Report By
 KX0182  HISTORY     - 1966     MONUMENTED       CGS
 KX0182  HISTORY     - 1966     GOOD             PADT
 KX0182  HISTORY     - 20040225 GOOD             T3GLOB
 KX0182
 KX0182                          STATION DESCRIPTION
 KX0182
 KX0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0182'3.6 MI SW FROM CLEARFIELD.
 KX0182'ABOUT 0.25 MILE SOUTH ALONG SOUTH 2ND STREET FROM THE POST OFFICE
 KX0182'AT CLEARFIELD, THENCE 0.3 MILE WEST ALONG EAST MARKET STREET,
 KX0182'THENCE 3.1 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD,
 KX0182'OR ABOUT 2.85 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD
 KX0182'FROM THE STATION AT CURWENSVILLE, 2 1/2 TELEPHONE POLES WEST OF
 KX0182'MILEPOST 21/20, 25 FEET NORTH OF THE NORTH RAIL, 88 FEET SOUTHWEST
 KX0182'OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK BUILDING WHICH IS
 KX0182'NOW OCCUPIED BY THE WISE PROPANE GAS COMPANY, 27 FEET EAST-SOUTHEAST
 KX0182'OF A POWER POLE WHICH BEARS A LINE THAT CROSSES THE TRACK, 1.5
 KX0182'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 KX0182'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 KX0182'PROJECTING 3 INCHES.
 KX0182
 KX0182                          STATION RECOVERY (1966)
 KX0182
 KX0182'RECOVERY NOTE BY PA DEPT OF TRANSP 1966
 KX0182'RECOVERED IN GOOD CONDITION.
 KX0182
 KX0182                          STATION RECOVERY (2004)
 KX0182
 KX0182'RECOVERY NOTE BY T3 GLOBAL STRATEGIES 2004 (BAW)
 KX0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2184 ***********************************************************************
 KW2184  DESIGNATION -  B 333
 KW2184  PID         -  KW2184
 KW2184  STATE/COUNTY-  PA/HUNTINGDON
 KW2184  USGS QUAD   -  MOUNT UNION (1971)
 KW2184
 KW2184                         *CURRENT SURVEY CONTROL
 KW2184  ___________________________________________________________________
 KW2184* NAD 83(1986)-  40 23 33.     (N)    077 55 49.     (W)     SCALED    
 KW2184* NAVD 88     -       182.408  (meters)     598.45   (feet)  ADJUSTED  
 KW2184  ___________________________________________________________________
 KW2184  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KW2184  DYNAMIC HT  -         182.314 (meters)     598.14  (feet)  COMP
 KW2184  MODELED GRAV-     980,104.5   (mgal)                       NAVD 88
 KW2184
 KW2184  VERT ORDER  -  FIRST     CLASS I
 KW2184
 KW2184.The horizontal coordinates were scaled from a topographic map and have
 KW2184.an estimated accuracy of +/- 6 seconds.
 KW2184
 KW2184.The orthometric height was determined by differential leveling
 KW2184.and adjusted by the National Geodetic Survey in June 1991..
 KW2184
 KW2184.The geoid height was determined by GEOID03.
 KW2184
 KW2184.The dynamic height is computed by dividing the NAVD 88
 KW2184.geopotential number by the normal gravity value computed on the
 KW2184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2184.degrees latitude (g = 980.6199 gals.).
 KW2184
 KW2184.The modeled gravity was interpolated from observed gravity values.
 KW2184
 KW2184;                    North         East    Units  Estimated Accuracy
 KW2184;SPC PA S     -   117,620.      584,700.      MT  (+/- 180 meters Scaled)
 KW2184
 KW2184                          SUPERSEDED SURVEY CONTROL
 KW2184
 KW2184  NGVD 29 (??/??/??)  182.610  (m)          599.11   (f) ADJUSTED    1 1
 KW2184
 KW2184.Superseded values are not recommended for survey control.
 KW2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2184.See file dsdata.txt to determine how the superseded data were derived.
 KW2184
 KW2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK512754(NAD 83)
 KW2184_MARKER: DB = BENCH MARK DISK
 KW2184_SETTING: 66 = SET IN ROCK OUTCROP
 KW2184_SP_SET: ROCK CLIFF
 KW2184_STAMPING: B 333 1966
 KW2184_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW2184+STABILITY: POSITION/ELEVATION WELL
 KW2184
 KW2184  HISTORY     - Date     Condition        Report By
 KW2184  HISTORY     - 1966     MONUMENTED       CGS
 KW2184  HISTORY     - 1973     GOOD             NGS
 KW2184
 KW2184                          STATION DESCRIPTION
 KW2184
 KW2184'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2184'2.8 MI W FROM MOUNT UNION.
 KW2184'2.85 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW2184'STATION AT MOUNT UNION, 0.6 MILE EAST OF THE STATE HIGHWAY 655
 KW2184'UNDERPASS AT MAPLETON, 20 RAILS WEST OF MILEPOST 193, 12 FEET
 KW2184'SOUTH OF THE SOUTH RAIL OF THE SOUTH SET OF TRACKS, 2 FEET
 KW2184'WEST OF THE WEST EDGE OF A ROCK RETAINING WALL, SET VERTICALLY
 KW2184'IN THE NORTH FACE OF A ROCK CLIFF, AND ABOUT LEVEL WITH THE
 KW2184'TRACKS.
 KW2184
 KW2184                          STATION RECOVERY (1973)
 KW2184
 KW2184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KW2184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0104 ***********************************************************************
 KX0104  DESIGNATION -  B 334
 KX0104  PID         -  KX0104
 KX0104  STATE/COUNTY-  PA/CENTRE
 KX0104  USGS QUAD   -  TYRONE (1994)
 KX0104
 KX0104                         *CURRENT SURVEY CONTROL
 KX0104  ___________________________________________________________________
 KX0104* NAD 83(1986)-  40 44 37.     (N)    078 13 52.     (W)     SCALED    
 KX0104* NAVD 88     -       477.253  (meters)    1565.79   (feet)  ADJUSTED  
 KX0104  ___________________________________________________________________
 KX0104  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KX0104  DYNAMIC HT  -         477.002 (meters)    1564.96  (feet)  COMP
 KX0104  MODELED GRAV-     980,084.7   (mgal)                       NAVD 88
 KX0104
 KX0104  VERT ORDER  -  FIRST     CLASS I
 KX0104
 KX0104.The horizontal coordinates were scaled from a topographic map and have
 KX0104.an estimated accuracy of +/- 6 seconds.
 KX0104
 KX0104.The orthometric height was determined by differential leveling
 KX0104.and adjusted by the National Geodetic Survey in June 1991..
 KX0104
 KX0104.The geoid height was determined by GEOID03.
 KX0104
 KX0104.The dynamic height is computed by dividing the NAVD 88
 KX0104.geopotential number by the normal gravity value computed on the
 KX0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0104.degrees latitude (g = 980.6199 gals.).
 KX0104
 KX0104.The modeled gravity was interpolated from observed gravity values.
 KX0104
 KX0104;                    North         East    Units  Estimated Accuracy
 KX0104;SPC PA N     -    64,190.      559,360.      MT  (+/- 180 meters Scaled)
 KX0104
 KX0104                          SUPERSEDED SURVEY CONTROL
 KX0104
 KX0104  NGVD 29 (??/??/92)  477.411  (m)         1566.31   (f) ADJ UNCH    1 1
 KX0104
 KX0104.Superseded values are not recommended for survey control.
 KX0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0104.See file dsdata.txt to determine how the superseded data were derived.
 KX0104
 KX0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF337139(NAD 83)
 KX0104_MARKER: DB = BENCH MARK DISK
 KX0104_SETTING: 66 = SET IN ROCK OUTCROP
 KX0104_SP_SET: ROCK OUTCROP
 KX0104_STAMPING: B 334 1966
 KX0104_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX0104+STABILITY: POSITION/ELEVATION WELL
 KX0104
 KX0104  HISTORY     - Date     Condition        Report By
 KX0104  HISTORY     - 1966     MONUMENTED       CGS
 KX0104
 KX0104                          STATION DESCRIPTION
 KX0104
 KX0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0104'7.9 MI N FROM TYRONE.
 KX0104'ABOUT 7.9 MILES NORTH ALONG THE CLEARFIELD BRANCH OF THE
 KX0104'PENNSYLVANIA RAILROAD FROM THE STATION AT TYRONE, 0.1 MILE WEST
 KX0104'OF MILEPOST NUMBER 8, 100 YARDS WEST OF A HOUSE AT GARDNER, 77
 KX0104'FEET NORTH OF THE NORTH RAIL OF THE NORTH SET OF TRACKS, SET IN
 KX0104'THE TOP OF A ROCK OUTCROP WHICH PROJECTS ABOUT 3 FEET ABOVE THE
 KX0104'LEVEL OF THE GROUND ON THE EAST SIDE, 110 FEET NORTHEAST OF THE
 KX0104'CENTER OF THE CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 52
 KX0104'FEET NORTH OF THE RAILROAD RIGHT-OF-WAY FENCE, 2 1/2 FEET
 KX0104'NORTHEAST OF A 12-INCH OAK TREE WHICH BEARS A WITNESS SHIELD,
 KX0104'AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0345 ***********************************************************************
 MA0345  DESIGNATION -  B 335
 MA0345  PID         -  MA0345
 MA0345  STATE/COUNTY-  PA/CLEARFIELD
 MA0345  USGS QUAD   -  LUTHERSBURG (1986)
 MA0345
 MA0345                         *CURRENT SURVEY CONTROL
 MA0345  ___________________________________________________________________
 MA0345* NAD 83(1986)-  41 03 11.     (N)    078 39 14.     (W)     SCALED    
 MA0345* NAVD 88     -       513.913  (meters)    1686.06   (feet)  ADJUSTED  
 MA0345  ___________________________________________________________________
 MA0345  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 MA0345  DYNAMIC HT  -         513.653 (meters)    1685.21  (feet)  COMP
 MA0345  MODELED GRAV-     980,101.7   (mgal)                       NAVD 88
 MA0345
 MA0345  VERT ORDER  -  FIRST     CLASS I
 MA0345
 MA0345.The horizontal coordinates were scaled from a topographic map and have
 MA0345.an estimated accuracy of +/- 6 seconds.
 MA0345
 MA0345.The orthometric height was determined by differential leveling
 MA0345.and adjusted by the National Geodetic Survey in June 1991..
 MA0345
 MA0345.The geoid height was determined by GEOID03.
 MA0345
 MA0345.The dynamic height is computed by dividing the NAVD 88
 MA0345.geopotential number by the normal gravity value computed on the
 MA0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0345.degrees latitude (g = 980.6199 gals.).
 MA0345
 MA0345.The modeled gravity was interpolated from observed gravity values.
 MA0345
 MA0345;                    North         East    Units  Estimated Accuracy
 MA0345;SPC PA N     -    98,830.      524,020.      MT  (+/- 180 meters Scaled)
 MA0345
 MA0345                          SUPERSEDED SURVEY CONTROL
 MA0345
 MA0345  NGVD 29 (??/??/92)  514.060  (m)         1686.55   (f) ADJ UNCH    1 1
 MA0345
 MA0345.Superseded values are not recommended for survey control.
 MA0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0345.See file dsdata.txt to determine how the superseded data were derived.
 MA0345
 MA0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF971472(NAD 83)
 MA0345_MARKER: DB = BENCH MARK DISK
 MA0345_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MA0345_SP_SET: 29 1/2 FEET
 MA0345_STAMPING: B 335 1966
 MA0345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0345
 MA0345  HISTORY     - Date     Condition        Report By
 MA0345  HISTORY     - 1966     MONUMENTED       CGS
 MA0345  HISTORY     - 1967     GOOD             NGS
 MA0345
 MA0345                          STATION DESCRIPTION
 MA0345
 MA0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MA0345'7 MI NW FROM GRAMPIAN.
 MA0345'ABOUT 4.8 MILES NORTHWEST ALONG U.S. HIGHWAY 322 FROM THE POST
 MA0345'OFFICE AT GRAMPIAN, THENCE 2.0 MILES NORTH ALONG GRAVELED COUNTY
 MA0345'ROAD 17029, THENCE 0.25 MILE NORTHEAST ALONG AN ABANDONED
 MA0345'RAILROAD GRADE, OR ABOUT 10.8 MILES SOUTHEAST ALONG THE BALTIMORE
 MA0345'AND OHIO RAILROAD FROM THE UNION BANKING AND TRUST COMPANY
 MA0345'BUILDING WHICH WAS FORMERLY THE BALTIMORE AND OHIO RAILROAD
 MA0345'STATION AT DU BOIS, AT THE EAST END OF A SHARP CURVE IN THE
 MA0345'MAIN LINE OF THE RAILROAD, NORTH OF AND AT THE FOOT OF A STEEP,
 MA0345'TREE COVERED HILL, 80 FEET SOUTHWEST OF THE FIRST POLE EAST OF
 MA0345'MILEPOST 7/30, 92 1/2 FEET SOUTH OF THE SOUTH RAIL, 41 FEET EAST
 MA0345'OF A 5-FORKED MAPLE TREE, 32 FEET SOUTHEAST OF THE CENTER LINE
 MA0345'OF THE ABANDONED RAILROAD GRADE, 0.5 FOOT SOUTH OF A METAL
 MA0345'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND ON
 MA0345'THE TOP OF A 5/8-IN COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 MA0345'OF 29 1/2 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE WHICH
 MA0345'IS 2 INCHES BELOW THE SURFACE OF THE GROUND AND IS COVERED WITH
 MA0345'A RUBBER PLUG.
 MA0345
 MA0345                          STATION RECOVERY (1967)
 MA0345
 MA0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MA0345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0129 ***********************************************************************
 KX0129  DESIGNATION -  B 336
 KX0129  PID         -  KX0129
 KX0129  STATE/COUNTY-  PA/CENTRE
 KX0129  USGS QUAD   -  SANDY RIDGE (1994)
 KX0129
 KX0129                         *CURRENT SURVEY CONTROL
 KX0129  ___________________________________________________________________
 KX0129* NAD 83(1986)-  40 52 12.     (N)    078 14 33.     (W)     SCALED    
 KX0129* NAVD 88     -       443.090  (meters)    1453.70   (feet)  ADJUSTED  
 KX0129  ___________________________________________________________________
 KX0129  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KX0129  DYNAMIC HT  -         442.865 (meters)    1452.97  (feet)  COMP
 KX0129  MODELED GRAV-     980,101.2   (mgal)                       NAVD 88
 KX0129
 KX0129  VERT ORDER  -  FIRST     CLASS I
 KX0129
 KX0129.The horizontal coordinates were scaled from a topographic map and have
 KX0129.an estimated accuracy of +/- 6 seconds.
 KX0129
 KX0129.The orthometric height was determined by differential leveling
 KX0129.and adjusted by the National Geodetic Survey in June 1991..
 KX0129
 KX0129.The geoid height was determined by GEOID03.
 KX0129
 KX0129.The dynamic height is computed by dividing the NAVD 88
 KX0129.geopotential number by the normal gravity value computed on the
 KX0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0129.degrees latitude (g = 980.6199 gals.).
 KX0129
 KX0129.The modeled gravity was interpolated from observed gravity values.
 KX0129
 KX0129;                    North         East    Units  Estimated Accuracy
 KX0129;SPC PA N     -    78,230.      558,480.      MT  (+/- 180 meters Scaled)
 KX0129
 KX0129                          SUPERSEDED SURVEY CONTROL
 KX0129
 KX0129  NGVD 29 (??/??/92)  443.242  (m)         1454.20   (f) ADJ UNCH    1 1
 KX0129
 KX0129.Superseded values are not recommended for survey control.
 KX0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0129.See file dsdata.txt to determine how the superseded data were derived.
 KX0129
 KX0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF323279(NAD 83)
 KX0129_MARKER: DB = BENCH MARK DISK
 KX0129_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KX0129_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KX0129_STAMPING: B 336 1966
 KX0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0129
 KX0129  HISTORY     - Date     Condition        Report By
 KX0129  HISTORY     - 1966     MONUMENTED       CGS
 KX0129
 KX0129                          STATION DESCRIPTION
 KX0129
 KX0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0129'2.1 MI NE FROM OSCEOLA MILLS.
 KX0129'ABOUT 2.1 MILES NORTHEAST ALONG THE CLEARFIELD BRANCH OF THE
 KX0129'PENNSYLVANIA RAILROAD FROM THE FREIGHT STATION AT OSCEOLA MILLS,
 KX0129'OR ABOUT 2.55 MILES SOUTHWEST ALONG THE CLEARFIELD BRANCH OF THE
 KX0129'PENNSYLVANIA RAILROAD FROM THE FREIGHT STATION AT PHILIPSBURG, 0.1
 KX0129'MILE WEST OF MILEPOST NUMBER 22, NEAR THE EAST EDGE OF THE RUSTON
 KX0129'COAL MINING COMPANY, 13 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 KX0129'LINE TRACKS, AND WELDED ON THE TOP OF A 3-INCH BY 5-FOOT CAST
 KX0129'IRON PIPE WHICH PROJECTS 8 INCHES, 62 FEET NORTHEAST AND ACROSS
 KX0129'THE TRACKS FROM THE NORTHEAST LEG OF A COAL LOADING SHUTE, 43
 KX0129'FEET EAST OF A SWITCH STAND, 0.8 FEET NORTH OF A METAL WITNESS
 KX0129'POST, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0646 ***********************************************************************
 MA0646  DESIGNATION -  B 337
 MA0646  PID         -  MA0646
 MA0646  STATE/COUNTY-  PA/MCKEAN
 MA0646  USGS QUAD   -  BRADFORD (1983)
 MA0646
 MA0646                         *CURRENT SURVEY CONTROL
 MA0646  ___________________________________________________________________
 MA0646* NAD 83(1986)-  41 57 24.     (N)    078 39 05.     (W)     SCALED    
 MA0646* NAVD 88     -       440.918  (meters)    1446.58   (feet)  ADJUSTED  
 MA0646  ___________________________________________________________________
 MA0646  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 MA0646  DYNAMIC HT  -         440.740 (meters)    1445.99  (feet)  COMP
 MA0646  MODELED GRAV-     980,206.7   (mgal)                       NAVD 88
 MA0646
 MA0646  VERT ORDER  -  FIRST     CLASS I
 MA0646
 MA0646.The horizontal coordinates were scaled from a topographic map and have
 MA0646.an estimated accuracy of +/- 6 seconds.
 MA0646
 MA0646.The orthometric height was determined by differential leveling
 MA0646.and adjusted by the National Geodetic Survey in June 1991..
 MA0646
 MA0646.The geoid height was determined by GEOID03.
 MA0646
 MA0646.The dynamic height is computed by dividing the NAVD 88
 MA0646.geopotential number by the normal gravity value computed on the
 MA0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0646.degrees latitude (g = 980.6199 gals.).
 MA0646
 MA0646.The modeled gravity was interpolated from observed gravity values.
 MA0646
 MA0646;                    North         East    Units  Estimated Accuracy
 MA0646;SPC PA N     -   199,180.      525,270.      MT  (+/- 180 meters Scaled)
 MA0646
 MA0646                          SUPERSEDED SURVEY CONTROL
 MA0646
 MA0646  NGVD 29 (??/??/92)  441.063  (m)         1447.05   (f) ADJ UNCH    1 1
 MA0646
 MA0646.Superseded values are not recommended for survey control.
 MA0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0646.See file dsdata.txt to determine how the superseded data were derived.
 MA0646
 MA0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG946476(NAD 83)
 MA0646_MARKER: DB = BENCH MARK DISK
 MA0646_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0646_SP_SET: ABUTMENT
 MA0646_STAMPING: B 337 1966
 MA0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0646
 MA0646  HISTORY     - Date     Condition        Report By
 MA0646  HISTORY     - 1966     MONUMENTED       CGS
 MA0646  HISTORY     - 1967     GOOD             NGS
 MA0646  HISTORY     - 19991005 MARK NOT FOUND   USPSQD
 MA0646
 MA0646                          STATION DESCRIPTION
 MA0646
 MA0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0646'0.4 MI W FROM BRADFORD.
 MA0646'ABOUT 0.45 MILE WEST ALONG STATE HIGHWAY 346 FROM THE BALTIMORE
 MA0646'AND OHIO RAILROAD STATION AT BRADFORD, SET IN THE TOP OF THE
 MA0646'EAST END OF THE NORTH ABUTMENT OF THE HIGHWAY BRIDGE OVER WEST
 MA0646'BRANCH OF TUNUNGWANT CREEK, 30 FEET EAST OF THE CENTER LINE OF
 MA0646'THE HIGHWAY, WHICH IS MECHANIC STREET, AND ABOUT LEVEL WITH THE
 MA0646'HIGHWAY.
 MA0646
 MA0646                          STATION RECOVERY (1999)
 MA0646
 MA0646'RECOVERY NOTE BY US POWER SQUADRON 1999
 MA0646'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0381 ***********************************************************************
 MA0381  DESIGNATION -  B 338
 MA0381  PID         -  MA0381
 MA0381  STATE/COUNTY-  PA/JEFFERSON
 MA0381  USGS QUAD   -  FALLS CREEK (1994)
 MA0381
 MA0381                         *CURRENT SURVEY CONTROL
 MA0381  ___________________________________________________________________
 MA0381* NAD 83(1986)-  41 14 35.     (N)    078 47 18.     (W)     SCALED    
 MA0381* NAVD 88     -       439.823  (meters)    1442.99   (feet)  ADJUSTED  
 MA0381  ___________________________________________________________________
 MA0381  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 MA0381  DYNAMIC HT  -         439.622 (meters)    1442.33  (feet)  COMP
 MA0381  MODELED GRAV-     980,153.3   (mgal)                       NAVD 88
 MA0381
 MA0381  VERT ORDER  -  FIRST     CLASS I
 MA0381
 MA0381.The horizontal coordinates were scaled from a topographic map and have
 MA0381.an estimated accuracy of +/- 6 seconds.
 MA0381
 MA0381.The orthometric height was determined by differential leveling
 MA0381.and adjusted by the National Geodetic Survey in June 1991..
 MA0381
 MA0381.The geoid height was determined by GEOID03.
 MA0381
 MA0381.The dynamic height is computed by dividing the NAVD 88
 MA0381.geopotential number by the normal gravity value computed on the
 MA0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0381.degrees latitude (g = 980.6199 gals.).
 MA0381
 MA0381.The modeled gravity was interpolated from observed gravity values.
 MA0381
 MA0381;                    North         East    Units  Estimated Accuracy
 MA0381;SPC PA N     -   120,060.      512,970.      MT  (+/- 180 meters Scaled)
 MA0381
 MA0381                          SUPERSEDED SURVEY CONTROL
 MA0381
 MA0381  NGVD 29 (??/??/92)  439.971  (m)         1443.47   (f) ADJ UNCH    1 1
 MA0381
 MA0381.Superseded values are not recommended for survey control.
 MA0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0381.See file dsdata.txt to determine how the superseded data were derived.
 MA0381
 MA0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF853680(NAD 83)
 MA0381_MARKER: DB = BENCH MARK DISK
 MA0381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0381_SP_SET: CATCH BASIN
 MA0381_STAMPING: B 338 1966
 MA0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0381
 MA0381  HISTORY     - Date     Condition        Report By
 MA0381  HISTORY     - 1966     MONUMENTED       CGS
 MA0381  HISTORY     - 1967     GOOD             NGS
 MA0381
 MA0381                          STATION DESCRIPTION
 MA0381
 MA0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0381'0.7 MI SE FROM BROCKWAY.
 MA0381'ABOUT 0.7 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0381'FROM THE STATION AT BROCKWAY, 1 TELEPHONE POLE SOUTHEAST OF
 MA0381'MILEPOST 194/10, 93 FEET SOUTHEAST OF THE CENTER OF THE CROSSING
 MA0381'OF THE RAILROAD AND A PAVED ROAD, 36 FEET NORTHEAST OF THE
 MA0381'NORTHEAST RAIL OF THE NORTHEAST SET OF TRACKS, SET IN THE TOP
 MA0381'OF THE WEST CORNER OF A CONCRETE CATCH BASIN, 85 FEET SOUTHEAST
 MA0381'OF THE CENTER LINE OF THE PAVED ROAD, 27 FEET NORTHWEST OF THE
 MA0381'WEST CORNER OF A LOADING DOCK FOR GLASS PLANT 2, 15 FEET NORTHWEST
 MA0381'OF A FIRE HYDRANT, AND ABOUT 6 FEET BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0412 ***********************************************************************
 MA0412  DESIGNATION -  B 339
 MA0412  PID         -  MA0412
 MA0412  STATE/COUNTY-  PA/ELK
 MA0412  USGS QUAD   -  RIDGWAY (1988)
 MA0412
 MA0412                         *CURRENT SURVEY CONTROL
 MA0412  ___________________________________________________________________
 MA0412* NAD 83(1986)-  41 24 28.     (N)    078 44 56.     (W)     SCALED    
 MA0412* NAVD 88     -       437.938  (meters)    1436.80   (feet)  ADJUSTED  
 MA0412  ___________________________________________________________________
 MA0412  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 MA0412  DYNAMIC HT  -         437.746 (meters)    1436.17  (feet)  COMP
 MA0412  MODELED GRAV-     980,172.3   (mgal)                       NAVD 88
 MA0412
 MA0412  VERT ORDER  -  FIRST     CLASS I
 MA0412
 MA0412.The horizontal coordinates were scaled from a topographic map and have
 MA0412.an estimated accuracy of +/- 6 seconds.
 MA0412
 MA0412.The orthometric height was determined by differential leveling
 MA0412.and adjusted by the National Geodetic Survey in June 1991..
 MA0412
 MA0412.The geoid height was determined by GEOID03.
 MA0412
 MA0412.The dynamic height is computed by dividing the NAVD 88
 MA0412.geopotential number by the normal gravity value computed on the
 MA0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0412.degrees latitude (g = 980.6199 gals.).
 MA0412
 MA0412.The modeled gravity was interpolated from observed gravity values.
 MA0412
 MA0412;                    North         East    Units  Estimated Accuracy
 MA0412;SPC PA N     -   138,310.      516,480.      MT  (+/- 180 meters Scaled)
 MA0412
 MA0412                          SUPERSEDED SURVEY CONTROL
 MA0412
 MA0412  NGVD 29 (??/??/92)  438.098  (m)         1437.33   (f) ADJ UNCH    1 1
 MA0412
 MA0412.Superseded values are not recommended for survey control.
 MA0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0412.See file dsdata.txt to determine how the superseded data were derived.
 MA0412
 MA0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF881864(NAD 83)
 MA0412_MARKER: DB = BENCH MARK DISK
 MA0412_SETTING: 66 = SET IN ROCK OUTCROP
 MA0412_SP_SET: ROCK OUTCROP
 MA0412_STAMPING: B 339 1966
 MA0412_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA0412+STABILITY: POSITION/ELEVATION WELL
 MA0412_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MA0412+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2000
 MA0412
 MA0412  HISTORY     - Date     Condition        Report By
 MA0412  HISTORY     - 1966     MONUMENTED       CGS
 MA0412  HISTORY     - 1967     GOOD             NGS
 MA0412  HISTORY     - 20000222 GOOD             PADT
 MA0412  HISTORY     - 20050414 GOOD             USPSQD
 MA0412
 MA0412                          STATION DESCRIPTION
 MA0412
 MA0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0412'1.7 MI SW FROM RIDGWAY.
 MA0412'ABOUT 1.7 MILES SOUTHWEST ALONG STATE HIGHWAY 949 FROM THE
 MA0412'POST OFFICE AT RIDGWAY, 0.25 MILE NORTHEAST OF THE UNG-GAS LINE
 MA0412'CROSSING, 121 YARDS NORTHEAST OF A METAL BUILDING, 48 FEET NORTHWEST
 MA0412'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A ROCK
 MA0412'OUTCROP WHICH PROJECTS ABOUT 2 INCHES, 85 YARDS NORTHEAST OF
 MA0412'A POWER POLE, 84 FEET NORTHEAST OF AN 18-INCH OAK TREE, 14
 MA0412'FEET NORTH OF THE CENTER LINE OF A TRACK ROAD, 13 FEET NORTHEAST
 MA0412'OF GAS LINE MARKER 55, 10.7 FEET SOUTH OF A METAL WITNESS POST,
 MA0412'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK ROAD, AND ABOUT
 MA0412'LEVEL WITH THE HIGHWAY.
 MA0412
 MA0412                          STATION RECOVERY (2000)
 MA0412
 MA0412'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (GAC)
 MA0412'FOUND AS DESCRIBED
 MA0412
 MA0412                          STATION RECOVERY (2005)
 MA0412
 MA0412'RECOVERY NOTE BY US POWER SQUADRON 2005 (CH)
 MA0412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1433 ***********************************************************************
 LZ1433  DESIGNATION -  B 34
 LZ1433  PID         -  LZ1433
 LZ1433  STATE/COUNTY-  PA/POTTER
 LZ1433  USGS QUAD   -  HARRISON VALLEY (1969)
 LZ1433
 LZ1433                         *CURRENT SURVEY CONTROL
 LZ1433  ___________________________________________________________________
 LZ1433* NAD 83(1986)-  41 55 45.     (N)    077 37 42.     (W)     SCALED    
 LZ1433* NAVD 88     -       473.279  (meters)    1552.75   (feet)  ADJUSTED  
 LZ1433  ___________________________________________________________________
 LZ1433  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 LZ1433  DYNAMIC HT  -         473.088 (meters)    1552.12  (feet)  COMP
 LZ1433  MODELED GRAV-     980,204.2   (mgal)                       NAVD 88
 LZ1433
 LZ1433  VERT ORDER  -  SECOND    CLASS 0
 LZ1433
 LZ1433.The horizontal coordinates were scaled from a topographic map and have
 LZ1433.an estimated accuracy of +/- 6 seconds.
 LZ1433
 LZ1433.The orthometric height was determined by differential leveling
 LZ1433.and adjusted by the National Geodetic Survey in June 1991..
 LZ1433
 LZ1433.The geoid height was determined by GEOID03.
 LZ1433
 LZ1433.The dynamic height is computed by dividing the NAVD 88
 LZ1433.geopotential number by the normal gravity value computed on the
 LZ1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1433.degrees latitude (g = 980.6199 gals.).
 LZ1433
 LZ1433.The modeled gravity was interpolated from observed gravity values.
 LZ1433
 LZ1433;                    North         East    Units  Estimated Accuracy
 LZ1433;SPC PA N     -   195,740.      610,090.      MT  (+/- 180 meters Scaled)
 LZ1433
 LZ1433                          SUPERSEDED SURVEY CONTROL
 LZ1433
 LZ1433  NGVD 29 (??/??/92)  473.413  (m)         1553.19   (f) ADJ UNCH    2 0
 LZ1433
 LZ1433.Superseded values are not recommended for survey control.
 LZ1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1433.See file dsdata.txt to determine how the superseded data were derived.
 LZ1433
 LZ1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM820452(NAD 83)
 LZ1433_MARKER: DB = BENCH MARK DISK
 LZ1433_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1433_SP_SET: ABUTMENT
 LZ1433_STAMPING: B 34 1934
 LZ1433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1433
 LZ1433  HISTORY     - Date     Condition        Report By
 LZ1433  HISTORY     - 1934     MONUMENTED       CGS
 LZ1433
 LZ1433                          STATION DESCRIPTION
 LZ1433
 LZ1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1433'1.4 MI E FROM HARRISON VALLEY.
 LZ1433'1.4 MILES EAST ALONG STATE HIGHWAY 49 FROM HARRISON VALLEY,
 LZ1433'POTTER COUNTY, AT HIGHWAY STATION 1416+80, AT A 60-FOOT STEEL
 LZ1433'BRIDGE, IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT, 12
 LZ1433'FEET EAST OF THE CENTER LINE OF THE FINISHED HIGHWAY GRADE, AND
 LZ1433'LEVEL WITH THE CENTER LINE OF THE FINISHED HIGHWAY GRADE.  A
 LZ1433'STANDARD DISK, STAMPED B 34 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0422 ***********************************************************************
 MA0422  DESIGNATION -  B 340
 MA0422  PID         -  MA0422
 MA0422  STATE/COUNTY-  PA/ELK
 MA0422  USGS QUAD   -  PORTLAND MILLS (1969)
 MA0422
 MA0422                         *CURRENT SURVEY CONTROL
 MA0422  ___________________________________________________________________
 MA0422* NAD 83(1986)-  41 28 12.     (N)    078 46 13.     (W)     SCALED    
 MA0422* NAVD 88     -       529.647  (meters)    1737.68   (feet)  ADJUSTED  
 MA0422  ___________________________________________________________________
 MA0422  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 MA0422  DYNAMIC HT  -         529.413 (meters)    1736.92  (feet)  COMP
 MA0422  MODELED GRAV-     980,163.1   (mgal)                       NAVD 88
 MA0422
 MA0422  VERT ORDER  -  FIRST     CLASS I
 MA0422
 MA0422.The horizontal coordinates were scaled from a topographic map and have
 MA0422.an estimated accuracy of +/- 6 seconds.
 MA0422
 MA0422.The orthometric height was determined by differential leveling
 MA0422.and adjusted by the National Geodetic Survey in June 1991..
 MA0422
 MA0422.The geoid height was determined by GEOID03.
 MA0422
 MA0422.The dynamic height is computed by dividing the NAVD 88
 MA0422.geopotential number by the normal gravity value computed on the
 MA0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0422.degrees latitude (g = 980.6199 gals.).
 MA0422
 MA0422.The modeled gravity was interpolated from observed gravity values.
 MA0422
 MA0422;                    North         East    Units  Estimated Accuracy
 MA0422;SPC PA N     -   145,240.      514,780.      MT  (+/- 180 meters Scaled)
 MA0422
 MA0422                          SUPERSEDED SURVEY CONTROL
 MA0422
 MA0422  NGVD 29 (??/??/92)  529.801  (m)         1738.19   (f) ADJ UNCH    1 1
 MA0422
 MA0422.Superseded values are not recommended for survey control.
 MA0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0422.See file dsdata.txt to determine how the superseded data were derived.
 MA0422
 MA0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF861933(NAD 83)
 MA0422_MARKER: DB = BENCH MARK DISK
 MA0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0422_STAMPING: B 340 1966
 MA0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0422+STABILITY: SURFACE MOTION
 MA0422
 MA0422  HISTORY     - Date     Condition        Report By
 MA0422  HISTORY     - 1966     MONUMENTED       CGS
 MA0422  HISTORY     - 1967     GOOD             NGS
 MA0422
 MA0422                          STATION DESCRIPTION
 MA0422
 MA0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0422'4.4 MI NW FROM RIDGWAY.
 MA0422'ABOUT 0.1 MILE NORTHWEST ALONG SOUTH MILL AVENUE FROM THE POST
 MA0422'OFFICE AT RIDGWAY, THENCE 0.9 MILE WEST ALONG WEST MAIN STREET,
 MA0422'THENCE 3.35 MILES NORTHWEST ALONG COUNTY ROAD 24015, AT THE
 MA0422'KINGS AIRPORT, 261 FEET WEST OF THE CENTER LINE OF THE ROAD,
 MA0422'156 FEET WEST OF THE NORTHWEST CORNER OF A HOUSE, 78 FEET NORTH OF
 MA0422'A POWER POLE BEARING A TRANSFORMER, 80 FEET NORTH OF BENCH MARK
 MA0422'K 339 1966, 1.7 FEET NORTH OF THE NORTHWEST CORNER OF A HANGAR,
 MA0422'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0975 ***********************************************************************
 KX0975  DESIGNATION -  B 341
 KX0975  PID         -  KX0975
 KX0975  STATE/COUNTY-  PA/INDIANA
 KX0975  USGS QUAD   -  BOLIVAR (1993)
 KX0975
 KX0975                         *CURRENT SURVEY CONTROL
 KX0975  ___________________________________________________________________
 KX0975* NAD 83(1986)-  40 22 46.     (N)    079 07 37.     (W)     SCALED    
 KX0975* NAVD 88     -       320.889  (meters)    1052.78   (feet)  ADJUSTED  
 KX0975  ___________________________________________________________________
 KX0975  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KX0975  DYNAMIC HT  -         320.719 (meters)    1052.23  (feet)  COMP
 KX0975  MODELED GRAV-     980,086.4   (mgal)                       NAVD 88
 KX0975
 KX0975  VERT ORDER  -  FIRST     CLASS I
 KX0975
 KX0975.The horizontal coordinates were scaled from a topographic map and have
 KX0975.an estimated accuracy of +/- 6 seconds.
 KX0975
 KX0975.The orthometric height was determined by differential leveling
 KX0975.and adjusted by the National Geodetic Survey in June 1991..
 KX0975
 KX0975.The geoid height was determined by GEOID03.
 KX0975
 KX0975.The dynamic height is computed by dividing the NAVD 88
 KX0975.geopotential number by the normal gravity value computed on the
 KX0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0975.degrees latitude (g = 980.6199 gals.).
 KX0975
 KX0975.The modeled gravity was interpolated from observed gravity values.
 KX0975
 KX0975;                    North         East    Units  Estimated Accuracy
 KX0975;SPC PA S     -   117,070.      483,080.      MT  (+/- 180 meters Scaled)
 KX0975
 KX0975                          SUPERSEDED SURVEY CONTROL
 KX0975
 KX0975  NGVD 29 (??/??/92)  321.060  (m)         1053.34   (f) ADJ UNCH    1 1
 KX0975
 KX0975.Superseded values are not recommended for survey control.
 KX0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0975.See file dsdata.txt to determine how the superseded data were derived.
 KX0975
 KX0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE590715(NAD 83)
 KX0975_MARKER: DB = BENCH MARK DISK
 KX0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0975_STAMPING: B 341 1966
 KX0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0975+STABILITY: SURFACE MOTION
 KX0975
 KX0975  HISTORY     - Date     Condition        Report By
 KX0975  HISTORY     - 1966     MONUMENTED       CGS
 KX0975
 KX0975                          STATION DESCRIPTION
 KX0975
 KX0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0975'3.3 MI W FROM NEW FLORENCE.
 KX0975'3.3 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE RAILROAD
 KX0975'OVERPASS OVER LIGONIER STREET AT NEW FLORENCE, ABOUT 1.0 MILE SOUTH
 KX0975'OF A RAILROAD OVERPASS OVER A BLACKTOP AT LOCKPORT, ABOUT 0.1 MILE
 KX0975'(OR 10 1/2- 39 FOOT RAILS NORTH OF MILEPOST 292, 47.8 FEET WEST
 KX0975'OF THE WEST RAIL OF THE WEST ONE OF THREE MAIN LINE TRACKS, 3
 KX0975'FEET SOUTH OF THE 5TH TELEGRAPH POLE NORTH OF THE MILEPOST,
 KX0975'1.4 FEET NORTH OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE
 KX0975'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KX0975'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1032 ***********************************************************************
 KX1032  DESIGNATION -  B 342
 KX1032  PID         -  KX1032
 KX1032  STATE/COUNTY-  PA/WESTMORELAND
 KX1032  USGS QUAD   -  LATROBE (1993)
 KX1032
 KX1032                         *CURRENT SURVEY CONTROL
 KX1032  ___________________________________________________________________
 KX1032* NAD 83(1986)-  40 18 32.     (N)    079 26 54.     (W)     SCALED    
 KX1032* NAVD 88     -       355.050  (meters)    1164.86   (feet)  ADJUSTED  
 KX1032  ___________________________________________________________________
 KX1032  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KX1032  DYNAMIC HT  -         354.859 (meters)    1164.23  (feet)  COMP
 KX1032  MODELED GRAV-     980,078.5   (mgal)                       NAVD 88
 KX1032
 KX1032  VERT ORDER  -  FIRST     CLASS I
 KX1032
 KX1032.The horizontal coordinates were scaled from a topographic map and have
 KX1032.an estimated accuracy of +/- 6 seconds.
 KX1032
 KX1032.The orthometric height was determined by differential leveling
 KX1032.and adjusted by the National Geodetic Survey in June 1991..
 KX1032
 KX1032.The geoid height was determined by GEOID03.
 KX1032
 KX1032.The dynamic height is computed by dividing the NAVD 88
 KX1032.geopotential number by the normal gravity value computed on the
 KX1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1032.degrees latitude (g = 980.6199 gals.).
 KX1032
 KX1032.The modeled gravity was interpolated from observed gravity values.
 KX1032
 KX1032;                    North         East    Units  Estimated Accuracy
 KX1032;SPC PA S     -   109,710.      455,640.      MT  (+/- 180 meters Scaled)
 KX1032
 KX1032                          SUPERSEDED SURVEY CONTROL
 KX1032
 KX1032  NGVD 29 (??/??/92)  355.209  (m)         1165.38   (f) ADJ UNCH    1 1
 KX1032
 KX1032.Superseded values are not recommended for survey control.
 KX1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1032.See file dsdata.txt to determine how the superseded data were derived.
 KX1032
 KX1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE318631(NAD 83)
 KX1032_MARKER: DB = BENCH MARK DISK
 KX1032_SETTING: 66 = SET IN ROCK OUTCROP
 KX1032_SP_SET: ROCK LEDGE
 KX1032_STAMPING: B 342 1966
 KX1032_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX1032+STABILITY: POSITION/ELEVATION WELL
 KX1032
 KX1032  HISTORY     - Date     Condition        Report By
 KX1032  HISTORY     - 1966     MONUMENTED       CGS
 KX1032
 KX1032                          STATION DESCRIPTION
 KX1032
 KX1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX1032'5.6 MI E FROM GREENSBURG.
 KX1032'ABOUT 5.6 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1032'STATION AT GREENSBURG, ALSO ABOUT 4.1 MILES SOUTHWEST OF THE
 KX1032'STATION AT LATROBE, ABOUT 0.35 MILE WEST OF MILEPOST 316, ABOUT
 KX1032'16 RAILS EAST OF A 6 FOOT STONE BOX CULVERT, SET IN THE TOP OF A
 KX1032'FLAT ROCK LEDGE THAT IS ABOUT 25 FEET LONG 4 FEET WIDE AND 2
 KX1032'FEET HIGH AND IS AT THE BASE OF A CUT THAT IS ABOUT 0.3 MILE
 KX1032'LONG AND 50 FEET HIGH, 23.6 FEET NORTH OF THE NORTH RAIL OF THE
 KX1032'NORTH ONE OF FOUR TRACKS, 1.5 FEET SOUTHEAST OF A 2 1/2 FOOT
 KX1032'LENGTH OF A COPPER COATED ROD SET IN A DRILL HOLE IN THE SAME
 KX1032'LEDGE AND 2 FEET ABOVE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1262 ***********************************************************************
 KX1262  DESIGNATION -  B 343
 KX1262  PID         -  KX1262
 KX1262  STATE/COUNTY-  PA/ALLEGHENY
 KX1262  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1262
 KX1262                         *CURRENT SURVEY CONTROL
 KX1262  ___________________________________________________________________
 KX1262* NAD 83(1986)-  40 25 33.     (N)    079 57 14.     (W)     SCALED    
 KX1262* NAVD 88     -       231.722  (meters)     760.24   (feet)  ADJUSTED  
 KX1262  ___________________________________________________________________
 KX1262  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 KX1262  DYNAMIC HT  -         231.603 (meters)     759.85  (feet)  COMP
 KX1262  MODELED GRAV-     980,106.2   (mgal)                       NAVD 88
 KX1262
 KX1262  VERT ORDER  -  FIRST     CLASS I
 KX1262
 KX1262.The horizontal coordinates were scaled from a topographic map and have
 KX1262.an estimated accuracy of +/- 6 seconds.
 KX1262
 KX1262.The orthometric height was determined by differential leveling
 KX1262.and adjusted by the National Geodetic Survey in June 1991..
 KX1262
 KX1262.The geoid height was determined by GEOID03.
 KX1262
 KX1262.The dynamic height is computed by dividing the NAVD 88
 KX1262.geopotential number by the normal gravity value computed on the
 KX1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1262.degrees latitude (g = 980.6199 gals.).
 KX1262
 KX1262.The modeled gravity was interpolated from observed gravity values.
 KX1262
 KX1262;                    North         East    Units  Estimated Accuracy
 KX1262;SPC PA S     -   123,640.      413,000.      MT  (+/- 180 meters Scaled)
 KX1262
 KX1262                          SUPERSEDED SURVEY CONTROL
 KX1262
 KX1262  NGVD 29 (??/??/92)  231.890  (m)          760.79   (f) ADJ UNCH    1 1
 KX1262
 KX1262.Superseded values are not recommended for survey control.
 KX1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1262.See file dsdata.txt to determine how the superseded data were derived.
 KX1262
 KX1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE887755(NAD 83)
 KX1262_MARKER: DB = BENCH MARK DISK
 KX1262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1262_SP_SET: OVERPASS HEADWALL
 KX1262_STAMPING: B 343 1966
 KX1262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1262
 KX1262  HISTORY     - Date     Condition        Report By
 KX1262  HISTORY     - 1966     MONUMENTED       CGS
 KX1262
 KX1262                          STATION DESCRIPTION
 KX1262
 KX1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX1262'AT PITTSBURGH.
 KX1262'ABOUT 2.6 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD
 KX1262'FROM THE STATION AT PITTSBURGH, ABOUT 0.1 MILE NORTHWEST OF
 KX1262'THE RAILROAD OVERPASS OVER SECOND STREET, SET IN THE TOP OF THE
 KX1262'NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL TO THE RAILROAD
 KX1262'OVERPASS OVER SWINBURNE STREET, 18 FEET SOUTHWEST OF THE
 KX1262'SOUTHWEST RAIL OF THE EAST BOUND TRACK AND 1 FOOT ABOVE
 KX1262'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0025 ***********************************************************************
 KX0025  DESIGNATION -  B 344
 KX0025  PID         -  KX0025
 KX0025  STATE/COUNTY-  PA/BLAIR
 KX0025  USGS QUAD   -  TYRONE (1994)
 KX0025
 KX0025                         *CURRENT SURVEY CONTROL
 KX0025  ___________________________________________________________________
 KX0025* NAD 83(1986)-  40 39 57.     (N)    078 13 49.     (W)     SCALED    
 KX0025* NAVD 88     -       274.432  (meters)     900.37   (feet)  ADJUSTED  
 KX0025  ___________________________________________________________________
 KX0025  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KX0025  DYNAMIC HT  -         274.293 (meters)     899.91  (feet)  COMP
 KX0025  MODELED GRAV-     980,114.6   (mgal)                       NAVD 88
 KX0025
 KX0025  VERT ORDER  -  FIRST     CLASS I
 KX0025
 KX0025.The horizontal coordinates were scaled from a topographic map and have
 KX0025.an estimated accuracy of +/- 6 seconds.
 KX0025
 KX0025.The orthometric height was determined by differential leveling
 KX0025.and adjusted by the National Geodetic Survey in June 1991..
 KX0025
 KX0025.The geoid height was determined by GEOID03.
 KX0025
 KX0025.The dynamic height is computed by dividing the NAVD 88
 KX0025.geopotential number by the normal gravity value computed on the
 KX0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0025.degrees latitude (g = 980.6199 gals.).
 KX0025
 KX0025.The modeled gravity was interpolated from observed gravity values.
 KX0025
 KX0025;                    North         East    Units  Estimated Accuracy
 KX0025;SPC PA S     -   148,070.      559,390.      MT  (+/- 180 meters Scaled)
 KX0025
 KX0025                          SUPERSEDED SURVEY CONTROL
 KX0025
 KX0025  NGVD 29 (??/??/92)  274.607  (m)          900.94   (f) ADJ UNCH    1 1
 KX0025
 KX0025.Superseded values are not recommended for survey control.
 KX0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0025.See file dsdata.txt to determine how the superseded data were derived.
 KX0025
 KX0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF341053(NAD 83)
 KX0025_MARKER: DB = BENCH MARK DISK
 KX0025_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KX0025_SP_SET: 31 FEET
 KX0025_STAMPING: B 344 1966
 KX0025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0025
 KX0025  HISTORY     - Date     Condition        Report By
 KX0025  HISTORY     - 1966     MONUMENTED       CGS
 KX0025
 KX0025                          STATION DESCRIPTION
 KX0025
 KX0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0025'0.5 MI SE FROM TYRONE.
 KX0025'ABOUT 0.5 MILE SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX0025'THE STATION AT TYRONE, 227 FEET NORTHWEST OF THE CENTER OF THE
 KX0025'FIRST ROAD CROSSING SOUTHEAST OF THE STATION, 33 FEET SOUTHWEST
 KX0025'OF THE SOUTHWEST RAIL OF SOUTHWEST TRACK, 3 FEET SOUTHEAST OF THE
 KX0025'3RD TELEPHONE POLE NORTHWEST OF THE CROSSING, IN LINE WITH ROW
 KX0025'OF POLES, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 KX0025'LEVEL WITH THE TRACK, AND IS A DISK ON THE TOP OF A COPPER
 KX0025'COATED STEEL ROD PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 KX0025'GROUND AND PROTECTED BY A 6 INCH IRON PIPE WHICH PROJECTS 3 INCHES
 KX0025'ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL
 KX0025'AT A DEPTH OF 13 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0262 ***********************************************************************
 KX0262  DESIGNATION -  B 345
 KX0262  PID         -  KX0262
 KX0262  STATE/COUNTY-  PA/BLAIR
 KX0262  USGS QUAD   -  HOLLIDAYSBURG (1981)
 KX0262
 KX0262                         *CURRENT SURVEY CONTROL
 KX0262  ___________________________________________________________________
 KX0262* NAD 83(1986)-  40 28 55.     (N)    078 28 37.     (W)     SCALED    
 KX0262* NAVD 88     -       539.909  (meters)    1771.35   (feet)  ADJUSTED  
 KX0262  ___________________________________________________________________
 KX0262  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KX0262  DYNAMIC HT  -         539.607 (meters)    1770.36  (feet)  COMP
 KX0262  MODELED GRAV-     980,047.6   (mgal)                       NAVD 88
 KX0262
 KX0262  VERT ORDER  -  FIRST     CLASS I
 KX0262
 KX0262.The horizontal coordinates were scaled from a topographic map and have
 KX0262.an estimated accuracy of +/- 6 seconds.
 KX0262
 KX0262.The orthometric height was determined by differential leveling
 KX0262.and adjusted by the National Geodetic Survey in June 1991..
 KX0262
 KX0262.The geoid height was determined by GEOID03.
 KX0262
 KX0262.The dynamic height is computed by dividing the NAVD 88
 KX0262.geopotential number by the normal gravity value computed on the
 KX0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0262.degrees latitude (g = 980.6199 gals.).
 KX0262
 KX0262.The modeled gravity was interpolated from observed gravity values.
 KX0262
 KX0262;                    North         East    Units  Estimated Accuracy
 KX0262;SPC PA S     -   127,790.      538,370.      MT  (+/- 180 meters Scaled)
 KX0262
 KX0262                          SUPERSEDED SURVEY CONTROL
 KX0262
 KX0262  NGVD 29 (??/??/92)  540.047  (m)         1771.80   (f) ADJ UNCH    1 1
 KX0262
 KX0262.Superseded values are not recommended for survey control.
 KX0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0262.See file dsdata.txt to determine how the superseded data were derived.
 KX0262
 KX0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE138843(NAD 83)
 KX0262_MARKER: DB = BENCH MARK DISK
 KX0262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0262_SP_SET: CONTROL TOWER FOUNDATION
 KX0262_STAMPING: B 345 1966
 KX0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0262
 KX0262  HISTORY     - Date     Condition        Report By
 KX0262  HISTORY     - 1966     MONUMENTED       CGS
 KX0262
 KX0262                          STATION DESCRIPTION
 KX0262
 KX0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0262'7.1 MI SW FROM ALTOONA.
 KX0262'7.1 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0262'STATION AT ALTOONA, 0.5 MILE NORTH OF MILEPOST 244, SET
 KX0262'VERTICALLY IN THE EAST FACE OF THE CONCRETE FOUNDATION OF A
 KX0262'CONTROL TOWER, 19.4 FEET WEST OF THE WEST RAIL, 2.2 FEET SOUTH
 KX0262'OF THE NORTHEAST CORNER OF THE TOWER, 15.4 FEET SOUTH OF THE
 KX0262'NORTHEAST CORNER OF THE BUILDING AND 2 FEET ABOVE THE LEVEL OF
 KX0262'THE TRACK.  NOTE-- THE MARK MAY BE REACHED BY GOING 4.6 MILES
 KX0262'EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE JACKSON STREET
 KX0262'OVERPASS AT GALLITZIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0442 ***********************************************************************
 KX0442  DESIGNATION -  B 346
 KX0442  PID         -  KX0442
 KX0442  STATE/COUNTY-  PA/CAMBRIA
 KX0442  USGS QUAD   -  GEISTOWN (1993)
 KX0442
 KX0442                         *CURRENT SURVEY CONTROL
 KX0442  ___________________________________________________________________
 KX0442* NAD 83(1986)-  40 22 27.     (N)    078 45 24.     (W)     SCALED    
 KX0442* NAVD 88     -       469.516  (meters)    1540.40   (feet)  ADJUSTED  
 KX0442  ___________________________________________________________________
 KX0442  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KX0442  DYNAMIC HT  -         469.256 (meters)    1539.55  (feet)  COMP
 KX0442  MODELED GRAV-     980,055.9   (mgal)                       NAVD 88
 KX0442
 KX0442  VERT ORDER  -  FIRST     CLASS I
 KX0442
 KX0442.The horizontal coordinates were scaled from a topographic map and have
 KX0442.an estimated accuracy of +/- 6 seconds.
 KX0442
 KX0442.The orthometric height was determined by differential leveling
 KX0442.and adjusted by the National Geodetic Survey in June 1991..
 KX0442
 KX0442.The geoid height was determined by GEOID03.
 KX0442
 KX0442.The dynamic height is computed by dividing the NAVD 88
 KX0442.geopotential number by the normal gravity value computed on the
 KX0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0442.degrees latitude (g = 980.6199 gals.).
 KX0442
 KX0442.The modeled gravity was interpolated from observed gravity values.
 KX0442
 KX0442;                    North         East    Units  Estimated Accuracy
 KX0442;SPC PA S     -   116,060.      514,510.      MT  (+/- 180 meters Scaled)
 KX0442
 KX0442                          SUPERSEDED SURVEY CONTROL
 KX0442
 KX0442  NGVD 29 (??/??/92)  469.661  (m)         1540.88   (f) ADJ UNCH    1 1
 KX0442
 KX0442.Superseded values are not recommended for survey control.
 KX0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0442.See file dsdata.txt to determine how the superseded data were derived.
 KX0442
 KX0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE904717(NAD 83)
 KX0442_MARKER: DD = SURVEY DISK
 KX0442_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0442_SP_SET: BRIDGE
 KX0442_STAMPING: B 346
 KX0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0442
 KX0442  HISTORY     - Date     Condition        Report By
 KX0442  HISTORY     - UNK      MONUMENTED       PADT
 KX0442  HISTORY     - 1966     GOOD             NGS
 KX0442  HISTORY     - 1972     GOOD             NGS
 KX0442
 KX0442                          STATION DESCRIPTION
 KX0442
 KX0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0442'4.8 MI SW FROM PORTAGE.
 KX0442'ABOUT 4.8 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0442'STATE HIGHWAY 164 OVERPASS AT PORTAGE, AT SUMMERHILL, ABOUT 0.1
 KX0442'MILE NORTHEAST OF THE JUNCTION OF MAIN STREET AND STATE HIGHWAY 53
 KX0442'AT SUMMERHILL, SET ON THE TOP OF THE SOUTHEAST CONCRETE WING WALL
 KX0442'AT THE SOUTHWEST END OF A 105-FOOT BRIDGE OVER CONEMAUGH RIVER,
 KX0442'270 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 26 FEET SOUTHEAST OF THE
 KX0442'CENTER LINE OF HIGHWAY AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 KX0442
 KX0442                          STATION RECOVERY (1972)
 KX0442
 KX0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 KX0442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0028 ***********************************************************************
 KY0028  DESIGNATION -  B 347
 KY0028  PID         -  KY0028
 KY0028  STATE/COUNTY-  PA/BEAVER
 KY0028  USGS QUAD   -  BEAVER (1979)
 KY0028
 KY0028                         *CURRENT SURVEY CONTROL
 KY0028  ___________________________________________________________________
 KY0028* NAD 83(1986)-  40 39 19.     (N)    080 15 03.     (W)     SCALED    
 KY0028* NAVD 88     -       229.670  (meters)     753.51   (feet)  ADJUSTED  
 KY0028  ___________________________________________________________________
 KY0028  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KY0028  DYNAMIC HT  -         229.553 (meters)     753.13  (feet)  COMP
 KY0028  MODELED GRAV-     980,107.8   (mgal)                       NAVD 88
 KY0028
 KY0028  VERT ORDER  -  FIRST     CLASS I
 KY0028
 KY0028.The horizontal coordinates were scaled from a topographic map and have
 KY0028.an estimated accuracy of +/- 6 seconds.
 KY0028
 KY0028.The orthometric height was determined by differential leveling
 KY0028.and adjusted by the National Geodetic Survey in June 1991..
 KY0028
 KY0028.The geoid height was determined by GEOID03.
 KY0028
 KY0028.The dynamic height is computed by dividing the NAVD 88
 KY0028.geopotential number by the normal gravity value computed on the
 KY0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0028.degrees latitude (g = 980.6199 gals.).
 KY0028
 KY0028.The modeled gravity was interpolated from observed gravity values.
 KY0028
 KY0028;                    North         East    Units  Estimated Accuracy
 KY0028;SPC PA S     -   149,780.      388,540.      MT  (+/- 180 meters Scaled)
 KY0028
 KY0028                          SUPERSEDED SURVEY CONTROL
 KY0028
 KY0028  NGVD 29 (??/??/92)  229.792  (m)          753.91   (f) ADJ UNCH    1 1
 KY0028
 KY0028.Superseded values are not recommended for survey control.
 KY0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0028.See file dsdata.txt to determine how the superseded data were derived.
 KY0028
 KY0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF633007(NAD 83)
 KY0028_MARKER: DB = BENCH MARK DISK
 KY0028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0028_SP_SET: CONC BLOCK
 KY0028_STAMPING: B 347 1966
 KY0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0028
 KY0028  HISTORY     - Date     Condition        Report By
 KY0028  HISTORY     - 1966     MONUMENTED       CGS
 KY0028
 KY0028                          STATION DESCRIPTION
 KY0028
 KY0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KY0028'2.7 MI N FROM ALIQUIPPA.
 KY0028'ABOUT 2.7 MILES NORTH ALONG THE PITTSBURGH AND LAKE ERIE RAILROAD
 KY0028'FROM THE STATION AT ALIQUIPPA, ABOUT 0.3 MILE SOUTH OF MILEPOST
 KY0028'NO. P 22, SET IN THE TOP OF THE SOUTHEAST CORNER OF THE SOUTH ONE
 KY0028'OF TWO 3-FOOT-SQUARE BY 2-FOOT-HIGH CONCRETE BLOCKS THAT FORMERLY
 KY0028'SUPPORTED A SIGNAL BRIDGE, 7.2 FEET WEST OF THE WEST RAIL OF THE
 KY0028'WEST ONE OF 10 TRACKS AND 1 1/2 FEET ABOVE TRACK.  ALSO 2.7 MILES
 KY0028'SOUTH OF THE STATION AT MONACA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0200 ***********************************************************************
 MB0200  DESIGNATION -  B 348
 MB0200  PID         -  MB0200
 MB0200  STATE/COUNTY-  PA/CRAWFORD
 MB0200  USGS QUAD   -  COCHRANTON (1973)
 MB0200
 MB0200                         *CURRENT SURVEY CONTROL
 MB0200  ___________________________________________________________________
 MB0200* NAD 83(1986)-  41 36 19.     (N)    080 00 09.     (W)     SCALED    
 MB0200* NAVD 88     -       443.510  (meters)    1455.08   (feet)  ADJUSTED  
 MB0200  ___________________________________________________________________
 MB0200  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 MB0200  DYNAMIC HT  -         443.321 (meters)    1454.46  (feet)  COMP
 MB0200  MODELED GRAV-     980,183.8   (mgal)                       NAVD 88
 MB0200
 MB0200  VERT ORDER  -  SECOND    CLASS 0
 MB0200
 MB0200.The horizontal coordinates were scaled from a topographic map and have
 MB0200.an estimated accuracy of +/- 6 seconds.
 MB0200
 MB0200.The orthometric height was determined by differential leveling
 MB0200.and adjusted by the National Geodetic Survey in June 1991..
 MB0200
 MB0200.The geoid height was determined by GEOID03.
 MB0200
 MB0200.The dynamic height is computed by dividing the NAVD 88
 MB0200.geopotential number by the normal gravity value computed on the
 MB0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0200.degrees latitude (g = 980.6199 gals.).
 MB0200
 MB0200.The modeled gravity was interpolated from observed gravity values.
 MB0200
 MB0200;                    North         East    Units  Estimated Accuracy
 MB0200;SPC PA N     -   162,210.      412,260.      MT  (+/- 180 meters Scaled)
 MB0200
 MB0200                          SUPERSEDED SURVEY CONTROL
 MB0200
 MB0200  NGVD 29 (??/??/92)  443.680  (m)         1455.64   (f) ADJ UNCH    2 0
 MB0200
 MB0200.Superseded values are not recommended for survey control.
 MB0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0200.See file dsdata.txt to determine how the superseded data were derived.
 MB0200
 MB0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG831064(NAD 83)
 MB0200_MARKER: DB = BENCH MARK DISK
 MB0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0200_STAMPING: B 348 1967
 MB0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0200+STABILITY: SURFACE MOTION
 MB0200
 MB0200  HISTORY     - Date     Condition        Report By
 MB0200  HISTORY     - 1967     MONUMENTED       CGS
 MB0200
 MB0200                          STATION DESCRIPTION
 MB0200
 MB0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MB0200'8.4 MI E FROM MEADVILLE.
 MB0200'ABOUT 8.4 MILES EAST ALONG STATE HIGHWAY 27 FROM ITS JUNCTION
 MB0200'WITH STATE HIGHWAY 77 IN MEADVILLE, 19 FEET SOUTH OF THE CENTERLINE
 MB0200'OF HIGHWAY, 2.0 FEET WEST OF A METAL WITNESS SIGN, 2.0 FEET
 MB0200'EAST OF TELEPHONE POLE NO. 36, SET IN THE TOP OF A CONCRETE POST
 MB0200'PROJECTING 1-INCH AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1589 ***********************************************************************
 MA1589  DESIGNATION -  B 348 X
 MA1589  PID         -  MA1589
 MA1589  STATE/COUNTY-  PA/CRAWFORD
 MA1589  USGS QUAD   -  SUGAR LAKE (1969)
 MA1589
 MA1589                         *CURRENT SURVEY CONTROL
 MA1589  ___________________________________________________________________
 MA1589* NAD 83(1986)-  41 35 25.     (N)    079 54 21.     (W)     SCALED    
 MA1589* NAVD 88     -       483.216  (meters)    1585.35   (feet)  ADJUSTED  
 MA1589  ___________________________________________________________________
 MA1589  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 MA1589  DYNAMIC HT  -         483.013 (meters)    1584.69  (feet)  COMP
 MA1589  MODELED GRAV-     980,186.0   (mgal)                       NAVD 88
 MA1589
 MA1589  VERT ORDER  -  SECOND    CLASS 0
 MA1589
 MA1589.The horizontal coordinates were scaled from a topographic map and have
 MA1589.an estimated accuracy of +/- 6 seconds.
 MA1589
 MA1589.The orthometric height was determined by differential leveling
 MA1589.and adjusted by the National Geodetic Survey in June 1991..
 MA1589
 MA1589.The geoid height was determined by GEOID03.
 MA1589
 MA1589.The dynamic height is computed by dividing the NAVD 88
 MA1589.geopotential number by the normal gravity value computed on the
 MA1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1589.degrees latitude (g = 980.6199 gals.).
 MA1589
 MA1589.The modeled gravity was interpolated from observed gravity values.
 MA1589
 MA1589;                    North         East    Units  Estimated Accuracy
 MA1589;SPC PA N     -   160,340.      420,270.      MT  (+/- 180 meters Scaled)
 MA1589
 MA1589                          SUPERSEDED SURVEY CONTROL
 MA1589
 MA1589  NGVD 29 (??/??/92)  483.390  (m)         1585.92   (f) ADJ UNCH    2 0
 MA1589
 MA1589.Superseded values are not recommended for survey control.
 MA1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1589.See file dsdata.txt to determine how the superseded data were derived.
 MA1589
 MA1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG911048(NAD 83)
 MA1589_MARKER: DB = BENCH MARK DISK
 MA1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1589_STAMPING: B 348 X 1967
 MA1589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1589+STABILITY: SURFACE MOTION
 MA1589
 MA1589  HISTORY     - Date     Condition        Report By
 MA1589  HISTORY     - 1967     MONUMENTED       CGS
 MA1589
 MA1589                          STATION DESCRIPTION
 MA1589
 MA1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MA1589'13.7 MI E FROM MEADVILLE.
 MA1589'13.7 MILES EAST ALONG STATE HIGHWAY 27 FROM ITS JUNCTION WITH
 MA1589'STATE HIGHWAY 77 IN MEADVILLE, 14.4 MILES WEST OF TITUSVILLE, 41
 MA1589'FEET NORTHEAST OF A HEADSTONE WITH THE NAME OF HARVEY ENGRAVED,
 MA1589'31 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 11 FOOT SOUTHEAST OF
 MA1589'A 3-FOOT MAPLE TREE, 4.0 FEET NORTHWEST OF THE NORTH ONE OF A ROW
 MA1589'OF PINE TREES, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MA1589'2-INCHES AT THE NORTHEAST CORNER OF A CEMETERY AND IS ABOUT LEVEL
 MA1589'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1615 ***********************************************************************
 MA1615  DESIGNATION -  B 349
 MA1615  PID         -  MA1615
 MA1615  STATE/COUNTY-  PA/WARREN
 MA1615  USGS QUAD   -  COLUMBUS (1990)
 MA1615
 MA1615                         *CURRENT SURVEY CONTROL
 MA1615  ___________________________________________________________________
 MA1615* NAD 83(1986)-  41 56 08.     (N)    079 35 42.     (W)     SCALED    
 MA1615* NAVD 88     -       435.309  (meters)    1428.18   (feet)  ADJUSTED  
 MA1615  ___________________________________________________________________
 MA1615  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 MA1615  DYNAMIC HT  -         435.131 (meters)    1427.59  (feet)  COMP
 MA1615  MODELED GRAV-     980,199.9   (mgal)                       NAVD 88
 MA1615
 MA1615  VERT ORDER  -  SECOND    CLASS 0
 MA1615
 MA1615.The horizontal coordinates were scaled from a topographic map and have
 MA1615.an estimated accuracy of +/- 6 seconds.
 MA1615
 MA1615.The orthometric height was determined by differential leveling
 MA1615.and adjusted by the National Geodetic Survey in June 1991..
 MA1615
 MA1615.The geoid height was determined by GEOID03.
 MA1615
 MA1615.The dynamic height is computed by dividing the NAVD 88
 MA1615.geopotential number by the normal gravity value computed on the
 MA1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1615.degrees latitude (g = 980.6199 gals.).
 MA1615
 MA1615.The modeled gravity was interpolated from observed gravity values.
 MA1615
 MA1615;                    North         East    Units  Estimated Accuracy
 MA1615;SPC PA N     -   198,080.      447,000.      MT  (+/- 180 meters Scaled)
 MA1615
 MA1615                          SUPERSEDED SURVEY CONTROL
 MA1615
 MA1615  NGVD 29 (??/??/92)  435.462  (m)         1428.68   (f) ADJ UNCH    2 0
 MA1615
 MA1615.Superseded values are not recommended for survey control.
 MA1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1615.See file dsdata.txt to determine how the superseded data were derived.
 MA1615
 MA1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG164435(NAD 83)
 MA1615_MARKER: DB = BENCH MARK DISK
 MA1615_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1615_SP_SET: CULVERT
 MA1615_STAMPING: B 349 1967
 MA1615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1615
 MA1615  HISTORY     - Date     Condition        Report By
 MA1615  HISTORY     - 1967     MONUMENTED       CGS
 MA1615  HISTORY     - 1968     GOOD             NGS
 MA1615  HISTORY     - 20020601 MARK NOT FOUND   USPSQD
 MA1615
 MA1615                          STATION DESCRIPTION
 MA1615
 MA1615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MA1615'0.3 MI W FROM COLUMBUS.
 MA1615'0.3 MILE WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH
 MA1615'STATE HIGHWAY 957 IN COLUMBUS, SET IN THE TOP OF THE V OF
 MA1615'A L SHAPED HEADWALL OF A CONCRETE CULVERT, 33 FEET EAST OF THE
 MA1615'APPROXIMATE CENTER OF SPENCER ROAD, 21.7 FEET SOUTH OF THE
 MA1615'CENTERLINE OF HIGHWAY, 23.7 FEET NORTH OF THE NORTH RAIL OF
 MA1615'RAILROAD, 8.0 FEET NORTHEAST OF A POWER LINE POLE AND IS ABOUT
 MA1615'LEVEL WITH THE HIGHWAY.
 MA1615
 MA1615                          STATION RECOVERY (2002)
 MA1615
 MA1615'RECOVERY NOTE BY US POWER SQUADRON 2002 (WR)
 MA1615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1459 ***********************************************************************
 LZ1459  DESIGNATION -  B 35
 LZ1459  PID         -  LZ1459
 LZ1459  STATE/COUNTY-  PA/POTTER
 LZ1459  USGS QUAD   -  ULYSSES (1969)
 LZ1459
 LZ1459                         *CURRENT SURVEY CONTROL
 LZ1459  ___________________________________________________________________
 LZ1459* NAD 83(1986)-  41 55 47.     (N)    077 48 43.     (W)     SCALED    
 LZ1459* NAVD 88     -       561.127  (meters)    1840.96   (feet)  ADJUSTED  
 LZ1459  ___________________________________________________________________
 LZ1459  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 LZ1459  DYNAMIC HT  -         560.896 (meters)    1840.21  (feet)  COMP
 LZ1459  MODELED GRAV-     980,193.0   (mgal)                       NAVD 88
 LZ1459
 LZ1459  VERT ORDER  -  SECOND    CLASS 0
 LZ1459
 LZ1459.The horizontal coordinates were scaled from a topographic map and have
 LZ1459.an estimated accuracy of +/- 6 seconds.
 LZ1459
 LZ1459.The orthometric height was determined by differential leveling
 LZ1459.and adjusted by the National Geodetic Survey in June 1991..
 LZ1459
 LZ1459.The geoid height was determined by GEOID03.
 LZ1459
 LZ1459.The dynamic height is computed by dividing the NAVD 88
 LZ1459.geopotential number by the normal gravity value computed on the
 LZ1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1459.degrees latitude (g = 980.6199 gals.).
 LZ1459
 LZ1459.The modeled gravity was interpolated from observed gravity values.
 LZ1459
 LZ1459;                    North         East    Units  Estimated Accuracy
 LZ1459;SPC PA N     -   195,800.      594,860.      MT  (+/- 180 meters Scaled)
 LZ1459
 LZ1459                          SUPERSEDED SURVEY CONTROL
 LZ1459
 LZ1459  NGVD 29 (??/??/92)  561.262  (m)         1841.41   (f) ADJ UNCH    2 0
 LZ1459
 LZ1459.Superseded values are not recommended for survey control.
 LZ1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1459.See file dsdata.txt to determine how the superseded data were derived.
 LZ1459
 LZ1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM668457(NAD 83)
 LZ1459_MARKER: DB = BENCH MARK DISK
 LZ1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1459_STAMPING: B 35 1934
 LZ1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1459+STABILITY: SURFACE MOTION
 LZ1459
 LZ1459  HISTORY     - Date     Condition        Report By
 LZ1459  HISTORY     - 1934     MONUMENTED       CGS
 LZ1459
 LZ1459                          STATION DESCRIPTION
 LZ1459
 LZ1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1459'1.2 MI S FROM WEST BINGHAM.
 LZ1459'1.2 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 LZ1459'WEST BINGHAM, POTTER COUNTY, 80 FEET NORTH OF MILEPOST 21,
 LZ1459'ABOUT 300 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A 60- BY
 LZ1459'80-FOOT BARN, AT A SECONDARY CROSSING, 18 FEET NORTH OF THE
 LZ1459'CENTER LINE OF THE ROAD, 25 FEET WEST OF THE WEST RAIL, AND
 LZ1459'ABOUT 3 FEET HIGHER-THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 LZ1459'STAMPED B 35 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0708 ***********************************************************************
 MA0708  DESIGNATION -  B 351
 MA0708  PID         -  MA0708
 MA0708  STATE/COUNTY-  PA/MCKEAN
 MA0708  USGS QUAD   -  CYCLONE (1981)
 MA0708
 MA0708                         *CURRENT SURVEY CONTROL
 MA0708  ___________________________________________________________________
 MA0708* NAD 83(1986)-  41 45 00.     (N)    078 31 34.     (W)     SCALED    
 MA0708* NAVD 88     -       485.205  (meters)    1591.88   (feet)  ADJUSTED  
 MA0708  ___________________________________________________________________
 MA0708  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 MA0708  DYNAMIC HT  -         484.998 (meters)    1591.20  (feet)  COMP
 MA0708  MODELED GRAV-     980,180.9   (mgal)                       NAVD 88
 MA0708
 MA0708  VERT ORDER  -  SECOND    CLASS 0
 MA0708
 MA0708.The horizontal coordinates were scaled from a topographic map and have
 MA0708.an estimated accuracy of +/- 6 seconds.
 MA0708
 MA0708.The orthometric height was determined by differential leveling
 MA0708.and adjusted by the National Geodetic Survey in June 1991..
 MA0708
 MA0708.The geoid height was determined by GEOID03.
 MA0708
 MA0708.The dynamic height is computed by dividing the NAVD 88
 MA0708.geopotential number by the normal gravity value computed on the
 MA0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0708.degrees latitude (g = 980.6199 gals.).
 MA0708
 MA0708.The modeled gravity was interpolated from observed gravity values.
 MA0708
 MA0708;                    North         East    Units  Estimated Accuracy
 MA0708;SPC PA N     -   176,130.      535,450.      MT  (+/- 180 meters Scaled)
 MA0708
 MA0708                          SUPERSEDED SURVEY CONTROL
 MA0708
 MA0708  NGVD 29 (??/??/92)  485.342  (m)         1592.33   (f) ADJ UNCH    2 0
 MA0708
 MA0708.Superseded values are not recommended for survey control.
 MA0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0708.See file dsdata.txt to determine how the superseded data were derived.
 MA0708
 MA0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG056249(NAD 83)
 MA0708_MARKER: DD = SURVEY DISK
 MA0708_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0708_SP_SET: BRIDGE
 MA0708_STAMPING: B 351 1968
 MA0708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0708+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2005
 MA0708
 MA0708  HISTORY     - Date     Condition        Report By
 MA0708  HISTORY     - 1968     MONUMENTED       PADH
 MA0708  HISTORY     - 1968     GOOD             NGS
 MA0708  HISTORY     - 20010331 GOOD             NGS
 MA0708  HISTORY     - 20050620 GOOD             USPSQD
 MA0708
 MA0708                          STATION DESCRIPTION
 MA0708
 MA0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MA0708'4.4 MI NE FROM HAZELHURST.
 MA0708'ABOUT 4.4 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM THE POST
 MA0708'OFFICE IN HAZELHURST, SET IN THE TOP OF THE SOUTHWEST WINGWALL
 MA0708'OF A BRIDGE, 0.1 MILE NORTHEAST OF A MACADAM ROAD LEADING SOUTH,
 MA0708'21.5 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND IS
 MA0708'ABOUT LEVEL WITH THE HIGHWAY.
 MA0708
 MA0708                          STATION RECOVERY (2001)
 MA0708
 MA0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MA0708'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MA0708
 MA0708                          STATION RECOVERY (2005)
 MA0708
 MA0708'RECOVERY NOTE BY US POWER SQUADRON 2005 (SG)
 MA0708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0087 ***********************************************************************
 MA0087  DESIGNATION -  B 352
 MA0087  PID         -  MA0087
 MA0087  STATE/COUNTY-  PA/POTTER
 MA0087  USGS QUAD   -  COUDERSPORT (1983)
 MA0087
 MA0087                         *CURRENT SURVEY CONTROL
 MA0087  ___________________________________________________________________
 MA0087* NAD 83(1986)-  41 45 47.     (N)    078 02 17.     (W)     SCALED    
 MA0087* NAVD 88     -       496.674  (meters)    1629.50   (feet)  ADJUSTED  
 MA0087  ___________________________________________________________________
 MA0087  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 MA0087  DYNAMIC HT  -         496.465 (meters)    1628.82  (feet)  COMP
 MA0087  MODELED GRAV-     980,184.7   (mgal)                       NAVD 88
 MA0087
 MA0087  VERT ORDER  -  SECOND    CLASS 0
 MA0087
 MA0087.The horizontal coordinates were scaled from a topographic map and have
 MA0087.an estimated accuracy of +/- 6 seconds.
 MA0087
 MA0087.The orthometric height was determined by differential leveling
 MA0087.and adjusted by the National Geodetic Survey in June 1991..
 MA0087
 MA0087.The geoid height was determined by GEOID03.
 MA0087
 MA0087.The dynamic height is computed by dividing the NAVD 88
 MA0087.geopotential number by the normal gravity value computed on the
 MA0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0087.degrees latitude (g = 980.6199 gals.).
 MA0087
 MA0087.The modeled gravity was interpolated from observed gravity values.
 MA0087
 MA0087;                    North         East    Units  Estimated Accuracy
 MA0087;SPC PA N     -   177,330.      576,050.      MT  (+/- 180 meters Scaled)
 MA0087
 MA0087                          SUPERSEDED SURVEY CONTROL
 MA0087
 MA0087  NGVD 29 (??/??/92)  496.805  (m)         1629.93   (f) ADJ UNCH    2 0
 MA0087
 MA0087.Superseded values are not recommended for survey control.
 MA0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0087.See file dsdata.txt to determine how the superseded data were derived.
 MA0087
 MA0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG462277(NAD 83)
 MA0087_MARKER: DD = SURVEY DISK
 MA0087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0087_SP_SET: BRIDGE
 MA0087_STAMPING: B 352 1968
 MA0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MA0087+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 MA0087
 MA0087  HISTORY     - Date     Condition        Report By
 MA0087  HISTORY     - 1968     MONUMENTED       PADH
 MA0087  HISTORY     - 1968     GOOD             NGS
 MA0087  HISTORY     - 20020514 GOOD             USDA
 MA0087
 MA0087                          STATION DESCRIPTION
 MA0087
 MA0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MA0087'1.4 MI W FROM COUDERSPORT.
 MA0087'1.4 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE COURT HOUSE IN
 MA0087'COUDERSPORT, SET IN THE TOP OF THE SOUTHWEST WINGWALL OF A BRIDGE,
 MA0087'23 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, AND IS ABOUT 1 FOOT
 MA0087'BELOW THE LEVEL OF THE HIGHWAY.
 MA0087
 MA0087                          STATION RECOVERY (2002)
 MA0087
 MA0087'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 2002 (TBS)
 MA0087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0860 ***********************************************************************
 LZ0860  DESIGNATION -  B 353
 LZ0860  PID         -  LZ0860
 LZ0860  STATE/COUNTY-  PA/TIOGA
 LZ0860  USGS QUAD   -  KEENEYVILLE (1994)
 LZ0860
 LZ0860                         *CURRENT SURVEY CONTROL
 LZ0860  ___________________________________________________________________
 LZ0860* NAD 83(1986)-  41 46 06.     (N)    077 18 21.     (W)     SCALED    
 LZ0860* NAVD 88     -       373.546  (meters)    1225.54   (feet)  ADJUSTED  
 LZ0860  ___________________________________________________________________
 LZ0860  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 LZ0860  DYNAMIC HT  -         373.392 (meters)    1225.04  (feet)  COMP
 LZ0860  MODELED GRAV-     980,198.6   (mgal)                       NAVD 88
 LZ0860
 LZ0860  VERT ORDER  -  SECOND    CLASS 0
 LZ0860
 LZ0860.The horizontal coordinates were scaled from a topographic map and have
 LZ0860.an estimated accuracy of +/- 6 seconds.
 LZ0860
 LZ0860.The orthometric height was determined by differential leveling
 LZ0860.and adjusted by the National Geodetic Survey in June 1991..
 LZ0860
 LZ0860.The geoid height was determined by GEOID03.
 LZ0860
 LZ0860.The dynamic height is computed by dividing the NAVD 88
 LZ0860.geopotential number by the normal gravity value computed on the
 LZ0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0860.degrees latitude (g = 980.6199 gals.).
 LZ0860
 LZ0860.The modeled gravity was interpolated from observed gravity values.
 LZ0860
 LZ0860;                    North         East    Units  Estimated Accuracy
 LZ0860;SPC PA N     -   177,970.      636,930.      MT  (+/- 180 meters Scaled)
 LZ0860
 LZ0860                          SUPERSEDED SURVEY CONTROL
 LZ0860
 LZ0860  NGVD 29 (??/??/92)  373.680  (m)         1225.98   (f) ADJ UNCH    2 0
 LZ0860
 LZ0860.Superseded values are not recommended for survey control.
 LZ0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0860.See file dsdata.txt to determine how the superseded data were derived.
 LZ0860
 LZ0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM083266(NAD 83)
 LZ0860_MARKER: DB = BENCH MARK DISK
 LZ0860_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0860_SP_SET: CULVERT
 LZ0860_STAMPING: B 353 1968
 LZ0860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0860
 LZ0860  HISTORY     - Date     Condition        Report By
 LZ0860  HISTORY     - 1968     MONUMENTED       CGS
 LZ0860
 LZ0860                          STATION DESCRIPTION
 LZ0860
 LZ0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ0860'1.5 MI NW FROM WELLSBORO.
 LZ0860'ABOUT 1.5 MILES NORTHWEST ALONG U.S. HIGHWAY 6 AND STATE HIGHWAY
 LZ0860'287 FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE HIGHWAYS
 LZ0860'660 AND 287 IN WELLSBORO, SET IN THE TOP OF THE WEST HEADWALL
 LZ0860'OF A BOX CULVERT, 22.2 FEET WEST OF THE CENTERLINE OF HIGHWAY,
 LZ0860'1.0 FOOT SOUTH OF THE NORTH END OF HEADWALL AND IS ABOUT LEVEL
 LZ0860'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0656 ***********************************************************************
 LZ0656  DESIGNATION -  B 354
 LZ0656  PID         -  LZ0656
 LZ0656  STATE/COUNTY-  PA/TIOGA
 LZ0656  USGS QUAD   -  JACKSON SUMMIT (1986)
 LZ0656
 LZ0656                         *CURRENT SURVEY CONTROL
 LZ0656  ___________________________________________________________________
 LZ0656* NAD 83(1986)-  41 56 05.     (N)    077 06 22.     (W)     SCALED    
 LZ0656* NAVD 88     -       312.666  (meters)    1025.81   (feet)  ADJUSTED  
 LZ0656  ___________________________________________________________________
 LZ0656  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 LZ0656  DYNAMIC HT  -         312.547 (meters)    1025.41  (feet)  COMP
 LZ0656  MODELED GRAV-     980,236.0   (mgal)                       NAVD 88
 LZ0656
 LZ0656  VERT ORDER  -  SECOND    CLASS 0
 LZ0656
 LZ0656.The horizontal coordinates were scaled from a topographic map and have
 LZ0656.an estimated accuracy of +/- 6 seconds.
 LZ0656
 LZ0656.The orthometric height was determined by differential leveling
 LZ0656.and adjusted by the National Geodetic Survey in June 1991..
 LZ0656
 LZ0656.The geoid height was determined by GEOID03.
 LZ0656
 LZ0656.The dynamic height is computed by dividing the NAVD 88
 LZ0656.geopotential number by the normal gravity value computed on the
 LZ0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0656.degrees latitude (g = 980.6199 gals.).
 LZ0656
 LZ0656.The modeled gravity was interpolated from observed gravity values.
 LZ0656
 LZ0656;                    North         East    Units  Estimated Accuracy
 LZ0656;SPC PA N     -   196,550.      653,400.      MT  (+/- 180 meters Scaled)
 LZ0656
 LZ0656                          SUPERSEDED SURVEY CONTROL
 LZ0656
 LZ0656  NGVD 29 (??/??/92)  312.818  (m)         1026.30   (f) ADJ UNCH    2 0
 LZ0656
 LZ0656.Superseded values are not recommended for survey control.
 LZ0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0656.See file dsdata.txt to determine how the superseded data were derived.
 LZ0656
 LZ0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM253446(NAD 83)
 LZ0656_MARKER: DD = SURVEY DISK
 LZ0656_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0656_SP_SET: BRIDGE
 LZ0656_STAMPING: B 354 1968
 LZ0656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0656
 LZ0656  HISTORY     - Date     Condition        Report By
 LZ0656  HISTORY     - 1968     MONUMENTED       PADH
 LZ0656  HISTORY     - 1968     GOOD             NGS
 LZ0656  HISTORY     - 19991001 GOOD             PADT
 LZ0656
 LZ0656                          STATION DESCRIPTION
 LZ0656
 LZ0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0656'2.8 MI N FROM TIOGA.
 LZ0656'2.75 MILE NORTH ALONG U.S. HIGHWAY 15 FROM THE POST OFFICE
 LZ0656'IN TIOGA, SET IN THE TOP OF THE SOUTHEAST WINGWALL OF A BRIDGE,
 LZ0656'21 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 6.5 FEET WEST
 LZ0656'OF THE WEST RAIL OF THE RAILROAD TRACK AND IS ABOUT 1 FOOT
 LZ0656'BELOW THE LEVEL OF THE HIGHWAY.
 LZ0656
 LZ0656                          STATION RECOVERY (1999)
 LZ0656
 LZ0656'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (EAA)
 LZ0656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1279 ***********************************************************************
 LZ1279  DESIGNATION -  B 355
 LZ1279  PID         -  LZ1279
 LZ1279  STATE/COUNTY-  PA/CLINTON
 LZ1279  USGS QUAD   -  GLEN UNION (1971)
 LZ1279
 LZ1279                         *CURRENT SURVEY CONTROL
 LZ1279  ___________________________________________________________________
 LZ1279* NAD 83(1986)-  41 15 27.     (N)    077 36 45.     (W)     SCALED    
 LZ1279* NAVD 88     -       188.725  (meters)     619.18   (feet)  ADJUSTED  
 LZ1279  ___________________________________________________________________
 LZ1279  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 LZ1279  DYNAMIC HT  -         188.642 (meters)     618.90  (feet)  COMP
 LZ1279  MODELED GRAV-     980,179.7   (mgal)                       NAVD 88
 LZ1279
 LZ1279  VERT ORDER  -  SECOND    CLASS 0
 LZ1279
 LZ1279.The horizontal coordinates were scaled from a topographic map and have
 LZ1279.an estimated accuracy of +/- 6 seconds.
 LZ1279
 LZ1279.The orthometric height was determined by differential leveling
 LZ1279.and adjusted by the National Geodetic Survey in June 1991..
 LZ1279
 LZ1279.The geoid height was determined by GEOID03.
 LZ1279
 LZ1279.The dynamic height is computed by dividing the NAVD 88
 LZ1279.geopotential number by the normal gravity value computed on the
 LZ1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1279.degrees latitude (g = 980.6199 gals.).
 LZ1279
 LZ1279.The modeled gravity was interpolated from observed gravity values.
 LZ1279
 LZ1279;                    North         East    Units  Estimated Accuracy
 LZ1279;SPC PA N     -   121,150.      611,520.      MT  (+/- 180 meters Scaled)
 LZ1279
 LZ1279                          SUPERSEDED SURVEY CONTROL
 LZ1279
 LZ1279  NGVD 29 (??/??/92)  188.918  (m)          619.81   (f) ADJ UNCH    2 0
 LZ1279
 LZ1279.Superseded values are not recommended for survey control.
 LZ1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1279.See file dsdata.txt to determine how the superseded data were derived.
 LZ1279
 LZ1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL811706(NAD 83)
 LZ1279_MARKER: DD = SURVEY DISK
 LZ1279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1279_SP_SET: CULVERT
 LZ1279_STAMPING: B 355 1968
 LZ1279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1279
 LZ1279  HISTORY     - Date     Condition        Report By
 LZ1279  HISTORY     - 1968     MONUMENTED       PADH
 LZ1279  HISTORY     - 1968     GOOD             NGS
 LZ1279
 LZ1279                          STATION DESCRIPTION
 LZ1279
 LZ1279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ1279'6.2 MI SE FROM HYNER.
 LZ1279'ABOUT 6.2 MILES SOUTHEAST ALONG STATE HIGHWAY 120 FROM THE
 LZ1279'BRIDGE OVER THE SUSQUEHANNA RIVER IN HYNER, SET IN THE TOP
 LZ1279'OF THE NORTHWEST WINGWALL OF A LARGE ARCHED CULVERT, 102 FEET
 LZ1279'NORTHEAST OF A POWER LINE POLE, 41 FEET NORTHWEST OF THE
 LZ1279'CENTERLINE OF THE HIGHWAY, AND IS ABOUT 15 FEET BELOW THE LEVEL
 LZ1279'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0079 ***********************************************************************
 LZ0079  DESIGNATION -  B 356
 LZ0079  PID         -  LZ0079
 LZ0079  STATE/COUNTY-  PA/BRADFORD
 LZ0079  USGS QUAD   -  ROME (1978)
 LZ0079
 LZ0079                         *CURRENT SURVEY CONTROL
 LZ0079  ___________________________________________________________________
 LZ0079* NAD 83(1986)-  41 45 21.     (N)    076 21 09.     (W)     SCALED    
 LZ0079* NAVD 88     -       278.324  (meters)     913.13   (feet)  ADJUSTED  
 LZ0079  ___________________________________________________________________
 LZ0079  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 LZ0079  DYNAMIC HT  -         278.213 (meters)     912.77  (feet)  COMP
 LZ0079  MODELED GRAV-     980,216.5   (mgal)                       NAVD 88
 LZ0079
 LZ0079  VERT ORDER  -  SECOND    CLASS 0
 LZ0079
 LZ0079.The horizontal coordinates were scaled from a topographic map and have
 LZ0079.an estimated accuracy of +/- 6 seconds.
 LZ0079
 LZ0079.The orthometric height was determined by differential leveling
 LZ0079.and adjusted by the National Geodetic Survey in June 1991..
 LZ0079
 LZ0079.The geoid height was determined by GEOID03.
 LZ0079
 LZ0079.The dynamic height is computed by dividing the NAVD 88
 LZ0079.geopotential number by the normal gravity value computed on the
 LZ0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0079.degrees latitude (g = 980.6199 gals.).
 LZ0079
 LZ0079.The modeled gravity was interpolated from observed gravity values.
 LZ0079
 LZ0079;                    North         East    Units  Estimated Accuracy
 LZ0079;SPC PA N     -   177,420.      716,220.      MT  (+/- 180 meters Scaled)
 LZ0079
 LZ0079                          SUPERSEDED SURVEY CONTROL
 LZ0079
 LZ0079  NGVD 29 (??/??/92)  278.536  (m)          913.83   (f) ADJ UNCH    2 0
 LZ0079
 LZ0079.Superseded values are not recommended for survey control.
 LZ0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0079.See file dsdata.txt to determine how the superseded data were derived.
 LZ0079
 LZ0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM875235(NAD 83)
 LZ0079_MARKER: DB = BENCH MARK DISK
 LZ0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0079_STAMPING: B 356 1968
 LZ0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0079+STABILITY: SURFACE MOTION
 LZ0079
 LZ0079  HISTORY     - Date     Condition        Report By
 LZ0079  HISTORY     - 1968     MONUMENTED       CGS
 LZ0079  HISTORY     - 19920724 GOOD             USPSQD
 LZ0079  HISTORY     - 20030915 MARK NOT FOUND   PADT
 LZ0079
 LZ0079                          STATION DESCRIPTION
 LZ0079
 LZ0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ0079'3.7 MI SE FROM WYSOX.
 LZ0079'3.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE
 LZ0079'IN WYSOX, SET IN THE TOP OF A CONCRETE POST PROJECTING 3-INCHES,
 LZ0079'23 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 17.5 FEET
 LZ0079'NORTHWEST OF THE APPROXIMATE CENTER OF A CROSSROAD, 2.8 FEET
 LZ0079'NORTH OF POWER LINE POLE NO. 30, 1.3 FEET SOUTHEAST OF A METAL
 LZ0079'WITNESS SIGN AND IS ABOUT LEVEL WITH THE HIGHWAY.
 LZ0079
 LZ0079                          STATION RECOVERY (1992)
 LZ0079
 LZ0079'RECOVERY NOTE BY US POWER SQUADRON 1992 (DEZ)
 LZ0079'RECOVERED IN GOOD CONDITION.
 LZ0079
 LZ0079                          STATION RECOVERY (2003)
 LZ0079
 LZ0079'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (JAG)
 LZ0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1048 ***********************************************************************
 LZ1048  DESIGNATION -  B 357
 LZ1048  PID         -  LZ1048
 LZ1048  STATE/COUNTY-  PA/LYCOMING
 LZ1048  USGS QUAD   -  JERSEY SHORE (1986)
 LZ1048
 LZ1048                         *CURRENT SURVEY CONTROL
 LZ1048  ___________________________________________________________________
 LZ1048* NAD 83(1986)-  41 11 54.     (N)    077 17 35.     (W)     SCALED    
 LZ1048* NAVD 88     -       170.960  (meters)     560.89   (feet)  ADJUSTED  
 LZ1048  ___________________________________________________________________
 LZ1048  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LZ1048  DYNAMIC HT  -         170.885 (meters)     560.65  (feet)  COMP
 LZ1048  MODELED GRAV-     980,177.4   (mgal)                       NAVD 88
 LZ1048
 LZ1048  VERT ORDER  -  SECOND    CLASS 0
 LZ1048
 LZ1048.The horizontal coordinates were scaled from a topographic map and have
 LZ1048.an estimated accuracy of +/- 6 seconds.
 LZ1048
 LZ1048.The orthometric height was determined by differential leveling
 LZ1048.and adjusted by the National Geodetic Survey in June 1991..
 LZ1048
 LZ1048.The geoid height was determined by GEOID03.
 LZ1048
 LZ1048.The dynamic height is computed by dividing the NAVD 88
 LZ1048.geopotential number by the normal gravity value computed on the
 LZ1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1048.degrees latitude (g = 980.6199 gals.).
 LZ1048
 LZ1048.The modeled gravity was interpolated from observed gravity values.
 LZ1048
 LZ1048;                    North         East    Units  Estimated Accuracy
 LZ1048;SPC PA N     -   114,670.      638,330.      MT  (+/- 180 meters Scaled)
 LZ1048
 LZ1048                          SUPERSEDED SURVEY CONTROL
 LZ1048
 LZ1048  NGVD 29 (??/??/92)  171.160  (m)          561.55   (f) ADJ UNCH    2 0
 LZ1048
 LZ1048.Superseded values are not recommended for survey control.
 LZ1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1048.See file dsdata.txt to determine how the superseded data were derived.
 LZ1048
 LZ1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL077633(NAD 83)
 LZ1048_MARKER: DD = SURVEY DISK
 LZ1048_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1048_SP_SET: BRIDGE
 LZ1048_STAMPING: B 357 1968
 LZ1048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1048
 LZ1048  HISTORY     - Date     Condition        Report By
 LZ1048  HISTORY     - 1968     MONUMENTED       PADH
 LZ1048  HISTORY     - 1969     GOOD             NGS
 LZ1048
 LZ1048                          STATION DESCRIPTION
 LZ1048
 LZ1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ1048'2.3 MI W FROM JERSEY SHORE.
 LZ1048'ABOUT 1.3 MILES WEST ALONG U.S. HIGHWAY 220 (BUSINESS ROUTE) FROM
 LZ1048'THE POST OFFICE IN JERSEY SHORE TO THE JUNCTION OF U.S. HIGHWAY
 LZ1048'220 (BY-PASS), THENCE, 1.0 MILE WEST ALONG U.S. HIGHWAY 220
 LZ1048'(BY-PASS), SET IN THE TOP OF THE NORTH BRIDGE BANNISTER OF THE
 LZ1048'NORTH ONE OF TWO BRIDGES OVER PINE CREEK, 21 FEET NORTH OF THE
 LZ1048'CENTERLINE OF THE WEST BOUND LANE OF HIGHWAY, 1.0 FOOT WEST OF
 LZ1048'THE EAST END OF BANISTER, AND IS ABOUT 2 FEET ABOVE THE LEVEL
 LZ1048'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ2042 ***********************************************************************
 LZ2042  DESIGNATION -  B 358 RESET
 LZ2042  PID         -  LZ2042
 LZ2042  STATE/COUNTY-  PA/LYCOMING
 LZ2042  USGS QUAD   -  TROUT RUN (1973)
 LZ2042
 LZ2042                         *CURRENT SURVEY CONTROL
 LZ2042  ___________________________________________________________________
 LZ2042* NAD 83(1986)-  41 26 29.     (N)    077 06 09.     (W)     SCALED    
 LZ2042* NAVD 88     -       384.23   (+/-2cm)    1260.6    (feet)  VERTCON   
 LZ2042  ___________________________________________________________________
 LZ2042  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 LZ2042
 LZ2042  VERT ORDER  -  THIRD (See Below)
 LZ2042
 LZ2042.The horizontal coordinates were scaled from a topographic map and have
 LZ2042.an estimated accuracy of +/- 6 seconds.
 LZ2042
 LZ2042.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ2042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ2042.The vertical order pertains to the NGVD 29 superseded value.
 LZ2042
 LZ2042.The geoid height was determined by GEOID03.
 LZ2042
 LZ2042;                    North         East    Units  Estimated Accuracy
 LZ2042;SPC PA N     -   141,770.      654,110.      MT  (+/- 180 meters Scaled)
 LZ2042
 LZ2042                          SUPERSEDED SURVEY CONTROL
 LZ2042
 LZ2042  NGVD 29 (02/24/03)  384.42   (m)         1261.2    (f) RESET       3  
 LZ2042
 LZ2042.Superseded values are not recommended for survey control.
 LZ2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ2042.See file dsdata.txt to determine how the superseded data were derived.
 LZ2042
 LZ2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL243898(NAD 83)
 LZ2042_MARKER: DD = SURVEY DISK
 LZ2042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ2042_SP_SET: CATCH BASIN
 LZ2042_MARK LOGO: PADT  
 LZ2042_MAGNETIC: N = NO MAGNETIC MATERIAL
 LZ2042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ2042
 LZ2042  HISTORY     - Date     Condition        Report By
 LZ2042  HISTORY     - 1986     MONUMENTED       PADT
 LZ2042
 LZ2042                          STATION DESCRIPTION
 LZ2042
 LZ2042'DESCRIBED BY PA DEPT OF TRANSP 1986
 LZ2042'4.85 MILES NORTH ALONG U.S. HIGHWAY 15 FROM THE JUNCTION WITH
 LZ2042'STATE HIGHWAY 14 IN TROUT RIVER, 22 FEET SOUTHWEST OF THE CENTERLINE
 LZ2042'OF THE SOUTH BOUND LANE, 3.0 FEET SOUTH OF A METAL WITNESS POST AND 1
 LZ2042'FOOT LOWER THAN THE HIGHWAY.  NOTE --  THERE IS NO STAMPING ON DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0061 ***********************************************************************
 LZ0061  DESIGNATION -  B 359
 LZ0061  PID         -  LZ0061
 LZ0061  STATE/COUNTY-  PA/BRADFORD
 LZ0061  USGS QUAD   -  DUSHORE (1983)
 LZ0061
 LZ0061                         *CURRENT SURVEY CONTROL
 LZ0061  ___________________________________________________________________
 LZ0061* NAD 83(1986)-  41 34 55.     (N)    076 25 51.     (W)     SCALED    
 LZ0061* NAVD 88     -       409.409  (meters)    1343.20   (feet)  ADJUSTED  
 LZ0061  ___________________________________________________________________
 LZ0061  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LZ0061  DYNAMIC HT  -         409.232 (meters)    1342.62  (feet)  COMP
 LZ0061  MODELED GRAV-     980,178.5   (mgal)                       NAVD 88
 LZ0061
 LZ0061  VERT ORDER  -  SECOND    CLASS 0
 LZ0061
 LZ0061.The horizontal coordinates were scaled from a topographic map and have
 LZ0061.an estimated accuracy of +/- 6 seconds.
 LZ0061
 LZ0061.The orthometric height was determined by differential leveling
 LZ0061.and adjusted by the National Geodetic Survey in June 1991..
 LZ0061
 LZ0061.The geoid height was determined by GEOID03.
 LZ0061
 LZ0061.The dynamic height is computed by dividing the NAVD 88
 LZ0061.geopotential number by the normal gravity value computed on the
 LZ0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0061.degrees latitude (g = 980.6199 gals.).
 LZ0061
 LZ0061.The modeled gravity was interpolated from observed gravity values.
 LZ0061
 LZ0061;                    North         East    Units  Estimated Accuracy
 LZ0061;SPC PA N     -   158,010.      710,000.      MT  (+/- 180 meters Scaled)
 LZ0061
 LZ0061                          SUPERSEDED SURVEY CONTROL
 LZ0061
 LZ0061  NGVD 29 (??/??/92)  409.579  (m)         1343.76   (f) ADJ UNCH    2 0
 LZ0061
 LZ0061.Superseded values are not recommended for survey control.
 LZ0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0061.See file dsdata.txt to determine how the superseded data were derived.
 LZ0061
 LZ0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM807043(NAD 83)
 LZ0061_MARKER: DB = BENCH MARK DISK
 LZ0061_SETTING: 80 = SET IN A BOULDER
 LZ0061_SP_SET: BOULDER
 LZ0061_STAMPING: B 359 1969
 LZ0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0061+STABILITY: SURFACE MOTION
 LZ0061
 LZ0061  HISTORY     - Date     Condition        Report By
 LZ0061  HISTORY     - 1969     MONUMENTED       CGS
 LZ0061
 LZ0061                          STATION DESCRIPTION
 LZ0061
 LZ0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LZ0061'1.4 MI S FROM NEW ALBANY.
 LZ0061'1.4 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE
 LZ0061'IN NEW ALBANY, 135 FEET SOUTHEAST OF A FARM ROAD, 79 FEET
 LZ0061'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 72 FEET SOUTH OF
 LZ0061'TELEPHONE POLE NO. 20, 51 FEET SOUTHWEST OF A WIRE FENCE, 50 FEET
 LZ0061'SOUTHWEST OF A METAL WITNESS SIGN, SET IN THE TOP OF A 10 X 8 FOOT
 LZ0061'BOULDER PROJECTING 4 FEET AND IS ABOUT 15 FEET ABOVE THE LEVEL OF
 LZ0061'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0634 ***********************************************************************
 MA0634  DESIGNATION -  B 36
 MA0634  PID         -  MA0634
 MA0634  STATE/COUNTY-  PA/MCKEAN
 MA0634  USGS QUAD   -  LEWIS RUN (1983)
 MA0634
 MA0634                         *CURRENT SURVEY CONTROL
 MA0634  ___________________________________________________________________
 MA0634* NAD 83(1986)-  41 51 21.     (N)    078 37 33.     (W)     SCALED    
 MA0634* NAVD 88     -       537.648  (meters)    1763.93   (feet)  ADJUSTED  
 MA0634  ___________________________________________________________________
 MA0634  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 MA0634  DYNAMIC HT  -         537.418 (meters)    1763.18  (feet)  COMP
 MA0634  MODELED GRAV-     980,178.7   (mgal)                       NAVD 88
 MA0634
 MA0634  VERT ORDER  -  SECOND    CLASS 0
 MA0634
 MA0634.The horizontal coordinates were scaled from a topographic map and have
 MA0634.an estimated accuracy of +/- 6 seconds.
 MA0634
 MA0634.The orthometric height was determined by differential leveling
 MA0634.and adjusted by the National Geodetic Survey in June 1991..
 MA0634
 MA0634.The geoid height was determined by GEOID03.
 MA0634
 MA0634.The dynamic height is computed by dividing the NAVD 88
 MA0634.geopotential number by the normal gravity value computed on the
 MA0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0634.degrees latitude (g = 980.6199 gals.).
 MA0634
 MA0634.The modeled gravity was interpolated from observed gravity values.
 MA0634
 MA0634;                    North         East    Units  Estimated Accuracy
 MA0634;SPC PA N     -   187,960.      527,280.      MT  (+/- 180 meters Scaled)
 MA0634
 MA0634                          SUPERSEDED SURVEY CONTROL
 MA0634
 MA0634  NGVD 29 (??/??/92)  537.780  (m)         1764.37   (f) ADJ UNCH    2 0
 MA0634
 MA0634.Superseded values are not recommended for survey control.
 MA0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0634.See file dsdata.txt to determine how the superseded data were derived.
 MA0634
 MA0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG970364(NAD 83)
 MA0634_MARKER: DB = BENCH MARK DISK
 MA0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0634_STAMPING: B-36 1967
 MA0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0634+STABILITY: SURFACE MOTION
 MA0634
 MA0634  HISTORY     - Date     Condition        Report By
 MA0634  HISTORY     - 1934     MONUMENTED       CGS
 MA0634  HISTORY     - 1967     GOOD             NGS
 MA0634  HISTORY     - 20010331 MARK NOT FOUND   NGS
 MA0634
 MA0634                          STATION DESCRIPTION
 MA0634
 MA0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0634'AT DRONEYS STATION.
 MA0634'AT DRONEYS STATION ON B.R. AND P.R.R. 200 FEET EAST, BY R.R.,
 MA0634'FROM STATION 30 FT. SOUTH OF CENTERLINE OF TRACK LEVEL WITH
 MA0634'TOP OF RAIL 140 FEET EAST CENTERLINE OF GRADE CROSSING 02 MILE EAST
 MA0634'OF MILEPOST 131 3.2 MILES WEST OF HOWARD JUNCTION.  A CONCRETE
 MA0634'POST.
 MA0634
 MA0634                          STATION RECOVERY (2001)
 MA0634
 MA0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MA0634'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0352 ***********************************************************************
 LZ0352  DESIGNATION -  B 360
 LZ0352  PID         -  LZ0352
 LZ0352  STATE/COUNTY-  PA/SULLIVAN
 LZ0352  USGS QUAD   -  SONESTOWN (1981)
 LZ0352
 LZ0352                         *CURRENT SURVEY CONTROL
 LZ0352  ___________________________________________________________________
 LZ0352* NAD 83(1986)-  41 20 40.     (N)    076 35 10.     (W)     SCALED    
 LZ0352* NAVD 88     -       263.616  (meters)     864.88   (feet)  ADJUSTED  
 LZ0352  ___________________________________________________________________
 LZ0352  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 LZ0352  DYNAMIC HT  -         263.505 (meters)     864.52  (feet)  COMP
 LZ0352  MODELED GRAV-     980,194.1   (mgal)                       NAVD 88
 LZ0352
 LZ0352  VERT ORDER  -  SECOND    CLASS 0
 LZ0352
 LZ0352.The horizontal coordinates were scaled from a topographic map and have
 LZ0352.an estimated accuracy of +/- 6 seconds.
 LZ0352
 LZ0352.The orthometric height was determined by differential leveling
 LZ0352.and adjusted by the National Geodetic Survey in June 1991..
 LZ0352
 LZ0352.The geoid height was determined by GEOID03.
 LZ0352
 LZ0352.The dynamic height is computed by dividing the NAVD 88
 LZ0352.geopotential number by the normal gravity value computed on the
 LZ0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0352.degrees latitude (g = 980.6199 gals.).
 LZ0352
 LZ0352.The modeled gravity was interpolated from observed gravity values.
 LZ0352
 LZ0352;                    North         East    Units  Estimated Accuracy
 LZ0352;SPC PA N     -   131,450.      697,410.      MT  (+/- 180 meters Scaled)
 LZ0352
 LZ0352                          SUPERSEDED SURVEY CONTROL
 LZ0352
 LZ0352  NGVD 29 (??/??/92)  263.801  (m)          865.49   (f) ADJ UNCH    2 0
 LZ0352
 LZ0352.Superseded values are not recommended for survey control.
 LZ0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0352.See file dsdata.txt to determine how the superseded data were derived.
 LZ0352
 LZ0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL673782(NAD 83)
 LZ0352_MARKER: DB = BENCH MARK DISK
 LZ0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0352_STAMPING: B 360 1969
 LZ0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0352+STABILITY: SURFACE MOTION
 LZ0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LZ0352+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2004
 LZ0352
 LZ0352  HISTORY     - Date     Condition        Report By
 LZ0352  HISTORY     - 1969     MONUMENTED       CGS
 LZ0352  HISTORY     - 20040718 GOOD             GEOCAC
 LZ0352
 LZ0352                          STATION DESCRIPTION
 LZ0352
 LZ0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LZ0352'0.2 MI NE FROM MUNCY VALLEY.
 LZ0352'AT MUNCY VALLEY, ABOUT 0.2 MILE NORTHEAST ALONG U.S. HIGHWAY 220
 LZ0352'FROM THE POST OFFICE IN MUNCY VALLEY, 75 FEET SOUTHWEST OF THE
 LZ0352'APPROXIMATE CENTER OF STATE HIGHWAY 42, 36 FEET NORTHWEST OF THE
 LZ0352'APPROXIMATE CENTER OF U.S. HIGHWAY 220, 2.0 FEET SOUTHEAST OF
 LZ0352'TELEPHONE POLE NO. C-348, 1.8 FEET NORTHEAST OF A METAL WITNESS
 LZ0352'SIGN, SET IN THE TOP OF A CONCRETE POST PROJECTING 2-INCHES AND
 LZ0352'IS ABOUT LEVEL WITH THE HIGHWAY.
 LZ0352
 LZ0352                          STATION RECOVERY (2004)
 LZ0352
 LZ0352'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 LZ0352'U.S. HIGHWAY WAS MOVED. DISTANCE PREVIOUSLY DESCRIBED AS BEING FROM RT
 LZ0352'220 IS FROM A PRIVATE DRIVEWAY. MARK IS 2.0 FEET NORTHWEST OF THE
 LZ0352'TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1559 ***********************************************************************
 KV1559  DESIGNATION -  B 361
 KV1559  PID         -  KV1559
 KV1559  STATE/COUNTY-  PA/MONROE
 KV1559  USGS QUAD   -  BRODHEADSVILLE (1992)
 KV1559
 KV1559                         *CURRENT SURVEY CONTROL
 KV1559  ___________________________________________________________________
 KV1559* NAD 83(1986)-  40 55 28.     (N)    075 23 27.     (W)     SCALED    
 KV1559* NAVD 88     -       225.956  (meters)     741.32   (feet)  ADJUSTED  
 KV1559  ___________________________________________________________________
 KV1559  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 KV1559  DYNAMIC HT  -         225.848 (meters)     740.97  (feet)  COMP
 KV1559  MODELED GRAV-     980,144.5   (mgal)                       NAVD 88
 KV1559
 KV1559  VERT ORDER  -  SECOND    CLASS 0
 KV1559
 KV1559.The horizontal coordinates were scaled from a topographic map and have
 KV1559.an estimated accuracy of +/- 6 seconds.
 KV1559
 KV1559.The orthometric height was determined by differential leveling
 KV1559.and adjusted by the National Geodetic Survey in June 1991..
 KV1559
 KV1559.The geoid height was determined by GEOID03.
 KV1559
 KV1559.The dynamic height is computed by dividing the NAVD 88
 KV1559.geopotential number by the normal gravity value computed on the
 KV1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1559.degrees latitude (g = 980.6199 gals.).
 KV1559
 KV1559.The modeled gravity was interpolated from observed gravity values.
 KV1559
 KV1559;                    North         East    Units  Estimated Accuracy
 KV1559;SPC PA N     -    86,860.      798,690.      MT  (+/- 180 meters Scaled)
 KV1559
 KV1559                          SUPERSEDED SURVEY CONTROL
 KV1559
 KV1559  NGVD 29 (??/??/??)  226.144  (m)          741.94   (f) ADJUSTED    2 0
 KV1559
 KV1559.Superseded values are not recommended for survey control.
 KV1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1559.See file dsdata.txt to determine how the superseded data were derived.
 KV1559
 KV1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL670304(NAD 83)
 KV1559_MARKER: DB = BENCH MARK DISK
 KV1559_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV1559+WITH SETTING: PAVEMENT
 KV1559_SP_SET: CONCRETE PORCH
 KV1559_STAMPING: B 361 1969
 KV1559_MARK LOGO: CGS   
 KV1559_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1559+STABILITY: SURFACE MOTION
 KV1559
 KV1559  HISTORY     - Date     Condition        Report By
 KV1559  HISTORY     - 1969     MONUMENTED       CGS
 KV1559  HISTORY     - 19970201 SEE DESCRIPTION  NGS
 KV1559
 KV1559                          STATION DESCRIPTION
 KV1559
 KV1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 KV1559'AT BRODHEADSVILLE.
 KV1559'AT BRODHEADSVILLE, SET IN THE TOP OF THE 10 X 16 FOOT CONCRETE
 KV1559'PORCH OF THE POST OFFICE, 15.3 FEET WEST OF THE NORTHEAST CORNER
 KV1559'OF THE POST OFFICE, 1.5 FEET NORTH OF THE NORTH WALL OF THE
 KV1559'POST OFFICE, AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 KV1559
 KV1559                          STATION RECOVERY (1997)
 KV1559
 KV1559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (SQ)
 KV1559'POST OFFICE IS NOW A CHIROPRACTIC OFFICE.  A ROOM HAS BEEN BUILT
 KV1559'AROUND DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0128 ***********************************************************************
 ND0128  DESIGNATION -  B 362
 ND0128  PID         -  ND0128
 ND0128  STATE/COUNTY-  PA/ERIE
 ND0128  USGS QUAD   -  ERIE SOUTH (1996)
 ND0128
 ND0128                         *CURRENT SURVEY CONTROL
 ND0128  ___________________________________________________________________
 ND0128* NAD 83(1986)-  42 07 27.     (N)    080 05 10.     (W)     SCALED    
 ND0128* NAVD 88     -       201.586  (meters)     661.37   (feet)  ADJUSTED  
 ND0128  ___________________________________________________________________
 ND0128  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 ND0128  DYNAMIC HT  -         201.514 (meters)     661.13  (feet)  COMP
 ND0128  MODELED GRAV-     980,260.7   (mgal)                       NAVD 88
 ND0128
 ND0128  VERT ORDER  -  FIRST     CLASS II
 ND0128
 ND0128.The horizontal coordinates were scaled from a topographic map and have
 ND0128.an estimated accuracy of +/- 6 seconds.
 ND0128
 ND0128.The orthometric height was determined by differential leveling
 ND0128.and adjusted by the National Geodetic Survey in June 1991..
 ND0128
 ND0128.The geoid height was determined by GEOID03.
 ND0128
 ND0128.The dynamic height is computed by dividing the NAVD 88
 ND0128.geopotential number by the normal gravity value computed on the
 ND0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0128.degrees latitude (g = 980.6199 gals.).
 ND0128
 ND0128.The modeled gravity was interpolated from observed gravity values.
 ND0128
 ND0128;                    North         East    Units  Estimated Accuracy
 ND0128;SPC PA N     -   220,000.      406,850.      MT  (+/- 180 meters Scaled)
 ND0128
 ND0128                          SUPERSEDED SURVEY CONTROL
 ND0128
 ND0128  NGVD 29 (06/03/92)  201.765  (m)          661.96   (f) ADJUSTED    1 2
 ND0128
 ND0128.Superseded values are not recommended for survey control.
 ND0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0128.See file dsdata.txt to determine how the superseded data were derived.
 ND0128
 ND0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG755639(NAD 83)
 ND0128_MARKER: I = METAL ROD
 ND0128_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ND0128_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 ND0128_STAMPING: B 362 1981
 ND0128_MARK LOGO: NGS   
 ND0128_PROJECTION: FLUSH
 ND0128_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ND0128+STABILITY: POSITION/ELEVATION WELL
 ND0128_ROD/PIPE-DEPTH: 6.70 meters
 ND0128_SLEEVE-DEPTH  : 6.10 meters
 ND0128
 ND0128  HISTORY     - Date     Condition        Report By
 ND0128  HISTORY     - 1981     MONUMENTED       NGS
 ND0128  HISTORY     - 1982     GOOD             NGS
 ND0128  HISTORY     - 1983     GOOD             NGS
 ND0128
 ND0128                          STATION DESCRIPTION
 ND0128
 ND0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ND0128'IN ERIE.
 ND0128'IN ERIE, AT THE NORTH ANGLE OF THE INTERSECTION OF 10TH AND SASSAFRAS
 ND0128'STREETS, THE MARK IS IN THE FRONT LAWN OF THE GENERAL TELEPHONE
 ND0128'COMPANY, SOUTHWEST OF THE SOUTHWEST END OF THE GRANITE STONE SIGN AND
 ND0128'IN LINE WITH THE SOUTHEAST FACE OF THE SIGN READING GENERAL
 ND0128'TELEPHONE, 17.06 METERS (56.0 FEET) SOUTH OF THE SOUTH CORNER OF THE
 ND0128'TELEPHONE BUILDING, 12.89 METERS (42.3 FEET) NORTHWEST OF THE
 ND0128'NORTHWEST CURB OF 10TH STREET, 10.30 METERS (33.8 FEET) NORTHEAST OF
 ND0128'THE NORTHEAST CURB OF SASSAFRAS STREET AND 1.21 METERS (4.0 FEET)
 ND0128'SOUTHWEST OF THE SOUTH CORNER OF THE GRANITE STONE SIGN.
 ND0128'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
 ND0128
 ND0128                          STATION RECOVERY (1982)
 ND0128
 ND0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ND0128'RECOVERED IN GOOD CONDITION.
 ND0128
 ND0128                          STATION RECOVERY (1983)
 ND0128
 ND0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ND0128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2869 ***********************************************************************
 KV2869  DESIGNATION -  B 362
 KV2869  PID         -  KV2869
 KV2869  STATE/COUNTY-  PA/MONROE
 KV2869  USGS QUAD   -  STROUDSBURG (1975)
 KV2869
 KV2869                         *CURRENT SURVEY CONTROL
 KV2869  ___________________________________________________________________
 KV2869* NAD 83(1986)-  40 59 37.     (N)    075 10 03.     (W)     SCALED    
 KV2869* NAVD 88     -       164.882  (meters)     540.95   (feet)  ADJUSTED  
 KV2869  ___________________________________________________________________
 KV2869  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KV2869  DYNAMIC HT  -         164.809 (meters)     540.71  (feet)  COMP
 KV2869  MODELED GRAV-     980,176.3   (mgal)                       NAVD 88
 KV2869
 KV2869  VERT ORDER  -  FIRST     CLASS II
 KV2869
 KV2869.The horizontal coordinates were scaled from a topographic map and have
 KV2869.an estimated accuracy of +/- 6 seconds.
 KV2869
 KV2869.The orthometric height was determined by differential leveling
 KV2869.and adjusted by the National Geodetic Survey in June 1991..
 KV2869
 KV2869.The geoid height was determined by GEOID03.
 KV2869
 KV2869.The dynamic height is computed by dividing the NAVD 88
 KV2869.geopotential number by the normal gravity value computed on the
 KV2869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2869.degrees latitude (g = 980.6199 gals.).
 KV2869
 KV2869.The modeled gravity was interpolated from observed gravity values.
 KV2869
 KV2869;                    North         East    Units  Estimated Accuracy
 KV2869;SPC PA N     -    95,080.      817,260.      MT  (+/- 180 meters Scaled)
 KV2869
 KV2869                          SUPERSEDED SURVEY CONTROL
 KV2869
 KV2869.No superseded survey control is available for this station.
 KV2869
 KV2869_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL859380(NAD 83)
 KV2869_MARKER: DB = BENCH MARK DISK
 KV2869_SETTING: 66 = SET IN ROCK OUTCROP
 KV2869_SP_SET: OUTCROP
 KV2869_STAMPING: B 362 1978
 KV2869_MARK LOGO: NGS   
 KV2869_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV2869_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV2869+STABILITY: POSITION/ELEVATION WELL
 KV2869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2869+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2004
 KV2869
 KV2869  HISTORY     - Date     Condition        Report By
 KV2869  HISTORY     - 1978     MONUMENTED       NGS
 KV2869  HISTORY     - 19990901 GOOD             PADT
 KV2869  HISTORY     - 19991001 GOOD             PADT
 KV2869  HISTORY     - 20010907 GOOD             PADT
 KV2869  HISTORY     - 20040412 GOOD             PADT
 KV2869  HISTORY     - 20040601 GOOD             PADT
 KV2869
 KV2869                          STATION DESCRIPTION
 KV2869
 KV2869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2869'0.8 MI NE FROM EAST STROUDSBURG.
 KV2869'0.8 MILE NORTHEAST ALONG INTERSTATE HIGHWAY 80 FROM THE JUNCTION
 KV2869'OF THE ERIE LACKAWANNA RAILROAD AT EAST STROUDSBURG, ABOUT 0.05
 KV2869'MILE SOUTHWEST OF A POWER COMPANY SUBSTATION, 42 FEET SOUTHEAST
 KV2869'OF THE CENTER LINE OF THE EASTBOUND LANES OF THE HIGHWAY, 30.5
 KV2869'FEET SOUTHWEST OF THE SOUTHEAST ONE OF 3 STEEL LEGS SUPPORTING
 KV2869'A SIGN, EXIT 52 NORTH 209 447 MARSHALLS CREEK EXIT 0.5 MILE, AND
 KV2869'25 FEET NORTH OF THE SOUTHEAST END OF A 42 INCH CORRUGATED METAL
 KV2869'PIPE CULVERT, IN THE TOP OF THE NORTHWEST END OF AN EXPOSED
 KV2869'3 BY 7 FOOT OUTCROP.
 KV2869
 KV2869                          STATION RECOVERY (1999)
 KV2869
 KV2869'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (RW)
 KV2869'28.68 FT (8.74 M) SOUTHWEST OF NORTHERNMOST STEEL LEG AND 27.95 FT
 KV2869'(8.52 M) NORTHWEST OF SOUTHERN MOST STEEL LEG SUPPORTING A SIGN, EXIT
 KV2869'52 NORTH 209 447 MARSHALLS CREEK EXIT 0.5 MI (0.8 KM) .  -REMAINING
 KV2869'DESCRIPTION STILL ACCURATE-.
 KV2869
 KV2869                          STATION RECOVERY (1999)
 KV2869
 KV2869'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (SQ)
 KV2869'RECOVERED IN GOOD CONDITION.
 KV2869
 KV2869                          STATION RECOVERY (2001)
 KV2869
 KV2869'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (SQ)
 KV2869'RECOVERED IN GOOD CONDITION.
 KV2869
 KV2869                          STATION RECOVERY (2004)
 KV2869
 KV2869'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (SQ)
 KV2869'RECOVERED IN GOOD CONDITION.
 KV2869
 KV2869                          STATION RECOVERY (2004)
 KV2869
 KV2869'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (SQ)
 KV2869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0155 ***********************************************************************
 ND0155  DESIGNATION -  B 363
 ND0155  PID         -  ND0155
 ND0155  STATE/COUNTY-  PA/ERIE
 ND0155  USGS QUAD   -  ERIE NORTH (1996)
 ND0155
 ND0155                         *CURRENT SURVEY CONTROL
 ND0155  ___________________________________________________________________
 ND0155* NAD 83(1986)-  42 08 15.     (N)    080 03 45.     (W)     SCALED    
 ND0155* NAVD 88     -       198.117  (meters)     649.99   (feet)  ADJUSTED  
 ND0155  ___________________________________________________________________
 ND0155  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 ND0155  DYNAMIC HT  -         198.047 (meters)     649.76  (feet)  COMP
 ND0155  MODELED GRAV-     980,263.9   (mgal)                       NAVD 88
 ND0155
 ND0155  VERT ORDER  -  FIRST     CLASS II
 ND0155
 ND0155.The horizontal coordinates were scaled from a topographic map and have
 ND0155.an estimated accuracy of +/- 6 seconds.
 ND0155
 ND0155.The orthometric height was determined by differential leveling
 ND0155.and adjusted by the National Geodetic Survey in June 1991..
 ND0155
 ND0155.The geoid height was determined by GEOID03.
 ND0155
 ND0155.The dynamic height is computed by dividing the NAVD 88
 ND0155.geopotential number by the normal gravity value computed on the
 ND0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0155.degrees latitude (g = 980.6199 gals.).
 ND0155
 ND0155.The modeled gravity was interpolated from observed gravity values.
 ND0155
 ND0155;                    North         East    Units  Estimated Accuracy
 ND0155;SPC PA N     -   221,430.      408,840.      MT  (+/- 180 meters Scaled)
 ND0155
 ND0155                          SUPERSEDED SURVEY CONTROL
 ND0155
 ND0155  NGVD 29 (06/03/92)  198.295  (m)          650.57   (f) ADJUSTED    1 2
 ND0155
 ND0155.Superseded values are not recommended for survey control.
 ND0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0155.See file dsdata.txt to determine how the superseded data were derived.
 ND0155
 ND0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG774654(NAD 83)
 ND0155_MARKER: I = METAL ROD
 ND0155_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ND0155_SP_SET: STAINLESS STEEL ROD
 ND0155_STAMPING: B 363 1981
 ND0155_MARK LOGO: NGS   
 ND0155_PROJECTION: FLUSH
 ND0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0155_ROD/PIPE-DEPTH: 10.9 meters
 ND0155
 ND0155  HISTORY     - Date     Condition        Report By
 ND0155  HISTORY     - 1981     MONUMENTED       NGS
 ND0155  HISTORY     - 1983     GOOD             NGS
 ND0155  HISTORY     - 20000201 GOOD             PADT
 ND0155
 ND0155                          STATION DESCRIPTION
 ND0155
 ND0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ND0155'IN ERIE.
 ND0155'IN ERIE, AT THE JUNCTION OF EAST 6TH STREET AND EAST AVENUE, AT THE
 ND0155'SOUTHWEST SIDEWALK ENTRANCE OF WAYNE PARK, 9.44 METERS (31.0 FT)
 ND0155'NORTHEAST OF THE NORTHEAST CURB OF EAST AVENUE, 38.70 METERS
 ND0155'(128.0 FT) SOUTHEAST OF THE SOUTHEAST CURB OF EAST LAKE ROAD,
 ND0155'39.0 METERS (129.0 FT) NORTHWEST OF THE NORTHWEST CURB OF ATKINS
 ND0155'STREET, 0.60 METER (2.0 FT) SOUTHEAST OF THE SOUTHEAST FACE OF A
 ND0155'MONUMENT IN MEMORIAL OF LIEUT. DONALD MCDONALD.
 ND0155'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 ND0155
 ND0155                          STATION RECOVERY (2000)
 ND0155
 ND0155'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 ND0155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2893 ***********************************************************************
 KV2893  DESIGNATION -  B 363
 KV2893  PID         -  KV2893
 KV2893  STATE/COUNTY-  PA/NORTHAMPTON
 KV2893  USGS QUAD   -  BANGOR (1994)
 KV2893
 KV2893                         *CURRENT SURVEY CONTROL
 KV2893  ___________________________________________________________________
 KV2893* NAD 83(1986)-  40 50 18.     (N)    075 14 47.     (W)     SCALED    
 KV2893* NAVD 88     -       216.655  (meters)     710.81   (feet)  ADJUSTED  
 KV2893  ___________________________________________________________________
 KV2893  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 KV2893  DYNAMIC HT  -         216.554 (meters)     710.48  (feet)  COMP
 KV2893  MODELED GRAV-     980,151.4   (mgal)                       NAVD 88
 KV2893
 KV2893  VERT ORDER  -  FIRST     CLASS II
 KV2893
 KV2893.The horizontal coordinates were scaled from a topographic map and have
 KV2893.an estimated accuracy of +/- 6 seconds.
 KV2893
 KV2893.The orthometric height was determined by differential leveling
 KV2893.and adjusted by the National Geodetic Survey in June 1991..
 KV2893
 KV2893.The geoid height was determined by GEOID03.
 KV2893
 KV2893.The dynamic height is computed by dividing the NAVD 88
 KV2893.geopotential number by the normal gravity value computed on the
 KV2893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2893.degrees latitude (g = 980.6199 gals.).
 KV2893
 KV2893.The modeled gravity was interpolated from observed gravity values.
 KV2893
 KV2893;                    North         East    Units  Estimated Accuracy
 KV2893;SPC PA S     -   170,100.      811,120.      MT  (+/- 180 meters Scaled)
 KV2893
 KV2893                          SUPERSEDED SURVEY CONTROL
 KV2893
 KV2893.No superseded survey control is available for this station.
 KV2893
 KV2893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL792208(NAD 83)
 KV2893_MARKER: DB = BENCH MARK DISK
 KV2893_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2893_SP_SET: STAINLESS STEEL ROD
 KV2893_STAMPING: B 363 1978
 KV2893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2893
 KV2893  HISTORY     - Date     Condition        Report By
 KV2893  HISTORY     - 1978     MONUMENTED       NGS
 KV2893  HISTORY     - 19940602 MARK NOT FOUND   USPSQD
 KV2893  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 KV2893
 KV2893                          STATION DESCRIPTION
 KV2893
 KV2893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2893'2.7 MI SOUTH FROM PEN ARGYL.
 KV2893'0.15 MILE SOUTH ALONG ROBINSON AVENUE FROM THE POST OFFICE AT PEN
 KV2893'ARGYL, THENCE 0.5 MILE SOUTHWEST ALONG EAST-WEST MAIN STREET TO E
 KV2893'STREET, THENCE 2.05 MILES SOUTH ALONG PAVED ROAD TO A PIPELINE
 KV2893'CROSSING AND MARK ON RIGHT, 17.5 FEET WEST OF CENTERLINE OF ROAD,
 KV2893'137 FEET NORTHWEST OF A 4-WAY INTERSECTION, 18 FEET SOUTH OF THE
 KV2893'PIPELINE CROSSING, 53.5 FEET NORTH OF THE NORTH CORNER OF A CONCRETE
 KV2893'BLOCK BUILDING, 3 FEET SOUTH OF A HIGHWAY SIGN NUMBER 0-75.
 KV2893'THE ROD WAS DRIVEN TO REFUSAL.
 KV2893
 KV2893                          STATION RECOVERY (1994)
 KV2893
 KV2893'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV2893'MARK NOT FOUND.
 KV2893
 KV2893                          STATION RECOVERY (2002)
 KV2893
 KV2893'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRL)
 KV2893'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2109 ***********************************************************************
 LY2109  DESIGNATION -  B 364
 LY2109  PID         -  LY2109
 LY2109  STATE/COUNTY-  PA/MONROE
 LY2109  USGS QUAD   -  BUSHKILL (1993)
 LY2109
 LY2109                         *CURRENT SURVEY CONTROL
 LY2109  ___________________________________________________________________
 LY2109* NAD 83(1986)-  41 04 35.     (N)    075 01 52.     (W)     SCALED    
 LY2109* NAVD 88     -       154.415  (meters)     506.61   (feet)  ADJUSTED  
 LY2109  ___________________________________________________________________
 LY2109  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 LY2109  DYNAMIC HT  -         154.348 (meters)     506.39  (feet)  COMP
 LY2109  MODELED GRAV-     980,185.3   (mgal)                       NAVD 88
 LY2109
 LY2109  VERT ORDER  -  FIRST     CLASS II
 LY2109
 LY2109.The horizontal coordinates were scaled from a topographic map and have
 LY2109.an estimated accuracy of +/- 6 seconds.
 LY2109
 LY2109.The orthometric height was determined by differential leveling
 LY2109.and adjusted by the National Geodetic Survey in June 1991..
 LY2109
 LY2109.The geoid height was determined by GEOID03.
 LY2109
 LY2109.The dynamic height is computed by dividing the NAVD 88
 LY2109.geopotential number by the normal gravity value computed on the
 LY2109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2109.degrees latitude (g = 980.6199 gals.).
 LY2109
 LY2109.The modeled gravity was interpolated from observed gravity values.
 LY2109
 LY2109;                    North         East    Units  Estimated Accuracy
 LY2109;SPC PA N     -   104,610.      828,450.      MT  (+/- 180 meters Scaled)
 LY2109
 LY2109                          SUPERSEDED SURVEY CONTROL
 LY2109
 LY2109.No superseded survey control is available for this station.
 LY2109
 LY2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL973472(NAD 83)
 LY2109_MARKER: DV = VERTICAL CONTROL DISK
 LY2109_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2109_SP_SET: STAINLESS STEEL ROD
 LY2109_STAMPING: B 364 1978
 LY2109_MARK LOGO: NGS   
 LY2109_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2109_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY2109+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1995
 LY2109
 LY2109  HISTORY     - Date     Condition        Report By
 LY2109  HISTORY     - 1978     MONUMENTED       NGS
 LY2109  HISTORY     - 19950105 GOOD             NJGS
 LY2109
 LY2109                          STATION DESCRIPTION
 LY2109
 LY2109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LY2109'2.0 MI SW FROM BUSHKILL.
 LY2109'2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 209 FROM CHURCH OF BUSHKILL
 LY2109'AT BUSHKILL, 0.2 MILE SOUTHWEST OF PAVED ROAD LEADING TO RESICA
 LY2109'FALLS, 71.5 FEET NORTHWEST OF CENTER LINE OF HIGHWAY 209,
 LY2109'51.5 FEET NORTHEAST OF POWER POLE NUMBER 251,231, 57 FEET
 LY2109'SOUTHEAST OF POWER POLE NUMBER C 341, 3 FEET NORTHWEST OF A LARGE
 LY2109'WOODEN SIGN POLE.
 LY2109
 LY2109                          STATION RECOVERY (1995)
 LY2109
 LY2109'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 LY2109'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2083 ***********************************************************************
 LY2083  DESIGNATION -  B 365
 LY2083  PID         -  LY2083
 LY2083  STATE/COUNTY-  PA/PIKE
 LY2083  USGS QUAD   -  PORT JERVIS SOUTH (1983)
 LY2083
 LY2083                         *CURRENT SURVEY CONTROL
 LY2083  ___________________________________________________________________
 LY2083* NAD 83(1986)-  41 21 48.     (N)    074 42 24.     (W)     SCALED    
 LY2083* NAVD 88     -       131.317  (meters)     430.83   (feet)  ADJUSTED  
 LY2083  ___________________________________________________________________
 LY2083  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 LY2083  DYNAMIC HT  -         131.263 (meters)     430.65  (feet)  COMP
 LY2083  MODELED GRAV-     980,213.4   (mgal)                       NAVD 88
 LY2083
 LY2083  VERT ORDER  -  FIRST     CLASS II
 LY2083
 LY2083.The horizontal coordinates were scaled from a topographic map and have
 LY2083.an estimated accuracy of +/- 6 seconds.
 LY2083
 LY2083.The orthometric height was determined by differential leveling
 LY2083.and adjusted by the National Geodetic Survey in June 1991..
 LY2083
 LY2083.The geoid height was determined by GEOID03.
 LY2083
 LY2083.The dynamic height is computed by dividing the NAVD 88
 LY2083.geopotential number by the normal gravity value computed on the
 LY2083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2083.degrees latitude (g = 980.6199 gals.).
 LY2083
 LY2083.The modeled gravity was interpolated from observed gravity values.
 LY2083
 LY2083;                    North         East    Units  Estimated Accuracy
 LY2083;SPC PA N     -   137,370.      854,580.      MT  (+/- 180 meters Scaled)
 LY2083
 LY2083                          SUPERSEDED SURVEY CONTROL
 LY2083
 LY2083.No superseded survey control is available for this station.
 LY2083
 LY2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL245791(NAD 83)
 LY2083_MARKER: DB = BENCH MARK DISK
 LY2083_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY2083_SP_SET: FOUNDATION
 LY2083_STAMPING: B 365 1978
 LY2083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2083
 LY2083  HISTORY     - Date     Condition        Report By
 LY2083  HISTORY     - 1978     MONUMENTED       NGS
 LY2083  HISTORY     - 20031201 GOOD             GEOCAC
 LY2083
 LY2083                          STATION DESCRIPTION
 LY2083
 LY2083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LY2083'IN MATAMORAS.
 LY2083'0.65 MILE SOUTHWEST ALONG STATE HIGHWAYS 209 AND 6 FROM THE POST
 LY2083'OFFICE AT MATAMORAS, SET IN TOP OF THE SOUTHWEST CORNER OF FOUNDATION
 LY2083'OF THE FIRST NATIONAL BANK OF PIKE COUNTY, TRI STATES BRANCH,
 LY2083'64.5 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAYS, 8 FEET
 LY2083'SOUTHWEST OF THE CENTER OF ENTRANCE TO BANK, 7.5 FEET SOUTHEAST
 LY2083'OF THE STONE BANK WALL, 1.5 FEET SOUTH OF A METAL SUPPORT PILLAR.
 LY2083
 LY2083                          STATION RECOVERY (2003)
 LY2083
 LY2083'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 LY2083'BUILDING IS NOW A BRANCH OF WACHOVIA BANK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2690 ***********************************************************************
 KW2690  DESIGNATION -  B 366
 KW2690  PID         -  KW2690
 KW2690  STATE/COUNTY-  PA/CUMBERLAND
 KW2690  USGS QUAD   -  MECHANICSBURG (1987)
 KW2690
 KW2690                         *CURRENT SURVEY CONTROL
 KW2690  ___________________________________________________________________
 KW2690* NAD 83(1986)-  40 14 47.     (N)    077 00 39.     (W)     SCALED    
 KW2690* NAVD 88     -       119.993  (meters)     393.68   (feet)  ADJUSTED  
 KW2690  ___________________________________________________________________
 KW2690  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 KW2690  DYNAMIC HT  -         119.933 (meters)     393.48  (feet)  COMP
 KW2690  MODELED GRAV-     980,122.6   (mgal)                       NAVD 88
 KW2690
 KW2690  VERT ORDER  -  FIRST     CLASS II
 KW2690
 KW2690.The horizontal coordinates were scaled from a topographic map and have
 KW2690.an estimated accuracy of +/- 6 seconds.
 KW2690
 KW2690.The orthometric height was determined by differential leveling
 KW2690.and adjusted by the National Geodetic Survey in June 1991..
 KW2690
 KW2690.The geoid height was determined by GEOID03.
 KW2690
 KW2690.The dynamic height is computed by dividing the NAVD 88
 KW2690.geopotential number by the normal gravity value computed on the
 KW2690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2690.degrees latitude (g = 980.6199 gals.).
 KW2690
 KW2690.The modeled gravity was interpolated from observed gravity values.
 KW2690
 KW2690;                    North         East    Units  Estimated Accuracy
 KW2690;SPC PA S     -   101,640.      662,890.      MT  (+/- 180 meters Scaled)
 KW2690
 KW2690                          SUPERSEDED SURVEY CONTROL
 KW2690
 KW2690.No superseded survey control is available for this station.
 KW2690
 KW2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK289570(NAD 83)
 KW2690_MARKER: DB = BENCH MARK DISK
 KW2690_SETTING: 66 = SET IN ROCK OUTCROP
 KW2690_SP_SET: ROCK OUTCROP
 KW2690_STAMPING: B 366 1979
 KW2690_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW2690+STABILITY: POSITION/ELEVATION WELL
 KW2690
 KW2690  HISTORY     - Date     Condition        Report By
 KW2690  HISTORY     - 1979     MONUMENTED       NGS
 KW2690  HISTORY     - 20060218 MARK NOT FOUND   GEOCAC
 KW2690
 KW2690                          STATION DESCRIPTION
 KW2690
 KW2690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KW2690'0.9 MI EAST FROM HOGESTOWN.
 KW2690'0.9 MILE EAST ALONG U.S. HIGHWAY 11 FROM THE JUNCTION OF STATE HIGHWAY
 KW2690'114 AND U.S. HIGHWAY 11 IN HOGESTOWN TO THE MARK ON THE RIGHT, 116
 KW2690'FEET NORTHEAST OF THE NORTHEAST CORNER OF BOS INN AND TAVERN, 92.5
 KW2690'FEET WEST OF POWER POLE NUMBER 73049, 20638, S33341, 76 FEET EAST OF
 KW2690'POWER POLE NUMBER 101972, 20622, S33341, 35 FEET SOUTH OF THE
 KW2690'CENTER LINE OF THE NORTHBOUND LANE OF THE HIGHWAY, AND 20 FEET
 KW2690'SOUTHWEST OF A MANHOLE COVER AND A WATER MAIN SHUT OFF.
 KW2690'THE MARK IS 1 FT  S FROM A WITNESS POST.
 KW2690'THE MARK IS 6 FT ABOVE HIGHWAY.
 KW2690
 KW2690                          STATION RECOVERY (2006)
 KW2690
 KW2690'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2690'TAVERN IS GONE AND NEW BUILDING AND PARKING AREA HAVE BEEN BUILT IN
 KW2690'AREA - AREA OF BANK WHERE MARK SHOULD BE APPEARS TO HAVE BEEN CUT
 KW2690'BACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3897 ***********************************************************************
 JV3897  DESIGNATION -  B 368
 JV3897  PID         -  JV3897
 JV3897  STATE/COUNTY-  PA/LANCASTER
 JV3897  USGS QUAD   -  CONOWINGO DAM (1995)
 JV3897
 JV3897                         *CURRENT SURVEY CONTROL
 JV3897  ___________________________________________________________________
 JV3897* NAD 83(1986)-  39 44 56.     (N)    076 11 23.     (W)     SCALED    
 JV3897* NAVD 88     -       137.507  (meters)     451.14   (feet)  ADJUSTED  
 JV3897  ___________________________________________________________________
 JV3897  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JV3897  DYNAMIC HT  -         137.439 (meters)     450.91  (feet)  COMP
 JV3897  MODELED GRAV-     980,125.5   (mgal)                       NAVD 88
 JV3897
 JV3897  VERT ORDER  -  FIRST     CLASS II
 JV3897
 JV3897.The horizontal coordinates were scaled from a topographic map and have
 JV3897.an estimated accuracy of +/- 6 seconds.
 JV3897
 JV3897.The orthometric height was determined by differential leveling
 JV3897.and adjusted by the National Geodetic Survey in June 1991..
 JV3897
 JV3897.The geoid height was determined by GEOID03.
 JV3897
 JV3897.The dynamic height is computed by dividing the NAVD 88
 JV3897.geopotential number by the normal gravity value computed on the
 JV3897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3897.degrees latitude (g = 980.6199 gals.).
 JV3897
 JV3897.The modeled gravity was interpolated from observed gravity values.
 JV3897
 JV3897;                    North         East    Units  Estimated Accuracy
 JV3897;SPC PA S     -    47,320.      733,720.      MT  (+/- 180 meters Scaled)
 JV3897
 JV3897                          SUPERSEDED SURVEY CONTROL
 JV3897
 JV3897.No superseded survey control is available for this station.
 JV3897
 JV3897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK980005(NAD 83)
 JV3897_MARKER: DB = BENCH MARK DISK
 JV3897_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JV3897_SP_SET: STAINLESS STEEL ROD
 JV3897_STAMPING: B 368 1979
 JV3897_PROJECTION: FLUSH
 JV3897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3897_ROD/PIPE-DEPTH: 3.35 meters
 JV3897
 JV3897  HISTORY     - Date     Condition        Report By
 JV3897  HISTORY     - 1979     MONUMENTED       NGS
 JV3897
 JV3897                          STATION DESCRIPTION
 JV3897
 JV3897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JV3897'6.4 MI NW FROM CONOWINGO DAM.
 JV3897'1.75 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JV3897'STATION AT CONOWINGO DAM, THENCE 4.7 MILES NORTH ALONG A PAVED
 JV3897'ROAD, ALSO 0.5 MILES SOUTH ALONG HIGHWAY 222 FROM THE PEACH
 JV3897'BOTTOM POST OFFICE AT WAKEFIELD, THENCE 1.25 MILES SOUTH ALONG
 JV3897'A PAVED ROAD, AT A T JUNCTION OF A GRAVEL ROAD LEADING EAST
 JV3897'TO A FARM HOUSE, AAT THE TOP OF A HILL, 27 FEET WEST OF THE
 JV3897'CENTER OF THE ROAD, 1 FOOT NORTH OF A CORNER POST OF A 5-WIRE
 JV3897'FENCE, AND ON THE EXTENDED CENTER OF THE GRAVEL ROAD.
 JV3897'NOTE, ROD WAS DRIVEN TO REFUSAL AT DESCRIBED DEPTH.
 JV3897'THE MARK IS 2 FT  W FROM A WITNESS POST.
 JV3897'THE MARK IS 4 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3923 ***********************************************************************
 JV3923  DESIGNATION -  B 369
 JV3923  PID         -  JV3923
 JV3923  STATE/COUNTY-  PA/LANCASTER
 JV3923  USGS QUAD   -  CONESTOGA (1990)
 JV3923
 JV3923                         *CURRENT SURVEY CONTROL
 JV3923  ___________________________________________________________________
 JV3923* NAD 83(1986)-  39 54 56.     (N)    076 20 20.     (W)     SCALED    
 JV3923* NAVD 88     -       133.761  (meters)     438.85   (feet)  ADJUSTED  
 JV3923  ___________________________________________________________________
 JV3923  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 JV3923  DYNAMIC HT  -         133.693 (meters)     438.62  (feet)  COMP
 JV3923  MODELED GRAV-     980,113.4   (mgal)                       NAVD 88
 JV3923
 JV3923  VERT ORDER  -  FIRST     CLASS II
 JV3923
 JV3923.The horizontal coordinates were scaled from a topographic map and have
 JV3923.an estimated accuracy of +/- 6 seconds.
 JV3923
 JV3923.The orthometric height was determined by differential leveling
 JV3923.and adjusted by the National Geodetic Survey in June 1991..
 JV3923
 JV3923.The geoid height was determined by GEOID03.
 JV3923
 JV3923.The dynamic height is computed by dividing the NAVD 88
 JV3923.geopotential number by the normal gravity value computed on the
 JV3923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3923.degrees latitude (g = 980.6199 gals.).
 JV3923
 JV3923.The modeled gravity was interpolated from observed gravity values.
 JV3923
 JV3923;                    North         East    Units  Estimated Accuracy
 JV3923;SPC PA S     -    65,610.      720,640.      MT  (+/- 180 meters Scaled)
 JV3923
 JV3923                          SUPERSEDED SURVEY CONTROL
 JV3923
 JV3923.No superseded survey control is available for this station.
 JV3923
 JV3923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK855192(NAD 83)
 JV3923_MARKER: DB = BENCH MARK DISK
 JV3923_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JV3923_SP_SET: STAINLESS STEEL ROD
 JV3923_STAMPING: B 369 1979
 JV3923_PROJECTION: FLUSH
 JV3923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3923_ROD/PIPE-DEPTH: 4.27 meters
 JV3923
 JV3923  HISTORY     - Date     Condition        Report By
 JV3923  HISTORY     - 1979     MONUMENTED       NGS
 JV3923
 JV3923                          STATION DESCRIPTION
 JV3923
 JV3923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JV3923'0.9 MI NW FROM MARTIC FORGE.
 JV3923'0.95 MILE NORTHWEST ALONG RIVER ROAD FROM THE BRIDGE OVER PEQUEA
 JV3923'CREEK IN MARTIC FORGE, AT THE JUNCTIONS OF PEQUEA CREEK ROAD AND
 JV3923'RIVER HILL ROAD WITH RIVER ROAD, 99 FEET EAST OF THE CENTERLINE OF
 JV3923'RIVER HILL ROAD, 56.5 FEET NORTH OF THE NORTHEAST CORNER OF A TWO-
 JV3923'STORY WHITE HOUSE, 37 FEET WEST OF A 2 INCH STEEL POST SUPPORTING
 JV3923'A SIGN READING PEQUEA CREEK ROAD, 23.5 FEET NORTH OF THE
 JV3923'CENTERLINE OF RIVER ROAD, 2 FEET NORTH OF POWER POLE NUMBER S21514,
 JV3923'AND AT THE EDGE OF A PLOWED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2319 ***********************************************************************
 KW2319  DESIGNATION -  B 37
 KW2319  PID         -  KW2319
 KW2319  STATE/COUNTY-  PA/CENTRE
 KW2319  USGS QUAD   -  BELLEFONTE (1998)
 KW2319
 KW2319                         *CURRENT SURVEY CONTROL
 KW2319  ___________________________________________________________________
 KW2319* NAD 83(1986)-  40 54 51.     (N)    077 46 58.     (W)     SCALED    
 KW2319* NAVD 88     -       223.468  (meters)     733.16   (feet)  ADJUSTED  
 KW2319  ___________________________________________________________________
 KW2319  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KW2319  DYNAMIC HT  -         223.363 (meters)     732.82  (feet)  COMP
 KW2319  MODELED GRAV-     980,150.3   (mgal)                       NAVD 88
 KW2319
 KW2319  VERT ORDER  -  SECOND    CLASS 0
 KW2319
 KW2319.The horizontal coordinates were scaled from a topographic map and have
 KW2319.an estimated accuracy of +/- 6 seconds.
 KW2319
 KW2319.The orthometric height was determined by differential leveling
 KW2319.and adjusted by the National Geodetic Survey in June 1991..
 KW2319
 KW2319.The geoid height was determined by GEOID03.
 KW2319
 KW2319.The dynamic height is computed by dividing the NAVD 88
 KW2319.geopotential number by the normal gravity value computed on the
 KW2319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2319.degrees latitude (g = 980.6199 gals.).
 KW2319
 KW2319.The modeled gravity was interpolated from observed gravity values.
 KW2319
 KW2319;                    North         East    Units  Estimated Accuracy
 KW2319;SPC PA N     -    83,010.      597,240.      MT  (+/- 180 meters Scaled)
 KW2319
 KW2319                          SUPERSEDED SURVEY CONTROL
 KW2319
 KW2319  NGVD 29 (??/??/??)  223.674  (m)          733.84   (f) ADJUSTED    2 0
 KW2319
 KW2319.Superseded values are not recommended for survey control.
 KW2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2319.See file dsdata.txt to determine how the superseded data were derived.
 KW2319
 KW2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL656329(NAD 83)
 KW2319_MARKER: DB = BENCH MARK DISK
 KW2319_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KW2319_SP_SET: BRIDGE PIER
 KW2319_STAMPING: B 37 1934
 KW2319_MARK LOGO: CGS   
 KW2319_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW2319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2319
 KW2319  HISTORY     - Date     Condition        Report By
 KW2319  HISTORY     - 1934     MONUMENTED       CGS
 KW2319  HISTORY     - 19910612 GOOD             LOCENG
 KW2319  HISTORY     - 19960505 MARK NOT FOUND   USPSQD
 KW2319
 KW2319                          STATION DESCRIPTION
 KW2319
 KW2319'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW2319'AT BELLEFONTE.
 KW2319'ON LAMB STREET, ABOUT 248 FEET EAST OF THE CENTER LINE OF THE
 KW2319'PENNSYLVANIA RAILROAD TRACK, AT A 90-FOOT CONCRETE BRIDGE BUILT
 KW2319'IN 1931, IN THE SOUTH END OF THE WEST PIER, 14 FEET SOUTH OF THE
 KW2319'CENTER LINE OF LAMB STREET, AND ABOUT 3 FEET LOWER THAN THE
 KW2319'STREET.
 KW2319
 KW2319                          STATION RECOVERY (1991)
 KW2319
 KW2319'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991 (JS)
 KW2319'RECOVERED AS DESCRIBED.
 KW2319
 KW2319                          STATION RECOVERY (1996)
 KW2319
 KW2319'RECOVERY NOTE BY US POWER SQUADRON 1996
 KW2319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3357 ***********************************************************************
 KV3357  DESIGNATION -  B 371
 KV3357  PID         -  KV3357
 KV3357  STATE/COUNTY-  PA/NORTHAMPTON
 KV3357  USGS QUAD   -  NAZARETH (1992)
 KV3357
 KV3357                         *CURRENT SURVEY CONTROL
 KV3357  ___________________________________________________________________
 KV3357* NAD 83(1986)-  40 39 40.     (N)    075 18 34.     (W)     SCALED    
 KV3357* NAVD 88     -       109.481  (meters)     359.19   (feet)  ADJUSTED  
 KV3357  ___________________________________________________________________
 KV3357  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 KV3357  DYNAMIC HT  -         109.428 (meters)     359.01  (feet)  COMP
 KV3357  MODELED GRAV-     980,141.0   (mgal)                       NAVD 88
 KV3357
 KV3357  VERT ORDER  -  FIRST     CLASS II
 KV3357
 KV3357.The horizontal coordinates were scaled from a topographic map and have
 KV3357.an estimated accuracy of +/- 6 seconds.
 KV3357
 KV3357.The orthometric height was determined by differential leveling
 KV3357.and adjusted by the National Geodetic Survey in June 1991..
 KV3357
 KV3357.The geoid height was determined by GEOID03.
 KV3357
 KV3357.The dynamic height is computed by dividing the NAVD 88
 KV3357.geopotential number by the normal gravity value computed on the
 KV3357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3357.degrees latitude (g = 980.6199 gals.).
 KV3357
 KV3357.The modeled gravity was interpolated from observed gravity values.
 KV3357
 KV3357;                    North         East    Units  Estimated Accuracy
 KV3357;SPC PA S     -   150,280.      806,350.      MT  (+/- 180 meters Scaled)
 KV3357
 KV3357                          SUPERSEDED SURVEY CONTROL
 KV3357
 KV3357.No superseded survey control is available for this station.
 KV3357
 KV3357_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL738011(NAD 83)
 KV3357_MARKER: DB = BENCH MARK DISK
 KV3357_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3357_SP_SET: STAINLESS STEEL ROD
 KV3357_STAMPING: B 371 1979
 KV3357_PROJECTION: RECESSED 10 CENTIMETERS
 KV3357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3357_ROD/PIPE-DEPTH: 4.57 meters
 KV3357
 KV3357  HISTORY     - Date     Condition        Report By
 KV3357  HISTORY     - 1979     MONUMENTED       NGS
 KV3357  HISTORY     - 19941130 MARK NOT FOUND   USPSQD
 KV3357  HISTORY     - 19991014 MARK NOT FOUND   USPSQD
 KV3357
 KV3357                          STATION DESCRIPTION
 KV3357
 KV3357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3357'4.95 MI WEST FROM EASTON.
 KV3357'3.95 MILES SOUTHWEST ALONG FREEMANSBURG AVENUE FROM THE JUNCTION OF
 KV3357'FREEMANSBURG AVENUE AND 25TH STREET IN EASTON, THENCE 1.0 MILE
 KV3357'NORTH ALONG FARMERSVILLE ROAD TO THE MARK ON THE RIGHT, 0.55 MILE
 KV3357'NORTH FROM THE T JUNCTION OF CARTER ROAD, 50.3 FEET NORTHWEST OF THE
 KV3357'NORTHWEST CORNER OF A WHITE 2 STORY HOUSE ON THE PROPERTY OF MR.
 KV3357'K.B. WOODBURY (304 HICKORY GROVE), 36.5 FEET SOUTHEAST AND ACROSS
 KV3357'THE ROAD FROM POWER POLE 9, 21 FEET EAST OF THE CENTER OF THE ROAD,
 KV3357'2 FEET EAST OF POWER POLE NUMBER B-31673 67684 549299 WITH A
 KV3357'TRANSFORNER.
 KV3357'THE MARK IS ABOVE LEVEL WITH ROAD.
 KV3357
 KV3357                          STATION RECOVERY (1994)
 KV3357
 KV3357'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV3357'MARK NOT FOUND.
 KV3357
 KV3357                          STATION RECOVERY (1999)
 KV3357
 KV3357'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV3357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3381 ***********************************************************************
 KV3381  DESIGNATION -  B 372
 KV3381  PID         -  KV3381
 KV3381  STATE/COUNTY-  PA/BERKS
 KV3381  USGS QUAD   -  TOPTON (1992)
 KV3381
 KV3381                         *CURRENT SURVEY CONTROL
 KV3381  ___________________________________________________________________
 KV3381* NAD 83(1986)-  40 30 10.     (N)    075 41 26.     (W)     SCALED    
 KV3381* NAVD 88     -       150.496  (meters)     493.75   (feet)  ADJUSTED  
 KV3381  ___________________________________________________________________
 KV3381  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 KV3381  DYNAMIC HT  -         150.418 (meters)     493.50  (feet)  COMP
 KV3381  MODELED GRAV-     980,104.4   (mgal)                       NAVD 88
 KV3381
 KV3381  VERT ORDER  -  FIRST     CLASS II
 KV3381
 KV3381.The horizontal coordinates were scaled from a topographic map and have
 KV3381.an estimated accuracy of +/- 6 seconds.
 KV3381
 KV3381.The orthometric height was determined by differential leveling
 KV3381.and adjusted by the National Geodetic Survey in June 1991..
 KV3381
 KV3381.The geoid height was determined by GEOID03.
 KV3381
 KV3381.The dynamic height is computed by dividing the NAVD 88
 KV3381.geopotential number by the normal gravity value computed on the
 KV3381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3381.degrees latitude (g = 980.6199 gals.).
 KV3381
 KV3381.The modeled gravity was interpolated from observed gravity values.
 KV3381
 KV3381;                    North         East    Units  Estimated Accuracy
 KV3381;SPC PA S     -   131,890.      774,540.      MT  (+/- 180 meters Scaled)
 KV3381
 KV3381                          SUPERSEDED SURVEY CONTROL
 KV3381
 KV3381.No superseded survey control is available for this station.
 KV3381
 KV3381_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK414837(NAD 83)
 KV3381_MARKER: DB = BENCH MARK DISK
 KV3381_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3381_SP_SET: STAINLESS STEEL ROD
 KV3381_STAMPING: B 372 1979
 KV3381_PROJECTION: RECESSED 10 CENTIMETERS
 KV3381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3381_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3381+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2003
 KV3381_ROD/PIPE-DEPTH: 4.57 meters
 KV3381
 KV3381  HISTORY     - Date     Condition        Report By
 KV3381  HISTORY     - 1979     MONUMENTED       NGS
 KV3381  HISTORY     - 19991114 GOOD             USPSQD
 KV3381  HISTORY     - 20031227 GOOD             USPSQD
 KV3381
 KV3381                          STATION DESCRIPTION
 KV3381
 KV3381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3381'IN TOPTON.
 KV3381'IN TOPTON, 0.5 MILE EAST ALONG WEIS STREET FROM THE JUNCTION OF SOUTH
 KV3381'HOME AVENUE, ALSO 1.45 MILES WEST OF THE POST OFFICE IN MERZTOWN,
 KV3381'AT THE REAR OF THE NORTHEAST CORNER OF HOUSE NUMBER 423 OWNED BY
 KV3381'MR. ROBERT A SMITH, 192 FEET NORTH OF THE NORTH CURB OF WEIS STREET,
 KV3381'77.5 FEET NORTHWEST OF A FIRE HYDRANT, AND 3 FEET NORTHEAST OF THE
 KV3381'NORTHEAST CORNER OF THE HOUSE.
 KV3381'THE MARK IS 2 FT BELOW STREET.
 KV3381
 KV3381                          STATION RECOVERY (1999)
 KV3381
 KV3381'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV3381'RECOVERED IN GOOD CONDITION.
 KV3381
 KV3381                          STATION RECOVERY (2003)
 KV3381
 KV3381'RECOVERY NOTE BY US POWER SQUADRON 2003
 KV3381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1597 ***********************************************************************
 KW1597  DESIGNATION -  B 38
 KW1597  PID         -  KW1597
 KW1597  STATE/COUNTY-  PA/CENTRE
 KW1597  USGS QUAD   -  COBURN (1973)
 KW1597
 KW1597                         *CURRENT SURVEY CONTROL
 KW1597  ___________________________________________________________________
 KW1597* NAD 83(1986)-  40 50 54.     (N)    077 27 03.     (W)     SCALED    
 KW1597* NAVD 88     -       307.588  (meters)    1009.14   (feet)  ADJUSTED  
 KW1597  ___________________________________________________________________
 KW1597  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 KW1597  DYNAMIC HT  -         307.438 (meters)    1008.65  (feet)  COMP
 KW1597  MODELED GRAV-     980,126.7   (mgal)                       NAVD 88
 KW1597
 KW1597  VERT ORDER  -  SECOND    CLASS 0
 KW1597
 KW1597.The horizontal coordinates were scaled from a topographic map and have
 KW1597.an estimated accuracy of +/- 6 seconds.
 KW1597
 KW1597.The orthometric height was determined by differential leveling
 KW1597.and adjusted by the National Geodetic Survey in June 1991..
 KW1597
 KW1597.The geoid height was determined by GEOID03.
 KW1597
 KW1597.The dynamic height is computed by dividing the NAVD 88
 KW1597.geopotential number by the normal gravity value computed on the
 KW1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1597.degrees latitude (g = 980.6199 gals.).
 KW1597
 KW1597.The modeled gravity was interpolated from observed gravity values.
 KW1597
 KW1597;                    North         East    Units  Estimated Accuracy
 KW1597;SPC PA N     -    75,750.      625,230.      MT  (+/- 180 meters Scaled)
 KW1597
 KW1597                          SUPERSEDED SURVEY CONTROL
 KW1597
 KW1597  NGVD 29 (??/??/??)  307.797  (m)         1009.83   (f) ADJUSTED    2 0
 KW1597
 KW1597.Superseded values are not recommended for survey control.
 KW1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1597.See file dsdata.txt to determine how the superseded data were derived.
 KW1597
 KW1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL934248(NAD 83)
 KW1597_MARKER: DB = BENCH MARK DISK
 KW1597_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1597_SP_SET: ABUTMENT
 KW1597_STAMPING: B 38 1934
 KW1597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1597
 KW1597  HISTORY     - Date     Condition        Report By
 KW1597  HISTORY     - 1934     MONUMENTED       CGS
 KW1597
 KW1597                          STATION DESCRIPTION
 KW1597
 KW1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1597'1.3 MI E FROM COBURN.
 KW1597'3,500 FEET EAST OF MILEPOST 36, AT 180 FOOT GIRDER BRIDGE 35+27,
 KW1597'IN THE SOUTH END OF THE EAST ABUTMENT, 4 FEET SOUTH OF THE
 KW1597'SOUTH RAIL, AND ABOUT 5 FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1680 ***********************************************************************
 KW1680  DESIGNATION -  B 39
 KW1680  PID         -  KW1680
 KW1680  STATE/COUNTY-  PA/MIFFLIN
 KW1680  USGS QUAD   -  ALFARATA (1978)
 KW1680
 KW1680                         *CURRENT SURVEY CONTROL
 KW1680  ___________________________________________________________________
 KW1680* NAD 83(1986)-  40 38 30.     (N)    077 28 32.     (W)     SCALED    
 KW1680* NAVD 88     -       168.173  (meters)     551.75   (feet)  ADJUSTED  
 KW1680  ___________________________________________________________________
 KW1680  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 KW1680  DYNAMIC HT  -         168.093 (meters)     551.49  (feet)  COMP
 KW1680  MODELED GRAV-     980,147.3   (mgal)                       NAVD 88
 KW1680
 KW1680  VERT ORDER  -  SECOND    CLASS 0
 KW1680
 KW1680.The horizontal coordinates were scaled from a topographic map and have
 KW1680.an estimated accuracy of +/- 6 seconds.
 KW1680
 KW1680.The orthometric height was determined by differential leveling
 KW1680.and adjusted by the National Geodetic Survey in June 1991..
 KW1680
 KW1680.The geoid height was determined by GEOID03.
 KW1680
 KW1680.The dynamic height is computed by dividing the NAVD 88
 KW1680.geopotential number by the normal gravity value computed on the
 KW1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1680.degrees latitude (g = 980.6199 gals.).
 KW1680
 KW1680.The modeled gravity was interpolated from observed gravity values.
 KW1680
 KW1680;                    North         East    Units  Estimated Accuracy
 KW1680;SPC PA S     -   145,310.      623,210.      MT  (+/- 180 meters Scaled)
 KW1680
 KW1680                          SUPERSEDED SURVEY CONTROL
 KW1680
 KW1680  NGVD 29 (??/??/??)  168.389  (m)          552.46   (f) ADJUSTED    2 0
 KW1680
 KW1680.Superseded values are not recommended for survey control.
 KW1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1680.See file dsdata.txt to determine how the superseded data were derived.
 KW1680
 KW1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL906019(NAD 83)
 KW1680_MARKER: DB = BENCH MARK DISK
 KW1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1680_STAMPING: B 39 1934
 KW1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1680+STABILITY: SURFACE MOTION
 KW1680
 KW1680  HISTORY     - Date     Condition        Report By
 KW1680  HISTORY     - 1934     MONUMENTED       CGS
 KW1680  HISTORY     - 1966     MARK NOT FOUND   USGS
 KW1680
 KW1680                          STATION DESCRIPTION
 KW1680
 KW1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1680'7 MI E FROM LEWISTOWN.
 KW1680'7.0 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM LEWISTOWN,
 KW1680'40 FEET WEST OF MILEPOST 7, 150 FEET SOUTHWEST OF A FRAME SHANTY,
 KW1680'20 FEET EAST OF A PRIVATE ROAD LEADING TO A BARN, 25 FEET SOUTH
 KW1680'OF THE CENTER LINE OF THE TRACK, 6 FEET EAST OF A POLE, AND 2.5
 KW1680'FEET HIGHER THAN THE TOP OF THE RAIL.  SET IN THE TOP OF A CONCRETE
 KW1680'POST.
 KW1680
 KW1680                          STATION RECOVERY (1966)
 KW1680
 KW1680'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KW1680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2908 ***********************************************************************
 KV2908  DESIGNATION -  B 397
 KV2908  PID         -  KV2908
 KV2908  STATE/COUNTY-  PA/NORTHAMPTON
 KV2908  USGS QUAD   -  EASTON (1994)
 KV2908
 KV2908                         *CURRENT SURVEY CONTROL
 KV2908  ___________________________________________________________________
 KV2908* NAD 83(1986)-  40 40 28.     (N)    075 14 44.     (W)     SCALED    
 KV2908* NAVD 88     -       100.805  (meters)     330.72   (feet)  ADJUSTED  
 KV2908  ___________________________________________________________________
 KV2908  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 KV2908  DYNAMIC HT  -         100.757 (meters)     330.57  (feet)  COMP
 KV2908  MODELED GRAV-     980,153.4   (mgal)                       NAVD 88
 KV2908  OBS GRAVITY -     980,150.3   (mgal)                       GRAV_OBS
 KV2908
 KV2908  VERT ORDER  -  FIRST     CLASS II
 KV2908
 KV2908.The horizontal coordinates were scaled from a topographic map and have
 KV2908.an estimated accuracy of +/- 6 seconds.
 KV2908
 KV2908.The orthometric height was determined by differential leveling
 KV2908.and adjusted by the National Geodetic Survey in June 1991..
 KV2908
 KV2908.The geoid height was determined by GEOID03.
 KV2908
 KV2908.The dynamic height is computed by dividing the NAVD 88
 KV2908.geopotential number by the normal gravity value computed on the
 KV2908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2908.degrees latitude (g = 980.6199 gals.).
 KV2908
 KV2908.The modeled gravity was interpolated from observed gravity values.
 KV2908.The observed gravity was obtained from relative gravimeter ties
 KV2908.to the IGSN71 gravity network.
 KV2908
 KV2908;                    North         East    Units  Estimated Accuracy
 KV2908;SPC PA S     -   151,910.      811,710.      MT  (+/- 180 meters Scaled)
 KV2908
 KV2908                          SUPERSEDED SURVEY CONTROL
 KV2908
 KV2908  NGVD 29 (01/10/92)  101.019  (m)          331.43   (f) ADJUSTED    1 2
 KV2908
 KV2908.Superseded values are not recommended for survey control.
 KV2908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2908.See file dsdata.txt to determine how the superseded data were derived.
 KV2908
 KV2908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL792026(NAD 83)
 KV2908_MARKER: I = METAL ROD
 KV2908_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KV2908_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KV2908_STAMPING: B 397 1978
 KV2908_PROJECTION: FLUSH
 KV2908_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV2908+STABILITY: POSITION/ELEVATION WELL
 KV2908_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2908+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1995
 KV2908_ROD/PIPE-DEPTH: 4.57 meters
 KV2908_SLEEVE-DEPTH  : 3.05 meters
 KV2908
 KV2908  HISTORY     - Date     Condition        Report By
 KV2908  HISTORY     - 1978     MONUMENTED       NGS
 KV2908  HISTORY     - 1978     GOOD             NGS
 KV2908  HISTORY     - 19950105 MARK NOT FOUND   NJGS
 KV2908  HISTORY     - 19991114 MARK NOT FOUND   USPSQD
 KV2908
 KV2908                          STATION DESCRIPTION
 KV2908
 KV2908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2908'IN WILSON.
 KV2908'ABOUT 500 FEET SOUTH ALONG 25TH STREET FROM ITS INTERSECTION WITH
 KV2908'FREEMANSBURG ROAD, 39 FEET NORTH OF THE NORTH RAIL OF THE LEHIGH
 KV2908'VALLEY RAILROAD CROSSING, 39 FEET EAST OF THE CENTERLINE OF 25TH
 KV2908'STREET, 26 FEET EAST OF POWER LINE POLE 741, AND 12 FEET SOUTH OF
 KV2908'THE SOUTHWEST CORNER OF THE VICTOR BALATA BELTING COMPANY OFFICE
 KV2908'BUILDING.  THIS MARK HAS BEEN DESIGNATED A BASIC NET A LEVEL
 KV2908'LINE JUNCTION.
 KV2908
 KV2908                          STATION RECOVERY (1978)
 KV2908
 KV2908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV2908'000
 KV2908'ABOUT 500 FEET SOUTH ALONG 25 TH STREET FROM ITS INTERSECTION WITH
 KV2908'FREEMANSBURG ROAD, 39 FEET NORTH OF THE NORTH RAIL OF THE LEHIGH
 KV2908'VALLEY RAILROAD CROSSING, 39 FEET EAST OF THE CENTERLINE OF 25 TH
 KV2908'STREET, 26 FEET EAST OF POWER LINE POLE 741, AND 12 FEET SOUTH OF THE
 KV2908'SOUTHWEST CORNER OF THE VICTOR BALATA BELTING COMPANY OFFICE BUILDING
 KV2908'THIS MARK HAS BEEN DESIGNATED A BASIC NET A LEVEL LINE JUNCTION.
 KV2908'THE MARK IS ABOVE LEVEL WITH STREET.
 KV2908
 KV2908                          STATION RECOVERY (1995)
 KV2908
 KV2908'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV2908'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV2908'SEARCH BY A TWO MAN PARTY.  THE AREA APPEARS TO HAVE BEEN DISTURBED
 KV2908'SINCE THE LAST RECOVERY.
 KV2908
 KV2908                          STATION RECOVERY (1999)
 KV2908
 KV2908'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV2908'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1829 ***********************************************************************
 KW1829  DESIGNATION -  B 4
 KW1829  PID         -  KW1829
 KW1829  STATE/COUNTY-  PA/CUMBERLAND
 KW1829  USGS QUAD   -  PLAINFIELD (1975)
 KW1829
 KW1829                         *CURRENT SURVEY CONTROL
 KW1829  ___________________________________________________________________
 KW1829* NAD 83(1986)-  40 11 44.     (N)    077 17 15.     (W)     SCALED    
 KW1829* NAVD 88     -       154.966  (meters)     508.42   (feet)  ADJUSTED  
 KW1829  ___________________________________________________________________
 KW1829  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 KW1829  DYNAMIC HT  -         154.886 (meters)     508.16  (feet)  COMP
 KW1829  MODELED GRAV-     980,108.2   (mgal)                       NAVD 88
 KW1829
 KW1829  VERT ORDER  -  FIRST     CLASS II
 KW1829
 KW1829.The horizontal coordinates were scaled from a topographic map and have
 KW1829.an estimated accuracy of +/- 6 seconds.
 KW1829
 KW1829.The orthometric height was determined by differential leveling
 KW1829.and adjusted by the National Geodetic Survey in June 1991..
 KW1829
 KW1829.The geoid height was determined by GEOID03.
 KW1829
 KW1829.The dynamic height is computed by dividing the NAVD 88
 KW1829.geopotential number by the normal gravity value computed on the
 KW1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1829.degrees latitude (g = 980.6199 gals.).
 KW1829
 KW1829.The modeled gravity was interpolated from observed gravity values.
 KW1829
 KW1829;                    North         East    Units  Estimated Accuracy
 KW1829;SPC PA S     -    95,840.      639,380.      MT  (+/- 180 meters Scaled)
 KW1829
 KW1829                          SUPERSEDED SURVEY CONTROL
 KW1829
 KW1829  NGVD 29 (??/??/??)  155.175  (m)          509.10   (f) ADJUSTED    1 2
 KW1829
 KW1829.Superseded values are not recommended for survey control.
 KW1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1829.See file dsdata.txt to determine how the superseded data were derived.
 KW1829
 KW1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK052519(NAD 83)
 KW1829_MARKER: DB = BENCH MARK DISK
 KW1829_SETTING: 66 = SET IN ROCK OUTCROP
 KW1829_SP_SET: ROCK LEDGE
 KW1829_STAMPING: 509.103 B 4 1931
 KW1829_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW1829+STABILITY: POSITION/ELEVATION WELL
 KW1829
 KW1829  HISTORY     - Date     Condition        Report By
 KW1829  HISTORY     - 1931     MONUMENTED       CGS
 KW1829  HISTORY     - 1952     GOOD             CGS
 KW1829  HISTORY     - 1979     GOOD             NGS
 KW1829
 KW1829                          STATION DESCRIPTION
 KW1829
 KW1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KW1829'AT GREASON.
 KW1829'AT GREASON, CUMBERLAND COUNTY, 28 RAILS EAST OF THE TICKET
 KW1829'WINDOW OF THE PENNSYLVANIA RAILROAD STATION, 4-1/2 RAILS EAST OF
 KW1829'A WHISTLE POST, 16 FEET NORTH OF THE NORTH RAIL OF THE DOUBLE
 KW1829'TRACK, IN A ROCK LEDGE, AND 2 FEET HIGHER THAN THE TRACK.  A
 KW1829'STANDARD DISK, STAMPED 509.103 B 4 1931.  THE MARK IS 29 FEET
 KW1829'NNW OF N RAIL, 45 FEET ENE OF FENCE LINE, 223 FEET ENE OF SMALL
 KW1829'SHED.
 KW1829
 KW1829                          STATION RECOVERY (1979)
 KW1829
 KW1829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW1829'NOTE--EXCLUDE SHED MEASUREMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0026 ***********************************************************************
 KW0026  DESIGNATION -  B 40
 KW0026  PID         -  KW0026
 KW0026  STATE/COUNTY-  PA/SCHUYLKILL
 KW0026  USGS QUAD   -  ASHLAND (1984)
 KW0026
 KW0026                         *CURRENT SURVEY CONTROL
 KW0026  ___________________________________________________________________
 KW0026* NAD 83(1986)-  40 47 27.     (N)    076 16 59.     (W)     SCALED    
 KW0026* NAVD 88     -       312.880  (meters)    1026.51   (feet)  ADJUSTED  
 KW0026  ___________________________________________________________________
 KW0026  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KW0026  DYNAMIC HT  -         312.727 (meters)    1026.01  (feet)  COMP
 KW0026  MODELED GRAV-     980,129.7   (mgal)                       NAVD 88
 KW0026
 KW0026  VERT ORDER  -  SECOND    CLASS 0
 KW0026
 KW0026.The horizontal coordinates were scaled from a topographic map and have
 KW0026.an estimated accuracy of +/- 6 seconds.
 KW0026
 KW0026.The orthometric height was determined by differential leveling
 KW0026.and adjusted by the National Geodetic Survey in June 1991..
 KW0026
 KW0026.The geoid height was determined by GEOID03.
 KW0026
 KW0026.The dynamic height is computed by dividing the NAVD 88
 KW0026.geopotential number by the normal gravity value computed on the
 KW0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0026.degrees latitude (g = 980.6199 gals.).
 KW0026
 KW0026.The modeled gravity was interpolated from observed gravity values.
 KW0026
 KW0026;                    North         East    Units  Estimated Accuracy
 KW0026;SPC PA S     -   162,860.      723,800.      MT  (+/- 180 meters Scaled)
 KW0026
 KW0026                          SUPERSEDED SURVEY CONTROL
 KW0026
 KW0026  NGVD 29 (??/??/??)  313.093  (m)         1027.21   (f) ADJUSTED    2 0
 KW0026
 KW0026.Superseded values are not recommended for survey control.
 KW0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0026.See file dsdata.txt to determine how the superseded data were derived.
 KW0026
 KW0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL917163(NAD 83)
 KW0026_MARKER: DB = BENCH MARK DISK
 KW0026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0026_SP_SET: SEMAPHORE
 KW0026_STAMPING: B 40 1934
 KW0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0026
 KW0026  HISTORY     - Date     Condition        Report By
 KW0026  HISTORY     - 1934     MONUMENTED       CGS
 KW0026  HISTORY     - 1981     GOOD             PADT
 KW0026
 KW0026                          STATION DESCRIPTION
 KW0026
 KW0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0026'AT GIRARDVILLE.
 KW0026'AT GIRARDVILLE, SCHUYLKILL COUNTY, ABOUT 400 FEET NORTH OF THE
 KW0026'READING CO. RAILWAY STATION, IN THE BASE OF SEMAPHORE 19, 10
 KW0026'FEET WEST OF THE CENTER LINE OF THE SOUTH-BOUND TRACK, AND ABOUT
 KW0026'LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED B 40
 KW0026'1934.
 KW0026
 KW0026                          STATION RECOVERY (1981)
 KW0026
 KW0026'RECOVERY NOTE BY PA DEPT OF TRANSP 1981
 KW0026'150 FT S.E OF THE END OF SOUTH SECOND ST. IN GIRARDVILLE, PA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2398 ***********************************************************************
 LY2398  DESIGNATION -  B 400
 LY2398  PID         -  LY2398
 LY2398  STATE/COUNTY-  PA/SUSQUEHANNA
 LY2398  USGS QUAD   -  SUSQUEHANNA (1994)
 LY2398
 LY2398                         *CURRENT SURVEY CONTROL
 LY2398  ___________________________________________________________________
 LY2398* NAD 83(1986)-  41 59 18.     (N)    075 35 01.     (W)     SCALED    
 LY2398* NAVD 88     -       348.807  (meters)    1144.38   (feet)  ADJUSTED  
 LY2398  ___________________________________________________________________
 LY2398  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 LY2398  DYNAMIC HT  -         348.682 (meters)    1143.97  (feet)  COMP
 LY2398  MODELED GRAV-     980,253.0   (mgal)                       NAVD 88
 LY2398
 LY2398  VERT ORDER  -  FIRST     CLASS II
 LY2398
 LY2398.The horizontal coordinates were scaled from a topographic map and have
 LY2398.an estimated accuracy of +/- 6 seconds.
 LY2398
 LY2398.The orthometric height was determined by differential leveling
 LY2398.and adjusted by the National Geodetic Survey in June 1991..
 LY2398
 LY2398.The geoid height was determined by GEOID03.
 LY2398
 LY2398.The dynamic height is computed by dividing the NAVD 88
 LY2398.geopotential number by the normal gravity value computed on the
 LY2398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2398.degrees latitude (g = 980.6199 gals.).
 LY2398
 LY2398.The modeled gravity was interpolated from observed gravity values.
 LY2398
 LY2398;                    North         East    Units  Estimated Accuracy
 LY2398;SPC PA N     -   204,550.      779,500.      MT  (+/- 180 meters Scaled)
 LY2398
 LY2398                          SUPERSEDED SURVEY CONTROL
 LY2398
 LY2398.No superseded survey control is available for this station.
 LY2398
 LY2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM516486(NAD 83)
 LY2398_MARKER: I = METAL ROD
 LY2398_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2398_SP_SET: STAINLESS STEEL ROD
 LY2398_STAMPING: B 400 1982
 LY2398_MARK LOGO: NGS   
 LY2398_PROJECTION: FLUSH
 LY2398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2398_ROD/PIPE-DEPTH: 2.4  meters
 LY2398
 LY2398  HISTORY     - Date     Condition        Report By
 LY2398  HISTORY     - 1982     MONUMENTED       NGS
 LY2398
 LY2398                          STATION DESCRIPTION
 LY2398
 LY2398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2398'4.0 KM (2.5 MI) NE FROM LANESBORO.
 LY2398'1.6 KM (1.0 MI) NORTH ALONG MAIN STREET FROM THE JUNCTION OF STATE
 LY2398'HIGHWAY 171 IN LANESBORO, THENCE 2.4 KM (1.50 MI) NORTHEAST ALONG
 LY2398'VINEGAR HILL ROAD, TO THE MARK ON THE LEFT, 6.40 METERS (20.9 FT) WEST
 LY2398'OF THE CENTER OF THE ROAD, 0.82 METER (2.6 FT) NORTHWEST OF UTILITY
 LY2398'POLE NUMBER 4 H-408-6 B-40.  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE
 LY2398'THE ROD, ROD DRIVEN TO REFUSAL AND EMBEDDED AT 2.4 METERS.
 LY2398'THE MARK IS 0.43 METERS  SE FROM A WITNESS POST.
 LY2398'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1774 ***********************************************************************
 KX1774  DESIGNATION -  B 401
 KX1774  PID         -  KX1774
 KX1774  STATE/COUNTY-  PA/ARMSTRONG
 KX1774  USGS QUAD   -  MOSGROVE (1993)
 KX1774
 KX1774                         *CURRENT SURVEY CONTROL
 KX1774  ___________________________________________________________________
 KX1774* NAD 83(1986)-  40 51 48.     (N)    079 28 53.     (W)     SCALED    
 KX1774* NAVD 88     -       250.779  (meters)     822.76   (feet)  ADJUSTED  
 KX1774  ___________________________________________________________________
 KX1774  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 KX1774  DYNAMIC HT  -         250.655 (meters)     822.36  (feet)  COMP
 KX1774  MODELED GRAV-     980,126.6   (mgal)                       NAVD 88
 KX1774
 KX1774  VERT ORDER  -  FIRST     CLASS II
 KX1774
 KX1774.The horizontal coordinates were scaled from a topographic map and have
 KX1774.an estimated accuracy of +/- 6 seconds.
 KX1774
 KX1774.The orthometric height was determined by differential leveling
 KX1774.and adjusted by the National Geodetic Survey in June 1991..
 KX1774
 KX1774.The geoid height was determined by GEOID03.
 KX1774
 KX1774.The dynamic height is computed by dividing the NAVD 88
 KX1774.geopotential number by the normal gravity value computed on the
 KX1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1774.degrees latitude (g = 980.6199 gals.).
 KX1774
 KX1774.The modeled gravity was interpolated from observed gravity values.
 KX1774
 KX1774;                    North         East    Units  Estimated Accuracy
 KX1774;SPC PA S     -   171,320.      454,040.      MT  (+/- 180 meters Scaled)
 KX1774
 KX1774                          SUPERSEDED SURVEY CONTROL
 KX1774
 KX1774  NGVD 29 (06/03/92)  250.956  (m)          823.34   (f) ADJUSTED    1 2
 KX1774
 KX1774.Superseded values are not recommended for survey control.
 KX1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1774.See file dsdata.txt to determine how the superseded data were derived.
 KX1774
 KX1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF279246(NAD 83)
 KX1774_MARKER: DB = BENCH MARK DISK
 KX1774_SETTING: 66 = SET IN ROCK OUTCROP
 KX1774_SP_SET: ROCK OUTCROP
 KX1774_STAMPING: B 401 1982
 KX1774_MARK LOGO: NGS   
 KX1774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX1774+STABILITY: POSITION/ELEVATION WELL
 KX1774
 KX1774  HISTORY     - Date     Condition        Report By
 KX1774  HISTORY     - 1982     MONUMENTED       NGS
 KX1774  HISTORY     - 1982     GOOD             NGS
 KX1774  HISTORY     - 1983     GOOD             NGS
 KX1774
 KX1774                          STATION DESCRIPTION
 KX1774
 KX1774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1774'0.8 KM (0.5 MI) SW FROM MOSGROVE.
 KX1774'0.8 KM (0.5 MI) SOUTHWEST ALONG KITTANNING, TEMPLETON RIVER ROAD FROM
 KX1774'THE CHESAPEAKE AND OHIO RAILROAD BRIDGE OVER THE ALLEGHENY RIVER IN
 KX1774'MOSGROVE TO THE MARK ON THE LEFT, IN THE TOP OF THE BASE OF A
 KX1774'4.57 METER (15.0 FT) HIGH ROCK OUTCROP, 0.2 KM (0.1 MI) NORTHEAST OF
 KX1774'JUNCTION OF HAYS RUN ROAD, 9.75 METERS (32.0 FT) NORTHEAST OF A
 KX1774'TELEPHONE POLE, 6.09 METERS (20.0 FT) SOUTHEAST OF THE CENTER OF THE
 KX1774'ROAD, AND 1.52 METERS (5.0 FT) EAST NORTHEAST OF THE EAST CORNER OF
 KX1774'THE STONE HEADWALL OF A CULVERT.
 KX1774'THE MARK IS 0.36 METERS  SW FROM A WITNESS POST.
 KX1774'THE MARK IS 0.30 M ABOVE ROAD.
 KX1774
 KX1774                          STATION RECOVERY (1982)
 KX1774
 KX1774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KX1774'RECOVERED IN GOOD CONDITION.
 KX1774
 KX1774                          STATION RECOVERY (1983)
 KX1774
 KX1774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1813 ***********************************************************************
 KX1813  DESIGNATION -  B 402
 KX1813  PID         -  KX1813
 KX1813  STATE/COUNTY-  PA/ARMSTRONG
 KX1813  USGS QUAD   -  PLUMVILLE (1977)
 KX1813
 KX1813                         *CURRENT SURVEY CONTROL
 KX1813  ___________________________________________________________________
 KX1813* NAD 83(1986)-  40 48 12.     (N)    079 14 35.     (W)     SCALED    
 KX1813* NAVD 88     -       357.712  (meters)    1173.59   (feet)  ADJUSTED  
 KX1813  ___________________________________________________________________
 KX1813  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KX1813  DYNAMIC HT  -         357.534 (meters)    1173.01  (feet)  COMP
 KX1813  MODELED GRAV-     980,116.1   (mgal)                       NAVD 88
 KX1813
 KX1813  VERT ORDER  -  FIRST     CLASS II
 KX1813
 KX1813.The horizontal coordinates were scaled from a topographic map and have
 KX1813.an estimated accuracy of +/- 6 seconds.
 KX1813
 KX1813.The orthometric height was determined by differential leveling
 KX1813.and adjusted by the National Geodetic Survey in June 1991..
 KX1813
 KX1813.The geoid height was determined by GEOID03.
 KX1813
 KX1813.The dynamic height is computed by dividing the NAVD 88
 KX1813.geopotential number by the normal gravity value computed on the
 KX1813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1813.degrees latitude (g = 980.6199 gals.).
 KX1813
 KX1813.The modeled gravity was interpolated from observed gravity values.
 KX1813
 KX1813;                    North         East    Units  Estimated Accuracy
 KX1813;SPC PA S     -   164,290.      474,020.      MT  (+/- 180 meters Scaled)
 KX1813
 KX1813                          SUPERSEDED SURVEY CONTROL
 KX1813
 KX1813  NGVD 29 (06/03/92)  357.883  (m)         1174.15   (f) ADJUSTED    1 2
 KX1813
 KX1813.Superseded values are not recommended for survey control.
 KX1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1813.See file dsdata.txt to determine how the superseded data were derived.
 KX1813
 KX1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF482184(NAD 83)
 KX1813_MARKER: I = METAL ROD
 KX1813_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KX1813_SP_SET: STAINLESS STEEL ROD
 KX1813_STAMPING: B 402 1982
 KX1813_MARK LOGO: NGS   
 KX1813_PROJECTION: FLUSH
 KX1813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1813_ROD/PIPE-DEPTH: 5.5  meters
 KX1813
 KX1813  HISTORY     - Date     Condition        Report By
 KX1813  HISTORY     - 1982     MONUMENTED       NGS
 KX1813
 KX1813                          STATION DESCRIPTION
 KX1813
 KX1813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1813'6.6 KM (4.1 MI) EAST FROM RURAL VALLEY.
 KX1813'6.6 KM (4.1 MI) EAST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF WATER
 KX1813'STREET IN RURAL VALLEY, TO THE MARK ON THE LEFT, AT A SIDE ROAD LEFT,
 KX1813'ON THE NORTH SIDE OF A POWER POLE, 7.3 METERS (24.0 FT) NORTH OF THE
 KX1813'CENTER OF HIGHWAY 85, 2.3 METERS (7.6 FT) SOUTH OF THE END OF A GUARD
 KX1813'RAIL, AND 0.91 METERS (3.0 FT) NORTH OF A POWER POLE WITH A CROSS.
 KX1813'THE MARK IS 0.76 METERS  E FROM A WITNESS POST.
 KX1813'THE MARK IS 0.36 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1848 ***********************************************************************
 KX1848  DESIGNATION -  B 403
 KX1848  PID         -  KX1848
 KX1848  STATE/COUNTY-  PA/JEFFERSON
 KX1848  USGS QUAD   -  PUNXSUTAWNEY (1994)
 KX1848
 KX1848                         *CURRENT SURVEY CONTROL
 KX1848  ___________________________________________________________________
 KX1848* NAD 83(1986)-  40 55 49.     (N)    078 58 52.     (W)     SCALED    
 KX1848* NAVD 88     -       448.611  (meters)    1471.82   (feet)  ADJUSTED  
 KX1848  ___________________________________________________________________
 KX1848  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KX1848  DYNAMIC HT  -         448.395 (meters)    1471.11  (feet)  COMP
 KX1848  MODELED GRAV-     980,127.4   (mgal)                       NAVD 88
 KX1848
 KX1848  VERT ORDER  -  FIRST     CLASS II
 KX1848
 KX1848.The horizontal coordinates were scaled from a topographic map and have
 KX1848.an estimated accuracy of +/- 6 seconds.
 KX1848
 KX1848.The orthometric height was determined by differential leveling
 KX1848.and adjusted by the National Geodetic Survey in June 1991..
 KX1848
 KX1848.The geoid height was determined by GEOID03.
 KX1848
 KX1848.The dynamic height is computed by dividing the NAVD 88
 KX1848.geopotential number by the normal gravity value computed on the
 KX1848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1848.degrees latitude (g = 980.6199 gals.).
 KX1848
 KX1848.The modeled gravity was interpolated from observed gravity values.
 KX1848
 KX1848;                    North         East    Units  Estimated Accuracy
 KX1848;SPC PA N     -    85,540.      496,320.      MT  (+/- 180 meters Scaled)
 KX1848
 KX1848                          SUPERSEDED SURVEY CONTROL
 KX1848
 KX1848  NGVD 29 (06/03/92)  448.777  (m)         1472.36   (f) ADJUSTED    1 2
 KX1848
 KX1848.Superseded values are not recommended for survey control.
 KX1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1848.See file dsdata.txt to determine how the superseded data were derived.
 KX1848
 KX1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF699329(NAD 83)
 KX1848_MARKER: I = METAL ROD
 KX1848_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KX1848_SP_SET: STAINLESS STEEL ROD
 KX1848_STAMPING: B 403 1982
 KX1848_MARK LOGO: NGS   
 KX1848_PROJECTION: FLUSH
 KX1848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1848_ROD/PIPE-DEPTH: 3.9  meters
 KX1848
 KX1848  HISTORY     - Date     Condition        Report By
 KX1848  HISTORY     - 1982     MONUMENTED       NGS
 KX1848
 KX1848                          STATION DESCRIPTION
 KX1848
 KX1848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1848'2.0 KM (1.25 MI) SW FROM PUNXSUTAWNEY.
 KX1848'2.0 KM (1.25 MI) SOUTHWEST ALONG STATE HIGHWAY 119 SOUTH FROM THE
 KX1848'CIVIC CENTER AND MUNICIPAL COMPLEX CENTER IN PUNXSUTAWNEY, TO THE MARK
 KX1848'ON THE LEFT AT THE END OF THE EAST GUARD RAIL.  DRIVEN TO REFUSAL.
 KX1848'14.6 METERS (48.0 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 119.
 KX1848'8.9 METERS (29.5 FT) NORTHEAST OF GAS LINE PIPE.  7.2 METERS (23.5
 KX1848'FT) SOUTHWEST OF A SIGN READING TRUCKS OVER 21,000 LBS. GROSS WEIGHT.
 KX1848'6.1 METERS (20.0 FT) NORTHEAST OF SOUTH END OF A GUARD RAIL.
 KX1848'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 KX1848'THE MARK IS 0.45 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1885 ***********************************************************************
 KX1885  DESIGNATION -  B 404
 KX1885  PID         -  KX1885
 KX1885  STATE/COUNTY-  PA/ARMSTRONG
 KX1885  USGS QUAD   -  KITTANNING (1993)
 KX1885
 KX1885                         *CURRENT SURVEY CONTROL
 KX1885  ___________________________________________________________________
 KX1885* NAD 83(1986)-  40 51 31.     (N)    079 29 59.     (W)     SCALED    
 KX1885* NAVD 88     -       249.389  (meters)     818.20   (feet)  ADJUSTED  
 KX1885  ___________________________________________________________________
 KX1885  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KX1885  DYNAMIC HT  -         249.266 (meters)     817.80  (feet)  COMP
 KX1885  MODELED GRAV-     980,126.2   (mgal)                       NAVD 88
 KX1885
 KX1885  VERT ORDER  -  FIRST     CLASS II
 KX1885
 KX1885.The horizontal coordinates were scaled from a topographic map and have
 KX1885.an estimated accuracy of +/- 6 seconds.
 KX1885
 KX1885.The orthometric height was determined by differential leveling
 KX1885.and adjusted by the National Geodetic Survey in June 1991..
 KX1885
 KX1885.The geoid height was determined by GEOID03.
 KX1885
 KX1885.The dynamic height is computed by dividing the NAVD 88
 KX1885.geopotential number by the normal gravity value computed on the
 KX1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1885.degrees latitude (g = 980.6199 gals.).
 KX1885
 KX1885.The modeled gravity was interpolated from observed gravity values.
 KX1885
 KX1885;                    North         East    Units  Estimated Accuracy
 KX1885;SPC PA S     -   170,820.      452,490.      MT  (+/- 180 meters Scaled)
 KX1885
 KX1885                          SUPERSEDED SURVEY CONTROL
 KX1885
 KX1885  NGVD 29 (06/03/92)  249.565  (m)          818.78   (f) ADJUSTED    1 2
 KX1885
 KX1885.Superseded values are not recommended for survey control.
 KX1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1885.See file dsdata.txt to determine how the superseded data were derived.
 KX1885
 KX1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF264241(NAD 83)
 KX1885_MARKER: I = METAL ROD
 KX1885_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KX1885_SP_SET: STAINLESS STEEL ROD
 KX1885_STAMPING: B 404 1982
 KX1885_MARK LOGO: NGS   
 KX1885_PROJECTION: FLUSH
 KX1885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1885_ROD/PIPE-DEPTH: 18.3 meters
 KX1885
 KX1885  HISTORY     - Date     Condition        Report By
 KX1885  HISTORY     - 1982     MONUMENTED       NGS
 KX1885  HISTORY     - 1983     GOOD             NGS
 KX1885  HISTORY     - 20050901 MARK NOT FOUND   PADT
 KX1885
 KX1885                          STATION DESCRIPTION
 KX1885
 KX1885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1885'10.4 KM (6.5 MI) NE FROM WEST KITTANNING.
 KX1885'1.9 KM (1.2 MI) NORTHEAST ALONG COUNTY ROAD (03024) FROM SMALL VILLAGE
 KX1885'OF TARRTOWN TO MARK ON THE RIGHT AT DAVISON SAND AND GRAVEL SIGN.  IT
 KX1885'IS 6.8 METERS (22.0 FT) SOUTH OF CENTERLINE OF ROAD (03024),
 KX1885'1.2 METERS (4.0 FT) WEST OF THE DAVISON SAND AND GRAVEL SIGN,
 KX1885'12.1 METERS (40.0 FT) NORTH OF THE NORTH RAIL OF THE RAILROAD AND
 KX1885'29.6 METERS (97.0 FT) WEST OF THE ENTRANCE LEADING INTO THE SAND AND
 KX1885'GRAVEL PIT.
 KX1885'THE MARK IS 0.7 METERS  W FROM A WITNESS POST.
 KX1885'THE MARK IS 0.7 M ABOVE HIGHWAY.
 KX1885
 KX1885                          STATION RECOVERY (1983)
 KX1885
 KX1885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1885'RECOVERED IN GOOD CONDITION.
 KX1885
 KX1885                          STATION RECOVERY (2005)
 KX1885
 KX1885'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 KX1885'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1773 ***********************************************************************
 MA1773  DESIGNATION -  B 405
 MA1773  PID         -  MA1773
 MA1773  STATE/COUNTY-  PA/BUTLER
 MA1773  USGS QUAD   -  PARKER (1979)
 MA1773
 MA1773                         *CURRENT SURVEY CONTROL
 MA1773  ___________________________________________________________________
 MA1773* NAD 83(1986)-  41 05 05.     (N)    079 42 18.     (W)     SCALED    
 MA1773* NAVD 88     -       309.436  (meters)    1015.21   (feet)  ADJUSTED  
 MA1773  ___________________________________________________________________
 MA1773  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 MA1773  DYNAMIC HT  -         309.291 (meters)    1014.73  (feet)  COMP
 MA1773  MODELED GRAV-     980,149.1   (mgal)                       NAVD 88
 MA1773
 MA1773  VERT ORDER  -  FIRST     CLASS II
 MA1773
 MA1773.The horizontal coordinates were scaled from a topographic map and have
 MA1773.an estimated accuracy of +/- 6 seconds.
 MA1773
 MA1773.The orthometric height was determined by differential leveling
 MA1773.and adjusted by the National Geodetic Survey in June 1991..
 MA1773
 MA1773.The geoid height was determined by GEOID03.
 MA1773
 MA1773.The dynamic height is computed by dividing the NAVD 88
 MA1773.geopotential number by the normal gravity value computed on the
 MA1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1773.degrees latitude (g = 980.6199 gals.).
 MA1773
 MA1773.The modeled gravity was interpolated from observed gravity values.
 MA1773
 MA1773;                    North         East    Units  Estimated Accuracy
 MA1773;SPC PA S     -   196,290.      435,740.      MT  (+/- 180 meters Scaled)
 MA1773
 MA1773                          SUPERSEDED SURVEY CONTROL
 MA1773
 MA1773  NGVD 29 (06/03/92)  309.610  (m)         1015.78   (f) ADJUSTED    1 2
 MA1773
 MA1773.Superseded values are not recommended for survey control.
 MA1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1773.See file dsdata.txt to determine how the superseded data were derived.
 MA1773
 MA1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF087489(NAD 83)
 MA1773_MARKER: I = METAL ROD
 MA1773_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MA1773_SP_SET: STAINLESS STEEL ROD
 MA1773_STAMPING: B 405 1982
 MA1773_MARK LOGO: NGS   
 MA1773_PROJECTION: FLUSH
 MA1773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1773_ROD/PIPE-DEPTH: 2.4  meters
 MA1773
 MA1773  HISTORY     - Date     Condition        Report By
 MA1773  HISTORY     - 1982     MONUMENTED       NGS
 MA1773
 MA1773                          STATION DESCRIPTION
 MA1773
 MA1773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MA1773'2.6 KM (1.6 MI) SW FROM PARKER.
 MA1773'2.6 KM (1.6 MI)
 MA1773'SOUTHWESTERLY ALONG STATE HIGHWAY 268, FROM POST OFFICE IN PARKER, TO
 MA1773'MARK ON THE RIGHT BY POWER POLE NUMBER 463 1/2, 7.0 METERS (23.0 FT)
 MA1773'WEST FROM CENTERLINE OF STATE HIGHWAY 268, 11.0 METERS (36.0 FT)
 MA1773'WEST FROM THE GUARD RAIL ACROSS STATE HIGHWAY 268,
 MA1773'13.1 METERS (43.0 FT) WEST FROM POWER POLE 463,
 MA1773'1.3 METERS (4.0 FT) NORTHWEST FROM THE NORTH CORNER OF A DRAIN,
 MA1773'AND 0.6 METERS (2.0 FT) WEST OF POWER POLE NUMBER 463 1/2.
 MA1773'THE MARK IS 1.2 METERS  NE FROM A WITNESS POST.
 MA1773'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1779 ***********************************************************************
 MB1779  DESIGNATION -  B 406
 MB1779  PID         -  MB1779
 MB1779  STATE/COUNTY-  PA/CRAWFORD
 MB1779  USGS QUAD   -  CAMBRIDGE SPRINGS (1975)
 MB1779
 MB1779                         *CURRENT SURVEY CONTROL
 MB1779  ___________________________________________________________________
 MB1779* NAD 83(1986)-  41 50 14.     (N)    080 01 58.     (W)     SCALED    
 MB1779* NAVD 88     -       382.285  (meters)    1254.21   (feet)  ADJUSTED  
 MB1779  ___________________________________________________________________
 MB1779  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 MB1779  DYNAMIC HT  -         382.130 (meters)    1253.70  (feet)  COMP
 MB1779  MODELED GRAV-     980,204.8   (mgal)                       NAVD 88
 MB1779
 MB1779  VERT ORDER  -  FIRST     CLASS II
 MB1779
 MB1779.The horizontal coordinates were scaled from a topographic map and have
 MB1779.an estimated accuracy of +/- 6 seconds.
 MB1779
 MB1779.The orthometric height was determined by differential leveling
 MB1779.and adjusted by the National Geodetic Survey in June 1991..
 MB1779
 MB1779.The geoid height was determined by GEOID03.
 MB1779
 MB1779.The dynamic height is computed by dividing the NAVD 88
 MB1779.geopotential number by the normal gravity value computed on the
 MB1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1779.degrees latitude (g = 980.6199 gals.).
 MB1779
 MB1779.The modeled gravity was interpolated from observed gravity values.
 MB1779
 MB1779;                    North         East    Units  Estimated Accuracy
 MB1779;SPC PA N     -   188,020.      410,410.      MT  (+/- 180 meters Scaled)
 MB1779
 MB1779                          SUPERSEDED SURVEY CONTROL
 MB1779
 MB1779  NGVD 29 (06/03/92)  382.441  (m)         1254.73   (f) ADJUSTED    1 2
 MB1779
 MB1779.Superseded values are not recommended for survey control.
 MB1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1779.See file dsdata.txt to determine how the superseded data were derived.
 MB1779
 MB1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG803321(NAD 83)
 MB1779_MARKER: I = METAL ROD
 MB1779_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1779_SP_SET: STAINLESS STEEL ROD
 MB1779_STAMPING: B 406 1982
 MB1779_MARK LOGO: NGS   
 MB1779_PROJECTION: FLUSH
 MB1779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1779_ROD/PIPE-DEPTH: 8.5  meters
 MB1779
 MB1779  HISTORY     - Date     Condition        Report By
 MB1779  HISTORY     - 1982     MONUMENTED       NGS
 MB1779
 MB1779                          STATION DESCRIPTION
 MB1779
 MB1779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MB1779'4.2 KM (2.65 MI) NE FROM CAMBRIDGE SPRINGS.
 MB1779'4.2 KM (2.6 MI) NORTH ALONG U.S. HIGHWAY 19 FROM THE BRIDGE OVER
 MB1779'FRENCH CREEK IN CAMBRIDGE SPRINGS TO A CROSSROAD (KREITZ ROAD) AND
 MB1779'MARK ON THE LEFT IN THE SOUTHWEST ANGLE OF THE INTERSECTION.  IT IS
 MB1779'11.6 METERS (38.0 FT) NORTHWEST FROM CENTERLINE OF U.S. HIGHWAY 19,
 MB1779'6.9 METERS (22.5 FT) SOUTH OF CENTER OF GRAVELED ROAD (KREITZ ROAD),
 MB1779'0.45 METERS (1.5 FT) SOUTHEAST OF A STOP SIGN AND 0.45 METERS (1.5
 MB1779'FT) WEST OF A ROAD SIGN.
 MB1779'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1785 ***********************************************************************
 MA1785  DESIGNATION -  B 407
 MA1785  PID         -  MA1785
 MA1785  STATE/COUNTY-  PA/VENANGO
 MA1785  USGS QUAD   -  EMLENTON (1979)
 MA1785
 MA1785                         *CURRENT SURVEY CONTROL
 MA1785  ___________________________________________________________________
 MA1785* NAD 83(1986)-  41 10 29.     (N)    079 42 45.     (W)     SCALED    
 MA1785* NAVD 88     -       280.488  (meters)     920.23   (feet)  ADJUSTED  
 MA1785  ___________________________________________________________________
 MA1785  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 MA1785  DYNAMIC HT  -         280.361 (meters)     919.82  (feet)  COMP
 MA1785  MODELED GRAV-     980,162.9   (mgal)                       NAVD 88
 MA1785
 MA1785  VERT ORDER  -  FIRST     CLASS II
 MA1785
 MA1785.The horizontal coordinates were scaled from a topographic map and have
 MA1785.an estimated accuracy of +/- 6 seconds.
 MA1785
 MA1785.The orthometric height was determined by differential leveling
 MA1785.and adjusted by the National Geodetic Survey in June 1991..
 MA1785
 MA1785.The geoid height was determined by GEOID03.
 MA1785
 MA1785.The dynamic height is computed by dividing the NAVD 88
 MA1785.geopotential number by the normal gravity value computed on the
 MA1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1785.degrees latitude (g = 980.6199 gals.).
 MA1785
 MA1785.The modeled gravity was interpolated from observed gravity values.
 MA1785
 MA1785;                    North         East    Units  Estimated Accuracy
 MA1785;SPC PA N     -   113,810.      435,340.      MT  (+/- 180 meters Scaled)
 MA1785
 MA1785                          SUPERSEDED SURVEY CONTROL
 MA1785
 MA1785  NGVD 29 (06/03/92)  280.663  (m)          920.81   (f) ADJUSTED    1 2
 MA1785
 MA1785.Superseded values are not recommended for survey control.
 MA1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1785.See file dsdata.txt to determine how the superseded data were derived.
 MA1785
 MA1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF079589(NAD 83)
 MA1785_MARKER: DB = BENCH MARK DISK
 MA1785_SETTING: 80 = SET IN A BOULDER
 MA1785_SP_SET: BOULDER
 MA1785_STAMPING: B 407 1982
 MA1785_MARK LOGO: NGS   
 MA1785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1785+STABILITY: SURFACE MOTION
 MA1785
 MA1785  HISTORY     - Date     Condition        Report By
 MA1785  HISTORY     - 1982     MONUMENTED       NGS
 MA1785  HISTORY     - 19991101 POOR             PADT
 MA1785
 MA1785                          STATION DESCRIPTION
 MA1785
 MA1785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MA1785'IN EMLENTON.
 MA1785'0.2 KM (0.1 MI) SOUTH ALONG STATE HIGHWAY 268 FROM THE BRIDGE OVER THE
 MA1785'ALLEGHENY RIVER TO THE MARK ON THE RIGHT, 7.2 METERS (23.5
 MA1785'FT) NORTH FROM CENTERLINE OF STATE HIGHWAY 268 AND 47.5 METERS
 MA1785'(156.0 FT) EAST OF JUNCTION OF STATE HIGHWAYS 268, 208 AND 38.
 MA1785'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 MA1785'THE MARK IS 0.4 M ABOVE HIGHWAY.
 MA1785
 MA1785                          STATION RECOVERY (1999)
 MA1785
 MA1785'RECOVERY NOTE BY PA DEPT OF TRANSP 1999
 MA1785'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1752 ***********************************************************************
 MB1752  DESIGNATION -  B 408
 MB1752  PID         -  MB1752
 MB1752  STATE/COUNTY-  PA/MERCER
 MB1752  USGS QUAD   -  NEW LEBANON (1987)
 MB1752
 MB1752                         *CURRENT SURVEY CONTROL
 MB1752  ___________________________________________________________________
 MB1752* NAD 83(1986)-  41 29 21.     (N)    080 01 02.     (W)     SCALED    
 MB1752* NAVD 88     -       353.262  (meters)    1158.99   (feet)  ADJUSTED  
 MB1752  ___________________________________________________________________
 MB1752  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 MB1752  DYNAMIC HT  -         353.113 (meters)    1158.50  (feet)  COMP
 MB1752  MODELED GRAV-     980,189.6   (mgal)                       NAVD 88
 MB1752
 MB1752  VERT ORDER  -  FIRST     CLASS II
 MB1752
 MB1752.The horizontal coordinates were scaled from a topographic map and have
 MB1752.an estimated accuracy of +/- 6 seconds.
 MB1752
 MB1752.The orthometric height was determined by differential leveling
 MB1752.and adjusted by the National Geodetic Survey in June 1991..
 MB1752
 MB1752.The geoid height was determined by GEOID03.
 MB1752
 MB1752.The dynamic height is computed by dividing the NAVD 88
 MB1752.geopotential number by the normal gravity value computed on the
 MB1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1752.degrees latitude (g = 980.6199 gals.).
 MB1752
 MB1752.The modeled gravity was interpolated from observed gravity values.
 MB1752
 MB1752;                    North         East    Units  Estimated Accuracy
 MB1752;SPC PA N     -   149,350.      410,690.      MT  (+/- 180 meters Scaled)
 MB1752
 MB1752                          SUPERSEDED SURVEY CONTROL
 MB1752
 MB1752  NGVD 29 (06/03/92)  353.419  (m)         1159.51   (f) ADJUSTED    1 2
 MB1752
 MB1752.Superseded values are not recommended for survey control.
 MB1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1752.See file dsdata.txt to determine how the superseded data were derived.
 MB1752
 MB1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF820935(NAD 83)
 MB1752_MARKER: I = METAL ROD
 MB1752_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1752_SP_SET: STAINLESS STEEL ROD
 MB1752_STAMPING: B 408 1982
 MB1752_MARK LOGO: NGS   
 MB1752_PROJECTION: FLUSH
 MB1752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1752_ROD/PIPE-DEPTH: 2.40 meters
 MB1752
 MB1752  HISTORY     - Date     Condition        Report By
 MB1752  HISTORY     - 1982     MONUMENTED       NGS
 MB1752
 MB1752                          STATION DESCRIPTION
 MB1752
 MB1752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MB1752'4.5 KM (2.8 MI) SE FROM COCHRANTON.
 MB1752'4.5 KM (2.8 MI) SOUTHEAST ALONG U.S. HIGHWAY 322 FROM THE JUNCTION
 MB1752'WITH STATE HIGHWAY 173 IN COCHRANTON TO THE MARK ON THE RIGHT IN THE
 MB1752'SOUTHWEST ANGLE OF THE INTERSECTION OF THE MERCER AND CRAWFORD COUNTY
 MB1752'LINE ROAD.  11.2 METERS (37.0 FT) SOUTHWEST FROM THE CENTERLINE OF
 MB1752'U.S. HIGHWAY 322, 11.4 METERS (37.5 FT) SOUTH FROM THE CENTER OF THE
 MB1752'COUNTY LINE ROAD, 0.30 METERS (1.0 FT) WEST OF A TELEPHONE POLE.
 MB1752'THE MARK IS 0.60 METERS  NE FROM A WITNESS POST.
 MB1752'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1478 ***********************************************************************
 KW1478  DESIGNATION -  B 41
 KW1478  PID         -  KW1478
 KW1478  STATE/COUNTY-  PA/DAUPHIN
 KW1478  USGS QUAD   -  ELIZABETHVILLE (1977)
 KW1478
 KW1478                         *CURRENT SURVEY CONTROL
 KW1478  ___________________________________________________________________
 KW1478* NAD 83(1986)-  40 32 15.     (N)    076 51 50.     (W)     SCALED    
 KW1478* NAVD 88     -       186.130  (meters)     610.66   (feet)  POSTED    
 KW1478  ___________________________________________________________________
 KW1478  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KW1478  DYNAMIC HT  -         186.040 (meters)     610.37  (feet)  COMP
 KW1478  MODELED GRAV-     980,129.5   (mgal)                       NAVD 88
 KW1478
 KW1478  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 KW1478
 KW1478.The horizontal coordinates were scaled from a topographic map and have
 KW1478.an estimated accuracy of +/- 6 seconds.
 KW1478
 KW1478.The orthometric height was determined by differential leveling
 KW1478.and adjusted by the National Geodetic Survey in 1992..
 KW1478.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 KW1478.rate of 3.1 thru 4.0 mm/km.
 KW1478
 KW1478.The geoid height was determined by GEOID03.
 KW1478
 KW1478.The dynamic height is computed by dividing the NAVD 88
 KW1478.geopotential number by the normal gravity value computed on the
 KW1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1478.degrees latitude (g = 980.6199 gals.).
 KW1478
 KW1478.The modeled gravity was interpolated from observed gravity values.
 KW1478
 KW1478;                    North         East    Units  Estimated Accuracy
 KW1478;SPC PA S     -   134,080.      675,070.      MT  (+/- 180 meters Scaled)
 KW1478
 KW1478                          SUPERSEDED SURVEY CONTROL
 KW1478
 KW1478  NGVD 29 (??/??/??)  186.376  (m)          611.47   (f) ADJUSTED    2 0
 KW1478
 KW1478.Superseded values are not recommended for survey control.
 KW1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1478.See file dsdata.txt to determine how the superseded data were derived.
 KW1478
 KW1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK421890(NAD 83)
 KW1478_MARKER: DB = BENCH MARK DISK
 KW1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1478_STAMPING: B 41 1934
 KW1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1478+STABILITY: SURFACE MOTION
 KW1478
 KW1478  HISTORY     - Date     Condition        Report By
 KW1478  HISTORY     - 1934     MONUMENTED       CGS
 KW1478  HISTORY     - 1966     GOOD             CGS
 KW1478
 KW1478                          STATION DESCRIPTION
 KW1478
 KW1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1478'5.5 MI E FROM MILLERSBURG.
 KW1478'5.5 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM MILLERSBURG,
 KW1478'DAUPHIN COUNTY, ABOUT 1/2 MILE EAST OF MILEPOST 5, 60 FEET
 KW1478'SOUTHEAST OF A ROAD CROSSING, 40 FEET SOUTH OF THE SOUTH RAIL,
 KW1478'AND ABOUT 7 FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD
 KW1478'DISK, STAMPED B 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KW1478
 KW1478                          STATION RECOVERY (1966)
 KW1478
 KW1478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KW1478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2778 ***********************************************************************
 KW2778  DESIGNATION -  B 411
 KW2778  PID         -  KW2778
 KW2778  STATE/COUNTY-  PA/DAUPHIN
 KW2778  USGS QUAD   -  DUNCANNON (1984)
 KW2778
 KW2778                         *CURRENT SURVEY CONTROL
 KW2778  ___________________________________________________________________
 KW2778* NAD 83(1986)-  40 25 16.     (N)    077 00 37.     (W)     SCALED    
 KW2778* NAVD 88     -       110.625  (meters)     362.94   (feet)  ADJUSTED  
 KW2778  ___________________________________________________________________
 KW2778  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KW2778  DYNAMIC HT  -         110.571 (meters)     362.76  (feet)  COMP
 KW2778  MODELED GRAV-     980,139.2   (mgal)                       NAVD 88
 KW2778
 KW2778  VERT ORDER  -  FIRST     CLASS II
 KW2778
 KW2778.The horizontal coordinates were scaled from a topographic map and have
 KW2778.an estimated accuracy of +/- 6 seconds.
 KW2778
 KW2778.The orthometric height was determined by differential leveling
 KW2778.and adjusted by the National Geodetic Survey in June 1991..
 KW2778
 KW2778.The geoid height was determined by GEOID03.
 KW2778
 KW2778.The dynamic height is computed by dividing the NAVD 88
 KW2778.geopotential number by the normal gravity value computed on the
 KW2778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2778.degrees latitude (g = 980.6199 gals.).
 KW2778
 KW2778.The modeled gravity was interpolated from observed gravity values.
 KW2778
 KW2778;                    North         East    Units  Estimated Accuracy
 KW2778;SPC PA S     -   121,040.      662,780.      MT  (+/- 180 meters Scaled)
 KW2778
 KW2778                          SUPERSEDED SURVEY CONTROL
 KW2778
 KW2778.No superseded survey control is available for this station.
 KW2778
 KW2778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK294764(NAD 83)
 KW2778_MARKER: I = METAL ROD
 KW2778_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KW2778_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KW2778_STAMPING: B 411 1983
 KW2778_MARK LOGO: NGS   
 KW2778_PROJECTION: FLUSH
 KW2778_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW2778+STABILITY: POSITION/ELEVATION WELL
 KW2778_ROD/PIPE-DEPTH: 6.7  meters
 KW2778_SLEEVE-DEPTH  : 6.1 meters
 KW2778
 KW2778  HISTORY     - Date     Condition        Report By
 KW2778  HISTORY     - 1983     MONUMENTED       NGS
 KW2778
 KW2778                          STATION DESCRIPTION
 KW2778
 KW2778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KW2778'0.3 KM (0.2 MI) SOUTH FROM AMITY HALL.
 KW2778'0.3 KM (0.2 MI) SOUTH ALONG U.S. HIGHWAY 22 AND 322 FROM THE AMITY
 KW2778'HALL EXIT IN AMITY HALL TO THE MARK ON THE LEFT, AT THE U.S. HIGHWAY
 KW2778'11 AND 15 OVERPASS BRIDGE, 15.84 METERS (52.0 FT) EAST OF THE
 KW2778'CENTERLINE OF THE NORTHBOUND LANE OF HIGHWAY 22, 322, 36.42 METERS
 KW2778'(119.5 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE EAST
 KW2778'ABUTMENT OF THE HIGHWAY 11, 15 OVERPASS BRIDGE, 4.57 METERS (15.0 FT)
 KW2778'NORTH OF A LONE 8-INCH PINE TREE, 9.75 METERS (32.0 FT) SOUTHEAST OF
 KW2778'THE SOUTH END OF A METAL GUARDRAIL.
 KW2778'THE MARK IS 2.30 METERS  N FROM A WITNESS POST.
 KW2778'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1596 ***********************************************************************
 LZ1596  CBN         -  This is a Cooperative Base Network Control Station.
 LZ1596  DESIGNATION -  B 412
 LZ1596  PID         -  LZ1596
 LZ1596  STATE/COUNTY-  PA/BRADFORD
 LZ1596  USGS QUAD   -  CANTON (1970)
 LZ1596
 LZ1596                         *CURRENT SURVEY CONTROL
 LZ1596  ___________________________________________________________________
 LZ1596* NAD 83(1992)-  41 41 28.94077(N)    076 50 49.43594(W)     ADJUSTED  
 LZ1596* NAVD 88     -       443.834  (meters)    1456.15   (feet)  ADJUSTED  
 LZ1596  ___________________________________________________________________
 LZ1596  X           -   1,085,458.261 (meters)                     COMP
 LZ1596  Y           -  -4,645,034.703 (meters)                     COMP
 LZ1596  Z           -   4,220,341.216 (meters)                     COMP
 LZ1596  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 LZ1596  ELLIP HEIGHT-         411.29  (meters)          (03/28/01) GPS OBS
 LZ1596  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 LZ1596  DYNAMIC HT  -         443.641 (meters)    1455.51  (feet)  COMP
 LZ1596  MODELED GRAV-     980,174.9   (mgal)                       NAVD 88
 LZ1596
 LZ1596  HORZ ORDER  -  A
 LZ1596  VERT ORDER  -  FIRST     CLASS II
 LZ1596  ELLP ORDER  -  THIRD     CLASS II
 LZ1596
 LZ1596.The horizontal coordinates were established by GPS observations
 LZ1596.and adjusted by the National Geodetic Survey in March 2001..
 LZ1596
 LZ1596.The orthometric height was determined by differential leveling
 LZ1596.and adjusted by the National Geodetic Survey in June 1991..
 LZ1596
 LZ1596.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LZ1596
 LZ1596.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1596
 LZ1596.The ellipsoidal height was determined by GPS observations
 LZ1596.and is referenced to NAD 83.
 LZ1596
 LZ1596.The geoid height was determined by GEOID03.
 LZ1596
 LZ1596.The dynamic height is computed by dividing the NAVD 88
 LZ1596.geopotential number by the normal gravity value computed on the
 LZ1596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1596.degrees latitude (g = 980.6199 gals.).
 LZ1596
 LZ1596.The modeled gravity was interpolated from observed gravity values.
 LZ1596
 LZ1596;                    North         East     Units Scale Factor Converg.
 LZ1596;SPC PA N     -   169,718.018   675,165.450   MT  0.99996824   +0 35 50.4
 LZ1596;SPC PA N     -   556,816.53  2,215,105.31   sFT  0.99996824   +0 35 50.4
 LZ1596;UTM  18      - 4,617,158.782   346,290.376   MT  0.99989075   -1 13 43.5
 LZ1596
 LZ1596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1596!SPC PA N     -   0.99993549  x   0.99996824  =   0.99990374
 LZ1596!UTM  18      -   0.99993549  x   0.99989075  =   0.99982625
 LZ1596
 LZ1596                          SUPERSEDED SURVEY CONTROL
 LZ1596
 LZ1596  NAVD 88 (03/28/01)  443.83   (m)         1456.1    (f) LEVELING    3  
 LZ1596
 LZ1596.Superseded values are not recommended for survey control.
 LZ1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1596.See file dsdata.txt to determine how the superseded data were derived.
 LZ1596
 LZ1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM4629017159(NAD 83)
 LZ1596_MARKER: I = METAL ROD
 LZ1596_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LZ1596+WITH SETTING: INFORMATION.
 LZ1596_SP_SET: SHALLOW SET METAL ROD
 LZ1596_STAMPING: B 412 1983
 LZ1596_MARK LOGO: NGS   
 LZ1596_PROJECTION: FLUSH
 LZ1596_MAGNETIC: N = NO MAGNETIC MATERIAL
 LZ1596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LZ1596+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2005
 LZ1596_ROD/PIPE-DEPTH: 2.30 meters
 LZ1596
 LZ1596  HISTORY     - Date     Condition        Report By
 LZ1596  HISTORY     - 1983     MONUMENTED       NGS
 LZ1596  HISTORY     - 20000428 GOOD             PADT
 LZ1596  HISTORY     - 20010719 GOOD             PADT
 LZ1596  HISTORY     - 20050321 GOOD             JCLS
 LZ1596  HISTORY     - 20050402 GOOD             JCLS
 LZ1596
 LZ1596                          STATION DESCRIPTION
 LZ1596
 LZ1596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LZ1596'2.1 KM (1.3 MI) SOUTH FROM ALBA.
 LZ1596'2.1 KM (1.3 MI) SOUTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE IN
 LZ1596'ALBA TO THE MARK ON THE RIGHT, AT LANDIS ROAD, ALSO 4.2 KM (2.65 MI)
 LZ1596'NORTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE IN CANTON,
 LZ1596'13.1 METERS (43.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 LZ1596'6.7 METER (22.0 FT) SOUTH OF THE CENTER OF LANDIS ROAD, 4.1 METERS
 LZ1596'(13.5 FT) NORTHWEST OF A FENCE CORNER, 0.30 METER (1.0 FT) NORTH OF A
 LZ1596'FENCE.  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO
 LZ1596'REFUSAL AND ANCHORED AT 2.3 METERS.
 LZ1596'THE MARK IS 0.75 METERS  SE FROM A WITNESS POST.
 LZ1596'THE MARK IS 0.45 M BELOW HIGHWAY.
 LZ1596
 LZ1596                          STATION RECOVERY (2000)
 LZ1596
 LZ1596'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (WJH)
 LZ1596'RECOVERED IN GOOD CONDITION.
 LZ1596
 LZ1596                          STATION RECOVERY (2001)
 LZ1596
 LZ1596'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (JTK)
 LZ1596'RECOVERED AS DESCRIBED.
 LZ1596'
 LZ1596
 LZ1596                          STATION RECOVERY (2005)
 LZ1596
 LZ1596'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 LZ1596'RECOVERED IN GOOD CONDITION.
 LZ1596
 LZ1596                          STATION RECOVERY (2005)
 LZ1596
 LZ1596'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 LZ1596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1642 ***********************************************************************
 LZ1642  DESIGNATION -  B 413 PADT
 LZ1642  PID         -  LZ1642
 LZ1642  STATE/COUNTY-  PA/UNION
 LZ1642  USGS QUAD   -  MILTON (1983)
 LZ1642
 LZ1642                         *CURRENT SURVEY CONTROL
 LZ1642  ___________________________________________________________________
 LZ1642* NAD 83(1986)-  41 03 45.     (N)    076 52 18.     (W)     SCALED    
 LZ1642* NAVD 88     -       156.548  (meters)     513.61   (feet)  ADJUSTED  
 LZ1642  ___________________________________________________________________
 LZ1642  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 LZ1642  DYNAMIC HT  -         156.480 (meters)     513.38  (feet)  COMP
 LZ1642  MODELED GRAV-     980,190.3   (mgal)                       NAVD 88
 LZ1642
 LZ1642  VERT ORDER  -  FIRST     CLASS II
 LZ1642
 LZ1642.The horizontal coordinates were scaled from a topographic map and have
 LZ1642.an estimated accuracy of +/- 6 seconds.
 LZ1642
 LZ1642.The orthometric height was determined by differential leveling
 LZ1642.and adjusted by the National Geodetic Survey in June 1991..
 LZ1642
 LZ1642.The geoid height was determined by GEOID03.
 LZ1642
 LZ1642.The dynamic height is computed by dividing the NAVD 88
 LZ1642.geopotential number by the normal gravity value computed on the
 LZ1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1642.degrees latitude (g = 980.6199 gals.).
 LZ1642
 LZ1642.The modeled gravity was interpolated from observed gravity values.
 LZ1642
 LZ1642;                    North         East    Units  Estimated Accuracy
 LZ1642;SPC PA N     -    99,860.      673,830.      MT  (+/- 180 meters Scaled)
 LZ1642
 LZ1642                          SUPERSEDED SURVEY CONTROL
 LZ1642
 LZ1642.No superseded survey control is available for this station.
 LZ1642
 LZ1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL427473(NAD 83)
 LZ1642_MARKER: DD = SURVEY DISK
 LZ1642_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LZ1642_SP_SET: RETAINING WALL
 LZ1642_STAMPING: B 413 1983
 LZ1642_MARK LOGO: PADT  
 LZ1642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1642+STABILITY: SURFACE MOTION
 LZ1642
 LZ1642  HISTORY     - Date     Condition        Report By
 LZ1642  HISTORY     - 1983     MONUMENTED       PADT
 LZ1642
 LZ1642                          STATION DESCRIPTION
 LZ1642
 LZ1642'DESCRIBED BY PA DEPT OF TRANSP 1983
 LZ1642'5.8 KM (3.65 MI) SOUTH FROM ALLENWOOD.
 LZ1642'5.8 KM (3.65 MI) SOUTH ALONG U.S. HIGHWAY 15 FROM THE POST OFFICE IN
 LZ1642'ALLENWOOD TO THE MARK ON THE LEFT, IN THE SOUTHEAST RETAINING WALL OF
 LZ1642'A BRIDGE OF THE NORTHBOUND LANE, 7.3 METERS (24.0 FT) EAST OF THE
 LZ1642'CENTERLINE OF THE NORTHBOUND LANE.
 LZ1642'THE MARK IS 0.76 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1909 ***********************************************************************
 KX1909  DESIGNATION -  B 414
 KX1909  PID         -  KX1909
 KX1909  STATE/COUNTY-  PA/BUTLER
 KX1909  USGS QUAD   -  BUTLER (1977)
 KX1909
 KX1909                         *CURRENT SURVEY CONTROL
 KX1909  ___________________________________________________________________
 KX1909* NAD 83(1986)-  40 51 43.     (N)    079 58 08.     (W)     SCALED    
 KX1909* NAVD 88     -       405.690  (meters)    1331.00   (feet)  ADJUSTED  
 KX1909  ___________________________________________________________________
 KX1909  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KX1909  DYNAMIC HT  -         405.485 (meters)    1330.33  (feet)  COMP
 KX1909  MODELED GRAV-     980,108.0   (mgal)                       NAVD 88
 KX1909
 KX1909  VERT ORDER  -  FIRST     CLASS II
 KX1909
 KX1909.The horizontal coordinates were scaled from a topographic map and have
 KX1909.an estimated accuracy of +/- 6 seconds.
 KX1909
 KX1909.The orthometric height was determined by differential leveling
 KX1909.and adjusted by the National Geodetic Survey in June 1991..
 KX1909
 KX1909.The geoid height was determined by GEOID03.
 KX1909
 KX1909.The dynamic height is computed by dividing the NAVD 88
 KX1909.geopotential number by the normal gravity value computed on the
 KX1909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1909.degrees latitude (g = 980.6199 gals.).
 KX1909
 KX1909.The modeled gravity was interpolated from observed gravity values.
 KX1909
 KX1909;                    North         East    Units  Estimated Accuracy
 KX1909;SPC PA S     -   172,080.      412,950.      MT  (+/- 180 meters Scaled)
 KX1909
 KX1909                          SUPERSEDED SURVEY CONTROL
 KX1909
 KX1909  NGVD 29 (06/03/92)  405.833  (m)         1331.47   (f) ADJUSTED    1 2
 KX1909
 KX1909.Superseded values are not recommended for survey control.
 KX1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1909.See file dsdata.txt to determine how the superseded data were derived.
 KX1909
 KX1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF868239(NAD 83)
 KX1909_MARKER: I = METAL ROD
 KX1909_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KX1909_SP_SET: STAINLESS STEEL ROD
 KX1909_STAMPING: B 414 1983
 KX1909_MARK LOGO: NGS   
 KX1909_PROJECTION: FLUSH
 KX1909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1909_ROD/PIPE-DEPTH: 3.3  meters
 KX1909
 KX1909  HISTORY     - Date     Condition        Report By
 KX1909  HISTORY     - 1983     MONUMENTED       NGS
 KX1909
 KX1909                          STATION DESCRIPTION
 KX1909
 KX1909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KX1909'6.4 KM (4.0 MI) WEST FROM BUTLER.
 KX1909'6.4 KM (4.0 MI) WEST ALONG STATE HIGHWAY 68 FROM THE INTERSECTION OF
 KX1909'SOUTH MAIN STREET AND EAST JEFFERSON STREET IN BUTLER TO THE MARK ON
 KX1909'THE RIGHT, IN THE LAWN OF AGWAY, INC., 35.3 METERS (116.O FT) NORTH OF
 KX1909'THE CENTERLINE OF THE HIGHWAY, 1.8 METERS (6.0 FT) SOUTH OF THE SOUTH
 KX1909'SIDE OF A PARKING AREA, 1.0 METER (3.5 FT) EAST OF A POWER POLE.
 KX1909'THE MARK IS 0.60 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0167 ***********************************************************************
 ND0167  DESIGNATION -  B 415
 ND0167  PID         -  ND0167
 ND0167  STATE/COUNTY-  PA/ERIE
 ND0167  USGS QUAD   -  ERIE NORTH (1996)
 ND0167
 ND0167                         *CURRENT SURVEY CONTROL
 ND0167  ___________________________________________________________________
 ND0167* NAD 83(1986)-  42 08 42.     (N)    080 02 35.     (W)     SCALED    
 ND0167* NAVD 88     -       198.176  (meters)     650.18   (feet)  ADJUSTED  
 ND0167  ___________________________________________________________________
 ND0167  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 ND0167  DYNAMIC HT  -         198.106 (meters)     649.95  (feet)  COMP
 ND0167  MODELED GRAV-     980,265.1   (mgal)                       NAVD 88
 ND0167
 ND0167  VERT ORDER  -  FIRST     CLASS II
 ND0167
 ND0167.The horizontal coordinates were scaled from a topographic map and have
 ND0167.an estimated accuracy of +/- 6 seconds.
 ND0167
 ND0167.The orthometric height was determined by differential leveling
 ND0167.and adjusted by the National Geodetic Survey in June 1991..
 ND0167
 ND0167.The geoid height was determined by GEOID03.
 ND0167
 ND0167.The dynamic height is computed by dividing the NAVD 88
 ND0167.geopotential number by the normal gravity value computed on the
 ND0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0167.degrees latitude (g = 980.6199 gals.).
 ND0167
 ND0167.The modeled gravity was interpolated from observed gravity values.
 ND0167
 ND0167;                    North         East    Units  Estimated Accuracy
 ND0167;SPC PA N     -   222,220.      410,470.      MT  (+/- 180 meters Scaled)
 ND0167
 ND0167                          SUPERSEDED SURVEY CONTROL
 ND0167
 ND0167  NGVD 29 (06/03/92)  198.354  (m)          650.77   (f) ADJUSTED    1 2
 ND0167
 ND0167.Superseded values are not recommended for survey control.
 ND0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0167.See file dsdata.txt to determine how the superseded data were derived.
 ND0167
 ND0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG790663(NAD 83)
 ND0167_MARKER: I = METAL ROD
 ND0167_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ND0167_SP_SET: STAINLESS STEEL ROD
 ND0167_STAMPING: B 415 1983
 ND0167_MARK LOGO: NGS   
 ND0167_PROJECTION: FLUSH
 ND0167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0167_ROD/PIPE-DEPTH: 5.9  meters
 ND0167
 ND0167  HISTORY     - Date     Condition        Report By
 ND0167  HISTORY     - 1983     MONUMENTED       NGS
 ND0167
 ND0167                          STATION DESCRIPTION
 ND0167
 ND0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ND0167'4.0 KM (2.45 MI) EAST FROM ERIE.
 ND0167'4.0 KM (2.45 MI) EAST ALONG ALTERNATE STATE HIGHWAY 5 FROM THE
 ND0167'COURTHOUSE IN ERIE TO THE MARK ON THE RIGHT, NEAR THE EXTREME WEST
 ND0167'CORNER OF THE EDISON SCHOOL, 18.38 METERS (60.3 FT) SOUTHEAST OF THE
 ND0167'SOUTHEAST CURB OF THE HIGHWAY, 17.07 METERS (56.0 FT) EAST OF A FIRE
 ND0167'HYDRANT, 0.27 METER (0.9 FT) NORTHWEST OF THE WEST CORNER OF THE
 ND0167'SCHOOL.
 ND0167'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1048 ***********************************************************************
 JW1048  DESIGNATION -  B 416
 JW1048  PID         -  JW1048
 JW1048  STATE/COUNTY-  PA/FAYETTE
 JW1048  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW1048
 JW1048                         *CURRENT SURVEY CONTROL
 JW1048  ___________________________________________________________________
 JW1048* NAD 83(1986)-  39 44 59.     (N)    079 53 16.     (W)     SCALED    
 JW1048* NAVD 88     -       320.232  (meters)    1050.63   (feet)  ADJUSTED  
 JW1048  ___________________________________________________________________
 JW1048  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JW1048  DYNAMIC HT  -         320.050 (meters)    1050.03  (feet)  COMP
 JW1048  MODELED GRAV-     980,047.3   (mgal)                       NAVD 88
 JW1048
 JW1048  VERT ORDER  -  FIRST     CLASS II
 JW1048
 JW1048.The horizontal coordinates were scaled from a topographic map and have
 JW1048.an estimated accuracy of +/- 6 seconds.
 JW1048
 JW1048.The orthometric height was determined by differential leveling
 JW1048.and adjusted by the National Geodetic Survey in June 1991..
 JW1048
 JW1048.The geoid height was determined by GEOID03.
 JW1048
 JW1048.The dynamic height is computed by dividing the NAVD 88
 JW1048.geopotential number by the normal gravity value computed on the
 JW1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1048.degrees latitude (g = 980.6199 gals.).
 JW1048
 JW1048.The modeled gravity was interpolated from observed gravity values.
 JW1048
 JW1048;                    North         East    Units  Estimated Accuracy
 JW1048;SPC PA S     -    48,450.      416,790.      MT  (+/- 180 meters Scaled)
 JW1048
 JW1048                          SUPERSEDED SURVEY CONTROL
 JW1048
 JW1048.No superseded survey control is available for this station.
 JW1048
 JW1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE952005(NAD 83)
 JW1048_MARKER: I = METAL ROD
 JW1048_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JW1048_SP_SET: STAINLESS STEEL ROD
 JW1048_STAMPING: B 416 1983
 JW1048_MARK LOGO: NGS   
 JW1048_PROJECTION: FLUSH
 JW1048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1048_ROD/PIPE-DEPTH: 3.7  meters
 JW1048
 JW1048  HISTORY     - Date     Condition        Report By
 JW1048  HISTORY     - 1983     MONUMENTED       NGS
 JW1048  HISTORY     - 20010217 GOOD             PADT
 JW1048
 JW1048                          STATION DESCRIPTION
 JW1048
 JW1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1048'2.2 KM (1.4 MI) NORTH FROM POINT MARION.
 JW1048'2.2 KM (1.4 MI) NORTH ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE IN
 JW1048'POINT MARION TO THE MARK ON THE RIGHT, NEAR THE WEST END OF A METAL
 JW1048'GUARDRAIL, 6.4 METERS (21.0 FT) SOUTH OF THE CENTERLINE OF THE
 JW1048'HIGHWAY, 14.63 METERS (48.0 FT) SOUTHWEST OF AND ACROSS THE HIGHWAY
 JW1048'FROM UTILITY POLE 170, 0.88 METER (2.9 FT) WEST OF A UTILITY BRACE
 JW1048'POLE, 0.73 METER (2.4 FT) SOUTH OF THE METAL GUARDRAIL.
 JW1048'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 JW1048'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JW1048
 JW1048                          STATION RECOVERY (2001)
 JW1048
 JW1048'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (EPW)
 JW1048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1936 ***********************************************************************
 KX1936  DESIGNATION -  B 417
 KX1936  PID         -  KX1936
 KX1936  STATE/COUNTY-  PA/ALLEGHENY
 KX1936  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1936
 KX1936                         *CURRENT SURVEY CONTROL
 KX1936  ___________________________________________________________________
 KX1936* NAD 83(1986)-  40 24 14.     (N)    079 52 58.     (W)     SCALED    
 KX1936* NAVD 88     -       240.424  (meters)     788.79   (feet)  ADJUSTED  
 KX1936  ___________________________________________________________________
 KX1936  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 KX1936  DYNAMIC HT  -         240.299 (meters)     788.38  (feet)  COMP
 KX1936  MODELED GRAV-     980,101.9   (mgal)                       NAVD 88
 KX1936
 KX1936  VERT ORDER  -  FIRST     CLASS II
 KX1936
 KX1936.The horizontal coordinates were scaled from a topographic map and have
 KX1936.an estimated accuracy of +/- 6 seconds.
 KX1936
 KX1936.The orthometric height was determined by differential leveling
 KX1936.and adjusted by the National Geodetic Survey in June 1991..
 KX1936
 KX1936.The geoid height was determined by GEOID03.
 KX1936
 KX1936.The dynamic height is computed by dividing the NAVD 88
 KX1936.geopotential number by the normal gravity value computed on the
 KX1936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1936.degrees latitude (g = 980.6199 gals.).
 KX1936
 KX1936.The modeled gravity was interpolated from observed gravity values.
 KX1936
 KX1936;                    North         East    Units  Estimated Accuracy
 KX1936;SPC PA S     -   121,060.      418,980.      MT  (+/- 180 meters Scaled)
 KX1936
 KX1936                          SUPERSEDED SURVEY CONTROL
 KX1936
 KX1936.No superseded survey control is available for this station.
 KX1936
 KX1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE948731(NAD 83)
 KX1936_MARKER: DB = BENCH MARK DISK
 KX1936_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KX1936_SP_SET: ABUTMENT
 KX1936_STAMPING: B 417 1983
 KX1936_MARK LOGO: NGS   
 KX1936_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KX1936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1936
 KX1936  HISTORY     - Date     Condition        Report By
 KX1936  HISTORY     - 1983     MONUMENTED       NGS
 KX1936  HISTORY     - 19890701 GOOD             HARTMN
 KX1936
 KX1936                          STATION DESCRIPTION
 KX1936
 KX1936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KX1936'IN WHITAKER.
 KX1936'THE MARK IS 1.1 M ABOVE SIDEWALK.
 KX1936'IN WHITAKER, SET VERTICALLY, IN THE NORTHEAST FACE OF THE SOUTHWEST
 KX1936'ABUTMENT OF THE RANKIN BRIDGE OVER THE MONONGAHELA RIVER, 19.11 METERS
 KX1936'(62.7 FT) NORTHWEST OF THE SOUTHEAST END OF THE ABUTMENT, 1.58 METERS
 KX1936'(5.2 FT) SOUTHWEST OF THE SOUTHWEST CURB OF THE NORTHBOUND LANE OF
 KX1936'STATE HIGHWAY 837 WHICH PASSES UNDER THE BRIDGE.
 KX1936
 KX1936                          STATION RECOVERY (1989)
 KX1936
 KX1936'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1989
 KX1936'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 9.6, IN WHITAKER
 KX1936'BOROUGH, A STANDARD NGS BENCHMARK DISK SET VERTICALLY IN THE
 KX1936'NORTHEAST FACE OF THE SOUTHWEST ABUTMENT OF THE RANKIN BRIDGE OVER
 KX1936'THE MONONGAHELA RIVER, 62.7 FT (19.1 MT) NORTHWEST OF THE SOUTHEAST
 KX1936'END OF THE ABUTMENT 5.2 FT (1.6 MT) SOUTHWEST OF THE SOUTHWEST CURB
 KX1936'OF THE NORTHBOUND LANE OF ROUTE 837, WHICH PASSES UNDER THE BRIDGE
 KX1936'3.6 FT (1.1 MT) ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1930 ***********************************************************************
 KX1930  DESIGNATION -  B 419
 KX1930  PID         -  KX1930
 KX1930  STATE/COUNTY-  PA/ALLEGHENY
 KX1930  USGS QUAD   -  GLASSPORT (1988)
 KX1930
 KX1930                         *CURRENT SURVEY CONTROL
 KX1930  ___________________________________________________________________
 KX1930* NAD 83(1986)-  40 16 50.     (N)    079 53 03.     (W)     SCALED    
 KX1930* NAVD 88     -       236.379  (meters)     775.52   (feet)  ADJUSTED  
 KX1930  ___________________________________________________________________
 KX1930  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KX1930  DYNAMIC HT  -         236.253 (meters)     775.11  (feet)  COMP
 KX1930  MODELED GRAV-     980,087.4   (mgal)                       NAVD 88
 KX1930
 KX1930  VERT ORDER  -  FIRST     CLASS II
 KX1930
 KX1930.The horizontal coordinates were scaled from a topographic map and have
 KX1930.an estimated accuracy of +/- 6 seconds.
 KX1930
 KX1930.The orthometric height was determined by differential leveling
 KX1930.and adjusted by the National Geodetic Survey in June 1991..
 KX1930
 KX1930.The geoid height was determined by GEOID03.
 KX1930
 KX1930.The dynamic height is computed by dividing the NAVD 88
 KX1930.geopotential number by the normal gravity value computed on the
 KX1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1930.degrees latitude (g = 980.6199 gals.).
 KX1930
 KX1930.The modeled gravity was interpolated from observed gravity values.
 KX1930
 KX1930;                    North         East    Units  Estimated Accuracy
 KX1930;SPC PA S     -   107,370.      418,530.      MT  (+/- 180 meters Scaled)
 KX1930
 KX1930                          SUPERSEDED SURVEY CONTROL
 KX1930
 KX1930.No superseded survey control is available for this station.
 KX1930
 KX1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE948594(NAD 83)
 KX1930_MARKER: DB = BENCH MARK DISK
 KX1930_SETTING: 66 = SET IN ROCK OUTCROP
 KX1930_SP_SET: ROCK OUTCROP
 KX1930_STAMPING: B 419 1983
 KX1930_MARK LOGO: NGS   
 KX1930_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX1930_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX1930+STABILITY: POSITION/ELEVATION WELL
 KX1930
 KX1930  HISTORY     - Date     Condition        Report By
 KX1930  HISTORY     - 1983     MONUMENTED       NGS
 KX1930  HISTORY     - 19890604 GOOD             HARTMN
 KX1930
 KX1930                          STATION DESCRIPTION
 KX1930
 KX1930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KX1930'1.6 KM (1.0 MI) SOUTH FROM CLAIRTON.
 KX1930'THE MARK IS 1.0 M ABOVE HIGHWAY.
 KX1930'1.6 KM (1.0 MI) SOUTH ALONG STATE HIGHWAY 837 FROM THE JUNCTION OF ST.
 KX1930'CLAIR AVENUE IN CLAIRTON TO THE MARK ON THE RIGHT, SET VERTICALLY, IN
 KX1930'THE SOUTHEAST FACE OF THE ROCK CUT, 9.75 METERS (32.0 FT) NORTHWEST OF
 KX1930'THE CENTERLINE OF THE HIGHWAY, 42.98 METERS (141.0 FT) SOUTHEAST OF
 KX1930'THE NORTHEAST END OF THE ROCK CUT.
 KX1930
 KX1930                          STATION RECOVERY (1989)
 KX1930
 KX1930'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1989
 KX1930'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 22.5, IN JEFFERSON
 KX1930'BOROUGH, 0.35 MI (0.56 KM) NORTHEAST ALONG ROUTE 837 FROM THE
 KX1930'NORTHWEST END OF THE ELIZABETH BRIDGE, 1 MI (1.6 KM) SOUTHWEST ALONG
 KX1930'ROUTE 837 FROM THE JUNCTION OF ST. CLAIR AVENUE IN CLAIRTON TO THE
 KX1930'MARK ON THE RIGHT, A STANDARD NGS BENCHMARK DISK SET VERTICALLY IN
 KX1930'THE SOUTHEAST FACE OF A ROCK CUT, 32 FT (9.8 MT) NORTHWEST OF THE
 KX1930'CENTER OF THE HIGHWAY, 141 FT (43.0 MT) SOUTHWEST OF THE NORTHEAST
 KX1930'END OF THE ROCK CUT, AND 3 FT (0.9 MT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0302 ***********************************************************************
 KW0302  DESIGNATION -  B 42
 KW0302  PID         -  KW0302
 KW0302  STATE/COUNTY-  PA/SCHUYLKILL
 KW0302  USGS QUAD   -  SHENANDOAH (1977)
 KW0302
 KW0302                         *CURRENT SURVEY CONTROL
 KW0302  ___________________________________________________________________
 KW0302* NAD 83(1986)-  40 47 47.     (N)    076 12 15.     (W)     SCALED    
 KW0302* NAVD 88     -       387.867  (meters)    1272.53   (feet)  ADJUSTED  
 KW0302  ___________________________________________________________________
 KW0302  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KW0302  DYNAMIC HT  -         387.672 (meters)    1271.89  (feet)  COMP
 KW0302  MODELED GRAV-     980,109.8   (mgal)                       NAVD 88
 KW0302
 KW0302  VERT ORDER  -  SECOND    CLASS 0
 KW0302
 KW0302.The horizontal coordinates were scaled from a topographic map and have
 KW0302.an estimated accuracy of +/- 6 seconds.
 KW0302
 KW0302.The orthometric height was determined by differential leveling
 KW0302.and adjusted by the National Geodetic Survey in June 1991..
 KW0302
 KW0302.The geoid height was determined by GEOID03.
 KW0302
 KW0302.The dynamic height is computed by dividing the NAVD 88
 KW0302.geopotential number by the normal gravity value computed on the
 KW0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0302.degrees latitude (g = 980.6199 gals.).
 KW0302
 KW0302.The modeled gravity was interpolated from observed gravity values.
 KW0302
 KW0302;                    North         East    Units  Estimated Accuracy
 KW0302;SPC PA S     -   163,600.      730,450.      MT  (+/- 180 meters Scaled)
 KW0302
 KW0302                          SUPERSEDED SURVEY CONTROL
 KW0302
 KW0302  NGVD 29 (??/??/??)  388.072  (m)         1273.20   (f) ADJUSTED    2 0
 KW0302
 KW0302.Superseded values are not recommended for survey control.
 KW0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0302.See file dsdata.txt to determine how the superseded data were derived.
 KW0302
 KW0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL984168(NAD 83)
 KW0302_MARKER: DB = BENCH MARK DISK
 KW0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0302_STAMPING: B 42 1934
 KW0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0302+STABILITY: SURFACE MOTION
 KW0302
 KW0302  HISTORY     - Date     Condition        Report By
 KW0302  HISTORY     - 1934     MONUMENTED       CGS
 KW0302  HISTORY     - 1959     MARK NOT FOUND   CGS
 KW0302
 KW0302                          STATION DESCRIPTION
 KW0302
 KW0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0302'AT GILBERTON.
 KW0302'AT GILBERTON, SCHUYLKILL COUNTY, ON THE PENNSYLVANIA RAILROAD,
 KW0302'ABOUT 1 MILE SOUTH OF BEAR RUN JUNCTION, ABOUT 1,580 FEET SOUTH
 KW0302'OF MILEPOST 3 BETWEEN BEAR RUN JUNCTION AND FRACKVILLE JUNCTION,
 KW0302'70 FEET SOUTHEAST OF A GRADE CROSSING, 50 FEET EAST OF THE CENTER
 KW0302'LINE OF THE TRACK, 20 FEET EAST OF THE CENTER LINE OF A ROADWAY,
 KW0302'AND 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED B 42
 KW0302'1934 AND SET IN THE TOP OF A CONCRETE POST.
 KW0302
 KW0302                          STATION RECOVERY (1959)
 KW0302
 KW0302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KW0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY2982 ***********************************************************************
 KY2982  DESIGNATION -  B 420
 KY2982  PID         -  KY2982
 KY2982  STATE/COUNTY-  PA/BEAVER
 KY2982  USGS QUAD   -  BEAVER FALLS (1990)
 KY2982
 KY2982                         *CURRENT SURVEY CONTROL
 KY2982  ___________________________________________________________________
 KY2982* NAD 83(1986)-  40 49 51.     (N)    080 19 30.     (W)     SCALED    
 KY2982* NAVD 88     -       289.790  (meters)     950.75   (feet)  ADJUSTED  
 KY2982  ___________________________________________________________________
 KY2982  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 KY2982  DYNAMIC HT  -         289.644 (meters)     950.27  (feet)  COMP
 KY2982  MODELED GRAV-     980,114.0   (mgal)                       NAVD 88
 KY2982
 KY2982  VERT ORDER  -  FIRST     CLASS II
 KY2982
 KY2982.The horizontal coordinates were scaled from a topographic map and have
 KY2982.an estimated accuracy of +/- 6 seconds.
 KY2982
 KY2982.The orthometric height was determined by differential leveling
 KY2982.and adjusted by the National Geodetic Survey in June 1991..
 KY2982
 KY2982.The geoid height was determined by GEOID03.
 KY2982
 KY2982.The dynamic height is computed by dividing the NAVD 88
 KY2982.geopotential number by the normal gravity value computed on the
 KY2982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2982.degrees latitude (g = 980.6199 gals.).
 KY2982
 KY2982.The modeled gravity was interpolated from observed gravity values.
 KY2982
 KY2982;                    North         East    Units  Estimated Accuracy
 KY2982;SPC PA S     -   169,440.      382,830.      MT  (+/- 180 meters Scaled)
 KY2982
 KY2982                          SUPERSEDED SURVEY CONTROL
 KY2982
 KY2982  NGVD 29 (06/03/92)  289.914  (m)          951.16   (f) ADJUSTED    1 2
 KY2982
 KY2982.Superseded values are not recommended for survey control.
 KY2982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2982.See file dsdata.txt to determine how the superseded data were derived.
 KY2982
 KY2982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF569201(NAD 83)
 KY2982_MARKER: I = METAL ROD
 KY2982_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KY2982_SP_SET: STAINLESS STEEL ROD
 KY2982_STAMPING: B 420 1984
 KY2982_MARK LOGO: NGS   
 KY2982_PROJECTION: FLUSH
 KY2982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY2982_ROD/PIPE-DEPTH: 4.2  meters
 KY2982
 KY2982  HISTORY     - Date     Condition        Report By
 KY2982  HISTORY     - 1984     MONUMENTED       NGS
 KY2982
 KY2982                          STATION DESCRIPTION
 KY2982
 KY2982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KY2982'IN KOPPEL.
 KY2982'IN KOPPEL, 0.3 KM (0.2 MI) SOUTH ALONG STATE HIGHWAY 18 FROM THE
 KY2982'JUNCTION OF STATE HIGHWAY 351 TO THE MARK ON THE LEFT, ALSO 0.8 KM
 KY2982'(0.5 MI) NORTHEAST ALONG NORWOOD DRIVE FROM THE BRIDGE OVER THE
 KY2982'RAILROAD IN HOMEWOOD, THENCE 1.1 KM (0.7 MI) NORTH ALONG STATE HIGHWAY
 KY2982'18 TO THE MARK ON THE RIGHT, IN A SMALL PARK, 16.6 METERS (54.4 FT)
 KY2982'EAST OF THE CENTERLINE OF THE HIGHWAY, 12.0 METERS (39.5 FT) WEST OF
 KY2982'THE WEST CURB OF 2ND AVENUE, 15.2 METERS (50.0 FT) NORTH OF A
 KY2982'FLAGPOLE, 0.30 METER (1.0 FT) EAST OF POWER POLE 471-201.
 KY2982'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ8811 ***********************************************************************
 AJ8811  DESIGNATION -  B 421
 AJ8811  PID         -  AJ8811
 AJ8811  STATE/COUNTY-  PA/CENTRE
 AJ8811  USGS QUAD   -  PHILIPSBURG (1994)
 AJ8811
 AJ8811                         *CURRENT SURVEY CONTROL
 AJ8811  ___________________________________________________________________
 AJ8811* NAD 83(1986)-  40 53 10.     (N)    078 11 08.     (W)     SCALED    
 AJ8811* NAVD 88     -       560.552  (meters)    1839.08   (feet)  ADJUSTED  
 AJ8811  ___________________________________________________________________
 AJ8811  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 AJ8811  DYNAMIC HT  -         560.260 (meters)    1838.12  (feet)  COMP
 AJ8811  MODELED GRAV-     980,085.9   (mgal)                       NAVD 88
 AJ8811
 AJ8811  VERT ORDER  -  FIRST     CLASS II
 AJ8811
 AJ8811.The horizontal coordinates were scaled from a topographic map and have
 AJ8811.an estimated accuracy of +/- 6 seconds.
 AJ8811
 AJ8811.The orthometric height was determined by differential leveling
 AJ8811.and adjusted by the National Geodetic Survey in July 2002..
 AJ8811.No vertical observational check was made to the station.
 AJ8811
 AJ8811.The geoid height was determined by GEOID03.
 AJ8811
 AJ8811.The dynamic height is computed by dividing the NAVD 88
 AJ8811.geopotential number by the normal gravity value computed on the
 AJ8811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8811.degrees latitude (g = 980.6199 gals.).
 AJ8811
 AJ8811.The modeled gravity was interpolated from observed gravity values.
 AJ8811
 AJ8811;                    North         East    Units  Estimated Accuracy
 AJ8811;SPC PA N     -    79,990.      563,290.      MT  (+/- 180 meters Scaled)
 AJ8811
 AJ8811                          SUPERSEDED SURVEY CONTROL
 AJ8811
 AJ8811.No superseded survey control is available for this station.
 AJ8811
 AJ8811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF371299(NAD 83)
 AJ8811_MARKER: F = FLANGE-ENCASED ROD
 AJ8811_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ8811+WITH SETTING: INFORMATION.
 AJ8811_STAMPING: B 421 2002
 AJ8811_MARK LOGO: NGS   
 AJ8811_PROJECTION: RECESSED 2 CENTIMETERS
 AJ8811_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ8811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8811_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ8811+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2002
 AJ8811_ROD/PIPE-DEPTH: 2.2  meters
 AJ8811_SLEEVE-DEPTH  : 0.9 meters
 AJ8811
 AJ8811  HISTORY     - Date     Condition        Report By
 AJ8811  HISTORY     - 20020306 MONUMENTED       NGS
 AJ8811
 AJ8811                          STATION DESCRIPTION
 AJ8811
 AJ8811'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 AJ8811'2.35 MI SOUTHEASTERLY ALONG US HIGHWAY 322  FROM THE PHILIPSBURG
 AJ8811'BOROUGH OFFICE
 AJ8811'BUILDING AT 4 NORTH CENTRE STREET IN PHILIPSBURG, 42.0 M SOUTHEAST OF
 AJ8811'THE CENTER OF THE
 AJ8811'FAIRWAY DRIVE, 28.4 FT NORTHEAST OF AND LEVEL WITH THE CENTER OF THE
 AJ8811'HIGHWAY, 5.2 FT
 AJ8811'NORTH-NORTHEAST OF THE ABUNDANT LIFE MINISTRIES MAILBOX, AND 2.0 FT
 AJ8811'NORTHWEST OF
 AJ8811'UTILITY POLE NUMBER 29.  NOTE--ACCESS TO THE DATUM POINE IS THROUGH  A
 AJ8811'5-INCH LOGO CAP.
 AJ8811'THE ROD WAS DRIVEN 2.2 M (7.2 FT) TO REFUSAL AND ANCHORED AND A SLEEVE
 AJ8811'DEPTH OF 0.9 M (3.0 FT).  THE MARK IS ON THE  HIGHWAY RIGHT-OF-WAY.
 AJ8811' 
 AJ8811'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1554 ***********************************************************************
 KW1554  DESIGNATION -  B 43 RESET 1970
 KW1554  PID         -  KW1554
 KW1554  STATE/COUNTY-  PA/MONTOUR
 KW1554  USGS QUAD   -  DANVILLE (1994)
 KW1554
 KW1554                         *CURRENT SURVEY CONTROL
 KW1554  ___________________________________________________________________
 KW1554* NAD 83(1986)-  40 57 52.     (N)    076 37 05.     (W)     SCALED    
 KW1554* NAVD 88     -       139.31   (meters)     457.1    (feet)  RESET     
 KW1554  ___________________________________________________________________
 KW1554  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KW1554
 KW1554  VERT ORDER  -  THIRD
 KW1554
 KW1554.The horizontal coordinates were scaled from a topographic map and have
 KW1554.an estimated accuracy of +/- 6 seconds.
 KW1554
 KW1554.The orthometric height was computed from unverified reset data.
 KW1554
 KW1554.The geoid height was determined by GEOID03.
 KW1554
 KW1554;                    North         East    Units  Estimated Accuracy
 KW1554;SPC PA N     -    89,220.      695,280.      MT  (+/- 180 meters Scaled)
 KW1554
 KW1554                          SUPERSEDED SURVEY CONTROL
 KW1554
 KW1554  NGVD 29 (??/??/??)  139.54   (m)          457.8    (f) RESET       3  
 KW1554
 KW1554.Superseded values are not recommended for survey control.
 KW1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1554.See file dsdata.txt to determine how the superseded data were derived.
 KW1554
 KW1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL638360(NAD 83)
 KW1554_MARKER: DB = BENCH MARK DISK
 KW1554_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1554_SP_SET: BRIDGE
 KW1554_STAMPING: B 43 RESET 1970
 KW1554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW1554+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2004
 KW1554
 KW1554  HISTORY     - Date     Condition        Report By
 KW1554  HISTORY     - 1970     MONUMENTED       ELRR
 KW1554  HISTORY     - 1987     GOOD             USPSQD
 KW1554  HISTORY     - 1989     GOOD             USPSQD
 KW1554  HISTORY     - 20041210 GOOD             GEOCAC
 KW1554
 KW1554                          STATION DESCRIPTION
 KW1554
 KW1554'DESCRIBED BY ERIE LACKAWANNA RAILROAD 1970
 KW1554'AT DANVILLE.
 KW1554'AT DANVILLE, IN THE WEST EDGE OF TOWN AND JUST WEST OF JUNCTION
 KW1554'OF U.S. HWY. 11 AND ST. HWY. 54.  IT IS A BENCH MARK DISK CEMENTED
 KW1554'IN A DRILL HOLE ON THE NORTHWEST CONCRETE WING-WALL OF BRIDGE
 KW1554'CARRYING U.S. HWY. 11 OVER MAHONING CREEK, 98 FEET EAST-SOUTHEAST
 KW1554'OF ENTRANCE TO A AND P STORE PARKING LOT, 29.5 FEET NORTH-NORTHEAST
 KW1554'OF CENTERLINE OF U.S. HWY. 11 (NORTH UMBERLAND STREET), ABOUT 100
 KW1554'FEET EAST OF INTERSECTION OF NORTHUMBERLAND STREET AND FACTORY STREET.
 KW1554'IT IS 3 FEET NORTH OF THE NORTHWEST CORNER OF BRIDGE PARAPET, ABOUT
 KW1554'LEVEL WITH THE SIDEWALK, AND ABOUT 8 INCHES ABOVE LEVEL OF THE
 KW1554'ROADWAY.  NOTE-- ELEVATION DETERMINED FROM TBMS ESTABLISHED BY
 KW1554'ENGINEERS OF THE ERIE LACKAWANNA RAILWAY COMPANY BEFORE BENCH
 KW1554'MARK B 43 1934 WAS DISTURBED.
 KW1554
 KW1554                          STATION RECOVERY (1987)
 KW1554
 KW1554'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 KW1554'RECOVERED IN GOOD CONDITION.
 KW1554
 KW1554                          STATION RECOVERY (1989)
 KW1554
 KW1554'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1554'RECOVERED IN GOOD CONDITION.
 KW1554
 KW1554                          STATION RECOVERY (2004)
 KW1554
 KW1554'RECOVERY NOTE BY GEOCACHING 2004 (BB)
 KW1554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0134 ***********************************************************************
 KW0134  DESIGNATION -  B 44
 KW0134  PID         -  KW0134
 KW0134  STATE/COUNTY-  PA/SCHUYLKILL
 KW0134  USGS QUAD   -  PINE GROVE (1977)
 KW0134
 KW0134                         *CURRENT SURVEY CONTROL
 KW0134  ___________________________________________________________________
 KW0134* NAD 83(1986)-  40 32 37.     (N)    076 23 04.     (W)     SCALED    
 KW0134* NAVD 88     -       156.614  (meters)     513.82   (feet)  ADJUSTED  
 KW0134  ___________________________________________________________________
 KW0134  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 KW0134  DYNAMIC HT  -         156.537 (meters)     513.57  (feet)  COMP
 KW0134  MODELED GRAV-     980,128.5   (mgal)                       NAVD 88
 KW0134
 KW0134  VERT ORDER  -  SECOND    CLASS 0
 KW0134
 KW0134.The horizontal coordinates were scaled from a topographic map and have
 KW0134.an estimated accuracy of +/- 6 seconds.
 KW0134
 KW0134.The orthometric height was determined by differential leveling
 KW0134.and adjusted by the National Geodetic Survey in June 1991..
 KW0134
 KW0134.The geoid height was determined by GEOID03.
 KW0134
 KW0134.The dynamic height is computed by dividing the NAVD 88
 KW0134.geopotential number by the normal gravity value computed on the
 KW0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0134.degrees latitude (g = 980.6199 gals.).
 KW0134
 KW0134.The modeled gravity was interpolated from observed gravity values.
 KW0134
 KW0134;                    North         East    Units  Estimated Accuracy
 KW0134;SPC PA S     -   135,280.      715,670.      MT  (+/- 180 meters Scaled)
 KW0134
 KW0134                          SUPERSEDED SURVEY CONTROL
 KW0134
 KW0134  NGVD 29 (??/??/??)  156.821  (m)          514.50   (f) ADJUSTED    2 0
 KW0134
 KW0134.Superseded values are not recommended for survey control.
 KW0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0134.See file dsdata.txt to determine how the superseded data were derived.
 KW0134
 KW0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK827890(NAD 83)
 KW0134_MARKER: DB = BENCH MARK DISK
 KW0134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0134_SP_SET: ABUTMENT
 KW0134_STAMPING: B 44 1934
 KW0134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0134
 KW0134  HISTORY     - Date     Condition        Report By
 KW0134  HISTORY     - 1934     MONUMENTED       CGS
 KW0134  HISTORY     - 1967     GOOD             CGS
 KW0134  HISTORY     - 20060429 MARK NOT FOUND   GEOCAC
 KW0134
 KW0134                          STATION DESCRIPTION
 KW0134
 KW0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0134'AT PINE GROVE.
 KW0134'AT PINE GROVE, SCHUYLKILL COUNTY, ON THE READING RAILWAY, 0.5
 KW0134'MILE SOUTH OF THE STATION, 306 FEET SOUTHWEST OF THE CROSSING
 KW0134'OF STATE HIGHWAY 895, AT BRIDGE 17/30, IN THE TOP OF THE
 KW0134'SOUTHEAST END OF THE NORTHEAST ABUTMENT, 6.4 FEET SOUTHEAST OF
 KW0134'THE SOUTHEAST RAIL OF THE DOUBLE TRACK, AND ABOUT 3 FEET LOWER
 KW0134'THAN THE TOP OF THE RAIL.
 KW0134
 KW0134                          STATION RECOVERY (1967)
 KW0134
 KW0134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KW0134'RECOVERED IN GOOD CONDITION.
 KW0134
 KW0134                          STATION RECOVERY (2006)
 KW0134
 KW0134'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0134'BRIDGE HAS BEEN PARTIALLY REMOVED. NORTHEAST ABUTMENT IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0282 ***********************************************************************
 LZ0282  DESIGNATION -  B 45
 LZ0282  PID         -  LZ0282
 LZ0282  STATE/COUNTY-  PA/LYCOMING
 LZ0282  USGS QUAD   -  MONTOURSVILLE SOUTH (1994)
 LZ0282
 LZ0282                         *CURRENT SURVEY CONTROL
 LZ0282  ___________________________________________________________________
 LZ0282* NAD 83(1986)-  41 13 45.     (N)    076 53 42.     (W)     SCALED    
 LZ0282* NAVD 88     -       157.571  (meters)     516.96   (feet)  ADJUSTED  
 LZ0282  ___________________________________________________________________
 LZ0282  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 LZ0282  DYNAMIC HT  -         157.502 (meters)     516.74  (feet)  COMP
 LZ0282  MODELED GRAV-     980,185.5   (mgal)                       NAVD 88
 LZ0282
 LZ0282  VERT ORDER  -  FIRST     CLASS II
 LZ0282
 LZ0282.The horizontal coordinates were scaled from a topographic map and have
 LZ0282.an estimated accuracy of +/- 6 seconds.
 LZ0282
 LZ0282.The orthometric height was determined by differential leveling
 LZ0282.and adjusted by the National Geodetic Survey in June 1991..
 LZ0282
 LZ0282.The geoid height was determined by GEOID03.
 LZ0282
 LZ0282.The dynamic height is computed by dividing the NAVD 88
 LZ0282.geopotential number by the normal gravity value computed on the
 LZ0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0282.degrees latitude (g = 980.6199 gals.).
 LZ0282
 LZ0282.The modeled gravity was interpolated from observed gravity values.
 LZ0282
 LZ0282;                    North         East    Units  Estimated Accuracy
 LZ0282;SPC PA N     -   118,350.      671,680.      MT  (+/- 180 meters Scaled)
 LZ0282
 LZ0282                          SUPERSEDED SURVEY CONTROL
 LZ0282
 LZ0282  NGVD 29 (??/??/92)  157.787  (m)          517.67   (f) ADJ UNCH    1 2
 LZ0282
 LZ0282.Superseded values are not recommended for survey control.
 LZ0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0282.See file dsdata.txt to determine how the superseded data were derived.
 LZ0282
 LZ0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL411659(NAD 83)
 LZ0282_MARKER: DB = BENCH MARK DISK
 LZ0282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0282_SP_SET: FOUNDATION
 LZ0282_STAMPING: B 45 1934
 LZ0282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0282
 LZ0282  HISTORY     - Date     Condition        Report By
 LZ0282  HISTORY     - 1934     MONUMENTED       CGS
 LZ0282
 LZ0282                          STATION DESCRIPTION
 LZ0282
 LZ0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0282'6.4 MI E FROM WILLIAMSPORT.
 LZ0282'ABOUT 6.4 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM MARKET
 LZ0282'STREET STATION AT WILLIAMSPORT, LYCOMING COUNTY, ABOUT 700
 LZ0282'FEET WEST OF MILEPOST 255, 6 FEET WEST OF POLE 254+35, IN THE
 LZ0282'SOUTHEAST CORNER OF THE STONE FOUNDATION OF A DESTROYED RAILROAD
 LZ0282'BUILDING, 15 FEET NORTH OF THE CENTER LINE OF THE WESTBOUND
 LZ0282'TRACK, ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL, AND COVERED
 LZ0282'WITH ABOUT 6 INCHES OF DIRT.  A STANDARD DISK, STAMPED B 45 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0209 ***********************************************************************
 KW0209  DESIGNATION -  B 46
 KW0209  PID         -  KW0209
 KW0209  STATE/COUNTY-  PA/SCHUYLKILL
 KW0209  USGS QUAD   -  PINE GROVE (1977)
 KW0209
 KW0209                         *CURRENT SURVEY CONTROL
 KW0209  ___________________________________________________________________
 KW0209* NAD 83(1986)-  40 31 44.     (N)    076 26 50.     (W)     SCALED    
 KW0209* NAVD 88     -       149.744  (meters)     491.29   (feet)  ADJUSTED  
 KW0209  ___________________________________________________________________
 KW0209  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 KW0209  DYNAMIC HT  -         149.670 (meters)     491.04  (feet)  COMP
 KW0209  MODELED GRAV-     980,127.1   (mgal)                       NAVD 88
 KW0209
 KW0209  VERT ORDER  -  SECOND    CLASS 0
 KW0209
 KW0209.The horizontal coordinates were scaled from a topographic map and have
 KW0209.an estimated accuracy of +/- 6 seconds.
 KW0209
 KW0209.The orthometric height was determined by differential leveling
 KW0209.and adjusted by the National Geodetic Survey in June 1991..
 KW0209
 KW0209.The geoid height was determined by GEOID03.
 KW0209
 KW0209.The dynamic height is computed by dividing the NAVD 88
 KW0209.geopotential number by the normal gravity value computed on the
 KW0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0209.degrees latitude (g = 980.6199 gals.).
 KW0209
 KW0209.The modeled gravity was interpolated from observed gravity values.
 KW0209
 KW0209;                    North         East    Units  Estimated Accuracy
 KW0209;SPC PA S     -   133,560.      710,380.      MT  (+/- 180 meters Scaled)
 KW0209
 KW0209                          SUPERSEDED SURVEY CONTROL
 KW0209
 KW0209  NGVD 29 (??/??/??)  149.945  (m)          491.94   (f) ADJUSTED    2 0
 KW0209
 KW0209.Superseded values are not recommended for survey control.
 KW0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0209.See file dsdata.txt to determine how the superseded data were derived.
 KW0209
 KW0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK774874(NAD 83)
 KW0209_MARKER: DB = BENCH MARK DISK
 KW0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0209_STAMPING: B 46 1934
 KW0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0209+STABILITY: SURFACE MOTION
 KW0209_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0209+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 KW0209
 KW0209  HISTORY     - Date     Condition        Report By
 KW0209  HISTORY     - 1934     MONUMENTED       CGS
 KW0209  HISTORY     - 1960     GOOD             CGS
 KW0209  HISTORY     - 1967     GOOD             CGS
 KW0209  HISTORY     - 20060429 GOOD             GEOCAC
 KW0209
 KW0209                          STATION DESCRIPTION
 KW0209
 KW0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0209'1.1 MI E FROM SUEDBERG.
 KW0209'ABOUT 1.1 MILES EAST ALONG THE READING RAILWAY FROM THE BRIDGE
 KW0209'OVER MILL CREEK AT SUEDBERG, AT A PRIVATE ROAD CROSSING, 15.5
 KW0209'FEET SOUTH OF THE SOUTH RAIL, 14 1/2 FEET EAST OF THE CENTER OF
 KW0209'ROAD, 27 1/2 FEET SOUTHEAST OF THE CENTER ROAD CROSSING TRACK,
 KW0209'3 3/4 RAILS EAST OF MILE POST NUMBER 18-40, 1 FOOT BELOW THE
 KW0209'LEVEL OF THE TRACK.  IT PROJECTS ABOUT 4 INCHES ABOVE THE
 KW0209'SURFACE OF THE GROUND, AND IS SET IN THE TOP OF A CONCRETE POST.
 KW0209
 KW0209                          STATION RECOVERY (1967)
 KW0209
 KW0209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KW0209'RECOVERED IN GOOD CONDITION.
 KW0209
 KW0209                          STATION RECOVERY (2006)
 KW0209
 KW0209'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0209'RAILROAD TRACKS HAVE BEEN REMOVED BUT ROADBED REMAINS AS A TRAIL.
 KW0209' 
 KW0209'TO REACH FROM I-81 AND STATE RTE 443 FOLLOW RTE 443 WEST FOR
 KW0209'APPROXIMATELY 1.05 MILE TO A DIRT ROAD RIGHT, TURN LEFT ON A FARM LANE
 KW0209'FOLLOW THE FARM LANE SOUTH FOR APPROXIMATELY 800 FEET TO END OF
 KW0209'VEHICLE TRAVEL. MARK IS PAST THREE POLES BLOCKING VEHICLES FROM THE
 KW0209'RAILBED, ACROSS THE ROADBED, TO THE LEFT.
 KW0209' 
 KW0209'MARK IS 35.5 FEET AT 153 DEGREES FROM THE EASTERNMOST OF THREE 3 FOOT
 KW0209'HIGH POSTS, 34.8 FEET AT 217 DEGREES AND ACROSS THE ROADBED FROM A
 KW0209'DOUBLE FORK TREE, 15 FEET SOUTH OF THE CENTER LINE OF THE TRAIL, SET
 KW0209'IN A CONCRETE POST AT GROUND LEVEL.
 KW0209' 
 KW0209'HH2 N 40 31 44.1 W 076 26 49.8
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0126 ***********************************************************************
 LZ0126  DESIGNATION -  B 47
 LZ0126  PID         -  LZ0126
 LZ0126  STATE/COUNTY-  PA/LUZERNE
 LZ0126  USGS QUAD   -  BERWICK (1989)
 LZ0126
 LZ0126                         *CURRENT SURVEY CONTROL
 LZ0126  ___________________________________________________________________
 LZ0126* NAD 83(1986)-  41 03 55.     (N)    076 11 36.     (W)     SCALED    
 LZ0126* NAVD 88     -       158.180  (meters)     518.96   (feet)  ADJUSTED  
 LZ0126  ___________________________________________________________________
 LZ0126  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 LZ0126  DYNAMIC HT  -         158.113 (meters)     518.74  (feet)  COMP
 LZ0126  MODELED GRAV-     980,198.4   (mgal)                       NAVD 88
 LZ0126
 LZ0126  VERT ORDER  -  SECOND    CLASS 0
 LZ0126
 LZ0126.The horizontal coordinates were scaled from a topographic map and have
 LZ0126.an estimated accuracy of +/- 6 seconds.
 LZ0126
 LZ0126.The orthometric height was determined by differential leveling
 LZ0126.and adjusted by the National Geodetic Survey in June 1991..
 LZ0126
 LZ0126.The geoid height was determined by GEOID03.
 LZ0126
 LZ0126.The dynamic height is computed by dividing the NAVD 88
 LZ0126.geopotential number by the normal gravity value computed on the
 LZ0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0126.degrees latitude (g = 980.6199 gals.).
 LZ0126
 LZ0126.The modeled gravity was interpolated from observed gravity values.
 LZ0126
 LZ0126;                    North         East    Units  Estimated Accuracy
 LZ0126;SPC PA N     -   100,970.      730,830.      MT  (+/- 180 meters Scaled)
 LZ0126
 LZ0126                          SUPERSEDED SURVEY CONTROL
 LZ0126
 LZ0126  NGVD 29 (??/??/92)  158.394  (m)          519.66   (f) ADJ UNCH    2 0
 LZ0126
 LZ0126.Superseded values are not recommended for survey control.
 LZ0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0126.See file dsdata.txt to determine how the superseded data were derived.
 LZ0126
 LZ0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL997466(NAD 83)
 LZ0126_MARKER: DB = BENCH MARK DISK
 LZ0126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0126_SP_SET: CULVERT
 LZ0126_STAMPING: B 47 1934
 LZ0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0126
 LZ0126  HISTORY     - Date     Condition        Report By
 LZ0126  HISTORY     - 1934     MONUMENTED       CGS
 LZ0126
 LZ0126                          STATION DESCRIPTION
 LZ0126
 LZ0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0126'8.8 MI SW FROM SHICKSHINNY.
 LZ0126'8.8 MILES SOUTHWEST ALONG THE ERIE-LACKAWANNA RAILROAD FROM
 LZ0126'SHICKSHINNY, 1,800 FEET WEST OF MILEPOST 175, 80 FEET SOUTH OF
 LZ0126'A TWO-STORY FRAME HOUSE, AT A 10-FOOT CONCRETE CULVERT, IN THE
 LZ0126'SOUTH HEADWALL, 2 FEET FROM THE EAST END, 6 FEET SOUTH OF THE
 LZ0126'SOUTH RAIL, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.
 LZ0126'A STANDARD DISK, STAMPED B 47 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2767 ***********************************************************************
 KV2767  DESIGNATION -  B 48
 KV2767  PID         -  KV2767
 KV2767  STATE/COUNTY-  PA/CARBON
 KV2767  USGS QUAD   -  WEATHERLY (1976)
 KV2767
 KV2767                         *CURRENT SURVEY CONTROL
 KV2767  ___________________________________________________________________
 KV2767* NAD 83(1986)-  40 53 00.     (N)    075 45 42.     (W)     SCALED    
 KV2767* NAVD 88     -       179.867  (meters)     590.11   (feet)  ADJUSTED  
 KV2767  ___________________________________________________________________
 KV2767  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KV2767  DYNAMIC HT  -         179.779 (meters)     589.82  (feet)  COMP
 KV2767  MODELED GRAV-     980,132.5   (mgal)                       NAVD 88
 KV2767
 KV2767  VERT ORDER  -  SECOND    CLASS 0
 KV2767
 KV2767.The horizontal coordinates were scaled from a topographic map and have
 KV2767.an estimated accuracy of +/- 6 seconds.
 KV2767
 KV2767.The orthometric height was determined by differential leveling
 KV2767.and adjusted by the National Geodetic Survey in June 1991..
 KV2767
 KV2767.The geoid height was determined by GEOID03.
 KV2767
 KV2767.The dynamic height is computed by dividing the NAVD 88
 KV2767.geopotential number by the normal gravity value computed on the
 KV2767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2767.degrees latitude (g = 980.6199 gals.).
 KV2767
 KV2767.The modeled gravity was interpolated from observed gravity values.
 KV2767
 KV2767;                    North         East    Units  Estimated Accuracy
 KV2767;SPC PA N     -    81,510.      767,570.      MT  (+/- 180 meters Scaled)
 KV2767
 KV2767                          SUPERSEDED SURVEY CONTROL
 KV2767
 KV2767  NGVD 29 (??/??/??)  180.072  (m)          590.79   (f) ADJUSTED    2 0
 KV2767
 KV2767.Superseded values are not recommended for survey control.
 KV2767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2767.See file dsdata.txt to determine how the superseded data were derived.
 KV2767
 KV2767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL358260(NAD 83)
 KV2767_MARKER: DB = BENCH MARK DISK
 KV2767_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2767_SP_SET: BRIDGE WALL
 KV2767_STAMPING: B 48 1934
 KV2767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2767
 KV2767  HISTORY     - Date     Condition        Report By
 KV2767  HISTORY     - 1934     MONUMENTED       CGS
 KV2767  HISTORY     - 20010509 MARK NOT FOUND   PADT
 KV2767
 KV2767                          STATION DESCRIPTION
 KV2767
 KV2767'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV2767'6 MI S FROM PENN HAVEN JUNCTION.
 KV2767'6 MILES SOUTH ALONG THE LEHIGH VALLEY RAILROAD FROM PENN HAVEN
 KV2767'JUNCTION, CARBON COUNTY, AT BRIDGE 124, IN THE SOUTHWEST WING
 KV2767'WALL, 30 FEET WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT
 KV2767'1-1/2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 KV2767'STAMPED B 48 1934.
 KV2767
 KV2767                          STATION RECOVERY (2001)
 KV2767
 KV2767'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (SQ)
 KV2767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0225 ***********************************************************************
 LZ0225  DESIGNATION -  B 49
 LZ0225  PID         -  LZ0225
 LZ0225  STATE/COUNTY-  PA/SULLIVAN
 LZ0225  USGS QUAD   -  LAPORTE (1981)
 LZ0225
 LZ0225                         *CURRENT SURVEY CONTROL
 LZ0225  ___________________________________________________________________
 LZ0225* NAD 83(1986)-  41 28 18.     (N)    076 24 17.     (W)     SCALED    
 LZ0225* NAVD 88     -       522.023  (meters)    1712.67   (feet)  ADJUSTED  
 LZ0225  ___________________________________________________________________
 LZ0225  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 LZ0225  DYNAMIC HT  -         521.786 (meters)    1711.89  (feet)  COMP
 LZ0225  MODELED GRAV-     980,153.8   (mgal)                       NAVD 88
 LZ0225
 LZ0225  VERT ORDER  -  SECOND    CLASS 0
 LZ0225
 LZ0225.The horizontal coordinates were scaled from a topographic map and have
 LZ0225.an estimated accuracy of +/- 6 seconds.
 LZ0225
 LZ0225.The orthometric height was determined by differential leveling
 LZ0225.and adjusted by the National Geodetic Survey in June 1991..
 LZ0225
 LZ0225.The geoid height was determined by GEOID03.
 LZ0225
 LZ0225.The dynamic height is computed by dividing the NAVD 88
 LZ0225.geopotential number by the normal gravity value computed on the
 LZ0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0225.degrees latitude (g = 980.6199 gals.).
 LZ0225
 LZ0225.The modeled gravity was interpolated from observed gravity values.
 LZ0225
 LZ0225;                    North         East    Units  Estimated Accuracy
 LZ0225;SPC PA N     -   145,800.      712,370.      MT  (+/- 180 meters Scaled)
 LZ0225
 LZ0225                          SUPERSEDED SURVEY CONTROL
 LZ0225
 LZ0225  NGVD 29 (??/??/92)  522.181  (m)         1713.19   (f) ADJ UNCH    2 0
 LZ0225
 LZ0225.Superseded values are not recommended for survey control.
 LZ0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0225.See file dsdata.txt to determine how the superseded data were derived.
 LZ0225
 LZ0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL827920(NAD 83)
 LZ0225_MARKER: DB = BENCH MARK DISK
 LZ0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0225_STAMPING: B 49 1934
 LZ0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0225+STABILITY: SURFACE MOTION
 LZ0225
 LZ0225  HISTORY     - Date     Condition        Report By
 LZ0225  HISTORY     - 1934     MONUMENTED       CGS
 LZ0225
 LZ0225                          STATION DESCRIPTION
 LZ0225
 LZ0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0225'2 MI S FROM SATTERFIELD.
 LZ0225'2.0 MILES SOUTH ALONG THE ABANDONED WILLIAMSPORT AND NORTH
 LZ0225'BRANCH RAILWAY FROM SATTERFIELD, SULLIVAN COUNTY, 9 FEET SOUTHEAST
 LZ0225'OF POLE 1611, AT HIGHWAY STATION 47+30, AND 26 FEET WEST OF THE
 LZ0225'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED B 49 1934
 LZ0225'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 16 INCHES
 LZ0225'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0901 ***********************************************************************
 KW0901  DESIGNATION -  B 5
 KW0901  PID         -  KW0901
 KW0901  STATE/COUNTY-  PA/LANCASTER
 KW0901  USGS QUAD   -  YORK HAVEN (1990)
 KW0901
 KW0901                         *CURRENT SURVEY CONTROL
 KW0901  ___________________________________________________________________
 KW0901* NAD 83(1986)-  40 04 14.     (N)    076 38 52.     (W)     SCALED    
 KW0901* NAVD 88     -        85.922  (meters)     281.90   (feet)  ADJUSTED  
 KW0901  ___________________________________________________________________
 KW0901  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KW0901  DYNAMIC HT  -          85.877 (meters)     281.75  (feet)  COMP
 KW0901  MODELED GRAV-     980,107.2   (mgal)                       NAVD 88
 KW0901
 KW0901  VERT ORDER  -  FIRST     CLASS II
 KW0901
 KW0901.The horizontal coordinates were scaled from a topographic map and have
 KW0901.an estimated accuracy of +/- 6 seconds.
 KW0901
 KW0901.The orthometric height was determined by differential leveling
 KW0901.and adjusted by the National Geodetic Survey in June 1991..
 KW0901
 KW0901.The geoid height was determined by GEOID03.
 KW0901
 KW0901.The dynamic height is computed by dividing the NAVD 88
 KW0901.geopotential number by the normal gravity value computed on the
 KW0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0901.degrees latitude (g = 980.6199 gals.).
 KW0901
 KW0901.The modeled gravity was interpolated from observed gravity values.
 KW0901
 KW0901;                    North         East    Units  Estimated Accuracy
 KW0901;SPC PA S     -    82,440.      694,020.      MT  (+/- 180 meters Scaled)
 KW0901
 KW0901                          SUPERSEDED SURVEY CONTROL
 KW0901
 KW0901  NGVD 29 (??/??/??)   86.167  (m)          282.70   (f) ADJUSTED    1 2
 KW0901
 KW0901.Superseded values are not recommended for survey control.
 KW0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0901.See file dsdata.txt to determine how the superseded data were derived.
 KW0901
 KW0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK594368(NAD 83)
 KW0901_MARKER: DB = BENCH MARK DISK
 KW0901_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0901_SP_SET: WALL
 KW0901_STAMPING: B 5 1955
 KW0901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0901_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0901+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2005
 KW0901
 KW0901  HISTORY     - Date     Condition        Report By
 KW0901  HISTORY     - 1955     MONUMENTED       CGS
 KW0901  HISTORY     - 1979     GOOD             NGS
 KW0901  HISTORY     - 20050109 GOOD             GEOCAC
 KW0901
 KW0901                          STATION DESCRIPTION
 KW0901
 KW0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KW0901'2.2 MI SE FROM BAINBRIDGE.
 KW0901'ABOUT 2.2 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW0901'THE STATION AT BAINBRIDGE, ABOUT 0.15 MILE EAST-SOUTHEAST OF MILE
 KW0901'POST 89, ABOUT 0.2 MILE EAST-SOUTHEAST OF ROAD CROSSING AT
 KW0901'BILLMYER, ABOUT 186 YARDS EAST-SOUTHEAST OF A RAILROAD SCALE
 KW0901'HOUSE, 70 1/2 FEET NORTH AND ACROSS TRACK FROM STEEL TROLLEY
 KW0901'POLE NO. C 88-85, 31 1/2 FEET NORTH-NORTHEAST OF NEAR RAIL OF
 KW0901'MAIN TRACK, 18 1/2 FEET NORTH-NORTHEAST OF NEAR RAIL OF A SIDE
 KW0901'TRACK, SET VERTICALLY IN THE SOUTH-SOUTHWEST FACE OF A 9 FOOT
 KW0901'HIGH AND 31 FOOT LONG CONCRETE RETAINING WALL, 2.2 FEET
 KW0901'EAST-SOUTHEAST OF THE WEST-NORTHWEST END OF RETAINING WALL AND
 KW0901'ABOUT 2 FEET ABOVE LEVEL OF TRACK.
 KW0901
 KW0901                          STATION RECOVERY (1979)
 KW0901
 KW0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW0901'RECOVERED IN GOOD CONDITION.
 KW0901
 KW0901                          STATION RECOVERY (2005)
 KW0901
 KW0901'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0901'MARK IS ON THE PROPERTY OF BAINBRIDGE SPORTSMEN'S CLUB AND IS BEHIND A
 KW0901'GATE. PERMISSION IS NECESSARY TO ACCESS THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0363 ***********************************************************************
 KW0363  DESIGNATION -  B 50
 KW0363  PID         -  KW0363
 KW0363  STATE/COUNTY-  PA/SCHUYLKILL
 KW0363  USGS QUAD   -  DELANO (1976)
 KW0363
 KW0363                         *CURRENT SURVEY CONTROL
 KW0363  ___________________________________________________________________
 KW0363* NAD 83(1986)-  40 52 12.     (N)    076 01 50.     (W)     SCALED    
 KW0363* NAVD 88     -       485.579  (meters)    1593.10   (feet)  ADJUSTED  
 KW0363  ___________________________________________________________________
 KW0363  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KW0363  DYNAMIC HT  -         485.334 (meters)    1592.30  (feet)  COMP
 KW0363  MODELED GRAV-     980,104.8   (mgal)                       NAVD 88
 KW0363
 KW0363  VERT ORDER  -  SECOND    CLASS 0
 KW0363
 KW0363.The horizontal coordinates were scaled from a topographic map and have
 KW0363.an estimated accuracy of +/- 6 seconds.
 KW0363
 KW0363.The orthometric height was determined by differential leveling
 KW0363.and adjusted by the National Geodetic Survey in June 1991..
 KW0363
 KW0363.The geoid height was determined by GEOID03.
 KW0363
 KW0363.The dynamic height is computed by dividing the NAVD 88
 KW0363.geopotential number by the normal gravity value computed on the
 KW0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0363.degrees latitude (g = 980.6199 gals.).
 KW0363
 KW0363.The modeled gravity was interpolated from observed gravity values.
 KW0363
 KW0363;                    North         East    Units  Estimated Accuracy
 KW0363;SPC PA S     -   172,040.      744,940.      MT  (+/- 180 meters Scaled)
 KW0363
 KW0363                          SUPERSEDED SURVEY CONTROL
 KW0363
 KW0363  NGVD 29 (??/??/??)  485.767  (m)         1593.72   (f) ADJUSTED    2 0
 KW0363
 KW0363.Superseded values are not recommended for survey control.
 KW0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0363.See file dsdata.txt to determine how the superseded data were derived.
 KW0363
 KW0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL131248(NAD 83)
 KW0363_MARKER: DB = BENCH MARK DISK
 KW0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0363_STAMPING: B 50 1934
 KW0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0363+STABILITY: SURFACE MOTION
 KW0363
 KW0363  HISTORY     - Date     Condition        Report By
 KW0363  HISTORY     - 1934     MONUMENTED       CGS
 KW0363
 KW0363                          STATION DESCRIPTION
 KW0363
 KW0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0363'AT LOFTY.
 KW0363'920 FEET SOUTH ALONG THE MC ADOO BRANCH OF THE READING CO. RAILWAY
 KW0363'FROM LOFTY JUNCTION, SCHUYLKILL COUNTY, AT LOFTY, ON THE TRACK
 KW0363'ABOVE THE LOFTY JUNCTION TUNNEL, ABOUT 550 FEET SOUTH OF THE
 KW0363'SECTION SHANTY, 25 FEET EAST OF THE CENTER LINE OF THE TRACK,
 KW0363'AND ABOUT LEVEL WITH THE TOP OF THE RAIL.  SET IN THE TOP OF A
 KW0363'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0047 ***********************************************************************
 LZ0047  DESIGNATION -  B 51
 LZ0047  PID         -  LZ0047
 LZ0047  STATE/COUNTY-  PA/BRADFORD
 LZ0047  USGS QUAD   -  MONROETON (1982)
 LZ0047
 LZ0047                         *CURRENT SURVEY CONTROL
 LZ0047  ___________________________________________________________________
 LZ0047* NAD 83(1986)-  41 42 27.     (N)    076 28 19.     (W)     SCALED    
 LZ0047* NAVD 88     -       235.282  (meters)     771.92   (feet)  ADJUSTED  
 LZ0047  ___________________________________________________________________
 LZ0047  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LZ0047  DYNAMIC HT  -         235.188 (meters)     771.61  (feet)  COMP
 LZ0047  MODELED GRAV-     980,215.8   (mgal)                       NAVD 88
 LZ0047
 LZ0047  VERT ORDER  -  SECOND    CLASS 0
 LZ0047
 LZ0047.The horizontal coordinates were scaled from a topographic map and have
 LZ0047.an estimated accuracy of +/- 6 seconds.
 LZ0047
 LZ0047.The orthometric height was determined by differential leveling
 LZ0047.and adjusted by the National Geodetic Survey in June 1991..
 LZ0047
 LZ0047.The geoid height was determined by GEOID03.
 LZ0047
 LZ0047.The dynamic height is computed by dividing the NAVD 88
 LZ0047.geopotential number by the normal gravity value computed on the
 LZ0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0047.degrees latitude (g = 980.6199 gals.).
 LZ0047
 LZ0047.The modeled gravity was interpolated from observed gravity values.
 LZ0047
 LZ0047;                    North         East    Units  Estimated Accuracy
 LZ0047;SPC PA N     -   171,900.      706,360.      MT  (+/- 180 meters Scaled)
 LZ0047
 LZ0047                          SUPERSEDED SURVEY CONTROL
 LZ0047
 LZ0047  NGVD 29 (??/??/92)  235.489  (m)          772.60   (f) ADJ UNCH    2 0
 LZ0047
 LZ0047.Superseded values are not recommended for survey control.
 LZ0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0047.See file dsdata.txt to determine how the superseded data were derived.
 LZ0047
 LZ0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM775183(NAD 83)
 LZ0047_MARKER: DB = BENCH MARK DISK
 LZ0047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0047_SP_SET: WALL
 LZ0047_STAMPING: B 51 1934
 LZ0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0047
 LZ0047  HISTORY     - Date     Condition        Report By
 LZ0047  HISTORY     - 1934     MONUMENTED       CGS
 LZ0047  HISTORY     - 1969     GOOD             NGS
 LZ0047
 LZ0047                          STATION DESCRIPTION
 LZ0047
 LZ0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ0047'0.5 MI S FROM MONROETON.
 LZ0047'0.5 MILE SOUTH ALONG THE LEHIGH VALLEY RAILROAD FROM MONROETON,
 LZ0047'BRADFORD COUNTY, 0.2 MILE NORTH OF MILEPOST 249, AT 150-FOOT-SPAN
 LZ0047'STEEL BRIDGE SL 249, IN THE TOP OF THE EAST END OF THE NORTH
 LZ0047'BACK WALL, 6 FEET EAST OF THE EAST RAIL, AND ABOUT 1 FOOT LOWER
 LZ0047'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED B 51 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0089 ***********************************************************************
 JV0089  DESIGNATION -  B 51
 JV0089  PID         -  JV0089
 JV0089  STATE/COUNTY-  PA/LANCASTER
 JV0089  USGS QUAD   -  SAFE HARBOR (1995)
 JV0089
 JV0089                         *CURRENT SURVEY CONTROL
 JV0089  ___________________________________________________________________
 JV0089* NAD 83(1986)-  39 55 44.     (N)    076 23 59.     (W)     SCALED    
 JV0089* NAVD 88     -        71.013  (meters)     232.98   (feet)  ADJUSTED  
 JV0089  ___________________________________________________________________
 JV0089  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JV0089  DYNAMIC HT  -          70.977 (meters)     232.86  (feet)  COMP
 JV0089  MODELED GRAV-     980,121.8   (mgal)                       NAVD 88
 JV0089
 JV0089  VERT ORDER  -  FIRST     CLASS II
 JV0089
 JV0089.The horizontal coordinates were scaled from a topographic map and have
 JV0089.an estimated accuracy of +/- 6 seconds.
 JV0089
 JV0089.The orthometric height was determined by differential leveling
 JV0089.and adjusted by the National Geodetic Survey in June 1991..
 JV0089
 JV0089.The geoid height was determined by GEOID03.
 JV0089
 JV0089.The dynamic height is computed by dividing the NAVD 88
 JV0089.geopotential number by the normal gravity value computed on the
 JV0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0089.degrees latitude (g = 980.6199 gals.).
 JV0089
 JV0089.The modeled gravity was interpolated from observed gravity values.
 JV0089
 JV0089;                    North         East    Units  Estimated Accuracy
 JV0089;SPC PA S     -    67,010.      715,420.      MT  (+/- 180 meters Scaled)
 JV0089
 JV0089                          SUPERSEDED SURVEY CONTROL
 JV0089
 JV0089  NGVD 29 (??/??/??)   71.289  (m)          233.89   (f) ADJUSTED    1 2
 JV0089
 JV0089.Superseded values are not recommended for survey control.
 JV0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0089.See file dsdata.txt to determine how the superseded data were derived.
 JV0089
 JV0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK803208(NAD 83)
 JV0089_MARKER: B = BOLT
 JV0089_SETTING: 66 = SET IN ROCK OUTCROP
 JV0089_SP_SET: ROCK CUT
 JV0089_STAMPING: B 51
 JV0089_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV0089+STABILITY: POSITION/ELEVATION WELL
 JV0089
 JV0089  HISTORY     - Date     Condition        Report By
 JV0089  HISTORY     - UNK      MONUMENTED       RBNF
 JV0089  HISTORY     - 1955     GOOD             CGS
 JV0089  HISTORY     - 1979     GOOD             NGS
 JV0089
 JV0089                          STATION DESCRIPTION
 JV0089
 JV0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JV0089'0.6 MI NW FROM SAFE HARBOR.
 JV0089'ABOUT 0.6 MILE NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 JV0089'THE NORTHEAST END OF DAM ACROSS SUSQUEHANNA RIVER AT SAFE HARBOR,
 JV0089'ABOUT 253 YARDS SOUTHEAST OF MILE POST 34, ABOUT 123 YARDS
 JV0089'NORTHWEST OF NORTHWEST SIDE OF CONCRETE ENTRANCE INTO THE
 JV0089'BOTTOM OF A HILL AND BARGE UNLOADING CRANE, 15.6 FEET NORTHEAST
 JV0089'OF NORTHEAST RAIL, 3 FEET LOWER AND 2 FEET SOUTHEAST OF THE
 JV0089'LETTERS B M AFFIXED IN CONCRETE TO SLANTING ROCK FACE OF ROCK
 JV0089'CUT, THE TOP OF A HEXAGONAL BRASS BOLT IN THE TOP OF A SMALL ROCK
 JV0089'SHELF AND 1 FOOT ABOVE THE BOTTOM OF 20-FOOT HIGH ROCK CUT.
 JV0089
 JV0089                          STATION RECOVERY (1979)
 JV0089
 JV0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV0089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1724 ***********************************************************************
 LY1724  DESIGNATION -  B 52
 LY1724  PID         -  LY1724
 LY1724  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1724  USGS QUAD   -  MONTROSE EAST (1992)
 LY1724
 LY1724                         *CURRENT SURVEY CONTROL
 LY1724  ___________________________________________________________________
 LY1724* NAD 83(1986)-  41 49 59.     (N)    075 52 12.     (W)     SCALED    
 LY1724* NAVD 88     -       490.624  (meters)    1609.66   (feet)  ADJUSTED  
 LY1724  ___________________________________________________________________
 LY1724  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 LY1724  DYNAMIC HT  -         490.424 (meters)    1609.00  (feet)  COMP
 LY1724  MODELED GRAV-     980,198.4   (mgal)                       NAVD 88
 LY1724
 LY1724  VERT ORDER  -  SECOND    CLASS 0
 LY1724
 LY1724.The horizontal coordinates were scaled from a topographic map and have
 LY1724.an estimated accuracy of +/- 6 seconds.
 LY1724
 LY1724.The orthometric height was determined by differential leveling
 LY1724.and adjusted by the National Geodetic Survey in June 1991..
 LY1724
 LY1724.The geoid height was determined by GEOID03.
 LY1724
 LY1724.The dynamic height is computed by dividing the NAVD 88
 LY1724.geopotential number by the normal gravity value computed on the
 LY1724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1724.degrees latitude (g = 980.6199 gals.).
 LY1724
 LY1724.The modeled gravity was interpolated from observed gravity values.
 LY1724
 LY1724;                    North         East    Units  Estimated Accuracy
 LY1724;SPC PA N     -   186,760.      756,150.      MT  (+/- 180 meters Scaled)
 LY1724
 LY1724                          SUPERSEDED SURVEY CONTROL
 LY1724
 LY1724  NGVD 29 (??/??/92)  490.783  (m)         1610.18   (f) ADJ UNCH    2 0
 LY1724
 LY1724.Superseded values are not recommended for survey control.
 LY1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1724.See file dsdata.txt to determine how the superseded data were derived.
 LY1724
 LY1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM277316(NAD 83)
 LY1724_MARKER: DB = BENCH MARK DISK
 LY1724_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1724_SP_SET: WATER STAND BASE
 LY1724_STAMPING: B 52 1934
 LY1724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1724
 LY1724  HISTORY     - Date     Condition        Report By
 LY1724  HISTORY     - 1934     MONUMENTED       CGS
 LY1724
 LY1724                          STATION DESCRIPTION
 LY1724
 LY1724'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LY1724'AT MONTROSE.
 LY1724'AT MONTROSE, SUSQUEHANNA COUNTY, ON THE LEHIGH VALLEY RAILROAD,
 LY1724'300 FEET NORTH OF THE STATION, IN THE BASE OF A WATER STAND,
 LY1724'12 FEET WEST OF THE CENTERLINE OF THE TRACK, AND ABOUT 6 INCHES
 LY1724'ABOVE THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED B 52 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0049 ***********************************************************************
 LZ0049  DESIGNATION -  B 53
 LZ0049  PID         -  LZ0049
 LZ0049  STATE/COUNTY-  PA/BRADFORD
 LZ0049  USGS QUAD   -  MONROETON (1982)
 LZ0049
 LZ0049                         *CURRENT SURVEY CONTROL
 LZ0049  ___________________________________________________________________
 LZ0049* NAD 83(1986)-  41 42 52.     (N)    076 28 35.     (W)     SCALED    
 LZ0049* NAVD 88     -       232.203  (meters)     761.82   (feet)  ADJUSTED  
 LZ0049  ___________________________________________________________________
 LZ0049  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 LZ0049  DYNAMIC HT  -         232.110 (meters)     761.51  (feet)  COMP
 LZ0049  MODELED GRAV-     980,216.9   (mgal)                       NAVD 88
 LZ0049
 LZ0049  VERT ORDER  -  SECOND    CLASS 0
 LZ0049
 LZ0049.The horizontal coordinates were scaled from a topographic map and have
 LZ0049.an estimated accuracy of +/- 6 seconds.
 LZ0049
 LZ0049.The orthometric height was determined by differential leveling
 LZ0049.and adjusted by the National Geodetic Survey in June 1991..
 LZ0049
 LZ0049.The geoid height was determined by GEOID03.
 LZ0049
 LZ0049.The dynamic height is computed by dividing the NAVD 88
 LZ0049.geopotential number by the normal gravity value computed on the
 LZ0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0049.degrees latitude (g = 980.6199 gals.).
 LZ0049
 LZ0049.The modeled gravity was interpolated from observed gravity values.
 LZ0049
 LZ0049;                    North         East    Units  Estimated Accuracy
 LZ0049;SPC PA N     -   172,670.      705,980.      MT  (+/- 180 meters Scaled)
 LZ0049
 LZ0049                          SUPERSEDED SURVEY CONTROL
 LZ0049
 LZ0049  NGVD 29 (??/??/92)  232.409  (m)          762.50   (f) ADJ UNCH    2 0
 LZ0049
 LZ0049.Superseded values are not recommended for survey control.
 LZ0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0049.See file dsdata.txt to determine how the superseded data were derived.
 LZ0049
 LZ0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM771191(NAD 83)
 LZ0049_MARKER: DB = BENCH MARK DISK
 LZ0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0049_STAMPING: B 53 1934
 LZ0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0049+STABILITY: SURFACE MOTION
 LZ0049
 LZ0049  HISTORY     - Date     Condition        Report By
 LZ0049  HISTORY     - 1934     MONUMENTED       CGS
 LZ0049  HISTORY     - 1969     MARK NOT FOUND   NGS
 LZ0049
 LZ0049                          STATION DESCRIPTION
 LZ0049
 LZ0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ0049'AT MONROETON.
 LZ0049'AT MONROETON, BRADFORD COUNTY, 250 FEET SOUTH OF THE SUSQUEHANNA
 LZ0049'AND NEW YORK RAILROAD STATION, 70 FEET NORTHEAST OF POLE 4+5,
 LZ0049'70 FEET WEST OF THE OLD MILL, 38 FEET EAST OF THE EAST RAIL, AND
 LZ0049'LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED B
 LZ0049'53 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 LZ0049'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1768 ***********************************************************************
 LY1768  DESIGNATION -  B 54
 LY1768  PID         -  LY1768
 LY1768  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1768  USGS QUAD   -  THOMPSON (1994)
 LY1768
 LY1768                         *CURRENT SURVEY CONTROL
 LY1768  ___________________________________________________________________
 LY1768* NAD 83(1986)-  41 51 24.     (N)    075 32 20.     (W)     SCALED    
 LY1768* NAVD 88     -       565.410  (meters)    1855.02   (feet)  ADJUSTED  
 LY1768  ___________________________________________________________________
 LY1768  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 LY1768  DYNAMIC HT  -         565.191 (meters)    1854.30  (feet)  COMP
 LY1768  MODELED GRAV-     980,215.5   (mgal)                       NAVD 88
 LY1768
 LY1768  VERT ORDER  -  SECOND    CLASS 0
 LY1768
 LY1768.The horizontal coordinates were scaled from a topographic map and have
 LY1768.an estimated accuracy of +/- 6 seconds.
 LY1768
 LY1768.The orthometric height was determined by differential leveling
 LY1768.and adjusted by the National Geodetic Survey in June 1991..
 LY1768
 LY1768.The geoid height was determined by GEOID03.
 LY1768
 LY1768.The dynamic height is computed by dividing the NAVD 88
 LY1768.geopotential number by the normal gravity value computed on the
 LY1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1768.degrees latitude (g = 980.6199 gals.).
 LY1768
 LY1768.The modeled gravity was interpolated from observed gravity values.
 LY1768
 LY1768;                    North         East    Units  Estimated Accuracy
 LY1768;SPC PA N     -   190,030.      783,580.      MT  (+/- 180 meters Scaled)
 LY1768
 LY1768                          SUPERSEDED SURVEY CONTROL
 LY1768
 LY1768  NGVD 29 (??/??/92)  565.568  (m)         1855.53   (f) ADJ UNCH    2 0
 LY1768
 LY1768.Superseded values are not recommended for survey control.
 LY1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1768.See file dsdata.txt to determine how the superseded data were derived.
 LY1768
 LY1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM552340(NAD 83)
 LY1768_MARKER: DB = BENCH MARK DISK
 LY1768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1768_STAMPING: B 54 1934
 LY1768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1768+STABILITY: SURFACE MOTION
 LY1768
 LY1768  HISTORY     - Date     Condition        Report By
 LY1768  HISTORY     - 1934     MONUMENTED       CGS
 LY1768
 LY1768                          STATION DESCRIPTION
 LY1768
 LY1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LY1768'2.2 MI S FROM THOMPSON.
 LY1768'2.2 MILES SOUTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM
 LY1768'THOMPSON, ABOUT 1,250 FEET NORTH OF ERIE RAILROAD MILEPOST S 17,
 LY1768'ABOUT 520 FEET SOUTH OF A ROAD CROSSING, 38 FEET WEST OF THE
 LY1768'DELAWARE AND HUDSON RAILROAD SOUTH-BOUND TRACK, 15 FEET SOUTH
 LY1768'OF A POLE, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK,
 LY1768'STAMPED B 54 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1322 ***********************************************************************
 LY1322  DESIGNATION -  B 55
 LY1322  PID         -  LY1322
 LY1322  STATE/COUNTY-  PA/LUZERNE
 LY1322  USGS QUAD   -  PITTSTON (1994)
 LY1322
 LY1322                         *CURRENT SURVEY CONTROL
 LY1322  ___________________________________________________________________
 LY1322* NAD 83(1986)-  41 19 29.     (N)    075 48 56.     (W)     SCALED    
 LY1322* NAVD 88     -       175.057  (meters)     574.33   (feet)  ADJUSTED  
 LY1322  ___________________________________________________________________
 LY1322  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 LY1322  DYNAMIC HT  -         174.989 (meters)     574.11  (feet)  COMP
 LY1322  MODELED GRAV-     980,229.6   (mgal)                       NAVD 88
 LY1322
 LY1322  VERT ORDER  -  SECOND    CLASS 0
 LY1322
 LY1322.The horizontal coordinates were scaled from a topographic map and have
 LY1322.an estimated accuracy of +/- 6 seconds.
 LY1322
 LY1322.The orthometric height was determined by differential leveling
 LY1322.and adjusted by the National Geodetic Survey in June 1991..
 LY1322
 LY1322.The geoid height was determined by GEOID03.
 LY1322
 LY1322.The dynamic height is computed by dividing the NAVD 88
 LY1322.geopotential number by the normal gravity value computed on the
 LY1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1322.degrees latitude (g = 980.6199 gals.).
 LY1322
 LY1322.The modeled gravity was interpolated from observed gravity values.
 LY1322
 LY1322;                    North         East    Units  Estimated Accuracy
 LY1322;SPC PA N     -   130,420.      761,930.      MT  (+/- 180 meters Scaled)
 LY1322
 LY1322                          SUPERSEDED SURVEY CONTROL
 LY1322
 LY1322  NGVD 29 (??/??/92)  175.276  (m)          575.05   (f) ADJ UNCH    2 0
 LY1322
 LY1322.Superseded values are not recommended for survey control.
 LY1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1322.See file dsdata.txt to determine how the superseded data were derived.
 LY1322
 LY1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL317751(NAD 83)
 LY1322_MARKER: DB = BENCH MARK DISK
 LY1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1322_STAMPING: B 55 1934
 LY1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1322+STABILITY: SURFACE MOTION
 LY1322
 LY1322  HISTORY     - Date     Condition        Report By
 LY1322  HISTORY     - 1934     MONUMENTED       PAGS
 LY1322  HISTORY     - 1959     MARK NOT FOUND   NGS
 LY1322
 LY1322                          STATION DESCRIPTION
 LY1322
 LY1322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LY1322'AT EXETER.
 LY1322'AT EXETER, LUZERNE COUNTY, ON THE ERIE-LACKAWANNA RAILROAD, 100
 LY1322'FEET WEST OF MILEAGE 144.5, 120 FEET SOUTH OF THE PROPERTY LINE
 LY1322'OF THE LEHIGH VALLEY COAL CO. COLLIERY, 50 FEET EAST OF THE
 LY1322'CENTERLINE OF PENN AVENUE, 20 FEET NORTH OF THE CENTERLINE OF THE
 LY1322'NORTH-BOUND TRACK, AND ABOUT 4 FEET HIGHER THAN THE TOP OF THE
 LY1322'RAIL.  A COMMONWEALTH OF PENNSYLVANIA STANDARD DISK, STAMPED B 55
 LY1322'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1338 ***********************************************************************
 LY1338  DESIGNATION -  B 56
 LY1338  PID         -  LY1338
 LY1338  STATE/COUNTY-  PA/LACKAWANNA
 LY1338  USGS QUAD   -  SCRANTON (1994)
 LY1338
 LY1338                         *CURRENT SURVEY CONTROL
 LY1338  ___________________________________________________________________
 LY1338* NAD 83(1986)-  41 26 16.     (N)    075 38 55.     (W)     SCALED    
 LY1338* NAVD 88     -       216.165  (meters)     709.20   (feet)  ADJUSTED  
 LY1338  ___________________________________________________________________
 LY1338  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 LY1338  DYNAMIC HT  -         216.081 (meters)     708.93  (feet)  COMP
 LY1338  MODELED GRAV-     980,230.0   (mgal)                       NAVD 88
 LY1338
 LY1338  VERT ORDER  -  SECOND    CLASS 0
 LY1338
 LY1338.The horizontal coordinates were scaled from a topographic map and have
 LY1338.an estimated accuracy of +/- 6 seconds.
 LY1338
 LY1338.The orthometric height was determined by differential leveling
 LY1338.and adjusted by the National Geodetic Survey in June 1991..
 LY1338.WARNING-Repeat measurements at this control monument indicate possible
 LY1338.vertical movement.
 LY1338
 LY1338.The geoid height was determined by GEOID03.
 LY1338
 LY1338.The dynamic height is computed by dividing the NAVD 88
 LY1338.geopotential number by the normal gravity value computed on the
 LY1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1338.degrees latitude (g = 980.6199 gals.).
 LY1338
 LY1338.The modeled gravity was interpolated from observed gravity values.
 LY1338
 LY1338;                    North         East    Units  Estimated Accuracy
 LY1338;SPC PA N     -   143,290.      775,600.      MT  (+/- 180 meters Scaled)
 LY1338
 LY1338                          SUPERSEDED SURVEY CONTROL
 LY1338
 LY1338  NGVD 29 (??/??/92)  216.384  (m)          709.92   (f) ADJ UNCH    2 0
 LY1338
 LY1338.Superseded values are not recommended for survey control.
 LY1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1338.See file dsdata.txt to determine how the superseded data were derived.
 LY1338
 LY1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL458875(NAD 83)
 LY1338_MARKER: DB = BENCH MARK DISK
 LY1338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1338_SP_SET: ABUTMENT
 LY1338_STAMPING: B 56 1934
 LY1338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY1338+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 LY1338
 LY1338  HISTORY     - Date     Condition        Report By
 LY1338  HISTORY     - 1934     MONUMENTED       CGS
 LY1338  HISTORY     - 1961     GOOD             NGS
 LY1338  HISTORY     - 19990701 GOOD             PADT
 LY1338  HISTORY     - 20050212 GOOD             INDIV
 LY1338  HISTORY     - 20050519 GOOD             PADT
 LY1338  HISTORY     - 20060424 GOOD             PADT
 LY1338
 LY1338                          STATION DESCRIPTION
 LY1338
 LY1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LY1338'AT SCRANTON.
 LY1338'AT SCRANTON, LACKAWANNA COUNTY, ON THE DELAWARE AND HUDSON
 LY1338'RAILROAD, 500 FEET WEST OF THE CENTERLINE OF DEPOT STREET,
 LY1338'100 FEET NORTH OF THE CENTERLINE OF AMELIA STREET, AT 150-FOOT
 LY1338'STEEL-TRUSS BRIDGE 72/11, IN THE SOUTH END OF THE EAST ABUTMENT,
 LY1338'12 FEET SOUTH OF THE EAST-BOUND TRACK, AND 5.5 FEET LOWER THAN
 LY1338'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED B 56 1934.
 LY1338
 LY1338                          STATION RECOVERY (1999)
 LY1338
 LY1338'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (JG)
 LY1338'RECOVERED IN GOOD CONDITION.
 LY1338
 LY1338                          STATION RECOVERY (2005)
 LY1338
 LY1338'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JKM)
 LY1338'RECOVERED IN GOOD CONDITION.  HANDHELD GPS WAAS-CORRECTED COORDINATES
 LY1338'FOR THE STATION ARE 41 26 16.62(N) 075 38 54.48(W).
 LY1338
 LY1338                          STATION RECOVERY (2005)
 LY1338
 LY1338'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (JMT)
 LY1338'RECOVERED IN GOOD CONDITION.
 LY1338
 LY1338                          STATION RECOVERY (2006)
 LY1338
 LY1338'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (MM)
 LY1338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1356 ***********************************************************************
 LY1356  DESIGNATION -  B 57
 LY1356  PID         -  LY1356
 LY1356  STATE/COUNTY-  PA/LUZERNE
 LY1356  USGS QUAD   -  KINGSTON (1983)
 LY1356
 LY1356                         *CURRENT SURVEY CONTROL
 LY1356  ___________________________________________________________________
 LY1356* NAD 83(1986)-  41 17 08.     (N)    075 53 39.     (W)     SCALED    
 LY1356* NAVD 88     -       182.257  (meters)     597.95   (feet)  ADJUSTED  
 LY1356  ___________________________________________________________________
 LY1356  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 LY1356  DYNAMIC HT  -         182.181 (meters)     597.71  (feet)  COMP
 LY1356  MODELED GRAV-     980,207.9   (mgal)                       NAVD 88
 LY1356
 LY1356  VERT ORDER  -  SECOND    CLASS 0
 LY1356
 LY1356.The horizontal coordinates were scaled from a topographic map and have
 LY1356.an estimated accuracy of +/- 6 seconds.
 LY1356
 LY1356.The orthometric height was determined by differential leveling
 LY1356.and adjusted by the National Geodetic Survey in June 1991..
 LY1356
 LY1356.The geoid height was determined by GEOID03.
 LY1356
 LY1356.The dynamic height is computed by dividing the NAVD 88
 LY1356.geopotential number by the normal gravity value computed on the
 LY1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1356.degrees latitude (g = 980.6199 gals.).
 LY1356
 LY1356.The modeled gravity was interpolated from observed gravity values.
 LY1356
 LY1356;                    North         East    Units  Estimated Accuracy
 LY1356;SPC PA N     -   125,920.      755,450.      MT  (+/- 180 meters Scaled)
 LY1356
 LY1356                          SUPERSEDED SURVEY CONTROL
 LY1356
 LY1356  NGVD 29 (??/??/92)  182.466  (m)          598.64   (f) ADJ UNCH    2 0
 LY1356
 LY1356.Superseded values are not recommended for survey control.
 LY1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1356.See file dsdata.txt to determine how the superseded data were derived.
 LY1356
 LY1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL251708(NAD 83)
 LY1356_MARKER: DB = BENCH MARK DISK
 LY1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1356_STAMPING: B 57 1934
 LY1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1356+STABILITY: SURFACE MOTION
 LY1356
 LY1356  HISTORY     - Date     Condition        Report By
 LY1356  HISTORY     - 1934     MONUMENTED       PAGS
 LY1356
 LY1356                          STATION DESCRIPTION
 LY1356
 LY1356'DESCRIBED BY PENNSYLVANIA GEODETIC SURVEY 1934
 LY1356'AT LUZERNE.
 LY1356'AT LUZERNE, ON THE LEHIGH VALLEY RAILROAD, 110 FEET EAST OF THE
 LY1356'STATION, 90 FEET EAST OF THE CENTER OF THE BENNETT STREET CROSSING,
 LY1356'12 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND 6 INCHES LOWER
 LY1356'THAN THE TOP OF THE RAIL.  SET IN THE TOP OF A CONCRETE POST,
 LY1356'PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1713 ***********************************************************************
 LY1713  DESIGNATION -  B 58
 LY1713  PID         -  LY1713
 LY1713  STATE/COUNTY-  PA/WYOMING
 LY1713  USGS QUAD   -  SPRINGVILLE (1969)
 LY1713
 LY1713                         *CURRENT SURVEY CONTROL
 LY1713  ___________________________________________________________________
 LY1713* NAD 83(1986)-  41 38 20.     (N)    075 55 58.     (W)     SCALED    
 LY1713* NAVD 88     -       298.814  (meters)     980.36   (feet)  ADJUSTED  
 LY1713  ___________________________________________________________________
 LY1713  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 LY1713  DYNAMIC HT  -         298.699 (meters)     979.98  (feet)  COMP
 LY1713  MODELED GRAV-     980,228.6   (mgal)                       NAVD 88
 LY1713
 LY1713  VERT ORDER  -  SECOND    CLASS 0
 LY1713
 LY1713.The horizontal coordinates were scaled from a topographic map and have
 LY1713.an estimated accuracy of +/- 6 seconds.
 LY1713
 LY1713.The orthometric height was determined by differential leveling
 LY1713.and adjusted by the National Geodetic Survey in June 1991..
 LY1713
 LY1713.The geoid height was determined by GEOID03.
 LY1713
 LY1713.The dynamic height is computed by dividing the NAVD 88
 LY1713.geopotential number by the normal gravity value computed on the
 LY1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1713.degrees latitude (g = 980.6199 gals.).
 LY1713
 LY1713.The modeled gravity was interpolated from observed gravity values.
 LY1713
 LY1713;                    North         East    Units  Estimated Accuracy
 LY1713;SPC PA N     -   165,090.      751,390.      MT  (+/- 180 meters Scaled)
 LY1713
 LY1713                          SUPERSEDED SURVEY CONTROL
 LY1713
 LY1713  NGVD 29 (??/??/92)  299.009  (m)          981.00   (f) ADJ UNCH    2 0
 LY1713
 LY1713.Superseded values are not recommended for survey control.
 LY1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1713.See file dsdata.txt to determine how the superseded data were derived.
 LY1713
 LY1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM223101(NAD 83)
 LY1713_MARKER: DB = BENCH MARK DISK
 LY1713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1713_STAMPING: B 58 1934
 LY1713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1713+STABILITY: SURFACE MOTION
 LY1713
 LY1713  HISTORY     - Date     Condition        Report By
 LY1713  HISTORY     - 1934     MONUMENTED       CGS
 LY1713
 LY1713                          STATION DESCRIPTION
 LY1713
 LY1713'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LY1713'AT AVERY.
 LY1713'AT AVERY, WYOMING COUNTY, 160 FEET NORTH OF THE STATION, 0.5 MILE
 LY1713'NORTH OF MILEPOST 216, 150 FEET NORTH OF A SECONDARY-ROAD
 LY1713'CROSSING, 21 FEET WEST OF THE CENTERLINE OF THE TRACK, 7 FEET
 LY1713'WEST OF THE NORTHWEST CORNER OF THE RAY LABARR PROPERTY IN 1934,
 LY1713'AND ABOUT 1 FOOT ABOVE THE TOP OF THE RAIL.  A STANDARD DISK,
 LY1713'STAMPED B 58 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LY1713'1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0727 ***********************************************************************
 KW0727  DESIGNATION -  B 6 PADH
 KW0727  PID         -  KW0727
 KW0727  STATE/COUNTY-  PA/LANCASTER
 KW0727  USGS QUAD   -  COLUMBIA EAST (1995)
 KW0727
 KW0727                         *CURRENT SURVEY CONTROL
 KW0727  ___________________________________________________________________
 KW0727* NAD 83(1986)-  40 01 55.     (N)    076 28 14.     (W)     SCALED    
 KW0727* NAVD 88     -        97.487  (meters)     319.84   (feet)  ADJUSTED  
 KW0727  ___________________________________________________________________
 KW0727  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KW0727  DYNAMIC HT  -          97.437 (meters)     319.67  (feet)  COMP
 KW0727  MODELED GRAV-     980,113.3   (mgal)                       NAVD 88
 KW0727
 KW0727  VERT ORDER  -  FIRST     CLASS II
 KW0727
 KW0727.The horizontal coordinates were scaled from a topographic map and have
 KW0727.an estimated accuracy of +/- 6 seconds.
 KW0727
 KW0727.The orthometric height was determined by differential leveling
 KW0727.and adjusted by the National Geodetic Survey in June 1991..
 KW0727
 KW0727.The geoid height was determined by GEOID03.
 KW0727
 KW0727.The dynamic height is computed by dividing the NAVD 88
 KW0727.geopotential number by the normal gravity value computed on the
 KW0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0727.degrees latitude (g = 980.6199 gals.).
 KW0727
 KW0727.The modeled gravity was interpolated from observed gravity values.
 KW0727
 KW0727;                    North         East    Units  Estimated Accuracy
 KW0727;SPC PA S     -    78,360.      709,200.      MT  (+/- 180 meters Scaled)
 KW0727
 KW0727                          SUPERSEDED SURVEY CONTROL
 KW0727
 KW0727  NGVD 29 (??/??/??)   97.739  (m)          320.67   (f) ADJUSTED    1 2
 KW0727
 KW0727.Superseded values are not recommended for survey control.
 KW0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0727.See file dsdata.txt to determine how the superseded data were derived.
 KW0727
 KW0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK745323(NAD 83)
 KW0727_MARKER: DD = SURVEY DISK
 KW0727_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0727_SP_SET: BRIDGE
 KW0727_STAMPING: B 6 1966
 KW0727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0727_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0727+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2004
 KW0727
 KW0727  HISTORY     - Date     Condition        Report By
 KW0727  HISTORY     - 1955     MONUMENTED       PADH
 KW0727  HISTORY     - 1955     GOOD             CGS
 KW0727  HISTORY     - 1966     GOOD             CGS
 KW0727  HISTORY     - 20040725 GOOD             GEOCAC
 KW0727
 KW0727                          STATION DESCRIPTION
 KW0727
 KW0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KW0727'2 MI E FROM COLUMBIA.
 KW0727'ABOUT 1.95 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 KW0727'OF STATE HIGHWAYS 441 AND 241 AT COLUMBIA, ABOUT 0.1 MILE EAST
 KW0727'OF CROSSING OF A STEEL TOWER POWER TRANSMISSION LINE, AT THE
 KW0727'BOTTOM OF GRADES, IN THE TOP OF SOUTHEAST END OF NORTHWEST WING
 KW0727'WALL OF AN 8-FOOT CONCRETE BRIDGE, 22 FEET NORTH OF CENTER LINE
 KW0727'OF HIGHWAY, 0.2 FOOT NORTH OF NORTH CONCRETE BANISTER AND ABOUT
 KW0727'LEVEL WITH HIGHWAY.  NOTE-- STAMPED BY THIS PARTY.
 KW0727
 KW0727                          STATION RECOVERY (1966)
 KW0727
 KW0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KW0727'RECOVERED IN GOOD CONDITION.
 KW0727
 KW0727                          STATION RECOVERY (2004)
 KW0727
 KW0727'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1062 ***********************************************************************
 LY1062  DESIGNATION -  B 60
 LY1062  PID         -  LY1062
 LY1062  STATE/COUNTY-  PA/WAYNE
 LY1062  USGS QUAD   -  HONESDALE (1980)
 LY1062
 LY1062                         *CURRENT SURVEY CONTROL
 LY1062  ___________________________________________________________________
 LY1062* NAD 83(1986)-  41 34 49.     (N)    075 18 56.     (W)     SCALED    
 LY1062* NAVD 88     -       355.396  (meters)    1165.99   (feet)  ADJUSTED  
 LY1062  ___________________________________________________________________
 LY1062  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 LY1062  DYNAMIC HT  -         355.257 (meters)    1165.54  (feet)  COMP
 LY1062  MODELED GRAV-     980,221.4   (mgal)                       NAVD 88
 LY1062
 LY1062  VERT ORDER  -  SECOND    CLASS 0
 LY1062
 LY1062.The horizontal coordinates were scaled from a topographic map and have
 LY1062.an estimated accuracy of +/- 6 seconds.
 LY1062
 LY1062.The orthometric height was determined by differential leveling
 LY1062.and adjusted by the National Geodetic Survey in June 1991..
 LY1062
 LY1062.The geoid height was determined by GEOID03.
 LY1062
 LY1062.The dynamic height is computed by dividing the NAVD 88
 LY1062.geopotential number by the normal gravity value computed on the
 LY1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1062.degrees latitude (g = 980.6199 gals.).
 LY1062
 LY1062.The modeled gravity was interpolated from observed gravity values.
 LY1062
 LY1062;                    North         East    Units  Estimated Accuracy
 LY1062;SPC PA N     -   159,840.      802,980.      MT  (+/- 180 meters Scaled)
 LY1062
 LY1062                          SUPERSEDED SURVEY CONTROL
 LY1062
 LY1062  NGVD 29 (??/??/92)  355.588  (m)         1166.62   (f) ADJ UNCH    2 0
 LY1062
 LY1062.Superseded values are not recommended for survey control.
 LY1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1062.See file dsdata.txt to determine how the superseded data were derived.
 LY1062
 LY1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM736032(NAD 83)
 LY1062_MARKER: DB = BENCH MARK DISK
 LY1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1062_STAMPING: B 60 1934
 LY1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1062+STABILITY: SURFACE MOTION
 LY1062
 LY1062  HISTORY     - Date     Condition        Report By
 LY1062  HISTORY     - 1943     MONUMENTED       CGS
 LY1062
 LY1062                          STATION DESCRIPTION
 LY1062
 LY1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 LY1062'3.3 MI W FROM HONESDALE.
 LY1062'3.3 MILES WEST ALONG U.S. HIGHWAY 6 FROM HONESDALE, WAYNE COUNTY,
 LY1062'ABOUT 75 FEET WEST OF THE SERVICE STATION OF RALPH H. JEITZ, ON
 LY1062'THE PROPERTY OF THE SAME, AT HIGHWAY STATION 4/47, 24 FEET NORTH
 LY1062'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN
 LY1062'THE HIGHWAY.  A STANDARD DISK, STAMPED B 60 1934 AND SET IN
 LY1062'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0330 ***********************************************************************
 MB0330  DESIGNATION -  B 61
 MB0330  PID         -  MB0330
 MB0330  STATE/COUNTY-  PA/CRAWFORD
 MB0330  USGS QUAD   -  GREENVILLE EAST (1970)
 MB0330
 MB0330                         *CURRENT SURVEY CONTROL
 MB0330  ___________________________________________________________________
 MB0330* NAD 83(1986)-  41 29 35.     (N)    080 21 53.     (W)     SCALED    
 MB0330* NAVD 88     -       304.272  (meters)     998.27   (feet)  ADJUSTED  
 MB0330  ___________________________________________________________________
 MB0330  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MB0330  DYNAMIC HT  -         304.145 (meters)     997.85  (feet)  COMP
 MB0330  MODELED GRAV-     980,194.8   (mgal)                       NAVD 88
 MB0330
 MB0330  VERT ORDER  -  SECOND    CLASS 0
 MB0330
 MB0330.The horizontal coordinates were scaled from a topographic map and have
 MB0330.an estimated accuracy of +/- 6 seconds.
 MB0330
 MB0330.The orthometric height was determined by differential leveling
 MB0330.and adjusted by the National Geodetic Survey in June 1991..
 MB0330
 MB0330.The geoid height was determined by GEOID03.
 MB0330
 MB0330.The dynamic height is computed by dividing the NAVD 88
 MB0330.geopotential number by the normal gravity value computed on the
 MB0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0330.degrees latitude (g = 980.6199 gals.).
 MB0330
 MB0330.The modeled gravity was interpolated from observed gravity values.
 MB0330
 MB0330;                    North         East    Units  Estimated Accuracy
 MB0330;SPC PA N     -   150,600.      381,700.      MT  (+/- 180 meters Scaled)
 MB0330
 MB0330                          SUPERSEDED SURVEY CONTROL
 MB0330
 MB0330  NGVD 29 (??/??/92)  304.445  (m)          998.83   (f) ADJ UNCH    2 0
 MB0330
 MB0330.Superseded values are not recommended for survey control.
 MB0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0330.See file dsdata.txt to determine how the superseded data were derived.
 MB0330
 MB0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF530936(NAD 83)
 MB0330_MARKER: DB = BENCH MARK DISK
 MB0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0330_STAMPING: B 61 1935
 MB0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0330+STABILITY: SURFACE MOTION
 MB0330
 MB0330  HISTORY     - Date     Condition        Report By
 MB0330  HISTORY     - 1935     MONUMENTED       CGS
 MB0330  HISTORY     - 1958     MARK NOT FOUND   NGS
 MB0330
 MB0330                          STATION DESCRIPTION
 MB0330
 MB0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MB0330'1.3 MI S FROM ADAMSVILLE.
 MB0330'1.3 MILES SOUTH ALONG THE BESSEMER AND LAKE ERIE RAILROAD FROM
 MB0330'THE STATION AT ADAMSVILLE, AT A DIRT-ROAD CROSSING, 34 FEET
 MB0330'SOUTH OF THE CENTERLINE OF THE ROAD, 30 FEET EAST OF THE EAST
 MB0330'RAIL, 4 FEET SOUTH OF POLE 98+19, AND 2 FEET HIGHER THAN THE
 MB0330'TRACK.  A STANDARD DISK, STAMPED B 61 1935 AND SET IN THE TOP
 MB0330'OF A CONCRETE POST PROJECTING ABOUT 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0109 ***********************************************************************
 ND0109  DESIGNATION -  B 62
 ND0109  PID         -  ND0109
 ND0109  STATE/COUNTY-  PA/ERIE
 ND0109  USGS QUAD   -  FAIRVIEW (1998)
 ND0109
 ND0109                         *CURRENT SURVEY CONTROL
 ND0109  ___________________________________________________________________
 ND0109* NAD 83(1986)-  42 00 13.     (N)    080 19 10.     (W)     SCALED    
 ND0109* NAVD 88     -       234.249  (meters)     768.53   (feet)  ADJUSTED  
 ND0109  ___________________________________________________________________
 ND0109  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 ND0109  DYNAMIC HT  -         234.164 (meters)     768.25  (feet)  COMP
 ND0109  MODELED GRAV-     980,252.2   (mgal)                       NAVD 88
 ND0109
 ND0109  VERT ORDER  -  SECOND    CLASS 0
 ND0109
 ND0109.The horizontal coordinates were scaled from a topographic map and have
 ND0109.an estimated accuracy of +/- 6 seconds.
 ND0109
 ND0109.The orthometric height was determined by differential leveling
 ND0109.and adjusted by the National Geodetic Survey in June 1991..
 ND0109
 ND0109.The geoid height was determined by GEOID03.
 ND0109
 ND0109.The dynamic height is computed by dividing the NAVD 88
 ND0109.geopotential number by the normal gravity value computed on the
 ND0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0109.degrees latitude (g = 980.6199 gals.).
 ND0109
 ND0109.The modeled gravity was interpolated from observed gravity values.
 ND0109
 ND0109;                    North         East    Units  Estimated Accuracy
 ND0109;SPC PA N     -   207,160.      387,160.      MT  (+/- 180 meters Scaled)
 ND0109
 ND0109                          SUPERSEDED SURVEY CONTROL
 ND0109
 ND0109  NGVD 29 (??/??/92)  234.424  (m)          769.11   (f) ADJ UNCH    2 0
 ND0109
 ND0109.Superseded values are not recommended for survey control.
 ND0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0109.See file dsdata.txt to determine how the superseded data were derived.
 ND0109
 ND0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG563504(NAD 83)
 ND0109_MARKER: DB = BENCH MARK DISK
 ND0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ND0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ND0109_STAMPING: B 62 1935
 ND0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ND0109+STABILITY: SURFACE MOTION
 ND0109
 ND0109  HISTORY     - Date     Condition        Report By
 ND0109  HISTORY     - 1935     MONUMENTED       CGS
 ND0109  HISTORY     - 1957     GOOD             NGS
 ND0109
 ND0109                          STATION DESCRIPTION
 ND0109
 ND0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 ND0109'AT GIRARD.
 ND0109'AT GIRARD, 125 FEET SOUTHEAST OF THE BESSEMER AND LAKE ERIE
 ND0109'RAILROAD STATION, 30 FEET NORTH OF THE CENTERLINE OF A STREET,
 ND0109'5 FEET WEST OF A POLE, 75 FEET EAST OF THE EAST RAIL, AND 3 FEET
 ND0109'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED B 62 1935 AND
 ND0109'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 ND0109'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0295 ***********************************************************************
 MB0295  DESIGNATION -  B 63
 MB0295  PID         -  MB0295
 MB0295  STATE/COUNTY-  PA/MERCER
 MB0295  USGS QUAD   -  JACKSON CENTER (1970)
 MB0295
 MB0295                         *CURRENT SURVEY CONTROL
 MB0295  ___________________________________________________________________
 MB0295* NAD 83(1986)-  41 18 06.     (N)    080 14 24.     (W)     SCALED    
 MB0295* NAVD 88     -       345.865  (meters)    1134.73   (feet)  ADJUSTED  
 MB0295  ___________________________________________________________________
 MB0295  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 MB0295  DYNAMIC HT  -         345.711 (meters)    1134.22  (feet)  COMP
 MB0295  MODELED GRAV-     980,168.4   (mgal)                       NAVD 88
 MB0295
 MB0295  VERT ORDER  -  SECOND    CLASS 0
 MB0295
 MB0295.The horizontal coordinates were scaled from a topographic map and have
 MB0295.an estimated accuracy of +/- 6 seconds.
 MB0295
 MB0295.The orthometric height was determined by differential leveling
 MB0295.and adjusted by the National Geodetic Survey in June 1991..
 MB0295
 MB0295.The geoid height was determined by GEOID03.
 MB0295
 MB0295.The dynamic height is computed by dividing the NAVD 88
 MB0295.geopotential number by the normal gravity value computed on the
 MB0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0295.degrees latitude (g = 980.6199 gals.).
 MB0295
 MB0295.The modeled gravity was interpolated from observed gravity values.
 MB0295
 MB0295;                    North         East    Units  Estimated Accuracy
 MB0295;SPC PA N     -   129,040.      391,500.      MT  (+/- 180 meters Scaled)
 MB0295
 MB0295                          SUPERSEDED SURVEY CONTROL
 MB0295
 MB0295  NGVD 29 (??/??/92)  346.025  (m)         1135.25   (f) ADJ UNCH    2 0
 MB0295
 MB0295.Superseded values are not recommended for survey control.
 MB0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0295.See file dsdata.txt to determine how the superseded data were derived.
 MB0295
 MB0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF636725(NAD 83)
 MB0295_MARKER: DB = BENCH MARK DISK
 MB0295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0295_SP_SET: STEP
 MB0295_STAMPING: B 63 1935
 MB0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0295
 MB0295  HISTORY     - Date     Condition        Report By
 MB0295  HISTORY     - 1935     MONUMENTED       CGS
 MB0295
 MB0295                          STATION DESCRIPTION
 MB0295
 MB0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MB0295'1.9 MI SE FROM FREDONIA.
 MB0295'1.9 MILES SOUTHEAST ALONG THE BESSEMER AND LAKE ERIE RAILROAD
 MB0295'FROM THE STATION AT FREDONIA, 950 FEET SOUTH OF MILEPOST 44.5,
 MB0295'AT 70-FOOT SPAN STEEL-GIRDER BRIDGE OVER U.S. HIGHWAY 19, AT THE
 MB0295'NORTHWEST WING WALL, IN THE TOP OF THE SECOND STEP FROM THE
 MB0295'TOP, 13 FEET WEST OF THE WEST RAIL, AND ABOUT 2 FEET LOWER THAN
 MB0295'THE TRACK.  A STANDARD DISK, STAMPED B 63 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1668 ***********************************************************************
 KX1668  DESIGNATION -  B 64
 KX1668  PID         -  KX1668
 KX1668  STATE/COUNTY-  PA/BUTLER
 KX1668  USGS QUAD   -  BUTLER (1977)
 KX1668
 KX1668                         *CURRENT SURVEY CONTROL
 KX1668  ___________________________________________________________________
 KX1668* NAD 83(1986)-  40 52 27.     (N)    079 52 37.     (W)     SCALED    
 KX1668* NAVD 88     -       306.541  (meters)    1005.71   (feet)  ADJUSTED  
 KX1668  ___________________________________________________________________
 KX1668  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KX1668  DYNAMIC HT  -         306.386 (meters)    1005.20  (feet)  COMP
 KX1668  MODELED GRAV-     980,111.4   (mgal)                       NAVD 88
 KX1668
 KX1668  VERT ORDER  -  SECOND    CLASS 0
 KX1668
 KX1668.The horizontal coordinates were scaled from a topographic map and have
 KX1668.an estimated accuracy of +/- 6 seconds.
 KX1668
 KX1668.The orthometric height was determined by differential leveling
 KX1668.and adjusted by the National Geodetic Survey in June 1991..
 KX1668
 KX1668.The geoid height was determined by GEOID03.
 KX1668
 KX1668.The dynamic height is computed by dividing the NAVD 88
 KX1668.geopotential number by the normal gravity value computed on the
 KX1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1668.degrees latitude (g = 980.6199 gals.).
 KX1668
 KX1668.The modeled gravity was interpolated from observed gravity values.
 KX1668
 KX1668;                    North         East    Units  Estimated Accuracy
 KX1668;SPC PA S     -   173,250.      420,730.      MT  (+/- 180 meters Scaled)
 KX1668
 KX1668                          SUPERSEDED SURVEY CONTROL
 KX1668
 KX1668  NGVD 29 (??/??/92)  306.686  (m)         1006.19   (f) ADJ UNCH    2 0
 KX1668
 KX1668.Superseded values are not recommended for survey control.
 KX1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1668.See file dsdata.txt to determine how the superseded data were derived.
 KX1668
 KX1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF946253(NAD 83)
 KX1668_MARKER: DB = BENCH MARK DISK
 KX1668_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1668_SP_SET: BRIDGE SEAT
 KX1668_STAMPING: B 64 1935
 KX1668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1668
 KX1668  HISTORY     - Date     Condition        Report By
 KX1668  HISTORY     - 1935     MONUMENTED       CGS
 KX1668
 KX1668                          STATION DESCRIPTION
 KX1668
 KX1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX1668'1.6 MI N FROM BUTLER.
 KX1668'ABOUT 1.6 MILES NORTH ALONG THE BESSEMER AND LAKE ERIE RAILROAD
 KX1668'FROM THE STATION AT BUTLER, BUTLER COUNTY, AT THE BUTLER TRANSFER
 KX1668'STATION, ABOUT 150 FEET NORTH OF THE CENTER OF THE CROSSING OF
 KX1668'STATE HIGHWAY 68, AT A 10-FOOT CONCRETE-SLAB BRIDGE, IN THE TOP
 KX1668'OF THE EAST SIDE OF THE SOUTH BRIDGE SEAT, ABOUT 90 FEET EAST
 KX1668'OF POLE 36+4, ABOUT 50 FEET EAST OF THE EAST RAIL OF THE MAIN
 KX1668'TRACK, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 KX1668'STAMPED B 64 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1608 ***********************************************************************
 MA1608  DESIGNATION -  B 65
 MA1608  PID         -  MA1608
 MA1608  STATE/COUNTY-  PA/WARREN
 MA1608  USGS QUAD   -  LOTTSVILLE (1977)
 MA1608
 MA1608                         *CURRENT SURVEY CONTROL
 MA1608  ___________________________________________________________________
 MA1608* NAD 83(1986)-  41 59 34.     (N)    079 29 58.     (W)     SCALED    
 MA1608* NAVD 88     -       470.380  (meters)    1543.24   (feet)  ADJUSTED  
 MA1608  ___________________________________________________________________
 MA1608  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 MA1608  DYNAMIC HT  -         470.192 (meters)    1542.62  (feet)  COMP
 MA1608  MODELED GRAV-     980,209.0   (mgal)                       NAVD 88
 MA1608
 MA1608  VERT ORDER  -  SECOND    CLASS 0
 MA1608
 MA1608.The horizontal coordinates were scaled from a topographic map and have
 MA1608.an estimated accuracy of +/- 6 seconds.
 MA1608
 MA1608.The orthometric height was determined by differential leveling
 MA1608.and adjusted by the National Geodetic Survey in June 1991..
 MA1608
 MA1608.The geoid height was determined by GEOID03.
 MA1608
 MA1608.The dynamic height is computed by dividing the NAVD 88
 MA1608.geopotential number by the normal gravity value computed on the
 MA1608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1608.degrees latitude (g = 980.6199 gals.).
 MA1608
 MA1608.The modeled gravity was interpolated from observed gravity values.
 MA1608
 MA1608;                    North         East    Units  Estimated Accuracy
 MA1608;SPC PA N     -   204,270.      455,050.      MT  (+/- 180 meters Scaled)
 MA1608
 MA1608                          SUPERSEDED SURVEY CONTROL
 MA1608
 MA1608  NGVD 29 (??/??/92)  470.516  (m)         1543.68   (f) ADJ UNCH    2 0
 MA1608
 MA1608.Superseded values are not recommended for survey control.
 MA1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1608.See file dsdata.txt to determine how the superseded data were derived.
 MA1608
 MA1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG242500(NAD 83)
 MA1608_MARKER: DB = BENCH MARK DISK
 MA1608_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1608_SP_SET: CULVERT
 MA1608_STAMPING: B 65 1935
 MA1608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA1608+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2004
 MA1608
 MA1608  HISTORY     - Date     Condition        Report By
 MA1608  HISTORY     - 1935     MONUMENTED       CGS
 MA1608  HISTORY     - 20040513 GOOD             DLB
 MA1608
 MA1608                          STATION DESCRIPTION
 MA1608
 MA1608'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA1608'AT BEAR LAKE.
 MA1608'AT BEAR LAKE, WARREN COUNTY, ON THE ERIE RAILROAD, 0.2 MILE
 MA1608'NORTHEAST OF THE STATION, 109 FEET EAST OF MILEPOST 51, AT
 MA1608'6-FOOT CONCRETE CULVERT 50.98, IN THE TOP OF THE SOUTHEAST WING
 MA1608'WALL, 7 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 1 FOOT LOWER
 MA1608'THAN THE TRACK.  A STANDARD DISK, STAMPED B 65 1935.
 MA1608
 MA1608                          STATION RECOVERY (2004)
 MA1608
 MA1608'RECOVERY NOTE BY DANIEL L. BARRY LAND SURVEYORS LLC 2004 (DLB)
 MA1608'FOUND AT 41-59-34.7, 79-29-57.7 WITH HAND HELD GPS
 MA1608'POINT IS MARGINALLY SUITABLE FOR GPS OBSERVATIONS DUE TO SMALL TREES
 MA1608'AND BRUSH IN THE SOUTHEAST QUADRANT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0862 ***********************************************************************
 MA0862  DESIGNATION -  B 66
 MA0862  PID         -  MA0862
 MA0862  STATE/COUNTY-  PA/WARREN
 MA0862  USGS QUAD   -  CLARENDON (1977)
 MA0862
 MA0862                         *CURRENT SURVEY CONTROL
 MA0862  ___________________________________________________________________
 MA0862* NAD 83(1986)-  41 49 47.     (N)    079 05 35.     (W)     SCALED    
 MA0862* NAVD 88     -       366.757  (meters)    1203.27   (feet)  ADJUSTED  
 MA0862  ___________________________________________________________________
 MA0862  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 MA0862  DYNAMIC HT  -         366.612 (meters)    1202.79  (feet)  COMP
 MA0862  MODELED GRAV-     980,214.8   (mgal)                       NAVD 88
 MA0862
 MA0862  VERT ORDER  -  FIRST     CLASS II
 MA0862
 MA0862.The horizontal coordinates were scaled from a topographic map and have
 MA0862.an estimated accuracy of +/- 6 seconds.
 MA0862
 MA0862.The orthometric height was determined by differential leveling
 MA0862.and adjusted by the National Geodetic Survey in June 1991..
 MA0862
 MA0862.The geoid height was determined by GEOID03.
 MA0862
 MA0862.The dynamic height is computed by dividing the NAVD 88
 MA0862.geopotential number by the normal gravity value computed on the
 MA0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0862.degrees latitude (g = 980.6199 gals.).
 MA0862
 MA0862.The modeled gravity was interpolated from observed gravity values.
 MA0862
 MA0862;                    North         East    Units  Estimated Accuracy
 MA0862;SPC PA N     -   185,560.      488,440.      MT  (+/- 180 meters Scaled)
 MA0862
 MA0862                          SUPERSEDED SURVEY CONTROL
 MA0862
 MA0862  NGVD 29 (??/??/92)  366.924  (m)         1203.82   (f) ADJ UNCH    1 2
 MA0862
 MA0862.Superseded values are not recommended for survey control.
 MA0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0862.See file dsdata.txt to determine how the superseded data were derived.
 MA0862
 MA0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG583326(NAD 83)
 MA0862_MARKER: DB = BENCH MARK DISK
 MA0862_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0862_SP_SET: BRIDGE
 MA0862_STAMPING: B 66 1935
 MA0862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0862+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2002
 MA0862
 MA0862  HISTORY     - Date     Condition        Report By
 MA0862  HISTORY     - 1935     MONUMENTED       CGS
 MA0862  HISTORY     - 20020825 GOOD             USPSQD
 MA0862
 MA0862                          STATION DESCRIPTION
 MA0862
 MA0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0862'2.7 MI E FROM STRUTHERS.
 MA0862'2.7 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA0862'AT STRUTHERS, WARREN COUNTY, 180 FEET WEST OF MILEPOST 60-56, AT
 MA0862'15-FOOT CONCRETE BRIDGE 59.97, IN THE TOP OF THE NORTHWEST WING
 MA0862'WALL, 9 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 2
 MA0862'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED B 66 1935.
 MA0862
 MA0862                          STATION RECOVERY (2002)
 MA0862
 MA0862'RECOVERY NOTE BY US POWER SQUADRON 2002 (DH)
 MA0862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0889 ***********************************************************************
 MA0889  DESIGNATION -  B 67
 MA0889  PID         -  MA0889
 MA0889  STATE/COUNTY-  PA/WARREN
 MA0889  USGS QUAD   -  CLARENDON (1977)
 MA0889
 MA0889                         *CURRENT SURVEY CONTROL
 MA0889  ___________________________________________________________________
 MA0889* NAD 83(1986)-  41 46 47.     (N)    079 05 46.     (W)     SCALED    
 MA0889* NAVD 88     -       424.461  (meters)    1392.59   (feet)  ADJUSTED  
 MA0889  ___________________________________________________________________
 MA0889  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 MA0889  DYNAMIC HT  -         424.289 (meters)    1392.02  (feet)  COMP
 MA0889  MODELED GRAV-     980,203.1   (mgal)                       NAVD 88
 MA0889
 MA0889  VERT ORDER  -  SECOND    CLASS 0
 MA0889
 MA0889.The horizontal coordinates were scaled from a topographic map and have
 MA0889.an estimated accuracy of +/- 6 seconds.
 MA0889
 MA0889.The orthometric height was determined by differential leveling
 MA0889.and adjusted by the National Geodetic Survey in June 1991..
 MA0889
 MA0889.The geoid height was determined by GEOID03.
 MA0889
 MA0889.The dynamic height is computed by dividing the NAVD 88
 MA0889.geopotential number by the normal gravity value computed on the
 MA0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0889.degrees latitude (g = 980.6199 gals.).
 MA0889
 MA0889.The modeled gravity was interpolated from observed gravity values.
 MA0889
 MA0889;                    North         East    Units  Estimated Accuracy
 MA0889;SPC PA N     -   180,010.      488,100.      MT  (+/- 180 meters Scaled)
 MA0889
 MA0889                          SUPERSEDED SURVEY CONTROL
 MA0889
 MA0889  NGVD 29 (??/??/92)  424.612  (m)         1393.08   (f) ADJ UNCH    2 0
 MA0889
 MA0889.Superseded values are not recommended for survey control.
 MA0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0889.See file dsdata.txt to determine how the superseded data were derived.
 MA0889
 MA0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG582270(NAD 83)
 MA0889_MARKER: DB = BENCH MARK DISK
 MA0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0889_STAMPING: B 67 1935
 MA0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0889+STABILITY: SURFACE MOTION
 MA0889
 MA0889  HISTORY     - Date     Condition        Report By
 MA0889  HISTORY     - 1935     MONUMENTED       CGS
 MA0889  HISTORY     - 1954     POOR             USGS
 MA0889  HISTORY     - 20020902 MARK NOT FOUND   USPSQD
 MA0889  HISTORY     - 20021029 MARK NOT FOUND   NGS
 MA0889
 MA0889                          STATION DESCRIPTION
 MA0889
 MA0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0889'AT CLARENDON.
 MA0889'AT CLARENDON, WARREN COUNTY, ABOUT 57 YARDS WEST OF THE
 MA0889'PENNSYLVANIA RAILROAD STATION, AT A STREET CROSSING, ABOUT 345
 MA0889'FEET WEST OF THE CENTER LINE OF THE STREET, 39 FEET SOUTH OF THE
 MA0889'CENTER LINE OF THE TRACK, 12 FEET SOUTH OF THE CENTER LINE OF A
 MA0889'CINDER PATH, 5 FEET SOUTHEAST OF POLE 72+21, AND ABOUT 2 FEET
 MA0889'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED B 67 1935 AND
 MA0889'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 MA0889'ABOVE GROUND.
 MA0889
 MA0889                          STATION RECOVERY (1954)
 MA0889
 MA0889'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 MA0889'MARK RECOVERED IN POOR CONDITION.
 MA0889
 MA0889                          STATION RECOVERY (2002)
 MA0889
 MA0889'RECOVERY NOTE BY US POWER SQUADRON 2002 (DH)
 MA0889'THE ABOVE MARK HAS BEEN COVERED UP WITH OVER TWO FEET OF DIRT OF NEW
 MA0889'LANDSCAPING.
 MA0889
 MA0889                          STATION RECOVERY (2002)
 MA0889
 MA0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MA0889'THIS REPORT WAS SUBMITTED BY DAVID HOLLINGSHEAD.  STATION IS UNDER
 MA0889'GRASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0953 ***********************************************************************
 LZ0953  DESIGNATION -  B 68
 LZ0953  PID         -  LZ0953
 LZ0953  STATE/COUNTY-  PA/LYCOMING
 LZ0953  USGS QUAD   -  COGAN STATION (1973)
 LZ0953
 LZ0953                         *CURRENT SURVEY CONTROL
 LZ0953  ___________________________________________________________________
 LZ0953* NAD 83(1986)-  41 17 03.     (N)    077 03 30.     (W)     SCALED    
 LZ0953* NAVD 88     -       171.554  (meters)     562.84   (feet)  ADJUSTED  
 LZ0953  ___________________________________________________________________
 LZ0953  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 LZ0953  DYNAMIC HT  -         171.480 (meters)     562.60  (feet)  COMP
 LZ0953  MODELED GRAV-     980,188.9   (mgal)                       NAVD 88
 LZ0953
 LZ0953  VERT ORDER  -  SECOND    CLASS 0
 LZ0953
 LZ0953.The horizontal coordinates were scaled from a topographic map and have
 LZ0953.an estimated accuracy of +/- 6 seconds.
 LZ0953
 LZ0953.The orthometric height was determined by differential leveling
 LZ0953.and adjusted by the National Geodetic Survey in June 1991..
 LZ0953
 LZ0953.The geoid height was determined by GEOID03.
 LZ0953
 LZ0953.The dynamic height is computed by dividing the NAVD 88
 LZ0953.geopotential number by the normal gravity value computed on the
 LZ0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0953.degrees latitude (g = 980.6199 gals.).
 LZ0953
 LZ0953.The modeled gravity was interpolated from observed gravity values.
 LZ0953
 LZ0953;                    North         East    Units  Estimated Accuracy
 LZ0953;SPC PA N     -   124,330.      657,940.      MT  (+/- 180 meters Scaled)
 LZ0953
 LZ0953                          SUPERSEDED SURVEY CONTROL
 LZ0953
 LZ0953  NGVD 29 (??/??/92)  171.777  (m)          563.57   (f) ADJ UNCH    2 0
 LZ0953
 LZ0953.Superseded values are not recommended for survey control.
 LZ0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0953.See file dsdata.txt to determine how the superseded data were derived.
 LZ0953
 LZ0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL276723(NAD 83)
 LZ0953_MARKER: DB = BENCH MARK DISK
 LZ0953_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0953_SP_SET: BRIDGE SEAT
 LZ0953_STAMPING: B 68 1935
 LZ0953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0953
 LZ0953  HISTORY     - Date     Condition        Report By
 LZ0953  HISTORY     - 1935     MONUMENTED       CGS
 LZ0953  HISTORY     - 1975     MARK NOT FOUND   PADT
 LZ0953  HISTORY     - 1983     MARK NOT FOUND   NGS
 LZ0953
 LZ0953                          STATION DESCRIPTION
 LZ0953
 LZ0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0953'2.3 MI N FROM GARDEN VIEW HEIGHTS.
 LZ0953'ABOUT 2.3 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM
 LZ0953'GARDEN VIEW HEIGHTS, LYCOMING COUNTY, ABOUT 3,880 FEET NORTH
 LZ0953'OF MILEPOST 3, AT BRIDGE 3.84, IN THE TOP OF THE SOUTHWEST CORNER
 LZ0953'OF THE SOUTH BRIDGE SEAT, 27 FEET NORTHWEST OF A ROAD CROSSING,
 LZ0953'9 FEET WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT 3-1/2 FEET
 LZ0953'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED B 68
 LZ0953'1935.
 LZ0953
 LZ0953                          STATION RECOVERY (1975)
 LZ0953
 LZ0953'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 LZ0953'MARK NOT FOUND.
 LZ0953
 LZ0953                          STATION RECOVERY (1983)
 LZ0953
 LZ0953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LZ0953'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0458 ***********************************************************************
 LZ0458  DESIGNATION -  B 69
 LZ0458  PID         -  LZ0458
 LZ0458  STATE/COUNTY-  PA/SULLIVAN
 LZ0458  USGS QUAD   -  EAGLES MERE (1993)
 LZ0458
 LZ0458                         *CURRENT SURVEY CONTROL
 LZ0458  ___________________________________________________________________
 LZ0458* NAD 83(1986)-  41 27 38.     (N)    076 35 34.     (W)     SCALED    
 LZ0458* NAVD 88     -       466.969  (meters)    1532.05   (feet)  ADJUSTED  
 LZ0458  ___________________________________________________________________
 LZ0458  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 LZ0458  DYNAMIC HT  -         466.764 (meters)    1531.37  (feet)  COMP
 LZ0458  MODELED GRAV-     980,168.9   (mgal)                       NAVD 88
 LZ0458
 LZ0458  VERT ORDER  -  SECOND    CLASS 0
 LZ0458
 LZ0458.The horizontal coordinates were scaled from a topographic map and have
 LZ0458.an estimated accuracy of +/- 6 seconds.
 LZ0458
 LZ0458.The orthometric height was determined by differential leveling
 LZ0458.and adjusted by the National Geodetic Survey in June 1991..
 LZ0458
 LZ0458.The geoid height was determined by GEOID03.
 LZ0458
 LZ0458.The dynamic height is computed by dividing the NAVD 88
 LZ0458.geopotential number by the normal gravity value computed on the
 LZ0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0458.degrees latitude (g = 980.6199 gals.).
 LZ0458
 LZ0458.The modeled gravity was interpolated from observed gravity values.
 LZ0458
 LZ0458;                    North         East    Units  Estimated Accuracy
 LZ0458;SPC PA N     -   144,340.      696,680.      MT  (+/- 180 meters Scaled)
 LZ0458
 LZ0458                          SUPERSEDED SURVEY CONTROL
 LZ0458
 LZ0458  NGVD 29 (??/??/92)  467.144  (m)         1532.62   (f) ADJ UNCH    2 0
 LZ0458
 LZ0458.Superseded values are not recommended for survey control.
 LZ0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0458.See file dsdata.txt to determine how the superseded data were derived.
 LZ0458
 LZ0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL669911(NAD 83)
 LZ0458_MARKER: DB = BENCH MARK DISK
 LZ0458_SETTING: 66 = SET IN ROCK OUTCROP
 LZ0458_SP_SET: ROCK OUTCROP
 LZ0458_STAMPING: B 69 1935
 LZ0458_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ0458+STABILITY: POSITION/ELEVATION WELL
 LZ0458
 LZ0458  HISTORY     - Date     Condition        Report By
 LZ0458  HISTORY     - 1935     MONUMENTED       CGS
 LZ0458
 LZ0458                          STATION DESCRIPTION
 LZ0458
 LZ0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0458'2.3 MI S FROM FORKSVILLE.
 LZ0458'2.3 MILES SOUTH ALONG STATE HIGHWAY 154 FROM FORKSVILLE, SULLIVAN
 LZ0458'COUNTY, THENCE 0.9 MILE SOUTH ALONG STATE HIGHWAY 394, 290 FEET
 LZ0458'SOUTH OF STATION 2+66, IN THE TOP OF A LARGE SANDSTONE OUTCROP,
 LZ0458'27 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET EAST
 LZ0458'OF TWIN 8-INCH ELM TREES, AND ABOUT 4 FEET HIGHER THAN THE
 LZ0458'GRADE.  A STANDARD DISK, STAMPED B 69 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0065 ***********************************************************************
 JV0065  DESIGNATION -  B 7
 JV0065  PID         -  JV0065
 JV0065  STATE/COUNTY-  PA/LANCASTER
 JV0065  USGS QUAD   -  HOLTWOOD (1990)
 JV0065
 JV0065                         *CURRENT SURVEY CONTROL
 JV0065  ___________________________________________________________________
 JV0065* NAD 83(1986)-  39 49 15.     (N)    076 19 10.     (W)     SCALED    
 JV0065* NAVD 88     -        54.925  (meters)     180.20   (feet)  ADJUSTED  
 JV0065  ___________________________________________________________________
 JV0065  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JV0065  DYNAMIC HT  -          54.897 (meters)     180.11  (feet)  COMP
 JV0065  MODELED GRAV-     980,119.8   (mgal)                       NAVD 88
 JV0065
 JV0065  VERT ORDER  -  FIRST     CLASS II
 JV0065
 JV0065.The horizontal coordinates were scaled from a topographic map and have
 JV0065.an estimated accuracy of +/- 6 seconds.
 JV0065
 JV0065.The orthometric height was determined by differential leveling
 JV0065.and adjusted by the National Geodetic Survey in June 1991..
 JV0065
 JV0065.The geoid height was determined by GEOID03.
 JV0065
 JV0065.The dynamic height is computed by dividing the NAVD 88
 JV0065.geopotential number by the normal gravity value computed on the
 JV0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0065.degrees latitude (g = 980.6199 gals.).
 JV0065
 JV0065.The modeled gravity was interpolated from observed gravity values.
 JV0065
 JV0065;                    North         East    Units  Estimated Accuracy
 JV0065;SPC PA S     -    55,120.      722,480.      MT  (+/- 180 meters Scaled)
 JV0065
 JV0065                          SUPERSEDED SURVEY CONTROL
 JV0065
 JV0065  NGVD 29 (??/??/??)   55.178  (m)          181.03   (f) ADJUSTED    1 2
 JV0065
 JV0065.Superseded values are not recommended for survey control.
 JV0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0065.See file dsdata.txt to determine how the superseded data were derived.
 JV0065
 JV0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK870087(NAD 83)
 JV0065_MARKER: DB = BENCH MARK DISK
 JV0065_SETTING: 66 = SET IN ROCK OUTCROP
 JV0065_SP_SET: ROCK CUT
 JV0065_STAMPING: B 7 1955
 JV0065_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV0065+STABILITY: POSITION/ELEVATION WELL
 JV0065
 JV0065  HISTORY     - Date     Condition        Report By
 JV0065  HISTORY     - 1955     MONUMENTED       CGS
 JV0065
 JV0065                          STATION DESCRIPTION
 JV0065
 JV0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JV0065'0.8 MI SE FROM HOLTWOOD.
 JV0065'ABOUT 0.8 MILE SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 JV0065'CROSSING OF POWER PLANT ROAD AT HOLTWOOD, ABOUT 215 YARDS
 JV0065'NORTHWEST OF MILE POST 24, ABOUT 166 YARDS SOUTHEAST OF ARCHED
 JV0065'CULVERT FOR A SMALL CREEK, ON THE OUTSIDE OF A CURVE IN TRACK,
 JV0065'SET VERTICALLY ABOUT 6 1/2 FEET ABOVE BOTTOM OF DITCH IN THE
 JV0065'SOUTHWEST FACE OF LAYERED ROCK IN ROCK CUT, 12 FEET NORTHEAST
 JV0065'OF NORTHEAST RAIL OF NORTHEAST TRACK AND ABOUT 4 FEET ABOVE
 JV0065'LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0478 ***********************************************************************
 LZ0478  DESIGNATION -  B 70
 LZ0478  PID         -  LZ0478
 LZ0478  STATE/COUNTY-  PA/SULLIVAN
 LZ0478  USGS QUAD   -  HILLSGROVE (1995)
 LZ0478
 LZ0478                         *CURRENT SURVEY CONTROL
 LZ0478  ___________________________________________________________________
 LZ0478* NAD 83(1986)-  41 27 46.     (N)    076 39 55.     (W)     SCALED    
 LZ0478* NAVD 88     -       273.745  (meters)     898.11   (feet)  ADJUSTED  
 LZ0478  ___________________________________________________________________
 LZ0478  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 LZ0478  DYNAMIC HT  -         273.628 (meters)     897.73  (feet)  COMP
 LZ0478  MODELED GRAV-     980,186.8   (mgal)                       NAVD 88
 LZ0478
 LZ0478  VERT ORDER  -  SECOND    CLASS 0
 LZ0478
 LZ0478.The horizontal coordinates were scaled from a topographic map and have
 LZ0478.an estimated accuracy of +/- 6 seconds.
 LZ0478
 LZ0478.The orthometric height was determined by differential leveling
 LZ0478.and adjusted by the National Geodetic Survey in June 1991..
 LZ0478
 LZ0478.The geoid height was determined by GEOID03.
 LZ0478
 LZ0478.The dynamic height is computed by dividing the NAVD 88
 LZ0478.geopotential number by the normal gravity value computed on the
 LZ0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0478.degrees latitude (g = 980.6199 gals.).
 LZ0478
 LZ0478.The modeled gravity was interpolated from observed gravity values.
 LZ0478
 LZ0478;                    North         East    Units  Estimated Accuracy
 LZ0478;SPC PA N     -   144,510.      690,620.      MT  (+/- 180 meters Scaled)
 LZ0478
 LZ0478                          SUPERSEDED SURVEY CONTROL
 LZ0478
 LZ0478  NGVD 29 (??/??/92)  273.925  (m)          898.70   (f) ADJ UNCH    2 0
 LZ0478
 LZ0478.Superseded values are not recommended for survey control.
 LZ0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0478.See file dsdata.txt to determine how the superseded data were derived.
 LZ0478
 LZ0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL609914(NAD 83)
 LZ0478_MARKER: DB = BENCH MARK DISK
 LZ0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0478_STAMPING: B 70 1935
 LZ0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0478+STABILITY: SURFACE MOTION
 LZ0478
 LZ0478  HISTORY     - Date     Condition        Report By
 LZ0478  HISTORY     - 1935     MONUMENTED       CGS
 LZ0478  HISTORY     - 1969     MARK NOT FOUND   USGS
 LZ0478
 LZ0478                          STATION DESCRIPTION
 LZ0478
 LZ0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0478'5 MI SW FROM FORKSVILLE.
 LZ0478'5.0 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM FORKSVILLE,
 LZ0478'SULLIVAN COUNTY, 610 FEET EAST OF STATION 1+80, 21 FEET EAST
 LZ0478'OF THE CENTER LINE OF THE HIGHWAY, 17 FEET NORTHWEST OF A POLE,
 LZ0478'AND 6 FEET WEST OF THE ROW OF POLES.  A STANDARD DISK, STAMPED B
 LZ0478'70 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 LZ0478'ABOVE GROUND.
 LZ0478
 LZ0478                          STATION RECOVERY (1969)
 LZ0478
 LZ0478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 LZ0478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1385 ***********************************************************************
 LZ1385  DESIGNATION -  B 73
 LZ1385  PID         -  LZ1385
 LZ1385  STATE/COUNTY-  PA/POTTER
 LZ1385  USGS QUAD   -  SHORT RUN (1971)
 LZ1385
 LZ1385                         *CURRENT SURVEY CONTROL
 LZ1385  ___________________________________________________________________
 LZ1385* NAD 83(1986)-  41 36 06.     (N)    077 48 32.     (W)     SCALED    
 LZ1385* NAVD 88     -       514.136  (meters)    1686.79   (feet)  ADJUSTED  
 LZ1385  ___________________________________________________________________
 LZ1385  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 LZ1385  DYNAMIC HT  -         513.906 (meters)    1686.04  (feet)  COMP
 LZ1385  MODELED GRAV-     980,159.4   (mgal)                       NAVD 88
 LZ1385
 LZ1385  VERT ORDER  -  SECOND    CLASS 0
 LZ1385
 LZ1385.The horizontal coordinates were scaled from a topographic map and have
 LZ1385.an estimated accuracy of +/- 6 seconds.
 LZ1385
 LZ1385.The orthometric height was determined by differential leveling
 LZ1385.and adjusted by the National Geodetic Survey in June 1991..
 LZ1385
 LZ1385.The geoid height was determined by GEOID03.
 LZ1385
 LZ1385.The dynamic height is computed by dividing the NAVD 88
 LZ1385.geopotential number by the normal gravity value computed on the
 LZ1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1385.degrees latitude (g = 980.6199 gals.).
 LZ1385
 LZ1385.The modeled gravity was interpolated from observed gravity values.
 LZ1385
 LZ1385;                    North         East    Units  Estimated Accuracy
 LZ1385;SPC PA N     -   159,370.      595,090.      MT  (+/- 180 meters Scaled)
 LZ1385
 LZ1385                          SUPERSEDED SURVEY CONTROL
 LZ1385
 LZ1385  NGVD 29 (??/??/92)  514.269  (m)         1687.23   (f) ADJ UNCH    2 0
 LZ1385
 LZ1385.Superseded values are not recommended for survey control.
 LZ1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1385.See file dsdata.txt to determine how the superseded data were derived.
 LZ1385
 LZ1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM659093(NAD 83)
 LZ1385_MARKER: DB = BENCH MARK DISK
 LZ1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1385_STAMPING: B 73 1935
 LZ1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1385+STABILITY: SURFACE MOTION
 LZ1385
 LZ1385  HISTORY     - Date     Condition        Report By
 LZ1385  HISTORY     - 1935     MONUMENTED       CGS
 LZ1385
 LZ1385                          STATION DESCRIPTION
 LZ1385
 LZ1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ1385'3 MI S FROM CROSS FORK JUNCTION.
 LZ1385'3.0 MILES SOUTH ALONG THE JUNCTION ROAD FROM CROSS FORK JUNCTION,
 LZ1385'OPPOSITE A GROVE OF PINE TREES ON BOTH SIDES OF THE ROAD,
 LZ1385'OPPOSITE THE TROUGH OF A RAVINE WEST OF THE ROAD, 23 FEET EAST
 LZ1385'OF THE CENTER LINE OF THE DIRT ROAD, AND 2 FEET LOWER THAN THE
 LZ1385'ROADWAY.  SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 LZ1385'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0890 ***********************************************************************
 KX0890  DESIGNATION -  B 75
 KX0890  PID         -  KX0890
 KX0890  STATE/COUNTY-  PA/ARMSTRONG
 KX0890  USGS QUAD   -  TEMPLETON (1993)
 KX0890
 KX0890                         *CURRENT SURVEY CONTROL
 KX0890  ___________________________________________________________________
 KX0890* NAD 83(1986)-  40 53 40.     (N)    079 28 37.     (W)     SCALED    
 KX0890* NAVD 88     -       246.055  (meters)     807.27   (feet)  ADJUSTED  
 KX0890  ___________________________________________________________________
 KX0890  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KX0890  DYNAMIC HT  -         245.935 (meters)     806.87  (feet)  COMP
 KX0890  MODELED GRAV-     980,128.6   (mgal)                       NAVD 88
 KX0890
 KX0890  VERT ORDER  -  FIRST     CLASS II
 KX0890
 KX0890.The horizontal coordinates were scaled from a topographic map and have
 KX0890.an estimated accuracy of +/- 6 seconds.
 KX0890
 KX0890.The orthometric height was determined by differential leveling
 KX0890.and adjusted by the National Geodetic Survey in June 1991..
 KX0890
 KX0890.The geoid height was determined by GEOID03.
 KX0890
 KX0890.The dynamic height is computed by dividing the NAVD 88
 KX0890.geopotential number by the normal gravity value computed on the
 KX0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0890.degrees latitude (g = 980.6199 gals.).
 KX0890
 KX0890.The modeled gravity was interpolated from observed gravity values.
 KX0890
 KX0890;                    North         East    Units  Estimated Accuracy
 KX0890;SPC PA S     -   174,770.      454,480.      MT  (+/- 180 meters Scaled)
 KX0890
 KX0890                          SUPERSEDED SURVEY CONTROL
 KX0890
 KX0890  NGVD 29 (??/??/92)  246.232  (m)          807.85   (f) ADJ UNCH    1 2
 KX0890
 KX0890.Superseded values are not recommended for survey control.
 KX0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0890.See file dsdata.txt to determine how the superseded data were derived.
 KX0890
 KX0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF282281(NAD 83)
 KX0890_MARKER: DB = BENCH MARK DISK
 KX0890_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0890_SP_SET: CON MASONRY
 KX0890_STAMPING: B 75 1935
 KX0890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0890
 KX0890  HISTORY     - Date     Condition        Report By
 KX0890  HISTORY     - 1935     MONUMENTED       CGS
 KX0890  HISTORY     - 1941     GOOD             NGS
 KX0890
 KX0890                          STATION DESCRIPTION
 KX0890
 KX0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX0890'1.9 MI N FROM MOSGROVE.
 KX0890'1.9 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0890'AT MOSGROVE, ARMSTRONG COUNTY, AT WAR DEPARTMENT DAM 8 ACROSS
 KX0890'ALLEGHENY RIVER, IN THE TOP OF THE CONCRETE MASONRY, 148 FEET
 KX0890'NORTH OF THE POWERHOUSE, 75 FEET WEST OF THE CENTERLINE OF THE
 KX0890'WEST TRACK, 19 FEET EAST OF THE WEST SIDE OF A LOCK, 6 FEET
 KX0890'NORTHWEST OF A STEEL FLAGPOLE, AND ABOUT 6 FEET BELOW THE TOP
 KX0890'OF THE RAIL.  A STANDARD DISK, STAMPED B 75 1935.
 KX0890
 KX0890                          STATION RECOVERY (1941)
 KX0890
 KX0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 KX0890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0984 ***********************************************************************
 MA0984  DESIGNATION -  B 76
 MA0984  PID         -  MA0984
 MA0984  STATE/COUNTY-  PA/FOREST
 MA0984  USGS QUAD   -  MARIENVILLE WEST (1973)
 MA0984
 MA0984                         *CURRENT SURVEY CONTROL
 MA0984  ___________________________________________________________________
 MA0984* NAD 83(1986)-  41 27 16.     (N)    079 10 26.     (W)     SCALED    
 MA0984* NAVD 88     -       506.319  (meters)    1661.15   (feet)  ADJUSTED  
 MA0984  ___________________________________________________________________
 MA0984  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 MA0984  DYNAMIC HT  -         506.093 (meters)    1660.41  (feet)  COMP
 MA0984  MODELED GRAV-     980,161.5   (mgal)                       NAVD 88
 MA0984
 MA0984  VERT ORDER  -  SECOND    CLASS 0
 MA0984
 MA0984.The horizontal coordinates were scaled from a topographic map and have
 MA0984.an estimated accuracy of +/- 6 seconds.
 MA0984
 MA0984.The orthometric height was determined by differential leveling
 MA0984.and adjusted by the National Geodetic Survey in June 1991..
 MA0984
 MA0984.The geoid height was determined by GEOID03.
 MA0984
 MA0984.The dynamic height is computed by dividing the NAVD 88
 MA0984.geopotential number by the normal gravity value computed on the
 MA0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0984.degrees latitude (g = 980.6199 gals.).
 MA0984
 MA0984.The modeled gravity was interpolated from observed gravity values.
 MA0984
 MA0984;                    North         East    Units  Estimated Accuracy
 MA0984;SPC PA N     -   143,990.      481,040.      MT  (+/- 180 meters Scaled)
 MA0984
 MA0984                          SUPERSEDED SURVEY CONTROL
 MA0984
 MA0984  NGVD 29 (??/??/92)  506.455  (m)         1661.59   (f) ADJ UNCH    2 0
 MA0984
 MA0984.Superseded values are not recommended for survey control.
 MA0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0984.See file dsdata.txt to determine how the superseded data were derived.
 MA0984
 MA0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF525908(NAD 83)
 MA0984_MARKER: DB = BENCH MARK DISK
 MA0984_SETTING: 80 = SET IN A BOULDER
 MA0984_SP_SET: BOULDER
 MA0984_STAMPING: B 76 1935
 MA0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0984+STABILITY: SURFACE MOTION
 MA0984
 MA0984  HISTORY     - Date     Condition        Report By
 MA0984  HISTORY     - 1935     MONUMENTED       CGS
 MA0984  HISTORY     - 1970     GOOD             NGS
 MA0984
 MA0984                          STATION DESCRIPTION
 MA0984
 MA0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MA0984'3 MI SW FROM MARIENVILLE.
 MA0984'FROM THE CENTER OF MARIENVILLE, SOUTH ALONG STATE HIGHWAY 66
 MA0984'FOR 2.0 MILES THEN RIGHT SOUTHWEST ALONG COUNTY ROUTE 27010 FOR
 MA0984'1.0 MILE TO MARK ON LEFT, JUST PAST OF RAILROAD CROSSING.  IT
 MA0984'IS AT THE FOOT OF A HILL ABOUT 830 FEET WEST OF CENTERLINE OF
 MA0984'ROAD AT BALTIMORE AND OHIO RAILROAD CROSSING, 77 FEET WEST OF
 MA0984'CENTERLINE OF A GRADED SIDE ROAD, 58 FEET SOUTH OF UTILITY POLE
 MA0984'NO. 73002, 42 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 31 FEET
 MA0984'SOUTHWEST OF THE SOUTH END OF A 24- INCH CULVERT, AND 2 FEET
 MA0984'SOUTH OF A METAL WITNESS POST AND SIGN.  IT IS SET IN A DRILL
 MA0984'HOLE IN A LARGE BOULDER 6 X 6 FEET PROJECTING ABOUT 18-INCHES
 MA0984'ABOVE THE GROUND AND IS ABOUT 4 FEET BELOW LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0742 ***********************************************************************
 MA0742  DESIGNATION -  B 77
 MA0742  PID         -  MA0742
 MA0742  STATE/COUNTY-  PA/ELK
 MA0742  USGS QUAD   -  RUSSELL CITY (1983)
 MA0742
 MA0742                         *CURRENT SURVEY CONTROL
 MA0742  ___________________________________________________________________
 MA0742* NAD 83(1986)-  41 34 46.     (N)    078 52 38.     (W)     SCALED    
 MA0742* NAVD 88     -       594.031  (meters)    1948.92   (feet)  ADJUSTED  
 MA0742  ___________________________________________________________________
 MA0742  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 MA0742  DYNAMIC HT  -         593.767 (meters)    1948.05  (feet)  COMP
 MA0742  MODELED GRAV-     980,158.7   (mgal)                       NAVD 88
 MA0742
 MA0742  VERT ORDER  -  SECOND    CLASS 0
 MA0742
 MA0742.The horizontal coordinates were scaled from a topographic map and have
 MA0742.an estimated accuracy of +/- 6 seconds.
 MA0742
 MA0742.The orthometric height was determined by differential leveling
 MA0742.and adjusted by the National Geodetic Survey in June 1991..
 MA0742
 MA0742.The geoid height was determined by GEOID03.
 MA0742
 MA0742.The dynamic height is computed by dividing the NAVD 88
 MA0742.geopotential number by the normal gravity value computed on the
 MA0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0742.degrees latitude (g = 980.6199 gals.).
 MA0742
 MA0742.The modeled gravity was interpolated from observed gravity values.
 MA0742
 MA0742;                    North         East    Units  Estimated Accuracy
 MA0742;SPC PA N     -   157,510.      506,000.      MT  (+/- 180 meters Scaled)
 MA0742
 MA0742                          SUPERSEDED SURVEY CONTROL
 MA0742
 MA0742  NGVD 29 (??/??/92)  594.145  (m)         1949.29   (f) ADJ UNCH    2 0
 MA0742
 MA0742.Superseded values are not recommended for survey control.
 MA0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0742.See file dsdata.txt to determine how the superseded data were derived.
 MA0742
 MA0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG769052(NAD 83)
 MA0742_MARKER: DB = BENCH MARK DISK
 MA0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0742_STAMPING: B 77 1935
 MA0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0742+STABILITY: SURFACE MOTION
 MA0742
 MA0742  HISTORY     - Date     Condition        Report By
 MA0742  HISTORY     - 1935     MONUMENTED       CGS
 MA0742
 MA0742                          STATION DESCRIPTION
 MA0742
 MA0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0742'1 MI W FROM NANSEN.
 MA0742'ABOUT 1.0 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MA0742'THE STATION AT NANSEN, ELK COUNTY, ABOUT 60 FEET NORTHWEST OF
 MA0742'POLE 142+20, 28 FEET NORTHEAST OF THE CENTER OF A LOGGING-ROAD
 MA0742'CROSSING, 21 FEET EAST OF THE CENTER LINE OF THE ROAD, 21 FEET
 MA0742'NORTH OF THE NORTH RAIL, 7 FEET EAST OF A 10-INCH APPLE TREE, AND
 MA0742'ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED B
 MA0742'77 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 MA0742'1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0789 ***********************************************************************
 MA0789  DESIGNATION -  B 78
 MA0789  PID         -  MA0789
 MA0789  STATE/COUNTY-  PA/FOREST
 MA0789  USGS QUAD   -  RUSSELL CITY (1983)
 MA0789
 MA0789                         *CURRENT SURVEY CONTROL
 MA0789  ___________________________________________________________________
 MA0789* NAD 83(1986)-  41 35 53.     (N)    078 58 36.     (W)     SCALED    
 MA0789* NAVD 88     -       529.746  (meters)    1738.01   (feet)  ADJUSTED  
 MA0789  ___________________________________________________________________
 MA0789  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 MA0789  DYNAMIC HT  -         529.517 (meters)    1737.26  (feet)  COMP
 MA0789  MODELED GRAV-     980,173.1   (mgal)                       NAVD 88
 MA0789
 MA0789  VERT ORDER  -  SECOND    CLASS 0
 MA0789
 MA0789.The horizontal coordinates were scaled from a topographic map and have
 MA0789.an estimated accuracy of +/- 6 seconds.
 MA0789
 MA0789.The orthometric height was determined by differential leveling
 MA0789.and adjusted by the National Geodetic Survey in June 1991..
 MA0789
 MA0789.The geoid height was determined by GEOID03.
 MA0789
 MA0789.The dynamic height is computed by dividing the NAVD 88
 MA0789.geopotential number by the normal gravity value computed on the
 MA0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0789.degrees latitude (g = 980.6199 gals.).
 MA0789
 MA0789.The modeled gravity was interpolated from observed gravity values.
 MA0789
 MA0789;                    North         East    Units  Estimated Accuracy
 MA0789;SPC PA N     -   159,690.      497,740.      MT  (+/- 180 meters Scaled)
 MA0789
 MA0789                          SUPERSEDED SURVEY CONTROL
 MA0789
 MA0789  NGVD 29 (??/??/92)  529.875  (m)         1738.43   (f) ADJ UNCH    2 0
 MA0789
 MA0789.Superseded values are not recommended for survey control.
 MA0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0789.See file dsdata.txt to determine how the superseded data were derived.
 MA0789
 MA0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG686071(NAD 83)
 MA0789_MARKER: DB = BENCH MARK DISK
 MA0789_SETTING: 66 = SET IN ROCK OUTCROP
 MA0789_SP_SET: ROCK OUTCROP
 MA0789_STAMPING: B 78 1935
 MA0789_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA0789+STABILITY: POSITION/ELEVATION WELL
 MA0789
 MA0789  HISTORY     - Date     Condition        Report By
 MA0789  HISTORY     - 1935     MONUMENTED       CGS
 MA0789  HISTORY     - 1936     GOOD             NGS
 MA0789
 MA0789                          STATION DESCRIPTION
 MA0789
 MA0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0789'1.8 MI N FROM SHEFFIELD JUNCTION.
 MA0789'ABOUT 1.8 MILES NORTH ALONG THE TIONESTA VALLEY RAILWAY FROM
 MA0789'THE STATION AT SHEFFIELD JUNCTION, FOREST COUNTY, AT THE EAST
 MA0789'END OF A TANGENT, OPPOSITE A CURVE, 21 FEET NORTH OF THE NORTH
 MA0789'RAIL, IN THE TOP OF A LARGE ROCK OUTCROP, AND ABOUT 2 FEET
 MA0789'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED B 78 1935.
 MA0789
 MA0789                          STATION RECOVERY (1936)
 MA0789
 MA0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 MA0789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1126 ***********************************************************************
 LZ1126  DESIGNATION -  B 79
 LZ1126  PID         -  LZ1126
 LZ1126  STATE/COUNTY-  PA/LYCOMING
 LZ1126  USGS QUAD   -  JERSEY SHORE (1986)
 LZ1126
 LZ1126                         *CURRENT SURVEY CONTROL
 LZ1126  ___________________________________________________________________
 LZ1126* NAD 83(1986)-  41 12 07.     (N)    077 16 44.     (W)     SCALED    
 LZ1126* NAVD 88     -       183.320  (meters)     601.44   (feet)  ADJUSTED  
 LZ1126  ___________________________________________________________________
 LZ1126  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 LZ1126  DYNAMIC HT  -         183.239 (meters)     601.18  (feet)  COMP
 LZ1126  MODELED GRAV-     980,174.7   (mgal)                       NAVD 88
 LZ1126
 LZ1126  VERT ORDER  -  SECOND    CLASS 0
 LZ1126
 LZ1126.The horizontal coordinates were scaled from a topographic map and have
 LZ1126.an estimated accuracy of +/- 6 seconds.
 LZ1126
 LZ1126.The orthometric height was determined by differential leveling
 LZ1126.and adjusted by the National Geodetic Survey in June 1991..
 LZ1126
 LZ1126.The geoid height was determined by GEOID03.
 LZ1126
 LZ1126.The dynamic height is computed by dividing the NAVD 88
 LZ1126.geopotential number by the normal gravity value computed on the
 LZ1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1126.degrees latitude (g = 980.6199 gals.).
 LZ1126
 LZ1126.The modeled gravity was interpolated from observed gravity values.
 LZ1126
 LZ1126;                    North         East    Units  Estimated Accuracy
 LZ1126;SPC PA N     -   115,080.      639,510.      MT  (+/- 180 meters Scaled)
 LZ1126
 LZ1126                          SUPERSEDED SURVEY CONTROL
 LZ1126
 LZ1126  NGVD 29 (??/??/92)  183.519  (m)          602.10   (f) ADJ UNCH    2 0
 LZ1126
 LZ1126.Superseded values are not recommended for survey control.
 LZ1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1126.See file dsdata.txt to determine how the superseded data were derived.
 LZ1126
 LZ1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL089636(NAD 83)
 LZ1126_MARKER: DB = BENCH MARK DISK
 LZ1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1126_STAMPING: B 79 1935
 LZ1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1126+STABILITY: SURFACE MOTION
 LZ1126
 LZ1126  HISTORY     - Date     Condition        Report By
 LZ1126  HISTORY     - 1935     MONUMENTED       CGS
 LZ1126
 LZ1126                          STATION DESCRIPTION
 LZ1126
 LZ1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ1126'1.5 MI W FROM JERSEY SHORE.
 LZ1126'ABOUT 1.5 MILES WEST ALONG U.S. HIGHWAY 220 (RAILROAD STREET)
 LZ1126'FROM THE JUNCTION OF STATE HIGHWAY 44 AT JERSEY SHORE, LYCOMING
 LZ1126'COUNTY, ABOUT 0.1 MILE WEST OF THE NEW YORK CENTRAL RAILROAD
 LZ1126'STATION, ABOUT 80 FEET SOUTHEAST OF THE CENTER OF THE CROSSING
 LZ1126'OF HUME AVENUE, 20 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 LZ1126'45 FEET SOUTHWEST OF POLE BP + LCO 1205, 33 FEET NORTH OF THE
 LZ1126'NORTH RAIL OF THE WESTBOUND MAIN TRACK, 9 FEET EAST OF A POLE
 LZ1126'SUPPORTING A CABLE LINE, ABOUT 3 FEET HIGHER THAN THE ROADWAY,
 LZ1126'AND ABOUT ONE-HALF FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 LZ1126'STAMPED B 79 1935 AND SET IN THE TOP OF A CONCRETE POST
 LZ1126'PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1163 ***********************************************************************
 LZ1163  DESIGNATION -  B 80
 LZ1163  PID         -  LZ1163
 LZ1163  STATE/COUNTY-  PA/LYCOMING
 LZ1163  USGS QUAD   -  WHITE PINE (1986)
 LZ1163
 LZ1163                         *CURRENT SURVEY CONTROL
 LZ1163  ___________________________________________________________________
 LZ1163* NAD 83(1986)-  41 29 39.     (N)    077 08 52.     (W)     SCALED    
 LZ1163* NAVD 88     -       391.026  (meters)    1282.89   (feet)  ADJUSTED  
 LZ1163  ___________________________________________________________________
 LZ1163  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 LZ1163  DYNAMIC HT  -         390.849 (meters)    1282.31  (feet)  COMP
 LZ1163  MODELED GRAV-     980,158.3   (mgal)                       NAVD 88
 LZ1163
 LZ1163  VERT ORDER  -  SECOND    CLASS 0
 LZ1163
 LZ1163.The horizontal coordinates were scaled from a topographic map and have
 LZ1163.an estimated accuracy of +/- 6 seconds.
 LZ1163
 LZ1163.The orthometric height was determined by differential leveling
 LZ1163.and adjusted by the National Geodetic Survey in June 1991..
 LZ1163
 LZ1163.The geoid height was determined by GEOID03.
 LZ1163
 LZ1163.The dynamic height is computed by dividing the NAVD 88
 LZ1163.geopotential number by the normal gravity value computed on the
 LZ1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1163.degrees latitude (g = 980.6199 gals.).
 LZ1163
 LZ1163.The modeled gravity was interpolated from observed gravity values.
 LZ1163
 LZ1163;                    North         East    Units  Estimated Accuracy
 LZ1163;SPC PA N     -   147,600.      650,290.      MT  (+/- 180 meters Scaled)
 LZ1163
 LZ1163                          SUPERSEDED SURVEY CONTROL
 LZ1163
 LZ1163  NGVD 29 (??/??/92)  391.209  (m)         1283.49   (f) ADJ UNCH    2 0
 LZ1163
 LZ1163.Superseded values are not recommended for survey control.
 LZ1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1163.See file dsdata.txt to determine how the superseded data were derived.
 LZ1163
 LZ1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL207958(NAD 83)
 LZ1163_MARKER: DB = BENCH MARK DISK
 LZ1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1163_STAMPING: B 80 1935
 LZ1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1163+STABILITY: SURFACE MOTION
 LZ1163
 LZ1163  HISTORY     - Date     Condition        Report By
 LZ1163  HISTORY     - 1935     MONUMENTED       CGS
 LZ1163  HISTORY     - 1968     GOOD             NGS
 LZ1163
 LZ1163                          STATION DESCRIPTION
 LZ1163
 LZ1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ1163'5.4 MI S FROM LIBERTY.
 LZ1163'ABOUT 5.4 MILES SOUTH ALONG U.S. HIGHWAY 15 FROM THE POST OFFICE
 LZ1163'IN LIBERTY, 80 FEET NORTHEAST OF THE JUNCTION OF STATE HIGHWAY
 LZ1163'284, 46 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 15, 39 FEET
 LZ1163'SOUTH OF THE APPROXIMATE CENTER OF A DIRT ROAD, 41 FEET NORTHEAST
 LZ1163'OF TELEPHONE POLE NO. B-66, SET IN THE TOP OF A CONCRETE POST
 LZ1163'PROJECTING 1-INCH AND IS ABOUT 8 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0563 ***********************************************************************
 LZ0563  DESIGNATION -  B 81
 LZ0563  PID         -  LZ0563
 LZ0563  STATE/COUNTY-  PA/BRADFORD
 LZ0563  USGS QUAD   -  TROY (1983)
 LZ0563
 LZ0563                         *CURRENT SURVEY CONTROL
 LZ0563  ___________________________________________________________________
 LZ0563* NAD 83(1986)-  41 46 58.     (N)    076 45 46.     (W)     SCALED    
 LZ0563* NAVD 88     -       311.773  (meters)    1022.88   (feet)  ADJUSTED  
 LZ0563  ___________________________________________________________________
 LZ0563  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 LZ0563  DYNAMIC HT  -         311.646 (meters)    1022.46  (feet)  COMP
 LZ0563  MODELED GRAV-     980,206.3   (mgal)                       NAVD 88
 LZ0563
 LZ0563  VERT ORDER  -  SECOND    CLASS 0
 LZ0563
 LZ0563.The horizontal coordinates were scaled from a topographic map and have
 LZ0563.an estimated accuracy of +/- 6 seconds.
 LZ0563
 LZ0563.The orthometric height was determined by differential leveling
 LZ0563.and adjusted by the National Geodetic Survey in June 1991..
 LZ0563
 LZ0563.The geoid height was determined by GEOID03.
 LZ0563
 LZ0563.The dynamic height is computed by dividing the NAVD 88
 LZ0563.geopotential number by the normal gravity value computed on the
 LZ0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0563.degrees latitude (g = 980.6199 gals.).
 LZ0563
 LZ0563.The modeled gravity was interpolated from observed gravity values.
 LZ0563
 LZ0563;                    North         East    Units  Estimated Accuracy
 LZ0563;SPC PA N     -   179,950.      682,070.      MT  (+/- 180 meters Scaled)
 LZ0563
 LZ0563                          SUPERSEDED SURVEY CONTROL
 LZ0563
 LZ0563  NGVD 29 (??/??/92)  311.927  (m)         1023.38   (f) ADJ UNCH    2 0
 LZ0563
 LZ0563.Superseded values are not recommended for survey control.
 LZ0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0563.See file dsdata.txt to determine how the superseded data were derived.
 LZ0563
 LZ0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM535271(NAD 83)
 LZ0563_MARKER: DB = BENCH MARK DISK
 LZ0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0563_STAMPING: B 81 1935
 LZ0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0563+STABILITY: SURFACE MOTION
 LZ0563
 LZ0563  HISTORY     - Date     Condition        Report By
 LZ0563  HISTORY     - 1935     MONUMENTED       CGS
 LZ0563
 LZ0563                          STATION DESCRIPTION
 LZ0563
 LZ0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0563'1.6 MI E FROM TROY.
 LZ0563'1.6 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE PENNSYLVANIA
 LZ0563'RAILROAD STATION AT TROY, BRADFORD COUNTY, AT STATION 3/88+95, 30
 LZ0563'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 12 FEET EAST OF
 LZ0563'A 24-INCH ELM TREE, 2 FEET NORTH OF THE WIRE FENCE, AND ABOUT 2
 LZ0563'FEET HIGHER THAN THE ROADWAY.  A STANDARD DISK, STAMPED B 81
 LZ0563'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 LZ0563'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0596 ***********************************************************************
 LZ0596  DESIGNATION -  B 82
 LZ0596  PID         -  LZ0596
 LZ0596  STATE/COUNTY-  PA/BRADFORD
 LZ0596  USGS QUAD   -  LEROY (1983)
 LZ0596
 LZ0596                         *CURRENT SURVEY CONTROL
 LZ0596  ___________________________________________________________________
 LZ0596* NAD 83(1986)-  41 40 11.     (N)    076 42 23.     (W)     SCALED    
 LZ0596* NAVD 88     -       333.059  (meters)    1092.71   (feet)  ADJUSTED  
 LZ0596  ___________________________________________________________________
 LZ0596  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LZ0596  DYNAMIC HT  -         332.921 (meters)    1092.26  (feet)  COMP
 LZ0596  MODELED GRAV-     980,198.1   (mgal)                       NAVD 88
 LZ0596
 LZ0596  VERT ORDER  -  SECOND    CLASS 0
 LZ0596
 LZ0596.The horizontal coordinates were scaled from a topographic map and have
 LZ0596.an estimated accuracy of +/- 6 seconds.
 LZ0596
 LZ0596.The orthometric height was determined by differential leveling
 LZ0596.and adjusted by the National Geodetic Survey in June 1991..
 LZ0596
 LZ0596.The geoid height was determined by GEOID03.
 LZ0596
 LZ0596.The dynamic height is computed by dividing the NAVD 88
 LZ0596.geopotential number by the normal gravity value computed on the
 LZ0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0596.degrees latitude (g = 980.6199 gals.).
 LZ0596
 LZ0596.The modeled gravity was interpolated from observed gravity values.
 LZ0596
 LZ0596;                    North         East    Units  Estimated Accuracy
 LZ0596;SPC PA N     -   167,450.      686,910.      MT  (+/- 180 meters Scaled)
 LZ0596
 LZ0596                          SUPERSEDED SURVEY CONTROL
 LZ0596
 LZ0596  NGVD 29 (??/??/92)  333.243  (m)         1093.31   (f) ADJ UNCH    2 0
 LZ0596
 LZ0596.Superseded values are not recommended for survey control.
 LZ0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0596.See file dsdata.txt to determine how the superseded data were derived.
 LZ0596
 LZ0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM579145(NAD 83)
 LZ0596_MARKER: DB = BENCH MARK DISK
 LZ0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0596_STAMPING: B 82 1935
 LZ0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0596+STABILITY: SURFACE MOTION
 LZ0596
 LZ0596  HISTORY     - Date     Condition        Report By
 LZ0596  HISTORY     - 1935     MONUMENTED       CGS
 LZ0596
 LZ0596                          STATION DESCRIPTION
 LZ0596
 LZ0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0596'0.4 MI S FROM LE ROY.
 LZ0596'0.4 MILE SOUTH ALONG TOWNSHIP ROAD 326 FROM LE ROY, BRADFORD
 LZ0596'COUNTY, ABOUT 160 YARDS SOUTH OF THE JUNCTION OF COUNTY ROADS
 LZ0596'199 AND 116, 14 FEET WEST OF THE CENTER LINE OF TOWNSHIP ROAD
 LZ0596'326, 8 FEET SOUTH OF A POLE, 1 FOOT EAST OF THE WIRE FENCE, IN
 LZ0596'LINE WITH A ROW OF POLES, AND ABOUT 2-1/2 FEET HIGHER THAN THE
 LZ0596'ROADWAY.  A STANDARD DISK, STAMPED B 82 1935 AND SET IN THE
 LZ0596'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0063 ***********************************************************************
 MB0063  DESIGNATION -  B 85
 MB0063  PID         -  MB0063
 MB0063  STATE/COUNTY-  PA/CRAWFORD
 MB0063  USGS QUAD   -  COCHRANTON (1973)
 MB0063
 MB0063                         *CURRENT SURVEY CONTROL
 MB0063  ___________________________________________________________________
 MB0063* NAD 83(1986)-  41 31 10.     (N)    080 03 14.     (W)     SCALED    
 MB0063* NAVD 88     -       322.169  (meters)    1056.98   (feet)  ADJUSTED  
 MB0063  ___________________________________________________________________
 MB0063  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 MB0063  DYNAMIC HT  -         322.033 (meters)    1056.54  (feet)  COMP
 MB0063  MODELED GRAV-     980,194.1   (mgal)                       NAVD 88
 MB0063
 MB0063  VERT ORDER  -  SECOND    CLASS 0
 MB0063
 MB0063.The horizontal coordinates were scaled from a topographic map and have
 MB0063.an estimated accuracy of +/- 6 seconds.
 MB0063
 MB0063.The orthometric height was determined by differential leveling
 MB0063.and adjusted by the National Geodetic Survey in June 1991..
 MB0063.WARNING-Repeat measurements at this control monument indicate possible
 MB0063.vertical movement.
 MB0063
 MB0063.The geoid height was determined by GEOID03.
 MB0063
 MB0063.The dynamic height is computed by dividing the NAVD 88
 MB0063.geopotential number by the normal gravity value computed on the
 MB0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0063.degrees latitude (g = 980.6199 gals.).
 MB0063
 MB0063.The modeled gravity was interpolated from observed gravity values.
 MB0063
 MB0063;                    North         East    Units  Estimated Accuracy
 MB0063;SPC PA N     -   152,790.      407,720.      MT  (+/- 180 meters Scaled)
 MB0063
 MB0063                          SUPERSEDED SURVEY CONTROL
 MB0063
 MB0063  NGVD 29 (??/??/92)  322.358  (m)         1057.60   (f) ADJ UNCH    2 0
 MB0063
 MB0063.Superseded values are not recommended for survey control.
 MB0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0063.See file dsdata.txt to determine how the superseded data were derived.
 MB0063
 MB0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF789968(NAD 83)
 MB0063_MARKER: DB = BENCH MARK DISK
 MB0063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0063_SP_SET: BRIDGE SEAT
 MB0063_STAMPING: B 85 1935
 MB0063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0063
 MB0063  HISTORY     - Date     Condition        Report By
 MB0063  HISTORY     - 1935     MONUMENTED       CGS
 MB0063  HISTORY     - 1940     GOOD             NGS
 MB0063  HISTORY     - 1967     GOOD             NGS
 MB0063
 MB0063                          STATION DESCRIPTION
 MB0063
 MB0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 MB0063'AT COCHRANTON.
 MB0063'AT COCHRANTON, ON THE ERIE RAILROAD, 0.1 MILE NORTH OF THE
 MB0063'STATION, AT A 100-FOOT THROUGH-GIRDER BRIDGE OVER A SMALL CREEK,
 MB0063'IN THE EAST SIDE OF THE SOUTH BRIDGE SEAT, 14 FEET EAST OF THE
 MB0063'EAST RAIL, AND ABOUT 5 FEET BELOW THE TOP OF THE RAIL.  A STANDARD
 MB0063'DISK, STAMPED B 85 1935.
 MB0063
 MB0063                          STATION RECOVERY (1967)
 MB0063
 MB0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MB0063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1549 ***********************************************************************
 MA1549  DESIGNATION -  B 86
 MA1549  PID         -  MA1549
 MA1549  STATE/COUNTY-  PA/CRAWFORD
 MA1549  USGS QUAD   -  TITUSVILLE SOUTH (1977)
 MA1549
 MA1549                         *CURRENT SURVEY CONTROL
 MA1549  ___________________________________________________________________
 MA1549* NAD 83(1986)-  41 37 23.     (N)    079 40 15.     (W)     SCALED    
 MA1549* NAVD 88     -       362.633  (meters)    1189.74   (feet)  ADJUSTED  
 MA1549  ___________________________________________________________________
 MA1549  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 MA1549  DYNAMIC HT  -         362.482 (meters)    1189.24  (feet)  COMP
 MA1549  MODELED GRAV-     980,194.5   (mgal)                       NAVD 88
 MA1549
 MA1549  VERT ORDER  -  SECOND    CLASS 0
 MA1549
 MA1549.The horizontal coordinates were scaled from a topographic map and have
 MA1549.an estimated accuracy of +/- 6 seconds.
 MA1549
 MA1549.The orthometric height was determined by differential leveling
 MA1549.and adjusted by the National Geodetic Survey in June 1991..
 MA1549
 MA1549.The geoid height was determined by GEOID03.
 MA1549
 MA1549.The dynamic height is computed by dividing the NAVD 88
 MA1549.geopotential number by the normal gravity value computed on the
 MA1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1549.degrees latitude (g = 980.6199 gals.).
 MA1549
 MA1549.The modeled gravity was interpolated from observed gravity values.
 MA1549
 MA1549;                    North         East    Units  Estimated Accuracy
 MA1549;SPC PA N     -   163,510.      439,940.      MT  (+/- 180 meters Scaled)
 MA1549
 MA1549                          SUPERSEDED SURVEY CONTROL
 MA1549
 MA1549  NGVD 29 (??/??/92)  362.798  (m)         1190.28   (f) ADJ UNCH    2 0
 MA1549
 MA1549.Superseded values are not recommended for survey control.
 MA1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1549.See file dsdata.txt to determine how the superseded data were derived.
 MA1549
 MA1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG107087(NAD 83)
 MA1549_MARKER: DB = BENCH MARK DISK
 MA1549_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1549_SP_SET: BRIDGE SEAT
 MA1549_STAMPING: B 86 1935
 MA1549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1549
 MA1549  HISTORY     - Date     Condition        Report By
 MA1549  HISTORY     - 1935     MONUMENTED       CGS
 MA1549  HISTORY     - 1967     GOOD             NGS
 MA1549  HISTORY     - 1973     GOOD             PADT
 MA1549
 MA1549                          STATION DESCRIPTION
 MA1549
 MA1549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1549'AT TITUSVILLE.
 MA1549'AT TITUSVILLE, CRAWFORD COUNTY, ABOUT 0.2 MILE SOUTH OF THE
 MA1549'PENNSYLVANIA RAILROAD STATION, AT BRIDGE 120.70 OVER OIL CREEK,
 MA1549'IN THE TOP OF THE WEST SIDE OF THE SOUTH CONCRETE BRIDGE SEAT,
 MA1549'12 FEET EAST OF THE WEST END, 15 FEET WEST OF THE WEST RAIL,
 MA1549'AND ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 MA1549'B 86 1935.
 MA1549
 MA1549                          STATION RECOVERY (1973)
 MA1549
 MA1549'RECOVERY NOTE BY PA DEPT OF TRANSP 1973
 MA1549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1372 ***********************************************************************
 MA1372  DESIGNATION -  B 87
 MA1372  PID         -  MA1372
 MA1372  STATE/COUNTY-  PA/VENANGO
 MA1372  USGS QUAD   -  UTICA (1977)
 MA1372
 MA1372                         *CURRENT SURVEY CONTROL
 MA1372  ___________________________________________________________________
 MA1372* NAD 83(1986)-  41 22 55.     (N)    079 54 45.     (W)     SCALED    
 MA1372* NAVD 88     -       341.756  (meters)    1121.24   (feet)  ADJUSTED  
 MA1372  ___________________________________________________________________
 MA1372  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 MA1372  DYNAMIC HT  -         341.606 (meters)    1120.75  (feet)  COMP
 MA1372  MODELED GRAV-     980,173.2   (mgal)                       NAVD 88
 MA1372
 MA1372  VERT ORDER  -  SECOND    CLASS 0
 MA1372
 MA1372.The horizontal coordinates were scaled from a topographic map and have
 MA1372.an estimated accuracy of +/- 6 seconds.
 MA1372
 MA1372.The orthometric height was determined by differential leveling
 MA1372.and adjusted by the National Geodetic Survey in June 1991..
 MA1372
 MA1372.The geoid height was determined by GEOID03.
 MA1372
 MA1372.The dynamic height is computed by dividing the NAVD 88
 MA1372.geopotential number by the normal gravity value computed on the
 MA1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1372.degrees latitude (g = 980.6199 gals.).
 MA1372
 MA1372.The modeled gravity was interpolated from observed gravity values.
 MA1372
 MA1372;                    North         East    Units  Estimated Accuracy
 MA1372;SPC PA N     -   137,220.      419,140.      MT  (+/- 180 meters Scaled)
 MA1372
 MA1372                          SUPERSEDED SURVEY CONTROL
 MA1372
 MA1372  NGVD 29 (??/??/92)  341.928  (m)         1121.81   (f) ADJ UNCH    2 0
 MA1372
 MA1372.Superseded values are not recommended for survey control.
 MA1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1372.See file dsdata.txt to determine how the superseded data were derived.
 MA1372
 MA1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF909817(NAD 83)
 MA1372_MARKER: DB = BENCH MARK DISK
 MA1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1372_STAMPING: B 87 1935
 MA1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1372+STABILITY: SURFACE MOTION
 MA1372
 MA1372  HISTORY     - Date     Condition        Report By
 MA1372  HISTORY     - 1935     MONUMENTED       CGS
 MA1372
 MA1372                          STATION DESCRIPTION
 MA1372
 MA1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA1372'1.4 MI E FROM POLK.
 MA1372'ABOUT 1.4 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MA1372'THE STATION AT POLK, VENANGO COUNTY, 38 FEET WEST OF STATION
 MA1372'3710, 27 FEET SOUTHEAST OF THE CENTER OF A DIRT-ROAD CROSSING,
 MA1372'24 FEET EAST OF THE CENTER LINE OF THE ROAD, 20 FEET SOUTH OF
 MA1372'THE SOUTH RAIL, 12 FEET SOUTHEAST OF A CROSSING-WARNING
 MA1372'SIGNBOARD, AND 5 FEET NORTH OF A WIRE FENCE.  A STANDARD DISK,
 MA1372'STAMPED B 87 1935 AND SET IN THE TOP OF A CONCRETE POST
 MA1372'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1187 ***********************************************************************
 MA1187  DESIGNATION -  B 88
 MA1187  PID         -  MA1187
 MA1187  STATE/COUNTY-  PA/CLARION
 MA1187  USGS QUAD   -  FRYBURG (1977)
 MA1187
 MA1187                         *CURRENT SURVEY CONTROL
 MA1187  ___________________________________________________________________
 MA1187* NAD 83(1986)-  41 21 13.     (N)    079 26 16.     (W)     SCALED    
 MA1187* NAVD 88     -       516.317  (meters)    1693.95   (feet)  ADJUSTED  
 MA1187  ___________________________________________________________________
 MA1187  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MA1187  DYNAMIC HT  -         516.079 (meters)    1693.17  (feet)  COMP
 MA1187  MODELED GRAV-     980,146.6   (mgal)                       NAVD 88
 MA1187
 MA1187  VERT ORDER  -  SECOND    CLASS 0
 MA1187
 MA1187.The horizontal coordinates were scaled from a topographic map and have
 MA1187.an estimated accuracy of +/- 6 seconds.
 MA1187
 MA1187.The orthometric height was determined by differential leveling
 MA1187.and adjusted by the National Geodetic Survey in June 1991..
 MA1187
 MA1187.The geoid height was determined by GEOID03.
 MA1187
 MA1187.The dynamic height is computed by dividing the NAVD 88
 MA1187.geopotential number by the normal gravity value computed on the
 MA1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1187.degrees latitude (g = 980.6199 gals.).
 MA1187
 MA1187.The modeled gravity was interpolated from observed gravity values.
 MA1187
 MA1187;                    North         East    Units  Estimated Accuracy
 MA1187;SPC PA N     -   133,190.      458,780.      MT  (+/- 180 meters Scaled)
 MA1187
 MA1187                          SUPERSEDED SURVEY CONTROL
 MA1187
 MA1187  NGVD 29 (??/??/92)  516.472  (m)         1694.46   (f) ADJ UNCH    2 0
 MA1187
 MA1187.Superseded values are not recommended for survey control.
 MA1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1187.See file dsdata.txt to determine how the superseded data were derived.
 MA1187
 MA1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF306791(NAD 83)
 MA1187_MARKER: DB = BENCH MARK DISK
 MA1187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1187_SP_SET: WATER TABLE
 MA1187_STAMPING: B 88 1935
 MA1187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1187
 MA1187  HISTORY     - Date     Condition        Report By
 MA1187  HISTORY     - 1935     MONUMENTED       CGS
 MA1187
 MA1187                          STATION DESCRIPTION
 MA1187
 MA1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA1187'AT FRYBURG.
 MA1187'AT FRYBURG, CLARION COUNTY, ON STATE HIGHWAY 157, AT THE JUNCTION
 MA1187'WITH STATE HIGHWAY 66, ABOUT 70 FEET SOUTH OF THE CENTER LINE
 MA1187'OF STATE HIGHWAY 157, ABOUT 50 FEET EAST OF THE CENTER LINE
 MA1187'OF STATE HIGHWAY 66, AT THE FRYBURG INN, IN THE TOP OF THE
 MA1187'WEST SIDE OF THE WATER TABLE, 25 FEET NORTH OF THE SOUTHWEST
 MA1187'CORNER, AND ABOUT 2 FEET ABOVE THE SIDEWALK.  A STANDARD DISK,
 MA1187'STAMPED B 88 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1148 ***********************************************************************
 MA1148  DESIGNATION -  B 89
 MA1148  PID         -  MA1148
 MA1148  STATE/COUNTY-  PA/CLARION
 MA1148  USGS QUAD   -  FRYBURG (1977)
 MA1148
 MA1148                         *CURRENT SURVEY CONTROL
 MA1148  ___________________________________________________________________
 MA1148* NAD 83(1986)-  41 15 00.     (N)    079 27 33.     (W)     SCALED    
 MA1148* NAVD 88     -       422.888  (meters)    1387.42   (feet)  ADJUSTED  
 MA1148  ___________________________________________________________________
 MA1148  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MA1148  DYNAMIC HT  -         422.689 (meters)    1386.77  (feet)  COMP
 MA1148  MODELED GRAV-     980,141.4   (mgal)                       NAVD 88
 MA1148
 MA1148  VERT ORDER  -  SECOND    CLASS 0
 MA1148
 MA1148.The horizontal coordinates were scaled from a topographic map and have
 MA1148.an estimated accuracy of +/- 6 seconds.
 MA1148
 MA1148.The orthometric height was determined by differential leveling
 MA1148.and adjusted by the National Geodetic Survey in June 1991..
 MA1148.WARNING-Repeat measurements at this control monument indicate possible
 MA1148.vertical movement.
 MA1148
 MA1148.The geoid height was determined by GEOID03.
 MA1148
 MA1148.The dynamic height is computed by dividing the NAVD 88
 MA1148.geopotential number by the normal gravity value computed on the
 MA1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1148.degrees latitude (g = 980.6199 gals.).
 MA1148
 MA1148.The modeled gravity was interpolated from observed gravity values.
 MA1148
 MA1148;                    North         East    Units  Estimated Accuracy
 MA1148;SPC PA N     -   121,720.      456,760.      MT  (+/- 180 meters Scaled)
 MA1148
 MA1148                          SUPERSEDED SURVEY CONTROL
 MA1148
 MA1148  NGVD 29 (??/??/92)  423.051  (m)         1387.96   (f) ADJ UNCH    2 0
 MA1148
 MA1148.Superseded values are not recommended for survey control.
 MA1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1148.See file dsdata.txt to determine how the superseded data were derived.
 MA1148
 MA1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF290676(NAD 83)
 MA1148_MARKER: DB = BENCH MARK DISK
 MA1148_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1148_SP_SET: BUILDING
 MA1148_STAMPING: B 89 1935
 MA1148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1148
 MA1148  HISTORY     - Date     Condition        Report By
 MA1148  HISTORY     - 1935     MONUMENTED       CGS
 MA1148  HISTORY     - 1967     GOOD             NGS
 MA1148
 MA1148                          STATION DESCRIPTION
 MA1148
 MA1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1148'AT SHIPPENVILLE.
 MA1148'AT SHIPPENVILLE, CLARION COUNTY, AT THE JUNCTION OF U.S. HIGHWAY
 MA1148'322 AND STATE HIGHWAY 66, ABOUT 100 FEET SOUTH OF U.S. HIGHWAY
 MA1148'322, ABOUT 40 FEET EAST OF THE CENTER LINE OF A CINDER ROAD
 MA1148'LEADING SOUTH, AT THE MT. ZION LUTHERAN CHURCH, IN THE WEST
 MA1148'FACE OF THE FOUNDATION, 39 FEET SOUTH OF THE CORNER-STONE,
 MA1148'AND 1 FOOT BELOW THE BEGINNING OF THE SIDING.  A STANDARD DISK,
 MA1148'STAMPED B 89 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1096 ***********************************************************************
 LZ1096  DESIGNATION -  B 90
 LZ1096  PID         -  LZ1096
 LZ1096  STATE/COUNTY-  PA/CLINTON
 LZ1096  USGS QUAD   -  LOCK HAVEN (1986)
 LZ1096
 LZ1096                         *CURRENT SURVEY CONTROL
 LZ1096  ___________________________________________________________________
 LZ1096* NAD 83(1986)-  41 11 05.     (N)    077 22 54.     (W)     SCALED    
 LZ1096* NAVD 88     -       210.461  (meters)     690.49   (feet)  ADJUSTED  
 LZ1096  ___________________________________________________________________
 LZ1096  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 LZ1096  DYNAMIC HT  -         210.364 (meters)     690.17  (feet)  COMP
 LZ1096  MODELED GRAV-     980,159.9   (mgal)                       NAVD 88
 LZ1096
 LZ1096  VERT ORDER  -  SECOND    CLASS 0
 LZ1096
 LZ1096.The horizontal coordinates were scaled from a topographic map and have
 LZ1096.an estimated accuracy of +/- 6 seconds.
 LZ1096
 LZ1096.The orthometric height was determined by differential leveling
 LZ1096.and adjusted by the National Geodetic Survey in June 1991..
 LZ1096
 LZ1096.The geoid height was determined by GEOID03.
 LZ1096
 LZ1096.The dynamic height is computed by dividing the NAVD 88
 LZ1096.geopotential number by the normal gravity value computed on the
 LZ1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1096.degrees latitude (g = 980.6199 gals.).
 LZ1096
 LZ1096.The modeled gravity was interpolated from observed gravity values.
 LZ1096
 LZ1096;                    North         East    Units  Estimated Accuracy
 LZ1096;SPC PA N     -   113,120.      630,900.      MT  (+/- 180 meters Scaled)
 LZ1096
 LZ1096                          SUPERSEDED SURVEY CONTROL
 LZ1096
 LZ1096  NGVD 29 (??/??/92)  210.659  (m)          691.14   (f) ADJ UNCH    2 0
 LZ1096
 LZ1096.Superseded values are not recommended for survey control.
 LZ1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1096.See file dsdata.txt to determine how the superseded data were derived.
 LZ1096
 LZ1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL002619(NAD 83)
 LZ1096_MARKER: DB = BENCH MARK DISK
 LZ1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1096_STAMPING: B 90 1935
 LZ1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1096+STABILITY: SURFACE MOTION
 LZ1096
 LZ1096  HISTORY     - Date     Condition        Report By
 LZ1096  HISTORY     - 1935     MONUMENTED       CGS
 LZ1096
 LZ1096                          STATION DESCRIPTION
 LZ1096
 LZ1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ1096'2.1 MI N FROM MC ELHATTAN.
 LZ1096'2.1 MILES NORTH ALONG TOWNSHIP ROADS 18014 AND 18021 FROM
 LZ1096'MC ELHATTAN, AT HIGHWAY STATION 0/62+20, AND 120 FEET WEST OF THE
 LZ1096'NORTHWEST CORNER OF THE H.E. ERGOTT 2-STORY GREY FARMHOUSE, 55
 LZ1096'FEET WEST OF POLE 32, 36 FEET WEST OF THE CENTER LINE OF THE ROAD,
 LZ1096'7 FEET WEST OF THE NORTHEAST CORNER OF A BARN, 3 FEET NORTH OF
 LZ1096'THE UNFINISHED WOODEN BARN OF W.H. HARRIS, AND 3 FEET LOWER
 LZ1096'THAN THE ROADWAY.  SET IN THE TOP OF A CONCRETE POST PROJECTING
 LZ1096'8 INCHES ABOVE GROUND.  NOTE-- THE BARN MENTIONED IN THE
 LZ1096'DESCRIPTION IS FINISHED AND BADLY WEATHERED, NOT PAINTED.  1937
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0826 ***********************************************************************
 LZ0826  DESIGNATION -  B 91
 LZ0826  PID         -  LZ0826
 LZ0826  STATE/COUNTY-  PA/TIOGA
 LZ0826  USGS QUAD   -  LIBERTY (1986)
 LZ0826
 LZ0826                         *CURRENT SURVEY CONTROL
 LZ0826  ___________________________________________________________________
 LZ0826* NAD 83(1986)-  41 35 10.     (N)    077 02 34.     (W)     SCALED    
 LZ0826* NAVD 88     -       558.399  (meters)    1832.01   (feet)  ADJUSTED  
 LZ0826  ___________________________________________________________________
 LZ0826  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 LZ0826  DYNAMIC HT  -         558.140 (meters)    1831.16  (feet)  COMP
 LZ0826  MODELED GRAV-     980,139.9   (mgal)                       NAVD 88
 LZ0826
 LZ0826  VERT ORDER  -  SECOND    CLASS 0
 LZ0826
 LZ0826.The horizontal coordinates were scaled from a topographic map and have
 LZ0826.an estimated accuracy of +/- 6 seconds.
 LZ0826
 LZ0826.The orthometric height was determined by differential leveling
 LZ0826.and adjusted by the National Geodetic Survey in June 1991..
 LZ0826
 LZ0826.The geoid height was determined by GEOID03.
 LZ0826
 LZ0826.The dynamic height is computed by dividing the NAVD 88
 LZ0826.geopotential number by the normal gravity value computed on the
 LZ0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0826.degrees latitude (g = 980.6199 gals.).
 LZ0826
 LZ0826.The modeled gravity was interpolated from observed gravity values.
 LZ0826
 LZ0826;                    North         East    Units  Estimated Accuracy
 LZ0826;SPC PA N     -   157,880.      658,970.      MT  (+/- 180 meters Scaled)
 LZ0826
 LZ0826                          SUPERSEDED SURVEY CONTROL
 LZ0826
 LZ0826  NGVD 29 (??/??/92)  558.545  (m)         1832.49   (f) ADJ UNCH    2 0
 LZ0826
 LZ0826.Superseded values are not recommended for survey control.
 LZ0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0826.See file dsdata.txt to determine how the superseded data were derived.
 LZ0826
 LZ0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM297058(NAD 83)
 LZ0826_MARKER: DB = BENCH MARK DISK
 LZ0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0826_STAMPING: B 91 1935
 LZ0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0826+STABILITY: SURFACE MOTION
 LZ0826
 LZ0826  HISTORY     - Date     Condition        Report By
 LZ0826  HISTORY     - 1935     MONUMENTED       CGS
 LZ0826
 LZ0826                          STATION DESCRIPTION
 LZ0826
 LZ0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0826'AT EAST POINT.
 LZ0826'AT EASTPOINT, TIOGA COUNTY, ON TOWNSHIP ROAD 58055, AT STATION
 LZ0826'2/00+40, AT THE SOUTH EDGE OF A FIELD AND APPLE ORCHARD, ABOUT
 LZ0826'600 FEET WEST OF A GENERAL STORE, ABOUT 270 FEET WEST OF A WHITE
 LZ0826'CHURCH, 39 FEET NORTH OF A BELL TELEPHONE CO. POLE, 20 FEET NORTH
 LZ0826'OF THE CENTER LINE OF THE ROAD, 20 FEET EAST OF A 14-INCH APPLE
 LZ0826'TREE, AND ABOUT 2-1/2 FEET HIGHER THAN THE ROADWAY.  A STANDARD
 LZ0826'DISK, STAMPED B 91 1935 AND SET IN THE TOP OF A CONCRETE POST
 LZ0826'PROJECTING ABOUT 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0060 ***********************************************************************
 MB0060  DESIGNATION -  B 92
 MB0060  PID         -  MB0060
 MB0060  STATE/COUNTY-  PA/CRAWFORD
 MB0060  USGS QUAD   -  COCHRANTON (1973)
 MB0060
 MB0060                         *CURRENT SURVEY CONTROL
 MB0060  ___________________________________________________________________
 MB0060* NAD 83(1986)-  41 33 29.     (N)    080 06 31.     (W)     SCALED    
 MB0060* NAVD 88     -       332.252  (meters)    1090.06   (feet)  ADJUSTED  
 MB0060  ___________________________________________________________________
 MB0060  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 MB0060  DYNAMIC HT  -         332.110 (meters)    1089.60  (feet)  COMP
 MB0060  MODELED GRAV-     980,186.4   (mgal)                       NAVD 88
 MB0060
 MB0060  VERT ORDER  -  SECOND    CLASS 0
 MB0060
 MB0060.The horizontal coordinates were scaled from a topographic map and have
 MB0060.an estimated accuracy of +/- 6 seconds.
 MB0060
 MB0060.The orthometric height was determined by differential leveling
 MB0060.and adjusted by the National Geodetic Survey in June 1991..
 MB0060
 MB0060.The geoid height was determined by GEOID03.
 MB0060
 MB0060.The dynamic height is computed by dividing the NAVD 88
 MB0060.geopotential number by the normal gravity value computed on the
 MB0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0060.degrees latitude (g = 980.6199 gals.).
 MB0060
 MB0060.The modeled gravity was interpolated from observed gravity values.
 MB0060
 MB0060;                    North         East    Units  Estimated Accuracy
 MB0060;SPC PA N     -   157,200.      403,270.      MT  (+/- 180 meters Scaled)
 MB0060
 MB0060                          SUPERSEDED SURVEY CONTROL
 MB0060
 MB0060  NGVD 29 (??/??/92)  332.424  (m)         1090.63   (f) ADJ UNCH    2 0
 MB0060
 MB0060.Superseded values are not recommended for survey control.
 MB0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0060.See file dsdata.txt to determine how the superseded data were derived.
 MB0060
 MB0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG743010(NAD 83)
 MB0060_MARKER: DB = BENCH MARK DISK
 MB0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0060_SP_SET: CULVERT
 MB0060_STAMPING: B 92 1935
 MB0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0060
 MB0060  HISTORY     - Date     Condition        Report By
 MB0060  HISTORY     - 1935     MONUMENTED       CGS
 MB0060  HISTORY     - 1967     GOOD             NGS
 MB0060
 MB0060                          STATION DESCRIPTION
 MB0060
 MB0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MB0060'4.3 MI N FROM COCHRANTON.
 MB0060'4.3 MILES NORTH ALONG THE ERIE RAILROAD FROM THE STATION AT
 MB0060'COCHRANTON, 30 FEET NORTH OF THE HALF-MILE POST BETWEEN MILEPOSTS
 MB0060'3 AND 4, 330 FEET SOUTH OF A DIRT-ROAD CROSSING, AT A 6-FOOT
 MB0060'CONCRETE-PIPE CULVERT, IN THE TOP OF THE NORTH END OF THE EAST
 MB0060'HEADWALL, 12 FEET EAST OF THE EAST RAIL, AND ABOUT 6 INCHES BELOW
 MB0060'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED B 92 1935.
 MB0060
 MB0060                          STATION RECOVERY (1967)
 MB0060
 MB0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MB0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0958 ***********************************************************************
 KX0958  DESIGNATION -  B 93
 KX0958  PID         -  KX0958
 KX0958  STATE/COUNTY-  PA/CLARION
 KX0958  USGS QUAD   -  DISTANT (1993)
 KX0958
 KX0958                         *CURRENT SURVEY CONTROL
 KX0958  ___________________________________________________________________
 KX0958* NAD 83(1986)-  40 59 08.     (N)    079 22 28.     (W)     SCALED    
 KX0958* NAVD 88     -       319.969  (meters)    1049.77   (feet)  ADJUSTED  
 KX0958  ___________________________________________________________________
 KX0958  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KX0958  DYNAMIC HT  -         319.814 (meters)    1049.26  (feet)  COMP
 KX0958  MODELED GRAV-     980,131.7   (mgal)                       NAVD 88
 KX0958
 KX0958  VERT ORDER  -  SECOND    CLASS 0
 KX0958
 KX0958.The horizontal coordinates were scaled from a topographic map and have
 KX0958.an estimated accuracy of +/- 6 seconds.
 KX0958
 KX0958.The orthometric height was determined by differential leveling
 KX0958.and adjusted by the National Geodetic Survey in June 1991..
 KX0958
 KX0958.The geoid height was determined by GEOID03.
 KX0958
 KX0958.The dynamic height is computed by dividing the NAVD 88
 KX0958.geopotential number by the normal gravity value computed on the
 KX0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0958.degrees latitude (g = 980.6199 gals.).
 KX0958
 KX0958.The modeled gravity was interpolated from observed gravity values.
 KX0958
 KX0958;                    North         East    Units  Estimated Accuracy
 KX0958;SPC PA N     -    92,220.      463,310.      MT  (+/- 180 meters Scaled)
 KX0958
 KX0958                          SUPERSEDED SURVEY CONTROL
 KX0958
 KX0958  NGVD 29 (??/??/92)  320.137  (m)         1050.32   (f) ADJ UNCH    2 0
 KX0958
 KX0958.Superseded values are not recommended for survey control.
 KX0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0958.See file dsdata.txt to determine how the superseded data were derived.
 KX0958
 KX0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF367384(NAD 83)
 KX0958_MARKER: DB = BENCH MARK DISK
 KX0958_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0958_SP_SET: WALL
 KX0958_STAMPING: B 93 1935
 KX0958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0958
 KX0958  HISTORY     - Date     Condition        Report By
 KX0958  HISTORY     - 1935     MONUMENTED       CGS
 KX0958
 KX0958                          STATION DESCRIPTION
 KX0958
 KX0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX0958'3.5 MI W FROM NEW BETHLEHEM.
 KX0958'3.5 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0958'AT NEW BETHLEHEM, CLARION COUNTY, AT MILEPOST 17, AT THE WEST
 KX0958'END OF A TUNNEL, IN THE WALL OF THE MASONRY APPROACH, 3 FEET EAST
 KX0958'OF THE WEST END, 10 FEET SOUTH OF THE CENTER LINE  OF THE TRACK,
 KX0958'AND ABOUT 3 FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD
 KX0958'DISK, STAMPED B 93 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0336 ***********************************************************************
 KX0336  DESIGNATION -  B 95
 KX0336  PID         -  KX0336
 KX0336  STATE/COUNTY-  PA/BEDFORD
 KX0336  USGS QUAD   -  EVERETT WEST (1987)
 KX0336
 KX0336                         *CURRENT SURVEY CONTROL
 KX0336  ___________________________________________________________________
 KX0336* NAD 83(1986)-  40 01 06.     (N)    078 29 28.     (W)     SCALED    
 KX0336* NAVD 88     -       323.741  (meters)    1062.14   (feet)  ADJUSTED  
 KX0336  ___________________________________________________________________
 KX0336  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KX0336  DYNAMIC HT  -         323.560 (meters)    1061.55  (feet)  COMP
 KX0336  MODELED GRAV-     980,055.5   (mgal)                       NAVD 88
 KX0336
 KX0336  VERT ORDER  -  SECOND    CLASS 0
 KX0336
 KX0336.The horizontal coordinates were scaled from a topographic map and have
 KX0336.an estimated accuracy of +/- 6 seconds.
 KX0336
 KX0336.The orthometric height was determined by differential leveling
 KX0336.and adjusted by the National Geodetic Survey in June 1991..
 KX0336
 KX0336.The geoid height was determined by GEOID03.
 KX0336
 KX0336.The dynamic height is computed by dividing the NAVD 88
 KX0336.geopotential number by the normal gravity value computed on the
 KX0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0336.degrees latitude (g = 980.6199 gals.).
 KX0336
 KX0336.The modeled gravity was interpolated from observed gravity values.
 KX0336
 KX0336;                    North         East    Units  Estimated Accuracy
 KX0336;SPC PA S     -    76,320.      536,730.      MT  (+/- 180 meters Scaled)
 KX0336
 KX0336                          SUPERSEDED SURVEY CONTROL
 KX0336
 KX0336  NGVD 29 (??/??/92)  323.903  (m)         1062.67   (f) ADJ UNCH    2 0
 KX0336
 KX0336.Superseded values are not recommended for survey control.
 KX0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0336.See file dsdata.txt to determine how the superseded data were derived.
 KX0336
 KX0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE141328(NAD 83)
 KX0336_MARKER: DB = BENCH MARK DISK
 KX0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0336_STAMPING: B 95 1935
 KX0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0336+STABILITY: SURFACE MOTION
 KX0336
 KX0336  HISTORY     - Date     Condition        Report By
 KX0336  HISTORY     - 1935     MONUMENTED       CGS
 KX0336  HISTORY     - 1966     MARK NOT FOUND   NGS
 KX0336
 KX0336                          STATION DESCRIPTION
 KX0336
 KX0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0336'AT BEDFORD.
 KX0336'AT BEDFORD, BEDFORD COUNTY, ON U.S. HIGHWAY 30, ABOUT 186 FEET
 KX0336'NORTHWEST OF THE REIGHARD SERVICE STATION, ABOUT 60 FEET EAST
 KX0336'OF POLE 0+25, 24 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 KX0336'AND 1 FOOT NORTH OF THE FENCE.  A STANDARD DISK, STAMPED B 95 1935
 KX0336'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3453 ***********************************************************************
 JV3453  DESIGNATION -  B 96
 JV3453  PID         -  JV3453
 JV3453  STATE/COUNTY-  PA/FRANKLIN
 JV3453  USGS QUAD   -  MC CONNELLSBURG (1990)
 JV3453
 JV3453                         *CURRENT SURVEY CONTROL
 JV3453  ___________________________________________________________________
 JV3453* NAD 83(1986)-  39 55 07.     (N)    077 54 30.     (W)     SCALED    
 JV3453* NAVD 88     -       203.568  (meters)     667.87   (feet)  ADJUSTED  
 JV3453  ___________________________________________________________________
 JV3453  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JV3453  DYNAMIC HT  -         203.452 (meters)     667.49  (feet)  COMP
 JV3453  MODELED GRAV-     980,053.4   (mgal)                       NAVD 88
 JV3453
 JV3453  VERT ORDER  -  SECOND    CLASS 0
 JV3453
 JV3453.The horizontal coordinates were scaled from a topographic map and have
 JV3453.an estimated accuracy of +/- 6 seconds.
 JV3453
 JV3453.The orthometric height was determined by differential leveling
 JV3453.and adjusted by the National Geodetic Survey in June 1991..
 JV3453
 JV3453.The geoid height was determined by GEOID03.
 JV3453
 JV3453.The dynamic height is computed by dividing the NAVD 88
 JV3453.geopotential number by the normal gravity value computed on the
 JV3453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3453.degrees latitude (g = 980.6199 gals.).
 JV3453
 JV3453.The modeled gravity was interpolated from observed gravity values.
 JV3453
 JV3453;                    North         East    Units  Estimated Accuracy
 JV3453;SPC PA S     -    65,000.      586,460.      MT  (+/- 180 meters Scaled)
 JV3453
 JV3453                          SUPERSEDED SURVEY CONTROL
 JV3453
 JV3453  NGVD 29 (??/??/??)  203.757  (m)          668.49   (f) ADJUSTED    2 0
 JV3453
 JV3453.Superseded values are not recommended for survey control.
 JV3453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3453.See file dsdata.txt to determine how the superseded data were derived.
 JV3453
 JV3453_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK514227(NAD 83)
 JV3453_MARKER: DB = BENCH MARK DISK
 JV3453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3453_STAMPING: B 96 1935
 JV3453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3453+STABILITY: SURFACE MOTION
 JV3453
 JV3453  HISTORY     - Date     Condition        Report By
 JV3453  HISTORY     - 1935     MONUMENTED       CGS
 JV3453  HISTORY     - 1966     GOOD             CGS
 JV3453  HISTORY     - 19900816 MARK NOT FOUND   USGS
 JV3453  HISTORY     - 20040520 MARK NOT FOUND   USPSQD
 JV3453
 JV3453                          STATION DESCRIPTION
 JV3453
 JV3453'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JV3453'6.2 MI W FROM SAINT THOMAS.
 JV3453'6.2 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 JV3453'SAINT THOMAS, FRANKLIN COUNTY, ABOUT 0.1 MILE WEST OF THE
 JV3453'LOUDON CITY LIMITS, AND 24 FEET NORTH OF THE CENTER LINE OF THE
 JV3453'HIGHWAY.  A STANDARD DISK, STAMPED B 96 1935 AND SET IN THE TOP
 JV3453'OF A CONCRETE POST.  NOTE-- 7 FEET WEST OF UTILITY POLE NUMBER
 JV3453'1532.
 JV3453
 JV3453                          STATION RECOVERY (1990)
 JV3453
 JV3453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (GDS)
 JV3453'MARK NOT FOUND.
 JV3453
 JV3453                          STATION RECOVERY (2004)
 JV3453
 JV3453'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 JV3453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0291 ***********************************************************************
 KX0291  DESIGNATION -  B 97
 KX0291  PID         -  KX0291
 KX0291  STATE/COUNTY-  PA/HUNTINGDON
 KX0291  USGS QUAD   -  HUNTINGDON (1994)
 KX0291
 KX0291                         *CURRENT SURVEY CONTROL
 KX0291  ___________________________________________________________________
 KX0291* NAD 83(1986)-  40 27 05.     (N)    078 04 09.     (W)     SCALED    
 KX0291* NAVD 88     -       201.800  (meters)     662.07   (feet)  ADJUSTED  
 KX0291  ___________________________________________________________________
 KX0291  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 KX0291  DYNAMIC HT  -         201.692 (meters)     661.72  (feet)  COMP
 KX0291  MODELED GRAV-     980,085.1   (mgal)                       NAVD 88
 KX0291
 KX0291  VERT ORDER  -  SECOND    CLASS 0
 KX0291
 KX0291.The horizontal coordinates were scaled from a topographic map and have
 KX0291.an estimated accuracy of +/- 6 seconds.
 KX0291
 KX0291.The orthometric height was determined by differential leveling
 KX0291.and adjusted by the National Geodetic Survey in June 1991..
 KX0291
 KX0291.The geoid height was determined by GEOID03.
 KX0291
 KX0291.The dynamic height is computed by dividing the NAVD 88
 KX0291.geopotential number by the normal gravity value computed on the
 KX0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0291.degrees latitude (g = 980.6199 gals.).
 KX0291
 KX0291.The modeled gravity was interpolated from observed gravity values.
 KX0291
 KX0291;                    North         East    Units  Estimated Accuracy
 KX0291;SPC PA S     -   124,190.      572,930.      MT  (+/- 180 meters Scaled)
 KX0291
 KX0291                          SUPERSEDED SURVEY CONTROL
 KX0291
 KX0291  NGVD 29 (??/??/92)  201.999  (m)          662.73   (f) ADJ UNCH    2 0
 KX0291
 KX0291.Superseded values are not recommended for survey control.
 KX0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0291.See file dsdata.txt to determine how the superseded data were derived.
 KX0291
 KX0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE485819(NAD 83)
 KX0291_MARKER: DB = BENCH MARK DISK
 KX0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0291_STAMPING: B 97 1935
 KX0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0291+STABILITY: SURFACE MOTION
 KX0291
 KX0291  HISTORY     - Date     Condition        Report By
 KX0291  HISTORY     - 1935     MONUMENTED       CGS
 KX0291
 KX0291                          STATION DESCRIPTION
 KX0291
 KX0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX0291'0.5 MI N FROM MC CONNELLSTOWN.
 KX0291'0.5 MILE NORTH ALONG THE HUNTINGDON AND BROAD TOP MOUNTAIN
 KX0291'RAILROAD AND COAL CO. FROM THE STATION AT MC CONNELLSTOWN,
 KX0291'HUNTINGDON COUNTY, ABOUT 33 YARDS NORTHEAST OF MILEPOST 4,
 KX0291'45 FEET EAST OF THE CENTER LINE OF A NORTH-AND-SOUTH COUNTY
 KX0291'ROAD, 30 FEET EAST OF THE CENTER LINE OF THE TRACK, AND 2 FEET
 KX0291'WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 KX0291'B 97 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1681 ***********************************************************************
 KX1681  DESIGNATION -  B 98
 KX1681  PID         -  KX1681
 KX1681  STATE/COUNTY-  PA/BLAIR
 KX1681  USGS QUAD   -  HOLLIDAYSBURG (1981)
 KX1681
 KX1681                         *CURRENT SURVEY CONTROL
 KX1681  ___________________________________________________________________
 KX1681* NAD 83(1986)-  40 25 41.     (N)    078 22 31.     (W)     SCALED    
 KX1681* NAVD 88     -       287.541  (meters)     943.37   (feet)  ADJUSTED  
 KX1681  ___________________________________________________________________
 KX1681  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KX1681  DYNAMIC HT  -         287.390 (meters)     942.88  (feet)  COMP
 KX1681  MODELED GRAV-     980,093.0   (mgal)                       NAVD 88
 KX1681
 KX1681  VERT ORDER  -  SECOND    CLASS 0
 KX1681
 KX1681.The horizontal coordinates were scaled from a topographic map and have
 KX1681.an estimated accuracy of +/- 6 seconds.
 KX1681
 KX1681.The orthometric height was determined by differential leveling
 KX1681.and adjusted by the National Geodetic Survey in June 1991..
 KX1681
 KX1681.The geoid height was determined by GEOID03.
 KX1681
 KX1681.The dynamic height is computed by dividing the NAVD 88
 KX1681.geopotential number by the normal gravity value computed on the
 KX1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1681.degrees latitude (g = 980.6199 gals.).
 KX1681
 KX1681.The modeled gravity was interpolated from observed gravity values.
 KX1681
 KX1681;                    North         East    Units  Estimated Accuracy
 KX1681;SPC PA S     -   121,740.      546,940.      MT  (+/- 180 meters Scaled)
 KX1681
 KX1681                          SUPERSEDED SURVEY CONTROL
 KX1681
 KX1681  NGVD 29 (??/??/92)  287.708  (m)          943.92   (f) ADJ UNCH    2 0
 KX1681
 KX1681.Superseded values are not recommended for survey control.
 KX1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1681.See file dsdata.txt to determine how the superseded data were derived.
 KX1681
 KX1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE226785(NAD 83)
 KX1681_MARKER: DB = BENCH MARK DISK
 KX1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1681_STAMPING: B 98 1935
 KX1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1681+STABILITY: SURFACE MOTION
 KX1681
 KX1681  HISTORY     - Date     Condition        Report By
 KX1681  HISTORY     - 1935     MONUMENTED       CGS
 KX1681  HISTORY     - 19990921 MARK NOT FOUND   PADT
 KX1681
 KX1681                          STATION DESCRIPTION
 KX1681
 KX1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX1681'1.2 MI S FROM HOLLIDAYSBURG.
 KX1681'1.2 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX1681'AT HOLLIDAYSBURG, BLAIR COUNTY, ABOUT 250 YARDS SOUTHEAST OF
 KX1681'THE POINT WHERE THE TRACK LEAVES THE YARD, ABOUT 78 FEET SOUTH
 KX1681'OF BRIDGE 8.97, AND 20 FEET WEST OF THE CENTER LINE OF THE TRACK.
 KX1681'A STANDARD DISK, STAMPED B 98 1935 AND SET IN THE TOP OF A CONCRETE
 KX1681'POST.
 KX1681
 KX1681                          STATION RECOVERY (1999)
 KX1681
 KX1681'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (TRN)
 KX1681'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2228 ***********************************************************************
 KW2228  DESIGNATION -  B 99
 KW2228  PID         -  KW2228
 KW2228  STATE/COUNTY-  PA/FULTON
 KW2228  USGS QUAD   -  BURNT CABINS (1973)
 KW2228
 KW2228                         *CURRENT SURVEY CONTROL
 KW2228  ___________________________________________________________________
 KW2228* NAD 83(1986)-  40 03 20.     (N)    077 57 33.     (W)     SCALED    
 KW2228* NAVD 88     -       250.893  (meters)     823.14   (feet)  ADJUSTED  
 KW2228  ___________________________________________________________________
 KW2228  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KW2228  DYNAMIC HT  -         250.753 (meters)     822.68  (feet)  COMP
 KW2228  MODELED GRAV-     980,062.9   (mgal)                       NAVD 88
 KW2228
 KW2228  VERT ORDER  -  SECOND    CLASS 0
 KW2228
 KW2228.The horizontal coordinates were scaled from a topographic map and have
 KW2228.an estimated accuracy of +/- 6 seconds.
 KW2228
 KW2228.The orthometric height was determined by differential leveling
 KW2228.and adjusted by the National Geodetic Survey in June 1991..
 KW2228
 KW2228.The geoid height was determined by GEOID03.
 KW2228
 KW2228.The dynamic height is computed by dividing the NAVD 88
 KW2228.geopotential number by the normal gravity value computed on the
 KW2228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2228.degrees latitude (g = 980.6199 gals.).
 KW2228
 KW2228.The modeled gravity was interpolated from observed gravity values.
 KW2228
 KW2228;                    North         East    Units  Estimated Accuracy
 KW2228;SPC PA S     -    80,210.      582,150.      MT  (+/- 180 meters Scaled)
 KW2228
 KW2228                          SUPERSEDED SURVEY CONTROL
 KW2228
 KW2228  NGVD 29 (??/??/??)  251.080  (m)          823.75   (f) ADJUSTED    2 0
 KW2228
 KW2228.Superseded values are not recommended for survey control.
 KW2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2228.See file dsdata.txt to determine how the superseded data were derived.
 KW2228
 KW2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK475381(NAD 83)
 KW2228_MARKER: DB = BENCH MARK DISK
 KW2228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2228_STAMPING: B 99 1935
 KW2228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2228+STABILITY: SURFACE MOTION
 KW2228
 KW2228  HISTORY     - Date     Condition        Report By
 KW2228  HISTORY     - 1935     MONUMENTED       CGS
 KW2228  HISTORY     - 1968     MARK NOT FOUND   CGS
 KW2228
 KW2228                          STATION DESCRIPTION
 KW2228
 KW2228'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW2228'9.2 MI N FROM MC CONNELLSBURG.
 KW2228'9.2 MILES NORTH ALONG U.S. HIGHWAY 522 FROM THE FULTON COUNTY
 KW2228'NATIONAL BANK AT MC CONNELLSBURG, FULTON COUNTY, 105 FEET
 KW2228'NORTHWEST OF POLE 89, AND 42 FEET NORTH OF THE CENTER LINE OF
 KW2228'THE HIGHWAY.  A STANDARD DISK, STAMPED B 99 1935 AND SET IN THE
 KW2228'TOP OF A CONCRETE POST.
 KW2228
 KW2228                          STATION RECOVERY (1968)
 KW2228
 KW2228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 KW2228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1848 ***********************************************************************
 MA1848  DESIGNATION -  BABCOCK
 MA1848  PID         -  MA1848
 MA1848  STATE/COUNTY-  PA/WARREN
 MA1848  USGS QUAD   -  RUSSELL (1977)
 MA1848
 MA1848                         *CURRENT SURVEY CONTROL
 MA1848  ___________________________________________________________________
 MA1848* NAD 83(1992)-  41 56 34.63124(N)    079 12 58.24757(W)     ADJUSTED  
 MA1848* NAVD 88     -       594.     (meters)    1949.     (feet)  SCALED    
 MA1848  ___________________________________________________________________
 MA1848  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 MA1848  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MA1848
 MA1848  HORZ ORDER  -  FIRST
 MA1848
 MA1848.The horizontal coordinates were established by classical geodetic methods
 MA1848.and adjusted by the National Geodetic Survey in June 2002..
 MA1848
 MA1848.The orthometric height was scaled from a topographic map.
 MA1848
 MA1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1848
 MA1848.The geoid height was determined by GEOID03.
 MA1848
 MA1848;                    North         East     Units Scale Factor Converg.
 MA1848;SPC PA N     -   198,297.782   478,423.389   MT  0.99999886   -0 58 11.8
 MA1848;SPC PA N     -   650,581.97  1,569,627.40   sFT  0.99999886   -0 58 11.8
 MA1848;SPC NY W     -   215,951.716   297,524.541   MT  0.99997137   -0 25 22.8
 MA1848;SPC NY W     -   708,501.59    976,128.43   sFT  0.99997137   -0 25 22.8
 MA1848;UTM  17      - 4,644,981.171   647,866.205   MT  0.99986905   +1 11 33.0
 MA1848
 MA1848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1848!SPC PA N     -   0.99991203  x   0.99999886  =   0.99991089
 MA1848!SPC NY W     -   0.99991203  x   0.99997137  =   0.99988340
 MA1848!UTM  17      -   0.99991203  x   0.99986905  =   0.99978109
 MA1848
 MA1848|---------------------------------------------------------------------|
 MA1848| PID    Reference Object                     Distance      Geod. Az  |
 MA1848|                                                           dddmmss.s |
 MA1848| CX3174 BABCOCK RM 1                         58.110 METERS 03619     |
 MA1848| CX3173 BABCOCK AZ MK                                      0674545.5 |
 MA1848| CX3175 BABCOCK RM 2                         31.809 METERS 11047     |
 MA1848|---------------------------------------------------------------------|
 MA1848
 MA1848                          SUPERSEDED SURVEY CONTROL
 MA1848
 MA1848  NAD 83(1996)-  41 56 34.63156(N)    079 12 58.24737(W) AD(       ) 1
 MA1848  NAD 83(1986)-  41 56 34.63277(N)    079 12 58.24601(W) AD(       ) 1
 MA1848  NAD 27      -  41 56 34.42605(N)    079 12 59.07435(W) AD(       ) 1
 MA1848
 MA1848.Superseded values are not recommended for survey control.
 MA1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1848.See file dsdata.txt to determine how the superseded data were derived.
 MA1848
 MA1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG4786644981(NAD 83)
 MA1848_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA1848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1848
 MA1848  HISTORY     - Date     Condition        Report By
 MA1848  HISTORY     - 1935     MONUMENTED       CGS
 MA1848  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 MA1848  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 MA1848
 MA1848                          STATION DESCRIPTION
 MA1848
 MA1848'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 MA1848'THE STATION IS LOCATED ON A HIGH HILL IN FARMINGTON TOWNSHIP, 8
 MA1848'MILES, AIRLINE, NORTHWEST OF WARREN, 4-3/4 MILES,
 MA1848'AIRLINE, WEST OF RUSSELL, AND ABOUT 1-1/2 MILES, AIRLINE, SOUTHEAST
 MA1848'OF LANDERS, IN SOME WOODS DIRECTLY ACROSS A DIRT ROAD FROM
 MA1848'THE RESIDENCE AND FARM OF MR. F.W. PETERSON.
 MA1848'
 MA1848'TO REACH FROM THE MAIN ROAD INTERSECTION IN RUSSELL (INTERSECTION OF
 MA1848'A PAVED ROAD AND U.S. HIGHWAY 62), GO WEST ON THE PAVED ROAD
 MA1848'5.0 MILES (1.0 MILE EAST OF LANDERS) TO A DIRT T-ROAD SOUTH.  TURN ON
 MA1848'THIS DIRT ROAD AND FOLLOW 1.3 MILES TO THE HOME OF MR.
 MA1848'PETERSON.  THE MARK IS ON THE INSIDE OF THE CURVE IN THE ROAD, 24.7
 MA1848'METERS SOUTHWEST OF ONE TANGENT OF THE ROAD, AND 20 METERS
 MA1848'WEST OF THE OTHER TANGENT, 5.0 METERS NORTH-NORTHEAST OF A
 MA1848'14-INCH OAK TREE BEARING A TRIANGULAR BLAZE, AND 3.9 METERS WEST OF A
 MA1848'6-INCH OAK TREE BEARING A TRIANGULAR BLAZE.  THE MARK PROJECTS
 MA1848'ABOUT 4 INCHES ABOVE GROUND.
 MA1848'
 MA1848'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, AT THE WEST
 MA1848'END OF A CHICKEN HOUSE, 1 METER SOUTHWEST OF THE NORTHWEST CORNER
 MA1848'OF THIS HOUSE, 37.03 METERS NORTH OF A TREE IN THE FRONT YARD OF THE
 MA1848'HOUSE, 18 METERS EAST-NORTHEAST OF A LARGE APPLE
 MA1848'TREE, AND 31 METERS EAST-NORTHEAST OF THE CENTERLINE OF THE ROAD.
 MA1848'
 MA1848'REFERENCE MARK NO. 2 IS 58.36 METERS (191.5 FEET) (SLOPE) SOUTH OF
 MA1848'REFERENCE MARK NO. 1, EAST-SOUTHEAST OF THE STATION, IN THE
 MA1848'SOUTHWEST CORNER OF THE FRONT YARD OF THE PETERSON HOUSE, 19.3 METERS
 MA1848'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 4
 MA1848'METERS EAST OF THE CENTERLINE OF THE ROAD, 21.2 METERS SOUTH OF THE
 MA1848'TREE IN FRONT OF THE HOUSE, AND 11.9 METERS WEST-NORTHWEST OF
 MA1848'THE NORTHWEST APPLE TREE IN AN ORCHARD.
 MA1848'
 MA1848'THE AZIMUTH MARK IS EAST-NORTHEAST OF THE STATION, IN A STUMPY
 MA1848'PASTURE, ON THE NORTH SLOPE OF A BRANCH, 30 METERS
 MA1848'EAST-SOUTHEAST OF A 24-INCH CHERRY TREE THAT GROWS ON THE WEST SIDE
 MA1848'OF AN OLD RAIL FENCE, 3 METERS NORTHWEST OF 3-FOOT STUMP
 MA1848'STANDING 3-1/2 FEET HIGH.  THE MARK PROJECTS ABOUT 5 INCHES, AND IS
 MA1848'VISIBLE FROM THE GROUND AT THE STATION.
 MA1848'
 MA1848'A 90-FOOT TOWER CLEARED ALL LINES.
 MA1848'
 MA1848'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE AS DESCRIBED IN
 MA1848'NOTES 1A, 7A AND 11A.
 MA1848'
 MA1848'NO OTHER OBJECTS VISIBLE FROM THE GROUND.
 MA1848
 MA1848                          STATION RECOVERY (1989)
 MA1848
 MA1848'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRT)
 MA1848'MARK NOT FOUND.
 MA1848
 MA1848                          STATION RECOVERY (2004)
 MA1848
 MA1848'RECOVERY NOTE BY US POWER SQUADRON 2004 (WR)
 MA1848'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1958 ***********************************************************************
 MB1958  DESIGNATION -  BABIN
 MB1958  PID         -  MB1958
 MB1958  STATE/COUNTY-  PA/MERCER
 MB1958  USGS QUAD   -  FREDONIA (1987)
 MB1958
 MB1958                         *CURRENT SURVEY CONTROL
 MB1958  ___________________________________________________________________
 MB1958* NAD 83(1992)-  41 15 29.23981(N)    080 19 08.36447(W)     ADJUSTED  
 MB1958* NAVD 88     -       394.     (meters)    1293.     (feet)  SCALED    
 MB1958  ___________________________________________________________________
 MB1958  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 MB1958  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 MB1958
 MB1958  HORZ ORDER  -  SECOND
 MB1958
 MB1958.The horizontal coordinates were established by classical geodetic methods
 MB1958.and adjusted by the National Geodetic Survey in June 2002..
 MB1958
 MB1958.The orthometric height was scaled from a topographic map.
 MB1958
 MB1958.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1958
 MB1958.The geoid height was determined by GEOID03.
 MB1958
 MB1958;                    North         East     Units Scale Factor Converg.
 MB1958;SPC PA N     -   124,402.701   384,742.995   MT  0.99996069   -1 41 58.2
 MB1958;SPC PA N     -   408,144.53  1,262,277.64   sFT  0.99996069   -1 41 58.2
 MB1958;UTM  17      - 4,567,635.305   557,050.128   MT  0.99964006   +0 26 56.8
 MB1958
 MB1958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1958!SPC PA N     -   0.99994351  x   0.99996069  =   0.99990421
 MB1958!UTM  17      -   0.99994351  x   0.99964006  =   0.99958360
 MB1958
 MB1958|---------------------------------------------------------------------|
 MB1958| PID    Reference Object                     Distance      Geod. Az  |
 MB1958|                                                           dddmmss.s |
 MB1958| CX3179 BABIN RM 3                           12.680 METERS 01523     |
 MB1958| CX3177 BABIN RM 1                           64.968 METERS 18331     |
 MB1958| CX3176 BABIN AZ MK RESET                                  1863055.6 |
 MB1958| CX3178 BABIN RM 2                           57.095 METERS 26754     |
 MB1958| MB1962 CHICAGO NEW YORK AIRWAY BCN 38      APPROX. 9.9 KM 3003254.1 |
 MB1958|---------------------------------------------------------------------|
 MB1958
 MB1958                          SUPERSEDED SURVEY CONTROL
 MB1958
 MB1958  NAD 83(1995)-  41 15 29.24095(N)    080 19 08.36564(W) AD(       ) 2
 MB1958  NAD 83(1986)-  41 15 29.24451(N)    080 19 08.36822(W) AD(       ) 2
 MB1958  NAD 27      -  41 15 29.03800(N)    080 19 09.13400(W) AD(       ) 2
 MB1958
 MB1958.Superseded values are not recommended for survey control.
 MB1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1958.See file dsdata.txt to determine how the superseded data were derived.
 MB1958
 MB1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF5705067635(NAD 83)
 MB1958_MARKER: Z = SEE DESCRIPTION
 MB1958_SETTING: 0 = UNSPECIFIED SETTING
 MB1958
 MB1958  HISTORY     - Date     Condition        Report By
 MB1958  HISTORY     - 1937     MONUMENTED       PAGS
 MB1958  HISTORY     - 1956     SEE DESCRIPTION  USGS
 MB1958  HISTORY     - 1970     SEE DESCRIPTION  NGS
 MB1958
 MB1958                          STATION DESCRIPTION
 MB1958
 MB1958'DESCRIBED BY PENNSYLVANIA GEODETIC SURVEY 1937
 MB1958'LOCATED ON DIRT ROAD 0.8 MILE S FROM ITS INTERSECTION WITH STATE
 MB1958'ROUTE 258, 5.2 MILES NW FROM MERCER.  STATION IS AT T INTERSECTION
 MB1958'OF DIRT ROADS, IN FIELD 9 FEET SW OF T INTERSECTION OF FENCES ON
 MB1958'PROPERTY OF FRANK BABNIS.
 MB1958'
 MB1958'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE PA. COORDINATE
 MB1958'SYSTEM STANDARD BRONZE DISKS IN BOULDERS.
 MB1958'
 MB1958'REFERENCE MARK NO. 1 IS S OF STATION IN FENCE LINE.  REFERENCE MARK
 MB1958'NO. 2 IS W OF STATION IN FENCE LINE.
 MB1958'
 MB1958'TO REACH AZIMUTH MARK GO S OF STATION, 0.6 MILE THROUGH GATE ON RIGHT
 MB1958'AT ROAD, 20 PACES TO FENCE CORNER, THENCE W ALONG W ALONG FENCE 30
 MB1958'PACES.
 MB1958'
 MB1958'HEIGHT OF LIGHT ABOVE STATION MARK- 22.6 METERS.
 MB1958
 MB1958                          STATION RECOVERY (1956)
 MB1958
 MB1958'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 MB1958'STATION AND REFERENCE MARK 2 WERE NOT FOUND.  REFERENCE MARK 1 HAS
 MB1958'BEEN DISTURBED.
 MB1958
 MB1958                          STATION RECOVERY (1970)
 MB1958
 MB1958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MB1958'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 MB1958'CONDITION, AFTER A ONE MAN DAY SEARCH.  REFERENCE MARK NO. 1 WAS
 MB1958'FOUND DESTROYED.  THE AZIMUTH MARK WAS FOUND IN POSITION BUT BADLY
 MB1958'EXPOSED, IT WAS LOWERED, HOLDING ITS ORIGINAL POSITION.  A NEW
 MB1958'REFERENCE MARK NO. 3 WAS ESTABLISHED.
 MB1958'
 MB1958'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION- THE STATION IS LOCATED
 MB1958'ON A HILL ABOUT 5.0 MILES WEST-NORTHWEST OF MERCER, AT THE
 MB1958'INTERSECTION OF GRAPEVINE ROAD AND HIGHLAND ROAD.  IT IS 60 FEET
 MB1958'SOUTHWEST OF A CORNER UTILITY POLE NO. 130-14-E, 30 FEET SOUTHWEST OF
 MB1958'CENTER OF INTERSECTION OF ROADS, 23 FEET WEST OF THE CENTERLINE OF
 MB1958'HIGHLAND ROAD, 11.5 FEET SOUTHWEST OF A FENCE CORNER, 6.3
 MB1958'FEET WEST OF METAL WITNESS SIGN AND POST, 6 FEET WEST OF FENCE LINE
 MB1958'AND 41 FEET SOUTH OF A BRACE POLE FOR UTILITY LINE POLE.  THE
 MB1958'STATION IS A PENN. COORDINATE SYSTEM MERCER COUNTY, SURVEY DISK, SET
 MB1958'IN A DRILL HOLE IN A BURIED BOULDER THAT IS FLUSH WITH SURFACE OF
 MB1958'THE GROUND.  THE DISK IS STAMPED BABIN 1937.
 MB1958'
 MB1958'REFERENCE MARK NO. 2 IS A PENN. COORDINATE SYSTEM BRONZE SURVEY DISK
 MB1958'CEMENTED IN A DRILL HOLE IN A STONE MONUMENT ABOUT 15-INCHES IN
 MB1958'DIAMETER, SET IN THE GROUND WITH THE TOP SLIGHTLY BELOW THE SURFACE.
 MB1958'IT IS 210 FEET WEST OF THE CENTERLINE OF ROAD, 24 FEET WEST OF A FOUR
 MB1958'TRUNK HICKORY TREE, 13 FEET EAST OF A 20-INCH HICKORY TREE, AND 4
 MB1958'FEET SOUTH OF A FENCE. THE DISK IS STAMPED BABIN NO 2 1937.
 MB1958'
 MB1958'REFERENCE MARK NO. 3 IS THE ORIGINAL MARKER USED FOR REFERENCE MARK
 MB1958'NO. 1, THAT WAS FOUND AFTER IT HAD BEEN PLOWED OUT.  IT IS 38 FEET
 MB1958'WEST OF CORNER UTILITY POLE NO. 130-14-E, 30 FEET NORTH OF A FENCE
 MB1958'CORNER, 28 FEET NORTHWEST OF CENTERLINE OF ROAD INTERSECTION, 18 FEET
 MB1958'WEST OF CENTERLINE OF ROAD, 4 FEET EAST OF ANCHOR BRACE FOR BRACE
 MB1958'POST TO UTILITY POLE, AND 2 FEET WEST OF BRACE POLE.  THE DISK WAS
 MB1958'RESTAMPED TO READ, BABIN NO 3 1937 1970.
 MB1958'
 MB1958'THE AZIMUTH MARK IS A PENN. COORDINATE SYSTEM MERCER COUNTY DISK, SET
 MB1958'IN THE TOP OF 12X15 INCH BOULDER SET IN THE GROUND AND
 MB1958'PROJECTING ABOUT THREE INHCES ABOVE GROUND SURFACE.  THE MARK WAS
 MB1958'RECOVERED AND FOUND PROJECTING ABOUT 18-INCHES, HOWEVER, IT
 MB1958'WAS SOLID AND THE ANGLE CHECKED THE OLD ANGLE TO REFERENCE MARK NO.
 MB1958'2.  THE MARK WAS LOWERED, HOLDING ITS ORIGINAL POSITION AND THE
 MB1958'ANGLE RECHECKED.  THE MARK IS 0.6 MILE SOUTH OF THE STATION AT THE
 MB1958'SOUTH EDGE OF A PASTURE AND JUST EAST OF A SMALL SWAMP GRASSY AREA,
 MB1958'224 FEET WEST OF CENTERLINE OF HIGHLAND ROAD, 206 FEET WEST OF AN
 MB1958'ALUMINUM GATE, ABOUT 180 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 MB1958'BARN, 106 FEET WEST OF THE CENTER OF A DOUBLE BOARD GATE, AND 2 FEET
 MB1958'NORTH OF AN EAST-WEST FENCE.  IT IS STAMPED BABIN 1937 1970.
 MB1958'
 MB1958'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRAVELED ROAD
 MB1958'FOR 0.6 MILE TO A GATE ON RIGHT, JUST BEFORE REACHING LARGE
 MB1958'BARN ON RIGHT, TURN RIGHT THROUGH GATE AND GO WEST THROUGH PASTURE
 MB1958'FOR 224 FEET TO MARK AS DESCRIBED.
 MB1958'
 MB1958'TO REACH FROM THE WEST SIDE OF THE COURTHOUSE IN MERCER, GO WEST ON
 MB1958'U.S. HIGHWAY 62 FOR 3.95 MILES TO A TEXACO SERVICE STATION ON THE
 MB1958'RIGHT, CONTINUE ON HIGHWAY FOR 0.1 MILE TO A ROAD RIGHT, TURN RIGHT
 MB1958'ONTO COUNTY ROUTE 43040 AND GO NORTH FOR 0.4 MILE TO A CROSSROAD,
 MB1958'TURN LEFT AND GO WEST ON LAMOR RD. FOR 0.95 MILE TO A ROAD RIGHT,
 MB1958'TURN RIGHT AND GO NORTH ON HIGHLAND RD., FOR 0.15 MILE TO GATE ON
 MB1958'LEFT JUST PAST BARN, AZIMUTH MARK 224 FEET TO LEFT, CONTINUE NORTH ON
 MB1958'GRAVELED ROAD FOR 0.6 MILE TO A ROAD RIGHT AND STATION ON
 MB1958'THE LEFT.
 MB1958'
 MB1958'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5 MILES
 MB1958'WEST-NORTHWEST OF MERCER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6147 ***********************************************************************
 KV6147  DESIGNATION -  BACTON HILL ATT MICROWAVE
 KV6147  PID         -  KV6147
 KV6147  STATE/COUNTY-  PA/CHESTER
 KV6147  USGS QUAD   -  MALVERN (1983)
 KV6147
 KV6147                         *CURRENT SURVEY CONTROL
 KV6147  ___________________________________________________________________
 KV6147* NAD 83(1992)-  40 03 07.11035(N)    075 36 37.92089(W)     ADJUSTED  
 KV6147* NAVD 88     -                                                        
 KV6147  ___________________________________________________________________
 KV6147  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 KV6147  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 KV6147
 KV6147  HORZ ORDER  -  THIRD
 KV6147
 KV6147.The horizontal coordinates were established by classical geodetic methods
 KV6147.and adjusted by the National Geodetic Survey in June 2002..
 KV6147
 KV6147
 KV6147.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6147
 KV6147.The geoid height was determined by GEOID03.
 KV6147
 KV6147;                    North         East     Units Scale Factor Converg.
 KV6147;SPC PA S     -    82,005.326   782,537.840   MT  0.99998357   +1 23 17.1
 KV6147;SPC PA S     -   269,045.81  2,567,376.23   sFT  0.99998357   +1 23 17.1
 KV6147;UTM  18      - 4,433,704.513   447,924.399   MT  0.99963338   -0 23 34.4
 KV6147
 KV6147                          SUPERSEDED SURVEY CONTROL
 KV6147
 KV6147  NAD 83(1996)-  40 03 07.10898(N)    075 36 37.92073(W) AD(       ) 4
 KV6147  NAD 83(1991)-  40 03 07.10647(N)    075 36 37.92332(W) AD(       ) 4
 KV6147  NAD 83(1986)-  40 03 07.10747(N)    075 36 37.92588(W) AD(       ) 4
 KV6147
 KV6147.Superseded values are not recommended for survey control.
 KV6147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6147.See file dsdata.txt to determine how the superseded data were derived.
 KV6147
 KV6147_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK4792433705(NAD 83)
 KV6147_MARKER: 45 = MICROWAVE TOWER
 KV6147
 KV6147  HISTORY     - Date     Condition        Report By
 KV6147  HISTORY     - 1985     FIRST OBSERVED   PADT
 KV6147  HISTORY     - 19971122 GOOD             USPSQD
 KV6147  HISTORY     - 20011203 GOOD             NGS
 KV6147
 KV6147                          STATION DESCRIPTION
 KV6147
 KV6147'DESCRIBED BY PA DEPT OF TRANSP 1985 (RBG)
 KV6147'THE STATION, BACTON HILL, ATT MICROWAVE TOWER, IS THE LIGHT ATOP A
 KV6147'FOUR LEGGED STEEL MICROWAVE TOWER, PAINTED RED AND WHITE ALTERNATING
 KV6147'COLORS APPROXIMATELY 200 FEET IN HEIGHT.
 KV6147'IS LOCATED ABOUT 8.0 KM (5.0 MI) NORTHWEST OF MALVERN,
 KV6147'8.0 KM (5.0 MI) NORTHEAST OF DOWNINGTOWN, AND
 KV6147'2.4 KM (1.5 MI) NORTH-NORTHEAST OF EXTON, ON THE SOUTHERN SIDE OF
 KV6147'VALLEY HILL ROAD ON TOP OF BACTON HILL, IN CHARLESTOWN TOWNSHIP,
 KV6147'CHESTER COUNTY.
 KV6147'OWNERSHIP--A.T. AND T.
 KV6147'
 KV6147'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND
 KV6147'STATE HIGHWAY 100 IN EXTON, GO NORTH FOR 2.6 KM (1.6 MI) ON HIGHWAY
 KV6147'100 TO SHIP ROAD,
 KV6147'TURN RIGHT AND GO SOUTHEAST FOR 0.8 KM (0.5 MI) ON SHIP ROAD TO
 KV6147'VALLEY HILL ROAD,
 KV6147'TURN LEFT AND GO WEST-NORTHWEST FOR 1.6 KM (1.0 MI) ON VALLEY HILL
 KV6147'ROAD TO THE STATION ON THE RIGHT.
 KV6147'
 KV6147'THE LANDMARK IS THE LIGHT ATOP THE MICROWAVE TOWER.
 KV6147'2.4 KM (1.5 MI) NORTH-NORTHEAST FROM THE TOWN OF EXTON.
 KV6147'
 KV6147'DESCRIBED BY R.B. GROSSER.
 KV6147
 KV6147                          STATION RECOVERY (1997)
 KV6147
 KV6147'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV6147'RECOVERED IN GOOD CONDITION.
 KV6147
 KV6147                          STATION RECOVERY (2001)
 KV6147
 KV6147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV6147'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2340 ***********************************************************************
 KX2340  DESIGNATION -  BADY
 KX2340  PID         -  KX2340
 KX2340  STATE/COUNTY-  PA/CLEARFIELD
 KX2340  USGS QUAD   -  MC GEES MILLS (1994)
 KX2340
 KX2340                         *CURRENT SURVEY CONTROL
 KX2340  ___________________________________________________________________
 KX2340* NAD 83(1992)-  40 55 25.02899(N)    078 46 41.28966(W)     ADJUSTED  
 KX2340* NAVD 88     -       671.     (meters)    2201.     (feet)  SCALED    
 KX2340  ___________________________________________________________________
 KX2340  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 KX2340  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KX2340
 KX2340  HORZ ORDER  -  FIRST
 KX2340
 KX2340.The horizontal coordinates were established by classical geodetic methods
 KX2340.and adjusted by the National Geodetic Survey in June 2002..
 KX2340
 KX2340.The orthometric height was scaled from a topographic map.
 KX2340
 KX2340.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2340
 KX2340.The geoid height was determined by GEOID03.
 KX2340
 KX2340;                    North         East     Units Scale Factor Converg.
 KX2340;SPC PA N     -    84,576.536   513,400.380   MT  0.99999374   -0 40 48.6
 KX2340;SPC PA N     -   277,481.52  1,684,381.08   sFT  0.99999374   -0 40 48.6
 KX2340;SPC PA S     -   177,086.105   513,400.322   MT  0.99999352   -0 40 01.4
 KX2340;SPC PA S     -   580,990.00  1,684,380.89   sFT  0.99999352   -0 40 01.4
 KX2340;UTM  17      - 4,532,654.939   687,084.455   MT  1.00003080   +1 27 21.1
 KX2340
 KX2340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2340!SPC PA N     -   0.99989987  x   0.99999374  =   0.99989361
 KX2340!SPC PA S     -   0.99989987  x   0.99999352  =   0.99989339
 KX2340!UTM  17      -   0.99989987  x   1.00003080  =   0.99993067
 KX2340
 KX2340|---------------------------------------------------------------------|
 KX2340| PID    Reference Object                     Distance      Geod. Az  |
 KX2340|                                                           dddmmss.s |
 KX2340| CK6555 BADY RM 1                                          03118     |
 KX2340| KX2316 NEEPER                              APPROX.21.2 KM 0671821.2 |
 KX2340| CK6556 BADY RM 2                                          28348     |
 KX2340|---------------------------------------------------------------------|
 KX2340
 KX2340                          SUPERSEDED SURVEY CONTROL
 KX2340
 KX2340  NAD 83(1986)-  40 55 25.03291(N)    078 46 41.29466(W) AD(       ) 1
 KX2340  NAD 27      -  40 55 24.82100(N)    078 46 42.18900(W) AD(       ) 1
 KX2340
 KX2340.Superseded values are not recommended for survey control.
 KX2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2340.See file dsdata.txt to determine how the superseded data were derived.
 KX2340
 KX2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF8708432655(NAD 83)
 KX2340_MARKER: DS = TRIANGULATION STATION DISK
 KX2340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2340_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KX2340
 KX2340  HISTORY     - Date     Condition        Report By
 KX2340  HISTORY     - 1933     MONUMENTED       CGS
 KX2340  HISTORY     - 1967     MARK NOT FOUND   CGS
 KX2340  HISTORY     - 1975     MARK NOT FOUND   PADT
 KX2340
 KX2340                          STATION DESCRIPTION
 KX2340
 KX2340'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KX2340'THE STATION IS ON A WOODED HILL ABOUT ONE MILE W OF THE VILLAGE OF
 KX2340'NEWTONBERG AND ABOUT FOUR MILES N OF MCGEES MILLS, AND IS ON LAND
 KX2340'OWNED BY CLARK BADY.
 KX2340'
 KX2340'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 KX2340'SET IN CONCRETE.
 KX2340'
 KX2340'THE STATION MARK PROJECTS 6 INCHES, IS 18 FEET S OF THE CENTER LINE
 KX2340'OF ROAD, AND IS 13 FEET E OF AN 8-INCH BLAZED ROCK OAK TREE.
 KX2340'
 KX2340'REFERENCE MARK NO. 1 PROJECTS 3 INCHES AND IS 25 FEET N OF CENTER
 KX2340'LINE OF ROAD AND 55.25 FEET (SLOPE) NNE OF STATION.  REFERENCE MARK
 KX2340'NO. 2 PROJECTS 3 INCHES AND IS 12 FEET N OF CENTER LINE OF ROAD AND
 KX2340'158.39 FEET (SLOPE) WNW OF STATION.  THE MARK IS ABREAST OF THE
 KX2340'POINT IN THE ROAD WHERE THE UP GRADE LEVELS OFF ON THE TOP OF THE
 KX2340'HILL.
 KX2340'
 KX2340'TO REACH FROM MCGEES MILLS ON U.S. HIGHWAY 219, GO W ON HIGHWAY 36,
 KX2340'4.0 MILES TO A DIRT ROAD LEADING TO THE RIGHT (E) JUST BEYOND THE
 KX2340'SUMMIT OF A LONG GRADE.  THERE IS A TELEPHONE LINE ON THE LEFT SIDE
 KX2340'OF THE DIRT ROAD AND IT PARALLELS THE ROAD FOR 0.10 MILE.  TURN
 KX2340'SHARP RIGHT ONTO DIRT ROAD AND FOLLOW MAIN-TRAVELED ROAD 2.20 MILES
 KX2340'TO A ROAD FORKS MARKED BY A SMALL SIGN NEWTONBERG 1 MILE.  TAKE THE
 KX2340'RIGHT FORK AND PROCEED 0.20 MILE UP A SLIGHT GRADE TO THE STATION.
 KX2340
 KX2340                          STATION RECOVERY (1967)
 KX2340
 KX2340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2340'THE SURFACE STATION MARK AND REFERENCE MARK NO. 1 HAVE BEEN DESTROYED
 KX2340'BY STRIP MINING OPERATIONS.  THE UNDERGROUND MARK WAS NOT RECOVERED
 KX2340'AND IS BELIEVED DESTROYED.  IT IS ESTIMATED THAT APPROXIMATELY EIGHT
 KX2340'TO TEN FEET OF EARTH HAS BEEN DOZED OFF AT THE LOCATION OF THE
 KX2340'STATION.  REFERENCE MARK NO. 2 IS IN PLACE.  HOWEVER, THE GROUND
 KX2340'AROUND THIS MARK HAS BEEN BULL DOZED OFF AND THE MARK PRESENTLY
 KX2340'PROJECTS ABOUT 1.5 FEET.
 KX2340'
 KX2340'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ONE (1) MILE WEST
 KX2340'OF NEWTONBERG.
 KX2340
 KX2340                          STATION RECOVERY (1975)
 KX2340
 KX2340'RECOVERY NOTE BY PA DEPT OF TRANSP 1975 (EEB)
 KX2340'BADY RM NO. 2 RECOVERED GOOD PROJECTS 14 INCHES.
 KX2340'
 KX2340'STATION BADY AND BADY RM NO. 1 NOT RECOVERED.  STATION IS IN STRIP
 KX2340'MINE AREA.  PROBABLY DESTROYED.
 KX2340'
 KX2340'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTH OF MCGERS
 KX2340'MILLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3135 ***********************************************************************
 KW3135  DESIGNATION -  BAILEY
 KW3135  PID         -  KW3135
 KW3135  STATE/COUNTY-  PA/DAUPHIN
 KW3135  USGS QUAD   -  HALIFAX (1977)
 KW3135
 KW3135                         *CURRENT SURVEY CONTROL
 KW3135  ___________________________________________________________________
 KW3135* NAD 83(1992)-  40 24 07.04308(N)    076 57 52.68413(W)     ADJUSTED  
 KW3135* NAVD 88     -       405.     (meters)    1329.     (feet)  SCALED    
 KW3135  ___________________________________________________________________
 KW3135  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 KW3135  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 KW3135
 KW3135  HORZ ORDER  -  FIRST
 KW3135
 KW3135.The horizontal coordinates were established by classical geodetic methods
 KW3135.and adjusted by the National Geodetic Survey in June 2002..
 KW3135
 KW3135.The orthometric height was scaled from a topographic map.
 KW3135
 KW3135.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3135
 KW3135.The geoid height was determined by GEOID03.
 KW3135
 KW3135;                    North         East     Units Scale Factor Converg.
 KW3135;SPC PA S     -   118,950.896   666,666.945   MT  0.99995986   +0 30 34.3
 KW3135;SPC PA S     -   390,258.06  2,187,223.14   sFT  0.99995986   +0 30 34.3
 KW3135;UTM  18      - 4,474,225.014   333,281.548   MT  0.99994215   -1 16 25.2
 KW3135
 KW3135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3135!SPC PA S     -   0.99994185  x   0.99995986  =   0.99990171
 KW3135!UTM  18      -   0.99994185  x   0.99994215  =   0.99988400
 KW3135
 KW3135|---------------------------------------------------------------------|
 KW3135| PID    Reference Object                     Distance      Geod. Az  |
 KW3135|                                                           dddmmss.s |
 KW3135| CB2670 BAILEY RM 1                           8.808 METERS 12508     |
 KW3135| KW3125 MARYSVILLE                          APPROX. 6.3 KM 1850437.6 |
 KW3135| CB2671 BAILEY RM 2                          22.185 METERS 21109     |
 KW3135|---------------------------------------------------------------------|
 KW3135
 KW3135                          SUPERSEDED SURVEY CONTROL
 KW3135
 KW3135  NAD 83(1986)-  40 24 07.04008(N)    076 57 52.68442(W) AD(       ) 1
 KW3135  NAD 27      -  40 24 06.73200(N)    076 57 53.76800(W) AD(       ) 1
 KW3135
 KW3135.Superseded values are not recommended for survey control.
 KW3135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3135.See file dsdata.txt to determine how the superseded data were derived.
 KW3135
 KW3135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK3328274225(NAD 83)
 KW3135_MARKER: DS = TRIANGULATION STATION DISK
 KW3135_SETTING: 80 = SET IN A BOULDER
 KW3135_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KW3135
 KW3135  HISTORY     - Date     Condition        Report By
 KW3135  HISTORY     - 1934     MONUMENTED       CGS
 KW3135  HISTORY     - 1935     GOOD             CGS
 KW3135  HISTORY     - 1942     GOOD             CGS
 KW3135  HISTORY     - 1966     GOOD             CGS
 KW3135
 KW3135                          STATION DESCRIPTION
 KW3135
 KW3135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 KW3135'STATION IS CHECKED ON QUADRANGLE 2.9 MILES NNW OF DAUPHIN, AND 4.5
 KW3135'MILES S BY W OF HALIFAX.  IT IS ON PETERS MOUNTAIN, ON THE PROPERTY
 KW3135'OF THE BAILEY ESTATE, AT THE S EDGE OF RIDGE E OF THE HIGHEST POINT
 KW3135'OF THE MOUNTAIN, 15 PACES ESE OF A HOLLOW CHESTNUT SNAG, 8 PACES N
 KW3135'OF THE S EDGE OF ROCK, AND 5 PACES NNE OF AN 18-INCH CHERRY TREE.  IT
 KW3135'IS SURROUNDED BY TREES.  A 30-FOOT POLE TOWER STANDS OVER THE
 KW3135'STATION.
 KW3135'
 KW3135'SURFACE MARK IS A STANDARD BRONZE DISK, SET IN A DRILL HOLE IN THE
 KW3135'TOP OF A BOULDER ABOUT 8 INCHES BELOW THE SURFACE OF THE GROUND, AND
 KW3135'IS STAMPED BAILEY 1934.
 KW3135'
 KW3135'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN A
 KW3135'DEPRESSION IN A BOULDER.
 KW3135'
 KW3135'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A DRILL HOLE IN
 KW3135'THE TOP OF A LARGE SLAB OF ROCK RESTING ON BEDROCK, AND IS
 KW3135'STAMPED BAILEY NO. 1 1934.  IT IS 8.808 METERS SE OF THE STATION, 10
 KW3135'PACES WSW OF A 10-INCH TREE WITH A TRIANGULAR BLAZE, AND 3 PACES S
 KW3135'OF A 10-INCH BLACKJACK TREE WITH A TRIANGULAR BLAZE.
 KW3135'
 KW3135'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN A DRILL HOLE IN
 KW3135'TOP OF A LARGE FLAT BOULDER AND IS STAMPED BAILEY NO. 2 1934.  IT IS
 KW3135'22.185 METERS SW OF THE STATION, ON THE S SLOPE OF THE MOUNTAIN, AND
 KW3135'3 PACES SE OF A 30-INCH BEACH TREE THAT IS FORKED AT BOTTOM.
 KW3135'
 KW3135'NO AZIMUTH MARK WAS SET AS THERE WAS NO PLACE ON WHICH IT WOULD HAVE
 KW3135'BEEN VISIBLE ABOVE GROUND.
 KW3135'
 KW3135'A 30-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 KW3135
 KW3135                          STATION RECOVERY (1935)
 KW3135
 KW3135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JB)
 KW3135'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.  ORIGINAL
 KW3135'DESCRIPTION WAS FOUND TO BE CORRECT.
 KW3135
 KW3135                          STATION RECOVERY (1942)
 KW3135
 KW3135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW3135'STATION WAS RECOVERED AND ALL MARKS IN GOOD CONDITION.  A NEW
 KW3135'DESCRIPTION FOLLOWS-
 KW3135'
 KW3135'STATION IS LOCATED ON PETERS MOUNTAIN ON THE PROPERTY OF THE BAILEY
 KW3135'ESTATE AT THE S EDGE OF THE RIDGE E OF THE HIGHEST POINT OF THE
 KW3135'MOUNTAIN.  IT IS 15 PACES ESE OF A HOLLOW CHESTNUT SNAG, 8 PACES N OF
 KW3135'ROCK OUTCROP, AND 5 PACES NNE OF AN 18-INCH CHERRY TREE.
 KW3135'
 KW3135'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS.
 KW3135'STATION MARK IS STAMPED BAILEY 1934 AND IS ABOUT
 KW3135'8 INCHES BELOW THE GROUND.
 KW3135'
 KW3135'REFERENCE MARKS ARE SET IN OUTCROPPING BEDROCK.
 KW3135'
 KW3135'REFERENCE MARK NO. 1 IS 8.808 METERS SE OF THE STATION 10 PACES WSW
 KW3135'OF A 10-INCH TREE WITH A TRIANGULAR BLAZE, AND 3 PACES S OF A
 KW3135'10-INCH BLACKJACK TREE WITH A TRIANGULAR BLAZE.  MARK IS STAMPED
 KW3135'BAILEY NO. 1 1934.
 KW3135'
 KW3135'REFERENCE MARK NO. 2 IS 22.185 METERS SW OF THE STATION ON THE S
 KW3135'SLOPE OF THE MOUNTAIN AND 3 PACES SE OF A FORKED 30- INCH BEACH
 KW3135'TREE.  MARK STAMPED BAILEY NO. 2 1934.
 KW3135'
 KW3135'THERE IS NO SUITABLE PLACE FOR AN AZIMUTH MARK AND NONE HAS BEEN SET.
 KW3135'
 KW3135'TO REACH THE STATION FROM THE S END OF THE CLARKS FERRY BRIDGE ACROSS
 KW3135'THE SUSQUEHANNA RIVER, GO N ON STATE ROUTE 14 FOR 1.5 MILES TO
 KW3135'STANDARD OIL COMPANY WAREHOUSE ON THE RIGHT.  CONTINUE N FOR 0.3 MILE
 KW3135'TO A DIRT SIDE ROAD RIGHT, TURN RIGHT ON DIRT ROAD AND GO 1.2 MILES
 KW3135'TO A FORKS, TAKE RIGHT FORK ACROSS A STEEL BRIDGE AND GO 1.0 MILE TO
 KW3135'A T-INTERSECTION WITH A MACADAM ROAD, STATE ROUTE 225, TURN RIGHT ON
 KW3135'ROUTE 225 AND GO 0.6 MILE TO A SPRING ON THE LEFT (WATER FLOWING
 KW3135'THROUGH AN 8-INCH PIPE), CONTINUE FOR 0.1 MILE TO A WOODS ROAD RIGHT
 KW3135'AT A SHARP CURVE LEFT IN THE HIGHWAY, TURN RIGHT ON A ROUGH WOODS
 KW3135'ROAD AND GO 0.1 MILE TO A FORKS, TAKE LEFT FORK AND GO 0.25 MILE TO A
 KW3135'TELEPHONE LINE, THIS IS THE END OF TRUCK TRAVEL.  CONTINUE ON
 KW3135'WOODS ROAD FOR ABOUT 0.25 MILE TO A TRIANGULAR-BLAZED TREE.  (IT IS
 KW3135'POSSIBLE TO DRIVE A TRUCK OVER THIS PART OF THE ROAD BUT IT IS NOT
 KW3135'ADVISABLE.) FOLLOW BLAZED TRAIL TO TOP OF RIDGE AND TURN RIGHT AND
 KW3135'FOLLOW BLAZED TRAIL ALONG THE RIDGE TO THE STATION.
 KW3135'
 KW3135'A 30-FOOT POLE TOWER STANDS OVER THE MARK AT PRESENT.  A LITTLE
 KW3135'CLEARING WILL BE NEEDED IN THE FUTURE TO SEE STATIONS DUNCANNON
 KW3135'AND SHARON 1935.  A PRODIGIOUS AMOUNT OF CLEARING WILL BE NECESSARY
 KW3135'TO SEE STATION FISHER.
 KW3135'
 KW3135'ALL DISTANCES WERE CHECKED AS WAS THE DIRECTION TO REFERENCE MARK NO.
 KW3135'1.  THE DIRECTION TO REFERENCE MARK NO. 2 FAILED TO CHECK BY
 KW3135'APPROXIMATELY 3 MINUTES.
 KW3135
 KW3135                          STATION RECOVERY (1966)
 KW3135
 KW3135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW3135'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 KW3135'CONDITION AS DESCRIBED.  ORIGINAL DESCRIPTION WAS FOUND TO BE
 KW3135'CORRECT, WITH THE EXCEPTION, THE TELEPHONE LINE MENTIONED HAS BEEN
 KW3135'REMOVED AND IT APPEARS TO BE AN UNDER-GROUND OIL LINE IN A
 KW3135'CLEARING.  THE STATION WAS HIKED TO FROM THIS POINT BY GOING
 KW3135'EAST-SOUTHEAST, FOLLOWING THE OIL-LINE CLEARING TO THE TOP OF
 KW3135'THE RIDGE, THENCE GO OR PACK WEST ALONG THE TOP OF THE RIDGE FOR
 KW3135'APPROXIMATELY 1-1/3 MILE TO THE STATION, 9 PACES S OF A 12-INCH
 KW3135'HICKORY TREE WITH A TRIANGULAR BLAZE, WHICH IS ON THE LEFT, SOUTH
 KW3135'SIDE OF THE OLD MARKED TRAIL.
 KW3135'
 KW3135'A 65-FOOT TOWER WILL BE REQUIRED TO SEE OUT FROM THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3858 ***********************************************************************
 KV3858  DESIGNATION -  BAKE OVEN RESET
 KV3858  PID         -  KV3858
 KV3858  STATE/COUNTY-  PA/LEHIGH
 KV3858  USGS QUAD   -  SLATEDALE (1980)
 KV3858
 KV3858                         *CURRENT SURVEY CONTROL
 KV3858  ___________________________________________________________________
 KV3858* NAD 83(1992)-  40 44 54.14951(N)    075 44 01.08046(W)     ADJUSTED  
 KV3858* NAVD 88     -       454.     (meters)    1489.     (feet)  SCALED    
 KV3858  ___________________________________________________________________
 KV3858  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 KV3858  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KV3858
 KV3858  HORZ ORDER  -  FIRST
 KV3858
 KV3858.The horizontal coordinates were established by classical geodetic methods
 KV3858.and adjusted by the National Geodetic Survey in June 2002..
 KV3858
 KV3858.The orthometric height was scaled from a topographic map.
 KV3858
 KV3858.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3858
 KV3858.The geoid height was determined by GEOID03.
 KV3858
 KV3858;                    North         East     Units Scale Factor Converg.
 KV3858;SPC PA S     -   159,065.272   770,271.502   MT  0.99997297   +1 18 29.5
 KV3858;SPC PA S     -   521,866.65  2,527,132.42   sFT  0.99997297   +1 18 29.5
 KV3858;SPC PA N     -    66,583.585   770,279.694   MT  1.00002452   +1 20 02.1
 KV3858;SPC PA N     -   218,449.65  2,527,159.30   sFT  1.00002452   +1 20 02.1
 KV3858;UTM  18      - 4,511,083.722   438,066.001   MT  0.99964721   -0 28 44.0
 KV3858
 KV3858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3858!SPC PA S     -   0.99993415  x   0.99997297  =   0.99990712
 KV3858!SPC PA N     -   0.99993415  x   1.00002452  =   0.99995867
 KV3858!UTM  18      -   0.99993415  x   0.99964721  =   0.99958138
 KV3858
 KV3858:                Primary Azimuth Mark                     Grid Az
 KV3858:SPC PA S     -  SLATINGTON AIR BEACON 64                 104 03 24.9
 KV3858:SPC PA N     -  SLATINGTON AIR BEACON 64                 104 01 52.3
 KV3858:UTM  18      -  SLATINGTON AIR BEACON 64                 105 50 38.4
 KV3858
 KV3858|---------------------------------------------------------------------|
 KV3858| PID    Reference Object                     Distance      Geod. Az  |
 KV3858|                                                           dddmmss.s |
 KV3858| KV3848 SLATINGTON AIR BEACON 64            APPROX. 9.9 KM 1052154.4 |
 KV3858| KV3618 ALLENTOWN AIR BEACON 65             APPROX.26.8 KM 1121114.6 |
 KV3858| CB2672 BAKE OVEN RM 1                        5.550 METERS 23918     |
 KV3858| KV3857 BAKE OVEN AIR BEACON                 41.990 METERS 31544     |
 KV3858| CB2673 BAKE OVEN RM 2                        5.510 METERS 34414     |
 KV3858|---------------------------------------------------------------------|
 KV3858
 KV3858                          SUPERSEDED SURVEY CONTROL
 KV3858
 KV3858  NAD 83(1996)-  40 44 54.14713(N)    075 44 01.08050(W) AD(       ) 1
 KV3858  NAD 83(1986)-  40 44 54.14749(N)    075 44 01.08128(W) AD(       ) 1
 KV3858  NAD 27      -  40 44 53.80500(N)    075 44 02.40200(W) AD(       ) 1
 KV3858
 KV3858.Superseded values are not recommended for survey control.
 KV3858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3858.See file dsdata.txt to determine how the superseded data were derived.
 KV3858
 KV3858_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL3806611084(NAD 83)
 KV3858
 KV3858  HISTORY     - Date     Condition        Report By
 KV3858  HISTORY     - 1929     MONUMENTED       CGS
 KV3858  HISTORY     - 1882     GOOD             CGS
 KV3858  HISTORY     - 1929     GOOD             CGS
 KV3858  HISTORY     - 1968     GOOD             AEROS
 KV3858  HISTORY     - 1978     GOOD             NGS
 KV3858
 KV3858                          STATION DESCRIPTION
 KV3858
 KV3858'DESCRIBED BY COAST AND GEODETIC SURVEY 1882 (MM)
 KV3858'STATION IS LOCATED ON THE BLUE RIDGE, IN THE NORTHERN PART OF
 KV3858'HEIDLEBURG TOWNSHIP.  IT IS ON A VERY PROMINENT PEAK KNOWN AS BAK
 KV3858'OFFEN OR BAKE OVEN, WHICH IS EASILY RECOGNIZED, AND WELL KNOWN BY
 KV3858'NAME THROUGHOUT THAT PART OF THE COUNTRY.  IT IS ABOUT 7 MILES WNW
 KV3858'FROM SLATINGTON ON THE LEHIGH VALLEY RAILROAD, AND ABOUT 4 MILES N
 KV3858'FROM GERMANSVILLE ON THE BERKS AND LEHIGH BRANCH OF THE
 KV3858'PHILADELPHIA AND READING RAILROAD.  THE NEAREST POST OFFICE IS
 KV3858'SAEGERSVILLE ABOUT 3/4 MILE FROM GERMANSVILLE.
 KV3858'
 KV3858'THE STATION IS MARKED BY A FOXTAIL BOLT DRIVEN INTO THE ROCK.  IT IS
 KV3858'IN A TRENCH BETWEEN TWO MASSES OF SANDSTONE ROCK, ABOUT 2 FEET
 KV3858'BELOW THE SURFACE, AND IS COVERED WITH SOIL AND STONES.  THE LETTERS
 KV3858'U.S.C.S. 1875, ARE CUT ON THE ROCK TO THE S OF THE STATION, AND ALSO
 KV3858'AN ARROW POINTING TO THE STATION 1885.  THREE HOLES EACH ABOUT
 KV3858'3/4-INCH DEEP AND 1/2 INCH IN DIAMETER ARE DRILLED IN THE
 KV3858'NEIGHBORING ROCKS, FROM EACH ONE OF WHICH AN ARROW POINTS TO THE
 KV3858'STATION.
 KV3858'
 KV3858'TO REACH THE STATION, GO FROM SLATINGTON OR GERMANSVILLE TO THE HOUSE
 KV3858'OF LEVI KRAUSE NEAR THE FOOT OF BAKE OVEN MOUNTAIN.  GO
 KV3858'WESTWARD UP THE MOUNTAIN (ON THE ROAD TOWARD SUMMIT HILL) UNTIL THE
 KV3858'CREST IS REACHED.  THERE A WOOD ROAD LEADS INTO THE RIGHT WHICH
 KV3858'SOON VANISHES IN A RUDE PATH, KEEP NORTHWARD OVER THE ROCKS, ALWAYS
 KV3858'ASCENDING UNTIL THE TOP OF THE PEAK IS REACHED.  HERE WILL BE FOUND
 KV3858'A PRECIPICE FRONTING TO THE E, AND THE STATION WILL BE SEEN ABOUT 6
 KV3858'FEET FROM THE EDGE OF THE PRECIPICE, NEAR THE HIGHEST POINT OF
 KV3858'THE PEAK.
 KV3858
 KV3858                          STATION RECOVERY (1929)
 KV3858
 KV3858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (CMT)
 KV3858'ALL OLD REFERENCE MARKS WERE RECOVERED, AND SO WAS THE ORIGINAL
 KV3858'STATION, WHICH WAS UNDERGROUND.
 KV3858'
 KV3858'THE NEW STATION CONSISTS OF A STANDARD BRASS TRIANGULATION TABLET SET
 KV3858'IN THE HOLE IN THE ROCK WHERE THE OLD U.S.C.S.  IRON POST WAS
 KV3858'REMOVED.  THE STATION MARK IS IN A DEPRESSION ABOUT 5 INCHES FROM
 KV3858'ROCK WITH U.S.C.S. 1875 CARVED ON IT.
 KV3858'
 KV3858'REFERENCE MARKS NOS. 1 AND 2, WERE ESTABLISHED IN BARE BOULDERS CLOSE
 KV3858'BY.  SEE DESCRIPTION-
 KV3858'
 KV3858'STATION IS ABOUT 7 MILES DUE W OF SLATINGTON, AND 5 MILES SW OF
 KV3858'BOWMANSTOWN, ON THE SUMMIT OF BAKE OVEN KNOB, A HIGH KNOB IN THE
 KV3858'BLUE RIDGE.  THE SUMMIT OF THE KNOB IS OCCUPIED BY AIRWAYS BEACON
 KV3858'63B, BLUE RIDGE.  THE STATION IS ON POINT OF HIGH CLIFF 42 METERS E
 KV3858'OF BEACON.
 KV3858'
 KV3858'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 KV3858'OUTCROPPING BEDROCK.
 KV3858'
 KV3858'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES IN
 KV3858'BOULDERS.  REFERENCE MARK NO. 1 IS W OF STATION IN
 KV3858'RECTANGULAR-SHAPED BOULDER AND REFERENCE MARK NO. 2 IS IN A FLAT
 KV3858'BOULDER N OF THE STATION.  BOTH REFERENCE MARKS OCCUPY U.S.C.S. 1875
 KV3858'REFERENCE POINTS.
 KV3858'
 KV3858'REACHED FROM THE NE BY ROUTE 309 TO BOWMANSTOWN, WHICH IS ABOUT 8
 KV3858'MILES SE OF MAUCH CHUNK.  AT BOWMANSTOWN, TURN S ACROSS LEHIGH
 KV3858'RIVER BRIDGE, AND FOLLOW CONCRETE HIGHWAY UP LIZARD CREEK VALLEY, 4.7
 KV3858'MILES TO A ROAD TURNING LEFT.  TURN LEFT ON THIS ROAD 0.4 MILE, KEEP
 KV3858'RIGHT-HAND FORK 0.7 MILE, TAKE LEFT-HAND FORK WHICH IS AN OLD ROAD
 KV3858'BETWEEN HOUSE AND SHED, AND FOLLOW UP STEEP GRADE TO SUMMIT, 1.8
 KV3858'MILES.  TURN LEFT ON ROAD LEADING TO AIRWAY BEACON, AND FOLLOW ABOUT
 KV3858'1/4 MILE.  THIS IS AS FAR AS TRUCK CAN BE TAKEN.  CONTINUE ON ROCKY
 KV3858'ROAD ABOUT 1/4 MILE TO BEACON.  STATION IS ON EDGE OF CLIFF E OF
 KV3858'BEACON.
 KV3858'
 KV3858'HEIGHT OF SIGNAL ABOVE STATION MARK - 1 METER.
 KV3858
 KV3858                          STATION RECOVERY (1968)
 KV3858
 KV3858'RECOVERY NOTE BY AERO SERVICE CORPORATION 1968 (OW)
 KV3858'BAKE OVEN GOOD
 KV3858
 KV3858                          STATION RECOVERY (1978)
 KV3858
 KV3858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DHB)
 KV3858'STATION AND REFERENCE MARKS HAVE BEEN DESTROYED BY VANDALISM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6021 ***********************************************************************
 AB6021  CBN         -  This is a Cooperative Base Network Control Station.
 AB6021  DESIGNATION -  BAKER
 AB6021  PID         -  AB6021
 AB6021  STATE/COUNTY-  PA/BEAVER
 AB6021  USGS QUAD   -  BEAVER (1979)
 AB6021
 AB6021                         *CURRENT SURVEY CONTROL
 AB6021  ___________________________________________________________________
 AB6021* NAD 83(1995)-  40 42 20.35922(N)    080 22 27.52599(W)     ADJUSTED  
 AB6021* NAVD 88     -       367.5    (meters)    1206.     (feet)  GPS OBS   
 AB6021  ___________________________________________________________________
 AB6021  X           -     809,672.206 (meters)                     COMP
 AB6021  Y           -  -4,774,052.115 (meters)                     COMP
 AB6021  Z           -   4,137,916.153 (meters)                     COMP
 AB6021  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AB6021  ELLIP HEIGHT-         333.25  (meters)          (03/28/01) GPS OBS
 AB6021  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 AB6021
 AB6021  HORZ ORDER  -  B
 AB6021  ELLP ORDER  -  THIRD     CLASS II
 AB6021
 AB6021.The horizontal coordinates were established by GPS observations
 AB6021.and adjusted by the National Geodetic Survey in August 1996..
 AB6021
 AB6021.The orthometric height was determined by GPS observations and a
 AB6021.high-resolution geoid model.
 AB6021
 AB6021.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6021
 AB6021.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6021
 AB6021.The ellipsoidal height was determined by GPS observations
 AB6021.and is referenced to NAD 83.
 AB6021
 AB6021.The geoid height was determined by GEOID03.
 AB6021
 AB6021;                    North         East     Units Scale Factor Converg.
 AB6021;SPC PA S     -   155,672.396   378,263.062   MT  0.99996938   -1 42 09.5
 AB6021;SPC PA S     -   510,735.19  1,241,018.06   sFT  0.99996938   -1 42 09.5
 AB6021;UTM  17      - 4,506,271.067   552,854.810   MT  0.99963438   +0 24 29.0
 AB6021
 AB6021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6021!SPC PA S     -   0.99994773  x   0.99996938  =   0.99991711
 AB6021!UTM  17      -   0.99994773  x   0.99963438  =   0.99958213
 AB6021
 AB6021                          SUPERSEDED SURVEY CONTROL
 AB6021
 AB6021  ELLIP H (08/20/96)  333.15   (m)                       GP(       ) 4 2
 AB6021
 AB6021.Superseded values are not recommended for survey control.
 AB6021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6021.See file dsdata.txt to determine how the superseded data were derived.
 AB6021
 AB6021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF5285506271(NAD 83)
 AB6021_MARKER: DD = SURVEY DISK
 AB6021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6021_STAMPING: BAKER 1995
 AB6021_MARK LOGO: BAKER 
 AB6021_PROJECTION: RECESSED 20 CENTIMETERS
 AB6021_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6021+STABILITY: SURFACE MOTION
 AB6021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6021+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2000
 AB6021
 AB6021  HISTORY     - Date     Condition        Report By
 AB6021  HISTORY     - 1995     MONUMENTED       BAKER
 AB6021  HISTORY     - 20000410 GOOD             BAKER
 AB6021
 AB6021                          STATION DESCRIPTION
 AB6021
 AB6021'DESCRIBED BY M BAKER JR INCORPORATED 1995 (DRB)
 AB6021'STATION IS LOCATED ON PROPERTY OWNED BY THE MICHAEL BAKER CORPORATION
 AB6021'ABOUT 5.6 KM (3.45 MI) WEST OF BEAVER, 7.2 KM (4.45 MI) SOUTH-WEST OF
 AB6021'BEAVER FALLS AND 9.9 KM (6.15 MI) NORTH-EAST OF MIDLAND.  IT IS
 AB6021'APPROXIMATELY 60 M (196.8 FT) NORTH OF THE NORTHERLY CORNER OF THE
 AB6021'MICHAEL BAKER JR., INC.  OFFICE BUILDING, 3.2 M (10.5 FT) NORTH OF THE
 AB6021'NORTHERLY EDGE OF A SHORT CONNECTING DRIVEWAY BETWEEN PARKING AREAS
 AB6021'AND 13.2 M (43.3 FT) WEST OF THE NORTH-WEST END OF A BLUE BAKER SIGN.
 AB6021'PERMISSION TO USE THE STATION MAY BE OBTAINED FROM MICHAEL BAKER JR.,
 AB6021'INC., BEAVER REGIONAL OFFICE, BY PHONING (412) 495 7711. THE STATION
 AB6021'MARK IS AN ALUMINUM DISK SET IN CONCRETE 0.2 M (0.7 FT) BELOW GROUND
 AB6021'SURFACE.  ACCESS TO THE MARK IS THROUGH AN ALUMINUM COVER, FLUSH WITH
 AB6021'THE GROUND, AND A PVC PIPE HELD IN PLACE OVER THE DISK BY CONCRETE.
 AB6021'THE DISK IS STAMPED BAKER 1995.  REFERENCE MARK NO. 1 IS SOUTH-EAST OF
 AB6021'THE STATION 28.420 M. (93.241 FT) IT IS A COPPERWELD PIN STAMPED BASE
 AB6021'1 SET IN A CONCRETE POST FLUSH WITH GROUND LEVEL.  REFERENCE MARK NO.
 AB6021'2 IS NORTH-WEST OF THE STATION 2.293 M.  (7.523 FT) IT IS A COPPERWELD
 AB6021'PIN STAMPED BASE 2 SET IN A CONCRETE POST FLUSH WITH GROUND LEVEL.  TO
 AB6021'REACH THE STATION FROM THE NORTH END OF PA RT 60 BRIDGE OVER THE OHIO
 AB6021'RIVER, PROCEED NORTH-WEST ON PA RT 60 FOR 3.2 KM (2.00 MI) TO EXIT 14
 AB6021'(BRIGHTON EXIT) .  TAKE THE EXIT RAMP FOR 0.6 KM (0.35 MI) TO THE
 AB6021'JUNCTION WITH BRIGHTON ROAD.  TURN RIGHT (NE) ON BRIGHTON ROAD AND
 AB6021'PROCEED NORTHERLY FOR 1.3 KM (0.80 MI) TO THE JUNCTION WITH DUTCH
 AB6021'RIDGE ROAD AT A STATE POLICE BARRACKS.  TURN LEFT (W) ON DUTCH RIDGE
 AB6021'ROAD AND PROCEED 1 KM (0.60 MI) TO THE ENTRANCE OF MICHAEL BAKER JR.,
 AB6021'INC.  TURN LEFT (SE) ONTO THE DRIVEWAY AND PROCEED FOR 0.3 KM (0.20
 AB6021'MI) TO THE OUTER TIER OF THE PARKING LOT.  TURN LEFT (NE) AND PROCEED
 AB6021'THROUGH THE PARKING LOT 0.15 KM (0.10 MI) TO THE STATION ON THE LEFT
 AB6021'JUST OFF THE EDGE OF PAVEMENT OF A SHORT CONNECTING DRIVE BETWEEN TWO
 AB6021'PARKING AREAS.
 AB6021
 AB6021                          STATION RECOVERY (2000)
 AB6021
 AB6021'RECOVERY NOTE BY M BAKER JR INCORPORATED 2000 (DRB)
 AB6021'PREVIOUS DESCRIPTION ACCURATE EXCEPT FOR PHONE NUMBER AREA
 AB6021'CODE IS NOW 724 INSTEAD OF 412.
 AB6021' 
 AB6021'OWNERSHIP IS MICHAEL BAKER JR INC, 4301 DUTCH RIDGE ROAD, BEAVER,
 AB6021'PA 15009
 AB6021' 
 AB6021' 
 AB6021' 
 AB6021' 
 AB6021' 
 AB6021'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1989 ***********************************************************************
 LZ1989  DESIGNATION -  BALD
 LZ1989  PID         -  LZ1989
 LZ1989  STATE/COUNTY-  PA/LYCOMING
 LZ1989  USGS QUAD   -  MONTOURSVILLE SOUTH (1994)
 LZ1989
 LZ1989                         *CURRENT SURVEY CONTROL
 LZ1989  ___________________________________________________________________
 LZ1989* NAD 83(1992)-  41 12 40.04830(N)    076 57 07.17670(W)     ADJUSTED  
 LZ1989* NAVD 88     -       622.8    (meters)    2043.     (feet)  VERTCON   
 LZ1989  ___________________________________________________________________
 LZ1989  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 LZ1989  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LZ1989
 LZ1989  HORZ ORDER  -  FIRST
 LZ1989
 LZ1989.The horizontal coordinates were established by classical geodetic methods
 LZ1989.and adjusted by the National Geodetic Survey in June 2002..
 LZ1989
 LZ1989.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1989
 LZ1989.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1989
 LZ1989.The geoid height was determined by GEOID03.
 LZ1989
 LZ1989;                    North         East     Units Scale Factor Converg.
 LZ1989;SPC PA N     -   116,299.045   666,922.322   MT  0.99996329   +0 31 40.5
 LZ1989;SPC PA N     -   381,557.78  2,188,060.98   sFT  0.99996329   +0 31 40.5
 LZ1989;UTM  18      - 4,564,031.260   336,355.075   MT  0.99992959   -1 17 10.8
 LZ1989
 LZ1989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1989!SPC PA N     -   0.99990753  x   0.99996329  =   0.99987082
 LZ1989!UTM  18      -   0.99990753  x   0.99992959  =   0.99983713
 LZ1989
 LZ1989|---------------------------------------------------------------------|
 LZ1989| PID    Reference Object                     Distance      Geod. Az  |
 LZ1989|                                                           dddmmss.s |
 LZ1989| CB2675 BALD RM 1                            52.218 METERS 16721     |
 LZ1989| LZ1984 BALD EAGLE MTN ATT MICROWAVE        APPROX. 3.0 KM 2231927.0 |
 LZ1989| CB2676 BALD RM 2                            45.690 METERS 29952     |
 LZ1989| CB2674 BALD AZ MK                                         3213755.4 |
 LZ1989|---------------------------------------------------------------------|
 LZ1989
 LZ1989                          SUPERSEDED SURVEY CONTROL
 LZ1989
 LZ1989  NAD 83(1986)-  41 12 40.04549(N)    076 57 07.17235(W) AD(       ) 1
 LZ1989  NAD 27      -  41 12 39.76130(N)    076 57 08.29800(W) AD(       ) 1
 LZ1989  NGVD 29 (07/19/86)  623.0    (m)         2044.     (f) VERT ANG       
 LZ1989
 LZ1989.Superseded values are not recommended for survey control.
 LZ1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1989.See file dsdata.txt to determine how the superseded data were derived.
 LZ1989
 LZ1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL3635564031(NAD 83)
 LZ1989_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1989
 LZ1989  HISTORY     - Date     Condition        Report By
 LZ1989  HISTORY     - 1958     MONUMENTED       CGS
 LZ1989  HISTORY     - 1962     SEE DESCRIPTION  CGS
 LZ1989  HISTORY     - 1982     GOOD             NGS
 LZ1989  HISTORY     - 1982     GOOD             USPSQD
 LZ1989
 LZ1989                          STATION DESCRIPTION
 LZ1989
 LZ1989'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ1989'THE STATION IS LOCATED APPROXIMATELY 3.5 MILES SOUTHEAST OF
 LZ1989'WILLIAMSPORT, 3 MILES SOUTHWEST OF MONTOURSVILLE, ON THE HIGHEST
 LZ1989'PART NEAR THE EAST END OF BALD EAGLE MOUNTAIN AND ON THE EAST SIDE OF
 LZ1989'CLEARING FOR POWER LINE.
 LZ1989'
 LZ1989'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 405 AND 54
 LZ1989'IN MONTGOMERY, GO SOUTHWEST AND THEN NORTHWEST ON STATE HIGHWAY 54
 LZ1989'FOR 2.9 MILES TO THE INTERSECTION WITH U.S. HIGHWAY 15, TURN RIGHT,
 LZ1989'NORTHERLY, ON U.S. HIGHWAY 15 AND GO 2.0 MILES TO A SIDE ROAD
 LZ1989'ON THE LEFT AT A ROAD SIDE PARK ON THE LEFT, TURN LEFT AND FOLLOW
 LZ1989'GRAVEL ROAD, UP HILL, FOR 2.2 MILES TO A POINT WHERE POWER
 LZ1989'LINE CROSSES THE ROAD, CONTINUE WESTERLY ON GRAVEL ROAD FOR 0.05
 LZ1989'MILES TO A FORK, TAKE LEFT FORK AND FOLLOW POWER LINE ROAD, UP
 LZ1989'HILL, FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 LZ1989'CONTINUE UP HILL FOR 0.15 MILE TO A SMALL POWER POLE AND THE STATION
 LZ1989'ON THE LEFT.
 LZ1989'
 LZ1989'STATION MARKS ARE STANDARD DISKS STAMPED BALD 1958.  THE SURFACE DISK
 LZ1989'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 LZ1989'IT IS 57.5 FEET EAST-NORTHEAST OF THE CENTER OF THE POWER LINE ROAD,
 LZ1989'52.5 FEET NORTHEAST OF A SMALL POWER POLE AND 22 FEET
 LZ1989'SOUTHEAST OF A 6 INCH PINE TREE WITH A TRIANGULAR BLAZE ON THE WEST
 LZ1989'SIDE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 LZ1989'OF CONCRETE 24 INCHES BELOW THE SURFACE OF THE GROUND.  A STANDARD
 LZ1989'WITNESS POST WAS SET 6 FEET EAST-SOUTHEAST OF THE MARK.
 LZ1989'
 LZ1989'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BALD NO 1 1958, IS SET
 LZ1989'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 19
 LZ1989'FEET WEST-SOUTHWEST OF THE CENTER OF THE POWER LINE ROAD AND 2 FEET
 LZ1989'WEST-NORTHWEST OF THE WEST ONE OF TWO POWER POLES.
 LZ1989'
 LZ1989'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BALD NO 2 1958, IS SET
 LZ1989'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 20
 LZ1989'FEET WEST-SOUTHWEST OF THE CENTER OF THE POWER LINE ROAD AND 3 FEET
 LZ1989'WEST-SOUTHWEST OF THE WEST ONE OF TWO POWER POLES.
 LZ1989'
 LZ1989'AZIMUTH MARK, A STANDARD DISK STAMPED BALD 1958, IS SET IN A SQUARE
 LZ1989'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 18.5 FEET
 LZ1989'SOUTHWEST OF THE CENTER OF THE POWER LINE ROAD AND 2 FEET SOUTHWEST
 LZ1989'OF THE WEST ONE OF TWO POWER POLES.  A STANDARD WITNESS POST WAS
 LZ1989'SET 2.5 FEET SOUTHWEST OF THE MARK.
 LZ1989
 LZ1989                          STATION RECOVERY (1962)
 LZ1989
 LZ1989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ETO)
 LZ1989'STATION RECOVERED AS DESCRIBED, PREVIOUS DESCRIPTION ADEQUATE.
 LZ1989
 LZ1989                          STATION RECOVERY (1982)
 LZ1989
 LZ1989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (GFS)
 LZ1989'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED AS
 LZ1989'DESCRIBED WITH THE FOLLOWING REVISIONS, THE SMALL POWER POLE IS
 LZ1989'GONE, AND THE BLAZED PINE TREE IS 10 INCHES IN DIAMETER.
 LZ1989'
 LZ1989'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES SE OF
 LZ1989'WILLIAMSPORT.
 LZ1989
 LZ1989                          STATION RECOVERY (1982)
 LZ1989
 LZ1989'RECOVERY NOTE BY US POWER SQUADRON 1982 (RED)
 LZ1989'STATION RECOVERED GOOD.
 LZ1989'
 LZ1989'BALD, RM 1 AND RM 2 PLUS AZIMUTH WERE RECOVERED THRU NOAA SURVEY
 LZ1989'TEAM OF GEO SCHOCHTERT AND STEWART KUPER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2765 ***********************************************************************
 LY2765  DESIGNATION -  BALD 2
 LY2765  PID         -  LY2765
 LY2765  STATE/COUNTY-  PA/LACKAWANNA
 LY2765  USGS QUAD   -  RANSOM (1994)
 LY2765
 LY2765                         *CURRENT SURVEY CONTROL
 LY2765  ___________________________________________________________________
 LY2765* NAD 83(1992)-  41 25 49.61192(N)    075 45 07.17916(W)     ADJUSTED  
 LY2765* NAVD 88     -       694.     (meters)    2277.     (feet)  VERTCON   
 LY2765  ___________________________________________________________________
 LY2765  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 LY2765  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 LY2765
 LY2765  HORZ ORDER  -  FIRST
 LY2765
 LY2765.The horizontal coordinates were established by classical geodetic methods
 LY2765.and adjusted by the National Geodetic Survey in June 2002..
 LY2765
 LY2765.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2765
 LY2765.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2765
 LY2765.The geoid height was determined by GEOID03.
 LY2765
 LY2765;                    North         East     Units Scale Factor Converg.
 LY2765;SPC PA N     -   142,273.946   766,982.183   MT  0.99995687   +1 19 18.3
 LY2765;SPC PA N     -   466,777.10  2,516,340.71   sFT  0.99995687   +1 19 18.3
 LY2765;UTM  18      - 4,586,815.482   437,169.145   MT  0.99964858   -0 29 51.4
 LY2765
 LY2765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2765!SPC PA N     -   0.99989611  x   0.99995687  =   0.99985299
 LY2765!UTM  18      -   0.99989611  x   0.99964858  =   0.99954473
 LY2765
 LY2765:                Primary Azimuth Mark                     Grid Az
 LY2765:SPC PA N     -  WATER TANK EAST OF FLEETVILLE            015 28 47.1
 LY2765:UTM  18      -  WATER TANK EAST OF FLEETVILLE            017 17 56.8
 LY2765
 LY2765|---------------------------------------------------------------------|
 LY2765| PID    Reference Object                     Distance      Geod. Az  |
 LY2765|                                                           dddmmss.s |
 LY2765| LY2790 WATER TANK EAST OF FLEETVILLE       APPROX.19.9 KM 0164805.4 |
 LY2765| LY2728 WATER TANK SW OF CLARK SUMMIT       APPROX. 6.5 KM 0275432.4 |
 LY2765| CB2680 BALD 2 RM 1                           8.831 METERS 03733     |
 LY2765| LY2729 AIRWAY BCN 18 B W OF SCRANTON       APPROX. 0.7 KM 1011138.6 |
 LY2765| CB2681 BALD 2 RM 2                          19.777 METERS 10803     |
 LY2765| LY2710 SCRUB OAK                           APPROX.14.3 KM 1121806.7 |
 LY2765| LY2734 SCRANTON TV STA WDAU S MAST         APPROX. 0.6 KM 1365443.1 |
 LY2765| LY2723 AIRWAY BCN 19 S OF SCRANTON         APPROX.12.4 KM 1414526.5 |
 LY2765| CB2679 BALD 2 AZ MK                                       1644631.5 |
 LY2765|---------------------------------------------------------------------|
 LY2765
 LY2765                          SUPERSEDED SURVEY CONTROL
 LY2765
 LY2765  NAD 83(1986)-  41 25 49.61083(N)    075 45 07.18108(W) AD(       ) 1
 LY2765  NAD 27      -  41 25 49.32900(N)    075 45 08.48100(W) AD(       ) 1
 LY2765  NGVD 29 (07/19/86)  694.     (m)         2277.     (f) VERT ANG       
 LY2765
 LY2765.Superseded values are not recommended for survey control.
 LY2765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2765.See file dsdata.txt to determine how the superseded data were derived.
 LY2765
 LY2765_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL3716986815(NAD 83)
 LY2765_MARKER: Z = SEE DESCRIPTION
 LY2765_SETTING: 0 = UNSPECIFIED SETTING
 LY2765_STAMPING: BALD 2
 LY2765_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LY2765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY2765
 LY2765  HISTORY     - Date     Condition        Report By
 LY2765  HISTORY     - 1929     MONUMENTED       CGS
 LY2765  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LY2765  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LY2765  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LY2765  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LY2765  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LY2765  HISTORY     - 1974     SEE DESCRIPTION  LOCSUR
 LY2765  HISTORY     - 19921018 POOR             NGS
 LY2765
 LY2765                          STATION DESCRIPTION
 LY2765
 LY2765'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 LY2765'STATION IS LOCATED ABOUT 5 MILES W OF SCRANTON ON THE NW CORNER OF
 LY2765'THE NORTHERNMOST OF TWO PEAKS THAT MAKE UP THE SUMMIT OF BALD
 LY2765'MOUNTAIN, A WELL KNOWN MOUNTAIN IN THE VICINITY.  STATION MARK IS 72
 LY2765'METERS SE OF A SMALL CLIFF AT THE EXTREME NW EDGE OF THE
 LY2765'BROW OF THE HILL AND IS 33 METERS DUE S OF THE HIGHEST ROCK OUTCROP
 LY2765'ON THIS PART OF THE MOUNTAIN.  THE MOUNTAIN TOP IS COVERED
 LY2765'WITH SNOW BRUSH ABOUT 3 FEET HIGH.  THE IMMEDIATE VICINITY OF THE
 LY2765'STATION IS SOLID ROCK EXTENSIVELY CHISELED WITH NAMES, DATES
 LY2765'AND DESIGNS.  THE STATION IS ABOUT 3 FEET LOWER THAN THE
 LY2765'SOUTHERN PEAK OF THE MOUNTAIN WHICH IS ABOUT 300 YARDS DISTANT.  THE
 LY2765'OLD STATION WAS LOCATED ON THE SOUTHERN PEAK, ACROSS A LOW
 LY2765'SADDLE FROM THE PRESENT SITE.  THE OLD STATION WAS NOT OCCUPIED OR
 LY2765'CUT IN.
 LY2765'
 LY2765'STATION IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 LY2765'OUTCROPPING BEDROCK.
 LY2765'
 LY2765'BOTH REFERENCE MARKS ARE STANDARD BRONZE DISKS IN ROCK OUTCROP.  NO.
 LY2765'1 BEING ABOUT 2 FEET HIGHER THAN THE STATION AND NO. 2
 LY2765'BEING OF ABOUT THE SAME LEVEL.
 LY2765'
 LY2765'TO REACH THE STATION FROM SCRANTON FOLLOW ROUTE 11 S ON THE W SIDE OF
 LY2765'THE RIVER, THROUGH THE HYDE PARK SECTION TO LUZERNE STREET.
 LY2765'TURN RIGHT ON LUZERNE STREET AND GO W ABOUT 1 MILE TO THE END OF THE
 LY2765'STREET, JUST W OF AN UNDERPASS.  HERE TURN LEFT ON A
 LY2765'CINDER ROAD AND GO 0.4 MILE TO WHERE IT MAKES A RIGHT-ANGLE TURN TO
 LY2765'RIGHT.  TURN RIGHT AND CONTINUE ALONG ROAD STRAIGHT AHEAD 0.8
 LY2765'MILE TO A ROAD TURNING LEFT ABOUT 10 YARDS E OF A 6-INCH
 LY2765'CHERRY TREE WITH TRIANGULAR BLAZE WHICH SETS ON N SIDE OF ROAD.
 LY2765'TAKE ROAD TO LEFT AND FOLLOW 1.2 MILES TO A FARMYARD.
 LY2765'CONTINUE ON BETWEEN HOUSE AND BARN ABOUT 1/4 MILE TO THE NEXT HOUSE
 LY2765'ON THE RIGHT.  AS THIS HOUSE IS APPROACHED, A DIM ROAD CAN
 LY2765'BE SEEN LEADING STRAIGHT AHEAD, ANOTHER DIM ROAD FORKING TO THE
 LY2765'RIGHT, TOWARD THE HOUSE ON THE W SIDE OF A SHED AND A
 LY2765'ROCKY WASH FORKING MORE TO THE RIGHT ON THE E SIDE OF THE SHED.  THIS
 LY2765'IS THE BEGINNING OF THE TRAIL TO THE TOP OF THE MOUNTAIN.
 LY2765'FOLLOW UP THE WASH AND CONTINUE ON ALONG A DEEPLY WORN TRAIL ABOUT
 LY2765'1-3/4 MILES TO THE STATION.  THE TRAIL IS UNMISTAKABLE ALL THE WAY
 LY2765'AND LEADS TO THE CLIFF JUST BEYOND THE STATION.
 LY2765'
 LY2765'HEIGHT OF SIGNAL ABOVE STATION MARK 1.5 METERS.
 LY2765
 LY2765                          STATION RECOVERY (1934)
 LY2765
 LY2765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JB)
 LY2765'STATION RECOVERED AS DESCRIBED.  THERE HAS BEEN ERECTED A LARGE AIR
 LY2765'BEACON APPROXIMATELY 500 METERS E FROM STATION.
 LY2765'(MAGNETIC BEARING 111 DEG).  ALL MARKS WERE FOUND TO BE IN GOOD
 LY2765'CONDITION, BUT THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE
 LY2765'19.77 METERS.  AN AZIMUTH MARK WAS ESTABLISHED 250 METERS S OF
 LY2765'STATION.  IT IS ON TOP OF THE HIGHEST, AND MOST SOUTHERLY OF
 LY2765'THE TWO SUMMITS, AND IS SET IN A LARGE BOULDER 2-1/2 FEET HIGH.  THIS
 LY2765'IS THE ONLY SUCH BOULDER IN THE IMMEDIATE VICINITY.
 LY2765
 LY2765                          STATION RECOVERY (1934)
 LY2765
 LY2765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JSB)
 LY2765'STATION RECOVERED AS DESCRIBED.  STATION MARK AND REFERENCE MARKS
 LY2765'FOUND AS DESCRIBED IN GOOD CONDITION.
 LY2765'
 LY2765'TO REACH FROM W, GO TO TAYLOR.  FROM THE TRAFFIC LIGHT AT MAIN AND
 LY2765'UNION STREETS IN TAYLOR, TURN N ON UNION STREET AND GO
 LY2765'1.4 MILES TO A T-INTERSECTION.  TURN W AT INTERSECTION AND GO 0.1
 LY2765'MILE TO T-ROAD N.  GO N ON T-ROAD 1.9 MILES TO T-INTERSECTION.
 LY2765'HERE TURN LEFT AND GO 0.8 MILE TO FORKS.  TAKE RIGHT FORK AND GO 0.9
 LY2765'MILE TO ANOTHER FORK. HERE TAKE RIGHT FORK AND GO 1.6 MILES TO A
 LY2765'PARKING LOT ON RIGHT SIDE OF ROAD ABOUT 100 YARDS N OF A SMALL
 LY2765'BLACK HOUSE ON RIGHT -- BARN ON LEFT.  FROM THIS PARKING
 LY2765'SPACE A FOOT PATH KNOWN AS PINNACLE PATH, LEADS UP THE
 LY2765'MOUNTAIN.  FOLLOW THE PATH FOR ABOUT 1350 YARDS TO A SPRING.  BEAR
 LY2765'LEFT OF SPRING ON PATH AND GO 350 YARDS TO STATION.  THE
 LY2765'LAST 100 YARDS IS STEEP AND ROCKY AND THE PATH REACHES THE TOP RIGHT
 LY2765'AT THE STATION, ON ROCKY CLIFF KNOWN LOCALLY AS PINNACLE
 LY2765'ROCK.
 LY2765
 LY2765                          STATION RECOVERY (1959)
 LY2765
 LY2765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY2765'STATION WAS FOUND AS DESCRIBED AND ALL MARKS WERE FOUND.  THE MARKS
 LY2765'BEEN SLIGHTLY MUTILATED BUT SEEMED TO BE SOLID.  THE STATION MARK
 LY2765'AND REFERENCE MARK 2 STAMPING HAS BEEN OBLITERATED DUE TO VANDALS.
 LY2765'BECAUSE OF NUMEROUS CHANGES IN HOW TO REACH THE STATION, A
 LY2765'COMPLETE NEW DESCRIPTION OF HOW TO REACH THE STATION FOLLOWS.
 LY2765'
 LY2765'STATION IS REACHED FROM THE WEST SCRANTON JUNIOR HIGH SCHOOL WHICH IS
 LY2765'LOCATED AT THE INTERSECTION OF LUZERNE STREET AND 12TH
 LY2765'AVENUE, IN THE HYDE PARK SECTION OF SCRANTON.  GO WEST ON LUZERNE
 LY2765'STREET FOR 0.7 MILE.  TURN RIGHT AND GO NORTHWEST AND
 LY2765'NORTH, ON SHERMAN AVENUE FOR 0.2 MILE.  TURN LEFT AND GO NORTHWEST ON
 LY2765'WASHBURN AVENUE FOR 0.3 MILE.
 LY2765'
 LY2765'TURN LEFT AND GO WESTERLY ON JACKSON STREET FOR 0.6 MILE.  TURN LEFT
 LY2765'AND GO NORTHERLY ON CRISP AVENUE FOR 0.3 MILE.  TURN RIGHT
 LY2765'AND GO WESTERLY ON A MACADAM ROAD FOR 0.35 MILE TO AN OVERPASS,
 LY2765'CONTINUE WESTERLY ON A CINDERED ROAD FOR 0.6 MILE TO
 LY2765'A T-INTERSECTION AND SIGN MT DEWEY ELL STREET.  TURN LEFT AND GO
 LY2765'SOUTHERLY ON A DIRT ROAD FOR 0.2 MILE TO A TWO-STORRIED
 LY2765'HOUSE ON THE LEFT AND A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 LY2765'WESTERLY ON A ROUGH AND ROCKY ROAD FOR 0.25 MILE TO A
 LY2765'TWO-STORRIED HOUSE ON THE LEFT AND A SIGN PRIVATE
 LY2765'ROAD, CONTINUE STRAIGHT AHEAD, WESTERLY ON THE PRIVATE ROAD FOR 1.5
 LY2765'MILES TO THE WDAU TELEVISION STATION BUILDING AND
 LY2765'THREE MASTS ON THE RIGHT, CONTINUE STRAIGHT AHEAD, PASSING UNDER THE
 LY2765'TELEVISION STATION STEEL STRUCTURE FOR ABOUT 200 FEET
 LY2765'AND THE EDGE OF BRUSH THAT COVERS THE MOUNTAIN SIDE.  FROM THIS POINT
 LY2765'A JEEP CAN BE DRIVEN, ON A WELL DEFINED TRAIL, NORTH AND EAST
 LY2765'FOR ABOUT 0.25 MILE, TOP OF MOUNTAIN AND STATION.  IT IS ADVISABLE
 LY2765'THAT NO OTHER VEHICLE BE USED FOR THE LAST 0.25 MILE AS THE TRAIL
 LY2765'IS TOO NARROW.  THE AZIMUTH MARK CAN BE REACHED FROM
 LY2765'THE STATION BY GOING SOUTH, THROUGH DENSE BRUSH FOR APPROXIMATELY 0.1
 LY2765'MILE, TO A LARGE BOULDER WHICH CAN BE SEEN VERY DISTINCTLY FROM
 LY2765'THE STATION.
 LY2765
 LY2765                          STATION RECOVERY (1960)
 LY2765
 LY2765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCC)
 LY2765'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK 1 AND 2 WERE
 LY2765'RECOVERED AS DESCRIBED AND FOUND TO BE SOLID BUT BADLY
 LY2765'MUTILATED.  A SHORTER DISTANCE OF 0.006 METERS WAS DETERMINED TO
 LY2765'REFERENCE MARK NUMBER 1.  A SHORTER DISTANCE OF 0.008 METERS WAS
 LY2765'DETERMINED TO REFERENCE MARK NUMBER 2.
 LY2765'
 LY2765'THE DESCRIPTION IS ADEQUATE.
 LY2765
 LY2765                          STATION RECOVERY (1969)
 LY2765
 LY2765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LY2765'STATION WAS VISITED ONLY TO OBTAIN AN ELEVATION CHECK, THEREFORE A
 LY2765'VISUAL CHECK ONLY WAS MADE OF THE STATION SITE AND MARKS.
 LY2765'
 LY2765'SOME STREET NAMES HAVE BEEN CHANGED, THEREFORE A NEW DESCRIPTION OF
 LY2765'HOW TO REACH THE STATION FOLLOWS.
 LY2765'
 LY2765'STATION IS REACHED FROM THE WEST SCRANTON BRANCH POST OFFICE WHICH IS
 LY2765'LOCATED ON MAIN AVENUE WHICH IS IN THE
 LY2765'NORTHWEST SECTION OF THE TOWN OF SCRANTON.  GO SOUTH ON MAIN AVENUE
 LY2765'FOR 0.3 MILE.  TURN RIGHT AND GO WEST ON LUZERNE STREET,
 LY2765'PASSING THE WEST SCRANTON JUNIOR HIGH SCHOOL FOR 1.0 MILE TO AN
 LY2765'OVERPASS.  CONTINUE WEST ON LUZERNE STREET FOR 0.3
 LY2765'MILE TO THE END OF LUZERNE STREET AND JUNCTION WITH SOUTH KEYSER
 LY2765'AVENUE AND DIVISION STREET.  CONTINUE WESTERLY ON DIVISION
 LY2765'STREET FOR 1.4 MILES TO A T JUNCTION WITH
 LY2765'COMMUNITY DRIVE.  TURN LEFT AND GO SOUTH ON COMMUNITY DRIVE FOR 0.2
 LY2765'MILE.  TURN RIGHT AND GO WESTERLY ON BEACON ROAD FOR 0.3
 LY2765'MILE TO A HOUSE ON THE LEFT AND A SIGN ON POST PRIVATE ROAD.
 LY2765'CONTINUE WESTERLY ON THE PRIVATE ROAD FOR 1.45 MILES TO
 LY2765'THE WDAU TELEVISION STATION BUILDING AND THREE STEEL MASTS.  CONTINUE
 LY2765'WEST, PASSING BENEATH A STEEL SUPER STRUCTURE FOR ABOUT
 LY2765'200 FEET TO THE EDGE OF BRUSH AND THE BEGINNING OF AN OLD TRAIL.
 LY2765'
 LY2765'FROM THIS POINT, A JEEP CAN BE DRIVEN TO THE TOP OF THE MOUNTAIN AND
 LY2765'STATION, BEING VERY CAREFUL DUE TO DENSE BRUSH AND LARGE
 LY2765'ROCK.
 LY2765'
 LY2765'STATION IS APPROXIMATELY 0.25 MILE NORTHWEST OF THIS POINT.
 LY2765'
 LY2765'ALL MARKS WERE FOUND AND ARE STILL SOLID IN THE ROCK IN WHICH THEY
 LY2765'ARE CEMENTED.
 LY2765
 LY2765                          STATION RECOVERY (1974)
 LY2765
 LY2765'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974 (JY)
 LY2765'AZIMUTH MARK GOOD - PRINT ON DISK UNREADABLE
 LY2765'BALD 2 1929
 LY2765'GOOD - PRINT ON DISK UNREADABLE
 LY2765'R.M. NO. 1
 LY2765'GOOD - PRINT ON DISK UNREADABLE
 LY2765'R.M. NO. 2 GOOD - PRINT ON
 LY2765'DISK UNREADABLE
 LY2765'
 LY2765'RECOVERED BY PHOTOGRAMMETRY AND SURVEYS, MIDDLETOWN, PA.
 LY2765'
 LY2765'AIRLINE DISTANCE AND DIRECTION FORM NEAREST TOWN- 4 MILES N.W. OF
 LY2765'TAYLOR
 LY2765
 LY2765                          STATION RECOVERY (1992)
 LY2765
 LY2765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (PPJ)
 LY2765'THE PREVIOUS INFORMATION FOR LOCATING THIS SURVEY MARKER IS VERY
 LY2765'ACCURATE AND SUFFICIENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0085 ***********************************************************************
 KX0085  DESIGNATION -  BALD EAGLE
 KX0085  PID         -  KX0085
 KX0085  STATE/COUNTY-  PA/BLAIR
 KX0085  USGS QUAD   -  TYRONE (1994)
 KX0085
 KX0085                         *CURRENT SURVEY CONTROL
 KX0085  ___________________________________________________________________
 KX0085* NAD 83(1986)-  40 43 00.     (N)    078 10 49.     (W)     SCALED    
 KX0085* NAVD 88     -       324.006  (meters)    1063.01   (feet)  ADJUSTED  
 KX0085  ___________________________________________________________________
 KX0085  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KX0085  DYNAMIC HT  -         323.839 (meters)    1062.46  (feet)  COMP
 KX0085  MODELED GRAV-     980,101.3   (mgal)                       NAVD 88
 KX0085
 KX0085  VERT ORDER  -  FIRST     CLASS II
 KX0085
 KX0085.The horizontal coordinates were scaled from a topographic map and have
 KX0085.an estimated accuracy of +/- 6 seconds.
 KX0085
 KX0085.The orthometric height was determined by differential leveling
 KX0085.and adjusted by the National Geodetic Survey in June 1991..
 KX0085
 KX0085.The geoid height was determined by GEOID03.
 KX0085
 KX0085.The dynamic height is computed by dividing the NAVD 88
 KX0085.geopotential number by the normal gravity value computed on the
 KX0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0085.degrees latitude (g = 980.6199 gals.).
 KX0085
 KX0085.The modeled gravity was interpolated from observed gravity values.
 KX0085
 KX0085;                    North         East    Units  Estimated Accuracy
 KX0085;SPC PA S     -   153,690.      563,650.      MT  (+/- 180 meters Scaled)
 KX0085
 KX0085                          SUPERSEDED SURVEY CONTROL
 KX0085
 KX0085  NGVD 29 (??/??/92)  324.16   (m)         1063.5    (f) COMPUTED    1 2
 KX0085
 KX0085.Superseded values are not recommended for survey control.
 KX0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0085.See file dsdata.txt to determine how the superseded data were derived.
 KX0085
 KX0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF381111(NAD 83)
 KX0085_MARKER: DB = BENCH MARK DISK
 KX0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0085_STAMPING: BALD EAGLE 1934
 KX0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0085+STABILITY: SURFACE MOTION
 KX0085
 KX0085  HISTORY     - Date     Condition        Report By
 KX0085  HISTORY     - 1934     MONUMENTED       CGS
 KX0085  HISTORY     - 1944     GOOD             NGS
 KX0085
 KX0085                          STATION DESCRIPTION
 KX0085
 KX0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KX0085'AT BALD EAGLE.
 KX0085'AT BALD EAGLE, BLAIR COUNTY, 9 FEET NORTH OF THE PENNSYLVANIA
 KX0085'RAILROAD STATION, 6 FEET WEST OF POLE 5+1, 16 FEET EAST OF THE
 KX0085'MAIN TRACK, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 KX0085'BALD EAGLE 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KX0085
 KX0085                          STATION RECOVERY (1944)
 KX0085
 KX0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 KX0085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1986 ***********************************************************************
 LZ1986  DESIGNATION -  BALD EAGLE MT DEPT OF FW TOWER
 LZ1986  PID         -  LZ1986
 LZ1986  STATE/COUNTY-  PA/LYCOMING
 LZ1986  USGS QUAD   -  MONTOURSVILLE SOUTH (1994)
 LZ1986
 LZ1986                         *CURRENT SURVEY CONTROL
 LZ1986  ___________________________________________________________________
 LZ1986* NAD 83(1992)-  41 12 32.12847(N)    076 57 26.48210(W)     ADJUSTED  
 LZ1986* NAVD 88     -                                                        
 LZ1986  ___________________________________________________________________
 LZ1986  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 LZ1986  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LZ1986
 LZ1986  HORZ ORDER  -  THIRD
 LZ1986
 LZ1986.The horizontal coordinates were established by classical geodetic methods
 LZ1986.and adjusted by the National Geodetic Survey in June 2002..
 LZ1986
 LZ1986
 LZ1986.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1986
 LZ1986.The geoid height was determined by GEOID03.
 LZ1986
 LZ1986;                    North         East     Units Scale Factor Converg.
 LZ1986;SPC PA N     -   116,050.613   666,474.851   MT  0.99996343   +0 31 27.7
 LZ1986;SPC PA N     -   380,742.72  2,186,592.91   sFT  0.99996343   +0 31 27.7
 LZ1986;UTM  18      - 4,563,797.126   335,899.979   MT  0.99993143   -1 17 23.3
 LZ1986
 LZ1986                          SUPERSEDED SURVEY CONTROL
 LZ1986
 LZ1986  NAD 83(1986)-  41 12 32.12545(N)    076 57 26.47850(W) AD(       ) 4
 LZ1986  NAD 27      -  41 12 31.84200(N)    076 57 27.60300(W) AD(       ) 3
 LZ1986
 LZ1986.Superseded values are not recommended for survey control.
 LZ1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1986.See file dsdata.txt to determine how the superseded data were derived.
 LZ1986
 LZ1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL3590063797(NAD 83)
 LZ1986_MARKER: 55 = TOWER
 LZ1986
 LZ1986  HISTORY     - Date     Condition        Report By
 LZ1986  HISTORY     - 1958     FIRST OBSERVED   CGS
 LZ1986  HISTORY     - 1982     GOOD             NGS
 LZ1986  HISTORY     - 1982     GOOD             USPSQD
 LZ1986
 LZ1986                          STATION DESCRIPTION
 LZ1986
 LZ1986'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ1986'THE STATION IS THE TOP CENTER OF TOWER, ON BALD EAGLE MOUNTAIN, ABOUT
 LZ1986'5 MILES SOUTH OF WILLIAMSPORT AND 3.5 MILES EAST ALONG THE
 LZ1986'RIDGE OF MOUNTAIN FROM WHERE STATE HIGHWAY 554 CROSSES OVER THE
 LZ1986'SUMMIT, AND IS 100 FEET NORTH OF LOOKOUT TOWER.
 LZ1986'
 LZ1986'THE TOWER IS A SLENDER STEEL STRUCTURE ABOUT 100 FEET HIGH AND IS
 LZ1986'PAINTED IN SECTION OF RED AND WHITE.
 LZ1986
 LZ1986                          STATION RECOVERY (1982)
 LZ1986
 LZ1986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (GFS)
 LZ1986'RECOVERED AS DESCRIBED.
 LZ1986'
 LZ1986'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.0 MILES S OF
 LZ1986'WILLIAMSPORT.
 LZ1986
 LZ1986                          STATION RECOVERY (1982)
 LZ1986
 LZ1986'RECOVERY NOTE BY US POWER SQUADRON 1982 (RED)
 LZ1986'STATION RECOVERED GOOD.
 LZ1986'
 LZ1986'DESCRIPTION OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1985 ***********************************************************************
 LZ1985  DESIGNATION -  BALD EAGLE MT WLYC AM FM MAST
 LZ1985  PID         -  LZ1985
 LZ1985  STATE/COUNTY-  PA/LYCOMING
 LZ1985  USGS QUAD   -  MONTOURSVILLE SOUTH (1994)
 LZ1985
 LZ1985                         *CURRENT SURVEY CONTROL
 LZ1985  ___________________________________________________________________
 LZ1985* NAD 83(1992)-  41 11 47.82341(N)    076 58 19.30797(W)     ADJUSTED  
 LZ1985* NAVD 88     -                                                        
 LZ1985  ___________________________________________________________________
 LZ1985  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 LZ1985  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 LZ1985
 LZ1985  HORZ ORDER  -  THIRD
 LZ1985
 LZ1985.The horizontal coordinates were established by classical geodetic methods
 LZ1985.and adjusted by the National Geodetic Survey in June 2002..
 LZ1985
 LZ1985
 LZ1985.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1985
 LZ1985.The geoid height was determined by GEOID03.
 LZ1985
 LZ1985;                    North         East     Units Scale Factor Converg.
 LZ1985;SPC PA N     -   114,672.775   665,256.543   MT  0.99996423   +0 30 52.8
 LZ1985;SPC PA N     -   376,222.26  2,182,595.84   sFT  0.99996423   +0 30 52.8
 LZ1985;UTM  18      - 4,562,458.584   334,638.703   MT  0.99993654   -1 17 57.0
 LZ1985
 LZ1985                          SUPERSEDED SURVEY CONTROL
 LZ1985
 LZ1985  NAD 83(1986)-  41 11 47.82092(N)    076 58 19.30322(W) AD(       ) 4
 LZ1985  NAD 27      -  41 11 47.53200(N)    076 58 20.43600(W) AD(       ) 3
 LZ1985
 LZ1985.Superseded values are not recommended for survey control.
 LZ1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1985.See file dsdata.txt to determine how the superseded data were derived.
 LZ1985
 LZ1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL3463962459(NAD 83)
 LZ1985
 LZ1985  HISTORY     - Date     Condition        Report By
 LZ1985  HISTORY     - 1958     MONUMENTED       CGS
 LZ1985
 LZ1985                          STATION DESCRIPTION
 LZ1985
 LZ1985'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ1985'THE STATION IS THE LIGHT AT THE TOP CENTER OF MAST WHICH IS ON BALD
 LZ1985'EAGLE MOUNTAIN, ABOUT 5 MILES SOUTH OF WILLIAMSPORT AND
 LZ1985'2.1 MILES EAST ALONG THE RIDGE FROM WHERE STATE HIGHWAY 554 CROSSES
 LZ1985'OVER THE SUMMIT OF MOUNTAIN.
 LZ1985'
 LZ1985'THE MAST IS A SLENDER STEEL STRUCTURE ABOUT 125 FEET HIGH.  IT IS
 LZ1985'PAINTED IN SECTIONS OF RED AND WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1982 ***********************************************************************
 LZ1982  DESIGNATION -  BALD EAGLE MT WRAK FM TWR
 LZ1982  PID         -  LZ1982
 LZ1982  STATE/COUNTY-  PA/LYCOMING
 LZ1982  USGS QUAD   -  MONTOURSVILLE SOUTH (1994)
 LZ1982
 LZ1982                         *CURRENT SURVEY CONTROL
 LZ1982  ___________________________________________________________________
 LZ1982* NAD 83(1992)-  41 11 24.69076(N)    076 58 46.19539(W)     ADJUSTED  
 LZ1982* NAVD 88     -                                                        
 LZ1982  ___________________________________________________________________
 LZ1982  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 LZ1982  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 LZ1982
 LZ1982  HORZ ORDER  -  THIRD
 LZ1982
 LZ1982.The horizontal coordinates were established by classical geodetic methods
 LZ1982.and adjusted by the National Geodetic Survey in June 2002..
 LZ1982
 LZ1982
 LZ1982.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1982
 LZ1982.The geoid height was determined by GEOID03.
 LZ1982
 LZ1982;                    North         East     Units Scale Factor Converg.
 LZ1982;SPC PA N     -   113,953.601   664,636.427   MT  0.99996466   +0 30 35.0
 LZ1982;SPC PA N     -   373,862.77  2,180,561.34   sFT  0.99996466   +0 30 35.0
 LZ1982;UTM  18      - 4,561,759.416   333,996.153   MT  0.99993916   -1 18 14.1
 LZ1982
 LZ1982                          SUPERSEDED SURVEY CONTROL
 LZ1982
 LZ1982  NAD 83(1986)-  41 11 24.68827(N)    076 58 46.19055(W) AD(       ) 4
 LZ1982  NAD 27      -  41 11 24.39900(N)    076 58 47.32400(W) AD(       ) 3
 LZ1982
 LZ1982.Superseded values are not recommended for survey control.
 LZ1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1982.See file dsdata.txt to determine how the superseded data were derived.
 LZ1982
 LZ1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL3399661759(NAD 83)
 LZ1982
 LZ1982  HISTORY     - Date     Condition        Report By
 LZ1982  HISTORY     - 1958     MONUMENTED       CGS
 LZ1982
 LZ1982                          STATION DESCRIPTION
 LZ1982
 LZ1982'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ1982'THE STATION IS THE LIGHT AT THE TOP CENTER OF TOWER WHICH IS ABOUT 4
 LZ1982'MILES SOUTH OF WILLIAMSPORT AND 1-1/2 MILES EAST OF WHERE
 LZ1982'STATE HIGHWAY 554 CROSSES OVER THE SUMMIT OF BALD EAGLE MOUNTAIN.
 LZ1982'
 LZ1982'THE TOWER IS A FOUR-LEGGED STEEL STRUCTURE WHICH SUPPORTS A LARGE
 LZ1982'ROUND ANTENNA AND IS ABOUT 200 FEET HIGH OVERALL.  THE
 LZ1982'TOWER IS PAINTED IN SECTIONS OF RED AND WHITE AND THE ANTENNA IS
 LZ1982'PAINTED RED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1984 ***********************************************************************
 LZ1984  DESIGNATION -  BALD EAGLE MTN ATT MICROWAVE
 LZ1984  PID         -  LZ1984
 LZ1984  STATE/COUNTY-  PA/LYCOMING
 LZ1984  USGS QUAD   -  MONTOURSVILLE SOUTH (1994)
 LZ1984
 LZ1984                         *CURRENT SURVEY CONTROL
 LZ1984  ___________________________________________________________________
 LZ1984* NAD 83(1992)-  41 11 29.52123(N)    076 58 35.22305(W)     ADJUSTED  
 LZ1984* NAVD 88     -                                                        
 LZ1984  ___________________________________________________________________
 LZ1984  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 LZ1984  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 LZ1984
 LZ1984  HORZ ORDER  -  THIRD
 LZ1984
 LZ1984.The horizontal coordinates were established by classical geodetic methods
 LZ1984.and adjusted by the National Geodetic Survey in June 2002..
 LZ1984
 LZ1984
 LZ1984.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1984
 LZ1984.The geoid height was determined by GEOID03.
 LZ1984
 LZ1984;                    North         East     Units Scale Factor Converg.
 LZ1984;SPC PA N     -   114,104.885   664,890.772   MT  0.99996457   +0 30 42.2
 LZ1984;SPC PA N     -   374,359.11  2,181,395.81   sFT  0.99996457   +0 30 42.2
 LZ1984;UTM  18      - 4,561,902.571   334,255.152   MT  0.99993810   -1 18 07.0
 LZ1984
 LZ1984                          SUPERSEDED SURVEY CONTROL
 LZ1984
 LZ1984  NAD 83(1986)-  41 11 29.51876(N)    076 58 35.21833(W) AD(       ) 4
 LZ1984  NAD 27      -  41 11 29.23500(N)    076 58 36.34300(W) AD(       ) 3
 LZ1984
 LZ1984.Superseded values are not recommended for survey control.
 LZ1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1984.See file dsdata.txt to determine how the superseded data were derived.
 LZ1984
 LZ1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL3425561903(NAD 83)
 LZ1984_MARKER: 45 = MICROWAVE TOWER
 LZ1984
 LZ1984  HISTORY     - Date     Condition        Report By
 LZ1984  HISTORY     - 1958     FIRST OBSERVED   CGS
 LZ1984  HISTORY     - 1982     GOOD             USPSQD
 LZ1984  HISTORY     - 1982     GOOD             NGS
 LZ1984
 LZ1984                          STATION DESCRIPTION
 LZ1984
 LZ1984'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ1984'THE STATION IS THE HIGHEST LIGHT AT THE TOP OF THE MICROWAVE TOWER
 LZ1984'WHICH IS ON BALD EAGLE MOUNTAIN, ABOUT 5 MILES SOUTH MOF
 LZ1984'WILLIAMSPORT AND 1.7 MILES EAST OF WHERE STATE HIGHWAY 554 CROSSES
 LZ1984'OVER THE SUMMIT OF BALD EAGLE MOUNTAIN.
 LZ1984'
 LZ1984'THE TOWER IS A FOUR-LEGGED STEEL STRUCTURE, ABOUT 100 FEET HIGH,
 LZ1984'WHICH SUPPORTS FOUR LARGE REFLECTORS AT EACH CORNER OF
 LZ1984'TOWER.
 LZ1984
 LZ1984                          STATION RECOVERY (1982)
 LZ1984
 LZ1984'RECOVERY NOTE BY US POWER SQUADRON 1982 (RED)
 LZ1984'STATION RECOVERED GOOD.
 LZ1984'
 LZ1984'DESCRIPTION OK.
 LZ1984
 LZ1984                          STATION RECOVERY (1982)
 LZ1984
 LZ1984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (GFS)
 LZ1984'RECOVERED AS DESCRIBED.
 LZ1984'
 LZ1984'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.0 MILES S OF
 LZ1984'WILLIAMSPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2943 ***********************************************************************
 KW2943  DESIGNATION -  BALD EAGLE MTN MAST
 KW2943  PID         -  KW2943
 KW2943  STATE/COUNTY-  PA/CENTRE
 KW2943  USGS QUAD   -  BELLEFONTE (1998)
 KW2943
 KW2943                         *CURRENT SURVEY CONTROL
 KW2943  ___________________________________________________________________
 KW2943* NAD 83(1992)-  40 53 55.74211(N)    077 51 25.24329(W)     ADJUSTED  
 KW2943* NAVD 88     -                                                        
 KW2943  ___________________________________________________________________
 KW2943  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 KW2943  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KW2943
 KW2943  HORZ ORDER  -  THIRD
 KW2943
 KW2943.The horizontal coordinates were established by classical geodetic methods
 KW2943.and adjusted by the National Geodetic Survey in June 2002..
 KW2943
 KW2943
 KW2943.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2943
 KW2943.The geoid height was determined by GEOID03.
 KW2943
 KW2943;                    North         East     Units Scale Factor Converg.
 KW2943;SPC PA N     -    81,313.798   590,982.793   MT  0.99999754   -0 04 14.9
 KW2943;SPC PA N     -   266,777.02  1,938,916.05   sFT  0.99999754   -0 04 14.9
 KW2943;UTM  18      - 4,531,455.144   259,339.426   MT  1.00031291   -1 52 17.2
 KW2943
 KW2943                          SUPERSEDED SURVEY CONTROL
 KW2943
 KW2943  NAD 83(1986)-  40 53 55.74192(N)    077 51 25.24574(W) AD(       ) 4
 KW2943  NAD 27      -  40 53 55.53239(N)    077 51 26.23806(W) AD(       ) 3
 KW2943
 KW2943.Superseded values are not recommended for survey control.
 KW2943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2943.See file dsdata.txt to determine how the superseded data were derived.
 KW2943
 KW2943_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL5933931455(NAD 83)
 KW2943
 KW2943  HISTORY     - Date     Condition        Report By
 KW2943  HISTORY     - 1969     FIRST OBSERVED   CGS
 KW2943  HISTORY     - 1979     GOOD             NGS
 KW2943
 KW2943                          STATION DESCRIPTION
 KW2943
 KW2943'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 KW2943'THE STATION IS THE CENTER OF THE TOP OF A THREE LEGGED, SINGLE COLUMN
 KW2943'STEEL MAST ABOUT 100 FEET HIGH.  IT IS LOCATED 2 MILES SOUTHEAST
 KW2943'OF U.S. HIGHWAY 220, ON BALD EAGLE MOUNTAIN, 107 FEET EAST-NORTHEAST
 KW2943'OF POWER POLE X11-G34, 66 FEET NORTH OF THE APPROXIMATE CENTER OF
 KW2943'A DIRT ROAD, AND 2.4 FEET SOUTH OF THE SOUTH WALL OF A LOG CABIN
 KW2943'PAINTED GREEN AND WHITE.  OWNERSHIP COULD NOT BE ASCERTAINED AT
 KW2943'THIS TIME.
 KW2943'
 KW2943'TO REACH THE STATION FROM THE COURTHOUSE IN BELLEFONTE, GO WEST ON
 KW2943'HIGH STREET FOR 0.25 MILE TO THOMAS STREET.  TURN RIGHT AND GO
 KW2943'NORTHWEST ON THOMAS STREET FOR 1.5 MILES TO A DIRT ROAD RIGHT WHERE
 KW2943'THE MAIN ROAD BEARS LEFT.  TURN RIGHT AND GO IN A SOUTHWEST
 KW2943'DIRECTION ON THE DIRT ROAD FOR 3.5 MILES TO THE MAST ON THE RIGHT.
 KW2943
 KW2943                          STATION RECOVERY (1979)
 KW2943
 KW2943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (EEE)
 KW2943'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KW2943'
 KW2943'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES NORTH OF
 KW2943'STATE COLLEGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0086 ***********************************************************************
 KX0086  DESIGNATION -  BALD EAGLE RESET 1967
 KX0086  PID         -  KX0086
 KX0086  STATE/COUNTY-  PA/BLAIR
 KX0086  USGS QUAD   -  TYRONE (1994)
 KX0086
 KX0086                         *CURRENT SURVEY CONTROL
 KX0086  ___________________________________________________________________
 KX0086* NAD 83(1986)-  40 43 00.     (N)    078 10 55.     (W)     SCALED    
 KX0086* NAVD 88     -       323.484  (meters)    1061.30   (feet)  ADJUSTED  
 KX0086  ___________________________________________________________________
 KX0086  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KX0086  DYNAMIC HT  -         323.317 (meters)    1060.75  (feet)  COMP
 KX0086  MODELED GRAV-     980,101.3   (mgal)                       NAVD 88
 KX0086
 KX0086  VERT ORDER  -  SECOND    CLASS 0
 KX0086
 KX0086.The horizontal coordinates were scaled from a topographic map and have
 KX0086.an estimated accuracy of +/- 6 seconds.
 KX0086
 KX0086.The orthometric height was determined by differential leveling
 KX0086.and adjusted by the National Geodetic Survey in June 1991..
 KX0086
 KX0086.The geoid height was determined by GEOID03.
 KX0086
 KX0086.The dynamic height is computed by dividing the NAVD 88
 KX0086.geopotential number by the normal gravity value computed on the
 KX0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0086.degrees latitude (g = 980.6199 gals.).
 KX0086
 KX0086.The modeled gravity was interpolated from observed gravity values.
 KX0086
 KX0086;                    North         East    Units  Estimated Accuracy
 KX0086;SPC PA S     -   153,690.      563,500.      MT  (+/- 180 meters Scaled)
 KX0086
 KX0086                          SUPERSEDED SURVEY CONTROL
 KX0086
 KX0086  NGVD 29 (??/??/92)  323.647  (m)         1061.83   (f) ADJ UNCH    2 0
 KX0086
 KX0086.Superseded values are not recommended for survey control.
 KX0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0086.See file dsdata.txt to determine how the superseded data were derived.
 KX0086
 KX0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF380111(NAD 83)
 KX0086_MARKER: DB = BENCH MARK DISK
 KX0086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0086_SP_SET: BRIDGE
 KX0086_STAMPING: BALD EAGLE RESET 1967
 KX0086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0086_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KX0086+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1998
 KX0086
 KX0086  HISTORY     - Date     Condition        Report By
 KX0086  HISTORY     - 1967     MONUMENTED       CGS
 KX0086  HISTORY     - 19981001 GOOD             PADT
 KX0086  HISTORY     - 20010716 POOR             PADT
 KX0086
 KX0086                          STATION DESCRIPTION
 KX0086
 KX0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0086'AT BALD EAGLE.
 KX0086'AT BALD EAGLE, SET IN THE TOP OF THE SOUTHWEST WINGWALL OF A
 KX0086'BRIDGE, 88.0 FEET WEST OF MILEPOST NUMBER 5, 22.0 FEET NORTH OF
 KX0086'THE NORTH RAIL AND 15.5 FEET WEST OF THE CENTERLINE OF BLACKTOP
 KX0086'ROAD.
 KX0086
 KX0086                          STATION RECOVERY (1998)
 KX0086
 KX0086'RECOVERY NOTE BY PA DEPT OF TRANSP 1998 (SMM)
 KX0086'RECOVERED IN GOOD CONDITION.
 KX0086
 KX0086                          STATION RECOVERY (2001)
 KX0086
 KX0086'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (MBJ)
 KX0086'THE MARK IS NOW STAMPED --RESET 1972--.  THE ELEVATION THAT IS CALLED
 KX0086'FOR ON THIS DESCRIPTION IS IN MAJOR DISCREPANCY.  THE NEW PA DEPT OF
 KX0086'TRANSPORTATION ELEVATION IS 330.906 METERS (1085.65 FT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0233 ***********************************************************************
 MA0233  DESIGNATION -  BALD HILL
 MA0233  PID         -  MA0233
 MA0233  STATE/COUNTY-  PA/CLEARFIELD
 MA0233  USGS QUAD   -  LECONTES MILLS (1986)
 MA0233
 MA0233                         *CURRENT SURVEY CONTROL
 MA0233  ___________________________________________________________________
 MA0233* NAD 83(1986)-  41 04 11.     (N)    078 18 16.     (W)     SCALED    
 MA0233* NAVD 88     -       316.271  (meters)    1037.63   (feet)  ADJUSTED  
 MA0233  ___________________________________________________________________
 MA0233  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 MA0233  DYNAMIC HT  -         316.117 (meters)    1037.13  (feet)  COMP
 MA0233  MODELED GRAV-     980,129.3   (mgal)                       NAVD 88
 MA0233
 MA0233  VERT ORDER  -  SECOND    CLASS 0
 MA0233
 MA0233.The horizontal coordinates were scaled from a topographic map and have
 MA0233.an estimated accuracy of +/- 6 seconds.
 MA0233
 MA0233.The orthometric height was determined by differential leveling
 MA0233.and adjusted by the National Geodetic Survey in June 1991..
 MA0233
 MA0233.The geoid height was determined by GEOID03.
 MA0233
 MA0233.The dynamic height is computed by dividing the NAVD 88
 MA0233.geopotential number by the normal gravity value computed on the
 MA0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0233.degrees latitude (g = 980.6199 gals.).
 MA0233
 MA0233.The modeled gravity was interpolated from observed gravity values.
 MA0233
 MA0233;                    North         East    Units  Estimated Accuracy
 MA0233;SPC PA N     -   100,440.      553,400.      MT  (+/- 180 meters Scaled)
 MA0233
 MA0233                          SUPERSEDED SURVEY CONTROL
 MA0233
 MA0233  NGVD 29 (??/??/92)  316.428  (m)         1038.15   (f) ADJ UNCH    2 0
 MA0233
 MA0233.Superseded values are not recommended for survey control.
 MA0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0233.See file dsdata.txt to determine how the superseded data were derived.
 MA0233
 MA0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF264499(NAD 83)
 MA0233_MARKER: DB = BENCH MARK DISK
 MA0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0233_STAMPING: BALD HILL 1934
 MA0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0233+STABILITY: SURFACE MOTION
 MA0233
 MA0233  HISTORY     - Date     Condition        Report By
 MA0233  HISTORY     - 1934     MONUMENTED       CGS
 MA0233
 MA0233                          STATION DESCRIPTION
 MA0233
 MA0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0233'12.3 MI E FROM CLEARFIELD.
 MA0233'ABOUT 12.3 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD
 MA0233'FROM THE STATION AT CLEARFIELD, CLEARFIELD COUNTY, 50 FEET
 MA0233'WEST OF THE STATION AND SECTION HOUSE 1308 AT BLAD HILL, ABOUT
 MA0233'1,500 FEET EAST OF MILEPOST C 12, 40 FEET NORTHEAST OF TELEPHONE
 MA0233'BOX RL-123, 15 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 MA0233'AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 MA0233'BALD HILL 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2953 ***********************************************************************
 KW2953  DESIGNATION -  BALD RESET
 KW2953  PID         -  KW2953
 KW2953  STATE/COUNTY-  PA/CENTRE
 KW2953  USGS QUAD   -  JULIAN (1994)
 KW2953
 KW2953                         *CURRENT SURVEY CONTROL
 KW2953  ___________________________________________________________________
 KW2953* NAD 83(1992)-  40 49 17.98831(N)    077 59 49.09002(W)     ADJUSTED  
 KW2953* NAVD 88     -       554.4    (meters)    1819.     (feet)  VERTCON   
 KW2953  ___________________________________________________________________
 KW2953  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 KW2953  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 KW2953
 KW2953  HORZ ORDER  -  FIRST
 KW2953
 KW2953.The horizontal coordinates were established by classical geodetic methods
 KW2953.and adjusted by the National Geodetic Survey in June 2002..
 KW2953
 KW2953.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2953
 KW2953.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2953
 KW2953.The geoid height was determined by GEOID03.
 KW2953
 KW2953;                    North         East     Units Scale Factor Converg.
 KW2953;SPC PA N     -    72,769.873   579,165.083   MT  1.00001053   -0 09 48.2
 KW2953;SPC PA N     -   238,745.83  1,900,144.11   sFT  1.00001053   -0 09 48.2
 KW2953;UTM  18      - 4,523,283.553   247,255.181   MT  1.00038633   -1 57 36.6
 KW2953;UTM  17      - 4,523,301.067   753,256.041   MT  1.00038951   +1 57 50.9
 KW2953
 KW2953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2953!SPC PA N     -   0.99991823  x   1.00001053  =   0.99992876
 KW2953!UTM  18      -   0.99991823  x   1.00038633  =   1.00030453
 KW2953!UTM  17      -   0.99991823  x   1.00038951  =   1.00030771
 KW2953
 KW2953:                Primary Azimuth Mark                     Grid Az
 KW2953:SPC PA N     -  RATTLESNAKE MTN ATT MICROWAVE            010 23 26.4
 KW2953:UTM  18      -  RATTLESNAKE MTN ATT MICROWAVE            012 11 14.8
 KW2953:UTM  17      -  RATTLESNAKE MTN ATT MICROWAVE            008 15 47.3
 KW2953
 KW2953|---------------------------------------------------------------------|
 KW2953| PID    Reference Object                     Distance      Geod. Az  |
 KW2953|                                                           dddmmss.s |
 KW2953| KW2958 RATTLESNAKE MTN ATT MICROWAVE       APPROX.10.9 KM 0101338.2 |
 KW2953| KW2959 AIRWAY BEACON NO 51B                APPROX.12.0 KM 0112145.2 |
 KW2953| CK6561 BALD RM 1                            26.465 METERS 01235     |
 KW2953| KW2940 AIRWAY BN 52 A SW OF MILESBURG      APPROX.19.7 KM 0552954.1 |
 KW2953| CK6560 BALD AZ MK                                         0805252.1 |
 KW2953| KW2950 STATE COLLEGE WATER TOWER DOME      APPROX.11.1 KM 1040829.8 |
 KW2953| CK6562 BALD RM 2                            32.680 METERS 13349     |
 KW2953| CK6563 BALD RM 3                            32.659 METERS 13350     |
 KW2953| KW2935 FIRE TOWER                          APPROX.15.5 KM 1694820.1 |
 KW2953| KX2167 RATTLESNAKE FIRE TOWER              APPROX.10.4 KM 3535050.0 |
 KW2953| KX2164 RATTLESNAKE MTN NITTANY MAST        APPROX.10.4 KM 3542244.1 |
 KW2953|---------------------------------------------------------------------|
 KW2953
 KW2953                          SUPERSEDED SURVEY CONTROL
 KW2953
 KW2953  NAD 83(1986)-  40 49 17.98862(N)    077 59 49.09491(W) AD(       ) 1
 KW2953  NAD 27      -  40 49 17.77400(N)    077 59 50.07900(W) AD(       ) 1
 KW2953  NGVD 29 (07/19/86)  554.6    (m)         1820.     (f) VERT ANG       
 KW2953
 KW2953.Superseded values are not recommended for survey control.
 KW2953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2953.See file dsdata.txt to determine how the superseded data were derived.
 KW2953
 KW2953_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL4725523284(NAD 83)
 KW2953_MARKER: DS = TRIANGULATION STATION DISK
 KW2953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2953
 KW2953  HISTORY     - Date     Condition        Report By
 KW2953  HISTORY     - 1938     MONUMENTED       CGS
 KW2953  HISTORY     - 1969     SEE DESCRIPTION  CGS
 KW2953
 KW2953                          STATION DESCRIPTION
 KW2953
 KW2953'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 KW2953'STATION IS ON A HIGH KNOLL IN OPEN PASTURE LAND APPROXIMATELY ON FOUR
 KW2953'CORNERS OF PATTON-HALF MOON-WORTH-HUSTON TOWNSHIPS, ON
 KW2953'DIVIDE OF BALD EAGLE MT. 7-1/2 MILES WNW OF STATE COLLEGE, 3-1/2
 KW2953'MILES NE OF PORT MATILDA, ON PROPERTY OWNED BY D.C. AND O.J.
 KW2953'SHIVERY.  MARK IS SET IN A 10- BY 10-INCH CONCRETE BLOCK PROJECTING 2
 KW2953'INCHES ABOVE GROUND AND STAMPED BALD 1938.
 KW2953'
 KW2953'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KW2953'BRONZE DISKS SET IN CONCRETE.
 KW2953'
 KW2953'REFERENCE MARK NO. 1 IS SET IN A 10- BY 10-INCH CONCRETE BLOCK,
 KW2953'STAMPED BALD 1938, AND PROJECTS 4 INCHES ABOVE GROUND.
 KW2953'REFERENCE MARK NO. 2 IS SET IN A 10- BY 10-INCH CONCRETE BLOCK,
 KW2953'STAMPED BALD 1938, AND PROJECTS 2 INCHES ABOVE GROUND.
 KW2953'
 KW2953'AZIMUTH MARK IS IN A 10- BY 10-INCH CONCRETE BLOCK, STAMPED BALD
 KW2953'1938, PROJECTS 4 INCHES ABOVE GROUND, APPROXIMATELY 0.4 MILE E OF
 KW2953'STATION ALONG MOUNTAIN ROAD AT INTERSECTION OF TRAIL TURNING R THRU
 KW2953'FIELD TO STATION, 27.6 FEET WSW OF LARGE DEAD OAK TREE, 9 FEET S
 KW2953'OF CENTER OF MOUNTAIN ROAD, AND 7.6 FEET W OF MOUNTAIN LOGGING ROAD.
 KW2953'
 KW2953'TO REACH STATION FROM STATE COLLEGE, GO W ON U.S. 322 ABOUT 6.0 MILES
 KW2953'TO BUFFALO RUN SERVICE STATION AND JUNCTION OF 322 AND 550.  TURN
 KW2953'L ON 550 AND GO 1.6 MILES TO DIRT T-ROAD R.  TURN R AND GO 1.0 MILE.
 KW2953'TURN L TO MR. SHIVERYS HOUSE, TURN L AGAIN AND GO 0.25 MILE
 KW2953'TO AZIMUTH MARK.  CONTINUE PAST AZIMUTH MARK 200 FEET TO BREAK IN
 KW2953'FENCE THROUGH FIELD R.  GO R ALONG FENCE TO TIMBER, TURN
 KW2953'L AND FOLLOW TIMBER LANE TO FENCE CORNER, PASS THRU FENCE AND
 KW2953'CONTINUE UP SLIGHT GRADE TO TOP OF HILL AND STATION.
 KW2953'
 KW2953'77-FOOT STEEL TOWER REQUIRED.
 KW2953'
 KW2953'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 KW2953
 KW2953                          STATION RECOVERY (1969)
 KW2953
 KW2953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 KW2953'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 KW2953'MARK WERE RECOVERED.  THE STATION MARK AND REFERENCE MARK
 KW2953'NO. 2 HAD BEEN HIT BY FARM MACHINERY.  A NEW SURFACE MARK AND
 KW2953'REFERENCE MARK NO. 3 WERE SET AT THIS TIME.  A DIFFERENCE WAS
 KW2953'NOTED IN THE DISTANCE TO REFERENCE MARK NO. 1.  FOLLOWING IS A NEW
 KW2953'AND COMPLETE DESCRIPTION.
 KW2953'
 KW2953'THE STATION IS LOCATED ABOUT 7.5 MILES WEST-NORTHWEST OF STATE
 KW2953'COLLEGE, 3 MILES NORTHEAST OF PORT MATILDA AND 1 MILE SOUTHEAST
 KW2953'OF THE JUNCTION OF U.S. HIGHWAYS 322 AND 220.  IT IS ON THE HIGHEST
 KW2953'POINT OF A CLEARED FIELD ON THE PROPERTY OF MR. ERNEST
 KW2953'JOHNSON.
 KW2953'
 KW2953'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 322 AND 220,
 KW2953'ABOUT 3 MILES NORTHEAST OF PORT MATILDA, GO EAST ON U.S. HIGHWAY
 KW2953'322 FOR 3.2 MILES TO A CROSSROAD, TURN RIGHT AND GO SOUTHWEST ON
 KW2953'STATE HIGHWAY 550 FOR 1.55 MILES TO A SIDE ROAD ON THE RIGHT, TURN
 KW2953'RIGHT AND GO NORTHWEST ON THE GRAVELED ROAD FOR 0.55 MILE TO A LOCKED
 KW2953'GATE, PASS THROUGH GATE AND CONTINUE NORTHWEST ON THE GRAVELED
 KW2953'ROAD FOR 0.2 MILE TO MR. JOHNSONS SUMMER HOME ON THE LEFT, TURN LEFT,
 KW2953'PASSING BETWEEN THE HOUSE AND UTILITY SHED FOR 0.05 MILE TO A
 KW2953'T-ROAD, TURN LEFT AND GO SOUTHWEST ON WOODS ROAD FOR 0.1 MILE TO A
 KW2953'CROSSROAD AT SADDLE OF HILL AND THE AZIMUTH MARK ON THE LEFT, TURN
 KW2953'RIGHT AND GO NORTH-NORTHWEST ACROSS CLEARED FIELD FOR 0.1
 KW2953'MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO WEST-SOUTHWEST ON A FIELD
 KW2953'ROAD FOR 0.15 MILE TO THE HIGHEST POINT OF HILL AND THE STATION.
 KW2953'
 KW2953'THE STATION MARK IS 162 FEET SOUTH-SOUTHEAST OF A 20-INCH TRIANGULAR
 KW2953'BLAZED OAK TREE AND 1 FOOT NORTH-NORTHWEST OF A METAL WITNESS
 KW2953'POST.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 KW2953'CONCRETE POST SET 8 INCHES UNDERGROUND AND IS STAMPED BALD 1938
 KW2953'1969.
 KW2953'
 KW2953'REFERENCE MARK NO 1 IS 111 FEET SOUTH-SOUTHEAST OF THE NORTH EDGE OF
 KW2953'WOODS AND 1.4 FEET SOUTH OF A METAL WITNESS POST.  THE MARK IS A
 KW2953'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 3
 KW2953'INCHES AND IS STAMPED BALD NO 1 1938.
 KW2953'
 KW2953'REFERENCE MARK NO. 3 IS 165 FEET NORTHWEST OF THE SOUTH EDGE OF WOODS
 KW2953'AND 0.8 FEET NORTHWEST OF A METAL WITNESS POST.  THE MARK IS A
 KW2953'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 1
 KW2953'INCH AND IS STAMPED BALD 1938 NO 3 1969.
 KW2953'
 KW2953'THE AZIMUTH MARK IS 22 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 KW2953'THE CROSSROAD AND 1.5 FEET NORTHEAST OF A METAL WITNESS POST.
 KW2953'THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 KW2953'PROJECTING 1 INCH AND IS STAMPED BALD 1938.
 KW2953'
 KW2953'HEIGHT OF LIGHT ABOVE STATION MARK 87.01 FEET.
 KW2953'
 KW2953'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES NORTHEAST
 KW2953'OF PORT MATILDA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2645 ***********************************************************************
 LY2645  DESIGNATION -  BALD RESET
 LY2645  PID         -  LY2645
 LY2645  STATE/COUNTY-  PA/PIKE
 LY2645  USGS QUAD   -  SHOHOLA (1994)
 LY2645
 LY2645                         *CURRENT SURVEY CONTROL
 LY2645  ___________________________________________________________________
 LY2645* NAD 83(1992)-  41 24 15.89511(N)    074 56 25.99261(W)     ADJUSTED  
 LY2645* NAVD 88     -       466.     (meters)    1529.     (feet)  SCALED    
 LY2645  ___________________________________________________________________
 LY2645  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 LY2645  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 LY2645
 LY2645  HORZ ORDER  -  FIRST
 LY2645
 LY2645.The horizontal coordinates were established by classical geodetic methods
 LY2645.and adjusted by the National Geodetic Survey in June 2002..
 LY2645
 LY2645.The orthometric height was scaled from a topographic map.
 LY2645
 LY2645.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2645
 LY2645.The geoid height was determined by GEOID03.
 LY2645
 LY2645;                    North         East     Units Scale Factor Converg.
 LY2645;SPC PA N     -   141,266.420   834,871.286   MT  0.99995687   +1 51 30.8
 LY2645;SPC PA N     -   463,471.58  2,739,073.54   sFT  0.99995687   +1 51 30.8
 LY2645;SPC NY E     -   285,550.215   113,165.072   MT  0.99991669   -0 17 28.9
 LY2645;SPC NY E     -   936,842.66    371,275.74   sFT  0.99991669   -0 17 28.9
 LY2645;UTM  18      - 4,583,654.283   504,968.858   MT  0.99960030   +0 02 21.5
 LY2645
 LY2645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2645!SPC PA N     -   0.99993194  x   0.99995687  =   0.99988881
 LY2645!SPC NY E     -   0.99993194  x   0.99991669  =   0.99984864
 LY2645!UTM  18      -   0.99993194  x   0.99960030  =   0.99953227
 LY2645
 LY2645:                Primary Azimuth Mark                     Grid Az
 LY2645:SPC PA N     -  BALD AZ MK                               140 33 47.6
 LY2645:SPC NY E     -  BALD AZ MK                               142 42 47.3
 LY2645:UTM  18      -  BALD AZ MK                               142 22 56.9
 LY2645
 LY2645|---------------------------------------------------------------------|
 LY2645| PID    Reference Object                     Distance      Geod. Az  |
 LY2645|                                                           dddmmss.s |
 LY2645| CB2688 BALD AZ MK                                         1422518.4 |
 LY2645| CB2689 BALD RM 1                            28.145 METERS 16944     |
 LY2645| CB2690 BALD RM 2                            13.627 METERS 26937     |
 LY2645|---------------------------------------------------------------------|
 LY2645
 LY2645                          SUPERSEDED SURVEY CONTROL
 LY2645
 LY2645  NAD 83(1996)-  41 24 15.89523(N)    074 56 25.99273(W) AD(       ) 1
 LY2645  NAD 83(1996)-  41 24 15.89535(N)    074 56 25.99334(W) AD(       ) 1
 LY2645  NAD 83(1986)-  41 24 15.89691(N)    074 56 25.99312(W) AD(       ) 1
 LY2645  NAD 27      -  41 24 15.57100(N)    074 56 27.38500(W) AD(       ) 1
 LY2645
 LY2645.Superseded values are not recommended for survey control.
 LY2645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2645.See file dsdata.txt to determine how the superseded data were derived.
 LY2645
 LY2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL0496983654(NAD 83)
 LY2645_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2645_SETTING: 80 = SET IN A BOULDER
 LY2645_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LY2645
 LY2645  HISTORY     - Date     Condition        Report By
 LY2645  HISTORY     - 1940     MONUMENTED       USGS
 LY2645
 LY2645                          STATION DESCRIPTION
 LY2645
 LY2645'DESCRIBED BY US GEOLOGICAL SURVEY 1940 (RJS)
 LY2645'ON A HIGH HILL KNOWN LOCALLY AS BALD HILL AND LOCATED ABOUT 10 MILES
 LY2645'SOUTHEAST FROM LACKAWAXEN AND 2 MILES NORTHEAST OF SHOHOLA FALLS.
 LY2645'THE HILL IS COVERED WITH A DENSE GROWTH OF SCRUB OAK AND A FEW DEAD
 LY2645'PINES.
 LY2645'
 LY2645'THE STATION IS MARKED BY A STANDARD U.S. GEOLOGICAL SURVEY DISK
 LY2645'TRIANGULATION STATION MARK, SET IN THE TOP OF A BOULDER WHICH
 LY2645'PROJECTS ABOUT 1 FOOT ABOVE THE SURFACE OF THE GROUND AND IS ABOUT
 LY2645'1-1/2 BY 3 FEET AT THE SURFACE OF THE GROUND.  NOTE 4.
 LY2645'
 LY2645'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK, STAMPED U.S.G.S.
 LY2645'BALD NO 1 1940 SET IN A CONCRETE POST ABOUT 10 INCHES SQUARE
 LY2645'AND PROJECTING ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 LY2645'LOCATED ON THE EAST EDGE OF THE CLEARED ROAD LEADING TO THE
 LY2645'STATION.  NOTE 11A.
 LY2645'
 LY2645'REFERENCE MARK NO. 2 IS A STANDARD DISK REFERENCE MARK, STAMPED
 LY2645'U.S.G.S. BALD NO 2 1940.  IT IS SET SOUTHWEST OF THE STATION IN A
 LY2645'BOULDER ABOUT 1 FOOT IN DIAMETER AT THE SURFACE OF THE GROUND AND
 LY2645'PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.  NOTE 12C.
 LY2645'
 LY2645'AZIMUTH MARK IS A STANDARD DISK SET IN A CONCRETE MONUMENT ABOUT 10
 LY2645'INCHES SQUARE AND PROJECTING ABOUT 6 INCHES ABOVE THE SURFACE OF
 LY2645'THE GROUND.  IT IS LOCATED 1 MILE SOUTHEAST OF THE STATION JUST
 LY2645'INSIDE THE YARD FENCE OF THE SHIELDS FARM HOME.  THIS IS THE ONLY
 LY2645'FARM PASSED AFTER LEAVING U.S. HIGHWAY 6 ENROUTE TO THE STATION.
 LY2645'NOTE 11A.
 LY2645'
 LY2645'TO REACH FROM THE JUNCTION IN MILFORD, OF U.S. HIGHWAY 209 AND 6 GO
 LY2645'WEST ON HIGHWAY 6 FOR 8.0 MILES TO A DIRT ROAD FORK RIGHT, JUST
 LY2645'BEFORE ARRIVING AT WEHINGERS SERVICE STATION AND 0.35 MILE AFTER
 LY2645'PASSING RED BROOK FARM SERVICE STATION AND TOURIST CAMP, THENCE
 LY2645'LEAVE U.S. HIGHWAY 6, TURN RIGHT AND FOLLOW DIRT ROAD FOR 1.4 MILES
 LY2645'TO THE SHIELDS FARM (AZIMUTH MARK ON LEFT), THENCE CONTINUE 0.6
 LY2645'MILE TO A VERY DIM SHARP LEFT FORK, TRIANGLE BLAZE ON AN 8-INCH MAPLE
 LY2645'TREE TO THE RIGHT OF THE ROAD AND A TRIANGLE BLAZE ON AN 8-INCH
 LY2645'BLACK BIRCH TO THE LEFT OF THE ROAD.  THIS POINT IS ABOUT 50 YARDS
 LY2645'BEYOND A CURVE IN THE ROAD.  HERE TURN SHARP LEFT ONTO AN OLD LOGGING
 LY2645'ROAD, VERY DIM, AND TRAVEL WEST AND NORTHWESTERLY 1.4 MILES TO
 LY2645'HIGHEST POINT AND STATION SITE.  THIS ROAD HAS BEEN RECENTLY BRUSHED
 LY2645'AND SHOULD REMAIN QUITE CLEAR FOR SEVERAL YEARS.
 LY2645'
 LY2645'THE ORIGINAL DISK STATION MARK WAS RESET IN 1940.  THE NAME OF THE
 LY2645'STATION IS NOT STAMPED ON THE DISK.  A WHITE POST WAS PUT AT THE
 LY2645'STATION MARK.
 LY2645'
 LY2645'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1655 ***********************************************************************
 LZ1655  DESIGNATION -  BALDWIN
 LZ1655  PID         -  LZ1655
 LZ1655  STATE/COUNTY-  PA/TIOGA
 LZ1655  USGS QUAD   -  TIOGA (1986)
 LZ1655
 LZ1655                         *CURRENT SURVEY CONTROL
 LZ1655  ___________________________________________________________________
 LZ1655* NAD 83(1992)-  41 56 41.99123(N)    077 10 43.36383(W)     ADJUSTED  
 LZ1655* NAVD 88     -       559.5    (meters)    1836.     (feet)  VERTCON   
 LZ1655  ___________________________________________________________________
 LZ1655  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 LZ1655  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 LZ1655
 LZ1655  HORZ ORDER  -  FIRST
 LZ1655
 LZ1655.The horizontal coordinates were established by classical geodetic methods
 LZ1655.and adjusted by the National Geodetic Survey in June 2002..
 LZ1655
 LZ1655.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1655
 LZ1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1655
 LZ1655.The geoid height was determined by GEOID03.
 LZ1655
 LZ1655;                    North         East     Units Scale Factor Converg.
 LZ1655;SPC PA N     -   197,652.014   647,371.988   MT  0.99999919   +0 22 40.5
 LZ1655;SPC PA N     -   648,463.32  2,123,919.60   sFT  0.99999919   +0 22 40.5
 LZ1655;SPC NY C     -   216,156.526   200,632.943   MT  0.99996748   -0 23 52.7
 LZ1655;SPC NY C     -   709,173.54    658,243.25   sFT  0.99996748   -0 23 52.7
 LZ1655;UTM  18      - 4,645,965.087   319,404.227   MT  1.00000134   -1 27 24.1
 LZ1655
 LZ1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1655!SPC PA N     -   0.99991733  x   0.99999919  =   0.99991653
 LZ1655!SPC NY C     -   0.99991733  x   0.99996748  =   0.99988482
 LZ1655!UTM  18      -   0.99991733  x   1.00000134  =   0.99991867
 LZ1655
 LZ1655:                Primary Azimuth Mark                     Grid Az
 LZ1655:SPC PA N     -  BALDWIN AZ MK                            188 44 58.9
 LZ1655:SPC NY C     -  BALDWIN AZ MK                            189 31 32.1
 LZ1655:UTM  18      -  BALDWIN AZ MK                            190 35 03.5
 LZ1655
 LZ1655|---------------------------------------------------------------------|
 LZ1655| PID    Reference Object                     Distance      Geod. Az  |
 LZ1655|                                                           dddmmss.s |
 LZ1655| CK6564 BALDWIN AZ MK                                      1890739.4 |
 LZ1655| CK6565 BALDWIN RM 1                         82.997 METERS 24537     |
 LZ1655| CK6566 BALDWIN RM 2                        105.872 METERS 30948     |
 LZ1655|---------------------------------------------------------------------|
 LZ1655
 LZ1655                          SUPERSEDED SURVEY CONTROL
 LZ1655
 LZ1655  NAD 83(1996)-  41 56 41.99035(N)    077 10 43.36385(W) AD(       ) 1
 LZ1655  NAD 83(1986)-  41 56 41.99313(N)    077 10 43.35933(W) AD(       ) 1
 LZ1655  NAD 27      -  41 56 41.72800(N)    077 10 44.45400(W) AD(       ) 1
 LZ1655  NGVD 29 (07/19/86)  559.6    (m)         1836.     (f) VERT ANG       
 LZ1655
 LZ1655.Superseded values are not recommended for survey control.
 LZ1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1655.See file dsdata.txt to determine how the superseded data were derived.
 LZ1655
 LZ1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM1940445965(NAD 83)
 LZ1655_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1655
 LZ1655  HISTORY     - Date     Condition        Report By
 LZ1655  HISTORY     - 1929     MONUMENTED       CGS
 LZ1655  HISTORY     - 1939     SEE DESCRIPTION  CGS
 LZ1655
 LZ1655                          STATION DESCRIPTION
 LZ1655
 LZ1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 LZ1655'THIS STATION IS IN LAWRENCE TOWNSHIP, ABOUT 2-1/4 MILES SE OF
 LZ1655'TOMPKINS AND 3-1/2 MILES NW OF TIOGA, ABOUT 1/4 MILE N OF A
 LZ1655'DESERTED HOUSE ON PROPERTY BELONGING TO JESSE SMITH, OF TIOGA.  THE
 LZ1655'STATION IS ON THE TOP OF A HILL THAT IS BARE ON TOP.  THE
 LZ1655'SLOPES OF THE HILL ARE WOODED TO THE N, W, AND E.  THE TOPS OF THE
 LZ1655'TREES ON THE SLOPES ARE HIGHER THAN THE TOP OF THE HILL.
 LZ1655'THE TOP OF THE HILL WAS FORMERLY CULTIVATED, BUT IS NOW GROWN UP WITH
 LZ1655'WEEDS AND SMALL BUSHES.  THE STATION IS ABOUT TWICE AS FAR
 LZ1655'FROM THE WOODS ON THE W SIDE OF THE HILL AS FROM THOSE
 LZ1655'ON THE E.
 LZ1655'
 LZ1655'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 LZ1655'CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.  THE SURFACE
 LZ1655'MARK IS ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 LZ1655'
 LZ1655'SUBSURFACE MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 LZ1655'BEDROCK, AS DESCRIBED IN NOTE 8A.
 LZ1655'
 LZ1655'REFERENCE MARK NO. 1 IS ABOUT 5 INCHES ABOVE THE SURFACE OF THE
 LZ1655'GROUND AND REFERENCE MARK NO. 2 IS ABOUT 9 INCHES ABOVE
 LZ1655'THE SURFACE OF THE GROUND.  BOTH MARKS ARE ALONG THE WOODS TO THE W
 LZ1655'OF THE STATION.
 LZ1655'
 LZ1655'TO REACH THE STATION FROM TOMPKINS, TAKE ROAD ACROSS RIVER TO STATE
 LZ1655'ROAD 49.  GO E ABOUT 100 YARDS ON ROUTE 49, THEN TURN RIGHT
 LZ1655'JUST E OF A YELLOW CHURCH AND FOLLOW ROAD TO SOUTHWARD ALONG BALDWIN
 LZ1655'CREEK 0.6 MILE TO A FORKS WHICH IS JUST S OF A BRIDGE.
 LZ1655'HERE TAKE LEFT FORK AND GO 1.7 MILES TO ROAD INTERSECTION.  HERE MAKE
 LZ1655'SHARP TURN TO LEFT, AND GO 0.6 MILE.  HERE MAKE ANOTHER
 LZ1655'LEFT TURN AND GO 0.2 MILE TO OLD DESERTED HOUSE ON RIDGE.  PASS HOUSE
 LZ1655'AND CONTINUE ON 1/4 MILE TO NORTHWARD TO TOP OF HILL AND
 LZ1655'STATION.
 LZ1655'
 LZ1655'HEIGHT OF SIGNAL ABOVE STATION MARK 16 METERS.
 LZ1655
 LZ1655                          STATION RECOVERY (1939)
 LZ1655
 LZ1655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 LZ1655'STATION IS LOCATED ABOUT 2-1/2 MILES SE OF TOMPKINS AND ABOUT 3-1/2
 LZ1655'MILES NW OF TIOGA ON THE TOP OF A HILL ON THE PROPERTY OF
 LZ1655'JESSE SMITH, OF TIOGA.  STATION IS IN A CLEARING ON THE HILL THAT IS
 LZ1655'COVERED WITH TREES.
 LZ1655'
 LZ1655'STATION AND REFERENCE MARKS, FOUND IN GOOD CONDITION, ARE STAMPED
 LZ1655'BALDWIN 1929.
 LZ1655'
 LZ1655'REFERENCE MARK NO. 1 IS ABOUT 9 INCHES ABOVE THE SURFACE OF THE
 LZ1655'GROUND AND ON THE E EDGE OF OLD ROAD.  REFERENCE
 LZ1655'MARK NO. 2 IS ABOUT 5 INCHES ABOVE SURFACE AND ON THE E EDGE OF OLD
 LZ1655'ROAD.
 LZ1655'
 LZ1655'AZIMUTH MARK IS ABOUT 3/4 MILE S OF THE STATION ON THE W SIDE OF THE
 LZ1655'ROAD ON TOP OF HILL.  IT IS STAMPED BALDWIN 1939.
 LZ1655'
 LZ1655'STATION IS REACHED AS FOLLOWS- FROM THE MAIN STREET IN THE BUSINESS
 LZ1655'DISTRICT, GO N ON U.S. HIGHWAY 15, TO THE FIRST STREET ON
 LZ1655'THE W, TURN LEFT (W) AND FOLLOW MAIN ROAD 4.0 MILES TO A T-ROAD AT
 LZ1655'THE BOTTOM OF THE HILL, CONTINUE STRAIGHT AHEAD 0.2
 LZ1655'MILE TO AN OLD ROAD ON LEFT ON THE TOP OF THE HILL, TURN LEFT AND GO
 LZ1655'UPHILL BETWEEN OLD BARN SITE AND WELL THAT IS
 LZ1655'ABANDONED ABOUT 0.3 MILE TO TOP OF HILL AND STATION.
 LZ1655'
 LZ1655'KEENEY IS VISIBLE FROM THE GROUND.  ALL OTHER STATIONS TO THE N NEED
 LZ1655'37-FOOT TOWER.
 LZ1655'
 LZ1655'THE DISTANCE TO THE REFERENCE MARKS FAILED TO CHECK.
 LZ1655'
 LZ1655'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1688 ***********************************************************************
 LZ1688  DESIGNATION -  BALDWIN
 LZ1688  PID         -  LZ1688
 LZ1688  STATE/COUNTY-  PA/TIOGA
 LZ1688  USGS QUAD   -  ASAPH (1969)
 LZ1688
 LZ1688                         *CURRENT SURVEY CONTROL
 LZ1688  ___________________________________________________________________
 LZ1688* NAD 83(1992)-  41 49 44.51194(N)    077 23 28.11495(W)     ADJUSTED  
 LZ1688* NAVD 88     -       707.3    (meters)    2321.     (feet)  VERTCON   
 LZ1688  ___________________________________________________________________
 LZ1688  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 LZ1688  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 LZ1688
 LZ1688  HORZ ORDER  -  FIRST
 LZ1688
 LZ1688.The horizontal coordinates were established by classical geodetic methods
 LZ1688.and adjusted by the National Geodetic Survey in June 2002..
 LZ1688
 LZ1688.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1688
 LZ1688.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1688
 LZ1688.The geoid height was determined by GEOID03.
 LZ1688
 LZ1688;                    North         East     Units Scale Factor Converg.
 LZ1688;SPC PA N     -   184,677.135   629,810.421   MT  0.99998260   +0 14 14.6
 LZ1688;SPC PA N     -   605,894.90  2,066,303.02   sFT  0.99998260   +0 14 14.6
 LZ1688;UTM  18      - 4,633,558.139   301,435.549   MT  1.00008520   -1 35 42.7
 LZ1688
 LZ1688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1688!SPC PA N     -   0.99989412  x   0.99998260  =   0.99987672
 LZ1688!UTM  18      -   0.99989412  x   1.00008520  =   0.99997931
 LZ1688
 LZ1688|---------------------------------------------------------------------|
 LZ1688| PID    Reference Object                     Distance      Geod. Az  |
 LZ1688|                                                           dddmmss.s |
 LZ1688| LZ1687 MARK UNDER CENTER FIRE TOWER 802     11.278 METERS 07700     |
 LZ1688| CK6570 BALDWIN RM 4                         14.122 METERS 07757     |
 LZ1688| LZ1653 PAT JR                              APPROX.19.6 KM 0835832.9 |
 LZ1688| CK6567 BALDWIN RM 1                         21.370 METERS 13947     |
 LZ1688| CK6568 BALDWIN RM 2                         24.561 METERS 27152     |
 LZ1688| CK6569 BALDWIN RM 3                         23.507 METERS 34914     |
 LZ1688|---------------------------------------------------------------------|
 LZ1688
 LZ1688                          SUPERSEDED SURVEY CONTROL
 LZ1688
 LZ1688  NAD 83(1996)-  41 49 44.50958(N)    077 23 28.11816(W) AD(       ) 1
 LZ1688  NAD 83(1986)-  41 49 44.51065(N)    077 23 28.11460(W) AD(       ) 1
 LZ1688  NAD 27      -  41 49 44.25283(N)    077 23 29.18980(W) AD(       ) 1
 LZ1688  NGVD 29 (07/19/86)  707.4    (m)         2321.     (f) VERT ANG       
 LZ1688
 LZ1688.Superseded values are not recommended for survey control.
 LZ1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1688.See file dsdata.txt to determine how the superseded data were derived.
 LZ1688
 LZ1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM0143633558(NAD 83)
 LZ1688_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1688_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LZ1688
 LZ1688  HISTORY     - Date     Condition        Report By
 LZ1688  HISTORY     - 1933     MONUMENTED       CGS
 LZ1688  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LZ1688  HISTORY     - 20010817 MARK NOT FOUND   INDIV
 LZ1688
 LZ1688                          STATION DESCRIPTION
 LZ1688
 LZ1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 LZ1688'STATION IS ABOUT 8 MILES NW OF WELLSBORO, ON STATE LAND AND AT THE
 LZ1688'BALDWIN FIRE LOOKOUT TOWER.  THE MARK IS 37 FEET W OF THE CENTER OF
 LZ1688'THE TOWER (NO. 802), 27 FEET E OF THE NE CORNER OF A SMALL WHITE
 LZ1688'HOUSE AND 22 FEET SW OF A TELEPHONE POLE. THE MARK PROJECTS 2 INCHES.
 LZ1688'
 LZ1688'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 LZ1688'SET IN CONCRETE, AS DESCRIBED IN NOTES 1B, 7A AND 11B.
 LZ1688'
 LZ1688'REFERENCE MARK NO. 1 IS SE OF THE STATION ACROSS PICNIC GROUNDS AND
 LZ1688'AT THE EDGE OF THE WOODS.  IT PROJECTS 8 INCHES.  REFERENCE MARK
 LZ1688'NO. 2 IS W OF THE STATION AT EDGE OF WOODS AND 9 FEET W OF THE CENTER
 LZ1688'LINE OF A ROAD LEADING N.  IT PROJECTS 12 INCHES.
 LZ1688'
 LZ1688'A U.S.G.S. MARK IS CENTERED BENEATH THE FIRE TOWER AND IS A STANDARD
 LZ1688'DISK SET IN A STONE MONUMENT.
 LZ1688'
 LZ1688'TO REACH THE STATION FROM WELLSBORO, FOLLOW U.S. HIGHWAY 6, TO ITS
 LZ1688'JUNCTION WITH HIGHWAY 84, FOLLOW HIGHWAY 84 N 0.7 MILE TO THE
 LZ1688'BALDWIN CREEK ROAD, THERE IS A SIGN HERE POINTING TO THE BALDWIN FIRE
 LZ1688'TOWER, FOLLOW THIS ROAD 6 MILES TO THE TOWER AND STATION.
 LZ1688'
 LZ1688'A 103-FOOT TOWER IS NECESSARY TO SEE 4-FOOT STAND AT SCOTT.
 LZ1688
 LZ1688                          STATION RECOVERY (1968)
 LZ1688
 LZ1688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WMJ)
 LZ1688'THE STATION MARK WAS RECOVERED AS DESCRIBED.  REFERENCE MARKS NO. 1
 LZ1688'AND NO. 2 WERE DESTROYED BY VANDALS.  THE FIRE TOWER HAS BEEN
 LZ1688'TORN DOWN AND THE U.S.G.S. COULD NOT BE FOUND.  REFERENCE MARKS NO. 3
 LZ1688'AND NO. 4 WERE ESTABLISHED AT THIS TIME.  FOLLOWING IS A NEW AND
 LZ1688'COMPLETE DESCRIPTION.
 LZ1688'
 LZ1688'THE STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF WELLSBORO, 5.5
 LZ1688'MILES NORTH-NORTHEAST OF ANSONIA AND ON STATE OWNED LAND.
 LZ1688'
 LZ1688'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 LZ1688'HIGHWAY 362, IN ANSONIA, GO NORTHEAST ON U.S.  HIGHWAY 6 FOR
 LZ1688'2.4 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT, CROSSING BRIDGE, AND
 LZ1688'GO NORTH ON THE PAVED ROAD FOR 0.2 MILE TO A CROSSROAD, CONTINUE
 LZ1688'NORTH ON A GRAVELED ROAD FOR 4.0 MILES TO A T-ROAD AT THE TOP OF
 LZ1688'MOUNTAIN, TURN RIGHT AND GO SOUTHEAST ON THE GRAVELED ROAD FOR
 LZ1688'1.05 MILES TO AN OFF-SET CROSSROAD, TURN LEFT AND GO NORTH ON THE
 LZ1688'GRAVELED ROAD FOR 0.15 MILE TO THE TOP OF HILL AND THE STATION.
 LZ1688'
 LZ1688'THE STATION MARK IS 15 FEET EAST OF AN 8-INCH TRIANGULAR BLAZED PINE
 LZ1688'TREE, 8 FEET WEST OF THE APPROXIMATE CENTER OF THE TRACK ROAD AND
 LZ1688'4.8 FEET NORTH-NORTHEAST OF A METAL WITNESS POST.  THE MARK IS A
 LZ1688'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 2
 LZ1688'INCHES AND IS STAMPED BALDWIN 1933.  NOTE 1B 7A.
 LZ1688'
 LZ1688'REFERENCE MARK NO. 3 IS 34 FEET WEST-NORTHWEST OF THE APPROXIMATE
 LZ1688'CENTER OF THE TRACK ROAD AND 8 FEET SOUTHWEST OF A 14-INCH
 LZ1688'TRIANGULAR BLAZED OAK TREE.  THE MARK IS A STANDARD DISK CEMENTED IN
 LZ1688'A DRILL HOLE IN A BOULDER SET FLUSH WITH THE GROUND AND IS STAMPED
 LZ1688'BALDWIN NO 3 1933 1968.  NOTE 12C.
 LZ1688'
 LZ1688'REFERENCE MARK NO. 4 IS 48.2 FEET EAST-NORTHEAST OF THE METAL WITNESS
 LZ1688'POST AND 36 FEET EAST OF THE APPROXIMATE CENTER OF THE TRACK ROAD.
 LZ1688'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 LZ1688'SOUTHEAST CONCRETE FOUNDATION OF THE TORN DOWN FIRE TOWER AND IS
 LZ1688'STAMPED BALDWIN NO 4 1933 1968.
 LZ1688'
 LZ1688'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 LZ1688'
 LZ1688'HEIGHT OF LIGHT ABOVE STATION MARK 87.3 FEET.
 LZ1688'
 LZ1688'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-5.5 MILES
 LZ1688'NORTH-NORTHEAST OF ANSONIA
 LZ1688
 LZ1688                          STATION RECOVERY (2001)
 LZ1688
 LZ1688'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (SB)
 LZ1688'STATION, RM3 AND 4  ARE GONE. THE ONLY MARK FROM 1968
 LZ1688'DESCRIPTION IS THE DRILL MARK FOR RM4 IN CONCRETE FOUNDATION OF THE
 LZ1688'TORN DOWN FIRE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3739 ***********************************************************************
 KV3739  DESIGNATION -  BALDWIN SCHOOL FINIAL
 KV3739  PID         -  KV3739
 KV3739  STATE/COUNTY-  PA/MONTGOMERY
 KV3739  USGS QUAD   -  NORRISTOWN (1992)
 KV3739
 KV3739                         *CURRENT SURVEY CONTROL
 KV3739  ___________________________________________________________________
 KV3739* NAD 83(1992)-  40 01 22.75999(N)    075 18 45.90911(W)     ADJUSTED  
 KV3739* NAVD 88     -                                                        
 KV3739  ___________________________________________________________________
 KV3739  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 KV3739  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KV3739
 KV3739  HORZ ORDER  -  THIRD
 KV3739
 KV3739.The horizontal coordinates were established by classical geodetic methods
 KV3739.and adjusted by the National Geodetic Survey in June 2002..
 KV3739
 KV3739
 KV3739.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3739
 KV3739.The geoid height was determined by GEOID03.
 KV3739
 KV3739;                    North         East     Units Scale Factor Converg.
 KV3739;SPC PA S     -    79,446.437   808,027.075   MT  0.99998719   +1 34 52.6
 KV3739;SPC PA S     -   260,650.52  2,651,002.16   sFT  0.99998719   +1 34 52.6
 KV3739;UTM  18      - 4,430,355.607   473,312.470   MT  0.99960877   -0 12 04.1
 KV3739
 KV3739                          SUPERSEDED SURVEY CONTROL
 KV3739
 KV3739  NAD 83(1996)-  40 01 22.76011(N)    075 18 45.90932(W) AD(       ) 4
 KV3739  NAD 83(1991)-  40 01 22.75784(N)    075 18 45.91198(W) AD(       ) 4
 KV3739  NAD 83(1986)-  40 01 22.75373(N)    075 18 45.91897(W) AD(       ) 4
 KV3739  NAD 27      -  40 01 22.34000(N)    075 18 47.26000(W) AD(       ) 3
 KV3739
 KV3739.Superseded values are not recommended for survey control.
 KV3739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3739.See file dsdata.txt to determine how the superseded data were derived.
 KV3739
 KV3739_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7331230356(NAD 83)
 KV3739_MARKER: 82 = FINIAL
 KV3739
 KV3739  HISTORY     - Date     Condition        Report By
 KV3739  HISTORY     - 1937     FIRST OBSERVED   CGS
 KV3739  HISTORY     - 20010331 GOOD             NGS
 KV3739
 KV3739                          STATION DESCRIPTION
 KV3739
 KV3739'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (CIA)
 KV3739'STATION IS THE FINIAL OF THE HIGHEST CONICAL TURRET ON THE ROOF OF
 KV3739'THE BALDWIN SCHOOL N OF MONTGOMERY AVENUE, BETWEEN MORRIS
 KV3739'AVENUE AND RADNOR STREET.  THE TURRET, AS WELL AS THE ROOF AND THE
 KV3739'SMALLER TURRETS, IS RED AND HAS A COPPER GREEN LOUVERED DORMER
 KV3739'OPENING ON TWO SIDES NEAR THE TOP.
 KV3739
 KV3739                          STATION RECOVERY (2001)
 KV3739
 KV3739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV3739'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3799 ***********************************************************************
 KV3799  DESIGNATION -  BALLY
 KV3799  PID         -  KV3799
 KV3799  STATE/COUNTY-  PA/BERKS
 KV3799  USGS QUAD   -  EAST GREENVILLE (1992)
 KV3799
 KV3799                         *CURRENT SURVEY CONTROL
 KV3799  ___________________________________________________________________
 KV3799* NAD 83(1992)-  40 25 05.05120(N)    075 35 54.06846(W)     ADJUSTED  
 KV3799* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 KV3799  ___________________________________________________________________
 KV3799  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 KV3799  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 KV3799
 KV3799  HORZ ORDER  -  SECOND
 KV3799
 KV3799.The horizontal coordinates were established by classical geodetic methods
 KV3799.and adjusted by the National Geodetic Survey in June 2002..
 KV3799
 KV3799.The orthometric height was scaled from a topographic map.
 KV3799
 KV3799.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3799
 KV3799.The geoid height was determined by GEOID03.
 KV3799
 KV3799;                    North         East     Units Scale Factor Converg.
 KV3799;SPC PA S     -   122,668.063   782,586.627   MT  0.99995966   +1 23 45.5
 KV3799;SPC PA S     -   402,453.47  2,567,536.29   sFT  0.99995966   +1 23 45.5
 KV3799;UTM  18      - 4,474,332.414   449,237.521   MT  0.99963172   -0 23 16.6
 KV3799
 KV3799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3799!SPC PA S     -   0.99995715  x   0.99995966  =   0.99991682
 KV3799!UTM  18      -   0.99995715  x   0.99963172  =   0.99958889
 KV3799
 KV3799:                Primary Azimuth Mark                     Grid Az
 KV3799:SPC PA S     -  BALLY AZ MK                              007 12 52.3
 KV3799:UTM  18      -  BALLY AZ MK                              008 59 54.4
 KV3799
 KV3799|---------------------------------------------------------------------|
 KV3799| PID    Reference Object                     Distance      Geod. Az  |
 KV3799|                                                           dddmmss.s |
 KV3799| CB2691 BALLY AZ MK                                        0083637.8 |
 KV3799| KV3608 ALLENTOWN AIRWAY BEACON             APPROX.20.2 KM 0371603.8 |
 KV3799| KV3807 FANCY                               APPROX.12.6 KM 2200326.4 |
 KV3799|---------------------------------------------------------------------|
 KV3799
 KV3799                          SUPERSEDED SURVEY CONTROL
 KV3799
 KV3799  NAD 83(1996)-  40 25 05.04709(N)    075 35 54.07151(W) AD(       ) 2
 KV3799  NAD 83(1986)-  40 25 05.04640(N)    075 35 54.07302(W) AD(       ) 2
 KV3799  NAD 27      -  40 25 04.69700(N)    075 35 55.40300(W) AD(       ) 2
 KV3799
 KV3799.Superseded values are not recommended for survey control.
 KV3799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3799.See file dsdata.txt to determine how the superseded data were derived.
 KV3799
 KV3799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK4923874332(NAD 83)
 KV3799_MARKER: DS = TRIANGULATION STATION DISK
 KV3799_SETTING: 80 = SET IN A BOULDER
 KV3799_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KV3799_STAMPING: BALLY 1942
 KV3799_MARK LOGO: CGS   
 KV3799_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3799_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV3799+STABILITY: POSITION/ELEVATION WELL
 KV3799_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3799+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2003
 KV3799
 KV3799  HISTORY     - Date     Condition        Report By
 KV3799  HISTORY     - 1942     MONUMENTED       CGS
 KV3799  HISTORY     - 1959     GOOD             CGS
 KV3799  HISTORY     - 20000301 GOOD             PADT
 KV3799  HISTORY     - 20011231 GOOD             USPSQD
 KV3799  HISTORY     - 20031223 GOOD             USPSQD
 KV3799
 KV3799                          STATION DESCRIPTION
 KV3799
 KV3799'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KV3799'STATION IS LOCATED ON THE TOP OF A HIGH, FLAT, PARTLY BARE HILL, 1.5
 KV3799'MILES N BY W OF BALLY.  STATION IS ON LAND OWNED BY MR. WILLIAM
 KV3799'BERGMAN.  STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN A
 KV3799'BOULDER ABOUT 5 FEET LONG AND 2.5 FEET ACROSS WHICH PROJECTS ABOUT 8
 KV3799'INCHES.  MARK IS 6 PACES N OF THE POWER LINE, ABOUT 16 PACES N OF THE
 KV3799'ROAD, AND ABOUT 50 YARDS NE OF THE FORK FROM THE ROAD.  MARK IS
 KV3799'STAMPED BALLY 1942.
 KV3799'
 KV3799'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE IN A
 KV3799'LARGE BOULDER ABOUT 3 FEET ACROSS AND PROJECTING ABOUT 8 INCHES.
 KV3799'MARK IS 3 PACES SE OF AN OLD STONE WALL AND IS STAMPED BALLY NO. 1
 KV3799'1942.
 KV3799'
 KV3799'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE IN A
 KV3799'SMALL BOULDER WHICH PROJECTS ABOUT 6 INCHES, BOULDER IS ABOUT 3
 KV3799'PACES NORTHERLY FROM THE POWER LINE, AND IS ONE OF A GROUP OF 4.
 KV3799'MARK IS STAMPED BALLY NO. 2 1942.
 KV3799'
 KV3799'AZIMUTH MARK IS ABOUT 0.3 MILE N OF THE STATION ON THE EDGE OF THE
 KV3799'WOODS LINE, AND ABOUT 2K PACES W OF THE NE EDGE OF THE FIELD,
 KV3799'ABOUT 3 FEET S OF THE WOODS LINE IN AN UNCULTIVATED FIELD.  MARK IS A
 KV3799'STANDARD DISK SET IN A DRILL HOLE IN A BOULDER ABOUT 3 FEET BY 2
 KV3799'FEET AND IS STAMPED BALLY 1942.  MARK IS PRACTICALLY ON LINE WITH
 KV3799'REFERENCE MARK NO. 1.
 KV3799'
 KV3799'TO REACH THE STATION FROM THE CROSSROADS IN BALLY AT THE FIRST
 KV3799'NATIONAL BANK GO W ON A PAVED ROAD UP THE MOUNTAIN FOR 1.35 MILES
 KV3799'TO A SIDE ROAD RIGHT JUST AFTER TOPPING THE HILL, TURN RIGHT AND GO N
 KV3799'ON A GRAVEL ROAD FOR 0.3 MILE TO CROSS ROAD AND MR. BERGMANS HOUSE
 KV3799'ON THE LEFT, CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO A DIM FORKS
 KV3799'LEFT, TURN LEFT FOR ABOUT 10 YARDS AND THEN RIGHT FOR ABOUT 35 YARDS
 KV3799'TO THE STATION ON THE LEFT.
 KV3799'
 KV3799'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 KV3799
 KV3799                          STATION RECOVERY (1959)
 KV3799
 KV3799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 KV3799'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  AZIMUTH
 KV3799'MARK SEARCHED FOR BUT NOT RECOVERED.  FIELD MENTIONED IN DESCRIPTION
 KV3799'HAS BEEN CLEARED AND IS NOW A ORCHARD.  ANGLE BETWEEN REFERENCE MARKS
 KV3799'AND DISTANCES TO REFERENCE MARKS CHECKED AND VERIFIED.
 KV3799'DESCRIPTION ADEQUATE AND CORRECT.
 KV3799
 KV3799                          STATION RECOVERY (2000)
 KV3799
 KV3799'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 KV3799'TO REACH STATION FROM THE CROSSROADS IN BALLY SR100 AND NORTH SEVENTH
 KV3799'STREET GO WEST ON NORTH SEVENTH STREET FOR 1.35 MI (2.17 KM) TO A SIDE
 KV3799'ROAD, HILLCREST ROUTE, TURN RIGHT FOR APPROXIMATELY 0.1 MI (0.2 KM) .
 KV3799'STATION IS ON LEFT, 60 FT (18.3 M) FROM CENTER OF ROAD.
 KV3799
 KV3799                          STATION RECOVERY (2001)
 KV3799
 KV3799'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV3799'RECOVERED IN GOOD CONDITION.
 KV3799
 KV3799                          STATION RECOVERY (2003)
 KV3799
 KV3799'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEQ)
 KV3799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV6080 ***********************************************************************
 JV6080  DESIGNATION -  BALTIMORE ELMIRA AIRWAY BCN 3
 JV6080  PID         -  JV6080
 JV6080  STATE/COUNTY-  PA/YORK
 JV6080  USGS QUAD   -  GLEN ROCK (1984)
 JV6080
 JV6080                         *CURRENT SURVEY CONTROL
 JV6080  ___________________________________________________________________
 JV6080* NAD 83(1992)-  39 46 39.73733(N)    076 40 47.98764(W)     ADJUSTED  
 JV6080* NAVD 88     -                                                        
 JV6080  ___________________________________________________________________
 JV6080  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 JV6080  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 JV6080
 JV6080  HORZ ORDER  -  THIRD
 JV6080
 JV6080.The horizontal coordinates were established by classical geodetic methods
 JV6080.and adjusted by the National Geodetic Survey in June 2002..
 JV6080
 JV6080
 JV6080.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV6080
 JV6080.The geoid height was determined by GEOID03.
 JV6080
 JV6080;                    North         East     Units Scale Factor Converg.
 JV6080;SPC PA S     -    49,896.271   691,667.642   MT  1.00002798   +0 41 39.2
 JV6080;SPC PA S     -   163,701.35  2,269,246.26   sFT  1.00002798   +0 41 39.2
 JV6080;SPC MD       -   234,397.108   427,416.698   MT  1.00007378   +0 12 03.0
 JV6080;SPC MD       -   769,017.85  1,402,282.95   sFT  1.00007378   +0 12 03.0
 JV6080;UTM  18      - 4,404,434.845   356,128.284   MT  0.99985483   -1 04 30.2
 JV6080
 JV6080                          SUPERSEDED SURVEY CONTROL
 JV6080
 JV6080  NAD 83(1991)-  39 46 39.73496(N)    076 40 47.98821(W) AD(       ) 4
 JV6080  NAD 83(1986)-  39 46 39.73043(N)    076 40 47.99042(W) AD(       ) 4
 JV6080  NAD 27      -  39 46 39.35800(N)    076 40 49.09100(W) AD(       ) 3
 JV6080
 JV6080.Superseded values are not recommended for survey control.
 JV6080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV6080.See file dsdata.txt to determine how the superseded data were derived.
 JV6080
 JV6080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK5612804435(NAD 83)
 JV6080_MARKER: 22 = AIRWAY BEACON
 JV6080
 JV6080  HISTORY     - Date     Condition        Report By
 JV6080  HISTORY     - 1939     FIRST OBSERVED   CGS
 JV6080  HISTORY     - 1942     GOOD             CGS
 JV6080  HISTORY     - 20041008 MARK NOT FOUND   GEOCAC
 JV6080
 JV6080                          STATION DESCRIPTION
 JV6080
 JV6080'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JV6080'THIS STATION IS AN AIRWAY BEACON LOCATED 300 FEET N OF THE N
 JV6080'CORPORATION LIMIT OF THE VILLAGE OF SHREWSBURY,
 JV6080'PENNSYLVANIA, AND 20 FEET W OF CENTER LINE OF U.S. ROUTE 111 ON
 JV6080'PROPERTY OWNED BY JESSE SMITH OF SHREWSBURY.
 JV6080'
 JV6080'THE BEACON IS A STANDARD RED AND WHITE AIRWAY BEACON WITH DIRECTION
 JV6080'LIGHTS POINT WNW AND ESE.
 JV6080
 JV6080                          STATION RECOVERY (1942)
 JV6080
 JV6080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (PLB)
 JV6080'THIS INTERSECTION STATION IS THE BALTIMORE-ELMIRA AIRWAY BEACON NO 3,
 JV6080'1939 LOCATED 1/2 MILE N OF SHREWSBURY ON U.S.  ROUTE 111 ON TOP
 JV6080'OF A SMALL HILL.  IT IS OF ANGLE IRON CONSTRUCTION AND IS ABOUT 65
 JV6080'FEET HIGH.  IT IS ON THE W SIDE OF U.S. HIGHWAY 111.  THE LIGHT WAS
 JV6080'THE POINT OBSERVED ON.
 JV6080
 JV6080                          STATION RECOVERY (2004)
 JV6080
 JV6080'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 JV6080'NO EVIDENCE OF THE TOWER FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1435 ***********************************************************************
 KV1435  DESIGNATION -  BANGOR
 KV1435  PID         -  KV1435
 KV1435  STATE/COUNTY-  PA/NORTHAMPTON
 KV1435  USGS QUAD   -  BANGOR (1994)
 KV1435
 KV1435                         *CURRENT SURVEY CONTROL
 KV1435  ___________________________________________________________________
 KV1435* NAD 83(1986)-  40 51 57.     (N)    075 12 14.     (W)     SCALED    
 KV1435* NAVD 88     -       154.211  (meters)     505.94   (feet)  ADJUSTED  
 KV1435  ___________________________________________________________________
 KV1435  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 KV1435  DYNAMIC HT  -         154.140 (meters)     505.71  (feet)  COMP
 KV1435  MODELED GRAV-     980,161.7   (mgal)                       NAVD 88
 KV1435
 KV1435  VERT ORDER  -  FIRST     CLASS II
 KV1435
 KV1435.The horizontal coordinates were scaled from a topographic map and have
 KV1435.an estimated accuracy of +/- 6 seconds.
 KV1435
 KV1435.The orthometric height was determined by differential leveling
 KV1435.and adjusted by the National Geodetic Survey in June 1991..
 KV1435.WARNING-Repeat measurements at this control monument indicate possible
 KV1435.vertical movement.
 KV1435
 KV1435.The geoid height was determined by GEOID03.
 KV1435
 KV1435.The dynamic height is computed by dividing the NAVD 88
 KV1435.geopotential number by the normal gravity value computed on the
 KV1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1435.degrees latitude (g = 980.6199 gals.).
 KV1435
 KV1435.The modeled gravity was interpolated from observed gravity values.
 KV1435
 KV1435;                    North         East    Units  Estimated Accuracy
 KV1435;SPC PA S     -   173,260.      814,620.      MT  (+/- 180 meters Scaled)
 KV1435
 KV1435                          SUPERSEDED SURVEY CONTROL
 KV1435
 KV1435  NGVD 29 (??/??/??)  154.452  (m)          506.73   (f) ADJUSTED    1 2
 KV1435
 KV1435.Superseded values are not recommended for survey control.
 KV1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1435.See file dsdata.txt to determine how the superseded data were derived.
 KV1435
 KV1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL828238(NAD 83)
 KV1435_MARKER: DB = BENCH MARK DISK
 KV1435_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1435_SP_SET: CURB
 KV1435_STAMPING: 506.731 BANGOR 1932
 KV1435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1435
 KV1435  HISTORY     - Date     Condition        Report By
 KV1435  HISTORY     - 1932     MONUMENTED       CGS
 KV1435  HISTORY     - 1942     GOOD             CGS
 KV1435  HISTORY     - 1978     GOOD             NGS
 KV1435  HISTORY     - 19940616 GOOD             USPSQD
 KV1435  HISTORY     - 20020126 GOOD             USPSQD
 KV1435
 KV1435                          STATION DESCRIPTION
 KV1435
 KV1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1435'AT BANGOR.
 KV1435'AT BANGOR, NORTHAMPTON COUNTY, IN FRONT OF THE DELAWARE,
 KV1435'LACKAWANNA AND WESTERN RAILROAD STATION, OPPOSITE THE BLUE
 KV1435'MOUNTAIN TELEPHONE AND TELEGRAPH CO. OFFICE BUILDING, IN THE TOP
 KV1435'OF A MASSIVE CONCRETE CURB SUPPORTING AN IRON PIPE RAILING, AND
 KV1435'ABOUT 1 FOOT ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED
 KV1435'506.731 BANGOR 1932.
 KV1435
 KV1435                          STATION RECOVERY (1942)
 KV1435
 KV1435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 KV1435'RECOVERED IN GOOD CONDITION.
 KV1435
 KV1435                          STATION RECOVERY (1978)
 KV1435
 KV1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV1435'AT THE SOUTHEAST ANGLE OF THE JUNCTION OF STATE HIGHWAY 512 AND
 KV1435'THE ERIE LACKAWANNA RAILROAD AT BANGOR, 20.5 FEET  SOUTHEAST
 KV1435'OF THE CENTERLINE OF THE HIGHWAY, 20 FEET WEST OF THE WEST RAIL
 KV1435'OF THE TRACK, 4.5 FEET SOUTHWEST OF POWERLINE POLE 137 WITH A
 KV1435'STREET LIGHT, IN THE TOP OF THE NORTHEAST END OF A LARGE CURB
 KV1435'SUPPORTING AN IRON PIPE RAILING, 2.5 FEET SOUTHWEST OF THE NORTHEAST
 KV1435'END OF THE CURB AND 6 INCHES NORTHWEST OF THE RAILING.
 KV1435
 KV1435                          STATION RECOVERY (1994)
 KV1435
 KV1435'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1435'RECOVERED IN GOOD CONDITION.
 KV1435
 KV1435                          STATION RECOVERY (2002)
 KV1435
 KV1435'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAS)
 KV1435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1868 ***********************************************************************
 MB1868  DESIGNATION -  BANK
 MB1868  PID         -  MB1868
 MB1868  STATE/COUNTY-  PA/CRAWFORD
 MB1868  USGS QUAD   -  HARTSTOWN (1990)
 MB1868
 MB1868                         *CURRENT SURVEY CONTROL
 MB1868  ___________________________________________________________________
 MB1868* NAD 83(1992)-  41 34 09.27673(N)    080 29 56.46930(W)     ADJUSTED  
 MB1868* NAVD 88     -       334.     (meters)    1096.     (feet)  SCALED    
 MB1868  ___________________________________________________________________
 MB1868  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 MB1868  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 MB1868
 MB1868  HORZ ORDER  -  THIRD
 MB1868
 MB1868.The horizontal coordinates were established by classical geodetic methods
 MB1868.and adjusted by the National Geodetic Survey in June 2002..
 MB1868
 MB1868.The orthometric height was scaled from a topographic map.
 MB1868
 MB1868.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1868
 MB1868.The geoid height was determined by GEOID03.
 MB1868
 MB1868;                    North         East     Units Scale Factor Converg.
 MB1868;SPC PA N     -   159,400.694   370,759.678   MT  0.99996034   -1 49 06.9
 MB1868;SPC PA N     -   522,967.11  1,216,400.71   sFT  0.99996034   -1 49 06.9
 MB1868;SPC OH N     -   213,192.240   766,877.726   MT  0.99997740   +1 18 52.4
 MB1868;UTM  17      - 4,602,072.794   541,768.736   MT  0.99962147   +0 19 56.7
 MB1868
 MB1868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1868!SPC PA N     -   0.99995295  x   0.99996034  =   0.99991329
 MB1868!SPC OH N     -   0.99995295  x   0.99997740  =   0.99993035
 MB1868!UTM  17      -   0.99995295  x   0.99962147  =   0.99957444
 MB1868
 MB1868:                Primary Azimuth Mark                     Grid Az
 MB1868:SPC PA N     -  PINE                                     174 45 35.1
 MB1868:SPC OH N     -  PINE                                     171 37 35.8
 MB1868:UTM  17      -  PINE                                     172 36 31.5
 MB1868
 MB1868|---------------------------------------------------------------------|
 MB1868| PID    Reference Object                     Distance      Geod. Az  |
 MB1868|                                                           dddmmss.s |
 MB1868| MB1869 PINE                                APPROX. 2.7 KM 1725628.2 |
 MB1868| MB1867 NORTH BANK                           31.459 METERS 27229     |
 MB1868|---------------------------------------------------------------------|
 MB1868
 MB1868                          SUPERSEDED SURVEY CONTROL
 MB1868
 MB1868  NAD 83(1995)-  41 34 09.27666(N)    080 29 56.46938(W) AD(       ) 3
 MB1868  NAD 83(1986)-  41 34 09.28091(N)    080 29 56.46581(W) AD(       ) 3
 MB1868  NAD 27      -  41 34 09.08400(N)    080 29 57.21600(W) AD(       ) 3
 MB1868
 MB1868.Superseded values are not recommended for survey control.
 MB1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1868.See file dsdata.txt to determine how the superseded data were derived.
 MB1868
 MB1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG4176902073(NAD 83)
 MB1868
 MB1868  HISTORY     - Date     Condition        Report By
 MB1868  HISTORY     - 1941     MONUMENTED       PADFW
 MB1868
 MB1868                          STATION DESCRIPTION
 MB1868
 MB1868'DESCRIBED BY PA DEPT FORESTS WTRS 1941
 MB1868'FOR DESCRIPTION OF THIS STATION REFER TO DESCRIPTION OF STATION NORTH
 MB1868'BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1389 ***********************************************************************
 JW1389  DESIGNATION -  BANK
 JW1389  PID         -  JW1389
 JW1389  STATE/COUNTY-  PA/FULTON
 JW1389  USGS QUAD   -  HANCOCK (1971)
 JW1389
 JW1389                         *CURRENT SURVEY CONTROL
 JW1389  ___________________________________________________________________
 JW1389* NAD 83(1992)-  39 43 58.57782(N)    078 10 53.32350(W)     ADJUSTED  
 JW1389* NAVD 88     -       193.33   (+/-2cm)     634.3    (feet)  VERTCON   
 JW1389  ___________________________________________________________________
 JW1389  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 JW1389  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JW1389
 JW1389  HORZ ORDER  -  SECOND
 JW1389  VERT ORDER  -  THIRD ? (See Below)
 JW1389
 JW1389.The horizontal coordinates were established by classical geodetic methods
 JW1389.and adjusted by the National Geodetic Survey in June 2002..
 JW1389
 JW1389.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1389.The vertical order pertains to the NGVD 29 superseded value.
 JW1389
 JW1389.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1389
 JW1389.The geoid height was determined by GEOID03.
 JW1389
 JW1389;                    North         East     Units Scale Factor Converg.
 JW1389;SPC PA S     -    44,460.707   563,009.992   MT  1.00003738   -0 16 47.8
 JW1389;SPC PA S     -   145,868.17  1,847,141.95   sFT  1.00003738   -0 16 47.8
 JW1389;UTM  17      - 4,401,915.893   741,540.773   MT  1.00031833   +1 48 09.0
 JW1389
 JW1389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1389!SPC PA S     -   0.99997500  x   1.00003738  =   1.00001238
 JW1389!UTM  17      -   0.99997500  x   1.00031833  =   1.00029332
 JW1389
 JW1389|---------------------------------------------------------------------|
 JW1389| PID    Reference Object                     Distance      Geod. Az  |
 JW1389|                                                           dddmmss.s |
 JW1389| CK6573 BANK RM 1                             9.150 METERS 00050     |
 JW1389| JW0105 BANK 2                               10.771 METERS 07329     |
 JW1389| JW0108 STATE LINE                          APPROX. 1.2 KM 1833510.4 |
 JW1389| JW1394 SIDELING HILL WU STA 17 TWR         APPROX.11.2 KM 2443830.0 |
 JW1389| JW0100 BANK RM 2                            18.002 METERS 27510     |
 JW1389|---------------------------------------------------------------------|
 JW1389
 JW1389                          SUPERSEDED SURVEY CONTROL
 JW1389
 JW1389  NAD 83(1995)-  39 43 58.57885(N)    078 10 53.32285(W) AD(       ) 2
 JW1389  NAD 83(1991)-  39 43 58.57865(N)    078 10 53.32160(W) AD(       ) 2
 JW1389  NAD 83(1986)-  39 43 58.57939(N)    078 10 53.32605(W) AD(       ) 2
 JW1389  NAD 27      -  39 43 58.25140(N)    078 10 54.29980(W) AD(       ) 2
 JW1389  NGVD 29 (07/19/86)  193.53   (m)          634.9    (f) LEVELING    3  
 JW1389
 JW1389.Superseded values are not recommended for survey control.
 JW1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1389.See file dsdata.txt to determine how the superseded data were derived.
 JW1389
 JW1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE4154101916(NAD 83)
 JW1389_MARKER: DS = TRIANGULATION STATION DISK
 JW1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1389
 JW1389  HISTORY     - Date     Condition        Report By
 JW1389  HISTORY     - 1960     MONUMENTED       CGS
 JW1389  HISTORY     - 1972     SEE DESCRIPTION  NGS
 JW1389
 JW1389                          STATION DESCRIPTION
 JW1389
 JW1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 JW1389'THE STATION IS LOCATED ON THE WEST SLOPE OF A LOW, GRASSY HILL, JUST
 JW1389'EAST OF A CUT BANK, ABOUT 1-1/2 MILES NORTH OF THE
 JW1389'PENNSYLVANIA AND MARYLAND STATE LINE, 0.9 MILE SOUTH-SOUTHEAST OF
 JW1389'WARFORDSBURG AND ON PROPERTY OWNED BY THE PENNSYLVANIA
 JW1389'STATE HIGHWAY.
 JW1389'
 JW1389'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 126 AND 522
 JW1389'IN THE SOUTH EDGE OF WARFORDSBURG, GO SOUTH OF STATE
 JW1389'HIGHWAY 522 FOR 1.32 MILES TO A GRAY SLATE SIDING HOUSE ON THE RIGHT
 JW1389'AND A GRAVELED ROAD ON THE LEFT, EAST, SIDE OF THE
 JW1389'HIGHWAY.  TURN LEFT AND GO NORTH-NORTHEAST ON A GRAVELED ROAD FOR
 JW1389'0.25 MILE TO THE HIGHEST POINT OF A CUT BANK A WHITE METAL
 JW1389'WITNESS POST AND MARKER AND THE STATION ON THE RIGHT, EAST, SIDE
 JW1389'OF THE GRAVELED ROAD.
 JW1389'
 JW1389'THE STATION MARK, A STANDARD DISK STAMPED BANK 1960, IS SET IN THE
 JW1389'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 JW1389'THE SURFACE OF THE GROUND.  IT IS 32.0 FEET EAST OF THE CENTER OF A
 JW1389'GRAVELED ROAD, 207.0 FEET NORTH OF AN EAST AND WEST
 JW1389'FENCELINE AND 3.3 FEET NORTHEAST OF A STANDARD METAL WITNESS POST AND
 JW1389'MARKER.
 JW1389'
 JW1389'REFERENCE MARK 1, A STANDARD DISK STAMPED BANK NO 1 1960, IS SET IN
 JW1389'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 JW1389'SURFACE OF THE GROUND.  IT IS 237.0 FEET NORTH-NORTHEAST OF AN EAST
 JW1389'AND WEST FENCELINE, 32.7 FEET NORTH-NORTHEAST OF A
 JW1389'STANDARD METAL WITNESS POST AND MARKER, 32.0 FEET EAST OF THE CENTER
 JW1389'OF A GRAVELED ROAD AND IS ABOUT THE SAME ELEVATION AS
 JW1389'THE STATION.
 JW1389'
 JW1389'REFERENCE MARK 2, A STANDARD DISK STAMPED BANK NO 2 1960, IS SET IN
 JW1389'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 JW1389'WITH THE SURFACE OF THE GROUND.  IT IS 206.0 FEET NORTH OF AN EAST
 JW1389'AND WEST FENCELINE, 57.1 FEET NORTH-NORTHWEST OF A
 JW1389'STANDARD METAL WITNESS POST AND MARKER, 32.0 FEET WEST OF THE CENTER
 JW1389'OF A GRAVELED ROAD AND IS ABOUT 4.0 FEET LOWER THAN
 JW1389'THE STATION.
 JW1389'
 JW1389'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  TRIANGULATION
 JW1389'STATION STATE LINE MAY BE USED
 JW1389'AS AN AZIMUTH MARK.
 JW1389'
 JW1389'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JW1389
 JW1389                          STATION RECOVERY (1972)
 JW1389
 JW1389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 JW1389'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE ALL
 JW1389'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  IT
 JW1389'WAS FOUND THAT THE COMPASS DIRECTIONS TO THE REFERENCE MARKS WERE
 JW1389'REVERSED IN THE DESCRIPTION.  A COUPLE DISTANCES IN THE
 JW1389'LOCATION DESCRIPTION WERE FOUND TO BE INCORRECT.
 JW1389'
 JW1389'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS CHECKED
 JW1389'SATISFACTORY.
 JW1389'
 JW1389'THIS STATION AND BOTH REFERENCE MARKS WERE IN THE WAY OF NEW
 JW1389'CONSTRUCTION PLANS.  ALL MARKS WERE DESTROYED AFTER A
 JW1389'NEW STATION BANK 2 WAS ESTABLISHED.
 JW1389'
 JW1389'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- WARFORDSBURG, 1.5
 JW1389'MILES SOUTH-SOUTHEAST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0105 ***********************************************************************
 JW0105  DESIGNATION -  BANK 2
 JW0105  PID         -  JW0105
 JW0105  STATE/COUNTY-  PA/FULTON
 JW0105  USGS QUAD   -  HANCOCK (1971)
 JW0105
 JW0105                         *CURRENT SURVEY CONTROL
 JW0105  ___________________________________________________________________
 JW0105* NAD 83(1992)-  39 43 58.67711(N)    078 10 52.88984(W)     ADJUSTED  
 JW0105* NAVD 88     -       194.41   (+/-2cm)     637.8    (feet)  VERTCON   
 JW0105  ___________________________________________________________________
 JW0105  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 JW0105  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JW0105
 JW0105  HORZ ORDER  -  THIRD
 JW0105  VERT ORDER  -  THIRD ? (See Below)
 JW0105
 JW0105.The horizontal coordinates were established by classical geodetic methods
 JW0105.and adjusted by the National Geodetic Survey in June 2002..
 JW0105.No horizontal observational check was made to the station.
 JW0105
 JW0105.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW0105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW0105.The vertical order pertains to the NGVD 29 superseded value.
 JW0105
 JW0105.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW0105
 JW0105.The geoid height was determined by GEOID03.
 JW0105
 JW0105;                    North         East     Units Scale Factor Converg.
 JW0105;SPC PA S     -    44,463.719   563,020.334   MT  1.00003737   -0 16 47.5
 JW0105;SPC PA S     -   145,878.05  1,847,175.88   sFT  1.00003737   -0 16 47.5
 JW0105;UTM  17      - 4,401,919.280   741,551.001   MT  1.00031839   +1 48 09.3
 JW0105
 JW0105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW0105!SPC PA S     -   0.99997483  x   1.00003737  =   1.00001220
 JW0105!UTM  17      -   0.99997483  x   1.00031839  =   1.00029321
 JW0105
 JW0105|---------------------------------------------------------------------|
 JW0105| PID    Reference Object                     Distance      Geod. Az  |
 JW0105|                                                           dddmmss.s |
 JW0105| JW0103 BANK 2 RM 3                           5.047 METERS 01147     |
 JW0105| CK7170 I70 DISK                                           1893102.8 |
 JW0105| JW0101 BANK 2 RM 4                           5.529 METERS 19131     |
 JW0105| JW1394 SIDELING HILL WU STA 17 TWR         APPROX.11.2 KM 2443900.7 |
 JW0105| JW1389 BANK                                 10.774 METERS 25329     |
 JW0105|---------------------------------------------------------------------|
 JW0105
 JW0105                          SUPERSEDED SURVEY CONTROL
 JW0105
 JW0105  NAD 83(1995)-  39 43 58.67814(N)    078 10 52.88919(W) AD(       ) 3
 JW0105  NAD 83(1991)-  39 43 58.67794(N)    078 10 52.88794(W) AD(       ) 3
 JW0105  NAD 83(1986)-  39 43 58.67870(N)    078 10 52.89229(W) AD(       ) 3
 JW0105  NAD 27      -  39 43 58.35069(N)    078 10 53.86615(W) AD(       ) 3
 JW0105  NGVD 29 (07/19/86)  194.61   (m)          638.5    (f) LEVELING    3  
 JW0105
 JW0105.Superseded values are not recommended for survey control.
 JW0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0105.See file dsdata.txt to determine how the superseded data were derived.
 JW0105
 JW0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE4155101919(NAD 83)
 JW0105_MARKER: DS = TRIANGULATION STATION DISK
 JW0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0105_STAMPING: BANK 2 1972
 JW0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0105+STABILITY: SURFACE MOTION
 JW0105
 JW0105  HISTORY     - Date     Condition        Report By
 JW0105  HISTORY     - 1972     MONUMENTED       NGS
 JW0105  HISTORY     - 1972     GOOD             NGS
 JW0105
 JW0105                          STATION DESCRIPTION
 JW0105
 JW0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 JW0105'THE STATION IS ON THE TOP OF A CUT BANK ON THE EAST SIDE OF HIGHWAY
 JW0105'I-70, 1.4 MILES SOUTH OF THE POST OFFICE IN WARFORDSBURG, PENN.,
 JW0105'0.7 MILE NORTH OF THE MARYLAND-PENNSYLVANIA STATE LINE, 56 FEET
 JW0105'SOUTHEAST OF THE CENTERLINE OF SERVICE ROAD ALONG HIGHWAY, 8.5
 JW0105'FEET SOUTH OF A METAL WITNESS POST AND SIGN, AND 8.3 FEET
 JW0105'NORTH-NORTHEAST OF ANOTHER METAL WITNESS POST AND SIGN.  IT IS A C
 JW0105'AND GS TRIANGULATION STATION MARK DISK SET IN THE TOP OF
 JW0105'A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  THE
 JW0105'DISK IS STAMPED, BANK 2 1972.  IT IS JUST SOUTH OF A REST AREA.
 JW0105'
 JW0105'REFERENCE MARK NO. 3 IS A C AND GS REFERENCE MARK DISK SET IN THE
 JW0105'TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS ABOUT 2-INCHES AND
 JW0105'ABOUT 1.0 FOOT HIGHER THAN THE STATION.  IT IS NEAR THE EAST EDGE
 JW0105'OF RIGHT-OF-WAY OF A SERVICE ROAD AND 8.4 FEET NORTH-NORTHEAST OF A
 JW0105'METAL WITNESS POST AND SIGN.  THE DISK IS STAMPED BANK 2 NO 3
 JW0105'1972.
 JW0105'
 JW0105'REFERENCE MARK NO. 4 IS A C AND GS REFERENCE MARK DISK SET IN THE
 JW0105'TOP OF A ROUND CONCRETE MONUMENT ABOUT FLUSH WITH THE GROUND.
 JW0105'LOCATED NEAR THE EAST EDGE OF RIGHT-OF-WAY TO A SERVICE ROAD, JUST
 JW0105'SOUTH OF A REST AREA.  IT IS ABOUT 1.5 FEET LOWER IN ELEVATION
 JW0105'THAN THE STATION AND 10.0 FEET SOUTH OF A METAL WITNESS POST AND
 JW0105'SIGN.  THE DISK IS STAMPED BANK 2 NO 4 1972.
 JW0105'
 JW0105'AZIMUTH MARK IS A PENN. DEPT. HWYS. DISK (WITH NO STAMPING) SET IN
 JW0105'THE NORTHEAST CONCRETE ABUTMENT OF A CONCRETE BRIDGE OVER HIGHWAY
 JW0105'I-70.  IT IS SET IN THE TOP OF THE CONCRETE ABUTMENT, 28 FEET
 JW0105'SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND TRAFFIC LANE OF
 JW0105'I-70, 19.0 FEET NORTH OF THE CENTERLINE OF ROAD OVER BRIDGE, AND
 JW0105'1.0 FOOT NORTHEAST OF THE NORTHEAST CORNER OF BRIDGE.  THE POINT
 JW0105'IS A + CUT IN THE CENTER OF DISK.
 JW0105'
 JW0105'TO REACH FROM EXIT NO. 33 ON HIGHWAY I-70, ABOUT 4 MILES NORTH OF
 JW0105'HANCOCK, MARYLAND AND ABOUT 2.6 MILES NORTH OF THE
 JW0105'MARYLAND-PENNSYLVANIA STATE LINE.  FROM EXIT NO. 33 GO WEST FOR 0.1
 JW0105'MILE TO A T-INTERSECTION, TURN LEFT AND GO SOUTH FOR 0.5 MILE TO
 JW0105'THE WARFORDSBURG POST OFFICE ON THE LEFT, CONTINUE AHEAD, SOUTH,
 JW0105'FOR 0.15 MILE TO WHERE STATE HIGHWAY 484 TURNS LEFT, CONTINUE
 JW0105'STRAIGHT AHEAD AND GO SOUTHERLY FOR 1.7 MILES TO A BRIDGE OVER
 JW0105'HIGHWAY I-70 AND THE AZIMUTH MARK ON THE LEFT, CONTINUE AHEAD
 JW0105'FOR 150 FEET TO A ROAD LEFT, TURN LEFT AND GO NORTH ON GRAVELED
 JW0105'ROAD ALONG THE EAST SIDE OF HIGHWAY I-70 FOR 0.6 MILE TO STATION ON
 JW0105'TOP OF CUT BANK ON RIGHT.
 JW0105
 JW0105                          STATION RECOVERY (1972)
 JW0105
 JW0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JW0105'1.4 MI S FROM WARFORDSBURG.
 JW0105'ABOUT 0.7 MILE NORTH ALONG NORTHBOUND TRAFFIC LANE OF HIGHWAY
 JW0105'I-70 FROM THE PENNSYLVANIA-MARYLAND STATE LINE TO THE MARKER ON
 JW0105'TOP OF CUT BANK ON RIGHT ABOVE AND AT EAST EDGE OF RIGHT-OF-WAY
 JW0105'FOR A SERVICE ROAD ALONG MAIN HIGHWAY.  IT IS A C AND GS TRIANGULATION
 JW0105'MARK DISK SET IN THE TOP OF A CONCRETE MONUMENT THAT PROJECTS
 JW0105'2-INCHES, 8.5 FEET SOUTH OF A METAL WITNESS POST AND SIGN AND
 JW0105'8.3 FEET NORTH-NORTHEAST OF ANOTHER METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1883 ***********************************************************************
 LZ1883  DESIGNATION -  BANUL ET
 LZ1883  PID         -  LZ1883
 LZ1883  STATE/COUNTY-  PA/LUZERNE
 LZ1883  USGS QUAD   -  SWEET VALLEY (1983)
 LZ1883
 LZ1883                         *CURRENT SURVEY CONTROL
 LZ1883  ___________________________________________________________________
 LZ1883* NAD 83(1992)-  41 17 44.86149(N)    076 13 51.06382(W)     ADJUSTED  
 LZ1883* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 LZ1883  ___________________________________________________________________
 LZ1883  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 LZ1883  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 LZ1883
 LZ1883  HORZ ORDER  -  SECOND
 LZ1883
 LZ1883.The horizontal coordinates were established by classical geodetic methods
 LZ1883.and adjusted by the National Geodetic Survey in June 2002..
 LZ1883
 LZ1883.The orthometric height was scaled from a topographic map.
 LZ1883
 LZ1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1883
 LZ1883.The geoid height was determined by GEOID03.
 LZ1883
 LZ1883;                    North         East     Units Scale Factor Converg.
 LZ1883;SPC PA N     -   126,509.595   727,229.031   MT  0.99995908   +1 00 17.9
 LZ1883;SPC PA N     -   415,056.90  2,385,917.25   sFT  0.99995908   +1 00 17.9
 LZ1883;UTM  18      - 4,572,324.509   396,946.669   MT  0.99973070   -0 48 44.5
 LZ1883
 LZ1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1883!SPC PA N     -   0.99994055  x   0.99995908  =   0.99989963
 LZ1883!UTM  18      -   0.99994055  x   0.99973070  =   0.99967126
 LZ1883
 LZ1883|---------------------------------------------------------------------|
 LZ1883| PID    Reference Object                     Distance      Geod. Az  |
 LZ1883|                                                           dddmmss.s |
 LZ1883| LZ1884 BANUL ET AZ MK                      304.015 METERS 05542     |
 LZ1883| LZ1886 GELS ET                             APPROX. 5.4 KM 0685411.3 |
 LZ1883| CB2696 BANUL ET RM 1                        13.999 METERS 15334     |
 LZ1883| CB2697 BANUL ET RM 2                         5.944 METERS 27401     |
 LZ1883|---------------------------------------------------------------------|
 LZ1883
 LZ1883                          SUPERSEDED SURVEY CONTROL
 LZ1883
 LZ1883  NAD 83(1986)-  41 17 44.86065(N)    076 13 51.06416(W) AD(       ) 2
 LZ1883  NAD 27      -  41 17 44.57127(N)    076 13 52.30990(W) AD(       ) 2
 LZ1883
 LZ1883.Superseded values are not recommended for survey control.
 LZ1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1883.See file dsdata.txt to determine how the superseded data were derived.
 LZ1883
 LZ1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL9694772325(NAD 83)
 LZ1883_MARKER: Z = SEE DESCRIPTION
 LZ1883_SETTING: 0 = UNSPECIFIED SETTING
 LZ1883
 LZ1883  HISTORY     - Date     Condition        Report By
 LZ1883  HISTORY     - 1968     MONUMENTED       USGS
 LZ1883
 LZ1883                          STATION DESCRIPTION
 LZ1883
 LZ1883'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (AIM)
 LZ1883'STATION IS LOCATED ABOUT 4.0 MILES EAST OF RED ROCK AND ABOUT 3.5
 LZ1883'MILES NORTHWEST OF SWEET VALLEY.
 LZ1883'
 LZ1883'TO REACH FROM JUNCTION OF STATE HIGHWAYS 118 AND 487 AT RED ROCK, GO
 LZ1883'EAST ON HIGHWAY 118 FOR 4.4 MILES TO GRAVELED T-ROAD, TURN
 LZ1883'RIGHT AND GO SOUTH FOR 0.4 MILE TO Y-FORK, TURN LEFT AND GO SOUTHWEST
 LZ1883'FOR 0.3 MILE (0.2 MILE TO RESIDENCE OF MR. JOHN HARRISON AND
 LZ1883'AZIMUTH MARK ON LEFT) TO RESIDENCE OF MR. SIMON LONG AND DRIVEWAY ON
 LZ1883'RIGHT, TURN RIGHT ON DRIVEWAY AND GO 0.1 MILE TO HOUSE OWNED BY
 LZ1883'MR. EDWARD BANUL, CONTINUE ON WOODS ROAD FOR 0.05 MILE TO TOP OF
 LZ1883'SMALL HILL AND STATION ON RIGHT.
 LZ1883'
 LZ1883'THE STATION MARK IS A STANDARD TABLET STAMPED BANUL ET 1968 SET IN
 LZ1883'DRILL HOLE IN ROCK LEDGE FLUSH WITH GROUND.  IT IS 9.5 FEET WEST
 LZ1883'OF 8-INCH BLACK CHERRY TREE, AND 2.5 FEET NORTH OF WITNESS POST WITH
 LZ1883'STANDARD WITNESS SIGN.
 LZ1883'
 LZ1883'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK TABLET STAMPED
 LZ1883'BANUL ET 1968 RM 1 SET IN DRILL HOLE IN ROCK LEDGE ABOUT 3 FEET
 LZ1883'LOWER THAN STATION.  IT IS 43.1 FEET WEST OF 10-INCH HICKORY TREE
 LZ1883'WITH TRIANGULAR BLAZE.
 LZ1883'
 LZ1883'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK TABLET STAMPED
 LZ1883'BANUL ET 1968 RM 2 SET IN DRILL HOLE IN ROCK LEDGE FLUSH WITH
 LZ1883'GROUND.  IT IS 7.8 FEET SOUTH OF 4-INCH WHITE PINE TREE.
 LZ1883'
 LZ1883'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK TABLET STAMPED BANUL ET
 LZ1883'1968 AZ MARK CRIMPED TO COPPER-COATED STEEL ROD SET FLUSH WITH
 LZ1883'GROUND.  IT IS 29.3 FEET WEST OF 16-INCH BLACK WALNUT TREE, 17.0 FEET
 LZ1883'NORTH OF 20-INCH BLACK WALNUT TREE, AND 15 FEET SOUTHEAST OF
 LZ1883'CENTERLINE OF ROAD.
 LZ1883'
 LZ1883'HEIGHT OF LIGHT ABOVE STATION MARK - 5.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1884 ***********************************************************************
 LZ1884  DESIGNATION -  BANUL ET AZ MK
 LZ1884  PID         -  LZ1884
 LZ1884  STATE/COUNTY-  PA/LUZERNE
 LZ1884  USGS QUAD   -  SWEET VALLEY (1983)
 LZ1884
 LZ1884                         *CURRENT SURVEY CONTROL
 LZ1884  ___________________________________________________________________
 LZ1884* NAD 83(1992)-  41 17 50.41575(N)    076 13 40.27001(W)     ADJUSTED  
 LZ1884* NAVD 88     -       405.     (meters)    1329.     (feet)  SCALED    
 LZ1884  ___________________________________________________________________
 LZ1884  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 LZ1884  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 LZ1884
 LZ1884  HORZ ORDER  -  SECOND
 LZ1884
 LZ1884.The horizontal coordinates were established by classical geodetic methods
 LZ1884.and adjusted by the National Geodetic Survey in June 2002..
 LZ1884
 LZ1884.The orthometric height was scaled from a topographic map.
 LZ1884
 LZ1884.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1884
 LZ1884.The geoid height was determined by GEOID03.
 LZ1884
 LZ1884;                    North         East     Units Scale Factor Converg.
 LZ1884;SPC PA N     -   126,685.319   727,477.101   MT  0.99995903   +1 00 25.1
 LZ1884;SPC PA N     -   415,633.42  2,386,731.12   sFT  0.99995903   +1 00 25.1
 LZ1884;UTM  18      - 4,572,492.239   397,200.129   MT  0.99973006   -0 48 37.5
 LZ1884
 LZ1884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1884!SPC PA N     -   0.99994149  x   0.99995903  =   0.99990052
 LZ1884!UTM  18      -   0.99994149  x   0.99973006  =   0.99967156
 LZ1884
 LZ1884                          SUPERSEDED SURVEY CONTROL
 LZ1884
 LZ1884  NAD 83(1986)-  41 17 50.41493(N)    076 13 40.27034(W) AD(       ) 2
 LZ1884  NAD 27      -  41 17 50.12558(N)    076 13 41.51646(W) AD(       ) 2
 LZ1884
 LZ1884.Superseded values are not recommended for survey control.
 LZ1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1884.See file dsdata.txt to determine how the superseded data were derived.
 LZ1884
 LZ1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL9720072492(NAD 83)
 LZ1884
 LZ1884  HISTORY     - Date     Condition        Report By
 LZ1884  HISTORY     - 1968     MONUMENTED       USGS
 LZ1884
 LZ1884                          STATION DESCRIPTION
 LZ1884
 LZ1884'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 LZ1884'SEE STATION BANUL ET USGS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU4185 ***********************************************************************
 JU4185  DESIGNATION -  BAR
 JU4185  PID         -  JU4185
 JU4185  STATE/COUNTY-  PA/PHILADELPHIA
 JU4185  USGS QUAD   -  BRIDGEPORT (1995)
 JU4185
 JU4185                         *CURRENT SURVEY CONTROL
 JU4185  ___________________________________________________________________
 JU4185* NAD 83(1992)-  39 51 21.44213(N)    075 15 18.90968(W)     ADJUSTED  
 JU4185* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU4185  ___________________________________________________________________
 JU4185  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 JU4185  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JU4185
 JU4185  HORZ ORDER  -  THIRD
 JU4185
 JU4185.The horizontal coordinates were established by classical geodetic methods
 JU4185.and adjusted by the National Geodetic Survey in June 2002..
 JU4185
 JU4185.The orthometric height was scaled from a topographic map.
 JU4185
 JU4185.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4185
 JU4185.The geoid height was determined by GEOID03.
 JU4185
 JU4185;                    North         East     Units Scale Factor Converg.
 JU4185;SPC PA S     -    61,044.668   813,457.436   MT  1.00001300   +1 37 06.9
 JU4185;SPC PA S     -   200,277.38  2,668,818.27   sFT  1.00001300   +1 37 06.9
 JU4185;SPC NJ       -   113,795.314    85,376.873   MT  0.99995140   -0 29 02.5
 JU4185;SPC NJ       -   373,343.46    280,107.29   sFT  0.99995140   -0 29 02.5
 JU4185;UTM  18      - 4,411,801.128   478,165.981   MT  0.99960587   -0 09 48.9
 JU4185
 JU4185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4185!SPC PA S     -   1.00000491  x   1.00001300  =   1.00001791
 JU4185!SPC NJ       -   1.00000491  x   0.99995140  =   0.99995631
 JU4185!UTM  18      -   1.00000491  x   0.99960587  =   0.99961078
 JU4185
 JU4185                          SUPERSEDED SURVEY CONTROL
 JU4185
 JU4185  NAD 83(1996)-  39 51 21.44213(N)    075 15 18.90961(W) AD(       ) 3
 JU4185  NAD 83(1991)-  39 51 21.43860(N)    075 15 18.91137(W) AD(       ) 3
 JU4185  NAD 83(1986)-  39 51 21.43798(N)    075 15 18.91390(W) AD(       ) 3
 JU4185
 JU4185.Superseded values are not recommended for survey control.
 JU4185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4185.See file dsdata.txt to determine how the superseded data were derived.
 JU4185
 JU4185_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7816611801(NAD 83)
 JU4185_MARKER: DD = SURVEY DISK
 JU4185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4185_SP_SET: CONCRETE POST
 JU4185_STAMPING: BAR 1957
 JU4185_MARK LOGO: USE   
 JU4185_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4185+STABILITY: SURFACE MOTION
 JU4185_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4185+SATELLITE: SATELLITE OBSERVATIONS - 1957
 JU4185
 JU4185  HISTORY     - Date     Condition        Report By
 JU4185  HISTORY     - 1957     MONUMENTED       USE
 JU4185
 JU4185                          STATION DESCRIPTION
 JU4185
 JU4185'DESCRIBED BY US ENGINEERS 1957
 JU4185'THE STATION IS LOCATED ON THE NORTHERN SIDE OF THE DELAWARE RIVER, 0.7
 JU4185'MI E OF THE E END OF LITTLE TINICUM ISLAND.
 JU4185'TO REACH STATION PROCEED BY BOAT.
 JU4185'STATION MARK IS A STANDARD CE DISK SET IN A CONCRETE MONUMENT.  IT IS
 JU4185'AT THE DOWNSTREAM CORNER OF THE MIFFLIN BAR DIKE, WHERE THE RIP-RAP
 JU4185'MAKES A RIGHT ANGLE BEND WESTWARD AND IS ON THE TOP OF THE BANK IN A
 JU4185'THICKET OF BRUSH AND SMALL TREES, ABOUT 25 FT W OF THE RIVER BANK.  IT
 JU4185'IS LOCATED 6.58 M (21.6 FT) SW OF THE NE CORNER OF A DREDGE PUMP
 JU4185'CASING AND 3.719 M (12.2 FT) NE OF THE NE CORNER OF A DREDGE PUMP
 JU4185'CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2005 ***********************************************************************
 KX2005  DESIGNATION -  BARCLAY
 KX2005  PID         -  KX2005
 KX2005  STATE/COUNTY-  PA/WESTMORELAND
 KX2005  USGS QUAD   -  SEVEN SPRINGS (1993)
 KX2005
 KX2005                         *CURRENT SURVEY CONTROL
 KX2005  ___________________________________________________________________
 KX2005* NAD 83(1992)-  40 04 56.30025(N)    079 15 29.40213(W)     ADJUSTED  
 KX2005* NAVD 88     -       890.     (meters)    2920.     (feet)  SCALED    
 KX2005  ___________________________________________________________________
 KX2005  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 KX2005  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 KX2005
 KX2005  HORZ ORDER  -  THIRD
 KX2005
 KX2005.The horizontal coordinates were established by classical geodetic methods
 KX2005.and adjusted by the National Geodetic Survey in June 2002..
 KX2005
 KX2005.The orthometric height was scaled from a topographic map.
 KX2005
 KX2005.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2005
 KX2005.The geoid height was determined by GEOID03.
 KX2005
 KX2005;                    North         East     Units Scale Factor Converg.
 KX2005;SPC PA S     -    84,260.159   471,375.359   MT  0.99998005   -0 58 42.6
 KX2005;SPC PA S     -   276,443.54  1,546,503.99   sFT  0.99998005   -0 58 42.6
 KX2005;UTM  17      - 4,438,346.139   648,507.612   MT  0.99987150   +1 07 18.3
 KX2005
 KX2005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2005!SPC PA S     -   0.99986542  x   0.99998005  =   0.99984547
 KX2005!UTM  17      -   0.99986542  x   0.99987150  =   0.99973694
 KX2005
 KX2005:                Primary Azimuth Mark                     Grid Az
 KX2005:SPC PA S     -  DONEGAL                                  284 41 33.3
 KX2005:UTM  17      -  DONEGAL                                  282 35 32.4
 KX2005
 KX2005|---------------------------------------------------------------------|
 KX2005| PID    Reference Object                     Distance      Geod. Az  |
 KX2005|                                                           dddmmss.s |
 KX2005| KX2007 DONEGAL                             APPROX.11.6 KM 2834250.7 |
 KX2005|---------------------------------------------------------------------|
 KX2005
 KX2005                          SUPERSEDED SURVEY CONTROL
 KX2005
 KX2005  NAD 83(1995)-  40 04 56.30299(N)    079 15 29.40540(W) AD(       ) 3
 KX2005  NAD 83(1986)-  40 04 56.30488(N)    079 15 29.40675(W) AD(       ) 3
 KX2005  NAD 27      -  40 04 56.02358(N)    079 15 30.27525(W) AD(       ) 3
 KX2005
 KX2005.Superseded values are not recommended for survey control.
 KX2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2005.See file dsdata.txt to determine how the superseded data were derived.
 KX2005
 KX2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE4850838346(NAD 83)
 KX2005_MARKER: DD = SURVEY DISK
 KX2005_SETTING: 0 = UNSPECIFIED SETTING
 KX2005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX2005
 KX2005  HISTORY     - Date     Condition        Report By
 KX2005  HISTORY     - 1911     MONUMENTED       USGS
 KX2005
 KX2005                          STATION DESCRIPTION
 KX2005
 KX2005'DESCRIBED BY US GEOLOGICAL SURVEY 1911
 KX2005'NEAR LINE BETWEEN SOMERSET AND WESTMORELAND COUNTIES ON LAUREL RIDGE
 KX2005'12.0 MI W. OF SOMERSET AND 1.0 MI N. OF SOMERSET-MT PLEASANT PIKE.  IT
 KX2005'IS ON LAND OWNED BY WESLEY BARCLAY ABOUT 0.25 MI NW. OF HIS HOUSE IN
 KX2005'FIELD AT N. END OF WOODS.  THE MARK IS 10 FT W. OF N-S. FENCE.
 KX2005'
 KX2005'STATION MARK, A SANDSTONE POST 10 BY 10 BY 36-IN. SET 30 IN. IN GROUND
 KX2005'WITH DISK IN TOP.
 KX2005'
 KX2005'REFERENCE MARKS, LOCUST TREE 8 IN. IN DIAM., BEARS TRUE S., DISTANT
 KX2005'4 FT, LOCUST REE 8 IN. IN DIAMETER, BEARING TRUE S 20 DEG W, DISTANT
 KX2005'9.5 FT.
 KX2005'
 KX2005'SIGNAL, A TARGET IN LOCUST TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6371 ***********************************************************************
 KV6371  DESIGNATION -  BARGE 2
 KV6371  PID         -  KV6371
 KV6371  STATE/COUNTY-  PA/BUCKS
 KV6371  USGS QUAD   -  BRISTOL (1981)
 KV6371
 KV6371                         *CURRENT SURVEY CONTROL
 KV6371  ___________________________________________________________________
 KV6371* NAD 83(1992)-  40 07 23.78682(N)    074 47 05.29823(W)     ADJUSTED  
 KV6371* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV6371  ___________________________________________________________________
 KV6371  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 KV6371  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KV6371
 KV6371  HORZ ORDER  -  THIRD
 KV6371
 KV6371.The horizontal coordinates were established by classical geodetic methods
 KV6371.and adjusted by the National Geodetic Survey in June 2002..
 KV6371.No horizontal observational check was made to the station.
 KV6371
 KV6371.The orthometric height was scaled from a topographic map.
 KV6371
 KV6371.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6371
 KV6371.The geoid height was determined by GEOID03.
 KV6371
 KV6371;                    North         East     Units Scale Factor Converg.
 KV6371;SPC PA S     -    91,953.519   852,699.891   MT  0.99997574   +1 55 25.7
 KV6371;SPC PA S     -   301,684.17  2,797,566.23   sFT  0.99997574   +1 55 25.7
 KV6371;SPC NJ       -   143,239.761   125,725.599   MT  0.99990725   -0 11 00.7
 KV6371;SPC NJ       -   469,945.78    412,484.74   sFT  0.99990725   -0 11 00.7
 KV6371;UTM  18      - 4,441,461.776   518,335.908   MT  0.99960414   +0 08 19.2
 KV6371
 KV6371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6371!SPC PA S     -   1.00000505  x   0.99997574  =   0.99998079
 KV6371!SPC NJ       -   1.00000505  x   0.99990725  =   0.99991230
 KV6371!UTM  18      -   1.00000505  x   0.99960414  =   0.99960918
 KV6371
 KV6371                          SUPERSEDED SURVEY CONTROL
 KV6371
 KV6371  NAD 83(1996)-  40 07 23.78682(N)    074 47 05.29823(W) AD(       ) 3
 KV6371  NAD 83(1986)-  40 07 23.78516(N)    074 47 05.29819(W) AD(       ) 3
 KV6371
 KV6371.Superseded values are not recommended for survey control.
 KV6371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6371.See file dsdata.txt to determine how the superseded data were derived.
 KV6371
 KV6371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1833641462(NAD 83)
 KV6371_MARKER: DD = SURVEY DISK
 KV6371_SETTING: 0 = UNSPECIFIED SETTING
 KV6371_STAMPING: BARGE 2 1972
 KV6371_MARK LOGO: USE   
 KV6371_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6371+SATELLITE: SATELLITE OBSERVATIONS - 1972
 KV6371
 KV6371  HISTORY     - Date     Condition        Report By
 KV6371  HISTORY     - 1972     MONUMENTED       USE
 KV6371
 KV6371                          STATION DESCRIPTION
 KV6371
 KV6371'DESCRIBED BY US ENGINEERS 1972
 KV6371'THE STATION IS LOCATED ON THE N SHORE OF THE DELAWARE RIVER NEAR
 KV6371'KINKORA BAR.
 KV6371'TO REACH STATION PROCEED BY BOAT ABOUT 1 NAUTICAL MI DOWNSTREAM FROM
 KV6371'THE PENNSBURY STATE PARK.  STATION IS APPROXIMATELY 35 FT INSHORE OF
 KV6371'THE HIGH WATER LINE OF THE PA SIDE OF THE DELAWARE RIVER AND IS NEAR A
 KV6371'BEND IN THE SHORE LINE.  TREES NEAR THE MONUMENT ARE BLAZED AND
 KV6371'PAINTED.
 KV6371'STATION MARK IS A BRONZE DISK SET IN A CONCRETE MONUMENT 0.2 FT ABOVE
 KV6371'THE GROUND.  IT IS ON TOP OF THE DIKE BANK OF A HYDRAULIC FILL AREA.
 KV6371'RM 1 IS A PK NAIL IN A CLUSTER OF FOUR 4 FT TREES, 5.5 FT ABOVE THE
 KV6371'GROUND AND IS 17.37 M (57.0 FT) SW FROM STATION.
 KV6371'RM 3 IS A PK NAIL IN A 4 INCH TREE, 4.2 FT ABOVE GROUND AND IS 6.00 M
 KV6371'(19.7 FT) SE FROM STATION.
 KV6371'RM 4 IS THE TOP OF A WITNESS POST PAINTED WHITE 3.5 FT ABOVE GROUND
 KV6371'AND IS 0.70 M (2.3 FT) E OF STATION.  POST WAS BURNED DOWN TO 0.5 FT
 KV6371'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1376 ***********************************************************************
 JW1376  DESIGNATION -  BARK
 JW1376  PID         -  JW1376
 JW1376  STATE/COUNTY-  PA/FULTON
 JW1376  USGS QUAD   -  BREEZEWOOD (1982)
 JW1376
 JW1376                         *CURRENT SURVEY CONTROL
 JW1376  ___________________________________________________________________
 JW1376* NAD 83(1992)-  39 54 19.75344(N)    078 12 37.89149(W)     ADJUSTED  
 JW1376* NAVD 88     -       719.63   (+/-2cm)    2361.0    (feet)  VERTCON   
 JW1376  ___________________________________________________________________
 JW1376  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 JW1376  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 JW1376
 JW1376  HORZ ORDER  -  SECOND
 JW1376  VERT ORDER  -  THIRD ? (See Below)
 JW1376
 JW1376.The horizontal coordinates were established by classical geodetic methods
 JW1376.and adjusted by the National Geodetic Survey in June 2002..
 JW1376
 JW1376.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1376.The vertical order pertains to the NGVD 29 superseded value.
 JW1376
 JW1376.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1376
 JW1376.The geoid height was determined by GEOID03.
 JW1376
 JW1376;                    North         East     Units Scale Factor Converg.
 JW1376;SPC PA S     -    63,631.701   560,619.796   MT  1.00000447   -0 17 55.6
 JW1376;SPC PA S     -   208,765.01  1,839,300.11   sFT  1.00000447   -0 17 55.6
 JW1376;UTM  17      - 4,420,992.703   738,453.520   MT  1.00030006   +1 47 25.3
 JW1376
 JW1376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1376!SPC PA S     -   0.99989238  x   1.00000447  =   0.99989685
 JW1376!UTM  17      -   0.99989238  x   1.00030006  =   1.00019241
 JW1376
 JW1376:                Primary Azimuth Mark                     Grid Az
 JW1376:SPC PA S     -  SIDELING HILL TEXAS PLINE MAST           025 15 01.6
 JW1376:UTM  17      -  SIDELING HILL TEXAS PLINE MAST           023 09 40.7
 JW1376
 JW1376|---------------------------------------------------------------------|
 JW1376| PID    Reference Object                     Distance      Geod. Az  |
 JW1376|                                                           dddmmss.s |
 JW1376| KX2224 SIDELING HILL TEXAS PLINE MAST      APPROX.12.8 KM 0245706.0 |
 JW1376| KX2225 SIDELING HILL LOOKOUT TOWER         APPROX.13.0 KM 0251610.4 |
 JW1376| AJ2345 BARK RM 1                            15.515 METERS 06522     |
 JW1376| JW1388 TONOLOWAY                           APPROX.19.4 KM 1703112.0 |
 JW1376| AJ2346 BARK RM 2                            27.810 METERS 17322     |
 JW1376|---------------------------------------------------------------------|
 JW1376
 JW1376                          SUPERSEDED SURVEY CONTROL
 JW1376
 JW1376  NAD 83(1995)-  39 54 19.75713(N)    078 12 37.89164(W) AD(       ) 2
 JW1376  NAD 83(1991)-  39 54 19.75884(N)    078 12 37.89094(W) AD(       ) 2
 JW1376  NAD 83(1986)-  39 54 19.75914(N)    078 12 37.89304(W) AD(       ) 2
 JW1376  NAD 27      -  39 54 19.45270(N)    078 12 38.84700(W) AD(       ) 2
 JW1376  NGVD 29 (07/19/86)  719.81   (m)         2361.6    (f) LEVELING    3  
 JW1376
 JW1376.Superseded values are not recommended for survey control.
 JW1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1376.See file dsdata.txt to determine how the superseded data were derived.
 JW1376
 JW1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE3845420993(NAD 83)
 JW1376_MARKER: DS = TRIANGULATION STATION DISK
 JW1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1376_STAMPING: BARK 1960
 JW1376_MARK LOGO: CGS   
 JW1376_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1376+STABILITY: SURFACE MOTION
 JW1376
 JW1376  HISTORY     - Date     Condition        Report By
 JW1376  HISTORY     - 1960     MONUMENTED       CGS
 JW1376  HISTORY     - 1971     GOOD             PADT
 JW1376  HISTORY     - 19820621 GOOD             PADT
 JW1376
 JW1376                          STATION DESCRIPTION
 JW1376
 JW1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 JW1376'STATION IS LOCATED ON SIDELING HILL, ON LAND OWNED BY THE STATE GAME
 JW1376'COMMISSION, ON THE WEST SIDE OF BARK ROAD, ABOUT 6-1/2 MILES
 JW1376'SOUTH-SOUTHEAST OF BREEZEWOOD, 4 MILES NORTHWEST OF NEEDMORE AND 2
 JW1376'MILES EAST-SOUTHEAST OF EMMAVILLE.
 JW1376'
 JW1376'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 JW1376'HIGHWAY 126 IN BREEZEWOOD.  GO SOUTH ON HIGHWAY 126 FOR 8.71 MILES
 JW1376'TO A Y-INTERSECTION.  THIS IS JUST BEFORE REACHING FISCHERS
 JW1376'RESTAURANT AND THE TOWN HILL GARAGE, BEAR LEFT AND FOLLOW A
 JW1376'SURFACED ROAD FOR 0.1 MILE.  TURN LEFT AND FOLLOW BARK ROAD,
 JW1376'NORTHERLY FOR 2.9 MILES TO TOP OF HILL, A 6-INCH TRIANGULAR BLAZED
 JW1376'OAK TREE AND STATION MARK ON THE LEFT, WEST SIDE OF THE ROAD.
 JW1376'
 JW1376'STATION MARK IS A STANDARD DISK, STAMPED BARK 1960, SET IN THE TOP OF
 JW1376'A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 1 INCH.  IT IS 28
 JW1376'FEET WEST OF THE CENTER OF BARK ROAD AND 16 FEET NORTHWEST OF A
 JW1376'6-INCH TRIANGULAR BLAZED TREE.
 JW1376'
 JW1376'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BARK NO 1 1960,
 JW1376'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 1
 JW1376'INCH.  IT IS 10 FEET EAST OF THE CENTER OF BARK ROAD AND 50 FEET
 JW1376'NORTHEAST OF THE TRIANGULAR BLAZED OAK TREE.  IT IS ABOUT THE
 JW1376'SAME ELEVATION AS THE STATION MARK.
 JW1376'
 JW1376'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BARK NO 2 1960,
 JW1376'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4
 JW1376'INCHES.  IT IS 10 FEET EAST OF THE CENTER OF BARK ROAD, 78 FEET
 JW1376'SOUTHEAST OF THE TRIANGULAR BLAZED OAK TREE AND ABOUT THE SAME
 JW1376'ELEVATION AS THE STATION MARK.
 JW1376'
 JW1376'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JW1376
 JW1376                          STATION RECOVERY (1971)
 JW1376
 JW1376'RECOVERY NOTE BY PA DEPT OF TRANSP 1971
 JW1376'USC AND GS BARK 1960 GOOD
 JW1376'BARK NO 1 1960
 JW1376'GOOD
 JW1376'BARK NO 2 1960 GOOD
 JW1376
 JW1376                          STATION RECOVERY (1982)
 JW1376
 JW1376'RECOVERY NOTE BY PA DEPT OF TRANSP 1982 (CLN)
 JW1376'THE STATION MARK AND REFERENCE MARK ONE WERE RECOVERED AND FOUND IN
 JW1376'GOOD CONDITION.  REFERENCE MARK TWO WAS FOUND DESTROYED.  A NEW
 JW1376'REFERENCE MARK THREE WAS ESTABLISHED.  THE DISTANCE TO REFERENCE MARK
 JW1376'ONE WAS WITHIN CLOSE AGREEMENT WITH THE MOST RECENT INFORMATION
 JW1376'AVAILABLE.  THERE IS NO LOCATION AVAILABLE TO SET AN AZIMUTH MARK FOR
 JW1376'THIS STATION.  THE PENNSYLVANIA STATE GAME COMMISSION WILL NOT ALLOW
 JW1376'ANY TREES TO BE CUT.  A COMPLETE NEW DESCRIPTION FOLLOWS.  THE STATION
 JW1376'IS LOCATED ABOUT 10.5 KM (6.50 MI) SOUTH SOUTHEAST FROM BREEZEWOOD,
 JW1376'6.4 KM (3.95 MI) NORTHWEST FROM NEEDMORE AND 3.2 KM (2.00 MI) EAST
 JW1376'SOUTHEAST FROM EMMAVILLE.  OWNERSHIP-- PENNSYLVANIA STATE GAME
 JW1376'COMMISSION.  TO REACH THE STATION FROM A POINT WHERE STATE HIGHWAY 643
 JW1376'PASSES OVER INTERSTATE HIGHWAY 70 (EXIT 31) AT THE SMALL VILLAGE OF
 JW1376'TOWNHILL, GO SOUTHEAST ON STATE HIGHWAY 643 FOR ABOUT 50 M (164.0 FT)
 JW1376'TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH, PASSING TO THE NORTHWEST
 JW1376'OF THE TOWN HILL MOTEL, ON BARK ROAD FOR 4.3 KM (2.65 MI) TO THE
 JW1376'HIGHEST POINT OF SIDELING HILL ON THE LEFT AND THE STATION ON THE
 JW1376'LEFT.
 JW1376' 
 JW1376'THE STATION IS A STANDARD CGS DISK STAMPED--BARK 1960--, SET INTO THE
 JW1376'TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER,
 JW1376'PROJECTIING 2 INCHES (5 CM) ABOVE THE GROUND.  LOCATED 12.9 FT (3.9 M)
 JW1376'NNW FROM THE WITNESS POST, 16.0 FT (4.9 M) NNW FROM A 12-INCH OAK TREE
 JW1376'WITH A TRIANGULAR BLAZE, 27.0 FT (8.2 M) WNW FROM THE CENTER OF BARK
 JW1376'ROAD, AND 8.0 FT (2.4 M) W FROM A CLUSTER OF THREE OAK TREES.
 JW1376' 
 JW1376'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--BARK NO 1 1960--,
 JW1376'SET INTO THE TOP OF SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN
 JW1376'DIAMETER FLUSH WITH GROUND.  LOCATED 51.0 FT (15.5 M) ENE FROM THE
 JW1376'WITNESS POST, 49.0 FT (14.9 M) ENE FROM THE OAK TREE WITH THE
 JW1376'TRIANGULAR BLAZE, 9.0 FT (2.7 M) ESE FROM THE CENTER OF BARK ROAD, AND
 JW1376'2 FT (0.6 M) LOWER THAN THE STATION.
 JW1376' 
 JW1376'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--BARK 1960 NO 3
 JW1376'1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30
 JW1376'CM) IN DIAMETER FLUSH WITH GROUND.  LOCATED 33.6 FT (10.2 M) SSW FROM
 JW1376'THE WITNESS POST, 34.0 FT (10.4 M) SSW FROM THE OAK TREE WITH THE
 JW1376'TRIANGULAR BLAZE, 17.0 FT (5.2 M) WNW FROM THE CENTER OF BARK ROAD,
 JW1376'AND 0.5 FT (15.2 CM) HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2315 ***********************************************************************
 MA2315  DESIGNATION -  BARK
 MA2315  PID         -  MA2315
 MA2315  STATE/COUNTY-  PA/MCKEAN
 MA2315  USGS QUAD   -  CYCLONE (1981)
 MA2315
 MA2315                         *CURRENT SURVEY CONTROL
 MA2315  ___________________________________________________________________
 MA2315* NAD 83(1992)-  41 47 13.75483(N)    078 30 29.36680(W)     ADJUSTED  
 MA2315* NAVD 88     -       507.8    (meters)    1666.     (feet)  VERTCON   
 MA2315  ___________________________________________________________________
 MA2315  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 MA2315  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 MA2315
 MA2315  HORZ ORDER  -  SECOND
 MA2315
 MA2315.The horizontal coordinates were established by classical geodetic methods
 MA2315.and adjusted by the National Geodetic Survey in June 2002..
 MA2315
 MA2315.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2315
 MA2315.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2315
 MA2315.The geoid height was determined by GEOID03.
 MA2315
 MA2315;                    North         East     Units Scale Factor Converg.
 MA2315;SPC PA N     -   180,240.047   536,979.404   MT  0.99997762   -0 30 05.6
 MA2315;SPC PA N     -   591,337.55  1,761,739.93   sFT  0.99997762   -0 30 05.6
 MA2315;UTM  17      - 4,629,146.050   707,062.181   MT  1.00012762   +1 39 39.8
 MA2315
 MA2315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2315!SPC PA N     -   0.99992534  x   0.99997762  =   0.99990297
 MA2315!UTM  17      -   0.99992534  x   1.00012762  =   1.00005295
 MA2315
 MA2315:                Primary Azimuth Mark                     Grid Az
 MA2315:SPC PA N     -  SMETHPORT TV CABLE CO MAST               076 09 55.7
 MA2315:UTM  17      -  SMETHPORT TV CABLE CO MAST               074 00 10.3
 MA2315
 MA2315|---------------------------------------------------------------------|
 MA2315| PID    Reference Object                     Distance      Geod. Az  |
 MA2315|                                                           dddmmss.s |
 MA2315| MA2197 SMETHPORT TV CABLE CO MAST          APPROX.10.6 KM 0753950.1 |
 MA2315| CK6576 BARK RM 2                            13.350 METERS 10226     |
 MA2315| MA0034 BARK AZ MK                                         1125955.1 |
 MA2315| CK6575 BARK RM 1                             5.246 METERS 34848     |
 MA2315|---------------------------------------------------------------------|
 MA2315
 MA2315                          SUPERSEDED SURVEY CONTROL
 MA2315
 MA2315  NAD 83(1996)-  41 47 13.75500(N)    078 30 29.36681(W) AD(       ) 2
 MA2315  NAD 83(1986)-  41 47 13.75673(N)    078 30 29.36518(W) AD(       ) 2
 MA2315  NAD 27      -  41 47 13.52979(N)    078 30 30.28715(W) AD(       ) 2
 MA2315  NGVD 29 (07/19/86)  507.9    (m)         1666.     (f) VERT ANG       
 MA2315
 MA2315.Superseded values are not recommended for survey control.
 MA2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2315.See file dsdata.txt to determine how the superseded data were derived.
 MA2315
 MA2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG0706229146(NAD 83)
 MA2315_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2315
 MA2315  HISTORY     - Date     Condition        Report By
 MA2315  HISTORY     - 1968     MONUMENTED       CGS
 MA2315  HISTORY     - 20010524 MARK NOT FOUND   USPSQD
 MA2315  HISTORY     - 20050712 MARK NOT FOUND   USPSQD
 MA2315
 MA2315                          STATION DESCRIPTION
 MA2315
 MA2315'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA2315'THE STATION IS LOCATED ABOUT 8 MILES EAST-NORTHEAST OF MOUNT JEWETT,
 MA2315'3-1/2 MILES WEST-SOUTHWEST OF SMETHPORT, 3/4 MILE NORTH OF U.S.
 MA2315'HIGHWAY 6, 80 YARDS WEST OF A PIPE LINE RIGHT-OF-WAY CROSSING THE
 MA2315'MOUNTAIN AND ON THE PROPERTY OF MR.  RICHARD RANDELL.
 MA2315'
 MA2315'TO REACH THE STATION FROM THE MCKEAN COUNTY COURT HOUSE IN SMETHPORT
 MA2315'GO WEST ON MAIN STREET FOR 0.3 MILE TO A CROSSROAD, THE JUNCTION OF
 MA2315'STATE HIGHWAY 59 AND U.S. HIGHWAY 6, TURN LEFT AND GO SOUTH THEN WEST
 MA2315'ON U.S. HIGHWAY 6 FOR 0.75 MILE TO A SIDE ROAD ON THE RIGHT, THE EAST
 MA2315'ENTRANCE TO THE MCKEAN COUNTY HOME, (TO REACH THE AZIMUTH MARK FROM
 MA2315'THIS POINT GO WEST ON U.S. HIGHWAY 6 FOR 2.3 MILES TO THE MARK ON
 MA2315'THE LEFT 0.1 MILE BEFORE REACHING A PAVED SIDE ROAD ON THE LEFT,)
 MA2315'TURN RIGHT AND GO NORTHWEST ON A MACADAM ROAD FOR 0.2 MILE TO A STEEL
 MA2315'BRIDGE, CROSS THE BRIDGE AND GO 150 FEET TO AN OLD RAILROAD BED,
 MA2315'TURN LEFT AND GO WEST ON THE OLD RAILROAD BED FOR 0.45 MILE TO A
 MA2315'METAL GATE, PASS THROUGH THE GATE AND CONTINUE WEST ON THE
 MA2315'RAILROAD BED FOR 0.8 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND
 MA2315'GO NORTH FOR 0.25 MILE TO A T-ROAD, TURN LEFT AND GO WESTERLY ON
 MA2315'THE WOODS ROAD FOR 0.35 MILE TO A POWER LINE, PASS UNDER THE POWER
 MA2315'LINE AND CONTINUE WESTERLY FOR 1.4 MILES TO A PIPE LINE
 MA2315'RIGHT-OF-WAY, TURN LEFT AND GO SOUTHERLY ALONG THE PIPE LINE
 MA2315'RIGHT-OF-WAY FOR 0.4 MILE TO A CLEARED AREA ON THE RIGHT, TURN RIGHT
 MA2315'AND PASS ALONG THE SOUTH SIDE OF THE WOODS FOR ABOUT 80 YARDS TO
 MA2315'THE STATION.
 MA2315'
 MA2315'THE STATION IS 19.4 FEET SOUTH-SOUTHEAST OF A TRIANGULAR BLAZED TREE
 MA2315'ON THE WEST SIDE OF A LARGE BOULDER AND 11.2 FEET SOUTH-SOUTHEAST
 MA2315'OF A METAL WITNESS POST.  IT IS A STANDARD DISK SET IN THE TOP OF A
 MA2315'SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES AND IS STAMPED BARK
 MA2315'1968.
 MA2315'
 MA2315'REFERENCE MARK NO. 1 IS 6.7 FEET NORTHEAST OF THE METAL WITNESS POST
 MA2315'AND 4.5 FEET WEST-SOUTHWEST OF THE TRIANGULAR BLAZED TREE.  IT
 MA2315'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A 12 BY 6 FOOT BOULDER
 MA2315'PROJECTING 2-1/2 FEET AND IS STAMPED BARK NO 1 1968.
 MA2315'
 MA2315'REFERENCE MARK NO. 2 IS 51.7 FEET WEST-SOUTHWEST OF THE METAL WITNESS
 MA2315'POST.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A 6 BY 6
 MA2315'FOOT BOULDER PROJECTING 4 INCHES AND IS STAMPED BARK NO 2 1968.
 MA2315'
 MA2315'THE AZIMUTH MARK IS 22 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER
 MA2315'OF U.S. HIGHWAY 6 AND 1 FOOT WEST-SOUTHWEST OF THE EAST END OF A
 MA2315'CONCRETE HEADWALL.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 MA2315'THE HEADWALL OF A ROUND CONCRETE CULVERT AND IS STAMPED BARK
 MA2315'1968.
 MA2315'
 MA2315'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 MA2315
 MA2315                          STATION RECOVERY (2001)
 MA2315
 MA2315'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA2315'CONE POST FOUND, DISK MISSING.
 MA2315
 MA2315                          STATION RECOVERY (2005)
 MA2315
 MA2315'RECOVERY NOTE BY US POWER SQUADRON 2005 (SG)
 MA2315'DISK MISSING. IT APPEARS THAT THE CEMENT MONUMENT WAS BROKEN OFF BY
 MA2315'SOME TYPE OF FARMING EQUIPMENT. STATION IS LOCATED IN A PASTURE. RM 1
 MA2315'AND RM 2 WERE FOUND GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0034 ***********************************************************************
 MA0034  DESIGNATION -  BARK AZ MK
 MA0034  PID         -  MA0034
 MA0034  STATE/COUNTY-  PA/MCKEAN
 MA0034  USGS QUAD   -  SMETHPORT (1969)
 MA0034
 MA0034                         *CURRENT SURVEY CONTROL
 MA0034  ___________________________________________________________________
 MA0034* NAD 83(1986)-  41 47 00.     (N)    078 29 49.     (W)     SCALED    
 MA0034* NAVD 88     -       474.167  (meters)    1555.66   (feet)  ADJUSTED  
 MA0034  ___________________________________________________________________
 MA0034  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 MA0034  DYNAMIC HT  -         473.972 (meters)    1555.02  (feet)  COMP
 MA0034  MODELED GRAV-     980,197.1   (mgal)                       NAVD 88
 MA0034
 MA0034  VERT ORDER  -  SECOND    CLASS 0
 MA0034
 MA0034.The horizontal coordinates were scaled from a topographic map and have
 MA0034.an estimated accuracy of +/- 6 seconds.
 MA0034
 MA0034.The orthometric height was determined by differential leveling
 MA0034.and adjusted by the National Geodetic Survey in June 1991..
 MA0034
 MA0034.The geoid height was determined by GEOID03.
 MA0034
 MA0034.The dynamic height is computed by dividing the NAVD 88
 MA0034.geopotential number by the normal gravity value computed on the
 MA0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0034.degrees latitude (g = 980.6199 gals.).
 MA0034
 MA0034.The modeled gravity was interpolated from observed gravity values.
 MA0034
 MA0034;                    North         East    Units  Estimated Accuracy
 MA0034;SPC PA N     -   179,810.      537,910.      MT  (+/- 180 meters Scaled)
 MA0034
 MA0034                          SUPERSEDED SURVEY CONTROL
 MA0034
 MA0034  NGVD 29 (??/??/92)  474.311  (m)         1556.14   (f) ADJ UNCH    2 0
 MA0034
 MA0034.Superseded values are not recommended for survey control.
 MA0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0034.See file dsdata.txt to determine how the superseded data were derived.
 MA0034
 MA0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG080287(NAD 83)
 MA0034_MARKER: DZ = AZIMUTH MARK DISK
 MA0034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0034_SP_SET: CULVERT
 MA0034_STAMPING: BARK 1968
 MA0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0034
 MA0034  HISTORY     - Date     Condition        Report By
 MA0034  HISTORY     - 1968     MONUMENTED       CGS
 MA0034  HISTORY     - 20050712 MARK NOT FOUND   USPSQD
 MA0034
 MA0034                          STATION DESCRIPTION
 MA0034
 MA0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MA0034'3.4 MI W FROM SMETHPORT.
 MA0034'0.3 MILE WEST ALONG U.S. HIGHWAY 6 AND STATE HIGHWAY 59 FROM
 MA0034'THE POST OFFICE, TO THE JUNCTION OF U.S. HIGHWAY 6 AND 59,
 MA0034'THENCE, WEST ALONG U.S. HIGHWAY 6 3.1 MILES, SET IN THE TOP
 MA0034'OF THE SOUTH HEADWALL OF A CONCRETE CULVERT, 22 FEET SOUTH OF
 MA0034'THE CENTERLINE OF THE HIGHWAY, 1 FOOT WEST OF THE EAST END OF
 MA0034'HEADWALL AND IS ABOUT LEVEL WITH THE HIGHWAY.
 MA0034
 MA0034                          STATION RECOVERY (2005)
 MA0034
 MA0034'RECOVERY NOTE BY US POWER SQUADRON 2005 (SG)
 MA0034'ORIGINAL CULVERT WAS REMOVE DUE TO HIGHWAY IMPROVEMENT AND REPLACED
 MA0034'WITH A NEW CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1358 ***********************************************************************
 MA1358  DESIGNATION -  BARKEY RM 1
 MA1358  PID         -  MA1358
 MA1358  STATE/COUNTY-  PA/VENANGO
 MA1358  USGS QUAD   -  BARKEYVILLE (1980)
 MA1358
 MA1358                         *CURRENT SURVEY CONTROL
 MA1358  ___________________________________________________________________
 MA1358* NAD 83(1986)-  41 12 14.     (N)    079 58 22.     (W)     SCALED    
 MA1358* NAVD 88     -       439.912  (meters)    1443.28   (feet)  ADJUSTED  
 MA1358  ___________________________________________________________________
 MA1358  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 MA1358  DYNAMIC HT  -         439.707 (meters)    1442.61  (feet)  COMP
 MA1358  MODELED GRAV-     980,143.2   (mgal)                       NAVD 88
 MA1358
 MA1358  VERT ORDER  -  SECOND    CLASS 0
 MA1358
 MA1358.The horizontal coordinates were scaled from a topographic map and have
 MA1358.an estimated accuracy of +/- 6 seconds.
 MA1358
 MA1358.The orthometric height was determined by differential leveling
 MA1358.and adjusted by the National Geodetic Survey in June 1991..
 MA1358
 MA1358.The geoid height was determined by GEOID03.
 MA1358
 MA1358.The dynamic height is computed by dividing the NAVD 88
 MA1358.geopotential number by the normal gravity value computed on the
 MA1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1358.degrees latitude (g = 980.6199 gals.).
 MA1358
 MA1358.The modeled gravity was interpolated from observed gravity values.
 MA1358
 MA1358;                    North         East    Units  Estimated Accuracy
 MA1358;SPC PA N     -   117,580.      413,590.      MT  (+/- 180 meters Scaled)
 MA1358
 MA1358                          SUPERSEDED SURVEY CONTROL
 MA1358
 MA1358  NGVD 29 (??/??/92)  440.053  (m)         1443.74   (f) ADJ UNCH    2 0
 MA1358
 MA1358.Superseded values are not recommended for survey control.
 MA1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1358.See file dsdata.txt to determine how the superseded data were derived.
 MA1358
 MA1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF861619(NAD 83)
 MA1358_MARKER: DR = REFERENCE MARK DISK
 MA1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1358_STAMPING: BARKEY NO 1
 MA1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1358+STABILITY: SURFACE MOTION
 MA1358
 MA1358  HISTORY     - Date     Condition        Report By
 MA1358  HISTORY     - 1958     MONUMENTED       CGS
 MA1358  HISTORY     - 1958     GOOD             NGS
 MA1358
 MA1358                          STATION DESCRIPTION
 MA1358
 MA1358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MA1358'1 MI N FROM BARKEYVILLE.
 MA1358'ABOUT ONE (1) MILE NORTH OF BARKEYVILLE ALONG HY. 8 ON A LOW
 MA1358'RIDGE AT THE EAST END OF A SMALL ORCHARD, IN A MEADOW.  LOCATED
 MA1358'4 FEET WEST OF A 14 INCH PEAR TREE, 72 1/2 FEET EAST NORTHEAST
 MA1358'OF BARKEY STATION.  EAST OF HY. 8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1357 ***********************************************************************
 MA1357  DESIGNATION -  BARKEY RM 2
 MA1357  PID         -  MA1357
 MA1357  STATE/COUNTY-  PA/VENANGO
 MA1357  USGS QUAD   -  BARKEYVILLE (1980)
 MA1357
 MA1357                         *CURRENT SURVEY CONTROL
 MA1357  ___________________________________________________________________
 MA1357* NAD 83(1986)-  41 12 14.     (N)    079 58 22.     (W)     SCALED    
 MA1357* NAVD 88     -       438.587  (meters)    1438.93   (feet)  ADJUSTED  
 MA1357  ___________________________________________________________________
 MA1357  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 MA1357  DYNAMIC HT  -         438.382 (meters)    1438.26  (feet)  COMP
 MA1357  MODELED GRAV-     980,143.2   (mgal)                       NAVD 88
 MA1357
 MA1357  VERT ORDER  -  SECOND    CLASS 0
 MA1357
 MA1357.The horizontal coordinates were scaled from a topographic map and have
 MA1357.an estimated accuracy of +/- 6 seconds.
 MA1357
 MA1357.The orthometric height was determined by differential leveling
 MA1357.and adjusted by the National Geodetic Survey in June 1991..
 MA1357
 MA1357.The geoid height was determined by GEOID03.
 MA1357
 MA1357.The dynamic height is computed by dividing the NAVD 88
 MA1357.geopotential number by the normal gravity value computed on the
 MA1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1357.degrees latitude (g = 980.6199 gals.).
 MA1357
 MA1357.The modeled gravity was interpolated from observed gravity values.
 MA1357
 MA1357;                    North         East    Units  Estimated Accuracy
 MA1357;SPC PA N     -   117,580.      413,590.      MT  (+/- 180 meters Scaled)
 MA1357
 MA1357                          SUPERSEDED SURVEY CONTROL
 MA1357
 MA1357  NGVD 29 (??/??/92)  438.727  (m)         1439.39   (f) ADJ UNCH    2 0
 MA1357
 MA1357.Superseded values are not recommended for survey control.
 MA1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1357.See file dsdata.txt to determine how the superseded data were derived.
 MA1357
 MA1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF861619(NAD 83)
 MA1357_MARKER: DR = REFERENCE MARK DISK
 MA1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1357_STAMPING: BARKEY NO 2
 MA1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1357+STABILITY: SURFACE MOTION
 MA1357
 MA1357  HISTORY     - Date     Condition        Report By
 MA1357  HISTORY     - 1958     MONUMENTED       CGS
 MA1357  HISTORY     - 1958     GOOD             NGS
 MA1357
 MA1357                          STATION DESCRIPTION
 MA1357
 MA1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MA1357'1 MI N FROM BARKEYVILLE.
 MA1357'ABOUT 1 MILE NORTH ALONG HY 8 FROM BARKEYVILLE, EAST OF HY. 8.
 MA1357'LOCATED ON A LOW RIDGE AT THE EAST END OF A SMALL ORCHARD, IN
 MA1357'A MEADOW.  3 FEET SOUTHEAST OF A 16 INCH APPLE TREE, 97 FEET
 MA1357'NORTHWEST OF BARKEY STATION, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2896 ***********************************************************************
 KW2896  DESIGNATION -  BARKLEY
 KW2896  PID         -  KW2896
 KW2896  STATE/COUNTY-  PA/HUNTINGDON
 KW2896  USGS QUAD   -  MOUNT UNION (1971)
 KW2896
 KW2896                         *CURRENT SURVEY CONTROL
 KW2896  ___________________________________________________________________
 KW2896* NAD 83(1992)-  40 25 43.95108(N)    077 56 36.29548(W)     ADJUSTED  
 KW2896* NAVD 88     -       344.9    (meters)    1132.     (feet)  VERTCON   
 KW2896  ___________________________________________________________________
 KW2896  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 KW2896  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 KW2896
 KW2896  HORZ ORDER  -  SECOND
 KW2896
 KW2896.The horizontal coordinates were established by classical geodetic methods
 KW2896.and adjusted by the National Geodetic Survey in June 2002..
 KW2896
 KW2896.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2896
 KW2896.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2896
 KW2896.The geoid height was determined by GEOID03.
 KW2896
 KW2896;                    North         East     Units Scale Factor Converg.
 KW2896;SPC PA S     -   121,661.451   583,587.982   MT  0.99995957   -0 07 31.8
 KW2896;SPC PA S     -   399,150.94  1,914,654.90   sFT  0.99995957   -0 07 31.8
 KW2896;UTM  18      - 4,479,521.130   250,312.194   MT  1.00036749   -1 54 35.3
 KW2896;UTM  17      - 4,479,847.454   759,289.299   MT  1.00042766   +1 58 59.9
 KW2896
 KW2896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2896!SPC PA S     -   0.99995119  x   0.99995957  =   0.99991076
 KW2896!UTM  18      -   0.99995119  x   1.00036749  =   1.00031866
 KW2896!UTM  17      -   0.99995119  x   1.00042766  =   1.00037883
 KW2896
 KW2896|---------------------------------------------------------------------|
 KW2896| PID    Reference Object                     Distance      Geod. Az  |
 KW2896|                                                           dddmmss.s |
 KW2896| CK6579 BARKLEY RM 2                         33.918 METERS 05832     |
 KW2896| CK6577 BARKLEY AZ MK                                      0782902.1 |
 KW2896| CK6578 BARKLEY RM 1                         32.245 METERS 25632     |
 KW2896|---------------------------------------------------------------------|
 KW2896
 KW2896                          SUPERSEDED SURVEY CONTROL
 KW2896
 KW2896  NAD 83(1986)-  40 25 43.95336(N)    077 56 36.30391(W) AD(       ) 2
 KW2896  NAD 27      -  40 25 43.68021(N)    077 56 37.30236(W) AD(       ) 2
 KW2896  NGVD 29 (07/19/86)  345.1    (m)         1132.     (f) VERT ANG       
 KW2896
 KW2896.Superseded values are not recommended for survey control.
 KW2896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2896.See file dsdata.txt to determine how the superseded data were derived.
 KW2896
 KW2896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK5031279521(NAD 83)
 KW2896_MARKER: DE = TRAVERSE STATION DISK
 KW2896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2896_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KW2896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2896+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2004
 KW2896
 KW2896  HISTORY     - Date     Condition        Report By
 KW2896  HISTORY     - 1967     MONUMENTED       CGS
 KW2896  HISTORY     - 1973     GOOD             NGS
 KW2896  HISTORY     - 20041108 GOOD             USPSQD
 KW2896
 KW2896                          STATION DESCRIPTION
 KW2896
 KW2896'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KW2896'THE STATION IS LOCATED ABOUT 5-1/2 AIRLINE MILES SOUTHEAST OF
 KW2896'HUNTINGDON, ABOUT 2-1/2 AIRLINE MILES NORTH OF MAPLETON AND ABOUT
 KW2896'3/4 AIRLINE MILES SOUTHWEST OF MILL CREEK.  IT IS ON THE NORTH END OF
 KW2896'CLEAR RIDGE, IN THE WEST EDGE OF A CULTIVATED FIELD AND IT IS
 KW2896'ON PROPERTY OWNED BY MR. JAMES AND RALPH BARKLEY.
 KW2896'
 KW2896'TO REACH THE STATION FROM THE POST OFFICE IN MILL CREEK, GO WESTERLY
 KW2896'ON A PAVED STREET FOR 0.05 MILE TO A SIDE STREET RIGHT. TURN RIGHT
 KW2896'AND GO NORTH ON A PAVED STREET FOR 0.05 MILE TO U.S. HIGHWAY 22. (TO
 KW2896'REACH THE AZIMUTH MARK FROM THIS POINT, GO EASTERLY ON U.S. HIGHWAY
 KW2896'22 FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT, NORTH SIDE OF THE
 KW2896'ROAD) TURN LEFT AND GO WESTERLY ON U.S. HIGHWAY 22 FOR 0.75 MILE TO
 KW2896'PENNSYLVANIA HIGHWAY 829.  TURN LEFT AND GO SOUTHERLY ON
 KW2896'PENNSYLVANIA HIGHWAY 829 FOR 1.6 MILES TO A FORK.  KEEP LEFT AND GO
 KW2896'SOUTHEAST ON A PAVED ROAD FOR 0.15 MILE TO A SIDE ROAD LEFT AT
 KW2896'SEVERAL BUILDINGS.  TURN LEFT AND GO EASTERLY ON A BLADED ROAD FOR
 KW2896'0.35 MILE TO THE TOP OF A RIDGE AT A GATE ON THE LEFT.  CONTINUE
 KW2896'STRAIGHT AHEAD AND GO EAST AND NORTHEAST ON A BLADED ROAD FOR 0.35
 KW2896'MILE TO MR. BARKLEYS HOME ON THE LEFT.  CONTINUE NORTHEAST ON THE
 KW2896'BLADED ROAD FOR 0.2 MILE TO THE CULTIVATED FIELD ON THE LEFT AND THE
 KW2896'STATION.
 KW2896'
 KW2896'THE STATION MARK IS 68 FEET NORTHWEST OF THE CENTER OF THE BLADED
 KW2896'ROAD, 20 FEET NORTH-NORTHEAST OF A 16 INCH WALNUT TREE WITH A
 KW2896'TRIANGLE BLAZE AND 15.6 FEET WEST OF A WITNESS POST.  THE MARK IS A
 KW2896'STANDARD TRAVERSE DISK SET IN THE TOP OF A 10-INCH ROUND CONCRETE
 KW2896'MONUMENT WHICH IS FLUSH WITH THE SURFACE AND IT IS STAMPED BARKLEY
 KW2896'1966.
 KW2896'
 KW2896'REFERENCE MARK NO. 1 IS 100 FEET WEST OF THE 16 INCH WALNUT TREE WITH
 KW2896'THE TRIANGLE BLAZE AND 21.6 FEET WEST OF THE WITNESS POST.  THE
 KW2896'MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH ROUND CONCRETE
 KW2896'MONUMENT WHICH PROJECTS 4 INCHES AND IT IS STAMPED BARKLEY NO 1
 KW2896'1966.
 KW2896'
 KW2896'REFERENCE MARK NO. 2 IS 95.8 FEET EAST OF THE WITNESS POST, 10 FEET
 KW2896'NORTHWEST OF THE CENTER OF THE BLADED ROAD AND 3 FEET SOUTH OF A
 KW2896'18 INCH WALNUT TREE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A
 KW2896'10-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 KW2896'AND IT IS STAMPED BARKLEY NO 2 1966.
 KW2896'
 KW2896'THE AZIMUTH MARK IS 25 FEET NORTH OF THE APPROXIMATE CENTER LINE OF
 KW2896'U.S. HIGHWAY 22 AND 3.4 FEET WEST OF A WITNESS POST. THE MARK IS A
 KW2896'STANDARD DISK CEMENTED IN A DRILL HOLE IN A CATCH BASIN WHICH IS
 KW2896'FLUSH WITH THE SURFACE AND IT IS STAMPED BARKLEY 1966.
 KW2896'
 KW2896'HEIGHT OF LIGHT ABOVE STATION MARK 26.38 METERS.
 KW2896
 KW2896                          STATION RECOVERY (1973)
 KW2896
 KW2896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (EW)
 KW2896'STATION WAS RECOVERED AS DESCRIBED.  ALL MARKS WERE FOUND TO BE IN
 KW2896'GOOD CONDITION.
 KW2896
 KW2896                          STATION RECOVERY (2004)
 KW2896
 KW2896'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPP)
 KW2896'BARKLEY IS MARKED BY A 1 INCH STEEL ROD ABOUT 3 FEET TALL NEXT TO THE
 KW2896'MARK.  RM 1 AND RM 2 WERE NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2098 ***********************************************************************
 KW2098  DESIGNATION -  BARN
 KW2098  PID         -  KW2098
 KW2098  STATE/COUNTY-  PA/YORK
 KW2098  USGS QUAD   -  MECHANICSBURG (1987)
 KW2098
 KW2098                         *CURRENT SURVEY CONTROL
 KW2098  ___________________________________________________________________
 KW2098* NAD 83(1992)-  40 07 54.38188(N)    077 01 06.67516(W)     ADJUSTED  
 KW2098* NAVD 88     -       170.565  (meters)     559.60   (feet)  ADJUSTED  
 KW2098  ___________________________________________________________________
 KW2098  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 KW2098  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 KW2098  DYNAMIC HT  -         170.476 (meters)     559.30  (feet)  COMP
 KW2098  MODELED GRAV-     980,102.7   (mgal)                       NAVD 88
 KW2098
 KW2098  HORZ ORDER  -  SECOND
 KW2098  VERT ORDER  -  SECOND    CLASS 0
 KW2098
 KW2098.The horizontal coordinates were established by classical geodetic methods
 KW2098.and adjusted by the National Geodetic Survey in June 2002..
 KW2098
 KW2098.The orthometric height was determined by differential leveling
 KW2098.and adjusted by the National Geodetic Survey in June 1991..
 KW2098
 KW2098.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2098
 KW2098.The geoid height was determined by GEOID03.
 KW2098
 KW2098.The dynamic height is computed by dividing the NAVD 88
 KW2098.geopotential number by the normal gravity value computed on the
 KW2098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2098.degrees latitude (g = 980.6199 gals.).
 KW2098
 KW2098.The modeled gravity was interpolated from observed gravity values.
 KW2098
 KW2098;                    North         East     Units Scale Factor Converg.
 KW2098;SPC PA S     -    88,912.544   662,341.311   MT  0.99997490   +0 28 28.5
 KW2098;SPC PA S     -   291,707.24  2,173,031.45   sFT  0.99997490   +0 28 28.5
 KW2098;UTM  18      - 4,444,335.855   328,025.228   MT  0.99996409   -1 18 04.9
 KW2098
 KW2098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2098!SPC PA S     -   0.99997859  x   0.99997490  =   0.99995349
 KW2098!UTM  18      -   0.99997859  x   0.99996409  =   0.99994268
 KW2098
 KW2098|---------------------------------------------------------------------|
 KW2098| PID    Reference Object                     Distance      Geod. Az  |
 KW2098|                                                           dddmmss.s |
 KW2098| KW2097 BARN RM 2                            11.083 METERS 02607     |
 KW2098| AJ2360 BARN AZ MK                                         1212148.2 |
 KW2098| KW2099 BARN RM 1                             9.805 METERS 13035     |
 KW2098|---------------------------------------------------------------------|
 KW2098
 KW2098                          SUPERSEDED SURVEY CONTROL
 KW2098
 KW2098  NAD 83(1986)-  40 07 54.37759(N)    077 01 06.67606(W) AD(       ) 2
 KW2098  NAD 27      -  40 07 54.05019(N)    077 01 07.75397(W) AD(       ) 2
 KW2098  NGVD 29 (??/??/??)  170.764  (m)          560.25   (f) ADJUSTED    2 0
 KW2098
 KW2098.Superseded values are not recommended for survey control.
 KW2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2098.See file dsdata.txt to determine how the superseded data were derived.
 KW2098
 KW2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK2802544336(NAD 83)
 KW2098_MARKER: DE = TRAVERSE STATION DISK
 KW2098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2098_STAMPING: BARN 1966
 KW2098_MARK LOGO: CGS   
 KW2098_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW2098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2098+STABILITY: SURFACE MOTION
 KW2098
 KW2098  HISTORY     - Date     Condition        Report By
 KW2098  HISTORY     - 1966     MONUMENTED       CGS
 KW2098  HISTORY     - 1966     GOOD             CGS
 KW2098  HISTORY     - 1981     GOOD             LOCENG
 KW2098  HISTORY     - 19810621 GOOD             LOCENG
 KW2098  HISTORY     - 19990321 MARK NOT FOUND   USPSQD
 KW2098
 KW2098                          STATION DESCRIPTION
 KW2098
 KW2098'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW2098'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF CARLISLE, 6 MILES
 KW2098'SOUTHWEST OF MECHANICSBURG, 2 MILES NORTHEAST OF DILLSBURG, ON THE
 KW2098'EAST SIDE OF U.S. HIGHWAY 15 AND ON THE PROPERTY OF MR. CLYDE R.
 KW2098'STRAYER.
 KW2098'
 KW2098'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 15 AND STATE
 KW2098'HIGHWAY 74 IN THE NORTH EDGE OF DILLSBURG GO NORTH ON U.S. HIGHWAY
 KW2098'15 FOR 1.3 MILES TO CROSSROAD AND STATION ON THE RIGHT IN THE
 KW2098'SOUTHEAST ANGLE.  TO REACH THE AZIMUTH MARK FROM THE STATION GO
 KW2098'EASTERLY ON GRAVEL ROAD FOR 0.35 MILE TO CROSSROAD, TURN LEFT,
 KW2098'NORTHEAST ON MACADAM ROAD FOR 0.2 MILE TO AZIMUTH MARK ON THE RIGHT
 KW2098'JUST NORTHEAST OF A LINE OF TREES.
 KW2098'
 KW2098'THE STATION MARK IS 94.5 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF
 KW2098'THE NORTH BOUND LANE OF U.S. HIGHWAY 15, 24 FEET SOUTHWEST OF
 KW2098'THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD, 32.0 FEET NORTHWEST OF
 KW2098'POWER LINE POLE NO. 276-187, 4.2 FEET SOUTH-SOUTHWEST OF A METAL
 KW2098'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE ROADS.  IT IS A
 KW2098'STANDARD TRAVERSE DISK, STAMPED BARN 1966, SET IN THE TOP OF A
 KW2098'12 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 KW2098'
 KW2098'REFERENCE MARK NO. 1 IS 31 FEET SOUTHWEST OF THE APPROXIMATE
 KW2098'CENTERLINE OF THE GRAVEL ROAD, 1.5 FEET SOUTHWEST OF THE POWER
 KW2098'LINE POLE AND ABOUT 2 FEET HIGHER THAN THE STATION.  IT IS A STANDARD
 KW2098'DISK, STAMPED BARN NO 1 1966, SET IN THE TOP OF A 12 INCH SQUARE
 KW2098'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 KW2098'
 KW2098'REFERENCE MARK NO. 2 IS 87.0 FEET SOUTHEAST OF THE NORTH BOUND LANE
 KW2098'OF U.S. HIGHWAY 15, 12 FEET NORTHEAST OF THE APPROXIMATE
 KW2098'CENTERLINE OF THE GRAVEL ROAD, 2.5 FEET NORTHWEST OF A GUARDRAIL
 KW2098'STEEL BEAM AND ABOUT 1 FOOT LOWER THAN THE STATION.  IT IS A
 KW2098'STANDARD DISK, STAMPED BARN NO 2 1966, SET IN THE TOP OF A 12 INCH
 KW2098'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 KW2098'
 KW2098'AZIMUTH MARK IS 17 FEET SOUTHEAST OF THE APPROXIMATE CENTERLINE OF
 KW2098'THE MACADAM ROAD, 14 FEET NORTHEAST OF A 1 FOOT ELM TREE, 5.0 FEET
 KW2098'SOUTH OF A STATE MILE SIGN NO. 3-70, 1.7 FEET WEST-SOUTHWEST OF A
 KW2098'METAL WITNESS POST AND ABOUT 4 FEET HIGHER THAN THE ROAD.  IT IS
 KW2098'A STANDARD DISK STAMPED BARN 1966, SET IN THE TOP OF A 12 INCH SQUARE
 KW2098'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 KW2098
 KW2098                          STATION RECOVERY (1966)
 KW2098
 KW2098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KW2098'1.5 MI N FROM DILLSBURG.
 KW2098'ABOUT 1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 15 FROM ITS JUNCTION
 KW2098'WITH STATE HIGHWAY 74 IN THE NORTHWEST EDGE OF DILLSBURG, 32.17
 KW2098'FEET NORTHWEST OF RM 1, 36.36 FEET SOUTH OF RM 2, 94.5 FEET
 KW2098'SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF HIGHWAY,
 KW2098'24 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD,
 KW2098'32 FEET NORTHWEST OF A POWERLINE POLE, 4 FEET SOUTH OF A METAL
 KW2098'WITNESS SIGN, SET IN THE TOP OF A CONCRETE POST, FLUSH, AND IS
 KW2098'ABOUT LEVEL WITH THE HIGHWAY AND THE GRAVELED ROAD.
 KW2098
 KW2098                          STATION RECOVERY (1981)
 KW2098
 KW2098'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 KW2098'BARN RECOVERED EXCELLENT.
 KW2098'
 KW2098'BARN R.M. 1 RECOVERED GOOD.
 KW2098'
 KW2098'R.M. NO. 2 NOT RECOVERED - LIMITED SEARCH.
 KW2098'
 KW2098'NEW WITNESS POST SET 1.5 FEET SOUTH OF BARN MONUMENT.
 KW2098'
 KW2098'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES NORTH OF
 KW2098'DILLSBURG.
 KW2098
 KW2098                          STATION RECOVERY (1981)
 KW2098
 KW2098'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (CLN)
 KW2098'THE STATION MARK, REFERENCE MARK ONE AND THE AZIMUTH MARK WERE
 KW2098'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK TWO WAS NOT
 KW2098'FOUND AND BELIEVED DESTROYED.  A NEW REFERENCE MARK THREE WAS SET. THE
 KW2098'ANGLES AND DISTANCES TO THE AZIMUTH MARK, GRANTHAM WATER TANK AND
 KW2098'REFERENCE MARK ONE WERE ALL WITHIN CLOSE AGREEMENT WITH THE MOST
 KW2098'RECENT INFORMATION AVAILABLE.  A COMPLETE NEW DESCRIPTION IS REQUIRED.
 KW2098'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) SOUTHEAST OF CARLISLE,
 KW2098'9.65 KM (6.00 MI) SOUTHWEST OF MECHANICSBURG, 3.2 KM (2.00 MI)
 KW2098'NORTHEAST OF DILLSBURG AND ON ROAD RIGHT-OF-WAY.  TO REACH THE STATION
 KW2098'FROM THE INTERSECTION OF US HIGHWAY 15 AND STATE HIGHWAY 74 IN THE
 KW2098'NORTH PART OF DILLSBURG, GO NORTHERLY ON US HIGHWAY 15 FOR 2.0 KM
 KW2098'(1.25 MI) TO A CROSSROADS AND THE STATION IN THE SOUTHEAST ANGLE OF
 KW2098'THE INTERSECTION.
 KW2098' 
 KW2098'THE STATION IS A STANDARD CGS DISK STAMPED--BARN 1966--, SET INTO THE
 KW2098'TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (36 CM) IN DIAMETER,
 KW2098'PROJECTIING 3 INCHES (8 CM) ABOVE THE GROUND.  LOCATED 94.5 FT (28.8
 KW2098'M) SSE FROM THE CENTER OF THE NORTH BOUND LANE OF US HIGHWAY 15, 24.0
 KW2098'FT (7.3 M) SW FROM THE CENTER OF ORE BANK ROAD, 32.0 FT (9.8 M) NW
 KW2098'FROM A POWERLINE POLE NUMBERED 276-187, AND 1.4 FT (0.4 M) N FROM A
 KW2098'WITNESS POST.
 KW2098' 
 KW2098'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--BARN NO 1 1966--,
 KW2098'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (38 CM) IN
 KW2098'DIAMETER, PROJECTIING 3 INCHES (8 CM) ABOVE THE GROUND.  LOCATED 127.0
 KW2098'FT (38.7 M) SSE FROM THE CENTER OF THE NORTH BOUND LANE OF US HIGHWAY
 KW2098'15, 32.0 FT (9.8 M) SE FROM THE WITNESS POST, 1.5 FT (0.5 M) S FROM
 KW2098'THE POWERLINE POLE NUMBERED 276-187, 31.0 FT (9.4 M) SW FROM THE
 KW2098'CENTER OF ORE BANK ROAD, AND 1.4 FT (0.4 M) HIGHER THAN THE STATION.
 KW2098' 
 KW2098'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--BARN 1966 NO 3
 KW2098'1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES (25
 KW2098'CM) IN DIAMETER, FLUSH WITH GROUND.  LOCATED 87.0 FT (26.5 M) SE FROM
 KW2098'THE CENTER OF THE NORTH BOUND LANE OF US HIGHWAY 15, 12.0 FT (3.7 M)
 KW2098'NE FROM THE CENTER OF ORE BANK ROAD, 52.5 FT (16.0 M) NW FROM THE
 KW2098'POWERLINE POLE NUMBERED 276-187, 37.5 FT (11.4 M) NNE FROM THE WITNESS
 KW2098'POST, AND 1.0 FT (0.3 M) LOWER THAN THE STATION.
 KW2098' 
 KW2098'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED--BARN 1966--, SET
 KW2098'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN
 KW2098'DIAMETER, PROJECTIING 2 INCHES (50 CM) ABOVE THE GROUND.  LOCATED 17.0
 KW2098'FT (5.2 M) SE FROM THE CENTER OF SIDDONSBURG ROAD, 14.0 FT (4.3 M) NE
 KW2098'FROM AN ELM TREE, 5.0 FT (1.5 M) S FROM A HIGHWAY MARKER, AND 1.7 FT
 KW2098'(0.5 M) WSW FROM A WITNESS POST. TO REACH THE AZIMUTH MARK FROM THE
 KW2098'STATION, GO EAST ON ORE BANK ROAD FOR 0.5 KM (0.30 MI) TO A
 KW2098'CROSSROADS.  TURN LEFT AND GO NORTH ON SIDDONSBURG ROAD FOR 0.3 KM
 KW2098'(0.20 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 KW2098
 KW2098                          STATION RECOVERY (1999)
 KW2098
 KW2098'RECOVERY NOTE BY US POWER SQUADRON 1999
 KW2098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2099 ***********************************************************************
 KW2099  DESIGNATION -  BARN RM 1
 KW2099  PID         -  KW2099
 KW2099  STATE/COUNTY-  PA/YORK
 KW2099  USGS QUAD   -  MECHANICSBURG (1987)
 KW2099
 KW2099                         *CURRENT SURVEY CONTROL
 KW2099  ___________________________________________________________________
 KW2099* NAD 83(1986)-  40 07 54.     (N)    077 01 06.     (W)     SCALED    
 KW2099* NAVD 88     -       170.976  (meters)     560.94   (feet)  ADJUSTED  
 KW2099  ___________________________________________________________________
 KW2099  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 KW2099  DYNAMIC HT  -         170.887 (meters)     560.65  (feet)  COMP
 KW2099  MODELED GRAV-     980,102.7   (mgal)                       NAVD 88
 KW2099
 KW2099  VERT ORDER  -  SECOND    CLASS 0
 KW2099
 KW2099.The horizontal coordinates were scaled from a topographic map and have
 KW2099.an estimated accuracy of +/- 6 seconds.
 KW2099
 KW2099.The orthometric height was determined by differential leveling
 KW2099.and adjusted by the National Geodetic Survey in June 1991..
 KW2099
 KW2099.The geoid height was determined by GEOID03.
 KW2099
 KW2099.The dynamic height is computed by dividing the NAVD 88
 KW2099.geopotential number by the normal gravity value computed on the
 KW2099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2099.degrees latitude (g = 980.6199 gals.).
 KW2099
 KW2099.The modeled gravity was interpolated from observed gravity values.
 KW2099
 KW2099;                    North         East    Units  Estimated Accuracy
 KW2099;SPC PA S     -    88,900.      662,360.      MT  (+/- 180 meters Scaled)
 KW2099
 KW2099                          SUPERSEDED SURVEY CONTROL
 KW2099
 KW2099  NGVD 29 (??/??/??)  171.176  (m)          561.60   (f) ADJUSTED    2 0
 KW2099
 KW2099.Superseded values are not recommended for survey control.
 KW2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2099.See file dsdata.txt to determine how the superseded data were derived.
 KW2099
 KW2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK280443(NAD 83)
 KW2099_MARKER: DR = REFERENCE MARK DISK
 KW2099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2099_STAMPING: BARN NO 1 1966
 KW2099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2099+STABILITY: SURFACE MOTION
 KW2099
 KW2099  HISTORY     - Date     Condition        Report By
 KW2099  HISTORY     - 1966     MONUMENTED       CGS
 KW2099  HISTORY     - 19990321 MARK NOT FOUND   USPSQD
 KW2099
 KW2099                          STATION DESCRIPTION
 KW2099
 KW2099'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2099'1.5 MI N FROM DILLSBURG.
 KW2099'AT THE BARN STATION SITE-- 32.17 FEET SOUTHEAST OF THE STATION,
 KW2099'31 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE GRAVELED
 KW2099'ROAD, 1.5 FEET SOUTHWEST OF A POWER LINE POLE, SET IN THE TOP
 KW2099'OF A CONCRETE POST, FLUSH, AND IS ABOUT 2 FEET ABOVE THE LEVEL
 KW2099'OF THE STATION.
 KW2099
 KW2099                          STATION RECOVERY (1999)
 KW2099
 KW2099'RECOVERY NOTE BY US POWER SQUADRON 1999
 KW2099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2097 ***********************************************************************
 KW2097  DESIGNATION -  BARN RM 2
 KW2097  PID         -  KW2097
 KW2097  STATE/COUNTY-  PA/YORK
 KW2097  USGS QUAD   -  MECHANICSBURG (1987)
 KW2097
 KW2097                         *CURRENT SURVEY CONTROL
 KW2097  ___________________________________________________________________
 KW2097* NAD 83(1986)-  40 07 54.     (N)    077 01 06.     (W)     SCALED    
 KW2097* NAVD 88     -       170.236  (meters)     558.52   (feet)  ADJUSTED  
 KW2097  ___________________________________________________________________
 KW2097  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 KW2097  DYNAMIC HT  -         170.147 (meters)     558.22  (feet)  COMP
 KW2097  MODELED GRAV-     980,102.7   (mgal)                       NAVD 88
 KW2097
 KW2097  VERT ORDER  -  SECOND    CLASS 0
 KW2097
 KW2097.The horizontal coordinates were scaled from a topographic map and have
 KW2097.an estimated accuracy of +/- 6 seconds.
 KW2097
 KW2097.The orthometric height was determined by differential leveling
 KW2097.and adjusted by the National Geodetic Survey in June 1991..
 KW2097
 KW2097.The geoid height was determined by GEOID03.
 KW2097
 KW2097.The dynamic height is computed by dividing the NAVD 88
 KW2097.geopotential number by the normal gravity value computed on the
 KW2097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2097.degrees latitude (g = 980.6199 gals.).
 KW2097
 KW2097.The modeled gravity was interpolated from observed gravity values.
 KW2097
 KW2097;                    North         East    Units  Estimated Accuracy
 KW2097;SPC PA S     -    88,900.      662,360.      MT  (+/- 180 meters Scaled)
 KW2097
 KW2097                          SUPERSEDED SURVEY CONTROL
 KW2097
 KW2097  NGVD 29 (??/??/??)  170.435  (m)          559.17   (f) ADJUSTED    2 0
 KW2097
 KW2097.Superseded values are not recommended for survey control.
 KW2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2097.See file dsdata.txt to determine how the superseded data were derived.
 KW2097
 KW2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK280443(NAD 83)
 KW2097_MARKER: DR = REFERENCE MARK DISK
 KW2097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2097_STAMPING: BARN NO 2 1966
 KW2097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2097+STABILITY: SURFACE MOTION
 KW2097
 KW2097  HISTORY     - Date     Condition        Report By
 KW2097  HISTORY     - 1966     MONUMENTED       CGS
 KW2097  HISTORY     - 19990321 MARK NOT FOUND   USPSQD
 KW2097
 KW2097                          STATION DESCRIPTION
 KW2097
 KW2097'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2097'1.5 MI NE FROM DILLSBURG.
 KW2097'AT THE BARN STATION SITE-- 36.36 FEET NORTH OF THE STATION, 87
 KW2097'FEET SOUTHEAST OF THE NORTH BOUND LANE OF HIGHWAY, 12 FEET
 KW2097'NORTH EAST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 2.5
 KW2097'FEET NORTHWEST OF A GUARD RAIL, SET IN THE TOP OF A CONCRETE POST,
 KW2097'FLUSH, AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE STATION.
 KW2097
 KW2097                          STATION RECOVERY (1999)
 KW2097
 KW2097'RECOVERY NOTE BY US POWER SQUADRON 1999
 KW2097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2736 ***********************************************************************
 KW2736  DESIGNATION -  BARN RM 3
 KW2736  PID         -  KW2736
 KW2736  STATE/COUNTY-  PA/YORK
 KW2736  USGS QUAD   -  MECHANICSBURG (1987)
 KW2736
 KW2736                         *CURRENT SURVEY CONTROL
 KW2736  ___________________________________________________________________
 KW2736* NAD 83(1986)-  40 07 54.     (N)    077 01 06.     (W)     SCALED    
 KW2736* NAVD 88     -       169.83   (meters)     557.2    (feet)  RESET     
 KW2736  ___________________________________________________________________
 KW2736  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 KW2736
 KW2736  VERT ORDER  -  THIRD
 KW2736
 KW2736.The horizontal coordinates were scaled from a topographic map and have
 KW2736.an estimated accuracy of +/- 6 seconds.
 KW2736
 KW2736.The orthometric height was computed from unverified reset data.
 KW2736.No vertical observational check was made to the station.
 KW2736
 KW2736.The geoid height was determined by GEOID03.
 KW2736
 KW2736;                    North         East    Units  Estimated Accuracy
 KW2736;SPC PA S     -    88,900.      662,360.      MT  (+/- 180 meters Scaled)
 KW2736
 KW2736                          SUPERSEDED SURVEY CONTROL
 KW2736
 KW2736  NGVD 29 (02/24/03)  170.03   (m)          557.8    (f) RESET       3  
 KW2736
 KW2736.Superseded values are not recommended for survey control.
 KW2736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2736.See file dsdata.txt to determine how the superseded data were derived.
 KW2736
 KW2736_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK280443(NAD 83)
 KW2736_MARKER: DR = REFERENCE MARK DISK
 KW2736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2736_STAMPING: BARN 1966 NO 3 1982
 KW2736_MARK LOGO: NGS   
 KW2736_PROJECTION: RECESSED 13 CENTIMETERS
 KW2736_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW2736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2736+STABILITY: SURFACE MOTION
 KW2736
 KW2736  HISTORY     - Date     Condition        Report By
 KW2736  HISTORY     - 1982     MONUMENTED       NGS
 KW2736  HISTORY     - 19820621 GOOD             NGS
 KW2736  HISTORY     - 20060818 MARK NOT FOUND   PADT
 KW2736
 KW2736                          STATION DESCRIPTION
 KW2736
 KW2736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KW2736'2.0 KM (1.2 MI) NORTH FROM DILLSBURG.
 KW2736'2.0 KM (1.2 MI) NORTH ALONG U.S. HIGHWAY 15 FROM ITS JUNCTION WITH
 KW2736'STATE HIGHWAY 74 IN THE NORTH PART OF DILLSBURG, IN THE NORTHEAST
 KW2736'ANGLE OF THE INTERSECTION OF U.S. HIGHWAY 15, 26.5 METERS (87.0 FEET)
 KW2736'SOUTHEAST OF THE CENTER OF THE NORTHBOUND LANE OF U.S. HIGHWAY 15,
 KW2736'16.0 METERS (52.5 FEET) NORTHWEST OF A POWERLINE POLE NUMBER 276-187,
 KW2736'AND 3.6 METERS (12.0 FEET) NORTHEAST OF THE CENTER OF ORE BANK ROAD.
 KW2736'THE MARK IS 37.4 FT  NNE FROM A WITNESS POST.
 KW2736'THE MARK IS 1.0 FT BELOW ROAD.
 KW2736
 KW2736                          STATION RECOVERY (1982)
 KW2736
 KW2736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 KW2736'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--BARN 1966 NO 3
 KW2736'1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES (25
 KW2736'CM) IN DIAMETER FLUSH WITH THE GROUND. LOCATED 87.0 FEET, 26.52 METERS
 KW2736'SOUTHEAST FROM THE CENTER OF THE NORTH BOUND LANE OF U.S. HIGHWAY 15.
 KW2736'12.0 FEET, 3.66 METERS NORTHEAST FROM THE CENTER OF ORE BANK ROAD.
 KW2736'52.5 FEET, 16.00 METERS NORTHWEST FROM THE POWERLINE POLE NUMBERED
 KW2736'276-187 AND 37.5 FEET, 11.43 METERS NORTH NORTHEAST FROM A WITNESS
 KW2736'POST AND 1.0 FOOT, 0.3 METER LOWER THAN THE STATION.
 KW2736
 KW2736                          STATION RECOVERY (2006)
 KW2736
 KW2736'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (JTK)
 KW2736'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2718 ***********************************************************************
 LY2718  DESIGNATION -  BARNES
 LY2718  PID         -  LY2718
 LY2718  STATE/COUNTY-  PA/LACKAWANNA
 LY2718  USGS QUAD   -  MOSCOW (1976)
 LY2718
 LY2718                         *CURRENT SURVEY CONTROL
 LY2718  ___________________________________________________________________
 LY2718* NAD 83(1992)-  41 17 20.32596(N)    075 31 58.25021(W)     ADJUSTED  
 LY2718* NAVD 88     -       616.6    (meters)    2023.     (feet)  VERTCON   
 LY2718  ___________________________________________________________________
 LY2718  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 LY2718  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 LY2718
 LY2718  HORZ ORDER  -  SECOND
 LY2718
 LY2718.The horizontal coordinates were established by classical geodetic methods
 LY2718.and adjusted by the National Geodetic Survey in June 2002..
 LY2718
 LY2718.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2718
 LY2718.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2718
 LY2718.The geoid height was determined by GEOID03.
 LY2718
 LY2718;                    North         East     Units Scale Factor Converg.
 LY2718;SPC PA N     -   127,013.843   785,695.603   MT  0.99995934   +1 28 00.2
 LY2718;SPC PA N     -   416,711.25  2,577,736.32   sFT  0.99995934   +1 28 00.2
 LY2718;UTM  18      - 4,570,974.229   455,382.942   MT  0.99962450   -0 21 05.8
 LY2718
 LY2718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2718!SPC PA N     -   0.99990826  x   0.99995934  =   0.99986760
 LY2718!UTM  18      -   0.99990826  x   0.99962450  =   0.99953279
 LY2718
 LY2718|---------------------------------------------------------------------|
 LY2718| PID    Reference Object                     Distance      Geod. Az  |
 LY2718|                                                           dddmmss.s |
 LY2718| LY2720 BARNES 2                             62.360 METERS 00902     |
 LY2718| LY2707 GOULDSBORO ATT MICROWAVE TOWER      APPROX.12.4 KM 1012109.3 |
 LY2718| CB2704 BARNES AZ MK                                       1890630.8 |
 LY2718| CB2706 BARNES RM 2                          20.333 METERS 26729     |
 LY2718| CB2705 BARNES RM 1                          17.672 METERS 35858     |
 LY2718|---------------------------------------------------------------------|
 LY2718
 LY2718                          SUPERSEDED SURVEY CONTROL
 LY2718
 LY2718  NAD 83(1996)-  41 17 20.32534(N)    075 31 58.25297(W) AD(       ) 2
 LY2718  NAD 83(1986)-  41 17 20.32718(N)    075 31 58.25367(W) AD(       ) 2
 LY2718  NAD 27      -  41 17 20.03090(N)    075 31 59.57870(W) AD(       ) 2
 LY2718  NGVD 29 (07/19/86)  616.8    (m)         2024.     (f) VERT ANG       
 LY2718
 LY2718.Superseded values are not recommended for survey control.
 LY2718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2718.See file dsdata.txt to determine how the superseded data were derived.
 LY2718
 LY2718_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL5538370974(NAD 83)
 LY2718_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2718
 LY2718  HISTORY     - Date     Condition        Report By
 LY2718  HISTORY     - 1960     MONUMENTED       CGS
 LY2718  HISTORY     - 1967     SEE DESCRIPTION  CGS
 LY2718  HISTORY     - 1973     SEE DESCRIPTION  BAKER
 LY2718
 LY2718                          STATION DESCRIPTION
 LY2718
 LY2718'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 LY2718'THE STATION IS LOCATED ON A HIGH PROMINENT HILL WHICH HAS BEEN LOGGED
 LY2718'OFF IN THE RECENT YEARS.  IT IS ABOUT 5.5 MILES SOUTH-SOUTHWEST OF
 LY2718'MOSCOW, 5.5 MILES NORTHWEST OF GOULDSBORO, 1.5 MILES SOUTHWEST OF
 LY2718'DALEVILLE AND ON PROPERTY OWNED BY MR. WILLIS BARNES.
 LY2718'
 LY2718'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAY 307 AND
 LY2718'STATE HIGHWAY 502 ABOUT 1.0 MILE WEST OF DALEVILLE, GO SOUTHEAST ON
 LY2718'STATE HIGHWAY 307 FOR 0.7 MILE TO A CROSSROAD (JUST PAST THE
 LY2718'TRAVELERS MOTEL AND SIGN ON LEFT CLIFTON 6), TURN RIGHT AND GO WEST
 LY2718'FOR 0.95 MILE TO A FARM ROAD RIGHT AND THE AZIMUTH MARK ON THE RIGHT,
 LY2718'TURN RIGHT AND GO NORTH ON FARM ROAD FOR 0.1 MILE TO MR. BARNES
 LY2718'HOUSE ON THE RIGHT AND GATE, PASS THROUGH GATE AND FOLLOW FARM LANE
 LY2718'AROUND LEFT OF BARN FOR 0.05 MILE TO THE END OF LANE, BEAR RIGHT
 LY2718'NORTHEAST FOR 0.15 MILE TO THE TOP OF HILL AND STATION.
 LY2718'
 LY2718'STATION MARK, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 LY2718'MONUMENT, STAMPED BARNES 1960, WHICH PROJECTS ABOUT 2 INCHES
 LY2718'ABOVE THE SURFACE OF THE GROUND.  IT IS 28.0 FEET EAST OF AN 8-INCH
 LY2718'TRIANGULAR BLAZED OAK TREE.  IT IS SET ON THE HIGHEST PART OF THE
 LY2718'HILL.
 LY2718'
 LY2718'REFERENCE MARK 1, IS A STANDARD DISK SET IN THE TOP OF A BOULDER 3 X
 LY2718'3 FEET, STAMPED BARNES NO 1 1960, WHICH PROJECTS ABOUT 1.0 FOOT
 LY2718'ABOVE THE SURFACE OF THE GROUND.  IT IS 65.6 FEET NORTH-NORTHEAST OF
 LY2718'AN 8-INCH TRIANGULAR BLAZED OAK TREE.  IT IS ABOUT THE SAME
 LY2718'ELEVATION AS THE STATION.
 LY2718'
 LY2718'REFERENCE MARK 2, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 LY2718'MONUMENT, STAMPED BARNES NO 2 1960, WHICH PROJECTS ABOUT 2 INCHES
 LY2718'ABOVE THE SURFACE OF THE GROUND.  IT IS 39.1 FEET WEST OF AN 8-INCH
 LY2718'TRIANGULAR BLAZED OAK TREE.  IT IS ABOUT 1.0 FOOT LOWER THAN THE
 LY2718'STATION.
 LY2718'
 LY2718'AZIMUTH MARK, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 LY2718'MONUMENT, STAMPED BARNES 1960, WHICH PROJECTS ABOUT 3 INCHES
 LY2718'ABOVE THE SURFACE OF THE GROUND.  IT IS 29.0 FEET NORTH OF THE CENTER
 LY2718'LINE OF A ASPHALT ROAD, 16.8 FEET EAST OF THE CENTER OF FARM ROAD
 LY2718'LEADING TO MR. BARNES HOME, 4.9 FEET EAST OF A STANDARD METAL WITNESS
 LY2718'POST AND MARKER AND 4.3 FEET EAST OF POWER LINE POLE NUMBER A-129.
 LY2718'
 LY2718'HEIGHT OF LIGHT ABOVE STATION MARK 26.49 METERS.
 LY2718
 LY2718                          STATION RECOVERY (1967)
 LY2718
 LY2718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 LY2718'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND
 LY2718'THE AZIMUTH MARK IS IN GOOD CONDITION.  THE SURFACE STATION
 LY2718'MARK WAS REMOVED AND THE UNDERGROUND DISK WAS CHECKED AND FOUND TO BE
 LY2718'PLUMB.  IT IS POSSIBLE THAT BOTH HAVE BEEN SHIFTED DUE TO EXTENSIVE
 LY2718'GRADING.  REFERENCE MARKS NO. 1 AND NO. 2 WERE DESTROYED BY THE
 LY2718'GRADING.
 LY2718'
 LY2718'A DIFFERENCE IN DIRECTION TO BIG PINE LOOKOUT TOWER AND GOULDSBORO AT
 LY2718'AND T CO. MICROWAVE TOWER WAS NOTED.
 LY2718
 LY2718                          STATION RECOVERY (1973)
 LY2718
 LY2718'RECOVERY NOTE BY M BAKER JR INCORPORATED 1973 (KW)
 LY2718'THE STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT RECOVERED.
 LY2718'THEY ARE ASSUMED TO HAVE BEEN DESTROYED BY EUREKA STONE QUARRY.  THE
 LY2718'AZIMUTH MARK WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2720 ***********************************************************************
 LY2720  DESIGNATION -  BARNES 2
 LY2720  PID         -  LY2720
 LY2720  STATE/COUNTY-  PA/LACKAWANNA
 LY2720  USGS QUAD   -  MOSCOW (1976)
 LY2720
 LY2720                         *CURRENT SURVEY CONTROL
 LY2720  ___________________________________________________________________
 LY2720* NAD 83(1992)-  41 17 22.32230(N)    075 31 57.82937(W)     ADJUSTED  
 LY2720* NAVD 88     -       616.     (meters)    2021.     (feet)  SCALED    
 LY2720  ___________________________________________________________________
 LY2720  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 LY2720  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 LY2720
 LY2720  HORZ ORDER  -  THIRD
 LY2720
 LY2720.The horizontal coordinates were established by classical geodetic methods
 LY2720.and adjusted by the National Geodetic Survey in June 2002..
 LY2720.No horizontal observational check was made to the station.
 LY2720
 LY2720.The orthometric height was scaled from a topographic map.
 LY2720
 LY2720.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2720
 LY2720.The geoid height was determined by GEOID03.
 LY2720
 LY2720;                    North         East     Units Scale Factor Converg.
 LY2720;SPC PA N     -   127,075.658   785,703.816   MT  0.99995932   +1 28 00.5
 LY2720;SPC PA N     -   416,914.05  2,577,763.27   sFT  0.99995932   +1 28 00.5
 LY2720;UTM  18      - 4,571,035.731   455,393.108   MT  0.99962449   -0 21 05.5
 LY2720
 LY2720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2720!SPC PA N     -   0.99990838  x   0.99995932  =   0.99986771
 LY2720!UTM  18      -   0.99990838  x   0.99962449  =   0.99953291
 LY2720
 LY2720|---------------------------------------------------------------------|
 LY2720| PID    Reference Object                     Distance      Geod. Az  |
 LY2720|                                                           dddmmss.s |
 LY2720| CB2708 BARNES 2 RM 4                        11.933 METERS 11435     |
 LY2720| LY2718 BARNES                               62.360 METERS 18902     |
 LY2720| CB2707 BARNES 2 RM 3                         4.050 METERS 34555     |
 LY2720|---------------------------------------------------------------------|
 LY2720
 LY2720                          SUPERSEDED SURVEY CONTROL
 LY2720
 LY2720  NAD 83(1996)-  41 17 22.32168(N)    075 31 57.83213(W) AD(       ) 3
 LY2720  NAD 83(1986)-  41 17 22.32351(N)    075 31 57.83284(W) AD(       ) 3
 LY2720  NAD 27      -  41 17 22.02726(N)    075 31 59.15789(W) AD(       ) 3
 LY2720
 LY2720.Superseded values are not recommended for survey control.
 LY2720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2720.See file dsdata.txt to determine how the superseded data were derived.
 LY2720
 LY2720_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL5539371036(NAD 83)
 LY2720_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2720
 LY2720  HISTORY     - Date     Condition        Report By
 LY2720  HISTORY     - 1967     MONUMENTED       CGS
 LY2720
 LY2720                          STATION DESCRIPTION
 LY2720
 LY2720'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 LY2720'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTH-SOUTHWEST OF MOSCOW, 5.5
 LY2720'MILES NORTHWEST OF GOULDSBORO, 1.5 MILES SOUTHWEST OF DALEVILLE AND
 LY2720'JUST NORTH OF A ROCK QUARRY.
 LY2720'
 LY2720'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 502 AND 307,
 LY2720'ABOUT 1 MILE WEST OF DALEVILLE, GO SOUTHEAST ON STATE HIGHWAY 307
 LY2720'FOR 0.7 MILE TO A CROSSROAD, TURN RIGHT AND GO WEST ON THE PAVED ROAD
 LY2720'FOR 0.95 MILE TO A FARM ROAD ON THE RIGHT AND THE AZIMUTH MARK FOR
 LY2720'STATION BARNES 1960 ALSO ON THE RIGHT, TURN RIGHT AND GO NORTH ON THE
 LY2720'FARM ROAD FOR 0.1 MILE TO A LARGE BARN, PASS TO THE LEFT OF THE
 LY2720'BARN AND CONTINUE NORTH UPHILL FOR 0.2 MILE TO THE STATION, ABOUT 10
 LY2720'FEET LOWER THAN THE HIGHEST PART OF THE HILL.
 LY2720'
 LY2720'THE STATION MARK IS 58 FEET WEST OF AN 8-INCH TRIANGULAR BLAZED TREE,
 LY2720'21 FEET SOUTHWEST OF THE EDGE OF THE FILLED IN AREA AND 6.4 FEET
 LY2720'SOUTHEAST OF A METAL WITNESS POST.  THE MARK IS A STANDARD TRAVERSE
 LY2720'DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES
 LY2720'AND IS STAMPED BARNES 2 1960 1967.
 LY2720'
 LY2720'REFERENCE MARK NO. 3 IS 60 FEET WEST OF AN 8-INCH TRIANGULAR BLAZED
 LY2720'TREE, 10 FEET NORTHEAST OF A METAL WITNESS POST AND 9 FEET SOUTHWEST
 LY2720'OF THE EDGE OF THE FILLED IN AREA.  THE MARK IS A STANDARD DISK
 LY2720'CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING 2 INCHES AND IS
 LY2720'STAMPED BARNES 2 NO 3 1960 1967.
 LY2720'
 LY2720'REFERENCE MARK NO. 4 IS 45.5 FEET SOUTHEAST OF A METAL WITNESS POST,
 LY2720'27 FEET SOUTHWEST OF AN 8-INCH TRIANGULAR BLAZED TREE AND 12 FEET
 LY2720'SOUTHWEST OF THE EDGE OF THE FILLED IN AREA.  THE MARK IS A STANDARD
 LY2720'DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES
 LY2720'AND IS STAMPED BARNES 2 NO 4 1960 1967.
 LY2720'
 LY2720'NO AZIMUTH MARK WAS SET FOR THIS STATION.  A 20-FOOT STAND WILL SEE
 LY2720'THE AZIMUTH MARK FOR STATION BARNES 1960.
 LY2720'
 LY2720'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2330 ***********************************************************************
 KX2330  DESIGNATION -  BARNESBORO RADIO STA WNNC MAST
 KX2330  PID         -  KX2330
 KX2330  STATE/COUNTY-  PA/CAMBRIA
 KX2330  USGS QUAD   -  HASTINGS (1994)
 KX2330
 KX2330                         *CURRENT SURVEY CONTROL
 KX2330  ___________________________________________________________________
 KX2330* NAD 83(1992)-  40 40 35.00227(N)    078 44 28.11174(W)     ADJUSTED  
 KX2330* NAVD 88     -                                                        
 KX2330  ___________________________________________________________________
 KX2330  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 KX2330  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KX2330
 KX2330  HORZ ORDER  -  THIRD
 KX2330
 KX2330.The horizontal coordinates were established by classical geodetic methods
 KX2330.and adjusted by the National Geodetic Survey in June 2002..
 KX2330
 KX2330
 KX2330.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2330
 KX2330.The geoid height was determined by GEOID03.
 KX2330
 KX2330;                    North         East     Units Scale Factor Converg.
 KX2330;SPC PA S     -   149,597.928   516,208.053   MT  0.99996724   -0 38 35.0
 KX2330;SPC PA S     -   490,805.87  1,693,592.59   sFT  0.99996724   -0 38 35.0
 KX2330;UTM  17      - 4,505,287.734   690,907.052   MT  1.00004862   +1 28 21.8
 KX2330
 KX2330                          SUPERSEDED SURVEY CONTROL
 KX2330
 KX2330  NAD 83(1986)-  40 40 35.00778(N)    078 44 28.11692(W) AD(       ) 4
 KX2330  NAD 27      -  40 40 34.76558(N)    078 44 29.01690(W) AD(       ) 3
 KX2330
 KX2330.Superseded values are not recommended for survey control.
 KX2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2330.See file dsdata.txt to determine how the superseded data were derived.
 KX2330
 KX2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF9090705288(NAD 83)
 KX2330_MARKER: 42 = RADIO/TV MAST
 KX2330
 KX2330  HISTORY     - Date     Condition        Report By
 KX2330  HISTORY     - 1967     FIRST OBSERVED   CGS
 KX2330
 KX2330                          STATION DESCRIPTION
 KX2330
 KX2330'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2632 ***********************************************************************
 KW2632  DESIGNATION -  BARNESVILLE A
 KW2632  PID         -  KW2632
 KW2632  STATE/COUNTY-  PA/SCHUYLKILL
 KW2632  USGS QUAD   -  DELANO (1976)
 KW2632
 KW2632                         *CURRENT SURVEY CONTROL
 KW2632  ___________________________________________________________________
 KW2632* NAD 83(1986)-  40 48 43.     (N)    076 00 49.     (W)     SCALED    
 KW2632* NAVD 88     -       369.530  (meters)    1212.37   (feet)  ADJUSTED  
 KW2632  ___________________________________________________________________
 KW2632  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 KW2632  DYNAMIC HT  -         369.349 (meters)    1211.77  (feet)  COMP
 KW2632  MODELED GRAV-     980,124.7   (mgal)                       NAVD 88
 KW2632
 KW2632  VERT ORDER  -  SECOND    CLASS 0
 KW2632
 KW2632.The horizontal coordinates were scaled from a topographic map and have
 KW2632.an estimated accuracy of +/- 6 seconds.
 KW2632
 KW2632.The orthometric height was determined by differential leveling
 KW2632.and adjusted by the National Geodetic Survey in June 1991..
 KW2632
 KW2632.The geoid height was determined by GEOID03.
 KW2632
 KW2632.The dynamic height is computed by dividing the NAVD 88
 KW2632.geopotential number by the normal gravity value computed on the
 KW2632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2632.degrees latitude (g = 980.6199 gals.).
 KW2632
 KW2632.The modeled gravity was interpolated from observed gravity values.
 KW2632
 KW2632;                    North         East    Units  Estimated Accuracy
 KW2632;SPC PA S     -   165,620.      746,490.      MT  (+/- 180 meters Scaled)
 KW2632
 KW2632                          SUPERSEDED SURVEY CONTROL
 KW2632
 KW2632  NGVD 29 (??/??/??)  369.732  (m)         1213.03   (f) ADJUSTED    2 0
 KW2632
 KW2632.Superseded values are not recommended for survey control.
 KW2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2632.See file dsdata.txt to determine how the superseded data were derived.
 KW2632
 KW2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL145183(NAD 83)
 KW2632_MARKER: DB = BENCH MARK DISK
 KW2632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2632_STAMPING: BARNESVILLE A 1942
 KW2632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2632+STABILITY: SURFACE MOTION
 KW2632
 KW2632  HISTORY     - Date     Condition        Report By
 KW2632  HISTORY     - 1942     MONUMENTED       CGS
 KW2632
 KW2632                          STATION DESCRIPTION
 KW2632
 KW2632'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW2632'3 MI NE FROM TAMAQUA.
 KW2632'1.0 MILE NORTH ALONG THE READING CO. RAILROAD FROM THE STATION
 KW2632'AT TAMAQUA, THENCE 2.0 MILES EAST ALONG THE COUNTY ROAD, AT THE
 KW2632'BARNESVILLE C.A.A. INTERMEDIATE AIRPORT, SET UNDER THE AIRWAY
 KW2632'BEACON LIGHT, 15.7 FEET NORTHWEST OF THE WEST GATE POST OF THE
 KW2632'GATE LEADING INTO THE LANDING FIELD, 8 FEET NORTH OF THE LANDING
 KW2632'FIELD FENCE.  A STANDARD DISK SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0174 ***********************************************************************
 KX0174  DESIGNATION -  BARNETT
 KX0174  PID         -  KX0174
 KX0174  STATE/COUNTY-  PA/CLEARFIELD
 KX0174  USGS QUAD   -  RAMEY (1993)
 KX0174
 KX0174                         *CURRENT SURVEY CONTROL
 KX0174  ___________________________________________________________________
 KX0174* NAD 83(1986)-  40 49 51.     (N)    078 23 30.     (W)     SCALED    
 KX0174* NAVD 88     -       513.251  (meters)    1683.89   (feet)  ADJUSTED  
 KX0174  ___________________________________________________________________
 KX0174  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KX0174  DYNAMIC HT  -         512.992 (meters)    1683.04  (feet)  COMP
 KX0174  MODELED GRAV-     980,103.4   (mgal)                       NAVD 88
 KX0174
 KX0174  VERT ORDER  -  SECOND    CLASS 0
 KX0174
 KX0174.The horizontal coordinates were scaled from a topographic map and have
 KX0174.an estimated accuracy of +/- 6 seconds.
 KX0174
 KX0174.The orthometric height was determined by differential leveling
 KX0174.and adjusted by the National Geodetic Survey in June 1991..
 KX0174
 KX0174.The geoid height was determined by GEOID03.
 KX0174
 KX0174.The dynamic height is computed by dividing the NAVD 88
 KX0174.geopotential number by the normal gravity value computed on the
 KX0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0174.degrees latitude (g = 980.6199 gals.).
 KX0174
 KX0174.The modeled gravity was interpolated from observed gravity values.
 KX0174
 KX0174;                    North         East    Units  Estimated Accuracy
 KX0174;SPC PA N     -    73,960.      545,880.      MT  (+/- 180 meters Scaled)
 KX0174
 KX0174                          SUPERSEDED SURVEY CONTROL
 KX0174
 KX0174  NGVD 29 (??/??/92)  513.408  (m)         1684.41   (f) ADJ UNCH    2 0
 KX0174
 KX0174.Superseded values are not recommended for survey control.
 KX0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0174.See file dsdata.txt to determine how the superseded data were derived.
 KX0174
 KX0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF199232(NAD 83)
 KX0174_MARKER: DB = BENCH MARK DISK
 KX0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0174_STAMPING: BARNETT 1934
 KX0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0174+STABILITY: SURFACE MOTION
 KX0174
 KX0174  HISTORY     - Date     Condition        Report By
 KX0174  HISTORY     - 1934     MONUMENTED       CGS
 KX0174  HISTORY     - 1973     MARK NOT FOUND   LOCENG
 KX0174
 KX0174                          STATION DESCRIPTION
 KX0174
 KX0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KX0174'2.1 MI W FROM HOUTZDALE.
 KX0174'2.1 MILES WEST ALONG STATE HIGHWAY 53 FROM HOUTZDALE, CLEARFIELD
 KX0174'COUNTY, AT STATION 7+90/50, 130 FEET EAST OF THE FARM RESIDENCE
 KX0174'OF J.J. BARNETT, AND 18 FEET NORTH OF THE CENTERLINE OF THE
 KX0174'HIGHWAY.  A STANDARD DISK, STAMPED BARNETT 1934 AND SET IN THE
 KX0174'TOP OF A CONCRETE POST.
 KX0174
 KX0174                          STATION RECOVERY (1973)
 KX0174
 KX0174'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 KX0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0708 ***********************************************************************
 KY0708  DESIGNATION -  BARNEY
 KY0708  PID         -  KY0708
 KY0708  STATE/COUNTY-  PA/WASHINGTON
 KY0708  USGS QUAD   -  HACKETT (1993)
 KY0708
 KY0708                         *CURRENT SURVEY CONTROL
 KY0708  ___________________________________________________________________
 KY0708* NAD 83(1986)-  40 10 19.     (N)    080 06 13.     (W)     SCALED    
 KY0708* NAVD 88     -       412.430  (meters)    1353.11   (feet)  ADJUSTED  
 KY0708  ___________________________________________________________________
 KY0708  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 KY0708  DYNAMIC HT  -         412.204 (meters)    1352.37  (feet)  COMP
 KY0708  MODELED GRAV-     980,064.0   (mgal)                       NAVD 88
 KY0708
 KY0708  VERT ORDER  -  SECOND    CLASS 0
 KY0708
 KY0708.The horizontal coordinates were scaled from a topographic map and have
 KY0708.an estimated accuracy of +/- 6 seconds.
 KY0708
 KY0708.The orthometric height was determined by differential leveling
 KY0708.and adjusted by the National Geodetic Survey in June 1991..
 KY0708
 KY0708.The geoid height was determined by GEOID03.
 KY0708
 KY0708.The dynamic height is computed by dividing the NAVD 88
 KY0708.geopotential number by the normal gravity value computed on the
 KY0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0708.degrees latitude (g = 980.6199 gals.).
 KY0708
 KY0708.The modeled gravity was interpolated from observed gravity values.
 KY0708
 KY0708;                    North         East    Units  Estimated Accuracy
 KY0708;SPC PA S     -    95,790.      399,550.      MT  (+/- 180 meters Scaled)
 KY0708
 KY0708                          SUPERSEDED SURVEY CONTROL
 KY0708
 KY0708  NGVD 29 (??/??/92)  412.583  (m)         1353.62   (f) ADJ UNCH    2 0
 KY0708
 KY0708.Superseded values are not recommended for survey control.
 KY0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0708.See file dsdata.txt to determine how the superseded data were derived.
 KY0708
 KY0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE763472(NAD 83)
 KY0708_MARKER: DS = TRIANGULATION STATION DISK
 KY0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0708_STAMPING: BARNEY 1961
 KY0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0708+STABILITY: SURFACE MOTION
 KY0708
 KY0708  HISTORY     - Date     Condition        Report By
 KY0708  HISTORY     - 1961     MONUMENTED       CGS
 KY0708  HISTORY     - 20010711 MARK NOT FOUND   PADT
 KY0708
 KY0708                          STATION DESCRIPTION
 KY0708
 KY0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KY0708'8 MI NE FROM WASHINGTON.
 KY0708'ABOUT 1.85 MILES EAST ALONG INTERSTATE HIGHWAY 70 SOUTH FROM
 KY0708'THE INTERCHANGE BRIDGE AT THE JUNCTION OF INTERSTATE HIGHWAY
 KY0708'70S AND STATE HIGHWAY 519 ABOUT 7.44 MILES NORTHEAST OF WASHINGTON,
 KY0708'THENCE NORTH ACROSS A MEADOW FOR 0.15 MILES TO A GRAVELED ROAD,
 KY0708'CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.3 MILE TO HIGHEST
 KY0708'POINT ON HILL AND THE MARK, 6.3 FEET NORTH OF A STANDARD METAL
 KY0708'WITNESS POST AND ON THE HIGHEST POINT OF THE HILL.  IT IS SET
 KY0708'IN THE TOP OF A CONCRETE MONUMENT THAT PROJECTS ABOUT 1 INCH
 KY0708'ABOVE THE SURFACE OF THE GROUND.  NOTE-- THIS WAS ON A SPUR
 KY0708'LINE FROM B.M. W 284.
 KY0708
 KY0708                          STATION RECOVERY (2001)
 KY0708
 KY0708'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DP)
 KY0708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3107 ***********************************************************************
 KY3107  DESIGNATION -  BARNEY
 KY3107  PID         -  KY3107
 KY3107  STATE/COUNTY-  PA/WASHINGTON
 KY3107  USGS QUAD   -  HACKETT (1993)
 KY3107
 KY3107                         *CURRENT SURVEY CONTROL
 KY3107  ___________________________________________________________________
 KY3107* NAD 83(1992)-  40 10 19.40722(N)    080 06 14.72914(W)     ADJUSTED  
 KY3107* NAVD 88     -       412.43   (+/-2cm)    1353.1    (feet)  VERTCON   
 KY3107  ___________________________________________________________________
 KY3107  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 KY3107  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 KY3107
 KY3107  HORZ ORDER  -  SECOND
 KY3107  VERT ORDER  -  THIRD ? (See Below)
 KY3107
 KY3107.The horizontal coordinates were established by classical geodetic methods
 KY3107.and adjusted by the National Geodetic Survey in June 2002..
 KY3107
 KY3107.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3107.The vertical order pertains to the NGVD 29 superseded value.
 KY3107
 KY3107.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3107
 KY3107.The geoid height was determined by GEOID03.
 KY3107
 KY3107;                    North         East     Units Scale Factor Converg.
 KY3107;SPC PA S     -    95,799.727   399,510.017   MT  0.99997126   -1 31 38.3
 KY3107;SPC PA S     -   314,302.94  1,310,725.78   sFT  0.99997126   -1 31 38.3
 KY3107;UTM  17      - 4,447,238.955   576,282.728   MT  0.99967163   +0 34 40.7
 KY3107
 KY3107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3107!SPC PA S     -   0.99994056  x   0.99997126  =   0.99991182
 KY3107!UTM  17      -   0.99994056  x   0.99967163  =   0.99961221
 KY3107
 KY3107|---------------------------------------------------------------------|
 KY3107| PID    Reference Object                     Distance      Geod. Az  |
 KY3107|                                                           dddmmss.s |
 KY3107| KY0707 BARNEY RM 1                          10.899 METERS 05201     |
 KY3107| KY0702 PIGEON                              APPROX. 3.6 KM 1054414.4 |
 KY3107| CX3193 BARNEY RM 2                          10.865 METERS 32907     |
 KY3107|---------------------------------------------------------------------|
 KY3107
 KY3107                          SUPERSEDED SURVEY CONTROL
 KY3107
 KY3107  NAD 83(1995)-  40 10 19.40320(N)    080 06 14.72422(W) AD(       ) 2
 KY3107  NAD 83(1986)-  40 10 19.41139(N)    080 06 14.73681(W) AD(       ) 2
 KY3107  NAD 27      -  40 10 19.15640(N)    080 06 15.53850(W) AD(       ) 2
 KY3107  NGVD 29 (07/19/86)  412.58   (m)         1353.6    (f) LEVELING    3  
 KY3107
 KY3107.Superseded values are not recommended for survey control.
 KY3107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3107.See file dsdata.txt to determine how the superseded data were derived.
 KY3107
 KY3107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE7628347239(NAD 83)
 KY3107_MARKER: DS = TRIANGULATION STATION DISK
 KY3107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3107
 KY3107  HISTORY     - Date     Condition        Report By
 KY3107  HISTORY     - 1961     MONUMENTED       CGS
 KY3107  HISTORY     - 1971     GOOD             PADT
 KY3107  HISTORY     - 20010711 MARK NOT FOUND   PADT
 KY3107
 KY3107                          STATION DESCRIPTION
 KY3107
 KY3107'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 KY3107'THE STATION IS LOCATED ON THE HIGHEST POINT OF A HIGH BRUSH
 KY3107'COVERED HILL THAT LIES TO THE NORTH SIDE OF A ROCK QUARRY, ON
 KY3107'PROPERTY OWNED BY MR. RANDALL BARNEY, ABOUT 7.5 MILES EAST OF
 KY3107'WASHINGTON, 6.5 MILES NORTHWEST OF BENTLEYVILLE AND 2.0 MILES
 KY3107'EAST-SOUTHEAST OF EIGHTYFOUR.
 KY3107'
 KY3107'TO REACH THE STATION FROM THE TRAFFIC INTERCHANGE, STATE HIGHWAY
 KY3107'481, WHICH IS ABOUT 1.0 MILE NORTH OF BENTLEYVILLE, GO
 KY3107'WEST-SOUTHWEST ON INTERSTATE ROUTE 70 SOUTH FOR 5.58 MILES TO A
 KY3107'RAMP TO A TRAFFIC INTERCHANGE, GO SOUTHWEST DOWN THE RAMP FOR 0.06
 KY3107'MILE TO A BLACKTOP ROAD.  TURN RIGHT AND GO NORTH ON THE BLACK TOP
 KY3107'ROAD FOR 0.12 MILE TO A GRAVELED SIDE ROAD ON THE LEFT.  TURN LEFT
 KY3107'AND GO WEST-NORTHWEST ON THE GRAVELED ROAD WHICH RUNS PARALLEL
 KY3107'WITH HIGHWAY 70 FOR 1.1 MILE TO THE TOP OF A RIDGE AND A TRACK
 KY3107'ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST ON THE TRACK
 KY3107'ROAD, AN OLD QUARRY ROAD, FOR 0.15 MILE TO THE END OF THE ROAD AT
 KY3107'A FENCELINE, CROSS THE FENCELINE, THENCE TURN RIGHT AND GO
 KY3107'NORTHEAST ALONG THE NORTH SIDE OF THE FENCELINE FOR 0.15 MILE TO
 KY3107'THE HIGHEST POINT OF THE HILL AND THE STATION.
 KY3107'
 KY3107'THE STATION MARK, A STANDARD DISK STAMPED BARNEY 1961, IS SET IN
 KY3107'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING ABOUT 1
 KY3107'INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 25.2 FEET NORTH OF A
 KY3107'NORTHEAST AND SOUTHWEST FENCELINE AND 6.3 FEET NORTH OF A STANDARD
 KY3107'METAL WITNESS POST AND MARKER.
 KY3107'
 KY3107'REFERENCE MARK 1, A STANDARD DISK STAMPED BARNEY NO 1 1961, IS
 KY3107'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER FLUSH WITH THE
 KY3107'SURFACE OF THE GROUND.  IT IS 38.5 FEET NORTHEAST OF A STANDARD
 KY3107'METAL WITNESS POST AND MARKER, 36.0 FEET NORTH OF A NORTHEAST AND
 KY3107'SOUTHWEST FENCELINE AND IS 3.0 FEET LOWER THAN THE STATION.
 KY3107'
 KY3107'REFERENCE MARK 2, A STANDARD DISK STAMPED BARNEY NO 2 1961, IS
 KY3107'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH
 KY3107'THE SURFACE OF THE GROUND.  IT IS 62.4 FEET NORTH OF A NORTHEAST
 KY3107'AND SOUTHWEST FENCELINE, 42.0 FEET NORTH OF A STANDARD METAL
 KY3107'WITNESS POST AND MARKER AND IS 1.7 FEET LOWER THAN THE STATION.
 KY3107'
 KY3107'HEIGHT OF LIGHT ABOVE STATION MARK 2.0 METERS.
 KY3107
 KY3107                          STATION RECOVERY (1971)
 KY3107
 KY3107'RECOVERY NOTE BY PA DEPT OF TRANSP 1971
 KY3107'BARNEY 1961 GOOD BARNEY NO. 1 1961
 KY3107'GOOD BARNEY NO. 2 1961 GOOD
 KY3107'
 KY3107'FOUND AS DESCRIBED.
 KY3107
 KY3107                          STATION RECOVERY (2001)
 KY3107
 KY3107'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DP)
 KY3107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0707 ***********************************************************************
 KY0707  DESIGNATION -  BARNEY RM 1
 KY0707  PID         -  KY0707
 KY0707  STATE/COUNTY-  PA/WASHINGTON
 KY0707  USGS QUAD   -  HACKETT (1993)
 KY0707
 KY0707                         *CURRENT SURVEY CONTROL
 KY0707  ___________________________________________________________________
 KY0707* NAD 83(1986)-  40 10 19.     (N)    080 06 14.     (W)     SCALED    
 KY0707* NAVD 88     -       411.492  (meters)    1350.04   (feet)  ADJUSTED  
 KY0707  ___________________________________________________________________
 KY0707  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 KY0707  DYNAMIC HT  -         411.266 (meters)    1349.30  (feet)  COMP
 KY0707  MODELED GRAV-     980,064.0   (mgal)                       NAVD 88
 KY0707
 KY0707  VERT ORDER  -  SECOND    CLASS 0
 KY0707
 KY0707.The horizontal coordinates were scaled from a topographic map and have
 KY0707.an estimated accuracy of +/- 6 seconds.
 KY0707
 KY0707.The orthometric height was determined by differential leveling
 KY0707.and adjusted by the National Geodetic Survey in June 1991..
 KY0707
 KY0707.The geoid height was determined by GEOID03.
 KY0707
 KY0707.The dynamic height is computed by dividing the NAVD 88
 KY0707.geopotential number by the normal gravity value computed on the
 KY0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0707.degrees latitude (g = 980.6199 gals.).
 KY0707
 KY0707.The modeled gravity was interpolated from observed gravity values.
 KY0707
 KY0707;                    North         East    Units  Estimated Accuracy
 KY0707;SPC PA S     -    95,790.      399,530.      MT  (+/- 180 meters Scaled)
 KY0707
 KY0707                          SUPERSEDED SURVEY CONTROL
 KY0707
 KY0707  NGVD 29 (??/??/92)  411.644  (m)         1350.54   (f) ADJ UNCH    2 0
 KY0707
 KY0707.Superseded values are not recommended for survey control.
 KY0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0707.See file dsdata.txt to determine how the superseded data were derived.
 KY0707
 KY0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE763472(NAD 83)
 KY0707_MARKER: DR = REFERENCE MARK DISK
 KY0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0707_STAMPING: BARNEY NO 1 1961
 KY0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0707+STABILITY: SURFACE MOTION
 KY0707
 KY0707  HISTORY     - Date     Condition        Report By
 KY0707  HISTORY     - 1961     MONUMENTED       CGS
 KY0707  HISTORY     - 20010711 MARK NOT FOUND   PADT
 KY0707
 KY0707                          STATION DESCRIPTION
 KY0707
 KY0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KY0707'8 MI NE FROM WASHINGTON.
 KY0707'ABOUT 1.85 MILES EAST ALONG INTERSTATE HIGHWAY 70 SOUTH FROM
 KY0707'THE INTERCHANGE BRIDGE AT THE JUNCTION OF INTERSTATE HIGHWAY
 KY0707'70S AND STATE HIGHWAY 519 ABOUT 7.44 MILES NORTHEAST OF WASHINGTON,
 KY0707'THENCE NORTH ACROSS A MEADOW FOR 0.15 MILE TO A GRAVELED ROAD,
 KY0707'CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.3 MILE TO HIGHEST
 KY0707'POINT ON HILL AND MARK, 38.5 FEET NORTHEAST OF A STANDARD
 KY0707'METAL WITNESS POST, AND 35.76 FEET NORTHEAST OF THE STATION MARK.
 KY0707'IT IS SET IN TOP OF A CONCRETE CYLINDER THAT IS ABOUT FLUSH WITH
 KY0707'THE SURFACE OF THE GROUND.  NOTE-- THIS MARK WAS SPURRED TO
 KY0707'FROM B.M. W 284
 KY0707
 KY0707                          STATION RECOVERY (2001)
 KY0707
 KY0707'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DP)
 KY0707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0709 ***********************************************************************
 KY0709  DESIGNATION -  BARNEY RM 2
 KY0709  PID         -  KY0709
 KY0709  STATE/COUNTY-  PA/WASHINGTON
 KY0709  USGS QUAD   -  HACKETT (1993)
 KY0709
 KY0709                         *CURRENT SURVEY CONTROL
 KY0709  ___________________________________________________________________
 KY0709* NAD 83(1986)-  40 10 19.     (N)    080 06 13.     (W)     SCALED    
 KY0709* NAVD 88     -       411.862  (meters)    1351.25   (feet)  ADJUSTED  
 KY0709  ___________________________________________________________________
 KY0709  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 KY0709  DYNAMIC HT  -         411.636 (meters)    1350.51  (feet)  COMP
 KY0709  MODELED GRAV-     980,064.0   (mgal)                       NAVD 88
 KY0709
 KY0709  VERT ORDER  -  SECOND    CLASS 0
 KY0709
 KY0709.The horizontal coordinates were scaled from a topographic map and have
 KY0709.an estimated accuracy of +/- 6 seconds.
 KY0709
 KY0709.The orthometric height was determined by differential leveling
 KY0709.and adjusted by the National Geodetic Survey in June 1991..
 KY0709
 KY0709.The geoid height was determined by GEOID03.
 KY0709
 KY0709.The dynamic height is computed by dividing the NAVD 88
 KY0709.geopotential number by the normal gravity value computed on the
 KY0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0709.degrees latitude (g = 980.6199 gals.).
 KY0709
 KY0709.The modeled gravity was interpolated from observed gravity values.
 KY0709
 KY0709;                    North         East    Units  Estimated Accuracy
 KY0709;SPC PA S     -    95,790.      399,550.      MT  (+/- 180 meters Scaled)
 KY0709
 KY0709                          SUPERSEDED SURVEY CONTROL
 KY0709
 KY0709  NGVD 29 (??/??/92)  412.014  (m)         1351.75   (f) ADJ UNCH    2 0
 KY0709
 KY0709.Superseded values are not recommended for survey control.
 KY0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0709.See file dsdata.txt to determine how the superseded data were derived.
 KY0709
 KY0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE763472(NAD 83)
 KY0709_MARKER: DR = REFERENCE MARK DISK
 KY0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0709_STAMPING: BARNEY NO 2 1961
 KY0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0709+STABILITY: SURFACE MOTION
 KY0709
 KY0709  HISTORY     - Date     Condition        Report By
 KY0709  HISTORY     - 1961     MONUMENTED       CGS
 KY0709  HISTORY     - 20010711 MARK NOT FOUND   PADT
 KY0709
 KY0709                          STATION DESCRIPTION
 KY0709
 KY0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KY0709'8 MI NE FROM WASHINGTON.
 KY0709'ABOUT 1.85 MILES EAST ALONG INTERSTATE HIGHWAY 70 SOUTH FROM
 KY0709'THE INTERCHANGE BRIDGE AT THE JUNCTION OF INTERSTATE HIGHWAY
 KY0709'70S AND STATE HIGHWAY 519 ABOUT 7.44 MILES NORTHEAST OF WASHINGTON,
 KY0709'THENCE NORTH ACROSS A MEADOW FOR 0.15 MILES TO A GRAVELED ROAD,
 KY0709'CONTINUE NORTH ON THE GRAVELED FOR 0.3 MILE TO HIGHEST POINT
 KY0709'ON HILL AND MARK, 42.0 FEET NORTH OF A STANDARD METAL WITNESS
 KY0709'POST, AND 35.65 FEET NORTHWEST OF THE STATION MARK.  IT IS SET
 KY0709'IN TOP OF A CONCRETE CYLINDER THAT IS ABOUT FLUSH WITH THE SURFACE
 KY0709'OF THE GROUND.  NOTE-- THIS WAS ON A SPUR LINE FROM B.M. W 284
 KY0709
 KY0709                          STATION RECOVERY (2001)
 KY0709
 KY0709'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DP)
 KY0709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1851 ***********************************************************************
 JU1851  DESIGNATION -  BARNSLEY
 JU1851  PID         -  JU1851
 JU1851  STATE/COUNTY-  PA/CHESTER
 JU1851  USGS QUAD   -  OXFORD (1992)
 JU1851
 JU1851                         *CURRENT SURVEY CONTROL
 JU1851  ___________________________________________________________________
 JU1851* NAD 83(1992)-  39 45 41.57430(N)    075 59 33.70208(W)     ADJUSTED  
 JU1851* NAVD 88     -       169.287  (meters)     555.40   (feet)  ADJUSTED  
 JU1851  ___________________________________________________________________
 JU1851  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 JU1851  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JU1851  DYNAMIC HT  -         169.202 (meters)     555.12  (feet)  COMP
 JU1851  MODELED GRAV-     980,120.2   (mgal)                       NAVD 88
 JU1851
 JU1851  HORZ ORDER  -  SECOND
 JU1851  VERT ORDER  -  SECOND    CLASS 0
 JU1851
 JU1851.The horizontal coordinates were established by classical geodetic methods
 JU1851.and adjusted by the National Geodetic Survey in June 2002..
 JU1851
 JU1851.The orthometric height was determined by differential leveling
 JU1851.and adjusted by the National Geodetic Survey in June 1991..
 JU1851
 JU1851.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1851
 JU1851.The geoid height was determined by GEOID03.
 JU1851
 JU1851.The dynamic height is computed by dividing the NAVD 88
 JU1851.geopotential number by the normal gravity value computed on the
 JU1851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1851.degrees latitude (g = 980.6199 gals.).
 JU1851
 JU1851.The modeled gravity was interpolated from observed gravity values.
 JU1851
 JU1851;                    North         East     Units Scale Factor Converg.
 JU1851;SPC PA S     -    49,045.257   750,578.495   MT  1.00003130   +1 08 24.5
 JU1851;SPC PA S     -   160,909.31  2,462,522.95   sFT  1.00003130   +1 08 24.5
 JU1851;SPC MD       -   233,031.326   486,320.346   MT  1.00006937   +0 37 56.0
 JU1851;SPC MD       -   764,536.94  1,595,536.00   sFT  1.00006937   +0 37 56.0
 JU1851;SPC DE       -   195,712.896   150,640.140   MT  1.00002498   -0 22 06.4
 JU1851;SPC DE       -   642,101.39    494,225.19   sFT  1.00002498   -0 22 06.4
 JU1851;UTM  18      - 4,401,763.131   414,969.061   MT  0.99968901   -0 38 05.9
 JU1851
 JU1851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1851!SPC PA S     -   0.99997862  x   1.00003130  =   1.00000992
 JU1851!SPC MD       -   0.99997862  x   1.00006937  =   1.00004799
 JU1851!SPC DE       -   0.99997862  x   1.00002498  =   1.00000360
 JU1851!UTM  18      -   0.99997862  x   0.99968901  =   0.99966764
 JU1851
 JU1851:                Primary Azimuth Mark                     Grid Az
 JU1851:SPC PA S     -  OXFORD PRESBYTERIAN CH SPIRE             021 49 40.4
 JU1851:SPC MD       -  OXFORD PRESBYTERIAN CH SPIRE             022 20 08.9
 JU1851:SPC DE       -  OXFORD PRESBYTERIAN CH SPIRE             023 20 11.3
 JU1851:UTM  18      -  OXFORD PRESBYTERIAN CH SPIRE             023 36 10.8
 JU1851
 JU1851|---------------------------------------------------------------------|
 JU1851| PID    Reference Object                     Distance      Geod. Az  |
 JU1851|                                                           dddmmss.s |
 JU1851| JU3972 OXFORD PRESBYTERIAN CH SPIRE        APPROX. 2.9 KM 0225804.9 |
 JU1851| JU3971 OXFORD TRANSCON PIPELINE MAST       APPROX. 4.9 KM 0243656.6 |
 JU1851| JU1850 BARNSLEY RM 1                        31.352 METERS 06024     |
 JU1851| JU1852 BARNSLEY RM 2                        22.970 METERS 13828     |
 JU1851| JU3957 CHROME ATT MICROWAVE RELAY TWR      APPROX. 3.9 KM 1425634.6 |
 JU1851| CB1228 BARNSLEY AZ MK                                     3014326.4 |
 JU1851|---------------------------------------------------------------------|
 JU1851
 JU1851                          SUPERSEDED SURVEY CONTROL
 JU1851
 JU1851  NAD 83(1991)-  39 45 41.57274(N)    075 59 33.70294(W) AD(       ) 2
 JU1851  NAD 83(1986)-  39 45 41.56833(N)    075 59 33.70875(W) AD(       ) 2
 JU1851  NAD 27      -  39 45 41.17734(N)    075 59 34.90430(W) AD(       ) 2
 JU1851  NGVD 29 (??/??/??)  169.585  (m)          556.38   (f) ADJUSTED    2 0
 JU1851
 JU1851.Superseded values are not recommended for survey control.
 JU1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1851.See file dsdata.txt to determine how the superseded data were derived.
 JU1851
 JU1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK1496901763(NAD 83)
 JU1851_MARKER: DE = TRAVERSE STATION DISK
 JU1851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1851_STAMPING: BARNSLEY 1966
 JU1851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1851+STABILITY: SURFACE MOTION
 JU1851
 JU1851  HISTORY     - Date     Condition        Report By
 JU1851  HISTORY     - 1966     MONUMENTED       CGS
 JU1851  HISTORY     - 1966     GOOD             CGS
 JU1851  HISTORY     - 20011117 GOOD             USPSQD
 JU1851
 JU1851                          STATION DESCRIPTION
 JU1851
 JU1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 JU1851'THE STATION IS LOCTED ABOUT 2.5 MILES NORTH OF THE
 JU1851'PENNSYLVANIA-MARYLAND STATE LINE, 2 MILES SOUTHWEST OF OXFORD,
 JU1851'0.25 MILE EAST OF U.S. HIGHWAY 1 AND AT A VACANT SCHOOL THAT WAS
 JU1851'CALLED THE BARNSLEY SCHOOL.
 JU1851'
 JU1851'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 JU1851'HIGHWAY 10 IN OXFORD, GO SOUTH, ON U.S. HIGHWAY 1 FOR 1.2 MILE
 JU1851'TO A FORK, TAKE THE RIGHT FORK, SOUTHWEST ON U.S. HIGHWAY 1 FOR 0.55
 JU1851'MILE TO AZIMUTH MARK ON THE LEFT, CONTINUE SOUTHWEST FOR
 JU1851'0.15 MILE TO A ANGLEING CROSSROAD, TURN SHARP LEFT, EAST ON MACADAM
 JU1851'ROAD CROSSING RAILROAD TRACKS FOR 0.3 MILE TO A
 JU1851'T-INTERSECTION AND RED BRICK SCHOOL HOUSE ON THE LEFT AND STATION IN
 JU1851'THE NORTHWEST CORNER OF THE SCHOOL GROUNDS.
 JU1851'
 JU1851'THE STATION IS 70.5 FEET WEST OF A 3 FOOT MAPLE TREE, 58.0 FEET
 JU1851'NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL, 15.5 FEET
 JU1851'EAST OF A METAL WITNESS POST WHICH IS SET IN A ROW OF TREES. THE
 JU1851'STATION MARK IS A STANDARD TRAVERSE DISK, STAMPED BARNSLEY
 JU1851'1966, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH
 JU1851'WITH THE GROUND.
 JU1851'
 JU1851'REFERENCE MARK NO 1 IS 67.0 FEET NORTH OF THE NORTHEAST CORNER OF THE
 JU1851'SCHOOL, 46.0 FEET NORTHEAST OF THE 3 FOOT MAPLE TREE, 2.0
 JU1851'FEET WEST OF A POWER LINE POLE NO 4296 AND ABOUT THE SAME ELEVATION
 JU1851'AS THE STATION. IT IS A STANDARD DISK, STAMPED BARNSLEY
 JU1851'NO 1 1966, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS
 JU1851'FLUSH WITH THE GROUND.
 JU1851'
 JU1851'REFERENCE MARK NO 2 IS CEMENTED IN A DRILL HOLE IN THE SIDEWALK JUST
 JU1851'WEST OF THE FIRST STEP LEADING TO THE BACK ENTRANCE TO THE
 JU1851'SCHOOL. IT IS A STANDARD DISK, STAMPED BARNSLEY NO 2 1966, SET FLUSH
 JU1851'WITH THE SIDEWALK.
 JU1851'
 JU1851'AZIMUTH MARK IS 22.0 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY
 JU1851'1, 3.5 FEET SOUTHEAST OF A GUARD RAIL, 2 FEET NORTHEAST OF
 JU1851'A METAL WITNESS PSOT, 1.2 FEET SOUTH OF POWER LINE POLE NO 8090 AND
 JU1851'ABOUT THE SAME ELEVATION AS THE HIGHWAY.
 JU1851'
 JU1851'HEIGHT OF LIGHT ABOVE STATION MARK 26.22 METERS.
 JU1851
 JU1851                          STATION RECOVERY (1966)
 JU1851
 JU1851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JU1851'2.2 MI SW FROM OXFORD.
 JU1851'1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM ITS JUNCTION WITH
 JU1851'STATE HIGHWAYS 10 AND 472 IN OXFORD TO MACADAM ROAD, THENCE
 JU1851'SOUTHEAST ON MACADAM ROAD 0.3 MILE TO THE STATION IN THE NORTHWEST
 JU1851'CORNER OF SCHOOL GROUNDS, 102.86 FEET SOUTHWEST OF RM 1, 75.36
 JU1851'FEET NORTHWEST OF RM 2, 70.5 FEET WEST OF A 3 FOOT MAPLE TREE,
 JU1851'58.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL, 15.5
 JU1851'FEET EAST OF A METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE
 JU1851'POST PROJECTING 1-INCH AND IS ABOUT LEVEL WITH THE ROAD.
 JU1851
 JU1851                          STATION RECOVERY (2001)
 JU1851
 JU1851'RECOVERY NOTE BY US POWER SQUADRON 2001
 JU1851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1850 ***********************************************************************
 JU1850  DESIGNATION -  BARNSLEY RM 1
 JU1850  PID         -  JU1850
 JU1850  STATE/COUNTY-  PA/CHESTER
 JU1850  USGS QUAD   -  OXFORD (1992)
 JU1850
 JU1850                         *CURRENT SURVEY CONTROL
 JU1850  ___________________________________________________________________
 JU1850* NAD 83(1986)-  39 45 41.     (N)    075 59 33.     (W)     SCALED    
 JU1850* NAVD 88     -       169.018  (meters)     554.52   (feet)  ADJUSTED  
 JU1850  ___________________________________________________________________
 JU1850  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JU1850  DYNAMIC HT  -         168.933 (meters)     554.24  (feet)  COMP
 JU1850  MODELED GRAV-     980,120.2   (mgal)                       NAVD 88
 JU1850
 JU1850  VERT ORDER  -  SECOND    CLASS 0
 JU1850
 JU1850.The horizontal coordinates were scaled from a topographic map and have
 JU1850.an estimated accuracy of +/- 6 seconds.
 JU1850
 JU1850.The orthometric height was determined by differential leveling
 JU1850.and adjusted by the National Geodetic Survey in June 1991..
 JU1850
 JU1850.The geoid height was determined by GEOID03.
 JU1850
 JU1850.The dynamic height is computed by dividing the NAVD 88
 JU1850.geopotential number by the normal gravity value computed on the
 JU1850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1850.degrees latitude (g = 980.6199 gals.).
 JU1850
 JU1850.The modeled gravity was interpolated from observed gravity values.
 JU1850
 JU1850;                    North         East    Units  Estimated Accuracy
 JU1850;SPC PA S     -    49,030.      750,600.      MT  (+/- 180 meters Scaled)
 JU1850
 JU1850                          SUPERSEDED SURVEY CONTROL
 JU1850
 JU1850  NGVD 29 (??/??/??)  169.315  (m)          555.49   (f) ADJUSTED    2 0
 JU1850
 JU1850.Superseded values are not recommended for survey control.
 JU1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1850.See file dsdata.txt to determine how the superseded data were derived.
 JU1850
 JU1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK149017(NAD 83)
 JU1850_MARKER: DR = REFERENCE MARK DISK
 JU1850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1850_STAMPING: BARNSLEY NO 1 1966
 JU1850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1850+STABILITY: SURFACE MOTION
 JU1850
 JU1850  HISTORY     - Date     Condition        Report By
 JU1850  HISTORY     - 1966     MONUMENTED       CGS
 JU1850  HISTORY     - 20011117 GOOD             USPSQD
 JU1850
 JU1850                          STATION DESCRIPTION
 JU1850
 JU1850'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1850'2.2 MI SW FROM OXFORD.
 JU1850'AT THE BARNSLEY STATION SITE-- 102.86 FEET NORTHEAST OF THE
 JU1850'STATION, 67 FEET NORTH OF THE NORTHEAST CORNER OF THE SCHOOL,
 JU1850'46 FEET NORTHEAST OF A 3-FOOT MAPLE TREE, 2.0 FEET WEST OF A POWER
 JU1850'LINE POLE NO. 4296, SET IN THE TOP OF A CONCRETE POST, FLUSH,
 JU1850'AND IS ABOUT LEVEL WITH THE STATION MARK.
 JU1850
 JU1850                          STATION RECOVERY (2001)
 JU1850
 JU1850'RECOVERY NOTE BY US POWER SQUADRON 2001
 JU1850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1852 ***********************************************************************
 JU1852  DESIGNATION -  BARNSLEY RM 2
 JU1852  PID         -  JU1852
 JU1852  STATE/COUNTY-  PA/CHESTER
 JU1852  USGS QUAD   -  OXFORD (1992)
 JU1852
 JU1852                         *CURRENT SURVEY CONTROL
 JU1852  ___________________________________________________________________
 JU1852* NAD 83(1986)-  39 45 41.     (N)    075 59 33.     (W)     SCALED    
 JU1852* NAVD 88     -       168.953  (meters)     554.31   (feet)  ADJUSTED  
 JU1852  ___________________________________________________________________
 JU1852  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JU1852  DYNAMIC HT  -         168.868 (meters)     554.03  (feet)  COMP
 JU1852  MODELED GRAV-     980,120.2   (mgal)                       NAVD 88
 JU1852
 JU1852  VERT ORDER  -  SECOND    CLASS 0
 JU1852
 JU1852.The horizontal coordinates were scaled from a topographic map and have
 JU1852.an estimated accuracy of +/- 6 seconds.
 JU1852
 JU1852.The orthometric height was determined by differential leveling
 JU1852.and adjusted by the National Geodetic Survey in June 1991..
 JU1852
 JU1852.The geoid height was determined by GEOID03.
 JU1852
 JU1852.The dynamic height is computed by dividing the NAVD 88
 JU1852.geopotential number by the normal gravity value computed on the
 JU1852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1852.degrees latitude (g = 980.6199 gals.).
 JU1852
 JU1852.The modeled gravity was interpolated from observed gravity values.
 JU1852
 JU1852;                    North         East    Units  Estimated Accuracy
 JU1852;SPC PA S     -    49,030.      750,600.      MT  (+/- 180 meters Scaled)
 JU1852
 JU1852                          SUPERSEDED SURVEY CONTROL
 JU1852
 JU1852  NGVD 29 (??/??/??)  169.250  (m)          555.28   (f) ADJUSTED    2 0
 JU1852
 JU1852.Superseded values are not recommended for survey control.
 JU1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1852.See file dsdata.txt to determine how the superseded data were derived.
 JU1852
 JU1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK149017(NAD 83)
 JU1852_MARKER: DR = REFERENCE MARK DISK
 JU1852_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1852_SP_SET: SIDEWALK
 JU1852_STAMPING: BARNSLEY NO 2 1966
 JU1852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1852
 JU1852  HISTORY     - Date     Condition        Report By
 JU1852  HISTORY     - 1966     MONUMENTED       CGS
 JU1852  HISTORY     - 20011117 GOOD             USPSQD
 JU1852
 JU1852                          STATION DESCRIPTION
 JU1852
 JU1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1852'2.2 MI SW FROM OXFORD.
 JU1852'AT THE BARNSLEY STATION SITE, 75.36 FEET SOUTHEAST OF THE STATION
 JU1852'MARK, SET IN THE SIDEWALK JUST WEST OF THE FIRST STEP LEADING
 JU1852'TO THE BACK ENTRANCE TO THE SCHOOL, AND IS ABOUT LEVEL WITH THE
 JU1852'STATION.
 JU1852
 JU1852                          STATION RECOVERY (2001)
 JU1852
 JU1852'RECOVERY NOTE BY US POWER SQUADRON 2001
 JU1852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2478 ***********************************************************************
 KV2478  DESIGNATION -  BARON
 KV2478  PID         -  KV2478
 KV2478  STATE/COUNTY-  PA/CHESTER
 KV2478  USGS QUAD   -  HONEY BROOK (1983)
 KV2478
 KV2478                         *CURRENT SURVEY CONTROL
 KV2478  ___________________________________________________________________
 KV2478* NAD 83(1992)-  40 02 59.09991(N)    075 55 04.71035(W)     ADJUSTED  
 KV2478* NAVD 88     -       276.553  (meters)     907.32   (feet)  ADJUSTED  
 KV2478  ___________________________________________________________________
 KV2478  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 KV2478  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KV2478  DYNAMIC HT  -         276.410 (meters)     906.86  (feet)  COMP
 KV2478  MODELED GRAV-     980,100.3   (mgal)                       NAVD 88
 KV2478
 KV2478  HORZ ORDER  -  SECOND
 KV2478  VERT ORDER  -  SECOND    CLASS 0
 KV2478
 KV2478.The horizontal coordinates were established by classical geodetic methods
 KV2478.and adjusted by the National Geodetic Survey in June 2002..
 KV2478
 KV2478.The orthometric height was determined by differential leveling
 KV2478.and adjusted by the National Geodetic Survey in June 1991..
 KV2478
 KV2478.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV2478
 KV2478.The geoid height was determined by GEOID03.
 KV2478
 KV2478.The dynamic height is computed by dividing the NAVD 88
 KV2478.geopotential number by the normal gravity value computed on the
 KV2478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2478.degrees latitude (g = 980.6199 gals.).
 KV2478
 KV2478.The modeled gravity was interpolated from observed gravity values.
 KV2478
 KV2478;                    North         East     Units Scale Factor Converg.
 KV2478;SPC PA S     -    81,168.491   756,316.340   MT  0.99998384   +1 11 19.0
 KV2478;SPC PA S     -   266,300.29  2,481,347.86   sFT  0.99998384   +1 11 19.0
 KV2478;UTM  18      - 4,433,682.636   421,698.234   MT  0.99967548   -0 35 26.5
 KV2478
 KV2478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV2478!SPC PA S     -   0.99996193  x   0.99998384  =   0.99994577
 KV2478!UTM  18      -   0.99996193  x   0.99967548  =   0.99963742
 KV2478
 KV2478:                Primary Azimuth Mark                     Grid Az
 KV2478:SPC PA S     -  BARON AZ MK                              007 02 35.1
 KV2478:UTM  18      -  BARON AZ MK                              008 49 20.6
 KV2478
 KV2478|---------------------------------------------------------------------|
 KV2478| PID    Reference Object                     Distance      Geod. Az  |
 KV2478|                                                           dddmmss.s |
 KV2478| KV2476 BARON AZ MK                                        0081354.1 |
 KV2478| KV2477 BARON RM 2                           26.554 METERS 12148     |
 KV2478| KV2484 COMPASS                             APPROX. 4.6 KM 1894250.3 |
 KV2478| KV2479 BARON RM 1                           25.735 METERS 34553     |
 KV2478|---------------------------------------------------------------------|
 KV2478
 KV2478                          SUPERSEDED SURVEY CONTROL
 KV2478
 KV2478  NAD 83(1991)-  40 02 59.09826(N)    075 55 04.71146(W) AD(       ) 2
 KV2478  NAD 83(1986)-  40 02 59.09087(N)    075 55 04.71402(W) AD(       ) 2
 KV2478  NAD 27      -  40 02 58.72518(N)    075 55 05.89505(W) AD(       ) 2
 KV2478  NGVD 29 (??/??/??)  276.810  (m)          908.17   (f) ADJUSTED    2 0
 KV2478
 KV2478.Superseded values are not recommended for survey control.
 KV2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2478.See file dsdata.txt to determine how the superseded data were derived.
 KV2478
 KV2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK2169833683(NAD 83)
 KV2478_MARKER: DE = TRAVERSE STATION DISK
 KV2478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2478_STAMPING: BARON 1966
 KV2478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2478+STABILITY: SURFACE MOTION
 KV2478
 KV2478  HISTORY     - Date     Condition        Report By
 KV2478  HISTORY     - 1966     MONUMENTED       CGS
 KV2478  HISTORY     - 1966     GOOD             CGS
 KV2478  HISTORY     - 1980     GOOD             NGS
 KV2478  HISTORY     - 19910330 MARK NOT FOUND   USPSQD
 KV2478
 KV2478                          STATION DESCRIPTION
 KV2478
 KV2478'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KV2478'THE STATION IS LOCATED ABOUT 4.5 MILES NORTH OF THE INTERSECTION OF
 KV2478'U.S. HIGHWAY 30 AND STATE HIGHWAY 10, 3 MILES SOUTH OF HONEY BROOK,
 KV2478'AND ON THE NORTHWEST END OF A RANGE OF HILLS CALLED THE BARON HILLS.
 KV2478'
 KV2478'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 KV2478'HIGHWAY 10, WHICH IS ABOUT 6 MILES NORTH OF COCHRANVILLE, GO
 KV2478'NORTH ON STATE HIGHWAY 10 FOR 2.85 MILES TO THE JUNCTION OF STATE
 KV2478'HIGHWAY 340, CONTINUE STRAIGHT AHEAD, NORTHWEST, ON STATE HIGHWAY 10
 KV2478'AND 340 FOR 0.1 MILE TO THE JUNCTION WHERE HIGHWAY 10 GOES NORTH AND
 KV2478'340 GOES WEST, GO NORTH, ON HIGHWAY 10 FOR 2.5 MILES TO TOP OF A
 KV2478'HILL AND A LARGE YELLOW HIGHWAY SIGN READING HILL, CONTINUE DOWN HILL
 KV2478'FOR 0.15 MILE TO A TRACK ROAD ON THE LEFT JUST ACROSS THE ROAD FROM A
 KV2478'GRAY TWO STORY HOUSE, TURN LEFT, WEST ON WOODS ROAD FOR 100 FEET
 KV2478'TO A FORK, TAKE THE LEFT FORK, MAIN ROAD FOR 0.05 MILE TO A FORK,
 KV2478'TAKE THE LEFT FORK UP HILL FOR 0.2 MILE TO THE STATION ON THE
 KV2478'RIGHT.
 KV2478'
 KV2478'THE STATION IS 21 FEET NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE
 KV2478'TRACK ROAD, 17.0 FEET SOUTHWEST OF A 12 INCH OAK TREE, 6.0 FEET
 KV2478'EAST OF A METAL WITNESS POST.  IT IS A STANDARD TRAVERSE DISK,
 KV2478'STAMPED BARON 1966, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 KV2478'POST WHICH PROJECTS 4 INCHES.
 KV2478'
 KV2478'REFERENCE MARK NO. 1 IS 70 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 KV2478'THE ROAD, 14.0 FEET SOUTHEAST OF A 12 INCH OAK TREE AND ABOUT THE
 KV2478'SAME ELEVATION AS THE STATION.  IT IS A STANDARD DISK, STAMPED BARON
 KV2478'NO 1 1966, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH
 KV2478'PROJECTS 4 INCHES.
 KV2478'
 KV2478'REFERENCE MARK NO. 2 IS 66 FEET SOUTHEAST OF THE APPROXIMATE
 KV2478'CENTERLINE OF THE ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 KV2478'IT IS A STANDARD DISK, STAMPED BARON NO 2 1966, SET IN THE TOP OF A
 KV2478'12 INCH SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.
 KV2478'
 KV2478'AZIMUTH MARK IS 13 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A
 KV2478'BLACKTOP ROAD, 2.0 FEET WEST OF A TELEPHONE LINE POLE AND ABOUT THE
 KV2478'SAME ELEVATION AS THE ROAD.  IT IS A STANDARD DISK, STAMPED BARON
 KV2478'1966, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 KV2478'3 INCHES.
 KV2478'
 KV2478'TO REACH THE AZIMUTH MARK FROM THE WOODS ROAD ON HIGHWAY 10 CONTINUE
 KV2478'NORTH ON HIGHWAY 10 FOR 0.6 MILE TO A SIDE LEFT, TURN LEFT, WEST,
 KV2478'AND GO 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.
 KV2478'
 KV2478'THE AZIMUTH IS NOT VISIBLE FROM THE GROUND, HOWEVER THE HILL IS TO
 KV2478'BE CLEARED FOR HOUSEING IN THE FUTURE.
 KV2478'
 KV2478'HEIGHT OF LIGHT ABOVE STATION MARK 30.9 METERS.
 KV2478
 KV2478                          STATION RECOVERY (1966)
 KV2478
 KV2478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KV2478'3.2 MI S FROM HONEY BROOK.
 KV2478'ABOUT 2.9 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE POST OFFICE
 KV2478'IN HONEY BROOK TO A TRACK ROAD WEST WHICH IS ABOUT 0.15 MILE
 KV2478'BEFORE REACHING TOP OF MOUNTAIN, THENCE WEST THROUGH WOODS 0.3
 KV2478'MILE TO THE TOP OF MOUNTAIN, 84.43 FEET SOUTH OF RM 1, 87.12 FEET
 KV2478'NORTHWEST OF RM 2, 21 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 KV2478'THE TRACK ROAD, 17 FEET SOUTHWEST OF A 12-INCH OAK TREE, 6.0 FEET
 KV2478'EAST OF A METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE POST
 KV2478'PROJECTING 4-INCHES AND IS ABOUT LEVEL WITH THE TRACK ROAD.
 KV2478
 KV2478                          STATION RECOVERY (1980)
 KV2478
 KV2478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 KV2478'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 KV2478'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  DUE TO
 KV2478'DENSE WOODS AND THE LACK OF VISIBILITY, THE EXACT LOCATION OF THE
 KV2478'AZIMUTH MARK COULD NOT BE DETERMINED NOR COULD A NEW ONE BE
 KV2478'ESTABLISHED AT THIS DATE.
 KV2478
 KV2478                          STATION RECOVERY (1991)
 KV2478
 KV2478'RECOVERY NOTE BY US POWER SQUADRON 1991 (FD)
 KV2478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2476 ***********************************************************************
 KV2476  DESIGNATION -  BARON AZ MK
 KV2476  PID         -  KV2476
 KV2476  STATE/COUNTY-  PA/CHESTER
 KV2476  USGS QUAD   -  HONEY BROOK (1983)
 KV2476
 KV2476                         *CURRENT SURVEY CONTROL
 KV2476  ___________________________________________________________________
 KV2476* NAD 83(1986)-  40 03 46.     (N)    075 54 55.     (W)     SCALED    
 KV2476* NAVD 88     -       244.230  (meters)     801.28   (feet)  ADJUSTED  
 KV2476  ___________________________________________________________________
 KV2476  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KV2476  DYNAMIC HT  -         244.103 (meters)     800.86  (feet)  COMP
 KV2476  MODELED GRAV-     980,099.2   (mgal)                       NAVD 88
 KV2476
 KV2476  VERT ORDER  -  SECOND    CLASS 0
 KV2476
 KV2476.The horizontal coordinates were scaled from a topographic map and have
 KV2476.an estimated accuracy of +/- 6 seconds.
 KV2476
 KV2476.The orthometric height was determined by differential leveling
 KV2476.and adjusted by the National Geodetic Survey in June 1991..
 KV2476
 KV2476.The geoid height was determined by GEOID03.
 KV2476
 KV2476.The dynamic height is computed by dividing the NAVD 88
 KV2476.geopotential number by the normal gravity value computed on the
 KV2476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2476.degrees latitude (g = 980.6199 gals.).
 KV2476
 KV2476.The modeled gravity was interpolated from observed gravity values.
 KV2476
 KV2476;                    North         East    Units  Estimated Accuracy
 KV2476;SPC PA S     -    82,620.      756,520.      MT  (+/- 180 meters Scaled)
 KV2476
 KV2476                          SUPERSEDED SURVEY CONTROL
 KV2476
 KV2476  NGVD 29 (??/??/??)  244.484  (m)          802.11   (f) ADJUSTED    2 0
 KV2476
 KV2476.Superseded values are not recommended for survey control.
 KV2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2476.See file dsdata.txt to determine how the superseded data were derived.
 KV2476
 KV2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK219351(NAD 83)
 KV2476_MARKER: DZ = AZIMUTH MARK DISK
 KV2476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2476_STAMPING: BARON 1966
 KV2476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2476+STABILITY: SURFACE MOTION
 KV2476
 KV2476  HISTORY     - Date     Condition        Report By
 KV2476  HISTORY     - 1966     MONUMENTED       CGS
 KV2476  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV2476  HISTORY     - 19910330 MARK NOT FOUND   USPSQD
 KV2476  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 KV2476  HISTORY     - 20060924 MARK NOT FOUND   GEOCAC
 KV2476
 KV2476                          STATION DESCRIPTION
 KV2476
 KV2476'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2476'2.4 MI S FROM HONEYBROOK.
 KV2476'ABOUT 2.4 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE POST
 KV2476'OFFICE IN HONEYBROOK, 330 FEET WEST OF THE APPROXIMATE CENTER OF
 KV2476'HIGHWAY, 14 FEET SOUTH OF THE APPROXIMATE CENTER OF A BLACKTOP
 KV2476'ROAD, 37.3 FEET SOUTHWEST AND ACROSS ROAD FROM A POWER LINE POLE,
 KV2476'2.0 FEET WEST OF A TELEPHONE POLE NO. 2, SET IN THE TOP OF A
 KV2476'CONCRETE POST PROJECTING 2-INCHES AND IS ABOUT LEVEL WITH THE
 KV2476'HIGHWAY.
 KV2476
 KV2476                          STATION RECOVERY (1990)
 KV2476
 KV2476'RECOVERY NOTE BY US POWER SQUADRON 1990 (JDC)
 KV2476'MARK NOT FOUND.
 KV2476
 KV2476                          STATION RECOVERY (1991)
 KV2476
 KV2476'RECOVERY NOTE BY US POWER SQUADRON 1991 (FEN)
 KV2476'MARK NOT FOUND.
 KV2476
 KV2476                          STATION RECOVERY (2000)
 KV2476
 KV2476'RECOVERY NOTE BY US POWER SQUADRON 2000
 KV2476'MARK NOT FOUND.
 KV2476
 KV2476                          STATION RECOVERY (2006)
 KV2476
 KV2476'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KV2476'POLE NO 2 IS CLOSER TO THE HIGHWAY THAN DESCRIBED. THERE IS A POLE AT
 KV2476'APPROXIMATELY 330 FEET FROM THE HIGHWAY WITH A POLE ACROSS THE ROAD
 KV2476'BUT NO MARK WAS FOUND AT THAT LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2479 ***********************************************************************
 KV2479  DESIGNATION -  BARON RM 1
 KV2479  PID         -  KV2479
 KV2479  STATE/COUNTY-  PA/CHESTER
 KV2479  USGS QUAD   -  HONEY BROOK (1983)
 KV2479
 KV2479                         *CURRENT SURVEY CONTROL
 KV2479  ___________________________________________________________________
 KV2479* NAD 83(1986)-  40 02 58.     (N)    075 55 04.     (W)     SCALED    
 KV2479* NAVD 88     -       275.861  (meters)     905.05   (feet)  ADJUSTED  
 KV2479  ___________________________________________________________________
 KV2479  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KV2479  DYNAMIC HT  -         275.719 (meters)     904.59  (feet)  COMP
 KV2479  MODELED GRAV-     980,100.3   (mgal)                       NAVD 88
 KV2479
 KV2479  VERT ORDER  -  SECOND    CLASS 0
 KV2479
 KV2479.The horizontal coordinates were scaled from a topographic map and have
 KV2479.an estimated accuracy of +/- 6 seconds.
 KV2479
 KV2479.The orthometric height was determined by differential leveling
 KV2479.and adjusted by the National Geodetic Survey in June 1991..
 KV2479
 KV2479.The geoid height was determined by GEOID03.
 KV2479
 KV2479.The dynamic height is computed by dividing the NAVD 88
 KV2479.geopotential number by the normal gravity value computed on the
 KV2479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2479.degrees latitude (g = 980.6199 gals.).
 KV2479
 KV2479.The modeled gravity was interpolated from observed gravity values.
 KV2479
 KV2479;                    North         East    Units  Estimated Accuracy
 KV2479;SPC PA S     -    81,140.      756,330.      MT  (+/- 180 meters Scaled)
 KV2479
 KV2479                          SUPERSEDED SURVEY CONTROL
 KV2479
 KV2479  NGVD 29 (??/??/??)  276.118  (m)          905.90   (f) ADJUSTED    2 0
 KV2479
 KV2479.Superseded values are not recommended for survey control.
 KV2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2479.See file dsdata.txt to determine how the superseded data were derived.
 KV2479
 KV2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK217336(NAD 83)
 KV2479_MARKER: DR = REFERENCE MARK DISK
 KV2479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2479_STAMPING: BARON NO 1 1966
 KV2479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2479+STABILITY: SURFACE MOTION
 KV2479
 KV2479  HISTORY     - Date     Condition        Report By
 KV2479  HISTORY     - 1966     MONUMENTED       CGS
 KV2479
 KV2479                          STATION DESCRIPTION
 KV2479
 KV2479'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2479'3.2 MI S FROM HONEY BROOK.
 KV2479'AT THE BARON STATION SITE-- 84.43 FEET NORTH OF THE STATION.  70
 KV2479'FEET WEST OF THE APPROXIMATE CENTER OF THE TRACK ROAD, 14.0 FEET
 KV2479'SOUTHWEST OF A 12-INCH OAK TREE, SET IN THE TOP OF A CONCRETE POST
 KV2479'PROJECTING 4-INCHES AND IS ABOUT THE SAME ELEVATION AS THE STATION
 KV2479'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2477 ***********************************************************************
 KV2477  DESIGNATION -  BARON RM 2
 KV2477  PID         -  KV2477
 KV2477  STATE/COUNTY-  PA/CHESTER
 KV2477  USGS QUAD   -  HONEY BROOK (1983)
 KV2477
 KV2477                         *CURRENT SURVEY CONTROL
 KV2477  ___________________________________________________________________
 KV2477* NAD 83(1986)-  40 02 58.     (N)    075 55 04.     (W)     SCALED    
 KV2477* NAVD 88     -       276.303  (meters)     906.50   (feet)  ADJUSTED  
 KV2477  ___________________________________________________________________
 KV2477  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KV2477  DYNAMIC HT  -         276.160 (meters)     906.03  (feet)  COMP
 KV2477  MODELED GRAV-     980,100.3   (mgal)                       NAVD 88
 KV2477
 KV2477  VERT ORDER  -  SECOND    CLASS 0
 KV2477
 KV2477.The horizontal coordinates were scaled from a topographic map and have
 KV2477.an estimated accuracy of +/- 6 seconds.
 KV2477
 KV2477.The orthometric height was determined by differential leveling
 KV2477.and adjusted by the National Geodetic Survey in June 1991..
 KV2477
 KV2477.The geoid height was determined by GEOID03.
 KV2477
 KV2477.The dynamic height is computed by dividing the NAVD 88
 KV2477.geopotential number by the normal gravity value computed on the
 KV2477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2477.degrees latitude (g = 980.6199 gals.).
 KV2477
 KV2477.The modeled gravity was interpolated from observed gravity values.
 KV2477
 KV2477;                    North         East    Units  Estimated Accuracy
 KV2477;SPC PA S     -    81,140.      756,330.      MT  (+/- 180 meters Scaled)
 KV2477
 KV2477                          SUPERSEDED SURVEY CONTROL
 KV2477
 KV2477  NGVD 29 (??/??/??)  276.560  (m)          907.35   (f) ADJUSTED    2 0
 KV2477
 KV2477.Superseded values are not recommended for survey control.
 KV2477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2477.See file dsdata.txt to determine how the superseded data were derived.
 KV2477
 KV2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK217336(NAD 83)
 KV2477_MARKER: DR = REFERENCE MARK DISK
 KV2477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2477_STAMPING: BARON NO 2 1966
 KV2477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2477+STABILITY: SURFACE MOTION
 KV2477
 KV2477  HISTORY     - Date     Condition        Report By
 KV2477  HISTORY     - 1966     MONUMENTED       CGS
 KV2477
 KV2477                          STATION DESCRIPTION
 KV2477
 KV2477'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2477'3.2 MI S FROM HONEY BROOK.
 KV2477'AT THE BARON STATION SITE-- 87.12 FEET SOUTHEAST OF THE STATION
 KV2477'MARK, 66 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE TRACK
 KV2477'ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 8-INCHES AND IS
 KV2477'ABOUT LEVEL WITH THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1980 ***********************************************************************
 KX1980  DESIGNATION -  BARRETT
 KX1980  PID         -  KX1980
 KX1980  STATE/COUNTY-  PA/ARMSTRONG
 KX1980  USGS QUAD   -  TEMPLETON (1993)
 KX1980
 KX1980                         *CURRENT SURVEY CONTROL
 KX1980  ___________________________________________________________________
 KX1980* NAD 83(1992)-  40 57 25.25728(N)    079 26 01.42527(W)     ADJUSTED  
 KX1980* NAVD 88     -       478.     (meters)    1568.     (feet)  SCALED    
 KX1980  ___________________________________________________________________
 KX1980  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 KX1980  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KX1980
 KX1980  HORZ ORDER  -  SECOND
 KX1980
 KX1980.The horizontal coordinates were established by classical geodetic methods
 KX1980.and adjusted by the National Geodetic Survey in June 2002..
 KX1980
 KX1980.The orthometric height was scaled from a topographic map.
 KX1980
 KX1980.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1980
 KX1980.The geoid height was determined by GEOID03.
 KX1980
 KX1980;                    North         East     Units Scale Factor Converg.
 KX1980;SPC PA S     -   181,642.056   458,255.938   MT  0.99999850   -1 05 32.6
 KX1980;SPC PA S     -   595,937.31  1,503,461.36   sFT  0.99999850   -1 05 32.6
 KX1980;SPC PA N     -    89,149.099   458,257.636   MT  0.99998892   -1 06 49.9
 KX1980;SPC PA N     -   292,483.34  1,503,466.93   sFT  0.99998892   -1 06 49.9
 KX1980;UTM  17      - 4,535,166.576   631,813.652   MT  0.99981385   +1 01 36.6
 KX1980
 KX1980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX1980!SPC PA S     -   0.99993026  x   0.99999850  =   0.99992876
 KX1980!SPC PA N     -   0.99993026  x   0.99998892  =   0.99991918
 KX1980!UTM  17      -   0.99993026  x   0.99981385  =   0.99974412
 KX1980
 KX1980:                Primary Azimuth Mark                     Grid Az
 KX1980:SPC PA S     -  BARRETT AZ MK                            044 12 37.7
 KX1980:SPC PA N     -  BARRETT AZ MK                            044 13 55.0
 KX1980:UTM  17      -  BARRETT AZ MK                            042 05 28.5
 KX1980
 KX1980|---------------------------------------------------------------------|
 KX1980| PID    Reference Object                     Distance      Geod. Az  |
 KX1980|                                                           dddmmss.s |
 KX1980| CX3194 BARRETT AZ MK                                      0430705.1 |
 KX1980| CX3195 BARRETT RM 1                         64.877 METERS 31227     |
 KX1980| CX3196 BARRETT RM 2                         71.351 METERS 34831     |
 KX1980|---------------------------------------------------------------------|
 KX1980
 KX1980                          SUPERSEDED SURVEY CONTROL
 KX1980
 KX1980  NAD 83(1986)-  40 57 25.25928(N)    079 26 01.42928(W) AD(       ) 2
 KX1980  NAD 27      -  40 57 25.02300(N)    079 26 02.27170(W) AD(       ) 2
 KX1980
 KX1980.Superseded values are not recommended for survey control.
 KX1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1980.See file dsdata.txt to determine how the superseded data were derived.
 KX1980
 KX1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF3181435167(NAD 83)
 KX1980_MARKER: DS = TRIANGULATION STATION DISK
 KX1980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1980
 KX1980  HISTORY     - Date     Condition        Report By
 KX1980  HISTORY     - 1958     MONUMENTED       CGS
 KX1980
 KX1980                          STATION DESCRIPTION
 KX1980
 KX1980'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX1980'THE STATION IS LOCATED ON A BARE SHALE COVERED HILL APPROXIMATELY 6.5
 KX1980'MILES SOUTHWEST OF NEW BETHELEHEM, 2.0 MILES NORTHEAST OF
 KX1980'REESEDALE, 1.75 MILES WEST-SOUTHWEST OF WIDNOON, 1.0 MILE SOUTHWEST
 KX1980'OF KELLERSBURG AND ON PROPERTY OWNED BY MR. ROLAND BARRETT WHO
 KX1980'LIVES APPROXIMATELY 0.8 MILE NORTHEAST OF THE STATION.
 KX1980'
 KX1980'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 28 AND
 KX1980'BLACKTOP ROAD LEADING TO WIDNOON IN THE SMALL VILLAGE OF
 KX1980'DISTANT, WHICH IS APPROXIMATELY 3.0 MILES SOUTH OF NEW BETHELEHEM, GO
 KX1980'SOUTH AND THEN WESTERLY ON BLACKTOP ROAD LEADING TO
 KX1980'WIDNOON FOR 2.2 MILES TO A BLACKTOP SIDE ROAD ON THE LEFT, KEEP
 KX1980'STRAIGHT AHEAD ON BLACKTOP ROAD FOR 0.55 MILE TO A
 KX1980'CROSSROAD, KEEP STRAIGHT AHEAD ON BLACKTOP ROAD FOR 2.05 MILES TO A
 KX1980'ROAD FORK, WHERE BLACKTOP ROAD TURNS RIGHT, KEEP STRAIGHT
 KX1980'AHEAD ON GRAVEL ROAD FOR 0.2 MILE TO A NARROW SIDE ROAD ON THE
 KX1980'LEFT, (TURN LEFT, DOWN HILL, ON NARROW GRAVEL ROAD FOR 0.3 MILE
 KX1980'TO THE AZIMUTH MARK ON THE RIGHT), KEEP STRAIGHT AHEAD ON
 KX1980'MAIN GRAVEL ROAD FOR 0.6 MILE TO A FARM HOUSE ON THE LEFT, CONTINUE
 KX1980'ON GRAVEL ROAD TO THE SECOND FIELD ENTRANCE ON THE LEFT,
 KX1980'WHICH IS APPROXIMATELY 0.15 MILE FROM THE FARM HOUSE, TURN LEFT ON
 KX1980'FIELD ENTRANCE AND FOLLOW TRACK ROAD BACK TOWARD FARM HOUSE,
 KX1980'NORTH, FOR APPROXIMATELY 0.15 MILE THENCE RIGHT, UP HILL, FOR ABOUT
 KX1980'0.1 MILE TO THE TOP OF HILL AND THE STATION JUST NORTH OF
 KX1980'THE HIGHEST PART OF THE HILL.
 KX1980'
 KX1980'STATION MARKS ARE STANDARD DISKS STAMPED BARRETT 1958. THE SURFACE
 KX1980'DISK IS SET IN A SQUARE CONCRETE POST APPROXIMATELY
 KX1980'20 INCHES BELOW THE SURFACE OF THE GROUND. IT IS 238 FEET NORTHWEST
 KX1980'OF THE WEST ONE OF TWO LARGE POWER POLES, 167 FEET
 KX1980'SOUTHEAST OF THE SOUTHEAST CORNER OF FENCE AND JUST NORTH OF THE
 KX1980'HIGHEST PART OF HILL. THE UNDERGROUND DISK IS SET IN AN
 KX1980'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 KX1980'
 KX1980'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BARRETT NO 1 1958, IS
 KX1980'SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.  IT IS
 KX1980'118 FEET EAST OF THE SOUTHWEST CORNER OF FENCE, 69.5 FEET WEST OF THE
 KX1980'SOUTHEAST CORNER OF FENCE AND APPROXIMATELY 10 FEET LOWER IN
 KX1980'ELEVATION THAN THE STATION.
 KX1980'
 KX1980'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BARRETT NO 2 1958, IS
 KX1980'SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.  IT IS
 KX1980'97 FEET NORTH OF THE SOUTHEAST CORNER OF FENCE AND ABOUT 10 FEET
 KX1980'LOWER IN ELEVATION THAN THE STATION.
 KX1980'
 KX1980'AZIMUTH MARK, A STANDARD DISK STAMPED BARRETT 1958, IS SET IN A
 KX1980'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.  IT IS 115 FEET
 KX1980'NORTH OF WHERE POWER LINE CROSSES ROAD, 18 FEET NORTH OF THE CENTER
 KX1980'OF WOODEN GATE, 10 FEET WEST OF THE CENTER OF GRADED ROAD AND
 KX1980'0.5 FEET WEST OF FENCE LINE.  A STANDARD WITNESS POST WAS SET 2 FEET
 KX1980'NORTHEAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2992 ***********************************************************************
 KW2992  DESIGNATION -  BARRY 1885
 KW2992  PID         -  KW2992
 KW2992  STATE/COUNTY-  PA/SCHUYLKILL
 KW2992  USGS QUAD   -  TREMONT (1977)
 KW2992
 KW2992                         *CURRENT SURVEY CONTROL
 KW2992  ___________________________________________________________________
 KW2992* NAD 83(1992)-  40 44 15.48129(N)    076 25 41.10160(W)     ADJUSTED  
 KW2992* NAVD 88     -       556.     (meters)    1824.     (feet)  SCALED    
 KW2992  ___________________________________________________________________
 KW2992  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 KW2992  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KW2992
 KW2992  HORZ ORDER  -  FIRST
 KW2992
 KW2992.The horizontal coordinates were established by classical geodetic methods
 KW2992.and adjusted by the National Geodetic Survey in June 2002..
 KW2992
 KW2992.The orthometric height was scaled from a topographic map.
 KW2992
 KW2992.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2992
 KW2992.The geoid height was determined by GEOID03.
 KW2992
 KW2992;                    North         East     Units Scale Factor Converg.
 KW2992;SPC PA S     -   156,764.231   711,652.226   MT  0.99997201   +0 51 27.5
 KW2992;SPC PA S     -   514,317.31  2,334,812.34   sFT  0.99997201   +0 51 27.5
 KW2992;SPC PA N     -    64,260.654   711,658.168   MT  1.00002671   +0 52 28.2
 KW2992;SPC PA N     -   210,828.50  2,334,831.84   sFT  1.00002671   +0 52 28.2
 KW2992;UTM  18      - 4,510,613.360   379,419.099   MT  0.99977896   -0 55 55.5
 KW2992
 KW2992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2992!SPC PA S     -   0.99991805  x   0.99997201  =   0.99989007
 KW2992!SPC PA N     -   0.99991805  x   1.00002671  =   0.99994476
 KW2992!UTM  18      -   0.99991805  x   0.99977896  =   0.99969703
 KW2992
 KW2992:                Primary Azimuth Mark                     Grid Az
 KW2992:SPC PA S     -  MONTOUR                                  303 56 05.3
 KW2992:SPC PA N     -  MONTOUR                                  303 55 04.6
 KW2992:UTM  18      -  MONTOUR                                  305 43 28.3
 KW2992
 KW2992|---------------------------------------------------------------------|
 KW2992| PID    Reference Object                     Distance      Geod. Az  |
 KW2992|                                                           dddmmss.s |
 KW2992| KW3169 MONTOUR                             APPROX.39.8 KM 3044732.8 |
 KW2992|---------------------------------------------------------------------|
 KW2992
 KW2992                          SUPERSEDED SURVEY CONTROL
 KW2992
 KW2992  NAD 83(1986)-  40 44 15.47929(N)    076 25 41.10398(W) AD(       ) 1
 KW2992  NAD 27      -  40 44 15.14300(N)    076 25 42.30100(W) AD(       ) 1
 KW2992
 KW2992.Superseded values are not recommended for survey control.
 KW2992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2992.See file dsdata.txt to determine how the superseded data were derived.
 KW2992
 KW2992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL7941910613(NAD 83)
 KW2992_MARKER: Z = SEE DESCRIPTION
 KW2992_SETTING: 0 = UNSPECIFIED SETTING
 KW2992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2992_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW2992+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2004
 KW2992
 KW2992  HISTORY     - Date     Condition        Report By
 KW2992  HISTORY     - 1885     MONUMENTED       CGS
 KW2992  HISTORY     - 20040717 GOOD             GEOCAC
 KW2992
 KW2992                          STATION DESCRIPTION
 KW2992
 KW2992'DESCRIBED BY COAST AND GEODETIC SURVEY 1885 (MM)
 KW2992'STATION IS LOCATED ON THE HIGHEST POINT OF THE MAHONGATONGA MOUNTAIN,
 KW2992'ABOUT 5 MILES SW FROM ASHLAND.
 KW2992'
 KW2992'STATION IS MARKED BY A BEER BOTTLE PLACED MOUTH UPWARD ABOUT 3-1/2
 KW2992'FEET BELOW THE SURFACE.  OVER THIS AND 6 INCHES ABOVE IT, IS A FLAT
 KW2992'STONE 24 BY 18 BY 6 INCHES WITH A HOLE 1/2 INCH IN DIAMETER AND 1
 KW2992'INCH DEEP DRILLED IN THE UPPER SURFACE.  ON THIS IS PLACED A MONUMENT
 KW2992'3 FEET BY 5 BY 5 INCHES.  IN THE UPPER SURFACE OF THE MONUMENT, ARE
 KW2992'CUT CROSSLINES, AND ON THE S SIDE THE LETTERS U.S.  THE MONUMENT
 KW2992'PROJECTS 6 INCHES ABOVE A MOUND OF STONES.
 KW2992'
 KW2992'AUGUST 25, 1886- A PILE OF STONES SURROUNDING A POST WAS BUILT N 72
 KW2992'DEG 1/2 W, 16 FEET FROM STATION, ALSO A SIMILAR PILE WAS BUILT S 72
 KW2992'DEG 1/2 E, 17 FEET FROM STATION.  A HOLE 1 INCH DEEP IS DRILLED IN A
 KW2992'FIRM STONE N 18 DEG 1/2 E, 13 FEET FROM STATION.  A TRIANGLE IS CUT
 KW2992'ON A FIRM STONE S 18 DEG 1/2 W, 9 FEET FROM STATION.
 KW2992'
 KW2992'STATION MOST READILY REACHED BY WAY OF ASHLAND ON THE PHILA. AND
 KW2992'READING RAILROAD, THENCE SW 4-1/2 MILES TO TAYLORSVILLE BY TEAM.
 KW2992'
 KW2992'FROM TAYLORSVILLE A ROAD LEADS SW TO THE TOP OF THE MOUNTAIN, WHERE
 KW2992'THERE IS AN OLD CLEARING CONTAINING THE RUINS OF A HOUSE.  THERE
 KW2992'TAKE A WOOD ROAD LEADING TO THE RIGHT, FOLLOW THIS UNTIL ANOTHER
 KW2992'CLEARING IS REACHED.  TURN TO THE RIGHT AND FOLLOW THE ROAD FOR
 KW2992'ABOUT A MILE, TO A POINT WHERE THE ROAD FORKS, TAKE THE LEFTHAND ROAD
 KW2992'AND FOLLOW IT FOR ABOUT 200 FEET.  THE STATION IS ON THE N SIDE OF
 KW2992'THE ROAD AND ABOUT 100 FEET FROM IT.
 KW2992
 KW2992                          STATION RECOVERY (2004)
 KW2992
 KW2992'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW2992'RECOVERED MARK, TRIANGLE AND DRILL HOLE REFERENCE MARKS AND ONE
 KW2992'BOULDER PILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1280 ***********************************************************************
 LY1280  DESIGNATION -  BARTON
 LY1280  PID         -  LY1280
 LY1280  STATE/COUNTY-  PA/MONROE
 LY1280  USGS QUAD   -  MOUNT POCONO (1992)
 LY1280
 LY1280                         *CURRENT SURVEY CONTROL
 LY1280  ___________________________________________________________________
 LY1280* NAD 83(1992)-  41 00 19.84729(N)    075 16 49.69599(W)     ADJUSTED  
 LY1280* NAVD 88     -       236.001  (meters)     774.28   (feet)  ADJUSTED  
 LY1280  ___________________________________________________________________
 LY1280  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 LY1280  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 LY1280  DYNAMIC HT  -         235.891 (meters)     773.92  (feet)  COMP
 LY1280  MODELED GRAV-     980,154.9   (mgal)                       NAVD 88
 LY1280
 LY1280  HORZ ORDER  -  SECOND
 LY1280  VERT ORDER  -  SECOND    CLASS 0
 LY1280
 LY1280.The horizontal coordinates were established by classical geodetic methods
 LY1280.and adjusted by the National Geodetic Survey in June 2002..
 LY1280
 LY1280.The orthometric height was determined by differential leveling
 LY1280.and adjusted by the National Geodetic Survey in June 1991..
 LY1280
 LY1280.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY1280
 LY1280.The geoid height was determined by GEOID03.
 LY1280
 LY1280.The dynamic height is computed by dividing the NAVD 88
 LY1280.geopotential number by the normal gravity value computed on the
 LY1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1280.degrees latitude (g = 980.6199 gals.).
 LY1280
 LY1280.The modeled gravity was interpolated from observed gravity values.
 LY1280
 LY1280;                    North         East     Units Scale Factor Converg.
 LY1280;SPC PA N     -    96,118.667   807,725.177   MT  0.99998253   +1 38 01.3
 LY1280;SPC PA N     -   315,349.33  2,650,011.68   sFT  0.99998253   +1 38 01.3
 LY1280;UTM  18      - 4,539,406.950   476,413.903   MT  0.99960685   -0 11 02.5
 LY1280
 LY1280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY1280!SPC PA N     -   0.99996818  x   0.99998253  =   0.99995071
 LY1280!UTM  18      -   0.99996818  x   0.99960685  =   0.99957504
 LY1280
 LY1280|---------------------------------------------------------------------|
 LY1280| PID    Reference Object                     Distance      Geod. Az  |
 LY1280|                                                           dddmmss.s |
 LY1280| LY1279 BARTON RM 1                          33.132 METERS 14131     |
 LY1280| KV3623 BRISLIN                             APPROX. 2.2 KM 1424430.4 |
 LY1280| LY1281 BARTON RM 2                          35.851 METERS 25155     |
 LY1280| LY1282 BARTON AZ MK                                       2883236.2 |
 LY1280|---------------------------------------------------------------------|
 LY1280
 LY1280                          SUPERSEDED SURVEY CONTROL
 LY1280
 LY1280  NAD 83(1996)-  41 00 19.84734(N)    075 16 49.69833(W) AD(       ) 2
 LY1280  NAD 83(1986)-  41 00 19.84677(N)    075 16 49.69735(W) AD(       ) 2
 LY1280  NAD 27      -  41 00 19.51410(N)    075 16 51.03680(W) AD(       ) 2
 LY1280  NGVD 29 (??/??/92)  236.182  (m)          774.87   (f) ADJ UNCH    2 0
 LY1280
 LY1280.Superseded values are not recommended for survey control.
 LY1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1280.See file dsdata.txt to determine how the superseded data were derived.
 LY1280
 LY1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL7641439407(NAD 83)
 LY1280_MARKER: DS = TRIANGULATION STATION DISK
 LY1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1280_STAMPING: BARTON 1958
 LY1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1280+STABILITY: SURFACE MOTION
 LY1280
 LY1280  HISTORY     - Date     Condition        Report By
 LY1280  HISTORY     - 1958     MONUMENTED       CGS
 LY1280  HISTORY     - 1958     GOOD             CGS
 LY1280
 LY1280                          STATION DESCRIPTION
 LY1280
 LY1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JMR)
 LY1280'THE STATION IS LOCATED IN THE SMALL VILLAGE OF BARTONSVILLE, ON THE
 LY1280'NORTHEAST SIDE OF U.S. HIGHWAY 611, ABOUT 4-1/2 MILES
 LY1280'WEST-NORTHWEST OF STROUDSBURG, IN A VACANT LOT.  IT IS 70 FEET NORTH
 LY1280'OF A GULF SERVICE STATION AND IS ON PROPERTY OWNED BY A MR. WALTER
 LY1280'PEENEY WHO LIVES IN STROUDSBURG.
 LY1280'
 LY1280'TO REACH THE STATION FROM THE POST OFFICE AND JUNCTION OF U.S.
 LY1280'HIGHWAY 611 AND STATE HIGHWAY 12 IN BARTONSVILLE BY GOING NORTH ON
 LY1280'U.S. HIGHWAY 611 FOR 0.04 MILE TO THE STATION ON THE RIGHT HAND SIDE
 LY1280'OF THE HIGHWAY.  CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY 611 FOR
 LY1280'0.1 MILE TO A CONCRETE BRIDGE AND THE AZIMUTH MARK ON THE LEFT HAND
 LY1280'SIDE OF THE HIGHWAY, IN A BRIDGE ABUTMENT.
 LY1280'
 LY1280'THE STATION MARK, IS A STANDARD DISK STAMPED BARTON 1958, IS SET IN
 LY1280'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 1 INCH
 LY1280'ABOVE THE SURFACE OF THE GROUND.  IT IS ABOUT 106 FEET NORTHEAST OF
 LY1280'THE CENTER OF U.S. HIGHWAY 611, 72 FEET NORTHWEST OF THE
 LY1280'NORTHWEST CORNER OF A GULF SERVICE STATION BUILDING, 63 FEET
 LY1280'SOUTHWEST OF AN 18-INCH CONCRETE DRAINAGE PIPE, 82 FEET
 LY1280'NORTHEAST OF THE SOUTHEAST HIGHWAY GUARD-RAIL POST AND 79 FEET
 LY1280'NORTHEAST OF A POWERLINE POLE.
 LY1280'
 LY1280'REFERENCE MARK 1, A STANDARD DISK STAMPED BARTON NO 1 1958, IS SET IN
 LY1280'THE TOP OF A CONCRETE, FUEL PUMP ISLAND WHICH PROJECTS ABOUT 6
 LY1280'INCHES ABOVE THE STATION DRIVE RAMP.  IT IS ABOUT 1 FOOT SOUTH OF THE
 LY1280'NORTHWEST CORNER OF A GAS PUMP STAND, 55 FEET NORTHEAST OF THE
 LY1280'CENTER OF U.S. HIGHWAY 611, 98 FEET SOUTHEAST OF A POWERLINE POLE AND
 LY1280'39 FEET SOUTH OF THE NORTHWEST CORNER OF THE STATION BUILDING.
 LY1280'
 LY1280'REFERENCE MARK 2, IS A STANDARD DISK STAMPED BARTON NO 2 1958, IS SET
 LY1280'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 1
 LY1280'INCH ABOVE THE SURFACE OF THE GROUND.  IT IS ABOUT 165 FEET NORTHWEST
 LY1280'OF THE NORTHWEST CORNER OF THE GULF SERVICE STATION, 89 FEET
 LY1280'NORTH-NORTHWEST OF A POWERLINE POLE, 70 FEET NORTHWEST OF THE HIGHWAY
 LY1280'GUARD-RAIL POST AND 26 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY
 LY1280'611.
 LY1280'
 LY1280'THE AZIMUTH MARK, IS A STANDARD DISK STAMPED BARTON 1958, IS SET IN
 LY1280'THE TOP OF A CONCRETE BRIDGE ABUTMENT WHICH PROJECTS ABOUT 6 INCHES
 LY1280'ABOVE THE SURFACE OF THE HIGHWAY.  IT IS 118 FEET NORTHWEST OF THE
 LY1280'SOUTHWEST CORNER OF A CONCRETE BLOCK BUILDING, 69 FEET SW OF A
 LY1280'POWERLINE POLE (NOB-40610), 27 FEET WEST OF THE CENTER OF U.S.
 LY1280'HIGHWAY 611, 9.5 FT S OF THE SOUTH END POST OF THE BRIDGE RAILING
 LY1280'AND 1/2 FOOT EAST OF THE STEEL BRIDGE-RAILING.
 LY1280'
 LY1280'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LY1280
 LY1280                          STATION RECOVERY (1958)
 LY1280
 LY1280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LY1280'3 MI SE FROM TANNERSVILLE.
 LY1280'3.05 MILES SOUTH EAST ALONG HIGHWAY NO 611 FROM THE SCHOOL
 LY1280'HOUSE AT TANNERSVILLE ALSO 4.65 MILES NORTH WEST ALONG HIGHWAY
 LY1280'NO 611 FROM THE JUNCTION OF HIGHWAY NO 611 AND NO 209 IN
 LY1280'STROUDSBURG, AT THE JUNCTION OF U.S. HIGHWAY 611 AND STATE
 LY1280'HIGHWAY 12, 120 FEET EAST OF RM NO 2, 106 FEET NORTH WEST OF RM
 LY1280'NO 1, 71 FEET NORTH WEST OF THE WEST CORNER OF THE STATION (GAS)
 LY1280'AND ABOUT LEVEL WITH HIGHWAY NO. 611.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1282 ***********************************************************************
 LY1282  DESIGNATION -  BARTON AZ MK
 LY1282  PID         -  LY1282
 LY1282  STATE/COUNTY-  PA/MONROE
 LY1282  USGS QUAD   -  MOUNT POCONO (1992)
 LY1282
 LY1282                         *CURRENT SURVEY CONTROL
 LY1282  ___________________________________________________________________
 LY1282* NAD 83(1986)-  41 00 21.     (N)    075 16 57.     (W)     SCALED    
 LY1282* NAVD 88     -       237.394  (meters)     778.85   (feet)  ADJUSTED  
 LY1282  ___________________________________________________________________
 LY1282  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 LY1282  DYNAMIC HT  -         237.284 (meters)     778.49  (feet)  COMP
 LY1282  MODELED GRAV-     980,154.2   (mgal)                       NAVD 88
 LY1282
 LY1282  VERT ORDER  -  SECOND    CLASS 0
 LY1282
 LY1282.The horizontal coordinates were scaled from a topographic map and have
 LY1282.an estimated accuracy of +/- 6 seconds.
 LY1282
 LY1282.The orthometric height was determined by differential leveling
 LY1282.and adjusted by the National Geodetic Survey in June 1991..
 LY1282
 LY1282.The geoid height was determined by GEOID03.
 LY1282
 LY1282.The dynamic height is computed by dividing the NAVD 88
 LY1282.geopotential number by the normal gravity value computed on the
 LY1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1282.degrees latitude (g = 980.6199 gals.).
 LY1282
 LY1282.The modeled gravity was interpolated from observed gravity values.
 LY1282
 LY1282;                    North         East    Units  Estimated Accuracy
 LY1282;SPC PA N     -    96,150.      807,550.      MT  (+/- 180 meters Scaled)
 LY1282
 LY1282                          SUPERSEDED SURVEY CONTROL
 LY1282
 LY1282  NGVD 29 (??/??/92)  237.576  (m)          779.45   (f) ADJ UNCH    2 0
 LY1282
 LY1282.Superseded values are not recommended for survey control.
 LY1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1282.See file dsdata.txt to determine how the superseded data were derived.
 LY1282
 LY1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL762394(NAD 83)
 LY1282_MARKER: DZ = AZIMUTH MARK DISK
 LY1282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1282_SP_SET: BRIDGE CURB
 LY1282_STAMPING: BARTON 1958
 LY1282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1282
 LY1282  HISTORY     - Date     Condition        Report By
 LY1282  HISTORY     - 1958     MONUMENTED       CGS
 LY1282
 LY1282                          STATION DESCRIPTION
 LY1282
 LY1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LY1282'3 MI SE FROM TANNERSVILLE.
 LY1282'2.95 MILES SOUTH EAST ALONG U.S. 611 FROM THE SCHOOL HOUSE AT
 LY1282'TANNERSVILLE, ALSO 4.75 MILE NORTH WEST ALONG U.S. 611 FROM THE
 LY1282'JUNCTION OF U.S. 611 AND ST. 209 IN STROUDSBURG AND 0.15 MILE
 LY1282'NORTH WEST ALONG U.S. 611 FROM THE JCT. OF U.S. 611 AND ST. 12,
 LY1282'SET IN TOP AND 2 FEET NORTH WEST OF THE SOUTH EAST END OF THE
 LY1282'SOUTH WEST CURB OF A 135 FOOT BRIDGE OVER A CREEK AND 30 FEET
 LY1282'SOUTH WEST OF THE CENTERLINE OF U.S. 611, DRILLED IN HORIZONTAL
 LY1282'1 FOOT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1279 ***********************************************************************
 LY1279  DESIGNATION -  BARTON RM 1
 LY1279  PID         -  LY1279
 LY1279  STATE/COUNTY-  PA/MONROE
 LY1279  USGS QUAD   -  MOUNT POCONO (1992)
 LY1279
 LY1279                         *CURRENT SURVEY CONTROL
 LY1279  ___________________________________________________________________
 LY1279* NAD 83(1986)-  41 00 19.     (N)    075 16 48.     (W)     SCALED    
 LY1279* NAVD 88     -       236.425  (meters)     775.67   (feet)  ADJUSTED  
 LY1279  ___________________________________________________________________
 LY1279  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 LY1279  DYNAMIC HT  -         236.315 (meters)     775.31  (feet)  COMP
 LY1279  MODELED GRAV-     980,154.9   (mgal)                       NAVD 88
 LY1279
 LY1279  VERT ORDER  -  SECOND    CLASS 0
 LY1279
 LY1279.The horizontal coordinates were scaled from a topographic map and have
 LY1279.an estimated accuracy of +/- 6 seconds.
 LY1279
 LY1279.The orthometric height was determined by differential leveling
 LY1279.and adjusted by the National Geodetic Survey in June 1991..
 LY1279
 LY1279.The geoid height was determined by GEOID03.
 LY1279
 LY1279.The dynamic height is computed by dividing the NAVD 88
 LY1279.geopotential number by the normal gravity value computed on the
 LY1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1279.degrees latitude (g = 980.6199 gals.).
 LY1279
 LY1279.The modeled gravity was interpolated from observed gravity values.
 LY1279
 LY1279;                    North         East    Units  Estimated Accuracy
 LY1279;SPC PA N     -    96,090.      807,770.      MT  (+/- 180 meters Scaled)
 LY1279
 LY1279                          SUPERSEDED SURVEY CONTROL
 LY1279
 LY1279  NGVD 29 (??/??/92)  236.606  (m)          776.26   (f) ADJ UNCH    2 0
 LY1279
 LY1279.Superseded values are not recommended for survey control.
 LY1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1279.See file dsdata.txt to determine how the superseded data were derived.
 LY1279
 LY1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL764393(NAD 83)
 LY1279_MARKER: DR = REFERENCE MARK DISK
 LY1279_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LY1279_SP_SET: GAS PUMP ISLAND
 LY1279_STAMPING: BARTON NO 1 1958
 LY1279_MARK LOGO: CGS   
 LY1279_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY1279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1279
 LY1279  HISTORY     - Date     Condition        Report By
 LY1279  HISTORY     - 1958     MONUMENTED       CGS
 LY1279  HISTORY     - 19980501 GOOD             NGS
 LY1279
 LY1279                          STATION DESCRIPTION
 LY1279
 LY1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LY1279'3 MI SE FROM TANNERSVILLE.
 LY1279'3.05 MILES SOUTH EAST ALONG HIGHWAY NO. 611 FROM THE SCHOOL
 LY1279'HOUSE AT TANNERSVILLE ALSO 4.65 MILES NORTH WEST ALONG HIGHWAY
 LY1279'NO. 611 FROM THE JUNCTION OF HIGHWAY NO. 611 AND NO. 209 IN
 LY1279'STROUDSBURG, AT THE JUNCTION OF U.S. HIGHWAY 611 AND STATE
 LY1279'HIGHWAY NO. 12, SET IN TOP AND 1 FOOT SOUTH EAST OF THE NORTH
 LY1279'WEST END OF THE ISLAND FOR GAS PUMPS OF A GAS STATION IN THE
 LY1279'NORTH CORNER OF THE INTERSECTION, 106 FEET SOUTH EAST OF THE
 LY1279'TRIANGULATION STATION BM, 186 FEET SOUTH OF RM NO 2, 60 FEET
 LY1279'NORTH EAST OF THE CENTER LINE OF HIGHWAY 611 AND ABOUT 1 FOOT
 LY1279'BELOW THE LEVEL OF THE HIGHWAY.
 LY1279
 LY1279                          STATION RECOVERY (1998)
 LY1279
 LY1279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998
 LY1279'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1281 ***********************************************************************
 LY1281  DESIGNATION -  BARTON RM 2
 LY1281  PID         -  LY1281
 LY1281  STATE/COUNTY-  PA/MONROE
 LY1281  USGS QUAD   -  MOUNT POCONO (1992)
 LY1281
 LY1281                         *CURRENT SURVEY CONTROL
 LY1281  ___________________________________________________________________
 LY1281* NAD 83(1986)-  41 00 19.     (N)    075 16 50.     (W)     SCALED    
 LY1281* NAVD 88     -       236.531  (meters)     776.02   (feet)  ADJUSTED  
 LY1281  ___________________________________________________________________
 LY1281  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 LY1281  DYNAMIC HT  -         236.421 (meters)     775.66  (feet)  COMP
 LY1281  MODELED GRAV-     980,154.9   (mgal)                       NAVD 88
 LY1281
 LY1281  VERT ORDER  -  SECOND    CLASS 0
 LY1281
 LY1281.The horizontal coordinates were scaled from a topographic map and have
 LY1281.an estimated accuracy of +/- 6 seconds.
 LY1281
 LY1281.The orthometric height was determined by differential leveling
 LY1281.and adjusted by the National Geodetic Survey in June 1991..
 LY1281
 LY1281.The geoid height was determined by GEOID03.
 LY1281
 LY1281.The dynamic height is computed by dividing the NAVD 88
 LY1281.geopotential number by the normal gravity value computed on the
 LY1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1281.degrees latitude (g = 980.6199 gals.).
 LY1281
 LY1281.The modeled gravity was interpolated from observed gravity values.
 LY1281
 LY1281;                    North         East    Units  Estimated Accuracy
 LY1281;SPC PA N     -    96,090.      807,720.      MT  (+/- 180 meters Scaled)
 LY1281
 LY1281                          SUPERSEDED SURVEY CONTROL
 LY1281
 LY1281  NGVD 29 (??/??/92)  236.712  (m)          776.61   (f) ADJ UNCH    2 0
 LY1281
 LY1281.Superseded values are not recommended for survey control.
 LY1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1281.See file dsdata.txt to determine how the superseded data were derived.
 LY1281
 LY1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL764393(NAD 83)
 LY1281_MARKER: DR = REFERENCE MARK DISK
 LY1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1281_STAMPING: BARTON NO 2 1958
 LY1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1281+STABILITY: SURFACE MOTION
 LY1281
 LY1281  HISTORY     - Date     Condition        Report By
 LY1281  HISTORY     - 1958     MONUMENTED       CGS
 LY1281
 LY1281                          STATION DESCRIPTION
 LY1281
 LY1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LY1281'3 MI SE FROM TANNERSVILLE.
 LY1281'3.05 MILE SOUTH EAST ALONG HIGHWAY NO. 611 FROM THE SCHOOL HOUSE
 LY1281'AT TANNERSVILLE ALSO 4.65 MILES NORTH WEST ALONG HIGHWAY NO 611
 LY1281'FROM THE JUNCTION OF HIGHWAY NO 611 AND NO 209 IN STROUDSBURG, AT
 LY1281'THE JUNCTION OF U.S. HIGHWAY 611 AND STATE HIGHWAY 12, 120 FEET
 LY1281'WEST OF THE STATION BM, 186 FEET NORTH WEST OF RM NO. 1, 1 FOOT
 LY1281'NORTH EAST OF A GUARD RAIL, 27 FEET NORTH EAST OF THE CENTERLINE
 LY1281'OF HIGHWAY 611 AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1783 ***********************************************************************
 NC1783  DESIGNATION -  BARTOSIK RESET
 NC1783  PID         -  NC1783
 NC1783  STATE/COUNTY-  PA/ERIE
 NC1783  USGS QUAD   -  HAMMETT (1970)
 NC1783
 NC1783                         *CURRENT SURVEY CONTROL
 NC1783  ___________________________________________________________________
 NC1783* NAD 83(1992)-  42 03 20.86442(N)    079 59 37.54856(W)     ADJUSTED  
 NC1783* NAVD 88     -       459.     (meters)    1506.     (feet)  SCALED    
 NC1783  ___________________________________________________________________
 NC1783  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 NC1783  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 NC1783
 NC1783  HORZ ORDER  -  FIRST
 NC1783
 NC1783.The horizontal coordinates were established by classical geodetic methods
 NC1783.and adjusted by the National Geodetic Survey in June 2002..
 NC1783
 NC1783.The orthometric height was scaled from a topographic map.
 NC1783
 NC1783.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1783
 NC1783.The geoid height was determined by GEOID03.
 NC1783
 NC1783;                    North         East     Units Scale Factor Converg.
 NC1783;SPC PA N     -   212,208.388   414,282.239   MT  1.00001889   -1 29 03.6
 NC1783;SPC PA N     -   696,220.35  1,359,190.98   sFT  1.00001889   -1 29 03.6
 NC1783;UTM  17      - 4,656,460.959   583,261.723   MT  0.99968530   +0 40 26.7
 NC1783
 NC1783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1783!SPC PA N     -   0.99993345  x   1.00001889  =   0.99995234
 NC1783!UTM  17      -   0.99993345  x   0.99968530  =   0.99961877
 NC1783
 NC1783|---------------------------------------------------------------------|
 NC1783| PID    Reference Object                     Distance      Geod. Az  |
 NC1783|                                                           dddmmss.s |
 NC1783| CZ9730 BARTOSIK RM 1                        31.067 METERS 08438     |
 NC1783| CZ9734 BARTOSIK RM 5                        72.035 METERS 09245     |
 NC1783| CZ9732 BARTOSIK RM 3                        72.091 METERS 09247     |
 NC1783| CZ9735 BARTOSIK RM 6                        48.827 METERS 19552     |
 NC1783| CZ9733 BARTOSIK RM 4                        48.856 METERS 19558     |
 NC1783| CZ9729 BARTOSIK AZ MK                                     2122554.3 |
 NC1783| CZ9731 BARTOSIK RM 2                        30.577 METERS 22037     |
 NC1783| ND0216 ERIE TV STATION WICU MAST           APPROX. 1.3 KM 3143145.0 |
 NC1783|---------------------------------------------------------------------|
 NC1783
 NC1783                          SUPERSEDED SURVEY CONTROL
 NC1783
 NC1783  NAD 83(1996)-  42 03 20.86554(N)    079 59 37.54890(W) AD(       ) 1
 NC1783  NAD 83(1995)-  42 03 20.86731(N)    079 59 37.54524(W) AD(       ) 1
 NC1783  NAD 83(1986)-  42 03 20.86902(N)    079 59 37.54439(W) AD(       ) 1
 NC1783  NAD 27      -  42 03 20.67200(N)    079 59 38.35600(W) AD(       ) 1
 NC1783
 NC1783.Superseded values are not recommended for survey control.
 NC1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1783.See file dsdata.txt to determine how the superseded data were derived.
 NC1783
 NC1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG8326256461(NAD 83)
 NC1783_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NC1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1783_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NC1783
 NC1783  HISTORY     - Date     Condition        Report By
 NC1783  HISTORY     - 1938     MONUMENTED       CGS
 NC1783  HISTORY     - 1951     SEE DESCRIPTION  CGS
 NC1783  HISTORY     - 1961     SEE DESCRIPTION  CGS
 NC1783  HISTORY     - 1975     GOOD             NGS
 NC1783
 NC1783                          STATION DESCRIPTION
 NC1783
 NC1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 NC1783'STATION IS APPROXIMATELY 1-1/2 MILES SW OF HAMMET, APPROXIMATELY 7
 NC1783'MILES SE OF ERIE, ON LAND OF WALTER BARTOSIK, ON SUMMIT OF
 NC1783'RIDGE, ON E SIDE OF PENNSYLVANIA RR BETWEEN HAMMET AND SAMPSON AND
 NC1783'SWITCH, ON HIGHEST PART OF A HAYFIELD, APPROXIMATELY 80 YARDS E
 NC1783'OF OLD ORCHARD, AND 32 FEET N OF CENTER LINE OF FARM LANE, MARK IS 8
 NC1783'INCHES BELOW SURFACE OF GROUND, IN CONCRETE CYLINDER APPROXIMATELY
 NC1783'18 INCHES IN DIAMETER, ALL MARKS ARE STAMPED BARTOSIK, 1938.
 NC1783'
 NC1783'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NC1783'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1B, 7A, AND 11A.
 NC1783'
 NC1783'REFERENCE MARK NO. 1 IS E OF STATION, 6 FEET S OF CENTER LINE OF FARM
 NC1783'LANE AND PROTRUDES 4 INCHES.  REFERENCE MARK NO. 2 IS SW OF STATION,
 NC1783'6 FEET S OF CENTER LINE OF FARM LANE AND PROTRUDES 4 INCHES.
 NC1783'
 NC1783'AZIMUTH MARK IS SW OF STATION, 22 FEET E OF CENTER LINE OF DIRT ROAD,
 NC1783'2 FEET S OF C.E. CO. POLE NO. 457, APPROXIMATELY 100
 NC1783'FEET SE OF WHITE, ONE-STORY, FRAME HOUSE AND PROTRUDES 4 INCHES.
 NC1783'
 NC1783'TO REACH FROM LARGE, BRICK CHURCH ON N SIDE OF PA. 8 IN HAMMET, GO W
 NC1783'ON 8, 0.35 MILE TO DIRT T-ROAD L, TURN L OR S AND GO 0.45 MILE TO
 NC1783'INTERSECTION WITH LAKE PLEASANT ROAD, TURN R OR NW AND GO 0.8 MILE TO
 NC1783'T-ROAD L, TURN L OR SW AND GO 0.65 MILE TO T-INTERSECTION, TURN L OR
 NC1783'S AND GO 0.75 MILE TO FARM ROAD L, *TURN L OR E AND GO UP FARM ROAD
 NC1783'330 YARDS TO STATION ON L.
 NC1783'
 NC1783'*TO REACH AZIMUTH MARK CONTINUE STRAIGHT AHEAD 0.1 MILE TO MARK ON L.
 NC1783'
 NC1783'90-FOOT TOWER WAS USED.
 NC1783'
 NC1783'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 NC1783
 NC1783                          STATION RECOVERY (1951)
 NC1783
 NC1783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JAW)
 NC1783'STATION, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK WERE RECOVERED IN
 NC1783'GOOD CONDITION.  REFERENCE MARKS 1 AND 2 WERE REMOVED FROM
 NC1783'THEIR ORIGINAL POSITIONS AND RESET OUT OF THE WAY OF CULTIVATION, AS
 NC1783'WAS REQUESTED BY THE PROPERTY OWNER.  A COMPLETE DESCRIPTION
 NC1783'FOLLOWS-
 NC1783'
 NC1783'STATION IS LOCATED APPROXIMATELY 7 MILES SE OF ERIE, 1.5 MILES SW OF
 NC1783'HAMMET, AND ON THE E SIDE OF THE PENNSYLVANIA RAILROAD BETWEEN
 NC1783'HAMMET AND SAMPSON AND SWITCH.  IT IS ON THE HIGHEST PORTION OF THE
 NC1783'GROUND IN A CULTIVATED FIELD, APPROXIMATELY 80 YARDS E OF AN
 NC1783'OLD ORCHARD, 27 FEET N OF THE CENTER OF A FARM ROAD, AND ON PROPERTY
 NC1783'BELONGING TO MR.  WALTER WOLCHIK.
 NC1783'
 NC1783'STATION AND UNDERGROUND MARKS ARE STANDARD STATION DISKS SET IN
 NC1783'CONCRETE.  STATION DISK IS SET 8 INCHES BELOW THE SURFACE OF
 NC1783'THE GROUND, AND IS STAMPED BARTOSIK 1938.
 NC1783'
 NC1783'REFERENCE MARK 3 IS ON THE PROPERTY LINE BETWEEN THE HEILIG BROTHERS
 NC1783'AND WALTER WOLCHIKS FARMS, APPROXIMATELY 100 YARDS NW OF THE
 NC1783'NW CORNER OF A LARGE WOODS, AND 118 FEET S OF THE CENTER OF A FARM
 NC1783'ROAD.  IT IS A STANDARD REFERENCE-MARK DISK, PROJECTING
 NC1783'12 INCHES, AND IS STAMPED BARTOSIK NO 3 1938.
 NC1783'
 NC1783'REFERENCE MARK 4 IS ON THE PROPERTY LINE BETWEEN THE HEILIG BROTHERS
 NC1783'AND WALTER WOLCHIKS FARMS, APPROXIMATELY 65 YARDS E OF THE E
 NC1783'EDGE OF A WOODS AND AN OLD ORCHARD, AND 116 FEET S OF THE CENTER OF A
 NC1783'FIELD ROAD.  MARK IS A STANDARD REFERENCE-MARK DISK, PROJECTING 11
 NC1783'INCHES, AND IS STAMPED BARTOSIK NO 4 1938.
 NC1783'
 NC1783'AZIMUTH MARK IS APPROXIMATELY 100 FEET SE OF A ONE-STORY FARMHOUSE,
 NC1783'22 FEET E OF THE CENTER OF A GRAVELED ROAD, AND 2 FEET N OF C.E.
 NC1783'CO. POLE NO. 457, IT IS A STANDARD AZIMUTH-MARK DISK, PROJECTING
 NC1783'ABOUT 4 INCHES, AND IS STAMPED BARTOSIK 1938.
 NC1783'
 NC1783'TO REACH FROM A LARGE BRICK CHURCH, ON THE N SIDE OF STATE HIGHWAY 8
 NC1783'IN HAMMET, GO W ON STATE HIGHWAY 8 FOR 0.35 MILE TO A SIDE
 NC1783'ROAD LEFT, TURN LEFT AND GO S FOR 0.45 MILE TO THE INTERSECTION WITH
 NC1783'LAKE PLEASANT ROAD, TURN RIGHT AND GO NW FOR 0.8 MILE TO A SIDE
 NC1783'ROAD LEFT, TURN LEFT AND GO SW FOR 0.65 MILE TO A T-INTERSECTION,
 NC1783'TURN LEFT AND GO S FOR 0.75 MILE TO A FARM ROAD LEFT.  *TURN LEFT
 NC1783'AND GO E ON FARM ROAD FOR ABOUT 330 YARDS TO HIGHEST GROUND AND
 NC1783'STATION ON THE LEFT.
 NC1783'
 NC1783'*TO REACH AZIMUTH MARK FROM THIS POINT IN THE DESCRIPTION ABOVE, GO S
 NC1783'ON GRAVELED ROAD FOR 0.1 MILE TO MARK ON THE LEFT.
 NC1783
 NC1783                          STATION RECOVERY (1961)
 NC1783
 NC1783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RWT)
 NC1783'THE STATION MARK, AZIMUTH MARK, REFERENCE MARKS 3 AND 4 WERE
 NC1783'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE STATION
 NC1783'MARK WAS LOWERED BY HOLDING THE SAME POSITION AND THE REFERENCE MARKS
 NC1783'3 AND 4 WAS REMOVED FROM THEIR ORIGINAL POSITIONS AND
 NC1783'RESET OUT OF THE WAY OF CULTIVATION, AS REQUESTED BY MR. WALTER
 NC1783'WALCHIK, THE PROPERTY OWNER.  THE TO REACH DESCRIPTION WAS FOUND
 NC1783'TO BE ADEQUATE-
 NC1783'ADDITIONAL DESCRIBING NOTES FOLLOWS,
 NC1783'
 NC1783'THE STATION MARK, IS A STANDARD DISK STAMPED BARTOSIK 1938 1961, SET
 NC1783'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS ABOUT 18 INCHES
 NC1783'BELOW THE GROUND SURFACE.  IT IS 33.0 FEET NORTH OF THE APPROXIMATE
 NC1783'CENTER OF AN EAST AND WEST FIELD ROAD, 281.2 FEET NORTHEAST OF A
 NC1783'6-INCH TRIANGULAR BLAZED ASH TREE AND 287.0 FEET EAST OF THE EAST
 NC1783'EDGE OF A GROUP OF RASPBERRY BUSHES.
 NC1783'
 NC1783'REFERENCE MARK 5, IS A STANDARD DISK STAMPED BARTOSIK NO 5 1938 1961,
 NC1783'SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS ABOUT 12 INCHES
 NC1783'BELOW THE GROUND SURFACE.  IT IS 2.5 FEET NORTH OF THE SOUTH EDGE OF
 NC1783'A CULTIVATED FIELD, 83.0 FEET SOUTH OF THE APPROXIMATE CENTER
 NC1783'OF THE EAST AND WEST FIELD ROAD AND IS LOCATED ON OR ABOUT THE
 NC1783'PROPERTY LINE OF MR.  WALTER WELCHIK AND MR. HEILING.
 NC1783'
 NC1783'REFERENCE MARK 6, IS A STANDARD DISK STAMPED BARTOSIK NO 6 1938 1961,
 NC1783'SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS ABOUT 12 INCHES
 NC1783'BELOW THE GROUND SURFACE.  IT IS 1.0 FOOT NORTH OF THE SOUTH EDGE OF
 NC1783'THE CULTIVATED FIELD, 84.6 FEET SOUTH OF THE APPROXIMATE CENTER
 NC1783'OF THE FIELD ROAD AND IS ON OR ABOUT THE PROPERTY LINE OF MR. WALTER
 NC1783'WELCHIK AND MR. HEILING.
 NC1783'
 NC1783'AZIMUTH MARK, IS A STANDARD DISK STAMPED BARTOSIK 1938, SET IN TOP OF
 NC1783'A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE
 NC1783'GROUND SURFACE.  IT IS 20.0 FEET EAST-NORTHEAST OF THE APPROXIMATE
 NC1783'CENTER OF THE GRAVELED ROAD, 24.6 FEET SOUTH-SOUTHEAST OF A
 NC1783'POWERLINE POLE NUMBER 457, 44.0 FEET EAST-NORTHEAST OF A 20-INCH
 NC1783'MAPLE TREE AND 116.0 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 NC1783'OF A WHITE FRAME HOUSE.
 NC1783'
 NC1783'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON THE FIELD
 NC1783'ROAD FOR 0.15 MILE TO THE MAIN GRAVELED ROAD, TURN LEFT AND GO
 NC1783'SOUTH-SOUTHEAST ON THE GRAVELED ROAD FOR 0.1 MILE TO THE AZIMUTH MARK
 NC1783'ON THE LEFT.
 NC1783'
 NC1783'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 NC1783
 NC1783                          STATION RECOVERY (1975)
 NC1783
 NC1783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 NC1783'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 NC1783'AS DESCRIBED IN THE PREVIOUS DESCRIPTION.
 NC1783'
 NC1783'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 NC1783'SOUTHWEST OF HAMMET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2012 ***********************************************************************
 KV2012  DESIGNATION -  BASE OF PUMP
 KV2012  PID         -  KV2012
 KV2012  STATE/COUNTY-  PA/BUCKS
 KV2012  USGS QUAD   -  QUAKERTOWN (1994)
 KV2012
 KV2012                         *CURRENT SURVEY CONTROL
 KV2012  ___________________________________________________________________
 KV2012* NAD 83(1986)-  40 26 37.     (N)    075 21 31.     (W)     SCALED    
 KV2012* NAVD 88     -       161.06   (+/-2cm)     528.4    (feet)  VERTCON   
 KV2012  ___________________________________________________________________
 KV2012  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 KV2012
 KV2012  VERT ORDER  -  ? (See Below)
 KV2012
 KV2012.The horizontal coordinates were scaled from a topographic map and have
 KV2012.an estimated accuracy of +/- 6 seconds.
 KV2012
 KV2012.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV2012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV2012.The vertical order pertains to the NGVD 29 superseded value.
 KV2012
 KV2012.The geoid height was determined by GEOID03.
 KV2012
 KV2012;                    North         East    Units  Estimated Accuracy
 KV2012;SPC PA S     -   126,030.      802,850.      MT  (+/- 180 meters Scaled)
 KV2012
 KV2012                          SUPERSEDED SURVEY CONTROL
 KV2012
 KV2012  NGVD 29 (??/??/??)  161.347  (m)          529.35   (f) ADJUSTED    ?  
 KV2012
 KV2012.Superseded values are not recommended for survey control.
 KV2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2012.See file dsdata.txt to determine how the superseded data were derived.
 KV2012
 KV2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK695770(NAD 83)
 KV2012_MARKER: Z = SEE DESCRIPTION
 KV2012_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2012_SP_SET: GAS PUMP BASE
 KV2012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2012
 KV2012  HISTORY     - Date     Condition        Report By
 KV2012  HISTORY     - UNK      MONUMENTED       CGS
 KV2012  HISTORY     - 1944     GOOD             CGS
 KV2012  HISTORY     - 20030102 MARK NOT FOUND   USPSQD
 KV2012
 KV2012                          STATION DESCRIPTION
 KV2012
 KV2012'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KV2012'1.2 MI W FROM QUAKERTOWN.
 KV2012'1.25 MILES WEST ALONG BROAD ST. (STATE HIGHWAYS 212 AND 312) FROM
 KV2012'THE POST OFFICE AT QUAKERTOWN, 0.25 MILE WEST OF THE INTERSECTION
 KV2012'OF U.S. HIGHWAY 309 AND STATE HIGHWAY 312 ON THE WEST SIDE OF
 KV2012'QUAKERTOWN, AND AT THE JCT. OF STATE HIGHWAYS 312 AND 663, IN THE
 KV2012'WYE OF THE JCT., 35 FT. N OF CL OF HIGHWAY 663, 68 FT. SW OF CL
 KV2012'OF HIGHWAY 312, ON TOP OF THE BASE OF THE MOST EASTERLY GASOLINE
 KV2012'PUMP IN FRONT OF THE FLEETWING GAS STATION.  THE PUMP IS NO
 KV2012'LONGER ON THIS BASE.
 KV2012
 KV2012                          STATION RECOVERY (2003)
 KV2012
 KV2012'RECOVERY NOTE BY US POWER SQUADRON 2003 (NCS)
 KV2012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1124 ***********************************************************************
 KW1124  DESIGNATION -  BASHORE
 KW1124  PID         -  KW1124
 KW1124  STATE/COUNTY-  PA/LEBANON
 KW1124  USGS QUAD   -  INDIANTOWN GAP (1977)
 KW1124
 KW1124                         *CURRENT SURVEY CONTROL
 KW1124  ___________________________________________________________________
 KW1124* NAD 83(1992)-  40 27 44.05513(N)    076 35 30.59752(W)     ADJUSTED  
 KW1124* NAVD 88     -       241.876  (meters)     793.55   (feet)  ADJUSTED  
 KW1124  ___________________________________________________________________
 KW1124  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 KW1124  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KW1124  DYNAMIC HT  -         241.753 (meters)     793.15  (feet)  COMP
 KW1124  MODELED GRAV-     980,111.1   (mgal)                       NAVD 88
 KW1124
 KW1124  HORZ ORDER  -  SECOND
 KW1124  VERT ORDER  -  SECOND    CLASS 0
 KW1124
 KW1124.The horizontal coordinates were established by classical geodetic methods
 KW1124.and adjusted by the National Geodetic Survey in June 2002..
 KW1124
 KW1124.The orthometric height was determined by differential leveling
 KW1124.and adjusted by the National Geodetic Survey in June 1991..
 KW1124
 KW1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW1124
 KW1124.The geoid height was determined by GEOID03.
 KW1124
 KW1124.The dynamic height is computed by dividing the NAVD 88
 KW1124.geopotential number by the normal gravity value computed on the
 KW1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1124.degrees latitude (g = 980.6199 gals.).
 KW1124
 KW1124.The modeled gravity was interpolated from observed gravity values.
 KW1124
 KW1124;                    North         East     Units Scale Factor Converg.
 KW1124;SPC PA S     -   125,992.068   698,223.492   MT  0.99995952   +0 45 05.1
 KW1124;SPC PA S     -   413,358.98  2,290,754.91   sFT  0.99995952   +0 45 05.1
 KW1124;UTM  18      - 4,480,279.924   365,039.503   MT  0.99982421   -1 01 59.4
 KW1124
 KW1124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW1124!SPC PA S     -   0.99996743  x   0.99995952  =   0.99992695
 KW1124!UTM  18      -   0.99996743  x   0.99982421  =   0.99979164
 KW1124
 KW1124:                Primary Azimuth Mark                     Grid Az
 KW1124:SPC PA S     -  X 176                                    051 53 40.1
 KW1124:UTM  18      -  X 176                                    053 40 44.6
 KW1124
 KW1124|---------------------------------------------------------------------|
 KW1124| PID    Reference Object                     Distance      Geod. Az  |
 KW1124|                                                           dddmmss.s |
 KW1124| KW1127 X 176                               427.970 METERS 0523845.2 |
 KW1124| KW1125 BASHORE RM 1                          9.544 METERS 14411     |
 KW1124| KW1126 BASHORE RM 2                          8.884 METERS 27208     |
 KW1124| KW3081 SECOND MOUNTAIN                     APPROX. 3.4 KM 2743532.4 |
 KW1124|---------------------------------------------------------------------|
 KW1124
 KW1124                          SUPERSEDED SURVEY CONTROL
 KW1124
 KW1124  NAD 83(1986)-  40 27 44.04714(N)    076 35 30.60120(W) AD(       ) 2
 KW1124  NAD 27      -  40 27 43.72700(N)    076 35 31.72030(W) AD(       ) 2
 KW1124  NGVD 29 (??/??/??)  242.073  (m)          794.20   (f) ADJUSTED    2 0
 KW1124
 KW1124.Superseded values are not recommended for survey control.
 KW1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1124.See file dsdata.txt to determine how the superseded data were derived.
 KW1124
 KW1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK6504080280(NAD 83)
 KW1124_MARKER: DS = TRIANGULATION STATION DISK
 KW1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1124_STAMPING: BASHORE 1960
 KW1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1124+STABILITY: SURFACE MOTION
 KW1124_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1124+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2005
 KW1124
 KW1124  HISTORY     - Date     Condition        Report By
 KW1124  HISTORY     - 1960     MONUMENTED       CGS
 KW1124  HISTORY     - 1960     GOOD             CGS
 KW1124  HISTORY     - 20050412 GOOD             GEOCAC
 KW1124
 KW1124                          STATION DESCRIPTION
 KW1124
 KW1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW1124'STATION IS LOCATED IN A CLEARED AREA ON THE INDIANTOWN GAP MILITARY
 KW1124'RESERVATION, ABOUT 2 MILES NORTH OF THE MAIN MILITARY BASE
 KW1124'AND ABOUT 2.5 MILES SOUTHWEST OF THE SMALL SETTLEMENT OF GREEN POINT.
 KW1124'
 KW1124'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAY 343 AND 72, IN
 KW1124'THE SMALL VILLAGE OF LICKDALE, GO NORTH ON HIGHWAY 72 FOR 2.83 MILES
 KW1124'TO THE JUNCTION WITH STATE HIGHWAY 443 AND THE END OF HIGHWAY 72,
 KW1124'BEAR LEFT AND GO SOUTHWEST ON HIGHWAY 443 FOR 3.27 MILES,
 KW1124'BENCH MARK X 176 ON THE LEFT SIDE OF THE HIGHWAY, CONTINUE STRAIGHT
 KW1124'AHEAD ON HIGHWAY 443 FOR 0.27 MILE TO A CLEARED AREA AND STATION
 KW1124'ON THE LEFT AS DESCRIBED.
 KW1124'
 KW1124'STATION MARK IS A STANDARD DISK, STAMPED BASHORE 1960, SET IN
 KW1124'THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES.
 KW1124'IT IS 77.0 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 KW1124'443, 117.0 FEET SOUTH OF THE SOUTHWEST CORNER OF A TWO-STORY
 KW1124'HOUSE, 112.0 FEET SOUTH-SOUTHWEST OF A TRANSFORMER POWERLINE POLE NO.
 KW1124'383-248, 200.0 FEET SOUTH OF A POWERLINE POLE.
 KW1124'
 KW1124'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED BASHORE NO 1 1960,
 KW1124'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 KW1124'GROUND.  IT IS 109.0 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF
 KW1124'HIGHWAY 443, 137.0 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 KW1124'TWO-STORY HOUSE, 131.0 FEET SOUTH-SOUTHWEST OF TRANSFORMER POWERLINE
 KW1124'POLE NO. 383-248 AND APPROXIMATELY THE SAME ELEVATION AS THE
 KW1124'STATION MARK.
 KW1124'
 KW1124'REFERENCE MARK NO. 2 IS A STANDARD AZIMUTH MARK DISK USED AS A
 KW1124'REFERENCE MARK, STAMPED BASHORE NO 2 1960, SET IN THE TOP OF A ROUND
 KW1124'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 61.0 FEET
 KW1124'SOUTH-SOUTHEAST OF THE CENTERLINE OF HIGHWAY 443, 114.0 FEET
 KW1124'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A TWO-STORY HOUSE, 125.0
 KW1124'FEET SOUTHWEST OF TRANSFORMER POWERLINE POLE NO. 383-248
 KW1124'AND APPROXIMATELY THE SAME ELEVATION AS THE STATION MARK.
 KW1124'
 KW1124'A TRAVERSE CONNECTION WAS MADE TO BENCH MARK X 176 BEING A DISTANCE
 KW1124'OF 428.005 M.
 KW1124
 KW1124                          STATION RECOVERY (1960)
 KW1124
 KW1124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KW1124'2.6 MI NE FROM INDIANTOWN GAP.
 KW1124'ABOUT 2.55 MILES NORTHEAST ALONG STATE HIGHWAY 443 FROM THE
 KW1124'JUNCTION OF STATE HIGHWAY 343 AND THE WEST FIRE STATION AT
 KW1124'INDIANTOWN GAP, ON THE TOP OF A RIDGE, AT A SMALL CLEARING
 KW1124'SURROUNDED BY A GROUP OF SMALL BLACK LOCUST TREES, 0.75 MILE
 KW1124'NORTHEAST OF THE MOONSHINE CHURCH AND CEMETERY, 78.7 FEET SOUTH
 KW1124'OF THE CENTER LINE OF THE HIGHWAY, 111.6 FEET SOUTHWEST OF POWER
 KW1124'LINE POLE NO. 383-248, SET IN THE TOP OF A CONCRETE POST
 KW1124'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND AND ABUT 2 FEET
 KW1124'ABOVE THE LEVEL OF THE HIGHWAY.
 KW1124
 KW1124                          STATION RECOVERY (2005)
 KW1124
 KW1124'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW1124'NOTE- STATION IS ON THE FORT INDIANTOWN GAP NATIONAL GUARD TRAINING
 KW1124'CENTER. PERMISSION MUST BE RECEIVED FROM RANGE CONTROL BEFORE ENTERING
 KW1124'AREA.
 KW1124'LOCATED AS DESCRIBED. STATION IS MARKED WITH AN ORANGE WITNESS POST.
 KW1124'BOTH REFERENCE MARKS LOCATED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1125 ***********************************************************************
 KW1125  DESIGNATION -  BASHORE RM 1
 KW1125  PID         -  KW1125
 KW1125  STATE/COUNTY-  PA/LEBANON
 KW1125  USGS QUAD   -  INDIANTOWN GAP (1977)
 KW1125
 KW1125                         *CURRENT SURVEY CONTROL
 KW1125  ___________________________________________________________________
 KW1125* NAD 83(1986)-  40 27 43.     (N)    076 35 30.     (W)     SCALED    
 KW1125* NAVD 88     -       241.649  (meters)     792.81   (feet)  ADJUSTED  
 KW1125  ___________________________________________________________________
 KW1125  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KW1125  DYNAMIC HT  -         241.526 (meters)     792.41  (feet)  COMP
 KW1125  MODELED GRAV-     980,111.1   (mgal)                       NAVD 88
 KW1125
 KW1125  VERT ORDER  -  SECOND    CLASS 0
 KW1125
 KW1125.The horizontal coordinates were scaled from a topographic map and have
 KW1125.an estimated accuracy of +/- 6 seconds.
 KW1125
 KW1125.The orthometric height was determined by differential leveling
 KW1125.and adjusted by the National Geodetic Survey in June 1991..
 KW1125
 KW1125.The geoid height was determined by GEOID03.
 KW1125
 KW1125.The dynamic height is computed by dividing the NAVD 88
 KW1125.geopotential number by the normal gravity value computed on the
 KW1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1125.degrees latitude (g = 980.6199 gals.).
 KW1125
 KW1125.The modeled gravity was interpolated from observed gravity values.
 KW1125
 KW1125;                    North         East    Units  Estimated Accuracy
 KW1125;SPC PA S     -   125,960.      698,240.      MT  (+/- 180 meters Scaled)
 KW1125
 KW1125                          SUPERSEDED SURVEY CONTROL
 KW1125
 KW1125  NGVD 29 (??/??/??)  241.845  (m)          793.45   (f) ADJUSTED    2 0
 KW1125
 KW1125.Superseded values are not recommended for survey control.
 KW1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1125.See file dsdata.txt to determine how the superseded data were derived.
 KW1125
 KW1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK650802(NAD 83)
 KW1125_MARKER: DR = REFERENCE MARK DISK
 KW1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1125_STAMPING: BASHORE NO 1 1960
 KW1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1125+STABILITY: SURFACE MOTION
 KW1125_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1125+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2005
 KW1125
 KW1125  HISTORY     - Date     Condition        Report By
 KW1125  HISTORY     - 1960     MONUMENTED       CGS
 KW1125  HISTORY     - 20050412 GOOD             GEOCAC
 KW1125
 KW1125                          STATION DESCRIPTION
 KW1125
 KW1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1125'2.6 MI NE FROM INDIANTOWN GAP.
 KW1125'ABOUT 2.55 MILES NORTHEAST ALONG STATE HIGHWAY 443 FROM THE
 KW1125'JUNCTION OF STATE HIGHWAY 343 AND THE WEST FIRE STATION AT
 KW1125'INDIANTOWN GAP, ON THE TOP OF A RIDGE, AT A GROUP OF SMALL BLACK
 KW1125'LOCUST TREE, 31.3 FEET SOUTH OF THE STATION, 110 FEET SOUTH OF
 KW1125'THE CENTER LINE OF THE HIGHWAY, 12 FEET NORTH OF A 6-INCH BLACK
 KW1125'LOCUST TREE AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 KW1125'THE GROUND.
 KW1125
 KW1125                          STATION RECOVERY (2005)
 KW1125
 KW1125'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW1125'NOTE- STATION IS ON THE FORT INDIANTOWN GAP NATIONAL GUARD TRAINING
 KW1125'CENTER. PERMISSION MUST BE RECEIVED FROM RANGE CONTROL BEFORE ENTERING
 KW1125'AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1126 ***********************************************************************
 KW1126  DESIGNATION -  BASHORE RM 2
 KW1126  PID         -  KW1126
 KW1126  STATE/COUNTY-  PA/LEBANON
 KW1126  USGS QUAD   -  INDIANTOWN GAP (1977)
 KW1126
 KW1126                         *CURRENT SURVEY CONTROL
 KW1126  ___________________________________________________________________
 KW1126* NAD 83(1986)-  40 27 43.     (N)    076 35 30.     (W)     SCALED    
 KW1126* NAVD 88     -       242.123  (meters)     794.37   (feet)  ADJUSTED  
 KW1126  ___________________________________________________________________
 KW1126  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KW1126  DYNAMIC HT  -         242.000 (meters)     793.96  (feet)  COMP
 KW1126  MODELED GRAV-     980,111.1   (mgal)                       NAVD 88
 KW1126
 KW1126  VERT ORDER  -  SECOND    CLASS 0
 KW1126
 KW1126.The horizontal coordinates were scaled from a topographic map and have
 KW1126.an estimated accuracy of +/- 6 seconds.
 KW1126
 KW1126.The orthometric height was determined by differential leveling
 KW1126.and adjusted by the National Geodetic Survey in June 1991..
 KW1126
 KW1126.The geoid height was determined by GEOID03.
 KW1126
 KW1126.The dynamic height is computed by dividing the NAVD 88
 KW1126.geopotential number by the normal gravity value computed on the
 KW1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1126.degrees latitude (g = 980.6199 gals.).
 KW1126
 KW1126.The modeled gravity was interpolated from observed gravity values.
 KW1126
 KW1126;                    North         East    Units  Estimated Accuracy
 KW1126;SPC PA S     -   125,960.      698,240.      MT  (+/- 180 meters Scaled)
 KW1126
 KW1126                          SUPERSEDED SURVEY CONTROL
 KW1126
 KW1126  NGVD 29 (??/??/??)  242.320  (m)          795.01   (f) ADJUSTED    2 0
 KW1126
 KW1126.Superseded values are not recommended for survey control.
 KW1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1126.See file dsdata.txt to determine how the superseded data were derived.
 KW1126
 KW1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK650802(NAD 83)
 KW1126_MARKER: DZ = AZIMUTH MARK DISK
 KW1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1126_STAMPING: BASHORE NO 2 1960
 KW1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1126+STABILITY: SURFACE MOTION
 KW1126_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1126+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2005
 KW1126
 KW1126  HISTORY     - Date     Condition        Report By
 KW1126  HISTORY     - 1960     MONUMENTED       CGS
 KW1126  HISTORY     - 20050412 GOOD             GEOCAC
 KW1126
 KW1126                          STATION DESCRIPTION
 KW1126
 KW1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1126'2.6 MI NE FROM INDIANTOWN GAP.
 KW1126'ABOUT 2.55 MILES NORTHEAST ALONG STATE HIGHWAY 443 FROM THE
 KW1126'JUNCTION OF STATE HIGHWAY 343 AND THE WEST FIRE STATION AT
 KW1126'INDIANTOWN GAP, ON THE TOP OF A RIDGE, AT A GROUP OF SMALL BLACK
 KW1126'LOCUST TREES, 29.1 FEET WEST-NORTHWEST OF THE STATION, 61.2 FEET
 KW1126'SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 2 FEET ABOVE THE
 KW1126'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH
 KW1126'WITH THE GROUND.  AZIMUTH MARK USED FOR REFERENCE MARK.
 KW1126
 KW1126                          STATION RECOVERY (2005)
 KW1126
 KW1126'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW1126'NOTE- STATION IS ON THE FORT INDIANTOWN GAP NATIONAL GUARD TRAINING
 KW1126'CENTER. PERMISSION MUST BE RECEIVED FROM RANGE CONTROL BEFORE ENTERING
 KW1126'AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1736 ***********************************************************************
 LZ1736  DESIGNATION -  BAST
 LZ1736  PID         -  LZ1736
 LZ1736  STATE/COUNTY-  PA/LYCOMING
 LZ1736  USGS QUAD   -  LINDEN (1973)
 LZ1736
 LZ1736                         *CURRENT SURVEY CONTROL
 LZ1736  ___________________________________________________________________
 LZ1736* NAD 83(1992)-  41 11 48.04230(N)    077 08 18.81637(W)     ADJUSTED  
 LZ1736* NAVD 88     -       509.     (meters)    1670.     (feet)  SCALED    
 LZ1736  ___________________________________________________________________
 LZ1736  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 LZ1736  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 LZ1736
 LZ1736  HORZ ORDER  -  FIRST
 LZ1736
 LZ1736.The horizontal coordinates were established by classical geodetic methods
 LZ1736.and adjusted by the National Geodetic Survey in June 2002..
 LZ1736
 LZ1736.The orthometric height was scaled from a topographic map.
 LZ1736
 LZ1736.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1736
 LZ1736.The geoid height was determined by GEOID03.
 LZ1736
 LZ1736;                    North         East     Units Scale Factor Converg.
 LZ1736;SPC PA N     -   114,567.483   651,288.124   MT  0.99996422   +0 24 16.2
 LZ1736;SPC PA N     -   375,876.82  2,136,767.79   sFT  0.99996422   +0 24 16.2
 LZ1736;UTM  18      - 4,562,795.422   320,673.928   MT  0.99999579   -1 24 32.1
 LZ1736
 LZ1736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1736!SPC PA N     -   0.99992542  x   0.99996422  =   0.99988965
 LZ1736!UTM  18      -   0.99992542  x   0.99999579  =   0.99992121
 LZ1736
 LZ1736|---------------------------------------------------------------------|
 LZ1736| PID    Reference Object                     Distance      Geod. Az  |
 LZ1736|                                                           dddmmss.s |
 LZ1736| CK6585 BAST RM 1                             6.974 METERS 07925     |
 LZ1736| CK6584 BAST AZ MK                                         1682651.7 |
 LZ1736| LZ1729 RAUCHTOWN LOOKOUT TOWER             APPROX.12.2 KM 2022441.2 |
 LZ1736| CK6586 BAST RM 2                             8.471 METERS 26448     |
 LZ1736|---------------------------------------------------------------------|
 LZ1736
 LZ1736                          SUPERSEDED SURVEY CONTROL
 LZ1736
 LZ1736  NAD 83(1986)-  41 11 48.03854(N)    077 08 18.81293(W) AD(       ) 1
 LZ1736  NAD 27      -  41 11 47.76130(N)    077 08 19.92170(W) AD(       ) 1
 LZ1736
 LZ1736.Superseded values are not recommended for survey control.
 LZ1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1736.See file dsdata.txt to determine how the superseded data were derived.
 LZ1736
 LZ1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL2067462795(NAD 83)
 LZ1736_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1736_SETTING: 66 = SET IN ROCK OUTCROP
 LZ1736
 LZ1736  HISTORY     - Date     Condition        Report By
 LZ1736  HISTORY     - 1958     MONUMENTED       CGS
 LZ1736
 LZ1736                          STATION DESCRIPTION
 LZ1736
 LZ1736'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ1736'STATION IS APPROXIMATELY 7.0 MILES SOUTHWEST OF WILLIAMSPORT, 1.5
 LZ1736'MILES SOUTHEAST OF THE SESQUEHANNA RIVER, 0.5 MILE NORTHWEST OF
 LZ1736'STATE HIGHWAY 654 AND JUST WEST OF THE HIGHEST POINT OF A TIMBERED
 LZ1736'RIDGE WHICH IS THE FIRST RIDGE SOUTH OF THE SUSQUEHANNA RIVER.
 LZ1736'
 LZ1736'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 15 AND STATE HIGHWAY 654
 LZ1736'IN SOUTH WILLIAMSPORT, GO WEST ON STATE HIGHWAY 654 FOR 5.5 MILES TO
 LZ1736'A FORK, TAKE THE LEFT FORK AND CONTINUE ON STATE HIGHWAY 654 FOR 2.9
 LZ1736'MILES TO A DIM ROAD ON THE RIGHT, APPROXIMATELY 125 FEET BEYOND A
 LZ1736'SMALL UNPAINTED SHED WITH A GREEN ROOF. (CONTINUE STRAIGHT AHEAD ON
 LZ1736'STATE HIGHWAY 654 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.)
 LZ1736'TURN RIGHT ON DIM ROAD AT SOUTH EDGE OF FIELD AND GO 0.1 MILE TO THE
 LZ1736'EDGE OF ANOTHER FIELD, BEAR RIGHT AND GO ACROSS FIELD AND THROUGH
 LZ1736'SMALL PATCH OF TIMBER FOR 0.1 MILE TO ANOTHER FIELD, BEAR LEFT AND
 LZ1736'GO AROUND EDGE OF FIELD AND THROUGH TIMBER FOR 0.05 MILE TO ANOTHER
 LZ1736'FIELD, BEAR RIGHT AND GO AROUND THE RIGHT SIDE OF FIELD FOR 0.05
 LZ1736'MILE TO THE NORTHEAST CORNER OF FIELD AND THE END OF TRUCK TRAVEL.
 LZ1736'FROM HERE FOLLOW BLAZED TRAIL STRAIGHT AHEAD, NORTH UP STEEP GRADE TO
 LZ1736'TOP OF RIDGE, TURN LEFT AND FOLLOW DIM TRAIL AND BLAZED TRAIL FOR
 LZ1736'APPROXIMATELY 0.2 MILE TO THE STATION.  (ABOUT A 20 MINUTE
 LZ1736'PACK.)
 LZ1736'
 LZ1736'STATION MARK, A STANDARD DISK STAMPED EAST 1958, IS CEMENTED IN A
 LZ1736'DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 1 FOOT.  IT IS 6
 LZ1736'FEET NORTHWEST OF A 10-INCH TREE WITH A TRIANGLE BLAZE ON THE EAST
 LZ1736'SIDE AND 4 FEET EAST OF A 7-INCH TREE WITH A TRIANGLE BLAZE ON
 LZ1736'THE EAST SIDE.
 LZ1736'
 LZ1736'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BAST NO 1 1958, IS
 LZ1736'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 8
 LZ1736'INCHES.  IT IS 9 FEET NORTHWEST OF A 12-INCH TREE WITH A TRIANGLE
 LZ1736'BLAZE ON THE NORTHWEST SIDE.
 LZ1736'
 LZ1736'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BAST NO 2 1958, IS
 LZ1736'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH
 LZ1736'THE SURFACE OF THE GROUND.  IT IS 14 FEET SOUTH OF A 10-INCH TREE
 LZ1736'WITH A TRIANGLE BLAZE ON THE EAST SIDE.
 LZ1736'
 LZ1736'AZIMUTH MARK, A STANDARD DISK STAMPED BAST 1958, IS SET IN A SQUARE
 LZ1736'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 166 FEET SOUTH OF
 LZ1736'THE CENTER OF A GRAVEL ROAD AND 40.5 FEET EAST-SOUTHEAST OF THE
 LZ1736'CENTER OF STATE HIGHWAY 654.  A STANDARD WITNESS POST WAS SET 2
 LZ1736'FEET SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU4495 ***********************************************************************
 JU4495  DESIGNATION -  BATH
 JU4495  PID         -  JU4495
 JU4495  STATE/COUNTY-  PA/PHILADELPHIA
 JU4495  USGS QUAD   -  CAMDEN (1995)
 JU4495
 JU4495                         *CURRENT SURVEY CONTROL
 JU4495  ___________________________________________________________________
 JU4495* NAD 83(1996)-  39 59 53.96734(N)    075 04 04.99424(W)     ADJUSTED  
 JU4495* NAVD 88     -         4.7    (meters)      15.     (feet)  GPS OBS   
 JU4495  ___________________________________________________________________
 JU4495  X           -   1,260,736.880 (meters)                     COMP
 JU4495  Y           -  -4,727,588.023 (meters)                     COMP
 JU4495  Z           -   4,077,824.859 (meters)                     COMP
 JU4495  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 JU4495  ELLIP HEIGHT-         -28.28  (meters)          (08/10/01) GPS OBS
 JU4495  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JU4495
 JU4495  HORZ ORDER  -  FIRST
 JU4495  ELLP ORDER  -  FOURTH    CLASS II
 JU4495
 JU4495.The horizontal coordinates were established by GPS observations
 JU4495.and adjusted by the National Geodetic Survey in May 1999..
 JU4495
 JU4495.The orthometric height was determined by GPS observations and a
 JU4495.high-resolution geoid model.
 JU4495
 JU4495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4495
 JU4495.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4495
 JU4495.The ellipsoidal height was determined by GPS observations
 JU4495.and is referenced to NAD 83.
 JU4495
 JU4495.The geoid height was determined by GEOID03.
 JU4495
 JU4495;                    North         East     Units Scale Factor Converg.
 JU4495;SPC PA S     -    77,314.440   828,989.930   MT  0.99999047   +1 44 24.1
 JU4495;SPC PA S     -   253,655.79  2,719,777.80   sFT  0.99999047   +1 44 24.1
 JU4495;SPC NJ       -   129,482.916   101,495.207   MT  0.99992895   -0 21 54.5
 JU4495;SPC NJ       -   424,811.87    332,988.86   sFT  0.99992895   -0 21 54.5
 JU4495;UTM  18      - 4,427,573.446   494,190.793   MT  0.99960042   -0 02 37.5
 JU4495
 JU4495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4495!SPC PA S     -   1.00000444  x   0.99999047  =   0.99999491
 JU4495!SPC NJ       -   1.00000444  x   0.99992895  =   0.99993339
 JU4495!UTM  18      -   1.00000444  x   0.99960042  =   0.99960485
 JU4495
 JU4495                          SUPERSEDED SURVEY CONTROL
 JU4495
 JU4495  NAD 83(1992)-  39 59 53.96680(N)    075 04 04.99459(W) AD(       ) 1
 JU4495  ELLIP H (06/28/94)  -28.33   (m)                       GP(       ) 4 1
 JU4495
 JU4495.Superseded values are not recommended for survey control.
 JU4495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4495.See file dsdata.txt to determine how the superseded data were derived.
 JU4495
 JU4495_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9419127573(NAD 83)
 JU4495_MARKER: DD = SURVEY DISK
 JU4495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4495_SP_SET: CONCRETE POST
 JU4495_STAMPING: BATH 1993
 JU4495_MARK LOGO: PA6540
 JU4495_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JU4495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4495+STABILITY: SURFACE MOTION
 JU4495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4495+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2004
 JU4495
 JU4495  HISTORY     - Date     Condition        Report By
 JU4495  HISTORY     - 1993     MONUMENTED       PA6540
 JU4495  HISTORY     - 19990111 GOOD             NJGS
 JU4495  HISTORY     - 20040310 GOOD             DEWDAV
 JU4495
 JU4495                          STATION DESCRIPTION
 JU4495
 JU4495'DESCRIBED BY CITY OF PHILADELPHIA PENNSYLVANIA 1993
 JU4495'THE STATION IS LOCATED IN NORTHEAST PHILADELPHIA IN A
 JU4495'NEIGHBORHOODKNOWN AS BRIDESBURG, 2.0 FT (0.6 M) NORTH OF THE NORTH
 JU4495'CURBLINE OF BUCKIUS STREET AND 115.0 FT (35.1 M) WEST OF THE WEST
 JU4495'CURBLINE OF BATH STREET. THE MARK IS A CITY OF PHILADELPHIA
 JU4495'HORIZONTAL CONTROL NETWORK BRASS DISK STAMPED BATH 1993. THE STATION
 JU4495'IS SET 0.3 FT (0.1 M) BELOW THE CONCRETE SIDEWALK AND COVERED BY
 JU4495'CIRCULAR ALUMINUM BOX COVER.
 JU4495'TO REACH THE STATION FROM NORTHBOUND AND SOUTHBOUND I-95 (DELAWARE
 JU4495'EXPRESSWAY), TAKE THE BRIDGE STREET EXIT OFF OF I-95. TURN EAST ON
 JU4495'BRIDGE STREET (PA ROUTE 1009),AND GO EAST FOR 0.5 MI (0.8 KM) TO
 JU4495'RICHMOND STREET (PA ROUTE 2001). TURN RIGHT AND GO 0.3 MI (0.5 KM)
 JU4495'SOUTH TO BUCKIUS STREET. TURN LEFT ON BUCKIUS STREET, AND GO 0.1 MI
 JU4495'(0.2 KM) EAST TO THE STATION.
 JU4495
 JU4495                          STATION RECOVERY (1999)
 JU4495
 JU4495'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (ECB)
 JU4495'THE STATION IS 1.5M WEST SOUTH WEST FROM A 7FT TALL SPIKED IRON FENCE,
 JU4495'20.4M SOUTH SOUTH EAST FROM WOOD UTILITY POLE 34105B, 28.5M NORTH FROM
 JU4495'A FIRE HYDRANT AT THE NORTH EAST CORNER IF THE INTERSECTION OF BUCKIUS
 JU4495'AND BATH STREETS.  THE MONUMENT IS STAMPED 1993. THE RIM IF THE
 JU4495'MONUMENT BOX IS STAMPED BATH 1993.
 JU4495
 JU4495                          STATION RECOVERY (2004)
 JU4495
 JU4495'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (CSW)
 JU4495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ2004 ***********************************************************************
 LZ2004  DESIGNATION -  BATY
 LZ2004  PID         -  LZ2004
 LZ2004  STATE/COUNTY-  PA/LYCOMING
 LZ2004  USGS QUAD   -  BODINES (1973)
 LZ2004
 LZ2004                         *CURRENT SURVEY CONTROL
 LZ2004  ___________________________________________________________________
 LZ2004* NAD 83(1992)-  41 26 26.68430(N)    076 57 45.86502(W)     ADJUSTED  
 LZ2004* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 LZ2004  ___________________________________________________________________
 LZ2004  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 LZ2004  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 LZ2004
 LZ2004  HORZ ORDER  -  SECOND
 LZ2004
 LZ2004.The horizontal coordinates were established by classical geodetic methods
 LZ2004.and adjusted by the National Geodetic Survey in June 2002..
 LZ2004
 LZ2004.The orthometric height was scaled from a topographic map.
 LZ2004
 LZ2004.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ2004
 LZ2004.The geoid height was determined by GEOID03.
 LZ2004
 LZ2004;                    North         East     Units Scale Factor Converg.
 LZ2004;SPC PA N     -   141,790.462   665,789.312   MT  0.99995692   +0 31 14.9
 LZ2004;SPC PA N     -   465,190.87  2,184,343.77   sFT  0.99995692   +0 31 14.9
 LZ2004;UTM  18      - 4,589,545.057   336,030.988   MT  0.99993088   -1 17 57.5
 LZ2004
 LZ2004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ2004!SPC PA N     -   0.99995594  x   0.99995692  =   0.99991286
 LZ2004!UTM  18      -   0.99995594  x   0.99993088  =   0.99988682
 LZ2004
 LZ2004|---------------------------------------------------------------------|
 LZ2004| PID    Reference Object                     Distance      Geod. Az  |
 LZ2004|                                                           dddmmss.s |
 LZ2004| CB2710 BATY RM 1                            18.802 METERS 02823     |
 LZ2004| CB2711 BATY RM 2                            25.760 METERS 10334     |
 LZ2004| CB2709 BATY AZ MK                                         1234709.4 |
 LZ2004| LZ1701 SHOE                                APPROX. 4.7 KM 2301742.2 |
 LZ2004|---------------------------------------------------------------------|
 LZ2004
 LZ2004                          SUPERSEDED SURVEY CONTROL
 LZ2004
 LZ2004  NAD 83(1986)-  41 26 26.68284(N)    076 57 45.86341(W) AD(       ) 2
 LZ2004  NAD 27      -  41 26 26.40860(N)    076 57 46.99070(W) AD(       ) 2
 LZ2004
 LZ2004.Superseded values are not recommended for survey control.
 LZ2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ2004.See file dsdata.txt to determine how the superseded data were derived.
 LZ2004
 LZ2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL3603189545(NAD 83)
 LZ2004_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ2004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ2004
 LZ2004  HISTORY     - Date     Condition        Report By
 LZ2004  HISTORY     - 1958     MONUMENTED       CGS
 LZ2004
 LZ2004                          STATION DESCRIPTION
 LZ2004
 LZ2004'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ2004'THE STATION IS APPROXIMATELY 6 MILES NORTHEAST OF TROUT RUN, 3 MILES
 LZ2004'NORTH OF CALVERT, AND ON WESTERN EDGE OF THE SUMMIT OF A
 LZ2004'TIMBERED COVERED HILL, WHICH IS KNOWN AS BATY MOUNTAIN.  THE PROPERTY
 LZ2004'IS OWNED BY MR. MELVIN C. BELL OF WILLIAMSPORT, PA.
 LZ2004'
 LZ2004'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY AND STATE HIGHWAY 14 IN
 LZ2004'TROUT RUN, GO NORTHERLY ON STATE HIGHWAY 14 FOR 4.3 MILES
 LZ2004'TO A SIDE ROAD RIGHT.  TURN RIGHT ACROSS STEEL BRIDGE, AND GO 2.2
 LZ2004'MILES TO A CROSS ROAD, TURN LEFT AND GO 1.5 MILES TO A SIDE
 LZ2004'ROAD LEFT, TURN LEFT AND GO 0.15 MILE TO A HOUSE ON THE LEFT SIDE OF
 LZ2004'ROAD AND A TRIANGLE BLAZED TREE ON THE RIGHT, TURN
 LZ2004'RIGHT ON TRACK ROAD AND GO 1.0 MILE TO PIPE LINE, TURN LEFT ON PIPE
 LZ2004'LINE, AND GO 2.0 MILES TO AZIMUTH MARK ON RIGHT, CONTINUE
 LZ2004'STRAIGHT AHEAD FOR 0.15 MILE TO STATION ON LEFT SIDE OF PIPE
 LZ2004'LINE AND TRIANGLE BLAZED TREES.
 LZ2004'
 LZ2004'STATION MARKS ARE STANDARD DISKS STAMPED BATY 1958.  THE SURFACE DISK
 LZ2004'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 LZ2004'IT IS 25.5 FEET NORTHEAST OF A 18 INCH TREE WITH TRIANGLE BLAZE, 23
 LZ2004'FEET SOUTHEAST OF A 6 INCH TREE WITH TRIANGLE BLAZE, 19 FEET
 LZ2004'NORTH-NORTHWEST OF A 12 INCH TREE WITH TRIANGLE BLAZE AND 14 FEET
 LZ2004'SOUTHWEST OF THE CENTER OF PIPE LINE.  THE UNDERGROUND DISK IS
 LZ2004'SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF
 LZ2004'THE GROUND.  A STANDARD WITNESS POST WAS SET 3 FEET
 LZ2004'NORTH-NORTHWEST OF THE MARK.
 LZ2004'
 LZ2004'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BATY NO 1 1958, IS SET
 LZ2004'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 47
 LZ2004'FEET NORTHEAST OF THE CENTER OF PIPE LINE AND 35 FEET SOUTHEAST OF A
 LZ2004'6 INCH TREE WITH A BLAZE.
 LZ2004'
 LZ2004'REFERENCE MARK NO 2, A STANDARD DISK STAMPED BATY NO 2 1958, IS SET
 LZ2004'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 LZ2004'27 FEET EAST-NORTHEAST OF THE CENTER OF PIPE LINE AND 19 FEET
 LZ2004'NORTHWEST OF A 6 INCH TREE WITH A TRIANGLE BLAZE.
 LZ2004'
 LZ2004'AZIMUTH MARK, A STANDARD DISK STAMPED BATY 1958, IS SET IN A SQUARE
 LZ2004'CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 19 FEET NORTHEAST
 LZ2004'OF THE CENTER OF PIPE LINE AND 9 FEET WEST OF A THREE TRUNKED TREE.
 LZ2004'A STANDARD WITNESS POST WAS SET 2 FEET EAST OF THE MARK.
 LZ2004'
 LZ2004'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0169 ***********************************************************************
 MB0169  DESIGNATION -  BAXTER
 MB0169  PID         -  MB0169
 MB0169  STATE/COUNTY-  PA/ERIE
 MB0169  USGS QUAD   -  EAST SPRINGFIELD (1990)
 MB0169
 MB0169                         *CURRENT SURVEY CONTROL
 MB0169  ___________________________________________________________________
 MB0169* NAD 83(1992)-  41 56 41.72162(N)    080 23 46.21558(W)     ADJUSTED  
 MB0169* NAVD 88     -       254.294  (meters)     834.30   (feet)  ADJUSTED  
 MB0169  ___________________________________________________________________
 MB0169  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 MB0169  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 MB0169  DYNAMIC HT  -         254.200 (meters)     833.99  (feet)  COMP
 MB0169  MODELED GRAV-     980,247.5   (mgal)                       NAVD 88
 MB0169
 MB0169  HORZ ORDER  -  SECOND
 MB0169  VERT ORDER  -  SECOND    CLASS 0
 MB0169
 MB0169.The horizontal coordinates were established by classical geodetic methods
 MB0169.and adjusted by the National Geodetic Survey in June 2002..
 MB0169
 MB0169.The orthometric height was determined by differential leveling
 MB0169.and adjusted by the National Geodetic Survey in June 1991..
 MB0169.WARNING-Repeat measurements at this control monument indicate possible
 MB0169.vertical movement.
 MB0169
 MB0169.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB0169
 MB0169.The geoid height was determined by GEOID03.
 MB0169
 MB0169.The dynamic height is computed by dividing the NAVD 88
 MB0169.geopotential number by the normal gravity value computed on the
 MB0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0169.degrees latitude (g = 980.6199 gals.).
 MB0169
 MB0169.The modeled gravity was interpolated from observed gravity values.
 MB0169
 MB0169;                    North         East     Units Scale Factor Converg.
 MB0169;SPC PA N     -   200,839.240   380,608.081   MT  0.99999918   -1 45 02.0
 MB0169;SPC PA N     -   658,920.07  1,248,711.68   sFT  0.99999918   -1 45 02.0
 MB0169;UTM  17      - 4,643,837.372   550,050.882   MT  0.99963082   +0 24 13.0
 MB0169
 MB0169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB0169!SPC PA N     -   0.99996553  x   0.99999918  =   0.99996472
 MB0169!UTM  17      -   0.99996553  x   0.99963082  =   0.99959637
 MB0169
 MB0169|---------------------------------------------------------------------|
 MB0169| PID    Reference Object                     Distance      Geod. Az  |
 MB0169|                                                           dddmmss.s |
 MB0169| MB1734 BAXTER RM 3                          23.465 METERS 03722     |
 MB0169| MB0170 BAXTER RM 2                          38.825 METERS 03836     |
 MB0169| MB1873 ALBION RODGERS TRUCKING CO TK       APPROX. 6.5 KM 1521154.8 |
 MB0169| MB0167 J 273                                              2810354.5 |
 MB0169| MB1735 BAXTER RM 4                          20.884 METERS 32657     |
 MB0169| MB0168 BAXTER RM 1                          31.660 METERS 32738     |
 MB0169|---------------------------------------------------------------------|
 MB0169
 MB0169                          SUPERSEDED SURVEY CONTROL
 MB0169
 MB0169  NAD 83(1995)-  41 56 41.72242(N)    080 23 46.21597(W) AD(       ) 2
 MB0169  NAD 83(1986)-  41 56 41.72537(N)    080 23 46.21654(W) AD(       ) 2
 MB0169  NAD 27      -  41 56 41.52260(N)    080 23 46.97850(W) AD(       ) 2
 MB0169  NGVD 29 (??/??/92)  254.481  (m)          834.91   (f) ADJ UNCH    2 0
 MB0169
 MB0169.Superseded values are not recommended for survey control.
 MB0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0169.See file dsdata.txt to determine how the superseded data were derived.
 MB0169
 MB0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG5005143837(NAD 83)
 MB0169_MARKER: DS = TRIANGULATION STATION DISK
 MB0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0169_STAMPING: BAXTER 1961
 MB0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0169+STABILITY: SURFACE MOTION
 MB0169
 MB0169  HISTORY     - Date     Condition        Report By
 MB0169  HISTORY     - 1961     MONUMENTED       CGS
 MB0169  HISTORY     - 1961     GOOD             CGS
 MB0169  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MB0169  HISTORY     - 1967     GOOD             NGS
 MB0169  HISTORY     - 1975     GOOD             NGS
 MB0169  HISTORY     - 1975     GOOD             USGS
 MB0169
 MB0169                          STATION DESCRIPTION
 MB0169
 MB0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 MB0169'THE STATION IS LOCATED ABOUT 4.0 MILES EAST OF WEST SPRINGFIELD,
 MB0169'1-1/2 MILES EAST-SOUTHEAST OF EAST SPRINGFIELD AND ON PROPERTY
 MB0169'OWNED BY MR. FRED B. BAXTER WHO GAVE PERMISSION.
 MB0169'
 MB0169'TO REACH THE STATION FROM THE POST OFFICE IN EAST SPRINGFIELD, GO
 MB0169'WEST ON MAIN STREET FOR 0.1 MILE TO A CROSSROAD, TURN LEFT AND GO
 MB0169'SOUTH ON A ASPHALT ROAD FOR 0.9 MILE TO A SIDE ROAD LEFT, CONTINUE
 MB0169'STRAIGHT AHEAD ON ASPHALT ROAD FOR 0.5 MILE TO A OVERPASS OVER
 MB0169'INTERSTATE 90, CONTINUE SOUTH ON ASPHALT ROAD FOR 0.1 MILE TO A
 MB0169'DRIVEWAY LEFT, LEADING TO THE ERIE COUNTY BEAGLE CLUB, TURN LEFT
 MB0169'AND GO EAST ON DRIVEWAY AND PASS BY THE SOUTH SIDE OF THE CLUB
 MB0169'BUILDING AND CONTINUE 0.15 MILE TO A DIM FORK UNDER A POWERLINE JUST
 MB0169'BEFORE REACHING A CULVERT, TURN LEFT AND GO NORTH FOR 0.05 MILE TO
 MB0169'THE EDGE OF FIELD BEAR RIGHT AND GO EAST FOR 0.2 MILE TO THE
 MB0169'HIGHEST POINT AND THE STATION.
 MB0169'
 MB0169'STATION, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE MONUMENT
 MB0169'WHICH PROJECTS ABOUT 8 INCHES ABOVE THE SURFACE OF THE GROUND,
 MB0169'STAMPED BAXTER 1961.  IT IS 163.0 FEET NORTH OF A 10-INCH TREE AND
 MB0169'93.6 FEET SOUTH OF A WIRE FENCE.
 MB0169'
 MB0169'REFERENCE MARK 1, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 MB0169'MONUMENT WHICH PROJECTS ABOUT 9 INCHES ABOVE THE SURFACE OF THE
 MB0169'GROUND, STAMPED BAXTER NO 1 1961.  IT IS 59.0 FEET SOUTH OF THE
 MB0169'APPROXIMATE CENTER OF THE EAST BOUND LANE OF INTERSTATE 90 AND 1.0
 MB0169'FOOT SOUTH OF A WIRE FENCE.
 MB0169'
 MB0169'REFERENCE MARK 2, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 MB0169'MONUMENT WHICH PROJECTS ABOUT 10 INCHES ABOVE THE SURFACE OF THE
 MB0169'GROUND, STAMPED BAXTER NO 2 1961.  IT IS 59.4 FEET SOUTH OF THE
 MB0169'APPROXIMATE CENTER OF THE EAST BOUND LANE OF INTERSTATE 90 AND
 MB0169'1.0 FOOT SOUTH OF A WIRE FENCE.
 MB0169'
 MB0169'AZIMUTH MARK, IS A STANDARD BENCH MARK DISK SET IN THE TOP OF A
 MB0169'CONCRETE ABUTMENT WHICH IS ABOUT 3.0 FEET LOWER THAN INTERSTATE
 MB0169'90, STAMPED J 273 1961.  IT IS 75.0 FEET NORTH OF THE APPROXIMATE
 MB0169'CENTER OF THE WEST BOUND LANE OF INTERSTATE 90, 44.0 FEET SOUTHEAST
 MB0169'OF A FENCE CORNER AND ABOUT 1.0 FOOT WEST OF THE EAST AND OF A
 MB0169'HEADWALL.
 MB0169'
 MB0169'TO REACH THE AZIMUTH MARK FROM THE OVERPASS OVER INTERSTATE 90 THAT
 MB0169'IS MENTIONED IN THE DESCRIPTION, GO EAST ON INTERSTATE 90
 MB0169'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT, NORTH SIDE OF
 MB0169'INTERSTATE 90.
 MB0169'
 MB0169'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MB0169
 MB0169                          STATION RECOVERY (1961)
 MB0169
 MB0169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 MB0169'4.4 MI SE FROM WEST SPRINGFIELD.
 MB0169'ABOUT 0.35 MILE EAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE
 MB0169'IN WEST SPRINGFIELD TO THE JUNCTION OF U.S. HIGHWAYS 6 NORTH
 MB0169'AND 20, THENCE 0.6 MILE SOUTH ALONG U.S. HIGHWAY 6N TO THE
 MB0169'INTERCHANGE BRIDGE, THENCE 3.45 MILE EAST ALONG INTERSTATE
 MB0169'HIGHWAY 90, 163.0 FEET NORTH OF A 10-INCH TREE AND 93.6 FEET
 MB0169'SOUTH OF AN EAST AND WEST WIRE FENCE.  SET IN TOP OF A SQUARE
 MB0169'CONCRETE MONUMENT PROJECTING ABOUT 8 INCHES ABOVE THE SURFACE
 MB0169'OF THE GROUND.
 MB0169
 MB0169                          STATION RECOVERY (1967)
 MB0169
 MB0169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MB0169'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND BENCH MARK J 273
 MB0169'1961, USED FOR THE AZIMUTH MARK, WERE RECOVERED AS DESCRIBED AND
 MB0169'FOUND TO BE IN GOOD CONDITION.
 MB0169'
 MB0169'THE STATION CAN BE REACHED FROM THE JUNCTION OF INTERSTATE HIGHWAY 90
 MB0169'AND STATE HIGHWAY 215, GO NORTHEAST ON INTERSTATE HIGHWAY 90 FOR 0.3
 MB0169'MILE TO THE STATION ON THE RIGHT.
 MB0169
 MB0169                          STATION RECOVERY (1967)
 MB0169
 MB0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MB0169'RECOVERED IN GOOD CONDITION.
 MB0169
 MB0169                          STATION RECOVERY (1975)
 MB0169
 MB0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MB0169'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 MB0169'CONDITION.  THE DISTANCES AND DIRECTIONS TO ALL MARKS WERE WITHIN
 MB0169'CLOSE AGREEMENT WITH THE 1961 OBSERVATIONS.  REFERENCE MARKS ONE
 MB0169'AND TWO WILL SOON BE DESTROYED BY CONSTRUCTION ALONG INTERSTATE
 MB0169'HIGHWAY 90.  NEW REFERENCE MARKS THREE AND FOUR WERE ESTABLISHED
 MB0169'AT THIS DATE.
 MB0169'
 MB0169'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 MB0169'
 MB0169'THE STATION IS LOCATED ABOUT 4 MILES EAST OF WEST SPRINGFIELD,
 MB0169'1-1/2 MILES EAST-SOUTHEAST OF EAST SPRINGFIELD AND ON PROPERTY OWNED
 MB0169'BY THE BEAGLE CLUB OF ERIE.
 MB0169'
 MB0169'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 90 AND STATE
 MB0169'HIGHWAY 215 (EXIT 2), GO EAST ON INTERSTATE HIGHWAY 90 FOR 0.1 MILE
 MB0169'TO BENCH MARK J 273 (AZ MK) ON THE LEFT, NORTH SIDE OF THE
 MB0169'HIGHWAY.  CONTINUE EAST ON INTERSTATE HIGHWAY 90 FOR 0.2 MILE TO
 MB0169'THE STATION ON THE RIGHT.
 MB0169'
 MB0169'THE STATION MARK IS A STANDARD DISK STAMPED BAXTER 1961, SET IN THE
 MB0169'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 MB0169'SURFACE.  IT IS 151 FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE
 MB0169'OF I 90 AND 1.5 FEET EAST OF A WITNESS POST.  IT IS IN THE CENTER
 MB0169'OF A FIELD WHICH HAS TREES ON THE EAST AND SOUTH SIDE.  THE FIELD
 MB0169'IS ABOUT 2 ACRES IN SIZE.
 MB0169'
 MB0169'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BAXTER 1961 NO 3 1975,
 MB0169'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 MB0169'4-INCHES.  IT IS 94 FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE
 MB0169'FOR I 90 AND 77 FEET NORTHEAST OF THE WITNESS POST.
 MB0169'
 MB0169'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BAXTER 1961 NO 4 1975,
 MB0169'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 MB0169'4-INCHES.  IT IS 90.5 FEET SOUTH OF THE CENTER OF THE EAST BOUND
 MB0169'LANE OF I 90 AND 69 FEET NORTHWEST OF THE WITNESS POST.
 MB0169'
 MB0169'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK STAMPED J 273 1961,
 MB0169'CEMENTED IN A DRILL HOLE IN A HEADWALL ALONG THE NORTH SIDE OF I 90.
 MB0169'IT IS 76 FEET NORTH OF THE CENTER OF THE WEST BOUND LANE OF I 90,
 MB0169'28 FEET SOUTH OF A POWERLINE POLE NUMBERED 39, ABOUT 5 FEET LOWER
 MB0169'THAN THE ROAD AND 1.5 FEET SOUTH OF A WITNESS POST.
 MB0169'
 MB0169'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES EAST OF
 MB0169'SPRINGFIELD.
 MB0169
 MB0169                          STATION RECOVERY (1975)
 MB0169
 MB0169'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 MB0169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1734 ***********************************************************************
 MB1734  DESIGNATION -  BAXTER RM 3
 MB1734  PID         -  MB1734
 MB1734  STATE/COUNTY-  PA/ERIE
 MB1734  USGS QUAD   -  EAST SPRINGFIELD (1990)
 MB1734
 MB1734                         *CURRENT SURVEY CONTROL
 MB1734  ___________________________________________________________________
 MB1734* NAD 83(1986)-  41 56 41.     (N)    080 23 45.     (W)     SCALED    
 MB1734* NAVD 88     -       253.82   (+/-2cm)     832.7    (feet)  VERTCON   
 MB1734  ___________________________________________________________________
 MB1734  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 MB1734
 MB1734  VERT ORDER  -  THIRD (See Below)
 MB1734
 MB1734.The horizontal coordinates were scaled from a topographic map and have
 MB1734.an estimated accuracy of +/- 6 seconds.
 MB1734
 MB1734.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1734.The vertical order pertains to the NGVD 29 superseded value.
 MB1734
 MB1734.The geoid height was determined by GEOID03.
 MB1734
 MB1734;                    North         East    Units  Estimated Accuracy
 MB1734;SPC PA N     -   200,820.      380,640.      MT  (+/- 180 meters Scaled)
 MB1734
 MB1734                          SUPERSEDED SURVEY CONTROL
 MB1734
 MB1734  NGVD 29 (02/24/03)  254.01   (m)          833.4    (f) RESET       3  
 MB1734
 MB1734.Superseded values are not recommended for survey control.
 MB1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1734.See file dsdata.txt to determine how the superseded data were derived.
 MB1734
 MB1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG500438(NAD 83)
 MB1734_MARKER: DR = REFERENCE MARK DISK
 MB1734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1734_STAMPING: BAXTER 1961 NO 3 1975
 MB1734_PROJECTION: PROJECTING 10 CENTIMETERS
 MB1734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1734+STABILITY: SURFACE MOTION
 MB1734
 MB1734  HISTORY     - Date     Condition        Report By
 MB1734  HISTORY     - 1975     MONUMENTED       NGS
 MB1734
 MB1734                          STATION DESCRIPTION
 MB1734
 MB1734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 MB1734'4.4 MI SE FROM WEST SPRINGFIELD.
 MB1734'0.35 MILE EAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE IN
 MB1734'WEST SPRINGFIELD TO THE JUNCTION OF U.S. HIGHWAYS 6N AND 20,
 MB1734'THENCE 0.6 MILE SOUTH ALONG U.S. HIGHWAY 6N TO THE INTERCHANGE
 MB1734'BRIDGE, THENCE 3.45 MILES EAST ALONG INTERSTATE 90, 94.0 FEET
 MB1734'SOUTH OF THE CENTER OF THE EASTBOUND LANE OF I 90.
 MB1734'THE MARK IS 77 FT  NE FROM A WITNESS POST.
 MB1734'THE MARK IS 6 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1735 ***********************************************************************
 MB1735  DESIGNATION -  BAXTER RM 4
 MB1735  PID         -  MB1735
 MB1735  STATE/COUNTY-  PA/ERIE
 MB1735  USGS QUAD   -  EAST SPRINGFIELD (1990)
 MB1735
 MB1735                         *CURRENT SURVEY CONTROL
 MB1735  ___________________________________________________________________
 MB1735* NAD 83(1986)-  41 56 41.     (N)    080 23 45.     (W)     SCALED    
 MB1735* NAVD 88     -       253.64   (+/-2cm)     832.2    (feet)  VERTCON   
 MB1735  ___________________________________________________________________
 MB1735  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 MB1735
 MB1735  VERT ORDER  -  THIRD (See Below)
 MB1735
 MB1735.The horizontal coordinates were scaled from a topographic map and have
 MB1735.an estimated accuracy of +/- 6 seconds.
 MB1735
 MB1735.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1735.The vertical order pertains to the NGVD 29 superseded value.
 MB1735
 MB1735.The geoid height was determined by GEOID03.
 MB1735
 MB1735;                    North         East    Units  Estimated Accuracy
 MB1735;SPC PA N     -   200,820.      380,640.      MT  (+/- 180 meters Scaled)
 MB1735
 MB1735                          SUPERSEDED SURVEY CONTROL
 MB1735
 MB1735  NGVD 29 (02/24/03)  253.82   (m)          832.7    (f) RESET       3  
 MB1735
 MB1735.Superseded values are not recommended for survey control.
 MB1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1735.See file dsdata.txt to determine how the superseded data were derived.
 MB1735
 MB1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG500438(NAD 83)
 MB1735_MARKER: DR = REFERENCE MARK DISK
 MB1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1735_STAMPING: BAXTER 1961 NO 4 1975
 MB1735_PROJECTION: PROJECTING 10 CENTIMETERS
 MB1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1735+STABILITY: SURFACE MOTION
 MB1735
 MB1735  HISTORY     - Date     Condition        Report By
 MB1735  HISTORY     - 1975     MONUMENTED       NGS
 MB1735
 MB1735                          STATION DESCRIPTION
 MB1735
 MB1735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 MB1735'4.4 MI SE FROM WEST SPRINGFIELD.
 MB1735'0.35 MILE EAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE IN
 MB1735'WEST SPRINGFIELD TO THE JUNCTION OF U.S. HIGHWAYS 6N AND 20,
 MB1735'THENCE 0.6 MILE SOUTH ALONG U.S. HIGHWAY 6N TO THE INTERCHANGE
 MB1735'BRIDGE, THENCE 3.45 MILES EAST ALONG INTERSTATE 90, 90.5 FEET
 MB1735'SOUTH OF THE CENTER OF EASTBOUND LANE OF INTERSTATE HIGHWAY 90,
 MB1735'69 FEET NORTHWEST OF A WITNESS POST.
 MB1735'THE MARK IS 69 FT  NW FROM A WITNESS POST.
 MB1735'THE MARK IS 6 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2809 ***********************************************************************
 KV2809  DESIGNATION -  BB 192
 KV2809  PID         -  KV2809
 KV2809  STATE/COUNTY-  PA/SCHUYLKILL
 KV2809  USGS QUAD   -  TAMAQUA (1995)
 KV2809
 KV2809                         *CURRENT SURVEY CONTROL
 KV2809  ___________________________________________________________________
 KV2809* NAD 83(1986)-  40 48 17.     (N)    075 57 03.     (W)     SCALED    
 KV2809* NAVD 88     -       256.398  (meters)     841.20   (feet)  ADJUSTED  
 KV2809  ___________________________________________________________________
 KV2809  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 KV2809  DYNAMIC HT  -         256.272 (meters)     840.79  (feet)  COMP
 KV2809  MODELED GRAV-     980,124.7   (mgal)                       NAVD 88
 KV2809
 KV2809  VERT ORDER  -  SECOND    CLASS 0
 KV2809
 KV2809.The horizontal coordinates were scaled from a topographic map and have
 KV2809.an estimated accuracy of +/- 6 seconds.
 KV2809
 KV2809.The orthometric height was determined by differential leveling
 KV2809.and adjusted by the National Geodetic Survey in June 1991..
 KV2809
 KV2809.The geoid height was determined by GEOID03.
 KV2809
 KV2809.The dynamic height is computed by dividing the NAVD 88
 KV2809.geopotential number by the normal gravity value computed on the
 KV2809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2809.degrees latitude (g = 980.6199 gals.).
 KV2809
 KV2809.The modeled gravity was interpolated from observed gravity values.
 KV2809
 KV2809;                    North         East    Units  Estimated Accuracy
 KV2809;SPC PA S     -   164,930.      751,810.      MT  (+/- 180 meters Scaled)
 KV2809
 KV2809                          SUPERSEDED SURVEY CONTROL
 KV2809
 KV2809  NGVD 29 (??/??/??)  256.596  (m)          841.85   (f) ADJUSTED    2 0
 KV2809
 KV2809.Superseded values are not recommended for survey control.
 KV2809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2809.See file dsdata.txt to determine how the superseded data were derived.
 KV2809
 KV2809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL197175(NAD 83)
 KV2809_MARKER: DB = BENCH MARK DISK
 KV2809_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2809_SP_SET: BRIDGE SEAT
 KV2809_STAMPING: BB-192 1942
 KV2809_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV2809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2809
 KV2809  HISTORY     - Date     Condition        Report By
 KV2809  HISTORY     - 1942     MONUMENTED       CGS
 KV2809  HISTORY     - 1965     GOOD             CGS
 KV2809  HISTORY     - 1975     GOOD             PADT
 KV2809  HISTORY     - 19981120 SEE DESCRIPTION  STEWRT
 KV2809
 KV2809                          STATION DESCRIPTION
 KV2809
 KV2809'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2809'1 MI NE FROM TAMAQUA.
 KV2809'1.0 MILE NORTHEAST ALONG THE LEHIGH AND NEW ENGLAND RAILROAD FROM
 KV2809'THE POST OFFICE AT TAMAQUA, SET IN THE NORTH CORNER OF THE EAST
 KV2809'BRIDGE SEAT OF BRIDGE NEAR THE RAILROAD ROUND-HOUSE, 13 RAILS
 KV2809'WEST OF THE PUBLIC ROAD CROSSING, 32.5 FEET EAST OF MILE-POST
 KV2809'NO. 5, 5.5 FEET NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK,
 KV2809'1.5 FEET BELOW TRACK LEVEL.  A STANDARD DISK.
 KV2809
 KV2809                          STATION RECOVERY (1965)
 KV2809
 KV2809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV2809'RECOVERED IN GOOD CONDITION.
 KV2809
 KV2809                          STATION RECOVERY (1975)
 KV2809
 KV2809'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 KV2809'RECOVERED IN GOOD CONDITION.
 KV2809
 KV2809                          STATION RECOVERY (1998)
 KV2809
 KV2809'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1998 (JMS)
 KV2809'BRIDGE SEAT CONCRETE CHIPPED AWAY AND DISK WAS REMOVED.  IT IS
 KV2809'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0295 ***********************************************************************
 KX0295  DESIGNATION -  BB 97
 KX0295  PID         -  KX0295
 KX0295  STATE/COUNTY-  PA/HUNTINGDON
 KX0295  USGS QUAD   -  HUNTINGDON (1994)
 KX0295
 KX0295                         *CURRENT SURVEY CONTROL
 KX0295  ___________________________________________________________________
 KX0295* NAD 83(1986)-  40 29 59.     (N)    078 01 02.     (W)     SCALED    
 KX0295* NAVD 88     -       214.605  (meters)     704.08   (feet)  ADJUSTED  
 KX0295  ___________________________________________________________________
 KX0295  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 KX0295  DYNAMIC HT  -         214.496 (meters)     703.73  (feet)  COMP
 KX0295  MODELED GRAV-     980,112.5   (mgal)                       NAVD 88
 KX0295
 KX0295  VERT ORDER  -  SECOND    CLASS 0
 KX0295
 KX0295.The horizontal coordinates were scaled from a topographic map and have
 KX0295.an estimated accuracy of +/- 6 seconds.
 KX0295
 KX0295.The orthometric height was determined by differential leveling
 KX0295.and adjusted by the National Geodetic Survey in June 1991..
 KX0295
 KX0295.The geoid height was determined by GEOID03.
 KX0295
 KX0295.The dynamic height is computed by dividing the NAVD 88
 KX0295.geopotential number by the normal gravity value computed on the
 KX0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0295.degrees latitude (g = 980.6199 gals.).
 KX0295
 KX0295.The modeled gravity was interpolated from observed gravity values.
 KX0295
 KX0295;                    North         East    Units  Estimated Accuracy
 KX0295;SPC PA S     -   129,550.      577,350.      MT  (+/- 180 meters Scaled)
 KX0295
 KX0295                          SUPERSEDED SURVEY CONTROL
 KX0295
 KX0295  NGVD 29 (??/??/92)  214.81   (m)          704.8    (f) COMPUTED    2 0
 KX0295
 KX0295.Superseded values are not recommended for survey control.
 KX0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0295.See file dsdata.txt to determine how the superseded data were derived.
 KX0295
 KX0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE527874(NAD 83)
 KX0295_MARKER: DB = BENCH MARK DISK
 KX0295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0295_SP_SET: STONE BANISTER
 KX0295_STAMPING: BB 97 1935
 KX0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0295
 KX0295  HISTORY     - Date     Condition        Report By
 KX0295  HISTORY     - 1935     MONUMENTED       CGS
 KX0295
 KX0295                          STATION DESCRIPTION
 KX0295
 KX0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX0295'AT HUNTINGDON.
 KX0295'AT HUNTINGDON, HUNTINDGON COUNTY, AT JUNIATA COLLEGE, AT THE EAST
 KX0295'ENTRANCE TO THE SCIENCE BUILDING, IN THE TOP OF THE NORTH
 KX0295'STONE BANNISTER, 4 FEET NORTH OF THE EAST ENTRANCE DOOR, AND
 KX0295'2 FEET EAST OF THE EAST SIDE OF THE BUILDING.  A STANDARD
 KX0295'DISK, STAMPED BB 97 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0296 ***********************************************************************
 KX0296  DESIGNATION -  BB 97 RESET 1967
 KX0296  PID         -  KX0296
 KX0296  STATE/COUNTY-  PA/HUNTINGDON
 KX0296  USGS QUAD   -  HUNTINGDON (1994)
 KX0296
 KX0296                         *CURRENT SURVEY CONTROL
 KX0296  ___________________________________________________________________
 KX0296* NAD 83(1986)-  40 29 59.     (N)    078 01 02.     (W)     SCALED    
 KX0296* NAVD 88     -       215.52   (+/-2cm)     707.1    (feet)  VERTCON   
 KX0296  ___________________________________________________________________
 KX0296  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 KX0296
 KX0296  VERT ORDER  -  THIRD (See Below)
 KX0296
 KX0296.The horizontal coordinates were scaled from a topographic map and have
 KX0296.an estimated accuracy of +/- 6 seconds.
 KX0296
 KX0296.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0296.The vertical order pertains to the NGVD 29 superseded value.
 KX0296
 KX0296.The geoid height was determined by GEOID03.
 KX0296
 KX0296;                    North         East    Units  Estimated Accuracy
 KX0296;SPC PA S     -   129,550.      577,350.      MT  (+/- 180 meters Scaled)
 KX0296
 KX0296                          SUPERSEDED SURVEY CONTROL
 KX0296
 KX0296  NGVD 29 (??/??/??)  215.73   (m)          707.8    (f) RESET       3  
 KX0296
 KX0296.Superseded values are not recommended for survey control.
 KX0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0296.See file dsdata.txt to determine how the superseded data were derived.
 KX0296
 KX0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE527874(NAD 83)
 KX0296_MARKER: DB = BENCH MARK DISK
 KX0296_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0296_SP_SET: BUILDING
 KX0296_STAMPING: BB 97 RESET 1967
 KX0296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0296
 KX0296  HISTORY     - Date     Condition        Report By
 KX0296  HISTORY     - 1967     MONUMENTED       CGS
 KX0296
 KX0296                          STATION DESCRIPTION
 KX0296
 KX0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0296'AT HUNTINGDON.
 KX0296'AT HUNTINGDON, AT JUNIATA COLLEGE, AT THE EAST ENTRANCE TO
 KX0296'THE OLD SCIENCE BUILDING, SET IN THE TOP OF THE WATERTABLE ON
 KX0296'THE EAST SIDE OF THE BUILDING, 38 FEET NORTH OF THE SOUTHEAST
 KX0296'CORNER OF BUILDING, 7.7 FEET SOUTH OF THE APPROXIMATE CENTER
 KX0296'OF THE ENTRANCE TO BUILDING, 2.0 FEET NORTH OF THE NORTH EDGE
 KX0296'OF A WINDOW, AND IS ABOUT 3 FEET ABOVE THE GROUND.
 KX0296'NOTE-- 10/2/67-THIS BENCH MARK WILL BE IN AN INACCESSIBLE POSITION IN
 KX0296'THE NEAR FUTURE WHEN THE FINAL WOOD TRIM AT THE MAIN ENTRANCE OF THE
 KX0296'BUILDING IS COMPLETED.  A NEW MARK WAS SET AND LEVELED TO ON THE
 KX0296'SAME LEDGE 1.25 FEET SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0297 ***********************************************************************
 KX0297  DESIGNATION -  BB 97 X RESET 1967
 KX0297  PID         -  KX0297
 KX0297  STATE/COUNTY-  PA/HUNTINGDON
 KX0297  USGS QUAD   -  HUNTINGDON (1994)
 KX0297
 KX0297                         *CURRENT SURVEY CONTROL
 KX0297  ___________________________________________________________________
 KX0297* NAD 83(1986)-  40 29 59.     (N)    078 01 02.     (W)     SCALED    
 KX0297* NAVD 88     -       215.52   (+/-2cm)     707.1    (feet)  VERTCON   
 KX0297  ___________________________________________________________________
 KX0297  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 KX0297
 KX0297  VERT ORDER  -  THIRD (See Below)
 KX0297
 KX0297.The horizontal coordinates were scaled from a topographic map and have
 KX0297.an estimated accuracy of +/- 6 seconds.
 KX0297
 KX0297.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0297.The vertical order pertains to the NGVD 29 superseded value.
 KX0297
 KX0297.The geoid height was determined by GEOID03.
 KX0297
 KX0297;                    North         East    Units  Estimated Accuracy
 KX0297;SPC PA S     -   129,550.      577,350.      MT  (+/- 180 meters Scaled)
 KX0297
 KX0297                          SUPERSEDED SURVEY CONTROL
 KX0297
 KX0297  NGVD 29 (??/??/??)  215.73   (m)          707.8    (f) RESET       3  
 KX0297
 KX0297.Superseded values are not recommended for survey control.
 KX0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0297.See file dsdata.txt to determine how the superseded data were derived.
 KX0297
 KX0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE527874(NAD 83)
 KX0297_MARKER: DB = BENCH MARK DISK
 KX0297_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0297_SP_SET: BUILDING
 KX0297_STAMPING: BB 97 X RESET 1967
 KX0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0297
 KX0297  HISTORY     - Date     Condition        Report By
 KX0297  HISTORY     - 1967     MONUMENTED       CGS
 KX0297
 KX0297                          STATION DESCRIPTION
 KX0297
 KX0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0297'AT HUNTINGDON.
 KX0297'AT HUNTINGDON, AT JUNIATA COLLEGE, AT THE EAST ENTRANCE TO
 KX0297'THE OLD SCIENCE BUILDING, SET IN THE TOP OF THE WATERTABLE
 KX0297'ON THE EAST SIDE OF THE BUILDING, 37 FEET NORTH OF THE SOUTHEAST
 KX0297'CORNER OF THE BUILDING, 9.0 FEET SOUTH OF THE APPROXIMATE
 KX0297'CENTER OF THE ENTRANCE TO THE BUILDING, 1.0 FOOT NORTH OF THE
 KX0297'NORTH EDGE OF A WINDOW AND IS ABOUT 3 FEET ABOVE THE ENTRANCE
 KX0297'FLOOR.  NOTE-- THIS BUILDING IS BEING REMODELED NOW AND THE
 KX0297'CONTRACTOR SAID THIS MARK WILL NOT BE DISTURBED.  NOTE-- THIS MARK IS
 KX0297'ON THE SAME WATERTABLE AND 1.25 FEET SOUTH OF THE LAST RESET POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5687 ***********************************************************************
 KV5687  DESIGNATION -  BEACH
 KV5687  PID         -  KV5687
 KV5687  STATE/COUNTY-  PA/BUCKS
 KV5687  USGS QUAD   -  BRISTOL (1981)
 KV5687
 KV5687                         *CURRENT SURVEY CONTROL
 KV5687  ___________________________________________________________________
 KV5687* NAD 83(1992)-  40 05 00.15536(N)    074 52 14.90033(W)     ADJUSTED  
 KV5687* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV5687  ___________________________________________________________________
 KV5687  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 KV5687  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV5687
 KV5687  HORZ ORDER  -  THIRD
 KV5687
 KV5687.The horizontal coordinates were established by classical geodetic methods
 KV5687.and adjusted by the National Geodetic Survey in June 2002..
 KV5687
 KV5687.The orthometric height was scaled from a topographic map.
 KV5687
 KV5687.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5687
 KV5687.The geoid height was determined by GEOID03.
 KV5687
 KV5687;                    North         East     Units Scale Factor Converg.
 KV5687;SPC PA S     -    87,283.354   845,517.788   MT  0.99997993   +1 52 04.8
 KV5687;SPC PA S     -   286,362.14  2,774,002.94   sFT  0.99997993   +1 52 04.8
 KV5687;SPC NJ       -   138,837.117   118,377.145   MT  0.99991231   -0 14 19.6
 KV5687;SPC NJ       -   455,501.44    388,375.68   sFT  0.99991231   -0 14 19.6
 KV5687;UTM  18      - 4,437,019.256   511,014.568   MT  0.99960149   +0 04 59.5
 KV5687
 KV5687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5687!SPC PA S     -   1.00000489  x   0.99997993  =   0.99998482
 KV5687!SPC NJ       -   1.00000489  x   0.99991231  =   0.99991720
 KV5687!UTM  18      -   1.00000489  x   0.99960149  =   0.99960638
 KV5687
 KV5687|---------------------------------------------------------------------|
 KV5687| PID    Reference Object                     Distance      Geod. Az  |
 KV5687|                                                           dddmmss.s |
 KV5687| CB5683 BEACH RM 3                           38.439 METERS 04953     |
 KV5687| CB5684 BEACH WM 1                           39.612 METERS 07946     |
 KV5687| KV5610 BURLINGTON ST PAULS CH SPIRE        APPROX. 1.5 KM 1054735.6 |
 KV5687| KV5682 BURLINGTON BRISTOL BR TWR N LT      205.155 METERS 14957     |
 KV5687| KV5593 BURLINGTON BRISTOL BRID S PIER      366.934 METERS 15643     |
 KV5687| CB5682 BEACH RM 2                           28.958 METERS 27033     |
 KV5687|---------------------------------------------------------------------|
 KV5687
 KV5687                          SUPERSEDED SURVEY CONTROL
 KV5687
 KV5687  NAD 83(1996)-  40 05 00.15537(N)    074 52 14.90034(W) AD(       ) 3
 KV5687  NAD 83(1986)-  40 05 00.15418(N)    074 52 14.90199(W) AD(       ) 3
 KV5687  NAD 27      -  40 04 59.75600(N)    074 52 16.30200(W) AD(       ) 3
 KV5687
 KV5687.Superseded values are not recommended for survey control.
 KV5687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5687.See file dsdata.txt to determine how the superseded data were derived.
 KV5687
 KV5687_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1101537019(NAD 83)
 KV5687
 KV5687  HISTORY     - Date     Condition        Report By
 KV5687  HISTORY     - 1912     MONUMENTED       CGS
 KV5687  HISTORY     - 1935     GOOD             CGS
 KV5687  HISTORY     - 1947     GOOD             CGS
 KV5687  HISTORY     - 1967     MARK NOT FOUND   CGS
 KV5687
 KV5687                          STATION DESCRIPTION
 KV5687
 KV5687'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5687'BURLINGTON ST PAULS CATHOLIC CHURCH SPIRE IS THE BEST AZIMUTH MARK.
 KV5687'
 KV5687'STATION IS AT BRISTOL, W OF THE BURLINGTON-BRISTOL BRIDGE, 23.10
 KV5687'METERS W OF W SIDE OF ELEVATED BRIDGE APPROACH, 26.71 METERS S OF
 KV5687'CENTER OF A SQUARE IRON MANHOLE COVER, 5.5 METERS N OF HIGH WATER
 KV5687'LINE.
 KV5687'
 KV5687'STATION, NOTES 6B AND 10A, IS 6 INCHES UNDERGROUND.
 KV5687'
 KV5687'REFERENCE MARK NO. 1 COULD NOT BE FOUND.  REFERENCE MARK NO. 2 IS A
 KV5687'NAIL CEMENTED IN UPPER END OF A TILE PIPE SURROUNDED BY CONCRETE.
 KV5687'NEW REFERENCE MARK NO. 3 IS A STANDARD TABLET IN TOP OF CONCRETE
 KV5687'BRIDGE FOOTING.  WITNESS MARK NO. 1 IS A CROSS ON A BOLTHEAD AT SW
 KV5687'CORNER OF FOOTING NEXT S OF REFERENCE MARK NO. 3.
 KV5687'
 KV5687'SUPPLEMENTARY SCHEME STATION.
 KV5687'
 KV5687'HEIGHT OF LIGHT ABOVE STATION MARK -1.5 METERS.
 KV5687
 KV5687                          STATION RECOVERY (1947)
 KV5687
 KV5687'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5687'STATION RECOVERED IN GOOD CONDITION.  R.M. 2 WAS NOT FOUND.
 KV5687'
 KV5687'THE 1935 DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING CHANGE-
 KV5687'
 KV5687'ADD-THE STATION MARK IS UNDER 5 FEET OF FILL ALONG THE RIVERWARD
 KV5687'SHOULDER OF CINDER-SURFACED ROAD.  A CREOSOTED RAILROAD TIE,
 KV5687'PROJECTING 5 FEET, WAS PLACED A FEW INCHES SHOREWARD OF THE STATION
 KV5687'TO MARK ITS LOCATION.
 KV5687
 KV5687                          STATION RECOVERY (1967)
 KV5687
 KV5687'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NCS)
 KV5687'RM 3 ONLY WAS RECOVERED, AND THE AZIMUTH MARK, ST. PAULS CATHOLIC
 KV5687'CHURCH SPIRE.  STATION MARK WAS REPORTED BENEATH 5 FEET OF FILL
 KV5687'IN 1947, AND WAS NOT DUG FOR AT THIS TIME.  RM 3 IS TO BE DESTROYED
 KV5687'DURING BRIDGE ALTERATIONS NOW IN PROGRESS.  THE DISTANCE WAS
 KV5687'MEASURED FROM THE RM IN THE DIRECTION INDICATED BY THE ARROW, AND A
 KV5687'STEEL PIN WAS DRIVEN IN THE PROBABLE LOCATION OF THE MARK AT THE
 KV5687'SHOREWARD SIDE OF A DYKE THAT MAY HAVE BEEN THE CINDER SURFACED ROAD
 KV5687'MENTIONED IN THE 1947 DESCRIPTION, ALTHOUGH THE ENGINEERS PRESENT
 KV5687'DOUBTED THAT THE DYKE WAS BUILT AT THAT TIME.  TIES WERE TAKEN AS
 KV5687'FOLLOWS TO THE STEEL PIN- 86.5 FEET SOUTHWEST OF TRANSMISSION POLE
 KV5687'NO. 415- 50 FEET WEST OF A DOUBLE MAPLE GROWING AT THE SHORE AND 31
 KV5687'FEET SOUTHEAST OF A 12-INCH HARDWOOD TREE (NEAREST ONE OF A GROUP OF
 KV5687'3, OR THE MOST SOUTHEASTERN ONE OF 3).  THE RAILROAD TIE IS GONE.
 KV5687'BRIDGE FOOTING THAT CONTAINED THE WITNESS MARK IS GONE.
 KV5687'
 KV5687'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT BRISTOL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1991 ***********************************************************************
 KX1991  DESIGNATION -  BEAR
 KX1991  PID         -  KX1991
 KX1991  STATE/COUNTY-  PA/WESTMORELAND
 KX1991  USGS QUAD   -  WILPEN (1977)
 KX1991
 KX1991                         *CURRENT SURVEY CONTROL
 KX1991  ___________________________________________________________________
 KX1991* NAD 83(1992)-  40 20 28.93581(N)    079 13 59.30921(W)     ADJUSTED  
 KX1991* NAVD 88     -       799.     (meters)    2621.     (feet)  SCALED    
 KX1991  ___________________________________________________________________
 KX1991  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 KX1991  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KX1991
 KX1991  HORZ ORDER  -  FIRST
 KX1991
 KX1991.The horizontal coordinates were established by classical geodetic methods
 KX1991.and adjusted by the National Geodetic Survey in June 2002..
 KX1991
 KX1991.The orthometric height was scaled from a topographic map.
 KX1991
 KX1991.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1991
 KX1991.The geoid height was determined by GEOID03.
 KX1991
 KX1991;                    North         East     Units Scale Factor Converg.
 KX1991;SPC PA S     -   112,985.353   473,992.570   MT  0.99996131   -0 57 44.1
 KX1991;SPC PA S     -   370,686.11  1,555,090.62   sFT  0.99996131   -0 57 44.1
 KX1991;UTM  17      - 4,467,145.308   650,068.701   MT  0.99987723   +1 08 38.3
 KX1991
 KX1991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX1991!SPC PA S     -   0.99987980  x   0.99996131  =   0.99984111
 KX1991!UTM  17      -   0.99987980  x   0.99987723  =   0.99975704
 KX1991
 KX1991:                Primary Azimuth Mark                     Grid Az
 KX1991:SPC PA S     -  BEAR CAVE FIRE TOWER                     047 26 58.9
 KX1991:UTM  17      -  BEAR CAVE FIRE TOWER                     045 20 36.5
 KX1991
 KX1991|---------------------------------------------------------------------|
 KX1991| PID    Reference Object                     Distance      Geod. Az  |
 KX1991|                                                           dddmmss.s |
 KX1991| KX1988 BEAR CAVE FIRE TOWER                APPROX. 0.8 KM 0462914.8 |
 KX1991| KX2002 AIRWAY BEACON 15                    APPROX.19.5 KM 1564205.0 |
 KX1991| CX3206 BEAR RM 1                            17.980 METERS 19127     |
 KX1991| KX2003 AIRWAY BEACON 16                    APPROX.15.9 KM 2231557.7 |
 KX1991| CX3207 BEAR RM 2                            28.389 METERS 27605     |
 KX1991| KX2022 COLUMBUS PHILA AIRWAY BCN 18        APPROX.25.2 KM 2852254.5 |
 KX1991| KX1990 2603                                 81.991 METERS 28829     |
 KX1991| KX2020 MARSHALL                            APPROX.20.4 KM 3094545.4 |
 KX1991| KX2010 COLUMBUS PHILA AIRWAY BCN 19        APPROX.12.1 KM 3183629.0 |
 KX1991| KX1994 TORRENCE STATE HOSP INSANE STK      APPROX. 8.7 KM 3560520.3 |
 KX1991|---------------------------------------------------------------------|
 KX1991
 KX1991                          SUPERSEDED SURVEY CONTROL
 KX1991
 KX1991  NAD 83(1986)-  40 20 28.94064(N)    079 13 59.31588(W) AD(       ) 1
 KX1991  NAD 27      -  40 20 28.68600(N)    079 14 00.19700(W) AD(       ) 1
 KX1991
 KX1991.Superseded values are not recommended for survey control.
 KX1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1991.See file dsdata.txt to determine how the superseded data were derived.
 KX1991
 KX1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE5006967145(NAD 83)
 KX1991_MARKER: DS = TRIANGULATION STATION DISK
 KX1991_SETTING: 66 = SET IN ROCK OUTCROP
 KX1991
 KX1991  HISTORY     - Date     Condition        Report By
 KX1991  HISTORY     - 1933     MONUMENTED       CGS
 KX1991
 KX1991                          STATION DESCRIPTION
 KX1991
 KX1991'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KX1991'THIS STATION IS ON THE SW END OF CHESTNUT RIDGE, 6 MILES S OF
 KX1991'BLAIRSVILLE, 4 MILES E OF MILLWOOD, AND 1/2 MILE SW OF BEAR CAVE
 KX1991'FIRE TOWER WHICH IS ON THE NE END OF THE SAME RIDGE.  THE STATION IS
 KX1991'SET JUST E OF THE POINT WHERE THE TELEPHONE LINE (TO THE FIRE
 KX1991'TOWER) COMES IN FROM THE W AND SWINGS NE ALONG THE TRAIL TO THE FIRE
 KX1991'TOWER.  THE MARK IS IN LINE WITH THE TELEPHONE POLES TO THE W AND 35
 KX1991'FEET E OF THE MOST EASTERLY OF THE POLES.  IT IS SET IN A ROCK
 KX1991'OUTCROP WHICH IS ABOUT FLUSH WITH THE GROUND AND 35 FEET SE OF
 KX1991'THE TRAIL LEADING TO THE FIRE TOWER.
 KX1991'
 KX1991'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 KX1991'OUTCROPPING BEDROCK.
 KX1991'
 KX1991'REFERENCE MARK NO. 1 IS S OF THE STATION AND IS A STANDARD BRONZE
 KX1991'DISK WEDGED IN A DRILL HOLE IN THE TOP OF A LARGE BOULDER WHICH
 KX1991'IS ABOUT 3 FEET ABOVE THE SURFACE OF THE GROUND.  REFERENCE MARK NO.
 KX1991'2 IS W OF THE STATION, AND IS A STANDARD DISK WEDGED IN A DRILL
 KX1991'HOLE IN A ROCK OUTCROP BESIDE THE TRAIL LEADING TO THE FIRE TOWER.
 KX1991'THE MARK IS ABOUT 4 FEET NW OF THE CENTER OF THE TRAIL, AND ABOUT 1
 KX1991'FOOT ABOVE THE SURFACE OF THE GROUND.
 KX1991'
 KX1991'A U.S.G.S. BENCH MARK STAMPED 2603 (ELEV.) IS W OF THE STATION.  IT
 KX1991'IS A STANDARD U.S.C.S. BRONZE DISK SET IN A ROCK OUTCROP ALONG
 KX1991'THE TELEPHONE LINE TO THE W OF THE STATION, SET BETWEEN THE THIRD AND
 KX1991'FOURTH POLES FROM THE STATION.  THE TOP OF THE ROCK, AND THE MARK
 KX1991'ARE ABOUT 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 KX1991'
 KX1991'TO REACH FROM BLAIRSVILLE- FOLLOW THE PAVED ROAD TOWARD DERRY (NO
 KX1991'ROUTE NO.) ABOUT 6.5 MILES TO MILLWOOD, HERE TURN LEFT ON A ROAD
 KX1991'MARKED TO BEAR CAVE FIRE TOWER, CROSS THE BRIDGE OVER THE RAILROAD,
 KX1991'AND TAKE THE LEFT ONE OF THREE FORKS ABOUT 100 YARDS, TURN LEFT AT
 KX1991'T-ROAD, GO 50 YARDS THEN TURN RIGHT UP THE VALLEY.  FOLLOW THE
 KX1991'MAIN-TRAVELED ROAD UP THE VALLEY 2.8 MILES TO POINT WHERE IT COMES
 KX1991'OUT ON TOP AT A FORKS, HERE TURN LEFT UP THE RIDGE 0.8 MILE TO THE
 KX1991'TELEPHONE LINE AND STATION.
 KX1991'
 KX1991'A 64-FOOT TOWER WAS ERECTED FIRST, BUT IT FAILED TO SEE SUMMIT, SO A
 KX1991'103-FOOT TOWER WAS BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4761 ***********************************************************************
 JV4761  DESIGNATION -  BEAR
 JV4761  PID         -  JV4761
 JV4761  STATE/COUNTY-  PA/FRANKLIN
 JV4761  USGS QUAD   -  ST THOMAS (1990)
 JV4761
 JV4761                         *CURRENT SURVEY CONTROL
 JV4761  ___________________________________________________________________
 JV4761* NAD 83(1992)-  39 59 40.27573(N)    077 48 44.17931(W)     ADJUSTED  
 JV4761* NAVD 88     -       627.     (meters)    2057.     (feet)  SCALED    
 JV4761  ___________________________________________________________________
 JV4761  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 JV4761  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 JV4761
 JV4761  HORZ ORDER  -  THIRD
 JV4761
 JV4761.The horizontal coordinates were established by classical geodetic methods
 JV4761.and adjusted by the National Geodetic Survey in June 2002..
 JV4761
 JV4761.The orthometric height was scaled from a topographic map.
 JV4761
 JV4761.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4761
 JV4761.The geoid height was determined by GEOID03.
 JV4761
 JV4761;                    North         East     Units Scale Factor Converg.
 JV4761;SPC PA S     -    73,416.640   594,681.974   MT  0.99999100   -0 02 25.4
 JV4761;SPC PA S     -   240,867.76  1,951,052.44   sFT  0.99999100   -0 02 25.4
 JV4761;UTM  18      - 4,430,937.799   259,909.168   MT  1.00030969   -1 48 30.1
 JV4761
 JV4761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4761!SPC PA S     -   0.99990702  x   0.99999100  =   0.99989803
 JV4761!UTM  18      -   0.99990702  x   1.00030969  =   1.00021669
 JV4761
 JV4761|---------------------------------------------------------------------|
 JV4761| PID    Reference Object                     Distance      Geod. Az  |
 JV4761|                                                           dddmmss.s |
 JV4761| CJ8182 BEAR RM 1                            19.864 METERS 11657     |
 JV4761| CJ8183 BEAR RM 2                            20.254 METERS 20524     |
 JV4761| JV4770 TUSCARORA LOOKOUT TOWER             APPROX.11.7 KM 2451810.5 |
 JV4761|---------------------------------------------------------------------|
 JV4761
 JV4761                          SUPERSEDED SURVEY CONTROL
 JV4761
 JV4761  NAD 83(1995)-  39 59 40.27352(N)    077 48 44.17942(W) AD(       ) 3
 JV4761  NAD 83(1991)-  39 59 40.27415(N)    077 48 44.18357(W) AD(       ) 3
 JV4761  NAD 83(1986)-  39 59 40.27415(N)    077 48 44.18605(W) AD(       ) 3
 JV4761  NAD 27      -  39 59 39.95100(N)    077 48 45.20400(W) AD(       ) 3
 JV4761
 JV4761.Superseded values are not recommended for survey control.
 JV4761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4761.See file dsdata.txt to determine how the superseded data were derived.
 JV4761
 JV4761_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK5990930938(NAD 83)
 JV4761_MARKER: DS = TRIANGULATION STATION DISK
 JV4761_SETTING: 66 = SET IN ROCK OUTCROP
 JV4761
 JV4761  HISTORY     - Date     Condition        Report By
 JV4761  HISTORY     - 1942     MONUMENTED       CGS
 JV4761
 JV4761                          STATION DESCRIPTION
 JV4761
 JV4761'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 JV4761'STATION IS ON A HIGH POINT OF A LONG RANGE KNOWN AS NORTH MOUNTAIN,
 JV4761'ABOUT 5.5 MILES N OF ST. THOMAS, ON STATE FOREST LAND.  THE
 JV4761'STATION MARK IS SET IN A ROCK OUTCROPPING, WHICH IS THE HIGHEST IN
 JV4761'THE VICINITY, 92 FEET W OF THE TRAIL, ABOUT 135 FEET WSW OF A
 JV4761'SMALL HUNTING LODGE NAMED WILD CAT RIDGE CABIN.  THE STATION MARK IS
 JV4761'A STANDARD DISK SET FLUSH IN A DRILL HOLE IN THE OUTCROPPING OF
 JV4761'ROCK AND IS STAMPED BEAR 1942.
 JV4761'
 JV4761'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A DRILL HOLE IN A
 JV4761'BOULDER, 27 FEET W OF THE TRAIL, AND 65.17 FEET E OF THE STATION.
 JV4761'
 JV4761'REFERENCE MARK NO.2 IS A STANDARD DISK SET IN A DRILL HOLE IN A
 JV4761'BOULDER, 92 FEET W OF THE TRAIL, AND 66.45 FEET S OF THE STATION.
 JV4761'BOTH MARKS ARE ABOUT 4 FEET LOWER THAN THE STATION ON SLOPING GROUND
 JV4761'FROM THE STATION.
 JV4761'
 JV4761'THERE WAS NO PLACE SUITABLE FOR AN AZIMUTH MARK.
 JV4761'
 JV4761'TUSCARORA FIRE TOWER WHICH IS ABOUT 8 MILES SW MAY BE USED AS AN
 JV4761'AZIMUTH MARK AS IT IS VISIBLE FROM THE GROUND.
 JV4761'
 JV4761'TO REACH FROM PAVED CROSSROADS IN ST. THOMAS AT SIGN EDENVILLE 3
 JV4761'MILES, GO N ON PAVED ROAD FOR 3.3 MILES TO PAVED CROSSROADS,
 JV4761'CONTINUE STRAIGHT AHEAD ON PAVED ROAD FOR 1.5 MILES TO GRADED DIRT
 JV4761'ROAD LEFT, JUST AFTER PASSING A STONE HOUSE ON THE RIGHT, TURN
 JV4761'LEFT, W, FOLLOWING DIRT ROAD UP THE MOUNTAIN FOR 2.65 MILES TO THE
 JV4761'SUMMIT OF THE MOUNTAIN AND A
 JV4761'T-INTERSECTION, HERE TURN LEFT, S, AND GO
 JV4761'0.2 MILE TO A DIM FORKS LEFT, TAKE DIM FORK AND
 JV4761'GO 0.15 MILE TO WILD CAT RIDGE CABIN ON LEFT AND STATION ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1988 ***********************************************************************
 KX1988  DESIGNATION -  BEAR CAVE FIRE TOWER
 KX1988  PID         -  KX1988
 KX1988  STATE/COUNTY-  PA/WESTMORELAND
 KX1988  USGS QUAD   -  WILPEN (1977)
 KX1988
 KX1988                         *CURRENT SURVEY CONTROL
 KX1988  ___________________________________________________________________
 KX1988* NAD 83(1992)-  40 20 47.81555(N)    079 13 33.31712(W)     ADJUSTED  
 KX1988* NAVD 88     -                                                        
 KX1988  ___________________________________________________________________
 KX1988  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 KX1988  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KX1988
 KX1988  HORZ ORDER  -  THIRD
 KX1988
 KX1988.The horizontal coordinates were established by classical geodetic methods
 KX1988.and adjusted by the National Geodetic Survey in June 2002..
 KX1988
 KX1988
 KX1988.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1988
 KX1988.The geoid height was determined by GEOID03.
 KX1988
 KX1988;                    North         East     Units Scale Factor Converg.
 KX1988;SPC PA S     -   113,557.314   474,615.656   MT  0.99996114   -0 57 27.2
 KX1988;SPC PA S     -   372,562.62  1,557,134.86   sFT  0.99996114   -0 57 27.2
 KX1988;UTM  17      - 4,467,739.734   650,670.295   MT  0.99987945   +1 08 55.6
 KX1988
 KX1988                          SUPERSEDED SURVEY CONTROL
 KX1988
 KX1988  NAD 83(1986)-  40 20 47.82078(N)    079 13 33.32436(W) AD(       ) 4
 KX1988  NAD 27      -  40 20 47.56800(N)    079 13 34.20500(W) AD(       ) 3
 KX1988
 KX1988.Superseded values are not recommended for survey control.
 KX1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1988.See file dsdata.txt to determine how the superseded data were derived.
 KX1988
 KX1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE5067067740(NAD 83)
 KX1988_MARKER: 57 = LOOKOUT TOWER
 KX1988
 KX1988  HISTORY     - Date     Condition        Report By
 KX1988  HISTORY     - 1933     FIRST OBSERVED   CGS
 KX1988
 KX1988                          STATION DESCRIPTION
 KX1988
 KX1988'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1523 ***********************************************************************
 JW1523  DESIGNATION -  BEAR MTN LOT HAYS MILL LOT
 JW1523  PID         -  JW1523
 JW1523  STATE/COUNTY-  PA/SOMERSET
 JW1523  USGS QUAD   -  WITTENBERG (1977)
 JW1523
 JW1523                         *CURRENT SURVEY CONTROL
 JW1523  ___________________________________________________________________
 JW1523* NAD 83(1992)-  39 50 03.39813(N)    078 57 29.59963(W)     ADJUSTED  
 JW1523* NAVD 88     -                                                        
 JW1523  ___________________________________________________________________
 JW1523  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 JW1523  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 JW1523
 JW1523  HORZ ORDER  -  THIRD
 JW1523
 JW1523.The horizontal coordinates were established by classical geodetic methods
 JW1523.and adjusted by the National Geodetic Survey in June 2002..
 JW1523
 JW1523
 JW1523.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1523
 JW1523.The geoid height was determined by GEOID03.
 JW1523
 JW1523;                    North         East     Units Scale Factor Converg.
 JW1523;SPC PA S     -    56,329.851   496,577.738   MT  1.00001697   -0 47 02.0
 JW1523;SPC PA S     -   184,808.85  1,629,188.80   sFT  1.00001697   -0 47 02.0
 JW1523;UTM  17      - 4,411,358.442   674,712.854   MT  0.99997580   +1 18 29.6
 JW1523
 JW1523                          SUPERSEDED SURVEY CONTROL
 JW1523
 JW1523  NAD 83(1995)-  39 50 03.39930(N)    078 57 29.59918(W) AD(       ) 4
 JW1523  NAD 83(1991)-  39 50 03.39984(N)    078 57 29.60340(W) AD(       ) 4
 JW1523  NAD 83(1986)-  39 50 03.40199(N)    078 57 29.60440(W) AD(       ) 4
 JW1523  NAD 27      -  39 50 03.10716(N)    078 57 30.51644(W) AD(       ) 3
 JW1523
 JW1523.Superseded values are not recommended for survey control.
 JW1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1523.See file dsdata.txt to determine how the superseded data were derived.
 JW1523
 JW1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE7471311358(NAD 83)
 JW1523_MARKER: 57 = LOOKOUT TOWER
 JW1523
 JW1523  HISTORY     - Date     Condition        Report By
 JW1523  HISTORY     - 1927     FIRST OBSERVED   CGS
 JW1523  HISTORY     - 1943     GOOD             CGS
 JW1523  HISTORY     - 1967     GOOD             CGS
 JW1523
 JW1523                          STATION DESCRIPTION
 JW1523
 JW1523'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (CFM)
 JW1523'MR. GEO. H. WIRT, CHIEF FIRE WARDEN, PA. DEPT. OF FORESTS AND WATERS,
 JW1523'STATES THAT THE FIRE TOWER ON BEAR MOUNTAIN IS KNOWN AS HAYS MILL
 JW1523'LOOKOUT TOWER.
 JW1523
 JW1523                          STATION RECOVERY (1967)
 JW1523
 JW1523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 JW1523'STATION RECOVERED AS DESCRIBED IN 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0336 ***********************************************************************
 KW0336  DESIGNATION -  BEARS HEAD AZ MK
 KW0336  PID         -  KW0336
 KW0336  STATE/COUNTY-  PA/SCHUYLKILL
 KW0336  USGS QUAD   -  DELANO (1976)
 KW0336
 KW0336                         *CURRENT SURVEY CONTROL
 KW0336  ___________________________________________________________________
 KW0336* NAD 83(1986)-  40 50 09.     (N)    076 03 57.     (W)     SCALED    
 KW0336* NAVD 88     -       499.036  (meters)    1637.25   (feet)  ADJUSTED  
 KW0336  ___________________________________________________________________
 KW0336  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KW0336  DYNAMIC HT  -         498.779 (meters)    1636.41  (feet)  COMP
 KW0336  MODELED GRAV-     980,094.6   (mgal)                       NAVD 88
 KW0336
 KW0336  VERT ORDER  -  SECOND    CLASS 0
 KW0336
 KW0336.The horizontal coordinates were scaled from a topographic map and have
 KW0336.an estimated accuracy of +/- 6 seconds.
 KW0336
 KW0336.The orthometric height was determined by differential leveling
 KW0336.and adjusted by the National Geodetic Survey in June 1991..
 KW0336
 KW0336.The geoid height was determined by GEOID03.
 KW0336
 KW0336.The dynamic height is computed by dividing the NAVD 88
 KW0336.geopotential number by the normal gravity value computed on the
 KW0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0336.degrees latitude (g = 980.6199 gals.).
 KW0336
 KW0336.The modeled gravity was interpolated from observed gravity values.
 KW0336
 KW0336;                    North         East    Units  Estimated Accuracy
 KW0336;SPC PA S     -   168,190.      742,040.      MT  (+/- 180 meters Scaled)
 KW0336
 KW0336                          SUPERSEDED SURVEY CONTROL
 KW0336
 KW0336  NGVD 29 (??/??/??)  499.226  (m)         1637.88   (f) ADJUSTED    2 0
 KW0336
 KW0336.Superseded values are not recommended for survey control.
 KW0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0336.See file dsdata.txt to determine how the superseded data were derived.
 KW0336
 KW0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL101210(NAD 83)
 KW0336_MARKER: DZ = AZIMUTH MARK DISK
 KW0336_SETTING: 80 = SET IN A BOULDER
 KW0336_SP_SET: BOULDER
 KW0336_STAMPING: BEARS HEAD 1876 1934
 KW0336_MARK LOGO: CGS   
 KW0336_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0336+STABILITY: SURFACE MOTION
 KW0336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0336+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2000
 KW0336
 KW0336  HISTORY     - Date     Condition        Report By
 KW0336  HISTORY     - 1934     MONUMENTED       CGS
 KW0336  HISTORY     - 1965     GOOD             CGS
 KW0336  HISTORY     - 20000401 GOOD             PADT
 KW0336  HISTORY     - 20000410 GOOD             PADT
 KW0336  HISTORY     - 20040801 GOOD             PADT
 KW0336
 KW0336                          STATION DESCRIPTION
 KW0336
 KW0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KW0336'0.5 MI SE FROM DELANO.
 KW0336'ABOUT 0.45 MILE SOUTHEAST AND EAST ON A MACADAM ROAD FROM DELANO
 KW0336'UNION CHURCH TO A SIDEROAD LEFT (JUST AFTER CROSSING SMALL
 KW0336'CONCRETE BRIDGE OVER THE RAILROAD), TURN LEFT, NORTH, FOR ABOUT
 KW0336'60 FEET TO THE MARK ON THE RIGHT.  IT IS 65 FEET NORTH-NORTHEAST
 KW0336'OF THE MACADAM ROAD, 68 FEET NORTHEAST OF THE NORTHEAST CORNER
 KW0336'OF THE BRIDGE, 27 FEET EAST OF THE APPROXIMATE CENTERLINE OF
 KW0336'THE DIRT SIDEROAD AND SET IN A DRILL HOLE IN 10 X 12-FOOT BOULDER.
 KW0336
 KW0336                          STATION RECOVERY (2000)
 KW0336
 KW0336'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 KW0336'RECOVERED AS DESCRIBED.
 KW0336
 KW0336                          STATION RECOVERY (2000)
 KW0336
 KW0336'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (SQ)
 KW0336'RECOVERED IN GOOD CONDITION.
 KW0336
 KW0336                          STATION RECOVERY (2004)
 KW0336
 KW0336'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (SQ)
 KW0336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2965 ***********************************************************************
 KW2965  DESIGNATION -  BEARS HEAD LOOKOUT TOWER
 KW2965  PID         -  KW2965
 KW2965  STATE/COUNTY-  PA/SCHUYLKILL
 KW2965  USGS QUAD   -  DELANO (1976)
 KW2965
 KW2965                         *CURRENT SURVEY CONTROL
 KW2965  ___________________________________________________________________
 KW2965* NAD 83(1992)-  40 51 01.80463(N)    076 04 45.87075(W)     ADJUSTED  
 KW2965* NAVD 88     -                                                        
 KW2965  ___________________________________________________________________
 KW2965  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 KW2965  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KW2965
 KW2965  HORZ ORDER  -  THIRD
 KW2965
 KW2965.The horizontal coordinates were established by classical geodetic methods
 KW2965.and adjusted by the National Geodetic Survey in June 2002..
 KW2965
 KW2965
 KW2965.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2965
 KW2965.The geoid height was determined by GEOID03.
 KW2965
 KW2965;                    North         East     Units Scale Factor Converg.
 KW2965;SPC PA S     -   169,794.609   740,861.943   MT  0.99998380   +1 05 01.9
 KW2965;SPC PA S     -   557,067.81  2,430,644.56   sFT  0.99998380   +1 05 01.9
 KW2965;SPC PA N     -    77,301.252   740,864.661   MT  1.00000546   +1 06 18.6
 KW2965;SPC PA N     -   253,612.52  2,430,653.48   sFT  1.00000546   +1 06 18.6
 KW2965;UTM  18      - 4,522,722.123   409,014.493   MT  0.99970189   -0 42 21.9
 KW2965
 KW2965                          SUPERSEDED SURVEY CONTROL
 KW2965
 KW2965  NAD 83(1986)-  40 51 01.80406(N)    076 04 45.87348(W) AD(       ) 4
 KW2965  NAD 27      -  40 51 01.47715(N)    076 04 47.12273(W) AD(       ) 3
 KW2965
 KW2965.Superseded values are not recommended for survey control.
 KW2965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2965.See file dsdata.txt to determine how the superseded data were derived.
 KW2965
 KW2965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL0901422722(NAD 83)
 KW2965_MARKER: 57 = LOOKOUT TOWER
 KW2965
 KW2965  HISTORY     - Date     Condition        Report By
 KW2965  HISTORY     - 1959     FIRST OBSERVED   CGS
 KW2965  HISTORY     - 1969     GOOD             CGS
 KW2965
 KW2965                          STATION DESCRIPTION
 KW2965
 KW2965'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 KW2965'STATION IS LOCATED ON A HIGH HILL, ON PENNSYLVANIA FOREST SERVICE
 KW2965'PROPERTY, ABOUT 1 MILE NORTHWEST OF DELANO, 1/2
 KW2965'MILE WEST-NORTHWEST OF A MACADAM ROAD, 4-1/4 MILES NORTHEAST OF
 KW2965'MAHANOY CITY AND ABOUT 6-3/4 MILES SOUTHEAST OF
 KW2965'MCADOO.  STATION IS A 4-STEEL LEG STRUCTURE WHICH IS SURMOUNTED BY A
 KW2965'SMALL HOUSE AND HAS A CONE SHAPED ROOF.  THE ROOF IS
 KW2965'ORANGE AND BLACK IN COLOR AND THE STRUCTURE IS APPROXIMATELY 120 FEET
 KW2965'IN HEIGHT.  A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION
 KW2965'STATION BEARS HEAD 1876 1934 AND THE CENTER OF THE
 KW2965'BEARS HEAD LOOKOUT TOWER.  THE DISTANCE IS 65.17 FEET AND 19.865
 KW2965'METERS.
 KW2965
 KW2965                          STATION RECOVERY (1969)
 KW2965
 KW2965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 KW2965'THE LOOKOUT TOWER WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 KW2965'THE DISTANCE TO TRIANGULATION STATION BEARS HEAD 1876
 KW2965'1934 WAS CHECKED, THE DISTANCE BEING 65.17 FEET OR 19.863 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2967 ***********************************************************************
 KW2967  DESIGNATION -  BEARS HEAD RESET
 KW2967  PID         -  KW2967
 KW2967  STATE/COUNTY-  PA/SCHUYLKILL
 KW2967  USGS QUAD   -  DELANO (1976)
 KW2967
 KW2967                         *CURRENT SURVEY CONTROL
 KW2967  ___________________________________________________________________
 KW2967* NAD 83(1992)-  40 51 01.41610(N)    076 04 46.54725(W)     ADJUSTED  
 KW2967* NAVD 88     -       634.9    (meters)    2083.     (feet)  VERTCON   
 KW2967  ___________________________________________________________________
 KW2967  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 KW2967  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KW2967
 KW2967  HORZ ORDER  -  FIRST
 KW2967
 KW2967.The horizontal coordinates were established by classical geodetic methods
 KW2967.and adjusted by the National Geodetic Survey in June 2002..
 KW2967
 KW2967.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2967
 KW2967.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2967
 KW2967.The geoid height was determined by GEOID03.
 KW2967
 KW2967;                    North         East     Units Scale Factor Converg.
 KW2967;SPC PA S     -   169,782.326   740,846.327   MT  0.99998379   +1 05 01.5
 KW2967;SPC PA S     -   557,027.51  2,430,593.32   sFT  0.99998379   +1 05 01.5
 KW2967;SPC PA N     -    77,288.963   740,849.049   MT  1.00000548   +1 06 18.1
 KW2967;SPC PA N     -   253,572.21  2,430,602.25   sFT  1.00000548   +1 06 18.1
 KW2967;UTM  18      - 4,522,710.337   408,998.506   MT  0.99970193   -0 42 22.3
 KW2967
 KW2967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2967!SPC PA S     -   0.99990560  x   0.99998379  =   0.99988939
 KW2967!SPC PA N     -   0.99990560  x   1.00000548  =   0.99991108
 KW2967!UTM  18      -   0.99990560  x   0.99970193  =   0.99960756
 KW2967
 KW2967|---------------------------------------------------------------------|
 KW2967| PID    Reference Object                     Distance      Geod. Az  |
 KW2967|                                                           dddmmss.s |
 KW2967| CB2723 BEARS HEAD RM 1                      14.510 METERS 03730     |
 KW2967| KW2965 BEARS HEAD LOOKOUT TOWER             19.868 METERS 05254     |
 KW2967| CB2725 BEARS HEAD RM 3                      15.502 METERS 12300     |
 KW2967| KW0336 BEARS HEAD AZ MK                                   1432357.2 |
 KW2967| KW2971 MAHANOY CITY TV SYSTEM E TOWER      APPROX. 5.4 KM 2011843.3 |
 KW2967| KW2976 POTTSVILLE J R BAZLEY INC TWR       APPROX.10.8 KM 2074126.6 |
 KW2967| KW2966 AIRWAY BN 61 NNE OF SHENANDOAH      APPROX. 2.3 KM 2633028.8 |
 KW2967| CB2724 BEARS HEAD RM 2                      16.672 METERS 26429     |
 KW2967| KW2996 CHICAGO NEW YORK AIRWAY BCN 60      APPROX.19.2 KM 2732157.0 |
 KW2967|---------------------------------------------------------------------|
 KW2967
 KW2967                          SUPERSEDED SURVEY CONTROL
 KW2967
 KW2967  NAD 83(1986)-  40 51 01.41592(N)    076 04 46.55032(W) AD(       ) 1
 KW2967  NAD 27      -  40 51 01.08866(N)    076 04 47.79904(W) AD(       ) 1
 KW2967  NGVD 29 (07/19/86)  635.1    (m)         2084.     (f) VERT ANG       
 KW2967
 KW2967.Superseded values are not recommended for survey control.
 KW2967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2967.See file dsdata.txt to determine how the superseded data were derived.
 KW2967
 KW2967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL0899922710(NAD 83)
 KW2967_MARKER: DS = TRIANGULATION STATION DISK
 KW2967_SETTING: 80 = SET IN A BOULDER
 KW2967_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KW2967_STAMPING: BEARS HEAD 1876 1934
 KW2967_MARK LOGO: CGS   
 KW2967_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW2967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2967+STABILITY: SURFACE MOTION
 KW2967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2967+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2006
 KW2967
 KW2967  HISTORY     - Date     Condition        Report By
 KW2967  HISTORY     - 1934     MONUMENTED       CGS
 KW2967  HISTORY     - 1959     GOOD             CGS
 KW2967  HISTORY     - 1969     GOOD             CGS
 KW2967  HISTORY     - 19980601 GOOD             GWINEN
 KW2967  HISTORY     - 19991201 GOOD             NGS
 KW2967  HISTORY     - 20000410 GOOD             PADT
 KW2967  HISTORY     - 20060101 GOOD             PADT
 KW2967
 KW2967                          STATION DESCRIPTION
 KW2967
 KW2967'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 KW2967'THIS IS A FIRST-ORDER STATION LOCATED 1 MILE NW FROM DELANO.  IT WAS
 KW2967'RECOVERED IN GOOD ORDER, AND THE ORIGINAL DESCRIPTION WAS
 KW2967'FOUND TO FIT.  IT IS ON THE SITE OF A PROPOSED NEW FIRE LOOKOUT TOWER
 KW2967'WHICH IS TO BE BUILT THIS YEAR.  A NEW SURFACE MARK WAS PUT IN, BUT
 KW2967'THE OLD SUBSURFACE MARK WAS IN GOOD CONDITION AND LEFT IN PLACE.  THE
 KW2967'NEW MARK IS A STANDARD DISK SET IN A 3- BY 1- BY 1-FOOT BOULDER
 KW2967'WITH ABOUT 30 INCHES BURIED.
 KW2967'
 KW2967'TWO NEW REFERENCE MARKS WERE ESTABLISHED.  REFERENCE MARK NO. 1 IS
 KW2967'14.510 METERS NE OF THE STATION IN A LARGE IRREGULAR- SHAPED BOULDER.
 KW2967'REFERENCE MARK NO. 2 IS 16.715 METERS W OF THE STATION IN A
 KW2967'TRIANGULAR-SHAPED BOULDER, 6 FEET ON A SIDE.
 KW2967'
 KW2967'A NEW AZIMUTH MARK WAS ESTABLISHED, 1 MILE SSE FROM THE STATION.  IT
 KW2967'IS 4 METERS (13 FEET) E OF THE CENTER LINE OF A DIRT ROAD RUNNING
 KW2967'NE-SW, PARALLEL TO THE RAILROAD TRACKS, 35 FEET NE OF THE CENTER LINE
 KW2967'OF A MACADAM ROAD, RUNNING E-W INTO DELANO, AND 50 FEET NE OF THE
 KW2967'NE CORNER OF A WOODEN BRIDGE OVER THE PHILADELPHIA AND READING
 KW2967'RAILROAD.  IT IS A STANDARD BRONZE DISK SET IN A 10- BY 12- BY 2
 KW2967'1/2-FOOT BOULDER.
 KW2967
 KW2967                          STATION RECOVERY (1959)
 KW2967
 KW2967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CGS)
 KW2967'STATION WAS RECOVERED AND ALL MARKS EXCEPT REFERENCE MARK 1 WERE
 KW2967'FOUND IN GOOD CONDITION.  REFERENCE MARK IS BELIEVED TO HAVE BEEN
 KW2967'DESTROYED OR COVERED UP DURING THE ERRECTION OF THE BEARS HEAD
 KW2967'LOOKOUT TOWER WHICH WAS ERRECTED IN 1934 AFTER THE TRIANGULATION
 KW2967'PARTY HAD OBSERVED THE BEARS HEAD STATION.  REFERENCE MARK 3 WAS SET
 KW2967'FOR THE STATION.  A DIFFERENCE WAS NOTED IN THE DIRECTION OF
 KW2967'REFERENCE MARK 2.  AIRWAY BEACON 61A IS NO LONGER AT ITS 1934
 KW2967'LOCATION.  IT HAS BEEN MOVED APPROXIMATELY 10 DEGREES SOUTH AND ABOUT
 KW2967'2 MILES EAST-SOUTHEAST OF ITS FORMER LOCATION.  IT IS NOW
 KW2967'MAINTAINED BY THE STATE AND THE NUMBER OF THE BEACON IS NOW 61
 KW2967'INSTEAD OF 61A.  THE DATES WHICH WERE STAMPED ON THE MARKS WERE
 KW2967'WRONG.  THEY WERE STAMPED 1885 1934 AND HAVE BEEN CHANGED TO 1876
 KW2967'1934.  A NEW DESCRIPTION OF THE STATION AND OF HOW TO REACH THE
 KW2967'STATION FOLLOWS.
 KW2967'
 KW2967'STATION IS REACHED FROM THE DEPOT IN DELANO.  GO EAST, ON THE MAIN
 KW2967'THROUGH STREET OF DELANO FOR 0.15 MILE TO A ROAD FORK LEFT AND SIGN
 KW2967'MCADOO 7, BEAR LEFT AND FOLLOW A MACADAM ROAD, NORTH AND NORTHEAST,
 KW2967'TOWARD MCADOO, FOR 0.8 MILE TO A ROAD LEFT AND SIGN ON LEFT BEARS
 KW2967'HEAD FOREST SERVICE LOOKOUT TOWER.  TURN LEFT AND FOLLOW THE ROAD,
 KW2967'NORTHWEST, WEST AND SOUTHWEST, TOWARD THE TOWER, FOR 0.25 MILE
 KW2967'TO A SMALL COMMUNICATIONS BUILDING, LOOKOUT TOWER AND THE STATION
 KW2967'ABOUT 65 FEET SOUTHWEST OF THE TOWER.
 KW2967'
 KW2967'AZIMUTH MARK IS REACHED FROM THE RAILROAD DEPOT IN DELANO.  GO WEST
 KW2967'ON THE MAIN THROUGH STREET OF DELANO FOR 0.1 MILE TO A ROAD LEFT.
 KW2967'TURN LEFT AND GO SOUTHEAST AND EAST, ON STATE ROUTE 53044 FOR 0.45
 KW2967'MILE TO A DIRT ROAD WHICH IS IMMEDIATELY AFTER CROSSING A
 KW2967'CONCRETE BRIDGE.  TURN LEFT AND FOLLOW THE DIRT ROAD, NORTH-NORTHEAST
 KW2967'FOR 65 FEET AND THE AZIMUTH MARK ON THE RIGHT.
 KW2967'
 KW2967'STATION MARK IS STAMPED BEARS HEAD 1876 1934.  IT IS A STANDARD DISK,
 KW2967'CEMENTED IN A DRILL HOLE, IN THE TOP OF A 1 X 1 X 3 FOOT
 KW2967'BOULDER WHICH IS BURIED ABOUT 30 INCHES BELOW THE SURFACE OF THE
 KW2967'GROUND.  IT IS 60 FEET SOUTHWEST OF THE SOUTHEAST LEG OF THE BEARS
 KW2967'HEAD LOOKOUT TOWER, 111 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER
 KW2967'OF THE SMALL COMMUNICATIONS BUILDING AND 65.17 FEET
 KW2967'SOUTHWEST OF THE CENTER OF THE LOOKOUT TOWER.
 KW2967'
 KW2967'REFERENCE MARK 2 IS STAMPED BEARS HEAD NO 2 1876 1934.  IT IS A
 KW2967'STANDARD DISK, CEMENTED IN THE TOP OF A 5 X 5 X 1 FOOT
 KW2967'BOULDER.  IT IS ABOUT 114 FEET WEST-SOUTHWEST OF THE SOUTHEAST LEG OF
 KW2967'THE TOWER AND ABOUT 165 FEET WEST-SOUTHWEST OF THE SOUTHEAST CORNER
 KW2967'OF THE COMMUNICATIONS BUILDING.
 KW2967'
 KW2967'REFERENCE MARK 3 IS STAMPED BEARS HEAD NO 3 1876 1934.  IT IS A
 KW2967'STANDARD DISK, CEMENTED IN A DRILL HOLE, IN THE TOP OF A 2 X 2 FOOT
 KW2967'BOULDER WHICH PROJECTS ABOUT 2 INCHES.  IT IS ABOUT 55 FEET SOUTH OF
 KW2967'THE SOUTHEAST LEG OF THE TOWER AND ABOUT 55 FEET SOUTH OF THE
 KW2967'SOUTHEAST CORNER OF THE COMMUNICATIONS BUILDING.
 KW2967'
 KW2967'AZIMUTH MARK IS STAMPED BEARS HEAD 1876 1934.  IT IS A STANDARD DISK,
 KW2967'CEMENTED IN A DRILL HOLE, IN THE TOP OF A 10 X 12 X 2-1/2 FOOT
 KW2967'BOULDER.  IT IS ABOUT 65 FEET NORTH-NORTHEAST OF STATE ROUTE 53044,
 KW2967'24 FEET EAST OF A DIRT ROAD, 68 FEET NORTHEAST OF THE EAST END OF
 KW2967'A CONCRETE BRIDGE AND ABOUT 64 FEET NORTHEAST OF A POWERLINE POLE.
 KW2967'
 KW2967'BEARS HEAD LOOKOUT TOWER IS A 4-STEEL LEG STRUCTURE WHICH IS
 KW2967'SURMOUNTED BY A SMALL HOUSE THAT HAS A CONE SHAPED ROOF AND IS ORANGE
 KW2967'AND BLACK IN COLOR.  THE TOWER IS APPROXIMATELY 120 FEET IN HEIGHT.
 KW2967'IT IS 65.17 FEET AND 19.865 METERS NORTHEAST OF TRIANGULATION
 KW2967'STATION BEARS HEAD 1876 1934 AND 50.2 FEET SOUTH-SOUTHWEST OF THE
 KW2967'NORTHWEST CORNER OF THE COMMUNICATIONS BUILDING.
 KW2967
 KW2967                          STATION RECOVERY (1969)
 KW2967
 KW2967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 KW2967'THE STATION MARK, REFERENCE MARK NO. 2 AND NO. 3 AND THE AZIMUTH MARK
 KW2967'WERE RECOVERED IN GOOD CONDITION.  A DIFFERENCE WAS NOTED IN THE
 KW2967'DISTANCE TO REFERENCE MARK NO. 2.  THE 1969 DESCRIPTION IS ADEQUATE
 KW2967'WITH THE EXCEPTION THE LAST MILAGE IS 0.8 MILE INSTEAD OF 0.25 MILE.
 KW2967
 KW2967                          STATION RECOVERY (1998)
 KW2967
 KW2967'RECOVERY NOTE BY GWIN ENGINEERS INC. 1998 (DGE)
 KW2967'GOOD.
 KW2967
 KW2967                          STATION RECOVERY (1999)
 KW2967
 KW2967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 KW2967'STATION FOUND AS DESCRIBED.  REFERENCE MARK NO 2 AND REFERENCE MARK NO
 KW2967'3 WERE RECOVERED IN GOOD CONDITION.  BEARS HEAD LOOKOUT TOWER PID
 KW2967'KW2965 WAS ALSO FOUND IN GOOD CONDITION.
 KW2967
 KW2967                          STATION RECOVERY (2000)
 KW2967
 KW2967'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (SQ)
 KW2967'RECOVERED IN GOOD CONDITION.
 KW2967
 KW2967                          STATION RECOVERY (2006)
 KW2967
 KW2967'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (SQ)
 KW2967'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3023 ***********************************************************************
 KW3023  DESIGNATION -  BEARTOWN 2
 KW3023  PID         -  KW3023
 KW3023  STATE/COUNTY-  PA/LANCASTER
 KW3023  USGS QUAD   -  NEW HOLLAND (1992)
 KW3023
 KW3023                         *CURRENT SURVEY CONTROL
 KW3023  ___________________________________________________________________
 KW3023* NAD 83(1992)-  40 04 59.21093(N)    076 00 50.24494(W)     ADJUSTED  
 KW3023* NAVD 88     -       337.5    (meters)    1107.     (feet)  GPS OBS   
 KW3023  ___________________________________________________________________
 KW3023  X           -   1,181,117.807 (meters)                     COMP
 KW3023  Y           -  -4,742,125.570 (meters)                     COMP
 KW3023  Z           -   4,085,246.162 (meters)                     COMP
 KW3023  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 KW3023  ELLIP HEIGHT-         303.41  (meters)          (07/24/97) GPS OBS
 KW3023  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 KW3023
 KW3023  HORZ ORDER  -  A
 KW3023  ELLP ORDER  -  SECOND    CLASS I
 KW3023
 KW3023.The horizontal coordinates were established by GPS observations
 KW3023.and adjusted by the National Geodetic Survey in October 1991..
 KW3023
 KW3023.The orthometric height was determined by GPS observations and a
 KW3023.high-resolution geoid model.
 KW3023
 KW3023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KW3023
 KW3023.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3023
 KW3023.The ellipsoidal height was determined by GPS observations
 KW3023.and is referenced to NAD 83.
 KW3023
 KW3023.The geoid height was determined by GEOID03.
 KW3023
 KW3023;                    North         East     Units Scale Factor Converg.
 KW3023;SPC PA S     -    84,706.885   748,055.016   MT  0.99997996   +1 07 34.8
 KW3023;SPC PA S     -   277,909.17  2,454,243.83   sFT  0.99997996   +1 07 34.8
 KW3023;UTM  18      - 4,437,474.701   413,553.188   MT  0.99969199   -0 39 10.5
 KW3023
 KW3023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3023!SPC PA S     -   0.99995240  x   0.99997996  =   0.99993237
 KW3023!UTM  18      -   0.99995240  x   0.99969199  =   0.99964441
 KW3023
 KW3023|---------------------------------------------------------------------|
 KW3023| PID    Reference Object                     Distance      Geod. Az  |
 KW3023|                                                           dddmmss.s |
 KW3023| CB2727 BEARTOWN 2 RM 1                      13.552 METERS 00733     |
 KW3023| KV3831 MT PENN LOOKOUT TOWER               APPROX.30.8 KM 0175415.5 |
 KW3023| CB2726 BEARTOWN 2 AZ MK                                   0423214.1 |
 KW3023| CS3672 BEARTOWN 2 RM 3                      26.056 METERS 10027     |
 KW3023| CB2728 BEARTOWN 2 RM 2                      12.424 METERS 10300     |
 KW3023| KW3022 BLUE BALL TEXAS EASTERN MAST        453.785 METERS 1973621.7 |
 KW3023| CB2729 BEARTOWN 2 AZ MK RESET                             1981240.7 |
 KW3023| CS3673 BEARTOWN 2 RM 4                                    30223     |
 KW3023|---------------------------------------------------------------------|
 KW3023
 KW3023                          SUPERSEDED SURVEY CONTROL
 KW3023
 KW3023  ELLIP H (07/31/92)  303.36   (m)                       GP(       ) 1 1
 KW3023  ELLIP H (10/23/91)  303.36   (m)                       GP(       ) 4 1
 KW3023  NAD 83(1986)-  40 04 59.20069(N)    076 00 50.24736(W) AD(       ) 1
 KW3023  NAD 27      -  40 04 58.83300(N)    076 00 51.41400(W) AD(       ) 1
 KW3023  NGVD 29 (10/23/91)  337.7    (m)         1108.     (f) VERT ANG       
 KW3023
 KW3023.Superseded values are not recommended for survey control.
 KW3023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3023.See file dsdata.txt to determine how the superseded data were derived.
 KW3023
 KW3023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK1355337475(NAD 83)
 KW3023_MARKER: DS = TRIANGULATION STATION DISK
 KW3023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3023_SP_SET: SQUARE CONCRETE MONUMENT
 KW3023_STAMPING: BEARTOWN 2 1935
 KW3023_MARK LOGO: CGS   
 KW3023_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW3023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW3023+STABILITY: SURFACE MOTION
 KW3023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW3023+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2001
 KW3023
 KW3023  HISTORY     - Date     Condition        Report By
 KW3023  HISTORY     - 1935     MONUMENTED       CGS
 KW3023  HISTORY     - 1935     GOOD             CGS
 KW3023  HISTORY     - 1957     GOOD             CGS
 KW3023  HISTORY     - 1960     GOOD             CGS
 KW3023  HISTORY     - 1966     GOOD             CGS
 KW3023  HISTORY     - 1974     GOOD             NGS
 KW3023  HISTORY     - 1985     GOOD             PADT
 KW3023  HISTORY     - 19870321 GOOD             GEOHYD
 KW3023  HISTORY     - 19881019 GOOD             NGS
 KW3023  HISTORY     - 19890123 GOOD
 KW3023  HISTORY     - 19900510 GOOD             NGS
 KW3023  HISTORY     - 19901128 GOOD             NGS
 KW3023  HISTORY     - 19910122 GOOD
 KW3023  HISTORY     - 19911206 GOOD
 KW3023  HISTORY     - 19920514 GOOD             NGS
 KW3023  HISTORY     - 19940201 GOOD             ADRGS
 KW3023  HISTORY     - 19961210 GOOD             NJGS
 KW3023  HISTORY     - 20000317 GOOD             NGS
 KW3023  HISTORY     - 20010424 GOOD             PADT
 KW3023
 KW3023                          STATION DESCRIPTION
 KW3023
 KW3023'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KW3023'STATION IS LOCATED 4.5 MILES (AIR LINE) ESE OF NEW HOLLAND, 3.25
 KW3023'MILES SE OF BLUE BALL AND 2.25 MILES SW OF BEARTOWN, ON THE CENTRAL
 KW3023'HIGH POINT OF WELCH MOUNTAIN.  THE MOUNTAIN TOP AT THIS POINT IS
 KW3023'COVERED WITH DENSE GROWTH OF SCRUB OAK.
 KW3023'IT IS ON THE HIGHEST POINT OF THE HILL, 62 FEET S OF THE CENTER LINE
 KW3023'OF A VERY DIM ROAD LEADING PAST STATION.  IT PROJECTS 8
 KW3023'INCHES.
 KW3023'
 KW3023'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 KW3023'DISKS SET IN CONCRETE.
 KW3023'
 KW3023'REFERENCE MARK NO.1 IS 13.560 METERS (44.49 FEET) N OF THE STATION
 KW3023'AND 18 FEET S OF THE CENTER LINE OF THE DIM ROAD MENTIONED
 KW3023'ABOVE.  IT PROJECTS 10 INCHES.
 KW3023'
 KW3023'REFERENCE MARK NO.2 IS 12.457 METERS (40.87 FEET) E OF THE STATION.
 KW3023'IT PROJECTS 10 INCHES.
 KW3023'
 KW3023'AZIMUTH MARK IS LOCATED ABOUT 0.5 MILE NE OF THE STATION ON TOP OF A
 KW3023'5-FOOT EMBANKMENT, 6 PACES N OF THE CENTER LINE OF A DIRT
 KW3023'ROAD.  TO REACH FROM THE STATION, FOLLOW DESCRIPTION BACK TO MACADAM
 KW3023'ROAD.  FROM THIS POINT, GO N ON MACADAM ROAD FOR 1.1 MILES TO A
 KW3023'DIRT T-ROAD, RIGHT.  TURN RIGHT AND GO 0.95 MILE TO MARK ON
 KW3023'EMBANKMENT ON LEFT SIDE OF ROAD.
 KW3023'
 KW3023'TO REACH STATION FROM LANCASTER, TAKE ROUTE 23 TO BLUE BALL.  FROM
 KW3023'BLUE BALL, GO E ON ROUTE 5 FOR 1.1 MILES TO CHURCH AND
 KW3023'CEMETARY ON RIGHT, TURN RIGHT AND FOLLOW MACADAM ROAD 2.5 MILES TO
 KW3023'SUMMIT OF MOUNTAIN, HERE TURN LEFT ON WOODS ROAD AND FOLLOW MAIN
 KW3023'ROAD STRAIGHT AHEAD 0.3 MILE TO FORKS, TAKE LEFT FORK AND GO ABOUT
 KW3023'0.2 MILE TO HIGHEST POINT OF HILL AND STATION.
 KW3023'
 KW3023'A 20-FOOT TOWER WILL CLEAR ALL LINES.
 KW3023
 KW3023                          STATION RECOVERY (1935)
 KW3023
 KW3023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 KW3023'RECOVERED IN GOOD CONDITION.
 KW3023
 KW3023                          STATION RECOVERY (1957)
 KW3023
 KW3023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KW3023'STATION WAS RECOVERED IN GOOD CONDITION.  THE OLD DESCRIPTION IS
 KW3023'ADEQUATE EXCEPT THAT THE STATION MARK IS NOW IN A BRUSH-GROWN
 KW3023'TRAIL ABOUT 500 FEET NORTH OF A SMALL CLEARING WHERE THE TRACK ROAD
 KW3023'CROSSES THE TOP OF THE HILL AT THE PRESENT TIME.  NO EFFORT WAS
 KW3023'MADE TO RECOVER THE AZIMUTH MARK AS CONSIDERABLE CLEARING WOULD BE
 KW3023'NECESSARY TO SEE THE STATION.
 KW3023
 KW3023                          STATION RECOVERY (1960)
 KW3023
 KW3023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW3023'STATION IS LOCATED ABOUT 4.5 MILES ESE OF NEW HOLLAND, 3.25 MILES SE
 KW3023'OF BLUE BALL, AND 2.25 MILES SW OF BEARTOWN, ON THE CENTRAL HIGH
 KW3023'POINT OF WELSH MOUNTAIN.
 KW3023'
 KW3023'STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION, THE
 KW3023'AZIMUTH MARK WAS FOUND DISTRUBED SO THE MARK WAS RESET.  A
 KW3023'NEW TO REACH FOLLOWS DUE TO ROAD CHANGES.
 KW3023'
 KW3023'STATION IS A STANDARD DISK SET IN THE TOP OF A 10-10 INCH CONCRETE
 KW3023'MONUMENT THAT PROJECTS ABOUT 8 INCHES.  IT IS STAMPED
 KW3023'BEARTOWN 2 1935.  IT IS 25.0 FEET NORTH OF A DIM WOODS ROAD, 1.8 FEET
 KW3023'EAST-SOUTHEAST OF A STANDARD METAL WITNESS POST.
 KW3023'
 KW3023'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A 10X10
 KW3023'INCH CONCRETE MONUMENT THAT PROJECTS ABOUT 8 INCHES.  THE
 KW3023'DISK IS STAMPED BEARTOWN 2 NO 1.1935.  IT IS 44.4 FEET
 KW3023'NORTH-NORTHEAST OF A STANDARD METAL WITNESS POST, 3.0 FEET
 KW3023'EAST OF A 3-INCH TRIANGLE BLAZED SCRUB OAK TREE.  ABOUT 1.5 FEET
 KW3023'LOWER THAN STATION.
 KW3023'
 KW3023'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A 10X10
 KW3023'INCH CONCRETE MONUMENT THAT PROJECTS ABOUT 5 INCHES.  THE DISK IS
 KW3023'STAMPED BEARTOWN 2 NO 2 1935.  IT IS 28.0 FEET NORTH-NORTHEAST OF A
 KW3023'DIM WOODS ROAD, 42.0 FEET NORTH-NORTHEAST OF A
 KW3023'STANDARD METAL WITNESS POST, ABOUT 1 FOOT LOWER THAN STATION MARK.
 KW3023'
 KW3023'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10X10 INCH
 KW3023'CONCRETE MONUMENT THAT PROJECTS ABOUT 4 INCHES.  THE DISK IS
 KW3023'STAMPED BEARTOWN 2 RESET 1960 1935.  IT IS 2.8 FEET NORTH-NORTHWEST
 KW3023'OF POWERLINE POLE NO. 240-4, 18.0 FEET NORTHEAST OF THE CENTER
 KW3023'OF STATE HIGHWAY 897, 40.5 FEET NORTH-NORTHWEST OF THE CENTER LINE OF
 KW3023'A GRAVEL ROAD, ABOUT 300 FEET SOUTH-SOUTHEAST OF BLUE BALL,
 KW3023'TEXAS EASTERN MICRO-WAVE MAST.
 KW3023'
 KW3023'TO REACH THE STATION FROM BLUE BALL, GO EASTERLY ON HIGHWAY 322 FOR
 KW3023'1.2 MILES TO THE JUNCTION OF STATE ROUTE 897 AND PRESBYTERIAN
 KW3023'CHURCH ON THE RIGHT.  TURN RIGHT ON STATE ROUTE 897 AND GO 2.3 MILES
 KW3023'TO SUMMIT OF HILL AND DIM WOODS ROAD ON THE LEFT.  TURN LEFT
 KW3023'ON WOODS ROAD FOR 0.2 MILE TO A T-FORK, TURN LEFT AND GO 0.5 MILE TO
 KW3023'TOP OF GRADE AND DIM WOODS ROAD FORK TO THE LEFT, TURN LEFT
 KW3023'AND GO 0.1 MILE THROUGH BRUSH COVERED ROAD TO STATION AS
 KW3023'DESCRIBED.
 KW3023'
 KW3023'TO REACH AZIMUTH POINT CONTINUE AHEAD ON STATE ROUTE 897 PAST WOODS
 KW3023'ROAD FOR 0.3 MILE TO AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KW3023
 KW3023                          STATION RECOVERY (1966)
 KW3023
 KW3023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW3023'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 KW3023'MARK WERE RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION IS
 KW3023'ADEQUATE.
 KW3023
 KW3023                          STATION RECOVERY (1974)
 KW3023
 KW3023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KW3023'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 KW3023'BOTH REFERENCE MARKS APPEARED TO HAVE BEEN DISTURBED SOMETIME
 KW3023'IN THE PAST, HOWEVER THEY ARE NOW SOLID AND IN GOOD CONDITION.  A
 KW3023'DIFFERENCE OF 10 MINUTES IN DIRECTION WAS NOTED
 KW3023'BETWEEN THE REFERENCE MARKS.  A SHORTER DISTNCE OF 0.03 FOOT OR 0.008
 KW3023'METER WAS NOTED TO REFERENCE MARK NO. 1.  A SHORTER
 KW3023'DISTANCE OF 0.07 FOOT OR 0.020 METER WAS NOTED TO REFERENCE MARK NO.
 KW3023'2.  THE AZIMUTH MARK IS NOW NO LONGER VISIBLE FROM THE GROUND,
 KW3023'THERE ARE SEVERAL LARGE TREES ON LINE.
 KW3023'
 KW3023'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 KW3023'THE STATION IS
 KW3023'LOCATED 4-1/2 MILES EAST-SOUTHEAST OF NEW HOLLAND, 3-1/4 MILES
 KW3023'SOUTHEAST OF BLUE BALL AND ON THE TOP OF A HIGH TREE COVERED
 KW3023'HILL WHICH IS ALSO OCCUPIED BY A LARGE TELEVISION CABLE TOWER.  THE
 KW3023'PROPERTY IS STATE OWNED.
 KW3023'
 KW3023'TO REACH FROM THE CENTER OF BLUE BALL, GO EAST ON U.S. HIGHWAY 322
 KW3023'FOR 1.2 MILES TO STATE HIGHWAY 897.  TURN RIGHT AND GO
 KW3023'SOUTH ON STATE HIGHWAY 897 FOR 2.3 MILES TO A SIDE ROAD LEFT AT THE
 KW3023'TOP OF THE MOUNTAIN.  (TO REACH THE AZIMUTH MARK FROM THIS
 KW3023'POINT, CONTINUE SOUTH AND EAST ON STATE HIGHWAY 897 FOR 0.3 MILE TO A
 KW3023'SIDE ROAD LEFT AND THE AZIMUTH MARK ON THE LEFT).  TURN LEFT
 KW3023'AND GO EASTERLY UPHILL ON THE GRAVELED ROAD FOR 0.25 MILE TO THE TOP
 KW3023'OF THE HILL AND THE STATION SITE.
 KW3023'
 KW3023'THE STATION MARK IS A STANDARD DISK STAMPED BEARSTOWN 2 1935, SET IN
 KW3023'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 KW3023'6-INCHES.  IT IS 1.8 FEET EAST-SOUTHEAST OF A WITNESS POST, 31 FEET
 KW3023'SOUTH OF A POWERLINE POLE NUMBERED 31 AND 18 FEET SOUTH
 KW3023'OF THE CENTER OF THE GRAVELED ROAD.
 KW3023'
 KW3023'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BEARSTOWN 2 NO 1 1935,
 KW3023'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 KW3023'PROJECTS 6-INCHES.  IT IS 13 FEET NORTHWEST OF THE POWERLINE POLE
 KW3023'NUMBERED 31, 22 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD
 KW3023'AND 44 FEET NORTH OF THE WITNESS POST.
 KW3023'
 KW3023'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BEARSTOWN 2 NO 2 1935,
 KW3023'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 KW3023'PROJECTS 6-INCHES.  IT IS 8 FEET SOUTH OF THE CENTER OF THE GRAVELED
 KW3023'ROAD, 41 FEET EAST OF THE WITNESS POST AND 51.5 FEET
 KW3023'SOUTHEAST OF THE POWERLINE POLE NUMBERED 31.
 KW3023'
 KW3023'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BEARSTOWN 2 RESET 1960
 KW3023'1935, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 KW3023'PROJECTS 6-INCHES.  IT IS 15 FEET NORTH OF THE CENTER OF ROUTE 897,
 KW3023'2.5 FEET WEST OF POWERLINE POLE NO. 6 AND 1.3 FEET SW OF A
 KW3023'WITNESS POST.
 KW3023
 KW3023                          STATION RECOVERY (1985)
 KW3023
 KW3023'RECOVERY NOTE BY PA DEPT OF TRANSP 1985 (RBG)
 KW3023'THE STATION WAS RECOVERED AT THIS DATE.
 KW3023'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 KW3023'CONDITION.
 KW3023'NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 KW3023'RM 2 WAS FOUND TO HAVE BEEN DISTURBED (RM 2 HAS BEEN DESTROYED) AND
 KW3023'A NEW RM 3 WAS ESTABLISHED FOR THE STATION.
 KW3023'ALSO A LONG RM 4 WAS ESTABLISHED FOR USE AS AN AZIMUTH MARK.
 KW3023'THE ORIGINAL TO REACH IS ADEQUATE, BUT A NEW UPDATED TO REACH
 KW3023'FOLLOWS IN THE FOLLOWING TEXT.
 KW3023'NEW REFERENCES ARE INCLUDED IN THE FOLLOWING TEXT.
 KW3023'
 KW3023'OWNERSHIP--TELEVISION CABLE SERVICE CO.,534 WEST MAIN STREET, NEW
 KW3023'HOLLAND, PA. TELEPHONE 717-354-2288.
 KW3023'
 KW3023'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 23 AND
 KW3023'U.S. HIGHWAY 322 IN BLUE BALL, GO EAST-SOUTHEAST FOR
 KW3023'1.77 KM (1.1 MI) ON HIGHWAY 322 TO STATE HIGHWAY 897,
 KW3023'TURN RIGHT AND GO SOUTH-SOUTHEAST FOR 3.55 KM (2.2 MI) ON HIGHWAY
 KW3023'897 TO THE TOP OF THE HILL AND A GRAVEL ROAD TO THE LEFT,
 KW3023'TURN LEFT AND GO EAST-NORTHEAST FOR 0.32 KM (0.2 MI) ON THE GRAVEL
 KW3023'ROAD TO A BEND IN THE ROAD AND RM 4 (THE AZIMUTH MARK) ON THE LEFT,
 KW3023'TURN RIGHT AND GO EAST-SOUTHEAST FOR 75.4 METERS (247.4 FT) ON THE
 KW3023'GRAVEL ROAD TO THE TELEVISION MAST AND THE STATION ON THE RIGHT.
 KW3023'
 KW3023'THE STATION IS A STANDARD NGS DISK
 KW3023'12.04 METERS (39.5 FT) NORTH-NORTHEAST FROM THE NORTHWEST CORNER OF
 KW3023'WIRE FENCE AROUND SATALITE DISH,
 KW3023'9.15 METERS (30.0 FT) NORTH FROM THE NORHTEAST CORNER OF WIRE FENCE
 KW3023'AROUND SATALITE DISH,
 KW3023'9.85 METERS (32.3 FT) SOUTH-SOUTHWEST FROM A POWER POLE E.T.CO. 31,
 KW3023'5.95 METERS (19.5 FT) SOUTHWEST FROM THE CENTER OF LANE, AND
 KW3023'1.10 METERS (3.3 FT) NORTH FROM A WITNESS POST.
 KW3023'
 KW3023'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK 14.48 METERS (47.5 FT)
 KW3023'NORTH-NORTHEAST FROM THE WITNESS POST, 7.01 METERS (23.0 FT)
 KW3023'NORTHEAST FROM THE CENTER OF THE LANE, AND 3.96 METERS (13.0 FT)
 KW3023'NORTH FROM A POWER POLE E.T.CO. 31.
 KW3023'
 KW3023'REFERENCE MARK NO. 3 IS A STANDARD PADT DISK
 KW3023'STAMPED---BEARTOWN 2 1935 NO 3 1985---,
 KW3023'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KW3023'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KW3023'27.28 METERS (89.5 FT) SOUTHEAST FROM A POWER POLE E.T.CO. 31,
 KW3023'13.50 METERS (44.3 FT) NORTH-NORTHEAST FROM THE SOUTHEAST CORNER OF
 KW3023'WIRE FENCE AROUND CONTROL BUILDING, AND
 KW3023'7.54 METERS (24.7 FT) NORTHEAST FROM THE NORTHEAST CORNER OF WIRE
 KW3023'FENCE AROUND CONTROL BUILDING.
 KW3023'MARK IS 1.52 METERS BELOW THE STATION.
 KW3023'
 KW3023'REFERENCE MARK NO. 4 IS A STANDARD PADT DISK
 KW3023'STAMPED---BEARTOWN 2 1935 NO 4 1985---,
 KW3023'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KW3023'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KW3023'4.27 METERS (14.0 FT) NORTH-NORTHEAST FROM THE CENTER OF LANE, AND
 KW3023'2.29 METERS (7.5 FT) SOUTHEAST FROM A POWER POLE E.T. CO. 30.
 KW3023'MARK IS 4.0 METERS BELOW THE STATION.
 KW3023'
 KW3023'DESCRIBED BY R.B. GROSSER.
 KW3023
 KW3023                          STATION RECOVERY (1987)
 KW3023
 KW3023'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1987
 KW3023'RECOVERED IN GOOD CONDITION.
 KW3023
 KW3023                          STATION RECOVERY (1988)
 KW3023
 KW3023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KW3023'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 KW3023'FOLLOWS.
 KW3023'THE STATION IS LOCATED ABOUT 7.2 KM (4.45 MI) EAST-SOUTHEAST OF NEW
 KW3023'HOLLAND, 5.2 KM (3.25 MI) SOUTHEAST OF BLUE BALL, 3.6 KM (2.25 MI)
 KW3023'SOUTHWEST OF BEARTOWN, ON TOP OF THE CENTRAL HIGH POINT OF WELSH
 KW3023'MOUNTAIN AND NEAR A TELEVISION CABLE ANTENNA AND SATELLITE DISH.
 KW3023'OWNERSHIP--BOROUGH OF NEW HOLLAND.
 KW3023'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 322 AND STATE
 KW3023'HIGHWAY 23 IN BLUE BALL, GO EAST FOR 1.7 KM (1.05 MI) ON HIGHWAY 322
 KW3023'TO THE JUNCTION OF STATE HIGHWAY 897 ON THE RIGHT.  TURN RIGHT AND GO
 KW3023'SOUTH FOR 3.5 KM (2.15 MI) ON HIGHWAY 897 TO A GRAVEL SIDE ROAD AND A
 KW3023'LOCKED CABLE GATE ON THE LEFT AT THE TOP OF THE GRADE IN THE HIGHWAY
 KW3023'AND A POWER LINE CROSSING.  TURN LEFT AND GO EAST FOR 0.4 KM
 KW3023'(0.25 MI) UPHILL ON THE GRAVEL ROAD PASSING THROUGH THE GATE AND
 KW3023'FOLLOWING A POWER LINE TO THE STATION ON THE RIGHT AT THE TOP OF THE
 KW3023'HILL.
 KW3023'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 KW3023'MONUMENT 28 CM ON A SIDE PROJECTING 10 CM ABOVE THE GROUND.  LOCATED
 KW3023'23.1 M (75.8 FT) NORTHWEST FROM THE NORTHEAST CORNER OF A CHAIN LINK
 KW3023'FENCE AROUND THE ANTENNA AND SMALL BUILDING, 9.9 M (32.5 FT)
 KW3023'SOUTH-SOUTHWEST FROM POWER POLE NUMBER 31, 8.9 M (29.2 FT)
 KW3023'NORTH-NORTHWEST FROM THE NORTHEAST CORNER OF THE CHAIN LINK FENCE
 KW3023'AROUND THE SATELLITE DISH, 5.8 M (19.0 FT) SOUTHWEST FROM THE CENTER
 KW3023'OF THE GRAVEL ROAD, AND 1.0 M (3.3 FT) NORTH FROM A FIBERGLASS WITNESS
 KW3023'POST.
 KW3023'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 KW3023
 KW3023                          STATION RECOVERY (1989)
 KW3023
 KW3023'RECOVERED 1989
 KW3023'RECOVERED IN GOOD CONDITION.
 KW3023
 KW3023                          STATION RECOVERY (1990)
 KW3023
 KW3023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 KW3023'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI) EAST-SOUTHEAST OF NEW
 KW3023'HOLLAND, 5.2 KM (3.2 MI) SOUTHEAST OF BLUE BALL AND AT THE CREST OF A
 KW3023'HILL, NORTH OF A TELEVISION SATELLITE DISH.  OWNERSHIP--TELEVISION
 KW3023'CABLE SERVICE, 534 WEST MAIN STREET, NEW HOLLAND PA, PHONE
 KW3023'717-354-2288.
 KW3023'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 322 AND STATE
 KW3023'HIGHWAY 23 IN BLUE BALL, GO EAST-SOUTHEAST FOR 1.8 KM (1.1 MI) ON
 KW3023'HIGHWAY 322 TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO SOUTH-SOUTHEAST
 KW3023'FOR 3.6 KM (2.2 MI) ON STATE HIGHWAY 897 TO A PAVED ROAD LEFT WITH A
 KW3023'LOCKED CABLE GATE.  TURN LEFT, PASSING THROUGH THE GATE, AND GO
 KW3023'NORTHEAST, THEN SOUTHEAST, FOR 0.4 KM (0.2 MI) ON THE PAVED ROAD,
 KW3023'WHICH TURNS TO GRAVEL, TO THE STATION ON THE RIGHT, JUST BEFORE A
 KW3023'SATELLITE DISH RIGHT.
 KW3023'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 28 CM SQUARE
 KW3023'CONCRETE POST AND PROJECTING 10 CM.  LOCATED 9.85 M (32.32 FT) FROM
 KW3023'UTILITY POLE E.T. CO. 31, 9.15 M (30.02 FT) NORTH FROM THE NORTHEAST
 KW3023'CORNER OF A CHAIN LINK FENCE SURROUNDING A SATELLITE DISH, 5.95 M
 KW3023'(19.52 FT) SOUTHWEST FROM THE CENTER OF THE ROAD AND 1.1 M (3.6 FT)
 KW3023'NORTH FROM A CARSONITE WITNESS POST.
 KW3023'DESCRIBED BY K.L. FANCHER, TYPED BY HJS.
 KW3023
 KW3023                          STATION RECOVERY (1990)
 KW3023
 KW3023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 KW3023'STATION MARK RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT SEARCHED
 KW3023'FOR.
 KW3023'STATION IS LOCATED ABOUT 18 KM (11.2 MI) EAST OF LANCASTER, 5 KM
 KW3023'(3.1 MI) SOUTH-SOUTHEAST OF BLUE BALL, 6 KM (3.7 MI) NORTHEAST OF
 KW3023'INTERCOURSE, ALONG A WOODS ROAD, AND AT THE SITE OF A TELEVISION
 KW3023'RELAY MAST AND A SATTELITE DISH.  OWNERSHIP--SUBURBAN CABLE OF NEW
 KW3023'HOLLAND, 534 WEST MAIN STREET (HIGHWAY 23), NEW HOLLAND, PA 17557.
 KW3023'CONTACT DAVE HEBERT AT 717-354-2288 FOR KEY TO CABLE GATE.
 KW3023'TO REACH FROM THE JUNCTION OF US HIGHWAY 322 AND STATE HIGHWAY 23 AT
 KW3023'THE BLUE BALL HOTEL IN BLUE BALL, GO EAST ON HIGHWAY 322 FOR 1.72 KM
 KW3023'(1.07 MI) TO A PAVED ROAD RIGHT AT THE CEDAR GROVE CHURCH.  TURN
 KW3023'RIGHT, SOUTH, ON STATE HIGHWAY 897 FOR 2.02 KM (1.26 MI) TO A PAVED
 KW3023'ROAD LEFT (GAULT ROAD). CONTINUE AHEAD FOR 1.43 KM (0.89 MI) TO A
 KW3023'PAVED ROAD LEFT AT TOP OF GRADE AND A CABLE GATE.  TURN LEFT,
 KW3023'EASTERLY, ON PAVED, THEN GRAVEL ROAD FOR 0.41 KM (0.25 MI) TO HIGH
 KW3023'GROUND AND THE STATION ON THE RIGHT.
 KW3023'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST
 KW3023'PROJECTING 10 CM.  IT IS 5.8 M (19.0 FT) SOUTHWEST OF THE ROAD
 KW3023'CENTER, 9.8 M (32.2 FT) SOUTH-SOUTHWEST OF UTILITY POLE 31, 1.0 M
 KW3023'(3.3 FT) NORTH OF A FIBERGLASS WITNESS POST, 9.1 M (29.9 FT) NORTH OF
 KW3023'THE NORTHEAST CORNER OF FENCE AROUND THE DISH, AND 22.5 M (73.8 FT)
 KW3023'NORTHWEST OF THE NORTHEAST CORNER OF FENCE AROUND THE MAST.
 KW3023'NOTE--HORIZON BLOCKAGES UP TO 40 DEGREES AT STATION DUE TO TREES
 KW3023'(MAINLY TO THE WEST), NOT COUNTING THE MAST AND THE DISH.  THESE
 KW3023'BLOCKAGES CAN BE EXPECTED TO GET WORSE WITH TIME.
 KW3023'DESCRIBED BY G.R.HEID.
 KW3023
 KW3023                          STATION RECOVERY (1991)
 KW3023
 KW3023'RECOVERED 1991
 KW3023'RECOVERED IN GOOD CONDITION.
 KW3023
 KW3023                          STATION RECOVERY (1991)
 KW3023
 KW3023'RECOVERED 1991
 KW3023'RECOVERED IN GOOD CONDITION.
 KW3023
 KW3023                          STATION RECOVERY (1992)
 KW3023
 KW3023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 KW3023'NOT VISITED BY THIS PARTY AT TIME OF THIS RECOVERY NOTE.  CONTACT WAS
 KW3023'MADE BY PHONE TO EMILY AT CABLE COMPANY AND NO KEY IS REQUIRED AT
 KW3023'THIS TIME DUE TO BROKEN GATE.  EMILY SHOULD BE CONTACTED PRIOR TO
 KW3023'WORK SCHEDULE IN CASE GATE HAS BEEN REPAIRED.  A COPY OF THE 1990
 KW3023'RECOVERY NOTE FOLLOWS.
 KW3023'STATION IS LOCATED ABOUT 18 KM (11.20 MI) EAST OF LANCASTER, 5 KM
 KW3023'(3.10 MI) SOUTH-SOUTHEAST OF BLUE BALL, 6 KM (3.70 MI) NORTHEAST OF
 KW3023'INTERCOURSE, ALONG A WOODS ROAD AND AT THE SITE OF A TELEVISION RELAY
 KW3023'MAST AND A SATTELITE DISH.  OWNERSHIP--SUBURBAN CABLE OF NEW HOLLAND,
 KW3023'534 WEST MAIN STREET (HIGHWAY 23), NEW HOLLAND PA 17557, CONTACT
 KW3023'EMILY AT 717-354-2288 FOR KEY INFORMATION TO CABLE GATE.
 KW3023'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 322 AND STATE
 KW3023'ROUTE 23 AT THE BLUE BALL HOTEL IN BLUE BALL, GO EAST ON HIGHWAY 322
 KW3023'FOR 1.72 KM (1.05 MI) TO A PAVED ROAD RIGHT AT THE CEDAR GROVE
 KW3023'CHURCH.  TURN RIGHT, SOUTH, ON STATE ROUTE 897 FOR 2.02 KM (1.25 MI)
 KW3023'TO A PAVED ROAD LEFT (GAULT ROAD).  CONTINUE AHEAD FOR 1.43 KM
 KW3023'(0.90 MI) TO A PAVED ROAD LEFT AT TOP OF GRADE AND CABLE GATE.  TURN
 KW3023'LEFT, EASTERLY ON PAVED THEN GRAVEL ROAD FOR 0.41 KM (0.25 MI) TO
 KW3023'HIGH GROUND AND THE STATION ON THE RIGHT.
 KW3023'STATION IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST PROJECTING
 KW3023'10-CM.  IT IS 5.8 M (19.0 FT) SOUTHWEST OF THE ROAD CENTER, 9.8 M
 KW3023'(32.2 FT) SOUTH-SOUTHWEST OF UTILITY POLE 31, 1 M (3.3 FT) NORTH OF A
 KW3023'FIBERGLASS WITNESS POST, 9.1 M (29.9 FT) NORTH OF THE NORTHWEST
 KW3023'CORNER OF FENCE AROUND THE DISH AND 22.5 M (73.8 FT) NORTHWEST OF THE
 KW3023'NORTHEAST CORNER OF FENCE AROUND MAST.  NOTE--HORIZON BLOCKAGES UP TO
 KW3023'40 DEGREES AT STATION DUE TO TREES (MAINLY TO THE WEST).  NOT
 KW3023'COUNTING THE MAST AND THE DISH.  THESE BLOCKAGES CAN BE EXPECTED TO
 KW3023'GET WORSE WITH TIME.
 KW3023'DESCRIBED BY G.R. HEID.
 KW3023
 KW3023                          STATION RECOVERY (1994)
 KW3023
 KW3023'RECOVERY NOTE BY ADR GEODETIC SERVICES 1994 (BAW)
 KW3023'RECOVERED AS DESCRIBED.
 KW3023
 KW3023                          STATION RECOVERY (1996)
 KW3023
 KW3023'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 KW3023'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE PROPERTY IS
 KW3023'NOW OWNED BY THE BOROUGH OF NEW HOLLAND, PENNSYLVANIA.  ACCESS TO THE
 KW3023'SITE SHOULD BE OBTAINED FROM MR.  J.  RICHARD FULCHER, BOROUGH
 KW3023'MANAGER, NEW HOLLAND BOROUGH, 436 EAST MAIN STREET, NEW HOLLAND,
 KW3023'PENNSYLVANIA 17757 PHONE 717 354 4567 OR FAX 717 354 2979.
 KW3023
 KW3023                          STATION RECOVERY (2000)
 KW3023
 KW3023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 KW3023'RECOVERED AS DESCRIBED.
 KW3023
 KW3023                          STATION RECOVERY (2001)
 KW3023
 KW3023'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (BH)
 KW3023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1916 ***********************************************************************
 MB1916  DESIGNATION -  BEAVER
 MB1916  PID         -  MB1916
 MB1916  STATE/COUNTY-  PA/MERCER
 MB1916  USGS QUAD   -  MERCER (1990)
 MB1916
 MB1916                         *CURRENT SURVEY CONTROL
 MB1916  ___________________________________________________________________
 MB1916* NAD 83(1992)-  41 11 55.93735(N)    080 14 41.77004(W)     ADJUSTED  
 MB1916* NAVD 88     -       361.5    (meters)    1186.     (feet)  VERTCON   
 MB1916  ___________________________________________________________________
 MB1916  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 MB1916  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MB1916
 MB1916  HORZ ORDER  -  SECOND
 MB1916
 MB1916.The horizontal coordinates were established by classical geodetic methods
 MB1916.and adjusted by the National Geodetic Survey in June 2002..
 MB1916
 MB1916.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1916
 MB1916.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1916
 MB1916.The geoid height was determined by GEOID03.
 MB1916
 MB1916;                    North         East     Units Scale Factor Converg.
 MB1916;SPC PA N     -   117,643.998   390,756.754   MT  0.99996408   -1 39 01.8
 MB1916;SPC PA N     -   385,970.35  1,282,007.78   sFT  0.99996408   -1 39 01.8
 MB1916;SPC PA S     -   210,106.872   390,738.767   MT  1.00004476   -1 37 07.3
 MB1916;SPC PA S     -   689,325.63  1,281,948.77   sFT  1.00004476   -1 37 07.3
 MB1916;UTM  17      - 4,561,108.852   563,311.021   MT  0.99964933   +0 29 50.5
 MB1916
 MB1916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1916!SPC PA N     -   0.99994858  x   0.99996408  =   0.99991266
 MB1916!SPC PA S     -   0.99994858  x   1.00004476  =   0.99999334
 MB1916!UTM  17      -   0.99994858  x   0.99964933  =   0.99959793
 MB1916
 MB1916:                Primary Azimuth Mark                     Grid Az
 MB1916:SPC PA N     -  BEAVER AZ MK                             109 12 25.0
 MB1916:SPC PA S     -  BEAVER AZ MK                             109 10 30.5
 MB1916:UTM  17      -  BEAVER AZ MK                             107 03 32.7
 MB1916
 MB1916|---------------------------------------------------------------------|
 MB1916| PID    Reference Object                     Distance      Geod. Az  |
 MB1916|                                                           dddmmss.s |
 MB1916| CX3218 BEAVER AZ MK                                       1073323.2 |
 MB1916| CX3219 BEAVER RM 1                          41.672 METERS 13435     |
 MB1916| CX3220 BEAVER RM 2                          39.789 METERS 22129     |
 MB1916|---------------------------------------------------------------------|
 MB1916
 MB1916                          SUPERSEDED SURVEY CONTROL
 MB1916
 MB1916  NAD 83(1995)-  41 11 55.93848(N)    080 14 41.77044(W) AD(       ) 2
 MB1916  NAD 83(1986)-  41 11 55.94144(N)    080 14 41.77269(W) AD(       ) 2
 MB1916  NAD 27      -  41 11 55.72770(N)    080 14 42.54890(W) AD(       ) 2
 MB1916  NGVD 29 (07/19/86)  361.7    (m)         1187.     (f) VERT ANG       
 MB1916
 MB1916.Superseded values are not recommended for survey control.
 MB1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1916.See file dsdata.txt to determine how the superseded data were derived.
 MB1916
 MB1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF6331161109(NAD 83)
 MB1916_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB1916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1916
 MB1916  HISTORY     - Date     Condition        Report By
 MB1916  HISTORY     - 1958     MONUMENTED       CGS
 MB1916
 MB1916                          STATION DESCRIPTION
 MB1916
 MB1916'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 MB1916'STATION IS LOCATED ON TOP OF A BARE KNOLL, ABOUT 2 MILES SOUTH OF
 MB1916'MERCER, 1/4 MILE SOUTH OF BEAVER RUN CREEK, 1/4 MILE WEST OF U.S.
 MB1916'HIGHWAY 19, ON LAND OWNED BY MR. J.R. HILL.
 MB1916'
 MB1916'STATION IS REACHED FROM THE SOUTHWEST CORNER OF THE COURTHOUSE SQUARE
 MB1916'IN MERCER BY GOING SOUTH ON U.S. HIGHWAY 19 FOR 1.55 MILES TO A
 MB1916'CONCRETE CULVERT, CONTINUE SOUTH ON THE HIGHWAY FOR 0.25 MILE TO A
 MB1916'FENCE ROW AND A DEEP DRAINAGE DITCH ON THE RIGHT HAND SIDE OF THE
 MB1916'HIGHWAY, THIS IS ABOUT 400 YARDS EAST OF THE POINT WHERE THE STATION
 MB1916'IS LOCATED, CONTINUE SOUTH ON THE HIGHWAY FOR 0.2 MILE TO THE FARM
 MB1916'DRIVEWAY OF MR. J.R. HILL ON THE RIGHT HAND SIDE OF THE HIGHWAY, TURN
 MB1916'RIGHT AND FOLLOW THE DRIVEWAY KEEPING ON THE SOUTH SIDE OF THE
 MB1916'HOUSE FOR ABOUT 200 FEET, TURN RIGHT AND FOLLOW A FIELD ROAD NORTH,
 MB1916'KEEPING ALONG THE EAST EDGE OF A NORTH-SOUTH FENCE LINE FOR ABOUT 0.2
 MB1916'MILE TO A EAST-WEST FENCE LINE, CROSS THE FENCE LINE, TURN LEFT AND
 MB1916'FOLLOW THE FENCE LINE, WEST FOR ABOUT 0.15 MILE TO A WOODEN GATE,
 MB1916'PASS THROUGH THE GATE AND CONTINUE UP-HILL TO THE TOP OF A KNOLL
 MB1916'AND STATION MARK.
 MB1916'
 MB1916'STATION MARK IS A STANDARD DISK, STAMPED BEAVER 1958, SET IN THE TOP
 MB1916'OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 MB1916'SURFACE.
 MB1916'
 MB1916'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BEAVER NO 1 1958,
 MB1916'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 MB1916'WITH THE GROUND SURFACE.  IT IS SET IN THE EAST-WEST FENCE LINE.
 MB1916'
 MB1916'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BEAVER NO 2 1958,
 MB1916'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 MB1916'WITH THE GROUND SURFACE.  IT IS SET IN THE EAST-WEST FENCE LINE.
 MB1916'
 MB1916'AZIMUTH MARK IS A PENNSYLVANIA GEODETIC SURVEY TRAVERSE MARK, STAMPED
 MB1916'V 17, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT WHICH
 MB1916'PROJECTS 4 INCHES.  IT IS ABOUT 0.05 MILE SOUTH OF THE DEEP DRAINAGE
 MB1916'DITCH AND FENCE ROW MENTIONED IN THE TO REACH, 30 FEET WEST OF U.S.
 MB1916'HIGHWAY 19, 12 FEET WEST OF A HIGHWAY GUARD RAIL, 3 FEET NORTHWEST OF
 MB1916'A POWERLINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2780 ***********************************************************************
 KW2780  DESIGNATION -  BEAVER
 KW2780  PID         -  KW2780
 KW2780  STATE/COUNTY-  PA/SNYDER
 KW2780  USGS QUAD   -  BEAVERTOWN (1973)
 KW2780
 KW2780                         *CURRENT SURVEY CONTROL
 KW2780  ___________________________________________________________________
 KW2780* NAD 83(1992)-  40 45 47.76459(N)    077 09 30.86872(W)     ADJUSTED  
 KW2780* NAVD 88     -       256.1    (meters)     840.     (feet)  VERTCON   
 KW2780  ___________________________________________________________________
 KW2780  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 KW2780  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KW2780
 KW2780  HORZ ORDER  -  SECOND
 KW2780
 KW2780.The horizontal coordinates were established by classical geodetic methods
 KW2780.and adjusted by the National Geodetic Survey in June 2002..
 KW2780
 KW2780.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2780
 KW2780.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2780
 KW2780.The geoid height was determined by GEOID03.
 KW2780
 KW2780;                    North         East     Units Scale Factor Converg.
 KW2780;SPC PA S     -   158,942.359   649,935.638   MT  0.99997435   +0 23 01.4
 KW2780;SPC PA S     -   521,463.39  2,132,330.51   sFT  0.99997435   +0 23 01.4
 KW2780;SPC PA N     -    66,425.757   649,937.980   MT  1.00002155   +0 23 28.5
 KW2780;SPC PA N     -   217,931.84  2,132,338.19   sFT  1.00002155   +0 23 28.5
 KW2780;UTM  18      - 4,514,719.550   317,806.150   MT  1.00000859   -1 24 35.3
 KW2780
 KW2780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2780!SPC PA S     -   0.99996511  x   0.99997435  =   0.99993946
 KW2780!SPC PA N     -   0.99996511  x   1.00002155  =   0.99998666
 KW2780!UTM  18      -   0.99996511  x   1.00000859  =   0.99997370
 KW2780
 KW2780|---------------------------------------------------------------------|
 KW2780| PID    Reference Object                     Distance      Geod. Az  |
 KW2780|                                                           dddmmss.s |
 KW2780| CK6590 BEAVER RM 1                          15.310 METERS 05728     |
 KW2780| CK6589 BEAVER AZ MK                                       1852654.6 |
 KW2780| CK6591 BEAVER RM 2                          14.441 METERS 25753     |
 KW2780|---------------------------------------------------------------------|
 KW2780
 KW2780                          SUPERSEDED SURVEY CONTROL
 KW2780
 KW2780  NAD 83(1986)-  40 45 47.76470(N)    077 09 30.86614(W) AD(       ) 2
 KW2780  NAD 27      -  40 45 47.47320(N)    077 09 31.91056(W) AD(       ) 2
 KW2780  NGVD 29 (07/19/86)  256.3    (m)          841.     (f) VERT ANG       
 KW2780
 KW2780.Superseded values are not recommended for survey control.
 KW2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2780.See file dsdata.txt to determine how the superseded data were derived.
 KW2780
 KW2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL1780614720(NAD 83)
 KW2780_MARKER: DE = TRAVERSE STATION DISK
 KW2780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2780
 KW2780  HISTORY     - Date     Condition        Report By
 KW2780  HISTORY     - 1966     MONUMENTED       CGS
 KW2780  HISTORY     - 1975     GOOD             NGS
 KW2780
 KW2780                          STATION DESCRIPTION
 KW2780
 KW2780'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW2780'THE STATION IS LOCATED ABOUT 3.8 MILES NORTHEAST OF BEAVER SPRINGS,
 KW2780'0.5 MILE EAST-NORTHEAST OF BEAVERTOWN AND ABOUT 0.3 MILE
 KW2780'NORTH OF U.S. HIGHWAY 522, WHERE POWER LINE CROSSES OVER THE SOUTH
 KW2780'EDGE OF A TREE COVERED RIDGE AND ON PROPERTY OWNED BY MR. RENO H.
 KW2780'THOMAS.
 KW2780'
 KW2780'TO REACH THE STATION FROM THE POST OFFICE IN BEAVERTOWN, GO EAST ON
 KW2780'U.S. HIGHWAY 522 FOR 0.5 MILE TO THE AZI MK ON THE
 KW2780'LEFT IN THE NORTHEAST END OF A BRIDGE, CONTINUE EAST ON HIGHWAY 522
 KW2780'FOR 0.25 MILE TO A FIELD ROAD LEFT, TURN LEFT, NORTHERLY, ON
 KW2780'FIELD ROAD FOR 0.25 MILE TO POWER LINE RUNNING EAST AND WEST, TURN
 KW2780'LEFT, WEST, UPHILL, ON VERY STEEP BLADED ROAD UNDER POWER
 KW2780'LINE FOR 0.15 MILE TO STATION ON THE LEFT.
 KW2780'
 KW2780'THE STATION MARK IS 6 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 KW2780'TRACK ROAD, 4.6 FEET WEST OF POWER LINE POLE NO. BT
 KW2780'8-5, 3.3 FEET NORTHEAST OF A METAL WITNESS POST AND AT ABOUT THE SAME
 KW2780'LEVEL AS THE ROAD.  IT IS A STANDARD TRAVERSE DISK SET IN
 KW2780'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES AND STAMPED
 KW2780'BEAVER 1966.
 KW2780'
 KW2780'REFERENCE MARK NUMBER 1 IS 47.0 FEET NORTHEAST OF POWER LINE POLE NO.
 KW2780'BT 8-5, 9 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 KW2780'TRACK ROAD AND ABOUT 2 FEET LOWER THAN STATION.  IT IS A STANDARD
 KW2780'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 KW2780'PROJECTING 7 INCHES AND STAMPED BEAVER NO 1 1966.
 KW2780'
 KW2780'REFERENCE MARK NUMBER 2 IS 51.5 FEET WEST OF THE POWER LINE POLE, 6
 KW2780'FEET NORTH OF THE APPROXIMATE CENTER OF THE TRACK ROAD AND
 KW2780'AT ABOUT THE SAME ELEVATION AS THE STATION.  IT IS A STANDARD DISK
 KW2780'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING
 KW2780'2 INCHES AND STAMPED BEAVER NO 2 1966.
 KW2780'
 KW2780'AZI MK IS 62 FEET WEST OF THE APPROXIMATE CENTER OF A DRIVEWAY, 12.5
 KW2780'FEET NORTH OF THE CENTERLINE OF U.S.  HIGHWAY 522 AND
 KW2780'ABOUT 2 FEET LOWER THAN THE HIGHWAY.  IT IS A PENNSYLVANIA DEPARTMENT
 KW2780'OF HIGHWAYS DISK CEMENTED IN A DRILL HOLE IN THE WINGWALL OF
 KW2780'THE BRIDGE AND STAMPED BEAVER AZI MK 1966.
 KW2780
 KW2780                          STATION RECOVERY (1975)
 KW2780
 KW2780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KW2780'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 KW2780'AS DESCRIBED IN THE 1966 DESCRIPTION.
 KW2780'
 KW2780'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE ENE OF
 KW2780'BEAVERTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2682 ***********************************************************************
 LY2682  DESIGNATION -  BEAVER
 LY2682  PID         -  LY2682
 LY2682  STATE/COUNTY-  PA/PIKE
 LY2682  USGS QUAD   -  TWELVEMILE POND (1994)
 LY2682
 LY2682                         *CURRENT SURVEY CONTROL
 LY2682  ___________________________________________________________________
 LY2682* NAD 83(1992)-  41 13 17.89531(N)    075 04 53.96405(W)     ADJUSTED  
 LY2682* NAVD 88     -       431.     (meters)    1414.     (feet)  SCALED    
 LY2682  ___________________________________________________________________
 LY2682  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 LY2682  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 LY2682
 LY2682  HORZ ORDER  -  FIRST
 LY2682
 LY2682.The horizontal coordinates were established by classical geodetic methods
 LY2682.and adjusted by the National Geodetic Survey in June 2002..
 LY2682
 LY2682.The orthometric height was scaled from a topographic map.
 LY2682
 LY2682.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2682
 LY2682.The geoid height was determined by GEOID03.
 LY2682
 LY2682;                    North         East     Units Scale Factor Converg.
 LY2682;SPC PA N     -   120,604.557   823,704.086   MT  0.99996265   +1 45 54.8
 LY2682;SPC PA N     -   395,683.45  2,702,435.82   sFT  0.99996265   +1 45 54.8
 LY2682;UTM  18      - 4,563,364.625   493,155.604   MT  0.99960058   -0 03 13.7
 LY2682
 LY2682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2682!SPC PA N     -   0.99993750  x   0.99996265  =   0.99990016
 LY2682!UTM  18      -   0.99993750  x   0.99960058  =   0.99953811
 LY2682
 LY2682:                Primary Azimuth Mark                     Grid Az
 LY2682:SPC PA N     -  BEAVER AZ MK                             024 16 38.7
 LY2682:UTM  18      -  BEAVER AZ MK                             026 05 47.2
 LY2682
 LY2682|---------------------------------------------------------------------|
 LY2682| PID    Reference Object                     Distance      Geod. Az  |
 LY2682|                                                           dddmmss.s |
 LY2682| CB2730 BEAVER AZ MK                                       0260233.5 |
 LY2682| CB2731 BEAVER RM 1                          34.409 METERS 17253     |
 LY2682| LY2684 DANCING RIDGE FIRE TOWER            APPROX. 9.8 KM 2285845.5 |
 LY2682| CB2732 BEAVER RM 2                          29.618 METERS 25046     |
 LY2682|---------------------------------------------------------------------|
 LY2682
 LY2682                          SUPERSEDED SURVEY CONTROL
 LY2682
 LY2682  NAD 83(1996)-  41 13 17.89547(N)    075 04 53.96424(W) AD(       ) 1
 LY2682  NAD 83(1986)-  41 13 17.89616(N)    075 04 53.96549(W) AD(       ) 1
 LY2682  NAD 27      -  41 13 17.55500(N)    075 04 55.33500(W) AD(       ) 1
 LY2682
 LY2682.Superseded values are not recommended for survey control.
 LY2682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2682.See file dsdata.txt to determine how the superseded data were derived.
 LY2682
 LY2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL9315663365(NAD 83)
 LY2682_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2682
 LY2682  HISTORY     - Date     Condition        Report By
 LY2682  HISTORY     - 1940     MONUMENTED       CGS
 LY2682  HISTORY     - 20031123 GOOD             INDIV
 LY2682
 LY2682                          STATION DESCRIPTION
 LY2682
 LY2682'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RJS)
 LY2682'STATION IS LOCATED ABOUT 11 MILES WEST OF DINGMANS FERRY AND ABOUT 2
 LY2682'MILES SOUTH OF PORTERS LAKE ON STATE FOREST LAND ABOUT 60 YARDS
 LY2682'WEST OF STATE HIGHWAY 402.  THE MARK IS JUST EAST OF THE TOP OF A
 LY2682'SMALL KNOLL AND PROJECTS ABOUT 6 INCHES.  NOTES 1A AND 8A.
 LY2682'
 LY2682'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION IN A BOULDER ABOUT 14 BY
 LY2682'18 INCHES, PROJECTING 10 INCHES ABOVE THE GROUND.  NOTE 12C.
 LY2682'
 LY2682'REFERENCE MARK NO. 2 IS WEST OF THE STATION ON TOP OF THE KNOLL IN A
 LY2682'BOULDER ABOUT 4 FEET IN DIAMETER AND PROJECTS ABOUT 1 FOOT.  NOTE
 LY2682'12C.
 LY2682'
 LY2682'AZIMUTH MARK IS ABOUT 0.3 MILE NORTHEAST OF THE STATION, 18 FEET WEST
 LY2682'OF THE CENTERLINE OF STATE HIGHWAY 402.  IT PROJECTS ABOUT 2
 LY2682'INCHES ABOVE THE GROUND.  NOTE 11A.
 LY2682'
 LY2682'REACHED FROM MILFORD BY GOING SOUTH ON U.S. HIGHWAY 209 FOR 8.3 MILES
 LY2682'TO A PAVED ROAD RIGHT AT THE HIGH FALLS HOTEL ON THE NORTH EDGE OF
 LY2682'DINGMANS FERRY THEN LEAVE HIGHWAY 209, TURN RIGHT ON THIS PAVED ROAD
 LY2682'FOR 1.2 MILES TO A FORK, THEN LEFT FORK WESTERLY ON MAIN
 LY2682'PAVED-AND-DIRT ROAD FOR 12.0 MILES TO A T-JUNCTION WITH STATE HIGHWAY
 LY2682'402, THENCE TURN LEFT ON HIGHWAY 402 AND GO 2.35 MILES TO A
 LY2682'TRIANGLE BLAZE ON TELEPHONE POLE TO THE RIGHT, ANOTHER ON A 16-INCH
 LY2682'PINE TREE TO THE RIGHT.  FROM THESE BLAZES GO BACK NORTH FOR 20
 LY2682'PACES ALONG ROAD, THEN GO WEST THROUGH TIMBER ALONG BLAZES (TWO CUT
 LY2682'NOTCHES ON TREES) FOR ABOUT 80 YARDS TO THE TOP OF A SMALL KNOLL AND
 LY2682'STATION SITE NEAR A TRIANGLE BLAZE ON THE EAST SIDE OF A 6-INCH OAK
 LY2682'TREE.
 LY2682'
 LY2682'HEIGHT OF LIGHT ABOVE STATION MARK-22 METERS.
 LY2682
 LY2682                          STATION RECOVERY (2003)
 LY2682
 LY2682'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JKM)
 LY2682' 
 LY2682'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LY2682'CONDITION.
 LY2682' 
 LY2682'THE AZIMUTH MARK WAS FOUND IN POOR CONDITION WITH ITS SETTING
 LY2682'DISTURBED.  THE MONUMENT HAS BEEN PARTIALLY UPROOTED AS IF STRUCK BY A
 LY2682'PLOW, AND IT LIES TIPPED AT A SEVERE ANGLE THOUGH IT IS STILL EMBEDDED
 LY2682'IN THE GROUND.
 LY2682'ITS APPROXIMATE LOCATION IS N41*13'30'' W075*04'46'' AS DETERMINED BY
 LY2682'A GARMIN GPSMAP76 RECEIVER WITH ACTIVE REMOTE ANTENNA.  (THIS LOCATION
 LY2682'IS APPROXIMATELY 87 FEET NORTHEAST OF PPL POWERLINE POLE 19041
 LY2682'73415/39661.)
 LY2682' 
 LY2682'TRIANGLE BLAZES WERE NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0059 ***********************************************************************
 KY0059  DESIGNATION -  BEAVER FALLS DEPOT
 KY0059  PID         -  KY0059
 KY0059  STATE/COUNTY-  PA/BEAVER
 KY0059  USGS QUAD   -  BEAVER FALLS (1990)
 KY0059
 KY0059                         *CURRENT SURVEY CONTROL
 KY0059  ___________________________________________________________________
 KY0059* NAD 83(1986)-  40 45 04.     (N)    080 19 29.     (W)     SCALED    
 KY0059* NAVD 88     -       240.506  (meters)     789.06   (feet)  ADJUSTED  
 KY0059  ___________________________________________________________________
 KY0059  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 KY0059  DYNAMIC HT  -         240.385 (meters)     788.66  (feet)  COMP
 KY0059  MODELED GRAV-     980,117.4   (mgal)                       NAVD 88
 KY0059
 KY0059  VERT ORDER  -  FIRST     CLASS I
 KY0059
 KY0059.The horizontal coordinates were scaled from a topographic map and have
 KY0059.an estimated accuracy of +/- 6 seconds.
 KY0059
 KY0059.The orthometric height was determined by differential leveling
 KY0059.and adjusted by the National Geodetic Survey in June 1991..
 KY0059
 KY0059.The geoid height was determined by GEOID03.
 KY0059
 KY0059.The dynamic height is computed by dividing the NAVD 88
 KY0059.geopotential number by the normal gravity value computed on the
 KY0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0059.degrees latitude (g = 980.6199 gals.).
 KY0059
 KY0059.The modeled gravity was interpolated from observed gravity values.
 KY0059
 KY0059;                    North         East    Units  Estimated Accuracy
 KY0059;SPC PA S     -   160,600.      382,600.      MT  (+/- 180 meters Scaled)
 KY0059
 KY0059                          SUPERSEDED SURVEY CONTROL
 KY0059
 KY0059  NGVD 29 (??/??/92)  240.625  (m)          789.45   (f) ADJ UNCH    1 1
 KY0059
 KY0059.Superseded values are not recommended for survey control.
 KY0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0059.See file dsdata.txt to determine how the superseded data were derived.
 KY0059
 KY0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF570113(NAD 83)
 KY0059_MARKER: Q = CHISELED SQUARE
 KY0059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0059_SP_SET: DOOR DILL
 KY0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0059
 KY0059  HISTORY     - Date     Condition        Report By
 KY0059  HISTORY     - UNK      MONUMENTED       CGS
 KY0059  HISTORY     - 1966     GOOD             NGS
 KY0059
 KY0059                          STATION DESCRIPTION
 KY0059
 KY0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY0059'AT BEAVER FALLS.
 KY0059'AT BEAVER FALLS, AT PENNSYLVANIA RAILROAD STATION, ABOUT 0.2
 KY0059'MILE NORTH OF MILEPOST P 30, A 2-INCH OUTLINED SQUARE ON TOP OF
 KY0059'THE SOUTHEAST CORNER OF THE DOORSILL OF THE EAST ENTRANCE OF
 KY0059'THE STATION, 25 FEET WEST OF THE WEST RAIL OF THE WEST TRACK,
 KY0059'AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2216 ***********************************************************************
 KX2216  DESIGNATION -  BEAVERTOWN
 KX2216  PID         -  KX2216
 KX2216  STATE/COUNTY-  PA/HUNTINGDON
 KX2216  USGS QUAD   -  ENTRIKEN (1984)
 KX2216
 KX2216                         *CURRENT SURVEY CONTROL
 KX2216  ___________________________________________________________________
 KX2216* NAD 83(1992)-  40 21 57.31902(N)    078 12 34.63744(W)     ADJUSTED  
 KX2216* NAVD 88     -       362.80   (+/-2cm)    1190.3    (feet)  VERTCON   
 KX2216  ___________________________________________________________________
 KX2216  LAPLACE CORR-          -5.11  (seconds)                    DEFLEC99
 KX2216  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KX2216
 KX2216  HORZ ORDER  -  FIRST
 KX2216  VERT ORDER  -  THIRD ? (See Below)
 KX2216
 KX2216.The horizontal coordinates were established by classical geodetic methods
 KX2216.and adjusted by the National Geodetic Survey in June 2002..
 KX2216
 KX2216.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2216.The vertical order pertains to the NGVD 29 superseded value.
 KX2216
 KX2216.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2216
 KX2216.The geoid height was determined by GEOID03.
 KX2216
 KX2216;                    North         East     Units Scale Factor Converg.
 KX2216;SPC PA S     -   114,754.859   560,963.168   MT  0.99996059   -0 17 53.5
 KX2216;SPC PA S     -   376,491.57  1,840,426.66   sFT  0.99996059   -0 17 53.5
 KX2216;UTM  17      - 4,472,110.439   736,924.869   MT  1.00029103   +1 48 29.1
 KX2216
 KX2216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2216!SPC PA S     -   0.99994831  x   0.99996059  =   0.99990890
 KX2216!UTM  17      -   0.99994831  x   1.00029103  =   1.00023933
 KX2216
 KX2216:                Primary Azimuth Mark                     Grid Az
 KX2216:SPC PA S     -  BLAIR COUNTY AP BEACON 24 A              233 25 19.8
 KX2216:UTM  17      -  BLAIR COUNTY AP BEACON 24 A              231 18 57.2
 KX2216
 KX2216|---------------------------------------------------------------------|
 KX2216| PID    Reference Object                     Distance      Geod. Az  |
 KX2216|                                                           dddmmss.s |
 KX2216| KX2241 BLAIR COUNTY AP BEACON 24 A         APPROX.11.6 KM 2330726.3 |
 KX2216| CK6593 BEAVERTOWN RM 1                      11.668 METERS 25005     |
 KX2216| CK6592 BEAVERTOWN AZ MK                                   2860012.1 |
 KX2216| CK6594 BEAVERTOWN RM 2                      19.721 METERS 34836     |
 KX2216|---------------------------------------------------------------------|
 KX2216
 KX2216                          SUPERSEDED SURVEY CONTROL
 KX2216
 KX2216  NAD 83(1986)-  40 21 57.32401(N)    078 12 34.64871(W) AD(       ) 1
 KX2216  NAD 27      -  40 21 57.05500(N)    078 12 35.61700(W) AD(       ) 1
 KX2216  NGVD 29 (07/19/86)  362.98   (m)         1190.9    (f) LEVELING    3  
 KX2216
 KX2216.Superseded values are not recommended for survey control.
 KX2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2216.See file dsdata.txt to determine how the superseded data were derived.
 KX2216
 KX2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE3692572110(NAD 83)
 KX2216_MARKER: DB = BENCH MARK DISK
 KX2216_SETTING: 66 = SET IN ROCK OUTCROP
 KX2216_SP_SET: PARTIALLY EXPOSED BEDROCK
 KX2216
 KX2216  HISTORY     - Date     Condition        Report By
 KX2216  HISTORY     - 1941     MONUMENTED       USGS
 KX2216  HISTORY     - 1975     MARK NOT FOUND   PADT
 KX2216
 KX2216                          STATION DESCRIPTION
 KX2216
 KX2216'DESCRIBED BY US GEOLOGICAL SURVEY 1941 (GWL)
 KX2216'THE STATION IS ABOUT 6.5 MILES S OF WILLIAMSBURG, ON THE SUMMIT OF A
 KX2216'LONG TIMBERED RIDGE LOCALLY KNOWN AS TUSSEY MOUNTAIN, AND ON
 KX2216'LAND OWNED BY THE PENNSYLVANIA STATE GAME COMMISSION.  IT IS A
 KX2216'STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK SET IN BEDROCK ABOUT 2
 KX2216'FEET WIDE AND 6 FEET LONG, AND PROJECTS 8 INCHES.  THERE ARE NO
 KX2216'STAMPINGS ON THE DISK.
 KX2216'
 KX2216'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN CONCRETE IN A
 KX2216'DEPRESSION IN BEDROCK ABOUT 1 FOOT WIDE AND 2 FEET LONG AND
 KX2216'PROJECTS 1 FOOT, AND IS STAMPED BEAVERTOWN (USGS) NO 1 1941.
 KX2216'
 KX2216'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN CONCRETE IN A
 KX2216'DEPRESSION IN BEDROCK FLUSH WITH THE GROUND, 18 FEET W OF THE WOODS
 KX2216'ROAD, AND IS STAMPED BEAVERTOWN (USGS) NO. 2 1941.
 KX2216'
 KX2216'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF A CONCRETE
 KX2216'POST, 53 FEET NE OF THE NE CORNER OF THE BRICK CHURCH, 48 FEET
 KX2216'S OF THE CENTER OF A DIRT ROAD.  IT IS STAMPED BEAVERTOWN (USGS) 1941
 KX2216'AND PROJECTS 6 INCHES.
 KX2216'
 KX2216'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN WILLIAMSBURG, GO S ON
 KX2216'STATE HIGHWAY 866 FOR 0.2 MILE, TURN LEFT 1 BLOCK, THENCE RIGHT ON
 KX2216'MACADAM ROAD FOR 6.65 MILES, TO A BRICK CHURCH ON THE LEFT AND A SIDE
 KX2216'ROAD BETWEEN THE CHURCH AND GRAVEYARD.  (TURN LEFT AND GO 0.05
 KX2216'MILE TO THE AZIMUTH MARK ON THE RIGHT.) TURN LEFT AND GO 0.85 MILE
 KX2216'TO A Y THENCE LEFT FORK AND CONTINUE STRAIGHT AHEAD FOR 0.1 MILE
 KX2216'TO A Y IMMEDIATELY AFTER CROSSING A SMALL WOODEN BRIDGE, CONTINUE ON
 KX2216'RIGHT FORK FOR 0.05 MILE TO A SINGLE POLE GATE AND ENTRANCE TO THE
 KX2216'PENNSYLVANIA GAME REFUGE, CONTINUE THROUGH THE GATE AND UP THE
 KX2216'RIDGE FOR 0.75 MILE TO A Y JUST AFTER MAKING A LEFT TURN AROUND A
 KX2216'FENCE, KEEP LEFT FORK AND CONTINUE STRAIGHT AHEAD FOR 0.65 MILE TO
 KX2216'ANOTHER POLE GATE ON THE RIGHT AT A SHARP RIGHT TURN, TURN SHARP
 KX2216'RIGHT AND FOLLOW A DIM WOODS ROAD IN A SOUTHERLY DIRECTION FOR
 KX2216'0.5 MILE TO THE STATION ON THE LEFT SIDE OF THE ROAD.
 KX2216'
 KX2216'A 37-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATION BROAD TOP.
 KX2216'A 37-FOOT TOWER
 KX2216'WILL SEE A 10-FOOT LIGHT AT STATION SAXTON.
 KX2216'A 10-FOOT STAND WILL SEE AN
 KX2216'87-FOOT LIGHT AT STATION BRUSH.
 KX2216'A 37-FOOT TOWER WILL SEE A 4-FOOT LIGHT AT
 KX2216'STATION HICKS (U.S.G.S.).
 KX2216'
 KX2216'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 KX2216
 KX2216                          STATION RECOVERY (1975)
 KX2216
 KX2216'RECOVERY NOTE BY PA DEPT OF TRANSP 1975 (PBH)
 KX2216'U.S.G.S BEAVERTOWN (1941) (AZI) RECOVERED GOOD.  FOUND AS
 KX2216'DESCRIBED.
 KX2216'
 KX2216'U.S.G.S BEAVERTOWN (1941) DID NOT LOOK FOR.
 KX2216'
 KX2216'DISTANCE AND DIRECTION FROM NEAREST TOWN--BEAVERTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1321 ***********************************************************************
 MA1321  DESIGNATION -  BECHTEL
 MA1321  PID         -  MA1321
 MA1321  STATE/COUNTY-  PA/VENANGO
 MA1321  USGS QUAD   -  EMLENTON (1979)
 MA1321
 MA1321                         *CURRENT SURVEY CONTROL
 MA1321  ___________________________________________________________________
 MA1321* NAD 83(1992)-  41 11 07.74809(N)    079 40 36.46897(W)     ADJUSTED  
 MA1321* NAVD 88     -       381.330  (meters)    1251.08   (feet)  ADJUSTED  
 MA1321  ___________________________________________________________________
 MA1321  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 MA1321  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 MA1321  DYNAMIC HT  -         381.156 (meters)    1250.51  (feet)  COMP
 MA1321  MODELED GRAV-     980,157.2   (mgal)                       NAVD 88
 MA1321
 MA1321  HORZ ORDER  -  SECOND
 MA1321  VERT ORDER  -  SECOND    CLASS 0
 MA1321
 MA1321.The horizontal coordinates were established by classical geodetic methods
 MA1321.and adjusted by the National Geodetic Survey in June 2002..
 MA1321
 MA1321.The orthometric height was determined by differential leveling
 MA1321.and adjusted by the National Geodetic Survey in June 1991..
 MA1321
 MA1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1321
 MA1321.The geoid height was determined by GEOID03.
 MA1321
 MA1321.The dynamic height is computed by dividing the NAVD 88
 MA1321.geopotential number by the normal gravity value computed on the
 MA1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1321.degrees latitude (g = 980.6199 gals.).
 MA1321
 MA1321.The modeled gravity was interpolated from observed gravity values.
 MA1321
 MA1321;                    North         East     Units Scale Factor Converg.
 MA1321;SPC PA N     -   114,941.472   438,362.894   MT  0.99996499   -1 16 28.7
 MA1321;SPC PA N     -   377,103.81  1,438,195.59   sFT  0.99996499   -1 16 28.7
 MA1321;SPC PA S     -   207,427.550   438,349.981   MT  1.00004173   -1 15 00.3
 MA1321;SPC PA S     -   680,535.22  1,438,153.23   sFT  1.00004173   -1 15 00.3
 MA1321;UTM  17      - 4,560,191.941   610,972.175   MT  0.99975156   +0 52 17.1
 MA1321
 MA1321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1321!SPC PA N     -   0.99994541  x   0.99996499  =   0.99991041
 MA1321!SPC PA S     -   0.99994541  x   1.00004173  =   0.99998714
 MA1321!UTM  17      -   0.99994541  x   0.99975156  =   0.99969699
 MA1321
 MA1321|---------------------------------------------------------------------|
 MA1321| PID    Reference Object                     Distance      Geod. Az  |
 MA1321|                                                           dddmmss.s |
 MA1321| MA1320 BECHTEL RM 1                         17.023 METERS 07411     |
 MA1321| MA2035 KAHLE                               APPROX. 2.3 KM 0885949.3 |
 MA1321| CX3221 BECHTEL AZ MK                                      1451047.0 |
 MA1321| MA1322 BECHTEL RM 2                         30.596 METERS 22443     |
 MA1321|---------------------------------------------------------------------|
 MA1321
 MA1321                          SUPERSEDED SURVEY CONTROL
 MA1321
 MA1321  NAD 83(1986)-  41 11 07.75112(N)    079 40 36.47129(W) AD(       ) 2
 MA1321  NAD 27      -  41 11 07.52730(N)    079 40 37.30550(W) AD(       ) 2
 MA1321  NGVD 29 (??/??/92)  381.499  (m)         1251.63   (f) ADJ UNCH    2 0
 MA1321
 MA1321.Superseded values are not recommended for survey control.
 MA1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1321.See file dsdata.txt to determine how the superseded data were derived.
 MA1321
 MA1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF1097260192(NAD 83)
 MA1321_MARKER: DS = TRIANGULATION STATION DISK
 MA1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1321_STAMPING: BECHTEL 1958
 MA1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1321+STABILITY: SURFACE MOTION
 MA1321
 MA1321  HISTORY     - Date     Condition        Report By
 MA1321  HISTORY     - 1958     MONUMENTED       CGS
 MA1321  HISTORY     - 1958     GOOD             CGS
 MA1321  HISTORY     - 1977     GOOD             PADT
 MA1321  HISTORY     - 1978     GOOD             NGS
 MA1321  HISTORY     - 1978     GOOD             NGS
 MA1321  HISTORY     - 1980     GOOD             LOCENG
 MA1321  HISTORY     - 1991     GOOD             PADT
 MA1321
 MA1321                          STATION DESCRIPTION
 MA1321
 MA1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 MA1321'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAYS NUMBERED 38,
 MA1321'238 AND 378, JUST NORTH OF THE VENANGO-CLARION COUNTY LINE, IN
 MA1321'THE SOUTHEAST CORNER OF A FARMYARD, ABOUT 2 MILES NORTHWEST OF SAINT
 MA1321'PETERSBURG AND 1-1/2 MILES EAST OF EMLENTON.  IT IS 147 FEET NORTH
 MA1321'OF THE NORTHEAST CORNER OF A FARMHOUSE, 85 FEET NORTHWEST OF THE
 MA1321'INTERSECTION OF STATE HIGHWAY 378, 57 FEET WEST OF THE CENTER OF
 MA1321'STATE HIGHWAY NUMBERED 38 AND 238, 18 FEET NORTHEAST OF A 12-INCH
 MA1321'MAPLE TREE AND 17 FEET SOUTH OF A TRACK ROAD.
 MA1321'
 MA1321'TO REACH THE STATION FROM THE POST OFFICE AT THE INTERSECTION OF
 MA1321'FIFTH STREET AND MAIN STREET ON STATE HIGHWAYS NUMBERED 38 AND 238 IN
 MA1321'EMLENTON, GO EAST ON STATE HIGHWAYS NUMBERED 38 AND 238 FOR 2.1 MILES
 MA1321'TO THE JUNCTION OF STATE HIGHWAY NUMBER 378 AND STATE HIGHWAY 38
 MA1321'AND STATE HIGHWAY 238 AND THE STATION ON THE LEFT HAND SIDE OF THE
 MA1321'HIGHWAY AS DESCRIBED.
 MA1321'
 MA1321'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH-SOUTHEAST ON
 MA1321'STATE HIGHWAY 378 FOR 0.17 MILE TO THE MARK ON THE RIGHT HAND
 MA1321'SIDE OF THE HIGHWAY AS DESCRIBED.
 MA1321'
 MA1321'THE STATION MARK, A STANDARD DISK STAMPED BECHTEL 1958, IS SET IN THE
 MA1321'TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE
 MA1321'GROUND.
 MA1321'
 MA1321'REFERENCE MARK NO 1, A STANDARD DISK STAMPED BECHTEL NO 1 1958, IS
 MA1321'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 MA1321'ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 38 FEET WEST
 MA1321'OF THE CENTER OF STATE HIGHWAY NUMBERED 38 AND 238, 28 FEET NORTH
 MA1321'OF A TRACK ROAD AND 1 FOOT WEST OF TELEPHONE POLE NUMBER PT 1.
 MA1321'
 MA1321'REFERENCE MARK NO 2, A STANDARD DISK STAMPED BECHTEL NO 2 1958, IS
 MA1321'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 MA1321'SURFACE OF THE GROUND.  IT IS 86.6 FEET NORTHEAST OF THE NORTHEAST
 MA1321'CORNER OF A FARMHOUSE, 53 FEET NORTH OF THE CENTER OF A DRIVEWAY, 37
 MA1321'FEET WEST OF THE CENTER OF STATE HIGHWAY NUMBERED 38 AND 238 AND 1
 MA1321'FOOT EAST OF TELEPHONE POLE NUMBER 25 PT 83.
 MA1321'
 MA1321'THE AZIMUTH MARK, A STANDARD DISK STAMPED BECHTEL 1958, IS SET IN A
 MA1321'DRILL HOLE WITH CONCRETE IN THE TOP OF A LARGE BOULDER
 MA1321'PROJECTING ABOUT 18 INCHES ON THE NORTHWEST SIDE.  IT IS 27 FEET
 MA1321'SOUTH OF THE CENTER OF STATE HIGHWAY 378, 15 FEET EAST-SOUTHEAST
 MA1321'OF TELEPHONE POLE NUMBER PT 89 AND 7 FEET SOUTH OF A WHITE WITNESS
 MA1321'POST.
 MA1321
 MA1321                          STATION RECOVERY (1958)
 MA1321
 MA1321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 MA1321'2.1 MI NE FROM EMLENTON.
 MA1321'ABOUT 2.1 MILES NORTHEAST ALONG STATE HIGHWAY 38 FROM THE
 MA1321'RAILROAD STATION AT EMLENTON.  IN THE NORTHEAST CORNER OF A FARM
 MA1321'YARD, 17 FEET SOUTH OF A TRACK ROAD, 57 FEET WEST OF CENTER OF
 MA1321'THE HIGHWAY AND 147 FEET NORTH OF NORTHEAST CORNER OF THE FARM
 MA1321'HOUSE.  A TRIANGULATION STATION DISK IN THE TOP OF A 12-INCH
 MA1321'CONCRETE POST FLUSH WITH THE GROUND.
 MA1321
 MA1321                          STATION RECOVERY (1977)
 MA1321
 MA1321'RECOVERY NOTE BY PA DEPT OF TRANSP 1977
 MA1321'BECHTEL RECOVERED GOOD.
 MA1321'
 MA1321'RM NO 1 RECOVERED GOOD.
 MA1321'
 MA1321'RM NO 2 RECOVERED GOOD.
 MA1321'
 MA1321'FOUND AS DESCRIBED.
 MA1321'
 MA1321'AZIMUTH MARK IS DESTROYED.
 MA1321'
 MA1321'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES NE OF
 MA1321'EMLENTON.
 MA1321
 MA1321                          STATION RECOVERY (1978)
 MA1321
 MA1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 MA1321'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND IN
 MA1321'GOOD CONDITION AS PREVIOUSLY DESCRIBED.  THE AZIMUTH MARK WAS
 MA1321'DESTROYED BY INTERSTATE HIGHWAY 80. THERE IS NO SUITABLE LOCATION
 MA1321'TO SET A NEW AZIMUTH MARK.  A NEW WITNESS POST WAS SET 1.7 FEET
 MA1321'NORTHEAST OF THE STATION MARK.
 MA1321
 MA1321                          STATION RECOVERY (1978)
 MA1321
 MA1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 MA1321'RECOVERED IN GOOD CONDITION.
 MA1321
 MA1321                          STATION RECOVERY (1980)
 MA1321
 MA1321'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (MPG)
 MA1321'BECHTEL 1958 RECOVERED GOOD.
 MA1321'
 MA1321'AZIMUTH DESTROYED BY I-80.
 MA1321'
 MA1321'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES EAST OF
 MA1321'OF EMLENTON.
 MA1321
 MA1321                          STATION RECOVERY (1991)
 MA1321
 MA1321'RECOVERY NOTE BY PA DEPT OF TRANSP 1991 (AL)
 MA1321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1320 ***********************************************************************
 MA1320  DESIGNATION -  BECHTEL RM 1
 MA1320  PID         -  MA1320
 MA1320  STATE/COUNTY-  PA/VENANGO
 MA1320  USGS QUAD   -  EMLENTON (1979)
 MA1320
 MA1320                         *CURRENT SURVEY CONTROL
 MA1320  ___________________________________________________________________
 MA1320* NAD 83(1986)-  41 11 07.     (N)    079 40 36.     (W)     SCALED    
 MA1320* NAVD 88     -       380.253  (meters)    1247.55   (feet)  ADJUSTED  
 MA1320  ___________________________________________________________________
 MA1320  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 MA1320  DYNAMIC HT  -         380.080 (meters)    1246.98  (feet)  COMP
 MA1320  MODELED GRAV-     980,157.2   (mgal)                       NAVD 88
 MA1320
 MA1320  VERT ORDER  -  SECOND    CLASS 0
 MA1320
 MA1320.The horizontal coordinates were scaled from a topographic map and have
 MA1320.an estimated accuracy of +/- 6 seconds.
 MA1320
 MA1320.The orthometric height was determined by differential leveling
 MA1320.and adjusted by the National Geodetic Survey in June 1991..
 MA1320
 MA1320.The geoid height was determined by GEOID03.
 MA1320
 MA1320.The dynamic height is computed by dividing the NAVD 88
 MA1320.geopotential number by the normal gravity value computed on the
 MA1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1320.degrees latitude (g = 980.6199 gals.).
 MA1320
 MA1320.The modeled gravity was interpolated from observed gravity values.
 MA1320
 MA1320;                    North         East    Units  Estimated Accuracy
 MA1320;SPC PA N     -   114,920.      438,370.      MT  (+/- 180 meters Scaled)
 MA1320
 MA1320                          SUPERSEDED SURVEY CONTROL
 MA1320
 MA1320  NGVD 29 (??/??/92)  380.422  (m)         1248.10   (f) ADJ UNCH    2 0
 MA1320
 MA1320.Superseded values are not recommended for survey control.
 MA1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1320.See file dsdata.txt to determine how the superseded data were derived.
 MA1320
 MA1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF109601(NAD 83)
 MA1320_MARKER: DR = REFERENCE MARK DISK
 MA1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1320_STAMPING: BECHTEL NO 1 1958
 MA1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1320+STABILITY: SURFACE MOTION
 MA1320
 MA1320  HISTORY     - Date     Condition        Report By
 MA1320  HISTORY     - 1958     MONUMENTED       CGS
 MA1320  HISTORY     - 1978     GOOD             NGS
 MA1320
 MA1320                          STATION DESCRIPTION
 MA1320
 MA1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA1320'2.1 MI NE FROM EMLENTON.
 MA1320'ABOUT 2.1 MILES NORTHEAST ALONG STATE HIGHWAY 38 FROM THE
 MA1320'RAILROAD STATION AT EMLENTON.  1 FOOT WEST OF TELEPHONE POLE NO.
 MA1320'PT 1, 28 FEET NORTH OF A TRACK ROAD AND 38 FEET WEST OF CENTER
 MA1320'OF THE HIGHWAY.  A TRIANGULATION STATION REFERENCE DISK IN THE
 MA1320'TOP OF A 12-INCH CONCRETE POST PROJECTING 4-INCHES ABOVE GROUND.
 MA1320
 MA1320                          STATION RECOVERY (1978)
 MA1320
 MA1320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 MA1320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1322 ***********************************************************************
 MA1322  DESIGNATION -  BECHTEL RM 2
 MA1322  PID         -  MA1322
 MA1322  STATE/COUNTY-  PA/VENANGO
 MA1322  USGS QUAD   -  EMLENTON (1979)
 MA1322
 MA1322                         *CURRENT SURVEY CONTROL
 MA1322  ___________________________________________________________________
 MA1322* NAD 83(1986)-  41 11 07.     (N)    079 40 36.     (W)     SCALED    
 MA1322* NAVD 88     -       380.392  (meters)    1248.00   (feet)  ADJUSTED  
 MA1322  ___________________________________________________________________
 MA1322  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 MA1322  DYNAMIC HT  -         380.219 (meters)    1247.44  (feet)  COMP
 MA1322  MODELED GRAV-     980,157.2   (mgal)                       NAVD 88
 MA1322
 MA1322  VERT ORDER  -  SECOND    CLASS 0
 MA1322
 MA1322.The horizontal coordinates were scaled from a topographic map and have
 MA1322.an estimated accuracy of +/- 6 seconds.
 MA1322
 MA1322.The orthometric height was determined by differential leveling
 MA1322.and adjusted by the National Geodetic Survey in June 1991..
 MA1322
 MA1322.The geoid height was determined by GEOID03.
 MA1322
 MA1322.The dynamic height is computed by dividing the NAVD 88
 MA1322.geopotential number by the normal gravity value computed on the
 MA1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1322.degrees latitude (g = 980.6199 gals.).
 MA1322
 MA1322.The modeled gravity was interpolated from observed gravity values.
 MA1322
 MA1322;                    North         East    Units  Estimated Accuracy
 MA1322;SPC PA N     -   114,920.      438,370.      MT  (+/- 180 meters Scaled)
 MA1322
 MA1322                          SUPERSEDED SURVEY CONTROL
 MA1322
 MA1322  NGVD 29 (??/??/92)  380.561  (m)         1248.56   (f) ADJ UNCH    2 0
 MA1322
 MA1322.Superseded values are not recommended for survey control.
 MA1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1322.See file dsdata.txt to determine how the superseded data were derived.
 MA1322
 MA1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF109601(NAD 83)
 MA1322_MARKER: DR = REFERENCE MARK DISK
 MA1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1322_STAMPING: BECHTEL NO 2 1958
 MA1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1322+STABILITY: SURFACE MOTION
 MA1322
 MA1322  HISTORY     - Date     Condition        Report By
 MA1322  HISTORY     - 1958     MONUMENTED       CGS
 MA1322  HISTORY     - 1978     GOOD             NGS
 MA1322
 MA1322                          STATION DESCRIPTION
 MA1322
 MA1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA1322'2.1 MI NE FROM EMLENTON.
 MA1322'ABOUT 2.1 MILES NORTHEAST ALONG STATE HIGHWAY 38 FROM THE
 MA1322'RAILROAD STATION AT EMLENTON.  1 FOOT EAST OF TELEPHONE POLE NO.
 MA1322'25 T, 37 FEET WEST OF CENTER OF THE HIGHWAY AND 87 FEET NORTHEAST
 MA1322'OF NORTHEAST CORNER OF THE HOUSE.  A TRIANGULATION STATION
 MA1322'REFERENCE DISK IN THE TOP OF A 12-INCH CONCRETE POST ABOUT FLUSH
 MA1322'WITH THE GROUND.
 MA1322
 MA1322                          STATION RECOVERY (1978)
 MA1322
 MA1322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 MA1322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2321 ***********************************************************************
 KX2321  DESIGNATION -  BECK
 KX2321  PID         -  KX2321
 KX2321  STATE/COUNTY-  PA/CLEARFIELD
 KX2321  USGS QUAD   -  WESTOVER (1994)
 KX2321
 KX2321                         *CURRENT SURVEY CONTROL
 KX2321  ___________________________________________________________________
 KX2321* NAD 83(1992)-  40 49 21.74251(N)    078 44 22.79044(W)     ADJUSTED  
 KX2321* NAVD 88     -       561.     (meters)    1841.     (feet)  SCALED    
 KX2321  ___________________________________________________________________
 KX2321  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 KX2321  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KX2321
 KX2321  HORZ ORDER  -  THIRD
 KX2321
 KX2321.The horizontal coordinates were established by classical geodetic methods
 KX2321.and adjusted by the National Geodetic Survey in June 2002..
 KX2321
 KX2321.The orthometric height was scaled from a topographic map.
 KX2321
 KX2321.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2321
 KX2321.The geoid height was determined by GEOID03.
 KX2321
 KX2321;                    North         East     Units Scale Factor Converg.
 KX2321;SPC PA N     -    73,332.974   516,512.671   MT  1.00001034   -0 39 16.9
 KX2321;SPC PA N     -   240,593.27  1,694,591.99   sFT  1.00001034   -0 39 16.9
 KX2321;UTM  17      - 4,521,534.677   690,613.471   MT  1.00004722   +1 28 41.1
 KX2321
 KX2321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2321!SPC PA N     -   0.99991713  x   1.00001034  =   0.99992747
 KX2321!UTM  17      -   0.99991713  x   1.00004722  =   0.99996435
 KX2321
 KX2321:                Primary Azimuth Mark                     Grid Az
 KX2321:SPC PA N     -  PATTERSON                                076 40 13.6
 KX2321:UTM  17      -  PATTERSON                                074 32 15.6
 KX2321
 KX2321|---------------------------------------------------------------------|
 KX2321| PID    Reference Object                     Distance      Geod. Az  |
 KX2321|                                                           dddmmss.s |
 KX2321| KX2318 PATTERSON                           APPROX.10.7 KM 0760056.7 |
 KX2321|---------------------------------------------------------------------|
 KX2321
 KX2321                          SUPERSEDED SURVEY CONTROL
 KX2321
 KX2321  NAD 83(1986)-  40 49 21.74577(N)    078 44 22.79626(W) AD(       ) 3
 KX2321  NAD 27      -  40 49 21.52194(N)    078 44 23.69955(W) AD(       ) 3
 KX2321
 KX2321.Superseded values are not recommended for survey control.
 KX2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2321.See file dsdata.txt to determine how the superseded data were derived.
 KX2321
 KX2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF9061321535(NAD 83)
 KX2321_MARKER: DD = SURVEY DISK
 KX2321_SETTING: 0 = UNSPECIFIED SETTING
 KX2321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX2321
 KX2321  HISTORY     - Date     Condition        Report By
 KX2321  HISTORY     - 1901     MONUMENTED       USGS
 KX2321
 KX2321                          STATION DESCRIPTION
 KX2321
 KX2321'DESCRIBED BY US GEOLOGICAL SURVEY 1901
 KX2321'ON CULTIVATED KNOB IN BURNSIDE TOWNSHIP, 2.0 MI W. OF NEW WASHINGTON,
 KX2321'5.5 MI S. OF MAHEFFEY, ON LAND OWNED BY MR. BECK, WHO LIVES ON SW.
 KX2321'SIDE OF KNOB.  VIEW CUT OFF BY FRINGE OF TIMBER ON N. SIDE OF HILL,
 KX2321'FINE VIEW IN OTHER DIRECTIONS.
 KX2321'
 KX2321'STATION MARK, A SANDSTONE POST 32 BY 6 BY 6 IN., SET 30 IN. GROUND,
 KX2321'IN CENTER OF TOP OF WHICH IS CEMENTED A TRIANGULATION DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2235 ***********************************************************************
 MA2235  DESIGNATION -  BECK
 MA2235  PID         -  MA2235
 MA2235  STATE/COUNTY-  PA/ELK
 MA2235  USGS QUAD   -  WEEDVILLE (1986)
 MA2235
 MA2235                         *CURRENT SURVEY CONTROL
 MA2235  ___________________________________________________________________
 MA2235* NAD 83(1992)-  41 19 03.97390(N)    078 29 57.40774(W)     ADJUSTED  
 MA2235* NAVD 88     -       577.8    (meters)    1896.     (feet)  VERTCON   
 MA2235  ___________________________________________________________________
 MA2235  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 MA2235  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 MA2235
 MA2235  HORZ ORDER  -  THIRD
 MA2235
 MA2235.The horizontal coordinates were established by classical geodetic methods
 MA2235.and adjusted by the National Geodetic Survey in June 2002..
 MA2235
 MA2235.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2235
 MA2235.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2235
 MA2235.The geoid height was determined by GEOID03.
 MA2235
 MA2235;                    North         East     Units Scale Factor Converg.
 MA2235;SPC PA N     -   128,105.634   537,266.332   MT  0.99995835   -0 29 44.4
 MA2235;SPC PA N     -   420,293.23  1,762,681.29   sFT  0.99995835   -0 29 44.4
 MA2235;UTM  17      - 4,577,050.390   709,309.697   MT  1.00013920   +1 39 06.0
 MA2235
 MA2235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2235!SPC PA N     -   0.99991440  x   0.99995835  =   0.99987275
 MA2235!UTM  17      -   0.99991440  x   1.00013920  =   1.00005359
 MA2235
 MA2235|---------------------------------------------------------------------|
 MA2235| PID    Reference Object                     Distance      Geod. Az  |
 MA2235|                                                           dddmmss.s |
 MA2235| CK6600 BECK RM 2                             9.400 METERS 09818     |
 MA2235| CK6598 BECK AZ MK                                         1700632.4 |
 MA2235| CK6599 BECK RM 1                            13.680 METERS 35916     |
 MA2235|---------------------------------------------------------------------|
 MA2235
 MA2235                          SUPERSEDED SURVEY CONTROL
 MA2235
 MA2235  NAD 83(1986)-  41 19 03.97432(N)    078 29 57.40941(W) AD(       ) 3
 MA2235  NAD 27      -  41 19 03.76234(N)    078 29 58.33570(W) AD(       ) 3
 MA2235  NGVD 29 (07/19/86)  577.9    (m)         1896.     (f) VERT ANG       
 MA2235
 MA2235.Superseded values are not recommended for survey control.
 MA2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2235.See file dsdata.txt to determine how the superseded data were derived.
 MA2235
 MA2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF0931077050(NAD 83)
 MA2235_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2235
 MA2235  HISTORY     - Date     Condition        Report By
 MA2235  HISTORY     - 1968     MONUMENTED       CGS
 MA2235
 MA2235                          STATION DESCRIPTION
 MA2235
 MA2235'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA2235'THE STATION IS LOCATED ABOUT 8.5 MILES NORTH-NORTHEAST OF PENFIELD 8
 MA2235'MILES SOUTHEAST OF ST. MARYS AND 3 MILES NORTHWEST OF CALEDONIA.  IT
 MA2235'IS ON A HIGH BARE KNOLL ON PROPERTY OWNED BY MR. FRED AND KENNETH
 MA2235'BECK.
 MA2235'
 MA2235'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 120 AND STATE
 MA2235'HIGHWAY 255, IN ST. MARYS, GO SOUTH ON STATE HIGHWAY 255 FOR
 MA2235'4.15 MILES TO THE JUNCTION OF STATE HIGHWAY 948 ON THE RIGHT,
 MA2235'CONTINUE SOUTH ON STATE HIGHWAY 255 FOR 1.7 MILES TO RED HILL
 MA2235'SUMMIT, CONTINUE SOUTH ON STATE HIGHWAY 255 FOR 2.65 MILES TO A FORK
 MA2235'AND SIGN CALEDONIA 4, TAKE THE LEFT FORK AND GO SOUTHEAST ON THE
 MA2235'PAVED ROAD FOR 0.5 MILE TO A DIM TRACK ROAD ON THE LEFT, (TO REACH
 MA2235'THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTHEAST ON THE PAVED
 MA2235'ROAD FOR 0.25 MILE TO THE MARK ON THE LEFT), TURN LEFT AND GO EAST ON
 MA2235'THE TRACK ROAD FOR 0.15 MILE TO THE HIGHEST POINT OF BARE KNOLL AND
 MA2235'THE STATION.
 MA2235'
 MA2235'THE STATION MARK IS 130 FEET SOUTH OF A 20-INCH TRIANGULAR BLAZED
 MA2235'TREE AND 2.8 FEET SOUTHWEST OF A METAL WITNESS POST.  THE MARK IS A
 MA2235'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 4
 MA2235'INCHES AND IS STAMPED BECK 1968.
 MA2235'
 MA2235'REFERENCE MARK NO. 1 IS 42.6 FEET NORTH OF THE METAL WITNESS POST AND
 MA2235'79 FEET SOUTH OF THE 20-INCH TRIANGULAR BLAZED PINE TREE.  THE
 MA2235'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 MA2235'PROJECTING 3 INCHES AND IS STAMPED BECK NO 1 1968.
 MA2235'
 MA2235'REFERENCE MARK NO. 2 IS 136 FEET SOUTH-SOUTHEAST OF THE 20-INCH
 MA2235'TRIANGULAR BLAZED PINE TREE AND 30 FEET EAST-SOUTHEAST OF THE METAL
 MA2235'WITNESS POST.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 MA2235'CONCRETE POST PROJECTING 4 INCHES AND IS STAMPED BECK NO 2 1968.
 MA2235'
 MA2235'THE AZIMUTH MARK IS 27 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 MA2235'THE PAVED ROAD AND 2.6 FEET SOUTHEAST OF A METAL WITNESS POST.
 MA2235'THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 MA2235'PROJECTING 3 INCHES AND IS STAMPED BECK 1968.
 MA2235'
 MA2235'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2295 ***********************************************************************
 MA2295  DESIGNATION -  BECK
 MA2295  PID         -  MA2295
 MA2295  STATE/COUNTY-  PA/JEFFERSON
 MA2295  USGS QUAD   -  HAZEN (1994)
 MA2295
 MA2295                         *CURRENT SURVEY CONTROL
 MA2295  ___________________________________________________________________
 MA2295* NAD 83(1992)-  41 07 48.69513(N)    078 56 12.84329(W)     ADJUSTED  
 MA2295* NAVD 88     -       582.     (meters)    1909.     (feet)  SCALED    
 MA2295  ___________________________________________________________________
 MA2295  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 MA2295  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 MA2295
 MA2295  HORZ ORDER  -  SECOND
 MA2295
 MA2295.The horizontal coordinates were established by classical geodetic methods
 MA2295.and adjusted by the National Geodetic Survey in June 2002..
 MA2295
 MA2295.The orthometric height was scaled from a topographic map.
 MA2295
 MA2295.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2295
 MA2295.The geoid height was determined by GEOID03.
 MA2295
 MA2295;                    North         East     Units Scale Factor Converg.
 MA2295;SPC PA N     -   107,685.886   500,342.803   MT  0.99996934   -0 47 06.7
 MA2295;SPC PA N     -   353,299.44  1,641,541.35   sFT  0.99996934   -0 47 06.7
 MA2295;UTM  17      - 4,555,261.170   673,173.037   MT  0.99996910   +1 21 26.6
 MA2295
 MA2295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2295!SPC PA N     -   0.99991381  x   0.99996934  =   0.99988316
 MA2295!UTM  17      -   0.99991381  x   0.99996910  =   0.99988292
 MA2295
 MA2295|---------------------------------------------------------------------|
 MA2295| PID    Reference Object                     Distance      Geod. Az  |
 MA2295|                                                           dddmmss.s |
 MA2295| CK6596 BECK RM 1                            23.390 METERS 08504     |
 MA2295| CK6597 BECK RM 2                            32.155 METERS 17335     |
 MA2295| CK6595 BECK AZ MK                                         1812809.8 |
 MA2295| MA2294 BERK                                APPROX. 2.9 KM 2934237.0 |
 MA2295|---------------------------------------------------------------------|
 MA2295
 MA2295                          SUPERSEDED SURVEY CONTROL
 MA2295
 MA2295  NAD 83(1986)-  41 07 48.69614(N)    078 56 12.84605(W) AD(       ) 2
 MA2295  NAD 27      -  41 07 48.46391(N)    078 56 13.72050(W) AD(       ) 2
 MA2295
 MA2295.Superseded values are not recommended for survey control.
 MA2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2295.See file dsdata.txt to determine how the superseded data were derived.
 MA2295
 MA2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF7317355261(NAD 83)
 MA2295_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2295
 MA2295  HISTORY     - Date     Condition        Report By
 MA2295  HISTORY     - 1958     MONUMENTED       CGS
 MA2295  HISTORY     - 1964     SEE DESCRIPTION  CGS
 MA2295
 MA2295                          STATION DESCRIPTION
 MA2295
 MA2295'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 MA2295'THE STATION IS LOCATED ABOUT 8-1/2 MILES EAST OF BROOKVILLE, 3-1/2
 MA2295'MILES NORTHWEST OF REYNOLDSVILLE, 2 MILES EAST OF EMERICKVILLE.
 MA2295'
 MA2295'TO REACH FROM THE JEFFERSON COUNTY COURTHOUSE IN BROOKVILLE, GO EAST
 MA2295'ON U.S. HIGHWAY 322 FOR 7.65 MILES TO INTERSECTION WITH A GRAVEL
 MA2295'ROAD.  TURN NORTH AND PROCEED 0.6 MILES TO A FORK.  TAKE THE RIGHT
 MA2295'FORK AND GO 0.4 MILES (UPGRADE) THROUGH WOODS TO A PRIVATE
 MA2295'DRIVE ON THE RIGHT.  ENTER DRIVE AND PROCEED 0.15 MILES TO A BARN.
 MA2295'MAKE AN ACUTE TURN TO THE LEFT AND GO IN A NORTHERLY DIRECTION UP
 MA2295'A STEEP HILL FOR 0.1 MILES TO A FENCE CORNER.  BEAR RIGHT AND GO
 MA2295'SOUTH FOR ABOUT 0.35 MILES TO THE SUMMIT OF THE HILL AND STATION.
 MA2295'
 MA2295'STATION IS ON THE PROPERTY OF MR. CLEVELAND BECK, ABOUT 1/4 MILES
 MA2295'NORTH OF THE BECK RESIDENCE AND FARM BUILDINGS, IN THE APPROXIMATE
 MA2295'CENTER OF THE HEDGEROW RUNNING EAST AND WEST OVER THE TOP OF THE
 MA2295'HILL, 80 FEET SOUTH OF THE NORTH END OF THE HEDGEROW, 55 FEET WEST OF
 MA2295'TWIN 6 TO 8 INCH OAK TREES AT THE EAST END OF THE HEDGEROW, 4.6 FEET
 MA2295'NORTH OF A 4 INCH SQUARE, WHITE WITNESS POST.  THE STATION IS MARKED
 MA2295'BY A STANDARD STATION DISK STAMPED, BECK 1958 SET IN THE CENTER OF A
 MA2295'10 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 MA2295'
 MA2295'RM 1 IS AT THE EAST END OF THE HEDGEROW, 2 TO 3 FEET LOWER THAN THE
 MA2295'TOP OF THE HILL, 28 FEET NORTHEAST OF THE 6 TO 8 INCH TWIN OAK
 MA2295'TREES.  MARKED BY A STANDARD REFERENCE MARK DISK STAMPED, BECK NO 1
 MA2295'1958 SET IN THE CENTER OF A 10 INCH SQUARE CONCRETE MONUMENT FLUSH
 MA2295'WITH THE GROUND.
 MA2295'
 MA2295'RM 2 IS 100 FEET SOUTH-SOUTHWEST OF THE 6 TO 8 INCH TWIN OAK TREES AT
 MA2295'THE EAST END OF THE HEDGEROW, 6 FEET LOWER THAN THE TOP OF THE
 MA2295'HILL, IN THE NORTH ONE OF TWO 2 FOOT BOULDERS.  MARKED BY A STANDARD
 MA2295'REFERENCE MARK DISK STAMPED, BECK NO 2 1958 SET IN A DRILL HOLE IN
 MA2295'THE SOUTH END OF A BOULDER PROJECTING 3 INCHES.
 MA2295
 MA2295                          STATION RECOVERY (1964)
 MA2295
 MA2295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EP)
 MA2295'STATION RECOVERED IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION IS
 MA2295'ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2798 ***********************************************************************
 LY2798  DESIGNATION -  BECKER
 LY2798  PID         -  LY2798
 LY2798  STATE/COUNTY-  PA/SUSQUEHANNA
 LY2798  USGS QUAD   -  LENOXVILLE (1980)
 LY2798
 LY2798                         *CURRENT SURVEY CONTROL
 LY2798  ___________________________________________________________________
 LY2798* NAD 83(1992)-  41 40 49.72139(N)    075 41 04.58974(W)     ADJUSTED  
 LY2798* NAVD 88     -       396.3    (meters)    1300.     (feet)  VERTCON   
 LY2798  ___________________________________________________________________
 LY2798  LAPLACE CORR-           5.74  (seconds)                    DEFLEC99
 LY2798  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 LY2798
 LY2798  HORZ ORDER  -  THIRD
 LY2798
 LY2798.The horizontal coordinates were established by classical geodetic methods
 LY2798.and adjusted by the National Geodetic Survey in June 2002..
 LY2798
 LY2798.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2798
 LY2798.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2798
 LY2798.The geoid height was determined by GEOID03.
 LY2798
 LY2798;                    North         East     Units Scale Factor Converg.
 LY2798;SPC PA N     -   170,166.606   771,950.740   MT  0.99996736   +1 21 58.8
 LY2798;SPC PA N     -   558,288.27  2,532,641.72   sFT  0.99996736   +1 21 58.8
 LY2798;UTM  18      - 4,614,527.449   443,019.461   MT  0.99963995   -0 27 18.9
 LY2798
 LY2798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2798!SPC PA N     -   0.99994271  x   0.99996736  =   0.99991007
 LY2798!UTM  18      -   0.99994271  x   0.99963995  =   0.99958268
 LY2798
 LY2798|---------------------------------------------------------------------|
 LY2798| PID    Reference Object                     Distance      Geod. Az  |
 LY2798|                                                           dddmmss.s |
 LY2798| CB2734 BECKER RM 1                          24.606 METERS 17248     |
 LY2798| LY1674 BECKER AZ MK                                       1842312.5 |
 LY2798| CB2735 BECKER RM 2                          20.836 METERS 26709     |
 LY2798|---------------------------------------------------------------------|
 LY2798
 LY2798                          SUPERSEDED SURVEY CONTROL
 LY2798
 LY2798  NAD 83(1996)-  41 40 49.72092(N)    075 41 04.59003(W) AD(       ) 3
 LY2798  NAD 83(1996)-  41 40 49.72095(N)    075 41 04.59002(W) AD(       ) 3
 LY2798  NAD 83(1986)-  41 40 49.72138(N)    075 41 04.59059(W) AD(       ) 3
 LY2798  NAD 27      -  41 40 49.44180(N)    075 41 05.91340(W) AD(       ) 3
 LY2798  NGVD 29 (07/19/86)  396.5    (m)         1301.     (f) VERT ANG       
 LY2798
 LY2798.Superseded values are not recommended for survey control.
 LY2798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2798.See file dsdata.txt to determine how the superseded data were derived.
 LY2798
 LY2798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM4301914527(NAD 83)
 LY2798_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2798_SETTING: 66 = SET IN ROCK OUTCROP
 LY2798
 LY2798  HISTORY     - Date     Condition        Report By
 LY2798  HISTORY     - 1959     MONUMENTED       CGS
 LY2798  HISTORY     - 1974     SEE DESCRIPTION  NGS
 LY2798
 LY2798                          STATION DESCRIPTION
 LY2798
 LY2798'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY2798'THE STATION IS LOCATED ON A HIGH TIMBER COVERED HILL, ABOUT 6 MILES
 LY2798'NORTH-NORTHEAST OF FLEETVILLE, ABOUT 3 MILES NORTHWEST OF
 LY2798'LENOXVILLE, ABOUT 2 MILES SOUTH OF LENOX AND IS ON PROPERTY OWNED BY
 LY2798'M. CHARLES BECKER.
 LY2798'
 LY2798'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 107, 407 AND
 LY2798'COUNTY HIGHWAY 35028 IN FLEETVILLE, GO NORTH ON COUNTY HIGHWAY
 LY2798'35028 FOR 3.55 MILES TO THE JUNCTION OF HIGHWAY 35028 AND COUNTY
 LY2798'HIGHWAY 57037.  TURN RIGHT AND GO EAST ON COUNTY HIGHWAY 57037 FOR
 LY2798'0.21 MILE TO A FORK.  TAKE THE LEFT FORK AND GO NORTHEAST ON COUNTY
 LY2798'HIGHWAY 57037 FOR 2.0 MILES TO A T-ROAD INTERSECTION.  TURN LEFT
 LY2798'AND GO WEST AND NORTHWEST ON A GRAVELED ROAD FOR 0.4 MILE TO A SIDE
 LY2798'ROAD ON THE RIGHT, NORTH, SIDE OF THE ROAD AND THE AZIMUTH MARK ON
 LY2798'THE LEFT, SOUTH, SIDE OF THE ROAD.  TURN RIGHT AND GO
 LY2798'NORTHWEST ON THE GRAVELED ROAD FOR 0.05 MILE TO THE SOUTHEAST CORNER
 LY2798'OF A SMALL MEADOW AND A DIM TRACK ROAD ALONG THE SOUTH EDGE OF THE
 LY2798'MEADOW.  TURN LEFT AND GO WEST ON THE DIM TRACK ROAD FOR 0.04 MILE TO
 LY2798'THE EAST EDGE OF THE TIMBER.  TURN RIGHT AND GO NORTH ON THE DIM
 LY2798'TRACK ROAD ALONG THE EDGE OF THE WOODS FOR 0.07 MILE, THENCE TURN
 LY2798'LEFT AND GO NORTHWEST ON A DIM TRACK WOODS ROAD THROUGH THE
 LY2798'HEAVY TIMBER FOR 0.11 MILE TO A SMALL CLEARING, THE HIGHEST POINT OF
 LY2798'THE HILL AND THE STATION.
 LY2798'
 LY2798'THE STATION MARK, A STANDARD DISK STAMPED BECKER 1959, IS CEMENTED IN
 LY2798'A DRILL HOLE IN TOP OF A LARGE AREA OF BEDROCK WHICH IS FLUSH
 LY2798'WITH THE SURFACE OF THE GROUND.  IT IS 30.2 FEET SOUTH OF A 10-INCH
 LY2798'MAPLE TREE WITH A TRIANGULAR BLAZE.
 LY2798'
 LY2798'REFERENCE MARK 1, A STANDARD DISK STAMPED BECKER NO 1 1959, IS
 LY2798'CEMENTED IN A DRILL HOLE IN THE TOP OF BEDROCK WHICH IS FLUSH WITH
 LY2798'THE SURFACE OF THE GROUND.  IT IS 19 FEET EAST OF THE CENTER OF THE
 LY2798'WOODS ROAD AND IS ABOUT 14 INCHES LOWER THAN THE STATION.
 LY2798'
 LY2798'REFERENCE MARK 2, A STANDARD DISK STAMPED BECKER NO 2 1959, IS
 LY2798'CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE AREA OF BEDROCK
 LY2798'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND AND IS ABOUT 2 FEET
 LY2798'LOWER THAN THE STATION.
 LY2798'
 LY2798'THE AZIMUTH MARK, A STANDARD DISK STAMPED BECKER 1959, IS CEMENTED IN
 LY2798'A DRILL HOLE IN THE TOP OF A 4 BY 6 FOOT BOULDER WHICH PROJECTS
 LY2798'ABOUT 3 FEET ON THE NORTH AND IS FLUSH WITH THE SURFACE OF THE GROUND
 LY2798'ON THE SOUTH SIDE.  IT IS 64 FEET SOUTH OF THE SOUTH EDGE OF A CUT
 LY2798'BANK, 60 FEET SOUTH OF AN EAST AND WEST FENCE LINE AND 6.1 FEET WEST
 LY2798'OF A STANDARD METAL WITNESS POST AND MARKER.
 LY2798'
 LY2798'A CONSIDERABLE AMOUNT OF CLEARING WILL HAVE TO BE DONE BEFORE THE
 LY2798'STATION AND THE AZIMUTH MARK WILL SEE FROM GROUND TO GROUND SET-UP.
 LY2798'
 LY2798'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LY2798
 LY2798                          STATION RECOVERY (1974)
 LY2798
 LY2798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LY2798'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 LY2798'AS DESCRIBED IN THE 1959 DESCRIPTION.  REFERENCE MARK 1 WAS
 LY2798'REPORTED NOT FOUND IN 1973, HOWEVER IT WAS FOUND AT THIS DATE IN THE
 LY2798'EXACT LOCATION AS DESCRIBED.
 LY2798'
 LY2798'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 2 MILES SOUTH OF
 LY2798'LENOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1674 ***********************************************************************
 LY1674  DESIGNATION -  BECKER AZ MK
 LY1674  PID         -  LY1674
 LY1674  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1674  USGS QUAD   -  LENOXVILLE (1980)
 LY1674
 LY1674                         *CURRENT SURVEY CONTROL
 LY1674  ___________________________________________________________________
 LY1674* NAD 83(1986)-  41 40 37.     (N)    075 41 05.     (W)     SCALED    
 LY1674* NAVD 88     -       372.495  (meters)    1222.09   (feet)  ADJUSTED  
 LY1674  ___________________________________________________________________
 LY1674  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 LY1674  DYNAMIC HT  -         372.363 (meters)    1221.66  (feet)  COMP
 LY1674  MODELED GRAV-     980,254.4   (mgal)                       NAVD 88
 LY1674
 LY1674  VERT ORDER  -  SECOND    CLASS 0
 LY1674
 LY1674.The horizontal coordinates were scaled from a topographic map and have
 LY1674.an estimated accuracy of +/- 6 seconds.
 LY1674
 LY1674.The orthometric height was determined by differential leveling
 LY1674.and adjusted by the National Geodetic Survey in June 1991..
 LY1674
 LY1674.The geoid height was determined by GEOID03.
 LY1674
 LY1674.The dynamic height is computed by dividing the NAVD 88
 LY1674.geopotential number by the normal gravity value computed on the
 LY1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1674.degrees latitude (g = 980.6199 gals.).
 LY1674
 LY1674.The modeled gravity was interpolated from observed gravity values.
 LY1674
 LY1674;                    North         East    Units  Estimated Accuracy
 LY1674;SPC PA N     -   169,770.      771,950.      MT  (+/- 180 meters Scaled)
 LY1674
 LY1674                          SUPERSEDED SURVEY CONTROL
 LY1674
 LY1674  NGVD 29 (??/??/92)  372.696  (m)         1222.75   (f) ADJ UNCH    2 0
 LY1674
 LY1674.Superseded values are not recommended for survey control.
 LY1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1674.See file dsdata.txt to determine how the superseded data were derived.
 LY1674
 LY1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM430141(NAD 83)
 LY1674_MARKER: DZ = AZIMUTH MARK DISK
 LY1674_SETTING: 80 = SET IN A BOULDER
 LY1674_SP_SET: BOULDER
 LY1674_STAMPING: BECKER 1959
 LY1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1674+STABILITY: SURFACE MOTION
 LY1674
 LY1674  HISTORY     - Date     Condition        Report By
 LY1674  HISTORY     - 1959     MONUMENTED       CGS
 LY1674  HISTORY     - 1961     GOOD             NGS
 LY1674
 LY1674                          STATION DESCRIPTION
 LY1674
 LY1674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LY1674'3.4 MI S FROM LENOX.
 LY1674'ABOUT 3.25 MILE SOUTH ALONG INTERSTATE HWY 81 FROM WHERE THE
 LY1674'INTERSTATE HWY CROSSES OVER STATE HWY 92 AND U.S. HWY 106 EAST
 LY1674'OF LENOX (BENCH MARK F 280 IS LOCATED HERE) THENCE ABOUT 0.1 MILE
 LY1674'NORTH WEST AND ACROSS GRAVEL ROAD, SET IN TOP OF A 4 FT X 6 FT
 LY1674'BOULDER PROJECTING ABOUT 3 FEET ON THE NORTH SIDE AND FLUSH
 LY1674'WITH THE GROUND ON SOUTH SIDE, 64 FEET SOUTH OF THE SOUTH EDGE
 LY1674'OF A CUT BANK, 60 FEET SOUTH OF AN EAST-WEST FENCE LINE, 6 FEET
 LY1674'WEST OF STANDARD METAL WITNESS POST, LOCATED ON THE PROPERTY OF
 LY1674'MR. M. CHARLES BECKER, ABOUT 0.25 MILE SOUTH OF THE STATION,
 LY1674'STANDARD AZIMUTH DISK DRILLED IN HORIZONTAL, STAMPED BECKER 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2899 ***********************************************************************
 KW2899  DESIGNATION -  BECKLEY
 KW2899  PID         -  KW2899
 KW2899  STATE/COUNTY-  PA/CENTRE
 KW2899  USGS QUAD   -  MADISONBURG (1983)
 KW2899
 KW2899                         *CURRENT SURVEY CONTROL
 KW2899  ___________________________________________________________________
 KW2899* NAD 83(1992)-  40 59 18.42033(N)    077 35 23.17823(W)     ADJUSTED  
 KW2899* NAVD 88     -       289.7    (meters)     950.     (feet)  VERTCON   
 KW2899  ___________________________________________________________________
 KW2899  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 KW2899  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KW2899
 KW2899  HORZ ORDER  -  SECOND
 KW2899
 KW2899.The horizontal coordinates were established by classical geodetic methods
 KW2899.and adjusted by the National Geodetic Survey in June 2002..
 KW2899
 KW2899.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2899
 KW2899.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2899
 KW2899.The geoid height was determined by GEOID03.
 KW2899
 KW2899;                    North         East     Units Scale Factor Converg.
 KW2899;SPC PA N     -    91,274.588   613,482.974   MT  0.99998470   +0 06 21.6
 KW2899;SPC PA N     -   299,456.71  2,012,735.39   sFT  0.99998470   +0 06 21.6
 KW2899;UTM  18      - 4,540,705.434   282,147.721   MT  1.00018416   -1 41 57.5
 KW2899
 KW2899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2899!SPC PA N     -   0.99995978  x   0.99998470  =   0.99994448
 KW2899!UTM  18      -   0.99995978  x   1.00018416  =   1.00014393
 KW2899
 KW2899|---------------------------------------------------------------------|
 KW2899| PID    Reference Object                     Distance      Geod. Az  |
 KW2899|                                                           dddmmss.s |
 KW2899| CK6601 BECKLEY RM 1                          5.627 METERS 04548     |
 KW2899| CK7978 SNYDERTOWN ST MARYS CH SPIRE                       1154309.2 |
 KW2899| CK6602 BECKLEY RM 2                         13.232 METERS 17812     |
 KW2899| KW2913 AIRWAY BCN 53 NITTANY MOUNTAIN      APPROX. 9.0 KM 2022928.9 |
 KW2899|---------------------------------------------------------------------|
 KW2899
 KW2899                          SUPERSEDED SURVEY CONTROL
 KW2899
 KW2899  NAD 83(1986)-  40 59 18.41926(N)    077 35 23.17848(W) AD(       ) 2
 KW2899  NAD 27      -  40 59 18.18900(N)    077 35 24.18030(W) AD(       ) 2
 KW2899  NGVD 29 (07/19/86)  289.9    (m)          951.     (f) VERT ANG       
 KW2899
 KW2899.Superseded values are not recommended for survey control.
 KW2899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2899.See file dsdata.txt to determine how the superseded data were derived.
 KW2899
 KW2899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL8214840705(NAD 83)
 KW2899_MARKER: DS = TRIANGULATION STATION DISK
 KW2899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2899
 KW2899  HISTORY     - Date     Condition        Report By
 KW2899  HISTORY     - 1959     MONUMENTED       CGS
 KW2899
 KW2899                          STATION DESCRIPTION
 KW2899
 KW2899'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 KW2899'STATION IS LOCATED ABOUT 0.35 MILE NORTHWEST OF SNYDERTOWN, 16 FEET
 KW2899'NORTH-NORTHEAST OF A GRAVELED ROAD AND ABOUT 34 FEET
 KW2899'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A VERY LARGE BARN.
 KW2899'
 KW2899'STATION IS REACHED FROM THE JUNCTION OF
 KW2899'STATE HIGHWAYS 64 AND 445 WHICH IS AT THE NORTHEAST EDGE OF
 KW2899'HUBLERSBURG.  GO EAST ON THE TWO HIGHWAYS FOR 0.67 MILE TO
 KW2899'A PAVED CROSSROAD.  TURN LEFT AND GO NORTHEAST AND EAST ON
 KW2899'THE PAVED ROAD FOR 1.48 MILE TO A GRAVELED SIDE ROAD LEFT.  TURN LEFT
 KW2899'AND FOLLOW THE GRAVELED ROAD, NORTH AND NORTHWEST FOR
 KW2899'0.36 MILE TO A VERY LARGE BARN AND THE STATION ON THE RIGHT SIDE OF
 KW2899'THE ROAD.  THIS IS IMMEDIATELY AFTER PASSING A FRAME
 KW2899'HOUSE ON THE LEFT SIDE OF THE ROAD.
 KW2899'
 KW2899'ALL
 KW2899'MARKS ARE STANDARD DISKS, SET IN THE TOP OF SQUARE CONCRETE MONUMENTS
 KW2899'WHICH ARE FLUSH WITH THE GROUND SURFACE.
 KW2899'
 KW2899'STATION MARK IS STAMPED BECKLEY 1959.  IT IS ABOUT 16 FEET
 KW2899'NORTH-NORTHEAST OF THE CENTER OF A GRAVELED ROAD, 34 FEET
 KW2899'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A VERY LARGE BARN, 41 FEET
 KW2899'NORTHEAST OF A TELEPHONE LINE POLE NUMBER A-47 AND
 KW2899'ABOUT 79 FEET NORTH OF THE NORTHEAST CORNER OF A FRAME HOUSE.
 KW2899'
 KW2899'REFERENCE MARK NUMBER 1 IS STAMPED BECKLEY NO 1 1959.  IT IS
 KW2899'ABOUT 33 FEET NORTH-NORTHEAST OF THE CENTER OF THE GRAVELED
 KW2899'ROAD, 29 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BARN, 1 FOOT
 KW2899'SOUTH OF THE SOUTHWEST CORNER OF A CORN CRIB, 44 FEET
 KW2899'NORTH-NORTHWEST OF THE TELEPHONE LINE POLE AND ABOUT 87 FEET NORTH OF
 KW2899'THE NORTHEAST CORNER OF THE FRAME HOUSE.
 KW2899'
 KW2899'REFERENCE
 KW2899'MARK NUMBER 2 IS STAMPED BECKLEY NO 2 1959.  IT IS ABOUT 34 FEET
 KW2899'SOUTH-SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD, 3 FEET
 KW2899'NORTH OF THE NORTHWEST CORNER OF A GARGAGE, 49 FEET SOUTHWEST OF THE
 KW2899'TELEPHONE LINE POLE AND ABOUT 77 FEET SOUTH OF THE
 KW2899'SOUTHEAST CORNER OF THE LARGE BARN.
 KW2899'
 KW2899'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2278 ***********************************************************************
 KX2278  CBN         -  This is a Cooperative Base Network Control Station.
 KX2278  DESIGNATION -  BEDFORD
 KX2278  PID         -  KX2278
 KX2278  STATE/COUNTY-  PA/BEDFORD
 KX2278  USGS QUAD   -  BEDFORD (1987)
 KX2278
 KX2278                         *CURRENT SURVEY CONTROL
 KX2278  ___________________________________________________________________
 KX2278* NAD 83(1992)-  40 02 35.50720(N)    078 30 12.16128(W)     ADJUSTED  
 KX2278* NAVD 88     -       454.0    (meters)    1489.     (feet)  GPS OBS   
 KX2278  ___________________________________________________________________
 KX2278  X           -     974,615.830 (meters)                     COMP
 KX2278  Y           -  -4,791,835.962 (meters)                     COMP
 KX2278  Z           -   4,081,929.537 (meters)                     COMP
 KX2278  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 KX2278  ELLIP HEIGHT-         421.12  (meters)          (03/28/01) GPS OBS
 KX2278  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KX2278
 KX2278  HORZ ORDER  -  A
 KX2278  ELLP ORDER  -  THIRD     CLASS II
 KX2278
 KX2278.The horizontal coordinates were established by GPS observations
 KX2278.and adjusted by the National Geodetic Survey in March 2001..
 KX2278
 KX2278.The orthometric height was determined by GPS observations and a
 KX2278.high-resolution geoid model.
 KX2278
 KX2278.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KX2278
 KX2278.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2278
 KX2278.The ellipsoidal height was determined by GPS observations
 KX2278.and is referenced to NAD 83.
 KX2278
 KX2278.The geoid height was determined by GEOID03.
 KX2278
 KX2278;                    North         East     Units Scale Factor Converg.
 KX2278;SPC PA S     -    79,093.607   535,708.459   MT  0.99998464   -0 29 19.6
 KX2278;SPC PA S     -   259,492.94  1,757,570.17   sFT  0.99998464   -0 29 19.6
 KX2278;UTM  17      - 4,435,538.127   712,988.289   MT  1.00015849   +1 36 24.6
 KX2278
 KX2278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2278!SPC PA S     -   0.99993394  x   0.99998464  =   0.99991858
 KX2278!UTM  17      -   0.99993394  x   1.00015849  =   1.00009242
 KX2278
 KX2278|---------------------------------------------------------------------|
 KX2278| PID    Reference Object                     Distance      Geod. Az  |
 KX2278|                                                           dddmmss.s |
 KX2278| CK6604 BEDFORD RM 1                          3.300 METERS 04311     |
 KX2278| CK6606 BEDFORD RM 3                          3.308 METERS 04315     |
 KX2278| CK6603 BEDFORD AZ MK                                      1672950.3 |
 KX2278| KX2279 BEDFORD ME CHURCH SPIRE             APPROX. 3.0 KM 1782717.1 |
 KX2278| KX2282 BEDFORD COUNTY CTHSE CUPOLA         APPROX. 2.9 KM 1805159.4 |
 KX2278| KX2281 BEDFORD LUTHERAN CHURCH SPIRE       APPROX. 2.9 KM 1813839.8 |
 KX2278| CK6605 BEDFORD RM 2                          3.788 METERS 32930     |
 KX2278|---------------------------------------------------------------------|
 KX2278
 KX2278                          SUPERSEDED SURVEY CONTROL
 KX2278
 KX2278  NAD 83(1995)-  40 02 35.51371(N)    078 30 12.17124(W) AD(       ) 1
 KX2278  NAD 83(1986)-  40 02 35.51641(N)    078 30 12.17299(W) AD(       ) 1
 KX2278  NAD 27      -  40 02 35.22658(N)    078 30 13.11358(W) AD(       ) 1
 KX2278  NGVD 29 (07/19/86)  454.3    (m)         1490.     (f) VERT ANG       
 KX2278
 KX2278.Superseded values are not recommended for survey control.
 KX2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2278.See file dsdata.txt to determine how the superseded data were derived.
 KX2278
 KX2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE1298835538(NAD 83)
 KX2278_MARKER: DS = TRIANGULATION STATION DISK
 KX2278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2278_STAMPING: BEDFORD 1941
 KX2278_MARK LOGO: CGS   
 KX2278_PROJECTION: PROJECTING 10 CENTIMETERS
 KX2278_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KX2278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX2278+STABILITY: SURFACE MOTION
 KX2278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX2278+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2005
 KX2278
 KX2278  HISTORY     - Date     Condition        Report By
 KX2278  HISTORY     - 1941     MONUMENTED       CGS
 KX2278  HISTORY     - 1967     GOOD             CGS
 KX2278  HISTORY     - 1977     GOOD             PADT
 KX2278  HISTORY     - 20000411 GOOD             PADT
 KX2278  HISTORY     - 20001003 GOOD             PADT
 KX2278  HISTORY     - 20050413 GOOD             PATUCO
 KX2278
 KX2278                          STATION DESCRIPTION
 KX2278
 KX2278'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2278'THE STATION IS LOCATED ABOUT 1-1/2 MILES N OF BEDFORD, ON TOP OF A
 KX2278'PROMINENT BARE HILL JUST N OF THE PENNSYLVANIA TURNPIKE, ON
 KX2278'LAND OWNED AND OCCUPIED BY D.F. OSTER WHO LIVES NEAR THE BASE OF THE
 KX2278'HILL, E OF THE STATION.  IT IS AT THE HIGHEST POINT OF THE HILL,
 KX2278'7 FEET S OF A 12-INCH PEAR TREE WITH A TRIANGULAR BLAZE ON ITS S
 KX2278'SIDE, THE MOST SOUTHERLY OF A N-S ROW OF PEAR TREES.  IT IS
 KX2278'STAMPED BEDFORD 1941 AND PROJECTS ABOUT 6 INCHES.  WITNESSED BY A
 KX2278'4- BY 4-INCH WHITE POST PROJECTING 2-1/2 FEET.
 KX2278'
 KX2278'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 KX2278'SET IN CONCRETE.
 KX2278'
 KX2278'REFERENCE MARK NO. 1 IS 10 FEET E OF THE MOST SOUTHERLY PEAR TREE IN
 KX2278'THE N-S ROW OF TREES.  IT IS STAMPED BEDFORD NO. 1
 KX2278'1941 AND PROJECTS ABOUT 6 INCHES.
 KX2278'
 KX2278'REFERENCE MARK NO. 2 IS 12 FEET NW OF THE MOST SOUTHERLY PEAR TREE IN
 KX2278'THE N-S ROW OF TREES.  IT IS STAMPED BEDFORD NO. 2 1941
 KX2278'AND PROJECTS ABOUT 6 INCHES.
 KX2278'
 KX2278'THE AZIMUTH MARK FOR THIS STATION IS STATION T T 8 J (U.S.G.S.).
 KX2278'
 KX2278'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND 220 IN
 KX2278'BEDFORD, GO NORTHERLY ON U.S. HIGHWAY 220 FOR 0.6 MILE
 KX2278'TO A DIRT SIDE ROAD RIGHT AT THE TOP OF THE HILL AND AT THE N SIDE OF
 KX2278'A CEMETERY, TURN RIGHT, LEAVING HIGHWAY 220 AND GO 0.9 MILE
 KX2278'TO A BRIDGE OVER THE PENNSYLVANIA TURNPIKE (D.F. OSTER LIVES IN FIRST
 KX2278'HOUSE ABOUT 200 YARDS AHEAD) CROSS THE BRIDGE THEN TURN LEFT
 KX2278'AND FOLLOW A FARM ROAD NORTHERLY UP THE HILL TO THE TOP AND THE
 KX2278'STATION.
 KX2278'
 KX2278'ALL OBJECTS VISIBLE FROM THE GROUND AT THIS STATION.
 KX2278
 KX2278                          STATION RECOVERY (1967)
 KX2278
 KX2278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2278'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 KX2278'CONDITION.  REFERENCE MARK NO. 1 WAS FOUND PUSHED OUT OF THE
 KX2278'GROUND.  THE TT 8 J (USGS) 1941 STATION USED FOR AN AZIMUTH MARK WAS
 KX2278'SEARCHED FOR BUT NOT RECOVERED.  REFERENCE MARK NO. 3 AND AN
 KX2278'AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.  FOLLOWING IS A NEW AND
 KX2278'COMPLETE DESCRIPTION.
 KX2278'
 KX2278'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH OF BEDFORD, 0.5 MILE
 KX2278'EAST OF U.S. HIGHWAY 220, 0.4 MILE NORTHEAST OF THE PENNSYLVANIA
 KX2278'TURNPIKE AND AT THE SITE OF THE WAKM FM RADIO MAST.
 KX2278'
 KX2278'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 220 AND 30
 KX2278'WEST IN BEDFORD, GO NORTHERLY ON U.S.  HIGHWAY 220 FOR
 KX2278'0.55 MILE TO A SIDE ROAD RIGHT, TURN RIGHT ON VALLEY ROAD AND GO
 KX2278'EASTERLY FOR 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT, IN
 KX2278'THE WALKWAY OF THE BRIDGE OVER THE PENNYSLVANIA TURNPIKE, CONTINUE
 KX2278'EASTERLY ON THE PAVED ROAD FOR 100 YARDS TO A SIDE ROAD ON
 KX2278'THE LEFT, TURN LEFT ON THE BLADED ROAD AND GO NORTHERLY UP HILL FOR
 KX2278'0.4 MILE TO THE HIGHEST POINT OF HILL AND THE STATION.
 KX2278'
 KX2278'THE STATION MARK IS 36 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 KX2278'BLOCK BUILDING AND 8 FEET SOUTH OF A 24-INCH PEAR TREE.  THE
 KX2278'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST SET
 KX2278'FLUSH WITH THE GROUND AND IS STAMPED BEDFORD 1941.
 KX2278'
 KX2278'REFERENCE MARK NO. 2 IS 27 FEET EAST OF THE SOUTHEAST CORNER OF THE
 KX2278'BLOCK BUILDING AND 7 FEET NORTHWEST OF A 24-INCH PEAR TREE.  THE
 KX2278'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 KX2278'PROJECTING 3 INCHES AND IS STAMPED BEDFORD NO 2 1941.
 KX2278'
 KX2278'REFERENCE MARK NO. 3 IS 41 FEET EAST OF THE SOUTHEAST CORNER OF THE
 KX2278'BLOCK BUILDING AND 7 FEET EAST OF A 24-INCH PEAR
 KX2278'TREE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 KX2278'CONCRETE POST PROJECTING 8 INCHES AND IS STAMPED BEDFORD NO 3
 KX2278'1941 1967.
 KX2278'
 KX2278'THE AZIMUTH MARK IS 23 FEET NORTH OF THE SOUTH END OF BRIDGE AND 11
 KX2278'FEET EAST OF THE APPROXIMATE CENTER OF THE PAVED ROAD.  THE
 KX2278'MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE
 KX2278'WALKWAY OF BRIDGE OVER THE PENNYYLVANIA TURNPIKE AND IS
 KX2278'STAMPED BEDFORD 1967.
 KX2278'
 KX2278'HEIGHT OF LIGHT ABOVE STATION MARK 11 FEET.
 KX2278'
 KX2278'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.5 MILES NORTH OF
 KX2278'BEDFORD.
 KX2278
 KX2278                          STATION RECOVERY (1977)
 KX2278
 KX2278'RECOVERY NOTE BY PA DEPT OF TRANSP 1977
 KX2278'BEDFORD FOUND GOOD.
 KX2278'
 KX2278'FOUND AS DESCRIBED.
 KX2278'
 KX2278'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES NORTH OF
 KX2278'BEDFORD.
 KX2278
 KX2278                          STATION RECOVERY (2000)
 KX2278
 KX2278'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (TRN)
 KX2278'THE STATION IS LOCATED IN BEDFORD COUNTY, ABOUT 1.5 MI (2.4 KM)
 KX2278'NORTH OF BEDFORD, ON THE TOP OF BARE HILL AT THE SITE OF A RADIO
 KX2278'ANTENNA.
 KX2278' 
 KX2278'THE STATION IS 30 FT (9.1 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 KX2278'CONCRETE BLOCK BUILDING AND 11 FT (3.4 M) SOUTHEAST OF THE
 KX2278'SOUTHEAST CORNER OF A 9 FT (2.7 M) HIGH CHAIN LINK FENCE THAT
 KX2278'SURRONDS A 100 FT (30.5 M) HIGH RADIO ANTENNA.
 KX2278' 
 KX2278'THE REFERENCE MARKS, NO. 2 AND NO, 3, STILL EXIST AND ARE IN GOOD
 KX2278'CONDITION.
 KX2278' 
 KX2278' 
 KX2278' 
 KX2278'
 KX2278
 KX2278                          STATION RECOVERY (2000)
 KX2278
 KX2278'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (GFL)
 KX2278'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONAL INFORMATION IT IS
 KX2278'11 FT (3.4 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A 9.0 FT (2.7 M)
 KX2278'TALL CHAIN LINK FENCE THAT SURROUNDS A RADIO ANTENNA.  REFERENCE MARKS
 KX2278'2 AND 3 WERE RECOVERED AT THIS TIME.
 KX2278
 KX2278                          STATION RECOVERY (2005)
 KX2278
 KX2278'RECOVERY NOTE BY PENNSYLVANIA TURNPIKE COMMISSION 2005 (XXX)
 KX2278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2282 ***********************************************************************
 KX2282  DESIGNATION -  BEDFORD COUNTY CTHSE CUPOLA
 KX2282  PID         -  KX2282
 KX2282  STATE/COUNTY-  PA/BEDFORD
 KX2282  USGS QUAD   -  BEDFORD (1987)
 KX2282
 KX2282                         *CURRENT SURVEY CONTROL
 KX2282  ___________________________________________________________________
 KX2282* NAD 83(1992)-  40 01 01.98194(N)    078 30 14.00100(W)     ADJUSTED  
 KX2282* NAVD 88     -                                                        
 KX2282  ___________________________________________________________________
 KX2282  LAPLACE CORR-          -4.70  (seconds)                    DEFLEC99
 KX2282  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KX2282
 KX2282  HORZ ORDER  -  THIRD
 KX2282
 KX2282.The horizontal coordinates were established by classical geodetic methods
 KX2282.and adjusted by the National Geodetic Survey in June 2002..
 KX2282
 KX2282
 KX2282.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2282
 KX2282.The geoid height was determined by GEOID03.
 KX2282
 KX2282;                    North         East     Units Scale Factor Converg.
 KX2282;SPC PA S     -    76,209.514   535,640.226   MT  0.99998794   -0 29 20.8
 KX2282;SPC PA S     -   250,030.71  1,757,346.31   sFT  0.99998794   -0 29 20.8
 KX2282;UTM  17      - 4,432,652.970   713,025.549   MT  1.00015869   +1 36 20.3
 KX2282
 KX2282                          SUPERSEDED SURVEY CONTROL
 KX2282
 KX2282  NAD 83(1995)-  40 01 01.98918(N)    078 30 14.01055(W) AD(       ) 4
 KX2282  NAD 83(1986)-  40 01 01.99153(N)    078 30 14.01191(W) AD(       ) 4
 KX2282  NAD 27      -  40 01 01.71000(N)    078 30 14.95000(W) AD(       ) 3
 KX2282
 KX2282.Superseded values are not recommended for survey control.
 KX2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2282.See file dsdata.txt to determine how the superseded data were derived.
 KX2282
 KX2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE1302632653(NAD 83)
 KX2282_MARKER: 86 = CUPOLA
 KX2282
 KX2282  HISTORY     - Date     Condition        Report By
 KX2282  HISTORY     - 1941     FIRST OBSERVED   CGS
 KX2282  HISTORY     - 20060910 GOOD             GEOCAC
 KX2282
 KX2282                          STATION DESCRIPTION
 KX2282
 KX2282'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2282'THIS INTERSECTION STATION IS THE CUPOLA ON TOP OF THE COURTHOUSE IN
 KX2282'THE TOWN OF BEDFORD.  IT IS LOCATED AT THE CORNER OF JULIANA AND EAST
 KX2282'PENN STREETS.  THERE IS A FLAGSTAFF ABOUT 2 FT S OF THE CENTER OF THE
 KX2282'CUPOLA ROOF.  THE POINT SIGHTED ON IS THE BASE OF THE SHORT
 KX2282'VERTICAL LIGHTNING ROD ON THE CENTER OF THE HEMISPHERICAL ROOF OF THE
 KX2282'CUPOLA.
 KX2282
 KX2282                          STATION RECOVERY (2006)
 KX2282
 KX2282'RECOVERY NOTE BY GEOCACHING 2006 (APC)
 KX2282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2281 ***********************************************************************
 KX2281  DESIGNATION -  BEDFORD LUTHERAN CHURCH SPIRE
 KX2281  PID         -  KX2281
 KX2281  STATE/COUNTY-  PA/BEDFORD
 KX2281  USGS QUAD   -  BEDFORD (1987)
 KX2281
 KX2281                         *CURRENT SURVEY CONTROL
 KX2281  ___________________________________________________________________
 KX2281* NAD 83(1992)-  40 01 03.11890(N)    078 30 15.61085(W)     ADJUSTED  
 KX2281* NAVD 88     -                                                        
 KX2281  ___________________________________________________________________
 KX2281  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 KX2281  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KX2281
 KX2281  HORZ ORDER  -  THIRD
 KX2281
 KX2281.The horizontal coordinates were established by classical geodetic methods
 KX2281.and adjusted by the National Geodetic Survey in June 2002..
 KX2281
 KX2281
 KX2281.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2281
 KX2281.The geoid height was determined by GEOID03.
 KX2281
 KX2281;                    North         East     Units Scale Factor Converg.
 KX2281;SPC PA S     -    76,244.906   535,602.350   MT  0.99998790   -0 29 21.9
 KX2281;SPC PA S     -   250,146.83  1,757,222.04   sFT  0.99998790   -0 29 21.9
 KX2281;UTM  17      - 4,432,686.960   712,986.399   MT  1.00015848   +1 36 19.3
 KX2281
 KX2281                          SUPERSEDED SURVEY CONTROL
 KX2281
 KX2281  NAD 83(1995)-  40 01 03.12612(N)    078 30 15.62039(W) AD(       ) 4
 KX2281  NAD 83(1986)-  40 01 03.12848(N)    078 30 15.62175(W) AD(       ) 4
 KX2281  NAD 27      -  40 01 02.84000(N)    078 30 16.56000(W) AD(       ) 3
 KX2281
 KX2281.Superseded values are not recommended for survey control.
 KX2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2281.See file dsdata.txt to determine how the superseded data were derived.
 KX2281
 KX2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE1298632687(NAD 83)
 KX2281_MARKER: 90 = CHURCH SPIRE
 KX2281
 KX2281  HISTORY     - Date     Condition        Report By
 KX2281  HISTORY     - 1941     FIRST OBSERVED   CGS
 KX2281  HISTORY     - 20060910 GOOD             GEOCAC
 KX2281
 KX2281                          STATION DESCRIPTION
 KX2281
 KX2281'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2281'THIS INTERSECTION STATION IS THE POINT OF THE GOLD-COLORED CONE ON
 KX2281'THE TOP OF THE SPIRE OF THE TRINITY EVANGELICAL LUTHERAN CHURCH
 KX2281'WHICH IS LOCATED ON WEST PENN STREET BETWEEN THOMAS AND JULIANA
 KX2281'STREETS IN THE TOWN OF BEDFORD.
 KX2281
 KX2281                          STATION RECOVERY (2006)
 KX2281
 KX2281'RECOVERY NOTE BY GEOCACHING 2006 (APC)
 KX2281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2279 ***********************************************************************
 KX2279  DESIGNATION -  BEDFORD ME CHURCH SPIRE
 KX2279  PID         -  KX2279
 KX2279  STATE/COUNTY-  PA/BEDFORD
 KX2279  USGS QUAD   -  BEDFORD (1987)
 KX2279
 KX2279                         *CURRENT SURVEY CONTROL
 KX2279  ___________________________________________________________________
 KX2279* NAD 83(1992)-  40 00 56.80793(N)    078 30 08.69844(W)     ADJUSTED  
 KX2279* NAVD 88     -                                                        
 KX2279  ___________________________________________________________________
 KX2279  LAPLACE CORR-          -4.62  (seconds)                    DEFLEC99
 KX2279  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KX2279
 KX2279  HORZ ORDER  -  THIRD
 KX2279
 KX2279.The horizontal coordinates were established by classical geodetic methods
 KX2279.and adjusted by the National Geodetic Survey in June 2002..
 KX2279
 KX2279
 KX2279.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2279
 KX2279.The geoid height was determined by GEOID03.
 KX2279
 KX2279;                    North         East     Units Scale Factor Converg.
 KX2279;SPC PA S     -    76,048.867   535,764.608   MT  0.99998813   -0 29 17.4
 KX2279;SPC PA S     -   249,503.66  1,757,754.38   sFT  0.99998813   -0 29 17.4
 KX2279;UTM  17      - 4,432,496.951   713,155.742   MT  1.00015937   +1 36 23.6
 KX2279
 KX2279                          SUPERSEDED SURVEY CONTROL
 KX2279
 KX2279  NAD 83(1995)-  40 00 56.81510(N)    078 30 08.70787(W) AD(       ) 4
 KX2279  NAD 83(1986)-  40 00 56.81761(N)    078 30 08.70941(W) AD(       ) 4
 KX2279  NAD 27      -  40 00 56.54000(N)    078 30 09.65000(W) AD(       ) 3
 KX2279
 KX2279.Superseded values are not recommended for survey control.
 KX2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2279.See file dsdata.txt to determine how the superseded data were derived.
 KX2279
 KX2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE1315632497(NAD 83)
 KX2279_MARKER: 90 = CHURCH SPIRE
 KX2279
 KX2279  HISTORY     - Date     Condition        Report By
 KX2279  HISTORY     - 1941     FIRST OBSERVED   CGS
 KX2279
 KX2279                          STATION DESCRIPTION
 KX2279
 KX2279'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2279'THIS INTERSECTION STATION IS THE SPIRE OF THE METHODIST EPISCOPAL
 KX2279'CHURCH ON EAST JOHN STREET BETWEEN SOUTH RICHARD AND JULIANA
 KX2279'STREETS IN THE TOWN OF BEDFORD.  THE POINT SIGHTED ON IS THE BASE OF
 KX2279'THE CROSS ON TOP OF THE SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2280 ***********************************************************************
 KX2280  DESIGNATION -  BEDFORD RADIO STA WAKM FM MAST
 KX2280  PID         -  KX2280
 KX2280  STATE/COUNTY-  PA/BEDFORD
 KX2280  USGS QUAD   -  BEDFORD (1987)
 KX2280
 KX2280                         *CURRENT SURVEY CONTROL
 KX2280  ___________________________________________________________________
 KX2280* NAD 83(1992)-  40 02 35.78742(N)    078 30 12.57145(W)     ADJUSTED  
 KX2280* NAVD 88     -                                                        
 KX2280  ___________________________________________________________________
 KX2280  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 KX2280  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KX2280
 KX2280  HORZ ORDER  -  THIRD
 KX2280
 KX2280.The horizontal coordinates were established by classical geodetic methods
 KX2280.and adjusted by the National Geodetic Survey in June 2002..
 KX2280
 KX2280
 KX2280.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2280
 KX2280.The geoid height was determined by GEOID03.
 KX2280
 KX2280;                    North         East     Units Scale Factor Converg.
 KX2280;SPC PA S     -    79,102.333   535,698.810   MT  0.99998463   -0 29 19.9
 KX2280;SPC PA S     -   259,521.57  1,757,538.51   sFT  0.99998463   -0 29 19.9
 KX2280;UTM  17      - 4,435,546.496   712,978.325   MT  1.00015843   +1 36 24.4
 KX2280
 KX2280                          SUPERSEDED SURVEY CONTROL
 KX2280
 KX2280  NAD 83(1995)-  40 02 35.79386(N)    078 30 12.58131(W) AD(       ) 4
 KX2280  NAD 83(1986)-  40 02 35.79698(N)    078 30 12.58277(W) AD(       ) 4
 KX2280  NAD 27      -  40 02 35.50680(N)    078 30 13.52376(W) AD(       ) 3
 KX2280
 KX2280.Superseded values are not recommended for survey control.
 KX2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2280.See file dsdata.txt to determine how the superseded data were derived.
 KX2280
 KX2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE1297835546(NAD 83)
 KX2280_MARKER: 42 = RADIO/TV MAST
 KX2280
 KX2280  HISTORY     - Date     Condition        Report By
 KX2280  HISTORY     - 1967     FIRST OBSERVED   CGS
 KX2280
 KX2280                          STATION DESCRIPTION
 KX2280
 KX2280'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2280'THE STATION IS THE RED LIGHT ATOP THE 150 FOOT STRUCTUAL STEEL MAST
 KX2280'PAINTED ALTERNATELY RED AND WHITE.  THE MAST IS LOCATED ABOUT 2
 KX2280'MILES NORTH OF BEDFORD AND 0.5 MILE EAST OF U.S. HIGHWAY 220.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1781 ***********************************************************************
 LZ1781  DESIGNATION -  BEECH
 LZ1781  PID         -  LZ1781
 LZ1781  STATE/COUNTY-  PA/CLINTON
 LZ1781  USGS QUAD   -  BEECH CREEK (1973)
 LZ1781
 LZ1781                         *CURRENT SURVEY CONTROL
 LZ1781  ___________________________________________________________________
 LZ1781* NAD 83(1992)-  41 04 59.27107(N)    077 34 49.73454(W)     ADJUSTED  
 LZ1781* NAVD 88     -       275.2    (meters)     903.     (feet)  VERTCON   
 LZ1781  ___________________________________________________________________
 LZ1781  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 LZ1781  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 LZ1781
 LZ1781  HORZ ORDER  -  SECOND
 LZ1781
 LZ1781.The horizontal coordinates were established by classical geodetic methods
 LZ1781.and adjusted by the National Geodetic Survey in June 2002..
 LZ1781
 LZ1781.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1781
 LZ1781.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1781
 LZ1781.The geoid height was determined by GEOID03.
 LZ1781
 LZ1781;                    North         East     Units Scale Factor Converg.
 LZ1781;SPC PA N     -   101,790.569   614,244.126   MT  0.99997377   +0 06 43.7
 LZ1781;SPC PA N     -   333,957.89  2,015,232.60   sFT  0.99997377   +0 06 43.7
 LZ1781;UTM  18      - 4,551,194.307   283,240.304   MT  1.00017830   -1 41 47.2
 LZ1781
 LZ1781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1781!SPC PA N     -   0.99996205  x   0.99997377  =   0.99993582
 LZ1781!UTM  18      -   0.99996205  x   1.00017830  =   1.00014035
 LZ1781
 LZ1781|---------------------------------------------------------------------|
 LZ1781| PID    Reference Object                     Distance      Geod. Az  |
 LZ1781|                                                           dddmmss.s |
 LZ1781| CK6609 BEECH RM 1                           39.063 METERS 05555     |
 LZ1781| LZ1780 BEECH CREEK KUNEY TV CO MAST        APPROX. 3.2 KM 1504612.6 |
 LZ1781| LZ1219 BEECH AZ MK                                        1611146.8 |
 LZ1781| LZ1782 BLANCHARD CH OF CHRIST SPIRE        APPROX. 2.1 KM 2201218.8 |
 LZ1781| CK6610 BEECH RM 2                           20.846 METERS 33340     |
 LZ1781|---------------------------------------------------------------------|
 LZ1781
 LZ1781                          SUPERSEDED SURVEY CONTROL
 LZ1781
 LZ1781  NAD 83(1986)-  41 04 59.26834(N)    077 34 49.73365(W) AD(       ) 2
 LZ1781  NAD 27      -  41 04 59.02053(N)    077 34 50.76866(W) AD(       ) 2
 LZ1781  NGVD 29 (07/19/86)  275.4    (m)          904.     (f) VERT ANG       
 LZ1781
 LZ1781.Superseded values are not recommended for survey control.
 LZ1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1781.See file dsdata.txt to determine how the superseded data were derived.
 LZ1781
 LZ1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL8324051194(NAD 83)
 LZ1781_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1781
 LZ1781  HISTORY     - Date     Condition        Report By
 LZ1781  HISTORY     - 1969     MONUMENTED       CGS
 LZ1781
 LZ1781                          STATION DESCRIPTION
 LZ1781
 LZ1781'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LZ1781'THE STATION IS LOCATED ON A BARE HILL ABOUT 3/4 MILE NORTH OF BEECH
 LZ1781'CREEK, 1/2 MILE NORTH-NORTHWEST OF U.S. HIGHWAY 220 AND ON PROPERTY
 LZ1781'OWNED BY MR. HAROLD HURWILZ.
 LZ1781'
 LZ1781'TO REACH THE STATION FROM THE POST OFFICE IN BEECH CREEK, GO NORTH ON
 LZ1781'GRANT STREET FOR 0.25 MILE TO THE T-INTERSECTION OF FAIRVIEW
 LZ1781'STREET, TURN RIGHT AND GO EAST ON FAIRVIEW STREET FOR 0.25 MILE TO
 LZ1781'GRAVELED SIDE ROAD LEFT, TURN LEFT AND GO NORTH ON THE GRAVELED ROAD
 LZ1781'FOR 0.1 MILE TO A FORK, TAKE RIGHT FORK AND CONTINUE NORTHEAST UP
 LZ1781'HILL ON GRAVELED ROAD FOR 0.15 MILE TO A GATE AND FENCE LINE, TURN
 LZ1781'RIGHT ALONG THE SOUTH SIDE OF FENCE LINE AND GO EAST ON DIM TRACK
 LZ1781'ROAD UP HILL THROUGHT PINE GROVE FOR 0.2 MILE TO TOP OF BARE HILL
 LZ1781'AND THE STATION AS DESCRIBED.
 LZ1781'
 LZ1781'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED BEECH 1969, SET
 LZ1781'IN TOP OF A 12 X 12 INCH CONCRETE MONUMENT WHICH PROJECTS 1 INCH
 LZ1781'ABOVE THE GROUND SURFACE.  IT IS 6.6 FEET WEST-SOUTHWEST OF A LONE
 LZ1781'BUSH, 68.0 FEET SOUTHEAST OF THE HIGHEST PART OF THE HILL AND
 LZ1781'130.6 FEET SOUTHWEST OF A METAL WITNESS POST IN FENCE LINE.
 LZ1781'
 LZ1781'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BEECH NO 1 1969, SET IN
 LZ1781'TOP OF A 12 X 12 INCH CONCRETE MONUMENT WHICH PROJECTS 2
 LZ1781'INCHES ABOVE THE GROUND SURFACE.  IT IS 2.9 FEET SOUTH OF THE METAL
 LZ1781'WITNESS POST IN THE FENCE LINE, 3.8 FEET WEST OF A 14-INCH TREE,
 LZ1781'150.0 FEET SOUTHEAST OF THE HIGHEST PART OF THE HILL.
 LZ1781'
 LZ1781'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BEECH NO 2 1969, SET IN
 LZ1781'TOP OF A 12 X 12 INCH CONCRETE MONUMENT WHICH PROJECTS 3
 LZ1781'INCHES ABOVE THE GROUND SURFACE.  IT IS 3.6 FEET WEST-SOUTHWEST OF A
 LZ1781'LONE BUSH, 113.0 FEET SOUTHWEST OF THE FENCE LINE AND 138.0 FEET
 LZ1781'WEST OF THE METAL WITNESS POST.
 LZ1781'
 LZ1781'AZIMUTH MARK IS A STANDARD DISK STAMPED BEECH 1969, CEMENTED IN A
 LZ1781'DRILL HOLE IN THE EAST END OF THE HEAD WALL OF A L-SHAPE
 LZ1781'CULVERT.  IT IS 0.5 FEET WEST OF THE EAST END OF THE HEAD WALL, 0.8
 LZ1781'FEET NORTHWEST OF A METAL WITNESS POST, 15.6 FEET NORTH OF CENTER
 LZ1781'LINE OF U.S. HIGHWAY 220 AND 17.5 FEET WEST OF A TELEPHONE POLE
 LZ1781'NUMBER 64398.
 LZ1781'
 LZ1781'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN BEECH CREEK, GO
 LZ1781'SOUTH ON GRANT STREET FOR 0.05 MILE TO THE JUNCTION OF U.S.
 LZ1781'HIGHWAY 220, TURN LEFT AND GO EASTERLY ON U.S. HIGHWAY 220 FOR 0.55
 LZ1781'MILE TO THE AZIMUTH MARK ON THE LEFT.
 LZ1781'
 LZ1781'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1219 ***********************************************************************
 LZ1219  DESIGNATION -  BEECH AZ MK
 LZ1219  PID         -  LZ1219
 LZ1219  STATE/COUNTY-  PA/CLINTON
 LZ1219  USGS QUAD   -  BEECH CREEK (1973)
 LZ1219
 LZ1219                         *CURRENT SURVEY CONTROL
 LZ1219  ___________________________________________________________________
 LZ1219* NAD 83(1986)-  41 04 32.     (N)    077 34 38.     (W)     SCALED    
 LZ1219* NAVD 88     -       188.018  (meters)     616.86   (feet)  ADJUSTED  
 LZ1219  ___________________________________________________________________
 LZ1219  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 LZ1219  DYNAMIC HT  -         187.931 (meters)     616.57  (feet)  COMP
 LZ1219  MODELED GRAV-     980,160.2   (mgal)                       NAVD 88
 LZ1219
 LZ1219  VERT ORDER  -  SECOND    CLASS 0
 LZ1219
 LZ1219.The horizontal coordinates were scaled from a topographic map and have
 LZ1219.an estimated accuracy of +/- 6 seconds.
 LZ1219
 LZ1219.The orthometric height was determined by differential leveling
 LZ1219.and adjusted by the National Geodetic Survey in June 1991..
 LZ1219
 LZ1219.The geoid height was determined by GEOID03.
 LZ1219
 LZ1219.The dynamic height is computed by dividing the NAVD 88
 LZ1219.geopotential number by the normal gravity value computed on the
 LZ1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1219.degrees latitude (g = 980.6199 gals.).
 LZ1219
 LZ1219.The modeled gravity was interpolated from observed gravity values.
 LZ1219
 LZ1219;                    North         East    Units  Estimated Accuracy
 LZ1219;SPC PA N     -   100,950.      614,520.      MT  (+/- 180 meters Scaled)
 LZ1219
 LZ1219                          SUPERSEDED SURVEY CONTROL
 LZ1219
 LZ1219  NGVD 29 (??/??/92)  188.221  (m)          617.52   (f) ADJ UNCH    2 0
 LZ1219
 LZ1219.Superseded values are not recommended for survey control.
 LZ1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1219.See file dsdata.txt to determine how the superseded data were derived.
 LZ1219
 LZ1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL834503(NAD 83)
 LZ1219_MARKER: DZ = AZIMUTH MARK DISK
 LZ1219_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1219_SP_SET: CULVERT
 LZ1219_STAMPING: BEECH 1969
 LZ1219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1219
 LZ1219  HISTORY     - Date     Condition        Report By
 LZ1219  HISTORY     - 1969     MONUMENTED       CGS
 LZ1219
 LZ1219                          STATION DESCRIPTION
 LZ1219
 LZ1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LZ1219'0.6 MI NE FROM BEECH CREEK.
 LZ1219'ABOUT 0.6 MILE NORTHEAST ALONG U.S. HIGHWAY 220 FROM THE POST
 LZ1219'OFFICE IN BEECH CREEK, 17.5 FEET WEST OF TELEPHONE POLE NO.
 LZ1219'64398, 0.8 FOOT NORTHWEST OF A METAL WITNESS SIGN, 0.5 FOOT
 LZ1219'WEST OF THE EAST END OF HEADWALL, SET IN THE TOP OF A L SHAPED
 LZ1219'HEADWALL OF A CONCRETE CULVERT, 19 FEET NORTH OF THE CENTERLINE
 LZ1219'OF HIGHWAY AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1780 ***********************************************************************
 LZ1780  DESIGNATION -  BEECH CREEK KUNEY TV CO MAST
 LZ1780  PID         -  LZ1780
 LZ1780  STATE/COUNTY-  PA/CLINTON
 LZ1780  USGS QUAD   -  BEECH CREEK (1973)
 LZ1780
 LZ1780                         *CURRENT SURVEY CONTROL
 LZ1780  ___________________________________________________________________
 LZ1780* NAD 83(1992)-  41 03 27.46180(N)    077 33 41.86879(W)     ADJUSTED  
 LZ1780* NAVD 88     -                                                        
 LZ1780  ___________________________________________________________________
 LZ1780  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 LZ1780  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 LZ1780
 LZ1780  HORZ ORDER  -  THIRD
 LZ1780
 LZ1780.The horizontal coordinates were established by classical geodetic methods
 LZ1780.and adjusted by the National Geodetic Survey in June 2002..
 LZ1780
 LZ1780
 LZ1780.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1780
 LZ1780.The geoid height was determined by GEOID03.
 LZ1780
 LZ1780;                    North         East     Units Scale Factor Converg.
 LZ1780;SPC PA N     -    98,961.724   615,834.329   MT  0.99997644   +0 07 28.6
 LZ1780;SPC PA N     -   324,676.92  2,020,449.79   sFT  0.99997644   +0 07 28.6
 LZ1780;UTM  18      - 4,548,316.120   284,740.755   MT  1.00017033   -1 40 59.4
 LZ1780
 LZ1780                          SUPERSEDED SURVEY CONTROL
 LZ1780
 LZ1780  NAD 83(1986)-  41 03 27.45880(N)    077 33 41.86830(W) AD(       ) 4
 LZ1780  NAD 27      -  41 03 27.21521(N)    077 33 42.91226(W) AD(       ) 3
 LZ1780
 LZ1780.Superseded values are not recommended for survey control.
 LZ1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1780.See file dsdata.txt to determine how the superseded data were derived.
 LZ1780
 LZ1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL8474148316(NAD 83)
 LZ1780
 LZ1780  HISTORY     - Date     Condition        Report By
 LZ1780  HISTORY     - 1969     MONUMENTED       CGS
 LZ1780
 LZ1780                          STATION DESCRIPTION
 LZ1780
 LZ1780'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LZ1780'THE STATION IS THE CENTER OF THE TOP OF A THREE LEGGED, SINGLE
 LZ1780'COLUMN, STAINLESS STEEL MAST ABOUT 100 FEET HIGH.  THE STATION IS
 LZ1780'LOCATED ABOUT 7 MILES SOUTHWEST OF LOCK HAVEN, 1 MILE SOUTHEAST OF
 LZ1780'U.S. HIGHWAY 220 AT BEECH CREEK, ON A HIGH WOODED RIDGE THAT
 LZ1780'PARALLELS THE HIGHWAY.  THE STATION WAS NOT VISITED AT THIS TIME
 LZ1780'BECAUSE OF HEAVY SNOW ON THE MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1987 ***********************************************************************
 MA1987  DESIGNATION -  BEELS
 MA1987  PID         -  MA1987
 MA1987  STATE/COUNTY-  PA/CLARION
 MA1987  USGS QUAD   -  CRANBERRY (1977)
 MA1987
 MA1987                         *CURRENT SURVEY CONTROL
 MA1987  ___________________________________________________________________
 MA1987* NAD 83(1992)-  41 15 13.24458(N)    079 38 44.56976(W)     ADJUSTED  
 MA1987* NAVD 88     -       508.     (meters)    1667.     (feet)  SCALED    
 MA1987  ___________________________________________________________________
 MA1987  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 MA1987  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 MA1987
 MA1987  HORZ ORDER  -  SECOND
 MA1987
 MA1987.The horizontal coordinates were established by classical geodetic methods
 MA1987.and adjusted by the National Geodetic Survey in June 2002..
 MA1987
 MA1987.The orthometric height was scaled from a topographic map.
 MA1987
 MA1987.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1987
 MA1987.The geoid height was determined by GEOID03.
 MA1987
 MA1987;                    North         East     Units Scale Factor Converg.
 MA1987;SPC PA N     -   122,455.276   441,135.754   MT  0.99996090   -1 15 14.7
 MA1987;SPC PA N     -   401,755.35  1,447,292.89   sFT  0.99996090   -1 15 14.7
 MA1987;UTM  17      - 4,567,802.752   613,461.128   MT  0.99975843   +0 53 35.2
 MA1987
 MA1987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1987!SPC PA N     -   0.99992556  x   0.99996090  =   0.99988646
 MA1987!UTM  17      -   0.99992556  x   0.99975843  =   0.99968401
 MA1987
 MA1987:                Primary Azimuth Mark                     Grid Az
 MA1987:SPC PA N     -  GROCE                                    108 22 53.3
 MA1987:UTM  17      -  GROCE                                    106 14 03.4
 MA1987
 MA1987|---------------------------------------------------------------------|
 MA1987| PID    Reference Object                     Distance      Geod. Az  |
 MA1987|                                                           dddmmss.s |
 MA1987| MA1956 GROCE                               APPROX.18.2 KM 1070738.6 |
 MA1987|---------------------------------------------------------------------|
 MA1987
 MA1987                          SUPERSEDED SURVEY CONTROL
 MA1987
 MA1987  NAD 83(1986)-  41 15 13.24762(N)    079 38 44.57170(W) AD(       ) 2
 MA1987  NAD 27      -  41 15 13.02500(N)    079 38 45.40560(W) AD(       ) 2
 MA1987
 MA1987.Superseded values are not recommended for survey control.
 MA1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1987.See file dsdata.txt to determine how the superseded data were derived.
 MA1987
 MA1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF1346167803(NAD 83)
 MA1987
 MA1987  HISTORY     - Date     Condition        Report By
 MA1987  HISTORY     - 1935     MONUMENTED       CGS
 MA1987
 MA1987                          STATION DESCRIPTION
 MA1987
 MA1987'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 MA1987'THE STATION IS ABOUT 1.5 MILES, AIRLINE, SOUTH OF NICKLSVILLE, ON TOP
 MA1987'OF A HIGH KNOLL, ON PROPERTY OWNED BY J.H. BEELS.  IT IS
 MA1987'A STANDARD DISK SET IN A STONE POST, 36 BY 8 BY 8 INCHES, PROJECTING
 MA1987'ABOUT 6 INCHES, IN A WIRE FENCE LINE WHICH IS ALSO ALONG THE
 MA1987'COUNTY LINE.
 MA1987'
 MA1987'THE NAME OF THE STATION IS NOT STAMPED ON IT.
 MA1987'
 MA1987'THE STATION WAS TRAVERSED TO FROM TRIANGULATION STATION CRISWELL.  IT
 MA1987'IS 6.913 METERS (22.67 FEET) EAST OF CRISWELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3177 ***********************************************************************
 KY3177  DESIGNATION -  BEHAM
 KY3177  PID         -  KY3177
 KY3177  STATE/COUNTY-  PA/WASHINGTON
 KY3177  USGS QUAD   -  VALLEY GROVE (1981)
 KY3177
 KY3177                         *CURRENT SURVEY CONTROL
 KY3177  ___________________________________________________________________
 KY3177* NAD 83(1992)-  40 01 23.66368(N)    080 30 50.01332(W)     ADJUSTED  
 KY3177* NAVD 88     -       439.     (meters)    1440.     (feet)  SCALED    
 KY3177  ___________________________________________________________________
 KY3177  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 KY3177  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 KY3177
 KY3177  HORZ ORDER  -  THIRD
 KY3177
 KY3177.The horizontal coordinates were established by classical geodetic methods
 KY3177.and adjusted by the National Geodetic Survey in June 2002..
 KY3177
 KY3177.The orthometric height was scaled from a topographic map.
 KY3177
 KY3177.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3177
 KY3177.The geoid height was determined by GEOID03.
 KY3177
 KY3177;                    North         East     Units Scale Factor Converg.
 KY3177;SPC PA S     -    80,295.291   364,102.129   MT  0.99998716   -1 47 35.5
 KY3177;SPC PA S     -   263,435.47  1,194,558.40   sFT  0.99998716   -1 47 35.5
 KY3177;SPC WV N     -   169,597.535   513,454.050   MT  0.99996473   -0 38 47.9
 KY3177;UTM  17      - 4,430,449.789   541,479.999   MT  0.99962118   +0 18 45.4
 KY3177
 KY3177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3177!SPC PA S     -   0.99993644  x   0.99998716  =   0.99992360
 KY3177!SPC WV N     -   0.99993644  x   0.99996473  =   0.99990117
 KY3177!UTM  17      -   0.99993644  x   0.99962118  =   0.99955765
 KY3177
 KY3177|---------------------------------------------------------------------|
 KY3177| PID    Reference Object                     Distance      Geod. Az  |
 KY3177|                                                           dddmmss.s |
 KY3177| CX3223 BEHAM RM 1                            8.044 METERS 10408     |
 KY3177| CX3222 BEHAM AZ MK                                        2091201.3 |
 KY3177| CX3224 BEHAM RM 2                            8.509 METERS 23206     |
 KY3177|---------------------------------------------------------------------|
 KY3177
 KY3177                          SUPERSEDED SURVEY CONTROL
 KY3177
 KY3177  NAD 83(1995)-  40 01 23.66367(N)    080 30 50.01332(W) AD(       ) 3
 KY3177  NAD 83(1986)-  40 01 23.67076(N)    080 30 50.02086(W) AD(       ) 3
 KY3177  NAD 27      -  40 01 23.40480(N)    080 30 50.77260(W) AD(       ) 3
 KY3177
 KY3177.Superseded values are not recommended for survey control.
 KY3177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3177.See file dsdata.txt to determine how the superseded data were derived.
 KY3177
 KY3177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE4148030450(NAD 83)
 KY3177_MARKER: DS = TRIANGULATION STATION DISK
 KY3177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3177_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY3177
 KY3177  HISTORY     - Date     Condition        Report By
 KY3177  HISTORY     - 1963     MONUMENTED       CGS
 KY3177
 KY3177                          STATION DESCRIPTION
 KY3177
 KY3177'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3177'THE STATION IS ABOUT 8 MILES EAST OF ELM GROVE, 6 MILES SOUTH OF
 KY3177'WEST ALEXANDER, 1 MILE NORTHEAST OF THE SMALL SETTLEMENT OF DALLAS
 KY3177'AND ABOUT 0.3 MILE EAST OF THE WEST VIRGINIA-PENN. STATE LINE,
 KY3177'AND IS ON THE PROPERTY OWNED BY MR. J.L. FRANCIS.  IT IS 12
 KY3177'FEET NORTH OF A WIRE FENCE, AND 28 FEET NORTHWEST OF THE WITNESS
 KY3177'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BEHAM 1963.
 KY3177'
 KY3177'TO REACH THE STATION FROM THE INTERSECTION OF DALLAS PIKE RD. AND
 KY3177'STONE CHURCH RD., WHICH IS ABOUT 0.05 MILE NORTH OF THE POST
 KY3177'OFFICE IN DALLAS, GO SOUTHERLY ON DALLAS PIKE RD. FOR 0.4 MILE TO THE
 KY3177'DALLAS METHODIST CHURCH ON LEFT, CONTINUE AHEAD FOR 0.2 MILE TO
 KY3177'THE AZIMUTH MARK ON RIGHT.  FROM AZIMUTH MARK, CONTINUE SOUTHERLY
 KY3177'ON PAVED ROAD FOR 0.35 MILE TO THE BERGHOFF STORE ON THE LEFT IN THE
 KY3177'SETTLEMENT OF BEHAM, CONTINUE AHEAD FOR 0.1 MILE TO CROSSROAD.
 KY3177'TURN LEFT AND GO NORTHERLY FOR 0.2 MILE TO A TRACK ROAD ON THE
 KY3177'LEFT BY AN OLD SHED.  TURN LEFT AND PASS THROUGH GATE, THEN GO
 KY3177'SOUTHERLY UP SLOPE OF RIDGE FOR 0.15 MILE TO THE
 KY3177'TOP OF HILL AND STATION.
 KY3177'
 KY3177'REFERENCE MARK 1 IS 6 FEET NORTH OF A WIRE FENCE, 2 FEET WEST OF
 KY3177'WITNESS POST, AND 61 FEET WEST OF A T-FENCE CORNER.  THE MONUMENT
 KY3177'IS FLUSH AND THE DISK IS STAMPED BEHAM NO 1 1963.
 KY3177'
 KY3177'REFERENCE MARK 2 IS 6 FEET NORTH OF THE WIRE FENCE, 51 FEET WEST
 KY3177'OF THE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 KY3177'STAMPED BEHAM NO 2 1963.
 KY3177'
 KY3177'THE AZIMUTH MARK IS SET IN DRILLED HOLE OF A STONE BLOCK CULVERT.
 KY3177'IT IS 14 FEET SOUTHEAST OF THE CENTERLINE OF DALLAS PIKE RD., 6
 KY3177'FEET WEST OF THE WITNESS POST, 4 FEET SOUTHWEST OF NORTHEAST CORNER
 KY3177'OF THE STONE CULVERT.  THE DISK IS STAMPED BEHAM 1963.
 KY3177'
 KY3177'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2277 ***********************************************************************
 KX2277  DESIGNATION -  BELDEN
 KX2277  PID         -  KX2277
 KX2277  STATE/COUNTY-  PA/BEDFORD
 KX2277  USGS QUAD   -  BEDFORD (1987)
 KX2277
 KX2277                         *CURRENT SURVEY CONTROL
 KX2277  ___________________________________________________________________
 KX2277* NAD 83(1992)-  40 04 11.91277(N)    078 31 43.43585(W)     ADJUSTED  
 KX2277* NAVD 88     -       382.6    (meters)    1255.     (feet)  VERTCON   
 KX2277  ___________________________________________________________________
 KX2277  LAPLACE CORR-          -4.89  (seconds)                    DEFLEC99
 KX2277  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KX2277
 KX2277  HORZ ORDER  -  SECOND
 KX2277
 KX2277.The horizontal coordinates were established by classical geodetic methods
 KX2277.and adjusted by the National Geodetic Survey in June 2002..
 KX2277
 KX2277.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2277
 KX2277.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2277
 KX2277.The geoid height was determined by GEOID03.
 KX2277
 KX2277;                    North         East     Units Scale Factor Converg.
 KX2277;SPC PA S     -    82,085.672   533,571.078   MT  0.99998145   -0 30 18.8
 KX2277;SPC PA S     -   269,309.41  1,750,557.78   sFT  0.99998145   -0 30 18.8
 KX2277;UTM  17      - 4,438,450.506   710,742.518   MT  1.00014677   +1 35 29.0
 KX2277
 KX2277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2277!SPC PA S     -   0.99994512  x   0.99998145  =   0.99992657
 KX2277!UTM  17      -   0.99994512  x   1.00014677  =   1.00009188
 KX2277
 KX2277:                Primary Azimuth Mark                     Grid Az
 KX2277:SPC PA S     -  BELDEN AZ MK                             092 51 04.4
 KX2277:UTM  17      -  BELDEN AZ MK                             090 45 16.6
 KX2277
 KX2277|---------------------------------------------------------------------|
 KX2277| PID    Reference Object                     Distance      Geod. Az  |
 KX2277|                                                           dddmmss.s |
 KX2277| KX0629 BELDEN AZ MK                                       0922045.6 |
 KX2277| CK6612 BELDEN RM 1                           4.039 METERS 12037     |
 KX2277| CK6613 BELDEN RM 2                           3.262 METERS 20936     |
 KX2277|---------------------------------------------------------------------|
 KX2277
 KX2277                          SUPERSEDED SURVEY CONTROL
 KX2277
 KX2277  NAD 83(1995)-  40 04 11.91935(N)    078 31 43.44622(W) AD(       ) 2
 KX2277  NAD 83(1986)-  40 04 11.92153(N)    078 31 43.44775(W) AD(       ) 2
 KX2277  NAD 27      -  40 04 11.63167(N)    078 31 44.38410(W) AD(       ) 2
 KX2277  NGVD 29 (07/19/86)  382.8    (m)         1256.     (f) VERT ANG       
 KX2277
 KX2277.Superseded values are not recommended for survey control.
 KX2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2277.See file dsdata.txt to determine how the superseded data were derived.
 KX2277
 KX2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE1074338451(NAD 83)
 KX2277_MARKER: DE = TRAVERSE STATION DISK
 KX2277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2277_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KX2277
 KX2277  HISTORY     - Date     Condition        Report By
 KX2277  HISTORY     - 1967     MONUMENTED       CGS
 KX2277  HISTORY     - 1977     GOOD             NGS
 KX2277
 KX2277                          STATION DESCRIPTION
 KX2277
 KX2277'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2277'THE STATION IS LOCATED ABOUT 3-3/4 AIRLINE MILES NORTH-NORTHWEST OF
 KX2277'BEDFORD AND ABOUT 1/2 MILE WEST OF U.S. HIGHWAY 220.  IT IS IN
 KX2277'THE WEST EDGE OF A CULTIVATED FIELD, JUST EAST OF A BLADED ROAD AND
 KX2277'THE PROPERTY IS OWNED BY MR. HAROLD KELLEY WHO LIVES 0.4
 KX2277'MILE EAST OF THE STATION.
 KX2277'
 KX2277'TO REACH THE STATION FROM THE POST OFFICE IN BEDFORD, GO EAST ON A
 KX2277'PAVED STREET FOR 2 BLOCKS TO U.S. HIGHWAY 220.  TURN LEFT AND
 KX2277'GO NORTH ON U.S. HIGHWAY 220 FOR 4.8 MILES TO THE AZIMUTH MARK ON THE
 KX2277'RIGHT IN THE SOUTHWEST CORNER OF A CEMETERY.  CONTINUE NORTH
 KX2277'ON U.S. HIGHWAY 220 FOR 0.55 MILE TO A CROSSROAD.  TURN LEFT AND GO
 KX2277'WEST ON A PAVED ROAD FOR 0.75 MILE TO A SIDE ROAD LEFT.  TURN
 KX2277'LEFT AND GO SOUTH ON A BLADED ROAD FOR 0.2 MILE TO THE STATION ON
 KX2277'THE LEFT, JUST NORTHWEST OF A TELEPHONE POLE.
 KX2277'
 KX2277'THE STATION MARK IS 20 FEET NORTHEAST OF THE CENTER OF THE BLADED
 KX2277'ROAD, 2.2 FEET WEST OF A WITNESS POST AND 2 FEET NORTHWEST
 KX2277'OF A TELEPHONE POLE.  THE MARK IS A STANDARD TRAVERSE DISK SET IN THE
 KX2277'TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 KX2277'AND IT IS STAMPED BELDEN 1966.
 KX2277'
 KX2277'REFERENCE MARK NO. 1 IS 18 FEET NORTHEAST OF THE CENTER OF THE BLADED
 KX2277'ROAD, 11 FEET SOUTHEAST OF THE TELEPHONE POLE AND 10.9 FEET
 KX2277'SOUTHEAST OF THE WITNESS POST.  THE MARK IS A STANDARD DISK SET IN
 KX2277'THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH
 KX2277'WITH THE SURFACE AND IT IS STAMPED BELDEN NO 1 1966.
 KX2277'
 KX2277'REFERENCE MARK NO. 2 IS 12.2 FEET SOUTHWEST OF THE WITNESS POST, 12
 KX2277'FEET SOUTHWEST OF THE TELEPHONE POLE AND 9 FEET NORTHEAST
 KX2277'OF THE CENTER OF THE BLADED ROAD.  THE MARK IS A STANDARD DISK SET IN
 KX2277'THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH
 KX2277'WITH THE SURFACE AND IT IS STAMPED BELDEN NO 2 1966.
 KX2277'
 KX2277'THE AZIMUTH MARK IS 25 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY
 KX2277'220, 5.8 FEET NORTH-NORTHWEST OF A WITNESS POST AND 3 FEET
 KX2277'SOUTHWEST OF A 2 FOOT LOCUST TREE.  THE MARK IS A STANDARD DISK SET
 KX2277'IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 KX2277'4 INCHES AND IT IS STAMPED BELDEN 1966.
 KX2277
 KX2277                          STATION RECOVERY (1977)
 KX2277
 KX2277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KX2277'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 KX2277'AS PREVIOUSLY DESCRIBED.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND
 KX2277'TO BE 0.007 METER OR 0.02 FOOT SHORTER THAN STATED IN THE 1967
 KX2277'DESCRIPTION AND THE ANGLE FAILED TO AGREE TO REFERENCE MARK 2 BY 3
 KX2277'MINUTES AND 26 SECONDS.  ALL OTHER DISTANCES AND DIRECTIONS WERE
 KX2277'WITHIN CLOSE AGREEMENT WITH THE 1967 DESCRIPTION.
 KX2277'
 KX2277'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-3/4 MILES
 KX2277'WEST-NORTHWEST OF BEDFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0629 ***********************************************************************
 KX0629  DESIGNATION -  BELDEN AZ MK
 KX0629  PID         -  KX0629
 KX0629  STATE/COUNTY-  PA/BEDFORD
 KX0629  USGS QUAD   -  BEDFORD (1987)
 KX0629
 KX0629                         *CURRENT SURVEY CONTROL
 KX0629  ___________________________________________________________________
 KX0629* NAD 83(1986)-  40 04 10.     (N)    078 30 57.     (W)     SCALED    
 KX0629* NAVD 88     -       359.192  (meters)    1178.45   (feet)  ADJUSTED  
 KX0629  ___________________________________________________________________
 KX0629  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KX0629  DYNAMIC HT  -         358.990 (meters)    1177.79  (feet)  COMP
 KX0629  MODELED GRAV-     980,051.0   (mgal)                       NAVD 88
 KX0629
 KX0629  VERT ORDER  -  SECOND    CLASS 0
 KX0629
 KX0629.The horizontal coordinates were scaled from a topographic map and have
 KX0629.an estimated accuracy of +/- 6 seconds.
 KX0629
 KX0629.The orthometric height was determined by differential leveling
 KX0629.and adjusted by the National Geodetic Survey in June 1991..
 KX0629
 KX0629.The geoid height was determined by GEOID03.
 KX0629
 KX0629.The dynamic height is computed by dividing the NAVD 88
 KX0629.geopotential number by the normal gravity value computed on the
 KX0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0629.degrees latitude (g = 980.6199 gals.).
 KX0629
 KX0629.The modeled gravity was interpolated from observed gravity values.
 KX0629
 KX0629;                    North         East    Units  Estimated Accuracy
 KX0629;SPC PA S     -    82,020.      534,670.      MT  (+/- 180 meters Scaled)
 KX0629
 KX0629                          SUPERSEDED SURVEY CONTROL
 KX0629
 KX0629  NGVD 29 (??/??/92)  359.351  (m)         1178.97   (f) ADJ UNCH    2 0
 KX0629
 KX0629.Superseded values are not recommended for survey control.
 KX0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0629.See file dsdata.txt to determine how the superseded data were derived.
 KX0629
 KX0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE118384(NAD 83)
 KX0629_MARKER: DZ = AZIMUTH MARK DISK
 KX0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0629_STAMPING: BELDEN 1966
 KX0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0629+STABILITY: SURFACE MOTION
 KX0629
 KX0629  HISTORY     - Date     Condition        Report By
 KX0629  HISTORY     - 1966     MONUMENTED       CGS
 KX0629  HISTORY     - 1967     GOOD             NGS
 KX0629
 KX0629                          STATION DESCRIPTION
 KX0629
 KX0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0629'3.7 MI N FROM BEDFORD.
 KX0629'ABOUT 3.7 MILES NORTH ALONG U.S. HIGHWAY 220 FROM THE JUNCTION
 KX0629'OF U.S. HIGHWAYS 220 AND 30 (PITT STREET), 25 FEET EAST OF THE
 KX0629'CENTERLINE OF HIGHWAY, 5.8 FEET NORTH OF A METAL WITNESS SIGN, 3
 KX0629'FEET SOUTHWEST OF A 2-FOOT LOCUST TREE AND AT THE SOUTHWEST CORNER
 KX0629'OF A CEMETERY, SET IN THE TOP OF A CONCRETE POST PROJECTING 3-INCHES
 KX0629'AND IS ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1686 ***********************************************************************
 LZ1686  DESIGNATION -  BELFOR
 LZ1686  PID         -  LZ1686
 LZ1686  STATE/COUNTY-  PA/TIOGA
 LZ1686  USGS QUAD   -  KEENEYVILLE (1994)
 LZ1686
 LZ1686                         *CURRENT SURVEY CONTROL
 LZ1686  ___________________________________________________________________
 LZ1686* NAD 83(1992)-  41 45 13.16018(N)    077 22 17.70853(W)     ADJUSTED  
 LZ1686* NAVD 88     -       617.     (meters)    2024.     (feet)  SCALED    
 LZ1686  ___________________________________________________________________
 LZ1686  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 LZ1686  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 LZ1686
 LZ1686  HORZ ORDER  -  THIRD
 LZ1686
 LZ1686.The horizontal coordinates were established by classical geodetic methods
 LZ1686.and adjusted by the National Geodetic Survey in June 2002..
 LZ1686
 LZ1686.The orthometric height was scaled from a topographic map.
 LZ1686
 LZ1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1686
 LZ1686.The geoid height was determined by GEOID03.
 LZ1686
 LZ1686;                    North         East     Units Scale Factor Converg.
 LZ1686;SPC PA N     -   176,312.415   631,471.626   MT  0.99997403   +0 15 01.2
 LZ1686;SPC PA N     -   578,451.65  2,071,753.16   sFT  0.99997403   +0 15 01.2
 LZ1686;UTM  18      - 4,625,143.731   302,828.730   MT  1.00007842   -1 34 47.3
 LZ1686
 LZ1686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1686!SPC PA N     -   0.99990831  x   0.99997403  =   0.99988234
 LZ1686!UTM  18      -   0.99990831  x   1.00007842  =   0.99998672
 LZ1686
 LZ1686:                Primary Azimuth Mark                     Grid Az
 LZ1686:SPC PA N     -  DAVIS NO 1                               348 50 36.5
 LZ1686:UTM  18      -  DAVIS NO 1                               350 40 25.0
 LZ1686
 LZ1686|---------------------------------------------------------------------|
 LZ1686| PID    Reference Object                     Distance      Geod. Az  |
 LZ1686|                                                           dddmmss.s |
 LZ1686| LZ1692 DAVIS NO 1                          APPROX. 8.5 KM 3490537.7 |
 LZ1686|---------------------------------------------------------------------|
 LZ1686
 LZ1686                          SUPERSEDED SURVEY CONTROL
 LZ1686
 LZ1686  NAD 83(1996)-  41 45 13.15937(N)    077 22 17.70939(W) AD(       ) 3
 LZ1686  NAD 83(1986)-  41 45 13.16151(N)    077 22 17.70744(W) AD(       ) 3
 LZ1686  NAD 27      -  41 45 12.88799(N)    077 22 18.77041(W) AD(       ) 3
 LZ1686
 LZ1686.Superseded values are not recommended for survey control.
 LZ1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1686.See file dsdata.txt to determine how the superseded data were derived.
 LZ1686
 LZ1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM0282925144(NAD 83)
 LZ1686_MARKER: DD = SURVEY DISK
 LZ1686_SETTING: 0 = UNSPECIFIED SETTING
 LZ1686_MAGNETIC: N = NO MAGNETIC MATERIAL
 LZ1686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1686
 LZ1686  HISTORY     - Date     Condition        Report By
 LZ1686  HISTORY     - 1899     MONUMENTED       USGS
 LZ1686
 LZ1686                          STATION DESCRIPTION
 LZ1686
 LZ1686'DESCRIBED BY US GEOLOGICAL SURVEY 1899 (OJ)
 LZ1686'LOCATED IN DELMAR TOWNSHIP, ON SPUR OF MAIN RIDGE, 3.0 MI W. OF
 LZ1686'WELLSBORO.  ON PROPERTY OF WILLIAM BELFOR, WHO LIVES 0.2 MI S. OF
 LZ1686'STATION.
 LZ1686'
 LZ1686'STATION MARK-- STANDARD DISK IN TOP OF 36- BY 6- BY 6-IN.
 LZ1686'SANDSTONE POST SET 34-IN. IN GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB2082 ***********************************************************************
 MB2082  DESIGNATION -  BELL
 MB2082  PID         -  MB2082
 MB2082  STATE/COUNTY-  PA/CRAWFORD
 MB2082  USGS QUAD   -  ANDOVER (1994)
 MB2082
 MB2082                         *CURRENT SURVEY CONTROL
 MB2082  ___________________________________________________________________
 MB2082* NAD 83(1992)-  41 35 02.70840(N)    080 30 08.64280(W)     ADJUSTED  
 MB2082* NAVD 88     -       319.     (meters)    1047.     (feet)  SCALED    
 MB2082  ___________________________________________________________________
 MB2082  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 MB2082  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 MB2082
 MB2082  HORZ ORDER  -  THIRD
 MB2082
 MB2082.The horizontal coordinates were established by classical geodetic methods
 MB2082.and adjusted by the National Geodetic Survey in June 2002..
 MB2082
 MB2082.The orthometric height was scaled from a topographic map.
 MB2082
 MB2082.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2082
 MB2082.The geoid height was determined by GEOID03.
 MB2082
 MB2082;                    North         East     Units Scale Factor Converg.
 MB2082;SPC PA N     -   161,057.195   370,530.163   MT  0.99996106   -1 49 15.0
 MB2082;SPC PA N     -   528,401.81  1,215,647.71   sFT  0.99996106   -1 49 15.0
 MB2082;SPC OH N     -   214,833.750   766,558.010   MT  0.99997971   +1 18 44.4
 MB2082;UTM  17      - 4,603,718.955   541,477.307   MT  0.99962117   +0 19 49.0
 MB2082
 MB2082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2082!SPC PA N     -   0.99995530  x   0.99996106  =   0.99991637
 MB2082!SPC OH N     -   0.99995530  x   0.99997971  =   0.99993501
 MB2082!UTM  17      -   0.99995530  x   0.99962117  =   0.99957649
 MB2082
 MB2082:                Primary Azimuth Mark                     Grid Az
 MB2082:SPC PA N     -  BLACK                                    259 55 03.7
 MB2082:SPC OH N     -  BLACK                                    256 47 04.3
 MB2082:UTM  17      -  BLACK                                    257 45 59.7
 MB2082
 MB2082|---------------------------------------------------------------------|
 MB2082| PID    Reference Object                     Distance      Geod. Az  |
 MB2082|                                                           dddmmss.s |
 MB2082| MB2085 BLACK                               APPROX. 2.3 KM 2580548.7 |
 MB2082| MB2086 ANDOVER MUNICIPAL TOWER             APPROX. 6.7 KM 2972441.8 |
 MB2082|---------------------------------------------------------------------|
 MB2082
 MB2082                          SUPERSEDED SURVEY CONTROL
 MB2082
 MB2082  NAD 83(1995)-  41 35 02.70837(N)    080 30 08.64284(W) AD(       ) 3
 MB2082  NAD 83(1986)-  41 35 02.71280(N)    080 30 08.63897(W) AD(       ) 3
 MB2082  NAD 27      -  41 35 02.51300(N)    080 30 09.38800(W) AD(       ) 3
 MB2082
 MB2082.Superseded values are not recommended for survey control.
 MB2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2082.See file dsdata.txt to determine how the superseded data were derived.
 MB2082
 MB2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG4147703719(NAD 83)
 MB2082_MARKER: Z = SEE DESCRIPTION
 MB2082_SETTING: 0 = UNSPECIFIED SETTING
 MB2082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2082
 MB2082  HISTORY     - Date     Condition        Report By
 MB2082  HISTORY     - 1941     MONUMENTED       PADFW
 MB2082  HISTORY     - 1959     SEE DESCRIPTION  USGS
 MB2082
 MB2082                          STATION DESCRIPTION
 MB2082
 MB2082'DESCRIBED BY PA DEPT FORESTS WTRS 1941
 MB2082'REACHED FROM ESPYVILLE BY GOING W ON ROUTE 255 FOR 0.6 MILE TO
 MB2082'TOWNSHIP ROAD NO. 20150 AT THE E END OF THE ANDOVER CAUSEWAY,
 MB2082'THENCE S ON THIS ROAD FOR 1.6 MILES TO PRIVATE ROAD LEADING W ALONG S
 MB2082'SIDE OF MR. CAMPBELLS PASTURE FOR 0.1 MILE TO STATION.
 MB2082'
 MB2082'THE STATION IS 2.4 FEET N OF WIRE FENCE SEPARATING CAMPBELLS PASTURE
 MB2082'FROM LAND OF ADJOINING PROPERTY OWNER AND 55.89 FEET W OF A
 MB2082'2-INCH IRON PIPE WHICH IS CLOSE TO A 4-FOOT WILLOW TREE AT W EDGE OF
 MB2082'PUBLIC ROAD.
 MB2082'
 MB2082'THE STATION IS MARKED WITH A PA. COORDINATE SYSTEM BRONZE TABLET, SET
 MB2082'IN THE TOP OF A 6- BY 6- BY 42-INCH CONCRETE MONUMENT
 MB2082'PROTRUDING 3 INCHES ABOVE GROUND LEVEL.
 MB2082'
 MB2082'THE SUBSURFACE MARK IS A CONCRETE SLAB 8 BY 8 BY 3 INCHES WITH
 MB2082'1/4-INCH COPPER PLUG FOR CENTER.
 MB2082
 MB2082                          STATION RECOVERY (1959)
 MB2082
 MB2082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 MB2082'STATION REPORTED TO HAVE BEEN MOVED BY LOCAL RESIDENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0076 ***********************************************************************
 ND0076  DESIGNATION -  BELLE
 ND0076  PID         -  ND0076
 ND0076  STATE/COUNTY-  PA/ERIE
 ND0076  USGS QUAD   -  ERIE SOUTH (1996)
 ND0076
 ND0076                         *CURRENT SURVEY CONTROL
 ND0076  ___________________________________________________________________
 ND0076* NAD 83(1992)-  42 05 16.53545(N)    080 00 51.31621(W)     ADJUSTED  
 ND0076* NAVD 88     -       350.151  (meters)    1148.79   (feet)  ADJUSTED  
 ND0076  ___________________________________________________________________
 ND0076  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 ND0076  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 ND0076  DYNAMIC HT  -         350.021 (meters)    1148.36  (feet)  COMP
 ND0076  MODELED GRAV-     980,241.0   (mgal)                       NAVD 88
 ND0076
 ND0076  HORZ ORDER  -  SECOND
 ND0076  VERT ORDER  -  SECOND    CLASS 0
 ND0076
 ND0076.The horizontal coordinates were established by classical geodetic methods
 ND0076.and adjusted by the National Geodetic Survey in June 2002..
 ND0076
 ND0076.The orthometric height was determined by differential leveling
 ND0076.and adjusted by the National Geodetic Survey in June 1991..
 ND0076
 ND0076.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0076
 ND0076.The geoid height was determined by GEOID03.
 ND0076
 ND0076.The dynamic height is computed by dividing the NAVD 88
 ND0076.geopotential number by the normal gravity value computed on the
 ND0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0076.degrees latitude (g = 980.6199 gals.).
 ND0076
 ND0076.The modeled gravity was interpolated from observed gravity values.
 ND0076
 ND0076;                    North         East     Units Scale Factor Converg.
 ND0076;SPC PA N     -   215,820.310   412,679.863   MT  1.00002530   -1 29 52.4
 ND0076;SPC PA N     -   708,070.47  1,353,933.85   sFT  1.00002530   -1 29 52.4
 ND0076;UTM  17      - 4,660,008.764   581,525.032   MT  0.99968178   +0 39 38.7
 ND0076
 ND0076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ND0076!SPC PA N     -   0.99995051  x   1.00002530  =   0.99997581
 ND0076!UTM  17      -   0.99995051  x   0.99968178  =   0.99963231
 ND0076
 ND0076|---------------------------------------------------------------------|
 ND0076| PID    Reference Object                     Distance      Geod. Az  |
 ND0076|                                                           dddmmss.s |
 ND0076| ND0078 BELLE RM 1                           13.766 METERS 00631     |
 ND0076| ND0140 LANG RESET                          APPROX. 1.6 KM 2245329.2 |
 ND0076| ND0077 BELLE RM 2                           14.351 METERS 27040     |
 ND0076|---------------------------------------------------------------------|
 ND0076
 ND0076                          SUPERSEDED SURVEY CONTROL
 ND0076
 ND0076  NAD 83(1996)-  42 05 16.53661(N)    080 00 51.31648(W) AD(       ) 2
 ND0076  NAD 83(1995)-  42 05 16.53883(N)    080 00 51.31294(W) AD(       ) 2
 ND0076  NAD 83(1986)-  42 05 16.54083(N)    080 00 51.31218(W) AD(       ) 2
 ND0076  NAD 27      -  42 05 16.34460(N)    080 00 52.12250(W) AD(       ) 2
 ND0076  NGVD 29 (??/??/92)  350.367  (m)         1149.50   (f) ADJ UNCH    2 0
 ND0076
 ND0076.Superseded values are not recommended for survey control.
 ND0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0076.See file dsdata.txt to determine how the superseded data were derived.
 ND0076
 ND0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG8152560009(NAD 83)
 ND0076_MARKER: DS = TRIANGULATION STATION DISK
 ND0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ND0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ND0076_STAMPING: BELLE 1961
 ND0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ND0076+STABILITY: SURFACE MOTION
 ND0076
 ND0076  HISTORY     - Date     Condition        Report By
 ND0076  HISTORY     - 1961     MONUMENTED       CGS
 ND0076  HISTORY     - 1961     GOOD             CGS
 ND0076
 ND0076                          STATION DESCRIPTION
 ND0076
 ND0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 ND0076'THE STATION IS LOCATED IN THE MIDDLE STRIP BETWEEN THE EAST AND WEST
 ND0076'LANES OF INTERSTATE HIGHWAY 90, 3-1/2 MILES
 ND0076'SOUTH-SOUTHEAST OF ERIE, 1-1/4 MILE SOUTH-SOUTHEAST OF BELLE VALLEY.
 ND0076'
 ND0076'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND
 ND0076'INTERSTATE HIGHWAY 90 ABOUT 4.0 MILES SOUTH OF ERIE, GO
 ND0076'EAST ON INTERSTATE HIGHWAY 90 FOR 3.5 MILES TO AN OVERPASS OVER A
 ND0076'RAILROAD, CONTINUE EAST ON HIGHWAY 90 FOR 0.4 MILE
 ND0076'TO AN UNDERPASS, CONTINUE EAST ON HIGHWAY 90 FOR 0.7 MILE TO THE
 ND0076'STATION ON THE LEFT AS DESCRIBED.
 ND0076'
 ND0076'THE STATION MARK, IS A STANDARD DISK STAMPED BELLE 1961, CEMENTED IN
 ND0076'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS 1 INCH BELOW THE
 ND0076'GROUND SURFACE.  IT IS 15.0 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 ND0076'CORNER OF A STEEL DRAINAGE CULVERT, 24.6 FEET
 ND0076'NORTH-NORTHWEST OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE OF
 ND0076'HIGHWAY 90 AND 55.5 FEET SOUTH-SOUTHEAST OF THE CENTERLINE
 ND0076'OF THE WEST BOUND TRAFFIC LANE OF HIGHWAY 90.
 ND0076'
 ND0076'REFERENCE MARK 1, IS A STANDARD DISK STAMPED BELLE NO 1 1961,
 ND0076'CEMENTED IN A DRILL HOLE IN BED ROCK ABOUT 12.0 INCHES
 ND0076'BELOW THE GROUND SURFACE.  IT IS 27.0 FEET SOUTH-SOUTHEAST OF THE
 ND0076'CENTERLINE OF THE WEST BOUND TRAFFIC LANE OF HIGHWAY 90,
 ND0076'35.0 FEET NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF THE STEEL
 ND0076'DRAINAGE CULVERT AND 53.0 FEET NORTH-NORTHWEST OF THE
 ND0076'CENTERLINE OF THE EAST BOUND TRAFFIC LANE OF HIGHWAY 90.
 ND0076'
 ND0076'REFERENCE MARK 2, IS A STANDARD DISK STAMPED BELLE NO 2 1961,
 ND0076'CEMENTED IN A DRILL HOLE IN BED ROCK AND ABOUT 12.0
 ND0076'INCHES BELOW THE GROUND SURFACE.  IT IS 22.6 FEET SOUTH-SOUTHEAST OF
 ND0076'THE CENTER LINE OF THE WEST BOUND TRAFFIC LANE OF
 ND0076'HIGHWAY 90, 40.6 FEET WEST OF THE SOUTHEAST CORNER OF THE STEEL
 ND0076'CULVERT AND 57.4 FEET NORTH-NORTHWEST OF
 ND0076'THE CENTERLINE OF THE EAST BOUND LANE OF HIGHWAY 90.
 ND0076'
 ND0076'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 ND0076
 ND0076                          STATION RECOVERY (1961)
 ND0076
 ND0076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 ND0076'7.55 MI SE FROM ERIE.
 ND0076'ABOUT 3.0 MILES SOUTH OF ERIE CITY LIMITS ALONG U.S. HIGHWAY 19
 ND0076'TO JUNCTION OF INTERSTATE HIGHWAY 90 AND U.S. HIGHWAY 19, THENCE
 ND0076'EAST ALONG INTERSTATE HIGHWAY 90 FOR 4.55 MILES, 55.5 FEET SOUTH
 ND0076'OF THE WEST BOUND LANE OF TRAFFIC, 24.6 FEET NORTH OF THE EAST
 ND0076'BOUND LANE OF TRAFFIC, AND 15.0 FEET SOUTHEAST OF AN IRON STORM
 ND0076'SEWER. IT IS SET IN THE TOP OF A CONCRETE MONUMENT THAT IS ABOUT 1
 ND0076'INCH ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2389 ***********************************************************************
 KX2389  DESIGNATION -  BELLE
 KX2389  PID         -  KX2389
 KX2389  STATE/COUNTY-  PA/FAYETTE
 KX2389  USGS QUAD   -  FAYETTE CITY (1979)
 KX2389
 KX2389                         *CURRENT SURVEY CONTROL
 KX2389  ___________________________________________________________________
 KX2389* NAD 83(1992)-  40 07 16.17569(N)    079 51 05.42437(W)     ADJUSTED  
 KX2389* NAVD 88     -       354.4    (meters)    1163.     (feet)  VERTCON   
 KX2389  ___________________________________________________________________
 KX2389  X           -     860,612.339 (meters)                     COMP
 KX2389  Y           -  -4,807,877.184 (meters)                     COMP
 KX2389  Z           -   4,088,489.106 (meters)                     COMP
 KX2389  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 KX2389  ELLIP HEIGHT-         321.26  (meters)          (06/21/02) GPS OBS
 KX2389  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KX2389
 KX2389  HORZ ORDER  -  FIRST
 KX2389  ELLP ORDER  -  FOURTH    CLASS I
 KX2389
 KX2389.The horizontal coordinates were established by GPS observations
 KX2389.and adjusted by the National Geodetic Survey in June 2002..
 KX2389
 KX2389.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2389
 KX2389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KX2389
 KX2389.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2389
 KX2389.The ellipsoidal height was determined by GPS observations
 KX2389.and is referenced to NAD 83.
 KX2389
 KX2389.The geoid height was determined by GEOID03.
 KX2389
 KX2389;                    North         East     Units Scale Factor Converg.
 KX2389;SPC PA S     -    89,607.254   420,883.020   MT  0.99997595   -1 21 48.4
 KX2389;SPC PA S     -   293,986.47  1,380,847.04   sFT  0.99997595   -1 21 48.4
 KX2389;UTM  17      - 4,441,837.023   597,862.675   MT  0.99971790   +0 44 24.6
 KX2389
 KX2389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2389!SPC PA S     -   0.99994960  x   0.99997595  =   0.99992556
 KX2389!UTM  17      -   0.99994960  x   0.99971790  =   0.99966752
 KX2389
 KX2389                          SUPERSEDED SURVEY CONTROL
 KX2389
 KX2389  NAD 83(1995)-  40 07 16.17576(N)    079 51 05.42545(W) AD(       ) 1
 KX2389  NAD 83(1992)-  40 07 16.17791(N)    079 51 05.43242(W) AD(       ) 1
 KX2389  NGVD 29 (02/08/94)  354.6    (m)         1163.     (f) GPS OBS        
 KX2389
 KX2389.Superseded values are not recommended for survey control.
 KX2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2389.See file dsdata.txt to determine how the superseded data were derived.
 KX2389
 KX2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE9786341837(NAD 83)
 KX2389_MARKER: DD = SURVEY DISK
 KX2389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2389_SP_SET: CONCRETE POST
 KX2389_STAMPING: BELLE 1989
 KX2389_MARK LOGO: USE   
 KX2389_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KX2389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX2389+STABILITY: SURFACE MOTION
 KX2389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX2389+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KX2389
 KX2389  HISTORY     - Date     Condition        Report By
 KX2389  HISTORY     - 1989     MONUMENTED       HARTMN
 KX2389
 KX2389                          STATION DESCRIPTION
 KX2389
 KX2389'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 KX2389'LOCATED ON THE RIGHT BANK RIVER HILL, SOUTH OF BELLE VERNON, IN A
 KX2389'SECTION KNOWN AS LYNNWOOD.
 KX2389'TO REACH - FROM THE EASTBOUND LANE OF INTERSTATE NO. 70 AT EXIT NO.
 KX2389'19, PROCEED UP THE EXIT RAMP TO FAYETTE STREET.  TURN LEFT AND
 KX2389'PROCEED SOUTHEAST ON FAYETTE STREET FOR ONE-TENTH OF A MILE TO BROAD
 KX2389'STREET.  TURN LEFT ON BROAD STREET FOR ONE-TENTH OF A MILE AND THEN
 KX2389'RIGHT BACK ONTO FAYETTE STREET.  CONTINUE ON FAYETTE STREET (PASSING
 KX2389'KNOWLE STREET, WHICH LEADS TO NGS STATION SPEERS, AND CROSSING THE
 KX2389'COUNTY LINE) FOR SEVEN-TENTHS OF A MILE TO FIRST STREET.  TURN RIGHT
 KX2389'ONTO FIRST STREET AND CONTINUE FOR THREE-TENTHS OF A MILE TO A HIGH
 KX2389'POINT AT THE INTERSECTION OF AN UNPAVED STREET OR ALLEY.  TURN LEFT
 KX2389'ONTO THE UNPAVED ALLEY AND CONTINUE UP THE HILL FOR ONE-TENTH OF A
 KX2389'MILE TO A BEND TO THE LEFT.  THE STATION IS ABOUT 100 FT (30.48 M)
 KX2389'(30.5 MT) SOUTH OF THE BEND OF THE ALLEY.
 KX2389'THE STATION IS A BRONZE DISK IN A CONCRETE MONUMENT.  LOCATED ON THE
 KX2389'EAST SIDE OF A FENCE SURROUNDING A PAVED TENNIS COURT, AND ALSO ABOUT
 KX2389'300 FT (91.44 M) (91.4 MT) SOUTHWEST OF A LARGE WATER TANK.
 KX2389'THE STATION IS 39.15 FT (11.93 M) (11.93 MT) SOUTHEAST OF THREE
 KX2389'VERTICAL PUNCH MARKS WHICH ARE 9 FT (2.74 M) (2.7 MT) ABOVE THE
 KX2389'GROUND IN A METAL RING ON A METAL LIGHT POLE, AND 47.12 FT (14.36 M)
 KX2389'(14.36 MT) NORTHEAST OF THREE VERTICAL PUNCH MARKS WHICH ARE 8 FT
 KX2389'(2.44 M) (2.4 MT) ABOVE THE GROUND IN A METAL RING ON A METAL LIGHT
 KX2389'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0078 ***********************************************************************
 ND0078  DESIGNATION -  BELLE RM 1
 ND0078  PID         -  ND0078
 ND0078  STATE/COUNTY-  PA/ERIE
 ND0078  USGS QUAD   -  ERIE SOUTH (1996)
 ND0078
 ND0078                         *CURRENT SURVEY CONTROL
 ND0078  ___________________________________________________________________
 ND0078* NAD 83(1986)-  42 05 16.     (N)    080 00 51.     (W)     SCALED    
 ND0078* NAVD 88     -       349.354  (meters)    1146.17   (feet)  ADJUSTED  
 ND0078  ___________________________________________________________________
 ND0078  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 ND0078  DYNAMIC HT  -         349.224 (meters)    1145.75  (feet)  COMP
 ND0078  MODELED GRAV-     980,241.0   (mgal)                       NAVD 88
 ND0078
 ND0078  VERT ORDER  -  SECOND    CLASS 0
 ND0078
 ND0078.The horizontal coordinates were scaled from a topographic map and have
 ND0078.an estimated accuracy of +/- 6 seconds.
 ND0078
 ND0078.The orthometric height was determined by differential leveling
 ND0078.and adjusted by the National Geodetic Survey in June 1991..
 ND0078
 ND0078.The geoid height was determined by GEOID03.
 ND0078
 ND0078.The dynamic height is computed by dividing the NAVD 88
 ND0078.geopotential number by the normal gravity value computed on the
 ND0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0078.degrees latitude (g = 980.6199 gals.).
 ND0078
 ND0078.The modeled gravity was interpolated from observed gravity values.
 ND0078
 ND0078;                    North         East    Units  Estimated Accuracy
 ND0078;SPC PA N     -   215,800.      412,690.      MT  (+/- 180 meters Scaled)
 ND0078
 ND0078                          SUPERSEDED SURVEY CONTROL
 ND0078
 ND0078  NGVD 29 (??/??/92)  349.569  (m)         1146.88   (f) ADJ UNCH    2 0
 ND0078
 ND0078.Superseded values are not recommended for survey control.
 ND0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0078.See file dsdata.txt to determine how the superseded data were derived.
 ND0078
 ND0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG815599(NAD 83)
 ND0078_MARKER: DR = REFERENCE MARK DISK
 ND0078_SETTING: 66 = SET IN ROCK OUTCROP
 ND0078_SP_SET: BEDROCK
 ND0078_STAMPING: BELLE NO 1 1961
 ND0078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ND0078+STABILITY: POSITION/ELEVATION WELL
 ND0078
 ND0078  HISTORY     - Date     Condition        Report By
 ND0078  HISTORY     - 1961     MONUMENTED       CGS
 ND0078
 ND0078                          STATION DESCRIPTION
 ND0078
 ND0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ND0078'7.55 MI SE FROM ERIE.
 ND0078'ABOUT 3.0 MILES SOUTH OF ERIE CITY LIMITS ALONG U.S. HIGHWAY 19
 ND0078'TO JUNCTION OF INTERSTATE HIGHWAY 90 AND U.S. HIGHWAY 19, THENCE
 ND0078'EAST ALONG INTERSTATE HIGHWAY 90 FOR 4.55 MILES, 53.0 FEET NORTH
 ND0078'OF THE EAST BOUND LANE OF TRAFFIC, 45.2 FEET NORTHEAST OF THE
 ND0078'STATION MARK, 35.0 FEET NORTHEAST OF THE CORNER OF THE IRON STORM
 ND0078'SEWER, AND 27.0 FEET SOUTH OF THE WEST BOUND LANE OF TRAFFIC. IT IS
 ND0078'SET IN A DRILL HOLE IN THE TOP OF BEDROCK ABOUT 1 FOOT BELOW THE
 ND0078'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0077 ***********************************************************************
 ND0077  DESIGNATION -  BELLE RM 2
 ND0077  PID         -  ND0077
 ND0077  STATE/COUNTY-  PA/ERIE
 ND0077  USGS QUAD   -  ERIE SOUTH (1996)
 ND0077
 ND0077                         *CURRENT SURVEY CONTROL
 ND0077  ___________________________________________________________________
 ND0077* NAD 83(1986)-  42 05 16.     (N)    080 00 51.     (W)     SCALED    
 ND0077* NAVD 88     -       349.840  (meters)    1147.77   (feet)  ADJUSTED  
 ND0077  ___________________________________________________________________
 ND0077  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 ND0077  DYNAMIC HT  -         349.710 (meters)    1147.34  (feet)  COMP
 ND0077  MODELED GRAV-     980,241.0   (mgal)                       NAVD 88
 ND0077
 ND0077  VERT ORDER  -  SECOND    CLASS 0
 ND0077
 ND0077.The horizontal coordinates were scaled from a topographic map and have
 ND0077.an estimated accuracy of +/- 6 seconds.
 ND0077
 ND0077.The orthometric height was determined by differential leveling
 ND0077.and adjusted by the National Geodetic Survey in June 1991..
 ND0077
 ND0077.The geoid height was determined by GEOID03.
 ND0077
 ND0077.The dynamic height is computed by dividing the NAVD 88
 ND0077.geopotential number by the normal gravity value computed on the
 ND0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0077.degrees latitude (g = 980.6199 gals.).
 ND0077
 ND0077.The modeled gravity was interpolated from observed gravity values.
 ND0077
 ND0077;                    North         East    Units  Estimated Accuracy
 ND0077;SPC PA N     -   215,800.      412,690.      MT  (+/- 180 meters Scaled)
 ND0077
 ND0077                          SUPERSEDED SURVEY CONTROL
 ND0077
 ND0077  NGVD 29 (??/??/92)  350.056  (m)         1148.48   (f) ADJ UNCH    2 0
 ND0077
 ND0077.Superseded values are not recommended for survey control.
 ND0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0077.See file dsdata.txt to determine how the superseded data were derived.
 ND0077
 ND0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG815599(NAD 83)
 ND0077_MARKER: DR = REFERENCE MARK DISK
 ND0077_SETTING: 66 = SET IN ROCK OUTCROP
 ND0077_SP_SET: BEDROCK
 ND0077_STAMPING: BELLE NO 2 1961
 ND0077_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ND0077+STABILITY: POSITION/ELEVATION WELL
 ND0077
 ND0077  HISTORY     - Date     Condition        Report By
 ND0077  HISTORY     - 1961     MONUMENTED       CGS
 ND0077
 ND0077                          STATION DESCRIPTION
 ND0077
 ND0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ND0077'7.55 MI SE FROM ERIE.
 ND0077'ABOUT 3.0 MILES SOUTH OF ERIE CITY LIMITS ALONG U.S. HIGHWAY 19 TO
 ND0077'JUNCTION OF INTERSTATE HIGHWAY 90 AND U.S. HIGHWAY 19, THENCE EAST
 ND0077'ALONG INTERSTATE HIGHWAY 90 FOR 4.55 MILES, 57.4 FEET NORTHWEST OF
 ND0077'THE EAST BOUND LANE OF TRAFFIC, 47.1 FEET SOUTH OF THE STATION, 22.6
 ND0077'FEET SOUTHEAST OF THE WEST BOUND LANE OF TRAFFIC. IT IS SET IN A
 ND0077'DRILL HOLE IN TOP OF BEDROCK, ABOUT 1.0 FOOT BELOW THE SURFACE OF
 ND0077'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2322 ***********************************************************************
 KW2322  DESIGNATION -  BELLEFONTE
 KW2322  PID         -  KW2322
 KW2322  STATE/COUNTY-  PA/CENTRE
 KW2322  USGS QUAD   -  BELLEFONTE (1998)
 KW2322
 KW2322                         *CURRENT SURVEY CONTROL
 KW2322  ___________________________________________________________________
 KW2322* NAD 83(1986)-  40 54 33.     (N)    077 46 52.     (W)     SCALED    
 KW2322* NAVD 88     -       228.591  (meters)     749.97   (feet)  ADJUSTED  
 KW2322  ___________________________________________________________________
 KW2322  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KW2322  DYNAMIC HT  -         228.484 (meters)     749.62  (feet)  COMP
 KW2322  MODELED GRAV-     980,149.1   (mgal)                       NAVD 88
 KW2322
 KW2322  VERT ORDER  -  SECOND    CLASS 0
 KW2322
 KW2322.The horizontal coordinates were scaled from a topographic map and have
 KW2322.an estimated accuracy of +/- 6 seconds.
 KW2322
 KW2322.The orthometric height was determined by differential leveling
 KW2322.and adjusted by the National Geodetic Survey in June 1991..
 KW2322
 KW2322.The geoid height was determined by GEOID03.
 KW2322
 KW2322.The dynamic height is computed by dividing the NAVD 88
 KW2322.geopotential number by the normal gravity value computed on the
 KW2322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2322.degrees latitude (g = 980.6199 gals.).
 KW2322
 KW2322.The modeled gravity was interpolated from observed gravity values.
 KW2322
 KW2322;                    North         East    Units  Estimated Accuracy
 KW2322;SPC PA N     -    82,460.      597,380.      MT  (+/- 180 meters Scaled)
 KW2322
 KW2322                          SUPERSEDED SURVEY CONTROL
 KW2322
 KW2322  NGVD 29 (??/??/??)  228.796  (m)          750.64   (f) ADJUSTED    2 0
 KW2322
 KW2322.Superseded values are not recommended for survey control.
 KW2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2322.See file dsdata.txt to determine how the superseded data were derived.
 KW2322
 KW2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL657323(NAD 83)
 KW2322_MARKER: DB = BENCH MARK DISK
 KW2322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2322_SP_SET: PUMPHOUSE
 KW2322_STAMPING: BELLEFONTE 1934
 KW2322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2322
 KW2322  HISTORY     - Date     Condition        Report By
 KW2322  HISTORY     - 1934     MONUMENTED       CGS
 KW2322  HISTORY     - 19960504 GOOD             USPSQD
 KW2322
 KW2322                          STATION DESCRIPTION
 KW2322
 KW2322'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW2322'AT BELLEFONTE.
 KW2322'IN THE SOUTH SIDE OF THE BIG SPRINGS PUMPHOUSE, ABOUT 50 FEET
 KW2322'WEST OF THE CENTER LINE OF WATER STREET, 1 FOOT WEST OF THE
 KW2322'SOUTHEAST CORNER OF THE BUILDING, AND ABOUT 4 FEET ABOVE THE
 KW2322'STREET, AND SET VERTICALLY.
 KW2322
 KW2322                          STATION RECOVERY (1996)
 KW2322
 KW2322'RECOVERY NOTE BY US POWER SQUADRON 1996
 KW2322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2939 ***********************************************************************
 KW2939  DESIGNATION -  BELLEFONTE
 KW2939  PID         -  KW2939
 KW2939  STATE/COUNTY-  PA/CENTRE
 KW2939  USGS QUAD   -  BELLEFONTE (1998)
 KW2939
 KW2939                         *CURRENT SURVEY CONTROL
 KW2939  ___________________________________________________________________
 KW2939* NAD 83(1992)-  40 54 30.85168(N)    077 46 32.13555(W)     ADJUSTED  
 KW2939* NAVD 88     -       284.     (meters)     932.     (feet)  VERTCON   
 KW2939  ___________________________________________________________________
 KW2939  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 KW2939  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KW2939
 KW2939  HORZ ORDER  -  SECOND
 KW2939
 KW2939.The horizontal coordinates were established by classical geodetic methods
 KW2939.and adjusted by the National Geodetic Survey in June 2002..
 KW2939
 KW2939.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2939
 KW2939.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2939
 KW2939.The geoid height was determined by GEOID03.
 KW2939
 KW2939;                    North         East     Units Scale Factor Converg.
 KW2939;SPC PA N     -    82,391.595   597,843.746   MT  0.99999602   -0 01 01.0
 KW2939;SPC PA N     -   270,313.09  1,961,425.69   sFT  0.99999602   -0 01 01.0
 KW2939;UTM  18      - 4,532,317.026   266,232.904   MT  1.00027265   -1 49 06.3
 KW2939
 KW2939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2939!SPC PA N     -   0.99996070  x   0.99999602  =   0.99995672
 KW2939!UTM  18      -   0.99996070  x   1.00027265  =   1.00023334
 KW2939
 KW2939:                Primary Azimuth Mark                     Grid Az
 KW2939:SPC PA N     -  BELLEFONTE AZ MK                         077 14 37.5
 KW2939:UTM  18      -  BELLEFONTE AZ MK                         079 02 42.8
 KW2939
 KW2939|---------------------------------------------------------------------|
 KW2939| PID    Reference Object                     Distance      Geod. Az  |
 KW2939|                                                           dddmmss.s |
 KW2939| CK6614 BELLEFONTE AZ MK                                   0771336.5 |
 KW2939| CK6615 BELLEFONTE RM 1                      19.019 METERS 09940     |
 KW2939| KW2907 ROCKVIEW                            APPROX. 7.3 KM 1604633.5 |
 KW2939| CK6616 BELLEFONTE RM 2                      27.782 METERS 27130     |
 KW2939| KW2945 PURDUE FIRE TOWER                   APPROX. 4.3 KM 2750013.1 |
 KW2939| KW2940 AIRWAY BN 52 A SW OF MILESBURG      APPROX. 2.9 KM 3005250.8 |
 KW2939|---------------------------------------------------------------------|
 KW2939
 KW2939                          SUPERSEDED SURVEY CONTROL
 KW2939
 KW2939  NAD 83(1986)-  40 54 30.85108(N)    077 46 32.13740(W) AD(       ) 2
 KW2939  NAD 27      -  40 54 30.63800(N)    077 46 33.13400(W) AD(       ) 2
 KW2939  NGVD 29 (07/19/86)  284.     (m)          932.     (f) VERT ANG       
 KW2939
 KW2939.Superseded values are not recommended for survey control.
 KW2939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2939.See file dsdata.txt to determine how the superseded data were derived.
 KW2939
 KW2939_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL6623332317(NAD 83)
 KW2939_MARKER: DS = TRIANGULATION STATION DISK
 KW2939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2939_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KW2939
 KW2939  HISTORY     - Date     Condition        Report By
 KW2939  HISTORY     - 1938     MONUMENTED       CGS
 KW2939  HISTORY     - 19960807 POOR             USPSQD
 KW2939
 KW2939                          STATION DESCRIPTION
 KW2939
 KW2939'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 KW2939'STATION IS AT CITY RESERVOIR, AT S END OF ALLEGHENY ST. IN CITY OF
 KW2939'BELLEFONTE.  MARK IS SET IN SE CORNER OF GUARD FENCE AROUND
 KW2939'RESERVOIR, 19 FEET N OF CENTER LINE OF STREET ALONG S SIDE, 9.5 FEET
 KW2939'N OF E-W FENCE, 11.5 FEET W OF N-S FENCE, AND FLUSH WITH GROUND.
 KW2939'
 KW2939'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KW2939'BRONZE DISKS SET IN CONCRETE.
 KW2939'
 KW2939'REFERENCE MARK NO. 1 IS 19.019 METERS SE OF STATION, 1 FOOT N OF
 KW2939'BARBWIRE FENCE LINE, 9 FEET E OF GATE, 11 FEET S OF CENTER LINE
 KW2939'OF ROAD, PROJECTS 6 INCHES ABOVE GROUND, AND STAMPED BELLEFONTE NO. 1
 KW2939'1938.  REFERENCE MARK NO. 2 IS 27.782 METERS WNW OF STATION,
 KW2939'IN CONCRETE LEDGE AROUND RESERVOIR, 1.5 FEET W OF E EDGE, AND STAMPED
 KW2939'BELLEFONTE NO. 2 1938.
 KW2939'
 KW2939'AZIMUTH MARK IS 0.1 MILE E OF STATION, 1 FOOT N OF FENCE LINE 6 FEET
 KW2939'S OF CENTER LINE OF ROAD, AND 18 FEET SE OF A CROTCHED 10-INCH
 KW2939'CHERRY TREE.
 KW2939'
 KW2939'TO REACH STATION, GO S ON ALLEGHENY ST. TO TOP OF HILL, TURN R, AND
 KW2939'CONTINUE 0.05 MILE TO RESERVOIR AND STATION.
 KW2939'
 KW2939'HEIGHT OF LIGHT ABOVE STATION MARK - 26.5 METERS.
 KW2939
 KW2939                          STATION RECOVERY (1996)
 KW2939
 KW2939'RECOVERY NOTE BY US POWER SQUADRON 1996
 KW2939'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2191 ***********************************************************************
 KX2191  DESIGNATION -  BELLWOOD
 KX2191  PID         -  KX2191
 KX2191  STATE/COUNTY-  PA/BLAIR
 KX2191  USGS QUAD   -  BELLWOOD (1984)
 KX2191
 KX2191                         *CURRENT SURVEY CONTROL
 KX2191  ___________________________________________________________________
 KX2191* NAD 83(1992)-  40 35 23.67850(N)    078 19 56.11716(W)     ADJUSTED  
 KX2191* NAVD 88     -       383.7    (meters)    1259.     (feet)  VERTCON   
 KX2191  ___________________________________________________________________
 KX2191  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 KX2191  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KX2191
 KX2191  HORZ ORDER  -  SECOND
 KX2191
 KX2191.The horizontal coordinates were established by classical geodetic methods
 KX2191.and adjusted by the National Geodetic Survey in June 2002..
 KX2191
 KX2191.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2191
 KX2191.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2191
 KX2191.The geoid height was determined by GEOID03.
 KX2191
 KX2191;                    North         East     Units Scale Factor Converg.
 KX2191;SPC PA S     -   139,687.338   550,711.728   MT  0.99996244   -0 22 39.9
 KX2191;SPC PA S     -   458,290.87  1,806,793.39   sFT  0.99996244   -0 22 39.9
 KX2191;UTM  17      - 4,496,655.842   725,758.942   MT  1.00022740   +1 44 11.3
 KX2191
 KX2191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2191!SPC PA S     -   0.99994498  x   0.99996244  =   0.99990742
 KX2191!UTM  17      -   0.99994498  x   1.00022740  =   1.00017237
 KX2191
 KX2191:                Primary Azimuth Mark                     Grid Az
 KX2191:SPC PA S     -  TIPTON PITTSBURGH PLATE TANK             037 00 21.8
 KX2191:UTM  17      -  TIPTON PITTSBURGH PLATE TANK             034 53 30.6
 KX2191
 KX2191|---------------------------------------------------------------------|
 KX2191| PID    Reference Object                     Distance      Geod. Az  |
 KX2191|                                                           dddmmss.s |
 KX2191| KX2188 TIPTON PITTSBURGH PLATE TANK        APPROX. 6.0 KM 0363741.9 |
 KX2191| KX2184 TYRONE SUSQUE VALLEY TV MAST        APPROX.13.0 KM 0434617.8 |
 KX2191| CK6617 BELLWOOD AZ MK                                     0635911.9 |
 KX2191| CK6618 BELLWOOD RM 1                         9.054 METERS 07240     |
 KX2191| CK6619 BELLWOOD RM 2                        12.045 METERS 18317     |
 KX2191| KX2204 ALTOONA TV STATION WFBG MAST        APPROX. 9.6 KM 2543446.1 |
 KX2191|---------------------------------------------------------------------|
 KX2191
 KX2191                          SUPERSEDED SURVEY CONTROL
 KX2191
 KX2191  NAD 83(1986)-  40 35 23.68371(N)    078 19 56.12724(W) AD(       ) 2
 KX2191  NAD 27      -  40 35 23.44631(N)    078 19 57.07619(W) AD(       ) 2
 KX2191  NGVD 29 (07/19/86)  383.9    (m)         1260.     (f) VERT ANG       
 KX2191
 KX2191.Superseded values are not recommended for survey control.
 KX2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2191.See file dsdata.txt to determine how the superseded data were derived.
 KX2191
 KX2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE2575996656(NAD 83)
 KX2191_MARKER: DS = TRIANGULATION STATION DISK
 KX2191_SETTING: 66 = SET IN ROCK OUTCROP
 KX2191
 KX2191  HISTORY     - Date     Condition        Report By
 KX2191  HISTORY     - 1941     MONUMENTED       CGS
 KX2191  HISTORY     - 1967     GOOD             CGS
 KX2191
 KX2191                          STATION DESCRIPTION
 KX2191
 KX2191'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2191'STATION IS LOCATED ABOUT 3/4 MILE SE OF THE CENTER OF BELLWOOD ON THE
 KX2191'HIGHEST POINT ATOP THE MOST NORTHERLY OF A GROUP OF BARE-TOPPED
 KX2191'HILLS.  THERE IS TIMBER ON THE NW SLOPE OF THE HILL.  THE STATION IS
 KX2191'ON LAND OWNED AND OCCUPIED BY J.F. DENGATE AND IS LOCATED ABOUT 0.4
 KX2191'MILE NE OF THE DENGATE FARMHOUSE.  IT IS SET FLUSH AND IS STAMPED
 KX2191'BELLWOOD 1941.
 KX2191'
 KX2191'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 KX2191'HOLES IN OUTCROPPING BEDROCK.
 KX2191'
 KX2191'REFERENCE MARK NO. 1 IS SET FLUSH AND IS STAMPED BELLWOOD NO. 1 1941.
 KX2191'
 KX2191'REFERENCE MARK NO. 2 IS SET FLUSH AND IS STAMPED BELLWOOD NO. 2 1941.
 KX2191'
 KX2191'THE AZIMUTH MARK IS IN THE TOP OF THE CONCRETE CULVERT ON THE E SIDE
 KX2191'OF U.S. HIGHWAY 220, 15 FEET E OF THE CENTER OF THE HIGHWAY AND ABOUT
 KX2191'150 FEET S OF A PAVED SIDE ROAD LEADING W AND OPPOSITE THE CABINS AT
 KX2191'THE OLD LOG TAVERN.  IT IS A STANDARD DISK, STAMPED BELLWOOD
 KX2191'1941, SET IN A DRILL HOLE FLUSH WITH THE SURFACE OF THE CULVERT.
 KX2191'
 KX2191'TO REACH THE AZIMUTH MARK FROM THE DENGATE FARM, GO N ON PAVED ROAD
 KX2191'FOR 0.5 MILE, THEN TURN RIGHT AND GO E ON PAVED ROAD FOR 0.7 MILE TO
 KX2191'U.S. HIGHWAY 220, TURN RIGHT AND GO 150 FEET TO CULVERT AND MARK ON
 KX2191'THE LEFT (E) SIDE OF THE HIGHWAY.
 KX2191'
 KX2191'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 220 AND STATE
 KX2191'HIGHWAY 865 AT EVANS SERVICE STATION, 3/4 MILE E OF BELLWOOD, GO S
 KX2191'ON U.S. HIGHWAY 220 FOR 0.5 MILE TO A SIDE ROAD LEFT, TURN LEFT AND
 KX2191'GO W FOR 0.7 MILE TO A T-ROAD, TURN LEFT AND GO S FOR 0.5 MILE TO
 KX2191'THE DENGATE FARM ON THE LEFT, TURN LEFT AND GO 0.05 MILE TO DENGATE
 KX2191'HOUSE, THEN CONTINUE THROUGH GATE INTO BARN LOT, TURN LEFT AND
 KX2191'GO 0.05 MILE TO GATE ENTERING FIELD AT NE CORNER OF BARN, PASS
 KX2191'THROUGH GATE AND FOLLOW FIELD ROAD N AND E ACROSS FIELD AND UP A
 KX2191'VALLEY FOR 0.35 MILE TO BASE OF HILL, THEN TURN LEFT UP HILL TO TOP
 KX2191'AND STATION AT HIGHEST POINT.
 KX2191'
 KX2191'NOTE-DO NOT DAMAGE SMALL LOCUST TREES.
 KX2191'
 KX2191'A 15-FOOT STAND WILL SEE A 74-FOOT LIGHT AT ALTOONA ASTRONOMIC 1890.
 KX2191'A 34-FOOT LIGHT AT
 KX2191'STATION WOPSY IS VISIBLE FROM THE GROUND AT THIS STATION.
 KX2191'A 34-FOOT LIGHT AT STATION KETTLE IS
 KX2191'VISIBLE FROM THE GROUND AT THIS STATION.
 KX2191'
 KX2191'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
 KX2191
 KX2191                          STATION RECOVERY (1967)
 KX2191
 KX2191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2191'THE STATION MARK, REFERENCE MARK NO. 1, NO. 2 AND THE AZIMUTH MARK
 KX2191'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DUE TO CHANGE OF
 KX2191'THE LAND OWNERS AND ROADS AN ADDITIONAL TO REACH FOLLOWS- THE
 KX2191'PROPERTY IS NOW OWNED BY MR. S.J. CAROSELLI.
 KX2191'
 KX2191'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 220 AND STATE
 KX2191'ROUTE 865 AT THE EAST EDGE OF BELLWOOD, GO SOUTH ON U.S. HIGHWAY 220
 KX2191'FOR 0.5 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO WEST FOR
 KX2191'0.05 MILE TO A CROSSROAD, OLD U.S. HIGHWAY 220, (TURN LEFT AND GO
 KX2191'SOUTH FOR 150 FEET TO THE AZIMUTH MARK ON THE LEFT) CONTINUE WESTERLY
 KX2191'FOR 0.7 MILE TO A T-ROAD, TURN LEFT AND GO SOUTH FOR 0.5 MILE TO
 KX2191'MR. S. J. CAROSELLIS DRIVEWAY ON THE LEFT, TURN LEFT AND GO 0.05 MILE
 KX2191'TO THE HOUSE AND BARN.  PASS BETWEEN THE HOUSE AND BARN AND GO
 KX2191'NORTHEAST UP HILL FOR 0.3 MILE TO THE HIGHEST POINT OF THE HILL AND
 KX2191'THE STATION.
 KX2191'
 KX2191'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3/4 MILE SOUTH OF
 KX2191'BELLWOOD
 KX2191'
 KX2191'HEIGHT OF LIGHT ABOVE STATION MARK 47 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0275 ***********************************************************************
 KY0275  DESIGNATION -  BELT
 KY0275  PID         -  KY0275
 KY0275  STATE/COUNTY-  PA/ALLEGHENY
 KY0275  USGS QUAD   -  AMBRIDGE (1990)
 KY0275
 KY0275                         *CURRENT SURVEY CONTROL
 KY0275  ___________________________________________________________________
 KY0275* NAD 83(1992)-  40 30 41.32007(N)    080 13 22.94048(W)     ADJUSTED  
 KY0275* NAVD 88     -       389.231  (meters)    1277.00   (feet)  ADJUSTED  
 KY0275  ___________________________________________________________________
 KY0275  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 KY0275  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 KY0275  DYNAMIC HT  -         389.026 (meters)    1276.33  (feet)  COMP
 KY0275  MODELED GRAV-     980,088.1   (mgal)                       NAVD 88
 KY0275
 KY0275  HORZ ORDER  -  SECOND
 KY0275  VERT ORDER  -  SECOND    CLASS 0
 KY0275
 KY0275.The horizontal coordinates were established by classical geodetic methods
 KY0275.and adjusted by the National Geodetic Survey in June 2002..
 KY0275
 KY0275.The orthometric height was determined by differential leveling
 KY0275.and adjusted by the National Geodetic Survey in June 1991..
 KY0275
 KY0275.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY0275
 KY0275.The geoid height was determined by GEOID03.
 KY0275
 KY0275.The dynamic height is computed by dividing the NAVD 88
 KY0275.geopotential number by the normal gravity value computed on the
 KY0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0275.degrees latitude (g = 980.6199 gals.).
 KY0275
 KY0275.The modeled gravity was interpolated from observed gravity values.
 KY0275
 KY0275;                    North         East     Units Scale Factor Converg.
 KY0275;SPC PA S     -   133,750.042   390,437.509   MT  0.99996006   -1 36 16.2
 KY0275;SPC PA S     -   438,811.60  1,280,960.39   sFT  0.99996006   -1 36 16.2
 KY0275;UTM  17      - 4,484,818.696   565,823.998   MT  0.99965333   +0 30 17.0
 KY0275
 KY0275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY0275!SPC PA S     -   0.99994429  x   0.99996006  =   0.99990435
 KY0275!UTM  17      -   0.99994429  x   0.99965333  =   0.99959763
 KY0275
 KY0275|---------------------------------------------------------------------|
 KY0275| PID    Reference Object                     Distance      Geod. Az  |
 KY0275|                                                           dddmmss.s |
 KY0275| KY0274 BELT RM 1                            30.559 METERS 03214     |
 KY0275| KY3099 AIRPORT BCN GR PITTSBURGH APT       APPROX. 1.7 KM 1683308.6 |
 KY0275| KY0276 BELT RM 2                             9.063 METERS 21302     |
 KY0275|---------------------------------------------------------------------|
 KY0275
 KY0275                          SUPERSEDED SURVEY CONTROL
 KY0275
 KY0275  NAD 83(1995)-  40 30 41.31954(N)    080 13 22.94237(W) AD(       ) 2
 KY0275  NAD 83(1986)-  40 30 41.32563(N)    080 13 22.95098(W) AD(       ) 2
 KY0275  NAD 27      -  40 30 41.08430(N)    080 13 23.73790(W) AD(       ) 2
 KY0275  NGVD 29 (??/??/92)  389.382  (m)         1277.50   (f) ADJ UNCH    2 0
 KY0275
 KY0275.Superseded values are not recommended for survey control.
 KY0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0275.See file dsdata.txt to determine how the superseded data were derived.
 KY0275
 KY0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE6582484819(NAD 83)
 KY0275_MARKER: DS = TRIANGULATION STATION DISK
 KY0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0275_STAMPING: BELT 1958
 KY0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0275+STABILITY: SURFACE MOTION
 KY0275_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KY0275+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2004
 KY0275
 KY0275  HISTORY     - Date     Condition        Report By
 KY0275  HISTORY     - 1958     MONUMENTED       CGS
 KY0275  HISTORY     - 1963     GOOD             CGS
 KY0275  HISTORY     - 1963     GOOD             NGS
 KY0275  HISTORY     - 1972     GOOD             NGS
 KY0275  HISTORY     - 1976     GOOD             NGS
 KY0275  HISTORY     - 1976     GOOD             PADT
 KY0275  HISTORY     - 20040621 GOOD             PADT
 KY0275
 KY0275                          STATION DESCRIPTION
 KY0275
 KY0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KY0275'THE STATION IS LOCATED ON A HILL OCCUPIED BY FOUR COMMUNICATION
 KY0275'TOWERS AND A RED CHECKERED TANK, ABOUT 0.6 MILE NORTH OF THE
 KY0275'GREATER PITTSBURGH AIRPORT AND ON THE WEST SIDE OF HIGHWAY.
 KY0275'
 KY0275'TO REACH THE STATION FROM THE MAIN ENTRANCE TO THE GREATER
 KY0275'PITTSBURGH AIRPORT, GO WESTERLY ON FOUR LANE HIGHWAY FOR 0.1 MILE
 KY0275'TO CROSSROAD, TURN RIGHT AND GO NORTH ON PAVED ROAD FOR 0.65 MILE
 KY0275'TO A CINDER ROAD ON THE LEFT LEADING TO LARGE TANK, TURN LEFT
 KY0275'UPHILL ON CINDER ROAD FOR 0.05 MILE TO THE STATION NEAR THE
 KY0275'NORTHEAST CORNER OF FENCE AROUND THE FOUR COMMUNICATION TOWERS.
 KY0275'
 KY0275'STATION MARKS ARE STANDARD DISKS STAMPED BELT 1958.  THE SURFACE
 KY0275'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 KY0275'IT IS ABOUT 100 FEET SOUTHEAST OF A LARGE RED CHECKERED TANK, 9.5
 KY0275'FEET SOUTH OF THE NORTHEAST CORNER OF THE FENCE AROUND FOUR
 KY0275'COMMUNICATION TOWERS, 5 FEET EAST-SOUTHEAST OF CYCLONE FENCE AND
 KY0275'ABOUT 25 FEET WEST OF THE EDGE CUT BANK.  A STANDARD WITNESS POST
 KY0275'WAS SET 4 FEET WEST-NORTHWEST OF THE MARK.  THE UNDERGROUND DISK
 KY0275'IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE
 KY0275'SURFACE OF THE GROUND.
 KY0275'
 KY0275'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BELT NO 1 1958, IS
 KY0275'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 67.5
 KY0275'FEET EAST-NORTHEAST OF THE CENTER OF METAL GATE IN FENCE AROUND
 KY0275'LARGE TANK, 52.5 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF
 KY0275'THE FENCE AROUND THE TANK AND 1.5 FEET SOUTH-SOUTHWEST OF A POWER
 KY0275'POLE WITH TWO METERS MOUNTED ON IT.
 KY0275'
 KY0275'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BELT NO 2 1958, IS
 KY0275'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 1.5
 KY0275'FEET EAST-SOUTHEAST OF THE FENCE AROUND THE FOUR COMMUNICATION TOWERS.
 KY0275'
 KY0275'AZIMUTH MARK, A STANDARD DISK STAMPED GR. PGH. APT. 1958, IS SET
 KY0275'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 KY0275'IT IS 41.5 FEET NORTHWEST OF THE CENTER OF TAXI STRIP V, 36 FEET
 KY0275'SOUTHWEST OF A SMALL SIGN (14-32), ABOUT 0.15 MILE NORTHEAST OF A
 KY0275'SMALL RED AND WHITE CHECKERED BUILDING AND BETWEEN RUNWAY 14 AND
 KY0275'TAXI STRIP F. NOTE- THIS MARK IS THE AZIMUTH MARK FOR
 KY0275'TRIANGULATION STATION GR. PGH. APT.
 KY0275'
 KY0275'TO REACH THE AZIMUTH MARK FROM THE GREATER PITTSBURGH AIRPORT GO
 KY0275'TO MR. E.G. MESSNERS OFFICE (MANAGER) AND GET PERMISSION TO GO ON
 KY0275'THE FIELD.
 KY0275
 KY0275                          STATION RECOVERY (1963)
 KY0275
 KY0275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FBM)
 KY0275'THIS STATION, AND ALL MARKS, WAS RECOVERED AS DESCRIBED.
 KY0275
 KY0275                          STATION RECOVERY (1963)
 KY0275
 KY0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 KY0275'0.6 MI N FROM GREATER PITTSBURGH APT.
 KY0275'THIS MARK IS LOCATED ON A HILL OCCUPIED BY FOUR COMMUNICATION
 KY0275'TOWERS AND A RED CHECKERED TANK, ABOUT 0.6 MILE NORTH OF THE
 KY0275'GREATER PITTSBURGH AIRPORT AND ON THE WEST SIDE OF THE HIGHWAY.
 KY0275'TO REACH THE STATION FROM THE MAIN ENTRANCE TO THE GREATER
 KY0275'PITTSBURGH AIRPORT, GO WESTERLY ON FOUR LANE HIGHWAY, 0.1 MILE
 KY0275'TO CROSSROAD, TURN RIGHT AND GO NORTH 0.65 MILE TO CINDER ROAD
 KY0275'ON LEFT LEADING TO LARGE TANK, TURN LEFT UPHILL ON CINDER ROAD
 KY0275'0.05 MILE TO THE STATION NEAR THE NORTHEAST CORNER OF FENCE
 KY0275'AROUND THE FOUR COMMUNICATION TOWERS.  STATION MARKS ARE
 KY0275'STANDARD TRIANGULATION DISKS STAMPED BELT 1958.  THE DISK IS
 KY0275'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 KY0275'ABOUT 100 FT. SOUTH-EAST OF A LARGE RED CHECKERED TANK, 9.5 FT.
 KY0275'SOUTH OF THE NORTHEAST CORNER OF THE FENCE AROUND FOUR
 KY0275'COMMUNICATION TOWERS, 5 FT. EAST-SOUTHEAST OF CYCLONE FENCE AND
 KY0275'ABOUT 25 FT. WEST OF THE EDGE CUT BANK.
 KY0275
 KY0275                          STATION RECOVERY (1972)
 KY0275
 KY0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 KY0275'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 KY0275'CONDITION. THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE 0.09
 KY0275'FOOT SHORTER THAN STATED IN THE 1958 DESCRIPTION.  IT IS BELIEVED
 KY0275'THE 1958 DISTANCE WAS A SLOPE MEASUREMENT.  ALL OTHER DISTANCES
 KY0275'AND DIRECTIONS WERE WITHIN CLOSE AGREEMENT WITH THE 1958
 KY0275'OBSERVATIONS. THE DIRECTION TO GR PGH APT AZIMUTH MARK COULD NOT
 KY0275'BE OBSERVED AT THIS DATE.  THERE WERE SEVERAL LARGE TREES AND
 KY0275'CONSTRUCTION EQUIPMENT IN THE WAY.
 KY0275'
 KY0275'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 KY0275'
 KY0275'THE STATION IS LOCATED ON A LOW HILL WHICH IS OCCUPIED BY FOUR
 KY0275'COMMUNICATION TOWERS AND A RED CHECKERED TANK.  IT IS ABOUT 1/2
 KY0275'MILE NORTH OF THE GREATER PITTSBURG AIRPORT AND JUST WEST OF A
 KY0275'HIGHWAY.
 KY0275'
 KY0275'TO REACH THE STATION FROM THE GREATER PITTSBURG AIRPORT ENTRANCE,
 KY0275'GO WESTERLY ON STATE HIGHWAY 60 FOR 0.1 MILE TO A CROSSROAD.  TURN
 KY0275'RIGHT AND GO WEST ON A FOUR LANE ROAD FOR 0.65 MILE TO A SIDE ROAD
 KY0275'LEFT.  TURN LEFT AND GO NORTHWEST UPHILL ON A BLADED ROAD FOR 0.05
 KY0275'MILE TO THE STATION ON THE LEFT.
 KY0275'
 KY0275'THE STATION MARK IS A STANDARD DISK STAMPED BELT 1958, SET IN THE
 KY0275'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 KY0275'IT IS ABOUT 100 FEET SOUTHEAST OF THE LARGE WATER TANK, 25 FEET
 KY0275'WEST OF THE EAST EDGE OF A BANK, 9 FEET SOUTH OF A WOVEN WIRE
 KY0275'FENCE CORNER AND 5 FEET EAST OF A FENCE.
 KY0275'
 KY0275'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BELT NO 1 1958, SET IN
 KY0275'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 KY0275'4-INCHES.  IT IS 66.7 FEET EAST-NORTHEAST OF THE CENTER OF A GATE,
 KY0275'52.5 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A FENCE AND
 KY0275'1.5 FEET SOUTH-SOUTHWEST OF A POWERLINE POLE WITH A METER ON THE
 KY0275'SOUTH SIDE.
 KY0275'
 KY0275'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BELT NO 2 1958, SET IN
 KY0275'THE TOP OF A 10-INCH CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.
 KY0275'IT IS 1.5 FEET EAST OF THE WOVEN WIRE FENCE.
 KY0275'
 KY0275'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK WITH THE ARROW
 KY0275'POINTING TO TRIANGULATION STATION GR PGH APT 1958.  IT IS SET IN
 KY0275'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS 2-INCHES
 KY0275'BELOW THE SURFACE.  IT IS ABOUT 0.15 MILE SOUTH OF THE CONTROL
 KY0275'TOWER OF THE GREATER PITTSBURG AIRPORT.  IT IS 36 FEET SOUTH OF A
 KY0275'SIGN 14-32, 41 FEET NORTHWEST OF TAXI STRIP V AND BETWEEN RUNWAY
 KY0275'14 AND TAXI STRIP F.
 KY0275'
 KY0275'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN THE WEST
 KY0275'PART OF PITTSBURG
 KY0275
 KY0275                          STATION RECOVERY (1976)
 KY0275
 KY0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JWB)
 KY0275'THE STATION AND RM 2 WERE RECOVERED IN GOOD CONDITION AS
 KY0275'DESCRIBED IN 1972.  RM 1 WAS NOT SEARCHED FOR.  THE AZIMUTH MARK
 KY0275'WAS SEARCHED FOR BUT NOT FOUND.  TAXIWAY V HAS BEEN REBUILT AND
 KY0275'THE MARK IS BELIEVED TO HAVE BEEN DESTROYED DURING THE CONSTRUCTION.
 KY0275'
 KY0275'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MILE NORTH
 KY0275'OF GREATER PITTSBURGH INTERNATIONAL AIRPORT.
 KY0275
 KY0275                          STATION RECOVERY (1976)
 KY0275
 KY0275'RECOVERY NOTE BY PA DEPT OF TRANSP 1976
 KY0275'BELT 1958 RECOVERED GOOD.
 KY0275'
 KY0275'BELT NO 1 1958 RECOVERED GOOD.
 KY0275'
 KY0275'BELT NO 2 1958 RECOVERED GOOD.
 KY0275'
 KY0275'FOUND AS DESCRIBED.
 KY0275'
 KY0275'DISTANCE AND DIRECTION FROM NEAREST TOWN--SEWICKLEY.
 KY0275
 KY0275                          STATION RECOVERY (2004)
 KY0275
 KY0275'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (CAB)
 KY0275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0274 ***********************************************************************
 KY0274  DESIGNATION -  BELT RM 1
 KY0274  PID         -  KY0274
 KY0274  STATE/COUNTY-  PA/ALLEGHENY
 KY0274  USGS QUAD   -  AMBRIDGE (1990)
 KY0274
 KY0274                         *CURRENT SURVEY CONTROL
 KY0274  ___________________________________________________________________
 KY0274* NAD 83(1986)-  40 30 41.     (N)    080 13 22.     (W)     SCALED    
 KY0274* NAVD 88     -       388.288  (meters)    1273.91   (feet)  ADJUSTED  
 KY0274  ___________________________________________________________________
 KY0274  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 KY0274  DYNAMIC HT  -         388.084 (meters)    1273.24  (feet)  COMP
 KY0274  MODELED GRAV-     980,088.1   (mgal)                       NAVD 88
 KY0274
 KY0274  VERT ORDER  -  SECOND    CLASS 0
 KY0274
 KY0274.The horizontal coordinates were scaled from a topographic map and have
 KY0274.an estimated accuracy of +/- 6 seconds.
 KY0274
 KY0274.The orthometric height was determined by differential leveling
 KY0274.and adjusted by the National Geodetic Survey in June 1991..
 KY0274
 KY0274.The geoid height was determined by GEOID03.
 KY0274
 KY0274.The dynamic height is computed by dividing the NAVD 88
 KY0274.geopotential number by the normal gravity value computed on the
 KY0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0274.degrees latitude (g = 980.6199 gals.).
 KY0274
 KY0274.The modeled gravity was interpolated from observed gravity values.
 KY0274
 KY0274;                    North         East    Units  Estimated Accuracy
 KY0274;SPC PA S     -   133,740.      390,460.      MT  (+/- 180 meters Scaled)
 KY0274
 KY0274                          SUPERSEDED SURVEY CONTROL
 KY0274
 KY0274  NGVD 29 (??/??/92)  388.438  (m)         1274.40   (f) ADJ UNCH    2 0
 KY0274
 KY0274.Superseded values are not recommended for survey control.
 KY0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0274.See file dsdata.txt to determine how the superseded data were derived.
 KY0274
 KY0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE658848(NAD 83)
 KY0274_MARKER: DR = REFERENCE MARK DISK
 KY0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0274_STAMPING: BELT RM 1 1958
 KY0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0274+STABILITY: SURFACE MOTION
 KY0274
 KY0274  HISTORY     - Date     Condition        Report By
 KY0274  HISTORY     - 1958     MONUMENTED       CGS
 KY0274  HISTORY     - 1963     GOOD             NGS
 KY0274
 KY0274                          STATION DESCRIPTION
 KY0274
 KY0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KY0274'0.6 MI N FROM GREATER PITTSBURGH APT.
 KY0274'THIS MARK IS LOCATED ON A HILL OCCUPIED BY FOUR COMMUNICATION
 KY0274'TOWERS AND A RED CHECKERED TANK, ABOUT 0.6 MILE NORTH OF THE
 KY0274'GREATER PITTSBURGH AIRPORT AND ON THE WEST SIDE OF THE
 KY0274'HIGHWAY.  TO REACH THE MARK FROM THE MAIN ENTRANCE TO THE
 KY0274'GREATER PITTSBURGH AIRPORT, GO WESTERLY ON FOUR LANE HIGHWAY
 KY0274'0.1 MILE TO CROSSROAD, TURN RIGHT AND GO NORTH 0.65 MILE TO
 KY0274'CINDER ROAD ON LEFT LEADING TO LARGE TANK, TURN LEFT UPHILL
 KY0274'ON CINDER ROAD 0.05 MILE TO THE STATION BELT.  RM 1 IS SET IN A
 KY0274'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 100.35 FT
 KY0274'NORTHEAST OF STATION BELT, 67.5 FT EAST-NORTHEAST OF THE CENTER
 KY0274'OF METAL GATE IN FENCE AROUND LARGE TANK, 52.5 FT EAST-SOUTHEAST
 KY0274'OF THE NORTHEAST CORNER OF THE FENCE AROUND THE TANK, AND 1.5
 KY0274'FT. SOUTH-SOUTHWEST OF A POWER POLE WITH TWO METERS ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0276 ***********************************************************************
 KY0276  DESIGNATION -  BELT RM 2
 KY0276  PID         -  KY0276
 KY0276  STATE/COUNTY-  PA/ALLEGHENY
 KY0276  USGS QUAD   -  AMBRIDGE (1990)
 KY0276
 KY0276                         *CURRENT SURVEY CONTROL
 KY0276  ___________________________________________________________________
 KY0276* NAD 83(1986)-  40 30 41.     (N)    080 13 22.     (W)     SCALED    
 KY0276* NAVD 88     -       388.676  (meters)    1275.18   (feet)  ADJUSTED  
 KY0276  ___________________________________________________________________
 KY0276  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 KY0276  DYNAMIC HT  -         388.472 (meters)    1274.51  (feet)  COMP
 KY0276  MODELED GRAV-     980,088.1   (mgal)                       NAVD 88
 KY0276
 KY0276  VERT ORDER  -  SECOND    CLASS 0
 KY0276
 KY0276.The horizontal coordinates were scaled from a topographic map and have
 KY0276.an estimated accuracy of +/- 6 seconds.
 KY0276
 KY0276.The orthometric height was determined by differential leveling
 KY0276.and adjusted by the National Geodetic Survey in June 1991..
 KY0276
 KY0276.The geoid height was determined by GEOID03.
 KY0276
 KY0276.The dynamic height is computed by dividing the NAVD 88
 KY0276.geopotential number by the normal gravity value computed on the
 KY0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0276.degrees latitude (g = 980.6199 gals.).
 KY0276
 KY0276.The modeled gravity was interpolated from observed gravity values.
 KY0276
 KY0276;                    North         East    Units  Estimated Accuracy
 KY0276;SPC PA S     -   133,740.      390,460.      MT  (+/- 180 meters Scaled)
 KY0276
 KY0276                          SUPERSEDED SURVEY CONTROL
 KY0276
 KY0276  NGVD 29 (??/??/92)  388.827  (m)         1275.68   (f) ADJ UNCH    2 0
 KY0276
 KY0276.Superseded values are not recommended for survey control.
 KY0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0276.See file dsdata.txt to determine how the superseded data were derived.
 KY0276
 KY0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE658848(NAD 83)
 KY0276_MARKER: DR = REFERENCE MARK DISK
 KY0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0276_STAMPING: BELT RM 2 1958
 KY0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0276+STABILITY: SURFACE MOTION
 KY0276
 KY0276  HISTORY     - Date     Condition        Report By
 KY0276  HISTORY     - 1958     MONUMENTED       CGS
 KY0276  HISTORY     - 1963     GOOD             NGS
 KY0276
 KY0276                          STATION DESCRIPTION
 KY0276
 KY0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KY0276'0.6 MI N FROM GREATER PITTSBURGH APT.
 KY0276'THIS MARK IS LOCATED ON A HILL OCCUPIED BY FOUR COMMUNICATION
 KY0276'TOWERS AND A RED CHECKERED TANK, ABOUT 0.6 MILE NORTH OF THE
 KY0276'GREATER PITTSBURGH AIRPORT AND ON THE WEST SIDE OF THE HIGHWAY.
 KY0276'TO REACH THE MARK FROM THE MAIN ENTRANCE TO THE GREATER
 KY0276'PITTSBURGH AIRPORT, GO WESTERLY ON FOUR LANE HIGHWAY 0.1 MILE
 KY0276'TO CROSSROAD, TURN RIGHT AND GO NORTH 0.65 MILE TO CINDER ROAD
 KY0276'ON LEFT LEADING TO LARGE TANK, TURN LEFT UPHILL ON CINDER
 KY0276'ROAD 0.05 MILE TO THE STATION BELT.  RM 2 IS SET IN A SQUARE
 KY0276'CONCRETE POST WHICH PROJECTS SIX INCHES.  IT IS 29.73 FT
 KY0276'SOUTHWEST OF STATION BELT AND 1.5 FT EAST-SOUTHEAST OF THE
 KY0276'FENCE AROUND THE FOUR COMMUNICATION TOWERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1784 ***********************************************************************
 NC1784  DESIGNATION -  BEMISS
 NC1784  PID         -  NC1784
 NC1784  STATE/COUNTY-  PA/ERIE
 NC1784  USGS QUAD   -  HARBORCREEK (1996)
 NC1784
 NC1784                         *CURRENT SURVEY CONTROL
 NC1784  ___________________________________________________________________
 NC1784* NAD 83(1992)-  42 13 13.98534(N)    079 53 21.62840(W)     ADJUSTED  
 NC1784* NAVD 88     -       226.9    (meters)     744.     (feet)  VERTCON   
 NC1784  ___________________________________________________________________
 NC1784  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 NC1784  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 NC1784
 NC1784  HORZ ORDER  -  SECOND
 NC1784
 NC1784.The horizontal coordinates were established by classical geodetic methods
 NC1784.and adjusted by the National Geodetic Survey in June 2002..
 NC1784
 NC1784.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1784
 NC1784.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1784
 NC1784.The geoid height was determined by GEOID03.
 NC1784
 NC1784;                    North         East     Units Scale Factor Converg.
 NC1784;SPC PA N     -   230,285.177   423,375.545   MT  1.00005513   -1 24 54.9
 NC1784;SPC PA N     -   755,527.28  1,389,024.60   sFT  1.00005513   -1 24 54.9
 NC1784;UTM  17      - 4,674,861.335   591,664.376   MT  0.99970338   +0 44 47.0
 NC1784
 NC1784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1784!SPC PA N     -   0.99996989  x   1.00005513  =   1.00002501
 NC1784!UTM  17      -   0.99996989  x   0.99970338  =   0.99967327
 NC1784
 NC1784:                Primary Azimuth Mark                     Grid Az
 NC1784:SPC PA N     -  BEMISS AZ MK                             062 25 06.9
 NC1784:UTM  17      -  BEMISS AZ MK                             060 15 25.0
 NC1784
 NC1784|---------------------------------------------------------------------|
 NC1784| PID    Reference Object                     Distance      Geod. Az  |
 NC1784|                                                           dddmmss.s |
 NC1784| DE4868 BEMISS AZ MK                                       0610012.0 |
 NC1784| DE4869 BEMISS RM 1                          51.214 METERS 10248     |
 NC1784| DE4870 BEMISS RM 2                          45.161 METERS 17009     |
 NC1784|---------------------------------------------------------------------|
 NC1784
 NC1784                          SUPERSEDED SURVEY CONTROL
 NC1784
 NC1784  NAD 83(1996)-  42 13 13.98612(N)    079 53 21.62827(W) AD(       ) 2
 NC1784  NAD 83(1995)-  42 13 13.99205(N)    079 53 21.61986(W) AD(       ) 2
 NC1784  NAD 83(1986)-  42 13 13.99339(N)    079 53 21.62175(W) AD(       ) 2
 NC1784  NAD 27      -  42 13 13.79070(N)    079 53 22.44180(W) AD(       ) 2
 NC1784  NGVD 29 (07/19/86)  227.1    (m)          745.     (f) VERT ANG       
 NC1784
 NC1784.Superseded values are not recommended for survey control.
 NC1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1784.See file dsdata.txt to determine how the superseded data were derived.
 NC1784
 NC1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG9166474861(NAD 83)
 NC1784_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NC1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1784
 NC1784  HISTORY     - Date     Condition        Report By
 NC1784  HISTORY     - 1961     MONUMENTED       CGS
 NC1784
 NC1784                          STATION DESCRIPTION
 NC1784
 NC1784'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 NC1784'THE STATION IS LOCATED ABOUT 5.0 MILES NORTHEAST OF HARBORCREEK,
 NC1784'2-1/2 MILES NORTHWEST OF NORTH EAST, 0.1 MILE SOUTH OF THE SHORE
 NC1784'LINE OF LAKE ERIE AND ON PROPERTY OWNED BY MR. ARTHUR BEMISS, WHO
 NC1784'LIVES ABOUT 0.5 MILE SOUTH OF THE STATION.
 NC1784'
 NC1784'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE
 NC1784'HIGHWAY 89 AT THE SOUTHEAST CORNER OF THE PARK IN NORTH
 NC1784'EAST, GO NORTHERLY ON STATE HIGHWAY 89 FOR 1.5 MILES TO THE JUNCTION
 NC1784'OF STATE HIGHWAY 5, TURN LEFT AND GO WESTERLY ON
 NC1784'STATE HIGHWAY 5 FOR 3.0 MILES TO THE AZIMUTH MARK ON THE LEFT,
 NC1784'CONTINUE WESTERLY ON STATE HIGHWAY 5 FOR 0.3 MILE TO A
 NC1784'SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH ON FIELD ROAD FOR 0.05 MILE
 NC1784'TO A SHARPE CURVE RIGHT AND THE STATION ON THE LEFT.
 NC1784'
 NC1784'STATION, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE MONUMENT
 NC1784'WHICH PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF
 NC1784'THE GROUND, STAMPED BEMISS 1961.  IT IS 20.0 FEET NORTH-NORTHWEST OF
 NC1784'THE APPROXIMATE CENTER OF A FIELD ROAD AND 16.8 FEET
 NC1784'EAST OF A 6-INCH HEDGE TREE.
 NC1784'
 NC1784'REFERENCE MARK 1, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 NC1784'MONUMENT WHICH PROJECTS ABOUT 3 INCHES ABOVE THE
 NC1784'SURFACE OF THE GROUND, STAMPED BEMISS NO 1 1961.  IT IS 25.5 FEET
 NC1784'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF STATE HIGHWAY
 NC1784'5 AND 1.6 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE NUMBER L 18-73.
 NC1784'
 NC1784'REFERENCE MARK 2, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 NC1784'MONUMENT WHICH PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF
 NC1784'THE GROUND, STAMPED BEMISS NO 2 1961 IT 63.0 FEET NORTH-NORTHEAST OF
 NC1784'THE APPROXIMATE CENTER FIELD ROAD, 25.1 FEET
 NC1784'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF STATE HIGHWAY 5 AND 1.8
 NC1784'FEET SOUTH-SOUTHWEST OF TELEPHONE POLE NUMBER L 18-74.
 NC1784'
 NC1784'AZIMUTH MARK, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 NC1784'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND, STAMPED
 NC1784'BEMISS 1961.  IT IS 24.5 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE
 NC1784'CENTER OF STATE HIGHWAY 5 AND 1.5 FEET
 NC1784'NORTH-NORTHEAST OF POWERLINE POLE NUMBER 17152E WITH STANDARD METAL
 NC1784'WITNESS MARKER.
 NC1784'
 NC1784'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1649 ***********************************************************************
 LZ1649  DESIGNATION -  BEN
 LZ1649  PID         -  LZ1649
 LZ1649  STATE/COUNTY-  PA/TIOGA
 LZ1649  USGS QUAD   -  MANSFIELD (1986)
 LZ1649
 LZ1649                         *CURRENT SURVEY CONTROL
 LZ1649  ___________________________________________________________________
 LZ1649* NAD 83(1992)-  41 47 46.36787(N)    077 07 21.22018(W)     ADJUSTED  
 LZ1649* NAVD 88     -       515.0    (meters)    1690.     (feet)  VERTCON   
 LZ1649  ___________________________________________________________________
 LZ1649  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 LZ1649  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 LZ1649
 LZ1649  HORZ ORDER  -  THIRD
 LZ1649
 LZ1649.The horizontal coordinates were established by classical geodetic methods
 LZ1649.and adjusted by the National Geodetic Survey in June 2002..
 LZ1649
 LZ1649.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1649
 LZ1649.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1649
 LZ1649.The geoid height was determined by GEOID03.
 LZ1649
 LZ1649;                    North         East     Units Scale Factor Converg.
 LZ1649;SPC PA N     -   181,159.278   652,147.747   MT  0.99997866   +0 24 54.3
 LZ1649;SPC PA N     -   594,353.40  2,139,588.07   sFT  0.99997866   +0 24 54.3
 LZ1649;UTM  18      - 4,629,328.020   323,650.207   MT  0.99998270   -1 24 54.1
 LZ1649
 LZ1649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1649!SPC PA N     -   0.99992432  x   0.99997866  =   0.99990299
 LZ1649!UTM  18      -   0.99992432  x   0.99998270  =   0.99990702
 LZ1649
 LZ1649:                Primary Azimuth Mark                     Grid Az
 LZ1649:SPC PA N     -  BEN AZ MK                                093 01 02.0
 LZ1649:UTM  18      -  BEN AZ MK                                094 50 50.4
 LZ1649
 LZ1649|---------------------------------------------------------------------|
 LZ1649| PID    Reference Object                     Distance      Geod. Az  |
 LZ1649|                                                           dddmmss.s |
 LZ1649| LZ0873 BEN AZ MK                                          0932556.3 |
 LZ1649| CK6622 BEN RM 2                             11.701 METERS 20836     |
 LZ1649| CK6621 BEN RM 1                              8.066 METERS 35054     |
 LZ1649|---------------------------------------------------------------------|
 LZ1649
 LZ1649                          SUPERSEDED SURVEY CONTROL
 LZ1649
 LZ1649  NAD 83(1996)-  41 47 46.36681(N)    077 07 21.22131(W) AD(       ) 3
 LZ1649  NAD 83(1986)-  41 47 46.36873(N)    077 07 21.21611(W) AD(       ) 3
 LZ1649  NAD 27      -  41 47 46.10427(N)    077 07 22.32343(W) AD(       ) 3
 LZ1649  NGVD 29 (07/19/86)  515.1    (m)         1690.     (f) VERT ANG       
 LZ1649
 LZ1649.Superseded values are not recommended for survey control.
 LZ1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1649.See file dsdata.txt to determine how the superseded data were derived.
 LZ1649
 LZ1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM2365029328(NAD 83)
 LZ1649_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1649
 LZ1649  HISTORY     - Date     Condition        Report By
 LZ1649  HISTORY     - 1968     MONUMENTED       CGS
 LZ1649
 LZ1649                          STATION DESCRIPTION
 LZ1649
 LZ1649'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 LZ1649'THE STATION IS LOCATED ABOUT 10 MILES EAST-NORTHEAST OF WELLSBORO, 7
 LZ1649'3/4 MILES SOUTH OF TOIGA, 2-1/2 MILES WEST OF MANSFIELD AND ON
 LZ1649'THE PROPERTY OF MR. W. R. BENSON.
 LZ1649'
 LZ1649'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND 15 IN
 LZ1649'MANSFIELD GO WEST ON U.S. HIGHWAY 6 FOR 2.1 MILES TO THE AZIMUTH
 LZ1649'MARK ON THE LEFT, CONTINUE WEST ON U.S. HIGHWAY 6 FOR 0.05 MILE TO A
 LZ1649'SIDE ROAD ON THE RIGHT, (DREBED ROAD) TURN RIGHT ON A GRAVELED
 LZ1649'ROAD AND GO NORTH FOR 0.05 MILE TO A CROSSROAD, TURN LEFT AND GO
 LZ1649'WESTERLY FOR 0.35 MILE TO A SIDE ROAD ON THE LEFT, TURN SHARP LEFT
 LZ1649'AND GO EAST ALONG THE EDGE OF THE FIELD FOR 0.05 MILE TO A ROW OF
 LZ1649'TREES, BEAR TO THE RIGHT AND SOUTHEAST ALONG THE ROW OF TREES FOR
 LZ1649'0.1 MILE TO THE HIGHEST POINT OF THE HILL AND THE STATION ON THE
 LZ1649'LEFT IN THE TREE LINE.
 LZ1649'
 LZ1649'THE STATION MARK IS 44.6 FEET NORTHEST OF A TELEPHONE POLE, 28 FEET
 LZ1649'SOUTH-SOUTHWEST OF A TWIN TRUNKED TREE WITH A TRIANGULAR BLAZE
 LZ1649'AND 4 FEET WEST OF A METAL WITNESS POST.  IT IS A STANDARD DISK SET
 LZ1649'IN THE TOP OF A SQUARE CONCRETE PROJECTING 4 INCHES AND IS
 LZ1649'STAMPPED BEN 1968.
 LZ1649'
 LZ1649'REFERENCE MARK NO. 1 IS 26.9 FEET NORTH OF THE METAL WITNESS POST AND
 LZ1649'11 FEET WEST OF THE TWIN TRUNKED TREE.  IT IS A STANDARD DISK
 LZ1649'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES AND
 LZ1649'IS STAMPED BEN NO 1 1968.
 LZ1649'
 LZ1649'REFERENCE MARK NO. 2 IS 40.8 FEET SOUTHWEST OF THE METAL WITNESS POST
 LZ1649'AND 11 FEET EAST OF THE TELEPHONE POLE.  IT IS A STANDARD DISK SET
 LZ1649'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES AND IS
 LZ1649'STAMPED BEN NO 2 1968.
 LZ1649'
 LZ1649'THE AZIMUTH MARK IS 30 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER
 LZ1649'OF U.S. HIGHWAY 6, 11 FEET EAST-NORTHEAST OF TELEPHONE POLE NO.
 LZ1649'ME 6 AND 1.5 FEET WEST-SOUTHWEST OF A METAL WITNESS POST.  IT IS A
 LZ1649'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 LZ1649'PROJECTING 4 INCHES AND IS STAMPED BEN 1968.
 LZ1649'
 LZ1649'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0873 ***********************************************************************
 LZ0873  DESIGNATION -  BEN AZ MK
 LZ0873  PID         -  LZ0873
 LZ0873  STATE/COUNTY-  PA/TIOGA
 LZ0873  USGS QUAD   -  MANSFIELD (1986)
 LZ0873
 LZ0873                         *CURRENT SURVEY CONTROL
 LZ0873  ___________________________________________________________________
 LZ0873* NAD 83(1986)-  41 47 45.     (N)    077 07 00.     (W)     SCALED    
 LZ0873* NAVD 88     -       479.875  (meters)    1574.39   (feet)  ADJUSTED  
 LZ0873  ___________________________________________________________________
 LZ0873  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 LZ0873  DYNAMIC HT  -         479.682 (meters)    1573.76  (feet)  COMP
 LZ0873  MODELED GRAV-     980,204.8   (mgal)                       NAVD 88
 LZ0873
 LZ0873  VERT ORDER  -  SECOND    CLASS 0
 LZ0873
 LZ0873.The horizontal coordinates were scaled from a topographic map and have
 LZ0873.an estimated accuracy of +/- 6 seconds.
 LZ0873
 LZ0873.The orthometric height was determined by differential leveling
 LZ0873.and adjusted by the National Geodetic Survey in June 1991..
 LZ0873
 LZ0873.The geoid height was determined by GEOID03.
 LZ0873
 LZ0873.The dynamic height is computed by dividing the NAVD 88
 LZ0873.geopotential number by the normal gravity value computed on the
 LZ0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0873.degrees latitude (g = 980.6199 gals.).
 LZ0873
 LZ0873.The modeled gravity was interpolated from observed gravity values.
 LZ0873
 LZ0873;                    North         East    Units  Estimated Accuracy
 LZ0873;SPC PA N     -   181,120.      652,640.      MT  (+/- 180 meters Scaled)
 LZ0873
 LZ0873                          SUPERSEDED SURVEY CONTROL
 LZ0873
 LZ0873  NGVD 29 (??/??/92)  480.017  (m)         1574.86   (f) ADJ UNCH    2 0
 LZ0873
 LZ0873.Superseded values are not recommended for survey control.
 LZ0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0873.See file dsdata.txt to determine how the superseded data were derived.
 LZ0873
 LZ0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM241292(NAD 83)
 LZ0873_MARKER: DZ = AZIMUTH MARK DISK
 LZ0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0873_STAMPING: BEN 1968
 LZ0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0873+STABILITY: SURFACE MOTION
 LZ0873
 LZ0873  HISTORY     - Date     Condition        Report By
 LZ0873  HISTORY     - 1968     MONUMENTED       CGS
 LZ0873
 LZ0873                          STATION DESCRIPTION
 LZ0873
 LZ0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ0873'2.1 MI W FROM MANSFIELD.
 LZ0873'ABOUT 2.1 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION
 LZ0873'WITH U.S. HIGHWAY 15 IN MANSFIELD, SET IN THE TOP OF A CONCRETE
 LZ0873'POST PROJECTING 4-INCHES, 30 FEET SOUTH OF THE CENTERLINE OF
 LZ0873'HIGHWAY, 11 FEET EAST OF TELEPHONE POLE NO. ME 6, 1.5 FEET
 LZ0873'WEST OF A METAL WITNESS SIGN AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2390 ***********************************************************************
 KX2390  DESIGNATION -  BEND
 KX2390  PID         -  KX2390
 KX2390  STATE/COUNTY-  PA/WASHINGTON
 KX2390  USGS QUAD   -  CALIFORNIA (1979)
 KX2390
 KX2390                         *CURRENT SURVEY CONTROL
 KX2390  ___________________________________________________________________
 KX2390* NAD 83(1992)-  40 04 29.42864(N)    079 54 18.14479(W)     ADJUSTED  
 KX2390* NAVD 88     -       327.1    (meters)    1073.     (feet)  VERTCON   
 KX2390  ___________________________________________________________________
 KX2390  X           -     856,696.805 (meters)                     COMP
 KX2390  Y           -  -4,811,920.143 (meters)                     COMP
 KX2390  Z           -   4,084,537.194 (meters)                     COMP
 KX2390  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 KX2390  ELLIP HEIGHT-         293.98  (meters)          (06/21/02) GPS OBS
 KX2390  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KX2390
 KX2390  HORZ ORDER  -  FIRST
 KX2390  ELLP ORDER  -  FOURTH    CLASS I
 KX2390
 KX2390.The horizontal coordinates were established by GPS observations
 KX2390.and adjusted by the National Geodetic Survey in June 2002..
 KX2390
 KX2390.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2390
 KX2390.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KX2390
 KX2390.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2390
 KX2390.The ellipsoidal height was determined by GPS observations
 KX2390.and is referenced to NAD 83.
 KX2390
 KX2390.The geoid height was determined by GEOID03.
 KX2390
 KX2390;                    North         East     Units Scale Factor Converg.
 KX2390;SPC PA S     -    84,575.800   416,195.627   MT  0.99998089   -1 23 53.4
 KX2390;SPC PA S     -   277,479.10  1,365,468.49   sFT  0.99998089   -1 23 53.4
 KX2390;UTM  17      - 4,436,638.302   593,364.303   MT  0.99970731   +0 42 17.9
 KX2390
 KX2390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2390!SPC PA S     -   0.99995388  x   0.99998089  =   0.99993477
 KX2390!UTM  17      -   0.99995388  x   0.99970731  =   0.99966121
 KX2390
 KX2390                          SUPERSEDED SURVEY CONTROL
 KX2390
 KX2390  NAD 83(1995)-  40 04 29.42870(N)    079 54 18.14563(W) AD(       ) 1
 KX2390  NAD 83(1992)-  40 04 29.43269(N)    079 54 18.15281(W) AD(       ) 1
 KX2390  NGVD 29 (02/08/94)  327.3    (m)         1074.     (f) GPS OBS        
 KX2390
 KX2390.Superseded values are not recommended for survey control.
 KX2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2390.See file dsdata.txt to determine how the superseded data were derived.
 KX2390
 KX2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE9336436638(NAD 83)
 KX2390_MARKER: DD = SURVEY DISK
 KX2390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2390_SP_SET: CONCRETE POST
 KX2390_STAMPING: BEND 1989
 KX2390_MARK LOGO: USE   
 KX2390_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KX2390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX2390+STABILITY: SURFACE MOTION
 KX2390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX2390+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KX2390
 KX2390  HISTORY     - Date     Condition        Report By
 KX2390  HISTORY     - 1989     MONUMENTED       HARTMN
 KX2390
 KX2390                          STATION DESCRIPTION
 KX2390
 KX2390'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 KX2390'LOCATED ON THE LEFT BANK RIVER BLUFF, AT GREENWOOD BEND, DIRECTLY
 KX2390'ACROSS THE RIVER FROM THE VILLAGE OF NEWELL.
 KX2390'TO REACH - FROM THE INTERSECTION OF S.R. 3037 AND S.R. 2031 (OLD
 KX2390'PENNSYLVANIA ROUTE 88) AT THE MOUNT CALVARY CEMETARY, PROCEED IN A
 KX2390'SOUTHWESTERLY DIRECTION ALONG S.R. 2031 FOR ABOUT SEVEN-TENTHS OF A
 KX2390'MILE TO THE STATION ON THE LEFT.
 KX2390'THE STATION IS A BRONZE DISK IN A CONCRETE MONUMENT WHICH IS SET ABOUT
 KX2390'1 FT (0.30 M) (0.3 MT) EAST OF A METAL GUARD RAIL WHICH IS ALONG THE
 KX2390'TOP OF THE RIVER BLUFF.  THE STATION IS LOCATED 32 FT (9.75 M) (9.8
 KX2390'MT) EAST OF THE CENTER OF OLD ROUTE 88, AND ABOUT 120 FT (36.58 M)
 KX2390'(36.6 MT) SOUTH OF A BURNED OUT BUILDING KNOWN AS THE HIGH POINT
 KX2390'RESTAURANT.
 KX2390'THE STATION IS LOCATED 83.92 FT (25.58 M) (25.58 MT) SOUTHWEST FROM A
 KX2390'NAIL IN BELL TELEPHONE COMPANY POLE NO. 38/34, 47.12 FT (14.36 M) (14
 KX2390'.36 MT) NORTHWEST FROM A NAIL IN BELL TELEPHONE COMPANY POLE 135A,
 KX2390'62.40 FT (19.02 M) (19.02 MT) NORTHEAST FROM A NAIL IN BELL TELEPHONE
 KX2390'COMPANY POLE NO. 60/19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0162 ***********************************************************************
 LZ0162  DESIGNATION -  BENJA
 LZ0162  PID         -  LZ0162
 LZ0162  STATE/COUNTY-  PA/LUZERNE
 LZ0162  USGS QUAD   -  BERWICK (1989)
 LZ0162
 LZ0162                         *CURRENT SURVEY CONTROL
 LZ0162  ___________________________________________________________________
 LZ0162* NAD 83(1992)-  41 01 13.49127(N)    076 12 38.45696(W)     ADJUSTED  
 LZ0162* NAVD 88     -       276.751  (meters)     907.97   (feet)  ADJUSTED  
 LZ0162  ___________________________________________________________________
 LZ0162  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 LZ0162  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LZ0162  DYNAMIC HT  -         276.635 (meters)     907.59  (feet)  COMP
 LZ0162  MODELED GRAV-     980,196.0   (mgal)                       NAVD 88
 LZ0162
 LZ0162  HORZ ORDER  -  SECOND
 LZ0162  VERT ORDER  -  SECOND    CLASS 0
 LZ0162
 LZ0162.The horizontal coordinates were established by classical geodetic methods
 LZ0162.and adjusted by the National Geodetic Survey in June 2002..
 LZ0162
 LZ0162.The orthometric height was determined by differential leveling
 LZ0162.and adjusted by the National Geodetic Survey in June 1991..
 LZ0162
 LZ0162.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ0162
 LZ0162.The geoid height was determined by GEOID03.
 LZ0162
 LZ0162.The dynamic height is computed by dividing the NAVD 88
 LZ0162.geopotential number by the normal gravity value computed on the
 LZ0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0162.degrees latitude (g = 980.6199 gals.).
 LZ0162
 LZ0162.The modeled gravity was interpolated from observed gravity values.
 LZ0162
 LZ0162;                    North         East     Units Scale Factor Converg.
 LZ0162;SPC PA N     -    95,962.293   729,461.482   MT  0.99998070   +1 01 06.0
 LZ0162;SPC PA N     -   314,836.29  2,393,241.55   sFT  0.99998070   +1 01 06.0
 LZ0162;UTM  18      - 4,541,729.132   398,210.106   MT  0.99972752   -0 47 40.8
 LZ0162
 LZ0162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ0162!SPC PA N     -   0.99996169  x   0.99998070  =   0.99994239
 LZ0162!UTM  18      -   0.99996169  x   0.99972752  =   0.99968922
 LZ0162
 LZ0162:                Primary Azimuth Mark                     Grid Az
 LZ0162:SPC PA N     -  ROINICK                                  061 14 56.4
 LZ0162:UTM  18      -  ROINICK                                  063 03 43.2
 LZ0162
 LZ0162|---------------------------------------------------------------------|
 LZ0162| PID    Reference Object                     Distance      Geod. Az  |
 LZ0162|                                                           dddmmss.s |
 LZ0162| LZ1893 ROINICK                             APPROX. 2.9 KM 0621602.4 |
 LZ0162| LZ0161 BENJA RM 1                           18.530 METERS 07823     |
 LZ0162| CB2742 BENJA RM 2                           14.479 METERS 25804     |
 LZ0162|---------------------------------------------------------------------|
 LZ0162
 LZ0162                          SUPERSEDED SURVEY CONTROL
 LZ0162
 LZ0162  NAD 83(1986)-  41 01 13.48966(N)    076 12 38.46038(W) AD(       ) 2
 LZ0162  NAD 27      -  41 01 13.18720(N)    076 12 39.70150(W) AD(       ) 2
 LZ0162  NGVD 29 (??/??/92)  276.963  (m)          908.67   (f) ADJ UNCH    2 0
 LZ0162
 LZ0162.Superseded values are not recommended for survey control.
 LZ0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0162.See file dsdata.txt to determine how the superseded data were derived.
 LZ0162
 LZ0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL9821041729(NAD 83)
 LZ0162_MARKER: DS = TRIANGULATION STATION DISK
 LZ0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0162_STAMPING: BENJA 1958
 LZ0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0162+STABILITY: SURFACE MOTION
 LZ0162
 LZ0162  HISTORY     - Date     Condition        Report By
 LZ0162  HISTORY     - 1958     MONUMENTED       CGS
 LZ0162  HISTORY     - 1959     GOOD             NGS
 LZ0162
 LZ0162                          STATION DESCRIPTION
 LZ0162
 LZ0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JMR)
 LZ0162'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LOW HILL, IN THE
 LZ0162'APPROXIMATE CENTER OF A FARM ROAD WHICH RUNS BETWEEN TWO CULTIVATED
 LZ0162'FIELDS, ABOUT 3 MILES EAST OF THE SMALL VILLAGE OF HETLERVILLE, ABOUT
 LZ0162'2 MILES SOUTH OF NESCOPECK, ABOUT 1 MILE EAST OF THE
 LZ0162'COLUMBIA-LUZERNE COUNTY LINE AND IS ON PROPERTY OWNED BY MR.
 LZ0162'BENJAMIN.
 LZ0162'
 LZ0162'TO REACH THE STATION FROM THE SOUTH END OF THE MIFFLINVILLE BRIDGE
 LZ0162'WHICH SPANS THE NORTH BRANCH OF THE SUSQUEHANNA RIVER.  TAKE
 LZ0162'THE LEFT FORK AND GO EAST AND SOUTH FOR 0.17 MILE TO THE INTERSECTION
 LZ0162'OF THIRD STREET AND MARKET STREET.  CROSS THIRD STREET AND CONTINUE
 LZ0162'SOUTH ON MARKET STREET AND A MACADAM ROAD FOR 0.87 MILE TO A
 LZ0162'Y-INTERSECTION.  TAKE THE LEFT FORK, A MACADAM ROAD, AND GO
 LZ0162'SOUTHEAST FOR 0.72 MILE TO A Y-INTERSECTION.  TAKE THE RIGHT FORK, A
 LZ0162'MACADAM ROAD, AND GO 0.78 MILE TO A REVERSE Y-INTERSECTION.  KEEP
 LZ0162'STRAIGHT AHEAD ON A MACADAM ROAD AND GO NORTHEAST FOR 1.0 MILE TO A
 LZ0162'SIDE ROAD ON THE LEFT, 6 MAIL BOXES AND SIGN HAZLETON 19 ON THE
 LZ0162'RIGHT HAND SIDE OF THE ROAD IN THE SMALL VILLAGE OF HETLERVILLE.
 LZ0162'CONTINUE STRAIGHT AHEAD, EAST, ON THE MACADAM ROAD AS PER SIGN
 LZ0162'HAZLETON 19 FOR 0.47 MILE TO A Y- INTERSECTION AND SIGN
 LZ0162'NESCOPECK 6.  TAKE THE RIGHT FORK A MACADAM ROAD AND GO EAST FOR 1.0
 LZ0162'MILE TO A GRAVELED ROAD ON THE LEFT HAND SIDE OF THE ROAD.
 LZ0162'CONTINUE EAST ON A MACADAM ROAD FOR 1.20 MILES TO A CHURCH ON THE
 LZ0162'RIGHT HAND SIDE OF THE ROAD.  CONTINUE EAST ON THE MACADAM ROAD FOR
 LZ0162'0.43 MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD
 LZ0162'FOR 0.12 MILE TO TWO PINE TREES ON THE RIGHT HAND SIDE OF THE ROAD.
 LZ0162'CONTINUE NORTH ON THE GRAVELED ROAD FOR ABOUT 50 FEET TO A FIELD
 LZ0162'ROAD ON THE LEFT HAND SIDE OF THE GRAVELED ROAD.  TURN LEFT AND GO
 LZ0162'WEST ON THE FIELD ROAD FOR 0.05 MILE TO THE HIGHEST POINT OF THE
 LZ0162'HILL AND THE STATION.
 LZ0162'
 LZ0162'THE STATION MARK, A STANDARD DISK STAMPED BENJA 1958, IS SET IN THE
 LZ0162'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS ABOUT 1 INCH BELOW THE
 LZ0162'SURFACE OF THE GROUND.
 LZ0162'
 LZ0162'REFERENCE MARK 1, A STANDARD DISK STAMPED BENJA NO 1 1958, IS SET IN
 LZ0162'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS ABOUT 1 INCH
 LZ0162'BELOW THE SURFACE OF THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS
 LZ0162'THE STATION AND IS SET IN THE APPROXIMATE CENTER OF A TRACK
 LZ0162'ROAD.
 LZ0162'
 LZ0162'REFERENCE MARK 2, A STANDARD DISK STAMPED BENJA NO 2 1958, IS SET IN
 LZ0162'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS ABOUT 1 INCH
 LZ0162'BELOW THE SURFACE OF THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS
 LZ0162'THE STATION AND IS SET IN THE APPROXIMATE CENTER OF A TRACK
 LZ0162'ROAD.
 LZ0162'
 LZ0162'STATION ROINICK MAY BE USED AS AN AZIMUTH MARK.
 LZ0162
 LZ0162                          STATION RECOVERY (1959)
 LZ0162
 LZ0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LZ0162'6.7 MI SE FROM MIFFLINVILLE.
 LZ0162'ABOUT 6.1 MILE SOUTHEAST ALONG BLACKTOP ROADS FROM THE POST
 LZ0162'OFFICE AT MIFFLINVILLE TO THE ST JAMES LUTHERAN CHURCH AND
 LZ0162'CEMETERY THENCE 0.45 MILE EAST ALONG A BLACKTOP ROAD THENCE 0.10
 LZ0162'MILE NORTH ALONG A DIRT ROAD THENCE 0.05 MILE WEST ON A FIELD
 LZ0162'ROAD, 370 FEET WEST OF A POWER POLE NUMBER 50630, 48 FEET EAST
 LZ0162'OF RM NO 2, 61 FEET WEST OF RM NO 1, IN THE CENTER OF THE TWO
 LZ0162'WHEEL TRACKS AND ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0161 ***********************************************************************
 LZ0161  DESIGNATION -  BENJA RM 1
 LZ0161  PID         -  LZ0161
 LZ0161  STATE/COUNTY-  PA/LUZERNE
 LZ0161  USGS QUAD   -  BERWICK (1989)
 LZ0161
 LZ0161                         *CURRENT SURVEY CONTROL
 LZ0161  ___________________________________________________________________
 LZ0161* NAD 83(1986)-  41 01 13.     (N)    076 12 38.     (W)     SCALED    
 LZ0161* NAVD 88     -       276.594  (meters)     907.46   (feet)  ADJUSTED  
 LZ0161  ___________________________________________________________________
 LZ0161  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LZ0161  DYNAMIC HT  -         276.477 (meters)     907.08  (feet)  COMP
 LZ0161  MODELED GRAV-     980,196.0   (mgal)                       NAVD 88
 LZ0161
 LZ0161  VERT ORDER  -  SECOND    CLASS 0
 LZ0161
 LZ0161.The horizontal coordinates were scaled from a topographic map and have
 LZ0161.an estimated accuracy of +/- 6 seconds.
 LZ0161
 LZ0161.The orthometric height was determined by differential leveling
 LZ0161.and adjusted by the National Geodetic Survey in June 1991..
 LZ0161
 LZ0161.The geoid height was determined by GEOID03.
 LZ0161
 LZ0161.The dynamic height is computed by dividing the NAVD 88
 LZ0161.geopotential number by the normal gravity value computed on the
 LZ0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0161.degrees latitude (g = 980.6199 gals.).
 LZ0161
 LZ0161.The modeled gravity was interpolated from observed gravity values.
 LZ0161
 LZ0161;                    North         East    Units  Estimated Accuracy
 LZ0161;SPC PA N     -    95,950.      729,470.      MT  (+/- 180 meters Scaled)
 LZ0161
 LZ0161                          SUPERSEDED SURVEY CONTROL
 LZ0161
 LZ0161  NGVD 29 (??/??/92)  276.806  (m)          908.15   (f) ADJ UNCH    2 0
 LZ0161
 LZ0161.Superseded values are not recommended for survey control.
 LZ0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0161.See file dsdata.txt to determine how the superseded data were derived.
 LZ0161
 LZ0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL982417(NAD 83)
 LZ0161_MARKER: DR = REFERENCE MARK DISK
 LZ0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0161_STAMPING: BENJA NO 1 1958
 LZ0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0161+STABILITY: SURFACE MOTION
 LZ0161
 LZ0161  HISTORY     - Date     Condition        Report By
 LZ0161  HISTORY     - 1958     MONUMENTED       CGS
 LZ0161  HISTORY     - 1959     GOOD             NGS
 LZ0161
 LZ0161                          STATION DESCRIPTION
 LZ0161
 LZ0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LZ0161'6.7 MI SE FROM MIFFLINVILLE.
 LZ0161'ABOUT 6.1 MILE SOUTHEAST ALONG BLACKTOP ROADS FROM THE POST
 LZ0161'OFFICE AT MIFFLINVILLE TO THE ST JAMES LUTHERAN CHURCH AND
 LZ0161'CEMETERY, THENCE 0.45 MILE EAST ON A BLACKTOP ROAD THENCE 0.1
 LZ0161'MILE NORTH ON A DIRT ROAD THENCE 0.05 MILE WEST ON A FIELD ROAD,
 LZ0161'309 FEET WEST OF A POWER POLE NO 50630, 109 FEET EAST OF RM NO 2,
 LZ0161'61 FEET EAST OF THE STATION BENCH MARK AND SET IN THE CENTER OF
 LZ0161'THE TWO WHEEL TRACKS ABOUT LEVEL WITH THE FIELD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0163 ***********************************************************************
 LZ0163  DESIGNATION -  BENJA RM 2
 LZ0163  PID         -  LZ0163
 LZ0163  STATE/COUNTY-  PA/LUZERNE
 LZ0163  USGS QUAD   -  BERWICK (1989)
 LZ0163
 LZ0163                         *CURRENT SURVEY CONTROL
 LZ0163  ___________________________________________________________________
 LZ0163* NAD 83(1986)-  41 01 13.     (N)    076 12 38.     (W)     SCALED    
 LZ0163* NAVD 88     -       276.629  (meters)     907.57   (feet)  ADJUSTED  
 LZ0163  ___________________________________________________________________
 LZ0163  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LZ0163  DYNAMIC HT  -         276.513 (meters)     907.19  (feet)  COMP
 LZ0163  MODELED GRAV-     980,196.0   (mgal)                       NAVD 88
 LZ0163
 LZ0163  VERT ORDER  -  SECOND    CLASS 0
 LZ0163
 LZ0163.The horizontal coordinates were scaled from a topographic map and have
 LZ0163.an estimated accuracy of +/- 6 seconds.
 LZ0163
 LZ0163.The orthometric height was determined by differential leveling
 LZ0163.and adjusted by the National Geodetic Survey in June 1991..
 LZ0163
 LZ0163.The geoid height was determined by GEOID03.
 LZ0163
 LZ0163.The dynamic height is computed by dividing the NAVD 88
 LZ0163.geopotential number by the normal gravity value computed on the
 LZ0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0163.degrees latitude (g = 980.6199 gals.).
 LZ0163
 LZ0163.The modeled gravity was interpolated from observed gravity values.
 LZ0163
 LZ0163;                    North         East    Units  Estimated Accuracy
 LZ0163;SPC PA N     -    95,950.      729,470.      MT  (+/- 180 meters Scaled)
 LZ0163
 LZ0163                          SUPERSEDED SURVEY CONTROL
 LZ0163
 LZ0163  NGVD 29 (??/??/92)  276.842  (m)          908.27   (f) ADJ UNCH    2 0
 LZ0163
 LZ0163.Superseded values are not recommended for survey control.
 LZ0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0163.See file dsdata.txt to determine how the superseded data were derived.
 LZ0163
 LZ0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL982417(NAD 83)
 LZ0163_MARKER: DR = REFERENCE MARK DISK
 LZ0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0163_STAMPING: BENJA NO 2 1959
 LZ0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0163+STABILITY: SURFACE MOTION
 LZ0163
 LZ0163  HISTORY     - Date     Condition        Report By
 LZ0163  HISTORY     - 1959     MONUMENTED       CGS
 LZ0163
 LZ0163                          STATION DESCRIPTION
 LZ0163
 LZ0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LZ0163'6.7 MI SE FROM MIFFLINVILLE.
 LZ0163'ABOUT 6.1 MILE SOUTHEAST ALONG BLACKTOP ROADS FROM THE POST
 LZ0163'OFFICE AT MIFFLINVILLE TO THE ST JAMES LUTHERAN CHURCH AND
 LZ0163'CEMETERY THENCE 0.45 MILE EAST ON THE BLACKTOP ROAD THENCE 0.1
 LZ0163'MILE NORTH ON A DIRT ROAD THENCE 0.05 MILE WEST ON A FIELD ROAD,
 LZ0163'418 FEET WEST OF POWER POLE 50630, 48 FEET WEST OF THE STATION
 LZ0163'BM, 109 FEET WEST OF RM NO 1, ABOUT LEVEL WITH THE FIELD ROAD
 LZ0163'AND IN THE CENTER OF THE WHEEL TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1785 ***********************************************************************
 LZ1785  DESIGNATION -  BENJAMIN
 LZ1785  PID         -  LZ1785
 LZ1785  STATE/COUNTY-  PA/CLINTON
 LZ1785  USGS QUAD   -  SNOW SHOE NE (1986)
 LZ1785
 LZ1785                         *CURRENT SURVEY CONTROL
 LZ1785  ___________________________________________________________________
 LZ1785* NAD 83(1992)-  41 14 13.98853(N)    077 45 01.70562(W)     ADJUSTED  
 LZ1785* NAVD 88     -       710.8    (meters)    2332.     (feet)  VERTCON   
 LZ1785  ___________________________________________________________________
 LZ1785  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 LZ1785  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 LZ1785
 LZ1785  HORZ ORDER  -  FIRST
 LZ1785
 LZ1785.The horizontal coordinates were established by classical geodetic methods
 LZ1785.and adjusted by the National Geodetic Survey in June 2002..
 LZ1785
 LZ1785.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1785
 LZ1785.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1785
 LZ1785.The geoid height was determined by GEOID03.
 LZ1785
 LZ1785;                    North         East     Units Scale Factor Converg.
 LZ1785;SPC PA N     -   118,888.640   599,960.283   MT  0.99996176   -0 00 01.1
 LZ1785;SPC PA N     -   390,053.81  1,968,369.70   sFT  0.99996176   -0 00 01.1
 LZ1785;UTM  18      - 4,568,739.604   269,500.525   MT  1.00025392   -1 48 49.9
 LZ1785
 LZ1785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1785!SPC PA N     -   0.99989365  x   0.99996176  =   0.99985541
 LZ1785!UTM  18      -   0.99989365  x   1.00025392  =   1.00014754
 LZ1785
 LZ1785:                Primary Azimuth Mark                     Grid Az
 LZ1785:SPC PA N     -  RENOVO TV CORP MAST                      003 06 04.0
 LZ1785:UTM  18      -  RENOVO TV CORP MAST                      004 54 52.8
 LZ1785
 LZ1785|---------------------------------------------------------------------|
 LZ1785| PID    Reference Object                     Distance      Geod. Az  |
 LZ1785|                                                           dddmmss.s |
 LZ1785| LZ1776 RENOVO TV CORP MAST                 APPROX. 7.6 KM 0030602.9 |
 LZ1785| CK6628 BENJAMIN RM 1                        29.653 METERS 13625     |
 LZ1785| LZ1784 COFFIN ROCKS LOOKOUT TOWER           12.049 METERS 18148     |
 LZ1785| CK6629 BENJAMIN RM 2                        22.262 METERS 20717     |
 LZ1785|---------------------------------------------------------------------|
 LZ1785
 LZ1785                          SUPERSEDED SURVEY CONTROL
 LZ1785
 LZ1785  NAD 83(1986)-  41 14 13.98594(N)    077 45 01.70630(W) AD(       ) 1
 LZ1785  NAD 27      -  41 14 13.74451(N)    077 45 02.75676(W) AD(       ) 1
 LZ1785  NGVD 29 (07/19/86)  711.0    (m)         2333.     (f) VERT ANG       
 LZ1785
 LZ1785.Superseded values are not recommended for survey control.
 LZ1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1785.See file dsdata.txt to determine how the superseded data were derived.
 LZ1785
 LZ1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL6950168740(NAD 83)
 LZ1785_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1785_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LZ1785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LZ1785+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2002
 LZ1785
 LZ1785  HISTORY     - Date     Condition        Report By
 LZ1785  HISTORY     - 1933     MONUMENTED       CGS
 LZ1785  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LZ1785  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LZ1785  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LZ1785  HISTORY     - 1966     SEE DESCRIPTION  USGS
 LZ1785  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LZ1785  HISTORY     - 20020919 GOOD             EADS
 LZ1785
 LZ1785                          STATION DESCRIPTION
 LZ1785
 LZ1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 LZ1785'THIS STATION IS AT THE COFFIN ROCKS FIRE TOWER, ABOUT 10 MILES SSW OF
 LZ1785'RENOVA.  THE MARK IS AT THE N EDGE OF THE CLEARING,
 LZ1785'SURROUNDING THE FIRE TOWER AND 39.5 FEET N OF THE CENTER OF THE FIRE
 LZ1785'TOWER.  IT PROJECTS 7 INCHES.
 LZ1785'
 LZ1785'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 LZ1785'SET IN CONCRETE, AS DESCRIBED IN NOTES 1B, 7A AND 11B.
 LZ1785'
 LZ1785'REFERENCE MARK NO. 1 IS SE OF THE STATION, 64 FEET ESE OF THE SE LEG
 LZ1785'OF THE FIRE TOWER AT THE E EDGE OF THE CLEARING AND PROJECTS 8
 LZ1785'INCHES.  REFERENCE MARK NO. 2 IS S OF THE STATION, 30 FEET WSW OF THE
 LZ1785'SW LEG OF THE FIRE TOWER IN THE BRUSH AT THE W EDGE OF THE
 LZ1785'CLEARING, AND PROJECTS 9 INCHES.
 LZ1785'
 LZ1785'TO REACH THE STATION FROM THE S, FOLLOW HIGHWAY 53 TO MOSHANNON, THEN
 LZ1785'GO N ON HIGHWAY 879, 1.2 MILES TO CROSSROADS WHERE HIGHWAY 879
 LZ1785'TURNS LEFT AND THE RENOVA ROAD GOES STRAIGHT AHEAD.  CONTINUE
 LZ1785'STRAIGHT AHEAD ON THE RENOVA ROAD WHICH IS THE MAIN TRAVELED ROAD
 LZ1785'24.8 MILES TO A ROAD TO THE RIGHT MARKED BEECH CREEK ROAD - ALSO SEE
 LZ1785'PENNSYLVANIA FROM 60-FEET STEEL FIRE TOWER.  FOLLOW THIS ROAD 0.8
 LZ1785'MILE AND TAKE THE LEFT FORK TO THE FIRE TOWER AND THE STATION.
 LZ1785
 LZ1785                          STATION RECOVERY (1958)
 LZ1785
 LZ1785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ1785'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 LZ1785'RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND TO BE IN GOOD
 LZ1785'CONDITION.  THE DISTANCES AND DIRECTIONS WERE VERIFIED.
 LZ1785'
 LZ1785'FOLLOWING IS A NEW TO REACH FROM THE STATION.
 LZ1785'
 LZ1785'TO REACH FROM THE POST OFFICE IN RENOVA, GO SOUTHEASTERLY ON U.S.
 LZ1785'HIGHWAY 120 FOR 0.3 MILE TO STATE HIGHWAY 144 LEADING RIGHT, TURN
 LZ1785'RIGHT ON STATE HIGHWAY 144 AND GO 9.7 MILES TO A DIRT ROAD ON THE
 LZ1785'LEFT AT A SIGN COFFIN ROCKS FIRE TOWER, TURN LEFT ON DIRT ROAD AND
 LZ1785'GO 0.75 MILE TO CROSSROADS, TURN LEFT ON DIRT ROAD AND GO 0.65 MILE
 LZ1785'TO A SIDE ROAD ON THE LEFT LEADING TO LOOKOUT TOWER, TURN LEFT
 LZ1785'AND GO 0.1 MILE TO THE LOOKOUT TOWER AND THE STATION.
 LZ1785
 LZ1785                          STATION RECOVERY (1959)
 LZ1785
 LZ1785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 LZ1785'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  STATION NOT
 LZ1785'OCCUPIED.  THIS STATION WAS OCCUPIED ABOUT 3 MONTHS AGO BY A C
 LZ1785'AND GS PARTY.  A RECOVERY NOTE WAS PROBABLY SUBMITTED BY THIS PARTY.
 LZ1785
 LZ1785                          STATION RECOVERY (1964)
 LZ1785
 LZ1785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 LZ1785'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 LZ1785'DESCRIBED IN THE ORIGINAL DESCRIPTION.  THE TO REACH IN THE
 LZ1785'ORIGINAL DESCRIPTION IS OBSOLETE BUT THE TO REACH IN THE 1958
 LZ1785'RECOVERY NOTE BY W.E.R. IS GOOD.
 LZ1785
 LZ1785                          STATION RECOVERY (1966)
 LZ1785
 LZ1785'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LZ1785'STATION WAS SEARCHED FOR AND FOUND IN GOOD CONDITION.
 LZ1785
 LZ1785                          STATION RECOVERY (1968)
 LZ1785
 LZ1785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WMJ)
 LZ1785'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED AS
 LZ1785'DESCRIBED IN 1958 BY W.E.R. AND FOUND TO BE IN GOOD CONDITION.
 LZ1785'REFERENCE MARK NO. 1 WAS NOT OBSERVED AT THIS TIME DUE TO BEING
 LZ1785'OBSTRUCTED BY TREES.
 LZ1785
 LZ1785                          STATION RECOVERY (2002)
 LZ1785
 LZ1785'RECOVERY NOTE BY THE EADS GROUP 2002 (DGE)
 LZ1785'SUITABLE FOR SATELLITE OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3181 ***********************************************************************
 KW3181  DESIGNATION -  BENNER
 KW3181  PID         -  KW3181
 KW3181  STATE/COUNTY-  PA/SNYDER
 KW3181  USGS QUAD   -  SUNBURY (1987)
 KW3181
 KW3181                         *CURRENT SURVEY CONTROL
 KW3181  ___________________________________________________________________
 KW3181* NAD 83(1992)-  40 45 11.50623(N)    076 51 40.39670(W)     ADJUSTED  
 KW3181* NAVD 88     -       207.4    (meters)     680.     (feet)  VERTCON   
 KW3181  ___________________________________________________________________
 KW3181  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 KW3181  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KW3181
 KW3181  HORZ ORDER  -  SECOND
 KW3181
 KW3181.The horizontal coordinates were established by classical geodetic methods
 KW3181.and adjusted by the National Geodetic Survey in June 2002..
 KW3181
 KW3181.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW3181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW3181
 KW3181.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3181
 KW3181.The geoid height was determined by GEOID03.
 KW3181
 KW3181;                    North         East     Units Scale Factor Converg.
 KW3181;SPC PA S     -   158,034.388   675,052.532   MT  0.99997341   +0 34 35.9
 KW3181;SPC PA S     -   518,484.49  2,214,734.85   sFT  0.99997341   +0 34 35.9
 KW3181;SPC PA N     -    65,521.877   675,056.245   MT  1.00002355   +0 35 16.7
 KW3181;SPC PA N     -   214,966.36  2,214,747.03   sFT  1.00002355   +0 35 16.7
 KW3181;UTM  18      - 4,513,026.317   342,881.872   MT  0.99990385   -1 12 54.9
 KW3181
 KW3181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3181!SPC PA S     -   0.99997275  x   0.99997341  =   0.99994616
 KW3181!SPC PA N     -   0.99997275  x   1.00002355  =   0.99999630
 KW3181!UTM  18      -   0.99997275  x   0.99990385  =   0.99987660
 KW3181
 KW3181:                Primary Azimuth Mark                     Grid Az
 KW3181:SPC PA S     -  SELINSGROVE FACTORY STORE TANK           001 12 02.6
 KW3181:SPC PA N     -  SELINSGROVE FACTORY STORE TANK           001 11 21.8
 KW3181:UTM  18      -  SELINSGROVE FACTORY STORE TANK           002 59 33.4
 KW3181
 KW3181|---------------------------------------------------------------------|
 KW3181| PID    Reference Object                     Distance      Geod. Az  |
 KW3181|                                                           dddmmss.s |
 KW3181| KW3182 SELINSGROVE FACTORY STORE TANK      APPROX. 6.2 KM 0014638.5 |
 KW3181| KW3180 HUMMELS WHARF PA PWR NW STACK       APPROX. 9.9 KM 0175714.0 |
 KW3181| CB2745 BENNER RM 2                           6.729 METERS 16316     |
 KW3181| CB2743 BENNER AZ MK                                       3441924.6 |
 KW3181| KW3183 SELINSGROVE SUSQUE UNIV CHAPEL      APPROX. 5.2 KM 3464833.1 |
 KW3181| CB2744 BENNER RM 1                           4.687 METERS 35042     |
 KW3181| KW3178 SELINSGROVE SUSQUE U POWER STK      APPROX. 4.9 KM 3504803.1 |
 KW3181| KW3179 SELINSGROVE AREA HS CUPOLA          APPROX. 5.8 KM 3540101.5 |
 KW3181|---------------------------------------------------------------------|
 KW3181
 KW3181                          SUPERSEDED SURVEY CONTROL
 KW3181
 KW3181  NAD 83(1986)-  40 45 11.50489(N)    076 51 40.39354(W) AD(       ) 2
 KW3181  NAD 27      -  40 45 11.19939(N)    076 51 41.49123(W) AD(       ) 2
 KW3181  NGVD 29 (07/19/86)  207.6    (m)          681.     (f) VERT ANG       
 KW3181
 KW3181.Superseded values are not recommended for survey control.
 KW3181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3181.See file dsdata.txt to determine how the superseded data were derived.
 KW3181
 KW3181_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL4288213026(NAD 83)
 KW3181_MARKER: DE = TRAVERSE STATION DISK
 KW3181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3181
 KW3181  HISTORY     - Date     Condition        Report By
 KW3181  HISTORY     - 1966     MONUMENTED       CGS
 KW3181  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW3181
 KW3181                          STATION DESCRIPTION
 KW3181
 KW3181'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW3181'THE STATION IS LOCATED ABOUT 3-1/4 MILES NORTH-NORTHWEST OF HERNDON,
 KW3181'ABOUT 3 MILES SOUTH OF SELINSGROVE AND ABOUT 1/4 MILE WEST OF
 KW3181'THE SUSQUEHANNA RIVER.  IT IS ON A HIGH BLUFF OVERLOOKING THE
 KW3181'SUSQUEHANNA RIVER AND THE PROPERTY IS OWNED BY MR. LESTER R.
 KW3181'BENNER.
 KW3181'
 KW3181'TO REACH THE STATION FROM THE POST OFFICE IN SELINSGROVE, GO
 KW3181'SOUTHERLY ON U.S. HIGHWAYS 11 AND 15 FOR 2.2 MILES TO THE
 KW3181'AZIMUTH MARK ON THE RIGHT, WEST SIDE OF THE ROAD.  CONTINUE SOUTHERLY
 KW3181'ON U.S. HIGHWAYS 11 AND 15 FOR 1.1 MILES TO A SIDE ROAD RIGHT.
 KW3181'TURN SHARP RIGHT AND GO NORTHWEST AND WEST ON A BLADED ROAD FOR 0.2
 KW3181'MILE TO SEVERAL FARM BUILDINGS.  TURN RIGHT AND GO NORTHEAST
 KW3181'AND WEST ON A BLADED ROAD FOR 0.2 MILE TO MR. BENNERS HOUSE AND THE
 KW3181'STATION JUST EAST OF THE HOUSE.
 KW3181'
 KW3181'THE STATION MARK IS 67 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF
 KW3181'MR. BENNERS HOUSE AND 5 FEET NORTH OF POWER POLE NUMBER 53005.
 KW3181'THE MARK IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A 10-INCH
 KW3181'SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 KW3181'AND IT IS STAMPED BENNER 1966.
 KW3181'
 KW3181'REFERENCE MARK NO. 1 IS 75 FEET EAST-NORTHEAST OF THE SOUTHEAST
 KW3181'CORNER OF MR. BENNERS HOUSE AND 21 FEET NORTH OF THE POWER
 KW3181'POLE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE
 KW3181'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE AND IT IS
 KW3181'STAMPED BENNER NO 1 1966.
 KW3181'
 KW3181'REFERENCE MARK NO. 2 IS 63 FEET EAST OF THE SOUTHEAST CORNER OF MR.
 KW3181'BENNERS HOUSE AND 17 FEET SOUTH OF THE POWER POLE.  THE MARK
 KW3181'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 KW3181'MONUMENT WHICH IS FLUSH WITH THE SURFACE AND IT IS STAMPED
 KW3181'BENNER NO 2 1966.
 KW3181'
 KW3181'THE AZIMUTH MARK IS 30 FEET WEST OF THE APPROXIMATE CENTER LINE OF
 KW3181'U.S. HIGHWAYS 11 AND 15 AND 3.0 FEET SOUTHEAST OF A
 KW3181'WITNESS POST.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 KW3181'IN THE SOUTH EDGE OF A CONCRETE CULVERT AND IT IS STAMPED
 KW3181'BENNER 1966.
 KW3181
 KW3181                          STATION RECOVERY (1989)
 KW3181
 KW3181'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW3181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1896 ***********************************************************************
 LZ1896  DESIGNATION -  BENTON ET
 LZ1896  PID         -  LZ1896
 LZ1896  STATE/COUNTY-  PA/COLUMBIA
 LZ1896  USGS QUAD   -  STILLWATER (1983)
 LZ1896
 LZ1896                         *CURRENT SURVEY CONTROL
 LZ1896  ___________________________________________________________________
 LZ1896* NAD 83(1992)-  41 12 01.60332(N)    076 21 59.31261(W)     ADJUSTED  
 LZ1896* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 LZ1896  ___________________________________________________________________
 LZ1896  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 LZ1896  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 LZ1896
 LZ1896  HORZ ORDER  -  SECOND
 LZ1896
 LZ1896.The horizontal coordinates were established by classical geodetic methods
 LZ1896.and adjusted by the National Geodetic Survey in June 2002..
 LZ1896
 LZ1896.The orthometric height was scaled from a topographic map.
 LZ1896
 LZ1896.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1896
 LZ1896.The geoid height was determined by GEOID03.
 LZ1896
 LZ1896;                    North         East     Units Scale Factor Converg.
 LZ1896;SPC PA N     -   115,731.626   716,040.596   MT  0.99996397   +0 54 54.9
 LZ1896;SPC PA N     -   379,696.18  2,349,209.86   sFT  0.99996397   +0 54 54.9
 LZ1896;UTM  18      - 4,561,908.842   385,424.706   MT  0.99976156   -0 54 00.7
 LZ1896
 LZ1896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1896!SPC PA N     -   0.99994532  x   0.99996397  =   0.99990929
 LZ1896!UTM  18      -   0.99994532  x   0.99976156  =   0.99970690
 LZ1896
 LZ1896|---------------------------------------------------------------------|
 LZ1896| PID    Reference Object                     Distance      Geod. Az  |
 LZ1896|                                                           dddmmss.s |
 LZ1896| CB2747 BENTON ET RM 2                       30.596 METERS 16121     |
 LZ1896| CB2746 BENTON ET RM 1                       28.621 METERS 23141     |
 LZ1896| LZ1907 FRITZ ET                            APPROX. 7.5 KM 3131605.5 |
 LZ1896|---------------------------------------------------------------------|
 LZ1896
 LZ1896                          SUPERSEDED SURVEY CONTROL
 LZ1896
 LZ1896  NAD 83(1986)-  41 12 01.60251(N)    076 21 59.31018(W) AD(       ) 2
 LZ1896  NAD 27      -  41 12 01.30025(N)    076 22 00.51909(W) AD(       ) 2
 LZ1896
 LZ1896.Superseded values are not recommended for survey control.
 LZ1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1896.See file dsdata.txt to determine how the superseded data were derived.
 LZ1896
 LZ1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL8542561909(NAD 83)
 LZ1896_MARKER: Z = SEE DESCRIPTION
 LZ1896_SETTING: 0 = UNSPECIFIED SETTING
 LZ1896
 LZ1896  HISTORY     - Date     Condition        Report By
 LZ1896  HISTORY     - 1968     MONUMENTED       USGS
 LZ1896
 LZ1896                          STATION DESCRIPTION
 LZ1896
 LZ1896'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (AIM)
 LZ1896'STATION IS LOCATED ABOUT 3.1 MILES WEST OF CAMBRA AND ABOUT 1 MILE
 LZ1896'EAST-NORTHEAST OF BENTON, IN CULTIVATED FIELD.
 LZ1896'
 LZ1896'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 487 AND STATE HIGHWAY 239
 LZ1896'IN BENTON, GO SOUTH ON HIGHWAY 239 FOR 1.3 MILES TO FIELD
 LZ1896'ROAD RIGHT OPPOSITE FARMHOUSE, TURN RIGHT AND FOLLOW FIELD ROAD TO
 LZ1896'APPROXIMATE HIGH POINT OF HILL AND STATION.
 LZ1896'
 LZ1896'THE STATION MARK IS A STANDARD TABLET STAMPED BENTON ET 1968 CRIMPED
 LZ1896'TO THE TOP OF A COPPER-COATED STEEL ROD DRIVEN INTO THE GROUND
 LZ1896'AND 13 INCHES BELOW THE SURFACE OF THE GROUND. IT IS 99.3 FEET
 LZ1896'NORTHWEST OF 10-INCH OAK TREE WITH TRIANGULAR BLAZE, 94.3 FEET
 LZ1896'NORTH-NORTHEAST OF 14-INCH PINE TREE WITH RAILROAD SPIKE IN
 LZ1896'TRIANGULAR BLAZE AND 98.4 FEET EAST OF 8-INCH OK TREE WITH
 LZ1896'TRIANGULAR BLAZE.
 LZ1896'
 LZ1896'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK TABLET STAMPED
 LZ1896'BENTON ET 1968 RM 1 CRIMPED TO THE TOP OF A COPPER-COATED
 LZ1896'STEEL ROD DRIVEN INTO THE GROUND.  IT IS 46 FEET WEST-NORTHWEST OF
 LZ1896'14-INCH PINE TREE WITH RAILROAD SPIKE IN TRIANGULAR BLAZE, 6 FEET
 LZ1896'NORTHWEST OF 8-INCH OAK TREE WITH TRIANGULAR BLAZE AND 2 FEET
 LZ1896'NORTHEAST OF ROCK FENCE.
 LZ1896'
 LZ1896'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK TABLET STAMPED
 LZ1896'BENTON ET 1968 RM 2 CRIMPED TO THE TOP OF A COPPER-COATED
 LZ1896'STEEL ROD DRIVEN INTO THE GROUND.  IT IS 70 FEET SOUTHEAST OF 14-INCH
 LZ1896'PINE TREE WITH RAILROAD SPIKE IN TRIANGULAR BLAZE, 12.75 FEET
 LZ1896'EAST-SOUTHEAST OF 10-INCH OAK TREE WITH TRIANGULAR BLAZE AND 2 FEET
 LZ1896'NORTHEAST OF ROCK FENCE.
 LZ1896'
 LZ1896'NO AZIMUTH MARK WAS SET AS STATIONS FRITZ ET 1968 AND VIEW ET 1968
 LZ1896'ARE VISIBLE FROM THE GROUND.
 LZ1896'
 LZ1896'HEIGHT OF LIGHT ABOVE STATION MARK- 6.6 FEET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2337 ***********************************************************************
 MA2337  DESIGNATION -  BENZ
 MA2337  PID         -  MA2337
 MA2337  STATE/COUNTY-  PA/ELK
 MA2337  USGS QUAD   -  GLEN HAZEL (1969)
 MA2337
 MA2337                         *CURRENT SURVEY CONTROL
 MA2337  ___________________________________________________________________
 MA2337* NAD 83(1992)-  41 30 04.19352(N)    078 36 44.40644(W)     ADJUSTED  
 MA2337* NAVD 88     -       650.8    (meters)    2135.     (feet)  VERTCON   
 MA2337  ___________________________________________________________________
 MA2337  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 MA2337  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 MA2337
 MA2337  HORZ ORDER  -  FIRST
 MA2337
 MA2337.The horizontal coordinates were established by classical geodetic methods
 MA2337.and adjusted by the National Geodetic Survey in June 2002..
 MA2337
 MA2337.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2337
 MA2337.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2337
 MA2337.The geoid height was determined by GEOID03.
 MA2337
 MA2337;                    North         East     Units Scale Factor Converg.
 MA2337;SPC PA N     -   148,559.932   528,003.832   MT  0.99995791   -0 34 13.7
 MA2337;SPC PA N     -   487,400.38  1,732,292.57   sFT  0.99995791   -0 34 13.7
 MA2337;UTM  17      - 4,597,145.894   699,284.690   MT  1.00008876   +1 34 57.6
 MA2337
 MA2337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2337!SPC PA N     -   0.99990292  x   0.99995791  =   0.99986083
 MA2337!UTM  17      -   0.99990292  x   1.00008876  =   0.99999167
 MA2337
 MA2337:                Primary Azimuth Mark                     Grid Az
 MA2337:SPC PA N     -  CLARION                                  216 06 05.2
 MA2337:UTM  17      -  CLARION                                  213 56 53.9
 MA2337
 MA2337|---------------------------------------------------------------------|
 MA2337| PID    Reference Object                     Distance      Geod. Az  |
 MA2337|                                                           dddmmss.s |
 MA2337| MA2245 CLARION                             APPROX.18.9 KM 2153151.5 |
 MA2337| CK6630 BENZ RM 1                            26.249 METERS 27015     |
 MA2337| CK6631 BENZ RM 2                            25.454 METERS 35922     |
 MA2337|---------------------------------------------------------------------|
 MA2337
 MA2337                          SUPERSEDED SURVEY CONTROL
 MA2337
 MA2337  NAD 83(1996)-  41 30 04.19410(N)    078 36 44.40732(W) AD(       ) 1
 MA2337  NAD 83(1986)-  41 30 04.19458(N)    078 36 44.40675(W) AD(       ) 1
 MA2337  NAD 27      -  41 30 03.96972(N)    078 36 45.32244(W) AD(       ) 1
 MA2337  NGVD 29 (07/19/86)  650.9    (m)         2135.     (f) VERT ANG       
 MA2337
 MA2337.Superseded values are not recommended for survey control.
 MA2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2337.See file dsdata.txt to determine how the superseded data were derived.
 MA2337
 MA2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF9928597146(NAD 83)
 MA2337_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2337_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MA2337_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MA2337+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2006
 MA2337
 MA2337  HISTORY     - Date     Condition        Report By
 MA2337  HISTORY     - 1967     MONUMENTED       CGS
 MA2337  HISTORY     - 20040421 GOOD             USPSQD
 MA2337  HISTORY     - 20060831 GOOD             USPSQD
 MA2337
 MA2337                          STATION DESCRIPTION
 MA2337
 MA2337'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 MA2337'THE STATION IS LOCATED ON A LOW HEAVILY WOODED HILL, ABOUT 8-1/2
 MA2337'MILES NORTHEAST OF RIDGWAY, 7 MILES SOUTHEAST OF WILCOX, 5-3/4
 MA2337'MILES NORTH-NORTHWEST OF SAINT MARYS, 4 MILES EAST OF JOHNSONBURG AND
 MA2337'ON PROPERTY OF THE STATE GAME COMMISSION.
 MA2337'
 MA2337'TO REACH THE STATION FROM THE POST OFFICE IN WILCOX, GO NORTH ON U.S.
 MA2337'HIGHWAY 219 FOR 0.05 MILE TO A CROSSROAD AT A SIGN WHICH READS
 MA2337'RASSELAS 4.  TURN RIGHT AND GO EAST ON A PAVED ROAD FOR 0.05 MILE TO
 MA2337'A FORK.  BEAR LEFT AND GO NORTHEAST ON A PAVED ROAD FOR 1.9 MILES TO
 MA2337'A Y-FORK AT SIGN WHICH READS ELK STATE PARK 8, AND BENDIGO STATE PARK
 MA2337'5.  BEAR RIGHT AND GO IN A SOUTHEASTERLY DIRECTION ON A PAVED ROAD
 MA2337'FOR 3.2 MILES TO A SIDE ROAD LEFT AT SIGN WHICH READS EAST BRANCH DAM
 MA2337'ENTRANCE.  CONTINUE AHEAD IN A SOUTHERLY DIRECTION ON THE PAVED
 MA2337'ROAD FOR 1.7 MILES TO A SIDE ROAD RIGHT IN THE SMALL VILLAGE OF
 MA2337'GLEN HAZEL.  CONTINUE AHEAD IN A SOUTHERLY DIRECTION ON THE PAVED
 MA2337'ROAD FOR 3.4 MILES TO A SIDE ROAD RIGHT JUST BEFORE REACHING THE
 MA2337'TOP OF A GRADE.  TURN RIGHT AND GO WEST ON A DIRT ROAD FOR 0.05 MILE
 MA2337'TO A LOCKED GATE (KEY MAY BE OBTAINED FROM MR. BOB REA OF THE
 MA2337'PENNSYLVANIA STATE GAME COMMISSION).  PASS THROUGH THE GATE AND
 MA2337'CONTINUE WEST ON THE DIRT ROAD FOR 2.15 MILES TO A DIM TRACK ROAD
 MA2337'LEFT.  TURN LEFT AND GO IN A SOUTHERLY DIRECTION ON THE DIM TRACK
 MA2337'ROAD FOR 0.05 MILE TO THE STATION.
 MA2337'
 MA2337'THE STATION MARK IS A STANDARD DISK STAMPED BENZ 1967, SET IN THE TOP
 MA2337'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 MA2337'ABOVE THE GROUND.  IT IS 34 FEET NORTHWEST OF A 14 INCH WILD CHERRY
 MA2337'TREE, 15 FEET SOUTHWEST OF A 12 INCH MAPLE TREE WITH TRIANGULAR
 MA2337'BLAZE, 12 FEET SOUTH-SOUTHEAST OF AN 8 INCH MAPLE TREE WITH
 MA2337'TRIANGULAR BLAZE, 12 FEET SOUTHEAST OF THE END OF THE TRACK ROAD
 MA2337'AND 4.9 FEET WEST OF A METAL WITNESS POST.
 MA2337'
 MA2337'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BENZ NO 1 1967, SET IN
 MA2337'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 MA2337'5 INCHES ABOVE THE GROUND.  IT IS 22 FEET NORTH OF THE CENTER OF THE
 MA2337'TRACK ROAD AND 1.4 FEET EAST OF A METAL WITNESS POST.
 MA2337'
 MA2337'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BENZ NO 2 1967, SET IN
 MA2337'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 MA2337'4 INCHES ABOVE THE GROUND.  IT IS 73 FEET OF THE 12-INCH MAPLE TREE
 MA2337'WITH TRIANGULAR BLAZE AND 7 FEET WEST OF A 4 TRUNKED TREE.
 MA2337'
 MA2337'NOTE- NO SUITABLE LOCATION FOR AN AZIMUTH MARK WAS FOUND.
 MA2337'
 MA2337'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 MA2337
 MA2337                          STATION RECOVERY (2004)
 MA2337
 MA2337'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA2337'RM 1 AND RM 2 FOUND GOOD. STATION IS IN DENSE WOODS. VIEW IS BLOCKED
 MA2337'IN ALL DIRECTIONS.
 MA2337
 MA2337                          STATION RECOVERY (2006)
 MA2337
 MA2337'RECOVERY NOTE BY US POWER SQUADRON 2006 (SG)
 MA2337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3755 ***********************************************************************
 KV3755  DESIGNATION -  BER PHELCO 1974
 KV3755  PID         -  KV3755
 KV3755  STATE/COUNTY-  PA/CHESTER
 KV3755  USGS QUAD   -  VALLEY FORGE (1992)
 KV3755
 KV3755                         *CURRENT SURVEY CONTROL
 KV3755  ___________________________________________________________________
 KV3755* NAD 83(1992)-  40 03 21.55194(N)    075 27 21.28013(W)     ADJUSTED  
 KV3755* NAVD 88     -       119.90   (+/-2cm)     393.4    (feet)  VERTCON   
 KV3755  ___________________________________________________________________
 KV3755  X           -   1,227,693.361 (meters)                     COMP
 KV3755  Y           -  -4,732,113.267 (meters)                     COMP
 KV3755  Z           -   4,082,801.397 (meters)                     COMP
 KV3755  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 KV3755  ELLIP HEIGHT-          86.51  (meters)          (06/21/02) GPS OBS
 KV3755  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 KV3755
 KV3755  HORZ ORDER  -  SECOND
 KV3755  VERT ORDER  -  THIRD ? (See Below)
 KV3755  ELLP ORDER  -  FOURTH    CLASS I
 KV3755
 KV3755.The horizontal coordinates were established by GPS observations
 KV3755.and adjusted by the National Geodetic Survey in June 2002..
 KV3755
 KV3755.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV3755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV3755.The vertical order pertains to the NGVD 29 superseded value.
 KV3755
 KV3755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV3755
 KV3755.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3755
 KV3755.The ellipsoidal height was determined by GPS observations
 KV3755.and is referenced to NAD 83.
 KV3755
 KV3755.The geoid height was determined by GEOID03.
 KV3755
 KV3755;                    North         East     Units Scale Factor Converg.
 KV3755;SPC PA S     -    82,781.742   795,715.685   MT  0.99998309   +1 29 18.2
 KV3755;SPC PA S     -   271,593.10  2,610,610.54   sFT  0.99998309   +1 29 18.2
 KV3755;UTM  18      - 4,434,070.779   461,115.292   MT  0.99961861   -0 17 36.2
 KV3755
 KV3755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3755!SPC PA S     -   0.99998643  x   0.99998309  =   0.99996952
 KV3755!UTM  18      -   0.99998643  x   0.99961861  =   0.99960504
 KV3755
 KV3755:                Primary Azimuth Mark                     Grid Az
 KV3755:SPC PA S     -  VALLEY FORGE CORP CENTER TANK            022 53 39.1
 KV3755:UTM  18      -  VALLEY FORGE CORP CENTER TANK            024 40 33.5
 KV3755
 KV3755|---------------------------------------------------------------------|
 KV3755| PID    Reference Object                     Distance      Geod. Az  |
 KV3755|                                                           dddmmss.s |
 KV3755| CS3787 VALLEY FORGE CORP CENTER TANK                      0242257.3 |
 KV3755| CS3676 BER RM 3                                           10552     |
 KV3755| CS3674 BER RM 1                             13.017 METERS 11535     |
 KV3755| CS3675 BER RM 2                             13.458 METERS 21542     |
 KV3755| KV3756 BER A PHELCO 1974                    27.439 METERS 28533     |
 KV3755| KV3758 PHOENIXVILLE ARCO MICROWAVE         APPROX. 4.1 KM 3301721.3 |
 KV3755| KV3757 ARCO                                APPROX. 4.1 KM 3303300.9 |
 KV3755|---------------------------------------------------------------------|
 KV3755
 KV3755                          SUPERSEDED SURVEY CONTROL
 KV3755
 KV3755  NAD 83(1996)-  40 03 21.55060(N)    075 27 21.27990(W) AD(       ) 2
 KV3755  NAD 83(1991)-  40 03 21.54785(N)    075 27 21.28260(W) AD(       ) 2
 KV3755  ELLIP H (01/27/92)   86.69   (m)                       GP(       ) 4 1
 KV3755  NAD 83(1986)-  40 03 21.54724(N)    075 27 21.28479(W) AD(       ) 2
 KV3755  NAD 83(1986)-  40 03 21.56509(N)    075 27 21.31129(W) AD(       ) 1
 KV3755  NAD 27      -  40 03 21.18007(N)    075 27 22.58544(W) AD(       ) 1
 KV3755  NGVD 29 (07/14/89)  120.20   (m)          394.4    (f) LEVELING    3  
 KV3755
 KV3755.Superseded values are not recommended for survey control.
 KV3755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3755.See file dsdata.txt to determine how the superseded data were derived.
 KV3755
 KV3755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6111534071(NAD 83)
 KV3755_MARKER: DD = SURVEY DISK
 KV3755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV3755_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3755+STABILITY: SURFACE MOTION
 KV3755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3755+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2004
 KV3755
 KV3755  HISTORY     - Date     Condition        Report By
 KV3755  HISTORY     - 1974     MONUMENTED       PHELCO
 KV3755  HISTORY     - 1984     GOOD             USPSQD
 KV3755  HISTORY     - 1984     GOOD             PADT
 KV3755  HISTORY     - 1985     GOOD             PADT
 KV3755  HISTORY     - 19870311 GOOD             GEOHYD
 KV3755  HISTORY     - 19890125 GOOD
 KV3755  HISTORY     - 19961110 GOOD             USPSQD
 KV3755  HISTORY     - 20001118 GOOD             USPSQD
 KV3755  HISTORY     - 20011203 GOOD             NGS
 KV3755  HISTORY     - 20040711 GOOD             GEOCAC
 KV3755
 KV3755                          STATION DESCRIPTION
 KV3755
 KV3755'DESCRIBED BY PHILADELPHIA ELECTRIC COMPANY 1974
 KV3755'THE STATION IS LOCATED ON THE GROUNDS OF HILLSIDE SCHOOL IN
 KV3755'TREDYFFRIN TWP., CHESTER CO., ABOUT 7.2 MI. S.W. OF THE COURTHOUSE
 KV3755'AT NORRISTOWN, AND ABOUT 1 MI. N.W. OF BERWYN.  IT IS ABOUT 25 FEET
 KV3755'N. OF THE PHYSICAL CENTER-LINE OF HOWELLVILLE RD. AT THE TOP OF A
 KV3755'STEEP EMBANKMENT OVERLOOKING THE SCHOOL.  IT IS 8.4 FEET N. OF
 KV3755'THE FACE OF THE N. CURB LINE OF THE ROAD, 63 FEET S.E. OF A
 KV3755'FLASHING SCHOOL SPEED LIMIT SIGN, 53 FEET N. OF P.S.C.G. AND E.
 KV3755'CO. POLE NO.  1010, 23 FEET W. OF A BELL TEL CO. GUY POLE AND 92.14
 KV3755'FEET S.S.E. OF A DRILL HOLE IN A 16 FOOT BY 7 FOOT CONCRETE SLAB.
 KV3755'
 KV3755'THE SURFACE MARK IS A 2-1/2 INCH BRONZE DISK SET IN AN 18 INCH
 KV3755'DIAMETER CONCRETE MONUMENT, FLUSH WITH THE SURFACE OF THE GROUND.
 KV3755'SURFACE AND UNDERGROUND DISKS ARE STAMPED BER P.E. CO. 1974.
 KV3755'
 KV3755'TO REACH THE STATION FROM THE VALLEY FORGE MUSIC FAIR ON RTE. 252 AT
 KV3755'THE DEVON EXIT OF U.S. RTE. 202, PROCEED S.W. ON RTE. 252 APPROX.
 KV3755'1.02 MI. TO CASSATT RD.  TURN LEFT ON CASSATT RD. AND PROCEED S.E.
 KV3755'0.75 MI. TO HOWELLVILLE RD.  TURN RIGHT, PROCEED N.W. ON
 KV3755'HOWELLVILLE RD. 0.15 MI. TO THE SCHOOL AND THE STATION ON THE
 KV3755'RIGHT.
 KV3755'
 KV3755'STATION ARCOLA P.E. CO. 1974 IS VISIBLE FROM THE GROUND FROM LATE
 KV3755'FALL TO EARLY SPRING WHEN FOLIAGE IS MISSING FROM TREES BETWEEN THE
 KV3755'STATIONS.
 KV3755'
 KV3755'NEAREST TOWN--BERWYN.
 KV3755
 KV3755                          STATION RECOVERY (1984)
 KV3755
 KV3755'RECOVERY NOTE BY US POWER SQUADRON 1984 (DAP)
 KV3755'BER P.E. CO. 1974 RECOVERED GOOD.
 KV3755'
 KV3755'RECOVERED AS DESCRIBED.  DESCRIPTION COMPLETE AND ADEQUATE.  15
 KV3755'SEPTEMBER 1984.
 KV3755
 KV3755                          STATION RECOVERY (1984)
 KV3755
 KV3755'RECOVERY NOTE BY PA DEPT OF TRANSP 1984 (BIW)
 KV3755'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KV3755
 KV3755                          STATION RECOVERY (1985)
 KV3755
 KV3755'RECOVERY NOTE BY PA DEPT OF TRANSP 1985 (RBG)
 KV3755'THE STATION WAS RECOVERED AT THIS DATE.
 KV3755'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 KV3755'CONDITION.
 KV3755'THE TO REACH THE STATION IS ADEQUATE.
 KV3755'TWO REFERENCE MARKS AND AN AZIMUTH MARK (RM 3),
 KV3755'WERE ESTABLISHED FOR THIS STATION AND ARE DESCRIBED IN THE
 KV3755'FOLLOWING TEXT.
 KV3755'
 KV3755'REFERENCE MARK NO. 1 IS A STANDARD PADT DISK
 KV3755'STAMPED---BER 1974 NO 1 1985---,
 KV3755'SET INTO THE TOP OF CONCRETE CURBING ON THE NORTHERN SIDE OF
 KV3755'HOWELLVILLE ROAD.  LOCATED
 KV3755'11.19 METERS (36.7 FT) NORTHEAST FROM A POWER POLE NUMBER 1010, AND
 KV3755'7.44 METERS (24.4 FT) SOUTH FROM A GUY POLE.
 KV3755'MARK IS LEVEL WITH THE STATION.
 KV3755'
 KV3755'REFERENCE MARK NO. 2 IS A STANDARD PADT DISK
 KV3755'STAMPED---BER 1974 NO 2 1985---,
 KV3755'SET INTO THE TOP OF CONCRETE CURBING ON THE SOUTHERN SIDE OF
 KV3755'HOWELLVILLE ROAD.  LOCATED
 KV3755'14.30 METERS (36.9 FT) WEST-NORTHWEST FROM A POWER POLE NUMBER
 KV3755'1010, AND
 KV3755'9.21 METERS (30.20 FT) WEST-NORTHWEST FROM THE CENTER OF A DRIVEWAY.
 KV3755'MARK IS LEVEL WITH THE STATION.
 KV3755'
 KV3755'REFERENCE MARK NO. 3 IS A STANDARD PADT DISK
 KV3755'STAMPED---BER 1974 NO 3 1985---,
 KV3755'SET INTO THE TOP OF CONCRETE CURB ON THE SOUTHERN SIDE OF
 KV3755'HOWELLVILLE ROAD, 30.5 METERS (100 FT) WEST OF THE INTERSECTION OF
 KV3755'HOWELLVILLE ROAD AND CASSATT ROAD.
 KV3755'5.73 METERS (18.8 FT) EAST FROM A POWER POLE NUMBER 19189.
 KV3755'
 KV3755'TO REACH REFERENCE MARK NO. 3, THE AZIMUTH MARK, FROM THE STATION ,
 KV3755'GO EAST 0.3 KM (0.2 MI) ON HOWELLVILLE ROAD TO CASSATT ROAD AND THE
 KV3755'MARK ON THE RIGHT.  THE MARK IS LOCATED ON THE SOUTH SIDE OF
 KV3755'HOWELLVILLE ROAD ON SOUTHWEST CORNER OF THE INTERSECTION WITH
 KV3755'CASSATT ROAD, AND APPROXIMATELY 30.5 METERS (100 FT) WEST OF
 KV3755'CASSATT ROAD.
 KV3755'
 KV3755'DESCRIBED BY R.B. GROSSER.
 KV3755
 KV3755                          STATION RECOVERY (1987)
 KV3755
 KV3755'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1987
 KV3755'RECOVERED IN GOOD CONDITION.
 KV3755
 KV3755                          STATION RECOVERY (1989)
 KV3755
 KV3755'RECOVERED 1989
 KV3755'RECOVERED IN GOOD CONDITION.
 KV3755
 KV3755                          STATION RECOVERY (1996)
 KV3755
 KV3755'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV3755'RECOVERED IN GOOD CONDITION.
 KV3755
 KV3755                          STATION RECOVERY (2000)
 KV3755
 KV3755'RECOVERY NOTE BY US POWER SQUADRON 2000 (WCC)
 KV3755'REFERENCE MARK NO. 2 IS LOCATED 47 FEET WEST NORTHWEST FROM POWER POLE
 KV3755'1010, NOT 36 FEET AS LISTED IN PREVIOUS DESCRIPTION.
 KV3755
 KV3755                          STATION RECOVERY (2001)
 KV3755
 KV3755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV3755'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV3755
 KV3755                          STATION RECOVERY (2004)
 KV3755
 KV3755'RECOVERY NOTE BY GEOCACHING 2004 (CJB)
 KV3755'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2294 ***********************************************************************
 MA2294  DESIGNATION -  BERK
 MA2294  PID         -  MA2294
 MA2294  STATE/COUNTY-  PA/JEFFERSON
 MA2294  USGS QUAD   -  HAZEN (1994)
 MA2294
 MA2294                         *CURRENT SURVEY CONTROL
 MA2294  ___________________________________________________________________
 MA2294* NAD 83(1992)-  41 08 26.86226(N)    078 58 07.84861(W)     ADJUSTED  
 MA2294* NAVD 88     -       497.     (meters)    1631.     (feet)  SCALED    
 MA2294  ___________________________________________________________________
 MA2294  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 MA2294  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 MA2294
 MA2294  HORZ ORDER  -  SECOND
 MA2294
 MA2294.The horizontal coordinates were established by classical geodetic methods
 MA2294.and adjusted by the National Geodetic Survey in June 2002..
 MA2294
 MA2294.The orthometric height was scaled from a topographic map.
 MA2294
 MA2294.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2294
 MA2294.The geoid height was determined by GEOID03.
 MA2294
 MA2294;                    North         East     Units Scale Factor Converg.
 MA2294;SPC PA N     -   108,900.405   497,677.233   MT  0.99996843   -0 48 22.7
 MA2294;SPC PA N     -   357,284.08  1,632,796.06   sFT  0.99996843   -0 48 22.7
 MA2294;UTM  17      - 4,556,375.169   670,463.934   MT  0.99995764   +1 20 11.9
 MA2294
 MA2294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2294!SPC PA N     -   0.99992715  x   0.99996843  =   0.99989558
 MA2294!UTM  17      -   0.99992715  x   0.99995764  =   0.99988479
 MA2294
 MA2294|---------------------------------------------------------------------|
 MA2294| PID    Reference Object                     Distance      Geod. Az  |
 MA2294|                                                           dddmmss.s |
 MA2294| CK6632 BERK RM 1                            10.427 METERS 09359     |
 MA2294| MA0577 BERK AZIMUTH                        APPROX. 1.4 KM 2241722.9 |
 MA2294| CK6633 BERK RM 2                            17.688 METERS 25701     |
 MA2294|---------------------------------------------------------------------|
 MA2294
 MA2294                          SUPERSEDED SURVEY CONTROL
 MA2294
 MA2294  NAD 83(1986)-  41 08 26.86343(N)    078 58 07.85168(W) AD(       ) 2
 MA2294  NAD 27      -  41 08 26.63075(N)    078 58 08.72464(W) AD(       ) 2
 MA2294
 MA2294.Superseded values are not recommended for survey control.
 MA2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2294.See file dsdata.txt to determine how the superseded data were derived.
 MA2294
 MA2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF7046456375(NAD 83)
 MA2294_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2294
 MA2294  HISTORY     - Date     Condition        Report By
 MA2294  HISTORY     - 1958     MONUMENTED       CGS
 MA2294  HISTORY     - 1959     SEE DESCRIPTION  CGS
 MA2294  HISTORY     - 1964     SEE DESCRIPTION  CGS
 MA2294
 MA2294                          STATION DESCRIPTION
 MA2294
 MA2294'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 MA2294'STATION IS LOCATED ON A HIGH RISE, IN AN OPEN FIELD, AT THE SOUTH
 MA2294'EDGE OF A CULTIVATED FIELD, ON LAND OWNED BY MR. J.A.  BERKHOUSE.  IT
 MA2294'IS ABOUT 6 MILES EAST OF BROOKVILLE, 1 MILE NORTH OF MORICKVILLE.
 MA2294'
 MA2294'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 322 AND STATE HIGHWAY 28,
 MA2294'ABOUT 1 MILE EAST OF THE CENTER OF BROOKVILLE, BY GOING EASTERLY,
 MA2294'ON HIGHWAY 322 FOR 3.0 MILES, KEYSTONE GENERAL STORE AND SERVICE
 MA2294'STATION, ON THE RIGHT AND SIDE ROAD LEFT, (TURN LEFT AND GO
 MA2294'NORTHERLY, ON A GRAVELED ROAD FOR 0.15 MILE, TURN RIGHT AND FOLLOW A
 MA2294'ROCKY ROAD, EASTERLY FOR ABOUT 170 FEET, AZIMUTH MARK ON THE
 MA2294'RIGHT) CONTINUE EASTERLY, ON HIGHWAY 322 FOR 0.35 MILE, TURN LEFT AND
 MA2294'GO NORTHERLY, ON THE MAIN TRAVELED ROAD FOR 1.1 MILE, TURN LEFT AND
 MA2294'FOLLOW A TRACK ROAD, WESTERLY FOR 0.15 MILE, POWERLINE POLE AND
 MA2294'STATION.
 MA2294'
 MA2294'STATION MARK IS A STANDARD DISK, STAMPED BERK 1958, SET IN THE TOP OF
 MA2294'A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 5
 MA2294'FEET NORTH OF A POWERLINE POLE, 21 FEET SOUTH OF THE SOUTH EDGE OF A
 MA2294'CULTIVATED FIELD.
 MA2294'
 MA2294'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BERK NO 1 1958, SET IN
 MA2294'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.
 MA2294'IT IS 34 FEET EAST OF THE POWERLINE POLE, 39 FEET SOUTH OF THE SOUTH
 MA2294'EDGE OF THE CULTIVATED FIELD.
 MA2294'
 MA2294'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BERK NO 2 1958, SET IN
 MA2294'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.
 MA2294'IT IS 57 FEET WEST OF THE POWERLINE POLE, 12 FEET SOUTH OF THE SOUTH
 MA2294'EDGE OF THE CULTIVATED FIELD.
 MA2294'
 MA2294'AZIMUTH MARK IS A STANDARD DISK, STAMPED BERK 1958, SET IN THE TOP OF
 MA2294'A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS
 MA2294'1 FOOT EAST OF A POWERLINE POLE, 17 FEET SOUTH OF A GRAVELED ROAD,
 MA2294'168 FEET EAST OF A GRAVELED ROAD, 76 FEET EAST OF THE NORTHEAST
 MA2294'CORNER OF A LARGE CHURCH BUILDING.  A 4 X 4 WHITE WITNESS POST WAS
 MA2294'SET 1-1/2 FEET NORTHWEST OF THE MARK.
 MA2294
 MA2294                          STATION RECOVERY (1959)
 MA2294
 MA2294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CGS)
 MA2294'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 MA2294'CONDITION.  THE DESCRIPTION OF HOW TO REACH THE STATION IS
 MA2294'ADEQUATE.  A SHORTER DISTANCE WAS NOTED IN THE MEASUREMENTS TO THE
 MA2294'REFERENCE MARKS.  A THOROUGH CHECK WAS MADE AND THE NEW
 MA2294'MEASUREMENTS ARE BELIEVED TO BE CORRECT.
 MA2294
 MA2294                          STATION RECOVERY (1964)
 MA2294
 MA2294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EP)
 MA2294'STATION RECOVERED IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION IS
 MA2294'ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0577 ***********************************************************************
 MA0577  DESIGNATION -  BERK AZIMUTH
 MA0577  PID         -  MA0577
 MA0577  STATE/COUNTY-  PA/JEFFERSON
 MA0577  USGS QUAD   -  HAZEN (1994)
 MA0577
 MA0577                         *CURRENT SURVEY CONTROL
 MA0577  ___________________________________________________________________
 MA0577* NAD 83(1992)-  41 07 54.83182(N)    078 58 49.17241(W)     ADJUSTED  
 MA0577* NAVD 88     -       508.063  (meters)    1666.87   (feet)  ADJUSTED  
 MA0577  ___________________________________________________________________
 MA0577  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 MA0577  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 MA0577  DYNAMIC HT  -         507.817 (meters)    1666.06  (feet)  COMP
 MA0577  MODELED GRAV-     980,122.7   (mgal)                       NAVD 88
 MA0577
 MA0577  HORZ ORDER  -  SECOND
 MA0577  VERT ORDER  -  SECOND    CLASS 0
 MA0577
 MA0577.The horizontal coordinates were established by classical geodetic methods
 MA0577.and adjusted by the National Geodetic Survey in June 2002..
 MA0577
 MA0577.The orthometric height was determined by differential leveling
 MA0577.and adjusted by the National Geodetic Survey in June 1991..
 MA0577
 MA0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA0577
 MA0577.The geoid height was determined by GEOID03.
 MA0577
 MA0577.The dynamic height is computed by dividing the NAVD 88
 MA0577.geopotential number by the normal gravity value computed on the
 MA0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0577.degrees latitude (g = 980.6199 gals.).
 MA0577
 MA0577.The modeled gravity was interpolated from observed gravity values.
 MA0577
 MA0577;                    North         East     Units Scale Factor Converg.
 MA0577;SPC PA N     -   107,926.052   496,699.608   MT  0.99996919   -0 48 50.1
 MA0577;SPC PA N     -   354,087.39  1,629,588.63   sFT  0.99996919   -0 48 50.1
 MA0577;UTM  17      - 4,555,364.957   669,523.438   MT  0.99995370   +1 19 43.8
 MA0577
 MA0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA0577!SPC PA N     -   0.99992540  x   0.99996919  =   0.99989459
 MA0577!UTM  17      -   0.99992540  x   0.99995370  =   0.99987910
 MA0577
 MA0577                          SUPERSEDED SURVEY CONTROL
 MA0577
 MA0577  NAD 83(1986)-  41 07 54.83287(N)    078 58 49.17567(W) AD(       ) 2
 MA0577  NAD 27      -  41 07 54.59910(N)    078 58 50.04760(W) AD(       ) 2
 MA0577  NGVD 29 (??/??/92)  508.201  (m)         1667.32   (f) ADJ UNCH    2 0
 MA0577
 MA0577.Superseded values are not recommended for survey control.
 MA0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0577.See file dsdata.txt to determine how the superseded data were derived.
 MA0577
 MA0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF6952355365(NAD 83)
 MA0577_MARKER: DZ = AZIMUTH MARK DISK
 MA0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0577_STAMPING: BERK 1958
 MA0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0577+STABILITY: SURFACE MOTION
 MA0577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0577+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2004
 MA0577
 MA0577  HISTORY     - Date     Condition        Report By
 MA0577  HISTORY     - 1958     MONUMENTED       CGS
 MA0577  HISTORY     - 1958     GOOD             CGS
 MA0577  HISTORY     - 1959     GOOD             NGS
 MA0577  HISTORY     - 20040310 GOOD             PADT
 MA0577
 MA0577                          STATION DESCRIPTION
 MA0577
 MA0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA0577'SEE STATION BERK
 MA0577
 MA0577                          STATION RECOVERY (1958)
 MA0577
 MA0577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 MA0577'AT EMERICKVILLE.
 MA0577'ABOUT 0.15 MILE NORTH OF THE HIGHWAY, 1.0 FOOT EAST OF POWER LINE
 MA0577'POLE, 17.0 FEET SOUTH OF GRAVELED ROAD, 168.0 FEET EAST OF A
 MA0577'GRAVELED ROAD AND 76 FEET EAST OF NORTHEAST CORNER OF A CHURCH.
 MA0577'THE TRIANGULATION STATION BERK AZIMUTH MARK, A DISK IN TOP OF
 MA0577'A 12-INCH CONCRETE POST SET FLUSH WITH THE GROUND.
 MA0577
 MA0577                          STATION RECOVERY (1959)
 MA0577
 MA0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 MA0577'RECOVERED IN GOOD CONDITION.
 MA0577
 MA0577                          STATION RECOVERY (2004)
 MA0577
 MA0577'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (WBL)
 MA0577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2198 ***********************************************************************
 KX2198  DESIGNATION -  BERKHART
 KX2198  PID         -  KX2198
 KX2198  STATE/COUNTY-  PA/BLAIR
 KX2198  USGS QUAD   -  ALTOONA (1993)
 KX2198
 KX2198                         *CURRENT SURVEY CONTROL
 KX2198  ___________________________________________________________________
 KX2198* NAD 83(1992)-  40 31 42.89801(N)    078 25 23.88976(W)     ADJUSTED  
 KX2198* NAVD 88     -       576.     (meters)    1890.     (feet)  SCALED    
 KX2198  ___________________________________________________________________
 KX2198  LAPLACE CORR-          -6.59  (seconds)                    DEFLEC99
 KX2198  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KX2198
 KX2198  HORZ ORDER  -  SECOND
 KX2198
 KX2198.The horizontal coordinates were established by classical geodetic methods
 KX2198.and adjusted by the National Geodetic Survey in June 2002..
 KX2198
 KX2198.The orthometric height was scaled from a topographic map.
 KX2198
 KX2198.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2198
 KX2198.The geoid height was determined by GEOID03.
 KX2198
 KX2198;                    North         East     Units Scale Factor Converg.
 KX2198;SPC PA S     -   132,932.406   542,952.676   MT  0.99996042   -0 26 12.6
 KX2198;SPC PA S     -   436,129.07  1,781,337.24   sFT  0.99996042   -0 26 12.6
 KX2198;UTM  17      - 4,489,617.688   718,252.388   MT  1.00018637   +1 40 30.2
 KX2198
 KX2198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2198!SPC PA S     -   0.99991482  x   0.99996042  =   0.99987524
 KX2198!UTM  17      -   0.99991482  x   1.00018637  =   1.00010117
 KX2198
 KX2198|---------------------------------------------------------------------|
 KX2198| PID    Reference Object                     Distance      Geod. Az  |
 KX2198|                                                           dddmmss.s |
 KX2198| CK6635 BERKHART RM 1                         3.258 METERS 02055     |
 KX2198| CK6634 BERKHART AZ MK                                     1312723.9 |
 KX2198| CK6636 BERKHART RM 2                         3.020 METERS 25637     |
 KX2198|---------------------------------------------------------------------|
 KX2198
 KX2198                          SUPERSEDED SURVEY CONTROL
 KX2198
 KX2198  NAD 83(1986)-  40 31 42.90478(N)    078 25 23.89967(W) AD(       ) 2
 KX2198  NAD 27      -  40 31 42.65500(N)    078 25 24.85000(W) AD(       ) 2
 KX2198
 KX2198.Superseded values are not recommended for survey control.
 KX2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2198.See file dsdata.txt to determine how the superseded data were derived.
 KX2198
 KX2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE1825289618(NAD 83)
 KX2198_MARKER: DS = TRIANGULATION STATION DISK
 KX2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2198
 KX2198  HISTORY     - Date     Condition        Report By
 KX2198  HISTORY     - 1941     MONUMENTED       CGS
 KX2198
 KX2198                          STATION DESCRIPTION
 KX2198
 KX2198'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2198'THE STATION IS ON A LOW, TIMBER-COVERED RIDGE, ABOUT 1.5 MILES NW OF
 KX2198'ALTOONA, ON THE PROPERTY OF H.L. BERKHART.  IT IS IN A CLEARED SPOT
 KX2198'ON THE HIGHEST POINT OF THE RIDGE.  MARK IS STAMPED BERKHART 1941 AND
 KX2198'PROJECTS ABOUT 4 INCHES.
 KX2198'
 KX2198'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 KX2198'SET IN CONCRETE.
 KX2198'
 KX2198'REFERENCE MARK NO. 1 IS STAMPED BERKHART NO. 1 1941 AND PROJECTS
 KX2198'ABOUT 4 INCHES.
 KX2198'
 KX2198'REFERENCE MARK NO. 2 IS STAMPED BERKHART NO. 2 1941 AND PROJECTS
 KX2198'ABOUT 4 INCHES.
 KX2198'
 KX2198'THE AZIMUTH MARK IS 20 FEET E OF THE CENTER LINE OF THE STREET, 0.5
 KX2198'BLOCK S OF 24TH AVENUE, SET FLUSH IN THE N CURBING OF A DRIVEWAY.
 KX2198'IT IS STAMPED BERKHART 1941.
 KX2198'
 KX2198'TO REACH FROM THE INTERSECTION OF 24TH AVENUE AND 13TH STREET, GO W
 KX2198'ON 24TH AVENUE FOR ONE BLOCK, THEN TURN LEFT AND GO 1/2 BLOCK TO THE
 KX2198'AZIMUTH MARK ON THE LEFT.
 KX2198'
 KX2198'TO REACH THE STATION FROM THE INTERSECTION OF 13TH STREET AND 13TH
 KX2198'AVENUE IN ALTOONA, GO W ON 13TH STREET FOR 0.7 MILE TO THE END OF
 KX2198'THE PAVEMENT, THEN CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO THE POINT
 KX2198'WHERE THE ROAD BEARS LEFT AROUND THE RIDGE AT SIGN ONE OF FINEST
 KX2198'VIEWS IN CITY, HERE BEAR LEFT AROUND THE RIDGE FOR 0.2 MILE TO A
 KX2198'FORKS, TAKE LEFT FORK AND GO 0.3 MILE TO ANOTHER FORKS, BEAR LEFT
 KX2198'AGAIN AND CONTINUE FOR 0.15 MILE TO ANOTHER FORKS, TAKE THE LEFT FORK
 KX2198'AND CONTINUE UP THE RIDGE FOR 0.2 MILE TO THE HIGHEST POINT AND
 KX2198'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0517 ***********************************************************************
 KW0517  DESIGNATION -  BERKS
 KW0517  PID         -  KW0517
 KW0517  STATE/COUNTY-  PA/BERKS
 KW0517  USGS QUAD   -  BETHEL (1992)
 KW0517
 KW0517                         *CURRENT SURVEY CONTROL
 KW0517  ___________________________________________________________________
 KW0517* NAD 83(1992)-  40 28 37.36084(N)    076 17 26.66036(W)     ADJUSTED  
 KW0517* NAVD 88     -       172.942  (meters)     567.39   (feet)  ADJUSTED  
 KW0517  ___________________________________________________________________
 KW0517  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 KW0517  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 KW0517  DYNAMIC HT  -         172.853 (meters)     567.10  (feet)  COMP
 KW0517  MODELED GRAV-     980,108.0   (mgal)                       NAVD 88
 KW0517
 KW0517  HORZ ORDER  -  SECOND
 KW0517  VERT ORDER  -  SECOND    CLASS 0
 KW0517
 KW0517.The horizontal coordinates were established by classical geodetic methods
 KW0517.and adjusted by the National Geodetic Survey in June 2002..
 KW0517
 KW0517.The orthometric height was determined by differential leveling
 KW0517.and adjusted by the National Geodetic Survey in June 1991..
 KW0517
 KW0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW0517
 KW0517.The geoid height was determined by GEOID03.
 KW0517
 KW0517.The dynamic height is computed by dividing the NAVD 88
 KW0517.geopotential number by the normal gravity value computed on the
 KW0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0517.degrees latitude (g = 980.6199 gals.).
 KW0517
 KW0517.The modeled gravity was interpolated from observed gravity values.
 KW0517
 KW0517;                    North         East     Units Scale Factor Converg.
 KW0517;SPC PA S     -   128,014.433   723,729.816   MT  0.99995961   +0 56 48.3
 KW0517;SPC PA S     -   419,994.02  2,374,436.90   sFT  0.99995961   +0 56 48.3
 KW0517;UTM  18      - 4,481,506.747   390,591.962   MT  0.99974734   -0 50 16.6
 KW0517
 KW0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW0517!SPC PA S     -   0.99997829  x   0.99995961  =   0.99993790
 KW0517!UTM  18      -   0.99997829  x   0.99974734  =   0.99972563
 KW0517
 KW0517|---------------------------------------------------------------------|
 KW0517| PID    Reference Object                     Distance      Geod. Az  |
 KW0517|                                                           dddmmss.s |
 KW0517| KW0518 BERKS RM 1                           23.478 METERS 03009     |
 KW0517| KW3043 BETHEL 2                            APPROX. 2.9 KM 0863431.1 |
 KW0517| KW0514 BERKS AZ MK                                        2633619.2 |
 KW0517| KW0516 BERKS RM 2                           26.410 METERS 28930     |
 KW0517|---------------------------------------------------------------------|
 KW0517
 KW0517                          SUPERSEDED SURVEY CONTROL
 KW0517
 KW0517  NAD 83(1986)-  40 28 37.35374(N)    076 17 26.66506(W) AD(       ) 2
 KW0517  NAD 27      -  40 28 37.02260(N)    076 17 27.83360(W) AD(       ) 2
 KW0517  NGVD 29 (??/??/??)  173.146  (m)          568.06   (f) ADJUSTED    2 0
 KW0517
 KW0517.Superseded values are not recommended for survey control.
 KW0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0517.See file dsdata.txt to determine how the superseded data were derived.
 KW0517
 KW0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK9059281507(NAD 83)
 KW0517_MARKER: DS = TRIANGULATION STATION DISK
 KW0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0517_STAMPING: BERKS 1960
 KW0517_MARK LOGO: CGS   
 KW0517_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0517+STABILITY: SURFACE MOTION
 KW0517_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0517+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2002
 KW0517
 KW0517  HISTORY     - Date     Condition        Report By
 KW0517  HISTORY     - 1960     MONUMENTED       CGS
 KW0517  HISTORY     - 1960     GOOD             CGS
 KW0517  HISTORY     - 20000301 GOOD             PADT
 KW0517  HISTORY     - 20010108 GOOD             PADT
 KW0517  HISTORY     - 20021130 GOOD             USPSQD
 KW0517
 KW0517                          STATION DESCRIPTION
 KW0517
 KW0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW0517'THE STATION IS LOCATED IN THE NORTH EDGE OF THE SMALL VILLAGE OF
 KW0517'BETHEL, AT THE NORTHEAST CORNER OF THE UNION FIRE COMPANY
 KW0517'ATHLETIC FIELD 6 MILES WEST OF STRAUSSTOWN, 7 MILES EAST-NORTHEAST OF
 KW0517'FREDERICKSBURG, 2 MILES NORTHWEST OF REHRERSBURG ALONG THE
 KW0517'SOUTH SIDE OF U.S. HIGHWAY 22 ON PROPERTY OWNED BY THE BETHEL, UNION
 KW0517'FIRE COMPANY.
 KW0517'
 KW0517'TO REACH THE STATION FROM THE MAIN CROSSROADS IN BETHEL, GO NORTH ON
 KW0517'THE MAIN STREET FOR 0.15 MILE TO THE END OF THE STREET AND
 KW0517'AZIMUTH MARK LOCATED IN THE NORTHEAST END OF THE OVERPASS ABUTMENT,
 KW0517'OVER U.S. HIGHWAY 22.  TURN RIGHT AND GO EAST ON GRAVELED
 KW0517'ROAD FOR 0.1 MILE TO THE STATION AND A STANDARD METAL WITNESS POST ON
 KW0517'RIGHT AS DESCRIBED.
 KW0517'
 KW0517'THE STATION MARK, A STANDARD DISK STAMPED BERKS 1960, CEMENTED IN TOP
 KW0517'OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 KW0517'SURFACE.  IT IS 101.0 FEET SOUTHEAST OF THE CENTER LINE OF THE EAST
 KW0517'LANE OF U.S. HIGHWAY 22, 33.0 FEET SOUTH-SOUTHEAST OF THE
 KW0517'CENTER LINE OF A GRAVELED ROAD, 26.5 FEET EAST-NORTHEAST OF A TWIN
 KW0517'TRUNK MAPLE TREE AND 2.5 FEET NORTHEAST OF A STANDARD METAL
 KW0517'WITNESS POST AND MARKER.
 KW0517'
 KW0517'REFERENCE MARK 1, A STANDARD DISK STAMPED BERKS NO 1 1960, CEMENTED
 KW0517'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 KW0517'INCHES ABOVE THE GROUND SURFACE.  IT IS 98.0 FEET NORTHEAST OF THE
 KW0517'TWIN TRUNK MAPLE TREE, 79.0 FEET NORTHEAST OF THE STANDARD
 KW0517'METAL WITNESS POST, 46.6 FEET SOUTH OF THE CENTER LINE OF THE EAST
 KW0517'LANE OF U.S.  HIGHWAY 22, 22.0 FEET NORTH OF THE CENTER
 KW0517'LINE OF THE GRAVELED ROAD AND APPROXIMATELY 1 FOOT LOWER IN ELEVATION
 KW0517'THAN THE STATION MARK.
 KW0517'
 KW0517'REFERENCE MARK 2, A STANDARD DISK STAMPED BERKS NO 2 1960, CEMENTED
 KW0517'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 KW0517'INCHES ABOVE THE GROUND SURFACE.  IT IS 85.0 FEET NORTHWEST OF THE
 KW0517'STANDARD METAL WITNESS POST, 67.0 FEET NORTHWEST OF THE TWIN
 KW0517'TRUNK MAPLE TREE, 51.0 FEET SOUTH OF THE CENTER LINE OF THE EAST LANE
 KW0517'OF U.S.  HIGHWAY 22, 1960 FEET NORTH OF THE CENTER
 KW0517'LINE OF THE GRAVELED ROAD AND APPROXIMATELY 1 FOOT LOWER IN ELEVATION
 KW0517'THAN THE STATION MARK.
 KW0517'
 KW0517'AZIMUTH MARK, A STANDARD DISK STAMPED BERKS 1960, CEMENTED IN A DRILL
 KW0517'HOLE IN THE NORTHEAST END OF AN OVERPASS ABUTMENT
 KW0517'OVER U.S. HIGHWAY 22.  IT IS 6 INCHES SOUTH OF THE NORTHEAST END OF
 KW0517'THE BRIDGE ABUTMENT AND 20.0 FEET EAST OF THE CENTER LINE
 KW0517'OF STATE HIGHWAY 501.
 KW0517'
 KW0517'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 KW0517
 KW0517                          STATION RECOVERY (1960)
 KW0517
 KW0517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KW0517'0.1 MI E FROM BETHEL.
 KW0517'ABOUT 0.1 MILE EAST ALONG A CONNECTING ROAD FROM THE SOUTH END
 KW0517'OF THE STATE HIGHWAY 501 BRIDGE OVER U.S. HIGHWAY 22 AT BETHEL,
 KW0517'101 FEET SOUTH OF THE CENTER LINE OF THE EAST BOUND LANE OF U.S.
 KW0517'HIGHWAY 22, 33 FEET SOUTH OF THE CENTER LINE OF A GRAVEL ROAD,
 KW0517'26 FEET NORTHEAST OF A TWIN TRUNK MAPLE TREE, 2.5 FEET
 KW0517'NORTHEAST OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE
 KW0517'POST FLUSH WITH THE GROUND.
 KW0517
 KW0517                          STATION RECOVERY (2000)
 KW0517
 KW0517'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 KW0517'RECOVERED AS DESCRIBED.  RM 1 AND RM 2 ALSO RECOVERED.
 KW0517
 KW0517                          STATION RECOVERY (2001)
 KW0517
 KW0517'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (SQ)
 KW0517'REF MARKS AND AZ MARK WERE LOCATED IN GOOD CONDITION.
 KW0517
 KW0517                          STATION RECOVERY (2002)
 KW0517
 KW0517'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW0517'REMOVED 3 IN OF TURF TO EXPOSE.  2 FT NE OF A TREE WITH A CLUSTER OF 7
 KW0517'SLIM TRUNKS.  32 FT S OF PAVED RD CL. 18.25 FT SSW OF A 3 FT TALL,
 KW0517'GREY, METAL UTILITY POST WITH 'DO NOT DIG' WARNING SIGN.  TWIN TRUNK
 KW0517'TREE NOW A SINGLE TRUNK TREE WITH HIGH BRANCH NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0514 ***********************************************************************
 KW0514  DESIGNATION -  BERKS AZ MK
 KW0514  PID         -  KW0514
 KW0514  STATE/COUNTY-  PA/BERKS
 KW0514  USGS QUAD   -  BETHEL (1992)
 KW0514
 KW0514                         *CURRENT SURVEY CONTROL
 KW0514  ___________________________________________________________________
 KW0514* NAD 83(1986)-  40 28 34.     (N)    076 17 42.     (W)     SCALED    
 KW0514* NAVD 88     -       171.724  (meters)     563.40   (feet)  ADJUSTED  
 KW0514  ___________________________________________________________________
 KW0514  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 KW0514  DYNAMIC HT  -         171.635 (meters)     563.11  (feet)  COMP
 KW0514  MODELED GRAV-     980,108.2   (mgal)                       NAVD 88
 KW0514
 KW0514  VERT ORDER  -  SECOND    CLASS 0
 KW0514
 KW0514.The horizontal coordinates were scaled from a topographic map and have
 KW0514.an estimated accuracy of +/- 6 seconds.
 KW0514
 KW0514.The orthometric height was determined by differential leveling
 KW0514.and adjusted by the National Geodetic Survey in June 1991..
 KW0514
 KW0514.The geoid height was determined by GEOID03.
 KW0514
 KW0514.The dynamic height is computed by dividing the NAVD 88
 KW0514.geopotential number by the normal gravity value computed on the
 KW0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0514.degrees latitude (g = 980.6199 gals.).
 KW0514
 KW0514.The modeled gravity was interpolated from observed gravity values.
 KW0514
 KW0514;                    North         East    Units  Estimated Accuracy
 KW0514;SPC PA S     -   127,910.      723,370.      MT  (+/- 180 meters Scaled)
 KW0514
 KW0514                          SUPERSEDED SURVEY CONTROL
 KW0514
 KW0514  NGVD 29 (??/??/??)  171.928  (m)          564.07   (f) ADJUSTED    2 0
 KW0514
 KW0514.Superseded values are not recommended for survey control.
 KW0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0514.See file dsdata.txt to determine how the superseded data were derived.
 KW0514
 KW0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK902814(NAD 83)
 KW0514_MARKER: DZ = AZIMUTH MARK DISK
 KW0514_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0514_SP_SET: OVERPASS ABUTMENT
 KW0514_STAMPING: BERKS 1960
 KW0514_MARK LOGO: CGS   
 KW0514_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW0514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW0514+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2002
 KW0514
 KW0514  HISTORY     - Date     Condition        Report By
 KW0514  HISTORY     - 1960     MONUMENTED       CGS
 KW0514  HISTORY     - 19941119 MARK NOT FOUND   USPSQD
 KW0514  HISTORY     - 20000101 GOOD             PADT
 KW0514  HISTORY     - 20021219 GOOD             USPSQD
 KW0514  HISTORY     - 20050220 GOOD             GEOCAC
 KW0514
 KW0514                          STATION DESCRIPTION
 KW0514
 KW0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0514'AT BETHEL.
 KW0514'AT BETHEL, AT THE BETHEL INTERCHANGE FORMED BY U.S. HIGHWAY 22
 KW0514'AND STATE HIGHWAY 501, SET ON TOP OF THE EAST END OF THE SOUTH
 KW0514'CONCRETE ABUTMENT OF THE STATE HIGHWAY 501 BRIDGE OVER U.S. HIGHWAY
 KW0514'22, 20 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 501 AND
 KW0514'ABOUT LEVEL WITH THE BRIDGE FLOOR.
 KW0514
 KW0514                          STATION RECOVERY (1994)
 KW0514
 KW0514'RECOVERY NOTE BY US POWER SQUADRON 1994
 KW0514'MARK NOT FOUND.
 KW0514
 KW0514                          STATION RECOVERY (2000)
 KW0514
 KW0514'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 KW0514'A STANDARD DISK STAMPED BERKS 1960, CEMENTED IN A DRILL HOLE IN THE
 KW0514'NORTHEAST END OF AN OVERPASS ABUTMENT OVER US HIGHWAY 22.  IT IS 6
 KW0514'INCHES SOUTH OF THE NORTHEAST END OF THE BRIDGE ABUTMENT AND 20.0 FT
 KW0514'(6.1 M) EAST OF THE CENTER LINE OF STATE HIGHWAY 501.  THIS WAS
 KW0514'REPORTED NOT FOUND IN 1994.
 KW0514
 KW0514                          STATION RECOVERY (2002)
 KW0514
 KW0514'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW0514'RECOVERED IN GOOD CONDITION.
 KW0514
 KW0514                          STATION RECOVERY (2005)
 KW0514
 KW0514'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0514'MARK IS 2 FEET ABOVE ROAD SURFACE. THERE IS A PADH DISK ON THE
 KW0514'SOUTHEAST END OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3721 ***********************************************************************
 KV3721  DESIGNATION -  BERKS PHELCO
 KV3721  PID         -  KV3721
 KV3721  STATE/COUNTY-  PA/MONTGOMERY
 KV3721  USGS QUAD   -  LANSDALE (1983)
 KV3721
 KV3721                         *CURRENT SURVEY CONTROL
 KV3721  ___________________________________________________________________
 KV3721* NAD 83(1992)-  40 10 56.00691(N)    075 19 53.70542(W)     ADJUSTED  
 KV3721* NAVD 88     -       143.9    (meters)     472.     (feet)  VERTCON   
 KV3721  ___________________________________________________________________
 KV3721  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 KV3721  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KV3721
 KV3721  HORZ ORDER  -  SECOND
 KV3721
 KV3721.The horizontal coordinates were established by classical geodetic methods
 KV3721.and adjusted by the National Geodetic Survey in June 2002..
 KV3721
 KV3721.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV3721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV3721
 KV3721.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3721
 KV3721.The geoid height was determined by GEOID03.
 KV3721
 KV3721;                    North         East     Units Scale Factor Converg.
 KV3721;SPC PA S     -    97,076.174   805,935.956   MT  0.99997042   +1 34 08.6
 KV3721;SPC PA S     -   318,490.75  2,644,141.55   sFT  0.99997042   +1 34 08.6
 KV3721;UTM  18      - 4,448,035.339   471,771.372   MT  0.99960981   -0 12 50.2
 KV3721
 KV3721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3721!SPC PA S     -   0.99998274  x   0.99997042  =   0.99995316
 KV3721!UTM  18      -   0.99998274  x   0.99960981  =   0.99959256
 KV3721
 KV3721|---------------------------------------------------------------------|
 KV3721| PID    Reference Object                     Distance      Geod. Az  |
 KV3721|                                                           dddmmss.s |
 KV3721| CS3438 BERKS RM 1 1976                      14.403 METERS 07747     |
 KV3721| KV3722 BERKS A PHELCO 1974                  27.449 METERS 28848     |
 KV3721| KV3762 GRATERFORD PENITENTIARY TANK        APPROX.10.1 KM 3025742.0 |
 KV3721| CB2748 BERKS PHELCO RM 1                    14.483 METERS 32828     |
 KV3721| KV3790 MAINLAND RM 3                       APPROX. 8.8 KM 3334824.7 |
 KV3721|---------------------------------------------------------------------|
 KV3721
 KV3721                          SUPERSEDED SURVEY CONTROL
 KV3721
 KV3721  NAD 83(1996)-  40 10 56.00592(N)    075 19 53.70473(W) AD(       ) 2
 KV3721  NAD 83(1991)-  40 10 56.00256(N)    075 19 53.70821(W) AD(       ) 2
 KV3721  NAD 83(1986)-  40 10 56.00241(N)    075 19 53.70839(W) AD(       ) 2
 KV3721  NAD 27      -  40 10 55.62023(N)    075 19 55.09546(W) AD(       ) 2
 KV3721  NGVD 29 (07/19/86)  144.2    (m)          473.     (f) VERT ANG       
 KV3721
 KV3721.Superseded values are not recommended for survey control.
 KV3721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3721.See file dsdata.txt to determine how the superseded data were derived.
 KV3721
 KV3721_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7177148035(NAD 83)
 KV3721_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV3721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV3721_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3721+STABILITY: SURFACE MOTION
 KV3721
 KV3721  HISTORY     - Date     Condition        Report By
 KV3721  HISTORY     - 1974     MONUMENTED       PHELCO
 KV3721  HISTORY     - 1984     GOOD             PADT
 KV3721  HISTORY     - 20010331 GOOD             NGS
 KV3721  HISTORY     - 20011203 GOOD             NGS
 KV3721
 KV3721                          STATION DESCRIPTION
 KV3721
 KV3721'DESCRIBED BY PHILADELPHIA ELECTRIC COMPANY 1974
 KV3721'THE STATION IS LOCATED ON LAND OF PHILADELPHIA ELECTRIC CO. NEAR
 KV3721'THE HIGHEST POINT OF A HILL ON THE S.E. SIDE OF BERKS RD. IN
 KV3721'WORCESTER TWP., MONTG. CO., APPROX. 4.6 MI. N.N.E. OF THE
 KV3721'COURTHOUSE AT NORRISTOWN AND APPROX. 4.7 MI. S.W. OF LANSDALE.  IT
 KV3721'IS 117 FEET S.E. OF THE PHYSICAL CENTER-LINE OF BERKS RD., 41 FEET
 KV3721'N. OF P.E. CO. POLE NO. 2014, 106 FEET S.E. OF P.E. CO. POLE NO.
 KV3721'47945, 102 FEET S.W. OF S.E. CORNER OF STONE GARAGE AND 102 FEET
 KV3721'S.S.W. OF N.W. COR. OF STONE GARAGE.
 KV3721'
 KV3721'THE SURFACE MARK IS A 2-1/2 INCH BRONZE DISK IN AN 18 INCH DIAMETER
 KV3721'CONCRETE MONUMENT SET FLUSH WITH THE SURFACE OF THE GROUND.  SURFACE
 KV3721'AND UNDERGROUND DISKS ARE STAMPED BERKS P.E. CO. 1974.
 KV3721'
 KV3721'R.M. NO. 1 IS 47.50 FEET NORTH OF THE STATION, 85 FEET N.W. OF P.E.
 KV3721'CO. POLE NO. 2014, 59 FEET S.E. OF P.E. CO. POLE NO. 47945 AND
 KV3721'102.3 FEET W.S.W. OF THE S.E. CORNER OF STONE GARAGE.  IT IS A
 KV3721'2-1/2 INCH BRONZE DISK IN A CONCRETE MONUMENT SET FLUSH WITH THE
 KV3721'GROUND AND STAMPED BERKS R.M. NO. 1 P.E. CO. 1974.
 KV3721'
 KV3721'TO REACH THE STATION FROM THE INTERSECTION OF U.S. RTE. 202 AND
 KV3721'PA. RTE. 73 IN CENTER SQUARE ABOUT 5 MI. N.E. OF NORRISTOWN, PROCEED
 KV3721'N.W. ON RTE. 73 APPROX. 2.39 MI. TO BERKS RD.  TURN LEFT, PROCEED
 KV3721'S.W. ON BERKS RD. 0.53 MI. TO P.E. CO. HIGH VOLTAGE LINE CROSSING
 KV3721'AND THE STATION ON THE LEFT.
 KV3721'
 KV3721'NEAREST TOWN--NORRISTOWN.
 KV3721
 KV3721                          STATION RECOVERY (1984)
 KV3721
 KV3721'RECOVERY NOTE BY PA DEPT OF TRANSP 1984 (RBG)
 KV3721'THE STATION WAS RECOVERED AT THIS DATE.
 KV3721'THE STATION AND REFERENCE MARK NO.1 1974 WERE RECOVERED AS
 KV3721'DESCRIBED AND FOUND IN GOOD CONDITION, A SECOND REFERENCE MARK
 KV3721'STAMPED BERKS NO.1 1976 WAS FOUND SOUTHEAST OF THE STATION AND IS
 KV3721'DESCRIBED IN THE FOLLOWING TEXT.
 KV3721'THE TO REACH THE STATION IS ADEQUATE.
 KV3721'PHILADELPHIA ELECTRIC COMPANY STATION WHITEHALL WAS USED AS AN
 KV3721'AZIMUTH MARK, AND POLARIS OBSERVATIONS WERE MADE.
 KV3721'THE DISTANCE BETWEEN THE STATION AND REFERENCE MARK NO.1 1974 WAS
 KV3721'MEASURED AND FOUND TO CHECK PREVIOUS DATA.
 KV3721'
 KV3721'REFERENCE MARK NO. 1 IS A STANDARD PHELCO DISK
 KV3721'STAMPED---BERKS NO.1 1974---,
 KV3721'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 KV3721'10 CM SQUARE FLUSH WITH GROUND.
 KV3721'MARK IS LEVEL WITH THE STATION.
 KV3721'
 KV3721'REFERENCE MARK NO. 1 IS A STANDARD PHELCO DISK
 KV3721'STAMPED---BERKS NO.1 1976---,
 KV3721'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV3721'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV3721'23.32 METERS (76.5 FT) SOUTH-SOUTHWEST FROM THE NORTHWEST CORNER OF
 KV3721'A STONE GARAGE,
 KV3721'20.51 METERS (67.3 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A
 KV3721'STONE GARAGE,
 KV3721'18.23 METERS (59.8 FT) SOUTH-SOUTHEAST FROM A 6 INCH DIAMETER MAPLE
 KV3721'TREE, AND
 KV3721'9.75 METERS (32.0 FT) SOUTHWEST FROM A 16 INCH DIAMETER MAPLE TREE.
 KV3721'MARK IS LEVEL WITH THE STATION.
 KV3721'
 KV3721'AZIMUTH MARK NO. 1 IS A STANDARD PHELCO DISK
 KV3721'STAMPED---WHITEHALL PECO 1976---,
 KV3721'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV3721'25 CM IN DIAMETER PROJECTING 7 CM ABOVE GROUND.  LOCATED
 KV3721'43.28 METERS (142.0 FT) SOUTH-SOUTHEAST FROM A POWER POLE NUMBER
 KV3721'12421, AND
 KV3721'18.59 METERS (61.0 FT) NORTHWEST FROM A POWER POLE NUMBER 2017.
 KV3721'TO REACH THE AZIMUTH FROM THE STATION,
 KV3721'GO NORTHEAST FOR 0.80 KM (0.5 MI) ON BERKS ROAD TO STATE HIGHWAY 73,
 KV3721'TURN RIGHT AND GO SOUTHEAST FOR .89 KM (0.55 MI) ON HIGHWAY 73 TO
 KV3721'WHITEHALL ROAD,
 KV3721'TURN RIGHT AND GO SOUTHWEST FOR 0.89 KM (0.55 MI) ON WHITEHALL ROAD
 KV3721'TO PHELCO POWER LINE,
 KV3721'TURN RIGHT AND GO NORTHWEST FOR 61 METERS (200 FT) ON POWER LINE
 KV3721'ROAD TO TOP OF HILL,
 KV3721'TURN LEFT AND GO SOUTHWEST FOR 24 METERS (80 FT) ON FIELD TO
 KV3721'STATION WHITEHALL PHELCO (AZIMUTH MARK).
 KV3721'
 KV3721'DESCRIBED BY R. B. GROSSER.
 KV3721
 KV3721                          STATION RECOVERY (2001)
 KV3721
 KV3721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV3721'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV3721
 KV3721                          STATION RECOVERY (2001)
 KV3721
 KV3721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV3721'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0518 ***********************************************************************
 KW0518  DESIGNATION -  BERKS RM 1
 KW0518  PID         -  KW0518
 KW0518  STATE/COUNTY-  PA/BERKS
 KW0518  USGS QUAD   -  BETHEL (1992)
 KW0518
 KW0518                         *CURRENT SURVEY CONTROL
 KW0518  ___________________________________________________________________
 KW0518* NAD 83(1986)-  40 28 37.     (N)    076 17 26.     (W)     SCALED    
 KW0518* NAVD 88     -       172.821  (meters)     567.00   (feet)  ADJUSTED  
 KW0518  ___________________________________________________________________
 KW0518  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 KW0518  DYNAMIC HT  -         172.732 (meters)     566.70  (feet)  COMP
 KW0518  MODELED GRAV-     980,108.0   (mgal)                       NAVD 88
 KW0518
 KW0518  VERT ORDER  -  SECOND    CLASS 0
 KW0518
 KW0518.The horizontal coordinates were scaled from a topographic map and have
 KW0518.an estimated accuracy of +/- 6 seconds.
 KW0518
 KW0518.The orthometric height was determined by differential leveling
 KW0518.and adjusted by the National Geodetic Survey in June 1991..
 KW0518
 KW0518.The geoid height was determined by GEOID03.
 KW0518
 KW0518.The dynamic height is computed by dividing the NAVD 88
 KW0518.geopotential number by the normal gravity value computed on the
 KW0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0518.degrees latitude (g = 980.6199 gals.).
 KW0518
 KW0518.The modeled gravity was interpolated from observed gravity values.
 KW0518
 KW0518;                    North         East    Units  Estimated Accuracy
 KW0518;SPC PA S     -   128,000.      723,750.      MT  (+/- 180 meters Scaled)
 KW0518
 KW0518                          SUPERSEDED SURVEY CONTROL
 KW0518
 KW0518  NGVD 29 (??/??/??)  173.025  (m)          567.67   (f) ADJUSTED    2 0
 KW0518
 KW0518.Superseded values are not recommended for survey control.
 KW0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0518.See file dsdata.txt to determine how the superseded data were derived.
 KW0518
 KW0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK906814(NAD 83)
 KW0518_MARKER: DR = REFERENCE MARK DISK
 KW0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0518_STAMPING: BERKS NO 1 1960
 KW0518_MARK LOGO: CGS   
 KW0518_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0518+STABILITY: SURFACE MOTION
 KW0518
 KW0518  HISTORY     - Date     Condition        Report By
 KW0518  HISTORY     - 1960     MONUMENTED       CGS
 KW0518  HISTORY     - 20000301 GOOD             PADT
 KW0518  HISTORY     - 20021130 MARK NOT FOUND   USPSQD
 KW0518
 KW0518                          STATION DESCRIPTION
 KW0518
 KW0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0518'0.1 MI E FROM BETHEL.
 KW0518'ABOUT 0.1 MILE EAST ALONG A CONNECTING ROAD FROM THE SOUTH END
 KW0518'OF THE STATE HIGHWAY 501 BRIDGE OVER U.S. HIGHWAY 22, 77 FEET
 KW0518'NORTHEAST OF THE STATION, 47 FEET SOUTH OF THE CENTER LINE OF THE
 KW0518'EAST BOUND LANE OF U.S. HIGHWAY 22, 22 FEET NORTH OF THE CENTER
 KW0518'LINE OF THE GRAVEL ROAD, 98 FEET NORTHEAST OF A TWIN TRUNK MAPLE
 KW0518'TREE, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 KW0518'ABOVE THE LEVEL OF THE GROUND.
 KW0518
 KW0518                          STATION RECOVERY (2000)
 KW0518
 KW0518'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 KW0518'RECOVERED AS DESCRIBED.
 KW0518
 KW0518                          STATION RECOVERY (2002)
 KW0518
 KW0518'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW0518'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0516 ***********************************************************************
 KW0516  DESIGNATION -  BERKS RM 2
 KW0516  PID         -  KW0516
 KW0516  STATE/COUNTY-  PA/BERKS
 KW0516  USGS QUAD   -  BETHEL (1992)
 KW0516
 KW0516                         *CURRENT SURVEY CONTROL
 KW0516  ___________________________________________________________________
 KW0516* NAD 83(1986)-  40 28 37.     (N)    076 17 26.     (W)     SCALED    
 KW0516* NAVD 88     -       172.754  (meters)     566.78   (feet)  ADJUSTED  
 KW0516  ___________________________________________________________________
 KW0516  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 KW0516  DYNAMIC HT  -         172.666 (meters)     566.49  (feet)  COMP
 KW0516  MODELED GRAV-     980,108.0   (mgal)                       NAVD 88
 KW0516
 KW0516  VERT ORDER  -  SECOND    CLASS 0
 KW0516
 KW0516.The horizontal coordinates were scaled from a topographic map and have
 KW0516.an estimated accuracy of +/- 6 seconds.
 KW0516
 KW0516.The orthometric height was determined by differential leveling
 KW0516.and adjusted by the National Geodetic Survey in June 1991..
 KW0516
 KW0516.The geoid height was determined by GEOID03.
 KW0516
 KW0516.The dynamic height is computed by dividing the NAVD 88
 KW0516.geopotential number by the normal gravity value computed on the
 KW0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0516.degrees latitude (g = 980.6199 gals.).
 KW0516
 KW0516.The modeled gravity was interpolated from observed gravity values.
 KW0516
 KW0516;                    North         East    Units  Estimated Accuracy
 KW0516;SPC PA S     -   128,000.      723,750.      MT  (+/- 180 meters Scaled)
 KW0516
 KW0516                          SUPERSEDED SURVEY CONTROL
 KW0516
 KW0516  NGVD 29 (??/??/??)  172.958  (m)          567.45   (f) ADJUSTED    2 0
 KW0516
 KW0516.Superseded values are not recommended for survey control.
 KW0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0516.See file dsdata.txt to determine how the superseded data were derived.
 KW0516
 KW0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK906814(NAD 83)
 KW0516_MARKER: DR = REFERENCE MARK DISK
 KW0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0516_STAMPING: BERKS NO 2 1960
 KW0516_MARK LOGO: CGS   
 KW0516_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0516+STABILITY: SURFACE MOTION
 KW0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW0516+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2002
 KW0516
 KW0516  HISTORY     - Date     Condition        Report By
 KW0516  HISTORY     - 1960     MONUMENTED       CGS
 KW0516  HISTORY     - 20000301 GOOD             PADT
 KW0516  HISTORY     - 20021130 GOOD             USPSQD
 KW0516
 KW0516                          STATION DESCRIPTION
 KW0516
 KW0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0516'0.1 MI E FROM BETHEL.
 KW0516'ABOUT 0.1 MILE EAST ALONG A CONNECTING ROAD FROM THE SOUTH END
 KW0516'OF THE STATE HIGHWAY 501 BRIDGE OVER U.S. HIGHWAY 22, 86.6 FEET
 KW0516'WEST OF THE STATION, 51 FEET SOUTH OF THE CENTER LINE OF THE
 KW0516'EAST BOUND LANE OF U.S. HIGHWAY 22, 19 FEET NORTH OF THE CENTER
 KW0516'LINE OF A GRAVEL ROAD, 67 FEET NORTHWEST OF A TWIN TRUNK MAPLE
 KW0516'TREE, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 KW0516'THE LEVEL OF THE GROUND.
 KW0516
 KW0516                          STATION RECOVERY (2000)
 KW0516
 KW0516'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 KW0516'RECOVERED AS DESCRIBED.
 KW0516
 KW0516                          STATION RECOVERY (2002)
 KW0516
 KW0516'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW0516'18.75 FT N OF A PAVED RD CL.  NOW LEVEL WITH GROUND.  65 FT NW FROM
 KW0516'EDGE OF SINGLE TRUNK TREE WITH HIGH BRANCH. (FORMALLY CALLED TWIN
 KW0516'TRUNK TREE 67 FT AWAY.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1231 ***********************************************************************
 JW1231  DESIGNATION -  BERLIN
 JW1231  PID         -  JW1231
 JW1231  STATE/COUNTY-  PA/SOMERSET
 JW1231  USGS QUAD   -  MURDOCK (1981)
 JW1231
 JW1231                         *CURRENT SURVEY CONTROL
 JW1231  ___________________________________________________________________
 JW1231* NAD 83(1992)-  39 56 57.73439(N)    079 00 32.07932(W)     ADJUSTED  
 JW1231* NAVD 88     -       859.5    (meters)    2820.     (feet)  VERTCON   
 JW1231  ___________________________________________________________________
 JW1231  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 JW1231  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 JW1231
 JW1231  HORZ ORDER  -  FIRST
 JW1231
 JW1231.The horizontal coordinates were established by classical geodetic methods
 JW1231.and adjusted by the National Geodetic Survey in June 2002..
 JW1231
 JW1231.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1231
 JW1231.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1231
 JW1231.The geoid height was determined by GEOID03.
 JW1231
 JW1231;                    North         East     Units Scale Factor Converg.
 JW1231;SPC PA S     -    69,168.363   492,421.296   MT  0.99999753   -0 49 00.4
 JW1231;SPC PA S     -   226,929.87  1,615,552.20   sFT  0.99999753   -0 49 00.4
 JW1231;UTM  17      - 4,424,036.000   670,090.300   MT  0.99995617   +1 16 43.7
 JW1231
 JW1231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1231!SPC PA S     -   0.99987015  x   0.99999753  =   0.99986768
 JW1231!UTM  17      -   0.99987015  x   0.99995617  =   0.99982633
 JW1231
 JW1231|---------------------------------------------------------------------|
 JW1231| PID    Reference Object                     Distance      Geod. Az  |
 JW1231|                                                           dddmmss.s |
 JW1231| CX3232 BERLIN RM 1                           9.038 METERS 03032     |
 JW1231| JW1232 BERLIN USGS 1927                     22.013 METERS 03223     |
 JW1231| CX3231 BERLIN AZ MK                                       1381113.5 |
 JW1231| JW1523 BEAR MTN LOT HAYS MILL LOT          APPROX.13.5 KM 1611439.0 |
 JW1231| CX3233 BERLIN RM 2                          12.307 METERS 19309     |
 JW1231| KX2001 JENNERSTOWN ATT RELAY TOWER         APPROX.27.7 KM 3381556.5 |
 JW1231|---------------------------------------------------------------------|
 JW1231
 JW1231                          SUPERSEDED SURVEY CONTROL
 JW1231
 JW1231  NAD 83(1995)-  39 56 57.73674(N)    079 00 32.07939(W) AD(       ) 1
 JW1231  NAD 83(1991)-  39 56 57.73866(N)    079 00 32.08173(W) AD(       ) 1
 JW1231  NAD 83(1986)-  39 56 57.73962(N)    079 00 32.08260(W) AD(       ) 1
 JW1231  NAD 27      -  39 56 57.45772(N)    079 00 32.98746(W) AD(       ) 1
 JW1231  NGVD 29 (07/19/86)  859.6    (m)         2820.     (f) VERT ANG       
 JW1231
 JW1231.Superseded values are not recommended for survey control.
 JW1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1231.See file dsdata.txt to determine how the superseded data were derived.
 JW1231
 JW1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE7009024036(NAD 83)
 JW1231_MARKER: DS = TRIANGULATION STATION DISK
 JW1231_SETTING: 80 = SET IN A BOULDER
 JW1231_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JW1231
 JW1231  HISTORY     - Date     Condition        Report By
 JW1231  HISTORY     - 1927     MONUMENTED       CGS
 JW1231  HISTORY     - 1967     GOOD             CGS
 JW1231  HISTORY     - 1974     GOOD             PADT
 JW1231
 JW1231                          STATION DESCRIPTION
 JW1231
 JW1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 JW1231'THE STATION IS ABOUT 5 MILES W OF BERLIN, ON A HILL ON THE OLD
 JW1231'CORNEAL COVER PLACE.
 JW1231'
 JW1231'ALL MARKS ARE STANDARD DISKS SET IN BURIED ROCKS.
 JW1231'
 JW1231'REACHED FROM BERLIN BY THE SOMERSET PLANK ROAD, ABOUT 4-1/2 MILES TO
 JW1231'A ROAD BRANCHING OFF TO LEFT.  FOLLOW THIS ROAD 1 MILE TO BRANCH
 JW1231'LEADING S TO THE COVER FARM.  A LANE LEADS S FROM THE HOUSE.  ABOUT
 JW1231'100 YARDS FROM HOUSE, ENTER PASTURE ON LEFT, AND FOLLOW FENCE TO
 JW1231'STATION.  STATION IS ON HIGHEST POINT OF HILL ABOUT 40 FEET S OF THE
 JW1231'GEOLOGICAL SURVEY MARK.
 JW1231'
 JW1231'HEIGHT OF SIGNAL ABOVE STATION MARK - 6.15 METERS.
 JW1231
 JW1231                          STATION RECOVERY (1967)
 JW1231
 JW1231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 JW1231'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 JW1231'AN AZIMUTH MARK WAS ESTABLISHED 1 MILE SOUTHEAST OF THE STATION.  A
 JW1231'DIFFERENCE IN DISTANCE AND DIRECTION WAS NOTED TO ALL MARKS.
 JW1231'
 JW1231'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 JW1231'
 JW1231'THE STATION IS LOCATED ABOUT 5 AIRLINE MILES SOUTHEAST OF SOMERSET,
 JW1231'ABOUT 3-1/2 AIRLINE MILES NORTHWEST OF BERLIN AND ABOUT 50 FEET
 JW1231'WEST OF A CULTIVATED FIELD.  IT IS ON A HIGH BRUSH COVERED HILL AND
 JW1231'THE PROPERTY IS OWNED BY MR. JOHN REAM.
 JW1231'
 JW1231'TO REACH THE STATION FROM THE POST OFFICE IN BERLIN, GO WESTERLY ON
 JW1231'MAIN STREET FOR 0.15 MILE TO U.S. HIGHWAY 219.  TURN RIGHT AND
 JW1231'GO NORTHERLY ON U.S. HIGHWAY 219 FOR 1.0 MILE TO A SIDE ROAD LEFT.
 JW1231'(TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN LEFT AND GO
 JW1231'NORTHWEST AND WEST ON A PAVED ROAD FOR 0.95 MILE TO THE MARK ON THE
 JW1231'LEFT) CONTINUE NORTHERLY ON U.S. HIGHWAY 219 FOR 2.8 MILES TO A SIDE
 JW1231'ROAD LEFT AT THE TOP OF A HILL.  TURN SHARP LEFT AND GO SOUTH ON A
 JW1231'PAVED ROAD FOR 0.15 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 JW1231'WEST ON A WOODS ROAD FOR 0.2 MILE TO A CULTIVATED FIELD.
 JW1231'CONTINUE WESTERLY ACROSS THE CULTIVATED FIELD FOR 0.2 MILE TO THE
 JW1231'WEST EDGE OF THE FIELD.  TURN RIGHT AND GO NORTHERLY ALONG THE WEST
 JW1231'EDGE OF THE FIELD FOR 0.1 MILE TO A WOODS ROAD ON THE LEFT, JUST
 JW1231'NORTHEAST OF A STRIP MINE.  TURN LEFT AND GO SOUTHWEST ON A WOODS
 JW1231'ROAD FOR 0.2 MILE TO A CULTIVATED FIELD.  TURN RIGHT AND GO NORTH
 JW1231'ALONG THE SOUTH EDGE OF A WOODED AREA FOR 0.05 MILE TO THE STATION
 JW1231'ON THE RIGHT.
 JW1231'
 JW1231'THE STATION MARK IS 57 FEET NORTHWEST OF THE CULTIVATED FIELD IN THE
 JW1231'SOUTHEAST EDGE OF THE WOODED AREA.  THE MARK IS A STANDARD
 JW1231'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 6-INCHES
 JW1231'AND IT IS STAMPED BERLIN 1927. (NOTE 4)
 JW1231'
 JW1231'REFERENCE MARK NO. 1 IS 58 FEET NORTHWEST OF THE CULTIVATED FIELD.
 JW1231'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER
 JW1231'WHICH PROJECTS 6-INCHES AND IT IS STAMPED BERLIN NO 1 1927.  (NOTE
 JW1231'12C)
 JW1231'
 JW1231'REFERENCE MARK NO. 2 IS 56 FEET NORTHWEST OF THE CULTIVATED FIELD.
 JW1231'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER
 JW1231'WHICH PROJECTS 6-INCHES AND IT IS STAMPED BERLIN NO 2 1927.  (NOTE
 JW1231'12C)
 JW1231'
 JW1231'THE AZIMUTH MARK IS 21 FEET SOUTHEAST OF A CULVERT, 18 FEET SOUTHWEST
 JW1231'OF THE CENTERLINE OF THE PAVED ROAD, 6 FEET SOUTHEAST OF A
 JW1231'POWERLINE POLE AND 2.2 FEET EAST OF A WITNESS POST.  THE MARK IS A
 JW1231'STANDARD DISK SET IN THE TOP OF A 10-INCH ROUND CONCRETE
 JW1231'MONUMENT WHICH PROJECTS 3-INCHES AND IT IS STAMPED BERLIN 1927 1967.
 JW1231'(NOTE 16B)
 JW1231'
 JW1231'BERLIN (USGS) IS 27 FEET NORTHWEST OF THE CULTIVATED FIELD.  THE MARK
 JW1231'IS A U.S. GEOLOGICAL SURVEY STATION DISK CEMENTED IN A DRILL HOLE IN
 JW1231'A 6 INCH SQUARE GRANITE POST WHICH PROJECTS 4-INCHES AND IT HAS NO
 JW1231'STAMPING.
 JW1231'
 JW1231'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3-1/2 MILES
 JW1231'NORTHWEST OF BERLIN
 JW1231
 JW1231                          STATION RECOVERY (1974)
 JW1231
 JW1231'RECOVERY NOTE BY PA DEPT OF TRANSP 1974 (EEB)
 JW1231'RM NO 2 AND RM NO 1 GOOD
 JW1231'AZIMUTH MARK
 JW1231'GOOD (NOT VISIBLE FROM STATION)
 JW1231'USGS BERLIN GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1232 ***********************************************************************
 JW1232  DESIGNATION -  BERLIN USGS 1927
 JW1232  PID         -  JW1232
 JW1232  STATE/COUNTY-  PA/SOMERSET
 JW1232  USGS QUAD   -  MURDOCK (1981)
 JW1232
 JW1232                         *CURRENT SURVEY CONTROL
 JW1232  ___________________________________________________________________
 JW1232* NAD 83(1992)-  39 56 58.33716(N)    079 00 31.58274(W)     ADJUSTED  
 JW1232* NAVD 88     -       859.     (meters)    2818.     (feet)  SCALED    
 JW1232  ___________________________________________________________________
 JW1232  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 JW1232  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 JW1232
 JW1232  HORZ ORDER  -  THIRD
 JW1232
 JW1232.The horizontal coordinates were established by classical geodetic methods
 JW1232.and adjusted by the National Geodetic Survey in June 2002..
 JW1232
 JW1232.The orthometric height was scaled from a topographic map.
 JW1232
 JW1232.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1232
 JW1232.The geoid height was determined by GEOID03.
 JW1232
 JW1232;                    North         East     Units Scale Factor Converg.
 JW1232;SPC PA S     -    69,186.784   492,433.348   MT  0.99999751   -0 49 00.1
 JW1232;SPC PA S     -   226,990.31  1,615,591.74   sFT  0.99999751   -0 49 00.1
 JW1232;UTM  17      - 4,424,054.849   670,101.669   MT  0.99995622   +1 16 44.0
 JW1232
 JW1232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1232!SPC PA S     -   0.99987025  x   0.99999751  =   0.99986776
 JW1232!UTM  17      -   0.99987025  x   0.99995622  =   0.99982647
 JW1232
 JW1232:                Primary Azimuth Mark                     Grid Az
 JW1232:SPC PA S     -  HIGHLAND                                 330 33 12.3
 JW1232:UTM  17      -  HIGHLAND                                 328 27 28.2
 JW1232
 JW1232|---------------------------------------------------------------------|
 JW1232| PID    Reference Object                     Distance      Geod. Az  |
 JW1232|                                                           dddmmss.s |
 JW1232| KX2000 HIGHLAND                            APPROX.12.0 KM 3294412.2 |
 JW1232|---------------------------------------------------------------------|
 JW1232
 JW1232                          SUPERSEDED SURVEY CONTROL
 JW1232
 JW1232  NAD 83(1995)-  39 56 58.33951(N)    079 00 31.58281(W) AD(       ) 3
 JW1232  NAD 83(1991)-  39 56 58.34143(N)    079 00 31.58515(W) AD(       ) 3
 JW1232  NAD 83(1986)-  39 56 58.34236(N)    079 00 31.58605(W) AD(       ) 3
 JW1232  NAD 27      -  39 56 58.06063(N)    079 00 32.49081(W) AD(       ) 3
 JW1232
 JW1232.Superseded values are not recommended for survey control.
 JW1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1232.See file dsdata.txt to determine how the superseded data were derived.
 JW1232
 JW1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE7010224055(NAD 83)
 JW1232_MARKER: DD = SURVEY DISK
 JW1232_SETTING: 0 = UNSPECIFIED SETTING
 JW1232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW1232
 JW1232  HISTORY     - Date     Condition        Report By
 JW1232  HISTORY     - 1927     MONUMENTED       USGS
 JW1232
 JW1232                          STATION DESCRIPTION
 JW1232
 JW1232'DESCRIBED BY US GEOLOGICAL SURVEY 1927
 JW1232'THE STATION IS LOCATED ABOUT 5 AIRLINE MILES SOUTHEAST OF SOMERSET,
 JW1232'ABOUT 3-1/2 AIRLINE MILES NORTHWEST OF BERLIN AND ABOUT 50 FEET
 JW1232'WEST OF A CULTIVATED FIELD.  IT IS ON A HIGH BRUSH COVERED HILL AND
 JW1232'THE PROPERTY IS OWNED BY MR. JOHN REAM.
 JW1232'
 JW1232'TO REACH THE STATION FROM THE POST OFFICE IN BERLIN, GO WESTERLY ON
 JW1232'MAIN STREET FOR 0.15 MILE TO U.S. HIGHWAY 219.  TURN RIGHT AND
 JW1232'GO NORTHERLY ON U.S. HIGHWAY 219 FOR 1.0 MILE TO A SIDE ROAD LEFT.
 JW1232'(TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN LEFT AND GO
 JW1232'NORTHWEST AND WEST ON A PAVED ROAD FOR 0.95 MILE TO THE MARK ON THE
 JW1232'LEFT) CONTINUE NORTHERLY ON U.S. HIGHWAY 219 FOR 2.8 MILES TO A SIDE
 JW1232'ROAD LEFT AT THE TOP OF A HILL.  TURN SHARP LEFT AND GO SOUTH ON A
 JW1232'PAVED ROAD FOR 0.15 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 JW1232'WEST ON A WOODS ROAD FOR 0.2 MILE TO A CULTIVATED FIELD.
 JW1232'CONTINUE WESTERLY ACROSS THE CULTIVATED FIELD FOR 0.2 MILE TO THE
 JW1232'WEST EDGE OF THE FIELD.  TURN RIGHT AND GO NORTHERLY ALONG THE WEST
 JW1232'EDGE OF THE FIELD FOR 0.1 MILE TO A WOODS ROAD ON THE LEFT, JUST
 JW1232'NORTHEAST OF A STRIP MINE.  TURN LEFT AND GO SOUTHWEST ON A WOODS
 JW1232'ROAD FOR 0.2 MILE TO A CULTIVATED FIELD.  TURN RIGHT AND GO NORTH
 JW1232'ALONG THE SOUTH EDGE OF A WOODED AREA FOR 0.05 MILE TO THE STATION
 JW1232'ON THE RIGHT.
 JW1232'
 JW1232'BERLIN (USGS) IS 27 FEET NORTHWEST OF THE CULTIVATED FIELD.  THE MARK
 JW1232'IS A U.S. GEOLOGICAL SURVEY STATION DISK CEMENTED IN A DRILL HOLE IN
 JW1232'A 6 INCH SQUARE GRANITE POST WHICH PROJECTS 4-INCHES AND IT HAS NO
 JW1232'STAMPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0125 ***********************************************************************
 LZ0125  DESIGNATION -  BERWICK
 LZ0125  PID         -  LZ0125
 LZ0125  STATE/COUNTY-  PA/COLUMBIA
 LZ0125  USGS QUAD   -  BERWICK (1989)
 LZ0125
 LZ0125                         *CURRENT SURVEY CONTROL
 LZ0125  ___________________________________________________________________
 LZ0125* NAD 83(1986)-  41 03 38.     (N)    076 14 19.     (W)     SCALED    
 LZ0125* NAVD 88     -       173.906  (meters)     570.56   (feet)  ADJUSTED  
 LZ0125  ___________________________________________________________________
 LZ0125  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 LZ0125  DYNAMIC HT  -         173.834 (meters)     570.32  (feet)  COMP
 LZ0125  MODELED GRAV-     980,206.0   (mgal)                       NAVD 88
 LZ0125
 LZ0125  VERT ORDER  -  SECOND    CLASS 0
 LZ0125
 LZ0125.The horizontal coordinates were scaled from a topographic map and have
 LZ0125.an estimated accuracy of +/- 6 seconds.
 LZ0125
 LZ0125.The orthometric height was determined by differential leveling
 LZ0125.and adjusted by the National Geodetic Survey in June 1991..
 LZ0125
 LZ0125.The geoid height was determined by GEOID03.
 LZ0125
 LZ0125.The dynamic height is computed by dividing the NAVD 88
 LZ0125.geopotential number by the normal gravity value computed on the
 LZ0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0125.degrees latitude (g = 980.6199 gals.).
 LZ0125
 LZ0125.The modeled gravity was interpolated from observed gravity values.
 LZ0125
 LZ0125;                    North         East    Units  Estimated Accuracy
 LZ0125;SPC PA N     -   100,380.      727,040.      MT  (+/- 180 meters Scaled)
 LZ0125
 LZ0125                          SUPERSEDED SURVEY CONTROL
 LZ0125
 LZ0125  NGVD 29 (??/??/92)  174.122  (m)          571.27   (f) ADJ UNCH    2 0
 LZ0125
 LZ0125.Superseded values are not recommended for survey control.
 LZ0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0125.See file dsdata.txt to determine how the superseded data were derived.
 LZ0125
 LZ0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL959462(NAD 83)
 LZ0125_MARKER: DB = BENCH MARK DISK
 LZ0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0125_STAMPING: BERWICK 1934
 LZ0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0125+STABILITY: SURFACE MOTION
 LZ0125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LZ0125+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2004
 LZ0125
 LZ0125  HISTORY     - Date     Condition        Report By
 LZ0125  HISTORY     - 1934     MONUMENTED       CGS
 LZ0125  HISTORY     - 20041007 GOOD             GEOCAC
 LZ0125
 LZ0125                          STATION DESCRIPTION
 LZ0125
 LZ0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0125'AT BERWICK.
 LZ0125'AT BERWICK, COLUMBIA COUNTY, IN THE YARD OF THE CITY HALL, 80
 LZ0125'FEET NORTH OF THE CENTERLINE OF MARKET STREET, 63 FEET SOUTH OF
 LZ0125'THE BUILDING, 18 FEET WEST OF A FLAGPOLE, AND 4 FEET WEST OF A
 LZ0125'SIDEWALK.  A STANDARD DISK, STAMPED BERWICK 1934 AND SET IN THE
 LZ0125'TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
 LZ0125
 LZ0125                          STATION RECOVERY (2004)
 LZ0125
 LZ0125'RECOVERY NOTE BY GEOCACHING 2004 (BB)
 LZ0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0120 ***********************************************************************
 LZ0120  DESIGNATION -  BERWICK EAST BASE
 LZ0120  PID         -  LZ0120
 LZ0120  STATE/COUNTY-  PA/COLUMBIA
 LZ0120  USGS QUAD   -  MIFFLINVILLE (1989)
 LZ0120
 LZ0120                         *CURRENT SURVEY CONTROL
 LZ0120  ___________________________________________________________________
 LZ0120* NAD 83(1992)-  41 02 44.98369(N)    076 17 23.38507(W)     ADJUSTED  
 LZ0120* NAVD 88     -       150.578  (meters)     494.02   (feet)  ADJUSTED  
 LZ0120  ___________________________________________________________________
 LZ0120  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 LZ0120  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LZ0120  DYNAMIC HT  -         150.516 (meters)     493.82  (feet)  COMP
 LZ0120  MODELED GRAV-     980,210.6   (mgal)                       NAVD 88
 LZ0120
 LZ0120  HORZ ORDER  -  FIRST
 LZ0120  VERT ORDER  -  SECOND    CLASS 0
 LZ0120
 LZ0120.The horizontal coordinates were established by classical geodetic methods
 LZ0120.and adjusted by the National Geodetic Survey in June 2002..
 LZ0120
 LZ0120.The orthometric height was determined by differential leveling
 LZ0120.and adjusted by the National Geodetic Survey in June 1991..
 LZ0120
 LZ0120.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ0120
 LZ0120.The geoid height was determined by GEOID03.
 LZ0120
 LZ0120.The dynamic height is computed by dividing the NAVD 88
 LZ0120.geopotential number by the normal gravity value computed on the
 LZ0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0120.degrees latitude (g = 980.6199 gals.).
 LZ0120
 LZ0120.The modeled gravity was interpolated from observed gravity values.
 LZ0120
 LZ0120;                    North         East     Units Scale Factor Converg.
 LZ0120;SPC PA N     -    98,668.971   722,758.062   MT  0.99997775   +0 57 57.5
 LZ0120;SPC PA N     -   323,716.45  2,371,248.74   sFT  0.99997775   +0 57 57.5
 LZ0120;SPC PA S     -   191,168.782   722,762.660   MT  1.00001340   +0 56 50.5
 LZ0120;SPC PA S     -   627,192.91  2,371,263.83   sFT  1.00001340   +0 56 50.5
 LZ0120;UTM  18      - 4,544,645.826   391,597.283   MT  0.99974463   -0 50 49.4
 LZ0120
 LZ0120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ0120!SPC PA N     -   0.99998148  x   0.99997775  =   0.99995923
 LZ0120!SPC PA S     -   0.99998148  x   1.00001340  =   0.99999488
 LZ0120!UTM  18      -   0.99998148  x   0.99974463  =   0.99972612
 LZ0120
 LZ0120|---------------------------------------------------------------------|
 LZ0120| PID    Reference Object                     Distance      Geod. Az  |
 LZ0120|                                                           dddmmss.s |
 LZ0120| LZ0119 BERWICK EAST BASE RM 2               25.481 METERS 15803     |
 LZ0120| LZ0118 BERWICK EAST BASE RM 3 AZIMUTH                     2560518.8 |
 LZ0120| LZ0121 BERWICK EAST BASE RM 1               60.701 METERS 35202     |
 LZ0120|---------------------------------------------------------------------|
 LZ0120
 LZ0120                          SUPERSEDED SURVEY CONTROL
 LZ0120
 LZ0120  NAD 83(1986)-  41 02 44.98370(N)    076 17 23.38413(W) AD(       ) 1
 LZ0120  NAD 27      -  41 02 44.67500(N)    076 17 24.61900(W) AD(       ) 1
 LZ0120  NGVD 29 (??/??/92)  150.794  (m)          494.73   (f) ADJ UNCH    2 0
 LZ0120
 LZ0120.Superseded values are not recommended for survey control.
 LZ0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0120.See file dsdata.txt to determine how the superseded data were derived.
 LZ0120
 LZ0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL9159744646(NAD 83)
 LZ0120_MARKER: DS = TRIANGULATION STATION DISK
 LZ0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0120_STAMPING: E BASE BERWICK 1934
 LZ0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0120+STABILITY: SURFACE MOTION
 LZ0120
 LZ0120  HISTORY     - Date     Condition        Report By
 LZ0120  HISTORY     - 1934     MONUMENTED       CGS
 LZ0120  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LZ0120  HISTORY     - 1935     GOOD             NGS
 LZ0120  HISTORY     - 1954     SEE DESCRIPTION  USGS
 LZ0120  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LZ0120
 LZ0120                          STATION DESCRIPTION
 LZ0120
 LZ0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 LZ0120'THIS IS A FIRST-ORDER STATION LOCATED 3 MILES W OF BERWICK, PA., 107
 LZ0120'FEET N OF THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD, 7 PACES
 LZ0120'W OF THE DIRT ROAD LEADING FROM THE PAVED HIGHWAY 11 TO THE RAILROAD
 LZ0120'CROSSING 276 FEET S OF THE PAVED HIGHWAY 11.  MARK PROJECTS 5
 LZ0120'INCHES.
 LZ0120'
 LZ0120'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 LZ0120'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.  UNDERGROUND MARK
 LZ0120'IS A COPPER BOLT PROJECTING SLIGHTLY ABOVE THE CONCRETE AS DESCRIBED
 LZ0120'IN NOTE 7B.
 LZ0120'
 LZ0120'REFERENCE MARK NO. 1 IS LOCATED 199.15 FEET NW OF THE STATION, 3
 LZ0120'PACES W OF THE DIRT ROAD, 4 PACES S OF THE SMALL WAITING ROOM.
 LZ0120'MARK PROJECTS 5 INCHES.
 LZ0120'
 LZ0120'REFERENCE MARK NO. 2 IS LOCATED 83.60 FEET NE OF THE STATION, 3 PACES
 LZ0120'W OF THE DIRT ROAD, 5 PACES N OF THE CENTER LINE OF THE RAILROAD
 LZ0120'TRACKS.  MARK PROJECTS 5 INCHES.
 LZ0120'
 LZ0120'AZIMUTH MARK IS LOCATED 0.2 MILE W OF THE STATION, 7 PACES S OF THE
 LZ0120'CENTER LINE OF THE PAVED ROAD U.S. HIGHWAY 11, 1 FOOT N OF THE
 LZ0120'BOUNDARY FENCE.  TO REACH FROM THE STATION, GO TO THE PAVED ROAD AND
 LZ0120'TURN LEFT AND GO 0.15 MILE.  THE MARK IS ON THE LEFT SIDE OF THE
 LZ0120'ROAD AND PROJECTS 4 INCHES.
 LZ0120'
 LZ0120'TO REACH FROM BERWICK, GO W ON PAVED U.S. HIGHWAY 11, 3.2 MILES TO A
 LZ0120'T-ROAD LEFT AND A SMALL WAITING ROOM WITH A SIGN CAWNFIELD.  TURN
 LZ0120'LEFT AND GO 0.1 MILE TO THE RAILROAD CROSSING.  THE STATION IS
 LZ0120'LOCATED IN THE LOWEST PART OF THE NW CORNER OF THE CROSSING.
 LZ0120'
 LZ0120'A 77-FOOT TOWER WAS USED AND CLEARED ALL LINES AT THE PRESENT TIME,
 LZ0120'BUT IT WILL NEED 1 FOOT MORE TO CLEAR WEST BASE IN THE SUMMER.
 LZ0120'
 LZ0120'NO CUT-INS VISIBLE FROM GROUND.
 LZ0120
 LZ0120                          STATION RECOVERY (1935)
 LZ0120
 LZ0120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (HEB)
 LZ0120'STATION IS 0.9-FOOT SQUARE CONCRETE MONUMENT LOCATED 28.89 METERS N
 LZ0120'OF N RAIL OF DELAWARE, LACKAWANNA AND WESTERN RAILROAD, 24.26
 LZ0120'METERS SE OF ELECTRIC LINE POLE NO. 7336, AND 7.35 METERS W OF CENTER
 LZ0120'LINE OF DIRT ROAD LEADING FROM PAVED HIGHWAY (U.S. 11) TO
 LZ0120'RAILROAD CROSSING.  IT IS IN GOOD CONDITION.
 LZ0120'
 LZ0120'REFERENCE MARK NO. 1 IS AN 0.9-FOOT SQUARE CONCRETE MONUMENT LOCATED
 LZ0120'85.58 METERS N OF REFERENCE MARK NO. 2, 17.58 METERS S BY W OF
 LZ0120'CENTER LINE OF U.S. HIGHWAY 11, 7.22 METERS W OF TELEPHONE POLE NO.
 LZ0120'775, 3.34 METERS S OF S WALL OF BUS WAITING ROOM, CAWNFIELD, AND
 LZ0120'2.87 METERS W OF CENTER LINE OF DIRT ROAD LEADING FROM U.S. HIGHWAY
 LZ0120'11 TO RAILROAD CROSSING.  IT IS IN GOOD CONDITION.
 LZ0120'
 LZ0120'REFERENCE MARK NO. 2 IS AN 0.9-FOOT SQUARE CONCRETE MONUMENT LOCATED
 LZ0120'7.15 METERS W BY S OF ELECTRIC LINE POLE NO. 7336, 4.38 METERS N OF
 LZ0120'N RAIL OF DELAWARE, LACKAWANNA AND WESTERN RAILROAD AND 3.46 METERS W
 LZ0120'OF CENTER LINE OF DIRT ROAD LEADING FROM U.S. HIGHWAY TO
 LZ0120'RAILROAD CROSSING (U.S. HIGHWAY 11).  IT IS IN GOOD CONDITION.
 LZ0120'
 LZ0120'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS LOCATED 1-1/4 MILES W OF THE
 LZ0120'STATION.  TO REACH FROM THE STATION GO BACK DOWN THE MOUNTAIN AND
 LZ0120'FOLLOW THE DESCRIPTION 2.25 MILES TO MR. C.M. BOWERS HOME, THE MARK
 LZ0120'IS 110 PACES E AND ACROSS THE ROAD FROM HIS HOUSE, 7 PACES S OF
 LZ0120'THE ROAD.  MARK PROJECTS 7 INCHES.
 LZ0120
 LZ0120                          STATION RECOVERY (1935)
 LZ0120
 LZ0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 LZ0120'3.5 MI W FROM BERWICK.
 LZ0120'3.5 MILES WEST ALONG THE ERIE-LACKAWANNA RAILROAD FROM BERWICK,
 LZ0120'1,120 FEET EAST OF MILEPOST 181, 160 FEET SOUTH OF THE CENTERLINE
 LZ0120'OF U.S. HIGHWAY 11, AT HIGHWAY STATION 511/00, 23 FEET WEST OF A
 LZ0120'SECONDARY ROAD, 90 FEET NORTH OF THE NORTH RAIL, AND 7 FEET LOWER
 LZ0120'THAN THE TOP OF THE RAIL.  A STANDARD TRIANGULATION-STATION DISK,
 LZ0120'STAMPED E. BASE BERWICK 1934 AND SET IN THE TOP OF A CONCRETE
 LZ0120'POST PROJECTING 4 INCHES ABOVE GROUND.
 LZ0120
 LZ0120                          STATION RECOVERY (1954)
 LZ0120
 LZ0120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 LZ0120'STATION IS PROBABLY COVERED BY CONSTRUCTION OF NEW HWY. 11.
 LZ0120
 LZ0120                          STATION RECOVERY (1958)
 LZ0120
 LZ0120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JEG)
 LZ0120'MEASUREMENTS FROM EXISTING REFERENCE POINTS INDICATE THAT THE STATION
 LZ0120'AND REFERENCE MARKS 1 AND 2 WERE DESTROYED WHEN THE NEW U.S.
 LZ0120'HIGHWAY 11 WAS CONSTRUCTED.  THIS WAS VERIFIED BY LOCAL INQUIRY.
 LZ0120'
 LZ0120'THE AZIMUTH MARK WAS NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0118 ***********************************************************************
 LZ0118  DESIGNATION -  BERWICK EAST BASE RM 3 AZIMUTH
 LZ0118  PID         -  LZ0118
 LZ0118  STATE/COUNTY-  PA/COLUMBIA
 LZ0118  USGS QUAD   -  MIFFLINVILLE (1989)
 LZ0118
 LZ0118                         *CURRENT SURVEY CONTROL
 LZ0118  ___________________________________________________________________
 LZ0118* NAD 83(1986)-  41 02 42.     (N)    076 17 35.     (W)     SCALED    
 LZ0118* NAVD 88     -       154.669  (meters)     507.44   (feet)  ADJUSTED  
 LZ0118  ___________________________________________________________________
 LZ0118  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 LZ0118  DYNAMIC HT  -         154.605 (meters)     507.23  (feet)  COMP
 LZ0118  MODELED GRAV-     980,209.4   (mgal)                       NAVD 88
 LZ0118
 LZ0118  VERT ORDER  -  SECOND    CLASS 0
 LZ0118
 LZ0118.The horizontal coordinates were scaled from a topographic map and have
 LZ0118.an estimated accuracy of +/- 6 seconds.
 LZ0118
 LZ0118.The orthometric height was determined by differential leveling
 LZ0118.and adjusted by the National Geodetic Survey in June 1991..
 LZ0118
 LZ0118.The geoid height was determined by GEOID03.
 LZ0118
 LZ0118.The dynamic height is computed by dividing the NAVD 88
 LZ0118.geopotential number by the normal gravity value computed on the
 LZ0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0118.degrees latitude (g = 980.6199 gals.).
 LZ0118
 LZ0118.The modeled gravity was interpolated from observed gravity values.
 LZ0118
 LZ0118;                    North         East    Units  Estimated Accuracy
 LZ0118;SPC PA N     -    98,570.      722,490.      MT  (+/- 180 meters Scaled)
 LZ0118
 LZ0118                          SUPERSEDED SURVEY CONTROL
 LZ0118
 LZ0118  NGVD 29 (??/??/92)  154.886  (m)          508.16   (f) ADJ UNCH    2 0
 LZ0118
 LZ0118.Superseded values are not recommended for survey control.
 LZ0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0118.See file dsdata.txt to determine how the superseded data were derived.
 LZ0118
 LZ0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL913445(NAD 83)
 LZ0118_MARKER: DR = REFERENCE MARK DISK
 LZ0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0118_STAMPING: E BASE BERWICK NO 3 AZ 1934
 LZ0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0118+STABILITY: SURFACE MOTION
 LZ0118
 LZ0118  HISTORY     - Date     Condition        Report By
 LZ0118  HISTORY     - 1934     MONUMENTED       CGS
 LZ0118  HISTORY     - 1935     GOOD             NGS
 LZ0118
 LZ0118                          STATION DESCRIPTION
 LZ0118
 LZ0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ0118'3.7 MI W FROM BERWICK.
 LZ0118'3.7 MILES WEST ALONG THE ERIE-LACKAWANNA RAILROAD FROM BERWICK,
 LZ0118'90 FEET NORTHEAST OF MILEPOST 181, 100 FEET NORTH OF THE NORTH
 LZ0118'RAIL, 20 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 11,
 LZ0118'AND 45 FEET NORTH OF A 30-INCH APPLE TREE.  A STANDARD REFERENCE-MARK
 LZ0118'DISK, STAMPED E. BASE BERWICK NO 3 AZ 1934 AND SET IN THE TOP
 LZ0118'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0119 ***********************************************************************
 LZ0119  DESIGNATION -  BERWICK EAST BASE RM 2
 LZ0119  PID         -  LZ0119
 LZ0119  STATE/COUNTY-  PA/COLUMBIA
 LZ0119  USGS QUAD   -  MIFFLINVILLE (1989)
 LZ0119
 LZ0119                         *CURRENT SURVEY CONTROL
 LZ0119  ___________________________________________________________________
 LZ0119* NAD 83(1986)-  41 02 44.     (N)    076 17 23.     (W)     SCALED    
 LZ0119* NAVD 88     -       152.677  (meters)     500.91   (feet)  ADJUSTED  
 LZ0119  ___________________________________________________________________
 LZ0119  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LZ0119  DYNAMIC HT  -         152.614 (meters)     500.70  (feet)  COMP
 LZ0119  MODELED GRAV-     980,210.6   (mgal)                       NAVD 88
 LZ0119
 LZ0119  VERT ORDER  -  SECOND    CLASS 0
 LZ0119
 LZ0119.The horizontal coordinates were scaled from a topographic map and have
 LZ0119.an estimated accuracy of +/- 6 seconds.
 LZ0119
 LZ0119.The orthometric height was determined by differential leveling
 LZ0119.and adjusted by the National Geodetic Survey in June 1991..
 LZ0119
 LZ0119.The geoid height was determined by GEOID03.
 LZ0119
 LZ0119.The dynamic height is computed by dividing the NAVD 88
 LZ0119.geopotential number by the normal gravity value computed on the
 LZ0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0119.degrees latitude (g = 980.6199 gals.).
 LZ0119
 LZ0119.The modeled gravity was interpolated from observed gravity values.
 LZ0119
 LZ0119;                    North         East    Units  Estimated Accuracy
 LZ0119;SPC PA N     -    98,640.      722,770.      MT  (+/- 180 meters Scaled)
 LZ0119
 LZ0119                          SUPERSEDED SURVEY CONTROL
 LZ0119
 LZ0119  NGVD 29 (??/??/92)  152.893  (m)          501.62   (f) ADJ UNCH    2 0
 LZ0119
 LZ0119.Superseded values are not recommended for survey control.
 LZ0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0119.See file dsdata.txt to determine how the superseded data were derived.
 LZ0119
 LZ0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL916446(NAD 83)
 LZ0119_MARKER: DR = REFERENCE MARK DISK
 LZ0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0119_STAMPING: E BASE BERWICK NO 2 1934
 LZ0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0119+STABILITY: SURFACE MOTION
 LZ0119
 LZ0119  HISTORY     - Date     Condition        Report By
 LZ0119  HISTORY     - 1934     MONUMENTED       CGS
 LZ0119  HISTORY     - 1935     GOOD             NGS
 LZ0119
 LZ0119                          STATION DESCRIPTION
 LZ0119
 LZ0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ0119'3.5 MI W FROM BERWICK.
 LZ0119'3.5 MILES WEST ALONG THE ERIE-LACKAWANNA RAILROAD FROM BERWICK,
 LZ0119'1,120 FEET EAST OF MILEPOST 181, 240 FEET SOUTH OF THE CENTERLINE
 LZ0119'OF U.S. HIGHWAY 11, AT HIGHWAY STATION 511/00, 12 FEET WEST OF
 LZ0119'THE CENTERLINE OF A SECONDARY ROAD, 12 FEET NORTH OF THE NORTH
 LZ0119'RAIL, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 LZ0119'REFERENCE-MARK DISK, STAMPED E. BASE BERWICK NO 2 1934 AND SET
 LZ0119'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0121 ***********************************************************************
 LZ0121  DESIGNATION -  BERWICK EAST BASE RM 1
 LZ0121  PID         -  LZ0121
 LZ0121  STATE/COUNTY-  PA/COLUMBIA
 LZ0121  USGS QUAD   -  MIFFLINVILLE (1989)
 LZ0121
 LZ0121                         *CURRENT SURVEY CONTROL
 LZ0121  ___________________________________________________________________
 LZ0121* NAD 83(1986)-  41 02 44.     (N)    076 17 23.     (W)     SCALED    
 LZ0121* NAVD 88     -       150.989  (meters)     495.37   (feet)  ADJUSTED  
 LZ0121  ___________________________________________________________________
 LZ0121  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LZ0121  DYNAMIC HT  -         150.927 (meters)     495.17  (feet)  COMP
 LZ0121  MODELED GRAV-     980,210.6   (mgal)                       NAVD 88
 LZ0121
 LZ0121  VERT ORDER  -  SECOND    CLASS 0
 LZ0121
 LZ0121.The horizontal coordinates were scaled from a topographic map and have
 LZ0121.an estimated accuracy of +/- 6 seconds.
 LZ0121
 LZ0121.The orthometric height was determined by differential leveling
 LZ0121.and adjusted by the National Geodetic Survey in June 1991..
 LZ0121
 LZ0121.The geoid height was determined by GEOID03.
 LZ0121
 LZ0121.The dynamic height is computed by dividing the NAVD 88
 LZ0121.geopotential number by the normal gravity value computed on the
 LZ0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0121.degrees latitude (g = 980.6199 gals.).
 LZ0121
 LZ0121.The modeled gravity was interpolated from observed gravity values.
 LZ0121
 LZ0121;                    North         East    Units  Estimated Accuracy
 LZ0121;SPC PA N     -    98,640.      722,770.      MT  (+/- 180 meters Scaled)
 LZ0121
 LZ0121                          SUPERSEDED SURVEY CONTROL
 LZ0121
 LZ0121  NGVD 29 (??/??/92)  151.206  (m)          496.08   (f) ADJ UNCH    2 0
 LZ0121
 LZ0121.Superseded values are not recommended for survey control.
 LZ0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0121.See file dsdata.txt to determine how the superseded data were derived.
 LZ0121
 LZ0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL916446(NAD 83)
 LZ0121_MARKER: DR = REFERENCE MARK DISK
 LZ0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0121_STAMPING: E BASE BERWICK NO 1 1934
 LZ0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0121+STABILITY: SURFACE MOTION
 LZ0121
 LZ0121  HISTORY     - Date     Condition        Report By
 LZ0121  HISTORY     - 1934     MONUMENTED       CGS
 LZ0121  HISTORY     - 1935     GOOD             NGS
 LZ0121
 LZ0121                          STATION DESCRIPTION
 LZ0121
 LZ0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ0121'3.5 MI W FROM BERWICK.
 LZ0121'3.5 MILES WEST ALONG THE ERIE-LACKAWANNA RAILROAD FROM BERWICK,
 LZ0121'1,120 FEET EAST OF MILEPOST 181, 200 FEET NORTH OF THE NORTH
 LZ0121'RAIL, 54 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 11, AT
 LZ0121'HIGHWAY STATION 511/00, 10 FEET WEST OF THE CENTERLINE OF A
 LZ0121'SECONDARY ROAD, AND 8 FEET LOWER THAN THE TOP OF THE RAIL.  A
 LZ0121'STANDARD REFERENCE-MARK DISK, STAMPED E. BASE BERWICK NO 1 1934
 LZ0121'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 LZ0121'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1903 ***********************************************************************
 LZ1903  DESIGNATION -  BERWICK WEST BASE
 LZ1903  PID         -  LZ1903
 LZ1903  STATE/COUNTY-  PA/COLUMBIA
 LZ1903  USGS QUAD   -  BLOOMSBURG (1983)
 LZ1903
 LZ1903                         *CURRENT SURVEY CONTROL
 LZ1903  ___________________________________________________________________
 LZ1903* NAD 83(1992)-  41 00 42.77614(N)    076 24 40.42875(W)     ADJUSTED  
 LZ1903* NAVD 88     -       146.     (meters)     479.     (feet)  SCALED    
 LZ1903  ___________________________________________________________________
 LZ1903  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 LZ1903  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 LZ1903
 LZ1903  HORZ ORDER  -  FIRST
 LZ1903
 LZ1903.The horizontal coordinates were established by classical geodetic methods
 LZ1903.and adjusted by the National Geodetic Survey in June 2002..
 LZ1903
 LZ1903.The orthometric height was scaled from a topographic map.
 LZ1903
 LZ1903.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1903
 LZ1903.The geoid height was determined by GEOID03.
 LZ1903
 LZ1903;                    North         East     Units Scale Factor Converg.
 LZ1903;SPC PA N     -    94,734.665   712,610.873   MT  0.99998174   +0 53 08.3
 LZ1903;SPC PA N     -   310,808.65  2,337,957.51   sFT  0.99998174   +0 53 08.3
 LZ1903;SPC PA S     -   187,237.515   712,613.936   MT  1.00000742   +0 52 06.9
 LZ1903;SPC PA S     -   614,295.08  2,337,967.56   sFT  1.00000742   +0 52 06.9
 LZ1903;UTM  18      - 4,541,035.218   381,333.006   MT  0.99977332   -0 55 34.2
 LZ1903
 LZ1903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1903!SPC PA N     -   0.99998226  x   0.99998174  =   0.99996400
 LZ1903!SPC PA S     -   0.99998226  x   1.00000742  =   0.99998968
 LZ1903!UTM  18      -   0.99998226  x   0.99977332  =   0.99975559
 LZ1903
 LZ1903|---------------------------------------------------------------------|
 LZ1903| PID    Reference Object                     Distance      Geod. Az  |
 LZ1903|                                                           dddmmss.s |
 LZ1903| LZ0111 BERWICK WEST BASE RM 1               38.710 METERS 08901     |
 LZ1903| LZ0110 BERWICK WEST BASE RM 2               34.198 METERS 22119     |
 LZ1903| LZ0112 BERWICK WEST BASE AZ MK                            3392416.0 |
 LZ1903|---------------------------------------------------------------------|
 LZ1903
 LZ1903                          SUPERSEDED SURVEY CONTROL
 LZ1903
 LZ1903  NAD 83(1986)-  41 00 42.77604(N)    076 24 40.42736(W) AD(       ) 1
 LZ1903  NAD 27      -  41 00 42.46100(N)    076 24 41.64600(W) AD(       ) 1
 LZ1903
 LZ1903.Superseded values are not recommended for survey control.
 LZ1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1903.See file dsdata.txt to determine how the superseded data were derived.
 LZ1903
 LZ1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL8133341035(NAD 83)
 LZ1903
 LZ1903  HISTORY     - Date     Condition        Report By
 LZ1903  HISTORY     - 1934     MONUMENTED       CGS
 LZ1903  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LZ1903  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LZ1903
 LZ1903                          STATION DESCRIPTION
 LZ1903
 LZ1903'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 LZ1903'STATION IS LOCATED IN THE TOWN OF ESPY, 1/2 MILE N OF THE MAIN
 LZ1903'BUSINESS SECTION AND 100 METERS (328 FEET) W OF THE ESPY RAILROAD
 LZ1903'STATION.  IT IS 72 METERS (236 FEET) W OF THE RAILROAD WATER TANK,
 LZ1903'8.5 METERS (28 FEET) N OF CENTER OF ROAD PARALLELING THE
 LZ1903'RAILROAD, AND 22.53 METERS N OF THE N RAIL OF TRACKS.
 LZ1903'
 LZ1903'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 LZ1903'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A.
 LZ1903'
 LZ1903'REFERENCE MARK NO. 1 IS 38.710 METERS ESE FROM STATION ON THE ROAD
 LZ1903'ROW, 9.57 METERS (31.4 FEET) N OF THE NORTH RAIL, 33.8 METERS (111
 LZ1903'FEET) W OF TANK.
 LZ1903'
 LZ1903'REFERENCE MARK NO. 2 IS 34.198 METERS WSW OF THE STATION ON THE ROAD
 LZ1903'ROW, 6.60 METERS (22 FEET) N OF THE N RAIL AND 2.2 METERS (7 FEET)
 LZ1903'ESE OF POLE NO. 187-25.
 LZ1903'
 LZ1903'AZIMUTH MARK IS 1/2 MILE NNW OF STATION.  IT IS 20 PACES S OF SE
 LZ1903'CORNER OF LARGE BARN, 1 METER (3 FEET) E OF THE SW CORNER OF OLD
 LZ1903'ROCK FOUNDATION ADJOINING BARN, AND A HALF METER S OF FOUNDATION.
 LZ1903'
 LZ1903'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 LZ1903
 LZ1903                          STATION RECOVERY (1935)
 LZ1903
 LZ1903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (HEB)
 LZ1903'BERWICK WEST BASE 1934, AN UNDERGROUND MARK (CONCRETE POST) 1.5 FEET
 LZ1903'IN DIAMETER AND 1.5 FEET BELOW SURFACE OF GROUND, LOCATED 26.34
 LZ1903'METERS N OF N RAIL OF THE DELAWARE, LACKAWANNA AND WESTERN RAILWAY
 LZ1903'AND 13.81 METERS N OF NEAREST TELEGRAPH POLE.  CONDITION OF MARK IS
 LZ1903'GOOD.
 LZ1903'
 LZ1903'BERWICK WEST BASE NO. 1 1934, A 0.95-FOOT SQUARE CONCRETE MONUMENT
 LZ1903'LOCATED 66.67 METERS E BY N OF BERWICK WEST BASE NO. 2 1934,
 LZ1903'13.33 METERS N OF N RAIL OF DELAWARE, LACKAWANNA AND WESTERN RAILWAY
 LZ1903'AND 4.2 METERS S OF CENTER LINE OF DIRT ROAD, PARALLELING RAILROAD.
 LZ1903'CONDITION OF MARK IS GOOD.
 LZ1903'
 LZ1903'BERWICK WEST BASE NO. 2 1934, A 0.95-FOOT SQUARE CONCRETE MONUMENT,
 LZ1903'PROJECTING 0.5 FOOT LOCATED 10.34 METERS NE OF DERAIL SIGN,
 LZ1903'9.04 METERS N OF N RAIL OF DELAWARE LACKAWANNA AND WESTERN RAILROAD,
 LZ1903'AND 8.69 METERS S OF CENTER LINE OF DIRT ROAD, PARALLELING
 LZ1903'RAILROAD.  CONDITION OF MARK IS GOOD.
 LZ1903'
 LZ1903'BERWICK WEST BASE AZ. MK. 1934, A 0.9-FOOT SQUARE CONCRETE MONUMENT
 LZ1903'PROJECTING 0.3 FOOT.  TO REACH FROM BERWICK WEST BASE, GO E ON
 LZ1903'DIRT ROAD PARALLELING RAILROAD FOR 0.1 MILE, TURN LEFT (N) FOR 0.6
 LZ1903'MILE TO JOHN FORINIS FARM.  MARK IS AT SW CORNER OF OLD BARN
 LZ1903'FOUNDATION, 0.629 METER E OF SW CORNER OF FOUNDATION AND 0.39 METER S
 LZ1903'OF N WALL OF FOUNDATION.  GOOD CONDITION.
 LZ1903
 LZ1903                          STATION RECOVERY (1958)
 LZ1903
 LZ1903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JEG)
 LZ1903'REFERENCE MARK NO. 2 WAS RECOVERED AND APPEARED TO BE IN POSITION.  A
 LZ1903'SECTION OF A CONCRETE MONUMENT WAS FOUND WHERE REFERENCE MARK 1
 LZ1903'SHOULD BE.  ANGULAR DIRECTIONS AND DISTANCES INDICATE THAT THE
 LZ1903'STATION WAS DESTROYED WHEN THE NEW U.S.  HIGHWAY 11 WAS CONSTRUCTED.
 LZ1903'
 LZ1903'THE AZIMUTH MARK WAS NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0112 ***********************************************************************
 LZ0112  DESIGNATION -  BERWICK WEST BASE AZ MK
 LZ0112  PID         -  LZ0112
 LZ0112  STATE/COUNTY-  PA/COLUMBIA
 LZ0112  USGS QUAD   -  BLOOMSBURG (1983)
 LZ0112
 LZ0112                         *CURRENT SURVEY CONTROL
 LZ0112  ___________________________________________________________________
 LZ0112* NAD 83(1986)-  41 00 54.     (N)    076 24 03.     (W)     SCALED    
 LZ0112* NAVD 88     -       176.963  (meters)     580.59   (feet)  ADJUSTED  
 LZ0112  ___________________________________________________________________
 LZ0112  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 LZ0112  DYNAMIC HT  -         176.890 (meters)     580.35  (feet)  COMP
 LZ0112  MODELED GRAV-     980,208.7   (mgal)                       NAVD 88
 LZ0112
 LZ0112  VERT ORDER  -  SECOND    CLASS 0
 LZ0112
 LZ0112.The horizontal coordinates were scaled from a topographic map and have
 LZ0112.an estimated accuracy of +/- 6 seconds.
 LZ0112
 LZ0112.The orthometric height was determined by differential leveling
 LZ0112.and adjusted by the National Geodetic Survey in June 1991..
 LZ0112
 LZ0112.The geoid height was determined by GEOID03.
 LZ0112
 LZ0112.The dynamic height is computed by dividing the NAVD 88
 LZ0112.geopotential number by the normal gravity value computed on the
 LZ0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0112.degrees latitude (g = 980.6199 gals.).
 LZ0112
 LZ0112.The modeled gravity was interpolated from observed gravity values.
 LZ0112
 LZ0112;                    North         East    Units  Estimated Accuracy
 LZ0112;SPC PA N     -    95,090.      713,480.      MT  (+/- 180 meters Scaled)
 LZ0112
 LZ0112                          SUPERSEDED SURVEY CONTROL
 LZ0112
 LZ0112  NGVD 29 (??/??/92)  177.182  (m)          581.30   (f) ADJ UNCH    2 0
 LZ0112
 LZ0112.Superseded values are not recommended for survey control.
 LZ0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0112.See file dsdata.txt to determine how the superseded data were derived.
 LZ0112
 LZ0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL822413(NAD 83)
 LZ0112_MARKER: DZ = AZIMUTH MARK DISK
 LZ0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0112_STAMPING: BERWICK WEST BASE AZ MK 1934
 LZ0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0112+STABILITY: SURFACE MOTION
 LZ0112
 LZ0112  HISTORY     - Date     Condition        Report By
 LZ0112  HISTORY     - 1934     MONUMENTED       CGS
 LZ0112  HISTORY     - 1942     MARK NOT FOUND   NGS
 LZ0112  HISTORY     - 20050421 MARK NOT FOUND   PADT
 LZ0112
 LZ0112                          STATION DESCRIPTION
 LZ0112
 LZ0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LZ0112'0.5 MI N FROM ESPY.
 LZ0112'0.5 MILE NORTH ALONG A HIGHWAY FROM ESPY, ON THE PROPERTY OF
 LZ0112'JOHN FORINI, 60 FEET WEST OF A 50- BY 70-FOOT WHITE BARN, AND
 LZ0112'AT THE NORTHWEST CORNER OF THE ROCK FOUNDATION OF A BARN WHICH
 LZ0112'HAS BEEN DESTROYED BY FIRE.  A STANDARD REFERENCE-MARK DISK,
 LZ0112'STAMPED BERWICK WEST BASE AZ MK 1934 AND SET IN THE TOP OF A
 LZ0112'CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.  NOTE-- MR. M.P.
 LZ0112'LENT, JUNIOR CONSTRUCTION INSPECTOR AT MANSFIELD, SAID THAT HE
 LZ0112'LOCATED THE FOUNDATION OF THE BARN BUT THERE WAS NO TRACE OF
 LZ0112'BENCH MARK.
 LZ0112
 LZ0112                          STATION RECOVERY (2005)
 LZ0112
 LZ0112'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (JAG)
 LZ0112'FOUNDATION DOES NOT EXIST ANY LONGER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0110 ***********************************************************************
 LZ0110  DESIGNATION -  BERWICK WEST BASE RM 2
 LZ0110  PID         -  LZ0110
 LZ0110  STATE/COUNTY-  PA/COLUMBIA
 LZ0110  USGS QUAD   -  BLOOMSBURG (1983)
 LZ0110
 LZ0110                         *CURRENT SURVEY CONTROL
 LZ0110  ___________________________________________________________________
 LZ0110* NAD 83(1986)-  41 00 42.     (N)    076 24 41.     (W)     SCALED    
 LZ0110* NAVD 88     -       148.878  (meters)     488.44   (feet)  ADJUSTED  
 LZ0110  ___________________________________________________________________
 LZ0110  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 LZ0110  DYNAMIC HT  -         148.816 (meters)     488.24  (feet)  COMP
 LZ0110  MODELED GRAV-     980,205.4   (mgal)                       NAVD 88
 LZ0110
 LZ0110  VERT ORDER  -  SECOND    CLASS 0
 LZ0110
 LZ0110.The horizontal coordinates were scaled from a topographic map and have
 LZ0110.an estimated accuracy of +/- 6 seconds.
 LZ0110
 LZ0110.The orthometric height was determined by differential leveling
 LZ0110.and adjusted by the National Geodetic Survey in June 1991..
 LZ0110
 LZ0110.The geoid height was determined by GEOID03.
 LZ0110
 LZ0110.The dynamic height is computed by dividing the NAVD 88
 LZ0110.geopotential number by the normal gravity value computed on the
 LZ0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0110.degrees latitude (g = 980.6199 gals.).
 LZ0110
 LZ0110.The modeled gravity was interpolated from observed gravity values.
 LZ0110
 LZ0110;                    North         East    Units  Estimated Accuracy
 LZ0110;SPC PA N     -    94,710.      712,600.      MT  (+/- 180 meters Scaled)
 LZ0110
 LZ0110                          SUPERSEDED SURVEY CONTROL
 LZ0110
 LZ0110  NGVD 29 (??/??/92)  149.096  (m)          489.16   (f) ADJ UNCH    2 0
 LZ0110
 LZ0110.Superseded values are not recommended for survey control.
 LZ0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0110.See file dsdata.txt to determine how the superseded data were derived.
 LZ0110
 LZ0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL813410(NAD 83)
 LZ0110_MARKER: DR = REFERENCE MARK DISK
 LZ0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0110_STAMPING: BERWICK WEST BASE NO 2 1934
 LZ0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0110+STABILITY: SURFACE MOTION
 LZ0110
 LZ0110  HISTORY     - Date     Condition        Report By
 LZ0110  HISTORY     - 1934     MONUMENTED       CGS
 LZ0110  HISTORY     - 1942     GOOD             NGS
 LZ0110  HISTORY     - 20050421 MARK NOT FOUND   PADT
 LZ0110
 LZ0110                          STATION DESCRIPTION
 LZ0110
 LZ0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LZ0110'AT ESPY.
 LZ0110'AT ESPY, COLUMBIA COUNTY, ON THE ERIE-LACKAWANNA RAILROAD,
 LZ0110'1,820 FEET EAST OF MILEPOST 188, 470 FEET WEST OF THE STATION,
 LZ0110'8 FEET SOUTHEAST OF POLE 187+25, 36 FEET NORTH OF THE NORTH
 LZ0110'RAIL OF THE MAIN TRACK, AND LEVEL WITH THE TOP OF THE RAIL.
 LZ0110'A STANDARD REFERENCE-MARK DISK, STAMPED BERWICK WEST BASE NO 2
 LZ0110'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 LZ0110'ABOVE GROUND.
 LZ0110
 LZ0110                          STATION RECOVERY (2005)
 LZ0110
 LZ0110'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (JAG)
 LZ0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0111 ***********************************************************************
 LZ0111  DESIGNATION -  BERWICK WEST BASE RM 1
 LZ0111  PID         -  LZ0111
 LZ0111  STATE/COUNTY-  PA/COLUMBIA
 LZ0111  USGS QUAD   -  BLOOMSBURG (1983)
 LZ0111
 LZ0111                         *CURRENT SURVEY CONTROL
 LZ0111  ___________________________________________________________________
 LZ0111* NAD 83(1986)-  41 00 42.     (N)    076 24 41.     (W)     SCALED    
 LZ0111* NAVD 88     -       149.782  (meters)     491.41   (feet)  ADJUSTED  
 LZ0111  ___________________________________________________________________
 LZ0111  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 LZ0111  DYNAMIC HT  -         149.720 (meters)     491.21  (feet)  COMP
 LZ0111  MODELED GRAV-     980,205.4   (mgal)                       NAVD 88
 LZ0111
 LZ0111  VERT ORDER  -  SECOND    CLASS 0
 LZ0111
 LZ0111.The horizontal coordinates were scaled from a topographic map and have
 LZ0111.an estimated accuracy of +/- 6 seconds.
 LZ0111
 LZ0111.The orthometric height was determined by differential leveling
 LZ0111.and adjusted by the National Geodetic Survey in June 1991..
 LZ0111
 LZ0111.The geoid height was determined by GEOID03.
 LZ0111
 LZ0111.The dynamic height is computed by dividing the NAVD 88
 LZ0111.geopotential number by the normal gravity value computed on the
 LZ0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0111.degrees latitude (g = 980.6199 gals.).
 LZ0111
 LZ0111.The modeled gravity was interpolated from observed gravity values.
 LZ0111
 LZ0111;                    North         East    Units  Estimated Accuracy
 LZ0111;SPC PA N     -    94,710.      712,600.      MT  (+/- 180 meters Scaled)
 LZ0111
 LZ0111                          SUPERSEDED SURVEY CONTROL
 LZ0111
 LZ0111  NGVD 29 (??/??/92)  150.000  (m)          492.12   (f) ADJ UNCH    2 0
 LZ0111
 LZ0111.Superseded values are not recommended for survey control.
 LZ0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0111.See file dsdata.txt to determine how the superseded data were derived.
 LZ0111
 LZ0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL813410(NAD 83)
 LZ0111_MARKER: DR = REFERENCE MARK DISK
 LZ0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0111_STAMPING: BERWICK WEST BASE NO 1 1934
 LZ0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0111+STABILITY: SURFACE MOTION
 LZ0111
 LZ0111  HISTORY     - Date     Condition        Report By
 LZ0111  HISTORY     - 1934     MONUMENTED       CGS
 LZ0111  HISTORY     - 1942     GOOD             NGS
 LZ0111  HISTORY     - 20050421 MARK NOT FOUND   PADT
 LZ0111
 LZ0111                          STATION DESCRIPTION
 LZ0111
 LZ0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LZ0111'AT ESPY.
 LZ0111'AT ESPY, COLUMBIA COUNTY, ON THE ERIE-LACKAWANNA RAILROAD, 2,030
 LZ0111'FEET EAST OF MILEPOST 188, 240 FEET WEST OF THE STATION, 4
 LZ0111'FEET WEST OF POLE 187+23, 70 FEET NORTH OF SECTION TOOL HOUSE
 LZ0111'410, 40 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AND
 LZ0111'ABOUT 2 FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD
 LZ0111'REFERENCE-MARK DISK, STAMPED BERWICK WEST BASE NO 1 1934 AND
 LZ0111'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 LZ0111'GROUND.
 LZ0111
 LZ0111                          STATION RECOVERY (2005)
 LZ0111
 LZ0111'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (JAG)
 LZ0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1969 ***********************************************************************
 KX1969  DESIGNATION -  BETH
 KX1969  PID         -  KX1969
 KX1969  STATE/COUNTY-  PA/ARMSTRONG
 KX1969  USGS QUAD   -  DISTANT (1993)
 KX1969
 KX1969                         *CURRENT SURVEY CONTROL
 KX1969  ___________________________________________________________________
 KX1969* NAD 83(1992)-  40 59 11.16121(N)    079 19 04.99581(W)     ADJUSTED  
 KX1969* NAVD 88     -       463.     (meters)    1519.     (feet)  SCALED    
 KX1969  ___________________________________________________________________
 KX1969  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 KX1969  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KX1969
 KX1969  HORZ ORDER  -  SECOND
 KX1969
 KX1969.The horizontal coordinates were established by classical geodetic methods
 KX1969.and adjusted by the National Geodetic Survey in June 2002..
 KX1969
 KX1969.The orthometric height was scaled from a topographic map.
 KX1969
 KX1969.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1969
 KX1969.The geoid height was determined by GEOID03.
 KX1969
 KX1969;                    North         East     Units Scale Factor Converg.
 KX1969;SPC PA S     -   184,729.198   468,050.922   MT  1.00000317   -1 01 02.4
 KX1969;SPC PA S     -   606,065.71  1,535,597.07   sFT  1.00000317   -1 01 02.4
 KX1969;SPC PA N     -    92,232.655   468,053.600   MT  0.99998496   -1 02 14.4
 KX1969;SPC PA N     -   302,599.97  1,535,605.85   sFT  0.99998496   -1 02 14.4
 KX1969;UTM  17      - 4,538,613.347   641,486.080   MT  0.99984638   +1 06 12.0
 KX1969
 KX1969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX1969!SPC PA S     -   0.99993258  x   1.00000317  =   0.99993575
 KX1969!SPC PA N     -   0.99993258  x   0.99998496  =   0.99991754
 KX1969!UTM  17      -   0.99993258  x   0.99984638  =   0.99977897
 KX1969
 KX1969:                Primary Azimuth Mark                     Grid Az
 KX1969:SPC PA S     -  PEOPLES NATURAL GAS CO MAST              013 04 02.3
 KX1969:SPC PA N     -  PEOPLES NATURAL GAS CO MAST              013 05 14.3
 KX1969:UTM  17      -  PEOPLES NATURAL GAS CO MAST              010 56 47.9
 KX1969
 KX1969|---------------------------------------------------------------------|
 KX1969| PID    Reference Object                     Distance      Geod. Az  |
 KX1969|                                                           dddmmss.s |
 KX1969| MA1946 PEOPLES NATURAL GAS CO MAST         APPROX.13.3 KM 0120259.9 |
 KX1969| CX3243 BETH RM 1                            34.650 METERS 06525     |
 KX1969| CX3244 BETH RM 2                            29.307 METERS 19353     |
 KX1969| CX3242 BETH AZ MK                                         2091452.6 |
 KX1969|---------------------------------------------------------------------|
 KX1969
 KX1969                          SUPERSEDED SURVEY CONTROL
 KX1969
 KX1969  NAD 83(1986)-  40 59 11.16364(N)    079 19 05.00002(W) AD(       ) 2
 KX1969  NAD 27      -  40 59 10.93090(N)    079 19 05.85730(W) AD(       ) 2
 KX1969
 KX1969.Superseded values are not recommended for survey control.
 KX1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1969.See file dsdata.txt to determine how the superseded data were derived.
 KX1969
 KX1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF4148638613(NAD 83)
 KX1969_MARKER: DS = TRIANGULATION STATION DISK
 KX1969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1969
 KX1969  HISTORY     - Date     Condition        Report By
 KX1969  HISTORY     - 1958     MONUMENTED       CGS
 KX1969
 KX1969                          STATION DESCRIPTION
 KX1969
 KX1969'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX1969'THE STATION IS APPROXIMATELY 3/4 MILE SOUTH OF NEW BETHLEHEM, 1.0
 KX1969'MILE EAST OF STATE HIGHWAYS 28 AND 66, 0.1 MILE WEST OF WHERE
 KX1969'STATE HIGHWAY 839 CROSSES OVER THE CREST OF HILL AND IS ON PROPERTY
 KX1969'OWNED BY MR. GERALD A. SMITH.
 KX1969'
 KX1969'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 28, 66 AND 839 AT THE
 KX1969'WEST END OF BRIDGE IN NEW BETHLEHEM, GO SOUTHERLY ON
 KX1969'STATE HIGHWAY 839 FOR 1.85 MILES TO A ROAD FORK AT TOP OF HILL. TAKE
 KX1969'RIGHT FORK, GO 0.05 MILE TO THE STATION ON THE RIGHT. TO REACH
 KX1969'THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ON SURFACED ROAD FOR
 KX1969'0.55 MILE TO THE AZIMUTH MARK ON THE LEFT.
 KX1969'
 KX1969'STATION MARKS ARE STANDARD DISKS STAMPED BETH 1958. THE SURFACE DISK
 KX1969'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 KX1969'SURFACE OF THE GROUND. IT IS 133 FEET WEST OF AN APPLE TREE, 70 FEET
 KX1969'NORTHWEST OF THE CENTER OF ROAD AND 45 FEET WEST-NORTHWEST
 KX1969'OF A POWER LINE POLE. THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 KX1969'MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF THE GROUND.
 KX1969'
 KX1969'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BETH NO 1 1958, IS SET
 KX1969'IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES. IT IS 26
 KX1969'FEET NORTH OF THE CENTER OF ROAD AND 20 FEET WEST OF AN APPLE TREE.
 KX1969'
 KX1969'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BETH NO 2 1958, IS SET
 KX1969'IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES. IT IS 79
 KX1969'FEET SOUTHWEST OF ENTRANCE TO FIELD AND 25 FEET NORTHWEST OF THE
 KX1969'CENTER OF ROAD. A STANDARD WITNESS POST WAS SET 1.6 FEET
 KX1969'SOUTHWEST OF THE MARK.
 KX1969'
 KX1969'AZIMUTH MARK, A STANDARD DISK STAMPED BETH 1958, IS SET IN A SQUARE
 KX1969'CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS APPROXIMATELY
 KX1969'0.1 MILE SOUTH OF A BARN, 15 FEET EAST OF THE CENTER OF ROAD AND 1
 KX1969'FOOT NORTHWEST OF A TELEPHONE POLE. A STANDARD WITNESS POST
 KX1969'WAS SET 2 FEET SOUTH OF THE MARK.
 KX1969'
 KX1969'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3603 ***********************************************************************
 KV3603  DESIGNATION -  BETH
 KV3603  PID         -  KV3603
 KV3603  STATE/COUNTY-  PA/NORTHAMPTON
 KV3603  USGS QUAD   -  HELLERTOWN (1992)
 KV3603
 KV3603                         *CURRENT SURVEY CONTROL
 KV3603  ___________________________________________________________________
 KV3603* NAD 83(1992)-  40 37 25.43428(N)    075 22 17.37021(W)     ADJUSTED  
 KV3603* NAVD 88     -       110.4    (meters)     362.     (feet)  VERTCON   
 KV3603  ___________________________________________________________________
 KV3603  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 KV3603  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 KV3603
 KV3603  HORZ ORDER  -  THIRD
 KV3603
 KV3603.The horizontal coordinates were established by classical geodetic methods
 KV3603.and adjusted by the National Geodetic Survey in June 2002..
 KV3603
 KV3603.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV3603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV3603
 KV3603.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3603
 KV3603.The geoid height was determined by GEOID03.
 KV3603
 KV3603;                    North         East     Units Scale Factor Converg.
 KV3603;SPC PA S     -   145,990.312   801,218.362   MT  0.99996405   +1 32 35.4
 KV3603;SPC PA S     -   478,969.88  2,628,663.91   sFT  0.99996405   +1 32 35.4
 KV3603;UTM  18      - 4,497,055.403   468,579.946   MT  0.99961215   -0 14 30.8
 KV3603
 KV3603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3603!SPC PA S     -   0.99998808  x   0.99996405  =   0.99995213
 KV3603!UTM  18      -   0.99998808  x   0.99961215  =   0.99960023
 KV3603
 KV3603:                Primary Azimuth Mark                     Grid Az
 KV3603:SPC PA S     -  BETHLEHEM SUREFIT FURN SLIP TK           096 38 38.2
 KV3603:UTM  18      -  BETHLEHEM SUREFIT FURN SLIP TK           098 25 44.4
 KV3603
 KV3603|---------------------------------------------------------------------|
 KV3603| PID    Reference Object                     Distance      Geod. Az  |
 KV3603|                                                           dddmmss.s |
 KV3603| KV3604 BETHLEHEM SUREFIT FURN SLIP TK      APPROX. 0.8 KM 0981113.6 |
 KV3603| CB2752 BETH RM 2                            20.652 METERS 21612     |
 KV3603| KV3612 ALLENTOWN RADIO STA WFMZ MAST       APPROX. 8.2 KM 2201628.5 |
 KV3603| KV3613 BIG ROCK 2                          APPROX. 8.6 KM 2204328.1 |
 KV3603| KV3614 ALLENTOWN TV STA WLEV MAST          APPROX. 5.0 KM 2354556.8 |
 KV3603| CB2753 BETH RM 3                            76.959 METERS 28720     |
 KV3603| KV3849 ALLENTOWN RADIO WAEB CEN MAST       APPROX.12.7 KM 2883551.6 |
 KV3603| CB2751 BETH RM 1                            17.775 METERS 34205     |
 KV3603|---------------------------------------------------------------------|
 KV3603
 KV3603                          SUPERSEDED SURVEY CONTROL
 KV3603
 KV3603  NAD 83(1996)-  40 37 25.43425(N)    075 22 17.37088(W) AD(       ) 3
 KV3603  NAD 83(1986)-  40 37 25.43224(N)    075 22 17.37604(W) AD(       ) 3
 KV3603  NAD 27      -  40 37 25.07300(N)    075 22 18.73030(W) AD(       ) 3
 KV3603  NGVD 29 (07/19/86)  110.6    (m)          363.     (f) VERT ANG       
 KV3603
 KV3603.Superseded values are not recommended for survey control.
 KV3603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3603.See file dsdata.txt to determine how the superseded data were derived.
 KV3603
 KV3603_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6858097055(NAD 83)
 KV3603_MARKER: DS = TRIANGULATION STATION DISK
 KV3603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3603+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2004
 KV3603
 KV3603  HISTORY     - Date     Condition        Report By
 KV3603  HISTORY     - 1960     MONUMENTED       CGS
 KV3603  HISTORY     - 1963     GOOD             CGS
 KV3603  HISTORY     - 1973     GOOD             PADT
 KV3603  HISTORY     - 20010331 GOOD             NGS
 KV3603  HISTORY     - 20040826 GOOD             RETTEW
 KV3603
 KV3603                          STATION DESCRIPTION
 KV3603
 KV3603'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV3603'STATION IS LOCATED IN THE NORTHEAST SECTION OF BETHLEHEM AT THE EAST
 KV3603'END OF TANK HILL PLAYGROUND.  IT IS LOCATED ON EAST NORTH STREET
 KV3603'WEST OF LINDON STREET AND ON PROPERTY OWNED BY THE CITY OF BETHLEHEM.
 KV3603'
 KV3603'TO REACH THE STATION FROM THE INTERSECTION OF NORTH NEW AND WEST
 KV3603'BROAD STREETS, IN THE CENTER OF BETHLEHEM, GO NORTH ON NORTH NEW
 KV3603'STREET FOR 0.1 MILE TO EAST NORTH STREET.  TURN RIGHT AND GO EAST ON
 KV3603'EAST NORTH STREET FOR 0.35 MILE TO THE EAST EDGE OF TANK HILL
 KV3603'PLAYGROUND, A LARGE STANDPIPE AND STATION ON THE LEFT.
 KV3603'
 KV3603'STATION, STAMPED BETH 1960, IS A STANDARD USC AND GS BRONZE DISK SET
 KV3603'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 KV3603'WITH THE GROUND.  IT IS 57.8 FEET SOUTHEAST OF STANDPIPE, 37.6 FEET
 KV3603'EAST OF A WATER FOUNTAIN AND 12.8 FEET WEST OF FENCE LINE.
 KV3603'
 KV3603'R. M. NO 1, STAMPED BETH NO 1 1960, IS A STANDARD USC AND GS BRONZE
 KV3603'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE FOUNDATION OF
 KV3603'STANDPIPE.  IT IS 95.4 FEET NORTH OF WATER FOUNTAIN, 31.7 FEET WEST
 KV3603'OF FENCE LINE, 6 INCHES SOUTHWEST OF STANDPIPE AND ABOUT 5 FEET
 KV3603'ABOVE STATION ELEVATION.
 KV3603'
 KV3603'R. M. NO 2, STAMPED BETH NO 2 1960, SI A STANDARD USC AND GS BRONZE
 KV3603'DISK COMENTED IN A DRILL HOLE IN THE TOP OF A ROCK WALL ALONG
 KV3603'THE NORTH SIDE OF EAST NORTH STREET.  IT 103.0 FEET SOUTH OF
 KV3603'STANDPIPE, 51.9 FEET WEST OF THE SOUTHWEST CORNER OF CYCLONE FENCE,
 KV3603'46.8 FEET WEST SOUTHWEST OF WATER FOUNTAIN AND ABOUT 2.0 FEET BELOW
 KV3603'STATION ELEVATION.
 KV3603'
 KV3603'R. M. NO 3, STAMPED BETH NO 3 1960, IS A STANDARD USC AND GS BRONZE
 KV3603'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 KV3603'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS LOCATED AT THE WEST
 KV3603'EDGE OF PLAYGROUND 180.0 FEET WEST OF STANDPIPE, 80.6 FEET
 KV3603'NORTH OF THE NORTHEAST CORNER OF A YELLOW BRICK BUILDING, 12.0 FEET
 KV3603'EAST OF THE CENTER LINE OF AN ALLEY AND 9.0 FEET WEST OF THE
 KV3603'WEST EDGE OF HARD SURFACED PLAYGROUND.  IT IS ABOUT 5.0 FEET LOWER
 KV3603'THAN THE STATION.
 KV3603'
 KV3603'HEIGHT OF LIGHT ABOVE STATION MARK 26.40 METERS
 KV3603
 KV3603                          STATION RECOVERY (1963)
 KV3603
 KV3603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RMB)
 KV3603'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 KV3603
 KV3603                          STATION RECOVERY (1973)
 KV3603
 KV3603'RECOVERY NOTE BY PA DEPT OF TRANSP 1973
 KV3603'BETH 1960 RECOVERED GOOD.
 KV3603'
 KV3603'BETH NO 3 1960, BETH NO 2 1960 RECOVERED GOOD.
 KV3603'
 KV3603'BETH NO 1 1960 DESTROYED.
 KV3603'
 KV3603'ALL MARKS WERE FOUND AS DESCRIBED WITH THE EXCEPTION OF BETH NO 1
 KV3603'DESTROYED WHEN WATER TANK AND STANDPIPE WERE REMOVED.  THE PARK IS
 KV3603'NO LONGER CALLED TANK HILL PLAYGROUND BUT WAS RENAMED FRIENDSHIP
 KV3603'PARK.  ALL OTHER PERTENENT FEATURES STILL REMAIN.
 KV3603
 KV3603                          STATION RECOVERY (2001)
 KV3603
 KV3603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV3603'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV3603
 KV3603                          STATION RECOVERY (2004)
 KV3603
 KV3603'RECOVERY NOTE BY RETTEW ASSOCIATES 2004 (BDT)
 KV3603'STATION AND RM2 ARE BOTH SUITABLE FOR GPS OBSERVATIONS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3044 ***********************************************************************
 KW3044  DESIGNATION -  BETHEL
 KW3044  PID         -  KW3044
 KW3044  STATE/COUNTY-  PA/BERKS
 KW3044  USGS QUAD   -  BETHEL (1992)
 KW3044
 KW3044                         *CURRENT SURVEY CONTROL
 KW3044  ___________________________________________________________________
 KW3044* NAD 83(1992)-  40 28 43.25957(N)    076 15 20.06385(W)     ADJUSTED  
 KW3044* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 KW3044  ___________________________________________________________________
 KW3044  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 KW3044  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 KW3044
 KW3044  HORZ ORDER  -  SECOND
 KW3044
 KW3044.The horizontal coordinates were established by classical geodetic methods
 KW3044.and adjusted by the National Geodetic Survey in June 2002..
 KW3044
 KW3044.The orthometric height was scaled from a topographic map.
 KW3044
 KW3044.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3044
 KW3044.The geoid height was determined by GEOID03.
 KW3044
 KW3044;                    North         East     Units Scale Factor Converg.
 KW3044;SPC PA S     -   128,246.212   726,708.134   MT  0.99995962   +0 58 10.5
 KW3044;SPC PA S     -   420,754.45  2,384,208.27   sFT  0.99995962   +0 58 10.5
 KW3044;UTM  18      - 4,481,645.626   393,575.408   MT  0.99973942   -0 48 54.5
 KW3044
 KW3044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3044!SPC PA S     -   0.99997816  x   0.99995962  =   0.99993778
 KW3044!UTM  18      -   0.99997816  x   0.99973942  =   0.99971759
 KW3044
 KW3044|---------------------------------------------------------------------|
 KW3044| PID    Reference Object                     Distance      Geod. Az  |
 KW3044|                                                           dddmmss.s |
 KW3044| CB2757 BETHEL RM 1                          31.836 METERS 13334     |
 KW3044| CB2758 BETHEL RM 2                          33.056 METERS 21321     |
 KW3044| CB2756 BETHEL AZ MK                                       2644402.6 |
 KW3044|---------------------------------------------------------------------|
 KW3044
 KW3044                          SUPERSEDED SURVEY CONTROL
 KW3044
 KW3044  NAD 83(1986)-  40 28 43.25269(N)    076 15 20.06889(W) AD(       ) 2
 KW3044  NAD 27      -  40 28 42.92000(N)    076 15 21.24700(W) AD(       ) 2
 KW3044
 KW3044.Superseded values are not recommended for survey control.
 KW3044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3044.See file dsdata.txt to determine how the superseded data were derived.
 KW3044
 KW3044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK9357581646(NAD 83)
 KW3044_MARKER: DS = TRIANGULATION STATION DISK
 KW3044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3044
 KW3044  HISTORY     - Date     Condition        Report By
 KW3044  HISTORY     - 1942     MONUMENTED       CGS
 KW3044  HISTORY     - 1947     GOOD             CGS
 KW3044  HISTORY     - 19941119 MARK NOT FOUND   USPSQD
 KW3044  HISTORY     - 20021130 MARK NOT FOUND   USPSQD
 KW3044
 KW3044                          STATION DESCRIPTION
 KW3044
 KW3044'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW3044'THE STATION IS ABOUT 2 MILES E OF BETHEL, ABOUT 2 MILES N OF
 KW3044'REHRERSBURG, ABOUT 7.75 MILES NNE OF MYERSTOWN AND ON PROPERTY
 KW3044'OWNED BY MR. C.R. BOSHORE.  IT IS MARKED WITH A STANDARD DISK SET IN
 KW3044'A SQUARE CONCRETE BLOCK ON THE TOP OF A ROUND TOP HILL, 42 FEET W
 KW3044'OF A QUARRY CUT, 300 FEET SE OF FILLING STATION ON U.S. HIGHWAY 22,
 KW3044'AND 100 FEET NW OF 10-INCH BLAZED LOCUST.
 KW3044'
 KW3044'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS SET IN
 KW3044'CONCRETE.
 KW3044'
 KW3044'UNDERGROUND MARK IS A STANDARD DISK SET IN BEDROCK.
 KW3044'
 KW3044'REFERENCE MARK NO. 1 IS SE OF THE STATION, 12 FEET E OF FORKED
 KW3044'(BLAZED) LOCUST, AND ON THE EDGE OF QUARRY CUT.  MARK PROJECTS 4
 KW3044'INCHES.
 KW3044'
 KW3044'REFERENCE MARK NO. 2 IS S OF THE STATION, 15 FEET S OF FARM ROAD, AND
 KW3044'AT THE CORNER OF THE FIELD.  MARK PROJECTS 4 INCHES.
 KW3044'
 KW3044'AZIMUTH MARK IS ABOUT 0.4 MILE W OF THE STATION, 6 INCHES NE OF
 KW3044'CONCRETE FOOTING FOR FEED STORE ON N SIDE, 54 FEET SW OF CENTER
 KW3044'LINE OF U.S. HIGHWAY 22, AND AT THE CENTER OF THE E END OF THE FEED
 KW3044'STORE.
 KW3044'
 KW3044'ALL MARKS ARE STAMPED WITH THEIR RESPECTIVE NUMBERS AND THE NAME AND
 KW3044'DATE OF THE STATION.
 KW3044'
 KW3044'THE STATION IS REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 22 AND
 KW3044'STATE HIGHWAY 243 IN BETHEL, GO E ON U.S. HIGHWAY 22 FOR 1.9 MILES TO
 KW3044'DIM SIDE ROAD RIGHT AT SIGNBOARD, TURN RIGHT ON DIM ROAD AND FOLLOW
 KW3044'FOR 0.25 MILE TO TOP OF HILL AND STATION ON THE LEFT NEAR GRAVEL
 KW3044'PIT.
 KW3044'
 KW3044'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 KW3044
 KW3044                          STATION RECOVERY (1947)
 KW3044
 KW3044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RCB)
 KW3044'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT THE GRAVEL PIT HAS
 KW3044'NOW BEEN ENLARGED AND THE REFERENCE MARKS HAVE BEEN DESTROYED.
 KW3044'THE PIT IS TO BE ENLARGED STILL MORE WHICH WILL DESTROY THE STATION
 KW3044'MARK ALSO.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 KW3044'
 KW3044'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF REHERSBERG AND 2
 KW3044'MILES EAST OF BETHEL.  IT IS ABOUT 200 FEET SOUTH OF U.S. HIGHWAY
 KW3044'22, IN THE APPROXIMATE CENTER OF A LARGE GRAVEL PIT OWNED BY MR. C.R.
 KW3044'BASHORE OF BETHEL, PA.  THE MARK IS NOW ON A PINNACLE OF SHALE AND
 KW3044'GRAVEL ABOUT 20 FEET TALL AND 8 FEET ACROSS AT THE TOP.  THIS
 KW3044'PINNACLE WILL SOON BE TORN DOWN SO A NEW STATION, BETHEL 2 WAS SET,
 KW3044'IN LINE WITH AND TOWARDS THE AZIMUTH MARK WHICH WAS FOUND TO BE IN
 KW3044'GOOD CONDITION.  BETHEL 2 IS 412.68 FEET, 125.785 METERS
 KW3044'(ADJUSTED) FROM BETHEL, AND IS ABOUT 12 INCHES BELOW THE SURFACE
 KW3044'OF THE GROUND.
 KW3044'
 KW3044'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 501 AND
 KW3044'U.S. HIGHWAY 22 IN BETHEL, GO EAST ON U.S. 22 FOR 1.9 MILES TO A
 KW3044'SIDE ROAD RIGHT.  TURN RIGHT AND GO 200 FEET TO BETHEL 2 ON THE LEFT.
 KW3044'CONTINUE ON TRACK ROAD, BEARING TO THE LEFT TOWARDS THE GRAVEL PIT
 KW3044'TO THE CENTER OF THE PIT AND THE STATION.  THE AZIMUTH MARK IS
 KW3044'APPROXIMATELY 0.4 MI.  WEST OF THE STATION, 54 FEET SOUTH OF THE
 KW3044'CENTERLINE OF U.S. 22 AND 6 INCHES EAST OF THE CENTER FOUNDATION
 KW3044'BLOCK OF A FEED STORE AND MILL.  THE MARK PROJECTS ABOUT 4 INCHES
 KW3044'AND THE DISK IS STAMPED BETHEL 1942.
 KW3044
 KW3044                          STATION RECOVERY (1994)
 KW3044
 KW3044'RECOVERY NOTE BY US POWER SQUADRON 1994
 KW3044'MARK NOT FOUND.
 KW3044
 KW3044                          STATION RECOVERY (2002)
 KW3044
 KW3044'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW3044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3319 ***********************************************************************
 JU3319  DESIGNATION -  BETHEL 1839
 JU3319  PID         -  JU3319
 JU3319  STATE/COUNTY-  PA/DELAWARE
 JU3319  USGS QUAD   -  MARCUS HOOK (1993)
 JU3319
 JU3319                         *CURRENT SURVEY CONTROL
 JU3319  ___________________________________________________________________
 JU3319* NAD 83(1992)-  39 50 46.24446(N)    075 29 24.19119(W)     ADJUSTED  
 JU3319* NAVD 88     -       122.9    (meters)     403.     (feet)  GPS OBS   
 JU3319  ___________________________________________________________________
 JU3319  X           -   1,228,621.982 (meters)                     COMP
 JU3319  Y           -  -4,747,328.600 (meters)                     COMP
 JU3319  Z           -   4,064,945.062 (meters)                     COMP
 JU3319  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 JU3319  ELLIP HEIGHT-          89.99  (meters)          (08/10/01) GPS OBS
 JU3319  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JU3319
 JU3319  HORZ ORDER  -  FIRST
 JU3319  ELLP ORDER  -  FOURTH    CLASS II
 JU3319
 JU3319.The horizontal coordinates were established by GPS observations
 JU3319.and adjusted by the National Geodetic Survey in June 1994..
 JU3319
 JU3319.The orthometric height was determined by GPS observations and a
 JU3319.high-resolution geoid model.
 JU3319
 JU3319.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3319
 JU3319.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3319
 JU3319.The ellipsoidal height was determined by GPS observations
 JU3319.and is referenced to NAD 83.
 JU3319
 JU3319.The geoid height was determined by GEOID03.
 JU3319
 JU3319;                    North         East     Units Scale Factor Converg.
 JU3319;SPC PA S     -    59,418.601   793,399.658   MT  1.00001477   +1 27 58.5
 JU3319;SPC PA S     -   194,942.53  2,603,012.04   sFT  1.00001477   +1 27 58.5
 JU3319;SPC DE       -   204,953.335   193,719.241   MT  0.99999549   -0 02 49.3
 JU3319;SPC DE       -   672,417.73    635,560.54   sFT  0.99999549   -0 02 49.3
 JU3319;SPC NJ       -   112,905.939    65,273.858   MT  0.99998835   -0 38 03.8
 JU3319;SPC NJ       -   370,425.57    214,152.65   sFT  0.99998835   -0 38 03.8
 JU3319;UTM  18      - 4,410,799.700   458,075.411   MT  0.99962164   -0 18 50.4
 JU3319
 JU3319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3319!SPC PA S     -   0.99998588  x   1.00001477  =   1.00000065
 JU3319!SPC DE       -   0.99998588  x   0.99999549  =   0.99998137
 JU3319!SPC NJ       -   0.99998588  x   0.99998835  =   0.99997423
 JU3319!UTM  18      -   0.99998588  x   0.99962164  =   0.99960753
 JU3319
 JU3319:                Primary Azimuth Mark                     Grid Az
 JU3319:SPC PA S     -  YARD 1837                                030 27 53.2
 JU3319:SPC DE       -  YARD 1837                                031 58 41.0
 JU3319:SPC NJ       -  YARD 1837                                032 33 55.5
 JU3319:UTM  18      -  YARD 1837                                032 14 42.1
 JU3319
 JU3319|---------------------------------------------------------------------|
 JU3319| PID    Reference Object                     Distance      Geod. Az  |
 JU3319|                                                           dddmmss.s |
 JU3319| JU3343 YARD 1837                           APPROX.16.7 KM 0315551.7 |
 JU3319|---------------------------------------------------------------------|
 JU3319
 JU3319                          SUPERSEDED SURVEY CONTROL
 JU3319
 JU3319  NAD 83(1996)-  39 50 46.24432(N)    075 29 24.18563(W) AD(       ) 1
 JU3319  NAD 83(1996)-  39 50 46.24498(N)    075 29 24.19105(W) AD(       ) 1
 JU3319  ELLIP H (06/28/94)   89.95   (m)                       GP(       ) 4 1
 JU3319  NAD 83(1991)-  39 50 46.24014(N)    075 29 24.18080(W) AD(       ) 1
 JU3319  NAD 83(1986)-  39 50 46.23743(N)    075 29 24.18793(W) AD(       ) 1
 JU3319  NAD 27      -  39 50 45.84000(N)    075 29 25.50300(W) AD(       ) 1
 JU3319  NGVD 29 (07/19/86)  125.0    (m)          410.     (f) VERT ANG       
 JU3319
 JU3319.Superseded values are not recommended for survey control.
 JU3319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3319.See file dsdata.txt to determine how the superseded data were derived.
 JU3319
 JU3319_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5807510800(NAD 83)
 JU3319_MARKER: Z = SEE DESCRIPTION
 JU3319_SETTING: 0 = UNSPECIFIED SETTING
 JU3319_MARK LOGO: CGS   
 JU3319_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU3319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3319+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 JU3319
 JU3319  HISTORY     - Date     Condition        Report By
 JU3319  HISTORY     - 1843     MONUMENTED       CGS
 JU3319  HISTORY     - 1843     GOOD             CGS
 JU3319  HISTORY     - 1869     GOOD             CGS
 JU3319  HISTORY     - 1880     GOOD             CGS
 JU3319  HISTORY     - 19930601 GOOD             ADRGS
 JU3319  HISTORY     - 20001201 GOOD             PADT
 JU3319  HISTORY     - 20020116 GOOD             NGS
 JU3319
 JU3319                          STATION DESCRIPTION
 JU3319
 JU3319'DESCRIBED BY COAST AND GEODETIC SURVEY 1843 (JF)
 JU3319'STATION IS LOCATED IN BETHEL TOWNSHIP, WESTWARD OF FAULK ROAD LEADING
 JU3319'FROM THE BLUE BALL TAVERN NEAR WILMINGTON TO CORNER KETCH.  IT
 JU3319'IS ABOUT 5 MILES FROM THIS TAVERN AND TWO MILES FROM CORNER KETCH.
 JU3319'THERE ARE 3 POINTS PLACED IN LINE FROM YARD, DISTANT FROM EACH OTHER
 JU3319'RESPECTIVELY 8.62 AND 8.17 METERS.  THE FIRST OR MOST NORTHERN ONE
 JU3319'WAS PLACED BY MR.  FERGUSON IN 1839 AND OBSERVED ON FROM YARD BY MR.
 JU3319'HASSLER.  THE SECOND OR MOST SOUTHERN ONE WAS PLACED BY MR. HASSLER
 JU3319'AND OBSERVED ON BY HIM IN 1842-43 FROM PINE HILL, LIPPINCOTT AND
 JU3319'BRUDEN.  THE THIRD OR MIDDLE ONE WAS PLACED BY MR.  HASSLER.  THE
 JU3319'ANGLES ARE MEASURED FROM THIS POINT, THERE BEING OBSTRUCTIONS FROM
 JU3319'BOTH THE OTHERS.  (A BARN ON ONE SIDE AND A STOREHOUSE ON THE
 JU3319'OTHER).  THE LAND ON WHICH THE SIGNAL IS PLACED IS OWNED BY WM.
 JU3319'PENNINGTON.
 JU3319
 JU3319                          STATION RECOVERY (1843)
 JU3319
 JU3319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1843
 JU3319'RECOVERED IN GOOD CONDITION.
 JU3319
 JU3319                          STATION RECOVERY (1869)
 JU3319
 JU3319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1869 (JF)
 JU3319'STATION IS LOCATED ABOUT A MILE N OF THE DELAWARE AND PENNSYLVANIA
 JU3319'BOUNDARY LINE, WHERE IT CROSSES BOOTHS CORNERS.  IT IS ON THE W
 JU3319'SIDE OF THE ROAD IN THE FIELD BETWEEN ELI LOGANS HOUSE AND LARKIN OR
 JU3319'GRIFFITHS FROM WHICH IT IS ABOUT EQUI- DISTANT, AND ABOUT 30 YARDS
 JU3319'FROM THE ROAD, ON THE OPPOSITE SIDE OF WHICH, IS THE FARM OF JOHN
 JU3319'GUEST, THE FATHER-IN-LAW OF LOGAN.  IT WAS LOCATED IN THE ORCHARD
 JU3319'PASTURE, AND ABOUT THE CENTER OF THE FIELD.
 JU3319
 JU3319                          STATION RECOVERY (1880)
 JU3319
 JU3319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1880 (AL)
 JU3319'NOTE- IN 1880 MR. A. LINDENKAHL EXPERIENCED NO TROUBLE AT ALL IN
 JU3319'IDENTIFYING THE CONE FOUND BY MR. LOGAN AS BETHEL NO.  3, OR THE
 JU3319'MIDDLE STATION, THE ONE OCCUPIED BY MR. HASSLER IN 1843 FROM WHICH
 JU3319'THE ANGLES HAVE BEEN MEASURED, AND OF WHICH MR. FERGUSON GAVE A
 JU3319'DESCRIPTION IN 1843.  ALTHOUGH THE ORCHARD AND FENCES HAVE
 JU3319'DISAPPEARED, MR. LOGAN REMEMBERS THEIR SITES AND ALL MY MEASURES
 JU3319'BUT ONE TALLY WITH MR. FERGUSONS.  (MR. LINDENKAHL FOUND THE OLD
 JU3319'CONE, AND LEFT IT IN PLACE, SOME 3 OR 4 FEET DEEP).  I PUT A GNEISS
 JU3319'BOULDER ABOUT 2-1/2 FEET LONG INTO THE GROUND, WHICH SHOWS ABOUT 9
 JU3319'INCHES ABOVE THE GROUND, AND IS MARKED WITH A MERIDIAN AND A
 JU3319'CIRCULAR HOLE IN ITS TOP, WHICH HOLE IS DIRECTLY OVER THE CENTER OF
 JU3319'THE CONE, BUT THE SOIL BEING VERY RICH AND SOFT, THE STONE IS LIABLE
 JU3319'TO SETTLE UNEVENLY AND HENCE IT WILL BE BETTER TO GO DOWN TO THE
 JU3319'CONE (IN CASE THE STATION IS USED).
 JU3319
 JU3319                          STATION RECOVERY (1993)
 JU3319
 JU3319'RECOVERY NOTE BY ADR GEODETIC SERVICES 1993
 JU3319'RECOVERED IN GOOD CONDITION.
 JU3319
 JU3319                          STATION RECOVERY (2000)
 JU3319
 JU3319'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 JU3319'RECOVERED IN GOOD CONDITION.
 JU3319
 JU3319                          STATION RECOVERY (2002)
 JU3319
 JU3319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (RWA)
 JU3319'TO REACH FROM THE INTERSECTION OF I95 AND HARVEY RD., PROCEED WEST ON
 JU3319'HARVEY RD.1.1 MI. TO THE INTERSECTION WITH MARSH RD. (RT3). AT THIS
 JU3319'POINT HARVEY RD. BECOMES GRUBB RD., CONTINUE WEST FOR 0.8 MI TO A
 JU3319'TRAFFIC LIGHT AT THE INTERSECTION WITH FOULK RD..TURN RT AND GO NORTH
 JU3319'ON FOULK RD. FOR 1.25 MI. TO STATION ON LEFT BEHIND HOUSE NO. 3299.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3043 ***********************************************************************
 KW3043  DESIGNATION -  BETHEL 2
 KW3043  PID         -  KW3043
 KW3043  STATE/COUNTY-  PA/BERKS
 KW3043  USGS QUAD   -  BETHEL (1992)
 KW3043
 KW3043                         *CURRENT SURVEY CONTROL
 KW3043  ___________________________________________________________________
 KW3043* NAD 83(1992)-  40 28 42.88528(N)    076 15 25.38158(W)     ADJUSTED  
 KW3043* NAVD 88     -       166.5    (meters)     546.     (feet)  VERTCON   
 KW3043  ___________________________________________________________________
 KW3043  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 KW3043  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 KW3043
 KW3043  HORZ ORDER  -  SECOND
 KW3043
 KW3043.The horizontal coordinates were established by classical geodetic methods
 KW3043.and adjusted by the National Geodetic Survey in June 2002..
 KW3043
 KW3043.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW3043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW3043
 KW3043.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3043
 KW3043.The geoid height was determined by GEOID03.
 KW3043
 KW3043;                    North         East     Units Scale Factor Converg.
 KW3043;SPC PA S     -   128,232.551   726,583.098   MT  0.99995962   +0 58 07.0
 KW3043;SPC PA S     -   420,709.63  2,383,798.05   sFT  0.99995962   +0 58 07.0
 KW3043;UTM  18      - 4,481,635.867   393,450.035   MT  0.99973974   -0 48 58.0
 KW3043
 KW3043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3043!SPC PA S     -   0.99997930  x   0.99995962  =   0.99993893
 KW3043!UTM  18      -   0.99997930  x   0.99973974  =   0.99971905
 KW3043
 KW3043|---------------------------------------------------------------------|
 KW3043| PID    Reference Object                     Distance      Geod. Az  |
 KW3043|                                                           dddmmss.s |
 KW3043| CB2760 BETHEL 2 RM 2                        77.543 METERS 03251     |
 KW3043| KW3019 STRAUSSTOWN MUNICIPAL TANK          APPROX. 6.5 KM 0780259.3 |
 KW3043| KW3044 BETHEL                              125.785 METERS 08444     |
 KW3043| CB2756 BETHEL AZ MK                                       2644351.1 |
 KW3043| CB2759 BETHEL 2 RM 1                        64.921 METERS 34320     |
 KW3043|---------------------------------------------------------------------|
 KW3043
 KW3043                          SUPERSEDED SURVEY CONTROL
 KW3043
 KW3043  NAD 83(1986)-  40 28 42.87842(N)    076 15 25.38644(W) AD(       ) 2
 KW3043  NAD 27      -  40 28 42.54600(N)    076 15 26.56500(W) AD(       ) 2
 KW3043  NGVD 29 (07/19/86)  166.7    (m)          547.     (f) VERT ANG       
 KW3043
 KW3043.Superseded values are not recommended for survey control.
 KW3043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3043.See file dsdata.txt to determine how the superseded data were derived.
 KW3043
 KW3043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK9345081636(NAD 83)
 KW3043_MARKER: DS = TRIANGULATION STATION DISK
 KW3043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3043
 KW3043  HISTORY     - Date     Condition        Report By
 KW3043  HISTORY     - 1947     MONUMENTED       CGS
 KW3043  HISTORY     - 1960     GOOD             CGS
 KW3043  HISTORY     - 19941119 MARK NOT FOUND   USPSQD
 KW3043  HISTORY     - 20000101 MARK NOT FOUND   PADT
 KW3043  HISTORY     - 20021130 MARK NOT FOUND   USPSQD
 KW3043
 KW3043                          STATION DESCRIPTION
 KW3043
 KW3043'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 KW3043'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF REHERSBERG AND 2
 KW3043'MILES EAST OF BETHEL.  IT IS ABOUT 300 FEET WEST OF A GRAVEL PIT, 199
 KW3043'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 22, 162 FEET SOUTH OF
 KW3043'POWERLINE POLE NO. ME-J7156 AND 19 FEET EAST OF THE APPROXIMATE
 KW3043'CENTERLINE OF THE TRACK ROAD THAT LEADS TO THE GRAVEL PIT.  THE MARK
 KW3043'IS ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK
 KW3043'IS STAMPED BETHEL 2 1947.
 KW3043'
 KW3043'REFERENCE MARK NO. 1 IS 213.08 FEET NORTH OF THE STATION, 14 FEET
 KW3043'NORTH OF THE CENTER LINE OF U.S. HIGHWAY 22 AND 7 FEET SOUTHWEST OF
 KW3043'TELEPHONE POLE NO. 202.  THE DISK IS IN A DRILL HOLE IN A CONCRETE
 KW3043'CULVERT HEAD AND IS STAMPED R.M. NO 1 1947 BETHEL 2.
 KW3043'
 KW3043'REFERENCE MARK NO. 2 IS 254.62 FEET NORTHEAST OF THE STATION, AND 14
 KW3043'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 22.  THE DISK IS IN A
 KW3043'DRILL HOLE IN A CONCRETE CULVERT HEAD AND IS STAMPED R.M. NO 2 1947
 KW3043'BETHEL 2.
 KW3043'
 KW3043'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE WEST OF THE STATION, 54
 KW3043'FEET SOUTH OF CENTERLINE OF U.S. HIGHWAY 22 AND 6 INCHES EAST OF
 KW3043'THE CENTER FOUNDATION BLOCK OF A FEED STORE AND MILL.  THE MARK
 KW3043'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BETHEL 1942.
 KW3043'
 KW3043'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 501 AND
 KW3043'U.S. HIGHWAY 22 IN BETHEL, GO EAST ON U.S. 22 FOR 1.9 MILES TO A
 KW3043'TRACK ROAD RIGHT.  TURN RIGHT AND GO 200 FEET ALONG THIS ROAD TO THE
 KW3043'STATION ON THE LEFT AS DESCRIBED.
 KW3043'
 KW3043'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KW3043
 KW3043                          STATION RECOVERY (1960)
 KW3043
 KW3043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW3043'THE STATION MARK, REFERENCE MARK 1 AND 2 AND THE AZIMUTH MARK WAS
 KW3043'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE DESCRIPTION OF
 KW3043'HOW TO REACH THE STATION WAS FOUND TO BE ADEQUATE.  THE LARGE
 KW3043'DIFFERENCE BETWEEN THE 1947 AND 1960 MEASUREMENTS TO R.M. NO 2
 KW3043'WAS NOTED AND CHECKED IN THE FIELD.
 KW3043
 KW3043                          STATION RECOVERY (1994)
 KW3043
 KW3043'RECOVERY NOTE BY US POWER SQUADRON 1994
 KW3043'MARK NOT FOUND.
 KW3043
 KW3043                          STATION RECOVERY (2000)
 KW3043
 KW3043'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 KW3043'REF MARK 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  AZIMUTH MARK WAS
 KW3043'NOT FOUND.  OWNER OF PROPERTY, BARRY BASHORE INC, WHERE STATION WAS
 KW3043'LOCATED, REPORTED THAT THE STATION WAS DUG UP BY TOWNSHIP CREW A
 KW3043'NUMBER OF YEARS AGO.
 KW3043
 KW3043                          STATION RECOVERY (2002)
 KW3043
 KW3043'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW3043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3600 ***********************************************************************
 KV3600  DESIGNATION -  BETHLEHEM FIRST PRESB CH SPIRE
 KV3600  PID         -  KV3600
 KV3600  STATE/COUNTY-  PA/NORTHAMPTON
 KV3600  USGS QUAD   -  NAZARETH (1992)
 KV3600
 KV3600                         *CURRENT SURVEY CONTROL
 KV3600  ___________________________________________________________________
 KV3600* NAD 83(1992)-  40 38 43.19255(N)    075 22 26.76105(W)     ADJUSTED  
 KV3600* NAVD 88     -                                                        
 KV3600  ___________________________________________________________________
 KV3600  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 KV3600  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 KV3600
 KV3600  HORZ ORDER  -  THIRD
 KV3600
 KV3600.The horizontal coordinates were established by classical geodetic methods
 KV3600.and adjusted by the National Geodetic Survey in June 2002..
 KV3600
 KV3600
 KV3600.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3600
 KV3600.The geoid height was determined by GEOID03.
 KV3600
 KV3600;                    North         East     Units Scale Factor Converg.
 KV3600;SPC PA S     -   148,381.977   800,933.215   MT  0.99996525   +1 32 29.3
 KV3600;SPC PA S     -   486,816.54  2,627,728.39   sFT  0.99996525   +1 32 29.3
 KV3600;UTM  18      - 4,499,453.945   468,369.513   MT  0.99961231   -0 14 37.3
 KV3600
 KV3600                          SUPERSEDED SURVEY CONTROL
 KV3600
 KV3600  NAD 83(1996)-  40 38 43.19244(N)    075 22 26.76182(W) AD(       ) 4
 KV3600  NAD 83(1986)-  40 38 43.19107(N)    075 22 26.76724(W) AD(       ) 4
 KV3600  NAD 27      -  40 38 42.83400(N)    075 22 28.12000(W) AD(       ) 3
 KV3600
 KV3600.Superseded values are not recommended for survey control.
 KV3600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3600.See file dsdata.txt to determine how the superseded data were derived.
 KV3600
 KV3600_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6837099454(NAD 83)
 KV3600_MARKER: 90 = CHURCH SPIRE
 KV3600_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3600+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 KV3600
 KV3600  HISTORY     - Date     Condition        Report By
 KV3600  HISTORY     - 1960     FIRST OBSERVED   CGS
 KV3600  HISTORY     - 19940425 GOOD             USPSQD
 KV3600  HISTORY     - 20010331 GOOD             NGS
 KV3600  HISTORY     - 20030513 GOOD             GEOCAC
 KV3600
 KV3600                          STATION DESCRIPTION
 KV3600
 KV3600'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV3600'THE STATION IS THE SPIRE MOUNTED AT THE APEX AND CENTER OF THE BELFRY
 KV3600'WHICH IS MOUNTED ON THE WEST END OF THE FIRST
 KV3600'PRESBYTHERIAN CHURCH. LOCATED ABOUT 2.0 MILES NORTH-NORTHEAST OF THE
 KV3600'CENTRAL SECTION OF BETHLEHEM AND ALONG THE EAST SIDE OF STATE
 KV3600'HIGHWAY 512. THE CHURCH BUILDING IS CONSTRUCTED OF RED BRICK AND HAS
 KV3600'LARGE PILLARS IN THE FRONT. THE SPIRE IS GRAY WITH A WEATHER
 KV3600'VANE AND GOLD COLOR BALL ON TOP. THE OVERALL HEIGHT OF THE STRUCTURE
 KV3600'IS APPROXIMATELY 160 FEET.
 KV3600
 KV3600                          STATION RECOVERY (1994)
 KV3600
 KV3600'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV3600'RECOVERED IN GOOD CONDITION.
 KV3600
 KV3600                          STATION RECOVERY (2001)
 KV3600
 KV3600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV3600'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV3600
 KV3600                          STATION RECOVERY (2003)
 KV3600
 KV3600'RECOVERY NOTE BY GEOCACHING 2003 (MDP)
 KV3600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3605 ***********************************************************************
 KV3605  DESIGNATION -  BETHLEHEM REFORMED CH SPIRE
 KV3605  PID         -  KV3605
 KV3605  STATE/COUNTY-  PA/NORTHAMPTON
 KV3605  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV3605
 KV3605                         *CURRENT SURVEY CONTROL
 KV3605  ___________________________________________________________________
 KV3605* NAD 83(1992)-  40 37 16.78499(N)    075 22 32.24231(W)     ADJUSTED  
 KV3605* NAVD 88     -                                                        
 KV3605  ___________________________________________________________________
 KV3605  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 KV3605  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 KV3605
 KV3605  HORZ ORDER  -  THIRD
 KV3605
 KV3605.The horizontal coordinates were established by classical geodetic methods
 KV3605.and adjusted by the National Geodetic Survey in June 2002..
 KV3605
 KV3605
 KV3605.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3605
 KV3605.The geoid height was determined by GEOID03.
 KV3605
 KV3605;                    North         East     Units Scale Factor Converg.
 KV3605;SPC PA S     -   145,714.215   800,876.130   MT  0.99996392   +1 32 25.7
 KV3605;SPC PA S     -   478,064.05  2,627,541.10   sFT  0.99996392   +1 32 25.7
 KV3605;UTM  18      - 4,496,790.194   468,229.403   MT  0.99961242   -0 14 40.4
 KV3605
 KV3605                          SUPERSEDED SURVEY CONTROL
 KV3605
 KV3605  NAD 83(1996)-  40 37 16.78417(N)    075 22 32.24245(W) AD(       ) 4
 KV3605  NAD 83(1986)-  40 37 16.78456(N)    075 22 32.24687(W) AD(       ) 4
 KV3605  NAD 27      -  40 37 16.43000(N)    075 22 33.60000(W) AD(       ) 3
 KV3605
 KV3605.Superseded values are not recommended for survey control.
 KV3605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3605.See file dsdata.txt to determine how the superseded data were derived.
 KV3605
 KV3605_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6822996790(NAD 83)
 KV3605_MARKER: 90 = CHURCH SPIRE
 KV3605_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3605+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 KV3605
 KV3605  HISTORY     - Date     Condition        Report By
 KV3605  HISTORY     - 1885     FIRST OBSERVED   CGS
 KV3605  HISTORY     - 19940506 GOOD             USPSQD
 KV3605  HISTORY     - 20010331 GOOD             NGS
 KV3605  HISTORY     - 20030513 GOOD             GEOCAC
 KV3605
 KV3605                          STATION DESCRIPTION
 KV3605
 KV3605'DESCRIBED BY COAST AND GEODETIC SURVEY 1885 (MM)
 KV3605'THE SPIRE OF THE REFORMED CHURCH ON CENTER STREET.  OBSERVED UPON
 KV3605'THIS YEAR FROM SMITHS GAP AND BAKE OVEN.
 KV3605
 KV3605                          STATION RECOVERY (1994)
 KV3605
 KV3605'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV3605'RECOVERED IN GOOD CONDITION.
 KV3605
 KV3605                          STATION RECOVERY (2001)
 KV3605
 KV3605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV3605'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV3605
 KV3605                          STATION RECOVERY (2003)
 KV3605
 KV3605'RECOVERY NOTE BY GEOCACHING 2003 (MDP)
 KV3605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3604 ***********************************************************************
 KV3604  DESIGNATION -  BETHLEHEM SUREFIT FURN SLIP TK
 KV3604  PID         -  KV3604
 KV3604  STATE/COUNTY-  PA/NORTHAMPTON
 KV3604  USGS QUAD   -  HELLERTOWN (1992)
 KV3604
 KV3604                         *CURRENT SURVEY CONTROL
 KV3604  ___________________________________________________________________
 KV3604* NAD 83(1992)-  40 37 21.91361(N)    075 21 45.26594(W)     ADJUSTED  
 KV3604* NAVD 88     -                                                        
 KV3604  ___________________________________________________________________
 KV3604  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 KV3604  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 KV3604
 KV3604  HORZ ORDER  -  THIRD
 KV3604
 KV3604.The horizontal coordinates were established by classical geodetic methods
 KV3604.and adjusted by the National Geodetic Survey in June 2002..
 KV3604
 KV3604
 KV3604.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3604
 KV3604.The geoid height was determined by GEOID03.
 KV3604
 KV3604;                    North         East     Units Scale Factor Converg.
 KV3604;SPC PA S     -   145,902.113   801,975.552   MT  0.99996400   +1 32 56.2
 KV3604;SPC PA S     -   478,680.52  2,631,148.12   sFT  0.99996400   +1 32 56.2
 KV3604;UTM  18      - 4,496,943.701   469,333.755   MT  0.99961158   -0 14 09.8
 KV3604
 KV3604                          SUPERSEDED SURVEY CONTROL
 KV3604
 KV3604  NAD 83(1996)-  40 37 21.91358(N)    075 21 45.26673(W) AD(       ) 4
 KV3604  NAD 83(1986)-  40 37 21.91164(N)    075 21 45.27208(W) AD(       ) 4
 KV3604  NAD 27      -  40 37 21.55300(N)    075 21 46.62800(W) AD(       ) 3
 KV3604
 KV3604.Superseded values are not recommended for survey control.
 KV3604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3604.See file dsdata.txt to determine how the superseded data were derived.
 KV3604
 KV3604_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6933496944(NAD 83)
 KV3604_MARKER: 53 = ELEVATED TANK
 KV3604
 KV3604  HISTORY     - Date     Condition        Report By
 KV3604  HISTORY     - 1960     FIRST OBSERVED   CGS
 KV3604  HISTORY     - 1963     GOOD             CGS
 KV3604  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KV3604
 KV3604                          STATION DESCRIPTION
 KV3604
 KV3604'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV3604'THE STATION IS THE BALL SHAPED VENT AT THE APEX OF THE SURE-FIT
 KV3604'FURNITURE SLIP COVER MANUFACTURING COMPANY WATER TANK.
 KV3604'LOCATED IN THE EAST SECTION OF BETHLEHEM. THE STRUCTURE IS A
 KV3604'FOUR-LACED CHANNEL COLUMNS LEGS WITH A SLENDER TANK WITH A
 KV3604'HEMISPHERICAL BOTTOM AND A CONE ROOF. THE STRUCTURE IS MOUNTED ON THE
 KV3604'APEX AND CENTER OF A THREE-STORY RED BRICK BUILDING WITH AN
 KV3604'OVERALL HEIGHT OF APPROXIMATELY 60 FEET. THE OVERALL HEIGHT OF THE
 KV3604'WATER TANK IS APPROXIMATELY 80 FEET. THE OVERALL HEIGHT
 KV3604'OF BOTH STRUCTURES IS APPROXIMATELY 140 FEET. THE WATER TANK IS
 KV3604'SILVER IN COLOR.
 KV3604
 KV3604                          STATION RECOVERY (1963)
 KV3604
 KV3604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RMB)
 KV3604'STATION WAS RECOVERED AS DESCRIBED.
 KV3604
 KV3604                          STATION RECOVERY (2001)
 KV3604
 KV3604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV3604'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6106 ***********************************************************************
 KV6106  DESIGNATION -  BETZ AZ MK
 KV6106  PID         -  KV6106
 KV6106  STATE/COUNTY-  PA/MONTGOMERY
 KV6106  USGS QUAD   -  VALLEY FORGE (1992)
 KV6106
 KV6106                         *CURRENT SURVEY CONTROL
 KV6106  ___________________________________________________________________
 KV6106* NAD 83(1992)-  40 06 41.06563(N)    075 25 14.21259(W)     ADJUSTED  
 KV6106* NAVD 88     -        43.     (meters)     141.     (feet)  VERTCON   
 KV6106  ___________________________________________________________________
 KV6106  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 KV6106  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 KV6106
 KV6106  HORZ ORDER  -  THIRD
 KV6106
 KV6106.The horizontal coordinates were established by classical geodetic methods
 KV6106.and adjusted by the National Geodetic Survey in June 2002..
 KV6106
 KV6106.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6106
 KV6106.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6106
 KV6106.The geoid height was determined by GEOID03.
 KV6106
 KV6106;                    North         East     Units Scale Factor Converg.
 KV6106;SPC PA S     -    89,011.984   798,563.953   MT  0.99997693   +1 30 40.6
 KV6106;SPC PA S     -   292,033.48  2,619,955.24   sFT  0.99997693   +1 30 40.6
 KV6106;UTM  18      - 4,440,207.208   464,154.824   MT  0.99961582   -0 16 15.6
 KV6106
 KV6106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6106!SPC PA S     -   0.99999858  x   0.99997693  =   0.99997551
 KV6106!UTM  18      -   0.99999858  x   0.99961582  =   0.99961440
 KV6106
 KV6106                          SUPERSEDED SURVEY CONTROL
 KV6106
 KV6106  NAD 83(1996)-  40 06 41.06418(N)    075 25 14.21217(W) AD(       ) 3
 KV6106  NAD 83(1991)-  40 06 41.06117(N)    075 25 14.21492(W) AD(       ) 3
 KV6106  NAD 83(1986)-  40 06 41.06046(N)    075 25 14.21665(W) AD(       ) 3
 KV6106  NGVD 29 (02/23/90)   43.     (m)          141.     (f) VERT ANG       
 KV6106
 KV6106.Superseded values are not recommended for survey control.
 KV6106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6106.See file dsdata.txt to determine how the superseded data were derived.
 KV6106
 KV6106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6415540207(NAD 83)
 KV6106_MARKER: DZ = AZIMUTH MARK DISK
 KV6106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6106_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KV6106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6106+STABILITY: SURFACE MOTION
 KV6106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6106+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2006
 KV6106
 KV6106  HISTORY     - Date     Condition        Report By
 KV6106  HISTORY     - 1984     MONUMENTED       PADT
 KV6106  HISTORY     - 20060522 GOOD             PADT
 KV6106
 KV6106                          STATION DESCRIPTION
 KV6106
 KV6106'DESCRIBED BY PA DEPT OF TRANSP 1984 (RBG)
 KV6106'THE STATION IS LOCATED ABOUT 6.3 KM (3.9 MI)
 KV6106'WEST OF THE COURTHOUSE IN NORRISTOWN,
 KV6106'AT THE TOP OF THE EMBANKMENT BETWEEN VALLEY FORGE ROAD AND THE
 KV6106'SCHUYLKILL EXPRESSWAY IN THE EDGE OF THE EXPRESSWAY RIGHT OF WAY.
 KV6106'THE STATION IS AT BETZWOOD, WEST NORRITON TOWNSHIP.
 KV6106'OWNERSHIP--PADT
 KV6106'
 KV6106'TO REACH THE STATION FROM THE INTERSECTION OF THE SCHUYLKILL
 KV6106'EXPRESSWAY (U.S. HIGHWAY I-76) AND DEKALB PIKE (U.S.HIGHWAY 202) IN
 KV6106'KING OF PRUSSIA, GO SOUTHWEST FOR 1.0 KM (0.6 MI) ON DEKALB PIKE TO
 KV6106'THE EXIT RAMP FOR STATE HIGHWAY 363,
 KV6106'TURN RIGHT AND GO NORTH FOR 4.2 KM (2.6 MI) ON HIGHWAY 363 TO SOUTH
 KV6106'PARKVIEW ROAD AND STATION BETZ ON THE RIGHT,
 KV6106'GO SOUTHWEST FOR 0.48 KM (0.3 MI) ON VALLEY FORGE ROAD (EXTENTION
 KV6106'OF TROOPER ROAD) TO AN INTERSECTION WITH A SIDE ROAD ON THE RIGHT
 KV6106'AND THE STATION ON THE LEFT.
 KV6106'
 KV6106'THE STATION IS A STANDARD PADT DISK
 KV6106'STAMPED---BETZ 1974-1984---,
 KV6106'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6106'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6106'22.86 METERS (75.0 FT) SOUTHEAST FROM THE CENTER OF VALLEY FORGE
 KV6106'ROAD,
 KV6106'22.86 METERS (75.0 FT) NORTHEAST FROM A POWER POLE NUMBER PHELCO
 KV6106'95092, AND
 KV6106'1.22 METERS (4.0 FT) EAST FROM THE HIGHWAY R/W FENCE.
 KV6106'
 KV6106'DESCRIBED BY R. B. GROSSER.
 KV6106
 KV6106                          STATION RECOVERY (2006)
 KV6106
 KV6106'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (REF)
 KV6106'NEW PENNDOT FIRST-ORDER GPS COORDINATES AND THIRD ORDER DIFFERENTIAL
 KV6106'ELEVATIONS ESTABLISHED BY PENNDOT AND AVAILABLE AT WWW.PENNDOTPAMS.ORG
 KV6106' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3761 ***********************************************************************
 KV3761  DESIGNATION -  BETZ PHELCO 1974
 KV3761  PID         -  KV3761
 KV3761  STATE/COUNTY-  PA/MONTGOMERY
 KV3761  USGS QUAD   -  VALLEY FORGE (1992)
 KV3761
 KV3761                         *CURRENT SURVEY CONTROL
 KV3761  ___________________________________________________________________
 KV3761* NAD 83(1992)-  40 06 51.83213(N)    075 25 05.59994(W)     ADJUSTED  
 KV3761* NAVD 88     -        51.0    (meters)     167.     (feet)  VERTCON   
 KV3761  ___________________________________________________________________
 KV3761  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 KV3761  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 KV3761
 KV3761  HORZ ORDER  -  FIRST
 KV3761
 KV3761.The horizontal coordinates were established by classical geodetic methods
 KV3761.and adjusted by the National Geodetic Survey in June 2002..
 KV3761
 KV3761.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV3761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV3761
 KV3761.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3761
 KV3761.The geoid height was determined by GEOID03.
 KV3761
 KV3761;                    North         East     Units Scale Factor Converg.
 KV3761;SPC PA S     -    89,349.320   798,759.075   MT  0.99997663   +1 30 46.2
 KV3761;SPC PA S     -   293,140.23  2,620,595.40   sFT  0.99997663   +1 30 46.2
 KV3761;UTM  18      - 4,440,538.192   464,360.269   MT  0.99961564   -0 16 10.1
 KV3761
 KV3761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3761!SPC PA S     -   0.99999729  x   0.99997663  =   0.99997392
 KV3761!UTM  18      -   0.99999729  x   0.99961564  =   0.99961293
 KV3761
 KV3761|---------------------------------------------------------------------|
 KV3761| PID    Reference Object                     Distance      Geod. Az  |
 KV3761|                                                           dddmmss.s |
 KV3761| CS3440 BETZ RM 1                            24.145 METERS 16003     |
 KV3761| KV3760 BETZ A PHELCO 1974                   11.745 METERS 18826     |
 KV3761| KV6106 BETZ AZ MK                          389.711 METERS 21134     |
 KV3761| KV3757 ARCO                                APPROX. 6.0 KM 2405124.8 |
 KV3761| KV3758 PHOENIXVILLE ARCO MICROWAVE         APPROX. 6.0 KM 2410511.1 |
 KV3761| CS3441 BETZ RM 2                             8.032 METERS 26634     |
 KV3761|---------------------------------------------------------------------|
 KV3761
 KV3761                          SUPERSEDED SURVEY CONTROL
 KV3761
 KV3761  NAD 83(1996)-  40 06 51.83069(N)    075 25 05.59953(W) AD(       ) 1
 KV3761  NAD 83(1991)-  40 06 51.82765(N)    075 25 05.60229(W) AD(       ) 1
 KV3761  NAD 83(1986)-  40 06 51.82707(N)    075 25 05.60415(W) AD(       ) 1
 KV3761  NAD 27      -  40 06 51.45127(N)    075 25 06.90365(W) AD(       ) 1
 KV3761  NGVD 29 (07/19/86)   51.3    (m)          168.     (f) VERT ANG       
 KV3761
 KV3761.Superseded values are not recommended for survey control.
 KV3761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3761.See file dsdata.txt to determine how the superseded data were derived.
 KV3761
 KV3761_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6436040538(NAD 83)
 KV3761_MARKER: DD = SURVEY DISK
 KV3761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV3761_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3761+STABILITY: SURFACE MOTION
 KV3761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3761+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2006
 KV3761
 KV3761  HISTORY     - Date     Condition        Report By
 KV3761  HISTORY     - 1974     MONUMENTED       PHELCO
 KV3761  HISTORY     - 1984     GOOD             PADT
 KV3761  HISTORY     - 20060522 GOOD             PADT
 KV3761
 KV3761                          STATION DESCRIPTION
 KV3761
 KV3761'DESCRIBED BY PHILADELPHIA ELECTRIC COMPANY 1974
 KV3761'THE STATION IS LOCATED AT BETZWOOD, WEST NORRITON TOWNSHIP,
 KV3761'APPROXIMATELY 3.9 MILES DUE WEST OF THE COURTHOUSE IN NORRISTOWN.
 KV3761'IT IS IN THE N.E. COR. OF THE INTERSECTION OF TROOPER ROAD (PA.
 KV3761'RTE. 363) AND SOUTH PARKVIEW DRIVE, OPPOSITE THE JUNCTION OF
 KV3761'AUDUBON ROAD, AND UNDER THE W. END OF P.E. CO. TRANSMISSION TOWER
 KV3761'8/4.  IT IS 60 FEET N.E. OF THE PHYSICAL CENTER-LINE OF S. PARKVIEW
 KV3761'DRIVE, 30.95 FEET W. OF A RED-PAINTED CHISEL MARK IN THE BASE
 KV3761'OF THE S.E.  LEG OF THE TRANSMISSION TOWER, 25.08 FEET E. OF A
 KV3761'PUNCHMARK ON A BOLT ON THE N.E. CORNER OF THE BASE OF A TRAFFIC
 KV3761'LIGHT STANDARD AND 26 FEET S.E. OF A BELL TEL. CO. POLE.
 KV3761'
 KV3761'THE SURFACE MARK IS A 2-1/2 INCH BRONZE DISK SET IN AN 18 INCH
 KV3761'DIAMETER CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.
 KV3761'THE UNDERGROUND MARK IS A 2-1/2 INCH BRONZE DISK SET IN CONCRETE.
 KV3761'BOTH DISKS ARE STAMPED BETZ P.E. CO. 1974.
 KV3761'
 KV3761'TO REACH THE STATION FROM THE INTERSECTION OF THE SCHUYLKILL
 KV3761'EXPRESSWAY (INTERSTATE RTE. 76) AND DEKALB PIKE (U.S. RTE. 202) IN
 KV3761'KING OF PRUSSIA, PROCEED S.W. ON RTE. 202 0.57 MI. TO EXIT RAMP FOR
 KV3761'PA. RTE. 363 (BETZWOOD BYPASS), MARKED BY A SIGN BETZWOOD BRIDGE.
 KV3761'BEAR RIGHT ON EXIT RAMP AND PROCEED N. ON RTE. 363 2.65 MI.,
 KV3761'CROSSING THE SCHUYLKILL RIVER, TO S. PARKVIEW DRIVE AND THE
 KV3761'STATION IN THE N.E. CORNER OF THE INTERSECTION.
 KV3761'
 KV3761'NEAREST TOWN--NORRISTOWN.
 KV3761
 KV3761                          STATION RECOVERY (1984)
 KV3761
 KV3761'RECOVERY NOTE BY PA DEPT OF TRANSP 1984 (RBG)
 KV3761'THE STATION WAS RECOVERED AT THIS DATE.
 KV3761'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 KV3761'CONDITION WITH THE EXCEPTION THAT THE STEEL TRANSMISSION LINE TOWER
 KV3761'USED AS A REFERENCE HAS BEEN DESTROYED, AND A NEW STEEL POLE
 KV3761'STRUCTURE HAS TAKEN ITS PLACE.
 KV3761'THE TO REACH THE STATION IS ADEQUATE.
 KV3761'TWO REFERENCE MARKS AND AN AZIMUTH MARK WERE SET AND ARE DESCRIBED
 KV3761'AS FOLLOWS.
 KV3761'
 KV3761'REFERENCE MARK NO. 2 IS A STANDARD PADT DISK
 KV3761'STAMPED---BETZ 1974 NO.2 1984---,
 KV3761'SET INTO THE TOP OF THE NORTHEAST CORNER OF A TRAFFIC LIGHT
 KV3761'FOUNDATION LOCATED IN THE SOUTHEAST CORNER OF THE INTERSECTION OF
 KV3761'VALLEY FORGE ROAD AND SOUTH PARKVIEW DRIVE. LOCATED
 KV3761'18.22 METERS (59.8 FT) WEST-SOUTHWEST FROM A STEEL TRANSMISSION
 KV3761'POLE NUMBER 8/1-220/63,
 KV3761'7.46 METERS (24.5 FT) NORTHEAST FROM THE EAST EDGE OF SOUTH
 KV3761'PARKVIEW DRIVE, AND
 KV3761'2.43 METERS (8.0 FT) SOUTHEAST FROM THE SOUTH EDGE OF VALLEY FORGE
 KV3761'ROAD.
 KV3761'MARK IS .30 METERS BELOW THE STATION.
 KV3761'
 KV3761'REFERENCE MARK NO. 1 IS A STANDARD PADT DISK
 KV3761'STAMPED---BETZ 1974 NO.1 1984---,
 KV3761'SET INTO THE TOP OF CONCRETE CURB ALONG THE EAST SIDE OF SOUTH
 KV3761'PARKVIEW DRIVE. LOCATED
 KV3761'29.05 METERS (95.3 FT) SOUTHEAST FROM THE SOUTH CURB OF VALLEY
 KV3761'FORGE ROAD, AND
 KV3761'23.77 METERS (78.0 FT) SOUTH-SOUTHEAST FROM A STEEL TRANSMISSION
 KV3761'LINE POLE NUMBER 8/1-220/63.
 KV3761'MARK IS 1.52 METERS BELOW THE STATION.
 KV3761'
 KV3761'AZIMUTH MARK NO. 1 IS A STANDARD PADT DISK
 KV3761'STAMPED---BETZ 1974-1984---,
 KV3761'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV3761'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV3761'22.86 METERS (75.0 FT) EAST FROM THE CENTERLINE OF VALLEY FORGE
 KV3761'ROAD,
 KV3761'22.86 METERS (75.0 FT) NORTHEAST FROM A POWER POLE (PHELCO 95092),
 KV3761'AND
 KV3761'1.22 METERS (4.0 FT) EAST FROM A HIGHWAY R/W FENCE.
 KV3761'TO REACH THE AZIMUTH FROM THE STATION,
 KV3761'GO SOUTHWEST FOR 0.48 KM (0.3 MI) ON VALLEY FORGE ROAD TO THE
 KV3761'INTERSECTION OF A SIDE ROAD AND THE MARK ON THE LEFT.
 KV3761'
 KV3761'DESCRIBED BY R. B. GROSSER.
 KV3761
 KV3761                          STATION RECOVERY (2006)
 KV3761
 KV3761'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (REF)
 KV3761'NEW PENNDOT FIRST-ORDER GPS COORDINATES AND THIRD ORDER DIFFERENTIAL
 KV3761'ELEVATIONS ESTABLISHED BY PENNDOT AND AVAILABLE AT WWW.PENNDOTPAMS.ORG
 KV3761' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2005 ***********************************************************************
 KW2005  DESIGNATION -  BEVERLY
 KW2005  PID         -  KW2005
 KW2005  STATE/COUNTY-  PA/YORK
 KW2005  USGS QUAD   -  DILLSBURG (1984)
 KW2005
 KW2005                         *CURRENT SURVEY CONTROL
 KW2005  ___________________________________________________________________
 KW2005* NAD 83(1992)-  40 04 45.53762(N)    077 02 48.61988(W)     ADJUSTED  
 KW2005* NAVD 88     -       226.313  (meters)     742.50   (feet)  ADJUSTED  
 KW2005  ___________________________________________________________________
 KW2005  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 KW2005  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KW2005  DYNAMIC HT  -         226.194 (meters)     742.10  (feet)  COMP
 KW2005  MODELED GRAV-     980,098.0   (mgal)                       NAVD 88
 KW2005
 KW2005  HORZ ORDER  -  SECOND
 KW2005  VERT ORDER  -  SECOND    CLASS 0
 KW2005
 KW2005.The horizontal coordinates were established by classical geodetic methods
 KW2005.and adjusted by the National Geodetic Survey in June 2002..
 KW2005
 KW2005.The orthometric height was determined by differential leveling
 KW2005.and adjusted by the National Geodetic Survey in June 1991..
 KW2005
 KW2005.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2005
 KW2005.The geoid height was determined by GEOID03.
 KW2005
 KW2005.The dynamic height is computed by dividing the NAVD 88
 KW2005.geopotential number by the normal gravity value computed on the
 KW2005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2005.degrees latitude (g = 980.6199 gals.).
 KW2005
 KW2005.The modeled gravity was interpolated from observed gravity values.
 KW2005
 KW2005;                    North         East     Units Scale Factor Converg.
 KW2005;SPC PA S     -    83,068.635   659,974.301   MT  0.99998038   +0 27 22.3
 KW2005;SPC PA S     -   272,534.35  2,165,265.69   sFT  0.99998038   +0 27 22.3
 KW2005;UTM  18      - 4,438,568.121   325,478.344   MT  0.99997496   -1 19 05.5
 KW2005
 KW2005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2005!SPC PA S     -   0.99996983  x   0.99998038  =   0.99995021
 KW2005!UTM  18      -   0.99996983  x   0.99997496  =   0.99994479
 KW2005
 KW2005|---------------------------------------------------------------------|
 KW2005| PID    Reference Object                     Distance      Geod. Az  |
 KW2005|                                                           dddmmss.s |
 KW2005| KW2006 BEVERLY RM 1                          4.222 METERS 13023     |
 KW2005| KW2004 BEVERLY RM 2                          8.984 METERS 30800     |
 KW2005| KW2003 BEVERLY AZ MK                                      3544837.2 |
 KW2005|---------------------------------------------------------------------|
 KW2005
 KW2005                          SUPERSEDED SURVEY CONTROL
 KW2005
 KW2005  NAD 83(1986)-  40 04 45.53373(N)    077 02 48.62094(W) AD(       ) 2
 KW2005  NAD 27      -  40 04 45.20283(N)    077 02 49.69378(W) AD(       ) 2
 KW2005  NGVD 29 (??/??/??)  226.509  (m)          743.14   (f) ADJUSTED    2 0
 KW2005
 KW2005.Superseded values are not recommended for survey control.
 KW2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2005.See file dsdata.txt to determine how the superseded data were derived.
 KW2005
 KW2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK2547838568(NAD 83)
 KW2005_MARKER: DE = TRAVERSE STATION DISK
 KW2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2005_STAMPING: BEVERLY 1966
 KW2005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2005+STABILITY: SURFACE MOTION
 KW2005
 KW2005  HISTORY     - Date     Condition        Report By
 KW2005  HISTORY     - 1966     MONUMENTED       CGS
 KW2005  HISTORY     - 1966     GOOD             CGS
 KW2005  HISTORY     - 19990321 GOOD             USPSQD
 KW2005
 KW2005                          STATION DESCRIPTION
 KW2005
 KW2005'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW2005'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH OF DILLSBURG, ABOUT 2
 KW2005'MILES NORTHEAST OF CLEAR SPRING AND ABOUT 1/4 MILE EAST OF U.S.
 KW2005'HIGHWAY 15.  THE PROPERTY IS OWNED BY MR. GARRY REIHART.
 KW2005'
 KW2005'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 15 AND
 KW2005'STATE HIGHWAY 74 IN THE NORTHWEST EDGE OF DILLSBURG, GO
 KW2005'SOUTH-SOUTHWEST ON U.S. HIGHWAY 15 FOR 2.2 MILES TO THE AZIMUTH MARK
 KW2005'ON THE LEFT, EAST SIDE OF THE ROAD.  CONTINUE SOUTH-SOUTHWEST ON
 KW2005'U.S. HIGHWAY 15 FOR 0.5 MILE TO A ROAD SIDE REST AREA ON THE LEFT,
 KW2005'EAST SIDE OF THE ROAD.  CONTINUE SOUTH-SOUTHWEST ON U.S. HIGHWAY 15
 KW2005'FOR 0.4 MILE TO A SIDE ROAD LEFT AT A SIGN STATE GAME LAND.  TURN
 KW2005'LEFT AND GO EASTERLY ON A PAVED ROAD FOR ABOUT 30 YARDS TO A
 KW2005'SIDE ROAD LEFT.  TURN LEFT AND GO NORTH AND EAST ON A PAVED ROAD FOR
 KW2005'0.25 MILE TO A FORK.  KEEP RIGHT AND GO EASTERLY AND NORTH ON A
 KW2005'PAVED ROAD FOR 0.2 MILE TO MR. GARRY REIHARTS HOME ON THE RIGHT
 KW2005'AND THE STATION JUST NORTHEAST OF THE HOUSE.
 KW2005'
 KW2005'THE STATION MARK IS ABOUT 50 YARDS NORTHEAST OF MR. GARRY REIHARTS
 KW2005'HOUSE, 2.6 FEET SOUTHWEST OF A WITNESS POST AND 2.5 FEET SOUTHWEST
 KW2005'OF A FENCE LINE.  THE MARK IS A STANDARD TRAVERSE DISK SET IN THE TOP
 KW2005'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KW2005'SURFACE AND IT IS STAMPED BEVERLY 1966.
 KW2005'
 KW2005'REFERENCE MARK NO. 1 IS 14.0 FEET SOUTH OF THE WITNESS POST AND 3
 KW2005'FEET SOUTHWEST OF THE FENCE LINE.  THE MARK IS A STANDARD DISK
 KW2005'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 KW2005'WITH THE SURFACE AND IT IS STAMPED BEVERLY NO 1 1966.
 KW2005'
 KW2005'REFERENCE MARK NO. 2 IS 29.4 FEET NORTH-NORTHWEST OF THE WITNESS POST
 KW2005'AND 3.6 FEET WEST OF THE FENCE LINE.  THE MARK IS A STANDARD DISK
 KW2005'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 KW2005'WITH THE SURFACE AND IT IS STAMPED BEVERLY NO 2 1966.
 KW2005'
 KW2005'THE AZIMUTH MARK IS 97 FEET EAST-SOUTHEAST OF THE CENTER OF U.S.
 KW2005'HIGHWAY 15, 15 FEET EAST-SOUTHEAST OF THE CENTER OF A TRACK ROAD
 KW2005'AND 4 FEET WEST OF A POWER POLE NUMBER ME149FR.  THE MARK IS A
 KW2005'STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 KW2005'MONUMENT WHICH PROJECTS 4 INCHES AND IT IS STAMPED BEVERLY 1966.
 KW2005'
 KW2005'HEIGHT OF LIGHT ABOVE STATION MARK 1.23 METERS.
 KW2005
 KW2005                          STATION RECOVERY (1966)
 KW2005
 KW2005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KW2005'2.6 MI SW FROM DILLSBURG.
 KW2005'ABOUT 2.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 15 FROM ITS JUNCTION
 KW2005'WITH STATE HIGHWAY 74 IN THE NORTHWEST EDGE OF DILLSBURG TO THE
 KW2005'TOP OF HILL, THENCE, 0.4 MILE ALONG A GRAVELED ROAD, 150 FEET
 KW2005'NORTHEAST OF MR. CARRY REIHARTS LARGE BRICK HOME, 29.47 FEET
 KW2005'SOUTH OF RM 2, 13.85 FEET NORTH OF RM 1, 2.6 FEET SOUTHWEST OF A
 KW2005'METAL WITNESS SIGN IN A FENCE LINE, SET IN THE TOP OF A
 KW2005'CONCRETE POST, FLUSH WITH THE GROUND.
 KW2005
 KW2005                          STATION RECOVERY (1999)
 KW2005
 KW2005'RECOVERY NOTE BY US POWER SQUADRON 1999
 KW2005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3794 ***********************************************************************
 KV3794  DESIGNATION -  BEVERLY
 KV3794  PID         -  KV3794
 KV3794  STATE/COUNTY-  PA/LEHIGH
 KV3794  USGS QUAD   -  MILFORD SQUARE (1992)
 KV3794
 KV3794                         *CURRENT SURVEY CONTROL
 KV3794  ___________________________________________________________________
 KV3794* NAD 83(1992)-  40 29 51.09388(N)    075 25 51.88978(W)     ADJUSTED  
 KV3794* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 KV3794  ___________________________________________________________________
 KV3794  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 KV3794  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 KV3794
 KV3794  HORZ ORDER  -  SECOND
 KV3794
 KV3794.The horizontal coordinates were established by classical geodetic methods
 KV3794.and adjusted by the National Geodetic Survey in June 2002..
 KV3794
 KV3794.The orthometric height was scaled from a topographic map.
 KV3794
 KV3794.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3794
 KV3794.The geoid height was determined by GEOID03.
 KV3794
 KV3794;                    North         East     Units Scale Factor Converg.
 KV3794;SPC PA S     -   131,847.047   796,546.357   MT  0.99995983   +1 30 16.2
 KV3794;SPC PA S     -   432,568.19  2,613,335.84   sFT  0.99995983   +1 30 16.2
 KV3794;UTM  18      - 4,483,069.368   463,471.491   MT  0.99961642   -0 16 47.8
 KV3794
 KV3794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3794!SPC PA S     -   0.99996121  x   0.99995983  =   0.99992104
 KV3794!UTM  18      -   0.99996121  x   0.99961642  =   0.99957765
 KV3794
 KV3794|---------------------------------------------------------------------|
 KV3794| PID    Reference Object                     Distance      Geod. Az  |
 KV3794|                                                           dddmmss.s |
 KV3794| CB2767 BEVERLY RM 2                         37.216 METERS 08245     |
 KV3794| KV3772 QUAKERTOWN WELTING CO TANK          APPROX.10.8 KM 1275055.6 |
 KV3794| KV3771 QUAKERTOWN AIRWAY BEACON            APPROX. 9.1 KM 1352657.0 |
 KV3794| KV3793 TRAUMBAUERSVILLE MUN TANK           APPROX.10.5 KM 1545313.8 |
 KV3794| CB2766 BEVERLY RM 1                         43.739 METERS 33906     |
 KV3794| KV3608 ALLENTOWN AIRWAY BEACON             APPROX. 7.5 KM 3451451.4 |
 KV3794| CB2765 BEVERLY AZ MK                                      3542618.5 |
 KV3794|---------------------------------------------------------------------|
 KV3794
 KV3794                          SUPERSEDED SURVEY CONTROL
 KV3794
 KV3794  NAD 83(1996)-  40 29 51.09242(N)    075 25 51.89066(W) AD(       ) 2
 KV3794  NAD 83(1986)-  40 29 51.09018(N)    075 25 51.89513(W) AD(       ) 2
 KV3794  NAD 27      -  40 29 50.73200(N)    075 25 53.24900(W) AD(       ) 2
 KV3794
 KV3794.Superseded values are not recommended for survey control.
 KV3794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3794.See file dsdata.txt to determine how the superseded data were derived.
 KV3794
 KV3794_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6347183069(NAD 83)
 KV3794_MARKER: DS = TRIANGULATION STATION DISK
 KV3794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3794+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 KV3794
 KV3794  HISTORY     - Date     Condition        Report By
 KV3794  HISTORY     - 1942     MONUMENTED       CGS
 KV3794  HISTORY     - 20050319 GOOD             USPSQD
 KV3794
 KV3794                          STATION DESCRIPTION
 KV3794
 KV3794'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KV3794'THE STATION IS LOCATED ABOUT 2.5 MILES SW OF COOPERSBURG, ABOUT 1.25
 KV3794'MILES SE OF LIMEPORT, ON TOP OF A HIGH BARE HILL KNOWN AS BEVERLY
 KV3794'HILLS AND ON THE PROPERTY OF MR. LOUIS GLOBOSITS.  THE MARK IS SET
 KV3794'FLUSH WITH THE GROUND ABOUT 25 FEET E OF THE DRIVE TO THE BARN AND
 KV3794'68 FEET SW OF THE SW CORNER OF THE HOUSE.
 KV3794'
 KV3794'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS
 KV3794'SET IN CONCRETE, AS DESCRIBED.
 KV3794'
 KV3794'REFERENCE MARK NO. 1 IS NW OF THE STATION ON THE W SIDE OF THE DRIVE
 KV3794'TO THE BARN AND 20 FEET S OF THE CENTER LINE OF THE PAVED ROAD.  THE
 KV3794'MARK PROJECTS ABOUT 4 INCHES.
 KV3794'
 KV3794'REFERENCE MARK NO. 2 IS E OF THE STATION ON THE W SIDE OF A SMALL
 KV3794'CHICKEN HOUSE AND SE OF THE DWELLING HOUSE.  THE MARK PROJECTS ABOUT
 KV3794'4 INCHES.
 KV3794'
 KV3794'THE AZIMUTH MARK IS 15 FEET S OF THE CENTER LINE OF THE ROAD, ABOUT
 KV3794'30 FEET W OF A LARGE CHERRY TREE.  THE MARK PROJECTS ABOUT 4 INCHES.
 KV3794'MARK IS REACHED FROM THE STATION BY TURNING LEFT OUT OF THE DRIVE TO
 KV3794'THE BARN ON THE PAVED ROAD GO 0.6 MILE TO PAVED ROAD, TURN RIGHT AND
 KV3794'GO 0.7 MILE TO ROAD RIGHT, TURN RIGHT AND GO 0.95 MILE TO MARK ON THE
 KV3794'RIGHT.
 KV3794'
 KV3794'THE STATION IS REACHED FROM THE COOPERSBURG POST OFFICE, WHICH IS 0.3
 KV3794'MILE W OF STATE HIGHWAY 309, ALONG STATION AVENUE BY GOING S ON
 KV3794'STATE HIGHWAY 312 FOR 0.4 MILE TO A CROSSROADS, TURN RIGHT AND GO SW
 KV3794'ON PAVED ROAD NO. 39008 FOR 0.85 MILE TO CROSSROADS AT LOCUST VALLEY
 KV3794'STORE, TURN RIGHT AND GO N ON PAVED ROAD FOR 0.3 MILE, TURN LEFT AND
 KV3794'GO W ON PAVED ROAD NO. 39079 FOR 1.2 MILES TO MR. LOUIS GLOBOSITS
 KV3794'RED BRICK HOUSE ON THE LEFT JUST BEFORE ARRIVING AT TOP OF THE HILL.
 KV3794'
 KV3794'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 KV3794
 KV3794                          STATION RECOVERY (2005)
 KV3794
 KV3794'RECOVERY NOTE BY US POWER SQUADRON 2005 (MAM)
 KV3794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2003 ***********************************************************************
 KW2003  DESIGNATION -  BEVERLY AZ MK
 KW2003  PID         -  KW2003
 KW2003  STATE/COUNTY-  PA/YORK
 KW2003  USGS QUAD   -  DILLSBURG (1984)
 KW2003
 KW2003                         *CURRENT SURVEY CONTROL
 KW2003  ___________________________________________________________________
 KW2003* NAD 83(1986)-  40 05 16.     (N)    077 02 51.     (W)     SCALED    
 KW2003* NAVD 88     -       218.657  (meters)     717.38   (feet)  ADJUSTED  
 KW2003  ___________________________________________________________________
 KW2003  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KW2003  DYNAMIC HT  -         218.542 (meters)     717.00  (feet)  COMP
 KW2003  MODELED GRAV-     980,096.3   (mgal)                       NAVD 88
 KW2003
 KW2003  VERT ORDER  -  SECOND    CLASS 0
 KW2003
 KW2003.The horizontal coordinates were scaled from a topographic map and have
 KW2003.an estimated accuracy of +/- 6 seconds.
 KW2003
 KW2003.The orthometric height was determined by differential leveling
 KW2003.and adjusted by the National Geodetic Survey in June 1991..
 KW2003
 KW2003.The geoid height was determined by GEOID03.
 KW2003
 KW2003.The dynamic height is computed by dividing the NAVD 88
 KW2003.geopotential number by the normal gravity value computed on the
 KW2003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2003.degrees latitude (g = 980.6199 gals.).
 KW2003
 KW2003.The modeled gravity was interpolated from observed gravity values.
 KW2003
 KW2003;                    North         East    Units  Estimated Accuracy
 KW2003;SPC PA S     -    84,010.      659,910.      MT  (+/- 180 meters Scaled)
 KW2003
 KW2003                          SUPERSEDED SURVEY CONTROL
 KW2003
 KW2003  NGVD 29 (??/??/??)  218.853  (m)          718.02   (f) ADJUSTED    2 0
 KW2003
 KW2003.Superseded values are not recommended for survey control.
 KW2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2003.See file dsdata.txt to determine how the superseded data were derived.
 KW2003
 KW2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK254395(NAD 83)
 KW2003_MARKER: DZ = AZIMUTH MARK DISK
 KW2003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2003_STAMPING: BEVERLY 1966
 KW2003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2003+STABILITY: SURFACE MOTION
 KW2003
 KW2003  HISTORY     - Date     Condition        Report By
 KW2003  HISTORY     - 1966     MONUMENTED       CGS
 KW2003
 KW2003                          STATION DESCRIPTION
 KW2003
 KW2003'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2003'2.2 MI SW FROM DILLSBURG.
 KW2003'ABOUT 2.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 15 FROM ITS JUNCTION
 KW2003'WITH STATE HIGHWAY 74 IN THE NORTHWEST EDGE OF DILLSBURG, 97
 KW2003'FEET SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF
 KW2003'HIGHWAY, 15 FEET EAST OF THE APPROXIMATE CENTERLINE OF THE SERVICE
 KW2003'ROAD, 4 FEET WEST OF A POWER LINE POLE, SET IN THE TOP OF A
 KW2003'CONCRETE POST PROJECTING 4-INCHES AND IS ABOUT 10 FEET ABOVE
 KW2003'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5764 ***********************************************************************
 KV5764  DESIGNATION -  BEVERLY C L USE 1935
 KV5764  PID         -  KV5764
 KV5764  STATE/COUNTY-  PA/BUCKS
 KV5764  USGS QUAD   -  BEVERLY (1973)
 KV5764
 KV5764                         *CURRENT SURVEY CONTROL
 KV5764  ___________________________________________________________________
 KV5764* NAD 83(1992)-  40 04 14.55980(N)    074 56 04.62279(W)     ADJUSTED  
 KV5764* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5764  ___________________________________________________________________
 KV5764  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 KV5764  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KV5764
 KV5764  HORZ ORDER  -  THIRD
 KV5764
 KV5764.The horizontal coordinates were established by classical geodetic methods
 KV5764.and adjusted by the National Geodetic Survey in June 2002..
 KV5764
 KV5764.The orthometric height was scaled from a topographic map.
 KV5764
 KV5764.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5764
 KV5764.The geoid height was determined by GEOID03.
 KV5764
 KV5764;                    North         East     Units Scale Factor Converg.
 KV5764;SPC PA S     -    85,702.335   840,123.049   MT  0.99998136   +1 49 35.8
 KV5764;SPC PA S     -   281,175.08  2,756,303.70   sFT  0.99998136   +1 49 35.8
 KV5764;SPC NJ       -   137,455.559   112,928.297   MT  0.99991691   -0 16 47.2
 KV5764;SPC NJ       -   450,968.78    370,498.92   sFT  0.99991691   -0 16 47.2
 KV5764;UTM  18      - 4,435,607.550   505,575.275   MT  0.99960038   +0 02 31.5
 KV5764
 KV5764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5764!SPC PA S     -   1.00000506  x   0.99998136  =   0.99998642
 KV5764!SPC NJ       -   1.00000506  x   0.99991691  =   0.99992197
 KV5764!UTM  18      -   1.00000506  x   0.99960038  =   0.99960544
 KV5764
 KV5764:                Primary Azimuth Mark                     Grid Az
 KV5764:SPC PA S     -  BEVERLY ST STEPHENS CH SPIRE             111 08 03.8
 KV5764:SPC NJ       -  BEVERLY ST STEPHENS CH SPIRE             113 14 26.8
 KV5764:UTM  18      -  BEVERLY ST STEPHENS CH SPIRE             112 55 08.1
 KV5764
 KV5764|---------------------------------------------------------------------|
 KV5764| PID    Reference Object                     Distance      Geod. Az  |
 KV5764|                                                           dddmmss.s |
 KV5764| KV5715 BEVERLY ST STEPHENS CH SPIRE        APPROX. 1.6 KM 1125739.6 |
 KV5764| KV5711 BEVERLY WALL ROPE WORKS TANK        APPROX. 1.7 KM 1432058.2 |
 KV5764|---------------------------------------------------------------------|
 KV5764
 KV5764                          SUPERSEDED SURVEY CONTROL
 KV5764
 KV5764  NAD 83(1996)-  40 04 14.55959(N)    074 56 04.62290(W) AD(       ) 3
 KV5764  NAD 83(1986)-  40 04 14.55795(N)    074 56 04.62478(W) AD(       ) 3
 KV5764  NAD 27      -  40 04 14.15900(N)    074 56 06.01900(W) AD(       ) 3
 KV5764
 KV5764.Superseded values are not recommended for survey control.
 KV5764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5764.See file dsdata.txt to determine how the superseded data were derived.
 KV5764
 KV5764_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0557535608(NAD 83)
 KV5764_MARKER: Z = SEE DESCRIPTION
 KV5764_SETTING: 0 = UNSPECIFIED SETTING
 KV5764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5764
 KV5764  HISTORY     - Date     Condition        Report By
 KV5764  HISTORY     - 1935     MONUMENTED       USE
 KV5764  HISTORY     - 1947     GOOD             CGS
 KV5764
 KV5764                          STATION DESCRIPTION
 KV5764
 KV5764'DESCRIBED BY US ENGINEERS 1935 (EBR)
 KV5764'BEVERLY WALL ROPE WORKS TANK IS THE BEST AZIMUTH MARK.
 KV5764'
 KV5764'STATION IS BETWEEN CROYDEN AND ANDALUSIA, 1.5 MILES SW OF NESHAMINY
 KV5764'CREEK VIA STATE ROAD, 0.2 MILE SE OF STATE ROAD, ON RIVER BANK
 KV5764'13.92 FEET SE OF S CORNER BASE OF MUD ISLAND RANGE REAR LIGHT,
 KV5764'(BEVERLY RANGE FRONT LIGHT), 10.00 FEET SW OF E CONCRETE ANCHOR,
 KV5764'14.07 FEET NE OF W CONCRETE ANCHOR.  A STANDARD USED 8-INCH
 KV5764'GALVANIZED TOP MONUMENT.
 KV5764'
 KV5764'SUPPLEMENTARY SCHEME STATION.
 KV5764'
 KV5764'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 KV5764
 KV5764                          STATION RECOVERY (1947)
 KV5764
 KV5764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5764'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE AND
 KV5764'COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2006 ***********************************************************************
 KW2006  DESIGNATION -  BEVERLY RM 1
 KW2006  PID         -  KW2006
 KW2006  STATE/COUNTY-  PA/YORK
 KW2006  USGS QUAD   -  DILLSBURG (1984)
 KW2006
 KW2006                         *CURRENT SURVEY CONTROL
 KW2006  ___________________________________________________________________
 KW2006* NAD 83(1986)-  40 04 45.     (N)    077 02 48.     (W)     SCALED    
 KW2006* NAVD 88     -       226.334  (meters)     742.56   (feet)  ADJUSTED  
 KW2006  ___________________________________________________________________
 KW2006  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KW2006  DYNAMIC HT  -         226.216 (meters)     742.18  (feet)  COMP
 KW2006  MODELED GRAV-     980,098.0   (mgal)                       NAVD 88
 KW2006
 KW2006  VERT ORDER  -  SECOND    CLASS 0
 KW2006
 KW2006.The horizontal coordinates were scaled from a topographic map and have
 KW2006.an estimated accuracy of +/- 6 seconds.
 KW2006
 KW2006.The orthometric height was determined by differential leveling
 KW2006.and adjusted by the National Geodetic Survey in June 1991..
 KW2006
 KW2006.The geoid height was determined by GEOID03.
 KW2006
 KW2006.The dynamic height is computed by dividing the NAVD 88
 KW2006.geopotential number by the normal gravity value computed on the
 KW2006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2006.degrees latitude (g = 980.6199 gals.).
 KW2006
 KW2006.The modeled gravity was interpolated from observed gravity values.
 KW2006
 KW2006;                    North         East    Units  Estimated Accuracy
 KW2006;SPC PA S     -    83,050.      659,990.      MT  (+/- 180 meters Scaled)
 KW2006
 KW2006                          SUPERSEDED SURVEY CONTROL
 KW2006
 KW2006  NGVD 29 (??/??/??)  226.530  (m)          743.21   (f) ADJUSTED    2 0
 KW2006
 KW2006.Superseded values are not recommended for survey control.
 KW2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2006.See file dsdata.txt to determine how the superseded data were derived.
 KW2006
 KW2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK254385(NAD 83)
 KW2006_MARKER: DR = REFERENCE MARK DISK
 KW2006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2006_STAMPING: BEVERLY NO 1 1966
 KW2006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2006+STABILITY: SURFACE MOTION
 KW2006
 KW2006  HISTORY     - Date     Condition        Report By
 KW2006  HISTORY     - 1966     MONUMENTED       CGS
 KW2006  HISTORY     - 19990321 GOOD             USPSQD
 KW2006
 KW2006                          STATION DESCRIPTION
 KW2006
 KW2006'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2006'2.6 MI SW FROM DILLSBURG.
 KW2006'AT THE BEVERLY STATION SITE-- 13.85 FEET SOUTH OF THE STATION,
 KW2006'14 FEET SOUTH OF A METAL WITNESS SIGN, 3 FEET SOUTHWEST OF THE
 KW2006'FENCE, SET IN THE TOP OF A CONCRETE POST, FLUSH, AND IS ABOUT
 KW2006'LEVEL WITH THE STATION.
 KW2006
 KW2006                          STATION RECOVERY (1999)
 KW2006
 KW2006'RECOVERY NOTE BY US POWER SQUADRON 1999
 KW2006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2004 ***********************************************************************
 KW2004  DESIGNATION -  BEVERLY RM 2
 KW2004  PID         -  KW2004
 KW2004  STATE/COUNTY-  PA/YORK
 KW2004  USGS QUAD   -  DILLSBURG (1984)
 KW2004
 KW2004                         *CURRENT SURVEY CONTROL
 KW2004  ___________________________________________________________________
 KW2004* NAD 83(1986)-  40 04 45.     (N)    077 02 48.     (W)     SCALED    
 KW2004* NAVD 88     -       226.110  (meters)     741.83   (feet)  ADJUSTED  
 KW2004  ___________________________________________________________________
 KW2004  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KW2004  DYNAMIC HT  -         225.992 (meters)     741.44  (feet)  COMP
 KW2004  MODELED GRAV-     980,098.0   (mgal)                       NAVD 88
 KW2004
 KW2004  VERT ORDER  -  SECOND    CLASS 0
 KW2004
 KW2004.The horizontal coordinates were scaled from a topographic map and have
 KW2004.an estimated accuracy of +/- 6 seconds.
 KW2004
 KW2004.The orthometric height was determined by differential leveling
 KW2004.and adjusted by the National Geodetic Survey in June 1991..
 KW2004
 KW2004.The geoid height was determined by GEOID03.
 KW2004
 KW2004.The dynamic height is computed by dividing the NAVD 88
 KW2004.geopotential number by the normal gravity value computed on the
 KW2004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2004.degrees latitude (g = 980.6199 gals.).
 KW2004
 KW2004.The modeled gravity was interpolated from observed gravity values.
 KW2004
 KW2004;                    North         East    Units  Estimated Accuracy
 KW2004;SPC PA S     -    83,050.      659,990.      MT  (+/- 180 meters Scaled)
 KW2004
 KW2004                          SUPERSEDED SURVEY CONTROL
 KW2004
 KW2004  NGVD 29 (??/??/??)  226.306  (m)          742.47   (f) ADJUSTED    2 0
 KW2004
 KW2004.Superseded values are not recommended for survey control.
 KW2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2004.See file dsdata.txt to determine how the superseded data were derived.
 KW2004
 KW2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK254385(NAD 83)
 KW2004_MARKER: DR = REFERENCE MARK DISK
 KW2004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2004_STAMPING: BEVERLY NO 2 1966
 KW2004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2004+STABILITY: SURFACE MOTION
 KW2004
 KW2004  HISTORY     - Date     Condition        Report By
 KW2004  HISTORY     - 1966     MONUMENTED       CGS
 KW2004  HISTORY     - 19990321 GOOD             USPSQD
 KW2004
 KW2004                          STATION DESCRIPTION
 KW2004
 KW2004'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2004'2.6 MI SW FROM DILLSBURG.
 KW2004'AT THE BEVERLY STATION SITE-- 29.47 FEET NORTH OF THE STATION,
 KW2004'29.4 FEET NORTH OF THE METAL WITNESS SIGN, 3.6 FEET WEST OF THE
 KW2004'FENCE, SET IN THE TOP OF A CONCRETE POST, FLUSH, AND IS ABOUT
 KW2004'LEVEL WITH THE STATION.
 KW2004
 KW2004                          STATION RECOVERY (1999)
 KW2004
 KW2004'RECOVERY NOTE BY US POWER SQUADRON 1999
 KW2004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2850 ***********************************************************************
 KW2850  DESIGNATION -  BIG FLAT
 KW2850  PID         -  KW2850
 KW2850  STATE/COUNTY-  PA/CUMBERLAND
 KW2850  USGS QUAD   -  WALNUT BOTTOM (1977)
 KW2850
 KW2850                         *CURRENT SURVEY CONTROL
 KW2850  ___________________________________________________________________
 KW2850* NAD 83(1992)-  40 00 42.65711(N)    077 23 21.37374(W)     ADJUSTED  
 KW2850* NAVD 88     -       612.     (meters)    2008.     (feet)  SCALED    
 KW2850  ___________________________________________________________________
 KW2850  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 KW2850  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KW2850
 KW2850  HORZ ORDER  -  SECOND
 KW2850
 KW2850.The horizontal coordinates were established by classical geodetic methods
 KW2850.and adjusted by the National Geodetic Survey in June 2002..
 KW2850
 KW2850.The orthometric height was scaled from a topographic map.
 KW2850
 KW2850.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2850
 KW2850.The geoid height was determined by GEOID03.
 KW2850
 KW2850;                    North         East     Units Scale Factor Converg.
 KW2850;SPC PA S     -    75,401.674   630,798.324   MT  0.99998865   +0 14 02.5
 KW2850;SPC PA S     -   247,380.33  2,069,544.17   sFT  0.99998865   +0 14 02.5
 KW2850;UTM  18      - 4,431,806.942   296,077.484   MT  1.00011195   -1 32 12.1
 KW2850
 KW2850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2850!SPC PA S     -   0.99990937  x   0.99998865  =   0.99989802
 KW2850!UTM  18      -   0.99990937  x   1.00011195  =   1.00002131
 KW2850
 KW2850|---------------------------------------------------------------------|
 KW2850| PID    Reference Object                     Distance      Geod. Az  |
 KW2850|                                                           dddmmss.s |
 KW2850| CK6640 BIG FLAT RM 2                        21.025 METERS 00019     |
 KW2850| CK6638 BIG FLAT AZ MK                                     2352417.0 |
 KW2850| CK6639 BIG FLAT RM 1                        38.896 METERS 24920     |
 KW2850|---------------------------------------------------------------------|
 KW2850
 KW2850                          SUPERSEDED SURVEY CONTROL
 KW2850
 KW2850  NAD 83(1995)-  40 00 42.65437(N)    077 23 21.37621(W) AD(       ) 2
 KW2850  NAD 83(1986)-  40 00 42.65419(N)    077 23 21.37759(W) AD(       ) 2
 KW2850  NAD 27      -  40 00 42.32600(N)    077 23 22.43300(W) AD(       ) 2
 KW2850
 KW2850.Superseded values are not recommended for survey control.
 KW2850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2850.See file dsdata.txt to determine how the superseded data were derived.
 KW2850
 KW2850_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK9607731807(NAD 83)
 KW2850_MARKER: DS = TRIANGULATION STATION DISK
 KW2850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2850
 KW2850  HISTORY     - Date     Condition        Report By
 KW2850  HISTORY     - 1942     MONUMENTED       CGS
 KW2850  HISTORY     - 1952     GOOD             AMS
 KW2850  HISTORY     - 20060409 GOOD             GEOCAC
 KW2850
 KW2850                          STATION DESCRIPTION
 KW2850
 KW2850'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW2850'STATION IS ABOUT 9 MILES N OF CASHTOWN AND 8 MILES W OF BENDERSVILLE
 KW2850'AND ABOUT 1.25 MILES NE OF BIG FLAT LOOKOUT TOWER, ON THE TOP OF
 KW2850'WHAT IS KNOWN AS BIG FLAT RIDGE ON THE TOP OF SOUTH MOUNTAIN.  IT IS
 KW2850'35 FEET SE OF THE CENTER OF RIDGE ROAD, AND 0.05 MILE S OF A
 KW2850'SIGN, LEWIS TRAIL.  THE DISK IS STAMPED BIG FLAT 1942 AND PROJECTS 4
 KW2850'INCHES.
 KW2850'
 KW2850'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 KW2850'CONCRETE.
 KW2850'
 KW2850'REFERENCE MARK NO. 1 IS SW OF THE STATION AND 16 FEET W OF THE CENTER
 KW2850'OF RIDGE ROAD.  THE DISK IS STAMPED BIG FLAT NO. 1 1942 AND PROJECTS
 KW2850'4 INCHES.
 KW2850'
 KW2850'REFERENCE MARK NO. 2 IS N OF THE STATION AND 10 FEET W OF THE CENTER
 KW2850'OF RIDGE ROAD.  THE DISK IS STAMPED BIG FLAT NO. 2, 1942 AND PROJECTS
 KW2850'4 INCHES.
 KW2850'
 KW2850'THE AZIMUTH MARK IS ABOUT 1.2 MILES SSW OF THE STATION, 0.1 MILE N OF
 KW2850'BIG FLAT LOOKOUT TOWER, AND 20 FEET W OF THE CENTER OF RIDGE
 KW2850'ROAD.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN OUT-CROPPING
 KW2850'BEDROCK FLUSH WITH THE GROUND AND STAMPED BIG FLAT 1942.  TO
 KW2850'REACH FROM THE BIG FLAT LOOKOUT TOWER, GO N ON RIDGE ROAD FOR 0.1
 KW2850'MILE TO THE MARK ON THE LEFT.
 KW2850'
 KW2850'TO REACH THE STATION FROM CASHTOWN (A SMALL TOWN W OF GETTYSBURG ON
 KW2850'U.S. HIGHWAY 30) GO W ON U.S. HIGHWAY 30 FOR 7.0 MILES TO THE
 KW2850'JUNCTION OF STATE HIGHWAY 233 (CROSSROADS), TURN RIGHT AND GO N ON
 KW2850'HIGHWAY 233 FOR 7.0 MILES TO CROSSROADS, THENCE LEFT AND FOLLOW DIRT
 KW2850'ROAD W ACROSS VALLEY AND UP MOUNTAIN FOR 2.4 MILES TO THE JUNCTION OF
 KW2850'THE RIDGE ROAD, TURN RIGHT ON RIDGE ROAD AND GO N FOR 0.25 MILE TO
 KW2850'BIG FLAT LOOKOUT TOWER, CONTINUE STRAIGHT AHEAD ON RIDGE ROAD FOR 0.9
 KW2850'MILE TO A SIDE ROAD RIGHT, CONTINUE STRAIGHT AHEAD ON RIDGE ROAD
 KW2850'FOR 0.4 MILE TO THE STATION ON THE RIGHT.  MARK IS WITNESSED BY
 KW2850'A 4 BY 4 POST PAINTED WHITE.
 KW2850'
 KW2850'A 77-FOOT TOWER IS REQUIRED TO CLEAR ALL LINES.
 KW2850
 KW2850                          STATION RECOVERY (1952)
 KW2850
 KW2850'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 KW2850'THE STATION, A STANDARD USC AND GS BRONZE TRIANGULATION DISC, SET IN
 KW2850'THE TOP OF A 1 FOOT SQUARE CONCRETE POST, PROJECTING 4
 KW2850'INCHES, WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  BOTH REFERENCE
 KW2850'MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KW2850'
 KW2850'THE AZIMUTH WAS NOT RECOVERED.  AN ANT HILL, 2-1/2 TO A FEET HIGH IS
 KW2850'COVERING THE ROCK AND DRILL HOLE.
 KW2850'
 KW2850'THE STATION IS LOCATED IN DENSE BRUSH, 35 FEET SOUTHEAST OF THE
 KW2850'CENTERLINE OF THE ROAD.  NO PHOTO-IDENTIFIABLE OBJECTS NEAR.
 KW2850
 KW2850                          STATION RECOVERY (2006)
 KW2850
 KW2850'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2850'BOTH REFERENCE MARKS WERE ALSO RECOVERED IN GOOD CONDITION - AZIMUTH
 KW2850'MARK WAS NOT RECOVERED AFTER CASUAL SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2851 ***********************************************************************
 KW2851  DESIGNATION -  BIG FLAT LOOKOUT TOWER
 KW2851  PID         -  KW2851
 KW2851  STATE/COUNTY-  PA/CUMBERLAND
 KW2851  USGS QUAD   -  WALNUT BOTTOM (1977)
 KW2851
 KW2851                         *CURRENT SURVEY CONTROL
 KW2851  ___________________________________________________________________
 KW2851* NAD 83(1992)-  40 00 06.72200(N)    077 24 27.05247(W)     ADJUSTED  
 KW2851* NAVD 88     -                                                        
 KW2851  ___________________________________________________________________
 KW2851  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 KW2851  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KW2851
 KW2851  HORZ ORDER  -  THIRD
 KW2851
 KW2851.The horizontal coordinates were established by classical geodetic methods
 KW2851.and adjusted by the National Geodetic Survey in June 2002..
 KW2851
 KW2851
 KW2851.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2851
 KW2851.The geoid height was determined by GEOID03.
 KW2851
 KW2851;                    North         East     Units Scale Factor Converg.
 KW2851;SPC PA S     -    74,287.146   629,244.989   MT  0.99998999   +0 13 19.9
 KW2851;SPC PA S     -   243,723.74  2,064,447.93   sFT  0.99998999   +0 13 19.9
 KW2851;UTM  18      - 4,430,740.805   294,490.253   MT  1.00011996   -1 32 53.2
 KW2851
 KW2851                          SUPERSEDED SURVEY CONTROL
 KW2851
 KW2851  NAD 83(1995)-  40 00 06.71962(N)    077 24 27.05454(W) AD(       ) 4
 KW2851  NAD 83(1986)-  40 00 06.71963(N)    077 24 27.05625(W) AD(       ) 4
 KW2851  NAD 27      -  40 00 06.40300(N)    077 24 28.08900(W) AD(       ) 3
 KW2851
 KW2851.Superseded values are not recommended for survey control.
 KW2851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2851.See file dsdata.txt to determine how the superseded data were derived.
 KW2851
 KW2851_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK9449030741(NAD 83)
 KW2851_MARKER: 57 = LOOKOUT TOWER
 KW2851
 KW2851  HISTORY     - Date     Condition        Report By
 KW2851  HISTORY     - 1942     FIRST OBSERVED   CGS
 KW2851  HISTORY     - 1952     GOOD             AMS
 KW2851  HISTORY     - 20060409 GOOD             GEOCAC
 KW2851
 KW2851                          STATION DESCRIPTION
 KW2851
 KW2851'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW2851'THIS INTERSECTION STATION IS THE BIG FLAT LOOKOUT TOWER, LOCATED
 KW2851'ABOUT 9 MILES N OF CASHTOWN AND 8 MILES W OF BENDERSVILLE,
 KW2851'ON THE TOP OF BIG FLAT RIDGE, AND ON PROPERTY OWNED BY THE STATE OF
 KW2851'PENNSYLVANIA.  IT IS A FOUR-LEGGED STEEL STRUCTURE 75 FEET HIGH
 KW2851'WITH A GLASS-ENCLOSED CAB ON THE TOP AND PAINTED IN ALTERNATE
 KW2851'SECTIONS OF RED AND GREY.  THE CAB HAS THE NUMERALS 40 PAINTED IN
 KW2851'WHITE ON THE SIDES.  POINT OBSERVED UPON WAS THE APEX OF THE ROOF.
 KW2851
 KW2851                          STATION RECOVERY (1952)
 KW2851
 KW2851'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 KW2851'THE STATION IS THE APEX OF THE CAB OF A 75 FOOT HIGH FOREST SERVICE
 KW2851'LOOKOUT TOWER.  THE TOWER IS IN POOR REPAIR AS FAR AS EXTERNAL
 KW2851'SHEETING IS CONCERNED, BUT THE FRAME IS INTACT IN GOOD CONDITION.
 KW2851'THE TOWER IS 192.8 FOOT NORTHWEST OF CENTERLINE OF ROAD AND
 KW2851'TRAIL TO TOWER, IN LINE WITH THE SOUTH EDGE OF TRAIL, AND IN LINE
 KW2851'WITH A TELEPHOE LINE CLEARING TO THE SOUTHWEST.
 KW2851
 KW2851                          STATION RECOVERY (2006)
 KW2851
 KW2851'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2851'TOWER IS 192.8 FEET NORTHWEST OF CENTERLINE OF RIDGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2826 ***********************************************************************
 KW2826  DESIGNATION -  BIG HILL
 KW2826  PID         -  KW2826
 KW2826  STATE/COUNTY-  PA/ADAMS
 KW2826  USGS QUAD   -  MOUNT HOLLY SPRINGS (1973)
 KW2826
 KW2826                         *CURRENT SURVEY CONTROL
 KW2826  ___________________________________________________________________
 KW2826* NAD 83(1992)-  40 00 15.85590(N)    077 14 25.33669(W)     ADJUSTED  
 KW2826* NAVD 88     -       398.     (meters)    1306.     (feet)  SCALED    
 KW2826  ___________________________________________________________________
 KW2826  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 KW2826  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KW2826
 KW2826  HORZ ORDER  -  SECOND
 KW2826
 KW2826.The horizontal coordinates were established by classical geodetic methods
 KW2826.and adjusted by the National Geodetic Survey in June 2002..
 KW2826
 KW2826.The orthometric height was scaled from a topographic map.
 KW2826
 KW2826.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2826
 KW2826.The geoid height was determined by GEOID03.
 KW2826
 KW2826;                    North         East     Units Scale Factor Converg.
 KW2826;SPC PA S     -    74,637.712   643,515.672   MT  0.99998965   +0 19 50.3
 KW2826;SPC PA S     -   244,873.89  2,111,267.67   sFT  0.99998965   +0 19 50.3
 KW2826;UTM  18      - 4,430,650.209   308,766.308   MT  1.00005022   -1 26 26.3
 KW2826
 KW2826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2826!SPC PA S     -   0.99994293  x   0.99998965  =   0.99993258
 KW2826!UTM  18      -   0.99994293  x   1.00005022  =   0.99999314
 KW2826
 KW2826|---------------------------------------------------------------------|
 KW2826| PID    Reference Object                     Distance      Geod. Az  |
 KW2826|                                                           dddmmss.s |
 KW2826| CK6643 BIG HILL RM 2                        25.305 METERS 03255     |
 KW2826| CK6641 BIG HILL AZ MK                                     0934955.0 |
 KW2826| JV4162 BIGLERVILLE LARGE WATER TANK        APPROX. 8.5 KM 1824446.0 |
 KW2826| JV4164 BIGLERVILLE SMALL WATER TANK        APPROX. 8.5 KM 1830857.6 |
 KW2826| JV4163 BIGLERVILLE RED BRICK STACK         APPROX. 8.4 KM 1833144.2 |
 KW2826| CK6642 BIG HILL RM 1                        21.200 METERS 31204     |
 KW2826| KW2849 BUCK RIDGE LOOKOUT TOWER            APPROX. 7.9 KM 3441339.9 |
 KW2826|---------------------------------------------------------------------|
 KW2826
 KW2826                          SUPERSEDED SURVEY CONTROL
 KW2826
 KW2826  NAD 83(1986)-  40 00 15.85262(N)    077 14 25.33923(W) AD(       ) 2
 KW2826  NAD 27      -  40 00 15.52100(N)    077 14 26.40000(W) AD(       ) 2
 KW2826
 KW2826.Superseded values are not recommended for survey control.
 KW2826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2826.See file dsdata.txt to determine how the superseded data were derived.
 KW2826
 KW2826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK0876630650(NAD 83)
 KW2826_MARKER: DS = TRIANGULATION STATION DISK
 KW2826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2826
 KW2826  HISTORY     - Date     Condition        Report By
 KW2826  HISTORY     - 1942     MONUMENTED       CGS
 KW2826  HISTORY     - 1952     GOOD             AMS
 KW2826
 KW2826                          STATION DESCRIPTION
 KW2826
 KW2826'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW2826'THE STATION IS LOCATED ABOUT 5.5 MILES N OF BIGLERVILLE, AND 6.75
 KW2826'MILES W OF YORK SPRINGS, IN THE NW CORNER OF AN APPLE ORCHARD AT THE
 KW2826'EDGE OF THE WOODS, AND ON PROPERTY OWNED BY THE MT. TABOR ORCHARD
 KW2826'COMPANY OF GETTYSBURG, PENNSYLVANIA.  IT IS 300 FEET W OF THE
 KW2826'E-AND-W WOODS LINE AND 150 FEET NW OF THE HIGHEST POINT OF THE HILL.
 KW2826'THE DISK IS STAMPED BIG HILL 1942, AND PROJECTS 4 INCHES.
 KW2826'
 KW2826'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 KW2826'CONCRETE.
 KW2826'
 KW2826'REFERENCE MARK NO. 1 IS NNW OF THE STATION IN A THICKET, 25 FEET NW
 KW2826'OF A LARGE WHITE ROCK 4 FEET HIGH.  THE DISK IS STAMPED BIG HILL
 KW2826'NO. 1, 1942 AND PROJECTS 4 INCHES.
 KW2826'
 KW2826'REFERENCE MARK NO. 2 IS NNE OF THE STATION AT THE W EDGE OF WOODS AND
 KW2826'5 FEET N OF A LARGE WHITE ROCK.  THE DISK IS STAMPED BIG HILL
 KW2826'NO. 2 1942, AND PROJECTS 4 INCHES.
 KW2826'
 KW2826'THE AZIMUTH MARK IS A STANDARD DISK, ABOUT 0.3 MILE E OF THE STATION,
 KW2826'SET IN A DRILL HOLE IN BEDROCK ABOUT 3 BY 2 FEET IN DIAMETER AND
 KW2826'PROJECTS 6 INCHES.  IT IS 0.1 MILE NE OF THE RED HOUSE, 40 FEET W OF
 KW2826'A DIM ROAD THROUGH APPLE ORCHARD, AND 100 FEET N OF ROAD LEADING TO
 KW2826'STATION.  THE DISK IS STAMPED BIG HILL 1942.  TO REACH FROM THE RED
 KW2826'HOUSE GO E ON DIRT ROAD FOR 0.1 MILE TO TOP OF GRADE AND DIM ROAD
 KW2826'LEFT THROUGH ORCHARD, AND MARK ON LEFT IN WHITE ROCK.
 KW2826'
 KW2826'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 34 AND 234
 KW2826'IN BIGLERVILLE GO N ON STATE HIGHWAY 34 FOR 2.8 MILES TO A
 KW2826'FORKS, BEAR RIGHT AND CONTINUE ON STATE HIGHWAY 34 FOR 1.45 MILES TO
 KW2826'CROSSROADS WITH TWO SERVICE STATIONS ON THE RIGHT, BEAR LEFT AND GO
 KW2826'NW FOR 2.7 MILES TO A SIDE ROAD RIGHT (RED BRICK CHURCH ON RIGHT),
 KW2826'TURN RIGHT AND GO E FOR 0.5 MILE TO A SIDE ROAD LEFT, CONTINUE
 KW2826'STRAIGHT AHEAD FOR 0.1 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO S
 KW2826'FOR 0.2 MILE TO A RIGHT TURN IN ROAD, TURN RIGHT AND GO W 0.2
 KW2826'MILE TO A SIDE ROAD RIGHT JUST AFTER PASSING RED HOUSE AND BARN ON
 KW2826'LEFT, TURN RIGHT AND GO N 0.1 MILE TO A SIDE ROAD LEFT, TURN LEFT AND
 KW2826'GO 0.05 MILE TO TOP OF RIDGE, TURN RIGHT AND GO N THROUGH APPLE
 KW2826'ORCHARD FOR 0.1 MILE TO TOP OF HILL AND STATION.
 KW2826'
 KW2826'A 64-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 KW2826
 KW2826                          STATION RECOVERY (1952)
 KW2826
 KW2826'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 KW2826'THE STATION, A STANDARD USC AND GS BRONZE TRIANGULATION DISC SET IN
 KW2826'THE TOP OF A 1 FOOT SQUARE CONCRETE POST, PROJECTING 6 INCHES, WAS
 KW2826'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KW2826'
 KW2826'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION, BUT REFERENCE MARK
 KW2826'2 IS DESTROYED.  (FOUND UNEARTHED NEAR ITS PUBLISHED
 KW2826'POSITION)
 KW2826'
 KW2826'THE STATION IS COUNTING FROM THE EAST, BETWEEN THE 4TH AND 5TH
 KW2826'NORTH-SOUTH ROWS OF TREES IN ORCHARD, 28.1 FOOT SOUTHWEST OF 4TH TREE
 KW2826'IN THE SECOND EAST-WEST ROW FROM NORTH, 51.0 FOOT NORTHWEST OF 5TH
 KW2826'TREE IN THIRD EAST-WEST ROW FROM NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3047 ***********************************************************************
 KY3047  DESIGNATION -  BIG KNOB
 KY3047  PID         -  KY3047
 KY3047  STATE/COUNTY-  PA/BEAVER
 KY3047  USGS QUAD   -  BADEN (1990)
 KY3047
 KY3047                         *CURRENT SURVEY CONTROL
 KY3047  ___________________________________________________________________
 KY3047* NAD 83(1992)-  40 43 15.57107(N)    080 12 01.03602(W)     ADJUSTED  
 KY3047* NAVD 88     -       422.     (meters)    1385.     (feet)  SCALED    
 KY3047  ___________________________________________________________________
 KY3047  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 KY3047  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 KY3047
 KY3047  HORZ ORDER  -  FIRST
 KY3047
 KY3047.The horizontal coordinates were established by classical geodetic methods
 KY3047.and adjusted by the National Geodetic Survey in June 2002..
 KY3047
 KY3047.The orthometric height was scaled from a topographic map.
 KY3047
 KY3047.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3047
 KY3047.The geoid height was determined by GEOID03.
 KY3047
 KY3047;                    North         East     Units Scale Factor Converg.
 KY3047;SPC PA S     -   156,952.329   393,010.353   MT  0.99997060   -1 35 23.0
 KY3047;SPC PA S     -   514,934.43  1,289,401.47   sFT  0.99997060   -1 35 23.0
 KY3047;UTM  17      - 4,508,092.783   567,540.167   MT  0.99965615   +0 31 18.2
 KY3047
 KY3047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3047!SPC PA S     -   0.99993919  x   0.99997060  =   0.99990979
 KY3047!UTM  17      -   0.99993919  x   0.99965615  =   0.99959536
 KY3047
 KY3047:                Primary Azimuth Mark                     Grid Az
 KY3047:SPC PA S     -  DETZEL                                   036 47 47.5
 KY3047:UTM  17      -  DETZEL                                   034 41 06.3
 KY3047
 KY3047|---------------------------------------------------------------------|
 KY3047| PID    Reference Object                     Distance      Geod. Az  |
 KY3047|                                                           dddmmss.s |
 KY3047| KY3022 DETZEL                              APPROX.15.5 KM 0351224.5 |
 KY3047| CX3245 BIG KNOB RM 1                        14.589 METERS 05218     |
 KY3047| CX3246 BIG KNOB RM 2                        12.086 METERS 31816     |
 KY3047| KY3023 ELWOOD CITY ATT MICROWAVE MAST      APPROX.14.0 KM 3520353.7 |
 KY3047|---------------------------------------------------------------------|
 KY3047
 KY3047                          SUPERSEDED SURVEY CONTROL
 KY3047
 KY3047  NAD 83(1995)-  40 43 15.57202(N)    080 12 01.03583(W) AD(       ) 1
 KY3047  NAD 83(1986)-  40 43 15.57579(N)    080 12 01.04415(W) AD(       ) 1
 KY3047  NAD 27      -  40 43 15.33400(N)    080 12 01.82800(W) AD(       ) 1
 KY3047
 KY3047.Superseded values are not recommended for survey control.
 KY3047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3047.See file dsdata.txt to determine how the superseded data were derived.
 KY3047
 KY3047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF6754008093(NAD 83)
 KY3047_MARKER: Z = SEE DESCRIPTION
 KY3047_SETTING: 0 = UNSPECIFIED SETTING
 KY3047_MARK LOGO: USGS  
 KY3047_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3047
 KY3047  HISTORY     - Date     Condition        Report By
 KY3047  HISTORY     - 1928     MONUMENTED       USGS
 KY3047  HISTORY     - 1950     GOOD             CGS
 KY3047  HISTORY     - 1959     GOOD             CGS
 KY3047  HISTORY     - 19970703 GOOD             USE
 KY3047
 KY3047                          STATION DESCRIPTION
 KY3047
 KY3047'DESCRIBED BY US GEOLOGICAL SURVEY 1928 (WM)
 KY3047'STATION IS ABOUT 4 MILES E OF ROCHESTER, ON PROMINENT HILL WITH
 KY3047'STEEP SIDES KNOWN AS BEAVER KNOB.
 KY3047'
 KY3047'TWO REFERENCE MARKS, STANDARD BRONZE DISKS SET IN CONCRETE AS
 KY3047'DESCRIBED, WERE ESTABLISHED.
 KY3047'
 KY3047'REACHED FROM ROCHESTER BY HIGHWAY TO FREEDOM, 2 MILES THENCE BY
 KY3047'MACADAM ROAD N AND E TO STATION.  HILL CAN BE ASCENDED FROM ROADS
 KY3047'ON EITHER S OR E SIDES.  STATION IS AT N END OF 2-1/2 ACRE
 KY3047'CULTIVATED FIELD WHICH BELONGS TO MR. E.H.  POWELL.  THE OLD
 KY3047'GEOLOGICAL MARK WAS REINFORCED BY CONCRETE.
 KY3047'
 KY3047'HEIGHT OF SIGNAL ABOVE STATION MARK - 4 FEET.
 KY3047
 KY3047                          STATION RECOVERY (1950)
 KY3047
 KY3047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (PLB)
 KY3047'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 KY3047'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.  THIS STATION
 KY3047'WAS NOT OCCUPIED IN 1950 BY AN OBSERVING PARTY.  THE STATION WAS
 KY3047'REACHED BY BOTH MEANS OF TRAVEL MENTIONED IN THE 1928 DESCRIPTION.
 KY3047
 KY3047                          STATION RECOVERY (1959)
 KY3047
 KY3047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCC)
 KY3047'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 KY3047'DESCRIBED AND FOUND IN GOOD CONDITION.  A DIFFERENCE OF 13 MINUTES
 KY3047'WAS NOTED TO REFERENCE MARK 1.  THE DISTANCE TO REFERENCE MARK 1
 KY3047'CHECKED THE 1928 DATA.  THE DISTANCE AND DIRECTION TO REFERENCE
 KY3047'MARK 2 CHECKED THE 1928 DATA.
 KY3047'
 KY3047'A NEW TO REACH THE STATION AND ADDITIONAL NOTES FOLLOW-
 KY3047'
 KY3047'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND
 KY3047'STATE HIGHWAY 68 IN THE SOUTHEAST SECTION OF THE BUSINESS
 KY3047'DISTRICT IN ZELIENOPLE, GO WEST ON STATE HIGHWAY 68 FOR 2.87
 KY3047'MILES TO A FORK. TAKE THE LEFT FORK AND CONTINUE STRAIGHT AHEAD,
 KY3047'WEST, ON STATE HIGHWAY 68 FOR 2.04 MILES TO THE JUNCTION OF STATE
 KY3047'HIGHWAYS 68 AND 989.  TURN LEFT AND GO SOUTH ON STATE HIGHWAY 989
 KY3047'(GLEN EDEN RD.) FOR 1.64 MILES TO THE JUNCTION OF COUNTY HIGHWAY
 KY3047'04011 AND STATE HIGHWAY 989.  TURN RIGHT AND GO WEST ON COUNTY
 KY3047'HIGHWAY 04011 AND STATE HIGHWAY 989 FOR 1.07 MILES TO A FORK.
 KY3047'TAKE THE RIGHT FORK AND GO WEST AND SOUTH ON A PAVED ROAD FOR 0.95
 KY3047'MILE TO A T-ROAD INTERSECTION.  TURN RIGHT AND GO WEST ON A
 KY3047'BLACKTOP ROAD FOR 0.27 MILE TO A FIELD ENTRANCE ON THE RIGHT.
 KY3047'TURN RIGHT AND GO NORTHEAST ON A DIM TRACK ROAD ACROSS A SMALL
 KY3047'MEADOW FOR ABOUT 75 YARDS T EDGE OF A TIMBER.  TURN LEFT AND GO
 KY3047'NORTH-NORTHWEST ON A TRACK ALONG THE WEST EDGE OF A TIMBER FOR 0.2
 KY3047'MILE, THENCE TURN RIGHT INTO THE WOODS AND GO NORTH ON A WOODS
 KY3047'ROAD FOR ABOUT 100 FEET, THENCE TURN SHARP RIGHT AND GO SOUTHEAST
 KY3047'FOR 0.13 MILE TO THE TOP THE RIDGE.  TURN LEFT AND GO NORTH
 KY3047'ACROSS AN OPEN GRASSY AREA FOR 0.1 MILE TO THE EDGE OF THE TIMBER
 KY3047'AND THE STATION.
 KY3047'
 KY3047'NOTE- A 4-WHEEL DRIVE VEHICLE IS REQUIRED TO DRIVE THE LAST 0.24
 KY3047'MILE TO THE STATION.
 KY3047'
 KY3047'HEIGHT OF LIGHT ABOVE STATION MARK- 23 METERS.
 KY3047
 KY3047                          STATION RECOVERY (1997)
 KY3047
 KY3047'RECOVERY NOTE BY US ENGINEERS 1997 (DTM)
 KY3047'NOTE--THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 KY3047'CONDITION.  THE SITE IS NOW HEAVILY WOODED AND IS ACCESSABLE BY FOOT
 KY3047'ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2868 ***********************************************************************
 KW2868  DESIGNATION -  BIG KNOB
 KW2868  PID         -  KW2868
 KW2868  STATE/COUNTY-  PA/PERRY
 KW2868  USGS QUAD   -  BLAIN (1984)
 KW2868
 KW2868                         *CURRENT SURVEY CONTROL
 KW2868  ___________________________________________________________________
 KW2868* NAD 83(1992)-  40 21 27.80028(N)    077 32 47.39220(W)     ADJUSTED  
 KW2868* NAVD 88     -       659.4    (meters)    2163.     (feet)  VERTCON   
 KW2868  ___________________________________________________________________
 KW2868  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 KW2868  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KW2868
 KW2868  HORZ ORDER  -  FIRST
 KW2868
 KW2868.The horizontal coordinates were established by classical geodetic methods
 KW2868.and adjusted by the National Geodetic Survey in June 2002..
 KW2868
 KW2868.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2868
 KW2868.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2868
 KW2868.The geoid height was determined by GEOID03.
 KW2868
 KW2868;                    North         East     Units Scale Factor Converg.
 KW2868;SPC PA S     -   113,762.725   617,286.121   MT  0.99996081   +0 07 55.3
 KW2868;SPC PA S     -   373,236.54  2,025,212.88   sFT  0.99996081   +0 07 55.3
 KW2868;UTM  18      - 4,470,575.015   283,758.606   MT  1.00017564   -1 38 58.7
 KW2868
 KW2868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2868!SPC PA S     -   0.99990188  x   0.99996081  =   0.99986270
 KW2868!UTM  18      -   0.99990188  x   1.00017564  =   1.00007751
 KW2868
 KW2868:                Primary Azimuth Mark                     Grid Az
 KW2868:SPC PA S     -  BIG KNOB AZ MK                           204 48 12.5
 KW2868:UTM  18      -  BIG KNOB AZ MK                           206 35 06.5
 KW2868
 KW2868|---------------------------------------------------------------------|
 KW2868| PID    Reference Object                     Distance      Geod. Az  |
 KW2868|                                                           dddmmss.s |
 KW2868| CK6644 BIG KNOB AZ MK                                     2045607.8 |
 KW2868| KW2867 BIG KNOB LOOKOUT TOWER               10.850 METERS 26403     |
 KW2868| CK6645 BIG KNOB RM 1                        13.360 METERS 27348     |
 KW2868| KW2871 BLUE                                APPROX.17.0 KM 3014000.8 |
 KW2868| CK6646 BIG KNOB RM 2                         9.806 METERS 35505     |
 KW2868|---------------------------------------------------------------------|
 KW2868
 KW2868                          SUPERSEDED SURVEY CONTROL
 KW2868
 KW2868  NAD 83(1986)-  40 21 27.79925(N)    077 32 47.39757(W) AD(       ) 1
 KW2868  NAD 27      -  40 21 27.50200(N)    077 32 48.43700(W) AD(       ) 1
 KW2868  NGVD 29 (07/19/86)  659.6    (m)         2164.     (f) VERT ANG       
 KW2868
 KW2868.Superseded values are not recommended for survey control.
 KW2868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2868.See file dsdata.txt to determine how the superseded data were derived.
 KW2868
 KW2868_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK8375970575(NAD 83)
 KW2868_MARKER: DS = TRIANGULATION STATION DISK
 KW2868_SETTING: 80 = SET IN A BOULDER
 KW2868_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KW2868
 KW2868  HISTORY     - Date     Condition        Report By
 KW2868  HISTORY     - 1935     MONUMENTED       CGS
 KW2868  HISTORY     - 1941     GOOD             CGS
 KW2868  HISTORY     - 1978     GOOD             NGS
 KW2868
 KW2868                          STATION DESCRIPTION
 KW2868
 KW2868'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KW2868'STATION IS LOCATED ON THE S END OF CONOCOCHEAGUE HILL AT THE SITE OF
 KW2868'BIG KNOB FIRE LOOKOUT TOWER (KNOWN ALSO AS EAST WATERFORD FIRE
 KW2868'TOWER) AND AIRWAY BEACON NO. CP 28A LOCATED ON TOP OF THE FIRE TOWER.
 KW2868'STATION IS 35.5 FEET ENE FROM THE CENTER OF FIRE TOWER, 19.5 FEET
 KW2868'SSE FROM THE CENTER LINE OF ROAD RUNNING NE
 KW2868'DOWN THE MOUNTAIN AND 92.3 FEET SSE FROM THE E CORNER OF RANGERS
 KW2868'CABIN.
 KW2868'
 KW2868'STATION MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE IN A BOULDER
 KW2868'AND PROJECTS 2 INCHES.
 KW2868'
 KW2868'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN SW ANCHOR POST OF THE
 KW2868'FIRE TOWER.
 KW2868'
 KW2868'REFERENCE MARK NO. 2 IS 13 FEET NW FROM CENTER LINE OF ROAD.  IT IS A
 KW2868'STANDARD DISK SET IN A DRILL HOLE IN A 30-INCH ROUND BOULDER
 KW2868'FLUSH WITH THE GROUND.
 KW2868'
 KW2868'TO REACH THE STATION FROM HONEY GROVE, GO E 4.0 MILES ON LOYSVILLE
 KW2868'ROAD TO Y, BEAR RIGHT AND GO 1.2 MILES, TURN SHARP RIGHT ON
 KW2868'DIRT ROAD AND GO 5.5 MILES TO T, TURN RIGHT AND GO 0.3 MILE TO BIG
 KW2868'KNOB FIRE TOWER AND STATION ON LEFT.
 KW2868'
 KW2868'A 37-FOOT TOWER REQUIRED FOR OBSERVATIONS.
 KW2868'
 KW2868'HEIGHT OF LIGHT ABOVE STATION MARK- 14 METERS.
 KW2868
 KW2868                          STATION RECOVERY (1941)
 KW2868
 KW2868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KW2868'STATION WAS RECOVERED AS DESCRIBED.  ALL OF THE MARKS WERE FOUND TO
 KW2868'BE IN GOOD CONDITION.  A NEW AZIMUTH MARK WAS ESTABLISHED.
 KW2868'THE DISTANCES TO THE REFERENCE MARKS AND THE BIG KNOB LOOKOUT TOWER
 KW2868'CHECKED SATISFACTORILY, HOWEVER, A DIFFERENCE WAS FOUND IN THE
 KW2868'DIRECTION TO THE LOOKOUT TOWER AND REFERENCE MARK NO. 1.  A NEW
 KW2868'DESCRIPTION FOLLOWS-
 KW2868'
 KW2868'THE STATION IS ON THE S END OF CONOCOCHEAGUE HILL, 3.5 MILES NNE OF
 KW2868'NEW GERMANTOWN, 35.7 FEET E OF THE CENTER OF THE LOOKOUT TOWER,
 KW2868'19.5 FEET S OF THE CENTER OF THE ROAD RUNNING E DOWN THE RIDGE, AND
 KW2868'92.3 FEET SSE OF THE SE CORNER OF THE RANGERS CABIN.  IT IS
 KW2868'STAMPED BIG KNOB 1935 AND IS SET FLUSH.
 KW2868'
 KW2868'REFERENCE MARK NO. 1 IS W OF THE STATION IN THE SW FOOTING OF THE
 KW2868'LOOKOUT TOWER.  IT IS STAMPED BIG KNOB NO. 1 1935 AND IS SET FLUSH.
 KW2868'
 KW2868'REFERENCE MARK NO. 2 IS N OF THE STATION, 13 FEET N OF THE
 KW2868'CENTER OF THE ROAD.  IT IS SET IN BEDROCK THAT HAS A 30-INCH EXPOSED
 KW2868'SURFACE.  IT IS STAMPED BIG KNOB NO. 2 1935 AND IS SET FLUSH.
 KW2868'
 KW2868'AZIMUTH MARK IS 24 FEET SE OF THE CENTER OF THE ROAD.  IT IS A
 KW2868'STANDARD DISK SET FLUSH IN A DRILL HOLE IN BEDROCK THAT HAS A 1- BY
 KW2868'8-INCH EXPOSED SURFACE AND PROJECTS ABOUT 2 FEET.  IT IS STAMPED BIG
 KW2868'KNOB 1941.
 KW2868'
 KW2868'TO REACH FROM THE STATION, FOLLOW THE MAIN ROAD E DOWN THE RIDGE FOR
 KW2868'2.75 MILES TO A FORKS, TAKE THE LEFT FORK AND GO 0.05 MILE TO THE
 KW2868'AZIMUTH MARK ON THE LEFT.
 KW2868'
 KW2868'TO REACH THE STATION FROM NEW GERMANTOWN, GO NORTHERLY ON THE GRADED
 KW2868'DIRT ROAD TOWARD EAST WATERFORD FOR 2.75 MILES TO THE TOP OF THE
 KW2868'GRADE, CONTINUE ON THE MAIN-TRAVELED ROAD FOR 2.05 MILES TO A ROAD
 KW2868'LEADING SHARP RIGHT AT SIGN FIRE TOWER 6 MI., TURN RIGHT AND GO
 KW2868'0.75 MILE TO A FORKS AT SIGN LITTLE KNOB ROAD, TAKE LEFT FORK AND GO
 KW2868'1.1 MILES TO ANOTHER FORKS, KEEP TO THE LEFT AND GO 3.5 MILES TO A
 KW2868'FORKS, KEEP TO THE LEFT AND CONTINUE UP THE RIDGE FOR 0.35 MILE TO
 KW2868'THE LOOKOUT TOWER AND THE STATION.
 KW2868'
 KW2868'A 37-FOOT TOWER WILL SEE A 37-FOOT LIGHT AT TUSCA, 47-FOOT LIGHTS AT
 KW2868'STATIONS BOWERS AND CONOCOCHEAGUE, A 74-FOOT LIGHT AT STATION ROUND
 KW2868'TOP, AND AN 87-FOOT LIGHT AT BLUE.
 KW2868
 KW2868                          STATION RECOVERY (1978)
 KW2868
 KW2868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 KW2868'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 KW2868'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 KW2868'NOT FOUND AT THIS DATE.  THE DISTANCE AND DIRECTION TO THE
 KW2868'REFERENCE MARKS COMPARED FAVORABLY WITH THE 1941 DATA.  THE
 KW2868'DIRECTION TO BIG KNOB LOOKOUT TOWER COMPARED FAVORABLY WITH
 KW2868'THE 1941 DATA, HOWEVER, A LONGER DISTANCE OF 0.056 METER WAS
 KW2868'NOTED AND VERIFIED.  A NEW DESCRIPTION FOLLOWS.
 KW2868'
 KW2868'THE STATION IS LOCATED 17-1/2 MILES SOUTH OF LEWISTOWN, 3-1/2
 KW2868'MILES NORTH-NORTHEAST OF NEW GERMANTOWN, 2-1/2 MILES NORTHWEST
 KW2868'OF BLAIN AND ON STATE FOREST LAND.  PERMISSION WAS OBTAINED
 KW2868'FROM MR. KENNETH REED, FOREST RANGER OF DISTRICT 3,
 KW2868'PENNSYLVANIA BUREAU OF FORESTRY, BLAIN, PENNSYLVANIA.  PHONE
 KW2868'NUMBER 717-536-3191.
 KW2868'
 KW2868'TO REACH THE STATION FROM THE POST OFFICE IN NEW GERMANTOWN,
 KW2868'GO NORTHWEST ON THE PAVED ROAD TOWARD EAST WATERFORD FOR 0.15
 KW2868'MILE TO THE END OF PAVEMENT.  CONTINUE NORTHWESTERLY ON THE
 KW2868'GRAVEL ROAD, UPHILL, FOR 2.5 MILES TO THE TOP OF THE MOUNTAIN.
 KW2868'MAKE A SHARP RIGHT AND CONTINUE, DOWNHILL, ON THE GRAVEL ROAD
 KW2868'FOR 2.0 MILES TO A REVERSE FORK ON THE RIGHT.  TURN SHARP
 KW2868'RIGHT AND GO 0.7 MILE ON THE GRAVEL ROAD TO A FORK.  CONTINUE
 KW2868'STRAIGHT AHEAD ON THE MAIN TRAVELED GRAVEL ROAD FOR 1.1 MILES
 KW2868'TO A SIDE ROAD RIGHT AND A SIGN (FIRE TOWER 4 MI).  TURN
 KW2868'RIGHT AND GO 1.1 MILES ON THE GRAVEL ROAD TO A REVERSE FORK.
 KW2868'CONTINUE STRAIGHT AHEAD ON THE GRAVEL ROAD FOR 2.2 MILES TO
 KW2868'A FORK.  TAKE THE LEFT FORK AND GO WESTERLY ON THE GRAVEL
 KW2868'ROAD FOR 0.3 MILE TO THE BIG KNOB LOOKOUT TOWER AND THE
 KW2868'STATION AS DESCRIBED.  NOTE- THE ABOVE MENTIONED ROADS
 KW2868'ARE WINDING MOUNTAIN ROADS.
 KW2868'
 KW2868'THE STATION MARK STAMPED---BIG KNOB 1935---, IS A STANDARD
 KW2868'DISK CEMENTED IN A DRILL HOLE IN A 2 BY 2 FOOT BOULDER THAT
 KW2868'IS FLUSH WITH THE GROUND SURFACE.  IT IS 92.5 FEET SOUTH OF
 KW2868'THE SOUTHEAST CORNER OF THE RANGER CABIN, 29 FEET EAST OF THE
 KW2868'SOUTHEAST LEG OF THE LOOKOUT TOWER, AND 19.5 FEET SOUTH OF THE
 KW2868'CENTER OF THE GRAVEL ROAD.
 KW2868'
 KW2868'REFERENCE MARK 1, STAMPED---BIG KNOB NO 1 1935---, IS A
 KW2868'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE
 KW2868'FOUNDATION OF THE NORTHWEST LEG OF THE LOOKOUT TOWER.
 KW2868'
 KW2868'REFERENCE MARK 2, STAMPED---BIG KNOB NO 2 1935---, IS A
 KW2868'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS
 KW2868'FLUSH WITH THE GROUND SURFACE.  IT IS 13.5 FEET NORTH OF THE
 KW2868'CENTER OF THE GRAVEL ROAD, 9.5 FEET WEST OF A 6-INCH PINE
 KW2868'TREE, AND 6 FEET SOUTH OF A 48-INCH OAK TREE.
 KW2868'
 KW2868'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 15.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2867 ***********************************************************************
 KW2867  DESIGNATION -  BIG KNOB LOOKOUT TOWER
 KW2867  PID         -  KW2867
 KW2867  STATE/COUNTY-  PA/PERRY
 KW2867  USGS QUAD   -  BLAIN (1984)
 KW2867
 KW2867                         *CURRENT SURVEY CONTROL
 KW2867  ___________________________________________________________________
 KW2867* NAD 83(1992)-  40 21 27.76381(N)    077 32 47.84955(W)     ADJUSTED  
 KW2867* NAVD 88     -                                                        
 KW2867  ___________________________________________________________________
 KW2867  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 KW2867  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KW2867
 KW2867  HORZ ORDER  -  THIRD
 KW2867
 KW2867.The horizontal coordinates were established by classical geodetic methods
 KW2867.and adjusted by the National Geodetic Survey in June 2002..
 KW2867
 KW2867
 KW2867.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2867
 KW2867.The geoid height was determined by GEOID03.
 KW2867
 KW2867;                    North         East     Units Scale Factor Converg.
 KW2867;SPC PA S     -   113,761.575   617,275.332   MT  0.99996081   +0 07 55.0
 KW2867;SPC PA S     -   373,232.77  2,025,177.49   sFT  0.99996081   +0 07 55.0
 KW2867;UTM  18      - 4,470,574.201   283,747.784   MT  1.00017569   -1 38 59.0
 KW2867
 KW2867                          SUPERSEDED SURVEY CONTROL
 KW2867
 KW2867  NAD 83(1986)-  40 21 27.76527(N)    077 32 47.85525(W) AD(       ) 4
 KW2867  NAD 27      -  40 21 27.46500(N)    077 32 48.89600(W) AD(       ) 3
 KW2867
 KW2867.Superseded values are not recommended for survey control.
 KW2867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2867.See file dsdata.txt to determine how the superseded data were derived.
 KW2867
 KW2867_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK8374870574(NAD 83)
 KW2867_MARKER: 57 = LOOKOUT TOWER
 KW2867
 KW2867  HISTORY     - Date     Condition        Report By
 KW2867  HISTORY     - 1941     FIRST OBSERVED   CGS
 KW2867
 KW2867                          STATION DESCRIPTION
 KW2867
 KW2867'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KW2867'STATION IS THE FINIAL ON THE TOP OF THE BIG KNOB LOOKOUT TOWER.  IT
 KW2867'IS LOCATED ON THE S END OF CONOCOCHEAGUE HILL, ABOUT 3.5 MILES NNE OF
 KW2867'THE VILLAGE OF NEW GERMANTOWN.  IT IS A FOUR-LEGGED STEEL STRUCTURE
 KW2867'ABOUT 50 FEET HIGH WITH A GLASS- ENCLOSED CAB ON TOP, OWNED BY THE
 KW2867'PENNSYLVANIA DEPARTMENT OF FORESTS AND WATERS.  A TRAVERSE TIE WAS
 KW2867'MADE FROM STATION BIG KNOB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4204 ***********************************************************************
 JV4204  DESIGNATION -  BIG PINE
 JV4204  PID         -  JV4204
 JV4204  STATE/COUNTY-  PA/FRANKLIN
 JV4204  USGS QUAD   -  CALEDONIA PARK (1990)
 JV4204
 JV4204                         *CURRENT SURVEY CONTROL
 JV4204  ___________________________________________________________________
 JV4204* NAD 83(1992)-  39 57 04.55645(N)    077 28 57.64288(W)     ADJUSTED  
 JV4204* NAVD 88     -       612.     (meters)    2008.     (feet)  SCALED    
 JV4204  ___________________________________________________________________
 JV4204  LAPLACE CORR-           4.21  (seconds)                    DEFLEC99
 JV4204  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JV4204
 JV4204  HORZ ORDER  -  SECOND
 JV4204
 JV4204.The horizontal coordinates were established by classical geodetic methods
 JV4204.and adjusted by the National Geodetic Survey in June 2002..
 JV4204
 JV4204.The orthometric height was scaled from a topographic map.
 JV4204
 JV4204.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4204
 JV4204.The geoid height was determined by GEOID03.
 JV4204
 JV4204;                    North         East     Units Scale Factor Converg.
 JV4204;SPC PA S     -    68,646.548   622,843.729   MT  0.99999724   +0 10 24.4
 JV4204;SPC PA S     -   225,217.88  2,043,446.47   sFT  0.99999724   +0 10 24.4
 JV4204;UTM  18      - 4,425,299.755   287,916.951   MT  1.00015376   -1 35 41.3
 JV4204
 JV4204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4204!SPC PA S     -   0.99990938  x   0.99999724  =   0.99990662
 JV4204!UTM  18      -   0.99990938  x   1.00015376  =   1.00006312
 JV4204
 JV4204|---------------------------------------------------------------------|
 JV4204| PID    Reference Object                     Distance      Geod. Az  |
 JV4204|                                                           dddmmss.s |
 JV4204| CK6649 BIG PINE RM 2                        26.325 METERS 01242     |
 JV4204| CK6647 BIG PINE AZ MK                                     2435012.7 |
 JV4204| CK6648 BIG PINE RM 1                        22.467 METERS 26939     |
 JV4204|---------------------------------------------------------------------|
 JV4204
 JV4204                          SUPERSEDED SURVEY CONTROL
 JV4204
 JV4204  NAD 83(1995)-  39 57 04.55405(N)    077 28 57.64493(W) AD(       ) 2
 JV4204  NAD 83(1991)-  39 57 04.55378(N)    077 28 57.64704(W) AD(       ) 2
 JV4204  NAD 83(1986)-  39 57 04.55358(N)    077 28 57.64746(W) AD(       ) 2
 JV4204  NAD 27      -  39 57 04.22300(N)    077 28 58.69700(W) AD(       ) 2
 JV4204
 JV4204.Superseded values are not recommended for survey control.
 JV4204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4204.See file dsdata.txt to determine how the superseded data were derived.
 JV4204
 JV4204_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK8791725300(NAD 83)
 JV4204_MARKER: DS = TRIANGULATION STATION DISK
 JV4204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV4204
 JV4204  HISTORY     - Date     Condition        Report By
 JV4204  HISTORY     - 1942     MONUMENTED       CGS
 JV4204  HISTORY     - 1952     GOOD             CGS
 JV4204
 JV4204                          STATION DESCRIPTION
 JV4204
 JV4204'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 JV4204'STATION IS ABOUT 3-1/4 MILES N OF CALENDONIA PARK, ON THE TOP OF A
 JV4204'TIMBER RIDGE OF SOUTH MOUNTAIN WHICH IS KNOWN AS BIG PINE FLAT
 JV4204'RIDGE.  ON STATE LAND, PERMISSION OBTAINED FROM DEPARTMENT OF FORESTS
 JV4204'AND LANDS.
 JV4204'
 JV4204'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JV4204'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JV4204'
 JV4204'REFERENCE MARK NO. 1 IS 18 FEET W OF CENTER LINE OF ROAD AND IS SET
 JV4204'IN SQUARE CONCRETE WHICH PROJECTS ABOUT 8 INCHES AND IS SW OF
 JV4204'STATION.
 JV4204'
 JV4204'REFERENCE MARK NO. 2 IS 18 FEET NW OF ROAD CENTER, IS SET IN SQUARE
 JV4204'CONCRETE WHICH PROJECTS ABOUT 5 INCHES AND IS NW OF STATION.
 JV4204'
 JV4204'THE AZIMUTH MARK IS 0.25 MILE S OF STATION ON GRAVEL ROAD, 16 PACES S
 JV4204'OF A STONE CULVERT ON W SIDE OF ROAD, 15 FEET W OF CENTER LINE, IS
 JV4204'SET IN SQUARE CONCRETE WHICH PROJECTS ABOUT 4 INCHES.
 JV4204'
 JV4204'THE REFERENCE MARKS ARE STAMPED WITH THEIR RESPECTIVE NUMBERS, NAME
 JV4204'AND DATE OF STATION.
 JV4204'
 JV4204'THE AZIMUTH MARK IS REACHED BY GOING 0.25 MILE S OF STATION ON GRAVEL
 JV4204'ROAD.  MARK IS 15 FEET W OF CENTER LINE OF ROAD AND 16 PACES S OF
 JV4204'STONE CULVERT.
 JV4204'
 JV4204'STATION IS REACHED FROM GETTYSBURG BY GOING W ON U.S. HIGHWAY 30 FOR
 JV4204'7.75 MILES TO CASHTOWN, THEN CONTINUE ON U.S.  HIGHWAY 30 FOR
 JV4204'7.0 MILES TO JUNCTION WITH STATE HIGHWAY 233, JUST BEFORE ARRIVING AT
 JV4204'BRIDGE OVER ROCKY MOUNTAIN CREEK AT CALENDONIA PARK, THEN TURN
 JV4204'RIGHT AND GO NORTHERLY ON STATE HIGHWAY 233 FOR 1.45 MILES TO A
 JV4204'GRAVEL FORKS LEFT, THEN TAKE LEFT FORK AND FOLLOW MILESBURN ROAD
 JV4204'NORTHERLY FOR 1.4 MILES TO A FORKS, THEN LEFT FORK ON GRAVEL FOR 1.5
 JV4204'MILES TO A FORKS, THEN LEFT FORK ON GRAVEL, STILLHOUSE HOLLOW ROAD,
 JV4204'AND FOLLOW IT UP MOUNTAIN WESTERLY FOR 1.85 MILES TO
 JV4204'CROSSROADS, THEN TURN RIGHT AND GO N ON RIDGE ROAD, GRAVEL, FOR 0.55
 JV4204'MILE TO THE TOP OF A TIMBERED HUMP ON THE RIDGE AND STATION SITE ON
 JV4204'THE RIGHT SIDE OF ROAD, AT A LEFT CURVE IN THE ROAD.  MARK IS ABOUT
 JV4204'24 FEET SW OF CENTER LINE OF ROAD.
 JV4204'
 JV4204'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 JV4204
 JV4204                          STATION RECOVERY (1952)
 JV4204
 JV4204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (AMS)
 JV4204'THE STATION A STANDARD USC AND GS BRONZE TRIANGULATION DISK, SET IN
 JV4204'TOP OF ROCK OUTCROP, WAS RECOVERED IN FAIR CONDITION AS DESCRIBED,
 JV4204'WITH THE FOLLOWING ADDITIONS-
 JV4204'
 JV4204'THE STATION IS 28.2 FEET SOUTHEAST OF, AND PERPENDICULAR TO
 JV4204'CENTERLINE OF ROAD, 61.0 FEET WEST OF, SOUTHWEST ONE OF TWO LARGE
 JV4204'CLUMPS OF PINE, ON SOUTHEAST SIDE ROAD, 83.7 FOOT SOUTH OF, ISOLATED
 JV4204'CLUMP OF PINE ON NORTHWEST SIDE OF ROAD, 10.0 FEET EAST OF, 4 X 4
 JV4204'INCHES WHITE WITNESS POST, SET IN PILE OF ROCKS, MARK PROJECTS 6
 JV4204'INCHES ABOVE GROUND.  CUT IN SIDE OF DISC, AND DATE IS BATTERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2745 ***********************************************************************
 LY2745  DESIGNATION -  BIG PINE HILL LOOKOUT TOWER
 LY2745  PID         -  LY2745
 LY2745  STATE/COUNTY-  PA/LACKAWANNA
 LY2745  USGS QUAD   -  PLEASANT VIEW SUMMIT (1992)
 LY2745
 LY2745                         *CURRENT SURVEY CONTROL
 LY2745  ___________________________________________________________________
 LY2745* NAD 83(1992)-  41 14 07.53967(N)    075 38 09.27356(W)     ADJUSTED  
 LY2745* NAVD 88     -                                                        
 LY2745  ___________________________________________________________________
 LY2745  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 LY2745  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 LY2745
 LY2745  HORZ ORDER  -  THIRD
 LY2745
 LY2745.The horizontal coordinates were established by classical geodetic methods
 LY2745.and adjusted by the National Geodetic Survey in June 2002..
 LY2745
 LY2745
 LY2745.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2745
 LY2745.The geoid height was determined by GEOID03.
 LY2745
 LY2745;                    North         East     Units Scale Factor Converg.
 LY2745;SPC PA N     -   120,852.612   777,210.645   MT  0.99996186   +1 23 54.8
 LY2745;SPC PA N     -   396,497.28  2,549,898.59   sFT  0.99996186   +1 23 54.8
 LY2745;UTM  18      - 4,565,087.238   446,709.657   MT  0.99963495   -0 25 09.0
 LY2745
 LY2745                          SUPERSEDED SURVEY CONTROL
 LY2745
 LY2745  NAD 83(1996)-  41 14 07.53878(N)    075 38 09.27579(W) AD(       ) 4
 LY2745  NAD 83(1986)-  41 14 07.54009(N)    075 38 09.27485(W) AD(       ) 4
 LY2745  NAD 27      -  41 14 07.24300(N)    075 38 10.59200(W) AD(       ) 3
 LY2745
 LY2745.Superseded values are not recommended for survey control.
 LY2745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2745.See file dsdata.txt to determine how the superseded data were derived.
 LY2745
 LY2745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL4671065087(NAD 83)
 LY2745
 LY2745  HISTORY     - Date     Condition        Report By
 LY2745  HISTORY     - 1955     MONUMENTED       CGS
 LY2745  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LY2745
 LY2745                          STATION DESCRIPTION
 LY2745
 LY2745'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (IWS)
 LY2745'THE STATION IS A REGULAR STEEL FIRE-LOOKOUT TOWER ABOUT 90 FT. HIGH.
 LY2745'IT IS LOCATED ON THE SUMMIT OF BIG PINE HILL.
 LY2745'
 LY2745'THIS IS AN INTERSECTION STATION.
 LY2745
 LY2745                          STATION RECOVERY (1958)
 LY2745
 LY2745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JMR)
 LY2745'THE PREVIOUS DESCRIPTION WAS NOT AVAILABLE.  SINCE THE 1958 COMPUTED
 LY2745'DISTANCE CHECKED WITH THE 1929 DISTANCES.  IT IS ASSUMED THAT THE
 LY2745'STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3610 ***********************************************************************
 KV3610  DESIGNATION -  BIG ROCK 1882
 KV3610  PID         -  KV3610
 KV3610  STATE/COUNTY-  PA/LEHIGH
 KV3610  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV3610
 KV3610                         *CURRENT SURVEY CONTROL
 KV3610  ___________________________________________________________________
 KV3610* NAD 83(1992)-  40 33 53.75124(N)    075 26 15.23241(W)     ADJUSTED  
 KV3610* NAVD 88     -       316.     (meters)    1037.     (feet)  SCALED    
 KV3610  ___________________________________________________________________
 KV3610  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 KV3610  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 KV3610
 KV3610  HORZ ORDER  -  SECOND
 KV3610
 KV3610.The horizontal coordinates were established by classical geodetic methods
 KV3610.and adjusted by the National Geodetic Survey in June 2002..
 KV3610
 KV3610.The orthometric height was scaled from a topographic map.
 KV3610
 KV3610.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3610
 KV3610.The geoid height was determined by GEOID03.
 KV3610
 KV3610;                    North         East     Units Scale Factor Converg.
 KV3610;SPC PA S     -   139,314.734   795,800.944   MT  0.99996148   +1 30 01.1
 KV3610;SPC PA S     -   457,068.42  2,610,890.26   sFT  0.99996148   +1 30 01.1
 KV3610;UTM  18      - 4,490,554.072   462,959.182   MT  0.99961689   -0 17 04.4
 KV3610
 KV3610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3610!SPC PA S     -   0.99995587  x   0.99996148  =   0.99991736
 KV3610!UTM  18      -   0.99995587  x   0.99961689  =   0.99957278
 KV3610
 KV3610                          SUPERSEDED SURVEY CONTROL
 KV3610
 KV3610  NAD 83(1996)-  40 33 53.75073(N)    075 26 15.23318(W) AD(       ) 2
 KV3610  NAD 83(1986)-  40 33 53.74830(N)    075 26 15.23867(W) AD(       ) 2
 KV3610  NAD 27      -  40 33 53.38800(N)    075 26 16.59000(W) AD(       ) 2
 KV3610
 KV3610.Superseded values are not recommended for survey control.
 KV3610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3610.See file dsdata.txt to determine how the superseded data were derived.
 KV3610
 KV3610_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6295990554(NAD 83)
 KV3610
 KV3610  HISTORY     - Date     Condition        Report By
 KV3610  HISTORY     - 1876     MONUMENTED       CGS
 KV3610  HISTORY     - 1882     GOOD             CGS
 KV3610  HISTORY     - 1927     GOOD             LOCENG
 KV3610  HISTORY     - 1929     SEE DESCRIPTION  CGS
 KV3610
 KV3610                          STATION DESCRIPTION
 KV3610
 KV3610'DESCRIBED BY COAST AND GEODETIC SURVEY 1876 (LMH)
 KV3610'THE STATION IS ERECTED ON A LARGE BOULDER OF GNEISS, KNOWN AS BOWERS
 KV3610'ROCK, AND IS ABOUT 100 YARDS TO THE W OF PROSPECT ROCK, A
 KV3610'WELL-KNOWN PLACE OF RESORT FOR PICNIC PARTIES.
 KV3610
 KV3610                          STATION RECOVERY (1882)
 KV3610
 KV3610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1882 (MM)
 KV3610'STATION IS LOCATED ON THE SOUTH MOUNTAIN IN SALISBURGH TOWNSHIP.  IT
 KV3610'IS ABOUT 3 MILES S OF ALLENTOWN, AND ABOUT 6 MILES SW OF BETHLEHEM.
 KV3610'
 KV3610'THE STATION IS MARKED BY AN IRON FOXTAIL WEDGE 9 INCHES LONG DRIVEN 6
 KV3610'INCHES INTO THE ROCK.  THE LETTERS U.S.C.S. 1875 ARE CUT INTO THE
 KV3610'ROCK AROUND THE BOLT.  ON THE TOP OF THIS BOLT IS A SMALL CROSS.
 KV3610'ABOVE THE STATION IS PLACED A CENTER POLE 44 FEET HIGH.
 KV3610'AROUND SAID POLE IS A RECTANGULAR PYRAMID SUPPORTING A PLATFORM 40
 KV3610'FEET ABOVE THE ROCK.  THE STATION WAS OCCUPIED IN 1875, 1876, 1878,
 KV3610'AND 1880.  ON AUGUST 24, 1876, PROF. HAUPT FOUND BY SEXTANT
 KV3610'OBSERVATIONS OF POLARIS THE LATITUDE WAS 40 DEG 35 MIN 30.4 SEC.
 KV3610'
 KV3610'TO REACH STATION FROM ALLENTOWN, GO S ON THE COOPERSBURG TURNPIKE
 KV3610'NEARLY 3 MILES, UNTIL THE CREST OF THE SOUTH MOUNTAIN IS REACHED.
 KV3610'HERE WILL BE SEEN A ROAD TURNING OFF TO THE LEFT, WHICH PASSES THE
 KV3610'HOUSE OF J. REINBOLD (MAKER OF AGRICULTURAL IMPLEMENTS) AND
 KV3610'3 OTHER HOUSES.  KEEP THIS ROAD AS IT TURNS TO THE RIGHT, AND WINDS
 KV3610'UP THE MOUNTAIN AND IT WILL LEAD DIRECTLY TO THE STATION.
 KV3610'
 KV3610'TO REACH THE STATION FROM BETHLEHEM GO SW ON THE EVANS ROAD AS FAR AS
 KV3610'THE HALFWAY HOUSE, HERE TURN TO LEFT ON ROAD UNTIL YOU SEE THE SIGN
 KV3610'TO FRIEDENSVILLE 3 M., FOLLOW THIS DIRECTION, AND JUST AFTER PASSING
 KV3610'THE FIRST HOUSE, TURN TO THE RIGHT INTO THE WOODS, ON A GOOD WOOD
 KV3610'ROAD.  IN ABOUT 1/4 MILE THIS BRINGS YOU TO A HOUSE, HERE THE ROAD
 KV3610'TURNS TO THE RIGHT, AND IS LESS TRAVELED, BUT ANOTHER HOUSE IS
 KV3610'SOON REACHED, HERE TURN SLIGHTLY TO LEFT THROUGH A LANE, ON EMERGING
 KV3610'FROM LANE, TURN SHARPLY TO LEFT AND KEEP A GOOD WOOD ROAD UNTIL
 KV3610'STATION IS REACHED, OR FROM BETHLEHEM, GO OUT EVANS ROAD TO THE
 KV3610'COOPERSBURG PIKE, THEN AS BY ROUTE FROM BETHLEHEM.  ABOUT 300 FEET S
 KV3610'OF THE STATION IS A WELL-KNOWN OUTLOOK CALLED BARVERS ROCK, OR DIE
 KV3610'GROSSE ROCK, WHICH IS A FAVORITE SPOT FOR PICNIC PARTIES.
 KV3610
 KV3610                          STATION RECOVERY (1927)
 KV3610
 KV3610'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1927
 KV3610'NOTE- (1927) FROM A LETTER FROM THE CITY PLANNING COMMISSION, OF
 KV3610'ALLENTOWN, PENNSYLVANIA.  THE DESCRIPTION OF 1882 SEEMS TO BE
 KV3610'MORE NEARLY CORRECT.  THE LATTER PART OF THE DESCRIBED ROUTE FROM
 KV3610'BETHLEHEM CONTAINS AN ERROR IN THAT IT STATES OR FROM BETHLEHEM
 KV3610'GO OUT EMAUS ROAD TO THE COOPERSBURG PIKE, THEN AS BY ROUTE FROM
 KV3610'BETHLEHEM, IT SHOULD CONCLUDE THEN AS BY ROUTE FROM ALLENTOWN.  THE
 KV3610'STATION IS MORE CONVENIENTLY REACHED FROM THE SUMMIT LAWN STATION OF
 KV3610'THE ALLENTOWN TO PHILADELPHIA ELECTRIC RAILROAD WHICH FOLLOWS THE
 KV3610'COOPERSBURG PIKE CLOSELY.  THE IRON BOLT WHICH MARKS THE STATION IS
 KV3610'EXPOSED FOR ABOUT 8 INCHES, BUT SEEMS FIRM.  THE IDENTIFICATION MARKS
 KV3610'ARE ALL CLEAR.  THE CENTER POLE AND TOWER ARE OF COURSE GONE.  THE
 KV3610'STATION IS LOCATED ON A LARGE ROCK OUTCROP ABOUT 300 FEET N OF THE
 KV3610'FAVORITE PICNIC ROCK OR LOOKOUT POINT KNOWN AS BIG ROCK AND IS
 KV3610'SOMEWHAT LOWER IN ELEVATION AND NOT SO PROMINENT.  A THIRD PROMINENCE
 KV3610'IS LOCATED ABOUT 300 FEET W OF THE STATION AND AT A LOWER
 KV3610'ELEVATION.
 KV3610
 KV3610                          STATION RECOVERY (1929)
 KV3610
 KV3610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (CMT)
 KV3610'STATION RECOVERED AS DESCRIBED WITH THE EXCEPTION THAT THE BOLT
 KV3610'SHOWED SIGNS OF HAVING BEEN BATTERED, AND WAS SLIGHTLY BENT BUT
 KV3610'STILL SOLID.  THE CROSS IS NO LONGER VISIBLE.  IT WAS NOT PRACTICAL
 KV3610'TO USE THE OLD STATION, SO A NEW ONE WAS ESTABLISHED.
 KV3610'
 KV3610'THE NEW STATION MARK IS A STANDARD DISK SET IN ROUND TOP ROCK, 3 BY 2
 KV3610'FEET, PROJECTING 10 INCHES ABOVE THE GROUND.
 KV3610'
 KV3610'NO UNDERGROUND MARK WAS ESTABLISHED.
 KV3610'
 KV3610'NEW REFERENCE MARKS WERE ESTABLISHED.  REFERENCE MARK NO. 1 IS A
 KV3610'STANDARD DISK SET IN A BOULDER 6 BY 4 FEET AND ABOUT 4 FEET HIGH.
 KV3610'IT IS ABOUT 25 FEET W OF OLD RETAINING WALL AND PIT.
 KV3610'
 KV3610'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN TOP OF A ROCK 6 BY 8
 KV3610'FEET, 3 FEET HIGH, WITH A FLAT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3613 ***********************************************************************
 KV3613  DESIGNATION -  BIG ROCK 2
 KV3613  PID         -  KV3613
 KV3613  STATE/COUNTY-  PA/LEHIGH
 KV3613  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV3613
 KV3613                         *CURRENT SURVEY CONTROL
 KV3613  ___________________________________________________________________
 KV3613* NAD 83(1992)-  40 33 54.62357(N)    075 26 15.26660(W)     ADJUSTED  
 KV3613* NAVD 88     -       316.     (meters)    1037.     (feet)  SCALED    
 KV3613  ___________________________________________________________________
 KV3613  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 KV3613  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 KV3613
 KV3613  HORZ ORDER  -  FIRST
 KV3613
 KV3613.The horizontal coordinates were established by classical geodetic methods
 KV3613.and adjusted by the National Geodetic Survey in June 2002..
 KV3613
 KV3613.The orthometric height was scaled from a topographic map.
 KV3613
 KV3613.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3613
 KV3613.The geoid height was determined by GEOID03.
 KV3613
 KV3613;                    North         East     Units Scale Factor Converg.
 KV3613;SPC PA S     -   139,341.610   795,799.436   MT  0.99996149   +1 30 01.0
 KV3613;SPC PA S     -   457,156.60  2,610,885.32   sFT  0.99996149   +1 30 01.0
 KV3613;UTM  18      - 4,490,580.973   462,958.512   MT  0.99961689   -0 17 04.4
 KV3613
 KV3613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3613!SPC PA S     -   0.99995587  x   0.99996149  =   0.99991736
 KV3613!UTM  18      -   0.99995587  x   0.99961689  =   0.99957278
 KV3613
 KV3613:                Primary Azimuth Mark                     Grid Az
 KV3613:SPC PA S     -  ALLENTOWN TV STA WLEV MAST               020 18 30.2
 KV3613:UTM  18      -  ALLENTOWN TV STA WLEV MAST               022 05 35.6
 KV3613
 KV3613|---------------------------------------------------------------------|
 KV3613| PID    Reference Object                     Distance      Geod. Az  |
 KV3613|                                                           dddmmss.s |
 KV3613| KV3614 ALLENTOWN TV STA WLEV MAST          APPROX. 4.0 KM 0214831.2 |
 KV3613| KV3612 ALLENTOWN RADIO STA WFMZ MAST       358.856 METERS 05103     |
 KV3613| KV3595 EASTON AIR BEACON 66                APPROX.22.0 KM 0594857.6 |
 KV3613| KV3602 RADIO STATION WGPA FM MAST          APPROX.13.7 KM 0633025.5 |
 KV3613| CB2768 BIG ROCK 2 RM 1                      27.990 METERS 13458     |
 KV3613| KV3610 BIG ROCK 1882                        26.920 METERS 17817     |
 KV3613| CB2769 BIG ROCK 2 RM 2                      24.477 METERS 23216     |
 KV3613| KV3810 TOPTON BELL TEL MICROWAVE MAST      APPROX.22.5 KM 2430000.5 |
 KV3613| KV3808 TOPTON RM 3                         APPROX.23.0 KM 2445230.5 |
 KV3613| KV3608 ALLENTOWN AIRWAY BEACON             APPROX. 1.4 KM 2595343.9 |
 KV3613| KV3848 SLATINGTON AIR BEACON 64            APPROX.23.6 KM 3185122.6 |
 KV3613| KV3606 ALLENTOWN PA P AND L BLDG FLAG      APPROX. 5.2 KM 3210915.9 |
 KV3613| KV3849 ALLENTOWN RADIO WAEB CEN MAST       APPROX.12.3 KM 3284003.4 |
 KV3613| KV3621 ALLENTOWN RAD STA WKAP S MAST       APPROX. 8.1 KM 3300831.7 |
 KV3613| KV3618 ALLENTOWN AIR BEACON 65             APPROX.10.2 KM 3584415.6 |
 KV3613|---------------------------------------------------------------------|
 KV3613
 KV3613                          SUPERSEDED SURVEY CONTROL
 KV3613
 KV3613  NAD 83(1996)-  40 33 54.62307(N)    075 26 15.26736(W) AD(       ) 1
 KV3613  NAD 83(1986)-  40 33 54.62063(N)    075 26 15.27285(W) AD(       ) 1
 KV3613  NAD 27      -  40 33 54.26000(N)    075 26 16.62400(W) AD(       ) 1
 KV3613
 KV3613.Superseded values are not recommended for survey control.
 KV3613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3613.See file dsdata.txt to determine how the superseded data were derived.
 KV3613
 KV3613_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6295990581(NAD 83)
 KV3613_MARKER: DS = TRIANGULATION STATION DISK
 KV3613_SETTING: 80 = SET IN A BOULDER
 KV3613_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 KV3613
 KV3613  HISTORY     - Date     Condition        Report By
 KV3613  HISTORY     - 1929     MONUMENTED       CGS
 KV3613  HISTORY     - 1933     GOOD             CGS
 KV3613  HISTORY     - 1934     GOOD             PAGS
 KV3613  HISTORY     - 1934     GOOD             CGS
 KV3613  HISTORY     - 1942     GOOD             CGS
 KV3613  HISTORY     - 1960     GOOD             CGS
 KV3613  HISTORY     - 1963     GOOD             CGS
 KV3613  HISTORY     - 1974     GOOD             NGS
 KV3613
 KV3613                          STATION DESCRIPTION
 KV3613
 KV3613'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 KV3613'ABOUT 3 MILES SE OF THE SQUARE IN ALLENTOWN ON THE HIGH KNOB NEAR THE
 KV3613'W END OF THE LEHIGH MOUNTAINS.  THE MARK IS A STANDARD DISK SET
 KV3613'IN A DRILL HOLE IN A BOULDER THAT IS ABOUT 8 INCHES ABOVE THE GROUND,
 KV3613'3 FEET LONG, AND 1-1/2 FEET WIDE.  BOTH REFERENCE MARKS ARE
 KV3613'STANDARD DISKS SET IN DRILL HOLES IN BOULDERS ABOUT 4 FEET ABOVE
 KV3613'GROUND AND 6 FEET THROUGH.  REFERENCE MARK NO. 1 IS NOT ON TOP
 KV3613'OF THE BOULDER IN WHICH IT IS LOCATED BUT IS ON A SHELF OF THE ROCK
 KV3613'ABOUT 2 FEET BELOW THE TOP.  NO UNDERGROUND MARK WAS ESTABLISHED.
 KV3613'
 KV3613'BIG ROCK 1882 IS A 1-INCH IRON ROD WEDGED IN A DRILL HOLE IN A LARGE
 KV3613'MASS OF ROCK THAT RISES ABOUT 10 FEET ABOVE THE SURROUNDING
 KV3613'GROUND TO THE SW OF THE STATION.  THIS MASS OF ROCK IS THE HIGHEST ON
 KV3613'THE HILL AND IS ABOUT 100 FEET NE OF A SIMILAR MASS ALMOST AS HIGH.
 KV3613'THE OLD STATION MARK PROJECTS ABOUT 8 INCHES ABOVE THE ROCKS AND IS
 KV3613'ABOUT 1/2 INCH OUT OF PLUMB, APPEARING AS IF IT HAD BEEN
 KV3613'INTENTIONALLY DISTURBED.
 KV3613'
 KV3613'TO REACH THE STATION FROM ALLENTOWN GO SE ON THE PHILADELPHIA ROAD
 KV3613'(ROUTE 309) 3 MILES TO SUMMIT MEADOW, A SMALL VILLAGE ON THE TOP OF
 KV3613'LEHIGH MOUNTAIN.  HERE, TURN LEFT ON A ROUGH ROAD AT A
 KV3613'T-INTERSECTION, WITH A STONE CHURCH ON THE RIGHT.  FOLLOW ROUGH ROAD
 KV3613'0.8 MILE ALONG TELEPHONE LINE TO A FORKS WHERE THE MAIN ROAD GOES TO
 KV3613'THE LEFT, AND A WOOD ROAD FORKS TO RIGHT ALONG STONE FENCE.  TAKE
 KV3613'RIGHT FORK 200 YARDS TO ANOTHER FORK.  TAKE RIGHT FORK AGAIN AND
 KV3613'FOLLOW ABOUT 250 YARDS TO STATION.
 KV3613'
 KV3613'HEIGHT OF SIGNAL ABOVE STATION MARK - 14 METERS.
 KV3613
 KV3613                          STATION RECOVERY (1933)
 KV3613
 KV3613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV3613'STATION RECOVERED AS DESCRIBED.  ALL MARKS FOUND IN GOOD CONDITION.
 KV3613
 KV3613                          STATION RECOVERY (1934)
 KV3613
 KV3613'RECOVERY NOTE BY PENNSYLVANIA GEODETIC SURVEY 1934
 KV3613'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 RECOVERED.  ALL POINTS
 KV3613'WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.
 KV3613
 KV3613                          STATION RECOVERY (1934)
 KV3613
 KV3613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GOW)
 KV3613'STATION RECOVERED AS DESCRIBED.
 KV3613'
 KV3613'DUE TO ROAD CONSTRUCTION IT IS IMPOSSIBLE TO ENTER WITH TRUCK AT A
 KV3613'POINT WHERE A WOODS ROAD FORKS TO RIGHT ALONG STONE FENCE.
 KV3613
 KV3613                          STATION RECOVERY (1942)
 KV3613
 KV3613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KV3613'THE STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND FOUND IN
 KV3613'GOOD CONDITION.  FOLLOWING IS A NEW DESCRIPTION-
 KV3613'
 KV3613'THE STATION IS LOCATED ABOUT 3.0 MILES S OF ALLENTOWN, 5.0 MILES NW
 KV3613'OF COOPERSBURG, AND 1.0 MILE NE OF SUMMIT LAWN, ON A HIGH TIMBERED
 KV3613'AND ROCKY POINT OF THE LEHIGH MOUNTAINS, AND ON PROPERTY OWNED BY THE
 KV3613'CASPER WHITMAN ESTATE.  IT IS ABOUT 300 FEET NE OF A HIGH ROCK THAT
 KV3613'OVERLOOKS SUMMIT LAWN, AND ABOUT 80 FEET NE OF THE OLD BIG ROCK 1875
 KV3613'STATION.  THE DISK IS SET IN A BOULDER ABOUT 4 BY 2 FEET AND
 KV3613'PROJECTS 8 INCHES.  IT IS STAMPED BIG ROCK 2 1929.
 KV3613'
 KV3613'REFERENCE MARK NO. 1 IS S OF THE STATION SET IN A LARGE BOULDER ABOUT
 KV3613'5 BY 8 FEET AND 4 FEET HIGH, AND ABOUT 3 FEET LOWER IN ELEVATION
 KV3613'THAN THE STATION.  THE DISK IS STAMPED BIG ROCK 2 NO. 1 1929.
 KV3613'
 KV3613'REFERENCE MARK NO. 2 IS W OF THE STATION SET IN A LARGE BOULDER ABOUT
 KV3613'8 BY 10 FEET AND PROJECTS 4 FEET.  THE DISK IS STAMPED BIG ROCK 2
 KV3613'NO. 2 1929.
 KV3613'
 KV3613'TO REACH THE STATION FROM THE POST OFFICE IN COOPERSBURG GO E ON
 KV3613'STATION AVENUE FOR 0.3 MILE TO U.S. HIGHWAY 309, TURN LEFT AND GO N
 KV3613'ON U.S. HIGHWAY 309 FOR 5.25 MILES TO SUMMIT LAWN, AND A MACADAM SIDE
 KV3613'ROAD RIGHT, TURN RIGHT AND GO E ON MACADAM ROAD FOR 0.95 MILE TO
 KV3613'ANGLING CROSSROADS, TURN SHARP RIGHT ON WOODS ROAD AND GO 0.15 MILE
 KV3613'TO A FORKS AND A TRIANGULAR-BLAZED 18-INCH TREE IN THE FORKS,
 KV3613'BEAR LEFT ON WOODS ROAD AND GO 0.25 MILE TO THE END OF TRUCK TRAVEL,
 KV3613'FROM THIS POINT PACK ABOUT 200 FEET NW TO THE TOP OF THE RIDGE AND
 KV3613'STATION.
 KV3613'
 KV3613'A 50-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 KV3613
 KV3613                          STATION RECOVERY (1960)
 KV3613
 KV3613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV3613'THE STATION MARK AND REFERENCE MARK 1 AND 2 WERE RECOVERED AND FOUND
 KV3613'IN GOOD CONDITION.  REFERENCE MARK 2 COULD NOT BE OBSERVED DUE TO
 KV3613'CONSTRUCTION OF A RADIO MAST.
 KV3613'
 KV3613'THE PROPERTY IS NOW OWNED BY THE ALLENTOWN, CALL CHRONICLE NEWSPAPER.
 KV3613'A COMPLETE DESCRIPTION FOLLOWS-
 KV3613'
 KV3613'TO REACH THE STATION FROM THE PLAZA AT SEVENTH STREET AND HAMILTON
 KV3613'STREET IN THE CENTER SECTION OF ALLENTOWN, GO SOUTH ON SEVENTH
 KV3613'STREET FOR 0.15 MILE TO A MACADAM STREET LEFT.  TURN LEFT AND GO 0.1
 KV3613'MILE TO A MACADAM STREET RIGHT.  TURN RIGHT AND GO 0.3 MILE TO A
 KV3613'FORK, AT A RAILROAD OVERPASS.  KEEP THE LEFT FORK AND CONTINUE
 KV3613'STRAIGHT AHEAD SOUTH ON SIXTH STREET FOR 0.2 MILE TO A CROSS STREET.
 KV3613'TURN LEFT AND GO EAST ON MACADAM STREET FOR 0.1 MILE TO A
 KV3613'T-JUNCTION, AT SOUTH FIFTH STREET AND ST. JOHN STREET.  TURN RIGHT
 KV3613'AND GO SOUTH FOR 0.3 MILE TO A CROSS ROAD AT THE SUMMIT LAWN.  TURN
 KV3613'LEFT AND GO AROUND THE SOUTH END OF TWO LOCKED GATES AND CONTINUE
 KV3613'ON GRAVELED ROAD FOR 0.15 MILE TO A FENCE ENCLOSURE AND THE STATION
 KV3613'IS LOCATED ON THE HIGHEST POINT INSIDE THE FENCE.
 KV3613'
 KV3613'THE STATION MARK, A STANDARD DISK STAMPED BIG ROCK 2 1929, CEMENTED
 KV3613'IN A DRILL HOLE IN TOP OF A 4 X 2 FOOT BOULDER WHICH PROJECTS 8
 KV3613'INCHES ABOVE THE GROUND SURFACE AND DESCRIBED BY.  IT IS
 KV3613'68.0 FEET NORTH-NORTHEAST OF A STEEL FOUNDATION CEMENTED IN TOP OF A
 KV3613'LARGE BOULDER, 67.0 FEET NORTHWEST OF A SMALL GATE, 63.0 FEET SOUTH
 KV3613'OF THE SOUTHWEST CORNER OF A FRAME HOUSE AND 36.0 NORTHEAST OF
 KV3613'THE NORTHEAST ONE OF FOUR SQUARE CONCRETE FOUNDATIONS IN WHICH THE
 KV3613'RADIO MAST IS ERECTED.
 KV3613'
 KV3613'REFERENCE MARK 1, A STANDARD DISK STAMPED BIG ROCK 2 NO 1 1929,
 KV3613'CEMENTED IN A DRILL HOLE IN TOP OF A 5 X 8 FOOT BOULDER WHICH
 KV3613'PROJECTS 4 FEET ABOVE THE GROUND SURFACE AND DESCRIBED.
 KV3613'IT IS 98.0 FEET SOUTHWEST OF THE NORTHEAST ONE OF FOUR SQUARE
 KV3613'CONCRETE FOUNDATIONS, 68.0 FEET EAST OF THE STEEL FOUNDATION CEMENTED
 KV3613'IN A LARGE BOULDER, 28.0 FEET SOUTH OF THE SMALL GATE AND
 KV3613'APPROXIMATELY 3 FEET LOWER THAN THE STATION MARK.
 KV3613'
 KV3613'REFERENCE MARK 2, A STANDARD DISK STAMPED BIG ROCK 2 NO 2 1929,
 KV3613'CEMENTED IN A DRILL HOLE IN TOP OF A 8 X 10 FOOT BOULDER WHICH
 KV3613'PROJECTS 4 FEET ABOVE THE GROUND SURFACE AND DESCRIBED.
 KV3613'IT IS 119.0 FEET WEST-NORTHWEST OF THE SMALL GATE, 66.0 FEET
 KV3613'NORTHWEST OF THE STEEL FOUNDATION CEMENTED IN THE TOP OF A LARGE
 KV3613'BOULDER, 41.0 FEET SOUTHWEST OF THE NORTHEAST ONE OF FOUR SQUARE
 KV3613'CONCRETE FOUNDATIONS AND APPROXIMATELY 4 FEET HIGHER IN ELEVATION
 KV3613'THAN THE STATION MARK.
 KV3613'
 KV3613'NOTE-THE DIFFERENCE IN THE DISTANCE TO R.M. NO 2 WAS NOTED AND
 KV3613'CHECKED IN THE FIELD.
 KV3613
 KV3613                          STATION RECOVERY (1963)
 KV3613
 KV3613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RMB)
 KV3613'STATION WAS RECOVERED.
 KV3613'
 KV3613'STATION IS LOCATED INSIDE A FENCED COMPOUND OF AN ABANDONED RADIO
 KV3613'TRANSMITTER.  IT IS 34.9 FEET FROM THE SOUTH FENCE LINE, 36.3
 KV3613'FEET NE OF THE NE CORNER OF THE ABANDONED TOWER, 57.8 FEET SE OF THE
 KV3613'SE CORNER OF A SHED.
 KV3613
 KV3613                          STATION RECOVERY (1974)
 KV3613
 KV3613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KV3613'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 KV3613'AS DESCRIBED.
 KV3613'
 KV3613'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES SOUTH OF
 KV3613'ALLENTOWN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4157 ***********************************************************************
 JV4157  DESIGNATION -  BIG ROUND TOP LOOKOUT TOWER
 JV4157  PID         -  JV4157
 JV4157  STATE/COUNTY-  PA/ADAMS
 JV4157  USGS QUAD   -  GETTYSBURG (1994)
 JV4157
 JV4157                         *CURRENT SURVEY CONTROL
 JV4157  ___________________________________________________________________
 JV4157* NAD 83(1992)-  39 47 10.61805(N)    077 14 20.98464(W)     ADJUSTED  
 JV4157* NAVD 88     -                                                        
 JV4157  ___________________________________________________________________
 JV4157  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 JV4157  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JV4157
 JV4157  HORZ ORDER  -  THIRD
 JV4157
 JV4157.The horizontal coordinates were established by classical geodetic methods
 JV4157.and adjusted by the National Geodetic Survey in June 2002..
 JV4157
 JV4157
 JV4157.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4157
 JV4157.The geoid height was determined by GEOID03.
 JV4157
 JV4157;                    North         East     Units Scale Factor Converg.
 JV4157;SPC PA S     -    50,419.934   643,758.988   MT  1.00002625   +0 19 53.1
 JV4157;SPC PA S     -   165,419.40  2,112,065.95   sFT  1.00002625   +0 19 53.1
 JV4157;SPC MD       -   235,328.381   379,511.936   MT  1.00007616   -0 09 00.4
 JV4157;SPC MD       -   772,073.20  1,245,115.41   sFT  1.00007616   -0 09 00.4
 JV4157;UTM  18      - 4,406,435.371   308,262.294   MT  1.00005262   -1 26 00.0
 JV4157
 JV4157                          SUPERSEDED SURVEY CONTROL
 JV4157
 JV4157  NAD 83(1991)-  39 47 10.61570(N)    077 14 20.98508(W) AD(       ) 4
 JV4157  NAD 83(1986)-  39 47 10.61572(N)    077 14 20.98665(W) AD(       ) 4
 JV4157  NAD 27      -  39 47 10.27900(N)    077 14 22.03600(W) AD(       ) 3
 JV4157
 JV4157.Superseded values are not recommended for survey control.
 JV4157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4157.See file dsdata.txt to determine how the superseded data were derived.
 JV4157
 JV4157_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK0826206435(NAD 83)
 JV4157_MARKER: 57 = LOOKOUT TOWER
 JV4157
 JV4157  HISTORY     - Date     Condition        Report By
 JV4157  HISTORY     - 1939     FIRST OBSERVED   CGS
 JV4157  HISTORY     - 1942     GOOD             CGS
 JV4157  HISTORY     - 1966     GOOD             CGS
 JV4157  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 JV4157
 JV4157                          STATION DESCRIPTION
 JV4157
 JV4157'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 JV4157'THIS STATION IS AN OBSERVATION TOWER LOCATED ON BIG ROUND TOP
 JV4157'MOUNTAIN ON THE SE SIDE OF THE GETTYSBURG BATTLEFIELD FEDERAL
 JV4157'PARK, ABOUT 2 MILES SE OF THE VILLAGE OF GETTYSBURG.
 JV4157'
 JV4157'THE TOWER IS APPROXIMATELY 80 FEET HIGH BUILT OF STEEL WITH A
 JV4157'CONICAL-SHAPED ROOF.  THE TOWER IS USED FOR TOURISTS AND
 JV4157'SIGHTSEEING PARTIES.
 JV4157
 JV4157                          STATION RECOVERY (1942)
 JV4157
 JV4157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (PLB)
 JV4157'THIS INTERSECTION STATION IS THE TOWER LOCATED ON ROUND TOP HILL IN
 JV4157'THE SOUTHERN PART OF THE BATTLEFIELD ABOUT 3 MILES S OF GETTYSBURG.
 JV4157'THE TOWER IS ON THE S SIDE OF W CONFEDERATE AVENUE.  IT IS OF STEEL
 JV4157'CONSTRUCTION ABOUT 70 FEET HIGH.  THE FINIAL WAS THE POINT OBSERVED
 JV4157'ON.
 JV4157
 JV4157                          STATION RECOVERY (1966)
 JV4157
 JV4157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 JV4157'RECOVERED AS DESCRIBED IN 1942.
 JV4157
 JV4157                          STATION RECOVERY (1990)
 JV4157
 JV4157'RECOVERY NOTE BY US POWER SQUADRON 1990 (NH)
 JV4157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4198 ***********************************************************************
 JV4198  DESIGNATION -  BIGLER
 JV4198  PID         -  JV4198
 JV4198  STATE/COUNTY-  PA/ADAMS
 JV4198  USGS QUAD   -  ARENDTSVILLE (1990)
 JV4198
 JV4198                         *CURRENT SURVEY CONTROL
 JV4198  ___________________________________________________________________
 JV4198* NAD 83(1992)-  39 53 52.22711(N)    077 15 25.21699(W)     ADJUSTED  
 JV4198* NAVD 88     -       216.2    (meters)     709.     (feet)  VERTCON   
 JV4198  ___________________________________________________________________
 JV4198  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 JV4198  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JV4198
 JV4198  HORZ ORDER  -  SECOND
 JV4198
 JV4198.The horizontal coordinates were established by classical geodetic methods
 JV4198.and adjusted by the National Geodetic Survey in June 2002..
 JV4198
 JV4198.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV4198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV4198
 JV4198.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4198
 JV4198.The geoid height was determined by GEOID03.
 JV4198
 JV4198;                    North         East     Units Scale Factor Converg.
 JV4198;SPC PA S     -    62,797.720   642,161.461   MT  1.00000574   +0 19 11.5
 JV4198;SPC PA S     -   206,028.85  2,106,824.73   sFT  1.00000574   +0 19 11.5
 JV4198;UTM  18      - 4,418,857.012   307,047.012   MT  1.00005837   -1 26 53.3
 JV4198
 JV4198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4198!SPC PA S     -   0.99997139  x   1.00000574  =   0.99997713
 JV4198!UTM  18      -   0.99997139  x   1.00005837  =   1.00002976
 JV4198
 JV4198:                Primary Azimuth Mark                     Grid Az
 JV4198:SPC PA S     -  BIGLERVILLE RED BRICK STACK              014 32 18.8
 JV4198:UTM  18      -  BIGLERVILLE RED BRICK STACK              016 18 23.6
 JV4198
 JV4198|---------------------------------------------------------------------|
 JV4198| PID    Reference Object                     Distance      Geod. Az  |
 JV4198|                                                           dddmmss.s |
 JV4198| JV4163 BIGLERVILLE RED BRICK STACK         APPROX. 3.5 KM 0145130.3 |
 JV4198| JV4164 BIGLERVILLE SMALL WATER TANK        APPROX. 3.5 KM 0154924.2 |
 JV4198| JV4162 BIGLERVILLE LARGE WATER TANK        APPROX. 3.5 KM 0165405.1 |
 JV4198| CK6653 BIGLER AZ MK                                       0952127.8 |
 JV4198| CK6654 BIGLER RM 1                          26.229 METERS 13914     |
 JV4198| JV4156 GETTYSBURG CATHOLIC CH BELFRY       APPROX. 8.0 KM 1642541.3 |
 JV4198| JV4158 GETTYSBURG COLLEGE BELFRY           APPROX. 7.3 KM 1651641.5 |
 JV4198| JV4159 GETTYSBURG SEMINARY RIDGE LOT       APPROX. 9.3 KM 1680829.9 |
 JV4198| JV4160 GETTYSBURG SEMINARY SPIRE           APPROX. 7.3 KM 1713414.4 |
 JV4198| CK6655 BIGLER RM 2                          22.770 METERS 26152     |
 JV4198|---------------------------------------------------------------------|
 JV4198
 JV4198                          SUPERSEDED SURVEY CONTROL
 JV4198
 JV4198  NAD 83(1995)-  39 53 52.22465(N)    077 15 25.21877(W) AD(       ) 2
 JV4198  NAD 83(1991)-  39 53 52.22465(N)    077 15 25.21909(W) AD(       ) 2
 JV4198  NAD 83(1986)-  39 53 52.22427(N)    077 15 25.21952(W) AD(       ) 2
 JV4198  NAD 27      -  39 53 51.88772(N)    077 15 26.27439(W) AD(       ) 2
 JV4198  NGVD 29 (07/19/86)  216.4    (m)          710.     (f) VERT ANG       
 JV4198
 JV4198.Superseded values are not recommended for survey control.
 JV4198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4198.See file dsdata.txt to determine how the superseded data were derived.
 JV4198
 JV4198_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK0704718857(NAD 83)
 JV4198_MARKER: DS = TRIANGULATION STATION DISK
 JV4198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV4198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV4198+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2006
 JV4198
 JV4198  HISTORY     - Date     Condition        Report By
 JV4198  HISTORY     - 1942     MONUMENTED       CGS
 JV4198  HISTORY     - 1966     GOOD             CGS
 JV4198  HISTORY     - 20060612 GOOD             GEOCAC
 JV4198
 JV4198                          STATION DESCRIPTION
 JV4198
 JV4198'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 JV4198'STATION IS LOCATED 2-1/4 MILES S OF BIGLERVILLE, AND 2 MILES ENE OF
 JV4198'MUMMASBURG, ON TOP OF A LOW, FLAT-TOPPED, BARE RIDGE IN BARN LOT
 JV4198'OWNED BY MR. A.R. ORNER.
 JV4198'
 JV4198'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS
 JV4198'SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JV4198'
 JV4198'REFERENCE MARK NO. 1 PROJECTS 3 INCHES AND IS LOCATED AT THE SE
 JV4198'CORNER OF FRAME SHED GARAGE, 30 FEET E OF CENTER LINE OF ROAD AND
 JV4198'26.210 METERS S OF STATION.
 JV4198'
 JV4198'REFERENCE MARK NO. 2 IS FLUSH WITH THE GROUND, 2 FEET W OF DITCH AND
 JV4198'12 FEET W OF CENTER LINE OF ROAD, 22.783 METERS W OF STATION.
 JV4198'
 JV4198'THE AZIMUTH MARK PROJECTS 5 INCHES.  IT IS 1 FOOT E OF WIRE FENCE, 9
 JV4198'FEET N OF TELEPHONE LINE POLE, 27 FEET W OF CENTER LINE OF ROAD, 150
 JV4198'FEET NE OF RED BRICK HOUSE ON STATE HIGHWAY 34, AND 0.85 MILE N OF
 JV4198'RAILROAD CROSSING ON STATE HIGHWAY 34 ON TOP OF A SMALL HILL.
 JV4198'
 JV4198'REACHED FROM THE CIRCLE IN GETTYSBURG BY GOING N ON STATE HIGHWAY 34
 JV4198'FOR 3.9 MILES TO RAILROAD CROSSING, THEN CONTINUE N ON NO. 34 FOR
 JV4198'0.5 MILE TO PAVED CROSSROADS AND SIGN MUMMASBURG 3 MI., THEN TURN
 JV4198'LEFT AND GO W ON PAVED ROAD FOR 0.3 MILE TO CROSSROADS AND A STONE
 JV4198'HOUSE IN THE NW CORNER, THEN TURN RIGHT AND GO NORTHERLY ON A DIRT,
 JV4198'PART GRAVEL ROAD FOR 0.5 MILE TO MR. ORNERS HOUSE ON THE LEFT AND
 JV4198'STATION SITE NEAR THE BARN ON THE RIGHT.
 JV4198'
 JV4198'REFERENCE AND AZIMUTH MARKS WERE STAMPED WITH THEIR RESPECTIVE
 JV4198'NUMBERS AND THE NAME AND DATE OF STATION.
 JV4198'
 JV4198'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 JV4198
 JV4198                          STATION RECOVERY (1966)
 JV4198
 JV4198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 JV4198'THE STATION MARK, REFERENCE MARKS NO. 1 AND 2, AND THE AZIMUTH MARK
 JV4198'WERE RECOVERED IN GOOD CONDITION.  A DIFFERENCE WAS NOTED IN THE
 JV4198'DIRECTION TO REFERENCE MARK 1.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 JV4198'
 JV4198'THE STATION IS LOCATED ABOUT 2.25 MILES SOUTH OF BIGLERVILLE, 2 MILES
 JV4198'EAST-NORTHEAST OF MUMMASBURG,, 0.3 MILE NORTHWEST OF STATE HIGHWAY
 JV4198'34, ON A LOW RIDGE NORTHEAST OF A BIG RED BARN ON PROPERTY OWNED BY
 JV4198'MR. ROBERT FRANDORF.
 JV4198'
 JV4198'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 34 AND 234
 JV4198'IN BIGLERVILLE, GO SOUTH ON STATE HIGHWAY 34 FOR 2.25 MILES TO
 JV4198'THE AZIMUTH MARK ON THE RIGHT, WEST SIDE OF THE HIGHWAY.  CONTINUE
 JV4198'SOUTH ON STATE HIGHWAY 34 FOR 0.35 MILE TO A CROSSROAD, TURN RIGHT
 JV4198'AND GO WEST FOR 0.3 MILE TO A CROSSROAD, TURN RIGHT AND GO NORTH ON
 JV4198'RUSSELL TAVERN ROAD FOR 0.5 MILE TO THE STATION ON THE RIGHT AS
 JV4198'DESCRIBED.
 JV4198'
 JV4198'THE STATION IS 160 FEET NORTH OF THE BARN, 60.6 FEET EAST OF
 JV4198'TELEPHONE POLE NO. 17, 43 FEET NORTHEAST OF THE APPROXIMATE
 JV4198'CENTERLINE OF RUSSELL TAVERN ROAD, 23.5 FEET NORTHEAST OF A METAL
 JV4198'WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE ROAD.  IT IS A
 JV4198'STANDARD DISK STAMPED BIGLER 1942, SET IN THE TOP OF A 12 INCH SQUARE
 JV4198'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 JV4198'
 JV4198'REFERENCE MARK NO. 1 IS 80 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 JV4198'THE BARN, 30 FEET NORTHEAST OF THE APPROXIMATE CENTER OF RUSSELL
 JV4198'TAVERN ROAD, 1.5 FEET SOUTHEAST OF A 12 INCH TREE, AND ABOUT THE SAME
 JV4198'ELEVATION AS THE STATION.  IT IS A STANDARD DISK STAMPED BIGLER NO 1
 JV4198'1942, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH
 JV4198'WITH THE GROUND.
 JV4198'
 JV4198'REFERENCE MARK NO. 2 IS 60.0 FEET NORTHWEST OF THE WITNESS POST, 21.0
 JV4198'FEET NORTH-NORTHWEST OF TELEPHONE POLE NO. 17, 14 FEET SOUTHWEST OF
 JV4198'THE APPROXIMATE CENTER OF RUSSELL TAVERN ROAD, AND ABOUT THE SAME
 JV4198'ELEVATION AS THE STATION.  IT IS A STANDARD DISK STAMPED BIGLER NO
 JV4198'2 1942, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS
 JV4198'FLUSH WITH THE GROUND.
 JV4198'
 JV4198'THE AZIMUTH MARK IS 150 FEET NORTHWEST OF A RED BRICK HOUSE, 30.0
 JV4198'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 34, 9.0 FEET NORTHWEST
 JV4198'OF TELEPHONE POLE NO. 118, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
 JV4198'IT IS A STANDARD DISK STAMPED BIGLER 1942, SET IN THE TOP OF A
 JV4198'12 INCH SQUARE CONCRETE POST WHICH PROJECTS 1 FOOT.
 JV4198
 JV4198                          STATION RECOVERY (2006)
 JV4198
 JV4198'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV4198'STATION SURFACE MARK APPEARS SLIGHTLY TILTED BUT IN OTHERWISE GOOD
 JV4198'CONDITION.
 JV4198' 
 JV4198'REFERENCE MARK 1 IS 1 FOOT SE OF THE TRUNK OF A 20-INCH TREE AND ABOUT
 JV4198'1 INCH BELOW GROUND LEVEL.
 JV4198' 
 JV4198'REFERENCE MARK 2 IS ON SW ROAD SHOULDER WITH NE PORTION OF MONUMENT
 JV4198'EXPOSED ABOUT 3 INCHES.
 JV4198' 
 JV4198'AZIMUTH MARK RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2212 ***********************************************************************
 KX2212  DESIGNATION -  BIGLER
 KX2212  PID         -  KX2212
 KX2212  STATE/COUNTY-  PA/CLEARFIELD
 KX2212  USGS QUAD   -  WALLACETON (1993)
 KX2212
 KX2212                         *CURRENT SURVEY CONTROL
 KX2212  ___________________________________________________________________
 KX2212* NAD 83(1992)-  40 58 29.70599(N)    078 19 28.19962(W)     ADJUSTED  
 KX2212* NAVD 88     -       623.5    (meters)    2046.     (feet)  VERTCON   
 KX2212  ___________________________________________________________________
 KX2212  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 KX2212  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KX2212
 KX2212  HORZ ORDER  -  SECOND
 KX2212
 KX2212.The horizontal coordinates were established by classical geodetic methods
 KX2212.and adjusted by the National Geodetic Survey in June 2002..
 KX2212
 KX2212.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2212
 KX2212.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2212
 KX2212.The geoid height was determined by GEOID03.
 KX2212
 KX2212;                    North         East     Units Scale Factor Converg.
 KX2212;SPC PA N     -    89,919.756   551,647.035   MT  0.99998648   -0 22 48.2
 KX2212;SPC PA N     -   295,011.73  1,809,861.98   sFT  0.99998648   -0 22 48.2
 KX2212;UTM  17      - 4,539,420.568   725,110.544   MT  1.00022374   +1 45 18.5
 KX2212
 KX2212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2212!SPC PA N     -   0.99990732  x   0.99998648  =   0.99989380
 KX2212!UTM  17      -   0.99990732  x   1.00022374  =   1.00013104
 KX2212
 KX2212|---------------------------------------------------------------------|
 KX2212| PID    Reference Object                     Distance      Geod. Az  |
 KX2212|                                                           dddmmss.s |
 KX2212| CK6657 BIGLER RM 1                          24.427 METERS 08300     |
 KX2212| CK6656 BIGLER AZ MK                                       1461703.3 |
 KX2212| CK6658 BIGLER RM 2                          23.013 METERS 20706     |
 KX2212|---------------------------------------------------------------------|
 KX2212
 KX2212                          SUPERSEDED SURVEY CONTROL
 KX2212
 KX2212  NAD 83(1986)-  40 58 29.70488(N)    078 19 28.20346(W) AD(       ) 2
 KX2212  NAD 27      -  40 58 29.50310(N)    078 19 29.13730(W) AD(       ) 2
 KX2212  NGVD 29 (07/19/86)  623.6    (m)         2046.     (f) VERT ANG       
 KX2212
 KX2212.Superseded values are not recommended for survey control.
 KX2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2212.See file dsdata.txt to determine how the superseded data were derived.
 KX2212
 KX2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF2511139421(NAD 83)
 KX2212_MARKER: DS = TRIANGULATION STATION DISK
 KX2212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2212
 KX2212  HISTORY     - Date     Condition        Report By
 KX2212  HISTORY     - 1959     MONUMENTED       CGS
 KX2212
 KX2212                          STATION DESCRIPTION
 KX2212
 KX2212'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 KX2212'STATION IS LOCATED ON A HIGH HILL, AT THE SOUTH EDGE OF THE TIMBER
 KX2212'LINE, ABOUT 1 MILE SOUTHWEST OF BIGLER, 7 MILES SOUTHEAST OF
 KX2212'CLEARFIELD AND ABOUT 190 FEET NORTH OF AN OLD STRIP MINE AREA.
 KX2212'
 KX2212'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 322 AND STATE
 KX2212'HIGHWAYS 153 AND 970 WHICH IS ABOUT 0.35 MILE EAST OF BIGLER AND
 KX2212'ABOUT 9 MILES SOUTHEAST OF CLEARFIELD.  GO WEST ON HIGHWAY 970,
 KX2212'PASSING THROUGH BIGLER FOR 0.53 MILE TO A POINT WHERE HIGHWAY 970
 KX2212'TURNS LEFT.  TURN LEFT AND CONTINUE ON HIGHWAY 970, SOUTH FOR 0.35
 KX2212'MILE TO A FORK, KEEP THE RIGHT FORK AND CONTINUE SOUTH AND
 KX2212'SOUTHWEST, ON HIGHWAY 970 FOR 1.22 MILES TO A SIGN ON THE LEFT,
 KX2212'BIGLER 1 AND A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON A
 KX2212'MACADAM ROAD FOR 0.4 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 KX2212'NORTH ON A DIRT ROAD FOR 0.1 MILE TO A FORK, KEEP THE LEFT ROAD AND
 KX2212'CONTINUE 0.4 MILE TO A DIM CROSSROAD, CONTINUE STRAIGHT AHEAD
 KX2212'ON THE MAIN TRAVELED ROAD FOR 0.04 MILE TO A FORK RIGHT, KEEP THE
 KX2212'RIGHT ROAD AND GO 0.12 MILE TO A FORK, KEEP THE LEFT ROAD AND GO
 KX2212'0.03 MILE TO A REVERSE Y-INTERSECTION.  TURN SHARP RIGHT AND CONTINUE
 KX2212'ON A DIM MINE ROAD FOR 0.07 MILE AND STATION ON THE LEFT.
 KX2212'
 KX2212'AZIMUTH MARK IS REACHED FROM THE SIDE ROAD RIGHT WHICH JUNCTIONS
 KX2212'HIGHWAY 970 AT SIGN BIGLER 1 WHICH IS MENTIONED IN THE ABOVE
 KX2212'DESCRIPTION OF HOW TO REACH THE STATION.  GO SOUTH ON HIGHWAY 970 FOR
 KX2212'0.05 MILE.  TURN LEFT AND GO EAST ON A DIRT ROAD FOR 0.13 MILE
 KX2212'TO POWERLINE POLE NUMBER B-61 30 AND THE AZIMUTH MARK ON THE RIGHT,
 KX2212'SOUTH SIDE OF THE ROAD.
 KX2212'
 KX2212'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF SQUARE CONCRETE
 KX2212'MONUMENTS.
 KX2212'
 KX2212'STATION MARK IS STAMPED BIGLER 1959 AND PROJECTS ABOUT 2 INCHES.  IT
 KX2212'IS ABOUT 44 FEET NORTH OF THE CENTER OF A DIM MINE ROAD, 42
 KX2212'FEET SOUTH OF A LONE 8-INCH PINE TREE, 188 FEET NORTH OF AN OLD STRIP
 KX2212'MINE AND 5.2 FEET SOUTH-SOUTHEAST OF A STANDARD METAL WITNESS POST
 KX2212'AND MARKER.
 KX2212'
 KX2212'REFERENCE MARK 1 IS STAMPED BIGLER NO 1 1959 AND PROJECTS ABOUT 1
 KX2212'INCH.  IT IS ABOUT 84 FEET EAST OF THE WITNESS POST, 34 FEET
 KX2212'SOUTH OF THE SOUTH EDGE OF THE TIMBER AND ABOUT 70 FEET NORTH OF THE
 KX2212'OLD STRIP MINE.
 KX2212'
 KX2212'REFERENCE MARK 2 IS STAMPED BIGLER NO 2 1959 AND PROJECTS ABOUT 1
 KX2212'INCH.  IT IS ABOUT 76 FEET SOUTHWEST OF THE WITNESS POST, 37 FEET
 KX2212'SOUTH OF THE SOUTH EDGE OF THE TIMBER, 8 FEET SOUTH OF THE DIM MINE
 KX2212'ROAD AND ABOUT 134 FEET NORTH OF THE OLD STRIP MINE.
 KX2212'
 KX2212'AZIMUTH MARK IS STAMPED BIGLER 1959 AND PROJECTS ABOUT 3 INCHES.  IT
 KX2212'IS ABOUT 34 FEET SOUTH OF THE CENTER OF A DIRT ROAD, 1 FOOT
 KX2212'NORTH OF POWERLINE POLE NUMBER B-61 30, 18 FEET SOUTHWEST OF A
 KX2212'20-INCH OAK TREE AND 1.2 FEET NORTHWEST OF A STANDARD METAL WITNESS
 KX2212'POST AND MARKER.
 KX2212'
 KX2212'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU4496 ***********************************************************************
 JU4496  DESIGNATION -  BIGLER
 JU4496  PID         -  JU4496
 JU4496  STATE/COUNTY-  PA/PHILADELPHIA
 JU4496  USGS QUAD   -  PHILADELPHIA (1994)
 JU4496
 JU4496                         *CURRENT SURVEY CONTROL
 JU4496  ___________________________________________________________________
 JU4496* NAD 83(1996)-  39 54 53.64288(N)    075 10 22.63860(W)     ADJUSTED  
 JU4496* NAVD 88     -         4.8    (meters)      16.     (feet)  GPS OBS   
 JU4496  ___________________________________________________________________
 JU4496  X           -   1,253,601.479 (meters)                     COMP
 JU4496  Y           -  -4,735,639.076 (meters)                     COMP
 JU4496  Z           -   4,070,724.804 (meters)                     COMP
 JU4496  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 JU4496  ELLIP HEIGHT-         -28.04  (meters)          (08/10/01) GPS OBS
 JU4496  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JU4496
 JU4496  HORZ ORDER  -  FIRST
 JU4496  ELLP ORDER  -  FOURTH    CLASS II
 JU4496
 JU4496.The horizontal coordinates were established by GPS observations
 JU4496.and adjusted by the National Geodetic Survey in May 1999..
 JU4496
 JU4496.The orthometric height was determined by GPS observations and a
 JU4496.high-resolution geoid model.
 JU4496
 JU4496.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4496
 JU4496.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4496
 JU4496.The ellipsoidal height was determined by GPS observations
 JU4496.and is referenced to NAD 83.
 JU4496
 JU4496.The geoid height was determined by GEOID03.
 JU4496
 JU4496;                    North         East     Units Scale Factor Converg.
 JU4496;SPC PA S     -    67,788.903   820,306.111   MT  1.00000293   +1 40 19.1
 JU4496;SPC PA S     -   222,404.09  2,691,287.63   sFT  1.00000293   +1 40 19.1
 JU4496;SPC NJ       -   120,283.260    92,468.007   MT  0.99994073   -0 25 54.5
 JU4496;SPC NJ       -   394,629.33    303,372.12   sFT  0.99994073   -0 25 54.5
 JU4496;UTM  18      - 4,418,326.425   485,218.284   MT  0.99960269   -0 06 39.5
 JU4496
 JU4496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4496!SPC PA S     -   1.00000440  x   1.00000293  =   1.00000733
 JU4496!SPC NJ       -   1.00000440  x   0.99994073  =   0.99994513
 JU4496!UTM  18      -   1.00000440  x   0.99960269  =   0.99960709
 JU4496
 JU4496                          SUPERSEDED SURVEY CONTROL
 JU4496
 JU4496  NAD 83(1992)-  39 54 53.64230(N)    075 10 22.63875(W) AD(       ) 1
 JU4496  ELLIP H (06/28/94)  -28.09   (m)                       GP(       ) 4 1
 JU4496
 JU4496.Superseded values are not recommended for survey control.
 JU4496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4496.See file dsdata.txt to determine how the superseded data were derived.
 JU4496
 JU4496_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8521818326(NAD 83)
 JU4496_MARKER: DD = SURVEY DISK
 JU4496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4496_SP_SET: CONCRETE POST
 JU4496_STAMPING: BIGLER 1993
 JU4496_MARK LOGO: PA6540
 JU4496_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JU4496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4496+STABILITY: SURFACE MOTION
 JU4496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4496+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2006
 JU4496
 JU4496  HISTORY     - Date     Condition        Report By
 JU4496  HISTORY     - 1993     MONUMENTED       PA6540
 JU4496  HISTORY     - 20060203 GOOD             JCLS
 JU4496
 JU4496                          STATION DESCRIPTION
 JU4496
 JU4496'DESCRIBED BY CITY OF PHILADELPHIA PENNSYLVANIA 1993
 JU4496'THE STATION IS LOCATED IN THE 26TH WARD IN THE SOUTH SECTION OF
 JU4496'THECITY OF PHILADELPHIA. THE STATION IS 157.35 FT (47.96 M) NORTH OF
 JU4496'THE NORTH CURB LINE OF BIGLER STREET AND 116.0 FT (35.4 M) EAST OF
 JU4496'THE EAST CURB LINE OF 15TH STREET, 4.5 FT (1.4 M) NORTHWEST OF A
 JU4496'CONCRETE WALKWAY DIRECTLY ACROSS PATH FROM AN IRON DRAIN. THE MARK IS
 JU4496'0.3 FT (0.1 M) BELOW THE SURFACE. THE MARK IS A CITY OF PHILADELPHIA
 JU4496'HORIZONTAL CONTROL NETWORK BRASS DISC STAMPED BIGLER 1993.
 JU4496'TO REACH THE STATION FROM CITY HALL IN CENTER CITY, GO SOUTH ON BROAD
 JU4496'STREET TO BIGLER STREET (2900 SOUTH). TURN RIGHT ONTO BIGLER STREET
 JU4496'AND GO WEST ON BIGKER STREET FOR 0.1 MI (0.2 KM) TO 15TH STREET.
 JU4496'PROCEED FROM THE NORTHEAST CORNER OF A PARK ALONG A CONCRETE PATH
 JU4496'THAT ENTERS THE PARK ABOUT 145 FT (44.2 M) FROM THE COPING WALL
 JU4496'ENTRANCE TO THE PARK.
 JU4496
 JU4496                          STATION RECOVERY (2006)
 JU4496
 JU4496'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 JU4496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4162 ***********************************************************************
 JV4162  DESIGNATION -  BIGLERVILLE LARGE WATER TANK
 JV4162  PID         -  JV4162
 JV4162  STATE/COUNTY-  PA/ADAMS
 JV4162  USGS QUAD   -  BIGLERVILLE (1990)
 JV4162
 JV4162                         *CURRENT SURVEY CONTROL
 JV4162  ___________________________________________________________________
 JV4162* NAD 83(1992)-  39 55 40.47794(N)    077 14 42.49327(W)     ADJUSTED  
 JV4162* NAVD 88     -                                                        
 JV4162  ___________________________________________________________________
 JV4162  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 JV4162  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JV4162
 JV4162  HORZ ORDER  -  THIRD
 JV4162
 JV4162.The horizontal coordinates were established by classical geodetic methods
 JV4162.and adjusted by the National Geodetic Survey in June 2002..
 JV4162
 JV4162
 JV4162.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4162
 JV4162.The geoid height was determined by GEOID03.
 JV4162
 JV4162;                    North         East     Units Scale Factor Converg.
 JV4162;SPC PA S     -    66,142.136   643,157.301   MT  1.00000085   +0 19 39.2
 JV4162;SPC PA S     -   217,001.32  2,110,091.91   sFT  1.00000085   +0 19 39.2
 JV4162;UTM  18      - 4,422,169.276   308,145.647   MT  1.00005316   -1 26 29.1
 JV4162
 JV4162                          SUPERSEDED SURVEY CONTROL
 JV4162
 JV4162  NAD 83(1991)-  39 55 40.47542(N)    077 14 42.49529(W) AD(       ) 4
 JV4162  NAD 83(1986)-  39 55 40.47521(N)    077 14 42.49584(W) AD(       ) 4
 JV4162  NAD 27      -  39 55 40.14100(N)    077 14 43.55300(W) AD(       ) 3
 JV4162
 JV4162.Superseded values are not recommended for survey control.
 JV4162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4162.See file dsdata.txt to determine how the superseded data were derived.
 JV4162
 JV4162_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK0814622169(NAD 83)
 JV4162_MARKER: 53 = ELEVATED TANK
 JV4162
 JV4162  HISTORY     - Date     Condition        Report By
 JV4162  HISTORY     - 1942     FIRST OBSERVED   CGS
 JV4162  HISTORY     - 1952     GOOD             AMS
 JV4162  HISTORY     - 20010331 GOOD             NGS
 JV4162  HISTORY     - 20060512 GOOD             GEOCAC
 JV4162
 JV4162                          STATION DESCRIPTION
 JV4162
 JV4162'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 JV4162'THIS INTERSECTION STATION IS THE TALL SILVER WATER TANK OF THE CITY
 JV4162'WATER SUPPLY LOCATED ABOUT 0.2 MILE S OF THE CENTER OF TOWN, AND 0.1
 JV4162'MILE E OF STATE HIGHWAY 34, NEAR THE MUSSELMAN CANNING COMPANYS
 JV4162'PLANT.  IT IS A FOUR-LEGGED STEEL STRUCTURE ABOUT 120 FEET HIGH
 JV4162'AND THE ENTIRE STRUCTURE IS PAINTED ALUMINUM.  POINT OBSERVED UPON
 JV4162'WAS THE FINIAL ON THE APEX OF THE ROOF.
 JV4162
 JV4162                          STATION RECOVERY (1952)
 JV4162
 JV4162'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 JV4162'THE STATION, IS THE WATER TANK (LARGE) ABOUT 120. FEET HIGH,
 JV4162'RECOVERED AS DESCRIBED, IN GOOD CONDITION, WITH THE FOLLOWING
 JV4162'ADDITIONS, 51.5 FOOT WEST OF NORTHWEST CORNER OF LARGE SHED, 143.5
 JV4162'FOOT SSW OF SOUTHEAST CORNER OF FLAT TOPPED BUILDING.
 JV4162
 JV4162                          STATION RECOVERY (2001)
 JV4162
 JV4162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JV4162'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JV4162
 JV4162                          STATION RECOVERY (2006)
 JV4162
 JV4162'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV4162'KNOUSE FOODS LOGO IS PAINTED ON SIDE OF TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4163 ***********************************************************************
 JV4163  DESIGNATION -  BIGLERVILLE RED BRICK STACK
 JV4163  PID         -  JV4163
 JV4163  STATE/COUNTY-  PA/ADAMS
 JV4163  USGS QUAD   -  BIGLERVILLE (1990)
 JV4163
 JV4163                         *CURRENT SURVEY CONTROL
 JV4163  ___________________________________________________________________
 JV4163* NAD 83(1992)-  39 55 42.43640(N)    077 14 47.23843(W)     ADJUSTED  
 JV4163* NAVD 88     -                                                        
 JV4163  ___________________________________________________________________
 JV4163  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 JV4163  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JV4163
 JV4163  HORZ ORDER  -  THIRD
 JV4163
 JV4163.The horizontal coordinates were established by classical geodetic methods
 JV4163.and adjusted by the National Geodetic Survey in June 2002..
 JV4163
 JV4163
 JV4163.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4163
 JV4163.The geoid height was determined by GEOID03.
 JV4163
 JV4163;                    North         East     Units Scale Factor Converg.
 JV4163;SPC PA S     -    66,201.895   643,044.283   MT  1.00000077   +0 19 36.1
 JV4163;SPC PA S     -   217,197.38  2,109,721.12   sFT  1.00000077   +0 19 36.1
 JV4163;UTM  18      - 4,422,232.500   308,034.521   MT  1.00005368   -1 26 32.2
 JV4163
 JV4163                          SUPERSEDED SURVEY CONTROL
 JV4163
 JV4163  NAD 83(1991)-  39 55 42.43398(N)    077 14 47.24056(W) AD(       ) 4
 JV4163  NAD 83(1986)-  39 55 42.43372(N)    077 14 47.24107(W) AD(       ) 4
 JV4163  NAD 27      -  39 55 42.10000(N)    077 14 48.29800(W) AD(       ) 3
 JV4163
 JV4163.Superseded values are not recommended for survey control.
 JV4163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4163.See file dsdata.txt to determine how the superseded data were derived.
 JV4163
 JV4163_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK0803522232(NAD 83)
 JV4163_MARKER: 63 = STACK
 JV4163
 JV4163  HISTORY     - Date     Condition        Report By
 JV4163  HISTORY     - 1942     FIRST OBSERVED   CGS
 JV4163  HISTORY     - 1952     GOOD             AMS
 JV4163  HISTORY     - 20010331 GOOD             NGS
 JV4163  HISTORY     - 20060512 GOOD             GEOCAC
 JV4163
 JV4163                          STATION DESCRIPTION
 JV4163
 JV4163'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 JV4163'THIS INTERSECTION STATION IS THE TALL RED BRICK STACK OF THE
 JV4163'MUSSELMAN CANNING COMPANYS PLANT LOCATED ABOUT 0.2 MILE S OF THE
 JV4163'CENTER OF TOWN AND 0.1 MILE E OF STATE HIGHWAY 34.  IT IS ABOUUT 120
 JV4163'FEET HIGH WITH THE LETTERING IN WHITE MUSSELMANS DOWN THE W
 JV4163'SIDE.
 JV4163
 JV4163                          STATION RECOVERY (1952)
 JV4163
 JV4163'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 JV4163'THE STATION, IS A RED BRICK STACK, ABOUT 120 FOOT HIGH, RECOVERED AS
 JV4163'DESCRIBED, IN GOOD CONDITIN, WITH THE FOLLOWING ADDITIONS-
 JV4163'
 JV4163'THE STATION IS 57.0 FOOT EAST OF SOUTHEAST CORNER, OF L OF BUILDING,
 JV4163'81.3 FOOT NORTHWEST OF SOUTHWEST CORNER, OF EASTERN OF TWO LS, 69.0
 JV4163'FOOT NORTHEAST AND PERPENDICULAR TO CENTERLINE OF ROAD.  RADIUS OF
 JV4163'STACK IS 7.0 FOOT.
 JV4163
 JV4163                          STATION RECOVERY (2001)
 JV4163
 JV4163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JV4163'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JV4163
 JV4163                          STATION RECOVERY (2006)
 JV4163
 JV4163'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV4163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4164 ***********************************************************************
 JV4164  DESIGNATION -  BIGLERVILLE SMALL WATER TANK
 JV4164  PID         -  JV4164
 JV4164  STATE/COUNTY-  PA/ADAMS
 JV4164  USGS QUAD   -  BIGLERVILLE (1990)
 JV4164
 JV4164                         *CURRENT SURVEY CONTROL
 JV4164  ___________________________________________________________________
 JV4164* NAD 83(1992)-  39 55 41.65658(N)    077 14 44.93304(W)     ADJUSTED  
 JV4164* NAVD 88     -                                                        
 JV4164  ___________________________________________________________________
 JV4164  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 JV4164  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JV4164
 JV4164  HORZ ORDER  -  THIRD
 JV4164
 JV4164.The horizontal coordinates were established by classical geodetic methods
 JV4164.and adjusted by the National Geodetic Survey in June 2002..
 JV4164
 JV4164
 JV4164.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4164
 JV4164.The geoid height was determined by GEOID03.
 JV4164
 JV4164;                    North         East     Units Scale Factor Converg.
 JV4164;SPC PA S     -    66,178.156   643,099.161   MT  1.00000080   +0 19 37.6
 JV4164;SPC PA S     -   217,119.50  2,109,901.16   sFT  1.00000080   +0 19 37.6
 JV4164;UTM  18      - 4,422,207.076   308,088.644   MT  1.00005343   -1 26 30.7
 JV4164
 JV4164                          SUPERSEDED SURVEY CONTROL
 JV4164
 JV4164  NAD 83(1991)-  39 55 41.65438(N)    077 14 44.93499(W) AD(       ) 4
 JV4164  NAD 83(1986)-  39 55 41.65626(N)    077 14 44.93487(W) AD(       ) 4
 JV4164  NAD 27      -  39 55 41.26800(N)    077 14 46.00900(W) AD(       ) 3
 JV4164
 JV4164.Superseded values are not recommended for survey control.
 JV4164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4164.See file dsdata.txt to determine how the superseded data were derived.
 JV4164
 JV4164_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK0808922207(NAD 83)
 JV4164_MARKER: 53 = ELEVATED TANK
 JV4164
 JV4164  HISTORY     - Date     Condition        Report By
 JV4164  HISTORY     - 1942     FIRST OBSERVED   CGS
 JV4164  HISTORY     - 1952     GOOD             AMS
 JV4164  HISTORY     - 20010331 GOOD             NGS
 JV4164  HISTORY     - 20060512 GOOD             GEOCAC
 JV4164
 JV4164                          STATION DESCRIPTION
 JV4164
 JV4164'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 JV4164'THIS INTERSECTION STATION IS THE SMALL SILVER WATER TANK OF THE
 JV4164'MUSSELMAN CANNING COMPANYS PLANT LOCATED ABOUT 0.2 MILE S OF THE
 JV4164'CENTER OF TOWN, AND 0.1 MILE E OF STATE HIGHWAY 34.  IT IS A
 JV4164'FOUR-LEGGED STEEL STRUCTURE ABOUT 75 FEET HIGH, AND THE ENTIRE
 JV4164'STRUCTURE IS PAINTED ALUMINUM.  POINT OBSERVED UPON THE FINIAL ON THE
 JV4164'APEX OF THE ROOF.
 JV4164
 JV4164                          STATION RECOVERY (1952)
 JV4164
 JV4164'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 JV4164'THE STATION IS THE SMALL SILVER WATER TANK, 75 FEET HIGH, RECOVERED
 JV4164'AS DESCRIBED, IN GOOD CONDITION, WITH THE FOLLOWING ADDITION- THE
 JV4164'STATION IS 42.0 FOOT SOUTHWEST OF SOUTHWEST CORNER OF TWO STORY
 JV4164'BUILDING, 53.5 FOOT WNW OF SOUTHWEST CORNER OF ONE STORY
 JV4164'EXTENSION TO ABOVE BUILDING.
 JV4164
 JV4164                          STATION RECOVERY (2001)
 JV4164
 JV4164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JV4164'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JV4164
 JV4164                          STATION RECOVERY (2006)
 JV4164
 JV4164'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV4164'PLANT IS NOW OWNED BY KNOUSE FOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1827 ***********************************************************************
 LZ1827  DESIGNATION -  BINGHAM
 LZ1827  PID         -  LZ1827
 LZ1827  STATE/COUNTY-  PA/POTTER
 LZ1827  USGS QUAD   -  ULYSSES (1969)
 LZ1827
 LZ1827                         *CURRENT SURVEY CONTROL
 LZ1827  ___________________________________________________________________
 LZ1827* NAD 83(1992)-  41 58 42.90024(N)    077 48 55.22186(W)     ADJUSTED  
 LZ1827* NAVD 88     -       747.9    (meters)    2454.     (feet)  VERTCON   
 LZ1827  ___________________________________________________________________
 LZ1827  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 LZ1827  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 LZ1827
 LZ1827  HORZ ORDER  -  FIRST
 LZ1827
 LZ1827.The horizontal coordinates were established by classical geodetic methods
 LZ1827.and adjusted by the National Geodetic Survey in June 2002..
 LZ1827
 LZ1827.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1827
 LZ1827.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1827
 LZ1827.The geoid height was determined by GEOID03.
 LZ1827
 LZ1827;                    North         East     Units Scale Factor Converg.
 LZ1827;SPC PA N     -   201,228.292   594,584.740   MT  1.00000476   -0 02 35.6
 LZ1827;SPC PA N     -   660,196.49  1,950,733.43   sFT  1.00000476   -0 02 35.6
 LZ1827;SPC NY C     -   220,449.582   147,898.677   MT  1.00006573   -0 49 26.8
 LZ1827;SPC NY C     -   723,258.34    485,230.91   sFT  1.00006573   -0 49 26.8
 LZ1827;SPC NY W     -   220,000.623   413,646.439   MT  0.99998733   +0 30 49.3
 LZ1827;SPC NY W     -   721,785.38  1,357,105.03   sFT  0.99998733   +0 30 49.3
 LZ1827;UTM  18      - 4,651,232.895   266,752.080   MT  1.00026950   -1 53 02.0
 LZ1827
 LZ1827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1827!SPC PA N     -   0.99988767  x   1.00000476  =   0.99989243
 LZ1827!SPC NY C     -   0.99988767  x   1.00006573  =   0.99995340
 LZ1827!SPC NY W     -   0.99988767  x   0.99998733  =   0.99987500
 LZ1827!UTM  18      -   0.99988767  x   1.00026950  =   1.00015714
 LZ1827
 LZ1827|---------------------------------------------------------------------|
 LZ1827| PID    Reference Object                     Distance      Geod. Az  |
 LZ1827|                                                           dddmmss.s |
 LZ1827| CK6661 BINGHAM RM 3                         23.455 METERS 05547     |
 LZ1827| LZ1809 HARRISON RESET                      APPROX.12.0 KM 1251324.9 |
 LZ1827| CK6660 BINGHAM RM 2                         42.430 METERS 23258     |
 LZ1827| CK6659 BINGHAM RM 1                        133.810 METERS 35826     |
 LZ1827|---------------------------------------------------------------------|
 LZ1827
 LZ1827                          SUPERSEDED SURVEY CONTROL
 LZ1827
 LZ1827  NAD 83(1996)-  41 58 42.89863(N)    077 48 55.22547(W) AD(       ) 1
 LZ1827  NAD 83(1986)-  41 58 42.89999(N)    077 48 55.22203(W) AD(       ) 1
 LZ1827  NAD 27      -  41 58 42.65745(N)    077 48 56.23739(W) AD(       ) 1
 LZ1827  NGVD 29 (07/19/86)  748.0    (m)         2454.     (f) VERT ANG       
 LZ1827
 LZ1827.Superseded values are not recommended for survey control.
 LZ1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1827.See file dsdata.txt to determine how the superseded data were derived.
 LZ1827
 LZ1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM6675251233(NAD 83)
 LZ1827_MARKER: Z = SEE DESCRIPTION
 LZ1827_SETTING: 0 = UNSPECIFIED SETTING
 LZ1827
 LZ1827  HISTORY     - Date     Condition        Report By
 LZ1827  HISTORY     - 1929     MONUMENTED       CGS
 LZ1827  HISTORY     - 1967     SEE DESCRIPTION  CGS
 LZ1827  HISTORY     - 20010721 GOOD             INDIV
 LZ1827
 LZ1827                          STATION DESCRIPTION
 LZ1827
 LZ1827'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 LZ1827'STATION IS IN BINGHAM TOWNSHIP ABOUT 4 MILES SE OF THE VILLAGE OF
 LZ1827'GENESEE ON A WOODED HILL, ON LAND BELONGING TO MR. THOMAS
 LZ1827'RILEY.  THE STATION IS NEAR THE SOUTHERN EDGE OF PARTIALLY CLEARED
 LZ1827'LAND ON THE HILLTOP AND IS 90 FEET N OF AN E AND W FENCE WHICH
 LZ1827'SEPARATES THE WOODLAND OF GEORGE HARRISON FROM MR. RILEYS PROPERTY.
 LZ1827'ABOUT 75 FEET E OF THE STATION ARE 3 MAPLE TREES, ABOUT 35
 LZ1827'FEET IN HEIGHT, GROWING ABOUT 30 FEET APART, AND FORMING AN ISOSCELES
 LZ1827'TRIANGLE.  THE MOST WESTERLY OF THESE TREES IS MARKED WITH A
 LZ1827'TRIANGULAR-SHAPED BLAZE, AND IS 57 FEET E OF THE STATION
 LZ1827'MARK.
 LZ1827'
 LZ1827'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 LZ1827'HOLES IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2 AND
 LZ1827'12A.  THE SURFACE MARK IS FLUSH WITH SURFACE.  UNDERGROUND MARK IS A
 LZ1827'STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN A BOULDER AS
 LZ1827'DESCRIBED IN NOTE 9A.
 LZ1827'
 LZ1827'REFERENCE MARK NO. 1 IS N OF THE STATION IN FLAT ROCK FLUSH WITH
 LZ1827'SURFACE.  A ROCK CAIRN 2 FEET HIGH HAS BEEN BUILT
 LZ1827'ALONGSIDE THE MARK.  REFERENCE MARK NO. 2 IS SW OF STATION IN ROCK
 LZ1827'OUTCROP 8 FEET N OF PROPERTY LINE FENCE.
 LZ1827'
 LZ1827'TO REACH THE STATION FROM GENESEE GO SE ON MAIN STREET ABOUT 1 BLOCK
 LZ1827'FROM POST OFFICE AND TAKE FIRST TURN TO LEFT.  GO 1/2
 LZ1827'MILE TO CHEMICAL PLANT, MAKING RIGHT TURN 2 BLOCKS FROM MAIN STREET
 LZ1827'AT SCHOOLHOUSE.  FOLLOW ROAD PAST CHEMICAL PLANT FOR
 LZ1827'2.6 MILES TO INTERSECTION.  TURN RIGHT HERE BETWEEN A SMALL
 LZ1827'SCHOOLHOUSE AND A LARGE UNPAINTED BARN AND GO ABOUT 1 MILE TO
 LZ1827'A POINT WHERE THE ROAD TURNS W.  TURN W HERE AND FOLLOW ROAD ABOUT
 LZ1827'1/2 MILE TO TOP OF RIDGE AND BEAR LEFT TO STATION.
 LZ1827'
 LZ1827'HEIGHT OF SIGNAL ABOVE STATION MARK 12 METERS.
 LZ1827
 LZ1827                          STATION RECOVERY (1967)
 LZ1827
 LZ1827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 LZ1827'THE STATION MARK AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED IN
 LZ1827'GOOD CONDITION.  A DISCREPANCY IN THE HORIZONTAL
 LZ1827'DISTANCE TO REFERENCE MARK NO. 2 WAS NOTED AND CHECKED IN THE FIELD.
 LZ1827'DUE TO THE HEAVILY WOODED AREA THE HORIZONTAL DIRECTION
 LZ1827'OR DISTANCE WAS NOT OBTAINED TO REFERENCE MARK NO. 1.  REFERENCE MARK
 LZ1827'NO. 3 WAS ESTABLISHED AT THIS TIME.  FOLLOWING IS A NEW
 LZ1827'DESCRIPTION.
 LZ1827'
 LZ1827'THE STATION IS LOCATED ON A WOODED HILL IN BINGHAM TOWNSHIP, ON THE
 LZ1827'PROPERTY OF MR. VAUGHN KIBBIE, ABOUT 3 MILES
 LZ1827'EAST-SOUTHEAST OF GENESEE, 2 MILES EAST OF THE VILLAGE OF HICKOX AND
 LZ1827'1-1/2 MILES SOUTH OF THE NEW YORK-PENNSYLVANIA STATE
 LZ1827'LINE.
 LZ1827'
 LZ1827'TO REACH THE STATION FROM THE ESSO SERVICE STATION AND STORE IN THE
 LZ1827'VILLAGE OF HICKOX WHICH IS ABOUT 1 MILE SOUTH-SOUTHEAST
 LZ1827'OF GENESEE, PASS TO THE LEFT OF THE SERVICE STATION AND GO IN AN
 LZ1827'EASTERLY DIRECTION ON A PAVED ROAD FOR 0.6 MILE TO THE END OF
 LZ1827'PAVEMENT.  CONTINUE ON THE GRAVELED ROAD AND GO 2.75 MILES TO A
 LZ1827'DRIVEWAY ON THE LEFT, AT MR. CHARLES NELSON JR. RESIDENCE.
 LZ1827'TURN LEFT AND KEEP TO THE RIGHT OF THE HOUSE AND A BARN AND GO
 LZ1827'UPHILL, ON A TRACK ROAD FOR 0.3 MILE TO A FENCE CORNER.  TURN
 LZ1827'LEFT AND FOLLOW ALONG THE FENCE LINE FOR 0.2 MILE TO A GAP IN THE
 LZ1827'TREES.  PASS THROUGH THE GAP IN THE TREES WHICH IS ABOUT 50 FEET,
 LZ1827'INTO A HAY FIELD.  TURN RIGHT AND GO ABOUT 200 FEET, THENCE
 LZ1827'LEFT ACROSS THE HAY FIELD ABOUT 150 FEET TO A FENCE CORNER.  CONTINUE
 LZ1827'ALONG THE WEST SIDE OF THE FENCE FOR 0.1 MILE TO A
 LZ1827'NORTHWEST-SOUTHEAST WIRE FENCE.  TURN RIGHT AND FOLLOW THE FENCE LINE
 LZ1827'FOR 0.15 MILE TO A GATE IN THE WEST CORNER OF THE HAY FIELD.
 LZ1827'TURN LEFT AND PASS THROUGH THE GATE AND GO SOUTHWEST ON A DIM TRACK
 LZ1827'ROAD FOR 0.25 MILE TO A NORTH-SOUTH WIRE FENCE AND GATE.
 LZ1827'PASS THROUGH THE GATE AND FOLLOW THE DIM TRACK ROAD IN A
 LZ1827'WESTERLY DIRECTION FOR 0.25 MILE TO THE END OF ROAD AND THE STATION.
 LZ1827'
 LZ1827'THE STATION MARK IS A STANDARD DISK STAMPED BINGHAM 1929, CEMENTED IN
 LZ1827'A DRILL HOLE IN A BOULDER WHICH IS FLUSH
 LZ1827'WITH THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK WEDGED IN A
 LZ1827'DRILL HOLE IN A BOULDER.  IT IS 57 FEET WEST-SOUTHWEST OF A
 LZ1827'24-INCH MAPLE TREE WITH A TRIANGLE BLAZE AND 4.3 FEET SOUTH OF A
 LZ1827'METAL WITNESS POST.  NOTES- 4 9A
 LZ1827'
 LZ1827'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BINGHAM NO 1 1929
 LZ1827'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 LZ1827'IS FLUSH WITH THE GROUND.  IT IS 2.7 FEET WEST-NORTHWEST OF A CAIRN
 LZ1827'AND 1.1 FEET EAST OF A METAL WITNESS POST.  NOTE- 12A
 LZ1827'
 LZ1827'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BINGHAM NO 2 1929
 LZ1827'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 LZ1827'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 9 FEET NORTH OF AN
 LZ1827'EAST-WEST WIRE FENCE, 4 FEET NORTHEAST OF A 20-INCH
 LZ1827'MAPLE TREE WITH A TRIANGLE BLAZE AND 2.3 FEET NORTHWEST OF A METAL
 LZ1827'WITNESS POST.  NOTE- 12A
 LZ1827'
 LZ1827'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED BINGHAM 1929 NO 3
 LZ1827'1967, SET IN THE TOP OF A 10-INCH CYLINDRICAL
 LZ1827'CONCRETE MONUMENT WHICH PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 22
 LZ1827'FEET EAST OF THE 24-INCH MAPLE TREE WITH A TRIANGLE
 LZ1827'BLAZE, 4 FEET WEST-SOUTHWEST OF THE METAL WITNESS POST AND ABOUT 1
 LZ1827'FOOT HIGHER THAN THE STATION MARK.  NOTE- 11B
 LZ1827'
 LZ1827'NOTE- DUE TO TREES ON LINE NO MEASUREMENT WAS MADE BETWEEN THE
 LZ1827'REFERENCE MARKS AND THE HORIZONTAL DIRECTION AND DISTANCE
 LZ1827'TO REFERENCE MARK NO. 1 WAS NOT OBTAINED.
 LZ1827'
 LZ1827'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 LZ1827'
 LZ1827'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 LZ1827
 LZ1827                          STATION RECOVERY (2001)
 LZ1827
 LZ1827'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (SB)
 LZ1827'STATION MARK AND RM3 RECOVERED AS DESCRIBED IN 1967 RECOVERY.
 LZ1827'THE WITNESS POSTS MENTIONED IN THAT RECOVERY REMAIN.  RM1 AND
 LZ1827'RM2 SEARCHED FOR BUT NOT RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5526 ***********************************************************************
 KV5526  DESIGNATION -  BIRCH
 KV5526  PID         -  KV5526
 KV5526  STATE/COUNTY-  PA/BUCKS
 KV5526  USGS QUAD   -  TRENTON EAST (1981)
 KV5526
 KV5526                         *CURRENT SURVEY CONTROL
 KV5526  ___________________________________________________________________
 KV5526* NAD 83(1992)-  40 08 10.51171(N)    074 44 47.00765(W)     ADJUSTED  
 KV5526* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5526  ___________________________________________________________________
 KV5526  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 KV5526  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KV5526
 KV5526  HORZ ORDER  -  THIRD
 KV5526
 KV5526.The horizontal coordinates were established by classical geodetic methods
 KV5526.and adjusted by the National Geodetic Survey in June 2002..
 KV5526
 KV5526.The orthometric height was scaled from a topographic map.
 KV5526
 KV5526.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5526
 KV5526.The geoid height was determined by GEOID03.
 KV5526
 KV5526;                    North         East     Units Scale Factor Converg.
 KV5526;SPC PA S     -    93,504.448   855,923.353   MT  0.99997447   +1 56 55.4
 KV5526;SPC PA S     -   306,772.51  2,808,141.87   sFT  0.99997447   +1 56 55.4
 KV5526;SPC NJ       -   144,671.005   129,003.689   MT  0.99990543   -0 09 31.8
 KV5526;SPC NJ       -   474,641.46    423,239.60   sFT  0.99990543   -0 09 31.8
 KV5526;UTM  18      - 4,442,910.997   521,604.910   MT  0.99960575   +0 09 48.5
 KV5526
 KV5526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5526!SPC PA S     -   1.00000504  x   0.99997447  =   0.99997951
 KV5526!SPC NJ       -   1.00000504  x   0.99990543  =   0.99991047
 KV5526!UTM  18      -   1.00000504  x   0.99960575  =   0.99961079
 KV5526
 KV5526|---------------------------------------------------------------------|
 KV5526| PID    Reference Object                     Distance      Geod. Az  |
 KV5526|                                                           dddmmss.s |
 KV5526| CB5703 BIRCH RM 1                           15.788 METERS 04521     |
 KV5526| KV5527 WHITE HILL RANGE FRONT LIGHT        466.072 METERS 1742831.7 |
 KV5526| KV5666 ROEBLING J A ROEBLING CO TANK       APPROX. 2.5 KM 2235857.4 |
 KV5526| KV5525 WARNER C L USE 1935                  96.134 METERS 28222     |
 KV5526| CB5704 BIRCH RM 2                           17.193 METERS 31514     |
 KV5526|---------------------------------------------------------------------|
 KV5526
 KV5526                          SUPERSEDED SURVEY CONTROL
 KV5526
 KV5526  NAD 83(1996)-  40 08 10.51176(N)    074 44 47.00770(W) AD(       ) 3
 KV5526  NAD 83(1986)-  40 08 10.50933(N)    074 44 47.01003(W) AD(       ) 3
 KV5526  NAD 27      -  40 08 10.11600(N)    074 44 48.43100(W) AD(       ) 3
 KV5526
 KV5526.Superseded values are not recommended for survey control.
 KV5526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5526.See file dsdata.txt to determine how the superseded data were derived.
 KV5526
 KV5526_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2160542911(NAD 83)
 KV5526_MARKER: DS = TRIANGULATION STATION DISK
 KV5526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5526
 KV5526  HISTORY     - Date     Condition        Report By
 KV5526  HISTORY     - 1935     MONUMENTED       CGS
 KV5526  HISTORY     - 1947     GOOD             CGS
 KV5526
 KV5526                          STATION DESCRIPTION
 KV5526
 KV5526'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5526'ROEBLING CO UNLETTERED SE TANK IS THE BEST AZIMUTH MARK.
 KV5526'
 KV5526'STATION IS NEAR TULLYTOWN, ON THE STARKEY FARM, DIRECTLY ACROSS RIVER
 KV5526'FROM A POINT 125 METERS SW OF THE NE END OF NEWBOLD ISLAND, 1
 KV5526'METER NW OF TRAIL, 6.20 METERS N OF HIGH WATER LINE, 9.30 METERS SW
 KV5526'OF A 1-NAIL BLAZE IN 18 INCH TREE, 3.0 METERS S OF A 2-NAIL BLAZE IN
 KV5526'A 36 INCH 2-TRUNK TREE, 5.20 METERS NE OF A 3-NAIL BLAZE IN A 12-INCH
 KV5526'TREE.
 KV5526'
 KV5526'SURFACE, UNDERGROUND AND REFERENCE MARKS NO. 1 AND 2 ARE STANDARD
 KV5526'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 KV5526'
 KV5526'MAIN SCHEME STATION.
 KV5526'
 KV5526'FROM U.S. HIGHWAY 13 INTERSECTION ABOVE SCOTT CREEK IN TULLYTOWN, GO
 KV5526'NE 2.6 MILES ON A MACADAM ROAD, TURN RIGHT 0.8 MILE ON A GRAVEL ROAD,
 KV5526'TURN LEFT 1.0 MILE, RIGHT 0.4 MILE ON A DIRT ROAD.  LEFT ALONG RIVER
 KV5526'BANK 100 YARDS TO STATION.
 KV5526'
 KV5526'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 KV5526
 KV5526                          STATION RECOVERY (1947)
 KV5526
 KV5526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5526'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5526'ADEQUATE WITH THE FOLLOWING CHANGE-
 KV5526'
 KV5526'CHANGE 36-INCH TWO-TRUNK TREE TO 36-INCH TWO-TRUNK BIRCH TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2840 ***********************************************************************
 LY2840  DESIGNATION -  BIRCHPORT
 LY2840  PID         -  LY2840
 LY2840  STATE/COUNTY-  PA/MONROE
 LY2840  USGS QUAD   -  EAST STROUDSBURG (1993)
 LY2840
 LY2840                         *CURRENT SURVEY CONTROL
 LY2840  ___________________________________________________________________
 LY2840* NAD 83(1992)-  41 03 44.96885(N)    075 14 55.46872(W)     ADJUSTED  
 LY2840* NAVD 88     -       285.6    (meters)     937.     (feet)  VERTCON   
 LY2840  ___________________________________________________________________
 LY2840  X           -   1,226,322.751 (meters)                     COMP
 LY2840  Y           -  -4,657,484.517 (meters)                     COMP
 LY2840  Z           -   4,167,824.328 (meters)                     COMP
 LY2840  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 LY2840  ELLIP HEIGHT-         252.66  (meters)          (06/21/02) GPS OBS
 LY2840  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 LY2840
 LY2840  HORZ ORDER  -  THIRD
 LY2840  ELLP ORDER  -  FOURTH    CLASS I
 LY2840
 LY2840.The horizontal coordinates were established by GPS observations
 LY2840.and adjusted by the National Geodetic Survey in June 2002..
 LY2840
 LY2840.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2840
 LY2840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2840
 LY2840.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2840
 LY2840.The ellipsoidal height was determined by GPS observations
 LY2840.and is referenced to NAD 83.
 LY2840
 LY2840.The geoid height was determined by GEOID03.
 LY2840
 LY2840;                    North         East     Units Scale Factor Converg.
 LY2840;SPC PA N     -   102,520.177   810,210.689   MT  0.99997592   +1 39 16.9
 LY2840;SPC PA N     -   336,351.61  2,658,166.24   sFT  0.99997592   +1 39 16.9
 LY2840;UTM  18      - 4,545,724.033   479,100.237   MT  0.99960538   -0 09 48.2
 LY2840
 LY2840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2840!SPC PA N     -   0.99996037  x   0.99997592  =   0.99993629
 LY2840!UTM  18      -   0.99996037  x   0.99960538  =   0.99956577
 LY2840
 LY2840:                Primary Azimuth Mark                     Grid Az
 LY2840:SPC PA N     -  BIRCHPORT AZ MK                          308 00 11.1
 LY2840:UTM  18      -  BIRCHPORT AZ MK                          309 49 16.2
 LY2840
 LY2840|---------------------------------------------------------------------|
 LY2840| PID    Reference Object                     Distance      Geod. Az  |
 LY2840|                                                           dddmmss.s |
 LY2840| LY2841 BIRCHPORT AZ MK                     APPROX. 0.7 KM 3093928.0 |
 LY2840|---------------------------------------------------------------------|
 LY2840
 LY2840                          SUPERSEDED SURVEY CONTROL
 LY2840
 LY2840  NAD 83(1996)-  41 03 44.96885(N)    075 14 55.46860(W) AD(       ) 3
 LY2840  NAD 83(1986)-  41 03 44.96345(N)    075 14 55.46168(W) AD(       ) 3
 LY2840  NGVD 29 (09/11/89)  285.8    (m)          938.     (f) GPS OBS        
 LY2840
 LY2840.Superseded values are not recommended for survey control.
 LY2840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2840.See file dsdata.txt to determine how the superseded data were derived.
 LY2840
 LY2840_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL7910045724(NAD 83)
 LY2840_MARKER: I = METAL ROD
 LY2840_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2840_SP_SET: STAINLESS STEEL ROD
 LY2840_STAMPING: BIRCHPORT 1988
 LY2840_MARK LOGO: NGS   
 LY2840_PROJECTION: FLUSH
 LY2840_MAGNETIC: I = MARKER IS A STEEL ROD
 LY2840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2840+SATELLITE: SATELLITE OBSERVATIONS - 1988
 LY2840_ROD/PIPE-DEPTH: 2.7  meters
 LY2840
 LY2840  HISTORY     - Date     Condition        Report By
 LY2840  HISTORY     - 1988     MONUMENTED       NGS
 LY2840
 LY2840                          STATION DESCRIPTION
 LY2840
 LY2840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LY2840'THE STATION IS LOCATED ABOUT 11.0 KM (6.85 MI) SOUTHEAST OF MOUNT
 LY2840'POCONO, 9.0 KM (5.60 MI) NORTHEAST OF EAST STROUDSBURG, AT THE EAST
 LY2840'STROUDSBURG-BIRCHWOOD-POCONO AIRPARK, IN THE CENTER OF THE SOUTHEAST
 LY2840'END OF THE NARROW GRASS STRIP BETWEEN THE PARALLEL TAXIWAY AND THE
 LY2840'SOUTHEAST END OF THE SINGLE ASPHALT RUNWAY.
 LY2840'OWNERSHIP--WALTER E. HOFFMAN, JR., 3400 BIRCHWOOD DRIVE, EAST
 LY2840'STROUDSBURG PA 18301.  PHONE 717-629-0222.
 LY2840'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 209 BUSINESS
 LY2840'AND STATE HIGHWAY 447 IN THE NORTH PART OF EAST STROUDSBURG, GO
 LY2840'NORTHWEST FOR 3.4 KM (2.10 MI) ON HIGHWAY 447 TO THE JUNCTION OF STATE
 LY2840'HIGHWAY 191 SOUTH ON THE LEFT.  CONTINUE STRAIGHT AHEAD AND GO
 LY2840'NORTHWEST FOR 1.8 KM (1.10 MI) ON HIGHWAYS 191 NORTH AND 447 TO A
 LY2840'PAVED SIDE ROAD ON THE LEFT IN ANALOMINK AT THE METHODIST CHURCH.
 LY2840'TURN LEFT AND GO NORTHWEST FOR 0.9 KM (0.55 MI) ON THE WINDING PAVED
 LY2840'ROAD TO A RAILROAD OVERPASS.  CONTINUE STRAIGHT AHEAD AND GO NORTHWEST
 LY2840'FOR 2.7 KM (1.70 MI) ON THE PAVED ROAD TO A PAVED SIDE ROAD ON THE
 LY2840'LEFT.  TURN LEFT AND GO SOUTHWEST FOR 1.2 KM (0.75 MI) ON STATE ROAD
 LY2840'1003 TO A PAVED SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST
 LY2840'FOR 0.4 KM (0.25 MI) ON BIRCHWOOD ROAD TO A NARROW PAVED DRIVE ON THE
 LY2840'RIGHT JUST BEFORE REACHING A THREE STORY RED HOTEL BUILDING.  TURN
 LY2840'RIGHT AND GO NORTHEAST FOR 0.3 KM (0.20 MI) ON THE PAVED DRIVE ALONG
 LY2840'THE CABINS AND ACROSS THE WOODEN BRIDGE TO THE ASPHALT AIRPLANE AND
 LY2840'AIRPORT HANGAR ON THE LEFT.  CONTINUE STRAIGHT AHEAD AND GO NORTHEAST
 LY2840'FOR 0.1 KM (0.05 MI) ON THE APRON AND ACROSS THE SOUTHEAST END OF THE
 LY2840'RUNWAY TO THE STATION ON THE LEFT JUST BEFORE CROSSING THE RUNWAY.
 LY2840'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 LY2840'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 2.7 METERS IN A GREASE
 LY2840'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 LY2840'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 LY2840'27.4 M (89.9 FT) NORTHWEST FROM THE CENTER OF THE CONNECTING TAXIWAY,
 LY2840'25.2 M (82.7 FT) NORTHEAST FROM THE CENTER OF THE RUNWAY, AND 20.7 M
 LY2840'(67.9 FT) SOUTHWEST FROM THE CENTER OF THE PARALLEL TAXIWAY.
 LY2840'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2841 ***********************************************************************
 LY2841  DESIGNATION -  BIRCHPORT AZ MK
 LY2841  PID         -  LY2841
 LY2841  STATE/COUNTY-  PA/MONROE
 LY2841  USGS QUAD   -  MOUNT POCONO (1992)
 LY2841
 LY2841                         *CURRENT SURVEY CONTROL
 LY2841  ___________________________________________________________________
 LY2841* NAD 83(1992)-  41 03 59.89927(N)    075 15 19.26729(W)     ADJUSTED  
 LY2841* NAVD 88     -       292.9    (meters)     961.     (feet)  VERTCON   
 LY2841  ___________________________________________________________________
 LY2841  X           -   1,225,709.799 (meters)                     COMP
 LY2841  Y           -  -4,657,338.836 (meters)                     COMP
 LY2841  Z           -   4,168,176.535 (meters)                     COMP
 LY2841  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 LY2841  ELLIP HEIGHT-         260.16  (meters)          (06/21/02) GPS OBS
 LY2841  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 LY2841
 LY2841  HORZ ORDER  -  THIRD
 LY2841  ELLP ORDER  -  FOURTH    CLASS I
 LY2841
 LY2841.The horizontal coordinates were established by GPS observations
 LY2841.and adjusted by the National Geodetic Survey in June 2002..
 LY2841
 LY2841.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2841
 LY2841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2841
 LY2841.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2841
 LY2841.The ellipsoidal height was determined by GPS observations
 LY2841.and is referenced to NAD 83.
 LY2841
 LY2841.The geoid height was determined by GEOID03.
 LY2841
 LY2841;                    North         East     Units Scale Factor Converg.
 LY2841;SPC PA N     -   102,964.534   809,642.001   MT  0.99997547   +1 39 01.1
 LY2841;SPC PA N     -   337,809.48  2,656,300.46   sFT  0.99997547   +1 39 01.1
 LY2841;UTM  18      - 4,546,186.037   478,546.138   MT  0.99960566   -0 10 03.9
 LY2841
 LY2841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2841!SPC PA N     -   0.99995919  x   0.99997547  =   0.99993466
 LY2841!UTM  18      -   0.99995919  x   0.99960566  =   0.99956487
 LY2841
 LY2841:                Primary Azimuth Mark                     Grid Az
 LY2841:SPC PA N     -  BIRCHPORT                                128 00 11.3
 LY2841:UTM  18      -  BIRCHPORT                                129 49 16.3
 LY2841
 LY2841|---------------------------------------------------------------------|
 LY2841| PID    Reference Object                     Distance      Geod. Az  |
 LY2841|                                                           dddmmss.s |
 LY2841| LY2840 BIRCHPORT                           APPROX. 0.7 KM 1293912.4 |
 LY2841|---------------------------------------------------------------------|
 LY2841
 LY2841                          SUPERSEDED SURVEY CONTROL
 LY2841
 LY2841  NAD 83(1996)-  41 03 59.89910(N)    075 15 19.26668(W) AD(       ) 3
 LY2841  NAD 83(1986)-  41 03 59.89654(N)    075 15 19.26043(W) AD(       ) 3
 LY2841  NGVD 29 (09/11/89)  293.1    (m)          962.     (f) GPS OBS        
 LY2841
 LY2841.Superseded values are not recommended for survey control.
 LY2841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2841.See file dsdata.txt to determine how the superseded data were derived.
 LY2841
 LY2841_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL7854646186(NAD 83)
 LY2841_MARKER: I = METAL ROD
 LY2841_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2841_SP_SET: STAINLESS STEEL ROD
 LY2841_STAMPING: BIRCHPORT AZ MK 1988
 LY2841_MARK LOGO: NGS   
 LY2841_PROJECTION: FLUSH
 LY2841_MAGNETIC: I = MARKER IS A STEEL ROD
 LY2841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2841+SATELLITE: SATELLITE OBSERVATIONS - 1988
 LY2841_ROD/PIPE-DEPTH: 5.8  meters
 LY2841
 LY2841  HISTORY     - Date     Condition        Report By
 LY2841  HISTORY     - 1988     MONUMENTED       NGS
 LY2841
 LY2841                          STATION DESCRIPTION
 LY2841
 LY2841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LY2841'THE STATION IS LOCATED ABOUT 11.0 KM (6.85 MI) SOUTHEAST OF MOUNT
 LY2841'POCONO, 9.0 KM (5.60 MI) NORTHWEST OF EAST STROUDSBURG, AT THE EAST
 LY2841'STROUDSBURG-BIRCHWOOD-POCONO AIRPARK, IN THE CENTER OF THE NORTHWEST
 LY2841'END OF A NARROW GRASS STRIP BETWEEN THE PARALLEL TAXIWAY AND THE
 LY2841'NORTHWEST END OF THE SINGLE ASPHALT RUNWAY.
 LY2841'OWNERSHIP--WALTER E. HOFFMAN, JR., 3400 BIRCHWOOD DRIVE, EAST
 LY2841'STROUDSBURG PA 18301.  PHONE 717-629-0222.
 LY2841'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 209 BUSINESS
 LY2841'AND STATE HIGHWAY 447 IN THE NORTH PART OF EAST STROUDSBURG, GO
 LY2841'NORTHWEST FOR 3.4 KM (2.10 MI) ON HIGHWAY 447 TO THE JUNCTION OF STATE
 LY2841'HIGHWAY 191 SOUTH ON THE LEFT.  CONTINUE STRAIGHT AHEAD AND GO
 LY2841'NORTHWEST FOR 1.8 KM (1.10 MI) ON HIGHWAYS 191 NORTH AND 447 TO A
 LY2841'PAVED SIDE ROAD ON THE LEFT IN ANALOMINK AT THE METHODIST CHURCH.
 LY2841'TURN LEFT AND GO NORTHWEST FOR 0.9 KM (0.55 MI) ON THE WINDING PAVED
 LY2841'ROAD TO A RAILROAD OVERPASS.  CONTINUE STRAIGHT AHEAD GO NORTHWEST FOR
 LY2841'2.7 KM (1.70 MI) ON THE PAVED ROAD TO A PAVED SIDE ROAD ON THE LEFT.
 LY2841'TURN LEFT AND GO SOUTHWEST FOR 1.2 KM (0.75 MI) ON STATE ROAD 1003 TO
 LY2841'A PAVED SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST FOR 0.4
 LY2841'KM (0.25 MI) ON BIRCHWOOD ROAD TO A NARROW PAVED DRIVE ON THE RIGHT
 LY2841'JUST BEFORE REACHING A THREE STORY RED HOTEL BUILDING.  TURN RIGHT AND
 LY2841'GO NORTHEAST FOR 0.3 KM (0.20 MI) ON THE PAVED DRIVE ALONG THE CABINS
 LY2841'AND ACROSS A WOODEN BRIDGE TO THE ASPHALT AIRPLANE APRON AND AIRPORT
 LY2841'HANGAR ON THE LEFT.  CONTINUE STRAIGHT AHEAD AND GO NORTHEAST FOR 0.1
 LY2841'KM (0.05 MI) ON THE APRON AND ACROSS THE SOUTHEAST END OF THE RUNWAY
 LY2841'AND CONNECTING TAXIWAY TO THE PARALLEL TAXIWAY.  TURN LEFT AND GO
 LY2841'NORTHWEST FOR 0.7 KM (0.45 MI) ON THE PARALLEL TAXIWAY TO THE STATION
 LY2841'ON THE LEFT JUST BEFORE REACHING THE CONNECTING TAXIWAY AT THE
 LY2841'NORTHWEST END OF THE RUNWAY.
 LY2841'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 LY2841'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 5.8 METERS IN A GREASE
 LY2841'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 LY2841'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 LY2841'25.2 M (82.7 FT) NORTHEAST FROM THE CENTER OF THE RUNWAY, 20.6 M
 LY2841'(67.6 FT) SOUTHWEST FROM THE CENTER OF THE PARALLEL TAXIWAY, AND 17.7
 LY2841'M (58.1 FT) SOUTHEAST FROM THE CENTER OF THE CONNECTING TAXIWAY.
 LY2841'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4197 ***********************************************************************
 JV4197  DESIGNATION -  BISHOP
 JV4197  PID         -  JV4197
 JV4197  STATE/COUNTY-  PA/ADAMS
 JV4197  USGS QUAD   -  ARENDTSVILLE (1990)
 JV4197
 JV4197                         *CURRENT SURVEY CONTROL
 JV4197  ___________________________________________________________________
 JV4197* NAD 83(1992)-  39 56 51.87404(N)    077 16 32.53748(W)     ADJUSTED  
 JV4197* NAVD 88     -       354.     (meters)    1161.     (feet)  SCALED    
 JV4197  ___________________________________________________________________
 JV4197  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 JV4197  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JV4197
 JV4197  HORZ ORDER  -  SECOND
 JV4197
 JV4197.The horizontal coordinates were established by classical geodetic methods
 JV4197.and adjusted by the National Geodetic Survey in June 2002..
 JV4197
 JV4197.The orthometric height was scaled from a topographic map.
 JV4197
 JV4197.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4197
 JV4197.The geoid height was determined by GEOID03.
 JV4197
 JV4197;                    North         East     Units Scale Factor Converg.
 JV4197;SPC PA S     -    68,329.659   640,532.464   MT  0.99999778   +0 18 27.8
 JV4197;SPC PA S     -   224,178.22  2,101,480.26   sFT  0.99999778   +0 18 27.8
 JV4197;UTM  18      - 4,424,436.929   305,589.444   MT  1.00006531   -1 27 42.0
 JV4197
 JV4197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4197!SPC PA S     -   0.99994982  x   0.99999778  =   0.99994760
 JV4197!UTM  18      -   0.99994982  x   1.00006531  =   1.00001513
 JV4197
 JV4197|---------------------------------------------------------------------|
 JV4197| PID    Reference Object                     Distance      Geod. Az  |
 JV4197|                                                           dddmmss.s |
 JV4197| CK6666 BISHOP RM 1                          11.141 METERS 06409     |
 JV4197| JV4162 BIGLERVILLE LARGE WATER TANK        APPROX. 3.4 KM 1300655.6 |
 JV4197| JV4163 BIGLERVILLE RED BRICK STACK         APPROX. 3.3 KM 1303432.8 |
 JV4197| CK6665 BISHOP AZ MK                                       1724605.4 |
 JV4197| CK6667 BISHOP RM 2                          11.811 METERS 30828     |
 JV4197|---------------------------------------------------------------------|
 JV4197
 JV4197                          SUPERSEDED SURVEY CONTROL
 JV4197
 JV4197  NAD 83(1995)-  39 56 51.87178(N)    077 16 32.53933(W) AD(       ) 2
 JV4197  NAD 83(1991)-  39 56 51.87155(N)    077 16 32.53952(W) AD(       ) 2
 JV4197  NAD 83(1986)-  39 56 51.87115(N)    077 16 32.53988(W) AD(       ) 2
 JV4197  NAD 27      -  39 56 51.53900(N)    077 16 33.59500(W) AD(       ) 2
 JV4197
 JV4197.Superseded values are not recommended for survey control.
 JV4197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4197.See file dsdata.txt to determine how the superseded data were derived.
 JV4197
 JV4197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK0558924437(NAD 83)
 JV4197_MARKER: DD = SURVEY DISK
 JV4197_SETTING: 0 = UNSPECIFIED SETTING
 JV4197
 JV4197  HISTORY     - Date     Condition        Report By
 JV4197  HISTORY     - 1942     MONUMENTED       USGS
 JV4197  HISTORY     - 1952     GOOD             CGS
 JV4197  HISTORY     - 20010331 MARK NOT FOUND   NGS
 JV4197
 JV4197                          STATION DESCRIPTION
 JV4197
 JV4197'DESCRIBED BY US GEOLOGICAL SURVEY 1942 (PLB)
 JV4197'STATION IS LOCATED ON THE TOP OF YELLOW HILL WHICH IS ABOUT 2 MILES
 JV4197'NW OF BIGLERVILLE AND 2 MILES NE OF ARENDTSVILLE, ON THE E SLOPE OF
 JV4197'THE HILL.  STATION IS LOCATED IN AN APPLE ORCHARD 17 FEET NE OF A
 JV4197'SMALL TRIANGULAR-BLAZED PINE TREE, AND 10 FEET N OF A
 JV4197'TRIANGULAR-BLAZED APPLE TREE, AND ABOUT 20 PACES E OF THE E EDGE OF
 JV4197'THE WOODS.  MARK IS A STANDARD U.S.G.S. BENCH MARK SET IN A
 JV4197'BROWN SANDSTONE POST PROJECTING ABOUT 2 INCHES.
 JV4197'
 JV4197'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS SET IN CONCRETE, AS
 JV4197'DESCRIBED IN NOTE 11A.
 JV4197'
 JV4197'REFERENCE MARK NO. 1 IS LOCATED NE OF THE STATION AND 7 FEET S OF AN
 JV4197'APPLE TREE.  MARK IS STAMPED BISHOP USGS NO. 1 1942 AND PROJECTS
 JV4197'ABOUT 4 INCHES.
 JV4197'
 JV4197'REFERENCE MARK NO. 2 IS NW OF THE STATION 5 FEET E OF AN APPLE TREE.
 JV4197'MARK IS STAMPED BISHOP USGS NO. 2 1942 AND PROJECTS ABOUT 4
 JV4197'INCHES.
 JV4197'
 JV4197'AZIMUTH MARK IS ON THE S SIDE OF A CULTIVATED FIELD AT THE WOODS
 JV4197'LINE.  MARK IS STAMPED BISHOP 1942 AND PROJECTS ABOUT 5 INCHES.  TO
 JV4197'REACH FROM POINT MENTIONED BELOW TURN RIGHT ON A FARM ROAD FOR ABOUT
 JV4197'50 YARDS TO A CULTIVATED FIELD.  CONTINUE STRAIGHT AHEAD ACROSS
 JV4197'THE FIELD TO AZIMUTH ON THE FAR SIDE.
 JV4197'
 JV4197'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS 34 AND 234
 JV4197'IN BIGLERVILLE, GO W ON HIGHWAY 234 FOR 1.4 MILES TO CROSSROADS,
 JV4197'TURN RIGHT AND GO N ON A CRUSHED ROCK ROAD FOR 0.6 MILE TO END OF
 JV4197'CRUSHED ROCK, THEN CONTINUE ON FOR 0.45 MILE TO A RIGHT FORK UP
 JV4197'A HILL ON A TRAIL ROAD, GO 0.15 MILE TO A FORKS (AZIMUTH CAN BE
 JV4197'REACHED FROM THIS POINT) TAKE RIGHT FORK AND GO 0.1 MILE TO
 JV4197'ANGLING CROSSROADS, TURN LEFT UPHILL ON A LITTLE USED TRAIL ROAD FOR
 JV4197'0.15 MILE TO EDGE OF THE ORCHARD, CONTINUE ON TRAIL FOR 0.05 MILE
 JV4197'AND TURN LEFT BETWEEN THE ROWS OF TREES AND CONTINUE UP THE HILL
 JV4197'0.05 MILE TO STATION.
 JV4197
 JV4197                          STATION RECOVERY (1952)
 JV4197
 JV4197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (AMS)
 JV4197'THE STATION, A STANDARD USGS BRONZE BENCH MARK DISC, SET IN THE
 JV4197'TOP OF A BROWN SANDSTONE POST, PROJECTING 2 INCHES WAS RECOVERED AS
 JV4197'DESCRIBED, IN GOOD CONDITION, WITH THE FOLLOWING ADDITIONS-
 JV4197'
 JV4197'REFERENCE MARKS 1 AND 2 WERE RECOVERED OKAY AS DESCRIBED.
 JV4197'
 JV4197'THE STATION IS 86-1/2 FEET SOUTH OF SMALL ISOLATED PINE TREE IN
 JV4197'CLEARING, 11-1/2 FEET NORTHWEST OF WESTERNMOST TREE OF A POINT TO THE
 JV4197'SOUTHWEST ON EAST EDGE OF A NORTHSOUTH TRAIL, APPROXIMATELY 150 FEET
 JV4197'SOUTH OF CREST OF HILL.
 JV4197
 JV4197                          STATION RECOVERY (2001)
 JV4197
 JV4197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JV4197'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2223 ***********************************************************************
 MA2223  DESIGNATION -  BISHTOWN
 MA2223  PID         -  MA2223
 MA2223  STATE/COUNTY-  PA/CLEARFIELD
 MA2223  USGS QUAD   -  CLEARFIELD (1981)
 MA2223
 MA2223                         *CURRENT SURVEY CONTROL
 MA2223  ___________________________________________________________________
 MA2223* NAD 83(1992)-  41 01 55.19085(N)    078 22 34.55382(W)     ADJUSTED  
 MA2223* NAVD 88     -       415.6    (meters)    1364.     (feet)  VERTCON   
 MA2223  ___________________________________________________________________
 MA2223  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 MA2223  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 MA2223
 MA2223  HORZ ORDER  -  SECOND
 MA2223
 MA2223.The horizontal coordinates were established by classical geodetic methods
 MA2223.and adjusted by the National Geodetic Survey in June 2002..
 MA2223
 MA2223.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2223
 MA2223.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2223
 MA2223.The geoid height was determined by GEOID03.
 MA2223
 MA2223;                    North         East     Units Scale Factor Converg.
 MA2223;SPC PA N     -    96,288.547   547,336.120   MT  0.99997933   -0 24 51.5
 MA2223;SPC PA N     -   315,906.67  1,795,718.59   sFT  0.99997933   -0 24 51.5
 MA2223;UTM  17      - 4,545,625.651   720,564.177   MT  1.00019879   +1 43 23.2
 MA2223
 MA2223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2223!SPC PA N     -   0.99993990  x   0.99997933  =   0.99991924
 MA2223!UTM  17      -   0.99993990  x   1.00019879  =   1.00013868
 MA2223
 MA2223|---------------------------------------------------------------------|
 MA2223| PID    Reference Object                     Distance      Geod. Az  |
 MA2223|                                                           dddmmss.s |
 MA2223| CK6668 BISHTOWN RM 1                        13.595 METERS 05316     |
 MA2223| MA2217 LANSBERRY                           APPROX. 0.7 KM 0835656.7 |
 MA2223| CK6669 BISHTOWN RM 2                        14.153 METERS 13448     |
 MA2223|---------------------------------------------------------------------|
 MA2223
 MA2223                          SUPERSEDED SURVEY CONTROL
 MA2223
 MA2223  NAD 83(1986)-  41 01 55.19081(N)    078 22 34.55816(W) AD(       ) 2
 MA2223  NAD 27      -  41 01 54.98590(N)    078 22 35.48300(W) AD(       ) 2
 MA2223  NGVD 29 (07/19/86)  415.8    (m)         1364.     (f) VERT ANG       
 MA2223
 MA2223.Superseded values are not recommended for survey control.
 MA2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2223.See file dsdata.txt to determine how the superseded data were derived.
 MA2223
 MA2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF2056445626(NAD 83)
 MA2223_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2223
 MA2223  HISTORY     - Date     Condition        Report By
 MA2223  HISTORY     - 1959     MONUMENTED       CGS
 MA2223  HISTORY     - 1975     GOOD             NGS
 MA2223
 MA2223                          STATION DESCRIPTION
 MA2223
 MA2223'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 MA2223'STATION IS LOCATED ON TOP OF A SPOIL BANK, ABOUT 2 MILES NORTH OF
 MA2223'WOODLAND, 3/4 MILE NORTH-NORTHWEST OF BISHTOWN, 0.2 MILE EAST OF
 MA2223'THE WEST BRANCH THE SUSQUEHANNA RIVER AND ON PROPERTY OWNED BY MR.
 MA2223'GEYNET LANSBERRY.
 MA2223'
 MA2223'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 322 AND STATE
 MA2223'HIGHWAY 153 WHICH IS IN THE NORTH SECTION OF CLEARFIELD.  GO
 MA2223'EAST AND SOUTHEAST ON HIGHWAY 322 FOR 3.82 MILES.  TURN LEFT AND GO
 MA2223'EAST ON STATE ROUTE 17053 FOR 1.58 MILE TO A SIDE ROAD LEFT.  TURN
 MA2223'LEFT AND GO NORTH ON THE SIDE ROAD WHICH IS GRAVELED, FOR 0.76 MILE
 MA2223'TO A CROSSROAD.  TURN LEFT AND GO WEST, ON A GRAVELED ROAD FOR
 MA2223'0.44 MILE TO A FORK, KEEP LEFT ROAD WHICH IS A TRACK ROAD AND GO
 MA2223'SOUTHWEST FOR 0.05 MILE TO A CROSSROAD, CONTINUE STRAIGHT AHEAD
 MA2223'ON THE TRACK ROAD FOR 0.58 MILE TO A 3-WAY FORK, TAKE THE EXTREME
 MA2223'RIGHT ROAD AND GO NORTH ON A TRACK ROAD FOR 0.08 MILE TO THE TOP OF
 MA2223'AN OLD STRIP MINE AREA, BEAR LEFT AND FOLLOW AROUND THE EAST SIDE
 MA2223'OF THE STRIPPING BANK, FOR 0.04 MILE.  TURN RIGHT AND GO NORTH FOR
 MA2223'0.05 MILE.  TURN LEFT AND GO EAST, UP A VERY STEEP EMBANKMENT FOR
 MA2223'0.02 MILE, TOP OF SPOIL BANK AND STATION.
 MA2223'
 MA2223'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF SQUARE CONCRETE
 MA2223'MONUMENTS.
 MA2223'
 MA2223'STATION MARK IS STAMPED BISHTOWN 1959 AND PROJECTS ABOUT 4 INCHES.
 MA2223'IT IS ABOUT 16 FEET NORTH OF A TRIANGULAR BLAZED ELM TREE AND 4.2
 MA2223'FEET EAST OF A STANDARD METAL WITNESS POST AND MARKER.
 MA2223'
 MA2223'REFERENCE MARK NUMBER 1 IS STAMPED BISHTOWN NO 1 1959 AND PROJECTS
 MA2223'ABOUT 2 INCHES.  IT IS ABOUT 16 FEET NORTH OF THE CENTER OF A
 MA2223'TRACK ROAD AND 48.3 FEET EAST OF THE WITNESS POST.  THE MARK IS ABOUT
 MA2223'4 FEET LOWER THAN THE STATION MARK.
 MA2223'
 MA2223'REFERENCE MARK NUMBER 2 IS STAMPED BISHTOWN NO 2 1959 AND PROJECTS
 MA2223'ABOUT 2 INCHES.  IT IS ABOUT 29 FEET WEST OF A 3 FOOT OAK TREE
 MA2223'AND 49.8 FEET NORTH-NORTHWEST OF THE WITNESS POST.  THE MARK IS ABOUT
 MA2223'4 FEET LOWER THAN THE STATION MARK.
 MA2223'
 MA2223'A SMALL AMOUNT OF CLEARING IS NEEDED FOR STATIONS WILSON AND
 MA2223'LANSBERRY TO BE VISIBLE FROM THE GROUND.
 MA2223'
 MA2223'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 MA2223
 MA2223                          STATION RECOVERY (1975)
 MA2223
 MA2223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MA2223'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 MA2223'AS DESCRIBED IN THE 1959 DESCRIPTION.
 MA2223'
 MA2223'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTH OF
 MA2223'WOODLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1796 ***********************************************************************
 LZ1796  DESIGNATION -  BITUMEN
 LZ1796  PID         -  LZ1796
 LZ1796  STATE/COUNTY-  PA/CLINTON
 LZ1796  USGS QUAD   -  RENOVO WEST (1986)
 LZ1796
 LZ1796                         *CURRENT SURVEY CONTROL
 LZ1796  ___________________________________________________________________
 LZ1796* NAD 83(1992)-  41 17 36.12211(N)    077 51 52.62925(W)     ADJUSTED  
 LZ1796* NAVD 88     -       477.2    (meters)    1566.     (feet)  VERTCON   
 LZ1796  ___________________________________________________________________
 LZ1796  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 LZ1796  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 LZ1796
 LZ1796  HORZ ORDER  -  THIRD
 LZ1796
 LZ1796.The horizontal coordinates were established by classical geodetic methods
 LZ1796.and adjusted by the National Geodetic Survey in June 2002..
 LZ1796
 LZ1796.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1796
 LZ1796.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1796
 LZ1796.The geoid height was determined by GEOID03.
 LZ1796
 LZ1796;                    North         East     Units Scale Factor Converg.
 LZ1796;SPC PA N     -   125,130.512   590,399.770   MT  0.99995917   -0 04 33.0
 LZ1796;SPC PA N     -   410,532.35  1,937,003.25   sFT  0.99995917   -0 04 33.0
 LZ1796;UTM  18      - 4,575,283.163   260,139.447   MT  1.00030811   -1 53 28.7
 LZ1796
 LZ1796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1796!SPC PA N     -   0.99993027  x   0.99995917  =   0.99988945
 LZ1796!UTM  18      -   0.99993027  x   1.00030811  =   1.00023836
 LZ1796
 LZ1796|---------------------------------------------------------------------|
 LZ1796| PID    Reference Object                     Distance      Geod. Az  |
 LZ1796|                                                           dddmmss.s |
 LZ1796| CK6671 BITUMEN RM 1                         16.449 METERS 02229     |
 LZ1796| LZ1776 RENOVO TV CORP MAST                 APPROX.10.1 KM 0821827.1 |
 LZ1796| CK6672 BITUMEN RM 2                         18.132 METERS 17950     |
 LZ1796| CK6670 BITUMEN AZ MK                                      2753349.3 |
 LZ1796|---------------------------------------------------------------------|
 LZ1796
 LZ1796                          SUPERSEDED SURVEY CONTROL
 LZ1796
 LZ1796  NAD 83(1986)-  41 17 36.11990(N)    077 51 52.62989(W) AD(       ) 3
 LZ1796  NAD 27      -  41 17 35.88220(N)    077 51 53.65838(W) AD(       ) 3
 LZ1796  NGVD 29 (07/19/86)  477.4    (m)         1566.     (f) VERT ANG       
 LZ1796
 LZ1796.Superseded values are not recommended for survey control.
 LZ1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1796.See file dsdata.txt to determine how the superseded data were derived.
 LZ1796
 LZ1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL6013975283(NAD 83)
 LZ1796_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1796
 LZ1796  HISTORY     - Date     Condition        Report By
 LZ1796  HISTORY     - 1968     MONUMENTED       CGS
 LZ1796
 LZ1796                          STATION DESCRIPTION
 LZ1796
 LZ1796'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 LZ1796'THE STATION IS LOCATED ABOUT 12 MILES EAST OF SINNEMAHONING, 7 MILES
 LZ1796'SOUTHWEST OF RENOVO AND 1.5 MILES SOUTHWEST OF WESTPORT.  IT IS
 LZ1796'ON A HIGH WOODED RIDGE ON PROPERTY OWNED BY MRS. CLEO BATSCHELET.
 LZ1796'
 LZ1796'TO REACH THE STATION FROM THE POST OFFICE IN WESTPORT, GO SOUTHWEST
 LZ1796'ON U.S. HIGHWAY 120 FOR 0.15 MILE TO A SIDE ROAD RIGHT, JUST
 LZ1796'AFTER CROSSING A BRIDGE, TURN RIGHT AND GO WEST ON THE PAVED AND
 LZ1796'GRAVELED ROAD FOR 2.1 MILES TO A SIDE ROAD LEFT AT THE TOP OF HILL,
 LZ1796'(TO REACH THE AZIMUTH MARK FROM HERE, CONTINUE WEST FOR 0.3 MILE TO A
 LZ1796'SIDE ROAD ON THE LEFT, JUST BEFORE REACHING A WHITE HOUSE, TURN
 LZ1796'LEFT AND GO SOUTH FOR 0.2 MILE TO A SIDE ROAD ON THE RIGHT, TURN
 LZ1796'RIGHT AND THEN LEFT AND GO 0.15 MILE TO A SIDE ROAD RIGHT, AT A
 LZ1796'CLEARED AREA, TURN RIGHT AND GO WEST FOR 0.15 MILE TO THE MARK ON
 LZ1796'THE LEFT, ABOUT 10 FEET HIGHER THAN THE ROAD) TURN LEFT AND GO SOUTH
 LZ1796'ON THE TRACK ROAD FOR 0.25 MILE TO A SIDE ROAD ON THE LEFT, TURN
 LZ1796'LEFT AND GO EAST FOR 0.1 MILE TO A CROSSROAD, CONTINUE EAST ON THE
 LZ1796'TRACK ROAD FOR 0.05 MILE TO A CROSSROAD, TURN RIGHT AND GO
 LZ1796'SOUTH ON THE TRACK ROAD FOR 0.25 MILE TO A CROSSROAD, TURN LEFT AND
 LZ1796'GO SOUTHEAST ON THE TRACK ROAD FOR 0.05 MILE TO A DIM WOODS ROAD
 LZ1796'ON THE LEFT, TURN LEFT AND GO EAST ON THE WOODS ROAD FOR 0.05 MILE TO
 LZ1796'THE STATION.
 LZ1796'
 LZ1796'THE STATION MARK IS 26 FEET NORTH-NORTHEAST OF A 12-INCH TRIANGULAR
 LZ1796'BLAZED PINE TREE, 20 FEET EAST-SOUTHEAST OF A 7-INCH TRIANGULAR
 LZ1796'BLAZED PINE TREE AND 3.9 FEET SOUTH OF A METAL WITNESS POST.  THE
 LZ1796'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 LZ1796'PROJECTING 3 INCHES AND IS STAMPED BITUMEN 1968.
 LZ1796'
 LZ1796'REFERENCE MARK NO. 1 IS 51.3 FEET NORTH-NORTHEAST OF THE METAL
 LZ1796'WITNESS POST AND 8 FEET SOUTHEAST OF A 9-INCH TRIANGULAR BLAZED PINE
 LZ1796'TREE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 LZ1796'CONCRETE POST PROJECTING 5 INCHES AND IS STAMPED BITUMEN NO 1
 LZ1796'1968.
 LZ1796'
 LZ1796'REFERENCE MARK NO. 2 IS 34 FEET SOUTH OF A 12-INCH TRIANGULAR BLAZED
 LZ1796'PINE TREE, 15 FEET WEST OF A 12-INCH TRIANGULAR BLAZED PINE TREE
 LZ1796'AND 6 FEET EAST OF THE APPROXIMATE CENTER OF THE WOODS ROAD.  THE
 LZ1796'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 LZ1796'PROJECTING 6 INCHES AND IS STAMPED BITUMEN NO 2 1968.
 LZ1796'
 LZ1796'THE AZIMUTH MARK IS 60 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 LZ1796'TRACK ROAD, 60 FEET EAST OF A DEEP HOLE THAT HAS BEEN STRIP
 LZ1796'MINED AND 2.3 FEET NORTHWEST OF A METAL WITNESS POST.  THE MARK IS A
 LZ1796'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 LZ1796'PROJECTING 3 INCHES AND IS STAMPED BITUMEN 1968.
 LZ1796'
 LZ1796'HEIGHT OF LIGHT ABOVE STATION MARK 22.07 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JX1841 ***********************************************************************
 JX1841  DESIGNATION -  BLACK
 JX1841  PID         -  JX1841
 JX1841  STATE/COUNTY-  PA/GREENE
 JX1841  USGS QUAD   -  WAYNESBURG (1973)
 JX1841
 JX1841                         *CURRENT SURVEY CONTROL
 JX1841  ___________________________________________________________________
 JX1841* NAD 83(1992)-  39 53 30.14260(N)    080 12 14.26039(W)     ADJUSTED  
 JX1841* NAVD 88     -       417.     (meters)    1368.     (feet)  SCALED    
 JX1841  ___________________________________________________________________
 JX1841  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 JX1841  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JX1841
 JX1841  HORZ ORDER  -  SECOND
 JX1841
 JX1841.The horizontal coordinates were established by classical geodetic methods
 JX1841.and adjusted by the National Geodetic Survey in June 2002..
 JX1841
 JX1841.The orthometric height was scaled from a topographic map.
 JX1841
 JX1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1841
 JX1841.The geoid height was determined by GEOID03.
 JX1841
 JX1841;                    North         East     Units Scale Factor Converg.
 JX1841;SPC PA S     -    64,914.812   390,141.716   MT  1.00000677   -1 35 31.6
 JX1841;SPC PA S     -   212,974.68  1,279,989.95   sFT  1.00000677   -1 35 31.6
 JX1841;UTM  17      - 4,416,041.008   568,057.244   MT  0.99965702   +0 30 38.0
 JX1841
 JX1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1841!SPC PA S     -   0.99993981  x   1.00000677  =   0.99994658
 JX1841!UTM  17      -   0.99993981  x   0.99965702  =   0.99959685
 JX1841
 JX1841:                Primary Azimuth Mark                     Grid Az
 JX1841:SPC PA S     -  WAYNESBURG PRESB CHURCH SPIRE            057 00 01.4
 JX1841:UTM  17      -  WAYNESBURG PRESB CHURCH SPIRE            054 53 51.8
 JX1841
 JX1841|---------------------------------------------------------------------|
 JX1841| PID    Reference Object                     Distance      Geod. Az  |
 JX1841|                                                           dddmmss.s |
 JX1841| JX1842 WAYNESBURG PRESB CHURCH SPIRE       APPROX. 1.5 KM 0552429.8 |
 JX1841| JX1843 WAYNESBURG COLLEGE CUPOLA           APPROX. 1.6 KM 0585250.6 |
 JX1841| JX1839 WAYNESBURG CO COURTHOUSE DOME       APPROX. 1.6 KM 0712710.2 |
 JX1841| CX3251 BLACK RM 1                           17.995 METERS 19720     |
 JX1841| CX3250 BLACK AZ MK                                        2240731.6 |
 JX1841| JX1840 WAYNESBURG MFG HEAT AND LT TK       APPROX. 1.3 KM 2820050.6 |
 JX1841| CX3252 BLACK RM 2                           17.905 METERS 29411     |
 JX1841|---------------------------------------------------------------------|
 JX1841
 JX1841                          SUPERSEDED SURVEY CONTROL
 JX1841
 JX1841  NAD 83(1995)-  39 53 30.14265(N)    080 12 14.26048(W) AD(       ) 2
 JX1841  NAD 83(1986)-  39 53 30.14869(N)    080 12 14.26717(W) AD(       ) 2
 JX1841  NAD 27      -  39 53 29.88480(N)    080 12 15.03560(W) AD(       ) 2
 JX1841
 JX1841.Superseded values are not recommended for survey control.
 JX1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1841.See file dsdata.txt to determine how the superseded data were derived.
 JX1841
 JX1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE6805716041(NAD 83)
 JX1841_MARKER: DS = TRIANGULATION STATION DISK
 JX1841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1841
 JX1841  HISTORY     - Date     Condition        Report By
 JX1841  HISTORY     - 1941     MONUMENTED       CGS
 JX1841  HISTORY     - 1970     GOOD             PADT
 JX1841
 JX1841                          STATION DESCRIPTION
 JX1841
 JX1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1841'THE STATION IS ABOUT 1.0 MILE WSW OF THE CITY OF WAYNESBURG, ON THE
 JX1841'HIGHEST PART OF THE HILL WHERE IT STARTS DROPPING OFF
 JX1841'INTO THE W EDGE OF THE CITY.  IT IS ABOUT 0.4 MILE NE OF MR. BLACKS
 JX1841'HOUSE, AND 7 FEET S OF THE E-W FENCE.  THERE IS A PIPE
 JX1841'LINE (BURIED) RUNNING E AND W OVER THE HILL WHICH IS OWNED BY THE
 JX1841'MANUFACTURERS LIGHT AND HEAT COMPANY.  THE STATION IS ABOUT 15
 JX1841'FEET N OF THE PIPE LINE.  TO THE S THERE IS BRUSH AND TO THE N IS
 JX1841'SCRUB OAK TREES.  THE MARK IS FLUSH WITH THE GROUND AND IS
 JX1841'STAMPED BLACK 1941.
 JX1841'
 JX1841'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JX1841'BRONZE DISKS SET IN CONCRETE.
 JX1841'
 JX1841'REFERENCE MARK NO. 1 IS ABOUT 3 FEET LOWER THAN THE STATION.  THE
 JX1841'MARK PROJECTS TWO INCHES AND IS STAMPED BLACK NO. 1
 JX1841'1941.
 JX1841'
 JX1841'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE STATION.  IT
 JX1841'IS TWO FEET S OF THE E-W FENCE.  THE MARK PROJECTS FIVE
 JX1841'INCHES AND IS STAMPED BLACK NO. 2 1941.
 JX1841'
 JX1841'THE AZIMUTH MARK IS IN AN E-W FENCE ABOUT 0.1 MILE E OF MR. BLACKS
 JX1841'HOUSE AND ON THE S SIDE OF HIS PASTURE.  IT IS ABOUT 75 FEET W
 JX1841'OF A FENCE LEADING S.  THE MARK PROJECTS SIX INCHES AND IS STAMPED
 JX1841'BLACK 1941.
 JX1841'
 JX1841'TO REACH THE STATION FROM THE COURTHOUSE IN WAYNESBURG, DRIVE W ON
 JX1841'STATE HIGHWAY 21 FOR 0.8 MILE TO A T DIRT ROAD LEADING LEFT AT
 JX1841'THE ABANDONED ATLANTIC REFINING COMPANY PLANT.  TURN LEFT ACROSS THE
 JX1841'BRIDGE AND DRIVE ONE MILE TO MR.  BLACKS HOUSE ON THE LEFT.  DRIVE
 JX1841'THROUGH MR. BLACKS YARD AND GO E 0.1 MILE TO THE AZIMUTH MARK IN THE
 JX1841'FENCE ON TOP THE RIDGE.  TURN LEFT AND DRIVE N ALONG THE
 JX1841'RIDGE IN THE PASTURE FOR 0.15 MILE, THEN BEAR NE THROUGH THE
 JX1841'BRUSH ALONG THE TOP OF THE RIDGE FOR 0.15 MILE TO THE STATION AT
 JX1841'THE FENCE CROSSING THE RIDGE.
 JX1841'
 JX1841'ALL STATIONS ARE VISIBLE FROM THE GROUND HERE WITH CONSIDERABLE
 JX1841'CLEARING.  A 50-FOOT TOWER IS NEEDED TO CLEAR THE TREES IN
 JX1841'THE IMMEDIATE VICINITY.
 JX1841
 JX1841                          STATION RECOVERY (1970)
 JX1841
 JX1841'RECOVERY NOTE BY PA DEPT OF TRANSP 1970
 JX1841'BLACK 1941 RECOVERED GOOD.  FOUND AS DESCRIBED.
 JX1841'
 JX1841'BLACK NO. 1 1941 RECOVERED GOOD.  FOUND AS DESCRIBED.
 JX1841'
 JX1841'BLACK NO. 2 1941 RECOVERED GOOD.  FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3051 ***********************************************************************
 KY3051  DESIGNATION -  BLACK
 KY3051  PID         -  KY3051
 KY3051  STATE/COUNTY-  PA/BEAVER
 KY3051  USGS QUAD   -  MIDLAND (1979)
 KY3051
 KY3051                         *CURRENT SURVEY CONTROL
 KY3051  ___________________________________________________________________
 KY3051* NAD 83(1992)-  40 43 24.72110(N)    080 28 53.04377(W)     ADJUSTED  
 KY3051* NAVD 88     -       392.91   (+/-2cm)    1289.1    (feet)  VERTCON   
 KY3051  ___________________________________________________________________
 KY3051  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 KY3051  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 KY3051
 KY3051  HORZ ORDER  -  SECOND
 KY3051  VERT ORDER  -  THIRD ? (See Below)
 KY3051
 KY3051.The horizontal coordinates were established by classical geodetic methods
 KY3051.and adjusted by the National Geodetic Survey in June 2002..
 KY3051
 KY3051.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3051.The vertical order pertains to the NGVD 29 superseded value.
 KY3051
 KY3051.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3051
 KY3051.The geoid height was determined by GEOID03.
 KY3051
 KY3051;                    North         East     Units Scale Factor Converg.
 KY3051;SPC PA S     -   157,931.112   369,279.040   MT  0.99997081   -1 46 19.6
 KY3051;SPC PA S     -   518,145.66  1,211,542.98   sFT  0.99997081   -1 46 19.6
 KY3051;SPC OH N     -   119,334.245   770,520.316   MT  0.99995708   +1 19 34.0
 KY3051;UTM  17      - 4,508,196.726   543,796.790   MT  0.99962361   +0 20 18.0
 KY3051
 KY3051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3051!SPC PA S     -   0.99994375  x   0.99997081  =   0.99991456
 KY3051!SPC OH N     -   0.99994375  x   0.99995708  =   0.99990083
 KY3051!UTM  17      -   0.99994375  x   0.99962361  =   0.99956738
 KY3051
 KY3051|---------------------------------------------------------------------|
 KY3051| PID    Reference Object                     Distance      Geod. Az  |
 KY3051|                                                           dddmmss.s |
 KY3051| CX3254 BLACK RM 1                           21.778 METERS 08818     |
 KY3051| CX3253 BLACK AZ MK                                        1153542.6 |
 KY3051| CX3255 BLACK RM 2                           29.537 METERS 17347     |
 KY3051|---------------------------------------------------------------------|
 KY3051
 KY3051                          SUPERSEDED SURVEY CONTROL
 KY3051
 KY3051  NAD 83(1995)-  40 43 24.72110(N)    080 28 53.04377(W) AD(       ) 2
 KY3051  NAD 83(1986)-  40 43 24.72636(N)    080 28 53.04843(W) AD(       ) 2
 KY3051  NAD 27      -  40 43 24.49500(N)    080 28 53.81000(W) AD(       ) 2
 KY3051  NGVD 29 (07/19/86)  393.03   (m)         1289.5    (f) LEVELING    3  
 KY3051
 KY3051.Superseded values are not recommended for survey control.
 KY3051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3051.See file dsdata.txt to determine how the superseded data were derived.
 KY3051
 KY3051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF4379708197(NAD 83)
 KY3051_MARKER: DS = TRIANGULATION STATION DISK
 KY3051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3051
 KY3051  HISTORY     - Date     Condition        Report By
 KY3051  HISTORY     - 1949     MONUMENTED       CGS
 KY3051  HISTORY     - 1969     MARK NOT FOUND   PADH
 KY3051
 KY3051                          STATION DESCRIPTION
 KY3051
 KY3051'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (PLB)
 KY3051'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF DARLINGTON, 8
 KY3051'MILES SOUTH OF EAST PALESTINE, 1-1/2 MILES NORTHWEST OF BLACKHAWK
 KY3051'ON PROPERTY OWNED BY MR. BENJAMIN CHAFIN.  IT IS ABOUT 160 FEET
 KY3051'NORTH OF A CROSS ROADS, 38 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 KY3051'OF A BARN, 44 FEET WEST OF THE CENTERLINE OF STATE ROUTE NO. 168
 KY3051'AND 21 FEET NORTH OF THE CENTERLINE OF MR. CHAFINS DRIVEWAY.  THE
 KY3051'MARK IS FLUSH WITH THE SURFACE AND IS STAMPED BLACK 1949.
 KY3051'
 KY3051'REFERENCE MARK NO. 1 IS 19-1/2 FEET EAST OF THE CENTERLINE OF
 KY3051'HIGHWAY NO. 168, 21 FEET WEST OF THE MOST WESTERLY CORNER OF A
 KY3051'WHITE BUILDING, 2 FEET SOUTH OF TELEPHONE POLE NO. 116 AND IS
 KY3051'STAMPED BLACK 1949 NO. 1.
 KY3051'
 KY3051'REFERENCE MARK NO. 2 IS 87 FEET NORTHEAST OF THE CENTER OF CROSS
 KY3051'ROAD INTERSECTION, 16 FEET EAST OF THE CENTERLINE OF HIGHWAY NO.
 KY3051'168, 7 FEET SOUTH OF A HIGHWAY MARKER OHIO 168 AND IS STAMPED
 KY3051'BLACK 1949 NO. 2.
 KY3051'
 KY3051'THE AZIMUTH MARK IS A STANDARD DISK SET IN A CONCRETE POST 17 FEET
 KY3051'SOUTH OF THE CENTERLINE OF A GRAVELED ROAD, 8 FEET SOUTH OF THE
 KY3051'NORTH EDGE OF A CULTIVATED FIELD, 3 FEET NORTHWEST OF TELEPHONE
 KY3051'POLE NO. 67 AND IS DIRECTLY UNDER THE TELEPHONE LINE.  IT IS
 KY3051'STAMPED BLACK 1949.
 KY3051'
 KY3051'TO REACH THE STATION FROM THE TRAFFIC SIGNAL IN DARLINGTON, GO
 KY3051'SOUTHWESTERLY ON STATE ROUTE NO. 168 FOR 7.7 MILES TO A CROSS
 KY3051'ROADS AND THE RESIDENCE OF MR. CHAFIN IN THE NORTHWEST ANGLE OF
 KY3051'THE INTERSECTION.  THE STATION IS IN THE REAR OF HIS HOME.
 KY3051'
 KY3051'TO REACH THE AZIMUTH MARK FROM THE CROSS ROAD INTERSECTION TURN
 KY3051'LEFT, GOING 0.4 MILE TO THE MARK ON THE RIGHT.
 KY3051'
 KY3051'A 4X4 INCH WITNESS POST, PAINTED WHITE, IS 12 FEET SOUTH OF THE
 KY3051'STATION MARK.
 KY3051'
 KY3051'A 4X4 INCH WITNESS POST, PAINTED WHITE, IS 2.4 FEET SOUTHEAST OF
 KY3051'AZIMUTH MARK.
 KY3051
 KY3051                          STATION RECOVERY (1969)
 KY3051
 KY3051'RECOVERY NOTE BY PA DEPT OF HIGHWAYS 1969
 KY3051'PERMISSION WAS GIVEN BY THIS OFFICE TO DESTROY REFERENCE MARK NO.
 KY3051'1 BECAUSE OF HIGHWAY IMPROVEMENTS.  THE DISK WAS MAILED TO THIS
 KY3051'OFFICE.
 KY3051'
 KY3051'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1-1/2 MILES
 KY3051'NORTHWEST OF BLACKHAWK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1923 ***********************************************************************
 MB1923  DESIGNATION -  BLACK
 MB1923  PID         -  MB1923
 MB1923  STATE/COUNTY-  PA/MERCER
 MB1923  USGS QUAD   -  MERCER (1990)
 MB1923
 MB1923                         *CURRENT SURVEY CONTROL
 MB1923  ___________________________________________________________________
 MB1923* NAD 83(1992)-  41 10 14.90174(N)    080 09 46.89742(W)     ADJUSTED  
 MB1923* NAVD 88     -       431.     (meters)    1414.     (feet)  SCALED    
 MB1923  ___________________________________________________________________
 MB1923  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 MB1923  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MB1923
 MB1923  HORZ ORDER  -  FIRST
 MB1923
 MB1923.The horizontal coordinates were established by classical geodetic methods
 MB1923.and adjusted by the National Geodetic Survey in June 2002..
 MB1923
 MB1923.The orthometric height was scaled from a topographic map.
 MB1923
 MB1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1923
 MB1923.The geoid height was determined by GEOID03.
 MB1923
 MB1923;                    North         East     Units Scale Factor Converg.
 MB1923;SPC PA N     -   114,333.799   397,537.603   MT  0.99996606   -1 35 46.7
 MB1923;SPC PA N     -   375,110.14  1,304,254.62   sFT  0.99996606   -1 35 46.7
 MB1923;SPC PA S     -   206,800.122   397,521.941   MT  1.00003847   -1 33 56.0
 MB1923;SPC PA S     -   678,476.73  1,304,203.23   sFT  1.00003847   -1 33 56.0
 MB1923;UTM  17      - 4,558,056.029   570,209.013   MT  0.99966067   +0 33 03.6
 MB1923
 MB1923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1923!SPC PA N     -   0.99993770  x   0.99996606  =   0.99990376
 MB1923!SPC PA S     -   0.99993770  x   1.00003847  =   0.99997617
 MB1923!UTM  17      -   0.99993770  x   0.99966067  =   0.99959839
 MB1923
 MB1923|---------------------------------------------------------------------|
 MB1923| PID    Reference Object                     Distance      Geod. Az  |
 MB1923|                                                           dddmmss.s |
 MB1923| CX3248 BLACK RM 1                           33.050 METERS 08751     |
 MB1923| MA2060 PITTSBURGH ERIE AIRWAY BCN 5        APPROX.15.5 KM 1165049.9 |
 MB1923| CX3249 BLACK RM 2                           28.348 METERS 15007     |
 MB1923| MB1920 US STEEL MINE 5 WATER TANK          APPROX. 3.6 KM 1993046.8 |
 MB1923| CX3256 BLACK 2 AZ MK                                      2590536.4 |
 MB1923| CX3247 BLACK AZ MK                                        2711934.3 |
 MB1923| MB1918 MERCER COURTHOUSE DOME              APPROX. 8.9 KM 3142427.3 |
 MB1923| MB1917 MERCER SECOND U P SPIRE             APPROX. 9.1 KM 3151256.9 |
 MB1923| MB1924 BLACK 2                              79.285 METERS 32000     |
 MB1923|---------------------------------------------------------------------|
 MB1923
 MB1923                          SUPERSEDED SURVEY CONTROL
 MB1923
 MB1923  NAD 83(1995)-  41 10 14.90336(N)    080 09 46.89836(W) AD(       ) 1
 MB1923  NAD 83(1986)-  41 10 14.90594(N)    080 09 46.90137(W) AD(       ) 1
 MB1923  NAD 27      -  41 10 14.69100(N)    080 09 47.68400(W) AD(       ) 1
 MB1923
 MB1923.Superseded values are not recommended for survey control.
 MB1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1923.See file dsdata.txt to determine how the superseded data were derived.
 MB1923
 MB1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF7020958056(NAD 83)
 MB1923_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB1923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1923
 MB1923  HISTORY     - Date     Condition        Report By
 MB1923  HISTORY     - 1935     MONUMENTED       CGS
 MB1923  HISTORY     - 1937     SEE DESCRIPTION  PA-085
 MB1923  HISTORY     - 1954     SEE DESCRIPTION  CGS
 MB1923
 MB1923                          STATION DESCRIPTION
 MB1923
 MB1923'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 MB1923'THE STATION IS ABOUT 4-1/2 MILES WEST OF GROVE CITY, 6 MILES
 MB1923'SOUTHEAST OF MERCER, AND 15 MILES NORTHEAST OF NEW CASTLE (ALL
 MB1923'DISTANCES AIRLINE), AND 1.1 MILES BY ROAD EAST BY NORTH OF BLACKTON,
 MB1923'ON TOP OF A HILL IN A PASTURE OWNED BY THE WILLIAMSON BROTHERS,
 MB1923'WHO LIVE AT THE FOOT OF THE HILL.  THE MARK IS ON THE HIGHEST PART OF
 MB1923'THE HILL, NEAR THE SOUTHEAST END OF THE SHORT RIDGE, ABOUT
 MB1923'175 METERS NORTH OF THE WILLIAMSON HOUSE, 10.1 METERS SOUTH-SOUTHWEST
 MB1923'OF A 14-INCH DEAD TREE BEARING A TRIANGULAR BLAZE, AND PROJECTS
 MB1923'ABOUT 6 INCHES ABOVE THE GROUND.
 MB1923'
 MB1923'TO REACH THE STATION FROM GROVE CITY, GO WEST ON THE BLACKTON MACADAM
 MB1923'ROAD 4.3 MILES TO A T-INTERSECTION WITH THE BLACKTON-SLIPPERY
 MB1923'ROCK ROAD.  TURN RIGHT (NORTHWEST) AND GO 0.2 MILE TO A DIRT CROSS
 MB1923'ROAD (0.3 MILE SOUTHEAST OF BLACKTON).  HERE TURN RIGHT
 MB1923'(NORTH), GO 0.4 MILE TO A DIRT T-ROAD EAST, AND GO 0.4 MILE TO THE
 MB1923'WILLIAMSON HOUSE.  THE STATION IS ON THE HILL TO THE NORTH.
 MB1923'
 MB1923'REFERENCE MARK NO. 1 IS 33.049 METERS (108.43 FEET) EAST-SOUTHEAST OF
 MB1923'THE STATION, ON THE EAST SIDE OF A RAIL AND WIRE FENCE THAT RUNS
 MB1923'ALONG A ROW OF TREES.
 MB1923'
 MB1923'REFERENCE MARK NO. 2 IS 28.348 METERS (93.00 FEET) SOUTH-SOUTHEAST OF
 MB1923'THE STATION, AND 105 FEET (SLOPE DISTANCE) SOUTHWEST OF
 MB1923'REFERENCE MARK NO. 1.
 MB1923'
 MB1923'THE AZIMUTH MARK IS 0.6 MILE WEST OF THE STATION (1.5 MILES BY ROAD),
 MB1923'5 METERS EAST-NORTHEAST OF A MACADAM ROAD, IN EDGE OF A CULTIVATED
 MB1923'FIELD, 7 METERS SOUTHEAST OF A FENCE LINE ALONG A LANE, IN RANGE WITH
 MB1923'A ROW OF TELEPHONE POLES AND 30 METERS NORTH-NORTHWEST OF ONE OF
 MB1923'THE POLES.  IT IS VISIBLE FROM THE GROUND AT THE STATION.
 MB1923'
 MB1923'A 77-FOOT TOWER.
 MB1923'
 MB1923'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE AS DESCRIBED IN
 MB1923'NOTES 1A, 7A AND 11A.
 MB1923
 MB1923                          STATION RECOVERY (1937)
 MB1923
 MB1923'RECOVERY NOTE BY MERCER COUNTY PENNSYLVANIA 1937
 MB1923'FROM MERCER ON STATE HIGHWAY 58 A DISTANCE OF 4.5 MILES, THENCE SOUTH
 MB1923'ON ROUTE 43016 ABOUT 1.8 MILES, THENCE LEFT ALONG A GRAVEL
 MB1923'ROAD 0.3 MILE TO HOUSE ON LEFT.  STATION IS ON HIGHEST POINT IN BACK
 MB1923'OF HOUSE.
 MB1923'
 MB1923'STATION FOUND IN GOOD CONDITION.
 MB1923'
 MB1923'ALL REFERENCE MARK RECOVERED.
 MB1923
 MB1923                          STATION RECOVERY (1954)
 MB1923
 MB1923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MB1923'STATION WAS RECOVERED AS DESCRIBED.  STATION AND REFERENCE MARKS 1
 MB1923'AND 2 WERE FOUND IN GOOD CONDITION.  AZIMUTH MARK NOT RECOVERED
 MB1923'AND SHOULD BE CONSIDERED LOST DUE TO STRIP MINING IN THE LOCATION.
 MB1923'DISTANCES AND DIRECTIONS TO ALL MARKS CHECKED.  THIS STATION WAS
 MB1923'DESTROYED AT THE REQUEST OF THE PROPERTY OWNER DUE TO THE
 MB1923'CONSTRUCTION OF A GRAVEL PIT, AND STATION BLACK 2 WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2977 ***********************************************************************
 KW2977  DESIGNATION -  BLACK
 KW2977  PID         -  KW2977
 KW2977  STATE/COUNTY-  PA/LUZERNE
 KW2977  USGS QUAD   -  NUREMBERG (1984)
 KW2977
 KW2977                         *CURRENT SURVEY CONTROL
 KW2977  ___________________________________________________________________
 KW2977* NAD 83(1992)-  40 59 40.99340(N)    076 09 18.26952(W)     ADJUSTED  
 KW2977* NAVD 88     -       282.4    (meters)     927.     (feet)  VERTCON   
 KW2977  ___________________________________________________________________
 KW2977  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 KW2977  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KW2977
 KW2977  HORZ ORDER  -  SECOND
 KW2977
 KW2977.The horizontal coordinates were established by classical geodetic methods
 KW2977.and adjusted by the National Geodetic Survey in June 2002..
 KW2977
 KW2977.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2977
 KW2977.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2977
 KW2977.The geoid height was determined by GEOID03.
 KW2977
 KW2977;                    North         East     Units Scale Factor Converg.
 KW2977;SPC PA N     -    93,194.042   734,190.282   MT  0.99998389   +1 03 18.4
 KW2977;SPC PA N     -   305,754.12  2,408,755.95   sFT  0.99998389   +1 03 18.4
 KW2977;UTM  18      - 4,538,813.425   402,847.753   MT  0.99971617   -0 45 28.0
 KW2977
 KW2977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2977!SPC PA N     -   0.99996081  x   0.99998389  =   0.99994471
 KW2977!UTM  18      -   0.99996081  x   0.99971617  =   0.99967700
 KW2977
 KW2977|---------------------------------------------------------------------|
 KW2977| PID    Reference Object                     Distance      Geod. Az  |
 KW2977|                                                           dddmmss.s |
 KW2977| CB2776 BLACK RM 1                           13.660 METERS 16838     |
 KW2977| CB2777 BLACK RM 2                           13.594 METERS 32650     |
 KW2977| CB2775 BLACK AZ MK                                        3525401.1 |
 KW2977|---------------------------------------------------------------------|
 KW2977
 KW2977                          SUPERSEDED SURVEY CONTROL
 KW2977
 KW2977  NAD 83(1986)-  40 59 40.99206(N)    076 09 18.27195(W) AD(       ) 2
 KW2977  NAD 27      -  40 59 40.69030(N)    076 09 19.51100(W) AD(       ) 2
 KW2977  NGVD 29 (07/19/86)  282.6    (m)          927.     (f) VERT ANG       
 KW2977
 KW2977.Superseded values are not recommended for survey control.
 KW2977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2977.See file dsdata.txt to determine how the superseded data were derived.
 KW2977
 KW2977_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL0284838813(NAD 83)
 KW2977_MARKER: DS = TRIANGULATION STATION DISK
 KW2977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2977
 KW2977  HISTORY     - Date     Condition        Report By
 KW2977  HISTORY     - 1958     MONUMENTED       CGS
 KW2977
 KW2977                          STATION DESCRIPTION
 KW2977
 KW2977'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JMR)
 KW2977'THE STATION IS LOCATED ABOUT 9-1/2 MILES WEST-NORTHWEST OF HAZLETON,
 KW2977'ABOUT 6 MILES SOUTHEAST OF BERWICK, ABOUT 1-1/2 MILES SOUTH OF
 KW2977'THE TOP OF THE RIDGE OF THE NESCOPECK MOUNTAIN.  IT IS IN BLACK CREEK
 KW2977'TOWNSHIP AND ON PROPERTY OWNED BY MR. MARTIN J. KAPES, WHO LIVES ON
 KW2977'THE PROPERTY AND ALONG THE EAST SIDE OF A NORTH AND SOUTH HEDGE ROW
 KW2977'AND JUST NORTH OF A 24-INCH HICKORY TREE WHICH IS ABOUT 30 FEET
 KW2977'HIGHER THAN THE REST OF THE TREES.
 KW2977'
 KW2977'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 KW2977'HIGHWAY 93 IN BERWICK, GO EAST ON STATE HIGHWAY 93 FOR 5.5 MILES TO
 KW2977'THE JUNCTION OF STATE HIGHWAY 29 AND SIGN HAZLETON 13 BERWICK 5 ON
 KW2977'THE LEFT HAND SIDE OF THE JUNCTION AND A SERVICE STATION ON THE
 KW2977'RIGHT HAND SIDE OF THE HIGHWAY.  CONTINUE, EAST, ON STATE HIGHWAY 29
 KW2977'FOR 4.01 MILES TO A CROSSROAD AND SIGN ST JOHNS 5 ON THE LEFT HAND
 KW2977'SIDE OF THE HIGHWAY.  TURN RIGHT AND GO WEST ON ROUTE 40012 FOR 3.52
 KW2977'MILES TO A Y-INTERSECTION.  TAKE THE LEFT FORK AND CONTINUE
 KW2977'SOUTHWEST ON ROUTE 40012 FOR 0.4 MILE TO A T-ROAD
 KW2977'INTERSECTION.  CONTINUE STRAIGHT AHEAD ON ROUTE 40012 FOR 2.07 MILE
 KW2977'TO A CROSSROAD, JUST AFTER CROSSING A LARGE CONCRETE BRIDGE OVER THE
 KW2977'NESCOPECK CREEK.  TURN LEFT AND GO SOUTHEAST ON A GRAVELED ROAD FOR
 KW2977'0.84 MILE TO A DRIVEWAY ON THE LEFT, NORTH, SIDE OF THE ROAD.
 KW2977'TURN LEFT ONTO THE DRIVEWAY, THENCE NORTH ON A TRACK ROAD ALONG THE
 KW2977'EAST SIDE OF A NORTH AND SOUTH FENCE LINE FOR 0.23 MILE, THENCE TURN
 KW2977'RIGHT AND GO EAST ON THE TRACK ROAD FOR 0.05 MILE TO A HEDGE ROW ON
 KW2977'THE LEFT.  TURN LEFT AND GO NORTH ON A TRACK ROAD ALONG THE EAST
 KW2977'SIDE OF A HEDGE ROW FOR 0.05 MILE TO THE STATION AS AS
 KW2977'DESCRIBED.
 KW2977'
 KW2977'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON THE
 KW2977'TRACK ROAD FOR 0.2 MILE TO THE EDGE OF THE TIMBER AND THE MARK AS
 KW2977'DESCRIBED.
 KW2977'
 KW2977'THE STATION MARK, A STANDARD DISK STAMPED BLACK 1958, IS SET IN TOP
 KW2977'OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT
 KW2977'IS SET ALONG THE EAST SIDE OF A HEDGE ROW, 40 FEET NORTH OF A 24-INCH
 KW2977'HICKORY TREE WITH A TRIANGULAR BLAZE, 12 FEET WEST OF THE CENTER
 KW2977'OF A TRACK ROAD AND 4 FEET WEST OF A STANDARD METAL WITNESS POST.
 KW2977'
 KW2977'REFERENCE MARK 1, A STANDARD DISK STAMPED BLACK NO 1 1958, IS SET IN
 KW2977'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 KW2977'OF THE GROUND, IS SET ALONG THE EAST SIDE OF A HEDGE ROW.  IT IS 11
 KW2977'FEET WEST OF THE CENTER OF A TRACK ROAD, 8 FEET SOUTH OF A 24-INCH
 KW2977'HICKORY TREE WITH A TRIANGULAR BLAZE AND IS ABOUT THE SAME ELEVATION
 KW2977'AS THE STATION.
 KW2977'
 KW2977'REFERENCE MARK 2, A STANDARD DISK STAMPED BLACK NO 2 1958, IS SET IN
 KW2977'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 KW2977'OF THE GROUND.  IT IS SET ALONG THE WEST SIDE OF A HEDGE ROW, 23 FEET
 KW2977'WEST OF THE CENTER OF A TRACK ROAD AND IS ABOUT THE SAME
 KW2977'ELEVATION AS THE STATION.
 KW2977'
 KW2977'THE AZIMUTH MARK, A STANDARD DISK STAMPED BLACK 1958, IS SET IN TOP
 KW2977'OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES ABOVE THE
 KW2977'SURFACE OF THE GROUND.  IT IS 14 FEET NORTH OF THE CENTER OF A TRACK
 KW2977'ROAD, 13 FEET SOUTHWEST OF A 24- INCH OAK TREE AND IS SET ALONG THE
 KW2977'SOUTH EDGE OF A TIMBER LINE.
 KW2977'
 KW2977'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1924 ***********************************************************************
 MB1924  DESIGNATION -  BLACK 2
 MB1924  PID         -  MB1924
 MB1924  STATE/COUNTY-  PA/MERCER
 MB1924  USGS QUAD   -  MERCER (1990)
 MB1924
 MB1924                         *CURRENT SURVEY CONTROL
 MB1924  ___________________________________________________________________
 MB1924* NAD 83(1992)-  41 10 16.87058(N)    080 09 49.08362(W)     ADJUSTED  
 MB1924* NAVD 88     -       430.9    (meters)    1414.     (feet)  VERTCON   
 MB1924  ___________________________________________________________________
 MB1924  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 MB1924  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MB1924
 MB1924  HORZ ORDER  -  FIRST
 MB1924
 MB1924.The horizontal coordinates were established by classical geodetic methods
 MB1924.and adjusted by the National Geodetic Survey in June 2002..
 MB1924
 MB1924.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1924
 MB1924.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1924
 MB1924.The geoid height was determined by GEOID03.
 MB1924
 MB1924;                    North         East     Units Scale Factor Converg.
 MB1924;SPC PA N     -   114,395.930   397,488.355   MT  0.99996601   -1 35 48.2
 MB1924;SPC PA N     -   375,313.98  1,304,093.04   sFT  0.99996601   -1 35 48.2
 MB1924;SPC PA S     -   206,862.232   397,472.657   MT  1.00003859   -1 33 57.4
 MB1924;SPC PA S     -   678,680.51  1,304,041.54   sFT  1.00003859   -1 33 57.4
 MB1924;UTM  17      - 4,558,116.253   570,157.488   MT  0.99966058   +0 33 02.2
 MB1924
 MB1924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1924!SPC PA N     -   0.99993770  x   0.99996601  =   0.99990371
 MB1924!SPC PA S     -   0.99993770  x   1.00003859  =   0.99997629
 MB1924!UTM  17      -   0.99993770  x   0.99966058  =   0.99959830
 MB1924
 MB1924|---------------------------------------------------------------------|
 MB1924| PID    Reference Object                     Distance      Geod. Az  |
 MB1924|                                                           dddmmss.s |
 MB1924| MB1923 BLACK                                79.285 METERS 14000     |
 MB1924| MB1912 LONDON ATT MICROWAVE RELAY TWR      APPROX. 6.0 KM 1751144.8 |
 MB1924| MB0460 MCCOMB                              APPROX. 6.1 KM 1762405.5 |
 MB1924| MB1920 US STEEL MINE 5 WATER TANK          APPROX. 3.6 KM 1982528.5 |
 MB1924| CX3259 BLACK 2 RM 1                         10.580 METERS 21732     |
 MB1924| CX3257 BLACK 2 AZ MK RESET                                2394459.2 |
 MB1924| CX3258 BLACK 2 AZ MK RESET 2                              2513045.7 |
 MB1924| CX3256 BLACK 2 AZ MK                                      2522647.2 |
 MB1924| MB1918 MERCER COURTHOUSE DOME              APPROX. 8.8 KM 3142125.2 |
 MB1924| CX3260 BLACK 2 RM 2                         11.704 METERS 33446     |
 MB1924|---------------------------------------------------------------------|
 MB1924
 MB1924                          SUPERSEDED SURVEY CONTROL
 MB1924
 MB1924  NAD 83(1995)-  41 10 16.87225(N)    080 09 49.08462(W) AD(       ) 1
 MB1924  NAD 83(1986)-  41 10 16.87481(N)    080 09 49.08760(W) AD(       ) 1
 MB1924  NAD 27      -  41 10 16.66010(N)    080 09 49.87060(W) AD(       ) 1
 MB1924  NGVD 29 (07/19/86)  431.0    (m)         1414.     (f) VERT ANG       
 MB1924
 MB1924.Superseded values are not recommended for survey control.
 MB1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1924.See file dsdata.txt to determine how the superseded data were derived.
 MB1924
 MB1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF7015758116(NAD 83)
 MB1924_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB1924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1924
 MB1924  HISTORY     - Date     Condition        Report By
 MB1924  HISTORY     - 1954     MONUMENTED       CGS
 MB1924  HISTORY     - 1958     SEE DESCRIPTION  CGS
 MB1924  HISTORY     - 1959     SEE DESCRIPTION  CGS
 MB1924  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MB1924
 MB1924                          STATION DESCRIPTION
 MB1924
 MB1924'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 MB1924'STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF MERCER, 4-1/2 MILES
 MB1924'WEST OF GROVE CITY AND 1 MILE EAST OF BLACKTON ON THE PROPERTY OF
 MB1924'FRANK WILLIAMSON.  IT IS 250 FEET WEST OF A FENCE LINE, 115 FEET EAST
 MB1924'OF A FENCE LINE IN THE EDGE OF A WOODS AND 21 FEET EAST OF A
 MB1924'FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BLACK 2 1954.
 MB1924'
 MB1924'REFERENCE MARK NO. 1 IS 95 FEET EAST OF THE FENCE LINE IN THE EDGE OF
 MB1924'WOODS AND IS LOCATED IN A FENCE LINE.  THE MARK IS FLUSH AND THE DISK
 MB1924'IS STAMPED BLACK 2 NO 1 1954.
 MB1924'
 MB1924'REFERENCE MARK NO. 2 IS 95 FEET EAST OF THE FENCE LINE NEAR THE WOODS
 MB1924'AND IS LOCATED IN A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 MB1924'STAMPED BLACK 2 NO 2 1954.
 MB1924'
 MB1924'AZIMUTH MARK IS 17 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 5 FEET
 MB1924'NORTH OF A TELEPHONE POLE AND 1 FOOT EAST OF A FENCE LINE.  THE MARK
 MB1924'PROJECTS 5 INCHES AND THE DISK IS STAMPED BLACK 2 1954.
 MB1924'
 MB1924'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 58 AND 78
 MB1924'WITH STATE HIGHWAY 208 IN THE WEST SECTION OF GROVE CITY GO WEST ON
 MB1924'HIGHWAY 208 FOR 2.3 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 MB1924'NORTHWEST ON PAVED ROAD FOR 2.3 MILES TO THE JUNCTION OF STATE
 MB1924'HIGHWAY 258.  TURN RIGHT AND GO NORTH ON HIGHWAY 258 FOR 0.6 MILE TO
 MB1924'A SIDE ROAD RIGHT IN BLACKTON, TURN RIGHT AND GO EAST ON GRAVEL
 MB1924'ROAD FOR 0.15 MILE TO A T ROAD, TURN LEFT AND GO NORTH ON GRAVEL ROAD
 MB1924'FOR 0.1 MILE TO A SIDE ROAD RIGHT*.  TURN RIGHT AND GO EAST FOR 0.45
 MB1924'MILE TO A SIDE ROAD LEFT TO A GRAVEL PIT AND MR.
 MB1924'WILLIAMSONS HOUSE ON THE RIGHT.  TURN LEFT AND GO NORTHWEST FOR 0.15
 MB1924'MILE TO THE GRAVEL PIT AND THE STATION ON THE NORTHWEST END OF
 MB1924'THE RIDGE AS DESCRIBED.
 MB1924'
 MB1924'TO REACH THE AZIMUTH MARK FROM THIS * POINT CONTINUE NORTH ON GRAVEL
 MB1924'ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 MB1924'
 MB1924'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 MB1924
 MB1924                          STATION RECOVERY (1958)
 MB1924
 MB1924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JEG)
 MB1924'THE STATION MARK, REFERENCE MARK NO 2 WERE RECOVERED AS DESCRIBED AND
 MB1924'FOUND IN GOOD CONDITION.  REFERENCE MARK NO 1 WAS FOUND LOOSE AND
 MB1924'WAS REINFORCED WITH CONCRETE AT THIS DATE.  THE 1954 AZIMUTH MARK WAS
 MB1924'DESTROYED AND A NEW MARK WAS ESTABLISHED AT THIS DATE.  A
 MB1924'SHORTER MEASUREMENT TO RM NO 2 NOTED AND A DIFFERENCE IN THE
 MB1924'DIRECTION WAS NOTED.  A COMPLETE DESCRIPTION FOLLOWS-
 MB1924'
 MB1924'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF MERCER, 4-1/2 MILES
 MB1924'WEST OF GROVE CITY AND 1 MILE EAST OF BLACKTOWN AND IS ON PROPERTY
 MB1924'OWNED BY MR. FRANK WILLIAMSON.  IT IS 250 FEET WEST OF A FENCELINE
 MB1924'AND THE EDGE OF A TIMBERLINE AND 115 FEET EAST OF A FENCE LINE AND
 MB1924'THE EDGE OF A TIMBERLINE.
 MB1924'
 MB1924'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 58, 78 AND
 MB1924'STATE HIGHWAY 208 IN GROVE CITY, GO WEST ON STATE HIGHWAY 208 FOR
 MB1924'1.9 MILES TO A CROSSROAD.  CONTINUE WEST ON STATE HIGHWAY 208 FOR
 MB1924'0.03 MILE TO A Y-INTERSECTION.  TAKE THE RIGHT FORK, A BLACKTOP
 MB1924'ROAD, AND GO NORTHWEST FOR 2.32 MILES TO THE JUNCTION OF STATE
 MB1924'HIGHWAY 258. TURN RIGHT AND GO NORTH-NORTHWEST ON STATE HIGHWAY 258
 MB1924'FOR 0.54 MILE TO A GRAVELED ROAD ON THE RIGHT, EAST, SIDE OF THE
 MB1924'HIGHWAY IN THE VILLAGE OF BLACKTOWN.  TURN RIGHT AND GO EAST ON
 MB1924'THE GRAVELED ROAD FOR 0.17 MILE TO A T-INTERSECTION, A GRAVELED ROAD.
 MB1924'TURN LEFT AND GO NORTH FOR 0.13 MILE TO A SIDE ROAD AND THE AZIMUTH
 MB1924'MARK ON THE RIGHT, EAST, SIDE OF THE ROAD.  TURN RIGHT, EAST, AND
 MB1924'GO 0.42 MILE TO A TRACK ROAD ON THE LEFT, JUST BEFORE REACHING A
 MB1924'GARAGE ON THE LEFT.  TURN LEFT, NORTH, ON THE TRACK ROAD AND GO 0.15
 MB1924'MILE TO AN OLD GRAVEL PIT.  CROSS THE WEST EDGE OF THE GRAVEL PIT AND
 MB1924'CONTINUE NORTH FOR 0.06 MILE TO THE TOP OF A SMALL HILL AND THE
 MB1924'STATION AS DESCRIBED.
 MB1924'
 MB1924'THE STATION MARK, A STANDARD DISK STAMPED BLACK 2 1954, IS SET IN THE
 MB1924'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES ABOVE THE
 MB1924'SURFACE OF THE GROUND, AS DESCRIBED IN NOTES 1A AND 7A.
 MB1924'
 MB1924'REFERENCE MARK NO 1, A STANDARD DISK STAMPED BLACK 2 NO 1 1954, IS
 MB1924'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 MB1924'SURFACE OF THE GROUND.  IT IS SET IN AN OLD FENCELINE, AS DESCRIBED
 MB1924'IN NOTE 11A.
 MB1924'
 MB1924'REFERENCE MARK NO 2, A STANDARD DISK STAMPED BLACK 2 NO 2 1954, IS
 MB1924'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 MB1924'SURFACE OF THE GROUND, AS DESCRIBED IN NOTE 11A.
 MB1924'
 MB1924'THE AZIMUTH MARK, A STANDARD DISK STAMPED BLACK 2 RESET 1958, IS SET
 MB1924'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES
 MB1924'ABOVE THE SURFACE OF THE GROUND, AS DESCRIBED IN NOTE 16A.  IT IS 27
 MB1924'FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF THE GRAVELED
 MB1924'ROADS, 18 FEET NORTHEAST OF A FENCE CORNER AND 1-1/2 FEET EAST OF
 MB1924'POWERLINE POLE NO. VO 8 25 AND 1-1/2 FEET WEST OF A STANDARD METAL
 MB1924'WITNESS POST.
 MB1924
 MB1924                          STATION RECOVERY (1959)
 MB1924
 MB1924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCC)
 MB1924'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 MB1924'CONDITION.  AZIMUTH MARK IS TO BE DESTROYED BY WIDENING OF THE ROAD.
 MB1924'A NEW AZIMUTH MARK WAS SET AND A COMPLETE DESCRIPTION TO AZIMUTH MARK
 MB1924'FOLLOWS.
 MB1924'
 MB1924'TO REACH AZIMUTH MARK FROM STATION, GO SOUTH ON DIM TRACK ROAD FOR
 MB1924'0.21 MILE TO A T-ROAD.  TURN RIGHT AND GO SOUTH- SOUTHWEST ON
 MB1924'GRAVELED ROAD FOR 0.42 MILE TO A T-ROAD.  TURN LEFT AND GO SOUTH ON
 MB1924'GRAVELED ROAD FOR 0.13 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 MB1924'GO WEST ON GRAVELED ROAD FOR 0.17 MILE TO THE JUNCTION OF STATE
 MB1924'HIGHWAY 258 IN THE VILLAGE OF BLACKTOWN.  TURN RIGHT ON STATE
 MB1924'HIGHWAY 258 AND GO NORTHWEST FOR 0.15 MILE TO AZIMUTH MARK ON RIGHT
 MB1924'AS DESCRIBED IN NOTE 16A.
 MB1924'
 MB1924'THE AZIMUTH MARK, A STANDARD DISK STAMPED BLACK 2 1954 RESET 1959, IS
 MB1924'SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 MB1924'SURFACE OF THE GROUND.  IT IS 1.6 FEET NORTH OF A STANDARD METAL
 MB1924'WITNESS POST AND MARKER, 18 FEET NORTHEAST OF THE CENTER OF
 MB1924'STATE HIGHWAY 258 AND 179 FEET SOUTHEAST OF A PRIVATE LANE.
 MB1924
 MB1924                          STATION RECOVERY (1963)
 MB1924
 MB1924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AGB)
 MB1924'SEARCH OF AREA WITH PROPERTY OWNER, LEADS WRITER TO BELIEVE ALL
 MB1924'STATION MARKS WERE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0188 ***********************************************************************
 KX0188  DESIGNATION -  BLACK OAK
 KX0188  PID         -  KX0188
 KX0188  STATE/COUNTY-  PA/CLEARFIELD
 KX0188  USGS QUAD   -  PHILIPSBURG (1994)
 KX0188
 KX0188                         *CURRENT SURVEY CONTROL
 KX0188  ___________________________________________________________________
 KX0188* NAD 83(1992)-  40 59 54.96878(N)    078 14 05.04263(W)     ADJUSTED  
 KX0188* NAVD 88     -       532.062  (meters)    1745.61   (feet)  ADJUSTED  
 KX0188  ___________________________________________________________________
 KX0188  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 KX0188  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KX0188  DYNAMIC HT  -         531.799 (meters)    1744.74  (feet)  COMP
 KX0188  MODELED GRAV-     980,112.8   (mgal)                       NAVD 88
 KX0188
 KX0188  HORZ ORDER  -  SECOND
 KX0188  VERT ORDER  -  SECOND    CLASS 0
 KX0188
 KX0188.The horizontal coordinates were established by classical geodetic methods
 KX0188.and adjusted by the National Geodetic Survey in June 2002..
 KX0188
 KX0188.The orthometric height was determined by differential leveling
 KX0188.and adjusted by the National Geodetic Survey in June 1991..
 KX0188
 KX0188.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX0188
 KX0188.The geoid height was determined by GEOID03.
 KX0188
 KX0188.The dynamic height is computed by dividing the NAVD 88
 KX0188.geopotential number by the normal gravity value computed on the
 KX0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0188.degrees latitude (g = 980.6199 gals.).
 KX0188
 KX0188.The modeled gravity was interpolated from observed gravity values.
 KX0188
 KX0188;                    North         East     Units Scale Factor Converg.
 KX0188;SPC PA N     -    92,503.682   559,216.838   MT  0.99998340   -0 19 14.4
 KX0188;SPC PA N     -   303,489.16  1,834,697.24   sFT  0.99998340   -0 19 14.4
 KX0188;UTM  17      - 4,542,285.502   732,580.751   MT  1.00026583   +1 48 53.8
 KX0188
 KX0188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX0188!SPC PA N     -   0.99992167  x   0.99998340  =   0.99990507
 KX0188!UTM  17      -   0.99992167  x   1.00026583  =   1.00018747
 KX0188
 KX0188:                Primary Azimuth Mark                     Grid Az
 KX0188:SPC PA N     -  BLACK OAK AZ MK                          168 14 26.2
 KX0188:UTM  17      -  BLACK OAK AZ MK                          166 06 18.0
 KX0188
 KX0188|---------------------------------------------------------------------|
 KX0188| PID    Reference Object                     Distance      Geod. Az  |
 KX0188|                                                           dddmmss.s |
 KX0188| KX0189 BLACK OAK AZ MK                                    1675511.8 |
 KX0188| KX0186 BLACK OAK RM 1                       17.022 METERS 20249     |
 KX0188| CK6674 BLACK OAK RM 2                       17.822 METERS 30256     |
 KX0188|---------------------------------------------------------------------|
 KX0188
 KX0188                          SUPERSEDED SURVEY CONTROL
 KX0188
 KX0188  NAD 83(1986)-  40 59 54.96873(N)    078 14 05.04663(W) AD(       ) 2
 KX0188  NAD 27      -  40 59 54.76480(N)    078 14 05.99840(W) AD(       ) 2
 KX0188  NGVD 29 (??/??/92)  532.215  (m)         1746.11   (f) ADJ UNCH    2 0
 KX0188
 KX0188.Superseded values are not recommended for survey control.
 KX0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0188.See file dsdata.txt to determine how the superseded data were derived.
 KX0188
 KX0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF3258142286(NAD 83)
 KX0188_MARKER: DB = BENCH MARK DISK
 KX0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0188_STAMPING: BLACK OAK 1959
 KX0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0188+STABILITY: SURFACE MOTION
 KX0188
 KX0188  HISTORY     - Date     Condition        Report By
 KX0188  HISTORY     - 1959     MONUMENTED       CGS
 KX0188  HISTORY     - 1959     GOOD             CGS
 KX0188  HISTORY     - 1962     GOOD             AEROS
 KX0188
 KX0188                          STATION DESCRIPTION
 KX0188
 KX0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 KX0188'STATION IS LOCATED ON THE GROUNDS OF A RURAL SCHOOL, IN A GRASS
 KX0188'COVERED AREA WHICH IS ENCIRCLED BY A GRAVELED DRIVEWAY,
 KX0188'ABOUT 93 FEET WEST OF THE NORTHWEST CORNER OF THE SCHOOL BUILDING, 4
 KX0188'1/2 MILES EAST-NORTHEAST OF BIGLER, 2-3/4 MILES WEST-NORTHWEST
 KX0188'OF KYLERTOWN AND ABOUT 11 MILES EAST OF CLEARFIELD.
 KX0188'
 KX0188'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 322 AND STATE
 KX0188'HIGHWAYS 153 AND 970 WHICH IS ABOUT 0.35 MILE EAST OF BIGLER AND
 KX0188'ABOUT 9 MILES SOUTHEAST OF CLEARFIELD.  GO EAST ON HIGHWAY 153 FOR
 KX0188'3.75 MILES TO A CROSSROAD AND SIGN FRENCHVILLE 9 IN THE
 KX0188'SOUTHEAST ANGLE.  TURN LEFT AND GO NORTH, ON A MACADAM ROAD, TOWARD
 KX0188'FRENCHVILLE FOR 0.69 MILE, AZIMUTH MARK ON THE LEFT, WEST SIDE
 KX0188'OF THE ROAD, CONTINUE NORTH, ON THE MACADAM ROAD FOR 0.53 MILE, RURAL
 KX0188'SCHOOL AND SCHOOL DRIVEWAY ON THE LEFT, WEST SIDE OF THE ROAD.
 KX0188'TURN LEFT AND FOLLOW THE DRIVEWAY, KEEPING ON THE NORTH SIDE OF
 KX0188'THE SCHOOL BUILDING FOR ABOUT 290 FEET AND STATION.
 KX0188'
 KX0188'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF SQUARE CONCRETE
 KX0188'MONUMENTS WHICH ARE FLUSH WITH THE GROUND SURFACE.
 KX0188'
 KX0188'STATION MARK IS STAMPED BLACK OAK 1959.  IT IS ABOUT 292 FEET WEST OF
 KX0188'THE CENTER OF A MACADAM ROAD, 93 FEET WEST OF THE NORTHWEST
 KX0188'CORNER OF THE RURAL SCHOOL BUILDING AND ABOUT 49 FEET SOUTH OF THE
 KX0188'SOUTH EDGE OF A CULTIVATED FIELD.
 KX0188'
 KX0188'REFERENCE MARK 1 IS STAMPED BLACK OAK NO 1 1959.  IT IS ABOUT 18 FEET
 KX0188'SOUTH OF THE GRAVELED DRIVEWAY, 134 FEET SOUTHWEST OF THE
 KX0188'NORTHWEST CORNER OF THE SCHOOL BUILDING AND ABOUT 69 FEET SOUTHEAST
 KX0188'OF A POWERLINE POLE.
 KX0188'
 KX0188'REFERENCE MARK 2 IS STAMPED BLACK OAK NO 2 1959.  IT IS ABOUT 18 FEET
 KX0188'NORTHWEST OF THE GRAVELED DRIVEWAY, 12 FEET SOUTH OF THE SOUTH
 KX0188'EDGE OF THE CULTIVATED FIELD, 79 FEET NORTHEAST OF THE POWERLINE
 KX0188'POLE, 141 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE
 KX0188'SCHOOL BUILDING AND ABOUT 306 FEET WEST OF THE CENTER OF THE MACADAM
 KX0188'ROAD.
 KX0188'
 KX0188'AZIMUTH MARK IS STAMPED BLACK OAK 1959.  IT IS ABOUT 19 FEET WEST OF
 KX0188'THE CENTER OF THE MACADAM ROAD, 2 FEET NORTH OF POWERLINE POLE
 KX0188'NUMBER 725 AND 2.1 FEET WEST OF A STANDARD METAL WITNESS POST AND
 KX0188'MARKER.
 KX0188'
 KX0188'HEIGHT OF LIGHT ABOVE STATION MARK 13 METERS.
 KX0188
 KX0188                          STATION RECOVERY (1959)
 KX0188
 KX0188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KX0188'5 MI W FROM KYLERTOWN.
 KX0188'3.9 MILE WEST ALONG STATE HY. 153 FROM KYLERTOWN THENCE 1.1
 KX0188'MILE WEST ON BLACKTOP ROAD TO BLACK OAK SCHOOL, SET IN YARD ON
 KX0188'THE WEST SIDE OF THE SCHOOL HOUSE.
 KX0188
 KX0188                          STATION RECOVERY (1962)
 KX0188
 KX0188'RECOVERY NOTE BY AERO SERVICE CORPORATION 1962
 KX0188'STATION WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0187 ***********************************************************************
 KX0187  DESIGNATION -  BLACK OAK 2
 KX0187  PID         -  KX0187
 KX0187  STATE/COUNTY-  PA/CLEARFIELD
 KX0187  USGS QUAD   -  PHILIPSBURG (1994)
 KX0187
 KX0187                         *CURRENT SURVEY CONTROL
 KX0187  ___________________________________________________________________
 KX0187* NAD 83(1986)-  40 59 55.     (N)    078 14 02.     (W)     SCALED    
 KX0187* NAVD 88     -       532.657  (meters)    1747.56   (feet)  ADJUSTED  
 KX0187  ___________________________________________________________________
 KX0187  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KX0187  DYNAMIC HT  -         532.394 (meters)    1746.70  (feet)  COMP
 KX0187  MODELED GRAV-     980,112.9   (mgal)                       NAVD 88
 KX0187
 KX0187  VERT ORDER  -  SECOND    CLASS 0
 KX0187
 KX0187.The horizontal coordinates were scaled from a topographic map and have
 KX0187.an estimated accuracy of +/- 6 seconds.
 KX0187
 KX0187.The orthometric height was determined by differential leveling
 KX0187.and adjusted by the National Geodetic Survey in June 1991..
 KX0187
 KX0187.The geoid height was determined by GEOID03.
 KX0187
 KX0187.The dynamic height is computed by dividing the NAVD 88
 KX0187.geopotential number by the normal gravity value computed on the
 KX0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0187.degrees latitude (g = 980.6199 gals.).
 KX0187
 KX0187.The modeled gravity was interpolated from observed gravity values.
 KX0187
 KX0187;                    North         East    Units  Estimated Accuracy
 KX0187;SPC PA N     -    92,500.      559,290.      MT  (+/- 180 meters Scaled)
 KX0187
 KX0187                          SUPERSEDED SURVEY CONTROL
 KX0187
 KX0187  NGVD 29 (??/??/92)  532.81   (m)         1748.1    (f) COMPUTED    2 0
 KX0187
 KX0187.Superseded values are not recommended for survey control.
 KX0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0187.See file dsdata.txt to determine how the superseded data were derived.
 KX0187
 KX0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF326422(NAD 83)
 KX0187_MARKER: DB = BENCH MARK DISK
 KX0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0187_STAMPING: BLACK OAK NO 2 1959
 KX0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0187+STABILITY: SURFACE MOTION
 KX0187
 KX0187  HISTORY     - Date     Condition        Report By
 KX0187  HISTORY     - 1959     MONUMENTED       CGS
 KX0187
 KX0187                          STATION DESCRIPTION
 KX0187
 KX0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KX0187'5 MI W FROM KYLERTOWN.
 KX0187'3.9 MILE WEST ALONG STATE HY. 153 FROM KYLERTOWN THENCE 1.1
 KX0187'MILE WEST ON BLACKTOP ROAD TO BLACK OAK SCHOOL, SET IN YARD ON
 KX0187'THE WEST SIDE OF THE SCHOOL HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0189 ***********************************************************************
 KX0189  DESIGNATION -  BLACK OAK AZ MK
 KX0189  PID         -  KX0189
 KX0189  STATE/COUNTY-  PA/CLEARFIELD
 KX0189  USGS QUAD   -  PHILIPSBURG (1994)
 KX0189
 KX0189                         *CURRENT SURVEY CONTROL
 KX0189  ___________________________________________________________________
 KX0189* NAD 83(1986)-  40 59 28.     (N)    078 14 02.     (W)     SCALED    
 KX0189* NAVD 88     -       528.916  (meters)    1735.29   (feet)  ADJUSTED  
 KX0189  ___________________________________________________________________
 KX0189  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KX0189  DYNAMIC HT  -         528.654 (meters)    1734.43  (feet)  COMP
 KX0189  MODELED GRAV-     980,112.0   (mgal)                       NAVD 88
 KX0189
 KX0189  VERT ORDER  -  SECOND    CLASS 0
 KX0189
 KX0189.The horizontal coordinates were scaled from a topographic map and have
 KX0189.an estimated accuracy of +/- 6 seconds.
 KX0189
 KX0189.The orthometric height was determined by differential leveling
 KX0189.and adjusted by the National Geodetic Survey in June 1991..
 KX0189
 KX0189.The geoid height was determined by GEOID03.
 KX0189
 KX0189.The dynamic height is computed by dividing the NAVD 88
 KX0189.geopotential number by the normal gravity value computed on the
 KX0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0189.degrees latitude (g = 980.6199 gals.).
 KX0189
 KX0189.The modeled gravity was interpolated from observed gravity values.
 KX0189
 KX0189;                    North         East    Units  Estimated Accuracy
 KX0189;SPC PA N     -    91,670.      559,280.      MT  (+/- 180 meters Scaled)
 KX0189
 KX0189                          SUPERSEDED SURVEY CONTROL
 KX0189
 KX0189  NGVD 29 (??/??/92)  529.069  (m)         1735.79   (f) ADJ UNCH    2 0
 KX0189
 KX0189.Superseded values are not recommended for survey control.
 KX0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0189.See file dsdata.txt to determine how the superseded data were derived.
 KX0189
 KX0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF326414(NAD 83)
 KX0189_MARKER: DB = BENCH MARK DISK
 KX0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0189_STAMPING: BLACK OAK AZI 1959
 KX0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0189+STABILITY: SURFACE MOTION
 KX0189
 KX0189  HISTORY     - Date     Condition        Report By
 KX0189  HISTORY     - 1959     MONUMENTED       CGS
 KX0189
 KX0189                          STATION DESCRIPTION
 KX0189
 KX0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KX0189'4.5 MI W FROM KYLERTOWN.
 KX0189'3.9 MILE WEST ALONG STATE HY. 153 FROM KYLERTOWN THENCE 0.6
 KX0189'MILE NORTH ON BLACKTOP ROAD TO THE BLACK OAK SCHOOL, 18 1/2
 KX0189'FEET WEST OF THE CENTERLINE OF THE BLACKTOP ROAD, 2 3/4 FEET
 KX0189'NORTH OF TELEPHONE POLE NO. 11, 2 1/2 FEET WEST-NORTH WEST OF A
 KX0189'STEEL WITNESS POST, 3 FEET ABOVE THE ROAD, PROJECTING ABOUT 2
 KX0189'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0186 ***********************************************************************
 KX0186  DESIGNATION -  BLACK OAK RM 1
 KX0186  PID         -  KX0186
 KX0186  STATE/COUNTY-  PA/CLEARFIELD
 KX0186  USGS QUAD   -  PHILIPSBURG (1994)
 KX0186
 KX0186                         *CURRENT SURVEY CONTROL
 KX0186  ___________________________________________________________________
 KX0186* NAD 83(1986)-  40 59 54.     (N)    078 14 04.     (W)     SCALED    
 KX0186* NAVD 88     -       531.690  (meters)    1744.39   (feet)  ADJUSTED  
 KX0186  ___________________________________________________________________
 KX0186  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 KX0186  DYNAMIC HT  -         531.427 (meters)    1743.52  (feet)  COMP
 KX0186  MODELED GRAV-     980,112.8   (mgal)                       NAVD 88
 KX0186
 KX0186  VERT ORDER  -  SECOND    CLASS 0
 KX0186
 KX0186.The horizontal coordinates were scaled from a topographic map and have
 KX0186.an estimated accuracy of +/- 6 seconds.
 KX0186
 KX0186.The orthometric height was determined by differential leveling
 KX0186.and adjusted by the National Geodetic Survey in June 1991..
 KX0186
 KX0186.The geoid height was determined by GEOID03.
 KX0186
 KX0186.The dynamic height is computed by dividing the NAVD 88
 KX0186.geopotential number by the normal gravity value computed on the
 KX0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0186.degrees latitude (g = 980.6199 gals.).
 KX0186
 KX0186.The modeled gravity was interpolated from observed gravity values.
 KX0186
 KX0186;                    North         East    Units  Estimated Accuracy
 KX0186;SPC PA N     -    92,470.      559,240.      MT  (+/- 180 meters Scaled)
 KX0186
 KX0186                          SUPERSEDED SURVEY CONTROL
 KX0186
 KX0186  NGVD 29 (??/??/92)  531.843  (m)         1744.89   (f) ADJ UNCH    2 0
 KX0186
 KX0186.Superseded values are not recommended for survey control.
 KX0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0186.See file dsdata.txt to determine how the superseded data were derived.
 KX0186
 KX0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF326422(NAD 83)
 KX0186_MARKER: DB = BENCH MARK DISK
 KX0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0186_STAMPING: BLACK OAK NO 1 1959
 KX0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0186+STABILITY: SURFACE MOTION
 KX0186
 KX0186  HISTORY     - Date     Condition        Report By
 KX0186  HISTORY     - 1959     MONUMENTED       CGS
 KX0186
 KX0186                          STATION DESCRIPTION
 KX0186
 KX0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KX0186'5 MI W FROM KYLERTOWN.
 KX0186'3.9 MILE WEST ALONG STATE HY. 153 FROM KYLERTOWN THENCE 1.1
 KX0186'MILE WEST ON BLACKTOP ROAD TO BLACK OAK SCHOOL, SET IN YARD ON
 KX0186'THE WEST SIDE OF THE SCHOOL HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3053 ***********************************************************************
 KY3053  DESIGNATION -  BLACKHAWK MUN STANDPIPE
 KY3053  PID         -  KY3053
 KY3053  STATE/COUNTY-  PA/BEAVER
 KY3053  USGS QUAD   -  MIDLAND (1979)
 KY3053
 KY3053                         *CURRENT SURVEY CONTROL
 KY3053  ___________________________________________________________________
 KY3053* NAD 83(1992)-  40 42 15.78537(N)    080 24 09.52763(W)     ADJUSTED  
 KY3053* NAVD 88     -                                                        
 KY3053  ___________________________________________________________________
 KY3053  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 KY3053  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 KY3053
 KY3053  HORZ ORDER  -  THIRD
 KY3053
 KY3053.The horizontal coordinates were established by classical geodetic methods
 KY3053.and adjusted by the National Geodetic Survey in June 2002..
 KY3053.No horizontal observational check was made to the station.
 KY3053
 KY3053
 KY3053.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3053
 KY3053.The geoid height was determined by GEOID03.
 KY3053
 KY3053;                    North         East     Units Scale Factor Converg.
 KY3053;SPC PA S     -   155,602.902   375,865.525   MT  0.99996928   -1 43 15.7
 KY3053;SPC PA S     -   510,507.19  1,233,152.14   sFT  0.99996928   -1 43 15.7
 KY3053;UTM  17      - 4,506,113.373   550,462.264   MT  0.99963134   +0 23 22.5
 KY3053
 KY3053                          SUPERSEDED SURVEY CONTROL
 KY3053
 KY3053  NAD 83(1995)-  40 42 15.78603(N)    080 24 09.52776(W) AD(       ) 4
 KY3053  NAD 83(1986)-  40 42 15.79090(N)    080 24 09.53563(W) AD(       ) 4
 KY3053  NAD 27      -  40 42 15.55100(N)    080 24 10.29900(W) AD(       ) 3
 KY3053
 KY3053.Superseded values are not recommended for survey control.
 KY3053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3053.See file dsdata.txt to determine how the superseded data were derived.
 KY3053
 KY3053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF5046206113(NAD 83)
 KY3053_MARKER: 52 = STANDPIPE TANK
 KY3053
 KY3053  HISTORY     - Date     Condition        Report By
 KY3053  HISTORY     - 1957     FIRST OBSERVED   CGS
 KY3053
 KY3053                          STATION DESCRIPTION
 KY3053
 KY3053'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3045 ***********************************************************************
 KW3045  DESIGNATION -  BLACKOAK
 KW3045  PID         -  KW3045
 KW3045  STATE/COUNTY-  PA/LANCASTER
 KW3045  USGS QUAD   -  RICHLAND (1984)
 KW3045
 KW3045                         *CURRENT SURVEY CONTROL
 KW3045  ___________________________________________________________________
 KW3045* NAD 83(1992)-  40 15 39.28213(N)    076 15 58.95624(W)     ADJUSTED  
 KW3045* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 KW3045  ___________________________________________________________________
 KW3045  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 KW3045  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 KW3045
 KW3045  HORZ ORDER  -  SECOND
 KW3045
 KW3045.The horizontal coordinates were established by classical geodetic methods
 KW3045.and adjusted by the National Geodetic Survey in June 2002..
 KW3045
 KW3045.The orthometric height was scaled from a topographic map.
 KW3045
 KW3045.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3045
 KW3045.The geoid height was determined by GEOID03.
 KW3045
 KW3045;                    North         East     Units Scale Factor Converg.
 KW3045;SPC PA S     -   104,053.391   726,198.444   MT  0.99996496   +0 57 45.2
 KW3045;SPC PA S     -   341,381.83  2,382,536.06   sFT  0.99996496   +0 57 45.2
 KW3045;UTM  18      - 4,457,485.692   392,313.544   MT  0.99974275   -0 49 06.6
 KW3045
 KW3045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3045!SPC PA S     -   0.99995623  x   0.99996496  =   0.99992119
 KW3045!UTM  18      -   0.99995623  x   0.99974275  =   0.99969899
 KW3045
 KW3045|---------------------------------------------------------------------|
 KW3045| PID    Reference Object                     Distance      Geod. Az  |
 KW3045|                                                           dddmmss.s |
 KW3045| CB2778 BLACKOAK RM 1                        25.315 METERS 19642     |
 KW3045| KW3025 CORNWALL                            APPROX. 9.2 KM 2561927.6 |
 KW3045|---------------------------------------------------------------------|
 KW3045
 KW3045                          SUPERSEDED SURVEY CONTROL
 KW3045
 KW3045  NAD 83(1986)-  40 15 39.27399(N)    076 15 58.96057(W) AD(       ) 2
 KW3045  NAD 27      -  40 15 38.94310(N)    076 16 00.13230(W) AD(       ) 2
 KW3045
 KW3045.Superseded values are not recommended for survey control.
 KW3045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3045.See file dsdata.txt to determine how the superseded data were derived.
 KW3045
 KW3045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK9231457486(NAD 83)
 KW3045_MARKER: DS = TRIANGULATION STATION DISK
 KW3045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3045_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW3045+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2005
 KW3045
 KW3045  HISTORY     - Date     Condition        Report By
 KW3045  HISTORY     - 1942     MONUMENTED       CGS
 KW3045  HISTORY     - 1957     GOOD             CGS
 KW3045  HISTORY     - 20050416 GOOD             GEOCAC
 KW3045
 KW3045                          STATION DESCRIPTION
 KW3045
 KW3045'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW3045'THE STATION IS ABOUT 3 MILES SE OF SCHAEFFERSTOWN, ABOUT 7-1/2 MILES
 KW3045'E OF CORNWALL ON A RIDGE KNOWN AS BLACKOAK RIDGE WHICH IS
 KW3045'TIMBERED. THIS IS STATE LAND. THE MARK IS A STANDARD DISK SET IN
 KW3045'SQUARE CONCRETE MONUMENT WHICH PROJECTS 9 INCHES.  IT IS ON
 KW3045'THE SE PART OF THE RIDGE AND IS 6 FEET E OF A 5-INCH CHESTNUT OAK
 KW3045'(BLAZED) AND 18 FEET SE OF A BLAZED 8-INCH CHESTNUT OAK.
 KW3045'
 KW3045'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE.
 KW3045'
 KW3045'REFERENCE MARK NO. 1 IS A STANDARD DISK, SW OF THE STATION, SET FLUSH
 KW3045'IN A DRILL HOLE IN A TRIANGULAR BOULDER 16 INCHES ON A SIDE
 KW3045'AND WHICH PROJECTS 10 INCHES.  THE MARK IS 12 FEET SE OF AN 11-INCH
 KW3045'CHESTNUT OAK.
 KW3045'
 KW3045'REFERENCE MARK NO. 2 IS A STANDARD DISK W OF THE STATION, SET FLUSH
 KW3045'IN A DRILL HOLE IN A BOULDER 2 FEET BY 4 FEET WHICH PROJECTS
 KW3045'10 INCHES. THE MARK IS 7 FEET NE OF AN 8-INCH CHESTNUT OAK.
 KW3045'
 KW3045'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF STATION AND
 KW3045'THEIR RESPECTIVE NUMBERS.
 KW3045'
 KW3045'REACHED FROM NEWMANSTOWN POST OFFICE WHICH IS ABOUT 2.0 MILES SW OF
 KW3045'WOMELSDORF, BY GOING SW ON PAVED ROAD FOR 0.65 MILE TO
 KW3045'CROSS ROAD, CONTINUE STRAIGHT AHEAD 1.15 MILES TO SIDE ROAD LEFT,
 KW3045'TURN LEFT, S, AND GO 2.45 MILES TO T-ROAD, TURN RIGHT, W, AND
 KW3045'GO 0.1 MILE TO SIDE ROAD LEFT, TURN LEFT, S, OPPOSITE LARGE BARN ON
 KW3045'RIGHT AND GO 2.9 MILES TO SIDE ROAD RIGHT, TURN RIGHT, W,
 KW3045'JUST AFTER PASSING STONE HOUSE ON RIGHT AND FOLLOW MAIN DIRT ROAD FOR
 KW3045'FOR 0.8 MILE TO SIDE ROAD RIGHT, CONTINUE STRAIGHT AHEAD
 KW3045'FOR 0.4 MILE TO DIM ROAD TO LEFT JUST AFTER PASSING LOCKED GATE
 KW3045'AND TRIANGULAR BLAZE ON TREE, TURN LEFT, S, ON DIM ROAD AND GO 0.35
 KW3045'MILE TO TOP OF RIDGE AND CROSSROADS AT CABIN, TURN RIGHT, W,
 KW3045'AND FOLLOW DIM ROAD ALONG ONE-STRAND WIRE FENCE FOR 0.45 MILE TO
 KW3045'TRIANGULAR BLAZE ON RIGHT, TURN RIGHT, N, ABOUT 170 PACES TO
 KW3045'HIGHEST PART OF HILL AND TRIANGULAR BLAZE AND STATION.
 KW3045'
 KW3045'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 KW3045
 KW3045                          STATION RECOVERY (1957)
 KW3045
 KW3045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KW3045'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 KW3045'THE OLD DESCRIPTION IS ADEQUATE EXCEPT THAT THE DIM ROAD
 KW3045'LEADING UP THE HILL IS NOW A WELL DEFINED LOGGING ROAD. THE DISTANCES
 KW3045'TO THE REFERENCE MARKS AND THE ANGLE BETWEEN THE TWO MARKS
 KW3045'WERE VERIFIED.
 KW3045
 KW3045                          STATION RECOVERY (2005)
 KW3045
 KW3045'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW3045'STATION HAS A TRIPOD OF THIN BRANCHES BUILT OVER IT, TIED WITH RED
 KW3045'CORD. TRIPOD IS APPROXIMATELY 6 FEET HIGH.
 KW3045'REFERENCE MARK 1 RECOVERED AS DESCRIBED.
 KW3045'REFERENCE MARK 2 - 8-INCH CHESTNUT OAK IS NOW AN 18-INCH CHESTNUT OAK.
 KW3045' 
 KW3045'TO GET TO THE STATION, FOLLOW THE LOGGING ROAD, WHICH IS THE HORSESHOE
 KW3045'TRAIL WHEN RUNNING ALONG THE RIDGE, TO THE SECOND CREST AND TURN
 KW3045'DIRECTLY NORTH TO THE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2009 ***********************************************************************
 KX2009  DESIGNATION -  BLAIRS
 KX2009  PID         -  KX2009
 KX2009  STATE/COUNTY-  PA/INDIANA
 KX2009  USGS QUAD   -  BLAIRSVILLE (1981)
 KX2009
 KX2009                         *CURRENT SURVEY CONTROL
 KX2009  ___________________________________________________________________
 KX2009* NAD 83(1992)-  40 25 45.29407(N)    079 15 09.32811(W)     ADJUSTED  
 KX2009* NAVD 88     -       344.     (meters)    1129.     (feet)  SCALED    
 KX2009  ___________________________________________________________________
 KX2009  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 KX2009  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KX2009
 KX2009  HORZ ORDER  -  SECOND
 KX2009
 KX2009.The horizontal coordinates were established by classical geodetic methods
 KX2009.and adjusted by the National Geodetic Survey in June 2002..
 KX2009
 KX2009.The orthometric height was scaled from a topographic map.
 KX2009
 KX2009.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2009
 KX2009.The geoid height was determined by GEOID03.
 KX2009
 KX2009;                    North         East     Units Scale Factor Converg.
 KX2009;SPC PA S     -   122,769.561   472,506.302   MT  0.99995957   -0 58 29.5
 KX2009;SPC PA S     -   402,786.47  1,550,214.43   sFT  0.99995957   -0 58 29.5
 KX2009;UTM  17      - 4,476,867.409   648,223.829   MT  0.99987044   +1 08 00.3
 KX2009
 KX2009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2009!SPC PA S     -   0.99995121  x   0.99995957  =   0.99991078
 KX2009!UTM  17      -   0.99995121  x   0.99987044  =   0.99982165
 KX2009
 KX2009|---------------------------------------------------------------------|
 KX2009| PID    Reference Object                     Distance      Geod. Az  |
 KX2009|                                                           dddmmss.s |
 KX2009| CX3264 BLAIRS RM 1                           3.127 METERS 05841     |
 KX2009| KX1994 TORRENCE STATE HOSP INSANE STK      APPROX. 1.5 KM 1345623.4 |
 KX2009| KX1988 BEAR CAVE FIRE TOWER                APPROX. 9.5 KM 1660741.8 |
 KX2009| CX3265 BLAIRS RM 2                           2.627 METERS 17923     |
 KX2009| KX2010 COLUMBUS PHILA AIRWAY BCN 19        APPROX. 6.4 KM 2634842.3 |
 KX2009| CX3263 BLAIRS AZ MK                                       2930901.9 |
 KX2009|---------------------------------------------------------------------|
 KX2009
 KX2009                          SUPERSEDED SURVEY CONTROL
 KX2009
 KX2009  NAD 83(1986)-  40 25 45.29873(N)    079 15 09.33495(W) AD(       ) 2
 KX2009  NAD 27      -  40 25 45.05300(N)    079 15 10.20600(W) AD(       ) 2
 KX2009
 KX2009.Superseded values are not recommended for survey control.
 KX2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2009.See file dsdata.txt to determine how the superseded data were derived.
 KX2009
 KX2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE4822476867(NAD 83)
 KX2009_MARKER: DS = TRIANGULATION STATION DISK
 KX2009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2009
 KX2009  HISTORY     - Date     Condition        Report By
 KX2009  HISTORY     - 1933     MONUMENTED       CGS
 KX2009
 KX2009                          STATION DESCRIPTION
 KX2009
 KX2009'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KX2009'STATION IS LOCATED ON PROPERTY OWNED BY THE CITY OF BLAIRSVILLE AT
 KX2009'THE CITY RESERVOIR.  IT IS ON THE HIGHEST POINT OF THE RESERVOIR
 KX2009'EMBANKMENT, 2.8 FEET S OF WALL, 25.5 FEET S OF S END OF CONCRETE
 KX2009'STEPS LEADING UP EMBANKMENT TO RESERVOIR. MARK PROJECTS 6 INCHES
 KX2009'ABOVE THE GROUND.
 KX2009'
 KX2009'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 KX2009'DISKS SET IN CONCRETE.
 KX2009'REFERENCE MARK NO. 1 IS NE OF STATION IN TOP OF RESERVOIR WALL.  MARK
 KX2009'IS SET IN DRILL HOLE IN THE CONCRETE AND IS FLUSH WITH SURFACE.
 KX2009'REFERENCE MARK NO. 2 IS S OF STATION IN TOP OF RESERVOIR WALL.  MARK
 KX2009'IS SET IN DRILL HOLE IN CONCRETE AND IS FLUSH WITH SURFACE.
 KX2009'
 KX2009'THE AZIMUTH MARK IS ABOUT 0.6 MILE W OF STATION IN CENTER OF ATHLETIC
 KX2009'FIELD, ABOUT 6 FEET E OF N-S FENCE.  MARK IS SET FLUSH WITH SURFACE
 KX2009'OF GROUND.
 KX2009'
 KX2009'TO REACH FROM BLAIRSVILLE, FOLLOW U.S. HIGHWAY 22 N FOR 0.45 MILE
 KX2009'FROM RAILROAD CROSSING AT THE N END OF TOWN, TO BLAIRVIEW
 KX2009'SERVICE STATION.  TURN RIGHT AT N END OF VACANT LOT ABOUT 300 YARDS
 KX2009'PAST SERVICE STATION AND DIRECTLY OPPOSITE A CEMETERY.  FOLLOW THIS
 KX2009'ROAD ABOUT 250 YARDS TO RESERVOIR AND STATION.
 KX2009'
 KX2009'A 4-FOOT INSTRUMENT STAND IS REQUIRED TO SEE ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1496 ***********************************************************************
 LY1496  DESIGNATION -  BLAKE
 LY1496  PID         -  LY1496
 LY1496  STATE/COUNTY-  PA/MONROE
 LY1496  USGS QUAD   -  BLAKESLEE (1992)
 LY1496
 LY1496                         *CURRENT SURVEY CONTROL
 LY1496  ___________________________________________________________________
 LY1496* NAD 83(1992)-  41 05 04.19263(N)    075 34 24.90873(W)     ADJUSTED  
 LY1496* NAVD 88     -       525.336  (meters)    1723.54   (feet)  ADJUSTED  
 LY1496  ___________________________________________________________________
 LY1496  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 LY1496  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 LY1496  DYNAMIC HT  -         525.073 (meters)    1722.68  (feet)  COMP
 LY1496  MODELED GRAV-     980,107.5   (mgal)                       NAVD 88
 LY1496
 LY1496  HORZ ORDER  -  THIRD
 LY1496  VERT ORDER  -  SECOND    CLASS 0
 LY1496
 LY1496.The horizontal coordinates were established by classical geodetic methods
 LY1496.and adjusted by the National Geodetic Survey in June 2002..
 LY1496
 LY1496.The orthometric height was determined by differential leveling
 LY1496.and adjusted by the National Geodetic Survey in June 1991..
 LY1496
 LY1496.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY1496
 LY1496.The geoid height was determined by GEOID03.
 LY1496
 LY1496.The dynamic height is computed by dividing the NAVD 88
 LY1496.geopotential number by the normal gravity value computed on the
 LY1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1496.degrees latitude (g = 980.6199 gals.).
 LY1496
 LY1496.The modeled gravity was interpolated from observed gravity values.
 LY1496
 LY1496;                    North         East     Units Scale Factor Converg.
 LY1496;SPC PA N     -   104,226.049   782,854.894   MT  0.99997363   +1 26 23.2
 LY1496;SPC PA N     -   341,948.30  2,568,416.43   sFT  0.99997363   +1 26 23.2
 LY1496;UTM  18      - 4,548,295.687   451,822.107   MT  0.99962857   -0 22 37.0
 LY1496
 LY1496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY1496!SPC PA N     -   0.99992269  x   0.99997363  =   0.99989632
 LY1496!UTM  18      -   0.99992269  x   0.99962857  =   0.99955129
 LY1496
 LY1496|---------------------------------------------------------------------|
 LY1496| PID    Reference Object                     Distance      Geod. Az  |
 LY1496|                                                           dddmmss.s |
 LY1496| LY1495 BLAKE RM 2                           47.037 METERS 14031     |
 LY1496| LY2740 LAKE MTN TV RELAY TOWER             APPROX. 5.3 KM 2104556.4 |
 LY1496| LY1494 BLAKE AZ MK                                        2324546.7 |
 LY1496| CB2780 BLAKE RM 1                           47.811 METERS 33833     |
 LY1496|---------------------------------------------------------------------|
 LY1496
 LY1496                          SUPERSEDED SURVEY CONTROL
 LY1496
 LY1496  NAD 83(1996)-  41 05 04.19245(N)    075 34 24.91092(W) AD(       ) 3
 LY1496  NAD 83(1986)-  41 05 04.19222(N)    075 34 24.91049(W) AD(       ) 3
 LY1496  NAD 27      -  41 05 03.88880(N)    075 34 26.23520(W) AD(       ) 3
 LY1496  NGVD 29 (??/??/92)  525.526  (m)         1724.16   (f) ADJ UNCH    2 0
 LY1496
 LY1496.Superseded values are not recommended for survey control.
 LY1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1496.See file dsdata.txt to determine how the superseded data were derived.
 LY1496
 LY1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL5182248296(NAD 83)
 LY1496_MARKER: DS = TRIANGULATION STATION DISK
 LY1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1496_STAMPING: BLAKE 1959
 LY1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1496+STABILITY: SURFACE MOTION
 LY1496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY1496+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2003
 LY1496
 LY1496  HISTORY     - Date     Condition        Report By
 LY1496  HISTORY     - 1958     MONUMENTED       CGS
 LY1496  HISTORY     - 1959     GOOD             CGS
 LY1496  HISTORY     - 1976     GOOD             NGS
 LY1496  HISTORY     - 20020619 GOOD             PADT
 LY1496  HISTORY     - 20020702 GOOD             PADT
 LY1496  HISTORY     - 20030707 GOOD             PADT
 LY1496
 LY1496                          STATION DESCRIPTION
 LY1496
 LY1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JMR)
 LY1496'THE STATION IS LOCATED ON PROPERTY OWNED BY A MR. THOMAS SINCAVAGE,
 LY1496'AT THE SOUTH EDGE OF A HEAVY WOODED AREA AND NORTH EDGE OF AN OPEN
 LY1496'FIELD, ABOUT 20 MILES SOUTHEAST OF WILKES BARRE, ABOUT 1 MILE
 LY1496'SOUTHEAST OF BLAKESLEE CORNERS, ABOUT 1/2 MILE EAST-NORTHEAST OF
 LY1496'STATE HIGHWAY 115, ABOUT 1/4 MILE SOUTH OF TOBYHANNA CREEK AND ABOUT
 LY1496'1/4 MILE NORTHEAST OF THE SINCAVAGE LUMBER COMPANY MILL AND YARD.
 LY1496'IT IS 82 FEET NORTH OF A 36-INCH ASH TREE WITH A TRIANGULAR BLAZE, 36
 LY1496'FEET SOUTHWEST OF THE EDGE OF THE TIMBER LINE AND ROCK WALL
 LY1496'FENCE, 25 FEET SOUTHWEST OF A STANDARD METAL WITNESS POST AND 23
 LY1496'FEET SOUTHEAST OF A TRACK ROAD.
 LY1496'
 LY1496'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 115 AND 940,
 LY1496'AT BLAKESLEE CORNERS, GO SOUTHEAST ON STATE HIGHWAY 115 FOR
 LY1496'0.85 MILE TO A CONCRETE BRIDGE OVER TOBYHANNA CREEK.  CONTINUE
 LY1496'SOUTHEAST ON STATE HIGHWAY 115 FOR 0.3 MILE TO A DRIVE WAY ON THE
 LY1496'LEFT HAND SIDE OF THE HIGHWAY, OPPOSITE A TWO-STORY WHITE, SLATE
 LY1496'SIDING, HOUSE ON THE RIGHT HAND SIDE OF THE HIGHWAY.  TURN LEFT
 LY1496'ONTO THE DRIVE WAY AND GO EAST PASSING TO THE RIGHT SOUTH SIDE OF A
 LY1496'SMALL POND AND GO 0.1 MILE TO A LUMBER YARD, PASS TO THE RIGHT SOUTH
 LY1496'SIDE OF THE YARD AND CONTINUE NORTHEAST ON A MAIN TRAVELED ROAD
 LY1496'FOR 0.25 MILE TO A FORK.  TAKE THE LEFT FORK AND GO WEST ON THE MAIN
 LY1496'TRAVELED ROAD FOR 0.11 MILE, THENCE RIGHT AND GO NORTHEAST ON THE
 LY1496'MAIN TRAVELED ROAD, PASSING TO THE RIGHT, EAST SIDE OF A SAW MILL,
 LY1496'FOR 0.16 MILE TO AN OPENING IN A ROCK WALL FENCE AND THE AZIMUTH
 LY1496'MARK ON THE RIGHT SOUTHEAST SIDE OF THE ROAD.  CONTINUE
 LY1496'EAST-NORTHEAST ON A DIM TRACK ROAD ACROSS AN OPEN FIELD FOR 0.08
 LY1496'MILE TO THE EDGE OF THE TIMBER LINE AND THE STATION ON THE RIGHT HAND
 LY1496'SIDE OF THE DIM TRACK ROAD.
 LY1496'
 LY1496'THE STATION MARK, A STANDARD DISK STAMPED BLAKE 1958, IS SET IN THE
 LY1496'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 LY1496'OF THE GROUND.
 LY1496'
 LY1496'REFERENCE MARK NO 1, A STANDARD DISK STAMPED BLAKE NO 1 1958, IS SET
 LY1496'IN A DRILL HOLE WITH CONCRETE IN THE TOP OF A 5-FOOT BY 6-FOOT
 LY1496'BOULDER WHICH PROJECTS ABOUT 3 FEET ABOVE THE SURFACE OF THE GROUND.
 LY1496'IT IS 10 FEET SOUTHWEST OF A ROCK WALL FENCE AND EDGE OF THE TIMBER
 LY1496'LINE.
 LY1496'
 LY1496'REFERENCE MARK NO 2, A STANDARD DISK STAMPED BLAKE NO 2 1958, IS SET
 LY1496'IN A DRILL HOLE WITH CONCRETE IN THE TOP OF A 2- FOOT BY 2-FOOT
 LY1496'BOULDER WHICH PROJECTS ABOUT 8 INCHES ABOVE THE SURFACE OF THE
 LY1496'GROUND.  IT IS 78 FEET EAST OF A 36-INCH A ASH TREE WITH A TRIANGULAR
 LY1496'BLAZE, 16 FEET SOUTHEAST OF A DIM TRACK ROAD AND 14 FEET SOUTHWEST OF
 LY1496'A ROCK WALL FENCE AND TIMBER LINE.
 LY1496'
 LY1496'THE AZIMUTH MARK, A STANDARD DISK STAMPED BLAKE 1958, IS SET IN A
 LY1496'DRILL HOLE WITH CONCRETE IN THE TOP OF A 3 FOOT BY 6 FOOT BOULDER
 LY1496'WHICH PROJECTS ABOUT 4 FEET ABOVE THE SURFACE OF THE GROUND.  IT IS
 LY1496'70 FEET SOUTHEAST OF A TRACK ROAD, 6 FEET SOUTHWEST OF A STANDARD
 LY1496'METAL WITNESS POST AND IS JUST TO THE SOUTH OF A ROCK WALL FENCE.
 LY1496
 LY1496                          STATION RECOVERY (1959)
 LY1496
 LY1496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LY1496'1.1 MI SE FROM BLAKESLEE CORNER.
 LY1496'1.10 MILE SOUTH EAST ALONG STATE HIGHWAY 115 FROM THE JUNCTION
 LY1496'OF STATE HIGHWAYS 115 AND 940 AT BLAKESLEE CORNER, THENCE 0.45
 LY1496'MILE NORTH EAST ALONG A DIRT ROAD TO A SAW MILL, THENCE 0.25
 LY1496'MILE NORTH EAST ALONG A FIELD ROAD TO THE NORTH EAST SIDE OF A
 LY1496'FIELD, 22 FEET SOUTH SOUTHEAST OF THE FIELD ROAD, 34 FEET
 LY1496'WEST SOUTHWEST OF THE LINE OF ROCK FORMING FENCE LINE, 83 FEET
 LY1496'NORTH OF A 3 FOOT OAK TREE, 42 FEET SOUTH WEST OF A GAP IN THE
 LY1496'FENCE FOR FIELD ROAD, 156 FEET SOUTH OF RM NO 1, 155 FEET NORTH
 LY1496'NORTHWEST OF RM NO 2, SET FLUSH WITH THE GROUND.
 LY1496
 LY1496                          STATION RECOVERY (1976)
 LY1496
 LY1496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LY1496'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 LY1496'CONDITION AS PREVIOUSLY DESCRIBED.
 LY1496'
 LY1496'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTHEAST OF
 LY1496'BLAKESLEE CORNERS.
 LY1496
 LY1496                          STATION RECOVERY (2002)
 LY1496
 LY1496'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (PJN)
 LY1496'TO REACH FROM I-80 AND PA 115. GO 0.2 MILE NORTH ON PA 115 TO A PAVED
 LY1496'ROAD ON RIGHT IN FRONT OF BEST WESTERN MOTEL. GO 0.1 MILE TO SINCAVAGE
 LY1496' 
 LY1496'COMPANY DRIVEWAY ON LEFT. STOP AT OFFICE. TAKE PRIVATE DRIVE ON RIGHT
 LY1496'FOR 0.5 MILE TO STATION.
 LY1496'75 FEET NE OF 60 INCH OAK, 75 FEET NW OF FRAME GARAGE
 LY1496'160 FEET N OF PRIVATE DRIVE AT WOODLINE AND FIELD.
 LY1496
 LY1496                          STATION RECOVERY (2002)
 LY1496
 LY1496'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (SQ)
 LY1496'ALL REF. MARKS AND AZ. MARK WERE RECOVERED
 LY1496
 LY1496                          STATION RECOVERY (2003)
 LY1496
 LY1496'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 LY1496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1494 ***********************************************************************
 LY1494  DESIGNATION -  BLAKE AZ MK
 LY1494  PID         -  LY1494
 LY1494  STATE/COUNTY-  PA/MONROE
 LY1494  USGS QUAD   -  BLAKESLEE (1992)
 LY1494
 LY1494                         *CURRENT SURVEY CONTROL
 LY1494  ___________________________________________________________________
 LY1494* NAD 83(1986)-  41 05 04.     (N)    075 34 26.     (W)     SCALED    
 LY1494* NAVD 88     -       522.491  (meters)    1714.21   (feet)  ADJUSTED  
 LY1494  ___________________________________________________________________
 LY1494  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 LY1494  DYNAMIC HT  -         522.229 (meters)    1713.35  (feet)  COMP
 LY1494  MODELED GRAV-     980,107.6   (mgal)                       NAVD 88
 LY1494
 LY1494  VERT ORDER  -  SECOND    CLASS 0
 LY1494
 LY1494.The horizontal coordinates were scaled from a topographic map and have
 LY1494.an estimated accuracy of +/- 6 seconds.
 LY1494
 LY1494.The orthometric height was determined by differential leveling
 LY1494.and adjusted by the National Geodetic Survey in June 1991..
 LY1494
 LY1494.The geoid height was determined by GEOID03.
 LY1494
 LY1494.The dynamic height is computed by dividing the NAVD 88
 LY1494.geopotential number by the normal gravity value computed on the
 LY1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1494.degrees latitude (g = 980.6199 gals.).
 LY1494
 LY1494.The modeled gravity was interpolated from observed gravity values.
 LY1494
 LY1494;                    North         East    Units  Estimated Accuracy
 LY1494;SPC PA N     -   104,220.      782,830.      MT  (+/- 180 meters Scaled)
 LY1494
 LY1494                          SUPERSEDED SURVEY CONTROL
 LY1494
 LY1494  NGVD 29 (??/??/92)  522.680  (m)         1714.83   (f) ADJ UNCH    2 0
 LY1494
 LY1494.Superseded values are not recommended for survey control.
 LY1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1494.See file dsdata.txt to determine how the superseded data were derived.
 LY1494
 LY1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL517482(NAD 83)
 LY1494_MARKER: Z = SEE DESCRIPTION
 LY1494_SETTING: 80 = SET IN A BOULDER
 LY1494_SP_SET: BOULDER
 LY1494_STAMPING: BLAKE AZI 1958
 LY1494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1494+STABILITY: SURFACE MOTION
 LY1494_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY1494+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2002
 LY1494
 LY1494  HISTORY     - Date     Condition        Report By
 LY1494  HISTORY     - 1958     MONUMENTED       CGS
 LY1494  HISTORY     - 20020702 GOOD             PADT
 LY1494
 LY1494                          STATION DESCRIPTION
 LY1494
 LY1494'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LY1494'1.6 MI SE FROM BLAKESLEE CORNER.
 LY1494'1.10 MILE SOUTH EAST ALONG STATE HIGHWAY 115 FROM THE JUNCTION
 LY1494'OF STATE HIGHWAY 115 AND 940 AT BLAKESLEE CORNER, 0.45 MILE NORTH
 LY1494'EAST ALONG A DIRT ROAD TO A SAW MILL, THENCE NORTH EAST ON A FIELD
 LY1494'ROAD TO THE FENCE LINE, ESTABLISHED IN TOP AND 1 1/2 FEET SOUTH WEST
 LY1494'OF THE NORTH EAST EDGE OF A BOULDER WHICH MEASURES 5 BY 3 BY 3
 LY1494'FEET, 63 FEET SOUTH EAST OF A GAP IN THE ROCK FENCE FOR THE
 LY1494'ROAD, 3 FEET ABOVE THE GROUND AND HORIZONTAL.  THIS ROCK IS ALL
 LY1494'ABOVE GROUND AND MAY MOVE DUE TO FREEZING.
 LY1494
 LY1494                          STATION RECOVERY (2002)
 LY1494
 LY1494'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (SQ)
 LY1494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1497 ***********************************************************************
 LY1497  DESIGNATION -  BLAKE RM 1
 LY1497  PID         -  LY1497
 LY1497  STATE/COUNTY-  PA/MONROE
 LY1497  USGS QUAD   -  BLAKESLEE (1992)
 LY1497
 LY1497                         *CURRENT SURVEY CONTROL
 LY1497  ___________________________________________________________________
 LY1497* NAD 83(1986)-  41 05 04.     (N)    075 34 26.     (W)     SCALED    
 LY1497* NAVD 88     -       525.377  (meters)    1723.67   (feet)  ADJUSTED  
 LY1497  ___________________________________________________________________
 LY1497  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 LY1497  DYNAMIC HT  -         525.114 (meters)    1722.81  (feet)  COMP
 LY1497  MODELED GRAV-     980,107.6   (mgal)                       NAVD 88
 LY1497
 LY1497  VERT ORDER  -  SECOND    CLASS 0
 LY1497
 LY1497.The horizontal coordinates were scaled from a topographic map and have
 LY1497.an estimated accuracy of +/- 6 seconds.
 LY1497
 LY1497.The orthometric height was determined by differential leveling
 LY1497.and adjusted by the National Geodetic Survey in June 1991..
 LY1497
 LY1497.The geoid height was determined by GEOID03.
 LY1497
 LY1497.The dynamic height is computed by dividing the NAVD 88
 LY1497.geopotential number by the normal gravity value computed on the
 LY1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1497.degrees latitude (g = 980.6199 gals.).
 LY1497
 LY1497.The modeled gravity was interpolated from observed gravity values.
 LY1497
 LY1497;                    North         East    Units  Estimated Accuracy
 LY1497;SPC PA N     -   104,220.      782,830.      MT  (+/- 180 meters Scaled)
 LY1497
 LY1497                          SUPERSEDED SURVEY CONTROL
 LY1497
 LY1497  NGVD 29 (??/??/92)  525.566  (m)         1724.29   (f) ADJ UNCH    2 0
 LY1497
 LY1497.Superseded values are not recommended for survey control.
 LY1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1497.See file dsdata.txt to determine how the superseded data were derived.
 LY1497
 LY1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL517482(NAD 83)
 LY1497_MARKER: DR = REFERENCE MARK DISK
 LY1497_SETTING: 80 = SET IN A BOULDER
 LY1497_SP_SET: BOULDER
 LY1497_STAMPING: BLAKE NO 1 1959
 LY1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1497+STABILITY: SURFACE MOTION
 LY1497_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY1497+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2002
 LY1497
 LY1497  HISTORY     - Date     Condition        Report By
 LY1497  HISTORY     - 1959     MONUMENTED       CGS
 LY1497  HISTORY     - 20020619 GOOD             PADT
 LY1497  HISTORY     - 20030707 GOOD             PADT
 LY1497
 LY1497                          STATION DESCRIPTION
 LY1497
 LY1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1497'1.1 MI SE FROM BLAKESLEE CORNER.
 LY1497'1.1 MILE SOUTHEAST ALONG STATE HIGHWAY 115 FROM THE JUNCTION
 LY1497'OF STATE HIGHWAYS 115 AND 940 AT BLAKESLEE CORNER, THENCE 0.45
 LY1497'MILE NORTHEAST ALONG A DIRT ROAD TO A SAW MILL, THENCE 0.25
 LY1497'MILE NORTHEAST ALONG A FIELD ROAD TO THE NORTHEAST EDGE OF A FIELD,
 LY1497'SET IN TOP AND AT THE WEST EDGE OF A BOULDER AT THE NORTH NORTHEAST
 LY1497'SIDE OF THE FIELD, IN THE FENCE LINE, 134 FEET NORTH OF THE
 LY1497'FIELD ROAD, 156 FEET NORTH OF THE STATION BENCH MARK, AND ABOUT
 LY1497'FOUR FEET ABOVE THE GROUND DRILLED IN HORIZONTAL.  NOTE-- THIS
 LY1497'BM IS SLANTING AND ALL OF THE BOULDER IS ABOVE GROUND.
 LY1497
 LY1497                          STATION RECOVERY (2002)
 LY1497
 LY1497'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (PJN)
 LY1497'TO REACH FROM I-80 AND PA 115. GO 0.2 MILE NORTH ON PA 115 TO A PAVED
 LY1497'ROAD ON RIGHT IN FRONT OF BEST WESTERN MOTEL. GO 0.1 MILE TO SINCAVAGE
 LY1497' 
 LY1497'COMPANY DRIVEWAY ON LEFT. STOP AT OFFICE. TAKE PRIVATE DRIVE ON RIGHT
 LY1497'FOR 0.5 MILE TO STATION.
 LY1497'157 FEET NE OF BLAKE, 55 FEET W OF WOOD POOL DECK.
 LY1497'5'X7'BOULDER 36 FEET E OF FIELD LINE.
 LY1497
 LY1497                          STATION RECOVERY (2003)
 LY1497
 LY1497'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 LY1497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1495 ***********************************************************************
 LY1495  DESIGNATION -  BLAKE RM 2
 LY1495  PID         -  LY1495
 LY1495  STATE/COUNTY-  PA/MONROE
 LY1495  USGS QUAD   -  BLAKESLEE (1992)
 LY1495
 LY1495                         *CURRENT SURVEY CONTROL
 LY1495  ___________________________________________________________________
 LY1495* NAD 83(1986)-  41 05 04.     (N)    075 34 26.     (W)     SCALED    
 LY1495* NAVD 88     -       525.529  (meters)    1724.17   (feet)  ADJUSTED  
 LY1495  ___________________________________________________________________
 LY1495  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 LY1495  DYNAMIC HT  -         525.266 (meters)    1723.31  (feet)  COMP
 LY1495  MODELED GRAV-     980,107.6   (mgal)                       NAVD 88
 LY1495
 LY1495  VERT ORDER  -  SECOND    CLASS 0
 LY1495
 LY1495.The horizontal coordinates were scaled from a topographic map and have
 LY1495.an estimated accuracy of +/- 6 seconds.
 LY1495
 LY1495.The orthometric height was determined by differential leveling
 LY1495.and adjusted by the National Geodetic Survey in June 1991..
 LY1495
 LY1495.The geoid height was determined by GEOID03.
 LY1495
 LY1495.The dynamic height is computed by dividing the NAVD 88
 LY1495.geopotential number by the normal gravity value computed on the
 LY1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1495.degrees latitude (g = 980.6199 gals.).
 LY1495
 LY1495.The modeled gravity was interpolated from observed gravity values.
 LY1495
 LY1495;                    North         East    Units  Estimated Accuracy
 LY1495;SPC PA N     -   104,220.      782,830.      MT  (+/- 180 meters Scaled)
 LY1495
 LY1495                          SUPERSEDED SURVEY CONTROL
 LY1495
 LY1495  NGVD 29 (??/??/92)  525.719  (m)         1724.80   (f) ADJ UNCH    2 0
 LY1495
 LY1495.Superseded values are not recommended for survey control.
 LY1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1495.See file dsdata.txt to determine how the superseded data were derived.
 LY1495
 LY1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL517482(NAD 83)
 LY1495_MARKER: Z = SEE DESCRIPTION
 LY1495_SETTING: 66 = SET IN ROCK OUTCROP
 LY1495_SP_SET: SMALL ROCK
 LY1495_STAMPING: BLAKE NO 2 1958
 LY1495_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY1495+STABILITY: POSITION/ELEVATION WELL
 LY1495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY1495+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2002
 LY1495
 LY1495  HISTORY     - Date     Condition        Report By
 LY1495  HISTORY     - 1958     MONUMENTED       CGS
 LY1495  HISTORY     - 1959     GOOD             NGS
 LY1495  HISTORY     - 20020702 GOOD             PADT
 LY1495  HISTORY     - 20030707 GOOD             PADT
 LY1495
 LY1495                          STATION DESCRIPTION
 LY1495
 LY1495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LY1495'1.1 MI SE FROM BLAKESLEE CORNER.
 LY1495'1.10 SOUTH EAST ALONG STATE HIGHWAY 115 FROM THE JUNCTION OF
 LY1495'STATE HIGHWAYS 115 AND 940 AT BLAKESLEE CORNER, THENCE 0.45 MILE
 LY1495'NORTH EAST ALONG A DIRT ROAD TO A SAW MILL, THENCE 0.25 MILE
 LY1495'NORTH EAST ALONG A FIELD ROAD TO THE NORTH EAST EDGE OF A FIELD,
 LY1495'14 FEET WEST OF A ROW OF ROCK USED AS A FENCE ALONG THE EDGE OF
 LY1495'THE FIELD, 22 FEET SOUTH SOUTHWEST OF A GAP IN THE ROCK FENCE FOR
 LY1495'A ROAD, 75 FEET SOUTH EAST OF A 3 FOOT BLAZED ELM TREE, 155
 LY1495'FEET SOUTH SOUTHEAST OF THE STATION BENCH MARK, 14 FEET WEST
 LY1495'OF A TREE IN THE FENCE LINE, IN A SMALL ROCK, 3 BY 3 FEET,
 LY1495'HORIZONTAL.  NOTE-- FREEZING ACTION MAY MOVE THIS MARK AS IT
 LY1495'IS ALL ABOVE GROUND.
 LY1495
 LY1495                          STATION RECOVERY (2002)
 LY1495
 LY1495'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (SQ)
 LY1495'RECOVERED IN GOOD CONDITION.
 LY1495
 LY1495                          STATION RECOVERY (2003)
 LY1495
 LY1495'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 LY1495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1212 ***********************************************************************
 LZ1212  DESIGNATION -  BLANCH
 LZ1212  PID         -  LZ1212
 LZ1212  STATE/COUNTY-  PA/CENTRE
 LZ1212  USGS QUAD   -  HOWARD (1973)
 LZ1212
 LZ1212                         *CURRENT SURVEY CONTROL
 LZ1212  ___________________________________________________________________
 LZ1212* NAD 83(1992)-  41 03 13.47457(N)    077 37 41.86915(W)     ADJUSTED  
 LZ1212* NAVD 88     -       225.114  (meters)     738.56   (feet)  ADJUSTED  
 LZ1212  ___________________________________________________________________
 LZ1212  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 LZ1212  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 LZ1212  DYNAMIC HT  -         225.010 (meters)     738.22  (feet)  COMP
 LZ1212  MODELED GRAV-     980,158.4   (mgal)                       NAVD 88
 LZ1212
 LZ1212  HORZ ORDER  -  SECOND
 LZ1212  VERT ORDER  -  SECOND    CLASS 0
 LZ1212
 LZ1212.The horizontal coordinates were established by classical geodetic methods
 LZ1212.and adjusted by the National Geodetic Survey in June 2002..
 LZ1212
 LZ1212.The orthometric height was determined by differential leveling
 LZ1212.and adjusted by the National Geodetic Survey in June 1991..
 LZ1212
 LZ1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1212
 LZ1212.The geoid height was determined by GEOID03.
 LZ1212
 LZ1212.The dynamic height is computed by dividing the NAVD 88
 LZ1212.geopotential number by the normal gravity value computed on the
 LZ1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1212.degrees latitude (g = 980.6199 gals.).
 LZ1212
 LZ1212.The modeled gravity was interpolated from observed gravity values.
 LZ1212
 LZ1212;                    North         East     Units Scale Factor Converg.
 LZ1212;SPC PA N     -    98,520.216   610,230.944   MT  0.99997687   +0 04 49.8
 LZ1212;SPC PA N     -   323,228.41  2,002,066.02   sFT  0.99997687   +0 04 49.8
 LZ1212;UTM  18      - 4,548,051.525   279,125.060   MT  1.00020048   -1 43 36.7
 LZ1212
 LZ1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1212!SPC PA N     -   0.99996990  x   0.99997687  =   0.99994678
 LZ1212!UTM  18      -   0.99996990  x   1.00020048  =   1.00017038
 LZ1212
 LZ1212|---------------------------------------------------------------------|
 LZ1212| PID    Reference Object                     Distance      Geod. Az  |
 LZ1212|                                                           dddmmss.s |
 LZ1212| LZ1214 BLANCH RM 1                          24.841 METERS 05413     |
 LZ1212| LZ1215 BLANCH AZ MK                                       0565418.3 |
 LZ1212| LZ1782 BLANCHARD CH OF CHRIST SPIRE        APPROX. 3.1 KM 0581152.8 |
 LZ1212| LZ1780 BEECH CREEK KUNEY TV CO MAST        APPROX. 5.6 KM 0853431.7 |
 LZ1212| LZ1213 BLANCH RM 2                          14.665 METERS 32649     |
 LZ1212|---------------------------------------------------------------------|
 LZ1212
 LZ1212                          SUPERSEDED SURVEY CONTROL
 LZ1212
 LZ1212  NAD 83(1986)-  41 03 13.47236(N)    077 37 41.86872(W) AD(       ) 2
 LZ1212  NAD 27      -  41 03 13.23217(N)    077 37 42.89137(W) AD(       ) 2
 LZ1212  NGVD 29 (??/??/92)  225.318  (m)          739.23   (f) ADJ UNCH    2 0
 LZ1212
 LZ1212.Superseded values are not recommended for survey control.
 LZ1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1212.See file dsdata.txt to determine how the superseded data were derived.
 LZ1212
 LZ1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL7912548052(NAD 83)
 LZ1212_MARKER: DE = TRAVERSE STATION DISK
 LZ1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1212_STAMPING: BLANCH 1969
 LZ1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1212+STABILITY: SURFACE MOTION
 LZ1212
 LZ1212  HISTORY     - Date     Condition        Report By
 LZ1212  HISTORY     - 1969     MONUMENTED       CGS
 LZ1212  HISTORY     - 1969     GOOD             CGS
 LZ1212
 LZ1212                          STATION DESCRIPTION
 LZ1212
 LZ1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LZ1212'THE STATION IS LOCATED 2-1/2 MILES SOUTHWEST OF BEECH CREEK, 1/2 MILE
 LZ1212'WEST OF THE BLANCHARD DAM SPILLWAY, 85 PACES NORTHWEST OF, AND
 LZ1212'75 FEET HIGHER THEN U.S. HIGHWAY 220, ON A LOW GRASSY KNOLL ALONG A
 LZ1212'POWER-LINE RIGHT-OF-WAY.
 LZ1212'
 LZ1212'TO REACH THE STATION FROM THE BEECH CREEK POST OFFICE, GO SOUTHEAST
 LZ1212'ON GRANT STREET FOR 0.05 MILE TO THE HIGHWAY.  TURN RIGHT AND GO
 LZ1212'SOUTH-WEST ON U.S. HIGHWAY 220 FOR 0.2 MILE TO THE BRIDGE OVER BEECH
 LZ1212'CREEK STREAM.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 220 FOR 1.7 MILES
 LZ1212'TO A PAVED CROSSROAD.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 220 0.5
 LZ1212'MILE, TO THE AZIMUTH MARK ON THE LEFT IN A CATCH BASIN.  CONTINUE
 LZ1212'SOUTHWEST ON U.S. HIGHWAY 220 FOR 0.2 MILE TO A PAVED ROAD RIGHT TURN
 LZ1212'RIGHT AND GO NORTHWEST FOR 0.05 MILE TO A POWERLINE RIGHT-OF-WAY.
 LZ1212'TURN LEFT AND GO UPHILL ALONG THE RIGHT-OF-WAY FOR 0.15 MILE TO
 LZ1212'THE STATION.
 LZ1212'
 LZ1212'THE STATION IS 160 FEET NORTHEAST OF POWERLINE POLE 706867, 82.5 FEET
 LZ1212'WEST-SOUTHWEST OF POWERLINE POLE 706868, 15 FEET NORTHWEST OF THE
 LZ1212'APPROXIMATE CENTER OF THE RIGH-OF-WAY, AND 4.9 FEET NORTH-NORTHWEST
 LZ1212'OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD TRAVERSE DISK
 LZ1212'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES
 LZ1212'ABOVE GROUND AND STAMPED BLANCH 1969.
 LZ1212'
 LZ1212'REFERENCE MARK 1 IS 82.0 FEET EAST-NORTHEAST OF THE WITNESS POST, AND
 LZ1212'2.4 FEET WEST-NORTHWEST OF POLE 706868.  IT IS A STANDARD REFERENCE
 LZ1212'DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 LZ1212'GROUND AND STAMPED BLANCH NO 1 1969.
 LZ1212'
 LZ1212'REFERENCE MARK 2 IS 95 FEET WEST-NORTHWEST OF POLE 706868, 53.0 FEET
 LZ1212'NORTHWEST OF THE WITNESS POST.  IT IS A STANDARD REFERENCE DISK
 LZ1212'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES
 LZ1212'ABOVE GROUND AND STAMPED BLANCH NO 2 1969.
 LZ1212'
 LZ1212'THE AZIMUTH MARK IS 68.5 FEET SOUTH-SOUTHEAST OF POWERLINE POLE
 LZ1212'706874, 30.5 FEET SOUTHEAST OF THE CENTERLINE OF U.S.  HIGHWAY 220,
 LZ1212'1.7 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN, 0.5 FEET
 LZ1212'SOUTHWEST OF THE NORTHEAST END OF THE BACKWALL, AND 2 FEET
 LZ1212'LOWER THAN THE ROADWAY.  IT IS A STANDARD AZIMUTH DISK CEMENTED FLUSH
 LZ1212'IN A DRILL HOLE IN THE BACKWALL OF A CATCH BASIN AND STAMPED
 LZ1212'BLANCH 1969.
 LZ1212'
 LZ1212'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 LZ1212
 LZ1212                          STATION RECOVERY (1969)
 LZ1212
 LZ1212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 LZ1212'2.6 MI SW FROM BEECH CREEK.
 LZ1212'ABOUT 2.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 220 FROM THE POST
 LZ1212'OFFICE IN BEECH CREEK, 0.05 MILE NORTHWEST OF THE HIGHWAY, 81.51
 LZ1212'FEET SOUTHWEST OF RM 1, 48.11 FEET SOUTHEAST OF RM 2, 160 FEET
 LZ1212'NORTHEAST OF POWER LINE POLE NO. 706867, 82.5 FEET WEST-SOUTHWEST
 LZ1212'OF POWER LINE POLE NO. 706868, 4.9 FEET NORTH OF A METAL WITNESS
 LZ1212'SIGN, SET IN THE TOP OF A CONCRETE POST PROJECTING 3-INCHES
 LZ1212'AND IS ABOUT 60 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1215 ***********************************************************************
 LZ1215  DESIGNATION -  BLANCH AZ MK
 LZ1215  PID         -  LZ1215
 LZ1215  STATE/COUNTY-  PA/CENTRE
 LZ1215  USGS QUAD   -  BEECH CREEK (1973)
 LZ1215
 LZ1215                         *CURRENT SURVEY CONTROL
 LZ1215  ___________________________________________________________________
 LZ1215* NAD 83(1986)-  41 03 23.     (N)    077 37 26.     (W)     SCALED    
 LZ1215* NAVD 88     -       198.264  (meters)     650.47   (feet)  ADJUSTED  
 LZ1215  ___________________________________________________________________
 LZ1215  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 LZ1215  DYNAMIC HT  -         198.173 (meters)     650.17  (feet)  COMP
 LZ1215  MODELED GRAV-     980,158.6   (mgal)                       NAVD 88
 LZ1215
 LZ1215  VERT ORDER  -  SECOND    CLASS 0
 LZ1215
 LZ1215.The horizontal coordinates were scaled from a topographic map and have
 LZ1215.an estimated accuracy of +/- 6 seconds.
 LZ1215
 LZ1215.The orthometric height was determined by differential leveling
 LZ1215.and adjusted by the National Geodetic Survey in June 1991..
 LZ1215
 LZ1215.The geoid height was determined by GEOID03.
 LZ1215
 LZ1215.The dynamic height is computed by dividing the NAVD 88
 LZ1215.geopotential number by the normal gravity value computed on the
 LZ1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1215.degrees latitude (g = 980.6199 gals.).
 LZ1215
 LZ1215.The modeled gravity was interpolated from observed gravity values.
 LZ1215
 LZ1215;                    North         East    Units  Estimated Accuracy
 LZ1215;SPC PA N     -    98,820.      610,600.      MT  (+/- 180 meters Scaled)
 LZ1215
 LZ1215                          SUPERSEDED SURVEY CONTROL
 LZ1215
 LZ1215  NGVD 29 (??/??/92)  198.468  (m)          651.14   (f) ADJ UNCH    2 0
 LZ1215
 LZ1215.Superseded values are not recommended for survey control.
 LZ1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1215.See file dsdata.txt to determine how the superseded data were derived.
 LZ1215
 LZ1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL795483(NAD 83)
 LZ1215_MARKER: DZ = AZIMUTH MARK DISK
 LZ1215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1215_SP_SET: CATCH BASIN WALL
 LZ1215_STAMPING: BLANCH 1969
 LZ1215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1215
 LZ1215  HISTORY     - Date     Condition        Report By
 LZ1215  HISTORY     - 1969     MONUMENTED       CGS
 LZ1215
 LZ1215                          STATION DESCRIPTION
 LZ1215
 LZ1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LZ1215'2.3 MI SW FROM BEECH CREEK.
 LZ1215'ABOUT 2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 220 FROM THE POST
 LZ1215'OFFICE IN BEECH CREEK, 68.5 FEET SOUTH-SOUTHEAST OF POWERLINE
 LZ1215'POLE NO. 706874, 30.5 FEET SOUTHEAST OF THE CENTERLINE OF
 LZ1215'HIGHWAY, 1.6 FEET NORTHEAST OF A METAL WITNESS SIGN, 0.5 FOOT
 LZ1215'SOUTHWEST OF THE NORTHEAST END OF BACKWALL, SET IN THE TOP OF
 LZ1215'BACKWALL OF A CATCH BASIN AND IS ABOUT 2 FEET BELOW THE LEVEL
 LZ1215'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1214 ***********************************************************************
 LZ1214  DESIGNATION -  BLANCH RM 1
 LZ1214  PID         -  LZ1214
 LZ1214  STATE/COUNTY-  PA/CENTRE
 LZ1214  USGS QUAD   -  HOWARD (1973)
 LZ1214
 LZ1214                         *CURRENT SURVEY CONTROL
 LZ1214  ___________________________________________________________________
 LZ1214* NAD 83(1986)-  41 03 13.     (N)    077 37 41.     (W)     SCALED    
 LZ1214* NAVD 88     -       224.179  (meters)     735.49   (feet)  ADJUSTED  
 LZ1214  ___________________________________________________________________
 LZ1214  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 LZ1214  DYNAMIC HT  -         224.076 (meters)     735.16  (feet)  COMP
 LZ1214  MODELED GRAV-     980,158.4   (mgal)                       NAVD 88
 LZ1214
 LZ1214  VERT ORDER  -  SECOND    CLASS 0
 LZ1214
 LZ1214.The horizontal coordinates were scaled from a topographic map and have
 LZ1214.an estimated accuracy of +/- 6 seconds.
 LZ1214
 LZ1214.The orthometric height was determined by differential leveling
 LZ1214.and adjusted by the National Geodetic Survey in June 1991..
 LZ1214
 LZ1214.The geoid height was determined by GEOID03.
 LZ1214
 LZ1214.The dynamic height is computed by dividing the NAVD 88
 LZ1214.geopotential number by the normal gravity value computed on the
 LZ1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1214.degrees latitude (g = 980.6199 gals.).
 LZ1214
 LZ1214.The modeled gravity was interpolated from observed gravity values.
 LZ1214
 LZ1214;                    North         East    Units  Estimated Accuracy
 LZ1214;SPC PA N     -    98,510.      610,250.      MT  (+/- 180 meters Scaled)
 LZ1214
 LZ1214                          SUPERSEDED SURVEY CONTROL
 LZ1214
 LZ1214  NGVD 29 (??/??/92)  224.383  (m)          736.16   (f) ADJ UNCH    2 0
 LZ1214
 LZ1214.Superseded values are not recommended for survey control.
 LZ1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1214.See file dsdata.txt to determine how the superseded data were derived.
 LZ1214
 LZ1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL791480(NAD 83)
 LZ1214_MARKER: DR = REFERENCE MARK DISK
 LZ1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1214_STAMPING: BLANCH NO 1 1969
 LZ1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1214+STABILITY: SURFACE MOTION
 LZ1214
 LZ1214  HISTORY     - Date     Condition        Report By
 LZ1214  HISTORY     - 1969     MONUMENTED       CGS
 LZ1214
 LZ1214                          STATION DESCRIPTION
 LZ1214
 LZ1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LZ1214'2.6 MI SW FROM BEECH CREEK.
 LZ1214'AT THE BLANCH STATION SITE-- 81.51 FEET NORTHEAST OF THE STATION,
 LZ1214'82.0 FEET EAST-NORTHEAST OF THE METAL WITNESS SIGN, 2.4 FEET
 LZ1214'WEST OF POWER LINE POLE NO. 706868, SET IN THE TOP OF A CONCRETE
 LZ1214'POST, FLUSH, AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1213 ***********************************************************************
 LZ1213  DESIGNATION -  BLANCH RM 2
 LZ1213  PID         -  LZ1213
 LZ1213  STATE/COUNTY-  PA/CENTRE
 LZ1213  USGS QUAD   -  HOWARD (1973)
 LZ1213
 LZ1213                         *CURRENT SURVEY CONTROL
 LZ1213  ___________________________________________________________________
 LZ1213* NAD 83(1986)-  41 03 13.     (N)    077 37 41.     (W)     SCALED    
 LZ1213* NAVD 88     -       225.929  (meters)     741.24   (feet)  ADJUSTED  
 LZ1213  ___________________________________________________________________
 LZ1213  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 LZ1213  DYNAMIC HT  -         225.825 (meters)     740.89  (feet)  COMP
 LZ1213  MODELED GRAV-     980,158.4   (mgal)                       NAVD 88
 LZ1213
 LZ1213  VERT ORDER  -  SECOND    CLASS 0
 LZ1213
 LZ1213.The horizontal coordinates were scaled from a topographic map and have
 LZ1213.an estimated accuracy of +/- 6 seconds.
 LZ1213
 LZ1213.The orthometric height was determined by differential leveling
 LZ1213.and adjusted by the National Geodetic Survey in June 1991..
 LZ1213
 LZ1213.The geoid height was determined by GEOID03.
 LZ1213
 LZ1213.The dynamic height is computed by dividing the NAVD 88
 LZ1213.geopotential number by the normal gravity value computed on the
 LZ1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1213.degrees latitude (g = 980.6199 gals.).
 LZ1213
 LZ1213.The modeled gravity was interpolated from observed gravity values.
 LZ1213
 LZ1213;                    North         East    Units  Estimated Accuracy
 LZ1213;SPC PA N     -    98,510.      610,250.      MT  (+/- 180 meters Scaled)
 LZ1213
 LZ1213                          SUPERSEDED SURVEY CONTROL
 LZ1213
 LZ1213  NGVD 29 (??/??/92)  226.134  (m)          741.91   (f) ADJ UNCH    2 0
 LZ1213
 LZ1213.Superseded values are not recommended for survey control.
 LZ1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1213.See file dsdata.txt to determine how the superseded data were derived.
 LZ1213
 LZ1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL791480(NAD 83)
 LZ1213_MARKER: DR = REFERENCE MARK DISK
 LZ1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1213_STAMPING: BLANCH NO 2 1969
 LZ1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1213+STABILITY: SURFACE MOTION
 LZ1213
 LZ1213  HISTORY     - Date     Condition        Report By
 LZ1213  HISTORY     - 1969     MONUMENTED       CGS
 LZ1213
 LZ1213                          STATION DESCRIPTION
 LZ1213
 LZ1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LZ1213'2.6 MI SW FROM BEECH CREEK.
 LZ1213'AT THE BLANCH STATION SITE-- 48.11 FEET NORTHWEST OF THE STATION,
 LZ1213'95 FEET WEST-NORTHWEST OF POLE NO. 706868, 53.0 FEET NORTHWEST
 LZ1213'OF A METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE POST
 LZ1213'PROJECTING 2-INCHES AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 LZ1213'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1782 ***********************************************************************
 LZ1782  DESIGNATION -  BLANCHARD CH OF CHRIST SPIRE
 LZ1782  PID         -  LZ1782
 LZ1782  STATE/COUNTY-  PA/CENTRE
 LZ1782  USGS QUAD   -  BEECH CREEK (1973)
 LZ1782
 LZ1782                         *CURRENT SURVEY CONTROL
 LZ1782  ___________________________________________________________________
 LZ1782* NAD 83(1992)-  41 04 06.67505(N)    077 35 48.47015(W)     ADJUSTED  
 LZ1782* NAVD 88     -                                                        
 LZ1782  ___________________________________________________________________
 LZ1782  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 LZ1782  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 LZ1782
 LZ1782  HORZ ORDER  -  THIRD
 LZ1782
 LZ1782.The horizontal coordinates were established by classical geodetic methods
 LZ1782.and adjusted by the National Geodetic Survey in June 2002..
 LZ1782
 LZ1782
 LZ1782.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1782
 LZ1782.The geoid height was determined by GEOID03.
 LZ1782
 LZ1782;                    North         East     Units Scale Factor Converg.
 LZ1782;SPC PA N     -   100,165.539   612,876.057   MT  0.99997528   +0 06 04.9
 LZ1782;SPC PA N     -   328,626.44  2,010,744.20   sFT  0.99997528   +0 06 04.9
 LZ1782;UTM  18      - 4,549,612.928   281,821.344   MT  1.00018590   -1 42 24.0
 LZ1782
 LZ1782                          SUPERSEDED SURVEY CONTROL
 LZ1782
 LZ1782  NAD 83(1986)-  41 04 06.67246(N)    077 35 48.46938(W) AD(       ) 4
 LZ1782  NAD 27      -  41 04 06.42897(N)    077 35 49.49904(W) AD(       ) 3
 LZ1782
 LZ1782.Superseded values are not recommended for survey control.
 LZ1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1782.See file dsdata.txt to determine how the superseded data were derived.
 LZ1782
 LZ1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL8182149613(NAD 83)
 LZ1782
 LZ1782  HISTORY     - Date     Condition        Report By
 LZ1782  HISTORY     - 1969     MONUMENTED       CGS
 LZ1782
 LZ1782                          STATION DESCRIPTION
 LZ1782
 LZ1782'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LZ1782'THE STATION IS LOCATED ABOUT 0.2 MILE SOUTHWEST OF U.S. HIGHWAY 220
 LZ1782'IN THE VILLAGE OF BLANCHARD.  IT IS A SHORT WOOD SPIRE HOUSING A
 LZ1782'BELL WHICH IS SET ON A LARGE BRICK STRUCTURE.  IT IS ABOUT 60 FEET
 LZ1782'HIGH.  THE INTERSECTION POINT IS THE TOP CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1979 ***********************************************************************
 KX1979  DESIGNATION -  BLANKET
 KX1979  PID         -  KX1979
 KX1979  STATE/COUNTY-  PA/ARMSTRONG
 KX1979  USGS QUAD   -  MOSGROVE (1993)
 KX1979
 KX1979                         *CURRENT SURVEY CONTROL
 KX1979  ___________________________________________________________________
 KX1979* NAD 83(1992)-  40 46 17.27222(N)    079 24 48.14148(W)     ADJUSTED  
 KX1979* NAVD 88     -       486.6    (meters)    1596.     (feet)  VERTCON   
 KX1979  ___________________________________________________________________
 KX1979  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 KX1979  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KX1979
 KX1979  HORZ ORDER  -  FIRST
 KX1979
 KX1979.The horizontal coordinates were established by classical geodetic methods
 KX1979.and adjusted by the National Geodetic Survey in June 2002..
 KX1979
 KX1979.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX1979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX1979
 KX1979.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1979
 KX1979.The geoid height was determined by GEOID03.
 KX1979
 KX1979;                    North         East     Units Scale Factor Converg.
 KX1979;SPC PA S     -   161,007.803   459,581.360   MT  0.99997514   -1 04 45.1
 KX1979;SPC PA S     -   528,239.77  1,507,809.85   sFT  0.99997514   -1 04 45.1
 KX1979;UTM  17      - 4,514,598.851   633,900.178   MT  0.99982068   +1 02 10.6
 KX1979
 KX1979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX1979!SPC PA S     -   0.99992888  x   0.99997514  =   0.99990403
 KX1979!UTM  17      -   0.99992888  x   0.99982068  =   0.99974958
 KX1979
 KX1979|---------------------------------------------------------------------|
 KX1979| PID    Reference Object                     Distance      Geod. Az  |
 KX1979|                                                           dddmmss.s |
 KX1979| CX3267 BLANKET RM 1                         18.830 METERS 12200     |
 KX1979| KX1976 ADAMS STEEL ERECTION RAD MAST       APPROX. 1.3 KM 1620628.1 |
 KX1979| KX1977 GRAHAM                               14.720 METERS 22756     |
 KX1979| CX3266 BLANKET AZ MK                                      2360107.3 |
 KX1979| KX1978 1                                     6.821 METERS 28008     |
 KX1979| KX2078 KITTANNING RAD STA WACB TOWER       APPROX.10.4 KM 2803029.5 |
 KX1979|---------------------------------------------------------------------|
 KX1979
 KX1979                          SUPERSEDED SURVEY CONTROL
 KX1979
 KX1979  NAD 83(1986)-  40 46 17.27561(N)    079 24 48.14714(W) AD(       ) 1
 KX1979  NAD 27      -  40 46 17.04160(N)    079 24 49.00160(W) AD(       ) 1
 KX1979  NGVD 29 (07/19/86)  486.8    (m)         1597.     (f) VERT ANG       
 KX1979
 KX1979.Superseded values are not recommended for survey control.
 KX1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1979.See file dsdata.txt to determine how the superseded data were derived.
 KX1979
 KX1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF3390014599(NAD 83)
 KX1979_MARKER: DS = TRIANGULATION STATION DISK
 KX1979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1979_MARK LOGO: CGS   
 KX1979_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX1979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1979+STABILITY: SURFACE MOTION
 KX1979
 KX1979  HISTORY     - Date     Condition        Report By
 KX1979  HISTORY     - 1958     MONUMENTED       CGS
 KX1979  HISTORY     - 1967     GOOD             CGS
 KX1979  HISTORY     - 1992     GOOD             LOCSUR
 KX1979  HISTORY     - 19921223 GOOD             LOCENG
 KX1979
 KX1979                          STATION DESCRIPTION
 KX1979
 KX1979'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX1979'THE STATION IS ABOUT 6.0 MILES EAST-SOUTHEAST OF KITTANNING AND 1/2
 KX1979'MILE NORTH OF U.S. HIGHWAY 422, ON THE HIGHEST PART OF A HILL
 KX1979'KNOWN LOCALLY AS BLANKET HILL, AND IS ON PROPERTY OWNED BY MR. JOSEPH
 KX1979'BAIR.
 KX1979'
 KX1979'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 66 AND U.S.
 KX1979'HIGHWAY 422, IN KITTANNING, GO SOUTHEASTERLY ON HIGHWAYS 66
 KX1979'AND 422 FOR 0.6 MILE TO A SIDE ROAD LEFT WHERE HIGHWAY 66 GOES
 KX1979'STRAIGHT AHEAD AND HIGHWAY 422 TURNS LEFT. TURN LEFT ON
 KX1979'HIGHWAY 422 AND GO 6.35 MILES TO A SIDE ROAD ON THE LEFT WHICH IS
 KX1979'ABOUT 100 FEET BEFORE REACHING CREST OF HILL. TURN
 KX1979'LEFT, GO NORTHERLY FOR 0.1 MILE TO A RACE TRACK. BEAR RIGHT AROUND
 KX1979'THE RACE TRACK AND GO 0.3 MILE TO THE NORTHWEST SIDE OF TRACK.
 KX1979'LEAVE RACE TRACK AND GO NORTH, UP HILL, FOR 0.25 MILE TO HIGHEST PART
 KX1979'OF HILL AND THE STATION.
 KX1979'
 KX1979'STATION MARKS ARE STANDARD DISKS STAMPED BLANKET 1958. THE SURFACE
 KX1979'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6
 KX1979'INCHES. IT IS 22 FEET NORTH-NORTHWEST OF A TRIANGULAR BLAZE ON A
 KX1979'4-INCH TREE. A STANDARD WITNESS POST WAS SET 4 FEET WEST OF
 KX1979'MARK. THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32
 KX1979'INCHES BELOW THE SURFACE OF THE GROUND.
 KX1979'
 KX1979'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BLANKET NO 1 1958, IS
 KX1979'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS
 KX1979'35 FEET EAST OF A TRIANGULAR BLAZE ON AN 8-INCH TREE.
 KX1979'
 KX1979'REFERENCE MARK NO. 2, IS A U.S. GEOLOGICAL SURVEY DISK, NO STAMPING,
 KX1979'SET IN A 6 X 7 INCH CONCRETE POST WHICH PROJECTS 8 INCHES. IT IS
 KX1979'ON THE HIGHEST POINT OF HILL.
 KX1979'
 KX1979'REFERENCE MARK NO. 3, IS A U.S. GEOLOGICAL SURVEY MARK. IT IS A CROSS
 KX1979'ON A 1-INCH IRON PIN, STAMPED 1, SET IN A 4 X 6 INCH
 KX1979'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 18 FEET WEST OF A
 KX1979'STANDARD WITNESS POST.
 KX1979'
 KX1979'NO AZIMUTH MARK WAS SET.
 KX1979'
 KX1979'HEIGHT OF LIGHT ABOVE STATION MARK 13 METERS.
 KX1979
 KX1979                          STATION RECOVERY (1967)
 KX1979
 KX1979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX1979'THE STATION AND ALL THE MARKS WERE RECOVERED IN GOOD CONDITION. DUE
 KX1979'TO ESTABLISHING AN AZIMUTH MARK AND ADDITIONAL MEASUREMENTS A
 KX1979'NEW DESCRIPTION FOLLOWS-
 KX1979'
 KX1979'THE STATION IS LOCATED ABOUT 6-1/4 MILES NORTHWEST OF ELDERTON, 6
 KX1979'MILES SOUTHEAST OF KITTANNING, 1/2 MILE NORTH OF U. S.
 KX1979'HIGHWAY 422 AND 1/4 MILE NORTH OF THE BLANKET HILL SPEEDWAY ON THE
 KX1979'HIGHEST PART OF THE HILL. THE PROPERTY IS OWNED BY MR. L.
 KX1979'BLAIR.
 KX1979'
 KX1979'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 422 AND STATE
 KX1979'HIGHWAY 210 IN ELDERTON GO WEST ON U. S.  HIGHWAY 422 FOR
 KX1979'6.5 MILES TO THE ENTRANCE OF BLANKET HILL SPEEDWAY ON THE RIGHT,
 KX1979'CONTINUE WEST ON U. S. HIGHWAY 422 FOR 0.3 MILE TO THE
 KX1979'BOTTOM OF THE HILL AND A GRAVEL CROSSROADS, (TO REACH THE AZIMUTH
 KX1979'MARK FROM THIS POINT TURN LEFT ON THE GRAVELED ROAD AND GO
 KX1979'SOUTH FOR 0.1 MILE TO A T-ROAD, TURN RIGHT AND GO WEST FOR 0.15 MILE
 KX1979'TO THE AZIMUTH MARK ON THE LEFT), TURN RIGHT AND GO NORTH ON
 KX1979'THE GRAVELED ROAD FOR 0.35 MILE TO A SIDE ROAD ON THE RIGHT
 KX1979'WITH A CABLE ACROSS THE ROAD, A KEY IS NEEDED, TURN RIGHT AND GO EAST
 KX1979'FOR 0.1 MILE TO A REVERSED Y-FORK, BEAR RIGHT AND CONTINUE
 KX1979'EASTERLY UP HILL FOR 0.95 MILE TO A RADIO TOWER AND THE STATION ON
 KX1979'THE RIGHT.
 KX1979'
 KX1979'THE STATION MARK IS 40 FEET NORTH OF A 10 INCH TREE WITH A TRIANGLE
 KX1979'BLAZE, 4.2 FEET EAST OF A 4 BY 4 FOOT WOODEN POST AND 3.1
 KX1979'FEET SOUTHWEST OF A METAL WITNESS POST. IT IS A STANDARD DISK SET IN
 KX1979'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES
 KX1979'AND IS STAMPED BLANKET 1958.
 KX1979'
 KX1979'REFERENCE MARK NO. 1 IS 62.3 FEET SOUTHEAST OF THE METAL WITNESS
 KX1979'POST, 35 FEET EAST OF THE 10 INCH TREE WITH THE TRIANGLE BLAZE
 KX1979'AND 16 FEET NORTH OF THE APPROXIMATE CENTER OF A TRACK ROAD. IT IS A
 KX1979'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 KX1979'PROJECTING 1 INCH AND IS STAMPED BLANKET NO 1 1958.
 KX1979'
 KX1979'REFERENCE MARK NO. 2 IS A U. S. GEOLOGICAL SURVEY DISK, UNSTAMPED,
 KX1979'SET IN A 6 BY 7 INCH CONCRETE POST PROJECTING 8 INCHES. IT IS
 KX1979'101 FEET NORTHEAST OF A RADIO MAST AND 51.1 FEET SOUTHWEST OF
 KX1979'THE METAL WITNESS POST.
 KX1979'
 KX1979'THE AZIMUTH MARK IS 39 FEET NORTHWEST OF A 36 INCH OAK TREE, 23 FEET
 KX1979'SOUTHWEST OF THE APPROXIMATE CENTER OF A GRAVEL ROAD AND 2.5 FEET
 KX1979'SOUTH OF A METAL WITNESS POST. IT IS A STANDARD DISK SET IN THE TOP
 KX1979'OF A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES AND
 KX1979'STAMPED BLANKET 1958 1967.
 KX1979'
 KX1979'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6 MILES SOUTHEAST
 KX1979'OF KITTANNING
 KX1979'
 KX1979'HEIGHT OF LIGHT ABOVE STATION MARK 59.1 FEET.
 KX1979
 KX1979                          STATION RECOVERY (1992)
 KX1979
 KX1979'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1992 (DM)
 KX1979'RECOVERED IN GOOD CONDITION.
 KX1979
 KX1979                          STATION RECOVERY (1992)
 KX1979
 KX1979'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992 (DM)
 KX1979'NOTE--THE STATION, RM NO 1, RM NO 2 AND RM NO 3 WERE RECOVERED IN GOOD
 KX1979'CONDITION.  THE STATION IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO
 KX1979'TREES BUT AN ECCENTRIC COULD BE ESTABLISHED IN ADJACENT CLEARING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1468 ***********************************************************************
 JW1468  DESIGNATION -  BLANKLEY RESET
 JW1468  PID         -  JW1468
 JW1468  STATE/COUNTY-  PA/BEDFORD
 JW1468  USGS QUAD   -  BEANS COVE (1977)
 JW1468
 JW1468                         *CURRENT SURVEY CONTROL
 JW1468  ___________________________________________________________________
 JW1468* NAD 83(1992)-  39 51 53.84527(N)    078 31 35.13024(W)     ADJUSTED  
 JW1468* NAVD 88     -       722.     (meters)    2369.     (feet)  SCALED    
 JW1468  ___________________________________________________________________
 JW1468  LAPLACE CORR-          -6.25  (seconds)                    DEFLEC99
 JW1468  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 JW1468
 JW1468  HORZ ORDER  -  FIRST
 JW1468
 JW1468.The horizontal coordinates were established by classical geodetic methods
 JW1468.and adjusted by the National Geodetic Survey in June 2002..
 JW1468
 JW1468.The orthometric height was scaled from a topographic map.
 JW1468
 JW1468.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1468
 JW1468.The geoid height was determined by GEOID03.
 JW1468
 JW1468;                    North         East     Units Scale Factor Converg.
 JW1468;SPC PA S     -    59,320.870   533,567.743   MT  1.00001140   -0 30 13.5
 JW1468;SPC PA S     -   194,621.89  1,750,546.84   sFT  1.00001140   -0 30 13.5
 JW1468;UTM  17      - 4,415,697.280   711,570.815   MT  1.00015110   +1 35 10.0
 JW1468
 JW1468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1468!SPC PA S     -   0.99989192  x   1.00001140  =   0.99990332
 JW1468!UTM  17      -   0.99989192  x   1.00015110  =   1.00004300
 JW1468
 JW1468:                Primary Azimuth Mark                     Grid Az
 JW1468:SPC PA S     -  BLANKLEY AZ MK                           009 36 42.1
 JW1468:UTM  17      -  BLANKLEY AZ MK                           007 31 18.6
 JW1468
 JW1468|---------------------------------------------------------------------|
 JW1468| PID    Reference Object                     Distance      Geod. Az  |
 JW1468|                                                           dddmmss.s |
 JW1468| CK6679 BLANKLEY AZ MK                                     0090628.6 |
 JW1468| CK6680 BLANKLEY RM 1                        27.362 METERS 14238     |
 JW1468| CK6682 BLANKLEY RM 3                        10.863 METERS 21836     |
 JW1468| CK6681 BLANKLEY RM 2                        31.403 METERS 29705     |
 JW1468|---------------------------------------------------------------------|
 JW1468
 JW1468                          SUPERSEDED SURVEY CONTROL
 JW1468
 JW1468  NAD 83(1995)-  39 51 53.84739(N)    078 31 35.13385(W) AD(       ) 1
 JW1468  NAD 83(1991)-  39 51 53.84776(N)    078 31 35.13574(W) AD(       ) 1
 JW1468  NAD 83(1986)-  39 51 53.84969(N)    078 31 35.13776(W) AD(       ) 1
 JW1468  NAD 27      -  39 51 53.54300(N)    078 31 36.07700(W) AD(       ) 1
 JW1468
 JW1468.Superseded values are not recommended for survey control.
 JW1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1468.See file dsdata.txt to determine how the superseded data were derived.
 JW1468
 JW1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE1157115697(NAD 83)
 JW1468_MARKER: DS = TRIANGULATION STATION DISK
 JW1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1468
 JW1468  HISTORY     - Date     Condition        Report By
 JW1468  HISTORY     - 1941     MONUMENTED       CGS
 JW1468  HISTORY     - 1967     POOR             CGS
 JW1468  HISTORY     - 1969     SEE DESCRIPTION  CGS
 JW1468  HISTORY     - 1970     GOOD             NGS
 JW1468
 JW1468                          STATION DESCRIPTION
 JW1468
 JW1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JW1468'THE STATION IS LOCATED ABOUT 2 MILES S OF THE VILLAGE OF RAINSBURG
 JW1468'AND AN ESTIMATED 100 YARDS SE OF THE HIGHEST POINT OF THE CLOSE
 JW1468'VICINITY.  IT IS 12 FEET NE OF THE CENTER LINE OF A WOODS ROAD,
 JW1468'OPPOSITE 12-INCH TWIN OAKS.  IT PROJECTS ABOUT 6 INCHES AND IS
 JW1468'STAMPED BLANKLEY 1941.
 JW1468'
 JW1468'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JW1468'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JW1468'
 JW1468'REFERENCE MARK NO. 1 IS 10 FEET SW OF THE CENTER OF THE ROAD.  IT
 JW1468'PROJECTS ABOUT 6 INCHES, AND IS STAMPED BLANKLEY NO 1 1941.
 JW1468'
 JW1468'REFERENCE MARK NO. 2 IS 12 FEET SW OF THE CENTER OF THE ROAD,
 JW1468'PROJECTS 6 INCHES, AND IS STAMPED BLANKLEY NO. 2 1941.
 JW1468'
 JW1468'THE AZIMUTH MARK IS 0.9 MILE N OF THE CROSSROADS IN RAINSBURG, 20
 JW1468'FEET W OF THE CENTER OF STATE HIGHWAY 326, AND 8 FEET S OF THE
 JW1468'PROJECTED CENTER OF A CAST-IRON CULVERT.  IT PROJECTS ABOUT 6 INCHES
 JW1468'AND IS STAMPED BLANKLEY 1941.
 JW1468'
 JW1468'TO REACH THE STATION FROM THE CROSSROADS IN RAINSBURG, GO SOUTHERLY
 JW1468'ON STATE HIGHWAY 326 FOR 2 MILES TO TOP OF RIDGE AND TAKE RIGHT FORK,
 JW1468'THENCE SOUTHWESTERLY ON THE BLANKLEY ROAD 1.1 MILES AND TURN RIGHT,
 JW1468'THENCE NORTHWESTERLY ON THE SHAFFER ROAD ABOUT 0.1 MILE TO THE
 JW1468'STATION ON THE RIGHT.
 JW1468'
 JW1468'A 64-FOOT TOWER IS NEEDED TO CLEAR ANY AND ALL LINES OBSERVED.
 JW1468
 JW1468                          STATION RECOVERY (1967)
 JW1468
 JW1468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (AMG)
 JW1468'SURFACE MARK DISTURBED.  UNDERGROUND AND REFERENCE MARKS NO 1 AND NO
 JW1468'2 FOUND IN GOOD CONDITION AS DESCRIBED.
 JW1468
 JW1468                          STATION RECOVERY (1969)
 JW1468
 JW1468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GLS)
 JW1468'THE STATION WAS RECOVERED AND SURFACE MARK WAS FOUND TO BE LEANING
 JW1468'OUT OF POSITION, APPARENTLY FROM BEING HIT BY SOME LARGE MACHINE
 JW1468'WITH A BLADE.  THE SUBSURFACE MARK, REFERENCE MARK NO. 1, REFERENCE
 JW1468'MARK NO. 2, AND THE AZIMUTH MARK WERE ALL RECOVERED AND FOUND TO BE
 JW1468'IN GOOD CONDITION.  THE POSITION OF THE STATION WAS HELD AND A NEW
 JW1468'STATION MARK WAS RESET.
 JW1468'
 JW1468'FOLLOWING IS A COMPLETE DESCRIPTION- THE STATION IS LOCATED ABOUT 2
 JW1468'MILES SOUTH OF THE VILLAGE OF RAINSBURG, 0.1 MILE NORTHWEST OF THE
 JW1468'INTERSECTION OF BLANKLEY ROAD AND SHAFFER ROAD, AND ABOUT 100 YARDS
 JW1468'SOUTHEAST OF THE HIGHEST POINT OF THE HILL.
 JW1468'THE MARK IS 14 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK
 JW1468'IS STAMPED BLANKLEY 1941 1969. THE ORIGINAL SUBSURFACE MARK
 JW1468'WAS NOT DISTURBED AND IS DIRECTLY BELOW THE MARK DESCRIBED.  THE
 JW1468'STATION IS- 28 FEET EAST OF A FORKED BLACK-OAK TREE, 16.5 FEET WEST
 JW1468'OF A 14-INCH TWIN OAK TREE, AND 10 FEET NORTHEAST OF THE
 JW1468'CENTERLINE OF A TRACK ROAD.  NOTES- 1A AND 7B.
 JW1468'
 JW1468'REFERENCE MARK NO. 1 WAS FOUND TO BE SOUTHEAST OF THE STATION INSTEAD
 JW1468'OF NORTHWEST AS INDICATED IN ORIGINAL DESCRIPTION. IT IS 11 FEET
 JW1468'SOUTHWEST OF THE CENTERLINE OF A TRACK ROAD, PROJECTS 4 INCHES AND
 JW1468'THE DISK IS STAMPED BLANKLEY NO 1 1941. NOTE- 11A.
 JW1468'
 JW1468'REFERENCE MARK NO. 2 IS 12 FEET SOUTHWEST OF THE CENTERLINE OF TRACK
 JW1468'ROAD, PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED BLANKLEY
 JW1468'NO 2 1941.  NOTE 11A.
 JW1468'
 JW1468'A NEW REFERENCE MARK NO. 3 WAS ESTABLISHED TO HELP IN THE RECOVERY OF
 JW1468'THE STATION.  IT IS 25 FEET SOUTHWEST OF THE CENTERLINE OF
 JW1468'TRACK ROAD, 11 FEET SOUTH OF A DOUBLE BLACK-OAK TREE, 10 FEET
 JW1468'NORTHEAST OF THE CENTERLINE OF A DIM WOODS ROAD, AND 7 FEET NORTH
 JW1468'OF A WHITE-OAK TREE.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE
 JW1468'GROUND AND THE DISK IS STAMPED BLANKLEY NO 3 1941.  NOTE- 11B.
 JW1468'
 JW1468'THE AZIMUTH MARK IS 0.9 MILE NORTH OF THE CROSSROAD IN RAINSBURG.  IT
 JW1468'IS 20 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 326, 9 FEET SOUTH
 JW1468'OF THE WEST END OF A METAL CULVERT, AND 1 FOOT EAST OF A FENCE CORNER
 JW1468'POST.  THE MARK IS COVERED WITH ABOUT TWO INCHES OF SOIL.  THE DISK
 JW1468'IS STAMPED BLANKLEY 1941.  NOTE- 16A.  NOTE- THIS MARK IS NO LONGER
 JW1468'VISIBLE TO THE STATION FROM A GROUND SETUP, TREES AT THE STATION
 JW1468'OBSTRUCT THE VISIBILITY BETWEEN MARKS.
 JW1468'
 JW1468'TO REACH THE STATION FROM THE CROSSROAD IN RAINSBURG, GO SOUTHERLY OF
 JW1468'STATE HIGHWAY 326 FOR 2.0 MILES TO THE TOP OF RIDGE AND A ROAD
 JW1468'FORK, TAKE RIGHT FORK AND GO SOUTHWESTERLY ON BLANKLEY ROAD FOR 1.1
 JW1468'MILES TO A ROAD RIGHT, TURN RIGHT AND GO 0.1 MILE TO THE STATION ON
 JW1468'THE RIGHT.
 JW1468'
 JW1468'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MILES SOUTH OF
 JW1468'RAINSBURG.
 JW1468
 JW1468                          STATION RECOVERY (1970)
 JW1468
 JW1468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JW1468'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 JW1468'AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN RECOVERY NOTE OF 1969.
 JW1468'REFERENCE MARK NO. 3 WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING
 JW1468'EXCEPTION, IT IS 38 FEET SOUTH OF A METAL WITNESS POST AND SIGN
 JW1468'AND THE DISK IS STAMPED BLANKLEY NO 3 1958 1969.
 JW1468'
 JW1468'THE STATION IS 2.0 FEET SOUTH OF A METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JX1882 ***********************************************************************
 JX1882  DESIGNATION -  BLOOM
 JX1882  PID         -  JX1882
 JX1882  STATE/COUNTY-  PA/GREENE
 JX1882  USGS QUAD   -  WIND RIDGE (1997)
 JX1882
 JX1882                         *CURRENT SURVEY CONTROL
 JX1882  ___________________________________________________________________
 JX1882* NAD 83(1992)-  39 56 57.96915(N)    080 29 50.17401(W)     ADJUSTED  
 JX1882* NAVD 88     -       426.73   (+/-2cm)    1400.0    (feet)  VERTCON   
 JX1882  ___________________________________________________________________
 JX1882  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 JX1882  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 JX1882
 JX1882  HORZ ORDER  -  THIRD
 JX1882  VERT ORDER  -  THIRD ? (See Below)
 JX1882
 JX1882.The horizontal coordinates were established by classical geodetic methods
 JX1882.and adjusted by the National Geodetic Survey in June 2002..
 JX1882
 JX1882.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1882.The vertical order pertains to the NGVD 29 superseded value.
 JX1882
 JX1882.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1882
 JX1882.The geoid height was determined by GEOID03.
 JX1882
 JX1882;                    North         East     Units Scale Factor Converg.
 JX1882;SPC PA S     -    72,060.268   365,265.470   MT  0.99999752   -1 46 56.7
 JX1882;SPC PA S     -   236,417.73  1,198,375.13   sFT  0.99999752   -1 46 56.7
 JX1882;SPC WV N     -   161,387.697   514,781.885   MT  0.99995664   -0 38 09.7
 JX1882;UTM  17      - 4,422,266.098   542,944.568   MT  0.99962270   +0 19 22.1
 JX1882
 JX1882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1882!SPC PA S     -   0.99993832  x   0.99999752  =   0.99993584
 JX1882!SPC WV N     -   0.99993832  x   0.99995664  =   0.99989497
 JX1882!UTM  17      -   0.99993832  x   0.99962270  =   0.99956105
 JX1882
 JX1882:                Primary Azimuth Mark                     Grid Az
 JX1882:SPC PA S     -  BLOOM AZ MK                              107 04 46.6
 JX1882:SPC WV N     -  BLOOM AZ MK                              105 55 59.6
 JX1882:UTM  17      -  BLOOM AZ MK                              104 58 27.8
 JX1882
 JX1882|---------------------------------------------------------------------|
 JX1882| PID    Reference Object                     Distance      Geod. Az  |
 JX1882|                                                           dddmmss.s |
 JX1882| CX3268 BLOOM AZ MK                                        1051749.9 |
 JX1882| JX1884 BRISTORIA RAD STA KGB 823 MAST      APPROX.10.3 KM 1134057.5 |
 JX1882| JX1973 CAMERON RADIO STA KNJ 54 MAST       APPROX.11.4 KM 2220957.7 |
 JX1882| CX3269 BLOOM RM 1                           58.961 METERS 26559     |
 JX1882| CX3270 BLOOM RM 2                           64.453 METERS 30441     |
 JX1882|---------------------------------------------------------------------|
 JX1882
 JX1882                          SUPERSEDED SURVEY CONTROL
 JX1882
 JX1882  NAD 83(1995)-  39 56 57.96914(N)    080 29 50.17402(W) AD(       ) 3
 JX1882  NAD 83(1986)-  39 56 57.97559(N)    080 29 50.18077(W) AD(       ) 3
 JX1882  NAD 27      -  39 56 57.69980(N)    080 29 50.92170(W) AD(       ) 3
 JX1882  NGVD 29 (07/19/86)  426.87   (m)         1400.5    (f) LEVELING    3  
 JX1882
 JX1882.Superseded values are not recommended for survey control.
 JX1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1882.See file dsdata.txt to determine how the superseded data were derived.
 JX1882
 JX1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE4294522266(NAD 83)
 JX1882_MARKER: DS = TRIANGULATION STATION DISK
 JX1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1882_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1882
 JX1882  HISTORY     - Date     Condition        Report By
 JX1882  HISTORY     - 1963     MONUMENTED       USGS
 JX1882
 JX1882                          STATION DESCRIPTION
 JX1882
 JX1882'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (VBM)
 JX1882'NO MEASUREMENT BETWEEN R.M.S BECAUSE AREA BETWEEN WAS UNDER
 JX1882'CULTIVATION.
 JX1882'
 JX1882'THE STATION IS LOCATED ON A LONG FLAT TOP RIDGE IN AN OPEN PASTURE
 JX1882'LAND OWNED BY MR. LESLIE PARSONS ABOUT 6 MILES NORTH NORTHEAST
 JX1882'OF ROCK LICK, WEST VIRGINIA, AND 4 MILES NORTHWEST OF WIND RIDGE.  IT
 JX1882'IS A STANDARD U.S.  GEOLOGICAL STATION MARK DISK SET
 JX1882'IN THE TOP OF AN 8 BY 8 INCH CONCRETE POST, 147 FEET SOUTHWEST OF A
 JX1882'POWERLINE POLE, 211 FEET SOUTHEAST OF THE NORTHEAST
 JX1882'GATE POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 JX1882'STAMPED BLOOM 1957 1400.
 JX1882'
 JX1882'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 250 AND WEST
 JX1882'VIRGINIA STATE HIGHWAY 89, 3 MILES NORTH OF CAMERON, WEST
 JX1882'VIRGINIA, GO EASTERLY ON HIGHWAY 89 FOR 1.65 MILES TO SMALL
 JX1882'SETTLEMENT OF ROCK LICK.  CONTINUE EASTERLY FOR 0.6 MILE
 JX1882'TO PENNSYLVANIA-WEST VIRGINIA STATE LINE.  CONTINUE 0.15 MILE TO A
 JX1882'PAVED ROAD LEFT.  TURN LEFT AND GO NORTHERLY ON PAVED ROAD
 JX1882'FOR 3.7 MILES TO A T INTERSECTION.  TURN LEFT ON GRAVELED ROAD FOR
 JX1882'0.3 MILE TO A SIDE ROAD LEFT JUST AFTER CROSSING A
 JX1882'CONCRETE BRIDGE.  CONTINUE ON GRAVELED ROAD FOR 0.4 MILE TO
 JX1882'A CROSSROAD AT TOP OF RIDGE AND HOUSE ON THE LEFT.  CONTINUE
 JX1882'AHEAD ON GRAVELED ROAD FOR 0.85 MILE TO THE AZIMUTH
 JX1882'MARK ON THE LEFT.  CONTINUE FOR 0.8 MILE TO A GRAVELED SIDE ROAD
 JX1882'LEFT.  TURN LEFT AND GO SOUTHERLY UP STEEP GRADE TO A
 JX1882'SHARP CURVE AND HOUSE ON THE LEFT IN THE CURVE.  CONTINUE ABOUT 50
 JX1882'FEET TO A GATE ON LEFT.  TURN LEFT THROUGH GATE AND GO
 JX1882'0.1 MILE TO A BOARD GATE AND STATION AS DESCRIBED.
 JX1882'
 JX1882'REFERENCE MARK 1 IS A STANDARD USGS REFERENCE MARK DISK SET IN THE
 JX1882'TOP OF AN 8 BY 8 INCH CONCRETE BLOCK THAT PROJECTS 6
 JX1882'INCHES.  IT IS 2 FEET EAST OF A WIRE FENCE AND 88 FEET SOUTHWEST OF
 JX1882'THE SOUTHWEST GATE POST.  THE DISK IS STAMPED BLOOM NO 1 1957
 JX1882'1388.
 JX1882'
 JX1882'REFERENCE MARK 2 IS A STANDARD USGS REFERENCE MARK DISK SET IN THE
 JX1882'TOP OF AN 8 BY 8 INCH CONCRETE BLOCK THAT PROJECTS 6
 JX1882'INCHES.  IT IS 2 FEET EAST OF A WIRE FENCE, 9 FEET SOUTHWEST OF A
 JX1882'POWERLINE POLE, 1 FOOT EAST OF WITNESS POST AND 29 FEET
 JX1882'NORTH OF THE NORTHEAST GATE POST.  THE DISK IS STAMPED BLOOM NO 2
 JX1882'1957 1387.
 JX1882'
 JX1882'THE AZIMUTH MARK IS 1 FOOT NORTH OF A WITNESS POST, 14 FEET EAST OF
 JX1882'THE CENTERLINE OF A GRAVELED ROAD, 1 FOOT NORTH OF A
 JX1882'TELEPHONE POLE AND 81 FEET SOUTHEAST OF THE SOUTH GATE POST.  THE
 JX1882'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED BLOOM
 JX1882'1963 USGS.
 JX1882'
 JX1882'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1693 ***********************************************************************
 LZ1693  DESIGNATION -  BLOOM
 LZ1693  PID         -  LZ1693
 LZ1693  STATE/COUNTY-  PA/TIOGA
 LZ1693  USGS QUAD   -  KNOXVILLE (1969)
 LZ1693
 LZ1693                         *CURRENT SURVEY CONTROL
 LZ1693  ___________________________________________________________________
 LZ1693* NAD 83(1992)-  41 55 05.62966(N)    077 22 33.23547(W)     ADJUSTED  
 LZ1693* NAVD 88     -       613.     (meters)    2011.     (feet)  SCALED    
 LZ1693  ___________________________________________________________________
 LZ1693  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 LZ1693  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 LZ1693
 LZ1693  HORZ ORDER  -  FIRST
 LZ1693
 LZ1693.The horizontal coordinates were established by classical geodetic methods
 LZ1693.and adjusted by the National Geodetic Survey in June 2002..
 LZ1693
 LZ1693.The orthometric height was scaled from a topographic map.
 LZ1693
 LZ1693.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1693
 LZ1693.The geoid height was determined by GEOID03.
 LZ1693
 LZ1693;                    North         East     Units Scale Factor Converg.
 LZ1693;SPC PA N     -   194,589.736   631,033.971   MT  0.99999500   +0 14 50.9
 LZ1693;SPC PA N     -   638,416.49  2,070,317.29   sFT  0.99999500   +0 14 50.9
 LZ1693;SPC NY C     -   213,315.983   184,255.233   MT  0.99999067   -0 31 46.2
 LZ1693;SPC NY C     -   699,854.19    604,510.71   sFT  0.99999067   -0 31 46.2
 LZ1693;UTM  18      - 4,643,427.422   302,975.845   MT  1.00007769   -1 35 16.0
 LZ1693
 LZ1693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1693!SPC PA N     -   0.99990893  x   0.99999500  =   0.99990393
 LZ1693!SPC NY C     -   0.99990893  x   0.99999067  =   0.99989960
 LZ1693!UTM  18      -   0.99990893  x   1.00007769  =   0.99998661
 LZ1693
 LZ1693:                Primary Azimuth Mark                     Grid Az
 LZ1693:SPC PA N     -  ELK                                      051 54 20.3
 LZ1693:SPC NY C     -  ELK                                      052 40 57.4
 LZ1693:UTM  18      -  ELK                                      053 44 27.2
 LZ1693
 LZ1693|---------------------------------------------------------------------|
 LZ1693| PID    Reference Object                     Distance      Geod. Az  |
 LZ1693|                                                           dddmmss.s |
 LZ1693| LZ1681 ELK                                 APPROX. 9.6 KM 0520911.2 |
 LZ1693| CK6686 BLOOM RM 1                            1.180 METERS 25017     |
 LZ1693| CK6687 BLOOM RM 2                           88.400 METERS 30931     |
 LZ1693|---------------------------------------------------------------------|
 LZ1693
 LZ1693                          SUPERSEDED SURVEY CONTROL
 LZ1693
 LZ1693  NAD 83(1996)-  41 55 05.62774(N)    077 22 33.23507(W) AD(       ) 1
 LZ1693  NAD 83(1986)-  41 55 05.62966(N)    077 22 33.23119(W) AD(       ) 1
 LZ1693  NAD 27      -  41 55 05.36838(N)    077 22 34.29606(W) AD(       ) 1
 LZ1693
 LZ1693.Superseded values are not recommended for survey control.
 LZ1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1693.See file dsdata.txt to determine how the superseded data were derived.
 LZ1693
 LZ1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM0297643427(NAD 83)
 LZ1693_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1693
 LZ1693  HISTORY     - Date     Condition        Report By
 LZ1693  HISTORY     - 1929     MONUMENTED       CGS
 LZ1693  HISTORY     - 1930     SEE DESCRIPTION  CGS
 LZ1693  HISTORY     - 1932     SEE DESCRIPTION  CGS
 LZ1693
 LZ1693                          STATION DESCRIPTION
 LZ1693
 LZ1693'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 LZ1693'STATION IS IN DEERFIELD TOWNSHIP ABOUT 4 MILES SE OF KNOXVILLE ON
 LZ1693'LAND OWNED BY MR. GEORGE BLOOM WHO LIVES IN KNOXVILLE.
 LZ1693'THE STATION IS ON THE HIGHEST POINT OF WOODED HILL ABOUT 1/8 MILE NE
 LZ1693'OF MR. BLOOMS FARMHOUSE.  AN OLD ROAD LEADS FROM THE FARM
 LZ1693'BUILDINGS TO THE STATION.  CLEARED LINES FROM THE 2 REFERENCE MARKS
 LZ1693'AT THE EDGE OF WOODS INTERSECT AT THE STATION AT AN
 LZ1693'ANGLE OF 60 DEGREES.
 LZ1693'
 LZ1693'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 LZ1693'AS DESCRIBED IN NOTES 1A, 7A, AND 11A.  THE SURFACE MARK
 LZ1693'PROJECTS 6 INCHES ABOVE THE SURFACE.
 LZ1693'
 LZ1693'REFERENCE MARK NO. 1 IS W BY S FROM STATION AT EDGE OF WOODS AND
 LZ1693'REFERENCE MARK NO. 2 IS NW OF STATION AT EDGE OF
 LZ1693'WOODS.  BOTH MARKS PROJECT 6 INCHES ABOVE THE SURFACE.
 LZ1693'
 LZ1693'TO REACH STATION FROM KNOXVILLE GO E ON MAIN HIGHWAY TO FIRST RIGHT
 LZ1693'HAND ROAD (ACADEMY CORNERS).  TURN S ON THIS ROAD,
 LZ1693'FOLLOWING MAIN ROAD STRAIGHT AHEAD 1.9 MILES TO FORK WITH FARM
 LZ1693'BUILDINGS ON RIGHT.  TAKE LEFT FORK AND FOLLOW 1.9 MILES TO WHITE
 LZ1693'HOUSE ON RIGHT OF ROAD AND 2 LARGE BARNS ON LEFT OF ROAD.  STATION IS
 LZ1693'1/8 MILE NE ON HIGHEST POINT OF TIMBERED KNOB.
 LZ1693'
 LZ1693'HEIGHT OF SIGNAL ABOVE STATION MARK 27 METERS.
 LZ1693
 LZ1693                          STATION RECOVERY (1930)
 LZ1693
 LZ1693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (RLP)
 LZ1693'STATION RECOVERED AS DESCRIBED.  MARK AND REFERENCE MARKS IN GOOD
 LZ1693'CONDITION.
 LZ1693
 LZ1693                          STATION RECOVERY (1932)
 LZ1693
 LZ1693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (ERM)
 LZ1693'STATION RECOVERED.  MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1902 ***********************************************************************
 LZ1902  DESIGNATION -  BLOOM
 LZ1902  PID         -  LZ1902
 LZ1902  STATE/COUNTY-  PA/COLUMBIA
 LZ1902  USGS QUAD   -  BLOOMSBURG (1983)
 LZ1902
 LZ1902                         *CURRENT SURVEY CONTROL
 LZ1902  ___________________________________________________________________
 LZ1902* NAD 83(1992)-  41 01 02.08652(N)    076 26 52.23265(W)     ADJUSTED  
 LZ1902* NAVD 88     -       281.5    (meters)     924.     (feet)  VERTCON   
 LZ1902  ___________________________________________________________________
 LZ1902  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 LZ1902  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 LZ1902
 LZ1902  HORZ ORDER  -  SECOND
 LZ1902
 LZ1902.The horizontal coordinates were established by classical geodetic methods
 LZ1902.and adjusted by the National Geodetic Survey in June 2002..
 LZ1902
 LZ1902.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1902
 LZ1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1902
 LZ1902.The geoid height was determined by GEOID03.
 LZ1902
 LZ1902;                    North         East     Units Scale Factor Converg.
 LZ1902;SPC PA N     -    95,283.328   709,522.511   MT  0.99998109   +0 51 41.1
 LZ1902;SPC PA N     -   312,608.72  2,327,825.10   sFT  0.99998109   +0 51 41.1
 LZ1902;UTM  18      - 4,541,681.118   378,264.159   MT  0.99978240   -0 57 01.1
 LZ1902
 LZ1902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1902!SPC PA N     -   0.99996098  x   0.99998109  =   0.99994207
 LZ1902!UTM  18      -   0.99996098  x   0.99978240  =   0.99974339
 LZ1902
 LZ1902|---------------------------------------------------------------------|
 LZ1902| PID    Reference Object                     Distance      Geod. Az  |
 LZ1902|                                                           dddmmss.s |
 LZ1902| CB2787 BLOOM RM 1                           14.569 METERS 02843     |
 LZ1902| CB2786 BLOOM AZ MK                                        1670755.6 |
 LZ1902| KW2999 BLOOMSBURG MAGEE CARPET STACK       APPROX. 2.7 KM 2021443.7 |
 LZ1902| KW2998 BLOOMSBURG MAGEE CARPET TANK        APPROX. 2.8 KM 2042645.0 |
 LZ1902| KW3001 BLOOMSBURG RAD STA WHLM S MAST      APPROX. 4.2 KM 2311443.2 |
 LZ1902| CB2788 BLOOM RM 2                           22.702 METERS 31031     |
 LZ1902|---------------------------------------------------------------------|
 LZ1902
 LZ1902                          SUPERSEDED SURVEY CONTROL
 LZ1902
 LZ1902  NAD 83(1986)-  41 01 02.08633(N)    076 26 52.22886(W) AD(       ) 2
 LZ1902  NAD 27      -  41 01 01.77290(N)    076 26 53.42725(W) AD(       ) 2
 LZ1902  NGVD 29 (07/19/86)  281.7    (m)          924.     (f) VERT ANG       
 LZ1902
 LZ1902.Superseded values are not recommended for survey control.
 LZ1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1902.See file dsdata.txt to determine how the superseded data were derived.
 LZ1902
 LZ1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL7826441681(NAD 83)
 LZ1902_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1902_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LZ1902
 LZ1902  HISTORY     - Date     Condition        Report By
 LZ1902  HISTORY     - 1958     MONUMENTED       CGS
 LZ1902  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LZ1902  HISTORY     - 1968     SEE DESCRIPTION  USGS
 LZ1902  HISTORY     - 1972     SEE DESCRIPTION  NGS
 LZ1902
 LZ1902                          STATION DESCRIPTION
 LZ1902
 LZ1902'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ1902'THE STATION IS LOCATED ABOUT 1.0 MILE NORTHEAST OF BLOOMSBURG, AT THE
 LZ1902'BLOOMSBURG COUNTRY CLUB WHICH IS ON THE TOP OF THE EAST AND WEST
 LZ1902'RIDGE LOCALLY KNOWN AS TURKEY HILL.
 LZ1902'
 LZ1902'TO REACH FROM THE JUNCTIONS OF U.S. HIGHWAY 11 AND STATE HIGHWAYS 44
 LZ1902'AND 339 IN BLOOMSBURG, GO NORTHEAST ON STATE HIGHWAY 339 FOR
 LZ1902'0.8 MILE TO A GRAVEL SIDE ROAD ON THE LEFT, TURN LEFT ON GRAVEL ROAD
 LZ1902'AND GO 0.4 MILE TO THE GOLF COURSE CLUB HOUSE AND THE STATION
 LZ1902'APPROXIMATELY 90 FEET EAST OF THE CLUB HOUSE.
 LZ1902'
 LZ1902'STATION MARKS ARE STANDARD DISKS STAMPED BLOOM 1958.  THE SURFACE
 LZ1902'DISK IS SET IN A ROUND CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 LZ1902'THE GROUND.  IT IS 48 FEET NORTH OF A POWER POLE, 43 FEET SOUTH OF
 LZ1902'THE SOUTH EDGE OF THE PARKING LOT AND 71 FEET EAST OF A 14 INCH
 LZ1902'MAPLE TREE.  THE UNDERGROUND DISK IS SET IN A IRREGULAR MASS OF
 LZ1902'CONCRETE 34 INCHES BELOW THE SURFACE OF THE GROUND.
 LZ1902'
 LZ1902'REFERENCE MARK NO.1, A STANDARD DISK STAMPED BLOOM NO 1 1958, IS SET
 LZ1902'IN A ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT
 LZ1902'IS 3 FEET SOUTH OF A POWER POLE AND NEAR THE SOUTHEAST CORNER OF THE
 LZ1902'PARKING LOT.
 LZ1902'
 LZ1902'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BLOOM NO 2 1958, IS SET
 LZ1902'IN A ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 LZ1902'2 FEET WEST OF A POWER POLE WITH A TRANSFORMER AND NEAR THE SOUTHWEST
 LZ1902'CORNER OF THE PARKING LOT.
 LZ1902'
 LZ1902'AZIMUTH MARK, A STANDARD DISK STAMPED BLOOM 1958, IS CEMENTED IN A
 LZ1902'DRILL HOLE IN THE SOUTH CURB OF SECOND STREET.  IT IS 38.5 FEET NORTH
 LZ1902'OF THE NORTHWEST CORNER OF A BRICK HOUSE, 18 FEET SOUTH OF THE CENTER
 LZ1902'OF SECOND STREET AND 3.5 FEET WEST OF THE WEST EDGE OF STONE
 LZ1902'SIDEWALK.
 LZ1902'
 LZ1902'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRAVEL ROAD
 LZ1902'FOR 0.4 MILE TO STATE HIGHWAY 339, TURN RIGHT AND GO WESTERLY FOR
 LZ1902'0.15 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT ON SURFACED ROAD AND
 LZ1902'GO SOUTHERLY FOR
 LZ1902'0.2 MILE TO THE INTERSECTION OF SECOND STREET, TURN RIGHT AND GO
 LZ1902'ABOUT 150 FEET TO THE SECOND BRICK HOUSE ON THE LEFT AND THE AZIMUTH
 LZ1902'MARK ON THE LEFT.
 LZ1902
 LZ1902                          STATION RECOVERY (1959)
 LZ1902
 LZ1902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LZ1902'THE STATION MARK, REFERENCE MARK NO 1, NO 2 AND THE AZIMUTH MARK WERE
 LZ1902'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION A TYPOGRAPHICAL
 LZ1902'ERROR WAS NOTED ON THE DISTANCES TO THE REFERENCE MARKS.  THE
 LZ1902'DESCRIPTION OF THE TO REACH AND FOR RECOVERY IS ADEQUATE.
 LZ1902
 LZ1902                          STATION RECOVERY (1968)
 LZ1902
 LZ1902'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (AIM)
 LZ1902'ALL MARKS FOUND AS DESCRIBED.
 LZ1902'
 LZ1902'HEIGHT OF LIGHT ABOVE STATION MARK - 43.2 FEET
 LZ1902
 LZ1902                          STATION RECOVERY (1972)
 LZ1902
 LZ1902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LZ1902'THE STATION WAS DESTROYED DURING THE CONSTRUCTION OF A STADIUM.  THE
 LZ1902'AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  ALL
 LZ1902'OTHER MARKS WERE DESTROYED.
 LZ1902'
 LZ1902'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BLOOM 1958, CEMENTED IN A
 LZ1902'DRILL HOLE IN A CURB ON THE EAST SIDE OF SECOND STREET WHICH
 LZ1902'PROJECTS 6 INCHES ABOVE THE ROAD.  IT IS 16 FEET EAST OF THE CENTER
 LZ1902'OF SECOND STREET AND JUST OPPOSITE THE SECOND HOUSE ON THE RIGHT
 LZ1902'BEFORE REACHING A SIDE STREET LEFT.
 LZ1902'
 LZ1902'TO REACH THE AZIMUTH FROM THE POLICE STATION AT THE INTERSECTION OF
 LZ1902'STATE HIGHWAY 42 AND SECOND STREET AT THE POLICE STATION IN
 LZ1902'BLOOMSBURG, GO NORTHERLY ON SECOND STREET FOR 0.4 MILE TO THE SECOND
 LZ1902'HOUSE ON THE RIGHT, JUST BEFORE REACHING A SIDE ROAD LEFT AND THE
 LZ1902'AZIMUTH MARK ON THE RIGHT.  THIS IS 0.05 MILE BEFORE REACHING THE END
 LZ1902'OF SECOND STREET.
 LZ1902'
 LZ1902'AIRLINE DISTANCE FROM NEAREST TOWN- 1 MILE NORTH OF BLOOMSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1222 ***********************************************************************
 LY1222  DESIGNATION -  BLOOMING
 LY1222  PID         -  LY1222
 LY1222  STATE/COUNTY-  PA/PIKE
 LY1222  USGS QUAD   -  PROMISED LAND (1997)
 LY1222
 LY1222                         *CURRENT SURVEY CONTROL
 LY1222  ___________________________________________________________________
 LY1222* NAD 83(1992)-  41 21 04.18382(N)    075 07 56.67899(W)     ADJUSTED  
 LY1222* NAVD 88     -       495.915  (meters)    1627.01   (feet)  ADJUSTED  
 LY1222  ___________________________________________________________________
 LY1222  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 LY1222  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 LY1222  DYNAMIC HT  -         495.686 (meters)    1626.26  (feet)  COMP
 LY1222  MODELED GRAV-     980,145.2   (mgal)                       NAVD 88
 LY1222
 LY1222  HORZ ORDER  -  SECOND
 LY1222  VERT ORDER  -  SECOND    CLASS 0
 LY1222
 LY1222.The horizontal coordinates were established by classical geodetic methods
 LY1222.and adjusted by the National Geodetic Survey in June 2002..
 LY1222
 LY1222.The orthometric height was determined by differential leveling
 LY1222.and adjusted by the National Geodetic Survey in June 1991..
 LY1222
 LY1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY1222
 LY1222.The geoid height was determined by GEOID03.
 LY1222
 LY1222.The dynamic height is computed by dividing the NAVD 88
 LY1222.geopotential number by the normal gravity value computed on the
 LY1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1222.degrees latitude (g = 980.6199 gals.).
 LY1222
 LY1222.The modeled gravity was interpolated from observed gravity values.
 LY1222
 LY1222;                    North         East     Units Scale Factor Converg.
 LY1222;SPC PA N     -   134,852.490   819,015.684   MT  0.99995751   +1 43 53.9
 LY1222;SPC PA N     -   442,428.54  2,687,053.96   sFT  0.99995751   +1 43 53.9
 LY1222;UTM  18      - 4,577,749.042   488,923.358   MT  0.99960151   -0 05 14.9
 LY1222
 LY1222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY1222!SPC PA N     -   0.99992722  x   0.99995751  =   0.99988473
 LY1222!UTM  18      -   0.99992722  x   0.99960151  =   0.99952875
 LY1222
 LY1222|---------------------------------------------------------------------|
 LY1222| PID    Reference Object                     Distance      Geod. Az  |
 LY1222|                                                           dddmmss.s |
 LY1222| CB2789 BLOOMING RM 1                        14.670 METERS 05432     |
 LY1222| LY1221 BLOOMING AZ MK                                     1422741.4 |
 LY1222| LY1223 BLOOMING RM 2                        15.280 METERS 19336     |
 LY1222| LY1163 PROMISED                            APPROX. 6.1 KM 2410508.5 |
 LY1222|---------------------------------------------------------------------|
 LY1222
 LY1222                          SUPERSEDED SURVEY CONTROL
 LY1222
 LY1222  NAD 83(1996)-  41 21 04.18404(N)    075 07 56.67968(W) AD(       ) 2
 LY1222  NAD 83(1996)-  41 21 04.18452(N)    075 07 56.68045(W) AD(       ) 2
 LY1222  NAD 83(1986)-  41 21 04.18583(N)    075 07 56.67970(W) AD(       ) 2
 LY1222  NAD 27      -  41 21 03.85660(N)    075 07 58.04710(W) AD(       ) 2
 LY1222  NGVD 29 (??/??/92)  496.093  (m)         1627.60   (f) ADJ UNCH    2 0
 LY1222
 LY1222.Superseded values are not recommended for survey control.
 LY1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1222.See file dsdata.txt to determine how the superseded data were derived.
 LY1222
 LY1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8892377749(NAD 83)
 LY1222_MARKER: DS = TRIANGULATION STATION DISK
 LY1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1222_STAMPING: BLOOMING 1959
 LY1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1222+STABILITY: SURFACE MOTION
 LY1222
 LY1222  HISTORY     - Date     Condition        Report By
 LY1222  HISTORY     - 1959     MONUMENTED       CGS
 LY1222  HISTORY     - 1959     GOOD             CGS
 LY1222  HISTORY     - 20040424 GOOD             INDIV
 LY1222
 LY1222                          STATION DESCRIPTION
 LY1222
 LY1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY1222'THE STATION IS LOCATED ON THE HIGHEST POINT OF A TIMBER COVERED HILL.
 LY1222'ABOUT 17 MILES WEST OF MILFORD, ABOUT 9 MILES
 LY1222'SOUTH-SOUTHEAST OF HAWLEY, ABOUT 5 MILES NORTHEAST OF PROMISED LAND
 LY1222'LAKE, 2 MILES SOUTH-SOUTHEAST OF BLOOMING GROVE, ABOUT 0.3
 LY1222'MILE SOUTHEAST OF SCOTT LAKE AND IS ON PROPERTY OWNED BY THE BLOOMING
 LY1222'GROVE HUNTING CLUB.
 LY1222'
 LY1222'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 LY1222'HIGHWAY 590, ABOUT 1.0 MILE SOUTH OF HAWLEY, GO SOUTH ON
 LY1222'U.S. HIGHWAY 6 FOR 1.35 MILES TO A FORK, THE JUNCTION OF U.S. HIGHWAY
 LY1222'6 AND STATE HIGHWAY 507. TAKE THE LEFT FORK, AND GO EAST AND
 LY1222'SOUTHEAST ON U.S. HIGHWAY 6 FOR 2.48 MILES TO THE JUNCTION OF U.S.
 LY1222'HIGHWAY 6 AND STATE HIGHWAY 402. TURN RIGHT AND GO SOUTH ON
 LY1222'STATE HIGHWAY 402 FOR 4.29 MILES TO A CROSSROAD AND A STONE CHURCH
 LY1222'IN THE SOUTHEAST ANGLE OF THE INTERSECTION. CONTINUE SOUTH ON
 LY1222'STATE HIGHWAY 402 FOR 1.6 MILES TO THE SUMMIT OF THE GRADE,
 LY1222'A LOCKED CABLE GATE ACROSS A PRIVATE ROADWAY AND SIGN PRIVATE ROAD
 LY1222'KEEP OUT ON THE RIGHT, NORTHWEST SIDE OF THE HIGHWAY. THE
 LY1222'KEY TO THE LOCKED GATE MAY BE GOTTEN FROM THE BLOOMING GROVE HUNTING
 LY1222'CLUB. TURN RIGHT AND GO NORTH-NORTHWEST ON THE TRACK ROAD FOR
 LY1222'0.07 MILE TO A 8-INCH TRIANGULAR BLAZED MAPLE TREE AND THE AZIMUTH
 LY1222'MARK ON THE RIGHT HAND SIDE OF THE TRACK ROAD. CONTINUE
 LY1222'NORTHWEST ON THE TRACK ROAD FOR 0.08 MILE O A 10-INCH
 LY1222'TRIANGULAR BLAZED OAK TREE ON THE RIGHT HAND SIDE OF THE ROAD AND THE
 LY1222'STATION ON THE LEFT AS DESCRIBED.
 LY1222'
 LY1222'THE STATION MARK, A STANDARD DISK STAMPED BLOOMING 1959, IS SET IN
 LY1222'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 LY1222'4 INCHES ABOVE THE SURFACE OF THE GROUND. IT IS 108 FEET WEST OF THE
 LY1222'CENTER OF A TRACK ROAD, 26.4 FEET NORTHWEST OF A 10-INCH
 LY1222'TRIANGULAR BLAZED OAK TREE, 7.1 FEET EAST-SOUTHEAST OF A STANDARD
 LY1222'METAL WITNESS POST AND MARKER AND IS ON THE HIGHEST POINT OF
 LY1222'THE HILL.
 LY1222'
 LY1222'REFERENCE MARK 1, A STANDARD DISK STAMPED BLOOMING NO 1 1959, IS
 LY1222'CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROPPING
 LY1222'BEDROCK WHICH PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE
 LY1222'GROUND. IT IS 54.2 FEET EAST OF A STANDARD METAL WITNESS
 LY1222'POST AND MARKER, 53 FEET WEST OF THE CENTER OF A TRACK ROAD, 45 FEET
 LY1222'NORTHEAST OF A 10-INCH TRIANGULAR BLAZED OAK TREE AND
 LY1222'IS ABOUT 2 FEET LOWER THAN THE STATION.
 LY1222'
 LY1222'REFERENCE MARK 2, A STANDARD DISK STAMPED BLOOMING NO 2 1959, IS
 LY1222'CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROPPING
 LY1222'BEDROCK WHICH PROJECTS ABOUT 2 FEET ABOVE THE SURFACE OF THE GROUND.
 LY1222'IT IS 48.6 FEET SOUTH-SOUTHWEST OF A STANDARD METAL WITNESS
 LY1222'POST AND MARKER, 48.5 FEET WEST-SOUTHWEST OF A 10-INCH TRIANGULAR
 LY1222'BLAZED OAK TREE AND THE MARK IS ABOUT 14 INCHES HIGHER THAN
 LY1222'THE STATION.
 LY1222'
 LY1222'THE AZIMUTH MARK, A STANDARD DISK STAMPED BLOOMING 1959, IS CEMENTED
 LY1222'IN A DRILL HOLE IN THE TOP OF AN OUTCROPPING BEDROCK WHICH
 LY1222'PROJECTS ABOUT 14 INCHES ABOVE THE SURFACE OF THE GROUND. IT IS 20
 LY1222'FEET NORTHEAST OF THE CENTER OF A TRACK ROAD AND 13 FEET
 LY1222'NORTHEAST OF A 8-INCH TRIANGULAR BLAZED MAPLE TREE.
 LY1222'
 LY1222'NOTE- A SMALL AMOUNT OF CLEARING WILL BE REQUIRED BEFORE THE AZIMUTH
 LY1222'MARK CAN BE SEEN FROM THE STATION MARK WITH A GROUND SET-UP.
 LY1222'
 LY1222'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LY1222
 LY1222                          STATION RECOVERY (1959)
 LY1222
 LY1222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LY1222'10 MI SE FROM HAWLEY.
 LY1222'8.5 MILE SOUTHEAST OF HAWLEY TO THE GOOD SHEPHERD CHURCH THENCE
 LY1222'1.55 MILE SOUTH ALONG STATE HIGHWAY NO 402, THENCE GO NORTH WEST
 LY1222'ON TRACK ROAD FOR 0.1 MILE TO A TRIANGULAR BLAZED TREE (OAK)
 LY1222'THENCE SOUTH WEST FOR ABOUT 100 FEET TO HIGH POINT AND STATION
 LY1222'SIGHT.  IT IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 LY1222'WHICH PROJECTS 4-INCHES ABOVE SURFACE OF THE GROUND.  IT IS 108
 LY1222'FEET W OF CENTER OF TRACK ROAD, 26.4 FEET NW OF A 10-INCH
 LY1222'TRIANGULAR BLAZED OAK TREE, 7.1 FEET E-SE OF A STANDARD METAL
 LY1222'WITNESS POST AND MARKER AND IS ON HIGHEST POINT OF HILL.
 LY1222
 LY1222                          STATION RECOVERY (2004)
 LY1222
 LY1222'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JKM)
 LY1222'THE STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 LY1222'RECOVERED IN GOOD CONDITION.  THE STATION MARK IS FLUSH WITH THE
 LY1222'GROUND.  THE 8-INCH TRIANGULAR BLAZED MAPLE TREE WAS NOT FOUND.  THE
 LY1222'10-INCH TRIANGULAR BLAZED OAK TREE IS DEAD BUT STILL STANDS AND THE
 LY1222'BLAZE IS BARELY DISCERNABLE.  THE WITNESS SIGN AT THE STATION STILL
 LY1222'EXISTS.
 LY1222' 
 LY1222'HANDHELD GPS WAAS-CORRECTED COORDINATES FOR THE AZIMUTH MARK ARE 41 21
 LY1222'2.46(N) 075 07 53.16(W).
 LY1222' 
 LY1222'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK ARE LOCATED ON THE
 LY1222'PROPERTY OF THE BLOOMING GROVE HUNTING AND FISHING CLUB.  CONTACT
 LY1222'INFORMATION - SCOTT F. SAVINI, GENERAL MANAGER, HC 8 BOX 8066, HAWLEY,
 LY1222'PA 18428, 570-775-7371.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1221 ***********************************************************************
 LY1221  DESIGNATION -  BLOOMING AZ MK
 LY1221  PID         -  LY1221
 LY1221  STATE/COUNTY-  PA/PIKE
 LY1221  USGS QUAD   -  PROMISED LAND (1997)
 LY1221
 LY1221                         *CURRENT SURVEY CONTROL
 LY1221  ___________________________________________________________________
 LY1221* NAD 83(1986)-  41 21 02.     (N)    075 07 53.     (W)     SCALED    
 LY1221* NAVD 88     -       490.885  (meters)    1610.51   (feet)  ADJUSTED  
 LY1221  ___________________________________________________________________
 LY1221  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 LY1221  DYNAMIC HT  -         490.657 (meters)    1609.76  (feet)  COMP
 LY1221  MODELED GRAV-     980,145.2   (mgal)                       NAVD 88
 LY1221
 LY1221  VERT ORDER  -  SECOND    CLASS 0
 LY1221
 LY1221.The horizontal coordinates were scaled from a topographic map and have
 LY1221.an estimated accuracy of +/- 6 seconds.
 LY1221
 LY1221.The orthometric height was determined by differential leveling
 LY1221.and adjusted by the National Geodetic Survey in June 1991..
 LY1221
 LY1221.The geoid height was determined by GEOID03.
 LY1221
 LY1221.The dynamic height is computed by dividing the NAVD 88
 LY1221.geopotential number by the normal gravity value computed on the
 LY1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1221.degrees latitude (g = 980.6199 gals.).
 LY1221
 LY1221.The modeled gravity was interpolated from observed gravity values.
 LY1221
 LY1221;                    North         East    Units  Estimated Accuracy
 LY1221;SPC PA N     -   134,790.      819,100.      MT  (+/- 180 meters Scaled)
 LY1221
 LY1221                          SUPERSEDED SURVEY CONTROL
 LY1221
 LY1221  NGVD 29 (??/??/92)  491.062  (m)         1611.09   (f) ADJ UNCH    2 0
 LY1221
 LY1221.Superseded values are not recommended for survey control.
 LY1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1221.See file dsdata.txt to determine how the superseded data were derived.
 LY1221
 LY1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL890776(NAD 83)
 LY1221_MARKER: DZ = AZIMUTH MARK DISK
 LY1221_SETTING: 66 = SET IN ROCK OUTCROP
 LY1221_SP_SET: BEDROCK
 LY1221_STAMPING: BLOOMING 1959
 LY1221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY1221+STABILITY: POSITION/ELEVATION WELL
 LY1221
 LY1221  HISTORY     - Date     Condition        Report By
 LY1221  HISTORY     - 1959     MONUMENTED       CGS
 LY1221  HISTORY     - 20040424 GOOD             INDIV
 LY1221
 LY1221                          STATION DESCRIPTION
 LY1221
 LY1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1221'10 MI SE FROM HAWLEY.
 LY1221'8.5 MILE SOUTHEAST OF HAWLEY TO THE GOOD SHEPHERD CHURCH, THENCE
 LY1221'1.55 MILE SOUTH ALONG STATE HIGHWAY NO 402 TO A TRACK ROAD
 LY1221'NORTH WEST, THENCE NORTHWEST FOR 0.05 MILE TO A BOULDER ON THE
 LY1221'NORTHEAST SIDE OF THE ROAD AND THE AZIMUTH.  IT IS CEMENTED IN
 LY1221'A DRILL HOLE IN THE TOP OF AN OUTCROPPING BEDROCK WHICH PROJECTS
 LY1221'14 IN ABOVE SURFACE OF THE GROUND.  IT IS 20 FEET NE OF CENTER OF
 LY1221'TRACK ROAD AND 13 FEET NE OF AN 8-INCH TRIANGULAR BLAZE MAPLE
 LY1221'TREE.  CLEARING IS REQUIRED TO BE SEEN.
 LY1221
 LY1221                          STATION RECOVERY (2004)
 LY1221
 LY1221'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JKM)
 LY1221'RECOVERED IN GOOD CONDITION.  THE 8-INCH TRIANGULAR BLAZED MAPLE TREE
 LY1221'WAS NOT FOUND.  HANDHELD GPS WAAS-CORRECTED COORDINATES FOR THE
 LY1221'AZIMUTH MARK ARE 41 21 2.46(N) 075 07 53.16(W).
 LY1221' 
 LY1221'THE MARK IS LOCATED ON THE PROPERTY OF THE BLOOMING GROVE HUNTING AND
 LY1221'FISHING CLUB.  CONTACT INFORMATION - SCOTT F. SAVINI, GENERAL MANAGER,
 LY1221'HC 8 BOX 8066, HAWLEY, PA  18428, 570-775-7371.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3786 ***********************************************************************
 KV3786  DESIGNATION -  BLOOMING GLEN MENNONITE CHURCH
 KV3786  PID         -  KV3786
 KV3786  STATE/COUNTY-  PA/BUCKS
 KV3786  USGS QUAD   -  TELFORD (1995)
 KV3786
 KV3786                         *CURRENT SURVEY CONTROL
 KV3786  ___________________________________________________________________
 KV3786* NAD 83(1992)-  40 21 57.77915(N)    075 15 00.73616(W)     ADJUSTED  
 KV3786* NAVD 88     -                                                        
 KV3786  ___________________________________________________________________
 KV3786  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 KV3786  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 KV3786
 KV3786  HORZ ORDER  -  THIRD
 KV3786
 KV3786.The horizontal coordinates were established by classical geodetic methods
 KV3786.and adjusted by the National Geodetic Survey in June 2002..
 KV3786.No horizontal observational check was made to the station.
 KV3786
 KV3786
 KV3786.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3786
 KV3786.The geoid height was determined by GEOID03.
 KV3786
 KV3786;                    North         East     Units Scale Factor Converg.
 KV3786;SPC PA S     -   117,672.221   812,286.241   MT  0.99996059   +1 37 18.7
 KV3786;SPC PA S     -   386,062.95  2,664,975.78   sFT  0.99996059   +1 37 18.7
 KV3786;UTM  18      - 4,468,416.491   478,757.088   MT  0.99960555   -0 09 43.4
 KV3786
 KV3786                          SUPERSEDED SURVEY CONTROL
 KV3786
 KV3786  NAD 83(1996)-  40 21 57.77858(N)    075 15 00.73635(W) AD(       ) 4
 KV3786  NAD 83(1986)-  40 21 57.77552(N)    075 15 00.74001(W) AD(       ) 4
 KV3786  NAD 27      -  40 21 57.39804(N)    075 15 02.10764(W) AD(       ) 3
 KV3786
 KV3786.Superseded values are not recommended for survey control.
 KV3786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3786.See file dsdata.txt to determine how the superseded data were derived.
 KV3786
 KV3786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7875768416(NAD 83)
 KV3786_MARKER: 90 = CHURCH SPIRE
 KV3786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3786+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2003
 KV3786
 KV3786  HISTORY     - Date     Condition        Report By
 KV3786  HISTORY     - 1974     FIRST OBSERVED   PHELCO
 KV3786  HISTORY     - 19991230 GOOD             USPSQD
 KV3786  HISTORY     - 20030102 GOOD             USPSQD
 KV3786
 KV3786                          STATION DESCRIPTION
 KV3786
 KV3786'DESCRIBED BY PHILADELPHIA ELECTRIC COMPANY 1974
 KV3786'THE STATION IS LOCATED ON HAYHOUSE RD., IN HILLTOWN TWP., BUCKS CO.,
 KV3786'APPROX. 2 MI. DUE E. OF PERKASIE AND APPROX. 9.7 MI. N.W. OF
 KV3786'DOYLESTOWN.  THE POINT SIGHTED UPON WAS THE APEX OF THE WHITE SPIRE
 KV3786'THAT PROJECTS ABOVE THE FRONT (S.W.) END OF THE CHURCH, WHICH IS
 KV3786'A LARGE RED BRICK STRUCTURE WITH A SLATE ROOF.
 KV3786'
 KV3786'TO REACH FROM THE INTERSECTION OF PA. RTE. 113 AND PA. RTE. 313 IN
 KV3786'KULPS CORNER, PROCEED S.W. ON RTE. 113 APPROX. 1.75 MI. TO THE
 KV3786'INTERSECTION OF HAYHOUSE RD. TURN RT., PROCEED N.W. ON HAYHOUSE RD.
 KV3786'APPROX. 0.32 MI. TO THE CHURCH ON THE RT.
 KV3786
 KV3786                          STATION RECOVERY (1999)
 KV3786
 KV3786'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV3786'RECOVERED IN GOOD CONDITION.
 KV3786
 KV3786                          STATION RECOVERY (2003)
 KV3786
 KV3786'RECOVERY NOTE BY US POWER SQUADRON 2003 (NCS)
 KV3786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1223 ***********************************************************************
 LY1223  DESIGNATION -  BLOOMING RM 2
 LY1223  PID         -  LY1223
 LY1223  STATE/COUNTY-  PA/PIKE
 LY1223  USGS QUAD   -  PROMISED LAND (1997)
 LY1223
 LY1223                         *CURRENT SURVEY CONTROL
 LY1223  ___________________________________________________________________
 LY1223* NAD 83(1986)-  41 21 03.     (N)    075 07 57.     (W)     SCALED    
 LY1223* NAVD 88     -       495.741  (meters)    1626.44   (feet)  ADJUSTED  
 LY1223  ___________________________________________________________________
 LY1223  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 LY1223  DYNAMIC HT  -         495.511 (meters)    1625.69  (feet)  COMP
 LY1223  MODELED GRAV-     980,145.2   (mgal)                       NAVD 88
 LY1223
 LY1223  VERT ORDER  -  SECOND    CLASS 0
 LY1223
 LY1223.The horizontal coordinates were scaled from a topographic map and have
 LY1223.an estimated accuracy of +/- 6 seconds.
 LY1223
 LY1223.The orthometric height was determined by differential leveling
 LY1223.and adjusted by the National Geodetic Survey in June 1991..
 LY1223
 LY1223.The geoid height was determined by GEOID03.
 LY1223
 LY1223.The dynamic height is computed by dividing the NAVD 88
 LY1223.geopotential number by the normal gravity value computed on the
 LY1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1223.degrees latitude (g = 980.6199 gals.).
 LY1223
 LY1223.The modeled gravity was interpolated from observed gravity values.
 LY1223
 LY1223;                    North         East    Units  Estimated Accuracy
 LY1223;SPC PA N     -   134,820.      819,010.      MT  (+/- 180 meters Scaled)
 LY1223
 LY1223                          SUPERSEDED SURVEY CONTROL
 LY1223
 LY1223  NGVD 29 (??/??/92)  495.918  (m)         1627.02   (f) ADJ UNCH    2 0
 LY1223
 LY1223.Superseded values are not recommended for survey control.
 LY1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1223.See file dsdata.txt to determine how the superseded data were derived.
 LY1223
 LY1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL889777(NAD 83)
 LY1223_MARKER: DR = REFERENCE MARK DISK
 LY1223_SETTING: 66 = SET IN ROCK OUTCROP
 LY1223_SP_SET: BEDROCK
 LY1223_STAMPING: BLOOMING NO 2 1959
 LY1223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY1223+STABILITY: POSITION/ELEVATION WELL
 LY1223
 LY1223  HISTORY     - Date     Condition        Report By
 LY1223  HISTORY     - 1959     MONUMENTED       CGS
 LY1223  HISTORY     - 20040424 GOOD             INDIV
 LY1223
 LY1223                          STATION DESCRIPTION
 LY1223
 LY1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1223'10 MI SE FROM HAWLEY.
 LY1223'8.5 MILE SOUTHEAST OF HAWLEY TO THE GOOD SHEPHERD CHURCH, THENCE
 LY1223'1.55 MILE SOUTH ALONG STATE HIGHWAY NO 402, THENCE GO NORTH
 LY1223'WEST ON TRACK ROAD FOR 0.1 MILE TO A TRIANGULAR BLAZED OAK
 LY1223'TREE THENCE SOUTH WEST FOR ABOUT 100 FEET TO HIGH POINT AND R.M.
 LY1223'IT IS CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROPPING
 LY1223'BEDROCK WHICH PROJECTS 2 FEET ABOVE THE SURFACE OF THE GROUND.
 LY1223'IT IS 48.6 FEET S-SW OF A STANDARD METAL WITNESS POST AND MARKER,
 LY1223'48.5 FEET W-SW OF A 10-INCH TRIANGULAR BLAZED OAK TREE AND MARK
 LY1223'IS 14-INCHES HIGHER THAN THE STATION.
 LY1223
 LY1223                          STATION RECOVERY (2004)
 LY1223
 LY1223'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JKM)
 LY1223'RECOVERED IN GOOD CONDITION.  THE 10-INCH TRIANGULAR BLAZED OAK TREE
 LY1223'IS DEAD BUT STILL STANDS AND THE BLAZE IS BARELY DISCERNABLE.  THE
 LY1223'WITNESS SIGN STILL EXISTS.
 LY1223' 
 LY1223'THE MARK IS LOCATED ON THE PROPERTY OF THE BLOOMING GROVE HUNTING AND
 LY1223'FISHING CLUB.  CONTACT INFORMATION - SCOTT F. SAVINI, GENERAL MANAGER,
 LY1223'HC 8 BOX 8066, HAWLEY, PA  18428, 570-775-7371.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3200 ***********************************************************************
 KW3200  FBN         -  This is a Federal Base Network Control Station.
 KW3200  DESIGNATION -  BLOOMPORT
 KW3200  PID         -  KW3200
 KW3200  STATE/COUNTY-  PA/COLUMBIA
 KW3200  USGS QUAD   -  CATAWISSA (1984)
 KW3200
 KW3200                         *CURRENT SURVEY CONTROL
 KW3200  ___________________________________________________________________
 KW3200* NAD 83(1992)-  40 59 50.73403(N)    076 26 18.81208(W)     ADJUSTED  
 KW3200* NAVD 88     -       145.1    (meters)     476.     (feet)  GPS OBS   
 KW3200  ___________________________________________________________________
 KW3200  X           -   1,130,434.353 (meters)                     COMP
 KW3200  Y           -  -4,686,452.948 (meters)                     COMP
 KW3200  Z           -   4,162,281.155 (meters)                     COMP
 KW3200  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 KW3200  ELLIP HEIGHT-         112.32  (meters)          (03/28/01) GPS OBS
 KW3200  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KW3200
 KW3200  HORZ ORDER  -  A
 KW3200  ELLP ORDER  -  THIRD     CLASS II
 KW3200
 KW3200.The horizontal coordinates were established by GPS observations
 KW3200.and adjusted by the National Geodetic Survey in April 1993..
 KW3200
 KW3200.The orthometric height was determined by GPS observations and a
 KW3200.high-resolution geoid model.
 KW3200
 KW3200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KW3200
 KW3200.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3200
 KW3200.The ellipsoidal height was determined by GPS observations
 KW3200.and is referenced to NAD 83.
 KW3200
 KW3200.The geoid height was determined by GEOID03.
 KW3200
 KW3200;                    North         East     Units Scale Factor Converg.
 KW3200;SPC PA N     -    93,094.294   710,336.599   MT  0.99998354   +0 52 03.3
 KW3200;SPC PA N     -   305,426.86  2,330,495.99   sFT  0.99998354   +0 52 03.3
 KW3200;UTM  18      - 4,539,467.888   379,008.490   MT  0.99978017   -0 56 37.8
 KW3200
 KW3200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3200!SPC PA N     -   0.99998238  x   0.99998354  =   0.99996592
 KW3200!UTM  18      -   0.99998238  x   0.99978017  =   0.99976256
 KW3200
 KW3200:                Primary Azimuth Mark                     Grid Az
 KW3200:SPC PA N     -  BLOOMPORT AZ MK                          071 51 44.3
 KW3200:UTM  18      -  BLOOMPORT AZ MK                          073 40 25.4
 KW3200
 KW3200|---------------------------------------------------------------------|
 KW3200| PID    Reference Object                     Distance      Geod. Az  |
 KW3200|                                                           dddmmss.s |
 KW3200| KW3201 BLOOMPORT AZ MK                     APPROX. 0.6 KM 0724347.6 |
 KW3200|---------------------------------------------------------------------|
 KW3200
 KW3200                          SUPERSEDED SURVEY CONTROL
 KW3200
 KW3200  ELLIP H (04/16/93)  112.30   (m)                       GP(       ) 3 1
 KW3200  NAD 83(1986)-  40 59 50.73444(N)    076 26 18.81064(W) AD(       ) 3
 KW3200  NGVD 29 (05/23/95)  145.3    (m)          477.     (f) GPS OBS        
 KW3200
 KW3200.Superseded values are not recommended for survey control.
 KW3200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3200.See file dsdata.txt to determine how the superseded data were derived.
 KW3200
 KW3200_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL7900839468(NAD 83)
 KW3200_MARKER: I = METAL ROD
 KW3200_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KW3200_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KW3200_STAMPING: BLOOMPORT 1988
 KW3200_MARK LOGO: NGS   
 KW3200_PROJECTION: FLUSH
 KW3200_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW3200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW3200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW3200+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2005
 KW3200_ROD/PIPE-DEPTH: 7.3  meters
 KW3200_SLEEVE-DEPTH  : 1.0 meters
 KW3200
 KW3200  HISTORY     - Date     Condition        Report By
 KW3200  HISTORY     - 1988     MONUMENTED       NGS
 KW3200  HISTORY     - 19920825 GOOD             NGS
 KW3200  HISTORY     - 19931106 GOOD             NOS
 KW3200  HISTORY     - 19931124 GOOD             NOS
 KW3200  HISTORY     - 20000324 GOOD             NGS
 KW3200  HISTORY     - 20050421 GOOD             PADT
 KW3200
 KW3200                          STATION DESCRIPTION
 KW3200
 KW3200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KW3200'THE STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) NORTHEAST OF CATAWISSA,
 KW3200'1.0 KM (0.60 MI) SOUTHEAST OF BLOOMSBURG, 0.2 KM (0.10 MI) NORTH OF
 KW3200'THE SUSQUEHANNA RIVER, AT THE BLOOMSBURG MUNICIPAL AIRPORT, ON THE
 KW3200'EXTENDED CENTER OF THE MAIN CONNECTING TAXIWAY ON THE NORTH SIDE OF
 KW3200'THE SINGLE ASPHALT RUNWAY.
 KW3200'OWNERSHIP--TOWN OF BLOOMSBURG, C/O AIRPORT MANAGER WILLIAM R.
 KW3200'BARSTLER, MAIN STREET, BLOOMSBURG PA 17815.  PHONE 717-784-3070.
 KW3200'TO REACH THE STATION FROM THE JUNCITON OF U.S. HIGHWAY 11 NORTH AND
 KW3200'STATE HIGHWAY 487 SOUTH IN THE EASTERN EDGE OF BLOOMSBURG, GO
 KW3200'SOUTHEAST FOR 1.0 KM (0.60 MI) ON HIGHWAY 487 TO A PAVED CROSSROAD
 KW3200'JUST BEFORE REACHING THE SUSQUEHANNA RIVER BRIDGE.  TURN LEFT AND GO
 KW3200'NORTHEAST FOR 0.1 KM (0.05 MI) ON THE AIRPORT ENTRANCE ROAD PASSING
 KW3200'THROUGH A GATE TO A PAVED DRIVE ON THE LEFT JUST PAST THE AIRPORT
 KW3200'ADMINISTRATION BUILDING.  TURN LEFT AND GO NORTH AND NORTHEAST FOR 0.3
 KW3200'KM (0.20 MI) ON THE ASPHALT APRON AND MAIN CONNECTING TAXIWAY TO THE
 KW3200'STATION STRAIGHT AHEAD JUST AFTER CROSSING THE RUNWAY.
 KW3200'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 KW3200'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 7.3 METERS IN A
 KW3200'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 KW3200'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 KW3200'LOCATED 78.1 M (256.2 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE
 KW3200'PROTRUDED PORTION OF THE METAL BUILDING AT THE LOADING DOCKS FOR THE
 KW3200'KAWNEER INDUSTRIAL PRODUCTS BUILDING, 67.1 M (220.1 FT)
 KW3200'SOUTH-SOUTHWEST FROM A FLAG POLE IN FRONT OF THE BUILDING, 49.7 M
 KW3200'(163.1 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE ASPHALT PARKING
 KW3200'STRIP ON THE SOUTH SIDE OF THE ACCESS ROAD, 45.0 M (147.6 FT) SOUTH
 KW3200'FROM THE CENTER OF THE ACCESS ROAD, AND 25.0 M (82.0 FT) NORTH FROM
 KW3200'THE CENTER OF THE RUNWAY.
 KW3200'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 KW3200
 KW3200                          STATION RECOVERY (1992)
 KW3200
 KW3200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 KW3200'THE STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) NORTHEAST OF CATAWISSA,
 KW3200'1.0 KM (0.60 MI) SOUTHEAST OF BLOOMSBURG, 0.2 KM (0.10 MI) NORTH OF
 KW3200'THE SUSQUEHANNA RIVER, AT THE BLOOMSBURG MUNICIPAL AIRPORT, ON THE
 KW3200'EXTENDED CENTER OF THE MAIN CONNECTING TAXIWAY ON THE NORTH SIDE OF
 KW3200'THE SINGLE ASPHALT RUNWAY.  OWNERSHIP--TOWN OF BLOOMSBURG, C/O
 KW3200'AIRPORT MANAGER WILLIAM R. BARSTLER, MAIN STREET, BLOOMSBURG PA
 KW3200'17815, PHONE 717-784-3070.
 KW3200'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 NORTH AND
 KW3200'STATE HIGHWAY 487 SOUTH IN THE EASTERN EDGE OF BLOOMSBURG, GO
 KW3200'SOUTHEAST FOR 1.0 KM (0.60 MI) ON HIGHWAY 487 TO A PAVED CROSSROAD
 KW3200'JUST BEFORE REACHING THE SUSQUEHANNA RIVER BRIDGE.  TURN LEFT AND GO
 KW3200'NORTHEAST FOR 0.1 KM (0.05 MI) ON THE AIRPORT ENTRANCE ROAD PASSING
 KW3200'THROUGH A GATE TO A PAVED DRIVE ON THE LEFT JUST PAST THE AIRPORT
 KW3200'ADMINISTRATION BUILDING.  TURN LEFT AND GO NORTH AND NORTHEAST FOR
 KW3200'0.3 KM (0.20 MI) ON THE ASPHALT APRON AND MAIN CONNECTING TAXIWAY TO
 KW3200'THE STATION STRIAGHT AHEAD JUST AFTER CROSSING THE RUNWAY.
 KW3200'LOCATED 78.1 M (256.2 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE
 KW3200'PROTRUDED PORTION OF THE METAL BUILDING AT THE LOADING DOCKS FOR THE
 KW3200'INDUSTRIAL PRODUCTS BUILDING, 67.1 M (220.1 FT) SOUTH-SOUTHWEST FROM
 KW3200'A FLAGPOLE IN FRONT OF THE BUILDING, 49.7 M (163.1 FT) SOUTHWEST FROM
 KW3200'THE SOUTHWEST CORNER OF THE ASPHALT PARKING STRIP ON THE SOUTH SIDE
 KW3200'OF THE ACCESS ROAD, 45.0 M (147.6 FT) SOUTH FROM THE CENTER OF THE
 KW3200'ACCESS ROAD AND 25.0 M (82.0 FT) NORTH FROM THE CENTER OF THE RUNWAY.
 KW3200
 KW3200                          STATION RECOVERY (1993)
 KW3200
 KW3200'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 KW3200'RECOVERED AS DESCRIBED BY NGS IN 1992.
 KW3200
 KW3200                          STATION RECOVERY (1993)
 KW3200
 KW3200'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (RAH)
 KW3200'RECOVERED AS DESCRIBED.
 KW3200
 KW3200                          STATION RECOVERY (2000)
 KW3200
 KW3200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 KW3200'THE STATION IS LOCATED ON THE SOUTHEAST SIDE OF BLOOMSBURG, 0.32 KM
 KW3200'(0.20 MI) NORTHEAST OF THE STATE HIGHWAY 487 BRIDGE OVER THE
 KW3200'SUSQUEHANNA RIVER, AT THE BLOOMSBURG MUNICIPAL AIRPORT.
 KW3200'OWNERSHIP--CITY OF BLOOMSBURG.  CONACT MR. SCOTT SMITH, AIRPORT
 KW3200'MANAGER, ONE DAY IN ADVANCE BEFORE OCCUPYING THIS STATION, PHONE
 KW3200'570-784-3070.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 KW3200'HIGHWAY 80 (EXIT 36) AND STATE HIGHWAY 11, LOCATED ABOUT 9.66 KM (6.00
 KW3200'MI) NORTHEAST OF BLOOMSBURG, GO SOUTHWEST ON HIGHWAY 11 FOR 10.30 KM
 KW3200'(6.40 MI) TO THE JUNCTION OF STATE HIGHWAY 487 SOUTH IN BLOOMSBURG.
 KW3200'TURN LEFT, SOUTH ON HIGHWAY 487 FOR 1.0 KM (0.60 MI) TO THE AIRPORT
 KW3200'ENTRANCE ROAD ON THE LEFT, JUST BEFORE REACHING THE HIGHWAY BRIDGE
 KW3200'OVER THE SUSQUEHANNA RIVER.  TURN LEFT, NORTHEAST ON THE ENTRANCE ROAD
 KW3200'FOR 0.16 KM (0.10 MI), PASSING THE AIRPORT OFFICE, TO THE NORTHEAST
 KW3200'SIDE OF THE SMALL PARKING LOT.  TURN LEFT, ONTO THE APRON AND BEAR
 KW3200'RIGHT, NORTHEASTERLY ACROSS THE APRON TO THE MAIN CONNECTING TAXIWAY.
 KW3200'CONTINUE AHEAD, NORTHEAST ON THE TAXIWAY FOR ABOUT 0.16 KM (0.10 MI)
 KW3200'TO THE JUNCTION OF THE RUNWAY.  CONTINUE AHEAD, CROSSING THE RUNWAY
 KW3200'AND ONTO THE GRASS TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH
 KW3200'MARK ON THE TOP OF A STAINLESS STEEL ROD IN A GREASE-FILLED SLEEVE,
 KW3200'ENCASED IN A 13 CM PVC PIPE WITH AN NGS LOGO CAP SURROUNDED BY
 KW3200'CONCRETE AND FLUSH WITH GROUND. LOCATED 49.7 M (163.1 FT) SOUTHWEST OF
 KW3200'A FLAGPOLE IN FRONT OF A LARGE METAL PREFAB INDUSTRIAL BUILDING AND
 KW3200'25.0 M (82.0 FT) NORTH OF THE CENTER OF THE RUNWAY.
 KW3200
 KW3200                          STATION RECOVERY (2005)
 KW3200
 KW3200'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (JAG)
 KW3200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3201 ***********************************************************************
 KW3201  DESIGNATION -  BLOOMPORT AZ MK
 KW3201  PID         -  KW3201
 KW3201  STATE/COUNTY-  PA/COLUMBIA
 KW3201  USGS QUAD   -  CATAWISSA (1984)
 KW3201
 KW3201                         *CURRENT SURVEY CONTROL
 KW3201  ___________________________________________________________________
 KW3201* NAD 83(1992)-  40 59 56.85552(N)    076 25 52.81920(W)     ADJUSTED  
 KW3201* NAVD 88     -       144.0    (meters)     472.     (feet)  VERTCON   
 KW3201  ___________________________________________________________________
 KW3201  X           -   1,130,995.661 (meters)                     COMP
 KW3201  Y           -  -4,686,189.236 (meters)                     COMP
 KW3201  Z           -   4,162,422.971 (meters)                     COMP
 KW3201  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 KW3201  ELLIP HEIGHT-         111.24  (meters)          (06/21/02) GPS OBS
 KW3201  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KW3201
 KW3201  HORZ ORDER  -  THIRD
 KW3201  ELLP ORDER  -  FOURTH    CLASS I
 KW3201
 KW3201.The horizontal coordinates were established by GPS observations
 KW3201.and adjusted by the National Geodetic Survey in June 2002..
 KW3201
 KW3201.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW3201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW3201
 KW3201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KW3201
 KW3201.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3201
 KW3201.The ellipsoidal height was determined by GPS observations
 KW3201.and is referenced to NAD 83.
 KW3201
 KW3201.The geoid height was determined by GEOID03.
 KW3201
 KW3201;                    North         East     Units Scale Factor Converg.
 KW3201;SPC PA N     -    93,292.330   710,941.144   MT  0.99998333   +0 52 20.4
 KW3201;SPC PA N     -   306,076.59  2,332,479.40   sFT  0.99998333   +0 52 20.4
 KW3201;UTM  18      - 4,539,646.678   379,618.868   MT  0.99977836   -0 56 20.9
 KW3201
 KW3201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3201!SPC PA N     -   0.99998255  x   0.99998333  =   0.99996588
 KW3201!UTM  18      -   0.99998255  x   0.99977836  =   0.99976092
 KW3201
 KW3201:                Primary Azimuth Mark                     Grid Az
 KW3201:SPC PA N     -  BLOOMPORT                                251 51 44.3
 KW3201:UTM  18      -  BLOOMPORT                                253 40 25.6
 KW3201
 KW3201|---------------------------------------------------------------------|
 KW3201| PID    Reference Object                     Distance      Geod. Az  |
 KW3201|                                                           dddmmss.s |
 KW3201| KW3200 BLOOMPORT                           APPROX. 0.6 KM 2524404.7 |
 KW3201|---------------------------------------------------------------------|
 KW3201
 KW3201                          SUPERSEDED SURVEY CONTROL
 KW3201
 KW3201  NAD 83(1986)-  40 59 56.85597(N)    076 25 52.81816(W) AD(       ) 3
 KW3201  NGVD 29 (09/11/89)  144.3    (m)          473.     (f) GPS OBS        
 KW3201
 KW3201.Superseded values are not recommended for survey control.
 KW3201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3201.See file dsdata.txt to determine how the superseded data were derived.
 KW3201
 KW3201_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL7961939647(NAD 83)
 KW3201_MARKER: I = METAL ROD
 KW3201_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KW3201_SP_SET: STAINLESS STEEL ROD
 KW3201_STAMPING: BLOOMPORT AZ MK 1988
 KW3201_MARK LOGO: NGS   
 KW3201_PROJECTION: FLUSH
 KW3201_MAGNETIC: I = MARKER IS A STEEL ROD
 KW3201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW3201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW3201+SATELLITE: SATELLITE OBSERVATIONS - 1988
 KW3201_ROD/PIPE-DEPTH: 6.7  meters
 KW3201
 KW3201  HISTORY     - Date     Condition        Report By
 KW3201  HISTORY     - 1988     MONUMENTED       NGS
 KW3201
 KW3201                          STATION DESCRIPTION
 KW3201
 KW3201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KW3201'THE STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) NORTHEAST OF CATAWISSA,
 KW3201'1.0 KM (0.60 MI) SOUTHEAST OF BLOOMSBURG, 0.2 KM (0.10 MI) NORTH OF
 KW3201'THE SUSQUEHANNA RIVER, AT THE BLOOMSBURG MUNICIPAL AIRPORT, ON THE
 KW3201'NORTH SIDE OF AND NEAR THE EAST END OF THE SINGLE ASPHALT RUNWAY.
 KW3201'OWNERSHIP--TOEN OF BLOOMSBURG, C/O AIRPORT MANAGER WILLIAM R BARSTLER,
 KW3201'MAIN STREET, BLOOMSBURG PA 17815.  PHONE 717-784-3070.
 KW3201'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 NORTH AND
 KW3201'STATE HIGHWAY 487 NORTH ON THE EASTERN EDGE OF BLOOMSBURG, GO
 KW3201'SOUTHEAST FOR 1.0 KM (0.60 MI) TO A PAVED CROSSROAD JUST BEFORE
 KW3201'REACHING THE SUSQUEHANNA RIVER BRIDGE.  TURN LEFT AND GO NORTHEAST FOR
 KW3201'0.9 KM (0.55 MI) ON THE AIRPORT ENTRANCE ROAD TO A PAVED CONNECTING
 KW3201'TAXIWAY ON THE LEFT JUST BEFORE REACHING A HANGAR.  TURN LEFT AND GO
 KW3201'NORTH FOR 0.2 KM (0.10 MI) ON THE CONNECTING TAXIWAY TO THE STATION
 KW3201'STRAIGHT AHEAD JUST AFTER CROSSING THE RUNWAY.
 KW3201'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 KW3201'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 6.7 METERS IN A GREASE
 KW3201'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 KW3201'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND,  LOCATED
 KW3201'40.2 M (131.9 FT) SOUTHEAST FROM THE SOUTH END OF A SHORT SECTION OF
 KW3201'CHAIN LINK FENCE, 25.2 M (82.7 FT) NORTH FROM THE CENTER OF THE
 KW3201'RUNWAY, 17.9 M (58.7 FT) NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF
 KW3201'THE ASPHALT RUNWAY, AND 17.8 M (58.4 FT) NORTHWEST FROM THE
 KW3201'NORTHERNMOST RUNWAY END LIGHT.
 KW3201'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0205 ***********************************************************************
 LZ0205  DESIGNATION -  BLOOMSBURG
 LZ0205  PID         -  LZ0205
 LZ0205  STATE/COUNTY-  PA/COLUMBIA
 LZ0205  USGS QUAD   -  BLOOMSBURG (1983)
 LZ0205
 LZ0205                         *CURRENT SURVEY CONTROL
 LZ0205  ___________________________________________________________________
 LZ0205* NAD 83(1986)-  41 00 11.     (N)    076 27 24.     (W)     SCALED    
 LZ0205* NAVD 88     -       161.237  (meters)     528.99   (feet)  ADJUSTED  
 LZ0205  ___________________________________________________________________
 LZ0205  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 LZ0205  DYNAMIC HT  -         161.169 (meters)     528.77  (feet)  COMP
 LZ0205  MODELED GRAV-     980,200.7   (mgal)                       NAVD 88
 LZ0205
 LZ0205  VERT ORDER  -  SECOND    CLASS 0
 LZ0205
 LZ0205.The horizontal coordinates were scaled from a topographic map and have
 LZ0205.an estimated accuracy of +/- 6 seconds.
 LZ0205
 LZ0205.The orthometric height was determined by differential leveling
 LZ0205.and adjusted by the National Geodetic Survey in June 1991..
 LZ0205
 LZ0205.The geoid height was determined by GEOID03.
 LZ0205
 LZ0205.The dynamic height is computed by dividing the NAVD 88
 LZ0205.geopotential number by the normal gravity value computed on the
 LZ0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0205.degrees latitude (g = 980.6199 gals.).
 LZ0205
 LZ0205.The modeled gravity was interpolated from observed gravity values.
 LZ0205
 LZ0205;                    North         East    Units  Estimated Accuracy
 LZ0205;SPC PA N     -    93,700.      708,800.      MT  (+/- 180 meters Scaled)
 LZ0205
 LZ0205                          SUPERSEDED SURVEY CONTROL
 LZ0205
 LZ0205  NGVD 29 (??/??/92)  161.458  (m)          529.72   (f) ADJ UNCH    2 0
 LZ0205
 LZ0205.Superseded values are not recommended for survey control.
 LZ0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0205.See file dsdata.txt to determine how the superseded data were derived.
 LZ0205
 LZ0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL774401(NAD 83)
 LZ0205_MARKER: DB = BENCH MARK DISK
 LZ0205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0205_SP_SET: CURB
 LZ0205_STAMPING: BLOOMSBURG 1934
 LZ0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LZ0205+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2005
 LZ0205
 LZ0205  HISTORY     - Date     Condition        Report By
 LZ0205  HISTORY     - 1934     MONUMENTED       CGS
 LZ0205  HISTORY     - 1945     GOOD             PADH
 LZ0205  HISTORY     - 20050421 GOOD             PADT
 LZ0205
 LZ0205                          STATION DESCRIPTION
 LZ0205
 LZ0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0205'AT BLOOMSBURG.
 LZ0205'AT BLOOMSBURG, COLUMBIA COUNTY, IN FRONT OF THE COURTHOUSE, 40
 LZ0205'FEET SOUTH OF THE ENTRANCE, IN THE CURB, AND 2.5 FEET SOUTH OF
 LZ0205'A FLAG POLE.  A STANDARD DISK, STAMPED BLOOMSBURG 1934.
 LZ0205
 LZ0205                          STATION RECOVERY (1945)
 LZ0205
 LZ0205'RECOVERY NOTE BY PA DEPT OF HIGHWAYS 1945
 LZ0205'RECOVERED IN GOOD CONDITION.
 LZ0205
 LZ0205                          STATION RECOVERY (2005)
 LZ0205
 LZ0205'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (JAG)
 LZ0205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2998 ***********************************************************************
 KW2998  DESIGNATION -  BLOOMSBURG MAGEE CARPET TANK
 KW2998  PID         -  KW2998
 KW2998  STATE/COUNTY-  PA/COLUMBIA
 KW2998  USGS QUAD   -  CATAWISSA (1984)
 KW2998
 KW2998                         *CURRENT SURVEY CONTROL
 KW2998  ___________________________________________________________________
 KW2998* NAD 83(1992)-  40 59 40.27469(N)    076 27 41.31624(W)     ADJUSTED  
 KW2998* NAVD 88     -                                                        
 KW2998  ___________________________________________________________________
 KW2998  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 KW2998  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KW2998
 KW2998  HORZ ORDER  -  THIRD
 KW2998
 KW2998.The horizontal coordinates were established by classical geodetic methods
 KW2998.and adjusted by the National Geodetic Survey in June 2002..
 KW2998
 KW2998
 KW2998.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2998
 KW2998.The geoid height was determined by GEOID03.
 KW2998
 KW2998;                    North         East     Units Scale Factor Converg.
 KW2998;SPC PA N     -    92,742.741   708,413.378   MT  0.99998392   +0 51 08.7
 KW2998;SPC PA N     -   304,273.48  2,324,186.22   sFT  0.99998392   +0 51 08.7
 KW2998;UTM  18      - 4,539,177.359   377,075.505   MT  0.99978598   -0 57 31.8
 KW2998
 KW2998                          SUPERSEDED SURVEY CONTROL
 KW2998
 KW2998  NAD 83(1986)-  40 59 40.27379(N)    076 27 41.31289(W) AD(       ) 4
 KW2998  NAD 27      -  40 59 39.96200(N)    076 27 42.50400(W) AD(       ) 3
 KW2998
 KW2998.Superseded values are not recommended for survey control.
 KW2998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2998.See file dsdata.txt to determine how the superseded data were derived.
 KW2998
 KW2998_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL7707639177(NAD 83)
 KW2998_MARKER: 53 = ELEVATED TANK
 KW2998
 KW2998  HISTORY     - Date     Condition        Report By
 KW2998  HISTORY     - 1958     FIRST OBSERVED   CGS
 KW2998
 KW2998                          STATION DESCRIPTION
 KW2998
 KW2998'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KW2998'THE STATION IS THE BALL ATOP THE TANK WHICH IS IN THE SOUTHWEST PART
 KW2998'OF BLOOMSBURG AT THE INTERSECTION OF W. 5TH. STREET AND LEONARD
 KW2998'STREET.
 KW2998'
 KW2998'THE TANK IS A FOUR LEGGED STEEL STRUCTURE PAINTED SILVER AND THE WORD
 KW2998'MAGEE IS PAINTED IN BLACK ON THE EAST AND WEST SIDES.  THE TANK
 KW2998'IS APPROXIMATELY 125 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2999 ***********************************************************************
 KW2999  DESIGNATION -  BLOOMSBURG MAGEE CARPET STACK
 KW2999  PID         -  KW2999
 KW2999  STATE/COUNTY-  PA/COLUMBIA
 KW2999  USGS QUAD   -  CATAWISSA (1984)
 KW2999
 KW2999                         *CURRENT SURVEY CONTROL
 KW2999  ___________________________________________________________________
 KW2999* NAD 83(1992)-  40 59 42.47906(N)    076 27 35.20697(W)     ADJUSTED  
 KW2999* NAVD 88     -                                                        
 KW2999  ___________________________________________________________________
 KW2999  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 KW2999  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KW2999
 KW2999  HORZ ORDER  -  THIRD
 KW2999
 KW2999.The horizontal coordinates were established by classical geodetic methods
 KW2999.and adjusted by the National Geodetic Survey in June 2002..
 KW2999
 KW2999
 KW2999.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2999
 KW2999.The geoid height was determined by GEOID03.
 KW2999
 KW2999;                    North         East     Units Scale Factor Converg.
 KW2999;SPC PA N     -    92,812.859   708,555.137   MT  0.99998384   +0 51 12.7
 KW2999;SPC PA N     -   304,503.52  2,324,651.31   sFT  0.99998384   +0 51 12.7
 KW2999;UTM  18      - 4,539,242.948   377,219.382   MT  0.99978554   -0 57 27.8
 KW2999
 KW2999                          SUPERSEDED SURVEY CONTROL
 KW2999
 KW2999  NAD 83(1986)-  40 59 42.47826(N)    076 27 35.20367(W) AD(       ) 4
 KW2999  NAD 27      -  40 59 42.16600(N)    076 27 36.39100(W) AD(       ) 3
 KW2999
 KW2999.Superseded values are not recommended for survey control.
 KW2999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2999.See file dsdata.txt to determine how the superseded data were derived.
 KW2999
 KW2999_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL7721939243(NAD 83)
 KW2999_MARKER: 63 = STACK
 KW2999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2999+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2004
 KW2999
 KW2999  HISTORY     - Date     Condition        Report By
 KW2999  HISTORY     - 1958     FIRST OBSERVED   CGS
 KW2999  HISTORY     - 20041007 GOOD             GEOCAC
 KW2999
 KW2999                          STATION DESCRIPTION
 KW2999
 KW2999'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KW2999'THE STATION IS THE TOP CENTER OF THE STACK WHICH IS IN THE SOUTHWEST
 KW2999'PART OF BLOOMSBURG AND AT THE INTERSECTION OF W.  5TH. STREET AND
 KW2999'LEONARD STREET.
 KW2999'
 KW2999'THE STACK IS A LIGHT YELLOW BRICK STACK ABOUT 150 FEET HIGH.  THE
 KW2999'WORDS MAGEE CARPET ARE ON THE EAST AND NORTH SIDES OF THE STACK.
 KW2999
 KW2999                          STATION RECOVERY (2004)
 KW2999
 KW2999'RECOVERY NOTE BY GEOCACHING 2004 (BB)
 KW2999'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3000 ***********************************************************************
 KW3000  DESIGNATION -  BLOOMSBURG RAD STA WHLM N MAST
 KW3000  PID         -  KW3000
 KW3000  STATE/COUNTY-  PA/COLUMBIA
 KW3000  USGS QUAD   -  CATAWISSA (1984)
 KW3000
 KW3000                         *CURRENT SURVEY CONTROL
 KW3000  ___________________________________________________________________
 KW3000* NAD 83(1992)-  40 59 47.32017(N)    076 29 25.88960(W)     ADJUSTED  
 KW3000* NAVD 88     -                                                        
 KW3000  ___________________________________________________________________
 KW3000  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 KW3000  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KW3000
 KW3000  HORZ ORDER  -  THIRD
 KW3000
 KW3000.The horizontal coordinates were established by classical geodetic methods
 KW3000.and adjusted by the National Geodetic Survey in June 2002..
 KW3000
 KW3000
 KW3000.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3000
 KW3000.The geoid height was determined by GEOID03.
 KW3000
 KW3000;                    North         East     Units Scale Factor Converg.
 KW3000;SPC PA N     -    92,924.105   705,966.347   MT  0.99998367   +0 49 59.5
 KW3000;SPC PA N     -   304,868.50  2,316,157.92   sFT  0.99998367   +0 49 59.5
 KW3000;UTM  18      - 4,539,435.922   374,635.903   MT  0.99979343   -0 58 40.5
 KW3000
 KW3000                          SUPERSEDED SURVEY CONTROL
 KW3000
 KW3000  NAD 83(1986)-  40 59 47.31929(N)    076 29 25.88684(W) AD(       ) 4
 KW3000  NAD 27      -  40 59 47.00400(N)    076 29 27.07700(W) AD(       ) 3
 KW3000
 KW3000.Superseded values are not recommended for survey control.
 KW3000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3000.See file dsdata.txt to determine how the superseded data were derived.
 KW3000
 KW3000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL7463639436(NAD 83)
 KW3000_MARKER: 42 = RADIO/TV MAST
 KW3000
 KW3000  HISTORY     - Date     Condition        Report By
 KW3000  HISTORY     - 1958     FIRST OBSERVED   CGS
 KW3000
 KW3000                          STATION DESCRIPTION
 KW3000
 KW3000'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KW3000'THE STATION IS THE LIGHT ATOP THE MAST WHICH IS LOCATED ABOUT 1.0
 KW3000'MILE WEST OF BLOOMSBURG ON A HIGH WOODED HILL.  THE MAST IS A
 KW3000'SLENDER RED AND WHITE STEEL STRUCTURE ABOUT 400 FEET HIGH.
 KW3000'
 KW3000'THE STATION IS THE MOST NORTHERLY OF FIVE MASTS.  THE MOST WESTERLY
 KW3000'ONE IS HIGHER IN ELEVATION, BUT ALL ARE ABOUT 400 FEET HIGH AND
 KW3000'SET IN A NORTH-SOUTH DIRECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3001 ***********************************************************************
 KW3001  DESIGNATION -  BLOOMSBURG RAD STA WHLM S MAST
 KW3001  PID         -  KW3001
 KW3001  STATE/COUNTY-  PA/COLUMBIA
 KW3001  USGS QUAD   -  CATAWISSA (1984)
 KW3001
 KW3001                         *CURRENT SURVEY CONTROL
 KW3001  ___________________________________________________________________
 KW3001* NAD 83(1992)-  40 59 36.96383(N)    076 29 12.15154(W)     ADJUSTED  
 KW3001* NAVD 88     -                                                        
 KW3001  ___________________________________________________________________
 KW3001  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 KW3001  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KW3001
 KW3001  HORZ ORDER  -  THIRD
 KW3001
 KW3001.The horizontal coordinates were established by classical geodetic methods
 KW3001.and adjusted by the National Geodetic Survey in June 2002..
 KW3001
 KW3001
 KW3001.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3001
 KW3001.The geoid height was determined by GEOID03.
 KW3001
 KW3001;                    North         East     Units Scale Factor Converg.
 KW3001;SPC PA N     -    92,609.345   706,292.055   MT  0.99998403   +0 50 08.6
 KW3001;SPC PA N     -   303,835.83  2,317,226.52   sFT  0.99998403   +0 50 08.6
 KW3001;UTM  18      - 4,539,111.087   374,951.440   MT  0.99979246   -0 58 31.3
 KW3001
 KW3001                          SUPERSEDED SURVEY CONTROL
 KW3001
 KW3001  NAD 83(1986)-  40 59 36.96291(N)    076 29 12.14875(W) AD(       ) 4
 KW3001  NAD 27      -  40 59 36.64800(N)    076 29 13.33900(W) AD(       ) 3
 KW3001
 KW3001.Superseded values are not recommended for survey control.
 KW3001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3001.See file dsdata.txt to determine how the superseded data were derived.
 KW3001
 KW3001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL7495139111(NAD 83)
 KW3001_MARKER: 42 = RADIO/TV MAST
 KW3001
 KW3001  HISTORY     - Date     Condition        Report By
 KW3001  HISTORY     - 1958     FIRST OBSERVED   CGS
 KW3001
 KW3001                          STATION DESCRIPTION
 KW3001
 KW3001'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KW3001'THE STATION IS THE LIGHT ATOP THE MAST WHICH IS LOCATED ABOUT 1.0
 KW3001'MILE WEST OF BLOOMSBURG ON A HIGH WOODED HILL.  THE MAST IS A
 KW3001'SLENDER RED AND WHITE STEEL STRUCTURE ABOUT 400 FEET HIGH.
 KW3001'
 KW3001'THE STATION IS THE MOST SOUTHERLY OF FIVE MASTS.  THE MOST WESTERLY
 KW3001'ONE IS HIGHER IN ELEVATION, BUT ALL ARE ABOUT 400 FEET HIGH AND
 KW3001'SET IN A NORTH-SOUTH DIRECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3003 ***********************************************************************
 KW3003  DESIGNATION -  BLOOMSBURG RAD STA WHLM W MAST
 KW3003  PID         -  KW3003
 KW3003  STATE/COUNTY-  PA/COLUMBIA
 KW3003  USGS QUAD   -  CATAWISSA (1984)
 KW3003
 KW3003                         *CURRENT SURVEY CONTROL
 KW3003  ___________________________________________________________________
 KW3003* NAD 83(1992)-  40 59 43.17183(N)    076 29 48.28036(W)     ADJUSTED  
 KW3003* NAVD 88     -                                                        
 KW3003  ___________________________________________________________________
 KW3003  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 KW3003  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KW3003
 KW3003  HORZ ORDER  -  THIRD
 KW3003
 KW3003.The horizontal coordinates were established by classical geodetic methods
 KW3003.and adjusted by the National Geodetic Survey in June 2002..
 KW3003
 KW3003
 KW3003.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3003
 KW3003.The geoid height was determined by GEOID03.
 KW3003
 KW3003;                    North         East     Units Scale Factor Converg.
 KW3003;SPC PA N     -    92,788.560   705,444.942   MT  0.99998381   +0 49 44.7
 KW3003;SPC PA N     -   304,423.80  2,314,447.28   sFT  0.99998381   +0 49 44.7
 KW3003;UTM  18      - 4,539,316.946   374,110.574   MT  0.99979506   -0 58 55.2
 KW3003
 KW3003                          SUPERSEDED SURVEY CONTROL
 KW3003
 KW3003  NAD 83(1986)-  40 59 43.17130(N)    076 29 48.27671(W) AD(       ) 4
 KW3003  NAD 27      -  40 59 42.85500(N)    076 29 49.47100(W) AD(       ) 3
 KW3003
 KW3003.Superseded values are not recommended for survey control.
 KW3003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3003.See file dsdata.txt to determine how the superseded data were derived.
 KW3003
 KW3003_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL7411139317(NAD 83)
 KW3003_MARKER: 42 = RADIO/TV MAST
 KW3003
 KW3003  HISTORY     - Date     Condition        Report By
 KW3003  HISTORY     - 1958     FIRST OBSERVED   CGS
 KW3003
 KW3003                          STATION DESCRIPTION
 KW3003
 KW3003'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KW3003'THE STATION IS THE LIGHT ATOP THE MAST WHICH IS LOCATED ABOUT 1.0
 KW3003'MILE WEST OF BLOOMSBURG ON A HIGH WOODED HILL.
 KW3003'
 KW3003'THE MAST IS A SLENDER RED AND WHITE STEEL STRUCTURE ABOUT 400 FEET
 KW3003'HIGH.
 KW3003'
 KW3003'THE STATION IS THE MOST WESTERLY OF FIVE MASTS.  THE OTHER FOUR MASTS
 KW3003'ARE LOWER IN ELEVATION BUT ARE ALL ABOUT 400 FEET HIGH AND THEY ARE
 KW3003'SET IN A NORTH-SOUTH DIRECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1904 ***********************************************************************
 LZ1904  DESIGNATION -  BLOOMSBURG RAD STA WCNR TOWER
 LZ1904  PID         -  LZ1904
 LZ1904  STATE/COUNTY-  PA/COLUMBIA
 LZ1904  USGS QUAD   -  BLOOMSBURG (1983)
 LZ1904
 LZ1904                         *CURRENT SURVEY CONTROL
 LZ1904  ___________________________________________________________________
 LZ1904* NAD 83(1992)-  41 01 15.52129(N)    076 25 12.45143(W)     ADJUSTED  
 LZ1904* NAVD 88     -                                                        
 LZ1904  ___________________________________________________________________
 LZ1904  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 LZ1904  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 LZ1904
 LZ1904  HORZ ORDER  -  THIRD
 LZ1904
 LZ1904.The horizontal coordinates were established by classical geodetic methods
 LZ1904.and adjusted by the National Geodetic Survey in June 2002..
 LZ1904
 LZ1904
 LZ1904.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1904
 LZ1904.The geoid height was determined by GEOID03.
 LZ1904
 LZ1904;                    North         East     Units Scale Factor Converg.
 LZ1904;SPC PA N     -    95,733.135   711,847.202   MT  0.99998064   +0 52 47.2
 LZ1904;SPC PA N     -   314,084.46  2,335,452.03   sFT  0.99998064   +0 52 47.2
 LZ1904;UTM  18      - 4,542,057.123   380,601.438   MT  0.99977546   -0 55 55.9
 LZ1904
 LZ1904                          SUPERSEDED SURVEY CONTROL
 LZ1904
 LZ1904  NAD 83(1986)-  41 01 15.52076(N)    076 25 12.44911(W) AD(       ) 4
 LZ1904  NAD 27      -  41 01 15.21000(N)    076 25 13.65800(W) AD(       ) 3
 LZ1904
 LZ1904.Superseded values are not recommended for survey control.
 LZ1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1904.See file dsdata.txt to determine how the superseded data were derived.
 LZ1904
 LZ1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL8060142057(NAD 83)
 LZ1904
 LZ1904  HISTORY     - Date     Condition        Report By
 LZ1904  HISTORY     - 1958     MONUMENTED       CGS
 LZ1904
 LZ1904                          STATION DESCRIPTION
 LZ1904
 LZ1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ1904'THE STATION IS THE LIGHT STOP A FOUR LEGGED, RED AND WHITE STEEL
 LZ1904'STRUCTURE WHICH IS LOCATED ABOUT 2.0 MILES EAST OF BLOOMSBURG
 LZ1904'AND 0.8 MILE NORTH OF U.S. HIGHWAY 11.
 LZ1904'
 LZ1904'THE TOWER IS 269 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0799 ***********************************************************************
 LZ0799  DESIGNATION -  BLOSS
 LZ0799  PID         -  LZ0799
 LZ0799  STATE/COUNTY-  PA/TIOGA
 LZ0799  USGS QUAD   -  NAUVOO (1986)
 LZ0799
 LZ0799                         *CURRENT SURVEY CONTROL
 LZ0799  ___________________________________________________________________
 LZ0799* NAD 83(1992)-  41 37 13.82127(N)    077 08 13.14026(W)     ADJUSTED  
 LZ0799* NAVD 88     -       719.372  (meters)    2360.14   (feet)  ADJUSTED  
 LZ0799  ___________________________________________________________________
 LZ0799  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 LZ0799  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 LZ0799  DYNAMIC HT  -         719.041 (meters)    2359.05  (feet)  COMP
 LZ0799  MODELED GRAV-     980,138.8   (mgal)                       NAVD 88
 LZ0799
 LZ0799  HORZ ORDER  -  SECOND
 LZ0799  VERT ORDER  -  SECOND    CLASS 0
 LZ0799
 LZ0799.The horizontal coordinates were established by classical geodetic methods
 LZ0799.and adjusted by the National Geodetic Survey in June 2002..
 LZ0799
 LZ0799.The orthometric height was determined by differential leveling
 LZ0799.and adjusted by the National Geodetic Survey in June 1991..
 LZ0799
 LZ0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ0799
 LZ0799.The geoid height was determined by GEOID03.
 LZ0799
 LZ0799.The dynamic height is computed by dividing the NAVD 88
 LZ0799.geopotential number by the normal gravity value computed on the
 LZ0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0799.degrees latitude (g = 980.6199 gals.).
 LZ0799
 LZ0799.The modeled gravity was interpolated from observed gravity values.
 LZ0799
 LZ0799;                    North         East     Units Scale Factor Converg.
 LZ0799;SPC PA N     -   161,636.365   651,087.228   MT  0.99996311   +0 24 19.9
 LZ0799;SPC PA N     -   530,301.97  2,136,108.68   sFT  0.99996311   +0 24 19.9
 LZ0799;UTM  18      - 4,609,848.545   321,967.540   MT  0.99999006   -1 25 11.1
 LZ0799
 LZ0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ0799!SPC PA N     -   0.99989228  x   0.99996311  =   0.99985539
 LZ0799!UTM  18      -   0.99989228  x   0.99999006  =   0.99988234
 LZ0799
 LZ0799|---------------------------------------------------------------------|
 LZ0799| PID    Reference Object                     Distance      Geod. Az  |
 LZ0799|                                                           dddmmss.s |
 LZ0799| LZ0800 BLOSS RM 1                           15.261 METERS 02950     |
 LZ0799| LZ2025 ALLEN                               APPROX.17.1 KM 0433800.7 |
 LZ0799| LZ1665 BLOSS CABLE TV CO MAST               91.280 METERS 08457     |
 LZ0799| LZ1664 BLOSS LOT 1969                       11.826 METERS 10755     |
 LZ0799| LZ0797 BLOSS AZ MK                                        1454408.9 |
 LZ0799| LZ0798 BLOSS RM 2                           12.273 METERS 17315     |
 LZ0799| LZ1663 BLOSS PENNA GAME COMM MAST           89.878 METERS 27311     |
 LZ0799|---------------------------------------------------------------------|
 LZ0799
 LZ0799                          SUPERSEDED SURVEY CONTROL
 LZ0799
 LZ0799  NAD 83(1996)-  41 37 13.82003(N)    077 08 13.14024(W) AD(       ) 2
 LZ0799  NAD 83(1986)-  41 37 13.82175(N)    077 08 13.13826(W) AD(       ) 2
 LZ0799  NAD 27      -  41 37 13.56198(N)    077 08 14.22843(W) AD(       ) 2
 LZ0799  NGVD 29 (??/??/92)  719.514  (m)         2360.61   (f) ADJ UNCH    2 0
 LZ0799
 LZ0799.Superseded values are not recommended for survey control.
 LZ0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0799.See file dsdata.txt to determine how the superseded data were derived.
 LZ0799
 LZ0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM2196809849(NAD 83)
 LZ0799_MARKER: DE = TRAVERSE STATION DISK
 LZ0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0799_STAMPING: BLOSS 1968
 LZ0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0799+STABILITY: SURFACE MOTION
 LZ0799
 LZ0799  HISTORY     - Date     Condition        Report By
 LZ0799  HISTORY     - 1969     MONUMENTED       CGS
 LZ0799  HISTORY     - 1969     GOOD             NGS
 LZ0799  HISTORY     - 1977     GOOD             PADT
 LZ0799
 LZ0799                          STATION DESCRIPTION
 LZ0799
 LZ0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LZ0799'THE STATION IS LOCATED ABOUT 5.5 MILES NORTH-NORTHWEST OF LIBERTY,
 LZ0799'4.5 MILES SOUTHWEST OF BLOSSBURG AND 2 MILES SOUTH OF ARNOT.  IT
 LZ0799'IS JUST WEST OF THE BLOSS LOOKOUT TOWER.
 LZ0799'
 LZ0799'TO REACH THE STATION FROM THE POST OFFICE IN LIBERTY, GO WEST ON THE
 LZ0799'PAVED ROAD FOR 0.05 MILE TO THE JUNCTION OF U.S.  HIGHWAY 15, TURN
 LZ0799'RIGHT AND GO NORTH ON U.S. HIGHWAY 15 FOR 4.6 MILES TO A SIDE ROAD ON
 LZ0799'THE LEFT, JUST AFTER PASSING THE TRAIL TOP RESTAURANT ON THE LEFT,
 LZ0799'TURN LEFT AND GO WEST ON THE GRAVELED ROAD FOR 0.6 MILE TO A SIDE
 LZ0799'ROAD ON THE RIGHT, SIGN BLOSS FIRE TWR, TURN RIGHT AND GO NORTHWEST
 LZ0799'ON THE GRAVELED ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LZ0799'CONTINUE AHEAD ON GRAVELED ROAD FOR 0.1 MILE TO THE LOOKOUT TOWER
 LZ0799'AND THE STATION.
 LZ0799'
 LZ0799'THE STATION MARK IS 36.5 FEET NORTH-NORTHWEST OF THE SOUTHWEST LEG OF
 LZ0799'LOOKOUT TOWER, 27 FEET WEST-NORTHWEST OF THE NORTHWEST LEG AND
 LZ0799'15 FEET NORTH-NORTHEAST OF AN 8-INCH TRIANGULAR BLAZED OAK TREE.  THE
 LZ0799'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 LZ0799'PROJECTING 2 INCHES AND IS STAMPED BLOSS 1968.
 LZ0799'
 LZ0799'REFERENCE MARK NO. 1 IS 48 FEET NORTH OF THE NORTHWEST LEG OF THE
 LZ0799'LOOKOUT TOWER AND 13 FEET SOUTH OF A 12-INCH TRIANGULAR
 LZ0799'BLAZED TREE.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 LZ0799'OUTCROPPING BEDROCK AND IS STAMPED BLOSS NO 1 1968.
 LZ0799'
 LZ0799'REFERENCE MARK NO. 2 IS 30 FEET WEST-SOUTHWEST OF THE SOUTHWEST LEG
 LZ0799'OF LOOKOUT TOWER, 20 FEET NORTH OF POWERLINE POLE NO. A-27 AND 3
 LZ0799'FEET EAST-SOUTHEAST OF A 12-INCH TRIANGULAR BLAZED TREE.  THE MARK IS
 LZ0799'A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK SET
 LZ0799'FLUSH WITH THE GROUND AND IS STAMPED BLOSS NO 2 1968.
 LZ0799'
 LZ0799'THE AZIMUTH MARK IS 27.5 FEET SOUTH OF POWERLINE POLE NO. A-60, 22
 LZ0799'FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD
 LZ0799'AND 2.6 FEET NORTHWEST OF A METAL WITNESS POST.  THE MARK IS A
 LZ0799'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 LZ0799'PROJECTING 2 INCHES AND IS STAMPED BLOSS 1968.
 LZ0799'
 LZ0799'HEIGHT OF LIGHT ABOVE STATION MARK 22.26 METERS.
 LZ0799
 LZ0799                          STATION RECOVERY (1969)
 LZ0799
 LZ0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LZ0799'5.6 MI N FROM LIBERTY.
 LZ0799'4.65 MILES NORTH ALONG U.S. HIGHWAY 15 FROM THE POST OFFICE IN
 LZ0799'LIBERTY TO THE TOP OF BLOSS MOUNTAIN, THENCE WEST ALONG A GRAVELED
 LZ0799'ROAD FOR 0.6 MILE TO A SIDE ROAD NORTH AND A SIGN, BLOSS FIRE TWR,
 LZ0799'THENCE NORTH 0.5 MILE ALONG A GRAVELED ROAD TO THE LOOKOUT TOWER
 LZ0799'AND STATION, 40.27 FEET NORTH OF RM 2, 50.07 FEET SOUTH OF RM
 LZ0799'1, 36.5 FEET NORTH OF THE SOUTHWEST LEG OF THE TOWER, 27 FEET
 LZ0799'WEST OF THE NORTHWEST LEG OF THE TOWER, 15 FEET NORTH OF A
 LZ0799'TRIANGULAR BLAZED OAK TREE, SET IN THE TOP OF A CONCRETE POST
 LZ0799'PROJECTING 2-INCHES.
 LZ0799
 LZ0799                          STATION RECOVERY (1977)
 LZ0799
 LZ0799'RECOVERY NOTE BY PA DEPT OF TRANSP 1977
 LZ0799'BLOSS 1968 RECOVERED GOOD.
 LZ0799'
 LZ0799'BLOSS NO 1 - BLOSS NO 2 RECOVERED GOOD.
 LZ0799'
 LZ0799'BLOSS 1968 (AZIM) RECOVERED GOOD.
 LZ0799'
 LZ0799'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES S OF ARNOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0797 ***********************************************************************
 LZ0797  DESIGNATION -  BLOSS AZ MK
 LZ0797  PID         -  LZ0797
 LZ0797  STATE/COUNTY-  PA/TIOGA
 LZ0797  USGS QUAD   -  NAUVOO (1986)
 LZ0797
 LZ0797                         *CURRENT SURVEY CONTROL
 LZ0797  ___________________________________________________________________
 LZ0797* NAD 83(1986)-  41 37 10.     (N)    077 08 10.     (W)     SCALED    
 LZ0797* NAVD 88     -       712.915  (meters)    2338.96   (feet)  ADJUSTED  
 LZ0797  ___________________________________________________________________
 LZ0797  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 LZ0797  DYNAMIC HT  -         712.587 (meters)    2337.88  (feet)  COMP
 LZ0797  MODELED GRAV-     980,138.6   (mgal)                       NAVD 88
 LZ0797
 LZ0797  VERT ORDER  -  SECOND    CLASS 0
 LZ0797
 LZ0797.The horizontal coordinates were scaled from a topographic map and have
 LZ0797.an estimated accuracy of +/- 6 seconds.
 LZ0797
 LZ0797.The orthometric height was determined by differential leveling
 LZ0797.and adjusted by the National Geodetic Survey in June 1991..
 LZ0797
 LZ0797.The geoid height was determined by GEOID03.
 LZ0797
 LZ0797.The dynamic height is computed by dividing the NAVD 88
 LZ0797.geopotential number by the normal gravity value computed on the
 LZ0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0797.degrees latitude (g = 980.6199 gals.).
 LZ0797
 LZ0797.The modeled gravity was interpolated from observed gravity values.
 LZ0797
 LZ0797;                    North         East    Units  Estimated Accuracy
 LZ0797;SPC PA N     -   161,520.      651,160.      MT  (+/- 180 meters Scaled)
 LZ0797
 LZ0797                          SUPERSEDED SURVEY CONTROL
 LZ0797
 LZ0797  NGVD 29 (??/??/92)  713.057  (m)         2339.42   (f) ADJ UNCH    2 0
 LZ0797
 LZ0797.Superseded values are not recommended for survey control.
 LZ0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0797.See file dsdata.txt to determine how the superseded data were derived.
 LZ0797
 LZ0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM220097(NAD 83)
 LZ0797_MARKER: DZ = AZIMUTH MARK DISK
 LZ0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0797_STAMPING: BLOSS 1968
 LZ0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0797+STABILITY: SURFACE MOTION
 LZ0797
 LZ0797  HISTORY     - Date     Condition        Report By
 LZ0797  HISTORY     - 1968     MONUMENTED       CGS
 LZ0797  HISTORY     - 1969     GOOD             NGS
 LZ0797
 LZ0797                          STATION DESCRIPTION
 LZ0797
 LZ0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ0797'5.6 MI N FROM LIBERTY.
 LZ0797'4.65 MILES NORTH ALONG U.S. HIGHWAY 15 FROM THE POST OFFICE IN
 LZ0797'LIBERTY TO THE TOP OF BLOSS MOUNTAIN, THENCE WEST ALONG A GRAVELED
 LZ0797'ROAD FOR 0.6 MILE TO A SIDE ROAD NORTH AND A SIGN, BLOSS FIRE
 LZ0797'TWR, THENCE NORTH 0.4 MILE, 27.5 FEET SOUTH OF POWER LINE POLE
 LZ0797'NO. A 60, 22 FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED
 LZ0797'ROAD, 2.6 FEET NORTHWEST OF A METAL WITNESS SIGN, SET IN THE
 LZ0797'TOP OF A CONCRETE POST PROJECTING 2-INCHES AND IS ABOUT LEVEL
 LZ0797'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1665 ***********************************************************************
 LZ1665  DESIGNATION -  BLOSS CABLE TV CO MAST
 LZ1665  PID         -  LZ1665
 LZ1665  STATE/COUNTY-  PA/TIOGA
 LZ1665  USGS QUAD   -  NAUVOO (1986)
 LZ1665
 LZ1665                         *CURRENT SURVEY CONTROL
 LZ1665  ___________________________________________________________________
 LZ1665* NAD 83(1992)-  41 37 14.08154(N)    077 08 09.21261(W)     ADJUSTED  
 LZ1665* NAVD 88     -                                                        
 LZ1665  ___________________________________________________________________
 LZ1665  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 LZ1665  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 LZ1665
 LZ1665  HORZ ORDER  -  THIRD
 LZ1665
 LZ1665.The horizontal coordinates were established by classical geodetic methods
 LZ1665.and adjusted by the National Geodetic Survey in June 2002..
 LZ1665
 LZ1665
 LZ1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1665
 LZ1665.The geoid height was determined by GEOID03.
 LZ1665
 LZ1665;                    North         East     Units Scale Factor Converg.
 LZ1665;SPC PA N     -   161,645.038   651,178.091   MT  0.99996311   +0 24 22.5
 LZ1665;SPC PA N     -   530,330.43  2,136,406.79   sFT  0.99996311   +0 24 22.5
 LZ1665;UTM  18      - 4,609,854.320   322,058.636   MT  0.99998966   -1 25 08.5
 LZ1665
 LZ1665                          SUPERSEDED SURVEY CONTROL
 LZ1665
 LZ1665  NAD 83(1996)-  41 37 14.08028(N)    077 08 09.21262(W) AD(       ) 4
 LZ1665  NAD 83(1986)-  41 37 14.08164(N)    077 08 09.21079(W) AD(       ) 4
 LZ1665  NAD 27      -  41 37 13.82226(N)    077 08 10.30168(W) AD(       ) 3
 LZ1665
 LZ1665.Superseded values are not recommended for survey control.
 LZ1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1665.See file dsdata.txt to determine how the superseded data were derived.
 LZ1665
 LZ1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM2205909854(NAD 83)
 LZ1665
 LZ1665  HISTORY     - Date     Condition        Report By
 LZ1665  HISTORY     - 1969     MONUMENTED       CGS
 LZ1665
 LZ1665                          STATION DESCRIPTION
 LZ1665
 LZ1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LZ1665'THE STATION IS THE TOP CENTER OF THE BLOSS, CABLE TV COMPANY, MAST.
 LZ1665'THE MAST IS A STEEL STRUCTURE PAINTED RED AND IS 100 FEET IN
 LZ1665'OVERALL HEIGHT.
 LZ1665'
 LZ1665'THE MAST IS LOCATED ABOUT 5.5 MILES NORTH-NORTHWEST OF LIBERTY, 4.5
 LZ1665'MILES SOUTHWEST OF BLOSSBURG AND 2 MILES SOUTH OF ARNOT.  IT IS
 LZ1665'ABOUT 91 METERS EAST OF TRAVERSE STATION BLOSS.  THE DISTANCE COULD
 LZ1665'NOT BE MEASURED DUE TO OBSTRUCTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1664 ***********************************************************************
 LZ1664  DESIGNATION -  BLOSS LOT 1969
 LZ1664  PID         -  LZ1664
 LZ1664  STATE/COUNTY-  PA/TIOGA
 LZ1664  USGS QUAD   -  NAUVOO (1986)
 LZ1664
 LZ1664                         *CURRENT SURVEY CONTROL
 LZ1664  ___________________________________________________________________
 LZ1664* NAD 83(1992)-  41 37 13.70332(N)    077 08 12.65420(W)     ADJUSTED  
 LZ1664* NAVD 88     -       713.     (meters)    2339.     (feet)  SCALED    
 LZ1664  ___________________________________________________________________
 LZ1664  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 LZ1664  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 LZ1664
 LZ1664  HORZ ORDER  -  THIRD
 LZ1664
 LZ1664.The horizontal coordinates were established by classical geodetic methods
 LZ1664.and adjusted by the National Geodetic Survey in June 2002..
 LZ1664
 LZ1664.The orthometric height was scaled from a topographic map.
 LZ1664
 LZ1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1664
 LZ1664.The geoid height was determined by GEOID03.
 LZ1664
 LZ1664;                    North         East     Units Scale Factor Converg.
 LZ1664;SPC PA N     -   161,632.806   651,098.505   MT  0.99996310   +0 24 20.2
 LZ1664;SPC PA N     -   530,290.30  2,136,145.68   sFT  0.99996310   +0 24 20.2
 LZ1664;UTM  18      - 4,609,844.629   321,978.699   MT  0.99999001   -1 25 10.7
 LZ1664
 LZ1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1664!SPC PA N     -   0.99989330  x   0.99996310  =   0.99985640
 LZ1664!UTM  18      -   0.99989330  x   0.99999001  =   0.99988331
 LZ1664
 LZ1664                          SUPERSEDED SURVEY CONTROL
 LZ1664
 LZ1664  NAD 83(1996)-  41 37 13.70207(N)    077 08 12.65418(W) AD(       ) 4
 LZ1664  NAD 83(1986)-  41 37 13.70291(N)    077 08 12.65257(W) AD(       ) 4
 LZ1664  NAD 27      -  41 37 13.44405(N)    077 08 13.74238(W) AD(       ) 3
 LZ1664
 LZ1664.Superseded values are not recommended for survey control.
 LZ1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1664.See file dsdata.txt to determine how the superseded data were derived.
 LZ1664
 LZ1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM2197909845(NAD 83)
 LZ1664
 LZ1664  HISTORY     - Date     Condition        Report By
 LZ1664  HISTORY     - 1969     MONUMENTED       CGS
 LZ1664
 LZ1664                          STATION DESCRIPTION
 LZ1664
 LZ1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LZ1664'THE STATION IS LOCATED ABOUT 5.5 MILES NORTH-NORTHWEST OF LIBERTY,
 LZ1664'4.5 MILES SOUTHWEST OF BLOSSBURG AND 2 MILES SOUTH OF ARNOT.
 LZ1664'
 LZ1664'THE STATION IS THE BOTTOM CENTER OF THE BLOSS LOOKOUT TOWER.  THE
 LZ1664'TOWER IS A 4-LEGGED STEEL STRUCTURE SUPPORTING A SQUARE METAL
 LZ1664'CABIN AND IS ABOUT 90 FEET IN OVERALL HEIGHT.
 LZ1664'
 LZ1664'THE DISTANCE TO TRAVERSE STATION BLOSS IS 38.80 FEET OR 11.826
 LZ1664'METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1663 ***********************************************************************
 LZ1663  DESIGNATION -  BLOSS PENNA GAME COMM MAST
 LZ1663  PID         -  LZ1663
 LZ1663  STATE/COUNTY-  PA/TIOGA
 LZ1663  USGS QUAD   -  NAUVOO (1986)
 LZ1663
 LZ1663                         *CURRENT SURVEY CONTROL
 LZ1663  ___________________________________________________________________
 LZ1663* NAD 83(1992)-  41 37 13.98265(N)    077 08 17.01668(W)     ADJUSTED  
 LZ1663* NAVD 88     -                                                        
 LZ1663  ___________________________________________________________________
 LZ1663  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 LZ1663  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 LZ1663
 LZ1663  HORZ ORDER  -  THIRD
 LZ1663
 LZ1663.The horizontal coordinates were established by classical geodetic methods
 LZ1663.and adjusted by the National Geodetic Survey in June 2002..
 LZ1663
 LZ1663
 LZ1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1663
 LZ1663.The geoid height was determined by GEOID03.
 LZ1663
 LZ1663;                    North         East     Units Scale Factor Converg.
 LZ1663;SPC PA N     -   161,640.709   650,997.457   MT  0.99996311   +0 24 17.4
 LZ1663;SPC PA N     -   530,316.23  2,135,814.16   sFT  0.99996311   +0 24 17.4
 LZ1663;UTM  18      - 4,609,855.746   321,877.951   MT  0.99999045   -1 25 13.7
 LZ1663
 LZ1663                          SUPERSEDED SURVEY CONTROL
 LZ1663
 LZ1663  NAD 83(1996)-  41 37 13.98138(N)    077 08 17.01668(W) AD(       ) 4
 LZ1663  NAD 83(1986)-  41 37 13.98285(N)    077 08 17.01475(W) AD(       ) 4
 LZ1663  NAD 27      -  41 37 13.72294(N)    077 08 18.10116(W) AD(       ) 3
 LZ1663
 LZ1663.Superseded values are not recommended for survey control.
 LZ1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1663.See file dsdata.txt to determine how the superseded data were derived.
 LZ1663
 LZ1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM2187809856(NAD 83)
 LZ1663
 LZ1663  HISTORY     - Date     Condition        Report By
 LZ1663  HISTORY     - 1969     MONUMENTED       CGS
 LZ1663
 LZ1663                          STATION DESCRIPTION
 LZ1663
 LZ1663'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LZ1663'THE STATION IS THE TOP CENTER OF THE BLOSS, PENNSYLVANIA GAME
 LZ1663'COMMISSION, RELAY MAST.  THE MAST IS A STEEL STRUCTURE PAINTED
 LZ1663'ALTERNATE RED AND WHITE AND IS 100 FEET IN OVERALL HEIGHT.
 LZ1663'
 LZ1663'THE MAST IS LOCATED ABOUT 5.5 MILES NORTH-NORTHWEST OF LIBERTY, 4.5
 LZ1663'MILES SOUTHWEST OF BLOSSBURG AND 2 MILES NORTH-NORTHWEST
 LZ1663'OF LIBERTY, 4.5 MILES SOUTHWEST OF BLOSSBURG AND 2 MILES SOUTH OF
 LZ1663'ARNOT.  IT IS ABOUT 90 METERS WEST OF TRAVERSE STATION BLOSS.  THE
 LZ1663'DISTANCE COULD NOT BE MEASURED DUE TO OBSTRUCTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0800 ***********************************************************************
 LZ0800  DESIGNATION -  BLOSS RM 1
 LZ0800  PID         -  LZ0800
 LZ0800  STATE/COUNTY-  PA/TIOGA
 LZ0800  USGS QUAD   -  NAUVOO (1986)
 LZ0800
 LZ0800                         *CURRENT SURVEY CONTROL
 LZ0800  ___________________________________________________________________
 LZ0800* NAD 83(1986)-  41 37 13.     (N)    077 08 13.     (W)     SCALED    
 LZ0800* NAVD 88     -       718.937  (meters)    2358.71   (feet)  ADJUSTED  
 LZ0800  ___________________________________________________________________
 LZ0800  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 LZ0800  DYNAMIC HT  -         718.607 (meters)    2357.63  (feet)  COMP
 LZ0800  MODELED GRAV-     980,138.8   (mgal)                       NAVD 88
 LZ0800
 LZ0800  VERT ORDER  -  SECOND    CLASS 0
 LZ0800
 LZ0800.The horizontal coordinates were scaled from a topographic map and have
 LZ0800.an estimated accuracy of +/- 6 seconds.
 LZ0800
 LZ0800.The orthometric height was determined by differential leveling
 LZ0800.and adjusted by the National Geodetic Survey in June 1991..
 LZ0800
 LZ0800.The geoid height was determined by GEOID03.
 LZ0800
 LZ0800.The dynamic height is computed by dividing the NAVD 88
 LZ0800.geopotential number by the normal gravity value computed on the
 LZ0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0800.degrees latitude (g = 980.6199 gals.).
 LZ0800
 LZ0800.The modeled gravity was interpolated from observed gravity values.
 LZ0800
 LZ0800;                    North         East    Units  Estimated Accuracy
 LZ0800;SPC PA N     -   161,610.      651,090.      MT  (+/- 180 meters Scaled)
 LZ0800
 LZ0800                          SUPERSEDED SURVEY CONTROL
 LZ0800
 LZ0800  NGVD 29 (??/??/92)  719.080  (m)         2359.18   (f) ADJ UNCH    2 0
 LZ0800
 LZ0800.Superseded values are not recommended for survey control.
 LZ0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0800.See file dsdata.txt to determine how the superseded data were derived.
 LZ0800
 LZ0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM219098(NAD 83)
 LZ0800_MARKER: DR = REFERENCE MARK DISK
 LZ0800_SETTING: 66 = SET IN ROCK OUTCROP
 LZ0800_SP_SET: BEDROCK
 LZ0800_STAMPING: BLOSS NO 1 1968
 LZ0800_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ0800+STABILITY: POSITION/ELEVATION WELL
 LZ0800
 LZ0800  HISTORY     - Date     Condition        Report By
 LZ0800  HISTORY     - 1968     MONUMENTED       CGS
 LZ0800  HISTORY     - 1969     GOOD             NGS
 LZ0800
 LZ0800                          STATION DESCRIPTION
 LZ0800
 LZ0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ0800'5.6 MI N FROM LIBERTY.
 LZ0800'AT THE BLOSS STATION SITE-- 50.07 FEET NORTH OF THE STATION, 48
 LZ0800'FEET NORTH OF THE NORTHWEST LEG OF THE TOWER, 13 FEET SOUTH OF
 LZ0800'A 12-INCH TRIANGULAR BLAZED TREE, SET IN THE TOP OF OUTCROPPING
 LZ0800'BEDROCK, FLUSH, AND IS ABOUT LEVEL WITH THE STATION.  NOTE-- FOR
 LZ0800'DESCRIPTION SEE STATION BLOSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0798 ***********************************************************************
 LZ0798  DESIGNATION -  BLOSS RM 2
 LZ0798  PID         -  LZ0798
 LZ0798  STATE/COUNTY-  PA/TIOGA
 LZ0798  USGS QUAD   -  NAUVOO (1986)
 LZ0798
 LZ0798                         *CURRENT SURVEY CONTROL
 LZ0798  ___________________________________________________________________
 LZ0798* NAD 83(1986)-  41 37 13.     (N)    077 08 13.     (W)     SCALED    
 LZ0798* NAVD 88     -       719.566  (meters)    2360.78   (feet)  ADJUSTED  
 LZ0798  ___________________________________________________________________
 LZ0798  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 LZ0798  DYNAMIC HT  -         719.236 (meters)    2359.69  (feet)  COMP
 LZ0798  MODELED GRAV-     980,138.8   (mgal)                       NAVD 88
 LZ0798
 LZ0798  VERT ORDER  -  SECOND    CLASS 0
 LZ0798
 LZ0798.The horizontal coordinates were scaled from a topographic map and have
 LZ0798.an estimated accuracy of +/- 6 seconds.
 LZ0798
 LZ0798.The orthometric height was determined by differential leveling
 LZ0798.and adjusted by the National Geodetic Survey in June 1991..
 LZ0798
 LZ0798.The geoid height was determined by GEOID03.
 LZ0798
 LZ0798.The dynamic height is computed by dividing the NAVD 88
 LZ0798.geopotential number by the normal gravity value computed on the
 LZ0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0798.degrees latitude (g = 980.6199 gals.).
 LZ0798
 LZ0798.The modeled gravity was interpolated from observed gravity values.
 LZ0798
 LZ0798;                    North         East    Units  Estimated Accuracy
 LZ0798;SPC PA N     -   161,610.      651,090.      MT  (+/- 180 meters Scaled)
 LZ0798
 LZ0798                          SUPERSEDED SURVEY CONTROL
 LZ0798
 LZ0798  NGVD 29 (??/??/92)  719.709  (m)         2361.25   (f) ADJ UNCH    2 0
 LZ0798
 LZ0798.Superseded values are not recommended for survey control.
 LZ0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0798.See file dsdata.txt to determine how the superseded data were derived.
 LZ0798
 LZ0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM219098(NAD 83)
 LZ0798_MARKER: DR = REFERENCE MARK DISK
 LZ0798_SETTING: 66 = SET IN ROCK OUTCROP
 LZ0798_SP_SET: BEDROCK
 LZ0798_STAMPING: BLOSS NO 2 1968
 LZ0798_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ0798+STABILITY: POSITION/ELEVATION WELL
 LZ0798
 LZ0798  HISTORY     - Date     Condition        Report By
 LZ0798  HISTORY     - 1968     MONUMENTED       CGS
 LZ0798  HISTORY     - 1969     GOOD             NGS
 LZ0798
 LZ0798                          STATION DESCRIPTION
 LZ0798
 LZ0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ0798'5.6 MI N FROM LIBERTY.
 LZ0798'AT THE BLOSS STATION SITE-- 40.27 FEET SOUTH OF THE STATION, 30
 LZ0798'FEET WEST OF THE SOUTHWEST LEG OF THE TOWER, 20 FEET NORTH OF
 LZ0798'POWER LINE POLE NO. A-27, 3 FEET EAST OF A 12-INCH TRIANGULAR
 LZ0798'BLAZED TREE, SET IN THE TOP OF OUTCROPPING BEDROCK, FLUSH, AND
 LZ0798'IS ABOUT LEVEL WITH THE STATION.  NOTE-- FOR DESCRIPTION SEE
 LZ0798'STATION BLOSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2871 ***********************************************************************
 KW2871  DESIGNATION -  BLUE
 KW2871  PID         -  KW2871
 KW2871  STATE/COUNTY-  PA/MIFFLIN
 KW2871  USGS QUAD   -  MC VEYTOWN (1971)
 KW2871
 KW2871                         *CURRENT SURVEY CONTROL
 KW2871  ___________________________________________________________________
 KW2871* NAD 83(1992)-  40 26 16.70445(N)    077 43 01.34767(W)     ADJUSTED  
 KW2871* NAVD 88     -       640.2    (meters)    2100.     (feet)  VERTCON   
 KW2871  ___________________________________________________________________
 KW2871  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 KW2871  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KW2871
 KW2871  HORZ ORDER  -  FIRST
 KW2871
 KW2871.The horizontal coordinates were established by classical geodetic methods
 KW2871.and adjusted by the National Geodetic Survey in June 2002..
 KW2871
 KW2871.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2871
 KW2871.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2871
 KW2871.The geoid height was determined by GEOID03.
 KW2871
 KW2871;                    North         East     Units Scale Factor Converg.
 KW2871;SPC PA S     -   122,654.246   602,796.317   MT  0.99995952   +0 01 17.0
 KW2871;SPC PA S     -   402,408.14  1,977,674.25   sFT  0.99995952   +0 01 17.0
 KW2871;UTM  18      - 4,479,915.457   269,548.866   MT  1.00025377   -1 45 47.2
 KW2871
 KW2871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2871!SPC PA S     -   0.99990488  x   0.99995952  =   0.99986441
 KW2871!UTM  18      -   0.99990488  x   1.00025377  =   1.00015863
 KW2871
 KW2871|---------------------------------------------------------------------|
 KW2871| PID    Reference Object                     Distance      Geod. Az  |
 KW2871|                                                           dddmmss.s |
 KW2871| CK6689 BLUE RM 1                            21.755 METERS 02409     |
 KW2871| KW2864 TUSCA                               APPROX.25.7 KM 0843511.3 |
 KW2871| KW2870 BLUE MOUNTAIN LOOKOUT TOWER          32.901 METERS 22048     |
 KW2871| CK6690 BLUE RM 2                            22.872 METERS 26841     |
 KW2871|---------------------------------------------------------------------|
 KW2871
 KW2871                          SUPERSEDED SURVEY CONTROL
 KW2871
 KW2871  NAD 83(1986)-  40 26 16.70435(N)    077 43 01.35240(W) AD(       ) 1
 KW2871  NAD 27      -  40 26 16.42600(N)    077 43 02.38500(W) AD(       ) 1
 KW2871  NGVD 29 (07/19/86)  640.4    (m)         2101.     (f) VERT ANG       
 KW2871
 KW2871.Superseded values are not recommended for survey control.
 KW2871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2871.See file dsdata.txt to determine how the superseded data were derived.
 KW2871
 KW2871_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK6954979915(NAD 83)
 KW2871_MARKER: DS = TRIANGULATION STATION DISK
 KW2871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2871
 KW2871  HISTORY     - Date     Condition        Report By
 KW2871  HISTORY     - 1935     MONUMENTED       CGS
 KW2871  HISTORY     - 1941     GOOD             CGS
 KW2871  HISTORY     - 1966     GOOD             CGS
 KW2871  HISTORY     - 1978     GOOD             NGS
 KW2871
 KW2871                          STATION DESCRIPTION
 KW2871
 KW2871'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KW2871'STATION IS LOCATED ABOUT 13 MILES SW OF LEWISTON AND 4 MILES SSE OF
 KW2871'MCVEYTOWN, AT THE HIGHEST POINT ON THE SOUTHERN END OF BLUE
 KW2871'MOUNTAIN, AT THE PROPOSED SITE OF BLUE MOUNTAIN FIRE LOOKOUT TOWER.
 KW2871'MARK IS 15 FEET NW FROM THE CENTER LINE OF WOODS ROAD ALONG TOP OF
 KW2871'RIDGE AND 5 PACES SW FROM AN 18-INCH TRIANGULAR-BLAZED CHESTNUT TREE
 KW2871'ON THE RIGHT SIDE OF ROAD.
 KW2871'
 KW2871'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 KW2871'CONCRETE.
 KW2871'
 KW2871'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE IN AN
 KW2871'IRREGULAR-SHAPED BOULDER ABOUT 4 FEET LONG, 2 FEET WIDE,
 KW2871'EXTENDING 12 INCHES ABOVE SURFACE.
 KW2871'
 KW2871'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLES IN A
 KW2871'BOULDER 2 FEET LONG, 1 FOOT WIDE, PROJECTING 4 INCHES.
 KW2871'
 KW2871'TO REACH FROM LEWISTON, GO SW ON HIGHWAYS 22 AND 522 ABOUT 11.0 MILES
 KW2871'TO MCVEYTOWN.  TURN LEFT ON HIGHWAY 103 AND GO 1.7 MILES E TO
 KW2871'MACADAM T-ROAD, TURN RIGHT AND GO 1.0 MILE TO DIRT T-ROAD LEFT.  TURN
 KW2871'LEFT AND FOLLOW MAIN ROAD 3.8 MILES TO ROAD SHARP TO RIGHT (THIS IS A
 KW2871'NEW ROAD UNDER CONSTRUCTION AND WILL LEAD S FOR 1.6 MILES ALONG RIDGE
 KW2871'TO PROPOSED SITE OF BLUE MOUNTAIN FIRE TOWER AND STATION SITE, WHEN
 KW2871'COMPLETED).
 KW2871'
 KW2871'A 90-FOOT TOWER REQUIRED FOR OBSERVATIONS.
 KW2871'
 KW2871'HEIGHT OF LIGHT ABOVE STATION MARK- 30 METERS.
 KW2871
 KW2871                          STATION RECOVERY (1941)
 KW2871
 KW2871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KW2871'STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 KW2871'CONDITION AS DESCRIBED EXCEPT THAT THE ANGLE BETWEEN REFERENCE
 KW2871'MARK NO. 1 AND REFERENCE MARK NO. 2 FAILED TO CHECK BY 1 MINUTE AND
 KW2871'55 SECONDS.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 KW2871'
 KW2871'STATION IS LOCATED ABOUT 4 MILES EASTERLY OF RYDE, ON THE HIGHEST
 KW2871'POINT ON THE SOUTHERN END OF BLUE MOUNTAIN.  IT IS 96 FEET N OF
 KW2871'THE NW LEG OF THE BLUE MOUNTAIN LOOKOUT TOWER AND 71 FEET SE OF THE
 KW2871'CENTER OF THE ROAD LEADING TO THE LOOKOUT TOWER.  MARK IS
 KW2871'STAMPED BLUE 1935 AND PROJECTS 4 INCHES.
 KW2871'
 KW2871'REFERENCE MARK NO. 1 IS 43 FEET SE OF THE CENTER OF THE ROAD LEADING
 KW2871'TO THE LOOKOUT TOWER AND IS STAMPED BLUE NO. 1 1935.
 KW2871'
 KW2871'REFERENCE MARK NO. 2 IS 15 FEET SE OF THE CENTER OF THE ROAD LEADING
 KW2871'TO THE LOOKOUT TOWER AND IS STAMPED BLUE NO. 2 1935.
 KW2871'
 KW2871'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION BECAUSE OF TALL
 KW2871'TIMBER ON THE MOUNTAIN AND NO AVAILABLE SITE.
 KW2871'
 KW2871'THE DISTANCE WAS MEASURED TO THE CENTER OF THE BASE OF THE LOOKOUT
 KW2871'TOWER FROM THE STATION AND THE DIRECTION WAS ALSO OBSERVED.  IT
 KW2871'IS A FOUR-LEGGED STEEL STRUCTURE PAINTED IN ALTERNATE STRIPES OF RED
 KW2871'AND WHITE.  IT HAS A GLASS-ENCLOSED CAB ON ITS TOP.  IT IS ABOUT
 KW2871'100 FEET HIGH AND IS OWNED AND OPERATED BY THE DEPARTMENT OF FORESTS
 KW2871'AND WATERS OF THE STATE OF PENNSYLVANIA.
 KW2871'
 KW2871'TO REACH THE STATION FROM THE GENERAL STORE IN RYDE, GO NORTHERLY ON
 KW2871'STATE HIGHWAY 103 FOR 3.65 MILES TO A SIDE ROAD RIGHT AND SIGN
 KW2871'BLUE MOUNTAIN TOWER 5 MILES, TURN RIGHT AND FOLLOW IMPROVED ROAD UP
 KW2871'MOUNTAIN 3.55 MILES, THEN TURN SHARP RIGHT ON SIDE ROAD AND CONTINUE
 KW2871'UP MOUNTAIN 1.6 MILES TO THE LOOKOUT TOWER AND STATION.
 KW2871'
 KW2871'A 77-FOOT TOWER IS NEEDED TO SEE ALL LINES AT THIS STATION.
 KW2871
 KW2871                          STATION RECOVERY (1966)
 KW2871
 KW2871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW2871'STATION RECOVERED AS DESCRIBED IN 1941 BY G.L. AND ALL MARKS ARE IN
 KW2871'GOOD CONDITION.  THE STATION WAS NOT OCCUPIED AT THIS TIME.
 KW2871'
 KW2871'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4 MILES E OF RYDE
 KW2871
 KW2871                          STATION RECOVERY (1978)
 KW2871
 KW2871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 KW2871'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 KW2871'CONDITION.  REFERENCE MARK 1 WAS FOUND TO BE LOOSE IN THE
 KW2871'GROUND.  THE DIRECTIONS CHECKED THE 1941 DATA.  HOWEVER, A
 KW2871'LONGER DISTANCE OF 0.017 METER TO REFERENCE MARK 1 AND A
 KW2871'SHORTER DISTANCE OF 0.009 METER TO REFERENCE MARK 2 WAS
 KW2871'NOTED AND VERIFIED.  A NEW DESCRIPTION FOLLOWS.
 KW2871'
 KW2871'THE STATION IS LOCATED 15 MILES SOUTHWEST OF LEWISTOWN,
 KW2871'5-1/2 MILES WEST OF REEDS GAP, 5 MILES SOUTH-SOUTHEAST OF
 KW2871'MCVEYTOWN, AND ON THE SOUTHERN END OF A MOUNTAIN RANGE
 KW2871'KNOWN AS BLUE MOUNTAIN.  THIS IS STATE FOREST LAND AND
 KW2871'PERMISSION WAS OBTAINED FROM MR. KENNETH REED, FOREST
 KW2871'RANGER OF DISTRICT 3, PENNSYLVANIA BUREAU OF FORESTRY,
 KW2871'BLAIN, PENNSYLVANIA.  PHONE NUMBER 717-536-3191.
 KW2871'
 KW2871'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 KW2871'522 AND 22 AND HOLIDAY STREET IN MCVEYTOWN, GO EASTERLY
 KW2871'ON HOLIDAY STREET FOR 0.6 MILE TO STATE HIGHWAY 103 ON
 KW2871'THE RIGHT, JUST AFTER CROSSING RAILROAD TRACKS.  TURN
 KW2871'RIGHT AND GO SOUTHERLY ON STATE HIGHWAY 103 FOR 1.55 MILES
 KW2871'TO BLUE MOUNTAIN ROAD ON THE LEFT.  TURN LEFT AND GO
 KW2871'EASTERLY ON THE WINDING PAVED ROAD FOR 1.2 MILES TO THE
 KW2871'END OF PAVEMENT.  CONTINUE AHEAD ON THE WINDING GRAVEL
 KW2871'ROAD, UPHILL, FOR 2.3 MILES TO A SIDE ROAD ON THE RIGHT.
 KW2871'TURN SHARP RIGHT AND FOLLOW THE TRACK ROAD FOR 1.6 MILES
 KW2871'TO THE STATION ON THE LEFT AS DESCRIBED.
 KW2871'
 KW2871'THE STATION MARK, STAMPED---BLUE 1935---, IS A STANDARD DISK
 KW2871'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 KW2871'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 KW2871'99.5 FEET NORTHEAST OF THE NORTHWEST CONCRETE FOUNDATION
 KW2871'THAT IS THE ONLY REMAINS OF THE LOOKOUT TOWER, 74 FEET
 KW2871'SOUTHEAST OF THE CENTER OF THE TRACK ROAD AND 25 FEET
 KW2871'NORTHWEST OF A 24-INCH OAK TREE.  THE 1941 DATA STATES
 KW2871'THAT THERE IS AN UNDERGROUND DISK.
 KW2871'
 KW2871'REFERENCE MARK 1, STAMPED---BLUE NO 1 1935---, IS A
 KW2871'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 KW2871'PROJECTS 1 FOOT ABOVE THE GROUND SURFACE.  IT IS 43 FEET
 KW2871'SOUTHEAST OF THE CENTER OF THE TRACK ROAD, 18.5 FEET EAST
 KW2871'OF A 24-INCH OAK TREE, AND 13 FEET NORTH OF A 20-INCH OAK
 KW2871'TREE.
 KW2871'
 KW2871'REFERENCE MARK 2, STAMPED---BLUE NO 2 1935---, IS A STANDARD
 KW2871'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH
 KW2871'WITH THE GROUND SURFACE.  IT IS 67.5 FEET NORTH OF THE
 KW2871'NORTHWEST CONCRETE FOUNDATION THAT IS THE ONLY REMAINS OF
 KW2871'THE LOOKOUT TOWER, 25 FEET SOUTHWEST OF A DOUBLE 24-INCH
 KW2871'OAK TREE, AND 15 FEET SOUTHEAST OF THE CENTER OF THE TRACK
 KW2871'ROAD.
 KW2871'
 KW2871'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 23.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3080 ***********************************************************************
 KW3080  DESIGNATION -  BLUE
 KW3080  PID         -  KW3080
 KW3080  STATE/COUNTY-  PA/DAUPHIN
 KW3080  USGS QUAD   -  GRANTVILLE (1975)
 KW3080
 KW3080                         *CURRENT SURVEY CONTROL
 KW3080  ___________________________________________________________________
 KW3080* NAD 83(1992)-  40 24 40.91428(N)    076 40 11.70596(W)     ADJUSTED  
 KW3080* NAVD 88     -       387.7    (meters)    1272.     (feet)  VERTCON   
 KW3080  ___________________________________________________________________
 KW3080  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 KW3080  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 KW3080
 KW3080  HORZ ORDER  -  SECOND
 KW3080
 KW3080.The horizontal coordinates were established by classical geodetic methods
 KW3080.and adjusted by the National Geodetic Survey in June 2002..
 KW3080
 KW3080.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW3080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW3080
 KW3080.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3080
 KW3080.The geoid height was determined by GEOID03.
 KW3080
 KW3080;                    North         East     Units Scale Factor Converg.
 KW3080;SPC PA S     -   120,259.764   691,670.519   MT  0.99995973   +0 42 02.7
 KW3080;SPC PA S     -   394,552.24  2,269,255.69   sFT  0.99995973   +0 42 02.7
 KW3080;UTM  18      - 4,474,755.093   358,312.081   MT  0.99984712   -1 04 57.9
 KW3080
 KW3080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3080!SPC PA S     -   0.99994456  x   0.99995973  =   0.99990429
 KW3080!UTM  18      -   0.99994456  x   0.99984712  =   0.99979169
 KW3080
 KW3080|---------------------------------------------------------------------|
 KW3080| PID    Reference Object                     Distance      Geod. Az  |
 KW3080|                                                           dddmmss.s |
 KW3080| CB2790 BLUE RM 1                            17.214 METERS 07824     |
 KW3080| KW1170 TOBIAS                              APPROX. 8.3 KM 0792327.7 |
 KW3080| KW3077 HERSHEY ST POLICE ACADEMY TANK      APPROX.12.2 KM 1691610.1 |
 KW3080| CB2791 BLUE RM 2                            16.861 METERS 18535     |
 KW3080| KW3113 ROCKVILLE TV STATION WHP MAST       APPROX.18.4 KM 2463643.7 |
 KW3080|---------------------------------------------------------------------|
 KW3080
 KW3080                          SUPERSEDED SURVEY CONTROL
 KW3080
 KW3080  NAD 83(1986)-  40 24 40.90699(N)    076 40 11.70862(W) AD(       ) 2
 KW3080  NAD 27      -  40 24 40.59210(N)    076 40 12.81620(W) AD(       ) 2
 KW3080  NGVD 29 (07/19/86)  387.9    (m)         1273.     (f) VERT ANG       
 KW3080
 KW3080.Superseded values are not recommended for survey control.
 KW3080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3080.See file dsdata.txt to determine how the superseded data were derived.
 KW3080
 KW3080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK5831274755(NAD 83)
 KW3080_MARKER: DS = TRIANGULATION STATION DISK
 KW3080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3080
 KW3080  HISTORY     - Date     Condition        Report By
 KW3080  HISTORY     - 1934     MONUMENTED       CGS
 KW3080  HISTORY     - 1960     GOOD             CGS
 KW3080  HISTORY     - 20050412 POOR             GEOCAC
 KW3080
 KW3080                          STATION DESCRIPTION
 KW3080
 KW3080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 KW3080'STATION IS LOCATED ON LAND BELONGING TO THE PENNSYLVANIA NATIONAL
 KW3080'GUARD MILITARY RESERVATION, ON THE HIGHEST PART OF BLUE MOUNTAIN
 KW3080'BETWEEN INDIANTOWN GAP AND MANADA GAP, ABOUT 2-1/2 MILES NE OF MANADA
 KW3080'GAP.  THE MARK IS 4 PACES E OF A 14-INCH OAK TREE WITH A
 KW3080'TRIANGULAR BLAZE AND 4 PACES N OF THE CENTER LINE OF A DIM WOODS
 KW3080'ROAD.  MARK PROJECTS 8 INCHES ABOVE GROUND AND IS STAMPED BLUE
 KW3080'1934.
 KW3080'
 KW3080'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 KW3080'SET IN CONCRETE.
 KW3080'
 KW3080'REFERENCE MARK NO. 1 IS 17.210 METERS SE OF THE STATION, AND 3 PACES
 KW3080'N OF THE CENTER LINE OF A DIM WOODS ROAD.  MARK PROJECTS 6 INCHES
 KW3080'ABOVE GROUND AND IS STAMPED BLUE NO. 1 1934.
 KW3080'
 KW3080'REFERENCE MARK NO. 2 IS 16.820 METERS SSW OF THE STATION AND 10 PACES
 KW3080'SE OF A 20-INCH OAK TREE.  MARK PROJECTS 6 INCHES ABOVE
 KW3080'GROUND AND IS STAMPED BLUE NO. 2, 1934.
 KW3080'
 KW3080'TO REACH THE STATION FOLLOW STATE HIGHWAY 343 TO THE INDIANTOWN GAP
 KW3080'MILITARY RESERVATION WHICH IS ABOUT 4.0 MILES W BY S OF LICKDALE.
 KW3080'GO N THROUGH THE GAP TO THE INTERSECTION WITH THE VALLEY ROAD, TURN
 KW3080'LEFT ON THE VALLEY ROAD WHICH GOES BETWEEN BLUE MOUNTAIN AND
 KW3080'SECOND MOUNTAIN (VALLEY ROAD IS A DIRT ROAD) AND GO 2.7 MILES TO A
 KW3080'RED OBSERVING STAND ON THE RIGHT AND A T-ROAD LEFT WITH THE SIGN
 KW3080'AND ARROW WEST TOWER ROAD, TURN LEFT ON WEST TOWER ROAD (A ROUGH
 KW3080'ROCKY ROAD UP THE MOUNTAIN) AND GO 1.2 MILES TO AN INVERTED
 KW3080'Y-ROAD, CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO THE INTERSECTION
 KW3080'WITH THE APPALACHIAN TRAIL AND A BLAZED TREE ON THE RIGHT, TURN RIGHT
 KW3080'ON THE APPALACHIAN TRAIL FOR 0.7 MILE TO A BLAZED TREE ON THE
 KW3080'RIGHT AND THE STATION.
 KW3080'
 KW3080'NOTE- NO AZIMUTH MARK WAS SET.  TREES PREVENTED ANY PLACE FROM BEING
 KW3080'VISIBLE FROM GROUND.
 KW3080'
 KW3080'A 64-FOOT TOWER WILL CLEAR ALL CLEAR ALL LINES OBSERVED.
 KW3080
 KW3080                          STATION RECOVERY (1960)
 KW3080
 KW3080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW3080'THE STATION MARK AND REFERENCE MARK 1 AND 2 WAS RECOVERED IN GOOD
 KW3080'CONDITION.  A LONGER DISTANCE IN MEASUREMENTS OF .004 WAS FOUND
 KW3080'TO REFERENCE MARK 1.  A LONGER DISTANCE IN MEASUREMENT OF .001 WAS
 KW3080'FOUND TO REFERENCE MARK 2.  A COMPLETE DESCRIPTION FOLLOWS-
 KW3080'
 KW3080'THE STATION IS LOCATED ON THE HIGHEST PART OF BLUE MOUNTAIN, ABOUT 2
 KW3080'1/2 MILES NORTHEAST OF MANADA GAP AND ON PROPERTY OF THE
 KW3080'U.S. MILITARY RESERVATION OF INDIANTOWN GAP PENNSYLVANIA.
 KW3080'
 KW3080'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 22 AND STATE
 KW3080'HIGHWAY 343 1 MILE SOUTH OF INDIANTOWN GAP.  GO NORTHEAST ON
 KW3080'STATE HIGHWAY 343 FOR 1.05 MILES TO A BOOTH IN THE CENTER OF THE ROAD
 KW3080'AND A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHWEST ON A PAVED
 KW3080'ROAD FOR 1.0 MILE TO THE JUNCTION OF STATE HIGHWAY 443, CONTINUE
 KW3080'NORTHWEST ON HIGHWAY 443 FOR 1.1 MILES TO A FORK.  KEEP LEFT ON
 KW3080'THE GRAVELED ROAD FOR 0.4 MILE TO A FORK.  KEEP LEFT FORK ON THE
 KW3080'GRAVELED ROAD FOR 2.6 MILES TO A FORK.  KEEP LEFT FORK FOR 0.95
 KW3080'MILE TO A DIM WOODS ROAD LEFT, AT TELEPHONE LINE POLE NUMBER 258.
 KW3080'TURN LEFT AND GO SOUTH ON WOODS ROAD FOR 0.4 MILE TO TOP OF HILL.
 KW3080'TURN LEFT AND GO EAST FOR ABOUT 200 FEET TO A STANDARD METAL
 KW3080'WITNESS POST AND STATION ON LEFT AS DESCRIBED.
 KW3080'
 KW3080'THE STATION MARK, A STANDARD DISK STAMPED BLUE 1934, CEMENTED ON TOP
 KW3080'OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES
 KW3080'ABOVE THE SURFACE OF THE GROUND.  IS 1.7 FEET SOUTH-SOUTHEAST OF A
 KW3080'STANDARD METAL WITNESS POST AND MARKER, 9.6 FEET NORTHEAST OF
 KW3080'A 18-INCH TRIANGULAR BLAZED OAK TREE, 12 FEET NORTH OF THE CENTER OF
 KW3080'A DIM WOODS ROAD AND ABOUT 30 FEET SOUTH OF THE NORTH SIDE OF THE
 KW3080'HILL.
 KW3080'
 KW3080'REFERENCE MARK 1, A STANDARD DISK STAMPED BLUE NO 1 1934, CEMENTED IN
 KW3080'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES
 KW3080'ABOVE THE SURFACE OF THE GROUND.  IT IS 6 FEET NORTH OF THE WOODS
 KW3080'ROAD, 57.2 FEET EAST OF THE STANDARD WITNESS POST, 65 FEET
 KW3080'EAST-NORTHEAST OF THE TRIANGULAR BLAZED OAK TREE AND ABOUT THE SAME
 KW3080'ELEVATION AS THE STATION MARK.
 KW3080'
 KW3080'REFERENCE MARK 2, A STANDARD DISK STAMPED BLUE NO 2 1934, CEMENTED IN
 KW3080'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 6
 KW3080'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 40 FEET SOUTH OF THE
 KW3080'WOODS ROAD, 50 FEET SOUTH OF THE TRIANGULAR BLAZED OAK TREE, 56.9
 KW3080'FEET SOUTH-SOUTHWEST OF THE STANDARD WITNESS POST AND IS ABOUT 3 FEET
 KW3080'LOWER THAN THE STATION MARK.
 KW3080'
 KW3080'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION AS TRIANGULATION
 KW3080'STATION TICE CAN BE SEEN FROM THE GROUND WITH A SMALL AMOUNT
 KW3080'OF CLEARING.
 KW3080
 KW3080                          STATION RECOVERY (2005)
 KW3080
 KW3080'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW3080'NOTE- STATION IS ON THE FORT INDIANTOWN GAP NATIONAL GUARD TRAINING
 KW3080'CENTER. PERMISSION MUST BE RECEIVED FROM RANGE CONTROL BEFORE ENTERING
 KW3080'AREA.
 KW3080'STATION IS TILTED SLIGHTLY AND MAY HAVE BEEN RESET. THE MONUMENT IS
 KW3080'CURRENTLY IN A FLATTENED AREA MADE OF BUILT UP FILL ON TOP OF THE
 KW3080'MOUNTAIN, USED FOR HELICOPTER LANDING AND TROOP MUSTERING. THE SLOPE
 KW3080'OF THE SIDES OF THE FLAT AREA ARE NOT NATURAL AND APPEAR TO HAVE BEEN
 KW3080'MAN MADE.
 KW3080'REFERENCE MARKS NOT LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3022 ***********************************************************************
 KW3022  DESIGNATION -  BLUE BALL TEXAS EASTERN MAST
 KW3022  PID         -  KW3022
 KW3022  STATE/COUNTY-  PA/LANCASTER
 KW3022  USGS QUAD   -  NEW HOLLAND (1992)
 KW3022
 KW3022                         *CURRENT SURVEY CONTROL
 KW3022  ___________________________________________________________________
 KW3022* NAD 83(1992)-  40 04 45.18749(N)    076 00 56.03804(W)     ADJUSTED  
 KW3022* NAVD 88     -                                                        
 KW3022  ___________________________________________________________________
 KW3022  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 KW3022  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KW3022
 KW3022  HORZ ORDER  -  THIRD
 KW3022
 KW3022.The horizontal coordinates were established by classical geodetic methods
 KW3022.and adjusted by the National Geodetic Survey in June 2002..
 KW3022
 KW3022
 KW3022.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3022
 KW3022.The geoid height was determined by GEOID03.
 KW3022
 KW3022;                    North         East     Units Scale Factor Converg.
 KW3022;SPC PA S     -    84,271.750   747,926.291   MT  0.99998039   +1 07 31.0
 KW3022;SPC PA S     -   276,481.57  2,453,821.51   sFT  0.99998039   +1 07 31.0
 KW3022;UTM  18      - 4,437,043.897   413,411.055   MT  0.99969230   -0 39 14.1
 KW3022
 KW3022                          SUPERSEDED SURVEY CONTROL
 KW3022
 KW3022  NAD 83(1991)-  40 04 45.18703(N)    076 00 56.03811(W) AD(       ) 4
 KW3022  NAD 83(1986)-  40 04 45.17775(N)    076 00 56.04059(W) AD(       ) 4
 KW3022  NAD 27      -  40 04 44.80817(N)    076 00 57.20494(W) AD(       ) 3
 KW3022
 KW3022.Superseded values are not recommended for survey control.
 KW3022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3022.See file dsdata.txt to determine how the superseded data were derived.
 KW3022
 KW3022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK1341137044(NAD 83)
 KW3022_MARKER: 44 = MICROWAVE MAST
 KW3022
 KW3022  HISTORY     - Date     Condition        Report By
 KW3022  HISTORY     - 1960     FIRST OBSERVED   CGS
 KW3022  HISTORY     - 1966     GOOD             CGS
 KW3022  HISTORY     - 1980     GOOD             NGS
 KW3022  HISTORY     - 1980     GOOD             NGS
 KW3022
 KW3022                          STATION DESCRIPTION
 KW3022
 KW3022'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW3022'THE STATION IS LOCATED ABOUT 3.25 MILES FROM BLUE BALL ON STATE ROUTE
 KW3022'897.  IT IS ABOUT 100 FEET IN HEIGHT, PAINTED ORANGE AND WHITE,
 KW3022'WITH TWO ROUND REFLECTORS MOUNTED AT THE TOP.  THE POINT INTERSECTED
 KW3022'WAS THE CENTER OF THE MAST.
 KW3022
 KW3022                          STATION RECOVERY (1966)
 KW3022
 KW3022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW3022'STATION RECOVERED IN GOOD CONDITION.  THE RED LIGHT AT TOP CENTER OF
 KW3022'THE TOWER WAS INTERSECTED.
 KW3022'
 KW3022'STATION IS LOCATED 1.1 MILES WEST OF BLUE BALL AND THE JUNCTION OF
 KW3022'U.S. HIGHWAY 322 AND STATE HIGHWAY 23, 0.2 MILE NORTH OF
 KW3022'STATE HIGHWAY 23 AND TOWER ROAD, 0.05 MILE EAST OF TOWER ROAD AND
 KW3022'ABOUT 0.1 MILE NORTHEAST OF A LARGE, NEW SCHOOL BUILDING.
 KW3022'
 KW3022'STATION IS A 22 FOOT SQUARE CONCRETE TOWER ABOUT 120 FEET IN HEIGHT
 KW3022'WITH FOUR LARGE FANS ON TOP.  THE RED LIGHT IS CENTERED ATOP
 KW3022'THE FANS.
 KW3022
 KW3022                          STATION RECOVERY (1980)
 KW3022
 KW3022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 KW3022'THIS STATION WAS NOT VISITED AT THIS DATE, HOWEVER, IT WAS INTERSECTED
 KW3022'FROM TRIANGULATION STATION WELSH 1960.
 KW3022
 KW3022                          STATION RECOVERY (1980)
 KW3022
 KW3022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 KW3022'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2266 ***********************************************************************
 KX2266  DESIGNATION -  BLUE KNOB
 KX2266  PID         -  KX2266
 KX2266  STATE/COUNTY-  PA/BEDFORD
 KX2266  USGS QUAD   -  BLUE KNOB (1981)
 KX2266
 KX2266                         *CURRENT SURVEY CONTROL
 KX2266  ___________________________________________________________________
 KX2266* NAD 83(1992)-  40 17 18.65470(N)    078 33 45.61307(W)     ADJUSTED  
 KX2266* NAVD 88     -       954.     (meters)    3130.     (feet)  SCALED    
 KX2266  ___________________________________________________________________
 KX2266  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 KX2266  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KX2266
 KX2266  HORZ ORDER  -  FIRST
 KX2266
 KX2266.The horizontal coordinates were established by classical geodetic methods
 KX2266.and adjusted by the National Geodetic Survey in June 2002..
 KX2266
 KX2266.The orthometric height was scaled from a topographic map.
 KX2266
 KX2266.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2266
 KX2266.The geoid height was determined by GEOID03.
 KX2266
 KX2266;                    North         East     Units Scale Factor Converg.
 KX2266;SPC PA S     -   106,376.230   530,899.400   MT  0.99996349   -0 31 38.1
 KX2266;SPC PA S     -   349,002.68  1,741,792.45   sFT  0.99996349   -0 31 38.1
 KX2266;UTM  17      - 4,462,630.854   707,181.829   MT  1.00012842   +1 34 35.9
 KX2266
 KX2266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2266!SPC PA S     -   0.99985547  x   0.99996349  =   0.99981897
 KX2266!UTM  17      -   0.99985547  x   1.00012842  =   0.99998388
 KX2266
 KX2266:                Primary Azimuth Mark                     Grid Az
 KX2266:SPC PA S     -  CRESSON HOSPITAL LAUNDRY STACK           000 53 54.1
 KX2266:UTM  17      -  CRESSON HOSPITAL LAUNDRY STACK           358 47 40.1
 KX2266
 KX2266|---------------------------------------------------------------------|
 KX2266| PID    Reference Object                     Distance      Geod. Az  |
 KX2266|                                                           dddmmss.s |
 KX2266| KX2259 CRESSON HOSPITAL LAUNDRY STACK      APPROX.18.0 KM 0002216.0 |
 KX2266| KX2260 CRESSON HOSPITAL WATER TANK         APPROX.17.2 KM 0005732.1 |
 KX2266| KX2264 PAVIA AZ MK                         APPROX. 3.5 KM 1964702.9 |
 KX2266| CK6691 BLUE KNOB RM 1                       14.743 METERS 22633     |
 KX2266| KX2265 BLUE KNOB LOOKOUT TOWER 1941         17.755 METERS 23138     |
 KX2266| KX2270 HOSTEIN LOOKOUT TOWER               APPROX.15.4 KM 2612123.7 |
 KX2266| CK6692 BLUE KNOB RM 2                       19.203 METERS 33650     |
 KX2266|---------------------------------------------------------------------|
 KX2266
 KX2266                          SUPERSEDED SURVEY CONTROL
 KX2266
 KX2266  NAD 83(1986)-  40 17 18.66216(N)    078 33 45.62394(W) AD(       ) 1
 KX2266  NAD 27      -  40 17 18.38800(N)    078 33 46.56200(W) AD(       ) 1
 KX2266
 KX2266.Superseded values are not recommended for survey control.
 KX2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2266.See file dsdata.txt to determine how the superseded data were derived.
 KX2266
 KX2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE0718262631(NAD 83)
 KX2266_MARKER: DS = TRIANGULATION STATION DISK
 KX2266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2266
 KX2266  HISTORY     - Date     Condition        Report By
 KX2266  HISTORY     - 1941     MONUMENTED       CGS
 KX2266
 KX2266                          STATION DESCRIPTION
 KX2266
 KX2266'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2266'THE STATION IS LOCATED ABOUT 3 MILES NE OF PAVIA, ON THE HIGHEST
 KX2266'POINT OF A PROMINENT TIMBERED MOUNTAIN KNOWN LOCALLY AS
 KX2266'BLUE KNOB AND IN AN AREA KNOWN AS BLUE KNOB NATIONAL PARK AND NEAR A
 KX2266'COMBINATION AIRWAY BEACON AND LOOKOUT TOWER.  IT IS 48
 KX2266'FEET NE OF THE NE LEG OF THE LOOKOUT TOWER AND 13 FEET E OF THE NE
 KX2266'CORNER OF THE RANGER CABIN.  IT IS STAMPED BLUE KNOB 1941 AND
 KX2266'PROJECTS 6 INCHES.
 KX2266'
 KX2266'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 KX2266'CONCRETE.
 KX2266'
 KX2266'REFERENCE MARK NO. 1 IS SET FLUSH IN THE CONCRETE BASE OF THE NE LEG
 KX2266'OF THE LOOKOUT TOWER.  IT IS STAMPED BLUE KNOB NO. 1 1941.
 KX2266'
 KX2266'REFERENCE MARK NO. 2 IS A STANDARD DISK SET FLUSH IN THE TOP OF A
 KX2266'BOULDER PROJECTING 1 FOOT.  IT IS 49 FEET N OF THE NW
 KX2266'CORNER OF THE RANGER CABIN AND IS STAMPED BLUE KNOB NO. 2 1941.
 KX2266'
 KX2266'THE AZIMUTH MARK IS A NATIONAL PARK SERVICE SURVEY MARK, A 6-INCH
 KX2266'SQUARE CONCRETE POST PROJECTING 8 INCHES AND WITH A PLAIN
 KX2266'COPPER DISK IN THE TOP.  IT IS ALSO THE AZIMUTH MARK FOR STATION
 KX2266'PAVIA AND IS REFERRED TO AS PAVIA AZIMUTH.  THE DISK HAS NO
 KX2266'DATE OR NAME ON IT.  THE MARK IS IN AN OPEN FIELD ON THE NW SLOPE AND
 KX2266'SOUTHERN END OF A RIDGE RUNNING S FROM BLUE KNOB.  THE HIGHEST
 KX2266'PART OF THE RIDGE IS COVERED WITH TIMBER AND THE MARK IS ABOUT 25
 KX2266'YARDS NW OF THE EDGE OF THE TIMBER.
 KX2266'
 KX2266'REACHED FROM PAVIA BY GOING SOUTHEASTERLY AND NORTHEASTERLY ON A
 KX2266'GRADED DIRT ROAD TOWARDS QUEEN FOR 1.6 MILES TO A TRACK
 KX2266'ROAD LEADING LEFT THROUGH A BOARD GATE.  THIS GATE IS KEPT LOCKED BY
 KX2266'THE NATIONAL PARK SERVICE AND THE KEY MAY BE OBTAINED AT THE
 KX2266'HEADQUARTERS IN PAVIA.  TURN LEFT THROUGH THE GATE AND FOLLOW TRACK
 KX2266'ROAD FOR 0.3 MILE, THEN TURN LEFT AND GO SOUTHERLY ALONG THE
 KX2266'RIDGE FOR 0.5 MILE TO THE HIGHEST POINT AT THE EXTREME SW END OF THE
 KX2266'RIDGE AND THE AZIMUTH MARK.
 KX2266'
 KX2266'TO REACH THE STATION FROM PAVIA, GO NORTHWARD ON THE MAIN STREET AND
 KX2266'CONTINUE ALONG MAIN ROAD UP BLUE KNOB MOUNTAIN FOR 3.5 MILES TO
 KX2266'A SIDE ROAD LEADING RIGHT AND SIGN LOOKOUT TOWER, TURN RIGHT AND
 KX2266'FOLLOW ROAD 1.25 MILES TO THE HIGHEST POINT OF BLUE KNOB,
 KX2266'THE LOOKOUT TOWER, AND THE STATION.
 KX2266'
 KX2266'THE DIRECTION WAS OBSERVED AND A TRAVERSE CONNECTION MADE TO BLUE
 KX2266'KNOB LOOKOUT TOWER.  IT IS A COMBINATION LOOKOUT TOWER AND
 KX2266'AIRWAY BEACON.  IT IS A 4-LEGGED STEEL STRUCTURE ABOUT 75 FEET HIGH
 KX2266'WITH A GLASS-ENCLOSED CAB ON TOP, A REVOLVING BEACON LIGHT AND
 KX2266'TWO RANGE LIGHTS ARE ON THE ROOF OF THE CAB.  THE LIGHTS WERE NOT YET
 KX2266'IN OPERATION WHEN THE STATION WAS VISITED.
 KX2266'
 KX2266'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2265 ***********************************************************************
 KX2265  DESIGNATION -  BLUE KNOB LOOKOUT TOWER 1941
 KX2265  PID         -  KX2265
 KX2265  STATE/COUNTY-  PA/BEDFORD
 KX2265  USGS QUAD   -  BLUE KNOB (1981)
 KX2265
 KX2265                         *CURRENT SURVEY CONTROL
 KX2265  ___________________________________________________________________
 KX2265* NAD 83(1992)-  40 17 18.29740(N)    078 33 46.20242(W)     ADJUSTED  
 KX2265* NAVD 88     -                                                        
 KX2265  ___________________________________________________________________
 KX2265  LAPLACE CORR-          -5.07  (seconds)                    DEFLEC99
 KX2265  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KX2265
 KX2265  HORZ ORDER  -  THIRD
 KX2265
 KX2265.The horizontal coordinates were established by classical geodetic methods
 KX2265.and adjusted by the National Geodetic Survey in June 2002..
 KX2265
 KX2265
 KX2265.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2265
 KX2265.The geoid height was determined by GEOID03.
 KX2265
 KX2265;                    North         East     Units Scale Factor Converg.
 KX2265;SPC PA S     -   106,365.338   530,885.379   MT  0.99996349   -0 31 38.5
 KX2265;SPC PA S     -   348,966.95  1,741,746.45   sFT  0.99996349   -0 31 38.5
 KX2265;UTM  17      - 4,462,619.453   707,168.216   MT  1.00012835   +1 34 35.5
 KX2265
 KX2265                          SUPERSEDED SURVEY CONTROL
 KX2265
 KX2265  NAD 83(1986)-  40 17 18.30486(N)    078 33 46.21329(W) AD(       ) 4
 KX2265  NAD 27      -  40 17 18.03100(N)    078 33 47.15100(W) AD(       ) 3
 KX2265
 KX2265.Superseded values are not recommended for survey control.
 KX2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2265.See file dsdata.txt to determine how the superseded data were derived.
 KX2265
 KX2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE0716862619(NAD 83)
 KX2265_MARKER: 57 = LOOKOUT TOWER
 KX2265
 KX2265  HISTORY     - Date     Condition        Report By
 KX2265  HISTORY     - 1941     FIRST OBSERVED   CGS
 KX2265
 KX2265                          STATION DESCRIPTION
 KX2265
 KX2265'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2265'THE STATION IS THE BLUE KNOB LOOKOUT TOWER WHICH IS LOCATED ABOUT 3
 KX2265'MILES NE OF PAVIA, ON THE HIGHEST POINT OF A PROMINENT
 KX2265'TIMBERED MOUNTAIN KNOWN LOCALLY AS BLUE KNOB, IN THE BLUE KNOB
 KX2265'NATIONAL PARK AREA.  IT IS A FOUR-LEGGED STEEL STRUCTURE ABOUT 75
 KX2265'FEET HIGH WITH A GLASS-ENCLOSED CAB ON TOP.  THERE IS AN AIRWAY
 KX2265'BEACON OF THE STANDARD REVOLVING TYPE BELONGING TO THE CIVIL
 KX2265'AERONAUTICS BUREAU ON THE ROOF OF THE CAB.  THERE ARE ALSO TWO FIXED
 KX2265'LIGHTS WHICH SHOW ALONG THE AIR COURSE.  THESE LIGHTS WERE NOT YET
 KX2265'IN OPERATION WHEN THE STATION WAS VISITED.  THE CENTER OF THE TOP WAS
 KX2265'THE POINT OBSERVED UPON.  A TRAVERSE CONNECTION WAS MADE FROM
 KX2265'STATION BLUE KNOB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2870 ***********************************************************************
 KW2870  DESIGNATION -  BLUE MOUNTAIN LOOKOUT TOWER
 KW2870  PID         -  KW2870
 KW2870  STATE/COUNTY-  PA/MIFFLIN
 KW2870  USGS QUAD   -  MC VEYTOWN (1971)
 KW2870
 KW2870                         *CURRENT SURVEY CONTROL
 KW2870  ___________________________________________________________________
 KW2870* NAD 83(1992)-  40 26 15.89700(N)    077 43 02.25983(W)     ADJUSTED  
 KW2870* NAVD 88     -                                                        
 KW2870  ___________________________________________________________________
 KW2870  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 KW2870  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KW2870
 KW2870  HORZ ORDER  -  THIRD
 KW2870
 KW2870.The horizontal coordinates were established by classical geodetic methods
 KW2870.and adjusted by the National Geodetic Survey in June 2002..
 KW2870
 KW2870
 KW2870.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2870
 KW2870.The geoid height was determined by GEOID03.
 KW2870
 KW2870;                    North         East     Units Scale Factor Converg.
 KW2870;SPC PA S     -   122,629.333   602,774.829   MT  0.99995953   +0 01 16.4
 KW2870;SPC PA S     -   402,326.40  1,977,603.75   sFT  0.99995953   +0 01 16.4
 KW2870;UTM  18      - 4,479,891.218   269,526.606   MT  1.00025390   -1 45 47.8
 KW2870
 KW2870                          SUPERSEDED SURVEY CONTROL
 KW2870
 KW2870  NAD 83(1986)-  40 26 15.89767(N)    077 43 02.26573(W) AD(       ) 4
 KW2870  NAD 27      -  40 26 15.61900(N)    077 43 03.29700(W) AD(       ) 3
 KW2870
 KW2870.Superseded values are not recommended for survey control.
 KW2870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2870.See file dsdata.txt to determine how the superseded data were derived.
 KW2870
 KW2870_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK6952779891(NAD 83)
 KW2870_MARKER: 57 = LOOKOUT TOWER
 KW2870
 KW2870  HISTORY     - Date     Condition        Report By
 KW2870  HISTORY     - 1941     FIRST OBSERVED   CGS
 KW2870  HISTORY     - 1966     GOOD             CGS
 KW2870
 KW2870                          STATION DESCRIPTION
 KW2870
 KW2870'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KW2870'STATION IS THE BLUE MOUNTAIN LOOKOUT TOWER WHICH IS LOCATED ABOUT 4
 KW2870'MILES E OF RYDE, ON THE HIGHEST POINT OF THE SOUTHERN END OF
 KW2870'BLUE MOUNTAIN.  IT IS A FOUR-LEGGED STEEL STRUCTURE ABOUT 100 FEET
 KW2870'HIGH PAINTED IN ALTERNATE STRIPES OF RED AND WHITE.  IT HAS A
 KW2870'GLASS-ENCLOSED CAB ON THE TOP AND IS OWNED BY THE PENNSYLVANIA
 KW2870'DEPARTMENT OF FORESTS AND WATERS.  THE APEX OF THE ROOF WAS
 KW2870'THE POINT OBSERVED UPON.  A TRAVERSE CONNECTION WAS MADE FROM STATION
 KW2870'BLUE.
 KW2870
 KW2870                          STATION RECOVERY (1966)
 KW2870
 KW2870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW2870'STATION RECOVERED AS DESCRIBED BY G.W.L. IN 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4195 ***********************************************************************
 JV4195  DESIGNATION -  BLUE RIDGE LOOKOUT TOWER
 JV4195  PID         -  JV4195
 JV4195  STATE/COUNTY-  PA/FRANKLIN
 JV4195  USGS QUAD   -  BLUE RIDGE SUMMIT (1985)
 JV4195
 JV4195                         *CURRENT SURVEY CONTROL
 JV4195  ___________________________________________________________________
 JV4195* NAD 83(1992)-  39 43 33.07185(N)    077 29 14.82451(W)     ADJUSTED  
 JV4195* NAVD 88     -                                                        
 JV4195  ___________________________________________________________________
 JV4195  LAPLACE CORR-           6.46  (seconds)                    DEFLEC99
 JV4195  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JV4195
 JV4195  HORZ ORDER  -  THIRD
 JV4195
 JV4195.The horizontal coordinates were established by classical geodetic methods
 JV4195.and adjusted by the National Geodetic Survey in June 2002..
 JV4195
 JV4195
 JV4195.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4195
 JV4195.The geoid height was determined by GEOID03.
 JV4195
 JV4195;                    North         East     Units Scale Factor Converg.
 JV4195;SPC PA S     -    43,617.131   622,510.294   MT  1.00003892   +0 10 13.2
 JV4195;SPC PA S     -   143,100.54  2,042,352.52   sFT  1.00003892   +0 10 13.2
 JV4195;SPC MD       -   228,703.185   358,206.368   MT  1.00005991   -0 18 21.4
 JV4195;SPC MD       -   750,337.03  1,175,215.39   sFT  1.00005991   -0 18 21.4
 JV4195;UTM  18      - 4,400,288.976   286,812.835   MT  1.00015957   -1 35 25.3
 JV4195
 JV4195                          SUPERSEDED SURVEY CONTROL
 JV4195
 JV4195  NAD 83(1995)-  39 43 33.07186(N)    077 29 14.82467(W) AD(       ) 4
 JV4195  NAD 83(1991)-  39 43 33.07182(N)    077 29 14.82458(W) AD(       ) 4
 JV4195  NAD 83(1986)-  39 43 33.07488(N)    077 29 14.83380(W) AD(       ) 4
 JV4195  NAD 27      -  39 43 32.74000(N)    077 29 15.86000(W) AD(       ) 3
 JV4195
 JV4195.Superseded values are not recommended for survey control.
 JV4195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4195.See file dsdata.txt to determine how the superseded data were derived.
 JV4195
 JV4195_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK8681300289(NAD 83)
 JV4195_MARKER: 57 = LOOKOUT TOWER
 JV4195
 JV4195  HISTORY     - Date     Condition        Report By
 JV4195  HISTORY     - 1939     FIRST OBSERVED   CGS
 JV4195  HISTORY     - 1964     GOOD             CGS
 JV4195
 JV4195                          STATION DESCRIPTION
 JV4195
 JV4195'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 JV4195'THIS STATION IS A LOOKOUT TOWER OF THE PENNA. STATE FOREST COMMISSION
 JV4195'AND IS LOCATED ON A HILL KNOWN AS BLUE RIDGE.
 JV4195'
 JV4195'THE TOWER IS OF STEEL CONSTRUCTION, HAS A CLOSED CABIN AT THE TOP AND
 JV4195'IS 110 FEET HIGH.
 JV4195
 JV4195                          STATION RECOVERY (1964)
 JV4195
 JV4195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EP)
 JV4195'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THIS
 JV4195'LOOKOUT TOWER IS LOCATED ON A HILL KNOWN AS DUNLOP MOUNTAIN.  THE
 JV4195'TOWER IS LOCALLY KNOWN AS DUNLOP MOUNTAIN LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5907 ***********************************************************************
 KV5907  DESIGNATION -  BLUEBELL
 KV5907  PID         -  KV5907
 KV5907  STATE/COUNTY-  PA/MONTGOMERY
 KV5907  USGS QUAD   -  LANSDALE (1983)
 KV5907
 KV5907                         *CURRENT SURVEY CONTROL
 KV5907  ___________________________________________________________________
 KV5907* NAD 83(1992)-  40 08 59.19131(N)    075 16 05.94345(W)     ADJUSTED  
 KV5907* NAVD 88     -       111.4    (meters)     365.     (feet)  VERTCON   
 KV5907  ___________________________________________________________________
 KV5907  X           -   1,241,472.623 (meters)                     COMP
 KV5907  Y           -  -4,721,573.717 (meters)                     COMP
 KV5907  Z           -   4,090,761.189 (meters)                     COMP
 KV5907  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 KV5907  ELLIP HEIGHT-          77.43  (meters)          (06/21/02) GPS OBS
 KV5907  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 KV5907
 KV5907  HORZ ORDER  -  SECOND
 KV5907  ELLP ORDER  -  FOURTH    CLASS I
 KV5907
 KV5907.The horizontal coordinates were established by GPS observations
 KV5907.and adjusted by the National Geodetic Survey in June 2002..
 KV5907
 KV5907.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5907
 KV5907.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5907
 KV5907.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5907
 KV5907.The ellipsoidal height was determined by GPS observations
 KV5907.and is referenced to NAD 83.
 KV5907
 KV5907.The geoid height was determined by GEOID03.
 KV5907
 KV5907;                    North         East     Units Scale Factor Converg.
 KV5907;SPC PA S     -    93,624.121   811,423.201   MT  0.99997322   +1 36 36.4
 KV5907;SPC PA S     -   307,165.14  2,662,144.29   sFT  0.99997322   +1 36 36.4
 KV5907;UTM  18      - 4,444,415.538   477,146.593   MT  0.99960643   -0 10 22.8
 KV5907
 KV5907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5907!SPC PA S     -   0.99998785  x   0.99997322  =   0.99996107
 KV5907!UTM  18      -   0.99998785  x   0.99960643  =   0.99959429
 KV5907
 KV5907|---------------------------------------------------------------------|
 KV5907| PID    Reference Object                     Distance      Geod. Az  |
 KV5907|                                                           dddmmss.s |
 KV5907| CS3443 BLUEBELL RM 2                        19.040 METERS 20832     |
 KV5907| KV6107 BLUEBELL AZ MK                      437.932 METERS 2153724.5 |
 KV5907| CS3442 BLUEBELL RM 1                        12.612 METERS 34020     |
 KV5907|---------------------------------------------------------------------|
 KV5907
 KV5907                          SUPERSEDED SURVEY CONTROL
 KV5907
 KV5907  NAD 83(1996)-  40 08 59.19041(N)    075 16 05.94220(W) AD(       ) 2
 KV5907  NAD 83(1991)-  40 08 59.18786(N)    075 16 05.94532(W) AD(       ) 2
 KV5907  ELLIP H (01/27/92)   77.69   (m)                       GP(       ) 4 1
 KV5907  NAD 83(1986)-  40 08 59.18394(N)    075 16 05.94587(W) AD(       ) 2
 KV5907  NGVD 29 (07/14/89)  111.7    (m)          366.     (f) GPS OBS        
 KV5907
 KV5907.Superseded values are not recommended for survey control.
 KV5907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5907.See file dsdata.txt to determine how the superseded data were derived.
 KV5907
 KV5907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7714744416(NAD 83)
 KV5907_MARKER: DH = HORIZONTAL CONTROL DISK
 KV5907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV5907_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KV5907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5907+STABILITY: SURFACE MOTION
 KV5907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5907+SATELLITE: SATELLITE OBSERVATIONS - 1984
 KV5907
 KV5907  HISTORY     - Date     Condition        Report By
 KV5907  HISTORY     - 1984     MONUMENTED       PADT
 KV5907  HISTORY     - 19980822 POOR             USPSQD
 KV5907  HISTORY     - 20010331 GOOD             NGS
 KV5907  HISTORY     - 20011110 GOOD             USPSQD
 KV5907
 KV5907                          STATION DESCRIPTION
 KV5907
 KV5907'DESCRIBED BY PA DEPT OF TRANSP 1984 (RBG)
 KV5907'THE STATION IS LOCATED ABOUT 0.5 KM (0.3 MI)
 KV5907'SOUTHWEST OF BLUEBELL,
 KV5907'4.0 KM (2.5 MI) NORTHEAST OF HICKORYTOWN,
 KV5907'3.2 KM (2.0 MI) EAST OF WASHINGTON SQUARE, AND
 KV5907'5.5 KM (3.4 MI) NORTHEAST OF NORRISTOWN.
 KV5907'OWNERSHIP--WHITPAIN TOWNSHIP
 KV5907'
 KV5907'TO REACH THE STATION FROM THE INTERSECTION OF U.S  HIGHWAY 202 AND
 KV5907'TOWNSHIP LINE ROAD IN WASHINGTON SQUARE,
 KV5907'GO SOUTHEAST ON TOWNSHIP LINE ROAD FOR 2.6 KM (1.6 MI) TO
 KV5907'PENLLYN-BLUEBELL PIKE, TURN
 KV5907'LEFT AND GO NORTHEAST ON PENLLYN-BLUEBELL PIKE FOR 2.1 KILOMETERS
 KV5907'MILES) TO TOWNSHIP PARK AND THE STATION ON THE LEFT.
 KV5907'
 KV5907'THE STATION IS A STANDARD PADT DISK
 KV5907'STAMPED---BLUEBELL 1984---,
 KV5907'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5907'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV5907'18.90 METERS (62.0 FT) NORTHEAST FROM A POWER POLE  571, AND
 KV5907'8.53 METERS (28.0 FT) NORTH-NORTHWEST FROM THE WESTERN EDGE OF
 KV5907'PENLLYN-BLUEBELL PIKE.
 KV5907'THE UNDERGROUND MARK IS A STANDARD PADT DISK
 KV5907'STAMPED---BLUEBELL 1984---,
 KV5907'SET INTO AN IRREGULAR MASS OF CONCRETE 1.22 METERS BELOW THE SURFACE.
 KV5907'
 KV5907'REFERENCE MARK NO. 1 IS A STANDARD PADT DISK
 KV5907'STAMPED---BLUEBELL NO.1 1984---,
 KV5907'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5907'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV5907'29.87 METERS (98.0 FT) NORTHEAST FROM A POWER POLE NUMBER 571, AND
 KV5907'19.51 METERS (64.0 FT) NORTH-NORTHWEST FROM THE WESTERN EDGE OF
 KV5907'PENLLYN-BLUEBELL PIKE PAVEMENT.
 KV5907'MARK IS LEVEL WITH THE STATION.
 KV5907'
 KV5907'REFERENCE MARK NO. 2 IS A STANDARD PADT DISK
 KV5907'STAMPED---BLUEBELL NO.2 1984---,
 KV5907'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5907'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV5907'5.49 METERS (18.00 FT) NORTHWEST FROM THE WESTERN EDGE OF
 KV5907'PENLLYN-BLUEBELL PIKE PAVEMENT, AND
 KV5907'3.35 METERS (11.0 FT) NORTHWEST FROM A POWER POLE NUMBER 571.
 KV5907'MARK IS .15 METERS BELOW THE STATION.
 KV5907'
 KV5907'AZIMUTH MARK NO. 1 IS A STANDARD PADT DISK
 KV5907'STAMPED---BLUEBELL 1984---,
 KV5907'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5907'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV5907'2.83 METERS (9.3 FT) NORTH-NORTHWEST FROM THE END OF A SPLIT RAIL
 KV5907'FENCE,
 KV5907'2.29 METERS (7.5 FT) NORTHEAST FROM A POWER POLE NUMBER 1051, AND
 KV5907'2.13 METERS (7.0 FT) SOUTHEAST FROM THE EAST EDGE OF PENLLYN
 KV5907'BLUEBELL PIKE.
 KV5907'TO REACH THE AZIMUTH FROM THE STATION,
 KV5907'GO SOUTHWEST FOR .40 KM (.25 MI) ON PENLLYN BLUEBELL PIKE TO HOOVER
 KV5907'ROAD AND THE AZIMUTH MARK ON THE LEFT.
 KV5907'
 KV5907'DESCRIBED BY R. B. GROSSER.
 KV5907
 KV5907                          STATION RECOVERY (1998)
 KV5907
 KV5907'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV5907'MARK RECOVERED IN POOR CONDITION.
 KV5907
 KV5907                          STATION RECOVERY (2001)
 KV5907
 KV5907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV5907'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV5907
 KV5907                          STATION RECOVERY (2001)
 KV5907
 KV5907'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 KV5907'FOUND THE STATION PADT DISK GOOD CONDITION, FOUND REFERENCE MARK NO 1
 KV5907'IN GOOD CONDITION BUT  REFERENCE MARK NO 2 WAS IN AN AREA USED AS A
 KV5907'DUMP FOR BRUSH. FOUND THE AZIMUTH MARK NO 1 IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6107 ***********************************************************************
 KV6107  DESIGNATION -  BLUEBELL AZ MK
 KV6107  PID         -  KV6107
 KV6107  STATE/COUNTY-  PA/MONTGOMERY
 KV6107  USGS QUAD   -  LANSDALE (1983)
 KV6107
 KV6107                         *CURRENT SURVEY CONTROL
 KV6107  ___________________________________________________________________
 KV6107* NAD 83(1992)-  40 08 47.64983(N)    075 16 16.71992(W)     ADJUSTED  
 KV6107* NAVD 88     -       112.     (meters)     367.     (feet)  VERTCON   
 KV6107  ___________________________________________________________________
 KV6107  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 KV6107  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KV6107
 KV6107  HORZ ORDER  -  THIRD
 KV6107
 KV6107.The horizontal coordinates were established by classical geodetic methods
 KV6107.and adjusted by the National Geodetic Survey in June 2002..
 KV6107.No horizontal observational check was made to the station.
 KV6107
 KV6107.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6107
 KV6107.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6107
 KV6107.The geoid height was determined by GEOID03.
 KV6107
 KV6107;                    North         East     Units Scale Factor Converg.
 KV6107;SPC PA S     -    93,261.126   811,178.234   MT  0.99997351   +1 36 29.4
 KV6107;SPC PA S     -   305,974.21  2,661,340.59   sFT  0.99997351   +1 36 29.4
 KV6107;UTM  18      - 4,444,060.472   476,890.544   MT  0.99960657   -0 10 29.7
 KV6107
 KV6107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6107!SPC PA S     -   0.99998767  x   0.99997351  =   0.99996118
 KV6107!UTM  18      -   0.99998767  x   0.99960657  =   0.99959425
 KV6107
 KV6107                          SUPERSEDED SURVEY CONTROL
 KV6107
 KV6107  NAD 83(1996)-  40 08 47.64893(N)    075 16 16.71867(W) AD(       ) 3
 KV6107  NAD 83(1991)-  40 08 47.64638(N)    075 16 16.72180(W) AD(       ) 3
 KV6107  NAD 83(1986)-  40 08 47.64236(N)    075 16 16.72213(W) AD(       ) 3
 KV6107  NGVD 29 (02/23/90)  113.     (m)          371.     (f) VERT ANG       
 KV6107
 KV6107.Superseded values are not recommended for survey control.
 KV6107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6107.See file dsdata.txt to determine how the superseded data were derived.
 KV6107
 KV6107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7689144060(NAD 83)
 KV6107_MARKER: DZ = AZIMUTH MARK DISK
 KV6107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6107_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KV6107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6107+STABILITY: SURFACE MOTION
 KV6107
 KV6107  HISTORY     - Date     Condition        Report By
 KV6107  HISTORY     - 1984     MONUMENTED       PADT
 KV6107  HISTORY     - 19980822 GOOD             USPSQD
 KV6107  HISTORY     - 20010331 GOOD             NGS
 KV6107  HISTORY     - 20011110 GOOD             USPSQD
 KV6107
 KV6107                          STATION DESCRIPTION
 KV6107
 KV6107'DESCRIBED BY PA DEPT OF TRANSP 1984 (RBG)
 KV6107'THE STATION IS LOCATED ABOUT 0.5 KM (0.3 MI)
 KV6107'SOUTHWEST OF BLUEBELL,
 KV6107'4.0 KM (2.5 MI) NORTHEAST OF HICKORYTOWN,
 KV6107'3.2 KM (2.0 MI) EAST OF WASHINGTON SQUARE, AND
 KV6107'5.5 KM (3.4 MI) NORTHEAST OF NORRISTOWN, IN WHITPAIN TOWNSHIP, AT
 KV6107'THE NORTHEAST CORNER OF THE INTERSECTION OF PENLLYN-BLUEBELL PIKE
 KV6107'AND HOOVER ROAD.
 KV6107'OWNERSHIP--WHITPAIN TOWNSHIP
 KV6107'
 KV6107'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 202 AND
 KV6107'TOWNSHIP LINE ROAD IN WASHINGTON SQUARE, GO SOUTHEAST FOR
 KV6107'2.6 KM (1.6 MI) ON TOWNSHIP LINE ROAD TO PENLLYN-BLUEBELL PIKE,
 KV6107'TURN LEFT AND GO NORTHEAST FOR 1.9 KM (1.1 MI) ON PENLLYN-BLUEBELL
 KV6107'PIKE TO HOOVER ROAD AND THE STATION ON THE RIGHT.
 KV6107'
 KV6107'THE STATION IS A STANDARD PADT DISK
 KV6107'STAMPED---BLUEBELL 1984---,
 KV6107'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6107'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6107'2.83 METERS (9.3 FT) NORTH-NORTHWEST FROM THE END OF A SPLIT RAIL
 KV6107'FENCE,
 KV6107'2.29 METERS (7.5 FT) NORTHEAST FROM A POWER POLE NUMBER 1051, AND
 KV6107'2.13 METERS (7.0 FT) SOUTHEAST FROM THE EAST EDGE OF
 KV6107'PENLLYN-BLUEBELL PIKE.
 KV6107'
 KV6107'DESCRIBED BY R. B. GROSSER.
 KV6107
 KV6107                          STATION RECOVERY (1998)
 KV6107
 KV6107'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV6107'RECOVERED IN GOOD CONDITION.
 KV6107
 KV6107                          STATION RECOVERY (2001)
 KV6107
 KV6107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV6107'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV6107
 KV6107                          STATION RECOVERY (2001)
 KV6107
 KV6107'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 KV6107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV7085 ***********************************************************************
 KV7085  DESIGNATION -  BLUEHEAD
 KV7085  PID         -  KV7085
 KV7085  STATE/COUNTY-  PA/PHILADELPHIA
 KV7085  USGS QUAD   -  FRANKFORD (1997)
 KV7085
 KV7085                         *CURRENT SURVEY CONTROL
 KV7085  ___________________________________________________________________
 KV7085* NAD 83(1996)-  40 07 29.81890(N)    075 00 52.71142(W)     ADJUSTED  
 KV7085* NAVD 88     -        67.4    (meters)     221.     (feet)  GPS OBS   
 KV7085  ___________________________________________________________________
 KV7085  X           -   1,262,815.965 (meters)                     COMP
 KV7085  Y           -  -4,717,715.501 (meters)                     COMP
 KV7085  Z           -   4,088,625.918 (meters)                     COMP
 KV7085  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 KV7085  ELLIP HEIGHT-          34.23  (meters)          (08/10/01) GPS OBS
 KV7085  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KV7085
 KV7085  HORZ ORDER  -  FIRST
 KV7085  ELLP ORDER  -  FOURTH    CLASS II
 KV7085
 KV7085.The horizontal coordinates were established by GPS observations
 KV7085.and adjusted by the National Geodetic Survey in May 1999..
 KV7085
 KV7085.The orthometric height was determined by GPS observations and a
 KV7085.high-resolution geoid model.
 KV7085
 KV7085.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7085
 KV7085.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7085
 KV7085.The ellipsoidal height was determined by GPS observations
 KV7085.and is referenced to NAD 83.
 KV7085
 KV7085.The geoid height was determined by GEOID03.
 KV7085
 KV7085;                    North         East     Units Scale Factor Converg.
 KV7085;SPC PA S     -    91,507.286   833,113.484   MT  0.99997557   +1 46 28.9
 KV7085;SPC PA S     -   300,220.15  2,733,306.49   sFT  0.99997557   +1 46 28.9
 KV7085;SPC NJ       -   143,513.869   106,137.222   MT  0.99992368   -0 19 54.0
 KV7085;SPC NJ       -   470,845.09    348,218.54   sFT  0.99992368   -0 19 54.0
 KV7085;UTM  18      - 4,441,625.665   498,752.439   MT  0.99960002   -0 00 34.0
 KV7085
 KV7085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7085!SPC PA S     -   0.99999463  x   0.99997557  =   0.99997020
 KV7085!SPC NJ       -   0.99999463  x   0.99992368  =   0.99991831
 KV7085!UTM  18      -   0.99999463  x   0.99960002  =   0.99959465
 KV7085
 KV7085                          SUPERSEDED SURVEY CONTROL
 KV7085
 KV7085  NAD 83(1992)-  40 07 29.81846(N)    075 00 52.71164(W) AD(       ) 1
 KV7085  ELLIP H (06/28/94)   34.18   (m)                       GP(       ) 4 1
 KV7085
 KV7085.Superseded values are not recommended for survey control.
 KV7085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7085.See file dsdata.txt to determine how the superseded data were derived.
 KV7085
 KV7085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9875241626(NAD 83)
 KV7085_MARKER: DD = SURVEY DISK
 KV7085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7085_SP_SET: CONCRETE POST
 KV7085_STAMPING: BLUEHEAD 1993
 KV7085_MARK LOGO: PA6540
 KV7085_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7085+STABILITY: SURFACE MOTION
 KV7085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7085+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV7085
 KV7085  HISTORY     - Date     Condition        Report By
 KV7085  HISTORY     - 1993     MONUMENTED       PA6540
 KV7085
 KV7085                          STATION DESCRIPTION
 KV7085
 KV7085'DESCRIBED BY CITY OF PHILADELPHIA PENNSYLVANIA 1993
 KV7085'THE STATION IS LOCATED IN THE 66TH WARD OF THE CITY OF PHILADELPHIA,ON
 KV7085'A CONCRETE ISLAND ON SOUTHEAST SIDE OF THE INTERSECTION OF BUSTLETON
 KV7085'AVENUE AND TREVOSE AVENUE. THE STATION IS 0.6 FT (0.2 M) BELOW THE
 KV7085'GRASS SURFACE. THE MARK IS A CITY OF PHILADELPHIA HORIZONTAL CONTROL
 KV7085'NETWORK BRASS DISC STAMPED BLUEHEAD 1993.
 KV7085'TO REACH THE STATION FROM NORTHBOUND ROOSEVELT BOULEVARD (US ROUTE 1),
 KV7085'TAKE US ROUTE 1 NORTH TO RED LION ROAD. TURN LEFT ON RED LION ROAD
 KV7085'AND GO 5 BLOCKS TO BUSTLETON AVENUE. TURN RIGHT ON BUSTLETON AVENUE
 KV7085'AND GO 15 BLOCKS TO TREVOSE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1654 ***********************************************************************
 LZ1654  DESIGNATION -  BLUFF
 LZ1654  PID         -  LZ1654
 LZ1654  STATE/COUNTY-  PA/TIOGA
 LZ1654  USGS QUAD   -  CROOKED CREEK (1986)
 LZ1654
 LZ1654                         *CURRENT SURVEY CONTROL
 LZ1654  ___________________________________________________________________
 LZ1654* NAD 83(1992)-  41 45 38.59833(N)    077 11 16.00710(W)     ADJUSTED  
 LZ1654* NAVD 88     -       586.3    (meters)    1924.     (feet)  VERTCON   
 LZ1654  ___________________________________________________________________
 LZ1654  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 LZ1654  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 LZ1654
 LZ1654  HORZ ORDER  -  THIRD
 LZ1654
 LZ1654.The horizontal coordinates were established by classical geodetic methods
 LZ1654.and adjusted by the National Geodetic Survey in June 2002..
 LZ1654
 LZ1654.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1654
 LZ1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1654
 LZ1654.The geoid height was determined by GEOID03.
 LZ1654
 LZ1654;                    North         East     Units Scale Factor Converg.
 LZ1654;SPC PA N     -   177,180.217   646,752.963   MT  0.99997476   +0 22 19.0
 LZ1654;SPC PA N     -   581,298.76  2,121,888.68   sFT  0.99997476   +0 22 19.0
 LZ1654;UTM  18      - 4,625,523.174   318,131.023   MT  1.00000704   -1 27 27.0
 LZ1654
 LZ1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1654!SPC PA N     -   0.99991314  x   0.99997476  =   0.99988790
 LZ1654!UTM  18      -   0.99991314  x   1.00000704  =   0.99992017
 LZ1654
 LZ1654|---------------------------------------------------------------------|
 LZ1654| PID    Reference Object                     Distance      Geod. Az  |
 LZ1654|                                                           dddmmss.s |
 LZ1654| CK6695 BLUFF RM 1                           10.894 METERS 08216     |
 LZ1654| CK6696 BLUFF RM 2                            9.930 METERS 26312     |
 LZ1654| LZ0869 BLUFF AZ MK                                        3182946.5 |
 LZ1654|---------------------------------------------------------------------|
 LZ1654
 LZ1654                          SUPERSEDED SURVEY CONTROL
 LZ1654
 LZ1654  NAD 83(1996)-  41 45 38.59708(N)    077 11 16.00869(W) AD(       ) 3
 LZ1654  NAD 83(1986)-  41 45 38.59809(N)    077 11 16.00350(W) AD(       ) 3
 LZ1654  NAD 27      -  41 45 38.33212(N)    077 11 17.10496(W) AD(       ) 3
 LZ1654  NGVD 29 (07/19/86)  586.4    (m)         1924.     (f) VERT ANG       
 LZ1654
 LZ1654.Superseded values are not recommended for survey control.
 LZ1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1654.See file dsdata.txt to determine how the superseded data were derived.
 LZ1654
 LZ1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM1813125523(NAD 83)
 LZ1654_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1654
 LZ1654  HISTORY     - Date     Condition        Report By
 LZ1654  HISTORY     - 1968     MONUMENTED       CGS
 LZ1654
 LZ1654                          STATION DESCRIPTION
 LZ1654
 LZ1654'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (WMJ)
 LZ1654'THE STATION IS LOCATED ABOUT 10.5 MILES SOUTH-SOUTHWEST OF TIOGA, 7
 LZ1654'MILES WEST-SOUTHWEST OF MANSFIELD AND 6 MILES EAST OF WELLSBORO.
 LZ1654'IT IS ON THE NORTH END OF A RIDGE THAT DROPS SHARP TO THE NORTH AND
 LZ1654'OVER LOOKS U.S. HIGHWAY 6.  THE PROPERTY IS OWNED BY MR.
 LZ1654'GRAYDON COPP.
 LZ1654'
 LZ1654'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 LZ1654'HIGHWAYS 660 AND 287, IN WELLSBORO, GO EAST ON U.S.  HIGHWAY 6 FOR
 LZ1654'5.55 MILES TO A CROSSROAD, (TO REACH THE AZIMUTH MARK FROM HERE
 LZ1654'CONTINUE EAST ON U.S. HIGHWAY 6 FOR 0.25 MILE TO THE MARK ON THE
 LZ1654'RIGHT), TURN RIGHT AND GO SOUTH ON THE GRAVELED ROAD FOR 0.6 MILE TO
 LZ1654'A DRIVEWAY ON THE LEFT, JUST AFTER PASSING LARGE HOUSE ON THE
 LZ1654'LEFT, TURN LEFT AND GO EAST ON THE DRIVEWAY AND A FIELD ROAD FOR 0.5
 LZ1654'MILE TO A SADDLE ON TOP OF RIDGE, TURN SHARP LEFT AND GO
 LZ1654'NORTHEAST ALONG EDGE OF FIELD FOR 0.1 MILE TO THE END OF TRUCK
 LZ1654'TRAVEL.  PACK NORTH ALONG THE WEST EDGE OF WOODS FOR 0.2 MILE TO
 LZ1654'THE NORTH END OF OPEN FIELD AND THE STATION.
 LZ1654'
 LZ1654'THE STATION MARK IS 11 FEET SOUTH OF A WIRE FENCE AND 3.4 FEET
 LZ1654'EAST-SOUTHEAST OF A METAL WITNESS POST.  THE MARK IS A STANDARD
 LZ1654'DISK SET IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH WITH THE
 LZ1654'GROUND AND IS STAMPED BLUFF 1968.
 LZ1654'
 LZ1654'REFERENCE MARK NO. 1 IS 39.1 FEET EAST OF THE METAL WITNESS POST AND
 LZ1654'11 FEET SOUTH OF THE WIRE FENCE.  THE MARK IS A STANDARD DISK SET
 LZ1654'IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH WITH THE GROUND AND IS
 LZ1654'STAMPED BLUFF NO 1 1968.
 LZ1654'
 LZ1654'REFERENCE MARK NO. 2 IS 29.8 FEET WEST OF THE METAL WITNESS POST AND
 LZ1654'15 FEET SOUTH OF THE WIRE FENCE.  THE MARK IS A STANDARD DISK SET
 LZ1654'IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH WITH THE GROUND AND IS
 LZ1654'STAMPED BLUFF NO 2 1968.
 LZ1654'
 LZ1654'THE AZIMUTH MARK IS 29 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF U.S.
 LZ1654'HIGHWAY 6, 3 FEET EAST-SOUTHEAST OF A FENCE CORNER AND 1.4
 LZ1654'FEET SOUTHEAST OF A METAL WITNESS POST.  THE MARK IS A STANDARD DISK
 LZ1654'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 3 INCHES AND IS
 LZ1654'STAMPED BLUFF 1968.
 LZ1654'
 LZ1654'HEIGHT OF LIGHT ABOVE STATION MARK 1.51 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0869 ***********************************************************************
 LZ0869  DESIGNATION -  BLUFF AZ MK
 LZ0869  PID         -  LZ0869
 LZ0869  STATE/COUNTY-  PA/TIOGA
 LZ0869  USGS QUAD   -  CROOKED CREEK (1986)
 LZ0869
 LZ0869                         *CURRENT SURVEY CONTROL
 LZ0869  ___________________________________________________________________
 LZ0869* NAD 83(1986)-  41 45 59.     (N)    077 11 47.     (W)     SCALED    
 LZ0869* NAVD 88     -       470.139  (meters)    1542.45   (feet)  ADJUSTED  
 LZ0869  ___________________________________________________________________
 LZ0869  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 LZ0869  DYNAMIC HT  -         469.933 (meters)    1541.77  (feet)  COMP
 LZ0869  MODELED GRAV-     980,171.5   (mgal)                       NAVD 88
 LZ0869
 LZ0869  VERT ORDER  -  SECOND    CLASS 0
 LZ0869
 LZ0869.The horizontal coordinates were scaled from a topographic map and have
 LZ0869.an estimated accuracy of +/- 6 seconds.
 LZ0869
 LZ0869.The orthometric height was determined by differential leveling
 LZ0869.and adjusted by the National Geodetic Survey in June 1991..
 LZ0869
 LZ0869.The geoid height was determined by GEOID03.
 LZ0869
 LZ0869.The dynamic height is computed by dividing the NAVD 88
 LZ0869.geopotential number by the normal gravity value computed on the
 LZ0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0869.degrees latitude (g = 980.6199 gals.).
 LZ0869
 LZ0869.The modeled gravity was interpolated from observed gravity values.
 LZ0869
 LZ0869;                    North         East    Units  Estimated Accuracy
 LZ0869;SPC PA N     -   177,810.      646,030.      MT  (+/- 180 meters Scaled)
 LZ0869
 LZ0869                          SUPERSEDED SURVEY CONTROL
 LZ0869
 LZ0869  NGVD 29 (??/??/92)  470.264  (m)         1542.86   (f) ADJ UNCH    2 0
 LZ0869
 LZ0869.Superseded values are not recommended for survey control.
 LZ0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0869.See file dsdata.txt to determine how the superseded data were derived.
 LZ0869
 LZ0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM174261(NAD 83)
 LZ0869_MARKER: DZ = AZIMUTH MARK DISK
 LZ0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0869_STAMPING: BLUFF 1968
 LZ0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0869+STABILITY: SURFACE MOTION
 LZ0869
 LZ0869  HISTORY     - Date     Condition        Report By
 LZ0869  HISTORY     - 1968     MONUMENTED       CGS
 LZ0869
 LZ0869                          STATION DESCRIPTION
 LZ0869
 LZ0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ0869'6 MI E FROM WELLSBORO.
 LZ0869'ABOUT 6.0 MILES EAST ALONG U.S. HIGHWAY 6 AND STATE HIGHWAY 660
 LZ0869'FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE HIGHWAYS 660 AND
 LZ0869'287, 6.9 MILES WEST OF MANSFIELD, 0.4 MILE WEST OF THE JUNCTION
 LZ0869'OF U.S. HIGHWAY 6 AND STATE HIGHWAY 660, SET IN THE TOP OF A
 LZ0869'CONCRETE POST, FLUSH, 29 FEET SOUTH OF THE CENTERLINE OF HIGHWAY,
 LZ0869'3.0 FEET EAST OF A FENCE CORNER, 1.4 FEET SOUTHEAST OF A METAL
 LZ0869'WITNESS SIGN AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1645 ***********************************************************************
 LZ1645  DESIGNATION -  BLY RESET
 LZ1645  PID         -  LZ1645
 LZ1645  STATE/COUNTY-  PA/TIOGA
 LZ1645  USGS QUAD   -  JACKSON SUMMIT (1986)
 LZ1645
 LZ1645                         *CURRENT SURVEY CONTROL
 LZ1645  ___________________________________________________________________
 LZ1645* NAD 83(1992)-  41 54 36.00537(N)    077 00 39.27182(W)     ADJUSTED  
 LZ1645* NAVD 88     -       713.     (meters)    2339.     (feet)  SCALED    
 LZ1645  ___________________________________________________________________
 LZ1645  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 LZ1645  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 LZ1645
 LZ1645  HORZ ORDER  -  THIRD
 LZ1645
 LZ1645.The horizontal coordinates were established by classical geodetic methods
 LZ1645.and adjusted by the National Geodetic Survey in June 2002..
 LZ1645
 LZ1645.The orthometric height was scaled from a topographic map.
 LZ1645
 LZ1645.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1645
 LZ1645.The geoid height was determined by GEOID03.
 LZ1645
 LZ1645;                    North         East     Units Scale Factor Converg.
 LZ1645;SPC PA N     -   193,870.351   661,319.346   MT  0.99999375   +0 29 20.2
 LZ1645;SPC PA N     -   636,056.31  2,169,678.55   sFT  0.99999375   +0 29 20.2
 LZ1645;UTM  18      - 4,641,739.212   333,223.102   MT  0.99994227   -1 20 36.7
 LZ1645
 LZ1645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1645!SPC PA N     -   0.99989329  x   0.99999375  =   0.99988704
 LZ1645!UTM  18      -   0.99989329  x   0.99994227  =   0.99983556
 LZ1645
 LZ1645:                Primary Azimuth Mark                     Grid Az
 LZ1645:SPC PA N     -  CANFIELD                                 129 27 30.8
 LZ1645:UTM  18      -  CANFIELD                                 131 17 27.7
 LZ1645
 LZ1645|---------------------------------------------------------------------|
 LZ1645| PID    Reference Object                     Distance      Geod. Az  |
 LZ1645|                                                           dddmmss.s |
 LZ1645| LZ2030 CANFIELD                            APPROX.11.7 KM 1295651.0 |
 LZ1645| CK6697 BLY RM 1                             37.010 METERS 22021     |
 LZ1645| CK6698 BLY RM 2                             28.280 METERS 32020     |
 LZ1645|---------------------------------------------------------------------|
 LZ1645
 LZ1645                          SUPERSEDED SURVEY CONTROL
 LZ1645
 LZ1645  NAD 83(1996)-  41 54 36.00451(N)    077 00 39.27233(W) AD(       ) 3
 LZ1645  NAD 83(1986)-  41 54 36.00718(N)    077 00 39.26658(W) AD(       ) 3
 LZ1645  NAD 27      -  41 54 35.74100(N)    077 00 40.38800(W) AD(       ) 3
 LZ1645
 LZ1645.Superseded values are not recommended for survey control.
 LZ1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1645.See file dsdata.txt to determine how the superseded data were derived.
 LZ1645
 LZ1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM3322341739(NAD 83)
 LZ1645_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1645
 LZ1645  HISTORY     - Date     Condition        Report By
 LZ1645  HISTORY     - 1929     MONUMENTED       CGS
 LZ1645
 LZ1645                          STATION DESCRIPTION
 LZ1645
 LZ1645'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 LZ1645'THE STATION IS IN RUTLAND TOWNSHIP, ABOUT 6.5 MILES DUE E OF THE
 LZ1645'VILLAGE OF TIOGA ON A HIGH WOODED HILL BELONGING TO
 LZ1645'P.D. SKINNER, WHO LIVES AT ACADEMY CORNERS.  THE STATION IS IN A
 LZ1645'SMALL CLEARED SPOT IN THE WOODS ON THE HIGHEST PART OF THE HILL.
 LZ1645'IT IS AT THE END OF A CLEARED ROAD LEADING IN TO THE STATION SITE
 LZ1645'FROM THE NORTHWESTWARD.  IT IS ABOUT 20 FEET N OF A STUMP 3 FEET
 LZ1645'HIGH AND 3 FEET IN DIAMETER.  IT IS ABOUT 27 FEET E OF A STUMP 10
 LZ1645'FEET HIGH AND 2 FEET IN DIAMETER AND ABOUT 25 FEET SE OF A
 LZ1645'STUMP 3 FEET HIGH AND 2 FEET IN DIAMETER.  THESE STUMPS
 LZ1645'ARE CHARRED AND SHOULD MARK THE VICINITY OF THE STATION FOR MANY
 LZ1645'YEARS.
 LZ1645'
 LZ1645'THE REFERENCE MARKS ARE NEAR NO DISTINGUISHING REFERENCE MARKS.
 LZ1645'
 LZ1645'STATION IS AN OLD NEW YORK STATE SURVEY STATION REMARKED WITH
 LZ1645'STANDARD STATION AND REFERENCE MARK.
 LZ1645'
 LZ1645'SURFACE, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 LZ1645'CONCRETE, AS DESCRIBED IN NOTES 1A AND 11A.  THEY PROJECT
 LZ1645'ABOVE THE SURFACE OF THE GROUND ABOUT 5 INCHES.  UNDERGROUND MARK IS
 LZ1645'A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE AS DESCRIBED
 LZ1645'IN NOTE 8A.
 LZ1645'
 LZ1645'TO REACH THE STATION FROM TIOGA GO N 2.3 MILES ON HIGHWAY 111.  HERE
 LZ1645'TURN RIGHT AND FOLLOW MAIN LEFT HAND ROAD 3.6
 LZ1645'MILES, THEN TURN RIGHT AND FOLLOW MAIN ROAD 1 MILE, THEN MAKE LEFT
 LZ1645'TURN AND GO STRAIGHT AHEAD FOR 0.9 MILE, THEN MAKE RIGHT
 LZ1645'TURN AND GO 0.1 MILE TO A FENCE CORNER DUE E OF A YELLOW HOUSE.  TURN
 LZ1645'LEFT AND CROSS FIELD TO EDGE OF TIMBER HERE.  FIND BLAZED TREES
 LZ1645'MARKING CLEARED ROAD TO STATION.  FOLLOW CLEARED ROAD
 LZ1645'ABOUT 250 YARDS TO STATION IN SMALL CLEARING.
 LZ1645'
 LZ1645'HEIGHT OF SIGNAL ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1245 ***********************************************************************
 MA1245  DESIGNATION -  BM
 MA1245  PID         -  MA1245
 MA1245  STATE/COUNTY-  PA/CLARION
 MA1245  USGS QUAD   -  EMLENTON (1979)
 MA1245
 MA1245                         *CURRENT SURVEY CONTROL
 MA1245  ___________________________________________________________________
 MA1245* NAD 83(1986)-  41 10 14.     (N)    079 41 17.     (W)     SCALED    
 MA1245* NAVD 88     -       273.923  (meters)     898.70   (feet)  ADJUSTED  
 MA1245  ___________________________________________________________________
 MA1245  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 MA1245  DYNAMIC HT  -         273.797 (meters)     898.28  (feet)  COMP
 MA1245  MODELED GRAV-     980,159.4   (mgal)                       NAVD 88
 MA1245
 MA1245  VERT ORDER  -  FIRST     CLASS II
 MA1245
 MA1245.The horizontal coordinates were scaled from a topographic map and have
 MA1245.an estimated accuracy of +/- 6 seconds.
 MA1245
 MA1245.The orthometric height was determined by differential leveling
 MA1245.and adjusted by the National Geodetic Survey in June 1991..
 MA1245
 MA1245.The geoid height was determined by GEOID03.
 MA1245
 MA1245.The dynamic height is computed by dividing the NAVD 88
 MA1245.geopotential number by the normal gravity value computed on the
 MA1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1245.degrees latitude (g = 980.6199 gals.).
 MA1245
 MA1245.The modeled gravity was interpolated from observed gravity values.
 MA1245
 MA1245;                    North         East    Units  Estimated Accuracy
 MA1245;SPC PA N     -   113,310.      437,380.      MT  (+/- 180 meters Scaled)
 MA1245
 MA1245                          SUPERSEDED SURVEY CONTROL
 MA1245
 MA1245  NGVD 29 (??/??/92)  274.092  (m)          899.25   (f) ADJ UNCH    1 2
 MA1245
 MA1245.Superseded values are not recommended for survey control.
 MA1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1245.See file dsdata.txt to determine how the superseded data were derived.
 MA1245
 MA1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF100585(NAD 83)
 MA1245_MARKER: Q = CHISELED SQUARE
 MA1245_SETTING: 66 = SET IN ROCK OUTCROP
 MA1245_SP_SET: ROCK OUTCROP
 MA1245_STAMPING: BM
 MA1245_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA1245+STABILITY: POSITION/ELEVATION WELL
 MA1245
 MA1245  HISTORY     - Date     Condition        Report By
 MA1245  HISTORY     - UNK      MONUMENTED       PRR
 MA1245  HISTORY     - 1941     GOOD             NGS
 MA1245  HISTORY     - 1991     GOOD             PADT
 MA1245
 MA1245                          STATION DESCRIPTION
 MA1245
 MA1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MA1245'1.2 MI SE FROM EMLENTON.
 MA1245'IN CLARION COUNTY, 1.2 MILES SOUTHEAST ALONG THE PENNSYLVANIA
 MA1245'RAILROAD FROM THE STATION AT EMLENTON, VENANGO COUNTY, 280 FEET
 MA1245'NORTHWEST OF MILEPOST 88, 18.7 FEET SOUTHEAST OF THE THIRD POLE
 MA1245'NORTHWEST OF THE MILEPOST, 14.3 FEET NORTHEAST OF THE NORTHEAST
 MA1245'RAIL, AND ON A ROCK OUTCROP.  A CHISELED SQUARE, NEAR THE
 MA1245'CHISELED LETTERS BM.
 MA1245
 MA1245                          STATION RECOVERY (1991)
 MA1245
 MA1245'RECOVERY NOTE BY PA DEPT OF TRANSP 1991 (AL)
 MA1245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1182 ***********************************************************************
 MA1182  DESIGNATION -  BM
 MA1182  PID         -  MA1182
 MA1182  STATE/COUNTY-  PA/VENANGO
 MA1182  USGS QUAD   -  FRYBURG (1977)
 MA1182
 MA1182                         *CURRENT SURVEY CONTROL
 MA1182  ___________________________________________________________________
 MA1182* NAD 83(1986)-  41 22 24.     (N)    079 29 23.     (W)     SCALED    
 MA1182* NAVD 88     -       472.739  (meters)    1550.98   (feet)  ADJUSTED  
 MA1182  ___________________________________________________________________
 MA1182  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MA1182  DYNAMIC HT  -         472.521 (meters)    1550.26  (feet)  COMP
 MA1182  MODELED GRAV-     980,148.0   (mgal)                       NAVD 88
 MA1182
 MA1182  VERT ORDER  -  SECOND    CLASS 0
 MA1182
 MA1182.The horizontal coordinates were scaled from a topographic map and have
 MA1182.an estimated accuracy of +/- 6 seconds.
 MA1182
 MA1182.The orthometric height was determined by differential leveling
 MA1182.and adjusted by the National Geodetic Survey in June 1991..
 MA1182
 MA1182.The geoid height was determined by GEOID03.
 MA1182
 MA1182.The dynamic height is computed by dividing the NAVD 88
 MA1182.geopotential number by the normal gravity value computed on the
 MA1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1182.degrees latitude (g = 980.6199 gals.).
 MA1182
 MA1182.The modeled gravity was interpolated from observed gravity values.
 MA1182
 MA1182;                    North         East    Units  Estimated Accuracy
 MA1182;SPC PA N     -   135,470.      454,470.      MT  (+/- 180 meters Scaled)
 MA1182
 MA1182                          SUPERSEDED SURVEY CONTROL
 MA1182
 MA1182  NGVD 29 (??/??/92)  472.897  (m)         1551.50   (f) ADJ UNCH    2 0
 MA1182
 MA1182.Superseded values are not recommended for survey control.
 MA1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1182.See file dsdata.txt to determine how the superseded data were derived.
 MA1182
 MA1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF262813(NAD 83)
 MA1182_MARKER: Q = CHISELED SQUARE
 MA1182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1182_SP_SET: STEP
 MA1182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1182
 MA1182  HISTORY     - Date     Condition        Report By
 MA1182  HISTORY     - UNK      MONUMENTED       PADH
 MA1182  HISTORY     - 1935     GOOD             NGS
 MA1182
 MA1182                          STATION DESCRIPTION
 MA1182
 MA1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1182'0.9 MI W FROM VENUS.
 MA1182'ABOUT 0.9 MILE WEST ALONG STATE HIGHWAY 157 FROM THE TRINITY
 MA1182'EVANGELICAL CHURCH AT VENUS, VENANGO COUNTY, 15 FEET WEST OF
 MA1182'STATION 11+63, AT A WHITE 1-STORY WOODEN SCHOOL, ON THE TOP
 MA1182'OF THE FRONT STONE STEP, 30 FEET SOUTH OF THE CENTER LINE OF
 MA1182'THE HIGHWAY, AND ABOUT 1 FOOT ABOVE GROUND.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0235 ***********************************************************************
 MA0235  DESIGNATION -  BM
 MA0235  PID         -  MA0235
 MA0235  STATE/COUNTY-  PA/CLEARFIELD
 MA0235  USGS QUAD   -  LECONTES MILLS (1986)
 MA0235
 MA0235                         *CURRENT SURVEY CONTROL
 MA0235  ___________________________________________________________________
 MA0235* NAD 83(1986)-  41 04 42.     (N)    078 20 21.     (W)     SCALED    
 MA0235* NAVD 88     -       326.287  (meters)    1070.49   (feet)  ADJUSTED  
 MA0235  ___________________________________________________________________
 MA0235  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 MA0235  DYNAMIC HT  -         326.127 (meters)    1069.97  (feet)  COMP
 MA0235  MODELED GRAV-     980,126.5   (mgal)                       NAVD 88
 MA0235
 MA0235  VERT ORDER  -  SECOND    CLASS 0
 MA0235
 MA0235.The horizontal coordinates were scaled from a topographic map and have
 MA0235.an estimated accuracy of +/- 6 seconds.
 MA0235
 MA0235.The orthometric height was determined by differential leveling
 MA0235.and adjusted by the National Geodetic Survey in June 1991..
 MA0235
 MA0235.The geoid height was determined by GEOID03.
 MA0235
 MA0235.The dynamic height is computed by dividing the NAVD 88
 MA0235.geopotential number by the normal gravity value computed on the
 MA0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0235.degrees latitude (g = 980.6199 gals.).
 MA0235
 MA0235.The modeled gravity was interpolated from observed gravity values.
 MA0235
 MA0235;                    North         East    Units  Estimated Accuracy
 MA0235;SPC PA N     -   101,410.      550,490.      MT  (+/- 180 meters Scaled)
 MA0235
 MA0235                          SUPERSEDED SURVEY CONTROL
 MA0235
 MA0235  NGVD 29 (??/??/92)  326.440  (m)         1071.00   (f) ADJ UNCH    2 0
 MA0235
 MA0235.Superseded values are not recommended for survey control.
 MA0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0235.See file dsdata.txt to determine how the superseded data were derived.
 MA0235
 MA0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF235508(NAD 83)
 MA0235_MARKER: R = RIVET
 MA0235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0235_SP_SET: PIPE HEADWALL
 MA0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0235
 MA0235  HISTORY     - Date     Condition        Report By
 MA0235  HISTORY     - UNK      MONUMENTED       NYCRR
 MA0235  HISTORY     - 1934     GOOD             NGS
 MA0235
 MA0235                          STATION DESCRIPTION
 MA0235
 MA0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0235'9 MI E FROM CLEARFIELD.
 MA0235'ABOUT 9.0 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MA0235'THE STATION AT CLEARFIELD, CLEARFIELD COUNTY, ABOUT 1.4 MILES
 MA0235'EAST OF THE STATION AT SHAWVILLE, ABOUT 295 FEET EAST OF MILEPOST
 MA0235'C 9, AT A 24-INCH TERRA COTTA PIPE UNDER THE TRACK, IN THE
 MA0235'TOP OF THE SOUTH CONCRETE HEAD WALL, 13-1/2 FEET SOUTH OF THE
 MA0235'CENTER LINE OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE
 MA0235'TOP OF THE RAIL.  AN IRON RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1255 ***********************************************************************
 MA1255  DESIGNATION -  BM
 MA1255  PID         -  MA1255
 MA1255  STATE/COUNTY-  PA/CLARION
 MA1255  USGS QUAD   -  PARKER (1979)
 MA1255
 MA1255                         *CURRENT SURVEY CONTROL
 MA1255  ___________________________________________________________________
 MA1255* NAD 83(1986)-  41 05 20.     (N)    079 40 27.     (W)     SCALED    
 MA1255* NAVD 88     -       267.993  (meters)     879.24   (feet)  ADJUSTED  
 MA1255  ___________________________________________________________________
 MA1255  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MA1255  DYNAMIC HT  -         267.870 (meters)     878.84  (feet)  COMP
 MA1255  MODELED GRAV-     980,155.7   (mgal)                       NAVD 88
 MA1255
 MA1255  VERT ORDER  -  FIRST     CLASS II
 MA1255
 MA1255.The horizontal coordinates were scaled from a topographic map and have
 MA1255.an estimated accuracy of +/- 6 seconds.
 MA1255
 MA1255.The orthometric height was determined by differential leveling
 MA1255.and adjusted by the National Geodetic Survey in June 1991..
 MA1255
 MA1255.The geoid height was determined by GEOID03.
 MA1255
 MA1255.The dynamic height is computed by dividing the NAVD 88
 MA1255.geopotential number by the normal gravity value computed on the
 MA1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1255.degrees latitude (g = 980.6199 gals.).
 MA1255
 MA1255.The modeled gravity was interpolated from observed gravity values.
 MA1255
 MA1255;                    North         East    Units  Estimated Accuracy
 MA1255;SPC PA N     -   104,210.      438,350.      MT  (+/- 180 meters Scaled)
 MA1255
 MA1255                          SUPERSEDED SURVEY CONTROL
 MA1255
 MA1255  NGVD 29 (??/??/92)  268.164  (m)          879.80   (f) ADJ UNCH    1 2
 MA1255
 MA1255.Superseded values are not recommended for survey control.
 MA1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1255.See file dsdata.txt to determine how the superseded data were derived.
 MA1255
 MA1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF113494(NAD 83)
 MA1255_MARKER: B = BOLT
 MA1255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1255_SP_SET: BRIDGE
 MA1255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1255
 MA1255  HISTORY     - Date     Condition        Report By
 MA1255  HISTORY     - UNK      MONUMENTED       PRR
 MA1255  HISTORY     - 1941     GOOD             NGS
 MA1255
 MA1255                          STATION DESCRIPTION
 MA1255
 MA1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MA1255'0.9 MI S FROM PARKERS LANDING.
 MA1255'0.9 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA1255'AT PARKERS LANDING, CLARION COUNTY, AT BRIDGE NO. 81.89, IN THE
 MA1255'TOP OF THE EAST CONCRETE HEADWALL, 9.4 FEET EAST OF THE EAST
 MA1255'RAIL, 0.3 FOOT SOUTH OF THE NORTH END OF THE HEADWALL, AND 3.2
 MA1255'FEET LOWER THAN THE RAIL.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0424 ***********************************************************************
 MA0424  DESIGNATION -  BM
 MA0424  PID         -  MA0424
 MA0424  STATE/COUNTY-  PA/ELK
 MA0424  USGS QUAD   -  RIDGWAY (1988)
 MA0424
 MA0424                         *CURRENT SURVEY CONTROL
 MA0424  ___________________________________________________________________
 MA0424* NAD 83(1986)-  41 25 30.     (N)    078 43 53.     (W)     SCALED    
 MA0424* NAVD 88     -       421.685  (meters)    1383.48   (feet)  ADJUSTED  
 MA0424  ___________________________________________________________________
 MA0424  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 MA0424  DYNAMIC HT  -         421.500 (meters)    1382.87  (feet)  COMP
 MA0424  MODELED GRAV-     980,171.6   (mgal)                       NAVD 88
 MA0424
 MA0424  VERT ORDER  -  FIRST     CLASS I
 MA0424
 MA0424.The horizontal coordinates were scaled from a topographic map and have
 MA0424.an estimated accuracy of +/- 6 seconds.
 MA0424
 MA0424.The orthometric height was determined by differential leveling
 MA0424.and adjusted by the National Geodetic Survey in June 1991..
 MA0424
 MA0424.The geoid height was determined by GEOID03.
 MA0424
 MA0424.The dynamic height is computed by dividing the NAVD 88
 MA0424.geopotential number by the normal gravity value computed on the
 MA0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0424.degrees latitude (g = 980.6199 gals.).
 MA0424
 MA0424.The modeled gravity was interpolated from observed gravity values.
 MA0424
 MA0424;                    North         East    Units  Estimated Accuracy
 MA0424;SPC PA N     -   140,210.      517,970.      MT  (+/- 180 meters Scaled)
 MA0424
 MA0424                          SUPERSEDED SURVEY CONTROL
 MA0424
 MA0424  NGVD 29 (??/??/92)  421.842  (m)         1383.99   (f) ADJ UNCH    1 1
 MA0424
 MA0424.Superseded values are not recommended for survey control.
 MA0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0424.See file dsdata.txt to determine how the superseded data were derived.
 MA0424
 MA0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF895884(NAD 83)
 MA0424_MARKER: DB = BENCH MARK DISK
 MA0424_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0424_SP_SET: RETAINING WALL
 MA0424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0424_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MA0424+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2005
 MA0424
 MA0424  HISTORY     - Date     Condition        Report By
 MA0424  HISTORY     - UNK      MONUMENTED       PRR
 MA0424  HISTORY     - 1967     GOOD             NGS
 MA0424  HISTORY     - 20040427 GOOD             USPSQD
 MA0424  HISTORY     - 20050516 GOOD             PADT
 MA0424
 MA0424                          STATION DESCRIPTION
 MA0424
 MA0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0424'0.6 MI N FROM RIDGWAY.
 MA0424'ABOUT 0.1 MILE NORTHWEST ALONG SOUTH MILL AVENUE FROM THE POST
 MA0424'OFFICE AT RIDGWAY, THENCE 0.2 MILE NORTHEAST ALONG MAIN STREET,
 MA0424'THENCE 0.3 MILE NORTH ALONG NORTH BROAD STREET WHICH IS U.S.
 MA0424'HIGHWAY 219, 39 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AT
 MA0424'THE PENNSYLVANIA RAILROAD STATION, A 1-INCH COPPER BOLT SET IN
 MA0424'THE TOP OF THE NORTHEAST END OF A CONCRETE RETAINING WALL AT THE
 MA0424'HEAD OF A CONCRETE STAIRWAY LEADING TO THE BASEMENT OF THE
 MA0424'STATION, 54 FEET NORTH OF BENCH MARK V 26, 2 INCHES SOUTHWEST OF
 MA0424'THE SOUTHWEST WALL OF THE STATION, AND ABOUT LEVEL WITH A BRICK
 MA0424'WALK.
 MA0424
 MA0424                          STATION RECOVERY (2004)
 MA0424
 MA0424'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0424'RECOVERED IN GOOD CONDITION.
 MA0424
 MA0424                          STATION RECOVERY (2005)
 MA0424
 MA0424'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (SAC)
 MA0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1276 ***********************************************************************
 MA1276  DESIGNATION -  BM
 MA1276  PID         -  MA1276
 MA1276  STATE/COUNTY-  PA/VENANGO
 MA1276  USGS QUAD   -  PRESIDENT (1981)
 MA1276
 MA1276                         *CURRENT SURVEY CONTROL
 MA1276  ___________________________________________________________________
 MA1276* NAD 83(1986)-  41 27 37.     (N)    079 33 41.     (W)     SCALED    
 MA1276* NAVD 88     -       317.598  (meters)    1041.99   (feet)  ADJUSTED  
 MA1276  ___________________________________________________________________
 MA1276  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 MA1276  DYNAMIC HT  -         317.452 (meters)    1041.51  (feet)  COMP
 MA1276  MODELED GRAV-     980,155.7   (mgal)                       NAVD 88
 MA1276
 MA1276  VERT ORDER  -  SECOND    CLASS 0
 MA1276
 MA1276.The horizontal coordinates were scaled from a topographic map and have
 MA1276.an estimated accuracy of +/- 6 seconds.
 MA1276
 MA1276.The orthometric height was determined by differential leveling
 MA1276.and adjusted by the National Geodetic Survey in June 1991..
 MA1276
 MA1276.The geoid height was determined by GEOID03.
 MA1276
 MA1276.The dynamic height is computed by dividing the NAVD 88
 MA1276.geopotential number by the normal gravity value computed on the
 MA1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1276.degrees latitude (g = 980.6199 gals.).
 MA1276
 MA1276.The modeled gravity was interpolated from observed gravity values.
 MA1276
 MA1276;                    North         East    Units  Estimated Accuracy
 MA1276;SPC PA N     -   145,240.      448,680.      MT  (+/- 180 meters Scaled)
 MA1276
 MA1276                          SUPERSEDED SURVEY CONTROL
 MA1276
 MA1276  NGVD 29 (??/??/92)  317.766  (m)         1042.54   (f) ADJ UNCH    2 0
 MA1276
 MA1276.Superseded values are not recommended for survey control.
 MA1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1276.See file dsdata.txt to determine how the superseded data were derived.
 MA1276
 MA1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF201908(NAD 83)
 MA1276_MARKER: Z = SEE DESCRIPTION
 MA1276_SETTING: 80 = SET IN A BOULDER
 MA1276_SP_SET: BOULDER
 MA1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1276+STABILITY: SURFACE MOTION
 MA1276
 MA1276  HISTORY     - Date     Condition        Report By
 MA1276  HISTORY     - UNK      MONUMENTED       USGS
 MA1276  HISTORY     - 1935     GOOD             NGS
 MA1276
 MA1276                          STATION DESCRIPTION
 MA1276
 MA1276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1276'AT PRESIDENT.
 MA1276'AT PRESIDENT, VENANGO COUNTY, ABOUT 1,570 FEET EAST OF THE FORMER
 MA1276'SITE OF THE PENNSYLVANIA RAILROAD STATION, ABOUT 105 FEET EAST
 MA1276'OF POLE 100, 21 FEET WEST OF A HANDCAR SET-OFF, IN THE TOP OF A
 MA1276'10- BY 20-FOOT TRIANGULAR BOULDER, 16 FEET SOUTH OF THE SOUTH
 MA1276'RAIL, AND ABOUT 4-1/2 FEET LOWER THAN THE TOP OF THE RAIL.  THE
 MA1276'TOP OF THE SHANK WHICH FORMERLY MARKED UNITED STATES GEOLOGICAL
 MA1276'SURVEY BENCH MARK 1042 D.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1570 ***********************************************************************
 MA1570  DESIGNATION -  BM
 MA1570  PID         -  MA1570
 MA1570  STATE/COUNTY-  PA/CRAWFORD
 MA1570  USGS QUAD   -  SPARTANSBURG (1977)
 MA1570
 MA1570                         *CURRENT SURVEY CONTROL
 MA1570  ___________________________________________________________________
 MA1570* NAD 83(1986)-  41 49 27.     (N)    079 41 08.     (W)     SCALED    
 MA1570* NAVD 88     -       440.467  (meters)    1445.10   (feet)  ADJUSTED  
 MA1570  ___________________________________________________________________
 MA1570  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 MA1570  DYNAMIC HT  -         440.284 (meters)    1444.50  (feet)  COMP
 MA1570  MODELED GRAV-     980,193.8   (mgal)                       NAVD 88
 MA1570
 MA1570  VERT ORDER  -  SECOND    CLASS 0
 MA1570
 MA1570.The horizontal coordinates were scaled from a topographic map and have
 MA1570.an estimated accuracy of +/- 6 seconds.
 MA1570
 MA1570.The orthometric height was determined by differential leveling
 MA1570.and adjusted by the National Geodetic Survey in June 1991..
 MA1570
 MA1570.The geoid height was determined by GEOID03.
 MA1570
 MA1570.The dynamic height is computed by dividing the NAVD 88
 MA1570.geopotential number by the normal gravity value computed on the
 MA1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1570.degrees latitude (g = 980.6199 gals.).
 MA1570
 MA1570.The modeled gravity was interpolated from observed gravity values.
 MA1570
 MA1570;                    North         East    Units  Estimated Accuracy
 MA1570;SPC PA N     -   185,870.      439,210.      MT  (+/- 180 meters Scaled)
 MA1570
 MA1570                          SUPERSEDED SURVEY CONTROL
 MA1570
 MA1570  NGVD 29 (??/??/92)  440.615  (m)         1445.58   (f) ADJ UNCH    2 0
 MA1570
 MA1570.Superseded values are not recommended for survey control.
 MA1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1570.See file dsdata.txt to determine how the superseded data were derived.
 MA1570
 MA1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG091310(NAD 83)
 MA1570_MARKER: DD = SURVEY DISK
 MA1570_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1570_SP_SET: BRIDGE
 MA1570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1570
 MA1570  HISTORY     - Date     Condition        Report By
 MA1570  HISTORY     - UNK      MONUMENTED       PADH
 MA1570  HISTORY     - 1935     GOOD             NGS
 MA1570  HISTORY     - 20030531 GOOD             USPSQD
 MA1570
 MA1570                          STATION DESCRIPTION
 MA1570
 MA1570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1570'AT SPARTANSBURG.
 MA1570'AT SPARTANSBURG, CRAWFORD COUNTY, ON STATE HIGHWAY 77, ABOUT 80
 MA1570'FEET EAST OF THE CENTER OF THE CROSSING OF THE PENNSYLVANIA
 MA1570'RAILROAD, AT A 40-FOOT BRIDGE OVER A CREEK, IN THE TOP OF THE
 MA1570'SOUTHWEST WING WALL, 21 FEET SOUTH OF THE CENTER LINE OF THE
 MA1570'HIGHWAY, AND ABOUT LEVEL WITH THE ROADWAY.  A PENNSYLVANIA
 MA1570'DEPARTMENT OF HIGHWAYS DISK.
 MA1570
 MA1570                          STATION RECOVERY (2003)
 MA1570
 MA1570'RECOVERY NOTE BY US POWER SQUADRON 2003 (RA)
 MA1570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1142 ***********************************************************************
 LZ1142  DESIGNATION -  BM
 LZ1142  PID         -  LZ1142
 LZ1142  STATE/COUNTY-  PA/LYCOMING
 LZ1142  USGS QUAD   -  SALLADASBURG (1973)
 LZ1142
 LZ1142                         *CURRENT SURVEY CONTROL
 LZ1142  ___________________________________________________________________
 LZ1142* NAD 83(1986)-  41 20 42.     (N)    077 14 53.     (W)     SCALED    
 LZ1142* NAVD 88     -       314.753  (meters)    1032.65   (feet)  ADJUSTED  
 LZ1142  ___________________________________________________________________
 LZ1142  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 LZ1142  DYNAMIC HT  -         314.609 (meters)    1032.18  (feet)  COMP
 LZ1142  MODELED GRAV-     980,157.8   (mgal)                       NAVD 88
 LZ1142
 LZ1142  VERT ORDER  -  SECOND    CLASS 0
 LZ1142
 LZ1142.The horizontal coordinates were scaled from a topographic map and have
 LZ1142.an estimated accuracy of +/- 6 seconds.
 LZ1142
 LZ1142.The orthometric height was determined by differential leveling
 LZ1142.and adjusted by the National Geodetic Survey in June 1991..
 LZ1142
 LZ1142.The geoid height was determined by GEOID03.
 LZ1142
 LZ1142.The dynamic height is computed by dividing the NAVD 88
 LZ1142.geopotential number by the normal gravity value computed on the
 LZ1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1142.degrees latitude (g = 980.6199 gals.).
 LZ1142
 LZ1142.The modeled gravity was interpolated from observed gravity values.
 LZ1142
 LZ1142;                    North         East    Units  Estimated Accuracy
 LZ1142;SPC PA N     -   130,980.      642,010.      MT  (+/- 180 meters Scaled)
 LZ1142
 LZ1142                          SUPERSEDED SURVEY CONTROL
 LZ1142
 LZ1142  NGVD 29 (??/??/92)  314.94   (m)         1033.3    (f) COMPUTED    2 0
 LZ1142
 LZ1142.Superseded values are not recommended for survey control.
 LZ1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1142.See file dsdata.txt to determine how the superseded data were derived.
 LZ1142
 LZ1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL119794(NAD 83)
 LZ1142_MARKER: DD = SURVEY DISK
 LZ1142_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1142_SP_SET: BRIDGE
 LZ1142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1142
 LZ1142  HISTORY     - Date     Condition        Report By
 LZ1142  HISTORY     - UNK      MONUMENTED       PADH
 LZ1142  HISTORY     - 1935     GOOD             NGS
 LZ1142
 LZ1142                          STATION DESCRIPTION
 LZ1142
 LZ1142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ1142'3.6 MI S FROM BROOKSIDE.
 LZ1142'ABOUT 3.6 MILES SOUTH ALONG STATE HIGHWAY 84 FROM BROOKSIDE,
 LZ1142'LYCOMING COUNTY, 18 FEET SOUTH OF STATION 525+20, AT A 50-FOOT
 LZ1142'SPAN CONCRETE BRIDGE OVER LARRYS CREEK, IN THE TOP OF THE
 LZ1142'SOUTHWEST CONCRETE WING WALL, 20 FEET WEST OF THE CENTER LINE
 LZ1142'OF THE HIGHWAY, AND ABOUT LEVEL WITH THE ROADWAY.  A PENNSYLVANIA
 LZ1142'DEPARTMENT OF HIGHWAYS STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0038 ***********************************************************************
 KY0038  DESIGNATION -  BM
 KY0038  PID         -  KY0038
 KY0038  STATE/COUNTY-  PA/BEAVER
 KY0038  USGS QUAD   -  BEAVER (1979)
 KY0038
 KY0038                         *CURRENT SURVEY CONTROL
 KY0038  ___________________________________________________________________
 KY0038* NAD 83(1986)-  40 41 28.     (N)    080 17 17.     (W)     SCALED    
 KY0038* NAVD 88     -       229.236  (meters)     752.09   (feet)  ADJUSTED  
 KY0038  ___________________________________________________________________
 KY0038  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 KY0038  DYNAMIC HT  -         229.120 (meters)     751.70  (feet)  COMP
 KY0038  MODELED GRAV-     980,112.4   (mgal)                       NAVD 88
 KY0038
 KY0038  VERT ORDER  -  FIRST     CLASS I
 KY0038
 KY0038.The horizontal coordinates were scaled from a topographic map and have
 KY0038.an estimated accuracy of +/- 6 seconds.
 KY0038
 KY0038.The orthometric height was determined by differential leveling
 KY0038.and adjusted by the National Geodetic Survey in June 1991..
 KY0038
 KY0038.The geoid height was determined by GEOID03.
 KY0038
 KY0038.The dynamic height is computed by dividing the NAVD 88
 KY0038.geopotential number by the normal gravity value computed on the
 KY0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0038.degrees latitude (g = 980.6199 gals.).
 KY0038
 KY0038.The modeled gravity was interpolated from observed gravity values.
 KY0038
 KY0038;                    North         East    Units  Estimated Accuracy
 KY0038;SPC PA S     -   153,850.      385,500.      MT  (+/- 180 meters Scaled)
 KY0038
 KY0038                          SUPERSEDED SURVEY CONTROL
 KY0038
 KY0038  NGVD 29 (??/??/92)  229.358  (m)          752.49   (f) ADJ UNCH    1 1
 KY0038
 KY0038.Superseded values are not recommended for survey control.
 KY0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0038.See file dsdata.txt to determine how the superseded data were derived.
 KY0038
 KY0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF601047(NAD 83)
 KY0038_MARKER: Z = SEE DESCRIPTION
 KY0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0038_SP_SET: STEP
 KY0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0038
 KY0038  HISTORY     - Date     Condition        Report By
 KY0038  HISTORY     - UNK      MONUMENTED       DOD
 KY0038  HISTORY     - 1966     GOOD             NGS
 KY0038
 KY0038                          STATION DESCRIPTION
 KY0038
 KY0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY0038'AT MONACA.
 KY0038'ABOUT 0.7 MILE NORTH ALONG THE PITTSBURGH AND LAKE ERIE RAILROAD
 KY0038'FROM THE STATION AT MONACA, AT THE NORTH EDGE OF MONACA, SET IN
 KY0038'THE TOP OF THE WEST END OF THE THIRD STEP DOWN TO THE SOUTH STONE
 KY0038'ABUTMENT OF THE RAILROAD BRIDGE OVER THE OHIO RIVER, 15 FEET WEST
 KY0038'OF THE WEST RAIL OF THE WEST ONE OF 2 TRACKS, 1.1 FEET EAST OF
 KY0038'THE WEST END OF THE STEP AND 3 FEET BELOW LEVEL OF TRACKS.
 KY0038'NOTE-- ALSO 0.65 MILE SOUTH OF THE STATION AT BEAVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1327 ***********************************************************************
 LY1327  DESIGNATION -  BM
 LY1327  PID         -  LY1327
 LY1327  STATE/COUNTY-  PA/LACKAWANNA
 LY1327  USGS QUAD   -  AVOCA (1994)
 LY1327
 LY1327                         *CURRENT SURVEY CONTROL
 LY1327  ___________________________________________________________________
 LY1327* NAD 83(1986)-  41 21 32.     (N)    075 43 37.     (W)     SCALED    
 LY1327* NAVD 88     -       195.403  (meters)     641.08   (feet)  ADJUSTED  
 LY1327  ___________________________________________________________________
 LY1327  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 LY1327  DYNAMIC HT  -         195.325 (meters)     640.83  (feet)  COMP
 LY1327  MODELED GRAV-     980,220.0   (mgal)                       NAVD 88
 LY1327
 LY1327  VERT ORDER  -  SECOND    CLASS 0
 LY1327
 LY1327.The horizontal coordinates were scaled from a topographic map and have
 LY1327.an estimated accuracy of +/- 6 seconds.
 LY1327
 LY1327.The orthometric height was determined by differential leveling
 LY1327.and adjusted by the National Geodetic Survey in June 1991..
 LY1327
 LY1327.The geoid height was determined by GEOID03.
 LY1327
 LY1327.The dynamic height is computed by dividing the NAVD 88
 LY1327.geopotential number by the normal gravity value computed on the
 LY1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1327.degrees latitude (g = 980.6199 gals.).
 LY1327
 LY1327.The modeled gravity was interpolated from observed gravity values.
 LY1327
 LY1327;                    North         East    Units  Estimated Accuracy
 LY1327;SPC PA N     -   134,380.      769,260.      MT  (+/- 180 meters Scaled)
 LY1327
 LY1327                          SUPERSEDED SURVEY CONTROL
 LY1327
 LY1327  NGVD 29 (??/??/92)  195.62   (m)          641.8    (f) COMPUTED    2 0
 LY1327
 LY1327.Superseded values are not recommended for survey control.
 LY1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1327.See file dsdata.txt to determine how the superseded data were derived.
 LY1327
 LY1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL391788(NAD 83)
 LY1327_MARKER: DD = SURVEY DISK
 LY1327_SETTING: 66 = SET IN ROCK OUTCROP
 LY1327_SP_SET: ROCK OUTCROP
 LY1327_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY1327+STABILITY: POSITION/ELEVATION WELL
 LY1327
 LY1327  HISTORY     - Date     Condition        Report By
 LY1327  HISTORY     - UNK      MONUMENTED       DLWRR
 LY1327  HISTORY     - 1959     GOOD             NGS
 LY1327
 LY1327                          STATION DESCRIPTION
 LY1327
 LY1327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LY1327'0.9 MI E FROM OLD FORGE.
 LY1327'0.9 MILE EAST ALONG THE ERIE-LACKAWANNA RAILROAD FROM THE STATION
 LY1327'AT OLD FORGE, LACKAWANNA COUNTY, 3 POLES WEST OF MILEPOST 139,
 LY1327'200 FEET EAST OF THE CENTERLINE OF MOOSIC ROAD, 8 FEET NORTH OF
 LY1327'THE WEST-BOUND TRACK, AND IN A ROCK OUTCROP, ABOUT 1 FOOT HIGHER
 LY1327'THAN THE TOP OF THE RAIL.  NOTE-- RUSTED AND DOUBTFUL, MORE THAN
 LY1327'ONE BOLT IN VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1580 ***********************************************************************
 LY1580  DESIGNATION -  BM
 LY1580  PID         -  LY1580
 LY1580  STATE/COUNTY-  PA/LACKAWANNA
 LY1580  USGS QUAD   -  SLOATSBURG (1955)
 LY1580
 LY1580                         *CURRENT SURVEY CONTROL
 LY1580  ___________________________________________________________________
 LY1580* NAD 83(1986)-  41 11 32.     (N)    074 11 03.     (W)     SCALED    
 LY1580* NAVD 88     -       195.36   (+/-2cm)     640.9    (feet)  VERTCON   
 LY1580  ___________________________________________________________________
 LY1580  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 LY1580
 LY1580  VERT ORDER  -  ? (See Below)
 LY1580
 LY1580.The horizontal coordinates were scaled from a topographic map and have
 LY1580.an estimated accuracy of +/- 6 seconds.
 LY1580
 LY1580.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY1580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY1580.The vertical order pertains to the NGVD 29 superseded value.
 LY1580
 LY1580.The geoid height was determined by GEOID03.
 LY1580
 LY1580;                    North         East    Units  Estimated Accuracy
 LY1580;SPC PA N     -   120,050.      899,040.      MT  (+/- 180 meters Scaled)
 LY1580
 LY1580                          SUPERSEDED SURVEY CONTROL
 LY1580
 LY1580  NGVD 29 (??/??/92)  195.620  (m)          641.80   (f) ADJ UNCH    ?  
 LY1580
 LY1580.Superseded values are not recommended for survey control.
 LY1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1580.See file dsdata.txt to determine how the superseded data were derived.
 LY1580
 LY1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL684604(NAD 83)
 LY1580_MARKER: Q = CHISELED SQUARE
 LY1580_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1580_SP_SET: OVERPASS
 LY1580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1580
 LY1580  HISTORY     - Date     Condition        Report By
 LY1580  HISTORY     - UNK      MONUMENTED       DLWRR
 LY1580  HISTORY     - 1956     GOOD             NGS
 LY1580
 LY1580                          STATION DESCRIPTION
 LY1580
 LY1580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LY1580'AT MOSCOW.
 LY1580'AT MOSCOW, 9 RAILS SOUTH OF THE SOUTH END OF THE DELAWARE,
 LY1580'LACKAWANNA AND WESTERN RAILROAD STATION AT MOSCOW, ON TOP AND
 LY1580'AT THE NORTH END OF THE EAST CONCRETE HEAD WALL OF AN OVERPASS
 LY1580'OVER COUNTY ROAD NO. 690, 8.2 FEET EAST OF THE EAST RAIL, 2.2
 LY1580'FEET SOUTH OF THE NORTH END OF THE HEAD WALL, 1.1 FEET NORTHEAST
 LY1580'OF BENCH MARK R 4 USGS, ABOUT 1-FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1332 ***********************************************************************
 LZ1332  DESIGNATION -  BM
 LZ1332  PID         -  LZ1332
 LZ1332  STATE/COUNTY-  PA/CENTRE
 LZ1332  USGS QUAD   -  LOGANTON (1983)
 LZ1332
 LZ1332                         *CURRENT SURVEY CONTROL
 LZ1332  ___________________________________________________________________
 LZ1332* NAD 83(1986)-  41 02 07.     (N)    077 18 09.     (W)     SCALED    
 LZ1332* NAVD 88     -       389.277  (meters)    1277.15   (feet)  ADJUSTED  
 LZ1332  ___________________________________________________________________
 LZ1332  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LZ1332  DYNAMIC HT  -         389.089 (meters)    1276.54  (feet)  COMP
 LZ1332  MODELED GRAV-     980,129.5   (mgal)                       NAVD 88
 LZ1332
 LZ1332  VERT ORDER  -  SECOND    CLASS 0
 LZ1332
 LZ1332.The horizontal coordinates were scaled from a topographic map and have
 LZ1332.an estimated accuracy of +/- 6 seconds.
 LZ1332
 LZ1332.The orthometric height was determined by differential leveling
 LZ1332.and adjusted by the National Geodetic Survey in June 1991..
 LZ1332
 LZ1332.The geoid height was determined by GEOID03.
 LZ1332
 LZ1332.The dynamic height is computed by dividing the NAVD 88
 LZ1332.geopotential number by the normal gravity value computed on the
 LZ1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1332.degrees latitude (g = 980.6199 gals.).
 LZ1332
 LZ1332.The modeled gravity was interpolated from observed gravity values.
 LZ1332
 LZ1332;                    North         East    Units  Estimated Accuracy
 LZ1332;SPC PA N     -    96,560.      637,630.      MT  (+/- 180 meters Scaled)
 LZ1332
 LZ1332                          SUPERSEDED SURVEY CONTROL
 LZ1332
 LZ1332  NGVD 29 (??/??/92)  389.47   (m)         1277.8    (f) COMPUTED    2 0
 LZ1332
 LZ1332.Superseded values are not recommended for survey control.
 LZ1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1332.See file dsdata.txt to determine how the superseded data were derived.
 LZ1332
 LZ1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL064452(NAD 83)
 LZ1332_MARKER: DD = SURVEY DISK
 LZ1332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1332_SP_SET: BRIDGE
 LZ1332_STAMPING: PDH
 LZ1332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1332
 LZ1332  HISTORY     - Date     Condition        Report By
 LZ1332  HISTORY     - UNK      MONUMENTED       PADH
 LZ1332  HISTORY     - 1960     GOOD             NGS
 LZ1332
 LZ1332                          STATION DESCRIPTION
 LZ1332
 LZ1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LZ1332'1.2 MI SW FROM LAMAR.
 LZ1332'1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 64 FROM THE LAMAR
 LZ1332'METHODIST CHURCH AT LAMAR, AT A BRIDGE OVER A STREAM, 172 FEET
 LZ1332'NORTHEAST OF POWER POLE NO. 85710, 140 FEET SOUTHWEST OF POWER
 LZ1332'POLE NO. 85709, 21 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 LZ1332'ON THE SOUTHEAST SIDE OF THE HIGHWAY, AND IN THE SOUTHWEST WING
 LZ1332'WALL OF THE BRIDGE.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS
 LZ1332'BENCH-MARK DISK, STAMPED P.D.H.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1338 ***********************************************************************
 KX1338  DESIGNATION -  BM
 KX1338  PID         -  KX1338
 KX1338  STATE/COUNTY-  PA/FAYETTE
 KX1338  USGS QUAD   -  DAWSON (1977)
 KX1338
 KX1338                         *CURRENT SURVEY CONTROL
 KX1338  ___________________________________________________________________
 KX1338* NAD 83(1986)-  40 02 45.     (N)    079 39 20.     (W)     SCALED    
 KX1338* NAVD 88     -       259.037  (meters)     849.86   (feet)  ADJUSTED  
 KX1338  ___________________________________________________________________
 KX1338  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KX1338  DYNAMIC HT  -         258.896 (meters)     849.39  (feet)  COMP
 KX1338  MODELED GRAV-     980,073.2   (mgal)                       NAVD 88
 KX1338
 KX1338  VERT ORDER  -  FIRST     CLASS II
 KX1338
 KX1338.The horizontal coordinates were scaled from a topographic map and have
 KX1338.an estimated accuracy of +/- 6 seconds.
 KX1338
 KX1338.The orthometric height was determined by differential leveling
 KX1338.and adjusted by the National Geodetic Survey in June 1991..
 KX1338
 KX1338.The geoid height was determined by GEOID03.
 KX1338
 KX1338.The dynamic height is computed by dividing the NAVD 88
 KX1338.geopotential number by the normal gravity value computed on the
 KX1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1338.degrees latitude (g = 980.6199 gals.).
 KX1338
 KX1338.The modeled gravity was interpolated from observed gravity values.
 KX1338
 KX1338;                    North         East    Units  Estimated Accuracy
 KX1338;SPC PA S     -    80,870.      437,400.      MT  (+/- 180 meters Scaled)
 KX1338
 KX1338                          SUPERSEDED SURVEY CONTROL
 KX1338
 KX1338  NGVD 29 (??/??/92)  259.224  (m)          850.47   (f) ADJ UNCH    1 2
 KX1338
 KX1338.Superseded values are not recommended for survey control.
 KX1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1338.See file dsdata.txt to determine how the superseded data were derived.
 KX1338
 KX1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE146337(NAD 83)
 KX1338_MARKER: DD = SURVEY DISK
 KX1338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1338_SP_SET: SIDEWALK
 KX1338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1338
 KX1338  HISTORY     - Date     Condition        Report By
 KX1338  HISTORY     - UNK      MONUMENTED       USGS
 KX1338  HISTORY     - 1941     GOOD             NGS
 KX1338
 KX1338                          STATION DESCRIPTION
 KX1338
 KX1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1338'5.5 MI NW FROM DAWSON.
 KX1338'5.5 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KX1338'THE STATION AT CONNELLSVILLE, FAYETTE COUNTY, AT DAWSON, IN
 KX1338'THE CONCRETE SIDEWALK AT THE FIRST NATIONAL BANK BUILDING,
 KX1338'5.3 FEET NORTHEAST OF THE CENTER OF THE ENTRANCE, 15.9 FEET
 KX1338'NORTH OF THE NORTH CURB LINE OF AN EAST AND WEST STREET
 KX1338'PARALLELING THE NORTH SIDE OF THE TRACK, AND 7.2 FEET WEST
 KX1338'OF THE CURB LINE OF A NORTH AND SOUTH STREET.  A UNITED STATES
 KX1338'GEOLOGICAL SURVEY STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0188 ***********************************************************************
 LY0188  DESIGNATION -  BM
 LY0188  PID         -  LY0188
 LY0188  STATE/COUNTY-  PA/WYOMING
 LY0188  USGS QUAD   -  TUNKHANNOCK (1983)
 LY0188
 LY0188                         *CURRENT SURVEY CONTROL
 LY0188  ___________________________________________________________________
 LY0188* NAD 83(1986)-  41 33 18.     (N)    075 58 34.     (W)     SCALED    
 LY0188* NAVD 88     -       186.807  (meters)     612.88   (feet)  ADJUSTED  
 LY0188  ___________________________________________________________________
 LY0188  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 LY0188  DYNAMIC HT  -         186.735 (meters)     612.65  (feet)  COMP
 LY0188  MODELED GRAV-     980,237.8   (mgal)                       NAVD 88
 LY0188
 LY0188  VERT ORDER  -  SECOND    CLASS 0
 LY0188
 LY0188.The horizontal coordinates were scaled from a topographic map and have
 LY0188.an estimated accuracy of +/- 6 seconds.
 LY0188
 LY0188.The orthometric height was determined by differential leveling
 LY0188.and adjusted by the National Geodetic Survey in June 1991..
 LY0188
 LY0188.The geoid height was determined by GEOID03.
 LY0188
 LY0188.The dynamic height is computed by dividing the NAVD 88
 LY0188.geopotential number by the normal gravity value computed on the
 LY0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0188.degrees latitude (g = 980.6199 gals.).
 LY0188
 LY0188.The modeled gravity was interpolated from observed gravity values.
 LY0188
 LY0188;                    North         East    Units  Estimated Accuracy
 LY0188;SPC PA N     -   155,700.      747,970.      MT  (+/- 180 meters Scaled)
 LY0188
 LY0188                          SUPERSEDED SURVEY CONTROL
 LY0188
 LY0188  NGVD 29 (??/??/92)  187.014  (m)          613.56   (f) ADJ UNCH    2 0
 LY0188
 LY0188.Superseded values are not recommended for survey control.
 LY0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0188.See file dsdata.txt to determine how the superseded data were derived.
 LY0188
 LY0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM186008(NAD 83)
 LY0188_MARKER: Q = CHISELED SQUARE
 LY0188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0188_SP_SET: SEMAPHORE FOUNDATION
 LY0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0188
 LY0188  HISTORY     - Date     Condition        Report By
 LY0188  HISTORY     - UNK      MONUMENTED       LVRR
 LY0188  HISTORY     - 1934     GOOD             NGS
 LY0188
 LY0188                          STATION DESCRIPTION
 LY0188
 LY0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0188'2.3 MI W FROM TUNKHANNOCK.
 LY0188'ABOUT 2.3 MILES WEST ALONG THE LEHIGH VALLEY RAILROAD FROM
 LY0188'TUNKHANNOCK, WYOMING COUNTY, ABOUT 1,100 FEET WEST OF MILEPOST
 LY0188'209, AT SEMAPHORE 209/1, ON THE NORTHWEST CORNER OF THE
 LY0188'FOUNDATION, 8 FEET NORTH OF THE WEST-BOUND TRACK, AND ABOUT 1
 LY0188'FOOT LOWER THAN THE TOP OF THE RAIL.  A CHISELED SQUARE.  PREVIOUSLY
 LY0188'DESIGNATED BM LVRR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1359 ***********************************************************************
 LY1359  DESIGNATION -  BM
 LY1359  PID         -  LY1359
 LY1359  STATE/COUNTY-  PA/LACKAWANNA
 LY1359  USGS QUAD   -  RANSOM (1994)
 LY1359
 LY1359                         *CURRENT SURVEY CONTROL
 LY1359  ___________________________________________________________________
 LY1359* NAD 83(1986)-  41 23 26.     (N)    075 49 07.     (W)     SCALED    
 LY1359* NAVD 88     -       174.909  (meters)     573.85   (feet)  ADJUSTED  
 LY1359  ___________________________________________________________________
 LY1359  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 LY1359  DYNAMIC HT  -         174.842 (meters)     573.63  (feet)  COMP
 LY1359  MODELED GRAV-     980,233.4   (mgal)                       NAVD 88
 LY1359
 LY1359  VERT ORDER  -  SECOND    CLASS 0
 LY1359
 LY1359.The horizontal coordinates were scaled from a topographic map and have
 LY1359.an estimated accuracy of +/- 6 seconds.
 LY1359
 LY1359.The orthometric height was determined by differential leveling
 LY1359.and adjusted by the National Geodetic Survey in June 1991..
 LY1359
 LY1359.The geoid height was determined by GEOID03.
 LY1359
 LY1359.The dynamic height is computed by dividing the NAVD 88
 LY1359.geopotential number by the normal gravity value computed on the
 LY1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1359.degrees latitude (g = 980.6199 gals.).
 LY1359
 LY1359.The modeled gravity was interpolated from observed gravity values.
 LY1359
 LY1359;                    North         East    Units  Estimated Accuracy
 LY1359;SPC PA N     -   137,720.      761,510.      MT  (+/- 180 meters Scaled)
 LY1359
 LY1359                          SUPERSEDED SURVEY CONTROL
 LY1359
 LY1359  NGVD 29 (??/??/92)  175.126  (m)          574.56   (f) ADJ UNCH    2 0
 LY1359
 LY1359.Superseded values are not recommended for survey control.
 LY1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1359.See file dsdata.txt to determine how the superseded data were derived.
 LY1359
 LY1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL315824(NAD 83)
 LY1359_MARKER: B = BOLT
 LY1359_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1359_SP_SET: BRIDGE
 LY1359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1359
 LY1359  HISTORY     - Date     Condition        Report By
 LY1359  HISTORY     - UNK      MONUMENTED       LVRR
 LY1359  HISTORY     - 1934     GOOD             NGS
 LY1359
 LY1359                          STATION DESCRIPTION
 LY1359
 LY1359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY1359'0.5 MI S FROM RANSOM.
 LY1359'0.5 MILE SOUTH ALONG THE LEHIGH VALLEY RAILROAD FROM RANSOM,
 LY1359'LACKAWANNA COUNTY, 800 FEET NORTH OF MILEPOST 190, AT 35-FOOT
 LY1359'SPAN MASONRY ARCH BRIDGE NO. 190 A OVER A SMALL CREEK, IN THE
 LY1359'WEST END OF THE NORTHEAST WING WALL, 9 FEET EAST OF THE CENTERLINE
 LY1359'OF THE TRACK, AND ABOUT 1 FOOT BELOW THE TOP OF THE RAIL.  AN
 LY1359'IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0186 ***********************************************************************
 LY0186  DESIGNATION -  BM
 LY0186  PID         -  LY0186
 LY0186  STATE/COUNTY-  PA/WYOMING
 LY0186  USGS QUAD   -  TUNKHANNOCK (1983)
 LY0186
 LY0186                         *CURRENT SURVEY CONTROL
 LY0186  ___________________________________________________________________
 LY0186* NAD 83(1986)-  41 33 47.     (N)    075 58 54.     (W)     SCALED    
 LY0186* NAVD 88     -       187.317  (meters)     614.56   (feet)  ADJUSTED  
 LY0186  ___________________________________________________________________
 LY0186  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 LY0186  DYNAMIC HT  -         187.245 (meters)     614.32  (feet)  COMP
 LY0186  MODELED GRAV-     980,233.3   (mgal)                       NAVD 88
 LY0186
 LY0186  VERT ORDER  -  SECOND    CLASS 0
 LY0186
 LY0186.The horizontal coordinates were scaled from a topographic map and have
 LY0186.an estimated accuracy of +/- 6 seconds.
 LY0186
 LY0186.The orthometric height was determined by differential leveling
 LY0186.and adjusted by the National Geodetic Survey in June 1991..
 LY0186
 LY0186.The geoid height was determined by GEOID03.
 LY0186
 LY0186.The dynamic height is computed by dividing the NAVD 88
 LY0186.geopotential number by the normal gravity value computed on the
 LY0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0186.degrees latitude (g = 980.6199 gals.).
 LY0186
 LY0186.The modeled gravity was interpolated from observed gravity values.
 LY0186
 LY0186;                    North         East    Units  Estimated Accuracy
 LY0186;SPC PA N     -   156,580.      747,490.      MT  (+/- 180 meters Scaled)
 LY0186
 LY0186                          SUPERSEDED SURVEY CONTROL
 LY0186
 LY0186  NGVD 29 (??/??/92)  187.523  (m)          615.23   (f) ADJ UNCH    2 0
 LY0186
 LY0186.Superseded values are not recommended for survey control.
 LY0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0186.See file dsdata.txt to determine how the superseded data were derived.
 LY0186
 LY0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM181017(NAD 83)
 LY0186_MARKER: Q = CHISELED SQUARE
 LY0186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0186_SP_SET: CULVERT SPANDREL
 LY0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0186
 LY0186  HISTORY     - Date     Condition        Report By
 LY0186  HISTORY     - UNK      MONUMENTED       LVRR
 LY0186  HISTORY     - 1934     GOOD             NGS
 LY0186
 LY0186                          STATION DESCRIPTION
 LY0186
 LY0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY0186'1.5 MI E FROM VOSBURG.
 LY0186'ABOUT 1.5 MILES EAST ALONG THE LEHIGH VALLEY RAILROAD FROM
 LY0186'VOSBURG, WYOMING COUNTY, ABOUT 770 FEET EAST OF MILEPOST 210,
 LY0186'AT 30-FOOT MASONRY ARCH CULVERT 209, ON THE NORTH END OF THE
 LY0186'WEST SPANDREL, AND 8 FEET WEST OF THE CENTER LINE OF THE
 LY0186'EAST-BOUND TRACK.  A CHISELED SQUARE.  PREVIOUSLY DESIGNATED BM (LVRR)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JX0025 ***********************************************************************
 JX0025  DESIGNATION -  BM
 JX0025  PID         -  JX0025
 JX0025  STATE/COUNTY-  PA/GREENE
 JX0025  USGS QUAD   -  WAYNESBURG (1973)
 JX0025
 JX0025                         *CURRENT SURVEY CONTROL
 JX0025  ___________________________________________________________________
 JX0025* NAD 83(1986)-  39 53 56.     (N)    080 12 21.     (W)     SCALED    
 JX0025* NAVD 88     -       286.120  (meters)     938.71   (feet)  ADJUSTED  
 JX0025  ___________________________________________________________________
 JX0025  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 JX0025  DYNAMIC HT  -         285.959 (meters)     938.18  (feet)  COMP
 JX0025  MODELED GRAV-     980,053.8   (mgal)                       NAVD 88
 JX0025
 JX0025  VERT ORDER  -  SECOND    CLASS 0
 JX0025
 JX0025.The horizontal coordinates were scaled from a topographic map and have
 JX0025.an estimated accuracy of +/- 6 seconds.
 JX0025
 JX0025.The orthometric height was determined by differential leveling
 JX0025.and adjusted by the National Geodetic Survey in June 1991..
 JX0025
 JX0025.The geoid height was determined by GEOID03.
 JX0025
 JX0025.The dynamic height is computed by dividing the NAVD 88
 JX0025.geopotential number by the normal gravity value computed on the
 JX0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0025.degrees latitude (g = 980.6199 gals.).
 JX0025
 JX0025.The modeled gravity was interpolated from observed gravity values.
 JX0025
 JX0025;                    North         East    Units  Estimated Accuracy
 JX0025;SPC PA S     -    65,720.      390,000.      MT  (+/- 180 meters Scaled)
 JX0025
 JX0025                          SUPERSEDED SURVEY CONTROL
 JX0025
 JX0025  NGVD 29 (??/??/92)  286.260  (m)          939.17   (f) ADJ UNCH    2 0
 JX0025
 JX0025.Superseded values are not recommended for survey control.
 JX0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0025.See file dsdata.txt to determine how the superseded data were derived.
 JX0025
 JX0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE678168(NAD 83)
 JX0025_MARKER: DD = SURVEY DISK
 JX0025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0025_SP_SET: BRIDGE
 JX0025_STAMPING: PDH
 JX0025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0025
 JX0025  HISTORY     - Date     Condition        Report By
 JX0025  HISTORY     - UNK      MONUMENTED       PADH
 JX0025  HISTORY     - 1935     GOOD             NGS
 JX0025  HISTORY     - 1970     GOOD             NGS
 JX0025
 JX0025                          STATION DESCRIPTION
 JX0025
 JX0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JX0025'1.4 MI S FROM REES MILL.
 JX0025'1.4 MILES SOUTH ALONG THE WAYNESBURG AND WASHINGTON RAILROAD
 JX0025'FROM THE STATION AT REES MILL, GREENE COUNTY, 276 FEET NORTHWEST
 JX0025'OF THE JUNCTION OF STATE HIGHWAYS 18 AND 21, 174 FEET WEST OF
 JX0025'THE CENTERLINE OF THE TRACK, AT A STEEL BANISTER BRIDGE, AND
 JX0025'IN THE TOP OF THE NORTHEAST CORNER OF EAST ABUTMENT.  A
 JX0025'PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD DISK, STAMPED PDH.
 JX0025
 JX0025                          STATION RECOVERY (1970)
 JX0025
 JX0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JX0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1329 ***********************************************************************
 LY1329  DESIGNATION -  BM
 LY1329  PID         -  LY1329
 LY1329  STATE/COUNTY-  PA/LACKAWANNA
 LY1329  USGS QUAD   -  SCRANTON (1994)
 LY1329
 LY1329                         *CURRENT SURVEY CONTROL
 LY1329  ___________________________________________________________________
 LY1329* NAD 83(1986)-  41 24 40.     (N)    075 40 24.     (W)     SCALED    
 LY1329* NAVD 88     -       225.601  (meters)     740.16   (feet)  ADJUSTED  
 LY1329  ___________________________________________________________________
 LY1329  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 LY1329  DYNAMIC HT  -         225.514 (meters)     739.87  (feet)  COMP
 LY1329  MODELED GRAV-     980,230.4   (mgal)                       NAVD 88
 LY1329
 LY1329  VERT ORDER  -  SECOND    CLASS 0
 LY1329
 LY1329.The horizontal coordinates were scaled from a topographic map and have
 LY1329.an estimated accuracy of +/- 6 seconds.
 LY1329
 LY1329.The orthometric height was determined by differential leveling
 LY1329.and adjusted by the National Geodetic Survey in June 1991..
 LY1329
 LY1329.The geoid height was determined by GEOID03.
 LY1329
 LY1329.The dynamic height is computed by dividing the NAVD 88
 LY1329.geopotential number by the normal gravity value computed on the
 LY1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1329.degrees latitude (g = 980.6199 gals.).
 LY1329
 LY1329.The modeled gravity was interpolated from observed gravity values.
 LY1329
 LY1329;                    North         East    Units  Estimated Accuracy
 LY1329;SPC PA N     -   140,280.      773,610.      MT  (+/- 180 meters Scaled)
 LY1329
 LY1329                          SUPERSEDED SURVEY CONTROL
 LY1329
 LY1329  NGVD 29 (??/??/92)  225.818  (m)          740.87   (f) ADJ UNCH    2 0
 LY1329
 LY1329.Superseded values are not recommended for survey control.
 LY1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1329.See file dsdata.txt to determine how the superseded data were derived.
 LY1329
 LY1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL437846(NAD 83)
 LY1329_MARKER: Z = SEE DESCRIPTION
 LY1329_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1329_SP_SET: BRIDGE
 LY1329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1329
 LY1329  HISTORY     - Date     Condition        Report By
 LY1329  HISTORY     - UNK      MONUMENTED       DLWRR
 LY1329  HISTORY     - 1934     GOOD             NGS
 LY1329
 LY1329                          STATION DESCRIPTION
 LY1329
 LY1329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY1329'AT SCRANTON.
 LY1329'AT SCRANTON, LACKAWANNA COUNTY, ON THE ERIE-LACKAWANNA RAILROAD,
 LY1329'AT THE 6-SPAN PLATE-GIRDER BRIDGE OVER LACKAWANNA RIVER, ON THE
 LY1329'NORTHEAST END OF THE NORTHWEST ABUTMENT, 15 FEET NORTHWEST OF
 LY1329'THE CENTERLINE OF SEVENTH STREET, AND 3.5 FEET LOWER THAN THE
 LY1329'TOP OF THE RAIL.  A SHELF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0472 ***********************************************************************
 LZ0472  DESIGNATION -  BM
 LZ0472  PID         -  LZ0472
 LZ0472  STATE/COUNTY-  PA/SULLIVAN
 LZ0472  USGS QUAD   -  MONTOURSVILLE SOUTH (1994)
 LZ0472
 LZ0472                         *CURRENT SURVEY CONTROL
 LZ0472  ___________________________________________________________________
 LZ0472* NAD 83(1986)-  41 14 52.     (N)    076 58 30.     (W)     SCALED    
 LZ0472* NAVD 88     -       172.25   (+/-2cm)     565.1    (feet)  VERTCON   
 LZ0472  ___________________________________________________________________
 LZ0472  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 LZ0472
 LZ0472  VERT ORDER  -  ? (See Below)
 LZ0472
 LZ0472.The horizontal coordinates were scaled from a topographic map and have
 LZ0472.an estimated accuracy of +/- 6 seconds.
 LZ0472
 LZ0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ0472.The vertical order pertains to the NGVD 29 superseded value.
 LZ0472
 LZ0472.The geoid height was determined by GEOID03.
 LZ0472
 LZ0472;                    North         East    Units  Estimated Accuracy
 LZ0472;SPC PA N     -   120,350.      664,960.      MT  (+/- 180 meters Scaled)
 LZ0472
 LZ0472                          SUPERSEDED SURVEY CONTROL
 LZ0472
 LZ0472  NGVD 29 (??/??/92)  172.469  (m)          565.84   (f) ADJ UNCH    ?  
 LZ0472
 LZ0472.Superseded values are not recommended for survey control.
 LZ0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0472.See file dsdata.txt to determine how the superseded data were derived.
 LZ0472
 LZ0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL345681(NAD 83)
 LZ0472_MARKER: S = SPIKE
 LZ0472_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0472_SP_SET: MAPLE TREE
 LZ0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0472
 LZ0472  HISTORY     - Date     Condition        Report By
 LZ0472  HISTORY     - UNK      MONUMENTED       RBNF
 LZ0472  HISTORY     - 1935     GOOD             NGS
 LZ0472
 LZ0472                          STATION DESCRIPTION
 LZ0472
 LZ0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ0472'1.2 MI SW FROM FORKSVILLE.
 LZ0472'1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM FORKSVILLE,
 LZ0472'SULLIVAN COUNTY, 430 FEET WEST OF STATION 3+99, AND AT THE BASE
 LZ0472'OF A MAPLE TREE PAINTED BM 32.  AN IRON SPIKE.  NOTE-- THE ORIGIN
 LZ0472'OF THIS BENCH MARK IS UNK    .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1061 ***********************************************************************
 LY1061  DESIGNATION -  BM
 LY1061  PID         -  LY1061
 LY1061  STATE/COUNTY-  PA/WAYNE
 LY1061  USGS QUAD   -  HONESDALE (1980)
 LY1061
 LY1061                         *CURRENT SURVEY CONTROL
 LY1061  ___________________________________________________________________
 LY1061* NAD 83(1986)-  41 35 00.     (N)    075 19 32.     (W)     SCALED    
 LY1061* NAVD 88     -       334.405  (meters)    1097.13   (feet)  ADJUSTED  
 LY1061  ___________________________________________________________________
 LY1061  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 LY1061  DYNAMIC HT  -         334.275 (meters)    1096.70  (feet)  COMP
 LY1061  MODELED GRAV-     980,225.8   (mgal)                       NAVD 88
 LY1061
 LY1061  VERT ORDER  -  SECOND    CLASS 0
 LY1061
 LY1061.The horizontal coordinates were scaled from a topographic map and have
 LY1061.an estimated accuracy of +/- 6 seconds.
 LY1061
 LY1061.The orthometric height was determined by differential leveling
 LY1061.and adjusted by the National Geodetic Survey in June 1991..
 LY1061
 LY1061.The geoid height was determined by GEOID03.
 LY1061
 LY1061.The dynamic height is computed by dividing the NAVD 88
 LY1061.geopotential number by the normal gravity value computed on the
 LY1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1061.degrees latitude (g = 980.6199 gals.).
 LY1061
 LY1061.The modeled gravity was interpolated from observed gravity values.
 LY1061
 LY1061;                    North         East    Units  Estimated Accuracy
 LY1061;SPC PA N     -   160,160.      802,140.      MT  (+/- 180 meters Scaled)
 LY1061
 LY1061                          SUPERSEDED SURVEY CONTROL
 LY1061
 LY1061  NGVD 29 (??/??/92)  334.598  (m)         1097.76   (f) ADJ UNCH    2 0
 LY1061
 LY1061.Superseded values are not recommended for survey control.
 LY1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1061.See file dsdata.txt to determine how the superseded data were derived.
 LY1061
 LY1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM728035(NAD 83)
 LY1061_MARKER: DD = SURVEY DISK
 LY1061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1061_SP_SET: ABUTMENT
 LY1061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1061
 LY1061  HISTORY     - Date     Condition        Report By
 LY1061  HISTORY     - UNK      MONUMENTED       PADH
 LY1061  HISTORY     - 1934     GOOD             NGS
 LY1061
 LY1061                          STATION DESCRIPTION
 LY1061
 LY1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY1061'AT PROMPTON.
 LY1061'AT PROMPTON, WAYNE COUNTY, ON U.S. HIGHWAY 6, ABOUT 175 FEET
 LY1061'WEST OF THE INTERSECTION WITH STATE HIGHWAY 170, IN THE SOUTH
 LY1061'END OF THE WEST ABUTMENT OF A 70-FOOT SPAN CONCRETE BRIDGE, 18
 LY1061'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL
 LY1061'WITH THE HIGHWAY.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD
 LY1061'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1437 ***********************************************************************
 LZ1437  DESIGNATION -  BM
 LZ1437  PID         -  LZ1437
 LZ1437  STATE/COUNTY-  PA/TIOGA
 LZ1437  USGS QUAD   -  POTTER BROOK (1983)
 LZ1437
 LZ1437                         *CURRENT SURVEY CONTROL
 LZ1437  ___________________________________________________________________
 LZ1437* NAD 83(1986)-  41 55 21.     (N)    077 32 23.     (W)     SCALED    
 LZ1437* NAVD 88     -       414.127  (meters)    1358.68   (feet)  ADJUSTED  
 LZ1437  ___________________________________________________________________
 LZ1437  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 LZ1437  DYNAMIC HT  -         413.963 (meters)    1358.14  (feet)  COMP
 LZ1437  MODELED GRAV-     980,215.2   (mgal)                       NAVD 88
 LZ1437
 LZ1437  VERT ORDER  -  SECOND    CLASS 0
 LZ1437
 LZ1437.The horizontal coordinates were scaled from a topographic map and have
 LZ1437.an estimated accuracy of +/- 6 seconds.
 LZ1437
 LZ1437.The orthometric height was determined by differential leveling
 LZ1437.and adjusted by the National Geodetic Survey in June 1991..
 LZ1437
 LZ1437.The geoid height was determined by GEOID03.
 LZ1437
 LZ1437.The dynamic height is computed by dividing the NAVD 88
 LZ1437.geopotential number by the normal gravity value computed on the
 LZ1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1437.degrees latitude (g = 980.6199 gals.).
 LZ1437
 LZ1437.The modeled gravity was interpolated from observed gravity values.
 LZ1437
 LZ1437;                    North         East    Units  Estimated Accuracy
 LZ1437;SPC PA N     -   195,020.      617,440.      MT  (+/- 180 meters Scaled)
 LZ1437
 LZ1437                          SUPERSEDED SURVEY CONTROL
 LZ1437
 LZ1437  NGVD 29 (??/??/92)  414.265  (m)         1359.13   (f) ADJ UNCH    2 0
 LZ1437
 LZ1437.Superseded values are not recommended for survey control.
 LZ1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1437.See file dsdata.txt to determine how the superseded data were derived.
 LZ1437
 LZ1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM894442(NAD 83)
 LZ1437_MARKER: B = BOLT
 LZ1437_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1437_SP_SET: CULVERT
 LZ1437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1437
 LZ1437  HISTORY     - Date     Condition        Report By
 LZ1437  HISTORY     - UNK      MONUMENTED       NYCRR
 LZ1437  HISTORY     - 1934     GOOD             NGS
 LZ1437
 LZ1437                          STATION DESCRIPTION
 LZ1437
 LZ1437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1437'0.3 MI E FROM WESTFIELD.
 LZ1437'0.3 MILE EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM WESTFIELD,
 LZ1437'TIOGA COUNTY, ABOUT 260 FEET EAST OF MILEPOST C 24, AT A 12-FOOT
 LZ1437'CULVERT, IN THE TOP OF THE SOUTH HEAD WALL, 1 FOOT EAST OF THE
 LZ1437'WEST END, 12 FEET SOUTH OF THE SOUTH RAIL, AND 1 FOOT LOWER
 LZ1437'THAN THE TOP OF THE RAIL.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0806 ***********************************************************************
 LZ0806  DESIGNATION -  BM
 LZ0806  PID         -  LZ0806
 LZ0806  STATE/COUNTY-  PA/TIOGA
 LZ0806  USGS QUAD   -  LIBERTY (1986)
 LZ0806
 LZ0806                         *CURRENT SURVEY CONTROL
 LZ0806  ___________________________________________________________________
 LZ0806* NAD 83(1986)-  41 36 34.     (N)    077 06 59.     (W)     SCALED    
 LZ0806* NAVD 88     -       580.942  (meters)    1905.97   (feet)  ADJUSTED  
 LZ0806  ___________________________________________________________________
 LZ0806  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 LZ0806  DYNAMIC HT  -         580.671 (meters)    1905.08  (feet)  COMP
 LZ0806  MODELED GRAV-     980,138.6   (mgal)                       NAVD 88
 LZ0806
 LZ0806  VERT ORDER  -  SECOND    CLASS 0
 LZ0806
 LZ0806.The horizontal coordinates were scaled from a topographic map and have
 LZ0806.an estimated accuracy of +/- 6 seconds.
 LZ0806
 LZ0806.The orthometric height was determined by differential leveling
 LZ0806.and adjusted by the National Geodetic Survey in June 1991..
 LZ0806
 LZ0806.The geoid height was determined by GEOID03.
 LZ0806
 LZ0806.The dynamic height is computed by dividing the NAVD 88
 LZ0806.geopotential number by the normal gravity value computed on the
 LZ0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0806.degrees latitude (g = 980.6199 gals.).
 LZ0806
 LZ0806.The modeled gravity was interpolated from observed gravity values.
 LZ0806
 LZ0806;                    North         East    Units  Estimated Accuracy
 LZ0806;SPC PA N     -   160,420.      652,810.      MT  (+/- 180 meters Scaled)
 LZ0806
 LZ0806                          SUPERSEDED SURVEY CONTROL
 LZ0806
 LZ0806  NGVD 29 (??/??/92)  581.09   (m)         1906.5    (f) COMPUTED    2 0
 LZ0806
 LZ0806.Superseded values are not recommended for survey control.
 LZ0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0806.See file dsdata.txt to determine how the superseded data were derived.
 LZ0806
 LZ0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM236085(NAD 83)
 LZ0806_MARKER: DD = SURVEY DISK
 LZ0806_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0806_SP_SET: BRIDGE
 LZ0806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0806
 LZ0806  HISTORY     - Date     Condition        Report By
 LZ0806  HISTORY     - UNK      MONUMENTED       PADH
 LZ0806  HISTORY     - 1968     MARK NOT FOUND   NGS
 LZ0806
 LZ0806                          STATION DESCRIPTION
 LZ0806
 LZ0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0806'1 MI N FROM SEBRING.
 LZ0806'1.0 MILE NORTH ALONG U.S. HIGHWAY 15 FROM SEBRING, TIOGA COUNTY,
 LZ0806'7 FEET SOUTH OF STATION 244+56, AT A 15-FOOT SPAN CONCRETE
 LZ0806'BRIDGE OVER A STREAM, IN THE TOP OF THE NORTHWEST WING WALL, 15
 LZ0806'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL
 LZ0806'WITH THE ROADWAY.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD
 LZ0806'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1592 ***********************************************************************
 KX1592  DESIGNATION -  BM
 KX1592  PID         -  KX1592
 KX1592  STATE/COUNTY-  PA/ALLEGHENY
 KX1592  USGS QUAD   -  VALENCIA (1969)
 KX1592
 KX1592                         *CURRENT SURVEY CONTROL
 KX1592  ___________________________________________________________________
 KX1592* NAD 83(1986)-  40 37 36.     (N)    079 58 12.     (W)     SCALED    
 KX1592* NAVD 88     -       314.421  (meters)    1031.56   (feet)  POSTED    
 KX1592  ___________________________________________________________________
 KX1592  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KX1592  DYNAMIC HT  -         314.260 (meters)    1031.03  (feet)  COMP
 KX1592  MODELED GRAV-     980,095.8   (mgal)                       NAVD 88
 KX1592
 KX1592  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KX1592
 KX1592.The horizontal coordinates were scaled from a topographic map and have
 KX1592.an estimated accuracy of +/- 6 seconds.
 KX1592
 KX1592.The orthometric height was determined by differential leveling
 KX1592.and adjusted by the National Geodetic Survey in 1992..
 KX1592.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KX1592.rate of 0.0 thru 1.0 mm/km.
 KX1592
 KX1592.The geoid height was determined by GEOID03.
 KX1592
 KX1592.The dynamic height is computed by dividing the NAVD 88
 KX1592.geopotential number by the normal gravity value computed on the
 KX1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1592.degrees latitude (g = 980.6199 gals.).
 KX1592
 KX1592.The modeled gravity was interpolated from observed gravity values.
 KX1592
 KX1592;                    North         East    Units  Estimated Accuracy
 KX1592;SPC PA S     -   145,970.      412,200.      MT  (+/- 180 meters Scaled)
 KX1592
 KX1592                          SUPERSEDED SURVEY CONTROL
 KX1592
 KX1592  NGVD 29 (??/??/92)  314.567  (m)         1032.04   (f) ADJ UNCH    2 0
 KX1592
 KX1592.Superseded values are not recommended for survey control.
 KX1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1592.See file dsdata.txt to determine how the superseded data were derived.
 KX1592
 KX1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE871978(NAD 83)
 KX1592_MARKER: DD = SURVEY DISK
 KX1592_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1592_SP_SET: ABUTMENT
 KX1592_STAMPING: 1031 PITTS PENNSYLVANIA
 KX1592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1592
 KX1592  HISTORY     - Date     Condition        Report By
 KX1592  HISTORY     - UNK      MONUMENTED       USGS
 KX1592  HISTORY     - 1954     GOOD             NGS
 KX1592
 KX1592                          STATION DESCRIPTION
 KX1592
 KX1592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KX1592'0.2 MI S FROM GIBSONIA.
 KX1592'0.2 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KX1592'STATION AT GIBSONIA, IN THE TOP OF THE EAST END OF THE SOUTH
 KX1592'CONCRETE ABUTMENT OF RAILROAD BRIDGE OVER A SMALL STREAM, 6 1/4
 KX1592'FEET EAST OF EAST RAIL OF EAST TRACK AND ABOUT 1 FOOT BELOW
 KX1592'LEVEL OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0703 ***********************************************************************
 LZ0703  DESIGNATION -  BM
 LZ0703  PID         -  LZ0703
 LZ0703  STATE/COUNTY-  PA/TIOGA
 LZ0703  USGS QUAD   -  TIOGA (1986)
 LZ0703
 LZ0703                         *CURRENT SURVEY CONTROL
 LZ0703  ___________________________________________________________________
 LZ0703* NAD 83(1986)-  41 58 53.     (N)    077 13 14.     (W)     SCALED    
 LZ0703* NAVD 88     -       339.434  (meters)    1113.63   (feet)  ADJUSTED  
 LZ0703  ___________________________________________________________________
 LZ0703  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 LZ0703  DYNAMIC HT  -         339.304 (meters)    1113.20  (feet)  COMP
 LZ0703  MODELED GRAV-     980,228.5   (mgal)                       NAVD 88
 LZ0703
 LZ0703  VERT ORDER  -  SECOND    CLASS 0
 LZ0703
 LZ0703.The horizontal coordinates were scaled from a topographic map and have
 LZ0703.an estimated accuracy of +/- 6 seconds.
 LZ0703
 LZ0703.The orthometric height was determined by differential leveling
 LZ0703.and adjusted by the National Geodetic Survey in June 1991..
 LZ0703
 LZ0703.The geoid height was determined by GEOID03.
 LZ0703
 LZ0703.The dynamic height is computed by dividing the NAVD 88
 LZ0703.geopotential number by the normal gravity value computed on the
 LZ0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0703.degrees latitude (g = 980.6199 gals.).
 LZ0703
 LZ0703.The modeled gravity was interpolated from observed gravity values.
 LZ0703
 LZ0703;                    North         East    Units  Estimated Accuracy
 LZ0703;SPC PA N     -   201,670.      643,880.      MT  (+/- 180 meters Scaled)
 LZ0703
 LZ0703                          SUPERSEDED SURVEY CONTROL
 LZ0703
 LZ0703  NGVD 29 (??/??/92)  339.58   (m)         1114.1    (f) COMPUTED    2 0
 LZ0703
 LZ0703.Superseded values are not recommended for survey control.
 LZ0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0703.See file dsdata.txt to determine how the superseded data were derived.
 LZ0703
 LZ0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM160500(NAD 83)
 LZ0703_MARKER: R = RIVET
 LZ0703_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0703_SP_SET: CULVERT
 LZ0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0703
 LZ0703  HISTORY     - Date     Condition        Report By
 LZ0703  HISTORY     - UNK      MONUMENTED       NYCRR
 LZ0703  HISTORY     - 1934     GOOD             NGS
 LZ0703
 LZ0703                          STATION DESCRIPTION
 LZ0703
 LZ0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0703'5.1 MI NE FROM ELKLAND.
 LZ0703'ABOUT 5.1 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 LZ0703'FROM ELKLAND, TIOGA COUNTY, ABOUT 400 FEET EAST OF MILEPOST C 6,
 LZ0703'AT STATION 31, AT A 30-INCH CULVERT, IN THE TOP OF THE NORTH
 LZ0703'HEAD WALL, 1 FOOT NORTH OF THE EAST END, 20 FEET NORTH OF THE
 LZ0703'NORTH RAIL, AND 4 FEET LOWER THAN THE TOP OF THE RAIL.  AN
 LZ0703'IRON RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1410 ***********************************************************************
 JW1410  DESIGNATION -  BM
 JW1410  PID         -  JW1410
 JW1410  STATE/COUNTY-  PA/FULTON
 JW1410  USGS QUAD   -  AMARANTH (1994)
 JW1410
 JW1410                         *CURRENT SURVEY CONTROL
 JW1410  ___________________________________________________________________
 JW1410* NAD 83(1992)-  39 48 27.08580(N)    078 18 26.40342(W)     ADJUSTED  
 JW1410* NAVD 88     -       594.     (meters)    1949.     (feet)  SCALED    
 JW1410  ___________________________________________________________________
 JW1410  LAPLACE CORR-          -5.22  (seconds)                    DEFLEC99
 JW1410  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JW1410
 JW1410  HORZ ORDER  -  SECOND
 JW1410
 JW1410.The horizontal coordinates were established by classical geodetic methods
 JW1410.and adjusted by the National Geodetic Survey in June 2002..
 JW1410
 JW1410.The orthometric height was scaled from a topographic map.
 JW1410
 JW1410.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1410
 JW1410.The geoid height was determined by GEOID03.
 JW1410
 JW1410;                    North         East     Units Scale Factor Converg.
 JW1410;SPC PA S     -    52,802.441   552,272.983   MT  1.00002206   -0 21 41.7
 JW1410;SPC PA S     -   173,236.01  1,811,915.61   sFT  1.00002206   -0 21 41.7
 JW1410;UTM  17      - 4,409,863.632   730,504.643   MT  1.00025417   +1 43 28.7
 JW1410
 JW1410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1410!SPC PA S     -   0.99991210  x   1.00002206  =   0.99993416
 JW1410!UTM  17      -   0.99991210  x   1.00025417  =   1.00016625
 JW1410
 JW1410                          SUPERSEDED SURVEY CONTROL
 JW1410
 JW1410  NAD 83(1995)-  39 48 27.08801(N)    078 18 26.40329(W) AD(       ) 2
 JW1410  NAD 83(1991)-  39 48 27.08852(N)    078 18 26.40314(W) AD(       ) 2
 JW1410  NAD 83(1986)-  39 48 27.08944(N)    078 18 26.40682(W) AD(       ) 2
 JW1410  NAD 27      -  39 48 26.77420(N)    078 18 27.35660(W) AD(       ) 2
 JW1410
 JW1410.Superseded values are not recommended for survey control.
 JW1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1410.See file dsdata.txt to determine how the superseded data were derived.
 JW1410
 JW1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE3050509864(NAD 83)
 JW1410_MARKER: DS = TRIANGULATION STATION DISK
 JW1410_SETTING: 80 = SET IN A BOULDER
 JW1410_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JW1410
 JW1410  HISTORY     - Date     Condition        Report By
 JW1410  HISTORY     - 1960     MONUMENTED       USGS
 JW1410
 JW1410                          STATION DESCRIPTION
 JW1410
 JW1410'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 JW1410'TO REACH THE STATION FROM THE POST OFFICE IN WARFORDSBURG, GO NORTH
 JW1410'ON STATE HIGHWAY 126 FOR 3.87 MILES TO A Y-INTERSECTION
 JW1410'AND HIGHWAY 126 TURNS RIGHT.  KEEP LEFT ON BUCK VALLEY ROAD FOR 3.05
 JW1410'MILES TO A FORK AND A WHITE CHURCH ON THE LEFT.
 JW1410'KEEP LEFT FORK FOR 0.7 MILE TO A FORK AND THE PAVED ROAD LEFT.  KEEP
 JW1410'RIGHT FORK ON THE GRAVELED ROAD FOR 0.65 MILE TO A
 JW1410'FORK.  KEEP RIGHT FORK FOR 0.95 MILE TO A T-INTERSECTION.  TURN
 JW1410'RIGHT ON THE GRAVELED ROAD FOR 0.6 MILE TO A FORK AND A LARGE
 JW1410'STONE CHIMNEY ON THE LEFT.  TURN LEFT ON A GRAVELED
 JW1410'ROAD FOR 0.8 MILE TO THE TOP OF THE HILL AND A SIDE ROAD RIGHT AND A
 JW1410'METAL GATE ON THE LEFT AND RIGHT SIDE OF THE ROAD.  TURN
 JW1410'RIGHT FOR ABOUT 50 FEET TO A DIM WOODS ROAD RIGHT JUST BEFORE
 JW1410'REACHING A METAL GATE.  TURN RIGHT ON THE DIM WOODS ROAD
 JW1410'AND GO SOUTH AND EAST ON THE DIM WOODS ROAD UP HILL FOR 0.5 MILE TO
 JW1410'THE CREST OF THE HILL.  TURN LEFT AND FOLLOW THE CREST OF
 JW1410'THE HILL NORTH FOR 0.52 MILE TO A GROUP OF EVERGREEN TREES AND
 JW1410'A STANDARD METAL WITNESS POST AND STATION AS DESCRIBED.
 JW1410'
 JW1410'THE U.S. GEOLOGICAL SURVEY B. M. IS A STANDARD USGS DISK WITHOUT ANY
 JW1410'STAMPING, CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS 6
 JW1410'X 8 FEET.  IT IS 2.3 FEET NORTHWEST OF A STANDARD METAL WITNESS POST,
 JW1410'11.6 FEET NORTHEAST OF A TRIANGULAR BLAZED PINE TREE, 38.6
 JW1410'FEET WEST-NORTHWEST OF A TRIANGULAR BLAZED OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0684 ***********************************************************************
 LZ0684  DESIGNATION -  BM 1 16
 LZ0684  PID         -  LZ0684
 LZ0684  STATE/COUNTY-  PA/TIOGA
 LZ0684  USGS QUAD   -  TIADAGHTON (1994)
 LZ0684
 LZ0684                         *CURRENT SURVEY CONTROL
 LZ0684  ___________________________________________________________________
 LZ0684* NAD 83(1986)-  41 44 46.     (N)    077 26 33.     (W)     SCALED    
 LZ0684* NAVD 88     -       348.921  (meters)    1144.75   (feet)  ADJUSTED  
 LZ0684  ___________________________________________________________________
 LZ0684  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 LZ0684  DYNAMIC HT  -         348.776 (meters)    1144.28  (feet)  COMP
 LZ0684  MODELED GRAV-     980,196.5   (mgal)                       NAVD 88
 LZ0684
 LZ0684  VERT ORDER  -  SECOND    CLASS 0
 LZ0684
 LZ0684.The horizontal coordinates were scaled from a topographic map and have
 LZ0684.an estimated accuracy of +/- 6 seconds.
 LZ0684
 LZ0684.The orthometric height was determined by differential leveling
 LZ0684.and adjusted by the National Geodetic Survey in June 1991..
 LZ0684
 LZ0684.The geoid height was determined by GEOID03.
 LZ0684
 LZ0684.The dynamic height is computed by dividing the NAVD 88
 LZ0684.geopotential number by the normal gravity value computed on the
 LZ0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0684.degrees latitude (g = 980.6199 gals.).
 LZ0684
 LZ0684.The modeled gravity was interpolated from observed gravity values.
 LZ0684
 LZ0684;                    North         East    Units  Estimated Accuracy
 LZ0684;SPC PA N     -   175,450.      625,580.      MT  (+/- 180 meters Scaled)
 LZ0684
 LZ0684                          SUPERSEDED SURVEY CONTROL
 LZ0684
 LZ0684  NGVD 29 (??/??/92)  349.059  (m)         1145.20   (f) ADJ UNCH    2 0
 LZ0684
 LZ0684.Superseded values are not recommended for survey control.
 LZ0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0684.See file dsdata.txt to determine how the superseded data were derived.
 LZ0684
 LZ0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM969244(NAD 83)
 LZ0684_MARKER: X = CHISELED CROSS
 LZ0684_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0684_SP_SET: BRIDGE
 LZ0684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0684
 LZ0684  HISTORY     - Date     Condition        Report By
 LZ0684  HISTORY     - UNK      MONUMENTED       BORR
 LZ0684  HISTORY     - 1934     GOOD             NGS
 LZ0684
 LZ0684                          STATION DESCRIPTION
 LZ0684
 LZ0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0684'1 MI W FROM ANSONIA.
 LZ0684'1.0 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM ANSONIA,
 LZ0684'TIOGA COUNTY, ABOUT 3,050 FEET EAST OF MILEPOST 7, ON BRIDGE A
 LZ0684'1+16, 6 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND 1 FOOT
 LZ0684'LOWER THAN THE TOP OF THE RAIL.  A CHISELED CROSS WITHIN A
 LZ0684'CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0303 ***********************************************************************
 LZ0303  DESIGNATION -  BM 106+90
 LZ0303  PID         -  LZ0303
 LZ0303  STATE/COUNTY-  PA/COLUMBIA
 LZ0303  USGS QUAD   -  LAIRDSVILLE (1975)
 LZ0303
 LZ0303                         *CURRENT SURVEY CONTROL
 LZ0303  ___________________________________________________________________
 LZ0303* NAD 83(1986)-  41 09 39.     (N)    076 32 18.     (W)     SCALED    
 LZ0303* NAVD 88     -       232.965  (meters)     764.32   (feet)  ADJUSTED  
 LZ0303  ___________________________________________________________________
 LZ0303  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 LZ0303  DYNAMIC HT  -         232.867 (meters)     764.00  (feet)  COMP
 LZ0303  MODELED GRAV-     980,195.7   (mgal)                       NAVD 88
 LZ0303
 LZ0303  VERT ORDER  -  SECOND    CLASS 0
 LZ0303
 LZ0303.The horizontal coordinates were scaled from a topographic map and have
 LZ0303.an estimated accuracy of +/- 6 seconds.
 LZ0303
 LZ0303.The orthometric height was determined by differential leveling
 LZ0303.and adjusted by the National Geodetic Survey in June 1991..
 LZ0303
 LZ0303.The geoid height was determined by GEOID03.
 LZ0303
 LZ0303.The dynamic height is computed by dividing the NAVD 88
 LZ0303.geopotential number by the normal gravity value computed on the
 LZ0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0303.degrees latitude (g = 980.6199 gals.).
 LZ0303
 LZ0303.The modeled gravity was interpolated from observed gravity values.
 LZ0303
 LZ0303;                    North         East    Units  Estimated Accuracy
 LZ0303;SPC PA N     -   111,120.      701,690.      MT  (+/- 180 meters Scaled)
 LZ0303
 LZ0303                          SUPERSEDED SURVEY CONTROL
 LZ0303
 LZ0303  NGVD 29 (??/??/92)  233.18   (m)          765.0    (f) COMPUTED    2 0
 LZ0303
 LZ0303.Superseded values are not recommended for survey control.
 LZ0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0303.See file dsdata.txt to determine how the superseded data were derived.
 LZ0303
 LZ0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL709577(NAD 83)
 LZ0303_MARKER: DD = SURVEY DISK
 LZ0303_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0303_SP_SET: BRIDGE
 LZ0303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0303
 LZ0303  HISTORY     - Date     Condition        Report By
 LZ0303  HISTORY     - UNK      MONUMENTED       PADH
 LZ0303  HISTORY     - 1934     GOOD             NGS
 LZ0303
 LZ0303                          STATION DESCRIPTION
 LZ0303
 LZ0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0303'3.1 MI NW FROM MILLVILLE.
 LZ0303'ABOUT 3.1 MILES NORTHWEST ALONG STATE HIGHWAYS 42 AND 442 FROM
 LZ0303'MILLVILLE, COLUMBIA COUNTY, ABOUT 1.8 MILES WEST OF IOLA, AT
 LZ0303'HIGHWAY STATION 106+90, AT 40-FOOT CONCRETE BRIDGE 106+82, IN
 LZ0303'THE SOUTHEAST WING WALL, 12 FEET SOUTH OF THE CENTER LINE OF
 LZ0303'THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.  A PENNSYLVANIA
 LZ0303'DEPARTMENT OF HIGHWAYS STANDARD DISK.  PREVIOUSLY DESIGNATED
 LZ0303'BM (PHD)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0209 ***********************************************************************
 LZ0209  DESIGNATION -  BM 111 88
 LZ0209  PID         -  LZ0209
 LZ0209  STATE/COUNTY-  PA/COLUMBIA
 LZ0209  USGS QUAD   -  BLOOMSBURG (1983)
 LZ0209
 LZ0209                         *CURRENT SURVEY CONTROL
 LZ0209  ___________________________________________________________________
 LZ0209* NAD 83(1986)-  41 01 37.     (N)    076 28 47.     (W)     SCALED    
 LZ0209* NAVD 88     -       151.960  (meters)     498.56   (feet)  ADJUSTED  
 LZ0209  ___________________________________________________________________
 LZ0209  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 LZ0209  DYNAMIC HT  -         151.897 (meters)     498.35  (feet)  COMP
 LZ0209  MODELED GRAV-     980,208.0   (mgal)                       NAVD 88
 LZ0209
 LZ0209  VERT ORDER  -  SECOND    CLASS 0
 LZ0209
 LZ0209.The horizontal coordinates were scaled from a topographic map and have
 LZ0209.an estimated accuracy of +/- 6 seconds.
 LZ0209
 LZ0209.The orthometric height was determined by differential leveling
 LZ0209.and adjusted by the National Geodetic Survey in June 1991..
 LZ0209
 LZ0209.The geoid height was determined by GEOID03.
 LZ0209
 LZ0209.The dynamic height is computed by dividing the NAVD 88
 LZ0209.geopotential number by the normal gravity value computed on the
 LZ0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0209.degrees latitude (g = 980.6199 gals.).
 LZ0209
 LZ0209.The modeled gravity was interpolated from observed gravity values.
 LZ0209
 LZ0209;                    North         East    Units  Estimated Accuracy
 LZ0209;SPC PA N     -    96,320.      706,830.      MT  (+/- 180 meters Scaled)
 LZ0209
 LZ0209                          SUPERSEDED SURVEY CONTROL
 LZ0209
 LZ0209  NGVD 29 (??/??/92)  152.18   (m)          499.3    (f) COMPUTED    2 0
 LZ0209
 LZ0209.Superseded values are not recommended for survey control.
 LZ0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0209.See file dsdata.txt to determine how the superseded data were derived.
 LZ0209
 LZ0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL756428(NAD 83)
 LZ0209_MARKER: DD = SURVEY DISK
 LZ0209_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0209_SP_SET: BRIDGE
 LZ0209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0209
 LZ0209  HISTORY     - Date     Condition        Report By
 LZ0209  HISTORY     - UNK      MONUMENTED       PADH
 LZ0209  HISTORY     - 1934     GOOD             NGS
 LZ0209  HISTORY     - 1968     POOR             USGS
 LZ0209  HISTORY     - 20050421 MARK NOT FOUND   PADT
 LZ0209
 LZ0209                          STATION DESCRIPTION
 LZ0209
 LZ0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0209'1.7 MI NW FROM BLOOMSBURG.
 LZ0209'ABOUT 1.7 MILES NORTHWEST ALONG STATE HIGHWAY 42 FROM BLOOMSBURG,
 LZ0209'COLUMBIA COUNTY, AT HIGHWAY STATION 111+60, AT 80-FOOT CONCRETE
 LZ0209'BRIDGE 111/88 OVER LITTLE FISHING CREEK, IN THE SOUTHEAST WING
 LZ0209'WALL, 16 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 LZ0209'LEVEL WITH THE HIGHWAY.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS
 LZ0209'STANDARD DISK.
 LZ0209
 LZ0209                          STATION RECOVERY (1968)
 LZ0209
 LZ0209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 LZ0209'MARK RECOVERED IN POOR CONDITION.
 LZ0209
 LZ0209                          STATION RECOVERY (2005)
 LZ0209
 LZ0209'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (JAG)
 LZ0209'BRIDGE IN VERY POOR CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0302 ***********************************************************************
 LZ0302  DESIGNATION -  BM 152+16
 LZ0302  PID         -  LZ0302
 LZ0302  STATE/COUNTY-  PA/COLUMBIA
 LZ0302  USGS QUAD   -  LAIRDSVILLE (1975)
 LZ0302
 LZ0302                         *CURRENT SURVEY CONTROL
 LZ0302  ___________________________________________________________________
 LZ0302* NAD 83(1986)-  41 08 58.     (N)    076 32 01.     (W)     SCALED    
 LZ0302* NAVD 88     -       216.340  (meters)     709.78   (feet)  ADJUSTED  
 LZ0302  ___________________________________________________________________
 LZ0302  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 LZ0302  DYNAMIC HT  -         216.249 (meters)     709.48  (feet)  COMP
 LZ0302  MODELED GRAV-     980,199.9   (mgal)                       NAVD 88
 LZ0302
 LZ0302  VERT ORDER  -  SECOND    CLASS 0
 LZ0302
 LZ0302.The horizontal coordinates were scaled from a topographic map and have
 LZ0302.an estimated accuracy of +/- 6 seconds.
 LZ0302
 LZ0302.The orthometric height was determined by differential leveling
 LZ0302.and adjusted by the National Geodetic Survey in June 1991..
 LZ0302
 LZ0302.The geoid height was determined by GEOID03.
 LZ0302
 LZ0302.The dynamic height is computed by dividing the NAVD 88
 LZ0302.geopotential number by the normal gravity value computed on the
 LZ0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0302.degrees latitude (g = 980.6199 gals.).
 LZ0302
 LZ0302.The modeled gravity was interpolated from observed gravity values.
 LZ0302
 LZ0302;                    North         East    Units  Estimated Accuracy
 LZ0302;SPC PA N     -   109,860.      702,100.      MT  (+/- 180 meters Scaled)
 LZ0302
 LZ0302                          SUPERSEDED SURVEY CONTROL
 LZ0302
 LZ0302  NGVD 29 (??/??/92)  216.56   (m)          710.5    (f) COMPUTED    2 0
 LZ0302
 LZ0302.Superseded values are not recommended for survey control.
 LZ0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0302.See file dsdata.txt to determine how the superseded data were derived.
 LZ0302
 LZ0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL713564(NAD 83)
 LZ0302_MARKER: DD = SURVEY DISK
 LZ0302_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0302_SP_SET: BRIDGE
 LZ0302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0302
 LZ0302  HISTORY     - Date     Condition        Report By
 LZ0302  HISTORY     - UNK      MONUMENTED       PADH
 LZ0302  HISTORY     - 1934     GOOD             NGS
 LZ0302  HISTORY     - 1968     MARK NOT FOUND   PADH
 LZ0302
 LZ0302                          STATION DESCRIPTION
 LZ0302
 LZ0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0302'2.3 MI NW FROM MILLVILLE.
 LZ0302'ABOUT 2.3 MILES NORTHWEST ALONG STATE HIGHWAYS 42 AND 442 FROM
 LZ0302'MILLVILLE, COLUMBIA COUNTY, AT HIGHWAY STATION 152+16, AT 40-FOOT
 LZ0302'CONCRETE BRIDGE 151+41, IN THE NORTHEAST WING WALL, 17 FEET
 LZ0302'NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH
 LZ0302'THE HIGHWAY.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD
 LZ0302'DISK.  PREVIOUSLY DESIGNATED BM (PDH)
 LZ0302
 LZ0302                          STATION RECOVERY (1968)
 LZ0302
 LZ0302'RECOVERY NOTE BY PA DEPT OF HIGHWAYS 1968
 LZ0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0210 ***********************************************************************
 LZ0210  DESIGNATION -  BM 184
 LZ0210  PID         -  LZ0210
 LZ0210  STATE/COUNTY-  PA/COLUMBIA
 LZ0210  USGS QUAD   -  BLOOMSBURG (1983)
 LZ0210
 LZ0210                         *CURRENT SURVEY CONTROL
 LZ0210  ___________________________________________________________________
 LZ0210* NAD 83(1986)-  41 02 41.     (N)    076 29 19.     (W)     SCALED    
 LZ0210* NAVD 88     -       162.445  (meters)     532.96   (feet)  ADJUSTED  
 LZ0210  ___________________________________________________________________
 LZ0210  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 LZ0210  DYNAMIC HT  -         162.377 (meters)     532.73  (feet)  COMP
 LZ0210  MODELED GRAV-     980,201.9   (mgal)                       NAVD 88
 LZ0210
 LZ0210  VERT ORDER  -  SECOND    CLASS 0
 LZ0210
 LZ0210.The horizontal coordinates were scaled from a topographic map and have
 LZ0210.an estimated accuracy of +/- 6 seconds.
 LZ0210
 LZ0210.The orthometric height was determined by differential leveling
 LZ0210.and adjusted by the National Geodetic Survey in June 1991..
 LZ0210
 LZ0210.The geoid height was determined by GEOID03.
 LZ0210
 LZ0210.The dynamic height is computed by dividing the NAVD 88
 LZ0210.geopotential number by the normal gravity value computed on the
 LZ0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0210.degrees latitude (g = 980.6199 gals.).
 LZ0210
 LZ0210.The modeled gravity was interpolated from observed gravity values.
 LZ0210
 LZ0210;                    North         East    Units  Estimated Accuracy
 LZ0210;SPC PA N     -    98,280.      706,050.      MT  (+/- 180 meters Scaled)
 LZ0210
 LZ0210                          SUPERSEDED SURVEY CONTROL
 LZ0210
 LZ0210  NGVD 29 (??/??/92)  162.666  (m)          533.68   (f) ADJ UNCH    2 0
 LZ0210
 LZ0210.Superseded values are not recommended for survey control.
 LZ0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0210.See file dsdata.txt to determine how the superseded data were derived.
 LZ0210
 LZ0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL748447(NAD 83)
 LZ0210_MARKER: DD = SURVEY DISK
 LZ0210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0210_SP_SET: CULVERT
 LZ0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0210
 LZ0210  HISTORY     - Date     Condition        Report By
 LZ0210  HISTORY     - UNK      MONUMENTED       PADH
 LZ0210  HISTORY     - 1934     GOOD             NGS
 LZ0210
 LZ0210                          STATION DESCRIPTION
 LZ0210
 LZ0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0210'3 MI NW FROM BLOOMSBURG.
 LZ0210'ABOUT 3.0 MILES NORTHWEST ALONG STATE HIGHWAY 42 FROM BLOOMSBURG,
 LZ0210'COLUMBIA COUNTY, AT HIGHWAY STATION 184+00, AT A 6-FOOT CONCRETE
 LZ0210'ARCH CULVERT, IN THE SOUTHEAST WING WALL, 27 FEET EAST OF THE
 LZ0210'CENTER LINE OF THE HIGHWAY, AND ABOUT 7 FEET LOWER THAN THE
 LZ0210'HIGHWAY.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0300 ***********************************************************************
 LZ0300  DESIGNATION -  BM 184+70
 LZ0300  PID         -  LZ0300
 LZ0300  STATE/COUNTY-  PA/COLUMBIA
 LZ0300  USGS QUAD   -  LAIRDSVILLE (1975)
 LZ0300
 LZ0300                         *CURRENT SURVEY CONTROL
 LZ0300  ___________________________________________________________________
 LZ0300* NAD 83(1986)-  41 08 29.     (N)    076 31 43.     (W)     SCALED    
 LZ0300* NAVD 88     -       205.839  (meters)     675.32   (feet)  ADJUSTED  
 LZ0300  ___________________________________________________________________
 LZ0300  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 LZ0300  DYNAMIC HT  -         205.753 (meters)     675.04  (feet)  COMP
 LZ0300  MODELED GRAV-     980,201.9   (mgal)                       NAVD 88
 LZ0300
 LZ0300  VERT ORDER  -  SECOND    CLASS 0
 LZ0300
 LZ0300.The horizontal coordinates were scaled from a topographic map and have
 LZ0300.an estimated accuracy of +/- 6 seconds.
 LZ0300
 LZ0300.The orthometric height was determined by differential leveling
 LZ0300.and adjusted by the National Geodetic Survey in June 1991..
 LZ0300
 LZ0300.The geoid height was determined by GEOID03.
 LZ0300
 LZ0300.The dynamic height is computed by dividing the NAVD 88
 LZ0300.geopotential number by the normal gravity value computed on the
 LZ0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0300.degrees latitude (g = 980.6199 gals.).
 LZ0300
 LZ0300.The modeled gravity was interpolated from observed gravity values.
 LZ0300
 LZ0300;                    North         East    Units  Estimated Accuracy
 LZ0300;SPC PA N     -   108,970.      702,540.      MT  (+/- 180 meters Scaled)
 LZ0300
 LZ0300                          SUPERSEDED SURVEY CONTROL
 LZ0300
 LZ0300  NGVD 29 (??/??/92)  206.06   (m)          676.0    (f) COMPUTED    2 0
 LZ0300
 LZ0300.Superseded values are not recommended for survey control.
 LZ0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0300.See file dsdata.txt to determine how the superseded data were derived.
 LZ0300
 LZ0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL717555(NAD 83)
 LZ0300_MARKER: DD = SURVEY DISK
 LZ0300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0300_SP_SET: BRIDGE
 LZ0300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0300
 LZ0300  HISTORY     - Date     Condition        Report By
 LZ0300  HISTORY     - UNK      MONUMENTED       PADH
 LZ0300  HISTORY     - 1934     GOOD             NGS
 LZ0300
 LZ0300                          STATION DESCRIPTION
 LZ0300
 LZ0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0300'1.7 MI N FROM MILLVILLE.
 LZ0300'ABOUT 1.7 MILES NORTH ALONG STATE HIGHWAY 42 FROM MILLVILLE,
 LZ0300'COLUMBIA COUNTY, ABOUT 160 FEET WEST OF THE JUNCTION OF STATE
 LZ0300'HIGHWAY 442, AT HIGHWAY STATION 184+70 ON STATE HIGHWAY 42, AT
 LZ0300'90-FOOT THROUGH PLATE GIRDER BRIDGE 184/23, IN THE NORTHEAST
 LZ0300'WING WALL, 18 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND
 LZ0300'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A PENNSYLVANIA DEPARTMENT
 LZ0300'OF HIGHWAYS STANDARD DISK.  NOTE-- PREVIOUSLY DESIGNATED BM (PDH)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0213 ***********************************************************************
 LZ0213  DESIGNATION -  BM 243 15
 LZ0213  PID         -  LZ0213
 LZ0213  STATE/COUNTY-  PA/COLUMBIA
 LZ0213  USGS QUAD   -  BLOOMSBURG (1983)
 LZ0213
 LZ0213                         *CURRENT SURVEY CONTROL
 LZ0213  ___________________________________________________________________
 LZ0213* NAD 83(1986)-  41 03 37.     (N)    076 29 36.     (W)     SCALED    
 LZ0213* NAVD 88     -       166.287  (meters)     545.56   (feet)  ADJUSTED  
 LZ0213  ___________________________________________________________________
 LZ0213  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 LZ0213  DYNAMIC HT  -         166.217 (meters)     545.33  (feet)  COMP
 LZ0213  MODELED GRAV-     980,200.2   (mgal)                       NAVD 88
 LZ0213
 LZ0213  VERT ORDER  -  SECOND    CLASS 0
 LZ0213
 LZ0213.The horizontal coordinates were scaled from a topographic map and have
 LZ0213.an estimated accuracy of +/- 6 seconds.
 LZ0213
 LZ0213.The orthometric height was determined by differential leveling
 LZ0213.and adjusted by the National Geodetic Survey in June 1991..
 LZ0213
 LZ0213.The geoid height was determined by GEOID03.
 LZ0213
 LZ0213.The dynamic height is computed by dividing the NAVD 88
 LZ0213.geopotential number by the normal gravity value computed on the
 LZ0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0213.degrees latitude (g = 980.6199 gals.).
 LZ0213
 LZ0213.The modeled gravity was interpolated from observed gravity values.
 LZ0213
 LZ0213;                    North         East    Units  Estimated Accuracy
 LZ0213;SPC PA N     -   100,010.      705,630.      MT  (+/- 180 meters Scaled)
 LZ0213
 LZ0213                          SUPERSEDED SURVEY CONTROL
 LZ0213
 LZ0213  NGVD 29 (??/??/92)  166.508  (m)          546.28   (f) ADJ UNCH    2 0
 LZ0213
 LZ0213.Superseded values are not recommended for survey control.
 LZ0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0213.See file dsdata.txt to determine how the superseded data were derived.
 LZ0213
 LZ0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL745465(NAD 83)
 LZ0213_MARKER: DD = SURVEY DISK
 LZ0213_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0213_SP_SET: BRIDGE
 LZ0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0213
 LZ0213  HISTORY     - Date     Condition        Report By
 LZ0213  HISTORY     - UNK      MONUMENTED       PADH
 LZ0213  HISTORY     - 1934     GOOD             NGS
 LZ0213
 LZ0213                          STATION DESCRIPTION
 LZ0213
 LZ0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0213'4 MI NW FROM BLOOMSBURG.
 LZ0213'ABOUT 4.0 MILES NORTHWEST ALONG STATE HIGHWAY 42 FROM BLOOMSBURG,
 LZ0213'COLUMBIA COUNTY, AT HIGHWAY STATION 243+15, AT 20-FOOT CONCRETE
 LZ0213'BRIDGE 243/00, IN THE SOUTHEAST WING WALL, 22 FEET EAST OF THE
 LZ0213'CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE
 LZ0213'HIGHWAY.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1257 ***********************************************************************
 KX1257  DESIGNATION -  BM 28
 KX1257  PID         -  KX1257
 KX1257  STATE/COUNTY-  PA/ALLEGHENY
 KX1257  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1257
 KX1257                         *CURRENT SURVEY CONTROL
 KX1257  ___________________________________________________________________
 KX1257* NAD 83(1986)-  40 23 58.     (N)    079 56 14.     (W)     SCALED    
 KX1257* NAVD 88     -       230.706  (meters)     756.91   (feet)  ADJUSTED  
 KX1257  ___________________________________________________________________
 KX1257  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KX1257  DYNAMIC HT  -         230.587 (meters)     756.52  (feet)  COMP
 KX1257  MODELED GRAV-     980,106.6   (mgal)                       NAVD 88
 KX1257
 KX1257  VERT ORDER  -  FIRST     CLASS II
 KX1257
 KX1257.The horizontal coordinates were scaled from a topographic map and have
 KX1257.an estimated accuracy of +/- 6 seconds.
 KX1257
 KX1257.The orthometric height was determined by differential leveling
 KX1257.and adjusted by the National Geodetic Survey in June 1991..
 KX1257
 KX1257.The geoid height was determined by GEOID03.
 KX1257
 KX1257.The dynamic height is computed by dividing the NAVD 88
 KX1257.geopotential number by the normal gravity value computed on the
 KX1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1257.degrees latitude (g = 980.6199 gals.).
 KX1257
 KX1257.The modeled gravity was interpolated from observed gravity values.
 KX1257
 KX1257;                    North         East    Units  Estimated Accuracy
 KX1257;SPC PA S     -   120,680.      414,340.      MT  (+/- 180 meters Scaled)
 KX1257
 KX1257                          SUPERSEDED SURVEY CONTROL
 KX1257
 KX1257  NGVD 29 (??/??/92)  230.87   (m)          757.4    (f) COMPUTED    1 2
 KX1257
 KX1257.Superseded values are not recommended for survey control.
 KX1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1257.See file dsdata.txt to determine how the superseded data were derived.
 KX1257
 KX1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE901726(NAD 83)
 KX1257_MARKER: DD = SURVEY DISK
 KX1257_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1257_SP_SET: BRIDGE
 KX1257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1257
 KX1257  HISTORY     - Date     Condition        Report By
 KX1257  HISTORY     - UNK      MONUMENTED       PA6600
 KX1257  HISTORY     - 1966     MARK NOT FOUND   NGS
 KX1257  HISTORY     - 20040521 MARK NOT FOUND   USPSQD
 KX1257
 KX1257                          STATION DESCRIPTION
 KX1257
 KX1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX1257'AT PITTSBURGH.
 KX1257'ON THE BALTIMORE AND OHIO RAILROAD, IN THE SOUTH CORNER OF THE
 KX1257'WEST END OF THE GLENWOOD BRIDGE APPROACH, 15 FEET SOUTH OF THE
 KX1257'CENTER LINE OF THE STREET, 22 FEET NORTH OF THE CENTER LINE OF
 KX1257'THE ROAD LEADING TO THE TRACKS, AND 2.5 FEET NORTHEAST OF A
 KX1257'CAUTION SIGNPOST.  A DEPARTMENT OF CITY PLANNING STANDARD
 KX1257'DISK.
 KX1257
 KX1257                          STATION RECOVERY (2004)
 KX1257
 KX1257'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 KX1257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1313 ***********************************************************************
 MA1313  DESIGNATION -  BM 338
 MA1313  PID         -  MA1313
 MA1313  STATE/COUNTY-  PA/CLARION
 MA1313  USGS QUAD   -  KNOX (1977)
 MA1313
 MA1313                         *CURRENT SURVEY CONTROL
 MA1313  ___________________________________________________________________
 MA1313* NAD 83(1986)-  41 10 53.     (N)    079 33 40.     (W)     SCALED    
 MA1313* NAVD 88     -       349.781  (meters)    1147.57   (feet)  ADJUSTED  
 MA1313  ___________________________________________________________________
 MA1313  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 MA1313  DYNAMIC HT  -         349.617 (meters)    1147.04  (feet)  COMP
 MA1313  MODELED GRAV-     980,147.2   (mgal)                       NAVD 88
 MA1313
 MA1313  VERT ORDER  -  SECOND    CLASS 0
 MA1313
 MA1313.The horizontal coordinates were scaled from a topographic map and have
 MA1313.an estimated accuracy of +/- 6 seconds.
 MA1313
 MA1313.The orthometric height was determined by differential leveling
 MA1313.and adjusted by the National Geodetic Survey in June 1991..
 MA1313
 MA1313.The geoid height was determined by GEOID03.
 MA1313
 MA1313.The dynamic height is computed by dividing the NAVD 88
 MA1313.geopotential number by the normal gravity value computed on the
 MA1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1313.degrees latitude (g = 980.6199 gals.).
 MA1313
 MA1313.The modeled gravity was interpolated from observed gravity values.
 MA1313
 MA1313;                    North         East    Units  Estimated Accuracy
 MA1313;SPC PA N     -   114,280.      448,060.      MT  (+/- 180 meters Scaled)
 MA1313
 MA1313                          SUPERSEDED SURVEY CONTROL
 MA1313
 MA1313  NGVD 29 (??/??/92)  349.94   (m)         1148.1    (f) COMPUTED    2 0
 MA1313
 MA1313.Superseded values are not recommended for survey control.
 MA1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1313.See file dsdata.txt to determine how the superseded data were derived.
 MA1313
 MA1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF206598(NAD 83)
 MA1313_MARKER: DD = SURVEY DISK
 MA1313_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1313_SP_SET: BRIDGE
 MA1313_STAMPING: DMM 1958
 MA1313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1313
 MA1313  HISTORY     - Date     Condition        Report By
 MA1313  HISTORY     - 1958     MONUMENTED       PADH
 MA1313  HISTORY     - 1958     GOOD             NGS
 MA1313
 MA1313                          STATION DESCRIPTION
 MA1313
 MA1313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MA1313'1.2 MI SW FROM WENTLINGS CORNERS.
 MA1313'ABOUT 1.25 MILES SOUTHWEST ALONG STATE HIGHWAY 338 FROM WENTLINGS
 MA1313'CORNERS.  ON THE HIGHEST POINT OF THE SOUTHEAST WINGWALL OF THE
 MA1313'CONCRETE BRIDGE OVER BEAVER CREEK, 4-INCHES SOUTH OF THE
 MA1313'HEADWALL.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS BRONZE DISK
 MA1313'EMBEDDED IN CONCRETE.  NOTE-- PREVIOUSLY DESIGNATED BM (PDH).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1785 ***********************************************************************
 KW1785  DESIGNATION -  BM 344 PADH
 KW1785  PID         -  KW1785
 KW1785  STATE/COUNTY-  PA/PERRY
 KW1785  USGS QUAD   -  WERTZVILLE (1987)
 KW1785
 KW1785                         *CURRENT SURVEY CONTROL
 KW1785  ___________________________________________________________________
 KW1785* NAD 83(1986)-  40 22 14.     (N)    077 01 26.     (W)     SCALED    
 KW1785* NAVD 88     -       104.715  (meters)     343.55   (feet)  ADJUSTED  
 KW1785  ___________________________________________________________________
 KW1785  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KW1785  DYNAMIC HT  -         104.664 (meters)     343.39  (feet)  COMP
 KW1785  MODELED GRAV-     980,137.7   (mgal)                       NAVD 88
 KW1785
 KW1785  VERT ORDER  -  FIRST     CLASS I
 KW1785
 KW1785.The horizontal coordinates were scaled from a topographic map and have
 KW1785.an estimated accuracy of +/- 6 seconds.
 KW1785
 KW1785.The orthometric height was determined by differential leveling
 KW1785.and adjusted by the National Geodetic Survey in June 1991..
 KW1785
 KW1785.The geoid height was determined by GEOID03.
 KW1785
 KW1785.The dynamic height is computed by dividing the NAVD 88
 KW1785.geopotential number by the normal gravity value computed on the
 KW1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1785.degrees latitude (g = 980.6199 gals.).
 KW1785
 KW1785.The modeled gravity was interpolated from observed gravity values.
 KW1785
 KW1785;                    North         East    Units  Estimated Accuracy
 KW1785;SPC PA S     -   115,420.      661,670.      MT  (+/- 180 meters Scaled)
 KW1785
 KW1785                          SUPERSEDED SURVEY CONTROL
 KW1785
 KW1785  NGVD 29 (??/??/??)  104.935  (m)          344.27   (f) ADJUSTED    1 1
 KW1785
 KW1785.Superseded values are not recommended for survey control.
 KW1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1785.See file dsdata.txt to determine how the superseded data were derived.
 KW1785
 KW1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK281708(NAD 83)
 KW1785_MARKER: DD = SURVEY DISK
 KW1785_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1785_SP_SET: ABUTMENT
 KW1785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1785_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1785+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2006
 KW1785
 KW1785  HISTORY     - Date     Condition        Report By
 KW1785  HISTORY     - UNK      MONUMENTED       PADH
 KW1785  HISTORY     - 1966     GOOD             CGS
 KW1785  HISTORY     - 20060618 GOOD             GEOCAC
 KW1785
 KW1785                          STATION DESCRIPTION
 KW1785
 KW1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1785'1.6 MI SE FROM DUNCANNON.
 KW1785'ABOUT 1.6 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW1785'THE ABANDONED STATION AT DUNCANNON, SET IN THE TOP OF A LEDGE ON
 KW1785'THE CONCRETE WINGWALL AT THE SOUTH END OF THE EAST CONCRETE
 KW1785'ABUTMENT OF THE U.S. HIGHWAYS 11 AND 15 BRIDGE, 41 FEET WEST
 KW1785'OF THE WEST RAIL OF THE WEST TRACK, 32 1/2 FEET WEST OF A
 KW1785'DOUBLE ARCHED RAILROAD BRIDGE, 29 FEET EAST OF THE CENTER LINE
 KW1785'OF THE HIGHWAY, ABOUT 1 1/2 FEET BELOW THE TOP OF THE ABUTMENT,
 KW1785'ABOUT 8 FEET BELOW THE LEVEL OF THE HIGHWAY, AND ABOUT 12
 KW1785'FEET BELOW THE LEVEL OF THE TRACK.
 KW1785
 KW1785                          STATION RECOVERY (2006)
 KW1785
 KW1785'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW1785'DISK IS A PADH DISK AND IS NOT STAMPED.
 KW1785' 
 KW1785'HH2 N 40 22.237 W 077 01.429
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1797 ***********************************************************************
 KW1797  DESIGNATION -  BM 373 PRR
 KW1797  PID         -  KW1797
 KW1797  STATE/COUNTY-  PA/PERRY
 KW1797  USGS QUAD   -  DUNCANNON (1984)
 KW1797
 KW1797                         *CURRENT SURVEY CONTROL
 KW1797  ___________________________________________________________________
 KW1797* NAD 83(1986)-  40 27 22.     (N)    077 01 49.     (W)     SCALED    
 KW1797* NAVD 88     -       113.568  (meters)     372.60   (feet)  ADJUSTED  
 KW1797  ___________________________________________________________________
 KW1797  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KW1797  DYNAMIC HT  -         113.513 (meters)     372.42  (feet)  COMP
 KW1797  MODELED GRAV-     980,142.2   (mgal)                       NAVD 88
 KW1797
 KW1797  VERT ORDER  -  FIRST     CLASS I
 KW1797
 KW1797.The horizontal coordinates were scaled from a topographic map and have
 KW1797.an estimated accuracy of +/- 6 seconds.
 KW1797
 KW1797.The orthometric height was determined by differential leveling
 KW1797.and adjusted by the National Geodetic Survey in June 1991..
 KW1797
 KW1797.The geoid height was determined by GEOID03.
 KW1797
 KW1797.The dynamic height is computed by dividing the NAVD 88
 KW1797.geopotential number by the normal gravity value computed on the
 KW1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1797.degrees latitude (g = 980.6199 gals.).
 KW1797
 KW1797.The modeled gravity was interpolated from observed gravity values.
 KW1797
 KW1797;                    North         East    Units  Estimated Accuracy
 KW1797;SPC PA S     -   124,920.      661,050.      MT  (+/- 180 meters Scaled)
 KW1797
 KW1797                          SUPERSEDED SURVEY CONTROL
 KW1797
 KW1797  NGVD 29 (??/??/??)  113.791  (m)          373.33   (f) ADJUSTED    1 1
 KW1797
 KW1797.Superseded values are not recommended for survey control.
 KW1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1797.See file dsdata.txt to determine how the superseded data were derived.
 KW1797
 KW1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK278803(NAD 83)
 KW1797_MARKER: X = CHISELED CROSS
 KW1797_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1797_SP_SET: CULVERT
 KW1797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1797
 KW1797  HISTORY     - Date     Condition        Report By
 KW1797  HISTORY     - UNK      MONUMENTED       PRR
 KW1797  HISTORY     - 1966     GOOD             CGS
 KW1797
 KW1797                          STATION DESCRIPTION
 KW1797
 KW1797'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1797'5 MI N FROM DUNCANNON.
 KW1797'ABOUT 5.0 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM
 KW1797'THE ABANDONED STATION AT DUNCANNON, 0.4 MILE NORTH OF MILEPOST
 KW1797'124, 2 1/2 RAILS SOUTH OF THE CROSSING OF THE RAILROAD AND A
 KW1797'PRIVATE ROAD, 18 FEET EAST OF THE EAST RAIL OF THE EAST TRACK,
 KW1797'A CHISELED CROSS SURROUNDED BY A 3-INCH CHISELED SQUARE IN THE
 KW1797'TOP AND 5 INCHES NORTH OF THE SOUTH END OF THE EAST CONCRETE
 KW1797'HEADWALL OF AN ARCH TYPE CULVERT, 23 FEET SOUTH OF BENCH MARK
 KW1797'P 330, AND ABOUT 6 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1663 ***********************************************************************
 KW1663  DESIGNATION -  BM 417.46 PADH
 KW1663  PID         -  KW1663
 KW1663  STATE/COUNTY-  PA/SNYDER
 KW1663  USGS QUAD   -  BEAVER SPRINGS (1978)
 KW1663
 KW1663                         *CURRENT SURVEY CONTROL
 KW1663  ___________________________________________________________________
 KW1663* NAD 83(1986)-  40 44 54.     (N)    077 12 38.     (W)     SCALED    
 KW1663* NAVD 88     -       179.936  (meters)     590.34   (feet)  ADJUSTED  
 KW1663  ___________________________________________________________________
 KW1663  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KW1663  DYNAMIC HT  -         179.851 (meters)     590.06  (feet)  COMP
 KW1663  MODELED GRAV-     980,148.4   (mgal)                       NAVD 88
 KW1663
 KW1663  VERT ORDER  -  SECOND    CLASS 0
 KW1663
 KW1663.The horizontal coordinates were scaled from a topographic map and have
 KW1663.an estimated accuracy of +/- 6 seconds.
 KW1663
 KW1663.The orthometric height was determined by differential leveling
 KW1663.and adjusted by the National Geodetic Survey in June 1991..
 KW1663
 KW1663.The geoid height was determined by GEOID03.
 KW1663
 KW1663.The dynamic height is computed by dividing the NAVD 88
 KW1663.geopotential number by the normal gravity value computed on the
 KW1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1663.degrees latitude (g = 980.6199 gals.).
 KW1663
 KW1663.The modeled gravity was interpolated from observed gravity values.
 KW1663
 KW1663;                    North         East    Units  Estimated Accuracy
 KW1663;SPC PA S     -   157,260.      645,560.      MT  (+/- 180 meters Scaled)
 KW1663
 KW1663                          SUPERSEDED SURVEY CONTROL
 KW1663
 KW1663  NGVD 29 (??/??/??)  180.163  (m)          591.08   (f) ADJUSTED    2 0
 KW1663
 KW1663.Superseded values are not recommended for survey control.
 KW1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1663.See file dsdata.txt to determine how the superseded data were derived.
 KW1663
 KW1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL133131(NAD 83)
 KW1663_MARKER: DD = SURVEY DISK
 KW1663_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1663_SP_SET: ABUTMENT
 KW1663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1663
 KW1663  HISTORY     - Date     Condition        Report By
 KW1663  HISTORY     - UNK      MONUMENTED       PADH
 KW1663  HISTORY     - 1934     GOOD             CGS
 KW1663  HISTORY     - 1944     GOOD             CGS
 KW1663  HISTORY     - 1966     GOOD             USGS
 KW1663
 KW1663                          STATION DESCRIPTION
 KW1663
 KW1663'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1663'AT BEAVER SPRINGS.
 KW1663'AT BEAVER SPRINGS, ALONG U.S. HIGHWAY 522, AT STATION 417.08,
 KW1663'AT BRIDGE 417.46, IN THE TOP OF THE NORTH END OF THE EAST
 KW1663'ABUTMENT, 14 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND
 KW1663'1 FOOT HIGHER THAN THE HIGHWAY.
 KW1663
 KW1663                          STATION RECOVERY (1944)
 KW1663
 KW1663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 KW1663'RECOVERED IN GOOD CONDITION.
 KW1663
 KW1663                          STATION RECOVERY (1966)
 KW1663
 KW1663'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KW1663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1721 ***********************************************************************
 KW1721  DESIGNATION -  BM 440 PADH
 KW1721  PID         -  KW1721
 KW1721  STATE/COUNTY-  PA/JUNIATA
 KW1721  USGS QUAD   -  MIFFLINTOWN (1978)
 KW1721
 KW1721                         *CURRENT SURVEY CONTROL
 KW1721  ___________________________________________________________________
 KW1721* NAD 83(1986)-  40 34 10.     (N)    077 24 04.     (W)     SCALED    
 KW1721* NAVD 88     -       133.960  (meters)     439.50   (feet)  ADJUSTED  
 KW1721  ___________________________________________________________________
 KW1721  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KW1721  DYNAMIC HT  -         133.897 (meters)     439.29  (feet)  COMP
 KW1721  MODELED GRAV-     980,154.3   (mgal)                       NAVD 88
 KW1721
 KW1721  VERT ORDER  -  FIRST     CLASS I
 KW1721
 KW1721.The horizontal coordinates were scaled from a topographic map and have
 KW1721.an estimated accuracy of +/- 6 seconds.
 KW1721
 KW1721.The orthometric height was determined by differential leveling
 KW1721.and adjusted by the National Geodetic Survey in June 1991..
 KW1721
 KW1721.The geoid height was determined by GEOID03.
 KW1721
 KW1721.The dynamic height is computed by dividing the NAVD 88
 KW1721.geopotential number by the normal gravity value computed on the
 KW1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1721.degrees latitude (g = 980.6199 gals.).
 KW1721
 KW1721.The modeled gravity was interpolated from observed gravity values.
 KW1721
 KW1721;                    North         East    Units  Estimated Accuracy
 KW1721;SPC PA S     -   137,310.      629,540.      MT  (+/- 180 meters Scaled)
 KW1721
 KW1721                          SUPERSEDED SURVEY CONTROL
 KW1721
 KW1721  NGVD 29 (??/??/??)  134.171  (m)          440.19   (f) ADJUSTED    1 1
 KW1721
 KW1721.Superseded values are not recommended for survey control.
 KW1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1721.See file dsdata.txt to determine how the superseded data were derived.
 KW1721
 KW1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK967937(NAD 83)
 KW1721_MARKER: DD = SURVEY DISK
 KW1721_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1721_SP_SET: ABUTMENT
 KW1721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1721
 KW1721  HISTORY     - Date     Condition        Report By
 KW1721  HISTORY     - UNK      MONUMENTED       PADH
 KW1721  HISTORY     - 1966     GOOD             CGS
 KW1721
 KW1721                          STATION DESCRIPTION
 KW1721
 KW1721'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1721'0.2 MI E FROM MIFFLIN.
 KW1721'0.2 MILE EAST ALONG MAIN STREET AND STATE HIGHWAY 35 FROM THE
 KW1721'PENNSYLVANIA RAILROAD STATION AT MIFFLIN, SET IN THE TOP OF THE
 KW1721'SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE STATE HIGHWAY 35
 KW1721'BRIDGE OVER THE JUNIATA RIVER, 12 FEET SOUTH OF THE CENTER LINE
 KW1721'OF THE HIGHWAY, AND 5 FEET WEST OF THE WEST END OF THE SOUTH
 KW1721'METAL GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0836 ***********************************************************************
 MA0836  DESIGNATION -  BM 46
 MA0836  PID         -  MA0836
 MA0836  STATE/COUNTY-  PA/WARREN
 MA0836  USGS QUAD   -  YOUNGSVILLE (1981)
 MA0836
 MA0836                         *CURRENT SURVEY CONTROL
 MA0836  ___________________________________________________________________
 MA0836* NAD 83(1986)-  41 50 18.     (N)    079 21 40.     (W)     SCALED    
 MA0836* NAVD 88     -       375.010  (meters)    1230.35   (feet)  ADJUSTED  
 MA0836  ___________________________________________________________________
 MA0836  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MA0836  DYNAMIC HT  -         374.857 (meters)    1229.84  (feet)  COMP
 MA0836  MODELED GRAV-     980,204.6   (mgal)                       NAVD 88
 MA0836
 MA0836  VERT ORDER  -  FIRST     CLASS II
 MA0836
 MA0836.The horizontal coordinates were scaled from a topographic map and have
 MA0836.an estimated accuracy of +/- 6 seconds.
 MA0836
 MA0836.The orthometric height was determined by differential leveling
 MA0836.and adjusted by the National Geodetic Survey in June 1991..
 MA0836
 MA0836.The geoid height was determined by GEOID03.
 MA0836
 MA0836.The dynamic height is computed by dividing the NAVD 88
 MA0836.geopotential number by the normal gravity value computed on the
 MA0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0836.degrees latitude (g = 980.6199 gals.).
 MA0836
 MA0836.The modeled gravity was interpolated from observed gravity values.
 MA0836
 MA0836;                    North         East    Units  Estimated Accuracy
 MA0836;SPC PA N     -   186,890.      466,190.      MT  (+/- 180 meters Scaled)
 MA0836
 MA0836                          SUPERSEDED SURVEY CONTROL
 MA0836
 MA0836  NGVD 29 (??/??/92)  375.17   (m)         1230.9    (f) COMPUTED    1 2
 MA0836
 MA0836.Superseded values are not recommended for survey control.
 MA0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0836.See file dsdata.txt to determine how the superseded data were derived.
 MA0836
 MA0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG360331(NAD 83)
 MA0836_MARKER: B = BOLT
 MA0836_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0836_SP_SET: BRIDGE SEAT
 MA0836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0836_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MA0836+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2004
 MA0836
 MA0836  HISTORY     - Date     Condition        Report By
 MA0836  HISTORY     - UNK      MONUMENTED       PRR
 MA0836  HISTORY     - 1967     GOOD             NGS
 MA0836  HISTORY     - 20010520 GOOD             USPSQD
 MA0836  HISTORY     - 20040513 GOOD             DLB
 MA0836
 MA0836                          STATION DESCRIPTION
 MA0836
 MA0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0836'2.4 MI W FROM YOUNGSVILLE.
 MA0836'ABOUT 2.4 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA0836'STATION AT YOUNGSVILLE, WARREN COUNTY, ABOUT 0.2 MILE WEST OF
 MA0836'MILEPOST 55, AT BRIDGE 54.86, IN THE SOUTH CORNER OF THE WEST
 MA0836'BRIDGE SEAT, 4.1 FEET NORTH OF THE SOUTH END, 0.7 FOOT WEST OF
 MA0836'THE EAST EDGE, 21 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, AND
 MA0836'NEAR THE LETTERS B.M. 46.  A COPPER BOLT.
 MA0836
 MA0836                          STATION RECOVERY (2001)
 MA0836
 MA0836'RECOVERY NOTE BY US POWER SQUADRON 2001 (JS)
 MA0836'RECOVERED IN GOOD CONDITION.
 MA0836
 MA0836                          STATION RECOVERY (2004)
 MA0836
 MA0836'RECOVERY NOTE BY DANIEL L. BARRY LAND SURVEYORS LLC 2004 (DLB)
 MA0836'FOUND AT 41-50-18.8, 79-21-39.6 WITH HAND HELD GPS
 MA0836'POINT IS NOT SUITABLE FOR GPS OBSERVATIONS DUE TO SMALL TREES AND
 MA0836'BRUSH IN THE SOUTHEAST QUADRANT. IT IS ALSO ON A CONCRETE WALL NOT
 MA0836'WIDE ENOUGH FOR A TRIPOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1426 ***********************************************************************
 MA1426  DESIGNATION -  BM 5
 MA1426  PID         -  MA1426
 MA1426  STATE/COUNTY-  PA/VENANGO
 MA1426  USGS QUAD   -  CRANBERRY (1977)
 MA1426
 MA1426                         *CURRENT SURVEY CONTROL
 MA1426  ___________________________________________________________________
 MA1426* NAD 83(1986)-  41 18 58.     (N)    079 43 19.     (W)     SCALED    
 MA1426* NAVD 88     -       333.469  (meters)    1094.06   (feet)  ADJUSTED  
 MA1426  ___________________________________________________________________
 MA1426  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 MA1426  DYNAMIC HT  -         333.312 (meters)    1093.54  (feet)  COMP
 MA1426  MODELED GRAV-     980,146.7   (mgal)                       NAVD 88
 MA1426
 MA1426  VERT ORDER  -  SECOND    CLASS 0
 MA1426
 MA1426.The horizontal coordinates were scaled from a topographic map and have
 MA1426.an estimated accuracy of +/- 6 seconds.
 MA1426
 MA1426.The orthometric height was determined by differential leveling
 MA1426.and adjusted by the National Geodetic Survey in June 1991..
 MA1426
 MA1426.The geoid height was determined by GEOID03.
 MA1426
 MA1426.The dynamic height is computed by dividing the NAVD 88
 MA1426.geopotential number by the normal gravity value computed on the
 MA1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1426.degrees latitude (g = 980.6199 gals.).
 MA1426
 MA1426.The modeled gravity was interpolated from observed gravity values.
 MA1426
 MA1426;                    North         East    Units  Estimated Accuracy
 MA1426;SPC PA N     -   129,530.      434,910.      MT  (+/- 180 meters Scaled)
 MA1426
 MA1426                          SUPERSEDED SURVEY CONTROL
 MA1426
 MA1426  NGVD 29 (??/??/92)  333.637  (m)         1094.61   (f) ADJ UNCH    2 0
 MA1426
 MA1426.Superseded values are not recommended for survey control.
 MA1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1426.See file dsdata.txt to determine how the superseded data were derived.
 MA1426
 MA1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF069746(NAD 83)
 MA1426_MARKER: Z = SEE DESCRIPTION
 MA1426_SETTING: 66 = SET IN ROCK OUTCROP
 MA1426_SP_SET: ROCK LEDGE
 MA1426_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA1426+STABILITY: POSITION/ELEVATION WELL
 MA1426
 MA1426  HISTORY     - Date     Condition        Report By
 MA1426  HISTORY     - UNK      MONUMENTED       PADH
 MA1426  HISTORY     - 1935     GOOD             NGS
 MA1426
 MA1426                          STATION DESCRIPTION
 MA1426
 MA1426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1426'0.9 MI SE FROM CARL.
 MA1426'ABOUT 0.9 MILE SOUTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 MA1426'FROM THE STATION AT CARL, VENANGO COUNTY, AT THE EMLENTON STATION,
 MA1426'ABOUT 200 FEET EAST OF MILEPOST A 87, 25 FEET EAST OF A NEW
 MA1426'TRIPLE 50-FOOT SPAN CONCRETE HIGHWAY BRIDGE, 21 FEET SOUTH OF
 MA1426'THE CENTER LINE OF THE TRACK, ON A ROCK LEDGE PAINTED B.M.
 MA1426'5 1097.61, AND ABOUT 3 FEET HIGHER THAN THE TRACK.  THE HIGH
 MA1426'POINT OF THE LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1471 ***********************************************************************
 LZ1471  DESIGNATION -  BM 600+75
 LZ1471  PID         -  LZ1471
 LZ1471  STATE/COUNTY-  PA/TIOGA
 LZ1471  USGS QUAD   -  POTTER BROOK (1983)
 LZ1471
 LZ1471                         *CURRENT SURVEY CONTROL
 LZ1471  ___________________________________________________________________
 LZ1471* NAD 83(1986)-  41 53 23.     (N)    077 31 46.     (W)     SCALED    
 LZ1471* NAVD 88     -       461.002  (meters)    1512.47   (feet)  ADJUSTED  
 LZ1471  ___________________________________________________________________
 LZ1471  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 LZ1471  DYNAMIC HT  -         460.813 (meters)    1511.85  (feet)  COMP
 LZ1471  MODELED GRAV-     980,197.0   (mgal)                       NAVD 88
 LZ1471
 LZ1471  VERT ORDER  -  SECOND    CLASS 0
 LZ1471
 LZ1471.The horizontal coordinates were scaled from a topographic map and have
 LZ1471.an estimated accuracy of +/- 6 seconds.
 LZ1471
 LZ1471.The orthometric height was determined by differential leveling
 LZ1471.and adjusted by the National Geodetic Survey in June 1991..
 LZ1471
 LZ1471.The geoid height was determined by GEOID03.
 LZ1471
 LZ1471.The dynamic height is computed by dividing the NAVD 88
 LZ1471.geopotential number by the normal gravity value computed on the
 LZ1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1471.degrees latitude (g = 980.6199 gals.).
 LZ1471
 LZ1471.The modeled gravity was interpolated from observed gravity values.
 LZ1471
 LZ1471;                    North         East    Units  Estimated Accuracy
 LZ1471;SPC PA N     -   191,380.      618,310.      MT  (+/- 180 meters Scaled)
 LZ1471
 LZ1471                          SUPERSEDED SURVEY CONTROL
 LZ1471
 LZ1471  NGVD 29 (??/??/92)  461.13   (m)         1512.9    (f) COMPUTED    2 0
 LZ1471
 LZ1471.Superseded values are not recommended for survey control.
 LZ1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1471.See file dsdata.txt to determine how the superseded data were derived.
 LZ1471
 LZ1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM901406(NAD 83)
 LZ1471_MARKER: Z = SEE DESCRIPTION
 LZ1471_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1471_SP_SET: BRIDGE
 LZ1471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1471
 LZ1471  HISTORY     - Date     Condition        Report By
 LZ1471  HISTORY     - UNK      MONUMENTED       PADH
 LZ1471  HISTORY     - 1934     GOOD             NGS
 LZ1471
 LZ1471                          STATION DESCRIPTION
 LZ1471
 LZ1471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1471'2.1 MI S FROM WESTFIELD.
 LZ1471'2.1 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD AND STATE
 LZ1471'HIGHWAY 349 FROM WESTFIELD, 2,000 FEET SOUTH OF MILEPOST 160,
 LZ1471'AT HIGHWAY STATION 600+75, AT 20-SPAN CONCRETE HIGHWAY BRIDGE
 LZ1471'600+75, IN THE SOUTHEAST WING WALL, 175 FEET WEST OF THE WEST
 LZ1471'RAIL, 18 FEET EAST OF THE CENTER LINE OF THE FINISHED GRADE, AND
 LZ1471'LEVEL WITH THE CENTER LINE OF THE HIGHWAY.  NOTE-- PREVIOUSLY
 LZ1471'DESIGNATED BM (PDH).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1503 ***********************************************************************
 MA1503  DESIGNATION -  BM 64
 MA1503  PID         -  MA1503
 MA1503  STATE/COUNTY-  PA/WARREN
 MA1503  USGS QUAD   -  COLUMBUS (1990)
 MA1503
 MA1503                         *CURRENT SURVEY CONTROL
 MA1503  ___________________________________________________________________
 MA1503* NAD 83(1986)-  41 54 57.     (N)    079 36 38.     (W)     SCALED    
 MA1503* NAVD 88     -       425.717  (meters)    1396.71   (feet)  ADJUSTED  
 MA1503  ___________________________________________________________________
 MA1503  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 MA1503  DYNAMIC HT  -         425.542 (meters)    1396.13  (feet)  COMP
 MA1503  MODELED GRAV-     980,197.2   (mgal)                       NAVD 88
 MA1503
 MA1503  VERT ORDER  -  FIRST     CLASS II
 MA1503
 MA1503.The horizontal coordinates were scaled from a topographic map and have
 MA1503.an estimated accuracy of +/- 6 seconds.
 MA1503
 MA1503.The orthometric height was determined by differential leveling
 MA1503.and adjusted by the National Geodetic Survey in June 1991..
 MA1503
 MA1503.The geoid height was determined by GEOID03.
 MA1503
 MA1503.The dynamic height is computed by dividing the NAVD 88
 MA1503.geopotential number by the normal gravity value computed on the
 MA1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1503.degrees latitude (g = 980.6199 gals.).
 MA1503
 MA1503.The modeled gravity was interpolated from observed gravity values.
 MA1503
 MA1503;                    North         East    Units  Estimated Accuracy
 MA1503;SPC PA N     -   195,910.      445,660.      MT  (+/- 180 meters Scaled)
 MA1503
 MA1503                          SUPERSEDED SURVEY CONTROL
 MA1503
 MA1503  NGVD 29 (??/??/92)  425.870  (m)         1397.21   (f) ADJ UNCH    1 2
 MA1503
 MA1503.Superseded values are not recommended for survey control.
 MA1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1503.See file dsdata.txt to determine how the superseded data were derived.
 MA1503
 MA1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG152413(NAD 83)
 MA1503_MARKER: B = BOLT
 MA1503_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1503_SP_SET: ABUTMENT
 MA1503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1503
 MA1503  HISTORY     - Date     Condition        Report By
 MA1503  HISTORY     - UNK      MONUMENTED       PRR
 MA1503  HISTORY     - 1967     GOOD             NGS
 MA1503
 MA1503                          STATION DESCRIPTION
 MA1503
 MA1503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1503'1.6 MI SE FROM CORRY.
 MA1503'IN WARREN COUNTY, ABOUT 1.6 MILES SOUTHEAST ALONG THE
 MA1503'PENNSYLVANIA RAILROAD FROM THE STATION AT CORRY, ERIE COUNTY,
 MA1503'ABOUT 0.3 MILE WEST OF COLZA, ABOUT 190 FEET EAST OF THE
 MA1503'WARREN-ERIE COUNTY LINE, AT HOWARD TANNERIES, AT 14-FOOT CONCRETE
 MA1503'SLAB BRIDGE 38.65, IN THE SOUTH SIDE OF THE EAST ABUTMENT, 18
 MA1503'FEET SOUTH OF THE SOUTH RAIL, 3 FEET LOWER THAN THE TOP OF THE
 MA1503'RAIL, AND NEAR THE CHISELED LETTERS B.M.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0311 ***********************************************************************
 KY0311  DESIGNATION -  BM 7/24
 KY0311  PID         -  KY0311
 KY0311  STATE/COUNTY-  PA/ALLEGHENY
 KY0311  USGS QUAD   -  BRIDGEVILLE (1979)
 KY0311
 KY0311                         *CURRENT SURVEY CONTROL
 KY0311  ___________________________________________________________________
 KY0311* NAD 83(1986)-  40 19 26.     (N)    080 06 37.     (W)     SCALED    
 KY0311* NAVD 88     -       260.978  (meters)     856.23   (feet)  ADJUSTED  
 KY0311  ___________________________________________________________________
 KY0311  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 KY0311  DYNAMIC HT  -         260.838 (meters)     855.77  (feet)  COMP
 KY0311  MODELED GRAV-     980,080.4   (mgal)                       NAVD 88
 KY0311
 KY0311  VERT ORDER  -  SECOND    CLASS 0
 KY0311
 KY0311.The horizontal coordinates were scaled from a topographic map and have
 KY0311.an estimated accuracy of +/- 6 seconds.
 KY0311
 KY0311.The orthometric height was determined by differential leveling
 KY0311.and adjusted by the National Geodetic Survey in June 1991..
 KY0311
 KY0311.The geoid height was determined by GEOID03.
 KY0311
 KY0311.The dynamic height is computed by dividing the NAVD 88
 KY0311.geopotential number by the normal gravity value computed on the
 KY0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0311.degrees latitude (g = 980.6199 gals.).
 KY0311
 KY0311.The modeled gravity was interpolated from observed gravity values.
 KY0311
 KY0311;                    North         East    Units  Estimated Accuracy
 KY0311;SPC PA S     -   112,670.      399,430.      MT  (+/- 180 meters Scaled)
 KY0311
 KY0311                          SUPERSEDED SURVEY CONTROL
 KY0311
 KY0311  NGVD 29 (??/??/92)  261.127  (m)          856.71   (f) ADJ UNCH    2 0
 KY0311
 KY0311.Superseded values are not recommended for survey control.
 KY0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0311.See file dsdata.txt to determine how the superseded data were derived.
 KY0311
 KY0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE755640(NAD 83)
 KY0311_MARKER: DD = SURVEY DISK
 KY0311_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0311_SP_SET: BRIDGE
 KY0311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0311
 KY0311  HISTORY     - Date     Condition        Report By
 KY0311  HISTORY     - UNK      MONUMENTED       USGS
 KY0311  HISTORY     - 1935     GOOD             NGS
 KY0311
 KY0311                          STATION DESCRIPTION
 KY0311
 KY0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KY0311'0.6 MI S FROM MAYVIEW.
 KY0311'0.6 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY0311'AT MAYVIEW, AT BRIDGE 7/24, IN THE TOP OF THE NORTHEAST CORNER,
 KY0311'AND 12 FEET WEST OF THE WEST RAIL.  A UNITED STATES GEOLOGICAL
 KY0311'SURVEY STANDARD DISK.  NOTE-- PREVIOUSLY DESIGNATED BM (USGS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0477 ***********************************************************************
 LZ0477  DESIGNATION -  BM 923
 LZ0477  PID         -  LZ0477
 LZ0477  STATE/COUNTY-  PA/SULLIVAN
 LZ0477  USGS QUAD   -  HILLSGROVE (1995)
 LZ0477
 LZ0477                         *CURRENT SURVEY CONTROL
 LZ0477  ___________________________________________________________________
 LZ0477* NAD 83(1986)-  41 27 50.     (N)    076 39 41.     (W)     SCALED    
 LZ0477* NAVD 88     -       281.19   (+/-2cm)     922.5    (feet)  VERTCON   
 LZ0477  ___________________________________________________________________
 LZ0477  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 LZ0477
 LZ0477  VERT ORDER  -  ? (See Below)
 LZ0477
 LZ0477.The horizontal coordinates were scaled from a topographic map and have
 LZ0477.an estimated accuracy of +/- 6 seconds.
 LZ0477
 LZ0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ0477.The vertical order pertains to the NGVD 29 superseded value.
 LZ0477
 LZ0477.The geoid height was determined by GEOID03.
 LZ0477
 LZ0477;                    North         East    Units  Estimated Accuracy
 LZ0477;SPC PA N     -   144,630.      690,940.      MT  (+/- 180 meters Scaled)
 LZ0477
 LZ0477                          SUPERSEDED SURVEY CONTROL
 LZ0477
 LZ0477  NGVD 29 (??/??/92)  281.363  (m)          923.11   (f) ADJ UNCH    ?  
 LZ0477
 LZ0477.Superseded values are not recommended for survey control.
 LZ0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0477.See file dsdata.txt to determine how the superseded data were derived.
 LZ0477
 LZ0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL612915(NAD 83)
 LZ0477_MARKER: N = NAIL
 LZ0477_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0477_SP_SET: WHITE PINE TREE
 LZ0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0477
 LZ0477  HISTORY     - Date     Condition        Report By
 LZ0477  HISTORY     - UNK      MONUMENTED       RBNF
 LZ0477  HISTORY     - 1935     GOOD             NGS
 LZ0477
 LZ0477                          STATION DESCRIPTION
 LZ0477
 LZ0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ0477'4.8 MI SW FROM FORKSVILLE.
 LZ0477'4.8 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM FORKSVILLE,
 LZ0477'SULLIVAN COUNTY, 85 FEET NORTHEAST OF STATION 1+99, AND AT THE
 LZ0477'BASE OF A 24-INCH WHITE PINE TREE PAINTED BM.  A NAIL AND
 LZ0477'WASHER.  NOTE-- THE ORIGIN OF THIS BENCH MARK IS UNK    .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0474 ***********************************************************************
 LZ0474  DESIGNATION -  BM 93
 LZ0474  PID         -  LZ0474
 LZ0474  STATE/COUNTY-  PA/SULLIVAN
 LZ0474  USGS QUAD   -  HILLSGROVE (1995)
 LZ0474
 LZ0474                         *CURRENT SURVEY CONTROL
 LZ0474  ___________________________________________________________________
 LZ0474* NAD 83(1986)-  41 29 10.     (N)    076 37 47.     (W)     SCALED    
 LZ0474* NAVD 88     -       292.20   (+/-2cm)     958.7    (feet)  VERTCON   
 LZ0474  ___________________________________________________________________
 LZ0474  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 LZ0474
 LZ0474  VERT ORDER  -  ? (See Below)
 LZ0474
 LZ0474.The horizontal coordinates were scaled from a topographic map and have
 LZ0474.an estimated accuracy of +/- 6 seconds.
 LZ0474
 LZ0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ0474.The vertical order pertains to the NGVD 29 superseded value.
 LZ0474
 LZ0474.The geoid height was determined by GEOID03.
 LZ0474
 LZ0474;                    North         East    Units  Estimated Accuracy
 LZ0474;SPC PA N     -   147,140.      693,550.      MT  (+/- 180 meters Scaled)
 LZ0474
 LZ0474                          SUPERSEDED SURVEY CONTROL
 LZ0474
 LZ0474  NGVD 29 (??/??/92)  292.376  (m)          959.24   (f) ADJ UNCH    ?  
 LZ0474
 LZ0474.Superseded values are not recommended for survey control.
 LZ0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0474.See file dsdata.txt to determine how the superseded data were derived.
 LZ0474
 LZ0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL639940(NAD 83)
 LZ0474_MARKER: N = NAIL
 LZ0474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0474_SP_SET: WHITE PINE TREE
 LZ0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0474
 LZ0474  HISTORY     - Date     Condition        Report By
 LZ0474  HISTORY     - UNK      MONUMENTED       RBNF
 LZ0474  HISTORY     - 1935     GOOD             NGS
 LZ0474
 LZ0474                          STATION DESCRIPTION
 LZ0474
 LZ0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ0474'1.9 MI SW FROM FORKSVILLE.
 LZ0474'1.9 MILES SOUTHWEST ALONG STATE HIGHWAY 87 FROM FORKSVILLE,
 LZ0474'SULLIVAN COUNTY, 825 FEET SOUTH OF STATION 3+59, 200 FEET NORTH
 LZ0474'OF STATION 3+49, AND AT THE BASE OF A 30-INCH WHITE PINE TREE
 LZ0474'PAINTED BM 93.  A COPPER NAIL AND WASHER.  NOTE-- THE ORIGIN OF
 LZ0474'THIS BENCH MARK IS INKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0319 ***********************************************************************
 KY0319  DESIGNATION -  BM ABUTMENT
 KY0319  PID         -  KY0319
 KY0319  STATE/COUNTY-  PA/WASHINGTON
 KY0319  USGS QUAD   -  CANONSBURG (1979)
 KY0319
 KY0319                         *CURRENT SURVEY CONTROL
 KY0319  ___________________________________________________________________
 KY0319* NAD 83(1986)-  40 15 28.     (N)    080 11 10.     (W)     SCALED    
 KY0319* NAVD 88     -       284.882  (meters)     934.65   (feet)  ADJUSTED  
 KY0319  ___________________________________________________________________
 KY0319  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KY0319  DYNAMIC HT  -         284.725 (meters)     934.14  (feet)  COMP
 KY0319  MODELED GRAV-     980,068.0   (mgal)                       NAVD 88
 KY0319
 KY0319  VERT ORDER  -  SECOND    CLASS 0
 KY0319
 KY0319.The horizontal coordinates were scaled from a topographic map and have
 KY0319.an estimated accuracy of +/- 6 seconds.
 KY0319
 KY0319.The orthometric height was determined by differential leveling
 KY0319.and adjusted by the National Geodetic Survey in June 1991..
 KY0319
 KY0319.The geoid height was determined by GEOID03.
 KY0319
 KY0319.The dynamic height is computed by dividing the NAVD 88
 KY0319.geopotential number by the normal gravity value computed on the
 KY0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0319.degrees latitude (g = 980.6199 gals.).
 KY0319
 KY0319.The modeled gravity was interpolated from observed gravity values.
 KY0319
 KY0319;                    North         East    Units  Estimated Accuracy
 KY0319;SPC PA S     -   105,500.      392,790.      MT  (+/- 180 meters Scaled)
 KY0319
 KY0319                          SUPERSEDED SURVEY CONTROL
 KY0319
 KY0319  NGVD 29 (??/??/92)  285.02   (m)          935.1    (f) COMPUTED    2 0
 KY0319
 KY0319.Superseded values are not recommended for survey control.
 KY0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0319.See file dsdata.txt to determine how the superseded data were derived.
 KY0319
 KY0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE692566(NAD 83)
 KY0319_MARKER: DD = SURVEY DISK
 KY0319_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0319_SP_SET: ABUTMENT
 KY0319_STAMPING: PHD
 KY0319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0319
 KY0319  HISTORY     - Date     Condition        Report By
 KY0319  HISTORY     - UNK      MONUMENTED       PADT
 KY0319  HISTORY     - 1952     GOOD             NGS
 KY0319
 KY0319                          STATION DESCRIPTION
 KY0319
 KY0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KY0319'AT CANONSBURG.
 KY0319'AT CANONSBURG, ON THE PENNSYLVANIA RAILROAD, AT A BRIDGE ON
 KY0319'CENTRAL AVENUE, IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE
 KY0319'ABUTMENT, AND 33 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A
 KY0319'PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD DISK, STAMPED
 KY0319'PHD.  NOTE-- PREVIOUSLY DESIGNATED BM (PDH).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0069 ***********************************************************************
 JV0069  DESIGNATION -  BM BOLT PWPCO
 JV0069  PID         -  JV0069
 JV0069  STATE/COUNTY-  PA/LANCASTER
 JV0069  USGS QUAD   -  HOLTWOOD (1990)
 JV0069
 JV0069                         *CURRENT SURVEY CONTROL
 JV0069  ___________________________________________________________________
 JV0069* NAD 83(1986)-  39 49 39.     (N)    076 19 55.     (W)     SCALED    
 JV0069* NAVD 88     -        56.345  (meters)     184.86   (feet)  ADJUSTED  
 JV0069  ___________________________________________________________________
 JV0069  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JV0069  DYNAMIC HT  -          56.317 (meters)     184.77  (feet)  COMP
 JV0069  MODELED GRAV-     980,122.5   (mgal)                       NAVD 88
 JV0069
 JV0069  VERT ORDER  -  SECOND    CLASS 0
 JV0069
 JV0069.The horizontal coordinates were scaled from a topographic map and have
 JV0069.an estimated accuracy of +/- 6 seconds.
 JV0069
 JV0069.The orthometric height was determined by differential leveling
 JV0069.and adjusted by the National Geodetic Survey in June 1991..
 JV0069
 JV0069.The geoid height was determined by GEOID03.
 JV0069
 JV0069.The dynamic height is computed by dividing the NAVD 88
 JV0069.geopotential number by the normal gravity value computed on the
 JV0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0069.degrees latitude (g = 980.6199 gals.).
 JV0069
 JV0069.The modeled gravity was interpolated from observed gravity values.
 JV0069
 JV0069;                    North         East    Units  Estimated Accuracy
 JV0069;SPC PA S     -    55,850.      721,390.      MT  (+/- 180 meters Scaled)
 JV0069
 JV0069                          SUPERSEDED SURVEY CONTROL
 JV0069
 JV0069  NGVD 29 (??/??/??)   56.596  (m)          185.68   (f) ADJUSTED    2 0
 JV0069
 JV0069.Superseded values are not recommended for survey control.
 JV0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0069.See file dsdata.txt to determine how the superseded data were derived.
 JV0069
 JV0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK860094(NAD 83)
 JV0069_MARKER: B = BOLT
 JV0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV0069_SP_SET: WALK
 JV0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV0069
 JV0069  HISTORY     - Date     Condition        Report By
 JV0069  HISTORY     - UNK      MONUMENTED       PWPCO
 JV0069  HISTORY     - 1955     MARK NOT FOUND   CGS
 JV0069
 JV0069                          STATION DESCRIPTION
 JV0069
 JV0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JV0069'AT HOLTWOOD.
 JV0069'AT HOLTWOOD, 10 FEET NORTH OF RIGHT ANGLE IN WALK LEADING TO
 JV0069'HYDRO-ELECTRIC HOUSE, NEAR OBTUSE ANGLE IN FOREBAY WALL, IN
 JV0069'SOLID CONCRETE OF WALK, BRASS BOLT WITH CROSS ON TOP.  SURVEYOR
 JV0069'OF THE POWER COMPANY CONTACTED BUT WAS UNABLE TO GET ANY
 JV0069'INFORMATION ON MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1591 ***********************************************************************
 KW1591  DESIGNATION -  BM BRIDGE 1+83
 KW1591  PID         -  KW1591
 KW1591  STATE/COUNTY-  PA/UNION
 KW1591  USGS QUAD   -  LEWISBURG (1994)
 KW1591
 KW1591                         *CURRENT SURVEY CONTROL
 KW1591  ___________________________________________________________________
 KW1591* NAD 83(1986)-  40 58 03.     (N)    076 52 54.     (W)     SCALED    
 KW1591* NAVD 88     -       139.53   (+/-2cm)     457.8    (feet)  VERTCON   
 KW1591  ___________________________________________________________________
 KW1591  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KW1591
 KW1591  VERT ORDER  -  ? (See Below)
 KW1591
 KW1591.The horizontal coordinates were scaled from a topographic map and have
 KW1591.an estimated accuracy of +/- 6 seconds.
 KW1591
 KW1591.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW1591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW1591.The vertical order pertains to the NGVD 29 superseded value.
 KW1591
 KW1591.The geoid height was determined by GEOID03.
 KW1591
 KW1591;                    North         East    Units  Estimated Accuracy
 KW1591;SPC PA N     -    89,300.      673,090.      MT  (+/- 180 meters Scaled)
 KW1591
 KW1591                          SUPERSEDED SURVEY CONTROL
 KW1591
 KW1591  NGVD 29 (??/??/??)  139.763  (m)          458.54   (f) ADJUSTED    ?  
 KW1591
 KW1591.Superseded values are not recommended for survey control.
 KW1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1591.See file dsdata.txt to determine how the superseded data were derived.
 KW1591
 KW1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL416368(NAD 83)
 KW1591_MARKER: Q = CHISELED SQUARE
 KW1591_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1591_SP_SET: BRIDGE
 KW1591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1591
 KW1591  HISTORY     - Date     Condition        Report By
 KW1591  HISTORY     - UNK      MONUMENTED       CGS
 KW1591  HISTORY     - 1934     GOOD             CGS
 KW1591
 KW1591                          STATION DESCRIPTION
 KW1591
 KW1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1591'AT LEWISBURG.
 KW1591'AT LEWISBURG, UNION COUNTY, ON THE PENNSYLVANIA RAILROAD, AT
 KW1591'BRIDGE 1+83, AND ON THE SOUTH END OF THE WEST ABUTMENT.  A
 KW1591'CHISELED SQUARE.  NOTE-- PREVIOUSLY DESIGNATED BM (USGS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1588 ***********************************************************************
 KW1588  DESIGNATION -  BM BRIDGE 2+92 USGS
 KW1588  PID         -  KW1588
 KW1588  STATE/COUNTY-  PA/UNION
 KW1588  USGS QUAD   -  LEWISBURG (1994)
 KW1588
 KW1588                         *CURRENT SURVEY CONTROL
 KW1588  ___________________________________________________________________
 KW1588* NAD 83(1986)-  40 57 28.     (N)    076 54 33.     (W)     SCALED    
 KW1588* NAVD 88     -       144.77   (+/-2cm)     475.0    (feet)  VERTCON   
 KW1588  ___________________________________________________________________
 KW1588  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 KW1588
 KW1588  VERT ORDER  -  ? (See Below)
 KW1588
 KW1588.The horizontal coordinates were scaled from a topographic map and have
 KW1588.an estimated accuracy of +/- 6 seconds.
 KW1588
 KW1588.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW1588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW1588.The vertical order pertains to the NGVD 29 superseded value.
 KW1588
 KW1588.The geoid height was determined by GEOID03.
 KW1588
 KW1588;                    North         East    Units  Estimated Accuracy
 KW1588;SPC PA N     -    88,200.      670,790.      MT  (+/- 180 meters Scaled)
 KW1588
 KW1588                          SUPERSEDED SURVEY CONTROL
 KW1588
 KW1588  NGVD 29 (??/??/??)  145.000  (m)          475.72   (f) ADJUSTED    ?  
 KW1588
 KW1588.Superseded values are not recommended for survey control.
 KW1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1588.See file dsdata.txt to determine how the superseded data were derived.
 KW1588
 KW1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL393358(NAD 83)
 KW1588_MARKER: Q = CHISELED SQUARE
 KW1588_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1588_SP_SET: BRIDGE
 KW1588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1588
 KW1588  HISTORY     - Date     Condition        Report By
 KW1588  HISTORY     - UNK      MONUMENTED       USGS
 KW1588  HISTORY     - 1934     GOOD             CGS
 KW1588
 KW1588                          STATION DESCRIPTION
 KW1588
 KW1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1588'AT BUCKNELL.
 KW1588'1.4 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM LEWISBURG,
 KW1588'UNION COUNTY, OPPOSITE THE FORMER STATION AT BUCKNELL, OPPOSITE
 KW1588'THE SOUTHWEST CORNER OF THE FAIR GROUNDS, AT CONCRETE BRIDGE
 KW1588'2+92, AND ON THE SOUTHEAST CORNER OF THE NORTH HEAD WALL.  A
 KW1588'CHISELED SQUARE.  NOTE-- PREVIOUSLY DESIGNATED BM (USGS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0302 ***********************************************************************
 KY0302  DESIGNATION -  BM CHARTIERS CREEK
 KY0302  PID         -  KY0302
 KY0302  STATE/COUNTY-  PA/ALLEGHENY
 KY0302  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0302
 KY0302                         *CURRENT SURVEY CONTROL
 KY0302  ___________________________________________________________________
 KY0302* NAD 83(1986)-  40 24 24.     (N)    080 05 15.     (W)     SCALED    
 KY0302* NAVD 88     -       235.476  (meters)     772.56   (feet)  ADJUSTED  
 KY0302  ___________________________________________________________________
 KY0302  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KY0302  DYNAMIC HT  -         235.353 (meters)     772.15  (feet)  COMP
 KY0302  MODELED GRAV-     980,100.1   (mgal)                       NAVD 88
 KY0302
 KY0302  VERT ORDER  -  SECOND    CLASS 0
 KY0302
 KY0302.The horizontal coordinates were scaled from a topographic map and have
 KY0302.an estimated accuracy of +/- 6 seconds.
 KY0302
 KY0302.The orthometric height was determined by differential leveling
 KY0302.and adjusted by the National Geodetic Survey in June 1991..
 KY0302
 KY0302.The geoid height was determined by GEOID03.
 KY0302
 KY0302.The dynamic height is computed by dividing the NAVD 88
 KY0302.geopotential number by the normal gravity value computed on the
 KY0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0302.degrees latitude (g = 980.6199 gals.).
 KY0302
 KY0302.The modeled gravity was interpolated from observed gravity values.
 KY0302
 KY0302;                    North         East    Units  Estimated Accuracy
 KY0302;SPC PA S     -   121,800.      401,610.      MT  (+/- 180 meters Scaled)
 KY0302
 KY0302                          SUPERSEDED SURVEY CONTROL
 KY0302
 KY0302  NGVD 29 (??/??/92)  235.63   (m)          773.1    (f) COMPUTED    2 0
 KY0302
 KY0302.Superseded values are not recommended for survey control.
 KY0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0302.See file dsdata.txt to determine how the superseded data were derived.
 KY0302
 KY0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE774732(NAD 83)
 KY0302_MARKER: DD = SURVEY DISK
 KY0302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0302_SP_SET: FOOTING
 KY0302_STAMPING: 773
 KY0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0302
 KY0302  HISTORY     - Date     Condition        Report By
 KY0302  HISTORY     - UNK      MONUMENTED       USGS
 KY0302  HISTORY     - 1960     GOOD             NGS
 KY0302  HISTORY     - 1960     GOOD             NGS
 KY0302
 KY0302                          STATION DESCRIPTION
 KY0302
 KY0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0302'AT CARNEGIE.
 KY0302'AT CARNEGIE, ALONG MAIN STREET, IN TOP OF THE NORTHEAST END
 KY0302'OF THE CONCRETE FOOTING FOR THE NORTHWEST CONCRETE BANISTER
 KY0302'OF MAIN STREET BRIDGE OVER CHARTIERS CREEK, 9 1/2 FEET NORTHWEST
 KY0302'OF THE NORTHWEST CURB OF MAIN STREET, 0.3 FOOT NORTHWEST OF
 KY0302'THE CONCRETE BANISTER, 0.6 FOOT WEST OF THE NORTHEAST END OF
 KY0302'BANISTER, 12 1/2 FEET SOUTHWEST OF THE SOUTHWEST OF THE MAIN
 KY0302'TRACK OF THE PITTSBURG, CHARTIERS AND YOUGHIOGHENY RAILWAY
 KY0302'TRACK, AND ABOUT LEVEL WITH THE SIDEWALK.  NOTE-- PREVIOUSLY
 KY0302'DESIGNATED BM (USGS)
 KY0302
 KY0302                          STATION RECOVERY (1960)
 KY0302
 KY0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KY0302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2762 ***********************************************************************
 KV2762  DESIGNATION -  BM CNJRR
 KV2762  PID         -  KV2762
 KV2762  STATE/COUNTY-  PA/CARBON
 KV2762  USGS QUAD   -  CHRISTMANS (1992)
 KV2762
 KV2762                         *CURRENT SURVEY CONTROL
 KV2762  ___________________________________________________________________
 KV2762* NAD 83(1986)-  40 56 41.     (N)    075 44 48.     (W)     SCALED    
 KV2762* NAVD 88     -       221.670  (meters)     727.26   (feet)  ADJUSTED  
 KV2762  ___________________________________________________________________
 KV2762  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KV2762  DYNAMIC HT  -         221.566 (meters)     726.92  (feet)  COMP
 KV2762  MODELED GRAV-     980,151.0   (mgal)                       NAVD 88
 KV2762
 KV2762  VERT ORDER  -  SECOND    CLASS 0
 KV2762
 KV2762.The horizontal coordinates were scaled from a topographic map and have
 KV2762.an estimated accuracy of +/- 6 seconds.
 KV2762
 KV2762.The orthometric height was determined by differential leveling
 KV2762.and adjusted by the National Geodetic Survey in June 1991..
 KV2762
 KV2762.The geoid height was determined by GEOID03.
 KV2762
 KV2762.The dynamic height is computed by dividing the NAVD 88
 KV2762.geopotential number by the normal gravity value computed on the
 KV2762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2762.degrees latitude (g = 980.6199 gals.).
 KV2762
 KV2762.The modeled gravity was interpolated from observed gravity values.
 KV2762
 KV2762;                    North         East    Units  Estimated Accuracy
 KV2762;SPC PA N     -    88,360.      768,680.      MT  (+/- 180 meters Scaled)
 KV2762
 KV2762                          SUPERSEDED SURVEY CONTROL
 KV2762
 KV2762  NGVD 29 (??/??/??)  221.877  (m)          727.94   (f) ADJUSTED    2 0
 KV2762
 KV2762.Superseded values are not recommended for survey control.
 KV2762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2762.See file dsdata.txt to determine how the superseded data were derived.
 KV2762
 KV2762_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL371328(NAD 83)
 KV2762_MARKER: B = BOLT
 KV2762_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2762_SP_SET: BRIDGE
 KV2762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2762
 KV2762  HISTORY     - Date     Condition        Report By
 KV2762  HISTORY     - 1934     MONUMENTED       CNJRR
 KV2762  HISTORY     - 1934     GOOD             CGS
 KV2762
 KV2762                          STATION DESCRIPTION
 KV2762
 KV2762'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV2762'AT PENN HAVEN JUNCTION.
 KV2762'AT PENN HAVEN JUNCTION, CARBON COUNTY, ON THE CENTRAL RAILROAD
 KV2762'OF NEW JERSEY, AT THE SOUTHWEST CORNER OF BRIDGE 126/24, IN THE
 KV2762'TOP OF THE RETAINING WALL, 22 FEET WEST OF THE CENTERLINE OF THE
 KV2762'SOUTH-BOUND TRACK, AND 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A
 KV2762'COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0062 ***********************************************************************
 JV0062  DESIGNATION -  BM NAIL PWPCO
 JV0062  PID         -  JV0062
 JV0062  STATE/COUNTY-  PA/LANCASTER
 JV0062  USGS QUAD   -  HOLTWOOD (1990)
 JV0062
 JV0062                         *CURRENT SURVEY CONTROL
 JV0062  ___________________________________________________________________
 JV0062* NAD 83(1986)-  39 48 31.     (N)    076 18 02.     (W)     SCALED    
 JV0062* NAVD 88     -        48.97   (+/-2cm)     160.7    (feet)  VERTCON   
 JV0062  ___________________________________________________________________
 JV0062  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 JV0062
 JV0062  VERT ORDER  -  ? (See Below)
 JV0062
 JV0062.The horizontal coordinates were scaled from a topographic map and have
 JV0062.an estimated accuracy of +/- 6 seconds.
 JV0062
 JV0062.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV0062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV0062.The vertical order pertains to the NGVD 29 superseded value.
 JV0062
 JV0062.The geoid height was determined by GEOID03.
 JV0062
 JV0062;                    North         East    Units  Estimated Accuracy
 JV0062;SPC PA S     -    53,790.      724,120.      MT  (+/- 180 meters Scaled)
 JV0062
 JV0062                          SUPERSEDED SURVEY CONTROL
 JV0062
 JV0062  NGVD 29 (??/??/??)   49.223  (m)          161.49   (f) ADJUSTED    ?  
 JV0062
 JV0062.Superseded values are not recommended for survey control.
 JV0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0062.See file dsdata.txt to determine how the superseded data were derived.
 JV0062
 JV0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK886073(NAD 83)
 JV0062_MARKER: N = NAIL
 JV0062_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JV0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV0062
 JV0062  HISTORY     - Date     Condition        Report By
 JV0062  HISTORY     - UNK      MONUMENTED       PWPCO
 JV0062  HISTORY     - 1955     MARK NOT FOUND   CGS
 JV0062
 JV0062                          STATION DESCRIPTION
 JV0062
 JV0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JV0062'NEAR MUD RUN.
 JV0062'ABOUT 1,000 FEET SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM
 JV0062'MUD RUN, LANCASTER COUNTY, OPPOSITE A STEEP ROCK BANK, WEST
 JV0062'OF THE TRACK, AND IN ROCK.  A LARGE COPPER NAIL AND WASHER.
 JV0062'THERE IS A LARGE PILE OF LOOSE ROCK ON WEST SIDE OF TRACK AT POINT
 JV0062'ABOUT 1000 FEET FROM BRIDGE AND MARK MAY BE COVERED OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0695 ***********************************************************************
 LZ0695  DESIGNATION -  BM OSC
 LZ0695  PID         -  LZ0695
 LZ0695  STATE/COUNTY-  PA/TIOGA
 LZ0695  USGS QUAD   -  KNOXVILLE (1969)
 LZ0695
 LZ0695                         *CURRENT SURVEY CONTROL
 LZ0695  ___________________________________________________________________
 LZ0695* NAD 83(1986)-  41 58 12.     (N)    077 22 39.     (W)     SCALED    
 LZ0695* NAVD 88     -       358.915  (meters)    1177.54   (feet)  ADJUSTED  
 LZ0695  ___________________________________________________________________
 LZ0695  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 LZ0695  DYNAMIC HT  -         358.777 (meters)    1177.09  (feet)  COMP
 LZ0695  MODELED GRAV-     980,227.6   (mgal)                       NAVD 88
 LZ0695
 LZ0695  VERT ORDER  -  SECOND    CLASS 0
 LZ0695
 LZ0695.The horizontal coordinates were scaled from a topographic map and have
 LZ0695.an estimated accuracy of +/- 6 seconds.
 LZ0695
 LZ0695.The orthometric height was determined by differential leveling
 LZ0695.and adjusted by the National Geodetic Survey in June 1991..
 LZ0695
 LZ0695.The geoid height was determined by GEOID03.
 LZ0695
 LZ0695.The dynamic height is computed by dividing the NAVD 88
 LZ0695.geopotential number by the normal gravity value computed on the
 LZ0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0695.degrees latitude (g = 980.6199 gals.).
 LZ0695
 LZ0695.The modeled gravity was interpolated from observed gravity values.
 LZ0695
 LZ0695;                    North         East    Units  Estimated Accuracy
 LZ0695;SPC PA N     -   200,340.      630,880.      MT  (+/- 180 meters Scaled)
 LZ0695
 LZ0695                          SUPERSEDED SURVEY CONTROL
 LZ0695
 LZ0695  NGVD 29 (??/??/92)  359.061  (m)         1178.02   (f) ADJ UNCH    2 0
 LZ0695
 LZ0695.Superseded values are not recommended for survey control.
 LZ0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0695.See file dsdata.txt to determine how the superseded data were derived.
 LZ0695
 LZ0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM030491(NAD 83)
 LZ0695_MARKER: R = RIVET
 LZ0695_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0695_SP_SET: ABUTMENT
 LZ0695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0695
 LZ0695  HISTORY     - Date     Condition        Report By
 LZ0695  HISTORY     - UNK      MONUMENTED       NYCRR
 LZ0695  HISTORY     - 1934     GOOD             NGS
 LZ0695
 LZ0695                          STATION DESCRIPTION
 LZ0695
 LZ0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0695'2 MI S FROM OSCEOLA.
 LZ0695'ABOUT 2 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LZ0695'OSCEOLA, TIOGA COUNTY, ABOUT 4,100 FEET SOUTH OF MILEPOST C 14,
 LZ0695'AT 10-FOOT CONCRETE CULVERT, IN THE TOP OF THE WEST SIDE OF THE
 LZ0695'NORTH ABUTMENT, 8 FEET WEST OF THE WEST RAIL, AND 1 FOOT LOWER
 LZ0695'THAN THE TOP OF THE RAIL.  A 1-1/4-INCH IRON RIVET.  PREVIOUSLY
 LZ0695'DESIGNATED B.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2018 ***********************************************************************
 KV2018  DESIGNATION -  BM PADH
 KV2018  PID         -  KV2018
 KV2018  STATE/COUNTY-  PA/BUCKS
 KV2018  USGS QUAD   -  QUAKERTOWN (1994)
 KV2018
 KV2018                         *CURRENT SURVEY CONTROL
 KV2018  ___________________________________________________________________
 KV2018* NAD 83(1986)-  40 24 10.     (N)    075 15 09.     (W)     SCALED    
 KV2018* NAVD 88     -       111.278  (meters)     365.08   (feet)  ADJUSTED  
 KV2018  ___________________________________________________________________
 KV2018  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 KV2018  DYNAMIC HT  -         111.222 (meters)     364.90  (feet)  COMP
 KV2018  MODELED GRAV-     980,116.0   (mgal)                       NAVD 88
 KV2018
 KV2018  VERT ORDER  -  SECOND    CLASS 0
 KV2018
 KV2018.The horizontal coordinates were scaled from a topographic map and have
 KV2018.an estimated accuracy of +/- 6 seconds.
 KV2018
 KV2018.The orthometric height was determined by differential leveling
 KV2018.and adjusted by the National Geodetic Survey in June 1991..
 KV2018
 KV2018.The geoid height was determined by GEOID03.
 KV2018
 KV2018.The dynamic height is computed by dividing the NAVD 88
 KV2018.geopotential number by the normal gravity value computed on the
 KV2018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2018.degrees latitude (g = 980.6199 gals.).
 KV2018
 KV2018.The modeled gravity was interpolated from observed gravity values.
 KV2018
 KV2018;                    North         East    Units  Estimated Accuracy
 KV2018;SPC PA S     -   121,740.      811,980.      MT  (+/- 180 meters Scaled)
 KV2018
 KV2018                          SUPERSEDED SURVEY CONTROL
 KV2018
 KV2018  NGVD 29 (??/??/??)  111.563  (m)          366.02   (f) ADJUSTED    2 0
 KV2018
 KV2018.Superseded values are not recommended for survey control.
 KV2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2018.See file dsdata.txt to determine how the superseded data were derived.
 KV2018
 KV2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK785724(NAD 83)
 KV2018_MARKER: DD = SURVEY DISK
 KV2018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2018_SP_SET: BRIDGE WALL
 KV2018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2018
 KV2018  HISTORY     - Date     Condition        Report By
 KV2018  HISTORY     - UNK      MONUMENTED       PADH
 KV2018  HISTORY     - 1944     GOOD             CGS
 KV2018
 KV2018                          STATION DESCRIPTION
 KV2018
 KV2018'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KV2018'5.4 MI SE FROM QUAKERTOWN.
 KV2018'A NEW DESCRIPTION FOLLOWS-- LOCATED 5.4 MILES SOUTHEAST ALONG
 KV2018'STATE HIGHWAY 313 FROM THE READING CO. RAILROAD STATION IN
 KV2018'QUAKERTOWN, AT A CONCRETE BRIDGE IN THE TOP OF THE WEST WING WALL
 KV2018'AND 20 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 KV2018'P.D.H. MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1549 ***********************************************************************
 KV1549  DESIGNATION -  BM PADH
 KV1549  PID         -  KV1549
 KV1549  STATE/COUNTY-  PA/MONROE
 KV1549  USGS QUAD   -  SAYLORSBURG (1983)
 KV1549
 KV1549                         *CURRENT SURVEY CONTROL
 KV1549  ___________________________________________________________________
 KV1549* NAD 83(1986)-  40 56 51.     (N)    075 18 15.     (W)     SCALED    
 KV1549* NAVD 88     -       170.583  (meters)     559.65   (feet)  ADJUSTED  
 KV1549  ___________________________________________________________________
 KV1549  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 KV1549  DYNAMIC HT  -         170.503 (meters)     559.39  (feet)  COMP
 KV1549  MODELED GRAV-     980,154.6   (mgal)                       NAVD 88
 KV1549
 KV1549  VERT ORDER  -  SECOND    CLASS 0
 KV1549
 KV1549.The horizontal coordinates were scaled from a topographic map and have
 KV1549.an estimated accuracy of +/- 6 seconds.
 KV1549
 KV1549.The orthometric height was determined by differential leveling
 KV1549.and adjusted by the National Geodetic Survey in June 1991..
 KV1549
 KV1549.The geoid height was determined by GEOID03.
 KV1549
 KV1549.The dynamic height is computed by dividing the NAVD 88
 KV1549.geopotential number by the normal gravity value computed on the
 KV1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1549.degrees latitude (g = 980.6199 gals.).
 KV1549
 KV1549.The modeled gravity was interpolated from observed gravity values.
 KV1549
 KV1549;                    North         East    Units  Estimated Accuracy
 KV1549;SPC PA N     -    89,620.      805,910.      MT  (+/- 180 meters Scaled)
 KV1549
 KV1549                          SUPERSEDED SURVEY CONTROL
 KV1549
 KV1549  NGVD 29 (??/??/??)  170.768  (m)          560.26   (f) ADJUSTED    2 0
 KV1549
 KV1549.Superseded values are not recommended for survey control.
 KV1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1549.See file dsdata.txt to determine how the superseded data were derived.
 KV1549
 KV1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL743329(NAD 83)
 KV1549_MARKER: DD = SURVEY DISK
 KV1549_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1549_SP_SET: ABUTMENT
 KV1549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1549
 KV1549  HISTORY     - Date     Condition        Report By
 KV1549  HISTORY     - 1935     MONUMENTED       PADH
 KV1549  HISTORY     - 1956     GOOD             CGS
 KV1549  HISTORY     - 1969     GOOD             CGS
 KV1549
 KV1549                          STATION DESCRIPTION
 KV1549
 KV1549'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1549'6 MI SW FROM STROUDSBURG.
 KV1549'6.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 209 FROM THE HIGH SCHOOL
 KV1549'AT STROUDSBURG, ON TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 KV1549'CONCRETE ABUTMENT OF CONCRETE BRIDGE NO. 6-87 + 25 OVER A LARGE
 KV1549'CREEK, 13 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND
 KV1549'ABOUT LEVEL WITH THE SURFACE OF THE BRIDGE.
 KV1549
 KV1549                          STATION RECOVERY (1969)
 KV1549
 KV1549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 KV1549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1577 ***********************************************************************
 KW1577  DESIGNATION -  BM PADH
 KW1577  PID         -  KW1577
 KW1577  STATE/COUNTY-  PA/MONTOUR
 KW1577  USGS QUAD   -  RIVERSIDE (1984)
 KW1577
 KW1577                         *CURRENT SURVEY CONTROL
 KW1577  ___________________________________________________________________
 KW1577* NAD 83(1986)-  40 59 03.     (N)    076 43 23.     (W)     SCALED    
 KW1577* NAVD 88     -       173.333  (meters)     568.68   (feet)  ADJUSTED  
 KW1577  ___________________________________________________________________
 KW1577  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KW1577  DYNAMIC HT  -         173.258 (meters)     568.43  (feet)  COMP
 KW1577  MODELED GRAV-     980,184.4   (mgal)                       NAVD 88
 KW1577
 KW1577  VERT ORDER  -  SECOND    CLASS 0
 KW1577
 KW1577.The horizontal coordinates were scaled from a topographic map and have
 KW1577.an estimated accuracy of +/- 6 seconds.
 KW1577
 KW1577.The orthometric height was determined by differential leveling
 KW1577.and adjusted by the National Geodetic Survey in June 1991..
 KW1577
 KW1577.The geoid height was determined by GEOID03.
 KW1577
 KW1577.The dynamic height is computed by dividing the NAVD 88
 KW1577.geopotential number by the normal gravity value computed on the
 KW1577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1577.degrees latitude (g = 980.6199 gals.).
 KW1577
 KW1577.The modeled gravity was interpolated from observed gravity values.
 KW1577
 KW1577;                    North         East    Units  Estimated Accuracy
 KW1577;SPC PA N     -    91,300.      686,420.      MT  (+/- 180 meters Scaled)
 KW1577
 KW1577                          SUPERSEDED SURVEY CONTROL
 KW1577
 KW1577  NGVD 29 (??/??/??)  173.558  (m)          569.41   (f) ADJUSTED    2 0
 KW1577
 KW1577.Superseded values are not recommended for survey control.
 KW1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1577.See file dsdata.txt to determine how the superseded data were derived.
 KW1577
 KW1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL550384(NAD 83)
 KW1577_MARKER: DD = SURVEY DISK
 KW1577_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1577_SP_SET: ABUTMENT
 KW1577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1577
 KW1577  HISTORY     - Date     Condition        Report By
 KW1577  HISTORY     - UNK      MONUMENTED       PADH
 KW1577  HISTORY     - 1959     POOR             CGS
 KW1577  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW1577
 KW1577                          STATION DESCRIPTION
 KW1577
 KW1577'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW1577'5.8 MI NW FROM DANVILLE.
 KW1577'1.6 MILE NORTHEAST ALONG STATE HIGHWAY NO 54 FROM THE 1ST
 KW1577'NATIONAL BANK IN DANVILLE THENCE 4.25 MILE WEST ON STATE HIGHWAY
 KW1577'45, SET IN TOP AND 1 FOOT NORTHWEST OF THE SOUTHEAST END OF THE
 KW1577'SOUTHWEST ABUTMENT RETAINING WALL FOR THE HIGHWAY UNDERPASS UNDER
 KW1577'A RAILROAD, 24 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 KW1577'(THIS MARK IS NOT IN GOOD SHAPE, CEMENT BUSTED UP).
 KW1577
 KW1577                          STATION RECOVERY (1989)
 KW1577
 KW1577'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1577'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0860 ***********************************************************************
 MA0860  DESIGNATION -  BM PDH
 MA0860  PID         -  MA0860
 MA0860  STATE/COUNTY-  PA/WARREN
 MA0860  USGS QUAD   -  CLARENDON (1977)
 MA0860
 MA0860                         *CURRENT SURVEY CONTROL
 MA0860  ___________________________________________________________________
 MA0860* NAD 83(1986)-  41 49 31.     (N)    079 07 08.     (W)     SCALED    
 MA0860* NAVD 88     -       366.019  (meters)    1200.85   (feet)  ADJUSTED  
 MA0860  ___________________________________________________________________
 MA0860  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 MA0860  DYNAMIC HT  -         365.872 (meters)    1200.37  (feet)  COMP
 MA0860  MODELED GRAV-     980,212.9   (mgal)                       NAVD 88
 MA0860
 MA0860  VERT ORDER  -  FIRST     CLASS II
 MA0860
 MA0860.The horizontal coordinates were scaled from a topographic map and have
 MA0860.an estimated accuracy of +/- 6 seconds.
 MA0860
 MA0860.The orthometric height was determined by differential leveling
 MA0860.and adjusted by the National Geodetic Survey in June 1991..
 MA0860
 MA0860.The geoid height was determined by GEOID03.
 MA0860
 MA0860.The dynamic height is computed by dividing the NAVD 88
 MA0860.geopotential number by the normal gravity value computed on the
 MA0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0860.degrees latitude (g = 980.6199 gals.).
 MA0860
 MA0860.The modeled gravity was interpolated from observed gravity values.
 MA0860
 MA0860;                    North         East    Units  Estimated Accuracy
 MA0860;SPC PA N     -   185,100.      486,280.      MT  (+/- 180 meters Scaled)
 MA0860
 MA0860                          SUPERSEDED SURVEY CONTROL
 MA0860
 MA0860  NGVD 29 (??/??/92)  366.19   (m)         1201.4    (f) COMPUTED    1 2
 MA0860
 MA0860.Superseded values are not recommended for survey control.
 MA0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0860.See file dsdata.txt to determine how the superseded data were derived.
 MA0860
 MA0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG562320(NAD 83)
 MA0860_MARKER: DD = SURVEY DISK
 MA0860_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0860_SP_SET: ABUTMENT
 MA0860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0860
 MA0860  HISTORY     - Date     Condition        Report By
 MA0860  HISTORY     - UNK      MONUMENTED       PADH
 MA0860  HISTORY     - 1935     GOOD             NGS
 MA0860  HISTORY     - 20001022 MARK NOT FOUND   USPSQD
 MA0860
 MA0860                          STATION DESCRIPTION
 MA0860
 MA0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA0860'1.3 MI SE FROM STRUTHERS.
 MA0860'1.3 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA0860'STATION AT STRUTHERS, WARREN COUNTY, AT THE BRIDGE OVER ALLEGHENY
 MA0860'RIVER, IN THE TOP OF THE NORTHWEST CORNER OF THE NORTH ABUTMENT,
 MA0860'54 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 12 FEET WEST OF
 MA0860'THE CENTER LINE OF U.S. HIGHWAY 6, AND ABOUT 1-1/2 FEET HIGHER
 MA0860'THAN THE TRACK.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD
 MA0860'DISK.
 MA0860
 MA0860                          STATION RECOVERY (2000)
 MA0860
 MA0860'RECOVERY NOTE BY US POWER SQUADRON 2000 (DH)
 MA0860'THE INSTRUCTIONS AND DIRECTIONS WERE VERY BAD FOR THIS MARK.  WHERE
 MA0860'THE BRIDGE WAS THE ROAD WAS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0761 ***********************************************************************
 KW0761  DESIGNATION -  BM PRR=406 PRR
 KW0761  PID         -  KW0761
 KW0761  STATE/COUNTY-  PA/LANCASTER
 KW0761  USGS QUAD   -  COLUMBIA EAST (1995)
 KW0761
 KW0761                         *CURRENT SURVEY CONTROL
 KW0761  ___________________________________________________________________
 KW0761* NAD 83(1986)-  40 05 56.     (N)    076 24 57.     (W)     SCALED    
 KW0761* NAVD 88     -       123.551  (meters)     405.35   (feet)  ADJUSTED  
 KW0761  ___________________________________________________________________
 KW0761  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 KW0761  DYNAMIC HT  -         123.486 (meters)     405.14  (feet)  COMP
 KW0761  MODELED GRAV-     980,101.5   (mgal)                       NAVD 88
 KW0761
 KW0761  VERT ORDER  -  SECOND    CLASS 0
 KW0761
 KW0761.The horizontal coordinates were scaled from a topographic map and have
 KW0761.an estimated accuracy of +/- 6 seconds.
 KW0761
 KW0761.The orthometric height was determined by differential leveling
 KW0761.and adjusted by the National Geodetic Survey in June 1991..
 KW0761
 KW0761.The geoid height was determined by GEOID03.
 KW0761
 KW0761.The dynamic height is computed by dividing the NAVD 88
 KW0761.geopotential number by the normal gravity value computed on the
 KW0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0761.degrees latitude (g = 980.6199 gals.).
 KW0761
 KW0761.The modeled gravity was interpolated from observed gravity values.
 KW0761
 KW0761;                    North         East    Units  Estimated Accuracy
 KW0761;SPC PA S     -    85,860.      713,760.      MT  (+/- 180 meters Scaled)
 KW0761
 KW0761                          SUPERSEDED SURVEY CONTROL
 KW0761
 KW0761  NGVD 29 (??/??/??)  123.797  (m)          406.16   (f) ADJUSTED    2 0
 KW0761
 KW0761.Superseded values are not recommended for survey control.
 KW0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0761.See file dsdata.txt to determine how the superseded data were derived.
 KW0761
 KW0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK793396(NAD 83)
 KW0761_MARKER: Z = SEE DESCRIPTION
 KW0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0761+STABILITY: SURFACE MOTION
 KW0761
 KW0761  HISTORY     - Date     Condition        Report By
 KW0761  HISTORY     - UNK      MONUMENTED       PRR
 KW0761  HISTORY     - 1935     GOOD             CGS
 KW0761  HISTORY     - 1942     GOOD             CGS
 KW0761  HISTORY     - 20050529 MARK NOT FOUND   GEOCAC
 KW0761
 KW0761                          STATION DESCRIPTION
 KW0761
 KW0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0761'AT LANDISVILLE.
 KW0761'AT LANDISVILLE, LANCASTER COUNTY, ON THE PENNSYLVANIA RAILROAD,
 KW0761'ABOUT 200 FEET EAST OF THE CROSSING OF THE READING CO. RAILWAY,
 KW0761'AND 10 FEET NORTH OF THE WEST-BOUND TRACK.  THE TOP OF A CONCRETE
 KW0761'POST.
 KW0761
 KW0761                          STATION RECOVERY (1942)
 KW0761
 KW0761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 KW0761'RECOVERED IN GOOD CONDITION.
 KW0761
 KW0761                          STATION RECOVERY (2005)
 KW0761
 KW0761'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0761'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1118 ***********************************************************************
 KX1118  DESIGNATION -  BM RESET
 KX1118  PID         -  KX1118
 KX1118  STATE/COUNTY-  PA/FAYETTE
 KX1118  USGS QUAD   -  DONEGAL (1993)
 KX1118
 KX1118                         *CURRENT SURVEY CONTROL
 KX1118  ___________________________________________________________________
 KX1118* NAD 83(1986)-  40 02 01.     (N)    079 24 04.     (W)     SCALED    
 KX1118* NAVD 88     -       436.051  (meters)    1430.61   (feet)  ADJUSTED  
 KX1118  ___________________________________________________________________
 KX1118  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KX1118  DYNAMIC HT  -         435.793 (meters)    1429.76  (feet)  COMP
 KX1118  MODELED GRAV-     980,019.6   (mgal)                       NAVD 88
 KX1118
 KX1118  VERT ORDER  -  SECOND    CLASS 0
 KX1118
 KX1118.The horizontal coordinates were scaled from a topographic map and have
 KX1118.an estimated accuracy of +/- 6 seconds.
 KX1118
 KX1118.The orthometric height was determined by differential leveling
 KX1118.and adjusted by the National Geodetic Survey in June 1991..
 KX1118
 KX1118.The geoid height was determined by GEOID03.
 KX1118
 KX1118.The dynamic height is computed by dividing the NAVD 88
 KX1118.geopotential number by the normal gravity value computed on the
 KX1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1118.degrees latitude (g = 980.6199 gals.).
 KX1118
 KX1118.The modeled gravity was interpolated from observed gravity values.
 KX1118
 KX1118;                    North         East    Units  Estimated Accuracy
 KX1118;SPC PA S     -    79,070.      459,090.      MT  (+/- 180 meters Scaled)
 KX1118
 KX1118                          SUPERSEDED SURVEY CONTROL
 KX1118
 KX1118  NGVD 29 (??/??/92)  436.202  (m)         1431.11   (f) ADJ UNCH    2 0
 KX1118
 KX1118.Superseded values are not recommended for survey control.
 KX1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1118.See file dsdata.txt to determine how the superseded data were derived.
 KX1118
 KX1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE364327(NAD 83)
 KX1118_MARKER: DD = SURVEY DISK
 KX1118_SETTING: 80 = SET IN A BOULDER
 KX1118_SP_SET: BOULDER
 KX1118_STAMPING: RESET 1941
 KX1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1118+STABILITY: SURFACE MOTION
 KX1118
 KX1118  HISTORY     - Date     Condition        Report By
 KX1118  HISTORY     - 1941     MONUMENTED       USGS
 KX1118  HISTORY     - 1954     GOOD             NGS
 KX1118  HISTORY     - 19980101 GOOD             USE
 KX1118
 KX1118                          STATION DESCRIPTION
 KX1118
 KX1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KX1118'4.2 MI NE FROM NORMALVILLE.
 KX1118'4.2 MILES NORTHEAST ALONG STATE HIGHWAY 381 - 711 FROM THEIR
 KX1118'JUNCTION AT NORMALVILLE, ABOUT 0.55 MILE SOUTH OF DAVISTOWN
 KX1118'EVANGELICAL CHURCH, ABOUT 0.7 MILE NORTH OF JUNCTION OF A PAVED
 KX1118'ROAD LEADING EAST, ABOUT 35 FEET SOUTHWEST OF CENTER LINE OF
 KX1118'HIGHWAY, 128 FEET SOUTHEAST OF CENTER LINE OF A DRIVE SOUTHWEST
 KX1118'TO A 2-STORY YELLOW FRAME HOUSE, IN THE TOP AND NEAR THE CENTER
 KX1118'OF A 4 BY 6-FOOT FLAT SLANTING BOULDER, 4 FEET NORTHWEST OF A
 KX1118'14-INCH CUCUMBER TREE AND ABOUT 20 FEET ABOVE LEVEL OF HIGHWAY.
 KX1118
 KX1118                          STATION RECOVERY (1998)
 KX1118
 KX1118'RECOVERY NOTE BY US ENGINEERS 1998 (JL)
 KX1118'NEARBY TREE IS MARKED WITH A METAL SIGN.  THE DISK IS A U.S.GEOLOGICAL
 KX1118'SURVEY BENCHMARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0068 ***********************************************************************
 MA0068  DESIGNATION -  BM RESET 1966
 MA0068  PID         -  MA0068
 MA0068  STATE/COUNTY-  PA/MCKEAN
 MA0068  USGS QUAD   -  ROULETTE (1983)
 MA0068
 MA0068                         *CURRENT SURVEY CONTROL
 MA0068  ___________________________________________________________________
 MA0068* NAD 83(1986)-  41 47 19.     (N)    078 12 24.     (W)     SCALED    
 MA0068* NAVD 88     -       457.53   (+/-2cm)    1501.1    (feet)  VERTCON   
 MA0068  ___________________________________________________________________
 MA0068  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 MA0068
 MA0068  VERT ORDER  -  THIRD (See Below)
 MA0068
 MA0068.The horizontal coordinates were scaled from a topographic map and have
 MA0068.an estimated accuracy of +/- 6 seconds.
 MA0068
 MA0068.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA0068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA0068.The vertical order pertains to the NGVD 29 superseded value.
 MA0068
 MA0068.The geoid height was determined by GEOID03.
 MA0068
 MA0068;                    North         East    Units  Estimated Accuracy
 MA0068;SPC PA N     -   180,230.      562,040.      MT  (+/- 180 meters Scaled)
 MA0068
 MA0068                          SUPERSEDED SURVEY CONTROL
 MA0068
 MA0068  NGVD 29 (??/??/??)  457.67   (m)         1501.5    (f) RESET       3  
 MA0068
 MA0068.Superseded values are not recommended for survey control.
 MA0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0068.See file dsdata.txt to determine how the superseded data were derived.
 MA0068
 MA0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG321300(NAD 83)
 MA0068_MARKER: Q = CHISELED SQUARE
 MA0068_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0068_SP_SET: BRIDGE
 MA0068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0068
 MA0068  HISTORY     - Date     Condition        Report By
 MA0068  HISTORY     - 1966     MONUMENTED       LOCENG
 MA0068
 MA0068                          STATION DESCRIPTION
 MA0068
 MA0068'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 MA0068'4.8 MI E FROM PORT ALLEGANY.
 MA0068'4.8 MILES EAST ALONG THE COUDERSPORT AND PORT ALLEGANY RAILROAD
 MA0068'FROM PORT ALLEGANY AT A 30-FOOT SPAN CONCRETE HIGHWAY BRIDGE
 MA0068'FOR U.S. HIGHWAY 6, A CHISELED SQUARE CUT ON SOUTHEAST CORNER TOP
 MA0068'OF WINGWALL.  NOTE-- USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1474 ***********************************************************************
 LZ1474  DESIGNATION -  BM SH49
 LZ1474  PID         -  LZ1474
 LZ1474  STATE/COUNTY-  PA/TIOGA
 LZ1474  USGS QUAD   -  POTTER BROOK (1983)
 LZ1474
 LZ1474                         *CURRENT SURVEY CONTROL
 LZ1474  ___________________________________________________________________
 LZ1474* NAD 83(1986)-  41 55 09.     (N)    077 32 21.     (W)     SCALED    
 LZ1474* NAVD 88     -       418.687  (meters)    1373.64   (feet)  ADJUSTED  
 LZ1474  ___________________________________________________________________
 LZ1474  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 LZ1474  DYNAMIC HT  -         418.521 (meters)    1373.10  (feet)  COMP
 LZ1474  MODELED GRAV-     980,213.8   (mgal)                       NAVD 88
 LZ1474
 LZ1474  VERT ORDER  -  SECOND    CLASS 0
 LZ1474
 LZ1474.The horizontal coordinates were scaled from a topographic map and have
 LZ1474.an estimated accuracy of +/- 6 seconds.
 LZ1474
 LZ1474.The orthometric height was determined by differential leveling
 LZ1474.and adjusted by the National Geodetic Survey in June 1991..
 LZ1474
 LZ1474.The geoid height was determined by GEOID03.
 LZ1474
 LZ1474.The dynamic height is computed by dividing the NAVD 88
 LZ1474.geopotential number by the normal gravity value computed on the
 LZ1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1474.degrees latitude (g = 980.6199 gals.).
 LZ1474
 LZ1474.The modeled gravity was interpolated from observed gravity values.
 LZ1474
 LZ1474;                    North         East    Units  Estimated Accuracy
 LZ1474;SPC PA N     -   194,650.      617,490.      MT  (+/- 180 meters Scaled)
 LZ1474
 LZ1474                          SUPERSEDED SURVEY CONTROL
 LZ1474
 LZ1474  NGVD 29 (??/??/92)  418.82   (m)         1374.1    (f) COMPUTED    2 0
 LZ1474
 LZ1474.Superseded values are not recommended for survey control.
 LZ1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1474.See file dsdata.txt to determine how the superseded data were derived.
 LZ1474
 LZ1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM894439(NAD 83)
 LZ1474_MARKER: Z = SEE DESCRIPTION
 LZ1474_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1474_SP_SET: BRIDGE
 LZ1474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1474
 LZ1474  HISTORY     - Date     Condition        Report By
 LZ1474  HISTORY     - UNK      MONUMENTED       PADH
 LZ1474  HISTORY     - 1934     GOOD             NGS
 LZ1474
 LZ1474                          STATION DESCRIPTION
 LZ1474
 LZ1474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1474'AT WESTFIELD.
 LZ1474'AT WESTFIELD, ON STATE HIGHWAY 49, 120 FEET NORTHEAST OF THE
 LZ1474'BALTIMORE AND OHIO RAILROAD STATION, AT A CONCRETE HIGHWAY
 LZ1474'BRIDGE, IN THE NORTHWEST WING WALL, 14 FEET WEST OF THE CENTER
 LZ1474'LINE OF THE FINISHED GRADE, AND LEVEL WITH THE CENTER LINE OF
 LZ1474'THE FINISHED GRADE.  NOTE-- PREVIOUSLY DESIGNATED BM (PDH).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0445 ***********************************************************************
 KY0445  DESIGNATION -  BM STONE POST
 KY0445  PID         -  KY0445
 KY0445  STATE/COUNTY-  PA/WASHINGTON
 KY0445  USGS QUAD   -  WASHINGTON EAST (1977)
 KY0445
 KY0445                         *CURRENT SURVEY CONTROL
 KY0445  ___________________________________________________________________
 KY0445* NAD 83(1986)-  40 10 11.     (N)    080 14 32.     (W)     SCALED    
 KY0445* NAVD 88     -       337.107  (meters)    1105.99   (feet)  ADJUSTED  
 KY0445  ___________________________________________________________________
 KY0445  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 KY0445  DYNAMIC HT  -         336.918 (meters)    1105.37  (feet)  COMP
 KY0445  MODELED GRAV-     980,054.1   (mgal)                       NAVD 88
 KY0445
 KY0445  VERT ORDER  -  SECOND    CLASS 0
 KY0445
 KY0445.The horizontal coordinates were scaled from a topographic map and have
 KY0445.an estimated accuracy of +/- 6 seconds.
 KY0445
 KY0445.The orthometric height was determined by differential leveling
 KY0445.and adjusted by the National Geodetic Survey in June 1991..
 KY0445
 KY0445.The geoid height was determined by GEOID03.
 KY0445
 KY0445.The dynamic height is computed by dividing the NAVD 88
 KY0445.geopotential number by the normal gravity value computed on the
 KY0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0445.degrees latitude (g = 980.6199 gals.).
 KY0445
 KY0445.The modeled gravity was interpolated from observed gravity values.
 KY0445
 KY0445;                    North         East    Units  Estimated Accuracy
 KY0445;SPC PA S     -    95,860.      387,740.      MT  (+/- 180 meters Scaled)
 KY0445
 KY0445                          SUPERSEDED SURVEY CONTROL
 KY0445
 KY0445  NGVD 29 (??/??/92)  337.24   (m)         1106.4    (f) COMPUTED    2 0
 KY0445
 KY0445.Superseded values are not recommended for survey control.
 KY0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0445.See file dsdata.txt to determine how the superseded data were derived.
 KY0445
 KY0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE645468(NAD 83)
 KY0445_MARKER: DD = SURVEY DISK
 KY0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0445_SP_SET: STONE POST
 KY0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0445+STABILITY: SURFACE MOTION
 KY0445
 KY0445  HISTORY     - Date     Condition        Report By
 KY0445  HISTORY     - UNK      MONUMENTED       USGS
 KY0445  HISTORY     - 1936     GOOD             NGS
 KY0445  HISTORY     - 20010514 GOOD             PADT
 KY0445
 KY0445                          STATION DESCRIPTION
 KY0445
 KY0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KY0445'AT WASHINGTON.
 KY0445'AT WASHINGTON, AT WASHINGTON AND JEFFERSON COLLEGE, AT THE
 KY0445'SOUTHWEST CORNER OF THE CAMPUS, 65 FEET WEST OF THE WEST SIDE
 KY0445'OF THE PHYSICS BUILDING, 24 FEET EAST OF A NORTH-AND-SOUTH HEDGE,
 KY0445'AND 6 FEET NORTH OF AN EAST-AND-WEST HEDGE.  A U.S. GEOLOGICAL
 KY0445'SURVEY STANDARD DISK SET IN THE TOP OF A STONE POST.
 KY0445'NOTE-- PREVIOUSLY DESIGNATED BM (USGS)
 KY0445
 KY0445                          STATION RECOVERY (2001)
 KY0445
 KY0445'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DP)
 KY0445'BAD ELEVATION DETERMINED BY PA DEPT OF TRANSPORTATION.
 KY0445'NEW PA DEPT OF TRANSPORTATION IS 337.120 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0859 ***********************************************************************
 KX0859  DESIGNATION -  BM WC
 KX0859  PID         -  KX0859
 KX0859  STATE/COUNTY-  PA/WESTMORELAND
 KX0859  USGS QUAD   -  AVONMORE (1998)
 KX0859
 KX0859                         *CURRENT SURVEY CONTROL
 KX0859  ___________________________________________________________________
 KX0859* NAD 83(1986)-  40 31 29.     (N)    079 29 24.     (W)     SCALED    
 KX0859* NAVD 88     -       252.992  (meters)     830.02   (feet)  ADJUSTED  
 KX0859  ___________________________________________________________________
 KX0859  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KX0859  DYNAMIC HT  -         252.861 (meters)     829.59  (feet)  COMP
 KX0859  MODELED GRAV-     980,098.5   (mgal)                       NAVD 88
 KX0859
 KX0859  VERT ORDER  -  FIRST     CLASS II
 KX0859
 KX0859.The horizontal coordinates were scaled from a topographic map and have
 KX0859.an estimated accuracy of +/- 6 seconds.
 KX0859
 KX0859.The orthometric height was determined by differential leveling
 KX0859.and adjusted by the National Geodetic Survey in June 1991..
 KX0859
 KX0859.The geoid height was determined by GEOID03.
 KX0859
 KX0859.The dynamic height is computed by dividing the NAVD 88
 KX0859.geopotential number by the normal gravity value computed on the
 KX0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0859.degrees latitude (g = 980.6199 gals.).
 KX0859
 KX0859.The modeled gravity was interpolated from observed gravity values.
 KX0859
 KX0859;                    North         East    Units  Estimated Accuracy
 KX0859;SPC PA S     -   133,740.      452,570.      MT  (+/- 180 meters Scaled)
 KX0859
 KX0859                          SUPERSEDED SURVEY CONTROL
 KX0859
 KX0859  NGVD 29 (??/??/92)  253.171  (m)          830.61   (f) ADJ UNCH    1 2
 KX0859
 KX0859.Superseded values are not recommended for survey control.
 KX0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0859.See file dsdata.txt to determine how the superseded data were derived.
 KX0859
 KX0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE279870(NAD 83)
 KX0859_MARKER: Q = CHISELED SQUARE
 KX0859_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0859_SP_SET: BRIDGE
 KX0859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0859
 KX0859  HISTORY     - Date     Condition        Report By
 KX0859  HISTORY     - UNK      MONUMENTED       PRR
 KX0859  HISTORY     - 1917     GOOD             NGS
 KX0859
 KX0859                          STATION DESCRIPTION
 KX0859
 KX0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1917
 KX0859'19.3 MI S FROM SCHENLEY.
 KX0859'IN WESTMORELAND COUNTY, ABOUT 19.3 MILES SOUTHEAST ALONG THE
 KX0859'PENNSYLVANIA RAILROAD FROM SCHENLEY, ARMSTRONG COUNTY, ABOUT 0.1
 KX0859'MILE EAST OF THE STATION AT SALINA, ON THE UPSTREAM LANDWARD WING
 KX0859'OF THE SULPHUR RUN BRIDGE, ABOUT 12 FEET LANDWARD OF THE LAND
 KX0859'RAIL, AND 6.8 FEET LOWER THAN THE TOP OF THE RAIL.  A COPPER BOLT
 KX0859'IN A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0175 ***********************************************************************
 KY0175  DESIGNATION -  BO 353
 KY0175  PID         -  KY0175
 KY0175  STATE/COUNTY-  PA/LAWRENCE
 KY0175  USGS QUAD   -  NEW CASTLE SOUTH (1990)
 KY0175
 KY0175                         *CURRENT SURVEY CONTROL
 KY0175  ___________________________________________________________________
 KY0175* NAD 83(1986)-  40 53 13.     (N)    080 19 45.     (W)     SCALED    
 KY0175* NAVD 88     -       258.370  (meters)     847.67   (feet)  ADJUSTED  
 KY0175  ___________________________________________________________________
 KY0175  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KY0175  DYNAMIC HT  -         258.240 (meters)     847.24  (feet)  COMP
 KY0175  MODELED GRAV-     980,117.7   (mgal)                       NAVD 88
 KY0175
 KY0175  VERT ORDER  -  FIRST     CLASS II
 KY0175
 KY0175.The horizontal coordinates were scaled from a topographic map and have
 KY0175.an estimated accuracy of +/- 6 seconds.
 KY0175
 KY0175.The orthometric height was determined by differential leveling
 KY0175.and adjusted by the National Geodetic Survey in June 1991..
 KY0175
 KY0175.The geoid height was determined by GEOID03.
 KY0175
 KY0175.The dynamic height is computed by dividing the NAVD 88
 KY0175.geopotential number by the normal gravity value computed on the
 KY0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0175.degrees latitude (g = 980.6199 gals.).
 KY0175
 KY0175.The modeled gravity was interpolated from observed gravity values.
 KY0175
 KY0175;                    North         East    Units  Estimated Accuracy
 KY0175;SPC PA S     -   175,680.      382,660.      MT  (+/- 180 meters Scaled)
 KY0175
 KY0175                          SUPERSEDED SURVEY CONTROL
 KY0175
 KY0175  NGVD 29 (??/??/92)  258.505  (m)          848.11   (f) ADJ UNCH    1 2
 KY0175
 KY0175.Superseded values are not recommended for survey control.
 KY0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0175.See file dsdata.txt to determine how the superseded data were derived.
 KY0175
 KY0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF565264(NAD 83)
 KY0175_MARKER: B = BOLT
 KY0175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0175_SP_SET: CULVERT
 KY0175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0175
 KY0175  HISTORY     - Date     Condition        Report By
 KY0175  HISTORY     - UNK      MONUMENTED       BORR
 KY0175  HISTORY     - 1950     GOOD             NGS
 KY0175  HISTORY     - 19970903 MARK NOT FOUND   USPSQD
 KY0175
 KY0175                          STATION DESCRIPTION
 KY0175
 KY0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY0175'0.1 MI NW FROM CHEWTON.
 KY0175'ABOUT 0.1 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY0175'FROM THE STATE HIGHWAY 288 OVERPASS AT CHEWTON, AT MILE-POST
 KY0175'48-13 1/2.  IT IS IN THE TOP AND NORTH END OF THE EAST STONE
 KY0175'HEADWALL OF A 3 FOOT TUBE CULVERT, 8 FEET EAST-NORTHEAST OF THE
 KY0175'EAST-NORTHEAST RAIL, 65.5 FEET EAST AND ACROSS THE TRACKS FROM
 KY0175'THE NORTHEAST CORNER OF THE FONTANA BROS. COAL CO. OFFICE BUILDING,
 KY0175'1.5 FEET SOUTH OF THE NORTH END AND ABOUT 1 FOOT BELOW THE LEVEL
 KY0175'OF THE TRACK.  THE MARK IS A COPPER BOLT CEMENTED IN A DRILLED HOLE.
 KY0175'NOTE-- THE RAILROAD STATION WAS TORN DOWN AND THE FONTANA COAL
 KY0175'CO. OCCUPIES THE LOCATION WHERE THE OLD STATION USE TO BE.
 KY0175
 KY0175                          STATION RECOVERY (1997)
 KY0175
 KY0175'RECOVERY NOTE BY US POWER SQUADRON 1997
 KY0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0178 ***********************************************************************
 KY0178  DESIGNATION -  BO 355
 KY0178  PID         -  KY0178
 KY0178  STATE/COUNTY-  PA/LAWRENCE
 KY0178  USGS QUAD   -  NEW CASTLE SOUTH (1990)
 KY0178
 KY0178                         *CURRENT SURVEY CONTROL
 KY0178  ___________________________________________________________________
 KY0178* NAD 83(1986)-  40 54 46.     (N)    080 21 22.     (W)     SCALED    
 KY0178* NAVD 88     -       245.165  (meters)     804.35   (feet)  ADJUSTED  
 KY0178  ___________________________________________________________________
 KY0178  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KY0178  DYNAMIC HT  -         245.044 (meters)     803.95  (feet)  COMP
 KY0178  MODELED GRAV-     980,122.7   (mgal)                       NAVD 88
 KY0178
 KY0178  VERT ORDER  -  FIRST     CLASS II
 KY0178
 KY0178.The horizontal coordinates were scaled from a topographic map and have
 KY0178.an estimated accuracy of +/- 6 seconds.
 KY0178
 KY0178.The orthometric height was determined by differential leveling
 KY0178.and adjusted by the National Geodetic Survey in June 1991..
 KY0178
 KY0178.The geoid height was determined by GEOID03.
 KY0178
 KY0178.The dynamic height is computed by dividing the NAVD 88
 KY0178.geopotential number by the normal gravity value computed on the
 KY0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0178.degrees latitude (g = 980.6199 gals.).
 KY0178
 KY0178.The modeled gravity was interpolated from observed gravity values.
 KY0178
 KY0178;                    North         East    Units  Estimated Accuracy
 KY0178;SPC PA S     -   178,620.      380,480.      MT  (+/- 180 meters Scaled)
 KY0178
 KY0178                          SUPERSEDED SURVEY CONTROL
 KY0178
 KY0178  NGVD 29 (??/??/92)  245.306  (m)          804.81   (f) ADJ UNCH    1 2
 KY0178
 KY0178.Superseded values are not recommended for survey control.
 KY0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0178.See file dsdata.txt to determine how the superseded data were derived.
 KY0178
 KY0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF542292(NAD 83)
 KY0178_MARKER: B = BOLT
 KY0178_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0178_SP_SET: ABUTMENT
 KY0178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0178
 KY0178  HISTORY     - Date     Condition        Report By
 KY0178  HISTORY     - UNK      MONUMENTED       BORR
 KY0178  HISTORY     - 1950     GOOD             NGS
 KY0178
 KY0178                          STATION DESCRIPTION
 KY0178
 KY0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY0178'2.3 MI NW FROM CHEWTON.
 KY0178'ABOUT 2.3 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY0178'FROM THE STATE HIGHWAY 288 OVERPASS AT CHEWTON, IN BRIDGE 366 WHICH
 KY0178'IS A OVERPASS OVER A ROAD.  IT IS IN THE TOP AND NORTHEAST END OF
 KY0178'THE NORTHWEST ABUTMENT, 10 FEET NORTHEAST OF THE NORTHEAST RAIL
 KY0178'AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.  THE MARK IS
 KY0178'A COPPER BOLT CEMENTED IN A DRILLED HOLE.  THIS MARK CAN ALSO BE
 KY0178'REACHED BY GOING 1.25 MILES SOUTHEAST ALONG THE B AND O FROM THE
 KY0178'OVERPASS AT WEST PITTSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0181 ***********************************************************************
 KY0181  DESIGNATION -  BO 356 RESET
 KY0181  PID         -  KY0181
 KY0181  STATE/COUNTY-  PA/LAWRENCE
 KY0181  USGS QUAD   -  NEW CASTLE SOUTH (1990)
 KY0181
 KY0181                         *CURRENT SURVEY CONTROL
 KY0181  ___________________________________________________________________
 KY0181* NAD 83(1986)-  40 55 40.     (N)    080 22 00.     (W)     SCALED    
 KY0181* NAVD 88     -       244.662  (meters)     802.70   (feet)  ADJUSTED  
 KY0181  ___________________________________________________________________
 KY0181  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KY0181  DYNAMIC HT  -         244.541 (meters)     802.30  (feet)  COMP
 KY0181  MODELED GRAV-     980,126.1   (mgal)                       NAVD 88
 KY0181
 KY0181  VERT ORDER  -  FIRST     CLASS II
 KY0181
 KY0181.The horizontal coordinates were scaled from a topographic map and have
 KY0181.an estimated accuracy of +/- 6 seconds.
 KY0181
 KY0181.The orthometric height was determined by differential leveling
 KY0181.and adjusted by the National Geodetic Survey in June 1991..
 KY0181
 KY0181.The geoid height was determined by GEOID03.
 KY0181
 KY0181.The dynamic height is computed by dividing the NAVD 88
 KY0181.geopotential number by the normal gravity value computed on the
 KY0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0181.degrees latitude (g = 980.6199 gals.).
 KY0181
 KY0181.The modeled gravity was interpolated from observed gravity values.
 KY0181
 KY0181;                    North         East    Units  Estimated Accuracy
 KY0181;SPC PA S     -   180,310.      379,640.      MT  (+/- 180 meters Scaled)
 KY0181
 KY0181                          SUPERSEDED SURVEY CONTROL
 KY0181
 KY0181  NGVD 29 (??/??/92)  244.804  (m)          803.16   (f) ADJ UNCH    1 2
 KY0181
 KY0181.Superseded values are not recommended for survey control.
 KY0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0181.See file dsdata.txt to determine how the superseded data were derived.
 KY0181
 KY0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF533309(NAD 83)
 KY0181_MARKER: B = BOLT
 KY0181_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0181_SP_SET: PIER
 KY0181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0181
 KY0181  HISTORY     - Date     Condition        Report By
 KY0181  HISTORY     - UNK      MONUMENTED       BORR
 KY0181  HISTORY     - 1950     GOOD             NGS
 KY0181  HISTORY     - 19970903 GOOD             USPSQD
 KY0181
 KY0181                          STATION DESCRIPTION
 KY0181
 KY0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY0181'AT WEST PITTSBURG.
 KY0181'AT WEST PITTSBURG, IN BRIDGE 366 1/2 A WHICH IS A ROAD OVERPASS
 KY0181'OVER THE TRACKS, IT IS IN THE TOP AND NORTH END OF THE CENTER
 KY0181'PIER OF THE BRIDGE.  THE MARK IS A COPPER BOLT PROJECTING 1
 KY0181'INCH AND CEMENTED IN A DRILLED HOLE.  NOTE-- THIS IS NOT THE
 KY0181'ORIGINAL MARK AS THE BRIDGE HAS BEEN REBUILT SINCE THE ORIGINAL
 KY0181'MARK WAS ESTABLISHED.
 KY0181
 KY0181                          STATION RECOVERY (1997)
 KY0181
 KY0181'RECOVERY NOTE BY US POWER SQUADRON 1997
 KY0181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2954 ***********************************************************************
 KW2954  DESIGNATION -  BOALS
 KW2954  PID         -  KW2954
 KW2954  STATE/COUNTY-  PA/CENTRE
 KW2954  USGS QUAD   -  JULIAN (1994)
 KW2954
 KW2954                         *CURRENT SURVEY CONTROL
 KW2954  ___________________________________________________________________
 KW2954* NAD 83(1992)-  40 46 16.34482(N)    077 56 39.04152(W)     ADJUSTED  
 KW2954* NAVD 88     -       453.     (meters)    1486.     (feet)  SCALED    
 KW2954  ___________________________________________________________________
 KW2954  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 KW2954  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KW2954
 KW2954  HORZ ORDER  -  FIRST
 KW2954
 KW2954.The horizontal coordinates were established by classical geodetic methods
 KW2954.and adjusted by the National Geodetic Survey in June 2002..
 KW2954
 KW2954.The orthometric height was scaled from a topographic map.
 KW2954
 KW2954.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2954
 KW2954.The geoid height was determined by GEOID03.
 KW2954
 KW2954;                    North         East     Units Scale Factor Converg.
 KW2954;SPC PA N     -    67,155.264   583,606.105   MT  1.00001999   -0 07 42.4
 KW2954;SPC PA N     -   220,325.23  1,914,714.36   sFT  1.00001999   -0 07 42.4
 KW2954;SPC PA S     -   159,674.764   583,606.840   MT  0.99997511   -0 07 33.5
 KW2954;SPC PA S     -   523,866.29  1,914,716.77   sFT  0.99997511   -0 07 33.5
 KW2954;UTM  18      - 4,517,530.458   251,519.581   MT  1.00036002   -1 55 25.1
 KW2954;UTM  17      - 4,517,852.981   757,904.130   MT  1.00041877   +1 59 48.0
 KW2954
 KW2954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2954!SPC PA N     -   0.99993419  x   1.00001999  =   0.99995418
 KW2954!SPC PA S     -   0.99993419  x   0.99997511  =   0.99990930
 KW2954!UTM  18      -   0.99993419  x   1.00036002  =   1.00029418
 KW2954!UTM  17      -   0.99993419  x   1.00041877  =   1.00035293
 KW2954
 KW2954:                Primary Azimuth Mark                     Grid Az
 KW2954:SPC PA N     -  STATE COLLEGE WATER TOWER DOME           065 18 41.4
 KW2954:SPC PA S     -  STATE COLLEGE WATER TOWER DOME           065 18 32.5
 KW2954:UTM  18      -  STATE COLLEGE WATER TOWER DOME           067 06 24.1
 KW2954:UTM  17      -  STATE COLLEGE WATER TOWER DOME           063 11 11.0
 KW2954
 KW2954|---------------------------------------------------------------------|
 KW2954| PID    Reference Object                     Distance      Geod. Az  |
 KW2954|                                                           dddmmss.s |
 KW2954| KW2950 STATE COLLEGE WATER TOWER DOME      APPROX. 6.9 KM 0651059.0 |
 KW2954| KW2952 STATE COLLEGE CLOCKTOWER            APPROX. 7.4 KM 0674628.6 |
 KW2954| KW2951 STATE COLLEGE WATER TANK            APPROX. 6.5 KM 0770556.2 |
 KW2954| CK6701 BOALS RM 1                           18.322 METERS 11639     |
 KW2954| KW2935 FIRE TOWER                          APPROX. 9.8 KM 1900537.4 |
 KW2954| CK6702 BOALS RM 2                           20.705 METERS 24953     |
 KW2954| KX2167 RATTLESNAKE FIRE TOWER              APPROX.16.9 KM 3404654.8 |
 KW2954| KW2959 AIRWAY BEACON NO 51B                APPROX.17.5 KM 3531147.5 |
 KW2954|---------------------------------------------------------------------|
 KW2954
 KW2954                          SUPERSEDED SURVEY CONTROL
 KW2954
 KW2954  NAD 83(1986)-  40 46 16.34431(N)    077 56 39.04636(W) AD(       ) 1
 KW2954  NAD 27      -  40 46 16.12700(N)    077 56 40.03800(W) AD(       ) 1
 KW2954
 KW2954.Superseded values are not recommended for survey control.
 KW2954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2954.See file dsdata.txt to determine how the superseded data were derived.
 KW2954
 KW2954_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL5152017530(NAD 83)
 KW2954_MARKER: DS = TRIANGULATION STATION DISK
 KW2954_SETTING: 80 = SET IN A BOULDER
 KW2954_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KW2954
 KW2954  HISTORY     - Date     Condition        Report By
 KW2954  HISTORY     - 1938     MONUMENTED       CGS
 KW2954  HISTORY     - 1976     GOOD             PADT
 KW2954
 KW2954                          STATION DESCRIPTION
 KW2954
 KW2954'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 KW2954'STATION IS ON HIGHEST POINT OF GATESBURG RIDGE, AT EASTERN EDGE OF
 KW2954'SECTION KNOWN AS BARRENS, ABOUT 4-3/4 MILES SW OF STATE COLLEGE,
 KW2954'3-1/2 MILES NW OF PINE GROVE MILLS, AND ON PROPERTY OF COLONEL BOLES
 KW2954'WHO LIVES IN BOLESBURG.  STATION IS IN A LARGE OUTCROPPING BOULDER,
 KW2954'PROJECTING 1 FOOT ABOVE SURFACE, IN A SMALL CLEARING SURROUNDED BY
 KW2954'SMALL OAK AND POPLAR, 18 FEET E OF 6-INCH TRIANGLE-BLAZED WHITE PINE,
 KW2954'AND 33 FEET NE OF A 5-INCH OAK TREE.  MARK WAS SET IN 1935 BY J.
 KW2954'BOWIE, JR. BUT WAS NOT OCCUPIED.  IT IS NOW STAMPED BOALS 1935 1938.
 KW2954'
 KW2954'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN A BOULDER
 KW2954'AND OUTCROPPING BEDROCK.
 KW2954'
 KW2954'REFERENCE MARK NO. 1 IS IN A BOULDER FLUSH WITH GROUND, 18.322 METERS
 KW2954'(60.108 FEET) E OF STATION, AND STAMPED BOALS NO.  1 1938.  REFERENCE
 KW2954'MARK NO. 2 IS IN A BOULDER PROJECTING 6 INCHES ABOVE SURFACE, 20.705
 KW2954'METERS (67.930 FEET) WSW OF STATION, AND STAMPED BOALS 1935 1938
 KW2954'NO. 2.
 KW2954'
 KW2954'DOME ON WATER TOWER AT STATE COLLEGE IS SUITABLE FOR AZIMUTH, BUT A
 KW2954'25-FOOT TOWER IS NEEDED TO SEE OVER LOCAL TREES.
 KW2954'
 KW2954'TO REACH STATION FROM STATE COLLEGE (JUNCTION OF PA. 45 AND U.S. 322)
 KW2954'GO S ON 45, 1.9 MILES TO A GRAVEL ROAD R ON A SHARP CURVE, TURN
 KW2954'R 0.5 MILE, TURN L AND GO 1.35 MILES TO SIGN NIXON FARM, TURN R AND
 KW2954'GO 0.3 MILE, TURN L AND GO 0.6 MILE TO NIXON FARM.  PASS BETWEEN
 KW2954'HOUSE AND BARN AND CONTINUE ON FARM ROAD 0.4 MILE TO EDGE OF TIMBER,
 KW2954'TURN L ALONG TIMBER 25 YARDS, THEN R ON WOODS ROAD 0.2 MILE TO
 KW2954'TRIANGLE-BLAZED TREE, TURN L AND CONTINUE ABOUT 0.2 MILE TO TOP OF
 KW2954'RIDGE, TURN R AND FOLLOW CLEARED TRAIL TO STATION.
 KW2954'
 KW2954'37-FOOT TOWER NEEDED TO CLEAR ALL LINES.
 KW2954'
 KW2954'HEIGHT OF LIGHT ABOVE STATION MARK - 14.3 METERS.
 KW2954
 KW2954                          STATION RECOVERY (1976)
 KW2954
 KW2954'RECOVERY NOTE BY PA DEPT OF TRANSP 1976 (EEB)
 KW2954'BOALS 1935 1938 RECOVERED GOOD.
 KW2954'
 KW2954'RM NO 1 RECOVERED GOOD.
 KW2954'
 KW2954'DISTANCE AND DIRECTION FROM NEAREST TOWN--4-3/4 MILES SW STATE
 KW2954'COLLEGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1846 ***********************************************************************
 KW1846  DESIGNATION -  BOARD
 KW1846  PID         -  KW1846
 KW1846  STATE/COUNTY-  PA/PERRY
 KW1846  USGS QUAD   -  DUNCANNON (1984)
 KW1846
 KW1846                         *CURRENT SURVEY CONTROL
 KW1846  ___________________________________________________________________
 KW1846* NAD 83(1992)-  40 28 33.63084(N)    077 02 17.08332(W)     ADJUSTED  
 KW1846* NAVD 88     -       144.739  (meters)     474.86   (feet)  ADJUSTED  
 KW1846  ___________________________________________________________________
 KW1846  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 KW1846  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KW1846  DYNAMIC HT  -         144.670 (meters)     474.64  (feet)  COMP
 KW1846  MODELED GRAV-     980,145.9   (mgal)                       NAVD 88
 KW1846
 KW1846  HORZ ORDER  -  SECOND
 KW1846  VERT ORDER  -  SECOND    CLASS 0
 KW1846
 KW1846.The horizontal coordinates were established by classical geodetic methods
 KW1846.and adjusted by the National Geodetic Survey in June 2002..
 KW1846
 KW1846.The orthometric height was determined by differential leveling
 KW1846.and adjusted by the National Geodetic Survey in June 1991..
 KW1846
 KW1846.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW1846
 KW1846.The geoid height was determined by GEOID03.
 KW1846
 KW1846.The dynamic height is computed by dividing the NAVD 88
 KW1846.geopotential number by the normal gravity value computed on the
 KW1846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1846.degrees latitude (g = 980.6199 gals.).
 KW1846
 KW1846.The modeled gravity was interpolated from observed gravity values.
 KW1846
 KW1846;                    North         East     Units Scale Factor Converg.
 KW1846;SPC PA S     -   127,120.425   660,366.377   MT  0.99995960   +0 27 42.8
 KW1846;SPC PA S     -   417,060.93  2,166,552.02   sFT  0.99995960   +0 27 42.8
 KW1846;UTM  18      - 4,482,586.708   327,238.421   MT  0.99996740   -1 19 23.9
 KW1846
 KW1846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW1846!SPC PA S     -   0.99998262  x   0.99995960  =   0.99994222
 KW1846!UTM  18      -   0.99998262  x   0.99996740  =   0.99995002
 KW1846
 KW1846:                Primary Azimuth Mark                     Grid Az
 KW1846:SPC PA S     -  BOARD AZ MK                              138 47 09.1
 KW1846:UTM  18      -  BOARD AZ MK                              140 34 15.8
 KW1846
 KW1846|---------------------------------------------------------------------|
 KW1846| PID    Reference Object                     Distance      Geod. Az  |
 KW1846|                                                           dddmmss.s |
 KW1846| CK6703 BOARD AZ MK                                        1391451.9 |
 KW1846| KW1845 BOARD RM 2                            3.911 METERS 22556     |
 KW1846| KW1847 BOARD RM 1                            3.786 METERS 33626     |
 KW1846|---------------------------------------------------------------------|
 KW1846
 KW1846                          SUPERSEDED SURVEY CONTROL
 KW1846
 KW1846  NAD 83(1986)-  40 28 33.63148(N)    077 02 17.08378(W) AD(       ) 2
 KW1846  NAD 27      -  40 28 33.33015(N)    077 02 18.16297(W) AD(       ) 2
 KW1846  NGVD 29 (??/??/??)  144.972  (m)          475.63   (f) ADJUSTED    2 0
 KW1846
 KW1846.Superseded values are not recommended for survey control.
 KW1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1846.See file dsdata.txt to determine how the superseded data were derived.
 KW1846
 KW1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK2723882587(NAD 83)
 KW1846_MARKER: DE = TRAVERSE STATION DISK
 KW1846_SETTING: 66 = SET IN ROCK OUTCROP
 KW1846_SP_SET: ROCK OUTCROP
 KW1846_STAMPING: BOARD 1966
 KW1846_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW1846+STABILITY: POSITION/ELEVATION WELL
 KW1846_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1846+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2004
 KW1846
 KW1846  HISTORY     - Date     Condition        Report By
 KW1846  HISTORY     - 1966     MONUMENTED       CGS
 KW1846  HISTORY     - 1966     GOOD             CGS
 KW1846  HISTORY     - 1977     GOOD             NGS
 KW1846  HISTORY     - 1977     GOOD             NGS
 KW1846  HISTORY     - 20040913 GOOD             GEOCAC
 KW1846
 KW1846                          STATION DESCRIPTION
 KW1846
 KW1846'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW1846'THE STATION IS LOCATED ABOUT 5-1/2 MILES EAST OF NEWPORT, ABOUT 5
 KW1846'MILES NORTH-NORTHWEST OF DUNCANNON AND ABOUT 3-1/2 MILES
 KW1846'NORTHWEST OF AMITY HALL.  IT IS ON A HIGH CUT BANK OVERLOOKING THE
 KW1846'JUNIATA RIVER AND IT IS ON ROAD RIGHT OF WAY.
 KW1846'
 KW1846'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 11, 15,
 KW1846'22 AND 322 AT AMITY HALL, GO NORTHWEST ON U.S.  HIGHWAYS 22 AND
 KW1846'322 FOR 3.5 MILES TO THE AZIMUTH MARK ON THE LEFT, JUST NORTHEAST OF
 KW1846'THE EAST BOUND LANE OF U.S.  HIGHWAYS 22 AND 322.  CONTINUE
 KW1846'NORTHWEST ON U.S. HIGHWAYS 22 AND 322 FOR 0.6 MILE TO THE HIGH CUT
 KW1846'BANK ON THE RIGHT AND THE STATION ON THE TOP OF THE CUT BANK.
 KW1846'
 KW1846'THE STATION MARK IS 84 FEET NORTHEAST OF THE CENTER LINE OF THE WEST
 KW1846'BOUND LANE OF U.S. HIGHWAYS 22 AND 322, 9.8 FEET NORTHEAST OF A
 KW1846'WITNESS POST AND 7 FEET NORTHWEST OF A 18-INCH OAK TREE WITH A
 KW1846'TRIANGLE BLAZE.  THE MARK IS A TRAVERSE DISK CEMENTED IN A DRILL
 KW1846'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 1 FOOT AND IT IS STAMPED
 KW1846'BOARD 1966.
 KW1846'
 KW1846'REFERENCE MARK NO. 1 IS 92.6 FEET NORTHEAST OF THE CENTER LINE OF THE
 KW1846'WEST BOUND LANE OF U.S. HIGHWAYS 22 AND 322, 21.7 FEET NORTH OF THE
 KW1846'WITNESS POST AND 19 FEET NORTHWEST OF THE 18-INCH OAK TREE WITH THE
 KW1846'TRIANGLE BLAZE.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILL
 KW1846'HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE SURFACE AND IT IS
 KW1846'STAMPED BOARD NO 1 1966.
 KW1846'
 KW1846'REFERENCE MARK NO. 2 IS 72.5 FEET NORTHEAST OF THE CENTER LINE OF THE
 KW1846'WEST BOUND LANE OF U.S. HIGHWAYS 22 AND 322, 15 FEET WEST OF THE
 KW1846'18-INCH OAK TREE WITH THE TRIANGLE BLAZE AND 8.8 FEET WEST OF THE
 KW1846'WITNESS POST.  THE MARK IS A STANDARD DISK CEMENTED IN A
 KW1846'DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE SURFACE AND
 KW1846'IT IS STAMPED BOARD NO 2 1966.
 KW1846'
 KW1846'THE AZIMUTH MARK IS 27.7 FEET NORTHEAST OF THE CENTER LINE OF THE
 KW1846'EAST BOUND LANE OF U.S. HIGHWAYS 22 AND 322, 4.0 FEET NORTH OF A
 KW1846'WITNESS POST AND 2.8 FEET SOUTH OF THE NORTH EDGE OF A CATCH BASIN.
 KW1846'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE SOUTH
 KW1846'EDGE OF THE CATCH BASIN.  THE DISK IS FLUSH WITH THE SURFACE AND IT
 KW1846'IS STAMPED BOARD 1966.
 KW1846
 KW1846                          STATION RECOVERY (1966)
 KW1846
 KW1846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KW1846'4.2 MI NW FROM AMITY HALL.
 KW1846'ABOUT 4.2 MILES NORTHWEST ALONG U.S. HIGHWAY 22 AND 322 FROM ITS
 KW1846'JUNCTION WITH U.S. HIGHWAY 11 AND 15 IN AMITY HALL, 4.3 MILES
 KW1846'SOUTHEAST OF NEWPORT, 12.83 FEET NORTHEAST OF RM 2, 12.42 FEET
 KW1846'SOUTHEAST OF RM 1, 84 FEET NORTHEAST OF THE CENTERLINE OF THE WEST
 KW1846'BOUND LANE OF HIGHWAY, 9.8 FEET NORTHEAST OF A METAL WITNESS
 KW1846'SIGN, 7 FEET NORTHWEST OF A 18-INCH OAK TREE WITH A TRIANGULAR
 KW1846'BLAZE, SET IN THE TOP OF AN OUTCROP OF BEDROCK WHICH IS ON THE TOP
 KW1846'OF A HIGHWAY CUT, THE OUTCROP OF BEDROCK PROJECTS 1 FOOT AND IS
 KW1846'ABOUT 22 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 KW1846
 KW1846                          STATION RECOVERY (1977)
 KW1846
 KW1846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KW1846'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 KW1846'CONDITION AS PREVIOUSLY DESCRIBED.  NO OBSERVATIONS WERE TAKEN AT
 KW1846'THIS TIME.
 KW1846'
 KW1846'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 KW1846'NORTHWEST OF AMITY HALL.
 KW1846
 KW1846                          STATION RECOVERY (1977)
 KW1846
 KW1846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KW1846'RECOVERED IN GOOD CONDITION.
 KW1846
 KW1846                          STATION RECOVERY (2004)
 KW1846
 KW1846'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1846'STATION AND REFERENCE MARKS FOUND AS DESCRIBED. 18-INCH OAK TREE IS
 KW1846'NOW A 2 FOOT WIDE BY 10 INCH HIGH STUMP. AZIMUTH MARK SEARCHED FOR BUT
 KW1846'NOT LOCATED--MOST CATCH BASINS ALONG THIS HIGHWAY HAVE BEEN REPLACED
 KW1846'OR MODIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1847 ***********************************************************************
 KW1847  DESIGNATION -  BOARD RM 1
 KW1847  PID         -  KW1847
 KW1847  STATE/COUNTY-  PA/PERRY
 KW1847  USGS QUAD   -  DUNCANNON (1984)
 KW1847
 KW1847                         *CURRENT SURVEY CONTROL
 KW1847  ___________________________________________________________________
 KW1847* NAD 83(1986)-  40 28 33.     (N)    077 02 17.     (W)     SCALED    
 KW1847* NAVD 88     -       144.985  (meters)     475.67   (feet)  ADJUSTED  
 KW1847  ___________________________________________________________________
 KW1847  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KW1847  DYNAMIC HT  -         144.916 (meters)     475.45  (feet)  COMP
 KW1847  MODELED GRAV-     980,145.9   (mgal)                       NAVD 88
 KW1847
 KW1847  VERT ORDER  -  SECOND    CLASS 0
 KW1847
 KW1847.The horizontal coordinates were scaled from a topographic map and have
 KW1847.an estimated accuracy of +/- 6 seconds.
 KW1847
 KW1847.The orthometric height was determined by differential leveling
 KW1847.and adjusted by the National Geodetic Survey in June 1991..
 KW1847
 KW1847.The geoid height was determined by GEOID03.
 KW1847
 KW1847.The dynamic height is computed by dividing the NAVD 88
 KW1847.geopotential number by the normal gravity value computed on the
 KW1847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1847.degrees latitude (g = 980.6199 gals.).
 KW1847
 KW1847.The modeled gravity was interpolated from observed gravity values.
 KW1847
 KW1847;                    North         East    Units  Estimated Accuracy
 KW1847;SPC PA S     -   127,100.      660,370.      MT  (+/- 180 meters Scaled)
 KW1847
 KW1847                          SUPERSEDED SURVEY CONTROL
 KW1847
 KW1847  NGVD 29 (??/??/??)  145.218  (m)          476.44   (f) ADJUSTED    2 0
 KW1847
 KW1847.Superseded values are not recommended for survey control.
 KW1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1847.See file dsdata.txt to determine how the superseded data were derived.
 KW1847
 KW1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK272825(NAD 83)
 KW1847_MARKER: DR = REFERENCE MARK DISK
 KW1847_SETTING: 66 = SET IN ROCK OUTCROP
 KW1847_SP_SET: ROCK OUTCROP
 KW1847_STAMPING: BOARD NO 1 1966
 KW1847_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW1847+STABILITY: POSITION/ELEVATION WELL
 KW1847_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1847+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2004
 KW1847
 KW1847  HISTORY     - Date     Condition        Report By
 KW1847  HISTORY     - 1966     MONUMENTED       CGS
 KW1847  HISTORY     - 1977     GOOD             NGS
 KW1847  HISTORY     - 20040913 GOOD             GEOCAC
 KW1847
 KW1847                          STATION DESCRIPTION
 KW1847
 KW1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1847'4.2 MI NW FROM AMITY HALL.
 KW1847'AT THE BOARD STATION SITE-- 12.42 FEET NORTHWEST OF THE STATION,
 KW1847'92.6 FEET NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANE OF
 KW1847'HIGHWAY, 21.7 FEET NORTH OF THE METAL WITNESS SIGN, 19 FEET
 KW1847'NORTHWEST OF THE 18-INCH OAK TREE, SET IN THE TOP OF AN OUTCROP
 KW1847'OF BEDROCK, FLUSH, AND IS ABOUT 2 FEET ABOVE THE STATION.
 KW1847
 KW1847                          STATION RECOVERY (1977)
 KW1847
 KW1847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KW1847'RECOVERED IN GOOD CONDITION.
 KW1847
 KW1847                          STATION RECOVERY (2004)
 KW1847
 KW1847'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1845 ***********************************************************************
 KW1845  DESIGNATION -  BOARD RM 2
 KW1845  PID         -  KW1845
 KW1845  STATE/COUNTY-  PA/PERRY
 KW1845  USGS QUAD   -  DUNCANNON (1984)
 KW1845
 KW1845                         *CURRENT SURVEY CONTROL
 KW1845  ___________________________________________________________________
 KW1845* NAD 83(1986)-  40 28 33.     (N)    077 02 17.     (W)     SCALED    
 KW1845* NAVD 88     -       143.826  (meters)     471.87   (feet)  ADJUSTED  
 KW1845  ___________________________________________________________________
 KW1845  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KW1845  DYNAMIC HT  -         143.758 (meters)     471.65  (feet)  COMP
 KW1845  MODELED GRAV-     980,145.9   (mgal)                       NAVD 88
 KW1845
 KW1845  VERT ORDER  -  SECOND    CLASS 0
 KW1845
 KW1845.The horizontal coordinates were scaled from a topographic map and have
 KW1845.an estimated accuracy of +/- 6 seconds.
 KW1845
 KW1845.The orthometric height was determined by differential leveling
 KW1845.and adjusted by the National Geodetic Survey in June 1991..
 KW1845
 KW1845.The geoid height was determined by GEOID03.
 KW1845
 KW1845.The dynamic height is computed by dividing the NAVD 88
 KW1845.geopotential number by the normal gravity value computed on the
 KW1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1845.degrees latitude (g = 980.6199 gals.).
 KW1845
 KW1845.The modeled gravity was interpolated from observed gravity values.
 KW1845
 KW1845;                    North         East    Units  Estimated Accuracy
 KW1845;SPC PA S     -   127,100.      660,370.      MT  (+/- 180 meters Scaled)
 KW1845
 KW1845                          SUPERSEDED SURVEY CONTROL
 KW1845
 KW1845  NGVD 29 (??/??/??)  144.059  (m)          472.63   (f) ADJUSTED    2 0
 KW1845
 KW1845.Superseded values are not recommended for survey control.
 KW1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1845.See file dsdata.txt to determine how the superseded data were derived.
 KW1845
 KW1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK272825(NAD 83)
 KW1845_MARKER: DR = REFERENCE MARK DISK
 KW1845_SETTING: 66 = SET IN ROCK OUTCROP
 KW1845_SP_SET: ROCK OUTCROP
 KW1845_STAMPING: BOARD NO 2 1966
 KW1845_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW1845+STABILITY: POSITION/ELEVATION WELL
 KW1845_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1845+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2004
 KW1845
 KW1845  HISTORY     - Date     Condition        Report By
 KW1845  HISTORY     - 1966     MONUMENTED       CGS
 KW1845  HISTORY     - 1977     GOOD             NGS
 KW1845  HISTORY     - 20040913 GOOD             GEOCAC
 KW1845
 KW1845                          STATION DESCRIPTION
 KW1845
 KW1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1845'4.2 MI NW FROM AMITY HALL.
 KW1845'AT THE BOARD STATION SITE-- 12.83 FEET SOUTHWEST OF THE STATION,
 KW1845'20.78 FEET SOUTHWEST OF RM 1, 72.5 FEET NORTHEAST OF THE CENTERLINE
 KW1845'OF THE WEST BOUND LANE OF HIGHWAY, 15 FEET WEST OF THE 18-INCH
 KW1845'OAK TREE, 8.8 FEET WEST OF A METAL WITNESS SIGN, SET IN THE TOP
 KW1845'OF AN OUTCROP OF BEDROCK, FLUSH, AND IS ABOUT 2 FEET BELOW THE
 KW1845'STATION.
 KW1845
 KW1845                          STATION RECOVERY (1977)
 KW1845
 KW1845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KW1845'RECOVERED IN GOOD CONDITION.
 KW1845
 KW1845                          STATION RECOVERY (2004)
 KW1845
 KW1845'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU4497 ***********************************************************************
 JU4497  DESIGNATION -  BOATHOUSE
 JU4497  PID         -  JU4497
 JU4497  STATE/COUNTY-  PA/PHILADELPHIA
 JU4497  USGS QUAD   -  PHILADELPHIA (1994)
 JU4497
 JU4497                         *CURRENT SURVEY CONTROL
 JU4497  ___________________________________________________________________
 JU4497* NAD 83(1996)-  39 58 12.33401(N)    075 11 31.75842(W)     ADJUSTED  
 JU4497* NAVD 88     -         6.6    (meters)      22.     (feet)  GPS OBS   
 JU4497  ___________________________________________________________________
 JU4497  X           -   1,251,009.266 (meters)                     COMP
 JU4497  Y           -  -4,732,256.402 (meters)                     COMP
 JU4497  Z           -   4,075,424.230 (meters)                     COMP
 JU4497  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 JU4497  ELLIP HEIGHT-         -26.40  (meters)          (08/10/01) GPS OBS
 JU4497  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JU4497
 JU4497  HORZ ORDER  -  FIRST
 JU4497  ELLP ORDER  -  FOURTH    CLASS II
 JU4497
 JU4497.The horizontal coordinates were established by GPS observations
 JU4497.and adjusted by the National Geodetic Survey in May 1999..
 JU4497
 JU4497.The orthometric height was determined by GPS observations and a
 JU4497.high-resolution geoid model.
 JU4497
 JU4497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4497
 JU4497.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4497
 JU4497.The ellipsoidal height was determined by GPS observations
 JU4497.and is referenced to NAD 83.
 JU4497
 JU4497.The geoid height was determined by GEOID03.
 JU4497
 JU4497;                    North         East     Units Scale Factor Converg.
 JU4497;SPC PA S     -    73,866.766   818,487.738   MT  0.99999446   +1 39 34.2
 JU4497;SPC PA S     -   242,344.55  2,685,321.85   sFT  0.99999446   +1 39 34.2
 JU4497;SPC NJ       -   126,423.435    90,874.086   MT  0.99994302   -0 26 40.7
 JU4497;SPC NJ       -   414,774.22    298,142.73   sFT  0.99994302   -0 26 40.7
 JU4497;UTM  18      - 4,424,455.495   483,590.538   MT  0.99960331   -0 07 24.4
 JU4497
 JU4497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4497!SPC PA S     -   1.00000414  x   0.99999446  =   0.99999860
 JU4497!SPC NJ       -   1.00000414  x   0.99994302  =   0.99994716
 JU4497!UTM  18      -   1.00000414  x   0.99960331  =   0.99960745
 JU4497
 JU4497                          SUPERSEDED SURVEY CONTROL
 JU4497
 JU4497  NAD 83(1992)-  39 58 12.33347(N)    075 11 31.75862(W) AD(       ) 1
 JU4497  ELLIP H (06/28/94)  -26.45   (m)                       GP(       ) 4 1
 JU4497
 JU4497.Superseded values are not recommended for survey control.
 JU4497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4497.See file dsdata.txt to determine how the superseded data were derived.
 JU4497
 JU4497_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8359124455(NAD 83)
 JU4497_MARKER: DD = SURVEY DISK
 JU4497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4497_SP_SET: CONCRETE POST
 JU4497_STAMPING: BOATHOUSE 1993
 JU4497_MARK LOGO: PA6540
 JU4497_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JU4497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4497+STABILITY: SURFACE MOTION
 JU4497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4497+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2004
 JU4497
 JU4497  HISTORY     - Date     Condition        Report By
 JU4497  HISTORY     - 1993     MONUMENTED       PA6540
 JU4497  HISTORY     - 20040310 GOOD             DEWDAV
 JU4497
 JU4497                          STATION DESCRIPTION
 JU4497
 JU4497'DESCRIBED BY CITY OF PHILADELPHIA PENNSYLVANIA 1993
 JU4497'THE STATION IS LOCATED IN THE 24TH WARD OF THE CITY OF PHILADELPHIA,IN
 JU4497'WEST CENTRAL PHILADELPHIA, IN A MUNICIPAL PARK (FAIRMOUNT PARK). THE
 JU4497'STATION IS ON THE EAST SIDE OF THE WEST RIVER DRIVE AND ON THE WEST
 JU4497'SIDE OF THE SCHUYLKILL RIVER, BETWEEN THE RIVER AND THE SCHUYLKILL
 JU4497'EXPRESSWAY (I-76). THE STATION IS 0.3 MI (0.5 KM) SOUTH OF THE GIRARD
 JU4497'AVENUE BRIDGE ALONG WEST RIVER DRIVE, 31.2 FT (9.5 M) EAST OF THE
 JU4497'EAST CURB LINE OF WEST RIVER DRIVE, AND 50.4 FT (15.4 M) EAST OF
 JU4497'LIGHT STANDARD 027 IN A GRASSY AREA , APPROXIMATELY ON LINE BETWEEN
 JU4497'THE LIGHT STANDARD AND ONE LIBERTY PLACE). THE STATION IS IN A
 JU4497'CONCRETE MONUMENT, 0.3 FT (0.1 M) BELOW THE SURFACE. THE MARK IS A
 JU4497'CITY OF PHILADELPHIA HORIZONTAL CONTROL NETWORK BRASS DISC STAMPED
 JU4497'BOATHOUSE 1993.
 JU4497'TO REACH THE STATION FROM SOUTHBOUND I-76, EXIT I-76 EAST (SCHUYLKILL
 JU4497'EXPRESSWAY) AT THE MONTGOMERY AVENUE EXIT. TURN LEFT ONTO MONTGOMERY
 JU4497'DRIVE AT THE STOP SIGN AT THE FOOT OF THE RAMP, CROSS A TRAFFIC
 JU4497'LIGHT, AND GO 0.1 MI (0.2 KM) EAST ON MONTGOMERY DRIVE TO WEST RIVER
 JU4497'DRIVE. TURN RIGHT ONTO WEST RIVER DRIVE AND GO SOUTH FOR 1.75 MI
 JU4497'(2.82 KM) TO THE STATION.
 JU4497
 JU4497                          STATION RECOVERY (2004)
 JU4497
 JU4497'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (CSW)
 JU4497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1702 ***********************************************************************
 LZ1702  DESIGNATION -  BODINE
 LZ1702  PID         -  LZ1702
 LZ1702  STATE/COUNTY-  PA/LYCOMING
 LZ1702  USGS QUAD   -  TROUT RUN (1973)
 LZ1702
 LZ1702                         *CURRENT SURVEY CONTROL
 LZ1702  ___________________________________________________________________
 LZ1702* NAD 83(1992)-  41 28 40.16021(N)    077 00 10.24570(W)     ADJUSTED  
 LZ1702* NAVD 88     -       659.     (meters)    2162.     (feet)  SCALED    
 LZ1702  ___________________________________________________________________
 LZ1702  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 LZ1702  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 LZ1702
 LZ1702  HORZ ORDER  -  FIRST
 LZ1702
 LZ1702.The horizontal coordinates were established by classical geodetic methods
 LZ1702.and adjusted by the National Geodetic Survey in June 2002..
 LZ1702
 LZ1702.The orthometric height was scaled from a topographic map.
 LZ1702
 LZ1702.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1702
 LZ1702.The geoid height was determined by GEOID03.
 LZ1702
 LZ1702;                    North         East     Units Scale Factor Converg.
 LZ1702;SPC PA N     -   145,878.279   662,402.340   MT  0.99995739   +0 29 39.4
 LZ1702;SPC PA N     -   478,602.32  2,173,231.68   sFT  0.99995739   +0 29 39.4
 LZ1702;UTM  18      - 4,593,738.334   332,775.662   MT  0.99994414   -1 19 36.7
 LZ1702
 LZ1702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1702!SPC PA N     -   0.99990182  x   0.99995739  =   0.99985921
 LZ1702!UTM  18      -   0.99990182  x   0.99994414  =   0.99984596
 LZ1702
 LZ1702|---------------------------------------------------------------------|
 LZ1702| PID    Reference Object                     Distance      Geod. Az  |
 LZ1702|                                                           dddmmss.s |
 LZ1702| CK6705 BODINE RM 1                          24.139 METERS 08332     |
 LZ1702| CK6704 BODINE AZ MK                                       0974202.3 |
 LZ1702| CK6706 BODINE RM 2                          15.533 METERS 34102     |
 LZ1702|---------------------------------------------------------------------|
 LZ1702
 LZ1702                          SUPERSEDED SURVEY CONTROL
 LZ1702
 LZ1702  NAD 83(1986)-  41 28 40.15877(N)    077 00 10.24448(W) AD(       ) 1
 LZ1702  NAD 27      -  41 28 39.88400(N)    077 00 11.36260(W) AD(       ) 1
 LZ1702
 LZ1702.Superseded values are not recommended for survey control.
 LZ1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1702.See file dsdata.txt to determine how the superseded data were derived.
 LZ1702
 LZ1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL3277693738(NAD 83)
 LZ1702_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1702
 LZ1702  HISTORY     - Date     Condition        Report By
 LZ1702  HISTORY     - 1958     MONUMENTED       CGS
 LZ1702
 LZ1702                          STATION DESCRIPTION
 LZ1702
 LZ1702'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ1702'THE STATION IS APPROXIMATELY 7.0 MILES NORTHEAST OF TROUT RUN AND
 LZ1702'10.0 MILES SOUTHWEST OF ELLENTON AT THE SUMMIT OF BODINE
 LZ1702'MOUNTAIN ON STATE FOREST LAND.
 LZ1702'
 LZ1702'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 14 AND U.S. HIGHWAY 15 IN
 LZ1702'TROUT RUN, GO NORTHEASTERLY ON STATE HIGHWAY 14 FOR 3.75 MILES TO
 LZ1702'SIDE ROAD LEFT, 0.45 MILE AFTER CROSSING BRIDGE OVER GRAYS RUN CREEK,
 LZ1702'TURN LEFT ON GRAVEL ROAD AS PER SIGN GRAYS RUN ROAD, *AND GO 0.85
 LZ1702'MILE TO SIDE ROAD RIGHT AND SIGN BODINE MOUNTAIN ROAD, DEAD END, TURN
 LZ1702'RIGHT AND GO UPHILL ON BLADED ROAD FOR 3.65 MILES TO SUMMIT OF
 LZ1702'RIDGE AND STATION IN SMALL CLEARING ON LEFT MARKED BY TRIANGLE BLAZE
 LZ1702'ON TREE ON THE LEFT OF ROAD.
 LZ1702'
 LZ1702'STATION MARKS ARE STANDARD DISKS STAMPED BODINE 1958.  THE SURFACE
 LZ1702'DISK IS SET IN A SQUARE CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 LZ1702'THE GROUND.  IT IS 54 FEET WEST OF CENTER OF BLADED ROAD, 14 FEET
 LZ1702'NORTH-NORTHWEST OF A 6-INCH TREE WITH TRIANGULAR BLAZE, 17 FEET
 LZ1702'NORTHEAST OF AN 8-INCH TREE WITH TRIANGULAR BLAZE AND 20 FEET SOUTH
 LZ1702'OF A 6-INCH TREE WITH TRIANGULAR BLAZE.  A STANDARD WITNESS POST
 LZ1702'WAS SET 4 FEET SOUTH-SOUTHWEST OF THE MARK.  THE UNDERGROUND DISK IS
 LZ1702'SET IN AN IRREGULAR MASS OF CONCRETE 28 INCHES BELOW THE SURFACE OF
 LZ1702'THE GROUND.
 LZ1702'
 LZ1702'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BODINE NO 1 1958, IS
 LZ1702'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 LZ1702'3 FEET SOUTHWEST OF AN 8-INCH TREE WITH TRIANGULAR BLAZE AND 26 EAST
 LZ1702'OF CENTER OF BLADED ROAD.
 LZ1702'
 LZ1702'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BODINE NO 2 1958, IS
 LZ1702'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 LZ1702'4 FEET SOUTHWEST OF AN 8-INCH TREE WITH TRIANGULAR BLAZE AND 33 FEET
 LZ1702'NORTH-NORTHWEST OF A 6-INCH TREE WITH TRIANGULAR BLAZE.
 LZ1702'
 LZ1702'AZIMUTH MARK IS A STANDARD DISK STAMPED BODINE 1958, SET IN A SQUARE
 LZ1702'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 11 FEET WEST OF
 LZ1702'CENTER OF GRAVEL ROAD, 13 FEET NORTHEAST OF LONE TREE, 1 FOOT NORTH
 LZ1702'OF TELEPHONE LINE POLE AND 74 FEET NORTH OF THE NORTHEAST END OF
 LZ1702'STONE BRIDGE.  A STANDARD WITNESS POST WAS SET 1 FOOT SOUTH OF THE
 LZ1702'MARK.
 LZ1702'
 LZ1702'*TO REACH THE AZIMUTH MARK CONTINUE NORTHEASTERLY ON STATE HIGHWAY 14
 LZ1702'FOR 4.35 MILES TO SIDE ROAD RIGHT AT STONE BRIDGE AND SIGN PLEASANT
 LZ1702'STREAM ROAD, MASTEN, TURN RIGHT AND GO 0.2 MILE TO RAILROAD TRACKS,
 LZ1702'CROSS TRACKS AND GO 0.35 MILE TO CROSSROADS, TURN RIGHT ON GRAVEL
 LZ1702'ROAD AND GO 0.25 MILE TO THE MARK ON THE RIGHT JUST BEFORE REACHING
 LZ1702'STONE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1798 ***********************************************************************
 LZ1798  DESIGNATION -  BOGGS
 LZ1798  PID         -  LZ1798
 LZ1798  STATE/COUNTY-  PA/CLINTON
 LZ1798  USGS QUAD   -  RENOVO WEST (1986)
 LZ1798
 LZ1798                         *CURRENT SURVEY CONTROL
 LZ1798  ___________________________________________________________________
 LZ1798* NAD 83(1992)-  41 17 37.49414(N)    077 45 17.14250(W)     ADJUSTED  
 LZ1798* NAVD 88     -       638.6    (meters)    2095.     (feet)  VERTCON   
 LZ1798  ___________________________________________________________________
 LZ1798  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 LZ1798  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 LZ1798
 LZ1798  HORZ ORDER  -  THIRD
 LZ1798
 LZ1798.The horizontal coordinates were established by classical geodetic methods
 LZ1798.and adjusted by the National Geodetic Survey in June 2002..
 LZ1798
 LZ1798.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1798
 LZ1798.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1798
 LZ1798.The geoid height was determined by GEOID03.
 LZ1798
 LZ1798;                    North         East     Units Scale Factor Converg.
 LZ1798;SPC PA N     -   125,166.496   599,601.165   MT  0.99995916   -0 00 11.3
 LZ1798;SPC PA N     -   410,650.41  1,967,191.49   sFT  0.99995916   -0 00 11.3
 LZ1798;UTM  18      - 4,575,027.532   269,340.326   MT  1.00025483   -1 49 07.4
 LZ1798
 LZ1798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1798!SPC PA N     -   0.99990497  x   0.99995916  =   0.99986413
 LZ1798!UTM  18      -   0.99990497  x   1.00025483  =   1.00015977
 LZ1798
 LZ1798:                Primary Azimuth Mark                     Grid Az
 LZ1798:SPC PA N     -  RENOVO TV CORP MAST                      030 40 25.4
 LZ1798:UTM  18      -  RENOVO TV CORP MAST                      032 29 21.5
 LZ1798
 LZ1798|---------------------------------------------------------------------|
 LZ1798| PID    Reference Object                     Distance      Geod. Az  |
 LZ1798|                                                           dddmmss.s |
 LZ1798| LZ1776 RENOVO TV CORP MAST                 APPROX. 1.5 KM 0304014.1 |
 LZ1798| CK6708 BOGGS RM 1                           24.484 METERS 08645     |
 LZ1798| CK6707 BOGGS AZ MK                                        2622424.9 |
 LZ1798| CK6709 BOGGS RM 2                           24.864 METERS 26433     |
 LZ1798| LZ1796 BITUMEN                             APPROX. 9.2 KM 2694621.7 |
 LZ1798|---------------------------------------------------------------------|
 LZ1798
 LZ1798                          SUPERSEDED SURVEY CONTROL
 LZ1798
 LZ1798  NAD 83(1986)-  41 17 37.49210(N)    077 45 17.14191(W) AD(       ) 3
 LZ1798  NAD 27      -  41 17 37.25070(N)    077 45 18.18545(W) AD(       ) 3
 LZ1798  NGVD 29 (07/19/86)  638.8    (m)         2096.     (f) VERT ANG       
 LZ1798
 LZ1798.Superseded values are not recommended for survey control.
 LZ1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1798.See file dsdata.txt to determine how the superseded data were derived.
 LZ1798
 LZ1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL6934075028(NAD 83)
 LZ1798_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1798
 LZ1798  HISTORY     - Date     Condition        Report By
 LZ1798  HISTORY     - 1968     MONUMENTED       CGS
 LZ1798
 LZ1798                          STATION DESCRIPTION
 LZ1798
 LZ1798'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 LZ1798'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF HYNER, 4.5 MILES
 LZ1798'EAST OF WESTPORT AND 2 MILES SOUTH OF RENOVO.  IT IS ON A HIGH
 LZ1798'WOODED HILL IN THE SPROUL STATE FOREST.
 LZ1798'
 LZ1798'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 120 AND STATE
 LZ1798'HIGHWAY 144, IN RENOVO, GO SOUTH ON STATE HIGHWAY 144 FOR 0.2 MILE
 LZ1798'TO THE SOUTH END OF THE SUSQUEHANNA RIVER BRIDGE, TURN LEFT AND GO
 LZ1798'EAST FOR 0.05 MILE TO SECOND STREET, TURN RIGHT AND GO SOUTH FOR 0.05
 LZ1798'MILE TO STATE HIGHWAY 144, TURN RIGHT AND GO WEST ON STATE HIGHWAY
 LZ1798'144 FOR 0.3 MILE TO A FORK, TAKE THE LEFT FORK AND GO WEST,
 LZ1798'UPHILL, ON THE GRAVELED ROAD FOR 1.9 MILES TO A SIDE ROAD ON THE
 LZ1798'LEFT, CONTINUE SOUTHWEST ON THE GRAVELED ROAD FOR 0.05 MILE TO
 LZ1798'A POWERLINE CROSSING, CONTINUE SOUTHWEST ON THE GRAVELED ROAD FOR
 LZ1798'0.7 MILE TO WHERE THE POWER LINE CROSSES THE ROAD AGAIN, CONTINUE
 LZ1798'AHEAD ON THE GRAVELED ROAD FOR 0.25 MILE TO A DIM WOODS ROAD ON
 LZ1798'THE LEFT AND AN 8-INCH TRIANGULAR BLAZED TREE ON THE RIGHT, (TO REACH
 LZ1798'THE AZIMUTH FROM HERE, CONTINUE AHEAD ON THE GRAVELED ROAD FOR 100
 LZ1798'FEET TO THE MARK ON THE RIGHT,) TURN LEFT AND GO EAST AND SOUTHEAST
 LZ1798'ON THE DIM WOODS ROAD FOR 0.05 MILE TO THE HIGHEST POINT OF HILL AND
 LZ1798'THE STATION.
 LZ1798'
 LZ1798'THE STATION MARK IS 33 FEET SOUTHEAST OF AN 18-INCH TRIANGULAR BLAZED
 LZ1798'OAK TREE, 23 FEET WEST OF A 14-INCH TRIANGULAR BLAZED TREE AND
 LZ1798'4.3 FEET SOUTH OF A METAL WITNESS POST.  THE MARK IS A STANDARD DISK
 LZ1798'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES AND IS
 LZ1798'STAMPED BOGGS 1968.
 LZ1798'
 LZ1798'REFERENCE MARK NO. 1 IS 80.4 FEET EAST OF THE METAL WITNESS POST, 59
 LZ1798'FEET EAST-SOUTHEAST OF THE 14-INCH TRIANGULAR BLAZED TREE AND
 LZ1798'16 FEET SOUTH OF A 24-INCH TRIANGULAR BLAZED TREE.  THE MARK IS A
 LZ1798'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 LZ1798'PROJECTING 4 INCHES AND IS STAMPED BOGGS NO 1 1968.
 LZ1798'
 LZ1798'REFERENCE MARK NO. 2 IS 82.2 FEET WEST OF THE METAL WITNESS POST, 10
 LZ1798'FEET SOUTHWEST OF AN 18-INCH TRIANGULAR BLAZED TREE AND 3 FEET
 LZ1798'NORTH-NORTHEAST OF A 7-INCH TRIANGULAR BLAZED TREE.  THE MARK IS A
 LZ1798'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 4
 LZ1798'INCHES AND IS STAMPED BOGGS NO 2 1968.
 LZ1798'
 LZ1798'THE AZIMUTH MARK IS 100 FEET SOUTHWEST OF AN 8-INCH TRIANGULAR BLAZED
 LZ1798'TREE, 52 FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD
 LZ1798'AND 1.5 FEET EAST OF A METAL WITNESS POST.  THE MARK IS A STANDARD
 LZ1798'DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 6 INCHES
 LZ1798'AND IS STAMPED BOGGS 1968.
 LZ1798'
 LZ1798'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0232 ***********************************************************************
 JV0232  DESIGNATION -  BOLT
 JV0232  PID         -  JV0232
 JV0232  STATE/COUNTY-  PA/LANCASTER
 JV0232  USGS QUAD   -  HOLTWOOD (1990)
 JV0232
 JV0232                         *CURRENT SURVEY CONTROL
 JV0232  ___________________________________________________________________
 JV0232* NAD 83(1986)-  39 50 44.     (N)    076 18 23.     (W)     SCALED    
 JV0232* NAVD 88     -       197.113  (meters)     646.69   (feet)  ADJUSTED  
 JV0232  ___________________________________________________________________
 JV0232  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JV0232  DYNAMIC HT  -         197.012 (meters)     646.36  (feet)  COMP
 JV0232  MODELED GRAV-     980,109.2   (mgal)                       NAVD 88
 JV0232
 JV0232  VERT ORDER  -  SECOND    CLASS 0
 JV0232
 JV0232.The horizontal coordinates were scaled from a topographic map and have
 JV0232.an estimated accuracy of +/- 6 seconds.
 JV0232
 JV0232.The orthometric height was determined by differential leveling
 JV0232.and adjusted by the National Geodetic Survey in June 1991..
 JV0232
 JV0232.The geoid height was determined by GEOID03.
 JV0232
 JV0232.The dynamic height is computed by dividing the NAVD 88
 JV0232.geopotential number by the normal gravity value computed on the
 JV0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0232.degrees latitude (g = 980.6199 gals.).
 JV0232
 JV0232.The modeled gravity was interpolated from observed gravity values.
 JV0232
 JV0232;                    North         East    Units  Estimated Accuracy
 JV0232;SPC PA S     -    57,880.      723,550.      MT  (+/- 180 meters Scaled)
 JV0232
 JV0232                          SUPERSEDED SURVEY CONTROL
 JV0232
 JV0232  NGVD 29 (??/??/??)  197.351  (m)          647.48   (f) ADJUSTED    2 0
 JV0232
 JV0232.Superseded values are not recommended for survey control.
 JV0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0232.See file dsdata.txt to determine how the superseded data were derived.
 JV0232
 JV0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK882114(NAD 83)
 JV0232_MARKER: B = BOLT
 JV0232_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV0232_SP_SET: BUILDING
 JV0232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV0232
 JV0232  HISTORY     - Date     Condition        Report By
 JV0232  HISTORY     - UNK      MONUMENTED       RBNF
 JV0232  HISTORY     - 1955     MARK NOT FOUND   CGS
 JV0232
 JV0232                          STATION DESCRIPTION
 JV0232
 JV0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JV0232'2.1 MI NE FROM HOLTWOOD.
 JV0232'2.1 MILES NORTHEAST ALONG STATE HIGHWAY 372 FROM THE HYDRO-ELECTRIC
 JV0232'PLANT AT HOLTWOOD, LANCASTER COUNTY, IN FRONT OF A LARGE WHITE
 JV0232'HOUSE OWNED BY ROBERT HAWKINS, AND 10 FEET NORTH OF THE CENTERLINE
 JV0232'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0663 ***********************************************************************
 KY0663  DESIGNATION -  BOLT
 KY0663  PID         -  KY0663
 KY0663  STATE/COUNTY-  PA/ALLEGHENY
 KY0663  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0663
 KY0663                         *CURRENT SURVEY CONTROL
 KY0663  ___________________________________________________________________
 KY0663* NAD 83(1986)-  40 29 04.     (N)    080 00 48.     (W)     SCALED    
 KY0663* NAVD 88     -       351.943  (meters)    1154.67   (feet)  ADJUSTED  
 KY0663  ___________________________________________________________________
 KY0663  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KY0663  DYNAMIC HT  -         351.759 (meters)    1154.06  (feet)  COMP
 KY0663  MODELED GRAV-     980,091.4   (mgal)                       NAVD 88
 KY0663
 KY0663  VERT ORDER  -  SECOND    CLASS 0
 KY0663
 KY0663.The horizontal coordinates were scaled from a topographic map and have
 KY0663.an estimated accuracy of +/- 6 seconds.
 KY0663
 KY0663.The orthometric height was determined by differential leveling
 KY0663.and adjusted by the National Geodetic Survey in June 1991..
 KY0663
 KY0663.The geoid height was determined by GEOID03.
 KY0663
 KY0663.The dynamic height is computed by dividing the NAVD 88
 KY0663.geopotential number by the normal gravity value computed on the
 KY0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0663.degrees latitude (g = 980.6199 gals.).
 KY0663
 KY0663.The modeled gravity was interpolated from observed gravity values.
 KY0663
 KY0663;                    North         East    Units  Estimated Accuracy
 KY0663;SPC PA S     -   130,270.      408,130.      MT  (+/- 180 meters Scaled)
 KY0663
 KY0663                          SUPERSEDED SURVEY CONTROL
 KY0663
 KY0663  NGVD 29 (??/??/92)  352.103  (m)         1155.19   (f) ADJ UNCH    2 0
 KY0663
 KY0663.Superseded values are not recommended for survey control.
 KY0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0663.See file dsdata.txt to determine how the superseded data were derived.
 KY0663
 KY0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE836819(NAD 83)
 KY0663_MARKER: B = BOLT
 KY0663_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0663_SP_SET: SIDEWALK
 KY0663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0663
 KY0663  HISTORY     - Date     Condition        Report By
 KY0663  HISTORY     - UNK      MONUMENTED       PA6600
 KY0663  HISTORY     - 1960     GOOD             NGS
 KY0663
 KY0663                          STATION DESCRIPTION
 KY0663
 KY0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0663'AT PITTSBURGH.
 KY0663'AT PITTSBURGH, AT THE JUNCTION OF PERRYSVILLE AVENUE AND WATSON
 KY0663'BLVD., 27 FEET SOUTH OF THE CENTERLINE OF WATSON BLVD., 18 FEET
 KY0663'NORTHEAST OF THE NORTHEAST MOST STREET CAR TRACK ON PERRYVILLE
 KY0663'AVENUE, A BOLT SET IN TOP OF A CONCRETE POST WHICH IS UNDER A
 KY0663'MAN HOLE WITH A STEEL LID WHICH HAS DPW MON SURVEY CAST ON IT,
 KY0663'IN THE SIDEWALK AND ABOUT 6 INCHES BELOW THE LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1013 ***********************************************************************
 KX1013  DESIGNATION -  BOLT
 KX1013  PID         -  KX1013
 KX1013  STATE/COUNTY-  PA/WESTMORELAND
 KX1013  USGS QUAD   -  DERRY (1977)
 KX1013
 KX1013                         *CURRENT SURVEY CONTROL
 KX1013  ___________________________________________________________________
 KX1013* NAD 83(1986)-  40 19 13.     (N)    079 20 26.     (W)     SCALED    
 KX1013* NAVD 88     -       331.811  (meters)    1088.62   (feet)  ADJUSTED  
 KX1013  ___________________________________________________________________
 KX1013  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KX1013  DYNAMIC HT  -         331.634 (meters)    1088.04  (feet)  COMP
 KX1013  MODELED GRAV-     980,083.9   (mgal)                       NAVD 88
 KX1013
 KX1013  VERT ORDER  -  FIRST     CLASS II
 KX1013
 KX1013.The horizontal coordinates were scaled from a topographic map and have
 KX1013.an estimated accuracy of +/- 6 seconds.
 KX1013
 KX1013.The orthometric height was determined by differential leveling
 KX1013.and adjusted by the National Geodetic Survey in June 1991..
 KX1013
 KX1013.The geoid height was determined by GEOID03.
 KX1013
 KX1013.The dynamic height is computed by dividing the NAVD 88
 KX1013.geopotential number by the normal gravity value computed on the
 KX1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1013.degrees latitude (g = 980.6199 gals.).
 KX1013
 KX1013.The modeled gravity was interpolated from observed gravity values.
 KX1013
 KX1013;                    North         East    Units  Estimated Accuracy
 KX1013;SPC PA S     -   110,800.      464,830.      MT  (+/- 180 meters Scaled)
 KX1013
 KX1013                          SUPERSEDED SURVEY CONTROL
 KX1013
 KX1013  NGVD 29 (??/??/92)  331.98   (m)         1089.2    (f) COMPUTED    1 2
 KX1013
 KX1013.Superseded values are not recommended for survey control.
 KX1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1013.See file dsdata.txt to determine how the superseded data were derived.
 KX1013
 KX1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE409646(NAD 83)
 KX1013_MARKER: B = BOLT
 KX1013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1013_SP_SET: WALL
 KX1013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1013
 KX1013  HISTORY     - Date     Condition        Report By
 KX1013  HISTORY     - UNK      MONUMENTED       PRR
 KX1013  HISTORY     - 1966     MARK NOT FOUND   NGS
 KX1013
 KX1013                          STATION DESCRIPTION
 KX1013
 KX1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX1013'9.7 MI SW FROM TORRANCE.
 KX1013'9.7 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM TORRANCE,
 KX1013'WESTMORELAND COUNTY, AT BRADENVILLE, 13 FEET EAST OF THE WEST
 KX1013'END OF THE SHELTER OVER THE WAITING-STATION PLATFORM, 13 FEET
 KX1013'SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, AND IN THE CONCRETE
 KX1013'EDGE OF THE WEST END OF THE WALL LEADING TO THE STREET BELOW THE
 KX1013'TRACKS.  A COPPER BOLT.  NOTE-- 9.7 MILES SOUTHWEST ALONG THE
 KX1013'PENNSYLVANIA RAILROAD FROM TORRANCE.  NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0473 ***********************************************************************
 KX0473  DESIGNATION -  BOLT
 KX0473  PID         -  KX0473
 KX0473  STATE/COUNTY-  PA/CAMBRIA
 KX0473  USGS QUAD   -  JOHNSTOWN (1981)
 KX0473
 KX0473                         *CURRENT SURVEY CONTROL
 KX0473  ___________________________________________________________________
 KX0473* NAD 83(1986)-  40 19 47.     (N)    078 55 16.     (W)     SCALED    
 KX0473* NAVD 88     -       360.647  (meters)    1183.22   (feet)  ADJUSTED  
 KX0473  ___________________________________________________________________
 KX0473  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KX0473  DYNAMIC HT  -         360.455 (meters)    1182.59  (feet)  COMP
 KX0473  MODELED GRAV-     980,083.4   (mgal)                       NAVD 88
 KX0473
 KX0473  VERT ORDER  -  FIRST     CLASS I
 KX0473
 KX0473.The horizontal coordinates were scaled from a topographic map and have
 KX0473.an estimated accuracy of +/- 6 seconds.
 KX0473
 KX0473.The orthometric height was determined by differential leveling
 KX0473.and adjusted by the National Geodetic Survey in June 1991..
 KX0473
 KX0473.The geoid height was determined by GEOID03.
 KX0473
 KX0473.The dynamic height is computed by dividing the NAVD 88
 KX0473.geopotential number by the normal gravity value computed on the
 KX0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0473.degrees latitude (g = 980.6199 gals.).
 KX0473
 KX0473.The modeled gravity was interpolated from observed gravity values.
 KX0473
 KX0473;                    North         East    Units  Estimated Accuracy
 KX0473;SPC PA S     -   111,290.      500,480.      MT  (+/- 180 meters Scaled)
 KX0473
 KX0473                          SUPERSEDED SURVEY CONTROL
 KX0473
 KX0473  NGVD 29 (??/??/92)  360.820  (m)         1183.79   (f) ADJ UNCH    1 1
 KX0473
 KX0473.Superseded values are not recommended for survey control.
 KX0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0473.See file dsdata.txt to determine how the superseded data were derived.
 KX0473
 KX0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE766664(NAD 83)
 KX0473_MARKER: B = BOLT
 KX0473_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0473_SP_SET: RETAINING WALL
 KX0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0473
 KX0473  HISTORY     - Date     Condition        Report By
 KX0473  HISTORY     - UNK      MONUMENTED       PRR
 KX0473  HISTORY     - 1966     GOOD             NGS
 KX0473  HISTORY     - 1973     GOOD             PRR
 KX0473
 KX0473                          STATION DESCRIPTION
 KX0473
 KX0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0473'AT JOHNSTOWN.
 KX0473'AT JOHNSTOWN, ALONG THE PENNSYLVANIA RAILROAD, SET ON THE TOP OF
 KX0473'THE NORTHEAST END OF A CONCRETE WING WALL ON THE SOUTHEAST
 KX0473'END OF A CONCRETE RETAINING WALL WHICH RUNS NORTHWEST-SOUTHEAST
 KX0473'ALONG THE NORTHEAST SIDE OF THE STATION, 90 FEET SOUTHEAST OF
 KX0473'THE EAST CORNER OF THE PENNSYLVANIA RAILROAD STATION, 8.3 FEET
 KX0473'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK, 23.5
 KX0473'FEET NORTHEAST OF BENCH MARK B 118 1935 DESCRIBED, 426 FEET
 KX0473'WEST OF MILEPOST 275 AND ABOUT LEVEL WITH THE TRACK.
 KX0473
 KX0473                          STATION RECOVERY (1973)
 KX0473
 KX0473'RECOVERY NOTE BY PENNSYLVANIA RAILROAD 1973
 KX0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1601 ***********************************************************************
 JW1601  DESIGNATION -  BONEY
 JW1601  PID         -  JW1601
 JW1601  STATE/COUNTY-  PA/FAYETTE
 JW1601  USGS QUAD   -  CARMICHAELS (1988)
 JW1601
 JW1601                         *CURRENT SURVEY CONTROL
 JW1601  ___________________________________________________________________
 JW1601* NAD 83(1992)-  39 56 15.00518(N)    079 55 57.89412(W)     ADJUSTED  
 JW1601* NAVD 88     -       321.9    (meters)    1056.     (feet)  VERTCON   
 JW1601  ___________________________________________________________________
 JW1601  X           -     856,082.739 (meters)                     COMP
 JW1601  Y           -  -4,821,982.945 (meters)                     COMP
 JW1601  Z           -   4,072,852.621 (meters)                     COMP
 JW1601  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 JW1601  ELLIP HEIGHT-         288.84  (meters)          (06/21/02) GPS OBS
 JW1601  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JW1601
 JW1601  HORZ ORDER  -  FIRST
 JW1601  ELLP ORDER  -  FOURTH    CLASS I
 JW1601
 JW1601.The horizontal coordinates were established by GPS observations
 JW1601.and adjusted by the National Geodetic Survey in June 2002..
 JW1601
 JW1601.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1601
 JW1601.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JW1601
 JW1601.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1601
 JW1601.The ellipsoidal height was determined by GPS observations
 JW1601.and is referenced to NAD 83.
 JW1601
 JW1601.The geoid height was determined by GEOID03.
 JW1601
 JW1601;                    North         East     Units Scale Factor Converg.
 JW1601;SPC PA S     -    69,389.160   413,455.993   MT  0.99999935   -1 24 58.1
 JW1601;SPC PA S     -   227,654.27  1,356,480.20   sFT  0.99999935   -1 24 58.1
 JW1601;UTM  17      - 4,421,365.737   591,184.218   MT  0.99970236   +0 41 06.6
 JW1601
 JW1601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1601!SPC PA S     -   0.99995469  x   0.99999935  =   0.99995404
 JW1601!UTM  17      -   0.99995469  x   0.99970236  =   0.99965706
 JW1601
 JW1601                          SUPERSEDED SURVEY CONTROL
 JW1601
 JW1601  NAD 83(1995)-  39 56 15.00537(N)    079 55 57.89431(W) AD(       ) 1
 JW1601  NAD 83(1992)-  39 56 15.01210(N)    079 55 57.90130(W) AD(       ) 1
 JW1601  NGVD 29 (02/08/94)  322.0    (m)         1056.     (f) GPS OBS        
 JW1601
 JW1601.Superseded values are not recommended for survey control.
 JW1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1601.See file dsdata.txt to determine how the superseded data were derived.
 JW1601
 JW1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE9118421366(NAD 83)
 JW1601_MARKER: DD = SURVEY DISK
 JW1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1601_SP_SET: CONCRETE POST
 JW1601_STAMPING: BONEY 1989
 JW1601_MARK LOGO: USE   
 JW1601_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JW1601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1601+STABILITY: SURFACE MOTION
 JW1601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1601+SATELLITE: SATELLITE OBSERVATIONS - 1989
 JW1601
 JW1601  HISTORY     - Date     Condition        Report By
 JW1601  HISTORY     - 1989     MONUMENTED       HARTMN
 JW1601
 JW1601                          STATION DESCRIPTION
 JW1601
 JW1601'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1601'LOCATED ON THE RIGHT BANK AT APPROXIMATE RIVER MILE 72.5, IN A MINE
 JW1601'DUMP APPROXIMATELY 0.5 MI (0.80 KM) SOUTHEAST OF THE TOWN OF ISABELLA
 JW1601'IN THE TOWNSHIP OF GERMAN, IN THE COUNTY OF FAYETTE.
 JW1601'TO REACH - FROM THE SOUTHEAST END OF MASONTOWN BRIDGE ON ROUTE 21 BY
 JW1601'THE HATFIELD FERRY POWER PLANT, PROCEED EAST ON ROUTE 21 FOR 2.4 MI
 JW1601'(3.86 KM) TO THE INTERSECTION OF ROUTE 21 AND ROUTE 166 NORTH.
 JW1601'PROCEED NORTH ON ROUTE 166 FOR 3.9 MI (6.28 KM) TO THE INTERSECTION
 JW1601'OF ROUTE 166 AND L.R. 26006.  PROCEED WEST ON L.R. 26006 FOR 0.8 MI
 JW1601'(1.29 KM) THROUGH VILLAGE OF RALPH TO A T INTERSECTION. MAKE RIGHT
 JW1601'AT INTERSECTION AND PROCEED NORTH-NORTHWEST ON L.R. 26062 FOR 1.7 MI
 JW1601'(2.74 KM) TO A 4-WAY INTERSECTION. MAKE LEFT TURN AND PROCEED
 JW1601'SOUTHWEST ON RIVERSIDE ROAD FOR 0.6 MI (0.97 KM) TO METAL GATE ON
 JW1601'RIGHT.  PROCEED THROUGH GATE AND FOLLOW ROAD TO TOP OF MINE DUMP.
 JW1601'FOLLOW WHEEL TRACKS TO SOUTHWEST CORNER OF DUMP.
 JW1601'THIS STATION IS A BRASS DISK SET IN A CONCRETE MONUMENT.  DISK IS
 JW1601'STAMPED BONEY 1989.  METAL POST SET BESIDE STATIAON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0638 ***********************************************************************
 NC0638  DESIGNATION -  BOOBY
 NC0638  PID         -  NC0638
 NC0638  STATE/COUNTY-  PA/ERIE
 NC0638  USGS QUAD   -  HAMMETT (1970)
 NC0638
 NC0638                         *CURRENT SURVEY CONTROL
 NC0638  ___________________________________________________________________
 NC0638* NAD 83(1992)-  42 06 43.97346(N)    079 58 20.47034(W)     ADJUSTED  
 NC0638* NAVD 88     -       366.449  (meters)    1202.26   (feet)  ADJUSTED  
 NC0638  ___________________________________________________________________
 NC0638  LAPLACE CORR-           4.29  (seconds)                    DEFLEC99
 NC0638  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 NC0638  DYNAMIC HT  -         366.313 (meters)    1201.81  (feet)  COMP
 NC0638  MODELED GRAV-     980,240.4   (mgal)                       NAVD 88
 NC0638
 NC0638  HORZ ORDER  -  SECOND
 NC0638  VERT ORDER  -  SECOND    CLASS 0
 NC0638
 NC0638.The horizontal coordinates were established by classical geodetic methods
 NC0638.and adjusted by the National Geodetic Survey in June 2002..
 NC0638
 NC0638.The orthometric height was determined by differential leveling
 NC0638.and adjusted by the National Geodetic Survey in June 1991..
 NC0638
 NC0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC0638
 NC0638.The geoid height was determined by GEOID03.
 NC0638
 NC0638.The dynamic height is computed by dividing the NAVD 88
 NC0638.geopotential number by the normal gravity value computed on the
 NC0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0638.degrees latitude (g = 980.6199 gals.).
 NC0638
 NC0638.The modeled gravity was interpolated from observed gravity values.
 NC0638
 NC0638;                    North         East     Units Scale Factor Converg.
 NC0638;SPC PA N     -   218,427.542   416,214.806   MT  1.00003036   -1 28 12.6
 NC0638;SPC PA N     -   716,624.36  1,365,531.41   sFT  1.00003036   -1 28 12.6
 NC0638;UTM  17      - 4,662,746.378   584,958.068   MT  0.99968881   +0 41 21.0
 NC0638
 NC0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC0638!SPC PA N     -   0.99994796  x   1.00003036  =   0.99997832
 NC0638!UTM  17      -   0.99994796  x   0.99968881  =   0.99963679
 NC0638
 NC0638:                Primary Azimuth Mark                     Grid Az
 NC0638:SPC PA N     -  WEST                                     047 30 40.4
 NC0638:UTM  17      -  WEST                                     045 21 06.8
 NC0638
 NC0638|---------------------------------------------------------------------|
 NC0638| PID    Reference Object                     Distance      Geod. Az  |
 NC0638|                                                           dddmmss.s |
 NC0638| NC0641 WEST                                APPROX. 1.6 KM 0460227.8 |
 NC0638| NC0639 BOOBY RM 1                           25.607 METERS 05050     |
 NC0638| NC0637 BOOBY RM 2                           27.418 METERS 24615     |
 NC0638|---------------------------------------------------------------------|
 NC0638
 NC0638                          SUPERSEDED SURVEY CONTROL
 NC0638
 NC0638  NAD 83(1996)-  42 06 43.97446(N)    079 58 20.47056(W) AD(       ) 2
 NC0638  NAD 83(1995)-  42 06 43.97815(N)    079 58 20.46520(W) AD(       ) 2
 NC0638  NAD 83(1986)-  42 06 43.97906(N)    079 58 20.46550(W) AD(       ) 2
 NC0638  NAD 27      -  42 06 43.77780(N)    079 58 21.28240(W) AD(       ) 2
 NC0638  NGVD 29 (??/??/92)  366.654  (m)         1202.93   (f) ADJ UNCH    2 0
 NC0638
 NC0638.Superseded values are not recommended for survey control.
 NC0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0638.See file dsdata.txt to determine how the superseded data were derived.
 NC0638
 NC0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG8495862746(NAD 83)
 NC0638_MARKER: DS = TRIANGULATION STATION DISK
 NC0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC0638_STAMPING: BOOBY 1961
 NC0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0638+STABILITY: SURFACE MOTION
 NC0638
 NC0638  HISTORY     - Date     Condition        Report By
 NC0638  HISTORY     - 1961     MONUMENTED       CGS
 NC0638  HISTORY     - 1961     GOOD             CGS
 NC0638  HISTORY     - 20031222 GOOD             PADT
 NC0638
 NC0638                          STATION DESCRIPTION
 NC0638
 NC0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 NC0638'THE STATION IS LOCATED ON A HIGH BANK ALONG THE SOUTH RIGHT-OF-WAY OF
 NC0638'INTERSTATE HIGHWAY 90, 4.0 MILES SOUTHEAST OF ERIE, 3-1/4 MILES
 NC0638'NORTH OF HAMMETT AND 3-1/2 MILES SOUTHEAST OF WESLEYVILLE.
 NC0638'
 NC0638'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 NC0638'STATE HIGHWAY 8 ABOUT 4.0 MILES SOUTHEAST OF ERIE, GO EAST ON
 NC0638'INTERSTATE HIGHWAY 90 FOR 1.8 MILES TO AN OVERPASS, CONTINUE EAST ON
 NC0638'INTERSTATE HIGHWAY 90 FOR 0.25 MILE TO A BOX CULVERT ON THE RIGHT,
 NC0638'TURN RIGHT CROSSING THE DITCH AND CONTINUE EAST ALONG THE CREST OF
 NC0638'THE BANK FOR 0.15 MILE TO A 6-INCH TRIANGULAR BLAZE ASH TREE ON THE
 NC0638'RIGHT AND THE STATION AS DESCRIBED.
 NC0638'
 NC0638'THE STATION MARK, IS A STANDARD DISK STAMPED BOOBY 1961, CEMENTED IN
 NC0638'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 NC0638'SURFACE.  IT IS 4.0 FEET NORTHWEST OF THE SOUTH INTERSTATE HIGHWAY
 NC0638'RIGHT-OF-WAY, 12.7 FEET NORTH OF A 6-INCH TRIANGULAR BLAZED ASH
 NC0638'TREE AND 31.0 FEET SOUTH OF THE EDGE OF A STEEP BANK.
 NC0638'
 NC0638'REFERENCE MARK 1, IS A STANDARD DISK STAMPED BOOBY NO 1 1961,
 NC0638'CEMENTED IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 NC0638'4.0 INCHES ABOVE THE GROUND SURFACE.  IT IS 2.0 FEET NORTHWEST OF THE
 NC0638'SOUTH HIGHWAY RIGHT-OF-WAY, 20.0 FEET SOUTHEAST OF THE EDGE OF
 NC0638'THE STEEP BANK AND 93.0 FEET NORTH-NORTHEAST OF THE 6-INCH TRIANGULAR
 NC0638'BLAZED ASH TREE.
 NC0638'
 NC0638'REFERENCE MARK 2, IS A STANDARD DISK STAMPED BOOBY NO 2 1961,
 NC0638'CEMENTED IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 NC0638'3.0 INCHES ABOVE THE GROUND SURFACE.  IT IS 5.0 FEET SOUTHEAST OF THE
 NC0638'EDGE OF THE STEEP BANK, 29.0 FEET NORTHWEST OF THE SOUTH
 NC0638'HIGHWAY RIGHT-OF-WAY AND 85.6 FEET WEST OF THE 6-INCH TRIANGULAR
 NC0638'BLAZED ASH TREE.
 NC0638'
 NC0638'HEIGHT OF LIGHT ABOVE STATION MARK 30.19 METERS.
 NC0638
 NC0638                          STATION RECOVERY (1961)
 NC0638
 NC0638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 NC0638'6.2 MI SE FROM ERIE.
 NC0638'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 90 AND STATE
 NC0638'HIGHWAY 8 WHICH IS ABOUT 4.0 MILES SOUTHEAST OF ERIE, GO EAST ON
 NC0638'INTERSTATE 90 FOR 1.8 MILES TO AN OVERPASS, CONTINUE EAST ON
 NC0638'INTERSTATE 90 FOR 0.25 MILE TO A BOX CULVERT ON THE RIGHT, TURN RIGHT
 NC0638'CROSSING THE DITCH AND CONTINUE EAST ALONG THE CREST OF THE BANK FOR
 NC0638'0.15 MILE TO A 6-INCH TRIANGULAR BLAZED ASH TREE AND THE STATION.  IT
 NC0638'IS 31.0 FEET SOUTH OF THE EDGE OF A STEEP BANK, 12.7 FEET NORTH OF A
 NC0638'6-INCH TRIANGULAR BLAZED ASH TREE AND 4.0 FEET NORTHWEST OF THE SOUTH
 NC0638'EDGE OF INTERSTATE 90 RIGHT-OF-WAY.  IT IS SET IN THE TOP OF A
 NC0638'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 NC0638
 NC0638                          STATION RECOVERY (2003)
 NC0638
 NC0638'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (JAW)
 NC0638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0639 ***********************************************************************
 NC0639  DESIGNATION -  BOOBY RM 1
 NC0639  PID         -  NC0639
 NC0639  STATE/COUNTY-  PA/ERIE
 NC0639  USGS QUAD   -  HAMMETT (1970)
 NC0639
 NC0639                         *CURRENT SURVEY CONTROL
 NC0639  ___________________________________________________________________
 NC0639* NAD 83(1986)-  42 06 43.     (N)    079 58 20.     (W)     SCALED    
 NC0639* NAVD 88     -       366.356  (meters)    1201.95   (feet)  ADJUSTED  
 NC0639  ___________________________________________________________________
 NC0639  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 NC0639  DYNAMIC HT  -         366.220 (meters)    1201.51  (feet)  COMP
 NC0639  MODELED GRAV-     980,240.4   (mgal)                       NAVD 88
 NC0639
 NC0639  VERT ORDER  -  SECOND    CLASS 0
 NC0639
 NC0639.The horizontal coordinates were scaled from a topographic map and have
 NC0639.an estimated accuracy of +/- 6 seconds.
 NC0639
 NC0639.The orthometric height was determined by differential leveling
 NC0639.and adjusted by the National Geodetic Survey in June 1991..
 NC0639
 NC0639.The geoid height was determined by GEOID03.
 NC0639
 NC0639.The dynamic height is computed by dividing the NAVD 88
 NC0639.geopotential number by the normal gravity value computed on the
 NC0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0639.degrees latitude (g = 980.6199 gals.).
 NC0639
 NC0639.The modeled gravity was interpolated from observed gravity values.
 NC0639
 NC0639;                    North         East    Units  Estimated Accuracy
 NC0639;SPC PA N     -   218,400.      416,230.      MT  (+/- 180 meters Scaled)
 NC0639
 NC0639                          SUPERSEDED SURVEY CONTROL
 NC0639
 NC0639  NGVD 29 (??/??/92)  366.561  (m)         1202.63   (f) ADJ UNCH    2 0
 NC0639
 NC0639.Superseded values are not recommended for survey control.
 NC0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0639.See file dsdata.txt to determine how the superseded data were derived.
 NC0639
 NC0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG849627(NAD 83)
 NC0639_MARKER: DR = REFERENCE MARK DISK
 NC0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC0639_STAMPING: BOOBY NO 1 1961
 NC0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0639+STABILITY: SURFACE MOTION
 NC0639
 NC0639  HISTORY     - Date     Condition        Report By
 NC0639  HISTORY     - 1961     MONUMENTED       CGS
 NC0639  HISTORY     - 20031222 GOOD             PADT
 NC0639  HISTORY     - 20060215 GOOD             PADT
 NC0639
 NC0639                          STATION DESCRIPTION
 NC0639
 NC0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 NC0639'6.2 MI SE FROM ERIE.
 NC0639'TO REACH THE REFERENCE MARK FROM THE JUNCTION OF INTERSTATE 90 AND
 NC0639'STATE HIGHWAY 8 WHICH IS ABOUT 4.0 MILES SOUTHEAST OF ERIE, GO EAST ON
 NC0639'INTERSTATE 90 FOR 1.8 MILES TO AN OVERPASS, CONTINUE EAST ON
 NC0639'INTERSTATE 90 FOR 0.25 MILE TO A BOX CULVERT ON THE RIGHT, TURN RIGHT
 NC0639'CROSSING THE DITCH AND CONTINUE EAST ALONG THE CREST OF THE BANK FOR
 NC0639'0.15 MILE TO A 6-INCH TRIANGULAR BLAZED ASH TREE AND THE MARK AS
 NC0639'DESCRIBED.  IT IS 93.0 FEET WEST OF A 6-INCH TRIANGULAR BLAZED ASH
 NC0639'TREE, 20.0 FEET SOUTHEAST OF THE EDGE OF A STEEP BANK AND 2.0 FEET
 NC0639'NORTHWEST OF THE SOUTH EDGE OF RIGHT-OF-WAY.  IT IS SET IN THE TOP OF
 NC0639'A CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF
 NC0639'THE GROUND.
 NC0639
 NC0639                          STATION RECOVERY (2003)
 NC0639
 NC0639'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (JAW)
 NC0639'RECOVERED IN GOOD CONDITION.
 NC0639
 NC0639                          STATION RECOVERY (2006)
 NC0639
 NC0639'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (JAW)
 NC0639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0637 ***********************************************************************
 NC0637  DESIGNATION -  BOOBY RM 2
 NC0637  PID         -  NC0637
 NC0637  STATE/COUNTY-  PA/ERIE
 NC0637  USGS QUAD   -  HAMMETT (1970)
 NC0637
 NC0637                         *CURRENT SURVEY CONTROL
 NC0637  ___________________________________________________________________
 NC0637* NAD 83(1986)-  42 06 43.     (N)    079 58 20.     (W)     SCALED    
 NC0637* NAVD 88     -       366.213  (meters)    1201.48   (feet)  ADJUSTED  
 NC0637  ___________________________________________________________________
 NC0637  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 NC0637  DYNAMIC HT  -         366.077 (meters)    1201.04  (feet)  COMP
 NC0637  MODELED GRAV-     980,240.4   (mgal)                       NAVD 88
 NC0637
 NC0637  VERT ORDER  -  SECOND    CLASS 0
 NC0637
 NC0637.The horizontal coordinates were scaled from a topographic map and have
 NC0637.an estimated accuracy of +/- 6 seconds.
 NC0637
 NC0637.The orthometric height was determined by differential leveling
 NC0637.and adjusted by the National Geodetic Survey in June 1991..
 NC0637
 NC0637.The geoid height was determined by GEOID03.
 NC0637
 NC0637.The dynamic height is computed by dividing the NAVD 88
 NC0637.geopotential number by the normal gravity value computed on the
 NC0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0637.degrees latitude (g = 980.6199 gals.).
 NC0637
 NC0637.The modeled gravity was interpolated from observed gravity values.
 NC0637
 NC0637;                    North         East    Units  Estimated Accuracy
 NC0637;SPC PA N     -   218,400.      416,230.      MT  (+/- 180 meters Scaled)
 NC0637
 NC0637                          SUPERSEDED SURVEY CONTROL
 NC0637
 NC0637  NGVD 29 (??/??/92)  366.419  (m)         1202.16   (f) ADJ UNCH    2 0
 NC0637
 NC0637.Superseded values are not recommended for survey control.
 NC0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0637.See file dsdata.txt to determine how the superseded data were derived.
 NC0637
 NC0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG849627(NAD 83)
 NC0637_MARKER: DR = REFERENCE MARK DISK
 NC0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC0637_STAMPING: BOOBY NO 2 1961
 NC0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0637+STABILITY: SURFACE MOTION
 NC0637
 NC0637  HISTORY     - Date     Condition        Report By
 NC0637  HISTORY     - 1961     MONUMENTED       CGS
 NC0637  HISTORY     - 20031222 GOOD             PADT
 NC0637  HISTORY     - 20060215 GOOD             PADT
 NC0637
 NC0637                          STATION DESCRIPTION
 NC0637
 NC0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 NC0637'6.2 MI SE FROM ERIE.
 NC0637'TO REACH THE REFERENCE MARK FROM THE JUNCTION OF INTERSTATE 90 AND
 NC0637'STATE HIGHWAY 8 WHICH IS ABOUT 4.0 MILES SOUTHEAST OF ERIE, GO EAST ON
 NC0637'INTERSTATE 90 FOR 1.8 MILES TO A OVERPASS, CONTINUE EAST ON INTERSTATE
 NC0637'90 FOR 0.25 MILE TO A BOX CULVERT ON THE RIGHT, TURN RIGHT CROSSING
 NC0637'THE DITCH AND CONTINUE EAST ALONG THE CREST OF THE BANK FOR 0.15 MILE
 NC0637'TO A 6-INCH TRIANGULAR BLAZED ASH TREE AND THE MARK.  IT IS 85.6 FEET
 NC0637'WEST OF A 6-INCH TRIANGULAR BLAZED ASH TREE, 29.0 FEET NORTHWEST OF
 NC0637'THE SOUTH EDGE OF THE RIGHT-OF-WAY AND 5.0 FEET SOUTHEAST OF THE EDGE
 NC0637'OF THE STEEP BANK.  IT IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH
 NC0637'PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 NC0637
 NC0637                          STATION RECOVERY (2003)
 NC0637
 NC0637'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (JAW)
 NC0637'RECOVERED IN GOOD CONDITION.
 NC0637
 NC0637                          STATION RECOVERY (2006)
 NC0637
 NC0637'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (JAW)
 NC0637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3028 ***********************************************************************
 KY3028  DESIGNATION -  BOOK
 KY3028  PID         -  KY3028
 KY3028  STATE/COUNTY-  PA/BUTLER
 KY3028  USGS QUAD   -  PORTERSVILLE (1990)
 KY3028
 KY3028                         *CURRENT SURVEY CONTROL
 KY3028  ___________________________________________________________________
 KY3028* NAD 83(1992)-  40 59 56.28770(N)    080 09 34.85477(W)     ADJUSTED  
 KY3028* NAVD 88     -       425.     (meters)    1394.     (feet)  SCALED    
 KY3028  ___________________________________________________________________
 KY3028  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 KY3028  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KY3028
 KY3028  HORZ ORDER  -  SECOND
 KY3028
 KY3028.The horizontal coordinates were established by classical geodetic methods
 KY3028.and adjusted by the National Geodetic Survey in June 2002..
 KY3028
 KY3028.The orthometric height was scaled from a topographic map.
 KY3028
 KY3028.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3028
 KY3028.The geoid height was determined by GEOID03.
 KY3028
 KY3028;                    North         East     Units Scale Factor Converg.
 KY3028;SPC PA S     -   187,715.681   397,281.905   MT  1.00000524   -1 33 48.2
 KY3028;SPC PA S     -   615,863.86  1,303,415.72   sFT  1.00000524   -1 33 48.2
 KY3028;UTM  17      - 4,538,982.605   570,673.500   MT  0.99966147   +0 33 04.7
 KY3028
 KY3028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3028!SPC PA S     -   0.99993868  x   1.00000524  =   0.99994392
 KY3028!UTM  17      -   0.99993868  x   0.99966147  =   0.99960017
 KY3028
 KY3028:                Primary Azimuth Mark                     Grid Az
 KY3028:SPC PA S     -  HOLBEN                                   074 21 45.0
 KY3028:UTM  17      -  HOLBEN                                   072 14 52.1
 KY3028
 KY3028|---------------------------------------------------------------------|
 KY3028| PID    Reference Object                     Distance      Geod. Az  |
 KY3028|                                                           dddmmss.s |
 KY3028| MB1910 HOLBEN                              APPROX. 1.3 KM 0724756.8 |
 KY3028| CX3281 BOOK RM 1                            73.701 METERS 20851     |
 KY3028| CX3280 BOOK AZ MK                                         2515606.5 |
 KY3028| CX3282 BOOK RM 2                            78.828 METERS 26523     |
 KY3028| CX3283 BOOK RM 3                            37.993 METERS 32159     |
 KY3028|---------------------------------------------------------------------|
 KY3028
 KY3028                          SUPERSEDED SURVEY CONTROL
 KY3028
 KY3028  NAD 83(1995)-  40 59 56.28891(N)    080 09 34.85406(W) AD(       ) 2
 KY3028  NAD 83(1986)-  40 59 56.29144(N)    080 09 34.85959(W) AD(       ) 2
 KY3028  NAD 27      -  40 59 56.06500(N)    080 09 35.64100(W) AD(       ) 2
 KY3028
 KY3028.Superseded values are not recommended for survey control.
 KY3028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3028.See file dsdata.txt to determine how the superseded data were derived.
 KY3028
 KY3028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF7067438983(NAD 83)
 KY3028_MARKER: DD = SURVEY DISK
 KY3028_SETTING: 0 = UNSPECIFIED SETTING
 KY3028
 KY3028  HISTORY     - Date     Condition        Report By
 KY3028  HISTORY     - 1937     MONUMENTED       PAGS
 KY3028  HISTORY     - 1959     GOOD             CGS
 KY3028  HISTORY     - 1976     POOR             NGS
 KY3028
 KY3028                          STATION DESCRIPTION
 KY3028
 KY3028'DESCRIBED BY PENNSYLVANIA GEODETIC SURVEY 1937
 KY3028'FROM HARLANSBURG INN, LAWRENCE COUNTY, S ON U.S. ROUTE 19, 1.6
 KY3028'MILES, THENCE LEFT ON ROUTE 37027, 0.5 MILE TO F.W. BOOKS
 KY3028'RESIDENCE, THENCE 600 FEET TO STATION ON RIGHT SIDE OF ROAD.
 KY3028'STATION MARK IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK SET
 KY3028'IN A 1.0- BY 0.9- FOOT DRESSED SANDSTONE AND IS 1 FOOT BELOW SURFACE.
 KY3028'
 KY3028'REFERENCE MARK NO. 1 IS A PA. COORDINATE SYSTEM STANDARD BRONZE
 KY3028'DISK SET IN A LARGE 3.5- BY 3.0- FOOT BOULDER PROJECTING 2 FEET
 KY3028'AND IS SW OF STATION IN CORNER OF BRUSH AND ON PROPERTY LINE.
 KY3028'
 KY3028'REFERENCE MARK NO. 2 IS A PA. COORDINATE SYSTEM STANDARD BRONZE
 KY3028'DISK SET IN A 0.9- BY 0.6- FOOT DRESSED SANDSTONE POST PROJECTING
 KY3028'0.2 FOOT AND IS 5 FEET SE OF A 2-FOOT OAK TREE IN PROPERTY LINE.
 KY3028'
 KY3028'AZIMUTH MARK IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK SET
 KY3028'IN A DRILL HOLE IN ABUTMENT.  TO REACH GO 5 MILES SW OF STATION ON
 KY3028'ROUTE 37027 TO U.S. ROUTE 19, TURN LEFT 2 MILES TO MARK IN
 KY3028'CONCRETE CULVERT ON RIGHT SIDE OF ROAD.
 KY3028'
 KY3028'HEIGHT OF LIGHT ABOVE STATION MARK- 1.2 METERS.
 KY3028'
 KY3028'PLANE COORDINATES (N)- X EQUALS 1,334,854.77 FEET, Y EQUALS
 KY3028'312,475.00 FEET.
 KY3028
 KY3028                          STATION RECOVERY (1959)
 KY3028
 KY3028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCC)
 KY3028'THE STATION AND REFERENCE MARK NUMBER 2 WERE RECOVERED IN GOOD
 KY3028'CONDITION.  REFERENCE MARK NUMBER 1 AND THE AZIMUTH MARK WERE NOT
 KY3028'RECOVERED.
 KY3028'
 KY3028'A COMPLETE NEW DESCRIPTION FOLLOWS.
 KY3028'
 KY3028'THE STATION IS LOCATED ON A CULTIVATED KNOLL WHICH LIES ABOUT 2.5
 KY3028'MILES SOUTHEAST OF HARLANSBURG, ABOUT 1 MILE SOUTHEAST OF
 KY3028'ROCKVILLE, ABOUT 0.1 MILE SOUTH OF COUNTY HIGHWAY NUMBER 37027 AND
 KY3028'127 FEET EAST OF A LARGE ELM TREE.  HIGHER GROUND LIES ABOUT 100
 KY3028'YARDS SOUTH OF THE STATION AND A DEEP STRIP MINE LIES ABOUT A
 KY3028'HUNDRED YARDS WEST.
 KY3028'
 KY3028'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NUMBER 19 AND STATE
 KY3028'HIGHWAY NUMBER 108 IN THE VILLAGE OF HARLANSBURG, GO SOUTH ON U.S.
 KY3028'HIGHWAY NUMBER 19 FOR 2.0 MILES, TURN LEFT, ONTO COUNTY HIGHWAY
 KY3028'NUMBER 37027, AND GO EASTERLY FOR 0.5 MILE TO STRIP MINE, TURN
 KY3028'RIGHT, ONTO A TRACK ROAD, AND GO SOUTHEAST, AROUND THE EASTERLY
 KY3028'SIDE OF THE STRIP MINE FOR 0.3 MILE TO THE OPEN FIELD AND THE STATION.
 KY3028'
 KY3028'THE STATION IS A PENNSYLVANIA STATE COORDINATE SYSTEM BRONZE
 KY3028'TRIANGULATION STATION DISK, STAMPED BOOK 1937 MERCER COUNTY, SET
 KY3028'IN CONCRETE WHICH IS 1 FOOT BELOW THE SURFACE OF THE GROUND.
 KY3028'
 KY3028'REFERENCE MARK NUMBER 2 IS A PENNSYLVANIA STATE COORDINATE SYSTEM
 KY3028'BRONZE REFERENCE DISK, STAMPED BOOK NO 2 1937, SET IN THE TOP OF A
 KY3028'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 KY3028'GROUND. IT IS LOCATED 12 FEET SOUTHEAST OF A LARGE ELM TREE AND 4
 KY3028'FEET LOWER THAN THE STATION.
 KY3028'
 KY3028'REFERENCE MARK NUMBER 3 IS A STANDARD DISK, STAMPED BOOK NO 3
 KY3028'1937, SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2
 KY3028'INCHES.  IT IS LOCATED 75 FEET EAST OF A STRIPPING AREA, 3 FEET
 KY3028'WEST OF A CULTIVATED FIELD AND 17 FEET LOWER THAN THE STATION.
 KY3028'
 KY3028'TRIANGULATION STATION HOLBEN IS VISIBLE FROM THE GROUND AND MAY BE
 KY3028'USED FOR AN AZIMUTH MARK.
 KY3028'
 KY3028'OBSERVATIONS MADE FROM A FOUR FOOT STAND.
 KY3028
 KY3028                          STATION RECOVERY (1976)
 KY3028
 KY3028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 KY3028'THIS AREA WAS VISITED ON 4/6/76 AND THE ENTIRE AREA WAS FOUND
 KY3028'DISTURBED.  THE STATION MARK WAS FOUND TO HAVE BEEN DISTURBED BY A
 KY3028'BACKHOE AND IT WAS OUT OF POSITION BY 1/2 FOOT.  THERE WAS NO
 KY3028'EVIDENCE OF A SUB-SURFACE DISK FOUND.
 KY3028'
 KY3028'REFERENCE MARK 1 WAS FOUND TO HAVE BEEN MOVED TO THE SOUTH ABOUT
 KY3028'30 FEET.  THE DISK STILL REMAINS IN THE BOULDER BUT IT IS CLEARLY
 KY3028'OUT OF POSITION.
 KY3028'
 KY3028'REFERENCE MARK 2 WAS FOUND NEAR A LARGE TREE AND LEANING TO THE
 KY3028'SOUTH ABOUT 1 FOOT.  IT IS BELIEVED THIS MARK WAS HIT BY STRIP
 KY3028'MINE MACHINERY.
 KY3028'
 KY3028'REFERENCE MARK 3 WAS SEARCHED FOR BUT NOT FOUND.  THERE IS A HOLE
 KY3028'ABOUT 5 FEET DEEP AND 100 FEET LONG WHERE THE MARKS WAS ORIGINALLY
 KY3028'LOCATED.
 KY3028'
 KY3028'A SEARCH WAS MADE FOR THE OLD AZIMUTH MARK AND NO EVIDENCE OF IT
 KY3028'WAS FOUND.  IT IS BELIEVED DESTROYED AS PREVIOUSLY REPORTED.
 KY3028'
 KY3028'AN ATTEMPT WAS MADE TO RE-ESTABLISH THE STATION BY USING THE
 KY3028'DISTANCE TO THE REFERENCE MARK 2 AND THE AZIMUTH TO TRIANGULATION
 KY3028'STATION HOLBEN 1959.  WHEN THE DISTANCE TO REFERENCE MARK 2 WAS
 KY3028'USED, THE ANGLE BETWEEN THE TWO OBJECTS WERE OUT SEVERAL DEGREES.
 KY3028'THERE IS NO WAY POSSIBLE TO RE-ESTABLISH THIS STATION AT THIS DATE.
 KY3028'
 KY3028'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 KY3028'SOUTHEAST OF ROCKVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2270 ***********************************************************************
 MA2270  DESIGNATION -  BOONE
 MA2270  PID         -  MA2270
 MA2270  STATE/COUNTY-  PA/CLEARFIELD
 MA2270  USGS QUAD   -  SABULA (1986)
 MA2270
 MA2270                         *CURRENT SURVEY CONTROL
 MA2270  ___________________________________________________________________
 MA2270* NAD 83(1992)-  41 14 50.21511(N)    078 38 48.27928(W)     ADJUSTED  
 MA2270* NAVD 88     -       721.88   (+/-2cm)    2368.4    (feet)  VERTCON   
 MA2270  ___________________________________________________________________
 MA2270  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 MA2270  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 MA2270
 MA2270  HORZ ORDER  -  FIRST
 MA2270  VERT ORDER  -  THIRD ? (See Below)
 MA2270
 MA2270.The horizontal coordinates were established by classical geodetic methods
 MA2270.and adjusted by the National Geodetic Survey in June 2002..
 MA2270
 MA2270.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2270.The vertical order pertains to the NGVD 29 superseded value.
 MA2270
 MA2270.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2270
 MA2270.The geoid height was determined by GEOID03.
 MA2270
 MA2270;                    North         East     Units Scale Factor Converg.
 MA2270;SPC PA N     -   120,395.278   524,839.197   MT  0.99996123   -0 35 35.6
 MA2270;SPC PA N     -   394,996.84  1,721,909.93   sFT  0.99996123   -0 35 35.6
 MA2270;UTM  17      - 4,568,878.820   697,178.233   MT  1.00007851   +1 33 07.3
 MA2270
 MA2270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2270!SPC PA N     -   0.99989180  x   0.99996123  =   0.99985304
 MA2270!UTM  17      -   0.99989180  x   1.00007851  =   0.99997031
 MA2270
 MA2270:                Primary Azimuth Mark                     Grid Az
 MA2270:SPC PA N     -  BOONE AZ MK RESET                        043 02 12.8
 MA2270:UTM  17      -  BOONE AZ MK RESET                        040 53 29.9
 MA2270
 MA2270|---------------------------------------------------------------------|
 MA2270| PID    Reference Object                     Distance      Geod. Az  |
 MA2270|                                                           dddmmss.s |
 MA2270| CK6711 BOONE AZ MK RESET                                  0422637.2 |
 MA2270| CK6710 BOONE AZ MK                                        0442433.9 |
 MA2270| CK6714 BOONE RM 3                           22.920 METERS 06839     |
 MA2270| CK6712 BOONE RM 1                           18.970 METERS 07450     |
 MA2270| MA0560 LUTHER                              APPROX.22.3 KM 1920936.6 |
 MA2270| CK6713 BOONE RM 2                           22.212 METERS 19256     |
 MA2270| MA2271 BOONE FIRE TOWER                      7.977 METERS 25520     |
 MA2270|---------------------------------------------------------------------|
 MA2270
 MA2270                          SUPERSEDED SURVEY CONTROL
 MA2270
 MA2270  NAD 83(1986)-  41 14 50.21558(N)    078 38 48.28135(W) AD(       ) 1
 MA2270  NAD 27      -  41 14 49.99883(N)    078 38 49.18936(W) AD(       ) 1
 MA2270  NGVD 29 (07/19/86)  721.99   (m)         2368.7    (f) LEVELING    3  
 MA2270
 MA2270.Superseded values are not recommended for survey control.
 MA2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2270.See file dsdata.txt to determine how the superseded data were derived.
 MA2270
 MA2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF9717868879(NAD 83)
 MA2270_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2270
 MA2270  HISTORY     - Date     Condition        Report By
 MA2270  HISTORY     - 1938     MONUMENTED       CGS
 MA2270  HISTORY     - 1958     SEE DESCRIPTION  CGS
 MA2270  HISTORY     - 1968     SEE DESCRIPTION  CGS
 MA2270
 MA2270                          STATION DESCRIPTION
 MA2270
 MA2270'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 MA2270'STATION IS AT BOONE FIRE TOWER, ON BOONE MT., 5 MILES NW OF
 MA2270'PENNFIELD, AND 9 MILES E OF BROCKWAY, MARK IS 15 FEET NW OF CENTER
 MA2270'LINE OF DIRT ROAD, 26.1 FEET E BY N OF CENTER OF FIRE TOWER, 79 FEET
 MA2270'ENE OF RANGER CABIN, ALL MARKS ARE STAMPED BOONE, 1938 AND PROTRUDE
 MA2270'APPROXIMATELY 8 INCHES.
 MA2270'
 MA2270'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 MA2270'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 MA2270'
 MA2270'REFERENCE MARK NO. 1 IS E OF STATION AND 18 FEET SE OF CENTER LINE OF
 MA2270'DIRT ROAD.  REFERENCE MARK NO. 2 IS SW OF STATION AND 18 FEET SE OF
 MA2270'CENTER LINE OF DIRT ROAD.
 MA2270'
 MA2270'AZIMUTH MARK IS 0.07 MILE NE OF STATION AND 22 FEET SE OF CENTER LINE
 MA2270'OF DIRT ROAD.
 MA2270'
 MA2270'TO REACH STATION FROM PENNFIELD AT INTERSECTION OF ROUTES 153 AND
 MA2270'255, GO NW ON DIRT ROAD 17041, 1.15 MILES TO FORK, TAKE L FORK
 MA2270'AND FOLLOW ROAD UPHILL 3.9 MILES TO CROSSROADS AND HOUSE IN SW CORNER
 MA2270'OF INTERSECTION, TURN L AND GO 0.35 MILE TO FIRE TOWER AND
 MA2270'STATION.
 MA2270'
 MA2270'TO REACH FROM RIDGWAY AT INTERSECTION OF N. MAIN AND DEPOT STS., GO
 MA2270'SE 12 MILES ON U.S. 219 TO CINDER ROAD L, JUST N OF POWER PLANT,
 MA2270'TURN L AND GO 4.1 MILES TO CROSSROADS AND HOUSE ON SW CORNER OF
 MA2270'INTERSECTION, TURN R AND GO 0.35 MILE TO FIRE TOWER AND STATION.
 MA2270'
 MA2270'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 MA2270
 MA2270                          STATION RECOVERY (1958)
 MA2270
 MA2270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JEG)
 MA2270'THE STATION MARK AND REFERENCE MARK NO 2 WERE RECOVERED AS DESCRIBED
 MA2270'AND FOUND IN GOOD CONDITION.  A DIFFERENCE BETWEEN THE OLD AND NEW
 MA2270'MEASUREMENT TO R.M. NO 2 WAS NOTED.  THIS MEASUREMENT WAS DOUBLE
 MA2270'CHECKED IN THE FIELD AND IS BELEIVED TO BE CORRECT.  A DIFFERENCE IN
 MA2270'THE DIRECTION WAS ALSO NOTED TO R.M. NO 2.  REFERENCE MARK NO 1 WAS
 MA2270'SEARCHED FOR BUT NOT RECOVERED.  APPARENTLY IT HAS BEEN DESTROYED
 MA2270'BY HEAVY ROAD GRADING EQUIPMENT.  A REFERENCE MARK NO 3 WAS
 MA2270'ESTABLISHED AT THIS DATE.  THE AZIMUTH MARK WAS RECOVERED, BUT FOUND
 MA2270'IN POOR CONDITION.  IT WAS DESTROYED AND NEW MARK WAS ESTABLISHED AT
 MA2270'THIS DATE.  A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 MA2270'
 MA2270'THE STATION IS LOCATED NEAR THE BOONE FIRE TOWER ON BOONE MOUNTAIN,
 MA2270'ABOUT 9 MILES EAST OF BROCKWAY AND ABOUT 5 MILES NORTHWEST OF
 MA2270'PENFIELD.  IT IS 57 FEET EAST OF THE NORTHEAST CORNER OF A GARAGE, 26
 MA2270'FEET EAST OF THE CENTER OF THE FIRE TOWER AND 15 FEET NORTHWEST OF
 MA2270'THE CENTER OF A GRAVELED ROAD, AS DESCRIBED IN NOTES 1A, 7A.
 MA2270'
 MA2270'TO REACH THE STATION FROM THE POST OFFICE IN BROCKWAY, GO EAST ON
 MA2270'STATE HIGHWAY 28 FOR 0.57 MILE TO THE JUNCTION OF STATE HIGHWAY
 MA2270'219 AND STATE HIGHWAY 28, GO EAST-NORTHEAST ON STATE HIGHWAY 219 FOR
 MA2270'6.1 MILES TO A Y-INTERSECTION.  TAKE THE RIGHT FORK, A GRAVELED
 MA2270'ROAD, AND GO 4.16 MILES TO A CROSSROAD AND SIGN WELCOME BOONE MT.
 MA2270'FIRE TOWER AT THE CREST OF THE RIDGE.  TURN RIGHT ON A GRAVELED ROAD
 MA2270'AND GO WEST 0.3 MILE TO THE AZIMUTH MARK ON THE SOUTH SIDE OF THE
 MA2270'ROAD, AS DESCRIBED.  CONTINUE STRAIGHT AHEAD ON THE GRAVELED ROAD
 MA2270'FOR 0.1 MILE TO FIRE TOWER AND STATION ON THE NORTH SIDE OF THE
 MA2270'ROAD.
 MA2270'
 MA2270'THE STATION MARK, A STANDARD DISK STAMPED BOONE 1938, IS SET IN THE
 MA2270'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 8 INCHES
 MA2270'ABOVE THE SURFACE OF THE GROUND.
 MA2270'
 MA2270'REFERENCE MARK NO 2, A STANDARD DISK STAMPED BOONE NO 2 1938, IS SET
 MA2270'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 MA2270'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 19 FEET SOUTH OF THE
 MA2270'CENTER OF A GRAVELED ROAD AND 5 FEET NORTH OF A WHITE WITNESS
 MA2270'POST, AS DESCRIBED IN NOTE 11A.
 MA2270'
 MA2270'THE AZIMUTH MARK, A STANDARD DISK STAMPED BOONE 1938 RESET 1958, IS
 MA2270'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 MA2270'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 12 FEET SOUTH OF THE
 MA2270'CENTER OF A GRAVELED ROAD AND 2 FEET SOUTHWEST OF A TELEPHONE
 MA2270'POLE AND A WHITE WITNESS POST, AS DESCRIBED IN NOTE 16A.
 MA2270
 MA2270                          STATION RECOVERY (1968)
 MA2270
 MA2270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA2270'THE STATION MARK, REFERENCE MARKS NO. 2 AND NO. 3 AND THE AZIMUTH
 MA2270'MARK WERE RECOVERED.  THE STATION MARK WAS FOUND TO BE LEANING
 MA2270'SLIGHTLY.  WHEN THE MARK WAS PULLED OUT OF THE GROUND TO SET A NEW
 MA2270'SURFACE MARK THE UNDERGROUND MARK WAS FOUND TO BE STUCK TO IT THERE
 MA2270'FORE DESTROYING THE STATION.  BOONE 2 WAS ESTABLISHED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2269 ***********************************************************************
 MA2269  DESIGNATION -  BOONE 2
 MA2269  PID         -  MA2269
 MA2269  STATE/COUNTY-  PA/CLEARFIELD
 MA2269  USGS QUAD   -  SABULA (1986)
 MA2269
 MA2269                         *CURRENT SURVEY CONTROL
 MA2269  ___________________________________________________________________
 MA2269* NAD 83(1992)-  41 14 50.31299(N)    078 38 48.44202(W)     ADJUSTED  
 MA2269* NAVD 88     -       721.6    (meters)    2367.     (feet)  VERTCON   
 MA2269  ___________________________________________________________________
 MA2269  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 MA2269  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 MA2269
 MA2269  HORZ ORDER  -  SECOND
 MA2269
 MA2269.The horizontal coordinates were established by classical geodetic methods
 MA2269.and adjusted by the National Geodetic Survey in June 2002..
 MA2269
 MA2269.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2269
 MA2269.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2269
 MA2269.The geoid height was determined by GEOID03.
 MA2269
 MA2269;                    North         East     Units Scale Factor Converg.
 MA2269;SPC PA N     -   120,398.336   524,835.440   MT  0.99996123   -0 35 35.7
 MA2269;SPC PA N     -   395,006.87  1,721,897.61   sFT  0.99996123   -0 35 35.7
 MA2269;UTM  17      - 4,568,881.736   697,174.363   MT  1.00007849   +1 33 07.2
 MA2269
 MA2269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2269!SPC PA N     -   0.99989185  x   0.99996123  =   0.99985308
 MA2269!UTM  17      -   0.99989185  x   1.00007849  =   0.99997033
 MA2269
 MA2269:                Primary Azimuth Mark                     Grid Az
 MA2269:SPC PA N     -  RED HILL RELAY TOWER                     039 57 11.6
 MA2269:UTM  17      -  RED HILL RELAY TOWER                     037 48 28.7
 MA2269
 MA2269|---------------------------------------------------------------------|
 MA2269| PID    Reference Object                     Distance      Geod. Az  |
 MA2269|                                                           dddmmss.s |
 MA2269| MA2242 RED HILL RELAY TOWER                APPROX.15.0 KM 0392135.9 |
 MA2269| CK6710 BOONE AZ MK                                        0435956.3 |
 MA2269| CK6714 BOONE RM 3                           25.662 METERS 07820     |
 MA2269| CK6713 BOONE RM 2                           24.670 METERS 18306     |
 MA2269| MA0560 LUTHER                              APPROX.22.3 KM 1920856.3 |
 MA2269| MA2271 BOONE FIRE TOWER                      6.390 METERS 21756     |
 MA2269|---------------------------------------------------------------------|
 MA2269
 MA2269                          SUPERSEDED SURVEY CONTROL
 MA2269
 MA2269  NAD 83(1986)-  41 14 50.31367(N)    078 38 48.44415(W) AD(       ) 2
 MA2269  NAD 27      -  41 14 50.09695(N)    078 38 49.35002(W) AD(       ) 2
 MA2269  NGVD 29 (07/19/86)  721.7    (m)         2368.     (f) VERT ANG       
 MA2269
 MA2269.Superseded values are not recommended for survey control.
 MA2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2269.See file dsdata.txt to determine how the superseded data were derived.
 MA2269
 MA2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF9717468882(NAD 83)
 MA2269_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2269
 MA2269  HISTORY     - Date     Condition        Report By
 MA2269  HISTORY     - 1968     MONUMENTED       CGS
 MA2269  HISTORY     - 1972     SEE DESCRIPTION  PADT
 MA2269
 MA2269                          STATION DESCRIPTION
 MA2269
 MA2269'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA2269'THE STATION IS LOCATED ABOUT 7 MILES EAST OF BROCKWAY, 5 MILES
 MA2269'NORTHWEST OF PENFIELD AND 21.11 FEET NORTHEAST OF THE BOONE FIRE
 MA2269'TOWER.
 MA2269'
 MA2269'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 255 AND 153,
 MA2269'IN PENFIELD, GO NORTHWEST ON STATE HIGHWAY 153 FOR 4.8 MILES TO A
 MA2269'CROSSROAD AT THE TOP OF A LONG GRADE, TURN LEFT AND GO WEST ON THE
 MA2269'GRAVELED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 MA2269'WEST ON THE GRAVELED ROAD FOR 0.1 MILE TO THE LOOKOUT TOWER AND THE
 MA2269'STATION ON THE RIGHT.
 MA2269'
 MA2269'THE STATION MARK IS 32 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 MA2269'THE GRAVELED ROAD, 15.5 FEET NORTH OF THE SOUTHEAST LEG OF THE
 MA2269'LOOKOUT TOWER, 15.5 FEET EAST-NORTHEAST OF THE NORTHEAST LEG OF THE
 MA2269'LOOKOUT TOWER AND 4.8 FEET SOUTHEAST OF A METAL WITNESS POST.  THE
 MA2269'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST SET
 MA2269'FLUSH WITH THE GROUND AND IS STAMPED BOONE 2 1968.
 MA2269'
 MA2269'REFERENCE MARK NO. 2 IS 54 FEET SOUTH OF THE SOUTHWEST LEG OF THE
 MA2269'LOOKOUT TOWER, 28 FEET SOUTH-SOUTHWEST OF A POWERLINE POLE WITH A
 MA2269'TRANSFORMER AND 21 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 MA2269'GRAVELED ROAD.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A
 MA2269'SQUARE CONCRETE POST PROJECTING 5 INCHES AND IS STAMPED BOONE NO 2
 MA2269'1938.
 MA2269'
 MA2269'REFERENCE MARK NO. 3 IS 19 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 MA2269'OF THE GRAVELED ROAD, 15.5 FEET NORTH-NORTHEAST OF A 10-INCH
 MA2269'HICKORY TREE AND 6 FEET SOUTHWEST OF A CONCRETE WITNESS POST.  THE
 MA2269'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 MA2269'SET FLUSH WITH THE GROUND AND IS STAMPED BOONE NO 3 1938.
 MA2269'
 MA2269'THE AZIMUTH MARK IS 11 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 MA2269'THE GRAVELED ROAD, 8 FEET NORTH OF A POWERLINE POLE AND 2.5 FEET
 MA2269'SOUTH-SOUTHWEST OF A WHITE WITNESS POST.  THE MARK IS A STANDARD DISK
 MA2269'SET IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH WITH THE GROUND
 MA2269'AND IS STAMPED BOONE 1938 RESET 1958.
 MA2269'
 MA2269'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 MA2269
 MA2269                          STATION RECOVERY (1972)
 MA2269
 MA2269'RECOVERY NOTE BY PA DEPT OF TRANSP 1972
 MA2269'BOONE 2 1968 GOOD
 MA2269'
 MA2269'BOONE NO. 2 1938 GOOD
 MA2269'
 MA2269'BOONE NO 3 1938 GOOD
 MA2269'
 MA2269'BOONE 1938 RESET 1958 GOOD
 MA2269'
 MA2269'BOONE 1938 RESET 1958, THE AZIMUTH MARK, WAS POORLY DESCRIBED
 MA2269'DISTANCE-WISE FROM BOONE 2 1968.  BOONE 1938 RESET 1958 IS NOT 0.1 MI
 MA2269'NE, BUT 0.18 MI N.E. OF STA BOONE 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2271 ***********************************************************************
 MA2271  DESIGNATION -  BOONE FIRE TOWER
 MA2271  PID         -  MA2271
 MA2271  STATE/COUNTY-  PA/CLEARFIELD
 MA2271  USGS QUAD   -  SABULA (1986)
 MA2271
 MA2271                         *CURRENT SURVEY CONTROL
 MA2271  ___________________________________________________________________
 MA2271* NAD 83(1992)-  41 14 50.14963(N)    078 38 48.61072(W)     ADJUSTED  
 MA2271* NAVD 88     -                                                        
 MA2271  ___________________________________________________________________
 MA2271  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 MA2271  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 MA2271
 MA2271  HORZ ORDER  -  THIRD
 MA2271
 MA2271.The horizontal coordinates were established by classical geodetic methods
 MA2271.and adjusted by the National Geodetic Survey in June 2002..
 MA2271
 MA2271
 MA2271.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2271
 MA2271.The geoid height was determined by GEOID03.
 MA2271
 MA2271;                    North         East     Units Scale Factor Converg.
 MA2271;SPC PA N     -   120,393.338   524,831.460   MT  0.99996123   -0 35 35.9
 MA2271;SPC PA N     -   394,990.48  1,721,884.55   sFT  0.99996123   -0 35 35.9
 MA2271;UTM  17      - 4,568,876.592   697,170.573   MT  1.00007847   +1 33 07.1
 MA2271
 MA2271                          SUPERSEDED SURVEY CONTROL
 MA2271
 MA2271  NAD 83(1986)-  41 14 50.15063(N)    078 38 48.61301(W) AD(       ) 4
 MA2271  NAD 27      -  41 14 49.93394(N)    078 38 49.51836(W) AD(       ) 3
 MA2271
 MA2271.Superseded values are not recommended for survey control.
 MA2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2271.See file dsdata.txt to determine how the superseded data were derived.
 MA2271
 MA2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF9717168877(NAD 83)
 MA2271
 MA2271  HISTORY     - Date     Condition        Report By
 MA2271  HISTORY     - UNK      MONUMENTED
 MA2271  HISTORY     - 1968     SEE DESCRIPTION  CGS
 MA2271
 MA2271                          STATION DESCRIPTION
 MA2271
 MA2271'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA2271'STATION RECOVERED IN GOOD CONDITION.  A TRAVERSE CONNECTION WAS MADE
 MA2271'TO TRIANGULATION STATION BOONE 2 1968, DISTANCE BEING 21.11 FEET
 MA2271'OR 6.435 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0994 ***********************************************************************
 LZ0994  DESIGNATION -  BOONVILLE
 LZ0994  PID         -  LZ0994
 LZ0994  STATE/COUNTY-  PA/CLINTON
 LZ0994  USGS QUAD   -  LOGANTON (1983)
 LZ0994
 LZ0994                         *CURRENT SURVEY CONTROL
 LZ0994  ___________________________________________________________________
 LZ0994* NAD 83(1992)-  41 01 26.57061(N)    077 20 34.62566(W)     ADJUSTED  
 LZ0994* NAVD 88     -       395.662  (meters)    1298.10   (feet)  ADJUSTED  
 LZ0994  ___________________________________________________________________
 LZ0994  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 LZ0994  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LZ0994  DYNAMIC HT  -         395.468 (meters)    1297.46  (feet)  COMP
 LZ0994  MODELED GRAV-     980,123.8   (mgal)                       NAVD 88
 LZ0994
 LZ0994  HORZ ORDER  -  SECOND
 LZ0994  VERT ORDER  -  SECOND    CLASS 0
 LZ0994
 LZ0994.The horizontal coordinates were established by classical geodetic methods
 LZ0994.and adjusted by the National Geodetic Survey in June 2002..
 LZ0994
 LZ0994.The orthometric height was determined by differential leveling
 LZ0994.and adjusted by the National Geodetic Survey in June 1991..
 LZ0994
 LZ0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ0994
 LZ0994.The geoid height was determined by GEOID03.
 LZ0994
 LZ0994.The dynamic height is computed by dividing the NAVD 88
 LZ0994.geopotential number by the normal gravity value computed on the
 LZ0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0994.degrees latitude (g = 980.6199 gals.).
 LZ0994
 LZ0994.The modeled gravity was interpolated from observed gravity values.
 LZ0994
 LZ0994;                    North         East     Units Scale Factor Converg.
 LZ0994;SPC PA N     -    95,295.717   634,233.843   MT  0.99998027   +0 16 09.4
 LZ0994;SPC PA N     -   312,649.36  2,080,815.53   sFT  0.99998027   +0 16 09.4
 LZ0994;UTM  18      - 4,544,070.911   303,018.117   MT  1.00007758   -1 32 18.1
 LZ0994
 LZ0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ0994!SPC PA N     -   0.99994315  x   0.99998027  =   0.99992342
 LZ0994!UTM  18      -   0.99994315  x   1.00007758  =   1.00002073
 LZ0994
 LZ0994|---------------------------------------------------------------------|
 LZ0994| PID    Reference Object                     Distance      Geod. Az  |
 LZ0994|                                                           dddmmss.s |
 LZ0994| LZ0996 BOONVILLE RM 2                        8.780 METERS 17625     |
 LZ0994| KW1625 TYLERSVILLE                         APPROX. 7.1 KM 2455758.8 |
 LZ0994| LZ0995 BOONVILLE RM 1                        7.920 METERS 35804     |
 LZ0994|---------------------------------------------------------------------|
 LZ0994
 LZ0994                          SUPERSEDED SURVEY CONTROL
 LZ0994
 LZ0994  NAD 83(1986)-  41 01 26.56752(N)    077 20 34.62270(W) AD(       ) 2
 LZ0994  NAD 27      -  41 01 26.30140(N)    077 20 35.69870(W) AD(       ) 2
 LZ0994  NGVD 29 (??/??/92)  395.852  (m)         1298.72   (f) ADJ UNCH    2 0
 LZ0994
 LZ0994.Superseded values are not recommended for survey control.
 LZ0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0994.See file dsdata.txt to determine how the superseded data were derived.
 LZ0994
 LZ0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL0301844071(NAD 83)
 LZ0994_MARKER: DS = TRIANGULATION STATION DISK
 LZ0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0994_STAMPING: BOONVILLE 1959
 LZ0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0994+STABILITY: SURFACE MOTION
 LZ0994
 LZ0994  HISTORY     - Date     Condition        Report By
 LZ0994  HISTORY     - 1959     MONUMENTED       CGS
 LZ0994  HISTORY     - 1960     GOOD             NGS
 LZ0994  HISTORY     - 1966     SEE DESCRIPTION  USGS
 LZ0994  HISTORY     - 1987     GOOD             NGS
 LZ0994
 LZ0994                          STATION DESCRIPTION
 LZ0994
 LZ0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LZ0994'THE STATION IS LOCATED IN THE EAST FENCE LINE OF A FARM LANE, ON
 LZ0994'PROPERTY OWNED BY MR. RAYMOND W. OVERDORF, ABOUT 3/4 MILE
 LZ0994'NORTHEAST OF BOONVILLE AND 85 FEET SOUTH OF THE CENTER OF STATE
 LZ0994'HIGHWAY 780.
 LZ0994'
 LZ0994'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY 18027 AND
 LZ0994'STATE HIGHWAY 780 IN THE WEST EDGE OF THE VILLAGE OF
 LZ0994'BOONVILLE, GO EAST ON STATE HIGHWAY 780 FOR 0.93 MILE TO A LARGE BARN
 LZ0994'ON THE LEFT, NORTH, SIDE OF THE HIGHWAY AND A FARM LANE
 LZ0994'BETWEEN TWO CULTIVATED FIELDS ON THE RIGHT, SOUTH, SIDE OF THE
 LZ0994'HIGHWAY.  TURN RIGHT AND GO SOUTH ON THE FARM LANE FOR ABOUT 80
 LZ0994'FEET TO THE STATION ON THE LEFT AS DESCRIBED.
 LZ0994'
 LZ0994'THE STATION MARK, A STANDARD DISK STAMPED BOONVILLE 1959, IS SET IN
 LZ0994'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 LZ0994'SURFACE OF THE GROUND.  IT IS 85 FEET SOUTH OF THE CENTER OF STATE
 LZ0994'HIGHWAY 780, 62.7 FEET SOUTH OF THE NORTHEAST FENCE CORNER AND
 LZ0994'6.5 FEET SOUTH OF A STANDARD METAL WITNESS POST AND MARKER.
 LZ0994'
 LZ0994'REFERENCE MARK 1, A STANDARD DISK STAMPED BOONVILLE NO 1 1959, IS SET
 LZ0994'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS
 LZ0994'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 19.8 FEET NORTH OF A
 LZ0994'STANDARD METAL WITNESS POST AND MARKER AND IS ABOUT 16
 LZ0994'INCHES HIGHER THAN THE STATION.
 LZ0994'
 LZ0994'REFERENCE MARK 2, A STANDARD DISK STAMPED BOONVILLE NO 2 1959, IS SET
 LZ0994'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS
 LZ0994'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 34 FEET SOUTH OF A
 LZ0994'STANDARD METAL WITNESS POST AND MARKER AND IS ABOUT 16 INCHES
 LZ0994'LOWER THAN THE STATION.
 LZ0994'
 LZ0994'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  STATION
 LZ0994'LOGANTON MAY BE USED AS AN AZIMUTH MARK.
 LZ0994'
 LZ0994'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 LZ0994
 LZ0994                          STATION RECOVERY (1960)
 LZ0994
 LZ0994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 LZ0994'1 MI E FROM BOONEVILLE.
 LZ0994'0.95 MILE EAST ALONG STATE HIGHWAY 780 FROM THE ST. JOHNS
 LZ0994'EVANGELICAL LUTHERAN CHURCH AT BOONEVILLE, 0.7 MILE EAST OF
 LZ0994'BENCH MARK L 242, 83 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 LZ0994'29 FEET NORTH OF R.M. 2, 26 FEET SOUTH OF R.M. 1, 16 FEET EAST
 LZ0994'OF AND ACROSS A LANE FROM A NORTH-AND-SOUTH FENCE LINE, 1 FOOT
 LZ0994'WEST OF A FENCE LINE, 6.5 FEET SOUTH OF A METAL WITNESS POST.
 LZ0994'A COAST AND GEODETIC SURVEY TRIANGULATION-STATION DISK, STAMPED
 LZ0994'BOONVILLE 1959 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 LZ0994'THE GROUND.  NOTE-- THIS BENCH MARK MAY ALSO BE REACHED BY GOING
 LZ0994'2.05 MILE WEST ALONG STATE HIGHWAY 780 FROM THE JUNCTION OF
 LZ0994'HIGHWAYS 780 AND 880 IN LOGANTON.
 LZ0994
 LZ0994                          STATION RECOVERY (1966)
 LZ0994
 LZ0994'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LZ0994'STATION WAS SEARCHED FOR AND FOUND IN GOOD CONDITION.
 LZ0994
 LZ0994                          STATION RECOVERY (1987)
 LZ0994
 LZ0994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 LZ0994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0995 ***********************************************************************
 LZ0995  DESIGNATION -  BOONVILLE RM 1
 LZ0995  PID         -  LZ0995
 LZ0995  STATE/COUNTY-  PA/CLINTON
 LZ0995  USGS QUAD   -  LOGANTON (1983)
 LZ0995
 LZ0995                         *CURRENT SURVEY CONTROL
 LZ0995  ___________________________________________________________________
 LZ0995* NAD 83(1986)-  41 01 27.     (N)    077 20 35.     (W)     SCALED    
 LZ0995* NAVD 88     -       395.897  (meters)    1298.87   (feet)  ADJUSTED  
 LZ0995  ___________________________________________________________________
 LZ0995  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LZ0995  DYNAMIC HT  -         395.704 (meters)    1298.24  (feet)  COMP
 LZ0995  MODELED GRAV-     980,123.8   (mgal)                       NAVD 88
 LZ0995
 LZ0995  VERT ORDER  -  SECOND    CLASS 0
 LZ0995
 LZ0995.The horizontal coordinates were scaled from a topographic map and have
 LZ0995.an estimated accuracy of +/- 6 seconds.
 LZ0995
 LZ0995.The orthometric height was determined by differential leveling
 LZ0995.and adjusted by the National Geodetic Survey in June 1991..
 LZ0995
 LZ0995.The geoid height was determined by GEOID03.
 LZ0995
 LZ0995.The dynamic height is computed by dividing the NAVD 88
 LZ0995.geopotential number by the normal gravity value computed on the
 LZ0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0995.degrees latitude (g = 980.6199 gals.).
 LZ0995
 LZ0995.The modeled gravity was interpolated from observed gravity values.
 LZ0995
 LZ0995;                    North         East    Units  Estimated Accuracy
 LZ0995;SPC PA N     -    95,310.      634,230.      MT  (+/- 180 meters Scaled)
 LZ0995
 LZ0995                          SUPERSEDED SURVEY CONTROL
 LZ0995
 LZ0995  NGVD 29 (??/??/92)  396.087  (m)         1299.50   (f) ADJ UNCH    2 0
 LZ0995
 LZ0995.Superseded values are not recommended for survey control.
 LZ0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0995.See file dsdata.txt to determine how the superseded data were derived.
 LZ0995
 LZ0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL030440(NAD 83)
 LZ0995_MARKER: DR = REFERENCE MARK DISK
 LZ0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0995_STAMPING: BOONVILLE NO 1 1959
 LZ0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0995+STABILITY: SURFACE MOTION
 LZ0995
 LZ0995  HISTORY     - Date     Condition        Report By
 LZ0995  HISTORY     - 1959     MONUMENTED       CGS
 LZ0995  HISTORY     - 1960     GOOD             NGS
 LZ0995  HISTORY     - 1987     GOOD             NGS
 LZ0995
 LZ0995                          STATION DESCRIPTION
 LZ0995
 LZ0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LZ0995'0.9 MI E FROM BOONEVILLE.
 LZ0995'58 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 780, 55 FEET
 LZ0995'NORTH OF R.M. 2, 26 FEET NORTH OF TRIANGULATION STATION
 LZ0995'BOONEVILLE, 16 FEET EAST OF A NORTH-AND-SOUTH FENCE LINE, AND 1
 LZ0995'FOOT EAST OF A FENCE LINE.  A COAST AND GEODETIC SURVEY
 LZ0995'REFERENCE-MARK DISK, STAMPED BOONVILLE NO 1 1959 AND SET IN THE
 LZ0995'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LZ0995
 LZ0995                          STATION RECOVERY (1987)
 LZ0995
 LZ0995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 LZ0995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0996 ***********************************************************************
 LZ0996  DESIGNATION -  BOONVILLE RM 2
 LZ0996  PID         -  LZ0996
 LZ0996  STATE/COUNTY-  PA/CLINTON
 LZ0996  USGS QUAD   -  LOGANTON (1983)
 LZ0996
 LZ0996                         *CURRENT SURVEY CONTROL
 LZ0996  ___________________________________________________________________
 LZ0996* NAD 83(1986)-  41 01 27.     (N)    077 20 35.     (W)     SCALED    
 LZ0996* NAVD 88     -       395.415  (meters)    1297.29   (feet)  ADJUSTED  
 LZ0996  ___________________________________________________________________
 LZ0996  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LZ0996  DYNAMIC HT  -         395.222 (meters)    1296.66  (feet)  COMP
 LZ0996  MODELED GRAV-     980,123.8   (mgal)                       NAVD 88
 LZ0996
 LZ0996  VERT ORDER  -  SECOND    CLASS 0
 LZ0996
 LZ0996.The horizontal coordinates were scaled from a topographic map and have
 LZ0996.an estimated accuracy of +/- 6 seconds.
 LZ0996
 LZ0996.The orthometric height was determined by differential leveling
 LZ0996.and adjusted by the National Geodetic Survey in June 1991..
 LZ0996
 LZ0996.The geoid height was determined by GEOID03.
 LZ0996
 LZ0996.The dynamic height is computed by dividing the NAVD 88
 LZ0996.geopotential number by the normal gravity value computed on the
 LZ0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0996.degrees latitude (g = 980.6199 gals.).
 LZ0996
 LZ0996.The modeled gravity was interpolated from observed gravity values.
 LZ0996
 LZ0996;                    North         East    Units  Estimated Accuracy
 LZ0996;SPC PA N     -    95,310.      634,230.      MT  (+/- 180 meters Scaled)
 LZ0996
 LZ0996                          SUPERSEDED SURVEY CONTROL
 LZ0996
 LZ0996  NGVD 29 (??/??/92)  395.605  (m)         1297.91   (f) ADJ UNCH    2 0
 LZ0996
 LZ0996.Superseded values are not recommended for survey control.
 LZ0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0996.See file dsdata.txt to determine how the superseded data were derived.
 LZ0996
 LZ0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL030440(NAD 83)
 LZ0996_MARKER: DR = REFERENCE MARK DISK
 LZ0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0996_STAMPING: BOONVILLE NO 2 1959
 LZ0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0996+STABILITY: SURFACE MOTION
 LZ0996
 LZ0996  HISTORY     - Date     Condition        Report By
 LZ0996  HISTORY     - 1959     MONUMENTED       CGS
 LZ0996  HISTORY     - 1960     GOOD             NGS
 LZ0996  HISTORY     - 1987     GOOD             NGS
 LZ0996
 LZ0996                          STATION DESCRIPTION
 LZ0996
 LZ0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LZ0996'0.9 MI E FROM BOONEVILLE.
 LZ0996'102 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 780, 55 FEET
 LZ0996'SOUTH OF R.M. 1, 29 FEET SOUTH OF TRIANGULATION STATION
 LZ0996'BOONEVILLE, 16 FEET EAST OF A NORTH-AND-SOUTH FENCE LINE, 1 FOOT
 LZ0996'WEST OF ANOTHER NORTH-AND-SOUTH FENCE.  A COAST AND GEODETIC
 LZ0996'SURVEY REFERENCE-MARK DISK, STAMPED BOONVILLE NO 2 1959 AND
 LZ0996'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LZ0996
 LZ0996                          STATION RECOVERY (1987)
 LZ0996
 LZ0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 LZ0996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2250 ***********************************************************************
 MA2250  DESIGNATION -  BOOTJACK FIRE TOWER
 MA2250  PID         -  MA2250
 MA2250  STATE/COUNTY-  PA/ELK
 MA2250  USGS QUAD   -  RIDGWAY (1988)
 MA2250
 MA2250                         *CURRENT SURVEY CONTROL
 MA2250  ___________________________________________________________________
 MA2250* NAD 83(1992)-  41 24 00.84970(N)    078 41 32.57341(W)     ADJUSTED  
 MA2250* NAVD 88     -       672.17   (+/-2cm)    2205.3    (feet)  VERTCON   
 MA2250  ___________________________________________________________________
 MA2250  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 MA2250  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 MA2250
 MA2250  HORZ ORDER  -  THIRD
 MA2250  VERT ORDER  -  THIRD ? (See Below)
 MA2250
 MA2250.The horizontal coordinates were established by classical geodetic methods
 MA2250.and adjusted by the National Geodetic Survey in June 2002..
 MA2250
 MA2250.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2250.The vertical order pertains to the NGVD 29 superseded value.
 MA2250
 MA2250.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2250
 MA2250.The geoid height was determined by GEOID03.
 MA2250
 MA2250;                    North         East     Units Scale Factor Converg.
 MA2250;SPC PA N     -   137,421.282   521,199.070   MT  0.99995688   -0 37 24.3
 MA2250;SPC PA N     -   450,856.32  1,709,967.28   sFT  0.99995688   -0 37 24.3
 MA2250;UTM  17      - 4,585,758.307   692,902.156   MT  1.00005796   +1 31 35.5
 MA2250
 MA2250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2250!SPC PA N     -   0.99989958  x   0.99995688  =   0.99985646
 MA2250!UTM  17      -   0.99989958  x   1.00005796  =   0.99995753
 MA2250
 MA2250:                Primary Azimuth Mark                     Grid Az
 MA2250:SPC PA N     -  ET 9 PHT 1964                            338 34 32.4
 MA2250:UTM  17      -  ET 9 PHT 1964                            336 25 32.6
 MA2250
 MA2250|---------------------------------------------------------------------|
 MA2250| PID    Reference Object                     Distance      Geod. Az  |
 MA2250|                                                           dddmmss.s |
 MA2250| MA2254 ET 9 PHT 1964                       APPROX.11.4 KM 3375708.1 |
 MA2250|---------------------------------------------------------------------|
 MA2250
 MA2250                          SUPERSEDED SURVEY CONTROL
 MA2250
 MA2250  NAD 83(1986)-  41 24 00.85049(N)    078 41 32.57442(W) AD(       ) 3
 MA2250  NAD 27      -  41 24 00.62708(N)    078 41 33.47484(W) AD(       ) 3
 MA2250  NGVD 29 (07/19/86)  672.31   (m)         2205.7    (f) LEVELING    3  
 MA2250
 MA2250.Superseded values are not recommended for survey control.
 MA2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2250.See file dsdata.txt to determine how the superseded data were derived.
 MA2250
 MA2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF9290285758(NAD 83)
 MA2250_MARKER: DD = SURVEY DISK
 MA2250_SETTING: 66 = SET IN ROCK OUTCROP
 MA2250_SP_SET: SET IN ROCK OUTCROP
 MA2250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA2250+STABILITY: POSITION/ELEVATION WELL
 MA2250_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MA2250+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2005
 MA2250
 MA2250  HISTORY     - Date     Condition        Report By
 MA2250  HISTORY     - 1926     MONUMENTED       USGS
 MA2250  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MA2250  HISTORY     - 1968     SEE DESCRIPTION  CGS
 MA2250  HISTORY     - 20020612 GOOD             INDIV
 MA2250  HISTORY     - 20050516 GOOD             PADT
 MA2250
 MA2250                          STATION DESCRIPTION
 MA2250
 MA2250'DESCRIBED BY US GEOLOGICAL SURVEY 1926
 MA2250'LOCATED IN RIDGWAY TOWNSHIP.
 MA2250'
 MA2250'STATE DEPARTMENT OF FORESTS AND WATERS 60-FT STEEL FIRE TOWER,
 MA2250'SITUATED ON TOP OF BOOTJACK HILL WHICH IS A PROMINENT ROCKY KNOLL
 MA2250'0.25 MI E. OF RIDGWAY-DUBOIS STATE HIGHWAY AT POINT ABOUT 2.5 MI S.
 MA2250'OF RIDGWAY.  A STATE FOREST SERVICE RD. LEADS FROM THE STATE HIGHWAY
 MA2250'TO THE TOWER.  TOWER IS OF STEEL CONSTRUCTION TOPPED BY A 7- BY 7- BY
 MA2250'9-FT STEEL CABIN WITH 4-FT GLASS WINDOWS ON ALL SIDES.  INSTRUMENT
 MA2250'WAS MOUNTED ON ITS TRIPOD NEAR CENTER OF CABIN.  TRIPOD RESTED ON
 MA2250'FLOOR OF CABIN WHICH IS LAID ON STEEL BEAMS.  BOARDS FOR THE
 MA2250'OBSERVER TO STAND UPON WERE LAID IN A MANNER SO AS NOT TO TOUCH THE
 MA2250'FLOOR EXCEPT AT THE FOUR CORNERS.  INSTRUMENT FAIRLY STEADY.
 MA2250'
 MA2250'SIGNAL, CENTER OF CABIN.
 MA2250'
 MA2250'STATION MARK, STANDARD BRONZE DISK IN AN 8- BY 8- BY 18-IN. SANDSTONE
 MA2250'SET IN CONCRETE ON SOLID STONE DIRECTLY UNDER CENTER OF CABIN.
 MA2250'
 MA2250'NOTE, INSTRUMENT ECCENTRIC AND ELEVATED 60 FT.
 MA2250
 MA2250                          STATION RECOVERY (1967)
 MA2250
 MA2250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MA2250'THE TOWER WAS RECOVERED AND FROM INFORMATION RECEIVED A 30 FOOT
 MA2250'EXTENSION WAS BUILT ON TOP AND IT IS NOW 90 FEET IN HEIGHT BUT
 MA2250'CENTERED IN THE SAME PLACE.  THE TOWER IS A PENNSYLVANIA STANDARD
 MA2250
 MA2250                          STATION RECOVERY (1968)
 MA2250
 MA2250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA2250'STATION RECOVERED AS DESCRIBED.
 MA2250
 MA2250                          STATION RECOVERY (2002)
 MA2250
 MA2250'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MJH)
 MA2250'ACCESS IS RESTRICTED.  A FENCE SURROUNDING THE MARK MUST BE OPENED BY
 MA2250'THE PA DCNR
 MA2250
 MA2250                          STATION RECOVERY (2005)
 MA2250
 MA2250'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (SAC)
 MA2250'CONTACT PA DCNR - EMPORIUM AT (814)486-3353 FOR ACCESS.  MARK LOCATED
 MA2250'UNDER STEPS OF TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0076 ***********************************************************************
 KX0076  DESIGNATION -  BORELLI
 KX0076  PID         -  KX0076
 KX0076  STATE/COUNTY-  PA/CENTRE
 KX0076  USGS QUAD   -  PORT MATILDA (1994)
 KX0076
 KX0076                         *CURRENT SURVEY CONTROL
 KX0076  ___________________________________________________________________
 KX0076* NAD 83(1986)-  40 49 40.     (N)    078 00 53.     (W)     SCALED    
 KX0076* NAVD 88     -       282.262  (meters)     926.05   (feet)  ADJUSTED  
 KX0076  ___________________________________________________________________
 KX0076  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KX0076  DYNAMIC HT  -         282.123 (meters)     925.60  (feet)  COMP
 KX0076  MODELED GRAV-     980,124.8   (mgal)                       NAVD 88
 KX0076
 KX0076  VERT ORDER  -  FIRST     CLASS II
 KX0076
 KX0076.The horizontal coordinates were scaled from a topographic map and have
 KX0076.an estimated accuracy of +/- 6 seconds.
 KX0076
 KX0076.The orthometric height was determined by differential leveling
 KX0076.and adjusted by the National Geodetic Survey in June 1991..
 KX0076
 KX0076.The geoid height was determined by GEOID03.
 KX0076
 KX0076.The dynamic height is computed by dividing the NAVD 88
 KX0076.geopotential number by the normal gravity value computed on the
 KX0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0076.degrees latitude (g = 980.6199 gals.).
 KX0076
 KX0076.The modeled gravity was interpolated from observed gravity values.
 KX0076
 KX0076;                    North         East    Units  Estimated Accuracy
 KX0076;SPC PA N     -    73,450.      577,670.      MT  (+/- 180 meters Scaled)
 KX0076
 KX0076                          SUPERSEDED SURVEY CONTROL
 KX0076
 KX0076  NGVD 29 (??/??/92)  282.446  (m)          926.66   (f) ADJ UNCH    1 2
 KX0076
 KX0076.Superseded values are not recommended for survey control.
 KX0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0076.See file dsdata.txt to determine how the superseded data were derived.
 KX0076
 KX0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF517239(NAD 83)
 KX0076_MARKER: DB = BENCH MARK DISK
 KX0076_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0076_SP_SET: FOUNDATION
 KX0076_STAMPING: BORELLI 1934
 KX0076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0076
 KX0076  HISTORY     - Date     Condition        Report By
 KX0076  HISTORY     - 1934     MONUMENTED       CGS
 KX0076  HISTORY     - 1941     GOOD             NGS
 KX0076
 KX0076                          STATION DESCRIPTION
 KX0076
 KX0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KX0076'2.8 MI NE FROM PORT MATILDA.
 KX0076'2.8 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0076'STATION AT PORT MATILDA, CENTRE COUNTY, AT THE BRIDGE OF U.S.
 KX0076'HIGHWAY 322 OVER BALD EAGLE CREEK AND THE TRACK, IN THE SOUTHWEST
 KX0076'END OF THE FOUNDATION (SEAT OF FORMER BRIDGE) OF THE CENTER PIER,
 KX0076'31.6 FEET NORTHWEST OF THE NORTHWEST RAIL, AND LEVEL WITH THE RAIL.
 KX0076'A STANDARD DISK, STAMPED BORELLI 1934.
 KX0076
 KX0076                          STATION RECOVERY (1941)
 KX0076
 KX0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 KX0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4843 ***********************************************************************
 JV4843  DESIGNATION -  BORO PA W AND P CO 1934
 JV4843  PID         -  JV4843
 JV4843  STATE/COUNTY-  PA/LANCASTER
 JV4843  USGS QUAD   -  SAFE HARBOR (1995)
 JV4843
 JV4843                         *CURRENT SURVEY CONTROL
 JV4843  ___________________________________________________________________
 JV4843* NAD 83(1992)-  39 58 38.55367(N)    076 27 42.09778(W)     ADJUSTED  
 JV4843* NAVD 88     -        70.     (meters)     230.     (feet)  SCALED    
 JV4843  ___________________________________________________________________
 JV4843  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 JV4843  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 JV4843
 JV4843  HORZ ORDER  -  SECOND
 JV4843
 JV4843.The horizontal coordinates were established by classical geodetic methods
 JV4843.and adjusted by the National Geodetic Survey in June 2002..
 JV4843
 JV4843.The orthometric height was scaled from a topographic map.
 JV4843
 JV4843.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4843
 JV4843.The geoid height was determined by GEOID03.
 JV4843
 JV4843;                    North         East     Units Scale Factor Converg.
 JV4843;SPC PA S     -    72,313.790   710,045.102   MT  0.99999341   +0 50 09.0
 JV4843;SPC PA S     -   237,249.49  2,329,539.64   sFT  0.99999341   +0 50 09.0
 JV4843;UTM  18      - 4,426,269.192   375,186.695   MT  0.99979178   -0 56 21.3
 JV4843
 JV4843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4843!SPC PA S     -   0.99999435  x   0.99999341  =   0.99998776
 JV4843!UTM  18      -   0.99999435  x   0.99979178  =   0.99978613
 JV4843
 JV4843:                Primary Azimuth Mark                     Grid Az
 JV4843:SPC PA S     -  FISH PA W AND P CO 1934                  211 12 34.0
 JV4843:UTM  18      -  FISH PA W AND P CO 1934                  212 59 04.3
 JV4843
 JV4843|---------------------------------------------------------------------|
 JV4843| PID    Reference Object                     Distance      Geod. Az  |
 JV4843|                                                           dddmmss.s |
 JV4843| JV4841 FISH PA W AND P CO 1934             APPROX. 2.9 KM 2120243.0 |
 JV4843|---------------------------------------------------------------------|
 JV4843
 JV4843                          SUPERSEDED SURVEY CONTROL
 JV4843
 JV4843  NAD 83(1991)-  39 58 38.54984(N)    076 27 42.10107(W) AD(       ) 2
 JV4843  NAD 83(1986)-  39 58 38.54928(N)    076 27 42.10163(W) AD(       ) 2
 JV4843  NAD 27      -  39 58 38.19500(N)    076 27 43.23100(W) AD(       ) 2
 JV4843
 JV4843.Superseded values are not recommended for survey control.
 JV4843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4843.See file dsdata.txt to determine how the superseded data were derived.
 JV4843
 JV4843_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK7518726269(NAD 83)
 JV4843_MARKER: Z = SEE DESCRIPTION
 JV4843_SETTING: 0 = UNSPECIFIED SETTING
 JV4843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV4843
 JV4843  HISTORY     - Date     Condition        Report By
 JV4843  HISTORY     - 1934     MONUMENTED       PWPCO
 JV4843  HISTORY     - 1935     SEE DESCRIPTION  PWPCO
 JV4843  HISTORY     - 1949     SEE DESCRIPTION  PWPCO
 JV4843  HISTORY     - 1950     GOOD             CGS
 JV4843
 JV4843                          STATION DESCRIPTION
 JV4843
 JV4843'DESCRIBED BY PENNSYLVANIA WATER AND POWER COMPANY 1934 (JB)
 JV4843'STATION IS LOCATED ON THE RIGHT-OF-WAY OF THE PENNSYLVANIA RAILROAD,
 JV4843'350 PACES S OF BLOCK SIGNAL L 340, ABOUT 225 YARDS SW OF A 2-STORY,
 JV4843'FADED GREEN HOUSE, 6 PACES W OF THE E RAIL, AND 3 PACES E OF THE EDGE
 JV4843'OF THE SUSQUEHANNA RIVER BLUFF.
 JV4843'
 JV4843'STATION MARK IS A 2 1/2-INCH METAL CAP, WITH A HOLE IN THE CENTER,
 JV4843'AND IS ABOUT 6 INCHES BELOW THE SURFACE OF THE CINDER-COVERED
 JV4843'GROUND.
 JV4843'
 JV4843'A BLACK AND WHITE RANGE POLE WILL MARK THE STATION.
 JV4843'
 JV4843'A 4-FOOT STAND WILL CLEAR ALL LINES OBSERVED.
 JV4843
 JV4843                          STATION RECOVERY (1935)
 JV4843
 JV4843'RECOVERY NOTE BY PENNSYLVANIA WATER AND POWER COMPANY 1935 (CFM)
 JV4843'STATION WAS ORIGINALLY ESTABLISHED BY ENGINEERS OF THE PENNSYLVANIA
 JV4843'WATER AND POWER COMPANY.  LETTER FROM C.F. MERRIAM.
 JV4843
 JV4843                          STATION RECOVERY (1949)
 JV4843
 JV4843'RECOVERY NOTE BY PENNSYLVANIA WATER AND POWER COMPANY 1949 (CFM)
 JV4843'LETTER FROM MR. C.F. MERRIAM, 1407 LEXINGTON BUILDING, BALTIMORE,
 JV4843'MARYLAND, DATED JUNE 29, 1949-
 JV4843'
 JV4843'STATION MONUMENT, A 2-INCH PIPE IN THE GROUND, WAS FOUND UNDISTURBED
 JV4843'BUT BURIED 18 INCHES UNDER THE CINDER ROADWAY.
 JV4843'
 JV4843'STANDARD PA. WATER AND POWER CO. CONCRETE PROPERTY MARKER, BORO R.M.
 JV4843'1 WAS SET 10.21 FEET FROM THE STATION.  IT IS A STEEL REINFORCING
 JV4843'ROD PROTRUDING 6 INCHES ABOVE THE LEVEL OF THE ROAD BETWEEN ROAD AND
 JV4843'RIVERBANK.  POINT IS THE CENTER OF THE ROD.  MARKER IS TO BE
 JV4843'REINFORCED WITH A CONCRETE CAP AT THE FIRST OPPORTUNITY.
 JV4843'
 JV4843'ANGLES TURNED FROM STATION BORO.
 JV4843
 JV4843                          STATION RECOVERY (1950)
 JV4843
 JV4843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (MLC)
 JV4843'THE 1934 STATION DESCRIPTION IS COMPLETE AND ACCURATE.  STATION MARK
 JV4843'WAS RECOVERED AND IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2141 ***********************************************************************
 AJ2141  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2141  DESIGNATION -  BORTNER
 AJ2141  PID         -  AJ2141
 AJ2141  STATE/COUNTY-  PA/SOMERSET
 AJ2141  USGS QUAD   -  MURDOCK (1981)
 AJ2141
 AJ2141                         *CURRENT SURVEY CONTROL
 AJ2141  ___________________________________________________________________
 AJ2141* NAD 83(1992)-  39 59 59.76164(N)    079 02 36.31694(W)     ADJUSTED  
 AJ2141* NAVD 88     -       708.0    (meters)    2323.     (feet)  GPS OBS   
 AJ2141  ___________________________________________________________________
 AJ2141  X           -     930,031.912 (meters)                     COMP
 AJ2141  Y           -  -4,804,034.103 (meters)                     COMP
 AJ2141  Z           -   4,078,414.593 (meters)                     COMP
 AJ2141  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 AJ2141  ELLIP HEIGHT-         676.20  (meters)          (03/28/01) GPS OBS
 AJ2141  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 AJ2141
 AJ2141  HORZ ORDER  -  A
 AJ2141  ELLP ORDER  -  THIRD     CLASS II
 AJ2141
 AJ2141.The horizontal coordinates were established by GPS observations
 AJ2141.and adjusted by the National Geodetic Survey in March 2001..
 AJ2141
 AJ2141.The orthometric height was determined by GPS observations and a
 AJ2141.high-resolution geoid model.
 AJ2141
 AJ2141.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2141
 AJ2141.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2141
 AJ2141.The ellipsoidal height was determined by GPS observations
 AJ2141.and is referenced to NAD 83.
 AJ2141
 AJ2141.The geoid height was determined by GEOID03.
 AJ2141
 AJ2141;                    North         East     Units Scale Factor Converg.
 AJ2141;SPC PA S     -    74,824.576   489,554.679   MT  0.99999025   -0 50 21.0
 AJ2141;SPC PA S     -   245,486.96  1,606,147.31   sFT  0.99999025   -0 50 21.0
 AJ2141;UTM  17      - 4,429,583.321   667,018.832   MT  0.99994342   +1 15 28.6
 AJ2141
 AJ2141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2141!SPC PA S     -   0.99989393  x   0.99999025  =   0.99988418
 AJ2141!UTM  17      -   0.99989393  x   0.99994342  =   0.99983736
 AJ2141
 AJ2141                          SUPERSEDED SURVEY CONTROL
 AJ2141
 AJ2141.No superseded survey control is available for this station.
 AJ2141
 AJ2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE6701929583(NAD 83)
 AJ2141_MARKER: DD = SURVEY DISK
 AJ2141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2141_STAMPING: BORTNER
 AJ2141_MARK LOGO: PATUCO
 AJ2141_PROJECTION: FLUSH
 AJ2141_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2141+STABILITY: SURFACE MOTION
 AJ2141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2141+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2004
 AJ2141
 AJ2141  HISTORY     - Date     Condition        Report By
 AJ2141  HISTORY     - 1998     MONUMENTED       PATUCO
 AJ2141  HISTORY     - 20000410 GOOD             PATUCO
 AJ2141  HISTORY     - 20001003 GOOD             PADT
 AJ2141  HISTORY     - 20040507 GOOD             PADT
 AJ2141
 AJ2141                          STATION DESCRIPTION
 AJ2141
 AJ2141'DESCRIBED BY PENNSYLVANIA TURNPIKE COMMISSION 2000 (CJB)
 AJ2141'THE STATION IS LOCATED IN SOMERSET COUNTY, NEAR THE EASTERN
 AJ2141'CORPORATE BOUNDARY OF THE CITY OF SOMERSET, AT THE
 AJ2141'PENNSYLVANIA TURNPIKE SERVICE PLAZA - SOMERSET NORTH, AT
 AJ2141'PENNSYLVANIA TURNPIKE MILEPOST 112.4.  THE STATION IS ALSO 55 MI (88.5
 AJ2141'KM) SOUTHEAST OF PITTSBURGH, 135 MI (217.3 KM) WEST OF HARRISBURG,
 AJ2141'AND 30 MI (48.3 KM) SOUTH OF JOHNSTOWN.
 AJ2141' 
 AJ2141'OWNERSHIP IS THE PENNSYLVANIA TURNPIKE COMMISSION, P.O. BOX 67676,
 AJ2141'HARRISBURG, PA 17106-7676, (717) 939-9551, C/O ASSISTANT CHIEF
 AJ2141'ENGINEER
 AJ2141'- DESIGN.
 AJ2141' 
 AJ2141'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE
 AJ2141'281 NORTH AND STATE ROUTE 31 EAST, PROCEED ON STATE ROUTE 31 EAST
 AJ2141'FOR 1.6 MI (2.6 KM).  AFTER CROSSING OVER THE INTERSTATE 76 (PA
 AJ2141'TURNPIKE) TURN RIGHT AT FIRST ROAD (ACCESS DRIVE TO SOMERSET
 AJ2141'SERVICE PLAZA).  PROCEED TO LOCKED GATE AND PARK IN LOT AT RIGHT.
 AJ2141'TO SCHEDULE THE GATE TO BE OPENED, CONTACT THE PA TURNPIKE
 AJ2141'MAINTENANCE FACILITY AT SOMERSET, C/O MAINTENANCE FOREMAN, (814)
 AJ2141'445-9691.  EQUIPMENT NEEDS TO BE CARED TO STATION -  APPROXIMTELY
 AJ2141'800 FT (244 M).
 AJ2141' 
 AJ2141'TO REACH THE STATION VIA INTERSTATE 76 (PA TURNPIKE), ENTER THE PA
 AJ2141'TURNPIKE AT THE BEDFORD INTERCHANGE AND PROCEED WESTBOUND ON
 AJ2141'INTERSTATE 76 (PA TURNPIKE) FOR 33 MI (53.1 KM) AND EXIT INTO THE
 AJ2141'SOMERSET SERVICE PLAZA CAR PARKING AREA.
 AJ2141' 
 AJ2141'THE STATION IS A STANDARD PA TURNPIKE COMMISSION BRASS DISK SET IN
 AJ2141'CONCRETE AT THE EAST END OF THE CAR PARKING LOT, LOCATED 6.2 FT (1.9
 AJ2141'M) NORTH OF THE NORTH EDGE OF A CONCRETE SIDEWALK, 66 FT (20.1 M)
 AJ2141'WEST OF THE EAST END OF SAME CONCRETE SIDEWALK, 39.06 FT (11.91 M)
 AJ2141'SOUTHWEST OF A 5/8 INCH REBAR, 30.76 FT (9.38 M) SOUTHEAST OF A 5/8
 AJ2141'INCH REBAR, AND 182.0 FT (55.5 M) NORTH OF THE NORTH EDGE OF THE
 AJ2141'INTERSTATE 76 (PA TURNPIKE) WEST-BOUND LANE.
 AJ2141' 
 AJ2141' 
 AJ2141' 
 AJ2141' 
 AJ2141' 
 AJ2141' 
 AJ2141' 
 AJ2141' 
 AJ2141' 
 AJ2141'
 AJ2141
 AJ2141                          STATION RECOVERY (2000)
 AJ2141
 AJ2141'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (CH)
 AJ2141'STATION IS LOCATED AT THE SOMESET NORTH SERVICE PLAZA IN SOMERSET
 AJ2141'COUNTY PENNSYLVANIA WHICH IS ABOUT 55 MI (88.5 KM) SOUTHEAST OF
 AJ2141'PITTSBURGH, 135 MI (217.3 KM) WEST OF HARRISBURG AND 30 MI (48.3 KM)
 AJ2141'SOUTH OF JOHNSTOWN.  STATION IS LOCATED NEAR THE EASTERN CORPORATE
 AJ2141'BOUNDARY OF SOMERSET AT THE PA SERVICE PLAZA - SOMERSET NORTH - AT PA
 AJ2141'TURNPIKE MILEPOST 112.4.  TO REACH FROM THE INTERSECTION OF ROUTE 2814
 AJ2141'NORTH AND ROUTE 31 EAST, FOLLOW ROUTE 31 EAST FOR 1.6 MI. (2.6 KM)
 AJ2141'AFTER CROSSING OVER I-76 (TURNPIKE) TURN RIGHT AT FIRST ROAD (ACCESS
 AJ2141'DRIVE TO SOMERSET SERVICE PLAZA) .  PROCEED TO LOCKED GATE AND PARK ON
 AJ2141'RIGHT.  EQUIPMENT MUST BE HARN-CARRIED TO THE STATION IF PRIOR CONTACT
 AJ2141'IS NOT MADE WITH THE PA TURNPIKE MAINTENANCE FACILITY AT 814.445.9691.
 AJ2141'TO REACH VIA I-76 ENTER THE TURNPIKE AT THE BEDFORD INTERCHANCE AND
 AJ2141'PROCEED WESTBOUND TOWARD PITTSBURGH.  DRIVE 33 MI (53.1 KM) AND EXIT
 AJ2141'INTO SOMERSET SERVICE PLAZA CAR PARKING AREA.  IT IS IN THE GRASS AREA
 AJ2141'AT THE EAST END OF A CAR PARKING LOT 6.2 FT (1.9 M) NORTH OF THE NORTH
 AJ2141'EDGE OF A CONCRETE SIDEWALK ALONG THE NORTH SIDE OF THE PARKING AREA
 AJ2141'AND 66 FT (20.1 M) WEST OF THE EAST END OF THE SIDEWALK.  THE STATION
 AJ2141'IS A STANDARD PA TURNPIKE COMMISSION BRASS DISK.  SET IN THE TOP OF A
 AJ2141'12 IN CONCRETE POST FLUSH WITH THE GROUND.
 AJ2141
 AJ2141                          STATION RECOVERY (2004)
 AJ2141
 AJ2141'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (TRN)
 AJ2141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2360 ***********************************************************************
 KX2360  FBN         -  This is a Federal Base Network Control Station.
 KX2360  DESIGNATION -  BOSSLER
 KX2360  PID         -  KX2360
 KX2360  STATE/COUNTY-  PA/CAMBRIA
 KX2360  USGS QUAD   -  NANTY GLO (1984)
 KX2360
 KX2360                         *CURRENT SURVEY CONTROL
 KX2360  ___________________________________________________________________
 KX2360* NAD 83(1992)-  40 27 37.61452(N)    078 46 34.78734(W)     ADJUSTED  
 KX2360* NAVD 88     -       637.1    (meters)    2090.     (feet)  GPS OBS   
 KX2360  ___________________________________________________________________
 KX2360  X           -     945,976.919 (meters)                     COMP
 KX2360  Y           -  -4,767,195.367 (meters)                     COMP
 KX2360  Z           -   4,117,411.751 (meters)                     COMP
 KX2360  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 KX2360  ELLIP HEIGHT-         604.87  (meters)          (03/28/01) GPS OBS
 KX2360  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KX2360
 KX2360  HORZ ORDER  -  B
 KX2360  ELLP ORDER  -  THIRD     CLASS II
 KX2360
 KX2360.The horizontal coordinates were established by GPS observations
 KX2360.and adjusted by the National Geodetic Survey in April 1993..
 KX2360
 KX2360.The orthometric height was determined by GPS observations and a
 KX2360.high-resolution geoid model.
 KX2360
 KX2360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KX2360
 KX2360.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2360
 KX2360.The ellipsoidal height was determined by GPS observations
 KX2360.and is referenced to NAD 83.
 KX2360
 KX2360.The geoid height was determined by GEOID03.
 KX2360
 KX2360;                    North         East     Units Scale Factor Converg.
 KX2360;SPC PA S     -   125,655.136   512,954.728   MT  0.99995951   -0 39 57.2
 KX2360;SPC PA S     -   412,253.56  1,682,918.97   sFT  0.99995951   -0 39 57.2
 KX2360;UTM  17      - 4,481,239.345   688,538.328   MT  1.00003757   +1 26 36.3
 KX2360
 KX2360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2360!SPC PA S     -   0.99990512  x   0.99995951  =   0.99986464
 KX2360!UTM  17      -   0.99990512  x   1.00003757  =   0.99994269
 KX2360
 KX2360                          SUPERSEDED SURVEY CONTROL
 KX2360
 KX2360  ELLIP H (04/16/93)  604.82   (m)                       GP(       ) 4 1
 KX2360  NAD 83(1986)-  40 27 37.62840(N)    078 46 34.80118(W) AD(       ) 3
 KX2360  NGVD 29 (05/23/95)  637.3    (m)         2091.     (f) GPS OBS        
 KX2360
 KX2360.Superseded values are not recommended for survey control.
 KX2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2360.See file dsdata.txt to determine how the superseded data were derived.
 KX2360
 KX2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE8853881239(NAD 83)
 KX2360_MARKER: DH = HORIZONTAL CONTROL DISK
 KX2360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2360_SP_SET: CONCRETE POST
 KX2360_STAMPING: BOSSLER 1986
 KX2360_MARK LOGO: NGS   
 KX2360_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX2360+STABILITY: SURFACE MOTION
 KX2360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX2360+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2003
 KX2360
 KX2360  HISTORY     - Date     Condition        Report By
 KX2360  HISTORY     - 1986     MONUMENTED       NGS
 KX2360  HISTORY     - 1986     GOOD             NGS
 KX2360  HISTORY     - 19880912 GOOD             NGS
 KX2360  HISTORY     - 19920825 GOOD             NGS
 KX2360  HISTORY     - 19931031 GOOD             NOS
 KX2360  HISTORY     - 19931031 GOOD             NOS
 KX2360  HISTORY     - 20000317 GOOD             NGS
 KX2360  HISTORY     - 20010420 GOOD             PADT
 KX2360  HISTORY     - 20030804 GOOD             PADT
 KX2360
 KX2360                          STATION DESCRIPTION
 KX2360
 KX2360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (BMP)
 KX2360'THE STATION IS LOCATED ABOUT 5.0 KM (3.1 MI) SOUTHWEST OF
 KX2360'EBENBURG, 5.0 KM (3.1 MI) EAST SOUTHEAST OF NANTY GLO AND 11.5
 KX2360'KM (7.1 MI) NORTHWEST OF PORTAGE AT THE EBENSBURG AIRPORT.
 KX2360'
 KX2360'OWNERSHIP - - BOROUGH OF EBENSBURG, PAT TIMEK MANAGER PHONE
 KX2360'814-472-5877
 KX2360'
 KX2360'TO REACH THE STATION FROM THE WEST ENTRANCE OF THE CAMBRIA
 KX2360'COUNTY COURTHOUSE IN EBENSBURG GO SOUTH FOR 0.32 KM (0.2MI)
 KX2360'ON CENTER STREET TO A CURVE LEFT THEN RIGHT AT A LONG STATE
 KX2360'OWNED BUILDING AFTER CROSSING A RAILWAY TRACK.  CONTINUE
 KX2360'STRAIGHT AHEAD AND GO SOUTH FOR 0.32 KM (0.2 MI) ON LOCUST
 KX2360'STREET TO A JUNCTION WITH U.S. HIGHWAY 22.  TURN RIGHT AND GO
 KX2360'WEST ON U.S. HIGHWAY 22 FOR 3.9 KM (2.4 MI) TO THE OVERHEAD
 KX2360'CROSSING OF U.S. HIGHWAY 219.  CONTINUE STRAIGHT AHEAD AND GO
 KX2360'WEST FOR 1.0 KM (0.65 MI) TO THE AIRPORT ENTRANCE.  TURN RIGHT
 KX2360'AND GO NORTH FOR 0.16 KM (0.1 MI) TO THE AIRPORT OFFICE.
 KX2360'CONTINUE STRAIGHT AHEAD FOR 0.16 KM (0.1 MI) ACROSS THE RUNWAY
 KX2360'TO THE STATION ON THE LEFT WITHIN THE WINDSOCK CIRCLE.
 KX2360'
 KX2360'THE STATION IS A STANDARD NGS DISK STAMPED---BOSSLER 1986---
 KX2360'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 33 CM
 KX2360'FLUSH WITH GROUND.
 KX2360'
 KX2360'LOCATED 11.9 FEET AND 36.3 METERS N FROM THE NORTH EDGE OF
 KX2360'THE RUNWAY, 32.6 FEET AND 9.94 METERS ENE FROM THE WINDSOCK,
 KX2360'6.9 FEET AND 2.10 METERS SE FROM A FIBERGLASS WITNESS POST,
 KX2360'6.6 FEET AND 2.0 METERS W FROM THE SOUTH EDGE OF A METAL BARREL
 KX2360'CIRCLE MARKER.
 KX2360'
 KX2360'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED---
 KX2360'BOSSLER 1986---SET INTO BEDROCK 0.56 METERS BELOW THE SURFACE.
 KX2360'
 KX2360'TRIANGULATION STATION JOHN WILL SERVE AS AN AZIMUTH MARK.
 KX2360'
 KX2360'DESCRIBED BY B PUTZIGER.
 KX2360
 KX2360                          STATION RECOVERY (1986)
 KX2360
 KX2360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KX2360'RECOVERED IN GOOD CONDITION.
 KX2360
 KX2360                          STATION RECOVERY (1988)
 KX2360
 KX2360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KX2360'THE STATION WAS RECOVERED IN GOOD CONDITION, A COMPLETE DESCRIPTION
 KX2360'FOLLOWS.
 KX2360'THE STATION IS LOCATED ABOUT 5.2 KM (3.25 MI) SOUTHEAST OF NANTY GLO,
 KX2360'4.1 KM (2.55 MI) SOUTHWEST OF EBENSBURG, AND 3.6 KM (2.25 MI) SOUTH OF
 KX2360'REVLOC.  AT THE EBENSBURG AIRPORT.
 KX2360'OWNERSHIP--BOROUGH OF EBENSBURG, BOX 448, ROUTE 22W, EBENSBURG, PA
 KX2360'15931.  PHONE 814-472-7166.  AIRPORT OPERATOR, PAUL RHOADES, PHONE
 KX2360'814-472-8112.
 KX2360'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 22 AND 219,
 KX2360'ABOUT 4.1 KM (2.55 MI) SOUTHWEST OF EBENSBURG, GO SOUTHWEST ON HIGHWAY
 KX2360'22 FOR 1.2 KM (0.75 MI) TO A GRAVEL ROAD ON THE RIGHT.  TURN RIGHT AND
 KX2360'GO NORTHWEST ON THE GRAVEL ROAD FOR 0.1 KM (0.05 MI) TO THE AIRPORT
 KX2360'OFFICE ON THE LEFT AND TAXIWAY ON THE RIGHT.  BEAR RIGHT AND GO
 KX2360'NORTHEAST ACROSS THE APRON AND TAXIWAY FOR 0.1 KM (0.05 MI) TO THE
 KX2360'RUNWAY.  BEAR LEFT AND GO NORTHWEST ACROSS RUNWAY AND FIELD FOR ABOUT
 KX2360'61 M (200.1 FT) TO A WINDSOCK AND THE STATION ON THE LEFT.
 KX2360'THE STATION IS A STANDARD NGS DISK SET IN THE TOP OF A ROUND CONCRETE
 KX2360'MONUMENT 25 CM IN DIAMETER THAT IS FLUSH WITH THE GROUND.  IT IS
 KX2360'LOCATED 43.9 M (144.0 FT) NORTHWEST OF THE CENTERLINE OF THE RUNWAY,
 KX2360'10.0 M (32.8 FT) EAST-NORTHEAST OF THE WINDSOCK POLE, AND 2.1 M
 KX2360'(6.9 FT) SOUTHEAST OF A CARSONITE WITNESS POST.
 KX2360'DESCRIBED BY E.J. HANSMANN, TYPED BY G.A. MEANS.
 KX2360
 KX2360                          STATION RECOVERY (1992)
 KX2360
 KX2360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 KX2360'THE STATION IS LOCATED ABOUT 5.2 KM (3.25 MI) SOUTHEAST OF NANTY GLO,
 KX2360'4.1 KM (2.55 MI) SOUTHWEST OF EBENSBURG, 3.6 KM (2.25 MI) SOUTH OF
 KX2360'REVLOC, AT THE EBENSBURG AIRPORT.  OWNERSHIP--BOROUGH OF EBENSBURG,
 KX2360'BOX 448, ROUTE 22W, EBENSBURG PA 15931, PHONE 814-472-7166, AIRPORT
 KX2360'OPERATOR, PAUL RHOADES, PHONE 814-472-8112.
 KX2360'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 22 AND 219,
 KX2360'ABOUT 4.1 KM (2.55 MI) SOUTHWEST OF EBENSBURG, GO SOUTHWEST ON
 KX2360'HIGHWAY 22 FOR 1.2 KM (0.75 MI) TO A GRAVEL ROAD ON THE RIGHT.  TURN
 KX2360'RIGHT AND GO NORTHWEST ON THE GRAVEL ROAD FOR 0.1 KM (0.05 MI) TO THE
 KX2360'AIRPORT OFFICE ON THE LEFT AND THE TAXIWAY ON THE RIGHT.  BEAR RIGHT
 KX2360'AND GO NORTHEAST ACROSS THE APRON AND TAXIWAY FOR 0.1 KM (0.05 MI) TO
 KX2360'THE RUNWAY.  BEAR LEFT AND GO NORTHWEST ACROSS RUNWAY AND FIELD FOR
 KX2360'ABOUT 61 M (200.1 FT) TO THE STATION.
 KX2360'THE STATION IS STANDARD NGS DISK SET IN THE TOP OF A CONCRETE MONUMENT
 KX2360'FLUSH WITH THE GROUND.  LOCATED 43.9 M (144.0 FT) NORTHWEST FROM THE
 KX2360'CENTERLINE OF THE RUNWAY AND 2.1 M (6.9 FT) SOUTHEAST OF A WITNESS
 KX2360'POST.
 KX2360
 KX2360                          STATION RECOVERY (1993)
 KX2360
 KX2360'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 KX2360'RECOVERED AS DESCRIBED BY NGS IN 1992.  MR RHOADES (AIRPORT CONTACT)
 KX2360'CAN ALSO BE REACHED AT 814-472-9807.
 KX2360
 KX2360                          STATION RECOVERY (1993)
 KX2360
 KX2360'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 KX2360'RECOVERED AS DESCRIBED BY NGS IN 1992.  MR RHOADES (AIRPORT CONTACT)
 KX2360'CAN ALSO BE REACHED AT 814-472-9807.
 KX2360
 KX2360                          STATION RECOVERY (2000)
 KX2360
 KX2360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 KX2360'RECOVERED AS DESCRIBED.  NOTE--THE AIRPORT MANAGER HAS CHANGED, MR.
 KX2360'DAL CARMORSINO IS NOW ACTING AIRPORT MANAGER.  CONTACT HIM ONE DAY IN
 KX2360'ADVANCE BEFORE OCCUPYING THIS STATION, PHONE 814-471-0346.  LOCATED
 KX2360'37.34 M (122.51 FT) WEST-NORTHWEST OF THE FIRST RUNWAY LIGHT SOUTHWEST
 KX2360'OF THE JUNCTION OF THE MAIN TAXIWAY AND RUNWAY.
 KX2360
 KX2360                          STATION RECOVERY (2001)
 KX2360
 KX2360'RECOVERY NOTE BY PA DEPT OF TRANSP 2001
 KX2360'RECOVERED IN GOOD CONDITION.
 KX2360
 KX2360                          STATION RECOVERY (2003)
 KX2360
 KX2360'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (LMS)
 KX2360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1246 ***********************************************************************
 KW1246  DESIGNATION -  BOTDORF
 KW1246  PID         -  KW1246
 KW1246  STATE/COUNTY-  PA/DAUPHIN
 KW1246  USGS QUAD   -  STEELTON (1987)
 KW1246
 KW1246                         *CURRENT SURVEY CONTROL
 KW1246  ___________________________________________________________________
 KW1246* NAD 83(1992)-  40 14 29.72689(N)    076 47 58.49157(W)     ADJUSTED  
 KW1246* NAVD 88     -       176.852  (meters)     580.22   (feet)  ADJUSTED  
 KW1246  ___________________________________________________________________
 KW1246  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 KW1246  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 KW1246  DYNAMIC HT  -         176.762 (meters)     579.93  (feet)  COMP
 KW1246  MODELED GRAV-     980,116.6   (mgal)                       NAVD 88
 KW1246
 KW1246  HORZ ORDER  -  SECOND
 KW1246  VERT ORDER  -  SECOND    CLASS 0
 KW1246
 KW1246.The horizontal coordinates were established by classical geodetic methods
 KW1246.and adjusted by the National Geodetic Survey in June 2002..
 KW1246
 KW1246.The orthometric height was determined by differential leveling
 KW1246.and adjusted by the National Geodetic Survey in June 1991..
 KW1246
 KW1246.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW1246
 KW1246.The geoid height was determined by GEOID03.
 KW1246
 KW1246.The dynamic height is computed by dividing the NAVD 88
 KW1246.geopotential number by the normal gravity value computed on the
 KW1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1246.degrees latitude (g = 980.6199 gals.).
 KW1246
 KW1246.The modeled gravity was interpolated from observed gravity values.
 KW1246
 KW1246;                    North         East     Units Scale Factor Converg.
 KW1246;SPC PA S     -   101,283.161   680,868.899   MT  0.99996613   +0 36 59.9
 KW1246;SPC PA S     -   332,293.17  2,233,817.38   sFT  0.99996613   +0 36 59.9
 KW1246;UTM  18      - 4,456,125.228   346,926.816   MT  0.99988844   -1 09 46.0
 KW1246
 KW1246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW1246!SPC PA S     -   0.99997764  x   0.99996613  =   0.99994377
 KW1246!UTM  18      -   0.99997764  x   0.99988844  =   0.99986608
 KW1246
 KW1246|---------------------------------------------------------------------|
 KW1246| PID    Reference Object                     Distance      Geod. Az  |
 KW1246|                                                           dddmmss.s |
 KW1246| KW1245 BOTDORF RM 2                          8.172 METERS 15754     |
 KW1246| KW1252 LUNDY                               APPROX. 2.9 KM 1634019.0 |
 KW1246| KW3097 HIGHSPIRE BETH STEEL CEN STACK      APPROX. 3.3 KM 1891931.4 |
 KW1246| KW3093 FROGTOWN PA TNPK COMM QDI TWR       APPROX. 8.0 KM 2260801.1 |
 KW1246| KW3117 HARRISBURG CAPITAL DOME             APPROX. 7.6 KM 2893042.9 |
 KW1246| KW3113 ROCKVILLE TV STATION WHP MAST       APPROX.12.9 KM 3325035.2 |
 KW1246| KW3116 COLONIAL PARK MUNICIPAL TANK        APPROX. 6.6 KM 3443528.6 |
 KW1246| CF2658 BOTDORF RM 1                          7.883 METERS 34436     |
 KW1246|---------------------------------------------------------------------|
 KW1246
 KW1246                          SUPERSEDED SURVEY CONTROL
 KW1246
 KW1246  NAD 83(1986)-  40 14 29.72172(N)    076 47 58.48927(W) AD(       ) 2
 KW1246  NAD 27      -  40 14 29.39920(N)    076 47 59.59050(W) AD(       ) 2
 KW1246  NGVD 29 (??/??/??)  177.068  (m)          580.93   (f) ADJUSTED    2 0
 KW1246
 KW1246.Superseded values are not recommended for survey control.
 KW1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1246.See file dsdata.txt to determine how the superseded data were derived.
 KW1246
 KW1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK4692756125(NAD 83)
 KW1246_MARKER: DS = TRIANGULATION STATION DISK
 KW1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1246_STAMPING: BOTDORF 1960
 KW1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1246+STABILITY: SURFACE MOTION
 KW1246
 KW1246  HISTORY     - Date     Condition        Report By
 KW1246  HISTORY     - 1960     MONUMENTED       CGS
 KW1246  HISTORY     - 1960     GOOD             CGS
 KW1246  HISTORY     - 1962     GOOD             CGS
 KW1246  HISTORY     - 1970     GOOD             PADT
 KW1246  HISTORY     - 1977     MARK NOT FOUND   PADT
 KW1246
 KW1246                          STATION DESCRIPTION
 KW1246
 KW1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW1246'THE STATION IS LOCATED ON THE SOUTH AND WEST SLOPE OF A HIGH,
 KW1246'CULTIVATED HILL, BETWEEN TWO CULTIVATED FIELDS, NEAR A NORTH AND
 KW1246'SOUTH FENCELINE, NEAR A GATE ENTRANCE BETWEEN THE TWO FIELDS, ABOUT
 KW1246'5.0 MILES SOUTH-SOUTHEAST OF HARRISBURG, 2.0 MILES NORTH OF
 KW1246'HIGHSPIRE, 0.6 MILE EAST OF OBERLIN, 0.3 MILE EAST OF STATE HIGHWAY
 KW1246'230, 0.1 MILE NORTH OF STATE HIGHWAY 441 AND ON PROPERTY OWNED
 KW1246'BY MR. ALLEN G. BOTDORF.
 KW1246'
 KW1246'TO REACH THE STATION FROM THE JUNCTION OF THE PENNSYLVANIA TURNPIKE
 KW1246'ENTRANCE AND STATE HIGHWAY 230 IN THE NORTH EDGE OF HIGHSPIRE, GO
 KW1246'NORTH ON STATE HIGHWAY 230 FOR 1.72 MILES TO THE JUNCTION OF STATE
 KW1246'HIGHWAYS 230 AND 441.  TURN RIGHT AND GO EAST ON STATE HIGHWAY 441
 KW1246'FOR 0.3 MILE TO A GRAVELED DRIVEWAY, A LARGE WHITE HOUSE AND BARN ON
 KW1246'THE LEFT, NORTH, SIDE OF THE HIGHWAY.  TURN LEFT AND GO NORTH ON
 KW1246'THE DRIVEWAY BETWEEN THE HOUSE AND BARN FOR 0.02 MILE TO A FENCELINE
 KW1246'AND AN EAST AND WEST CROSS FARM ROAD.  TURN LEFT AND GO ABOUT 75
 KW1246'FEET TO A WIRE GATE.  TURN RIGHT, PASS THROUGH THE WIRE GATE AND
 KW1246'GO NORTH ON A TRACK FIELD ROAD ALONG THE WEST SIDE OF A NORTH AND
 KW1246'SOUTH FENCELINE FOR 0.06 MILE TO A GATE AND THE STATION ON THE
 KW1246'RIGHT, EAST, SIDE OF THE TRACK ROAD.
 KW1246'
 KW1246'THE STATION MARK, A STANDARD DISK STAMPED BOTDORF 1960, IS SET IN THE
 KW1246'TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS ABOUT 2 INCHES
 KW1246'BELOW THE SURFACE OF THE GROUND.  IT IS 7.0 FEET EAST OF THE CENTER
 KW1246'OF A TRACK ROAD AND 3.6 FEET SOUTH OF A NORTH GATE POST.
 KW1246'
 KW1246'REFERENCE MARK 1, A STANDARD DISK STAMPED BOTDORF NO 1 1960, IS SET
 KW1246'IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS ABOUT 2 INCHES
 KW1246'BELOW THE SURFACE OF THE GROUND.  IT IS 23.0 FEET NORTH OF A NORTH
 KW1246'GATE POST, 8.0 FEET EAST OF THE CENTER OF A TRACK ROAD, 2.3
 KW1246'FEET EAST OF A NORTH AND SOUTH FENCELINE AND IS ABOUT 12 INCHES
 KW1246'HIGHER THAN THE STATION.
 KW1246'
 KW1246'REFERENCE MARK 2, A STANDARD DISK STAMPED BOTDORF NO 2 1960, IS SET
 KW1246'IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS ABOUT 2 INCHES
 KW1246'BELOW THE SURFACE OF THE GROUND.  IT IS 9.0 FEET EAST OF THE CENTER
 KW1246'OF A TRACK ROAD, 2.6 FEET SOUTH OF A SOUTH GATE POST, 2.0 FEET EAST
 KW1246'OF A NORTH AND SOUTH FENCELINE AND IS ABOUT 18 INCHES LOWER THAN THE
 KW1246'STATION.
 KW1246'
 KW1246'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  TRIANGULATION
 KW1246'STATION LUNDY MAY BE USED AS AN AZIMUTH MARK.
 KW1246'
 KW1246'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 KW1246
 KW1246                          STATION RECOVERY (1960)
 KW1246
 KW1246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KW1246'3.2 MI N FROM HIGHSPIRE.
 KW1246'ABOUT 0.5 MILE NORTHWEST ALONG U.S. HIGHWAY 230 FROM THE POST
 KW1246'OFFICE AT HIGHSPIRE, THENCE 2.3 MILES NORTH ALONG U.S. HIGHWAY
 KW1246'230 (BY-PASS), THENCE 0.3 MILE EAST ALONG STATE HIGHWAY 441,
 KW1246'THENCE 0.1 MILE NORTH ALONG A PRIVATE DRIVEWAY, ALONG A FENCE
 KW1246'LINE BETWEEN TWO CULTIVATED FIELD, ON THE PROPERTY OF MR. ALLEN
 KW1246'BOTDORF, NEAR A GATE IN FENCE LINE, 0.1 MILE NORTH OF THE
 KW1246'RESIDENCE OF MR. BOTDORF, 7 FEET EAST OF THE CENTER LINE OF A
 KW1246'TRACK ROAD ON WEST SIDE OF NORTH-SOUTH FENCE LINE, AND SET
 KW1246'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KW1246
 KW1246                          STATION RECOVERY (1962)
 KW1246
 KW1246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JBA)
 KW1246'STATION RECOVERED AS DESCRIBED, PREVIOUS DESCRIPTION IS ADEQUATE.
 KW1246
 KW1246                          STATION RECOVERY (1970)
 KW1246
 KW1246'RECOVERY NOTE BY PA DEPT OF TRANSP 1970
 KW1246'BOTDORF 1960 GOOD
 KW1246'BOTDORF NO 1 1960 GOOD
 KW1246'BOTDORF NO 2 1960 GOOD
 KW1246'
 KW1246'NOTE- AZ MARK (USC AND GS LUNDY) CAN NOT BE SEEN FROM THIS STATION
 KW1246'DUE TO TREES.  BLINKING LIGHT COULD NOT BE SEEN FROM BOTDORF TO
 KW1246'LUNDY (5 FEET AT EACH END OF LINE)
 KW1246
 KW1246                          STATION RECOVERY (1977)
 KW1246
 KW1246'RECOVERY NOTE BY PA DEPT OF TRANSP 1977
 KW1246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1245 ***********************************************************************
 KW1245  DESIGNATION -  BOTDORF RM 2
 KW1245  PID         -  KW1245
 KW1245  STATE/COUNTY-  PA/DAUPHIN
 KW1245  USGS QUAD   -  STEELTON (1987)
 KW1245
 KW1245                         *CURRENT SURVEY CONTROL
 KW1245  ___________________________________________________________________
 KW1245* NAD 83(1986)-  40 14 29.     (N)    076 47 58.     (W)     SCALED    
 KW1245* NAVD 88     -       176.325  (meters)     578.49   (feet)  ADJUSTED  
 KW1245  ___________________________________________________________________
 KW1245  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 KW1245  DYNAMIC HT  -         176.236 (meters)     578.20  (feet)  COMP
 KW1245  MODELED GRAV-     980,116.6   (mgal)                       NAVD 88
 KW1245
 KW1245  VERT ORDER  -  SECOND    CLASS 0
 KW1245
 KW1245.The horizontal coordinates were scaled from a topographic map and have
 KW1245.an estimated accuracy of +/- 6 seconds.
 KW1245
 KW1245.The orthometric height was determined by differential leveling
 KW1245.and adjusted by the National Geodetic Survey in June 1991..
 KW1245
 KW1245.The geoid height was determined by GEOID03.
 KW1245
 KW1245.The dynamic height is computed by dividing the NAVD 88
 KW1245.geopotential number by the normal gravity value computed on the
 KW1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1245.degrees latitude (g = 980.6199 gals.).
 KW1245
 KW1245.The modeled gravity was interpolated from observed gravity values.
 KW1245
 KW1245;                    North         East    Units  Estimated Accuracy
 KW1245;SPC PA S     -   101,260.      680,880.      MT  (+/- 180 meters Scaled)
 KW1245
 KW1245                          SUPERSEDED SURVEY CONTROL
 KW1245
 KW1245  NGVD 29 (??/??/??)  176.541  (m)          579.20   (f) ADJUSTED    2 0
 KW1245
 KW1245.Superseded values are not recommended for survey control.
 KW1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1245.See file dsdata.txt to determine how the superseded data were derived.
 KW1245
 KW1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK469561(NAD 83)
 KW1245_MARKER: DR = REFERENCE MARK DISK
 KW1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1245_STAMPING: BOTDORF NO 2 1960
 KW1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1245+STABILITY: SURFACE MOTION
 KW1245
 KW1245  HISTORY     - Date     Condition        Report By
 KW1245  HISTORY     - 1960     MONUMENTED       CGS
 KW1245
 KW1245                          STATION DESCRIPTION
 KW1245
 KW1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1245'3.2 MI N FROM HIGHSPIRE.
 KW1245'ABOUT 0.5 MILE NORTH ALONG U.S. HIGHWAY 230 FROM THE POST OFFICE
 KW1245'AT HIGHSPIRE, THENCE 2.3 MILES NORTH ALONG U.S. HIGHWAY 230
 KW1245'(BY-PASS), THENCE 0.3 MILE EAST ALONG STATE HIGHWAY 441, THENCE
 KW1245'0.1 MILE NORTH ALONG A PRIVATE ROAD AND A FIELD ROAD, ALONG
 KW1245'A NORTH-SOUTH FENCE LINE, BETWEEN CULTIVATED FIELDS, 26.8 FEET
 KW1245'SOUTH OF THE STATION, 9 FEET EAST OF THE CENTER LINE OF THE
 KW1245'TRACK ROAD, 2 FEET EAST OF THE FENCE LINE AND SET IN THE TOP
 KW1245'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ2006 ***********************************************************************
 LZ2006  DESIGNATION -  BOULDER
 LZ2006  PID         -  LZ2006
 LZ2006  STATE/COUNTY-  PA/BRADFORD
 LZ2006  USGS QUAD   -  SAYRE (1986)
 LZ2006
 LZ2006                         *CURRENT SURVEY CONTROL
 LZ2006  ___________________________________________________________________
 LZ2006* NAD 83(1992)-  41 55 05.28231(N)    076 30 25.77423(W)     ADJUSTED  
 LZ2006* NAVD 88     -       419.3    (meters)    1376.     (feet)  VERTCON   
 LZ2006  ___________________________________________________________________
 LZ2006  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 LZ2006  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LZ2006
 LZ2006  HORZ ORDER  -  SECOND
 LZ2006
 LZ2006.The horizontal coordinates were established by classical geodetic methods
 LZ2006.and adjusted by the National Geodetic Survey in June 2002..
 LZ2006
 LZ2006.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ2006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ2006
 LZ2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ2006
 LZ2006.The geoid height was determined by GEOID03.
 LZ2006
 LZ2006;                    North         East     Units Scale Factor Converg.
 LZ2006;SPC PA N     -   195,251.731   703,098.103   MT  0.99999498   +0 49 19.9
 LZ2006;SPC PA N     -   640,588.39  2,306,747.69   sFT  0.99999498   +0 49 19.9
 LZ2006;UTM  18      - 4,641,785.106   375,019.199   MT  0.99979221   -1 00 25.3
 LZ2006
 LZ2006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ2006!SPC PA N     -   0.99993941  x   0.99999498  =   0.99993439
 LZ2006!UTM  18      -   0.99993941  x   0.99979221  =   0.99973163
 LZ2006
 LZ2006|---------------------------------------------------------------------|
 LZ2006| PID    Reference Object                     Distance      Geod. Az  |
 LZ2006|                                                           dddmmss.s |
 LZ2006| CF2660 BOULDER RM 1                          4.057 METERS 04046     |
 LZ2006| CF2661 BOULDER RM 2                          4.504 METERS 08541     |
 LZ2006| CF2659 BOULDER AZ MK                                      2104119.0 |
 LZ2006|---------------------------------------------------------------------|
 LZ2006
 LZ2006                          SUPERSEDED SURVEY CONTROL
 LZ2006
 LZ2006  NAD 83(1996)-  41 55 05.28178(N)    076 30 25.77430(W) AD(       ) 2
 LZ2006  NAD 83(1986)-  41 55 05.28340(N)    076 30 25.77485(W) AD(       ) 2
 LZ2006  NAD 27      -  41 55 05.01661(N)    076 30 26.97887(W) AD(       ) 2
 LZ2006  NGVD 29 (07/19/86)  419.5    (m)         1376.     (f) VERT ANG       
 LZ2006
 LZ2006.Superseded values are not recommended for survey control.
 LZ2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ2006.See file dsdata.txt to determine how the superseded data were derived.
 LZ2006
 LZ2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM7501941785(NAD 83)
 LZ2006_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ2006_SETTING: 80 = SET IN A BOULDER
 LZ2006_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LZ2006
 LZ2006  HISTORY     - Date     Condition        Report By
 LZ2006  HISTORY     - 1968     MONUMENTED       CGS
 LZ2006
 LZ2006                          STATION DESCRIPTION
 LZ2006
 LZ2006'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (WMJ)
 LZ2006'THE STATION IS LOCATED ABOUT 5.5 MILES NORTH-NORTHEAST OF ULSTER, 3
 LZ2006'MILES SOUTH-SOUTHEAST OF ATHENS AND 1 MILE WEST OF THE
 LZ2006'SUSQUEHANNA RIVER.  IT IS AT THE EAST EDGE OF A POWERLINE CLEARING IN
 LZ2006'A 24 BY 14 FOOT BOULDER THAT PROJECTS 5 FEET.  THE PROPERTY
 LZ2006'IS OWNED BY DOCTOR ELTON BRENNAN.
 LZ2006'
 LZ2006'TO REACH THE STATION FROM THE POST OFFICE IN ULSTER, GO EAST ON THE
 LZ2006'PAVED ROAD FOR 0.65 MILE TO A T-ROAD, JUST AFTER CROSSING
 LZ2006'THE SUSQUEHANNA RIVER, TURN LEFT AND GO NORTH ON THE PAVED ROAD FOR
 LZ2006'3.65 MILES TO A SIDE ROAD ON THE RIGHT, JUST AFTER
 LZ2006'CROSSING A CONCRETE CULVERT, TURN RIGHT AND GO NORTHEAST ON THE
 LZ2006'GRAVELED ROAD FOR 1.3 MILES TO A DRIVEWAY ON THE LEFT, ABOUT 0.2
 LZ2006'MILE BEFORE REACHING THE TOP OF HILL, TURN LEFT AND GO WEST ON
 LZ2006'DRIVEWAY FOR 0.05 MILE TO A HOUSE ON THE RIGHT, TURN LEFT AND
 LZ2006'THEN RIGHT AND CONTINUE WEST ON A TRACK ROAD FOR 0.15 MILE TO THE
 LZ2006'POWERLINE AND THE STATION ON THE LEFT.
 LZ2006'
 LZ2006'THE STATION MARK IS 57 FEET EAST-SOUTHEAST OF POWERLINE POLE NO. 88A
 LZ2006'AND 6 FEET EAST-NORTHEAST OF THE SOUTHWEST EDGE OF BOULDER.
 LZ2006'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE BOULDER
 LZ2006'AND IS STAMPED BOULDER 1968.
 LZ2006'
 LZ2006'REFERENCE MARK NO. 1 IS 65 FEET EAST OF POWERLINE POLE NO. 88A AND
 LZ2006'0.8 FEET SOUTH OF THE NORTH EDGE OF THE BOULDER.  THE MARK IS A
 LZ2006'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE SAME BOULDER THE
 LZ2006'STATION IS IN AND IS STAMPED BOULDER NO 1 1968.
 LZ2006'
 LZ2006'REFERENCE MARK NO. 2 IS 71 FEET EAST-SOUTHEAST OF POWERLINE POLE NO.
 LZ2006'88A AND 4.4 FEET WEST-NORTHWEST OF THE SOUTHEAST EDGE OF
 LZ2006'THE BOULDER.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 LZ2006'THE SAME BOULDER AS THE STATION AND IS STAMPED BOULDER NO 2
 LZ2006'1968.
 LZ2006'
 LZ2006'THE AZIMUTH MARK IS 60 FEET SOUTHWEST OF POWERLINE POLE NO. 86 AND 48
 LZ2006'FEET NORTHEAST OF POWERLINE POLE NO. ST 127.  THE
 LZ2006'MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 LZ2006'BEDROCK THAT PROJECTS 24 INCHES ON THE WEST SIDE AND
 LZ2006'IS STAMPED BOULDER 1968.
 LZ2006'
 LZ2006'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ALONG THE
 LZ2006'POWERLINE ON A TRACK ROAD FOR 0.3 MILE TO THE MARK AT THE
 LZ2006'EDGE OF A BLUFF.
 LZ2006'
 LZ2006'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0239 ***********************************************************************
 MA0239  DESIGNATION -  BOULDER HOLE
 MA0239  PID         -  MA0239
 MA0239  STATE/COUNTY-  PA/CLEARFIELD
 MA0239  USGS QUAD   -  CLEARFIELD (1981)
 MA0239
 MA0239                         *CURRENT SURVEY CONTROL
 MA0239  ___________________________________________________________________
 MA0239* NAD 83(1986)-  41 02 16.     (N)    078 22 56.     (W)     SCALED    
 MA0239* NAVD 88     -       338.692  (meters)    1111.19   (feet)  ADJUSTED  
 MA0239  ___________________________________________________________________
 MA0239  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 MA0239  DYNAMIC HT  -         338.527 (meters)    1110.65  (feet)  COMP
 MA0239  MODELED GRAV-     980,126.5   (mgal)                       NAVD 88
 MA0239
 MA0239  VERT ORDER  -  SECOND    CLASS 0
 MA0239
 MA0239.The horizontal coordinates were scaled from a topographic map and have
 MA0239.an estimated accuracy of +/- 6 seconds.
 MA0239
 MA0239.The orthometric height was determined by differential leveling
 MA0239.and adjusted by the National Geodetic Survey in June 1991..
 MA0239
 MA0239.The geoid height was determined by GEOID03.
 MA0239
 MA0239.The dynamic height is computed by dividing the NAVD 88
 MA0239.geopotential number by the normal gravity value computed on the
 MA0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0239.degrees latitude (g = 980.6199 gals.).
 MA0239
 MA0239.The modeled gravity was interpolated from observed gravity values.
 MA0239
 MA0239;                    North         East    Units  Estimated Accuracy
 MA0239;SPC PA N     -    96,930.      546,840.      MT  (+/- 180 meters Scaled)
 MA0239
 MA0239                          SUPERSEDED SURVEY CONTROL
 MA0239
 MA0239  NGVD 29 (??/??/92)  338.844  (m)         1111.69   (f) ADJ UNCH    2 0
 MA0239
 MA0239.Superseded values are not recommended for survey control.
 MA0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0239.See file dsdata.txt to determine how the superseded data were derived.
 MA0239
 MA0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF200462(NAD 83)
 MA0239_MARKER: DB = BENCH MARK DISK
 MA0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0239_STAMPING: BOULDER HOLE 1934
 MA0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0239+STABILITY: SURFACE MOTION
 MA0239
 MA0239  HISTORY     - Date     Condition        Report By
 MA0239  HISTORY     - 1934     MONUMENTED       CGS
 MA0239  HISTORY     - 1959     MARK NOT FOUND   USGS
 MA0239
 MA0239                          STATION DESCRIPTION
 MA0239
 MA0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0239'4 MI E FROM CLEARFIELD.
 MA0239'ABOUT 4.0 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MA0239'THE STATION AT CLEARFIELD, CLEARFIELD COUNTY, ABOUT 150 FEET
 MA0239'WEST OF MILEPOST C 4, 60 FEET WEST OF A TELEPHONE BOX, 50 FEET
 MA0239'WEST OF WATCHMAN SHANTY 1289, 28 FEET EAST OF A SMALL DIRT
 MA0239'ROAD, 20 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT
 MA0239'1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 MA0239'BOULDER HOLE 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MA0239
 MA0239                          STATION RECOVERY (1959)
 MA0239
 MA0239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 MA0239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1781 ***********************************************************************
 NC1781  DESIGNATION -  BOUND NY PA
 NC1781  PID         -  NC1781
 NC1781  STATE/COUNTY-  PA/ERIE
 NC1781  USGS QUAD   -  WATTSBURG (1970)
 NC1781
 NC1781                         *CURRENT SURVEY CONTROL
 NC1781  ___________________________________________________________________
 NC1781* NAD 83(1992)-  42 02 33.22075(N)    079 45 42.84287(W)     ADJUSTED  
 NC1781* NAVD 88     -       511.     (meters)    1677.     (feet)  SCALED    
 NC1781  ___________________________________________________________________
 NC1781  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 NC1781  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 NC1781
 NC1781  HORZ ORDER  -  FIRST
 NC1781
 NC1781.The horizontal coordinates were established by classical geodetic methods
 NC1781.and adjusted by the National Geodetic Survey in June 2002..
 NC1781
 NC1781.The orthometric height was scaled from a topographic map.
 NC1781
 NC1781.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1781
 NC1781.The geoid height was determined by GEOID03.
 NC1781
 NC1781;                    North         East     Units Scale Factor Converg.
 NC1781;SPC PA N     -   210,267.262   433,435.869   MT  1.00001634   -1 19 51.4
 NC1781;SPC PA N     -   689,851.84  1,422,030.85   sFT  1.00001634   -1 19 51.4
 NC1781;SPC NY W     -   227,493.225   252,425.259   MT  1.00005461   -0 47 21.6
 NC1781;SPC NY W     -   746,367.36    828,165.20   sFT  1.00005461   -0 47 21.6
 NC1781;UTM  17      - 4,655,243.257   602,468.913   MT  0.99972920   +0 49 45.1
 NC1781
 NC1781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1781!SPC PA N     -   0.99992524  x   1.00001634  =   0.99994157
 NC1781!SPC NY W     -   0.99992524  x   1.00005461  =   0.99997984
 NC1781!UTM  17      -   0.99992524  x   0.99972920  =   0.99965446
 NC1781
 NC1781|---------------------------------------------------------------------|
 NC1781| PID    Reference Object                     Distance      Geod. Az  |
 NC1781|                                                           dddmmss.s |
 NC1781| CZ9760 BOUND RM 1                           35.997 METERS 18002     |
 NC1781| CZ9759 BOUND AZ MK                                        2605011.6 |
 NC1781| CZ9761 BOUND RM 2                           33.735 METERS 31755     |
 NC1781|---------------------------------------------------------------------|
 NC1781
 NC1781                          SUPERSEDED SURVEY CONTROL
 NC1781
 NC1781  NAD 83(1996)-  42 02 33.22108(N)    079 45 42.84275(W) AD(       ) 1
 NC1781  NAD 83(1995)-  42 02 33.22400(N)    079 45 42.83851(W) AD(       ) 1
 NC1781  NAD 83(1986)-  42 02 33.22366(N)    079 45 42.83838(W) AD(       ) 1
 NC1781  NAD 27      -  42 02 33.03688(N)    079 45 43.65676(W) AD(       ) 1
 NC1781
 NC1781.Superseded values are not recommended for survey control.
 NC1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1781.See file dsdata.txt to determine how the superseded data were derived.
 NC1781
 NC1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG0246955243(NAD 83)
 NC1781_MARKER: DS = TRIANGULATION STATION DISK
 NC1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1781
 NC1781  HISTORY     - Date     Condition        Report By
 NC1781  HISTORY     - 1938     MONUMENTED       CGS
 NC1781  HISTORY     - 1966     GOOD             CGS
 NC1781
 NC1781                          STATION DESCRIPTION
 NC1781
 NC1781'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 NC1781'STATION IS ON NEW YORK-PENNSYLVANIA BOUNDARY 0.3 MILE BY STATE LINE N
 NC1781'FROM SW CORNER OF NEW YORK, A CORNER OF PASTURE FIELD AND CORNER
 NC1781'OF WOODS ON PROPERTY OWNED BY MR. JOE POKRYWLECHI ON NEW YORK SIDE
 NC1781'AND MR. IVY MOORE ON PENNSYLVANIA SIDE, ABOUT 100 YARDS N OF E-W
 NC1781'ROAD, MARK IS IN A 12- BY 12-INCH CONCRETE BLOCK PROJECTING 3 INCHES
 NC1781'ABOVE GROUND, 17-1/2 FEET W OF A 16-INCH BIRCH TREE, 23 FEET
 NC1781'WSW OF A 10-INCH WALNUT TREE, AND IS STAMPED BOUND 1938.
 NC1781'
 NC1781'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NC1781'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 NC1781'
 NC1781'REFERENCE MARK NO. 1 IS S OF STATION ON LINE BETWEEN FIELDS, IS SET
 NC1781'IN A 12- BY 12-INCH CONCRETE BLOCK PROJECTING 3 INCHES ABOVE
 NC1781'GROUND, AND IS STAMPED BOUND RM NO. 1 1938.  REFERENCE MARK NO. 2 IS
 NC1781'N OF STATION, 6 FEET SW OF EDGE OF WOODS IN PASTURE FIELD, IS SET
 NC1781'IN A 12- BY 12-INCH CONCRETE BLOCK PROJECTING 3 INCHES ABOVE GROUND,
 NC1781'AND IS STAMPED BOUND RM NO. 2 1938.
 NC1781'
 NC1781'AZIMUTH MARK IS 0.3 MILE W OF STATION, 0.2 MILE E OF SCHOOLHOUSE ON N
 NC1781'SIDE OF ROAD, 0.5 FOOT E OF A 24-INCH HACKBERRY TREE, 24 FEET N OF
 NC1781'CENTER OF DIRT ROAD, IS SET IN A 12- BY 12-INCH CONCRETE BLOCK
 NC1781'PROJECTING 3 INCHES ABOVE GROUND, AND IS STAMPED BOUND 1938.
 NC1781'
 NC1781'TO REACH STATION, GO TO WATTSBURG ON HIGHWAY 89 OR HIGHWAY 6, FROM
 NC1781'WATTSBURG GO NE ON PAVED ROUTE 74, 2.5 MILES TO DIRT ROAD GOING
 NC1781'N, SIGN READING MACEDONIA N 4 MILES, WATTSBURG SW 2-1/2 MILES, TURN R
 NC1781'(SCHOOL ON R) AND GO E 0.7 MILE TO STATE LINE, TURN L AND GO
 NC1781'N ABOUT 100 YARDS TO STATION.
 NC1781'
 NC1781'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 NC1781
 NC1781                          STATION RECOVERY (1966)
 NC1781
 NC1781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CC)
 NC1781'STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2676 ***********************************************************************
 LY2676  DESIGNATION -  BOUNDARY MARK 6 NY PA
 LY2676  PID         -  LY2676
 LY2676  STATE/COUNTY-  PA/SUSQUEHANNA
 LY2676  USGS QUAD   -  STARRUCCA (1980)
 LY2676
 LY2676                         *CURRENT SURVEY CONTROL
 LY2676  ___________________________________________________________________
 LY2676* NAD 83(1992)-  41 59 57.24017(N)    075 28 38.42502(W)     ADJUSTED  
 LY2676* NAVD 88     -       561.     (meters)    1841.     (feet)  SCALED    
 LY2676  ___________________________________________________________________
 LY2676  LAPLACE CORR-           6.06  (seconds)                    DEFLEC99
 LY2676  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 LY2676
 LY2676  HORZ ORDER  -  FIRST
 LY2676
 LY2676.The horizontal coordinates were established by classical geodetic methods
 LY2676.and adjusted by the National Geodetic Survey in June 2002..
 LY2676
 LY2676.The orthometric height was scaled from a topographic map.
 LY2676
 LY2676.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2676
 LY2676.The geoid height was determined by GEOID03.
 LY2676
 LY2676;                    North         East     Units Scale Factor Converg.
 LY2676;SPC PA N     -   205,990.237   788,273.815   MT  1.00000836   +1 30 12.4
 LY2676;SPC PA N     -   675,819.64  2,586,195.01   sFT  1.00000836   +1 30 12.4
 LY2676;SPC NY C     -   222,600.605   341,628.346   MT  1.00004077   +0 44 24.3
 LY2676;SPC NY C     -   730,315.48  1,120,825.67   sFT  1.00004077   +0 44 24.3
 LY2676;UTM  18      - 4,649,801.298   460,467.290   MT  0.99961923   -0 19 09.8
 LY2676
 LY2676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2676!SPC PA N     -   0.99991686  x   1.00000836  =   0.99992522
 LY2676!SPC NY C     -   0.99991686  x   1.00004077  =   0.99995762
 LY2676!UTM  18      -   0.99991686  x   0.99961923  =   0.99953612
 LY2676
 LY2676:                Primary Azimuth Mark                     Grid Az
 LY2676:SPC PA N     -  BOUNDARY MARK 6 AZ MK                    000 35 54.2
 LY2676:SPC NY C     -  BOUNDARY MARK 6 AZ MK                    001 21 42.3
 LY2676:UTM  18      -  BOUNDARY MARK 6 AZ MK                    002 25 16.4
 LY2676
 LY2676|---------------------------------------------------------------------|
 LY2676| PID    Reference Object                     Distance      Geod. Az  |
 LY2676|                                                           dddmmss.s |
 LY2676| CF2662 BOUNDARY MARK 6 AZ MK                              0020606.6 |
 LY2676| CF2663 BOUNDARY MARK 6 RM 1                 17.519 METERS 15105     |
 LY2676| CF2664 BOUNDARY MARK 6 RM 2                 19.815 METERS 25715     |
 LY2676|---------------------------------------------------------------------|
 LY2676
 LY2676                          SUPERSEDED SURVEY CONTROL
 LY2676
 LY2676  NAD 83(1996)-  41 59 57.24016(N)    075 28 38.42502(W) AD(       ) 1
 LY2676  NAD 83(1986)-  41 59 57.24579(N)    075 28 38.42821(W) AD(       ) 1
 LY2676  NAD 27      -  41 59 56.94600(N)    075 28 39.79000(W) AD(       ) 1
 LY2676
 LY2676.Superseded values are not recommended for survey control.
 LY2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2676.See file dsdata.txt to determine how the superseded data were derived.
 LY2676
 LY2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM6046749801(NAD 83)
 LY2676_MARKER: Z = SEE DESCRIPTION
 LY2676_SETTING: 0 = UNSPECIFIED SETTING
 LY2676
 LY2676  HISTORY     - Date     Condition        Report By
 LY2676  HISTORY     - 1940     MONUMENTED       CGS
 LY2676
 LY2676                          STATION DESCRIPTION
 LY2676
 LY2676'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RJS)
 LY2676'STATION IS LOCATED ON THE NEW YORK-PENNSYLVANIA BOUNDARY LINE ABOUT 5
 LY2676'MILES SOUTHWEST OF DEPOSIT, N.Y.  THE ORIGINAL MARK IS A GRANITE
 LY2676'POST, 6 BY 12 INCHES AT THE TOP AND 15 INCHES HIGH, THE LETTERS N.Y.
 LY2676'ARE CUT IN ON ONE SIDE OF THE POST AND PA. ON THE OTHER SIDE.  A
 LY2676'STANDARD U.S. COAST AND GEODETIC SURVEY DISK STATION MARK WAS
 LY2676'CEMENTED IN THE TOP OF THE POST IN 1940.  TWO REFERENCE MARKS (NOTE
 LY2676'11A) AND AN AZIMUTH MARK (NOTE 12C) WERE ESTABLISHED.
 LY2676'
 LY2676'THE AZIMUTH MARK IS 0.4 MILE NORTH OF THE STATION ALONG THE ROAD
 LY2676'MENTIONED IN THE DIRECTIONS TO REACH THE STATION.  IT IS 50 FEET
 LY2676'WEST OF THE CENTERLINE OF THE ROAD AND 200 FEET SOUTH OF A FARM
 LY2676'HOUSE.
 LY2676'
 LY2676'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8, 10 AND 17
 LY2676'IN DEPOSIT, GO WEST ON STATE HIGHWAY 17 FOR 5.2 MILES TO A DIRT
 LY2676'T-ROAD LEFT AT A SHELL SERVICE STATION, TURN LEFT ON DIRT ROAD AND GO
 LY2676'0.2 MILE TO RAILROAD TRACKS, CROSS THE TRACKS AND CONTINUE 2.5 MILES
 LY2676'TO A FORK, TAKE RIGHT FORK (MAIN-TRAVELED ROAD) AND GO 1.1 MILES TO
 LY2676'CROSS ROAD, TURN RIGHT AND GO 0.7 MILE TO THE STATION ON THE LEFT,
 LY2676'8 PACES FROM THE CENTERLINE OF THE ROAD.
 LY2676'
 LY2676'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2806 ***********************************************************************
 LY2806  DESIGNATION -  BOUNDARY MARK NY PA NEAR CARR
 LY2806  PID         -  LY2806
 LY2806  STATE/COUNTY-  PA/SUSQUEHANNA
 LY2806  USGS QUAD   -  FRANKLIN FORKS (1992)
 LY2806
 LY2806                         *CURRENT SURVEY CONTROL
 LY2806  ___________________________________________________________________
 LY2806* NAD 83(1992)-  41 59 54.04283(N)    075 51 27.34330(W)     ADJUSTED  
 LY2806* NAVD 88     -       502.     (meters)    1647.     (feet)  SCALED    
 LY2806  ___________________________________________________________________
 LY2806  LAPLACE CORR-           5.59  (seconds)                    DEFLEC99
 LY2806  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 LY2806
 LY2806  HORZ ORDER  -  SECOND
 LY2806
 LY2806.The horizontal coordinates were established by classical geodetic methods
 LY2806.and adjusted by the National Geodetic Survey in June 2002..
 LY2806
 LY2806.The orthometric height was scaled from a topographic map.
 LY2806
 LY2806.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2806
 LY2806.The geoid height was determined by GEOID03.
 LY2806
 LY2806;                    North         East     Units Scale Factor Converg.
 LY2806;SPC PA N     -   205,134.144   756,780.038   MT  1.00000820   +1 15 06.8
 LY2806;SPC PA N     -   673,010.94  2,482,869.17   sFT  1.00000820   +1 15 06.8
 LY2806;SPC NY C     -   222,164.978   310,125.915   MT  0.99998197   +0 29 08.2
 LY2806;SPC NY C     -   728,886.27  1,017,471.44   sFT  0.99998197   +0 29 08.2
 LY2806;UTM  18      - 4,649,948.180   428,973.869   MT  0.99966207   -0 34 25.9
 LY2806
 LY2806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2806!SPC PA N     -   0.99992630  x   1.00000820  =   0.99993450
 LY2806!SPC NY C     -   0.99992630  x   0.99998197  =   0.99990827
 LY2806!UTM  18      -   0.99992630  x   0.99966207  =   0.99958839
 LY2806
 LY2806                          SUPERSEDED SURVEY CONTROL
 LY2806
 LY2806  NAD 83(1996)-  41 59 54.04283(N)    075 51 27.34331(W) AD(       ) 2
 LY2806  NAD 83(1986)-  41 59 54.04929(N)    075 51 27.34532(W) AD(       ) 2
 LY2806  NAD 27      -  41 59 53.62407(N)    075 51 28.58789(W) AD(       ) 2
 LY2806
 LY2806.Superseded values are not recommended for survey control.
 LY2806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2806.See file dsdata.txt to determine how the superseded data were derived.
 LY2806
 LY2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM2897449948(NAD 83)
 LY2806
 LY2806  HISTORY     - Date     Condition        Report By
 LY2806  HISTORY     - 1940     MONUMENTED       CGS
 LY2806
 LY2806                          STATION DESCRIPTION
 LY2806
 LY2806'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LY2806'SEE STATION CARR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1865 ***********************************************************************
 LZ1865  DESIGNATION -  BOUNDARY MON 104 NY PA
 LZ1865  PID         -  LZ1865
 LZ1865  STATE/COUNTY-  PA/BRADFORD
 LZ1865  USGS QUAD   -  WINDHAM (1978)
 LZ1865
 LZ1865                         *CURRENT SURVEY CONTROL
 LZ1865  ___________________________________________________________________
 LZ1865* NAD 83(1992)-  41 59 54.20869(N)    076 16 10.26080(W)     ADJUSTED  
 LZ1865* NAVD 88     -       478.     (meters)    1568.     (feet)  SCALED    
 LZ1865  ___________________________________________________________________
 LZ1865  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 LZ1865  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 LZ1865
 LZ1865  HORZ ORDER  -  SECOND
 LZ1865
 LZ1865.The horizontal coordinates were established by classical geodetic methods
 LZ1865.and adjusted by the National Geodetic Survey in June 2002..
 LZ1865
 LZ1865.The orthometric height was scaled from a topographic map.
 LZ1865
 LZ1865.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1865
 LZ1865.The geoid height was determined by GEOID03.
 LZ1865
 LZ1865;                    North         East     Units Scale Factor Converg.
 LZ1865;SPC PA N     -   204,474.749   722,657.277   MT  1.00000821   +0 58 45.8
 LZ1865;SPC PA N     -   670,847.57  2,370,918.08   sFT  1.00000821   +0 58 45.8
 LZ1865;UTM  18      - 4,650,377.078   394,858.066   MT  0.99973603   -0 50 58.3
 LZ1865
 LZ1865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1865!SPC PA N     -   0.99993021  x   1.00000821  =   0.99993842
 LZ1865!UTM  18      -   0.99993021  x   0.99973603  =   0.99966626
 LZ1865
 LZ1865:                Primary Azimuth Mark                     Grid Az
 LZ1865:SPC PA N     -  BOUNDARY MON 104 AZ MK                   003 28 05.2
 LZ1865:UTM  18      -  BOUNDARY MON 104 AZ MK                   005 17 49.3
 LZ1865
 LZ1865|---------------------------------------------------------------------|
 LZ1865| PID    Reference Object                     Distance      Geod. Az  |
 LZ1865|                                                           dddmmss.s |
 LZ1865| CB4058 BOUNDARY MON 104 AZ MK                             0042651.0 |
 LZ1865| CB4059 BOUNDARY MON 104 RM 1                20.162 METERS 08621     |
 LZ1865| CB4060 BOUNDARY MON 104 RM 2                21.159 METERS 08719     |
 LZ1865|---------------------------------------------------------------------|
 LZ1865
 LZ1865                          SUPERSEDED SURVEY CONTROL
 LZ1865
 LZ1865  NAD 83(1996)-  41 59 54.20866(N)    076 16 10.26084(W) AD(       ) 2
 LZ1865  NAD 83(1986)-  41 59 54.21119(N)    076 16 10.26147(W) AD(       ) 2
 LZ1865  NAD 27      -  41 59 53.94300(N)    076 16 11.50000(W) AD(       ) 2
 LZ1865
 LZ1865.Superseded values are not recommended for survey control.
 LZ1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1865.See file dsdata.txt to determine how the superseded data were derived.
 LZ1865
 LZ1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM9485850377(NAD 83)
 LZ1865_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1865
 LZ1865  HISTORY     - Date     Condition        Report By
 LZ1865  HISTORY     - 1934     MONUMENTED       CGS
 LZ1865
 LZ1865                          STATION DESCRIPTION
 LZ1865
 LZ1865'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 LZ1865'ABOUT 8 MILES SOUTH OF OWEGO, N.Y.  STATION IS ON THE NEW
 LZ1865'YORK-PENNSYLVANIA STATE LINE, ON THE STATE HIGHWAY NO.
 LZ1865'274 FROM WINDHAM CENTER, PA. TO OWEGO, N.Y.  IT IS ABOUT 200 FEET
 LZ1865'NORTH OF THE SUMMIT OF A RIDGE KNOWN LOCALLY AS BABCOOKS RIDGE.
 LZ1865'IT IS ON THE LINE BETWEEN PROPERTIES OWNED BY O.E. MORRISON ON THE
 LZ1865'NEW YORK SIDE AND LEON WHITE ON THE PENNSYLVANIA
 LZ1865'SIDE.  IT IS ABOUT 300 YARDS WEST OF TOWNSHIP BOUNDARY STONE BETWEEN
 LZ1865'WARREN AND WINDHAM TOWNSHIPS, PA.  THE STATION MARK IS SET
 LZ1865'0.415 METER EAST OF THE BOUNDARY STONE.  THE BOUNDARY STONE IS A
 LZ1865'GRANITE STONE 1 FOOT LONG BY 6 INCHES WIDE, AND IS 1 FOOT HIGH.
 LZ1865'IT HAS A CROSS ENGRAVED ON TOP.
 LZ1865'
 LZ1865'TO REACH THE STATION, GO EAST FROM WINDHAM CENTER FOR THREE MILES ON
 LZ1865'PAVED STATE HIGHWAY 838 TO ROUTE NO. 274, A DIRT ROAD GOING
 LZ1865'NORTH TO OWEGO.  TURN LEFT ON ROUTE HIGHWAY 274 AND GO NORTH 2.4
 LZ1865'MILES TO THE STATE LINE.  THE MARK IS ON THE WEST SIDE OF
 LZ1865'THE ROAD IN LINE WITH THE EAST-WEST PROPERTY FENCE, WHICH IS ON THE
 LZ1865'STATE LINE, 19 FEET WEST OF THE CENTERLINE OF THE ROAD, 57
 LZ1865'FEET NORTHWEST OF A 48-INCH OAK TREE ON THE EAST SIDE OF THE ROAD,
 LZ1865'15 FEET EAST-SOUTHEAST OF THE FENCE CORNER.  THE MARK PROJECTS
 LZ1865'3 INCHES ABOVE GROUND.
 LZ1865'
 LZ1865'REFERENCE MARK NO. 1 IS 66.15 FEET EAST OF THE STATION, 47 FEET EAST
 LZ1865'OF THE CENTERLINE OF THE ROAD, 4 FEET NORTH OF THE EAST-WEST FENCE,
 LZ1865'59 FEET NORTHEAST OF THE 48-INCH OAK TREE.  THE MARK PROJECTS 2
 LZ1865'INCHES.
 LZ1865'
 LZ1865'REFERENCE MARK NO. 2 IS 69.42 FEET SOUTH OF THE STATION, 20 FEET WEST
 LZ1865'OF THE CENTERLINE OF THE ROAD, 49 FEET SOUTHWEST OF THE
 LZ1865'48-INCH OAK TREE, 3 FEET EAST OF THE NORTH-SOUTH FENCE ON THE WEST
 LZ1865'SIDE OF THE ROAD.  THE MARK PROJECTS 3 INCHES.
 LZ1865'
 LZ1865'THE AZIMUTH MARK IS ABOUT 1/2 MILE NORTH OF THE STATION, ON THE
 LZ1865'PROPERTY OF THE WAITS METHODIST CHURCH, 13 PACES SOUTH OF THE
 LZ1865'SOUTHWEST CORNER OF THE CHURCH, 9 PACES NORTH OF THE CENTERLINE OF
 LZ1865'THE ROAD, 1 PACE EAST OF THE SOUTHEAST CORNER OF THE
 LZ1865'CEMETERY.  THE MARK PROJECTS 4 INCHES.
 LZ1865'
 LZ1865'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LZ1865'DISKS SET AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 LZ1865'
 LZ1865'A 64-FOOT TOWER NECESSARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1826 ***********************************************************************
 LZ1826  DESIGNATION -  BOUNDARY MON 126 NY PA
 LZ1826  PID         -  LZ1826
 LZ1826  STATE/COUNTY-  PA/POTTER
 LZ1826  USGS QUAD   -  ULYSSES (1969)
 LZ1826
 LZ1826                         *CURRENT SURVEY CONTROL
 LZ1826  ___________________________________________________________________
 LZ1826* NAD 83(1992)-  41 59 53.86041(N)    077 49 23.38521(W)     ADJUSTED  
 LZ1826* NAVD 88     -       671.5    (meters)    2203.     (feet)  VERTCON   
 LZ1826  ___________________________________________________________________
 LZ1826  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 LZ1826  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 LZ1826
 LZ1826  HORZ ORDER  -  THIRD
 LZ1826
 LZ1826.The horizontal coordinates were established by classical geodetic methods
 LZ1826.and adjusted by the National Geodetic Survey in June 2002..
 LZ1826
 LZ1826.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1826
 LZ1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1826
 LZ1826.The geoid height was determined by GEOID03.
 LZ1826
 LZ1826;                    North         East     Units Scale Factor Converg.
 LZ1826;SPC PA N     -   203,418.203   593,938.216   MT  1.00000820   -0 02 54.2
 LZ1826;SPC PA N     -   667,381.22  1,948,612.30   sFT  1.00000820   -0 02 54.2
 LZ1826;SPC NY W     -   222,184.102   412,978.670   MT  0.99998629   +0 30 31.2
 LZ1826;SPC NY W     -   728,949.01  1,354,914.19   sFT  0.99998629   +0 30 31.2
 LZ1826;UTM  18      - 4,653,443.031   266,176.092   MT  1.00027281   -1 53 23.5
 LZ1826
 LZ1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1826!SPC PA N     -   0.99989966  x   1.00000820  =   0.99990786
 LZ1826!SPC NY W     -   0.99989966  x   0.99998629  =   0.99988595
 LZ1826!UTM  18      -   0.99989966  x   1.00027281  =   1.00017244
 LZ1826
 LZ1826:                Primary Azimuth Mark                     Grid Az
 LZ1826:SPC PA N     -  BOUNDARY MON 126 NY PA AZ MK             104 22 01.1
 LZ1826:SPC NY W     -  BOUNDARY MON 126 NY PA AZ MK             103 48 35.7
 LZ1826:UTM  18      -  BOUNDARY MON 126 NY PA AZ MK             106 12 30.4
 LZ1826
 LZ1826|---------------------------------------------------------------------|
 LZ1826| PID    Reference Object                     Distance      Geod. Az  |
 LZ1826|                                                           dddmmss.s |
 LZ1826| CJ8165 BOUNDARY MON 126 NY PA AZ MK                       1041906.9 |
 LZ1826| CJ8166 BOUNDARY MON 126 NY PA RM 1          24.425 METERS 21148     |
 LZ1826| CJ8167 BOUNDARY MON 126 NY PA RM 2          25.936 METERS 26521     |
 LZ1826|---------------------------------------------------------------------|
 LZ1826
 LZ1826                          SUPERSEDED SURVEY CONTROL
 LZ1826
 LZ1826  NAD 83(1996)-  41 59 53.85998(N)    077 49 23.38893(W) AD(       ) 3
 LZ1826  NAD 83(1986)-  41 59 53.86135(N)    077 49 23.38537(W) AD(       ) 3
 LZ1826  NAD 27      -  41 59 53.61912(N)    077 49 24.39911(W) AD(       ) 3
 LZ1826  NGVD 29 (07/19/86)  671.6    (m)         2203.     (f) VERT ANG       
 LZ1826
 LZ1826.Superseded values are not recommended for survey control.
 LZ1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1826.See file dsdata.txt to determine how the superseded data were derived.
 LZ1826
 LZ1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM6617653443(NAD 83)
 LZ1826_MARKER: Z = SEE DESCRIPTION
 LZ1826_SETTING: 0 = UNSPECIFIED SETTING
 LZ1826
 LZ1826  HISTORY     - Date     Condition        Report By
 LZ1826  HISTORY     - 1967     MONUMENTED       CGS
 LZ1826
 LZ1826                          STATION DESCRIPTION
 LZ1826
 LZ1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 LZ1826'THE STATION IS LOCATED ON THE NEW YORK-PENNSYLVANIA STATE LINE ABOUT
 LZ1826'11 MILES SOUTHEAST OF WELLSVILLE, NEW YORK AND 2-1/2 MILES
 LZ1826'NORTHEAST OF GENESEE, PENNSYLVANIA.
 LZ1826'
 LZ1826'TO REACH THE STATION FROM THE POST OFFICE IN GENESEE, PENNSYLVANIA,
 LZ1826'GO SOUTH ON STATE HIGHWAY 449 FOR 0.1 MILE TO A CROSSROAD.  TURN
 LZ1826'LEFT AND GO EAST ON A PAVED ROAD FOR 0.1 MILE TO A T-ROAD.  TURN
 LZ1826'RIGHT AND GO SOUTHEAST ON A PAVED ROAD FOR 0.35 TO A FORK.  BEAR
 LZ1826'LEFT, EAST, AS PER SIGN NORTH BINGHAM 6 ON A PAVED ROAD FOR 1.55
 LZ1826'MILES TO A SIDE ROAD LEFT AT TELEPHONE POLE NO. 20-1.** TURN
 LZ1826'LEFT, GO NORTH AND EAST ON A DIRT ROAD FOR 1.05 MILES TO THE STATION
 LZ1826'ON THE RIGHT.
 LZ1826'
 LZ1826'THE STATION MARK IS A STANDARD DISK STAMPED BOUNDARY MONUMENT NO 126
 LZ1826'NY-PA 1967, CEMENTED IN A DRILL HOLE IN THE CENTER OF THE
 LZ1826'NY-PA BOUNDARY LINE MONUMENT.  THE MONUMENT IS A 6 BY 12 INCH GRANITE
 LZ1826'POST WITH NY INSCRIBED ON THE NORTH SIDE, PA ON THE SOUTH SIDE
 LZ1826'AND PROJECTS 1 FOOT ABOVE THE GROUND.  IT IS 46 FEET EAST OF A FENCE
 LZ1826'CORNER, 13 FEET SOUTH OF THE CENTER OF THE DIRT ROAD AND 2 FEET
 LZ1826'WEST OF A METAL WITNESS POST.
 LZ1826'
 LZ1826'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BOUNDARY MONUMENT NO 126
 LZ1826'NY-PA NO 1 1967, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 LZ1826'CONCRETE MONUMENT WHICH PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 56
 LZ1826'FEET SOUTH OF THE FENCE CORNER, 0.6 FOOT EAST OF THE WIRE FENCE
 LZ1826'AND ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 LZ1826'
 LZ1826'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BOUNDARY MONUMENT NO 126
 LZ1826'NY-PA NO 2 1967, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 LZ1826'CONCRETE MONUMENT WHICH PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 39
 LZ1826'FEET WEST-NORTHWEST OF THE FENCE CORNER, 11 FEET SOUTH OF THE
 LZ1826'CENTER OF THE DIRT ROAD, 2 FEET NORTH OF THE WIRE FENCE AND ABOUT 2
 LZ1826'FEET HIGHER IN ELEVATION THAN THE STATION MARK.
 LZ1826'
 LZ1826'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BOUNDARY MONUMENT NO 126
 LZ1826'NY-PA 1967, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 LZ1826'WHICH PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 55 FEET SOUTHEAST OF
 LZ1826'TELEPHONE POLE NO. 7-20, 19 FEET SOUTH-SOUTHEAST OF THE CENTER
 LZ1826'OF THE PAVED ROAD, 2 FEET NORTHWEST OF A FENCE CORNER AND 1.6 FEET
 LZ1826'SOUTHWEST OF A METAL WITNESS POST.
 LZ1826'
 LZ1826'**TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE EAST ON THE
 LZ1826'PAVED ROAD FOR 1.3 MILES TO THE MARK ON THE RIGHT.
 LZ1826'
 LZ1826'HEIGHT OF LIGHT ABOVE STATION MARK 25.9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2169 ***********************************************************************
 MA2169  DESIGNATION -  BOUNDARY MON 138 NY PA 1967
 MA2169  PID         -  MA2169
 MA2169  STATE/COUNTY-  PA/POTTER
 MA2169  USGS QUAD   -  OSWAYO (1977)
 MA2169
 MA2169                         *CURRENT SURVEY CONTROL
 MA2169  ___________________________________________________________________
 MA2169* NAD 83(1992)-  41 59 58.77820(N)    078 03 34.68183(W)     ADJUSTED  
 MA2169* NAVD 88     -       606.     (meters)    1988.     (feet)  VERTCON   
 MA2169  ___________________________________________________________________
 MA2169  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 MA2169  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 MA2169
 MA2169  HORZ ORDER  -  SECOND
 MA2169
 MA2169.The horizontal coordinates were established by classical geodetic methods
 MA2169.and adjusted by the National Geodetic Survey in June 2002..
 MA2169
 MA2169.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2169
 MA2169.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2169
 MA2169.The geoid height was determined by GEOID03.
 MA2169
 MA2169;                    North         East     Units Scale Factor Converg.
 MA2169;SPC PA N     -   203,613.232   574,346.302   MT  1.00000844   -0 12 17.4
 MA2169;SPC PA N     -   668,021.08  1,884,334.49   sFT  1.00000844   -0 12 17.4
 MA2169;SPC NY W     -   222,188.951   393,386.485   MT  0.99996065   +0 21 01.5
 MA2169;SPC NY W     -   728,964.92  1,290,635.49   sFT  0.99996065   +0 21 01.5
 MA2169;UTM  17      - 4,653,921.713   743,526.780   MT  1.00032981   +1 58 06.4
 MA2169;UTM  18      - 4,654,268.145   246,594.267   MT  1.00039023   -2 02 54.1
 MA2169
 MA2169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2169!SPC PA N     -   0.99990995  x   1.00000844  =   0.99991839
 MA2169!SPC NY W     -   0.99990995  x   0.99996065  =   0.99987060
 MA2169!UTM  17      -   0.99990995  x   1.00032981  =   1.00023973
 MA2169!UTM  18      -   0.99990995  x   1.00039023  =   1.00030015
 MA2169
 MA2169                          SUPERSEDED SURVEY CONTROL
 MA2169
 MA2169  NAD 83(1996)-  41 59 58.77815(N)    078 03 34.68186(W) AD(       ) 2
 MA2169  NAD 83(1986)-  41 59 58.78029(N)    078 03 34.67861(W) AD(       ) 2
 MA2169  NAD 27      -  41 59 58.53923(N)    078 03 35.65088(W) AD(       ) 2
 MA2169  NGVD 29 (07/19/86)  606.     (m)         1988.     (f) VERT ANG       
 MA2169
 MA2169.Superseded values are not recommended for survey control.
 MA2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2169.See file dsdata.txt to determine how the superseded data were derived.
 MA2169
 MA2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG4352753922(NAD 83)
 MA2169_MARKER: Z = SEE DESCRIPTION
 MA2169_SETTING: 0 = UNSPECIFIED SETTING
 MA2169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA2169
 MA2169  HISTORY     - Date     Condition        Report By
 MA2169  HISTORY     - 1967     MONUMENTED       CGS
 MA2169
 MA2169                          STATION DESCRIPTION
 MA2169
 MA2169'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 MA2169'A GEODIMETER TRAVERSE WAS MADE FROM TRIANGULATION STATION KIBBE TO
 MA2169'N.Y.-PA. BOUNDARY MOUNMENT 138 AND THE DISTANCE IS SHOWN ABOVE.
 MA2169'
 MA2169'THE STATION IS LOCATED ON THE WEST SLOPE OF A PROMINENT WOODED HILL
 MA2169'ABOUT 10 MILES WEST-NORTHWEST OF GENESSE, PENNSYLVANIA, 7
 MA2169'1/2 MILES NORTH-NORTHEAST OF SHINGLEHOUSE, PENNSYLVANIA, 1 MILE SOUTH
 MA2169'OF THE SMALL VILLAGE OF ALMA, NEW YORK.  IT IS ON THE PROPERTY
 MA2169'OWNED OR LEASED BY THE EMPIRE GAS COMPANY.  A KEY TO THE LOCKED GATE
 MA2169'MAY BE OBTAINED FROM MR. L.R. STEARNS WHO RESIDES AT 33 LINCOLN
 MA2169'STREET, SHINGLEHOUSE, PENNSYLVANIA.
 MA2169'
 MA2169'TO REACH THE MONUMENT FROM THE POST OFFICE IN ALMA, GO WEST ON A
 MA2169'PAVED ROAD FOR 0.05 MILE TO A PAVED SIDE ROAD LEFT.  TURN LEFT AND
 MA2169'GO SOUTH ON PUMP STATION ROAD FOR 1.05 MILES TO THE END OF THE
 MA2169'PAVEMENT AT THE NEW YORK-PENNSYLVANIA STATE LINE AND A BOUNDARY
 MA2169'MONUMENT ON THE RIGHT, WEST, SIDE OF THE ROAD.  CONTINUE IN A
 MA2169'SOUTHERLY DIRECTION ON THE GRAVELED ROAD FOR 0.5 MILE TO THE
 MA2169'SUMMIT OF A LOW HILL AND A SIDE ROAD RIGHT AT A LOCKED GATE.  TURN
 MA2169'RIGHT, PASS THROUGH THE LOCKED GATE, AND GO WEST ON A DIRT
 MA2169'ROAD FOR ABOUT 150 FEET TO A DIAGONAL CROSSROAD.  TURN RIGHT AND GO
 MA2169'IN A NORTHERLY DIRECTION ON THE MAIN WOODS ROAD FOR 0.25 MILE TO A
 MA2169'POINT WHERE THE ROAD CURVES LEFT.  KEEP LEFT ON THE MAIN ROAD AND
 MA2169'GO 0.1 MILE, DOWNGRADE, TO A REVERSE Y FORK.  TURN RIGHT AND GO NORTH
 MA2169'ON THE WOODS ROAD FOR 0.15 MILE TO A SMALL WOODED SIGN WITH
 MA2169'LETTERING N.Y.-PA. AND THE STATE LINE.  THE MONUMENT IS 17 PACES DOWN
 MA2169'THE WEST SLOPE FROM THIS POINT.
 MA2169'
 MA2169'THE MONUMENT IS A 6-INCH SQUARE GRANITE POST PROJECTING 4 INCHES
 MA2169'ABOVE THE GROUND SURFACE.  IT HAS ENGRAVED CROSSED LINES ON TOP.
 MA2169'ON THE NORTH, SOUTH AND EAST SIDES RESPECTIVELY THE LETTERING AND
 MA2169'NUMBERS NY, PA AND 138 ARE ENGRAVED.  IT IS 50 FEET WEST OF THE
 MA2169'CENTER OF THE WOODS ROAD AND ABOUT 20 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1885 ***********************************************************************
 MA1885  DESIGNATION -  BOUNDARY MON 199 NY PA
 MA1885  PID         -  MA1885
 MA1885  STATE/COUNTY-  PA/WARREN
 MA1885  USGS QUAD   -  SUGAR GROVE (1975)
 MA1885
 MA1885                         *CURRENT SURVEY CONTROL
 MA1885  ___________________________________________________________________
 MA1885* NAD 83(1992)-  41 59 55.85210(N)    079 15 23.24723(W)     ADJUSTED  
 MA1885* NAVD 88     -       501.     (meters)    1644.     (feet)  SCALED    
 MA1885  ___________________________________________________________________
 MA1885  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 MA1885  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 MA1885
 MA1885  HORZ ORDER  -  SECOND
 MA1885
 MA1885.The horizontal coordinates were established by classical geodetic methods
 MA1885.and adjusted by the National Geodetic Survey in June 2002..
 MA1885
 MA1885.The orthometric height was scaled from a topographic map.
 MA1885
 MA1885.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1885
 MA1885.The geoid height was determined by GEOID03.
 MA1885
 MA1885;                    North         East     Units Scale Factor Converg.
 MA1885;SPC PA N     -   204,562.554   475,191.850   MT  1.00000829   -0 59 47.7
 MA1885;SPC PA N     -   671,135.65  1,559,025.26   sFT  1.00000829   -0 59 47.7
 MA1885;SPC NY W     -   222,185.191   294,233.488   MT  0.99997575   -0 27 01.5
 MA1885;SPC NY W     -   728,952.58    965,331.04   sFT  0.99997575   -0 27 01.5
 MA1885;UTM  17      - 4,651,118.653   644,401.015   MT  0.99985658   +1 10 00.6
 MA1885
 MA1885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1885!SPC PA N     -   0.99992665  x   1.00000829  =   0.99993493
 MA1885!SPC NY W     -   0.99992665  x   0.99997575  =   0.99990240
 MA1885!UTM  17      -   0.99992665  x   0.99985658  =   0.99978324
 MA1885
 MA1885                          SUPERSEDED SURVEY CONTROL
 MA1885
 MA1885  NAD 83(1996)-  41 59 55.85226(N)    079 15 23.24697(W) AD(       ) 2
 MA1885  NAD 83(1986)-  41 59 55.85337(N)    079 15 23.24585(W) AD(       ) 2
 MA1885  NAD 27      -  41 59 55.64659(N)    079 15 24.06375(W) AD(       ) 2
 MA1885
 MA1885.Superseded values are not recommended for survey control.
 MA1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1885.See file dsdata.txt to determine how the superseded data were derived.
 MA1885
 MA1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG4440151119(NAD 83)
 MA1885_MARKER: Z = SEE DESCRIPTION
 MA1885_SETTING: 0 = UNSPECIFIED SETTING
 MA1885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1885
 MA1885  HISTORY     - Date     Condition        Report By
 MA1885  HISTORY     - 1935     MONUMENTED       CGS
 MA1885
 MA1885                          STATION DESCRIPTION
 MA1885
 MA1885'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 MA1885'THE MARK CONSISTS OF A STANDARD STONE
 MA1885'MONUMENT, 6 BY 12
 MA1885'INCHES, PROJECTING ABOUT 14 INCHES ABOVE GROUND, AND MARKED BY A
 MA1885'CROSS IN THE TOP.  IT IS APPROXIMATELY 200 METERS
 MA1885'NORTHWEST OF TRIANGULATION STATION DALRYMPLE, 5 METERS WEST OF THE
 MA1885'CENTERLINE OF THE ROAD, ON THE OUTSIDE OF A CURVE, ABOUT 50 METERS
 MA1885'WEST OF A WHITE HOUSE.
 MA1885'
 MA1885'THE MARK WAS CONNECTED TO STATION DALRYMPLE BY TRAVERSE.  THE
 MA1885'TRAVERSE IS RECORDED IN VOLUME 36, OBSERVATION OF HORIZONTAL
 MA1885'DIRECTIONS.  THE MARK IS OBSTRUCTED TO DALRYMPLE, SO AN A STATION
 MA1885'(TEMPORARY) WAS USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2093 ***********************************************************************
 MA2093  DESIGNATION -  BOUNDARY MON 216 NY PA
 MA2093  PID         -  MA2093
 MA2093  STATE/COUNTY-  PA/WARREN
 MA2093  USGS QUAD   -  COLUMBUS (1990)
 MA2093
 MA2093                         *CURRENT SURVEY CONTROL
 MA2093  ___________________________________________________________________
 MA2093* NAD 83(1992)-  41 59 55.10779(N)    079 35 20.97554(W)     ADJUSTED  
 MA2093* NAVD 88     -       521.     (meters)    1709.     (feet)  SCALED    
 MA2093  ___________________________________________________________________
 MA2093  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 MA2093  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MA2093
 MA2093  HORZ ORDER  -  FIRST
 MA2093
 MA2093.The horizontal coordinates were established by classical geodetic methods
 MA2093.and adjusted by the National Geodetic Survey in June 2002..
 MA2093
 MA2093.The orthometric height was scaled from a topographic map.
 MA2093
 MA2093.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2093
 MA2093.The geoid height was determined by GEOID03.
 MA2093
 MA2093;                    North         East     Units Scale Factor Converg.
 MA2093;SPC PA N     -   205,071.968   447,631.155   MT  1.00000826   -1 13 00.0
 MA2093;SPC PA N     -   672,806.95  1,468,603.21   sFT  1.00000826   -1 13 00.0
 MA2093;SPC NY W     -   222,432.472   266,669.484   MT  1.00002291   -0 40 23.0
 MA2093;SPC NY W     -   729,763.87    874,898.13   sFT  1.00002291   -0 40 23.0
 MA2093;UTM  17      - 4,650,588.030   616,846.167   MT  0.99976800   +0 56 38.8
 MA2093
 MA2093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2093!SPC PA N     -   0.99992360  x   1.00000826  =   0.99993186
 MA2093!SPC NY W     -   0.99992360  x   1.00002291  =   0.99994651
 MA2093!UTM  17      -   0.99992360  x   0.99976800  =   0.99969162
 MA2093
 MA2093|---------------------------------------------------------------------|
 MA2093| PID    Reference Object                     Distance      Geod. Az  |
 MA2093|                                                           dddmmss.s |
 MA2093| CX3198 BOUNDARY MON 216 RM 1                42.970 METERS 06129     |
 MA2093| CX3199 BOUNDARY MON 216 RM 2                30.722 METERS 13602     |
 MA2093| CX3197 BOUNDARY MON 216 AZ MK                             1685252.3 |
 MA2093|---------------------------------------------------------------------|
 MA2093
 MA2093                          SUPERSEDED SURVEY CONTROL
 MA2093
 MA2093  NAD 83(1996)-  41 59 55.10818(N)    079 35 20.97557(W) AD(       ) 1
 MA2093  NAD 83(1986)-  41 59 55.11082(N)    079 35 20.97186(W) AD(       ) 1
 MA2093  NAD 27      -  41 59 54.92311(N)    079 35 21.79079(W) AD(       ) 1
 MA2093
 MA2093.Superseded values are not recommended for survey control.
 MA2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2093.See file dsdata.txt to determine how the superseded data were derived.
 MA2093
 MA2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG1684650588(NAD 83)
 MA2093_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2093
 MA2093  HISTORY     - Date     Condition        Report By
 MA2093  HISTORY     - 1938     MONUMENTED       CGS
 MA2093  HISTORY     - 1956     SEE DESCRIPTION  USGS
 MA2093  HISTORY     - 1966     SEE DESCRIPTION  CGS
 MA2093  HISTORY     - 19900429 POOR             USPSQD
 MA2093
 MA2093                          STATION DESCRIPTION
 MA2093
 MA2093'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 MA2093'STATION IS ON PENNSYLVANIA-NEW YORK STATE LINE 9.2 MILES E OF SW
 MA2093'CORNER OF NEW YORK, ABOUT 0.2 MILE E OF N-S ROAD FROM COLUMBUS
 MA2093'TO CLYMER, ON LAND OWNED BY MR. C.D. COVEY, MARK IS IN A 12- BY
 MA2093'12-INCH CONCRETE BLOCK PROJECTING 6 INCHES ABOVE GROUND AND IS
 MA2093'STAMPED MON NO. 216 1938.
 MA2093'
 MA2093'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 MA2093'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND
 MA2093'11A.
 MA2093'
 MA2093'REFERENCE MARK NO. 1 IS IN A 12- BY 12-INCH CONCRETE BLOCK STAMPED
 MA2093'MON 216 RM NO 1 1938, IT PROJECTS 3 INCHES ABOVE GROUND, IS 64
 MA2093'FEET N OF SW CORNER OF RAIL FENCE, AND IS NE OF STATION.
 MA2093'
 MA2093'REFERENCE MARK NO. 2 IS IN A 12- BY 12-INCH CONCRETE BLOCK PROJECTING
 MA2093'6 INCHES ABOVE GROUND, STAMPED MON 216-RM NO. 2- 1938, IN
 MA2093'OLD STONE FENCE ROW, AND SE OF STATION.
 MA2093'
 MA2093'AZIMUTH MARK IS IN A 12-INCH BY 12-INCH CONCRETE BLOCK, IS STAMPED
 MA2093'MON 216-1938, PROJECTS 6 INCHES ABOVE GROUND, IS APPROXIMATELY
 MA2093'0.2 MILE SSW OF STATION, 4 FEET N OF TELEPHONE POLE NO. 241, 24 FEET
 MA2093'E OF CENTER OF ROAD, AND 42 FEET E OF A 30-INCH WALNUT TREE.
 MA2093'
 MA2093'TO REACH FROM COLUMBUS, GO N ON DIRT ROAD AT SIGN COTTAGE PARK ON E
 MA2093'SIDE OF CREEK, 4.3 MILES TO STATE LINE AND MR.  COREYS HOUSE ON
 MA2093'L, TURN R AND GO 0.2 MILE THRU FIELD TO STATION.
 MA2093'
 MA2093'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MA2093
 MA2093                          STATION RECOVERY (1956)
 MA2093
 MA2093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 MA2093'STATION IS LEANING AT ABOUT 30 DEGREE ANGLE, HAVING FROST-HEAVED
 MA2093'APPARENTLY.  STILL QUITE FIRM, AND PROBABLY SUITABLE FOR POSITION.
 MA2093'
 MA2093'REFERENCE MARK 1 AND 2 ALSO HEAVED SLIGHTLY.
 MA2093
 MA2093                          STATION RECOVERY (1966)
 MA2093
 MA2093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CG)
 MA2093'UNDERGROUND STATION MARK WAS RECOVERED IN GOOD CONDITION.  SURFACE
 MA2093'MARK WAS DESTROYED.  BOTH REFERENCE MARKS AND AZIMUTH MARK
 MA2093'DISTURBED, TIPPED AND LOOSE IN GROUND.
 MA2093
 MA2093                          STATION RECOVERY (1990)
 MA2093
 MA2093'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCD)
 MA2093'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2109 ***********************************************************************
 MA2109  DESIGNATION -  BOUNDARY MON 221 NY PA
 MA2109  PID         -  MA2109
 MA2109  STATE/COUNTY-  PA/ERIE
 MA2109  USGS QUAD   -  CORRY (1993)
 MA2109
 MA2109                         *CURRENT SURVEY CONTROL
 MA2109  ___________________________________________________________________
 MA2109* NAD 83(1992)-  41 59 56.09659(N)    079 41 12.02373(W)     ADJUSTED  
 MA2109* NAVD 88     -       527.     (meters)    1729.     (feet)  SCALED    
 MA2109  ___________________________________________________________________
 MA2109  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 MA2109  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 MA2109
 MA2109  HORZ ORDER  -  FIRST
 MA2109
 MA2109.The horizontal coordinates were established by classical geodetic methods
 MA2109.and adjusted by the National Geodetic Survey in June 2002..
 MA2109
 MA2109.The orthometric height was scaled from a topographic map.
 MA2109
 MA2109.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2109
 MA2109.The geoid height was determined by GEOID03.
 MA2109
 MA2109;                    North         East     Units Scale Factor Converg.
 MA2109;SPC PA N     -   205,278.567   439,554.461   MT  1.00000831   -1 16 52.3
 MA2109;SPC PA N     -   673,484.77  1,442,104.93   sFT  1.00000831   -1 16 52.3
 MA2109;SPC NY W     -   222,562.487   258,591.006   MT  1.00004028   -0 44 17.9
 MA2109;SPC NY W     -   730,190.43    848,393.99   sFT  1.00004028   -0 44 17.9
 MA2109;UTM  17      - 4,650,490.036   608,769.458   MT  0.99974558   +0 52 43.9
 MA2109
 MA2109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2109!SPC PA N     -   0.99992269  x   1.00000831  =   0.99993100
 MA2109!SPC NY W     -   0.99992269  x   1.00004028  =   0.99996297
 MA2109!UTM  17      -   0.99992269  x   0.99974558  =   0.99966829
 MA2109
 MA2109:                Primary Azimuth Mark                     Grid Az
 MA2109:SPC PA N     -  BOUNDARY MON 216 NY PA                   091 27 53.7
 MA2109:SPC NY W     -  BOUNDARY MON 216 NY PA                   090 55 19.3
 MA2109:UTM  17      -  BOUNDARY MON 216 NY PA                   089 18 17.5
 MA2109
 MA2109|---------------------------------------------------------------------|
 MA2109| PID    Reference Object                     Distance      Geod. Az  |
 MA2109|                                                           dddmmss.s |
 MA2109| MA2093 BOUNDARY MON 216 NY PA              APPROX. 8.1 KM 0901101.4 |
 MA2109| CX3201 BOUNDARY MON 221 RM 1                27.870 METERS 10835     |
 MA2109| CX3200 BOUNDARY MON 221 AZ MK                             1254030.2 |
 MA2109| CX3202 BOUNDARY MON 221 RM 2                27.890 METERS 27438     |
 MA2109|---------------------------------------------------------------------|
 MA2109
 MA2109                          SUPERSEDED SURVEY CONTROL
 MA2109
 MA2109  NAD 83(1996)-  41 59 56.09697(N)    079 41 12.02377(W) AD(       ) 1
 MA2109  NAD 83(1986)-  41 59 56.09961(N)    079 41 12.01950(W) AD(       ) 1
 MA2109  NAD 27      -  41 59 55.90998(N)    079 41 12.83897(W) AD(       ) 1
 MA2109
 MA2109.Superseded values are not recommended for survey control.
 MA2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2109.See file dsdata.txt to determine how the superseded data were derived.
 MA2109
 MA2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG0876950490(NAD 83)
 MA2109_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2109_SETTING: 80 = SET IN A BOULDER
 MA2109_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MA2109
 MA2109  HISTORY     - Date     Condition        Report By
 MA2109  HISTORY     - 1938     MONUMENTED       CGS
 MA2109  HISTORY     - 19900428 GOOD             USPSQD
 MA2109
 MA2109                          STATION DESCRIPTION
 MA2109
 MA2109'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 MA2109'STATION IS ON STATE LINE 3.8 MILES E OF SW CORNER OF NEW
 MA2109'YORK-PENNSYLVANIA STATE LINE, ON N SIDE OF AN E-W ROAD, WHICH
 MA2109'IS JUST S OF STATE LINE.  A LARGE BARN AND FRAME HOUSE STAND ABOUT
 MA2109'200 YARDS TO SW, MARK IS SET IN DRILL HOLE IN A 12- BY 6-INCH
 MA2109'BOUNDARY MONUMENT, INSCRIBED PA. 221 M. ON S ON SIDE AND N Y ON N
 MA2109'SIDE, MARK IS STAMPED MON 221 1938, 24 FEET N OF CENTER OF DIRT
 MA2109'STATE LINE ROAD.
 MA2109'
 MA2109'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS IN A
 MA2109'BOULDER AND CONCRETE AS DESCRIBED IN NOTES 4 AND 11A.
 MA2109'
 MA2109'REFERENCE MARK NO. 1 IS IN A 12- BY 12-INCH CONCRETE BLOCK E OF
 MA2109'STATION, STAMPED MON 221 RM NO 1 1938, AND PROJECTS 14 INCHES.
 MA2109'REFERENCE MARK NO. 2 IS IN A 12- BY 12-INCH CONCRETE BLOCK W OF
 MA2109'STATION AND IS STAMPED MON 221 RM NO. 2 1938.
 MA2109'
 MA2109'AZIMUTH MARK IS IN A 12- BY 12-INCH CONCRETE BLOCK PROJECTING 12
 MA2109'INCHES ABOVE GROUND, IS STAMPED MON 221 1938, IS 28 FEET N OF
 MA2109'STATE LINE DIRT ROAD CENTER LINE, 12 FEET W OF DRIVEWAY, 42 FEET SW
 MA2109'OF SW CORNER OF CONCRETE PORCH OF HOUSE, APPROXIMATELY 0.15 MILE E
 MA2109'OF STATION.
 MA2109'
 MA2109'TO REACH STATION FROM CORRY, GO NW ON ROUTE 426, 5 MILES FROM
 MA2109'JUNCTION OF HIGHWAY 426 AND NO. 6, TURN L ON DIRT ROAD AND GO 0.6
 MA2109'MILE TO STATION ON R SIDE OF ROAD.
 MA2109'
 MA2109'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MA2109
 MA2109                          STATION RECOVERY (1990)
 MA2109
 MA2109'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCD)
 MA2109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1842 ***********************************************************************
 LZ1842  DESIGNATION -  BOUNDARY MON 45 NY PA
 LZ1842  PID         -  LZ1842
 LZ1842  STATE/COUNTY-  PA/BRADFORD
 LZ1842  USGS QUAD   -  LITTLE MEADOWS (1978)
 LZ1842
 LZ1842                         *CURRENT SURVEY CONTROL
 LZ1842  ___________________________________________________________________
 LZ1842* NAD 83(1992)-  41 59 54.26358(N)    076 14 40.47426(W)     ADJUSTED  
 LZ1842* NAVD 88     -       464.     (meters)    1522.     (feet)  SCALED    
 LZ1842  ___________________________________________________________________
 LZ1842  LAPLACE CORR-           4.26  (seconds)                    DEFLEC99
 LZ1842  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 LZ1842
 LZ1842  HORZ ORDER  -  SECOND
 LZ1842
 LZ1842.The horizontal coordinates were established by classical geodetic methods
 LZ1842.and adjusted by the National Geodetic Survey in June 2002..
 LZ1842
 LZ1842.The orthometric height was scaled from a topographic map.
 LZ1842
 LZ1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1842
 LZ1842.The geoid height was determined by GEOID03.
 LZ1842
 LZ1842;                    North         East     Units Scale Factor Converg.
 LZ1842;SPC PA N     -   204,512.061   724,723.366   MT  1.00000822   +0 59 45.2
 LZ1842;SPC PA N     -   670,969.99  2,377,696.58   sFT  1.00000822   +0 59 45.2
 LZ1842;UTM  18      - 4,650,348.443   396,923.726   MT  0.99973074   -0 49 58.2
 LZ1842
 LZ1842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1842!SPC PA N     -   0.99993240  x   1.00000822  =   0.99994062
 LZ1842!UTM  18      -   0.99993240  x   0.99973074  =   0.99966316
 LZ1842
 LZ1842|---------------------------------------------------------------------|
 LZ1842| PID    Reference Object                     Distance      Geod. Az  |
 LZ1842|                                                           dddmmss.s |
 LZ1842| CB4063 BOUNDARY MON 45 RM 2                  2.855 METERS 03039     |
 LZ1842| CB4061 BOUNDARY MON 45 AZ MK                              2082134.0 |
 LZ1842| CB4062 BOUNDARY MON 45 RM 1                  3.330 METERS 33114     |
 LZ1842|---------------------------------------------------------------------|
 LZ1842
 LZ1842                          SUPERSEDED SURVEY CONTROL
 LZ1842
 LZ1842  NAD 83(1996)-  41 59 54.26355(N)    076 14 40.47463(W) AD(       ) 2
 LZ1842  NAD 83(1986)-  41 59 54.26618(N)    076 14 40.47465(W) AD(       ) 2
 LZ1842  NAD 27      -  41 59 53.99800(N)    076 14 41.71900(W) AD(       ) 2
 LZ1842
 LZ1842.Superseded values are not recommended for survey control.
 LZ1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1842.See file dsdata.txt to determine how the superseded data were derived.
 LZ1842
 LZ1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM9692450348(NAD 83)
 LZ1842_MARKER: Z = SEE DESCRIPTION
 LZ1842_SETTING: 0 = UNSPECIFIED SETTING
 LZ1842
 LZ1842  HISTORY     - Date     Condition        Report By
 LZ1842  HISTORY     - 1934     MONUMENTED       CGS
 LZ1842
 LZ1842                          STATION DESCRIPTION
 LZ1842
 LZ1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 LZ1842'ABOUT 5 MILES SOUTH OF OWEGO, N.Y.  STATION MARK IS SET IN CONCRETE
 LZ1842'IN THE STATE-LINE BOUNDARY MONUMENT, WHICH IS A 6- BY 6- BY
 LZ1842'12-INCH GRANITE BLOCK REINFORCED BY A DEPTH OF 6 INCHES OF CONCRETE
 LZ1842'18 INCHES BY 20 INCHES, ABOUT ITS BASE.  IT IS 10 FEET WEST OF
 LZ1842'CENTERLINE OF DIRT ROAD LEADING TO STATION, 9 FEET EAST OF AN OLD
 LZ1842'ROCK FENCE AND 9 FEET SOUTH OF WORM-RAIL FENCE LINE ON EAST
 LZ1842'SIDE OF ROAD.
 LZ1842'
 LZ1842'REFERENCE MARK NO. 1 NOTE 11A, IS 93.68 FEET NORTHEAST OF STATION, 2
 LZ1842'FEET WEST OF FENCE LINE, AND 20 FEET EAST OF CENTERLINE OF
 LZ1842'DIRT ROAD.  IT IS SET FLUSH WITH THE GROUND.
 LZ1842'
 LZ1842'REFERENCE MARK NO. 2 NOTE 11A, IS 109.26 FEET SOUTHEAST OF STATION IN
 LZ1842'FENCE LINE, 14 FEET EAST OF CENTERLINE OF DIRT ROAD, AND
 LZ1842'PROJECTS 1 INCH ABOVE THE GROUND.
 LZ1842'
 LZ1842'AZIMUTH MARK, NOTE 11A, IS 0.2 MILE SOUTH OF STATION, 17 FEET EAST OF
 LZ1842'CENTERLINE OF DIRT ROAD LEADING TO STATION, 70 FEET
 LZ1842'WEST-NORTHWEST OF HOUSE AND ABOUT 100 FEET SOUTHWEST OF BARN, AND
 LZ1842'PROJECTS 3 INCHES ABOVE GROUND.
 LZ1842'
 LZ1842'TO REACH STATION FROM OWEGO, CROSS BRIDGE OVER THE SUSQUEHANNA RIVER
 LZ1842'GOING SOUTH, TURN RIGHT ON STATE HIGHWAY 283 FOR 0.7 MILE
 LZ1842'TO WHERE HIGHWAY 283 LEAVES PAVED ROAD LEADING UP HILL TO THE LEFT,
 LZ1842'TAKE THIS LEFT FORK FOR 6.4 MILES TO STATE LINE, BEAR
 LZ1842'RIGHT, ON HIGHWAY 329, FOR 2.1 MILES, TAKE DIRT ROAD TO RIGHT,
 LZ1842'HIGHWAY 924, FOR 0.5 MILE, TAKE T-ROAD TO RIGHT 1.2 MILE TO
 LZ1842'STATION.
 LZ1842'
 LZ1842'HEIGHT OF LIGHT ABOVE STATION MARK 11 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1501 ***********************************************************************
 JV1501  DESIGNATION -  BOUNDARY MON 46 RM 3
 JV1501  PID         -  JV1501
 JV1501  STATE/COUNTY-  PA/YORK
 JV1501  USGS QUAD   -  NEW FREEDOM (1974)
 JV1501
 JV1501                         *CURRENT SURVEY CONTROL
 JV1501  ___________________________________________________________________
 JV1501* NAD 83(1986)-  39 43 15.     (N)    076 39 22.     (W)     SCALED    
 JV1501* NAVD 88     -       266.953  (meters)     875.83   (feet)  ADJUSTED  
 JV1501  ___________________________________________________________________
 JV1501  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 JV1501  DYNAMIC HT  -         266.819 (meters)     875.39  (feet)  COMP
 JV1501  MODELED GRAV-     980,117.0   (mgal)                       NAVD 88
 JV1501
 JV1501  VERT ORDER  -  SECOND    CLASS 0
 JV1501
 JV1501.The horizontal coordinates were scaled from a topographic map and have
 JV1501.an estimated accuracy of +/- 6 seconds.
 JV1501
 JV1501.The orthometric height was determined by differential leveling
 JV1501.and adjusted by the National Geodetic Survey in June 1991..
 JV1501
 JV1501.The geoid height was determined by GEOID03.
 JV1501
 JV1501.The dynamic height is computed by dividing the NAVD 88
 JV1501.geopotential number by the normal gravity value computed on the
 JV1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1501.degrees latitude (g = 980.6199 gals.).
 JV1501
 JV1501.The modeled gravity was interpolated from observed gravity values.
 JV1501
 JV1501;                    North         East    Units  Estimated Accuracy
 JV1501;SPC PA S     -    43,610.      693,790.      MT  (+/- 180 meters Scaled)
 JV1501
 JV1501                          SUPERSEDED SURVEY CONTROL
 JV1501
 JV1501  NGVD 29 (??/??/??)  267.166  (m)          876.53   (f) ADJUSTED    2 0
 JV1501
 JV1501.Superseded values are not recommended for survey control.
 JV1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1501.See file dsdata.txt to determine how the superseded data were derived.
 JV1501
 JV1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ580980(NAD 83)
 JV1501_MARKER: DR = REFERENCE MARK DISK
 JV1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1501_STAMPING: BOUNDRY NO 46 NO 3 1933
 JV1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1501+STABILITY: SURFACE MOTION
 JV1501
 JV1501  HISTORY     - Date     Condition        Report By
 JV1501  HISTORY     - 1933     MONUMENTED       CGS
 JV1501  HISTORY     - 1959     GOOD             CGS
 JV1501  HISTORY     - 1961     GOOD             CGS
 JV1501
 JV1501                          STATION DESCRIPTION
 JV1501
 JV1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JV1501'0.2 MI N FROM MARYLAND LINE.
 JV1501'0.2 MILE NORTH ALONG OLD U.S. HIGHWAY 111 FROM THE FIRE STATION
 JV1501'AT MARYLAND LINE, ALONG A FENCE LINE NEAR THE MARYLAND-PENNSYLVANIA
 JV1501'STATE LINE, 299.2 FEET NORTHWEST OF THE STATION, 10 FEET SOUTH
 JV1501'OF A FENCE CORNER, 1 FOOT EAST OF A FENCE LINE AND SET IN THE
 JV1501'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF
 JV1501'THE GROUND.
 JV1501
 JV1501                          STATION RECOVERY (1961)
 JV1501
 JV1501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JV1501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV6567 ***********************************************************************
 JV6567  DESIGNATION -  BOUNDARY MON 54 MD PA RM 3
 JV6567  PID         -  JV6567
 JV6567  STATE/COUNTY-  PA/YORK
 JV6567  USGS QUAD   -  LINEBORO (1984)
 JV6567
 JV6567                         *CURRENT SURVEY CONTROL
 JV6567  ___________________________________________________________________
 JV6567* NAD 83(1992)-  39 43 15.24584(N)    076 48 33.79636(W)     ADJUSTED  
 JV6567* NAVD 88     -       260.     (meters)     853.     (feet)  SCALED    
 JV6567  ___________________________________________________________________
 JV6567  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 JV6567  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 JV6567
 JV6567  HORZ ORDER  -  SECOND
 JV6567
 JV6567.The horizontal coordinates were established by classical geodetic methods
 JV6567.and adjusted by the National Geodetic Survey in June 2002..
 JV6567
 JV6567.The orthometric height was scaled from a topographic map.
 JV6567
 JV6567.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV6567
 JV6567.The geoid height was determined by GEOID03.
 JV6567
 JV6567;                    North         East     Units Scale Factor Converg.
 JV6567;SPC PA S     -    43,463.378   680,650.258   MT  1.00004001   +0 36 36.9
 JV6567;SPC PA S     -   142,596.10  2,233,100.05   sFT  1.00004001   +0 36 36.9
 JV6567;SPC MD       -   228,058.853   416,344.126   MT  1.00005863   +0 07 10.7
 JV6567;SPC MD       -   748,223.09  1,365,955.69   sFT  1.00005863   +0 07 10.7
 JV6567;UTM  18      - 4,398,345.903   344,919.448   MT  0.99989609   -1 09 23.5
 JV6567
 JV6567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV6567!SPC PA S     -   0.99996423  x   1.00004001  =   1.00000424
 JV6567!SPC MD       -   0.99996423  x   1.00005863  =   1.00002286
 JV6567!UTM  18      -   0.99996423  x   0.99989609  =   0.99986032
 JV6567
 JV6567                          SUPERSEDED SURVEY CONTROL
 JV6567
 JV6567  NAD 83(1991)-  39 43 15.24590(N)    076 48 33.79723(W) AD(       ) 2
 JV6567  NAD 83(1986)-  39 43 15.24023(N)    076 48 33.79852(W) AD(       ) 2
 JV6567
 JV6567.Superseded values are not recommended for survey control.
 JV6567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV6567.See file dsdata.txt to determine how the superseded data were derived.
 JV6567
 JV6567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ4491998346(NAD 83)
 JV6567_MARKER: DR = REFERENCE MARK DISK
 JV6567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV6567_SP_SET: CONCRETE POST
 JV6567_STAMPING: BNDRY MON 54 1939 NO 3 1983
 JV6567_MARK LOGO: NGS   
 JV6567_MAGNETIC: N = NO MAGNETIC MATERIAL
 JV6567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV6567+STABILITY: SURFACE MOTION
 JV6567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV6567+SATELLITE: SATELLITE OBSERVATIONS - 1983
 JV6567
 JV6567  HISTORY     - Date     Condition        Report By
 JV6567  HISTORY     - 1983     MONUMENTED       NGS
 JV6567
 JV6567                          STATION DESCRIPTION
 JV6567
 JV6567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JV6567'THE STATION IS LOCATED ABOUT 12 KM (7.45 MI) NORTHEAST OF MANCHESTER,
 JV6567'3.75 KM (2.35 MI) EAST OF LINEBORO AND 9.5 KM (5.90 MI) SOUTHWEST OF
 JV6567'GLEN ROCK, PENNSYLVANIA.  OWNERSHIP--MRS. E.J.BROBECK, ROUTE 3 BOX 140
 JV6567'GLEN ROCK, PENNSYLVANIA.  ZIP CODE 17327.
 JV6567'TO REACH FROM THE POST OFFICE IN LINEBORO, GO NORTHEAST ON
 JV6567'PENNSYLVANIA STATE HIGHWAY 516 FOR 4.2 KM (2.60 MI) TO A SIDE ROAD
 JV6567'RIGHT.  TURN RIGHT AND GO SOUTHERLY ON A PAVED ROAD FOR 2.8 KM
 JV6567'(1.75 MI) TO A CROSSROADS AT THE INTERSECTION OF SCHALK ROAD ONE,
 JV6567'GRAVE RUN ROAD AND LINEBORO ROAD.  TURN RIGHT AND GO WESTERLY ON
 JV6567'SCHALK ROAD ONE FOR 0.1 KM (0.05 MI) TO THE MARK ON THE RIGHT ATOP A
 JV6567'LOW HILL AND IN A WOODED FENCE LINE.
 JV6567'THE DISK IS SET IN THE TOP OF A 0.3 M (1.0 FT) ROUND MONUMENT WHICH IS
 JV6567'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 128.68 M (422.2 FT) WEST
 JV6567'OF THE CENTER OF GRAVE RUN ROAD, 45.11 M (148.0 FT) NORTHWEST OF THE
 JV6567'CENTER OF THE JUNCTION OF THE EXTENDED CENTER OF A FIELD ROAD AND
 JV6567'SCHALK ROAD ONE, 29.38 M (96.4 FT) NORTHWEST OF A TELEPHONE
 JV6567'UNDERGROUND CABLE MARKER POST NUMBERED 58 AND 25.6 M (84.0 FT) NORTH
 JV6567'OF THE SOUTH EDGE OF THE WOODED FENCE LINE.
 JV6567'THIS MARK IS ABOUT 7.4 M (24.3 FT) LOWER THAN THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3435 ***********************************************************************
 JV3435  DESIGNATION -  BOUNDARY MON 91 RM 1
 JV3435  PID         -  JV3435
 JV3435  STATE/COUNTY-  PA/FRANKLIN
 JV3435  USGS QUAD   -  SMITHSBURG (1994)
 JV3435
 JV3435                         *CURRENT SURVEY CONTROL
 JV3435  ___________________________________________________________________
 JV3435* NAD 83(1986)-  39 43 12.     (N)    077 30 10.     (W)     SCALED    
 JV3435* NAVD 88     -       398.171  (meters)    1306.33   (feet)  ADJUSTED  
 JV3435  ___________________________________________________________________
 JV3435  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JV3435  DYNAMIC HT  -         397.936 (meters)    1305.56  (feet)  COMP
 JV3435  MODELED GRAV-     980,024.4   (mgal)                       NAVD 88
 JV3435
 JV3435  VERT ORDER  -  SECOND    CLASS 0
 JV3435
 JV3435.The horizontal coordinates were scaled from a topographic map and have
 JV3435.an estimated accuracy of +/- 6 seconds.
 JV3435
 JV3435.The orthometric height was determined by differential leveling
 JV3435.and adjusted by the National Geodetic Survey in June 1991..
 JV3435
 JV3435.The geoid height was determined by GEOID03.
 JV3435
 JV3435.The dynamic height is computed by dividing the NAVD 88
 JV3435.geopotential number by the normal gravity value computed on the
 JV3435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3435.degrees latitude (g = 980.6199 gals.).
 JV3435
 JV3435.The modeled gravity was interpolated from observed gravity values.
 JV3435
 JV3435;                    North         East    Units  Estimated Accuracy
 JV3435;SPC PA S     -    42,960.      621,200.      MT  (+/- 180 meters Scaled)
 JV3435
 JV3435                          SUPERSEDED SURVEY CONTROL
 JV3435
 JV3435  NGVD 29 (??/??/??)  398.336  (m)         1306.87   (f) ADJUSTED    2 0
 JV3435
 JV3435.Superseded values are not recommended for survey control.
 JV3435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3435.See file dsdata.txt to determine how the superseded data were derived.
 JV3435
 JV3435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ854996(NAD 83)
 JV3435_MARKER: DR = REFERENCE MARK DISK
 JV3435_SETTING: 80 = SET IN A BOULDER
 JV3435_SP_SET: BOULDER
 JV3435_STAMPING: BOUNDARY MON NO 91 1939
 JV3435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3435+STABILITY: SURFACE MOTION
 JV3435_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JV3435+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2004
 JV3435
 JV3435  HISTORY     - Date     Condition        Report By
 JV3435  HISTORY     - 1939     MONUMENTED       CGS
 JV3435  HISTORY     - 20041024 GOOD             GEOCAC
 JV3435
 JV3435                          STATION DESCRIPTION
 JV3435
 JV3435'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 JV3435'0.2 MI E FROM PENN MAR.
 JV3435'IN FRANKLIN COUNTY, PENNSYLVANIA, 0.2 MILE EAST ALONG A DIRT
 JV3435'ROAD FROM THE WESTERN MARYLAND RAILWAY STATION IN PEN MAR,
 JV3435'WASHINGTON COUNTY, MARYLAND, ALONG THE SOUTH SIDE OF THE WALDHEIM
 JV3435'HOTEL, AT THE DEAD END OF THE ROAD, 81 FEET NORTH OF THE CENTERLINE
 JV3435'OF THE ROAD, 69.8 FEET NORTHWEST OF BOUNDARY MONUMENT 91, DESCRIBED
 JV3435'ABOVE, AND IN THE TOP OF A 6-FOOT ROCK BOULDER WHICH PROJECTS 3
 JV3435'FEET ABOVE THE GROUND.  A STANDARD REFERENCE MARK DISK, STAMPED
 JV3435'BOUNDARY MON. NO 91 NO 1 1939.
 JV3435
 JV3435                          STATION RECOVERY (2004)
 JV3435
 JV3435'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 JV3435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3370 ***********************************************************************
 JV3370  DESIGNATION -  BOUNDARY MON 97 RM 2
 JV3370  PID         -  JV3370
 JV3370  STATE/COUNTY-  PA/FRANKLIN
 JV3370  USGS QUAD   -  SMITHSBURG (1994)
 JV3370
 JV3370                         *CURRENT SURVEY CONTROL
 JV3370  ___________________________________________________________________
 JV3370* NAD 83(1986)-  39 43 14.     (N)    077 36 58.     (W)     SCALED    
 JV3370* NAVD 88     -       194.594  (meters)     638.43   (feet)  ADJUSTED  
 JV3370  ___________________________________________________________________
 JV3370  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JV3370  DYNAMIC HT  -         194.481 (meters)     638.06  (feet)  COMP
 JV3370  MODELED GRAV-     980,044.1   (mgal)                       NAVD 88
 JV3370
 JV3370  VERT ORDER  -  SECOND    CLASS 0
 JV3370
 JV3370.The horizontal coordinates were scaled from a topographic map and have
 JV3370.an estimated accuracy of +/- 6 seconds.
 JV3370
 JV3370.The orthometric height was determined by differential leveling
 JV3370.and adjusted by the National Geodetic Survey in June 1991..
 JV3370
 JV3370.The geoid height was determined by GEOID03.
 JV3370
 JV3370.The dynamic height is computed by dividing the NAVD 88
 JV3370.geopotential number by the normal gravity value computed on the
 JV3370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3370.degrees latitude (g = 980.6199 gals.).
 JV3370
 JV3370.The modeled gravity was interpolated from observed gravity values.
 JV3370
 JV3370;                    North         East    Units  Estimated Accuracy
 JV3370;SPC PA S     -    43,000.      611,480.      MT  (+/- 180 meters Scaled)
 JV3370
 JV3370                          SUPERSEDED SURVEY CONTROL
 JV3370
 JV3370  NGVD 29 (??/??/??)  194.778  (m)          639.03   (f) ADJUSTED    2 0
 JV3370
 JV3370.Superseded values are not recommended for survey control.
 JV3370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3370.See file dsdata.txt to determine how the superseded data were derived.
 JV3370
 JV3370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK757000(NAD 83)
 JV3370_MARKER: DR = REFERENCE MARK DISK
 JV3370_SETTING: 80 = SET IN A BOULDER
 JV3370_SP_SET: BOULDER
 JV3370_STAMPING: BNDRY MON NO 97 NO 2 1939
 JV3370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3370+STABILITY: SURFACE MOTION
 JV3370
 JV3370  HISTORY     - Date     Condition        Report By
 JV3370  HISTORY     - 1939     MONUMENTED       CGS
 JV3370  HISTORY     - 1942     GOOD             CGS
 JV3370
 JV3370                          STATION DESCRIPTION
 JV3370
 JV3370'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3370'3.5 MI SW FROM WAYNESBORO.
 JV3370'3.5 MILES SOUTHWEST ALONG PENNSYLVANIA STATE HIGHWAY 316 FROM
 JV3370'THE POST OFFICE AT WAYNESBORO, FRANKLIN COUNTY, THENCE 0.3 MILE
 JV3370'SOUTHWEST ALONG MARYLAND STATE HIGHWAY 60, AND THENCE 0.7 MILE
 JV3370'WEST ALONG A DIRT ROAD, ON A SLIGHT KNOLL ON THE NORTH SIDE OF AN
 JV3370'APPLE ORCHARD OWNED BY MR. JOHN KING, 87 FEET NORTHWEST OF
 JV3370'PENNSYLVANIA-MARYLAND BOUNDARY MONUMENT 97, DESCRIBED ABOVE, 62
 JV3370'FEET NORTH OF A WIRE FENCE, AND IN AN OUTCROPPING BOULDER.  A
 JV3370'STANDARD REFERENCE MARK DISK, STAMPED BNDRY MON NO 97 NO 2 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3371 ***********************************************************************
 JV3371  DESIGNATION -  BOUNDARY MON 97 RM 1
 JV3371  PID         -  JV3371
 JV3371  STATE/COUNTY-  PA/FRANKLIN
 JV3371  USGS QUAD   -  SMITHSBURG (1994)
 JV3371
 JV3371                         *CURRENT SURVEY CONTROL
 JV3371  ___________________________________________________________________
 JV3371* NAD 83(1986)-  39 43 14.     (N)    077 36 58.     (W)     SCALED    
 JV3371* NAVD 88     -       197.462  (meters)     647.84   (feet)  ADJUSTED  
 JV3371  ___________________________________________________________________
 JV3371  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JV3371  DYNAMIC HT  -         197.348 (meters)     647.47  (feet)  COMP
 JV3371  MODELED GRAV-     980,044.1   (mgal)                       NAVD 88
 JV3371
 JV3371  VERT ORDER  -  SECOND    CLASS 0
 JV3371
 JV3371.The horizontal coordinates were scaled from a topographic map and have
 JV3371.an estimated accuracy of +/- 6 seconds.
 JV3371
 JV3371.The orthometric height was determined by differential leveling
 JV3371.and adjusted by the National Geodetic Survey in June 1991..
 JV3371
 JV3371.The geoid height was determined by GEOID03.
 JV3371
 JV3371.The dynamic height is computed by dividing the NAVD 88
 JV3371.geopotential number by the normal gravity value computed on the
 JV3371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3371.degrees latitude (g = 980.6199 gals.).
 JV3371
 JV3371.The modeled gravity was interpolated from observed gravity values.
 JV3371
 JV3371;                    North         East    Units  Estimated Accuracy
 JV3371;SPC PA S     -    43,000.      611,480.      MT  (+/- 180 meters Scaled)
 JV3371
 JV3371                          SUPERSEDED SURVEY CONTROL
 JV3371
 JV3371  NGVD 29 (??/??/??)  197.647  (m)          648.45   (f) ADJUSTED    2 0
 JV3371
 JV3371.Superseded values are not recommended for survey control.
 JV3371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3371.See file dsdata.txt to determine how the superseded data were derived.
 JV3371
 JV3371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK757000(NAD 83)
 JV3371_MARKER: DR = REFERENCE MARK DISK
 JV3371_SETTING: 80 = SET IN A BOULDER
 JV3371_SP_SET: BOULDER
 JV3371_STAMPING: BNDRY MON NO 97 NO 1 1939
 JV3371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3371+STABILITY: SURFACE MOTION
 JV3371
 JV3371  HISTORY     - Date     Condition        Report By
 JV3371  HISTORY     - 1939     MONUMENTED       CGS
 JV3371  HISTORY     - 1942     GOOD             CGS
 JV3371
 JV3371                          STATION DESCRIPTION
 JV3371
 JV3371'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3371'3.5 MI SW FROM WAYNESBORO.
 JV3371'3.5 MILES SOUTHWEST ALONG PENNSYLVANIA STATE HIGHWAY 316 FROM THE
 JV3371'POST OFFICE AT WAYNESBORO, FRANKLIN COUNTY, THENCE 0.3 MILE
 JV3371'SOUTHWEST ALONG MARYLAND STATE HIGHWAY 60, AND THENCE 0.7 MILE WEST
 JV3371'ALONG A DIRT ROAD, ON A SLIGHT KNOLL ON THE NORTH SIDE OF
 JV3371'AN APPLE ORCHARD OWNED BY MR. JOHN KING, 104 FEET NORTHEAST OF
 JV3371'PENNSYLVANIA-MARYLAND BOUNDARY MONUMENT 97, DESCRIBED ABOVE,
 JV3371'43 FEET NORTH OF A STONE FENCE, AND IN AN OUTCROPPING BOULDER.  A
 JV3371'STANDARD REFERENCE-MARK DISK, STAMPED BNDRY MON NO 97 NO 1 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0111 ***********************************************************************
 JW0111  DESIGNATION -  BOUNDARY MON MD PA STATE LINE
 JW0111  PID         -  JW0111
 JW0111  STATE/COUNTY-  PA/FULTON
 JW0111  USGS QUAD   -  HANCOCK (1971)
 JW0111
 JW0111                         *CURRENT SURVEY CONTROL
 JW0111  ___________________________________________________________________
 JW0111* NAD 83(1992)-  39 43 20.87172(N)    078 10 53.69752(W)     ADJUSTED  
 JW0111* NAVD 88     -       167.500  (meters)     549.54   (feet)  ADJUSTED  
 JW0111  ___________________________________________________________________
 JW0111  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 JW0111  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 JW0111  DYNAMIC HT  -         167.404 (meters)     549.22  (feet)  COMP
 JW0111  MODELED GRAV-     980,050.1   (mgal)                       NAVD 88
 JW0111
 JW0111  HORZ ORDER  -  SECOND
 JW0111  VERT ORDER  -  SECOND    CLASS 0
 JW0111
 JW0111.The horizontal coordinates were established by classical geodetic methods
 JW0111.and adjusted by the National Geodetic Survey in June 2002..
 JW0111
 JW0111.The orthometric height was determined by differential leveling
 JW0111.and adjusted by the National Geodetic Survey in June 1991..
 JW0111
 JW0111.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW0111
 JW0111.The geoid height was determined by GEOID03.
 JW0111
 JW0111.The dynamic height is computed by dividing the NAVD 88
 JW0111.geopotential number by the normal gravity value computed on the
 JW0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0111.degrees latitude (g = 980.6199 gals.).
 JW0111
 JW0111.The modeled gravity was interpolated from observed gravity values.
 JW0111
 JW0111;                    North         East     Units Scale Factor Converg.
 JW0111;SPC PA S     -    43,297.807   562,995.402   MT  1.00003966   -0 16 48.0
 JW0111;SPC PA S     -   142,052.89  1,847,094.08   sFT  1.00003966   -0 16 48.0
 JW0111;SPC MD       -   228,870.969   298,689.645   MT  1.00005904   -0 44 29.8
 JW0111;SPC MD       -   750,887.50    979,950.94   sFT  1.00005904   -0 44 29.8
 JW0111;UTM  17      - 4,400,752.905   741,568.453   MT  1.00031850   +1 48 07.3
 JW0111
 JW0111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW0111!SPC PA S     -   0.99997905  x   1.00003966  =   1.00001871
 JW0111!SPC MD       -   0.99997905  x   1.00005904  =   1.00003809
 JW0111!UTM  17      -   0.99997905  x   1.00031850  =   1.00029754
 JW0111
 JW0111                          SUPERSEDED SURVEY CONTROL
 JW0111
 JW0111  NAD 83(1995)-  39 43 20.87238(N)    078 10 53.69689(W) AD(       ) 2
 JW0111  NAD 83(1991)-  39 43 20.87209(N)    078 10 53.69585(W) AD(       ) 2
 JW0111  NAD 83(1986)-  39 43 20.87295(N)    078 10 53.70041(W) AD(       ) 2
 JW0111  NAD 27      -  39 43 20.54370(N)    078 10 54.67440(W) AD(       ) 2
 JW0111  NGVD 29 (??/??/92)  167.697  (m)          550.19   (f) ADJ UNCH    2 0
 JW0111
 JW0111.Superseded values are not recommended for survey control.
 JW0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0111.See file dsdata.txt to determine how the superseded data were derived.
 JW0111
 JW0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE4156800753(NAD 83)
 JW0111_MARKER: DB = BENCH MARK DISK
 JW0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0111+STABILITY: SURFACE MOTION
 JW0111
 JW0111  HISTORY     - Date     Condition        Report By
 JW0111  HISTORY     - 1960     MONUMENTED       PADH
 JW0111  HISTORY     - 1960     GOOD             NGS
 JW0111  HISTORY     - 20040917 POOR             GEOCAC
 JW0111
 JW0111                          STATION DESCRIPTION
 JW0111
 JW0111'DESCRIBED BY PA DEPT OF HIGHWAYS 1960 (JCC)
 JW0111'STATION IS LOCATED 1-1/2 MILES NORTH OF HANCOCK, MARYLAND, 2-1/2
 JW0111'MILES SOUTH OF WARFORDSBURG, PENNSYLVANIA, 16.4 FEET EAST OF THE
 JW0111'CENTER OF U.S. HIGHWAY 522, 10.2 FEET WEST-NORTHWEST OF A POWERLINE
 JW0111'POLE 64 AND 14 FEET WEST OF MASON-DIXON BOUNDRY MONUMENT 131.  IT
 JW0111'IS A 9 X 9 X 9 INCH TRIANGULAR SHAPED CONCRETE MONUMENT THAT TAPERS
 JW0111'TOWARD THE TOP AND IS ABOUT 7 FEET IN HEIGHT.  PENNSYLVANIA STATE
 JW0111'HIGHWAY COMMISSION DEPARTMENT OF HIGHWAYS, PENNSYLVANIA AND MARYLAND
 JW0111'IS INSCRIBED ON THE MONUMENT.  A TRAVERSE CONNECTION WAS MADE TO
 JW0111'TRIANGULATION STATION STATE LINE AND THE DISTANCE IS 63.913
 JW0111'METERS.
 JW0111'
 JW0111'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 522 AND 40, AT
 JW0111'THE WEST EDGE OF HANCOCK, MARYLAND.  GO NORTH ON HIGHWAY 522 FOR
 JW0111'1.55 MILES TO THE MARYLAND-PENNSYLVANIA STATE LINE AND THE STATION ON
 JW0111'THE LEFT, WEST SIDE OF THE HIGHWAY.
 JW0111
 JW0111                          STATION RECOVERY (1960)
 JW0111
 JW0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JW0111'1.3 MI N FROM HANCOCK.
 JW0111'ABOUT 1.3 MILE NORTH ALONG U.S. HIGHWAY 522 FROM THE CITY LIMITS
 JW0111'OF HANCOCK, MARYLAND TO THE MARYLAND-PENNSYLVANIA STATE LINE.
 JW0111'ONE OF TWO MONUMENTS ON THE EAST SIDE OF THE HIGHWAY, A SQUARE
 JW0111'ROCK MONUMENT WHICH IS PROJECTING ABOUT 3 FEET AND COMES TO A
 JW0111'POINT ON THE TOP.  THIS MONUMENT IS NOT TO GOOD FOR LEVELING BUT
 JW0111'WAS LEVELED TO DUE TO A TRAVERSE LINE RAN BY TRIANGULATION, THE
 JW0111'OTHER MONUMENT MENTIONED IS ABOUT 5 FEET WEST OF MONUMENT DESCRIBED
 JW0111'AND ABOUT 8 FEET TALL.
 JW0111
 JW0111                          STATION RECOVERY (2004)
 JW0111
 JW0111'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JW0111'THE TOP 5.5 FEET OF THE CONCRETE MONUMENT HAS BEEN BROKEN OFF AND IT
 JW0111'NOW PROJECTS ABOUT 18 INCHES.  THE TOP IS COVERED WITH A PROTECTIVE,
 JW0111'BROWN MORTAR.  TO REACH FROM THE INTERSECTION OF MD HIGHWAY 144 AND
 JW0111'PENNSYLVANIA AVENUE IN DOWNTOWN HANCOCK, MD, GO NORTH ON PENNSYLVANIA
 JW0111' 
 JW0111'AVENUE FOR 0.50 MILES AND PASS UNDER HIGHWAY I-70.  CONTINUE NORTH FOR
 JW0111'0.05 MILES AND TURN LEFT ON RESLEY STREET.  GO WEST, NORTH AND
 JW0111'NORTHWEST ON RESLEY STREET (ALTERNATIVELY KNOWN AS OLD HIGHWAY 522 OR
 JW0111'BUCK VALLEY ROAD) FOR 0.95 MILES TO THE STATE LINE AND THE MONUMENT ON
 JW0111'THE RIGHT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1680 ***********************************************************************
 LZ1680  DESIGNATION -  BOUNDARY MON NY PA NEAR ELK
 LZ1680  PID         -  LZ1680
 LZ1680  STATE/COUNTY-  PA/TIOGA
 LZ1680  USGS QUAD   -  ELKLAND (1969)
 LZ1680
 LZ1680                         *CURRENT SURVEY CONTROL
 LZ1680  ___________________________________________________________________
 LZ1680* NAD 83(1992)-  41 59 59.03798(N)    077 18 10.72360(W)     ADJUSTED  
 LZ1680* NAVD 88     -       363.     (meters)    1191.     (feet)  SCALED    
 LZ1680  ___________________________________________________________________
 LZ1680  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 LZ1680  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 LZ1680
 LZ1680  HORZ ORDER  -  SECOND
 LZ1680
 LZ1680.The horizontal coordinates were established by classical geodetic methods
 LZ1680.and adjusted by the National Geodetic Survey in June 2002..
 LZ1680
 LZ1680.The orthometric height was scaled from a topographic map.
 LZ1680
 LZ1680.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1680
 LZ1680.The geoid height was determined by GEOID03.
 LZ1680
 LZ1680;                    North         East     Units Scale Factor Converg.
 LZ1680;SPC PA N     -   203,670.969   637,036.352   MT  1.00000845   +0 17 44.6
 LZ1680;SPC PA N     -   668,210.50  2,090,010.10   sFT  1.00000845   +0 17 44.6
 LZ1680;SPC NY C     -   222,314.828   190,380.137   MT  0.99998122   -0 28 53.6
 LZ1680;SPC NY C     -   729,377.90    624,605.50   sFT  0.99998122   -0 28 53.6
 LZ1680;UTM  18      - 4,652,312.201   309,266.515   MT  1.00004766   -1 32 29.2
 LZ1680
 LZ1680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1680!SPC PA N     -   0.99994816  x   1.00000845  =   0.99995661
 LZ1680!SPC NY C     -   0.99994816  x   0.99998122  =   0.99992938
 LZ1680!UTM  18      -   0.99994816  x   1.00004766  =   0.99999582
 LZ1680
 LZ1680                          SUPERSEDED SURVEY CONTROL
 LZ1680
 LZ1680  NAD 83(1996)-  41 59 59.03682(N)    077 18 10.72398(W) AD(       ) 2
 LZ1680  NAD 83(1986)-  41 59 59.03948(N)    077 18 10.72029(W) AD(       ) 2
 LZ1680  NAD 27      -  41 59 58.78470(N)    077 18 11.79507(W) AD(       ) 2
 LZ1680
 LZ1680.Superseded values are not recommended for survey control.
 LZ1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1680.See file dsdata.txt to determine how the superseded data were derived.
 LZ1680
 LZ1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM0926752312(NAD 83)
 LZ1680_MARKER: Z = SEE DESCRIPTION
 LZ1680_SETTING: 0 = UNSPECIFIED SETTING
 LZ1680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1680
 LZ1680  HISTORY     - Date     Condition        Report By
 LZ1680  HISTORY     - 1929     MONUMENTED       CGS
 LZ1680
 LZ1680                          STATION DESCRIPTION
 LZ1680
 LZ1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 LZ1680'STATION IS LOCATED ON THE NEW YORK-PENNSYLVANIA STATE BOUNDARY LINE,
 LZ1680'ABOUT 1 MILE NE OF ELKLAND, ON N BOUNDARY LINE OF NELSON TOWNSHIP,
 LZ1680'TIOGA COUNTY, PENNSYLVANIA.
 LZ1680'
 LZ1680'TO REACH FROM ELKLAND GO E ON MAIN ROAD FROM TRAFFIC CONTROL LIGHT
 LZ1680'ABOUT 3/4 MILE TO FIRST LEFT-HAND ROAD.  TURN LEFT AND GO ABOUT
 LZ1680'3/4 MILE TO A FILLING STATION ON LEFT.  MONUMENT IS ABOUT 30 YARDS S
 LZ1680'OF FILLING STATION ON W SIDE OF ROAD NEAR A TREE AND CONSISTS
 LZ1680'OF A RECTANGULAR-SHAPED PLANTED STONE EXTENDING ABOUT 1 FOOT ABOVE
 LZ1680'GROUND, WITH A CHISELED CROSS MARK IN TOP.
 LZ1680'
 LZ1680'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1834 ***********************************************************************
 LZ1834  DESIGNATION -  BOUNDARY MON NY PA NR REDWATER
 LZ1834  PID         -  LZ1834
 LZ1834  STATE/COUNTY-  PA/POTTER
 LZ1834  USGS QUAD   -  ELLISBURG (1983)
 LZ1834
 LZ1834                         *CURRENT SURVEY CONTROL
 LZ1834  ___________________________________________________________________
 LZ1834* NAD 83(1992)-  41 59 55.18577(N)    077 57 26.07933(W)     ADJUSTED  
 LZ1834* NAVD 88     -       668.     (meters)    2192.     (feet)  SCALED    
 LZ1834  ___________________________________________________________________
 LZ1834  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 LZ1834  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 LZ1834
 LZ1834  HORZ ORDER  -  SECOND
 LZ1834
 LZ1834.The horizontal coordinates were established by classical geodetic methods
 LZ1834.and adjusted by the National Geodetic Survey in June 2002..
 LZ1834
 LZ1834.The orthometric height was scaled from a topographic map.
 LZ1834
 LZ1834.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1834
 LZ1834.The geoid height was determined by GEOID03.
 LZ1834
 LZ1834;                    North         East     Units Scale Factor Converg.
 LZ1834;SPC PA N     -   203,477.078   582,829.170   MT  1.00000826   -0 08 13.6
 LZ1834;SPC PA N     -   667,574.38  1,912,165.37   sFT  1.00000826   -0 08 13.6
 LZ1834;SPC NY W     -   222,135.070   401,869.911   MT  0.99997059   +0 25 08.2
 LZ1834;SPC NY W     -   728,788.14  1,318,468.20   sFT  0.99997059   +0 25 08.2
 LZ1834;UTM  18      - 4,653,859.089   255,071.382   MT  1.00033824   -1 58 47.0
 LZ1834;UTM  17      - 4,654,107.469   752,011.653   MT  1.00038156   +2 02 13.3
 LZ1834
 LZ1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1834!SPC PA N     -   0.99990022  x   1.00000826  =   0.99990848
 LZ1834!SPC NY W     -   0.99990022  x   0.99997059  =   0.99987081
 LZ1834!UTM  18      -   0.99990022  x   1.00033824  =   1.00023843
 LZ1834!UTM  17      -   0.99990022  x   1.00038156  =   1.00028174
 LZ1834
 LZ1834                          SUPERSEDED SURVEY CONTROL
 LZ1834
 LZ1834  NAD 83(1996)-  41 59 55.18577(N)    077 57 26.07943(W) AD(       ) 2
 LZ1834  NAD 83(1986)-  41 59 55.18759(N)    077 57 26.07585(W) AD(       ) 2
 LZ1834  NAD 27      -  41 59 54.94639(N)    077 57 27.07084(W) AD(       ) 2
 LZ1834
 LZ1834.Superseded values are not recommended for survey control.
 LZ1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1834.See file dsdata.txt to determine how the superseded data were derived.
 LZ1834
 LZ1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM5507153859(NAD 83)
 LZ1834_MARKER: Z = SEE DESCRIPTION
 LZ1834_SETTING: 0 = UNSPECIFIED SETTING
 LZ1834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1834
 LZ1834  HISTORY     - Date     Condition        Report By
 LZ1834  HISTORY     - 1967     MONUMENTED       CGS
 LZ1834
 LZ1834                          STATION DESCRIPTION
 LZ1834
 LZ1834'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 LZ1834'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION REDWATER
 LZ1834'1967 TO BOUNDARY MONUMENT NY PA AND THE DISTANCE IS SHOWN ABOVE.
 LZ1834'
 LZ1834'NOTE--THE TRAVERSE WAS MADE WITH A 300 FOOT STEEL TAPE.
 LZ1834'
 LZ1834'THE STATION IS LOCATED ON THE NEW YORK-PENNSYLVANIA STATE LINE ABOUT
 LZ1834'9 MILES SOUTH OF WELLESVILLE, NEW YORK, 5 MILES WEST-NORTHWEST OF
 LZ1834'GENESEE, PENNSYLVANIA AND 5 MILES EAST-SOUTHEAST OF ALMA, NEW YORK.
 LZ1834'
 LZ1834'TO REACH THE STATION FROM THE POST OFFICE IN GENESEE, PENNSYLVANIA,
 LZ1834'GO SOUTH ON STATE HIGHWAY 244 FOR 0.1 MILE TO A CROSSROAD
 LZ1834'(JUNCTION OF STATE HIGHWAYS 244 AND 449).  TURN RIGHT AND GO WEST ON
 LZ1834'STATE HIGHWAY 244 FOR 0.6 MILE TO A SIDE ROAD RIGHT AT A SIGN
 LZ1834'WHICH REACHS ELEVEN MILE 6.  TURN RIGHT AND GO IN A WESTERLY
 LZ1834'DIRECTION ON A PAVED ROAD FOR 1.75 MILES TO A FORK.  BEAR RIGHT
 LZ1834'AND GO NORTHWEST ON A PAVED ROAD FOR 1.2 MILES TO A T-ROAD AT SIGN
 LZ1834'WHICH READS MILLPORT 11 ELEVEN MILE 3 WELLSVILLE 10.  TURN
 LZ1834'LEFT AND GO WEST ON A PAVED ROAD FOR 0.75 MILE TO A FORK.  BEAR RIGHT
 LZ1834'AND GO WEST ON A PAVED ROAD FOR 0.6 MILE TO A SIDE ROAD RIGHT.
 LZ1834'TURN RIGHT, GO NORTH ON A DIRT ROAD FOR 0.55 MILE TO A SIDE ROAD
 LZ1834'LEFT, A SMALL SIGN WHICH READS ALMA TOWN LINE AND THE STATION.
 LZ1834'
 LZ1834'BOUNDARY MONUMENT N.Y.-PA. IS A 6 BY 12 INCH GRANITE POST WITH A
 LZ1834'CROSS ATOP AND HAS NY INSCRIBED ON THE NORTH SIDE AND PA ON THE
 LZ1834'SOUTH SIDE.  THE MONUMENT PROJECTS ABOUT 1 FOOT ABOVE THE GROUND.  IT
 LZ1834'IS 33 FEET NORTHEAST OF THE CENTER OF A T-ROAD, 20 FEET WEST OF THE
 LZ1834'CENTER OF A DIRT ROAD, 20 FEET EAST OF A ROCK FENCE AND 0.3 FOOT
 LZ1834'SOUTH OF THE SIGN WHICH READS ALMA TOWN LINE.
 LZ1834'
 LZ1834'NOTE- THE TRAVERSE WAS MADE WITH A 300 FOOT STEEL TAPE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3166 ***********************************************************************
 KY3166  DESIGNATION -  BOUNDARY MON PA WV
 KY3166  PID         -  KY3166
 KY3166  STATE/COUNTY-  PA/WASHINGTON
 KY3166  USGS QUAD   -  BETHANY (1981)
 KY3166
 KY3166                         *CURRENT SURVEY CONTROL
 KY3166  ___________________________________________________________________
 KY3166* NAD 83(1992)-  40 09 34.73230(N)    080 31 08.74481(W)     ADJUSTED  
 KY3166* NAVD 88     -       372.     (meters)    1220.     (feet)  SCALED    
 KY3166  ___________________________________________________________________
 KY3166  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 KY3166  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KY3166
 KY3166  HORZ ORDER  -  SECOND
 KY3166
 KY3166.The horizontal coordinates were established by classical geodetic methods
 KY3166.and adjusted by the National Geodetic Survey in June 2002..
 KY3166
 KY3166.The orthometric height was scaled from a topographic map.
 KY3166
 KY3166.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3166
 KY3166.The geoid height was determined by GEOID03.
 KY3166
 KY3166;                    North         East     Units Scale Factor Converg.
 KY3166;SPC PA S     -    95,447.690   364,133.022   MT  0.99997233   -1 47 47.7
 KY3166;SPC PA S     -   313,147.96  1,194,659.76   sFT  0.99997233   -1 47 47.7
 KY3166;SPC WV N     -   184,747.437   513,181.732   MT  0.99998406   -0 38 59.8
 KY3166;UTM  17      - 4,445,587.659   540,954.163   MT  0.99962065   +0 18 36.5
 KY3166
 KY3166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3166!SPC PA S     -   0.99994698  x   0.99997233  =   0.99991931
 KY3166!SPC WV N     -   0.99994698  x   0.99998406  =   0.99993104
 KY3166!UTM  17      -   0.99994698  x   0.99962065  =   0.99956765
 KY3166
 KY3166                          SUPERSEDED SURVEY CONTROL
 KY3166
 KY3166  NAD 83(1995)-  40 09 34.73230(N)    080 31 08.74481(W) AD(       ) 2
 KY3166  NAD 83(1986)-  40 09 34.73809(N)    080 31 08.75099(W) AD(       ) 2
 KY3166  NAD 27      -  40 09 34.48500(N)    080 31 09.50300(W) AD(       ) 2
 KY3166
 KY3166.Superseded values are not recommended for survey control.
 KY3166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3166.See file dsdata.txt to determine how the superseded data were derived.
 KY3166
 KY3166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE4095445588(NAD 83)
 KY3166_MARKER: V = STONE MONUMENT
 KY3166_SETTING: 0 = UNSPECIFIED SETTING
 KY3166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3166
 KY3166  HISTORY     - Date     Condition        Report By
 KY3166  HISTORY     - 1933     MONUMENTED       CGS
 KY3166  HISTORY     - 20040522 MARK NOT FOUND   USPSQD
 KY3166
 KY3166                          STATION DESCRIPTION
 KY3166
 KY3166'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KY3166'TO REACH STATION HURTIG , FOLLOW U.S. HIGHWAY 40 TO WEST ALEXANDER, TO
 KY3166'A BRICK PAVED ROAD LEADING NORTH FROM THE EAST END OF THE TOWN
 KY3166'PAST THE SCHOOL, TURN NORTH ON THIS ROAD AND FOLLOW IT 0.8 MILE,
 KY3166'TURN RIGHT AND GO 3.6 MILES TO A DIRT ROAD TO THE LEFT ABOUT
 KY3166'HALF WAY DOWN A LITTLE HILL, THEN TURN LEFT AND GO 100 FEET, TAKE
 KY3166'RIGHT FORK AND FOLLOW THIS ROAD OUT ACROSS THE FIELDS 0.65
 KY3166'MILE TO A WIRE GATE, CONTINUE STRAIGHT AHEAD THROUGH THE GATE
 KY3166'ABOUT 300 YARDS TO THE STATION.  REFER TO JOHN HURTIG, OWNER
 KY3166'OF THE LAND.
 KY3166'
 KY3166'THE MARK IS A STONE POST, 4 FEET HIGH, 14 INCHES
 KY3166'SQUARE AT THE BOTTOM AND 12 INCHES SQUARE AT THE TOP, WITH A CROSS
 KY3166'CUT IN THE CENTER OF THE TOP.
 KY3166'IT MARKS THE BROOKE-OHIO (W.VA.) COUNTY LINE AT THE
 KY3166'PENNSYLVANIA-WEST VIRGINIA BOUNDARY, AND IS 3 FEET WEST OF A
 KY3166'NORTH-SOUTH FENCE LINE
 KY3166'APPARENTLY ALONG THE BOUNDARY.
 KY3166
 KY3166                          STATION RECOVERY (2004)
 KY3166
 KY3166'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 KY3166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1391 ***********************************************************************
 JW1391  DESIGNATION -  BOUNDARY MONUMENT 131 MD PA MASON DIXON
 JW1391  PID         -  JW1391
 JW1391  STATE/COUNTY-  PA/FULTON
 JW1391  USGS QUAD   -  HANCOCK (1971)
 JW1391
 JW1391                         *CURRENT SURVEY CONTROL
 JW1391  ___________________________________________________________________
 JW1391* NAD 83(1992)-  39 43 20.87191(N)    078 10 53.52383(W)     ADJUSTED  
 JW1391* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 JW1391  ___________________________________________________________________
 JW1391  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 JW1391  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JW1391
 JW1391  HORZ ORDER  -  SECOND
 JW1391
 JW1391.The horizontal coordinates were established by classical geodetic methods
 JW1391.and adjusted by the National Geodetic Survey in June 2002..
 JW1391
 JW1391.The orthometric height was scaled from a topographic map.
 JW1391
 JW1391.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1391
 JW1391.The geoid height was determined by GEOID03.
 JW1391
 JW1391;                    North         East     Units Scale Factor Converg.
 JW1391;SPC PA S     -    43,297.792   562,999.539   MT  1.00003966   -0 16 47.9
 JW1391;SPC PA S     -   142,052.84  1,847,107.65   sFT  1.00003966   -0 16 47.9
 JW1391;SPC MD       -   228,870.922   298,693.781   MT  1.00005904   -0 44 29.7
 JW1391;SPC MD       -   750,887.35    979,964.51   sFT  1.00005904   -0 44 29.7
 JW1391;UTM  17      - 4,400,753.041   741,572.589   MT  1.00031852   +1 48 07.4
 JW1391
 JW1391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1391!SPC PA S     -   0.99997900  x   1.00003966  =   1.00001866
 JW1391!SPC MD       -   0.99997900  x   1.00005904  =   1.00003804
 JW1391!UTM  17      -   0.99997900  x   1.00031852  =   1.00029752
 JW1391
 JW1391                          SUPERSEDED SURVEY CONTROL
 JW1391
 JW1391  NAD 83(1995)-  39 43 20.87256(N)    078 10 53.52320(W) AD(       ) 2
 JW1391  NAD 83(1991)-  39 43 20.87227(N)    078 10 53.52216(W) AD(       ) 2
 JW1391  NAD 83(1986)-  39 43 20.87313(N)    078 10 53.52671(W) AD(       ) 2
 JW1391  NAD 27      -  39 43 20.54390(N)    078 10 54.50070(W) AD(       ) 2
 JW1391
 JW1391.Superseded values are not recommended for survey control.
 JW1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1391.See file dsdata.txt to determine how the superseded data were derived.
 JW1391
 JW1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE4157300753(NAD 83)
 JW1391_MARKER: U = CONCRETE POST
 JW1391_SETTING: 0 = UNSPECIFIED SETTING
 JW1391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW1391_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW1391+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 JW1391
 JW1391  HISTORY     - Date     Condition        Report By
 JW1391  HISTORY     - 1960     MONUMENTED       LOCSUR
 JW1391  HISTORY     - 20040917 GOOD             GEOCAC
 JW1391
 JW1391                          STATION DESCRIPTION
 JW1391
 JW1391'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1960 (JCC)
 JW1391'STATION IS LOCATED 1-1/2 MILES NORTH OF HANCOCK, MARYLAND, 2-1/2
 JW1391'MILES SOUTH OF WARFORDSBURG, PENNSYLVANIA, 29.2 FEET EAST OF THE
 JW1391'CENTER OF U.S. HIGHWAY 522, 14 FEET EAST OF A PENNSYLVANIA-MARYLAND
 JW1391'STATE BOUNDRY MONUMENT AND 2.4 FEET EAST OF A TELEPHONE LINE POLE.
 JW1391'IT IS A 9 X 12 INCH GRANITE MONUMENT THAT IS 1.3 FEET IN HEIGHT AND
 JW1391'HAS THE LETTERS P AND M INSCRIBED ON THE NORTH AND SOUTH SIDES OF
 JW1391'THE MONUMENT.  A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 JW1391'STATION STATE LINE AND THE DISTANCE IS 68.027 METERS.
 JW1391'
 JW1391'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 522 AND 40, AT
 JW1391'THE WEST EDGE OF HANCOCK, MARYLAND.  GO NORTH ON HIGHWAY 522 FOR
 JW1391'1.55 MILES TO THE MARYLAND-PENNSYLVANIA STATE LINE AND THE STATION ON
 JW1391'THE LEFT, WEST SIDE OF THE HIGHWAY.
 JW1391
 JW1391                          STATION RECOVERY (2004)
 JW1391
 JW1391'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JW1391'THE STATION IS AN 11.5-INCH BY 11.5-INCH LIMESTONE SHAFT THAT PROJECTS
 JW1391'15 INCHES.  OTHERWISE, THE 1960 DESCRIPTION REMAINS VALID.  TO REACH
 JW1391'FROM THE INTERSECTION OF MD HIGHWAY 144 AND PENNSYLVANIA AVENUE IN
 JW1391'DOWNTOWN HANCOCK, MD, GO NORTH ON PENNSYLVANIA AVENUE FOR
 JW1391'0.50 MILES AND PASS UNDER HIGHWAY I-70.  CONTINUE NORTH FOR 0.05 MILES
 JW1391'AND TURN LEFT ON RESLEY STREET.  GO WEST, NORTH AND NORTHWEST ON
 JW1391'RESLEY STREET (ALTERNATIVELY KNOWN AS OLD HIGHWAY 522 OR BUCK VALLEY
 JW1391'ROAD) FOR 0.95 MILES TO THE STATE LINE AND THE MONUMENT ON THE RIGHT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1975 ***********************************************************************
 MB1975  DESIGNATION -  BOUNDARY MP M 41+1777 OH PA RESET
 MB1975  PID         -  MB1975
 MB1975  STATE/COUNTY-  PA/MERCER
 MB1975  USGS QUAD   -  ORANGEVILLE (1994)
 MB1975
 MB1975                         *CURRENT SURVEY CONTROL
 MB1975  ___________________________________________________________________
 MB1975* NAD 83(1992)-  41 22 19.43263(N)    080 31 08.96221(W)     ADJUSTED  
 MB1975* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 MB1975  ___________________________________________________________________
 MB1975  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 MB1975  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 MB1975
 MB1975  HORZ ORDER  -  THIRD
 MB1975
 MB1975.The horizontal coordinates were established by classical geodetic methods
 MB1975.and adjusted by the National Geodetic Survey in June 2002..
 MB1975
 MB1975.The orthometric height was scaled from a topographic map.
 MB1975
 MB1975.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1975
 MB1975.The geoid height was determined by GEOID03.
 MB1975
 MB1975;                    North         East     Units Scale Factor Converg.
 MB1975;SPC PA N     -   137,567.019   368,381.001   MT  0.99995715   -1 49 54.9
 MB1975;SPC PA N     -   451,334.46  1,208,596.67   sFT  0.99995715   -1 49 54.9
 MB1975;SPC OH N     -   191,261.047   765,695.959   MT  0.99995322   +1 18 04.7
 MB1975;UTM  17      - 4,580,172.628   540,211.501   MT  0.99961990   +0 19 04.1
 MB1975
 MB1975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1975!SPC PA N     -   0.99994556  x   0.99995715  =   0.99990271
 MB1975!SPC OH N     -   0.99994556  x   0.99995322  =   0.99989878
 MB1975!UTM  17      -   0.99994556  x   0.99961990  =   0.99956548
 MB1975
 MB1975|---------------------------------------------------------------------|
 MB1975| PID    Reference Object                     Distance      Geod. Az  |
 MB1975|                                                           dddmmss.s |
 MB1975| CX4090 BOUNDARY MP M 41+1777 RM 1          109.070 METERS 00214     |
 MB1975| CX4091 BOUNDARY MP M 41+1777 RM 2           86.390 METERS 09133     |
 MB1975| MB1963 PROSPECT                            APPROX. 5.5 KM 1293110.7 |
 MB1975|---------------------------------------------------------------------|
 MB1975
 MB1975                          SUPERSEDED SURVEY CONTROL
 MB1975
 MB1975  NAD 83(1995)-  41 22 19.43252(N)    080 31 08.96243(W) AD(       ) 3
 MB1975  NAD 83(1986)-  41 22 19.43727(N)    080 31 08.96205(W) AD(       ) 3
 MB1975  NAD 27      -  41 22 19.23800(N)    080 31 09.70500(W) AD(       ) 3
 MB1975
 MB1975.Superseded values are not recommended for survey control.
 MB1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1975.See file dsdata.txt to determine how the superseded data were derived.
 MB1975
 MB1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF4021280173(NAD 83)
 MB1975_MARKER: DS = TRIANGULATION STATION DISK
 MB1975_SETTING: 0 = UNSPECIFIED SETTING
 MB1975_MARK LOGO: PAGS  
 MB1975
 MB1975  HISTORY     - Date     Condition        Report By
 MB1975  HISTORY     - 1938     MONUMENTED       PAGS
 MB1975
 MB1975                          STATION DESCRIPTION
 MB1975
 MB1975'DESCRIBED BY PENNSYLVANIA GEODETIC SURVEY 1938
 MB1975'THE STANDARD DISK WAS ORIGINALLY SET IN TOP OF INDEX STONE WHICH
 MB1975'HAD PREVIOUSLY
 MB1975'BEEN MOVED AND SUNK, SO THAT ITS TOP WAS 0.4 FOOT
 MB1975'BELOW THE SURFACE OF ROADWAY.  AT
 MB1975'THIS DATE THE ERROR WAS DISCOVERED
 MB1975'AND THE CROSS DENOTING THE TRUE LINE AND POINT AS
 MB1975'DESIGNATED
 MB1975'BY A CROSS ON THE SUB-MARK OR MONUMENT WAS RECOVERED AND
 MB1975'TIED IN.
 MB1975'
 MB1975'ORIGINAL DESCRIPTION AS PER BOOK ENTITLED ORIGINAL BOUNDARY
 MB1975'BETWEEN OHIO AND
 MB1975'PENNSYLVANIA IS AS FOLLOWS, QUOTE- BOUNDARY
 MB1975'MONUMENT ON SUMMIT OF TRAUTMAN HILL
 MB1975'INDEX STANDS ON MONUMENT AND
 MB1975'IS MARKED ON N SIDE WITH INITIALS OF THE BOUNDARY
 MB1975'COMMISSIONER,
 MB1975'MARKS ON OTHER SIDE AS USUAL.
 MB1975'
 MB1975'IT IS SUGGESTED THAT ALL ORIGINAL RECORDS BE CHANGED TO CONFORM
 MB1975'WITH THE NEW DATA,
 MB1975'AND THAT THE ORIGINAL STATION DESIGNATION
 MB1975'BE CHANGED TO M 41 AND 1777 (ECC.) AS
 MB1975'NOW STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1977 ***********************************************************************
 MB1977  DESIGNATION -  BOUNDARY MP M 47+2717.4 ECC
 MB1977  PID         -  MB1977
 MB1977  STATE/COUNTY-  PA/MERCER
 MB1977  USGS QUAD   -  ORANGEVILLE (1994)
 MB1977
 MB1977                         *CURRENT SURVEY CONTROL
 MB1977  ___________________________________________________________________
 MB1977* NAD 83(1992)-  41 16 57.14831(N)    080 31 08.49504(W)     ADJUSTED  
 MB1977* NAVD 88     -       344.     (meters)    1129.     (feet)  SCALED    
 MB1977  ___________________________________________________________________
 MB1977  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 MB1977  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 MB1977
 MB1977  HORZ ORDER  -  SECOND
 MB1977
 MB1977.The horizontal coordinates were established by classical geodetic methods
 MB1977.and adjusted by the National Geodetic Survey in June 2002..
 MB1977
 MB1977.The orthometric height was scaled from a topographic map.
 MB1977
 MB1977.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1977
 MB1977.The geoid height was determined by GEOID03.
 MB1977
 MB1977;                    North         East     Units Scale Factor Converg.
 MB1977;SPC PA N     -   127,629.676   368,074.044   MT  0.99995960   -1 49 54.6
 MB1977;SPC PA N     -   418,731.70  1,207,589.59   sFT  0.99995960   -1 49 54.6
 MB1977;SPC OH N     -   181,321.868   765,932.613   MT  0.99994615   +1 18 05.0
 MB1977;UTM  17      - 4,570,234.127   540,277.449   MT  0.99961996   +0 19 02.4
 MB1977
 MB1977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1977!SPC PA N     -   0.99995137  x   0.99995960  =   0.99991097
 MB1977!SPC OH N     -   0.99995137  x   0.99994615  =   0.99989752
 MB1977!UTM  17      -   0.99995137  x   0.99961996  =   0.99957135
 MB1977
 MB1977|---------------------------------------------------------------------|
 MB1977| PID    Reference Object                     Distance      Geod. Az  |
 MB1977|                                                           dddmmss.s |
 MB1977| CX4092 BOUNDARY MP M 47+2717.4 ECC RM 1     32.461 METERS 00039     |
 MB1977| MB1976 BOUNDARY MP M 47+2717.4 OH PA         7.530 METERS 26933     |
 MB1977| CX4093 BOUNDARY MP M 47+2717.4 ECC RM 2     72.488 METERS 28007     |
 MB1977| MB1975 BOUNDARY MP M 41+1777 OH PA RESET   APPROX. 9.9 KM 3595614.8 |
 MB1977|---------------------------------------------------------------------|
 MB1977
 MB1977                          SUPERSEDED SURVEY CONTROL
 MB1977
 MB1977  NAD 83(1995)-  41 16 57.14844(N)    080 31 08.49527(W) AD(       ) 2
 MB1977  NAD 83(1986)-  41 16 57.15336(N)    080 31 08.49662(W) AD(       ) 2
 MB1977  NAD 27      -  41 16 56.95600(N)    080 31 09.24000(W) AD(       ) 2
 MB1977
 MB1977.Superseded values are not recommended for survey control.
 MB1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1977.See file dsdata.txt to determine how the superseded data were derived.
 MB1977
 MB1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF4027770234(NAD 83)
 MB1977_MARKER: DD = SURVEY DISK
 MB1977_SETTING: 0 = UNSPECIFIED SETTING
 MB1977_MARK LOGO: PAGS  
 MB1977
 MB1977  HISTORY     - Date     Condition        Report By
 MB1977  HISTORY     - 1937     MONUMENTED       PAGS
 MB1977  HISTORY     - 1960     GOOD             CGS
 MB1977  HISTORY     - 19930823 MARK NOT FOUND   OHDT
 MB1977
 MB1977                          STATION DESCRIPTION
 MB1977
 MB1977'DESCRIBED BY PENNSYLVANIA GEODETIC SURVEY 1937
 MB1977'LOCATED ALONG STATE LINE ROAD 0.35 MILE N OF INTERSECTION WITH
 MB1977'ROUTE 43103 W OF
 MB1977'SHARPSVILLE.  STATION IS ACROSS ROAD FROM J.
 MB1977'WACKLASKIS PROPERTY.
 MB1977'
 MB1977'STATION MARK IS A PA. COORDINATE SYSTEM STANDARD BRONZE
 MB1977'DISK SET IN THE
 MB1977'INDEX STONE FOR STATE LINE MILEPOST M 47 PLUS 2717.4,
 MB1977'THE LATTER BEING IN ROADWAY, 2
 MB1977'FEET BELOW SURFACE.  IT IS A
 MB1977'SANDSTONE CUBE 15 INCHES ON A SIDE WITH CROSS
 MB1977'CHISELED ON TOP.
 MB1977'
 MB1977'REFERENCE MARKS NO. 1 AND NO. 2 ARE PA. COORDINATE SYSTEM
 MB1977'STANDARD BRONZE
 MB1977'DISKS SET IN BOULDERS.  REFERENCE MARK NO. 1 IS
 MB1977'N OF STATION NEAR BARN BY FENCE.
 MB1977'REFERENCE MARK NO. 2 IS NW OF
 MB1977'STATION IN FENCE LINE.
 MB1977'
 MB1977'AZIMUTH MARK IS STATION WATER AT SHARON RESERVOIR.
 MB1977'
 MB1977'HEIGHT OF LIGHT ABOVE STATION MARK - 22.5 METERS.
 MB1977
 MB1977                          STATION RECOVERY (1960)
 MB1977
 MB1977'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 MB1977'THE STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 MB1977'CONDITION.  REFERENCE MARKS NO. 1 AND 2 WERE NOT RECOVERED AND BOTH
 MB1977'BELIEVED TO BE DESTROYED.  THE APPROXIMATE ANGLE WAS TURNED FROM
 MB1977'STATION M 47 PLUS 2717.4 AND IT PLACES THE POSITION OF R.M. 1 IN
 MB1977'A CULTIVATED FIELD.  REFERENCE MARK NO. 2 WAS IN MR. WACLASKIS
 MB1977'BARNYARD, BUT THE FENCE HAS BEEN MOVED AND A NEW BARN WAS BUILT.
 MB1977'THE MARK WAS APPARENTLY DESTROYED WHEN THE AREA WAS GRADED OFF FOR
 MB1977'THE NEW BARN SITE.
 MB1977
 MB1977                          STATION RECOVERY (1993)
 MB1977
 MB1977'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (SJ)
 MB1977'---------REPORT BY ODOT-------YEAR 1993---------CONDITION UNKNOWN
 MB1977' 
 MB1977'INCOMPLETE DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0982 ***********************************************************************
 MB0982  DESIGNATION -  BOUNDARY MP M 55 OH PA
 MB0982  PID         -  MB0982
 MB0982  STATE/COUNTY-  PA/MERCER
 MB0982  USGS QUAD   -  SHARON WEST (1994)
 MB0982
 MB0982                         *CURRENT SURVEY CONTROL
 MB0982  ___________________________________________________________________
 MB0982* NAD 83(1992)-  41 10 26.64525(N)    080 31 08.62360(W)     ADJUSTED  
 MB0982* NAVD 88     -       314.937  (meters)    1033.26   (feet)  ADJUSTED  
 MB0982  ___________________________________________________________________
 MB0982  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 MB0982  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 MB0982  DYNAMIC HT  -         314.795 (meters)    1032.79  (feet)  COMP
 MB0982  MODELED GRAV-     980,164.5   (mgal)                       NAVD 88
 MB0982
 MB0982  HORZ ORDER  -  SECOND
 MB0982  VERT ORDER  -  SECOND    CLASS 0
 MB0982
 MB0982.The horizontal coordinates were established by classical geodetic methods
 MB0982.and adjusted by the National Geodetic Survey in June 2002..
 MB0982
 MB0982.The orthometric height was determined by differential leveling
 MB0982.and adjusted by the National Geodetic Survey in June 1991..
 MB0982
 MB0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB0982
 MB0982.The geoid height was determined by GEOID03.
 MB0982
 MB0982.The dynamic height is computed by dividing the NAVD 88
 MB0982.geopotential number by the normal gravity value computed on the
 MB0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0982.degrees latitude (g = 980.6199 gals.).
 MB0982
 MB0982.The modeled gravity was interpolated from observed gravity values.
 MB0982
 MB0982;                    North         East     Units Scale Factor Converg.
 MB0982;SPC PA N     -   115,589.544   367,685.976   MT  0.99996581   -1 49 54.6
 MB0982;SPC PA N     -   379,230.03  1,206,316.41   sFT  0.99996581   -1 49 54.6
 MB0982;SPC PA S     -   208,038.750   367,667.419   MT  1.00003919   -1 47 47.6
 MB0982;SPC PA S     -   682,540.47  1,206,255.52   sFT  1.00003919   -1 47 47.6
 MB0982;SPC OH N     -   169,278.754   766,203.207   MT  0.99994086   +1 18 05.0
 MB0982;UTM  17      - 4,558,192.035   540,341.078   MT  0.99962003   +0 18 59.9
 MB0982
 MB0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB0982!SPC PA N     -   0.99995592  x   0.99996581  =   0.99992173
 MB0982!SPC PA S     -   0.99995592  x   1.00003919  =   0.99999511
 MB0982!SPC OH N     -   0.99995592  x   0.99994086  =   0.99989678
 MB0982!UTM  17      -   0.99995592  x   0.99962003  =   0.99957596
 MB0982
 MB0982:                Primary Azimuth Mark                     Grid Az
 MB0982:SPC PA N     -  SAKELY                                   003 36 03.7
 MB0982:SPC PA S     -  SAKELY                                   003 33 56.7
 MB0982:SPC OH N     -  SAKELY                                   000 28 04.1
 MB0982:UTM  17      -  SAKELY                                   001 27 09.2
 MB0982
 MB0982|---------------------------------------------------------------------|
 MB0982| PID    Reference Object                     Distance      Geod. Az  |
 MB0982|                                                           dddmmss.s |
 MB0982| MB0981 SAKELY                              APPROX. 0.5 KM 0014609.1 |
 MB0982| CX4087 BOUNDARY MP M 55 AZ MK                             0970348.0 |
 MB0982| CX4088 BOUNDARY MP M 55 RM 1                83.561 METERS 16707     |
 MB0982| CX4089 BOUNDARY MP M 55 RM 2                99.475 METERS 21053     |
 MB0982| MB1984 WATER                               APPROX. 7.7 KM 3554102.4 |
 MB0982|---------------------------------------------------------------------|
 MB0982
 MB0982                          SUPERSEDED SURVEY CONTROL
 MB0982
 MB0982  NAD 83(1995)-  41 10 26.64570(N)    080 31 08.62330(W) AD(       ) 2
 MB0982  NAD 83(1986)-  41 10 26.65077(N)    080 31 08.62641(W) AD(       ) 2
 MB0982  NAD 27      -  41 10 26.44700(N)    080 31 09.37700(W) AD(       ) 2
 MB0982  NGVD 29 (??/??/92)  315.106  (m)         1033.81   (f) ADJ UNCH    2 0
 MB0982
 MB0982.Superseded values are not recommended for survey control.
 MB0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0982.See file dsdata.txt to determine how the superseded data were derived.
 MB0982
 MB0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF4034158192(NAD 83)
 MB0982_MARKER: DB = BENCH MARK DISK
 MB0982_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0982_SP_SET: POST IN FENCE LINE
 MB0982_STAMPING: M 55
 MB0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0982
 MB0982  HISTORY     - Date     Condition        Report By
 MB0982  HISTORY     - 1937     MONUMENTED       PAGS
 MB0982  HISTORY     - 1958     GOOD             CGS
 MB0982  HISTORY     - 1958     GOOD             NGS
 MB0982  HISTORY     - 20001204 MARK NOT FOUND   PADT
 MB0982
 MB0982                          STATION DESCRIPTION
 MB0982
 MB0982'DESCRIBED BY PENNSYLVANIA GEODETIC SURVEY 1937
 MB0982'LOCATED ALONG STATE
 MB0982'ROUTE 932, 0.3
 MB0982'MILE N OF INTERSECTION WITH STATE ROUTE 318, 3.4
 MB0982'MILES W OF WEST MIDDLESEX.
 MB0982'STATION M-55 (55 MILE MONUMENT OF THE
 MB0982'OHIO-PENNSYLVANIA STATE LINE) IS IN THE W
 MB0982'DITCH OF ROADWAY.  STATION
 MB0982'IS 12 FEET W OF CENTER LINE OF ROADWAY.
 MB0982'
 MB0982'REFERENCE MARKS NO. 1 AND NO. 2 AND AZIMUTH MARK ARE PA.
 MB0982'COORDINATE SYSTEM
 MB0982'STANDARD BRONZE DISKS SET IN BOULDERS.  REFERENCE
 MB0982'MARK NO. 1 IS SE OF STATION ALONG
 MB0982'ROAD ON LEFT SIDE OF FENCE
 MB0982'LINE.  REFERENCE MARK NO. 2 IS SW OF STATION IN
 MB0982'PASTURE.  AZIMUTH
 MB0982'MARK IS SE OF STATION.  TO REACH FOLLOW STATE LINE ROAD TO FIRST
 MB0982'FARM ON LEFT,
 MB0982'THENCE LEFT THROUGH FARM ALONG FENCE ABOUT 0.3 MILE
 MB0982'TO MARK WHICH IS ABOUT 30 FEET N
 MB0982'OF FENCE LINE, OUT IN PASTURE.
 MB0982'
 MB0982'EXCERPT FROM BOOK ENTITLED ORIGINAL BOUNDARY LINE BETWEEN
 MB0982'PENNSYLVANIA AND
 MB0982'OHIO EACH MONUMENT, EXCEPT THE TWO EXTREME OR
 MB0982'TERMINAL ONES, SHALL CONSIST OF TWO
 MB0982'SOLID SANDSTONES, THE ONE,
 MB0982'A CUBE 15 INCHES ON A SIDE, CALLED IN THIS REPORT THE
 MB0982'MONUMENT,
 MB0982'THE OTHER CALLED THE INDEX, ONE FOOT SQUARE AND THREE FEET LONG.
 MB0982'THE MONUMENT
 MB0982'(CUBE) TO BE PLACED INVARIABLY ON THE LINE AND SUNK
 MB0982'UNTIL ITS UPPER SURFACE SHALL
 MB0982'BE ABOUT TWO FEET BELOW THE SURFACE
 MB0982'OF THE GROUND.  INDEX AND MONUMENT RECOVERED.  A
 MB0982'PA. COORDINATE
 MB0982'SYSTEM STANDARD BRONZE DISK WAS SET ON TOP OF INDEX STONE, WHICH
 MB0982'WAS PLUMBED
 MB0982'EXACTLY OVER THE CROSS IN THE UNDERGROUND OR MONUMENT
 MB0982'AS DESCRIBED ABOVE.
 MB0982'
 MB0982'HEIGHT OF LIGHT ABOVE STATION MARK - 22.5 METERS.
 MB0982
 MB0982                          STATION RECOVERY (1958)
 MB0982
 MB0982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JEG)
 MB0982'THE STATION AND REFERENCE MARKS NUMBERED 1 AND 2 WERE RECOVERED,
 MB0982'AS DESCRIBED, IN
 MB0982'GOOD CONDITION.  THE AZIMUTH MARK COULD NOT BE RECOVERED.
 MB0982'THE PASTURE, IN WHICH THE AZIMUTH
 MB0982'MARK WAS LOCATED, IS NOW UNDER CULTIVATION
 MB0982'AND THE MARK IS PRESUMED TO BE DESTROYED.  THE
 MB0982'DISTANCE TO REFERENCE
 MB0982'MARK NUMBER 1 DID NOT CHECK AND THE ANGLE BETWEEN THEM FAILED TO
 MB0982'CHECK CLOSER THAN
 MB0982'10 MINUTES.  A NEW DESCRIPTION FOLLOWS.
 MB0982'
 MB0982'THE STATION IS LOCATED ABOUT 3.5 MILES WEST OF THE VILLAGE OF WEST
 MB0982'MIDDLESEX ON THE
 MB0982'PENNSYLVANIA-OHIO STATE LINE.  IT LIES ABOUT 300 FEET
 MB0982'NORTH OF A CONCRETE BLOCK HOUSE,
 MB0982'178 FEET NORTH OF A DRIVEWAY, 40 FEET
 MB0982'SOUTHWEST OF TELEPHONE POLE NUMBER 196, 13 FEET
 MB0982'WEST OF THE CENTER OF
 MB0982'STATE ROUTE NUMBER 932 AND 6 FEET EAST OF A WIRE FENCE.
 MB0982'
 MB0982'TO REACH FROM WEST MIDDLESEX, GO WEST, ON STATE HIGHWAY NUMBER
 MB0982'318 FOR 0.2 MILE,
 MB0982'CROSS OVER THE BRIDGE WHICH SPANS THE CREEK AND CONTINUE
 MB0982'WESTERLY FOR 3 MILES, TURN RIGHT
 MB0982'ONTO A GRADED ROAD AND GO NORTH
 MB0982'FOR 0.25 MILE TO THE STATION ON THE LEFT HAND SIDE
 MB0982'OF THE ROAD.
 MB0982'
 MB0982'THE STATION IS A STANDARD PENNSYLVANIA COORDINATE SYSTEM
 MB0982'TRIANGULATION DISK,
 MB0982'STAMPED MERCER COUNTY 1937, SET INTO A DRILL HOLE IN THE
 MB0982'TOP OF A 15 BY 15 INCH
 MB0982'SANDSTONE POST WHICH PROJECTS 15 INCHES.
 MB0982'
 MB0982'REFERENCE MARK NUMBER 1 IS A STANDARD PENNSYLVANIA COORDINATE
 MB0982'SYSTEM REFERENCE
 MB0982'DISK, STAMPED MERCER COUNTY RM 1 1937, SET IN THE TOP
 MB0982'OF A SQUARE CONCRETE POST WHICH IS
 MB0982'FLUSH WITH THE SURFACE OF THE SOIL.
 MB0982'IT IS LOCATED ABOUT 200 FEET EAST OF A CONCRETE BLOCK
 MB0982'HOUSE, 107 FEET
 MB0982'SOUTHEAST OF THE CENTER OF A DRIVEWAY, 115 FEET SOUTH OF TELEPHONE
 MB0982'POLE NUMBER 197-0,
 MB0982'31 FEET EAST OF THE CENTER OF A GRADED ROAD AND 1 FOOT
 MB0982'EAST OF A WIRE FENCE.
 MB0982'
 MB0982'REFERENCE MARK NUMBER 2 IS A STANDARD PENNSYLVANIA COORDINATE
 MB0982'SYSTEM REFERENCE
 MB0982'DISK, STAMPED MERCER COUNTY 1937, SET INTO A DRILL
 MB0982'HOLE IN A LARGE SANDSTONE BOULDER
 MB0982'WHICH PROJECTS 4 FEET ON ITS NORTH
 MB0982'SIDE AND IS FLUSH WITH THE SURFACE OF THE GROUND ON
 MB0982'THE SOUTH.  IT IS
 MB0982'LOCATED 58 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK
 MB0982'HOUSE AND ABOUT 10
 MB0982'FEET HIGHER THAN THE STATION.
 MB0982
 MB0982                          STATION RECOVERY (1958)
 MB0982
 MB0982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 MB0982'3.5 MI W FROM WEST MIDDLESEX.
 MB0982'ABOUT 3 1/2 MILES WEST ON STATE HY. 318 TO THE OHIO-PENNSYLVANIA
 MB0982'STATE LINE AND THEN NORTH ON STATE HY. 932 FOR 0.25 MILE.  LOCATED
 MB0982'300 FEET NORTH OF A CONCRETE BLOCK HOUSE, 178 FEET NORTH OF A
 MB0982'DRIVEWAY, 40 FEET SOUTHWEST OF TELEPHONE POLE NUMBER 196, 13 FEET
 MB0982'WEST OF THE CENTER OF STATE ROUTE 932, 6 FEET EAST OF A WIRE
 MB0982'FENCE LINE.  THIS BM IS CLOSE TO EDGE OF ROAD AND ABOVE THE
 MB0982'GROUND OVER 2 FEET.
 MB0982
 MB0982                          STATION RECOVERY (2000)
 MB0982
 MB0982'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (JAW)
 MB0982'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1316 ***********************************************************************
 KW1316  DESIGNATION -  BOWER
 KW1316  PID         -  KW1316
 KW1316  STATE/COUNTY-  PA/DAUPHIN
 KW1316  USGS QUAD   -  HERSHEY (1990)
 KW1316
 KW1316                         *CURRENT SURVEY CONTROL
 KW1316  ___________________________________________________________________
 KW1316* NAD 83(1992)-  40 21 58.08524(N)    076 44 58.30826(W)     ADJUSTED  
 KW1316* NAVD 88     -       164.090  (meters)     538.35   (feet)  ADJUSTED  
 KW1316  ___________________________________________________________________
 KW1316  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 KW1316  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 KW1316  DYNAMIC HT  -         164.007 (meters)     538.08  (feet)  COMP
 KW1316  MODELED GRAV-     980,113.5   (mgal)                       NAVD 88
 KW1316
 KW1316  HORZ ORDER  -  SECOND
 KW1316  VERT ORDER  -  SECOND    CLASS 0
 KW1316
 KW1316.The horizontal coordinates were established by classical geodetic methods
 KW1316.and adjusted by the National Geodetic Survey in June 2002..
 KW1316
 KW1316.The orthometric height was determined by differential leveling
 KW1316.and adjusted by the National Geodetic Survey in June 1991..
 KW1316
 KW1316.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW1316
 KW1316.The geoid height was determined by GEOID03.
 KW1316
 KW1316.The dynamic height is computed by dividing the NAVD 88
 KW1316.geopotential number by the normal gravity value computed on the
 KW1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1316.degrees latitude (g = 980.6199 gals.).
 KW1316
 KW1316.The modeled gravity was interpolated from observed gravity values.
 KW1316
 KW1316;                    North         East     Units Scale Factor Converg.
 KW1316;SPC PA S     -   115,158.225   684,970.772   MT  0.99996058   +0 38 56.8
 KW1316;SPC PA S     -   377,814.94  2,247,274.94   sFT  0.99996058   +0 38 56.8
 KW1316;UTM  18      - 4,469,864.971   351,457.542   MT  0.99987161   -1 07 60.0
 KW1316
 KW1316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW1316!SPC PA S     -   0.99997964  x   0.99996058  =   0.99994022
 KW1316!UTM  18      -   0.99997964  x   0.99987161  =   0.99985125
 KW1316
 KW1316|---------------------------------------------------------------------|
 KW1316| PID    Reference Object                     Distance      Geod. Az  |
 KW1316|                                                           dddmmss.s |
 KW1316| KW1318 BOWER RM 1                            8.670 METERS 01043     |
 KW1316| KW1317 BOWER RM 2                            7.756 METERS 13443     |
 KW1316| KW1311 CLAY                                APPROX. 3.6 KM 2234442.8 |
 KW1316| KW3113 ROCKVILLE TV STATION WHP MAST       APPROX.10.4 KM 2571144.5 |
 KW1316|---------------------------------------------------------------------|
 KW1316
 KW1316                          SUPERSEDED SURVEY CONTROL
 KW1316
 KW1316  NAD 83(1986)-  40 21 58.07832(N)    076 44 58.30976(W) AD(       ) 2
 KW1316  NAD 27      -  40 21 57.76710(N)    076 44 59.41050(W) AD(       ) 2
 KW1316  NGVD 29 (??/??/??)  164.300  (m)          539.04   (f) ADJUSTED    2 0
 KW1316
 KW1316.Superseded values are not recommended for survey control.
 KW1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1316.See file dsdata.txt to determine how the superseded data were derived.
 KW1316
 KW1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK5145869865(NAD 83)
 KW1316_MARKER: DS = TRIANGULATION STATION DISK
 KW1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1316_STAMPING: BOWER 1960
 KW1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1316+STABILITY: SURFACE MOTION
 KW1316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1316+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2004
 KW1316
 KW1316  HISTORY     - Date     Condition        Report By
 KW1316  HISTORY     - 1960     MONUMENTED       CGS
 KW1316  HISTORY     - 1960     GOOD             CGS
 KW1316  HISTORY     - 1977     GOOD             NGS
 KW1316  HISTORY     - 19950618 GOOD             USPSQD
 KW1316  HISTORY     - 20040726 GOOD             GEOCAC
 KW1316
 KW1316                          STATION DESCRIPTION
 KW1316
 KW1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW1316'STATION IS LOCATED IN AN EAST-WEST HEDGE ROW, ABOUT 1-1/2 MILES SOUTH
 KW1316'OF PIKETOWN, 2 MILES NORTHWEST OF MANDAHILL, 3 MILES NORTHEAST OF
 KW1316'LINGLESTOWN AND ON PROPERTY OWNED BY MR. ROBERT BOWER.
 KW1316'
 KW1316'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 72 AND 22 WHICH
 KW1316'IS ABOUT 7 MILES NORTHEAST OF LEBANON.  GO WEST ON HIGHWAY 22 FOR
 KW1316'12.95 MILES TO THE JUNCTION WITH STATE HIGHWAY 39.  TURN RIGHT AND GO
 KW1316'NORTHERLY ON HIGHWAY 39 FOR 3.73 MILES TO A REVERSE Y.  TURN
 KW1316'RIGHT AND GO 1.14 MILES TO A ROAD LEFT AND ROAD SIGNS ON RIGHT.  TURN
 KW1316'LEFT AND GO 0.57 MILE TO A ROAD RIGHT.  TURN RIGHT AND GO 0.18
 KW1316'MILE TO POWERLINE POLE NO 76678.  PACK RIGHT, ACROSS AN OPEN FIELD
 KW1316'FOR 231 FEET TO A HEDGE ROW AND STATION.
 KW1316'
 KW1316'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF SQUARE CONCRETE
 KW1316'MONUMENTS WHICH ARE FLUSH WITH THE GROUND SURFACE.
 KW1316'
 KW1316'STATION MARK IS STAMPED BOWER 1960.  IT IS 244 FEET EAST OF THE
 KW1316'CENTER OF A MACADAM ROAD, 231 FEET EAST-NORTHEAST OF POWERLINE
 KW1316'POLE NO 76678, 165 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A RED
 KW1316'BRICK HOUSE AND 24 FEET SOUTH OF A 5-FORK APPLE TREE.
 KW1316'
 KW1316'REFERENCE MARK NUMBER 1 IS STAMPED BOWER NO 1 1960.  IT IS 14.8 FEET
 KW1316'EAST OF THE EAST-WEST HEDGE ROW, 15 FEET EAST OF THE 5-FORK APPLE
 KW1316'TREE AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 KW1316'
 KW1316'REFERENCE MARK NUMBER 2 IS STAMPED BOWER NO 2 1960.  IT IS 11.8 FEET
 KW1316'EAST OF THE EAST-WEST HEDGE ROW, 48 FEET SOUTH-SOUTHEAST
 KW1316'OF THE 5-FORK APPLE TREE AND ABOUT 1 FOOT LOWER THAN THE STATION
 KW1316'MARK.
 KW1316'
 KW1316'DISTANCE FROM REFERENCE MARK NO 1 TO REFERENCE MARK NO 2 IS 47.8
 KW1316'FEET.
 KW1316'
 KW1316'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KW1316
 KW1316                          STATION RECOVERY (1960)
 KW1316
 KW1316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KW1316'3.4 MI NE FROM LINGLESTOWN.
 KW1316'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY 39 FROM THE FLAG
 KW1316'POLE IN THE TRAFFIC CIRCLE NEAR THE CENTER OF LINGLESTOWN,
 KW1316'THENCE 1.15 MILES EAST ALONG PIKETOWN ROAD, THENCE 0.1 MILE NORTH
 KW1316'ALONG AN ASPHALT STREET, THENCE 0.05 MILE EAST ALONG AN ASPHALT
 KW1316'STREET, THENCE 0.15 MILE NORTH ALONG A ASPHALT STREET, THENCE 84
 KW1316'YARDS EAST TO NORTH-SOUTH FENCE LINE WITH HEAVY BRUSH, 52 YARDS
 KW1316'EAST OF THE EAST SIDE OF A RESIDENCE, 23 FEET SOUTH OF A LARGE
 KW1316'MULBERRY TREE IN FENCE LINE AND SET IN THE TOP OF A CONCRETE
 KW1316'POST FLUSH WITH THE GROUND.
 KW1316
 KW1316                          STATION RECOVERY (1977)
 KW1316
 KW1316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KW1316'RECOVERED IN GOOD CONDITION.
 KW1316
 KW1316                          STATION RECOVERY (1995)
 KW1316
 KW1316'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW1316'RECOVERED IN GOOD CONDITION.
 KW1316
 KW1316                          STATION RECOVERY (2004)
 KW1316
 KW1316'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1316'FEW OF THE REFERENCE POINTS IN THE ORIGINAL DESCRIPTION REMAIN.
 KW1316'STATION IS LOCATED TO THE NORTH OF THE BASE OF A LILAC BUSH, UNDER 2
 KW1316'INCHES OF DIRT, 19 FEET EAST NORTHEAST OF A SMALL ENGLISH WALNUT TREE,
 KW1316'45 FEET EAST OF THE NORTH CORNER OF A SHED, AND 35.5 FEET SOUTH OF A
 KW1316'LARGE MAPLE TREE. STATION AND REFERENCE MARKS ARE BEHIND RESIDENCE AT
 KW1316'863 SHAWNEE.
 KW1316' 
 KW1316'REFERENCE MARK 1 IS 31 FEET SOUTH SOUTHEAST OF A THE LARGE MAPLE TREE,
 KW1316'41 FEET SOUTH SOUTHWEST OF THE SMALL ENGLISH WALNUT TREE. IT IS 2
 KW1316'INCHES BELOW GROUND.
 KW1316' 
 KW1316'REFERENCE MARK 2 IS 38 FEET WEST OF THE ENGLISH WALNUT TREE AND 79
 KW1316'FEET WEST SOUTHWEST OF THE LARGE MAPLE. IT IS 2 INCHES BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1318 ***********************************************************************
 KW1318  DESIGNATION -  BOWER RM 1
 KW1318  PID         -  KW1318
 KW1318  STATE/COUNTY-  PA/DAUPHIN
 KW1318  USGS QUAD   -  HERSHEY (1990)
 KW1318
 KW1318                         *CURRENT SURVEY CONTROL
 KW1318  ___________________________________________________________________
 KW1318* NAD 83(1986)-  40 21 57.     (N)    076 44 58.     (W)     SCALED    
 KW1318* NAVD 88     -       164.158  (meters)     538.58   (feet)  ADJUSTED  
 KW1318  ___________________________________________________________________
 KW1318  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 KW1318  DYNAMIC HT  -         164.074 (meters)     538.30  (feet)  COMP
 KW1318  MODELED GRAV-     980,113.7   (mgal)                       NAVD 88
 KW1318
 KW1318  VERT ORDER  -  SECOND    CLASS 0
 KW1318
 KW1318.The horizontal coordinates were scaled from a topographic map and have
 KW1318.an estimated accuracy of +/- 6 seconds.
 KW1318
 KW1318.The orthometric height was determined by differential leveling
 KW1318.and adjusted by the National Geodetic Survey in June 1991..
 KW1318
 KW1318.The geoid height was determined by GEOID03.
 KW1318
 KW1318.The dynamic height is computed by dividing the NAVD 88
 KW1318.geopotential number by the normal gravity value computed on the
 KW1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1318.degrees latitude (g = 980.6199 gals.).
 KW1318
 KW1318.The modeled gravity was interpolated from observed gravity values.
 KW1318
 KW1318;                    North         East    Units  Estimated Accuracy
 KW1318;SPC PA S     -   115,130.      684,980.      MT  (+/- 180 meters Scaled)
 KW1318
 KW1318                          SUPERSEDED SURVEY CONTROL
 KW1318
 KW1318  NGVD 29 (??/??/??)  164.368  (m)          539.26   (f) ADJUSTED    2 0
 KW1318
 KW1318.Superseded values are not recommended for survey control.
 KW1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1318.See file dsdata.txt to determine how the superseded data were derived.
 KW1318
 KW1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK514698(NAD 83)
 KW1318_MARKER: DR = REFERENCE MARK DISK
 KW1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1318_STAMPING: BOWER NO 1 1960
 KW1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1318+STABILITY: SURFACE MOTION
 KW1318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1318+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2004
 KW1318
 KW1318  HISTORY     - Date     Condition        Report By
 KW1318  HISTORY     - 1960     MONUMENTED       CGS
 KW1318  HISTORY     - 1977     GOOD             NGS
 KW1318  HISTORY     - 19950618 GOOD             USPSQD
 KW1318  HISTORY     - 20040726 GOOD             GEOCAC
 KW1318
 KW1318                          STATION DESCRIPTION
 KW1318
 KW1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1318'3.4 MI NE FROM LINGLESTOWN.
 KW1318'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY 39 FROM THE FLAG POLE
 KW1318'IN THE TRAFFIC CIRCLE NEAR THE CENTER OF LINGLESTOWN, THENCE
 KW1318'1.15 MILES EAST ALONG PIKETOWN ROAD, THENCE 0.1 MILE NORTH ALONG AN
 KW1318'ASPHALT STREET, THENCE 0.05 MILE EAST ALONG AN ASPHALT STREET,
 KW1318'THENCE 0.15 MILE NORTH ALONG AN ASPHALT STREET, THENCE 84 YARDS
 KW1318'EAST TO NORTH-SOUTH FENCE LINE WITH HEAVY BRUSH, 28.5 FEET
 KW1318'NORTHEAST OF THE STATION, 10 FEET EAST OF A LARGE MULBERRY
 KW1318'TREE IN FENCE LINE, SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 KW1318'THE GROUND.
 KW1318
 KW1318                          STATION RECOVERY (1977)
 KW1318
 KW1318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KW1318'RECOVERED IN GOOD CONDITION.
 KW1318
 KW1318                          STATION RECOVERY (1995)
 KW1318
 KW1318'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW1318'RECOVERED IN GOOD CONDITION.
 KW1318
 KW1318                          STATION RECOVERY (2004)
 KW1318
 KW1318'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1318'MARK IS LOCATED BEHIND RESIDENCE AT 863 SHAWNEE. IT IS 31 FEET SOUTH
 KW1318'SOUTHEAST OF A LARGE MAPLE TREE, 41 FEET SOUTH SOUTHWEST OF A SMALL
 KW1318'ENGLISH WALNUT TREE. IT IS 2 INCHES BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1317 ***********************************************************************
 KW1317  DESIGNATION -  BOWER RM 2
 KW1317  PID         -  KW1317
 KW1317  STATE/COUNTY-  PA/DAUPHIN
 KW1317  USGS QUAD   -  HERSHEY (1990)
 KW1317
 KW1317                         *CURRENT SURVEY CONTROL
 KW1317  ___________________________________________________________________
 KW1317* NAD 83(1986)-  40 21 57.     (N)    076 44 58.     (W)     SCALED    
 KW1317* NAVD 88     -       164.033  (meters)     538.16   (feet)  ADJUSTED  
 KW1317  ___________________________________________________________________
 KW1317  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 KW1317  DYNAMIC HT  -         163.949 (meters)     537.89  (feet)  COMP
 KW1317  MODELED GRAV-     980,113.7   (mgal)                       NAVD 88
 KW1317
 KW1317  VERT ORDER  -  SECOND    CLASS 0
 KW1317
 KW1317.The horizontal coordinates were scaled from a topographic map and have
 KW1317.an estimated accuracy of +/- 6 seconds.
 KW1317
 KW1317.The orthometric height was determined by differential leveling
 KW1317.and adjusted by the National Geodetic Survey in June 1991..
 KW1317
 KW1317.The geoid height was determined by GEOID03.
 KW1317
 KW1317.The dynamic height is computed by dividing the NAVD 88
 KW1317.geopotential number by the normal gravity value computed on the
 KW1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1317.degrees latitude (g = 980.6199 gals.).
 KW1317
 KW1317.The modeled gravity was interpolated from observed gravity values.
 KW1317
 KW1317;                    North         East    Units  Estimated Accuracy
 KW1317;SPC PA S     -   115,130.      684,980.      MT  (+/- 180 meters Scaled)
 KW1317
 KW1317                          SUPERSEDED SURVEY CONTROL
 KW1317
 KW1317  NGVD 29 (??/??/??)  164.243  (m)          538.85   (f) ADJUSTED    2 0
 KW1317
 KW1317.Superseded values are not recommended for survey control.
 KW1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1317.See file dsdata.txt to determine how the superseded data were derived.
 KW1317
 KW1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK514698(NAD 83)
 KW1317_MARKER: DR = REFERENCE MARK DISK
 KW1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1317_STAMPING: BOWERS NO 2 1960
 KW1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1317+STABILITY: SURFACE MOTION
 KW1317
 KW1317  HISTORY     - Date     Condition        Report By
 KW1317  HISTORY     - 1960     MONUMENTED       CGS
 KW1317  HISTORY     - 1977     GOOD             NGS
 KW1317  HISTORY     - 19950618 GOOD             USPSQD
 KW1317  HISTORY     - 20040726 GOOD             GEOCAC
 KW1317
 KW1317                          STATION DESCRIPTION
 KW1317
 KW1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1317'3.4 MI NE FROM LINGLESTOWN.
 KW1317'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY 39 FROM THE FLAG
 KW1317'POLE IN THE TRAFFIC CIRCLE NEAR THE CENTER OF LINGLESTOWN, THENCE
 KW1317'1.15 MILES EAST ALONG PIKETOWN ROAD, THENCE 0.1 MILE NORTH ALONG
 KW1317'AN ASPHALT STREET, THENCE 0.05 MILE EAST ALONG AN ASPHALT STREET,
 KW1317'THENCE 0.15 MILE NORTH ALONG AN ASPHALT STREET, THENCE 84 YARDS
 KW1317'EAST TO A NORTH-SOUTH FENCE LINE WITH HEAVY BRUSH, 25.6 FEET
 KW1317'SOUTHEAST OF THE STATION, 8 FEET EAST OF THE BRUSH COVERED FENCE
 KW1317'LINE AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 KW1317'GROUND.
 KW1317
 KW1317                          STATION RECOVERY (1977)
 KW1317
 KW1317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KW1317'RECOVERED IN GOOD CONDITION.
 KW1317
 KW1317                          STATION RECOVERY (1995)
 KW1317
 KW1317'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW1317'RECOVERED IN GOOD CONDITION.
 KW1317
 KW1317                          STATION RECOVERY (2004)
 KW1317
 KW1317'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1317'MARK IS LOCATED BEHIND RESIDENCE AT 863 SHAWNEE. IT IS 38 FEET WEST OF
 KW1317'THE ENGLISH WALNUT TREE AND 79 FEET WEST SOUTHWEST OF THE LARGE MAPLE.
 KW1317'IT IS 2 INCHES BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2859 ***********************************************************************
 KW2859  DESIGNATION -  BOWERS
 KW2859  PID         -  KW2859
 KW2859  STATE/COUNTY-  PA/PERRY
 KW2859  USGS QUAD   -  ANDERSONBURG (1977)
 KW2859
 KW2859                         *CURRENT SURVEY CONTROL
 KW2859  ___________________________________________________________________
 KW2859* NAD 83(1992)-  40 17 09.73900(N)    077 28 27.53994(W)     ADJUSTED  
 KW2859* NAVD 88     -       635.01   (+/-2cm)    2083.4    (feet)  VERTCON   
 KW2859  ___________________________________________________________________
 KW2859  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 KW2859  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KW2859
 KW2859  HORZ ORDER  -  FIRST
 KW2859  VERT ORDER  -  THIRD ? (See Below)
 KW2859
 KW2859.The horizontal coordinates were established by classical geodetic methods
 KW2859.and adjusted by the National Geodetic Survey in June 2002..
 KW2859
 KW2859.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2859.The vertical order pertains to the NGVD 29 superseded value.
 KW2859
 KW2859.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2859
 KW2859.The geoid height was determined by GEOID03.
 KW2859
 KW2859;                    North         East     Units Scale Factor Converg.
 KW2859;SPC PA S     -   105,819.884   623,442.250   MT  0.99996361   +0 10 43.9
 KW2859;SPC PA S     -   347,177.40  2,045,410.12   sFT  0.99996361   +0 10 43.9
 KW2859;UTM  18      - 4,462,443.125   289,666.143   MT  1.00014462   -1 36 01.8
 KW2859
 KW2859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2859!SPC PA S     -   0.99990572  x   0.99996361  =   0.99986934
 KW2859!UTM  18      -   0.99990572  x   1.00014462  =   1.00005033
 KW2859
 KW2859|---------------------------------------------------------------------|
 KW2859| PID    Reference Object                     Distance      Geod. Az  |
 KW2859|                                                           dddmmss.s |
 KW2859| CK6722 BOWERS RM 1                          20.830 METERS 15720     |
 KW2859| CK6724 BOWERS RM 2 OFFSET A                               24009     |
 KW2859| CK6723 BOWERS RM 2                          23.200 METERS 24225     |
 KW2859| CK6725 BOWERS RM 2 OFFSET B                               24439     |
 KW2859| CK6721 BOWERS AZ MK                                       2891316.1 |
 KW2859|---------------------------------------------------------------------|
 KW2859
 KW2859                          SUPERSEDED SURVEY CONTROL
 KW2859
 KW2859  NAD 83(1986)-  40 17 09.73646(N)    077 28 27.54434(W) AD(       ) 1
 KW2859  NAD 27      -  40 17 09.43100(N)    077 28 28.59200(W) AD(       ) 1
 KW2859  NGVD 29 (07/19/86)  635.20   (m)         2084.0    (f) LEVELING    3  
 KW2859
 KW2859.Superseded values are not recommended for survey control.
 KW2859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2859.See file dsdata.txt to determine how the superseded data were derived.
 KW2859
 KW2859_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK8966662443(NAD 83)
 KW2859_MARKER: DS = TRIANGULATION STATION DISK
 KW2859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2859
 KW2859  HISTORY     - Date     Condition        Report By
 KW2859  HISTORY     - 1935     MONUMENTED       CGS
 KW2859  HISTORY     - 1941     GOOD             CGS
 KW2859  HISTORY     - 1952     GOOD             AMS
 KW2859
 KW2859                          STATION DESCRIPTION
 KW2859
 KW2859'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KW2859'STATION IS LOCATED 2 MILES NE OF C.C.C.CAMP NO. 55 AND 8 MILES SW OF
 KW2859'LANDISBURG, PENNSYLVANIA, AND 0.5 MILE SW OF THE SUMMIT OF BOWERS
 KW2859'MOUNTAIN.  THIS STATION IS LOCATED 0.1 MILE W OF THE JUNCTION OF
 KW2859'ROADS ON TOP OF BOWERS MOUNTAIN, 5.6 METERS N OF THE CENTER LINE OF
 KW2859'ROAD, 9.5 METERS E OF 14-INCH OAK TREE WITH TRIANGULAR BLAZE AND 14.5
 KW2859'METERS W OF 25-INCH OAK TREE.
 KW2859'
 KW2859'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 KW2859'CONCRETE.
 KW2859'
 KW2859'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 KW2859'BEDROCK 3 BY 3 FEET BEING EXPOSED AND SLOPING TO THE NE.  MARK
 KW2859'PROJECTS 12 INCHES.
 KW2859'
 KW2859'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE IN
 KW2859'BEDROCK 2 BY 4 FEET BEING EXPOSED AND SLOPING TO THE SW.  MARK
 KW2859'PROJECTS 5 INCHES.
 KW2859'
 KW2859'TO REACH FROM LANDISBURG, GO SW ON STATE HIGHWAY 233 FOR 1.5 MILES.
 KW2859'TURN RIGHT ON HIGHWAY 233 AND GO 3 MILES TO FORKS 100 YARDS S OF
 KW2859'COVERED BRIDGE AND AT SIGN C.C.C. CAMP NO. 55, TAKE RIGHT FORK AND GO
 KW2859'5 MILES TO A C.C.C. CAMP GARAGE AND T-ROAD RIGHT.  TURN RIGHT UP
 KW2859'MOUNTAIN FOR 2 MILES TO ROAD JUNCTION ON SUMMIT OF MOUNTAIN, CONTINUE
 KW2859'STRAIGHT AHEAD FOR 0.1 MILE TO STATION ON RIGHT.
 KW2859'
 KW2859'A 90-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.  NO CUT-INS VISIBLE
 KW2859'FROM THE GROUND.
 KW2859'
 KW2859'HEIGHT OF LIGHT ABOVE STATION MARK- 27.5 METERS.
 KW2859
 KW2859                          STATION RECOVERY (1941)
 KW2859
 KW2859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KW2859'STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 KW2859'CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 KW2859'
 KW2859'STATION IS LOCATED ABOUT 5 MILES ESE OF NEW GERMANTOWN, ON THE SUMMIT
 KW2859'OF BOWERS MOUNTAIN.  IT IS 0.1 MILE W OF A ROAD JUNCTION ON TOP OF
 KW2859'BOWERS MOUNTAIN, 19 FEET N OF A DIRT ROAD, 33 FEET E OF A 14-INCH OAK
 KW2859'TREE WITH A TRIANGULAR BLAZE AND 46 FEET W OF A 25-INCH OAK TREE.
 KW2859'MARK IS STAMPED BOWERS 1935 AND PROJECTS 6 INCHES.
 KW2859'
 KW2859'REFERENCE MARK NO. 1 IS SET FLUSH.  IT IS 44 FEET S OF THE CENTER OF
 KW2859'THE ROAD, AND IS STAMPED BOWERS NO. 1 1935.
 KW2859'
 KW2859'REFERENCE MARK NO. 2 IS SET FLUSH.  IT IS 23 FEET S OF THE CENTER OF
 KW2859'THE ROAD AND IS STAMPED BOWERS NO. 2 1935.  THE DISTANCE WAS NOT
 KW2859'CHECKED TO THIS MARK AS A LEG OF THE TOWER WAS ON LINE.
 KW2859'
 KW2859'AN AZIMUTH MARK WAS ESTABLISHED.  IT IS 0.2 MILE E OF THE POST OFFICE
 KW2859'IN NEW GERMANTOWN, IN THE TOP AND E END OF A SMALL CULVERT ALONG THE
 KW2859'S SIDE OF STATE HIGHWAY 274.  IT IS A STANDARD DISK SET FLUSH IN THE
 KW2859'TOP OF THE CULVERT, 15 FEET S OF THE CENTER OF THE HIGHWAY AND IS
 KW2859'STAMPED BOWERS 1941.
 KW2859'
 KW2859'TO REACH THE STATION FROM THE POST OFFICE IN NEW GERMANTOWN, GO
 KW2859'NORTHEASTERLY ON STATE HIGHWAY 274 FOR 0.5 MILE, THEN TURN RIGHT
 KW2859'ON A MACADAM ROAD AND GO 2.65 MILES TO END OF MACADAM ROAD AT A SMALL
 KW2859'STORE AND CROSS ROAD.  TURN RIGHT AND FOLLOW MAIN
 KW2859'ROAD WESTERLY FOR 2.0 MILES TO A CROSS ROAD, THENCE LEFT 1.2
 KW2859'MILES TO A C.C.C. CAMP ON THE LEFT, CONTINUE
 KW2859'ON MAIN ROAD FOR 2.3 MILES TO A T-ROAD, RIGHT, AT SIGN COUCH ROAD.
 KW2859'CONTINUE STRAIGHT AHEAD 0.35 MILE TO A FORKS, TAKE LEFT FORK
 KW2859'AND GO 1.5 MILES TO A CROSS ROAD AT THE TOP OF THE MOUNTAIN,
 KW2859'TURN SHARP LEFT AND FOLLOW ROAD ALONG TOP OF RIDGE FOR 6.25 MILES TO
 KW2859'OAK TREE ON THE LEFT WITH A TRIANGULAR BLAZE AND THE STATION.
 KW2859'
 KW2859'A 64-FOOT TOWER IS NEEDED TO SEE ALL LINES AT THIS STATION.
 KW2859
 KW2859                          STATION RECOVERY (1952)
 KW2859
 KW2859'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 KW2859'THE STATION, A STANDARD USC AND GS BRONZE TRIANGULATION DISC, SET IN
 KW2859'THE TOP OF A 1 FOOT SQUARE CONCRETE POST, PROJECTING 6
 KW2859'INCHES, WAS RECOVERED IN GOOD CONDITION, AS DESCRIBED, WITH THE
 KW2859'FOLLOWING ADDITIONS- THE MARK IS 295 FEET WEST OF THE CENTER LINES
 KW2859'OF ROADS AT JUNCTION, 389 FEET EAST OF PIS OF CENTERLINES OF CURVES
 KW2859'IN ROAD, 19.3 FEET NORTH OF, AND PERPENDICULAR TO CENTERLINE OF
 KW2859'ROAD.
 KW2859'
 KW2859'REFERENCE MARK 1 AND 2 OKAY AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1529 ***********************************************************************
 KV1529  DESIGNATION -  BOWIE LAFCOL
 KV1529  PID         -  KV1529
 KV1529  STATE/COUNTY-  PA/NORTHAMPTON
 KV1529  USGS QUAD   -  EASTON (1994)
 KV1529
 KV1529                         *CURRENT SURVEY CONTROL
 KV1529  ___________________________________________________________________
 KV1529* NAD 83(1986)-  40 41 49.     (N)    075 12 38.     (W)     SCALED    
 KV1529* NAVD 88     -       106.623  (meters)     349.81   (feet)  ADJUSTED  
 KV1529  ___________________________________________________________________
 KV1529  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KV1529  DYNAMIC HT  -         106.574 (meters)     349.65  (feet)  COMP
 KV1529  MODELED GRAV-     980,158.3   (mgal)                       NAVD 88
 KV1529
 KV1529  VERT ORDER  -  SECOND    CLASS 0
 KV1529
 KV1529.The horizontal coordinates were scaled from a topographic map and have
 KV1529.an estimated accuracy of +/- 6 seconds.
 KV1529
 KV1529.The orthometric height was determined by differential leveling
 KV1529.and adjusted by the National Geodetic Survey in June 1991..
 KV1529
 KV1529.The geoid height was determined by GEOID03.
 KV1529
 KV1529.The dynamic height is computed by dividing the NAVD 88
 KV1529.geopotential number by the normal gravity value computed on the
 KV1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1529.degrees latitude (g = 980.6199 gals.).
 KV1529
 KV1529.The modeled gravity was interpolated from observed gravity values.
 KV1529
 KV1529;                    North         East    Units  Estimated Accuracy
 KV1529;SPC PA S     -   154,500.      814,600.      MT  (+/- 180 meters Scaled)
 KV1529
 KV1529                          SUPERSEDED SURVEY CONTROL
 KV1529
 KV1529  NGVD 29 (??/??/??)  106.856  (m)          350.58   (f) ADJUSTED    2 0
 KV1529
 KV1529.Superseded values are not recommended for survey control.
 KV1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1529.See file dsdata.txt to determine how the superseded data were derived.
 KV1529
 KV1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL822051(NAD 83)
 KV1529_MARKER: DS = TRIANGULATION STATION DISK
 KV1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1529_STAMPING: SEE TEXT
 KV1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1529+STABILITY: SURFACE MOTION
 KV1529
 KV1529  HISTORY     - Date     Condition        Report By
 KV1529  HISTORY     - 1935     MONUMENTED       LAFCO
 KV1529  HISTORY     - 1935     GOOD             CGS
 KV1529  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV1529  HISTORY     - 20020105 MARK NOT FOUND   USPSQD
 KV1529
 KV1529                          STATION DESCRIPTION
 KV1529
 KV1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1529'AT EASTON.
 KV1529'AT EASTON, NORTHAMPTON COUNTY, ON THE LAFEYETTE COLLEGE CAMPUS,
 KV1529'29.3 FEET NORTHEAST OF THE NORTHEAST CORNER OF WEST COLLEGE,
 KV1529'34.8 FEET SOUTH OF AN 18-INCH MAPLE IN FRONT OF THE THETA DELTA
 KV1529'CHI FRATERNITY HOUSE, IN AN OPEN HOLE, AND ABOUT 1 INCH BELOW
 KV1529'GROUND.  A LAFEYETTE COLLEGE STANDARD TRIANGULATION-STATION DISK,
 KV1529'STAMPED NAMED IN HONOR OF WM. C. BOWIE CHIEF, DIV. OF GEODESY,
 KV1529'U.S.G. AND G.S. VISITING LAFAYETTE 4-13-34 AND SET IN THE TOP
 KV1529'OF A CONCRETE POST.
 KV1529
 KV1529                          STATION RECOVERY (1984)
 KV1529
 KV1529'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV1529'MARK NOT FOUND.
 KV1529
 KV1529                          STATION RECOVERY (2002)
 KV1529
 KV1529'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAN)
 KV1529'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2342 ***********************************************************************
 KX2342  DESIGNATION -  BOWSER
 KX2342  PID         -  KX2342
 KX2342  STATE/COUNTY-  PA/JEFFERSON
 KX2342  USGS QUAD   -  MC GEES MILLS (1994)
 KX2342
 KX2342                         *CURRENT SURVEY CONTROL
 KX2342  ___________________________________________________________________
 KX2342* NAD 83(1992)-  40 54 47.80346(N)    078 49 15.79569(W)     ADJUSTED  
 KX2342* NAVD 88     -       634.     (meters)    2080.     (feet)  SCALED    
 KX2342  ___________________________________________________________________
 KX2342  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 KX2342  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KX2342
 KX2342  HORZ ORDER  -  THIRD
 KX2342
 KX2342.The horizontal coordinates were established by classical geodetic methods
 KX2342.and adjusted by the National Geodetic Survey in June 2002..
 KX2342
 KX2342.The orthometric height was scaled from a topographic map.
 KX2342
 KX2342.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2342
 KX2342.The geoid height was determined by GEOID03.
 KX2342
 KX2342;                    North         East     Units Scale Factor Converg.
 KX2342;SPC PA N     -    83,472.111   509,771.360   MT  0.99999530   -0 42 30.8
 KX2342;SPC PA N     -   273,858.08  1,672,474.87   sFT  0.99999530   -0 42 30.8
 KX2342;UTM  17      - 4,531,415.988   683,499.019   MT  1.00001445   +1 25 38.7
 KX2342
 KX2342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2342!SPC PA N     -   0.99990568  x   0.99999530  =   0.99990098
 KX2342!UTM  17      -   0.99990568  x   1.00001445  =   0.99992012
 KX2342
 KX2342:                Primary Azimuth Mark                     Grid Az
 KX2342:SPC PA N     -  BECK                                     146 22 52.1
 KX2342:UTM  17      -  BECK                                     144 14 42.6
 KX2342
 KX2342|---------------------------------------------------------------------|
 KX2342| PID    Reference Object                     Distance      Geod. Az  |
 KX2342|                                                           dddmmss.s |
 KX2342| KX2321 BECK                                APPROX.12.2 KM 1454021.3 |
 KX2342|---------------------------------------------------------------------|
 KX2342
 KX2342                          SUPERSEDED SURVEY CONTROL
 KX2342
 KX2342  NAD 83(1986)-  40 54 47.80853(N)    078 49 15.80168(W) AD(       ) 3
 KX2342  NAD 27      -  40 54 47.60929(N)    078 49 16.71105(W) AD(       ) 3
 KX2342
 KX2342.Superseded values are not recommended for survey control.
 KX2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2342.See file dsdata.txt to determine how the superseded data were derived.
 KX2342
 KX2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF8349931416(NAD 83)
 KX2342_MARKER: DD = SURVEY DISK
 KX2342_SETTING: 0 = UNSPECIFIED SETTING
 KX2342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX2342
 KX2342  HISTORY     - Date     Condition        Report By
 KX2342  HISTORY     - 1901     MONUMENTED       USGS
 KX2342
 KX2342                          STATION DESCRIPTION
 KX2342
 KX2342'DESCRIBED BY US GEOLOGICAL SURVEY 1901
 KX2342'ON A CULTIVATED RIDGE IN THE EXTREME SOUTHEASTERN CORNER OF
 KX2342'GLASKILL TOWNSHIP, 6.0 MI NW. OF MAHAFFEY, ON LAND OWNED BY
 KX2342'PETER BOWSER.  STATION IS NEAR THE NORTHEASTERN EDGE OF RIDGE, 4
 KX2342'OR 5 FT LOWER THAN THE SUMMIT, AND ON THE FENCE LINE.
 KX2342'
 KX2342'STATION MARK, A SANDSTONE POST 34 BY 6 BY 6 IN., SET 30 IN. IN
 KX2342'GROUND, IN CENTER OF TOP OF WHICH IS CEMENTED A BRONZE
 KX2342'TRIANGULATION DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1801 ***********************************************************************
 JV1801  DESIGNATION -  BOX
 JV1801  PID         -  JV1801
 JV1801  STATE/COUNTY-  PA/YORK
 JV1801  USGS QUAD   -  YORK (1990)
 JV1801
 JV1801                         *CURRENT SURVEY CONTROL
 JV1801  ___________________________________________________________________
 JV1801* NAD 83(1992)-  39 58 53.93284(N)    076 39 49.07980(W)     ADJUSTED  
 JV1801* NAVD 88     -       139.489  (meters)     457.64   (feet)  ADJUSTED  
 JV1801  ___________________________________________________________________
 JV1801  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 JV1801  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JV1801  DYNAMIC HT  -         139.418 (meters)     457.41  (feet)  COMP
 JV1801  MODELED GRAV-     980,109.0   (mgal)                       NAVD 88
 JV1801
 JV1801  HORZ ORDER  -  SECOND
 JV1801  VERT ORDER  -  SECOND    CLASS 0
 JV1801
 JV1801.The horizontal coordinates were established by classical geodetic methods
 JV1801.and adjusted by the National Geodetic Survey in June 2002..
 JV1801
 JV1801.The orthometric height was determined by differential leveling
 JV1801.and adjusted by the National Geodetic Survey in June 1991..
 JV1801
 JV1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV1801
 JV1801.The geoid height was determined by GEOID03.
 JV1801
 JV1801.The dynamic height is computed by dividing the NAVD 88
 JV1801.geopotential number by the normal gravity value computed on the
 JV1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1801.degrees latitude (g = 980.6199 gals.).
 JV1801
 JV1801.The modeled gravity was interpolated from observed gravity values.
 JV1801
 JV1801;                    North         East     Units Scale Factor Converg.
 JV1801;SPC PA S     -    72,556.171   692,790.866   MT  0.99999280   +0 42 17.4
 JV1801;SPC PA S     -   238,044.70  2,272,931.37   sFT  0.99999280   +0 42 17.4
 JV1801;UTM  18      - 4,427,045.621   357,951.232   MT  0.99984841   -1 04 08.9
 JV1801
 JV1801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV1801!SPC PA S     -   0.99998339  x   0.99999280  =   0.99997619
 JV1801!UTM  18      -   0.99998339  x   0.99984841  =   0.99983180
 JV1801
 JV1801|---------------------------------------------------------------------|
 JV1801| PID    Reference Object                     Distance      Geod. Az  |
 JV1801|                                                           dddmmss.s |
 JV1801| JV1802 BOX RM 1                             33.150 METERS 00322     |
 JV1801| JV6087 YORK STANDARD REGISTER TANK         256.855 METERS 05510     |
 JV1801| JV6088 YORK TV STATION WSBA MAST           APPROX. 5.4 KM 2130457.0 |
 JV1801| JV1803 BOX RM 2                             25.510 METERS 23031     |
 JV1801| CA9999 BOX AZ MK                                          3553805.9 |
 JV1801|---------------------------------------------------------------------|
 JV1801
 JV1801                          SUPERSEDED SURVEY CONTROL
 JV1801
 JV1801  NAD 83(1991)-  39 58 53.92786(N)    076 39 49.08374(W) AD(       ) 2
 JV1801  NAD 83(1986)-  39 58 53.92680(N)    076 39 49.08182(W) AD(       ) 2
 JV1801  NAD 27      -  39 58 53.57071(N)    076 39 50.20924(W) AD(       ) 2
 JV1801  NGVD 29 (??/??/??)  139.742  (m)          458.47   (f) ADJUSTED    2 0
 JV1801
 JV1801.Superseded values are not recommended for survey control.
 JV1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1801.See file dsdata.txt to determine how the superseded data were derived.
 JV1801
 JV1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK5795127046(NAD 83)
 JV1801_MARKER: DE = TRAVERSE STATION DISK
 JV1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1801_STAMPING: BOX 1966
 JV1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1801+STABILITY: SURFACE MOTION
 JV1801_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JV1801+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 JV1801
 JV1801  HISTORY     - Date     Condition        Report By
 JV1801  HISTORY     - 1966     MONUMENTED       CGS
 JV1801  HISTORY     - 1966     GOOD             CGS
 JV1801  HISTORY     - 20000301 GOOD             PADT
 JV1801  HISTORY     - 20040508 GOOD             GEOCAC
 JV1801  HISTORY     - 20050201 GOOD             PADT
 JV1801
 JV1801                          STATION DESCRIPTION
 JV1801
 JV1801'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 JV1801'THE STATION IS LOCATED ABOUT 3.5 MILES NORTHEAST OF YORK AND 0.25
 JV1801'MILE NORTH OF U.S. HIGHWAY 30.  THE PROPERTY IS OWNED BY THE YORK
 JV1801'CONTAINER COMPANY.
 JV1801'
 JV1801'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 JV1801'HIGHWAYS 250 AND 24 ABOUT 3.5 MILES EAST OF YORK, GO NORTH ON STATE
 JV1801'HIGHWAY 250, MT. ZION RD., FOR 0.25 MILE TO THE STATION ON THE LEFT.
 JV1801'
 JV1801'THE STATION MARK IS 81 FEET WEST OF THE APPROXIMATE CENTER OF MT.
 JV1801'ZION RD., 30 FEET NORTH OF THE APPROXIMATE CENTER OF A DRIVEWAY AND
 JV1801'23 FEET NORTH OF A ROW OF SPRUCE TREES.  THE MARK IS A STANDARD
 JV1801'TRAVERSE DISK SET IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH
 JV1801'WITH THE GROUND AND STAMPED BOX 1966.
 JV1801'
 JV1801'REFERENCE MARK NO. 1 IS 22 FEET WEST OF THE APPROXIMATE CENTER OF MT.
 JV1801'ZION RD. AND 2 FEET WEST OF A POWERLINE POLE.  THE MARK IS A STANDARD
 JV1801'DISK SET IN THE TOP OF A SQUARE CONCRETE POST SET 2-INCHES
 JV1801'UNDERGROUND AND STAMPED BOX NO 1 1966.
 JV1801'
 JV1801'REFERENCE MARK NO. 2 IS 11 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 JV1801'A FENCED-IN DOG HOUSE AND 7 FEET NORTH OF A ROW OF SPRUCE TREES.
 JV1801'THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 JV1801'SET 1 INCH UNDERGROUND AND STAMPED BOX NO 2 1966.
 JV1801'
 JV1801'THE AZIMUTH MARK IS 42 FEET WEST OF THE APPROXIMATE CENTER OF
 JV1801'WILLIAMS RD., 16 FEET SOUTH OF THE APPROXIMATE CENTER OF WHITEFORD
 JV1801'RD., 3 FEET WEST OF A POWERLINE POLE, 2.3 FEET SOUTH OF A METAL
 JV1801'WITNESS POST AND 3 FEET EAST OF TELEPHONE POLE NO. 506-3.  THE
 JV1801'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 JV1801'PROJECTING 3 INCHES AND STAMPED BOX 1966.
 JV1801'
 JV1801'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON MT. ZION RD.
 JV1801'FOR 0.5 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT ON
 JV1801'WHITEFORD RD. AND GO 0.2 MILE TO THE MARK ON THE RIGHT.
 JV1801'
 JV1801'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
 JV1801
 JV1801                          STATION RECOVERY (1966)
 JV1801
 JV1801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JV1801'2.1 MI E FROM YORK.
 JV1801'1.8 MILES EAST ALONG U.S. HIGHWAY 30 FROM ITS JUNCTION WITH
 JV1801'INTERSTATE HIGHWAY 83 AT THE EAST EDGE OF YORK, THENCE NORTH 0.25
 JV1801'MILE ALONG STATE HIGHWAY 250, MT. ZION ROAD, 108.76 FEET SOUTH
 JV1801'OF RM 1, 83.70 FEET NORTHEAST OF RM 2, 81 FEET WEST OF THE
 JV1801'APPROXIMATE CENTER OF MT. ZION ROAD, 30 FEET NORTH OF THE
 JV1801'APPROXIMATE CENTER OF A DRIVEWAY, 23 FEET NORTH OF A ROW OF
 JV1801'SPRUCE TREES, SET IN THE TOP OF A CONCRETE POST, FLUSH, AND IS
 JV1801'ABOUT LEVEL WITH THE ROAD.
 JV1801
 JV1801                          STATION RECOVERY (2000)
 JV1801
 JV1801'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 JV1801'RECOVERED IN GOOD CONDITION.
 JV1801
 JV1801                          STATION RECOVERY (2004)
 JV1801
 JV1801'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 JV1801'STATION RECOVERED AS DESCRIBED. REFERENCE MARK 1 NOT FOUND--MT ZION RD
 JV1801'HAS BEEN WIDENED AND MARK MAY BE DESTROYED. REFERENCE MARK 2 FOUND AS
 JV1801'DESCRIBED. AZIMUTH MARK NOT FOUND--WHITEFORD ROAD HAS BEEN WIDENED AND
 JV1801'DESCRIPTION PLACES MARK ON ROAD.
 JV1801
 JV1801                          STATION RECOVERY (2005)
 JV1801
 JV1801'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 JV1801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1802 ***********************************************************************
 JV1802  DESIGNATION -  BOX RM 1
 JV1802  PID         -  JV1802
 JV1802  STATE/COUNTY-  PA/YORK
 JV1802  USGS QUAD   -  YORK (1990)
 JV1802
 JV1802                         *CURRENT SURVEY CONTROL
 JV1802  ___________________________________________________________________
 JV1802* NAD 83(1986)-  39 58 53.     (N)    076 39 49.     (W)     SCALED    
 JV1802* NAVD 88     -       138.136  (meters)     453.20   (feet)  ADJUSTED  
 JV1802  ___________________________________________________________________
 JV1802  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JV1802  DYNAMIC HT  -         138.065 (meters)     452.97  (feet)  COMP
 JV1802  MODELED GRAV-     980,109.0   (mgal)                       NAVD 88
 JV1802
 JV1802  VERT ORDER  -  SECOND    CLASS 0
 JV1802
 JV1802.The horizontal coordinates were scaled from a topographic map and have
 JV1802.an estimated accuracy of +/- 6 seconds.
 JV1802
 JV1802.The orthometric height was determined by differential leveling
 JV1802.and adjusted by the National Geodetic Survey in June 1991..
 JV1802
 JV1802.The geoid height was determined by GEOID03.
 JV1802
 JV1802.The dynamic height is computed by dividing the NAVD 88
 JV1802.geopotential number by the normal gravity value computed on the
 JV1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1802.degrees latitude (g = 980.6199 gals.).
 JV1802
 JV1802.The modeled gravity was interpolated from observed gravity values.
 JV1802
 JV1802;                    North         East    Units  Estimated Accuracy
 JV1802;SPC PA S     -    72,530.      692,790.      MT  (+/- 180 meters Scaled)
 JV1802
 JV1802                          SUPERSEDED SURVEY CONTROL
 JV1802
 JV1802  NGVD 29 (??/??/??)  138.388  (m)          454.03   (f) ADJUSTED    2 0
 JV1802
 JV1802.Superseded values are not recommended for survey control.
 JV1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1802.See file dsdata.txt to determine how the superseded data were derived.
 JV1802
 JV1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK579270(NAD 83)
 JV1802_MARKER: DR = REFERENCE MARK DISK
 JV1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1802_STAMPING: BOX NO 1 1966
 JV1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1802+STABILITY: SURFACE MOTION
 JV1802
 JV1802  HISTORY     - Date     Condition        Report By
 JV1802  HISTORY     - 1966     MONUMENTED       CGS
 JV1802  HISTORY     - 20040508 MARK NOT FOUND   GEOCAC
 JV1802  HISTORY     - 20050201 MARK NOT FOUND   PADT
 JV1802
 JV1802                          STATION DESCRIPTION
 JV1802
 JV1802'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JV1802'2.1 MI E FROM YORK.
 JV1802'AT THE BOX STATION SITE, 108.76 FEET NORTH OF THE STATION, 22
 JV1802'FEET WEST OF THE APPROXIMATE CENTER OF MT. ZION ROAD, 2 FEET
 JV1802'WEST OF A POWER LINE POLE, SET IN THE TOP OF A CONCRETE POST
 JV1802'2-INCHES UNDER THE GROUND AND IS ABOUT LEVEL WITH THE ROAD.
 JV1802
 JV1802                          STATION RECOVERY (2004)
 JV1802
 JV1802'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 JV1802'ROAD HAS BEEN WIDENED. MARK MAY BE DESTROYED.
 JV1802
 JV1802                          STATION RECOVERY (2005)
 JV1802
 JV1802'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 JV1802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1803 ***********************************************************************
 JV1803  DESIGNATION -  BOX RM 2
 JV1803  PID         -  JV1803
 JV1803  STATE/COUNTY-  PA/YORK
 JV1803  USGS QUAD   -  YORK (1990)
 JV1803
 JV1803                         *CURRENT SURVEY CONTROL
 JV1803  ___________________________________________________________________
 JV1803* NAD 83(1986)-  39 58 53.     (N)    076 39 49.     (W)     SCALED    
 JV1803* NAVD 88     -       139.484  (meters)     457.62   (feet)  ADJUSTED  
 JV1803  ___________________________________________________________________
 JV1803  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JV1803  DYNAMIC HT  -         139.412 (meters)     457.39  (feet)  COMP
 JV1803  MODELED GRAV-     980,109.0   (mgal)                       NAVD 88
 JV1803
 JV1803  VERT ORDER  -  SECOND    CLASS 0
 JV1803
 JV1803.The horizontal coordinates were scaled from a topographic map and have
 JV1803.an estimated accuracy of +/- 6 seconds.
 JV1803
 JV1803.The orthometric height was determined by differential leveling
 JV1803.and adjusted by the National Geodetic Survey in June 1991..
 JV1803
 JV1803.The geoid height was determined by GEOID03.
 JV1803
 JV1803.The dynamic height is computed by dividing the NAVD 88
 JV1803.geopotential number by the normal gravity value computed on the
 JV1803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1803.degrees latitude (g = 980.6199 gals.).
 JV1803
 JV1803.The modeled gravity was interpolated from observed gravity values.
 JV1803
 JV1803;                    North         East    Units  Estimated Accuracy
 JV1803;SPC PA S     -    72,530.      692,790.      MT  (+/- 180 meters Scaled)
 JV1803
 JV1803                          SUPERSEDED SURVEY CONTROL
 JV1803
 JV1803  NGVD 29 (??/??/??)  139.736  (m)          458.45   (f) ADJUSTED    2 0
 JV1803
 JV1803.Superseded values are not recommended for survey control.
 JV1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1803.See file dsdata.txt to determine how the superseded data were derived.
 JV1803
 JV1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK579270(NAD 83)
 JV1803_MARKER: DR = REFERENCE MARK DISK
 JV1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1803_STAMPING: BOX NO 1966
 JV1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1803+STABILITY: SURFACE MOTION
 JV1803_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JV1803+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 JV1803
 JV1803  HISTORY     - Date     Condition        Report By
 JV1803  HISTORY     - 1966     MONUMENTED       CGS
 JV1803  HISTORY     - 20040508 GOOD             GEOCAC
 JV1803  HISTORY     - 20050201 GOOD             PADT
 JV1803
 JV1803                          STATION DESCRIPTION
 JV1803
 JV1803'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JV1803'2.1 MI E FROM YORK.
 JV1803'AT THE BOX STATION SITE-- 83.70 FEET SOUTHWEST OF THE STATION,
 JV1803'11 FEET NORTHEAST OF THE NORTHEAST CORNER OF DOG HOUSE, 7 FEET
 JV1803'NORTH OF A ROW OF SPRUCE TREES, SET IN THE TOP OF A CONCRETE
 JV1803'POST 1-INCH UNDER GROUND AND IS ABOUT 2 FEET BELOW THE LEVEL OF
 JV1803'THE STATION.
 JV1803
 JV1803                          STATION RECOVERY (2004)
 JV1803
 JV1803'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 JV1803'DOG HOUSE IS GONE BUT FENCE ENCLOSURE FOR IT REMAINS. MARK RECOVERED
 JV1803'ONE INCH UNDERGROUND AS DESCRIBED.
 JV1803
 JV1803                          STATION RECOVERY (2005)
 JV1803
 JV1803'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 JV1803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3090 ***********************************************************************
 KW3090  DESIGNATION -  BOYD
 KW3090  PID         -  KW3090
 KW3090  STATE/COUNTY-  PA/DAUPHIN
 KW3090  USGS QUAD   -  MIDDLETOWN (1990)
 KW3090
 KW3090                         *CURRENT SURVEY CONTROL
 KW3090  ___________________________________________________________________
 KW3090* NAD 83(1992)-  40 12 57.04635(N)    076 40 37.99205(W)     ADJUSTED  
 KW3090* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 KW3090  ___________________________________________________________________
 KW3090  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 KW3090  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 KW3090
 KW3090  HORZ ORDER  -  FIRST
 KW3090
 KW3090.The horizontal coordinates were established by classical geodetic methods
 KW3090.and adjusted by the National Geodetic Survey in June 2002..
 KW3090
 KW3090.The orthometric height was scaled from a topographic map.
 KW3090
 KW3090.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3090
 KW3090.The geoid height was determined by GEOID03.
 KW3090
 KW3090;                    North         East     Units Scale Factor Converg.
 KW3090;SPC PA S     -    98,544.073   691,314.545   MT  0.99996786   +0 41 45.6
 KW3090;SPC PA S     -   323,306.68  2,268,087.80   sFT  0.99996786   +0 41 45.6
 KW3090;UTM  18      - 4,453,063.434   357,281.370   MT  0.99985074   -1 04 59.2
 KW3090
 KW3090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3090!SPC PA S     -   0.99996120  x   0.99996786  =   0.99992906
 KW3090!UTM  18      -   0.99996120  x   0.99985074  =   0.99981194
 KW3090
 KW3090|---------------------------------------------------------------------|
 KW3090| PID    Reference Object                     Distance      Geod. Az  |
 KW3090|                                                           dddmmss.s |
 KW3090| CF2670 BOYD RM 1                             7.675 METERS 12216     |
 KW3090| KW3089 COLUMBUS PHILA AIRWAY BCN 34 A      APPROX. 7.3 KM 1420102.4 |
 KW3090| CF2669 BOYD AZ MK                                         1800455.3 |
 KW3090| KW3091 NEAR BOYD                             7.793 METERS 31402     |
 KW3090| CF2671 BOYD RM 2                             9.450 METERS 35339     |
 KW3090|---------------------------------------------------------------------|
 KW3090
 KW3090                          SUPERSEDED SURVEY CONTROL
 KW3090
 KW3090  NAD 83(1986)-  40 12 57.03974(N)    076 40 37.99462(W) AD(       ) 1
 KW3090  NAD 27      -  40 12 56.70800(N)    076 40 39.09700(W) AD(       ) 1
 KW3090
 KW3090.Superseded values are not recommended for survey control.
 KW3090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3090.See file dsdata.txt to determine how the superseded data were derived.
 KW3090
 KW3090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK5728153063(NAD 83)
 KW3090_MARKER: DS = TRIANGULATION STATION DISK
 KW3090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3090
 KW3090  HISTORY     - Date     Condition        Report By
 KW3090  HISTORY     - 1934     MONUMENTED       CGS
 KW3090  HISTORY     - 1937     GOOD             BSA
 KW3090  HISTORY     - 1951     GOOD             PWPCO
 KW3090  HISTORY     - 20050301 POOR             GEOCAC
 KW3090
 KW3090                          STATION DESCRIPTION
 KW3090
 KW3090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 KW3090'STATION IS LOCATED ABOUT 3.4 MILES NE OF MIDDLETOWN ON THE TOP OF A
 KW3090'HILL KNOWN LOCALLY AS ROUND TOP.  STATION IS ON THE LAND OF THE BOYD
 KW3090'ESTATE AND IS MANAGED BY HIRAM BILLET, WHO LIVES IN HARRISBURG.  IT
 KW3090'IS ON THE HIGHEST PART OF THE HILL ON A BARE SPOT AT THE TOP, 7.793
 KW3090'METERS E OF A U.S. ENGINEERS BENCH MARK WHICH IS NOT MARKED.  THIS
 KW3090'BENCH MARK ALSO HAS A REFERENCE MARK, WHICH WAS MEASURED TO THE
 KW3090'BENCH MARK AND THE DISTANCE IS 4.350 METERS (14.27 FEET).  STATION
 KW3090'MARK PROJECTS 6 INCHES ABOVE SURFACE OF GROUND.
 KW3090'
 KW3090'SURFACE, UNDERGROUND, REFERENCE MARK NO. 2 AND AZIMUTH MARK ARE
 KW3090'STANDARD BRONZE DISKS SET IN CONCRETE.
 KW3090'
 KW3090'REFERENCE MARK NO. 1 IS 7.675 METERS E OF THE STATION, A STANDARD
 KW3090'BRONZE DISK SET IN OUTCROPPING BEDROCK WHICH PROTRUDES 2 FEET AND IS
 KW3090'5 BY 4 FEET IN DIMENSION.
 KW3090'
 KW3090'REFERENCE MARK NO. 2 IS 9.450 METERS N OF THE STATION AND IS A
 KW3090'STANDARD MARK WHICH PROJECTS 6 INCHES ABOVE SURFACE OF GROUND.
 KW3090'
 KW3090'AZIMUTH MARK IS 1.5 MILES S OF THE STATION AT THE CROSSROADS
 KW3090'MENTIONED IN THE DESCRIPTION OF THE STATION, WHICH IS 0.9 MILE FROM
 KW3090'THE RED BARN.  MARK IS SET IN THE NE ANGLE OF THE CROSSROADS, 5 FEET
 KW3090'NE OF THE FENCE CORNER POST, 50 FEET N OF THE CENTER LINE OF ROUTE
 KW3090'341, 40 FEET E OF THE CENTER LINE OF THE DIRT ROAD LEADING N TO THE
 KW3090'RED BARN AND GATE ENTRANCE TO THE HILL.  MARK PROJECTS 4
 KW3090'INCHES ABOVE THE SURFACE OF THE GROUND AND IS VISIBLE FROM THE GROUND
 KW3090'AT THE STATION.
 KW3090'
 KW3090'THE U.S. ENGINEERS BENCH MARK IS 7.793 METERS NW OF THE STATION AND
 KW3090'IS AN ENGINEERS MARK SET IN A SQUARE POST OF CONCRETE 12
 KW3090'INCHES SQUARE AND PROJECTING 1 FOOT ABOVE THE SURFACE OF THE GROUND.
 KW3090'
 KW3090'CHECKED ON QUADRANGLE 5.8 MILES NW OF ELIZABETHTOWN.
 KW3090'
 KW3090'TO REACH THE STATION FROM ELIZABETHTOWN OR MIDDLETOWN, FOLLOW ROUTE
 KW3090'230 TO ITS JUNCTION WITH STATE ROUTE 341 WHICH IS 1.6 MILES FROM
 KW3090'MIDDLETOWN AND 7.0 MILES FROM ELIZABETHTOWN.  TURN E ON THIS ROAD AND
 KW3090'GO 1.7 MILES TO A CROSS ROAD, TURN N ON DIRT ROAD AND GO 0.9 MILE TO
 KW3090'FARMHOUSE AND A LARGE RED BARN ON THE LEFT AND A GATE ON THE RIGHT
 KW3090'OPPOSITE THE BARN.  TURN E THROUGH THIS GATE AND GO 1.6 MILES TO THE
 KW3090'TOP OF THE HILL.  THE ROAD IS IN FAIR CONDITION AND A TRUCK CAN
 KW3090'EASILY BE DRIVEN TO THE STATION IF THE GROUND IS NOT TOO WET.
 KW3090
 KW3090                          STATION RECOVERY (1937)
 KW3090
 KW3090'RECOVERY NOTE BY BOY SCOUTS OF AMERICA 1937
 KW3090'ALL MARKERS MENTIONED IN DESCRIPTION ARE UNDISTURBED AND IN GOOD
 KW3090'CONDITION.  DESCRIPTION SHOULD BE CHANGED IN FOLLOWING RESPECTS-
 KW3090'
 KW3090'THE SCALED DISTANCE FROM STATION TO SQUARE IN MIDDLETOWN IS 3.1
 KW3090'MILES ENE OF MIDDLETOWN, INSTEAD OF 5.8 MILES SE AS NOW SHOWN.  (2)
 KW3090'FINAL PARAGRAPH OF DESCRIPTION SHOULD READ AS FOLLOWS- TO REACH
 KW3090'STATION FROM MIDDLETOWN, FOLLOW ROUTE 230 E 1.5 MILES TO ITS
 KW3090'JUNCTION WITH ROUTE 341.  TURN E ON THIS ROAD AND GO 1.7 MILES TO
 KW3090'CROSS ROAD, TURN N ON DIRT ROAD AND GO 0.8 MILE TO BRICK FARMHOUSE
 KW3090'AND A LARGE YELLOW BARN ON LEFT AND A GATE ON THE RIGHT OPPOSITE THE
 KW3090'BARN.  TURN E THROUGH THIS GATE AND GO 1.6 MILES TO THE TOP OF THE
 KW3090'HILL.  THE ROAD IS IN FAIR CONDITION AND A TRUCK CAN BE EASILY
 KW3090'DRIVEN TO TOP IF THE GROUND IS NOT TOO WET AND SEVERAL FALLEN TREES
 KW3090'ARE REMOVED FROM ROAD.
 KW3090
 KW3090                          STATION RECOVERY (1951)
 KW3090
 KW3090'RECOVERY NOTE BY PENNSYLVANIA WATER AND POWER COMPANY 1951 (CFM)
 KW3090'LETTER OF MR. CARROLL F. MERRIAM, DATED JUNE 28, 1951-
 KW3090'
 KW3090'A PARTY FROM PENNSYLVANIA WATER AND POWER CO. ERECTED A LIGHT BAMBOO
 KW3090'SIGNAL OFFSET FROM THE STATION IN ORDER TO SECURE THE GREATEST
 KW3090'VISIBILITY WITH THE LEAST AMOUNT OF TRIMMING IN ORDER TO BE SEEN
 KW3090'GENERALLY FROM THE SOUTHWEST AND NORTHWEST.
 KW3090
 KW3090                          STATION RECOVERY (2005)
 KW3090
 KW3090'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW3090'STATION MARK AND BOTH REFERENCE MARKS HAVE BEEN REMOVED FROM THEIR
 KW3090'MONUMENTS. THE CENTER MARK OF REFERENCE MARK 1 REMAINS ATTACHED TO THE
 KW3090'STEM.
 KW3090'AZIMUTH MARK LOCATED AS DESCRIBED AT INTERSECTION OF SCHOOLHOUSE AND
 KW3090'COLEBROOK RDS, BUT IS NOW ADJACENT TO A POWER POLE NOT ORIGINALLY
 KW3090'DESCRIBED SO MAY HAVE BEEN DISPLACED AT SOME TIME.
 KW3090'NOTE--US ENGINEERS MARK IN 1934 DESCRIPTION IS KW3091, NEAR BOYD.
 KW3090'NO DRIVABLE ROUTE IS AVAILABLE TO GET TO THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ2024 ***********************************************************************
 LZ2024  DESIGNATION -  BOYD
 LZ2024  PID         -  LZ2024
 LZ2024  STATE/COUNTY-  PA/TIOGA
 LZ2024  USGS QUAD   -  GLEASON (1986)
 LZ2024
 LZ2024                         *CURRENT SURVEY CONTROL
 LZ2024  ___________________________________________________________________
 LZ2024* NAD 83(1992)-  41 40 09.65035(N)    076 54 01.50925(W)     ADJUSTED  
 LZ2024* NAVD 88     -       728.     (meters)    2388.     (feet)  SCALED    
 LZ2024  ___________________________________________________________________
 LZ2024  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 LZ2024  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LZ2024
 LZ2024  HORZ ORDER  -  FIRST
 LZ2024
 LZ2024.The horizontal coordinates were established by classical geodetic methods
 LZ2024.and adjusted by the National Geodetic Survey in June 2002..
 LZ2024
 LZ2024.The orthometric height was scaled from a topographic map.
 LZ2024
 LZ2024.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ2024
 LZ2024.The geoid height was determined by GEOID03.
 LZ2024
 LZ2024;                    North         East     Units Scale Factor Converg.
 LZ2024;SPC PA N     -   167,227.014   670,748.124   MT  0.99996648   +0 33 43.3
 LZ2024;SPC PA N     -   548,643.96  2,200,612.80   sFT  0.99996648   +0 33 43.3
 LZ2024;UTM  18      - 4,614,809.952   341,796.227   MT  0.99990800   -1 15 49.4
 LZ2024
 LZ2024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ2024!SPC PA N     -   0.99989094  x   0.99996648  =   0.99985743
 LZ2024!UTM  18      -   0.99989094  x   0.99990800  =   0.99979895
 LZ2024
 LZ2024:                Primary Azimuth Mark                     Grid Az
 LZ2024:SPC PA N     -  ARMENIA                                  017 19 37.6
 LZ2024:UTM  18      -  ARMENIA                                  019 09 10.3
 LZ2024
 LZ2024|---------------------------------------------------------------------|
 LZ2024| PID    Reference Object                     Distance      Geod. Az  |
 LZ2024|                                                           dddmmss.s |
 LZ2024| LZ2026 ARMENIA                             APPROX.13.2 KM 0175320.9 |
 LZ2024| CF2667 BOYD RM 1                           177.900 METERS 18644     |
 LZ2024| CF2668 BOYD RM 2                            38.580 METERS 29220     |
 LZ2024|---------------------------------------------------------------------|
 LZ2024
 LZ2024                          SUPERSEDED SURVEY CONTROL
 LZ2024
 LZ2024  NAD 83(1996)-  41 40 09.64906(N)    076 54 01.50957(W) AD(       ) 1
 LZ2024  NAD 83(1986)-  41 40 09.65137(N)    076 54 01.50518(W) AD(       ) 1
 LZ2024  NAD 27      -  41 40 09.38300(N)    076 54 02.64700(W) AD(       ) 1
 LZ2024
 LZ2024.Superseded values are not recommended for survey control.
 LZ2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ2024.See file dsdata.txt to determine how the superseded data were derived.
 LZ2024
 LZ2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM4179614810(NAD 83)
 LZ2024_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ2024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ2024
 LZ2024  HISTORY     - Date     Condition        Report By
 LZ2024  HISTORY     - 1929     MONUMENTED       CGS
 LZ2024  HISTORY     - 1957     SEE DESCRIPTION  CGS
 LZ2024
 LZ2024                          STATION DESCRIPTION
 LZ2024
 LZ2024'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 LZ2024'STATION IS ABOUT 2 MILES W OF CANTON, ON THE HIGHEST POINT OF THE
 LZ2024'SOUTHEASTERN EXTREMITY OF THE ARMENIAN MOUNTAIN, ON LAND OWNED BY
 LZ2024'JAMES BOYD.  THE STATION IS ON THE HIGHEST POINT OF GRASSY HILL ABOUT
 LZ2024'1/8 MILE N OF BOYDS FARMHOUSE.  THE STATION IS 38 METERS E OF A
 LZ2024'LARGE AND PROMINENT BOULDER, AND 37.1 METERS NW OF FENCE CORNER
 LZ2024'FORMED BY A N AND S STONE WALL AND AN E AND W WIRE FENCE.
 LZ2024'
 LZ2024'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, AS DESCRIBED
 LZ2024'IN NOTE 1A, AND PROJECTS 8 INCHES ABOVE GROUND.
 LZ2024'
 LZ2024'UNDERGROUND MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE, AS
 LZ2024'DESCRIBED IN NOTE 8A.
 LZ2024'
 LZ2024'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK IN A ROUND-TOPPED
 LZ2024'BOULDER, IS S OF THE STATION, AND 11.3 METERS W OF A N
 LZ2024'AND S FENCE.
 LZ2024'
 LZ2024'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK ON A SHELF ON THE NE
 LZ2024'CORNER OF THE LARGE BOULDER MENTIONED IN THE STATION
 LZ2024'DESCRIPTION.
 LZ2024'
 LZ2024'TO REACH FROM CANTON, GO N ON HIGHWAY 14.  TAKE LEFT HAND MAIN ROAD
 LZ2024'AFTER CROSSING RAILROAD TRACKS, JUST BEYOND CONCRETE
 LZ2024'BRIDGE WITH OLD MILL ON RIGHT AT TURN.  FOLLOW THE MAIN ROAD UP
 LZ2024'CANYON FOR 2 MILES.  HERE TAKE LEFT HAND ROAD FOR 1.1 MILES
 LZ2024'TO MR. BOYDS FARMHOUSE ON RIGHT.
 LZ2024'
 LZ2024'HEIGHT OF SIGNAL ABOVE STATION MARK 38 METERS.
 LZ2024
 LZ2024                          STATION RECOVERY (1957)
 LZ2024
 LZ2024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 LZ2024'STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 LZ2024'CONDITION.  OLD DESCRIPTION IS CORRECT AND ADEQUATE EXCEPT
 LZ2024'FOR THE FOLLOWING- RM NO. 1 WAS FOUND TO HAVE BEEN SHIFTED ABOUT 0.5
 LZ2024'FEET OUT OF PLACE DUE TO FROST ACTION.  MARK WAS REMOVED FROM
 LZ2024'LOOSENED LAYED OF BOULDER.  MR. BOYDS FARMHOUSE HAS BEEN DESTROYED
 LZ2024'AND THE E/W WIRE FENCE NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1397 ***********************************************************************
 MA1397  DESIGNATION -  BOYER
 MA1397  PID         -  MA1397
 MA1397  STATE/COUNTY-  PA/VENANGO
 MA1397  USGS QUAD   -  CRANBERRY (1977)
 MA1397
 MA1397                         *CURRENT SURVEY CONTROL
 MA1397  ___________________________________________________________________
 MA1397* NAD 83(1992)-  41 20 14.97903(N)    079 41 01.05410(W)     ADJUSTED  
 MA1397* NAVD 88     -       474.933  (meters)    1558.18   (feet)  ADJUSTED  
 MA1397  ___________________________________________________________________
 MA1397  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 MA1397  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 MA1397  DYNAMIC HT  -         474.715 (meters)    1557.46  (feet)  COMP
 MA1397  MODELED GRAV-     980,148.8   (mgal)                       NAVD 88
 MA1397
 MA1397  HORZ ORDER  -  SECOND
 MA1397  VERT ORDER  -  SECOND    CLASS 0
 MA1397
 MA1397.The horizontal coordinates were established by classical geodetic methods
 MA1397.and adjusted by the National Geodetic Survey in June 2002..
 MA1397
 MA1397.The orthometric height was determined by differential leveling
 MA1397.and adjusted by the National Geodetic Survey in June 1991..
 MA1397
 MA1397.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1397
 MA1397.The geoid height was determined by GEOID03.
 MA1397
 MA1397.The dynamic height is computed by dividing the NAVD 88
 MA1397.geopotential number by the normal gravity value computed on the
 MA1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1397.degrees latitude (g = 980.6199 gals.).
 MA1397
 MA1397.The modeled gravity was interpolated from observed gravity values.
 MA1397
 MA1397;                    North         East     Units Scale Factor Converg.
 MA1397;SPC PA N     -   131,831.289   438,166.949   MT  0.99995781   -1 16 45.0
 MA1397;SPC PA N     -   432,516.49  1,437,552.73   sFT  0.99995781   -1 16 45.0
 MA1397;UTM  17      - 4,577,059.004   610,143.675   MT  0.99974930   +0 52 10.4
 MA1397
 MA1397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1397!SPC PA N     -   0.99993072  x   0.99995781  =   0.99988854
 MA1397!UTM  17      -   0.99993072  x   0.99974930  =   0.99968004
 MA1397
 MA1397|---------------------------------------------------------------------|
 MA1397| PID    Reference Object                     Distance      Geod. Az  |
 MA1397|                                                           dddmmss.s |
 MA1397| MA1399 BOYER RM 1                           25.050 METERS 24032     |
 MA1397| MA1400 BOYER AZ MK                                        2745924.0 |
 MA1397| MA1406 TORY                                APPROX. 7.2 KM 2954659.2 |
 MA1397| MA1398 BOYER RM 2                           27.658 METERS 31408     |
 MA1397|---------------------------------------------------------------------|
 MA1397
 MA1397                          SUPERSEDED SURVEY CONTROL
 MA1397
 MA1397  NAD 83(1986)-  41 20 14.98280(N)    079 41 01.05528(W) AD(       ) 2
 MA1397  NAD 27      -  41 20 14.76476(N)    079 41 01.87767(W) AD(       ) 2
 MA1397  NGVD 29 (??/??/92)  475.097  (m)         1558.71   (f) ADJ UNCH    2 0
 MA1397
 MA1397.Superseded values are not recommended for survey control.
 MA1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1397.See file dsdata.txt to determine how the superseded data were derived.
 MA1397
 MA1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF1014477059(NAD 83)
 MA1397_MARKER: DE = TRAVERSE STATION DISK
 MA1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1397_STAMPING: BOYER 1967
 MA1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1397+STABILITY: SURFACE MOTION
 MA1397
 MA1397  HISTORY     - Date     Condition        Report By
 MA1397  HISTORY     - 1967     MONUMENTED       CGS
 MA1397  HISTORY     - 1967     GOOD             CGS
 MA1397  HISTORY     - 20000103 GOOD             PADT
 MA1397
 MA1397                          STATION DESCRIPTION
 MA1397
 MA1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MA1397'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF FRANKLIN, 6-1/2
 MA1397'MILES SOUTH-SOUTHEAST OF OIL CITY, 0.05 MILE NORTH OF U.S. HIGHWAY
 MA1397'322 AND AT THE SMALL COMMUNITY OF MAPLESHADE.  IT IS ON THE PROPERTY
 MA1397'OF MR. CLEM BOYER.
 MA1397'
 MA1397'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 322 AND STATE
 MA1397'HIGHWAY 257 IN CRANBERRY GO EAST-SOUTHEAST ON U.S.  HIGHWAY 322 FOR
 MA1397'1.65 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE ON U.S. HIGHWAY
 MA1397'322 FOR 0.05 MILE TO THE TOP OF THE HILL AND A SIDE ROAD ON THE
 MA1397'LEFT, TURN LEFT AND GO NORTH FOR 0.05 MILE TO THE STATION ON THE
 MA1397'RIGHT.
 MA1397'
 MA1397'THE STATION MARK IS 169 FEET SOUTHEAST OF A MACADAM ROAD, 294 FEET
 MA1397'NORTHEAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 322 AND 82 FEET
 MA1397'EAST-NORTHEAST OF POWER LINE POLE NO. 37-21.  IT IS A STANDARD
 MA1397'TRAVERSE DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH
 MA1397'WITH THE GROUND AND IS STAMPED BOYER 1967.
 MA1397'
 MA1397'REFERENCE MARK NO. 1 IS 135 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 MA1397'OF THE MACADAM ROAD, 77.5 FEET NORTHEAST OF THE NORTHEAST CORNER
 MA1397'OF A CONCRETE BLOCK BUILDING AND 1.5 FEET NORTHEAST OF POWER LINE
 MA1397'POLE NO. 37-21.  IT IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 MA1397'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED BOYER NO 1
 MA1397'1967.
 MA1397'
 MA1397'REFERENCE MARK NO. 2 IS 105 FEET NORTH OF POWER LINE POLE NO. 37-21,
 MA1397'79 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A MACADAM ROAD AND
 MA1397'55 FEET SOUTHWEST OF A DRIVEWAY TO MR. R.L. ALDENS HOUSE.  IT IS A
 MA1397'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH
 MA1397'WITH THE GROUND AND IS STAMPED BOYER NO. 2 1967.
 MA1397'
 MA1397'THE AZIMUTH MARK IS 27 FEET SOUTH OF THE SOUTHEAST CORNER OF A GREEN
 MA1397'SHINGLED HOUSE, 22 FEET NORTHEAST OF THE APPROXIMATE
 MA1397'CENTER OF U.S. HIGHWAY 322 AND 1.5 FEET SOUTHEAST OF A GUY POLE FOR A
 MA1397'TELEPHONE LINE.  IT IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 MA1397'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED BOYER 1967.
 MA1397'
 MA1397'HEIGHT OF LIGHT ABOVE STATION MARK 22.4 METERS.
 MA1397
 MA1397                          STATION RECOVERY (1967)
 MA1397
 MA1397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 MA1397'1.7 MI SE FROM CRANBERRY.
 MA1397'ABOUT 1.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 322 FROM THE POST
 MA1397'OFFICE IN CRANBERRY TO A MACADAM ROAD AT THE TOP OF THE MOUNTAIN
 MA1397'LEADING NORTH, THENCE, NORTH 0.05 MILE, 169 FEET SOUTHEAST OF
 MA1397'THE MACADAM ROAD, 90.74 FEET SOUTHEAST OF RM 2, 82.19 FEET EAST
 MA1397'OF RM 1, 82 FEET EAST-NORTHEAST OF POWER LINE POLE NO. 37-21, SET
 MA1397'IN THE TOP OF A CONCRETE POST, FLUSH, AND IS ABOUT LEVEL WITH
 MA1397'THE HIGHWAY.
 MA1397
 MA1397                          STATION RECOVERY (2000)
 MA1397
 MA1397'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 MA1397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1400 ***********************************************************************
 MA1400  DESIGNATION -  BOYER AZ MK
 MA1400  PID         -  MA1400
 MA1400  STATE/COUNTY-  PA/VENANGO
 MA1400  USGS QUAD   -  CRANBERRY (1977)
 MA1400
 MA1400                         *CURRENT SURVEY CONTROL
 MA1400  ___________________________________________________________________
 MA1400* NAD 83(1986)-  41 20 15.     (N)    079 41 03.     (W)     SCALED    
 MA1400* NAVD 88     -       472.467  (meters)    1550.09   (feet)  ADJUSTED  
 MA1400  ___________________________________________________________________
 MA1400  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 MA1400  DYNAMIC HT  -         472.249 (meters)    1549.37  (feet)  COMP
 MA1400  MODELED GRAV-     980,148.9   (mgal)                       NAVD 88
 MA1400
 MA1400  VERT ORDER  -  SECOND    CLASS 0
 MA1400
 MA1400.The horizontal coordinates were scaled from a topographic map and have
 MA1400.an estimated accuracy of +/- 6 seconds.
 MA1400
 MA1400.The orthometric height was determined by differential leveling
 MA1400.and adjusted by the National Geodetic Survey in June 1991..
 MA1400
 MA1400.The geoid height was determined by GEOID03.
 MA1400
 MA1400.The dynamic height is computed by dividing the NAVD 88
 MA1400.geopotential number by the normal gravity value computed on the
 MA1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1400.degrees latitude (g = 980.6199 gals.).
 MA1400
 MA1400.The modeled gravity was interpolated from observed gravity values.
 MA1400
 MA1400;                    North         East    Units  Estimated Accuracy
 MA1400;SPC PA N     -   131,830.      438,120.      MT  (+/- 180 meters Scaled)
 MA1400
 MA1400                          SUPERSEDED SURVEY CONTROL
 MA1400
 MA1400  NGVD 29 (??/??/92)  472.631  (m)         1550.62   (f) ADJ UNCH    2 0
 MA1400
 MA1400.Superseded values are not recommended for survey control.
 MA1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1400.See file dsdata.txt to determine how the superseded data were derived.
 MA1400
 MA1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF100770(NAD 83)
 MA1400_MARKER: DZ = AZIMUTH MARK DISK
 MA1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1400_STAMPING: BOYER 1967
 MA1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1400+STABILITY: SURFACE MOTION
 MA1400
 MA1400  HISTORY     - Date     Condition        Report By
 MA1400  HISTORY     - 1967     MONUMENTED       CGS
 MA1400
 MA1400                          STATION DESCRIPTION
 MA1400
 MA1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MA1400'1.7 MI SE FROM CRANBERRY.
 MA1400'ABOUT 1.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 322 FROM THE POST
 MA1400'OFFICE IN CRANBERRY, 230 FEET NORTHWEST OF THE MACADAM ROAD
 MA1400'LEADING NORTH TO THE STATION, 27 FEET SOUTH OF THE SOUTHEAST
 MA1400'CORNER OF A GREEN SHINGLED HOUSE, 22 FEET NORTHEAST OF THE
 MA1400'APPROXIMATE CENTER OF HIGHWAY, 1.5 FEET SOUTHEAST OF A GUYED LINE
 MA1400'POLE, SET IN THE TOP OF A CONCRETE POST, FLUSH, AND IS ABOUT
 MA1400'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1399 ***********************************************************************
 MA1399  DESIGNATION -  BOYER RM 1
 MA1399  PID         -  MA1399
 MA1399  STATE/COUNTY-  PA/VENANGO
 MA1399  USGS QUAD   -  CRANBERRY (1977)
 MA1399
 MA1399                         *CURRENT SURVEY CONTROL
 MA1399  ___________________________________________________________________
 MA1399* NAD 83(1986)-  41 20 14.     (N)    079 41 00.     (W)     SCALED    
 MA1399* NAVD 88     -       475.023  (meters)    1558.47   (feet)  ADJUSTED  
 MA1399  ___________________________________________________________________
 MA1399  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 MA1399  DYNAMIC HT  -         474.804 (meters)    1557.75  (feet)  COMP
 MA1399  MODELED GRAV-     980,148.8   (mgal)                       NAVD 88
 MA1399
 MA1399  VERT ORDER  -  SECOND    CLASS 0
 MA1399
 MA1399.The horizontal coordinates were scaled from a topographic map and have
 MA1399.an estimated accuracy of +/- 6 seconds.
 MA1399
 MA1399.The orthometric height was determined by differential leveling
 MA1399.and adjusted by the National Geodetic Survey in June 1991..
 MA1399
 MA1399.The geoid height was determined by GEOID03.
 MA1399
 MA1399.The dynamic height is computed by dividing the NAVD 88
 MA1399.geopotential number by the normal gravity value computed on the
 MA1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1399.degrees latitude (g = 980.6199 gals.).
 MA1399
 MA1399.The modeled gravity was interpolated from observed gravity values.
 MA1399
 MA1399;                    North         East    Units  Estimated Accuracy
 MA1399;SPC PA N     -   131,800.      438,190.      MT  (+/- 180 meters Scaled)
 MA1399
 MA1399                          SUPERSEDED SURVEY CONTROL
 MA1399
 MA1399  NGVD 29 (??/??/92)  475.187  (m)         1559.01   (f) ADJ UNCH    2 0
 MA1399
 MA1399.Superseded values are not recommended for survey control.
 MA1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1399.See file dsdata.txt to determine how the superseded data were derived.
 MA1399
 MA1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF101770(NAD 83)
 MA1399_MARKER: DR = REFERENCE MARK DISK
 MA1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1399_STAMPING: BOYER NO 1 1967
 MA1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1399+STABILITY: SURFACE MOTION
 MA1399
 MA1399  HISTORY     - Date     Condition        Report By
 MA1399  HISTORY     - 1967     MONUMENTED       CGS
 MA1399  HISTORY     - 20000103 GOOD             PADT
 MA1399
 MA1399                          STATION DESCRIPTION
 MA1399
 MA1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MA1399'1.7 MI SE FROM CRANBERRY.
 MA1399'AT THE BOYER STATION SITE-- 82.19 FEET WEST OF THE STATION, 135
 MA1399'FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE MACADAM ROAD,
 MA1399'77.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE BLOCK
 MA1399'BUILDING, 1.5 FEET NORTHEAST OF POWER LINE POLE NO. 37.21, SET
 MA1399'IN THE TOP OF A CONCRETE POST, FLUSH, AND IS ABOUT LEVEL WITH
 MA1399'THE STATION.
 MA1399
 MA1399                          STATION RECOVERY (2000)
 MA1399
 MA1399'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 MA1399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1398 ***********************************************************************
 MA1398  DESIGNATION -  BOYER RM 2
 MA1398  PID         -  MA1398
 MA1398  STATE/COUNTY-  PA/VENANGO
 MA1398  USGS QUAD   -  CRANBERRY (1977)
 MA1398
 MA1398                         *CURRENT SURVEY CONTROL
 MA1398  ___________________________________________________________________
 MA1398* NAD 83(1986)-  41 20 14.     (N)    079 41 00.     (W)     SCALED    
 MA1398* NAVD 88     -       474.310  (meters)    1556.13   (feet)  ADJUSTED  
 MA1398  ___________________________________________________________________
 MA1398  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 MA1398  DYNAMIC HT  -         474.092 (meters)    1555.42  (feet)  COMP
 MA1398  MODELED GRAV-     980,148.8   (mgal)                       NAVD 88
 MA1398
 MA1398  VERT ORDER  -  SECOND    CLASS 0
 MA1398
 MA1398.The horizontal coordinates were scaled from a topographic map and have
 MA1398.an estimated accuracy of +/- 6 seconds.
 MA1398
 MA1398.The orthometric height was determined by differential leveling
 MA1398.and adjusted by the National Geodetic Survey in June 1991..
 MA1398
 MA1398.The geoid height was determined by GEOID03.
 MA1398
 MA1398.The dynamic height is computed by dividing the NAVD 88
 MA1398.geopotential number by the normal gravity value computed on the
 MA1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1398.degrees latitude (g = 980.6199 gals.).
 MA1398
 MA1398.The modeled gravity was interpolated from observed gravity values.
 MA1398
 MA1398;                    North         East    Units  Estimated Accuracy
 MA1398;SPC PA N     -   131,800.      438,190.      MT  (+/- 180 meters Scaled)
 MA1398
 MA1398                          SUPERSEDED SURVEY CONTROL
 MA1398
 MA1398  NGVD 29 (??/??/92)  474.474  (m)         1556.67   (f) ADJ UNCH    2 0
 MA1398
 MA1398.Superseded values are not recommended for survey control.
 MA1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1398.See file dsdata.txt to determine how the superseded data were derived.
 MA1398
 MA1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF101770(NAD 83)
 MA1398_MARKER: DR = REFERENCE MARK DISK
 MA1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1398_STAMPING: BOYER NO 2 1967
 MA1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1398+STABILITY: SURFACE MOTION
 MA1398
 MA1398  HISTORY     - Date     Condition        Report By
 MA1398  HISTORY     - 1967     MONUMENTED       CGS
 MA1398
 MA1398                          STATION DESCRIPTION
 MA1398
 MA1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MA1398'1.7 MI SE FROM CRANBERRY.
 MA1398'AT THE BOYER STATION SITE-- 90.74 FEET NORTHWEST OF THE STATION,
 MA1398'105 FEET NORTH OF POWER LINE POLE NO. 37-21, 79 FEET SOUTHEAST
 MA1398'OF THE APPROXIMATE CENTER OF THE MACADAM ROAD, 55 FEET SOUTHWEST
 MA1398'OF A DRIVEWAY LEADING TO MR. R.L. ALDENS HOUSE, SET IN THE TOP
 MA1398'OF A CONCRETE POST, FLUSH, AND IS ABOUT 2 FEET BELOW THE LEVEL
 MA1398'OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2059 ***********************************************************************
 MA2059  DESIGNATION -  BOYERS
 MA2059  PID         -  MA2059
 MA2059  STATE/COUNTY-  PA/BUTLER
 MA2059  USGS QUAD   -  WEST SUNBURY (1979)
 MA2059
 MA2059                         *CURRENT SURVEY CONTROL
 MA2059  ___________________________________________________________________
 MA2059* NAD 83(1992)-  41 05 17.65223(N)    079 53 25.87698(W)     ADJUSTED  
 MA2059* NAVD 88     -       454.     (meters)    1489.     (feet)  SCALED    
 MA2059  ___________________________________________________________________
 MA2059  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 MA2059  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 MA2059
 MA2059  HORZ ORDER  -  FIRST
 MA2059
 MA2059.The horizontal coordinates were established by classical geodetic methods
 MA2059.and adjusted by the National Geodetic Survey in June 2002..
 MA2059
 MA2059.The orthometric height was scaled from a topographic map.
 MA2059
 MA2059.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2059
 MA2059.The geoid height was determined by GEOID03.
 MA2059
 MA2059;                    North         East     Units Scale Factor Converg.
 MA2059;SPC PA S     -   197,043.169   420,160.991   MT  1.00002137   -1 23 19.5
 MA2059;SPC PA S     -   646,465.80  1,378,478.18   sFT  1.00002137   -1 23 19.5
 MA2059;UTM  17      - 4,549,145.249   593,185.108   MT  0.99970687   +0 43 45.2
 MA2059
 MA2059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2059!SPC PA S     -   0.99993407  x   1.00002137  =   0.99995544
 MA2059!UTM  17      -   0.99993407  x   0.99970687  =   0.99964096
 MA2059
 MA2059|---------------------------------------------------------------------|
 MA2059| PID    Reference Object                     Distance      Geod. Az  |
 MA2059|                                                           dddmmss.s |
 MA2059| CX3288 BOYERS RM 1                          17.865 METERS 03508     |
 MA2059| MA2057 N WASHINGTON FIRST PRESB CH         APPROX. 8.2 KM 1232919.8 |
 MA2059| CX3289 BOYERS RM 2                          46.915 METERS 16807     |
 MA2059| CX3287 BOYERS AZ MK                                       1801529.2 |
 MA2059| MA2060 PITTSBURGH ERIE AIRWAY BCN 5        APPROX. 9.3 KM 2832503.6 |
 MA2059|---------------------------------------------------------------------|
 MA2059
 MA2059                          SUPERSEDED SURVEY CONTROL
 MA2059
 MA2059  NAD 83(1995)-  41 05 17.65414(N)    079 53 25.87817(W) AD(       ) 1
 MA2059  NAD 83(1986)-  41 05 17.65557(N)    079 53 25.88062(W) AD(       ) 1
 MA2059  NAD 27      -  41 05 17.43370(N)    079 53 26.68840(W) AD(       ) 1
 MA2059
 MA2059.Superseded values are not recommended for survey control.
 MA2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2059.See file dsdata.txt to determine how the superseded data were derived.
 MA2059
 MA2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF9318549145(NAD 83)
 MA2059_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2059
 MA2059  HISTORY     - Date     Condition        Report By
 MA2059  HISTORY     - 1958     MONUMENTED       CGS
 MA2059
 MA2059                          STATION DESCRIPTION
 MA2059
 MA2059'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 MA2059'THE STATION IS LOCATED ON THE WEST RIGHT-OF-WAY OF THE POWER LINE,
 MA2059'APPROXIMATELY 5 MILES NORTHWEST OF NORTH WASHINGTON, 1.5
 MA2059'MILES SOUTH-SOUTHEAST OF BOYERS, 0.05 MILE SOUTHEAST OF A SMALL
 MA2059'CEMETERY AND ON PROPERTY OWNED BY MR. STEVE MENZEL.
 MA2059'
 MA2059'TO REACH THE STATION FROM THE POST OFFICE IN BOYERS, GO SOUTHERLY ON
 MA2059'STATE HIGHWAY 308 FOR 1.4 MILES TO CROSSROADS, TURN
 MA2059'LEFT AND GO EASTERLY ON SURFACED ROAD FOR 0.15 MILE TO WHERE POWER
 MA2059'LINE CROSSES ROAD AND THE STATION ON THE RIGHT.
 MA2059'
 MA2059'STATION MARKS ARE STANDARD DISKS STAMPED BOYERS 1958.  THE SURFACE
 MA2059'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 MA2059'INCHES.  IT IS 76 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE SURFACED
 MA2059'ROAD, 36 FEET WEST OF THE CENTER OF POWER LINE RIGHT-OF-WAY
 MA2059'AND 29 FEET SOUTHWEST OF A LONE POWER POLE WHICH IS NOT BEING USED.
 MA2059'A STANDARD WITNESS POST WAS SET 3 FEET WEST OF THE MARK.  THE
 MA2059'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 24 INCHES
 MA2059'BELOW THE SURFACE OF THE GROUND.
 MA2059'
 MA2059'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BOYERS NO 1 1958, IS
 MA2059'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 MA2059'INCHES.  IT IS 2 FEET SOUTH-SOUTHWEST OF THE FIRST POWER POLE ON THE
 MA2059'SOUTH SIDE OF THE SURFACED ROAD.
 MA2059'
 MA2059'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BOYERS NO 2 1958, IS
 MA2059'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 MA2059'IS 2 FEET NORTH OF POWER POLE AND IN THE CENTER OF POWER LINE
 MA2059'RIGHT-OF-WAY.
 MA2059'
 MA2059'AZIMUTH MARK, A STANDARD DISK STAMPED BOYERS 1958, IS SET IN A SQUARE
 MA2059'CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 2 FEET NORTH OF
 MA2059'POWER POLE.  A STANDARD WITNESS POST WAS SET 2 FEET SOUTHEAST OF THE
 MA2059'MARK.
 MA2059'
 MA2059'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG POWER LINE
 MA2059'FOR 0.4 MILE THE AZIMUTH MARK NEAR POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0189 ***********************************************************************
 LZ0189  DESIGNATION -  BOYLE
 LZ0189  PID         -  LZ0189
 LZ0189  STATE/COUNTY-  PA/COLUMBIA
 LZ0189  USGS QUAD   -  MIFFLINVILLE (1989)
 LZ0189
 LZ0189                         *CURRENT SURVEY CONTROL
 LZ0189  ___________________________________________________________________
 LZ0189* NAD 83(1992)-  41 02 17.81544(N)    076 22 25.12012(W)     ADJUSTED  
 LZ0189* NAVD 88     -       240.863  (meters)     790.23   (feet)  ADJUSTED  
 LZ0189  ___________________________________________________________________
 LZ0189  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 LZ0189  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 LZ0189  DYNAMIC HT  -         240.762 (meters)     789.90  (feet)  COMP
 LZ0189  MODELED GRAV-     980,201.9   (mgal)                       NAVD 88
 LZ0189
 LZ0189  HORZ ORDER  -  SECOND
 LZ0189  VERT ORDER  -  SECOND    CLASS 0
 LZ0189
 LZ0189.The horizontal coordinates were established by classical geodetic methods
 LZ0189.and adjusted by the National Geodetic Survey in June 2002..
 LZ0189
 LZ0189.The orthometric height was determined by differential leveling
 LZ0189.and adjusted by the National Geodetic Survey in June 1991..
 LZ0189
 LZ0189.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ0189
 LZ0189.The geoid height was determined by GEOID03.
 LZ0189
 LZ0189.The dynamic height is computed by dividing the NAVD 88
 LZ0189.geopotential number by the normal gravity value computed on the
 LZ0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0189.degrees latitude (g = 980.6199 gals.).
 LZ0189
 LZ0189.The modeled gravity was interpolated from observed gravity values.
 LZ0189
 LZ0189;                    North         East     Units Scale Factor Converg.
 LZ0189;SPC PA N     -    97,715.606   715,725.553   MT  0.99997861   +0 54 37.8
 LZ0189;SPC PA N     -   320,588.62  2,348,176.25   sFT  0.99997861   +0 54 37.8
 LZ0189;UTM  18      - 4,543,915.564   384,539.716   MT  0.99976407   -0 54 07.1
 LZ0189
 LZ0189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ0189!SPC PA N     -   0.99996733  x   0.99997861  =   0.99994594
 LZ0189!UTM  18      -   0.99996733  x   0.99976407  =   0.99973141
 LZ0189
 LZ0189:                Primary Azimuth Mark                     Grid Az
 LZ0189:SPC PA N     -  DELAY                                    018 45 48.2
 LZ0189:UTM  18      -  DELAY                                    020 34 33.1
 LZ0189
 LZ0189|---------------------------------------------------------------------|
 LZ0189| PID    Reference Object                     Distance      Geod. Az  |
 LZ0189|                                                           dddmmss.s |
 LZ0189| LZ1900 DELAY                               APPROX. 2.9 KM 0194026.0 |
 LZ0189| LZ0188 BOYLE RM 1                           19.082 METERS 07811     |
 LZ0189| LZ0187 BOYLE RM 2                           24.695 METERS 15923     |
 LZ0189|---------------------------------------------------------------------|
 LZ0189
 LZ0189                          SUPERSEDED SURVEY CONTROL
 LZ0189
 LZ0189  NAD 83(1986)-  41 02 17.81351(N)    076 22 25.11955(W) AD(       ) 2
 LZ0189  NAD 27      -  41 02 17.50310(N)    076 22 26.34430(W) AD(       ) 2
 LZ0189  NGVD 29 (??/??/92)  241.079  (m)          790.94   (f) ADJ UNCH    2 0
 LZ0189
 LZ0189.Superseded values are not recommended for survey control.
 LZ0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0189.See file dsdata.txt to determine how the superseded data were derived.
 LZ0189
 LZ0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL8454043916(NAD 83)
 LZ0189_MARKER: DS = TRIANGULATION STATION DISK
 LZ0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0189_STAMPING: BOYLE 1958
 LZ0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0189+STABILITY: SURFACE MOTION
 LZ0189
 LZ0189  HISTORY     - Date     Condition        Report By
 LZ0189  HISTORY     - 1958     MONUMENTED       CGS
 LZ0189  HISTORY     - 1959     GOOD             NGS
 LZ0189
 LZ0189                          STATION DESCRIPTION
 LZ0189
 LZ0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CGS)
 LZ0189'STATION IS LOCATED ABOUT 1-1/2 MILES NORTHWEST OF LIME RIDGE, 4-1/2
 LZ0189'MILES NORTHEAST OF BLOOMSBURG, AT THE NORTHWEST CORNER OF A
 LZ0189'HEDGE ROW, ON PROPERTY OWNED AND IS AT THE PRESENT TIME BY MR. W.J.
 LZ0189'BOYLE.
 LZ0189'
 LZ0189'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 LZ0189'HIGHWAY 93 IN BERWICK.  GO WEST ON HIGHWAY 11 FOR 6.5 MILES TO A
 LZ0189'CROSSROAD, CONTINUE WEST ON HIGHWAY 11 FOR 0.35 MILE TO A CROSSROAD.
 LZ0189'A AMOCO SERVICE STATION IS ON THE RIGHT HAND SIDE OF THE HIGHWAY.
 LZ0189'TURN RIGHT AT THE CROSSROAD AND FOLLOW A HARD SURFACED ROAD NORTHWEST
 LZ0189'FOR 1.25 MILES TO A LARGE TWO-STORY HOUSE ON THE RIGHT HAND SIDE
 LZ0189'OF THE ROAD WHICH IS THE HOME OF MR. BOYLE, CONTINUE NORTH ON THE
 LZ0189'MAIN ROAD FOR 0.15 MILE.  TURN RIGHT AND FOLLOW A FIELD ROAD EAST FOR
 LZ0189'0.1 MILE TO THE NORTHWEST CORNER OF A HEDGE ROW AND STATION.
 LZ0189'
 LZ0189'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF SQUARE CONCRETE
 LZ0189'MONUMENTS.
 LZ0189'
 LZ0189'STATION MARK IS STAMPED BOYLE 1958 AND IS 2 INCHES BELOW THE GROUND
 LZ0189'SURFACE.  IT IS ABOUT 9 FEET NORTH-NORTHWEST OF A STANDARD METAL
 LZ0189'WITNESS POST, 41 FEET NORTHWEST OF A 6-INCH APPLE TREE, 267 FEET
 LZ0189'NORTH OF THE NORTHWEST CORNER OF THE HOME OF MR. BOYLE.
 LZ0189'
 LZ0189'REFERENCE MARK NUMBER 1 IS STAMPED BOYLE NO 1 1958 AND IS FLUSH WITH
 LZ0189'THE GROUND SURFACE.  IT IS ABOUT 3 FEET SOUTH OF THE SOUTH EDGE OF
 LZ0189'A EAST-WEST HEDGE ROW, 72 FEET EAST OF THE WITNESS POST, 262 FEET
 LZ0189'NORTH OF THE NORTHWEST CORNER OF THE HOME OF MR. BOYLE.
 LZ0189'
 LZ0189'REFERENCE MARK NUMBER 2 IS STAMPED BOYLE NO 2 1958 AND IS FLUSH WITH
 LZ0189'THE GROUND SURFACE.  IT IS ABOUT 1 FOOT EAST OF THE EAST EDGE OF A
 LZ0189'NORTH-SOUTH HEDGE ROW, 81 FEET SOUTH OF THE WITNESS POST, 187 FEET
 LZ0189'NORTH OF THE NORTHWEST CORNER OF THE HOME OF MR. BOYLE.
 LZ0189'
 LZ0189'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LZ0189
 LZ0189                          STATION RECOVERY (1959)
 LZ0189
 LZ0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LZ0189'8.2 MI NW FROM BERWICK.
 LZ0189'ABOUT 6.65 MILES WEST ALONG D.L. AND W. R.R. FROM BERWICK, THENCE
 LZ0189'0.50 MILE NORTH WEST ON BLACK TOP ROAD, THENCE 0.35 MILE WEST
 LZ0189'ON A GRAVEL ROAD, THENCE 0.75 MILE NORTH WEST ON A BLACK TOP
 LZ0189'ROAD, ABOUT 75 YARDS NORTH WEST OF A TWO-STORY FRAME HOUSE, AT
 LZ0189'THE NORTH WEST CORNER OF THE GARDEN PLOT IN THE TREE FENCE ROW,
 LZ0189'82 FEET NORTH OF RM NO. 2, 63 FEET WEST OF RM NO. 1, 49 FEET
 LZ0189'NORTH WEST OF A MAPLE TREE, 2 FEET BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0188 ***********************************************************************
 LZ0188  DESIGNATION -  BOYLE RM 1
 LZ0188  PID         -  LZ0188
 LZ0188  STATE/COUNTY-  PA/COLUMBIA
 LZ0188  USGS QUAD   -  MIFFLINVILLE (1989)
 LZ0188
 LZ0188                         *CURRENT SURVEY CONTROL
 LZ0188  ___________________________________________________________________
 LZ0188* NAD 83(1986)-  41 02 17.     (N)    076 22 25.     (W)     SCALED    
 LZ0188* NAVD 88     -       241.243  (meters)     791.48   (feet)  ADJUSTED  
 LZ0188  ___________________________________________________________________
 LZ0188  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 LZ0188  DYNAMIC HT  -         241.142 (meters)     791.15  (feet)  COMP
 LZ0188  MODELED GRAV-     980,201.9   (mgal)                       NAVD 88
 LZ0188
 LZ0188  VERT ORDER  -  SECOND    CLASS 0
 LZ0188
 LZ0188.The horizontal coordinates were scaled from a topographic map and have
 LZ0188.an estimated accuracy of +/- 6 seconds.
 LZ0188
 LZ0188.The orthometric height was determined by differential leveling
 LZ0188.and adjusted by the National Geodetic Survey in June 1991..
 LZ0188
 LZ0188.The geoid height was determined by GEOID03.
 LZ0188
 LZ0188.The dynamic height is computed by dividing the NAVD 88
 LZ0188.geopotential number by the normal gravity value computed on the
 LZ0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0188.degrees latitude (g = 980.6199 gals.).
 LZ0188
 LZ0188.The modeled gravity was interpolated from observed gravity values.
 LZ0188
 LZ0188;                    North         East    Units  Estimated Accuracy
 LZ0188;SPC PA N     -    97,690.      715,730.      MT  (+/- 180 meters Scaled)
 LZ0188
 LZ0188                          SUPERSEDED SURVEY CONTROL
 LZ0188
 LZ0188  NGVD 29 (??/??/92)  241.459  (m)          792.19   (f) ADJ UNCH    2 0
 LZ0188
 LZ0188.Superseded values are not recommended for survey control.
 LZ0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0188.See file dsdata.txt to determine how the superseded data were derived.
 LZ0188
 LZ0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL845438(NAD 83)
 LZ0188_MARKER: DR = REFERENCE MARK DISK
 LZ0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0188_STAMPING: BOYLE NO 1 1958
 LZ0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0188+STABILITY: SURFACE MOTION
 LZ0188
 LZ0188  HISTORY     - Date     Condition        Report By
 LZ0188  HISTORY     - 1958     MONUMENTED       CGS
 LZ0188  HISTORY     - 1959     GOOD             NGS
 LZ0188
 LZ0188                          STATION DESCRIPTION
 LZ0188
 LZ0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LZ0188'8.2 MI NW FROM BERWICK.
 LZ0188'ABOUT 6.65 MILES WEST ALONG D.L. AND W.R.R. FROM BERWICK, THENCE
 LZ0188'0.50 MILE NORTH WEST ON BLACK TOP ROAD, THENCE 0.35 MILE WEST
 LZ0188'ON A GRAVEL ROAD, THENCE 0.75 MILE NORTH WEST ON A BLACK TOP ROAD,
 LZ0188'ABOUT 75 YARDS NORTH OF THE TWO-STORY FRAME HOUSE AT THE NORTH SIDE
 LZ0188'OF THE GARDEN, 63 FEET EAST OF THE STATION BM, 92 FEET NORTH EAST
 LZ0188'OF RM NO. 2, 23 FEET NORTH OF AN APPLE TREE, 7 FEET SOUTH WEST OF
 LZ0188'A CRAB APPLE TREE IN THE FENCE LINE PROJECTING ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0187 ***********************************************************************
 LZ0187  DESIGNATION -  BOYLE RM 2
 LZ0187  PID         -  LZ0187
 LZ0187  STATE/COUNTY-  PA/COLUMBIA
 LZ0187  USGS QUAD   -  MIFFLINVILLE (1989)
 LZ0187
 LZ0187                         *CURRENT SURVEY CONTROL
 LZ0187  ___________________________________________________________________
 LZ0187* NAD 83(1986)-  41 02 17.     (N)    076 22 25.     (W)     SCALED    
 LZ0187* NAVD 88     -       240.595  (meters)     789.35   (feet)  ADJUSTED  
 LZ0187  ___________________________________________________________________
 LZ0187  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 LZ0187  DYNAMIC HT  -         240.494 (meters)     789.02  (feet)  COMP
 LZ0187  MODELED GRAV-     980,201.9   (mgal)                       NAVD 88
 LZ0187
 LZ0187  VERT ORDER  -  SECOND    CLASS 0
 LZ0187
 LZ0187.The horizontal coordinates were scaled from a topographic map and have
 LZ0187.an estimated accuracy of +/- 6 seconds.
 LZ0187
 LZ0187.The orthometric height was determined by differential leveling
 LZ0187.and adjusted by the National Geodetic Survey in June 1991..
 LZ0187
 LZ0187.The geoid height was determined by GEOID03.
 LZ0187
 LZ0187.The dynamic height is computed by dividing the NAVD 88
 LZ0187.geopotential number by the normal gravity value computed on the
 LZ0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0187.degrees latitude (g = 980.6199 gals.).
 LZ0187
 LZ0187.The modeled gravity was interpolated from observed gravity values.
 LZ0187
 LZ0187;                    North         East    Units  Estimated Accuracy
 LZ0187;SPC PA N     -    97,690.      715,730.      MT  (+/- 180 meters Scaled)
 LZ0187
 LZ0187                          SUPERSEDED SURVEY CONTROL
 LZ0187
 LZ0187  NGVD 29 (??/??/92)  240.811  (m)          790.06   (f) ADJ UNCH    2 0
 LZ0187
 LZ0187.Superseded values are not recommended for survey control.
 LZ0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0187.See file dsdata.txt to determine how the superseded data were derived.
 LZ0187
 LZ0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL845438(NAD 83)
 LZ0187_MARKER: DR = REFERENCE MARK DISK
 LZ0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0187_STAMPING: BOYLE NO 2 1958
 LZ0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0187+STABILITY: SURFACE MOTION
 LZ0187
 LZ0187  HISTORY     - Date     Condition        Report By
 LZ0187  HISTORY     - 1958     MONUMENTED       CGS
 LZ0187  HISTORY     - 1959     GOOD             NGS
 LZ0187
 LZ0187                          STATION DESCRIPTION
 LZ0187
 LZ0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LZ0187'8.2 MI NW FROM BERWICK.
 LZ0187'ABOUT 6.65 MILES WEST ALONG D.L. AND W.R.R. FROM BERWICK, THENCE
 LZ0187'0.50 MILE NORTH WEST ON BLACK TOP ROAD, THENCE 0.35 MILE WEST ON
 LZ0187'GRAVEL ROAD, THENCE 0.75 MILE NORTH WEST ON A BLACK TOP ROAD,
 LZ0187'ABOUT 50 YARDS NORTH WEST OF A TWO-STORY FRAME HOUSE, IN THE EAST
 LZ0187'EDGE OF A GARDEN PLOT IN TREE FENCE ROW, 82 FEET SOUTH OF STATION
 LZ0187'BM, 92 FEET SOUTH WEST OF RM NO. 1, 10 FEET SOUTH EAST OF A 1
 LZ0187'FOOT WALNUT TREE, 118 PACES NORTH OF THE BLACK TOP ROAD, ABOUT
 LZ0187'LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1234 ***********************************************************************
 JW1234  DESIGNATION -  BOYNTON
 JW1234  PID         -  JW1234
 JW1234  STATE/COUNTY-  PA/SOMERSET
 JW1234  USGS QUAD   -  MEYERSDALE (1981)
 JW1234
 JW1234                         *CURRENT SURVEY CONTROL
 JW1234  ___________________________________________________________________
 JW1234* NAD 83(1992)-  39 46 42.74773(N)    079 03 07.27899(W)     ADJUSTED  
 JW1234* NAVD 88     -       697.7    (meters)    2289.     (feet)  VERTCON   
 JW1234  ___________________________________________________________________
 JW1234  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 JW1234  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JW1234
 JW1234  HORZ ORDER  -  SECOND
 JW1234
 JW1234.The horizontal coordinates were established by classical geodetic methods
 JW1234.and adjusted by the National Geodetic Survey in June 2002..
 JW1234
 JW1234.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1234
 JW1234.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1234
 JW1234.The geoid height was determined by GEOID03.
 JW1234
 JW1234;                    North         East     Units Scale Factor Converg.
 JW1234;SPC PA S     -    50,256.056   488,457.916   MT  1.00002781   -0 50 41.1
 JW1234;SPC PA S     -   164,881.74  1,602,549.01   sFT  1.00002781   -0 50 41.1
 JW1234;SPC MD       -   236,417.767   224,206.961   MT  1.00007401   -1 17 16.5
 JW1234;SPC MD       -   775,647.29    735,585.67   sFT  1.00007401   -1 17 16.5
 JW1234;UTM  17      - 4,404,992.725   666,820.633   MT  0.99994262   +1 14 47.9
 JW1234
 JW1234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1234!SPC PA S     -   0.99989553  x   1.00002781  =   0.99992333
 JW1234!SPC MD       -   0.99989553  x   1.00007401  =   0.99996953
 JW1234!UTM  17      -   0.99989553  x   0.99994262  =   0.99983815
 JW1234
 JW1234:                Primary Azimuth Mark                     Grid Az
 JW1234:SPC PA S     -  BEAR MTN LOT HAYS MILL LOT               053 12 11.4
 JW1234:SPC MD       -  BEAR MTN LOT HAYS MILL LOT               053 38 46.8
 JW1234:UTM  17      -  BEAR MTN LOT HAYS MILL LOT               051 06 42.4
 JW1234
 JW1234|---------------------------------------------------------------------|
 JW1234| PID    Reference Object                     Distance      Geod. Az  |
 JW1234|                                                           dddmmss.s |
 JW1234| JW1523 BEAR MTN LOT HAYS MILL LOT          APPROX.10.1 KM 0522130.3 |
 JW1234| CX3291 BOYNTON RM 1                          4.929 METERS 05752     |
 JW1234| CX3290 BOYNTON AZ MK                                      0744824.8 |
 JW1234| CX3292 BOYNTON RM 2                          6.852 METERS 27258     |
 JW1234|---------------------------------------------------------------------|
 JW1234
 JW1234                          SUPERSEDED SURVEY CONTROL
 JW1234
 JW1234  NAD 83(1995)-  39 46 42.74861(N)    079 03 07.27923(W) AD(       ) 2
 JW1234  NAD 83(1991)-  39 46 42.74927(N)    079 03 07.28404(W) AD(       ) 2
 JW1234  NAD 83(1986)-  39 46 42.75168(N)    079 03 07.28631(W) AD(       ) 2
 JW1234  NAD 27      -  39 46 42.45460(N)    079 03 08.19026(W) AD(       ) 2
 JW1234  NGVD 29 (07/19/86)  697.8    (m)         2289.     (f) VERT ANG       
 JW1234
 JW1234.Superseded values are not recommended for survey control.
 JW1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1234.See file dsdata.txt to determine how the superseded data were derived.
 JW1234
 JW1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE6682104993(NAD 83)
 JW1234_MARKER: DE = TRAVERSE STATION DISK
 JW1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1234_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JW1234
 JW1234  HISTORY     - Date     Condition        Report By
 JW1234  HISTORY     - 1967     MONUMENTED       CGS
 JW1234
 JW1234                          STATION DESCRIPTION
 JW1234
 JW1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 JW1234'THE STATION IS LOCATED ABOUT 3 MILES SOUTH-SOUTHWEST OF MEYERSDALE,
 JW1234'2.5 MILES NORTH-NORTHEAST OF SALISBURY, 1.2 MILES NORTH-NORTHEAST
 JW1234'OF BOYNTON AND 0.5 MILE WEST OF THE CASSELMAN RIVER.  IT IS ON A LOW
 JW1234'BARE HILL ON PROPERTY OWNED BY MR.  ERNEST L. PRITT.
 JW1234'
 JW1234'TO REACH THE STATION FROM THE POST OFFICE IN MEYERSDALE, GO SOUTH ON
 JW1234'CENTER STREET FOR 0.2 MILE TO THE JUNCTION OF U.S.  HIGHWAY 219,
 JW1234'CONTINUE SOUTH ON U.S. HIGHWAY 219 FOR 2.5 MILES TO A SIDE ROAD LEFT
 JW1234'AND THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH ON U.S. HIGHWAY
 JW1234'219 FOR 1.8 MILES TO A CROSSROAD, TURN RIGHT AND GO NORTHEAST ON THE
 JW1234'PAVED ROAD FOR 0.2 MILE TO A T-ROAD, JUST AFTER PASSING OVER A
 JW1234'STEEL BRIDGE AND RAILROAD TRACKS, TURN RIGHT AND GO NORTHEAST ON THE
 JW1234'PAVED ROAD FOR 0.3 MILE TO A FORK, TAKE THE LEFT FORK AND GO NORTH
 JW1234'ON THE GRAVELED ROAD FOR 0.55 MILE TO A STRIP MINING AREA, TURN
 JW1234'SHARP LEFT AND GO SOUTHEAST FOR 0.1 MILE TO A LARGE RED BARN, TURN
 JW1234'RIGHT AND GO SOUTHWEST ON THE TRACK ROAD FOR 0.2 MILE TO THE TOP
 JW1234'OF HILL AND THE STATION ON THE LEFT.
 JW1234'
 JW1234'THE STATION MARK IS 13 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 JW1234'THE TRACK ROAD, 4 FEET SOUTHWEST OF THE NORTH ONE OF TWO LOCUST
 JW1234'TREES AND 4 FEET NORTH OF A METAL WITNESS POST.  THE MARK IS A
 JW1234'STANDARD TRAVERSE DISK SET IN THE TOP OF A ROUND CONCRETE POST
 JW1234'PROJECTING 2 INCHES AND IS STAMPED BOYNTON 1967.
 JW1234'
 JW1234'REFERENCE MARK NO. 1 IS 19 FEET NORTHEAST OF A METAL WITNESS POST, 17
 JW1234'FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE TRACK ROAD AND 12
 JW1234'FEET EAST OF THE NORTH ONE OF TWO LOCUST TREES.  THE MARK IS A
 JW1234'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 2
 JW1234'INCHES AND IS STAMPED BOYNTON NO 1 1967.
 JW1234'
 JW1234'REFERENCE MARK NO. 2 IS 25 FEET WEST OF THE NORTH ONE OF TWO LOCUST
 JW1234'TREES, 22.2 FEET WEST-NORTHWEST OF A METAL WITNESS POST AND 16 FEET
 JW1234'SOUTHWEST OF THE END OF THE TRACK ROAD.  THE MARK IS A STANDARD DISK
 JW1234'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 3 INCHES AND IS
 JW1234'STAMPED BOYNTON NO 2 1967.
 JW1234'
 JW1234'THE AZIMUTH MARK IS 30 FEET WEST OF THE APPROXIMATE CENTER OF THE
 JW1234'PAVED ROAD, 27 FEET EAST OF THE CENTERLINE OF U.S.  HIGHWAY 219,
 JW1234'3.3 FEET SOUTH OF POWERLINE POLE NO. 6219-S AND 2.6 FEET NORTH OF A
 JW1234'METAL WITNESS POST.  THE MARK IS A STANDARD DISK SET IN THE TOP
 JW1234'OF A ROUND CONCRETE POST PROJECTING 2 INCHES AND IS STAMPED BOYNTON
 JW1234'1967.
 JW1234'
 JW1234'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0044 ***********************************************************************
 KY0044  DESIGNATION -  BR 26
 KY0044  PID         -  KY0044
 KY0044  STATE/COUNTY-  PA/BEAVER
 KY0044  USGS QUAD   -  BEAVER (1979)
 KY0044
 KY0044                         *CURRENT SURVEY CONTROL
 KY0044  ___________________________________________________________________
 KY0044* NAD 83(1986)-  40 42 23.     (N)    080 17 34.     (W)     SCALED    
 KY0044* NAVD 88     -       217.087  (meters)     712.23   (feet)  ADJUSTED  
 KY0044  ___________________________________________________________________
 KY0044  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 KY0044  DYNAMIC HT  -         216.978 (meters)     711.87  (feet)  COMP
 KY0044  MODELED GRAV-     980,117.1   (mgal)                       NAVD 88
 KY0044
 KY0044  VERT ORDER  -  FIRST     CLASS II
 KY0044
 KY0044.The horizontal coordinates were scaled from a topographic map and have
 KY0044.an estimated accuracy of +/- 6 seconds.
 KY0044
 KY0044.The orthometric height was determined by differential leveling
 KY0044.and adjusted by the National Geodetic Survey in June 1991..
 KY0044
 KY0044.The geoid height was determined by GEOID03.
 KY0044
 KY0044.The dynamic height is computed by dividing the NAVD 88
 KY0044.geopotential number by the normal gravity value computed on the
 KY0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0044.degrees latitude (g = 980.6199 gals.).
 KY0044
 KY0044.The modeled gravity was interpolated from observed gravity values.
 KY0044
 KY0044;                    North         East    Units  Estimated Accuracy
 KY0044;SPC PA S     -   155,550.      385,150.      MT  (+/- 180 meters Scaled)
 KY0044
 KY0044                          SUPERSEDED SURVEY CONTROL
 KY0044
 KY0044  NGVD 29 (??/??/92)  217.21   (m)          712.6    (f) COMPUTED    1 2
 KY0044
 KY0044.Superseded values are not recommended for survey control.
 KY0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0044.See file dsdata.txt to determine how the superseded data were derived.
 KY0044
 KY0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF597064(NAD 83)
 KY0044_MARKER: Q = CHISELED SQUARE
 KY0044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0044_SP_SET: ABUTMENT
 KY0044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0044
 KY0044  HISTORY     - Date     Condition        Report By
 KY0044  HISTORY     - UNK      MONUMENTED       CGS
 KY0044  HISTORY     - 1950     GOOD             NGS
 KY0044  HISTORY     - 1966     MARK NOT FOUND   NGS
 KY0044
 KY0044                          STATION DESCRIPTION
 KY0044
 KY0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY0044'0.8 MI NW FROM ROCHESTER.
 KY0044'0.8 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KY0044'AT ROCHESTER ALONG THE OLD RIGHT OF WAY, IN THE OLD BRIDGE 26, WHICH
 KY0044'IS THE OVERPASS OVER STATE HIGHWAY 18.  IT IS ON THE TOP AND
 KY0044'NORTHEAST CORNER OF THE SOUTH ABUTMENT, 12.5 FEET EAST OF THE
 KY0044'EAST RAIL AND 2 FEET BELOW THE LEVEL OF THE TRACK.  THE MARK IS A
 KY0044'2 INCH OUTLINED SQUARE LETTERED B.M.
 KY0044
 KY0044                          STATION RECOVERY (1966)
 KY0044
 KY0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KY0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0045 ***********************************************************************
 KY0045  DESIGNATION -  BR 27
 KY0045  PID         -  KY0045
 KY0045  STATE/COUNTY-  PA/BEAVER
 KY0045  USGS QUAD   -  BEAVER (1979)
 KY0045
 KY0045                         *CURRENT SURVEY CONTROL
 KY0045  ___________________________________________________________________
 KY0045* NAD 83(1986)-  40 42 41.     (N)    080 17 42.     (W)     SCALED    
 KY0045* NAVD 88     -       219.340  (meters)     719.62   (feet)  ADJUSTED  
 KY0045  ___________________________________________________________________
 KY0045  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 KY0045  DYNAMIC HT  -         219.229 (meters)     719.25  (feet)  COMP
 KY0045  MODELED GRAV-     980,117.7   (mgal)                       NAVD 88
 KY0045
 KY0045  VERT ORDER  -  FIRST     CLASS II
 KY0045
 KY0045.The horizontal coordinates were scaled from a topographic map and have
 KY0045.an estimated accuracy of +/- 6 seconds.
 KY0045
 KY0045.The orthometric height was determined by differential leveling
 KY0045.and adjusted by the National Geodetic Survey in June 1991..
 KY0045
 KY0045.The geoid height was determined by GEOID03.
 KY0045
 KY0045.The dynamic height is computed by dividing the NAVD 88
 KY0045.geopotential number by the normal gravity value computed on the
 KY0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0045.degrees latitude (g = 980.6199 gals.).
 KY0045
 KY0045.The modeled gravity was interpolated from observed gravity values.
 KY0045
 KY0045;                    North         East    Units  Estimated Accuracy
 KY0045;SPC PA S     -   156,110.      384,980.      MT  (+/- 180 meters Scaled)
 KY0045
 KY0045                          SUPERSEDED SURVEY CONTROL
 KY0045
 KY0045  NGVD 29 (??/??/92)  219.46   (m)          720.0    (f) COMPUTED    1 2
 KY0045
 KY0045.Superseded values are not recommended for survey control.
 KY0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0045.See file dsdata.txt to determine how the superseded data were derived.
 KY0045
 KY0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF595069(NAD 83)
 KY0045_MARKER: Q = CHISELED SQUARE
 KY0045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0045_SP_SET: ABUTMENT
 KY0045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0045
 KY0045  HISTORY     - Date     Condition        Report By
 KY0045  HISTORY     - UNK      MONUMENTED       CGS
 KY0045  HISTORY     - 1950     GOOD             NGS
 KY0045  HISTORY     - 1966     MARK NOT FOUND   NGS
 KY0045
 KY0045                          STATION DESCRIPTION
 KY0045
 KY0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY0045'1.2 MI NW FROM ROCHESTER.
 KY0045'1.2 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY0045'STATION AT ROCHESTER, IN BRIDGE 27 ALONG THE OLD TRACKS WHICH ARE
 KY0045'EAST OF STATE HIGHWAY 18.  IT IS ON THE TOP AND NORTHEAST CORNER
 KY0045'OF THE SOUTH ABUTMENT, 9.5 FEET EAST OF THE EAST RAIL AND 4
 KY0045'FEET BELOW THE LEVEL OF THE TRACK.  THE MARK IS A 2 INCH OUTLINED
 KY0045'SQUARE LETTERED B.M. BRIDGE 27 IS A OVERPASS OVER A SMALL ROAD.
 KY0045
 KY0045                          STATION RECOVERY (1966)
 KY0045
 KY0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KY0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0048 ***********************************************************************
 KY0048  DESIGNATION -  BR 27 1/2
 KY0048  PID         -  KY0048
 KY0048  STATE/COUNTY-  PA/BEAVER
 KY0048  USGS QUAD   -  BEAVER (1979)
 KY0048
 KY0048                         *CURRENT SURVEY CONTROL
 KY0048  ___________________________________________________________________
 KY0048* NAD 83(1986)-  40 43 15.     (N)    080 18 19.     (W)     SCALED    
 KY0048* NAVD 88     -       223.742  (meters)     734.06   (feet)  ADJUSTED  
 KY0048  ___________________________________________________________________
 KY0048  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KY0048  DYNAMIC HT  -         223.629 (meters)     733.69  (feet)  COMP
 KY0048  MODELED GRAV-     980,116.8   (mgal)                       NAVD 88
 KY0048
 KY0048  VERT ORDER  -  FIRST     CLASS I
 KY0048
 KY0048.The horizontal coordinates were scaled from a topographic map and have
 KY0048.an estimated accuracy of +/- 6 seconds.
 KY0048
 KY0048.The orthometric height was determined by differential leveling
 KY0048.and adjusted by the National Geodetic Survey in June 1991..
 KY0048
 KY0048.The geoid height was determined by GEOID03.
 KY0048
 KY0048.The dynamic height is computed by dividing the NAVD 88
 KY0048.geopotential number by the normal gravity value computed on the
 KY0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0048.degrees latitude (g = 980.6199 gals.).
 KY0048
 KY0048.The modeled gravity was interpolated from observed gravity values.
 KY0048
 KY0048;                    North         East    Units  Estimated Accuracy
 KY0048;SPC PA S     -   157,190.      384,140.      MT  (+/- 180 meters Scaled)
 KY0048
 KY0048                          SUPERSEDED SURVEY CONTROL
 KY0048
 KY0048  NGVD 29 (??/??/92)  223.858  (m)          734.44   (f) ADJ UNCH    1 1
 KY0048
 KY0048.Superseded values are not recommended for survey control.
 KY0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0048.See file dsdata.txt to determine how the superseded data were derived.
 KY0048
 KY0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF586080(NAD 83)
 KY0048_MARKER: Q = CHISELED SQUARE
 KY0048_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0048_SP_SET: ABUTMENT
 KY0048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0048
 KY0048  HISTORY     - Date     Condition        Report By
 KY0048  HISTORY     - UNK      MONUMENTED       CGS
 KY0048  HISTORY     - 1966     GOOD             NGS
 KY0048
 KY0048                          STATION DESCRIPTION
 KY0048
 KY0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY0048'1.5 MI S FROM NEW BRIGHTON.
 KY0048'ABOUT 1.2 MILES SOUTH ALONG FIFTH AVENUE FROM THE SOUTH END OF
 KY0048'THE STATE HIGHWAY 18 BRIDGE OVER BEAVER RIVER, THENCE 0.3 MILE
 KY0048'SOUTHEAST ALONG A SPUR TRACK OF THE PENNSYLVANIA RAILROAD,
 KY0048'75 YARDS WEST OF THE TRACK, ON THE TOP OF THE NORTHEAST CORNER
 KY0048'OF THE EAST END OF THE SOUTH STONE ABUTMENT TO AN OLD ABANDONED
 KY0048'RAILROAD BED OVERPASS OVER A NARROW GRAVELED ROAD, 21 FEET SOUTH
 KY0048'OF BENCH MARK G 199 DESCRIBED, 0.3 FEET SOUTHWEST OF THE NORTHEAST
 KY0048'CORNER OF THE STONE, 3 FEET BELOW LEVEL OF OLD TRACK BED AND
 KY0048'ABOUT LEVEL WITH TRACKS.  THE LETTERS BM IS CHISLED IN THE STONE
 KY0048'JUST WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0052 ***********************************************************************
 KY0052  DESIGNATION -  BR 29
 KY0052  PID         -  KY0052
 KY0052  STATE/COUNTY-  PA/BEAVER
 KY0052  USGS QUAD   -  BEAVER (1979)
 KY0052
 KY0052                         *CURRENT SURVEY CONTROL
 KY0052  ___________________________________________________________________
 KY0052* NAD 83(1986)-  40 44 24.     (N)    080 19 03.     (W)     SCALED    
 KY0052* NAVD 88     -       228.350  (meters)     749.18   (feet)  ADJUSTED  
 KY0052  ___________________________________________________________________
 KY0052  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 KY0052  DYNAMIC HT  -         228.236 (meters)     748.80  (feet)  COMP
 KY0052  MODELED GRAV-     980,117.7   (mgal)                       NAVD 88
 KY0052
 KY0052  VERT ORDER  -  FIRST     CLASS I
 KY0052
 KY0052.The horizontal coordinates were scaled from a topographic map and have
 KY0052.an estimated accuracy of +/- 6 seconds.
 KY0052
 KY0052.The orthometric height was determined by differential leveling
 KY0052.and adjusted by the National Geodetic Survey in June 1991..
 KY0052
 KY0052.The geoid height was determined by GEOID03.
 KY0052
 KY0052.The dynamic height is computed by dividing the NAVD 88
 KY0052.geopotential number by the normal gravity value computed on the
 KY0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0052.degrees latitude (g = 980.6199 gals.).
 KY0052
 KY0052.The modeled gravity was interpolated from observed gravity values.
 KY0052
 KY0052;                    North         East    Units  Estimated Accuracy
 KY0052;SPC PA S     -   159,340.      383,170.      MT  (+/- 180 meters Scaled)
 KY0052
 KY0052                          SUPERSEDED SURVEY CONTROL
 KY0052
 KY0052  NGVD 29 (??/??/92)  228.475  (m)          749.59   (f) ADJ UNCH    1 1
 KY0052
 KY0052.Superseded values are not recommended for survey control.
 KY0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0052.See file dsdata.txt to determine how the superseded data were derived.
 KY0052
 KY0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF576101(NAD 83)
 KY0052_MARKER: Q = CHISELED SQUARE
 KY0052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0052_SP_SET: ABUTMENT
 KY0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0052
 KY0052  HISTORY     - Date     Condition        Report By
 KY0052  HISTORY     - UNK      MONUMENTED       CGS
 KY0052  HISTORY     - 1966     GOOD             NGS
 KY0052
 KY0052                          STATION DESCRIPTION
 KY0052
 KY0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY0052'AT NEW BRIGHTON.
 KY0052'AT NEW BRIGHTON, A 2 IN OUTLINED SQUARE ON THE TOP OF THE EAST
 KY0052'END OF THE SOUTH STONE ABUTMENT TO STATE HIGHWAY 18 BRIDGE OVER
 KY0052'BEAVER RIVER, LETTERS BM CUT IN THE STONE JUST SOUTH OF THE MARK,
 KY0052'4.3 FEET EAST OF THE EAST CURB LINE OF THE BRIDGE, 2.9 FEET SOUTH
 KY0052'OF THE NORTH FACE OF THE STONE PORTION OF THE ABUTMENT, 0.3
 KY0052'FOOT WEST OF THE EAST END OF THE ABUTMENT AND 2 1/2 FEET BELOW
 KY0052'LEVEL OF ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0070 ***********************************************************************
 KY0070  DESIGNATION -  BR 38
 KY0070  PID         -  KY0070
 KY0070  STATE/COUNTY-  PA/BEAVER
 KY0070  USGS QUAD   -  BEAVER FALLS (1990)
 KY0070
 KY0070                         *CURRENT SURVEY CONTROL
 KY0070  ___________________________________________________________________
 KY0070* NAD 83(1986)-  40 48 56.     (N)    080 19 47.     (W)     SCALED    
 KY0070* NAVD 88     -       289.832  (meters)     950.89   (feet)  ADJUSTED  
 KY0070  ___________________________________________________________________
 KY0070  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KY0070  DYNAMIC HT  -         289.686 (meters)     950.41  (feet)  COMP
 KY0070  MODELED GRAV-     980,113.7   (mgal)                       NAVD 88
 KY0070
 KY0070  VERT ORDER  -  FIRST     CLASS II
 KY0070
 KY0070.The horizontal coordinates were scaled from a topographic map and have
 KY0070.an estimated accuracy of +/- 6 seconds.
 KY0070
 KY0070.The orthometric height was determined by differential leveling
 KY0070.and adjusted by the National Geodetic Survey in June 1991..
 KY0070
 KY0070.The geoid height was determined by GEOID03.
 KY0070
 KY0070.The dynamic height is computed by dividing the NAVD 88
 KY0070.geopotential number by the normal gravity value computed on the
 KY0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0070.degrees latitude (g = 980.6199 gals.).
 KY0070
 KY0070.The modeled gravity was interpolated from observed gravity values.
 KY0070
 KY0070;                    North         East    Units  Estimated Accuracy
 KY0070;SPC PA S     -   167,760.      382,390.      MT  (+/- 180 meters Scaled)
 KY0070
 KY0070                          SUPERSEDED SURVEY CONTROL
 KY0070
 KY0070  NGVD 29 (??/??/92)  289.95   (m)          951.3    (f) COMPUTED    1 2
 KY0070
 KY0070.Superseded values are not recommended for survey control.
 KY0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0070.See file dsdata.txt to determine how the superseded data were derived.
 KY0070
 KY0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF565184(NAD 83)
 KY0070_MARKER: Z = SEE DESCRIPTION
 KY0070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0070_SP_SET: STEP
 KY0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0070
 KY0070  HISTORY     - Date     Condition        Report By
 KY0070  HISTORY     - UNK      MONUMENTED       CGS
 KY0070  HISTORY     - 1950     POOR             NGS
 KY0070  HISTORY     - 1966     MARK NOT FOUND   NGS
 KY0070
 KY0070                          STATION DESCRIPTION
 KY0070
 KY0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY0070'AT HOMEWOOD.
 KY0070'AT HOMEWOOD, IN BRIDGE 34-84.  IT IS ON THE TOP STEP OF THE
 KY0070'NORTHEAST WINGWALL OF THE BRIDGE, NO VISABLE MARKING WAS FOUND
 KY0070'ON THE BRIDGE, HOWEVER A DEFFINATE HIGH POINT IS ON THE CORNER
 KY0070'AND IT WAS ASSUMED THAT IT MAY HAVE BEEN THE ORIGINAL MARK.
 KY0070'NOTE-- IT IS DOUBTFULL IF THIS POINT IS THE ORIGINAL MARK AS
 KY0070'IT FAILED TO CHECK ANY OF THE OLD ELEVATIONS.
 KY0070
 KY0070                          STATION RECOVERY (1966)
 KY0070
 KY0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KY0070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0072 ***********************************************************************
 KY0072  DESIGNATION -  BR 39
 KY0072  PID         -  KY0072
 KY0072  STATE/COUNTY-  PA/BEAVER
 KY0072  USGS QUAD   -  BEAVER FALLS (1990)
 KY0072
 KY0072                         *CURRENT SURVEY CONTROL
 KY0072  ___________________________________________________________________
 KY0072* NAD 83(1986)-  40 49 02.     (N)    080 19 56.     (W)     SCALED    
 KY0072* NAVD 88     -       291.923  (meters)     957.75   (feet)  ADJUSTED  
 KY0072  ___________________________________________________________________
 KY0072  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KY0072  DYNAMIC HT  -         291.775 (meters)     957.27  (feet)  COMP
 KY0072  MODELED GRAV-     980,113.5   (mgal)                       NAVD 88
 KY0072
 KY0072  VERT ORDER  -  FIRST     CLASS I
 KY0072
 KY0072.The horizontal coordinates were scaled from a topographic map and have
 KY0072.an estimated accuracy of +/- 6 seconds.
 KY0072
 KY0072.The orthometric height was determined by differential leveling
 KY0072.and adjusted by the National Geodetic Survey in June 1991..
 KY0072
 KY0072.The geoid height was determined by GEOID03.
 KY0072
 KY0072.The dynamic height is computed by dividing the NAVD 88
 KY0072.geopotential number by the normal gravity value computed on the
 KY0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0072.degrees latitude (g = 980.6199 gals.).
 KY0072
 KY0072.The modeled gravity was interpolated from observed gravity values.
 KY0072
 KY0072;                    North         East    Units  Estimated Accuracy
 KY0072;SPC PA S     -   167,950.      382,180.      MT  (+/- 180 meters Scaled)
 KY0072
 KY0072                          SUPERSEDED SURVEY CONTROL
 KY0072
 KY0072  NGVD 29 (??/??/92)  292.043  (m)          958.14   (f) ADJ UNCH    1 1
 KY0072
 KY0072.Superseded values are not recommended for survey control.
 KY0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0072.See file dsdata.txt to determine how the superseded data were derived.
 KY0072
 KY0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF563186(NAD 83)
 KY0072_MARKER: Q = CHISELED SQUARE
 KY0072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0072_SP_SET: ABUTMENT
 KY0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0072
 KY0072  HISTORY     - Date     Condition        Report By
 KY0072  HISTORY     - UNK      MONUMENTED       CGS
 KY0072  HISTORY     - 1966     GOOD             NGS
 KY0072
 KY0072                          STATION DESCRIPTION
 KY0072
 KY0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY0072'AT HOMEWOOD.
 KY0072'AT HOMEWOOD, ABOUT 0.2 MILE NORTHWEST ALONG THE PENNSYLVANIA
 KY0072'RAILROAD FROM AN OVERPASS, 5 RAILS NORTHWEST OF MILEPOST P 35,
 KY0072'11.5 FEET NORTHEAST OF THE NORTHEASTERNMOST RAIL, POINT HELD
 KY0072'IS THE HIGHEST POINT ON THE NORTHEAST EDGE OF A 2 IN OUTLINED
 KY0072'SQUARE ON TOP OF THE NORTH CORNER OF THE NORTHEAST END OF THE
 KY0072'STONE PORTION OF THE SOUTHEAST ABUTMENT FOR A 30-FOOT BRIDGE
 KY0072'OVER CLARKS RUN, AND ABOUT 7 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0080 ***********************************************************************
 KY0080  DESIGNATION -  BR 42
 KY0080  PID         -  KY0080
 KY0080  STATE/COUNTY-  PA/BEAVER
 KY0080  USGS QUAD   -  NEW GALILEE (1979)
 KY0080
 KY0080                         *CURRENT SURVEY CONTROL
 KY0080  ___________________________________________________________________
 KY0080* NAD 83(1986)-  40 49 59.     (N)    080 24 04.     (W)     SCALED    
 KY0080* NAVD 88     -       290.910  (meters)     954.43   (feet)  ADJUSTED  
 KY0080  ___________________________________________________________________
 KY0080  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 KY0080  DYNAMIC HT  -         290.762 (meters)     953.94  (feet)  COMP
 KY0080  MODELED GRAV-     980,107.4   (mgal)                       NAVD 88
 KY0080
 KY0080  VERT ORDER  -  FIRST     CLASS I
 KY0080
 KY0080.The horizontal coordinates were scaled from a topographic map and have
 KY0080.an estimated accuracy of +/- 6 seconds.
 KY0080
 KY0080.The orthometric height was determined by differential leveling
 KY0080.and adjusted by the National Geodetic Survey in June 1991..
 KY0080.WARNING-Repeat measurements at this control monument indicate possible
 KY0080.vertical movement.
 KY0080
 KY0080.The geoid height was determined by GEOID03.
 KY0080
 KY0080.The dynamic height is computed by dividing the NAVD 88
 KY0080.geopotential number by the normal gravity value computed on the
 KY0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0080.degrees latitude (g = 980.6199 gals.).
 KY0080
 KY0080.The modeled gravity was interpolated from observed gravity values.
 KY0080
 KY0080;                    North         East    Units  Estimated Accuracy
 KY0080;SPC PA S     -   169,880.      376,420.      MT  (+/- 180 meters Scaled)
 KY0080
 KY0080                          SUPERSEDED SURVEY CONTROL
 KY0080
 KY0080  NGVD 29 (??/??/92)  291.033  (m)          954.83   (f) ADJ UNCH    1 1
 KY0080
 KY0080.Superseded values are not recommended for survey control.
 KY0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0080.See file dsdata.txt to determine how the superseded data were derived.
 KY0080
 KY0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF504203(NAD 83)
 KY0080_MARKER: Q = CHISELED SQUARE
 KY0080_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0080_SP_SET: BRIDGE
 KY0080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0080
 KY0080  HISTORY     - Date     Condition        Report By
 KY0080  HISTORY     - UNK      MONUMENTED       CGS
 KY0080  HISTORY     - 1966     GOOD             NGS
 KY0080
 KY0080                          STATION DESCRIPTION
 KY0080
 KY0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY0080'AT NEW GALILEE.
 KY0080'AT NEW GALILEE, ABOUT 0.1 MILE SOUTHEAST ALONG THE PENNSYLVANIA
 KY0080'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 351, ABOUT 0.1 MILE
 KY0080'NORTH OF MILEPOST P 40, A 3-INCH OUTLINED SQUARE LETTERED B.M.
 KY0080'ON TOP OF THE TOP STONE OF THE SOUTHEAST WING WALL FOR A 30-FOOT
 KY0080'STONE AND CONCRETE BRIDGE OVER JORDAN RUN, 15.3 FEET EAST OF
 KY0080'THE EASTERNMOST RAIL, AND ABOUT 7.0 FEET BELOW THE LEVEL OF
 KY0080'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0095 ***********************************************************************
 KY0095  DESIGNATION -  BR 45
 KY0095  PID         -  KY0095
 KY0095  STATE/COUNTY-  PA/BEAVER
 KY0095  USGS QUAD   -  NEW GALILEE (1979)
 KY0095
 KY0095                         *CURRENT SURVEY CONTROL
 KY0095  ___________________________________________________________________
 KY0095* NAD 83(1986)-  40 50 30.     (N)    080 28 52.     (W)     SCALED    
 KY0095* NAVD 88     -       310.890  (meters)    1019.98   (feet)  ADJUSTED  
 KY0095  ___________________________________________________________________
 KY0095  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KY0095  DYNAMIC HT  -         310.733 (meters)    1019.46  (feet)  COMP
 KY0095  MODELED GRAV-     980,110.2   (mgal)                       NAVD 88
 KY0095
 KY0095  VERT ORDER  -  FIRST     CLASS II
 KY0095
 KY0095.The horizontal coordinates were scaled from a topographic map and have
 KY0095.an estimated accuracy of +/- 6 seconds.
 KY0095
 KY0095.The orthometric height was determined by differential leveling
 KY0095.and adjusted by the National Geodetic Survey in June 1991..
 KY0095
 KY0095.The geoid height was determined by GEOID03.
 KY0095
 KY0095.The dynamic height is computed by dividing the NAVD 88
 KY0095.geopotential number by the normal gravity value computed on the
 KY0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0095.degrees latitude (g = 980.6199 gals.).
 KY0095
 KY0095.The modeled gravity was interpolated from observed gravity values.
 KY0095
 KY0095;                    North         East    Units  Estimated Accuracy
 KY0095;SPC PA S     -   171,040.      369,710.      MT  (+/- 180 meters Scaled)
 KY0095
 KY0095                          SUPERSEDED SURVEY CONTROL
 KY0095
 KY0095  NGVD 29 (??/??/92)  311.02   (m)         1020.4    (f) COMPUTED    1 2
 KY0095
 KY0095.Superseded values are not recommended for survey control.
 KY0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0095.See file dsdata.txt to determine how the superseded data were derived.
 KY0095
 KY0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF437213(NAD 83)
 KY0095_MARKER: Q = CHISELED SQUARE
 KY0095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0095_SP_SET: BRIDGE
 KY0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0095
 KY0095  HISTORY     - Date     Condition        Report By
 KY0095  HISTORY     - UNK      MONUMENTED       CGS
 KY0095  HISTORY     - 1950     GOOD             NGS
 KY0095  HISTORY     - 1966     MARK NOT FOUND   NGS
 KY0095
 KY0095                          STATION DESCRIPTION
 KY0095
 KY0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY0095'1.5 MI W FROM ENON VALLEY.
 KY0095'ABOUT 1.5 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY0095'STATION AT ENON VALLEY, IN BRIDGE 46-78.  IT IS ON THE TOP AND
 KY0095'NORTHEAST CORNER OF THE NORTH RETAINING WALL, 12 FEET NORTH
 KY0095'OF THE NORTH RAIL AND ABOUT 6 FEET BELOW THE LEVEL OF THE
 KY0095'TRACK.  IT IS AN 2 INCH OUTLINED SQUARE LETTERED B.M.
 KY0095
 KY0095                          STATION RECOVERY (1966)
 KY0095
 KY0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KY0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2099 ***********************************************************************
 KX2099  DESIGNATION -  BRACKENRIDGE MUNICIPAL TANK
 KX2099  PID         -  KX2099
 KX2099  STATE/COUNTY-  PA/ALLEGHENY
 KX2099  USGS QUAD   -  NEW KENSINGTON EAST (1993)
 KX2099
 KX2099                         *CURRENT SURVEY CONTROL
 KX2099  ___________________________________________________________________
 KX2099* NAD 83(1992)-  40 36 39.51951(N)    079 44 43.13818(W)     ADJUSTED  
 KX2099* NAVD 88     -                                                        
 KX2099  ___________________________________________________________________
 KX2099  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 KX2099  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KX2099
 KX2099  HORZ ORDER  -  THIRD
 KX2099
 KX2099.The horizontal coordinates were established by classical geodetic methods
 KX2099.and adjusted by the National Geodetic Survey in June 2002..
 KX2099
 KX2099
 KX2099.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2099
 KX2099.The geoid height was determined by GEOID03.
 KX2099
 KX2099;                    North         East     Units Scale Factor Converg.
 KX2099;SPC PA S     -   143,771.635   431,161.094   MT  0.99996340   -1 17 40.4
 KX2099;SPC PA S     -   471,690.77  1,414,567.69   sFT  0.99996340   -1 17 40.4
 KX2099;UTM  17      - 4,496,329.881   606,140.121   MT  0.99973867   +0 49 00.4
 KX2099
 KX2099                          SUPERSEDED SURVEY CONTROL
 KX2099
 KX2099  NAD 83(1986)-  40 36 39.52434(N)    079 44 43.14433(W) AD(       ) 4
 KX2099  NAD 27      -  40 36 39.29000(N)    079 44 43.97200(W) AD(       ) 3
 KX2099
 KX2099.Superseded values are not recommended for survey control.
 KX2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2099.See file dsdata.txt to determine how the superseded data were derived.
 KX2099
 KX2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE0614096330(NAD 83)
 KX2099_MARKER: 53 = ELEVATED TANK
 KX2099
 KX2099  HISTORY     - Date     Condition        Report By
 KX2099  HISTORY     - 1958     FIRST OBSERVED   CGS
 KX2099
 KX2099                          STATION DESCRIPTION
 KX2099
 KX2099'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2099'THE STATION IS THE RED LIGHT ON THE BALL OF A WATER TANK WHICH IS
 KX2099'LOCATED ABOUT 1.0 MILE NORTHEAST OF TARENTUM AND ABOUT 0.1 MILE
 KX2099'SOUTHEAST OF STATE HIGHWAY 28.
 KX2099'
 KX2099'THE TANK IS A SILVER PAINTED STRUCTURE WHICH HAS A CONICAL SHAPED
 KX2099'TOP, AND IS SUPPORTED BY FOUR LEGS.  IT IS 125 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2071 ***********************************************************************
 MA2071  DESIGNATION -  BRADEN
 MA2071  PID         -  MA2071
 MA2071  STATE/COUNTY-  PA/VENANGO
 MA2071  USGS QUAD   -  FRANKLIN (1972)
 MA2071
 MA2071                         *CURRENT SURVEY CONTROL
 MA2071  ___________________________________________________________________
 MA2071* NAD 83(1992)-  41 23 11.06681(N)    079 48 25.47179(W)     ADJUSTED  
 MA2071* NAVD 88     -       454.     (meters)    1489.     (feet)  SCALED    
 MA2071  ___________________________________________________________________
 MA2071  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 MA2071  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 MA2071
 MA2071  HORZ ORDER  -  SECOND
 MA2071
 MA2071.The horizontal coordinates were established by classical geodetic methods
 MA2071.and adjusted by the National Geodetic Survey in June 2002..
 MA2071
 MA2071.The orthometric height was scaled from a topographic map.
 MA2071
 MA2071.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2071
 MA2071.The geoid height was determined by GEOID03.
 MA2071
 MA2071;                    North         East     Units Scale Factor Converg.
 MA2071;SPC PA N     -   137,499.908   427,965.860   MT  0.99995699   -1 21 39.0
 MA2071;SPC PA N     -   451,114.28  1,404,084.66   sFT  0.99995699   -1 21 39.0
 MA2071;UTM  17      - 4,582,339.913   599,739.490   MT  0.99972243   +0 47 19.5
 MA2071
 MA2071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2071!SPC PA N     -   0.99993405  x   0.99995699  =   0.99989104
 MA2071!UTM  17      -   0.99993405  x   0.99972243  =   0.99965650
 MA2071
 MA2071:                Primary Azimuth Mark                     Grid Az
 MA2071:SPC PA N     -  BRADEN AZ MK                             019 08 38.8
 MA2071:UTM  17      -  BRADEN AZ MK                             016 59 40.3
 MA2071
 MA2071|---------------------------------------------------------------------|
 MA2071| PID    Reference Object                     Distance      Geod. Az  |
 MA2071|                                                           dddmmss.s |
 MA2071| CX3293 BRADEN AZ MK                                       0174659.8 |
 MA2071| CX3295 BRADEN RM 2                          30.215 METERS 09731     |
 MA2071| CX3294 BRADEN RM 1                          25.715 METERS 35222     |
 MA2071|---------------------------------------------------------------------|
 MA2071
 MA2071                          SUPERSEDED SURVEY CONTROL
 MA2071
 MA2071  NAD 83(1995)-  41 23 11.07034(N)    079 48 25.47397(W) AD(       ) 2
 MA2071  NAD 83(1986)-  41 23 11.07101(N)    079 48 25.47384(W) AD(       ) 2
 MA2071  NAD 27      -  41 23 10.85705(N)    079 48 26.27791(W) AD(       ) 2
 MA2071
 MA2071.Superseded values are not recommended for survey control.
 MA2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2071.See file dsdata.txt to determine how the superseded data were derived.
 MA2071
 MA2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF9973982340(NAD 83)
 MA2071_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2071
 MA2071  HISTORY     - Date     Condition        Report By
 MA2071  HISTORY     - 1935     MONUMENTED       CGS
 MA2071  HISTORY     - 1966     SEE DESCRIPTION  CGS
 MA2071  HISTORY     - 1979     GOOD             PADT
 MA2071  HISTORY     - 1979     GOOD             NGS
 MA2071
 MA2071                          STATION DESCRIPTION
 MA2071
 MA2071'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 MA2071'STATION IS 2.4 MILES BY ROAD AND 1.5 MILES, AIRLINE, SOUTHEAST OF
 MA2071'FRANKLIN, ON THE PROPERTY OF A.R. BRADEN.  THE STATION IS
 MA2071'ABOUT 250 PACES SOUTHWEST OF MR. BRADENS HOUSE, AT THE TOP OF A
 MA2071'WOODED HILL IN THE PASTURE 35 PACES SOUTH OF THE NORTH EDGE OF THE
 MA2071'WOODS, 18 FEET SOUTH OF AN 8-INCH OAK TREE WITH A TRIANGLE BLAZE ON
 MA2071'THE NORTH SIDE.  THE MARK PROJECTS 6 INCHES, AND IS STAMPED
 MA2071'BRADEN 1935.
 MA2071'
 MA2071'TO REACH THE STATION FROM THE LAMBERTON NATIONAL BANK IN FRANKLIN, GO
 MA2071'SOUTHWEST ON HIGHWAY 322 (STATE) FOR 1.1 MILES TO EAST END OF THE
 MA2071'RIVER BRIDGE, THEN TURN LEFT ON MACADAM ROAD FOR 0.9 MILE TO A NARROW
 MA2071'DIRT FARM ROAD AT THE SOUTHWEST CORNER OF A STONE WALL, HERE TURN
 MA2071'RIGHT AND GO 0.3 MILE TO MR. BRADENS HOUSE (FOLLOWING THE STONE WALL
 MA2071'IN SOUTHERLY DIRECTION).  AT THE HOUSE TURN WESTERLY AND GO
 MA2071'THROUGH THE PASTURE TO THE STATION.
 MA2071'
 MA2071'REFERENCE MARK NO. 1 IS 25.715 METERS (84.36 FEET) NORTHWEST OF THE
 MA2071'STATION, 6 PACES SOUTH OF THE NORTH EDGE OF THE WOODS.  THE MARK
 MA2071'PROJECTS 10 INCHES AND IS STAMPED BRADEN 1935 NO. 1.
 MA2071'
 MA2071'REFERENCE MARK NO. 2 IS 30.215 METERS (99.10 FEET) NORTH-NORTHEAST OF
 MA2071'THE STATION, 10 PACES SOUTH OF THE SOUTH CORNER OF THE PASTURE.
 MA2071'THE MARK PROJECTS 9 INCHES, AND IS STAMPED BRADEN 1935 NO. 2.
 MA2071'
 MA2071'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WAS
 MA2071'OBSTRUCTED BY TREES.
 MA2071'
 MA2071'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTH OF THE STATION, ON
 MA2071'THE EAST SIDE OF THE ROAD FROM THE HOUSE TO THE HIGHWAY, 10 FEET
 MA2071'NORTHEAST OF THE CENTERLINE OF THE ROAD, 3 FEET SOUTHWEST OF THE
 MA2071'STONE FENCE, 30 FEET SOUTH OF A 12- INCH WILD CHERRY TREE.  THE
 MA2071'MARK IS STAMPED BRADEN 1935.
 MA2071'
 MA2071'A 77-FOOT TOWER NECESSARY.
 MA2071'
 MA2071'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE AS DESCRIBED IN
 MA2071'NOTES 1A, 7A AND 11A.
 MA2071
 MA2071                          STATION RECOVERY (1966)
 MA2071
 MA2071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EP)
 MA2071'THIS STATION WAS RECOVERED IN GOOD CONDITION WITH RMS 1 AND 2 AS
 MA2071'DESCRIBED WITH THE EXCEPTION THAT THE STATION IS IN THE WOODS AND NOT
 MA2071'IN THE PASTURE, AND THE 8 INCH OAK TREE MENTIONED HAS BEEN CUT.  THE
 MA2071'STATION IS 3 FEET NORTH OF A 6 INCH OAK TREE.  THE AZIMUTH MARK WAS
 MA2071'NOT LOOKED FOR.
 MA2071
 MA2071                          STATION RECOVERY (1979)
 MA2071
 MA2071'RECOVERY NOTE BY PA DEPT OF TRANSP 1979 (FAP)
 MA2071'BRANDEN 1935 RECOVERED GOOD.
 MA2071'
 MA2071'RM NO 2 RECOVERED GOOD.
 MA2071'
 MA2071'RM NO 1 RECOVERED GOOD.
 MA2071'
 MA2071'DISTANCE AND DIRECTION FROM NEAREST TOWN--FRANKLIN 2.4 MI. SE.
 MA2071
 MA2071                          STATION RECOVERY (1979)
 MA2071
 MA2071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RGP)
 MA2071'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND IN
 MA2071'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND THERE IS NO
 MA2071'SUITABLE LOCATION TO SET A NEW AZIMUTH MARK AT THIS DATE.
 MA2071'
 MA2071'THE STATION IS NOW BEST REACHED FROM THE INTERSECTION OF HIGHWAY 322
 MA2071'AND BREDINSBURG ROAD AT THE EAST END OF THE EIGHTS STREET BRIDGE IN
 MA2071'FRANKLIN, GO NORTHEAST ON BREDINSBURG ROAD FOR 0.95 MILE TO THE
 MA2071'ORCHARD MOBILE HOME PARK ON THE RIGHT.  TURN RIGHT AND GO IN A SOUTH
 MA2071'DIRECTION FOR ABOUT 0.4 MILE PICKING WAY THROUGH THE MOBILE HOME PARK
 MA2071'TO THE INTERSECTION OF APPLE STREET AND APRICOT STREET.  GO SOUTHWEST
 MA2071'UPHILL ON A TRACK ROAD FOR 0.1 MILE TO THE TOP OF A WOODED HILL AND
 MA2071'THE STATION MARK 24 FEET NORTHWEST OF THE NORTHWEST EDGE OF A SMALL
 MA2071'ROUND CONCRETE RESERVOIR, 10 FEET WEST OF THE CENTER OF THE ROAD, 2
 MA2071'FEET NORTHWEST OF A 8-INCH OAK TREE AND 2 FEET SOUTH OF A WITNESS
 MA2071'POST.  THE MARK IS FLUSH WITH THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3665 ***********************************************************************
 JU3665  DESIGNATION -  BRADFORD
 JU3665  PID         -  JU3665
 JU3665  STATE/COUNTY-  PA/CHESTER
 JU3665  USGS QUAD   -  UNIONVILLE (1992)
 JU3665
 JU3665                         *CURRENT SURVEY CONTROL
 JU3665  ___________________________________________________________________
 JU3665* NAD 83(1992)-  39 58 20.68495(N)    075 38 49.15371(W)     ADJUSTED  
 JU3665* NAVD 88     -       119.6    (meters)     392.     (feet)  VERTCON   
 JU3665  ___________________________________________________________________
 JU3665  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 JU3665  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JU3665
 JU3665  HORZ ORDER  -  SECOND
 JU3665
 JU3665.The horizontal coordinates were established by classical geodetic methods
 JU3665.and adjusted by the National Geodetic Survey in June 2002..
 JU3665
 JU3665.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3665
 JU3665.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3665
 JU3665.The geoid height was determined by GEOID03.
 JU3665
 JU3665;                    North         East     Units Scale Factor Converg.
 JU3665;SPC PA S     -    73,099.000   779,638.592   MT  0.99999412   +1 21 51.9
 JU3665;SPC PA S     -   239,825.64  2,557,864.28   sFT  0.99999412   +1 21 51.9
 JU3665;UTM  18      - 4,424,895.681   444,750.946   MT  0.99963758   -0 24 56.3
 JU3665
 JU3665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3665!SPC PA S     -   0.99998647  x   0.99999412  =   0.99998059
 JU3665!UTM  18      -   0.99998647  x   0.99963758  =   0.99962405
 JU3665
 JU3665|---------------------------------------------------------------------|
 JU3665| PID    Reference Object                     Distance      Geod. Az  |
 JU3665|                                                           dddmmss.s |
 JU3665| CB1296 BRADFORD RM 1                         8.544 METERS 01429     |
 JU3665| JU1740 BRADFORD AZ MK                                     1341343.0 |
 JU3665| CB1297 BRADFORD RM 2                         6.109 METERS 19514     |
 JU3665| JU4055 BRADFORD AZ MK 2                    470.324 METERS 1973459.5 |
 JU3665|---------------------------------------------------------------------|
 JU3665
 JU3665                          SUPERSEDED SURVEY CONTROL
 JU3665
 JU3665  NAD 83(1996)-  39 58 20.68343(N)    075 38 49.15363(W) AD(       ) 2
 JU3665  NAD 83(1991)-  39 58 20.68156(N)    075 38 49.15569(W) AD(       ) 2
 JU3665  NAD 83(1986)-  39 58 20.68001(N)    075 38 49.15936(W) AD(       ) 2
 JU3665  NAD 27      -  39 58 20.28504(N)    075 38 50.37356(W) AD(       ) 2
 JU3665  NGVD 29 (07/19/86)  119.9    (m)          393.     (f) VERT ANG       
 JU3665
 JU3665.Superseded values are not recommended for survey control.
 JU3665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3665.See file dsdata.txt to determine how the superseded data were derived.
 JU3665
 JU3665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK4475124896(NAD 83)
 JU3665_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JU3665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3665_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU3665_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3665+STABILITY: SURFACE MOTION
 JU3665
 JU3665  HISTORY     - Date     Condition        Report By
 JU3665  HISTORY     - 1966     MONUMENTED       CGS
 JU3665  HISTORY     - 1976     GOOD             PHELCO
 JU3665  HISTORY     - 1985     GOOD             PADT
 JU3665
 JU3665                          STATION DESCRIPTION
 JU3665
 JU3665'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 JU3665'THE STATION IS LOCATED ABOUT 2 MILES WEST OF WEST CHESTER, 1.5 MILES
 JU3665'EAST OF THE SMALL SETTLEMENT OF ALTOR AND 0.3 MILE
 JU3665'NORTHWEST OF THE EAST BRADFORD ELEMENTARY SCHOOL. THE PROPERTY IS
 JU3665'OWNED BY MR. JOE ORINGSESFO
 JU3665'
 JU3665'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 322 AND U. S.
 JU3665'HIGHWAY 30 IN DOWMINGTOWN, GO SOUTH ON U. S.  HIGHWAY 322 FOR
 JU3665'4.2 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT ON FRANK RD. AND GO
 JU3665'0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT, THIS IS JUST
 JU3665'BEFORE REACHING THE EAST BRADFORD ELEMENTARY SCHOOL, CONTINUE EAST ON
 JU3665'FRANK RD. FOR 0.2 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT ON
 JU3665'COPELAND SCHOOL RD. AND GO 0.25 MILE TO A SIDE ROAD ON THE LEFT,
 JU3665'TURN LEFT ON CONNER RD. AND GO 0.2 MILE TO A TRACK ROAD ON THE
 JU3665'LEFT, TURN LEFT AND FOLLOW THE TRACK ROAD SOUTH AND THEN
 JU3665'WEST ALONG THE EDGE OF WOODS FOR 0.25 MILE TO THE STATION ON THE
 JU3665'RIGHT.
 JU3665'
 JU3665'THE STATION MARK IS 8 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 JU3665'TRACK ROAD, 4 FEET NORTHEAST OF A 12-INCH HICKORY TREE
 JU3665'AND 3.4 FEET EAST OF A METAL WITNESS POST. THE MARK IS A STANDARD
 JU3665'TRAVERSE DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 JU3665'PROJECTING 4 INCHES AND STAMPED BRADFORD 1966.
 JU3665'
 JU3665'REFERENCE MARK NO 1 IS 30 FEET NORTH OF THE APPROXIMATE CENTER OF
 JU3665'TRACK ROAD AND 29 FEET NORTHEAST OF A METAL WITNESS POST.
 JU3665'THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 JU3665'PROJECTING 4 INCHES AND STAMPED BRADFORD NO 1 1966.
 JU3665'
 JU3665'REFERENCE MARK NO 2 IS 19 FEET SOUTHWEST OF A METAL WITNESS POST, 9
 JU3665'FEET SOUTH OF THE APPROXIMATE CENTER OF TRACK ROAD AND 4 FEET
 JU3665'NORTH OF AN 18-INCH HICKORY TREE. THE MARK IS A STANDARD DISK SET IN
 JU3665'THE TOP OF A SQUARE CONCRETE POST PROJECTING 3 INCHES AND
 JU3665'STAMPED BRADFORD NO 2 1966.
 JU3665'
 JU3665'THE AZIMUTH MARK IS 150 FEET WEST OF THE APPROXIMATE CENTER OF ROAD
 JU3665'LEADING TO SCHOOL, 42 FEET SOUTHWEST OF POWERLINE POLE
 JU3665'NO 16266 AND 30 FEET SOUTH OF THE APPROXIMATE CENTER OF FRANK RD. THE
 JU3665'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 JU3665'POST PROJECTING 3 INCHES AND STAMPED BRADFORD 1966.
 JU3665'
 JU3665'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 JU3665
 JU3665                          STATION RECOVERY (1976)
 JU3665
 JU3665'RECOVERY NOTE BY PHILADELPHIA ELECTRIC COMPANY 1976 (JPK)
 JU3665'BRADFORD 1966 RECOVERED IN GOOD CONDITION.
 JU3665'
 JU3665'BRADFORD NO. 1 1966 RECOVERED IN GOOD CONDITION.
 JU3665'
 JU3665'BRADFORD NO. 2 1966 RECOVERED IN GOOD CONDITION.
 JU3665'
 JU3665'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  DISTANCES
 JU3665'TO REFERENCE MARKS CHECK CLOSELY WITH DESCRIPTION.  AZIMUTH MARK NOT
 JU3665'RECOVERED, MAY BE BURIED.  A THOROUGH SEARCH WAS NOT MADE FOR
 JU3665'SAME.
 JU3665
 JU3665                          STATION RECOVERY (1985)
 JU3665
 JU3665'RECOVERY NOTE BY PA DEPT OF TRANSP 1985 (RBG)
 JU3665'THE STATION WAS RECOVERED AT THIS DATE.
 JU3665'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 JU3665'AND FOUND TO BE IN GOOD CONDITION.  THE TRACK ROAD MENTIONED IN THE
 JU3665'ORIGINAL DESCRIPTION IS GONE.
 JU3665'THE TO REACH IS INADEQUATE AND A NEW TO REACH IS INCLUDED IN THE
 JU3665'FOLLOWING TEXT.
 JU3665'THE DISTANCES BETWEEN THE STATION AND REFERENCE MARKS WAS MEASURED
 JU3665'AND FOUND TO CHECK PREVIOUS DATA.
 JU3665'THE ORIGINAL AZIMUTH MARK COULD NOT BE FOUND AND A NEW AZIMUTH MARK
 JU3665'WAS ESTABLISHED FOR THE STATION AND IS DESCRIBED IN THE FOLLOWING
 JU3665'TEXT.
 JU3665'
 JU3665'TO REACH THE STATION FROM THE INTERSECTION OF WEST GAY STREET AND
 JU3665'NORTH HIGH STREET, ONE BLOCK NORTH OF THE CHESTER COUNTY COURT
 JU3665'HOUSE IN WEST CHESTER, GO WEST FOR 0.24 KM (0.15 MI) ON WEST GAY
 JU3665'STREET TO NORTH DARLINGTON STREET,
 JU3665'TURN RIGHT AND GO NORTH FOR 0.16 KM (0.1 MI) ON NORTH DARLINGTON
 JU3665'STREET TO WEST CHESTNUT STREET,
 JU3665'TURN LEFT AND GO WEST FOR 0.24 KM (0.15 MI) ON WEST CHESTNUT STREET
 JU3665'TO A TRAFFIC LIGHT AT HANNUN AVENUE (U.S. HIGHWAY 322),
 JU3665'TURN RIGHT AND GO WEST-NORTHWEST FOR 1.93 KM (1.2 MI) ON HANNUN
 JU3665'AVENUE (U.S. HIGHWAY 322) TO HIGHLAND ROAD,
 JU3665'CONTINUE STRAIGHT AHEAD AND GO WEST-NORTHWEST FOR
 JU3665'1.53 KM (0.95 MI) ON HIGHWAY 322 TO THE AZIMUTH MARK ON THE LEFT,
 JU3665'CONTINUE STRAIGHT AHEAD AND GO WEST-NORTHWEST FOR
 JU3665'0.64 KM (0.4 MI) ON HIGHWAY 322 TO FRANK ROAD,
 JU3665'TURN RIGHT AND GO EAST-NORTHEAST FOR 0.64 KM (0.4 MI) ON FRANK ROAD
 JU3665'TO SHENTON ROAD,
 JU3665'TURN LEFT AND GO NORTH FOR 0.4 KM (0.25 MI) ON SHENTON ROAD TO THE
 JU3665'TOP OF A HILL AND PARK VEHICLE,
 JU3665'CONTINUE ON FOOT AND GO EAST-SOUTHEAST FOR
 JU3665'300 METERS (1000 FT) ACROSS  A COW PASTURE TO A NEIGHBORING HILLTOP
 JU3665'AND THE STATION AT THE EDGE OF THE WOODS NEAR A HORSE JUMP.
 JU3665'
 JU3665'THE NEW SWING TIES FOR THE STATION ARE 5.21 METERS (17.1 FT)
 JU3665'NORTH-NORTHEAST FROM THE SOUTHERN END OF HORSE JUMP, 2.87 METERS
 JU3665'(9.4 FT) EAST FROM A BARBED WIRE FENCE, 1.28 METERS (4.2 FT)
 JU3665'NORTHEAST FROM A 14 INCH DIAMETER HICKORY TREE, AND 1.25 METERS
 JU3665'(4.1 FT) WEST FROM A CARSONITE WITNESS POST.
 JU3665'
 JU3665'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 JU3665'LOCATED
 JU3665'11.19 METERS (36.7 FT) NORTHEAST FROM THE NORTHERN END OF HORSE
 JU3665'JUMP,
 JU3665'6.80 METERS (22.3 FT) EAST FROM A BARBED WIRE FENCE,
 JU3665'3.75 METERS (12.3 FT) SOUTHEAST FROM A 24 INCH DIAMETER WHITE OAK
 JU3665'TREE, AND
 JU3665'3.11 METERS (10.2 FT) SOUTH FROM A 24 INCH DIAMETER WHITE OAK TREE.
 JU3665'
 JU3665'REFERENCE MARK NO. 2 IS LOCATED 1.00 METERS (3.3 FT) SOUTH FROM THE
 JU3665'SOUTHERN END OF HORSE JUMP, 1.22 METERS (4.0 FT) NORTH FROM AN 18
 JU3665'INCH DIAMETER HICKORY TREE, AND
 JU3665'0.00 METERS (0.00 FT) FROM A WIRE FENCE.
 JU3665'
 JU3665'AZIMUTH MARK NO. 2 IS A STANDARD PADT DISK
 JU3665'STAMPED---BRADFORD 1966-1985---,
 JU3665'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU3665'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 JU3665'26.22 METERS (86.0 FT) SOUTHEAST FROM A POWER POLE NUMBER 64938,
 JU3665'11.28 METERS (37.0 FT) NORTHWEST FROM A POWER POLE NUMBER 64937,
 JU3665'1.40 METERS (4.6 FT) SOUTHEAST FROM A WITNESS POST, AND
 JU3665'0.46 METERS (1.5 FT) SOUTH FROM THE SOUTH EDGE OF THE SOUTH
 JU3665'SHOULDER OF U.S. HIGHWAY 322.
 JU3665'TO REACH THE AZIMUTH SEE THE TO REACH DESCRITION FOR THE STATION.
 JU3665'
 JU3665'DESCRIBED BY R.B. GROSSER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1740 ***********************************************************************
 JU1740  DESIGNATION -  BRADFORD AZ MK
 JU1740  PID         -  JU1740
 JU1740  STATE/COUNTY-  PA/CHESTER
 JU1740  USGS QUAD   -  UNIONVILLE (1992)
 JU1740
 JU1740                         *CURRENT SURVEY CONTROL
 JU1740  ___________________________________________________________________
 JU1740* NAD 83(1986)-  39 58 06.     (N)    075 38 37.     (W)     SCALED    
 JU1740* NAVD 88     -       111.103  (meters)     364.51   (feet)  ADJUSTED  
 JU1740  ___________________________________________________________________
 JU1740  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JU1740  DYNAMIC HT  -         111.050 (meters)     364.34  (feet)  COMP
 JU1740  MODELED GRAV-     980,144.7   (mgal)                       NAVD 88
 JU1740
 JU1740  VERT ORDER  -  SECOND    CLASS 0
 JU1740
 JU1740.The horizontal coordinates were scaled from a topographic map and have
 JU1740.an estimated accuracy of +/- 6 seconds.
 JU1740
 JU1740.The orthometric height was determined by differential leveling
 JU1740.and adjusted by the National Geodetic Survey in June 1991..
 JU1740
 JU1740.The geoid height was determined by GEOID03.
 JU1740
 JU1740.The dynamic height is computed by dividing the NAVD 88
 JU1740.geopotential number by the normal gravity value computed on the
 JU1740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1740.degrees latitude (g = 980.6199 gals.).
 JU1740
 JU1740.The modeled gravity was interpolated from observed gravity values.
 JU1740
 JU1740;                    North         East    Units  Estimated Accuracy
 JU1740;SPC PA S     -    72,650.      779,940.      MT  (+/- 180 meters Scaled)
 JU1740
 JU1740                          SUPERSEDED SURVEY CONTROL
 JU1740
 JU1740  NGVD 29 (??/??/??)  111.388  (m)          365.45   (f) ADJUSTED    2 0
 JU1740
 JU1740.Superseded values are not recommended for survey control.
 JU1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1740.See file dsdata.txt to determine how the superseded data were derived.
 JU1740
 JU1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK450244(NAD 83)
 JU1740_MARKER: DZ = AZIMUTH MARK DISK
 JU1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1740_STAMPING: BRADFORD 1966
 JU1740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1740+STABILITY: SURFACE MOTION
 JU1740
 JU1740  HISTORY     - Date     Condition        Report By
 JU1740  HISTORY     - 1966     MONUMENTED       CGS
 JU1740
 JU1740                          STATION DESCRIPTION
 JU1740
 JU1740'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1740'1.7 MI NW FROM WEST CHESTER.
 JU1740'1.7 MILES NORTHWEST ALONG U.S. HIGHWAY 322 FROM THE JUNCTION
 JU1740'OF U.S. HIGHWAY 322 AND STATE HIGHWAY 162 AT THE WEST EDGE OF WEST
 JU1740'CHESTER, 150 FEET WEST OF THE APPROXIMATE CENTER OF A DRIVEWAY
 JU1740'LEADING TO THE EAST BRADFORD ELEMENTARY SCHOOL, 400 FEET NORTH
 JU1740'OF THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 322, 42 FEET
 JU1740'SOUTHWEST OF A POWER LINE POLE, 30 FEET SOUTH OF THE APPROXIMATE
 JU1740'CENTER OF FRANK RD., SET IN THE TOP OF A CONCRETE POST PROJECTING
 JU1740'3-INCHES AND IS ABOUT 8 FEET ABOVE THE LEVEL OF FRANK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU4055 ***********************************************************************
 JU4055  DESIGNATION -  BRADFORD AZ MK 2
 JU4055  PID         -  JU4055
 JU4055  STATE/COUNTY-  PA/CHESTER
 JU4055  USGS QUAD   -  UNIONVILLE (1992)
 JU4055
 JU4055                         *CURRENT SURVEY CONTROL
 JU4055  ___________________________________________________________________
 JU4055* NAD 83(1992)-  39 58 06.14829(N)    075 38 55.14071(W)     ADJUSTED  
 JU4055* NAVD 88     -        97.     (meters)     318.     (feet)  VERTCON   
 JU4055  ___________________________________________________________________
 JU4055  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 JU4055  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JU4055
 JU4055  HORZ ORDER  -  SECOND
 JU4055
 JU4055.The horizontal coordinates were established by classical geodetic methods
 JU4055.and adjusted by the National Geodetic Survey in June 2002..
 JU4055
 JU4055.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4055
 JU4055.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4055
 JU4055.The geoid height was determined by GEOID03.
 JU4055
 JU4055;                    North         East     Units Scale Factor Converg.
 JU4055;SPC PA S     -    72,647.396   779,507.229   MT  0.99999471   +1 21 48.0
 JU4055;SPC PA S     -   238,344.00  2,557,433.30   sFT  0.99999471   +1 21 48.0
 JU4055;UTM  18      - 4,424,448.536   444,605.670   MT  0.99963777   -0 25 00.1
 JU4055
 JU4055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4055!SPC PA S     -   0.99999003  x   0.99999471  =   0.99998474
 JU4055!UTM  18      -   0.99999003  x   0.99963777  =   0.99962780
 JU4055
 JU4055                          SUPERSEDED SURVEY CONTROL
 JU4055
 JU4055  NAD 83(1996)-  39 58 06.14677(N)    075 38 55.14062(W) AD(       ) 2
 JU4055  NAD 83(1991)-  39 58 06.14490(N)    075 38 55.14269(W) AD(       ) 2
 JU4055  NAD 83(1986)-  39 58 06.14333(N)    075 38 55.14614(W) AD(       ) 2
 JU4055  NGVD 29 (03/28/90)   97.     (m)          318.     (f) VERT ANG       
 JU4055
 JU4055.Superseded values are not recommended for survey control.
 JU4055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4055.See file dsdata.txt to determine how the superseded data were derived.
 JU4055
 JU4055_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK4460624449(NAD 83)
 JU4055_MARKER: DZ = AZIMUTH MARK DISK
 JU4055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU4055_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JU4055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4055+STABILITY: SURFACE MOTION
 JU4055
 JU4055  HISTORY     - Date     Condition        Report By
 JU4055  HISTORY     - 1985     MONUMENTED       PADT
 JU4055
 JU4055                          STATION DESCRIPTION
 JU4055
 JU4055'DESCRIBED BY PA DEPT OF TRANSP 1985 (RBG)
 JU4055'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)
 JU4055'WEST OF WEST CHESTER,
 JU4055'2.4 KM (1.5 MI) EAST OF ALTOR, AND
 JU4055'2.7 KM (1.7 MI) SOUTHEAST OF GRUBBS MILL, IN EAST BRADFORD
 JU4055'TOWNSHIP, CHESTER COUNTY.
 JU4055'OWNERSHIP--PADT RIGHT-OF-WAY
 JU4055'
 JU4055'TO REACH THE STATION FROM THE INTERSECTION OF WEST GAY STREET AND
 JU4055'NORTH HIGH STREET (HIGHWAY 100), ONE BLOCK NORTH OF THE CHESTER
 JU4055'COUNTY COURT HOUSE IN WEST CHESTER, GO WEST FOR
 JU4055'0.24 KM (0.15 MI) ON WEST GAY STREET TO NORTH DARLINGTON STREET,
 JU4055'TURN RIGHT AND GO NORTH FOR 0.16 KM (0.1 MI) ON NORTH DARLINGTON
 JU4055'STREET TO WEST CHESTNUT STREET,
 JU4055'TURN LEFT AND GO WEST FOR 0.24 KM (0.15 MI) ON WEST CHESTNUT STREET
 JU4055'TO A TRAFFIC LIGHT AT HANNUN AVENUE (U.S. HIGHWAY 322),
 JU4055'TURN RIGHT AND GO WEST-NORTHWEST FOR 1.93 KM (1.2 MI) ON HANNUN
 JU4055'AVENUE TO HIGHLAND ROAD,
 JU4055'CONTINUE STRAIGHT AHEAD AND GO WEST-NORTHWEST FOR
 JU4055'1.53 KM (0.95 MI) ON HIGHWAY 322 TO THE STATION ON THE LEFT.
 JU4055'
 JU4055'THE STATION IS A STANDARD PADT DISK
 JU4055'STAMPED---BRADFORD 1966-1985---,
 JU4055'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU4055'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 JU4055'26.22 METERS (86.0 FT) SOUTHEAST FROM A POWER POLE NUMBER 64938,
 JU4055'11.28 METERS (37.0 FT) NORTHWEST FROM A POWER POLE NUMBER 64937,
 JU4055'1.40 METERS (4.6 FT) SOUTHEAST FROM A WITNESS POST, AND
 JU4055'0.46 METERS (1.5 FT) SOUTH FROM THE SOUTH EDGE OF THE SOUTH
 JU4055'SHOULDER OF U.S. HIGHWAY 322.
 JU4055'
 JU4055'DESCRIBED BY R.B. GROSSER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2333 ***********************************************************************
 MA2333  DESIGNATION -  BRADFORD RAD STA KEK 743 MAST
 MA2333  PID         -  MA2333
 MA2333  STATE/COUNTY-  PA/MCKEAN
 MA2333  USGS QUAD   -  BRADFORD (1983)
 MA2333
 MA2333                         *CURRENT SURVEY CONTROL
 MA2333  ___________________________________________________________________
 MA2333* NAD 83(1992)-  41 57 10.91668(N)    078 37 30.67031(W)     ADJUSTED  
 MA2333* NAVD 88     -                                                        
 MA2333  ___________________________________________________________________
 MA2333  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 MA2333  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 MA2333
 MA2333  HORZ ORDER  -  THIRD
 MA2333
 MA2333.The horizontal coordinates were established by classical geodetic methods
 MA2333.and adjusted by the National Geodetic Survey in June 2002..
 MA2333
 MA2333
 MA2333.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2333
 MA2333.The geoid height was determined by GEOID03.
 MA2333
 MA2333;                    North         East     Units Scale Factor Converg.
 MA2333;SPC PA N     -   198,754.847   527,438.060   MT  1.00000049   -0 34 44.3
 MA2333;SPC PA N     -   652,081.53  1,730,436.37   sFT  1.00000049   -0 34 44.3
 MA2333;SPC NY W     -   216,878.318   346,530.126   MT  0.99993765   -0 01 40.7
 MA2333;SPC NY W     -   711,541.61  1,136,907.59   sFT  0.99993765   -0 01 40.7
 MA2333;UTM  17      - 4,647,289.265   696,827.077   MT  1.00007673   +1 35 17.2
 MA2333
 MA2333                          SUPERSEDED SURVEY CONTROL
 MA2333
 MA2333  NAD 83(1996)-  41 57 10.91670(N)    078 37 30.67024(W) AD(       ) 4
 MA2333  NAD 83(1986)-  41 57 10.91895(N)    078 37 30.66779(W) AD(       ) 4
 MA2333  NAD 27      -  41 57 10.75399(N)    078 37 31.59896(W) AD(       ) 3
 MA2333
 MA2333.Superseded values are not recommended for survey control.
 MA2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2333.See file dsdata.txt to determine how the superseded data were derived.
 MA2333
 MA2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG9682747289(NAD 83)
 MA2333
 MA2333  HISTORY     - Date     Condition        Report By
 MA2333  HISTORY     - 1964     MONUMENTED       CGS
 MA2333  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MA2333  HISTORY     - 20040625 GOOD             USPSQD
 MA2333
 MA2333                          STATION DESCRIPTION
 MA2333
 MA2333'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (CFK)
 MA2333'THE STATION IS THE CENTER OF THE TOP OF THE MAST, LOCATED ON A HIGH
 MA2333'HILL ABOUT 3/4 MILE SOUTHEAST OF BRADFORD, AT THE NORTH EDGE OF A
 MA2333'POWER TRANSMISSION LINE, AND AT THE WEST SIDE OF A SMALL STORAGE TANK
 MA2333'CONTAINING THE TRANSMITTERS FOR THE MAST.  IT IS A 3 LEGGED SELF
 MA2333'SUPPORTING TUBULAR STEEL STRUCTURE PAINTED SILVER.  THE OVERALL
 MA2333'HEIGHT IS 80 FEET.  IT IS OWNED AND OPERATED BY THE KENDALL REFINERY
 MA2333'COMPANY.
 MA2333'
 MA2333'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION KENDALL 1935
 MA2333'1964, THE DISTANCE BEING 175.64 FEET AND 53.536 METERS.
 MA2333'
 MA2333'TO REACH FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF MAIN AND HIGH
 MA2333'STREETS IN BRADFORD, GO SOUTH ON HIGH STREET FOR 0.85 MILE TO A
 MA2333'SIDE ROAD LEFT.  CONTINUE SOUTH ON HIGH STREET FOR 0.05 MILE TO A
 MA2333'SIDE ROAD LEFT.  TURN LEFT AND GO EAST- NORTHEAST ON A GRAVELED ROAD
 MA2333'FOR 0.3 MILE TO A Y-FORK.  TAKE THE LEFT FORK AND GO NORTHEAST ON A
 MA2333'GRAVELED ROAD FOR 0.1 MILE TO A SIDE ROAD LEFT.  CONTINUE AHEAD
 MA2333'NORTHEAST ON THE GRAVELED ROAD FOR 1.0 MILE TO A T-ROAD (OIL WELL NO.
 MA2333'49 ON THE LEFT).  TURN LEFT AND GO NORTHERLY ALONG THE CREST OF
 MA2333'THE RIDGE FOR 0.3 MILE TO A Y-FORK AND OIL WELL NO 89 ON THE LEFT.
 MA2333'TAKE THE LEFT FORK AND CONTINUE NORTHERLY ALONG THE CREST OF THE
 MA2333'RIDGE FOR 0.2 MILE TO OIL WELL NO. 74 ON THE LEFT.  CONTINUE
 MA2333'AHEAD ON THE MAIN TRAVELED ROAD FOR 0.2 MILE TO A Y-FORK.  TAKE THE
 MA2333'LEFT FORK AND GO NORTH FOR 0.1 MILE TO THE NORTH SIDE OF THE POWER
 MA2333'TRANSMISSION LINE AND THE STATION.
 MA2333
 MA2333                          STATION RECOVERY (1967)
 MA2333
 MA2333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 MA2333'BRADFORD RADIO STATION KEK 743 MAST WAS RECOVERED AS DESCRIBED BY
 MA2333'C.F.K. IN 1964
 MA2333
 MA2333                          STATION RECOVERY (2004)
 MA2333
 MA2333'RECOVERY NOTE BY US POWER SQUADRON 2004 (SFG)
 MA2333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2323 ***********************************************************************
 MA2323  DESIGNATION -  BRADFORD RADIO STA WESB MAST
 MA2323  PID         -  MA2323
 MA2323  STATE/COUNTY-  PA/MCKEAN
 MA2323  USGS QUAD   -  BRADFORD (1983)
 MA2323
 MA2323                         *CURRENT SURVEY CONTROL
 MA2323  ___________________________________________________________________
 MA2323* NAD 83(1992)-  41 56 07.25852(N)    078 38 41.02310(W)     ADJUSTED  
 MA2323* NAVD 88     -                                                        
 MA2323  ___________________________________________________________________
 MA2323  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 MA2323  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 MA2323
 MA2323  HORZ ORDER  -  THIRD
 MA2323
 MA2323.The horizontal coordinates were established by classical geodetic methods
 MA2323.and adjusted by the National Geodetic Survey in June 2002..
 MA2323
 MA2323
 MA2323.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2323
 MA2323.The geoid height was determined by GEOID03.
 MA2323
 MA2323;                    North         East     Units Scale Factor Converg.
 MA2323;SPC PA N     -   196,807.439   525,797.558   MT  0.99999765   -0 35 30.8
 MA2323;SPC PA N     -   645,692.41  1,725,054.15   sFT  0.99999765   -0 35 30.8
 MA2323;SPC NY W     -   214,915.346   344,908.525   MT  0.99993782   -0 02 27.7
 MA2323;SPC NY W     -   705,101.43  1,131,587.39   sFT  0.99993782   -0 02 27.7
 MA2323;UTM  17      - 4,645,281.078   695,261.259   MT  1.00006918   +1 34 28.2
 MA2323
 MA2323                          SUPERSEDED SURVEY CONTROL
 MA2323
 MA2323  NAD 83(1996)-  41 56 07.25856(N)    078 38 41.02299(W) AD(       ) 4
 MA2323  NAD 83(1986)-  41 56 07.26086(N)    078 38 41.02146(W) AD(       ) 4
 MA2323  NAD 27      -  41 56 07.03446(N)    078 38 41.92195(W) AD(       ) 3
 MA2323
 MA2323.Superseded values are not recommended for survey control.
 MA2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2323.See file dsdata.txt to determine how the superseded data were derived.
 MA2323
 MA2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG9526145281(NAD 83)
 MA2323
 MA2323  HISTORY     - Date     Condition        Report By
 MA2323  HISTORY     - 1967     MONUMENTED       CGS
 MA2323  HISTORY     - 20010418 MARK NOT FOUND   USPSQD
 MA2323
 MA2323                          STATION DESCRIPTION
 MA2323
 MA2323'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MA2323'STATION IS THE TOP CENTER OF THE MAST, 125 FEET IN HEIGHT, PAINTED
 MA2323'ALTERNATELY RED AND WHITE AND HAS A RED LIGHT CENTERED ON
 MA2323'TOP.  IT IS LOCATED IN THE VALLEY, ABOUT 2 MILES SOUTH OF BRADFORD, 2
 MA2323'MILES NORTH OF CUSTER CITY AND 0.4 MILE EAST OF U.S. HIGHWAY 219.
 MA2323'IT IS ON THE WEST SIDE OF A PAVED ROAD ABOUT 300 FEET WEST OF THE
 MA2323'RADIO STATION BUILDING.
 MA2323
 MA2323                          STATION RECOVERY (2001)
 MA2323
 MA2323'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA2323'DESTROYED. MAST AND RADIO STATION REMOVED AND RELOCATED IN 1989.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2326 ***********************************************************************
 MA2326  DESIGNATION -  BRADFORD RESET
 MA2326  PID         -  MA2326
 MA2326  STATE/COUNTY-  PA/MCKEAN
 MA2326  USGS QUAD   -  BRADFORD (1983)
 MA2326
 MA2326                         *CURRENT SURVEY CONTROL
 MA2326  ___________________________________________________________________
 MA2326* NAD 83(1992)-  41 57 09.90237(N)    078 38 09.32426(W)     ADJUSTED  
 MA2326* NAVD 88     -       622.     (meters)    2041.     (feet)  SCALED    
 MA2326  ___________________________________________________________________
 MA2326  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 MA2326  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 MA2326
 MA2326  HORZ ORDER  -  SECOND
 MA2326
 MA2326.The horizontal coordinates were established by classical geodetic methods
 MA2326.and adjusted by the National Geodetic Survey in June 2002..
 MA2326
 MA2326.The orthometric height was scaled from a topographic map.
 MA2326
 MA2326.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2326
 MA2326.The geoid height was determined by GEOID03.
 MA2326
 MA2326;                    North         East     Units Scale Factor Converg.
 MA2326;SPC PA N     -   198,732.604   526,547.546   MT  1.00000045   -0 35 09.9
 MA2326;SPC PA N     -   652,008.55  1,727,514.74   sFT  1.00000045   -0 35 09.9
 MA2326;SPC NY W     -   216,847.515   345,639.923   MT  0.99993773   -0 02 06.6
 MA2326;SPC NY W     -   711,440.56  1,133,986.98   sFT  0.99993773   -0 02 06.6
 MA2326;UTM  17      - 4,647,233.362   695,937.975   MT  1.00007243   +1 34 51.3
 MA2326
 MA2326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2326!SPC PA N     -   0.99990752  x   1.00000045  =   0.99990797
 MA2326!SPC NY W     -   0.99990752  x   0.99993773  =   0.99984526
 MA2326!UTM  17      -   0.99990752  x   1.00007243  =   0.99997994
 MA2326
 MA2326|---------------------------------------------------------------------|
 MA2326| PID    Reference Object                     Distance      Geod. Az  |
 MA2326|                                                           dddmmss.s |
 MA2326| AJ2354 BRADFORD RM 1                        17.008 METERS 09713     |
 MA2326| AJ2355 BRADFORD RM 2                        17.532 METERS 19056     |
 MA2326| MA2325 BRADFORD KENDALL OIL REF STK        APPROX. 1.1 KM 3473440.5 |
 MA2326| CJ8139 BRADFORD AZ MK                                     3490048.9 |
 MA2326|---------------------------------------------------------------------|
 MA2326
 MA2326                          SUPERSEDED SURVEY CONTROL
 MA2326
 MA2326  NAD 83(1996)-  41 57 09.90239(N)    078 38 09.32423(W) AD(       ) 2
 MA2326  NAD 83(1986)-  41 57 09.90464(N)    078 38 09.32161(W) AD(       ) 2
 MA2326  NAD 27      -  41 57 09.67862(N)    078 38 10.22536(W) AD(       ) 2
 MA2326
 MA2326.Superseded values are not recommended for survey control.
 MA2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2326.See file dsdata.txt to determine how the superseded data were derived.
 MA2326
 MA2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG9593847233(NAD 83)
 MA2326_MARKER: DH = HORIZONTAL CONTROL DISK
 MA2326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2326_STAMPING: BRADFORD 1935 1981
 MA2326_MARK LOGO: NGS   
 MA2326_MAGNETIC: N = NO MAGNETIC MATERIAL
 MA2326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA2326+STABILITY: SURFACE MOTION
 MA2326
 MA2326  HISTORY     - Date     Condition        Report By
 MA2326  HISTORY     - 1981     MONUMENTED       NGS
 MA2326  HISTORY     - 20010416 POOR             USPSQD
 MA2326
 MA2326                          STATION DESCRIPTION
 MA2326
 MA2326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 MA2326'THE STATION SURFACE MARK WAS FOUND IN THE PRONE POSITION.  THE STATION
 MA2326'SUB-SURFACE MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  A NEW
 MA2326'STATION SURFACE MARK WAS SET DIRECTLY OVER THE OLD SUB-SURFACE DISK.
 MA2326'REFERENCE MARKS ONE AND TWO WERE RECOVERED AND FOUND IN GOOD
 MA2326'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  THE
 MA2326'ENTIRE AREA WHERE THE AZIMUTH MARK WAS LOCATED HAS CHANGED.  HILL ROAD
 MA2326'IS NO LONGER IN AREA WHERE THE AZIMUTH MARK WAS.  DUE TO THE THICK
 MA2326'TIMBER AND LACK OF ANY VISIBILITY FROM THE STATION, NO NEW AZIMUTH
 MA2326'MARK COULD BE SET AT THIS DATE.  A SHORTER DISTANCE OF 0.08 FT (2.44
 MA2326'CM) WAS NOTED TO REFERENCE MARK ONE.  IT IS BELIEVED THE PREVIOUS
 MA2326'MEASUREMENT WAS A SLOPE DISTANCE.  ALL OTHER DISTANCES AND DIRECTIONS
 MA2326'AGREED WITH THE MOST RECENT INFORMATION AVAILABLE.  A COMPLETE NEW
 MA2326'DESCRIPTION FOLLOWS.
 MA2326' 
 MA2326'THE STATION IS LOCATED ON THE WEST END OF A WOODED RIDGE WHICH IS
 MA2326'ABOUT 1.25 KM (0.75 MI) EAST SOUTHEAST OF THE CENTER OF BRADFORD.
 MA2326'OWNERSHIP-- PENN OIL CO.  TO REACH THE STATION FROM THE INTERSECTION
 MA2326'OF US HIGHWAY 219 AND STATE HIGHWAY 346 IN BRADFORD, GO EAST ON STATE
 MA2326'HIGHWAY 346 FOR 0.15 KM (0.10 MI) TO A T-INTERSECTION, HIGH STREET ON
 MA2326'THE RIGHT AND EAST MAIN ON THE LEFT, TURN LEFT AND GO NORTHERLY ON
 MA2326'EAST MAIN STREET FOR 0.8 KM (0.50 MI) TO THE OAK RIDGE CEMETERY ON THE
 MA2326'RIGHT.  TURN RIGHT AND PICKWAY EASTERLY UPHILL THROUGH THE CEMETERY
 MA2326'FOR 0.9 KM (0.55 MI) TO THE MOST EASTERLY EDGE OF THE CEMETERY AND A
 MA2326'TRACK ROAD LEADING EAST UPHILL THROUGH THICK TIMBER.  GO EAST UPHILL
 MA2326'ON THE WINDING TRACK ROAD FOR 0.9 KM (0.55 MI) TO THE TOP OF THE RIDGE
 MA2326'AND THE STATION ON THE RIGHT AT A DIM FORK.
 MA2326' 
 MA2326'THE STATION IS A STANDARD NGS DISK STAMPED--BRADFORD 1935 1981--, SET
 MA2326'INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES (30 CM) IN
 MA2326'DIAMETER, RECESSED 9 CM BELOW THE GROUND.  LOCATED 20.0 FT (6.1 M) NE
 MA2326'FROM THE CENTER OF THE TRACK ROAD, 4.0 FT (1.2 M) S FROM THE CENTER OF
 MA2326'A DIM BLADED ROAD LEADING EAST AND 5.9 FT (1.8 M) NE FROM A WITNESS
 MA2326'POST.  THE UNDERGROUND MARK IS A STANDARD CGS DISK STAMPED--BRADFORD
 MA2326'1935--, SET INTO AN IRREGULAR MASS OF CONCRETE 3.0 FT (0.9 M) BELOW
 MA2326'THE SURFACE.
 MA2326' 
 MA2326'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--BRADFORD 1935 NO
 MA2326'1--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 INCHES (30 CM)
 MA2326'IN DIAMETER, PROJECTIING 3 INCHES (9 CM) ABOVE THE GROUND.  LOCATED
 MA2326'61.8 FT (18.8 M) N FROM THE WITNESS POST, 5.0 FT (1.5 M) NW FROM THE
 MA2326'CENTER OF THE TRACK ROAD, AND 3.5 FT (1.1 M) HIGHER THAN THE STATION.
 MA2326' 
 MA2326'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--BRADFORD 1935 NO
 MA2326'2--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 INCHES (30 CM)
 MA2326'IN DIAMETER, PROJECTIING 10 INCHES (25 CM) ABOVE THE GROUND.  LOCATED
 MA2326'85.0 FT (25.9 M) E FROM THE CENTER OF THE TRACK ROAD, 60.7 FT (18.5 M)
 MA2326'E FROM THE WITNESS POST, AND 4.0 FT (1.2 M) S FROM THE CENTER OF THE
 MA2326'DIM BLADED ROAD.
 MA2326
 MA2326                          STATION RECOVERY (2001)
 MA2326
 MA2326'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA2326'STATION MARK IS UPROOTED AND LAYING ON ITS SIDE AS REPORTED IN 1957
 MA2326'RECOVERY BY C G S. DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2321 ***********************************************************************
 MA2321  DESIGNATION -  BRADFORD TV CABLE CO MAST
 MA2321  PID         -  MA2321
 MA2321  STATE/COUNTY-  PA/MCKEAN
 MA2321  USGS QUAD   -  BRADFORD (1983)
 MA2321
 MA2321                         *CURRENT SURVEY CONTROL
 MA2321  ___________________________________________________________________
 MA2321* NAD 83(1992)-  41 57 37.99011(N)    078 41 29.66536(W)     ADJUSTED  
 MA2321* NAVD 88     -                                                        
 MA2321  ___________________________________________________________________
 MA2321  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 MA2321  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 MA2321
 MA2321  HORZ ORDER  -  THIRD
 MA2321
 MA2321.The horizontal coordinates were established by classical geodetic methods
 MA2321.and adjusted by the National Geodetic Survey in June 2002..
 MA2321
 MA2321
 MA2321.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2321
 MA2321.The geoid height was determined by GEOID03.
 MA2321
 MA2321;                    North         East     Units Scale Factor Converg.
 MA2321;SPC PA N     -   199,647.836   521,943.142   MT  1.00000173   -0 37 22.4
 MA2321;SPC PA N     -   655,011.28  1,712,408.46   sFT  1.00000173   -0 37 22.4
 MA2321;SPC NY W     -   217,718.394   341,027.226   MT  0.99993849   -0 04 20.5
 MA2321;SPC NY W     -   714,297.76  1,118,853.49   sFT  0.99993849   -0 04 20.5
 MA2321;UTM  17      - 4,647,973.888   691,301.979   MT  1.00005034   +1 32 38.1
 MA2321
 MA2321                          SUPERSEDED SURVEY CONTROL
 MA2321
 MA2321  NAD 83(1996)-  41 57 37.99020(N)    078 41 29.66537(W) AD(       ) 4
 MA2321  NAD 83(1986)-  41 57 37.99295(N)    078 41 29.66355(W) AD(       ) 4
 MA2321  NAD 27      -  41 57 37.76775(N)    078 41 30.55796(W) AD(       ) 3
 MA2321
 MA2321.Superseded values are not recommended for survey control.
 MA2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2321.See file dsdata.txt to determine how the superseded data were derived.
 MA2321
 MA2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG9130247974(NAD 83)
 MA2321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA2321+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2004
 MA2321
 MA2321  HISTORY     - Date     Condition        Report By
 MA2321  HISTORY     - 1967     MONUMENTED       CGS
 MA2321  HISTORY     - 20010418 GOOD             USPSQD
 MA2321  HISTORY     - 20041127 GOOD             USPSQD
 MA2321
 MA2321                          STATION DESCRIPTION
 MA2321
 MA2321'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MA2321'STATION IS THE TOP CENTER OF THE MAST, STRUCTURAL STEEL, TRIANGULAR
 MA2321'SHAPED, PAINTED ALTERNATELY RED AND WHITE AND 150 FEET IN HEIGHT.
 MA2321'
 MA2321'STATION IS LOCATED ABOUT 2-1/2 MILES WEST OF BRADFORD AND ON THE
 MA2321'HIGHEST POINT IN THE VICINITY.
 MA2321
 MA2321                          STATION RECOVERY (2001)
 MA2321
 MA2321'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA2321'RECOVERED IN GOOD CONDITION.
 MA2321
 MA2321                          STATION RECOVERY (2004)
 MA2321
 MA2321'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA2321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU4037 ***********************************************************************
 JU4037  CBN         -  This is a Cooperative Base Network Control Station.
 JU4037  DESIGNATION -  BRANDPORT
 JU4037  PID         -  JU4037
 JU4037  STATE/COUNTY-  PA/CHESTER
 JU4037  USGS QUAD   -  WEST CHESTER (1996)
 JU4037
 JU4037                         *CURRENT SURVEY CONTROL
 JU4037  ___________________________________________________________________
 JU4037* NAD 83(1992)-  39 59 24.80539(N)    075 34 46.72091(W)     ADJUSTED  
 JU4037* NAVD 88     -       141.2    (meters)     463.     (feet)  GPS OBS   
 JU4037  ___________________________________________________________________
 JU4037  X           -   1,218,644.748 (meters)                     COMP
 JU4037  Y           -  -4,739,317.312 (meters)                     COMP
 JU4037  Z           -   4,077,223.252 (meters)                     COMP
 JU4037  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 JU4037  ELLIP HEIGHT-         107.81  (meters)          (03/28/01) GPS OBS
 JU4037  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 JU4037
 JU4037  HORZ ORDER  -  A
 JU4037  ELLP ORDER  -  THIRD     CLASS II
 JU4037
 JU4037.The horizontal coordinates were established by GPS observations
 JU4037.and adjusted by the National Geodetic Survey in March 2001..
 JU4037
 JU4037.The orthometric height was determined by GPS observations and a
 JU4037.high-resolution geoid model.
 JU4037
 JU4037.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4037
 JU4037.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4037
 JU4037.The ellipsoidal height was determined by GPS observations
 JU4037.and is referenced to NAD 83.
 JU4037
 JU4037.The geoid height was determined by GEOID03.
 JU4037
 JU4037;                    North         East     Units Scale Factor Converg.
 JU4037;SPC PA S     -    75,215.223   785,341.221   MT  0.99999159   +1 24 29.2
 JU4037;SPC PA S     -   246,768.61  2,576,573.66   sFT  0.99999159   +1 24 29.2
 JU4037;UTM  18      - 4,426,833.018   450,514.499   MT  0.99963015   -0 22 21.1
 JU4037
 JU4037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4037!SPC PA S     -   0.99998309  x   0.99999159  =   0.99997468
 JU4037!UTM  18      -   0.99998309  x   0.99963015  =   0.99961324
 JU4037
 JU4037:                Primary Azimuth Mark                     Grid Az
 JU4037:SPC PA S     -  BRANDPORT AZ MK                          256 44 14.8
 JU4037:UTM  18      -  BRANDPORT AZ MK                          258 31 05.1
 JU4037
 JU4037|---------------------------------------------------------------------|
 JU4037| PID    Reference Object                     Distance      Geod. Az  |
 JU4037|                                                           dddmmss.s |
 JU4037| JU4038 BRANDPORT AZ MK                     APPROX. 0.6 KM 2580844.0 |
 JU4037|---------------------------------------------------------------------|
 JU4037
 JU4037                          SUPERSEDED SURVEY CONTROL
 JU4037
 JU4037  NAD 83(1996)-  39 59 24.80514(N)    075 34 46.72191(W) AD(       ) 3
 JU4037  NAD 83(1991)-  39 59 24.80171(N)    075 34 46.72396(W) AD(       ) 3
 JU4037  ELLIP H (01/27/92)  108.02   (m)                       GP(       ) 4 1
 JU4037  NAD 83(1986)-  39 59 24.80549(N)    075 34 46.73860(W) AD(       ) 3
 JU4037  NGVD 29 (09/11/89)  141.7    (m)          465.     (f) GPS OBS        
 JU4037
 JU4037.Superseded values are not recommended for survey control.
 JU4037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4037.See file dsdata.txt to determine how the superseded data were derived.
 JU4037
 JU4037_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5051426833(NAD 83)
 JU4037_MARKER: I = METAL ROD
 JU4037_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU4037_SP_SET: STAINLESS STEEL ROD
 JU4037_STAMPING: BRANDPORT 1988
 JU4037_MARK LOGO: NGS   
 JU4037_PROJECTION: FLUSH
 JU4037_MAGNETIC: I = MARKER IS A STEEL ROD
 JU4037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4037+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2001
 JU4037_ROD/PIPE-DEPTH: 6.80 meters
 JU4037_SLEEVE-DEPTH  : 1 meters
 JU4037
 JU4037  HISTORY     - Date     Condition        Report By
 JU4037  HISTORY     - 1988     MONUMENTED       NGS
 JU4037  HISTORY     - 19890125 GOOD
 JU4037  HISTORY     - 20000421 GOOD             PADT
 JU4037  HISTORY     - 20000926 GOOD             NGS
 JU4037  HISTORY     - 20001030 GOOD             PADT
 JU4037  HISTORY     - 20010502 GOOD             PADT
 JU4037
 JU4037                          STATION DESCRIPTION
 JU4037
 JU4037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 JU4037'THE STATION IS LOCATED ABOUT 3.9 KM (2.40 MI) NORTHEAST OF WEST
 JU4037'CHESTER, 3.2 KM (2.00 MI) WEST OF GOSHENVILLE, AT THE WEST
 JU4037'CHESTER-BRANDYWINE AERO AIRPORT, NORTHWEST OF THE AIRPORT OFFICE
 JU4037'BUILDING IN THE EAST END OF THE NARROW GRASS STRIP AT THE JUNCTION OF
 JU4037'THE MAIN CONNECTING TAXIWAY, PARALLEL TAXIWAY AND SINGLE ASPHALT
 JU4037'RUNWAY.
 JU4037'OWNERSHIP--BRANDYWINE PROPERTIES LIMITED, C/O AIRPORT MANAGER ERIC A.
 JU4037'FOWLER, 800 AIRPORT ROAD, WEST CHESTER PA 19380.  PHONE 215-692-6100
 JU4037'OR 2750.
 JU4037'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 202 AND PAOLI
 JU4037'PIKE ON THE NORTHEAST SIDE OF WEST CHESTER, GO NORTHEAST FOR 1.7 KM
 JU4037'(1.05 MI) ON PAOLI PIKE TO A PAVED SIDE ROAD ON THE LEFT JUST PAST THE
 JU4037'BIBLE BAPTIST CHURCH.  TURN LEFT AND GO NORTHWEST FOR 1.1 KM
 JU4037'(0.70 MI) ON AIRPORT ROAD TO A PAVED SIDE ROAD ON THE LEFT.  TURN LEFT
 JU4037'AND GO WEST FOR 0.3 KM (0.20 MI) ON THE AIRPORT ENTRANCE ROAD TO A
 JU4037'PAVED DRIVE ON THE RIGHT LEADING TO AN AIRPORT PARKING AREA.  TURN
 JU4037'RIGHT AND THEN LEFT PASSING THROUGH A LOCKED GATE GOING WEST FOR 0.1
 JU4037'KM (0.05 MI) ON THE PAVED DRIVE TO THE ASPHALT APRON.  TURN RIGHT AND
 JU4037'GO NORTHEAST FOR 0.1 KM (0.05 MI) ACROSS THE APRON AND EAST ONE OF TWO
 JU4037'CONNECTING TAXIWAYS TO THE MAIN CONNECTING TAXIWAY AND THE STATION ON
 JU4037'THE LEFT JUST AFTER CROSSING THE PARALLEL TAXIWAY.
 JU4037'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 JU4037'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 6.8 METERS IN A GREASE
 JU4037'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 JU4037'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 JU4037'33.6 M (110.2 FT) SOUTH FROM THE CENTER OF THE RUNWAY, 18.3 M
 JU4037'(60.0 FT) EAST FROM THE CENTER OF THE MAIN CONNECTING TAXIWAY, 11.8 M
 JU4037'(38.7 FT) NORTH FROM THE CENTER OF THE PARALLEL TAXIWAY, AND 11.4 M
 JU4037'(37.4 FT) SOUTH-SOUTHWEST FROM THE WEST END OF THE SOUTHERNMOST ONE OF
 JU4037'FOUR METAL CULVERT PIPES UNDER THE MAIN CONNECTING TAXIWAY.
 JU4037'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 JU4037
 JU4037                          STATION RECOVERY (1989)
 JU4037
 JU4037'RECOVERED 1989
 JU4037'RECOVERED IN GOOD CONDITION.
 JU4037
 JU4037                          STATION RECOVERY (2000)
 JU4037
 JU4037'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (WK)
 JU4037'RECOVERED IN GOOD CONDITION.
 JU4037
 JU4037                          STATION RECOVERY (2000)
 JU4037
 JU4037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CLH)
 JU4037'RECOVERED AS DESCRIBED.
 JU4037'
 JU4037
 JU4037                          STATION RECOVERY (2000)
 JU4037
 JU4037'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (WJK)
 JU4037'RECOVERED AS DESCRIBED.
 JU4037
 JU4037                          STATION RECOVERY (2001)
 JU4037
 JU4037'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (ADR)
 JU4037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU4038 ***********************************************************************
 JU4038  DESIGNATION -  BRANDPORT AZ MK
 JU4038  PID         -  JU4038
 JU4038  STATE/COUNTY-  PA/CHESTER
 JU4038  USGS QUAD   -  WEST CHESTER (1996)
 JU4038
 JU4038                         *CURRENT SURVEY CONTROL
 JU4038  ___________________________________________________________________
 JU4038* NAD 83(1992)-  39 59 21.06723(N)    075 35 09.86965(W)     ADJUSTED  
 JU4038* NAVD 88     -       139.4    (meters)     457.     (feet)  VERTCON   
 JU4038  ___________________________________________________________________
 JU4038  X           -   1,218,130.909 (meters)                     COMP
 JU4038  Y           -  -4,739,524.291 (meters)                     COMP
 JU4038  Z           -   4,077,133.599 (meters)                     COMP
 JU4038  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 JU4038  ELLIP HEIGHT-         105.76  (meters)          (06/21/02) GPS OBS
 JU4038  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JU4038
 JU4038  HORZ ORDER  -  THIRD
 JU4038  ELLP ORDER  -  FOURTH    CLASS I
 JU4038
 JU4038.The horizontal coordinates were established by GPS observations
 JU4038.and adjusted by the National Geodetic Survey in June 2002..
 JU4038
 JU4038.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4038
 JU4038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4038
 JU4038.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4038
 JU4038.The ellipsoidal height was determined by GPS observations
 JU4038.and is referenced to NAD 83.
 JU4038
 JU4038.The geoid height was determined by GEOID03.
 JU4038
 JU4038;                    North         East     Units Scale Factor Converg.
 JU4038;SPC PA S     -    75,086.488   784,795.037   MT  0.99999174   +1 24 14.2
 JU4038;SPC PA S     -   246,346.25  2,574,781.72   sFT  0.99999174   +1 24 14.2
 JU4038;UTM  18      - 4,426,721.356   449,964.777   MT  0.99963082   -0 22 35.9
 JU4038
 JU4038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4038!SPC PA S     -   0.99998341  x   0.99999174  =   0.99997515
 JU4038!UTM  18      -   0.99998341  x   0.99963082  =   0.99961423
 JU4038
 JU4038:                Primary Azimuth Mark                     Grid Az
 JU4038:SPC PA S     -  BRANDPORT                                076 44 14.9
 JU4038:UTM  18      -  BRANDPORT                                078 31 05.0
 JU4038
 JU4038|---------------------------------------------------------------------|
 JU4038| PID    Reference Object                     Distance      Geod. Az  |
 JU4038|                                                           dddmmss.s |
 JU4038| JU4037 BRANDPORT                           APPROX. 0.6 KM 0780829.1 |
 JU4038|---------------------------------------------------------------------|
 JU4038
 JU4038                          SUPERSEDED SURVEY CONTROL
 JU4038
 JU4038  NAD 83(1996)-  39 59 21.06711(N)    075 35 09.87085(W) AD(       ) 3
 JU4038  NAD 83(1991)-  39 59 21.06324(N)    075 35 09.87271(W) AD(       ) 3
 JU4038  ELLIP H (01/27/92)  105.97   (m)                       GP(       ) 4 1
 JU4038  NAD 83(1986)-  39 59 21.06761(N)    075 35 09.88760(W) AD(       ) 3
 JU4038  NGVD 29 (09/11/89)  139.7    (m)          458.     (f) GPS OBS        
 JU4038
 JU4038.Superseded values are not recommended for survey control.
 JU4038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4038.See file dsdata.txt to determine how the superseded data were derived.
 JU4038
 JU4038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK4996526721(NAD 83)
 JU4038_MARKER: I = METAL ROD
 JU4038_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU4038_SP_SET: STAINLESS STEEL ROD
 JU4038_STAMPING: BRANDPORT AZ MK 1988
 JU4038_MARK LOGO: NGS   
 JU4038_PROJECTION: FLUSH
 JU4038_MAGNETIC: I = MARKER IS A STEEL ROD
 JU4038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4038+SATELLITE: SATELLITE OBSERVATIONS - January 18, 1989
 JU4038_ROD/PIPE-DEPTH: 8.5  meters
 JU4038
 JU4038  HISTORY     - Date     Condition        Report By
 JU4038  HISTORY     - 1988     MONUMENTED       NGS
 JU4038  HISTORY     - 19890118 GOOD
 JU4038
 JU4038                          STATION DESCRIPTION
 JU4038
 JU4038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 JU4038'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) NORTHEAST OF WEST
 JU4038'CHESTER, 3.5 KM (2.15 MI) WEST OF GOSHENVILLE, AT THE WEST
 JU4038'CHESTER-BRANDYWINE AERO AIRPORT, NEAR THE WEST END OF AND ON THE SOUTH
 JU4038'SIDE OF THE SINGLE ASPHALT RUNWAY.
 JU4038'OWNERSHIP--BRANDYWINE PROPERTIES LIMITED, C/O AIRPORT MANAGER ERIC A.
 JU4038'FOWLER, 800 AIRPORT ROAD, WEST CHESTER PA 19380.  PHONE 215-692-6100
 JU4038'OR 2750.
 JU4038'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 202 AND PAOLI
 JU4038'PIKE ON THE NORTHEAST SIDE OF WEST CHESTER, GO NORTHEAST FOR 1.7 KM
 JU4038'(1.05 MI) ON PAOLI PIKE TO A PAVED SIDE ROAD ON THE LEFT JUST PAST THE
 JU4038'BIBLE BAPTIST CHURCH.  TURN LEFT AND GO NORTHWEST FOR 1.1 KM
 JU4038'(0.70 MI) ON AIRPORT ROAD TO A PAVED SIDE ROAD ON THE LEFT.  TURN LEFT
 JU4038'AND GO WEST FOR 0.3 KM (0.20 MI) ON THE AIRPORT ENTRANCE ROAD TO A
 JU4038'PAVED DRIVE ON THE RIGHT LEADING TO AN AIRPORT PARKING AREA.  TURN
 JU4038'RIGHT AND THEN LEFT PASSING THROUGH A LOCKED GATE THEN GO WEST FOR 0.1
 JU4038'KM (0.05 MI) ON THE PAVED DRIVE TO AN ASPHALT APRON.  TURN RIGHT AND
 JU4038'GO NORTHWEST FOR 0.1 KM (0.05 MI) ACROSS THE APRON AND WEST ONE OF TWO
 JU4038'CONNECTING TAXIWAYS TO THE PARALLEL TAXIWAY.  TURN LEFT AND GO WEST
 JU4038'FOR 0.2 KM (0.10 MI) ON THE PARALLEL TAXIWAY TO THE RUNWAY.  TURN LEFT
 JU4038'AND GO WEST FOR 0.3 KM (0.20 MI) ON THE RUNWAY TO THE STATION ON THE
 JU4038'LEFT JUST BEFORE REACHING THE TURN-AROUND AT THE WEST END OF THE
 JU4038'RUNWAY.
 JU4038'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 JU4038'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 8.5 METERS IN A
 JU4038'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 JU4038'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 JU4038'LOCATED 44.0 M (144.4 FT) SOUTHEAST FROM THE NORTHWEST CORNER OF THE
 JU4038'RUNWAY, 18.0 M (59.1 FT) SOUTH FROM THE CENTER OF THE RUWNAY, 7.2 M
 JU4038'(23.6 FT) SOUTH-SOUTHWEST FROM THE FIRST WHITE RUNWAY LIGHT ON THE
 JU4038'SOUTH SIDE OF THE RUNWAY FROM THE WEST END, AND 7.1 M (23.3 FT)
 JU4038'SOUTHEAST FROM THE SOUTH EDGE OF THE TURN-AROUND.
 JU4038'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 JU4038
 JU4038                          STATION RECOVERY (1989)
 JU4038
 JU4038'RECOVERED 1989
 JU4038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0190 ***********************************************************************
 MB0190  DESIGNATION -  BRANDY
 MB0190  PID         -  MB0190
 MB0190  STATE/COUNTY-  PA/ERIE
 MB0190  USGS QUAD   -  ALBION (1990)
 MB0190
 MB0190                         *CURRENT SURVEY CONTROL
 MB0190  ___________________________________________________________________
 MB0190* NAD 83(1992)-  41 59 30.55553(N)    080 16 09.04454(W)     ADJUSTED  
 MB0190* NAVD 88     -       271.059  (meters)     889.30   (feet)  ADJUSTED  
 MB0190  ___________________________________________________________________
 MB0190  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 MB0190  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 MB0190  DYNAMIC HT  -         270.959 (meters)     888.97  (feet)  COMP
 MB0190  MODELED GRAV-     980,247.0   (mgal)                       NAVD 88
 MB0190
 MB0190  HORZ ORDER  -  SECOND
 MB0190  VERT ORDER  -  SECOND    CLASS 0
 MB0190
 MB0190.The horizontal coordinates were established by classical geodetic methods
 MB0190.and adjusted by the National Geodetic Survey in June 2002..
 MB0190
 MB0190.The orthometric height was determined by differential leveling
 MB0190.and adjusted by the National Geodetic Survey in June 1991..
 MB0190
 MB0190.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB0190
 MB0190.The geoid height was determined by GEOID03.
 MB0190
 MB0190.The dynamic height is computed by dividing the NAVD 88
 MB0190.geopotential number by the normal gravity value computed on the
 MB0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0190.degrees latitude (g = 980.6199 gals.).
 MB0190
 MB0190.The modeled gravity was interpolated from observed gravity values.
 MB0190
 MB0190;                    North         East     Units Scale Factor Converg.
 MB0190;SPC PA N     -   205,732.206   391,285.333   MT  1.00000706   -1 39 59.5
 MB0190;SPC PA N     -   674,973.08  1,283,741.96   sFT  1.00000706   -1 39 59.5
 MB0190;UTM  17      - 4,649,126.406   560,532.779   MT  0.99964509   +0 29 20.2
 MB0190
 MB0190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB0190!SPC PA N     -   0.99996292  x   1.00000706  =   0.99996998
 MB0190!UTM  17      -   0.99996292  x   0.99964509  =   0.99960802
 MB0190
 MB0190:                Primary Azimuth Mark                     Grid Az
 MB0190:SPC PA N     -  ELM                                      243 05 11.9
 MB0190:UTM  17      -  ELM                                      240 55 52.2
 MB0190
 MB0190|---------------------------------------------------------------------|
 MB0190| PID    Reference Object                     Distance      Geod. Az  |
 MB0190|                                                           dddmmss.s |
 MB0190| MB0183 ELM                                 APPROX. 5.3 KM 2412512.4 |
 MB0190| MB0188 BRANDY RM 2                          10.424 METERS 28517     |
 MB0190| MB0189 BRANDY RM 1                          10.564 METERS 34844     |
 MB0190|---------------------------------------------------------------------|
 MB0190
 MB0190                          SUPERSEDED SURVEY CONTROL
 MB0190
 MB0190  NAD 83(1995)-  41 59 30.55739(N)    080 16 09.04418(W) AD(       ) 2
 MB0190  NAD 83(1986)-  41 59 30.56000(N)    080 16 09.04441(W) AD(       ) 2
 MB0190  NAD 27      -  41 59 30.35810(N)    080 16 09.82120(W) AD(       ) 2
 MB0190  NGVD 29 (??/??/92)  271.250  (m)          889.93   (f) ADJ UNCH    2 0
 MB0190
 MB0190.Superseded values are not recommended for survey control.
 MB0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0190.See file dsdata.txt to determine how the superseded data were derived.
 MB0190
 MB0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG6053349126(NAD 83)
 MB0190_MARKER: DS = TRIANGULATION STATION DISK
 MB0190_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0190_SP_SET: BRIDGE BUMPER CURB
 MB0190_STAMPING: BRANDY 1961
 MB0190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0190
 MB0190  HISTORY     - Date     Condition        Report By
 MB0190  HISTORY     - 1961     MONUMENTED       CGS
 MB0190  HISTORY     - 1961     GOOD             CGS
 MB0190  HISTORY     - 1975     GOOD             NGS
 MB0190  HISTORY     - 1975     GOOD             NGS
 MB0190
 MB0190                          STATION DESCRIPTION
 MB0190
 MB0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 MB0190'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF FAIRVIEW, 2-1/4
 MB0190'MILES EAST-SOUTHEAST OF GIRARD, NEAR THE SOUTHWEST END OF AN
 MB0190'OVERPASS BRIDGE ACROSS INTERSTATE HIGHWAY 90.
 MB0190'
 MB0190'TO REACH THE STATION SITE FROM THE POST OFFICE IN GIRARD, GO EASTERLY
 MB0190'ON WALNUT STREET AND PAVED ROAD FOR 1.3 MILES TO A FORK,
 MB0190'KEEP LEFT ON THE MAIN TRAVELED ROAD FOR 0.65 MILE TO A FORK (BECLMAN
 MB0190'ROAD), KEEP LEFT ON MAIN TRAVELED ROAD FOR 0.55 MILE TO A
 MB0190'FORK, KEEP RIGHT FOR 0.2 MILE TO THE SOUTHWEST CORNER OF THE OVERPASS
 MB0190'BRIDGE AND STATION.
 MB0190'
 MB0190'STATION IS A STANDARD DISK STAMPED BRANDY 1961, CEMENTED IN A DRILL
 MB0190'HOLE IN THE WEST CURB OF AN OVERPASS BRIDGE OVER
 MB0190'INTERSTATE HIGHWAY 90.  IT IS 150 FEET NORTHWEST OF THE SOUTHWEST END
 MB0190'OF THE OVERPASS, 15.0 FEET SOUTHWEST OF THE CENTER OF THE
 MB0190'OVERPASS, 56.7 FEET WEST-NORTHWEST OF THE SOUTHEAST END OF THE
 MB0190'OVERPASS AND 7 INCHES ABOVE THE SURFACE OF THE BRIDGE.
 MB0190'
 MB0190'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED BRANDY NO 1 1961,
 MB0190'CEMENTED IN A DRILL HOLE IN THE EAST CURB OF THE
 MB0190'OVERPASS.  IT IS 15 FEET NORTHEAST OF THE CENTER OF THE OVERPASS,
 MB0190'63.7 FEET NORTHWEST OF THE SOUTHEAST END OF THE OVERPASS,
 MB0190'43.3 FEET NORTHEAST OF THE SOUTHWEST END OF THE OVERPASS AND ABOUT
 MB0190'THE SAME ELEVATION AS THE STATION MARK.
 MB0190'
 MB0190'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED BRANDY NO 2 1961,
 MB0190'CEMENTED IN A DRILL IN THE WEST CURB OF THE OVERPASS. ITS
 MB0190'15.0 FEET SOUTHWEST OF THE CENTER OF THE OVERPASS, 41.3 FEET
 MB0190'NORTHWEST OF THE SOUTHWEST END OF THE OVERPASS, 87.7 FEET
 MB0190'WEST-NORTHWEST OF THE SOUTHEAST END OF THE OVERPASS AND ABOUT THE
 MB0190'SAME ELEVATION AS THE STATION MARK.
 MB0190
 MB0190                          STATION RECOVERY (1961)
 MB0190
 MB0190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 MB0190'4 MI SW FROM FAIRVIEW.
 MB0190'ABOUT 0.1 MILE EAST ALONG U.S. HIGHWAY 20 TO THE INTERSECTION
 MB0190'OF U.S. HIGHWAY 20 AND STATE HIGHWAY 98 FROM THE POST OFFICE IN
 MB0190'FAIRVIEW, THENCE 2.0 MILES SOUTH ALONG STATE HIGHWAY 98 TO
 MB0190'THE INTERCHANGE BRIDGE, THENCE WEST 1.92 MILES ALONG
 MB0190'INTERSTATE HIGHWAY 90 TO A CONCRETE OVERPASS BRIDGE.  ALSO
 MB0190'ABOUT 1.14 MILES WEST ALONG U.S. HIGHWAY TO THE JUNCTION OF STATE
 MB0190'HIGHWAY 18, FROM POST OFFICE IN GIRARD, THENCE 2.05 MILES SOUTH ALONG
 MB0190'STATE HIGHWAY 18 TO THE INTERSTATE HIGHWAY 90 OVERPASS BRIDGE, THENCE
 MB0190'3.91 MILES EAST ALONG INTERSTATE HIGHWAY 90, 150.0 FEET NORTHWEST OF
 MB0190'THE NORTHWEST END OF THE CONCRETE BRIDGE, 56.7 FEET NORTHWEST OF THE
 MB0190'SOUTHEAST END OF THE CONCRETE BRIDGE, SET IN TOP OF THE WEST
 MB0190'BUMPER CURBING OF THE OVERPASS CONCRETE BRIDGE OVER INTERSTATE
 MB0190'HIGHWAY 90 AND ABOUT 7 INCHES ABOVE THE LEVEL OF THE BRIDGE
 MB0190'FLOOR.
 MB0190
 MB0190                          STATION RECOVERY (1975)
 MB0190
 MB0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MB0190'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 MB0190'CONDITION AS DESCRIBED IN THE 1960 DESCRIPTION.  THIS STATION WAS
 MB0190'CHECKED FOR POSSIBLE DISTURBANCE FROM CONSTRUCTION ALONG INTERSTATE
 MB0190'HIGHWAY 90.  THE STATION WAS FOUND IN NO DANGER FROM THE FUTURE
 MB0190'CONSTRUCTION.
 MB0190'
 MB0190'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/4 MILES
 MB0190'EAST-SOUTHEAST OF GIRARD.
 MB0190
 MB0190                          STATION RECOVERY (1975)
 MB0190
 MB0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 MB0190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3815 ***********************************************************************
 KV3815  DESIGNATION -  BRANDY
 KV3815  PID         -  KV3815
 KV3815  STATE/COUNTY-  PA/CHESTER
 KV3815  USGS QUAD   -  DOWNINGTOWN (1983)
 KV3815
 KV3815                         *CURRENT SURVEY CONTROL
 KV3815  ___________________________________________________________________
 KV3815* NAD 83(1992)-  40 01 33.65996(N)    075 44 52.74189(W)     ADJUSTED  
 KV3815* NAVD 88     -       168.9    (meters)     554.     (feet)  VERTCON   
 KV3815  ___________________________________________________________________
 KV3815  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 KV3815  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 KV3815
 KV3815  HORZ ORDER  -  SECOND
 KV3815
 KV3815.The horizontal coordinates were established by classical geodetic methods
 KV3815.and adjusted by the National Geodetic Survey in June 2002..
 KV3815
 KV3815.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV3815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV3815
 KV3815.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3815
 KV3815.The geoid height was determined by GEOID03.
 KV3815
 KV3815;                    North         East     Units Scale Factor Converg.
 KV3815;SPC PA S     -    78,848.821   770,878.088   MT  0.99998680   +1 17 56.0
 KV3815;SPC PA S     -   258,689.84  2,529,122.53   sFT  0.99998680   +1 17 56.0
 KV3815;UTM  18      - 4,430,912.760   436,176.243   MT  0.99965015   -0 28 51.9
 KV3815
 KV3815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3815!SPC PA S     -   0.99997878  x   0.99998680  =   0.99996558
 KV3815!UTM  18      -   0.99997878  x   0.99965015  =   0.99962894
 KV3815
 KV3815|---------------------------------------------------------------------|
 KV3815| PID    Reference Object                     Distance      Geod. Az  |
 KV3815|                                                           dddmmss.s |
 KV3815| CB3621 BRANDY RM 1                          11.058 METERS 11332     |
 KV3815| JU3666 YMCA                                APPROX. 5.7 KM 1311705.1 |
 KV3815| CB3622 BRANDY RM 2                           8.509 METERS 23118     |
 KV3815| CF2675 BRANDY AZ MK                                       2851124.7 |
 KV3815|---------------------------------------------------------------------|
 KV3815
 KV3815                          SUPERSEDED SURVEY CONTROL
 KV3815
 KV3815  NAD 83(1996)-  40 01 33.65805(N)    075 44 52.74234(W) AD(       ) 2
 KV3815  NAD 83(1991)-  40 01 33.65774(N)    075 44 52.74225(W) AD(       ) 2
 KV3815  NAD 83(1986)-  40 01 33.65312(N)    075 44 52.74786(W) AD(       ) 2
 KV3815  NAD 27      -  40 01 33.27011(N)    075 44 53.94291(W) AD(       ) 2
 KV3815  NGVD 29 (07/19/86)  169.2    (m)          555.     (f) VERT ANG       
 KV3815
 KV3815.Superseded values are not recommended for survey control.
 KV3815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3815.See file dsdata.txt to determine how the superseded data were derived.
 KV3815
 KV3815_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK3617630913(NAD 83)
 KV3815_MARKER: DE = TRAVERSE STATION DISK
 KV3815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3815
 KV3815  HISTORY     - Date     Condition        Report By
 KV3815  HISTORY     - 1966     MONUMENTED       CGS
 KV3815  HISTORY     - 19950809 MARK NOT FOUND   USPSQD
 KV3815  HISTORY     - 20031115 POOR             USPSQD
 KV3815
 KV3815                          STATION DESCRIPTION
 KV3815
 KV3815'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KV3815'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF DOWNINGTOWN AND 0.1
 KV3815'MILE EAST OF U.S. HIGHWAY 322.  THE PROPERTY IS OWNED BY THE
 KV3815'BRANDYWINE BAPTIST CHURCH.
 KV3815'
 KV3815'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30
 KV3815'(EXPRESSWAY) AND U.S. HIGHWAY 322 ABOUT 1 MILE NORTHWEST OF
 KV3815'DOWNINGTOWN, GO NORTHWEST ON U.S. HIGHWAY 322 FOR 1.5 MILES TO AN
 KV3815'OPENING IN A FENCE LINE ON THE RIGHT, THIS IS JUST BEFORE
 KV3815'REACHING THE CHURCH, TURN RIGHT AND FOLLOW THE FENCE LINE EAST FOR
 KV3815'0.1 MILE TO THE STATION, AT THE SOUTHEAST CORNER OF CEMETERY.
 KV3815'
 KV3815'THE STATION IS 7 FEET WEST OF A FORKED HICKORY TREE, 6.9 FEET
 KV3815'SOUTHWEST OF A WIRE FENCE AND METAL WITNESS POST AND 3 FEET
 KV3815'SOUTHEAST OF A CYCLONE FENCE.  THE MARK IS A STANDARD TRAVERSE DISK
 KV3815'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES
 KV3815'AND STAMPED BRANDY 1966.-
 KV3815'
 KV3815'REFERENCE MARK NO. 1 IS 38 FEET SOUTHEAST OF A CYCLONE FENCE AND 3
 KV3815'FEET SOUTHWEST OF A WIRE FENCE.  THE MARK IS A STANDARD DISK
 KV3815'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES AND
 KV3815'STAMPED BRANDY NO 1 1966.-
 KV3815'
 KV3815'REFERENCE MARK NO. 2 IS 35 FEET SOUTHWEST OF A WIRE FENCE AND METAL
 KV3815'WITNESS POST AND 1 FOOT SOUTHEAST OF A CYCLONE FENCE.  THE MARK
 KV3815'IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH
 KV3815'WITH THE GROUND AND STAMPED BRANDY NO 2 1966.
 KV3815'
 KV3815'THE AZIMUTH MARK IS 120 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 322,
 KV3815'21 FEET WEST OF THE APPROXIMATE CENTER OF CORNER KETCH-LYNDELL RD.
 KV3815'AND 2 FEET SOUTH OF POWERLINE POLE NO. WR 642.  THE MARK IS A
 KV3815'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 KV3815'PROJECTING 2 INCHES AND STAMPED BRANDY 1966.
 KV3815'
 KV3815'TO REACH THE AZIMUTH MARK FROM THE OPENING IN FENCE LINE, CONTINUE
 KV3815'NORTHWEST ON U.S. HIGHWAY 322 FOR 0.05 MILE TO A SIDE ROAD ON THE
 KV3815'RIGHT, TURN RIGHT ON CORNER KETCH-LYNDELL RD. FOR ABOUT 100 FEET TO
 KV3815'THE MARK ON THE LEFT.
 KV3815'
 KV3815'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 KV3815
 KV3815                          STATION RECOVERY (1995)
 KV3815
 KV3815'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3815'MARK NOT FOUND.
 KV3815
 KV3815                          STATION RECOVERY (2003)
 KV3815
 KV3815'RECOVERY NOTE BY US POWER SQUADRON 2003 (SSB)
 KV3815'BRANDY 1 AND 2  REFERENCE MARKS FOUND. AZIMUTH MARK AND BRANDY MARK
 KV3815'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0189 ***********************************************************************
 MB0189  DESIGNATION -  BRANDY RM 1
 MB0189  PID         -  MB0189
 MB0189  STATE/COUNTY-  PA/ERIE
 MB0189  USGS QUAD   -  ALBION (1990)
 MB0189
 MB0189                         *CURRENT SURVEY CONTROL
 MB0189  ___________________________________________________________________
 MB0189* NAD 83(1986)-  41 59 30.     (N)    080 16 11.     (W)     SCALED    
 MB0189* NAVD 88     -       271.045  (meters)     889.25   (feet)  ADJUSTED  
 MB0189  ___________________________________________________________________
 MB0189  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 MB0189  DYNAMIC HT  -         270.945 (meters)     888.93  (feet)  COMP
 MB0189  MODELED GRAV-     980,247.1   (mgal)                       NAVD 88
 MB0189
 MB0189  VERT ORDER  -  SECOND    CLASS 0
 MB0189
 MB0189.The horizontal coordinates were scaled from a topographic map and have
 MB0189.an estimated accuracy of +/- 6 seconds.
 MB0189
 MB0189.The orthometric height was determined by differential leveling
 MB0189.and adjusted by the National Geodetic Survey in June 1991..
 MB0189
 MB0189.The geoid height was determined by GEOID03.
 MB0189
 MB0189.The dynamic height is computed by dividing the NAVD 88
 MB0189.geopotential number by the normal gravity value computed on the
 MB0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0189.degrees latitude (g = 980.6199 gals.).
 MB0189
 MB0189.The modeled gravity was interpolated from observed gravity values.
 MB0189
 MB0189;                    North         East    Units  Estimated Accuracy
 MB0189;SPC PA N     -   205,720.      391,240.      MT  (+/- 180 meters Scaled)
 MB0189
 MB0189                          SUPERSEDED SURVEY CONTROL
 MB0189
 MB0189  NGVD 29 (??/??/92)  271.235  (m)          889.88   (f) ADJ UNCH    2 0
 MB0189
 MB0189.Superseded values are not recommended for survey control.
 MB0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0189.See file dsdata.txt to determine how the superseded data were derived.
 MB0189
 MB0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG604491(NAD 83)
 MB0189_MARKER: DR = REFERENCE MARK DISK
 MB0189_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0189_SP_SET: BRIDGE BUMPER CURB
 MB0189_STAMPING: BRANDY NO 1 1961
 MB0189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0189
 MB0189  HISTORY     - Date     Condition        Report By
 MB0189  HISTORY     - 1961     MONUMENTED       CGS
 MB0189  HISTORY     - 1975     GOOD             NGS
 MB0189
 MB0189                          STATION DESCRIPTION
 MB0189
 MB0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0189'4 MI SW FROM FAIRVIEW.
 MB0189'ABOUT 0.1 MILE EAST ALONG U.S. HIGHWAY 20 TO THE INTERSECTION
 MB0189'OF U.S. HIGHWAY 20 AND STATE HIGHWAY 98 FROM THE POST OFFICE
 MB0189'IN FAIRVIEW, THENCE 2.0 MILES SOUTH ALONG STATE HIGHWAY 98 TO
 MB0189'THE INTERCHANGE BRIDGE, THENCE 1.92 MILES WEST ALONG INTERSTATE
 MB0189'HIGHWAY 90, 63.7 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 MB0189'CONCRETE BRIDGE, 43.3 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 MB0189'CONCRETE BRIDGE, 34.7 FEET NORTHWEST OF THE STATION MARK AND 15.0
 MB0189'FEET NORTHEAST OF THE CENTERLINE OF THE BRIDGE.  SET IN TOP OF
 MB0189'THE EAST BUMPER CURBING OF THE OVERPASS CONCRETE BRIDGE OVER
 MB0189'INTERSTATE HIGHWAY 90 AND ABOUT 6 INCHES ABOVE THE LEVEL OF
 MB0189'THE BRIDGE FLOOR.
 MB0189
 MB0189                          STATION RECOVERY (1975)
 MB0189
 MB0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 MB0189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0188 ***********************************************************************
 MB0188  DESIGNATION -  BRANDY RM 2
 MB0188  PID         -  MB0188
 MB0188  STATE/COUNTY-  PA/ERIE
 MB0188  USGS QUAD   -  ALBION (1990)
 MB0188
 MB0188                         *CURRENT SURVEY CONTROL
 MB0188  ___________________________________________________________________
 MB0188* NAD 83(1986)-  41 59 30.     (N)    080 16 11.     (W)     SCALED    
 MB0188* NAVD 88     -       271.047  (meters)     889.26   (feet)  ADJUSTED  
 MB0188  ___________________________________________________________________
 MB0188  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 MB0188  DYNAMIC HT  -         270.948 (meters)     888.94  (feet)  COMP
 MB0188  MODELED GRAV-     980,247.1   (mgal)                       NAVD 88
 MB0188
 MB0188  VERT ORDER  -  SECOND    CLASS 0
 MB0188
 MB0188.The horizontal coordinates were scaled from a topographic map and have
 MB0188.an estimated accuracy of +/- 6 seconds.
 MB0188
 MB0188.The orthometric height was determined by differential leveling
 MB0188.and adjusted by the National Geodetic Survey in June 1991..
 MB0188
 MB0188.The geoid height was determined by GEOID03.
 MB0188
 MB0188.The dynamic height is computed by dividing the NAVD 88
 MB0188.geopotential number by the normal gravity value computed on the
 MB0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0188.degrees latitude (g = 980.6199 gals.).
 MB0188
 MB0188.The modeled gravity was interpolated from observed gravity values.
 MB0188
 MB0188;                    North         East    Units  Estimated Accuracy
 MB0188;SPC PA N     -   205,720.      391,240.      MT  (+/- 180 meters Scaled)
 MB0188
 MB0188                          SUPERSEDED SURVEY CONTROL
 MB0188
 MB0188  NGVD 29 (??/??/92)  271.238  (m)          889.89   (f) ADJ UNCH    2 0
 MB0188
 MB0188.Superseded values are not recommended for survey control.
 MB0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0188.See file dsdata.txt to determine how the superseded data were derived.
 MB0188
 MB0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG604491(NAD 83)
 MB0188_MARKER: DR = REFERENCE MARK DISK
 MB0188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0188_SP_SET: BRIDGE BUMPER CURB
 MB0188_STAMPING: BRANDY NO 2 1961
 MB0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0188
 MB0188  HISTORY     - Date     Condition        Report By
 MB0188  HISTORY     - 1961     MONUMENTED       CGS
 MB0188  HISTORY     - 1975     GOOD             NGS
 MB0188
 MB0188                          STATION DESCRIPTION
 MB0188
 MB0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0188'4 MI SW FROM FAIRVIEW.
 MB0188'ABOUT 0.1 MILE EAST ALONG U.S. HIGHWAY 20 TO THE INTERSECTION
 MB0188'OF STATE HIGHWAY 98 FROM THE POST OFFICE IN FAIRVIEW, THENCE
 MB0188'2.0 MILES SOUTH ALONG STATE HIGHWAY 98 TO THE INTERCHANGE
 MB0188'BRIDGE OVER INTERSTATE HIGHWAY 90, THENCE 1.92 MILES WEST
 MB0188'ALONG INTERSTATE HIGHWAY 90, 87.7 FEET NORTHWEST OF THE
 MB0188'SOUTHEAST END OF THE CONCRETE BRIDGE, 41.3 FEET NORTHWEST OF
 MB0188'THE SOUTHWEST END OF THE BRIDGE, 34.2 FEET NORTHWEST OF THE
 MB0188'STATION MARK AND 15.0 FEET SOUTHWEST OF THE CENTERLINE OF THE
 MB0188'BRIDGE.  SET IN TOP OF THE WEST BUMPER CURBING OF THE OVER
 MB0188'PASS BRIDGE OVER INTERSTATE HIGHWAY 90 AND ABOUT 6 INCHES
 MB0188'ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 MB0188
 MB0188                          STATION RECOVERY (1975)
 MB0188
 MB0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 MB0188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2406 ***********************************************************************
 KW2406  DESIGNATION -  BRATTON
 KW2406  PID         -  KW2406
 KW2406  STATE/COUNTY-  PA/MIFFLIN
 KW2406  USGS QUAD   -  BELLEVILLE (1973)
 KW2406
 KW2406                         *CURRENT SURVEY CONTROL
 KW2406  ___________________________________________________________________
 KW2406* NAD 83(1992)-  40 32 17.68367(N)    077 41 20.49110(W)     ADJUSTED  
 KW2406* NAVD 88     -       217.288  (meters)     712.89   (feet)  ADJUSTED  
 KW2406  ___________________________________________________________________
 KW2406  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 KW2406  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KW2406  DYNAMIC HT  -         217.181 (meters)     712.53  (feet)  COMP
 KW2406  MODELED GRAV-     980,128.1   (mgal)                       NAVD 88
 KW2406
 KW2406  HORZ ORDER  -  SECOND
 KW2406  VERT ORDER  -  SECOND    CLASS 0
 KW2406
 KW2406.The horizontal coordinates were established by classical geodetic methods
 KW2406.and adjusted by the National Geodetic Survey in June 2002..
 KW2406
 KW2406.The orthometric height was determined by differential leveling
 KW2406.and adjusted by the National Geodetic Survey in June 1991..
 KW2406
 KW2406.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2406
 KW2406.The geoid height was determined by GEOID03.
 KW2406
 KW2406.The dynamic height is computed by dividing the NAVD 88
 KW2406.geopotential number by the normal gravity value computed on the
 KW2406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2406.degrees latitude (g = 980.6199 gals.).
 KW2406
 KW2406.The modeled gravity was interpolated from observed gravity values.
 KW2406
 KW2406;                    North         East     Units Scale Factor Converg.
 KW2406;SPC PA S     -   133,789.667   605,165.548   MT  0.99996066   +0 02 22.4
 KW2406;SPC PA S     -   438,941.60  1,985,447.30   sFT  0.99996066   +0 02 22.4
 KW2406;UTM  18      - 4,490,974.780   272,264.831   MT  1.00023844   -1 44 54.6
 KW2406
 KW2406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2406!SPC PA S     -   0.99997121  x   0.99996066  =   0.99993187
 KW2406!UTM  18      -   0.99997121  x   1.00023844  =   1.00020964
 KW2406
 KW2406:                Primary Azimuth Mark                     Grid Az
 KW2406:SPC PA S     -  BRATTON AZ MK                            040 16 24.9
 KW2406:UTM  18      -  BRATTON AZ MK                            042 03 41.9
 KW2406
 KW2406|---------------------------------------------------------------------|
 KW2406| PID    Reference Object                     Distance      Geod. Az  |
 KW2406|                                                           dddmmss.s |
 KW2406| KW2404 BRATTON AZ MK                                      0401847.3 |
 KW2406| KW2405 BRATTON RM 1                         13.122 METERS 13223     |
 KW2406| KW2407 BRATTON RM 2                          6.704 METERS 31955     |
 KW2406|---------------------------------------------------------------------|
 KW2406
 KW2406                          SUPERSEDED SURVEY CONTROL
 KW2406
 KW2406  NAD 83(1986)-  40 32 17.68336(N)    077 41 20.49609(W) AD(       ) 2
 KW2406  NAD 27      -  40 32 17.42118(N)    077 41 21.51820(W) AD(       ) 2
 KW2406  NGVD 29 (??/??/??)  217.489  (m)          713.55   (f) ADJUSTED    2 0
 KW2406
 KW2406.Superseded values are not recommended for survey control.
 KW2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2406.See file dsdata.txt to determine how the superseded data were derived.
 KW2406
 KW2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK7226590975(NAD 83)
 KW2406_MARKER: DE = TRAVERSE STATION DISK
 KW2406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2406_STAMPING: BRATTON 1966
 KW2406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2406+STABILITY: SURFACE MOTION
 KW2406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2406+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2004
 KW2406
 KW2406  HISTORY     - Date     Condition        Report By
 KW2406  HISTORY     - 1966     MONUMENTED       CGS
 KW2406  HISTORY     - 1967     GOOD             CGS
 KW2406  HISTORY     - 1975     GOOD             PADT
 KW2406  HISTORY     - 20040304 GOOD             PADT
 KW2406
 KW2406                          STATION DESCRIPTION
 KW2406
 KW2406'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW2406'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTHWEST OF LEWISTOWN, 3.5
 KW2406'MILES NORTHEAST OF MCVEYTOWN, 1.5 MILES WEST OF LOCKPORT AND ON
 KW2406'A HILL LOCALLY KNOWN AS BRATTONS HILL.  THE PROPERTY IS OWNED BY MR.
 KW2406'GALEN M. BRATTON.
 KW2406'
 KW2406'TO REACH THE STATION FROM THE POST OFFICE IN MCVEYTOWN, GO EAST ON
 KW2406'JOHN STREET FOR 0.05 MILE TO THE JUNCTION OF U.S. HIGHWAYS
 KW2406'522 AND 22, TURN LEFT ON U.S. HIGHWAYS 522 AND 22 AND GO NORTHEAST
 KW2406'FOR 3.8 MILES TO A DRIVEWAY LEADING TO MR. BRATTONS HOUSE
 KW2406'ON THE RIGHT, *TURN RIGHT UP THE DRIVEWAY FOR 0.05 MILE TO THE
 KW2406'STATION ON THE RIGHT, ABOUT 8 FEET HIGHER THAN THE DRIVEWAY.
 KW2406'
 KW2406'THE STATION MARK IS 300 FEET NORTHWEST OF THE HOUSE, 42 FEET
 KW2406'NORTHWEST OF POWERLINE POLE NO. G-1479, 18 FEET SOUTHWEST
 KW2406'OF THE APPROXIMATE CENTER OF THE DRIVEWAY AND 6.8 FEET NORTHWEST OF A
 KW2406'METAL WITNESS POST.  THE MARK IS A STANDARD TRAVERSE DISK SET
 KW2406'IN THE TOP OF A ROUND CONCRETE POST SET FLUSH WITH THE GROUND AND
 KW2406'STAMPED BRATTON 1966.
 KW2406'
 KW2406'REFERENCE MARK NO. 1 IS 4 FEET SOUTHWEST OF POWERLINE POLE NO. G-1479
 KW2406'AND 16 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE
 KW2406'DRIVEWAY.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND
 KW2406'CONCRETE POST SET FLUSH WITH THE GROUND AND STAMPED BRATTON
 KW2406'NO 1 1966.
 KW2406'
 KW2406'REFERENCE MARK NO. 2 IS 29 FEET NORTHWEST OF A METAL WITNESS POST AND
 KW2406'17 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE DRIVEWAY.
 KW2406'THE MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST
 KW2406'SET FLUSH WITH THE GROUND AND STAMPED BRATTON NO 2 1966.
 KW2406'
 KW2406'THE AZIMUTH MARK IS 44 FEET NORTHEAST OF POWERLINE POLE NO. C-1049,
 KW2406'19 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAYS
 KW2406'522 AND 22 AND 3.6 FEET SOUTHWEST OF A METAL WITNESS POST.  THE MARK
 KW2406'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE SOUTH
 KW2406'WEST END OF A CONCRETE CATCH BASIN SET FLUSH WITH THE GROUND AND
 KW2406'STAMPED BRATTON 1966.
 KW2406'
 KW2406'*TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAYS 522 AND
 KW2406'22 AND THE DRIVEWAY, GO EAST ON U.S.  HIGHWAYS 522 AND
 KW2406'22 FOR 0.45 MILE TO THE MARK ON THE LEFT.
 KW2406'
 KW2406'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KW2406
 KW2406                          STATION RECOVERY (1967)
 KW2406
 KW2406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KW2406'4.1 MI NE FROM MC VEYTOWN.
 KW2406'ABOUT 4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 22 AND 522 FROM
 KW2406'THE POST OFFICE IN MC VEYTOWN TO THE STATION ON THE TOP OF A
 KW2406'SMALL HILL KNOWN AS BRATTONS HILL, 300 FEET NORTHWEST OF MR
 KW2406'BRATTONS HOUSE, 150 FEET SOUTHEAST OF THE HIGHWAY, 42 FEET
 KW2406'NORTHWEST OF THE APPROXIMATE CENTER OF POWERLINE POLE NO G-1479,
 KW2406'18 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF DRIVEWAY LEADING
 KW2406'TO MR BRATTONS HOUSE, 6.8 FEET NORTHWEST OF A METAL WITNESS
 KW2406'SIGN, SET IN THE TOP OF A CONCRETE POST, FLUSH, AND IS ABOUT
 KW2406'30 FEET ABOVE THE LEVEL OF THE HIGHWAY.  43.06 FEET NORTHWEST
 KW2406'OF RM 1, 22.00 FEET SOUTHEAST OF RM 2.
 KW2406
 KW2406                          STATION RECOVERY (1975)
 KW2406
 KW2406'RECOVERY NOTE BY PA DEPT OF TRANSP 1975 (RRM)
 KW2406'BRATTON 1966 RECOVERED GOOD.
 KW2406'
 KW2406'REFERENCE MARK NO 1 RECOVERED GOOD.
 KW2406'
 KW2406'REFERENCE MARK NO 2 RECOVERED GOOD.
 KW2406'
 KW2406'AZIMUTH MARK RECOVERED GOOD (NOT VISIBLE FROM NGS BRATTON DUE TO
 KW2406'VEGETATION).
 KW2406'
 KW2406'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES WEST OF LOCK
 KW2406'PORT.
 KW2406
 KW2406                          STATION RECOVERY (2004)
 KW2406
 KW2406'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (LMS)
 KW2406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2404 ***********************************************************************
 KW2404  DESIGNATION -  BRATTON AZ MK
 KW2404  PID         -  KW2404
 KW2404  STATE/COUNTY-  PA/MIFFLIN
 KW2404  USGS QUAD   -  BELLEVILLE (1973)
 KW2404
 KW2404                         *CURRENT SURVEY CONTROL
 KW2404  ___________________________________________________________________
 KW2404* NAD 83(1986)-  40 32 38.     (N)    077 40 58.     (W)     SCALED    
 KW2404* NAVD 88     -       192.798  (meters)     632.54   (feet)  ADJUSTED  
 KW2404  ___________________________________________________________________
 KW2404  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KW2404  DYNAMIC HT  -         192.704 (meters)     632.23  (feet)  COMP
 KW2404  MODELED GRAV-     980,130.0   (mgal)                       NAVD 88
 KW2404
 KW2404  VERT ORDER  -  SECOND    CLASS 0
 KW2404
 KW2404.The horizontal coordinates were scaled from a topographic map and have
 KW2404.an estimated accuracy of +/- 6 seconds.
 KW2404
 KW2404.The orthometric height was determined by differential leveling
 KW2404.and adjusted by the National Geodetic Survey in June 1991..
 KW2404
 KW2404.The geoid height was determined by GEOID03.
 KW2404
 KW2404.The dynamic height is computed by dividing the NAVD 88
 KW2404.geopotential number by the normal gravity value computed on the
 KW2404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2404.degrees latitude (g = 980.6199 gals.).
 KW2404
 KW2404.The modeled gravity was interpolated from observed gravity values.
 KW2404
 KW2404;                    North         East    Units  Estimated Accuracy
 KW2404;SPC PA S     -   134,420.      605,690.      MT  (+/- 180 meters Scaled)
 KW2404
 KW2404                          SUPERSEDED SURVEY CONTROL
 KW2404
 KW2404  NGVD 29 (??/??/??)  192.999  (m)          633.20   (f) ADJUSTED    2 0
 KW2404
 KW2404.Superseded values are not recommended for survey control.
 KW2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2404.See file dsdata.txt to determine how the superseded data were derived.
 KW2404
 KW2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK728915(NAD 83)
 KW2404_MARKER: DZ = AZIMUTH MARK DISK
 KW2404_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2404_SP_SET: CATCH BASIN
 KW2404_STAMPING: BRATTON 1966
 KW2404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2404
 KW2404  HISTORY     - Date     Condition        Report By
 KW2404  HISTORY     - 1966     MONUMENTED       CGS
 KW2404  HISTORY     - 1967     GOOD             CGS
 KW2404
 KW2404                          STATION DESCRIPTION
 KW2404
 KW2404'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KW2404'4.6 MI NE FROM MC VEYTOWN.
 KW2404'ABOUT 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY 22 AND 522 FROM
 KW2404'THE POST OFFICE IN MC VEYTOWN, SET IN THE TOP OF THE SOUTHWEST
 KW2404'END OF A CATCHBASIN, 44 FEET NORTHEAST OF POWERLINE POLE NO C-1049,
 KW2404'19 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY, 3.6 FEET SOUTHWEST
 KW2404'OF A METAL WITNESS SIGN AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2405 ***********************************************************************
 KW2405  DESIGNATION -  BRATTON RM 1
 KW2405  PID         -  KW2405
 KW2405  STATE/COUNTY-  PA/MIFFLIN
 KW2405  USGS QUAD   -  BELLEVILLE (1973)
 KW2405
 KW2405                         *CURRENT SURVEY CONTROL
 KW2405  ___________________________________________________________________
 KW2405* NAD 83(1986)-  40 32 17.     (N)    077 41 20.     (W)     SCALED    
 KW2405* NAVD 88     -       217.513  (meters)     713.62   (feet)  ADJUSTED  
 KW2405  ___________________________________________________________________
 KW2405  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KW2405  DYNAMIC HT  -         217.406 (meters)     713.27  (feet)  COMP
 KW2405  MODELED GRAV-     980,128.1   (mgal)                       NAVD 88
 KW2405
 KW2405  VERT ORDER  -  SECOND    CLASS 0
 KW2405
 KW2405.The horizontal coordinates were scaled from a topographic map and have
 KW2405.an estimated accuracy of +/- 6 seconds.
 KW2405
 KW2405.The orthometric height was determined by differential leveling
 KW2405.and adjusted by the National Geodetic Survey in June 1991..
 KW2405
 KW2405.The geoid height was determined by GEOID03.
 KW2405
 KW2405.The dynamic height is computed by dividing the NAVD 88
 KW2405.geopotential number by the normal gravity value computed on the
 KW2405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2405.degrees latitude (g = 980.6199 gals.).
 KW2405
 KW2405.The modeled gravity was interpolated from observed gravity values.
 KW2405
 KW2405;                    North         East    Units  Estimated Accuracy
 KW2405;SPC PA S     -   133,770.      605,180.      MT  (+/- 180 meters Scaled)
 KW2405
 KW2405                          SUPERSEDED SURVEY CONTROL
 KW2405
 KW2405  NGVD 29 (??/??/??)  217.713  (m)          714.28   (f) ADJUSTED    2 0
 KW2405
 KW2405.Superseded values are not recommended for survey control.
 KW2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2405.See file dsdata.txt to determine how the superseded data were derived.
 KW2405
 KW2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK722909(NAD 83)
 KW2405_MARKER: DR = REFERENCE MARK DISK
 KW2405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2405_STAMPING: BRATTON NO 1 1966
 KW2405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2405+STABILITY: SURFACE MOTION
 KW2405
 KW2405  HISTORY     - Date     Condition        Report By
 KW2405  HISTORY     - 1966     MONUMENTED       CGS
 KW2405  HISTORY     - 1967     GOOD             CGS
 KW2405
 KW2405                          STATION DESCRIPTION
 KW2405
 KW2405'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KW2405'4.1 MI NE FROM MC VEYTOWN.
 KW2405'AT THE BRATTON STATION SITE-- 43.06 FEET SOUTHEAST OF THE
 KW2405'STATION, 16 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 KW2405'DRIVEWAY, 4 FEET SOUTHWEST OF THE POWERLINE POLE, SET IN THE
 KW2405'TOP OF A CONCRETE POST, FLUSH, AND IS ABOUT THE SAME ELEVATION
 KW2405'AS THE STATION.  NOTE-- FOR DESCRIPTION SEE STATION BRATTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2407 ***********************************************************************
 KW2407  DESIGNATION -  BRATTON RM 2
 KW2407  PID         -  KW2407
 KW2407  STATE/COUNTY-  PA/MIFFLIN
 KW2407  USGS QUAD   -  BELLEVILLE (1973)
 KW2407
 KW2407                         *CURRENT SURVEY CONTROL
 KW2407  ___________________________________________________________________
 KW2407* NAD 83(1986)-  40 32 17.     (N)    077 41 20.     (W)     SCALED    
 KW2407* NAVD 88     -       215.989  (meters)     708.62   (feet)  ADJUSTED  
 KW2407  ___________________________________________________________________
 KW2407  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KW2407  DYNAMIC HT  -         215.883 (meters)     708.28  (feet)  COMP
 KW2407  MODELED GRAV-     980,128.1   (mgal)                       NAVD 88
 KW2407
 KW2407  VERT ORDER  -  SECOND    CLASS 0
 KW2407
 KW2407.The horizontal coordinates were scaled from a topographic map and have
 KW2407.an estimated accuracy of +/- 6 seconds.
 KW2407
 KW2407.The orthometric height was determined by differential leveling
 KW2407.and adjusted by the National Geodetic Survey in June 1991..
 KW2407
 KW2407.The geoid height was determined by GEOID03.
 KW2407
 KW2407.The dynamic height is computed by dividing the NAVD 88
 KW2407.geopotential number by the normal gravity value computed on the
 KW2407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2407.degrees latitude (g = 980.6199 gals.).
 KW2407
 KW2407.The modeled gravity was interpolated from observed gravity values.
 KW2407
 KW2407;                    North         East    Units  Estimated Accuracy
 KW2407;SPC PA S     -   133,770.      605,180.      MT  (+/- 180 meters Scaled)
 KW2407
 KW2407                          SUPERSEDED SURVEY CONTROL
 KW2407
 KW2407  NGVD 29 (??/??/??)  216.190  (m)          709.28   (f) ADJUSTED    2 0
 KW2407
 KW2407.Superseded values are not recommended for survey control.
 KW2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2407.See file dsdata.txt to determine how the superseded data were derived.
 KW2407
 KW2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK722909(NAD 83)
 KW2407_MARKER: DR = REFERENCE MARK DISK
 KW2407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2407_STAMPING: BRATTON NO 2 1966
 KW2407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2407+STABILITY: SURFACE MOTION
 KW2407
 KW2407  HISTORY     - Date     Condition        Report By
 KW2407  HISTORY     - 1966     MONUMENTED       CGS
 KW2407  HISTORY     - 1967     GOOD             CGS
 KW2407
 KW2407                          STATION DESCRIPTION
 KW2407
 KW2407'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KW2407'4.1 MI NE FROM MC VEYTOWN.
 KW2407'AT THE BRATTON STATION SITE-- 22.00 FEET NORTHWEST OF THE STATION,
 KW2407'29 FEET NORTHWEST OF A METAL WITNESS SIGN, 17 FEET SOUTHWEST OF
 KW2407'THE APPROXIMATE CENTER OF A DRIVEWAY, SET IN THE TOP OF A
 KW2407'CONCRETE POST, FLUSH, AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE
 KW2407'STATION.  NOTE-- FOR DESCRIPTION SEE STATION BRATTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1469 ***********************************************************************
 LY1469  DESIGNATION -  BRAY
 LY1469  PID         -  LY1469
 LY1469  STATE/COUNTY-  PA/LUZERNE
 LY1469  USGS QUAD   -  WILKES-BARRE WEST (1990)
 LY1469
 LY1469                         *CURRENT SURVEY CONTROL
 LY1469  ___________________________________________________________________
 LY1469* NAD 83(1992)-  41 08 56.86524(N)    075 57 54.70353(W)     ADJUSTED  
 LY1469* NAVD 88     -       366.977  (meters)    1203.99   (feet)  ADJUSTED  
 LY1469  ___________________________________________________________________
 LY1469  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 LY1469  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 LY1469  DYNAMIC HT  -         366.818 (meters)    1203.47  (feet)  COMP
 LY1469  MODELED GRAV-     980,179.4   (mgal)                       NAVD 88
 LY1469
 LY1469  HORZ ORDER  -  SECOND
 LY1469  VERT ORDER  -  SECOND    CLASS 0
 LY1469
 LY1469.The horizontal coordinates were established by classical geodetic methods
 LY1469.and adjusted by the National Geodetic Survey in June 2002..
 LY1469
 LY1469.The orthometric height was determined by differential leveling
 LY1469.and adjusted by the National Geodetic Survey in June 1991..
 LY1469
 LY1469.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY1469
 LY1469.The geoid height was determined by GEOID03.
 LY1469
 LY1469.The dynamic height is computed by dividing the NAVD 88
 LY1469.geopotential number by the normal gravity value computed on the
 LY1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1469.degrees latitude (g = 980.6199 gals.).
 LY1469
 LY1469.The modeled gravity was interpolated from observed gravity values.
 LY1469
 LY1469;                    North         East     Units Scale Factor Converg.
 LY1469;SPC PA N     -   110,649.600   749,810.456   MT  0.99996775   +1 10 50.6
 LY1469;SPC PA N     -   363,022.90  2,460,003.14   sFT  0.99996775   +1 10 50.6
 LY1469;UTM  18      - 4,555,760.952   419,008.303   MT  0.99968073   -0 38 06.6
 LY1469
 LY1469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY1469!SPC PA N     -   0.99994748  x   0.99996775  =   0.99991523
 LY1469!UTM  18      -   0.99994748  x   0.99968073  =   0.99962822
 LY1469
 LY1469|---------------------------------------------------------------------|
 LY1469| PID    Reference Object                     Distance      Geod. Az  |
 LY1469|                                                           dddmmss.s |
 LY1469| LY1470 BRAY RM 1                            43.744 METERS 11003     |
 LY1469| LY2756 SCHWARTZ                            APPROX. 3.4 KM 1803725.1 |
 LY1469| LY1468 BRAY RM 2                            41.250 METERS 22519     |
 LY1469|---------------------------------------------------------------------|
 LY1469
 LY1469                          SUPERSEDED SURVEY CONTROL
 LY1469
 LY1469  NAD 83(1986)-  41 08 56.86577(N)    075 57 54.70624(W) AD(       ) 2
 LY1469  NAD 27      -  41 08 56.56640(N)    075 57 55.98820(W) AD(       ) 2
 LY1469  NGVD 29 (??/??/92)  367.160  (m)         1204.59   (f) ADJ UNCH    2 0
 LY1469
 LY1469.Superseded values are not recommended for survey control.
 LY1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1469.See file dsdata.txt to determine how the superseded data were derived.
 LY1469
 LY1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL1900855761(NAD 83)
 LY1469_MARKER: DS = TRIANGULATION STATION DISK
 LY1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1469_STAMPING: BRAY TRIANGULATION STATION 1959
 LY1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1469+STABILITY: SURFACE MOTION
 LY1469
 LY1469  HISTORY     - Date     Condition        Report By
 LY1469  HISTORY     - 1959     MONUMENTED       CGS
 LY1469  HISTORY     - 1959     GOOD             CGS
 LY1469  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LY1469  HISTORY     - 1964     GOOD             NGS
 LY1469  HISTORY     - 1974     SEE DESCRIPTION  NGS
 LY1469
 LY1469                          STATION DESCRIPTION
 LY1469
 LY1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY1469'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTHWEST OF WILKES-BARRE,
 LY1469'ABOUT 2 MILES NORTH OF BLYTHEBURN, ABOUT 1 MILE SOUTHEAST OF
 LY1469'NUANGOLA LAKE AND ALONG THE SOUTH EDGE OF A ROW OF TREES BETWEEN TWO
 LY1469'RECTANGULAR FIELDS AND ON PROPERTY OWNED BY MR. CHARLES BRAY.
 LY1469'
 LY1469'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 309 AND STATE
 LY1469'HIGHWAYS 115 AND 315 AT THE EAST EDGE OF WILKES- BARRE, GO SOUTH
 LY1469'AND SOUTHWEST ON U.S. HIGHWAY 309 FOR 11.18 MILES TO A CROSSROAD AND
 LY1469'AN OVERHEAD CAUTION TRAFFIC LIGHT.  TURN RIGHT AND GO NORTHWEST ON A
 LY1469'MACADAM ROAD FOR 1.7 MILES TO A CROSSROAD IN THE SMALL VILLAGE OF
 LY1469'ALGERT, CONTINUE WEST ON COUNTY ROUTE 40112 FOR 0.17 MILE TO A FORK.
 LY1469'TAKE THE RIGHT FORK AND GO NORTH AND NORTHWEST ON A MACADAM ROAD FOR
 LY1469'2.55 MILES TO A T-ROAD INTERSECTION, CONTINUE STRAIGHT AHEAD,
 LY1469'WEST, FOR 0.3 MILE TO A DRIVEWAY ON THE RIGHT, LEADING TO MR. BRAYS
 LY1469'HOME.  TURN RIGHT ONTO THE DRIVEWAY AND GO NORTH PASSING TO THE
 LY1469'RIGHT, WEST, SIDE OF THE FARM HOME AND CONTINUE NORTH ON A
 LY1469'FIELD ROAD FOR 0.16 MILE TO A SECOND ROW OF TREES.  TURN RIGHT AND GO
 LY1469'ALONG THE SOUTH SIDE OF THE ROW OF TREES FOR 0.02 MILE TO THE
 LY1469'STATION.
 LY1469'
 LY1469'THE STATION MARK, A STANDARD DISK STAMPED BRAY 1959, IS SET IN THE
 LY1469'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES ABOVE
 LY1469'THE SURFACE OF THE GROUND.  IT IS 99 FEET EAST OF THE APPROXIMATE
 LY1469'CENTER OF A TRACK ROAD, 5 FEET SOUTH OF THE ROW OF TREES AND 3 FEET
 LY1469'SOUTH OF A STANDARD METAL WITNESS POST.
 LY1469'
 LY1469'REFERENCE MARK 1, A STANDARD DISK STAMPED BRAY NO 1 1959, IS SET IN
 LY1469'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 LY1469'OF THE GROUND.  IT IS 3 FEET SOUTH-SOUTHWEST OF A 12-INCH BLACK OAK
 LY1469'TREE WITH A TRIANGULAR BLAZE AND 3 FEET WEST OF A FENCE LINE.  THE
 LY1469'MARK IS ABOUT 3 FEET LOWER THAN THE STATION.
 LY1469'
 LY1469'REFERENCE MARK 2, A STANDARD DISK STAMPED BRAY NO 2 1959, IS SET IN
 LY1469'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS ABOUT 2 INCHES BELOW
 LY1469'THE SURFACE OF THE GROUND.  IT IS 10 FEET WEST OF THE APPROXIMATE
 LY1469'CENTER OF A TRACK ROAD AND IS ALONG THE EAST EDGE OF A ROW OF TREES.
 LY1469'THE MARK IS ABOUT THE SAME ELEVATION AS THE STATION.
 LY1469'
 LY1469'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LY1469
 LY1469                          STATION RECOVERY (1959)
 LY1469
 LY1469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LY1469'2 MI NW FROM BLYTHEBURN.
 LY1469'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 309 AND
 LY1469'STATE HIGHWAYS 115 AND 315 AT THE EAST EDGE OF WILDES-BARRE, GO
 LY1469'SOUTH AND SOUTHWEST ON U.S. HIGHWAY 309 FOR 11.18 MILES TO A
 LY1469'CROSSROAD AND AN OVERHEAD CAUTION TRAFFIC LIGHT.  TURN RIGHT
 LY1469'AND GO NORTHWEST ON A MACADAM ROAD FOR 1.7 MILES TO A CROSSROAD
 LY1469'IN THE SMALL VILLAGE OF ALBERT, CONTINUE WEST ON COUNTY ROUTE
 LY1469'40112 FOR 0.17 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO NORTH
 LY1469'AND NORTHWEST ON A MACADAM ROAD FOR 2.55 MILES TO A T-ROAD
 LY1469'INTERSECTION, CONTINUE STRAIGHT AHEAD, WEST, FOR 0.3 MILE TO A
 LY1469'DRIVEWAY ON THE RIGHT, LEADING TO MR. BRAYS HOME.  TURN RIGHT
 LY1469'ONTO THE DRIVEWAY AND GO NORTH PASSING TO THE RIGHT, WEST SIDE
 LY1469'OF THE FARM HOME AND CONTINUE NORTH ON A FIELD ROAD FOR 0.16
 LY1469'MILE TO A SECOND ROW OF TREES.  TURN RIGHT AND GO ALONG THE
 LY1469'SOUTH SIDE OF THE ROW OF TREES FOR 0.02 MILE TO THE STATION.
 LY1469
 LY1469                          STATION RECOVERY (1964)
 LY1469
 LY1469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 LY1469'THE STATION MARK AND THE TWO REFERENCE MARKS WERE RECOVERED AS
 LY1469'DESCRIBED AND FOUND TO BE IN GOOD CONDITION, DISTANCE MEASUREMENT
 LY1469'TO THE REFERENCE MARKS IS CORRECT.
 LY1469'
 LY1469'AN AZIMUTH MARK WAS FOUND ABOUT 0.15 MILE SOUTHEAST OF THE STATION,
 LY1469'IT HAD NEVER BEEN OBSERVED ON AS INDICATED IN THE BOX SCORE OF THE
 LY1469'DESCRIPTION.  THIS MARK WAS IN THE WAY OF A TRAFFIC INTERCHANGE UNDER
 LY1469'CONSTRUCTION FOR THE NEW HIGHWAY, THE MARK WAS DESTROYED AND DISK
 LY1469'REMOVED AT THIS DATE.
 LY1469'
 LY1469'THE STATION CAN BE REACHED BY THE ORIGINAL DESCRIPTION, WHEN THE NEW
 LY1469'INTERSTATE HIGHWAY 81 IS COMPLETED GO SOUTHWEST ON THIS HIGHWAY FOR
 LY1469'ABOUT 5 MILES TO THE FIRST INTERCHANGE AND STATION ON HILL TO THE
 LY1469'NORTHWEST.
 LY1469
 LY1469                          STATION RECOVERY (1964)
 LY1469
 LY1469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LY1469'RECOVERED IN GOOD CONDITION.
 LY1469
 LY1469                          STATION RECOVERY (1974)
 LY1469
 LY1469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LY1469'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 LY1469'AS DESCRIBED IN THE 1959 DESCRIPTION.  CONSTRUCTION OF A NEW HOUSE
 LY1469'HAS BEEN COMPLETED AND THE STATION IS NOW 75 FEET NORTH OF THE NEW
 LY1469'HOUSE, JUST OUTSIDE OF THE PROPERTY LINE.  THE MARK IS IN NO
 LY1469'DANGER OF BEING DESTROYED AS REPORTED.  THE PROPERTY IS STILL OWNED
 LY1469'BY THE ORIGINAL PROPERTY OWNER.
 LY1469'
 LY1469'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1 MILE SE OF
 LY1469'NUANGOLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1470 ***********************************************************************
 LY1470  DESIGNATION -  BRAY RM 1
 LY1470  PID         -  LY1470
 LY1470  STATE/COUNTY-  PA/LUZERNE
 LY1470  USGS QUAD   -  WILKES-BARRE WEST (1990)
 LY1470
 LY1470                         *CURRENT SURVEY CONTROL
 LY1470  ___________________________________________________________________
 LY1470* NAD 83(1986)-  41 08 56.     (N)    075 57 54.     (W)     SCALED    
 LY1470* NAVD 88     -       365.717  (meters)    1199.86   (feet)  ADJUSTED  
 LY1470  ___________________________________________________________________
 LY1470  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 LY1470  DYNAMIC HT  -         365.558 (meters)    1199.33  (feet)  COMP
 LY1470  MODELED GRAV-     980,179.4   (mgal)                       NAVD 88
 LY1470
 LY1470  VERT ORDER  -  SECOND    CLASS 0
 LY1470
 LY1470.The horizontal coordinates were scaled from a topographic map and have
 LY1470.an estimated accuracy of +/- 6 seconds.
 LY1470
 LY1470.The orthometric height was determined by differential leveling
 LY1470.and adjusted by the National Geodetic Survey in June 1991..
 LY1470
 LY1470.The geoid height was determined by GEOID03.
 LY1470
 LY1470.The dynamic height is computed by dividing the NAVD 88
 LY1470.geopotential number by the normal gravity value computed on the
 LY1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1470.degrees latitude (g = 980.6199 gals.).
 LY1470
 LY1470.The modeled gravity was interpolated from observed gravity values.
 LY1470
 LY1470;                    North         East    Units  Estimated Accuracy
 LY1470;SPC PA N     -   110,620.      749,830.      MT  (+/- 180 meters Scaled)
 LY1470
 LY1470                          SUPERSEDED SURVEY CONTROL
 LY1470
 LY1470  NGVD 29 (??/??/92)  365.900  (m)         1200.46   (f) ADJ UNCH    2 0
 LY1470
 LY1470.Superseded values are not recommended for survey control.
 LY1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1470.See file dsdata.txt to determine how the superseded data were derived.
 LY1470
 LY1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL190557(NAD 83)
 LY1470_MARKER: DR = REFERENCE MARK DISK
 LY1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1470_STAMPING: BRAY RM NO 1 1959
 LY1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1470+STABILITY: SURFACE MOTION
 LY1470
 LY1470  HISTORY     - Date     Condition        Report By
 LY1470  HISTORY     - 1959     MONUMENTED       CGS
 LY1470  HISTORY     - 1964     GOOD             NGS
 LY1470
 LY1470                          STATION DESCRIPTION
 LY1470
 LY1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1470'2 MI NW FROM BLYTHEBURN.
 LY1470'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BRAY NO 1 1959, AND
 LY1470'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 LY1470'THE SURFACE OF THE GROUND.  IT IS 3 FEET SOUTH-SOUTHWEST OF A
 LY1470'12-INCH BLACK OAK TREE WITH A TRIANGULAR BLAZE AND 3 FEET WEST
 LY1470'OF A FENCE LINE.  THE MARK IS ABOUT 3 FEET LOWER THAN THE
 LY1470'STATION.
 LY1470
 LY1470                          STATION RECOVERY (1964)
 LY1470
 LY1470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LY1470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1468 ***********************************************************************
 LY1468  DESIGNATION -  BRAY RM 2
 LY1468  PID         -  LY1468
 LY1468  STATE/COUNTY-  PA/LUZERNE
 LY1468  USGS QUAD   -  WILKES-BARRE WEST (1990)
 LY1468
 LY1468                         *CURRENT SURVEY CONTROL
 LY1468  ___________________________________________________________________
 LY1468* NAD 83(1986)-  41 08 56.     (N)    075 57 54.     (W)     SCALED    
 LY1468* NAVD 88     -       365.551  (meters)    1199.31   (feet)  ADJUSTED  
 LY1468  ___________________________________________________________________
 LY1468  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 LY1468  DYNAMIC HT  -         365.393 (meters)    1198.79  (feet)  COMP
 LY1468  MODELED GRAV-     980,179.4   (mgal)                       NAVD 88
 LY1468
 LY1468  VERT ORDER  -  SECOND    CLASS 0
 LY1468
 LY1468.The horizontal coordinates were scaled from a topographic map and have
 LY1468.an estimated accuracy of +/- 6 seconds.
 LY1468
 LY1468.The orthometric height was determined by differential leveling
 LY1468.and adjusted by the National Geodetic Survey in June 1991..
 LY1468
 LY1468.The geoid height was determined by GEOID03.
 LY1468
 LY1468.The dynamic height is computed by dividing the NAVD 88
 LY1468.geopotential number by the normal gravity value computed on the
 LY1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1468.degrees latitude (g = 980.6199 gals.).
 LY1468
 LY1468.The modeled gravity was interpolated from observed gravity values.
 LY1468
 LY1468;                    North         East    Units  Estimated Accuracy
 LY1468;SPC PA N     -   110,620.      749,830.      MT  (+/- 180 meters Scaled)
 LY1468
 LY1468                          SUPERSEDED SURVEY CONTROL
 LY1468
 LY1468  NGVD 29 (??/??/92)  365.735  (m)         1199.92   (f) ADJ UNCH    2 0
 LY1468
 LY1468.Superseded values are not recommended for survey control.
 LY1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1468.See file dsdata.txt to determine how the superseded data were derived.
 LY1468
 LY1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL190557(NAD 83)
 LY1468_MARKER: DR = REFERENCE MARK DISK
 LY1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1468_STAMPING: BRAY RM NO 2 1959
 LY1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1468+STABILITY: SURFACE MOTION
 LY1468
 LY1468  HISTORY     - Date     Condition        Report By
 LY1468  HISTORY     - 1959     MONUMENTED       CGS
 LY1468  HISTORY     - 1964     GOOD             NGS
 LY1468
 LY1468                          STATION DESCRIPTION
 LY1468
 LY1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1468'2 MI NW FROM BLYTHEBURN.
 LY1468'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 309 AND
 LY1468'STATE HIGHWAYS 115 AND 315 AT THE EAST EDGE OF WILKES-BARRE, GO
 LY1468'SOUTH AND SOUTHWEST ON U.S. HIGHWAY 309 FOR 11.18 MILES TO A
 LY1468'CROSSROAD AND AN OVERHEAD CAUTION TRAFFIC LIGHT.  TURN RIGHT AND
 LY1468'GO NORTHWEST ON A MACADAM ROAD FOR 1.7 MILES TO A CROSSROAD IN
 LY1468'THE SMALL VILLAGE OF ALBERT, CONTINUE WEST ON COUNTY ROUTE 40112
 LY1468'FOR 0.17 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO NORTH AND
 LY1468'NORTHWEST ON A MACADAM ROAD FOR 2.55 MILES TO A T-ROAD
 LY1468'INTERSECTION, CONTINUE STRAIGHT AHEAD, WEST, FOR 0.3 MILE TO A
 LY1468'DRIVEWAY ON THE RIGHT, LEADING TO MR. BRAYS HOME.  TURN RIGHT
 LY1468'ONTO A DRIVEWAY AND GO NORTH PASSING TO THE RIGHT, WEST, SIDE OF
 LY1468'THE FARM HOME AND CONTINUE NORTH ON A FIELD ROAD FOR 0.16 MILE
 LY1468'TO A SECOND ROW OF TREES.  TURN RIGHT AND GO ALONG THE SOUTH SIDE
 LY1468'OF THE ROW OF TREES FOR 0.02 MILE TO THE STATION.  REFERENCE
 LY1468'MARK 2, IS A STANDARD DISK, STAMPED BRAY NO 2 1959, AND SET IN
 LY1468'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS ABOUT 2 INCHES
 LY1468'BELOW THE SURFACE OF THE GROUND.  IT IS 10 FEET WEST OF THE
 LY1468'APPROXIMATE CENTER OF A TRACK ROAD AND IS ALONG THE EAST EDGE
 LY1468'OF A ROW OF TREES.  THE MARK IS ABOUT THE SAME ELEVATION AS THE
 LY1468'STATION.
 LY1468
 LY1468                          STATION RECOVERY (1964)
 LY1468
 LY1468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LY1468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2447 ***********************************************************************
 KV2447  DESIGNATION -  BRECKNOCK
 KV2447  PID         -  KV2447
 KV2447  STATE/COUNTY-  PA/BERKS
 KV2447  USGS QUAD   -  MORGANTOWN (1980)
 KV2447
 KV2447                         *CURRENT SURVEY CONTROL
 KV2447  ___________________________________________________________________
 KV2447* NAD 83(1992)-  40 11 40.30255(N)    075 56 08.77474(W)     ADJUSTED  
 KV2447* NAVD 88     -       317.778  (meters)    1042.58   (feet)  ADJUSTED  
 KV2447  ___________________________________________________________________
 KV2447  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 KV2447  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 KV2447  DYNAMIC HT  -         317.604 (meters)    1042.01  (feet)  COMP
 KV2447  MODELED GRAV-     980,071.0   (mgal)                       NAVD 88
 KV2447
 KV2447  HORZ ORDER  -  SECOND
 KV2447  VERT ORDER  -  SECOND    CLASS 0
 KV2447
 KV2447.The horizontal coordinates were established by classical geodetic methods
 KV2447.and adjusted by the National Geodetic Survey in June 2002..
 KV2447
 KV2447.The orthometric height was determined by differential leveling
 KV2447.and adjusted by the National Geodetic Survey in June 1991..
 KV2447
 KV2447.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV2447
 KV2447.The geoid height was determined by GEOID03.
 KV2447
 KV2447.The dynamic height is computed by dividing the NAVD 88
 KV2447.geopotential number by the normal gravity value computed on the
 KV2447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2447.degrees latitude (g = 980.6199 gals.).
 KV2447
 KV2447.The modeled gravity was interpolated from observed gravity values.
 KV2447
 KV2447;                    North         East     Units Scale Factor Converg.
 KV2447;SPC PA S     -    97,209.137   754,467.928   MT  0.99996944   +1 10 37.4
 KV2447;SPC PA S     -   318,926.98  2,475,283.53   sFT  0.99996944   +1 10 37.4
 KV2447;UTM  18      - 4,449,768.145   420,349.416   MT  0.99967810   -0 36 14.3
 KV2447
 KV2447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV2447!SPC PA S     -   0.99995556  x   0.99996944  =   0.99992501
 KV2447!UTM  18      -   0.99995556  x   0.99967810  =   0.99963368
 KV2447
 KV2447|---------------------------------------------------------------------|
 KV2447| PID    Reference Object                     Distance      Geod. Az  |
 KV2447|                                                           dddmmss.s |
 KV2447| KV2448 BRECKNOCK RM 1                       20.655 METERS 00715     |
 KV2447| KV3831 MT PENN LOOKOUT TOWER               APPROX.17.2 KM 0092924.5 |
 KV2447| KV3820 WARWICK MICROWAVE BOOSTER TWR       APPROX.11.6 KM 0993911.3 |
 KV2447| KV3822 MORGANTOWN BETH STEEL MINE STK      APPROX. 5.6 KM 1204033.0 |
 KV2447| KV2446 BRECKNOCK RM 2                       29.170 METERS 12526     |
 KV2447| KV2468 WELSH                               APPROX. 8.3 KM 1581817.2 |
 KV2447| KW3022 BLUE BALL TEXAS EASTERN MAST        APPROX.14.5 KM 2075959.3 |
 KV2447|---------------------------------------------------------------------|
 KV2447
 KV2447                          SUPERSEDED SURVEY CONTROL
 KV2447
 KV2447  NAD 83(1991)-  40 11 40.29852(N)    075 56 08.77584(W) AD(       ) 2
 KV2447  NAD 83(1986)-  40 11 40.29357(N)    075 56 08.77736(W) AD(       ) 2
 KV2447  NAD 27      -  40 11 39.94880(N)    075 56 09.98200(W) AD(       ) 2
 KV2447  NGVD 29 (??/??/??)  318.015  (m)         1043.35   (f) ADJUSTED    2 0
 KV2447
 KV2447.Superseded values are not recommended for survey control.
 KV2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2447.See file dsdata.txt to determine how the superseded data were derived.
 KV2447
 KV2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK2034949768(NAD 83)
 KV2447_MARKER: DS = TRIANGULATION STATION DISK
 KV2447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2447_STAMPING: BRECKNOCK 1960
 KV2447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2447+STABILITY: SURFACE MOTION
 KV2447
 KV2447  HISTORY     - Date     Condition        Report By
 KV2447  HISTORY     - 1960     MONUMENTED       CGS
 KV2447  HISTORY     - 1960     GOOD             CGS
 KV2447
 KV2447                          STATION DESCRIPTION
 KV2447
 KV2447'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV2447'THE STATION IS LOCATED ON A LOW TIMBERED HILL, 2.0 MILES SOUTHWEST OF
 KV2447'PLOWVILLE, 3-1/2 MILES NORTHWEST OF MORGANTOWN, 10 MILES SOUTH OF
 KV2447'READING AND ON PROPERTY OF THE BETHELEHEM STEEL CORPORATION.
 KV2447'
 KV2447'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 122 AND STATE
 KV2447'HIGHWAY 23 IN MORGANTOWN, GO NORTH ON U.S. HIGHWAY 122 FOR 0.39 MILE
 KV2447'TO A PAVED SIDE ROAD LEFT JUST AFTER CROSSING THE PENNSYLVANIA
 KV2447'TURNPIKE.  TURN LEFT ON THE PAVED ROAD FOR 2.4 MILES TO A T-ROAD.
 KV2447'TURN RIGHT AND GO NORTH FOR 0.2 MILE TO A DIM WOODS ROAD LEFT AT A
 KV2447'FENCE CORNER.  TURN LEFT ON THE DIM WOODS ROAD FOR 0.65 MILE TO A
 KV2447'FORK.  KEEP RIGHT FORK FOR 0.4 MILE TO THE HIGHEST PART OF THE HILL
 KV2447'AND A 10-INCH TRIANGULAR BLAZED OAK TREE ON THE LEFT AND THE
 KV2447'STATION ON THE LEFT AS DESCRIBED.
 KV2447'
 KV2447'THE STATION MARK, A STANDARD DISK STAMPED BRECKNOCK 1960, CEMENTED IN
 KV2447'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 KV2447'ABOVE THE SURFACE OF THE GROUND.  IT IS 35 FEET SOUTHWEST OF THE
 KV2447'CENTER OF THE WOODS ROAD AND 47 FEET WEST OF A 10-INCH
 KV2447'TRIANGULAR BLAZED OAK TREE.
 KV2447'
 KV2447'REFERENCE MARK 1, A STANDARD DISK STAMPED BRECKNOCK NO 1 1960,
 KV2447'CEMENTED IN A DRILL HOLE IN TOP OF A 3 BY 5 FOOT OUTCROPPING
 KV2447'BEDROCK WHICH PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF THE
 KV2447'GROUND.  IT IS 4 FEET SOUTH OF THE CENTER OF THE WOODS ROAD, 76
 KV2447'FEET NORTH OF THE TRIANGULAR BLAZED OAK TREE AND IS ABOUT 1 FOOT
 KV2447'HIGHER THAN THE STATION MARK.
 KV2447'
 KV2447'REFERENCE MARK 2, A STANDARD DISK STAMPED BRECKNOCK NO 2 1960,
 KV2447'CEMENTED IN A DRILL HOLE IN TOP OF A 3 BY 3 FOOT OUTCROPPING
 KV2447'BEDROCK WHICH PROJECTS 10 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 KV2447'IS 9 FEET NORTHEAST OF THE CENTER OF THE WOODS ROAD, 67 FEET EAST
 KV2447'OF THE TRIANGULAR BLAZED OAK TREE AND IS ABOUT THE SAME ELEVATION AS
 KV2447'THE STATION MARK.
 KV2447'
 KV2447'NO AZIMUTH MARK WAS ESTABLISHED.
 KV2447'
 KV2447'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
 KV2447
 KV2447                          STATION RECOVERY (1960)
 KV2447
 KV2447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KV2447'4 MI NW FROM MORGANTOWN.
 KV2447'ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAY 122 FROM ITS JUNCTION
 KV2447'WITH STATE HIGHWAY 10 AND 23 IN THE CENTER OF MORGANTOWN, THENCE
 KV2447'2.4 MILES NORTHWEST ALONG AN ASPHLAT ROAD, THENCE 0.2 MILE NORTH
 KV2447'ALONG AN ASPHALT ROAD, THENCE 0.6 MILE NORTHWEST ALONG A WOODS
 KV2447'ROAD TO A FORK IN WOODS ROAD, THENCE 0.4 MILE NORTH ALONG A WOODS
 KV2447'ROAD, ON TOP OF A HEAVILY WOODED HILL, AT A SMALL CLEARING, 35
 KV2447'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 47 FEET WEST
 KV2447'OF A 10-INCH OAK TREE WITH A TRIANGULAR BLAZE, SET IN THE TOP OF
 KV2447'A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND
 KV2447'AND ABOUT LEVEL WITH THE WOODS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2448 ***********************************************************************
 KV2448  DESIGNATION -  BRECKNOCK RM 1
 KV2448  PID         -  KV2448
 KV2448  STATE/COUNTY-  PA/BERKS
 KV2448  USGS QUAD   -  MORGANTOWN (1980)
 KV2448
 KV2448                         *CURRENT SURVEY CONTROL
 KV2448  ___________________________________________________________________
 KV2448* NAD 83(1986)-  40 11 39.     (N)    075 56 08.     (W)     SCALED    
 KV2448* NAVD 88     -       318.208  (meters)    1043.99   (feet)  ADJUSTED  
 KV2448  ___________________________________________________________________
 KV2448  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 KV2448  DYNAMIC HT  -         318.035 (meters)    1043.42  (feet)  COMP
 KV2448  MODELED GRAV-     980,070.9   (mgal)                       NAVD 88
 KV2448
 KV2448  VERT ORDER  -  SECOND    CLASS 0
 KV2448
 KV2448.The horizontal coordinates were scaled from a topographic map and have
 KV2448.an estimated accuracy of +/- 6 seconds.
 KV2448
 KV2448.The orthometric height was determined by differential leveling
 KV2448.and adjusted by the National Geodetic Survey in June 1991..
 KV2448
 KV2448.The geoid height was determined by GEOID03.
 KV2448
 KV2448.The dynamic height is computed by dividing the NAVD 88
 KV2448.geopotential number by the normal gravity value computed on the
 KV2448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2448.degrees latitude (g = 980.6199 gals.).
 KV2448
 KV2448.The modeled gravity was interpolated from observed gravity values.
 KV2448
 KV2448;                    North         East    Units  Estimated Accuracy
 KV2448;SPC PA S     -    97,170.      754,490.      MT  (+/- 180 meters Scaled)
 KV2448
 KV2448                          SUPERSEDED SURVEY CONTROL
 KV2448
 KV2448  NGVD 29 (??/??/??)  318.445  (m)         1044.77   (f) ADJUSTED    2 0
 KV2448
 KV2448.Superseded values are not recommended for survey control.
 KV2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2448.See file dsdata.txt to determine how the superseded data were derived.
 KV2448
 KV2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK203497(NAD 83)
 KV2448_MARKER: DR = REFERENCE MARK DISK
 KV2448_SETTING: 66 = SET IN ROCK OUTCROP
 KV2448_SP_SET: ROCK OUTCROP
 KV2448_STAMPING: BRECKNOCK NO 1 1960
 KV2448_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV2448+STABILITY: POSITION/ELEVATION WELL
 KV2448
 KV2448  HISTORY     - Date     Condition        Report By
 KV2448  HISTORY     - 1960     MONUMENTED       CGS
 KV2448
 KV2448                          STATION DESCRIPTION
 KV2448
 KV2448'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2448'4 MI NW FROM MORGANTOWN.
 KV2448'ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAY 122 FROM ITS JUNCTION
 KV2448'WITH STATE HIGHWAY 10 AND 23 IN THE CENTER OF MORGANTOWN, THENCE
 KV2448'2.4 MILES NORTHWEST ALONG AN ASPHALT ROAD, THENCE 0.2 MILE NORTH
 KV2448'ALONG AN ASPHALT ROAD, THENCE 0.6 MILE NORTHWEST ALONG A WOODS
 KV2448'ROAD, THENCE 0.4 MILE NORTH ALONG A WOODS ROAD, AT A SMALL
 KV2448'CLEARING, ON TOP OF A HEAVILY WOODED LOW HILL, ON THE TOP OF A
 KV2448'4-BY-4-FOOT OUTCROP PROJECTING 1/2 FOOT ABOVE THE GROUND, 67.8
 KV2448'FEET NORTH OF THE STATION, 4 FEET SOUTHWEST OF THE CENTER LINE
 KV2448'OF A WOODS ROAD, 76 FEET NORTH OF A BLAZED OAK TREE AND ABOUT
 KV2448'LEVEL WITH THE WOODS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2446 ***********************************************************************
 KV2446  DESIGNATION -  BRECKNOCK RM 2
 KV2446  PID         -  KV2446
 KV2446  STATE/COUNTY-  PA/BERKS
 KV2446  USGS QUAD   -  MORGANTOWN (1980)
 KV2446
 KV2446                         *CURRENT SURVEY CONTROL
 KV2446  ___________________________________________________________________
 KV2446* NAD 83(1986)-  40 11 39.     (N)    075 56 08.     (W)     SCALED    
 KV2446* NAVD 88     -       317.876  (meters)    1042.90   (feet)  ADJUSTED  
 KV2446  ___________________________________________________________________
 KV2446  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 KV2446  DYNAMIC HT  -         317.702 (meters)    1042.33  (feet)  COMP
 KV2446  MODELED GRAV-     980,070.9   (mgal)                       NAVD 88
 KV2446
 KV2446  VERT ORDER  -  SECOND    CLASS 0
 KV2446
 KV2446.The horizontal coordinates were scaled from a topographic map and have
 KV2446.an estimated accuracy of +/- 6 seconds.
 KV2446
 KV2446.The orthometric height was determined by differential leveling
 KV2446.and adjusted by the National Geodetic Survey in June 1991..
 KV2446
 KV2446.The geoid height was determined by GEOID03.
 KV2446
 KV2446.The dynamic height is computed by dividing the NAVD 88
 KV2446.geopotential number by the normal gravity value computed on the
 KV2446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2446.degrees latitude (g = 980.6199 gals.).
 KV2446
 KV2446.The modeled gravity was interpolated from observed gravity values.
 KV2446
 KV2446;                    North         East    Units  Estimated Accuracy
 KV2446;SPC PA S     -    97,170.      754,490.      MT  (+/- 180 meters Scaled)
 KV2446
 KV2446                          SUPERSEDED SURVEY CONTROL
 KV2446
 KV2446  NGVD 29 (??/??/??)  318.112  (m)         1043.67   (f) ADJUSTED    2 0
 KV2446
 KV2446.Superseded values are not recommended for survey control.
 KV2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2446.See file dsdata.txt to determine how the superseded data were derived.
 KV2446
 KV2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK203497(NAD 83)
 KV2446_MARKER: DR = REFERENCE MARK DISK
 KV2446_SETTING: 66 = SET IN ROCK OUTCROP
 KV2446_SP_SET: ROCK OUTCROP
 KV2446_STAMPING: BRECKNOCK NO 2 1960
 KV2446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV2446+STABILITY: POSITION/ELEVATION WELL
 KV2446
 KV2446  HISTORY     - Date     Condition        Report By
 KV2446  HISTORY     - 1960     MONUMENTED       CGS
 KV2446
 KV2446                          STATION DESCRIPTION
 KV2446
 KV2446'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2446'4 MI NW FROM MORGANTOWN.
 KV2446'ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAY 122 FROM ITS JUNCTION
 KV2446'WITH STATE HIGHWAY 10 AND 23 IN THE CENTER OF MORGANTOWN, THENCE
 KV2446'2.4 MILES NORTHWEST ALONG AN ASPHALT ROAD, THENCE 0.2 MILE NORTH
 KV2446'ALONG AN ASPHALT ROAD, THENCE 0.6 MILE NORTHWEST ALONG A WOODS
 KV2446'ROAD, THENCE 0.4 MILE NORTH ALONG A DIM WOODS ROAD, AT A SMALL
 KV2446'CLEARING, ON TOP OF A HEAVILY WOODED LOW HILL, ON THE TOP OF A
 KV2446'3-BY-3-FOOT OUTCROP PROJECTING 10 INCHES ABOVE THE GROUND,
 KV2446'95.7 FEET SOUTHEAST OF THE STATION, 9 FEET NORTHEAST OF THE
 KV2446'CENTER LINE OF A WOODS ROAD, 67 FEET EAST OF A BLAZED OAK TREE
 KV2446'AND ABOUT LEVEL WITH THE WOODS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2092 ***********************************************************************
 KX2092  DESIGNATION -  BREMAN
 KX2092  PID         -  KX2092
 KX2092  STATE/COUNTY-  PA/ARMSTRONG
 KX2092  USGS QUAD   -  LEECHBURG (1977)
 KX2092
 KX2092                         *CURRENT SURVEY CONTROL
 KX2092  ___________________________________________________________________
 KX2092* NAD 83(1992)-  40 38 01.91536(N)    079 35 43.02129(W)     ADJUSTED  
 KX2092* NAVD 88     -       351.     (meters)    1152.     (feet)  SCALED    
 KX2092  ___________________________________________________________________
 KX2092  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 KX2092  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 KX2092
 KX2092  HORZ ORDER  -  SECOND
 KX2092
 KX2092.The horizontal coordinates were established by classical geodetic methods
 KX2092.and adjusted by the National Geodetic Survey in June 2002..
 KX2092
 KX2092.The orthometric height was scaled from a topographic map.
 KX2092
 KX2092.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2092
 KX2092.The geoid height was determined by GEOID03.
 KX2092
 KX2092;                    North         East     Units Scale Factor Converg.
 KX2092;SPC PA S     -   146,036.536   443,907.663   MT  0.99996460   -1 11 49.9
 KX2092;SPC PA S     -   479,121.54  1,456,387.06   sFT  0.99996460   -1 11 49.9
 KX2092;UTM  17      - 4,499,062.358   618,791.944   MT  0.99977370   +0 54 53.6
 KX2092
 KX2092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2092!SPC PA S     -   0.99995022  x   0.99996460  =   0.99991482
 KX2092!UTM  17      -   0.99995022  x   0.99977370  =   0.99972393
 KX2092
 KX2092|---------------------------------------------------------------------|
 KX2092| PID    Reference Object                     Distance      Geod. Az  |
 KX2092|                                                           dddmmss.s |
 KX2092| CX3296 BREMAN RM 1                          21.289 METERS 00324     |
 KX2092| CX3297 BREMAN RM 2                          15.750 METERS 12240     |
 KX2092| KX2100 WEINEL                              APPROX. 4.2 KM 2300612.5 |
 KX2092|---------------------------------------------------------------------|
 KX2092
 KX2092                          SUPERSEDED SURVEY CONTROL
 KX2092
 KX2092  NAD 83(1986)-  40 38 01.91979(N)    079 35 43.02703(W) AD(       ) 2
 KX2092  NAD 27      -  40 38 01.68590(N)    079 35 43.86490(W) AD(       ) 2
 KX2092
 KX2092.Superseded values are not recommended for survey control.
 KX2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2092.See file dsdata.txt to determine how the superseded data were derived.
 KX2092
 KX2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE1879299062(NAD 83)
 KX2092_MARKER: DS = TRIANGULATION STATION DISK
 KX2092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2092
 KX2092  HISTORY     - Date     Condition        Report By
 KX2092  HISTORY     - 1958     MONUMENTED       CGS
 KX2092  HISTORY     - 1967     GOOD             CGS
 KX2092  HISTORY     - 1968     SEE DESCRIPTION  LOCENG
 KX2092
 KX2092                          STATION DESCRIPTION
 KX2092
 KX2092'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2092'THE STATION IS LOCATED ON THE SOUTHEAST END OF A WOODED HILL
 KX2092'APPROXIMATELY 0.5 MILE NORTHEAST OF THE CENTER OF
 KX2092'LEECHBURG, 0.25 MILE WEST OF THE KISKIMINETAS RIVER AND ON PROPERTY
 KX2092'OWNED BY MR. TED BREMAN.
 KX2092'
 KX2092'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 66 AND 356
 KX2092'IN LEECHBURG, GO SOUTHEASTERLY ON STATE HIGHWAY 66
 KX2092'(MARKET STREET) FOR 0.15 MILE TO SECOND STREET, TURN LEFT AND GO
 KX2092'NORTHERLY ON SECOND STREET FOR 0.7 MILE TO THE END OF THE
 KX2092'STREET, TURN LEFT, WESTERLY, FOR 0.1 TO CROSS STREETS, TURN RIGHT,
 KX2092'UPHILL, ON GRAVEL ROAD FOR 0.15 MILE TO A FORK, TAKE RIGHT
 KX2092'FORK FOR 0.05 MILE TO A HOUSE ON THE LEFT AND THE END OF TRUCK TRAVEL
 KX2092'FOR 2-WHEEL DRIVE TRUCKS. CONTINUE EASTERLY ALONG POWER
 KX2092'LINE POLES FOR ABOUT 0.1 MILE TO THE THIRD POWER POLE, BEAR
 KX2092'LEFT, UPHILL, TO THE TOP OF RIDGE THENCE SOUTHEASTERLY ALONG RIDGE
 KX2092'FOR ABOUT 0.2 MILE TO THE WEST END OF A SMALL MEADOW, BEAR
 KX2092'SOUTHERLY FOR ABOUT 0.05 MILE TO THE SOUTHEAST END OF RIDGE AND THE
 KX2092'STATION.
 KX2092'
 KX2092'STATION MARKS ARE STANDARD DISKS STAMPED BREMAN 1958. THE SURFACE
 KX2092'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4
 KX2092'INCHES. IT IS 19 FEET EAST OF A TWIN TRUNK TREE WITH A TRIANGLE BLAZE
 KX2092'ON THE EAST SIDE AND 12.5 FEET NORTH OF A 8 INCH TREE. A
 KX2092'STANDARD WITNESS POST WAS SET 4.5 FEET NORTH-NORTHEAST OF THE MARK.
 KX2092'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32
 KX2092'INCHES BELOW THE SURFACE OF THE GROUND.
 KX2092'
 KX2092'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BREMAN NO 1 1958, IS
 KX2092'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 KX2092'
 KX2092'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BREMAN NO 2 1958, IS
 KX2092'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES. IT IS
 KX2092'ON THE EAST SLOPE OF THE HILL ABOUT 2 FEET LOWER IN ELEVATION THAN
 KX2092'THE STATION.
 KX2092'
 KX2092'NOTE- AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 KX2092'
 KX2092'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 KX2092
 KX2092                          STATION RECOVERY (1967)
 KX2092
 KX2092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2092'STATION MARK AND REFERENCE MARK NUMBER 2 WERE RECOVERED AS DESCRIBED.
 KX2092'REFERENCE MARK NUMBER 1 HAS BEEN DESTROYED WITH THE
 KX2092'CONSTRUCTION OF A WATER STORAGE TANK 85 FEET IN DIAMETER ABOUT 49
 KX2092'FEET NORTH OF THE STATION AND ABOUT 50 FEET IN HEIGHT. THIS
 KX2092'STATION WAS NOT USED AT THIS TIME. THE 1958 DESCRIPTION IS ADEQUATE.
 KX2092'
 KX2092'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 0.5 MILE NORTHEAST
 KX2092'OF LEECHBURG
 KX2092
 KX2092                          STATION RECOVERY (1968)
 KX2092
 KX2092'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968
 KX2092'RECOVERY BY L.R. KIMBALL CO., EBENSBURG, PA.
 KX2092'
 KX2092'STATION DESTROYED. DISC OF STATION GONE WITH TOP OF MONUMENT KNOCKED
 KX2092'OFF.
 KX2092'
 KX2092'REFERENCE MARK NO 1 NOT FOUND.  REFERENCE MARK NO 2 IN GOOD
 KX2092'CONDITION.
 KX2092'
 KX2092'A WATER TANK HAS BEEN BUILT NORTH OF THE MARK. MARK LOOKS LIKE IT HAS
 KX2092'BEEN HIT BY A BULLDOZER. DISTANCE FROM REFERENCE MARK NO 2 CHECKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2760 ***********************************************************************
 LY2760  DESIGNATION -  BRIAR
 LY2760  PID         -  LY2760
 LY2760  STATE/COUNTY-  PA/LUZERNE
 LY2760  USGS QUAD   -  FREELAND (1984)
 LY2760
 LY2760                         *CURRENT SURVEY CONTROL
 LY2760  ___________________________________________________________________
 LY2760* NAD 83(1992)-  41 04 52.37439(N)    075 56 58.83193(W)     ADJUSTED  
 LY2760* NAVD 88     -       585.     (meters)    1919.     (feet)  SCALED    
 LY2760  ___________________________________________________________________
 LY2760  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 LY2760  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 LY2760
 LY2760  HORZ ORDER  -  FIRST
 LY2760
 LY2760.The horizontal coordinates were established by classical geodetic methods
 LY2760.and adjusted by the National Geodetic Survey in June 2002..
 LY2760
 LY2760.The orthometric height was scaled from a topographic map.
 LY2760
 LY2760.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2760
 LY2760.The geoid height was determined by GEOID03.
 LY2760
 LY2760;                    North         East     Units Scale Factor Converg.
 LY2760;SPC PA N     -   103,136.131   751,269.719   MT  0.99997396   +1 11 27.6
 LY2760;SPC PA N     -   338,372.46  2,464,790.74   sFT  0.99997396   +1 11 27.6
 LY2760;UTM  18      - 4,548,207.225   420,228.446   MT  0.99967832   -0 37 26.7
 LY2760
 LY2760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2760!SPC PA N     -   0.99991334  x   0.99997396  =   0.99988730
 LY2760!UTM  18      -   0.99991334  x   0.99967832  =   0.99959169
 LY2760
 LY2760|---------------------------------------------------------------------|
 LY2760| PID    Reference Object                     Distance      Geod. Az  |
 LY2760|                                                           dddmmss.s |
 LY2760| CB3631 BRIAR RM 1                            6.558 METERS 02720     |
 LY2760| LY2753 GLEN SUMMIT LEES HOUSE VANE         APPROX.10.7 KM 0445931.0 |
 LY2760| CB3632 BRIAR RM 2                           14.902 METERS 13441     |
 LY2760| LY2757 FIRE TOWER                          APPROX. 7.8 KM 1554821.5 |
 LY2760| KW2966 AIRWAY BN 61 NNE OF SHENANDOAH      APPROX.29.1 KM 2070504.7 |
 LY2760| CB3630 BRIAR AZ MK                                        2335345.8 |
 LY2760|---------------------------------------------------------------------|
 LY2760
 LY2760                          SUPERSEDED SURVEY CONTROL
 LY2760
 LY2760  NAD 83(1986)-  41 04 52.37450(N)    075 56 58.83392(W) AD(       ) 1
 LY2760  NAD 27      -  41 04 52.07600(N)    075 57 00.12100(W) AD(       ) 1
 LY2760
 LY2760.Superseded values are not recommended for survey control.
 LY2760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2760.See file dsdata.txt to determine how the superseded data were derived.
 LY2760
 LY2760_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL2022848207(NAD 83)
 LY2760_MARKER: Z = SEE DESCRIPTION
 LY2760_SETTING: 0 = UNSPECIFIED SETTING
 LY2760
 LY2760  HISTORY     - Date     Condition        Report By
 LY2760  HISTORY     - 1934     MONUMENTED       CGS
 LY2760  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LY2760
 LY2760                          STATION DESCRIPTION
 LY2760
 LY2760'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 LY2760'THIS FIRST-ORDER STATION IS LOCATED 14 MILES E OF BERWICK, ON A
 LY2760'PROMINENT POINT OF THE NESCOPECK MOUNTAINS, 1,500 YARDS E OF THE
 LY2760'PAVED ROAD AT THE BRIAR MOUNTAIN INN AND IS 12 METERS (39 FEET) NE OF
 LY2760'A LEANING DEAD SNAG MARKED WITH A TRIANGULAR BLAZE, 8.30
 LY2760'METERS (27.2 FEET) SE OF A 12-INCH DEAD TREE ALSO MARKED WITH A
 LY2760'TRIANGULAR BLAZE.  STATION IS A STANDARD BRONZE DISK SET IN A ROCK
 LY2760'3 FEET LONG BY 18 INCHES WIDE.
 LY2760'
 LY2760'REFERENCE MARK NO. 1 IS LOCATED 6.558 METERS NE OF THE STATION, 2
 LY2760'FEET W OF THE LINE TO PENOBSCOT FIRE TOWER AND IS A STANDARD
 LY2760'BRONZE DISK SET IN A LARGE FLAT ROCK.
 LY2760'
 LY2760'REFERENCE MARK NO. 2 IS LOCATED 14.902 METERS SSE OF THE STATION, 4
 LY2760'FEET E OF AN 8-INCH SNAG AND ABOUT 175 FEET N OF THE TRAIL LEADING UP
 LY2760'THE MOUNTAIN.  IT IS A STANDARD BRONZE DISK SET IN A LARGE ROCK.
 LY2760'
 LY2760'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS LOCATED 1/4 MILE W OF THE
 LY2760'STATION AND ON RANGE WITH THE BRIAR MOUNTAIN INN, 4 PACES N OF
 LY2760'THE TRAIL LEADING UP THE MOUNTAIN 100 YARDS E OF THE CENTER LINE OF
 LY2760'THE PAVED ROAD.
 LY2760'
 LY2760'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN THE ONLY LARGE ROCK
 LY2760'THAT PROJECTS ABOVE THE GROUND NEAR THE ROAD, 6 PACES N OF AN OLD
 LY2760'FENCE.
 LY2760'
 LY2760'TO REACH THIS STATION FROM BERWICK, GO E ON U.S. HIGHWAY 93 AT THE
 LY2760'JUNCTION OF U.S. HIGHWAYS 93 AND 11 IN BERWICK, GO E 8.9 MILES TO A
 LY2760'CROSS ROAD WITH A LARGE STORE IN THE SE CORNER.  TURN LEFT HERE AND
 LY2760'GO 4.1 MILES TO A T-INTERSECTION, TURN LEFT AND GO 1.2 MILES TO A
 LY2760'CROSS ROAD, TURN LEFT AND GO 2.8 MILES TO THE JUNCTION OF U.S.
 LY2760'HIGHWAY 309.  TURN LEFT ON 309 AND GO 1.1 MILES TO THE TOP OF THE
 LY2760'GRADE.  THE BRIAR MOUNTAIN INN IS LOCATED ON THE LEFT SIDE OF THE
 LY2760'ROAD.  LEAVE THE TRUCK HERE AND CLIMB THE BANK OPPOSITE THE INN AND
 LY2760'FOLLOW A PATH UP THE MOUNTAIN FOR A DISTANCE OF 1,500 YARDS OR 16
 LY2760'MINUTES PACKING TIME LOADED, LEAVE THE PATH AT THE TOP OF THE
 LY2760'MOUNTAIN AND BEAR LEFT UP THE MOUNTAIN TO THE TOP, THE STATION IS
 LY2760'IN THE MIDST OF A GROUP OF DEAD TREES.
 LY2760'
 LY2760'A 10-FOOT TOWER CLEARED ALL LINES.
 LY2760
 LY2760                          STATION RECOVERY (1958)
 LY2760
 LY2760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JMR)
 LY2760'REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED
 LY2760'AND FOUND IN GOOD CONDITION.  THE STATION MARK HAD BEEN DESTROYED AND
 LY2760'WAS NOT RECOVERED.  A NEW STATION MARK WAS ESTABLISHED AT THIS DATE
 LY2760'APPROXIMATELY IN THE SAME LOCATION AS THE 1934 STATION.  THE
 LY2760'NEW STATION MARK WAS STAMPED BRIAR 2 1958.  REFERENCE MARKS 1 AND 2
 LY2760'WERE NOT ALTERED. A REFERENCE NO 3 WAS ESTABLISHED AND STAMPED BRIAR
 LY2760'NO 3 1958.  THE 1934 AZIMUTH MARK WAS NO MORE USEABLE.  IT WAS
 LY2760'DESTROYED AT THIS DATE AND NO OTHER AZIMUTH MARK WAS ESTABLISHED AS
 LY2760'THERE WAS NO SUITABLE PLACE FOR A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2759 ***********************************************************************
 LY2759  DESIGNATION -  BRIAR 2
 LY2759  PID         -  LY2759
 LY2759  STATE/COUNTY-  PA/LUZERNE
 LY2759  USGS QUAD   -  FREELAND (1984)
 LY2759
 LY2759                         *CURRENT SURVEY CONTROL
 LY2759  ___________________________________________________________________
 LY2759* NAD 83(1992)-  41 04 52.37628(N)    075 56 58.81548(W)     ADJUSTED  
 LY2759* NAVD 88     -       585.0    (meters)    1919.     (feet)  VERTCON   
 LY2759  ___________________________________________________________________
 LY2759  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 LY2759  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 LY2759
 LY2759  HORZ ORDER  -  THIRD
 LY2759
 LY2759.The horizontal coordinates were established by classical geodetic methods
 LY2759.and adjusted by the National Geodetic Survey in June 2002..
 LY2759
 LY2759.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2759
 LY2759.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2759
 LY2759.The geoid height was determined by GEOID03.
 LY2759
 LY2759;                    North         East     Units Scale Factor Converg.
 LY2759;SPC PA N     -   103,136.198   751,270.102   MT  0.99997396   +1 11 27.6
 LY2759;SPC PA N     -   338,372.68  2,464,791.99   sFT  0.99997396   +1 11 27.6
 LY2759;UTM  18      - 4,548,207.279   420,228.830   MT  0.99967832   -0 37 26.7
 LY2759
 LY2759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2759!SPC PA N     -   0.99991331  x   0.99997396  =   0.99988727
 LY2759!UTM  18      -   0.99991331  x   0.99967832  =   0.99959166
 LY2759
 LY2759|---------------------------------------------------------------------|
 LY2759| PID    Reference Object                     Distance      Geod. Az  |
 LY2759|                                                           dddmmss.s |
 LY2759| CB3631 BRIAR RM 1                            6.416 METERS 02401     |
 LY2759| LY2752 WILKES BARRE TV STA WNEP MAST       APPROX.13.1 KM 0302042.5 |
 LY2759| CB3632 BRIAR RM 2                           14.158 METERS 13544     |
 LY2759| CB3635 BRIAR 2 RM 3                         28.538 METERS 25753     |
 LY2759|---------------------------------------------------------------------|
 LY2759
 LY2759                          SUPERSEDED SURVEY CONTROL
 LY2759
 LY2759  NAD 83(1986)-  41 04 52.37674(N)    075 56 58.81705(W) AD(       ) 3
 LY2759  NAD 27      -  41 04 52.08504(N)    075 57 00.09848(W) AD(       ) 3
 LY2759  NGVD 29 (07/19/86)  585.2    (m)         1920.     (f) VERT ANG       
 LY2759
 LY2759.Superseded values are not recommended for survey control.
 LY2759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2759.See file dsdata.txt to determine how the superseded data were derived.
 LY2759
 LY2759_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL2022948207(NAD 83)
 LY2759_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2759_SETTING: 80 = SET IN A BOULDER
 LY2759_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LY2759
 LY2759  HISTORY     - Date     Condition        Report By
 LY2759  HISTORY     - 1958     MONUMENTED       CGS
 LY2759  HISTORY     - 1968     SEE DESCRIPTION  USGS
 LY2759
 LY2759                          STATION DESCRIPTION
 LY2759
 LY2759'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JMR)
 LY2759'THE STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF WILKES BARRE,
 LY2759'ABOUT 10 MILES WEST OF WHITE HAVEN AND ABOUT 0.4 MILES EAST OF U.S.
 LY2759'HIGHWAY 309 AND IS ON A PROMINENT POINT OF THE NESCOPECK MOUNTAIN.
 LY2759'IT IS LOCATED IN APPROXIMATELY THE SAME LOCATION AS STATION BRIAR
 LY2759'1934, WHICH HAD BEEN DESTROYED.
 LY2759'
 LY2759'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 115, 315 AND
 LY2759'U.S. HIGHWAY 309 IN THE NORTHEAST SECTION OF WILKES BARRE, GO
 LY2759'SOUTHWEST ON U.S. HIGHWAY 309 FOR 14.71 MILES TO A DRIVEWAY ON THE
 LY2759'LEFT HAND SIDE OF THE HIGHWAY.  TURN LEFT ONTO THE DRIVEWAY, THENCE
 LY2759'GO SOUTHEAST ON A DIM TRACK ROAD UPHILL FOR 0.2 MILE TO THE TOP OF
 LY2759'THE RIDGE, THENCE GO EAST ALONG THE RIDGE FOR 0.25 MILE TO THE
 LY2759'HIGHEST POINT OF THE MOUNTAIN AND THE STATION.  A 4-WHEEL DRIVE
 LY2759'VEHICLE IS REQUIRED TO DRIVE THE LAST 0.45 MILES TO THE STATION.
 LY2759'
 LY2759'THE STATION MARK, A STANDARD DISK STAMPED BRIAR 2 1958, IS CEMENTED
 LY2759'IN A DRILL HOLE IN TOP OF A 4 FOOT BY 4 FOOT BOULDER IRREGULAR IN
 LY2759'SHAPE PROJECTING ABOUT 10 INCHES ABOVE THE SURFACE OF THE GROUND.
 LY2759'
 LY2759'REFERENCE MARK 1, A STANDARD DISK STAMPED BRIAR NO 1 1934, IS
 LY2759'CEMENTED IN A DRILL HOLE IN TOP OF A 10-INCH BY 12-INCH BOULDER
 LY2759'IRREGULAR IN SHAPE FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT
 LY2759'THE SAME ELEVATION AS THE STATION.
 LY2759'
 LY2759'REFERENCE MARK 2, A STANDARD DISK STAMPED BRIAR NO 2 1934, IS
 LY2759'CEMENTED IN A DRILL HOLE IN TOP OF A 24-INCH BY 36-INCH BOULDER
 LY2759'IRREGULAR IN SHAPE FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 4
 LY2759'FEET LOWER THAN THE STATION.
 LY2759'
 LY2759'REFERENCE MARK 3, A STANDARD DISK STAMPED BRIAR 2 NO 3 1958, IS
 LY2759'CEMENTED IN A DRILL HOLE IN TOP OF A 24-INCH BY 48-INCH BOULDER
 LY2759'IRREGULAR IN SHAPE PROJECTING ABOUT 12-INCHES ABOVE THE SURFACE OF
 LY2759'THE GROUND AND ABOUT 4 FEET LOWER THAN THE STATION.
 LY2759'
 LY2759'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 LY2759
 LY2759                          STATION RECOVERY (1968)
 LY2759
 LY2759'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (AIM)
 LY2759'ALL MARKS FOUND AS DESCRIBED.
 LY2759'
 LY2759'HEIGHT OF LIGHT ABOVE STATION MARK - 6.4 FEET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1524 ***********************************************************************
 KV1524  DESIGNATION -  BRIDGE
 KV1524  PID         -  KV1524
 KV1524  STATE/COUNTY-  PA/NORTHAMPTON
 KV1524  USGS QUAD   -  EASTON (1994)
 KV1524
 KV1524                         *CURRENT SURVEY CONTROL
 KV1524  ___________________________________________________________________
 KV1524* NAD 83(1986)-  40 41 13.     (N)    075 12 16.     (W)     SCALED    
 KV1524* NAVD 88     -        66.290  (meters)     217.49   (feet)  ADJUSTED  
 KV1524  ___________________________________________________________________
 KV1524  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KV1524  DYNAMIC HT  -          66.259 (meters)     217.38  (feet)  COMP
 KV1524  MODELED GRAV-     980,162.8   (mgal)                       NAVD 88
 KV1524  OBS GRAVITY -     980,160.4   (mgal)                       GRAV_OBS
 KV1524
 KV1524  VERT ORDER  -  FIRST     CLASS II
 KV1524
 KV1524.The horizontal coordinates were scaled from a topographic map and have
 KV1524.an estimated accuracy of +/- 6 seconds.
 KV1524
 KV1524.The orthometric height was determined by differential leveling
 KV1524.and adjusted by the National Geodetic Survey in June 1991..
 KV1524.WARNING-Repeat measurements at this control monument indicate possible
 KV1524.vertical movement.
 KV1524
 KV1524.The geoid height was determined by GEOID03.
 KV1524
 KV1524.The dynamic height is computed by dividing the NAVD 88
 KV1524.geopotential number by the normal gravity value computed on the
 KV1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1524.degrees latitude (g = 980.6199 gals.).
 KV1524
 KV1524.The modeled gravity was interpolated from observed gravity values.
 KV1524.The observed gravity was obtained from relative gravimeter ties
 KV1524.to the IGSN71 gravity network.
 KV1524
 KV1524;                    North         East    Units  Estimated Accuracy
 KV1524;SPC PA S     -   153,400.      815,140.      MT  (+/- 180 meters Scaled)
 KV1524
 KV1524                          SUPERSEDED SURVEY CONTROL
 KV1524
 KV1524  NGVD 29 (01/10/92)   66.514  (m)          218.22   (f) ADJUSTED    1 2
 KV1524
 KV1524.Superseded values are not recommended for survey control.
 KV1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1524.See file dsdata.txt to determine how the superseded data were derived.
 KV1524
 KV1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL827040(NAD 83)
 KV1524_MARKER: DB = BENCH MARK DISK
 KV1524_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1524_SP_SET: ABUTMENT
 KV1524_STAMPING: BRIDGE 1933
 KV1524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1524
 KV1524  HISTORY     - Date     Condition        Report By
 KV1524  HISTORY     - 1933     MONUMENTED       CGS
 KV1524  HISTORY     - 1956     GOOD             CGS
 KV1524  HISTORY     - 1975     GOOD             PADT
 KV1524  HISTORY     - 1978     GOOD             NGS
 KV1524  HISTORY     - 20021117 MARK NOT FOUND   USPSQD
 KV1524
 KV1524                          STATION DESCRIPTION
 KV1524
 KV1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1524'AT EASTON.
 KV1524'AT EASTON, 0.2 MILE EAST ALONG THE CENTRAL RAILROAD OF NEW JERSEY
 KV1524'FROM THE STATION AT EASTON, ON TOP OF THE WEST CONCRETE ABUTMENT
 KV1524'OF THE LARGE BRIDGE OVER THE DELAWARE RIVER, 27.2 FEET SOUTH OF
 KV1524'THE SOUTH RAIL OF THE CENTRAL RAILROAD OF NEW JERSEY, 15.3 FEET
 KV1524'NORTH OF THE NORTH RAIL OF THE LEHIGH VALLEY RAILROAD, ABOUT
 KV1524'1-FOOT BELOW THE LEVEL OF THE TRACKS.
 KV1524
 KV1524                          STATION RECOVERY (1975)
 KV1524
 KV1524'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 KV1524'RECOVERED IN GOOD CONDITION.
 KV1524
 KV1524                          STATION RECOVERY (1978)
 KV1524
 KV1524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV1524'RECOVERED IN GOOD CONDITION.
 KV1524
 KV1524                          STATION RECOVERY (2002)
 KV1524
 KV1524'RECOVERY NOTE BY US POWER SQUADRON 2002 (RR)
 KV1524'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3094 ***********************************************************************
 KY3094  DESIGNATION -  BRIDGEVILLE
 KY3094  PID         -  KY3094
 KY3094  STATE/COUNTY-  PA/ALLEGHENY
 KY3094  USGS QUAD   -  CANONSBURG (1979)
 KY3094
 KY3094                         *CURRENT SURVEY CONTROL
 KY3094  ___________________________________________________________________
 KY3094* NAD 83(1992)-  40 21 12.03809(N)    080 07 33.42764(W)     ADJUSTED  
 KY3094* NAVD 88     -       340.     (meters)    1115.     (feet)  SCALED    
 KY3094  ___________________________________________________________________
 KY3094  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 KY3094  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 KY3094
 KY3094  HORZ ORDER  -  SECOND
 KY3094
 KY3094.The horizontal coordinates were established by classical geodetic methods
 KY3094.and adjusted by the National Geodetic Survey in June 2002..
 KY3094
 KY3094.The orthometric height was scaled from a topographic map.
 KY3094
 KY3094.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3094
 KY3094.The geoid height was determined by GEOID03.
 KY3094
 KY3094;                    North         East     Units Scale Factor Converg.
 KY3094;SPC PA S     -   115,971.582   398,190.162   MT  0.99996094   -1 32 29.4
 KY3094;SPC PA S     -   380,483.43  1,306,395.56   sFT  0.99996094   -1 32 29.4
 KY3094;UTM  17      - 4,467,342.725   574,222.954   MT  0.99966781   +0 33 57.5
 KY3094
 KY3094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3094!SPC PA S     -   0.99995199  x   0.99996094  =   0.99991293
 KY3094!UTM  17      -   0.99995199  x   0.99966781  =   0.99961981
 KY3094
 KY3094:                Primary Azimuth Mark                     Grid Az
 KY3094:SPC PA S     -  CASTLE SHANNON S PITTSBURGH TK           087 30 12.2
 KY3094:UTM  17      -  CASTLE SHANNON S PITTSBURGH TK           085 23 45.3
 KY3094
 KY3094|---------------------------------------------------------------------|
 KY3094| PID    Reference Object                     Distance      Geod. Az  |
 KY3094|                                                           dddmmss.s |
 KY3094| KY3088 CASTLE SHANNON S PITTSBURGH TK      APPROX. 8.9 KM 0855742.8 |
 KY3094| CX3301 BRIDGEVILLE RM 1                      6.921 METERS 09010     |
 KY3094| KY3086 PITTSBURGH HILLCREST WATER TK       APPROX. 7.9 KM 0972641.4 |
 KY3094| CX3302 BRIDGEVILLE RM 2                      7.814 METERS 16708     |
 KY3094| KY0618 SUPAN                               APPROX. 2.2 KM 1975159.4 |
 KY3094|---------------------------------------------------------------------|
 KY3094
 KY3094                          SUPERSEDED SURVEY CONTROL
 KY3094
 KY3094  NAD 83(1995)-  40 21 12.03853(N)    080 07 33.42907(W) AD(       ) 2
 KY3094  NAD 83(1986)-  40 21 12.04170(N)    080 07 33.43679(W) AD(       ) 2
 KY3094  NAD 27      -  40 21 11.79360(N)    080 07 34.23320(W) AD(       ) 2
 KY3094
 KY3094.Superseded values are not recommended for survey control.
 KY3094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3094.See file dsdata.txt to determine how the superseded data were derived.
 KY3094
 KY3094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE7422367343(NAD 83)
 KY3094_MARKER: DS = TRIANGULATION STATION DISK
 KY3094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3094
 KY3094  HISTORY     - Date     Condition        Report By
 KY3094  HISTORY     - 1959     MONUMENTED       CGS
 KY3094  HISTORY     - 1974     GOOD             PADT
 KY3094
 KY3094                          STATION DESCRIPTION
 KY3094
 KY3094'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 KY3094'STATION IS LOCATED ON A LOW AND BRUSHY HILL, ABOUT 3/4 MILE
 KY3094'SOUTHWEST OF BRIDGEVILLE, 2-1/2 MILES NORTH OF THE
 KY3094'ALLEGHENY-WASHINGTON COUNTY LINE AND ON PROPERTY OWNED BY MRS.
 KY3094'W.C. PAXTON OF LATROBE PENNSYLVANIA.
 KY3094'
 KY3094'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 519
 KY3094'IN THE SOUTH EDGE OF BRIDGEVILLE. GO WEST ON HIGHWAY 28 FOR 0.3
 KY3094'MILE TO A ROAD FORK, KEEP LEFT AND FOLLOW HICKORY GRADE ROAD FOR
 KY3094'1.0 MILE TO A FIELD ROAD LEFT.  TURN LEFT, INTO THE FIELD, THENCE
 KY3094'SHARP LEFT AND FOLLOW A FIELD ROAD, CROSSING A SMALL MEADOW AND
 KY3094'THROUGH BRUSH FOR 0.15 MILE TO A POWERLINE. TURN LEFT AND FOLLOW
 KY3094'THE POWERLINE, NORTH FOR 0.23 MILE TO THE POINT OF A HILL AND STATION.
 KY3094'
 KY3094'STATION MARK IS A STANDARD DISK, STAMPED BRIDGEVILLE 1959, SET IN
 KY3094'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 KY3094'INCHES. IT IS 4.7 FEET NORTH-NORTHEAST OF A STANDARD METAL WITNESS
 KY3094'POST, 65 FEET SOUTH OF POWERLINE POLE NO 17 AND 101 FEET
 KY3094'NORTHEAST OF POWERLINE POLE NO 18.
 KY3094'
 KY3094'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BRIDGEVILLE NO
 KY3094'1 1959, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS
 KY3094'FLUSH WITH THE GROUND SURFACE. IT IS 24.5 FEET EAST OF THE
 KY3094'STANDARD METAL WITNESS POST.
 KY3094'
 KY3094'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BRIDGEVILLE NO
 KY3094'2 1959, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS
 KY3094'FLUSH WITH THE GROUND SURFACE. IT IS 21.7 FEET SOUTH OF THE
 KY3094'STANDARD METAL WITNESS POST.
 KY3094'
 KY3094'WOODVILLE STATE HOSPITAL DOME SPIRE IS A GREEN COLORED SPIRE,
 KY3094'MOUNTED ON TOP OF A SILVER COLORED DOME WHICH IS MOUNTED ON TOP OF
 KY3094'A VERY LARGE BRICK BUILDING WHICH IS LOCATED IN THE WEST EDGE OF
 KY3094'THE HOSPITAL GROUNDS.
 KY3094'
 KY3094'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KY3094
 KY3094                          STATION RECOVERY (1974)
 KY3094
 KY3094'RECOVERY NOTE BY PA DEPT OF TRANSP 1974
 KY3094'BRIDGEVILLE 1959 GOOD BRIDGEVILLE NO1
 KY3094'1959 GOOD BRIDGEVILLE NO2 1959 GOOD
 KY3094'
 KY3094'FOUND AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1662 ***********************************************************************
 LZ1662  DESIGNATION -  BRIER
 LZ1662  PID         -  LZ1662
 LZ1662  STATE/COUNTY-  PA/TIOGA
 LZ1662  USGS QUAD   -  LIBERTY (1986)
 LZ1662
 LZ1662                         *CURRENT SURVEY CONTROL
 LZ1662  ___________________________________________________________________
 LZ1662* NAD 83(1992)-  41 37 05.72194(N)    077 02 17.18340(W)     ADJUSTED  
 LZ1662* NAVD 88     -       715.     (meters)    2346.     (feet)  SCALED    
 LZ1662  ___________________________________________________________________
 LZ1662  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 LZ1662  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 LZ1662
 LZ1662  HORZ ORDER  -  THIRD
 LZ1662
 LZ1662.The horizontal coordinates were established by classical geodetic methods
 LZ1662.and adjusted by the National Geodetic Survey in June 2002..
 LZ1662
 LZ1662.The orthometric height was scaled from a topographic map.
 LZ1662
 LZ1662.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1662
 LZ1662.The geoid height was determined by GEOID03.
 LZ1662
 LZ1662;                    North         East     Units Scale Factor Converg.
 LZ1662;SPC PA N     -   161,449.531   659,329.256   MT  0.99996297   +0 28 15.4
 LZ1662;SPC PA N     -   529,689.00  2,163,149.40   sFT  0.99996297   +0 28 15.4
 LZ1662;UTM  18      - 4,609,399.306   330,199.513   MT  0.99995482   -1 21 14.3
 LZ1662
 LZ1662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1662!SPC PA N     -   0.99989299  x   0.99996297  =   0.99985597
 LZ1662!UTM  18      -   0.99989299  x   0.99995482  =   0.99984782
 LZ1662
 LZ1662:                Primary Azimuth Mark                     Grid Az
 LZ1662:SPC PA N     -  SAMPSON                                  319 49 02.2
 LZ1662:UTM  18      -  SAMPSON                                  321 38 31.9
 LZ1662
 LZ1662|---------------------------------------------------------------------|
 LZ1662| PID    Reference Object                     Distance      Geod. Az  |
 LZ1662|                                                           dddmmss.s |
 LZ1662| LZ1668 SAMPSON                             APPROX.14.1 KM 3201717.6 |
 LZ1662|---------------------------------------------------------------------|
 LZ1662
 LZ1662                          SUPERSEDED SURVEY CONTROL
 LZ1662
 LZ1662  NAD 83(1996)-  41 37 05.72059(N)    077 02 17.18427(W) AD(       ) 3
 LZ1662  NAD 83(1986)-  41 37 05.72222(N)    077 02 17.17992(W) AD(       ) 3
 LZ1662  NAD 27      -  41 37 05.45882(N)    077 02 18.29744(W) AD(       ) 3
 LZ1662
 LZ1662.Superseded values are not recommended for survey control.
 LZ1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1662.See file dsdata.txt to determine how the superseded data were derived.
 LZ1662
 LZ1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM3020009399(NAD 83)
 LZ1662_MARKER: DD = SURVEY DISK
 LZ1662_SETTING: 0 = UNSPECIFIED SETTING
 LZ1662_MAGNETIC: N = NO MAGNETIC MATERIAL
 LZ1662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1662
 LZ1662  HISTORY     - Date     Condition        Report By
 LZ1662  HISTORY     - 1899     MONUMENTED       USGS
 LZ1662
 LZ1662                          STATION DESCRIPTION
 LZ1662
 LZ1662'DESCRIBED BY US GEOLOGICAL SURVEY 1899 (OJ)
 LZ1662'LOCATED ON BRIER HILL, LIBERTY TOWNSHIP, 4.0 MI S. OF BLOSSBURG,
 LZ1662'2.0 MI N. OF EASTPOINT POST OFFICE, ON BRUSHY LAND OWNED BY MORRIS
 LZ1662'RUN COAL COMPANY.
 LZ1662'
 LZ1662'STATION MARK-- STANDARD TABLET IN TOP OF 36- BY 8- BY 8-IN.
 LZ1662'SANDSTONE POST SET 32 IN. IN GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1891 ***********************************************************************
 LZ1891  DESIGNATION -  BRIGGS
 LZ1891  PID         -  LZ1891
 LZ1891  STATE/COUNTY-  PA/LUZERNE
 LZ1891  USGS QUAD   -  SYBERTSVILLE (1989)
 LZ1891
 LZ1891                         *CURRENT SURVEY CONTROL
 LZ1891  ___________________________________________________________________
 LZ1891* NAD 83(1992)-  41 02 12.97149(N)    076 05 05.40373(W)     ADJUSTED  
 LZ1891* NAVD 88     -       555.28   (+/-2cm)    1821.8    (feet)  VERTCON   
 LZ1891  ___________________________________________________________________
 LZ1891  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 LZ1891  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 LZ1891
 LZ1891  HORZ ORDER  -  FIRST
 LZ1891  VERT ORDER  -  THIRD ? (See Below)
 LZ1891
 LZ1891.The horizontal coordinates were established by classical geodetic methods
 LZ1891.and adjusted by the National Geodetic Survey in June 2002..
 LZ1891
 LZ1891.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1891.The vertical order pertains to the NGVD 29 superseded value.
 LZ1891
 LZ1891.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1891
 LZ1891.The geoid height was determined by GEOID03.
 LZ1891
 LZ1891;                    North         East     Units Scale Factor Converg.
 LZ1891;SPC PA N     -    97,992.593   740,009.179   MT  0.99997876   +1 06 05.7
 LZ1891;SPC PA N     -   321,497.37  2,427,846.78   sFT  0.99997876   +1 06 05.7
 LZ1891;SPC PA S     -   190,486.383   740,014.134   MT  1.00001180   +1 04 49.3
 LZ1891;SPC PA S     -   624,954.07  2,427,863.04   sFT  1.00001180   +1 04 49.3
 LZ1891;UTM  18      - 4,543,424.182   408,813.958   MT  0.99970234   -0 42 44.3
 LZ1891
 LZ1891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1891!SPC PA N     -   0.99991799  x   0.99997876  =   0.99989676
 LZ1891!SPC PA S     -   0.99991799  x   1.00001180  =   0.99992979
 LZ1891!UTM  18      -   0.99991799  x   0.99970234  =   0.99962036
 LZ1891
 LZ1891|---------------------------------------------------------------------|
 LZ1891| PID    Reference Object                     Distance      Geod. Az  |
 LZ1891|                                                           dddmmss.s |
 LZ1891| CB3642 BRIGGS RM 1                          30.102 METERS 04012     |
 LZ1891| LY2757 FIRE TOWER                          APPROX.14.7 KM 0982729.1 |
 LZ1891| CB3643 BRIGGS RM 2                          21.140 METERS 26453     |
 LZ1891| LZ1894 SHICKSHINNY RESET                   APPROX.15.5 KM 3383413.7 |
 LZ1891|---------------------------------------------------------------------|
 LZ1891
 LZ1891                          SUPERSEDED SURVEY CONTROL
 LZ1891
 LZ1891  NAD 83(1986)-  41 02 12.97166(N)    076 05 05.40572(W) AD(       ) 1
 LZ1891  NAD 27      -  41 02 12.67200(N)    076 05 06.67200(W) AD(       ) 1
 LZ1891  NGVD 29 (07/19/86)  555.48   (m)         1822.4    (f) LEVELING    3  
 LZ1891
 LZ1891.Superseded values are not recommended for survey control.
 LZ1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1891.See file dsdata.txt to determine how the superseded data were derived.
 LZ1891
 LZ1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL0881443424(NAD 83)
 LZ1891_MARKER: Z = SEE DESCRIPTION
 LZ1891_SETTING: 0 = UNSPECIFIED SETTING
 LZ1891
 LZ1891  HISTORY     - Date     Condition        Report By
 LZ1891  HISTORY     - 1934     MONUMENTED       CGS
 LZ1891  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LZ1891
 LZ1891                          STATION DESCRIPTION
 LZ1891
 LZ1891'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 LZ1891'THIS IS A FIRST ORDER STATION LOCATED 7-3/4 MILES E OF BERWICK, PA.,
 LZ1891'ON THE HIGHEST POINT OF THE NESCOPECK MOUNTAINS.  MARK IS SET IN
 LZ1891'LEDGE OF ROCK ON THE N SIDE OF THE MOUNTAIN TOP AND 14.30 METERS
 LZ1891'(46.9 FEET) E OF A LARGE DEAD CHESTNUT TREE, 44 FEET NW OF A
 LZ1891'14-INCH RED OAK TREE MARKED WITH A TRIANGULAR BLAZE, 12 FEET S OF THE
 LZ1891'BREAK OF THE MOUNTAIN TOP.
 LZ1891'
 LZ1891'REFERENCE MARK NO. 1 IS LOCATED 98.77 FEET NW OF THE STATION, 15 FEET
 LZ1891'SW OF A 24-INCH DEAD SNAG THAT LEANS OUT OVER THE ROCK LEDGE, AND IS
 LZ1891'SET IN THE ROCK OUTCROP AND ON THE HIGHEST PART OF THE LEDGE.
 LZ1891'
 LZ1891'REFERENCE MARK NO. 2 IS LOCATED 21.210 METERS W OF THE STATION AND
 LZ1891'ABOUT 6 FEET LOWER, 7 METERS (23 FEET) W OF AN 18- INCH SNAG AND 8
 LZ1891'FEET W OF THE TRAIL LEADING UP THE MOUNTAIN AND IS SET IN A LARGE
 LZ1891'FLAT ROCK.
 LZ1891'
 LZ1891'NO AZIMUTH MARK WAS SET HERE, BUT THE STATION AT SCHICKSHINNY WILL
 LZ1891'MAKE A GOOD ONE.
 LZ1891'
 LZ1891'TO REACH FROM BERWICK GO E ON HIGHWAY 93 7.8 MILES TO THE TOP OF THE
 LZ1891'MOUNTAIN AND A T-ROAD LEFT AT A FILLING STATION CALLED HENRYS
 LZ1891'PLACE, TURN LEFT AND GO 0.6 MILE TO A T-ROAD LEFT, TURN LEFT AND GO
 LZ1891'0.2 MILE TO THE EDGE OF AN OPEN FIELD, TURN RIGHT AND FOLLOW ALONG
 LZ1891'THE EDGE OF THE FIELD, AND JOIN THE ROAD AGAIN, TURN LEFT ON THE ROAD
 LZ1891'AND GO 0.4 MILE TO A BLAZED TRAIL ON THE RIGHT UP THE MOUNTAIN.
 LZ1891'LEAVE THE TRUCK HERE AND FOLLOW THE TRAIL UP THE MOUNTAIN TO THE
 LZ1891'STATION.
 LZ1891'
 LZ1891'A 37-FOOT TOWER WAS USED TO CLEAR ALL LINES.
 LZ1891
 LZ1891                          STATION RECOVERY (1958)
 LZ1891
 LZ1891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JMR)
 LZ1891'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND TO
 LZ1891'BE IN GOOD CONDITION.  OBSERVATIONS AND MEASUREMENTS WERE
 LZ1891'MADE ON THE MARKS AND NO GREAT CHANGES WERE NOTED EXCEPT THE
 LZ1891'MEASUREMENT OF REFERENCE MARK NUMBER 2.  THE 1934 MEASUREMENT WAS
 LZ1891'69.59 FEET AND 21.210 METERS.  THE 1958 MEASUREMENT IS 69.36 FEET AND
 LZ1891'21.140 METERS.
 LZ1891'
 LZ1891'THE DESCRIPTION OF THE STATION IS ADEQUATE BUT THE TO REACH THE
 LZ1891'STATION WAS FOUND TO BE ADEQUATE.  A COMPLETE OF HOW TO REACH THE
 LZ1891'STATION FOLLOWS.
 LZ1891'
 LZ1891'TO REACH THE STATION FROM THE JUNCTION OF WASHINGTON AVENUE AND NORTH
 LZ1891'BROAD STREET, JUNCTION OF STATE HIGHWAYS 29 AND 924 IN WEST
 LZ1891'HAZELTON.  GO NORTHWEST ON STATE HIGHWAY 29 FOR 8.7 MILES TO THE
 LZ1891'SUMMIT OF WHERE THE HIGHWAY PASSES OVER NESCOPECK MOUNTAIN,
 LZ1891'CONTINUE NORTHWEST ON HIGHWAY 29 FOR 0.1 MILE A WOODS ROAD, TWO MAIL
 LZ1891'BOXES AND TWO TRIANGULAR BLAZED TREES ON THE RIGHT SIDE OF THE
 LZ1891'HIGHWAY.  TURN RIGHT, LEAVING THE HIGHWAY AND FOLLOW THE WOODS ROAD
 LZ1891'EAST-NORTHEAST FOR 0.83 MILE TO A POINT WHERE THE ROAD PASSES THROUGH
 LZ1891'A GAP IN A ROCK FENCE LINE.  PASS THROUGH THE GAP IN THE FENCE
 LZ1891'LINE AND CONTINUE ON THE WOODS ROAD, UPHILL FOR 0.25 MILE AND STATION
 LZ1891'SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3623 ***********************************************************************
 KV3623  DESIGNATION -  BRISLIN
 KV3623  PID         -  KV3623
 KV3623  STATE/COUNTY-  PA/MONROE
 KV3623  USGS QUAD   -  SAYLORSBURG (1983)
 KV3623
 KV3623                         *CURRENT SURVEY CONTROL
 KV3623  ___________________________________________________________________
 KV3623* NAD 83(1992)-  40 59 23.96328(N)    075 15 53.60024(W)     ADJUSTED  
 KV3623* NAVD 88     -       238.2    (meters)     781.     (feet)  VERTCON   
 KV3623  ___________________________________________________________________
 KV3623  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 KV3623  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KV3623
 KV3623  HORZ ORDER  -  THIRD
 KV3623
 KV3623.The horizontal coordinates were established by classical geodetic methods
 KV3623.and adjusted by the National Geodetic Survey in June 2002..
 KV3623
 KV3623.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV3623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV3623
 KV3623.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3623
 KV3623.The geoid height was determined by GEOID03.
 KV3623
 KV3623;                    North         East     Units Scale Factor Converg.
 KV3623;SPC PA N     -    94,432.969   809,084.973   MT  0.99998450   +1 38 38.4
 KV3623;SPC PA N     -   309,818.83  2,654,472.95   sFT  0.99998450   +1 38 38.4
 KV3623;SPC PA S     -   186,894.775   809,090.094   MT  1.00000375   +1 36 44.4
 KV3623;SPC PA S     -   613,170.61  2,654,489.75   sFT  1.00000375   +1 36 44.4
 KV3623;UTM  18      - 4,537,679.619   477,719.052   MT  0.99960611   -0 10 25.5
 KV3623
 KV3623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3623!SPC PA N     -   0.99996784  x   0.99998450  =   0.99995234
 KV3623!SPC PA S     -   0.99996784  x   1.00000375  =   0.99997159
 KV3623!UTM  18      -   0.99996784  x   0.99960611  =   0.99957397
 KV3623
 KV3623:                Primary Azimuth Mark                     Grid Az
 KV3623:SPC PA N     -  FRANK                                    082 12 45.7
 KV3623:SPC PA S     -  FRANK                                    082 14 39.7
 KV3623:UTM  18      -  FRANK                                    084 01 49.6
 KV3623
 KV3623|---------------------------------------------------------------------|
 KV3623| PID    Reference Object                     Distance      Geod. Az  |
 KV3623|                                                           dddmmss.s |
 KV3623| KV3575 FRANK                               APPROX.10.4 KM 0835124.1 |
 KV3623| KV3576 E STROUDSBURG STC STACK             APPROX. 7.6 KM 0842721.7 |
 KV3623| KV3569 STROUDSBURG RAD STA WVOP MAST       APPROX. 6.2 KM 1071948.0 |
 KV3623| KV3574 STROUDSBURG ATT MICROWAVE TWR       APPROX. 9.9 KM 1174100.7 |
 KV3623| CB3644 BRISLIN RM 1                         22.461 METERS 11954     |
 KV3623| CB3645 BRISLIN RM 2                         25.105 METERS 22739     |
 KV3623| LY2690 CAMELBACK MTN FAA MICROWAVE         APPROX.10.7 KM 3040043.6 |
 KV3623|---------------------------------------------------------------------|
 KV3623
 KV3623                          SUPERSEDED SURVEY CONTROL
 KV3623
 KV3623  NAD 83(1996)-  40 59 23.96334(N)    075 15 53.60250(W) AD(       ) 3
 KV3623  NAD 83(1986)-  40 59 23.96259(N)    075 15 53.60157(W) AD(       ) 3
 KV3623  NAD 27      -  40 59 23.62883(N)    075 15 54.94301(W) AD(       ) 3
 KV3623  NGVD 29 (07/19/86)  238.4    (m)          782.     (f) VERT ANG       
 KV3623
 KV3623.Superseded values are not recommended for survey control.
 KV3623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3623.See file dsdata.txt to determine how the superseded data were derived.
 KV3623
 KV3623_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL7771937680(NAD 83)
 KV3623_MARKER: DS = TRIANGULATION STATION DISK
 KV3623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3623
 KV3623  HISTORY     - Date     Condition        Report By
 KV3623  HISTORY     - 1958     MONUMENTED       CGS
 KV3623  HISTORY     - 1969     GOOD             CGS
 KV3623
 KV3623                          STATION DESCRIPTION
 KV3623
 KV3623'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JMR)
 KV3623'STATION IS LOCATED ON THE HIGHEST POINT OF A WOODED HILL AND JUST
 KV3623'NORTH OF AN OLD WOODEN WATER TANK, ABOUT 3/4 MILE SOUTHWEST OF
 KV3623'STATE HIGHWAY 611, 1 MILE SOUTH OF THE SMALL VILLAGE OF BARTONSVILLE,
 KV3623'3-1/2 MILES WEST OF STROUDSBURG, ON PROPERTY OWNED BY MR. M.C.
 KV3623'BRISLIN.
 KV3623'
 KV3623'STATION IS REACHED FROM THE POST OFFICE IN BARTONVILLE BY GOING
 KV3623'SOUTHEAST ON STATE HIGHWAY 611 FOR 1.5 MILES, T-ROAD RIGHT, TURN
 KV3623'RIGHT AND FOLLOW STATE ROUTE 45019 SOUTHWEST FOR 0.5 MILE, T-ROAD
 KV3623'RIGHT JUST AFTER CROSSING A BRIDGE, TURN RIGHT AND GO WEST ON A
 KV3623'GRAVELED ROAD FOR 0.2 MILE, TAKE THE RIGHT HAND FORK AND CONTINUE
 KV3623'WEST FOR 0.35 MILE, TOP OF GRADE AND A DIM TRACK ROAD LEADING
 KV3623'RIGHT INTO THE WOODS, TURN RIGHT AND FOLLOW THE TRACK ROAD NORTH FOR
 KV3623'0.05 MILE TO AN OLD WOODEN WATER TANK, CONTINUE NORTH ON THE TRACK
 KV3623'ROAD FOR ABOUT 50 YARDS, HIGHEST POINT OF THE HILL AND STATION.
 KV3623'
 KV3623'STATION MARK IS A STANDARD DISK, STAMPED BRISLIN 1958, SET IN THE TOP
 KV3623'OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS
 KV3623'ABOUT 12 FEET SOUTH OF A TRIANGULAR BLAZED 6-INCH OAK TREE, 26 FEET
 KV3623'WEST OF A TRIANGULAR BLAZED 8-INCH HICKORY TREE.  A STANDARD METAL
 KV3623'WITNESS POST WAS SET ABOUT 3 FEET NORTHWEST OF THE MARK.
 KV3623'
 KV3623'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BRISLIN NO 1
 KV3623'1958, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH
 KV3623'PROJECTS 3 INCHES.  IT IS ABOUT 85 FEET SOUTH OF THE TRIANGULAR
 KV3623'BLAZED OAK TREE, 61 FEET SOUTH-SOUTHWEST OF THE TRIANGULAR BLAZED
 KV3623'HICKORY TREE, 71 FEET SOUTH OF THE STANDARD METAL WITNESS POST.
 KV3623'
 KV3623'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BRISLIN NO 2
 KV3623'1958, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH
 KV3623'PROJECTS 2 INCHES.  IT IS ABOUT 89 FEET WEST-SOUTHWEST OF THE
 KV3623'TRIANGULAR BLAZED OAK TREE, 107 FEET WEST OF THE TRIANGULAR
 KV3623'BLAZED HICKORY TREE, 81 FEET WEST-SOUTHWEST OF THE STANDARD METAL
 KV3623'WITNESS POST.
 KV3623
 KV3623                          STATION RECOVERY (1969)
 KV3623
 KV3623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 KV3623'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 KV3623'CONDITION.  A DIFFERENCE WAS NOTED IN THE DISTANCE TO REFERENCE
 KV3623'MARKS 1 AND 2.  THIS DISTANCE WAS DOUBLE CHECKED IN THE FIELD AND
 KV3623'FOUND TO BE CORRECT.
 KV3623'
 KV3623'THE DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 KV3623'
 KV3623'DISTANCE BETWEEN REFERENCE MARKS 1 AND 2 COULD NOT BE MEASURED DUE TO
 KV3623'OBSTRUCTION.
 KV3623'
 KV3623'HEIGHT OF LIGHT ABOVE THE STATION MARK- 26.60 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5590 ***********************************************************************
 KV5590  DESIGNATION -  BRIST
 KV5590  PID         -  KV5590
 KV5590  STATE/COUNTY-  PA/BUCKS
 KV5590  USGS QUAD   -  BRISTOL (1981)
 KV5590
 KV5590                         *CURRENT SURVEY CONTROL
 KV5590  ___________________________________________________________________
 KV5590* NAD 83(1992)-  40 07 00.16478(N)    074 50 46.12253(W)     ADJUSTED  
 KV5590* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 KV5590  ___________________________________________________________________
 KV5590  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 KV5590  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KV5590
 KV5590  HORZ ORDER  -  SECOND
 KV5590
 KV5590.The horizontal coordinates were established by classical geodetic methods
 KV5590.and adjusted by the National Geodetic Survey in June 2002..
 KV5590
 KV5590.The orthometric height was scaled from a topographic map.
 KV5590
 KV5590.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5590
 KV5590.The geoid height was determined by GEOID03.
 KV5590
 KV5590;                    North         East     Units Scale Factor Converg.
 KV5590;SPC PA S     -    91,051.634   847,498.222   MT  0.99997639   +1 53 02.4
 KV5590;SPC PA S     -   298,725.24  2,780,500.42   sFT  0.99997639   +1 53 02.4
 KV5590;UTM  18      - 4,440,722.631   513,110.620   MT  0.99960212   +0 05 56.9
 KV5590
 KV5590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5590!SPC PA S     -   1.00000380  x   0.99997639  =   0.99998019
 KV5590!UTM  18      -   1.00000380  x   0.99960212  =   0.99960592
 KV5590
 KV5590|---------------------------------------------------------------------|
 KV5590| PID    Reference Object                     Distance      Geod. Az  |
 KV5590|                                                           dddmmss.s |
 KV5590| CB5725 BRIST RM 2                           47.076 METERS 10534     |
 KV5590| KV5663 BURLINGTON NATIONAL GYPSUM TK       APPROX. 1.7 KM 1174210.0 |
 KV5590| KV5643 BRISTOL WATER WORKS SE TANK         APPROX. 0.6 KM 1280127.5 |
 KV5590| KV5617 BRISTOL WATER WORKS SW TANK         APPROX. 2.4 KM 2273317.6 |
 KV5590| CB5723 BRIST AZ MK                                        2344029.0 |
 KV5590| CB5724 BRIST RM 1                           37.414 METERS 35234     |
 KV5590| KV5588 LEVITTOWN WATER TANK 1              APPROX. 5.0 KM 3591826.9 |
 KV5590|---------------------------------------------------------------------|
 KV5590
 KV5590                          SUPERSEDED SURVEY CONTROL
 KV5590
 KV5590  NAD 83(1996)-  40 07 00.16464(N)    074 50 46.12275(W) AD(       ) 2
 KV5590  NAD 83(1986)-  40 07 00.16369(N)    074 50 46.12304(W) AD(       ) 2
 KV5590  NAD 27      -  40 06 59.76710(N)    074 50 47.53220(W) AD(       ) 2
 KV5590
 KV5590.Superseded values are not recommended for survey control.
 KV5590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5590.See file dsdata.txt to determine how the superseded data were derived.
 KV5590
 KV5590_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1311140723(NAD 83)
 KV5590_MARKER: DS = TRIANGULATION STATION DISK
 KV5590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5590+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2005
 KV5590
 KV5590  HISTORY     - Date     Condition        Report By
 KV5590  HISTORY     - 1958     MONUMENTED       CGS
 KV5590  HISTORY     - 20051207 GOOD             ACT
 KV5590
 KV5590                          STATION DESCRIPTION
 KV5590
 KV5590'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 KV5590'STATION IS LOCATED ON STATE HIGHWAY PROPERTY, ABOUT 1 MILE NORTHEAST
 KV5590'OF BRISTOL, 1/2 MILE NORTH OF THE DELAWARE RIVER, 1/4 MILE
 KV5590'SOUTHWEST OF WHERE U.S. HIGHWAY 13 PASSES UNDER THE PENNSYLVANIA
 KV5590'TURNPIKE AND IN AN ISLAND OF SODED FROUND WHICH IS S SURROUNDED
 KV5590'BY HIGHWAY 13 AND THE TURNPIKE ENTRANCE RAMP ROAD.
 KV5590'
 KV5590'REACHED FROM THE NORTH END OF THE BURLINGTON-BRISTOL TOLL BRIDGE BY
 KV5590'GOING NORTHERLY, ON STATE HIGHWAY 413 FOR 1.4 MILES TO THE JUNCTION
 KV5590'WITH U.S. HIGHWAY 13, JUST AFTER PASSING UNDER A RAILROAD OVERPASS,
 KV5590'TURN RIGHT AND FOLLOW HIGHWAY 13 NORTHEASTERLY FOR 1.7 MILES,
 KV5590'AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT AHEAD, ON HIGHWAY 13 FOR
 KV5590'0.15 MILE, TURNPIKE ENTRANCE RAMP ROAD ON THE RIGHT, CONTINUE ON
 KV5590'HIGHWAY 13 FOR ABOUT 200 FEET, STATION MARK ON THE RIGHT.
 KV5590'
 KV5590'STATION MARK IS A STANDARD DISK, STAMPED BRIST 1958, SET IN THE TOP
 KV5590'OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT
 KV5590'IS 186 FEET SOUTHEAST OF HIGHWAY 13, 199 FEET NORTHEAST OF THE
 KV5590'TURNPIKE ENTRANCE RAMP ROAD, 230 FEET SOUTH OF A OVERPASS BRIDGE
 KV5590'CEMENT ABUTMENT.
 KV5590'
 KV5590'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BRIST NO 1 1958,
 KV5590'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KV5590'GROUND.  IT IS 58 FEET SOUTHEAST OF HIGHWAY 13, 2 FEET SOUTHEAST OF A
 KV5590'TURNPIKE ENTRANCE LIGHT POLE, 127 FEET SOUTHWEST OF THE OVERPASS
 KV5590'BRIDGE CEMENT ABUTMENT.
 KV5590'
 KV5590'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BRIST NO 2 1958,
 KV5590'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KV5590'GROUND.  IT IS 315 FEET SOUTHEAST OF HIGHWAY 13, 50 FEET SOUTHWEST OF
 KV5590'THE TURNPIKE ENTRANCE RAMP ROAD.
 KV5590'
 KV5590'AZIMUTH MARK IS A STANDARD DISK, STAMPED BRIST 1958, SET IN THE TOP
 KV5590'OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT
 KV5590'IS 49 FEET NORTHWEST OF HIGHWAY 13, 21 FEET NORTHEAST OF A TELEPHONE
 KV5590'LINE POLE, 1 FOOT NORTHEAST OF A WHITE WITNESS POST.
 KV5590
 KV5590                          STATION RECOVERY (2005)
 KV5590
 KV5590'RECOVERY NOTE BY ACT ENGINEERS INCORPORATED 2005 (PD)
 KV5590'STATION, REFERENCE MARK 1, REFERENCE MARK 2, AND AZIMUTH MARK ALL
 KV5590'RECOVERED IN GOOD CONDITION.
 KV5590' 
 KV5590'STATION BRIST IS SUITABLE FOR GPS OBSERVATIONS.
 KV5590' 
 KV5590'A 1/2IN. X 2FT. REBAR WAS DRIVEN IN THE GROUND ADJACENT TO THE STATION
 KV5590'TO AID IN RECOVERY W/ MAGNETIC LOCATOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5592 ***********************************************************************
 KV5592  DESIGNATION -  BRISTOL 2
 KV5592  PID         -  KV5592
 KV5592  STATE/COUNTY-  PA/BUCKS
 KV5592  USGS QUAD   -  BRISTOL (1981)
 KV5592
 KV5592                         *CURRENT SURVEY CONTROL
 KV5592  ___________________________________________________________________
 KV5592* NAD 83(1992)-  40 05 46.08783(N)    074 51 08.81559(W)     ADJUSTED  
 KV5592* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV5592  ___________________________________________________________________
 KV5592  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 KV5592  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV5592
 KV5592  HORZ ORDER  -  SECOND
 KV5592
 KV5592.The horizontal coordinates were established by classical geodetic methods
 KV5592.and adjusted by the National Geodetic Survey in June 2002..
 KV5592
 KV5592.The orthometric height was scaled from a topographic map.
 KV5592
 KV5592.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5592
 KV5592.The geoid height was determined by GEOID03.
 KV5592
 KV5592;                    North         East     Units Scale Factor Converg.
 KV5592;SPC PA S     -    88,750.474   847,036.101   MT  0.99997854   +1 52 47.7
 KV5592;SPC PA S     -   291,175.51  2,778,984.27   sFT  0.99997854   +1 52 47.7
 KV5592;SPC NJ       -   140,247.332   119,948.262   MT  0.99991111   -0 13 37.2
 KV5592;SPC NJ       -   460,128.12    393,530.26   sFT  0.99991111   -0 13 37.2
 KV5592;UTM  18      - 4,438,437.839   512,577.250   MT  0.99960195   +0 05 42.1
 KV5592
 KV5592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5592!SPC PA S     -   1.00000490  x   0.99997854  =   0.99998343
 KV5592!SPC NJ       -   1.00000490  x   0.99991111  =   0.99991600
 KV5592!UTM  18      -   1.00000490  x   0.99960195  =   0.99960684
 KV5592
 KV5592:                Primary Azimuth Mark                     Grid Az
 KV5592:SPC PA S     -  SWAIN                                    060 17 57.8
 KV5592:SPC NJ       -  SWAIN                                    062 24 22.7
 KV5592:UTM  18      -  SWAIN                                    062 05 03.4
 KV5592
 KV5592|---------------------------------------------------------------------|
 KV5592| PID    Reference Object                     Distance      Geod. Az  |
 KV5592|                                                           dddmmss.s |
 KV5592| KV5639 SWAIN                               APPROX. 0.9 KM 0621045.5 |
 KV5592| CB5726 BRISTOL 2 RM 1                        3.344 METERS 07802     |
 KV5592| KV5646 BURLINGTON IS FRONT RANGE LT        APPROX. 1.2 KM 0815345.0 |
 KV5592| KV5636 BURLINGTON US PIPE TANK             APPROX. 1.5 KM 1295551.4 |
 KV5592| KV5598 LING 34 USE 1935                    312.159 METERS 14444     |
 KV5592| KV5597 BURLINGTON ISLAND TANK              411.729 METERS 1680714.9 |
 KV5592| KV5622 BURLINGTON ENDEAV FIRE CLK TWR      APPROX. 1.9 KM 1941700.8 |
 KV5592| KV5618 BURLINGTON LIGHT                    APPROX. 2.0 KM 2104131.8 |
 KV5592| CB5727 BRISTOL 2 RM 2                        8.429 METERS 22418     |
 KV5592| KV5623 BRISTOL RANGE FRONT LIGHT           APPROX. 0.8 KM 2291022.0 |
 KV5592| KV5613 BRISTOL ST JAMES PRESB SPIRE        171.142 METERS 32649     |
 KV5592|---------------------------------------------------------------------|
 KV5592
 KV5592                          SUPERSEDED SURVEY CONTROL
 KV5592
 KV5592  NAD 83(1996)-  40 05 46.08782(N)    074 51 08.81558(W) AD(       ) 2
 KV5592  NAD 83(1986)-  40 05 46.08771(N)    074 51 08.81618(W) AD(       ) 2
 KV5592  NAD 27      -  40 05 45.68900(N)    074 51 10.22000(W) AD(       ) 2
 KV5592
 KV5592.Superseded values are not recommended for survey control.
 KV5592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5592.See file dsdata.txt to determine how the superseded data were derived.
 KV5592
 KV5592_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1257738438(NAD 83)
 KV5592_MARKER: DS = TRIANGULATION STATION DISK
 KV5592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5592
 KV5592  HISTORY     - Date     Condition        Report By
 KV5592  HISTORY     - 1935     MONUMENTED       CGS
 KV5592  HISTORY     - 1947     GOOD             CGS
 KV5592
 KV5592                          STATION DESCRIPTION
 KV5592
 KV5592'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5592'STATION IS AT BRISTOL, RIVER END OF WALNUT STREET, 15.85 METERS SW OF
 KV5592'SW CORNER OF RED-BRICK WATER WORKS BUILDING, 6.50 METERS S OF
 KV5592'TELEGRAPH POST, 1.61 METERS NW OF OUTSIDE EDGE RIVER WALL.
 KV5592'
 KV5592'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 KV5592'CONCRETE AS DESCRIBED IN NOTES 1A AND 7A.
 KV5592'
 KV5592'REFERENCE MARKS NO. 1 AND 2 ARE STANDARD TABLETS IN TOP OF RIVER
 KV5592'WALL, RESPECTIVELY E OF STATION AND SW OF STATION AT A 90-DEGREE
 KV5592'BEND.
 KV5592'
 KV5592'HEIGHT OF LIGHT ABOVE STATION MARK - 6 METERS.
 KV5592
 KV5592                          STATION RECOVERY (1947)
 KV5592
 KV5592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5592'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5592'ADEQUATE EXCEPT FOR THE FOLLOWING CHANGE-
 KV5592'
 KV5592'ADD-BRISTOL 2 IS 22.70 METERS UPSTREAM OF BRISTOL 1912.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5589 ***********************************************************************
 KV5589  DESIGNATION -  BRISTOL ANDERSONS HOUSE CUPOLA
 KV5589  PID         -  KV5589
 KV5589  STATE/COUNTY-  PA/BUCKS
 KV5589  USGS QUAD   -  BRISTOL (1981)
 KV5589
 KV5589                         *CURRENT SURVEY CONTROL
 KV5589  ___________________________________________________________________
 KV5589* NAD 83(1992)-  40 05 57.62694(N)    074 50 47.17343(W)     ADJUSTED  
 KV5589* NAVD 88     -                                                        
 KV5589  ___________________________________________________________________
 KV5589  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 KV5589  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV5589
 KV5589  HORZ ORDER  -  THIRD
 KV5589
 KV5589.The horizontal coordinates were established by classical geodetic methods
 KV5589.and adjusted by the National Geodetic Survey in June 2002..
 KV5589
 KV5589
 KV5589.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5589
 KV5589.The geoid height was determined by GEOID03.
 KV5589
 KV5589;                    North         East     Units Scale Factor Converg.
 KV5589;SPC PA S     -    89,123.015   847,536.757   MT  0.99997819   +1 53 01.7
 KV5589;SPC PA S     -   292,397.76  2,780,626.84   sFT  0.99997819   +1 53 01.7
 KV5589;SPC NJ       -   140,601.191   120,462.241   MT  0.99991074   -0 13 23.3
 KV5589;SPC NJ       -   461,289.07    395,216.54   sFT  0.99991074   -0 13 23.3
 KV5589;UTM  18      - 4,438,794.471   513,089.074   MT  0.99960211   +0 05 56.1
 KV5589
 KV5589                          SUPERSEDED SURVEY CONTROL
 KV5589
 KV5589  NAD 83(1996)-  40 05 57.62697(N)    074 50 47.17342(W) AD(       ) 4
 KV5589  NAD 83(1986)-  40 05 57.62700(N)    074 50 47.17394(W) AD(       ) 4
 KV5589  NAD 27      -  40 05 57.22700(N)    074 50 48.57900(W) AD(       ) 3
 KV5589
 KV5589.Superseded values are not recommended for survey control.
 KV5589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5589.See file dsdata.txt to determine how the superseded data were derived.
 KV5589
 KV5589_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1308938794(NAD 83)
 KV5589_MARKER: 86 = CUPOLA
 KV5589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5589+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2003
 KV5589
 KV5589  HISTORY     - Date     Condition        Report By
 KV5589  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV5589  HISTORY     - 1947     GOOD             CGS
 KV5589  HISTORY     - 20030124 GOOD             USPSQD
 KV5589
 KV5589                          STATION DESCRIPTION
 KV5589
 KV5589'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5589'STATION IS IN BRISTOL, AT 1002 RADCLIFFE STREET.  THE PEAK OF THE
 KV5589'CUPOLA ON THE ANDERSON DWELLING.
 KV5589'
 KV5589'INTERSECTION STATION.
 KV5589
 KV5589                          STATION RECOVERY (1947)
 KV5589
 KV5589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5589'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5589'ADEQUATE.
 KV5589
 KV5589                          STATION RECOVERY (2003)
 KV5589
 KV5589'RECOVERY NOTE BY US POWER SQUADRON 2003 (NCS)
 KV5589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5621 ***********************************************************************
 KV5621  DESIGNATION -  BRISTOL C L USE 1935
 KV5621  PID         -  KV5621
 KV5621  STATE/COUNTY-  PA/BUCKS
 KV5621  USGS QUAD   -  BRISTOL (1981)
 KV5621
 KV5621                         *CURRENT SURVEY CONTROL
 KV5621  ___________________________________________________________________
 KV5621* NAD 83(1992)-  40 05 30.00393(N)    074 51 32.94329(W)     ADJUSTED  
 KV5621* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5621  ___________________________________________________________________
 KV5621  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 KV5621  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV5621
 KV5621  HORZ ORDER  -  THIRD
 KV5621
 KV5621.The horizontal coordinates were established by classical geodetic methods
 KV5621.and adjusted by the National Geodetic Survey in June 2002..
 KV5621
 KV5621.The orthometric height was scaled from a topographic map.
 KV5621
 KV5621.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5621
 KV5621.The geoid height was determined by GEOID03.
 KV5621
 KV5621;                    North         East     Units Scale Factor Converg.
 KV5621;SPC PA S     -    88,235.941   846,481.138   MT  0.99997902   +1 52 32.0
 KV5621;SPC PA S     -   289,487.42  2,777,163.53   sFT  0.99997902   +1 52 32.0
 KV5621;SPC NJ       -   139,753.583   119,374.796   MT  0.99991154   -0 13 52.7
 KV5621;SPC NJ       -   458,508.21    391,648.81   sFT  0.99991154   -0 13 52.7
 KV5621;UTM  18      - 4,437,941.028   512,006.745   MT  0.99960177   +0 05 26.6
 KV5621
 KV5621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5621!SPC PA S     -   1.00000474  x   0.99997902  =   0.99998376
 KV5621!SPC NJ       -   1.00000474  x   0.99991154  =   0.99991628
 KV5621!UTM  18      -   1.00000474  x   0.99960177  =   0.99960651
 KV5621
 KV5621                          SUPERSEDED SURVEY CONTROL
 KV5621
 KV5621  NAD 83(1996)-  40 05 30.00392(N)    074 51 32.94329(W) AD(       ) 3
 KV5621  NAD 83(1986)-  40 05 30.00340(N)    074 51 32.94433(W) AD(       ) 3
 KV5621  NAD 27      -  40 05 29.60500(N)    074 51 34.34600(W) AD(       ) 3
 KV5621
 KV5621.Superseded values are not recommended for survey control.
 KV5621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5621.See file dsdata.txt to determine how the superseded data were derived.
 KV5621
 KV5621_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1200737941(NAD 83)
 KV5621_MARKER: Z = SEE DESCRIPTION
 KV5621_SETTING: 0 = UNSPECIFIED SETTING
 KV5621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5621
 KV5621  HISTORY     - Date     Condition        Report By
 KV5621  HISTORY     - 1935     MONUMENTED       CGS
 KV5621  HISTORY     - 1947     MARK NOT FOUND   CGS
 KV5621
 KV5621                          STATION DESCRIPTION
 KV5621
 KV5621'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5621'STATION IS S OF BRISTOL, ON A HYDRAULIC FILL ABOUT 100 METERS
 KV5621'DOWNSTREAM FROM OTTER CREEK, 5 METERS NE OF BRISTOL RANGE FRONT
 KV5621'LIGHT, IN RANGE WITH 2 BRISTOL CHURCH SPIRES, 23 FEET NE OF A 2-INCH
 KV5621'IRON PIPE DRIVEN IN GROUND, WHICH IS IN LINE WITH ROEBLING
 KV5621'STANDPIPE.  A STANDARD USED GALVANIZED TOP MONUMENT.
 KV5621'
 KV5621'INTERSECTION STATION.
 KV5621'
 KV5621'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 KV5621
 KV5621                          STATION RECOVERY (1947)
 KV5621
 KV5621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5621'STATION WAS NOT RECOVERED AFTER TWO HOURS OF DIGGING.  THE 2-INCH
 KV5621'IRON PIPE WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5595 ***********************************************************************
 KV5595  DESIGNATION -  BRISTOL GRUNDY CO INC TANK
 KV5595  PID         -  KV5595
 KV5595  STATE/COUNTY-  PA/BUCKS
 KV5595  USGS QUAD   -  BRISTOL (1981)
 KV5595
 KV5595                         *CURRENT SURVEY CONTROL
 KV5595  ___________________________________________________________________
 KV5595* NAD 83(1992)-  40 06 15.57120(N)    074 51 07.62344(W)     ADJUSTED  
 KV5595* NAVD 88     -                                                        
 KV5595  ___________________________________________________________________
 KV5595  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 KV5595  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KV5595
 KV5595  HORZ ORDER  -  THIRD
 KV5595
 KV5595.The horizontal coordinates were established by classical geodetic methods
 KV5595.and adjusted by the National Geodetic Survey in June 2002..
 KV5595
 KV5595
 KV5595.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5595
 KV5595.The geoid height was determined by GEOID03.
 KV5595
 KV5595;                    North         East     Units Scale Factor Converg.
 KV5595;SPC PA S     -    89,660.261   847,034.490   MT  0.99997767   +1 52 48.5
 KV5595;SPC PA S     -   294,160.37  2,778,978.99   sFT  0.99997767   +1 52 48.5
 KV5595;SPC NJ       -   141,156.502   119,980.097   MT  0.99991109   -0 13 36.6
 KV5595;SPC NJ       -   463,110.96    393,634.70   sFT  0.99991109   -0 13 36.6
 KV5595;UTM  18      - 4,439,346.893   512,603.966   MT  0.99960196   +0 05 42.9
 KV5595
 KV5595                          SUPERSEDED SURVEY CONTROL
 KV5595
 KV5595  NAD 83(1996)-  40 06 15.57118(N)    074 51 07.62343(W) AD(       ) 4
 KV5595  NAD 83(1986)-  40 06 15.57130(N)    074 51 07.62429(W) AD(       ) 4
 KV5595  NAD 27      -  40 06 15.17000(N)    074 51 09.02800(W) AD(       ) 3
 KV5595
 KV5595.Superseded values are not recommended for survey control.
 KV5595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5595.See file dsdata.txt to determine how the superseded data were derived.
 KV5595
 KV5595_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1260439347(NAD 83)
 KV5595_MARKER: 53 = ELEVATED TANK
 KV5595
 KV5595  HISTORY     - Date     Condition        Report By
 KV5595  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV5595  HISTORY     - 1947     GOOD             CGS
 KV5595  HISTORY     - 20050801 MARK NOT FOUND   GEOCAC
 KV5595
 KV5595                          STATION DESCRIPTION
 KV5595
 KV5595'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5595'STATION IS AT BRISTOL, CANAL AND JEFFERSON STREETS.  THE FINIAL OF
 KV5595'THE ALUMINUM-PAINTED STEEL ELEVATED WATER TANK.
 KV5595'
 KV5595'INTERSECTION STATION.
 KV5595
 KV5595                          STATION RECOVERY (1947)
 KV5595
 KV5595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5595'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5595'ADEQUATE EXCEPT FOR THE FOLLOWING CHANGE-
 KV5595'
 KV5595'ADD GRUNDY IS LETTERED VERTICALLY IN BLACK LETTERS AROUND SIDE OF
 KV5595'TANK.
 KV5595
 KV5595                          STATION RECOVERY (2005)
 KV5595
 KV5595'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 KV5595'HISTORIC GRUNDY MILLS COMPLEX REMAINS, BUT THE TANK AS DESCRIBED WAS
 KV5595'NOT OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5594 ***********************************************************************
 KV5594  DESIGNATION -  BRISTOL GRUNDY MILLS CLOCKTWR
 KV5594  PID         -  KV5594
 KV5594  STATE/COUNTY-  PA/BUCKS
 KV5594  USGS QUAD   -  BRISTOL (1981)
 KV5594
 KV5594                         *CURRENT SURVEY CONTROL
 KV5594  ___________________________________________________________________
 KV5594* NAD 83(1992)-  40 06 15.22788(N)    074 51 08.28500(W)     ADJUSTED  
 KV5594* NAVD 88     -                                                        
 KV5594  ___________________________________________________________________
 KV5594  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 KV5594  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KV5594
 KV5594  HORZ ORDER  -  THIRD
 KV5594
 KV5594.The horizontal coordinates were established by classical geodetic methods
 KV5594.and adjusted by the National Geodetic Survey in June 2002..
 KV5594
 KV5594
 KV5594.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5594
 KV5594.The geoid height was determined by GEOID03.
 KV5594
 KV5594;                    North         East     Units Scale Factor Converg.
 KV5594;SPC PA S     -    89,649.164   847,019.177   MT  0.99997768   +1 52 48.0
 KV5594;SPC PA S     -   294,123.97  2,778,928.75   sFT  0.99997768   +1 52 48.0
 KV5594;SPC NJ       -   141,145.976   119,964.388   MT  0.99991110   -0 13 37.0
 KV5594;SPC NJ       -   463,076.42    393,583.16   sFT  0.99991110   -0 13 37.0
 KV5594;UTM  18      - 4,439,336.282   512,588.322   MT  0.99960195   +0 05 42.5
 KV5594
 KV5594                          SUPERSEDED SURVEY CONTROL
 KV5594
 KV5594  NAD 83(1996)-  40 06 15.22780(N)    074 51 08.28513(W) AD(       ) 4
 KV5594  NAD 83(1986)-  40 06 15.22687(N)    074 51 08.28610(W) AD(       ) 4
 KV5594  NAD 27      -  40 06 14.82800(N)    074 51 09.69300(W) AD(       ) 3
 KV5594
 KV5594.Superseded values are not recommended for survey control.
 KV5594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5594.See file dsdata.txt to determine how the superseded data were derived.
 KV5594
 KV5594_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1258839336(NAD 83)
 KV5594_MARKER: 55 = TOWER
 KV5594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5594+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2003
 KV5594
 KV5594  HISTORY     - Date     Condition        Report By
 KV5594  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5594  HISTORY     - 1976     GOOD             NGS
 KV5594  HISTORY     - 20030124 GOOD             USPSQD
 KV5594
 KV5594                          STATION DESCRIPTION
 KV5594
 KV5594'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5594'THIS STATION IS THE FLAGPOLE AT THE CENTER OF THE TOP OF THE CLOCK
 KV5594'TOWER AT THE GRUNDY WORSTED MILLS AT THE NW CORNER OF CANAL STREET
 KV5594'AND JEFFERSON AVENUE, IN BRISTOL.  THE TOWER IS ABOUT 50 FEET S OF
 KV5594'THE NE CORNER OF THE HIGHEST PART OF A LARGE WHITE CONCRETE
 KV5594'BUILDING.  IT RISES ABOUT 50-FEET ABOVE THE TOP OF THE BUILDING.  IT
 KV5594'IS A SQUARE WHITE CONCRETE TOWER WITH A RED TILE ROOF WITH
 KV5594'OVERHANGING EAVES.  THE TOWER HAS A LARGE CLOCK ON EACH SIDE AND A
 KV5594'SMALL FENCED PLATFORM BELOW EACH CLOCK.
 KV5594
 KV5594                          STATION RECOVERY (1976)
 KV5594
 KV5594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5594'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KV5594
 KV5594                          STATION RECOVERY (2003)
 KV5594
 KV5594'RECOVERY NOTE BY US POWER SQUADRON 2003 (NCS)
 KV5594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5606 ***********************************************************************
 KV5606  DESIGNATION -  BRISTOL ME CHURCH SPIRE
 KV5606  PID         -  KV5606
 KV5606  STATE/COUNTY-  PA/BUCKS
 KV5606  USGS QUAD   -  BRISTOL (1981)
 KV5606
 KV5606                         *CURRENT SURVEY CONTROL
 KV5606  ___________________________________________________________________
 KV5606* NAD 83(1992)-  40 05 48.05010(N)    074 51 18.62111(W)     ADJUSTED  
 KV5606* NAVD 88     -                                                        
 KV5606  ___________________________________________________________________
 KV5606  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 KV5606  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV5606
 KV5606  HORZ ORDER  -  THIRD
 KV5606
 KV5606.The horizontal coordinates were established by classical geodetic methods
 KV5606.and adjusted by the National Geodetic Survey in June 2002..
 KV5606
 KV5606
 KV5606.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5606
 KV5606.The geoid height was determined by GEOID03.
 KV5606
 KV5606;                    North         East     Units Scale Factor Converg.
 KV5606;SPC PA S     -    88,803.348   846,801.982   MT  0.99997848   +1 52 41.3
 KV5606;SPC PA S     -   291,348.98  2,778,216.17   sFT  0.99997848   +1 52 41.3
 KV5606;SPC NJ       -   140,308.773   119,716.260   MT  0.99991129   -0 13 43.5
 KV5606;SPC NJ       -   460,329.70    392,769.10   sFT  0.99991129   -0 13 43.5
 KV5606;UTM  18      - 4,438,497.957   512,344.979   MT  0.99960188   +0 05 35.8
 KV5606
 KV5606                          SUPERSEDED SURVEY CONTROL
 KV5606
 KV5606  NAD 83(1996)-  40 05 48.05010(N)    074 51 18.62111(W) AD(       ) 4
 KV5606  NAD 83(1986)-  40 05 48.04999(N)    074 51 18.62197(W) AD(       ) 4
 KV5606  NAD 27      -  40 05 47.65000(N)    074 51 20.02500(W) AD(       ) 3
 KV5606
 KV5606.Superseded values are not recommended for survey control.
 KV5606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5606.See file dsdata.txt to determine how the superseded data were derived.
 KV5606
 KV5606_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1234538498(NAD 83)
 KV5606_MARKER: 90 = CHURCH SPIRE
 KV5606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5606+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2003
 KV5606
 KV5606  HISTORY     - Date     Condition        Report By
 KV5606  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV5606  HISTORY     - 1947     GOOD             CGS
 KV5606  HISTORY     - 20030124 GOOD             USPSQD
 KV5606  HISTORY     - 20050801 MARK NOT FOUND   GEOCAC
 KV5606
 KV5606                          STATION DESCRIPTION
 KV5606
 KV5606'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5606'STATION IS IN BRISTOL, AT MULBERRY AND WILSON STREETS.  THE SPIRE ON
 KV5606'THE BROWN STONE CHURCH BUILDING.
 KV5606'
 KV5606'INTERSECTION STATION.
 KV5606
 KV5606                          STATION RECOVERY (1947)
 KV5606
 KV5606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5606'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5606'ADEQUATE EXCEPT FOR THE FOLLOWING CHANGE-
 KV5606'
 KV5606'CHANGE THE SPIRE TO THE GREY SPIRE.
 KV5606
 KV5606                          STATION RECOVERY (2003)
 KV5606
 KV5606'RECOVERY NOTE BY US POWER SQUADRON 2003 (NCS)
 KV5606'RECOVERED IN GOOD CONDITION.
 KV5606
 KV5606                          STATION RECOVERY (2005)
 KV5606
 KV5606'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 KV5606'STONE CHURCH BUILDING OBSERVED AS DESCRIBED, BUT THE TOWER IS
 KV5606'TRUNCATED, AND THERE IS NO SPIRE ON THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5607 ***********************************************************************
 KV5607  DESIGNATION -  BRISTOL MUNICIPAL TANK
 KV5607  PID         -  KV5607
 KV5607  STATE/COUNTY-  PA/BUCKS
 KV5607  USGS QUAD   -  BRISTOL (1981)
 KV5607
 KV5607                         *CURRENT SURVEY CONTROL
 KV5607  ___________________________________________________________________
 KV5607* NAD 83(1992)-  40 05 52.19454(N)    074 51 23.90322(W)     ADJUSTED  
 KV5607* NAVD 88     -                                                        
 KV5607  ___________________________________________________________________
 KV5607  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 KV5607  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KV5607
 KV5607  HORZ ORDER  -  THIRD
 KV5607
 KV5607.The horizontal coordinates were established by classical geodetic methods
 KV5607.and adjusted by the National Geodetic Survey in June 2002..
 KV5607
 KV5607
 KV5607.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5607
 KV5607.The geoid height was determined by GEOID03.
 KV5607
 KV5607;                    North         East     Units Scale Factor Converg.
 KV5607;SPC PA S     -    88,927.006   846,672.747   MT  0.99997835   +1 52 37.9
 KV5607;SPC PA S     -   291,754.69  2,777,792.17   sFT  0.99997835   +1 52 37.9
 KV5607;SPC NJ       -   140,437.090   119,591.668   MT  0.99991138   -0 13 47.0
 KV5607;SPC NJ       -   460,750.69    392,360.33   sFT  0.99991138   -0 13 47.0
 KV5607;UTM  18      - 4,438,625.532   512,219.706   MT  0.99960184   +0 05 32.4
 KV5607
 KV5607                          SUPERSEDED SURVEY CONTROL
 KV5607
 KV5607  NAD 83(1996)-  40 05 52.19454(N)    074 51 23.90323(W) AD(       ) 4
 KV5607  NAD 83(1986)-  40 05 52.19420(N)    074 51 23.90433(W) AD(       ) 4
 KV5607  NAD 27      -  40 05 51.79600(N)    074 51 25.30700(W) AD(       ) 3
 KV5607
 KV5607.Superseded values are not recommended for survey control.
 KV5607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5607.See file dsdata.txt to determine how the superseded data were derived.
 KV5607
 KV5607_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1222038626(NAD 83)
 KV5607_MARKER: 53 = ELEVATED TANK
 KV5607
 KV5607  HISTORY     - Date     Condition        Report By
 KV5607  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5607  HISTORY     - 1935     GOOD             CGS
 KV5607  HISTORY     - 1947     GOOD             CGS
 KV5607  HISTORY     - 20050801 MARK NOT FOUND   GEOCAC
 KV5607
 KV5607                          STATION DESCRIPTION
 KV5607
 KV5607'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5607'THIS STATION IS THE CENTER OF THE MUNICIPAL WATER TANK IN THE LOT
 KV5607'JUST EAST OF THE FIRE ENGINE HOUSE AT THE SOUTHEAST CORNER OF U.S.
 KV5607'HIGHWAY 13 AND MULBERRY STREET.  THE TANK IS A SQUAT SILVER TANK
 KV5607'ABOUT 125 FEET HIGH.  IT IS LETTERED BRISTOL WATER WORKS IN BLACK
 KV5607'LETTERS.  THE LEGS OF THE TANK ARE BENT, THE UPPER 50 FEET BEING
 KV5607'VERTICAL AND THE LOWER PART SLOPING.  THE TANK IS STEEL AND HAS A
 KV5607'CONICAL TOP WITHOUT BALL OR FINIAL AT ITS TIP.
 KV5607
 KV5607                          STATION RECOVERY (1935)
 KV5607
 KV5607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5607'STATION IS AT BRISTOL, AT MULBERRY STREET AND U.S. HIGHWAY 13, IN A
 KV5607'LOT E OF THE FIRE HOUSE.  THE APEX OF THE CONICAL TOP OF THE 125
 KV5607'FOOT ALUMINUM PAINTED ELEVATED WATER TANK.
 KV5607'
 KV5607'SUPPLEMENTAL SCHEME INTERSECTION STATION.
 KV5607'
 KV5607'ORIGINALLY NAMED BRISTOL, MUNICIPAL WATER TANK.
 KV5607
 KV5607                          STATION RECOVERY (1947)
 KV5607
 KV5607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5607'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 KV5607'ADEQUATE WITH THE FOLLOWING CHANGES-
 KV5607'
 KV5607'1. CHANGE SQUAT SILVER TANK ABOUT 125 FEET HIGH TO A DULL GRAY TANK
 KV5607'ABOUT 200 FEET HIGH.  2. AFTER IN
 KV5607'BLACK LETTERS ADD ON THE NORTH SIDE.
 KV5607
 KV5607                          STATION RECOVERY (2005)
 KV5607
 KV5607'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 KV5607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5616 ***********************************************************************
 KV5616  DESIGNATION -  BRISTOL ROHM AND HAAS STACK
 KV5616  PID         -  KV5616
 KV5616  STATE/COUNTY-  PA/BUCKS
 KV5616  USGS QUAD   -  BRISTOL (1981)
 KV5616
 KV5616                         *CURRENT SURVEY CONTROL
 KV5616  ___________________________________________________________________
 KV5616* NAD 83(1992)-  40 05 39.50149(N)    074 52 00.26626(W)     ADJUSTED  
 KV5616* NAVD 88     -                                                        
 KV5616  ___________________________________________________________________
 KV5616  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 KV5616  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KV5616
 KV5616  HORZ ORDER  -  THIRD
 KV5616
 KV5616.The horizontal coordinates were established by classical geodetic methods
 KV5616.and adjusted by the National Geodetic Survey in June 2002..
 KV5616
 KV5616
 KV5616.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5616
 KV5616.The geoid height was determined by GEOID03.
 KV5616
 KV5616;                    North         East     Units Scale Factor Converg.
 KV5616;SPC PA S     -    88,507.561   845,824.688   MT  0.99997873   +1 52 14.3
 KV5616;SPC PA S     -   290,378.56  2,775,009.83   sFT  0.99997873   +1 52 14.3
 KV5616;SPC NJ       -   140,049.132   118,728.819   MT  0.99991203   -0 14 10.3
 KV5616;SPC NJ       -   459,477.86    389,529.47   sFT  0.99991203   -0 14 10.3
 KV5616;UTM  18      - 4,438,232.852   511,359.318   MT  0.99960159   +0 05 09.0
 KV5616
 KV5616                          SUPERSEDED SURVEY CONTROL
 KV5616
 KV5616  NAD 83(1996)-  40 05 39.50120(N)    074 52 00.26645(W) AD(       ) 4
 KV5616  NAD 83(1986)-  40 05 39.50007(N)    074 52 00.26780(W) AD(       ) 4
 KV5616  NAD 27      -  40 05 39.11800(N)    074 52 01.69300(W) AD(       ) 3
 KV5616
 KV5616.Superseded values are not recommended for survey control.
 KV5616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5616.See file dsdata.txt to determine how the superseded data were derived.
 KV5616
 KV5616_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1135938233(NAD 83)
 KV5616_MARKER: 63 = STACK
 KV5616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5616+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2003
 KV5616
 KV5616  HISTORY     - Date     Condition        Report By
 KV5616  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5616  HISTORY     - 1947     GOOD             CGS
 KV5616  HISTORY     - 1976     GOOD             NGS
 KV5616  HISTORY     - 20030124 GOOD             USPSQD
 KV5616
 KV5616                          STATION DESCRIPTION
 KV5616
 KV5616'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5616'THIS STATION IS THE CENTER OF THE TALLER AND MOST SOUTHERLY OF TWO
 KV5616'STACKS AT THE ROHM AND HAAS COMPANY IN THE SOUTHWEST PART OF BRISTOL
 KV5616'NEAR THE OVERHEAD CROSSING OF THE PENNSYLVANIA RAILROAD OVER U.S.
 KV5616'HIGHWAY 13.  THE STACK IS NEAR THE SOUTH END OF THE PLANT.  IT IS
 KV5616'A RED BRICK STACK WITH SLIGHT CORBEL AT TOP.
 KV5616
 KV5616                          STATION RECOVERY (1947)
 KV5616
 KV5616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5616'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 KV5616'ADEQUATE EXCEPT FOR THE FOLLOWING CHANGES-
 KV5616'
 KV5616'1. CHANGE TALLER AND MOST S OF TWO STACKS TO 125-FOOT STACK.  (THE
 KV5616'OTHER STACK HAS BEEN TORN DOWN.)
 KV5616'
 KV5616'2. DELETE WITH SLIGHT CORBEL AT TOP.  (THE TOP FEW FEET OF THE STACK
 KV5616'WAS RECENTLY REMOVED.)
 KV5616
 KV5616                          STATION RECOVERY (1976)
 KV5616
 KV5616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5616'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 KV5616'DESCRIPTION IS ADEQUATE FOR RECOVERY.
 KV5616
 KV5616                          STATION RECOVERY (2003)
 KV5616
 KV5616'RECOVERY NOTE BY US POWER SQUADRON 2003 (NCS)
 KV5616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5685 ***********************************************************************
 KV5685  DESIGNATION -  BRISTOL ROHM AND HAAS CLUB TK
 KV5685  PID         -  KV5685
 KV5685  STATE/COUNTY-  PA/BUCKS
 KV5685  USGS QUAD   -  BRISTOL (1981)
 KV5685
 KV5685                         *CURRENT SURVEY CONTROL
 KV5685  ___________________________________________________________________
 KV5685* NAD 83(1992)-  40 05 06.86242(N)    074 52 22.60367(W)     ADJUSTED  
 KV5685* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5685  ___________________________________________________________________
 KV5685  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 KV5685  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV5685
 KV5685  HORZ ORDER  -  SECOND
 KV5685
 KV5685.The horizontal coordinates were established by classical geodetic methods
 KV5685.and adjusted by the National Geodetic Survey in June 2002..
 KV5685
 KV5685.The orthometric height was scaled from a topographic map.
 KV5685
 KV5685.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5685
 KV5685.The geoid height was determined by GEOID03.
 KV5685
 KV5685;                    North         East     Units Scale Factor Converg.
 KV5685;SPC PA S     -    87,484.162   845,328.646   MT  0.99997972   +1 51 59.8
 KV5685;SPC PA S     -   287,020.95  2,773,382.40   sFT  0.99997972   +1 51 59.8
 KV5685;SPC NJ       -   139,044.728   118,195.525   MT  0.99991245   -0 14 24.5
 KV5685;SPC NJ       -   456,182.58    387,779.82   sFT  0.99991245   -0 14 24.5
 KV5685;UTM  18      - 4,437,225.779   510,831.841   MT  0.99960144   +0 04 54.5
 KV5685
 KV5685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5685!SPC PA S     -   1.00000474  x   0.99997972  =   0.99998446
 KV5685!SPC NJ       -   1.00000474  x   0.99991245  =   0.99991719
 KV5685!UTM  18      -   1.00000474  x   0.99960144  =   0.99960618
 KV5685
 KV5685                          SUPERSEDED SURVEY CONTROL
 KV5685
 KV5685  NAD 83(1996)-  40 05 06.86243(N)    074 52 22.60370(W) AD(       ) 2
 KV5685  NAD 83(1986)-  40 05 06.86137(N)    074 52 22.60532(W) AD(       ) 2
 KV5685  NAD 27      -  40 05 06.46300(N)    074 52 24.00600(W) AD(       ) 2
 KV5685
 KV5685.Superseded values are not recommended for survey control.
 KV5685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5685.See file dsdata.txt to determine how the superseded data were derived.
 KV5685
 KV5685_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1083237226(NAD 83)
 KV5685_MARKER: 53 = ELEVATED TANK
 KV5685
 KV5685  HISTORY     - Date     Condition        Report By
 KV5685  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV5685  HISTORY     - 1947     GOOD             CGS
 KV5685
 KV5685                          STATION DESCRIPTION
 KV5685
 KV5685'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5685'STATION IS AT BRISTOL, W OF HIGHWAY 713, 0.1 MILE N OF THE W END OF
 KV5685'THE BURLINGTON-BRISTOL BRIDGE APPROACH, ON ROHM AND HAAS COUNTRY
 KV5685'CLUB GROUNDS.  THE FINIAL OF THE ALUMINUM PAINTED ELEVATED WOODEN
 KV5685'TANK.
 KV5685'
 KV5685'MAIN SCHEME INTERSECTION STATION.
 KV5685
 KV5685                          STATION RECOVERY (1947)
 KV5685
 KV5685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5685'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5685'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5613 ***********************************************************************
 KV5613  DESIGNATION -  BRISTOL ST JAMES PRESB SPIRE
 KV5613  PID         -  KV5613
 KV5613  STATE/COUNTY-  PA/BUCKS
 KV5613  USGS QUAD   -  BRISTOL (1981)
 KV5613
 KV5613                         *CURRENT SURVEY CONTROL
 KV5613  ___________________________________________________________________
 KV5613* NAD 83(1992)-  40 05 50.73162(N)    074 51 12.77021(W)     ADJUSTED  
 KV5613* NAVD 88     -                                                        
 KV5613  ___________________________________________________________________
 KV5613  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 KV5613  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV5613
 KV5613  HORZ ORDER  -  THIRD
 KV5613
 KV5613.The horizontal coordinates were established by classical geodetic methods
 KV5613.and adjusted by the National Geodetic Survey in June 2002..
 KV5613
 KV5613
 KV5613.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5613
 KV5613.The geoid height was determined by GEOID03.
 KV5613
 KV5613;                    North         East     Units Scale Factor Converg.
 KV5613;SPC PA S     -    88,890.552   846,937.783   MT  0.99997840   +1 52 45.1
 KV5613;SPC PA S     -   291,635.09  2,778,661.71   sFT  0.99997840   +1 52 45.1
 KV5613;SPC NJ       -   140,390.921   119,855.166   MT  0.99991118   -0 13 39.8
 KV5613;SPC NJ       -   460,599.21    393,224.82   sFT  0.99991118   -0 13 39.8
 KV5613;UTM  18      - 4,438,580.858   512,483.378   MT  0.99960192   +0 05 39.6
 KV5613
 KV5613                          SUPERSEDED SURVEY CONTROL
 KV5613
 KV5613  NAD 83(1996)-  40 05 50.73162(N)    074 51 12.77021(W) AD(       ) 4
 KV5613  NAD 83(1986)-  40 05 50.73139(N)    074 51 12.77090(W) AD(       ) 4
 KV5613  NAD 27      -  40 05 50.33000(N)    074 51 14.17500(W) AD(       ) 3
 KV5613
 KV5613.Superseded values are not recommended for survey control.
 KV5613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5613.See file dsdata.txt to determine how the superseded data were derived.
 KV5613
 KV5613_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1248338581(NAD 83)
 KV5613_MARKER: 90 = CHURCH SPIRE
 KV5613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5613+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2003
 KV5613
 KV5613  HISTORY     - Date     Condition        Report By
 KV5613  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV5613  HISTORY     - 1947     GOOD             CGS
 KV5613  HISTORY     - 20030124 GOOD             USPSQD
 KV5613
 KV5613                          STATION DESCRIPTION
 KV5613
 KV5613'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5613'STATION IS AT BRISTOL, CEDAR AND WALNUT STREETS.  THE SPIRE OF THE
 KV5613'CHURCH.
 KV5613'
 KV5613'INTERSECTION STATION.
 KV5613
 KV5613                          STATION RECOVERY (1947)
 KV5613
 KV5613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5613'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5613'ADEQUATE EXCEPT FOR THE FOLLOWING CHANGE-
 KV5613'
 KV5613'CHANGE THE SPIRE OF THE CHURCH TO THE LIGHT BROWN SPIRE OF THE DARK
 KV5613'BROWN STONE CHURCH BUILDING.
 KV5613
 KV5613                          STATION RECOVERY (2003)
 KV5613
 KV5613'RECOVERY NOTE BY US POWER SQUADRON 2003 (NCS)
 KV5613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5591 ***********************************************************************
 KV5591  DESIGNATION -  BRISTOL ST MARKS CATH CH SPIRE
 KV5591  PID         -  KV5591
 KV5591  STATE/COUNTY-  PA/BUCKS
 KV5591  USGS QUAD   -  BRISTOL (1981)
 KV5591
 KV5591                         *CURRENT SURVEY CONTROL
 KV5591  ___________________________________________________________________
 KV5591* NAD 83(1992)-  40 06 00.76533(N)    074 50 45.54051(W)     ADJUSTED  
 KV5591* NAVD 88     -                                                        
 KV5591  ___________________________________________________________________
 KV5591  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 KV5591  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV5591
 KV5591  HORZ ORDER  -  THIRD
 KV5591
 KV5591.The horizontal coordinates were established by classical geodetic methods
 KV5591.and adjusted by the National Geodetic Survey in June 2002..
 KV5591
 KV5591
 KV5591.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5591
 KV5591.The geoid height was determined by GEOID03.
 KV5591
 KV5591;                    North         East     Units Scale Factor Converg.
 KV5591;SPC PA S     -    89,221.031   847,572.230   MT  0.99997810   +1 53 02.8
 KV5591;SPC PA S     -   292,719.33  2,780,743.22   sFT  0.99997810   +1 53 02.8
 KV5591;SPC NJ       -   140,697.829   120,501.291   MT  0.99991071   -0 13 22.3
 KV5591;SPC NJ       -   461,606.13    395,344.65   sFT  0.99991071   -0 13 22.3
 KV5591;UTM  18      - 4,438,891.298   513,127.568   MT  0.99960212   +0 05 57.1
 KV5591
 KV5591                          SUPERSEDED SURVEY CONTROL
 KV5591
 KV5591  NAD 83(1996)-  40 06 00.76536(N)    074 50 45.54049(W) AD(       ) 4
 KV5591  NAD 83(1986)-  40 06 00.76543(N)    074 50 45.54102(W) AD(       ) 4
 KV5591  NAD 27      -  40 06 00.36600(N)    074 50 46.94600(W) AD(       ) 3
 KV5591
 KV5591.Superseded values are not recommended for survey control.
 KV5591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5591.See file dsdata.txt to determine how the superseded data were derived.
 KV5591
 KV5591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1312838891(NAD 83)
 KV5591_MARKER: 90 = CHURCH SPIRE
 KV5591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5591+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2003
 KV5591
 KV5591  HISTORY     - Date     Condition        Report By
 KV5591  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV5591  HISTORY     - 1941     GOOD             CGS
 KV5591  HISTORY     - 20030124 GOOD             USPSQD
 KV5591
 KV5591                          STATION DESCRIPTION
 KV5591
 KV5591'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5591'STATION IS IN BRISTOL, JEFFERSON AND RADCLIFFE STREETS.  THE SPIRE OF
 KV5591'THE CHURCH.
 KV5591'
 KV5591'INTERSECTION STATION.
 KV5591
 KV5591                          STATION RECOVERY (1941)
 KV5591
 KV5591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (RJS)
 KV5591'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5591'ADEQUATE EXCEPT FOR THE FOLLOWING CHANGES-
 KV5591'
 KV5591'1. CHANGE JEFFERSON TO LINCOLN AVE.
 KV5591'2. CHANGE STREETS
 KV5591'TO STREET.
 KV5591
 KV5591                          STATION RECOVERY (2003)
 KV5591
 KV5591'RECOVERY NOTE BY US POWER SQUADRON 2003 (NCS)
 KV5591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5642 ***********************************************************************
 KV5642  DESIGNATION -  BRISTOL SUPERIOR ZINC N STACK
 KV5642  PID         -  KV5642
 KV5642  STATE/COUNTY-  PA/BUCKS
 KV5642  USGS QUAD   -  BRISTOL (1981)
 KV5642
 KV5642                         *CURRENT SURVEY CONTROL
 KV5642  ___________________________________________________________________
 KV5642* NAD 83(1992)-  40 06 10.22601(N)    074 50 25.61057(W)     ADJUSTED  
 KV5642* NAVD 88     -                                                        
 KV5642  ___________________________________________________________________
 KV5642  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 KV5642  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV5642
 KV5642  HORZ ORDER  -  THIRD
 KV5642
 KV5642.The horizontal coordinates were established by classical geodetic methods
 KV5642.and adjusted by the National Geodetic Survey in June 2002..
 KV5642
 KV5642
 KV5642.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5642
 KV5642.The geoid height was determined by GEOID03.
 KV5642
 KV5642;                    North         East     Units Scale Factor Converg.
 KV5642;SPC PA S     -    89,528.201   848,034.409   MT  0.99997782   +1 53 15.7
 KV5642;SPC PA S     -   293,727.11  2,782,259.56   sFT  0.99997782   +1 53 15.7
 KV5642;SPC NJ       -   140,987.780   120,974.419   MT  0.99991037   -0 13 09.5
 KV5642;SPC NJ       -   462,557.41    396,896.91   sFT  0.99991037   -0 13 09.5
 KV5642;UTM  18      - 4,439,183.813   513,598.913   MT  0.99960228   +0 06 10.0
 KV5642
 KV5642                          SUPERSEDED SURVEY CONTROL
 KV5642
 KV5642  NAD 83(1996)-  40 06 10.22598(N)    074 50 25.61066(W) AD(       ) 4
 KV5642  NAD 83(1986)-  40 06 10.22513(N)    074 50 25.61120(W) AD(       ) 4
 KV5642  NAD 27      -  40 06 09.83300(N)    074 50 27.01800(W) AD(       ) 3
 KV5642
 KV5642.Superseded values are not recommended for survey control.
 KV5642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5642.See file dsdata.txt to determine how the superseded data were derived.
 KV5642
 KV5642_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1359939184(NAD 83)
 KV5642_MARKER: 63 = STACK
 KV5642
 KV5642  HISTORY     - Date     Condition        Report By
 KV5642  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5642  HISTORY     - 1947     GOOD             CGS
 KV5642  HISTORY     - 1976     GOOD             NGS
 KV5642  HISTORY     - 20050801 MARK NOT FOUND   GEOCAC
 KV5642
 KV5642                          STATION DESCRIPTION
 KV5642
 KV5642'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5642'THIS STATION IS THE CENTER OF THE NORTHWESTERLY OF TWO STACKS AT THE
 KV5642'PLANT OF THE SUPERIOR ZINC CORPORATION ON SE SIDE OF RADCLIFFE
 KV5642'STREET AT THE FOOT OF MONROE STREET IN THE EAST END OF BRISTOL.  THIS
 KV5642'STACK IS A RED BRICK STACK WITH SLIGHT CORBEL AT THE TOP.  IT
 KV5642'IS ABOUT 125 FEET HIGH.  THERE IS A YELLOW BRICK STACK WITH BLACK
 KV5642'INLAY WORK AT TOP ABOUT 100 FEET E.
 KV5642
 KV5642                          STATION RECOVERY (1947)
 KV5642
 KV5642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5642'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 KV5642'ADEQUATE EXCEPT FOR THE FOLLOWING CHANGES-
 KV5642'
 KV5642'1. CHANGE TWO STACKS TO TWO TALL RED BRICK STACKS WITH SLIGHT
 KV5642'CORBELS.  2. DELETE
 KV5642'THIS STACK---CORBEL AT THE TOP.
 KV5642'3. ADD YELLOW BRICK STACK IS
 KV5642'NOT AS TALL AS THE TWO RED BRICK STACKS.
 KV5642'4. CHANGE ABOUT 125 FEET HIGH TO ABOUT 175 FEET
 KV5642'HIGH.
 KV5642
 KV5642                          STATION RECOVERY (1976)
 KV5642
 KV5642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5642'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION IS THE
 KV5642'CENTER OF THE NORTHWESTERLY OF TWIN RED BRICK STACKS AT THE SUPERIOR
 KV5642'ZINC CORPORATION PLANT AT THE FOOT OF MONROE STREET IN BRISTOL, PA.
 KV5642'THE STACKS ARE APPROXIMATELY 175 FEET TALL.  A YELLOW BRICK STACK
 KV5642'DESCRIBED BY G.L.A. IN 1933 STILL STANDS ABOUT 100 FEET EAST OF
 KV5642'THE NORTH STACK.
 KV5642
 KV5642                          STATION RECOVERY (2005)
 KV5642
 KV5642'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 KV5642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5605 ***********************************************************************
 KV5605  DESIGNATION -  BRISTOL T L LEEDOM CO TANK
 KV5605  PID         -  KV5605
 KV5605  STATE/COUNTY-  PA/BUCKS
 KV5605  USGS QUAD   -  BRISTOL (1981)
 KV5605
 KV5605                         *CURRENT SURVEY CONTROL
 KV5605  ___________________________________________________________________
 KV5605* NAD 83(1992)-  40 06 03.30189(N)    074 51 19.05017(W)     ADJUSTED  
 KV5605* NAVD 88     -                                                        
 KV5605  ___________________________________________________________________
 KV5605  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 KV5605  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KV5605
 KV5605  HORZ ORDER  -  THIRD
 KV5605
 KV5605.The horizontal coordinates were established by classical geodetic methods
 KV5605.and adjusted by the National Geodetic Survey in June 2002..
 KV5605
 KV5605
 KV5605.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5605
 KV5605.The geoid height was determined by GEOID03.
 KV5605
 KV5605;                    North         East     Units Scale Factor Converg.
 KV5605;SPC PA S     -    89,273.170   846,776.408   MT  0.99997803   +1 52 41.0
 KV5605;SPC PA S     -   292,890.39  2,778,132.27   sFT  0.99997803   +1 52 41.0
 KV5605;SPC NJ       -   140,779.187   119,707.977   MT  0.99991129   -0 13 43.9
 KV5605;SPC NJ       -   461,873.05    392,741.92   sFT  0.99991129   -0 13 43.9
 KV5605;UTM  18      - 4,438,968.171   512,334.055   MT  0.99960187   +0 05 35.6
 KV5605
 KV5605                          SUPERSEDED SURVEY CONTROL
 KV5605
 KV5605  NAD 83(1996)-  40 06 03.30187(N)    074 51 19.05024(W) AD(       ) 4
 KV5605  NAD 83(1986)-  40 06 03.30126(N)    074 51 19.05080(W) AD(       ) 4
 KV5605  NAD 27      -  40 06 02.90000(N)    074 51 20.45900(W) AD(       ) 3
 KV5605
 KV5605.Superseded values are not recommended for survey control.
 KV5605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5605.See file dsdata.txt to determine how the superseded data were derived.
 KV5605
 KV5605_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1233438968(NAD 83)
 KV5605_MARKER: 51 = TANK
 KV5605
 KV5605  HISTORY     - Date     Condition        Report By
 KV5605  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5605  HISTORY     - 1947     GOOD             CGS
 KV5605  HISTORY     - 20050801 MARK NOT FOUND   GEOCAC
 KV5605
 KV5605                          STATION DESCRIPTION
 KV5605
 KV5605'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5605'THIS STATION IS THE CENTER OF THE BALL ON TOP OF THE WATER TANK AT
 KV5605'THE THOMAS L. LEEDOM COMPANY AT THE SE CORNER OF CANAL AND
 KV5605'WALNUT STREETS, IN BRISTOL.  THE TANK IS ABOUT 50 FEET S OF CANAL
 KV5605'STREET AND ABOUT 200 FEET E OF WALNUT STREET, AND ABOUT 200
 KV5605'FEET SE OF THE WALNUT STREET BRIDGE OVER THE DELAWARE AND LEHIGH
 KV5605'CANAL.  THE TANK IS A TALL TANK WITH CONICAL TOP WITH OVER-HANGING
 KV5605'EAVES AND A ROUND BOTTOM.  IT IS MOUNTED ON A SQUARE STEEL TOWER
 KV5605'ABOUT 125 FEET HIGH. IT IS PAINTED SILVER AND IS LETTERED LEEDOM IN
 KV5605'RED LETTERS AND CARPETS, RUGS IN BLACK LETTERS.
 KV5605
 KV5605                          STATION RECOVERY (1947)
 KV5605
 KV5605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5605'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 KV5605'ADEQUATE EXCEPT FOR THE FOLLOWING CHANGES-
 KV5605'
 KV5605'1. CHANGE WALNUT STREET (S) TO BEAVER DAM ROAD.
 KV5605'2. CHANGE SILVER
 KV5605'TO BATTLESHIP GRAY.
 KV5605'3. DELETE IN RED LETTERS AND. (ALL
 KV5605'LETTERS ARE IN BLACK.)
 KV5605'4. CHANGE ABOUT 125 FEET HIGH TO ABOUT 145 FEET HIGH.
 KV5605
 KV5605                          STATION RECOVERY (2005)
 KV5605
 KV5605'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 KV5605'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5596 ***********************************************************************
 KV5596  DESIGNATION -  BRISTOL WARNER J STEEL CO TANK
 KV5596  PID         -  KV5596
 KV5596  STATE/COUNTY-  PA/BUCKS
 KV5596  USGS QUAD   -  BRISTOL (1981)
 KV5596
 KV5596                         *CURRENT SURVEY CONTROL
 KV5596  ___________________________________________________________________
 KV5596* NAD 83(1992)-  40 06 11.25763(N)    074 51 06.24261(W)     ADJUSTED  
 KV5596* NAVD 88     -                                                        
 KV5596  ___________________________________________________________________
 KV5596  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 KV5596  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KV5596
 KV5596  HORZ ORDER  -  THIRD
 KV5596
 KV5596.The horizontal coordinates were established by classical geodetic methods
 KV5596.and adjusted by the National Geodetic Survey in June 2002..
 KV5596
 KV5596
 KV5596.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5596
 KV5596.The geoid height was determined by GEOID03.
 KV5596
 KV5596;                    North         East     Units Scale Factor Converg.
 KV5596;SPC PA S     -    89,528.363   847,071.541   MT  0.99997779   +1 52 49.4
 KV5596;SPC PA S     -   293,727.64  2,779,100.55   sFT  0.99997779   +1 52 49.4
 KV5596;SPC NJ       -   141,023.340   120,012.272   MT  0.99991107   -0 13 35.7
 KV5596;SPC NJ       -   462,674.07    393,740.26   sFT  0.99991107   -0 13 35.7
 KV5596;UTM  18      - 4,439,213.955   512,636.879   MT  0.99960197   +0 05 43.8
 KV5596
 KV5596                          SUPERSEDED SURVEY CONTROL
 KV5596
 KV5596  NAD 83(1996)-  40 06 11.25773(N)    074 51 06.24262(W) AD(       ) 4
 KV5596  NAD 83(1986)-  40 06 11.25752(N)    074 51 06.24345(W) AD(       ) 4
 KV5596  NAD 27      -  40 06 10.85500(N)    074 51 07.64600(W) AD(       ) 3
 KV5596
 KV5596.Superseded values are not recommended for survey control.
 KV5596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5596.See file dsdata.txt to determine how the superseded data were derived.
 KV5596
 KV5596_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1263739214(NAD 83)
 KV5596_MARKER: 53 = ELEVATED TANK
 KV5596
 KV5596  HISTORY     - Date     Condition        Report By
 KV5596  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV5596  HISTORY     - 1947     GOOD             CGS
 KV5596  HISTORY     - 1976     GOOD             NGS
 KV5596  HISTORY     - 20050801 MARK NOT FOUND   GEOCAC
 KV5596
 KV5596                          STATION DESCRIPTION
 KV5596
 KV5596'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5596'STATION IS IN BRISTOL, CANAL AND LAFAYETTE STREETS.  THE FINIAL OF
 KV5596'THE BLACK ELEVATED STEEL TANK.
 KV5596'
 KV5596'INTERSECTION STATION.
 KV5596
 KV5596                          STATION RECOVERY (1947)
 KV5596
 KV5596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5596'STATION RECOVERED IN GOOD CONDITION.  THE 1940 DESCRIPTION IS
 KV5596'ADEQUATE EXCEPT FOR THE FOLLOWING CHANGE-
 KV5596'
 KV5596'ADD STEEL IS LETTERED VERTICALLY IN WHITE LETTERS AROUND SIDE OF
 KV5596'TANK.
 KV5596
 KV5596                          STATION RECOVERY (1976)
 KV5596
 KV5596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5596'THE STATION WAS RECOVERED IN FAIR CONDITION.  THE TANK IS NOW THE
 KV5596'FIDELITY FIBER TANK.  IT IS PAINTED BLACK AS IN 1935.
 KV5596
 KV5596                          STATION RECOVERY (2005)
 KV5596
 KV5596'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 KV5596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5617 ***********************************************************************
 KV5617  DESIGNATION -  BRISTOL WATER WORKS SW TANK
 KV5617  PID         -  KV5617
 KV5617  STATE/COUNTY-  PA/BUCKS
 KV5617  USGS QUAD   -  BRISTOL (1981)
 KV5617
 KV5617                         *CURRENT SURVEY CONTROL
 KV5617  ___________________________________________________________________
 KV5617* NAD 83(1992)-  40 06 08.16162(N)    074 52 00.15897(W)     ADJUSTED  
 KV5617* NAVD 88     -                                                        
 KV5617  ___________________________________________________________________
 KV5617  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 KV5617  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KV5617
 KV5617  HORZ ORDER  -  THIRD
 KV5617
 KV5617.The horizontal coordinates were established by classical geodetic methods
 KV5617.and adjusted by the National Geodetic Survey in June 2002..
 KV5617
 KV5617
 KV5617.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5617
 KV5617.The geoid height was determined by GEOID03.
 KV5617
 KV5617;                    North         East     Units Scale Factor Converg.
 KV5617;SPC PA S     -    89,391.132   845,798.373   MT  0.99997788   +1 52 14.4
 KV5617;SPC PA S     -   293,277.41  2,774,923.50   sFT  0.99997788   +1 52 14.4
 KV5617;SPC NJ       -   140,933.015   118,735.004   MT  0.99991203   -0 14 10.4
 KV5617;SPC NJ       -   462,377.73    389,549.76   sFT  0.99991203   -0 14 10.4
 KV5617;UTM  18      - 4,439,116.481   511,360.534   MT  0.99960159   +0 05 09.1
 KV5617
 KV5617                          SUPERSEDED SURVEY CONTROL
 KV5617
 KV5617  NAD 83(1996)-  40 06 08.16121(N)    074 52 00.15960(W) AD(       ) 4
 KV5617  NAD 83(1986)-  40 06 08.15993(N)    074 52 00.16054(W) AD(       ) 4
 KV5617  NAD 27      -  40 06 07.76100(N)    074 52 01.57000(W) AD(       ) 3
 KV5617
 KV5617.Superseded values are not recommended for survey control.
 KV5617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5617.See file dsdata.txt to determine how the superseded data were derived.
 KV5617
 KV5617_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1136139116(NAD 83)
 KV5617_MARKER: 53 = ELEVATED TANK
 KV5617
 KV5617  HISTORY     - Date     Condition        Report By
 KV5617  HISTORY     - 1958     FIRST OBSERVED   CGS
 KV5617
 KV5617                          STATION DESCRIPTION
 KV5617
 KV5617'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 KV5617'STATION IS LOCATED ON CITY PROPERTY, ABOUT 1/4 MILE NORTHWEST OF
 KV5617'BRISTOL, 0.1 MILE NORTH OF U.S. HIGHWAY 13.
 KV5617'
 KV5617'IT IS A DOUBLE ELIPSOIDAL TANK, SILVER IN COLOR WITH A SMALL BALL ON
 KV5617'TOP AND IS 130 FEET IN HEIGHT, SUPPORTED BY 8 STEEL TUBULAR
 KV5617'INCLINED COLUMNS.  POINT OBSERVED WAS THE BALL ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5643 ***********************************************************************
 KV5643  DESIGNATION -  BRISTOL WATER WORKS SE TANK
 KV5643  PID         -  KV5643
 KV5643  STATE/COUNTY-  PA/BUCKS
 KV5643  USGS QUAD   -  BRISTOL (1981)
 KV5643
 KV5643                         *CURRENT SURVEY CONTROL
 KV5643  ___________________________________________________________________
 KV5643* NAD 83(1992)-  40 06 47.73397(N)    074 50 25.41862(W)     ADJUSTED  
 KV5643* NAVD 88     -                                                        
 KV5643  ___________________________________________________________________
 KV5643  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 KV5643  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KV5643
 KV5643  HORZ ORDER  -  THIRD
 KV5643
 KV5643.The horizontal coordinates were established by classical geodetic methods
 KV5643.and adjusted by the National Geodetic Survey in June 2002..
 KV5643
 KV5643
 KV5643.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5643
 KV5643.The geoid height was determined by GEOID03.
 KV5643
 KV5643;                    North         East     Units Scale Factor Converg.
 KV5643;SPC PA S     -    90,684.575   848,000.845   MT  0.99997674   +1 53 15.8
 KV5643;SPC PA S     -   297,520.98  2,782,149.44   sFT  0.99997674   +1 53 15.8
 KV5643;SPC NJ       -   142,144.529   120,983.392   MT  0.99991036   -0 13 09.5
 KV5643;SPC NJ       -   466,352.51    396,926.35   sFT  0.99991036   -0 13 09.5
 KV5643;UTM  18      - 4,440,340.237   513,601.382   MT  0.99960228   +0 06 10.2
 KV5643
 KV5643                          SUPERSEDED SURVEY CONTROL
 KV5643
 KV5643  NAD 83(1996)-  40 06 47.73385(N)    074 50 25.41884(W) AD(       ) 4
 KV5643  NAD 83(1986)-  40 06 47.73288(N)    074 50 25.41917(W) AD(       ) 4
 KV5643  NAD 27      -  40 06 47.33500(N)    074 50 26.82800(W) AD(       ) 3
 KV5643
 KV5643.Superseded values are not recommended for survey control.
 KV5643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5643.See file dsdata.txt to determine how the superseded data were derived.
 KV5643
 KV5643_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1360140340(NAD 83)
 KV5643_MARKER: 53 = ELEVATED TANK
 KV5643
 KV5643  HISTORY     - Date     Condition        Report By
 KV5643  HISTORY     - 1958     FIRST OBSERVED   CGS
 KV5643  HISTORY     - 1976     GOOD             NGS
 KV5643
 KV5643                          STATION DESCRIPTION
 KV5643
 KV5643'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 KV5643'STATION IS LOCATED ON CITY PROPERTY, ABOUT 200 FEET SOUTHWEST OF
 KV5643'WILSON AND GREEN AVENUES INTERSECTION, 1 MILE NORTH- NORTHEAST OF
 KV5643'THE CENTER OF TOWN, 0.35 MILE SOUTHEAST OF U.S. HIGHWAY 13.
 KV5643'
 KV5643'IT IS A DOUBLE ELIPSOIDAL TANK, SILVER IN COLOR WITH A SMALL BALL ON
 KV5643'TOP AND IS 130 FEET IN HEIGHT, SUPPORTED BY 8 WIDE FLANGED
 KV5643'STRUCTURAL VERTICLE COLUMNS.  POINT OBSERVED WAS THE BALL ON TOP.
 KV5643
 KV5643                          STATION RECOVERY (1976)
 KV5643
 KV5643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5643'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JX1884 ***********************************************************************
 JX1884  DESIGNATION -  BRISTORIA RAD STA KGB 823 MAST
 JX1884  PID         -  JX1884
 JX1884  STATE/COUNTY-  PA/GREENE
 JX1884  USGS QUAD   -  WIND RIDGE (1997)
 JX1884
 JX1884                         *CURRENT SURVEY CONTROL
 JX1884  ___________________________________________________________________
 JX1884* NAD 83(1992)-  39 54 43.90848(N)    080 23 13.81633(W)     ADJUSTED  
 JX1884* NAVD 88     -                                                        
 JX1884  ___________________________________________________________________
 JX1884  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 JX1884  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JX1884
 JX1884  HORZ ORDER  -  THIRD
 JX1884
 JX1884.The horizontal coordinates were established by classical geodetic methods
 JX1884.and adjusted by the National Geodetic Survey in June 2002..
 JX1884
 JX1884
 JX1884.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1884
 JX1884.The geoid height was determined by GEOID03.
 JX1884
 JX1884;                    North         East     Units Scale Factor Converg.
 JX1884;SPC PA S     -    67,640.547   374,546.359   MT  1.00000337   -1 42 39.5
 JX1884;SPC PA S     -   221,917.36  1,228,824.18   sFT  1.00000337   -1 42 39.5
 JX1884;UTM  17      - 4,418,191.725   552,378.000   MT  0.99963377   +0 23 35.5
 JX1884
 JX1884                          SUPERSEDED SURVEY CONTROL
 JX1884
 JX1884  NAD 83(1995)-  39 54 43.90846(N)    080 23 13.81640(W) AD(       ) 4
 JX1884  NAD 83(1986)-  39 54 43.91474(N)    080 23 13.82376(W) AD(       ) 4
 JX1884  NAD 27      -  39 54 43.64200(N)    080 23 14.58200(W) AD(       ) 3
 JX1884
 JX1884.Superseded values are not recommended for survey control.
 JX1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1884.See file dsdata.txt to determine how the superseded data were derived.
 JX1884
 JX1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE5237818192(NAD 83)
 JX1884_MARKER: 42 = RADIO/TV MAST
 JX1884
 JX1884  HISTORY     - Date     Condition        Report By
 JX1884  HISTORY     - 1963     FIRST OBSERVED   CGS
 JX1884
 JX1884                          STATION DESCRIPTION
 JX1884
 JX1884'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 JX1884'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS A 3 LEGGED
 JX1884'STEEL, GUYED STRUCTURE PAINTED IN ALTERNATE
 JX1884'SECTIONS OF INTERNATIONAL RED AND WHITE.  IT HAS TWO MICRO ANTENNAS
 JX1884'AND A RED LIGHT AT THE TOP.  THE OVERALL HEIGHT OF THE
 JX1884'STRUCTURE IS 280 FEET.
 JX1884'
 JX1884'LOCATED ABOUT 2 MILES SOUTH OF GRAYSVILLE, 2 MILES WEST OF WIND RIDGE
 JX1884'AND 2 MILES NORTH OF BRISTORIA.  IT IS OWNED AND OPERATED
 JX1884'BY THE TEXAS EASTERN TRANSMISSION CORP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JX1883 ***********************************************************************
 JX1883  DESIGNATION -  BRISTORIA RESET
 JX1883  PID         -  JX1883
 JX1883  STATE/COUNTY-  PA/GREENE
 JX1883  USGS QUAD   -  WIND RIDGE (1997)
 JX1883
 JX1883                         *CURRENT SURVEY CONTROL
 JX1883  ___________________________________________________________________
 JX1883* NAD 83(1992)-  39 53 32.59517(N)    080 23 36.21720(W)     ADJUSTED  
 JX1883* NAVD 88     -       479.     (meters)    1572.     (feet)  SCALED    
 JX1883  ___________________________________________________________________
 JX1883  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 JX1883  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JX1883
 JX1883  HORZ ORDER  -  THIRD
 JX1883
 JX1883.The horizontal coordinates were established by classical geodetic methods
 JX1883.and adjusted by the National Geodetic Survey in June 2002..
 JX1883
 JX1883.The orthometric height was scaled from a topographic map.
 JX1883
 JX1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1883
 JX1883.The geoid height was determined by GEOID03.
 JX1883
 JX1883;                    North         East     Units Scale Factor Converg.
 JX1883;SPC PA S     -    65,457.949   373,948.728   MT  1.00000666   -1 42 54.1
 JX1883;SPC PA S     -   214,756.62  1,226,863.45   sFT  1.00000666   -1 42 54.1
 JX1883;UTM  17      - 4,415,989.475   551,861.099   MT  0.99963311   +0 23 20.6
 JX1883
 JX1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1883!SPC PA S     -   0.99993011  x   1.00000666  =   0.99993677
 JX1883!UTM  17      -   0.99993011  x   0.99963311  =   0.99956324
 JX1883
 JX1883:                Primary Azimuth Mark                     Grid Az
 JX1883:SPC PA S     -  BRISTORIA RAD STA KGB 823 MAST           015 18 47.6
 JX1883:UTM  17      -  BRISTORIA RAD STA KGB 823 MAST           013 12 32.9
 JX1883
 JX1883|---------------------------------------------------------------------|
 JX1883| PID    Reference Object                     Distance      Geod. Az  |
 JX1883|                                                           dddmmss.s |
 JX1883| JX1884 BRISTORIA RAD STA KGB 823 MAST      APPROX. 2.3 KM 0133553.5 |
 JX1883| CX3310 BRISTORIA RM 2                      107.183 METERS 13506     |
 JX1883| CX3309 BRISTORIA RM 1                       80.004 METERS 13507     |
 JX1883| CX3308 BRISTORIA AZ MK                                    1730506.2 |
 JX1883|---------------------------------------------------------------------|
 JX1883
 JX1883                          SUPERSEDED SURVEY CONTROL
 JX1883
 JX1883  NAD 83(1995)-  39 53 32.59518(N)    080 23 36.21725(W) AD(       ) 3
 JX1883  NAD 83(1986)-  39 53 32.60129(N)    080 23 36.22431(W) AD(       ) 3
 JX1883  NAD 27      -  39 53 32.32800(N)    080 23 36.97690(W) AD(       ) 3
 JX1883
 JX1883.Superseded values are not recommended for survey control.
 JX1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1883.See file dsdata.txt to determine how the superseded data were derived.
 JX1883
 JX1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE5186115989(NAD 83)
 JX1883_MARKER: DS = TRIANGULATION STATION DISK
 JX1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1883_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1883
 JX1883  HISTORY     - Date     Condition        Report By
 JX1883  HISTORY     - 1963     MONUMENTED       USGS
 JX1883
 JX1883                          STATION DESCRIPTION
 JX1883
 JX1883'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (VBM)
 JX1883'THE STATION IS ABOUT 11 MILES WEST OF WAYNESBURG, 2-1/2 MILES SOUTH
 JX1883'OF GRAYSVILLE AND 1-1/2 MILES NORTH NORTHEAST OF BRISTORIA.  IT
 JX1883'IS LOCATED IN PASTURE LAND ON THE TOP OF A ROUND KNOLL.  IT IS 205
 JX1883'FEET NORTH OF A FENCE.  THE OWNER OF THE PROPERTY IS MR.
 JX1883'HAROLD ISIMINGER.  THE MONUMENT IS AN 8 INCH SQUARE CONCRETE POST.
 JX1883'THE DISK IS SET IN THE TOP OF THE CONCRETE POST.  THE
 JX1883'MONUMENT WAS LOWERED AT THIS TIME .265 METERS AT THE REQUEST OF THE
 JX1883'LAND OWNER.  IT IS FLUSH AND THE DISK IS STAMPED USGS 1963.
 JX1883'
 JX1883'TO REACH THE STATION FROM THE VOLUNTEER FIRE DEPARTMENT IN
 JX1883'GRAYSVILLE, GO EASTERLY ON STATE HIGHWAY 21 FOR 3.85 MILES
 JX1883'TO A PAVED ROAD RIGHT JUST BEFORE REACHING E.J. SANDERS STORE.  TURN
 JX1883'RIGHT AND GO SOUTHWEST ON PAVED ROAD FOR 0.35 MILE TO A
 JX1883'PAVED ROAD LEFT.  TURN LEFT ON PAVED ROAD AND GO 0.6 MILE TO A
 JX1883'GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO 2.25
 JX1883'MILES ON GRAVELED ROAD TO A SIDE ROAD RIGHT.  CONTINUE AHEAD FOR 0.2
 JX1883'MILE TO A TRACK ROAD RIGHT JUST AFTER PASSING A HOUSE ON THE
 JX1883'RIGHT.  TURN RIGHT AND GO NORTHWESTERLY 0.4 MILE TO A SHARP
 JX1883'CURVE TO THE RIGHT AND A BOARD GATE ON THE RIGHT.  TURN RIGHT AND GO
 JX1883'EAST ON FIELD ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 JX1883'RIGHT.  CONTINUE EAST FOR 0.1 MILE TO A BOARD GATE.  PASS THROUGH THE
 JX1883'GATE AND GO ALONG WEST SIDE OF A NORTH-SOUTH FENCE
 JX1883'FOR 0.15 MILE TO THE STATION ON TOP OF A ROUND KNOLL.
 JX1883'
 JX1883'REFERENCE MARK 1 IS 48 FEET WEST OF A FENCE CORNER, 5 FEET WEST OF A
 JX1883'WITNESS POST AND 1 FOOT NORTH OF A WIRE FENCE.  THE
 JX1883'MONUMENT IS FLUSH AND THE DISK IS STAMPED BRISTORIA NO 1 1963 USGS.
 JX1883'
 JX1883'REFERENCE MARK 2 IS 1 FOOT SOUTHWEST OF A WIRE FENCE AND 64 FEET
 JX1883'SOUTHEAST OF A FENCE CORNER.  THE MONUMENT IS FLUSH AND THE
 JX1883'DISK IS STAMPED BRISTORIA NO 2 1963 USGS.
 JX1883'
 JX1883'THE AZIMUTH MARK IS 23 FEET SOUTHEAST OF A WITNESS POST, 92 FEET
 JX1883'NORTH OF A WILD CHERRY TREE AND 50 FEET EAST OF A 6 INCH POPLAR
 JX1883'TREE.  THE DISK IS CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK.
 JX1883'THE DISK IS STAMPED BRISTORIA 1963 USGS.
 JX1883'
 JX1883'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3868 ***********************************************************************
 KV3868  DESIGNATION -  BROAD
 KV3868  PID         -  KV3868
 KV3868  STATE/COUNTY-  PA/CARBON
 KV3868  USGS QUAD   -  WEATHERLY (1976)
 KV3868
 KV3868                         *CURRENT SURVEY CONTROL
 KV3868  ___________________________________________________________________
 KV3868* NAD 83(1992)-  40 53 44.20625(N)    075 49 43.88287(W)     ADJUSTED  
 KV3868* NAVD 88     -       549.     (meters)    1801.     (feet)  SCALED    
 KV3868  ___________________________________________________________________
 KV3868  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 KV3868  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 KV3868
 KV3868  HORZ ORDER  -  FIRST
 KV3868
 KV3868.The horizontal coordinates were established by classical geodetic methods
 KV3868.and adjusted by the National Geodetic Survey in June 2002..
 KV3868
 KV3868.The orthometric height was scaled from a topographic map.
 KV3868
 KV3868.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3868
 KV3868.The geoid height was determined by GEOID03.
 KV3868
 KV3868;                    North         East     Units Scale Factor Converg.
 KV3868;SPC PA N     -    82,747.792   761,876.926   MT  0.99999804   +1 16 15.3
 KV3868;SPC PA N     -   271,481.71  2,499,591.21   sFT  0.99999804   +1 16 15.3
 KV3868;SPC PA S     -   175,232.672   761,876.067   MT  0.99998960   +1 14 47.1
 KV3868;SPC PA S     -   574,909.19  2,499,588.40   sFT  0.99998960   +1 14 47.1
 KV3868;UTM  18      - 4,527,499.834   430,181.697   MT  0.99966000   -0 32 33.6
 KV3868
 KV3868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3868!SPC PA N     -   0.99991912  x   0.99999804  =   0.99991716
 KV3868!SPC PA S     -   0.99991912  x   0.99998960  =   0.99990872
 KV3868!UTM  18      -   0.99991912  x   0.99966000  =   0.99957914
 KV3868
 KV3868|---------------------------------------------------------------------|
 KV3868| PID    Reference Object                     Distance      Geod. Az  |
 KV3868|                                                           dddmmss.s |
 KV3868| KV3864 BROAD MOUNTAIN FIRE TOWER 1929       46.100 METERS 04353     |
 KV3868| CB3646 BROAD RM 1                           56.845 METERS 04701     |
 KV3868| KV3858 BAKE OVEN RESET                     APPROX.18.2 KM 1534814.9 |
 KV3868| CB3647 BROAD RM 2                           22.113 METERS 15538     |
 KV3868| KV3866 BROAD RM 3                           17.832 METERS 19507     |
 KV3868| KV3865 KNOB RESET                           11.444 METERS 25755     |
 KV3868|---------------------------------------------------------------------|
 KV3868
 KV3868                          SUPERSEDED SURVEY CONTROL
 KV3868
 KV3868  NAD 83(1986)-  40 53 44.20590(N)    075 49 43.88531(W) AD(       ) 1
 KV3868  NAD 27      -  40 53 43.87370(N)    075 49 45.18604(W) AD(       ) 1
 KV3868
 KV3868.Superseded values are not recommended for survey control.
 KV3868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3868.See file dsdata.txt to determine how the superseded data were derived.
 KV3868
 KV3868_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL3018227500(NAD 83)
 KV3868_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV3868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3868_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV3868
 KV3868  HISTORY     - Date     Condition        Report By
 KV3868  HISTORY     - 1929     MONUMENTED       CGS
 KV3868  HISTORY     - 1930     GOOD             CGS
 KV3868  HISTORY     - 1969     SEE DESCRIPTION  CGS
 KV3868
 KV3868                          STATION DESCRIPTION
 KV3868
 KV3868'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 KV3868'STATION IS LOCATED ABOUT 25 MILES (AIR LINE) AND 37 MILES BY ROAD S
 KV3868'OF WILKES BARRE, 2 MILES SE OF HUDSON LAKE AND 7 MILES NW OF
 KV3868'MAUCH CHUNK ON THE SUMMIT OF BROAD MOUNTAIN, AND 46 METERS SW OF THE
 KV3868'BROAD MOUNTAIN LOOKOUT TOWER.  A ROCK CAIRN MARKS THE STATION SITE.
 KV3868'IT IS FLUSH WITH THE SURFACE OF THE GROUND.
 KV3868'
 KV3868'UNDERGROUND MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE, AS
 KV3868'DESCRIBED.
 KV3868'
 KV3868'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK IN A BOULDER, AS
 KV3868'DESCRIBED.  IT IS NE OF THE STATION AT BASE OF
 KV3868'FIRST TELEPHONE POLE E OF LOOKOUT TOWER AND 10.8 METERS FROM THE
 KV3868'CENTER OF THE TOWER.
 KV3868'
 KV3868'REFERENCE MARK NO. 2 IS E OF S FROM STATION, ABOUT 2 FEET BELOW THE
 KV3868'GENERAL LEVEL OF A MASS OF LARGE BOULDERS.
 KV3868'
 KV3868'HEIGHT OF SIGNAL ABOVE STATION MARK - 12 METERS.
 KV3868
 KV3868                          STATION RECOVERY (1930)
 KV3868
 KV3868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (RLP)
 KV3868'STATION RECOVERED AS DESCRIBED.  MARK AND REFERENCE MARKS IN GOOD
 KV3868'CONDITION.
 KV3868
 KV3868                          STATION RECOVERY (1969)
 KV3868
 KV3868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 KV3868'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 KV3868'RECOVERED IN GOOD CONDITION.  A REFERENCE MARK NO.  3 WAS ESTABLISHED
 KV3868'AT THIS TIME TO MAKE A SUITABLE POINT FOR THE CONSTRUCTION OF A
 KV3868'TOWER.  THE STATION MARK IS PARTLY UNDER A FOREST FIRE LOOKOUT
 KV3868'TOWER.
 KV3868'
 KV3868'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF HAZELTON, 7 MILES
 KV3868'NORTHWEST OF LEHIGHTON, 5 MILES WEST OF JIM THORPE, 2-1/2
 KV3868'MILES NORTH OF NESQUEHONING AND AT THE BROAD MOUNTAIN LOOKOUT TOWER.
 KV3868'
 KV3868'TO REACH THE STATION FROM THE POST OFFICE IN NESQUEHONING GO EAST ON
 KV3868'U.S. HIGHWAY 209 FOR 1.5 MILES TO STATE HIGHWAY 93 ON THE LEFT, TURN
 KV3868'LEFT AND GO NORTH AND NORTHWEST ON STATE HIGHWAY 93 FOR 3.4 MILES TO
 KV3868'A SIDE ROAD ON THE LEFT AND A SIGN BROAD MTN FOREST FIRE TOWER.
 KV3868'TURN LEFT AND GO NORTHWEST AND WEST ON A GRAVELED ROAD FOR 0.8 MILE
 KV3868'TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON THE GRAVELED
 KV3868'ROAD FOR 0.2 MILE TO THE LOOKOUT TOWER AND THE STATION.
 KV3868'
 KV3868'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND
 KV3868'CONCRETE MONUMENT 8 INCHES UNDERGROUND AND IT IS STAMPED BROAD
 KV3868'1929.  IT IS 10.0 FEET NORTHEAST OF THE SOUTH LEG OF THE LOOKOUT
 KV3868'TOWER, 8.7 FEET SOUTHWEST OF THE EAST LEG OF THE LOOKOUT TOWER AND
 KV3868'6.7 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST END OF THE STEPS TO THE
 KV3868'LOOKOUT TOWER.
 KV3868'
 KV3868'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A
 KV3868'3 BY 6 FOOT BOULDER WHICH PROJECTS 2 FEET AND THE DISK IS STAMPED
 KV3868'BROAD NO 1 1929.  IT IS 29.5 FEET NORTHEAST OF THE SOUTHEAST LEG OF
 KV3868'THE OLD LOOKOUT TOWER, 18.5 FEET SOUTH-SOUTHEAST OF A TRIANGULAR
 KV3868'BLAZED TREE 16 INCHES IN DIAMETER, 7 FEET NORTHWEST OF THE
 KV3868'APPROXIMATE CENTER OF THE TRAIL AND ABOUT 8 FEET BELOW THE
 KV3868'STATION.
 KV3868'
 KV3868'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A
 KV3868'BOULDER THAT PROJECTS 12 INCHES AND IT IS STAMPED BROAD NO 2 1929.
 KV3868'IT IS 69.5 FEET SOUTH-SOUTHEAST OF THE SOUTH LEG OF THE LOOKOUT TOWER
 KV3868'AND 16.5 FEET NORTHWEST OF A TRIANGULAR BLAZED TREE 18 INCHES IN
 KV3868'DIAMETER.
 KV3868'
 KV3868'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 KV3868'CONCRETE MONUMENT PROJECTING 2 INCHES AND IT IS STAMPED BROAD
 KV3868'1929 NO 3 1969.  IT IS 49.5 FEET SOUTH-SOUTHWEST OF THE SOUTH LEG OF
 KV3868'THE LOOKOUT TOWER, 8.5 FEET WEST- SOUTHWEST OF A TRIANGULAR
 KV3868'BLAZED TREE 14 INCHES IN DIAMETER AND 5.7 FEET WEST-SOUTHWEST OF A
 KV3868'METAL WITNESS POST.
 KV3868'
 KV3868'TRIANGULATION STATION KNOB 1885 IS A STANDARD DISK SET IN THE TOP OF
 KV3868'A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND AND IT IS STAMPED
 KV3868'KNOB 1885 1969.  IT IS 30.5 FEET WEST OF THE SOUTH LEG OF THE LOOKOUT
 KV3868'TOWER, 19.8 FEET SOUTH OF A TRIANGULAR BLAZED TREE 16 INCHES IN
 KV3868'DIAMETER, 18.5 FEET SOUTHWEST OF THE WEST LEG OF THE LOOKOUT TOWER
 KV3868'AND 7 FEET EAST OF A TRIANGULAR BLAZED TREE 12 INCHES IN DIAMETER.
 KV3868'
 KV3868'THERE WAS NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 KV3868'
 KV3868'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2-1/2 MILES NORTH
 KV3868'OF NESQUEHONING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3160 ***********************************************************************
 KW3160  DESIGNATION -  BROAD
 KW3160  PID         -  KW3160
 KW3160  STATE/COUNTY-  PA/DAUPHIN
 KW3160  USGS QUAD   -  ELIZABETHVILLE (1977)
 KW3160
 KW3160                         *CURRENT SURVEY CONTROL
 KW3160  ___________________________________________________________________
 KW3160* NAD 83(1992)-  40 31 00.36459(N)    076 46 39.50672(W)     ADJUSTED  
 KW3160* NAVD 88     -       521.     (meters)    1709.     (feet)  SCALED    
 KW3160  ___________________________________________________________________
 KW3160  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 KW3160  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KW3160
 KW3160  HORZ ORDER  -  FIRST
 KW3160
 KW3160.The horizontal coordinates were established by classical geodetic methods
 KW3160.and adjusted by the National Geodetic Survey in June 2002..
 KW3160
 KW3160.The orthometric height was scaled from a topographic map.
 KW3160
 KW3160.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3160
 KW3160.The geoid height was determined by GEOID03.
 KW3160
 KW3160;                    North         East     Units Scale Factor Converg.
 KW3160;SPC PA S     -   131,856.648   682,399.245   MT  0.99996016   +0 37 51.1
 KW3160;SPC PA S     -   432,599.69  2,238,838.19   sFT  0.99996016   +0 37 51.1
 KW3160;SPC PA N     -    39,343.442   682,409.001   MT  1.00007935   +0 38 35.7
 KW3160;SPC PA N     -   129,079.28  2,238,870.20   sFT  1.00007935   +0 38 35.7
 KW3160;UTM  18      - 4,486,633.946   349,407.336   MT  0.99987915   -1 09 18.4
 KW3160
 KW3160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3160!SPC PA S     -   0.99992364  x   0.99996016  =   0.99988380
 KW3160!SPC PA N     -   0.99992364  x   1.00007935  =   1.00000298
 KW3160!UTM  18      -   0.99992364  x   0.99987915  =   0.99980280
 KW3160
 KW3160:                Primary Azimuth Mark                     Grid Az
 KW3160:SPC PA S     -  BROAD AZ MK                              072 43 20.5
 KW3160:SPC PA N     -  BROAD AZ MK                              072 42 35.9
 KW3160:UTM  18      -  BROAD AZ MK                              074 30 30.0
 KW3160
 KW3160|---------------------------------------------------------------------|
 KW3160| PID    Reference Object                     Distance      Geod. Az  |
 KW3160|                                                           dddmmss.s |
 KW3160| CB3648 BROAD AZ MK                                        0732111.6 |
 KW3160| CB3649 BROAD RM 1                           23.850 METERS 07755     |
 KW3160| KW2781 KOMONAC                             APPROX.22.1 KM 2770925.3 |
 KW3160| CB3650 BROAD RM 2                           23.500 METERS 35747     |
 KW3160|---------------------------------------------------------------------|
 KW3160
 KW3160                          SUPERSEDED SURVEY CONTROL
 KW3160
 KW3160  NAD 83(1986)-  40 31 00.36284(N)    076 46 39.50616(W) AD(       ) 1
 KW3160  NAD 27      -  40 31 00.05500(N)    076 46 40.61800(W) AD(       ) 1
 KW3160
 KW3160.Superseded values are not recommended for survey control.
 KW3160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3160.See file dsdata.txt to determine how the superseded data were derived.
 KW3160
 KW3160_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK4940786634(NAD 83)
 KW3160_MARKER: DS = TRIANGULATION STATION DISK
 KW3160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3160
 KW3160  HISTORY     - Date     Condition        Report By
 KW3160  HISTORY     - 1934     MONUMENTED       CGS
 KW3160  HISTORY     - 1939     GOOD             PADFW
 KW3160  HISTORY     - 1941     GOOD             CGS
 KW3160
 KW3160                          STATION DESCRIPTION
 KW3160
 KW3160'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 KW3160'THIS IS A FIRST-ORDER STATION LOCATED 3.5 MILES SE OF THE TOWN OF
 KW3160'ELIZABETHVILLE, PA., AND ON THE W END OF BROAD MOUNTAIN.  THE
 KW3160'MARK IS SET IN THE PA. STATE FOREST BOUNDARY LINE.  THE LINE IS WELL
 KW3160'MARKED WITH STRAIGHT BLAZES AND THE BLAZES ARE PAINTED
 KW3160'WHITE.  THE MARK IS LOCATED 5.10 METERS (16.7 FEET) SW OF A 4-INCH
 KW3160'SCRUB OAK 4.2 METERS (14 FEET) NW OF A 5-INCH SCRUB OAK.  THE
 KW3160'MARK PROJECTS 5 INCHES.
 KW3160'
 KW3160'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 KW3160'UNDERGROUND MARK IS IN BEDROCK.  AZIMUTH MARK IS A STANDARD BRONZE
 KW3160'DISK WEDGED IN A DRILL HOLE IN A BOULDER.
 KW3160'
 KW3160'REFERENCE MARK NO. 1 IS LOCATED 23.850 METERS SE OF THE STATION, 6
 KW3160'FEET S OF THE TRAIL LEADING INTO THE STATION.  MARK PROJECTS 5
 KW3160'INCHES.
 KW3160'
 KW3160'REFERENCE MARK NO. 2 IS LOCATED 23.500 METERS N OF THE STATION AND AT
 KW3160'RIGHT ANGLES TO THE BOUNDARY LINE.  THE MARK PROJECTS 5 INCHES.
 KW3160'
 KW3160'AZIMUTH MARK IS LOCATED 331 PACES E OF THE STATION ON THE FOREST
 KW3160'BOUNDARY LINE, 5 FEET N OF A 14-INCH OAK TREE, ABOUT 15 METERS (49
 KW3160'FEET) S OF THE CLEARED TRAIL, 30 METERS (98 FEET) E OF THE JUNCTION
 KW3160'OF THE CLEARED TRAIL AND THE FOREST BOUNDARY LINE.  MARK IS SET
 KW3160'IN 2- BY 3-FOOT ROCK AND PROJECTS 3 INCHES AND WILL BE VERY HARD TO
 KW3160'FIND.  MARK IS NOT VISIBLE FROM THE GROUND AT THE STATION AND
 KW3160'WILL REQUIRE CONSIDERABLE CLEARING TO BE VISIBLE.
 KW3160'
 KW3160'TO REACH THIS STATION FROM ELIZABETHVILLE, TAKE THE CARSONVILLE ROAD
 KW3160'OVER THE MOUNTAIN FOR 1.6 MILES (OR THE FIRST PAVED ROAD TO THE
 KW3160'LEFT), TURN LEFT AND GO 0.6 MILE TO A T-ROAD LEFT (THE FIRST ROAD TO
 KW3160'THE LEFT AFTER PASSING A BRICK CHURCH SET IN A CURVE IN THE PAVED
 KW3160'ROAD).  TAKE THE T-ROAD TO THE LEFT AND GO 0.5 MILE TO A T-ROAD.
 KW3160'TURN RIGHT ON THIS ROAD AND GO 1.3 MILES TO A T-ROAD AND A SIGN
 KW3160'POST LYKENS 8.5 MILES AND A LARGE SIGN READING C.C.C. CAMP NO. 125
 KW3160'COMPANY 1326. TURN RIGHT ON GRADED ROAD 2.5 MILES TO THE SUMMIT AND A
 KW3160'T-ROAD RIGHT AT A TRIANGULAR BLAZE ON AN 8-INCH PINE TREE.  AT
 KW3160'PRESENT THERE IS A SINGLE STRAND OF HEAVY WIRE MARKING A STATE GAME
 KW3160'REFUGE.  TAKE THE T-ROAD RIGHT AND FOLLOW THE MAIN-TRAVELED
 KW3160'ROAD FOR 1.9 MILES TO THE END OF THE ROAD.  A TRAIL WAS CLEARED BY
 KW3160'THE BUILDING PARTY AND THE TRUCKS WERE DRIVEN TO THE STATION, A
 KW3160'DISTANCE OF 0.2 MILE STRAIGHT FROM THE END OF THE OLD ROAD.  AT 0.1
 KW3160'MILE THE CLEARED TRAIL JOINS THE WELL-MARKED FOREST BOUNDARY LINE,
 KW3160'BEAR RIGHT ON THE BOUNDARY FOR 0.1 MILE OR 300 PACES TO THE STATION.
 KW3160'
 KW3160'A 77-FOOT TOWER WILL CLEAR ALL LINES.
 KW3160'
 KW3160'NO CUT-INS VISIBLE FROM GROUND.
 KW3160
 KW3160                          STATION RECOVERY (1939)
 KW3160
 KW3160'RECOVERY NOTE BY PA DEPT FORESTS WTRS 1939 (RLF)
 KW3160'ALL BRONZE MARKERS ARE IN GOOD CONDITION.  ONE OF THEM, THE CEMENT
 KW3160'ONE, IS FLAKING A LITTLE, BUT THE MARKER IS STILL SOLID.
 KW3160'
 KW3160'YOUR DESCRIPTION READS, PASS A BRICK CHURCH SET IN A CURVE IN THE
 KW3160'ROAD.  IT IS NOT A CHURCH, BUT A SCHOOLHOUSE, WITH A SMALL STEEPLE.
 KW3160'THE C.C.C. CAMP IS GONE, BUT THE SIGN BOARDS ARE JUST AS NAMED IN
 KW3160'YOUR DIRECTIONS.
 KW3160
 KW3160                          STATION RECOVERY (1941)
 KW3160
 KW3160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (TBM)
 KW3160'REVISE DESCRIPTION AS FOLLOWS- AT THE T-ROAD RIGHT AT A TRIANGULAR
 KW3160'BLAZE ON AN 8 INCH PINE TREE IN PREVIOUS DESCRIPTION, THERE IS NOW A
 KW3160'SIGN USC AND GS BENCH MARK 2.4 MILES.  A CAR MAY BE DRIVEN DIRECTLY
 KW3160'TO THE STATION OVER A GOOD ROAD.  THE STATION IS LOCATED ON THE SOUTH
 KW3160'SIDE OF THE ROAD AT THE BEGINNING OF THE TURN-AROUND.  THE ROAD ENDS
 KW3160'HERE.
 KW3160'
 KW3160'RM 1 IS ON THE SOUTH SIDE OF THE ROAD AND IS LOOSE IN THE GROUND.
 KW3160'
 KW3160'RM 2 IS NORTH OF THE ROAD IN WOODS AND IS IN GOOD CONDITION.
 KW3160'
 KW3160'AZIMUTH MARK IS IN GOOD CONDITION AND IS LOCATED IN THE CENTER OF THE
 KW3160'TRAIL ALONG FOREST BOUNDARY WHICH IS MARKED BY BLAZED TREES
 KW3160'PAINTED WHITE.  MARK IS ABOUT 90 FEET E ALONG TRAIL FROM LAST BEND IN
 KW3160'ROAD BEFORE ROAD ENDS AT STATION.  MARK WOULD BE VISIBLE FROM
 KW3160'STATION WITH VERY LITTLE CLEARING BEING NECESSARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3867 ***********************************************************************
 KV3867  DESIGNATION -  BROAD MOUNTAIN LOOKOUT TOWER
 KV3867  PID         -  KV3867
 KV3867  STATE/COUNTY-  PA/CARBON
 KV3867  USGS QUAD   -  WEATHERLY (1976)
 KV3867
 KV3867                         *CURRENT SURVEY CONTROL
 KV3867  ___________________________________________________________________
 KV3867* NAD 83(1992)-  40 53 44.26065(N)    075 49 43.99684(W)     ADJUSTED  
 KV3867* NAVD 88     -                                                        
 KV3867  ___________________________________________________________________
 KV3867  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 KV3867  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 KV3867
 KV3867  HORZ ORDER  -  THIRD
 KV3867
 KV3867.The horizontal coordinates were established by classical geodetic methods
 KV3867.and adjusted by the National Geodetic Survey in June 2002..
 KV3867
 KV3867
 KV3867.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3867
 KV3867.The geoid height was determined by GEOID03.
 KV3867
 KV3867;                    North         East     Units Scale Factor Converg.
 KV3867;SPC PA N     -    82,749.410   761,874.222   MT  0.99999804   +1 16 15.2
 KV3867;SPC PA N     -   271,487.02  2,499,582.34   sFT  0.99999804   +1 16 15.2
 KV3867;SPC PA S     -   175,234.292   761,873.364   MT  0.99998960   +1 14 47.1
 KV3867;SPC PA S     -   574,914.51  2,499,579.53   sFT  0.99998960   +1 14 47.1
 KV3867;UTM  18      - 4,527,501.536   430,179.046   MT  0.99966000   -0 32 33.7
 KV3867
 KV3867                          SUPERSEDED SURVEY CONTROL
 KV3867
 KV3867  NAD 83(1986)-  40 53 44.26036(N)    075 49 43.99983(W) AD(       ) 4
 KV3867  NAD 27      -  40 53 43.92813(N)    075 49 45.29998(W) AD(       ) 3
 KV3867
 KV3867.Superseded values are not recommended for survey control.
 KV3867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3867.See file dsdata.txt to determine how the superseded data were derived.
 KV3867
 KV3867_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL3017927502(NAD 83)
 KV3867_MARKER: 57 = LOOKOUT TOWER
 KV3867
 KV3867  HISTORY     - Date     Condition        Report By
 KV3867  HISTORY     - 1969     FIRST OBSERVED   CGS
 KV3867
 KV3867                          STATION DESCRIPTION
 KV3867
 KV3867'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 KV3867'TEN MILES SOUTHEAST OF HAZELTON, 7 MILES NORTHWEST OF LEHIGHTON, 5
 KV3867'MILES WEST OF JIM THORPE, 2-1/2 MILES NORTH OF NESQUEHONING
 KV3867'AND ON THE HIGHEST POINT OF BROAD MOUNTAIN.
 KV3867'
 KV3867'A TRAVERSE CONNECTION WAS MADE TO THE CENTER OF THE BASE OF THE TOWER
 KV3867'TO TRIANGULATION STATION BROAD 1929 RM 3, DISTANCE BEING
 KV3867'62.33 FEET, 18.997 METERS NORTH OF STATION BROAD 1929 RM 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3866 ***********************************************************************
 KV3866  DESIGNATION -  BROAD RM 3
 KV3866  PID         -  KV3866
 KV3866  STATE/COUNTY-  PA/CARBON
 KV3866  USGS QUAD   -  WEATHERLY (1976)
 KV3866
 KV3866                         *CURRENT SURVEY CONTROL
 KV3866  ___________________________________________________________________
 KV3866* NAD 83(1992)-  40 53 43.64820(N)    075 49 44.08164(W)     ADJUSTED  
 KV3866* NAVD 88     -       548.3    (meters)    1799.     (feet)  VERTCON   
 KV3866  ___________________________________________________________________
 KV3866  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 KV3866  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 KV3866
 KV3866  HORZ ORDER  -  SECOND
 KV3866
 KV3866.The horizontal coordinates were established by classical geodetic methods
 KV3866.and adjusted by the National Geodetic Survey in June 2002..
 KV3866
 KV3866.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV3866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV3866
 KV3866.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3866
 KV3866.The geoid height was determined by GEOID03.
 KV3866
 KV3866;                    North         East     Units Scale Factor Converg.
 KV3866;SPC PA N     -    82,730.478   761,872.657   MT  0.99999807   +1 16 15.2
 KV3866;SPC PA N     -   271,424.91  2,499,577.21   sFT  0.99999807   +1 16 15.2
 KV3866;SPC PA S     -   175,215.361   761,871.790   MT  0.99998958   +1 14 47.0
 KV3866;SPC PA S     -   574,852.40  2,499,574.36   sFT  0.99998958   +1 14 47.0
 KV3866;UTM  18      - 4,527,482.670   430,176.883   MT  0.99966000   -0 32 33.7
 KV3866
 KV3866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3866!SPC PA N     -   0.99991920  x   0.99999807  =   0.99991727
 KV3866!SPC PA S     -   0.99991920  x   0.99998958  =   0.99990878
 KV3866!UTM  18      -   0.99991920  x   0.99966000  =   0.99957922
 KV3866
 KV3866|---------------------------------------------------------------------|
 KV3866| PID    Reference Object                     Distance      Geod. Az  |
 KV3866|                                                           dddmmss.s |
 KV3866| KV3867 BROAD MOUNTAIN LOOKOUT TOWER         18.997 METERS 00600     |
 KV3866| KV3868 BROAD                                17.832 METERS 01507     |
 KV3866| LY2739 PIMPLE HILL USE RELAY MAST          APPROX.31.0 KM 0614457.5 |
 KV3866| CB3647 BROAD RM 2                           14.091 METERS 10159     |
 KV3866| KV3844 LEHIGHTON CARBON TV CABLE MAST      APPROX.16.7 KM 1162033.9 |
 KV3866| KV3869 LANSFORD RAD STA WLSH N MAST        APPROX. 5.7 KM 1912708.8 |
 KV3866| KV3865 KNOB RESET                           16.198 METERS 33612     |
 KV3866|---------------------------------------------------------------------|
 KV3866
 KV3866                          SUPERSEDED SURVEY CONTROL
 KV3866
 KV3866  NAD 83(1986)-  40 53 43.64787(N)    075 49 44.08409(W) AD(       ) 2
 KV3866  NAD 27      -  40 53 43.31566(N)    075 49 45.38480(W) AD(       ) 2
 KV3866  NGVD 29 (07/19/86)  548.5    (m)         1800.     (f) VERT ANG       
 KV3866
 KV3866.Superseded values are not recommended for survey control.
 KV3866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3866.See file dsdata.txt to determine how the superseded data were derived.
 KV3866
 KV3866_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL3017727483(NAD 83)
 KV3866_MARKER: DR = REFERENCE MARK DISK
 KV3866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3866
 KV3866  HISTORY     - Date     Condition        Report By
 KV3866  HISTORY     - 1969     MONUMENTED       CGS
 KV3866
 KV3866                          STATION DESCRIPTION
 KV3866
 KV3866'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 KV3866'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF HAZELTON, 7 MILES
 KV3866'NORTHWEST OF LEHIGHTON, 5 MILES WEST OF JIM THORPE, 2-1/2 MILES NORTH
 KV3866'OF NESQUEHONING AND AT THE SITE OF THE BROAD MOUNTAIN LOOKOUT TOWER.
 KV3866'
 KV3866'TO REACH THE STATION FROM THE POST OFFICE IN NESQUEHONING GO EAST ON
 KV3866'U.S. HIGHWAY 209 FOR 1.5 MILES TO STATE HIGHWAY 93 ON THE LEFT, TURN
 KV3866'LEFT AND GO NORTH AND NORTHWEST ON STATE HIGHWAY 93 FOR 3.4 MILES TO
 KV3866'A SIDE ROAD ON THE LEFT AND A SIGN BROAD MTN FOREST FIRE TOWER.
 KV3866'TURN LEFT AND GO NORTHWEST AND WEST ON A GRAVELED ROAD FOR 0.8 MILE
 KV3866'TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON THE GRAVELED
 KV3866'ROAD FOR 0.2 MILE TO THE LOOKOUT TOWER AND THE STATION.
 KV3866'
 KV3866'THE STATION MARK IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF
 KV3866'A SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES AND IT IS STAMPED
 KV3866'BROAD 1929 NO 3 1969.  IT IS 49.5 FEET SOUTH-SOUTHWEST OF THE SOUTH
 KV3866'LEG OF THE LOOKOUT TOWER, 8.5 FEET WEST-SOUTHWEST OF A 14 INCH
 KV3866'TREE WITH A TRIANGULAR BLAZE AND 5.7 FEET WEST-SOUTHWEST OF A METAL
 KV3866'WITNESS POST.
 KV3866'
 KV3866'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK CEMENTED IN A DRILL
 KV3866'HOLE IN A BOULDER THAT PROJECTS 12 INCHES AND IT IS STAMPED BROAD
 KV3866'NO 2 1929.  IT IS 69.5 FEET SOUTH-SOUTHEAST OF THE SOUTH LEG OF THE
 KV3866'LOOKOUT TOWER AND 16.5 FEET NORTHWEST OF AN 18 INCH TREE WITH
 KV3866'A TRIANGULAR BLAZE.
 KV3866'
 KV3866'TRIANGULATION STATION KNOB 1885 IS A STANDARD DISK SET IN THE TOP OF
 KV3866'A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND AND IT IS STAMPED
 KV3866'KNOB 1885 1969.  IT IS 30.5 FEET WEST OF THE SOUTH LEG OF THE LOOKOUT
 KV3866'TOWER, 19.8 FEET SOUTH OF A 16 INCH TREE WITH A TRIANGULAR BLAZE,
 KV3866'18.5 FEET SOUTHWEST OF THE WEST LEG OF THE LOOKOUT TOWER AND 7 FEET
 KV3866'EAST OF A 12 INCH TREE WITH A TRIANGULAR BLAZE.
 KV3866'
 KV3866'TRIANGULATION STATION BROAD 1929 IS A STANDARD DISK SET IN THE TOP OF
 KV3866'A ROUND CONCRETE MONUMENT 8 INCHES UNDERGROUND AND IT IS STAMPED
 KV3866'BROAD 1929.  IT IS 10.0 FEET NORTHEAST OF THE SOUTH LEG OF THE
 KV3866'LOOKOUT TOWER, 8.7 FEET SOUTHWEST OF THE EAST LEG OF THE LOOKOUT
 KV3866'TOWER AND 6.7 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST END OF THE STEPS
 KV3866'TO THE LOOKOUT TOWER.
 KV3866'
 KV3866'THERE WAS NO SUITABLE SITE FOR AN AZIMUTH MARK.
 KV3866'
 KV3866'HEIGHT OF LIGHT ABOVE STATION MARK 18.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2217 ***********************************************************************
 KX2217  DESIGNATION -  BROAD TOP
 KX2217  PID         -  KX2217
 KX2217  STATE/COUNTY-  PA/HUNTINGDON
 KX2217  USGS QUAD   -  ENTRIKEN (1984)
 KX2217
 KX2217                         *CURRENT SURVEY CONTROL
 KX2217  ___________________________________________________________________
 KX2217* NAD 83(1992)-  40 15 06.19034(N)    078 07 39.64888(W)     ADJUSTED  
 KX2217* NAVD 88     -       714.     (meters)    2343.     (feet)  SCALED    
 KX2217  ___________________________________________________________________
 KX2217  LAPLACE CORR-          -5.47  (seconds)                    DEFLEC99
 KX2217  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KX2217
 KX2217  HORZ ORDER  -  FIRST
 KX2217
 KX2217.The horizontal coordinates were established by classical geodetic methods
 KX2217.and adjusted by the National Geodetic Survey in June 2002..
 KX2217
 KX2217.The orthometric height was scaled from a topographic map.
 KX2217
 KX2217.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2217
 KX2217.The geoid height was determined by GEOID03.
 KX2217
 KX2217;                    North         East     Units Scale Factor Converg.
 KX2217;SPC PA S     -   102,041.355   567,868.371   MT  0.99996550   -0 14 42.1
 KX2217;SPC PA S     -   334,780.68  1,863,081.48   sFT  0.99996550   -0 14 42.1
 KX2217;UTM  17      - 4,459,654.674   744,294.776   MT  1.00033472   +1 51 24.7
 KX2217
 KX2217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2217!SPC PA S     -   0.99989327  x   0.99996550  =   0.99985878
 KX2217!UTM  17      -   0.99989327  x   1.00033472  =   1.00022796
 KX2217
 KX2217|---------------------------------------------------------------------|
 KX2217| PID    Reference Object                     Distance      Geod. Az  |
 KX2217|                                                           dddmmss.s |
 KX2217| CJ8149 BROAD TOP RM 1                       19.937 METERS 05010     |
 KX2217| CJ8150 BROAD TOP RM 2                       17.893 METERS 17058     |
 KX2217| KX2228 SAXTON                              APPROX.14.3 KM 2600246.8 |
 KX2217|---------------------------------------------------------------------|
 KX2217
 KX2217                          SUPERSEDED SURVEY CONTROL
 KX2217
 KX2217  NAD 83(1986)-  40 15 06.19477(N)    078 07 39.66243(W) AD(       ) 1
 KX2217  NAD 27      -  40 15 05.91800(N)    078 07 40.64500(W) AD(       ) 1
 KX2217
 KX2217.Superseded values are not recommended for survey control.
 KX2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2217.See file dsdata.txt to determine how the superseded data were derived.
 KX2217
 KX2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE4429559655(NAD 83)
 KX2217_MARKER: DS = TRIANGULATION STATION DISK
 KX2217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2217
 KX2217  HISTORY     - Date     Condition        Report By
 KX2217  HISTORY     - 1941     MONUMENTED       CGS
 KX2217  HISTORY     - 1974     GOOD             NGS
 KX2217
 KX2217                          STATION DESCRIPTION
 KX2217
 KX2217'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2217'THE STATION IS LOCATED ABOUT 3-1/2 MILES NNE OF THE VILLAGE OF BROAD
 KX2217'TOP, ON THE HIGHEST POINT OF A BRUSHY AND PARTIALLY TIMBERED MOUNTAIN
 KX2217'(WHICH IS STATE GAME REFUGE NO. 67) KNOWN LOCALLY AS BROAD TOP
 KX2217'MOUNTAIN.  IT IS ABOUT 50 YARDS N OF A TALL PINE TREE WITH A
 KX2217'TRIANGLE BLAZED ON THE W SIDE AND 15 FEET SW OF AN 18-INCH OAK TREE
 KX2217'WITH A TRIANGLE BLAZED ON THE SW SIDE.  MARK IS STAMPED BROAD TOP
 KX2217'1941, PROJECTS ABOUT 4 INCHES AND IS WITNESSED BY A 4-INCH SQUARE
 KX2217'WHITE POST THAT PROJECTS ABOUT 2-1/2 FEET.
 KX2217'
 KX2217'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN CONCRETE.
 KX2217'
 KX2217'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET FLUSH IN THE FLAT
 KX2217'TOP OF A BOULDER WHICH PROJECTS ABOUT 2 INCHES.
 KX2217'
 KX2217'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN THE FLAT TOP OF
 KX2217'A BOULDER THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 KX2217'
 KX2217'NO AZIMUTH MARK WAS ESTABLISHED FOR THE STATION BECAUSE OF NO
 KX2217'SUITABLE LOCATION.
 KX2217'
 KX2217'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 913 AND 847
 KX2217'IN THE VILLAGE OF BROAD TOP BY GOING NORTHEASTERLY ON HIGHWAY 847
 KX2217'FOR 1 MILE TO A TRACK ROAD LEADING LEFT INTO WOODS, TURN LEFT AND
 KX2217'FOLLOW MAIN TRACK ROAD NORTHERLY FOR 0.6 MILE TO A DIAGONAL CROSS
 KX2217'ROAD, TURN RIGHT FOR ABOUT 20 YARDS, THEN TAKE RIGHT FORK AND FOLLOW
 KX2217'MAIN ROAD NORTHEASTERLY ALONG RIDGE 1.25 MILES TO BAR
 KX2217'GATE, AND ENTRANCE TO GAME REFUGE.  CONTINUE THROUGH GATE AND FOLLOW
 KX2217'MAIN ROAD 0.75 MILE TO FIRE BREAK CROSSING DIAGONALLY, TURN RIGHT
 KX2217'AND FOLLOW FIRE BREAK 0.65 MILE TO POINT WHERE FIRE BREAK TURNS
 KX2217'LEFT, TURN RIGHT AND GO 0.1 MILE TO TOP OF HILL AND STATION.
 KX2217'
 KX2217'NOTE- FIRE BREAK IS A ROUGH TRAIL BUT TRUCK CAN BE DRIVEN THROUGH
 KX2217'WITH CARE.
 KX2217'
 KX2217'A 64-FOOT STEEL TOWER IS NEEDED TO SEE ALL LINES.
 KX2217'
 KX2217'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 KX2217
 KX2217                          STATION RECOVERY (1974)
 KX2217
 KX2217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KX2217'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 KX2217'AS PREVIOUSLY DESCRIBED.  THERE IS A POSSIBILITY THAT THERE MAY BE
 KX2217'SOME CONSTRUCTION IN THE AREA OF THIS STATION IN THE NEAR FUTURE.
 KX2217'HOWEVER THE STATION IS IN NO DANGER OF BEING DISTURBED.
 KX2217'
 KX2217'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-3-1/2 MILES NNE OF
 KX2217'BROAD TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1954 ***********************************************************************
 KX1954  DESIGNATION -  BROADVIEW
 KX1954  PID         -  KX1954
 KX1954  STATE/COUNTY-  PA/INDIANA
 KX1954  USGS QUAD   -  ELDERTON (1977)
 KX1954
 KX1954                         *CURRENT SURVEY CONTROL
 KX1954  ___________________________________________________________________
 KX1954* NAD 83(1992)-  40 41 16.65335(N)    079 17 25.90501(W)     ADJUSTED  
 KX1954* NAVD 88     -       474.     (meters)    1555.     (feet)  SCALED    
 KX1954  ___________________________________________________________________
 KX1954  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 KX1954  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KX1954
 KX1954  HORZ ORDER  -  SECOND
 KX1954
 KX1954.The horizontal coordinates were established by classical geodetic methods
 KX1954.and adjusted by the National Geodetic Survey in June 2002..
 KX1954
 KX1954.The orthometric height was scaled from a topographic map.
 KX1954
 KX1954.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1954
 KX1954.The geoid height was determined by GEOID03.
 KX1954
 KX1954;                    North         East     Units Scale Factor Converg.
 KX1954;SPC PA S     -   151,548.217   469,788.719   MT  0.99996805   -0 59 58.1
 KX1954;SPC PA S     -   497,204.44  1,541,298.49   sFT  0.99996805   -0 59 58.1
 KX1954;UTM  17      - 4,505,523.591   644,448.264   MT  0.99985683   +1 06 52.8
 KX1954
 KX1954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX1954!SPC PA S     -   0.99993086  x   0.99996805  =   0.99989892
 KX1954!UTM  17      -   0.99993086  x   0.99985683  =   0.99978770
 KX1954
 KX1954:                Primary Azimuth Mark                     Grid Az
 KX1954:SPC PA S     -  KUNKLE                                   074 14 13.1
 KX1954:UTM  17      -  KUNKLE                                   072 07 22.2
 KX1954
 KX1954|---------------------------------------------------------------------|
 KX1954| PID    Reference Object                     Distance      Geod. Az  |
 KX1954|                                                           dddmmss.s |
 KX1954| KX1953 KUNKLE                              APPROX. 7.7 KM 0731415.0 |
 KX1954|---------------------------------------------------------------------|
 KX1954
 KX1954                          SUPERSEDED SURVEY CONTROL
 KX1954
 KX1954  NAD 83(1986)-  40 41 16.65720(N)    079 17 25.91190(W) AD(       ) 2
 KX1954  NAD 27      -  40 41 16.42318(N)    079 17 26.78090(W) AD(       ) 2
 KX1954
 KX1954.Superseded values are not recommended for survey control.
 KX1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1954.See file dsdata.txt to determine how the superseded data were derived.
 KX1954
 KX1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF4444805524(NAD 83)
 KX1954_MARKER: DD = SURVEY DISK
 KX1954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1954_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KX1954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1954+STABILITY: SURFACE MOTION
 KX1954
 KX1954  HISTORY     - Date     Condition        Report By
 KX1954  HISTORY     - 1958     MONUMENTED       USGS
 KX1954
 KX1954                          STATION DESCRIPTION
 KX1954
 KX1954'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (WER)
 KX1954'THE STATION IS LOCATED ON THE SUMMIT OF A HILL, KNOWN ON THE G.S. MAP
 KX1954'AS RUSSELL HILL, WHICH IS APPROXIMATELY 2.5 MILES
 KX1954'EAST-SOUTHEAST OF ELDERTON, 2.5 MILES NORTH-NORTHEAST OF SHELOCTA AND
 KX1954'ON PROPERTY OWNED BY MR. BLAIN MILLER.  IT IS 4 FEET SOUTHWEST
 KX1954'OF THE FENCE LINE.
 KX1954'
 KX1954'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION MILLER,
 KX1954'DISTANCE BEING 11.817 METERS (38.77 FEET) NORTHEAST OF
 KX1954'STATION MILLER. THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK,
 KX1954'NO STAMPING, SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 KX1954'1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0452 ***********************************************************************
 MA0452  DESIGNATION -  BROCKWAY
 MA0452  PID         -  MA0452
 MA0452  STATE/COUNTY-  PA/JEFFERSON
 MA0452  USGS QUAD   -  FALLS CREEK (1994)
 MA0452
 MA0452                         *CURRENT SURVEY CONTROL
 MA0452  ___________________________________________________________________
 MA0452* NAD 83(1986)-  41 14 55.     (N)    078 47 48.     (W)     SCALED    
 MA0452* NAVD 88     -       441.954  (meters)    1449.98   (feet)  ADJUSTED  
 MA0452  ___________________________________________________________________
 MA0452  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 MA0452  DYNAMIC HT  -         441.752 (meters)    1449.31  (feet)  COMP
 MA0452  MODELED GRAV-     980,153.9   (mgal)                       NAVD 88
 MA0452
 MA0452  VERT ORDER  -  FIRST     CLASS I
 MA0452
 MA0452.The horizontal coordinates were scaled from a topographic map and have
 MA0452.an estimated accuracy of +/- 6 seconds.
 MA0452
 MA0452.The orthometric height was determined by differential leveling
 MA0452.and adjusted by the National Geodetic Survey in June 1991..
 MA0452.WARNING-Repeat measurements at this control monument indicate possible
 MA0452.vertical movement.
 MA0452
 MA0452.The geoid height was determined by GEOID03.
 MA0452
 MA0452.The dynamic height is computed by dividing the NAVD 88
 MA0452.geopotential number by the normal gravity value computed on the
 MA0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0452.degrees latitude (g = 980.6199 gals.).
 MA0452
 MA0452.The modeled gravity was interpolated from observed gravity values.
 MA0452
 MA0452;                    North         East    Units  Estimated Accuracy
 MA0452;SPC PA N     -   120,680.      512,280.      MT  (+/- 180 meters Scaled)
 MA0452
 MA0452                          SUPERSEDED SURVEY CONTROL
 MA0452
 MA0452  NGVD 29 (??/??/92)  442.104  (m)         1450.47   (f) ADJ UNCH    1 1
 MA0452
 MA0452.Superseded values are not recommended for survey control.
 MA0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0452.See file dsdata.txt to determine how the superseded data were derived.
 MA0452
 MA0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF846686(NAD 83)
 MA0452_MARKER: DB = BENCH MARK DISK
 MA0452_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0452_SP_SET: ABUTMENT
 MA0452_STAMPING: BROCKWAY 1935
 MA0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0452
 MA0452  HISTORY     - Date     Condition        Report By
 MA0452  HISTORY     - 1935     MONUMENTED       CGS
 MA0452  HISTORY     - 1967     GOOD             NGS
 MA0452
 MA0452                          STATION DESCRIPTION
 MA0452
 MA0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0452'0.2 MI SE FROM BROCKWAY.
 MA0452'ABOUT 0.15 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0452'FROM THE STATION AT BROCKWAY, 85 FEET EAST OF THE CENTER OF THE
 MA0452'CROSSING OF THE RAILROAD AND STATE HIGHWAY 28 WHICH IS MAIN
 MA0452'STREET, 70 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 MA0452'SET OF TRACKS, SET IN THE CENTER OF THE TOP OF THE NORTHWEST
 MA0452'PILLAR OF A BRIDGE FOR STATE HIGHWAY 28 OVER LITTLE TOBY CREEK,
 MA0452'23 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 4 1/2
 MA0452'FEET ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- THE PILLAR IN
 MA0452'WHICH THE MARK IS SET IS BADLY DECAYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1820 ***********************************************************************
 LZ1820  DESIGNATION -  BRODHEAD
 LZ1820  PID         -  LZ1820
 LZ1820  STATE/COUNTY-  PA/POTTER
 LZ1820  USGS QUAD   -  CHERRY SPRINGS (1994)
 LZ1820
 LZ1820                         *CURRENT SURVEY CONTROL
 LZ1820  ___________________________________________________________________
 LZ1820* NAD 83(1992)-  41 39 18.32495(N)    077 45 42.66799(W)     ADJUSTED  
 LZ1820* NAVD 88     -       758.2    (meters)    2488.     (feet)  VERTCON   
 LZ1820  ___________________________________________________________________
 LZ1820  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 LZ1820  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 LZ1820
 LZ1820  HORZ ORDER  -  FIRST
 LZ1820
 LZ1820.The horizontal coordinates were established by classical geodetic methods
 LZ1820.and adjusted by the National Geodetic Survey in June 2002..
 LZ1820
 LZ1820.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1820
 LZ1820.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1820
 LZ1820.The geoid height was determined by GEOID03.
 LZ1820
 LZ1820;                    North         East     Units Scale Factor Converg.
 LZ1820;SPC PA N     -   165,296.653   599,012.784   MT  0.99996542   -0 00 28.2
 LZ1820;SPC PA N     -   542,310.77  1,965,261.11   sFT  0.99996542   -0 00 28.2
 LZ1820;UTM  18      - 4,615,167.899   270,028.430   MT  1.00025087   -1 50 11.2
 LZ1820
 LZ1820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1820!SPC PA N     -   0.99988609  x   0.99996542  =   0.99985151
 LZ1820!UTM  18      -   0.99988609  x   1.00025087  =   1.00013693
 LZ1820
 LZ1820|---------------------------------------------------------------------|
 LZ1820| PID    Reference Object                     Distance      Geod. Az  |
 LZ1820|                                                           dddmmss.s |
 LZ1820| CJ8155 BRODHEAD RM 1                        21.502 METERS 06947     |
 LZ1820| CJ8154 BRODHEAD AZ MK                                     3092936.9 |
 LZ1820| CJ8156 BRODHEAD RM 2                        24.259 METERS 33821     |
 LZ1820|---------------------------------------------------------------------|
 LZ1820
 LZ1820                          SUPERSEDED SURVEY CONTROL
 LZ1820
 LZ1820  NAD 83(1996)-  41 39 18.32451(N)    077 45 42.67030(W) AD(       ) 1
 LZ1820  NAD 83(1986)-  41 39 18.32448(N)    077 45 42.66874(W) AD(       ) 1
 LZ1820  NAD 27      -  41 39 18.08435(N)    077 45 43.69886(W) AD(       ) 1
 LZ1820  NGVD 29 (07/19/86)  758.3    (m)         2488.     (f) VERT ANG       
 LZ1820
 LZ1820.Superseded values are not recommended for survey control.
 LZ1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1820.See file dsdata.txt to determine how the superseded data were derived.
 LZ1820
 LZ1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM7002815168(NAD 83)
 LZ1820_MARKER: DS = TRIANGULATION STATION DISK
 LZ1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1820_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LZ1820_STAMPING: BRODHEAD 1933
 LZ1820_MARK LOGO: CGS   
 LZ1820_MAGNETIC: N = NO MAGNETIC MATERIAL
 LZ1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1820+STABILITY: SURFACE MOTION
 LZ1820
 LZ1820  HISTORY     - Date     Condition        Report By
 LZ1820  HISTORY     - 1933     MONUMENTED       CGS
 LZ1820  HISTORY     - 1967     SEE DESCRIPTION  CGS
 LZ1820  HISTORY     - 19870621 GOOD             CGS
 LZ1820
 LZ1820                          STATION DESCRIPTION
 LZ1820
 LZ1820'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 LZ1820'THIS STATION IS ON STATE PROPERTY AT THE TOP OF BRODHEAD MOUNTAIN
 LZ1820'ABOUT 9 MILES SW OF GALETON AND 3 MILES NW OF CARTER CAMP.
 LZ1820'
 LZ1820'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LZ1820'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1B, 7A AND 11B.
 LZ1820'
 LZ1820'REFERENCE MARK NO. 1 IS ENE OF THE STATION, 19 FEET NNE OF THE CENTER
 LZ1820'LINE OF THE ROAD.  REFERENCE MARK NO. 2 IS NNW OF THE STATION, 20
 LZ1820'FEET NNE OF THE CENTER LINE OF THE ROAD, AND 5 FEET SE OF A DOUBLE
 LZ1820'6-INCH MAPLE TREE.
 LZ1820'
 LZ1820'THE AZIMUTH MARK IS NW OF THE STATION, 15 FEET NNE OF THE CENTER LINE
 LZ1820'OF THE ROAD, AND 10 FEET SW OF A 6-INCH WILD CHERRY TREE.
 LZ1820'
 LZ1820'TO REACH FROM GALETON AT INTERSECTION OF HIGHWAY 144 AND U.S. HIGHWAY
 LZ1820'6, GO S AND SW ON HIGHWAY 144, 7 MILES TO GERMANIA, CONTINUE
 LZ1820'SW 4 MILES ON HIGHWAY 144, TO CARTER CAMP AT THE INTERSECTION OF
 LZ1820'HIGHWAYS 144 AND 44.  TURN RIGHT AND PROCEED 3.9 MILES NW ON
 LZ1820'HIGHWAY 44, (COUDERSPORT PIKE) TO THE STATION AT THE SUMMIT OF THE
 LZ1820'MOUNTAIN.  THE STATION IS 32 FEET SSW OF THE CENTER LINE OF THE ROAD
 LZ1820'AND ABOUT 25 FEET W OF A LARGE BLUE SIGN LETTERED COUDERSPORT PIKE -
 LZ1820'MOUNT BROADHEAD - ALLEGHENY RANGE - ELEVATION 2480 FEET.  THE MARK
 LZ1820'PROJECTS 8 INCHES ABOVE THE GROUND.
 LZ1820'
 LZ1820'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 LZ1820
 LZ1820                          STATION RECOVERY (1967)
 LZ1820
 LZ1820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 LZ1820'THE STATION MARK, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH MARK
 LZ1820'WERE RECOVERED IN GOOD CONDITION.  A DISCREPANCY IN THE HORIZONTAL
 LZ1820'DISTANCE TO REFERENCE MARK NO. 2 WAS NOTED AND CHECKED IN THE FIELD.
 LZ1820'THE DISTANCE TO THE AZIMUTH MARK IS 0.2 MILE INSTEAD OF 0.1 MILE AS
 LZ1820'DESCRIBED IN 1933.  A NEW DESCRIPTION FOLLOWS.
 LZ1820'
 LZ1820'THE STATION IS LOCATED ALONG THE SOUTH RIGHT-OF-WAY OF STATE HIGHWAY
 LZ1820'44, ABOUT 16 MILES SOUTHEAST OF COUDERSPORT AND 8-1/2 MILES
 LZ1820'SOUTHWEST OF GALETON.
 LZ1820'
 LZ1820'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 LZ1820'HIGHWAY 44, JUST SOUTHWEST OF THE COURTHOUSE IN COUDERSPORT, GO
 LZ1820'IN AN EASTERLY DIRECTION ON U.S. HIGHWAY 6 AND STATE HIGHWAY 44 FOR
 LZ1820'4.0 MILES TO THERE JUNCTION.  KEEP RIGHT ON STATE HIGHWAY 44 AND GO
 LZ1820'SOUTHEAST FOR 6.4 MILES TO THE PATTERSON STATE FOREST PICNIC AREA.
 LZ1820'CONTINUE SOUTHEAST ON THE HIGHWAY FOR 4.55 MILES TO THE CHERRY
 LZ1820'SPRINGS AIRPORT ON THE LEFT.  CONTINUE ON THE HIGHWAY FOR 4.6 MILES
 LZ1820'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHEAST ON THE HIGHWAY
 LZ1820'FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 LZ1820'
 LZ1820'THE STATION MARK IS A STANDARD DISK STAMPED BRODHEAD 1933, SET IN THE
 LZ1820'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 10
 LZ1820'INCHES ABOVE THE GROUND.  IT IS 32 FEET SOUTHWEST OF THE CENTER OF
 LZ1820'STATE HIGHWAY 44, 32 FEET WEST OF A SIGN COUDERSPORT PIKE MOUNT
 LZ1820'BRODHEAD ALLEGENY MOUNTAINS ELEVATION 2480 AND 4.9 FEET NORTHEAST OF A
 LZ1820'METAL WITNESS POST.  NOTES- 1B 7A
 LZ1820'
 LZ1820'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BRODHEAD 1933 NO 1
 LZ1820'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 LZ1820'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 42 FEET NORTHEAST OF THE
 LZ1820'SIGN AND 19 FEET NORTH-NORTHEAST OF THE CENTER OF THE HIGHWAY.
 LZ1820'NOTE- 11B
 LZ1820'
 LZ1820'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BRODHEAD 1933 NO 2
 LZ1820'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 LZ1820'IS FLUSH WITH THE GROUND.  IT IS 96 FEET NORTH-NORTHWEST OF THE SIGN
 LZ1820'AND 20 FEET EAST-NORTHEAST OF THE CENTER OF THE HIGHWAY.  NOTE-
 LZ1820'11B
 LZ1820'
 LZ1820'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK STAMPED BRODHEAD 1933
 LZ1820'AZIMUTH, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 LZ1820'MONUMENT WHICH PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 15 FEET
 LZ1820'NORTH-NORTHEAST OF THE CENTER OF THE HIGHWAY AND 1.1 FEET SOUTHWEST
 LZ1820'OF A METAL WITNESS POST.  NOTE- 11B
 LZ1820'
 LZ1820'HEIGHT OF LIGHT ABOVE STATION MARK 99.0 FEET.
 LZ1820
 LZ1820                          STATION RECOVERY (1987)
 LZ1820
 LZ1820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1987 (CLN)
 LZ1820'THE STATION WAS RECOVERED AT THIS DATE.  THE STATION, REFERENCE MARKS
 LZ1820'AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN 1967.  THE AZIMUTH
 LZ1820'MARK IS TO BE DESTROYED SO A NEW ONE WAS ESTABLISHED AT THIS TIME. THE
 LZ1820'STATION AND THE OLD AZIMUTH MARK ARE USGS BENCHMARKS.  THE STATION IS
 LZ1820'LOCATED ABOUT 20.1 KM (12.50 MI) SOUTHEAST OF SWEDEN VALLEY, 14.4 KM
 LZ1820'(8.95 MI) SOUTHWEST OF GALETON AND 5.1 KM (3.15 MI) EAST OF THE CHERRY
 LZ1820'SPRINGS AIRPORT ON STATE FOREST LAND.  OWNERSHIP- COMMONWEALTH OF
 LZ1820'PENNSYLVANIA.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 6
 LZ1820'AND STATE ROUTE 44 IN SWEDEN VALLEY GO SOUTHEAST ON STATE ROUTE 44 FOR
 LZ1820'17.7 KM (11.00 MI) TO THE CHERRY SPRINGS AIRPORT. CONTINUE AHEAD FOR
 LZ1820'7.4 KM (4.60 MI) TO THE AZIMUTH MARK ON THE LEFT. CONTINUE AHEAD FOR
 LZ1820'0.32 KM (0.20 MI) TO THE STATION ON THE RIGHT AT A LARGE BLUE SIGN,
 LZ1820'MOUNT BRODHEAD ELEVATION 2480.
 LZ1820' 
 LZ1820'THE STATION IS A STANDARD CGS DISK STAMPED--BRODHEAD 1933--. SET INTO
 LZ1820'THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM IN DIAMETER, PROJECTING 2
 LZ1820'CM ABOVE GROUND, LOCATED 9.7 M (31.8 FT) SOUTHWEST FROM THE CENTER OF
 LZ1820'THE HIGHWAY, 9.8 M (32.2 FT) WEST FROM THE BLUE SIGN AND 1.46 M (4.79
 LZ1820'FT) NORTHEAST FROM A METAL WITNESS POST.
 LZ1820' 
 LZ1820'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--BRODHEAD 1933--,
 LZ1820'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM IN DIAMETER,
 LZ1820'PROJECTING, 10 CM ABOVE GROUND.  LOCATED 12.8 M (42.0 FT) NORTHEAST
 LZ1820'FROM THE BLUE, SIGN AND 5.8 M (19.0 FT) NORTH NORTHEAST FROM THE
 LZ1820'CENTER OF THE HIGHWAY.  MARK IS LEVEL WITH THE STATION.
 LZ1820' 
 LZ1820'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--BRODHEAD 1933--,
 LZ1820'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM IN DIAMETER,
 LZ1820'RECESSED 8 CM BELOW GROUND. LOCATED 29.4 M (96.5 FT) NORTH NORTHWEST
 LZ1820'FROM THE BLUE SIGN AND 6.2 M (20.3 FT) EAST NORTHEAST FROM THE CENTER
 LZ1820'OF THE HIGHWAY.  MARK IS LEVEL WITH THE STATION.
 LZ1820' 
 LZ1820'THE STATION IS A STANDARD NGS DISK STAMPED--BRODHEAD 1987--, SET INTO
 LZ1820'THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM IN DIAMETER, PROJECTING 2
 LZ1820'CM ABOVE THE GROUND.  LOCATED 6.7 M (22.0 FT) NORTH NORTHEAST FROM THE
 LZ1820'CENTER OF THE HIGHWAY AND 1.0 M (3.3 FT) SOUTHWEST FROM A METAL
 LZ1820'WITNESS POST.  HEIGHT OF LIGHT SHOWN WAS 1.5 M (4.9 FT) ABOVE THE
 LZ1820'MARK.  THE STATION IS LOCATED ABOUT 20.1 KM (12.50 MI) SOUTHEAST OF
 LZ1820'SWEDEN VALLEY, 14.4 KM (8.95 MI) SOUTHWEST OF GALETON AND 5.1 KM (3.15
 LZ1820'MI) EAST OF THE CHERRY SPRINGS AIRPORT.  OWNERSHIP- HIGHWAY
 LZ1820'RIGHT-OF-WAY.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 6
 LZ1820'AND STATE ROUTE 44 IN SWEDEN VALLEY GO SOUTHEAST ON THE STATE ROUTE
 LZ1820'FOR 17.7 KM (11.00 MI) TO THE CHERRY SPRINGS AIRPORT.  CONTINUE AHEAD
 LZ1820'FOR 7.4 KM (4.60 MI) TO THE STATION ON THE LEFT 0.32 KM (0.20 MI) WEST
 LZ1820'FROM A BRODHEAD MOUNTAIN SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0658 ***********************************************************************
 LY0658  DESIGNATION -  BROOK
 LY0658  PID         -  LY0658
 LY0658  STATE/COUNTY-  PA/PIKE
 LY0658  USGS QUAD   -  EDGEMERE (1992)
 LY0658
 LY0658                         *CURRENT SURVEY CONTROL
 LY0658  ___________________________________________________________________
 LY0658* NAD 83(1992)-  41 22 08.81838(N)    074 56 27.08368(W)     ADJUSTED  
 LY0658* NAVD 88     -       459.903  (meters)    1508.87   (feet)  ADJUSTED  
 LY0658  ___________________________________________________________________
 LY0658  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 LY0658  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 LY0658  DYNAMIC HT  -         459.694 (meters)    1508.18  (feet)  COMP
 LY0658  MODELED GRAV-     980,154.8   (mgal)                       NAVD 88
 LY0658
 LY0658  HORZ ORDER  -  SECOND
 LY0658  VERT ORDER  -  SECOND    CLASS 0
 LY0658
 LY0658.The horizontal coordinates were established by classical geodetic methods
 LY0658.and adjusted by the National Geodetic Survey in June 2002..
 LY0658
 LY0658.The orthometric height was determined by differential leveling
 LY0658.and adjusted by the National Geodetic Survey in June 1991..
 LY0658
 LY0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY0658
 LY0658.The geoid height was determined by GEOID03.
 LY0658
 LY0658.The dynamic height is computed by dividing the NAVD 88
 LY0658.geopotential number by the normal gravity value computed on the
 LY0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0658.degrees latitude (g = 980.6199 gals.).
 LY0658
 LY0658.The modeled gravity was interpolated from observed gravity values.
 LY0658
 LY0658;                    North         East     Units Scale Factor Converg.
 LY0658;SPC PA N     -   137,347.462   834,973.085   MT  0.99995719   +1 51 30.1
 LY0658;SPC PA N     -   450,614.13  2,739,407.53   sFT  0.99995719   +1 51 30.1
 LY0658;UTM  18      - 4,579,735.468   504,946.200   MT  0.99960030   +0 02 20.7
 LY0658
 LY0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY0658!SPC PA N     -   0.99993288  x   0.99995719  =   0.99989008
 LY0658!UTM  18      -   0.99993288  x   0.99960030  =   0.99953321
 LY0658
 LY0658|---------------------------------------------------------------------|
 LY0658| PID    Reference Object                     Distance      Geod. Az  |
 LY0658|                                                           dddmmss.s |
 LY0658| LY0657 BROOK RM 1                           24.182 METERS 07955     |
 LY0658| LY0650 LAUER                               APPROX. 4.3 KM 1404826.4 |
 LY0658| LY0659 BROOK RM 2                           21.353 METERS 20318     |
 LY0658|---------------------------------------------------------------------|
 LY0658
 LY0658                          SUPERSEDED SURVEY CONTROL
 LY0658
 LY0658  NAD 83(1996)-  41 22 08.81859(N)    074 56 27.08379(W) AD(       ) 2
 LY0658  NAD 83(1996)-  41 22 08.81903(N)    074 56 27.08449(W) AD(       ) 2
 LY0658  NAD 83(1986)-  41 22 08.82112(N)    074 56 27.08417(W) AD(       ) 2
 LY0658  NAD 27      -  41 22 08.48730(N)    074 56 28.47200(W) AD(       ) 2
 LY0658  NGVD 29 (??/??/92)  460.076  (m)         1509.43   (f) ADJ UNCH    2 0
 LY0658
 LY0658.Superseded values are not recommended for survey control.
 LY0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0658.See file dsdata.txt to determine how the superseded data were derived.
 LY0658
 LY0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL0494679735(NAD 83)
 LY0658_MARKER: DS = TRIANGULATION STATION DISK
 LY0658_SETTING: 66 = SET IN ROCK OUTCROP
 LY0658_SP_SET: BEDROCK
 LY0658_STAMPING: BROOK STATION 1959
 LY0658_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0658+STABILITY: POSITION/ELEVATION WELL
 LY0658
 LY0658  HISTORY     - Date     Condition        Report By
 LY0658  HISTORY     - 1959     MONUMENTED       CGS
 LY0658  HISTORY     - 1959     GOOD             CGS
 LY0658
 LY0658                          STATION DESCRIPTION
 LY0658
 LY0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY0658'STATION IS LOCATED IN A SMALL CLEARING WHICH IS ON A HIGH AND
 LY0658'TIMBERED RIDGE, ABOUT 3-1/2 MILES SOUTHEAST OF GREELEY, 7-1/2
 LY0658'MILES NORTHWEST OF MILFORD, 6 MILES EAST-NORTHEAST OF LORDS VALLEY
 LY0658'AND ABOUT 0.55 MILES SOUTH OF U.S. HIGHWAY 6.
 LY0658'
 LY0658'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 LY0658'HIGHWAY 37 WHICH IS ABOUT 2 MILES SOUTH OF GREELEY.  GO EAST, ON
 LY0658'HIGHWAY 6 FOR 8.95 MILES TO THE CENTER OF A LARGE CONCRETE BRIDGE,
 LY0658'CONTINUE EAST, ON THE HIGHWAY FOR 2.0 MILES TO A GRAVELED TRACK ROAD
 LY0658'RIGHT, ABOUT 150 FEET BEFORE REACHING THE SUMMIT OF A HILL AND AN OLD
 LY0658'STONE CHIMNEY STANDING ON THE LEFT, NORTH SIDE OF THE HIGHWAY.
 LY0658'TURN RIGHT AND GO SOUTH, ON THE GRAVELED TRACK ROAD FOR 0.55 MILE TO
 LY0658'A FORK, TAKE THE RIGHT ROAD AND GO SOUTHWEST, ON A GRAVELED TRACK
 LY0658'ROAD FOR 0.1 MILE TO A FENCE GAP WHICH HAS A CABLE STRETCHED ACROSS
 LY0658'IT, PASS THROUGH THE GAP, TURN SHARP LEFT AND FOLLOW A CLEARED TRAIL,
 LY0658'UPHILL, SOUTH AND SOUTHWEST FOR ABOUT 170 FEET, A SMALL CLEARING,
 LY0658'TWO TRIANGULAR BLAZED TREES AND STATION.
 LY0658'
 LY0658'STATION MARK IS A STANDARD DISK, STAMPED BROOK 1959, CEMENTED IN A
 LY0658'DRILL HOLE, IN THE TOP OF BEDROCK WHICH IS ABOUT 2 FEET BELOW THE
 LY0658'GROUND SURFACE.  IT IS ABOUT 116 FEET SOUTH-SOUTHWEST OF A GRAVELED
 LY0658'TRACK ROAD, 18 FEET NORTH-NORTHWEST OF A 8-INCH TRIANGULAR BLAZED
 LY0658'PINE TREE, 46 FEET WEST-NORTHWEST OF A 6-INCH TRIANGULAR BLAZED OAK
 LY0658'TREE AND 7.7 FEET NORTH-NORTHEAST OF A STANDARD METAL WITNESS
 LY0658'POST AND MARKER.
 LY0658'
 LY0658'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BROOK NO 1 1959,
 LY0658'CEMENTED IN A DRILL HOLE, IN THE TOP OF A 3 X 4 FOOT
 LY0658'OUTCROPPING BEDROCK WHICH PROTRUDES ABOUT 5 INCHES.  IT IS ABOUT 27
 LY0658'FEET NORTHEAST OF THE TRIANGULAR BLAZED OAK TREE, 58 FEET
 LY0658'EAST-NORTHEAST OF THE TRIANGULAR BLAZED PINE TREE AND ABOUT 75 FEET
 LY0658'EAST OF THE WITNESS POST AND MARKER.
 LY0658'
 LY0658'REFERENCE MARK 2 IS A STANDARD DISK, CEMENTED IN A DRILL HOLE, IN THE
 LY0658'TOP OF A 8 X 4 FOOT BOULDER WHICH PROTRUDES ABOUT 2 FEET.  IT IS
 LY0658'ABOUT 72 FEET SOUTH-SOUTHWEST OF THE WITNESS POST AND MARKER AND
 LY0658'ABOUT 76 FEET SOUTHWEST OF THE TRIANGULAR BLAZED PINE TREE.
 LY0658'
 LY0658'HEIGHT OF LIGHT ABOVE STATION MARK 21 METERS.
 LY0658
 LY0658                          STATION RECOVERY (1959)
 LY0658
 LY0658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LY0658'9.2 MI NW FROM MILFORD.
 LY0658'0.20 MILE SOUTH WEST ALONG U.S. 6 (HIGH ST.) FROM THE COURT HOUSE
 LY0658'IN MILFORD THENCE 8.45 MILE NORTH WEST ALONG U.S. 6 TO CREST
 LY0658'OF A HILL AND A GRAVEL ROAD SOUTH WEST THENCE 0.5 MILE SOUTH
 LY0658'WEST ON GRAVEL ROAD TO A ROAD JUNCTION KEEP RIGHT FOR ABOUT 0.05
 LY0658'MILE THENCE LEAVE ROAD FOR ABOUT 100 FEET TO CREST OF A SMALL
 LY0658'HILL AND STATION.  SET IN TOP OF BEDROCK WHICH IS ABOUT 2 FEET
 LY0658'BELOW THE GROUND.  IT IS ABOUT 116 FEET SOUTH-SOUTHWEST OF A
 LY0658'GRAVEL TRACK ROAD, 18 FEET NORTH-NORTHWEST OF A 8 INCH TRIANGULAR
 LY0658'BLAZED PINE TREE, 46 FEET WEST-NORTHWEST OF A 6 INCH TRIANGULAR
 LY0658'BLAZED OAK TREE AND 7.7 FEET NORTH-NORTHWEST OF A STANDARD METAL
 LY0658'WITNESS POST AND MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0657 ***********************************************************************
 LY0657  DESIGNATION -  BROOK RM 1
 LY0657  PID         -  LY0657
 LY0657  STATE/COUNTY-  PA/PIKE
 LY0657  USGS QUAD   -  EDGEMERE (1992)
 LY0657
 LY0657                         *CURRENT SURVEY CONTROL
 LY0657  ___________________________________________________________________
 LY0657* NAD 83(1986)-  41 22 08.     (N)    074 56 27.     (W)     SCALED    
 LY0657* NAVD 88     -       461.121  (meters)    1512.86   (feet)  ADJUSTED  
 LY0657  ___________________________________________________________________
 LY0657  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 LY0657  DYNAMIC HT  -         460.912 (meters)    1512.18  (feet)  COMP
 LY0657  MODELED GRAV-     980,154.8   (mgal)                       NAVD 88
 LY0657
 LY0657  VERT ORDER  -  SECOND    CLASS 0
 LY0657
 LY0657.The horizontal coordinates were scaled from a topographic map and have
 LY0657.an estimated accuracy of +/- 6 seconds.
 LY0657
 LY0657.The orthometric height was determined by differential leveling
 LY0657.and adjusted by the National Geodetic Survey in June 1991..
 LY0657
 LY0657.The geoid height was determined by GEOID03.
 LY0657
 LY0657.The dynamic height is computed by dividing the NAVD 88
 LY0657.geopotential number by the normal gravity value computed on the
 LY0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0657.degrees latitude (g = 980.6199 gals.).
 LY0657
 LY0657.The modeled gravity was interpolated from observed gravity values.
 LY0657
 LY0657;                    North         East    Units  Estimated Accuracy
 LY0657;SPC PA N     -   137,320.      834,980.      MT  (+/- 180 meters Scaled)
 LY0657
 LY0657                          SUPERSEDED SURVEY CONTROL
 LY0657
 LY0657  NGVD 29 (??/??/92)  461.294  (m)         1513.43   (f) ADJ UNCH    2 0
 LY0657
 LY0657.Superseded values are not recommended for survey control.
 LY0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0657.See file dsdata.txt to determine how the superseded data were derived.
 LY0657
 LY0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL049797(NAD 83)
 LY0657_MARKER: DS = TRIANGULATION STATION DISK
 LY0657_SETTING: 66 = SET IN ROCK OUTCROP
 LY0657_SP_SET: BEDROCK
 LY0657_STAMPING: BROOK RM 1 1959
 LY0657_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0657+STABILITY: POSITION/ELEVATION WELL
 LY0657
 LY0657  HISTORY     - Date     Condition        Report By
 LY0657  HISTORY     - 1959     MONUMENTED       CGS
 LY0657
 LY0657                          STATION DESCRIPTION
 LY0657
 LY0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY0657'9.2 MI NW FROM MILFORD.
 LY0657'0.20 MILE SOUTH WEST ALONG U.S. 6 (HIGH ST.) FROM THE COURT HOUSE
 LY0657'IN MILFORD THENCE 8.45 MILE NORTH WEST ALONG U.S. 6 TO CREST OF A
 LY0657'HILL AND A GRAVEL ROAD SOUTH WEST THENCE 0.5 MILE SOUTH WEST ON
 LY0657'GRAVEL ROAD TO A ROAD JUNCTION KEEP RIGHT FOR ABOUT 0.05 MILE
 LY0657'THENCE LEAVE ROAD (LEFT) FOR ABOUT 100 FEET TO CREST OF A SMALL
 LY0657'HILL AND RM.  SET IN TOP OF A 3 X 4 FOOT OUTCROPPING BEDROCK
 LY0657'WHICH PROTRUDES 5 INCHES.  IT IS ABOUT 27 FEET NORTHEAST OF THE
 LY0657'TRIANGULAR BLAZED OAK TREE, 58 FEET EAST-NORTHEAST OF THE
 LY0657'TRIANGULAR BLAZED PINE TREE AND ABOUT 75 FEET EAST OF THE WITNESS
 LY0657'POST AND MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0659 ***********************************************************************
 LY0659  DESIGNATION -  BROOK RM 2
 LY0659  PID         -  LY0659
 LY0659  STATE/COUNTY-  PA/PIKE
 LY0659  USGS QUAD   -  EDGEMERE (1992)
 LY0659
 LY0659                         *CURRENT SURVEY CONTROL
 LY0659  ___________________________________________________________________
 LY0659* NAD 83(1986)-  41 22 08.     (N)    074 56 27.     (W)     SCALED    
 LY0659* NAVD 88     -       458.929  (meters)    1505.67   (feet)  ADJUSTED  
 LY0659  ___________________________________________________________________
 LY0659  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 LY0659  DYNAMIC HT  -         458.721 (meters)    1504.99  (feet)  COMP
 LY0659  MODELED GRAV-     980,154.8   (mgal)                       NAVD 88
 LY0659
 LY0659  VERT ORDER  -  SECOND    CLASS 0
 LY0659
 LY0659.The horizontal coordinates were scaled from a topographic map and have
 LY0659.an estimated accuracy of +/- 6 seconds.
 LY0659
 LY0659.The orthometric height was determined by differential leveling
 LY0659.and adjusted by the National Geodetic Survey in June 1991..
 LY0659
 LY0659.The geoid height was determined by GEOID03.
 LY0659
 LY0659.The dynamic height is computed by dividing the NAVD 88
 LY0659.geopotential number by the normal gravity value computed on the
 LY0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0659.degrees latitude (g = 980.6199 gals.).
 LY0659
 LY0659.The modeled gravity was interpolated from observed gravity values.
 LY0659
 LY0659;                    North         East    Units  Estimated Accuracy
 LY0659;SPC PA N     -   137,320.      834,980.      MT  (+/- 180 meters Scaled)
 LY0659
 LY0659                          SUPERSEDED SURVEY CONTROL
 LY0659
 LY0659  NGVD 29 (??/??/92)  459.102  (m)         1506.24   (f) ADJ UNCH    2 0
 LY0659
 LY0659.Superseded values are not recommended for survey control.
 LY0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0659.See file dsdata.txt to determine how the superseded data were derived.
 LY0659
 LY0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL049797(NAD 83)
 LY0659_MARKER: DS = TRIANGULATION STATION DISK
 LY0659_SETTING: 80 = SET IN A BOULDER
 LY0659_SP_SET: BOULDER
 LY0659_STAMPING: BROOK RM 2 1959
 LY0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0659+STABILITY: SURFACE MOTION
 LY0659
 LY0659  HISTORY     - Date     Condition        Report By
 LY0659  HISTORY     - 1959     MONUMENTED       CGS
 LY0659
 LY0659                          STATION DESCRIPTION
 LY0659
 LY0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY0659'9.2 MI NW FROM MILFORD.
 LY0659'0.20 MILE SOUTH WEST ALONG U.S. 6 (HIGH ST.) FROM THE COURT HOUSE
 LY0659'IN MILFORD THENCE 8.45 MILE NORTH WEST ALONG U.S. 6 TO CREST OF
 LY0659'A HILL AND A GRAVEL ROAD SOUTH WEST THENCE 0.5 MILE SOUTH WEST ON
 LY0659'GRAVEL ROAD TO A ROAD JUNCTION KEEP RIGHT FOR ABOUT 0.05 MILE
 LY0659'THENCE LEAVE ROAD (LEFT) FOR ABOUT 100 FEET TO CREST OF A SMALL
 LY0659'HILL AND STATION.  SET IN TOP OF A 8 X 4 FOOT BOULDER WHICH
 LY0659'PROTRUDES 2 FEET.  IT IS 72 FEET SOUTH-SOUTHWEST OF THE WITNESS
 LY0659'POST AND MARKER AND ABOUT 76 FEET SOUTHWEST OF THE TRIANGULAR
 LY0659'BLAZED PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1454 ***********************************************************************
 LZ1454  DESIGNATION -  BROOKLAND
 LZ1454  PID         -  LZ1454
 LZ1454  STATE/COUNTY-  PA/POTTER
 LZ1454  USGS QUAD   -  BROOKLAND (1983)
 LZ1454
 LZ1454                         *CURRENT SURVEY CONTROL
 LZ1454  ___________________________________________________________________
 LZ1454* NAD 83(1986)-  41 49 49.     (N)    077 47 50.     (W)     SCALED    
 LZ1454* NAVD 88     -       546.088  (meters)    1791.62   (feet)  ADJUSTED  
 LZ1454  ___________________________________________________________________
 LZ1454  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 LZ1454  DYNAMIC HT  -         545.850 (meters)    1790.84  (feet)  COMP
 LZ1454  MODELED GRAV-     980,170.0   (mgal)                       NAVD 88
 LZ1454
 LZ1454  VERT ORDER  -  SECOND    CLASS 0
 LZ1454
 LZ1454.The horizontal coordinates were scaled from a topographic map and have
 LZ1454.an estimated accuracy of +/- 6 seconds.
 LZ1454
 LZ1454.The orthometric height was determined by differential leveling
 LZ1454.and adjusted by the National Geodetic Survey in June 1991..
 LZ1454
 LZ1454.The geoid height was determined by GEOID03.
 LZ1454
 LZ1454.The dynamic height is computed by dividing the NAVD 88
 LZ1454.geopotential number by the normal gravity value computed on the
 LZ1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1454.degrees latitude (g = 980.6199 gals.).
 LZ1454
 LZ1454.The modeled gravity was interpolated from observed gravity values.
 LZ1454
 LZ1454;                    North         East    Units  Estimated Accuracy
 LZ1454;SPC PA N     -   184,760.      596,080.      MT  (+/- 180 meters Scaled)
 LZ1454
 LZ1454                          SUPERSEDED SURVEY CONTROL
 LZ1454
 LZ1454  NGVD 29 (??/??/92)  546.207  (m)         1792.01   (f) ADJ UNCH    2 0
 LZ1454
 LZ1454.Superseded values are not recommended for survey control.
 LZ1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1454.See file dsdata.txt to determine how the superseded data were derived.
 LZ1454
 LZ1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM677347(NAD 83)
 LZ1454_MARKER: DD = SURVEY DISK
 LZ1454_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1454_SP_SET: BRIDGE
 LZ1454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1454
 LZ1454  HISTORY     - Date     Condition        Report By
 LZ1454  HISTORY     - UNK      MONUMENTED       PADH
 LZ1454  HISTORY     - 1934     GOOD             NGS
 LZ1454
 LZ1454                          STATION DESCRIPTION
 LZ1454
 LZ1454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1454'11 MI N FROM GALETON.
 LZ1454'11.0 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 LZ1454'GALETON, POTTER COUNTY, AT BROOKLAND, AT STATION 188/47 ON STATE
 LZ1454'HIGHWAY 449, AT 24-FOOT SPAN HIGHWAY BRIDGE 188/59.5, IN THE
 LZ1454'SOUTHEAST WING WALL, 13 FEET EAST OF THE CENTER LINE OF THE
 LZ1454'FINISHED GRADE, AND ABOUT LEVEL WITH THE FINISHED GRADE.  A
 LZ1454'PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2201 ***********************************************************************
 MA2201  DESIGNATION -  BROOKS
 MA2201  PID         -  MA2201
 MA2201  STATE/COUNTY-  PA/CAMERON
 MA2201  USGS QUAD   -  FIRST FORK (1989)
 MA2201
 MA2201                         *CURRENT SURVEY CONTROL
 MA2201  ___________________________________________________________________
 MA2201* NAD 83(1992)-  41 25 44.75759(N)    078 06 30.41900(W)     ADJUSTED  
 MA2201* NAVD 88     -       721.4    (meters)    2367.     (feet)  VERTCON   
 MA2201  ___________________________________________________________________
 MA2201  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 MA2201  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 MA2201
 MA2201  HORZ ORDER  -  SECOND
 MA2201
 MA2201.The horizontal coordinates were established by classical geodetic methods
 MA2201.and adjusted by the National Geodetic Survey in June 2002..
 MA2201
 MA2201.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2201
 MA2201.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2201
 MA2201.The geoid height was determined by GEOID03.
 MA2201
 MA2201;                    North         East     Units Scale Factor Converg.
 MA2201;SPC PA N     -   140,260.044   570,039.579   MT  0.99995686   -0 14 13.7
 MA2201;SPC PA N     -   460,169.83  1,870,204.85   sFT  0.99995686   -0 14 13.7
 MA2201;UTM  17      - 4,590,428.942   741,612.765   MT  1.00031848   +1 54 51.3
 MA2201
 MA2201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2201!SPC PA N     -   0.99989189  x   0.99995686  =   0.99984876
 MA2201!UTM  17      -   0.99989189  x   1.00031848  =   1.00021034
 MA2201
 MA2201|---------------------------------------------------------------------|
 MA2201| PID    Reference Object                     Distance      Geod. Az  |
 MA2201|                                                           dddmmss.s |
 MA2201| CJ8157 BROOKS RM 1                          28.936 METERS 01051     |
 MA2201| MA2200 BROOKS USGS 1968                     18.941 METERS 18649     |
 MA2201| MA2232 WHITTIMORE                          APPROX.13.9 KM 2943522.6 |
 MA2201|---------------------------------------------------------------------|
 MA2201
 MA2201                          SUPERSEDED SURVEY CONTROL
 MA2201
 MA2201  NAD 83(1986)-  41 25 44.75670(N)    078 06 30.42030(W) AD(       ) 2
 MA2201  NAD 27      -  41 25 44.52728(N)    078 06 31.40675(W) AD(       ) 2
 MA2201  NGVD 29 (07/19/86)  721.5    (m)         2367.     (f) VERT ANG       
 MA2201
 MA2201.Superseded values are not recommended for survey control.
 MA2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2201.See file dsdata.txt to determine how the superseded data were derived.
 MA2201
 MA2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF4161390429(NAD 83)
 MA2201_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2201
 MA2201  HISTORY     - Date     Condition        Report By
 MA2201  HISTORY     - 1968     MONUMENTED       CGS
 MA2201
 MA2201                          STATION DESCRIPTION
 MA2201
 MA2201'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA2201'THE STATION IS LOCATED ABOUT 8.5 MILES SOUTHEAST OF EMPORIUM, 6.5
 MA2201'MILES NORTH OF DRIFTWOOD AND 5 MILES EAST OF STERLING RUN.  IT IS ON
 MA2201'A HIGH WOODED RIDGE, JUST NORTH OF THE BROOKS LOOKOUT TOWER.
 MA2201'
 MA2201'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 120 AND STATE
 MA2201'HIGHWAY 555, IN DRIFTWOOD, GO NORTHWEST ON U.S.  HIGHWAY 120 FOR
 MA2201'4.0 MILES TO A SIDE ROAD AND SIGN GROVE HILL ROAD, RIDGE ROAD ON THE
 MA2201'RIGHT, TURN RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 3.2 MILES
 MA2201'TO A FORK AND A WHITE BUILDING ON THE LEFT, TAKE THE LEFT FORK AND GO
 MA2201'NORTH ON THE GRAVELED ROAD FOR 2.4 MILES TO A FORK, TURN RIGHT
 MA2201'AND THEN LEFT AND GO 0.05 MILE TO A LOCKED GATE, PASS THROUGH GATE
 MA2201'AND GO NORTH ON THE GRAVELED ROAD FOR 1.0 MILE TO THE LOOKOUT TOWER
 MA2201'AND THE STATION.
 MA2201'
 MA2201'THE STATION MARK IS 57 FEET NORTH-NORTHEAST OF THE NORTHWEST LEG OF
 MA2201'THE LOOKOUT TOWER, 24 FEET EAST OF THE APPROXIMATE CENTER OF THE
 MA2201'TRACK ROAD AND 5.2 FEET EAST OF A METAL WITNESS POST.  THE MARK IS A
 MA2201'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING
 MA2201'4 INCHES AND IS STAMPED BROOKS 1968.
 MA2201'
 MA2201'REFERENCE MARK NO. 1 IS 59 FEET EAST OF THE SOUTHEAST CORNER OF A
 MA2201'WHITE BUILDING, 35 FEET EAST-SOUTHEAST OF THE APPROXIMATE
 MA2201'CENTER OF A TRACK ROAD AND 6 FEET SOUTHWEST OF A 6-INCH TRIANGULAR
 MA2201'BLAZED TREE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 MA2201'CONCRETE POST PROJECTING 5 INCHES AND IS STAMPED BROOKS NO 1 1968.
 MA2201'
 MA2201'BROOKS (USGS) IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET IN THE
 MA2201'CENTER OF THE LOOKOUT TOWER.  IT IS SET IN THE TOP OF A SQUARE
 MA2201'CONCRETE POST PROJECTING 3 INCHES AND IS STAMPED BROOKS 1934.
 MA2201'
 MA2201'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 MA2201'
 MA2201'NOTE- A TAPED TRAVERSE CONNECTION WAS MADE TO BROOKS (USGS) AND LOT,
 MA2201'THE DISTANCE BEING 18.9426 METERS.
 MA2201'
 MA2201'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2200 ***********************************************************************
 MA2200  DESIGNATION -  BROOKS USGS 1968
 MA2200  PID         -  MA2200
 MA2200  STATE/COUNTY-  PA/CAMERON
 MA2200  USGS QUAD   -  FIRST FORK (1989)
 MA2200
 MA2200                         *CURRENT SURVEY CONTROL
 MA2200  ___________________________________________________________________
 MA2200* NAD 83(1992)-  41 25 44.14797(N)    078 06 30.51578(W)     ADJUSTED  
 MA2200* NAVD 88     -       722.     (meters)    2369.     (feet)  VERTCON   
 MA2200  ___________________________________________________________________
 MA2200  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 MA2200  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 MA2200
 MA2200  HORZ ORDER  -  SECOND
 MA2200
 MA2200.The horizontal coordinates were established by classical geodetic methods
 MA2200.and adjusted by the National Geodetic Survey in June 2002..
 MA2200
 MA2200.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2200
 MA2200.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2200
 MA2200.The geoid height was determined by GEOID03.
 MA2200
 MA2200;                    North         East     Units Scale Factor Converg.
 MA2200;SPC PA N     -   140,241.248   570,037.255   MT  0.99995686   -0 14 13.7
 MA2200;SPC PA N     -   460,108.16  1,870,197.23   sFT  0.99995686   -0 14 13.7
 MA2200;UTM  17      - 4,590,410.065   741,611.147   MT  1.00031847   +1 54 51.2
 MA2200
 MA2200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2200!SPC PA N     -   0.99989181  x   0.99995686  =   0.99984868
 MA2200!UTM  17      -   0.99989181  x   1.00031847  =   1.00021025
 MA2200
 MA2200:                Primary Azimuth Mark                     Grid Az
 MA2200:SPC PA N     -  UPPER                                    181 48 56.8
 MA2200:UTM  17      -  UPPER                                    179 39 51.9
 MA2200
 MA2200|---------------------------------------------------------------------|
 MA2200| PID    Reference Object                     Distance      Geod. Az  |
 MA2200|                                                           dddmmss.s |
 MA2200| MA2209 UPPER                               APPROX.23.1 KM 1813443.1 |
 MA2200|---------------------------------------------------------------------|
 MA2200
 MA2200                          SUPERSEDED SURVEY CONTROL
 MA2200
 MA2200  NAD 83(1986)-  41 25 44.14714(N)    078 06 30.51707(W) AD(       ) 2
 MA2200  NAD 27      -  41 25 43.91765(N)    078 06 31.50353(W) AD(       ) 2
 MA2200  NGVD 29 (07/19/86)  722.     (m)         2369.     (f) VERT ANG       
 MA2200
 MA2200.Superseded values are not recommended for survey control.
 MA2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2200.See file dsdata.txt to determine how the superseded data were derived.
 MA2200
 MA2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF4161190410(NAD 83)
 MA2200
 MA2200  HISTORY     - Date     Condition        Report By
 MA2200  HISTORY     - 1968     MONUMENTED       CGS
 MA2200
 MA2200                          STATION DESCRIPTION
 MA2200
 MA2200'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA2200'THE STATION IS LOCATED ABOUT 8.5 MILES SOUTHEAST OF EMPORIUM, 6.5
 MA2200'MILES NORTH OF DRIFTWOOD AND 5 MILES EAST OF STERLING RUN.
 MA2200'
 MA2200'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BROOKS THE
 MA2200'DISTANCE BEING 18.9426 METERS (62.148 FEET).  THE MARK IS A
 MA2200'STANDARD U.S. GEOLOGICAL SURVEY DISK, SET IN THE CENTER OF THE BROOKS
 MA2200'LOOKOUT TOWER, SET IN THE TOP OF A SQUARE CONCRETE POST
 MA2200'PROJECTING 3 INCHES AND IS STAMPED BROOKS 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1147 ***********************************************************************
 LZ1147  DESIGNATION -  BROOKSIDE
 LZ1147  PID         -  LZ1147
 LZ1147  STATE/COUNTY-  PA/LYCOMING
 LZ1147  USGS QUAD   -  ENGLISH CENTER (1973)
 LZ1147
 LZ1147                         *CURRENT SURVEY CONTROL
 LZ1147  ___________________________________________________________________
 LZ1147* NAD 83(1986)-  41 23 31.     (N)    077 15 13.     (W)     SCALED    
 LZ1147* NAVD 88     -       385.981  (meters)    1266.34   (feet)  ADJUSTED  
 LZ1147  ___________________________________________________________________
 LZ1147  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 LZ1147  DYNAMIC HT  -         385.804 (meters)    1265.76  (feet)  COMP
 LZ1147  MODELED GRAV-     980,153.4   (mgal)                       NAVD 88
 LZ1147
 LZ1147  VERT ORDER  -  SECOND    CLASS 0
 LZ1147
 LZ1147.The horizontal coordinates were scaled from a topographic map and have
 LZ1147.an estimated accuracy of +/- 6 seconds.
 LZ1147
 LZ1147.The orthometric height was determined by differential leveling
 LZ1147.and adjusted by the National Geodetic Survey in June 1991..
 LZ1147
 LZ1147.The geoid height was determined by GEOID03.
 LZ1147
 LZ1147.The dynamic height is computed by dividing the NAVD 88
 LZ1147.geopotential number by the normal gravity value computed on the
 LZ1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1147.degrees latitude (g = 980.6199 gals.).
 LZ1147
 LZ1147.The modeled gravity was interpolated from observed gravity values.
 LZ1147
 LZ1147;                    North         East    Units  Estimated Accuracy
 LZ1147;SPC PA N     -   136,190.      641,510.      MT  (+/- 180 meters Scaled)
 LZ1147
 LZ1147                          SUPERSEDED SURVEY CONTROL
 LZ1147
 LZ1147  NGVD 29 (??/??/92)  386.173  (m)         1266.97   (f) ADJ UNCH    2 0
 LZ1147
 LZ1147.Superseded values are not recommended for survey control.
 LZ1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1147.See file dsdata.txt to determine how the superseded data were derived.
 LZ1147
 LZ1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL115847(NAD 83)
 LZ1147_MARKER: DD = SURVEY DISK
 LZ1147_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1147_SP_SET: BRIDGE
 LZ1147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1147
 LZ1147  HISTORY     - Date     Condition        Report By
 LZ1147  HISTORY     - UNK      MONUMENTED       PADH
 LZ1147  HISTORY     - 1935     GOOD             NGS
 LZ1147
 LZ1147                          STATION DESCRIPTION
 LZ1147
 LZ1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ1147'AT BROOKSIDE.
 LZ1147'AT BROOKSIDE, LYCOMING COUNTY, ON STATE HIGHWAY 84, ABOUT 200
 LZ1147'FEET NORTH OF THE JUNCTION OF STATE HIGHWAY 184, AT STATION
 LZ1147'02+35, AT A 10-FOOT SPAN CONCRETE BRIDGE OVER A STREAM, IN THE
 LZ1147'TOP OF THE NORTHWEST CONCRETE WING WALL, 16 FEET WEST OF THE
 LZ1147'CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE
 LZ1147'ROADWAY.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3158 ***********************************************************************
 KW3158  DESIGNATION -  BROOKSIDE
 KW3158  PID         -  KW3158
 KW3158  STATE/COUNTY-  PA/SCHUYLKILL
 KW3158  USGS QUAD   -  TOWER CITY (1974)
 KW3158
 KW3158                         *CURRENT SURVEY CONTROL
 KW3158  ___________________________________________________________________
 KW3158* NAD 83(1992)-  40 35 55.14706(N)    076 35 19.73823(W)     ADJUSTED  
 KW3158* NAVD 88     -       544.     (meters)    1785.     (feet)  SCALED    
 KW3158  ___________________________________________________________________
 KW3158  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 KW3158  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 KW3158
 KW3158  HORZ ORDER  -  FIRST
 KW3158
 KW3158.The horizontal coordinates were established by classical geodetic methods
 KW3158.and adjusted by the National Geodetic Survey in June 2002..
 KW3158
 KW3158.The orthometric height was scaled from a topographic map.
 KW3158
 KW3158.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3158
 KW3158.The geoid height was determined by GEOID03.
 KW3158
 KW3158;                    North         East     Units Scale Factor Converg.
 KW3158;SPC PA S     -   141,141.641   698,280.137   MT  0.99996282   +0 45 12.1
 KW3158;SPC PA S     -   463,062.20  2,290,940.75   sFT  0.99996282   +0 45 12.1
 KW3158;SPC PA N     -    48,633.200   698,289.392   MT  1.00005813   +0 46 05.4
 KW3158;SPC PA N     -   159,557.42  2,290,971.11   sFT  1.00005813   +0 46 05.4
 KW3158;UTM  18      - 4,495,418.292   365,568.213   MT  0.99982245   -1 02 02.7
 KW3158
 KW3158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3158!SPC PA S     -   0.99992001  x   0.99996282  =   0.99988283
 KW3158!SPC PA N     -   0.99992001  x   1.00005813  =   0.99997813
 KW3158!UTM  18      -   0.99992001  x   0.99982245  =   0.99974247
 KW3158
 KW3158|---------------------------------------------------------------------|
 KW3158| PID    Reference Object                     Distance      Geod. Az  |
 KW3158|                                                           dddmmss.s |
 KW3158| CB3656 BROOKSIDE RM 1                       24.666 METERS 10459     |
 KW3158| CB3657 BROOKSIDE RM 2                       22.840 METERS 22221     |
 KW3158| KW3160 BROAD                               APPROX.18.4 KM 2402624.8 |
 KW3158|---------------------------------------------------------------------|
 KW3158
 KW3158                          SUPERSEDED SURVEY CONTROL
 KW3158
 KW3158  NAD 83(1986)-  40 35 55.14374(N)    076 35 19.74048(W) AD(       ) 1
 KW3158  NAD 27      -  40 35 54.82780(N)    076 35 20.88570(W) AD(       ) 1
 KW3158
 KW3158.Superseded values are not recommended for survey control.
 KW3158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3158.See file dsdata.txt to determine how the superseded data were derived.
 KW3158
 KW3158_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK6556895418(NAD 83)
 KW3158_MARKER: DS = TRIANGULATION STATION DISK
 KW3158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3158
 KW3158  HISTORY     - Date     Condition        Report By
 KW3158  HISTORY     - 1934     MONUMENTED       CGS
 KW3158
 KW3158                          STATION DESCRIPTION
 KW3158
 KW3158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 KW3158'THIS IS A FIRST-ORDER STATION LOCATED 2 MILES NW OF TOWER CITY, PA.,
 KW3158'AT THE END OF A VERY DIM TRAIL.  A FOOT PATH CONTINUES ON FROM
 KW3158'HERE OVER THE MOUNTAIN.  THE MARK IS SET IN THE PATH AND IS COVERED
 KW3158'WITH A PILE OF STONES AND CAN BE EASILY FOUND.  IT IS ABOUT 7 FEET
 KW3158'LOWER THAN THE TOP OF THE MOUNTAIN.  THE TOP IS TO THE S ABOUT 200
 KW3158'FEET.  THE MARK PROJECTS 5 INCHES AND IS 1- BY 1-FOOT SQUARE
 KW3158'CONCRETE BLOCK.
 KW3158'
 KW3158'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 KW3158'UNDERGROUND MARK IS IN A BEDROCK.
 KW3158'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 KW3158'HOLES IN BOULDERS.
 KW3158'
 KW3158'REFERENCE MARK NO. 1 IS LOCATED 24.666 METERS E OF THE STATION, 3.83
 KW3158'METERS (12.6 FEET) SE OF AN 8-INCH OAK TREE THAT HAS A RIGHT ANGLE
 KW3158'BEND IN ITS TRUNK ABOUT 6 FEET ABOVE THE GROUND, 4.1 METERS (13 FEET)
 KW3158'NW OF A 10-INCH OAK TREE.  MARK IS SET IN A 1- BY 5-FOOT ROCK LEDGE
 KW3158'THAT PROJECTS 5 INCHES ABOVE THE GROUND.
 KW3158'
 KW3158'REFERENCE MARK NO. 2 IS LOCATED 22.840 METERS S OF THE STATION, 2
 KW3158'FEET SW OF A 10-INCH OAK TREE AND IS MARKED BY A PILE OF ROCKS SET
 KW3158'ONE ABOVE ANOTHER.  MARK IS SET IN A SMALL OVAL-SHAPED ROCK ABOUT 1
 KW3158'FOOT OVER ALL.
 KW3158'
 KW3158'TO REACH STATION FROM TOWER CITY, GO TO THE BROOKSIDE COLLIERY SIGN
 KW3158'IN THE E END OF TOWER CITY.  TURN N UP THE MOUNTAIN OPPOSITE THE
 KW3158'CHEVROLET GARAGE AND GO TO THE COLLIERY.  LEAVE THE TRUCK HERE AND GO
 KW3158'TO THE BREAKER HOUSE.  JUST W OF THE BREAKER HOUSE THERE IS A FOOT
 KW3158'PATH UP THE MOUNTAIN.  FOLLOW THIS PATH FOR 100 YARDS TO A JUNCTION
 KW3158'WITH A ROAD, TURN LEFT ON THIS ROAD AND FOLLOW IT TO THE TOP OF THE
 KW3158'MOUNTAIN, A DISTANCE OF ABOUT 200 YARDS TO A T-TRAIL TO THE LEFT AND
 KW3158'A SIGN PIPE LINE 2.5 MILES.  TURN LEFT AND GO TO THE FIRST TRAIL
 KW3158'LEFT, ABOUT 1.0 MILE.  TURN LEFT AND GO ABOUT 0.7 MILE TO THE
 KW3158'STATION IN THE MIDDLE OF THE TRAIL.  THIS IS LOCALLY KNOWN AS THE OLD
 KW3158'COACH ROAD OVER THE MOUNTAIN AND THE TRAIL IS EASILY FOLLOWED.
 KW3158'PACKING TIME FROM THE BREAKERS IS 1 HOUR LOADED.
 KW3158'
 KW3158'NO CUT-INS VISIBLE FROM GROUND.
 KW3158'
 KW3158'A 37-FOOT TOWER WILL CLEAR ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1034 ***********************************************************************
 MA1034  DESIGNATION -  BROOKVILLE
 MA1034  PID         -  MA1034
 MA1034  STATE/COUNTY-  PA/JEFFERSON
 MA1034  USGS QUAD   -  BROOKVILLE (1969)
 MA1034
 MA1034                         *CURRENT SURVEY CONTROL
 MA1034  ___________________________________________________________________
 MA1034* NAD 83(1986)-  41 09 24.     (N)    079 04 44.     (W)     SCALED    
 MA1034* NAVD 88     -       370.591  (meters)    1215.85   (feet)  ADJUSTED  
 MA1034  ___________________________________________________________________
 MA1034  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 MA1034  DYNAMIC HT  -         370.419 (meters)    1215.28  (feet)  COMP
 MA1034  MODELED GRAV-     980,149.3   (mgal)                       NAVD 88
 MA1034
 MA1034  VERT ORDER  -  SECOND    CLASS 0
 MA1034
 MA1034.The horizontal coordinates were scaled from a topographic map and have
 MA1034.an estimated accuracy of +/- 6 seconds.
 MA1034
 MA1034.The orthometric height was determined by differential leveling
 MA1034.and adjusted by the National Geodetic Survey in June 1991..
 MA1034
 MA1034.The geoid height was determined by GEOID03.
 MA1034
 MA1034.The dynamic height is computed by dividing the NAVD 88
 MA1034.geopotential number by the normal gravity value computed on the
 MA1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1034.degrees latitude (g = 980.6199 gals.).
 MA1034
 MA1034.The modeled gravity was interpolated from observed gravity values.
 MA1034
 MA1034;                    North         East    Units  Estimated Accuracy
 MA1034;SPC PA N     -   110,800.      488,470.      MT  (+/- 180 meters Scaled)
 MA1034
 MA1034                          SUPERSEDED SURVEY CONTROL
 MA1034
 MA1034  NGVD 29 (??/??/92)  370.732  (m)         1216.31   (f) ADJ UNCH    2 0
 MA1034
 MA1034.Superseded values are not recommended for survey control.
 MA1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1034.See file dsdata.txt to determine how the superseded data were derived.
 MA1034
 MA1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF611579(NAD 83)
 MA1034_MARKER: DB = BENCH MARK DISK
 MA1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1034_SP_SET: STONE
 MA1034_STAMPING: BROOKVILLE 1935
 MA1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1034+STABILITY: SURFACE MOTION
 MA1034
 MA1034  HISTORY     - Date     Condition        Report By
 MA1034  HISTORY     - 1935     MONUMENTED       CGS
 MA1034  HISTORY     - 1958     GOOD             NGS
 MA1034  HISTORY     - 1977     GOOD             NGS
 MA1034
 MA1034                          STATION DESCRIPTION
 MA1034
 MA1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MA1034'AT BROOKVILLE.
 MA1034'AT BROOKVILLE, JEFFERSON COUNTY, AT THE BROOKVILLE PARK
 MA1034'AUDITORIUM, IN THE TOP OF THE NORTHEAST END OF A STONE RAIL, 4
 MA1034'FEET SOUTHEAST OF THE CENTER OF THE SOUTHEAST ENTRANCE, 30 FEET
 MA1034'NORTHEAST OF THE CENTER LINE OF A DIRT ROAD, AND ABOUT 3 FEET
 MA1034'ABOVE GROUND.  A STANDARD DISK, STAMPED BROOKVILLE 1935.
 MA1034
 MA1034                          STATION RECOVERY (1977)
 MA1034
 MA1034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 MA1034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1911 ***********************************************************************
 MA1911  DESIGNATION -  BROOKVILLE CATHOLIC CH SPIRE
 MA1911  PID         -  MA1911
 MA1911  STATE/COUNTY-  PA/JEFFERSON
 MA1911  USGS QUAD   -  BROOKVILLE (1969)
 MA1911
 MA1911                         *CURRENT SURVEY CONTROL
 MA1911  ___________________________________________________________________
 MA1911* NAD 83(1992)-  41 09 36.67529(N)    079 04 36.53152(W)     ADJUSTED  
 MA1911* NAVD 88     -                                                        
 MA1911  ___________________________________________________________________
 MA1911  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 MA1911  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 MA1911
 MA1911  HORZ ORDER  -  THIRD
 MA1911
 MA1911.The horizontal coordinates were established by classical geodetic methods
 MA1911.and adjusted by the National Geodetic Survey in June 2002..
 MA1911
 MA1911
 MA1911.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1911
 MA1911.The geoid height was determined by GEOID03.
 MA1911
 MA1911;                    North         East     Units Scale Factor Converg.
 MA1911;SPC PA N     -   111,186.957   488,646.983   MT  0.99996687   -0 52 39.9
 MA1911;SPC PA N     -   364,785.87  1,603,169.31   sFT  0.99996687   -0 52 39.9
 MA1911;SPC PA S     -   203,690.961   488,639.101   MT  1.00003615   -0 51 39.0
 MA1911;SPC PA S     -   668,276.09  1,603,143.45   sFT  1.00003615   -0 51 39.0
 MA1911;UTM  17      - 4,558,322.332   661,354.747   MT  0.99992043   +1 15 57.8
 MA1911
 MA1911                          SUPERSEDED SURVEY CONTROL
 MA1911
 MA1911  NAD 83(1986)-  41 09 36.67651(N)    079 04 36.53459(W) AD(       ) 4
 MA1911  NAD 27      -  41 09 36.44400(N)    079 04 37.40500(W) AD(       ) 3
 MA1911
 MA1911.Superseded values are not recommended for survey control.
 MA1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1911.See file dsdata.txt to determine how the superseded data were derived.
 MA1911
 MA1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF6135558322(NAD 83)
 MA1911
 MA1911  HISTORY     - Date     Condition        Report By
 MA1911  HISTORY     - 1958     MONUMENTED       CGS
 MA1911
 MA1911                          STATION DESCRIPTION
 MA1911
 MA1911'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 MA1911'THE STATION IS THE CROSS ATOP THE SPIRE OF THE CHURCH WHICH IS
 MA1911'LOCATED IN THE WESTERLY PART OF BROOKVILLE AT SUMMIT STREET AND
 MA1911'GRAHAM AVENUE.
 MA1911'
 MA1911'THE CHURCH IS BUILT OF RED BRICK AND IS APPROXIMATELY 100 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1919 ***********************************************************************
 MA1919  DESIGNATION -  BROOKVILLE NW MUN WATER TANK
 MA1919  PID         -  MA1919
 MA1919  STATE/COUNTY-  PA/JEFFERSON
 MA1919  USGS QUAD   -  BROOKVILLE (1969)
 MA1919
 MA1919                         *CURRENT SURVEY CONTROL
 MA1919  ___________________________________________________________________
 MA1919* NAD 83(1992)-  41 10 05.20927(N)    079 05 34.75119(W)     ADJUSTED  
 MA1919* NAVD 88     -                                                        
 MA1919  ___________________________________________________________________
 MA1919  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 MA1919  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 MA1919
 MA1919  HORZ ORDER  -  THIRD
 MA1919
 MA1919.The horizontal coordinates were established by classical geodetic methods
 MA1919.and adjusted by the National Geodetic Survey in June 2002..
 MA1919
 MA1919
 MA1919.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1919
 MA1919.The geoid height was determined by GEOID03.
 MA1919
 MA1919;                    North         East     Units Scale Factor Converg.
 MA1919;SPC PA N     -   112,087.991   487,303.492   MT  0.99996626   -0 53 18.4
 MA1919;SPC PA N     -   367,742.02  1,598,761.54   sFT  0.99996626   -0 53 18.4
 MA1919;UTM  17      - 4,559,172.434   659,978.556   MT  0.99991499   +1 15 20.1
 MA1919
 MA1919                          SUPERSEDED SURVEY CONTROL
 MA1919
 MA1919  NAD 83(1986)-  41 10 05.21049(N)    079 05 34.75423(W) AD(       ) 4
 MA1919  NAD 27      -  41 10 04.97592(N)    079 05 35.62444(W) AD(       ) 3
 MA1919
 MA1919.Superseded values are not recommended for survey control.
 MA1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1919.See file dsdata.txt to determine how the superseded data were derived.
 MA1919
 MA1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF5997959172(NAD 83)
 MA1919_MARKER: 53 = ELEVATED TANK
 MA1919
 MA1919  HISTORY     - Date     Condition        Report By
 MA1919  HISTORY     - 1977     FIRST OBSERVED   NGS
 MA1919
 MA1919                          STATION DESCRIPTION
 MA1919
 MA1919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MA1919'THE STATION IS LOCATED ON A LOW HILL ABOUT 1 MILE NORTHWEST OF
 MA1919'BROOKVILLE, ABOUT 0.25 MILE SOUTHEAST OF THE INTERSECTION OF
 MA1919'INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 36 (EXIT 13) AND ABOUT
 MA1919'100 YARDS SOUTH OF HIGHWAY 80.
 MA1919'
 MA1919'THE STATION IS THE VENT ATOP THE 200 FOOT HIGH GREEN, SELF
 MA1919'SUPPORTED WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2385 ***********************************************************************
 MA2385  DESIGNATION -  BROOKVILLE RESET
 MA2385  PID         -  MA2385
 MA2385  STATE/COUNTY-  PA/JEFFERSON
 MA2385  USGS QUAD   -  BROOKVILLE (1969)
 MA2385
 MA2385                         *CURRENT SURVEY CONTROL
 MA2385  ___________________________________________________________________
 MA2385* NAD 83(1992)-  41 08 39.04744(N)    079 05 18.58141(W)     ADJUSTED  
 MA2385* NAVD 88     -       370.57   (+/-2cm)    1215.8    (feet)  VERTCON   
 MA2385  ___________________________________________________________________
 MA2385  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 MA2385  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 MA2385
 MA2385  HORZ ORDER  -  SECOND
 MA2385  VERT ORDER  -  THIRD ? (See Below)
 MA2385
 MA2385.The horizontal coordinates were established by classical geodetic methods
 MA2385.and adjusted by the National Geodetic Survey in June 2002..
 MA2385
 MA2385.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2385.The vertical order pertains to the NGVD 29 superseded value.
 MA2385
 MA2385.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2385
 MA2385.The geoid height was determined by GEOID03.
 MA2385
 MA2385;                    North         East     Units Scale Factor Converg.
 MA2385;SPC PA N     -   109,424.542   487,639.299   MT  0.99996815   -0 53 07.7
 MA2385;SPC PA N     -   359,003.68  1,599,863.27   sFT  0.99996815   -0 53 07.7
 MA2385;SPC PA S     -   201,928.129   487,631.873   MT  1.00003273   -0 52 06.3
 MA2385;SPC PA S     -   662,492.54  1,599,838.90   sFT  1.00003273   -0 52 06.3
 MA2385;UTM  17      - 4,556,523.547   660,413.737   MT  0.99991671   +1 15 28.6
 MA2385
 MA2385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2385!SPC PA N     -   0.99994698  x   0.99996815  =   0.99991513
 MA2385!SPC PA S     -   0.99994698  x   1.00003273  =   0.99997971
 MA2385!UTM  17      -   0.99994698  x   0.99991671  =   0.99986369
 MA2385
 MA2385|---------------------------------------------------------------------|
 MA2385| PID    Reference Object                     Distance      Geod. Az  |
 MA2385|                                                           dddmmss.s |
 MA2385| CX3312 BROOKVILLE RM 1                      27.981 METERS 03919     |
 MA2385| MA1918 AIRWAY BCN 45 MI S BROOKVILLE         6.933 METERS 06818     |
 MA2385| CX3311 BROOKVILLE AZ MK                                   2102953.2 |
 MA2385| CX3313 BROOKVILLE RM 2                      23.842 METERS 31622     |
 MA2385|---------------------------------------------------------------------|
 MA2385
 MA2385                          SUPERSEDED SURVEY CONTROL
 MA2385
 MA2385  NAD 83(1986)-  41 08 39.04879(N)    079 05 18.58437(W) AD(       ) 2
 MA2385  NAD 27      -  41 08 38.81460(N)    079 05 19.45540(W) AD(       ) 2
 MA2385  NGVD 29 (07/19/86)  370.73   (m)         1216.3    (f) LEVELING    3  
 MA2385
 MA2385.Superseded values are not recommended for survey control.
 MA2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2385.See file dsdata.txt to determine how the superseded data were derived.
 MA2385
 MA2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF6041456524(NAD 83)
 MA2385_MARKER: DS = TRIANGULATION STATION DISK
 MA2385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2385_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MA2385
 MA2385  HISTORY     - Date     Condition        Report By
 MA2385  HISTORY     - 1977     MONUMENTED       NGS
 MA2385
 MA2385                          STATION DESCRIPTION
 MA2385
 MA2385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MA2385'NO OTHER OBJECTS V.G.
 MA2385'
 MA2385'AZIMUTH MARK NOW OBSTRUCTED.
 MA2385'
 MA2385'THE STATION SUB-SURFACE DISK, REFERENCE MARK ONE, REFERENCE MARK TWO
 MA2385'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 MA2385'THE STATION SURFACE DISK WAS FOUND DESTROYED.  THE AZIMUTH MARK IS
 MA2385'NOW OBSTRUCTED BY A LARGE NEWLY CONSTRUCTED BUILDING.  A NEW
 MA2385'STATION SURFACE DISK WAS SET DIRECTLY OVER THE OLD SUB-SURFACE
 MA2385'DISK.  THE AIRWAY BEACON NUMBER 45 HAS BEEN DESTROYED.  A
 MA2385'SHORTER DISTANCE OF 0.18 FEET OF 0.058 METER WAS NOTED TO
 MA2385'REFERENCE MARK ONE.  A SHORTER DISTANCE OF 0.17 FOOT OR 0.053 METER
 MA2385'WAS NOTED TO REFERENCE MARK TWO.  IT IS BELIEVED THE 1958
 MA2385'MEASUREMENTS WERE A SLOPE DISTANCE.  THE ANGLE BETWEEN THE
 MA2385'REFERENCE MARKS CHECKED ONE MINUTE AND 22 SECONDS.
 MA2385'
 MA2385'A COMPLETE NEW DESCRIPTION FOLLOWS.
 MA2385'
 MA2385'THE STATION IS LOCATED ON A HIGH HILL ABOUT 5 MILES SOUTHEAST OF
 MA2385'CORSICA, 3-1/2 MILES SOUTHWEST OF BROOKVILLE AND ON ROSE TOWNSHIP
 MA2385'PROPERTY.
 MA2385'
 MA2385'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 322 AND STATE
 MA2385'HIGHWAYS 28 AND 36 IN BROOKVILLE, GO SOUTH ON STATE HIGHWAY 36 FOR
 MA2385'1.15 MILE TO THE STATION ON THE LEFT, JUST NORTHEAST OF THE ROSE
 MA2385'TOWNSHIP GARAGE.
 MA2385'
 MA2385'THE SURFACE MARK IS A STANDARD DISK STAMPED BROOKVILLE 1958 1977, SET
 MA2385'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS 10-INCHES
 MA2385'BELOW THE SURFACE.  THE SUB-SURFACE DISK IS STAMPED BROOKVILLE
 MA2385'1958, SET IN A 8-INCH MASS OF CONCRETE 3-1/2 FEET BELOW THE
 MA2385'SURFACE.  THEY ARE 138 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 MA2385'THE ROSE TOWNSHIP GARAGE, 107 FEET SOUTHEAST OF THE CENTER OF
 MA2385'STATE HIGHWAY 36, 79 FEET SOUTHEAST OF A POWERLINE POLE NUMBERED BSY
 MA2385'18, AND 1.8 FEET NORTHEAST OF A WITNESS POST.
 MA2385'
 MA2385'REFERENCE MARK ONE IS A STANDARD DISK STAMPED BROOKVILLE NO 1 1958
 MA2385'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 MA2385'3-INCHES.  IT IS 230 FEET NORTHEAST OF THE NORTHEAST CORNER OF ROSE
 MA2385'TOWNSHIP GARAGE, 120 FEET EAST OF THE POWERLINE POLE NUMBERED BSY
 MA2385'18, AND 94 FEET NORTHEAST OF THE WITNESS POST.
 MA2385'
 MA2385'REFERENCE MARK TWO IS A STANDARD DISK STAMPED BROOKVILLE NO 31977
 MA2385'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 MA2385'3-INCHES.  IT IS 79 FEET NORTHEAST OF THE WITNESS POST, 28 FEET
 MA2385'SOUTHEAST OF THE CENTER OF STATE HIGHWAY 36, 8 FEET NORTHEAST OF
 MA2385'THE POWERLINE POLE NUMBERED BSY 18, AND 1.5 FEET NORTHEAST OF A 4 X
 MA2385'4 WOOD WITNESS POST.
 MA2385'
 MA2385'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BROOKVILLE 1958 SET IN
 MA2385'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 MA2385'4-INCHES.  IT IS 30 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY
 MA2385'36, 18.5 FEET NORTHWEST OF THE CENTER OF HAYES ROAD, 10.3 FEET
 MA2385'SOUTH OF A POWERLINE POLE NUMBERED B 3512, AND 3 FEET SOUTHEAST OF
 MA2385'A WITNESS POST.
 MA2385'
 MA2385'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON STATE
 MA2385'HIGHWAY 36 FOR 0.55 MILE TO HAYES ROAD ON THE LEFT AND THE MARK ON
 MA2385'THE LEFT.
 MA2385'
 MA2385'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 MA2385'SOUTHWEST OF BROOKVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3144 ***********************************************************************
 KW3144  DESIGNATION -  BROPPS
 KW3144  PID         -  KW3144
 KW3144  STATE/COUNTY-  PA/MONTOUR
 KW3144  USGS QUAD   -  DANVILLE (1994)
 KW3144
 KW3144                         *CURRENT SURVEY CONTROL
 KW3144  ___________________________________________________________________
 KW3144* NAD 83(1992)-  40 59 12.86668(N)    076 34 08.61402(W)     ADJUSTED  
 KW3144* NAVD 88     -       391.1    (meters)    1283.     (feet)  VERTCON   
 KW3144  ___________________________________________________________________
 KW3144  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 KW3144  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KW3144
 KW3144  HORZ ORDER  -  FIRST
 KW3144
 KW3144.The horizontal coordinates were established by classical geodetic methods
 KW3144.and adjusted by the National Geodetic Survey in June 2002..
 KW3144
 KW3144.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW3144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW3144
 KW3144.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3144
 KW3144.The geoid height was determined by GEOID03.
 KW3144
 KW3144;                    North         East     Units Scale Factor Converg.
 KW3144;SPC PA N     -    91,768.299   699,373.730   MT  0.99998490   +0 46 52.5
 KW3144;SPC PA N     -   301,076.49  2,294,528.65   sFT  0.99998490   +0 46 52.5
 KW3144;UTM  18      - 4,538,489.187   368,011.251   MT  0.99981442   -1 01 45.4
 KW3144
 KW3144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3144!SPC PA N     -   0.99994382  x   0.99998490  =   0.99992873
 KW3144!UTM  18      -   0.99994382  x   0.99981442  =   0.99975825
 KW3144
 KW3144:                Primary Azimuth Mark                     Grid Az
 KW3144:SPC PA N     -  BLOOMSBURG RAD STA WHLM W MAST           080 27 39.0
 KW3144:UTM  18      -  BLOOMSBURG RAD STA WHLM W MAST           082 16 16.9
 KW3144
 KW3144|---------------------------------------------------------------------|
 KW3144| PID    Reference Object                     Distance      Geod. Az  |
 KW3144|                                                           dddmmss.s |
 KW3144| KW3003 BLOOMSBURG RAD STA WHLM W MAST      APPROX. 6.2 KM 0811431.5 |
 KW3144| KW3146 DANVILLE RADIO SERVICE MAST         APPROX. 1.9 KM 0884206.3 |
 KW3144| KW3002 AIRWAY BEACON                       APPROX.10.1 KM 1222532.5 |
 KW3144| CB3658 BROPPS AZ MK                                       1701826.9 |
 KW3144| KW3147 CHICAGO NEW YORK AWY BCN 59 A       APPROX.11.9 KM 1822552.9 |
 KW3144| CB3659 BROPPS RM 1                          18.532 METERS 19611     |
 KW3144| KW3143 DANVILLE SLOVAK GIRLS ACAD TWR      APPROX. 3.9 KM 2270549.8 |
 KW3144| KW3142 DANVILLE GEISINGER HOSP STACK       APPROX. 3.8 KM 2374642.9 |
 KW3144| KW3156 MOORESBURG SERVICE ELEC TOWER       APPROX.12.2 KM 2553936.6 |
 KW3144| CB3660 BROPPS RM 2                          20.662 METERS 29751     |
 KW3144|---------------------------------------------------------------------|
 KW3144
 KW3144                          SUPERSEDED SURVEY CONTROL
 KW3144
 KW3144  NAD 83(1986)-  40 59 12.86630(N)    076 34 08.61045(W) AD(       ) 1
 KW3144  NAD 27      -  40 59 12.55000(N)    076 34 09.78600(W) AD(       ) 1
 KW3144  NGVD 29 (07/19/86)  391.3    (m)         1284.     (f) VERT ANG       
 KW3144
 KW3144.Superseded values are not recommended for survey control.
 KW3144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3144.See file dsdata.txt to determine how the superseded data were derived.
 KW3144
 KW3144_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL6801138489(NAD 83)
 KW3144_MARKER: DS = TRIANGULATION STATION DISK
 KW3144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3144
 KW3144  HISTORY     - Date     Condition        Report By
 KW3144  HISTORY     - 1934     MONUMENTED       CGS
 KW3144  HISTORY     - 1958     GOOD             CGS
 KW3144  HISTORY     - 1959     GOOD             CGS
 KW3144  HISTORY     - 1973     MARK NOT FOUND   NGS
 KW3144
 KW3144                          STATION DESCRIPTION
 KW3144
 KW3144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 KW3144'STATION IS LOCATED 3-1/2 MILES ENE OF DANVILLE ON THE HIGHEST POINT
 KW3144'OF WOODLAND, OWNED BY WALTER BROPPS.  THE STATION SITS IN A SMALL
 KW3144'GROUP OF PINE TREES AT THE TOP OF RIDGE.  IT IS SURROUNDED BY THREE
 KW3144'6-INCH PINE TREES BEARING TRIANGLE BLAZES.
 KW3144'
 KW3144'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 KW3144'DISKS SET IN CONCRETE.
 KW3144'
 KW3144'REFERENCE MARK NO. 1 IS 60.80 FEET N OF STATION.
 KW3144'
 KW3144'REFERENCE MARK NO. 2 IS 67.77 FEET W OF STATION.
 KW3144'
 KW3144'AZIMUTH MARK IS 1 MILE S OF STATION.  IT IS IN THE SW CORNER OF A
 KW3144'FIELD BELONGING TO W.R. WERTMAN, 10 PACES SE OF THE HOUSE OF BRUCE
 KW3144'PLOCH AND 5 PACES N OF CENTER OF HIGHWAY 11.
 KW3144'
 KW3144'TO REACH STATION FROM THE INTERSECTION OF HIGHWAYS 54 AND 11 IN
 KW3144'DANVILLE, GO E ON HIGHWAY 11 FOR 2.1 MILES TO A MACADAM T-ROAD N.
 KW3144'TURN N AND GO 0.6 MILE TO A DIRT T-ROAD RIGHT.  TURN RIGHT AND GO 0.4
 KW3144'MILE TO FORK.  TAKE RIGHT FORK AND GO 0.3 MILE TO ANOTHER FORK.
 KW3144'HERE TAKE LEFT FORK AND GO 0.4 MILE TO ANOTHER FORK.  TAKE RIGHT FORK
 KW3144'AND GO ABOUT 100 YARDS TO ANOTHER FORK.  HERE TAKE RIGHT FORK (DIM)
 KW3144'AND GO 100 YARDS.  LEAVE TRUCK AND GO RIGHT ABOUT 25 YARDS TO TOP OF
 KW3144'HILL AND STATION.
 KW3144'
 KW3144'HEIGHT OF LIGHT ABOVE STATION MARK - 17 METERS.
 KW3144
 KW3144                          STATION RECOVERY (1958)
 KW3144
 KW3144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WER)
 KW3144'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 KW3144'AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 KW3144'DISTANCES AND DIRECTION WERE VERIFIED.
 KW3144'
 KW3144'DUE TO SEVERAL CHANGES A NEW DESCRIPTION FOLLOWS.
 KW3144'
 KW3144'STATION IS APPROXIMATELY 3.5 MILES EAST-NORTHEAST OF DANVILLE, ON THE
 KW3144'HIGHEST POINT OF WOODLAND WHICH IS OWNED BY MR.  GRANT JONES.
 KW3144'
 KW3144'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 54 AND U.S. HIGHWAY 11 IN
 KW3144'DANVILLE, GO EAST ON U.S. HIGHWAY 11 FOR ONE BLOCK TO A FORK (U.S.
 KW3144'HIGHWAY 11 GOES RIGHT), KEEP LEFT AND CONTINUE STRAIGHT AHEAD AND
 KW3144'FOLLOW THE MAIN ROAD FOR 2.1 MILES TO A SIDE ROAD LEFT NO. 470.10,
 KW3144'(CONTINUE STRAIGHT AHEAD FOR 0.8 MILE TO THE AZIMUTH MARK ON THE
 KW3144'LEFT), TURN LEFT AND GO NORTH ON BLACKTOP ROAD FOR 0.6 MILE TO A
 KW3144'CROSSROAD, TURN RIGHT AND FOLLOW THE MAIN ROAD FOR 0.35 MILE TO A
 KW3144'FORK AND A SMALL SIGN (ROBINSON), KEEP RIGHT AND GO 0.25 MILE TO A
 KW3144'SIDE ROAD LEFT AT TOP OF HILL (JUST AFTER PASSING A BRICK HOUSE ON
 KW3144'THE LEFT), TURN LEFT AND GO NORTHERLY FOR 0.35 MILE TO A DIM FORK ON
 KW3144'THE RIGHT, KEEP RIGHT FORK AND FOLLOW DIM WOODS ROAD FOR 0.15 MILE
 KW3144'TO TOP OF HILL, A TRIANGLE BLAZE ON TREE AND THE STATION ON THE LEFT.
 KW3144'
 KW3144'STATION MARK, A STANDARD DISK STAMPED BROPPS 1934, IS SET IN A SQUARE
 KW3144'CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 85 FEET NORTHWEST OF
 KW3144'A TRIANGLE BLAZE ON A 10-INCH HICKORY TREE AND WOODS ROAD, 25 FEET
 KW3144'WEST OF A TRIANGLE BLAZE ON A PINE TREE AND 23 FEET SOUTHEAST OF A
 KW3144'TRIANGLE BLAZE ON A TWIN TRUNK TREE.
 KW3144'
 KW3144'REFERENCE MARK NO, 1, A STANDARD DISK STAMPED BROPPS NO 1 1934, IS
 KW3144'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.
 KW3144'
 KW3144'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BROPPS NO 2 1934, IS
 KW3144'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.
 KW3144'
 KW3144'AZIMUTH MARK, A STANDARD DISK STAMPED BROPPS AZ MK 1934, IS SET IN A
 KW3144'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 KW3144'GROUND.  IT IS 39 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE,
 KW3144'19 FEET NORTH OF THE CENTER OF HARD SURFACED ROAD AND 3 FEET
 KW3144'NORTH-NORTHEAST OF A POWER POLE NO. 1-44.  A STANDARD WITNESS POST
 KW3144'WAS SET 1.5 FEET SOUTH- SOUTHWEST OF THE MARK.
 KW3144
 KW3144                          STATION RECOVERY (1959)
 KW3144
 KW3144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CGS)
 KW3144'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 KW3144'THE DESCRIPTION OF THE STATION AND OF HOW TO REACH THE STATION ARE
 KW3144'ADEQUATE.  OBSERVATIONS AND MEASUREMENTS WERE MADE TO THE MARKS.  TWO
 KW3144'SMALL ERRORS WERE NOTED IN THE MEASUREMENTS TO THE REFERENCE
 KW3144'MARKS.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION MARK.
 KW3144
 KW3144                          STATION RECOVERY (1973)
 KW3144
 KW3144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 KW3144'A SHORT SEARCH WAS MADE FOR THE STATION BUT NO MARKS WERE FOUND.  IT
 KW3144'IS BELIEVED ALL MARKS ARE STILL INTACT IN THE HEAVY WOODED
 KW3144'AREA.  THIS STATION WAS RECOVERED IN CONJUNCTION WITH THE GEOCEIVER
 KW3144'SITES AND IT WAS FOUND UNSATIFACTORY DUE TO THE HEAVY TIMBER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0864 ***********************************************************************
 KW0864  DESIGNATION -  BROWN
 KW0864  PID         -  KW0864
 KW0864  STATE/COUNTY-  PA/DAUPHIN
 KW0864  USGS QUAD   -  HARRISBURG WEST (1987)
 KW0864
 KW0864                         *CURRENT SURVEY CONTROL
 KW0864  ___________________________________________________________________
 KW0864* NAD 83(1986)-  40 18 08.     (N)    076 53 01.     (W)     SCALED    
 KW0864* NAVD 88     -        97.177  (meters)     318.82   (feet)  ADJUSTED  
 KW0864  ___________________________________________________________________
 KW0864  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 KW0864  DYNAMIC HT  -          97.129 (meters)     318.66  (feet)  COMP
 KW0864  MODELED GRAV-     980,127.4   (mgal)                       NAVD 88
 KW0864
 KW0864  VERT ORDER  -  FIRST     CLASS I
 KW0864
 KW0864.The horizontal coordinates were scaled from a topographic map and have
 KW0864.an estimated accuracy of +/- 6 seconds.
 KW0864
 KW0864.The orthometric height was determined by differential leveling
 KW0864.and adjusted by the National Geodetic Survey in June 1991..
 KW0864
 KW0864.The geoid height was determined by GEOID03.
 KW0864
 KW0864.The dynamic height is computed by dividing the NAVD 88
 KW0864.geopotential number by the normal gravity value computed on the
 KW0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0864.degrees latitude (g = 980.6199 gals.).
 KW0864
 KW0864.The modeled gravity was interpolated from observed gravity values.
 KW0864
 KW0864;                    North         East    Units  Estimated Accuracy
 KW0864;SPC PA S     -   107,940.      673,650.      MT  (+/- 180 meters Scaled)
 KW0864
 KW0864                          SUPERSEDED SURVEY CONTROL
 KW0864
 KW0864  NGVD 29 (??/??/??)   97.388  (m)          319.51   (f) ADJUSTED    1 1
 KW0864
 KW0864.Superseded values are not recommended for survey control.
 KW0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0864.See file dsdata.txt to determine how the superseded data were derived.
 KW0864
 KW0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK399630(NAD 83)
 KW0864_MARKER: DB = BENCH MARK DISK
 KW0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0864_STAMPING: BROWN 1966
 KW0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0864+STABILITY: SURFACE MOTION
 KW0864_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0864+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2004
 KW0864
 KW0864  HISTORY     - Date     Condition        Report By
 KW0864  HISTORY     - 1966     MONUMENTED       CGS
 KW0864  HISTORY     - 20010108 MARK NOT FOUND   PADT
 KW0864  HISTORY     - 20040913 GOOD             GEOCAC
 KW0864
 KW0864                          STATION DESCRIPTION
 KW0864
 KW0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0864'2.6 MI NE FROM HARRISBURG.
 KW0864'ABOUT 1.45 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW0864'STATION AT HARRISBURG, THENCE 152 YARDS NORTHEAST AND ACROSS
 KW0864'THE TRACKS TO A ROAD WHICH CROSSES THE MOST EASTERLY TRACK,
 KW0864'THENCE 0.25 MILE NORTH ALONG A DIRT ROAD WHICH PARALLELS THE
 KW0864'EAST SIDE OF THE TRACKS, THENCE 0.15 MILE EAST ALONG A DIRT
 KW0864'ROAD TO PARK DRIVE, THENCE 0.5 MILE NORTHEAST ALONG PARK DRIVE
 KW0864'TO CLASS ROOM A AT THE HARRISBURG AREA COMMUNITY COLLEGE, THENCE
 KW0864'0.3 MILE NORTH ALONG A PAVED ROAD, NEAR THE CENTER OF A SHORT
 KW0864'S-CURVE IN THE ROAD, 48.7 FEET NORTH OF THE NORTHEAST CORNER
 KW0864'OF A SMALL CONCRETE BRIDGE, 33 FEET NORTHEAST OF THE CENTER LINE
 KW0864'OF THE ROAD, 12 FEET NORTHWEST OF A 38-INCH OAK TREE, 10 FEET SOUTH
 KW0864'OF A 14-INCH ELM TREE, 2.0 FEET EAST OF A METAL WITNESS POST,
 KW0864'AND ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 KW0864'POST PROJECTING 12 INCHES.
 KW0864
 KW0864                          STATION RECOVERY (2001)
 KW0864
 KW0864'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (SMM)
 KW0864'MARK NOT FOUND.
 KW0864
 KW0864                          STATION RECOVERY (2004)
 KW0864
 KW0864'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0864'NEW DESCRIPTION--STARTING AT THE NORTHEAST CORNER OF THE HARRISBURG
 KW0864'AREA COMMUNITY COLLEGE PARKING LOT, FOLLOW A DIM PAVED ROAD INTO THE
 KW0864'WOODED AREA.
 KW0864'NEAR THE CENTER OF A SHORT RIGHT-HAND CURVE IN THE ROAD, 48.7 FEET
 KW0864'NORTH OF THE NORTHEAST CORNER OF A SMALL CONCRETE BRIDGE, 33 FEET
 KW0864'NORTHEAST OF THE CENTER LINE OF THE ROAD, 12 FEET NORTHWEST OF A
 KW0864'38-INCH OAK TREE, 10 FEET SOUTH OF A 14-INCH ELM TREE, APPROXIMATELY
 KW0864'15 FEET NORTH OF TWO LARGE LOGS, AND ABOUT LEVEL WITH THE ROAD AND SET
 KW0864'IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2462 ***********************************************************************
 KW2462  DESIGNATION -  BROWN
 KW2462  PID         -  KW2462
 KW2462  STATE/COUNTY-  PA/CENTRE
 KW2462  USGS QUAD   -  BELLEFONTE (1998)
 KW2462
 KW2462                         *CURRENT SURVEY CONTROL
 KW2462  ___________________________________________________________________
 KW2462* NAD 83(1992)-  40 59 06.48469(N)    077 49 04.14957(W)     ADJUSTED  
 KW2462* NAVD 88     -       441.594  (meters)    1448.80   (feet)  ADJUSTED  
 KW2462  ___________________________________________________________________
 KW2462  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 KW2462  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KW2462  DYNAMIC HT  -         441.382 (meters)    1448.10  (feet)  COMP
 KW2462  MODELED GRAV-     980,129.9   (mgal)                       NAVD 88
 KW2462
 KW2462  HORZ ORDER  -  SECOND
 KW2462  VERT ORDER  -  SECOND    CLASS 0
 KW2462
 KW2462.The horizontal coordinates were established by classical geodetic methods
 KW2462.and adjusted by the National Geodetic Survey in June 2002..
 KW2462
 KW2462.The orthometric height was determined by differential leveling
 KW2462.and adjusted by the National Geodetic Survey in June 1991..
 KW2462
 KW2462.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2462
 KW2462.The geoid height was determined by GEOID03.
 KW2462
 KW2462.The dynamic height is computed by dividing the NAVD 88
 KW2462.geopotential number by the normal gravity value computed on the
 KW2462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2462.degrees latitude (g = 980.6199 gals.).
 KW2462
 KW2462.The modeled gravity was interpolated from observed gravity values.
 KW2462
 KW2462;                    North         East     Units Scale Factor Converg.
 KW2462;SPC PA N     -    90,896.163   594,292.812   MT  0.99998513   -0 02 41.5
 KW2462;SPC PA N     -   298,215.16  1,949,775.67   sFT  0.99998513   -0 02 41.5
 KW2462;UTM  18      - 4,540,931.607   262,950.319   MT  1.00029166   -1 50 56.3
 KW2462
 KW2462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2462!SPC PA N     -   0.99993593  x   0.99998513  =   0.99992106
 KW2462!UTM  18      -   0.99993593  x   1.00029166  =   1.00022757
 KW2462
 KW2462|---------------------------------------------------------------------|
 KW2462| PID    Reference Object                     Distance      Geod. Az  |
 KW2462|                                                           dddmmss.s |
 KW2462| KW2461 BROWN RM 1                            6.892 METERS 21100     |
 KW2462| KW2463 BROWN RM 2                            5.230 METERS 28636     |
 KW2462| KW2459 BROWN AZ MK                                        2911532.1 |
 KW2462|---------------------------------------------------------------------|
 KW2462
 KW2462                          SUPERSEDED SURVEY CONTROL
 KW2462
 KW2462  NAD 83(1986)-  40 59 06.48515(N)    077 49 04.15126(W) AD(       ) 2
 KW2462  NAD 27      -  40 59 06.27410(N)    077 49 05.12940(W) AD(       ) 2
 KW2462  NGVD 29 (??/??/??)  441.786  (m)         1449.43   (f) ADJUSTED    2 0
 KW2462
 KW2462.Superseded values are not recommended for survey control.
 KW2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2462.See file dsdata.txt to determine how the superseded data were derived.
 KW2462
 KW2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL6295040932(NAD 83)
 KW2462_MARKER: DS = TRIANGULATION STATION DISK
 KW2462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2462_STAMPING: BROWN 1959
 KW2462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2462+STABILITY: SURFACE MOTION
 KW2462
 KW2462  HISTORY     - Date     Condition        Report By
 KW2462  HISTORY     - 1959     MONUMENTED       CGS
 KW2462  HISTORY     - 1959     GOOD             CGS
 KW2462  HISTORY     - 1980     GOOD             LOCENG
 KW2462
 KW2462                          STATION DESCRIPTION
 KW2462
 KW2462'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 KW2462'STATION IS LOCATED ON THE SOUTHEAST SLOPE OF A LOW HILL, IN A MEADOW,
 KW2462'ABOUT 7-1/2 MILES SOUTHEAST OF SNOW SHOE, 3 MILES
 KW2462'NORTH-NORTHWEST OF MILESBURG AND ON PROPERTY OWNED AND OCCUPIED BY
 KW2462'MR. C.M. BROWN.
 KW2462'
 KW2462'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 220 AND STATE
 KW2462'HIGHWAY 53 WHICH IS LOCATED ABOUT 1-3/4 MILES SOUTHWEST OF
 KW2462'MILESBURG.  GO NORTHWEST ON HIGHWAY 53 FOR 2.8 MILES TO A TEXACO
 KW2462'SERVICE STATION ON THE LEFT SIDE OF THE HIGHWAY IN THE SMALL
 KW2462'VILLAGE OF RUNVILLE, CONTINUE NORTHWEST ON HIGHWAY 53 FOR 0.55 MILE
 KW2462'TO A SURFACED ROAD RIGHT.  TURN RIGHT AND GO NORTHEAST ON THE
 KW2462'SURFACED ROAD FOR 1.25 MILES TO A T-ROAD.  TURN LEFT AND GO NORTHWEST
 KW2462'ON A SURFACED ROAD FOR 0.2 MILE TO A DIRT SIDEROAD LEFT, CONTINUE
 KW2462'STRAIGHT AHEAD ON THE SURFACED ROAD FOR 0.25 MILE TO A FIELD
 KW2462'ROAD RIGHT.  TURN RIGHT AND GO EAST, UPHILL FOR 0.24 MILE TO THE
 KW2462'SOUTHEAST CORNER OF A MEADOW.  TURN LEFT AND GO NORTH, ACROSS
 KW2462'THE MEADOW FOR 0.08 MILE TO A TRIANGULAR BLAZED OAK TREE, A PILE OF
 KW2462'STONE, A STANDARD METAL WITNESS POST AND STATION.
 KW2462'
 KW2462'AZIMUTH MARK IS REACHED FROM THE POINT IN THE DESCRIPTION WHERE THE
 KW2462'FIELD ROAD JUNCTIONS THE SURFACED ROAD AT MILAGE 0.25.  GO
 KW2462'SOUTHEAST ON THE SURFACED ROAD FOR 0.25 MILE TO A DIRT SIDE ROAD
 KW2462'RIGHT.  TURN RIGHT AND FOLLOW THE DIRT ROAD FOR 0.6 MILE TO A
 KW2462'POWERLINE POLE, A STANDARD METAL WITNESS POST AND THE AZIMUTH MARK ON
 KW2462'THE LEFT SIDE OF THE ROAD.
 KW2462'
 KW2462'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF SQUARE CONCRETE
 KW2462'MONUMENTS.
 KW2462'
 KW2462'STATION MARK IS STAMPED BROWN 1959 AND PROJECTS ABOUT 1 INCH.  IT IS
 KW2462'ABOUT 15 FEET NORTH OF THE CENTER OF A PILE OF STONE, 11 FEET
 KW2462'NORTH OF A 24-INCH TRIANGULAR BLAZED WHITE OAK TREE, 88 FEET
 KW2462'NORTHWEST OF A ROW OF TREES AND ABOUT 250 FEET SOUTH OF A HIGH
 KW2462'RISE IN THE MEADOW.
 KW2462'
 KW2462'REFERENCE MARK 1 IS STAMPED BROWN NO 1 1959 AND PROJECTS ABOUT 1
 KW2462'INCH.  IT IS ABOUT 12 FEET SOUTHWEST OF THE TRIANGULAR BLAZED WHITE
 KW2462'OAK TREE.
 KW2462'
 KW2462'REFERENCE MARK 2 IS STAMPED BROWN NO 2 1959 AND PROJECTS ABOUT 1
 KW2462'INCH.  IT IS ABOUT 21 FEET NORTHWEST OF THE TRIANGULAR
 KW2462'BLAZED WHITE OAK TREE.
 KW2462'
 KW2462'AZIMUTH MARK IS STAMPED BROWN 1959 AND IS FLUSH WITH THE GROUND
 KW2462'SURFACE.  IT IS ABOUT 22 FEET SOUTHWEST OF THE CENTER OF A DIRT
 KW2462'ROAD, 3 FEET WEST OF POWERLINE POLE NUMBER X 17, 4 FEET SOUTHWEST OF
 KW2462'A STANDARD METAL WITNESS POST AND ABOUT 100 YARDS NORTHWEST
 KW2462'OF A FARM HOUSE.
 KW2462'
 KW2462'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER
 KW2462
 KW2462                          STATION RECOVERY (1959)
 KW2462
 KW2462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KW2462'5.8 MI NW FROM MILESBURG.
 KW2462'1.45 MILE NORTH EAST ALONG RAILROAD FROM THE STATION IN MILESBURG,
 KW2462'THENCE 2.0 MILE NORTH ALONG HOLTS RUN THENCE 1.1 MILE WEST ON
 KW2462'A GRAVEL ROAD THENCE 1.05 MILE NORTH ON BLACKTOP ROAD THENCE
 KW2462'0.25 MILE EAST ALONG RIDGE, LOCATED IN A CLEARED FIELD AND MARKS
 KW2462'SURROUND A ROCK PILE, 30 PACES NORTH WEST OF THE NORTH EAST END
 KW2462'OF FENCE ROW LEADING NORTH EAST FROM WOODS, 135 PACES NORTH-NORTH
 KW2462'EAST OF SOUTH EAST CORNER OF CLEARING, 10 FEET NORTH-NORTH EAST
 KW2462'OF A TRIANGLE BLAZED OAK TREE, 22 1/2 FEET NORTH-NORTH EAST
 KW2462'OF RM 1, 17 FEET EAST-SOUTH EAST OF RM 2, PROJECTING ABOUT 2 INCHES.
 KW2462
 KW2462                          STATION RECOVERY (1980)
 KW2462
 KW2462'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (MWB)
 KW2462'BROWN (AZIMUTH MARK) DESTROYED.
 KW2462'
 KW2462'STATION BROWN RECOVERED GOOD.
 KW2462'
 KW2462'REF. MARKS GOOD.
 KW2462'
 KW2462'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.8 MILES NE OF RONVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1951 ***********************************************************************
 KX1951  DESIGNATION -  BROWN
 KX1951  PID         -  KX1951
 KX1951  STATE/COUNTY-  PA/INDIANA
 KX1951  USGS QUAD   -  INDIANA (1981)
 KX1951
 KX1951                         *CURRENT SURVEY CONTROL
 KX1951  ___________________________________________________________________
 KX1951* NAD 83(1992)-  40 36 29.05127(N)    079 13 09.09407(W)     ADJUSTED  
 KX1951* NAVD 88     -       503.4    (meters)    1652.     (feet)  VERTCON   
 KX1951  ___________________________________________________________________
 KX1951  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 KX1951  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KX1951
 KX1951  HORZ ORDER  -  SECOND
 KX1951
 KX1951.The horizontal coordinates were established by classical geodetic methods
 KX1951.and adjusted by the National Geodetic Survey in June 2002..
 KX1951
 KX1951.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX1951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX1951
 KX1951.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1951
 KX1951.The geoid height was determined by GEOID03.
 KX1951
 KX1951;                    North         East     Units Scale Factor Converg.
 KX1951;SPC PA S     -   142,575.509   475,670.187   MT  0.99996326   -0 57 11.5
 KX1951;SPC PA S     -   467,766.48  1,560,594.61   sFT  0.99996326   -0 57 11.5
 KX1951;UTM  17      - 4,496,774.726   650,656.008   MT  0.99987938   +1 09 33.5
 KX1951
 KX1951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX1951!SPC PA S     -   0.99992620  x   0.99996326  =   0.99988946
 KX1951!UTM  17      -   0.99992620  x   0.99987938  =   0.99980558
 KX1951
 KX1951:                Primary Azimuth Mark                     Grid Az
 KX1951:SPC PA S     -  BROWN AZ MK                              087 42 27.8
 KX1951:UTM  17      -  BROWN AZ MK                              085 35 42.8
 KX1951
 KX1951|---------------------------------------------------------------------|
 KX1951| PID    Reference Object                     Distance      Geod. Az  |
 KX1951|                                                           dddmmss.s |
 KX1951| CX3314 BROWN AZ MK                                        0864516.3 |
 KX1951| KX1945 CHESTNUT RIDGE MICROWAVE TOWER      APPROX.15.4 KM 0911230.4 |
 KX1951| KX1950 WARNER                                9.622 METERS 13531     |
 KX1951| CX3315 BROWN RM 1                            7.552 METERS 21957     |
 KX1951|---------------------------------------------------------------------|
 KX1951
 KX1951                          SUPERSEDED SURVEY CONTROL
 KX1951
 KX1951  NAD 83(1986)-  40 36 29.05457(N)    079 13 09.10091(W) AD(       ) 2
 KX1951  NAD 27      -  40 36 28.80969(N)    079 13 09.96469(W) AD(       ) 2
 KX1951  NGVD 29 (07/19/86)  503.6    (m)         1652.     (f) VERT ANG       
 KX1951
 KX1951.Superseded values are not recommended for survey control.
 KX1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1951.See file dsdata.txt to determine how the superseded data were derived.
 KX1951
 KX1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE5065696775(NAD 83)
 KX1951_MARKER: DS = TRIANGULATION STATION DISK
 KX1951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1951
 KX1951  HISTORY     - Date     Condition        Report By
 KX1951  HISTORY     - 1967     MONUMENTED       CGS
 KX1951  HISTORY     - 1976     GOOD             PADT
 KX1951
 KX1951                          STATION DESCRIPTION
 KX1951
 KX1951'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX1951'THE STATION IS LOCATED APPROXIMATELY 5 MILES SOUTHEAST OF SHELOCTA, 3
 KX1951'1/2 MILES WEST-SOUTHWEST OF INDIANA, 1 MILE SOUTH OF U.S.
 KX1951'HIGHWAY 422 AND ON THE PROPERTY OF MR. DAVE BROWN.
 KX1951'
 KX1951'TO REACH THE STATION FROM THE INDIANA COUNTY COURT HOUSE IN INDIANA
 KX1951'GO WEST ON U.S. HIGHWAY 422 FOR 3.4 MILES TO A MACADAM SIDE
 KX1951'ROAD ON THE LEFT, BARCLAY ROAD, TURN LEFT AND GO SOUTH ON BARCLAY
 KX1951'ROAD FOR 0.95 MILE TO A T-INTERSECTION, WARREN
 KX1951'ROAD, (TO REACH THE AZIMUTH FROM THIS INTERSECTION TURN LEFT ON
 KX1951'WARREN ROAD AND GO EASTERLY FOR 0.25 MILE TO THE AZIMUTH MARK
 KX1951'ON THE LEFT ACROSS THE ROAD FROM POWER LINE POLE NO. 8531), TURN
 KX1951'RIGHT ON WARREN ROAD AND GO WESTERLY FOR 0.4 MILE TO MR. BROWNS
 KX1951'DRIVE WAY ON THE RIGHT, PASS TO THE LEFT OF A LARGE BARN AND GO
 KX1951'NORTHWEST ACROSS FIELD THEN UP STEEP HILL FOR 0.6 MILE TO THE
 KX1951'TOP OF A CLEARED HILL AND THE STATION 30 FEET NORTHWEST
 KX1951'OF A METAL TARGET ABOUT 10 FEET HIGH OVER A USGS MARK.
 KX1951'
 KX1951'THE STATION IS 5.5 FEET SOUTHEAST OF A METAL WITNESS POST AND ON THE
 KX1951'HIGHEST PART OF THE HILL.  IT IS A STANDARD DISK SET IN THE
 KX1951'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES AND IS STAMPED
 KX1951'BROWN 1967.
 KX1951'
 KX1951'REFERENCE MARK NO. 1 IS 25.3 FEET SOUTHWEST OF THE METAL WITNESS
 KX1951'POST.  IT IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 KX1951'CONCRETE MONUMENT PROJECTING 2 INCHES AND IS STAMPED BROWN NO 1 1967.
 KX1951'
 KX1951'REFERENCE MARK NO. 2 IS 37 FEET SOUTHEAST OF THE METAL WITNESS POST
 KX1951'AND UNDER A 10 FOOT METAL TARGET.  IT IS AN UNSTAMPED U.S.
 KX1951'GEOLOGICAL STATION MARK SET IN THE TOP OF A 6 BY 8 INCH STONE BLOCK
 KX1951'PROJECTING 8 INCHES.
 KX1951'
 KX1951'THE AZIMUTH MARK IS 34.5 FEET NORTH-NORTHEAST OF POWER LINE POLE NO.
 KX1951'8531, 14 FEET NORTH OF THE APPROXIMATE CENTER OF WARREN ROAD, 6.3
 KX1951'FEET EAST OF A METAL WITNESS POST AND 1 FOOT WEST OF THE EAST END OF
 KX1951'THE CONCRETE HEADWALL OF A CULVERT.  IT IS A STANDARD DISK
 KX1951'SET IN A DRILL HOLE IN THE NORTH END OF A CONCRETE CULVERT AND IS
 KX1951'STAMPED BROWN 1967.
 KX1951'
 KX1951'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 KX1951
 KX1951                          STATION RECOVERY (1976)
 KX1951
 KX1951'RECOVERY NOTE BY PA DEPT OF TRANSP 1976 (DBH)
 KX1951'BROWN 1967 RECOVERED GOOD.
 KX1951'
 KX1951'BROWN NO 1 NOT SEARCHED FOR.
 KX1951'
 KX1951'(RM NO. 2) U.S.G.S. DISK IN STONE RECOVERED GOOD.
 KX1951'
 KX1951'BROWN 1967 AZI. MK. NOT SEARCHED FOR.
 KX1951'
 KX1951'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES W.S.W. OF
 KX1951'INDIANA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2459 ***********************************************************************
 KW2459  DESIGNATION -  BROWN AZ MK
 KW2459  PID         -  KW2459
 KW2459  STATE/COUNTY-  PA/CENTRE
 KW2459  USGS QUAD   -  BELLEFONTE (1998)
 KW2459
 KW2459                         *CURRENT SURVEY CONTROL
 KW2459  ___________________________________________________________________
 KW2459* NAD 83(1986)-  40 59 21.     (N)    077 49 53.     (W)     SCALED    
 KW2459* NAVD 88     -       398.406  (meters)    1307.10   (feet)  ADJUSTED  
 KW2459  ___________________________________________________________________
 KW2459  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KW2459  DYNAMIC HT  -         398.215 (meters)    1306.48  (feet)  COMP
 KW2459  MODELED GRAV-     980,132.8   (mgal)                       NAVD 88
 KW2459
 KW2459  VERT ORDER  -  SECOND    CLASS 0
 KW2459
 KW2459.The horizontal coordinates were scaled from a topographic map and have
 KW2459.an estimated accuracy of +/- 6 seconds.
 KW2459
 KW2459.The orthometric height was determined by differential leveling
 KW2459.and adjusted by the National Geodetic Survey in June 1991..
 KW2459
 KW2459.The geoid height was determined by GEOID03.
 KW2459
 KW2459.The dynamic height is computed by dividing the NAVD 88
 KW2459.geopotential number by the normal gravity value computed on the
 KW2459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2459.degrees latitude (g = 980.6199 gals.).
 KW2459
 KW2459.The modeled gravity was interpolated from observed gravity values.
 KW2459
 KW2459;                    North         East    Units  Estimated Accuracy
 KW2459;SPC PA N     -    91,350.      593,150.      MT  (+/- 180 meters Scaled)
 KW2459
 KW2459                          SUPERSEDED SURVEY CONTROL
 KW2459
 KW2459  NGVD 29 (??/??/??)  398.595  (m)         1307.72   (f) ADJUSTED    2 0
 KW2459
 KW2459.Superseded values are not recommended for survey control.
 KW2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2459.See file dsdata.txt to determine how the superseded data were derived.
 KW2459
 KW2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL618414(NAD 83)
 KW2459_MARKER: DZ = AZIMUTH MARK DISK
 KW2459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2459_STAMPING: BROWN ARI 1959
 KW2459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2459+STABILITY: SURFACE MOTION
 KW2459
 KW2459  HISTORY     - Date     Condition        Report By
 KW2459  HISTORY     - 1959     MONUMENTED       CGS
 KW2459
 KW2459                          STATION DESCRIPTION
 KW2459
 KW2459'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW2459'4.4 MI NW FROM MILESBURG.
 KW2459'2.2 MILE NORTH ALONG COUNTY ROAD 14011 FROM THE RAILROAD STATION
 KW2459'IN MILESBURG, THENCE 1.4 MILE NORTH WEST AND NORTH ON BLACK TOP
 KW2459'ROAD FROM THE CHURCH THENCE 0.25 MILE NORTH WEST ON BLACKTOP
 KW2459'ROAD TO JUNCTION OF GRAVEL ROAD NORTH WEST THENCE 0.6 MILE NORTH
 KW2459'WEST ON GRAVEL ROAD, 1.2 MILE NORTH WEST OF L 240 AND ABOUT 100
 KW2459'YARDS WEST AND ACROSS THE ROAD FROM A ONE STORY FARM HOUSE, 2 1/2
 KW2459'FEET EAST OF POWER POLE X 17, 16 FEET SOUTH OF THE CENTER LINE
 KW2459'OF THE DIRT ROAD, ABOUT 3 FEET SOUTH OF A WITNESS POST, ABOUT
 KW2459'3 FEET ABOVE THE LEVEL OF THE ROAD, PROJECTING ABOUT 3 INCHES.
 KW2459'FROM AZIMUTH CONTINUE ON NORTH WEST 0.2 MILE TO END OF ROAD
 KW2459'THENCE ALONG WOODS ROAD NORTH-NORTH EAST ALONG SIDE OF FIELD
 KW2459'CLEARING TO TV MAST THENCE NORTH-NORTH WEST ON WOODS ROAD TO
 KW2459'T 240.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2461 ***********************************************************************
 KW2461  DESIGNATION -  BROWN RM 1
 KW2461  PID         -  KW2461
 KW2461  STATE/COUNTY-  PA/CENTRE
 KW2461  USGS QUAD   -  BELLEFONTE (1998)
 KW2461
 KW2461                         *CURRENT SURVEY CONTROL
 KW2461  ___________________________________________________________________
 KW2461* NAD 83(1986)-  40 59 06.     (N)    077 49 04.     (W)     SCALED    
 KW2461* NAVD 88     -       441.809  (meters)    1449.50   (feet)  ADJUSTED  
 KW2461  ___________________________________________________________________
 KW2461  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KW2461  DYNAMIC HT  -         441.597 (meters)    1448.81  (feet)  COMP
 KW2461  MODELED GRAV-     980,129.9   (mgal)                       NAVD 88
 KW2461
 KW2461  VERT ORDER  -  SECOND    CLASS 0
 KW2461
 KW2461.The horizontal coordinates were scaled from a topographic map and have
 KW2461.an estimated accuracy of +/- 6 seconds.
 KW2461
 KW2461.The orthometric height was determined by differential leveling
 KW2461.and adjusted by the National Geodetic Survey in June 1991..
 KW2461
 KW2461.The geoid height was determined by GEOID03.
 KW2461
 KW2461.The dynamic height is computed by dividing the NAVD 88
 KW2461.geopotential number by the normal gravity value computed on the
 KW2461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2461.degrees latitude (g = 980.6199 gals.).
 KW2461
 KW2461.The modeled gravity was interpolated from observed gravity values.
 KW2461
 KW2461;                    North         East    Units  Estimated Accuracy
 KW2461;SPC PA N     -    90,880.      594,300.      MT  (+/- 180 meters Scaled)
 KW2461
 KW2461                          SUPERSEDED SURVEY CONTROL
 KW2461
 KW2461  NGVD 29 (??/??/??)  442.001  (m)         1450.13   (f) ADJUSTED    2 0
 KW2461
 KW2461.Superseded values are not recommended for survey control.
 KW2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2461.See file dsdata.txt to determine how the superseded data were derived.
 KW2461
 KW2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL629409(NAD 83)
 KW2461_MARKER: DR = REFERENCE MARK DISK
 KW2461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2461_STAMPING: BROWN NO 1 1959
 KW2461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2461+STABILITY: SURFACE MOTION
 KW2461
 KW2461  HISTORY     - Date     Condition        Report By
 KW2461  HISTORY     - 1959     MONUMENTED       CGS
 KW2461
 KW2461                          STATION DESCRIPTION
 KW2461
 KW2461'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW2461'5.8 MI NW FROM MILESBURG.
 KW2461'1.45 MILE NORTH EAST ALONG RAILROAD FROM THE STATION IN MILESBURG
 KW2461'THENCE 2.0 MILE NORTH ALONG HOLTS HOLLOW RUN THENCE 1.1 MILE WEST
 KW2461'ON A GRAVEL ROAD THENCE 1.05 MILE NORTH ON BLACKTOP ROAD THENCE
 KW2461'0.25 MILE EAST ALONG RIDGE, LOCATED AT SOUTH CORNER OF A ROCK
 KW2461'PILE, 13 FEET SOUTH WEST OF A 24 INCH OAK TREE, 22 1/2 FEET
 KW2461'SOUTH-SOUTH WEST OF THE STATION, 24 1/2 FEET SOUTH OF RM 2,
 KW2461'PROJECTING ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2463 ***********************************************************************
 KW2463  DESIGNATION -  BROWN RM 2
 KW2463  PID         -  KW2463
 KW2463  STATE/COUNTY-  PA/CENTRE
 KW2463  USGS QUAD   -  BELLEFONTE (1998)
 KW2463
 KW2463                         *CURRENT SURVEY CONTROL
 KW2463  ___________________________________________________________________
 KW2463* NAD 83(1986)-  40 59 06.     (N)    077 49 04.     (W)     SCALED    
 KW2463* NAVD 88     -       441.289  (meters)    1447.80   (feet)  ADJUSTED  
 KW2463  ___________________________________________________________________
 KW2463  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KW2463  DYNAMIC HT  -         441.077 (meters)    1447.10  (feet)  COMP
 KW2463  MODELED GRAV-     980,129.9   (mgal)                       NAVD 88
 KW2463
 KW2463  VERT ORDER  -  SECOND    CLASS 0
 KW2463
 KW2463.The horizontal coordinates were scaled from a topographic map and have
 KW2463.an estimated accuracy of +/- 6 seconds.
 KW2463
 KW2463.The orthometric height was determined by differential leveling
 KW2463.and adjusted by the National Geodetic Survey in June 1991..
 KW2463
 KW2463.The geoid height was determined by GEOID03.
 KW2463
 KW2463.The dynamic height is computed by dividing the NAVD 88
 KW2463.geopotential number by the normal gravity value computed on the
 KW2463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2463.degrees latitude (g = 980.6199 gals.).
 KW2463
 KW2463.The modeled gravity was interpolated from observed gravity values.
 KW2463
 KW2463;                    North         East    Units  Estimated Accuracy
 KW2463;SPC PA N     -    90,880.      594,300.      MT  (+/- 180 meters Scaled)
 KW2463
 KW2463                          SUPERSEDED SURVEY CONTROL
 KW2463
 KW2463  NGVD 29 (??/??/??)  441.481  (m)         1448.43   (f) ADJUSTED    2 0
 KW2463
 KW2463.Superseded values are not recommended for survey control.
 KW2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2463.See file dsdata.txt to determine how the superseded data were derived.
 KW2463
 KW2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL629409(NAD 83)
 KW2463_MARKER: DR = REFERENCE MARK DISK
 KW2463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2463_STAMPING: BROWN NO 2 1959
 KW2463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2463+STABILITY: SURFACE MOTION
 KW2463
 KW2463  HISTORY     - Date     Condition        Report By
 KW2463  HISTORY     - 1959     MONUMENTED       CGS
 KW2463
 KW2463                          STATION DESCRIPTION
 KW2463
 KW2463'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW2463'5.8 MI NW FROM MILESBURG.
 KW2463'1.45 MILE NORTH EAST ALONG RAILROAD FROM THE STATION IN MILESBURG,
 KW2463'THENCE 2.0 MILE NORTH ALONG HOLTS HOLLOW RUN THENCE 1.1 MILE
 KW2463'WEST ON A GRAVEL ROAD THENCE 1.05 MILE NORTH ON BLACKTOP ROAD
 KW2463'THENCE 0.25 MILE EAST ALONG RIDGE, LOCATED 17 FEET WEST-SOUTH
 KW2463'WEST OF THE STATION, 21 FEET NORTH-NORTH WEST OF A TRIANGLE
 KW2463'BLAZED 24 INCH OAK TREE, 22 1/2 FEET SOUTH-SOUTH WEST OF RM 1,
 KW2463'PROJECTING ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1919 ***********************************************************************
 LZ1919  DESIGNATION -  BRUHEM
 LZ1919  PID         -  LZ1919
 LZ1919  STATE/COUNTY-  PA/SULLIVAN
 LZ1919  USGS QUAD   -  LAPORTE (1981)
 LZ1919
 LZ1919                         *CURRENT SURVEY CONTROL
 LZ1919  ___________________________________________________________________
 LZ1919* NAD 83(1992)-  41 26 46.40052(N)    076 28 01.77087(W)     ADJUSTED  
 LZ1919* NAVD 88     -       618.3    (meters)    2029.     (feet)  VERTCON   
 LZ1919  ___________________________________________________________________
 LZ1919  LAPLACE CORR-           4.90  (seconds)                    DEFLEC99
 LZ1919  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 LZ1919
 LZ1919  HORZ ORDER  -  SECOND
 LZ1919
 LZ1919.The horizontal coordinates were established by classical geodetic methods
 LZ1919.and adjusted by the National Geodetic Survey in June 2002..
 LZ1919
 LZ1919.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1919
 LZ1919.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1919
 LZ1919.The geoid height was determined by GEOID03.
 LZ1919
 LZ1919;                    North         East     Units Scale Factor Converg.
 LZ1919;SPC PA N     -   142,893.557   707,192.375   MT  0.99995697   +0 50 55.1
 LZ1919;SPC PA N     -   468,809.94  2,320,180.32   sFT  0.99995697   +0 50 55.1
 LZ1919;UTM  18      - 4,589,332.658   377,443.949   MT  0.99978484   -0 58 16.5
 LZ1919
 LZ1919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1919!SPC PA N     -   0.99990804  x   0.99995697  =   0.99986501
 LZ1919!UTM  18      -   0.99990804  x   0.99978484  =   0.99969290
 LZ1919
 LZ1919|---------------------------------------------------------------------|
 LZ1919| PID    Reference Object                     Distance      Geod. Az  |
 LZ1919|                                                           dddmmss.s |
 LZ1919| CB3665 BRUHEM RM 1                          15.128 METERS 09346     |
 LZ1919| CB3666 BRUHEM RM 2                          12.947 METERS 22752     |
 LZ1919| LZ1923 EAGLES MERE ATT MICROWAVE TWR       APPROX. 7.9 KM 2353814.8 |
 LZ1919| LZ1921 EAGLES MERE MUN STANDPIPE           APPROX. 9.5 KM 2483223.3 |
 LZ1919| CB3664 BRUHEM AZ MK                                       2894548.9 |
 LZ1919|---------------------------------------------------------------------|
 LZ1919
 LZ1919                          SUPERSEDED SURVEY CONTROL
 LZ1919
 LZ1919  NAD 83(1986)-  41 26 46.39843(N)    076 28 01.76805(W) AD(       ) 2
 LZ1919  NAD 27      -  41 26 46.12732(N)    076 28 02.96563(W) AD(       ) 2
 LZ1919  NGVD 29 (07/19/86)  618.5    (m)         2029.     (f) VERT ANG       
 LZ1919
 LZ1919.Superseded values are not recommended for survey control.
 LZ1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1919.See file dsdata.txt to determine how the superseded data were derived.
 LZ1919
 LZ1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL7744489333(NAD 83)
 LZ1919_MARKER: Z = SEE DESCRIPTION
 LZ1919_SETTING: 0 = UNSPECIFIED SETTING
 LZ1919
 LZ1919  HISTORY     - Date     Condition        Report By
 LZ1919  HISTORY     - 1969     MONUMENTED       CGS
 LZ1919
 LZ1919                          STATION DESCRIPTION
 LZ1919
 LZ1919'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LZ1919'THE STATION IS 6 MILES SOUTH-SOUTHWEST OF DUSHORE, 2 MILES NORTHEAST
 LZ1919'OF LAPORTE, 3/4 MILE NORTHWEST OF U.S. HIGHWAY 220, ON A WOODED
 LZ1919'HILLSIDE OWNED BY THE BRU-HEM HUNTING CLUB.
 LZ1919'
 LZ1919'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 220 AND STATE
 LZ1919'HIGHWAY 42 IN THE NORTHEAST SECTION OF LAPORTE, GO NORTH ON U.S.
 LZ1919'HIGHWAY 220 FOR 0.4 MILE TO ITS JUNCTION WITH STATE HIGHWAY 154.
 LZ1919'CONTINUE NORTH ON U.S. HIGHWAY 220 FOR 2.6 MILES TO A DIRT
 LZ1919'ROAD ON THE LEFT.  TURN LEFT AND GO WESTERLY ON THE DIRT, THEN TRACK
 LZ1919'ROAD FOR 0.8 MILE TO A GREEN HUNTING CLUB CABIN AND BARN ON THE
 LZ1919'LEFT.  CONTINUE SOUTHWEST ON A DIM TRACK ROAD FOR 0.3 MILE TO THE
 LZ1919'NORTHEAST CORNER OF A SMALL FIELD PLANTED WITH PINE SAPLINGS.
 LZ1919'(TO REACH THE AZIMUTH MARK, CONTINUE SOUTHWEST SON THE
 LZ1919'TRACK ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT.) TURN VERY SHARP
 LZ1919'LEFT AND GO NORTHEAST FOR 0.1 MILE ON A VERY DIM TRACK
 LZ1919'ROAD TO THE STATION ON THE LEFT.
 LZ1919'
 LZ1919'THE STATION MARK IS A STANDARD TRAVERSE MARK DISK STAMPED BRUHEM
 LZ1919'1969, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 LZ1919'PROJECTS 6 INCHES ABOVE GROUND.  IT IS 15 FEET NORTH OF THE TRACK
 LZ1919'ROAD, 8.5 FEET SOUTH OF A 4 INCH WHITE ASH TREE WITH A
 LZ1919'TRIANGULAR BLAZE, AND 7.9 FEET WEST OF THE WITNESS POST.  THE
 LZ1919'SUBSURFACE MARK IS 30 INCHES UNDERGROUND.
 LZ1919'
 LZ1919'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK STAMPED BRUHEM NO
 LZ1919'1 1969, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 LZ1919'PROJECTS 10 INCHES ABOVE GROUND.  IT IS 42.5 FEET NORTHEAST OF THE
 LZ1919'WITNESS POST, AND 13.2 FEET SOUTHWEST OF A 6 INCH MAPLE TREE
 LZ1919'WITH A TRIANGULAR BLAZE.
 LZ1919'
 LZ1919'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK STAMPED BRUHEM NO
 LZ1919'2 1969, CEMENTED FLUSH IN A DRILL HOLE IN A 1 BY 2 FOOT
 LZ1919'BEDROCK THAT IS FLUSH WITH THE GROUND.  IT IS 7.0 FEET NORTH OF A 4
 LZ1919'INCH WILD CHERRY TREE WITH A TRIANGULAR BLAZE, AND 54.4
 LZ1919'FEET SOUTHEAST OF THE WITNESS POST.
 LZ1919'
 LZ1919'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK STAMPED BRUHEM 1969,
 LZ1919'CEMENTED FLUSH IN A DRILL HOLE IN A 2 BY 3 FOOT
 LZ1919'BOULDER THAT PROJECTS 6 INCHES ABOVE GROUND.  IT IS 18.5 FEET SOUTH
 LZ1919'OF A 10 INCH WILD CHERRY TREE WITH A TRIANGULAR BLAZE, 8.0 FEET
 LZ1919'SOUTH OF THE APPROXIMATE CENTER OF THE TRACK ROAD, AND 2.0 FEET EAST
 LZ1919'OF A WITNESS POST.
 LZ1919'
 LZ1919'THE DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED BECAUSE OF
 LZ1919'TREES ON LINE.
 LZ1919'
 LZ1919'HEIGHT OF LIGHT ABOVE STATION MARK 18.23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2236 ***********************************************************************
 KX2236  DESIGNATION -  BRUSH
 KX2236  PID         -  KX2236
 KX2236  STATE/COUNTY-  PA/BLAIR
 KX2236  USGS QUAD   -  FRANKSTOWN (1994)
 KX2236
 KX2236                         *CURRENT SURVEY CONTROL
 KX2236  ___________________________________________________________________
 KX2236* NAD 83(1992)-  40 29 15.68390(N)    078 21 07.78634(W)     ADJUSTED  
 KX2236* NAVD 88     -       779.5    (meters)    2557.     (feet)  VERTCON   
 KX2236  ___________________________________________________________________
 KX2236  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 KX2236  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KX2236
 KX2236  HORZ ORDER  -  FIRST
 KX2236
 KX2236.The horizontal coordinates were established by classical geodetic methods
 KX2236.and adjusted by the National Geodetic Survey in June 2002..
 KX2236
 KX2236.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2236
 KX2236.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2236
 KX2236.The geoid height was determined by GEOID03.
 KX2236
 KX2236;                    North         East     Units Scale Factor Converg.
 KX2236;SPC PA S     -   128,348.248   548,949.124   MT  0.99995971   -0 23 26.4
 KX2236;SPC PA S     -   421,089.21  1,801,010.58   sFT  0.99995971   -0 23 26.4
 KX2236;UTM  17      - 4,485,256.491   724,415.144   MT  1.00021996   +1 43 11.7
 KX2236
 KX2236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2236!SPC PA S     -   0.99988290  x   0.99995971  =   0.99984261
 KX2236!UTM  17      -   0.99988290  x   1.00021996  =   1.00010283
 KX2236
 KX2236|---------------------------------------------------------------------|
 KX2236| PID    Reference Object                     Distance      Geod. Az  |
 KX2236|                                                           dddmmss.s |
 KX2236| CJ8161 BRUSH RM 1                           24.623 METERS 06502     |
 KX2236| KX2235 BRUSH MOUNTAIN LOT 1941               5.608 METERS 10907     |
 KX2236| CJ8162 BRUSH RM 2                           25.220 METERS 19425     |
 KX2236| KX2259 CRESSON HOSPITAL LAUNDRY STACK      APPROX.18.2 KM 2565936.0 |
 KX2236| KX2252 ALTOONA LOGAN VALLEY POWER STK      APPROX. 5.1 KM 2762206.0 |
 KX2236| KX2200 ALTOONA ST JAMES LUTH CH SPIRE      APPROX. 4.8 KM 3030625.9 |
 KX2236| KX2194 ALTOONA ST JOHN CATHEDRAL DOME      APPROX. 5.4 KM 3052116.7 |
 KX2236| CJ8160 BRUSH AZ MK                                        3065224.5 |
 KX2236|---------------------------------------------------------------------|
 KX2236
 KX2236                          SUPERSEDED SURVEY CONTROL
 KX2236
 KX2236  NAD 83(1986)-  40 29 15.69058(N)    078 21 07.79679(W) AD(       ) 1
 KX2236  NAD 27      -  40 29 15.43443(N)    078 21 08.74905(W) AD(       ) 1
 KX2236  NGVD 29 (07/19/86)  779.7    (m)         2558.     (f) VERT ANG       
 KX2236
 KX2236.Superseded values are not recommended for survey control.
 KX2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2236.See file dsdata.txt to determine how the superseded data were derived.
 KX2236
 KX2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE2441585256(NAD 83)
 KX2236_MARKER: DS = TRIANGULATION STATION DISK
 KX2236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2236
 KX2236  HISTORY     - Date     Condition        Report By
 KX2236  HISTORY     - 1941     MONUMENTED       CGS
 KX2236  HISTORY     - 1967     SEE DESCRIPTION  CGS
 KX2236
 KX2236                          STATION DESCRIPTION
 KX2236
 KX2236'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2236'THE STATION IS LOCATED ABOUT 4-1/2 MILES NE OF HOLLIDAYSBURG, ON THE
 KX2236'HIGHEST POINT AT THE S END OF BRUSH MOUNTAIN (A TIMBERED
 KX2236'MOUNTAIN) AND NEAR THE BRUSH MOUNTAIN LOOKOUT TOWER.  IT IS 10 FEET
 KX2236'NW OF THE NW LEG OF THE LOOKOUT TOWER AND NEAR THE CENTER OF A
 KX2236'CIRCULAR DRIVEWAY AROUND THE LOOKOUT TOWER.  MARK IS STAMPED BRUSH
 KX2236'1941 AND PROJECTS 1 FOOT.
 KX2236'
 KX2236'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KX2236'BRONZE DISKS SET IN CONCRETE.
 KX2236'
 KX2236'REFERENCE MARK NO. 1 IS 59 FEET NE OF THE NE LEG OF THE LOOKOUT
 KX2236'TOWER.  IT IS STAMPED BRUSH NO. 1 1941 AND PROJECTS 1 FOOT.
 KX2236'
 KX2236'REFERENCE MARK NO. 2 IS 78 FEET SW OF THE SW LEG OF THE LOOKOUT
 KX2236'TOWER.  IT IS STAMPED BRUSH NO. 2 1941 AND PROJECTS 1 FOOT.
 KX2236'
 KX2236'THE AZIMUTH MARK IS 15 FEET NE OF THE CENTER OF THE ROAD LEADING TO
 KX2236'THE STATION AND AT A POINT WHERE THE ROAD TURNS TO THE SW.  IT IS
 KX2236'STAMPED BRUSH 1941 AND PROJECTS 8 INCHES.  IT IS WITNESSED BY A 4- BY
 KX2236'4-INCH WHITE POST THAT PROJECTS 2-1/2 FEET.
 KX2236'
 KX2236'BRUSH MOUNTAIN LOOKOUT TOWER, OWNED AND OPERATED BY THE DEPARTMENT OF
 KX2236'FOREST AND WATERS OF THE STATE OF PENNSYLVANIA IS E OF THE STATION
 KX2236'AND WAS CONNECTED BY TRAVERSE.  THE DISTANCE FROM THE CENTER OF THE
 KX2236'BASE OF THE TOWER TO THE STATION IS 5.608 METERS (18.40 FEET)
 KX2236'N 70 DEG 53 MIN W.
 KX2236'
 KX2236'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 22 AND 220 AT
 KX2236'THE POST OFFICE IN HOLLIDAYSBURG, BY GOING E ON U.S. HIGHWAY 22
 KX2236'FOR 2.5 MILES TO A PAVED SIDE ROAD LEFT AT THE E EDGE OF FRANKSTOWN
 KX2236'AND THE W END OF A HIGHWAY CUT, TURN LEFT AND FOLLOW THIS ROAD
 KX2236'NORTHERLY UP A VALLEY FOR 0.55 MILE TO A CROSS ROAD, THEN KEEP
 KX2236'STRAIGHT AHEAD N AND W, UP THE MOUNTAIN FOR 1.7 MILES TO A MACADAM
 KX2236'SIDE ROAD LEFT, CONTINUE AHEAD FOR 0.1 MILE TO A NARROW ROCK SIDE
 KX2236'ROAD LEADING RIGHT, TURN RIGHT AND FOLLOW THIS NARROW ROAD UP
 KX2236'THE MOUNTAIN TO THE HIGHEST POINT, THE LOOKOUT TOWER AND THE STATION.
 KX2236'
 KX2236'A 24-FOOT LIGHT AT KETTLE IS VISIBLE FROM THE GROUND AT THIS STATION.
 KX2236'A 64-FOOT TOWER
 KX2236'WILL SEE A 24-FOOT LIGHT AT WOPSY.
 KX2236'A 64-FOOT TOWER WILL SEE AN
 KX2236'87-FOOT LIGHT AT ELSTIE.
 KX2236'A 77-FOOT TOWER WILL SEE A 4-FOOT LIGHT AT
 KX2236'HOLLIDAY.
 KX2236'A 77-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT BLUE KNOB.
 KX2236'
 KX2236'HEIGHT OF LIGHT ABOVE STATION MARK - 19 METERS.
 KX2236
 KX2236                          STATION RECOVERY (1967)
 KX2236
 KX2236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2236'THE AZIMUTH MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 KX2236'IN GOOD CONDITION.  THE STATION WAS RECOVERED BUT THE CONCRETE
 KX2236'POST HAD BEEN CHIPPED OFF AND ALL THAT REMAINED OF THE DISK WAS THE
 KX2236'SHANK.  A CENTER PUNCH HOLE WAS MADE ON THE SHANK AND THAT POINT
 KX2236'WAS HELD.  ALL THAT REMAINS OF THE LOOKOUT TOWER IS THE FOUR CONCRETE
 KX2236'BASES FOR THE LEGS.  THE DIRECTION TO THE AZIMUTH MARK FAILED TO
 KX2236'CHECK BY 9.4 SECONDS.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KX2236'
 KX2236'THE STATION IS LOCATED ABOUT 4.5 MILES NORTHEAST OF HOLLIDAYSBURG AND
 KX2236'ON THE HIGHEST POINT OF BRUSH MOUNTAIN.  THE PROPERTY IS OWNED
 KX2236'BY THE STATE OF PENNSYLVANIA, FOREST AND WATERS DEPARTMENT.
 KX2236'
 KX2236'TO REACH THE STATION FROM THE POST OFFICE IN HOLLIDAYSBURG, GO
 KX2236'SOUTHEAST ON ALLEGHENY STREET FOR 0.55 MILE TO THE JUNCTION OF
 KX2236'U.S. HIGHWAY 22, CONTINUE EASTERLY ON U.S. HIGHWAY 22 FOR 1.6 MILES
 KX2236'TO A SIDE ROAD LEFT, TURN LEFT AND GO NORTH ON FRANKSTOWN ROAD FOR
 KX2236'0.5 MILE TO A CROSSROAD, CONTINUE NORTHERLY ON FRANKSTOWN ROAD FOR
 KX2236'1.5 MILES TO A SIDE ROAD LEFT, SYLVAN HEIGHTS DRIVE, CONTINUE NORTH
 KX2236'ON FRANKSTOWN ROAD FOR 0.05 MILE TO A SIDE ROAD RIGHT, TURN RIGHT ON
 KX2236'THE TRACK ROAD AND GO NORTHEAST FOR 1.5 MILES TO A FORK, KEEP
 KX2236'RIGHT FORK AND GO EAST FOR 0.5 MILE TO A SIDE ROAD RIGHT,
 KX2236'CONTINUE STRAIGHT AHEAD FOR 0.75 MILE TO THE AZIMUTH MARK ON THE
 KX2236'LEFT, CONTINUE ON THE TRACK ROAD FOR 0.25 MILE TO THE HIGHEST POINT
 KX2236'OF HILL AND THE STATION.
 KX2236'
 KX2236'THE STATION MARK IS 16 FEET WEST OF THE NORTHWEST CONCRETE BASE OF
 KX2236'OLD LOOKOUT TOWER, 10 FEET NORTHWEST OF THE SOUTHWEST CONCRETE BASE
 KX2236'OF OLD LOOKOUT TOWER AND 5.8 FEET SOUTHWEST OF A METAL WITNESS POST.
 KX2236'THE MARK IS A CENTER PUNCH HOLE IN THE SHANK OF THE ORIGINAL DISK.
 KX2236'THE CONCRETE POST PROJECTS 3 INCHES.
 KX2236'
 KX2236'REFERENCE MARK NO. 1 IS 75.5 FEET NORTHEAST OF A METAL WITNESS POST
 KX2236'AND 24 FEET NORTH OF A 24-INCH OAK TREE.  THE MARK IS A STANDARD
 KX2236'DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES AND
 KX2236'STAMPED BRUSH NO 1 1941.
 KX2236'
 KX2236'REFERENCE MARK NO. 2 IS 20 FEET SOUTHEAST OF AN 8-INCH PINE TREE AND
 KX2236'10 FEET NORTH OF A 12-INCH OAK TREE.  THE MARK IS A STANDARD DISK
 KX2236'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES AND
 KX2236'STAMPED BRUSH NO 2 1941.  NONE 11A
 KX2236'
 KX2236'THE AZIMUTH MARK IS 15 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 KX2236'TRACK ROAD AND 2.3 FEET NORTH OF A METAL WITNESS POST.  THE MARK
 KX2236'IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 KX2236'PROJECTING 5 INCHES AND STAMPED BRUSH 1941.
 KX2236'
 KX2236'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4.5 MILES NORTHEAST
 KX2236'OF HOLLIDAYSBURG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2237 ***********************************************************************
 KX2237  DESIGNATION -  BRUSH MOUNTAIN
 KX2237  PID         -  KX2237
 KX2237  STATE/COUNTY-  PA/BLAIR
 KX2237  USGS QUAD   -  FRANKSTOWN (1994)
 KX2237
 KX2237                         *CURRENT SURVEY CONTROL
 KX2237  ___________________________________________________________________
 KX2237* NAD 83(1992)-  40 29 11.03917(N)    078 21 08.07170(W)     ADJUSTED  
 KX2237* NAVD 88     -       777.     (meters)    2549.     (feet)  SCALED    
 KX2237  ___________________________________________________________________
 KX2237  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 KX2237  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KX2237
 KX2237  HORZ ORDER  -  THIRD
 KX2237
 KX2237.The horizontal coordinates were established by classical geodetic methods
 KX2237.and adjusted by the National Geodetic Survey in June 2002..
 KX2237
 KX2237.The orthometric height was scaled from a topographic map.
 KX2237
 KX2237.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2237
 KX2237.The geoid height was determined by GEOID03.
 KX2237
 KX2237;                    North         East     Units Scale Factor Converg.
 KX2237;SPC PA S     -   128,205.033   548,941.427   MT  0.99995969   -0 23 26.6
 KX2237;SPC PA S     -   420,619.35  1,800,985.33   sFT  0.99995969   -0 23 26.6
 KX2237;SPC PA N     -    35,685.886   548,934.904   MT  1.00008774   -0 23 54.3
 KX2237;SPC PA N     -   117,079.44  1,800,963.93   sFT  1.00008774   -0 23 54.3
 KX2237;UTM  17      - 4,485,113.053   724,412.725   MT  1.00021995   +1 43 11.4
 KX2237
 KX2237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2237!SPC PA S     -   0.99988332  x   0.99995969  =   0.99984302
 KX2237!SPC PA N     -   0.99988332  x   1.00008774  =   0.99997105
 KX2237!UTM  17      -   0.99988332  x   1.00021995  =   1.00010325
 KX2237
 KX2237:                Primary Azimuth Mark                     Grid Az
 KX2237:SPC PA S     -  HARTMAN                                  193 26 13.1
 KX2237:SPC PA N     -  HARTMAN                                  193 26 40.8
 KX2237:UTM  17      -  HARTMAN                                  191 19 35.1
 KX2237
 KX2237|---------------------------------------------------------------------|
 KX2237| PID    Reference Object                     Distance      Geod. Az  |
 KX2237|                                                           dddmmss.s |
 KX2237| KX2256 HARTMAN                             APPROX.10.9 KM 1930246.5 |
 KX2237|---------------------------------------------------------------------|
 KX2237
 KX2237                          SUPERSEDED SURVEY CONTROL
 KX2237
 KX2237  NAD 83(1986)-  40 29 11.04341(N)    078 21 08.08412(W) AD(       ) 3
 KX2237  NAD 27      -  40 29 10.78061(N)    078 21 09.03094(W) AD(       ) 3
 KX2237
 KX2237.Superseded values are not recommended for survey control.
 KX2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2237.See file dsdata.txt to determine how the superseded data were derived.
 KX2237
 KX2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE2441385113(NAD 83)
 KX2237_MARKER: DD = SURVEY DISK
 KX2237_SETTING: 66 = SET IN ROCK OUTCROP
 KX2237_SP_SET: SET IN ROCK OUTCROP
 KX2237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX2237+STABILITY: POSITION/ELEVATION WELL
 KX2237
 KX2237  HISTORY     - Date     Condition        Report By
 KX2237  HISTORY     - 1900     MONUMENTED       USGS
 KX2237
 KX2237                          STATION DESCRIPTION
 KX2237
 KX2237'DESCRIBED BY US GEOLOGICAL SURVEY 1900
 KX2237'SITUATED ABOUT 5.0 MI NEARLY N. FROM HOLLIDAYSBURG, 40 FT LOWER THAN
 KX2237'HIGHEST PART OF THE SOUTHERN END OF BRUSH MOUNTAIN.  SIGHT LINES CUT
 KX2237'THROUGH TIMBER TOWARD OTHER STATIONS.
 KX2237'
 KX2237'STATION MARK, STANDARD TRIANGULATION DISK CEMENTED IN LARGE ROCK AND
 KX2237'BURIED IN GROUND, ABOVE WHICH IS A PILE OF ROCKS 5 FT HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2235 ***********************************************************************
 KX2235  DESIGNATION -  BRUSH MOUNTAIN LOT 1941
 KX2235  PID         -  KX2235
 KX2235  STATE/COUNTY-  PA/BLAIR
 KX2235  USGS QUAD   -  FRANKSTOWN (1994)
 KX2235
 KX2235                         *CURRENT SURVEY CONTROL
 KX2235  ___________________________________________________________________
 KX2235* NAD 83(1992)-  40 29 15.62436(N)    078 21 07.56135(W)     ADJUSTED  
 KX2235* NAVD 88     -                                                        
 KX2235  ___________________________________________________________________
 KX2235  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 KX2235  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KX2235
 KX2235  HORZ ORDER  -  THIRD
 KX2235
 KX2235.The horizontal coordinates were established by classical geodetic methods
 KX2235.and adjusted by the National Geodetic Survey in June 2002..
 KX2235
 KX2235
 KX2235.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2235
 KX2235.The geoid height was determined by GEOID03.
 KX2235
 KX2235;                    North         East     Units Scale Factor Converg.
 KX2235;SPC PA S     -   128,346.375   548,954.410   MT  0.99995971   -0 23 26.3
 KX2235;SPC PA S     -   421,083.07  1,801,027.93   sFT  0.99995971   -0 23 26.3
 KX2235;UTM  17      - 4,485,254.814   724,420.496   MT  1.00021999   +1 43 11.8
 KX2235
 KX2235                          SUPERSEDED SURVEY CONTROL
 KX2235
 KX2235  NAD 83(1986)-  40 29 15.63104(N)    078 21 07.57180(W) AD(       ) 4
 KX2235  NAD 27      -  40 29 15.37400(N)    078 21 08.52400(W) AD(       ) 3
 KX2235
 KX2235.Superseded values are not recommended for survey control.
 KX2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2235.See file dsdata.txt to determine how the superseded data were derived.
 KX2235
 KX2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE2442085255(NAD 83)
 KX2235_MARKER: 57 = LOOKOUT TOWER
 KX2235
 KX2235  HISTORY     - Date     Condition        Report By
 KX2235  HISTORY     - 1941     FIRST OBSERVED   CGS
 KX2235
 KX2235                          STATION DESCRIPTION
 KX2235
 KX2235'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2235'THE STATION IS THE FINIAL ON TOP THE BRUSH MOUNTAIN LOOKOUT TOWER,
 KX2235'LOCATED ABOUT 4.5 MILES NE OF HOLLIDAYSBURG ON THE HIGHEST POINT
 KX2235'AT THE S END OF BRUSH MOUNTAIN.  IT IS A FOUR-LEGGED STEEL STRUCTURE
 KX2235'ABOUT 70 FEET HIGH, OWNED AND OPERATED BY THE PENNSYLVANIA
 KX2235'DEPARTMENT OF FORESTS AND WATERS.  A TRAVERSE CONNECTION WAS MADE
 KX2235'FROM STATION BRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3742 ***********************************************************************
 KV3742  DESIGNATION -  BRYN MAWR
 KV3742  PID         -  KV3742
 KV3742  STATE/COUNTY-  PA/MONTGOMERY
 KV3742  USGS QUAD   -  NORRISTOWN (1992)
 KV3742
 KV3742                         *CURRENT SURVEY CONTROL
 KV3742  ___________________________________________________________________
 KV3742* NAD 83(1992)-  40 01 08.96211(N)    075 19 15.66487(W)     ADJUSTED  
 KV3742* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 KV3742  ___________________________________________________________________
 KV3742  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 KV3742  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KV3742
 KV3742  HORZ ORDER  -  SECOND
 KV3742
 KV3742.The horizontal coordinates were established by classical geodetic methods
 KV3742.and adjusted by the National Geodetic Survey in June 2002..
 KV3742
 KV3742.The orthometric height was scaled from a topographic map.
 KV3742
 KV3742.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3742
 KV3742.The geoid height was determined by GEOID03.
 KV3742
 KV3742;                    North         East     Units Scale Factor Converg.
 KV3742;SPC PA S     -    79,001.597   807,333.470   MT  0.99998769   +1 34 33.3
 KV3742;SPC PA S     -   259,191.07  2,648,726.56   sFT  0.99998769   +1 34 33.3
 KV3742;UTM  18      - 4,429,932.716   472,605.632   MT  0.99960924   -0 12 23.1
 KV3742
 KV3742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3742!SPC PA S     -   0.99998549  x   0.99998769  =   0.99997318
 KV3742!UTM  18      -   0.99998549  x   0.99960924  =   0.99959473
 KV3742
 KV3742|---------------------------------------------------------------------|
 KV3742| PID    Reference Object                     Distance      Geod. Az  |
 KV3742|                                                           dddmmss.s |
 KV3742| KV3743 WILSON LAUNDRY STACK                284.049 METERS 00157     |
 KV3742| KV3727 COLTON WINDMILL                     APPROX. 4.5 KM 0311130.6 |
 KV3742| KV3744 BRYN MAWR COLL TAYLOR HALL TWR      APPROX. 1.1 KM 0363000.3 |
 KV3742| KV3739 BALDWIN SCHOOL FINIAL               APPROX. 0.8 KM 0585407.4 |
 KV3742| KV3733 GLADWYNE PLAYFIELD FLAGPOLE         APPROX. 3.8 KM 0612243.6 |
 KV3742| KV3740 BRYN MAWR PRESB CH SPIRE            APPROX. 0.9 KM 0693913.1 |
 KV3742| KV3741 CHURCH OF REDEEMER FINIAL           APPROX. 1.3 KM 0752358.9 |
 KV3742| KV3754 ROBERTS TOWER FINIAL                APPROX. 5.6 KM 0781744.9 |
 KV3742| KV3718 CYNWYD SCHOOL CHIMNEY               APPROX. 6.8 KM 0963337.3 |
 KV3742| KV3728 MERION CRICKET CLUB BLDG FLAG       APPROX. 2.0 KM 1000021.3 |
 KV3742| KV3723 SISTERS OF MERCY FINIAL DOME        APPROX. 6.1 KM 1001442.2 |
 KV3742| KV3738 MERION CRICKET CLUB FLAGPOLE        APPROX. 1.9 KM 1031206.9 |
 KV3742| KV3730 TIMES MEDICAL                       APPROX. 3.0 KM 1130941.8 |
 KV3742| KV3726 AUTOCAR CO TANK                     APPROX. 2.6 KM 1143656.7 |
 KV3742| JU3270 ST CHARLES BARROMEO TOWER           APPROX. 6.5 KM 1185858.1 |
 KV3742| CB3668 BRYN MAWR RM 2                        3.273 METERS 13534     |
 KV3742| KV3745 BRYN MAWR HOSPITAL FINIAL            11.124 METERS 26219     |
 KV3742| CB3669 BRYN MAWR RM 3                        2.279 METERS 27643     |
 KV3742| KV3746 VILLANOVA COL ALUMNI HALL DOME      APPROX. 2.7 KM 3160632.8 |
 KV3742| CB3667 BRYN MAWR RM 1                        2.499 METERS 35244     |
 KV3742|---------------------------------------------------------------------|
 KV3742
 KV3742                          SUPERSEDED SURVEY CONTROL
 KV3742
 KV3742  NAD 83(1996)-  40 01 08.96217(N)    075 19 15.66518(W) AD(       ) 2
 KV3742  NAD 83(1991)-  40 01 08.95985(N)    075 19 15.66797(W) AD(       ) 2
 KV3742  NAD 83(1986)-  40 01 08.95541(N)    075 19 15.67511(W) AD(       ) 2
 KV3742  NAD 27      -  40 01 08.54600(N)    075 19 17.01600(W) AD(       ) 2
 KV3742
 KV3742.Superseded values are not recommended for survey control.
 KV3742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3742.See file dsdata.txt to determine how the superseded data were derived.
 KV3742
 KV3742_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7260629933(NAD 83)
 KV3742_MARKER: Z = SEE DESCRIPTION
 KV3742_SETTING: 0 = UNSPECIFIED SETTING
 KV3742_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3742
 KV3742  HISTORY     - Date     Condition        Report By
 KV3742  HISTORY     - 1937     MONUMENTED       CGS
 KV3742  HISTORY     - 1984     MARK NOT FOUND   PADT
 KV3742
 KV3742                          STATION DESCRIPTION
 KV3742
 KV3742'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (CIA)
 KV3742'STATION IS ON THE HIGHEST FLAT ROOF OF THE BRYN MAWR HOSPITAL, 12.65
 KV3742'FEET OFF THE OUTSIDE EDGE OF THE SANDSTONE COPING OF THE
 KV3742'NORTHEASTERLY PARAPET WALL AND 11 FEET OFF THE OUTSIDE EDGE OF THE
 KV3742'COPING OF THE SOUTHEASTERLY PARAPET WALL.
 KV3742'
 KV3742'STATION MARK IS A LEAD PLUG IN THE CONCRETE ROOF.
 KV3742'
 KV3742'REFERENCE MARK NO. 1 IS 8.190 FEET FROM THE STATION AND IS A LEAD
 KV3742'PLUG IN THE EASTERLY CONCRETE COLUMN SUPPORTING THE CONCRETE
 KV3742'UMBRELLA OVER THE VENTILATING PORTS.  IT IS IN THE SOUTHWESTERLY FACE
 KV3742'OF THE COLUMN, 4 INCHES ABOVE THE ROOF.
 KV3742'
 KV3742'REFERENCE MARK NO. 2 IS 10.734 FEET FROM THE STATION AND IS A LEAD
 KV3742'PLUG IN THE MIDDLE OF THE COPING OF THE SOUTHEASTERLY PARAPET WALL,
 KV3742'12.97 FEET SE FROM THE EASTERLY CORNER OF THE BUILDING.
 KV3742'
 KV3742'REFERENCE MARK NO. 3 IS 7.480 FEET FROM THE STATION AND IS A LEAD
 KV3742'PLUG IN THE SOUTHERLY CONCRETE COLUMN.  IT IS OPPOSITE
 KV3742'REFERENCE MARK NO. 1 AND 4 INCHES ABOVE THE ROOF.
 KV3742
 KV3742                          STATION RECOVERY (1984)
 KV3742
 KV3742'RECOVERY NOTE BY PA DEPT OF TRANSP 1984 (RBG)
 KV3742'THE STATION WAS NOT RECOVERED AT THIS DATE.
 KV3742'THE STATION MARK AND REFERENCE MARKS WERE ORIGINALLY DESCRIBED AS
 KV3742'BEING LEAD PLUGS SET IN THE ROOF AND PARAPET WALLS OF THE BRYN MAWR
 KV3742'HOSPITAL.
 KV3742'A SEARCH WAS CONDUCTED FOR THE STATION AND REFERENCE MARKS, ONLY
 KV3742'REFERENCE MARK NO 2 WAS RECOVERED.  THE CONCRETE COLUMNS REFERRED
 KV3742'TO IN THE DESCRIPTIONS FOR REFERENCE MARKS 1 AND 3 HAVE BEEN
 KV3742'DESTROYED.  THE ROOF HAS BEEN COATED WITH A TAR AND, NEW CHIP ROOF
 KV3742'COATING INSTALLED.  THE STATION PROBABLY STILL EXISTS UNDERNEATH
 KV3742'THE COATING, BUT FOR ALL PRACTICAL PURPOSES THIS STATION SHOULD BE
 KV3742'CONSIDERED DESTROYED.
 KV3742'
 KV3742'DESCRIBED BY R. B. GROSSER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3744 ***********************************************************************
 KV3744  DESIGNATION -  BRYN MAWR COLL TAYLOR HALL TWR
 KV3744  PID         -  KV3744
 KV3744  STATE/COUNTY-  PA/MONTGOMERY
 KV3744  USGS QUAD   -  NORRISTOWN (1992)
 KV3744
 KV3744                         *CURRENT SURVEY CONTROL
 KV3744  ___________________________________________________________________
 KV3744* NAD 83(1992)-  40 01 37.97600(N)    075 18 47.73710(W)     ADJUSTED  
 KV3744* NAVD 88     -                                                        
 KV3744  ___________________________________________________________________
 KV3744  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 KV3744  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KV3744
 KV3744  HORZ ORDER  -  THIRD
 KV3744
 KV3744.The horizontal coordinates were established by classical geodetic methods
 KV3744.and adjusted by the National Geodetic Survey in June 2002..
 KV3744
 KV3744
 KV3744.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3744
 KV3744.The geoid height was determined by GEOID03.
 KV3744
 KV3744;                    North         East     Units Scale Factor Converg.
 KV3744;SPC PA S     -    79,914.365   807,970.798   MT  0.99998665   +1 34 51.4
 KV3744;SPC PA S     -   262,185.71  2,650,817.53   sFT  0.99998665   +1 34 51.4
 KV3744;UTM  18      - 4,430,824.882   473,270.790   MT  0.99960880   -0 12 05.3
 KV3744
 KV3744                          SUPERSEDED SURVEY CONTROL
 KV3744
 KV3744  NAD 83(1996)-  40 01 37.97614(N)    075 18 47.73735(W) AD(       ) 4
 KV3744  NAD 83(1991)-  40 01 37.97392(N)    075 18 47.74007(W) AD(       ) 4
 KV3744  NAD 83(1986)-  40 01 37.96989(N)    075 18 47.74721(W) AD(       ) 4
 KV3744  NAD 27      -  40 01 37.56200(N)    075 18 49.08900(W) AD(       ) 3
 KV3744
 KV3744.Superseded values are not recommended for survey control.
 KV3744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3744.See file dsdata.txt to determine how the superseded data were derived.
 KV3744
 KV3744_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7327130825(NAD 83)
 KV3744
 KV3744  HISTORY     - Date     Condition        Report By
 KV3744  HISTORY     - 1937     FIRST OBSERVED   CGS
 KV3744  HISTORY     - 20010331 GOOD             NGS
 KV3744
 KV3744                          STATION DESCRIPTION
 KV3744
 KV3744'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (CIA)
 KV3744'STATION IS THE BASE OF THE WEATHER VANE ON TOP OF THE COPPER GREEN
 KV3744'PYRAMIDAL ROOF OVER THE SQUARE GRAY TOWER OF THE TAYLOR HALL OF
 KV3744'BRYN MAWR COLLEGE.
 KV3744
 KV3744                          STATION RECOVERY (2001)
 KV3744
 KV3744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV3744'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3745 ***********************************************************************
 KV3745  DESIGNATION -  BRYN MAWR HOSPITAL FINIAL
 KV3745  PID         -  KV3745
 KV3745  STATE/COUNTY-  PA/MONTGOMERY
 KV3745  USGS QUAD   -  NORRISTOWN (1992)
 KV3745
 KV3745                         *CURRENT SURVEY CONTROL
 KV3745  ___________________________________________________________________
 KV3745* NAD 83(1992)-  40 01 08.91388(N)    075 19 16.12976(W)     ADJUSTED  
 KV3745* NAVD 88     -                                                        
 KV3745  ___________________________________________________________________
 KV3745  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 KV3745  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KV3745
 KV3745  HORZ ORDER  -  THIRD
 KV3745
 KV3745.The horizontal coordinates were established by classical geodetic methods
 KV3745.and adjusted by the National Geodetic Survey in June 2002..
 KV3745
 KV3745
 KV3745.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3745
 KV3745.The geoid height was determined by GEOID03.
 KV3745
 KV3745;                    North         East     Units Scale Factor Converg.
 KV3745;SPC PA S     -    78,999.807   807,322.491   MT  0.99998769   +1 34 33.0
 KV3745;SPC PA S     -   259,185.20  2,648,690.54   sFT  0.99998769   +1 34 33.0
 KV3745;UTM  18      - 4,429,931.269   472,594.607   MT  0.99960925   -0 12 23.4
 KV3745
 KV3745                          SUPERSEDED SURVEY CONTROL
 KV3745
 KV3745  NAD 83(1996)-  40 01 08.91393(N)    075 19 16.13008(W) AD(       ) 4
 KV3745  NAD 83(1991)-  40 01 08.91158(N)    075 19 16.13285(W) AD(       ) 4
 KV3745  NAD 83(1986)-  40 01 08.90846(N)    075 19 16.13991(W) AD(       ) 4
 KV3745  NAD 27      -  40 01 08.49800(N)    075 19 17.48000(W) AD(       ) 3
 KV3745
 KV3745.Superseded values are not recommended for survey control.
 KV3745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3745.See file dsdata.txt to determine how the superseded data were derived.
 KV3745
 KV3745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7259529931(NAD 83)
 KV3745_MARKER: 82 = FINIAL
 KV3745
 KV3745  HISTORY     - Date     Condition        Report By
 KV3745  HISTORY     - 1937     FIRST OBSERVED   CGS
 KV3745
 KV3745                          STATION DESCRIPTION
 KV3745
 KV3745'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (CIA)
 KV3745'STATION IS THE FINIAL ON THE BALL ON TOP OF THE GRAY, SLIGHTLY CONVEX
 KV3745'PYRAMIDAL ROOF OVER THE RED-BRICK SQUARE TOWER OF THE BYRN
 KV3745'MAWR HOSPITAL AT OLD LANCASTER ROAD IN BYRN MAWR, PA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3740 ***********************************************************************
 KV3740  DESIGNATION -  BRYN MAWR PRESB CH SPIRE
 KV3740  PID         -  KV3740
 KV3740  STATE/COUNTY-  PA/MONTGOMERY
 KV3740  USGS QUAD   -  NORRISTOWN (1992)
 KV3740
 KV3740                         *CURRENT SURVEY CONTROL
 KV3740  ___________________________________________________________________
 KV3740* NAD 83(1992)-  40 01 18.79674(N)    075 18 41.16507(W)     ADJUSTED  
 KV3740* NAVD 88     -                                                        
 KV3740  ___________________________________________________________________
 KV3740  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 KV3740  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KV3740
 KV3740  HORZ ORDER  -  THIRD
 KV3740
 KV3740.The horizontal coordinates were established by classical geodetic methods
 KV3740.and adjusted by the National Geodetic Survey in June 2002..
 KV3740
 KV3740
 KV3740.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3740
 KV3740.The geoid height was determined by GEOID03.
 KV3740
 KV3740;                    North         East     Units Scale Factor Converg.
 KV3740;SPC PA S     -    79,327.352   808,142.899   MT  0.99998733   +1 34 55.6
 KV3740;SPC PA S     -   260,259.82  2,651,382.16   sFT  0.99998733   +1 34 55.6
 KV3740;UTM  18      - 4,430,233.023   473,424.491   MT  0.99960869   -0 12 01.0
 KV3740
 KV3740                          SUPERSEDED SURVEY CONTROL
 KV3740
 KV3740  NAD 83(1996)-  40 01 18.79683(N)    075 18 41.16529(W) AD(       ) 4
 KV3740  NAD 83(1991)-  40 01 18.79455(N)    075 18 41.16796(W) AD(       ) 4
 KV3740  NAD 83(1986)-  40 01 18.79040(N)    075 18 41.17497(W) AD(       ) 4
 KV3740  NAD 27      -  40 01 18.38200(N)    075 18 42.51700(W) AD(       ) 3
 KV3740
 KV3740.Superseded values are not recommended for survey control.
 KV3740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3740.See file dsdata.txt to determine how the superseded data were derived.
 KV3740
 KV3740_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7342430233(NAD 83)
 KV3740_MARKER: 90 = CHURCH SPIRE
 KV3740
 KV3740  HISTORY     - Date     Condition        Report By
 KV3740  HISTORY     - 1937     FIRST OBSERVED   CGS
 KV3740  HISTORY     - 1960     GOOD             CGS
 KV3740  HISTORY     - 1984     GOOD             USPSQD
 KV3740
 KV3740                          STATION DESCRIPTION
 KV3740
 KV3740'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (CIA)
 KV3740'STATION IS THE TIP OF THE SPIRE OF THE BRYN MAWR PRESBYTERIAN CHURCH,
 KV3740'ON THE NORTHEASTERLY SIDE OF MONTGOMERY AVENUE, BETWEEN
 KV3740'RADNOR STREET AND FISHERS ROAD.  THE SPIRE IS VERY SLENDER, GOTHIC
 KV3740'PINNACLE, SLATE-BLACK, OVER THE LIGHT GRAY STONE CORNER TOWER.
 KV3740
 KV3740                          STATION RECOVERY (1960)
 KV3740
 KV3740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JJC)
 KV3740'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 KV3740'CONDITION.  THE ORIGINAL DESCRIPTION WAS FOUND TO BE
 KV3740'ADEQUATE.
 KV3740
 KV3740                          STATION RECOVERY (1984)
 KV3740
 KV3740'RECOVERY NOTE BY US POWER SQUADRON 1984 (DAP)
 KV3740'N/A RECOVERED GOOD.
 KV3740'
 KV3740'RECOVERED AS DESCRIBED.  DESCRIPTION COMPLETE AND ADEQUATE.  15
 KV3740'SEPTEMBER 1984 1000 EDST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6148 ***********************************************************************
 KV6148  DESIGNATION -  BRYNCOED FARM
 KV6148  PID         -  KV6148
 KV6148  STATE/COUNTY-  PA/CHESTER
 KV6148  USGS QUAD   -  DOWNINGTOWN (1983)
 KV6148
 KV6148                         *CURRENT SURVEY CONTROL
 KV6148  ___________________________________________________________________
 KV6148* NAD 83(1992)-  40 07 28.37271(N)    075 37 46.23311(W)     ADJUSTED  
 KV6148* NAVD 88     -       155.7    (meters)     511.     (feet)  VERTCON   
 KV6148  ___________________________________________________________________
 KV6148  X           -   1,212,140.032 (meters)                     COMP
 KV6148  Y           -  -4,731,088.206 (meters)                     COMP
 KV6148  Z           -   4,088,648.290 (meters)                     COMP
 KV6148  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 KV6148  ELLIP HEIGHT-         121.87  (meters)          (06/21/02) GPS OBS
 KV6148  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KV6148
 KV6148  HORZ ORDER  -  SECOND
 KV6148  ELLP ORDER  -  FOURTH    CLASS I
 KV6148
 KV6148.The horizontal coordinates were established by GPS observations
 KV6148.and adjusted by the National Geodetic Survey in June 2002..
 KV6148
 KV6148.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6148
 KV6148.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6148
 KV6148.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6148
 KV6148.The ellipsoidal height was determined by GPS observations
 KV6148.and is referenced to NAD 83.
 KV6148
 KV6148.The geoid height was determined by GEOID03.
 KV6148
 KV6148;                    North         East     Units Scale Factor Converg.
 KV6148;SPC PA S     -    90,022.015   780,725.698   MT  0.99997561   +1 22 32.7
 KV6148;SPC PA S     -   295,347.23  2,561,430.89   sFT  0.99997561   +1 22 32.7
 KV6148;UTM  18      - 4,441,770.870   446,362.853   MT  0.99963542   -0 24 20.5
 KV6148
 KV6148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6148!SPC PA S     -   0.99998088  x   0.99997561  =   0.99995649
 KV6148!UTM  18      -   0.99998088  x   0.99963542  =   0.99961631
 KV6148
 KV6148                          SUPERSEDED SURVEY CONTROL
 KV6148
 KV6148  NAD 83(1996)-  40 07 28.37131(N)    075 37 46.23290(W) AD(       ) 2
 KV6148  NAD 83(1991)-  40 07 28.36898(N)    075 37 46.23566(W) AD(       ) 2
 KV6148  ELLIP H (01/27/92)  122.04   (m)                       GP(       ) 4 1
 KV6148  NAD 83(1986)-  40 07 28.36970(N)    075 37 46.23660(W) AD(       ) 2
 KV6148  NGVD 29 (03/28/90)  155.9    (m)          511.     (f) GPS OBS        
 KV6148
 KV6148.Superseded values are not recommended for survey control.
 KV6148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6148.See file dsdata.txt to determine how the superseded data were derived.
 KV6148
 KV6148_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK4636341771(NAD 83)
 KV6148_MARKER: DH = HORIZONTAL CONTROL DISK
 KV6148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6148_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KV6148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6148+STABILITY: SURFACE MOTION
 KV6148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6148+SATELLITE: SATELLITE OBSERVATIONS - March 15, 1987
 KV6148
 KV6148  HISTORY     - Date     Condition        Report By
 KV6148  HISTORY     - 1985     MONUMENTED       PADT
 KV6148  HISTORY     - 19870315 GOOD             GEOHYD
 KV6148
 KV6148                          STATION DESCRIPTION
 KV6148
 KV6148'DESCRIBED BY PA DEPT OF TRANSP 1985 (RBG)
 KV6148'THE STATION IS LOCATED ABOUT 5.0 KM (3.1 MI)
 KV6148'SOUTHEAST OF PUGHTOWN,
 KV6148'4.5 KM (2.8 MI) WEST OF KIMBERTON, AND
 KV6148'3.0 KM (1.9 MI) NORTH-NORTHWEST OF CHESTER SPRINGS, IN WEST VINCENT
 KV6148'TOWNSHIP, CHESTER COUNTY ON PROPERTY OF BRYNCOED FARMS.
 KV6148'OWNERSHIP--BRYNCOED FARMS, P.O. BOX 88 RD 2, CHESTER SPRINGS, PA.
 KV6148'19425, PHONE 215-827-7687.
 KV6148'CONTACT SILVIO SCHIAROLI.
 KV6148'
 KV6148'TO REACH THE STATION FROM THE POST OFFICE IN KIMBERTON, GO
 KV6148'WEST FOR 0.2 KM (0.15 MI) ON KIMBERTON ROAD TO AN INTERSECTION,
 KV6148'TURN RIGHT AND GO WEST-NORTHWEST FOR 1.2 KM (0.75 MI) ON PUGHTOWN
 KV6148'ROAD TO ST. MATTHEWS ROAD,
 KV6148'TURN LEFT AND GO WEST FOR 3.0 KM (1.85 MI) ON ST. MATTHEWS ROAD TO
 KV6148'FLOWING SPRINGS ROAD,
 KV6148'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.4 KM (0.25 MI) ON ST.
 KV6148'MATTHEWS ROAD TO THE ENTRANCE ROAD TO BRYNCOED FARMS,
 KV6148'TURN LEFT AND GO SOUTH FOR 0.16 KM (0.1 MI) ON THE ENTRANCE ROAD TO
 KV6148'THE FARM OFFICE AND THE STATION ON THE HILL BEHIND THE OFFICE.
 KV6148'
 KV6148'THE STATION IS A STANDARD PADT DISK
 KV6148'STAMPED---BRYNCOED FARM 1985---,
 KV6148'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6148'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6148'60.96 METERS (200 FT) WEST FROM THE OFFICE BUILDING,
 KV6148'6.8 METERS (22.3 FT) WEST-SOUTHWEST FROM AN 8 INCH DIAMETER PINE
 KV6148'TREE, AND
 KV6148'5.49 METERS (18.0 FT) NORTH-NORTHEAST FROM AN 8 INCH DIAMETER PINE
 KV6148'TREE.
 KV6148'THE UNDERGROUND MARK IS A STANDARD PADT DISK
 KV6148'STAMPED---BRYNCOED FARM 1985---,
 KV6148'SET INTO AN IRREGULAR MASS OF CONCRETE 1.03 METERS BELOW THE SURFACE.
 KV6148'
 KV6148'REFERENCE MARK NO. 1 IS A STANDARD PADT DISK
 KV6148'STAMPED---BRYNCOED FARM NO 1 1985---,
 KV6148'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6148'30 CM IN DIAMETER RECESSED 5.0 CM BELOW GROUND.  LOCATED
 KV6148'2.13 METERS (7.0 FT) SOUTHWEST FROM AN 8 INCH DIAMETER PINE TREE,
 KV6148'AND
 KV6148'4.88 METERS (16.0 FT) NORTHEAST FROM AN 8 INCH DIAMETER PINE TREE.
 KV6148'MARK IS .30 METERS BELOW THE STATION.
 KV6148'
 KV6148'REFERENCE MARK NO. 2 IS A STANDARD PADT DISK
 KV6148'STAMPED---BRYNCOED FARM NO 2 1985---,
 KV6148'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6148'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6148'5.33 METERS (17.5 FT) SOUTHWEST FROM AN 8 INCH DIAMETER PINE TREE,
 KV6148'AND
 KV6148'3.05 METERS (10.0 FT) NORTH FROM AN 8 INCH DIAMETER PINE TREE.
 KV6148'MARK IS LEVEL WITH THE STATION.
 KV6148'
 KV6148'REFERENCE MARK NO. 3 IS A STANDARD PADT DISK
 KV6148'STAMPED---BRYNCOED FARM NO 3 1985---,
 KV6148'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6148'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6148'10.2 METERS (33.5 FT) SOUTH-SOUTHEAST FROM A POWER POLE NUMBER
 KV6148'4285, AND
 KV6148'6.8 METERS (22.3 FT) EAST-NORTHEAST FROM THE CENTER OF FLOWING
 KV6148'SPRINGS ROAD.
 KV6148'MARK IS 10.6 METERS BELOW THE STATION.
 KV6148'
 KV6148'NOTE-STRICT SECURITY AT THIS STATION STOP AT FARM OFFICE OR
 KV6148'SECURITY OFFICE (FIRST HOUSE WEST OF FARM ENTRANCE ROAD ON ST.
 KV6148'MATTHEWS ROAD) BEFORE ENTERING PROPERTY. SECURITY PERSON-EDWARD
 KV6148'GOMEZ.
 KV6148'TO REACH REFERENCE MARK 3 (THE AZIMUTH MARK) FROM THE STATION, GO
 KV6148'NORTH 0.16 KM (0.1 MI) ON THE ENTRANCE ROAD TO ST. MATTHEWS ROAD,
 KV6148'TURN RIGHT AND GO EAST 0.4 KM (0.25 MI) ON ST. MATTHEWS ROAD TO
 KV6148'FLOWING SPRINGS ROAD, TURN LEFT AND GO NORTH-NORTHWEST 0.55 KM
 KV6148'(0.35 MI) ON FLOWING SPRINGS ROAD TO THE MARK ON THE LEFT IN A COW
 KV6148'PASTURE.
 KV6148'DESCRIBED BY R.B. GROSSER.
 KV6148
 KV6148                          STATION RECOVERY (1987)
 KV6148
 KV6148'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1987
 KV6148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1584 ***********************************************************************
 MA1584  DESIGNATION -  BSFW
 MA1584  PID         -  MA1584
 MA1584  STATE/COUNTY-  PA/CRAWFORD
 MA1584  USGS QUAD   -  SUGAR LAKE (1969)
 MA1584
 MA1584                         *CURRENT SURVEY CONTROL
 MA1584  ___________________________________________________________________
 MA1584* NAD 83(1986)-  41 34 27.     (N)    079 58 14.     (W)     SCALED    
 MA1584* NAVD 88     -       419.228  (meters)    1375.42   (feet)  ADJUSTED  
 MA1584  ___________________________________________________________________
 MA1584  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 MA1584  DYNAMIC HT  -         419.051 (meters)    1374.84  (feet)  COMP
 MA1584  MODELED GRAV-     980,187.5   (mgal)                       NAVD 88
 MA1584
 MA1584  VERT ORDER  -  SECOND    CLASS 0
 MA1584
 MA1584.The horizontal coordinates were scaled from a topographic map and have
 MA1584.an estimated accuracy of +/- 6 seconds.
 MA1584
 MA1584.The orthometric height was determined by differential leveling
 MA1584.and adjusted by the National Geodetic Survey in June 1991..
 MA1584
 MA1584.The geoid height was determined by GEOID03.
 MA1584
 MA1584.The dynamic height is computed by dividing the NAVD 88
 MA1584.geopotential number by the normal gravity value computed on the
 MA1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1584.degrees latitude (g = 980.6199 gals.).
 MA1584
 MA1584.The modeled gravity was interpolated from observed gravity values.
 MA1584
 MA1584;                    North         East    Units  Estimated Accuracy
 MA1584;SPC PA N     -   158,680.      414,830.      MT  (+/- 180 meters Scaled)
 MA1584
 MA1584                          SUPERSEDED SURVEY CONTROL
 MA1584
 MA1584  NGVD 29 (??/??/92)  419.400  (m)         1375.98   (f) ADJ UNCH    2 0
 MA1584
 MA1584.Superseded values are not recommended for survey control.
 MA1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1584.See file dsdata.txt to determine how the superseded data were derived.
 MA1584
 MA1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG858030(NAD 83)
 MA1584_MARKER: DD = SURVEY DISK
 MA1584_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1584_SP_SET: CONCRETE BASE
 MA1584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1584
 MA1584  HISTORY     - Date     Condition        Report By
 MA1584  HISTORY     - UNK      MONUMENTED       PADH
 MA1584  HISTORY     - 1967     GOOD             NGS
 MA1584
 MA1584                          STATION DESCRIPTION
 MA1584
 MA1584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1584'6.2 MI N FROM COCHRANTON.
 MA1584'6.2 MILES NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE IN
 MA1584'COCHRANTON, 150 FEET EAST OF THE CENTERLINE OF HIGHWAY, 60 FEET
 MA1584'SOUTH OF THE NORTHEAST CORNER OF HOUSE, 18 FEET NORTHEAST OF
 MA1584'THE SOUTHEAST CORNER OF HOUSE, SET IN THE TOP OF THE NORTHEAST
 MA1584'CORNER OF THE CONCRETE BASE OF THE DEPT, OF INTERIOR RADIO
 MA1584'ANTENNA AND IS ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2504 ***********************************************************************
 KX2504  SACS        -  This is a Secondary Airport Control Station.
 KX2504  DESIGNATION -  BTP A
 KX2504  PID         -  KX2504
 KX2504  STATE/COUNTY-  PA/BUTLER
 KX2504  USGS QUAD   -  BUTLER (1977)
 KX2504
 KX2504                         *CURRENT SURVEY CONTROL
 KX2504  ___________________________________________________________________
 KX2504* NAD 83(1992)-  40 46 29.67864(N)    079 57 23.15951(W)     ADJUSTED  
 KX2504* NAVD 88     -       375.70   (+/-2cm)    1232.6    (feet)  VERTCON   
 KX2504  ___________________________________________________________________
 KX2504  X           -     843,595.069 (meters)                     COMP
 KX2504  Y           -  -4,763,083.817 (meters)                     COMP
 KX2504  Z           -   4,143,749.164 (meters)                     COMP
 KX2504  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 KX2504  ELLIP HEIGHT-         341.86  (meters)          (08/09/01) GPS OBS
 KX2504  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KX2504
 KX2504  HORZ ORDER  -  FIRST
 KX2504  VERT ORDER  -  THIRD ? (See Below)
 KX2504  ELLP ORDER  -  FOURTH    CLASS II
 KX2504
 KX2504.This mark is at Butler Co/k W Scholter Fld Airport (BTP)
 KX2504
 KX2504.The horizontal coordinates were established by GPS observations
 KX2504.and adjusted by the National Geodetic Survey in September 1994..
 KX2504
 KX2504.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2504
 KX2504.GPS derived orthometric heights for airport stations designated as
 KX2504.PACS or SACS are published to 2 decimal places.  This maintains
 KX2504.centimeter relative accuracy between the PACS and SACS.  It does
 KX2504.not indicate centimeter accuracy relative to other marks which are
 KX2504.part of the NAVD 88 network.
 KX2504.The vertical order pertains to the NGVD 29 superseded value.
 KX2504
 KX2504.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KX2504
 KX2504.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2504
 KX2504.The ellipsoidal height was determined by GPS observations
 KX2504.and is referenced to NAD 83.
 KX2504
 KX2504.The geoid height was determined by GEOID03.
 KX2504
 KX2504;                    North         East     Units Scale Factor Converg.
 KX2504;SPC PA S     -   162,394.799   413,755.183   MT  0.99997548   -1 25 53.5
 KX2504;SPC PA S     -   532,790.27  1,357,461.80   sFT  0.99997548   -1 25 53.5
 KX2504;UTM  17      - 4,514,294.307   588,064.187   MT  0.99969545   +0 40 53.7
 KX2504
 KX2504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2504!SPC PA S     -   0.99994638  x   0.99997548  =   0.99992186
 KX2504!UTM  17      -   0.99994638  x   0.99969545  =   0.99964184
 KX2504
 KX2504                          SUPERSEDED SURVEY CONTROL
 KX2504
 KX2504  ELLIP H (09/15/94)  341.84   (m)                       GP(       ) 4 1
 KX2504  NGVD 29 (09/15/94)  375.84   (m)         1233.1    (f) LEVELING    3  
 KX2504
 KX2504.Superseded values are not recommended for survey control.
 KX2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2504.See file dsdata.txt to determine how the superseded data were derived.
 KX2504
 KX2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF8806414294(NAD 83)
 KX2504_MARKER: DS = TRIANGULATION STATION DISK
 KX2504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2504_SP_SET: CONCRETE POST
 KX2504_STAMPING: BTP A 1976
 KX2504_MARK LOGO: NOS   
 KX2504_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX2504+STABILITY: SURFACE MOTION
 KX2504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX2504+SATELLITE: SATELLITE OBSERVATIONS - 1976
 KX2504
 KX2504  HISTORY     - Date     Condition        Report By
 KX2504  HISTORY     - 1976     MONUMENTED       NOS
 KX2504  HISTORY     - 19880615 GOOD             NGS
 KX2504
 KX2504                          STATION DESCRIPTION
 KX2504
 KX2504'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 KX2504'STATION IS LOCATED AT THE BUTLER COUNTY AIRPORT WHICH IS ABOUT 5 MI
 KX2504'(8.0 KM) SOUTH OF THE CITY OF BUTLER, PA ABOUT 1 MI (1.6 KM) WEST OF
 KX2504'STATE ROUTE 8.
 KX2504'ACCESS TO THE FIELD SHOULD BE ARRANGED THROUGH THE AIRPORT MANAGER AT
 KX2504'THE BEAVER AVIATION SERVICE, INC HANGAR.  OFFICE PHONE NUMBER IS
 KX2504'412-586-7786.
 KX2504'TO REACH FROM THE MAIN HANGAR (THE NORTHERNMOST BRICK AND SHEET METAL
 KX2504'HANGAR) PROCEED SOUTH ACROSS THE RAMP TO A TAXIWAY RUNNING PARALLEL
 KX2504'TO THE RUNWAY.  TURN RIGHT AND DRIVE WEST ON TAXIWAY TO RUNWAY END 8.
 KX2504'CROSS RUNWAY TO STATION ON THE SOUTH SIDE OF THE RUNWAY AND ON LINE
 KX2504'WITH THE END OF THE RUNWAY.
 KX2504'IT IS 124.7 FT (38.0 M) SOUTH-SOUTHEAST OF THE CENTERLINE END OF THE
 KX2504'RUNWAY, 178.9 FT (54.5 M) SOUTHWEST OF THE FIRST RUNWAY LIGHT EAST OF
 KX2504'THE RUNWAY END, 75.0 FT (22.9 M) SOUTH OF THE SOUTH EDGE OF THE
 KX2504'RUNWAY AND 69.5 FT (21.2 M) SOUTHEAST OF THE MOST SOUTHERLY THRESHOLD
 KX2504'LIGHT MARKING THE RUNWAY END.
 KX2504
 KX2504                          STATION RECOVERY (1988)
 KX2504
 KX2504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KX2504'THE STATION IS LOCATED ON THE WEST SIDE OF THE BUTLER GRAHAM AIRPORT,
 KX2504'124.7 FT (38.0 M) SOUTH-SOUTHEAST OF THE CENTERLINE END OF RUNWAY 8,
 KX2504'178.9 FT (54.5 M) SOUTHWEST OF FIRST RUNWAY LIGHT EAST OF END, 75.0 FT
 KX2504'(22.9 M) SOUTH OF THE SOUTH EDGE OF RUNWAY AND 69.5 FT (21.2 M)
 KX2504'SOUTHEAST OF MOST SOUTHERLY THRESHOLD LIGHT.  THE STATION IS A
 KX2504'STANDARD NOS DISK STAMPED---BTP A 1976---, SET IN THE TOP OF A 8 INCH
 KX2504'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2505 ***********************************************************************
 KX2505  SACS        -  This is a Secondary Airport Control Station.
 KX2505  DESIGNATION -  BTP C
 KX2505  PID         -  KX2505
 KX2505  STATE/COUNTY-  PA/BUTLER
 KX2505  USGS QUAD   -  BUTLER (1977)
 KX2505
 KX2505                         *CURRENT SURVEY CONTROL
 KX2505  ___________________________________________________________________
 KX2505* NAD 83(1992)-  40 46 43.39262(N)    079 56 39.50713(W)     ADJUSTED  
 KX2505* NAVD 88     -       378.30   (+/-2cm)    1241.1    (feet)  VERTCON   
 KX2505  ___________________________________________________________________
 KX2505  X           -     844,555.176 (meters)                     COMP
 KX2505  Y           -  -4,762,635.070 (meters)                     COMP
 KX2505  Z           -   4,144,071.241 (meters)                     COMP
 KX2505  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 KX2505  ELLIP HEIGHT-         344.48  (meters)          (08/09/01) GPS OBS
 KX2505  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KX2505
 KX2505  HORZ ORDER  -  FIRST
 KX2505  VERT ORDER  -  THIRD ? (See Below)
 KX2505  ELLP ORDER  -  FOURTH    CLASS II
 KX2505
 KX2505.This mark is at Butler Co/k W Scholter Fld Airport (BTP)
 KX2505
 KX2505.The horizontal coordinates were established by GPS observations
 KX2505.and adjusted by the National Geodetic Survey in September 1994..
 KX2505
 KX2505.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2505
 KX2505.GPS derived orthometric heights for airport stations designated as
 KX2505.PACS or SACS are published to 2 decimal places.  This maintains
 KX2505.centimeter relative accuracy between the PACS and SACS.  It does
 KX2505.not indicate centimeter accuracy relative to other marks which are
 KX2505.part of the NAVD 88 network.
 KX2505.The vertical order pertains to the NGVD 29 superseded value.
 KX2505
 KX2505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KX2505
 KX2505.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2505
 KX2505.The ellipsoidal height was determined by GPS observations
 KX2505.and is referenced to NAD 83.
 KX2505
 KX2505.The geoid height was determined by GEOID03.
 KX2505
 KX2505;                    North         East     Units Scale Factor Converg.
 KX2505;SPC PA S     -   162,792.192   414,789.008   MT  0.99997585   -1 25 25.1
 KX2505;SPC PA S     -   534,094.05  1,360,853.60   sFT  0.99997585   -1 25 25.1
 KX2505;UTM  17      - 4,514,729.429   589,082.371   MT  0.99969767   +0 41 22.4
 KX2505
 KX2505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2505!SPC PA S     -   0.99994597  x   0.99997585  =   0.99992182
 KX2505!UTM  17      -   0.99994597  x   0.99969767  =   0.99964365
 KX2505
 KX2505                          SUPERSEDED SURVEY CONTROL
 KX2505
 KX2505  ELLIP H (09/15/94)  344.46   (m)                       GP(       ) 4 1
 KX2505  NGVD 29 (09/15/94)  378.44   (m)         1241.6    (f) LEVELING    3  
 KX2505
 KX2505.Superseded values are not recommended for survey control.
 KX2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2505.See file dsdata.txt to determine how the superseded data were derived.
 KX2505
 KX2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF8908214729(NAD 83)
 KX2505_MARKER: DS = TRIANGULATION STATION DISK
 KX2505_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KX2505_STAMPING: BTP C 1993
 KX2505_MARK LOGO: NOS   
 KX2505_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX2505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX2505+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KX2505
 KX2505  HISTORY     - Date     Condition        Report By
 KX2505  HISTORY     - 1993     MONUMENTED       NOS
 KX2505  HISTORY     - 19910925 GOOD             NGS
 KX2505
 KX2505                          STATION DESCRIPTION
 KX2505
 KX2505'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 KX2505'STATION IS LOCATED AT THE BUTLER COUNTY AIRPORT WHICH IS ABOUT 5 MI
 KX2505'(8.0 KM) SOUTH OF THE CITY OF BUTLER, PA ABOUT 1 MI (1.6 KM) WEST OF
 KX2505'STATE ROUTE 8.
 KX2505'ACCESS TO THE FIELD SHOULD BE ARRANGED THROUGH THE AIRPORT MANAGER AT
 KX2505'THE BEAVER AVIATION SERVICE, INC HANGAR.  OFFICE PHONE NUMBER IS
 KX2505'412-586-7786.
 KX2505'TO REACH FROM THE MAIN HANGAR (THE NORTHERNMOST BRICK AND SHEET METAL
 KX2505'HANGAR) PROCEED SOUTH ACROSS THE RAMP TO A TAXIWAY RUNNING PARALLEL
 KX2505'TO THE RUNWAY.  TURN LEFT (EAST) AND DRIVE 0.3 MI (0.5 KM) TO A
 KX2505'CONNECTOR TAXIWAY AND THE STATION IN THE GRASS AREA WEST OF THE
 KX2505'CONNECTOR TAXIWAY BETWEEN THE PARALLEL TAXIWAY AND RUNWAY.
 KX2505'STATION IS CEMENTED INTO A DRILL HOLE IN THE NORTHEAST CORNER OF THE
 KX2505'CONCRETE FRAME OF A DRAIN.
 KX2505
 KX2505                          STATION RECOVERY (1991)
 KX2505
 KX2505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KX2505'LOCATED ON THE BUTLER COUNTY AIRPORT WHICH IS ABOUT 5 MI (8.0 KM)
 KX2505'SOUTH OF THE JUNCTION OF STATE ROUTES 356 AND 8 AT THE SOUTH SIDE OF
 KX2505'THE CITY OF BUTLER.  FROM THE JUNCTION OF ROADS PROCEED SOUTH ABOUT 5
 KX2505'MI (8.0 KM) ON STATE ROUTE 8 TO AIRPORT ROAD ON LEFT (WEST) .  TURN
 KX2505'LEFT THENCE 1.0 MI (1.6 KM) TO AIRPORT ON LEFT.  FROM THE MAIN HANGAR
 KX2505'PROCEED SOUTH TO A TAXIWAY RUNNING PARALLEL TO THE RUNWAY.  TURN EAST
 KX2505'THEN GO .3 MI (0.5 KM) TO TAXIWAY LEADING TO RUNWAY AND STATION ON
 KX2505'RIGHT IN A CONCRETE DRAIN JUST WEST OF THE TAXIWAY LEADING TO THE
 KX2505'RUNWAY.  IT IS A STANDARD NOS DISK SET INTO A DRILL HOLE IN THE
 KX2505'NORTHEAST CORNER OF THE CONCRETE FRAME OF A STROM DRAIN.  DISK IS
 KX2505'STAMPED---BTP C 1993---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1346 ***********************************************************************
 KW1346  DESIGNATION -  BUBECK
 KW1346  PID         -  KW1346
 KW1346  STATE/COUNTY-  PA/LEBANON
 KW1346  USGS QUAD   -  INDIANTOWN GAP (1977)
 KW1346
 KW1346                         *CURRENT SURVEY CONTROL
 KW1346  ___________________________________________________________________
 KW1346* NAD 83(1992)-  40 29 50.07353(N)    076 31 07.77231(W)     ADJUSTED  
 KW1346* NAVD 88     -       166.935  (meters)     547.69   (feet)  ADJUSTED  
 KW1346  ___________________________________________________________________
 KW1346  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 KW1346  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KW1346  DYNAMIC HT  -         166.851 (meters)     547.41  (feet)  COMP
 KW1346  MODELED GRAV-     980,124.6   (mgal)                       NAVD 88
 KW1346
 KW1346  HORZ ORDER  -  SECOND
 KW1346  VERT ORDER  -  SECOND    CLASS 0
 KW1346
 KW1346.The horizontal coordinates were established by classical geodetic methods
 KW1346.and adjusted by the National Geodetic Survey in June 2002..
 KW1346
 KW1346.The orthometric height was determined by differential leveling
 KW1346.and adjusted by the National Geodetic Survey in June 1991..
 KW1346
 KW1346.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW1346
 KW1346.The geoid height was determined by GEOID03.
 KW1346
 KW1346.The dynamic height is computed by dividing the NAVD 88
 KW1346.geopotential number by the normal gravity value computed on the
 KW1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1346.degrees latitude (g = 980.6199 gals.).
 KW1346
 KW1346.The modeled gravity was interpolated from observed gravity values.
 KW1346
 KW1346;                    North         East     Units Scale Factor Converg.
 KW1346;SPC PA S     -   129,962.397   704,360.596   MT  0.99995983   +0 47 55.6
 KW1346;SPC PA S     -   426,384.96  2,310,889.72   sFT  0.99995983   +0 47 55.6
 KW1346;UTM  18      - 4,484,056.619   371,296.385   MT  0.99980390   -0 59 11.3
 KW1346
 KW1346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW1346!SPC PA S     -   0.99997918  x   0.99995983  =   0.99993901
 KW1346!UTM  18      -   0.99997918  x   0.99980390  =   0.99978308
 KW1346
 KW1346|---------------------------------------------------------------------|
 KW1346| PID    Reference Object                     Distance      Geod. Az  |
 KW1346|                                                           dddmmss.s |
 KW1346| KW1347 BUBECK RM 1                          18.133 METERS 08238     |
 KW1346| KW1345 BUBECK RM 2                          22.113 METERS 19212     |
 KW1346| KW1343 NARROW                              APPROX. 1.5 KM 2355100.4 |
 KW1346|---------------------------------------------------------------------|
 KW1346
 KW1346                          SUPERSEDED SURVEY CONTROL
 KW1346
 KW1346  NAD 83(1986)-  40 29 50.06625(N)    076 31 07.77611(W) AD(       ) 2
 KW1346  NAD 27      -  40 29 49.74480(N)    076 31 08.90780(W) AD(       ) 2
 KW1346  NGVD 29 (??/??/??)  167.138  (m)          548.35   (f) ADJUSTED    2 0
 KW1346
 KW1346.Superseded values are not recommended for survey control.
 KW1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1346.See file dsdata.txt to determine how the superseded data were derived.
 KW1346
 KW1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK7129684057(NAD 83)
 KW1346_MARKER: DS = TRIANGULATION STATION DISK
 KW1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1346_STAMPING: BUBECK 1960
 KW1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1346+STABILITY: SURFACE MOTION
 KW1346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1346+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2005
 KW1346
 KW1346  HISTORY     - Date     Condition        Report By
 KW1346  HISTORY     - 1960     MONUMENTED       CGS
 KW1346  HISTORY     - 1960     GOOD             CGS
 KW1346  HISTORY     - 1965     MARK NOT FOUND   USN
 KW1346  HISTORY     - 1967     GOOD             AEROS
 KW1346  HISTORY     - 20050325 GOOD             GEOCAC
 KW1346
 KW1346                          STATION DESCRIPTION
 KW1346
 KW1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW1346'THE STATION IS LOCATED ON THE HIGHEST POINT OF A TIMBER COVERED
 KW1346'RIDGE, ABOUT 5.0 MILES NORTHEAST OF INDIANTOWN GAP, 3-1/2 MILES
 KW1346'SOUTHWEST OF SUEDBERG, 3-1/4 MILES NORTH OF LICKDALE AND IS ON
 KW1346'PROPERTY OWNED BY MR. PERCY BUBECK.
 KW1346'
 KW1346'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 72 AND 343
 KW1346'IN THE SOUTH EDGE OF THE VILLAGE OF LICKDALE, GO NORTH ON STATE
 KW1346'HIGHWAY 72 FOR 1.95 MILES TO A Y-INTERSECTION AND A BRIDGE ON THE
 KW1346'RIGHT, EAST, SIDE OF THE HIGHWAY.  TAKE THE RIGHT FORK AND GO EAST,
 KW1346'CROSSING THE RIVER BRIDGE, FOR 0.06 MILE TO A T-INTERSECTION.  TURN
 KW1346'LEFT AND GO NORTH AND NORTHEAST ON A GRAVELED ROAD FOR 2.05 MILES
 KW1346'TO THE TOP OF THE RIDGE AND STATION ON THE LEFT, NORTH, SIDE OF THE
 KW1346'GRAVELED ROAD.
 KW1346'
 KW1346'THE STATION MARK, A STANDARD DISK STAMPED BUBECK 1960, IS SET IN THE
 KW1346'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES
 KW1346'ABOVE THE SURFACE OF THE GROUND.  IT IS 42.9 FEET NORTH-NORTHEAST OF
 KW1346'POWERLINE POLE NO. 383-254, 23.4 FEET NORTHEAST OF A 18-INCH OAK
 KW1346'TREE AND 21.4 FEET NORTHWEST OF THE CENTERLINE OF A GRAVELED ROAD.
 KW1346'
 KW1346'REFERENCE MARK 1, A STANDARD DISK STAMPED BUBECK NO 1 1960, IS SET IN
 KW1346'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3
 KW1346'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 71.0 FEET
 KW1346'EAST-NORTHEAST OF POWERLINE POLE NO. 383-254, 16.6 FEET SOUTHEAST OF
 KW1346'THE CENTERLINE OF A GRAVELED ROAD AND IS ABOUT 18 INCHES HIGHER THAN
 KW1346'THE STATION.
 KW1346'
 KW1346'REFERENCE MARK 2, A STANDARD DISK STAMPED BUBECK NO 2 1960, IS SET IN
 KW1346'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 KW1346'INCHES ABOVE THE GROUND.  IT IS 48.0 FEET EAST-SOUTHEAST OF THE
 KW1346'INTERSECTION OF A DRIVEWAY, 38.0 FEET WEST-SOUTHWEST OF POWERLINE
 KW1346'POLE NO. 383-254, 15.0 FEET SOUTHEAST OF THE CENTERLINE OF A GRAVELED
 KW1346'ROAD AND IS ABOUT 18 INCHES HIGHER THAN THE STATION.
 KW1346'
 KW1346'AN AZIMUTH MARK OR A REFERENCE MARK 3 WAS NOT ESTABLISHED FOR THIS
 KW1346'STATION.
 KW1346'
 KW1346'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KW1346
 KW1346                          STATION RECOVERY (1960)
 KW1346
 KW1346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KW1346'4 MI N FROM LICKDALE.
 KW1346'ABOUT 1.85 MILES NORTH ALONG STATE HIGHWAY 72 FROM ITS JUNCTION
 KW1346'WITH STATE HIGHWAY 343 AT LICKDALE, THENCE 0.1 MILE EAST ACROSS
 KW1346'SWATARA CREEK, THENCE 2.05 MILES NORTH-NORTHWEST ALONG A GRAVEL
 KW1346'ROAD, AT THE TOP OF A WOODED HILL, 22 1/2 FEET NORTHWEST OF THE
 KW1346'CENTER OF A ROAD, 22.0 FEET NORTHWEST OF A 20-INCH OAK TREE, 43.4
 KW1346'FEET NORTH AND ACROSS ROAD FROM POWERLINE POLE NO. 383-284, 17
 KW1346'FEET WEST OF A 16-INCH OAK TREE, 2 FEET ABOVE THE ROAD AND PROJECTS
 KW1346'ABOUT 2 INCHES ABOVE THE LEVEL OF THE GROUND AND IS SET IN THE TOP
 KW1346'OF A CONCRETE POST
 KW1346
 KW1346                          STATION RECOVERY (1965)
 KW1346
 KW1346'RECOVERY NOTE BY US NAVY 1965
 KW1346'RECOVERED GENERAL AREA BUT DID NOT SEARCH FOR MARK AS IT WAS ON
 KW1346'OCCUPIED PROPERTY.
 KW1346
 KW1346                          STATION RECOVERY (1967)
 KW1346
 KW1346'RECOVERY NOTE BY AERO SERVICE CORPORATION 1967
 KW1346'STATION WAS SEARCHED FOR AND FOUND IN GOOD CONDITION.
 KW1346
 KW1346                          STATION RECOVERY (2005)
 KW1346
 KW1346'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW1346'STATION IS LOCATED IN SWATARA STATE PARK. ALL REFERENCE POINTS REMAIN
 KW1346'BUT ROAD IS NO LONGER USED FOR REGULAR TRAVEL. POWER POLE STANDS BUT
 KW1346'IS NOT USED. STATION WAS BURIED UNDER 2 INCHES OF DIRT BUT WAS
 KW1346'UNCOVERED. REFERENCE MARKS 1 AND 2 WERE FOUND AS DESCRIBED. EVIDENCE
 KW1346'OF DRIVEWAY ENTRANCE REMAINS BUT IS BLOCKED ABOUT 10 FEET IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1347 ***********************************************************************
 KW1347  DESIGNATION -  BUBECK RM 1
 KW1347  PID         -  KW1347
 KW1347  STATE/COUNTY-  PA/LEBANON
 KW1347  USGS QUAD   -  INDIANTOWN GAP (1977)
 KW1347
 KW1347                         *CURRENT SURVEY CONTROL
 KW1347  ___________________________________________________________________
 KW1347* NAD 83(1986)-  40 29 49.     (N)    076 31 07.     (W)     SCALED    
 KW1347* NAVD 88     -       166.972  (meters)     547.81   (feet)  ADJUSTED  
 KW1347  ___________________________________________________________________
 KW1347  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KW1347  DYNAMIC HT  -         166.888 (meters)     547.53  (feet)  COMP
 KW1347  MODELED GRAV-     980,124.6   (mgal)                       NAVD 88
 KW1347
 KW1347  VERT ORDER  -  SECOND    CLASS 0
 KW1347
 KW1347.The horizontal coordinates were scaled from a topographic map and have
 KW1347.an estimated accuracy of +/- 6 seconds.
 KW1347
 KW1347.The orthometric height was determined by differential leveling
 KW1347.and adjusted by the National Geodetic Survey in June 1991..
 KW1347
 KW1347.The geoid height was determined by GEOID03.
 KW1347
 KW1347.The dynamic height is computed by dividing the NAVD 88
 KW1347.geopotential number by the normal gravity value computed on the
 KW1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1347.degrees latitude (g = 980.6199 gals.).
 KW1347
 KW1347.The modeled gravity was interpolated from observed gravity values.
 KW1347
 KW1347;                    North         East    Units  Estimated Accuracy
 KW1347;SPC PA S     -   129,930.      704,380.      MT  (+/- 180 meters Scaled)
 KW1347
 KW1347                          SUPERSEDED SURVEY CONTROL
 KW1347
 KW1347  NGVD 29 (??/??/??)  167.176  (m)          548.48   (f) ADJUSTED    2 0
 KW1347
 KW1347.Superseded values are not recommended for survey control.
 KW1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1347.See file dsdata.txt to determine how the superseded data were derived.
 KW1347
 KW1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK713840(NAD 83)
 KW1347_MARKER: DR = REFERENCE MARK DISK
 KW1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1347_STAMPING: BUBECK NO 1 1960
 KW1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1347+STABILITY: SURFACE MOTION
 KW1347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1347+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2005
 KW1347
 KW1347  HISTORY     - Date     Condition        Report By
 KW1347  HISTORY     - 1960     MONUMENTED       CGS
 KW1347  HISTORY     - 20050325 GOOD             GEOCAC
 KW1347
 KW1347                          STATION DESCRIPTION
 KW1347
 KW1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1347'4 MI N FROM LICKDALE.
 KW1347'ABOUT 1.85 MILES NORTH ALONG STATE HIGHWAY 72 FROM ITS JUNCTION
 KW1347'WITH STATE HIGHWAY 343 AT LICKDALE, THENCE 0.1 MILE EAST ACROSS
 KW1347'SWATARA CREEK, THENCE 2.05 MILES NORTH-NORTHWEST ALONG GRAVEL ROAD,
 KW1347'AT THE TOP OF A WOODED HILL, 59.4 FEET EAST-NORTHEAST ACROSS THE
 KW1347'ROAD FROM THE STATION, 16 FEET SOUTHEAST OF THE CENTER OF THE
 KW1347'ROAD, 4 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 KW1347'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 KW1347
 KW1347                          STATION RECOVERY (2005)
 KW1347
 KW1347'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW1347'STATION IS LOCATED IN SWATARA STATE PARK. ALL REFERENCE POINTS REMAIN
 KW1347'BUT ROAD IS NO LONGER USED FOR REGULAR TRAVEL. POWER POLE STANDS BUT
 KW1347'IS NOT USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1345 ***********************************************************************
 KW1345  DESIGNATION -  BUBECK RM 2
 KW1345  PID         -  KW1345
 KW1345  STATE/COUNTY-  PA/LEBANON
 KW1345  USGS QUAD   -  INDIANTOWN GAP (1977)
 KW1345
 KW1345                         *CURRENT SURVEY CONTROL
 KW1345  ___________________________________________________________________
 KW1345* NAD 83(1986)-  40 29 49.     (N)    076 31 07.     (W)     SCALED    
 KW1345* NAVD 88     -       168.122  (meters)     551.58   (feet)  ADJUSTED  
 KW1345  ___________________________________________________________________
 KW1345  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KW1345  DYNAMIC HT  -         168.038 (meters)     551.30  (feet)  COMP
 KW1345  MODELED GRAV-     980,124.6   (mgal)                       NAVD 88
 KW1345
 KW1345  VERT ORDER  -  SECOND    CLASS 0
 KW1345
 KW1345.The horizontal coordinates were scaled from a topographic map and have
 KW1345.an estimated accuracy of +/- 6 seconds.
 KW1345
 KW1345.The orthometric height was determined by differential leveling
 KW1345.and adjusted by the National Geodetic Survey in June 1991..
 KW1345
 KW1345.The geoid height was determined by GEOID03.
 KW1345
 KW1345.The dynamic height is computed by dividing the NAVD 88
 KW1345.geopotential number by the normal gravity value computed on the
 KW1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1345.degrees latitude (g = 980.6199 gals.).
 KW1345
 KW1345.The modeled gravity was interpolated from observed gravity values.
 KW1345
 KW1345;                    North         East    Units  Estimated Accuracy
 KW1345;SPC PA S     -   129,930.      704,380.      MT  (+/- 180 meters Scaled)
 KW1345
 KW1345                          SUPERSEDED SURVEY CONTROL
 KW1345
 KW1345  NGVD 29 (??/??/??)  168.326  (m)          552.25   (f) ADJUSTED    2 0
 KW1345
 KW1345.Superseded values are not recommended for survey control.
 KW1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1345.See file dsdata.txt to determine how the superseded data were derived.
 KW1345
 KW1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK713840(NAD 83)
 KW1345_MARKER: DR = REFERENCE MARK DISK
 KW1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1345_STAMPING: BUBECK NO 2 1960
 KW1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1345+STABILITY: SURFACE MOTION
 KW1345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1345+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2005
 KW1345
 KW1345  HISTORY     - Date     Condition        Report By
 KW1345  HISTORY     - 1960     MONUMENTED       CGS
 KW1345  HISTORY     - 20050325 GOOD             GEOCAC
 KW1345
 KW1345                          STATION DESCRIPTION
 KW1345
 KW1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1345'4 MI N FROM LICKDALE.
 KW1345'ABOUT 1.85 MILES NORTH ALONG STATE HIGHWAY 72 FROM ITS JUNCTION
 KW1345'WITH STATE HIGHWAY 343 AT LICKDALE, THENCE 0.1 MILE EAST ACROSS
 KW1345'SWATARA CREEK, THENCE 2.05 MILES NORTH-NORTHWEST ALONG A GRAVEL
 KW1345'ROAD, AT THE TOP OF A WOODED HILL, 72.6 FEET SOUTHWEST ACROSS
 KW1345'ROAD FROM THE STATION, 14 1/2 FEET SOUTHEAST OF THE CENTER OF THE
 KW1345'ROAD, 39 1/2 FEET SOUTHWEST OF POWERLINE POLE NO. 383-284, 3 FEET
 KW1345'ABOVE THE LEVEL OF THE ROAD AND IS SET IN THE TOP OF A CONCRETE
 KW1345'POST WHICH PROJECTS ABOUT 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 KW1345
 KW1345                          STATION RECOVERY (2005)
 KW1345
 KW1345'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW1345'STATION IS LOCATED IN SWATARA STATE PARK. ALL REFERENCE POINTS REMAIN
 KW1345'BUT ROAD IS NO LONGER USED FOR REGULAR TRAVEL. POWER POLE STANDS BUT
 KW1345'IS NOT USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1710 ***********************************************************************
 LZ1710  DESIGNATION -  BUCK
 LZ1710  PID         -  LZ1710
 LZ1710  STATE/COUNTY-  PA/LYCOMING
 LZ1710  USGS QUAD   -  WHITE PINE (1986)
 LZ1710
 LZ1710                         *CURRENT SURVEY CONTROL
 LZ1710  ___________________________________________________________________
 LZ1710* NAD 83(1992)-  41 23 47.75489(N)    077 11 24.67946(W)     ADJUSTED  
 LZ1710* NAVD 88     -       635.7    (meters)    2086.     (feet)  VERTCON   
 LZ1710  ___________________________________________________________________
 LZ1710  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 LZ1710  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 LZ1710
 LZ1710  HORZ ORDER  -  FIRST
 LZ1710
 LZ1710.The horizontal coordinates were established by classical geodetic methods
 LZ1710.and adjusted by the National Geodetic Survey in June 2002..
 LZ1710
 LZ1710.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1710
 LZ1710.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1710
 LZ1710.The geoid height was determined by GEOID03.
 LZ1710
 LZ1710;                    North         East     Units Scale Factor Converg.
 LZ1710;SPC PA N     -   136,739.901   646,814.026   MT  0.99995691   +0 22 13.2
 LZ1710;SPC PA N     -   448,620.83  2,122,089.02   sFT  0.99995691   +0 22 13.2
 LZ1710;UTM  18      - 4,585,099.497   316,904.631   MT  1.00001258   -1 26 55.3
 LZ1710
 LZ1710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1710!SPC PA N     -   0.99990546  x   0.99995691  =   0.99986238
 LZ1710!UTM  18      -   0.99990546  x   1.00001258  =   0.99991804
 LZ1710
 LZ1710|---------------------------------------------------------------------|
 LZ1710| PID    Reference Object                     Distance      Geod. Az  |
 LZ1710|                                                           dddmmss.s |
 LZ1710| CJ8163 BUCK RM 1                            22.388 METERS 07315     |
 LZ1710| LZ1703 FISH                                APPROX. 8.7 KM 1180928.1 |
 LZ1710| LZ1709 BUCKHORN USGS 1958                   19.318 METERS 19643     |
 LZ1710|---------------------------------------------------------------------|
 LZ1710
 LZ1710                          SUPERSEDED SURVEY CONTROL
 LZ1710
 LZ1710  NAD 83(1986)-  41 23 47.75304(N)    077 11 24.67814(W) AD(       ) 1
 LZ1710  NAD 27      -  41 23 47.49040(N)    077 11 25.76300(W) AD(       ) 1
 LZ1710  NGVD 29 (07/19/86)  635.9    (m)         2086.     (f) VERT ANG       
 LZ1710
 LZ1710.Superseded values are not recommended for survey control.
 LZ1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1710.See file dsdata.txt to determine how the superseded data were derived.
 LZ1710
 LZ1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL1690585099(NAD 83)
 LZ1710_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1710
 LZ1710  HISTORY     - Date     Condition        Report By
 LZ1710  HISTORY     - 1958     MONUMENTED       CGS
 LZ1710  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LZ1710
 LZ1710                          STATION DESCRIPTION
 LZ1710
 LZ1710'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ1710'THE STATION IS APPROXIMATELY 7.5 MILES WEST OF TROUT RUN, 2 MILES
 LZ1710'SOUTHWEST OF COGAN HOUSE POST OFFICE, ON THE WEST SIDE OF
 LZ1710'BUCKHORN MOUNTAIN AND ON LAND OWNED BY THE RED BEN HUNTING CLUB.
 LZ1710'
 LZ1710'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 14 AND U.S. HIGHWAY 15 IN
 LZ1710'TROUT RUN, GO NORTHERLY TOWARD WELLSBORO ON U.S.  HIGHWAY 15 FOR 7
 LZ1710'MILES TO TOP OF MOUNTAIN AND JUNCTION OF STATE HIGHWAY 184 ON LEFT.
 LZ1710'TURN LEFT ON STATE HIGHWAY 184 FOR 4.2 MILES TO COGAN HOUSE
 LZ1710'COMMUNITY HALL ON LEFT.  CONTINUE ON SURFACED ROAD FOR 0.25 MILE TO
 LZ1710'SIDE ROAD LEFT.  TURN LEFT, CROSS SMALL STEEL BRIDGE AND FOLLOW
 LZ1710'GRADED DIRT ROAD FOR 1.9 MILE TO BLADED ROAD RIGHT IMMEDIATELY AFTER
 LZ1710'PASSING RED FOX HUNTING CLUB ON RIGHT.  TURN SHARP RIGHT AND FOLLOW
 LZ1710'MAIN ROAD NORTHWESTERLY 1.0 MILE TO CABLE ACROSS ROAD (FOR KEY TO
 LZ1710'CABLE SEE MR. JOHN MOYER, AT LIBERTY).  PASS THROUGH CABLE GATE AND
 LZ1710'CONTINUE ON OLD ROAD 0.1 MILE TO A TRACK ROAD LEFT ABOUT 15
 LZ1710'YARDS BEYOND A 16-INCH WHITE OAK TREE ON LEFT WITH A TRIANGLE BLAZE.
 LZ1710'
 LZ1710'TURN LEFT ON TRACK ROAD 50 YARDS, KEEP RIGHT FORK, STRAIGHT AHEAD ON
 LZ1710'MAIN TRACK ROAD, FOR 0.7 MILE TO A VERY DIM WOODS ROAD LEADING
 LZ1710'SHARP RIGHT AT TWIN TRUNK 6-INCH WHITE OAK ON RIGHT WITH TRIANGLE
 LZ1710'BLAZE.  TURN SHARP RIGHT AND FOLLOW OLD ROAD 0.3 MILE (TREES BLAZED
 LZ1710'ON BOTH SIDES OF OLD ROAD) TO HIGHEST POINT OF RIDGE AND STATION.
 LZ1710'
 LZ1710'STATION MARKS ARE STANDARD DISKS STAMPED BUCK 1958.  THE SURFACE DISK
 LZ1710'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 LZ1710'20 FEET NORTH OF A 20-INCH TREE WITH TRIANGLE BLAZE ON NORTH SIDE AND
 LZ1710'12.5 FEET SOUTHEAST OF A 24-INCH TREE WITH TRIANGLE BLAZE ON
 LZ1710'SOUTHEAST SIDE.  A STANDARD WITNESS POST WAS SET 5 FEET WEST OF MARK.
 LZ1710'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 26
 LZ1710'INCHES BELOW THE SURFACE OF THE GROUND.
 LZ1710'
 LZ1710'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BUCK NO 1 1958, IS SET
 LZ1710'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 11 FEET
 LZ1710'NORTHEAST OF 8-INCH TREE WITH TRIANGLE BLAZE ON NORTHEAST SIDE.
 LZ1710'
 LZ1710'BUCKHORN (USGS) (REFERENCE MARK NO. 2), IS A STANDARD U.S. GEOLOGICAL
 LZ1710'SURVEY STATION MARK DISK, NO STAMPING ON MARK, SET IN THE TOP OF A
 LZ1710'7-INCH BY 9-INCH SANDSTONE POST WHICH PROJECTS 5 INCHES.  IT IS 40
 LZ1710'FEET SOUTH-SOUTHWEST OF A 20-INCH TREE WITH TRIANGLE BLAZE ON
 LZ1710'NORTH SIDE.
 LZ1710'
 LZ1710'NOTE- NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION.
 LZ1710'
 LZ1710'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 LZ1710
 LZ1710                          STATION RECOVERY (1969)
 LZ1710
 LZ1710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LZ1710'THE STATION MARK, REFERENCE MARK NO. 1 AND BUCKHORN (USGS) WERE
 LZ1710'RECOVERED IN GOOD CONDITION.  THE 1958 DESCRIPTION IS ADEQUATE.
 LZ1710'
 LZ1710'UNABLE TO FIND A SUITABLE LOCATION FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2849 ***********************************************************************
 KW2849  DESIGNATION -  BUCK RIDGE LOOKOUT TOWER
 KW2849  PID         -  KW2849
 KW2849  STATE/COUNTY-  PA/CUMBERLAND
 KW2849  USGS QUAD   -  DICKINSON (1977)
 KW2849
 KW2849                         *CURRENT SURVEY CONTROL
 KW2849  ___________________________________________________________________
 KW2849* NAD 83(1992)-  40 04 23.73446(N)    077 15 56.47374(W)     ADJUSTED  
 KW2849* NAVD 88     -                                                        
 KW2849  ___________________________________________________________________
 KW2849  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 KW2849  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KW2849
 KW2849  HORZ ORDER  -  THIRD
 KW2849
 KW2849.The horizontal coordinates were established by classical geodetic methods
 KW2849.and adjusted by the National Geodetic Survey in June 2002..
 KW2849
 KW2849
 KW2849.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2849
 KW2849.The geoid height was determined by GEOID03.
 KW2849
 KW2849;                    North         East     Units Scale Factor Converg.
 KW2849;SPC PA S     -    82,270.678   641,312.122   MT  0.99998107   +0 18 51.2
 KW2849;SPC PA S     -   269,916.38  2,104,038.19   sFT  0.99998107   +0 18 51.2
 KW2849;UTM  18      - 4,438,348.208   306,799.740   MT  1.00005952   -1 27 32.5
 KW2849
 KW2849                          SUPERSEDED SURVEY CONTROL
 KW2849
 KW2849  NAD 83(1995)-  40 04 23.73157(N)    077 15 56.47509(W) AD(       ) 4
 KW2849  NAD 83(1986)-  40 04 23.73152(N)    077 15 56.47770(W) AD(       ) 4
 KW2849  NAD 27      -  40 04 23.40200(N)    077 15 57.52800(W) AD(       ) 3
 KW2849
 KW2849.Superseded values are not recommended for survey control.
 KW2849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2849.See file dsdata.txt to determine how the superseded data were derived.
 KW2849
 KW2849_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK0680038348(NAD 83)
 KW2849_MARKER: 57 = LOOKOUT TOWER
 KW2849
 KW2849  HISTORY     - Date     Condition        Report By
 KW2849  HISTORY     - 1942     FIRST OBSERVED   CGS
 KW2849  HISTORY     - 1952     GOOD             AMS
 KW2849
 KW2849                          STATION DESCRIPTION
 KW2849
 KW2849'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW2849'THIS INTERSECTION STATION IS THE TOWER ABOUT 7.0 MILES SW OF MOUNT
 KW2849'HOLLY SPRINGS AND IS REACHED BY GOING SW ON STATE HIGHWAY 34 FOR
 KW2849'0.45 MILE TO ATLANTIC SERVICE STATION ON RIGHT JUST BEFORE REACHING A
 KW2849'BRIDGE, TAKE RIGHT FORK ALONG RIGHT SIDE OF CREEK FOR 0.3 MILE TO
 KW2849'REVERSED CURVE AND FOLLOW MAIN-TRAVELED ROAD ALONG MOUNTAIN FOR ABOUT
 KW2849'6 MILES TO TOP OF BUCK RIDGE AND TOWER ON HIGHEST PART OF RIDGE.
 KW2849'THE TOWER IS A 4-LEGGED STEEL STRUCTURE WITH A WOOD CAB ON TOP.  THE
 KW2849'POINT OBSERVED ON IS THE APEX OF THE TOWER.
 KW2849
 KW2849                          STATION RECOVERY (1952)
 KW2849
 KW2849'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 KW2849'THE STATION IS THE USFS LOOKOUT TOWER, THE POINT OBSERVED UPON BEING
 KW2849'THE APEX OF THE ROOF OF THE CAB.  THIS TOWER APPEARS TO BE
 KW2849'ABANDONED, THE CAB IS RAPIDLY DETERIORATING.  STATION RECOVERED AS
 KW2849'DESCRIBED.  IT IS 50 FEET NORTHWEST OF CENTERLINE OF ROAD AND EDGE
 KW2849'OF OPEN AREA TO NNE, 28 FEET SOUTHEAST OF POINT OF CLEARING, 21 FEET
 KW2849'SOUTHWEST OF EDGE OF CLEARING IN CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0202 ***********************************************************************
 LZ0202  DESIGNATION -  BUCKHORN
 LZ0202  PID         -  LZ0202
 LZ0202  STATE/COUNTY-  PA/COLUMBIA
 LZ0202  USGS QUAD   -  BLOOMSBURG (1983)
 LZ0202
 LZ0202                         *CURRENT SURVEY CONTROL
 LZ0202  ___________________________________________________________________
 LZ0202* NAD 83(1992)-  41 00 55.62258(N)    076 29 05.61530(W)     ADJUSTED  
 LZ0202* NAVD 88     -       198.038  (meters)     649.73   (feet)  ADJUSTED  
 LZ0202  ___________________________________________________________________
 LZ0202  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 LZ0202  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 LZ0202  DYNAMIC HT  -         197.956 (meters)     649.46  (feet)  COMP
 LZ0202  MODELED GRAV-     980,205.8   (mgal)                       NAVD 88
 LZ0202
 LZ0202  HORZ ORDER  -  SECOND
 LZ0202  VERT ORDER  -  SECOND    CLASS 0
 LZ0202
 LZ0202.The horizontal coordinates were established by classical geodetic methods
 LZ0202.and adjusted by the National Geodetic Survey in June 2002..
 LZ0202
 LZ0202.The orthometric height was determined by differential leveling
 LZ0202.and adjusted by the National Geodetic Survey in June 1991..
 LZ0202
 LZ0202.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ0202
 LZ0202.The geoid height was determined by GEOID03.
 LZ0202
 LZ0202.The dynamic height is computed by dividing the NAVD 88
 LZ0202.geopotential number by the normal gravity value computed on the
 LZ0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0202.degrees latitude (g = 980.6199 gals.).
 LZ0202
 LZ0202.The modeled gravity was interpolated from observed gravity values.
 LZ0202
 LZ0202;                    North         East     Units Scale Factor Converg.
 LZ0202;SPC PA N     -    95,037.765   706,409.367   MT  0.99998130   +0 50 12.9
 LZ0202;SPC PA N     -   311,803.07  2,317,611.40   sFT  0.99998130   +0 50 12.9
 LZ0202;UTM  18      - 4,541,534.124   375,145.414   MT  0.99979186   -0 58 28.6
 LZ0202
 LZ0202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ0202!SPC PA N     -   0.99997408  x   0.99998130  =   0.99995538
 LZ0202!UTM  18      -   0.99997408  x   0.99979186  =   0.99976594
 LZ0202
 LZ0202:                Primary Azimuth Mark                     Grid Az
 LZ0202:SPC PA N     -  LAWRENCE                                 042 28 05.6
 LZ0202:UTM  18      -  LAWRENCE                                 044 16 47.1
 LZ0202
 LZ0202|---------------------------------------------------------------------|
 LZ0202| PID    Reference Object                     Distance      Geod. Az  |
 LZ0202|                                                           dddmmss.s |
 LZ0202| LZ0198 LAWRENCE                            APPROX. 1.9 KM 0431818.5 |
 LZ0202| CB3670 BUCKHORN RM 1                         5.604 METERS 16156     |
 LZ0202| KW3003 BLOOMSBURG RAD STA WHLM W MAST      APPROX. 2.4 KM 2040244.9 |
 LZ0202| CB3671 BUCKHORN RM 2                         9.342 METERS 34951     |
 LZ0202|---------------------------------------------------------------------|
 LZ0202
 LZ0202                          SUPERSEDED SURVEY CONTROL
 LZ0202
 LZ0202  NAD 83(1986)-  41 00 55.62230(N)    076 29 05.61139(W) AD(       ) 2
 LZ0202  NAD 27      -  41 00 55.30803(N)    076 29 06.80423(W) AD(       ) 2
 LZ0202  NGVD 29 (??/??/92)  198.260  (m)          650.46   (f) ADJ UNCH    2 0
 LZ0202
 LZ0202.Superseded values are not recommended for survey control.
 LZ0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0202.See file dsdata.txt to determine how the superseded data were derived.
 LZ0202
 LZ0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL7514541534(NAD 83)
 LZ0202_MARKER: DS = TRIANGULATION STATION DISK
 LZ0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0202_STAMPING: BUCKHORN 1958
 LZ0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0202+STABILITY: SURFACE MOTION
 LZ0202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LZ0202+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2005
 LZ0202
 LZ0202  HISTORY     - Date     Condition        Report By
 LZ0202  HISTORY     - 1959     MONUMENTED       CGS
 LZ0202  HISTORY     - 1959     GOOD             NGS
 LZ0202  HISTORY     - 1968     SEE DESCRIPTION  USGS
 LZ0202  HISTORY     - 1978     GOOD             NGS
 LZ0202  HISTORY     - 20050421 GOOD             PADT
 LZ0202
 LZ0202                          STATION DESCRIPTION
 LZ0202
 LZ0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LZ0202'STATION IS LOCATED ABOUT 1/2 MILE EAST OF BUCKHORN, 1-1/2 MILES WEST
 LZ0202'OF BLOOMSBURG, ON PROPERTY OWNED BY MR. RAYMOND HOWELL.
 LZ0202'
 LZ0202'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 LZ0202'HIGHWAY 44 WHICH IS ABOUT 1 MILE WEST OF BLOOMSBURG.  GO NORTHWEST
 LZ0202'ON HIGHWAY 44 FOR 0.97 MILE TO A Y-INTERSECTION, JUNCTION OF HIGHWAY
 LZ0202'44 AND STATE ROUTE 19027, KEEP RIGHT ON HIGHWAY 44 AND CONTINUE FOR
 LZ0202'0.72 MILE TO A NORROW SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON THE
 LZ0202'NARROW ROAD FOR 0.39 MILE TO A FIELD ROAD LEFT.  TURN LEFT, NORTH
 LZ0202'AND FOLLOW THE FIELD ROAD FOR 0.16 MILE TO THE SOUTH END OF A BRUSHY
 LZ0202'FENCE ROW AND THE STATION ON THE LEFT.
 LZ0202'
 LZ0202'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF SQUARE CONCRETE
 LZ0202'MONUMENTS
 LZ0202'
 LZ0202'STATION MARK IS STAMPED BUCKHORN 1958 AND IS FLUSH WITH THE GROUND
 LZ0202'SURFACE.  IT IS 6.6 FEET NORTHWEST OF A STANDARD METAL WITNESS
 LZ0202'POST,16.5 FEET WEST OF THE CENTER OF A NORTH-SOUTH FIELD ROAD.
 LZ0202'
 LZ0202'REFERENCE MARK 1 IS STAMPED BUCKHORN NO 1 1958 AND IS ABOUT 2 INCHES
 LZ0202'BELOW THE GROUND SURFACE.  IT IS 12.3 FEET SOUTH OF THE WITNESS POST,
 LZ0202'10.6 FEET WEST OF THE NORTHSOUTH FIELD ROAD.  THE MARK IS ABOUT THE
 LZ0202'SAME ELEVATION AS THE STATION MARK
 LZ0202'
 LZ0202'REFERENCE MARK 2 IS STAMPED BUCKHORN NO 2 1958 AND IS FLUSH WITH THE
 LZ0202'GROUND SURFACE.  IT IS 37.0 FEET NORTH OF THE WITNESS POST,
 LZ0202'20.6 FEET WEST OF THE NORTH-SOUTH FIELD ROAD.  THE MARK IS ABOUT 1
 LZ0202'FOOT LOWER ELEVATION THAN THE STATION N MARK.
 LZ0202
 LZ0202                          STATION RECOVERY (1959)
 LZ0202
 LZ0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LZ0202'2.5 MI NW FROM BLOOMSBURG.
 LZ0202'ABOUT 1.45 MILE NORTH WEST ALONG STATE HY. 42 FROM BLOOMSBURG,
 LZ0202'THENCE 0.25 MILE WEST ON A BLACK TOP ROAD THENCE 0.15 MILE SOUTH
 LZ0202'ON A GRAVEL ROAD THENCE 0.65 MILE WEST ON A DIRT AND FARM ROAD,
 LZ0202'SET ON THE WEST EDGE OF A FIELD ROAD AT A GROUP OF TREES ON THE
 LZ0202'WEST SIDE OF THE ROAD, 18 FEET WEST OF THE CENTERLINE OF THE
 LZ0202'FIELD ROAD, 19 FEET NORTH OF RM NO. 1, 31 FEET SOUTH OF RM NO. 2,
 LZ0202'9 FEET SOUTH OF SOUTH-MOST TREE, 3 FEET ABOVE THE LEVEL OF
 LZ0202'THE FIELD, PROJECTING ABOUT 2 INCHES.
 LZ0202
 LZ0202                          STATION RECOVERY (1968)
 LZ0202
 LZ0202'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 LZ0202'ALL MARKS FOUND AS DESCRIBED.
 LZ0202
 LZ0202                          STATION RECOVERY (1978)
 LZ0202
 LZ0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 LZ0202'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 LZ0202'AS PREVIOUSLY DESCRIBED.  DUE TO CONSTRUCTION IN THE AREA ADDITIONAL
 LZ0202'INFORMATION FOLLOWS.
 LZ0202'
 LZ0202'THE STATION IS LOCATED 1/4 MILE EAST OF THE BUCKHORN PLAZA ALONG
 LZ0202'INTERSTATE HIGHWAY 80, 67 FEET SOUTHEAST OF THE SOUTH SIDE OF A
 LZ0202'LARGE FOUNDATION FOR A HIGH SUNOCO OIL COMPANY SIGN, 40 FEET
 LZ0202'NORTHWEST OF THE RIGHT-OF-WAY FENCE ALONG THE NORTHWEST SIDE OF
 LZ0202'INTERSTATE HIGHWAY 80, 1.5 FEET SOUTHEAST OF A WITNESS POST AND
 LZ0202'IN A THICK PATCH OF POISON IVY.
 LZ0202'
 LZ0202'DUE TO THE IVY, NO OBSERVATIONS WERE TAKEN AT THIS TIME.
 LZ0202'
 LZ0202'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE EAST OF
 LZ0202'BUCKHORN.
 LZ0202
 LZ0202                          STATION RECOVERY (2005)
 LZ0202
 LZ0202'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (JAG)
 LZ0202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2637 ***********************************************************************
 LY2637  DESIGNATION -  BUCKHORN RIDGE FIRE TOWER
 LY2637  PID         -  LY2637
 LY2637  STATE/COUNTY-  PA/PIKE
 LY2637  USGS QUAD   -  POND EDDY (1992)
 LY2637
 LY2637                         *CURRENT SURVEY CONTROL
 LY2637  ___________________________________________________________________
 LY2637* NAD 83(1992)-  41 23 32.67125(N)    074 49 59.05082(W)     ADJUSTED  
 LY2637* NAVD 88     -                                                        
 LY2637  ___________________________________________________________________
 LY2637  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 LY2637  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 LY2637
 LY2637  HORZ ORDER  -  THIRD
 LY2637
 LY2637.The horizontal coordinates were established by classical geodetic methods
 LY2637.and adjusted by the National Geodetic Survey in June 2002..
 LY2637
 LY2637
 LY2637.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2637
 LY2637.The geoid height was determined by GEOID03.
 LY2637
 LY2637;                    North         East     Units Scale Factor Converg.
 LY2637;SPC PA N     -   140,230.810   843,898.559   MT  0.99995694   +1 55 46.8
 LY2637;SPC PA N     -   460,073.92  2,768,690.52   sFT  0.99995694   +1 55 46.8
 LY2637;SPC NJ       -   284,176.744   122,146.745   MT  0.99990954   -0 13 12.8
 LY2637;SPC NJ       -   932,336.53    400,743.11   sFT  0.99990954   -0 13 12.8
 LY2637;SPC NY E     -   284,176.744   122,146.745   MT  0.99990954   -0 13 12.8
 LY2637;SPC NY E     -   932,336.53    400,743.11   sFT  0.99990954   -0 13 12.8
 LY2637;UTM  18      - 4,582,333.079   513,955.505   MT  0.99960240   +0 06 37.4
 LY2637
 LY2637                          SUPERSEDED SURVEY CONTROL
 LY2637
 LY2637  NAD 83(1996)-  41 23 32.67137(N)    074 49 59.05102(W) AD(       ) 4
 LY2637  NAD 83(1996)-  41 23 32.67137(N)    074 49 59.05207(W) AD(       ) 4
 LY2637  NAD 83(1986)-  41 23 32.67273(N)    074 49 59.05121(W) AD(       ) 4
 LY2637  NAD 27      -  41 23 32.35000(N)    074 50 00.45000(W) AD(       ) 3
 LY2637
 LY2637.Superseded values are not recommended for survey control.
 LY2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2637.See file dsdata.txt to determine how the superseded data were derived.
 LY2637
 LY2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1395682333(NAD 83)
 LY2637
 LY2637  HISTORY     - Date     Condition        Report By
 LY2637  HISTORY     - 1940     MONUMENTED       CGS
 LY2637
 LY2637                          STATION DESCRIPTION
 LY2637
 LY2637'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RJS)
 LY2637'STATION IS THE CENTER OF THE OBSERVATION ROOM OF THE PENNSYLVANIA
 LY2637'DEPARTMENT OF FORESTS AND WATERS FIRE TOWER NAMED BUCKHORN RIDGE
 LY2637'TOWER.  IT IS LOCATED ABOUT 5 MILES NORTH-NORTHWEST FROM MILFORD IN
 LY2637'THE WESTERN TIP OF WESTFALL TOWNSHIP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0203 ***********************************************************************
 LZ0203  DESIGNATION -  BUCKHORN RM 1
 LZ0203  PID         -  LZ0203
 LZ0203  STATE/COUNTY-  PA/COLUMBIA
 LZ0203  USGS QUAD   -  BLOOMSBURG (1983)
 LZ0203
 LZ0203                         *CURRENT SURVEY CONTROL
 LZ0203  ___________________________________________________________________
 LZ0203* NAD 83(1986)-  41 00 55.     (N)    076 29 05.     (W)     SCALED    
 LZ0203* NAVD 88     -       197.745  (meters)     648.77   (feet)  ADJUSTED  
 LZ0203  ___________________________________________________________________
 LZ0203  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 LZ0203  DYNAMIC HT  -         197.663 (meters)     648.50  (feet)  COMP
 LZ0203  MODELED GRAV-     980,205.8   (mgal)                       NAVD 88
 LZ0203
 LZ0203  VERT ORDER  -  SECOND    CLASS 0
 LZ0203
 LZ0203.The horizontal coordinates were scaled from a topographic map and have
 LZ0203.an estimated accuracy of +/- 6 seconds.
 LZ0203
 LZ0203.The orthometric height was determined by differential leveling
 LZ0203.and adjusted by the National Geodetic Survey in June 1991..
 LZ0203
 LZ0203.The geoid height was determined by GEOID03.
 LZ0203
 LZ0203.The dynamic height is computed by dividing the NAVD 88
 LZ0203.geopotential number by the normal gravity value computed on the
 LZ0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0203.degrees latitude (g = 980.6199 gals.).
 LZ0203
 LZ0203.The modeled gravity was interpolated from observed gravity values.
 LZ0203
 LZ0203;                    North         East    Units  Estimated Accuracy
 LZ0203;SPC PA N     -    95,020.      706,420.      MT  (+/- 180 meters Scaled)
 LZ0203
 LZ0203                          SUPERSEDED SURVEY CONTROL
 LZ0203
 LZ0203  NGVD 29 (??/??/92)  197.967  (m)          649.50   (f) ADJ UNCH    2 0
 LZ0203
 LZ0203.Superseded values are not recommended for survey control.
 LZ0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0203.See file dsdata.txt to determine how the superseded data were derived.
 LZ0203
 LZ0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL751415(NAD 83)
 LZ0203_MARKER: DR = REFERENCE MARK DISK
 LZ0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0203_STAMPING: BUCKHORN NO 1 1958
 LZ0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0203+STABILITY: SURFACE MOTION
 LZ0203
 LZ0203  HISTORY     - Date     Condition        Report By
 LZ0203  HISTORY     - 1958     MONUMENTED       CGS
 LZ0203  HISTORY     - 1959     GOOD             NGS
 LZ0203
 LZ0203                          STATION DESCRIPTION
 LZ0203
 LZ0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LZ0203'2.5 MI NW FROM BLOOMSBURG.
 LZ0203'ABOUT 1.45 MILE NORTH WEST ALONG STATE HY. 42 FROM BLOOMSBURG,
 LZ0203'THENCE 0.25 MILE WEST ON BLACK TOP ROAD, THENCE 0.15 MILE SOUTH ON
 LZ0203'A GRAVEL ROAD THENCE 0.65 MILE WEST ON A DIRT AND FARM ROAD,
 LZ0203'SET IN THE WEST EDGE OF A FIELD ROAD AT A GROUP OF TREES ON THE
 LZ0203'WEST SIDE OF FIELD ROAD, 49 FEET SOUTH OF RM NO. 2, 19 FEET
 LZ0203'SOUTH OF STATION BM, 15 FEET WEST OF THE CENTERLINE OF THE FIELD
 LZ0203'ROAD, 29 FEET SOUTH OF THE SOUTH-MOST TREE IN GROUP, 1 FOOT BELOW
 LZ0203'THE GROUND, 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0201 ***********************************************************************
 LZ0201  DESIGNATION -  BUCKHORN RM 2
 LZ0201  PID         -  LZ0201
 LZ0201  STATE/COUNTY-  PA/COLUMBIA
 LZ0201  USGS QUAD   -  BLOOMSBURG (1983)
 LZ0201
 LZ0201                         *CURRENT SURVEY CONTROL
 LZ0201  ___________________________________________________________________
 LZ0201* NAD 83(1986)-  41 00 55.     (N)    076 29 05.     (W)     SCALED    
 LZ0201* NAVD 88     -       197.757  (meters)     648.81   (feet)  ADJUSTED  
 LZ0201  ___________________________________________________________________
 LZ0201  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 LZ0201  DYNAMIC HT  -         197.676 (meters)     648.54  (feet)  COMP
 LZ0201  MODELED GRAV-     980,205.8   (mgal)                       NAVD 88
 LZ0201
 LZ0201  VERT ORDER  -  SECOND    CLASS 0
 LZ0201
 LZ0201.The horizontal coordinates were scaled from a topographic map and have
 LZ0201.an estimated accuracy of +/- 6 seconds.
 LZ0201
 LZ0201.The orthometric height was determined by differential leveling
 LZ0201.and adjusted by the National Geodetic Survey in June 1991..
 LZ0201
 LZ0201.The geoid height was determined by GEOID03.
 LZ0201
 LZ0201.The dynamic height is computed by dividing the NAVD 88
 LZ0201.geopotential number by the normal gravity value computed on the
 LZ0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0201.degrees latitude (g = 980.6199 gals.).
 LZ0201
 LZ0201.The modeled gravity was interpolated from observed gravity values.
 LZ0201
 LZ0201;                    North         East    Units  Estimated Accuracy
 LZ0201;SPC PA N     -    95,020.      706,420.      MT  (+/- 180 meters Scaled)
 LZ0201
 LZ0201                          SUPERSEDED SURVEY CONTROL
 LZ0201
 LZ0201  NGVD 29 (??/??/92)  197.980  (m)          649.54   (f) ADJ UNCH    2 0
 LZ0201
 LZ0201.Superseded values are not recommended for survey control.
 LZ0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0201.See file dsdata.txt to determine how the superseded data were derived.
 LZ0201
 LZ0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL751415(NAD 83)
 LZ0201_MARKER: DR = REFERENCE MARK DISK
 LZ0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0201_STAMPING: BUCKHORN NO 2 1958
 LZ0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0201+STABILITY: SURFACE MOTION
 LZ0201
 LZ0201  HISTORY     - Date     Condition        Report By
 LZ0201  HISTORY     - 1958     MONUMENTED       CGS
 LZ0201  HISTORY     - 1959     GOOD             NGS
 LZ0201
 LZ0201                          STATION DESCRIPTION
 LZ0201
 LZ0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LZ0201'2.5 MI NW FROM BLOOMSBURG.
 LZ0201'ABOUT 1.45 MILE NORTH WEST ALONG STATE HY. 42 FROM BLOOMSBURG,
 LZ0201'THENCE 0.25 MILE WEST ON BLACK TOP ROAD THENCE 0.15 MILE SOUTH
 LZ0201'ON GRAVEL ROAD THENCE 0.65 MILE WEST ON A DIRT ROAD AND FARM
 LZ0201'ROAD, SET ON THE WEST EDGE OF FIELD ROAD AT A GROUP OF TREES
 LZ0201'ALONG WEST EDGE OF ROAD, 15 FEET SOUTH WEST OF WEST MOST TREE
 LZ0201'GROUP, 49 FEET NORTH OF RM NO. 1, 31 FEET NORTH OF STATION BM,
 LZ0201'18 FEET WEST OF THE CENTERLINE OF FIELD ROAD, ABOUT 4 FEET ABOVE
 LZ0201'THE LEVEL OF THE FARM ROAD, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1709 ***********************************************************************
 LZ1709  DESIGNATION -  BUCKHORN USGS 1958
 LZ1709  PID         -  LZ1709
 LZ1709  STATE/COUNTY-  PA/LYCOMING
 LZ1709  USGS QUAD   -  WHITE PINE (1986)
 LZ1709
 LZ1709                         *CURRENT SURVEY CONTROL
 LZ1709  ___________________________________________________________________
 LZ1709* NAD 83(1992)-  41 23 47.15520(N)    077 11 24.91874(W)     ADJUSTED  
 LZ1709* NAVD 88     -       637.     (meters)    2090.     (feet)  SCALED    
 LZ1709  ___________________________________________________________________
 LZ1709  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 LZ1709  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 LZ1709
 LZ1709  HORZ ORDER  -  SECOND
 LZ1709
 LZ1709.The horizontal coordinates were established by classical geodetic methods
 LZ1709.and adjusted by the National Geodetic Survey in June 2002..
 LZ1709
 LZ1709.The orthometric height was scaled from a topographic map.
 LZ1709
 LZ1709.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1709
 LZ1709.The geoid height was determined by GEOID03.
 LZ1709
 LZ1709;                    North         East     Units Scale Factor Converg.
 LZ1709;SPC PA N     -   136,721.366   646,808.587   MT  0.99995691   +0 22 13.1
 LZ1709;SPC PA N     -   448,560.01  2,122,071.17   sFT  0.99995691   +0 22 13.1
 LZ1709;UTM  18      - 4,585,081.142   316,898.606   MT  1.00001261   -1 26 55.5
 LZ1709
 LZ1709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1709!SPC PA N     -   0.99990529  x   0.99995691  =   0.99986220
 LZ1709!UTM  18      -   0.99990529  x   1.00001261  =   0.99991790
 LZ1709
 LZ1709:                Primary Azimuth Mark                     Grid Az
 LZ1709:SPC PA N     -  CRESCENT                                 110 37 54.4
 LZ1709:UTM  18      -  CRESCENT                                 112 27 03.0
 LZ1709
 LZ1709|---------------------------------------------------------------------|
 LZ1709| PID    Reference Object                     Distance      Geod. Az  |
 LZ1709|                                                           dddmmss.s |
 LZ1709| LZ1706 CRESCENT                            APPROX.12.2 KM 1110007.5 |
 LZ1709| LZ1766 SEARL                               APPROX.12.5 KM 2045953.9 |
 LZ1709|---------------------------------------------------------------------|
 LZ1709
 LZ1709                          SUPERSEDED SURVEY CONTROL
 LZ1709
 LZ1709  NAD 83(1986)-  41 23 47.15338(N)    077 11 24.91741(W) AD(       ) 2
 LZ1709  NAD 27      -  41 23 46.89069(N)    077 11 26.00229(W) AD(       ) 2
 LZ1709
 LZ1709.Superseded values are not recommended for survey control.
 LZ1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1709.See file dsdata.txt to determine how the superseded data were derived.
 LZ1709
 LZ1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL1689985081(NAD 83)
 LZ1709_MARKER: Z = SEE DESCRIPTION
 LZ1709_SETTING: 0 = UNSPECIFIED SETTING
 LZ1709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1709
 LZ1709  HISTORY     - Date     Condition        Report By
 LZ1709  HISTORY     - 1958     MONUMENTED       CGS
 LZ1709  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LZ1709
 LZ1709                          STATION DESCRIPTION
 LZ1709
 LZ1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ1709'STATION IS APPROXIMATELY 7.5 MILES WEST OF TROUT RUN, 2.0 MILES
 LZ1709'SOUTHWEST OF THE COGAN HOUSE POST OFFICE, ON THE WEST SIDE OF
 LZ1709'BUCKHORN MOUNTAIN, 40 FEET SOUTH-SOUTHWEST OF A 20-INCH TREE WITH A
 LZ1709'TRIANGLE BLAZE ON THE NORTH SIDE AND ON LAND OWNED BY THE RED BEN
 LZ1709'HUNTING CLUB.  THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY STATION
 LZ1709'MARK DISK, NO STAMPING ON THE MARK, SET IN THE TOP OF A 7-INCH BY
 LZ1709'9-INCH SANDSTONE POST WHICH PROJECTS 5 INCHES.
 LZ1709'
 LZ1709'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BUCK,
 LZ1709'DISTANCE BEING 63.38 FEET (19.318 METERS) SOUTH-SOUTHWEST OF STATION
 LZ1709'BUCK.
 LZ1709
 LZ1709                          STATION RECOVERY (1969)
 LZ1709
 LZ1709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LZ1709'THE MARK WAS RECOVERED AS DESCRIBED IN 1958 AND FOUND TO BE GOOD
 LZ1709'CONDITION.  THE DISTANCE TO STATION BUCK 1958 CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3634 ***********************************************************************
 KV3634  DESIGNATION -  BUCKINGHAM
 KV3634  PID         -  KV3634
 KV3634  STATE/COUNTY-  PA/BUCKS
 KV3634  USGS QUAD   -  BUCKINGHAM (1980)
 KV3634
 KV3634                         *CURRENT SURVEY CONTROL
 KV3634  ___________________________________________________________________
 KV3634* NAD 83(1992)-  40 18 58.36067(N)    075 02 28.80674(W)     ADJUSTED  
 KV3634* NAVD 88     -       162.     (meters)     531.     (feet)  SCALED    
 KV3634  ___________________________________________________________________
 KV3634  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 KV3634  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KV3634
 KV3634  HORZ ORDER  -  SECOND
 KV3634
 KV3634.The horizontal coordinates were established by classical geodetic methods
 KV3634.and adjusted by the National Geodetic Survey in June 2002..
 KV3634
 KV3634.The orthometric height was scaled from a topographic map.
 KV3634
 KV3634.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3634
 KV3634.The geoid height was determined by GEOID03.
 KV3634
 KV3634;                    North         East     Units Scale Factor Converg.
 KV3634;SPC PA S     -   112,663.973   830,188.082   MT  0.99996224   +1 45 26.5
 KV3634;SPC PA S     -   369,631.72  2,723,708.73   sFT  0.99996224   +1 45 26.5
 KV3634;SPC NJ       -   164,762.889   103,991.723   MT  0.99992605   -0 21 00.9
 KV3634;SPC NJ       -   540,559.58    341,179.51   sFT  0.99992605   -0 21 00.9
 KV3634;UTM  18      - 4,462,855.360   496,487.968   MT  0.99960015   -0 01 36.3
 KV3634
 KV3634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3634!SPC PA S     -   0.99997995  x   0.99996224  =   0.99994219
 KV3634!SPC NJ       -   0.99997995  x   0.99992605  =   0.99990600
 KV3634!UTM  18      -   0.99997995  x   0.99960015  =   0.99958011
 KV3634
 KV3634:                Primary Azimuth Mark                     Grid Az
 KV3634:SPC PA S     -  BUCKINGHAM AZ MK                         013 54 20.0
 KV3634:SPC NJ       -  BUCKINGHAM AZ MK                         016 00 47.4
 KV3634:UTM  18      -  BUCKINGHAM AZ MK                         015 41 22.8
 KV3634
 KV3634|---------------------------------------------------------------------|
 KV3634| PID    Reference Object                     Distance      Geod. Az  |
 KV3634|                                                           dddmmss.s |
 KV3634| CB3672 BUCKINGHAM AZ MK                                   0153946.5 |
 KV3634| CB3673 BUCKINGHAM RM 1                      19.771 METERS 04938     |
 KV3634| CB3674 BUCKINGHAM RM 2                      13.091 METERS 12204     |
 KV3634|---------------------------------------------------------------------|
 KV3634
 KV3634                          SUPERSEDED SURVEY CONTROL
 KV3634
 KV3634  NAD 83(1996)-  40 18 58.35920(N)    075 02 28.80660(W) AD(       ) 2
 KV3634  NAD 83(1986)-  40 18 58.35806(N)    075 02 28.81047(W) AD(       ) 2
 KV3634  NAD 27      -  40 18 57.97400(N)    075 02 30.20200(W) AD(       ) 2
 KV3634
 KV3634.Superseded values are not recommended for survey control.
 KV3634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3634.See file dsdata.txt to determine how the superseded data were derived.
 KV3634
 KV3634_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9648862855(NAD 83)
 KV3634_MARKER: DS = TRIANGULATION STATION DISK
 KV3634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3634
 KV3634  HISTORY     - Date     Condition        Report By
 KV3634  HISTORY     - 1942     MONUMENTED       CGS
 KV3634  HISTORY     - 1961     GOOD             AEROS
 KV3634
 KV3634                          STATION DESCRIPTION
 KV3634
 KV3634'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV3634'THE STATION IS ON THE WESTERN AND HIGHEST PORTION OF BUCKINGHAM
 KV3634'MOUNTAIN 1 MILE AIR LINE SE OF THE VILLAGE OF BUCKINGHAM,
 KV3634'IN AN AREA SURROUNDED BY FOUR 6-INCH OAK TREES.  MARK IS STAMPED
 KV3634'BUCKINGHAM 1942 AND PROJECTS 12 INCHES.
 KV3634'
 KV3634'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KV3634'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED.
 KV3634'
 KV3634'REFERENCE MARK NO. 1 IS NE OF THE STATION.  IT IS STAMPED BUCKINGHAM
 KV3634'NO. 1 1942 AND PROJECTS 12 INCHES.
 KV3634'
 KV3634'REFERENCE MARK NO. 2 IS SE OF THE STATION.  IT IS STAMPED BUCKINGHAM
 KV3634'NO. 2 1942 AND PROJECTS 12 INCHES.
 KV3634'
 KV3634'THE AZIMUTH MARK IS ABOUT 1.25 MILES BY ROAD NE OF THE STATION IN A
 KV3634'FENCE LINE.  IT IS 21 FEET SW OF A MACADAM ROAD, 56 FEET W OF A
 KV3634'T-ROAD INTERSECTION, AND 34 FEET W BY N OF POWER LINE POLE NO. 301.
 KV3634'IT IS STAMPED BUCKINGHAM 1942 AND PROJECTS 3 INCHES.
 KV3634'
 KV3634'TO REACH FROM THE STATION FOLLOW TRAIL ROAD NORTHWESTERLY FOR 0.1
 KV3634'MILE TO MOUNTAIN ROAD, TURN RIGHT AND GO 1.3 MILES TO T-ROAD
 KV3634'INTERSECTION AND MARK ON THE LEFT.
 KV3634'
 KV3634'TO REACH THE STATION FROM DOYLESTOWN GO E ON U.S. HIGHWAY 202 FOR 3.9
 KV3634'MILES TO ITS JUNCTION WITH U.S. HIGHWAY 263, TURN LEFT AND
 KV3634'FOLLOW COMBINED HIGHWAYS 202 AND 263 FOR 1.1 MILES TO A MACADAM ROAD
 KV3634'RIGHT (THIS IS ABOUT 200 FEET SW OF THE HOLICONG POST OFFICE), TURN
 KV3634'RIGHT AND FOLLOW MACADAM ROAD FOR 1.0 MILE TO RAILROAD CROSSING.
 KV3634'CONTINUE STRAIGHT AHEAD FOR 0.45 MILE TO THE SUMMIT OF
 KV3634'BUCKINGHAM MOUNTAIN AND THE DISCIPLES OF CHRIST CAMP GROUNDS, TAKE
 KV3634'THE RIGHT FORK AND FOLLOW MOUNTAIN ROAD FOR 0.6 MILE TO TRAIL ROAD
 KV3634'LEFT, FOLLOW TRAIL ROAD FOR 0.1 MILE TO THE HIGHEST POINT AND
 KV3634'STATION.
 KV3634'
 KV3634'A 64-FOOT TOWER WILL SEE A 12-FOOT LIGHT AT ZIMMERMAN.
 KV3634'
 KV3634'A 64-FOOT TOWER WILL SEE A 12-FOOT LIGHT AT DOYLESTOWN.
 KV3634'
 KV3634'A 64-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT GARDEN 1929.
 KV3634'
 KV3634'A 64-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT DEUBLER.
 KV3634
 KV3634                          STATION RECOVERY (1961)
 KV3634
 KV3634'RECOVERY NOTE BY AERO SERVICE CORPORATION 1961
 KV3634'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2758 ***********************************************************************
 KW2758  DESIGNATION -  BUCKNELL
 KW2758  PID         -  KW2758
 KW2758  STATE/COUNTY-  PA/UNION
 KW2758  USGS QUAD   -  LEWISBURG (1994)
 KW2758
 KW2758                         *CURRENT SURVEY CONTROL
 KW2758  ___________________________________________________________________
 KW2758* NAD 83(1986)-  40 57 02.     (N)    076 52 57.     (W)     SCALED    
 KW2758* NAVD 88     -       172.690  (meters)     566.57   (feet)  ADJUSTED  
 KW2758  ___________________________________________________________________
 KW2758  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KW2758  DYNAMIC HT  -         172.615 (meters)     566.32  (feet)  COMP
 KW2758  MODELED GRAV-     980,185.3   (mgal)                       NAVD 88
 KW2758
 KW2758  VERT ORDER  -  FIRST     CLASS II
 KW2758
 KW2758.The horizontal coordinates were scaled from a topographic map and have
 KW2758.an estimated accuracy of +/- 6 seconds.
 KW2758
 KW2758.The orthometric height was determined by differential leveling
 KW2758.and adjusted by the National Geodetic Survey in June 1991..
 KW2758
 KW2758.The geoid height was determined by GEOID03.
 KW2758
 KW2758.The dynamic height is computed by dividing the NAVD 88
 KW2758.geopotential number by the normal gravity value computed on the
 KW2758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2758.degrees latitude (g = 980.6199 gals.).
 KW2758
 KW2758.The modeled gravity was interpolated from observed gravity values.
 KW2758
 KW2758;                    North         East    Units  Estimated Accuracy
 KW2758;SPC PA N     -    87,420.      673,040.      MT  (+/- 180 meters Scaled)
 KW2758
 KW2758                          SUPERSEDED SURVEY CONTROL
 KW2758
 KW2758.No superseded survey control is available for this station.
 KW2758
 KW2758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL415349(NAD 83)
 KW2758_MARKER: DS = TRIANGULATION STATION DISK
 KW2758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2758_SP_SET: CONCRETE POST
 KW2758_STAMPING: BUCKNELL 1958
 KW2758_MARK LOGO: CGS   
 KW2758_PROJECTION: FLUSH
 KW2758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2758+STABILITY: SURFACE MOTION
 KW2758
 KW2758  HISTORY     - Date     Condition        Report By
 KW2758  HISTORY     - 1958     MONUMENTED       CGS
 KW2758  HISTORY     - 1983     GOOD             NGS
 KW2758
 KW2758                          STATION DESCRIPTION
 KW2758
 KW2758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KW2758'2.9 KM (1.85 MI) SOUTH FROM LEWISBURG.
 KW2758'2.6 KM (1.65 MI) SOUTH ALONG U.S. HIGHWAY 15 FROM THE BRIDGE OVER
 KW2758'BUFFALO CREEK IN LEWISBURG, THENCE 0.3 KM (0.2 MI) EAST ALONG STREET
 KW2758'TO TWO WATER TANKS AND MARK ON NORTH SIDE OF THE LARGER ONE OF TWO,
 KW2758'1.8 METERS (6.0 FT) NORTH OF THE WATER TANK, 4.8 METERS (16.0 FT)
 KW2758'SOUTHWEST OF A POWER POLE WITH TRANSFORMER, 7.0 METERS (23.0 FT)
 KW2758'NORTHEAST OF THE SOUTHEAST CORNER OF SMALL SHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3195 ***********************************************************************
 KW3195  DESIGNATION -  BUCKNELL
 KW3195  PID         -  KW3195
 KW3195  STATE/COUNTY-  PA/UNION
 KW3195  USGS QUAD   -  LEWISBURG (1994)
 KW3195
 KW3195                         *CURRENT SURVEY CONTROL
 KW3195  ___________________________________________________________________
 KW3195* NAD 83(1992)-  40 57 02.29758(N)    076 52 56.63814(W)     ADJUSTED  
 KW3195* NAVD 88     -       172.3    (meters)     565.     (feet)  VERTCON   
 KW3195  ___________________________________________________________________
 KW3195  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 KW3195  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KW3195
 KW3195  HORZ ORDER  -  FIRST
 KW3195
 KW3195.The horizontal coordinates were established by classical geodetic methods
 KW3195.and adjusted by the National Geodetic Survey in June 2002..
 KW3195
 KW3195.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW3195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW3195
 KW3195.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3195
 KW3195.The geoid height was determined by GEOID03.
 KW3195
 KW3195;                    North         East     Units Scale Factor Converg.
 KW3195;SPC PA N     -    87,428.914   673,048.196   MT  0.99998982   +0 34 26.2
 KW3195;SPC PA N     -   286,839.70  2,208,158.96   sFT  0.99998982   +0 34 26.2
 KW3195;SPC PA S     -   179,941.351   673,048.805   MT  0.99999752   +0 33 46.4
 KW3195;SPC PA S     -   590,357.58  2,208,160.95   sFT  0.99999752   +0 33 46.4
 KW3195;UTM  18      - 4,534,983.566   341,565.198   MT  0.99990895   -1 14 02.4
 KW3195
 KW3195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3195!SPC PA N     -   0.99997822  x   0.99998982  =   0.99996804
 KW3195!SPC PA S     -   0.99997822  x   0.99999752  =   0.99997574
 KW3195!UTM  18      -   0.99997822  x   0.99990895  =   0.99988718
 KW3195
 KW3195:                Primary Azimuth Mark                     Grid Az
 KW3195:SPC PA N     -  LEWISBURG BUCKNELL UNIV STACK            031 16 58.1
 KW3195:SPC PA S     -  LEWISBURG BUCKNELL UNIV STACK            031 17 37.9
 KW3195:UTM  18      -  LEWISBURG BUCKNELL UNIV STACK            033 05 26.7
 KW3195
 KW3195|---------------------------------------------------------------------|
 KW3195| PID    Reference Object                     Distance      Geod. Az  |
 KW3195|                                                           dddmmss.s |
 KW3195| KW3190 LEWISBURG BUCKNELL UNIV STACK       APPROX. 0.6 KM 0315124.3 |
 KW3195| KW3171 WATSON                              APPROX. 5.7 KM 0993442.4 |
 KW3195| CB3676 BUCKNELL RM 1                         9.715 METERS 13751     |
 KW3195| CB3677 BUCKNELL RM 2                         9.037 METERS 28212     |
 KW3195| CB3675 BUCKNELL AZ MK                                     3150131.0 |
 KW3195| KW3191 LEWISBURG CHAIR AND FURN TANK       APPROX. 1.7 KM 3181002.5 |
 KW3195| KW3192 LEWISBURG CHAIR AND FURN STACK      APPROX. 1.6 KM 3221501.4 |
 KW3195|---------------------------------------------------------------------|
 KW3195
 KW3195                          SUPERSEDED SURVEY CONTROL
 KW3195
 KW3195  NAD 83(1986)-  40 57 02.29740(N)    076 52 56.63489(W) AD(       ) 1
 KW3195  NAD 27      -  40 57 01.98178(N)    076 52 57.74558(W) AD(       ) 1
 KW3195  NGVD 29 (07/19/86)  172.5    (m)          566.     (f) VERT ANG       
 KW3195
 KW3195.Superseded values are not recommended for survey control.
 KW3195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3195.See file dsdata.txt to determine how the superseded data were derived.
 KW3195
 KW3195_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL4156534984(NAD 83)
 KW3195_MARKER: DS = TRIANGULATION STATION DISK
 KW3195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3195
 KW3195  HISTORY     - Date     Condition        Report By
 KW3195  HISTORY     - 1958     MONUMENTED       CGS
 KW3195  HISTORY     - 1965     MARK NOT FOUND   USN
 KW3195  HISTORY     - 1966     GOOD             CGS
 KW3195  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW3195
 KW3195                          STATION DESCRIPTION
 KW3195
 KW3195'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KW3195'THE STATION IS APPROXIMATELY 0.9 MILE SOUTH OF LEWISBURG, 0.3 MILE
 KW3195'SOUTH OF BUCKNELL UNIVERSITY AND 0.2 MILE NORTHEAST OF U.S. HIGHWAY
 KW3195'15 ON A SMALL HILL OCCUPIED BY TWO LARGE, GREEN WATER TANKS AND ON
 KW3195'THE PROPERTY OF THE CITY OF LEWISBURG.
 KW3195'
 KW3195'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 15 AND STATE HIGHWAY 45 IN
 KW3195'LEWISBURG, GO SOUTH ON HIGHWAY 15 FOR 0.85 MILES TO CROSSROADS AT
 KW3195'THE TOP OF SMALL RIDGE, TURN LEFT ON PAVED STREET AND GO EASTERLY FOR
 KW3195'0.1 MILE TO THE END OF PAVEMENT, CONTINUE NORTHEAST ON TRACK ROAD
 KW3195'FOR 0.05 MILE TO THE WATER TANKS AND THE STATION ON THE NORTH SIDE OF
 KW3195'TANKS.
 KW3195'
 KW3195'STATION MARKS ARE STANDARD DISKS STAMPED BUCKNELL 1958. THE SURFACE
 KW3195'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 KW3195'GROUND. IT IS 6 FEET NORTH OF THE NORTH SIDE OF WATER TANK, 16 FEET
 KW3195'WEST-SOUTHWEST OF POWER POLE WITH TRANSFORMER AND 23 FEET
 KW3195'EAST-NORTHEAST OF THE SOUTHEAST CORNER OF SMALL SHED. A STANDARD
 KW3195'WITNESS POST WAS SET 4 FEET WEST-SOUTHWEST OF THE MARK. THE
 KW3195'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES
 KW3195'BELOW THE SURFACE OF THE GROUND.
 KW3195'
 KW3195'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BUCKNELL NO 1 1958, IS
 KW3195'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 KW3195'GROUND. IT IS 26 FEET SOUTH-SOUTHEAST OF POWER LINE POLE WITH
 KW3195'TRANSFORMER AND 5 FEET EAST OF THE WATER TANK.
 KW3195'
 KW3195'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BUCKNELL NO 2 1958, IS
 KW3195'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 KW3195'GROUND. IT IS 7 FEET NORTHWEST OF THE NORTHEAST CORNER OF SMALL SHED,
 KW3195'6 FEET NORTH OF THE NORTHWEST CORNER OF SHED AND 50 FEET
 KW3195'NORTHEAST OF THE SMALLER WATER TANK.
 KW3195'
 KW3195'AZIMUTH MARK IS A STANDARD DISK STAMPED BUCKNELL 1958, SET IN A
 KW3195'SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT
 KW3195'IS 6 INCHES EAST OF FENCE LINE, 9-1/2 FEET SOUTH OF THE SOUTH GATE
 KW3195'POST AND 15 FEET SOUTH OF THE CENTER OF PAVED ROAD LEADING TO
 KW3195'UNIVERSITY GROUNDS. A STANDARD WITNESS POST WAS SET 2 FEET NORTH OF
 KW3195'THE MARK.
 KW3195'
 KW3195'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.15 MILE TO
 KW3195'U.S. HIGHWAY 15, TURN RIGHT ON HIGHWAY 15 FOR 0.25 MILE TO
 KW3195'CROSSROAD, TURN RIGHT AND GO 0.15 MILE TO THE AZIMUTH MARK ON THE
 KW3195'RIGHT JUST INSIDE OF FENCE LINE AND NEAR WIRE FENCE GATE AT ENTRANCE
 KW3195'TO THE BUCKNELL UNIVERSITY GROUNDS.
 KW3195
 KW3195                          STATION RECOVERY (1965)
 KW3195
 KW3195'RECOVERY NOTE BY US NAVY 1965
 KW3195'RECOVERED THE GENERAL AREA. THE TRACK ROAD MENTIONED IN THE TO REACH
 KW3195'WAS NOT FOUND, THE STATION WAS INACCESSIBLE DUE TO THE CULTIVATED
 KW3195'FIELD SURROUNDING STATION.
 KW3195
 KW3195                          STATION RECOVERY (1966)
 KW3195
 KW3195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW3195'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN
 KW3195'GOOD CONDITION. THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 KW3195'RECOVERED. IT IS BELIEVED THE MARK WAS DESTROYED WHEN CONSTRUCTION
 KW3195'WORK WAS DONE ON THE UNIVERSITY GROUNDS.
 KW3195'
 KW3195'THE DISTANCE TO REFERENCE MARK NO. 1 IS A TRAVERSE DISTANCE.
 KW3195'
 KW3195'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1 MILE SOUTH OF
 KW3195'LEWISBURG
 KW3195
 KW3195                          STATION RECOVERY (1989)
 KW3195
 KW3195'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW3195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1590 ***********************************************************************
 KW1590  DESIGNATION -  BUCKNELL UNIV
 KW1590  PID         -  KW1590
 KW1590  STATE/COUNTY-  PA/UNION
 KW1590  USGS QUAD   -  LEWISBURG (1994)
 KW1590
 KW1590                         *CURRENT SURVEY CONTROL
 KW1590  ___________________________________________________________________
 KW1590* NAD 83(1986)-  40 57 20.     (N)    076 52 55.     (W)     SCALED    
 KW1590* NAVD 88     -       159.753  (meters)     524.12   (feet)  ADJUSTED  
 KW1590  ___________________________________________________________________
 KW1590  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KW1590  DYNAMIC HT  -         159.684 (meters)     523.90  (feet)  COMP
 KW1590  MODELED GRAV-     980,185.8   (mgal)                       NAVD 88
 KW1590
 KW1590  VERT ORDER  -  SECOND    CLASS 0
 KW1590
 KW1590.The horizontal coordinates were scaled from a topographic map and have
 KW1590.an estimated accuracy of +/- 6 seconds.
 KW1590
 KW1590.The orthometric height was determined by differential leveling
 KW1590.and adjusted by the National Geodetic Survey in June 1991..
 KW1590
 KW1590.The geoid height was determined by GEOID03.
 KW1590
 KW1590.The dynamic height is computed by dividing the NAVD 88
 KW1590.geopotential number by the normal gravity value computed on the
 KW1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1590.degrees latitude (g = 980.6199 gals.).
 KW1590
 KW1590.The modeled gravity was interpolated from observed gravity values.
 KW1590
 KW1590;                    North         East    Units  Estimated Accuracy
 KW1590;SPC PA N     -    87,980.      673,080.      MT  (+/- 180 meters Scaled)
 KW1590
 KW1590                          SUPERSEDED SURVEY CONTROL
 KW1590
 KW1590  NGVD 29 (??/??/??)  159.982  (m)          524.87   (f) ADJUSTED    2 0
 KW1590
 KW1590.Superseded values are not recommended for survey control.
 KW1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1590.See file dsdata.txt to determine how the superseded data were derived.
 KW1590
 KW1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL416355(NAD 83)
 KW1590_MARKER: DB = BENCH MARK DISK
 KW1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1590_STAMPING: BUCKNELL UNIVERSITY 1934
 KW1590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1590+STABILITY: SURFACE MOTION
 KW1590
 KW1590  HISTORY     - Date     Condition        Report By
 KW1590  HISTORY     - 1934     MONUMENTED       CGS
 KW1590
 KW1590                          STATION DESCRIPTION
 KW1590
 KW1590'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1590'AT LEWISBURG.
 KW1590'AT LEWISBURG ON P.R.R. ON THE CAMPUS OF BUCKNELL UNIVERSITY 3
 KW1590'FT NORTH OF THE M.E. LABORATORY BUILDING AT NORTHWEST CORNER A
 KW1590'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1592 ***********************************************************************
 KW1592  DESIGNATION -  BUCKNELL UNIV RESET 1939
 KW1592  PID         -  KW1592
 KW1592  STATE/COUNTY-  PA/UNION
 KW1592  USGS QUAD   -  LEWISBURG (1994)
 KW1592
 KW1592                         *CURRENT SURVEY CONTROL
 KW1592  ___________________________________________________________________
 KW1592* NAD 83(1986)-  40 57 20.     (N)    076 52 55.     (W)     SCALED    
 KW1592* NAVD 88     -       159.745  (meters)     524.10   (feet)  ADJUSTED  
 KW1592  ___________________________________________________________________
 KW1592  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KW1592  DYNAMIC HT  -         159.676 (meters)     523.87  (feet)  COMP
 KW1592  MODELED GRAV-     980,185.8   (mgal)                       NAVD 88
 KW1592
 KW1592  VERT ORDER  -  FIRST     CLASS II
 KW1592
 KW1592.The horizontal coordinates were scaled from a topographic map and have
 KW1592.an estimated accuracy of +/- 6 seconds.
 KW1592
 KW1592.The orthometric height was determined by differential leveling
 KW1592.and adjusted by the National Geodetic Survey in June 1991..
 KW1592
 KW1592.The geoid height was determined by GEOID03.
 KW1592
 KW1592.The dynamic height is computed by dividing the NAVD 88
 KW1592.geopotential number by the normal gravity value computed on the
 KW1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1592.degrees latitude (g = 980.6199 gals.).
 KW1592
 KW1592.The modeled gravity was interpolated from observed gravity values.
 KW1592
 KW1592;                    North         East    Units  Estimated Accuracy
 KW1592;SPC PA N     -    87,980.      673,080.      MT  (+/- 180 meters Scaled)
 KW1592
 KW1592                          SUPERSEDED SURVEY CONTROL
 KW1592
 KW1592  NGVD 29 (??/??/??)  159.95   (m)          524.8    (f) RESET       3  
 KW1592
 KW1592.Superseded values are not recommended for survey control.
 KW1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1592.See file dsdata.txt to determine how the superseded data were derived.
 KW1592
 KW1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL416355(NAD 83)
 KW1592_MARKER: DB = BENCH MARK DISK
 KW1592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1592_STAMPING: BUCKNELL UNIVERSITY RESET 1939
 KW1592_MARK LOGO: CGS   
 KW1592_PROJECTION: FLUSH
 KW1592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1592+STABILITY: SURFACE MOTION
 KW1592
 KW1592  HISTORY     - Date     Condition        Report By
 KW1592  HISTORY     - 1939     MONUMENTED       LOCENG
 KW1592  HISTORY     - 1983     GOOD             NGS
 KW1592
 KW1592                          STATION DESCRIPTION
 KW1592
 KW1592'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1939
 KW1592'AT LEWISBURG.
 KW1592'AT LEWISBURG, ON THE CAMPUS OF BUCKNELL UNIVERSITY, AND NEAR
 KW1592'THE NORTHWEST CORNER OF THE ENGINEERS BUILDING.  SET IN THE TOP
 KW1592'OF A CONCRETE POST. NOTE: THIS BENCH MARK WAS ESTABLISHED AND ITS
 KW1592'ELEVATION DETERMINED IN 1939 BY ENGINEERING DEPARTMENT OF
 KW1592'BUCKNELL UNIVERSITY.
 KW1592
 KW1592                          STATION RECOVERY (1983)
 KW1592
 KW1592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KW1592'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN LEWISBURG,
 KW1592'AT BUCKNELL UNIVERSITY, AT THE CHARLES A. DANA ENGINEERING BUILDING,
 KW1592'32.0 METERS (105.0 FT) EAST OF THE MAIN ENTRANCE TO THE BUILDING,
 KW1592'31.1 METERS (102.0 FT) WEST OF THE NORTHEAST CORNER OF BUILDING,
 KW1592'6.6 METERS (21.5 FT) SOUTHEAST OF THE EDGE OF SIDEWALK, 2.4 METERS
 KW1592'(8.0 FT) WEST OF A SIDEWALK LEADING TO BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5947 ***********************************************************************
 KV5947  DESIGNATION -  BUCKPORT
 KV5947  PID         -  KV5947
 KV5947  STATE/COUNTY-  PA/BUCKS
 KV5947  USGS QUAD   -  BUCKINGHAM (1980)
 KV5947
 KV5947                         *CURRENT SURVEY CONTROL
 KV5947  ___________________________________________________________________
 KV5947* NAD 83(1992)-  40 20 00.66727(N)    075 07 19.80352(W)     ADJUSTED  
 KV5947* NAVD 88     -       117.0    (meters)     384.     (feet)  VERTCON   
 KV5947  ___________________________________________________________________
 KV5947  X           -   1,250,129.265 (meters)                     COMP
 KV5947  Y           -  -4,705,657.206 (meters)                     COMP
 KV5947  Z           -   4,106,339.090 (meters)                     COMP
 KV5947  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 KV5947  ELLIP HEIGHT-          83.26  (meters)          (06/21/02) GPS OBS
 KV5947  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 KV5947
 KV5947  HORZ ORDER  -  THIRD
 KV5947  ELLP ORDER  -  FOURTH    CLASS I
 KV5947
 KV5947.The horizontal coordinates were established by GPS observations
 KV5947.and adjusted by the National Geodetic Survey in June 2002..
 KV5947
 KV5947.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5947
 KV5947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5947
 KV5947.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5947
 KV5947.The ellipsoidal height was determined by GPS observations
 KV5947.and is referenced to NAD 83.
 KV5947
 KV5947.The geoid height was determined by GEOID03.
 KV5947
 KV5947;                    North         East     Units Scale Factor Converg.
 KV5947;SPC PA S     -   114,377.325   823,263.653   MT  0.99996158   +1 42 17.7
 KV5947;SPC PA S     -   375,252.94  2,700,990.83   sFT  0.99996158   +1 42 17.7
 KV5947;UTM  18      - 4,464,782.760   489,622.717   MT  0.99960133   -0 04 44.7
 KV5947
 KV5947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5947!SPC PA S     -   0.99998694  x   0.99996158  =   0.99994852
 KV5947!UTM  18      -   0.99998694  x   0.99960133  =   0.99958827
 KV5947
 KV5947:                Primary Azimuth Mark                     Grid Az
 KV5947:SPC PA S     -  BUCKPORT AZ MK                           215 47 59.7
 KV5947:UTM  18      -  BUCKPORT AZ MK                           217 35 02.1
 KV5947
 KV5947|---------------------------------------------------------------------|
 KV5947| PID    Reference Object                     Distance      Geod. Az  |
 KV5947|                                                           dddmmss.s |
 KV5947| KV5948 BUCKPORT AZ MK                      489.621 METERS 2173017.4 |
 KV5947|---------------------------------------------------------------------|
 KV5947
 KV5947                          SUPERSEDED SURVEY CONTROL
 KV5947
 KV5947  NAD 83(1996)-  40 20 00.66401(N)    075 07 19.79938(W) AD(       ) 3
 KV5947  ELLIP H (01/27/92)   83.41   (m)                       GP(       ) 4 1
 KV5947  NAD 83(1986)-  40 20 00.66393(N)    075 07 19.80887(W) AD(       ) 3
 KV5947  NGVD 29 (09/11/89)  117.3    (m)          385.     (f) GPS OBS        
 KV5947
 KV5947.Superseded values are not recommended for survey control.
 KV5947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5947.See file dsdata.txt to determine how the superseded data were derived.
 KV5947
 KV5947_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8962364783(NAD 83)
 KV5947_MARKER: I = METAL ROD
 KV5947_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV5947_SP_SET: STAINLESS STEEL ROD
 KV5947_STAMPING: BUCKPORT 1988
 KV5947_MARK LOGO: NGS   
 KV5947_PROJECTION: FLUSH
 KV5947_MAGNETIC: I = MARKER IS A STEEL ROD
 KV5947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV5947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5947+SATELLITE: SATELLITE OBSERVATIONS - 1988
 KV5947_ROD/PIPE-DEPTH: 2.0  meters
 KV5947
 KV5947  HISTORY     - Date     Condition        Report By
 KV5947  HISTORY     - 1988     MONUMENTED       NGS
 KV5947  HISTORY     - 19960416 GOOD             USPSQD
 KV5947
 KV5947                          STATION DESCRIPTION
 KV5947
 KV5947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KV5947'THE STATION IS LOCATED ABOUT 3.0 KM (1.85 MI) NORTH OF DOYLESTOWN, 0.6
 KV5947'KM (0.35 MI) EAST OF STATE HIGHWAY 611, AT THE BUCKS COUNTY AIRPORT,
 KV5947'IN THE NORTHEAST END OF A NARROW GRASS STRIP, IN THE SOUTHWEST
 KV5947'JUNCTION OF THE SINGLE RUNWAY, PARALLEL TAXIWAY AND MAIN CONNECTING
 KV5947'TAXIWAY.
 KV5947'OWNERSHIP--BUCKS COUNTY AIRPORT AUTHORITY, OLD EASTON ROAD, DOYLESTOWN
 KV5947'PA 18901.  PHONE 215-340-0707.
 KV5947'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 313 AND 611
 KV5947'BYPASS IN DOYLESTOWN, GO SOUTHEAST FOR 0.7 KM (0.45 MI) ON STATE
 KV5947'HIGHWAY 313 TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO NORTH FOR
 KV5947'0.9 KM (0.55 MI) ON OLD EASTON ROAD TO A PAVED ROAD ON THE RIGHT.
 KV5947'TURN RIGHT AND GO EAST FOR 0.3 KM (0.20 MI) ON THE AIRPORT ENTRANCE
 KV5947'ROAD TO AN AIRPORT PARKING AREA AND A GAP IN THE FENCE ON THE LEFT.
 KV5947'TURN LEFT AND GO NORTHEAST FOR 0.1 KM (0.05 MI) ON A PAVED ROAD
 KV5947'THROUGH THE GAP IN THE FENCE AND PASSING HANGARS TO A TAXIWAY.  TURN
 KV5947'RIGHT AND GO SOUTHEAST FOR 0.1 KM (0.05 MI) ON THE TAXIWAY TO THE
 KV5947'PARALLEL TAXIWAY.  TURN RIGHT AND GO SOUTHWEST FOR 0.1 KM (0.05 MI) ON
 KV5947'THE PARALLEL TAXIWAY TO THE STATION ON THE LEFT JUST AFTER PASSING THE
 KV5947'MAIN CONNECTING TAXWIAY.
 KV5947'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 KV5947'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 2.0 METERS IN A GREASE
 KV5947'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 KV5947'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 KV5947'19.4 M (63.6 FT) NORTHWEST FROM THE CENTERLINE OF THE RUNWAY, 14.2 M
 KV5947'(46.6 FT) SOUTHWEST FROM THE CENTERLINE OF THE MAIN CONNECTING
 KV5947'TAXIWAY, 10.9 M (35.8 FT) SOUTHEAST FROM THE CENTERLINE OF THE
 KV5947'PARALLEL TAXIWAY, AND 7.6 M (24.9 FT) NORTHWEST FROM THE NORTHWEST
 KV5947'SIDE OF AN ILLUMINATED TAXIWAY INDICATOR SIGN.
 KV5947'DESCRIBED BY K.L. FANCHER, TYPED BY R.L. ZURFLUH.
 KV5947
 KV5947                          STATION RECOVERY (1996)
 KV5947
 KV5947'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV5947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5948 ***********************************************************************
 KV5948  DESIGNATION -  BUCKPORT AZ MK
 KV5948  PID         -  KV5948
 KV5948  STATE/COUNTY-  PA/BUCKS
 KV5948  USGS QUAD   -  DOYLESTOWN (1992)
 KV5948
 KV5948                         *CURRENT SURVEY CONTROL
 KV5948  ___________________________________________________________________
 KV5948* NAD 83(1992)-  40 19 48.07441(N)    075 07 32.43150(W)     ADJUSTED  
 KV5948* NAVD 88     -       118.7    (meters)     389.     (feet)  VERTCON   
 KV5948  ___________________________________________________________________
 KV5948  X           -   1,249,906.036 (meters)                     COMP
 KV5948  Y           -  -4,705,977.950 (meters)                     COMP
 KV5948  Z           -   4,106,044.081 (meters)                     COMP
 KV5948  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 KV5948  ELLIP HEIGHT-          84.95  (meters)          (06/21/02) GPS OBS
 KV5948  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 KV5948
 KV5948  HORZ ORDER  -  THIRD
 KV5948  ELLP ORDER  -  FOURTH    CLASS I
 KV5948
 KV5948.The horizontal coordinates were established by GPS observations
 KV5948.and adjusted by the National Geodetic Survey in June 2002..
 KV5948
 KV5948.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5948
 KV5948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5948
 KV5948.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5948
 KV5948.The ellipsoidal height was determined by GPS observations
 KV5948.and is referenced to NAD 83.
 KV5948
 KV5948.The geoid height was determined by GEOID03.
 KV5948
 KV5948;                    North         East     Units Scale Factor Converg.
 KV5948;SPC PA S     -   113,980.226   822,977.257   MT  0.99996171   +1 42 09.5
 KV5948;SPC PA S     -   373,950.12  2,700,051.22   sFT  0.99996171   +1 42 09.5
 KV5948;UTM  18      - 4,464,394.909   489,324.205   MT  0.99960140   -0 04 52.8
 KV5948
 KV5948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5948!SPC PA S     -   0.99998667  x   0.99996171  =   0.99994838
 KV5948!UTM  18      -   0.99998667  x   0.99960140  =   0.99958808
 KV5948
 KV5948:                Primary Azimuth Mark                     Grid Az
 KV5948:SPC PA S     -  BUCKPORT                                 035 47 59.7
 KV5948:UTM  18      -  BUCKPORT                                 037 35 02.0
 KV5948
 KV5948|---------------------------------------------------------------------|
 KV5948| PID    Reference Object                     Distance      Geod. Az  |
 KV5948|                                                           dddmmss.s |
 KV5948| KV5947 BUCKPORT                            489.621 METERS 0373009.2 |
 KV5948|---------------------------------------------------------------------|
 KV5948
 KV5948                          SUPERSEDED SURVEY CONTROL
 KV5948
 KV5948  NAD 83(1996)-  40 19 48.07109(N)    075 07 32.42725(W) AD(       ) 3
 KV5948  ELLIP H (01/27/92)   85.08   (m)                       GP(       ) 4 1
 KV5948  NAD 83(1986)-  40 19 48.07130(N)    075 07 32.43752(W) AD(       ) 3
 KV5948  NGVD 29 (09/11/89)  119.0    (m)          390.     (f) GPS OBS        
 KV5948
 KV5948.Superseded values are not recommended for survey control.
 KV5948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5948.See file dsdata.txt to determine how the superseded data were derived.
 KV5948
 KV5948_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8932464395(NAD 83)
 KV5948_MARKER: I = METAL ROD
 KV5948_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV5948_SP_SET: STAINLESS STEEL ROD
 KV5948_STAMPING: BUCKPORT AZ MK 1988
 KV5948_MARK LOGO: NGS   
 KV5948_PROJECTION: FLUSH
 KV5948_MAGNETIC: I = MARKER IS A STEEL ROD
 KV5948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV5948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5948+SATELLITE: SATELLITE OBSERVATIONS - 1988
 KV5948_ROD/PIPE-DEPTH: 3.7  meters
 KV5948
 KV5948  HISTORY     - Date     Condition        Report By
 KV5948  HISTORY     - 1988     MONUMENTED       NGS
 KV5948  HISTORY     - 19950828 GOOD             USPSQD
 KV5948
 KV5948                          STATION DESCRIPTION
 KV5948
 KV5948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KV5948'THE STATION IS LOCATED ABOUT 3.0 KM (1.85 MI) NORTH OF DOYLESTOWN, 0.6
 KV5948'KM (0.35 MI) EAST OF STATE HIGHWAY 611, AT THE BUCKS COUNTY AIRPORT,
 KV5948'IN THE SOUTHWEST END OF A NARROW GRASS STRIP BETWEEN THE PARALLEL
 KV5948'TAXIWAY AND THE SOUTHWEST END OF THE SINGLE RUNWAY.
 KV5948'OWNERSHIP--BUCKS COUNTY AIRPORT AUTHORITY, OLD EASTON ROAD, DOYLESTOWN
 KV5948'PA 18901.  PHONE 215-340-0707.
 KV5948'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 313 AND 611
 KV5948'BYPASS IN DOYLESTOWN, GO SOUTHEAST FOR 0.7 KM (0.45 MI) ON HIGHWAY 313
 KV5948'TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO NORTH FOR 0.9 KM
 KV5948'(0.55 MI) ON OLD EASTON ROAD TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT
 KV5948'AND GO EAST FOR 0.3 KM (0.20 MI) ON THE AIRPORT ENTRANCE ROAD TO AN
 KV5948'AIRPORT PARKING AREA AND A GAP IN THE FENCE ON THE LEFT.  TURN LEFT
 KV5948'AND GO NORTHEAST FOR 0.1 KM (0.05 MI) ON A PAVED ROAD THROUGH THE
 KV5948'FENCE GAP AND PASSING HANGARS TO A PAVED TAXIWAY.  TURN RIGHT AND GO
 KV5948'SOUTHEAST FOR 0.1 KM (0.05 MI) ON THE TAXIWAY TO THE PARALLEL TAXIWAY.
 KV5948'TURN RIGHT AND GO SOUTHWEST FOR 0.6 KM (0.35 MI) TO THE STATION ON
 KV5948'THE LEFT JUST BEFORE REACHING THE SOUTHWEST END OF THE RUNWAY.
 KV5948'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 KV5948'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 3.7 METERS IN A GREASE
 KV5948'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 KV5948'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 KV5948'26.3 M (86.3 FT) NORTH FROM THE CENTER OF THE SOUTHWEST END OF THE
 KV5948'RUNWAY, 26.0 M (85.3 FT) SOUTHWEST FROM THE WEST CORNER OF THE
 KV5948'CONCRETE SLAB SUPPORTING A VASI, 20.3 M (66.6 FT) NORTHWEST FROM THE
 KV5948'CENTERLINE OF THE RUNWAY, 10.0 M (32.8 FT) SOUTHEAST FROM THE
 KV5948'CENTERLINE OF THE PARALLEL TAXIWAY, AND 8.8 M (28.9 FT) NORTHEAST FROM
 KV5948'THE NORTHEAST EDGE OF A CONNECTING TAXIWAY.
 KV5948'DESCRIBED BY K.L. FANCHER, TYPED BY R.L. ZURFLUH.
 KV5948
 KV5948                          STATION RECOVERY (1995)
 KV5948
 KV5948'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV5948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3037 ***********************************************************************
 KY3037  DESIGNATION -  BUERK
 KY3037  PID         -  KY3037
 KY3037  STATE/COUNTY-  PA/ALLEGHENY
 KY3037  USGS QUAD   -  EMSWORTH (1979)
 KY3037
 KY3037                         *CURRENT SURVEY CONTROL
 KY3037  ___________________________________________________________________
 KY3037* NAD 83(1992)-  40 33 15.44963(N)    080 07 08.63669(W)     ADJUSTED  
 KY3037* NAVD 88     -       372.     (meters)    1220.     (feet)  SCALED    
 KY3037  ___________________________________________________________________
 KY3037  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 KY3037  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KY3037
 KY3037  HORZ ORDER  -  SECOND
 KY3037
 KY3037.The horizontal coordinates were established by classical geodetic methods
 KY3037.and adjusted by the National Geodetic Survey in June 2002..
 KY3037
 KY3037.The orthometric height was scaled from a topographic map.
 KY3037
 KY3037.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3037
 KY3037.The geoid height was determined by GEOID03.
 KY3037
 KY3037;                    North         East     Units Scale Factor Converg.
 KY3037;SPC PA S     -   138,260.851   399,373.443   MT  0.99996113   -1 32 13.3
 KY3037;SPC PA S     -   453,610.81  1,310,277.70   sFT  0.99996113   -1 32 13.3
 KY3037;UTM  17      - 4,489,653.925   574,585.208   MT  0.99966847   +0 34 22.0
 KY3037
 KY3037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3037!SPC PA S     -   0.99994700  x   0.99996113  =   0.99990814
 KY3037!UTM  17      -   0.99994700  x   0.99966847  =   0.99961549
 KY3037
 KY3037|---------------------------------------------------------------------|
 KY3037| PID    Reference Object                     Distance      Geod. Az  |
 KY3037|                                                           dddmmss.s |
 KY3037| CX3318 BUERK RM 1                           18.908 METERS 19617     |
 KY3037| KY3044 CORAOPOLIS FELICIAN SISTERS TK      APPROX. 6.4 KM 2060338.5 |
 KY3037| CX3319 BUERK RM 2                           20.372 METERS 31623     |
 KY3037|---------------------------------------------------------------------|
 KY3037
 KY3037                          SUPERSEDED SURVEY CONTROL
 KY3037
 KY3037  NAD 83(1995)-  40 33 15.45043(N)    080 07 08.63891(W) AD(       ) 2
 KY3037  NAD 83(1986)-  40 33 15.45479(N)    080 07 08.64544(W) AD(       ) 2
 KY3037  NAD 27      -  40 33 15.21590(N)    080 07 09.44100(W) AD(       ) 2
 KY3037
 KY3037.Superseded values are not recommended for survey control.
 KY3037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3037.See file dsdata.txt to determine how the superseded data were derived.
 KY3037
 KY3037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE7458589654(NAD 83)
 KY3037_MARKER: DS = TRIANGULATION STATION DISK
 KY3037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3037_STAMPING: BUERK 1959
 KY3037_MARK LOGO: CGS   
 KY3037_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3037+STABILITY: SURFACE MOTION
 KY3037
 KY3037  HISTORY     - Date     Condition        Report By
 KY3037  HISTORY     - 1959     MONUMENTED       CGS
 KY3037  HISTORY     - 19871218 GOOD             LOCENG
 KY3037
 KY3037                          STATION DESCRIPTION
 KY3037
 KY3037'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 KY3037'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LOW HILL THAT IS
 KY3037'ABOUT 6.0 MILES, AIRLINE, SOUTH-SOUTHWEST OF WEXFORD, 3.25 MILES
 KY3037'NORTHEAST OF SEWICKLEY, 1.0 MILE WEST OF MT. NEBO, 2.75 MILES
 KY3037'NORTH OF THE OHIO RIVER AND ON PROPERTY OWNED BY MR. RAYMOND BUERKLE.
 KY3037'
 KY3037'TO REACH THE STATION FROM THE POST OFFICE IN WEXFORD, GO WEST ON
 KY3037'THE ORANGE BELT ROAD, A BLACKTOP ROAD, FOR 1.35 MILES TO A
 KY3037'CROSSROAD, CONTINUE WEST ON THE ORANGE BELT ROAD FOR 0.75 MILE TO
 KY3037'A REVERSE Y-INTERSECTION, CONTINUE STRAIGHT AHEAD, WEST, ON A
 KY3037'BLACKTOP ROAD FOR 0.55 MILE TO A BLACKTOP SIDE ROAD AND A TAVERN
 KY3037'ON THE LEFT, SOUTH, SIDE OF THE ROAD. TURN LEFT AND GO SOUTH ON A
 KY3037'BLACKTOP ROAD FOR 1.85 MILES TO A FIVE-POINT INTERSECTION,
 KY3037'CONTINUE STRAIGHT AHEAD, SOUTH, ON A BLACKTOP ROAD FOR 2.85 MILES
 KY3037'TO A T-ROAD INTERSECTION IN MT. NEBO.  TURN RIGHT AND GO WEST ON
 KY3037'THE MT. NEBO ROAD FOR 0.7 MILE TO A DIAGONAL CROSSROAD, CONTINUE
 KY3037'STRAIGHT AHEAD, WEST, AS SIGN SEWICKLEY ON THE BLACKBURN ROAD FOR
 KY3037'0.4 MILE TO A DRIVEWAY O THE RIGHT, NORTH, SIDE OF THE ROAD.  TURN
 KY3037'RIGHT, UP A STEEP BANK THE DRIVEWAY AND CONTINUE NORTHEAST FOR 0.3
 KY3037'MILE TO A LARGE BRICK HOUSE.  TURN SHARP RIGHT AND GO SOUTHWEST
 KY3037'ACROSS THE END OF THE LAWN AND INTO AN OLD FIELD AND CONTINUE
 KY3037'SOUTHWEST AND SOUTH ACROSS A BRUSHY FIELD FOR 0.25 MILE TO THE
 KY3037'HIGHEST POINT OF THE HILL, AREA, A STANDARD METAL WITNESS POST AND
 KY3037'THE STATION.
 KY3037'
 KY3037'THE STATION MARK, A STANDARD DISK STAMPED BUERK 1959, IS SET IN
 KY3037'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 KY3037'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 6.2 FEET WEST OF A
 KY3037'STANDARD METAL WITNESS POST AND MARKER.
 KY3037'
 KY3037'REFERENCE MARK 1, A STANDARD DISK STAMPED BUERK NO 1 1959, IS SET
 KY3037'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 KY3037'ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 64.0 FEET
 KY3037'SOUTH-SOUTHWEST OF A STANDARD METAL WITNESS POST.
 KY3037'
 KY3037'REFERENCE MARK 2, A STANDARD DISK STAMPED BUERK NO 2 1959, IS SET
 KY3037'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 KY3037'ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 4.0
 KY3037'FEET LOWER THAN THE STATION.  IT IS 71.9 FEET WEST OF A STANDARD
 KY3037'METAL WITNESS POST AND MARKER.
 KY3037'
 KY3037'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  WITH A
 KY3037'SMALL AMOUNT OF CLEARING OF SMALL TREES THE CORAOPOLIS, FELICIAN
 KY3037'SISTERS CONVENT WATER TANK MAY BE USED AS AN AZIMUTH MARK.
 KY3037'
 KY3037'HEIGHT OF LIGHT ABOVE STATION MARK 22.11 METERS.
 KY3037
 KY3037                          STATION RECOVERY (1987)
 KY3037
 KY3037'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987 (DM)
 KY3037'RECOVERED IN GOOD CONDITION.  RM 1 AND RM 2 RECOVERED IN GOOD
 KY3037'CONDTION.  CARSONITE WITNESS POST SET AT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1526 ***********************************************************************
 LY1526  DESIGNATION -  BUFALINO
 LY1526  PID         -  LY1526
 LY1526  STATE/COUNTY-  PA/LUZERNE
 LY1526  USGS QUAD   -  WHITE HAVEN (1997)
 LY1526
 LY1526                         *CURRENT SURVEY CONTROL
 LY1526  ___________________________________________________________________
 LY1526* NAD 83(1992)-  41 03 33.85398(N)    075 50 51.94421(W)     ADJUSTED  
 LY1526* NAVD 88     -       457.351  (meters)    1500.49   (feet)  ADJUSTED  
 LY1526  ___________________________________________________________________
 LY1526  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 LY1526  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 LY1526  DYNAMIC HT  -         457.138 (meters)    1499.79  (feet)  COMP
 LY1526  MODELED GRAV-     980,142.7   (mgal)                       NAVD 88
 LY1526
 LY1526  HORZ ORDER  -  SECOND
 LY1526  VERT ORDER  -  SECOND    CLASS 0
 LY1526
 LY1526.The horizontal coordinates were established by classical geodetic methods
 LY1526.and adjusted by the National Geodetic Survey in June 2002..
 LY1526
 LY1526.The orthometric height was determined by differential leveling
 LY1526.and adjusted by the National Geodetic Survey in June 1991..
 LY1526
 LY1526.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY1526
 LY1526.The geoid height was determined by GEOID03.
 LY1526
 LY1526.The dynamic height is computed by dividing the NAVD 88
 LY1526.geopotential number by the normal gravity value computed on the
 LY1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1526.degrees latitude (g = 980.6199 gals.).
 LY1526
 LY1526.The modeled gravity was interpolated from observed gravity values.
 LY1526
 LY1526;                    North         East     Units Scale Factor Converg.
 LY1526;SPC PA N     -   100,897.560   759,884.691   MT  0.99997625   +1 15 30.3
 LY1526;SPC PA N     -   331,028.08  2,493,055.02   sFT  0.99997625   +1 15 30.3
 LY1526;UTM  18      - 4,545,697.660   428,765.584   MT  0.99966245   -0 33 24.7
 LY1526
 LY1526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY1526!SPC PA N     -   0.99993335  x   0.99997625  =   0.99990960
 LY1526!UTM  18      -   0.99993335  x   0.99966245  =   0.99959582
 LY1526
 LY1526:                Primary Azimuth Mark                     Grid Az
 LY1526:SPC PA N     -  BUFALINO AZ MK                           055 19 20.0
 LY1526:UTM  18      -  BUFALINO AZ MK                           057 08 15.0
 LY1526
 LY1526|---------------------------------------------------------------------|
 LY1526| PID    Reference Object                     Distance      Geod. Az  |
 LY1526|                                                           dddmmss.s |
 LY1526| CB3678 BUFALINO AZ MK                                     0563450.3 |
 LY1526| LY2755 GREEN                               APPROX. 5.5 KM 0991409.3 |
 LY1526| LY1525 BUFALINO RM 1                        21.200 METERS 19505     |
 LY1526| LY1527 BUFALINO RM 2                        27.292 METERS 32951     |
 LY1526|---------------------------------------------------------------------|
 LY1526
 LY1526                          SUPERSEDED SURVEY CONTROL
 LY1526
 LY1526  NAD 83(1986)-  41 03 33.85412(N)    075 50 51.94591(W) AD(       ) 2
 LY1526  NAD 27      -  41 03 33.55600(N)    075 50 53.23940(W) AD(       ) 2
 LY1526  NGVD 29 (??/??/92)  457.561  (m)         1501.18   (f) ADJ UNCH    2 0
 LY1526
 LY1526.Superseded values are not recommended for survey control.
 LY1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1526.See file dsdata.txt to determine how the superseded data were derived.
 LY1526
 LY1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL2876645698(NAD 83)
 LY1526_MARKER: DS = TRIANGULATION STATION DISK
 LY1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1526_STAMPING: BUFALINO 1958
 LY1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1526+STABILITY: SURFACE MOTION
 LY1526
 LY1526  HISTORY     - Date     Condition        Report By
 LY1526  HISTORY     - 1958     MONUMENTED       CGS
 LY1526  HISTORY     - 1959     GOOD             NGS
 LY1526
 LY1526                          STATION DESCRIPTION
 LY1526
 LY1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JMR)
 LY1526'THE STATION IS LOCATED ABOUT 12-1/2 MILES SOUTH OF WILKES BARRE,
 LY1526'ABOUT 4-1/2 MILES NORTHEAST OF FREELAND, ABOUT 3-1/2 MILES WEST OF
 LY1526'WHITE HAVEN AND ABOUT 0.2 MILE NORTH OF THE OLEY VALLEY ROAD AND IS
 LY1526'ON PROPERTY OWNED BY MR. CHARLES BUFFALINO WHOM LIVES IN
 LY1526'PITTSTON PENNSYLVANIA.
 LY1526'
 LY1526'TO REACH THE STATION FROM THE INTERSECTION OF BERWICK AND TOWANDA
 LY1526'STREET ONE BLOCK NORTH OF THE POSTOFFICE IN WHITE HAVEN, GO WEST
 LY1526'ON BERWICK STREET FOR 0.15 MILE TO CHURCH STREET.  TURN RIGHT AND GO
 LY1526'NORTH ON CHURCH STREET FOR 0.05 MILE TO THE OLEY VALLEY ROAD AND SIGN
 LY1526'RIDGE SOIL PEP CO. ON THE LEFT, WEST, SIDE OF THE STREET.  TURN LEFT
 LY1526'AND GO WEST ON THE OLEY VALLEY ROAD FOR 3.82 MILES TO A T-ROAD
 LY1526'INTERSECTION.  TURN RIGHT AND GO NORTH FOR 0.05 MILE TO A Y-FORK.
 LY1526'TAKE THE RIGHT FORK AND CONTINUE NORTH ON A FARM ROAD FOR 0.19 MILE
 LY1526'TO A WIRE GATE, ABOUT 100 FEET SOUTH OF A FARM HOUSE, AND THE STATION
 LY1526'ON THE LEFT SIDE OF THE FARM ROAD.
 LY1526'
 LY1526'TO REACH THE AZIMUTH MARK FROM THE STATION.  PASS THROUGH THE WIRE
 LY1526'GATE AND CONTINUE NORTHEAST THROUGH THE FARM YARD, PASSING TO THE
 LY1526'RIGHT OF THE BARN AND GO NORTHEAST ACROSS AN OPEN FIELD FOR 0.15 MILE
 LY1526'TO THE EDGE OF THE FIELD AND EDGE OF A TIMBERLINE AND THE MARK.
 LY1526'
 LY1526'THE STATION MARK, A STANDARD DISK STAMPED *BOYKO 1958, IS SET IN THE
 LY1526'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 LY1526'OF THE GROUND.  IT IS ABOUT 125 FEET SOUTHWEST OF THE SOUTHWEST
 LY1526'CORNER OF A FARM HOUSE, 41 FEET NORTH OF THE CENTER OF A FARM ROAD,
 LY1526'28 FEET WEST OF A GARDEN FENCE CORNER AND 17 FEET WEST OF A GARDEN
 LY1526'FENCE AND A STANDARD METAL WITNESS POST.
 LY1526'
 LY1526'REFERENCE MARK 1, A STANDARD DISK STAMPED *BOYKO NO 1 1958, IS SET IN
 LY1526'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 LY1526'SURFACE OF THE GROUND.  IT IS 22 FEET SOUTH OF THE CENTER OF A FARM
 LY1526'ROAD AND IN THE EDGE OF THE TIMBER.
 LY1526'
 LY1526'REFERENCE MARK 2, A STANDARD DISK STAMPED *BOYKO NO 2 1958, IS SET IN
 LY1526'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 LY1526'SURFACE OF THE GROUND.  IT IS 62 FEET SOUTHWEST OF A 24-INCH MAPLE
 LY1526'TREE AND A NORTH AND SOUTH FENCE LINE AND 11 FEET WEST OF THE CENTER
 LY1526'OF A TRACK ROAD.
 LY1526'
 LY1526'THE AZIMUTH MARK, A STANDARD DISK STAMPED *BOYKO 1958, IS SET IN THE
 LY1526'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 LY1526'OF THE GROUND.  IT IS 2 FEET WEST OF A STANDARD METAL WITNESS POST
 LY1526'AND AT THE WEST EDGE OF THE TIMBER LINE AND EAST EDGE OF A FIELD.
 LY1526'
 LY1526'*THE STAMPING HAS BEEN CHANGED TO BUFALINO ON 8/13/59.
 LY1526
 LY1526                          STATION RECOVERY (1959)
 LY1526
 LY1526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LY1526'4.3 MI W FROM WHITE HAVEN.
 LY1526'4.0 MILE WEST ALONG A BLACKTOP ROAD AND GRAVEL ROAD FROM THE
 LY1526'SCHOOL HOUSE AT WHITE HAVEN THENCE 0.3 MILE NORTH ON A FARM
 LY1526'ROAD, 89 1/2 FEET SOUTHEAST OF RM NO 2, 69 FEET NORTHEAST OF
 LY1526'RM NO 1, 42 FEET NORTHWEST OF THE CENTERLINE OF A GATE TO THE
 LY1526'FARM, 100 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SHED,
 LY1526'109 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE FARM HOUSE,
 LY1526'40 FEET NORTH OF THE CENTERLINE OF THE ROAD TO THE FARM HOUSE
 LY1526'AND ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1525 ***********************************************************************
 LY1525  DESIGNATION -  BUFALINO RM 1
 LY1525  PID         -  LY1525
 LY1525  STATE/COUNTY-  PA/LUZERNE
 LY1525  USGS QUAD   -  WHITE HAVEN (1997)
 LY1525
 LY1525                         *CURRENT SURVEY CONTROL
 LY1525  ___________________________________________________________________
 LY1525* NAD 83(1986)-  41 03 33.     (N)    075 50 52.     (W)     SCALED    
 LY1525* NAVD 88     -       457.160  (meters)    1499.87   (feet)  ADJUSTED  
 LY1525  ___________________________________________________________________
 LY1525  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 LY1525  DYNAMIC HT  -         456.946 (meters)    1499.16  (feet)  COMP
 LY1525  MODELED GRAV-     980,142.7   (mgal)                       NAVD 88
 LY1525
 LY1525  VERT ORDER  -  SECOND    CLASS 0
 LY1525
 LY1525.The horizontal coordinates were scaled from a topographic map and have
 LY1525.an estimated accuracy of +/- 6 seconds.
 LY1525
 LY1525.The orthometric height was determined by differential leveling
 LY1525.and adjusted by the National Geodetic Survey in June 1991..
 LY1525
 LY1525.The geoid height was determined by GEOID03.
 LY1525
 LY1525.The dynamic height is computed by dividing the NAVD 88
 LY1525.geopotential number by the normal gravity value computed on the
 LY1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1525.degrees latitude (g = 980.6199 gals.).
 LY1525
 LY1525.The modeled gravity was interpolated from observed gravity values.
 LY1525
 LY1525;                    North         East    Units  Estimated Accuracy
 LY1525;SPC PA N     -   100,870.      759,880.      MT  (+/- 180 meters Scaled)
 LY1525
 LY1525                          SUPERSEDED SURVEY CONTROL
 LY1525
 LY1525  NGVD 29 (??/??/92)  457.370  (m)         1500.55   (f) ADJ UNCH    2 0
 LY1525
 LY1525.Superseded values are not recommended for survey control.
 LY1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1525.See file dsdata.txt to determine how the superseded data were derived.
 LY1525
 LY1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL287456(NAD 83)
 LY1525_MARKER: DR = REFERENCE MARK DISK
 LY1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1525_STAMPING: BUFALINO NO 1 1958
 LY1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1525+STABILITY: SURFACE MOTION
 LY1525
 LY1525  HISTORY     - Date     Condition        Report By
 LY1525  HISTORY     - 1958     MONUMENTED       CGS
 LY1525  HISTORY     - 1959     GOOD             NGS
 LY1525
 LY1525                          STATION DESCRIPTION
 LY1525
 LY1525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LY1525'4.3 MI W FROM WHITE HAVEN.
 LY1525'4.0 MILE WEST ALONG A BLACKTOP AND GRAVEL ROAD FROM THE SCHOOL
 LY1525'HOUSE IN WHITE HAVEN THENCE 0.3 MILE NORTH ON A FARM ROAD, 128
 LY1525'FEET WEST OF THE NORTHWEST CORNER OF THE FARM HOUSE, 69 FEET
 LY1525'SOUTHWEST AND ACROSS THE ROAD FROM THE STATION BM, 48 FEET
 LY1525'SOUTHWEST OF THE CENTERLINE OF THE FARM GATE, 21 FEET SOUTH
 LY1525'OF THE CENTERLINE OF THE FARM ROAD AND ABOUT FLUSH WITH THE
 LY1525'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1527 ***********************************************************************
 LY1527  DESIGNATION -  BUFALINO RM 2
 LY1527  PID         -  LY1527
 LY1527  STATE/COUNTY-  PA/LUZERNE
 LY1527  USGS QUAD   -  WHITE HAVEN (1997)
 LY1527
 LY1527                         *CURRENT SURVEY CONTROL
 LY1527  ___________________________________________________________________
 LY1527* NAD 83(1986)-  41 03 33.     (N)    075 50 52.     (W)     SCALED    
 LY1527* NAVD 88     -       456.741  (meters)    1498.49   (feet)  ADJUSTED  
 LY1527  ___________________________________________________________________
 LY1527  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 LY1527  DYNAMIC HT  -         456.528 (meters)    1497.79  (feet)  COMP
 LY1527  MODELED GRAV-     980,142.7   (mgal)                       NAVD 88
 LY1527
 LY1527  VERT ORDER  -  SECOND    CLASS 0
 LY1527
 LY1527.The horizontal coordinates were scaled from a topographic map and have
 LY1527.an estimated accuracy of +/- 6 seconds.
 LY1527
 LY1527.The orthometric height was determined by differential leveling
 LY1527.and adjusted by the National Geodetic Survey in June 1991..
 LY1527
 LY1527.The geoid height was determined by GEOID03.
 LY1527
 LY1527.The dynamic height is computed by dividing the NAVD 88
 LY1527.geopotential number by the normal gravity value computed on the
 LY1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1527.degrees latitude (g = 980.6199 gals.).
 LY1527
 LY1527.The modeled gravity was interpolated from observed gravity values.
 LY1527
 LY1527;                    North         East    Units  Estimated Accuracy
 LY1527;SPC PA N     -   100,870.      759,880.      MT  (+/- 180 meters Scaled)
 LY1527
 LY1527                          SUPERSEDED SURVEY CONTROL
 LY1527
 LY1527  NGVD 29 (??/??/92)  456.950  (m)         1499.18   (f) ADJ UNCH    2 0
 LY1527
 LY1527.Superseded values are not recommended for survey control.
 LY1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1527.See file dsdata.txt to determine how the superseded data were derived.
 LY1527
 LY1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL287456(NAD 83)
 LY1527_MARKER: DR = REFERENCE MARK DISK
 LY1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1527_STAMPING: BUFALINO NO 2 1958
 LY1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1527+STABILITY: SURFACE MOTION
 LY1527
 LY1527  HISTORY     - Date     Condition        Report By
 LY1527  HISTORY     - 1958     MONUMENTED       CGS
 LY1527  HISTORY     - 1959     GOOD             NGS
 LY1527
 LY1527                          STATION DESCRIPTION
 LY1527
 LY1527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LY1527'4.3 MI W FROM WHITE HAVEN.
 LY1527'4.0 MILE WEST ALONG A BLACKTOP AND GRAVEL ROAD FROM THE SCHOOL
 LY1527'HOUSE AT WHITE HAVEN, THENCE 0.3 MILE NORTH ON A FARM ROAD, 126
 LY1527'FEET NORTH OF THE CENTERLINE OF THE FARM ROAD, 89 1/2 FEET
 LY1527'NORTHWEST OF THE STATION BM, 132 FEET NORTHWEST OF THE
 LY1527'CENTERLINE OF THE GATE TO FARM HOUSE, 61 FEET WEST OF A FENCE
 LY1527'LINE, 62 FEET WEST OF A TWIN BOLED MAPLE TREE AND FLUSH WITH THE
 LY1527'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2085 ***********************************************************************
 KX2085  DESIGNATION -  BUFFALO
 KX2085  PID         -  KX2085
 KX2085  STATE/COUNTY-  PA/BUTLER
 KX2085  USGS QUAD   -  WORTHINGTON (1993)
 KX2085
 KX2085                         *CURRENT SURVEY CONTROL
 KX2085  ___________________________________________________________________
 KX2085* NAD 83(1992)-  40 50 46.28638(N)    079 41 36.80516(W)     ADJUSTED  
 KX2085* NAVD 88     -       456.8    (meters)    1499.     (feet)  VERTCON   
 KX2085  ___________________________________________________________________
 KX2085  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 KX2085  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 KX2085
 KX2085  HORZ ORDER  -  FIRST
 KX2085
 KX2085.The horizontal coordinates were established by classical geodetic methods
 KX2085.and adjusted by the National Geodetic Survey in June 2002..
 KX2085
 KX2085.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2085
 KX2085.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2085
 KX2085.The geoid height was determined by GEOID03.
 KX2085
 KX2085;                    North         East     Units Scale Factor Converg.
 KX2085;SPC PA S     -   169,786.996   436,114.904   MT  0.99998328   -1 15 39.5
 KX2085;SPC PA S     -   557,042.84  1,430,820.31   sFT  0.99998328   -1 15 39.5
 KX2085;UTM  17      - 4,522,504.260   610,130.278   MT  0.99974928   +0 51 16.3
 KX2085
 KX2085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2085!SPC PA S     -   0.99993360  x   0.99998328  =   0.99991688
 KX2085!UTM  17      -   0.99993360  x   0.99974928  =   0.99968290
 KX2085
 KX2085:                Primary Azimuth Mark                     Grid Az
 KX2085:SPC PA S     -  KILE                                     054 29 11.0
 KX2085:UTM  17      -  KILE                                     052 22 15.2
 KX2085
 KX2085|---------------------------------------------------------------------|
 KX2085| PID    Reference Object                     Distance      Geod. Az  |
 KX2085|                                                           dddmmss.s |
 KX2085| KX2084 KILE                                APPROX. 4.4 KM 0531331.5 |
 KX2085| CX3320 BUFFALO RM 1                         21.111 METERS 14002     |
 KX2085| KX2086 SAXONBURG ATT MICROWAVE TOWER       APPROX. 8.2 KM 2043520.0 |
 KX2085| KX2088 WORTHINGTON ST JOHNS CATH CH        APPROX. 4.2 KM 2644236.6 |
 KX2085| CX3321 BUFFALO RM 2                         18.489 METERS 35721     |
 KX2085|---------------------------------------------------------------------|
 KX2085
 KX2085                          SUPERSEDED SURVEY CONTROL
 KX2085
 KX2085  NAD 83(1986)-  40 50 46.29017(N)    079 41 36.81044(W) AD(       ) 1
 KX2085  NAD 27      -  40 50 46.06000(N)    079 41 37.63560(W) AD(       ) 1
 KX2085  NGVD 29 (07/19/86)  457.0    (m)         1499.     (f) VERT ANG       
 KX2085
 KX2085.Superseded values are not recommended for survey control.
 KX2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2085.See file dsdata.txt to determine how the superseded data were derived.
 KX2085
 KX2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF1013022504(NAD 83)
 KX2085_MARKER: DS = TRIANGULATION STATION DISK
 KX2085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2085
 KX2085  HISTORY     - Date     Condition        Report By
 KX2085  HISTORY     - 1958     MONUMENTED       CGS
 KX2085  HISTORY     - 1967     GOOD             CGS
 KX2085
 KX2085                          STATION DESCRIPTION
 KX2085
 KX2085'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2085'STATION IS APPROXIMATELY 10.75 MILES EAST OF BUTLER, 3.5 MILES
 KX2085'WEST-NORTHWEST OF WORTHINGTON, 1.25 MILES SOUTH OF BUFFALO
 KX2085'CREEK, 0.2 MILE SOUTH OF U.S. HIGHWAY 422 AND IN A WOODED AREA OWNED
 KX2085'BY MR. HENRY ROESLER.
 KX2085'
 KX2085'TO REACH FROM THE POST OFFICE AND THE JUNCTION OF U.S. HIGHWAY 422
 KX2085'AND STATE HIGHWAY 228 IN WORTHINGTON, GO WESTERLY ON
 KX2085'U.S. HIGHWAY 422 FOR 2.5 MILES TO THE BEGINNING OF A FOUR LANE
 KX2085'HIGHWAY, CONTINUE WESTERLY ON FOUR LANE HIGHWAY FOR 0.95 MILE
 KX2085'TO A SIDE ROAD LEFT AT THE TOP OF HILL, TURN LEFT AND GO SOUTHERLY ON
 KX2085'GRAVEL ROAD FOR 0.2 MILE TO A DIM WOODS ROAD ON THE LEFT,
 KX2085'TURN LEFT ON DIM WOODS ROAD FOR 0.05 MILE TO A TRIANGULAR BLAZED OAK
 KX2085'TREE AND THE STATION AS DESCRIBED.
 KX2085'
 KX2085'STATION MARKS ARE STANDARD DISKS STAMPED BUFFALO 1958. THE SURFACE
 KX2085'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1
 KX2085'INCH. IT IS 77 FEET SOUTH OF A DIM TRACK ROAD WHICH LEADS TO AN OPEN
 KX2085'FIELD, 35.5 FEET SOUTHEAST OF A 10-INCH OAK TREE WITH A
 KX2085'TRIANGLE BLAZE, 20.5 FEET NORTHEAST OF A 12-INCH OAK TREE WITH A
 KX2085'TRIANGLE BLAZE, 15.5 FEET SOUTHWEST OF A 16-INCH OAK TREE
 KX2085'WITH TRIANGLE BLAZE. THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 KX2085'OF CONCRETE 26 INCHES BELOW THE SURFACE OF THE GROUND. A
 KX2085'STANDARD WITNESS POST WAS SET 6 FEET NORTHEAST OF THE MARK.
 KX2085'
 KX2085'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BUFFALO NO 1 1958, IS
 KX2085'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES. IT IS
 KX2085'2 FEET SOUTH-SOUTHWEST OF A OAK TREE WITH A TRIANGLE BLAZE.
 KX2085'
 KX2085'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BUFFALO NO 2 1958, IS
 KX2085'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES. IT IS
 KX2085'17 FEET SOUTH OF THE CENTER OF A DIM TRACK ROAD.
 KX2085'
 KX2085'NOTE- THERE WAS NO SUITABLE PLACE TO SET AN AZIMUTH MARK.
 KX2085'
 KX2085'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 KX2085
 KX2085                          STATION RECOVERY (1967)
 KX2085
 KX2085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2085'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 KX2085'FOUND TO BE IN GOOD CONDITION. THE REFERENCE MARKS WERE NOT
 KX2085'OBSERVED AT THIS TIME DUE TO EXTENSIVE CLEARING. THERE WAS NO
 KX2085'SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK.
 KX2085'
 KX2085'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3.5 MILES WEST OF
 KX2085'WORTHINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1946 ***********************************************************************
 MB1946  DESIGNATION -  BUHL FARM
 MB1946  PID         -  MB1946
 MB1946  STATE/COUNTY-  PA/MERCER
 MB1946  USGS QUAD   -  SHARON EAST (1981)
 MB1946
 MB1946                         *CURRENT SURVEY CONTROL
 MB1946  ___________________________________________________________________
 MB1946* NAD 83(1992)-  41 14 57.15430(N)    080 28 25.56825(W)     ADJUSTED  
 MB1946* NAVD 88     -       343.     (meters)    1125.     (feet)  SCALED    
 MB1946  ___________________________________________________________________
 MB1946  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 MB1946  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 MB1946
 MB1946  HORZ ORDER  -  SECOND
 MB1946
 MB1946.The horizontal coordinates were established by classical geodetic methods
 MB1946.and adjusted by the National Geodetic Survey in June 2002..
 MB1946
 MB1946.The orthometric height was scaled from a topographic map.
 MB1946
 MB1946.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1946
 MB1946.The geoid height was determined by GEOID03.
 MB1946
 MB1946;                    North         East     Units Scale Factor Converg.
 MB1946;SPC PA N     -   123,809.668   371,747.029   MT  0.99996113   -1 48 06.8
 MB1946;SPC PA N     -   406,198.89  1,219,640.04   sFT  0.99996113   -1 48 06.8
 MB1946;SPC OH N     -   177,708.376   769,808.835   MT  0.99994414   +1 19 52.1
 MB1946;UTM  17      - 4,566,555.782   544,089.804   MT  0.99962392   +0 20 49.1
 MB1946
 MB1946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1946!SPC PA N     -   0.99995153  x   0.99996113  =   0.99991266
 MB1946!SPC OH N     -   0.99995153  x   0.99994414  =   0.99989567
 MB1946!UTM  17      -   0.99995153  x   0.99962392  =   0.99957547
 MB1946
 MB1946:                Primary Azimuth Mark                     Grid Az
 MB1946:SPC PA N     -  WATER                                    263 25 58.9
 MB1946:SPC OH N     -  WATER                                    260 18 00.0
 MB1946:UTM  17      -  WATER                                    261 17 03.0
 MB1946
 MB1946|---------------------------------------------------------------------|
 MB1946| PID    Reference Object                     Distance      Geod. Az  |
 MB1946|                                                           dddmmss.s |
 MB1946| MB1984 WATER                               APPROX. 4.4 KM 2613752.1 |
 MB1946|---------------------------------------------------------------------|
 MB1946
 MB1946                          SUPERSEDED SURVEY CONTROL
 MB1946
 MB1946  NAD 83(1995)-  41 14 57.15445(N)    080 28 25.56862(W) AD(       ) 2
 MB1946  NAD 83(1986)-  41 14 57.15901(N)    080 28 25.57063(W) AD(       ) 2
 MB1946  NAD 27      -  41 14 56.95900(N)    080 28 26.32000(W) AD(       ) 2
 MB1946
 MB1946.Superseded values are not recommended for survey control.
 MB1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1946.See file dsdata.txt to determine how the superseded data were derived.
 MB1946
 MB1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF4409066556(NAD 83)
 MB1946_MARKER: Z = SEE DESCRIPTION
 MB1946_SETTING: 0 = UNSPECIFIED SETTING
 MB1946_STAMPING: BUHL FARM 1937
 MB1946_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB1946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1946+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2000
 MB1946
 MB1946  HISTORY     - Date     Condition        Report By
 MB1946  HISTORY     - 1937     MONUMENTED       PAGS
 MB1946  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MB1946  HISTORY     - 1972     SEE DESCRIPTION  PADT
 MB1946  HISTORY     - 19930101 GOOD             PADT
 MB1946  HISTORY     - 20000909 GOOD             USPSQD
 MB1946
 MB1946                          STATION DESCRIPTION
 MB1946
 MB1946'DESCRIBED BY PENNSYLVANIA GEODETIC SURVEY 1937
 MB1946'STATION IS ON THE BROW OF THE KNOLL TO THE E AND OVERLOOKING THE LAWN
 MB1946'AND THE BUHL FARM CASINO AND THE SHARON COUNTRY CLUB.  STATION IS
 MB1946'DIRECTLY IN FRONT AND W OF THE E ENTRANCE, AND IS FLUSH WITH THE
 MB1946'GROUND.
 MB1946'
 MB1946'SURFACE AND UNDERGROUND MARKS ARE PA. COORDINATE SYSTEM STANDARD
 MB1946'BRONZE DISKS SET IN SQUARE BLOCKS OF CONCRETE.
 MB1946'
 MB1946'NO REFERENCE MARKS SET.
 MB1946'
 MB1946'STATION WATER WILL SERVE AS AN AZIMUTH MARK.
 MB1946'
 MB1946'TO REACH STATION FROM SHARON, GO E ON U.S. ROUTE 62 TO ROUTE 43008,
 MB1946'THENCE LEFT 1.1 MILES, THENCE LEFT THROUGH ENTRANCE OF BUHL
 MB1946'FARM AND PARK, TURN RIGHT ON DRIVE.  STATION IS ON LEFT SIDE OF
 MB1946'DRIVE.
 MB1946'
 MB1946'HEIGHT OF LIGHT ABOVE STATION MARK - 22.5 METERS.
 MB1946
 MB1946                          STATION RECOVERY (1960)
 MB1946
 MB1946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 MB1946'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THERE
 MB1946'WERE NO REFERENCE MARKS SET, AND STATION WATER WAS USED AS AN
 MB1946'AZIMUTH MARK.  A NEW DESCRIPTION FOLLOWS- STATION IS LOCATED IN BUHL
 MB1946'PARK, JUST NORTH OF THE NORTHEAST CITY BOUNDARY OF THE CITY OF
 MB1946'SHARON.  IT IS ON THE BROW OF A KNOLL OVERLOOKING THE LARGE LAWN AND
 MB1946'SHARON COUNTRY CLUB TO THE WEST.  IT IS ABOUT 400 FEET WEST
 MB1946'OF BUHL FARM DRIVE AND THE EAST ENTRANCE TO THE PARK, 140 FEET SOUTH
 MB1946'OF THE NORTH DRIVE, 92 FEET SOUTHEAST OF A CONCRETE STREET
 MB1946'LIGHT POLE, AND IN A CLEARING ABOUT MIDWAY BETWEEN TWO CLUMPS
 MB1946'OF PINE TREES.  THE MARK IS A PENNA. COORDINATE SYSTEM DISK SET IN
 MB1946'THE TOP OF A SQUARE BLOCK OF CONCRETE FLUSH WITH THE GROUND,
 MB1946'STAMPED BUHL FARM 1937./NOTE 1A, 7A).
 MB1946'
 MB1946'TO REACH FROM THE SHENANGO RIVER BRIDGE ON STATE STREET IN SHARON, GO
 MB1946'EAST ON STATE STREET (U.S. HIGHWAY 62) FOR 1.9 MILES, TURN
 MB1946'LEFT ON BUHL FARM DRIVE AND GO NORTH FOR 1.1 MILES TO THE ENTRANCE TO
 MB1946'BUHL PARK, AND STATION ABOUT 400 FEET TO THE WEST AS DESCRIBED.
 MB1946
 MB1946                          STATION RECOVERY (1972)
 MB1946
 MB1946'RECOVERY NOTE BY PA DEPT OF TRANSP 1972
 MB1946'MARK STAMPED
 MB1946'BUHL FARM (1937)
 MB1946'GOOD
 MB1946'
 MB1946'FOUND AS DESCRIBED
 MB1946
 MB1946                          STATION RECOVERY (1993)
 MB1946
 MB1946'RECOVERY NOTE BY PA DEPT OF TRANSP 1993 (PAC)
 MB1946'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 MB1946
 MB1946                          STATION RECOVERY (2000)
 MB1946
 MB1946'RECOVERY NOTE BY US POWER SQUADRON 2000 (WEP)
 MB1946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3165 ***********************************************************************
 JU3165  DESIGNATION -  BULKHEAD USE 1926
 JU3165  PID         -  JU3165
 JU3165  STATE/COUNTY-  PA/PHILADELPHIA
 JU3165  USGS QUAD   -  PHILADELPHIA (1994)
 JU3165
 JU3165                         *CURRENT SURVEY CONTROL
 JU3165  ___________________________________________________________________
 JU3165* NAD 83(1992)-  39 53 14.36725(N)    075 11 45.68747(W)     ADJUSTED  
 JU3165* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU3165  ___________________________________________________________________
 JU3165  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 JU3165  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JU3165
 JU3165  HORZ ORDER  -  THIRD
 JU3165
 JU3165.The horizontal coordinates were established by classical geodetic methods
 JU3165.and adjusted by the National Geodetic Survey in June 2002..
 JU3165
 JU3165.The orthometric height was scaled from a topographic map.
 JU3165
 JU3165.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3165
 JU3165.The geoid height was determined by GEOID03.
 JU3165
 JU3165;                    North         East     Units Scale Factor Converg.
 JU3165;SPC PA S     -    64,670.974   818,423.071   MT  1.00000751   +1 39 25.2
 JU3165;SPC PA S     -   212,174.69  2,685,109.69   sFT  1.00000751   +1 39 25.2
 JU3165;SPC NJ       -   117,236.744    90,471.914   MT  0.99994361   -0 26 46.9
 JU3165;SPC NJ       -   384,634.22    296,823.27   sFT  0.99994361   -0 26 46.9
 JU3165;UTM  18      - 4,415,269.819   483,239.949   MT  0.99960346   -0 07 32.5
 JU3165
 JU3165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3165!SPC PA S     -   1.00000490  x   1.00000751  =   1.00001241
 JU3165!SPC NJ       -   1.00000490  x   0.99994361  =   0.99994851
 JU3165!UTM  18      -   1.00000490  x   0.99960346  =   0.99960836
 JU3165
 JU3165|---------------------------------------------------------------------|
 JU3165| PID    Reference Object                     Distance      Geod. Az  |
 JU3165|                                                           dddmmss.s |
 JU3165| JU3167 LIGHT USE 1926                      334.805 METERS 06230     |
 JU3165| JU3170 RIVER                               357.174 METERS 11454     |
 JU3165| JU3164 ROCK                                143.340 METERS 18358     |
 JU3165|---------------------------------------------------------------------|
 JU3165
 JU3165                          SUPERSEDED SURVEY CONTROL
 JU3165
 JU3165  NAD 83(1996)-  39 53 14.36784(N)    075 11 45.68769(W) AD(       ) 3
 JU3165  NAD 83(1991)-  39 53 14.36452(N)    075 11 45.68927(W) AD(       ) 3
 JU3165  NAD 83(1986)-  39 53 14.36152(N)    075 11 45.69208(W) AD(       ) 3
 JU3165  NAD 27      -  39 53 13.95900(N)    075 11 47.04000(W) AD(       ) 3
 JU3165
 JU3165.Superseded values are not recommended for survey control.
 JU3165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3165.See file dsdata.txt to determine how the superseded data were derived.
 JU3165
 JU3165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8324015270(NAD 83)
 JU3165_MARKER: V = STONE MONUMENT
 JU3165_SETTING: 0 = UNSPECIFIED SETTING
 JU3165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3165
 JU3165  HISTORY     - Date     Condition        Report By
 JU3165  HISTORY     - 1926     MONUMENTED       USE
 JU3165  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU3165
 JU3165                          STATION DESCRIPTION
 JU3165
 JU3165'DESCRIBED BY US ENGINEERS 1926 (HWH)
 JU3165'THIS MARK ESTABLISHED BY THE U.S. ARMY ENGINEERS IS A WHITE MARBLE
 JU3165'MONUMENT ABOUT 5 INCHES SQUARE ON TOP, ITS TOP ABOUT 6 INCHES ABOVE
 JU3165'THE SURFACE OF THE GROUND, LOCATED ON THE W BANK OF THE SCHUYLKILL
 JU3165'RIVER ABOUT 400 METERS FROM ITS MOUTH. THE STATION IS 234 FEET S OF
 JU3165'THE CONCRETE CONDUIT BOX ON THE W BANK OF THE SCHUYLKILL RIVER, WHERE
 JU3165'THE CABLE CROSSES TO LEAGUE ISLAND.  IT IS ABOUT 5 FEET INSHORE
 JU3165'FROM THE BULKHEAD.
 JU3165
 JU3165                          STATION RECOVERY (1946)
 JU3165
 JU3165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3165'DUE TO THE INADEQUATE DESCRIPTION OF THIS STATION IT WAS NOT FOUND,
 JU3165'HOWEVER, IT IS PRESUMED THAT THE STATION IS IN EXISTENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1906 ***********************************************************************
 MA1906  DESIGNATION -  BULL
 MA1906  PID         -  MA1906
 MA1906  STATE/COUNTY-  PA/WARREN
 MA1906  USGS QUAD   -  LOTTSVILLE (1977)
 MA1906
 MA1906                         *CURRENT SURVEY CONTROL
 MA1906  ___________________________________________________________________
 MA1906* NAD 83(1992)-  41 55 34.99115(N)    079 23 26.03482(W)     ADJUSTED  
 MA1906* NAVD 88     -       604.     (meters)    1982.     (feet)  SCALED    
 MA1906  ___________________________________________________________________
 MA1906  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 MA1906  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 MA1906
 MA1906  HORZ ORDER  -  THIRD
 MA1906
 MA1906.The horizontal coordinates were established by classical geodetic methods
 MA1906.and adjusted by the National Geodetic Survey in June 2002..
 MA1906
 MA1906.The orthometric height was scaled from a topographic map.
 MA1906
 MA1906.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1906
 MA1906.The geoid height was determined by GEOID03.
 MA1906
 MA1906;                    North         East     Units Scale Factor Converg.
 MA1906;SPC PA N     -   196,717.366   463,930.025   MT  0.99999625   -1 05 07.1
 MA1906;SPC PA N     -   645,396.89  1,522,077.09   sFT  0.99999625   -1 05 07.1
 MA1906;SPC NY W     -   214,233.183   283,047.139   MT  0.99999264   -0 32 21.8
 MA1906;SPC NY W     -   702,863.37    928,630.49   sFT  0.99999264   -0 32 21.8
 MA1906;UTM  17      - 4,642,855.536   633,444.985   MT  0.99981913   +1 04 32.0
 MA1906
 MA1906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1906!SPC PA N     -   0.99991050  x   0.99999625  =   0.99990676
 MA1906!SPC NY W     -   0.99991050  x   0.99999264  =   0.99990315
 MA1906!UTM  17      -   0.99991050  x   0.99981913  =   0.99972965
 MA1906
 MA1906:                Primary Azimuth Mark                     Grid Az
 MA1906:SPC PA N     -  CRIPPEN                                  156 08 30.2
 MA1906:SPC NY W     -  CRIPPEN                                  155 35 44.9
 MA1906:UTM  17      -  CRIPPEN                                  153 58 51.1
 MA1906
 MA1906|---------------------------------------------------------------------|
 MA1906| PID    Reference Object                     Distance      Geod. Az  |
 MA1906|                                                           dddmmss.s |
 MA1906| MA1895 CRIPPEN                             APPROX.12.7 KM 1550323.1 |
 MA1906|---------------------------------------------------------------------|
 MA1906
 MA1906                          SUPERSEDED SURVEY CONTROL
 MA1906
 MA1906  NAD 83(1996)-  41 55 34.99140(N)    079 23 26.03426(W) AD(       ) 3
 MA1906  NAD 83(1986)-  41 55 34.99253(N)    079 23 26.03209(W) AD(       ) 3
 MA1906  NAD 27      -  41 55 34.79221(N)    079 23 26.84528(W) AD(       ) 3
 MA1906
 MA1906.Superseded values are not recommended for survey control.
 MA1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1906.See file dsdata.txt to determine how the superseded data were derived.
 MA1906
 MA1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG3344542856(NAD 83)
 MA1906_MARKER: DD = SURVEY DISK
 MA1906_SETTING: 66 = SET IN ROCK OUTCROP
 MA1906_SP_SET: SET IN ROCK OUTCROP
 MA1906_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA1906+STABILITY: POSITION/ELEVATION WELL
 MA1906
 MA1906  HISTORY     - Date     Condition        Report By
 MA1906  HISTORY     - 1905     MONUMENTED       USGS
 MA1906
 MA1906                          STATION DESCRIPTION
 MA1906
 MA1906'DESCRIBED BY US GEOLOGICAL SURVEY 1905
 MA1906'LOCATED IN THE SW. PART OF SUGAR GROVE TOWNSHIP ON A SMALL KNOB OF
 MA1906'CONGLOMERATE ROCK ON LAND OF WARREN BULL.  AN EXCELLENT VIEW IN EVERY
 MA1906'DIRECTION.
 MA1906'
 MA1906'STATION MARK, A BRONZE TRIANGULATION DISK CEMENTED IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2442 ***********************************************************************
 KW2442  DESIGNATION -  BULLIT
 KW2442  PID         -  KW2442
 KW2442  STATE/COUNTY-  PA/CENTRE
 KW2442  USGS QUAD   -  MINGOVILLE (1983)
 KW2442
 KW2442                         *CURRENT SURVEY CONTROL
 KW2442  ___________________________________________________________________
 KW2442* NAD 83(1992)-  40 59 57.19994(N)    077 42 03.77833(W)     ADJUSTED  
 KW2442* NAVD 88     -       226.155  (meters)     741.98   (feet)  ADJUSTED  
 KW2442  ___________________________________________________________________
 KW2442  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 KW2442  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KW2442  DYNAMIC HT  -         226.048 (meters)     741.63  (feet)  COMP
 KW2442  MODELED GRAV-     980,148.7   (mgal)                       NAVD 88
 KW2442
 KW2442  HORZ ORDER  -  SECOND
 KW2442  VERT ORDER  -  SECOND    CLASS 0
 KW2442
 KW2442.The horizontal coordinates were established by classical geodetic methods
 KW2442.and adjusted by the National Geodetic Survey in June 2002..
 KW2442
 KW2442.The orthometric height was determined by differential leveling
 KW2442.and adjusted by the National Geodetic Survey in June 1991..
 KW2442
 KW2442.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2442
 KW2442.The geoid height was determined by GEOID03.
 KW2442
 KW2442.The dynamic height is computed by dividing the NAVD 88
 KW2442.geopotential number by the normal gravity value computed on the
 KW2442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2442.degrees latitude (g = 980.6199 gals.).
 KW2442
 KW2442.The modeled gravity was interpolated from observed gravity values.
 KW2442
 KW2442;                    North         East     Units Scale Factor Converg.
 KW2442;SPC PA N     -    92,459.545   604,118.436   MT  0.99998332   +0 01 56.6
 KW2442;SPC PA N     -   303,344.36  1,982,011.90   sFT  0.99998332   +0 01 56.6
 KW2442;UTM  18      - 4,542,185.139   272,823.056   MT  1.00023524   -1 46 22.0
 KW2442
 KW2442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2442!SPC PA N     -   0.99996974  x   0.99998332  =   0.99995306
 KW2442!UTM  18      -   0.99996974  x   1.00023524  =   1.00020497
 KW2442
 KW2442|---------------------------------------------------------------------|
 KW2442| PID    Reference Object                     Distance      Geod. Az  |
 KW2442|                                                           dddmmss.s |
 KW2442| KW2443 BULLIT RM 1                           8.884 METERS 05307     |
 KW2442| LZ1552 BULLIT AZ MK                                       0670710.3 |
 KW2442| KW2441 BULLIT RM 2                           9.181 METERS 32406     |
 KW2442|---------------------------------------------------------------------|
 KW2442
 KW2442                          SUPERSEDED SURVEY CONTROL
 KW2442
 KW2442  NAD 83(1986)-  40 59 57.19863(N)    077 42 03.77887(W) AD(       ) 2
 KW2442  NAD 27      -  40 59 56.97241(N)    077 42 04.77850(W) AD(       ) 2
 KW2442  NGVD 29 (??/??/??)  226.359  (m)          742.65   (f) ADJUSTED    2 0
 KW2442
 KW2442.Superseded values are not recommended for survey control.
 KW2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2442.See file dsdata.txt to determine how the superseded data were derived.
 KW2442
 KW2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL7282342185(NAD 83)
 KW2442_MARKER: DE = TRAVERSE STATION DISK
 KW2442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2442_STAMPING: BULLIT 1969
 KW2442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2442+STABILITY: SURFACE MOTION
 KW2442
 KW2442  HISTORY     - Date     Condition        Report By
 KW2442  HISTORY     - 1969     MONUMENTED       CGS
 KW2442  HISTORY     - 1969     GOOD             CGS
 KW2442
 KW2442                          STATION DESCRIPTION
 KW2442
 KW2442'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 KW2442'THE STATION IS LOCATED 8 MILES SOUTHWEST OF BEECH CREEK, 7 MILES
 KW2442'NORTHEAST OF MILESBURG, ABOUT 700 FEET NORTHWEST OF U.S. HIGHWAY
 KW2442'220, ON THE SIDE OF A LOW KNOLL WHICH IS PARTIALLY PASTURED, ON
 KW2442'PROPERTY OWNED BY MR. JAMES NYMAN OF MORRIS CREEK.
 KW2442'
 KW2442'TO REACH THE STATION FROM THE BEECH CREEK POST OFFICE, GO SOUTH-EAST
 KW2442'ON GRANT STREET FOR 0.05 MILE TO THE HIGHWAY.  TURN RIGHT AND GO
 KW2442'SOUTHWEST ON U.S. HIGHWAY 220 FOR 5.8 MILES TO ITS JUNCTION WITH
 KW2442'STATE HIGHWAY 26.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 220 FOR 2.0
 KW2442'MILES TO A GRAVEL ROAD RIGHT LEADING
 KW2442'TO A SMALL HOUSING DEVELOPMENT.  CONTINUE
 KW2442'SOUTHWEST ON
 KW2442'U.S. HIGHWAY 220 FOR 0.05 MILE TO THE AZIMUTH MARK ON THE
 KW2442'RIGHT IN A CATCH BASIN.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 220
 KW2442'FOR 0.5 MILE TO A FARM ROAD RIGHT.  TURN RIGHT AND GO NORTHWEST ON
 KW2442'THE FARM ROAD FOR 0.15 MILE TO A DESERTED HOUSE ON THE RIGHT. TURN
 KW2442'RIGHT, PASSING AROUND THE SOUTH SIDE OF THE HOUSE, AND GO EASTERLY,
 KW2442'FOLLOWING THE LAND CONTOUR, FOR 0.15 MILE TO THE STATION.
 KW2442'
 KW2442'THE STATION IS ABOUT 50 FEET HIGHER THAN THE HIGHWAY, 9 FEET
 KW2442'SOUTHEAST OF THE SOUTHEAST END OF A TREE ROW, AND 3.2 FEET
 KW2442'SOUTH-SOUTH-WEST OF THE METAL WITNESS POST AND SIGN.  IT IS A
 KW2442'STANDARD TRAVERSE DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 KW2442'PROJECTS 2 INCHES ABOVE GROUND AND STAMPED BULLIT 1969.
 KW2442'
 KW2442'REFERENCE MARK 1 IS 34 FEET EAST OF THE SOUTHEAST END OF THE TREE
 KW2442'ROW, 27.4 FEET EAST OF THE WITNESS POST, AND 2 FEET LOWER THAN THE
 KW2442'STATION.  IT IS A STANDARD REFERENCE DISK SET IN THE TOP OF A SQUARE
 KW2442'CONCRETE POST WHICH PROJECTS 8 INCHES ABOVE GROUND AND STAMPED
 KW2442'BULLIT NO 1 1969.
 KW2442'
 KW2442'REFERENCE MARK 2 IS 27.6 FEET NORTH-NORTHWEST OF THE WITNESS POST,
 KW2442'AND 21 FEET NORTHWEST OF THE SOUTHEAST END OF THE TREE ROW.  IT
 KW2442'IS A STANDARD REFERENCE DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 KW2442'WHICH PROJECTS 2 INCHES ABOVE GROUND AND STAMPED BULLIT NO 2 1969.
 KW2442'
 KW2442'THE AZIMUTH MARK IS 190 FEET SOUTHWEST OF THE GRAVEL ROAD, AND 31
 KW2442'FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 220.  IT IS A
 KW2442'STANDARD AZIMUTH DISK CEMENTED FLUSH IN A DRILL HOLE IN THE HEADWALL
 KW2442'OF A CATCH BASIN AND STAMPED BULLIT 1969
 KW2442'
 KW2442'HEIGHT OF LIGHT ABOVE STATION MARK 1.20 METERS.
 KW2442
 KW2442                          STATION RECOVERY (1969)
 KW2442
 KW2442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 KW2442'6 MI NE FROM MILESBURG.
 KW2442'ABOUT 4.7 MILES NORTHEAST ALONG U.S. HIGHWAY 220 FROM ITS
 KW2442'JUNCTION WITH INTERSTATE HIGHWAY 80, WHICH IS ABOUT 1.3 MILES
 KW2442'NORTHEAST OF MILESBURG, ABOUT 0.1 MILE NORTHWEST OF THE
 KW2442'HIGHWAY, 30.12 FEET WEST OF RM 2, 29.15 FEET NORTHEAST OF
 KW2442'RM 1, 9 FEET SOUTHEAST OF THE SOUTHEAST END OF A ROW OF TREES,
 KW2442'3.2 FEET SOUTH OF A METAL WITNESS SIGN, SET IN THE TOP OF A
 KW2442'CONCRETE POST PROJECTING 2-INCHES AND IS ABOUT 50 FEET ABOVE
 KW2442'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1552 ***********************************************************************
 LZ1552  DESIGNATION -  BULLIT AZ MK
 LZ1552  PID         -  LZ1552
 LZ1552  STATE/COUNTY-  PA/CENTRE
 LZ1552  USGS QUAD   -  HOWARD (1973)
 LZ1552
 LZ1552                         *CURRENT SURVEY CONTROL
 LZ1552  ___________________________________________________________________
 LZ1552* NAD 83(1986)-  41 00 05.     (N)    077 41 41.     (W)     SCALED    
 LZ1552* NAVD 88     -       204.092  (meters)     669.59   (feet)  ADJUSTED  
 LZ1552  ___________________________________________________________________
 LZ1552  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 LZ1552  DYNAMIC HT  -         203.996 (meters)     669.28  (feet)  COMP
 LZ1552  MODELED GRAV-     980,149.6   (mgal)                       NAVD 88
 LZ1552
 LZ1552  VERT ORDER  -  SECOND    CLASS 0
 LZ1552
 LZ1552.The horizontal coordinates were scaled from a topographic map and have
 LZ1552.an estimated accuracy of +/- 6 seconds.
 LZ1552
 LZ1552.The orthometric height was determined by differential leveling
 LZ1552.and adjusted by the National Geodetic Survey in June 1991..
 LZ1552
 LZ1552.The geoid height was determined by GEOID03.
 LZ1552
 LZ1552.The dynamic height is computed by dividing the NAVD 88
 LZ1552.geopotential number by the normal gravity value computed on the
 LZ1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1552.degrees latitude (g = 980.6199 gals.).
 LZ1552
 LZ1552.The modeled gravity was interpolated from observed gravity values.
 LZ1552
 LZ1552;                    North         East    Units  Estimated Accuracy
 LZ1552;SPC PA N     -    92,700.      604,650.      MT  (+/- 180 meters Scaled)
 LZ1552
 LZ1552                          SUPERSEDED SURVEY CONTROL
 LZ1552
 LZ1552  NGVD 29 (??/??/92)  204.30   (m)          670.3    (f) COMPUTED    2 0
 LZ1552
 LZ1552.Superseded values are not recommended for survey control.
 LZ1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1552.See file dsdata.txt to determine how the superseded data were derived.
 LZ1552
 LZ1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL733424(NAD 83)
 LZ1552_MARKER: DZ = AZIMUTH MARK DISK
 LZ1552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1552_SP_SET: CATCH BASIN
 LZ1552_STAMPING: BULLIT 1969
 LZ1552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1552
 LZ1552  HISTORY     - Date     Condition        Report By
 LZ1552  HISTORY     - 1969     MONUMENTED       CGS
 LZ1552
 LZ1552                          STATION DESCRIPTION
 LZ1552
 LZ1552'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LZ1552'6.4 MI NE FROM MILESBURG.
 LZ1552'ABOUT 5.05 MILES NORTHEAST ALONG U.S. HIGHWAY 220 FROM ITS
 LZ1552'JUNCTION WITH INTERSTATE HIGHWAY 80, WHICH IS ABOUT 1.3 MILES
 LZ1552'NORTHEAST OF MILESBURG, 190 FEET SOUTHWEST OF A GRAVELED
 LZ1552'ROAD, 31 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, SET
 LZ1552'IN THE TOP BACKWALL OF A CATCH BASIN AND IS ABOUT 2 FEET BELOW
 LZ1552'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2443 ***********************************************************************
 KW2443  DESIGNATION -  BULLIT RM 1
 KW2443  PID         -  KW2443
 KW2443  STATE/COUNTY-  PA/CENTRE
 KW2443  USGS QUAD   -  MINGOVILLE (1983)
 KW2443
 KW2443                         *CURRENT SURVEY CONTROL
 KW2443  ___________________________________________________________________
 KW2443* NAD 83(1986)-  40 59 56.     (N)    077 42 03.     (W)     SCALED    
 KW2443* NAVD 88     -       225.184  (meters)     738.79   (feet)  ADJUSTED  
 KW2443  ___________________________________________________________________
 KW2443  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KW2443  DYNAMIC HT  -         225.078 (meters)     738.44  (feet)  COMP
 KW2443  MODELED GRAV-     980,148.8   (mgal)                       NAVD 88
 KW2443
 KW2443  VERT ORDER  -  SECOND    CLASS 0
 KW2443
 KW2443.The horizontal coordinates were scaled from a topographic map and have
 KW2443.an estimated accuracy of +/- 6 seconds.
 KW2443
 KW2443.The orthometric height was determined by differential leveling
 KW2443.and adjusted by the National Geodetic Survey in June 1991..
 KW2443
 KW2443.The geoid height was determined by GEOID03.
 KW2443
 KW2443.The dynamic height is computed by dividing the NAVD 88
 KW2443.geopotential number by the normal gravity value computed on the
 KW2443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2443.degrees latitude (g = 980.6199 gals.).
 KW2443
 KW2443.The modeled gravity was interpolated from observed gravity values.
 KW2443
 KW2443;                    North         East    Units  Estimated Accuracy
 KW2443;SPC PA N     -    92,420.      604,140.      MT  (+/- 180 meters Scaled)
 KW2443
 KW2443                          SUPERSEDED SURVEY CONTROL
 KW2443
 KW2443  NGVD 29 (??/??/??)  225.389  (m)          739.46   (f) ADJUSTED    2 0
 KW2443
 KW2443.Superseded values are not recommended for survey control.
 KW2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2443.See file dsdata.txt to determine how the superseded data were derived.
 KW2443
 KW2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL728421(NAD 83)
 KW2443_MARKER: DR = REFERENCE MARK DISK
 KW2443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2443_STAMPING: BULLIT NO 1 1969
 KW2443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2443+STABILITY: SURFACE MOTION
 KW2443
 KW2443  HISTORY     - Date     Condition        Report By
 KW2443  HISTORY     - 1969     MONUMENTED       CGS
 KW2443
 KW2443                          STATION DESCRIPTION
 KW2443
 KW2443'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 KW2443'6 MI NE FROM MILESBURG.
 KW2443'AT THE BULLIT STATION SITE-- 29.15 FEET SOUTHWEST OF THE
 KW2443'STATION, 34 FEET EAST OF THE SOUTHEAST END OF THE ROW OF TREES,
 KW2443'27.4 FEET EAST OF THE METAL WITNESS SIGN, SET IN THE TOP OF A
 KW2443'CONCRETE POST PROJECTING 6-INCHES AND IS ABOUT 2 FEET BELOW
 KW2443'THE LEVEL OF THE STATION.  NOTE-- FOR DESCRIPTION SEE STATION
 KW2443'BULLIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2441 ***********************************************************************
 KW2441  DESIGNATION -  BULLIT RM 2
 KW2441  PID         -  KW2441
 KW2441  STATE/COUNTY-  PA/CENTRE
 KW2441  USGS QUAD   -  MINGOVILLE (1983)
 KW2441
 KW2441                         *CURRENT SURVEY CONTROL
 KW2441  ___________________________________________________________________
 KW2441* NAD 83(1986)-  40 59 56.     (N)    077 42 03.     (W)     SCALED    
 KW2441* NAVD 88     -       226.278  (meters)     742.38   (feet)  ADJUSTED  
 KW2441  ___________________________________________________________________
 KW2441  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KW2441  DYNAMIC HT  -         226.172 (meters)     742.03  (feet)  COMP
 KW2441  MODELED GRAV-     980,148.8   (mgal)                       NAVD 88
 KW2441
 KW2441  VERT ORDER  -  SECOND    CLASS 0
 KW2441
 KW2441.The horizontal coordinates were scaled from a topographic map and have
 KW2441.an estimated accuracy of +/- 6 seconds.
 KW2441
 KW2441.The orthometric height was determined by differential leveling
 KW2441.and adjusted by the National Geodetic Survey in June 1991..
 KW2441
 KW2441.The geoid height was determined by GEOID03.
 KW2441
 KW2441.The dynamic height is computed by dividing the NAVD 88
 KW2441.geopotential number by the normal gravity value computed on the
 KW2441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2441.degrees latitude (g = 980.6199 gals.).
 KW2441
 KW2441.The modeled gravity was interpolated from observed gravity values.
 KW2441
 KW2441;                    North         East    Units  Estimated Accuracy
 KW2441;SPC PA N     -    92,420.      604,140.      MT  (+/- 180 meters Scaled)
 KW2441
 KW2441                          SUPERSEDED SURVEY CONTROL
 KW2441
 KW2441  NGVD 29 (??/??/??)  226.483  (m)          743.05   (f) ADJUSTED    2 0
 KW2441
 KW2441.Superseded values are not recommended for survey control.
 KW2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2441.See file dsdata.txt to determine how the superseded data were derived.
 KW2441
 KW2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL728421(NAD 83)
 KW2441_MARKER: DR = REFERENCE MARK DISK
 KW2441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2441_STAMPING: BULLIT NO 2 1969
 KW2441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2441+STABILITY: SURFACE MOTION
 KW2441
 KW2441  HISTORY     - Date     Condition        Report By
 KW2441  HISTORY     - 1969     MONUMENTED       CGS
 KW2441
 KW2441                          STATION DESCRIPTION
 KW2441
 KW2441'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 KW2441'6 MI NE FROM MILESBURG.
 KW2441'AT THE BULLIT STATION SITE-- 30.12 FEET EAST OF THE STATION,
 KW2441'27.6 FEET NORTH-NORTHWEST OF THE METAL WITNESS SIGN, 21 FEET
 KW2441'NORTHWEST OF THE SOUTHEAST END OF THE ROW OF TREES, SET IN
 KW2441'THE TOP OF A CONCRETE POST PROJECTING 2-INCHES AND IS ABOUT
 KW2441'LEVEL WITH THE STATION.  NOTE-- FOR DESCRIPTION SEE STATION
 KW2441'BULLIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1874 ***********************************************************************
 LZ1874  DESIGNATION -  BUMP RESET
 LZ1874  PID         -  LZ1874
 LZ1874  STATE/COUNTY-  PA/BRADFORD
 LZ1874  USGS QUAD   -  LITCHFIELD (1978)
 LZ1874
 LZ1874                         *CURRENT SURVEY CONTROL
 LZ1874  ___________________________________________________________________
 LZ1874* NAD 83(1992)-  41 54 59.31344(N)    076 23 29.54642(W)     ADJUSTED  
 LZ1874* NAVD 88     -       505.4    (meters)    1658.     (feet)  VERTCON   
 LZ1874  ___________________________________________________________________
 LZ1874  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 LZ1874  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 LZ1874
 LZ1874  HORZ ORDER  -  FIRST
 LZ1874
 LZ1874.The horizontal coordinates were established by classical geodetic methods
 LZ1874.and adjusted by the National Geodetic Survey in June 2002..
 LZ1874
 LZ1874.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1874
 LZ1874.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1874
 LZ1874.The geoid height was determined by GEOID03.
 LZ1874
 LZ1874;                    North         East     Units Scale Factor Converg.
 LZ1874;SPC PA N     -   195,211.627   712,691.238   MT  0.99999473   +0 53 55.2
 LZ1874;SPC PA N     -   640,456.81  2,338,221.17   sFT  0.99999473   +0 53 55.2
 LZ1874;UTM  18      - 4,641,438.950   384,604.087   MT  0.99976386   -0 55 47.0
 LZ1874
 LZ1874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1874!SPC PA N     -   0.99992589  x   0.99999473  =   0.99992062
 LZ1874!UTM  18      -   0.99992589  x   0.99976386  =   0.99968977
 LZ1874
 LZ1874|---------------------------------------------------------------------|
 LZ1874| PID    Reference Object                     Distance      Geod. Az  |
 LZ1874|                                                           dddmmss.s |
 LZ1874| CB3683 BUMP RM 1                            52.176 METERS 00515     |
 LZ1874| CB3682 BUMP AZ MK 2                                       0130632.4 |
 LZ1874| CB3684 BUMP RM 2                            18.309 METERS 12510     |
 LZ1874| CB3681 BUMP AZ MK                                         1780344.4 |
 LZ1874| LZ1869 BUFFALO NEW YORK AIRWAY BN 13       APPROX.10.3 KM 2093808.6 |
 LZ1874|---------------------------------------------------------------------|
 LZ1874
 LZ1874                          SUPERSEDED SURVEY CONTROL
 LZ1874
 LZ1874  NAD 83(1996)-  41 54 59.31305(N)    076 23 29.54649(W) AD(       ) 1
 LZ1874  NAD 83(1986)-  41 54 59.31480(N)    076 23 29.54659(W) AD(       ) 1
 LZ1874  NAD 27      -  41 54 59.04620(N)    076 23 30.76750(W) AD(       ) 1
 LZ1874  NGVD 29 (07/19/86)  505.6    (m)         1659.     (f) VERT ANG       
 LZ1874
 LZ1874.Superseded values are not recommended for survey control.
 LZ1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1874.See file dsdata.txt to determine how the superseded data were derived.
 LZ1874
 LZ1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM8460441439(NAD 83)
 LZ1874_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1874
 LZ1874  HISTORY     - Date     Condition        Report By
 LZ1874  HISTORY     - 1934     MONUMENTED       CGS
 LZ1874  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LZ1874
 LZ1874                          STATION DESCRIPTION
 LZ1874
 LZ1874'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 LZ1874'STATION IS 4.5 MILES WEST-NORTHWEST OF NORTH ORWELL, PA., ON THE
 LZ1874'PROPERTY OF MR. DAN DEAN, ON THE TOP OF A BALD HILL, AT THE
 LZ1874'NORTHEAST EDGE OF A CEMETERY, 13 PACES WEST-NORTHWEST OF THE CENTER
 LZ1874'OF A T-ROAD EAST, 7 PACES WEST OF THE CENTERLINE OF A DIRT
 LZ1874'ROAD, AND 6 PACES NORTH-NORTHEAST OF THE TOMBSTONE OF WILLIAM W.
 LZ1874'MILLER.  THE MARK IS STAMPED BUMP 1934.  IT PROJECTS 6
 LZ1874'INCHES ABOVE GROUND.
 LZ1874'
 LZ1874'TO REACH THE STATION FROM NORTH ORWELL TAKE DIRT ROAD LEADING
 LZ1874'NORTHWEST FROM STATE HIGHWAY 187 FOR 0.55 MILE TO FORK, TAKE
 LZ1874'LEFT FORK ACROSS BRIDGE AND FOLLOW THE MAIN-TRAVELED ROAD FOR 1.6
 LZ1874'MILES TO A CROSS ROAD, TURN LEFT FOR 0.9 MILE TO A T-ROAD
 LZ1874'INTERSECTION WITH ROUTE 234, TURN RIGHT ON ROUTE 234 FOR 0.7 MILE TO
 LZ1874'A CROSS ROAD, TURN LEFT AND FOLLOW MAIN ROAD STRAIGHT AHEAD
 LZ1874'FOR 2.1 MILES TO A CROSS ROAD, TURN LEFT AND GO 0.55 MILE TO TOP OF
 LZ1874'HILL, T-ROAD LEFT AND CEMETERY ON RIGHT, AND THE STATION.
 LZ1874'
 LZ1874'REFERENCE MARK NO. 1 IS 52.165 METERS NORTHEAST OF THE STATION, 10
 LZ1874'PACES SOUTHWEST OF A 20-INCH LEANING APPLE TREE, 4 PACES
 LZ1874'WEST OF THE CENTERLINE OF A DIRT ROAD, AND 1 PACE NORTH OF A
 LZ1874'TELEPHONE POLE.  THE MARK PROJECTS 6 INCHES ABOVE GROUND
 LZ1874'AND IS STAMPED BUMP NO. 1 1934.
 LZ1874'
 LZ1874'REFERENCE MARK NO. 2 IS 18.334 METERS SOUTHEAST OF THE STATION, 8
 LZ1874'PACES WEST OF A NORTH-SOUTH DIRT ROAD, 4 PACES SOUTH OF AN
 LZ1874'EAST-WEST DIRT ROAD, AND 3 PACES WEST OF AN OLD ROCK FENCE.  THE MARK
 LZ1874'PROJECTS 6 INCHES ABOVE GROUND AND IS STAMPED BUMP NO. 2 1934.
 LZ1874'
 LZ1874'AZIMUTH MARK IS APPROXIMATELY 1.5 MILES SOUTH OF THE STATION, AT THE
 LZ1874'SOUTHWEST CORNER OF A LARGE CLEARED FIELD,
 LZ1874'APPROXIMATELY 3/4 WAY UP THE NEXT HILL SOUTH OF THE STATION, 8 PACES
 LZ1874'EAST OF THE CENTERLINE OF A DIRT ROAD, AND 6 PACES WEST OF A
 LZ1874'12-INCH SPRUCE TREE.  THE MARK PROJECTS 5 INCHES AND IS STAMPED BUMP
 LZ1874'AZ. 1934.
 LZ1874'
 LZ1874'A 4-FOOT STAND WILL CLEAR ALL LINES OBSERVED.
 LZ1874'
 LZ1874'NOTE- LINE TO WEATON WAS CLEARED.  IF LINE IS RE-OBSERVED SMALL
 LZ1874'BRUSH HEDGE ROW MAY HAVE TO BE CLEARED.
 LZ1874'
 LZ1874'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LZ1874'DISKS SET AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 LZ1874
 LZ1874                          STATION RECOVERY (1968)
 LZ1874
 LZ1874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WMJ)
 LZ1874'THE UNDERGROUND STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 AND THE
 LZ1874'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE SURFACE
 LZ1874'STATION MARK WAS TILTED OUT OF THE GROUND AND THE DISK REMOVED.  A
 LZ1874'NEW SURFACE MARK WAS SET AT THIS TIME.  AZIMUTH MARK NO. 2 WAS ALSO
 LZ1874'ESTABLISHED AT THIS TIME.  FOLLOWING IS A NEW AND COMPLETE
 LZ1874'DESCRIPTION.
 LZ1874'
 LZ1874'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF ULSTER, 3 MILES
 LZ1874'WEST-NORTHWEST OF NORTH ORWELL AND AT THE NORTHEAST
 LZ1874'CORNER OF THE BUMPVILLE CEMETERY.
 LZ1874'
 LZ1874'TO REACH THE STATION FROM THE POST OFFICE IN ULSTER, GO EAST ON A
 LZ1874'PAVED ROAD FOR 0.65 MILE TO A T-ROAD, JUST AFTER CROSSING THE
 LZ1874'SUSQUEHANNA RIVER, TURN RIGHT AND GO SOUTH FOR 100 FEET TO A SIDE
 LZ1874'ROAD ON THE LEFT, TURN LEFT AND GO EAST ON THE PAVED ROAD FOR
 LZ1874'2.3 MILES TO A CROSS ROAD, CONTINUE EAST ON THE PAVED ROAD FOR 2.65
 LZ1874'MILES TO A T-ROAD, TURN LEFT, CROSSING BRIDGE, AND GO
 LZ1874'NORTHEAST ON THE PAVED ROAD FOR 0.05 MILE TO A CROSSROAD, TURN
 LZ1874'LEFT AND GO NORTH ON THE PAVED ROAD FOR 0.7 MILE TO A SIDE
 LZ1874'ROAD ON THE RIGHT, TURN RIGHT AND GO NORTHEAST ON THE PAVED
 LZ1874'ROAD FOR 1.3 MILES TO A CROSSROAD, TURN RIGHT AND GO EAST ON THE
 LZ1874'PAVED ROAD FOR 0.7 MILE TO A T-ROAD, (TO REACH THE
 LZ1874'AZIMUTH MARK FROM THIS POINT, TURN RIGHT AND GO SOUTH ON THE GRAVELED
 LZ1874'ROAD FOR 0.25 MILE TO THE MARK ON THE LEFT), TURN LEFT
 LZ1874'AND GO NORTH FOR 0.3 MILE TO A CHURCH ON THE LEFT, CONTINUE NORTH ON
 LZ1874'THE GRAVELED ROAD FOR 0.85 MILE TO THE TOP OF HILL AND THE
 LZ1874'STATION ON THE LEFT.
 LZ1874'
 LZ1874'THE STATION MARK IS 21 FEET WEST-NORTHWEST OF THE APPROXIMATE CENTER
 LZ1874'OF THE GRAVELED ROAD AND 10 FEET SOUTH OF THE APPROXIMATE
 LZ1874'CENTER OF A TRACK ROAD.  THE MARK IS A STANDARD DISK SET IN THE TOP
 LZ1874'OF A SQUARE CONCRETE POST SET FLUSH WITH THE GROUND
 LZ1874'AND IS STAMPED BUMP 1934 1968.  NOTE 1A 7A
 LZ1874'
 LZ1874'REFERENCE MARK NO. 1 IS 11 FEET EAST-NORTHEAST OF THE APPROXIMATE
 LZ1874'CENTER OF GRAVELED ROAD, 8 FEET SOUTHWEST OF A FENCE CORNER
 LZ1874'AND 2 FEET NORTH-NORTHWEST OF A METAL WITNESS POST.  THE MARK IS A
 LZ1874'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 LZ1874'PROJECTING 18 INCHES ON THE WEST SIDE AND IS STAMPED BUMP NO 1 1934.
 LZ1874'NOTE 11A
 LZ1874'
 LZ1874'REFERENCE MARK NO. 2 IS 27 FEET EAST OF THE APPROXIMATE CENTER OF THE
 LZ1874'GRAVELED ROAD AND 21 FEET SOUTH OF THE APPROXIMATE CENTER
 LZ1874'OF A TRACK ROAD.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A
 LZ1874'SQUARE CONCRETE POST PROJECTING 4 INCHES AND IS
 LZ1874'STAMPED BUMP NO 2 1934.
 LZ1874'
 LZ1874'THE AZIMUTH MARK IS 24 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 LZ1874'TRACK ROAD, 21 FEET EAST OF THE APPROXIMATE CENTER OF THE
 LZ1874'GRAVELED ROAD, 1.9 FEET EAST-SOUTHEAST OF A METAL WITNESS POST AND
 LZ1874'1.7 FEET EAST OF A WIRE FENCE.  THE MARK IS A STANDARD
 LZ1874'REFERENCE MARK DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 LZ1874'PROJECTING 12 INCHES AND IS STAMPED BUMP 1934.
 LZ1874'
 LZ1874'AZIMUTH MARK NO. 2 IS 55 FEET WEST-NORTHWEST OF THE APPROXIMATE
 LZ1874'CENTER OF THE ROAD FORK, 2.4 FEET EAST-NORTHEAST OF A METAL
 LZ1874'WITNESS POST AND 1.8 FEET SOUTHWEST OF POWERLINE POLE NO. 56.  THE
 LZ1874'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 LZ1874'POST PROJECTING 4 INCHES AND IS STAMPED BUMP 1934 NO 2 1968.  NOTE
 LZ1874'16A
 LZ1874'
 LZ1874'TO REACH AZIMUTH MARK NO. 2 FROM THE STATION, GO NORTH ON THE
 LZ1874'GRAVELED ROAD FOR 0.55 MILE TO A CROSSROAD, TURN RIGHT AND
 LZ1874'GO EAST ON THE GRAVELED ROAD FOR 0.55 MILE TO A FORK AND THE MARK ON
 LZ1874'THE LEFT.
 LZ1874'
 LZ1874'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 LZ1874'
 LZ1874'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES
 LZ1874'WEST-NORTHWEST OF NORTH ORWELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3063 ***********************************************************************
 KW3063  DESIGNATION -  BUNKER
 KW3063  PID         -  KW3063
 KW3063  STATE/COUNTY-  PA/LEBANON
 KW3063  USGS QUAD   -  FREDERICKSBURG (1978)
 KW3063
 KW3063                         *CURRENT SURVEY CONTROL
 KW3063  ___________________________________________________________________
 KW3063* NAD 83(1992)-  40 24 15.58393(N)    076 28 16.38418(W)     ADJUSTED  
 KW3063* NAVD 88     -       207.3    (meters)     680.     (feet)  VERTCON   
 KW3063  ___________________________________________________________________
 KW3063  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 KW3063  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 KW3063
 KW3063  HORZ ORDER  -  SECOND
 KW3063
 KW3063.The horizontal coordinates were established by classical geodetic methods
 KW3063.and adjusted by the National Geodetic Survey in June 2002..
 KW3063
 KW3063.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW3063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW3063
 KW3063.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3063
 KW3063.The geoid height was determined by GEOID03.
 KW3063
 KW3063;                    North         East     Units Scale Factor Converg.
 KW3063;SPC PA S     -   119,703.789   708,545.189   MT  0.99995983   +0 49 46.8
 KW3063;SPC PA S     -   392,728.18  2,324,618.67   sFT  0.99995983   +0 49 46.8
 KW3063;UTM  18      - 4,473,674.369   375,158.900   MT  0.99979185   -0 57 13.4
 KW3063
 KW3063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3063!SPC PA S     -   0.99997290  x   0.99995983  =   0.99993273
 KW3063!UTM  18      -   0.99997290  x   0.99979185  =   0.99976476
 KW3063
 KW3063|---------------------------------------------------------------------|
 KW3063| PID    Reference Object                     Distance      Geod. Az  |
 KW3063|                                                           dddmmss.s |
 KW3063| CB3687 BUNKER RM 1                          20.957 METERS 08450     |
 KW3063| CB3689 BUNKER RM 3                          20.805 METERS 08558     |
 KW3063| CB3688 BUNKER RM 2                          25.981 METERS 19652     |
 KW3063| CB3690 BUNKER RM 4                          17.355 METERS 26904     |
 KW3063| KW3069 INDIANTOWN GAP MIL RES CEN TK       APPROX. 8.4 KM 2881857.2 |
 KW3063| CB3686 BUNKER AZ MK RESET                                 3182859.2 |
 KW3063| KW3064 JONESTOWN ST JOHNS CH CHRIST        APPROX. 1.3 KM 3210634.6 |
 KW3063| CB3685 BUNKER AZ MK                                       3540500.8 |
 KW3063|---------------------------------------------------------------------|
 KW3063
 KW3063                          SUPERSEDED SURVEY CONTROL
 KW3063
 KW3063  NAD 83(1986)-  40 24 15.57624(N)    076 28 16.38810(W) AD(       ) 2
 KW3063  NAD 27      -  40 24 15.25170(N)    076 28 17.51890(W) AD(       ) 2
 KW3063  NGVD 29 (07/19/86)  207.5    (m)          681.     (f) VERT ANG       
 KW3063
 KW3063.Superseded values are not recommended for survey control.
 KW3063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3063.See file dsdata.txt to determine how the superseded data were derived.
 KW3063
 KW3063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK7515973674(NAD 83)
 KW3063_MARKER: DS = TRIANGULATION STATION DISK
 KW3063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3063
 KW3063  HISTORY     - Date     Condition        Report By
 KW3063  HISTORY     - 1942     MONUMENTED       CGS
 KW3063  HISTORY     - 1960     GOOD             CGS
 KW3063  HISTORY     - 1977     GOOD             NGS
 KW3063
 KW3063                          STATION DESCRIPTION
 KW3063
 KW3063'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW3063'THE STATION IS LOCATED ABOUT 0.8 MILE S OF JONESTOWN, AND ABOUT 5.0
 KW3063'MILES NNW OF LEBANON, ON A ROCKY HILL LOCALLY KNOWN AS BUNKER
 KW3063'HILL, AND ON PROPERTY OWNED BY HERBERT GEHRET.  IT IS ON THE HIGHEST
 KW3063'POINT OF THE HILL 11.5 FEET S OF A TRIANGULAR-BLAZED 12-INCH OAK
 KW3063'TREE, AND 12 FEET N OF A 12-INCH OAK TREE.  THE DISK IS STAMPED
 KW3063'BUNKER 1942 AND IS 6 INCHES BELOW THE GROUND SURFACE.
 KW3063'
 KW3063'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD DISKS SET IN
 KW3063'CONCRETE.
 KW3063'
 KW3063'REFERENCE MARK NO. 1 IS A STANDARD DISK, ENE OF THE STATION, SET IN A
 KW3063'DRILL HOLE IN A BOULDER ABOUT 12 BY 24 INCHES, 1 FOOT S OF AN OLD
 KW3063'24-INCH TREE STUMP IN RIDGE TRAIL.  THE DISK IS STAMPED BUNKER NO. 1,
 KW3063'1942 AND PROJECTS 4 INCHES.  *
 KW3063'REFERENCE MARK NO. 2 IS A STANDARD DISK, S OF THE
 KW3063'STATION, SET IN A DRILL HOLE IN A BOULDER ABOUT 18 BY 18 INCHES,
 KW3063'FLUSH WITH THE GROUND, 4 FEET N OF A TRIANGULAR-BLAZED 16-INCH OAK
 KW3063'TREE, AND ABOUT 10 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 KW3063'THE DISK IS STAMPED BUNKER NO. 2, 1942.
 KW3063'
 KW3063'THE AZIMUTH MARK IS ABOUT 0.3 MILE N OF THE STATION, 50 FEET E OF THE
 KW3063'JUNCTION OF U.S. HIGHWAY 22 AND A MACADAM ROAD, AND 2 FEET W OF A
 KW3063'TELEPHONE POLE.  THE DISK IS STAMPED BUNKER 1942 AND PROJECTS 4
 KW3063'INCHES.  TO REACH FROM THE JONESTOWN BANK AND TRUST COMPANY IN
 KW3063'JONESTOWN GO E ON U.S. HIGHWAY 22 FOR 0.25 MILE TO A FORKS, BEAR
 KW3063'RIGHT AND GO ABOUT 50 FEET TO THE MARK ON THE RIGHT.
 KW3063'
 KW3063'TO REACH THE STATION FROM THE JONESTOWN BANK AND TRUST COMPANY, AND
 KW3063'SIGN LEBANON 8 MILES, GO S ON MACADAM ROAD FOR 0.55 MILE TO A Y,
 KW3063'BEAR RIGHT ON MACADAM ROAD FOR 0.2 MILE TO A DIRT ROAD LEFT AT A SIGN
 KW3063'RIDING SCHOOL, TURN LEFT ON DIRT ROAD AND GO 0.6 MILE TO A POLE
 KW3063'GATE OPPOSITE THE RIDING SCHOOL, TURN LEFT THROUGH THE GATE, THEN
 KW3063'SHARP LEFT AROUND E EDGE OF THE FIELD TO THE SE CORNER TO A WIRE
 KW3063'FENCE, FROM THIS POINT CONTINUE UPHILL ON BLAZED TRAIL TO THE TOP OF
 KW3063'THE RIDGE, THENCE RIGHT ALONG THE RIDGE TO THE HIGHEST POINT AND
 KW3063'STATION.  A DISTANCE OF 0.2 MILE.  BY TAKING WIRE FENCE DOWN
 KW3063'TRUCKS CAN BE DRIVEN TO THE TOP OF THE RIDGE.  DISTANCE FROM TOP OF
 KW3063'RIDGE TO STATION ABOUT 200 FEET.
 KW3063'
 KW3063'A 64-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 KW3063
 KW3063                          STATION RECOVERY (1960)
 KW3063
 KW3063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW3063'THE STATION MARK AND AZIMUTH MARK WAS RECOVERED AS DESCRIBED AND IN
 KW3063'GOOD CONDITION.  REFERENCE MARK 1 AND 2 HAS BEEN DESTROYED.  A
 KW3063'NEW AZIMUTH MARK WAS SET DUE TO OBSTRUCTION BY A GARAGE AND TREES
 KW3063'THAT COULD NOT BE CUT AT THE AZIMUTH.  PROPERTY IS NOW OWNED BY MR.
 KW3063'ERNEST G. KING.
 KW3063'
 KW3063'A COMPLETE DESCRIPTION FOLLOWS-
 KW3063'
 KW3063'TO REACH THE STATION FROM THE POST OFFICE IN JONESTOWN, GO EAST ON
 KW3063'MAIN STREET FOR 0.05 MILE TO SOUTH LANCASTER STREET.  TURN RIGHT AND
 KW3063'GO SOUTH ON SOUTH LANCASTER STREET FOR 0.47 MILE TO THE WEST END OF A
 KW3063'CONCRETE BRIDGE AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE ON
 KW3063'THE MAIN ROAD FOR 0.33 MILE TO THE TOP OF THE GRADE AND A MACADAM
 KW3063'SIDE ROAD LEFT.  TURN LEFT AND GO NORTHEAST ON THE MACADAM ROAD FOR
 KW3063'0.25 MILE TO A GRAVELED SIDE ROAD LEFT.  TURN LEFT ON GRAVELED ROAD
 KW3063'AND GO UP HILL FOR 0.14 MILE TO THE SUMMIT OF THE HILL AND THE
 KW3063'STATION ON RIGHT AS DESCRIBED.
 KW3063'
 KW3063'STATION MARK, A STANDARD DISK STAMPED BUNKER 1942, CEMENTED IN TOP OF
 KW3063'A SQUARE CONCRETE MONUMENT WHICH IS 8 INCHES BELOW THE GROUND
 KW3063'SURFACE.  IT IS 11 FEET SOUTHWEST OF A TWIN TRUNK OAK TREE AND 85
 KW3063'FEET NORTH OF A WOODS ROAD.
 KW3063'
 KW3063'REFERENCE MARK 3, A STANDARD DISK STAMPED BUNKER NO 3 1960, CEMENTED
 KW3063'IN TOP OF A 2 BY 3 FOOT BOULDER WHICH PROJECTS 3 INCHES ABOVE THE
 KW3063'GROUND SURFACE.  IT IS 90 FEET NORTH OF A SHARP CURVE IN THE WOODS
 KW3063'ROAD, 58 FEET SOUTHEAST OF A TWIN TRUNK OAK TREE AND APPROXIMATELY
 KW3063'7 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 KW3063'
 KW3063'REFERENCE MARK 4, A STANDARD DISK STAMPED BUNKER NO 4 1960, CEMENTED
 KW3063'IN TOP OF A 3 BY 4 FOOT BOULDER WHICH PROJECTS 1 FOOT ABOVE THE
 KW3063'GROUND SURFACE.  IT IS 75 FEET NORTH OF THE WOODS ROAD, 67 FEET
 KW3063'WEST-SOUTHWEST OF THE TWIN TRUNK OAK TREE AND APPROXIMATELY 3 FEET
 KW3063'LOWER IN ELEVATION THAN THE STATION MARK.
 KW3063'
 KW3063'AZIMUTH MARK, A STANDARD DISK STAMPED BUNKER 1942 RESET 1960,
 KW3063'CEMENTED IN A DRILL HOLE IN TOP OF THE NORTHEAST
 KW3063'END OF A CONCRETE BRIDGE ABUTMENT.  IT IS 17.0 FEET EAST OF THE
 KW3063'CENTER OF SOUTH LANCASTER STREET, 14.0 FEET WEST
 KW3063'OF POWER LINE POLE NUMBER ME.H-213 AND 2.55 FEET SOUTH OF THE NORTH
 KW3063'END OF THE BRIDGE ABUTMENT.
 KW3063'
 KW3063'A LARGE AMOUNT OF CLEARING IS CONSIDERED AT STATION, IN ORDER TO SEE
 KW3063'THE AZIMUTH MARK.
 KW3063
 KW3063                          STATION RECOVERY (1977)
 KW3063
 KW3063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KW3063'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 KW3063'AS PREVIOUSLY DESCRIBED.  THIS STATION WAS NOT OCCUPIED AT THIS
 KW3063'DATE.
 KW3063'
 KW3063'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3/4 MILES SOUTH OF
 KW3063'JONESTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2799 ***********************************************************************
 LY2799  DESIGNATION -  BUNKER
 LY2799  PID         -  LY2799
 LY2799  STATE/COUNTY-  PA/WYOMING
 LY2799  USGS QUAD   -  FACTORYVILLE (1994)
 LY2799
 LY2799                         *CURRENT SURVEY CONTROL
 LY2799  ___________________________________________________________________
 LY2799* NAD 83(1992)-  41 34 25.79965(N)    075 48 48.81683(W)     ADJUSTED  
 LY2799* NAVD 88     -       357.0    (meters)    1171.     (feet)  VERTCON   
 LY2799  ___________________________________________________________________
 LY2799  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 LY2799  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 LY2799
 LY2799  HORZ ORDER  -  SECOND
 LY2799
 LY2799.The horizontal coordinates were established by classical geodetic methods
 LY2799.and adjusted by the National Geodetic Survey in June 2002..
 LY2799
 LY2799.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2799
 LY2799.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2799
 LY2799.The geoid height was determined by GEOID03.
 LY2799
 LY2799;                    North         East     Units Scale Factor Converg.
 LY2799;SPC PA N     -   158,077.342   761,481.701   MT  0.99996056   +1 16 51.7
 LY2799;SPC PA N     -   518,625.41  2,498,294.55   sFT  0.99996056   +1 16 51.7
 LY2799;UTM  18      - 4,602,780.729   432,174.912   MT  0.99965661   -0 32 23.6
 LY2799
 LY2799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2799!SPC PA N     -   0.99994893  x   0.99996056  =   0.99990949
 LY2799!UTM  18      -   0.99994893  x   0.99965661  =   0.99960555
 LY2799
 LY2799|---------------------------------------------------------------------|
 LY2799| PID    Reference Object                     Distance      Geod. Az  |
 LY2799|                                                           dddmmss.s |
 LY2799| CB3693 BUNKER RM 2                          12.798 METERS 17951     |
 LY2799| CB3691 BUNKER AZ MK                                       2782120.0 |
 LY2799| CB3692 BUNKER RM 1                          14.360 METERS 35718     |
 LY2799|---------------------------------------------------------------------|
 LY2799
 LY2799                          SUPERSEDED SURVEY CONTROL
 LY2799
 LY2799  NAD 83(1996)-  41 34 25.79913(N)    075 48 48.81685(W) AD(       ) 2
 LY2799  NAD 83(1986)-  41 34 25.79886(N)    075 48 48.81692(W) AD(       ) 2
 LY2799  NAD 27      -  41 34 25.52267(N)    075 48 50.11274(W) AD(       ) 2
 LY2799  NGVD 29 (07/19/86)  357.2    (m)         1172.     (f) VERT ANG       
 LY2799
 LY2799.Superseded values are not recommended for survey control.
 LY2799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2799.See file dsdata.txt to determine how the superseded data were derived.
 LY2799
 LY2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM3217502781(NAD 83)
 LY2799_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2799
 LY2799  HISTORY     - Date     Condition        Report By
 LY2799  HISTORY     - 1968     MONUMENTED       CGS
 LY2799  HISTORY     - 1973     SEE DESCRIPTION  NGS
 LY2799
 LY2799                          STATION DESCRIPTION
 LY2799
 LY2799'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (WMJ)
 LY2799'THE STATION IS LOCATED ON A HIGH HILL ABOUT 2-3/4 MILES NORTHEAST OF
 LY2799'THE VILLAGE OF BARDWELL, 1-1/2 MILES NORTHWEST OF FACTORYVILLE, 1
 LY2799'MILE NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 6 AND 11 AND ON
 LY2799'PROPERTY OWNED BY MR. C.H. SEAMANS JR.
 LY2799'
 LY2799'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND 11 ABOUT
 LY2799'3/4 MILE NORTHWEST OF FACTORYVILLE, GO NORTHWEST ON U.S. HIGHWAY 11
 LY2799'FOR 0.4 MILE TO A PAVED ROAD LEFT, TURN LEFT AND GO WESTERLY ON THE
 LY2799'PAVED ROAD FOR 0.55 MILE TO A DRIVE-WAY RIGHT, THE HOME OF MR.
 LY2799'C.H. SEAMANS JR. (TO REACH THE AZIMUTH MARK FROM HERE CONTINUE
 LY2799'WESTERLY ON THE PAVED ROAD FOR 0.8 MILE TO THE AZIMUTH MARK ON THE
 LY2799'LEFT.) TURN RIGHT AND GO NORTH ALONG THE WEST SIDE OF A HOUSE ON THE
 LY2799'FARM LANE FOR ABOUT 0.05 MILE TO THE STATION ON THE RIGHT AS
 LY2799'DESCRIBED.
 LY2799'
 LY2799'THE STATION MARK IS 1.9 FEET EAST OF THE FENCE LINE AND WITNESS POST
 LY2799'AND MARKER AND 13.0 FEET EAST OF THE APPROXIMATE CENTER OF THE
 LY2799'FARM LANE.  THE MARK IS A STANDARD DISK STAMPED BUNKER 1968, SET IN
 LY2799'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 LY2799'THE GROUND SURFACE.
 LY2799'
 LY2799'REFERENCE MARK 1 IS 1.0 FEET EAST OF THE FENCE LINE, 13.0 FEET EAST
 LY2799'OF THE APPROXIMATE CENTER OF THE FARM LANE AND 47.0 FEET NORTH OF
 LY2799'THE METAL WITNESS POST AND MARKER.  THE MARK IS A STANDARD DISK
 LY2799'STAMPED BUNKER NO 1 1968, SET IN TOP OF A 12-INCH SQUARE CONCRETE
 LY2799'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.
 LY2799'
 LY2799'REFERENCE MARK 2 IS 1.0 FEET EAST OF THE FENCE LINE, 13.0 FEET EAST
 LY2799'OF THE APPROXIMATE CENTER OF THE FARM LANE AND 42.0 FEET SOUTH OF
 LY2799'THE METAL WITNESS POST AND MARKER.  THE MARK IS A STANDARD DISK
 LY2799'STAMPED BUNKER NO 2 1968, SET IN TOP OF A 12-INCH SQUARE CONCRETE
 LY2799'MONUMENT WHICH PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.
 LY2799'
 LY2799'THE AZIMUTH MARK IS 1.2 FEET NORTHEAST OF A METAL WITNESS POST, 2.0
 LY2799'FEET EAST OF THE POWER LINE POLE NUMBER 164 AND 22.0 FEET SOUTH OF
 LY2799'THE APPROXIMATE CENTER OF THE PAVED ROAD.  THE MARK IS A STANDARD
 LY2799'DISK STAMPED BUNKER 1968, SET IN TOP OF A 12-INCH SQUARE CONCRETE
 LY2799'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.
 LY2799'
 LY2799'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LY2799
 LY2799                          STATION RECOVERY (1973)
 LY2799
 LY2799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (KFH)
 LY2799'THE STATION, AZIMUTH MARK, AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 LY2799'AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3048 ***********************************************************************
 KY3048  DESIGNATION -  BUNKER HILL
 KY3048  PID         -  KY3048
 KY3048  STATE/COUNTY-  PA/BEAVER
 KY3048  USGS QUAD   -  BEAVER (1979)
 KY3048
 KY3048                         *CURRENT SURVEY CONTROL
 KY3048  ___________________________________________________________________
 KY3048* NAD 83(1992)-  40 37 46.83505(N)    080 18 48.03115(W)     ADJUSTED  
 KY3048* NAVD 88     -       378.     (meters)    1240.     (feet)  SCALED    
 KY3048  ___________________________________________________________________
 KY3048  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 KY3048  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KY3048
 KY3048  HORZ ORDER  -  FIRST
 KY3048
 KY3048.The horizontal coordinates were established by classical geodetic methods
 KY3048.and adjusted by the National Geodetic Survey in June 2002..
 KY3048
 KY3048.The orthometric height was scaled from a topographic map.
 KY3048
 KY3048.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3048
 KY3048.The geoid height was determined by GEOID03.
 KY3048
 KY3048;                    North         East     Units Scale Factor Converg.
 KY3048;SPC PA S     -   147,087.650   383,168.364   MT  0.99996437   -1 39 47.1
 KY3048;SPC PA S     -   482,570.07  1,257,111.54   sFT  0.99996437   -1 39 47.1
 KY3048;UTM  17      - 4,497,875.550   558,071.213   MT  0.99964151   +0 26 49.7
 KY3048
 KY3048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3048!SPC PA S     -   0.99994609  x   0.99996437  =   0.99991046
 KY3048!UTM  17      -   0.99994609  x   0.99964151  =   0.99958762
 KY3048
 KY3048|---------------------------------------------------------------------|
 KY3048| PID    Reference Object                     Distance      Geod. Az  |
 KY3048|                                                           dddmmss.s |
 KY3048| CX3323 BUNKER HILL RM 2                     68.504 METERS 29746     |
 KY3048| KY3052 DAWSON                              APPROX.11.2 KM 3174237.2 |
 KY3048| CX3322 BUNKER HILL RM 1                     63.650 METERS 35842     |
 KY3048|---------------------------------------------------------------------|
 KY3048
 KY3048                          SUPERSEDED SURVEY CONTROL
 KY3048
 KY3048  NAD 83(1995)-  40 37 46.83574(N)    080 18 48.03160(W) AD(       ) 1
 KY3048  NAD 83(1986)-  40 37 46.84022(N)    080 18 48.03965(W) AD(       ) 1
 KY3048  NAD 27      -  40 37 46.59400(N)    080 18 48.81100(W) AD(       ) 1
 KY3048
 KY3048.Superseded values are not recommended for survey control.
 KY3048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3048.See file dsdata.txt to determine how the superseded data were derived.
 KY3048
 KY3048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE5807197876(NAD 83)
 KY3048_MARKER: Z = SEE DESCRIPTION
 KY3048_SETTING: 0 = UNSPECIFIED SETTING
 KY3048_MARK LOGO: USGS  
 KY3048_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3048
 KY3048  HISTORY     - Date     Condition        Report By
 KY3048  HISTORY     - 1928     MONUMENTED       USGS
 KY3048  HISTORY     - 19910101 GOOD             HARTMN
 KY3048  HISTORY     - 19910806 GOOD             LOCENG
 KY3048  HISTORY     - 19971222 GOOD             LOCENG
 KY3048
 KY3048                          STATION DESCRIPTION
 KY3048
 KY3048'DESCRIBED BY US GEOLOGICAL SURVEY 1928 (WM)
 KY3048'STATION IS ABOUT 4-1/2 MILES W OF ALIQUIPPA, 5 MILES SW OF MONICA,
 KY3048'AND 200 YARDS W OF LINCOLN HIGHWAY.
 KY3048'
 KY3048'OLD GEODETIC SURVEY MARK IN GOOD CONDITION.  TWO STANDARD
 KY3048'REFERENCE MARKS ESTABLISHED IN OLD FENCE LINE W OF STATION.
 KY3048'
 KY3048'FROM ALIQUIPPA FOLLOW ROAD ADJOINING TROLLEY LINE UNTIL LINCOLN
 KY3048'HIGHWAY IS REACHED, TURN RIGHT AND PROCEED 2 MILES TO TOP OF HILL
 KY3048'JUST BEFORE COMING TO A CROSS ROAD WHERE THE HIGHWAY TURNS RIGHT.
 KY3048'AT TOP OF THIS HILL, TURN LEFT AND STATION IS IN A BRIAR PATCH IN
 KY3048'AN ORCHARD BACK OF A SMALL COTTAGE.
 KY3048'
 KY3048'HEIGHT OF SIGNAL ABOVE STATION MARK - 16 FEET.
 KY3048
 KY3048                          STATION RECOVERY (1991)
 KY3048
 KY3048'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1991 (DMQ)
 KY3048'STATION RECOVERED IN GOOD COND.  NO SEARCH MADE FOR RMS.  TO REACH
 KY3048'FROM THE CENTER EXIT OF ROUTE 60, WHICH IS THE SECOND EXIT SOUTH OF
 KY3048'THE OHIO RIVER, PROCEED SOUTHEAST ABOUT ONE HALF MILE TO BROADHEAD
 KY3048'ROAD (ROUTE 51) TURN RIGHT AND PROCEED ABOUT 0.15 MILE (0.24 KM) ON
 KY3048'ROUTE 51 TO THE TOP OF HILL AND GROSS STREET ON THE RIGHT.  PROCEED
 KY3048'ABOUT 600 FEET (182.9 M) ON GROSS STREET TO THE STATION ON THE LEFT IN
 KY3048'THE FRONT YARD OF HOUSE 117 OWNED BY MRS HELEN TURNEY.  (ELEV  1241.23
 KY3048'BY GPS OBSERVATION)
 KY3048
 KY3048                          STATION RECOVERY (1991)
 KY3048
 KY3048'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991 (DM)
 KY3048'RECOVERED IN GOOD CONDITION.  NO SEARCH MADE FOR RM.  FROM THE CENTER
 KY3048'EXIT OF ROUTE NO 60, WHICH IS THE SECOND EXIT SOUTH OF THE OHIO RIVER,
 KY3048'PROCEED SOUTHEAST ABOUT ONE HALF MILE TO BROADHEAD ROAD (ROUTE 51)
 KY3048'TURN RIGHT AND PROCEED ABOUT 0.15 MILE (0.24 KM) ON ROUTE 51 TO THE
 KY3048'TOP OF HILL AND GROSS STREET ON THE RIGHT.  PROCEED ABOUT 600 FEET
 KY3048'(182.9 M) ON GROSS STREET TO THE STATION ON THE LEFT, IN THE FRONT
 KY3048'YARD OF HOUSE NO 117 OWNED BY MRS HELEN TURNEY.  (ELEV 1241.23 BY GPS
 KY3048'OBSERVATION) .
 KY3048
 KY3048                          STATION RECOVERY (1997)
 KY3048
 KY3048'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (DM)
 KY3048'FROM THE CENTER EXIT OF ROUTE NO 60, WHICH IS THE SECOND EXIT SOUTH OF
 KY3048'THE OHIO RIVER, PROCEED SOUTHEAST ABOUT ONE HALF MILE TO BROADHEAD
 KY3048'ROAD (ROUTE 51) , TURN RIGHT AND PROCEED ABOUT 0.15 MILE (0.24 KM) ON
 KY3048'ROUTE 51 TO THE TOP OF HILL AND GROSS STREET ON THE RIGHT.  PROCEED
 KY3048'ABOUT 600 FEET (182.9 M) ON GROSS STREET TO THE STATION ON THE LEFT,
 KY3048'IN THE FRONT YARD OF HOUSE NO 117 OWNED BY MRS HELEN TURNEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1843 ***********************************************************************
 LZ1843  DESIGNATION -  BUNNELL
 LZ1843  PID         -  LZ1843
 LZ1843  STATE/COUNTY-  PA/WYOMING
 LZ1843  USGS QUAD   -  AUBURN CENTER (1981)
 LZ1843
 LZ1843                         *CURRENT SURVEY CONTROL
 LZ1843  ___________________________________________________________________
 LZ1843* NAD 83(1992)-  41 37 49.62754(N)    076 04 50.43392(W)     ADJUSTED  
 LZ1843* NAVD 88     -       385.2    (meters)    1264.     (feet)  VERTCON   
 LZ1843  ___________________________________________________________________
 LZ1843  LAPLACE CORR-           4.84  (seconds)                    DEFLEC99
 LZ1843  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 LZ1843
 LZ1843  HORZ ORDER  -  SECOND
 LZ1843
 LZ1843.The horizontal coordinates were established by classical geodetic methods
 LZ1843.and adjusted by the National Geodetic Survey in June 2002..
 LZ1843
 LZ1843.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1843
 LZ1843.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1843
 LZ1843.The geoid height was determined by GEOID03.
 LZ1843
 LZ1843;                    North         East     Units Scale Factor Converg.
 LZ1843;SPC PA N     -   163,900.654   739,088.423   MT  0.99996373   +1 06 15.6
 LZ1843;SPC PA N     -   537,730.73  2,424,825.93   sFT  0.99996373   +1 06 15.6
 LZ1843;UTM  18      - 4,609,311.054   409,984.381   MT  0.99969971   -0 43 04.7
 LZ1843
 LZ1843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1843!SPC PA N     -   0.99994458  x   0.99996373  =   0.99990831
 LZ1843!UTM  18      -   0.99994458  x   0.99969971  =   0.99964431
 LZ1843
 LZ1843|---------------------------------------------------------------------|
 LZ1843| PID    Reference Object                     Distance      Geod. Az  |
 LZ1843|                                                           dddmmss.s |
 LZ1843| CB3695 BUNNELL RM 1                         24.338 METERS 11502     |
 LZ1843| CB3696 BUNNELL RM 2                         16.350 METERS 15941     |
 LZ1843| LZ1846 MEHOOPANY ATT MICROWAVE MAST        APPROX.13.3 KM 1760858.2 |
 LZ1843| CB3694 BUNNELL AZ MK                                      2302528.6 |
 LZ1843|---------------------------------------------------------------------|
 LZ1843
 LZ1843                          SUPERSEDED SURVEY CONTROL
 LZ1843
 LZ1843  NAD 83(1996)-  41 37 49.62719(N)    076 04 50.43373(W) AD(       ) 2
 LZ1843  NAD 83(1986)-  41 37 49.62740(N)    076 04 50.43317(W) AD(       ) 2
 LZ1843  NAD 27      -  41 37 49.35611(N)    076 04 51.69272(W) AD(       ) 2
 LZ1843  NGVD 29 (07/19/86)  385.4    (m)         1264.     (f) VERT ANG       
 LZ1843
 LZ1843.Superseded values are not recommended for survey control.
 LZ1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1843.See file dsdata.txt to determine how the superseded data were derived.
 LZ1843
 LZ1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM0998409311(NAD 83)
 LZ1843_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1843_SETTING: 80 = SET IN A BOULDER
 LZ1843_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LZ1843
 LZ1843  HISTORY     - Date     Condition        Report By
 LZ1843  HISTORY     - 1968     MONUMENTED       CGS
 LZ1843
 LZ1843                          STATION DESCRIPTION
 LZ1843
 LZ1843'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (WMJ)
 LZ1843'THE STATION IS LOCATED ABOUT 4 MILES EAST-SOUTHEAST OF LACEYVILLE AND
 LZ1843'2.5 MILES NORTHWEST OF MESHOPPEN.  IT IS AT THE NORTH END OF A
 LZ1843'LARGE PILE OF BOULDERS IN A CULTIVATED FIELD ON PROPERTY OWNED BY MR.
 LZ1843'HOWARD MCMICKEN.
 LZ1843'
 LZ1843'TO REACH THE STATION FROM THE POST OFFICE IN MESHOPPEN, GO NORTH ON
 LZ1843'STATE HIGHWAY 267 FOR 0.2 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT
 LZ1843'AND GO NORTHWEST, UPHILL, ON A PAVED ROAD FOR 2.1 MILES TO A
 LZ1843'CROSSROAD, TURN LEFT AND GO WEST ON THE PAVED ROAD FOR 0.65 MILE
 LZ1843'TO A SIDE ROAD ON THE LEFT, JUST AFTER PASSING A WHITE BARN, (TO
 LZ1843'REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTHWEST ON THE PAVED
 LZ1843'ROAD FOR 0.05 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO WEST
 LZ1843'ON THE GRAVELED ROAD FOR 1.05 MILES TO THE MARK ON THE LEFT,),
 LZ1843'TURN LEFT AND GO SOUTHEAST ON THE GRAVELED ROAD FOR 0.15 MILE TO AN
 LZ1843'OPENING INTO A CLEARED FIELD, TURN LEFT AND GO EAST THROUGH CLEARED
 LZ1843'FIELD FOR 0.1 MILE TO THE ROCK PILE AND THE STATION.
 LZ1843'
 LZ1843'THE STATION MARK IS 133 FEET SOUTH-SOUTHEAST OF A ROCK FENCE, 12 FEET
 LZ1843'SOUTH OF THE NORTH END OF ROCK PILE AND 4.6 FEET NORTH OF A METAL
 LZ1843'WITNESS POST.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 LZ1843'IN A 6 BY 9 FOOT BOULDER PROJECTING 12 INCHES AND IS
 LZ1843'STAMPED BUNNELL 1968.
 LZ1843'
 LZ1843'REFERENCE MARK NO. 1 IS 76.8 FEET SOUTHEAST OF A METAL WITNESS POST
 LZ1843'AND 56 FEET NORTHEAST OF THE SOUTH END OF THE ROCK PILE.  THE MARK
 LZ1843'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A 6 BY 9 FOOT BOULDER
 LZ1843'PROJECTING 6 INCHES AND IS STAMPED BUNNELL NO 1 1968.
 LZ1843'
 LZ1843'REFERENCE MARK NO. 2 IS 49 FEET SOUTH OF THE METAL WITNESS POST AND
 LZ1843'45 FEET NORTH OF THE SOUTH END OF THE ROCK PILE.  THE MARK IS A
 LZ1843'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 9 BY 5 FOOT BOULDER
 LZ1843'PROJECTING 12 INCHES AND IS STAMPED BUNNELL NO 2 1968.
 LZ1843'
 LZ1843'THE AZIMUTH MARK IS 117 FEET NORTH-NORTHEAST OF A ROCK FENCE, 20 FEET
 LZ1843'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 4.4
 LZ1843'FEET EAST OF A METAL WITNESS POST AND 1-FOOT SOUTH-SOUTHEAST OF A
 LZ1843'WIRE FENCE.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 LZ1843'OUTCROPPING BEDROCK FLUSH WITH THE GROUND AND IS STAMPED BUNNELL
 LZ1843'1968.
 LZ1843'
 LZ1843'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2165 ***********************************************************************
 MA2165  DESIGNATION -  BUREK
 MA2165  PID         -  MA2165
 MA2165  STATE/COUNTY-  PA/ERIE
 MA2165  USGS QUAD   -  WATERFORD (1975)
 MA2165
 MA2165                         *CURRENT SURVEY CONTROL
 MA2165  ___________________________________________________________________
 MA2165* NAD 83(1992)-  41 54 04.89051(N)    079 53 39.84885(W)     ADJUSTED  
 MA2165* NAVD 88     -       395.     (meters)    1296.     (feet)  SCALED    
 MA2165  ___________________________________________________________________
 MA2165  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 MA2165  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 MA2165
 MA2165  HORZ ORDER  -  SECOND
 MA2165
 MA2165.The horizontal coordinates were established by classical geodetic methods
 MA2165.and adjusted by the National Geodetic Survey in June 2002..
 MA2165
 MA2165.The orthometric height was scaled from a topographic map.
 MA2165
 MA2165.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2165
 MA2165.The geoid height was determined by GEOID03.
 MA2165
 MA2165;                    North         East     Units Scale Factor Converg.
 MA2165;SPC PA N     -   194,851.432   422,080.021   MT  0.99999247   -1 25 07.0
 MA2165;SPC PA N     -   639,275.07  1,384,774.20   sFT  0.99999247   -1 25 07.0
 MA2165;UTM  17      - 4,639,415.205   591,704.858   MT  0.99970348   +0 44 18.3
 MA2165
 MA2165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2165!SPC PA N     -   0.99994341  x   0.99999247  =   0.99993588
 MA2165!UTM  17      -   0.99994341  x   0.99970348  =   0.99964690
 MA2165
 MA2165                          SUPERSEDED SURVEY CONTROL
 MA2165
 MA2165  NAD 83(1996)-  41 54 04.89118(N)    079 53 39.84915(W) AD(       ) 2
 MA2165  NAD 83(1995)-  41 54 04.89244(N)    079 53 39.84589(W) AD(       ) 2
 MA2165  NAD 83(1986)-  41 54 04.89343(N)    079 53 39.84442(W) AD(       ) 2
 MA2165  NAD 27      -  41 54 04.68961(N)    079 53 40.65770(W) AD(       ) 2
 MA2165
 MA2165.Superseded values are not recommended for survey control.
 MA2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2165.See file dsdata.txt to determine how the superseded data were derived.
 MA2165
 MA2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG9170539415(NAD 83)
 MA2165_MARKER: Z = SEE DESCRIPTION
 MA2165_SETTING: 0 = UNSPECIFIED SETTING
 MA2165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA2165
 MA2165  HISTORY     - Date     Condition        Report By
 MA2165  HISTORY     - 1938     MONUMENTED       USE
 MA2165  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MA2165
 MA2165                          STATION DESCRIPTION
 MA2165
 MA2165'DESCRIBED BY US ENGINEERS 1938 (APR)
 MA2165'STATION IS A 12-INCH-SQUARE CONCRETE MONUMENT IN WHOSE TOP IS A
 MA2165'BRONZE U.S.E. DISK STAMPED BUREK, 4 INCHES ABOVE GROUND, ON
 MA2165'HIGH POINT OF A PASTURE ON PROPERTY OF J. BUREK, 20 FEET N OF E-W
 MA2165'FENCE, 125 FEET W OF WESTERNMOST OF A PAIR OF 6-FOOT DIAMETER
 MA2165'MAPLE TREES.
 MA2165'
 MA2165'TO REACH STATION FROM INTERSECTION OF U.S. 19 AND PA. 97, FOLLOW PA.
 MA2165'97, 5.6 MILES E (0.65 MILE E OF HIGHWAY BRIDGE OVER NORTH BRANCH
 MA2165'OF FRENCH CREEK) TO COUNTY ROAD TO S, THENCE 0.4 MILE ACROSS SOUTH
 MA2165'BRANCH OF FRENCH CREEK TO ERIE RR UNDERPASS, THENCE ALONG FARM ROAD
 MA2165'LEADING TO RESIDENCE OF J. BUREK ALONG N SIDE OF ERIE RR (THIS ROAD
 MA2165'RUNS W) 0.3 MILE TO FARM ROAD INTERSECTION, THENCE 550 FEET W
 MA2165'THROUGH FIELD TO WOODEN GATE IN AN E-W FENCE, THENCE 525 FEET W TO
 MA2165'STATION, THROUGH PASTURE LAND.
 MA2165'
 MA2165'REFERENCE MARK NO. 1 IS A BRONZE U.S.E. DISK IN TOP OF AN
 MA2165'8-INCH-SQUARE CONCRETE MONUMENT, 6 INCHES ABOVE GROUND ON TOP OF
 MA2165'BANK WHERE LAND BREAKS OFF SHARPLY TO N.  REFERENCE MARK NO. 2 IS AN
 MA2165'IRON PLUG IN TOP OF AN 8-INCH-SQUARE CONCRETE MONUMENT, 4 INCHES
 MA2165'ABOVE GROUND, 25 FEET W OF WESTERNMOST OF PAIR OF MAPLE TREES
 MA2165'MENTIONED ABOVE, 2 FEET N OF E-W FENCE MENTIONED ABOVE.
 MA2165
 MA2165                          STATION RECOVERY (1967)
 MA2165
 MA2165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MA2165'STATION RECOVERED AS DESCRIBED IN 1938 AND THE DESCRIPTION IS
 MA2165'ADEQUATE.  AN ATTEMPT WAS MADE TO TIE THIS STATION IN THE
 MA2165'TRAVERSE LINE BUT IT WAS IMPOSSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1653 ***********************************************************************
 KW1653  DESIGNATION -  BURG
 KW1653  PID         -  KW1653
 KW1653  STATE/COUNTY-  PA/SNYDER
 KW1653  USGS QUAD   -  MIDDLEBURG (1973)
 KW1653
 KW1653                         *CURRENT SURVEY CONTROL
 KW1653  ___________________________________________________________________
 KW1653* NAD 83(1992)-  40 47 28.91381(N)    077 03 28.97771(W)     ADJUSTED  
 KW1653* NAVD 88     -       189.735  (meters)     622.49   (feet)  ADJUSTED  
 KW1653  ___________________________________________________________________
 KW1653  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 KW1653  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KW1653  DYNAMIC HT  -         189.646 (meters)     622.20  (feet)  COMP
 KW1653  MODELED GRAV-     980,153.5   (mgal)                       NAVD 88
 KW1653
 KW1653  HORZ ORDER  -  SECOND
 KW1653  VERT ORDER  -  SECOND    CLASS 0
 KW1653
 KW1653.The horizontal coordinates were established by classical geodetic methods
 KW1653.and adjusted by the National Geodetic Survey in June 2002..
 KW1653
 KW1653.The orthometric height was determined by differential leveling
 KW1653.and adjusted by the National Geodetic Survey in June 1991..
 KW1653
 KW1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW1653
 KW1653.The geoid height was determined by GEOID03.
 KW1653
 KW1653.The dynamic height is computed by dividing the NAVD 88
 KW1653.geopotential number by the normal gravity value computed on the
 KW1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1653.degrees latitude (g = 980.6199 gals.).
 KW1653
 KW1653.The modeled gravity was interpolated from observed gravity values.
 KW1653
 KW1653;                    North         East     Units Scale Factor Converg.
 KW1653;SPC PA S     -   162,124.022   658,398.650   MT  0.99997714   +0 26 56.2
 KW1653;SPC PA S     -   531,901.90  2,160,096.24   sFT  0.99997714   +0 26 56.2
 KW1653;SPC PA N     -    69,608.765   658,400.903   MT  1.00001612   +0 27 27.9
 KW1653;SPC PA N     -   228,374.76  2,160,103.63   sFT  1.00001612   +0 27 27.9
 KW1653;UTM  18      - 4,517,634.800   326,364.723   MT  0.99997110   -1 20 41.5
 KW1653
 KW1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW1653!SPC PA S     -   0.99997551  x   0.99997714  =   0.99995265
 KW1653!SPC PA N     -   0.99997551  x   1.00001612  =   0.99999163
 KW1653!UTM  18      -   0.99997551  x   0.99997110  =   0.99994661
 KW1653
 KW1653|---------------------------------------------------------------------|
 KW1653| PID    Reference Object                     Distance      Geod. Az  |
 KW1653|                                                           dddmmss.s |
 KW1653| KW1654 BURG RM 1                            10.743 METERS 16859     |
 KW1653| CK6730 BURG AZ MK                                         2575412.4 |
 KW1653| KW1655 BURG RM 2                             8.935 METERS 26232     |
 KW1653|---------------------------------------------------------------------|
 KW1653
 KW1653                          SUPERSEDED SURVEY CONTROL
 KW1653
 KW1653  NAD 83(1986)-  40 47 28.91284(N)    077 03 28.97294(W) AD(       ) 2
 KW1653  NAD 27      -  40 47 28.60987(N)    077 03 30.02803(W) AD(       ) 2
 KW1653  NGVD 29 (??/??/??)  189.967  (m)          623.25   (f) ADJUSTED    2 0
 KW1653
 KW1653.Superseded values are not recommended for survey control.
 KW1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1653.See file dsdata.txt to determine how the superseded data were derived.
 KW1653
 KW1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL2636517635(NAD 83)
 KW1653_MARKER: DE = TRAVERSE STATION DISK
 KW1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1653_STAMPING: BURG 1966
 KW1653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1653+STABILITY: SURFACE MOTION
 KW1653
 KW1653  HISTORY     - Date     Condition        Report By
 KW1653  HISTORY     - 1966     MONUMENTED       CGS
 KW1653  HISTORY     - 1966     GOOD             CGS
 KW1653  HISTORY     - 1975     GOOD             NGS
 KW1653  HISTORY     - 1975     GOOD             NGS
 KW1653
 KW1653                          STATION DESCRIPTION
 KW1653
 KW1653'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW1653'THE STATION IS LOCATED ABOUT 6 AIRLINE MILES EAST-NORTHEAST OF
 KW1653'BEAVERTOWN, ABOUT 3/4 AIRLINE MILES WEST OF MIDDLEBURG
 KW1653'AND ABOUT 350 FEET NORTH OF U.S. HIGHWAY 522.  THE PROPERTY IS OWNED
 KW1653'BY MR. ALBERT TITTLE.
 KW1653'
 KW1653'TO REACH THE STATION FROM THE POST OFFICE IN MIDDLEBURG, GO SOUTH ON
 KW1653'A PAVED STREET FOR 1/2 BLOCK TO U.S. HIGHWAY 522.  TURN RIGHT
 KW1653'AND GO WESTERLY ON U.S. HIGHWAY 522 FOR 0.6 MILE TO A SIDE ROAD RIGHT
 KW1653'AT MR. TITTLES HOUSE.  (CONTINUE WESTERLY FOR 0.75 MILE TO
 KW1653'THE AZIMUTH MARK ON THE RIGHT, NORTH SIDE OF THE ROAD).  TURN RIGHT
 KW1653'AND GO NORTH ON A TRACK ROAD FOR 0.05 MILE TO THE NORTHEAST
 KW1653'EDGE OF MR. TITTLES PROPERTY AND THE STATION.
 KW1653'
 KW1653'THE STATION MARK IS 110 FEET NORTHEAST OF THE NORTHEAST CORNER OF MR.
 KW1653'TITTLES HOUSE AND 22 FEET WEST OF THE CENTER OF A TRACK
 KW1653'ROAD.  THE MARK IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A
 KW1653'10-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH
 KW1653'THE SURFACE AND IT IS STAMPED BURG 1966.
 KW1653'
 KW1653'REFERENCE MARK NO. 1 IS 78 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 KW1653'MR. TITTLES HOUSE AND 18 FEET WEST OF THE CENTER OF THE
 KW1653'TRACK ROAD.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 KW1653'ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE AND
 KW1653'IT IS STAMPED BURG NO 1 1966.
 KW1653'
 KW1653'REFERENCE MARK NO. 2 IS 104 FEET NORTH OF THE NORTHEAST CORNER OF MR.
 KW1653'TITTLES HOUSE AND 51 FEET WEST OF THE CENTER OF THE
 KW1653'TRACK ROAD.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 KW1653'ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 KW1653'AND IT IS STAMPED BURG NO 2 1966.
 KW1653'
 KW1653'THE AZIMUTH MARK IS 23 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 KW1653'522 AND 23 FEET EAST-SOUTHEAST OF POWER POLE NUMBER 54367.
 KW1653'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE NORTH
 KW1653'RETAINING WALL OF A CONCRETE CULVERT.  THE MARK IS FLUSH
 KW1653'WITH THE SURFACE AND IT IS STAMPED BURG 1966.
 KW1653
 KW1653                          STATION RECOVERY (1966)
 KW1653
 KW1653'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KW1653'0.6 MI W FROM MIDDLEBURG.
 KW1653'0.65 MILE WEST ALONG U.S. HIGHWAY 522 FROM THE FIRST NATIONAL
 KW1653'BANK OF MIDDLEBURG, 130 FEET NORTH OF THE CENTERLINE OF
 KW1653'HIGHWAY, 70 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE,
 KW1653'35.24 FEET NORTH OF RM 1, 29.31 FEET EAST OF RM 2, SET IN THE
 KW1653'TOP OF A CONCRETE POST, FLUSH, AND IS ABOUT 35 FEET ABOVE THE
 KW1653'LEVEL OF THE HIGHWAY.
 KW1653
 KW1653                          STATION RECOVERY (1975)
 KW1653
 KW1653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KW1653'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 KW1653'AS DESCRIBED IN THE 1966 DESCRIPTION.
 KW1653'
 KW1653'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3/4 MILES WEST OF
 KW1653'MIDDLEBURG.
 KW1653
 KW1653                          STATION RECOVERY (1975)
 KW1653
 KW1653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 KW1653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3092 ***********************************************************************
 KY3092  DESIGNATION -  BURG
 KY3092  PID         -  KY3092
 KY3092  STATE/COUNTY-  PA/WASHINGTON
 KY3092  USGS QUAD   -  CANONSBURG (1979)
 KY3092
 KY3092                         *CURRENT SURVEY CONTROL
 KY3092  ___________________________________________________________________
 KY3092* NAD 83(1992)-  40 15 20.20222(N)    080 10 37.50874(W)     ADJUSTED  
 KY3092* NAVD 88     -       365.     (meters)    1198.     (feet)  SCALED    
 KY3092  ___________________________________________________________________
 KY3092  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 KY3092  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 KY3092
 KY3092  HORZ ORDER  -  SECOND
 KY3092
 KY3092.The horizontal coordinates were established by classical geodetic methods
 KY3092.and adjusted by the National Geodetic Survey in June 2002..
 KY3092
 KY3092.The orthometric height was scaled from a topographic map.
 KY3092
 KY3092.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3092
 KY3092.The geoid height was determined by GEOID03.
 KY3092
 KY3092;                    North         East     Units Scale Factor Converg.
 KY3092;SPC PA S     -   105,241.962   393,549.822   MT  0.99996527   -1 34 28.8
 KY3092;SPC PA S     -   345,281.34  1,291,171.37   sFT  0.99996527   -1 34 28.8
 KY3092;UTM  17      - 4,456,453.012   569,981.495   MT  0.99966029   +0 31 54.4
 KY3092
 KY3092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3092!SPC PA S     -   0.99994805  x   0.99996527  =   0.99991333
 KY3092!UTM  17      -   0.99994805  x   0.99966029  =   0.99960836
 KY3092
 KY3092|---------------------------------------------------------------------|
 KY3092| PID    Reference Object                     Distance      Geod. Az  |
 KY3092|                                                           dddmmss.s |
 KY3092| CX3328 BURG RM 2                             8.168 METERS 01340     |
 KY3092| KY3096 AIRWAY BCN 14 3 MI N CANONSBRG      APPROX. 3.8 KM 0171009.1 |
 KY3092| KY3117 CANONSBURG W PA POWER RAD MAST      APPROX. 2.5 KM 2021824.6 |
 KY3092| KY3119 SCHOOL                              APPROX. 1.5 KM 2432638.3 |
 KY3092| CX3327 BURG RM 1                             7.962 METERS 26717     |
 KY3092| KY3095 CANONSBURG RADIO WCNG N MAST        APPROX. 3.9 KM 3492213.5 |
 KY3092| KY3093 CANONSBURG RADIO WCNG S MAST        APPROX. 3.8 KM 3495002.6 |
 KY3092|---------------------------------------------------------------------|
 KY3092
 KY3092                          SUPERSEDED SURVEY CONTROL
 KY3092
 KY3092  NAD 83(1995)-  40 15 20.20243(N)    080 10 37.50907(W) AD(       ) 2
 KY3092  NAD 83(1986)-  40 15 20.20613(N)    080 10 37.51752(W) AD(       ) 2
 KY3092  NAD 27      -  40 15 19.95350(N)    080 10 38.31080(W) AD(       ) 2
 KY3092
 KY3092.Superseded values are not recommended for survey control.
 KY3092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3092.See file dsdata.txt to determine how the superseded data were derived.
 KY3092
 KY3092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE6998156453(NAD 83)
 KY3092_MARKER: DS = TRIANGULATION STATION DISK
 KY3092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3092
 KY3092  HISTORY     - Date     Condition        Report By
 KY3092  HISTORY     - 1960     MONUMENTED       CGS
 KY3092
 KY3092                          STATION DESCRIPTION
 KY3092
 KY3092'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KY3092'THE STATION IS LOCATED ON A LOW HILL, ABOUT 1/2 MILE EAST OF
 KY3092'CANONSBURG, ABOUT 2.0 MILES EAST-NORTHEAST OF HOUSTON AND IS ON
 KY3092'PROPERTY OWNED BY MR. PAUL CIAFFONIC. IT IS ON THE WEST SLOPE OF
 KY3092'THE HILL AND IS 4.8 FEET EAST-NORTHEAST OF A STANDARD METAL
 KY3092'WITNESS POST AND MARKER.
 KY3092'
 KY3092'TO REACH THE STATION FROM THE POST OFFICE IN CANONSBURG, GO NORTH
 KY3092'ON PIKE STREET FOR 0.16 MILE TO THE INTERSECTION OF PIKE STREET,
 KY3092'SOUTH CENTRAL AVENUE AND THE JUNCTION OF STATE HIGHWAY 519,
 KY3092'CONTINUE NORTH ON PIKE STREET AND STATE HIGHWAY 519 FOR 0.34 MILE
 KY3092'TO A Y-INTERSECTION. TAKE THE RIGHT HAND FORK AND CONTINUE NORTH
 KY3092'ON STATE HIGHWAY 519 FOR 0.25 MILE TO THE JUNCTION OF COUNTY
 KY3092'HIGHWAY 62164 ON THE RIGHT, EAST, SIDE OF THE HIGHWAY, IMMEDIATELY
 KY3092'AFTER CROSSING A CONCRETE BRIDGE. TURN RIGHT AND GO EAST, UPHILL,
 KY3092'ON COUNTY HIGHWAY 62164 FOR 0.4 MILE TO A GRAVELED STREET ON THE
 KY3092'RIGHT, SOUTH, SIDE OF THE HIGHWAY. TURN RIGHT AND GO SOUTH ON THE
 KY3092'GRAVELED STREET FOR 0.14 MILE TO A TRAFFIC CIRCLE AT THE EDGE OF A
 KY3092'WOODS, A DIM TRACK WOODS ROAD ON THE RIGHT AT THE END OF THE
 KY3092'STREET.  TURN RIGHT AND GO WEST AND NORTHWEST THROUGH THE WOODS ON
 KY3092'A DIM TRACK ROAD FOR 0.07 MILE TO A FENCE LINE AT THE EDGE OF THE
 KY3092'WOODS. CONTINUE NORTHWEST ON A DIM TRACK ROAD ACROSS A SMALL
 KY3092'MEADOW FOR 0.07 MILE TO A STANDARD METAL WITNESS POST AND MARKER
 KY3092'AND THE STATION.
 KY3092'
 KY3092'THE STATION MARK, A STANDARD DISK STAMPED BURG 1959, IS SET IN THE
 KY3092'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES
 KY3092'ABOVE THE SURFACE OF THE GROUND.
 KY3092'
 KY3092'REFERENCE MARK 1, A STANDARD DISK STAMPED BURG NO 1 1959, IS SET
 KY3092'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 1
 KY3092'INCH ABOVE THE SURFACE OF THE GROUND. IT IS 22.0 FEET
 KY3092'WEST-NORTHWEST OF A STANDARD METAL WITNESS POST AND MARKER AND IS
 KY3092'ABOUT THE SAME ELEVATION AS THE STATION.
 KY3092'
 KY3092'REFERENCE MARK 2, A STANDARD DISK STAMPED BURG NO 2 1959, IS SET
 KY3092'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 1
 KY3092'INCH ABOVE THE SURFACE OF THE GROUND. IT IS 30.0 FEET
 KY3092'NORTH-NORTHEAST OF A STANDARD METAL WITNESS POST AND MARKER AND IS
 KY3092'ABOUT THE SAME ELEVATION AS THE STATION.
 KY3092'
 KY3092'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 KY3092'TRIANGULATION STATION SCHOOL MAY BE USED AS AN AZIMUTH MARK.
 KY3092'
 KY3092'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1654 ***********************************************************************
 KW1654  DESIGNATION -  BURG RM 1
 KW1654  PID         -  KW1654
 KW1654  STATE/COUNTY-  PA/SNYDER
 KW1654  USGS QUAD   -  MIDDLEBURG (1973)
 KW1654
 KW1654                         *CURRENT SURVEY CONTROL
 KW1654  ___________________________________________________________________
 KW1654* NAD 83(1986)-  40 47 28.     (N)    077 03 29.     (W)     SCALED    
 KW1654* NAVD 88     -       188.132  (meters)     617.23   (feet)  ADJUSTED  
 KW1654  ___________________________________________________________________
 KW1654  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KW1654  DYNAMIC HT  -         188.044 (meters)     616.94  (feet)  COMP
 KW1654  MODELED GRAV-     980,153.5   (mgal)                       NAVD 88
 KW1654
 KW1654  VERT ORDER  -  SECOND    CLASS 0
 KW1654
 KW1654.The horizontal coordinates were scaled from a topographic map and have
 KW1654.an estimated accuracy of +/- 6 seconds.
 KW1654
 KW1654.The orthometric height was determined by differential leveling
 KW1654.and adjusted by the National Geodetic Survey in June 1991..
 KW1654
 KW1654.The geoid height was determined by GEOID03.
 KW1654
 KW1654.The dynamic height is computed by dividing the NAVD 88
 KW1654.geopotential number by the normal gravity value computed on the
 KW1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1654.degrees latitude (g = 980.6199 gals.).
 KW1654
 KW1654.The modeled gravity was interpolated from observed gravity values.
 KW1654
 KW1654;                    North         East    Units  Estimated Accuracy
 KW1654;SPC PA S     -   162,100.      658,400.      MT  (+/- 180 meters Scaled)
 KW1654
 KW1654                          SUPERSEDED SURVEY CONTROL
 KW1654
 KW1654  NGVD 29 (??/??/??)  188.364  (m)          617.99   (f) ADJUSTED    2 0
 KW1654
 KW1654.Superseded values are not recommended for survey control.
 KW1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1654.See file dsdata.txt to determine how the superseded data were derived.
 KW1654
 KW1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL263176(NAD 83)
 KW1654_MARKER: DR = REFERENCE MARK DISK
 KW1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1654_STAMPING: BURG NO 1 1966
 KW1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1654+STABILITY: SURFACE MOTION
 KW1654
 KW1654  HISTORY     - Date     Condition        Report By
 KW1654  HISTORY     - 1966     MONUMENTED       CGS
 KW1654  HISTORY     - 1975     GOOD             NGS
 KW1654
 KW1654                          STATION DESCRIPTION
 KW1654
 KW1654'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1654'0.6 MI W FROM MIDDLEBURG.
 KW1654'AT THE BURG STATION SITE-- 35.24 FEET SOUTH OF THE STATION, 53
 KW1654'FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, SET IN THE
 KW1654'TOP OF A CONCRETE POST, FLUSH, AND IS 5 FEET BELOW THE LEVEL OF
 KW1654'THE STATION.  NOTE-- FOR DESCRIPTION SEE STATION BURG.
 KW1654
 KW1654                          STATION RECOVERY (1975)
 KW1654
 KW1654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 KW1654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1655 ***********************************************************************
 KW1655  DESIGNATION -  BURG RM 2
 KW1655  PID         -  KW1655
 KW1655  STATE/COUNTY-  PA/SNYDER
 KW1655  USGS QUAD   -  MIDDLEBURG (1973)
 KW1655
 KW1655                         *CURRENT SURVEY CONTROL
 KW1655  ___________________________________________________________________
 KW1655* NAD 83(1986)-  40 47 28.     (N)    077 03 29.     (W)     SCALED    
 KW1655* NAVD 88     -       189.546  (meters)     621.87   (feet)  ADJUSTED  
 KW1655  ___________________________________________________________________
 KW1655  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KW1655  DYNAMIC HT  -         189.458 (meters)     621.58  (feet)  COMP
 KW1655  MODELED GRAV-     980,153.5   (mgal)                       NAVD 88
 KW1655
 KW1655  VERT ORDER  -  SECOND    CLASS 0
 KW1655
 KW1655.The horizontal coordinates were scaled from a topographic map and have
 KW1655.an estimated accuracy of +/- 6 seconds.
 KW1655
 KW1655.The orthometric height was determined by differential leveling
 KW1655.and adjusted by the National Geodetic Survey in June 1991..
 KW1655
 KW1655.The geoid height was determined by GEOID03.
 KW1655
 KW1655.The dynamic height is computed by dividing the NAVD 88
 KW1655.geopotential number by the normal gravity value computed on the
 KW1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1655.degrees latitude (g = 980.6199 gals.).
 KW1655
 KW1655.The modeled gravity was interpolated from observed gravity values.
 KW1655
 KW1655;                    North         East    Units  Estimated Accuracy
 KW1655;SPC PA S     -   162,100.      658,400.      MT  (+/- 180 meters Scaled)
 KW1655
 KW1655                          SUPERSEDED SURVEY CONTROL
 KW1655
 KW1655  NGVD 29 (??/??/??)  189.778  (m)          622.63   (f) ADJUSTED    2 0
 KW1655
 KW1655.Superseded values are not recommended for survey control.
 KW1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1655.See file dsdata.txt to determine how the superseded data were derived.
 KW1655
 KW1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL263176(NAD 83)
 KW1655_MARKER: DR = REFERENCE MARK DISK
 KW1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1655_STAMPING: BURG NO 2 1966
 KW1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1655+STABILITY: SURFACE MOTION
 KW1655
 KW1655  HISTORY     - Date     Condition        Report By
 KW1655  HISTORY     - 1966     MONUMENTED       CGS
 KW1655  HISTORY     - 1975     GOOD             NGS
 KW1655
 KW1655                          STATION DESCRIPTION
 KW1655
 KW1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1655'0.6 MI W FROM MIDDLEBURG.
 KW1655'AT THE BURG STATION SITE-- 29.31 FEET WEST OF THE STATION, 65 FEET
 KW1655'NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, SET IN THE TOP OF
 KW1655'A CONCRETE POST, FLUSH, AND IS LEVEL WITH THE STATION MARK.
 KW1655'NOTE-- FOR DESCRIPTION SEE STATION BURG.
 KW1655
 KW1655                          STATION RECOVERY (1975)
 KW1655
 KW1655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 KW1655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV7086 ***********************************************************************
 KV7086  DESIGNATION -  BURGESS
 KV7086  PID         -  KV7086
 KV7086  STATE/COUNTY-  PA/PHILADELPHIA
 KV7086  USGS QUAD   -  FRANKFORD (1997)
 KV7086
 KV7086                         *CURRENT SURVEY CONTROL
 KV7086  ___________________________________________________________________
 KV7086* NAD 83(1996)-  40 06 53.38983(N)    075 01 18.38249(W)     ADJUSTED  
 KV7086* NAVD 88     -        68.2    (meters)     224.     (feet)  GPS OBS   
 KV7086  ___________________________________________________________________
 KV7086  X           -   1,262,416.087 (meters)                     COMP
 KV7086  Y           -  -4,718,572.649 (meters)                     COMP
 KV7086  Z           -   4,087,767.199 (meters)                     COMP
 KV7086  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 KV7086  ELLIP HEIGHT-          35.01  (meters)          (08/10/01) GPS OBS
 KV7086  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KV7086
 KV7086  HORZ ORDER  -  FIRST
 KV7086  ELLP ORDER  -  FOURTH    CLASS II
 KV7086
 KV7086.The horizontal coordinates were established by GPS observations
 KV7086.and adjusted by the National Geodetic Survey in May 1999..
 KV7086
 KV7086.The orthometric height was determined by GPS observations and a
 KV7086.high-resolution geoid model.
 KV7086
 KV7086.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7086
 KV7086.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7086
 KV7086.The ellipsoidal height was determined by GPS observations
 KV7086.and is referenced to NAD 83.
 KV7086
 KV7086.The geoid height was determined by GEOID03.
 KV7086
 KV7086;                    North         East     Units Scale Factor Converg.
 KV7086;SPC PA S     -    90,365.447   832,540.676   MT  0.99997658   +1 46 12.2
 KV7086;SPC PA S     -   296,473.97  2,731,427.20   sFT  0.99997658   +1 46 12.2
 KV7086;SPC NJ       -   142,393.912   105,522.866   MT  0.99992434   -0 20 10.3
 KV7086;SPC NJ       -   467,170.69    346,202.94   sFT  0.99992434   -0 20 10.3
 KV7086;UTM  18      - 4,440,502.636   498,144.588   MT  0.99960004   -0 00 50.5
 KV7086
 KV7086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7086!SPC PA S     -   0.99999451  x   0.99997658  =   0.99997109
 KV7086!SPC NJ       -   0.99999451  x   0.99992434  =   0.99991885
 KV7086!UTM  18      -   0.99999451  x   0.99960004  =   0.99959455
 KV7086
 KV7086                          SUPERSEDED SURVEY CONTROL
 KV7086
 KV7086  NAD 83(1992)-  40 06 53.38938(N)    075 01 18.38272(W) AD(       ) 1
 KV7086  ELLIP H (06/28/94)   34.96   (m)                       GP(       ) 4 1
 KV7086
 KV7086.Superseded values are not recommended for survey control.
 KV7086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7086.See file dsdata.txt to determine how the superseded data were derived.
 KV7086
 KV7086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9814540503(NAD 83)
 KV7086_MARKER: DD = SURVEY DISK
 KV7086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7086_SP_SET: CONCRETE POST
 KV7086_STAMPING: BURGESS 1993
 KV7086_MARK LOGO: PA6540
 KV7086_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7086+STABILITY: SURFACE MOTION
 KV7086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7086+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV7086
 KV7086  HISTORY     - Date     Condition        Report By
 KV7086  HISTORY     - 1993     MONUMENTED       PA6540
 KV7086  HISTORY     - 20051119 MARK NOT FOUND   USPSQD
 KV7086
 KV7086                          STATION DESCRIPTION
 KV7086
 KV7086'DESCRIBED BY CITY OF PHILADELPHIA PENNSYLVANIA 1993
 KV7086'THE STATION IS LOCATED IN THE 66TH WARD OF THE CITY OF PHILADELPHIA,AT
 KV7086'THE SOUTHWEST CORNER OF THE INTERSECTION OF BUSTLETON AVENUE AND
 KV7086'BURGESS STREET, NEAR A DOCTORS OFFICE AT 11400 BUSTLETON AVENUE. THE
 KV7086'MARK IS 0.3 FT (0.1 M) BELOW THE SURFACE. THE MARK IS A CITY OF
 KV7086'PHILADELPHIA HORIZONTAL CONTROL NETWORK BRASS DISC STAMPED BURGESS
 KV7086'1993.
 KV7086'TO REACH THE STATION FROM ROOSEVELT BOULEVARD (US ROUTE 1) NORTH, TAKE
 KV7086'ROUTE 1 NORTH TO RED LION ROAD. TURN LEFT AND GO WEST ON RED LION
 KV7086'ROAD TO BUSTLETON AVENUE (PA ROUTE 532). TURN RIGHT AND GO NORTH TO
 KV7086'BURGESS STREET. TURN LEFT ON BURGESS STREET.
 KV7086
 KV7086                          STATION RECOVERY (2005)
 KV7086
 KV7086'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRP)
 KV7086'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0360 ***********************************************************************
 KY0360  DESIGNATION -  BURGETTSTOWN
 KY0360  PID         -  KY0360
 KY0360  STATE/COUNTY-  PA/WASHINGTON
 KY0360  USGS QUAD   -  BURGETTSTOWN (1979)
 KY0360
 KY0360                         *CURRENT SURVEY CONTROL
 KY0360  ___________________________________________________________________
 KY0360* NAD 83(1986)-  40 22 55.     (N)    080 23 35.     (W)     SCALED    
 KY0360* NAVD 88     -       301.232  (meters)     988.29   (feet)  ADJUSTED  
 KY0360  ___________________________________________________________________
 KY0360  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KY0360  DYNAMIC HT  -         301.067 (meters)     987.75  (feet)  COMP
 KY0360  MODELED GRAV-     980,068.5   (mgal)                       NAVD 88
 KY0360
 KY0360  VERT ORDER  -  SECOND    CLASS 0
 KY0360
 KY0360.The horizontal coordinates were scaled from a topographic map and have
 KY0360.an estimated accuracy of +/- 6 seconds.
 KY0360
 KY0360.The orthometric height was determined by differential leveling
 KY0360.and adjusted by the National Geodetic Survey in June 1991..
 KY0360
 KY0360.The geoid height was determined by GEOID03.
 KY0360
 KY0360.The dynamic height is computed by dividing the NAVD 88
 KY0360.geopotential number by the normal gravity value computed on the
 KY0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0360.degrees latitude (g = 980.6199 gals.).
 KY0360
 KY0360.The modeled gravity was interpolated from observed gravity values.
 KY0360
 KY0360;                    North         East    Units  Estimated Accuracy
 KY0360;SPC PA S     -   119,790.      375,600.      MT  (+/- 180 meters Scaled)
 KY0360
 KY0360                          SUPERSEDED SURVEY CONTROL
 KY0360
 KY0360  NGVD 29 (??/??/92)  301.378  (m)          988.77   (f) ADJ UNCH    2 0
 KY0360
 KY0360.Superseded values are not recommended for survey control.
 KY0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0360.See file dsdata.txt to determine how the superseded data were derived.
 KY0360
 KY0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE515703(NAD 83)
 KY0360_MARKER: DD = SURVEY DISK
 KY0360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0360_SP_SET: FOUNDATION
 KY0360_STAMPING: BURGETTSTOWN 1935
 KY0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0360
 KY0360  HISTORY     - Date     Condition        Report By
 KY0360  HISTORY     - 1935     MONUMENTED       CGS
 KY0360  HISTORY     - 1957     GOOD             NGS
 KY0360
 KY0360                          STATION DESCRIPTION
 KY0360
 KY0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0360'AT BURGETTSTOWN.
 KY0360'AT BURGETTSTOWN, ABOUT 0.2 MILE SOUTHWEST ALONG MAIN STREET
 KY0360'FROM THE POST OFFICE, SET VERTICALLY IN THE NORTHWEST FACE OF
 KY0360'STONE FOUNDATION OF 3-STORY SPLIT LEVEL RED BRICK BURGETTSTOWN
 KY0360'BOROUGH BUILDING, 16 1/2 FEET SOUTHEAST OF SOUTHEAST CURB OF
 KY0360'MAIN STREET, 1 1/2 FEET SOUTHWEST OF NORTH CORNER OF BUILDING
 KY0360'AND 0.6 FOOT ABOVE LEVEL OF CONCRETE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV7087 ***********************************************************************
 KV7087  DESIGNATION -  BURHOLME
 KV7087  PID         -  KV7087
 KV7087  STATE/COUNTY-  PA/PHILADELPHIA
 KV7087  USGS QUAD   -  FRANKFORD (1997)
 KV7087
 KV7087                         *CURRENT SURVEY CONTROL
 KV7087  ___________________________________________________________________
 KV7087* NAD 83(1996)-  40 04 06.09882(N)    075 05 22.64533(W)     ADJUSTED  
 KV7087* NAVD 88     -        63.9    (meters)     210.     (feet)  GPS OBS   
 KV7087  ___________________________________________________________________
 KV7087  X           -   1,257,681.586 (meters)                     COMP
 KV7087  Y           -  -4,723,272.333 (meters)                     COMP
 KV7087  Z           -   4,083,817.122 (meters)                     COMP
 KV7087  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 KV7087  ELLIP HEIGHT-          30.81  (meters)          (08/10/01) GPS OBS
 KV7087  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 KV7087
 KV7087  HORZ ORDER  -  FIRST
 KV7087  ELLP ORDER  -  FOURTH    CLASS II
 KV7087
 KV7087.The horizontal coordinates were established by GPS observations
 KV7087.and adjusted by the National Geodetic Survey in May 1999..
 KV7087
 KV7087.The orthometric height was determined by GPS observations and a
 KV7087.high-resolution geoid model.
 KV7087
 KV7087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7087
 KV7087.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7087
 KV7087.The ellipsoidal height was determined by GPS observations
 KV7087.and is referenced to NAD 83.
 KV7087
 KV7087.The geoid height was determined by GEOID03.
 KV7087
 KV7087;                    North         East     Units Scale Factor Converg.
 KV7087;SPC PA S     -    85,031.622   826,914.593   MT  0.99998163   +1 43 33.7
 KV7087;SPC PA S     -   278,974.58  2,712,968.96   sFT  0.99998163   +1 43 33.7
 KV7087;SPC NJ       -   137,270.695    99,704.879   MT  0.99993113   -0 22 46.4
 KV7087;SPC NJ       -   450,362.27    327,115.09   sFT  0.99993113   -0 22 46.4
 KV7087;UTM  18      - 4,435,348.489   492,357.381   MT  0.99960072   -0 03 27.7
 KV7087
 KV7087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7087!SPC PA S     -   0.99999517  x   0.99998163  =   0.99997680
 KV7087!SPC NJ       -   0.99999517  x   0.99993113  =   0.99992630
 KV7087!UTM  18      -   0.99999517  x   0.99960072  =   0.99959589
 KV7087
 KV7087                          SUPERSEDED SURVEY CONTROL
 KV7087
 KV7087  NAD 83(1992)-  40 04 06.09838(N)    075 05 22.64555(W) AD(       ) 1
 KV7087  ELLIP H (06/28/94)   30.76   (m)                       GP(       ) 4 1
 KV7087
 KV7087.Superseded values are not recommended for survey control.
 KV7087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7087.See file dsdata.txt to determine how the superseded data were derived.
 KV7087
 KV7087_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9235735348(NAD 83)
 KV7087_MARKER: DD = SURVEY DISK
 KV7087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7087_SP_SET: CONCRETE POST
 KV7087_STAMPING: BURHOLME 1993
 KV7087_MARK LOGO: PA6540
 KV7087_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7087+STABILITY: SURFACE MOTION
 KV7087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7087+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2004
 KV7087
 KV7087  HISTORY     - Date     Condition        Report By
 KV7087  HISTORY     - 1993     MONUMENTED       PA6540
 KV7087  HISTORY     - 20040311 GOOD             DEWDAV
 KV7087
 KV7087                          STATION DESCRIPTION
 KV7087
 KV7087'DESCRIBED BY CITY OF PHILADELPHIA PENNSYLVANIA 1993
 KV7087'THE STATION IS LOCATED IN NORTHEAST PHILADELPHIA IN A MUNICIPAL PARK
 KV7087'(BURHOLME), 1000 FT (304.8 M) NORTHEAST OF THE NORTHWEST CORNER OF
 KV7087'COTTMAN AVENUE (PA ROUTE 73) AND CENTRAL AVENUE AND 498.6 FT
 KV7087'(152.0 M) NORTHWEST OF THE NORTHWEST CURBLINE OF CENTRAL AVENUE. THE
 KV7087'MARK IS A CITY OF PHILADELPHIA HORIZONTAL CONTROL NETWORK BRASS DISK
 KV7087'STAMPED BURHOLME 1993. THE STATION IS 0.3 FT (0.1 M) BELOW GRADE.
 KV7087'TO REACH THE STATION FROM THE INTERSECTION OF ROOSEVELT BOULEVARD (US
 KV7087'ROUTE 1) AND COTTMAN AVENUE (STATE ROUTE 73), GO NORTH ON COTTMAN
 KV7087'AVENUE FOR 2.5 MILES TO CENTRAL AVENUE AND THE STATION.
 KV7087
 KV7087                          STATION RECOVERY (2004)
 KV7087
 KV7087'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (CSW)
 KV7087'THIS STATION WILL BE SUITABLE FOR GPS OBSERVATIONS FOR JUST A SHORT
 KV7087'TIME, YOUNG TREE IS VERY CLOSE TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1189 ***********************************************************************
 LY1189  DESIGNATION -  BURKE
 LY1189  PID         -  LY1189
 LY1189  STATE/COUNTY-  PA/PIKE
 LY1189  USGS QUAD   -  NEWFOUNDLAND (1992)
 LY1189
 LY1189                         *CURRENT SURVEY CONTROL
 LY1189  ___________________________________________________________________
 LY1189* NAD 83(1992)-  41 20 36.58199(N)    075 19 27.30525(W)     ADJUSTED  
 LY1189* NAVD 88     -       465.774  (meters)    1528.13   (feet)  ADJUSTED  
 LY1189  ___________________________________________________________________
 LY1189  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 LY1189  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 LY1189  DYNAMIC HT  -         465.563 (meters)    1527.43  (feet)  COMP
 LY1189  MODELED GRAV-     980,157.8   (mgal)                       NAVD 88
 LY1189
 LY1189  HORZ ORDER  -  SECOND
 LY1189  VERT ORDER  -  SECOND    CLASS 0
 LY1189
 LY1189.The horizontal coordinates were established by classical geodetic methods
 LY1189.and adjusted by the National Geodetic Survey in June 2002..
 LY1189
 LY1189.The orthometric height was determined by differential leveling
 LY1189.and adjusted by the National Geodetic Survey in June 1991..
 LY1189
 LY1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY1189
 LY1189.The geoid height was determined by GEOID03.
 LY1189
 LY1189.The dynamic height is computed by dividing the NAVD 88
 LY1189.geopotential number by the normal gravity value computed on the
 LY1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1189.degrees latitude (g = 980.6199 gals.).
 LY1189
 LY1189.The modeled gravity was interpolated from observed gravity values.
 LY1189
 LY1189;                    North         East     Units Scale Factor Converg.
 LY1189;SPC PA N     -   133,533.991   802,992.440   MT  0.99995767   +1 36 17.0
 LY1189;SPC PA N     -   438,102.77  2,634,484.36   sFT  0.99995767   +1 36 17.0
 LY1189;UTM  18      - 4,576,940.113   472,872.003   MT  0.99960906   -0 12 51.1
 LY1189
 LY1189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY1189!SPC PA N     -   0.99993192  x   0.99995767  =   0.99988959
 LY1189!UTM  18      -   0.99993192  x   0.99960906  =   0.99954100
 LY1189
 LY1189|---------------------------------------------------------------------|
 LY1189| PID    Reference Object                     Distance      Geod. Az  |
 LY1189|                                                           dddmmss.s |
 LY1189| LY1188 BURKE RM 1                           20.561 METERS 13422     |
 LY1189| LY2704 GOULDS LOOKOUT TOWER                APPROX. 6.0 KM 2175848.6 |
 LY1189| CB3697 BURKE 2 RM 3                         30.672 METERS 30926     |
 LY1189| LY1191 BURKE RM 2                           10.094 METERS 34622     |
 LY1189| LY1190 BURKE 2                              22.312 METERS 34805     |
 LY1189|---------------------------------------------------------------------|
 LY1189
 LY1189                          SUPERSEDED SURVEY CONTROL
 LY1189
 LY1189  NAD 83(1996)-  41 20 36.58236(N)    075 19 27.30699(W) AD(       ) 2
 LY1189  NAD 83(1996)-  41 20 36.58280(N)    075 19 27.30750(W) AD(       ) 2
 LY1189  NAD 83(1986)-  41 20 36.58311(N)    075 19 27.30669(W) AD(       ) 2
 LY1189  NAD 27      -  41 20 36.26520(N)    075 19 28.64500(W) AD(       ) 2
 LY1189  NGVD 29 (??/??/92)  465.979  (m)         1528.80   (f) ADJ UNCH    2 0
 LY1189
 LY1189.Superseded values are not recommended for survey control.
 LY1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1189.See file dsdata.txt to determine how the superseded data were derived.
 LY1189
 LY1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL7287276940(NAD 83)
 LY1189_MARKER: DS = TRIANGULATION STATION DISK
 LY1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1189_STAMPING: BURKE STATION 1959
 LY1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1189+STABILITY: SURFACE MOTION
 LY1189
 LY1189  HISTORY     - Date     Condition        Report By
 LY1189  HISTORY     - 1959     MONUMENTED       CGS
 LY1189  HISTORY     - 1959     GOOD             CGS
 LY1189  HISTORY     - 1967     SEE DESCRIPTION  NGS
 LY1189  HISTORY     - 1974     SEE DESCRIPTION  NGS
 LY1189
 LY1189                          STATION DESCRIPTION
 LY1189
 LY1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY1189'THE STATION IS LOCATED ON A LOW TIMBERED HILL ABOUT 3.5 MILES EAST OF
 LY1189'THE SMALL VILLAGE OF STERLING, ABOUT 2.5 MILES NORTH OF
 LY1189'NEWFOUNDLAND, ABOUT 1.0 MILE EAST OF THE WAYNE-PIKE COUNTY LINE AND
 LY1189'IS ON PROPERTY OWNED BY MR.  ROBERT BURKE.
 LY1189'
 LY1189'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 90, 290 AND
 LY1189'507, 0.1 MILE NORTH OF THE POST OFFICE IN NEWFOUNDLAND. GO
 LY1189'NORTH ON STATE HIGHWAY 90 AND 507 FOR 0.3 MILE TO THE JUNCTION OF
 LY1189'STATE HIGHWAY 90 AND 507. TURN RIGHT AND GO NORTHEAST ON STATE
 LY1189'HIGHWAY 507 FOR 2.29 MILES TO A FORK ON THE LEFT, NORTH, SIDE OF THE
 LY1189'HIGHWAY.  TAKE THE LEFT FORK AND GO NORTH ON A GRAVELED
 LY1189'ROAD FOR 0.2 MILE TO A T-ROAD INTERSECTION. TURN SHARP LEFT AND GO
 LY1189'WEST-NORTHWEST ON GRAVELED ROAD FOR 0.17 MILE TO A BOARD GATE
 LY1189'AND A DRIVE WAY ON THE RIGHT, NORTHWEST, SIDE OF THE ROAD.
 LY1189'TURN RIGHT AND GO NORTHWEST ON THE DRIVEWAY FOR 0.3 MILE TO MR.
 LY1189'BURKES BARN AND FARM HOUSE. TURN RIGHT, IN FRONT OF A GARAGE,
 LY1189'AND GO NORTHWEST ON A TRACK ROAD ALONG THE EAST SIDE OF A YARD FENCE
 LY1189'FOR 0.06 MILE TO AN EAST AND WEST FENCE LINE AND A LANE ON THE
 LY1189'LEFT. TURN LEFT AND GO WEST ON THE LANE ROAD FOR 0.05 MILE TO A FORK
 LY1189'AT THE END OF THE LANE. CONTINUE STRAIGHT AHEAD ON A TRACK
 LY1189'ROAD FOR 0.04 MILE TO A LARGE BOULDER ON THE LEFT, A LARGE
 LY1189'BOULDER ON THE RIGHT, AN 8-INCH MAPLE TREE WITH A TRIANGULAR BLAZE, A
 LY1189'STANDARD METAL WITNESS MARKER AND THE STATION AT THE
 LY1189'HIGHEST POINT OF THE HILL.
 LY1189'
 LY1189'THE STATION MARK, A STANDARD DISK STAMPED BURKE 1959, IS SET IN THE
 LY1189'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 LY1189'SURFACE OF THE GROUND. IT IS 30.6 FEET NORTHWEST OF THE CENTER OF A
 LY1189'TRACK ROAD, 25 FEET SOUTH OF THE SOUTH EDGE OF A LARGE 10 X
 LY1189'12 FOOT BOULDER WHICH PROJECTS ABOUT 8 FEET ABOVE THE SURFACE OF THE
 LY1189'GROUND, 20.8 FEET EAST-SOUTHEAST OF AN 8-INCH TRIANGULAR
 LY1189'BLAZED MAPLE TREE AND 5 FEET SOUTHEAST OF A STANDARD METAL WITNESS
 LY1189'POST AND MARKER.
 LY1189'
 LY1189'REFERENCE MARK 1, A STANDARD DISK STAMPED BURKE NO 1 1959, IS
 LY1189'CEMENTED IN A DRILL HOLE IN TOP OF A 2 X 3 FOOT BOULDER
 LY1189'IRREGULAR IN SHAPE AND PROJECTING ABOUT 2 INCHES ABOVE THE SURFACE OF
 LY1189'THE GROUND. IT IS 85.9 FEET SOUTHEAST OF AN 8-INCH TRIANGULAR
 LY1189'BLAZED MAPLE TREE, 72.8 FEET SOUTH-SOUTHEAST OF A STANDARD METAL
 LY1189'WITNESS POST AND MARKER, 37 FEET SOUTH-SOUTHEAST OF THE CENTER
 LY1189'OF A TRACK ROAD AND THE MARK IS ABOUT THE SAME ELEVATION AS THE
 LY1189'STATION.
 LY1189'
 LY1189'REFERENCE MARK 2, A STANDARD DISK STAMPED BURKE NO 2 1959, IS
 LY1189'CEMENTED IN A DRILL HOLE IN TOP OF A 3 X 4 FOOT BOULDER
 LY1189'IRREGULAR IN SHAPE AND PROJECTING ABOUT 8 INCHES ABOVE THE SURFACE OF
 LY1189'THE GROUND. IT IS 59.6 FEET NORTH-NORTHWEST OF THE
 LY1189'CENTER OF A TRACK ROAD, 29.3 FEET NORTHEAST OF AN 8-INCH TRIANGULAR
 LY1189'BLAZED MAPLE TREE, 28.3 FEET NORTH OF A STANDARD METAL WITNESS
 LY1189'POST AND MARKER, 4 FEET NORTHWEST OF THE WEST EDGE OF A LARGE 10 X 12
 LY1189'FOOT BOULDER WHICH PROJECTS ABOUT 8 FEET ABOVE THE SURFACE OF
 LY1189'THE GROUND AND THE MARK IS ABOUT THE SAME ELEVATION AS THE
 LY1189'STATION.
 LY1189'
 LY1189'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 LY1189'
 LY1189'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LY1189
 LY1189                          STATION RECOVERY (1959)
 LY1189
 LY1189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LY1189'2.5 MI N FROM NEWFOUNDLAND.
 LY1189'0.45 MILE NORTH ALONG HIGHWAY 90 FROM THE POST OFFICE IN
 LY1189'NEWFOUNDLAND TO JUNCTION OF HIGHWAYS 90 AND 507 THENCE 1.15 MILE
 LY1189'NORTHEAST ON ROUTE 507 THENCE 0.2 MILE NORTH ON GRAVEL ROAD THENCE
 LY1189'0.15 MILE WEST ON GRAVEL ROAD THENCE 0.40 MILE NORTH WEST ON
 LY1189'FARM ROAD AND PASTURE ROAD TO STATION, 68 FEET NORTH-NORTHWEST
 LY1189'OF RM 1, 48 FEET NORTH OF A 12 FOOT BY 6 FOOT BY 5 FOOT BOULDER,
 LY1189'31 FEET NORTH-NORTHWEST OF FIELD ROAD, 39 FEET WEST-SOUTH WEST
 LY1189'OF A 20 INCH RED MAPLE TREE, 33 FEET SOUTH OF RM 2, 27 FEET
 LY1189'SOUTH-SOUTH WEST OF A 10 FOOT BY 15 FOOT BY 7 FOOT BOULDER, ABOUT
 LY1189'6 INCHES ABOVE THE GROUND.
 LY1189
 LY1189                          STATION RECOVERY (1967)
 LY1189
 LY1189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LY1189'RECOVERED IN GOOD CONDITION ESSENTIALLY AS DESCRIBED.  REPORTED
 LY1189'BY PA. DEPT. OF HWYS TO BE DISTURBED BY THE CONSTRUCTION OF A NEW
 LY1189'HIGHWAY ABOUT 10-15-67.  BURKE 2 1967 WAS SET.
 LY1189'
 LY1189'RM 1 WAS SHOWN TO BE WITHIN THE PROPOSED PAVED AREA OF THE WEST
 LY1189'BOUND LANE.  STATION MARK IS 15 FEET N OF THE ULTIMATE SHOULDER
 LY1189'EDGE, AND EXTENT OF CUT IF ANY, COULD NOT BE LEARNED FROM SCRANTON
 LY1189'HIGHWAY OFFICE.  THE ORIGINAL MARKS WERE ALL LEFT IN PLACE
 LY1189'AT THIS TIME.  AN RM 3 WAS SET.
 LY1189'
 LY1189'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-2.5 MILES N OF
 LY1189'NEWFOUNDLAND.
 LY1189
 LY1189                          STATION RECOVERY (1974)
 LY1189
 LY1189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LY1189'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 LY1189'A NEW TRIANGULATION STATION BURKE 2 1967 HAS BEEN
 LY1189'ESTABLISHED JUST NORTH OF THIS STATION. BURKE 2 1967 WAS INTERSECTED
 LY1189'AND TRAVERSED TO FROM AT THIS DATE.  A SHORTER DISTANCE OF 0.04
 LY1189'FOOT OR 0.012 METER WAS NOTED TO REFERENCE MARK 1. IT IS BELIEVED THE
 LY1189'FORMER MEASUREMENT TO REFERENCE MARK 1 WAS A SLOPE
 LY1189'MEASUREMENT. THE DIRECTIONS AND DISTANCES TO ALL OTHER OBJECTS WERE
 LY1189'WITHIN CLOSE AGREEMENT WITH THE 1959 OBSERVATIONS.
 LY1189'
 LY1189'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 LY1189'
 LY1189'THE STATION IS LOCATED ALONG THE NORTH SIDE OF INTERSTATE HIGHWAY 84
 LY1189'AND ON THE TOP OF A HILL WHICH IS CUT OFF ON THE SOUTH SIDE TO
 LY1189'ALLOW HIGHWAY I 84 TO PASS THROUGH. IT IS ABOUT 3-1/2 MILES EAST OF
 LY1189'STERLING, 2-1/2 MILES NORTH OF NEWFOUNDLAND AND ABOUT 1/2 MILE
 LY1189'NORTH OF WILLENPAUPACK CREEK. THE PROPERTY IS OWNED BY MRS. ROBERT
 LY1189'BURKE AND MRS. BURKE LIVES IN THE FARM HOUSE MENTIONED LATER
 LY1189'IN THIS DESCRIPTION.
 LY1189'
 LY1189'TO REACH FROM THE POST OFFICE IN GREENTOWN, GO NORTH ON STATE HIGHWAY
 LY1189'507 FOR 1-1/2 MILES TO INTERSTATE HIGHWAY 84. PASS UNDER THE
 LY1189'HIGHWAY AND CONTINUE NORTHERLY ON STATE HIGHWAY 507 FOR 0.2 MILE TO A
 LY1189'SIDE ROAD LEFT. TURN LEFT AND GO WESTERLY ON A PAVED ROAD
 LY1189'FOR 0.1 MILE TO A T-INTERSECTION. TURN LEFT AND GO SOUTH, SOUTHWEST
 LY1189'AND NORTHWEST ON A WINDING ROAD FOR 0.55 MILE TO MRS.
 LY1189'BURKES FARM ON THE LEFT AND A DIM FIELD ROAD LEADING TO THE
 LY1189'NORTHWEST, ALONG THE EAST SIDE OF THE FARM HOUSE. BEAR LEFT AND GO
 LY1189'NORTHWEST AND WEST ON THE DIM FIELD ROAD FOR 0.15 MILE TO
 LY1189'THE TOP OF THE HILL IN A WOODED AREA AND THE STATION.
 LY1189'
 LY1189'THE STATION MARK IS A STANDARD DISK STAMPED BURKE 1959, SET IN THE
 LY1189'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 LY1189'1-INCH. IT IS 81 FEET NORTH OF A FENCE LINE ALONG THE NORTH SIDE OF
 LY1189'HIGHWAY I84, 25 FEET SOUTH OF THE SOUTH FACE OF A VERY LARGE
 LY1189'BOULDER, 37 FEET SOUTHWEST OF A 36-INCH MAPLE TREE AND 1.2 FEET NORTH
 LY1189'OF A WITNESS POST. (NOTE 1A 7A)
 LY1189'
 LY1189'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BURKE NO 1 1959, CEMENTED
 LY1189'IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE SURFACE.
 LY1189'IT IS 67 FEET SOUTHEAST OF THE WITNESS POST AND ABOUT THE SAME
 LY1189'ELEVATION AS THE STATION. (NOTE 12C)
 LY1189'
 LY1189'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BURKE NO 2 1959, CEMENTED
 LY1189'IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE SURFACE.
 LY1189'IT IS 34 FEET NORTH OF THE WITNESS POST AND 4 FEET WEST OF THE WEST
 LY1189'FACE OF THE BOULDER. IT IS NEARLY ON LINE WITH BURKE 2 1967.
 LY1189'(NOTE 12C)
 LY1189'
 LY1189'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BURKE 2 NO 3 1967, SET IN
 LY1189'A DRILL HOLE IN A BOULDER WHICH PROJECTS 1 FOOT. IT IS 102
 LY1189'FEET NORTHWEST OF THE WITNESS POST AND 6 FEET SOUTHWEST OF A 12-INCH
 LY1189'TREE. (NOTE 12C)
 LY1189'
 LY1189'INTERSECTION STATION GOULDS LOOKOUT TOWER 1959 MAY BE USED FOR AN
 LY1189'AZIMUTH FROM THIS STATION. SEE DESCRIPTIONS THEREOF FOR
 LY1189'STATIONS BURKE 2 1967 AND THE LOOKOUT TOWER.
 LY1189'
 LY1189'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2-1/2 MILES NORTH
 LY1189'OF NEWFOUNDLAND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1190 ***********************************************************************
 LY1190  DESIGNATION -  BURKE 2
 LY1190  PID         -  LY1190
 LY1190  STATE/COUNTY-  PA/PIKE
 LY1190  USGS QUAD   -  NEWFOUNDLAND (1992)
 LY1190
 LY1190                         *CURRENT SURVEY CONTROL
 LY1190  ___________________________________________________________________
 LY1190* NAD 83(1992)-  41 20 37.28967(N)    075 19 27.50329(W)     ADJUSTED  
 LY1190* NAVD 88     -       465.37   (meters)    1526.8    (feet)  RESET     
 LY1190  ___________________________________________________________________
 LY1190  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 LY1190  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 LY1190
 LY1190  HORZ ORDER  -  THIRD
 LY1190  VERT ORDER  -  THIRD
 LY1190
 LY1190.The horizontal coordinates were established by classical geodetic methods
 LY1190.and adjusted by the National Geodetic Survey in June 2002..
 LY1190.No horizontal observational check was made to the station.
 LY1190
 LY1190.The orthometric height was computed from unverified reset data.
 LY1190.No vertical observational check was made to the station.
 LY1190
 LY1190.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY1190
 LY1190.The geoid height was determined by GEOID03.
 LY1190
 LY1190;                    North         East     Units Scale Factor Converg.
 LY1190;SPC PA N     -   133,555.684   802,987.227   MT  0.99995766   +1 36 16.9
 LY1190;SPC PA N     -   438,173.94  2,634,467.26   sFT  0.99995766   +1 36 16.9
 LY1190;UTM  18      - 4,576,961.953   472,867.482   MT  0.99960906   -0 12 51.2
 LY1190
 LY1190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY1190!SPC PA N     -   0.99993198  x   0.99995766  =   0.99988964
 LY1190!UTM  18      -   0.99993198  x   0.99960906  =   0.99954107
 LY1190
 LY1190|---------------------------------------------------------------------|
 LY1190| PID    Reference Object                     Distance      Geod. Az  |
 LY1190|                                                           dddmmss.s |
 LY1190| LY1189 BURKE                                22.312 METERS 16805     |
 LY1190| LY1191 BURKE RM 2                           12.227 METERS 16931     |
 LY1190| LY2704 GOULDS LOOKOUT TOWER                APPROX. 6.0 KM 2174902.1 |
 LY1190| CB3697 BURKE 2 RM 3                         19.232 METERS 26257     |
 LY1190|---------------------------------------------------------------------|
 LY1190
 LY1190                          SUPERSEDED SURVEY CONTROL
 LY1190
 LY1190  NAD 83(1996)-  41 20 37.29005(N)    075 19 27.50504(W) AD(       ) 3
 LY1190  NAD 83(1996)-  41 20 37.29048(N)    075 19 27.50554(W) AD(       ) 3
 LY1190  NAD 83(1986)-  41 20 37.29079(N)    075 19 27.50474(W) AD(       ) 3
 LY1190  NAD 27      -  41 20 36.97287(N)    075 19 28.84301(W) AD(       ) 3
 LY1190  NGVD 29 (02/24/03)  465.57   (m)         1527.5    (f) RESET       3  
 LY1190
 LY1190.Superseded values are not recommended for survey control.
 LY1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1190.See file dsdata.txt to determine how the superseded data were derived.
 LY1190
 LY1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL7286776962(NAD 83)
 LY1190_MARKER: DS = TRIANGULATION STATION DISK
 LY1190_SETTING: 80 = SET IN A BOULDER
 LY1190_SP_SET: BOULDER
 LY1190_STAMPING: BURKE 2 1967
 LY1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1190+STABILITY: SURFACE MOTION
 LY1190
 LY1190  HISTORY     - Date     Condition        Report By
 LY1190  HISTORY     - 1967     MONUMENTED       CGS
 LY1190  HISTORY     - 1974     GOOD             NGS
 LY1190  HISTORY     - 1974     GOOD             NGS
 LY1190
 LY1190                          STATION DESCRIPTION
 LY1190
 LY1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (NCS)
 LY1190'STATION IS LOCATED ON A LOW TIMBERED HILL ABOUT 3.5 MILES E OF
 LY1190'STERLING AND 2.5 MILES N OF NEWFOUNDLAND, 0.8 MILE E OF THE
 LY1190'WAYNE-PIKE COUNTY LINE AND 0.5 MILE N OF WALLENPAUPACK CREEK.  (THIS
 LY1190'WILL BE ABOUT 0.6 MILE W OF STATE HWY 507 ALONG THE NEW ROAD
 LY1190'INTERSTATE 85).  ABOUT 105 FEET N OF THE CENTERLINE OF THE PROPOSED
 LY1190'LANE OF THE HIGHWAY AND 60 FEET S OF THE PROPOSED
 LY1190'RIGHT-OF-WAY LINE FOR LIMITED ACCESS, BETWEEN HIGHWAY STATIONS 43 AND
 LY1190'44 ACCORDING TO THE PLAN.  THERE HAS BEEN NO CLEARING AND
 LY1190'NO STAKES SET AS YET.
 LY1190'
 LY1190'RM 2 IS STAMPED BURKE NO 2 1959 (ARROW DOES NOT POINT TO BURKE 2, BUT
 LY1190'NEARLY STRAIGHT AWAY FROM IT), SET IN A DRILL HOLE IN A
 LY1190'BOULDER THAT PROJECTS 6 INCHES.  IT IS ABOUT 48 FEET N OF THE
 LY1190'PROPOSED EDGE OF THE N SHOULDER OF THE WESTBOUND LANE, AND
 LY1190'4 FEET NW OF THE NW SIDE OF A LARGE BOULDER THAT PROJECTS 6 FEET.
 LY1190'
 LY1190'RM 3 IS A STANDARD DISK STAMPED BURKE 2 NO 3 1967, SET IN A DRILL
 LY1190'HOLE IN THE SOUTHEAST END OF A LARGE 6 BY 8 FOOT BOULDER
 LY1190'THAT PROJECTS 18 INCHES.
 LY1190'
 LY1190'TO REACH THE STATION FROM THE JUNCTION OF STATE HWYS 447, 507 AND 191
 LY1190'IN NEWFOUNDLAND (WAYNE COUNTY), GO N ON 507 FOR 2.6 MILES
 LY1190'TO A DIRT ROAD ON THE LEFT, TURN LEFT AND GO N FOR 0.2 MILE TO AN
 LY1190'INTERSECTION, TURN SHARP LEFT AND GO SOUTHWEST FOR 0.2
 LY1190'MILE TO A WIRE GATE AND DRIVEWAY ON THE RIGHT, TURN RIGHT AND GO 0.3
 LY1190'MILE TO BURKES HOUSE.  FROM HERE, STATION IS ABOUT 0.2
 LY1190'MILE W AT TOP OF GRADE, 40 FEET N OF A MASSIVE BOULDER 6 FEET HIGH,
 LY1190'PRESENT ROADS MAY BE BLOCKED WHEN NEW HIGHWAY IS BUILT.  ALL
 LY1190'MARKS ARE IN DENSE HARDWOOD GROWTH, AND NO DISTANT OBJECT IS
 LY1190'NOW VISIBLE FROM GROUND.
 LY1190
 LY1190                          STATION RECOVERY (1974)
 LY1190
 LY1190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LY1190'(RM 1 OBSTRUCTED).
 LY1190'
 LY1190'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 LY1190'CONDITION.  BURKE RM 1 1959 IS OBSTRUCTED FROM THIS STATION.
 LY1190'STATION BURKE 1959 IS LOCATED JUST SOUTH OF THIS STATION AND NEARLY
 LY1190'ON LINE TO REFERENCE MARK 2.  A TRAVERSE TIE WAS MADE TO BURKE 1959
 LY1190'AT THIS DATE.  THE DIRECTION TO ALL POINTS WERE WITHIN CLOSE
 LY1190'AGREEMENT WITH THE 1967 OBSERVATIONS.  A SLIGHT DIFFERENCE IN
 LY1190'DISTANCE WAS OBTAINED TO BOTH REFERENCE MARKS.
 LY1190'
 LY1190'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 LY1190'
 LY1190'THE STATION IS LOCATED ALONG THE NORTH SIDE OF INTERSTATE HIGHWAY 84
 LY1190'AND ON THE TOP OF A HILL WHICH IS CUT OFF ON THE SOUTH SIDE TO ALLOW
 LY1190'THE HIGHWAY TO PASS THROUGH.  IT IS ABOUT 3-1/2 MILES EAST OF
 LY1190'STERLING, 2-1/2 MILES NORTH OF NEWFOUNDLAND, 1-1/2 MILES NORTH OF
 LY1190'GREENTOWN AND 1/2 MILE NORTH OF WILLENPAUPACK CREEK.  THE
 LY1190'PROPERTY IS OWNED BY MRS. ROBERT BURKE AND MRS. BURKES RESIDENCE
 LY1190'IS MENTIONED LATER IN THIS DESCRIPTION.
 LY1190'
 LY1190'TO REACH THE STATION FROM POST OFFICE IN GREENTOWN, GO NORTH ON STATE
 LY1190'HIGHWAY 507 FOR 1-1/2 MILES TO INTERSTATE HIGHWAY 507.  PASS UNDER
 LY1190'THE HIGHWAY AND CONTINUE NORTHERLY ON STATE HIGHWAY 507 FOR 0.2
 LY1190'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WESTERLY ON A PAVED
 LY1190'ROAD FOR 0.1 MILE TO A T-INTERSECTION.  TURN LEFT AND GO SOUTH,
 LY1190'SOUTHWEST AND NORTHWEST ON A WINDING ROAD FOR 0.55 MILE TO MRS.
 LY1190'BURKES FARM ON THE LEFT AND A DIM FIELD ROAD LEADING TO THE
 LY1190'NORTHWEST, ALONG THE EAST SIDE OF THE HOUSE.  BEAR LEFT AND GO
 LY1190'NORTHWEST AND WEST ON THE FIELD ROAD FOR 0.15 MILE TO A WOODED AREA
 LY1190'AND THE STATION.
 LY1190'
 LY1190'THE STATION MARK IS A STANDARD DISK STAMPED BURKE 2 1967, CEMENTED IN
 LY1190'A DRILL HOLE IN A BOULDER WHICH PROJECTS 6-INCHES.  IT IS 150 FEET
 LY1190'NORTH OF A FENCE ALONG THE NORTH SIDE OF INTERSTATE HIGHWAY 84,
 LY1190'74.5 FEET NORTH OF A WITNESS POST, 51 FEET NORTHWEST OF A 36-INCH
 LY1190'MAPLE TREE AND 38 FEET NORTHWEST OF THE NORTH SIDE OF A LARGE
 LY1190'BOULDER.
 LY1190'
 LY1190'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BURKE NO 2 1959, CEMENTED
 LY1190'IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE SURFACE.  THE
 LY1190'ARROW ON THE DISK IS POINTING NEARLY 180 DEGREES OFF OF THIS
 LY1190'STATION AND IS POINTING TOWARDS STATION BURKE 1959.  IT IS 34 FEET
 LY1190'NORTH OF THE WITNESS POST AND 4 FEET WEST OF THE WEST FACE OF THE
 LY1190'LARGE BOULDER.
 LY1190'
 LY1190'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BURKE 2 NO 3 1967,
 LY1190'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 1 FOOT.  IT IS
 LY1190'102 FEET NORTHWEST OF THE WITNESS POST AND 6 FEET SOUTHWEST OF A
 LY1190'12-INCH TREE.
 LY1190'
 LY1190'INTERSECTION STATION GOULDS LOOKOUT TOWER 1959 MAY BE USED FOR AN
 LY1190'AZIMUTH FROM THIS STATION.  SEE DESCRIPTION THEREOF.
 LY1190'
 LY1190'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES NORTH
 LY1190'OF NEWFOUNDLAND.
 LY1190
 LY1190                          STATION RECOVERY (1974)
 LY1190
 LY1190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LY1190'2.4 MI N FROM NEWFOUNDLAND.
 LY1190'0.45 MILE NORTH ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT
 LY1190'NEWFOUNDLAND, THENCE 1.15 MILES NORTHEAST ALONG STATE HIGHWAY
 LY1190'507, THENCE 0.2 MILE NORTH ALONG A GRAVEL ROAD, THENCE 0.15
 LY1190'MILE WEST ALONG A GRAVEL ROAD, THENCE 0.4 MILE NORTHWEST ALONG
 LY1190'A FARM AND PASTURE ROAD, SET IN THE TOP OF A BOULDER PROJECTING
 LY1190'1/2 FOOT, 150 FEET NORTH OF THE NORTH FENCE LINE OF INTERSTATE
 LY1190'HIGHWAY 84, 74.5 FEET NORTH OF A METAL WITNESS POST, 73.21
 LY1190'FEET NORTH OF BURKE 1959, 63.10 FEET EAST OF RM 3--NO ELEVATION,
 LY1190'51 FEET NORTHWEST OF A 36 INCH MAPLE TREE, 40.12 FEET NORTH
 LY1190'OF RM 2, 38 FEET NORTHWEST OF THE NORTH SIDE OF A LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1188 ***********************************************************************
 LY1188  DESIGNATION -  BURKE RM 1
 LY1188  PID         -  LY1188
 LY1188  STATE/COUNTY-  PA/PIKE
 LY1188  USGS QUAD   -  NEWFOUNDLAND (1992)
 LY1188
 LY1188                         *CURRENT SURVEY CONTROL
 LY1188  ___________________________________________________________________
 LY1188* NAD 83(1986)-  41 20 36.     (N)    075 19 25.     (W)     SCALED    
 LY1188* NAVD 88     -       465.632  (meters)    1527.66   (feet)  ADJUSTED  
 LY1188  ___________________________________________________________________
 LY1188  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 LY1188  DYNAMIC HT  -         465.422 (meters)    1526.97  (feet)  COMP
 LY1188  MODELED GRAV-     980,157.7   (mgal)                       NAVD 88
 LY1188
 LY1188  VERT ORDER  -  SECOND    CLASS 0
 LY1188
 LY1188.The horizontal coordinates were scaled from a topographic map and have
 LY1188.an estimated accuracy of +/- 6 seconds.
 LY1188
 LY1188.The orthometric height was determined by differential leveling
 LY1188.and adjusted by the National Geodetic Survey in June 1991..
 LY1188
 LY1188.The geoid height was determined by GEOID03.
 LY1188
 LY1188.The dynamic height is computed by dividing the NAVD 88
 LY1188.geopotential number by the normal gravity value computed on the
 LY1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1188.degrees latitude (g = 980.6199 gals.).
 LY1188
 LY1188.The modeled gravity was interpolated from observed gravity values.
 LY1188
 LY1188;                    North         East    Units  Estimated Accuracy
 LY1188;SPC PA N     -   133,520.      803,050.      MT  (+/- 180 meters Scaled)
 LY1188
 LY1188                          SUPERSEDED SURVEY CONTROL
 LY1188
 LY1188  NGVD 29 (??/??/92)  465.837  (m)         1528.33   (f) ADJ UNCH    2 0
 LY1188
 LY1188.Superseded values are not recommended for survey control.
 LY1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1188.See file dsdata.txt to determine how the superseded data were derived.
 LY1188
 LY1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL729769(NAD 83)
 LY1188_MARKER: DR = REFERENCE MARK DISK
 LY1188_SETTING: 80 = SET IN A BOULDER
 LY1188_SP_SET: BOULDER
 LY1188_STAMPING: BURKE NO 1 1959
 LY1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1188+STABILITY: SURFACE MOTION
 LY1188
 LY1188  HISTORY     - Date     Condition        Report By
 LY1188  HISTORY     - 1959     MONUMENTED       CGS
 LY1188
 LY1188                          STATION DESCRIPTION
 LY1188
 LY1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1188'2.5 MI N FROM NEWFOUNDLAND.
 LY1188'0.45 MILE NORTH ALONG HIGHWAY 90 FROM THE POST OFFICE IN
 LY1188'NEWFOUNDLAND TO JUNCTION OF HIGHWAYS 90 AND 507 THENCE 1.15 MILE
 LY1188'NORTHEAST ON ROUTE 507 THENCE 0.2 MILE NORTH ON GRAVEL ROAD THENCE
 LY1188'0.15 MILE WEST ON GRAVEL ROAD THENCE 0.40 MILE NORTH WEST ON
 LY1188'FARM ROAD AND PASTURE ROAD, SET IN TOP CENTER OF A 3 FOOT BY 2
 LY1188'FOOT BOULDER PROJECTING 6 INCHES, 88 FEET SOUTH OF A 20 INCH RED
 LY1188'MAPLE TREE, 88 FEET SOUTH-SOUTHEAST OF A 10 FOOT BY 15 FOOT
 LY1188'BY 7 FOOT BOULDER, 97 FEET SOUTH-SOUTHEAST OF RM 2, 68 FEET SOUTH
 LY1188'EAST OF THE STATION BM, 31 FEET EAST OF A 12 FOOT BY 6 FOOT BY
 LY1188'5 FOOT BOULDER, 38 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 LY1188'FIELD ROAD, ABOUT 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1191 ***********************************************************************
 LY1191  DESIGNATION -  BURKE RM 2
 LY1191  PID         -  LY1191
 LY1191  STATE/COUNTY-  PA/PIKE
 LY1191  USGS QUAD   -  NEWFOUNDLAND (1992)
 LY1191
 LY1191                         *CURRENT SURVEY CONTROL
 LY1191  ___________________________________________________________________
 LY1191* NAD 83(1986)-  41 20 36.     (N)    075 19 26.     (W)     SCALED    
 LY1191* NAVD 88     -       465.553  (meters)    1527.40   (feet)  ADJUSTED  
 LY1191  ___________________________________________________________________
 LY1191  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 LY1191  DYNAMIC HT  -         465.343 (meters)    1526.71  (feet)  COMP
 LY1191  MODELED GRAV-     980,157.8   (mgal)                       NAVD 88
 LY1191
 LY1191  VERT ORDER  -  SECOND    CLASS 0
 LY1191
 LY1191.The horizontal coordinates were scaled from a topographic map and have
 LY1191.an estimated accuracy of +/- 6 seconds.
 LY1191
 LY1191.The orthometric height was determined by differential leveling
 LY1191.and adjusted by the National Geodetic Survey in June 1991..
 LY1191
 LY1191.The geoid height was determined by GEOID03.
 LY1191
 LY1191.The dynamic height is computed by dividing the NAVD 88
 LY1191.geopotential number by the normal gravity value computed on the
 LY1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1191.degrees latitude (g = 980.6199 gals.).
 LY1191
 LY1191.The modeled gravity was interpolated from observed gravity values.
 LY1191
 LY1191;                    North         East    Units  Estimated Accuracy
 LY1191;SPC PA N     -   133,520.      803,020.      MT  (+/- 180 meters Scaled)
 LY1191
 LY1191                          SUPERSEDED SURVEY CONTROL
 LY1191
 LY1191  NGVD 29 (??/??/92)  465.758  (m)         1528.07   (f) ADJ UNCH    2 0
 LY1191
 LY1191.Superseded values are not recommended for survey control.
 LY1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1191.See file dsdata.txt to determine how the superseded data were derived.
 LY1191
 LY1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL729769(NAD 83)
 LY1191_MARKER: DR = REFERENCE MARK DISK
 LY1191_SETTING: 80 = SET IN A BOULDER
 LY1191_SP_SET: BOULDER
 LY1191_STAMPING: BURKE NO 2 1959
 LY1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1191+STABILITY: SURFACE MOTION
 LY1191
 LY1191  HISTORY     - Date     Condition        Report By
 LY1191  HISTORY     - 1959     MONUMENTED       CGS
 LY1191
 LY1191                          STATION DESCRIPTION
 LY1191
 LY1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1191'2.5 MI N FROM NEWFOUNDLAND.
 LY1191'0.45 MILE NORTH ALONG HIGHWAY 90 FROM THE POST OFFICE IN
 LY1191'NEWFOUNDLAND TO JUNCTION OF HIGHWAYS 90 AND 507 THENCE 1.15 MILE
 LY1191'NORTHEAST ON ROUTE 507 THENCE 0.2 MILE NORTH ON GRAVEL ROAD
 LY1191'THENCE 0.15 MILE WEST ON GRAVEL ROAD THENCE 0.40 MILE NORTHWEST ON
 LY1191'FARM ROAD AND PASTURE ROAD, SET IN TOP CENTER OF A 2 FOOT BY 2
 LY1191'FOOT BOULDER PROJECTING 1 FOOT, 97 FEET NORTH-NORTH WEST OF RM
 LY1191'1, 28 FEET WEST-NORTHWEST OF A 20 INCH RED MAPLE TREE, 34 FEET
 LY1191'NORTH OF STATION BM, 5 FEET WEST-NORTHWEST OF A 10 FOOT BY 15
 LY1191'FOOT BY 7 FOOT BOULDER, 82 FEET NORTH OF A 12 FOOT BY 6 FOOT
 LY1191'BY 5 FOOT BOULDER, 64 FEET NORTH-NORTHWEST OF THE CENTERLINE
 LY1191'OF THE FARM ROAD, ABOUT 1 FOOT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1696 ***********************************************************************
 MA1696  DESIGNATION -  BURKETT
 MA1696  PID         -  MA1696
 MA1696  STATE/COUNTY-  PA/JEFFERSON
 MA1696  USGS QUAD   -  HAZEN (1994)
 MA1696
 MA1696                         *CURRENT SURVEY CONTROL
 MA1696  ___________________________________________________________________
 MA1696* NAD 83(1992)-  41 08 03.34206(N)    078 55 14.58804(W)     ADJUSTED  
 MA1696* NAVD 88     -       578.021  (meters)    1896.39   (feet)  ADJUSTED  
 MA1696  ___________________________________________________________________
 MA1696  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 MA1696  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 MA1696  DYNAMIC HT  -         577.741 (meters)    1895.47  (feet)  COMP
 MA1696  MODELED GRAV-     980,119.2   (mgal)                       NAVD 88
 MA1696
 MA1696  HORZ ORDER  -  SECOND
 MA1696  VERT ORDER  -  SECOND    CLASS 0
 MA1696
 MA1696.The horizontal coordinates were established by classical geodetic methods
 MA1696.and adjusted by the National Geodetic Survey in June 2002..
 MA1696
 MA1696.The orthometric height was determined by differential leveling
 MA1696.and adjusted by the National Geodetic Survey in June 1991..
 MA1696
 MA1696.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1696
 MA1696.The geoid height was determined by GEOID03.
 MA1696
 MA1696.The dynamic height is computed by dividing the NAVD 88
 MA1696.geopotential number by the normal gravity value computed on the
 MA1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1696.degrees latitude (g = 980.6199 gals.).
 MA1696
 MA1696.The modeled gravity was interpolated from observed gravity values.
 MA1696
 MA1696;                    North         East     Units Scale Factor Converg.
 MA1696;SPC PA N     -   108,119.181   501,707.537   MT  0.99996899   -0 46 28.1
 MA1696;SPC PA N     -   354,721.01  1,646,018.81   sFT  0.99996899   -0 46 28.1
 MA1696;UTM  17      - 4,555,745.187   674,520.621   MT  0.99997486   +1 22 05.3
 MA1696
 MA1696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1696!SPC PA N     -   0.99991441  x   0.99996899  =   0.99988341
 MA1696!UTM  17      -   0.99991441  x   0.99997486  =   0.99988928
 MA1696
 MA1696|---------------------------------------------------------------------|
 MA1696| PID    Reference Object                     Distance      Geod. Az  |
 MA1696|                                                           dddmmss.s |
 MA1696| MA1695 BURKETT RM 2                          3.750 METERS 09740     |
 MA1696| MA1694 BURKETT AZ                          APPROX. 0.7 KM 1380426.6 |
 MA1696| MA1697 BURKETT RM 1                          3.268 METERS 34555     |
 MA1696|---------------------------------------------------------------------|
 MA1696
 MA1696                          SUPERSEDED SURVEY CONTROL
 MA1696
 MA1696  NAD 83(1986)-  41 08 03.34311(N)    078 55 14.59049(W) AD(       ) 2
 MA1696  NAD 27      -  41 08 03.11143(N)    078 55 15.46727(W) AD(       ) 2
 MA1696  NGVD 29 (??/??/92)  578.162  (m)         1896.85   (f) ADJ UNCH    2 0
 MA1696
 MA1696.Superseded values are not recommended for survey control.
 MA1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1696.See file dsdata.txt to determine how the superseded data were derived.
 MA1696
 MA1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF7452155745(NAD 83)
 MA1696_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1696
 MA1696  HISTORY     - Date     Condition        Report By
 MA1696  HISTORY     - 1958     MONUMENTED       CGS
 MA1696
 MA1696                          STATION DESCRIPTION
 MA1696
 MA1696'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 MA1696'THE STATION IS LOCATED ON A STEEP HILLSIDE ABOUT 2-1/2 MILES
 MA1696'NORTHWEST OF REYNOLDSVILLE, ABOUT 1 MILE NORTH OF DEEMERS
 MA1696'CROSSROAD.  IT IS 110 FEET NORTH OF THE NORTH END OF A FARM HOUSE, 14
 MA1696'FEET NORTHWEST OF A 24-INCH APPLE TREE AND 4 FEET NORTHWEST OF A
 MA1696'WHITE WITNESS POST.
 MA1696'
 MA1696'TO REACH THE STATION FROM THE POST OFFICE IN REYNOLDSVILLE, GO
 MA1696'NORTHWEST ON U.S. HIGHWAY 322 FOR 3.13 MILES TO A CROSSROAD
 MA1696'AND JAMIES CAFE AND BAR ON THE RIGHT.  TURN RIGHT AND GO NORTHERLY ON
 MA1696'A PAVED ROAD FOR 0.4 MILE TO A FORK.  TAKE THE LEFT FORK AND
 MA1696'CONTINUE NORTHERLY FOR 0.68 MILE TO A DRIVEWAY AND MR. BURKETTS MAIL
 MA1696'BOX ON THE RIGHT.  TURN RIGHT AND GO EASTERLY ON THE DRIVEWAY
 MA1696'FOR 0.21 MILE TO A FARM HOUSE AND THE STATION AS DESCRIBED.
 MA1696'
 MA1696'THE STATION MARK, A STANDARD DISK STAMPED BURKETT 1958, IS SET IN THE
 MA1696'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 1 INCH ABOVE
 MA1696'THE SURFACE OF THE GROUND.
 MA1696'
 MA1696'REFERENCE MARK NO 1, A STANDARD DISK STAMPED BURKETT NO 1 1958, IS
 MA1696'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 MA1696'1 INCH ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 2 FEET HIGHER
 MA1696'THEN THE STATION.
 MA1696'
 MA1696'REFERENCE MARK NO 2, A STANDARD DISK STAMPED BURKETT NO 2 1958, IS
 MA1696'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 MA1696'SURFACE OF THE GROUND AND ABOUT THE SAME ELEVATION AS THE STATION.
 MA1696'IT IS 4 FEET NORTH OF A 24-INCH APPLE TREE.
 MA1696'NOTE- THE AZIMUTH MARK WAS USED AND DESCRIBED AS A
 MA1696'STATION (A TELLUROMETER STATION).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1694 ***********************************************************************
 MA1694  DESIGNATION -  BURKETT AZ
 MA1694  PID         -  MA1694
 MA1694  STATE/COUNTY-  PA/JEFFERSON
 MA1694  USGS QUAD   -  HAZEN (1994)
 MA1694
 MA1694                         *CURRENT SURVEY CONTROL
 MA1694  ___________________________________________________________________
 MA1694* NAD 83(1992)-  41 07 45.37726(N)    078 54 53.25101(W)     ADJUSTED  
 MA1694* NAVD 88     -       560.423  (meters)    1838.65   (feet)  ADJUSTED  
 MA1694  ___________________________________________________________________
 MA1694  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 MA1694  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 MA1694  DYNAMIC HT  -         560.151 (meters)    1837.76  (feet)  COMP
 MA1694  MODELED GRAV-     980,120.6   (mgal)                       NAVD 88
 MA1694
 MA1694  HORZ ORDER  -  SECOND
 MA1694  VERT ORDER  -  SECOND    CLASS 0
 MA1694
 MA1694.The horizontal coordinates were established by classical geodetic methods
 MA1694.and adjusted by the National Geodetic Survey in June 2002..
 MA1694
 MA1694.The orthometric height was determined by differential leveling
 MA1694.and adjusted by the National Geodetic Survey in June 1991..
 MA1694
 MA1694.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1694
 MA1694.The geoid height was determined by GEOID03.
 MA1694
 MA1694.The dynamic height is computed by dividing the NAVD 88
 MA1694.geopotential number by the normal gravity value computed on the
 MA1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1694.degrees latitude (g = 980.6199 gals.).
 MA1694
 MA1694.The modeled gravity was interpolated from observed gravity values.
 MA1694
 MA1694;                    North         East     Units Scale Factor Converg.
 MA1694;SPC PA N     -   107,558.342   502,197.676   MT  0.99996942   -0 46 14.0
 MA1694;SPC PA N     -   352,880.99  1,647,626.88   sFT  0.99996942   -0 46 14.0
 MA1694;UTM  17      - 4,555,203.061   675,031.388   MT  0.99997706   +1 22 18.9
 MA1694
 MA1694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1694!SPC PA N     -   0.99991717  x   0.99996942  =   0.99988660
 MA1694!UTM  17      -   0.99991717  x   0.99997706  =   0.99989424
 MA1694
 MA1694:                Primary Azimuth Mark                     Grid Az
 MA1694:SPC PA N     -  BECK                                     273 56 00.6
 MA1694:UTM  17      -  BECK                                     271 47 27.7
 MA1694
 MA1694|---------------------------------------------------------------------|
 MA1694| PID    Reference Object                     Distance      Geod. Az  |
 MA1694|                                                           dddmmss.s |
 MA1694| MA2295 BECK                                APPROX. 1.9 KM 2730946.6 |
 MA1694|---------------------------------------------------------------------|
 MA1694
 MA1694                          SUPERSEDED SURVEY CONTROL
 MA1694
 MA1694  NAD 83(1986)-  41 07 45.37821(N)    078 54 53.25337(W) AD(       ) 2
 MA1694  NAD 27      -  41 07 45.14655(N)    078 54 54.13070(W) AD(       ) 2
 MA1694  NGVD 29 (??/??/92)  560.564  (m)         1839.12   (f) ADJ UNCH    2 0
 MA1694
 MA1694.Superseded values are not recommended for survey control.
 MA1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1694.See file dsdata.txt to determine how the superseded data were derived.
 MA1694
 MA1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF7503155203(NAD 83)
 MA1694_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1694_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MA1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1694+STABILITY: SURFACE MOTION
 MA1694
 MA1694  HISTORY     - Date     Condition        Report By
 MA1694  HISTORY     - 1958     MONUMENTED       CGS
 MA1694
 MA1694                          STATION DESCRIPTION
 MA1694
 MA1694'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 MA1694'THE STATION IS LOCATED ABOUT 7 MILES WEST OF DUBOIS, ABOUT 5 MILES
 MA1694'EAST OF BROOKVILLE AND ABOUT 3 MILES NORTH- NORTHWEST OF
 MA1694'REYNOLDSVILLE.  IT IS 71 FEET NORTH OF A TRACK ROAD AND 3 FEET
 MA1694'SOUTHWEST OF A WHITE WITNESS POST.
 MA1694'
 MA1694'TO REACH THE STATION FROM THE POST OFFICE IN REYNOLDSVILLE GO
 MA1694'NORTHWEST ON U.S. HIGHWAY 322 FOR 3.13 MILES TO A SIDE ROAD ON
 MA1694'THE RIGHT AND JAMIES CAFE AND BAR.  TURN RIGHT AND GO NORTHERLY ON A
 MA1694'PAVED ROAD FOR 0.4 MILE TO A FORK, A GRAVELED ROAD.  TURN
 MA1694'RIGHT AND GO EAST-NORTHEAST ON THE GRAVELED ROAD FOR 0.61 MILE TO A
 MA1694'DIM TRACK ROAD ON THE RIGHT.  TURN RIGHT AND GO EASTERLY UPHILL
 MA1694'ACROSS THE MEADOW FOR 0.15 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 MA1694'ABOUT 25 YARDS TO THE EDGE OF THE TIMBER, TURN LEFT AND GO ALONG
 MA1694'THE TIMBER-LINE FOR ABOUT 25 YARDS TO THE STATION AS DESCRIBED.
 MA1694'
 MA1694'THE MARK IS A STANDARD DISK STAMPED BURKETT 1958 SET IN A SQUARE
 MA1694'MONUMENT AND PROJECTS ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5682 ***********************************************************************
 KV5682  DESIGNATION -  BURLINGTON BRISTOL BR TWR N LT
 KV5682  PID         -  KV5682
 KV5682  STATE/COUNTY-  PA/BUCKS
 KV5682  USGS QUAD   -  BRISTOL (1981)
 KV5682
 KV5682                         *CURRENT SURVEY CONTROL
 KV5682  ___________________________________________________________________
 KV5682* NAD 83(1992)-  40 04 54.39801(N)    074 52 10.56465(W)     ADJUSTED  
 KV5682* NAVD 88     -                                                        
 KV5682  ___________________________________________________________________
 KV5682  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 KV5682  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KV5682
 KV5682  HORZ ORDER  -  THIRD
 KV5682
 KV5682.The horizontal coordinates were established by classical geodetic methods
 KV5682.and adjusted by the National Geodetic Survey in June 2002..
 KV5682
 KV5682
 KV5682.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5682
 KV5682.The geoid height was determined by GEOID03.
 KV5682
 KV5682;                    North         East     Units Scale Factor Converg.
 KV5682;SPC PA S     -    87,109.225   845,626.241   MT  0.99998011   +1 52 07.6
 KV5682;SPC PA S     -   285,790.85  2,774,358.76   sFT  0.99998011   +1 52 07.6
 KV5682;SPC NJ       -   138,659.130   118,479.117   MT  0.99991223   -0 14 16.7
 KV5682;SPC NJ       -   454,917.50    388,710.24   sFT  0.99991223   -0 14 16.7
 KV5682;UTM  18      - 4,436,841.901   511,117.507   MT  0.99960152   +0 05 02.3
 KV5682
 KV5682                          SUPERSEDED SURVEY CONTROL
 KV5682
 KV5682  NAD 83(1996)-  40 04 54.39802(N)    074 52 10.56466(W) AD(       ) 4
 KV5682  NAD 83(1986)-  40 04 54.39644(N)    074 52 10.56643(W) AD(       ) 4
 KV5682  NAD 27      -  40 04 53.99900(N)    074 52 11.96800(W) AD(       ) 3
 KV5682
 KV5682.Superseded values are not recommended for survey control.
 KV5682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5682.See file dsdata.txt to determine how the superseded data were derived.
 KV5682
 KV5682_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1111836842(NAD 83)
 KV5682_MARKER: 14 = NAVIGATION LIGHT
 KV5682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5682+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2004
 KV5682
 KV5682  HISTORY     - Date     Condition        Report By
 KV5682  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV5682  HISTORY     - 1947     GOOD             CGS
 KV5682  HISTORY     - 20040222 GOOD             USPSQD
 KV5682
 KV5682                          STATION DESCRIPTION
 KV5682
 KV5682'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5682'STATION RECOVERED IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION
 KV5682'FOLLOWS-
 KV5682'
 KV5682'STATION IS LIGHT ATOP THE UPSTREAM END OF THE NORTH BRIDGE TOWER.
 KV5682
 KV5682                          STATION RECOVERY (2004)
 KV5682
 KV5682'RECOVERY NOTE BY US POWER SQUADRON 2004 (NCS)
 KV5682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0265 ***********************************************************************
 KW0265  DESIGNATION -  BURMA
 KW0265  PID         -  KW0265
 KW0265  STATE/COUNTY-  PA/SCHUYLKILL
 KW0265  USGS QUAD   -  TREMONT (1977)
 KW0265
 KW0265                         *CURRENT SURVEY CONTROL
 KW0265  ___________________________________________________________________
 KW0265* NAD 83(1992)-  40 39 58.06551(N)    076 23 38.78254(W)     ADJUSTED  
 KW0265* NAVD 88     -       490.470  (meters)    1609.15   (feet)  ADJUSTED  
 KW0265  ___________________________________________________________________
 KW0265  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 KW0265  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KW0265  DYNAMIC HT  -         490.224 (meters)    1608.34  (feet)  COMP
 KW0265  MODELED GRAV-     980,108.0   (mgal)                       NAVD 88
 KW0265
 KW0265  HORZ ORDER  -  SECOND
 KW0265  VERT ORDER  -  SECOND    CLASS 0
 KW0265
 KW0265.The horizontal coordinates were established by classical geodetic methods
 KW0265.and adjusted by the National Geodetic Survey in June 2002..
 KW0265
 KW0265.The orthometric height was determined by differential leveling
 KW0265.and adjusted by the National Geodetic Survey in June 1991..
 KW0265
 KW0265.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW0265
 KW0265.The geoid height was determined by GEOID03.
 KW0265
 KW0265.The dynamic height is computed by dividing the NAVD 88
 KW0265.geopotential number by the normal gravity value computed on the
 KW0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0265.degrees latitude (g = 980.6199 gals.).
 KW0265
 KW0265.The modeled gravity was interpolated from observed gravity values.
 KW0265
 KW0265;                    North         East     Units Scale Factor Converg.
 KW0265;SPC PA S     -   148,868.492   714,643.731   MT  0.99996655   +0 52 46.9
 KW0265;SPC PA S     -   488,412.71  2,344,626.97   sFT  0.99996655   +0 52 46.9
 KW0265;SPC PA N     -    56,365.292   714,652.220   MT  1.00004215   +0 53 49.1
 KW0265;SPC PA N     -   184,925.13  2,344,654.83   sFT  1.00004215   +0 53 49.1
 KW0265;UTM  18      - 4,502,629.630   382,162.119   MT  0.99977092   -0 54 30.9
 KW0265
 KW0265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW0265!SPC PA S     -   0.99992834  x   0.99996655  =   0.99989489
 KW0265!SPC PA N     -   0.99992834  x   1.00004215  =   0.99997049
 KW0265!UTM  18      -   0.99992834  x   0.99977092  =   0.99969928
 KW0265
 KW0265:                Primary Azimuth Mark                     Grid Az
 KW0265:SPC PA S     -  CRYSTAL                                  029 55 40.4
 KW0265:SPC PA N     -  CRYSTAL                                  029 54 38.2
 KW0265:UTM  18      -  CRYSTAL                                  031 42 58.2
 KW0265
 KW0265|---------------------------------------------------------------------|
 KW0265| PID    Reference Object                     Distance      Geod. Az  |
 KW0265|                                                           dddmmss.s |
 KW0265| KW0271 CRYSTAL                             APPROX. 1.6 KM 0304827.3 |
 KW0265| KW0264 BURMA RM 1                           26.310 METERS 20402     |
 KW0265| KW0266 BURMA RM 2                           25.730 METERS 29537     |
 KW0265|---------------------------------------------------------------------|
 KW0265
 KW0265                          SUPERSEDED SURVEY CONTROL
 KW0265
 KW0265  NAD 83(1986)-  40 39 58.06194(N)    076 23 38.78718(W) AD(       ) 2
 KW0265  NAD 27      -  40 39 57.74880(N)    076 23 39.95470(W) AD(       ) 2
 KW0265  NGVD 29 (??/??/??)  490.672  (m)         1609.81   (f) ADJUSTED    2 0
 KW0265
 KW0265.Superseded values are not recommended for survey control.
 KW0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0265.See file dsdata.txt to determine how the superseded data were derived.
 KW0265
 KW0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL8216202630(NAD 83)
 KW0265_MARKER: DS = TRIANGULATION STATION DISK
 KW0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0265_STAMPING: BURMA 1960
 KW0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0265+STABILITY: SURFACE MOTION
 KW0265
 KW0265  HISTORY     - Date     Condition        Report By
 KW0265  HISTORY     - 1960     MONUMENTED       CGS
 KW0265  HISTORY     - 1960     GOOD             CGS
 KW0265
 KW0265                          STATION DESCRIPTION
 KW0265
 KW0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW0265'STATION IS LOCATED ON A HIGH RIDGE, ABOUT 2-1/2 MILES NORTH OF
 KW0265'TREMONT, 3-1/2 MILES WEST OF BRANCH DALE, MR. LEON KOCHER AND MR. TED
 KW0265'RENNIGER, LAND OWNERS.
 KW0265'
 KW0265'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 209 AND STATE
 KW0265'HIGHWAY 125, AT THE EAST EDGE OF TREMONT.  GO EAST ON HIGHWAY 209
 KW0265'FOR 2.35 MILES TO THE JUNCTION WITH STATE HIGHWAY 25.  TURN LEFT AND
 KW0265'GO NORTHWEST AND WEST ON HIGHWAY 25 FOR 2.91 MILES TO A SIDEROAD
 KW0265'RIGHT AND SIGN SCHNEK COLLIARY IN THE NORTHEAST ANGLE.  TURN RIGHT
 KW0265'AND GO NORTH ON A GRAVELED ROAD FOR 0.2 MILE TO A TRIANGULAR
 KW0265'BLAZED SCRUBOAK TREE AND STATION ON THE RIGHT HAND SIDE OF THE ROAD.
 KW0265'
 KW0265'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF SQUARE CONCRETE
 KW0265'MONUMENTS.
 KW0265'
 KW0265'STATION MARK IS STAMPED BURMA 1960 AND PROJECTS ABOUT 4 INCHES.  IT
 KW0265'IS 40 FEET NORTH OF THE CENTER OF A GRAVELED ROAD AND 24.1 FEET
 KW0265'EAST OF A 4-INCH SCRUB OAK TREE.
 KW0265'
 KW0265'REFERENCE MARK NUMBER 1 IS STAMPED BURMA NO 1 1960 AND PROJECTS ABOUT
 KW0265'2 INCHES.  IT IS 15 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 87
 KW0265'FEET SOUTHWEST OF THE TRIANGULAR BLAZED SCRUB OAK TREE AND ABOUT 2
 KW0265'FEET LOWER THAN THE STATION MARK.
 KW0265'
 KW0265'REFERENCE MARK NUMBER 2 IS STAMPED BURMA NO 2 1960 AND PROJECTS ABOUT
 KW0265'1 INCH.  IT IS 18 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 61
 KW0265'FEET NORTHWEST OF THE TRIANGULAR BLAZED SCRUB OAK TREE AND ABOUT 2
 KW0265'FEET LOWER THAN THE STATION MARK.
 KW0265'
 KW0265'AN AZIMUTH MARK WAS NOT SET FOR THE STATION.
 KW0265'
 KW0265'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KW0265
 KW0265                          STATION RECOVERY (1960)
 KW0265
 KW0265'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KW0265'3.1 MI NW FROM NEWTOWN.
 KW0265'ABOUT 2.9 MILES NORTHWEST ALONG STATE HIGHWAY 25 FROM ITS
 KW0265'JUNCTION WITH U.S. HIGHWAY 209 AT THE NORTH EDGE OF THE VILLAGE
 KW0265'OF NEWTOWN, THENCE 0.2 MILE NORTH ALONG A MINING ROAD, ON THE
 KW0265'TOP OF A SCRUB OAK COVERED RIDGE, 40 FEET EAST OF THE CENTER
 KW0265'LINE OF THE ROAD, 24 FEET EAST OF A 6-INCH SCRUB OAK TREE WITH
 KW0265'BLAZE, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE
 KW0265'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF
 KW0265'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0264 ***********************************************************************
 KW0264  DESIGNATION -  BURMA RM 1
 KW0264  PID         -  KW0264
 KW0264  STATE/COUNTY-  PA/SCHUYLKILL
 KW0264  USGS QUAD   -  TREMONT (1977)
 KW0264
 KW0264                         *CURRENT SURVEY CONTROL
 KW0264  ___________________________________________________________________
 KW0264* NAD 83(1986)-  40 39 58.     (N)    076 23 39.     (W)     SCALED    
 KW0264* NAVD 88     -       489.151  (meters)    1604.82   (feet)  ADJUSTED  
 KW0264  ___________________________________________________________________
 KW0264  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KW0264  DYNAMIC HT  -         488.906 (meters)    1604.02  (feet)  COMP
 KW0264  MODELED GRAV-     980,108.2   (mgal)                       NAVD 88
 KW0264
 KW0264  VERT ORDER  -  SECOND    CLASS 0
 KW0264
 KW0264.The horizontal coordinates were scaled from a topographic map and have
 KW0264.an estimated accuracy of +/- 6 seconds.
 KW0264
 KW0264.The orthometric height was determined by differential leveling
 KW0264.and adjusted by the National Geodetic Survey in June 1991..
 KW0264
 KW0264.The geoid height was determined by GEOID03.
 KW0264
 KW0264.The dynamic height is computed by dividing the NAVD 88
 KW0264.geopotential number by the normal gravity value computed on the
 KW0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0264.degrees latitude (g = 980.6199 gals.).
 KW0264
 KW0264.The modeled gravity was interpolated from observed gravity values.
 KW0264
 KW0264;                    North         East    Units  Estimated Accuracy
 KW0264;SPC PA S     -   148,870.      714,640.      MT  (+/- 180 meters Scaled)
 KW0264
 KW0264                          SUPERSEDED SURVEY CONTROL
 KW0264
 KW0264  NGVD 29 (??/??/??)  489.353  (m)         1605.49   (f) ADJUSTED    2 0
 KW0264
 KW0264.Superseded values are not recommended for survey control.
 KW0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0264.See file dsdata.txt to determine how the superseded data were derived.
 KW0264
 KW0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL821026(NAD 83)
 KW0264_MARKER: DR = REFERENCE MARK DISK
 KW0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0264_STAMPING: BURMA NO 1 1960
 KW0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0264+STABILITY: SURFACE MOTION
 KW0264
 KW0264  HISTORY     - Date     Condition        Report By
 KW0264  HISTORY     - 1960     MONUMENTED       CGS
 KW0264
 KW0264                          STATION DESCRIPTION
 KW0264
 KW0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0264'3.1 MI NW FROM NEWTOWN.
 KW0264'ABOUT 2.9 MILES NORTHWEST ALONG STATE HIGHWAY 25 FROM ITS JUNCTION
 KW0264'WITH U.S. HIGHWAY 209 AT THE NORTH EDGE OF THE VILLAGE OF NEWTOWN,
 KW0264'THENCE 0.2 MILE NORTH ALONG A MINING ROAD, ON THE TOP OF A SCRUB
 KW0264'OAK COVERED HILL, 86.3 FEET SOUTHWEST AND ACROSS THE ROAD FROM
 KW0264'THE STATION, 15 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT
 KW0264'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 KW0264'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0266 ***********************************************************************
 KW0266  DESIGNATION -  BURMA RM 2
 KW0266  PID         -  KW0266
 KW0266  STATE/COUNTY-  PA/SCHUYLKILL
 KW0266  USGS QUAD   -  TREMONT (1977)
 KW0266
 KW0266                         *CURRENT SURVEY CONTROL
 KW0266  ___________________________________________________________________
 KW0266* NAD 83(1986)-  40 39 58.     (N)    076 23 39.     (W)     SCALED    
 KW0266* NAVD 88     -       489.421  (meters)    1605.71   (feet)  ADJUSTED  
 KW0266  ___________________________________________________________________
 KW0266  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KW0266  DYNAMIC HT  -         489.176 (meters)    1604.90  (feet)  COMP
 KW0266  MODELED GRAV-     980,108.2   (mgal)                       NAVD 88
 KW0266
 KW0266  VERT ORDER  -  SECOND    CLASS 0
 KW0266
 KW0266.The horizontal coordinates were scaled from a topographic map and have
 KW0266.an estimated accuracy of +/- 6 seconds.
 KW0266
 KW0266.The orthometric height was determined by differential leveling
 KW0266.and adjusted by the National Geodetic Survey in June 1991..
 KW0266
 KW0266.The geoid height was determined by GEOID03.
 KW0266
 KW0266.The dynamic height is computed by dividing the NAVD 88
 KW0266.geopotential number by the normal gravity value computed on the
 KW0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0266.degrees latitude (g = 980.6199 gals.).
 KW0266
 KW0266.The modeled gravity was interpolated from observed gravity values.
 KW0266
 KW0266;                    North         East    Units  Estimated Accuracy
 KW0266;SPC PA S     -   148,870.      714,640.      MT  (+/- 180 meters Scaled)
 KW0266
 KW0266                          SUPERSEDED SURVEY CONTROL
 KW0266
 KW0266  NGVD 29 (??/??/??)  489.623  (m)         1606.37   (f) ADJUSTED    2 0
 KW0266
 KW0266.Superseded values are not recommended for survey control.
 KW0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0266.See file dsdata.txt to determine how the superseded data were derived.
 KW0266
 KW0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL821026(NAD 83)
 KW0266_MARKER: DR = REFERENCE MARK DISK
 KW0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0266_STAMPING: BURMA NO 2 1960
 KW0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0266+STABILITY: SURFACE MOTION
 KW0266
 KW0266  HISTORY     - Date     Condition        Report By
 KW0266  HISTORY     - 1960     MONUMENTED       CGS
 KW0266
 KW0266                          STATION DESCRIPTION
 KW0266
 KW0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0266'3.1 MI NW FROM NEWTOWN.
 KW0266'ABOUT 2.9 MILES NORTHWEST ALONG STATE HIGHWAY 25 FROM ITS
 KW0266'JUNCTION WITH U.S. HIGHWAY 209 AT THE NORTH EDGE OF THE VILLAGE
 KW0266'OF NEWTOWN, THENCE 0.2 MILE NORTH ALONG A MINING ROAD, ON THE
 KW0266'TOP OF A SCRUB OAK COVERED HILL, 84.4 FEET NORTHWEST AND ACROSS
 KW0266'THE ROAD FROM THE STATION, 18 FEET WEST OF THE CENTER LINE OF
 KW0266'THE ROAD, 61 FEET NORTHWEST OF A 6-INCH OAK TREE WITH A BLAZE,
 KW0266'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 KW0266'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5908 ***********************************************************************
 KV5908  DESIGNATION -  BURNS
 KV5908  PID         -  KV5908
 KV5908  STATE/COUNTY-  PA/MONTGOMERY
 KV5908  USGS QUAD   -  COLLEGEVILLE (1992)
 KV5908
 KV5908                         *CURRENT SURVEY CONTROL
 KV5908  ___________________________________________________________________
 KV5908* NAD 83(1992)-  40 08 12.17718(N)    075 22 42.78280(W)     ADJUSTED  
 KV5908* NAVD 88     -        77.4    (meters)     254.     (feet)  VERTCON   
 KV5908  ___________________________________________________________________
 KV5908  X           -   1,232,615.774 (meters)                     COMP
 KV5908  Y           -  -4,724,832.921 (meters)                     COMP
 KV5908  Z           -   4,089,630.739 (meters)                     COMP
 KV5908  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 KV5908  ELLIP HEIGHT-          43.40  (meters)          (06/21/02) GPS OBS
 KV5908  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KV5908
 KV5908  HORZ ORDER  -  SECOND
 KV5908  ELLP ORDER  -  FOURTH    CLASS I
 KV5908
 KV5908.The horizontal coordinates were established by GPS observations
 KV5908.and adjusted by the National Geodetic Survey in June 2002..
 KV5908
 KV5908.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5908
 KV5908.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5908
 KV5908.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5908
 KV5908.The ellipsoidal height was determined by GPS observations
 KV5908.and is referenced to NAD 83.
 KV5908
 KV5908.The geoid height was determined by GEOID03.
 KV5908
 KV5908;                    North         East     Units Scale Factor Converg.
 KV5908;SPC PA S     -    91,916.545   802,073.297   MT  0.99997443   +1 32 18.9
 KV5908;SPC PA S     -   301,562.86  2,631,468.81   sFT  0.99997443   +1 32 18.9
 KV5908;UTM  18      - 4,443,000.197   467,751.514   MT  0.99961280   -0 14 38.5
 KV5908
 KV5908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5908!SPC PA S     -   0.99999319  x   0.99997443  =   0.99996762
 KV5908!UTM  18      -   0.99999319  x   0.99961280  =   0.99960599
 KV5908
 KV5908|---------------------------------------------------------------------|
 KV5908| PID    Reference Object                     Distance      Geod. Az  |
 KV5908|                                                           dddmmss.s |
 KV5908| CS3446 BURNS RM 1                            6.461 METERS 01855     |
 KV5908| KV6108 BURNS AZ MK                         APPROX. 0.5 KM 1242148.2 |
 KV5908| CS3476 JEFFERSONVILLE PRES CH SPIRE                       1574303.8 |
 KV5908| CS3448 BURNSIDE SCHOOL BELFRY                             2260259.3 |
 KV5908| CS3447 BURNS RM 2                            8.611 METERS 27005     |
 KV5908|---------------------------------------------------------------------|
 KV5908
 KV5908                          SUPERSEDED SURVEY CONTROL
 KV5908
 KV5908  NAD 83(1996)-  40 08 12.17585(N)    075 22 42.78129(W) AD(       ) 2
 KV5908  NAD 83(1991)-  40 08 12.17279(N)    075 22 42.78458(W) AD(       ) 2
 KV5908  ELLIP H (01/27/92)   43.65   (m)                       GP(       ) 4 1
 KV5908  NAD 83(1986)-  40 08 12.17027(N)    075 22 42.78631(W) AD(       ) 2
 KV5908  NGVD 29 (07/14/89)   77.7    (m)          255.     (f) GPS OBS        
 KV5908
 KV5908.Superseded values are not recommended for survey control.
 KV5908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5908.See file dsdata.txt to determine how the superseded data were derived.
 KV5908
 KV5908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6775243000(NAD 83)
 KV5908_MARKER: DH = HORIZONTAL CONTROL DISK
 KV5908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV5908_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KV5908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5908+STABILITY: SURFACE MOTION
 KV5908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5908+SATELLITE: SATELLITE OBSERVATIONS - 1984
 KV5908
 KV5908  HISTORY     - Date     Condition        Report By
 KV5908  HISTORY     - 1984     MONUMENTED       PADT
 KV5908  HISTORY     - 19970207 POOR             USPSQD
 KV5908  HISTORY     - 19981121 GOOD             USPSQD
 KV5908
 KV5908                          STATION DESCRIPTION
 KV5908
 KV5908'DESCRIBED BY PA DEPT OF TRANSP 1984 (RBG)
 KV5908'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)
 KV5908'WEST-NORTHWEST OF NORRISTOWN.
 KV5908'OWNERSHIP--NORRISTOWN AREA SCHOOL DISTRICT
 KV5908'
 KV5908'TO REACH THE STATION FROM THE INTERSECTION OF RIDGE PIKE AND EGYPT
 KV5908'ROAD IN JEFFERSONVILLE, GO NORTHWEST FOR .4 KM (.25 MI) ON RIDGE PIKE
 KV5908'TO BURNSIDE AVENUE, TURN RIGHT AND GO NORTHEAST FOR .2 KM (.15 MI)
 KV5908'TO WEST MARSHALL STREET AND THE STATION ON THE RIGHT.
 KV5908'
 KV5908'THE STATION IS A STANDARD PADT DISK
 KV5908'STAMPED---BURNS 1984---,
 KV5908'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5908'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV5908'23.16 METERS (76.0 FT) SOUTHWEST FROM THE CENTER LINE OF WEST
 KV5908'MARSHALL STREET,
 KV5908'16.55 METERS (54.3 FT) NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF
 KV5908'CEMENT BLOCK BUILDING, AND
 KV5908'8.29 METERS (27.2 FT) SOUTHEAST FROM THE CENTER LINE OF BURNSIDE
 KV5908'AVENUE.
 KV5908'THE UNDERGROUND MARK IS A STANDARD PADT DISK
 KV5908'STAMPED---BURNS 1984---,
 KV5908'SET INTO AN IRREGULAR MASS OF CONCRETE 1.07 METERS BELOW THE SURFACE.
 KV5908'
 KV5908'REFERENCE MARK NO. 2 IS A STANDARD PADT DISK
 KV5908'STAMPED---BURNS NO.2 1984---,
 KV5908'SET INTO THE TOP OF CONCRETE CURB ON THE SOUTH SIDE OF BURNSIDE
 KV5908'AVENUE. LOCATED
 KV5908'29.62 METERS (97.2 FT) SOUTHWEST FROM THE CENTER LINE OF WEST
 KV5908'MARSHALL STREET,
 KV5908'21.94 METERS (72.0 FT) NORTHWEST FROM THE NORTHWEST CORNER OF
 KV5908'CEMENT BLOCK BUILDING,
 KV5908'4.02 METERS (13.2 FT) SOUTHEAST FROM THE CENTER LINE OF BURNSIDE
 KV5908'AVENUE, AND
 KV5908'22.64 METERS (74.3 FT) EAST-SOUTHEAST FROM A POWER POLE NUMBER PE
 KV5908'609-WN.
 KV5908'MARK IS .61 METERS ABOVE THE STATION.
 KV5908'
 KV5908'REFERENCE MARK NO. 1 IS A STANDARD PADT DISK
 KV5908'STAMPED---BURNS NO. 1 1984---,
 KV5908'SET INTO THE TOP OF CONCRETE CURBING AT THE SOUTHWEST CORNER OF
 KV5908'BURNSIDE AVENUE AND WEST MARSHALL STREET. LOCATED
 KV5908'17.31 METERS (56.8 FT) SOUTHWEST FROM THE CENTER LINE OF WEST
 KV5908'MARSHALL STREET,
 KV5908'21.45 METERS (70.4 FT) NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF
 KV5908'CEMENT BLOCK BUILDING, AND
 KV5908'4.02 METERS (13.2 FT) SOUTHEAST FROM THE CENTER LINE OF BURNSIDE
 KV5908'AVENUE.
 KV5908'MARK IS .61 METERS ABOVE THE STATION.
 KV5908'
 KV5908'AZIMUTH MARK NO. 1 IS A STANDARD PADT DISK
 KV5908'STAMPED---BURNS 1984---,
 KV5908'SET INTO THE TOP OF THE CONCRETE CURBING ON THE EAST SIDE OF WEST
 KV5908'MARSHALL STREET AT THE NORTHEAST CORNER OF A CATCH BASIN. LOCATED
 KV5908'18.59 METERS (61.0 FT) SOUTHEAST FROM A POWER POLE NUMBER 55,
 KV5908'17.06 METERS (56.0 FT) NORTHWEST FROM A POWER POLE NUMBER 54, AND
 KV5908'12.19 METERS (40.0 FT) NORTHEAST FROM A POWER POLE NUMBER PE1671.
 KV5908'TO REACH THE AZIMUTH FROM THE STATION,
 KV5908'GO SOUTHEAST FOR .56 KM (.35 MI) ON WEST MARSHALL STREET TO CATCH
 KV5908'BASIN AND THE MARK ON THE LEFT.
 KV5908'
 KV5908'THE JEFFERSONVILLE PRESBYTERIAN CHURCH SPIRE
 KV5908'AND THE BURNSIDE SCHOOL BELFRY
 KV5908'ARE INTENDED FOR USE AS SECONDARY AZIMUTH MARKS.
 KV5908'DESCRIBED BY R. B. GROSSER.
 KV5908
 KV5908                          STATION RECOVERY (1997)
 KV5908
 KV5908'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV5908'MARK RECOVERED IN POOR CONDITION.
 KV5908
 KV5908                          STATION RECOVERY (1998)
 KV5908
 KV5908'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV5908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6108 ***********************************************************************
 KV6108  DESIGNATION -  BURNS AZ MK
 KV6108  PID         -  KV6108
 KV6108  STATE/COUNTY-  PA/MONTGOMERY
 KV6108  USGS QUAD   -  LANSDALE (1983)
 KV6108
 KV6108                         *CURRENT SURVEY CONTROL
 KV6108  ___________________________________________________________________
 KV6108* NAD 83(1992)-  40 08 02.46463(N)    075 22 24.27758(W)     ADJUSTED  
 KV6108* NAVD 88     -        77.     (meters)     253.     (feet)  VERTCON   
 KV6108  ___________________________________________________________________
 KV6108  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 KV6108  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KV6108
 KV6108  HORZ ORDER  -  THIRD
 KV6108
 KV6108.The horizontal coordinates were established by classical geodetic methods
 KV6108.and adjusted by the National Geodetic Survey in June 2002..
 KV6108.No horizontal observational check was made to the station.
 KV6108
 KV6108.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6108
 KV6108.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6108
 KV6108.The geoid height was determined by GEOID03.
 KV6108
 KV6108;                    North         East     Units Scale Factor Converg.
 KV6108;SPC PA S     -    91,628.865   802,519.265   MT  0.99997469   +1 32 30.9
 KV6108;SPC PA S     -   300,619.03  2,632,931.96   sFT  0.99997469   +1 32 30.9
 KV6108;UTM  18      - 4,442,698.892   468,188.159   MT  0.99961246   -0 14 26.5
 KV6108
 KV6108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6108!SPC PA S     -   0.99999328  x   0.99997469  =   0.99996797
 KV6108!UTM  18      -   0.99999328  x   0.99961246  =   0.99960574
 KV6108
 KV6108                          SUPERSEDED SURVEY CONTROL
 KV6108
 KV6108  NAD 83(1996)-  40 08 02.46330(N)    075 22 24.27607(W) AD(       ) 3
 KV6108  NAD 83(1991)-  40 08 02.46022(N)    075 22 24.27937(W) AD(       ) 3
 KV6108  NAD 83(1986)-  40 08 02.45789(N)    075 22 24.28093(W) AD(       ) 3
 KV6108  NGVD 29 (02/23/90)   77.     (m)          253.     (f) VERT ANG       
 KV6108
 KV6108.Superseded values are not recommended for survey control.
 KV6108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6108.See file dsdata.txt to determine how the superseded data were derived.
 KV6108
 KV6108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6818842699(NAD 83)
 KV6108_MARKER: DZ = AZIMUTH MARK DISK
 KV6108_SETTING: 0 = UNSPECIFIED SETTING
 KV6108_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6108
 KV6108  HISTORY     - Date     Condition        Report By
 KV6108  HISTORY     - 1984     MONUMENTED       PADT
 KV6108  HISTORY     - 19970207 GOOD             USPSQD
 KV6108
 KV6108                          STATION DESCRIPTION
 KV6108
 KV6108'DESCRIBED BY PA DEPT OF TRANSP 1984 (RBG)
 KV6108'THE STATION IS LOCATED ABOUT 0.56 KM (0.35 MI)
 KV6108'SOUTHEAST OF THE INTERSECTION OF WEST MARSHALL STREET AND BURNSIDE
 KV6108'AVENUE, AND
 KV6108'3.2 KM (2.0 MI) WEST-NORTHWEST OF NORRISTOWN, IN JEFFERSONVILLE ON
 KV6108'THE EAST SIDE OF WEST MARSHALL STREET.
 KV6108'OWNERSHIP--PADT
 KV6108'
 KV6108'TO REACH THE STATION FROM THE INTERSECTION OF RIDGE PIKE AND EGYPT
 KV6108'ROAD IN JEFFERSONVILLE, GO NORTHWEST FOR 0.4 KM (0.25 MI) ON RIDGE
 KV6108'PIKE TO BURNSIDE AVENUE,
 KV6108'TURN RIGHT AND GO NORTHEAST FOR 0.2 KM (0.15 MI) ON BURNSIDE AVENUE
 KV6108'TO WEST MARSHALL STREET,
 KV6108'TURN RIGHT AND GO SOUTHEAST FOR 0.56 KM (0.35 MI) ON WEST MARSHALL
 KV6108'STREET TO A CATCH BASIN AND THE STATION ON THE LEFT.
 KV6108'
 KV6108'THE STATION IS A STANDARD PADT DISK
 KV6108'STAMPED---BURNS 1984---,
 KV6108'SET INTO THE TOP OF THE CONCRETE CURBING ON THE EAST SIDE OF WEST
 KV6108'MARSHALL STREET AT THE NORTHEAST CORNER OF A CATCH BASIN.
 KV6108'LOCATED 18.59 METERS (61.0 FT) SOUTHEAST FROM A POWER POLE NUMBER 55,
 KV6108'17.06 METERS (56.0 FT) NORTHWEST FROM A POWER POLE NUMBER 54, AND
 KV6108'12.19 METERS (40.0 FT) NORTHEAST FROM A POWER POLE NUMBER PE 1671.
 KV6108'
 KV6108'DESCRIBED BY R. B. GROSSER.
 KV6108
 KV6108                          STATION RECOVERY (1997)
 KV6108
 KV6108'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV6108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5581 ***********************************************************************
 KV5581  DESIGNATION -  BURTON 1912
 KV5581  PID         -  KV5581
 KV5581  STATE/COUNTY-  PA/BUCKS
 KV5581  USGS QUAD   -  TRENTON WEST (1995)
 KV5581
 KV5581                         *CURRENT SURVEY CONTROL
 KV5581  ___________________________________________________________________
 KV5581* NAD 83(1992)-  40 07 49.25667(N)    074 49 05.71902(W)     ADJUSTED  
 KV5581* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV5581  ___________________________________________________________________
 KV5581  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 KV5581  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KV5581
 KV5581  HORZ ORDER  -  THIRD
 KV5581
 KV5581.The horizontal coordinates were established by classical geodetic methods
 KV5581.and adjusted by the National Geodetic Survey in June 2002..
 KV5581
 KV5581.The orthometric height was scaled from a topographic map.
 KV5581
 KV5581.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5581
 KV5581.The geoid height was determined by GEOID03.
 KV5581
 KV5581;                    North         East     Units Scale Factor Converg.
 KV5581;SPC PA S     -    92,643.473   849,824.175   MT  0.99997504   +1 54 07.5
 KV5581;SPC PA S     -   303,947.79  2,788,131.48   sFT  0.99997504   +1 54 07.5
 KV5581;SPC NJ       -   144,034.937   122,877.389   MT  0.99990905   -0 12 18.5
 KV5581;SPC NJ       -   472,554.62    403,140.23   sFT  0.99990905   -0 12 18.5
 KV5581;UTM  18      - 4,442,240.683   515,484.140   MT  0.99960295   +0 07 01.7
 KV5581
 KV5581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5581!SPC PA S     -   1.00000490  x   0.99997504  =   0.99997994
 KV5581!SPC NJ       -   1.00000490  x   0.99990905  =   0.99991395
 KV5581!UTM  18      -   1.00000490  x   0.99960295  =   0.99960785
 KV5581
 KV5581                          SUPERSEDED SURVEY CONTROL
 KV5581
 KV5581  NAD 83(1996)-  40 07 49.25667(N)    074 49 05.71902(W) AD(       ) 3
 KV5581  NAD 83(1986)-  40 07 49.25512(N)    074 49 05.71990(W) AD(       ) 3
 KV5581  NAD 27      -  40 07 48.86000(N)    074 49 07.13000(W) AD(       ) 3
 KV5581
 KV5581.Superseded values are not recommended for survey control.
 KV5581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5581.See file dsdata.txt to determine how the superseded data were derived.
 KV5581
 KV5581_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1548442241(NAD 83)
 KV5581
 KV5581  HISTORY     - Date     Condition        Report By
 KV5581  HISTORY     - 1912     MONUMENTED       CGS
 KV5581  HISTORY     - 1935     GOOD             CGS
 KV5581  HISTORY     - 1947     MARK NOT FOUND   CGS
 KV5581
 KV5581                          STATION DESCRIPTION
 KV5581
 KV5581'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5581'STATION IS S OF TULLYTOWN, SE OF PATTERSON PARCHMENT PAPER COMPANY, E
 KV5581'SIDE OF COMMON CREEK, AT SW CORNER OF CULTIVATED FIELD
 KV5581'ON KING FARMS, DIRECTLY ACROSS THE RIVER FROM CENTRAL PART OF
 KV5581'FLORENCE PIPE FOUNDARY AND MANUFACTURING COMPANY, ON RANGE WITH THE
 KV5581'OFFSHORE EDGE OF THE CONCRETE INTAKE AT THE PARCHMENT PAPER COMPANY
 KV5581'WHARF AND THE NW TANK OF TWIN TANKS AT BRISTOL PATENT
 KV5581'LEATHER COMPANY, 22.90 METERS S OF SE CORNER OF RUINS OF BRICK AND
 KV5581'CONCRETE FIREPLACE, 3.94 METERS E FROM A 2-NAIL BLAZE AT BASE
 KV5581'OF A 12-INCH SMOOTH STRAIGHT TREE, AT HIGH WATER LINE.
 KV5581'
 KV5581'STATION MARKED ACCORDING TO NOTES 6B AND 10A.
 KV5581'
 KV5581'REFERENCE MARKS NO. 1 AND 2 ARE LOST.  NEW REFERENCE MARKS NO. 3 AND
 KV5581'4 ESTABLISHED.
 KV5581'
 KV5581'REFERENCE MARK NO.3, DISTANCE 8.120 METERS IS ON RANGE WITH
 KV5581'BURTON AND UPPER (N) TOWER AT FLORENCE PIPE FOUNDARY AND
 KV5581'MANUFACTURING COMPANY.  REFERENCE MARK NO.4, DISTANCE 17.145
 KV5581'METERS IS APPROXIMATELY IN LINE OF STATION BURTON AND BLACK
 KV5581'STEEL TANK AT PATTERSON PARCHMENT PAPER COMPANY.
 KV5581'
 KV5581'INTERSECTION STATION.
 KV5581
 KV5581                          STATION RECOVERY (1947)
 KV5581
 KV5581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5581'STATION AND REFERENCE MARKS WERE NOT RECOVERED AFTER A TWO-HOUR
 KV5581'SEARCH OF THE AREA.  THE TREES AND FIREPLACE RUINS
 KV5581'MENTIONED IN THE 1935 DESCRIPTION WERE NOT IDENTIFIABLE.  THE BRISTOL
 KV5581'PATENT LEATHER COMPANY TANKS HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2265 ***********************************************************************
 MA2265  DESIGNATION -  BUSH
 MA2265  PID         -  MA2265
 MA2265  STATE/COUNTY-  PA/CLEARFIELD
 MA2265  USGS QUAD   -  LUTHERSBURG (1986)
 MA2265
 MA2265                         *CURRENT SURVEY CONTROL
 MA2265  ___________________________________________________________________
 MA2265* NAD 83(1992)-  41 05 36.86127(N)    078 44 52.27295(W)     ADJUSTED  
 MA2265* NAVD 88     -       503.0    (meters)    1650.     (feet)  VERTCON   
 MA2265  ___________________________________________________________________
 MA2265  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 MA2265  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 MA2265
 MA2265  HORZ ORDER  -  SECOND
 MA2265
 MA2265.The horizontal coordinates were established by classical geodetic methods
 MA2265.and adjusted by the National Geodetic Survey in June 2002..
 MA2265
 MA2265.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2265
 MA2265.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2265
 MA2265.The geoid height was determined by GEOID03.
 MA2265
 MA2265;                    North         East     Units Scale Factor Converg.
 MA2265;SPC PA N     -   103,419.139   516,168.389   MT  0.99997273   -0 39 36.4
 MA2265;SPC PA N     -   339,300.96  1,693,462.46   sFT  0.99997273   -0 39 36.4
 MA2265;UTM  17      - 4,551,588.710   689,147.553   MT  1.00004034   +1 28 50.7
 MA2265
 MA2265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2265!SPC PA N     -   0.99992617  x   0.99997273  =   0.99989890
 MA2265!UTM  17      -   0.99992617  x   1.00004034  =   0.99996650
 MA2265
 MA2265:                Primary Azimuth Mark                     Grid Az
 MA2265:SPC PA N     -  NARROW                                   040 00 24.3
 MA2265:UTM  17      -  NARROW                                   037 51 57.2
 MA2265
 MA2265|---------------------------------------------------------------------|
 MA2265| PID    Reference Object                     Distance      Geod. Az  |
 MA2265|                                                           dddmmss.s |
 MA2265| MA0507 NARROW                              APPROX. 5.6 KM 0392047.9 |
 MA2265| CK6731 BUSH RM 1                             9.559 METERS 07317     |
 MA2265| CK6732 BUSH RM 2                             4.618 METERS 22624     |
 MA2265|---------------------------------------------------------------------|
 MA2265
 MA2265                          SUPERSEDED SURVEY CONTROL
 MA2265
 MA2265  NAD 83(1986)-  41 05 36.86124(N)    078 44 52.27504(W) AD(       ) 2
 MA2265  NAD 27      -  41 05 36.64310(N)    078 44 53.16860(W) AD(       ) 2
 MA2265  NGVD 29 (07/19/86)  503.2    (m)         1651.     (f) VERT ANG       
 MA2265
 MA2265.Superseded values are not recommended for survey control.
 MA2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2265.See file dsdata.txt to determine how the superseded data were derived.
 MA2265
 MA2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF8914851589(NAD 83)
 MA2265_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2265
 MA2265  HISTORY     - Date     Condition        Report By
 MA2265  HISTORY     - 1959     MONUMENTED       CGS
 MA2265
 MA2265                          STATION DESCRIPTION
 MA2265
 MA2265'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 MA2265'STATION IS LOCATED ON THE NORTH SLOPE OF A PROMINENT BARE HILL, ABOUT
 MA2265'2 MILES SOUTH-SOUTHEAST OF THE CENTER SECTION OF DUBOIS, 1-1/4
 MA2265'MILES NORTH-NORTHEAST OF THE JUNCTION OF U.S. HIGHWAYS 322 AND 219
 MA2265'AND IS ON PROPERTY OWNED BY MR. CHARLEY AND HARRY BUSH.
 MA2265'
 MA2265'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 322 AND 219
 MA2265'WHICH IS LOCATED ABOUT 3-3/4 MILES SOUTH OF THE CENTER
 MA2265'SECTION OF DUBOIS.  GO SOUTHEAST ON HIGHWAY 322 FOR 0.45 MILES TO A
 MA2265'ROAD LEFT.  TURN LEFT AND GO NORTH ON STATE ROUTE 17072 FOR
 MA2265'0.3 MILE TO A RAILROAD OVERPASS BRIDGE, CROSS THE BRIDGE AND CONTINUE
 MA2265'NORTH FOR 0.98 MILE TO THE TOP OF A HILL AND A ROAD RIGHT.
 MA2265'TURN RIGHT AND FOLLOW A LANE ROAD, EAST FOR 0.15 MILE TO A
 MA2265'HOUSE ON THE RIGHT, A LARGE BARN ON THE LEFT AND THE STATION AT THE
 MA2265'SOUTHEAST CORNER OF THE BARN.
 MA2265'
 MA2265'STATION MARK IS A STANDARD DISK, STAMPED BUSH 1959, SET IN THE TOP OF
 MA2265'A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 MA2265'GROUND SURFACE.  IT IS ABOUT 17 FEET EAST-NORTHEAST OF THE SOUTHEAST
 MA2265'CORNER OF THE BARN, 6 FEET WEST-NORTHWEST OF THE CENTER OF
 MA2265'A TRACK ROAD AND ABOUT 4 FEET SOUTH OF A WIRE FENCE.
 MA2265'
 MA2265'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUSH NO 1 1959, CEMENTED
 MA2265'IN A DRILL HOLE, IN THE TOP OF AN OUTCROPPING ROCK
 MA2265'WHICH PROJECTS ABOUT 3 INCHES.  IT IS ABOUT 48 FEET EAST-NORTHEAST OF
 MA2265'THE SOUTHEAST CORNER OF THE BARN, 8 FEET SOUTH OF THE
 MA2265'CENTER OF A TRACK ROAD AND ABOUT 8 FEET NORTH OF A WIRE FENCE.
 MA2265'
 MA2265'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BUSH NO 2 1959, SET IN
 MA2265'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 MA2265'WITH THE GROUND SURFACE.  IT IS ABOUT 16 FEET EAST-NORTHEAST OF THE
 MA2265'SOUTHEAST CORNER OF THE BARN, 9 FEET NORTH OF THE TRACK
 MA2265'ROAD AND ABOUT 2 FEET SOUTH OF THE WIRE FENCE.
 MA2265'
 MA2265'NO AZIMUTH MARK FOR THIS STATION AS TRIANGULATION STATIONS BUSH AND
 MA2265'NARROW ARE INTERVISIBLE.
 MA2265'
 MA2265'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2097 ***********************************************************************
 KX2097  DESIGNATION -  BUSH HILL
 KX2097  PID         -  KX2097
 KX2097  STATE/COUNTY-  PA/WESTMORELAND
 KX2097  USGS QUAD   -  VANDERGRIFT (1993)
 KX2097
 KX2097                         *CURRENT SURVEY CONTROL
 KX2097  ___________________________________________________________________
 KX2097* NAD 83(1992)-  40 30 36.98865(N)    079 34 29.37505(W)     ADJUSTED  
 KX2097* NAVD 88     -       440.     (meters)    1444.     (feet)  SCALED    
 KX2097  ___________________________________________________________________
 KX2097  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 KX2097  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KX2097
 KX2097  HORZ ORDER  -  THIRD
 KX2097
 KX2097.The horizontal coordinates were established by classical geodetic methods
 KX2097.and adjusted by the National Geodetic Survey in June 2002..
 KX2097
 KX2097.The orthometric height was scaled from a topographic map.
 KX2097
 KX2097.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2097
 KX2097.The geoid height was determined by GEOID03.
 KX2097
 KX2097;                    North         East     Units Scale Factor Converg.
 KX2097;SPC PA S     -   132,279.815   445,354.335   MT  0.99996004   -1 11 02.2
 KX2097;SPC PA S     -   433,988.03  1,461,133.35   sFT  0.99996004   -1 11 02.2
 KX2097;UTM  17      - 4,485,370.799   620,744.000   MT  0.99977946   +0 55 33.2
 KX2097
 KX2097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2097!SPC PA S     -   0.99993624  x   0.99996004  =   0.99989628
 KX2097!UTM  17      -   0.99993624  x   0.99977946  =   0.99971571
 KX2097
 KX2097:                Primary Azimuth Mark                     Grid Az
 KX2097:SPC PA S     -  HILTY                                    067 24 00.0
 KX2097:UTM  17      -  HILTY                                    065 17 24.6
 KX2097
 KX2097|---------------------------------------------------------------------|
 KX2097| PID    Reference Object                     Distance      Geod. Az  |
 KX2097|                                                           dddmmss.s |
 KX2097| KX2096 HILTY                               APPROX. 3.9 KM 0661257.8 |
 KX2097|---------------------------------------------------------------------|
 KX2097
 KX2097                          SUPERSEDED SURVEY CONTROL
 KX2097
 KX2097  NAD 83(1986)-  40 30 36.99285(N)    079 34 29.38163(W) AD(       ) 3
 KX2097  NAD 27      -  40 30 36.75767(N)    079 34 30.23355(W) AD(       ) 3
 KX2097
 KX2097.Superseded values are not recommended for survey control.
 KX2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2097.See file dsdata.txt to determine how the superseded data were derived.
 KX2097
 KX2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE2074485371(NAD 83)
 KX2097_MARKER: DD = SURVEY DISK
 KX2097_SETTING: 0 = UNSPECIFIED SETTING
 KX2097_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX2097
 KX2097  HISTORY     - Date     Condition        Report By
 KX2097  HISTORY     - 1900     MONUMENTED       USGS
 KX2097
 KX2097                          STATION DESCRIPTION
 KX2097
 KX2097'DESCRIBED BY US GEOLOGICAL SURVEY 1900 (AHT)
 KX2097'IN WASHINGTON TOWNSHIP, ABOUT 4.0 MI S. OF APOLLO, ON BARE HILL OWNED
 KX2097'BY HEIRS OF ISAAC BUSH.
 KX2097'
 KX2097'STATION MARK--  STONE POST 40 BY 8 BY 8-IN. SET 36 IN. IN GROUND, IN
 KX2097'CENTER OF TOP OF WHICH IS CEMENTED A STANDARD TRIANGULATION DISK
 KX2097'MARKED---U S GEOLOGICAL SURVEY-PENNSYLVANIA---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2631 ***********************************************************************
 LY2631  DESIGNATION -  BUSHKILL
 LY2631  PID         -  LY2631
 LY2631  STATE/COUNTY-  PA/PIKE
 LY2631  USGS QUAD   -  FLATBROOKVILLE (1997)
 LY2631
 LY2631                         *CURRENT SURVEY CONTROL
 LY2631  ___________________________________________________________________
 LY2631* NAD 83(1992)-  41 06 00.44480(N)    074 59 42.09796(W)     ADJUSTED  
 LY2631* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 LY2631  ___________________________________________________________________
 LY2631  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 LY2631  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 LY2631
 LY2631  HORZ ORDER  -  FIRST
 LY2631
 LY2631.The horizontal coordinates were established by classical geodetic methods
 LY2631.and adjusted by the National Geodetic Survey in June 2002..
 LY2631
 LY2631.The orthometric height was scaled from a topographic map.
 LY2631
 LY2631.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2631
 LY2631.The geoid height was determined by GEOID03.
 LY2631
 LY2631;                    North         East     Units Scale Factor Converg.
 LY2631;SPC PA N     -   107,344.229   831,393.547   MT  0.99997209   +1 49 21.1
 LY2631;SPC PA N     -   352,178.52  2,727,663.66   sFT  0.99997209   +1 49 21.1
 LY2631;SPC NJ       -   251,783.749   108,417.971   MT  0.99992127   -0 19 31.5
 LY2631;SPC NJ       -   826,060.52    355,701.29   sFT  0.99992127   -0 19 31.5
 LY2631;UTM  18      - 4,549,871.835   500,417.586   MT  0.99960000   +0 00 11.8
 LY2631
 LY2631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2631!SPC PA N     -   0.99997648  x   0.99997209  =   0.99994857
 LY2631!SPC NJ       -   0.99997648  x   0.99992127  =   0.99989775
 LY2631!UTM  18      -   0.99997648  x   0.99960000  =   0.99957649
 LY2631
 LY2631|---------------------------------------------------------------------|
 LY2631| PID    Reference Object                     Distance      Geod. Az  |
 LY2631|                                                           dddmmss.s |
 LY2631| CB3698 BUSHKILL RM 1                        10.455 METERS 02849     |
 LY2631| LY2633 GIRR                                APPROX. 4.7 KM 0625709.2 |
 LY2631| CB3699 BUSHKILL RM 2                        14.862 METERS 21839     |
 LY2631|---------------------------------------------------------------------|
 LY2631
 LY2631                          SUPERSEDED SURVEY CONTROL
 LY2631
 LY2631  NAD 83(1996)-  41 06 00.44481(N)    074 59 42.09792(W) AD(       ) 1
 LY2631  NAD 83(1996)-  41 06 00.44450(N)    074 59 42.09903(W) AD(       ) 1
 LY2631  NAD 83(1986)-  41 06 00.44447(N)    074 59 42.09914(W) AD(       ) 1
 LY2631  NAD 27      -  41 06 00.09700(N)    074 59 43.47200(W) AD(       ) 1
 LY2631
 LY2631.Superseded values are not recommended for survey control.
 LY2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2631.See file dsdata.txt to determine how the superseded data were derived.
 LY2631
 LY2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL0041849872(NAD 83)
 LY2631_MARKER: Z = SEE DESCRIPTION
 LY2631_SETTING: 0 = UNSPECIFIED SETTING
 LY2631
 LY2631  HISTORY     - Date     Condition        Report By
 LY2631  HISTORY     - 1938     MONUMENTED       NJDCED
 LY2631
 LY2631                          STATION DESCRIPTION
 LY2631
 LY2631'DESCRIBED BY NJ CONS AND ECON DEV 1938
 LY2631'STATION MARK AND REFERENCE MARK NO. 1 ARE STANDARD NEW JERSEY
 LY2631'DEPARTMENT OF CONSERVATION AND DEVELOPMENT BRONZE DISKS SET IN
 LY2631'ROCK OUTCROP.  REFERENCE MARK NO. 2 IS A SIMILAR DISK SET IN A 6-INCH
 LY2631'CYLINDRICAL CONCRETE MONUMENT, PROJECTING 2 INCHES ABOVE GROUND.
 LY2631'
 LY2631'STATION MARK IS ABOUT 18 INCHES BELOW GROUND.  IT IS STAMPED
 LY2631'BUSHKILL.
 LY2631'
 LY2631'REFERENCE MARK NO. 1 IS STAMPED R.M. 1.
 LY2631'
 LY2631'REFERENCE MARK NO. 2 IS STAMPED R.M. 2.
 LY2631'
 LY2631'TO REACH THE STATION FROM BUSHKILL, WHERE U.S. HIGHWAY 209 CROSSES
 LY2631'BUSHKILL CREEK, GO 0.75 MILE N TO A MACADAM ROAD TO LEFT, PROCEED
 LY2631'ALONG THIS ROAD 0.15 MILE, THEN PARK CAR AND FIND TRACES OF A FARM
 LY2631'ROAD LEADING S, FOLLOW FARM ROAD 75 FEET TO A STONE AND WIRE
 LY2631'FENCE, RUNNING W UP THE HILL, FOLLOW FENCE W FOR ABOUT 500 FEET, HERE
 LY2631'LEAVE FENCE AND WALK SW ALONG HILLSIDE, GAINING HEIGHT IN PROGRESS,
 LY2631'FOR ABOUT 800 FEET TO A GRASSY SHELF, THEN GO W ABOUT 100 FEET TO
 LY2631'STATION SITUATED ON ANOTHER GRASSY SHELF.  STATION IS
 LY2631'APPROXIMATELY 100 FEET E OF A N-S FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0141 ***********************************************************************
 LZ0141  DESIGNATION -  BUTLER
 LZ0141  PID         -  LZ0141
 LZ0141  STATE/COUNTY-  PA/LUZERNE
 LZ0141  USGS QUAD   -  SYBERTSVILLE (1989)
 LZ0141
 LZ0141                         *CURRENT SURVEY CONTROL
 LZ0141  ___________________________________________________________________
 LZ0141* NAD 83(1992)-  41 02 08.63166(N)    076 01 16.11813(W)     ADJUSTED  
 LZ0141* NAVD 88     -       349.176  (meters)    1145.59   (feet)  ADJUSTED  
 LZ0141  ___________________________________________________________________
 LZ0141  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 LZ0141  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 LZ0141  DYNAMIC HT  -         349.020 (meters)    1145.08  (feet)  COMP
 LZ0141  MODELED GRAV-     980,166.6   (mgal)                       NAVD 88
 LZ0141
 LZ0141  HORZ ORDER  -  SECOND
 LZ0141  VERT ORDER  -  SECOND    CLASS 0
 LZ0141
 LZ0141.The horizontal coordinates were established by classical geodetic methods
 LZ0141.and adjusted by the National Geodetic Survey in June 2002..
 LZ0141
 LZ0141.The orthometric height was determined by differential leveling
 LZ0141.and adjusted by the National Geodetic Survey in June 1991..
 LZ0141
 LZ0141.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ0141
 LZ0141.The geoid height was determined by GEOID03.
 LZ0141
 LZ0141.The dynamic height is computed by dividing the NAVD 88
 LZ0141.geopotential number by the normal gravity value computed on the
 LZ0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0141.degrees latitude (g = 980.6199 gals.).
 LZ0141
 LZ0141.The modeled gravity was interpolated from observed gravity values.
 LZ0141
 LZ0141;                    North         East     Units Scale Factor Converg.
 LZ0141;SPC PA N     -    97,963.672   745,366.324   MT  0.99997890   +1 08 37.3
 LZ0141;SPC PA N     -   321,402.48  2,445,422.68   sFT  0.99997890   +1 08 37.3
 LZ0141;UTM  18      - 4,543,225.751   414,165.991   MT  0.99969068   -0 40 13.6
 LZ0141
 LZ0141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ0141!SPC PA N     -   0.99995032  x   0.99997890  =   0.99992922
 LZ0141!UTM  18      -   0.99995032  x   0.99969068  =   0.99964102
 LZ0141
 LZ0141|---------------------------------------------------------------------|
 LZ0141| PID    Reference Object                     Distance      Geod. Az  |
 LZ0141|                                                           dddmmss.s |
 LZ0141| LZ0140 BUTLER RM 1                          13.438 METERS 03210     |
 LZ0141| CB3701 BUTLER AZ MK RESET                                 1974539.6 |
 LZ0141| CB3700 BUTLER AZ MK                                       1981021.7 |
 LZ0141| LZ0142 BUTLER RM 2                          12.153 METERS 24748     |
 LZ0141|---------------------------------------------------------------------|
 LZ0141
 LZ0141                          SUPERSEDED SURVEY CONTROL
 LZ0141
 LZ0141  NAD 83(1986)-  41 02 08.63199(N)    076 01 16.11962(W) AD(       ) 2
 LZ0141  NAD 27      -  41 02 08.33510(N)    076 01 17.38650(W) AD(       ) 2
 LZ0141  NGVD 29 (??/??/92)  349.379  (m)         1146.25   (f) ADJ UNCH    2 0
 LZ0141
 LZ0141.Superseded values are not recommended for survey control.
 LZ0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0141.See file dsdata.txt to determine how the superseded data were derived.
 LZ0141
 LZ0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL1416643226(NAD 83)
 LZ0141_MARKER: DS = TRIANGULATION STATION DISK
 LZ0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0141_STAMPING: BUTLER 1958
 LZ0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0141+STABILITY: SURFACE MOTION
 LZ0141
 LZ0141  HISTORY     - Date     Condition        Report By
 LZ0141  HISTORY     - 1958     MONUMENTED       CGS
 LZ0141  HISTORY     - 1959     GOOD             NGS
 LZ0141  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LZ0141
 LZ0141                          STATION DESCRIPTION
 LZ0141
 LZ0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JMR)
 LZ0141'STATION IS LOCATED ABOUT 11 MILES EAST OF BERWICK, ABOUT 6-1/2 MILES
 LZ0141'NORTHWEST OF FREELAND AND ABOUT 6 MILES NORTHWEST OF HAZELTON.  IT
 LZ0141'IS ON THE SOUTH SIDE OF THE REIFENBERG-AVIATION INC. HANGER, ON THE
 LZ0141'PROPERTY OWNED BY MR. WILLIS REIFENBERG.
 LZ0141'
 LZ0141'TO REACH THE STATION FROM THE INTERSECTION OF WASHINGTON AVENUE AND
 LZ0141'NORTH BROAD STREET, IN WEST HAZELTON.  (STATE HIGHWAYS 29 AND
 LZ0141'924), GO NORTHWEST ON HIGHWAY 29 FOR 6.4 MILES TO BRIDGE OVER BIG
 LZ0141'NESCOPECK CREEK, CONTINUE NORTH ON HIGHWAY 29 FOR 0.7 MILE TO A
 LZ0141'CROSSROAD.  TURN RIGHT AND GO EAST ON STATE ROUTE 40012 FOR 3.4 MILES
 LZ0141'TO A SIDE ROAD LEFT JUST BEFORE CROSSING A CONCRETE BRIDGE, TURN
 LZ0141'LEFT AND GO NORTH FOR 0.55 MILE TO A SIDE ROAD LEFT LEADING TO MR.
 LZ0141'WILLIS REINFENBERG RESIDENT, TURN LEFT AND GO WEST AND SOUTHWEST
 LZ0141'FOR 0.15 MILE TO THE SOUTH SIDE OF REIFENBERG AVAITION INC.  HANGER
 LZ0141'AND STATION ON LEFT AS DESCRIBED.
 LZ0141'
 LZ0141'STATION MARK IS A STANDARD DISK, STAMPED BUTLER 1958 SET IN THE TOP
 LZ0141'OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT
 LZ0141'IS 53.6 FEET EAST OF ESSO GAS PUMP AT THE SOUTHWEST CORNER OF THE
 LZ0141'HANGER, 42.2 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 LZ0141'HANGER, 13 FEET SOUTH OF GRAVEL ROAD, 4.6 FEET NORTHEAST OF STANDARD
 LZ0141'METAL WITNESS POST AND 4 FEET NORTH OF PIPE FENCE.
 LZ0141'
 LZ0141'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUTLER NO 1 1958 SET IN
 LZ0141'THE TOP OF A CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT
 LZ0141'IS 15 FEET NORTH OF GRAVEL ROAD, 3 FEET EAST OF THE SOUTHEAST CORNER
 LZ0141'OF THE HANGER.
 LZ0141'
 LZ0141'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BUTLER NO 2 1958 SET IN
 LZ0141'THE TOP OF A CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT
 LZ0141'IS 77.5 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE HANGER, 29.5
 LZ0141'FEET SOUTH OF THE GAS PUMP AND 1 FOOT NORTH OF PIPE FENCE.
 LZ0141'
 LZ0141'AZIMUTH MARK IS A STANDARD DISK, STAMPED BUTLER 1958 SET IN THE TOP
 LZ0141'OF A CONCRETE MONUMENT WHICH PROJECTS 1 INCH ABOVE THE GROUND.  IT
 LZ0141'IS 20 FEET NORTH OF STATE ROUTE 40012, 6 FEET SOUTH OF SOUTH EDGE OF
 LZ0141'A CULTIVATED FIELD, 3 FEET WEST OF A STANDARD METAL WITNESS POST AND
 LZ0141'3 FEET WEST OF A POWERLINE POLE NO 12011 H.
 LZ0141'
 LZ0141'REACH AZIMUTH MARK FROM THE DRIVEWAY OF MR. WILLIS REIFENBERG, GO
 LZ0141'SOUTH FOR 0.55 MILE TO THE T-JUNCTION WITH STATE ROUTE 40012.
 LZ0141'TURN RIGHT, WEST AND GO 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT
 LZ0141'SIDE OF STATE ROUTE 40012.
 LZ0141'
 LZ0141'HEIGHT OF LIGHT ABOVE STATION MARK 1.73 METERS.
 LZ0141
 LZ0141                          STATION RECOVERY (1959)
 LZ0141
 LZ0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LZ0141'1 MI N FROM ST JOHN.
 LZ0141'ABOUT 0.25 MILE EAST ALONG A BLACKTOP ROAD FROM THE ST JOHN
 LZ0141'LUTHERAN CHURCH AT ST JOHN THENCE 1 MILE NORTH ON A BLACKTOP
 LZ0141'ROAD THENCE 0.5 MILE WEST ON A BLACKTOP ROAD THENCE 0.35 MILE
 LZ0141'SOUTH ALONG A BLACKTOP ROAD, AT THE OLD HAZELTON AIRPORT, 28 FEET
 LZ0141'SOUTH OF THE SOUTH SIDE OF THE ONLY HANGAR, 42 FEET EAST OF THE
 LZ0141'SOUTHWEST CORNER OF THE HANGAR, 57 FEET SOUTHWEST OF THE
 LZ0141'SOUTHEAST CORNER OF THE HANGAR, 45 FEET SOUTHWEST OF RM NO 1,
 LZ0141'40 FEET EAST OF RM NO 2 AND ABOUT LEVEL WITH THE GROUND.
 LZ0141
 LZ0141                          STATION RECOVERY (1964)
 LZ0141
 LZ0141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFK)
 LZ0141'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 LZ0141'DISTANCES TO ALL MARKS CHECKED.  THE DIRECTION TO REFERENCE
 LZ0141'MARK 1 CHECKED.  THE DIRECTION TO REFERENCE MARK 2 DID NOT CHECK BY 1
 LZ0141'MINUTE AND 05 SECONDS.  THE AZIMUTH MARK WAS MOVED AT THIS TIME
 LZ0141'DUE TO WIDENING OF STATE HIGHWAY 40012.  A NEW DESCRIPTION FOLLOWS.
 LZ0141'
 LZ0141'THE STATION IS LOCATED ABOUT 11 MILES EAST OF BERWICK, ABOUT 6-1/2
 LZ0141'MILES NORTHWEST OF FREELAND AND ABOUT 6 MILES NORTHWEST OF
 LZ0141'HAZELTON.  IT IS ON THE SOUTH SIDE OF THE REIFENBERG-AVIATION INC.
 LZ0141'HANGER, ON THE PROPERTY OWNED BY MR.  WILLIS REIFENBERG.  IT IS 57
 LZ0141'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE HANGER, 42 FEET
 LZ0141'SOUTHWEST OF THE SOUTHEAST CORNER OF THE HANGER, 10 FEET SOUTH OF
 LZ0141'THE CENTERLINE OF A DRIVEWAY, AND 4 FEET NORTH OF AN IRON PIPE FENCE.
 LZ0141'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED BUTLER 1958.
 LZ0141'
 LZ0141'TO REACH FROM THE INTERSECTION OF WASHINGTON AVENUE AND NORTH BROAD
 LZ0141'STREET IN WEST HAZELTON, GO NORTHWEST ON WASHINGTON AVENUE (STATE
 LZ0141'HIGHWAY 29) FOR 6.5 MILES TO A BRIDGE OVER BIG NESCOPECK CREEK.
 LZ0141'CONTINUE NORTH ON HIGHWAY 29 FOR 0.6 MILE TO THE JUNCTION WITH STATE
 LZ0141'HIGHWAY 40012 (UNDER CONSTRUCTION).  TURN RIGHT AND GO EASTERLY ON
 LZ0141'STATE HIGHWAY 40012 FOR 3.0 MILES TO THE AZIMUTH MARK ON THE LEFT.
 LZ0141'CONTINUE EASTERLY ON HIGHWAY 40012 FOR 0.4 MILE TO A SIDE ROAD
 LZ0141'LEFT, JUST BEFORE REACHING A CONCRETE BRIDGE.  TURN LEFT AND GO
 LZ0141'NORTHERLY ON A SURFACED ROAD FOR 0.55 MILE TO A SIDE ROAD LEFT.
 LZ0141'TURN LEFT AND GO WEST-SOUTHWEST ON A GRAVELED ROAD FOR 0.15 MILE TO
 LZ0141'THE SOUTH SIDE OF THE REIFENBERG AVIATION INC.  HANGER AND THE
 LZ0141'STATION.
 LZ0141'
 LZ0141'REFERENCE MARK 1 IS 15 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY,
 LZ0141'AND 3 FEET EAST OF THE SOUTHEAST CORNER OF THE HANGER.  THE
 LZ0141'MONUMENT IS 1 INCH UNDERGROUND AND THE DISK IS STAMPED BUTLER NO 1
 LZ0141'1958.
 LZ0141'
 LZ0141'REFERENCE MARK 2 IS 34 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 LZ0141'HANGER, 16 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY, AND 1
 LZ0141'FOOT NORTH OF THE IRON PIPE FENCE.  THE MONUMENT IS FLUSH AND THE
 LZ0141'DISK IS STAMPED BUTLER NO 2 1958.
 LZ0141'
 LZ0141'THE AZIMUTH MARK IS 31 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 LZ0141'40012, AND 1 FOOT WEST OF A POWER POLE.  THE MONUMENT IS FLUSH
 LZ0141'AND THE DISK IS STAMPED BUTLER 1958 RESET 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2151 ***********************************************************************
 KX2151  DESIGNATION -  BUTLER
 KX2151  PID         -  KX2151
 KX2151  STATE/COUNTY-  PA/BUTLER
 KX2151  USGS QUAD   -  BUTLER (1977)
 KX2151
 KX2151                         *CURRENT SURVEY CONTROL
 KX2151  ___________________________________________________________________
 KX2151* NAD 83(1992)-  40 50 38.23313(N)    079 53 21.62646(W)     ADJUSTED  
 KX2151* NAVD 88     -       402.3    (meters)    1320.     (feet)  VERTCON   
 KX2151  ___________________________________________________________________
 KX2151  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 KX2151  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KX2151
 KX2151  HORZ ORDER  -  SECOND
 KX2151
 KX2151.The horizontal coordinates were established by classical geodetic methods
 KX2151.and adjusted by the National Geodetic Survey in June 2002..
 KX2151
 KX2151.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2151
 KX2151.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2151
 KX2151.The geoid height was determined by GEOID03.
 KX2151
 KX2151;                    North         East     Units Scale Factor Converg.
 KX2151;SPC PA S     -   169,920.276   419,603.047   MT  0.99998301   -1 23 16.8
 KX2151;SPC PA S     -   557,480.11  1,376,647.66   sFT  0.99998301   -1 23 16.8
 KX2151;UTM  17      - 4,522,028.207   593,628.961   MT  0.99970790   +0 43 35.1
 KX2151
 KX2151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2151!SPC PA S     -   0.99994220  x   0.99998301  =   0.99992521
 KX2151!UTM  17      -   0.99994220  x   0.99970790  =   0.99965012
 KX2151
 KX2151|---------------------------------------------------------------------|
 KX2151| PID    Reference Object                     Distance      Geod. Az  |
 KX2151|                                                           dddmmss.s |
 KX2151| CX3344 BUTLER RM 4                           5.684 METERS 00344     |
 KX2151| KX2134 BUTLER PHILLIPS GAS RADIO MAST      APPROX. 0.9 KM 0842908.3 |
 KX2151| KX2154 BUTLER AZ MK                        APPROX. 0.7 KM 0920721.7 |
 KX2151| KX2132 HERMAN ST MARYS MONASTERY TANK      APPROX. 6.4 KM 1031806.8 |
 KX2151| CX3341 BUTLER RM 1                          47.174 METERS 17850     |
 KX2151| CX3342 BUTLER RM 2                          37.719 METERS 26854     |
 KX2151| CX3343 BUTLER RM 3                          17.853 METERS 28536     |
 KX2151|---------------------------------------------------------------------|
 KX2151
 KX2151                          SUPERSEDED SURVEY CONTROL
 KX2151
 KX2151  NAD 83(1995)-  40 50 38.23551(N)    079 53 21.62338(W) AD(       ) 2
 KX2151  NAD 83(1986)-  40 50 38.23650(N)    079 53 21.62930(W) AD(       ) 2
 KX2151  NAD 27      -  40 50 38.00240(N)    079 53 22.42970(W) AD(       ) 2
 KX2151  NGVD 29 (07/19/86)  402.4    (m)         1320.     (f) VERT ANG       
 KX2151
 KX2151.Superseded values are not recommended for survey control.
 KX2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2151.See file dsdata.txt to determine how the superseded data were derived.
 KX2151
 KX2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF9362922028(NAD 83)
 KX2151_MARKER: DS = TRIANGULATION STATION DISK
 KX2151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2151
 KX2151  HISTORY     - Date     Condition        Report By
 KX2151  HISTORY     - 1958     MONUMENTED       CGS
 KX2151  HISTORY     - 1969     GOOD             CGS
 KX2151  HISTORY     - 1970     GOOD             NGS
 KX2151  HISTORY     - 1974     GOOD             NGS
 KX2151  HISTORY     - 1975     GOOD             NGS
 KX2151  HISTORY     - 1976     GOOD             NGS
 KX2151
 KX2151                          STATION DESCRIPTION
 KX2151
 KX2151'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2151'THE STATION IS APPROXIMATELY 1.25 MILES SOUTH-SOUTHEAST OF THE CENTER
 KX2151'OF BUTLER, ON THE GROUNDS OF THE MCQUISTON CONSOLIDATED
 KX2151'SCHOOL.
 KX2151'
 KX2151'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AND JEFFERSON
 KX2151'STREETS IN BUTLER, GO SOUTH ON MAIN STREET FOR 0.25 MILE TO
 KX2151'THE JUNCTION OF STATE HIGHWAY 356, TURN LEFT ON 356 AND GO 1.25 MILE
 KX2151'TO A SURFACED SIDE ROAD SHARP RIGHT, (CONTINUE STRAIGHT
 KX2151'AHEAD FOR 0.05 MILE TO AZIMUTH MARK ON THE RIGHT) TURN SHARP RIGHT
 KX2151'AND GO 0.4 MILE TO CROSSROADS, TURN LEFT AND GO 0.1 MILE TO
 KX2151'A SIDE ROAD LEFT, TURN LEFT AND GO 0.1 MILE TO ENTRANCE TO MCQUISTON
 KX2151'CONSOLIDATED SCHOOL AND STATION 120 FEET TO THE RIGHT.
 KX2151'
 KX2151'STATION MARKS ARE STANDARD DISKS STAMPED BUTLER 1958. THE SURFACE
 KX2151'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 KX2151'SURFACE OF THE GROUND. IT IS 19.6 FEET SOUTH OF EAST-WEST FENCE LINE,
 KX2151'34 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK
 KX2151'HOUSE AND 72 FEET WEST OF A TWIN-TRUNKED TREE. THE UNDERGROUND DISK
 KX2151'IS SET IN AN IRREGULAR MASS OF CONCRETE 38 INCHES BELOW
 KX2151'THE SURFACE OF THE GROUND.
 KX2151'
 KX2151'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BUTLER NO 1 1958, IS
 KX2151'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 KX2151'GROUND. IT IS 1 FOOT SOUTH OF LIGHT POST AND 1 FOOT WEST OF STEPS AT
 KX2151'ENTRANCE TO MCQUISTON CONSOLIDATED SCHOOL.
 KX2151'
 KX2151'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BUTLER NO 2 1958, IS
 KX2151'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 KX2151'GROUND. IT IS 17 FEET SOUTH OF EAST-WEST FENCE LINE AND 18.6 FEET
 KX2151'NORTH OF THE NORTHWEST CORNER OF PAVED BASKETBALL COURT.
 KX2151'
 KX2151'AZIMUTH MARK, A STANDARD DISK STAMPED BUTLER 1958, IS SET IN A SQUARE
 KX2151'CONCRETE POST WHICH PROJECTS 8 INCHES. IT IS 1 FOOT SOUTH OF
 KX2151'GUARD RAIL POST, AND 18 FEET WEST-SOUTHWEST OF CENTERLINE OF SURFACED
 KX2151'ROAD. A STANDARD WITNESS POST WAS SET 2 FEET SOUTH-SOUTHEAST
 KX2151'OF THE MARK.
 KX2151
 KX2151                          STATION RECOVERY (1969)
 KX2151
 KX2151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GLS)
 KX2151'THE STATION MARK AND AZIMUTH MARK WERE BOTH RECOVERED AND FOUND
 KX2151'TO BE IN GOOD CONDITION. BOTH REFERENCE MARK NO. 1 AND NO. 2
 KX2151'HAVE BEEN DESTROYED. THE STATION IS SET FLUSH WITH THE SURFACE OF THE
 KX2151'GROUND AND IS IN NO DANGER OF BEING DISTURBED BY THE
 KX2151'CONSTRUCTION OF A NEW ADDITION TO THE SCHOOL. HOWEVER, THE MARK WILL
 KX2151'BE COVERED WITH ABOUT 18 INCHES OF TOPSOIL. TWO NEW
 KX2151'REFERENCE MARKS WERE ESTABLISHED AND ADDITIONAL NOTES MADE, TO HELP
 KX2151'IN THE RECOVERY OF THE STATION MARK. A NEW STATION SURFACE
 KX2151'MARK CAN BE SET AFTER THE LANDSCAPING IS COMPLETED IN MAY
 KX2151'1970.
 KX2151'
 KX2151'THE STATION IS APPROXIMATELY 1.25 MILES SOUTH-SOUTHEAST OF THE CENTER
 KX2151'OF BUTLER. IT IS ON THE GROUNDS OF THE MC QUISTON
 KX2151'CONSOLIDATED SCHOOL. IT IS LOCATED NEAR THE NORTH EDGE OF THE SCHOOL
 KX2151'GROUNDS, ABOUT 120 FEET WEST OF THE ENTRANCE TO THE GROUNDS,
 KX2151'35.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK HOUSE, 19.5
 KX2151'FEET SOUTH OF AN EAST-WEST PROPERTY LINE FENCE, AND
 KX2151'APPROXIMATELY 16 FEET NORTH OF THE PROPOSED LOCATION FOR THE NORTH
 KX2151'END OF THE NEW ADDITION TO THE SCHOOL BUILDING. NOTES- 1A AND
 KX2151'7A. THE DISK IS STAMPED BUTLER 1958.
 KX2151'
 KX2151'REFERENCE MARK NO. 3, A STANDARD DISK SET IN THE TOP OF A ROUND
 KX2151'CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 KX2151'THE DISK IS STAMPED BUTLER NO 3 1958. NOTE-11B. IT IS 78 FEET WEST OF
 KX2151'THE SOUTHWEST CORNER OF A BRICK HOUSE, 21.5 FEET WEST OF A
 KX2151'CHERRY TREE, 4.5 FEET NORTH OF A SMALL MAPLE TREE, AND 1.5 FEET SOUTH
 KX2151'OF A PROPERTY LINE FENCE.
 KX2151'
 KX2151'REFERENCE MARK NO. 4, A STANDARD DISK SET IN THE TOP OF A ROUND
 KX2151'CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 KX2151'THE DISK IS STAMPED BUTLER NO 4 1958. NOTE-11B. IT IS 36 FEET EAST OF
 KX2151'A CHERRY TREE, 21 FEET WEST-SOUTHWEST OF THE
 KX2151'SOUTHWEST CORNER OF A BRICK HOUSE, AND 0.5 FOOT SOUTH OF A PROPERTY
 KX2151'LINE FENCE.
 KX2151'
 KX2151'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BUTLER 1958, SET IN A
 KX2151'SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 0.05
 KX2151'MILE SOUTH OF A CROSSROAD AND TRAFFIC LIGHT, 18 FEET WEST-SOUTHWEST
 KX2151'OF THE CENTERLINE OF THE HIGHWAY, AND IS 1 FOOT SOUTH OF THE
 KX2151'THIRD GUARDRAIL POST FROM THE NORTH.
 KX2151'
 KX2151'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AND JEFFERSON
 KX2151'STREETS IN BUTLER, GO SOUTH ON MAIN STREET FOR 0.25 MILE TO
 KX2151'THE JUNCTION OF STATE HIGHWAY 356, TURN LEFT ONTO STATE HIGHWAY 356
 KX2151'AND GO 1.25 MILES TO A CROSSROAD AT TRAFFIC LIGHT AND SUMMIT
 KX2151'OF GRADE (AZIMUTH MARK 0.05 MILE STRAIGHT AHEAD ON RIGHT), TURN RIGHT
 KX2151'AND GO 0.4 MILE TO A CROSSROAD, TURN LEFT AND GO 0.05 MILE,
 KX2151'BEAR TO RIGHT AND GO WEST FOR 0.05 MILE, TURN LEFT AND GO SOUTH FOR
 KX2151'0.1 MILE TO ENTRANCE TO SCHOOL AND STATION ON RIGHT.
 KX2151'
 KX2151'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.25 MILES
 KX2151'SOUTH-SOUTHEAST OF BUTLER
 KX2151
 KX2151                          STATION RECOVERY (1970)
 KX2151
 KX2151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 KX2151'THE STATION MARK, AZIMUTH MARK, REFERENCE MARK NO. 3, AND REFERENCE
 KX2151'MARK NO. 4 WERE ALL RECOVERED AND FOUND TO BE IN GOOD
 KX2151'CONDITION. REFERENCE MARK NO. 3 WAS FOUND TO BE STAMPED BUTLER NO 3
 KX2151'1958 1969, REFERENCE MARK NO. 4 WAS FOUND TO BE STAMPED
 KX2151'BUTLER NO 4 1958 1969. THE NEW ADDITION TO THE MCQUISTION SCHOOL HAS
 KX2151'BEEN COMPLETED AND THE FINAL GRADING OF GROUND HAS BEEN
 KX2151'COMPLETED. A NEW AND COMPLETE DESCRIPTION OF THE STATION FOLLOWS-
 KX2151'
 KX2151'THE STATION IS LOCATED APPROXIMATELY 1.25 MILES SOUTH-SOUTHEAST FROM
 KX2151'THE CENTER OF BUTLER. IT IS ON THE GROUNDS OF THE MCQUISTION
 KX2151'CONSOLIDATED SCHOOL, LOCATED NEAR THE NORTH END OF THE SCHOOL
 KX2151'GROUNDS. IT IS ABOUT 120 FEET WEST OF THE ENTRANCE TO THE
 KX2151'SCHOOL GROUNDS, 35.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 KX2151'BRICK HOUSE, 30.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 KX2151'THE MOST WESTERLY ONE OF THREE BRICK WALLS EXTENDING NORTH FROM
 KX2151'SCHOOL BUILDING, 19.0 FEET SOUTH OF AN EAST-WEST PROPERTY
 KX2151'LINE, 18.5 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE
 KX2151'CENTER ONE OF THREE BRICK WING WALLS ON NORTH END OF SCHOOL BUILDING.
 KX2151'IT IS SET 6-INCHES BELOW THE
 KX2151'SURFACE OF THE GROUND AND THE DISK IS STAMPED BUTLER 1958.
 KX2151'
 KX2151'REFERENCE MARK NO. 3 IS 70 FEET WEST OF THE SOUTHWEST CORNER OF A
 KX2151'BRICK HOUSE, 4.5 FEET NORTH OF A SMALL MAPLE TREE, AND 1.5
 KX2151'FEET SOUTH OF PROPERTY LINE FENCE. IT IS SET
 KX2151'FLUSH WITH THE GROUND AND THE DISK IS STAMPED BUTLER NO 3
 KX2151'1958 1969.
 KX2151'
 KX2151'REFERENCE MARK NO. 4 IS 38 FEET NORTH OF THE NORTH END OF SCHOOL
 KX2151'BUILDING, 36 FEET EAST OF A CHERRY TREE, 21 FEET WEST- SOUTHWEST OF
 KX2151'THE SOUTHWEST CORNER OF A BRICK HOUSE, AND 0.5 FOOT SOUTH OF PROPERTY
 KX2151'LINE FENCE. IT IS DESCRIBED BY NOTE 11B, SET FLUSH WITH GROUND AND
 KX2151'THE DISK IS STAMPED BUTLER NO 4 1958 1969.
 KX2151'
 KX2151'THE AZIMUTH MARK IS SET ON ROAD RIGHT-OF-WAY, 0.05 MILE SOUTH OF A
 KX2151'CROSSROAD AND TRAFFIC LIGHT, 18 FEET WEST-SOUTHWEST
 KX2151'OF THE CENTERLINE OF HIGHWAY, AND IS 1.0 FOOT SOUTH OF THE THIRD
 KX2151'GUARD RAIL POST FROM THE NORTH END.  IT
 KX2151'PROJECTS 4 INCHES ABOVE GROUND, AND THE DISK IS STAMPED BUTLER 1958.
 KX2151'
 KX2151'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AND JEFFERSON
 KX2151'STREETS IN BUTLER, GO SOUTH ON MAIN STREET FOR 0.25 MILE TO
 KX2151'THE JUNCTION WITH STATE HIGHWAY 356, TURN LEFT ON HIGHWAY 356 AND GO
 KX2151'1.25 MILES TO A TRAFFIC LIGHT AND CROSSROAD AT SUMMIT OF
 KX2151'GRADE (AZIMUTH MARK IS 0.05 MILE STRAIGHT AHEAD ON RIGHT), TURN RIGHT
 KX2151'AND GO WEST FOR 0.4 MILE TO A CROSSROAD, TURN LEFT AND GO
 KX2151'0.05 MILE, BEAR RIGHT AND GO WEST FOR 0.05 MILE, TURN LEFT AND GO
 KX2151'SOUTH FOR 0.1 MILE TO ENTRANCE TO SCHOOL AND STATION ABOUT 120
 KX2151'FEET TO RIGHT.
 KX2151'
 KX2151'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.25 MILES
 KX2151'SOUTH-SOUTHWEST OF BUTLER
 KX2151
 KX2151                          STATION RECOVERY (1974)
 KX2151
 KX2151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KX2151'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 KX2151'AS DESCRIBED IN THE 1969 DESCRIPTION WITH THE FOLLOWING
 KX2151'EXCEPTIONS. REFERENCE MARK 3 IS STAMPED BUTLER 1958 NO 3 1969 NOT
 KX2151'BUTLER NO 3 1958 AS STATED IN THE 1969 DESCRIPTION. REFERENCE
 KX2151'MARK 4 IS STAMPED BUTLER 1958 NO 4 1969 NOT BUTLER NO 4 1958 AS
 KX2151'STATED IN THE 1969 DESCRIPTION. ALL DISTANCES TO ALL
 KX2151'OBJECTS AGREED WITH THE 1969 MEASUREMENTS. THE STATION MARK IS ABOUT
 KX2151'1 FOOT BELOW THE SURFACE OF THE SCHOOL YARD. THERE ARE NO
 KX2151'OTHER CHANGES TO BE NOTED.
 KX2151'
 KX2151'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN THE SOUTHEAST
 KX2151'PART OF BUTLER
 KX2151
 KX2151                          STATION RECOVERY (1975)
 KX2151
 KX2151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KX2151'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 KX2151'CONDITION.  THE 1970 IS ADEUATE.
 KX2151'
 KX2151'VISIBILITY IS LIMITED IN ALL DIRECTIONS EXCEPT TO THE EAST.
 KX2151'
 KX2151'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/4 MILES
 KX2151'SOUTH-SOUTHEAST OF BUTLER.
 KX2151
 KX2151                          STATION RECOVERY (1976)
 KX2151
 KX2151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 KX2151'NO OTHER OBJECTS V.G.
 KX2151'
 KX2151'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 KX2151'AS DESCRIBED IN THE 1969 DESCRIPTION.  A DIFFERENCE OF 4 MINUTES AND
 KX2151'56 SECONDS IN DIRECTION WAS NOTED TO REFERENCE MARK 4.  THE REASON
 KX2151'FOR THE DIFFERENCE IS UNKNOWN.  ALL OTHER DISTANCES AND DIRECTIONS
 KX2151'WERE WITHIN CLOSE AGREEMENT WITH THE PREVIOUS DESCRIPTION.
 KX2151'
 KX2151'THE AZIMUTH MARK WAS USED AS A TRAVERSE POINT WHILE ESTABLISHING A
 KX2151'STATION AT THE BUTLER COMMUNITY COLLEGE.
 KX2151'
 KX2151'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTH OF
 KX2151'BUTLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2894 ***********************************************************************
 KW2894  DESIGNATION -  BUTLER
 KW2894  PID         -  KW2894
 KW2894  STATE/COUNTY-  PA/HUNTINGDON
 KW2894  USGS QUAD   -  BUTLER KNOB (1971)
 KW2894
 KW2894                         *CURRENT SURVEY CONTROL
 KW2894  ___________________________________________________________________
 KW2894* NAD 83(1992)-  40 17 35.91330(N)    077 57 59.42596(W)     ADJUSTED  
 KW2894* NAVD 88     -       710.     (meters)    2329.     (feet)  SCALED    
 KW2894  ___________________________________________________________________
 KW2894  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 KW2894  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 KW2894
 KW2894  HORZ ORDER  -  FIRST
 KW2894
 KW2894.The horizontal coordinates were established by classical geodetic methods
 KW2894.and adjusted by the National Geodetic Survey in June 2002..
 KW2894
 KW2894.The orthometric height was scaled from a topographic map.
 KW2894
 KW2894.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2894
 KW2894.The geoid height was determined by GEOID03.
 KW2894
 KW2894;                    North         East     Units Scale Factor Converg.
 KW2894;SPC PA S     -   106,613.163   581,591.657   MT  0.99996325   -0 08 25.7
 KW2894;SPC PA S     -   349,780.02  1,908,105.29   sFT  0.99996325   -0 08 25.7
 KW2894;UTM  18      - 4,464,535.980   247,847.951   MT  1.00038274   -1 55 10.0
 KW2894;UTM  17      - 4,464,728.984   757,846.668   MT  1.00041850   +1 57 46.2
 KW2894
 KW2894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2894!SPC PA S     -   0.99989395  x   0.99996325  =   0.99985721
 KW2894!UTM  18      -   0.99989395  x   1.00038274  =   1.00027665
 KW2894!UTM  17      -   0.99989395  x   1.00041850  =   1.00031241
 KW2894
 KW2894|---------------------------------------------------------------------|
 KW2894| PID    Reference Object                     Distance      Geod. Az  |
 KW2894|                                                           dddmmss.s |
 KW2894| KW2893 JACKS MOUNTAIN LOOKOUT TOWER         18.105 METERS 16958     |
 KW2894| CK6735 BUTLER RM 1                          18.236 METERS 18053     |
 KW2894| KX2226 ROCK HILL                           APPROX.22.1 KM 2181010.3 |
 KW2894| CK6736 BUTLER RM 2                          22.812 METERS 23244     |
 KW2894|---------------------------------------------------------------------|
 KW2894
 KW2894                          SUPERSEDED SURVEY CONTROL
 KW2894
 KW2894  NAD 83(1986)-  40 17 35.91472(N)    077 57 59.43786(W) AD(       ) 1
 KW2894  NAD 27      -  40 17 35.63632(N)    077 58 00.43891(W) AD(       ) 1
 KW2894
 KW2894.Superseded values are not recommended for survey control.
 KW2894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2894.See file dsdata.txt to determine how the superseded data were derived.
 KW2894
 KW2894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK4784864536(NAD 83)
 KW2894_MARKER: DS = TRIANGULATION STATION DISK
 KW2894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2894
 KW2894  HISTORY     - Date     Condition        Report By
 KW2894  HISTORY     - 1941     MONUMENTED       CGS
 KW2894  HISTORY     - 1974     GOOD             NGS
 KW2894
 KW2894                          STATION DESCRIPTION
 KW2894
 KW2894'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KW2894'STATION IS LOCATED ABOUT 7-1/2 MILES SW OF MOUNT UNION ON THE SUMMIT
 KW2894'OF BUTLERS KNOB WHICH IS THE HIGHEST POINT OF JACKS MOUNTAIN,
 KW2894'47 FEET NW OF NW LEG OF JACKS MOUNTAIN LOOKOUT TOWER AND ON STATE
 KW2894'OWNED LAND.  IT IS STAMPED BUTLER 1941 AND PROJECTS 6 INCHES.
 KW2894'
 KW2894'SURFACE, UNDERGROUND, AND REFERENCE MARK NO. 2 ARE STANDARD BRONZE
 KW2894'DISKS SET IN CONCRETE.
 KW2894'
 KW2894'REFERENCE MARK NO. 1 IS A STANDARD DISK SET FLUSH IN THE TOP OF THE
 KW2894'CONCRETE BASE OF THE NW LEG OF THE LOOKOUT TOWER, AND IS
 KW2894'STAMPED BUTLER NO. 1 1941.
 KW2894'
 KW2894'REFERENCE MARK NO. 2 IS AT THE SE CORNER OF THE RANGER CABIN, IS
 KW2894'STAMPED BUTLER NO. 2 1941, AND PROJECTS 6 INCHES.
 KW2894'
 KW2894'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION AS THE MOUNTAIN IS
 KW2894'COVERED WITH TALL TIMBER.  SHIRLEYSBURG BAPTIST CHURCH SPIRE
 KW2894'AND SHIRLEYSBURG PRESBYTERIAN CHURCH SPIRE MAY BE USED AS AZIMUTHS
 KW2894'WHEN AND IF THE MOUNTAIN IS CLEARED.
 KW2894'
 KW2894'THE DISTANCE WAS MEASURED FROM THE CENTER OF THE BASE OF THE LOOKOUT
 KW2894'TOWER TO THE STATION.  THE DIRECTION WAS ALSO OBSERVED.  IT IS
 KW2894'A 4-LEGGED STEEL STRUCTURE ABOUT 75 FEET HIGH WITH A GLASS-ENCLOSED
 KW2894'CAB ON TOP.  IT IS OWNED AND OPERATED BY THE DEPARTMENT OF
 KW2894'FORESTS AND WATERS OF THE STATE OF PENNSYLVANIA.
 KW2894'
 KW2894'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 522 AND STATE
 KW2894'HIGHWAY 276 IN MOUNT UNION, GO SOUTHERLY ON HIGHWAY 276 FOR
 KW2894'9.0 MILES TO A FORKS, BEAR RIGHT AND CONTINUE ON HIGHWAY 276 FOR 0.3
 KW2894'MILE TO A DIRT CROSS ROAD.  TURN RIGHT AND GO WESTERLY 0.2
 KW2894'MILE TO A FORKS, TAKE RIGHT FORK AND GO 1.3 MILES TO A BAR GATE
 KW2894'(ENTRANCE TO STATE GAME REFUGE NO. 99) PASS THROUGH GATE AND
 KW2894'CONTINUE ON MAIN IMPROVED ROAD FOR 1.7 MILES TO A SIDE ROAD RIGHT AND
 KW2894'A FENCED AREA ON THE LEFT, TURN RIGHT AND GO 0.05 MILE TO A
 KW2894'CROSS ROAD.  TURN LEFT AND FOLLOW ONLY ROAD
 KW2894'NORTHWESTERLY UP THE MOUNTAIN FOR 2.5 MILES TO THE LOOKOUT TOWER AND
 KW2894'THE STATION.  THIS ROAD UP THE MOUNTAIN IS ROUGH AND ROCKY
 KW2894'BUT A TRUCK CAN BE DRIVEN TO THE STATION WITH CARE.
 KW2894'
 KW2894'A 64-FOOT TOWER IS NEEDED TO SEE ALL LINES AT THIS STATION.
 KW2894'
 KW2894'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 KW2894
 KW2894                          STATION RECOVERY (1974)
 KW2894
 KW2894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KW2894'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 KW2894'DUE TO CONSTRUCTION IN THE AREA, A NEW DESCRIPTION WILL
 KW2894'BE REQUIRED IN ABOUT 5 YEARS.  THERE IS NO DANGER OF THE MARKERS
 KW2894'BEING DISTURBED BY THE CONSTRUCTION.
 KW2894'
 KW2894'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 7-1/2 MILES SW OF
 KW2894'MOUNT UNION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2506 ***********************************************************************
 KX2506  DESIGNATION -  BUTLER 0
 KX2506  PID         -  KX2506
 KX2506  STATE/COUNTY-  PA/BUTLER
 KX2506  USGS QUAD   -  BUTLER (1977)
 KX2506
 KX2506                         *CURRENT SURVEY CONTROL
 KX2506  ___________________________________________________________________
 KX2506* NAD 83(1992)-  40 46 38.55928(N)    079 56 42.69131(W)     ADJUSTED  
 KX2506* NAVD 88     -       380.18   (+/-2cm)    1247.3    (feet)  VERTCON   
 KX2506  ___________________________________________________________________
 KX2506  X           -     844,498.904 (meters)                     COMP
 KX2506  Y           -  -4,762,745.397 (meters)                     COMP
 KX2506  Z           -   4,143,959.561 (meters)                     COMP
 KX2506  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 KX2506  ELLIP HEIGHT-         346.36  (meters)          (08/09/01) GPS OBS
 KX2506  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KX2506
 KX2506  HORZ ORDER  -  FIRST
 KX2506  VERT ORDER  -  THIRD ? (See Below)
 KX2506  ELLP ORDER  -  FOURTH    CLASS II
 KX2506
 KX2506.The horizontal coordinates were established by GPS observations
 KX2506.and adjusted by the National Geodetic Survey in September 1994..
 KX2506
 KX2506.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2506.The vertical order pertains to the NGVD 29 superseded value.
 KX2506
 KX2506.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KX2506
 KX2506.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2506
 KX2506.The ellipsoidal height was determined by GPS observations
 KX2506.and is referenced to NAD 83.
 KX2506
 KX2506.The geoid height was determined by GEOID03.
 KX2506
 KX2506;                    North         East     Units Scale Factor Converg.
 KX2506;SPC PA S     -   162,645.003   414,710.662   MT  0.99997572   -1 25 27.2
 KX2506;SPC PA S     -   533,611.15  1,360,596.56   sFT  0.99997572   -1 25 27.2
 KX2506;UTM  17      - 4,514,579.493   589,009.526   MT  0.99969751   +0 41 20.3
 KX2506
 KX2506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2506!SPC PA S     -   0.99994567  x   0.99997572  =   0.99992139
 KX2506!UTM  17      -   0.99994567  x   0.99969751  =   0.99964320
 KX2506
 KX2506|---------------------------------------------------------------------|
 KX2506| PID    Reference Object                     Distance      Geod. Az  |
 KX2506|                                                           dddmmss.s |
 KX2506| KX2503 ARP BTP                             373.387 METERS 25555     |
 KX2506|---------------------------------------------------------------------|
 KX2506
 KX2506                          SUPERSEDED SURVEY CONTROL
 KX2506
 KX2506  ELLIP H (09/15/94)  346.35   (m)                       GP(       ) 4 1
 KX2506  NGVD 29 (09/15/94)  380.32   (m)         1247.8    (f) LEVELING    3  
 KX2506
 KX2506.Superseded values are not recommended for survey control.
 KX2506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2506.See file dsdata.txt to determine how the superseded data were derived.
 KX2506
 KX2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF8901014579(NAD 83)
 KX2506_MARKER: DQ = CALIBRATION BASE LINE DISK
 KX2506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2506_SP_SET: CONCRETE POST
 KX2506_STAMPING: BUTLER 0
 KX2506_MARK LOGO: NGS   
 KX2506_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX2506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX2506+SATELLITE: SATELLITE OBSERVATIONS - 1987
 KX2506
 KX2506  HISTORY     - Date     Condition        Report By
 KX2506  HISTORY     - 1987     MONUMENTED       NOS
 KX2506
 KX2506                          STATION DESCRIPTION
 KX2506
 KX2506'DESCRIBED BY NATIONAL OCEAN SERVICE 1987
 KX2506'STATION IS LOCATED AT THE BUTLER COUNTY AIRPORT WHICH IS ABOUT 5 MI
 KX2506'(8.0 KM) SOUTH OF THE CITY OF BUTLER, PA ABOUT 1 MI (1.6 KM) WEST OF
 KX2506'STATE ROUTE 8.
 KX2506'ACCESS TO THE FIELD SHOULD BE ARRANGED THROUGH THE AIRPORT MANAGER AT
 KX2506'THE BEAVER AVIATION SERVICE, INC HANGAR.  OFFICE PHONE NUMBER IS
 KX2506'412-586-7786.
 KX2506'TO REACH FROM THE MAIN HANGAR (THE NORTHERNMOST BRICK AND SHEET METAL
 KX2506'HANGAR) PROCEED SOUTH ACROSS THE RAMP TO A TAXIWAY RUNNING PARALLEL
 KX2506'TO THE RUNWAY.  TURN LEFT (EAST) AND DRIVE 0.3 MI (0.5 KM) TO A
 KX2506'CONNECTOR TAXIWAY. CROSS RUNWAY BEARING RIGHT (EAST) AND PROCEED TO
 KX2506'TOP OF A RISE AND THE STATION JUST SOUTH OF A FIBERGLASS WITNESS
 KX2506'SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2154 ***********************************************************************
 KX2154  DESIGNATION -  BUTLER AZ MK
 KX2154  PID         -  KX2154
 KX2154  STATE/COUNTY-  PA/BUTLER
 KX2154  USGS QUAD   -  BUTLER (1977)
 KX2154
 KX2154                         *CURRENT SURVEY CONTROL
 KX2154  ___________________________________________________________________
 KX2154* NAD 83(1992)-  40 50 37.38359(N)    079 52 51.48388(W)     ADJUSTED  
 KX2154* NAVD 88     -       398.1    (meters)    1306.     (feet)  VERTCON   
 KX2154  ___________________________________________________________________
 KX2154  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 KX2154  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KX2154
 KX2154  HORZ ORDER  -  THIRD
 KX2154
 KX2154.The horizontal coordinates were established by classical geodetic methods
 KX2154.and adjusted by the National Geodetic Survey in June 2002..
 KX2154.No horizontal observational check was made to the station.
 KX2154
 KX2154.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2154
 KX2154.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2154
 KX2154.The geoid height was determined by GEOID03.
 KX2154
 KX2154;                    North         East     Units Scale Factor Converg.
 KX2154;SPC PA S     -   169,877.008   420,308.314   MT  0.99998298   -1 22 57.2
 KX2154;SPC PA S     -   557,338.15  1,378,961.53   sFT  0.99998298   -1 22 57.2
 KX2154;UTM  17      - 4,522,010.994   594,335.151   MT  0.99970953   +0 43 54.8
 KX2154
 KX2154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2154!SPC PA S     -   0.99994286  x   0.99998298  =   0.99992584
 KX2154!UTM  17      -   0.99994286  x   0.99970953  =   0.99965241
 KX2154
 KX2154:                Primary Azimuth Mark                     Grid Az
 KX2154:SPC PA S     -  BUTLER PEOPLES MICROWAVE TOWER           176 48 48.1
 KX2154:UTM  17      -  BUTLER PEOPLES MICROWAVE TOWER           174 41 56.1
 KX2154
 KX2154|---------------------------------------------------------------------|
 KX2154| PID    Reference Object                     Distance      Geod. Az  |
 KX2154|                                                           dddmmss.s |
 KX2154| KX2147 BUTLER PEOPLES MICROWAVE TOWER      APPROX. 0.8 KM 1752550.9 |
 KX2154| KX2156 BUTLER COL TEL TP 1                 274.293 METERS 21259     |
 KX2154| KX2151 BUTLER                              APPROX. 0.7 KM 2720741.4 |
 KX2154| KX2144 BUTLER SOUTH HILLS MUN TANK         APPROX. 0.6 KM 3294327.9 |
 KX2154|---------------------------------------------------------------------|
 KX2154
 KX2154                          SUPERSEDED SURVEY CONTROL
 KX2154
 KX2154  NAD 83(1995)-  40 50 37.38606(N)    079 52 51.48080(W) AD(       ) 3
 KX2154  NAD 83(1986)-  40 50 37.38697(N)    079 52 51.48677(W) AD(       ) 3
 KX2154  NAD 27      -  40 50 37.15299(N)    079 52 52.28724(W) AD(       ) 3
 KX2154  NGVD 29 (07/19/86)  398.2    (m)         1306.     (f) VERT ANG       
 KX2154
 KX2154.Superseded values are not recommended for survey control.
 KX2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2154.See file dsdata.txt to determine how the superseded data were derived.
 KX2154
 KX2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF9433522011(NAD 83)
 KX2154_MARKER: DZ = AZIMUTH MARK DISK
 KX2154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2154_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KX2154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX2154+STABILITY: SURFACE MOTION
 KX2154
 KX2154  HISTORY     - Date     Condition        Report By
 KX2154  HISTORY     - 1976     MONUMENTED       NGS
 KX2154  HISTORY     - 20030316 POOR             PA-019
 KX2154
 KX2154                          STATION DESCRIPTION
 KX2154
 KX2154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 KX2154'THE MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT WAS USED
 KX2154'AS A TRAVERSE STATION AT THIS DATE.
 KX2154'
 KX2154'A COMPLETE DESCRIPTION OF THE STATION FOLLOWS.
 KX2154'
 KX2154'IT IS LOCATED ABOUT 1-1/4 MILE SOUTHEAST OF BUTLER, 1/4 MILE
 KX2154'SOUTHEAST OF THE BUTLER COUNTY FARM AND JUST WEST OF A SMALL
 KX2154'SUPERMARKET.  IT IS ON THE RIGHT-OF-WAY OF STATE HIGHWAY 356.
 KX2154'
 KX2154'TO REACH FROM THE INTERSECTION OF MAIN STREET AND JEFFERSON
 KX2154'STREET IN BUTLER, GO SOUTH ON MAIN STREET FOR 0.25 MILE TO STATE
 KX2154'HIGHWAY 356.  TURN LEFT AND GO EAST AND SOUTH ON STATE HIGHWAY
 KX2154'356 FOR 1.25 MILE TO A CROSSROADS.  CONTINUE SOUTH ON STATE
 KX2154'HIGHWAY 356 FOR 0.05 MILE TO THE MARK ON THE RIGHT.
 KX2154'
 KX2154'THE MARK IS A STANDARD AZIMUTH MARK DISK STAMPED BUTLER 1958, SET
 KX2154'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING
 KX2154'6-INCHES.  IT IS JUST WEST OF THE SUPERMARKET, 18 FEET WEST OF THE
 KX2154'CENTER OF THE ROAD, 2 FEET NORTH-NORTHWEST OF A WITNESS POST
 KX2154'AND 1 FOOT WEST OF A GUARD RAIL ALONG THE WEST SIDE OF THE ROAD.
 KX2154'
 KX2154'THERE ARE NO REFERENCE MARKS AT THIS POINT.
 KX2154'
 KX2154'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/4 MILE
 KX2154'SOUTHEAST OF BUTLER.
 KX2154
 KX2154                          STATION RECOVERY (2003)
 KX2154
 KX2154'RECOVERY NOTE BY BUTLER COUNTY PENNSYLVANIA 2003 (RLC)
 KX2154'COORDINATES N40 50.623 W079 52.855 THE MARK IS IN GOOD CONDITION BUT
 KX2154'CANNOT BE USED FOR MEASUREMENTS BECAUSE THE CONCRETE MONUMENT HAS BEEN
 KX2154'UPROOTED AND IS LEANING. THE WITNESS POST IS MISSING. THE SMALL
 KX2154'SUPERMARKET HAS BEEN REPLACED BY A SHEETZ GASOLINE STATION.
 KX2154' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2153 ***********************************************************************
 KX2153  DESIGNATION -  BUTLER COL TEL RM 1
 KX2153  PID         -  KX2153
 KX2153  STATE/COUNTY-  PA/BUTLER
 KX2153  USGS QUAD   -  BUTLER (1977)
 KX2153
 KX2153                         *CURRENT SURVEY CONTROL
 KX2153  ___________________________________________________________________
 KX2153* NAD 83(1992)-  40 49 50.89017(N)    079 54 47.38262(W)     ADJUSTED  
 KX2153* NAVD 88     -       388.4    (meters)    1274.     (feet)  VERTCON   
 KX2153  ___________________________________________________________________
 KX2153  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 KX2153  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KX2153
 KX2153  HORZ ORDER  -  THIRD
 KX2153
 KX2153.The horizontal coordinates were established by classical geodetic methods
 KX2153.and adjusted by the National Geodetic Survey in June 2002..
 KX2153.No horizontal observational check was made to the station.
 KX2153
 KX2153.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2153
 KX2153.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2153
 KX2153.The geoid height was determined by GEOID03.
 KX2153
 KX2153;                    North         East     Units Scale Factor Converg.
 KX2153;SPC PA S     -   168,509.262   417,558.993   MT  0.99998146   -1 24 12.4
 KX2153;SPC PA S     -   552,850.80  1,369,941.46   sFT  0.99998146   -1 24 12.4
 KX2153;UTM  17      - 4,520,543.154   591,638.904   MT  0.99970336   +0 42 38.4
 KX2153
 KX2153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2153!SPC PA S     -   0.99994439  x   0.99998146  =   0.99992585
 KX2153!UTM  17      -   0.99994439  x   0.99970336  =   0.99964776
 KX2153
 KX2153:                Primary Azimuth Mark                     Grid Az
 KX2153:SPC PA S     -  BUTLER PHILLIPS GAS RADIO MAST           063 03 18.6
 KX2153:UTM  17      -  BUTLER PHILLIPS GAS RADIO MAST           060 56 27.8
 KX2153
 KX2153|---------------------------------------------------------------------|
 KX2153| PID    Reference Object                     Distance      Geod. Az  |
 KX2153|                                                           dddmmss.s |
 KX2153| KX2134 BUTLER PHILLIPS GAS RADIO MAST      APPROX. 3.2 KM 0613906.2 |
 KX2153| KX2156 BUTLER COL TEL TP 1                 APPROX. 2.8 KM 0645106.4 |
 KX2153| KX2147 BUTLER PEOPLES MICROWAVE TOWER      APPROX. 2.9 KM 0762032.8 |
 KX2153| KX2152 BUTLER COL TEL                       14.753 METERS 27225     |
 KX2153| CX3348 BUTLER COL TEL RM 2                  59.585 METERS 29718     |
 KX2153|---------------------------------------------------------------------|
 KX2153
 KX2153                          SUPERSEDED SURVEY CONTROL
 KX2153
 KX2153  NAD 83(1995)-  40 49 50.89220(N)    079 54 47.37921(W) AD(       ) 3
 KX2153  NAD 83(1986)-  40 49 50.89352(N)    079 54 47.38541(W) AD(       ) 3
 KX2153  NAD 27      -  40 49 50.65903(N)    079 54 48.18244(W) AD(       ) 3
 KX2153  NGVD 29 (07/19/86)  388.5    (m)         1275.     (f) VERT ANG       
 KX2153
 KX2153.Superseded values are not recommended for survey control.
 KX2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2153.See file dsdata.txt to determine how the superseded data were derived.
 KX2153
 KX2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF9163920543(NAD 83)
 KX2153_MARKER: DR = REFERENCE MARK DISK
 KX2153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2153_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KX2153
 KX2153  HISTORY     - Date     Condition        Report By
 KX2153  HISTORY     - 1975     MONUMENTED       NGS
 KX2153  HISTORY     - 20020914 MARK NOT FOUND   INDIV
 KX2153
 KX2153                          STATION DESCRIPTION
 KX2153
 KX2153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 KX2153'$
 KX2153'THE STATION IS LOCATED ABOUT 1-1/4 AIRLINE MILES SOUTH OF BUTLER,
 KX2153'1/2 MILE EAST OF THE BESSEMER AND LAKE ERIE RAILROAD AND IN THE
 KX2153'NORTHWEST PART OF THE BUTLER COMMUNITY COLLEGE.  IT IS JUST
 KX2153'SOUTHEAST OF THE COLLEGE TELESCOPE BUILDING.  THE PROPERTY IS OWNED
 KX2153'BY THE COLLEGE.
 KX2153'
 KX2153'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BUTLER COL TEL NO 1 1975
 KX2153'SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH
 KX2153'WITH THE SURFACE.  IT IS 40 FEET NORTHEAST OF THE PINE TREE AND 13
 KX2153'FEET SOUTHWEST OF A LIGHT POLE.
 KX2153
 KX2153                          STATION RECOVERY (2002)
 KX2153
 KX2153'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLC)
 KX2153'THE MARK AND CONCRETE MONUMENT WERE LOST IN THE EXCAVATION OF A NEW
 KX2153'BUILDING, PARKING LOT AND ROADWAY AT THE BUTLER COUNTY COMMUNITY
 KX2153'COLLEGE. THE GROUND LEVEL ELEVATION AT THE COORDINATES OF THE
 KX2153'BENCHMARK IS NOW 11 FEET BELOW THE STATED ALTITUDE OF 1274 FEET. RM NO
 KX2153'2 REMAINS IN GOOD CONDITION AT THE TELESCOPE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2139 ***********************************************************************
 KX2139  DESIGNATION -  BUTLER COUNTY CTHSE CLOCKTOWER
 KX2139  PID         -  KX2139
 KX2139  STATE/COUNTY-  PA/BUTLER
 KX2139  USGS QUAD   -  BUTLER (1977)
 KX2139
 KX2139                         *CURRENT SURVEY CONTROL
 KX2139  ___________________________________________________________________
 KX2139* NAD 83(1992)-  40 51 30.37991(N)    079 53 44.29005(W)     ADJUSTED  
 KX2139* NAVD 88     -                                                        
 KX2139  ___________________________________________________________________
 KX2139  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 KX2139  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 KX2139
 KX2139  HORZ ORDER  -  THIRD
 KX2139
 KX2139.The horizontal coordinates were established by classical geodetic methods
 KX2139.and adjusted by the National Geodetic Survey in June 2002..
 KX2139
 KX2139
 KX2139.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2139
 KX2139.The geoid height was determined by GEOID03.
 KX2139
 KX2139;                    North         East     Units Scale Factor Converg.
 KX2139;SPC PA S     -   171,541.252   419,111.376   MT  0.99998478   -1 23 31.5
 KX2139;SPC PA S     -   562,798.26  1,375,034.57   sFT  0.99998478   -1 23 31.5
 KX2139;UTM  17      - 4,523,629.495   593,077.968   MT  0.99970663   +0 43 21.1
 KX2139
 KX2139                          SUPERSEDED SURVEY CONTROL
 KX2139
 KX2139  NAD 83(1995)-  40 51 30.38281(N)    079 53 44.28813(W) AD(       ) 4
 KX2139  NAD 83(1986)-  40 51 30.38324(N)    079 53 44.29338(W) AD(       ) 4
 KX2139  NAD 27      -  40 51 30.15300(N)    079 53 45.10400(W) AD(       ) 3
 KX2139
 KX2139.Superseded values are not recommended for survey control.
 KX2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2139.See file dsdata.txt to determine how the superseded data were derived.
 KX2139
 KX2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF9307823629(NAD 83)
 KX2139_MARKER: 55 = TOWER
 KX2139
 KX2139  HISTORY     - Date     Condition        Report By
 KX2139  HISTORY     - 1958     FIRST OBSERVED   CGS
 KX2139
 KX2139                          STATION DESCRIPTION
 KX2139
 KX2139'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2133 ***********************************************************************
 KX2133  DESIGNATION -  BUTLER COUNTY MEM HOSP STACK
 KX2133  PID         -  KX2133
 KX2133  STATE/COUNTY-  PA/BUTLER
 KX2133  USGS QUAD   -  BUTLER (1977)
 KX2133
 KX2133                         *CURRENT SURVEY CONTROL
 KX2133  ___________________________________________________________________
 KX2133* NAD 83(1992)-  40 51 59.51606(N)    079 52 48.51797(W)     ADJUSTED  
 KX2133* NAVD 88     -                                                        
 KX2133  ___________________________________________________________________
 KX2133  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 KX2133  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KX2133
 KX2133  HORZ ORDER  -  THIRD
 KX2133
 KX2133.The horizontal coordinates were established by classical geodetic methods
 KX2133.and adjusted by the National Geodetic Survey in June 2002..
 KX2133
 KX2133
 KX2133.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2133
 KX2133.The geoid height was determined by GEOID03.
 KX2133
 KX2133;                    North         East     Units Scale Factor Converg.
 KX2133;SPC PA S     -   172,408.139   420,438.878   MT  0.99998579   -1 22 55.3
 KX2133;SPC PA S     -   565,642.37  1,379,389.89   sFT  0.99998579   -1 22 55.3
 KX2133;UTM  17      - 4,524,544.522   594,372.219   MT  0.99970962   +0 43 58.0
 KX2133
 KX2133                          SUPERSEDED SURVEY CONTROL
 KX2133
 KX2133  NAD 83(1995)-  40 51 59.51919(N)    079 52 48.51484(W) AD(       ) 4
 KX2133  NAD 83(1986)-  40 51 59.51939(N)    079 52 48.52112(W) AD(       ) 4
 KX2133  NAD 27      -  40 51 59.28700(N)    079 52 49.32300(W) AD(       ) 3
 KX2133
 KX2133.Superseded values are not recommended for survey control.
 KX2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2133.See file dsdata.txt to determine how the superseded data were derived.
 KX2133
 KX2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF9437224545(NAD 83)
 KX2133_MARKER: 63 = STACK
 KX2133
 KX2133  HISTORY     - Date     Condition        Report By
 KX2133  HISTORY     - 1958     FIRST OBSERVED   CGS
 KX2133
 KX2133                          STATION DESCRIPTION
 KX2133
 KX2133'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2133'STATION IS THE TOP CENTER OF THE STACK WHICH IS LOCATED AT THE BUTLER
 KX2133'CO. MEMORIAL HOSPITAL IN BUTLER.  IT IS IN THE NORTHEAST EDGE OF
 KX2133'BUTLER.
 KX2133'
 KX2133'IT IS A RED BRICK STACK APPROXIMATELY 125 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2140 ***********************************************************************
 KX2140  DESIGNATION -  BUTLER FIRST PRESB CH CROSS
 KX2140  PID         -  KX2140
 KX2140  STATE/COUNTY-  PA/BUTLER
 KX2140  USGS QUAD   -  BUTLER (1977)
 KX2140
 KX2140                         *CURRENT SURVEY CONTROL
 KX2140  ___________________________________________________________________
 KX2140* NAD 83(1992)-  40 51 40.78536(N)    079 53 31.18811(W)     ADJUSTED  
 KX2140* NAVD 88     -                                                        
 KX2140  ___________________________________________________________________
 KX2140  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 KX2140  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KX2140
 KX2140  HORZ ORDER  -  THIRD
 KX2140
 KX2140.The horizontal coordinates were established by classical geodetic methods
 KX2140.and adjusted by the National Geodetic Survey in June 2002..
 KX2140
 KX2140
 KX2140.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2140
 KX2140.The geoid height was determined by GEOID03.
 KX2140
 KX2140;                    North         East     Units Scale Factor Converg.
 KX2140;SPC PA S     -   171,854.688   419,425.923   MT  0.99998514   -1 23 23.0
 KX2140;SPC PA S     -   563,826.59  1,376,066.55   sFT  0.99998514   -1 23 23.0
 KX2140;UTM  17      - 4,523,954.233   593,380.652   MT  0.99970733   +0 43 29.8
 KX2140
 KX2140                          SUPERSEDED SURVEY CONTROL
 KX2140
 KX2140  NAD 83(1995)-  40 51 40.78822(N)    079 53 31.18530(W) AD(       ) 4
 KX2140  NAD 83(1986)-  40 51 40.78867(N)    079 53 31.19123(W) AD(       ) 4
 KX2140  NAD 27      -  40 51 40.59400(N)    079 53 31.99800(W) AD(       ) 3
 KX2140
 KX2140.Superseded values are not recommended for survey control.
 KX2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2140.See file dsdata.txt to determine how the superseded data were derived.
 KX2140
 KX2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF9338123954(NAD 83)
 KX2140_MARKER: 91 = CHURCH CROSS
 KX2140
 KX2140  HISTORY     - Date     Condition        Report By
 KX2140  HISTORY     - 1958     FIRST OBSERVED   CGS
 KX2140
 KX2140                          STATION DESCRIPTION
 KX2140
 KX2140'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2140'STATION IS THE CROSS ATOP THE CHURCH SPIRE WHICH IS LOCATED AT THE
 KX2140'NORTHWEST CORNER OF THE INTERSECTION OF JEFFERSON AND BUTLER STREET
 KX2140'IN BUTLER.
 KX2140'
 KX2140'THE CHURCH IS BUILT OF BRICK AND IS PAINTED TAN AND HAS A DARK
 KX2140'SHINGLED SPIRE WITH A LARGE CROSS ON THE NORTH AND SOUTH SIDE OF THE
 KX2140'SPIRE.  IT IS APPROXIMATELY 175 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2158 ***********************************************************************
 KX2158  DESIGNATION -  BUTLER NORTH HILLS MUN TANK
 KX2158  PID         -  KX2158
 KX2158  STATE/COUNTY-  PA/BUTLER
 KX2158  USGS QUAD   -  MOUNT CHESTNUT (1993)
 KX2158
 KX2158                         *CURRENT SURVEY CONTROL
 KX2158  ___________________________________________________________________
 KX2158* NAD 83(1992)-  40 52 36.28636(N)    079 53 47.50859(W)     ADJUSTED  
 KX2158* NAVD 88     -                                                        
 KX2158  ___________________________________________________________________
 KX2158  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 KX2158  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KX2158
 KX2158  HORZ ORDER  -  THIRD
 KX2158
 KX2158.The horizontal coordinates were established by classical geodetic methods
 KX2158.and adjusted by the National Geodetic Survey in June 2002..
 KX2158
 KX2158
 KX2158.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2158
 KX2158.The geoid height was determined by GEOID03.
 KX2158
 KX2158;                    North         East     Units Scale Factor Converg.
 KX2158;SPC PA S     -   173,575.511   419,085.429   MT  0.99998710   -1 23 33.6
 KX2158;SPC PA S     -   569,472.32  1,374,949.44   sFT  0.99998710   -1 23 33.6
 KX2158;UTM  17      - 4,525,660.843   592,977.002   MT  0.99970640   +0 43 19.9
 KX2158
 KX2158                          SUPERSEDED SURVEY CONTROL
 KX2158
 KX2158  NAD 83(1995)-  40 52 36.28984(N)    079 53 47.50626(W) AD(       ) 4
 KX2158  NAD 83(1986)-  40 52 36.28971(N)    079 53 47.51163(W) AD(       ) 4
 KX2158  NAD 27      -  40 52 36.05700(N)    079 53 48.31200(W) AD(       ) 3
 KX2158
 KX2158.Superseded values are not recommended for survey control.
 KX2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2158.See file dsdata.txt to determine how the superseded data were derived.
 KX2158
 KX2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF9297725661(NAD 83)
 KX2158_MARKER: 53 = ELEVATED TANK
 KX2158
 KX2158  HISTORY     - Date     Condition        Report By
 KX2158  HISTORY     - 1958     FIRST OBSERVED   CGS
 KX2158  HISTORY     - 1967     GOOD             CGS
 KX2158
 KX2158                          STATION DESCRIPTION
 KX2158
 KX2158'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2158'STATION IS THE TOP CENTER OF THE TANK WHICH IS LOCATED AT THE NORTH
 KX2158'EDGE OF BUTLER, AND ON THE WEST SIDE OF STATE HIGHWAY 8.
 KX2158'
 KX2158'THE TANK IS A FOUR-LEGGED STEEL STRUCTURE APPROXIMATELY 124 FEET
 KX2158'HIGH.  THE TANK IS PAINTED LIGHT GREEN.
 KX2158
 KX2158                          STATION RECOVERY (1967)
 KX2158
 KX2158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2158'STATION RECOVERED AS DESCRIBED BY W.E.R. IN 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2147 ***********************************************************************
 KX2147  DESIGNATION -  BUTLER PEOPLES MICROWAVE TOWER
 KX2147  PID         -  KX2147
 KX2147  STATE/COUNTY-  PA/BUTLER
 KX2147  USGS QUAD   -  BUTLER (1977)
 KX2147
 KX2147                         *CURRENT SURVEY CONTROL
 KX2147  ___________________________________________________________________
 KX2147* NAD 83(1992)-  40 50 12.74073(N)    079 52 48.89086(W)     ADJUSTED  
 KX2147* NAVD 88     -                                                        
 KX2147  ___________________________________________________________________
 KX2147  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 KX2147  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KX2147
 KX2147  HORZ ORDER  -  THIRD
 KX2147
 KX2147.The horizontal coordinates were established by classical geodetic methods
 KX2147.and adjusted by the National Geodetic Survey in June 2002..
 KX2147
 KX2147
 KX2147.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2147
 KX2147.The geoid height was determined by GEOID03.
 KX2147
 KX2147;                    North         East     Units Scale Factor Converg.
 KX2147;SPC PA S     -   169,115.607   420,350.705   MT  0.99998217   -1 22 55.5
 KX2147;SPC PA S     -   554,840.12  1,379,100.60   sFT  0.99998217   -1 22 55.5
 KX2147;UTM  17      - 4,521,251.883   594,405.585   MT  0.99970969   +0 43 56.2
 KX2147
 KX2147                          SUPERSEDED SURVEY CONTROL
 KX2147
 KX2147  NAD 83(1995)-  40 50 12.74319(N)    079 52 48.88768(W) AD(       ) 4
 KX2147  NAD 83(1986)-  40 50 12.74414(N)    079 52 48.89394(W) AD(       ) 4
 KX2147  NAD 27      -  40 50 12.51100(N)    079 52 49.69500(W) AD(       ) 3
 KX2147
 KX2147.Superseded values are not recommended for survey control.
 KX2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2147.See file dsdata.txt to determine how the superseded data were derived.
 KX2147
 KX2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF9440621252(NAD 83)
 KX2147_MARKER: 45 = MICROWAVE TOWER
 KX2147
 KX2147  HISTORY     - Date     Condition        Report By
 KX2147  HISTORY     - 1958     FIRST OBSERVED   CGS
 KX2147  HISTORY     - 1976     GOOD             NGS
 KX2147  HISTORY     - 1976     GOOD             NGS
 KX2147
 KX2147                          STATION DESCRIPTION
 KX2147
 KX2147'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2147'STATION IS THE RED LIGHT ATOP THE TOWER WHICH IS LOCATED
 KX2147'APPROXIMATELY 1.5 MILES SOUTH-SOUTHEAST OF BUTLER AND 0.2 MILE WEST
 KX2147'OF STATE HIGHWAY 356.
 KX2147'
 KX2147'IT IS A FOUR-LEGGED STEEL STRUCTURE PAINTED RED AND WHITE AND HAS A
 KX2147'SMALL REFLECTOR ON THE SOUTH SIDE OF THE TOWER.  IT IS
 KX2147'APPROXIMATELY 206 FEET HIGH.
 KX2147
 KX2147                          STATION RECOVERY (1976)
 KX2147
 KX2147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JWB)
 KX2147'THE STATION WAS RECOVERED AS DESCRIBED, EXCEPT THAT THERE IS NO
 KX2147'LONGER A SMALL REFLECTOR ON THE SOUTH SIDE OF THE TOWER.
 KX2147'
 KX2147'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.5 MILES
 KX2147'SOUTH-SOUTHEAST OF BUTLER.
 KX2147
 KX2147                          STATION RECOVERY (1976)
 KX2147
 KX2147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 KX2147'THIS STATION WAS NOT VISITED AT THIS DATE, HOWEVER IT WAS INTERSECTED
 KX2147'FROM OTHER STATIONS.
 KX2147'
 KX2147'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 KX2147'SOUTH-SOUTHEAST OF BUTLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2134 ***********************************************************************
 KX2134  DESIGNATION -  BUTLER PHILLIPS GAS RADIO MAST
 KX2134  PID         -  KX2134
 KX2134  STATE/COUNTY-  PA/BUTLER
 KX2134  USGS QUAD   -  BUTLER (1977)
 KX2134
 KX2134                         *CURRENT SURVEY CONTROL
 KX2134  ___________________________________________________________________
 KX2134* NAD 83(1992)-  40 50 40.89535(N)    079 52 45.29231(W)     ADJUSTED  
 KX2134* NAVD 88     -                                                        
 KX2134  ___________________________________________________________________
 KX2134  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 KX2134  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KX2134
 KX2134  HORZ ORDER  -  THIRD
 KX2134
 KX2134.The horizontal coordinates were established by classical geodetic methods
 KX2134.and adjusted by the National Geodetic Survey in June 2002..
 KX2134
 KX2134
 KX2134.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2134
 KX2134.The geoid height was determined by GEOID03.
 KX2134
 KX2134;                    North         East     Units Scale Factor Converg.
 KX2134;SPC PA S     -   169,981.805   420,455.925   MT  0.99998310   -1 22 53.2
 KX2134;SPC PA S     -   557,681.97  1,379,445.81   sFT  0.99998310   -1 22 53.2
 KX2134;UTM  17      - 4,522,121.136   594,478.755   MT  0.99970986   +0 43 58.9
 KX2134
 KX2134                          SUPERSEDED SURVEY CONTROL
 KX2134
 KX2134  NAD 83(1995)-  40 50 40.89789(N)    079 52 45.28909(W) AD(       ) 4
 KX2134  NAD 83(1986)-  40 50 40.89873(N)    079 52 45.29531(W) AD(       ) 4
 KX2134  NAD 27      -  40 50 40.66600(N)    079 52 46.11000(W) AD(       ) 3
 KX2134
 KX2134.Superseded values are not recommended for survey control.
 KX2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2134.See file dsdata.txt to determine how the superseded data were derived.
 KX2134
 KX2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF9447922121(NAD 83)
 KX2134_MARKER: 42 = RADIO/TV MAST
 KX2134
 KX2134  HISTORY     - Date     Condition        Report By
 KX2134  HISTORY     - 1958     FIRST OBSERVED   CGS
 KX2134  HISTORY     - 1976     GOOD             NGS
 KX2134
 KX2134                          STATION DESCRIPTION
 KX2134
 KX2134'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2134'THE STATION IS THE RED LIGHT ATOP A MAST WHICH IS LOCATED ABOUT 1.0
 KX2134'MILE SOUTHEAST OF BUTLER AND ALONG THE NORTHEAST SIDE OF STATE
 KX2134'HIGHWAY 356.
 KX2134'
 KX2134'THE MAST IS A TALL, SLENDER, RED AND WHITE PAINTED, GUYED, THREE
 KX2134'LEGGED STEEL STRUCTURE WHICH IS 200 FEET IN HEIGHT
 KX2134'(APPROXIMATE).
 KX2134
 KX2134                          STATION RECOVERY (1976)
 KX2134
 KX2134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 KX2134'THIS STATION WAS NOT VISITED AT THIS DATE, HOWEVER IT WAS INTERSECTED
 KX2134'FROM OTHER STATIONS.
 KX2134'
 KX2134'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/4 MILES
 KX2134'SOUTHEAST OF BUTLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2138 ***********************************************************************
 KX2138  DESIGNATION -  BUTLER RAD STATION WISR TOWER
 KX2138  PID         -  KX2138
 KX2138  STATE/COUNTY-  PA/BUTLER
 KX2138  USGS QUAD   -  BUTLER (1977)
 KX2138
 KX2138                         *CURRENT SURVEY CONTROL
 KX2138  ___________________________________________________________________
 KX2138* NAD 83(1992)-  40 52 29.35844(N)    079 54 10.53004(W)     ADJUSTED  
 KX2138* NAVD 88     -                                                        
 KX2138  ___________________________________________________________________
 KX2138  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 KX2138  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 KX2138
 KX2138  HORZ ORDER  -  THIRD
 KX2138
 KX2138.The horizontal coordinates were established by classical geodetic methods
 KX2138.and adjusted by the National Geodetic Survey in June 2002..
 KX2138
 KX2138
 KX2138.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2138
 KX2138.The geoid height was determined by GEOID03.
 KX2138
 KX2138;                    North         East     Units Scale Factor Converg.
 KX2138;SPC PA S     -   173,374.987   418,541.354   MT  0.99998685   -1 23 48.5
 KX2138;SPC PA S     -   568,814.44  1,373,164.43   sFT  0.99998685   -1 23 48.5
 KX2138;UTM  17      - 4,525,440.440   592,440.848   MT  0.99970518   +0 43 04.7
 KX2138
 KX2138                          SUPERSEDED SURVEY CONTROL
 KX2138
 KX2138  NAD 83(1995)-  40 52 29.36179(N)    079 54 10.52777(W) AD(       ) 4
 KX2138  NAD 83(1986)-  40 52 29.36175(N)    079 54 10.53312(W) AD(       ) 4
 KX2138  NAD 27      -  40 52 29.12900(N)    079 54 11.33300(W) AD(       ) 3
 KX2138
 KX2138.Superseded values are not recommended for survey control.
 KX2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2138.See file dsdata.txt to determine how the superseded data were derived.
 KX2138
 KX2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF9244125440(NAD 83)
 KX2138_MARKER: 43 = RADIO/TV TOWER
 KX2138
 KX2138  HISTORY     - Date     Condition        Report By
 KX2138  HISTORY     - 1958     FIRST OBSERVED   CGS
 KX2138
 KX2138                          STATION DESCRIPTION
 KX2138
 KX2138'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2138'THE STATION IS THE LIGHT AT THE TOP OF A CONE SHAPED ANTENNA WHICH IS
 KX2138'SUPPORTED BY A 4-LEGGED STEEL STRUCTURE PAINTED RED AND WHITE AND
 KX2138'HAS AN OVERALL HEIGHT OF APPROXIMATELY 280 FEET.
 KX2138'
 KX2138'IT IS LOCATED AT THE NORTHWEST EDGE OF BUTLER AND APPROXIMATELY 0.2
 KX2138'MILE WEST OF STATE HIGHWAY 8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2143 ***********************************************************************
 KX2143  DESIGNATION -  BUTLER RADIO STATION WBUT MAST
 KX2143  PID         -  KX2143
 KX2143  STATE/COUNTY-  PA/BUTLER
 KX2143  USGS QUAD   -  BUTLER (1977)
 KX2143
 KX2143                         *CURRENT SURVEY CONTROL
 KX2143  ___________________________________________________________________
 KX2143* NAD 83(1992)-  40 50 34.22424(N)    079 53 48.67713(W)     ADJUSTED  
 KX2143* NAVD 88     -                                                        
 KX2143  ___________________________________________________________________
 KX2143  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 KX2143  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 KX2143
 KX2143  HORZ ORDER  -  THIRD
 KX2143
 KX2143.The horizontal coordinates were established by classical geodetic methods
 KX2143.and adjusted by the National Geodetic Survey in June 2002..
 KX2143
 KX2143
 KX2143.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2143
 KX2143.The geoid height was determined by GEOID03.
 KX2143
 KX2143;                    North         East     Units Scale Factor Converg.
 KX2143;SPC PA S     -   169,812.027   418,966.552   MT  0.99998288   -1 23 34.3
 KX2143;SPC PA S     -   557,124.96  1,374,559.43   sFT  0.99998288   -1 23 34.3
 KX2143;UTM  17      - 4,521,896.584   592,997.067   MT  0.99970645   +0 43 17.4
 KX2143
 KX2143                          SUPERSEDED SURVEY CONTROL
 KX2143
 KX2143  NAD 83(1995)-  40 50 34.22662(N)    079 53 48.67469(W) AD(       ) 4
 KX2143  NAD 83(1986)-  40 50 34.22760(N)    079 53 48.68021(W) AD(       ) 4
 KX2143  NAD 27      -  40 50 33.99200(N)    079 53 49.48500(W) AD(       ) 3
 KX2143
 KX2143.Superseded values are not recommended for survey control.
 KX2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2143.See file dsdata.txt to determine how the superseded data were derived.
 KX2143
 KX2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF9299721897(NAD 83)
 KX2143_MARKER: 42 = RADIO/TV MAST
 KX2143
 KX2143  HISTORY     - Date     Condition        Report By
 KX2143  HISTORY     - 1958     FIRST OBSERVED   CGS
 KX2143  HISTORY     - 1976     GOOD             NGS
 KX2143
 KX2143                          STATION DESCRIPTION
 KX2143
 KX2143'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2143'THE STATION IS THE LIGHT AT THE TOP OF A CONE SHAPED ANTENNA WHICH IS
 KX2143'SUPPORTED BY A SLENDER STEEL STRUCTURE PAINTED RED AND WHITE.  IT IS
 KX2143'APPROXIMATELY 2 MILES SOUTH OF BUTLER AT RADIO STATION WBUT.
 KX2143'
 KX2143'THE MAST HAS AN OVERALL HEIGHT OF 250 FT.
 KX2143
 KX2143                          STATION RECOVERY (1976)
 KX2143
 KX2143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JWB)
 KX2143'THE STATION WAS RECOVERED AS DESCRIBED.
 KX2143'
 KX2143'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES SOUTH
 KX2143'OF BUTLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0140 ***********************************************************************
 LZ0140  DESIGNATION -  BUTLER RM 1
 LZ0140  PID         -  LZ0140
 LZ0140  STATE/COUNTY-  PA/LUZERNE
 LZ0140  USGS QUAD   -  SYBERTSVILLE (1989)
 LZ0140
 LZ0140                         *CURRENT SURVEY CONTROL
 LZ0140  ___________________________________________________________________
 LZ0140* NAD 83(1986)-  41 02 08.     (N)    076 01 16.     (W)     SCALED    
 LZ0140* NAVD 88     -       348.979  (meters)    1144.94   (feet)  ADJUSTED  
 LZ0140  ___________________________________________________________________
 LZ0140  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 LZ0140  DYNAMIC HT  -         348.823 (meters)    1144.43  (feet)  COMP
 LZ0140  MODELED GRAV-     980,166.6   (mgal)                       NAVD 88
 LZ0140
 LZ0140  VERT ORDER  -  SECOND    CLASS 0
 LZ0140
 LZ0140.The horizontal coordinates were scaled from a topographic map and have
 LZ0140.an estimated accuracy of +/- 6 seconds.
 LZ0140
 LZ0140.The orthometric height was determined by differential leveling
 LZ0140.and adjusted by the National Geodetic Survey in June 1991..
 LZ0140
 LZ0140.The geoid height was determined by GEOID03.
 LZ0140
 LZ0140.The dynamic height is computed by dividing the NAVD 88
 LZ0140.geopotential number by the normal gravity value computed on the
 LZ0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0140.degrees latitude (g = 980.6199 gals.).
 LZ0140
 LZ0140.The modeled gravity was interpolated from observed gravity values.
 LZ0140
 LZ0140;                    North         East    Units  Estimated Accuracy
 LZ0140;SPC PA N     -    97,940.      745,370.      MT  (+/- 180 meters Scaled)
 LZ0140
 LZ0140                          SUPERSEDED SURVEY CONTROL
 LZ0140
 LZ0140  NGVD 29 (??/??/92)  349.182  (m)         1145.61   (f) ADJ UNCH    2 0
 LZ0140
 LZ0140.Superseded values are not recommended for survey control.
 LZ0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0140.See file dsdata.txt to determine how the superseded data were derived.
 LZ0140
 LZ0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL141432(NAD 83)
 LZ0140_MARKER: DR = REFERENCE MARK DISK
 LZ0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0140_STAMPING: BUTLER NO 1 1958
 LZ0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0140+STABILITY: SURFACE MOTION
 LZ0140
 LZ0140  HISTORY     - Date     Condition        Report By
 LZ0140  HISTORY     - 1958     MONUMENTED       CGS
 LZ0140  HISTORY     - 1959     GOOD             NGS
 LZ0140
 LZ0140                          STATION DESCRIPTION
 LZ0140
 LZ0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LZ0140'1 MI N FROM ST JOHN.
 LZ0140'ABOUT 0.25 MILE EAST ALONG A BLACKTOP ROAD FROM THE ST JOHN
 LZ0140'LUTHERAN CHURCH AT ST JOHN THENCE 1 MILE NORTH ON A BLACKTOP ROAD
 LZ0140'THENCE 0.5 MILE WEST ON A BLACKTOP ROAD THENCE 0.35 MILE SOUTH
 LZ0140'ALONG A BLACKTOP ROAD, AT THE OLD HAZELTON AIRPORT, 1 FOOT
 LZ0140'SOUTHEAST OF THE SOUTHEAST CORNER OF THE ONLY HANGAR, 80 FEET
 LZ0140'EAST NORTHEAST OF RM NO 2, 45 FEET NORTHEAST OF THE STATION BM
 LZ0140'AND ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0142 ***********************************************************************
 LZ0142  DESIGNATION -  BUTLER RM 2
 LZ0142  PID         -  LZ0142
 LZ0142  STATE/COUNTY-  PA/LUZERNE
 LZ0142  USGS QUAD   -  SYBERTSVILLE (1989)
 LZ0142
 LZ0142                         *CURRENT SURVEY CONTROL
 LZ0142  ___________________________________________________________________
 LZ0142* NAD 83(1986)-  41 02 08.     (N)    076 01 16.     (W)     SCALED    
 LZ0142* NAVD 88     -       349.382  (meters)    1146.26   (feet)  ADJUSTED  
 LZ0142  ___________________________________________________________________
 LZ0142  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 LZ0142  DYNAMIC HT  -         349.226 (meters)    1145.75  (feet)  COMP
 LZ0142  MODELED GRAV-     980,166.6   (mgal)                       NAVD 88
 LZ0142
 LZ0142  VERT ORDER  -  SECOND    CLASS 0
 LZ0142
 LZ0142.The horizontal coordinates were scaled from a topographic map and have
 LZ0142.an estimated accuracy of +/- 6 seconds.
 LZ0142
 LZ0142.The orthometric height was determined by differential leveling
 LZ0142.and adjusted by the National Geodetic Survey in June 1991..
 LZ0142
 LZ0142.The geoid height was determined by GEOID03.
 LZ0142
 LZ0142.The dynamic height is computed by dividing the NAVD 88
 LZ0142.geopotential number by the normal gravity value computed on the
 LZ0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0142.degrees latitude (g = 980.6199 gals.).
 LZ0142
 LZ0142.The modeled gravity was interpolated from observed gravity values.
 LZ0142
 LZ0142;                    North         East    Units  Estimated Accuracy
 LZ0142;SPC PA N     -    97,940.      745,370.      MT  (+/- 180 meters Scaled)
 LZ0142
 LZ0142                          SUPERSEDED SURVEY CONTROL
 LZ0142
 LZ0142  NGVD 29 (??/??/92)  349.585  (m)         1146.93   (f) ADJ UNCH    2 0
 LZ0142
 LZ0142.Superseded values are not recommended for survey control.
 LZ0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0142.See file dsdata.txt to determine how the superseded data were derived.
 LZ0142
 LZ0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL141432(NAD 83)
 LZ0142_MARKER: DR = REFERENCE MARK DISK
 LZ0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0142_STAMPING: BUTLER NO 2 1958
 LZ0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0142+STABILITY: SURFACE MOTION
 LZ0142
 LZ0142  HISTORY     - Date     Condition        Report By
 LZ0142  HISTORY     - 1958     MONUMENTED       CGS
 LZ0142  HISTORY     - 1959     GOOD             NGS
 LZ0142
 LZ0142                          STATION DESCRIPTION
 LZ0142
 LZ0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LZ0142'1 MI N FROM ST JOHN.
 LZ0142'ABOUT 0.25 MILE EAST ALONG A BLACKTOP ROAD FROM THE ST. JOHN
 LZ0142'LUTHERAN CHURCH AT ST JOHN, THENCE 1 MILE NORTH ALONG A BLACKTOP
 LZ0142'ROAD, THENCE 0.5 MILE WEST ALONG A BLACKTOP ROAD THENCE 0.35
 LZ0142'MILE SOUTH ALONG A BLACKTOP ROAD, AT THE OLD HAZELTON AIRPORT, 31
 LZ0142'FEET SOUTH OF THE SOUTH SIDE OF THE ONLY HANGAR, 32 FEET
 LZ0142'SOUTHEAST OF THE SOUTHWEST CORNER OF THE HANGAR, 80 FEET WEST
 LZ0142'SOUTHWEST OF RM NO 1, 40 FEET WEST OF THE STATION BM, ABOUT
 LZ0142'LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2144 ***********************************************************************
 KX2144  DESIGNATION -  BUTLER SOUTH HILLS MUN TANK
 KX2144  PID         -  KX2144
 KX2144  STATE/COUNTY-  PA/BUTLER
 KX2144  USGS QUAD   -  BUTLER (1977)
 KX2144
 KX2144                         *CURRENT SURVEY CONTROL
 KX2144  ___________________________________________________________________
 KX2144* NAD 83(1992)-  40 50 55.23110(N)    079 53 05.20493(W)     ADJUSTED  
 KX2144* NAVD 88     -                                                        
 KX2144  ___________________________________________________________________
 KX2144  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 KX2144  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KX2144
 KX2144  HORZ ORDER  -  THIRD
 KX2144
 KX2144.The horizontal coordinates were established by classical geodetic methods
 KX2144.and adjusted by the National Geodetic Survey in June 2002..
 KX2144
 KX2144
 KX2144.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2144
 KX2144.The geoid height was determined by GEOID03.
 KX2144
 KX2144;                    North         East     Units Scale Factor Converg.
 KX2144;SPC PA S     -   170,435.151   420,000.291   MT  0.99998358   -1 23 06.1
 KX2144;SPC PA S     -   559,169.32  1,377,950.95   sFT  0.99998358   -1 23 06.1
 KX2144;UTM  17      - 4,522,557.242   594,006.834   MT  0.99970877   +0 43 46.1
 KX2144
 KX2144                          SUPERSEDED SURVEY CONTROL
 KX2144
 KX2144  NAD 83(1995)-  40 50 55.23382(N)    079 53 05.20205(W) AD(       ) 4
 KX2144  NAD 83(1986)-  40 50 55.23451(N)    079 53 05.20809(W) AD(       ) 4
 KX2144  NAD 27      -  40 50 55.00200(N)    079 53 06.00800(W) AD(       ) 3
 KX2144
 KX2144.Superseded values are not recommended for survey control.
 KX2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2144.See file dsdata.txt to determine how the superseded data were derived.
 KX2144
 KX2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF9400722557(NAD 83)
 KX2144_MARKER: 53 = ELEVATED TANK
 KX2144
 KX2144  HISTORY     - Date     Condition        Report By
 KX2144  HISTORY     - 1958     FIRST OBSERVED   CGS
 KX2144  HISTORY     - 1967     GOOD             CGS
 KX2144  HISTORY     - 1974     GOOD             NGS
 KX2144  HISTORY     - 1976     GOOD             NGS
 KX2144  HISTORY     - 1976     GOOD             NGS
 KX2144
 KX2144                          STATION DESCRIPTION
 KX2144
 KX2144'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2144'STATION IS THE TOP CENTER OF THE TANK WHICH IS LOCATED AT THE
 KX2144'SOUTHEAST EDGE OF BUTLER.
 KX2144'
 KX2144'THE TANK IS A FOUR-LEGGED STEEL STRUCTURE APPROXIMATELY 124 FEET
 KX2144'HIGH. THE TANK IS PAINTED LIGHT GREEN.
 KX2144
 KX2144                          STATION RECOVERY (1967)
 KX2144
 KX2144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2144'STATION RECOVERED AS DESCRIBED IN 1958 BY W.E.R.
 KX2144
 KX2144                          STATION RECOVERY (1974)
 KX2144
 KX2144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KX2144'THIS STATION WAS NOT VISITED AT THIS DATE, HOWEVER IT WAS INTERSECTED
 KX2144'FROM TRIANGULATION STATION LITTLE 1967.
 KX2144'
 KX2144'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN BUTLER
 KX2144
 KX2144                          STATION RECOVERY (1976)
 KX2144
 KX2144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JWB)
 KX2144'THE STATION WAS RECOVERED AS DESCRIBED.
 KX2144'
 KX2144'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE
 KX2144'SOUTHEAST EDGE OF BUTLER.
 KX2144
 KX2144                          STATION RECOVERY (1976)
 KX2144
 KX2144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 KX2144'THIS STATION WAS NOT VISITED AT THIS DATE, HOWEVER IT WAS INTERSECTED
 KX2144'FROM OTHER STATIONS.
 KX2144'
 KX2144'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTHEAST
 KX2144'OF BUTLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2141 ***********************************************************************
 KX2141  DESIGNATION -  BUTLER ST PAULS CATH CH CROSS
 KX2141  PID         -  KX2141
 KX2141  STATE/COUNTY-  PA/BUTLER
 KX2141  USGS QUAD   -  BUTLER (1977)
 KX2141
 KX2141                         *CURRENT SURVEY CONTROL
 KX2141  ___________________________________________________________________
 KX2141* NAD 83(1992)-  40 51 42.24838(N)    079 53 37.84811(W)     ADJUSTED  
 KX2141* NAVD 88     -                                                        
 KX2141  ___________________________________________________________________
 KX2141  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 KX2141  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KX2141
 KX2141  HORZ ORDER  -  THIRD
 KX2141
 KX2141.The horizontal coordinates were established by classical geodetic methods
 KX2141.and adjusted by the National Geodetic Survey in June 2002..
 KX2141
 KX2141
 KX2141.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2141
 KX2141.The geoid height was determined by GEOID03.
 KX2141
 KX2141;                    North         East     Units Scale Factor Converg.
 KX2141;SPC PA S     -   171,903.589   419,271.091   MT  0.99998519   -1 23 27.3
 KX2141;SPC PA S     -   563,987.02  1,375,558.57   sFT  0.99998519   -1 23 27.3
 KX2141;UTM  17      - 4,523,997.375   593,224.164   MT  0.99970697   +0 43 25.5
 KX2141
 KX2141                          SUPERSEDED SURVEY CONTROL
 KX2141
 KX2141  NAD 83(1995)-  40 51 42.25114(N)    079 53 37.84534(W) AD(       ) 4
 KX2141  NAD 83(1986)-  40 51 42.25165(N)    079 53 37.85121(W) AD(       ) 4
 KX2141  NAD 27      -  40 51 42.01800(N)    079 53 38.65200(W) AD(       ) 3
 KX2141
 KX2141.Superseded values are not recommended for survey control.
 KX2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2141.See file dsdata.txt to determine how the superseded data were derived.
 KX2141
 KX2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF9322423997(NAD 83)
 KX2141_MARKER: 91 = CHURCH CROSS
 KX2141
 KX2141  HISTORY     - Date     Condition        Report By
 KX2141  HISTORY     - 1958     FIRST OBSERVED   CGS
 KX2141
 KX2141                          STATION DESCRIPTION
 KX2141
 KX2141'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2141'STATION IS THE CROSS ATOP THE CHURCH SPIRE WHICH IS LOCATED AT THE
 KX2141'SOUTHWEST CORNER OF EAST NORTH STREET AND NORTH MCKEAN STREET
 KX2141'IN BUTLER.
 KX2141'
 KX2141'THE CHURCH AND SPIRE IS BUILT OF BLACK SANDSTONE AND IS APPROXIMATELY
 KX2141'180 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2137 ***********************************************************************
 KX2137  DESIGNATION -  BUTLER VETERANS HOSP STACK
 KX2137  PID         -  KX2137
 KX2137  STATE/COUNTY-  PA/BUTLER
 KX2137  USGS QUAD   -  BUTLER (1977)
 KX2137
 KX2137                         *CURRENT SURVEY CONTROL
 KX2137  ___________________________________________________________________
 KX2137* NAD 83(1992)-  40 52 26.13085(N)    079 56 51.76950(W)     ADJUSTED  
 KX2137* NAVD 88     -                                                        
 KX2137  ___________________________________________________________________
 KX2137  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 KX2137  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KX2137
 KX2137  HORZ ORDER  -  THIRD
 KX2137
 KX2137.The horizontal coordinates were established by classical geodetic methods
 KX2137.and adjusted by the National Geodetic Survey in June 2002..
 KX2137
 KX2137
 KX2137.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2137
 KX2137.The geoid height was determined by GEOID03.
 KX2137
 KX2137;                    North         East     Units Scale Factor Converg.
 KX2137;SPC PA S     -   173,368.443   414,764.642   MT  0.99998674   -1 25 33.1
 KX2137;SPC PA S     -   568,792.97  1,360,773.66   sFT  0.99998674   -1 25 33.1
 KX2137;UTM  17      - 4,525,294.584   588,668.028   MT  0.99969677   +0 41 19.2
 KX2137
 KX2137                          SUPERSEDED SURVEY CONTROL
 KX2137
 KX2137  NAD 83(1995)-  40 52 26.13362(N)    079 56 51.76831(W) AD(       ) 4
 KX2137  NAD 83(1986)-  40 52 26.13391(N)    079 56 51.77245(W) AD(       ) 4
 KX2137  NAD 27      -  40 52 25.90500(N)    079 56 52.58300(W) AD(       ) 3
 KX2137
 KX2137.Superseded values are not recommended for survey control.
 KX2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2137.See file dsdata.txt to determine how the superseded data were derived.
 KX2137
 KX2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF8866825295(NAD 83)
 KX2137_MARKER: 63 = STACK
 KX2137
 KX2137  HISTORY     - Date     Condition        Report By
 KX2137  HISTORY     - 1958     FIRST OBSERVED   CGS
 KX2137  HISTORY     - 1976     GOOD             NGS
 KX2137
 KX2137                          STATION DESCRIPTION
 KX2137
 KX2137'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2137'STATION IS THE TOP CENTER OF THE STACK WHICH IS LOCATED APPROXIMATELY
 KX2137'2.0 MILES WEST OF BUTLER AND ON THE SOUTH SIDE OF U.S.
 KX2137'HIGHWAY 422.
 KX2137'
 KX2137'IT IS A RED BRICK STRUCTURE APPROXIMATELY 140 FEET HIGH.
 KX2137
 KX2137                          STATION RECOVERY (1976)
 KX2137
 KX2137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JWB)
 KX2137'THE STATION WAS RECOVERED AS DESCRIBED.
 KX2137'
 KX2137'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 KX2137'WEST OF BUTLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2145 ***********************************************************************
 KX2145  DESIGNATION -  BUTLER VETERANS HOSP S TANK
 KX2145  PID         -  KX2145
 KX2145  STATE/COUNTY-  PA/BUTLER
 KX2145  USGS QUAD   -  BUTLER (1977)
 KX2145
 KX2145                         *CURRENT SURVEY CONTROL
 KX2145  ___________________________________________________________________
 KX2145* NAD 83(1992)-  40 52 16.19473(N)    079 56 25.27253(W)     ADJUSTED  
 KX2145* NAVD 88     -                                                        
 KX2145  ___________________________________________________________________
 KX2145  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 KX2145  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KX2145
 KX2145  HORZ ORDER  -  THIRD
 KX2145
 KX2145.The horizontal coordinates were established by classical geodetic methods
 KX2145.and adjusted by the National Geodetic Survey in June 2002..
 KX2145
 KX2145
 KX2145.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2145
 KX2145.The geoid height was determined by GEOID03.
 KX2145
 KX2145;                    North         East     Units Scale Factor Converg.
 KX2145;SPC PA S     -   173,046.623   415,377.277   MT  0.99998638   -1 25 15.9
 KX2145;SPC PA S     -   567,737.13  1,362,783.62   sFT  0.99998638   -1 25 15.9
 KX2145;UTM  17      - 4,524,995.674   589,291.940   MT  0.99969813   +0 41 36.4
 KX2145
 KX2145                          SUPERSEDED SURVEY CONTROL
 KX2145
 KX2145  NAD 83(1995)-  40 52 16.19726(N)    079 56 25.27075(W) AD(       ) 4
 KX2145  NAD 83(1986)-  40 52 16.19780(N)    079 56 25.27551(W) AD(       ) 4
 KX2145  NAD 27      -  40 52 15.96500(N)    079 56 26.07100(W) AD(       ) 3
 KX2145
 KX2145.Superseded values are not recommended for survey control.
 KX2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2145.See file dsdata.txt to determine how the superseded data were derived.
 KX2145
 KX2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF8929224996(NAD 83)
 KX2145_MARKER: 51 = TANK
 KX2145
 KX2145  HISTORY     - Date     Condition        Report By
 KX2145  HISTORY     - 1958     FIRST OBSERVED   CGS
 KX2145  HISTORY     - 1967     GOOD             CGS
 KX2145
 KX2145                          STATION DESCRIPTION
 KX2145
 KX2145'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2145'STATION IS THE ROD AT THE TOP OF THE WOODEN TANK WHICH IS SUPPORTED
 KX2145'BY A RED BRICK FOUNDATION AND HAS AN OVERALL HEIGHT OF
 KX2145'APPROXIMATELY 90 FEET.
 KX2145'
 KX2145'IT IS LOCATED APPROXIMATELY 2.0 MILES WEST OF BUTLER, 0.1 MILE SOUTH
 KX2145'OF U.S. HIGHWAY 422 AND ON THE WEST SIDE OF DUFFY ROAD.
 KX2145
 KX2145                          STATION RECOVERY (1967)
 KX2145
 KX2145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2145'STATION RECOVERED AS DESCRIBED BY W.E.R. IN 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2148 ***********************************************************************
 KX2148  DESIGNATION -  BUTLER VETERANS HOSP CUPOLA
 KX2148  PID         -  KX2148
 KX2148  STATE/COUNTY-  PA/BUTLER
 KX2148  USGS QUAD   -  BUTLER (1977)
 KX2148
 KX2148                         *CURRENT SURVEY CONTROL
 KX2148  ___________________________________________________________________
 KX2148* NAD 83(1992)-  40 52 24.49555(N)    079 56 38.37398(W)     ADJUSTED  
 KX2148* NAVD 88     -                                                        
 KX2148  ___________________________________________________________________
 KX2148  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 KX2148  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KX2148
 KX2148  HORZ ORDER  -  THIRD
 KX2148
 KX2148.The horizontal coordinates were established by classical geodetic methods
 KX2148.and adjusted by the National Geodetic Survey in June 2002..
 KX2148
 KX2148
 KX2148.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2148
 KX2148.The geoid height was determined by GEOID03.
 KX2148
 KX2148;                    North         East     Units Scale Factor Converg.
 KX2148;SPC PA S     -   173,310.216   415,076.949   MT  0.99998668   -1 25 24.4
 KX2148;SPC PA S     -   568,601.93  1,361,798.29   sFT  0.99998668   -1 25 24.4
 KX2148;UTM  17      - 4,525,247.933   588,982.180   MT  0.99969745   +0 41 27.9
 KX2148
 KX2148                          SUPERSEDED SURVEY CONTROL
 KX2148
 KX2148  NAD 83(1995)-  40 52 24.49816(N)    079 56 38.37251(W) AD(       ) 4
 KX2148  NAD 83(1986)-  40 52 24.49868(N)    079 56 38.37719(W) AD(       ) 4
 KX2148  NAD 27      -  40 52 24.26364(N)    079 56 39.17265(W) AD(       ) 3
 KX2148
 KX2148.Superseded values are not recommended for survey control.
 KX2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2148.See file dsdata.txt to determine how the superseded data were derived.
 KX2148
 KX2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF8898225248(NAD 83)
 KX2148_MARKER: 86 = CUPOLA
 KX2148
 KX2148  HISTORY     - Date     Condition        Report By
 KX2148  HISTORY     - 1958     FIRST OBSERVED   CGS
 KX2148  HISTORY     - 1967     GOOD             CGS
 KX2148  HISTORY     - 1976     GOOD             NGS
 KX2148
 KX2148                          STATION DESCRIPTION
 KX2148
 KX2148'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2148'STATION IS THE TOP CENTER OF THE CUPOLA WHICH IS LOCATED
 KX2148'APPROXIMATELY 2 MILES WEST OF BUTLER, AND ON THE SOUTH SIDE
 KX2148'OF U.S. HIGHWAY 422.
 KX2148'
 KX2148'THE CUPOLA IS AT THE NORTH SIDE OF A RED BRICK HOSPITAL AND IS
 KX2148'APPROXIMATELY 140 FEET HIGH.
 KX2148
 KX2148                          STATION RECOVERY (1967)
 KX2148
 KX2148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2148'STATION RECOVERED AS DESCRIBED BY W.E.R. IN 1958.
 KX2148
 KX2148                          STATION RECOVERY (1976)
 KX2148
 KX2148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JWB)
 KX2148'THE STATION WAS RECOVERED AS DESCRIBED.
 KX2148'
 KX2148'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 KX2148'WEST OF BUTLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2149 ***********************************************************************
 KX2149  DESIGNATION -  BUTLER VETERANS HOSP N TANK
 KX2149  PID         -  KX2149
 KX2149  STATE/COUNTY-  PA/BUTLER
 KX2149  USGS QUAD   -  BUTLER (1977)
 KX2149
 KX2149                         *CURRENT SURVEY CONTROL
 KX2149  ___________________________________________________________________
 KX2149* NAD 83(1992)-  40 52 17.07376(N)    079 56 25.33492(W)     ADJUSTED  
 KX2149* NAVD 88     -                                                        
 KX2149  ___________________________________________________________________
 KX2149  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 KX2149  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KX2149
 KX2149  HORZ ORDER  -  THIRD
 KX2149
 KX2149.The horizontal coordinates were established by classical geodetic methods
 KX2149.and adjusted by the National Geodetic Survey in June 2002..
 KX2149
 KX2149
 KX2149.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2149
 KX2149.The geoid height was determined by GEOID03.
 KX2149
 KX2149;                    North         East     Units Scale Factor Converg.
 KX2149;SPC PA S     -   173,073.766   415,376.489   MT  0.99998641   -1 25 16.0
 KX2149;SPC PA S     -   567,826.18  1,362,781.03   sFT  0.99998641   -1 25 16.0
 KX2149;UTM  17      - 4,525,022.762   589,290.152   MT  0.99969813   +0 41 36.3
 KX2149
 KX2149                          SUPERSEDED SURVEY CONTROL
 KX2149
 KX2149  NAD 83(1995)-  40 52 17.07646(N)    079 56 25.33317(W) AD(       ) 4
 KX2149  NAD 83(1986)-  40 52 17.07716(N)    079 56 25.33856(W) AD(       ) 4
 KX2149  NAD 27      -  40 52 16.84300(N)    079 56 26.13400(W) AD(       ) 3
 KX2149
 KX2149.Superseded values are not recommended for survey control.
 KX2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2149.See file dsdata.txt to determine how the superseded data were derived.
 KX2149
 KX2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF8929025023(NAD 83)
 KX2149_MARKER: 51 = TANK
 KX2149
 KX2149  HISTORY     - Date     Condition        Report By
 KX2149  HISTORY     - 1958     FIRST OBSERVED   CGS
 KX2149
 KX2149                          STATION DESCRIPTION
 KX2149
 KX2149'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2149'STATION IS THE ROD AT THE TOP OF A WOODEN TANK WHICH IS SUPPORTED BY
 KX2149'A RED BRICK FOUNDATION AND HAS AN OVERALL HEIGHT OF
 KX2149'APPROXIMATELY 90 FEET.
 KX2149'
 KX2149'IT IS LOCATED APPROXIMATELY 2.0 MILES WEST OF BUTLER, 0.1 MILE SOUTH
 KX2149'OF U.S. HIGHWAY 422 AND ON THE WEST SIDE OF DUFFY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2150 ***********************************************************************
 KX2150  DESIGNATION -  BUTLER WEST END MUNICIPAL TANK
 KX2150  PID         -  KX2150
 KX2150  STATE/COUNTY-  PA/BUTLER
 KX2150  USGS QUAD   -  BUTLER (1977)
 KX2150
 KX2150                         *CURRENT SURVEY CONTROL
 KX2150  ___________________________________________________________________
 KX2150* NAD 83(1992)-  40 51 59.00146(N)    079 55 57.94606(W)     ADJUSTED  
 KX2150* NAVD 88     -                                                        
 KX2150  ___________________________________________________________________
 KX2150  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 KX2150  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KX2150
 KX2150  HORZ ORDER  -  THIRD
 KX2150
 KX2150.The horizontal coordinates were established by classical geodetic methods
 KX2150.and adjusted by the National Geodetic Survey in June 2002..
 KX2150
 KX2150
 KX2150.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2150
 KX2150.The geoid height was determined by GEOID03.
 KX2150
 KX2150;                    North         East     Units Scale Factor Converg.
 KX2150;SPC PA S     -   172,500.580   416,003.851   MT  0.99998577   -1 24 58.2
 KX2150;SPC PA S     -   565,945.65  1,364,839.30   sFT  0.99998577   -1 24 58.2
 KX2150;UTM  17      - 4,524,473.271   589,938.049   MT  0.99969956   +0 41 54.0
 KX2150
 KX2150                          SUPERSEDED SURVEY CONTROL
 KX2150
 KX2150  NAD 83(1995)-  40 51 59.00416(N)    079 55 57.94422(W) AD(       ) 4
 KX2150  NAD 83(1986)-  40 51 59.00465(N)    079 55 57.94912(W) AD(       ) 4
 KX2150  NAD 27      -  40 51 58.77200(N)    079 55 58.74900(W) AD(       ) 3
 KX2150
 KX2150.Superseded values are not recommended for survey control.
 KX2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2150.See file dsdata.txt to determine how the superseded data were derived.
 KX2150
 KX2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF8993824473(NAD 83)
 KX2150_MARKER: 53 = ELEVATED TANK
 KX2150
 KX2150  HISTORY     - Date     Condition        Report By
 KX2150  HISTORY     - 1958     FIRST OBSERVED   CGS
 KX2150  HISTORY     - 1967     GOOD             CGS
 KX2150
 KX2150                          STATION DESCRIPTION
 KX2150
 KX2150'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2150'STATION IS THE TOP CENTER OF THE TANK WHICH IS LOCATED APPROXIMATELY
 KX2150'2 MILES WEST OF BUTLER.
 KX2150'
 KX2150'THE TANK IS A FOUR-LEGGED STEEL STRUCTURE APPROXIMATELY 128 FEET
 KX2150'HIGH. THE TANK IS PAINTED LIGHT GREEN.
 KX2150
 KX2150                          STATION RECOVERY (1967)
 KX2150
 KX2150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2150'STATION RECOVERED AS DESCRIBED IN 1958 BY W.E.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1166 ***********************************************************************
 LZ1166  DESIGNATION -  BUTTONWOOD
 LZ1166  PID         -  LZ1166
 LZ1166  STATE/COUNTY-  PA/LYCOMING
 LZ1166  USGS QUAD   -  WHITE PINE (1986)
 LZ1166
 LZ1166                         *CURRENT SURVEY CONTROL
 LZ1166  ___________________________________________________________________
 LZ1166* NAD 83(1986)-  41 29 58.     (N)    077 08 07.     (W)     SCALED    
 LZ1166* NAVD 88     -       401.202  (meters)    1316.28   (feet)  ADJUSTED  
 LZ1166  ___________________________________________________________________
 LZ1166  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 LZ1166  DYNAMIC HT  -         401.021 (meters)    1315.68  (feet)  COMP
 LZ1166  MODELED GRAV-     980,159.3   (mgal)                       NAVD 88
 LZ1166
 LZ1166  VERT ORDER  -  SECOND    CLASS 0
 LZ1166
 LZ1166.The horizontal coordinates were scaled from a topographic map and have
 LZ1166.an estimated accuracy of +/- 6 seconds.
 LZ1166
 LZ1166.The orthometric height was determined by differential leveling
 LZ1166.and adjusted by the National Geodetic Survey in June 1991..
 LZ1166
 LZ1166.The geoid height was determined by GEOID03.
 LZ1166
 LZ1166.The dynamic height is computed by dividing the NAVD 88
 LZ1166.geopotential number by the normal gravity value computed on the
 LZ1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1166.degrees latitude (g = 980.6199 gals.).
 LZ1166
 LZ1166.The modeled gravity was interpolated from observed gravity values.
 LZ1166
 LZ1166;                    North         East    Units  Estimated Accuracy
 LZ1166;SPC PA N     -   148,190.      651,330.      MT  (+/- 180 meters Scaled)
 LZ1166
 LZ1166                          SUPERSEDED SURVEY CONTROL
 LZ1166
 LZ1166  NGVD 29 (??/??/92)  401.38   (m)         1316.9    (f) COMPUTED    2 0
 LZ1166
 LZ1166.Superseded values are not recommended for survey control.
 LZ1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1166.See file dsdata.txt to determine how the superseded data were derived.
 LZ1166
 LZ1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL217964(NAD 83)
 LZ1166_MARKER: DD = SURVEY DISK
 LZ1166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1166_SP_SET: BRIDGE
 LZ1166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1166
 LZ1166  HISTORY     - Date     Condition        Report By
 LZ1166  HISTORY     - UNK      MONUMENTED       PADH
 LZ1166  HISTORY     - 1968     MARK NOT FOUND   NGS
 LZ1166
 LZ1166                          STATION DESCRIPTION
 LZ1166
 LZ1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ1166'AT BUTTONWOOD.
 LZ1166'AT BUTTONWOOD, LYCOMING COUNTY, ON U.S. HIGHWAY 15, AT STATION
 LZ1166'5/60+83, ABOUT 60 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 LZ1166'1-STORY FRAME SCHOOLHOUSE, AT AN 18-FOOT CONCRETE BRIDGE OVER A
 LZ1166'CREEK, IN THE TOP OF THE NORTHWEST CONCRETE WING WALL, 14 FEET
 LZ1166'WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 LZ1166'ROADWAY.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1315 ***********************************************************************
 LZ1315  DESIGNATION -  BUTTS
 LZ1315  PID         -  LZ1315
 LZ1315  STATE/COUNTY-  PA/CENTRE
 LZ1315  USGS QUAD   -  SNOW SHOE (1996)
 LZ1315
 LZ1315                         *CURRENT SURVEY CONTROL
 LZ1315  ___________________________________________________________________
 LZ1315* NAD 83(1992)-  41 01 10.34397(N)    077 55 49.29934(W)     ADJUSTED  
 LZ1315* NAVD 88     -       550.251  (meters)    1805.28   (feet)  ADJUSTED  
 LZ1315  ___________________________________________________________________
 LZ1315  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 LZ1315  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 LZ1315  DYNAMIC HT  -         549.978 (meters)    1804.39  (feet)  COMP
 LZ1315  MODELED GRAV-     980,109.2   (mgal)                       NAVD 88
 LZ1315
 LZ1315  HORZ ORDER  -  SECOND
 LZ1315  VERT ORDER  -  SECOND    CLASS 0
 LZ1315
 LZ1315.The horizontal coordinates were established by classical geodetic methods
 LZ1315.and adjusted by the National Geodetic Survey in June 2002..
 LZ1315
 LZ1315.The orthometric height was determined by differential leveling
 LZ1315.and adjusted by the National Geodetic Survey in June 1991..
 LZ1315
 LZ1315.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1315
 LZ1315.The geoid height was determined by GEOID03.
 LZ1315
 LZ1315.The dynamic height is computed by dividing the NAVD 88
 LZ1315.geopotential number by the normal gravity value computed on the
 LZ1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1315.degrees latitude (g = 980.6199 gals.).
 LZ1315
 LZ1315.The modeled gravity was interpolated from observed gravity values.
 LZ1315
 LZ1315;                    North         East     Units Scale Factor Converg.
 LZ1315;SPC PA N     -    94,730.509   584,830.084   MT  0.99998081   -0 07 09.5
 LZ1315;SPC PA N     -   310,795.01  1,918,730.03   sFT  0.99998081   -0 07 09.5
 LZ1315;UTM  18      - 4,545,063.413   253,609.883   MT  1.00034724   -1 55 27.2
 LZ1315;UTM  17      - 4,545,466.273   758,102.411   MT  1.00041998   +2 00 56.8
 LZ1315
 LZ1315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1315!SPC PA N     -   0.99991885  x   0.99998081  =   0.99989966
 LZ1315!UTM  18      -   0.99991885  x   1.00034724  =   1.00026606
 LZ1315!UTM  17      -   0.99991885  x   1.00041998  =   1.00033879
 LZ1315
 LZ1315:                Primary Azimuth Mark                     Grid Az
 LZ1315:SPC PA N     -  JONA                                     100 36 10.1
 LZ1315:UTM  18      -  JONA                                     102 24 27.8
 LZ1315:UTM  17      -  JONA                                     098 28 03.8
 LZ1315
 LZ1315|---------------------------------------------------------------------|
 LZ1315| PID    Reference Object                     Distance      Geod. Az  |
 LZ1315|                                                           dddmmss.s |
 LZ1315| LZ1789 JONA                                APPROX. 3.5 KM 1002900.6 |
 LZ1315| LZ1316 BUTTS RM 1                           23.239 METERS 17512     |
 LZ1315| LZ1314 BUTTS RM 2                           23.062 METERS 29920     |
 LZ1315|---------------------------------------------------------------------|
 LZ1315
 LZ1315                          SUPERSEDED SURVEY CONTROL
 LZ1315
 LZ1315  NAD 83(1986)-  41 01 10.34564(N)    077 55 49.30123(W) AD(       ) 2
 LZ1315  NAD 27      -  41 01 10.14160(N)    077 55 50.28280(W) AD(       ) 2
 LZ1315  NGVD 29 (??/??/92)  550.414  (m)         1805.82   (f) ADJ UNCH    2 0
 LZ1315
 LZ1315.Superseded values are not recommended for survey control.
 LZ1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1315.See file dsdata.txt to determine how the superseded data were derived.
 LZ1315
 LZ1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL5361045063(NAD 83)
 LZ1315_MARKER: DS = TRIANGULATION STATION DISK
 LZ1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1315_STAMPING: BUTTS 1959
 LZ1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1315+STABILITY: SURFACE MOTION
 LZ1315
 LZ1315  HISTORY     - Date     Condition        Report By
 LZ1315  HISTORY     - 1959     MONUMENTED       CGS
 LZ1315  HISTORY     - 1959     GOOD             CGS
 LZ1315
 LZ1315                          STATION DESCRIPTION
 LZ1315
 LZ1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 LZ1315'THE STATION IS LOCATED ON A LOW TIMBER COVERED RIDGE, ON PROPERTY
 LZ1315'OWNED BY MR. JIM UZZELL, ABOUT 9 MILES NORTHWEST OF MILESBURG, 7
 LZ1315'MILES NORTHEAST OF GRASS FLAT, 1.0 MILE SOUTHEAST OF SNOW SHOE AND
 LZ1315'ABOUT 0.4 MILE SOUTH OF STATE HIGHWAY 53.
 LZ1315'
 LZ1315'TO REACH THE STATION FROM THE CROSSROAD AT THE SOUTH EDGE OF SNOW
 LZ1315'SHOE.  GO EAST ON STATE HIGHWAY 53 FOR 1.17 MILE TO A TRACK ROAD ON
 LZ1315'THE RIGHT, SOUTH, SIDE OF THE HIGHWAY.  TURN RIGHT AND GO SOUTH ON
 LZ1315'THE TRACK ROAD FOR 0.12 MILE TO A HOUSE ON THE RIGHT, WEST, SIDE OF
 LZ1315'THE TRACK ROAD.  CONTINUE SOUTH ON THE TRACK ROAD FOR 0.3 MILE TO A
 LZ1315'10-INCH TRIANGULAR BLAZED OAK TREE ON THE RIGHT AND A CLEARED
 LZ1315'ROAD THROUGH THE WOODS ON THE LEFT, EAST, SIDE OF THE TRACK ROAD.
 LZ1315'TURN LEFT AND GO EAST ON THE CLEARED ROAD FOR 0.1 MILE TO A NORTH
 LZ1315'AND SOUTH TRAIL, A STANDARD METAL WITNESS POST AND MARKER AND THE
 LZ1315'STATION.
 LZ1315'
 LZ1315'THE STATION MARK, A STANDARD DISK STAMPED BUTTS 1959, IS SET IN THE
 LZ1315'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE
 LZ1315'SURFACE OF THE GROUND.  IT IS 3.4 FEET NORTHWEST OF A METAL WITNESS
 LZ1315'POST AND MARKER.
 LZ1315'
 LZ1315'REFERENCE MARK 1, A STANDARD DISK STAMPED BUTTS NO 1 1959, IS SET IN
 LZ1315'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 LZ1315'SURFACE OF THE GROUND.  IT IS 77 FEET SOUTH OF A STANDARD METAL
 LZ1315'WITNESS POST AND MARKER AND IS ABOUT 12 INCHES LOWER THAN THE
 LZ1315'STATION.
 LZ1315'
 LZ1315'REFERENCE MARK 2, A STANDARD DISK STAMPED BUTTS NO 2 1959, IS SET IN
 LZ1315'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 LZ1315'ABOVE THE SURFACE OF THE GROUND.  IT IS 78 FEET NORTHWEST OF A
 LZ1315'STANDARD METAL WITNESS POST AND MARKER AND IS ABOUT 12 INCHES LOWER
 LZ1315'THAN THE STATION.
 LZ1315'
 LZ1315'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 LZ1315'
 LZ1315'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LZ1315
 LZ1315                          STATION RECOVERY (1959)
 LZ1315
 LZ1315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LZ1315'1.8 MI SE FROM SNOW SHOE.
 LZ1315'1.15 MILE SOUTH EAST ALONG STATE HY. 53 FROM THE METHODIST
 LZ1315'CHURCH IN SNOW SHOE THENCE SOUTH ON A DIM ROAD FOR 0.5 MILE
 LZ1315'THENCE 0.1 MILE UP BANK TO AND OLD TRAIL AND STATION SIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1651 ***********************************************************************
 LZ1651  DESIGNATION -  BUTTS
 LZ1651  PID         -  LZ1651
 LZ1651  STATE/COUNTY-  PA/TIOGA
 LZ1651  USGS QUAD   -  MANSFIELD (1986)
 LZ1651
 LZ1651                         *CURRENT SURVEY CONTROL
 LZ1651  ___________________________________________________________________
 LZ1651* NAD 83(1992)-  41 47 41.17442(N)    077 03 50.88093(W)     ADJUSTED  
 LZ1651* NAVD 88     -       496.7    (meters)    1630.     (feet)  VERTCON   
 LZ1651  ___________________________________________________________________
 LZ1651  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 LZ1651  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 LZ1651
 LZ1651  HORZ ORDER  -  FIRST
 LZ1651
 LZ1651.The horizontal coordinates were established by classical geodetic methods
 LZ1651.and adjusted by the National Geodetic Survey in June 2002..
 LZ1651
 LZ1651.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1651
 LZ1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1651
 LZ1651.The geoid height was determined by GEOID03.
 LZ1651
 LZ1651;                    North         East     Units Scale Factor Converg.
 LZ1651;SPC PA N     -   181,035.873   657,004.955   MT  0.99997849   +0 27 13.4
 LZ1651;SPC PA N     -   593,948.53  2,155,523.76   sFT  0.99997849   +0 27 13.4
 LZ1651;UTM  18      - 4,629,049.576   328,500.967   MT  0.99996194   -1 22 33.6
 LZ1651
 LZ1651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1651!SPC PA N     -   0.99992720  x   0.99997849  =   0.99990569
 LZ1651!UTM  18      -   0.99992720  x   0.99996194  =   0.99988914
 LZ1651
 LZ1651|---------------------------------------------------------------------|
 LZ1651| PID    Reference Object                     Distance      Geod. Az  |
 LZ1651|                                                           dddmmss.s |
 LZ1651| CK6738 BUTTS RM 1                           37.911 METERS 10629     |
 LZ1651| LZ1650 BUTTS USGS 1929                      43.250 METERS 19228     |
 LZ1651| CK6739 BUTTS RM 2                           64.688 METERS 21649     |
 LZ1651| LZ0845 BUTTS AZ MK                                        3300412.9 |
 LZ1651|---------------------------------------------------------------------|
 LZ1651
 LZ1651                          SUPERSEDED SURVEY CONTROL
 LZ1651
 LZ1651  NAD 83(1996)-  41 47 41.17337(N)    077 03 50.88165(W) AD(       ) 1
 LZ1651  NAD 83(1986)-  41 47 41.17562(N)    077 03 50.87615(W) AD(       ) 1
 LZ1651  NAD 27      -  41 47 40.91083(N)    077 03 51.99179(W) AD(       ) 1
 LZ1651  NGVD 29 (07/19/86)  496.8    (m)         1630.     (f) VERT ANG       
 LZ1651
 LZ1651.Superseded values are not recommended for survey control.
 LZ1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1651.See file dsdata.txt to determine how the superseded data were derived.
 LZ1651
 LZ1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM2850129050(NAD 83)
 LZ1651_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1651
 LZ1651  HISTORY     - Date     Condition        Report By
 LZ1651  HISTORY     - 1929     MONUMENTED       CGS
 LZ1651  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LZ1651  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LZ1651
 LZ1651                          STATION DESCRIPTION
 LZ1651
 LZ1651'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 LZ1651'STATION IS IN RICHMOND TOWNSHIP ABOUT 3/4 MILE SE OF MANSFIELD ON THE
 LZ1651'HIGHEST POINT OF A PROMINENT GRASSY HILL ON PROPERTY OWNED BY
 LZ1651'MR. C.H. BENSON.
 LZ1651'
 LZ1651'THE OLD U.S.G.S. STATION BUTTS (MARKED BY A STUMP WHICH HAS NEARLY
 LZ1651'ROTTED AWAY) IS S OF THE STATION AND DISTANT 43.25 METERS.  THE
 LZ1651'STATION IS ABOUT 400 FEET W OF A STONE WALL WHICH FORMS THE EASTERN
 LZ1651'BOUNDARY OF PASTURE FIELD ON HILLTOP.  A LONE 2-FOOT OAK TREE ON THE
 LZ1651'E SIDE OF THIS WALL, AND REFERENCE MARK NO. 1 FORM A RANGE LINE
 LZ1651'PASSING 2 FEET N OF THE STATION.  MARK PROJECTS 8 INCHES ABOVE THE
 LZ1651'SURFACE.
 LZ1651'
 LZ1651'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 LZ1651'SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 LZ1651'
 LZ1651'REFERRENCE MARK NO. 1 IS E OF STATION ON SHOULDER OF HILL AND ON LINE
 LZ1651'TO LONE OAK TREE ABOUT 400 FEET E OF STATION.  REFERENCE MARK NO.
 LZ1651'2 IS SW OF STATION ON POINT OF HILL.  BOTH MARKS PROJECT 8 INCHES
 LZ1651'ABOVE THE SURFACE.
 LZ1651'
 LZ1651'TO REACH STATION FROM MANSFIELD GO S ON MAIN HIGHWAY TO EDGE OF TOWN
 LZ1651'AND TAKE LEFT HAND ROAD LEADING ACROSS RAILROAD AND UPHILL ABOUT
 LZ1651'3/4 MILE TO MR. C.H. BENSONS FARM.  TO REACH STATION FROM HERE
 LZ1651'CONTINUE ON MAIN ROAD BEYOND MR. BENSONS BUILDINGS AND TAKE RIGHT
 LZ1651'HAND ROAD BY OLD BARN TO TOP OF RIDGE THENCE W THROUGH FIELD ALONG
 LZ1651'TOP OF RIDGE TO STATION.
 LZ1651'
 LZ1651'HEIGHT OF SIGNAL ABOVE STATION MARK - 1 METER.
 LZ1651
 LZ1651                          STATION RECOVERY (1965)
 LZ1651
 LZ1651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 LZ1651'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 LZ1651'AND FOUND IN GOOD CONDITION.
 LZ1651'
 LZ1651'THE OLD (USGS) STATION BUTTS (MARKED BY A STUMP) WAS NOT RECOVERED.
 LZ1651'
 LZ1651'THE PROPERTY IS OWNED BY MR. WILBUR MITCHELTREE.
 LZ1651'
 LZ1651'THE ORIGINAL DESCRIPTION ADEQUATELY DESCRIBES THE STATION EXCEPT FOR
 LZ1651'THE TO REACH.  A NEW TO REACH IS GIVEN BELOW.
 LZ1651'
 LZ1651'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND 15 IN
 LZ1651'MANSFIELD, GO SOUTH ON HIGHWAY 15 FOR 0.55 MILE TO FOURTH STREET.
 LZ1651'TURN LEFT AND GO EAST ON FOURTH STREET ACROSS RAILROAD TRACKS FOR
 LZ1651'0.25 MILE TO END OF PAVEMENT.  CONTINUE STRAIGHT AHEAD ON
 LZ1651'DIRT ROAD FOR ABOUT 0.3 MILE TO MR. MITCHELTREES BARN ON THE RIGHT
 LZ1651'AND HOUSE ON THE LEFT.
 LZ1651'
 LZ1651'THE STATION IS ABOUT 1/2 MILE SOUTH OF THE BARN ON THE HIGHEST POINT
 LZ1651'OF THE HILL.
 LZ1651
 LZ1651                          STATION RECOVERY (1968)
 LZ1651
 LZ1651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WMJ)
 LZ1651'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 LZ1651'IN GOOD CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 LZ1651'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LZ1651'
 LZ1651'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF MANSFILED ON THE
 LZ1651'HIGHEST POINT OF A PROMINENT GRASSY HILL.  THE PROPERTY IS
 LZ1651'OWNED BY MR. C.W. MITCHELTREE.
 LZ1651'
 LZ1651'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 15 AND 6, IN
 LZ1651'MANSFIELD, GO SOUTH ON U.S. HIGHWAY 15 FOR 0.6 MILE TO A SIDE
 LZ1651'ROAD ON THE LEFT, TURN LEFT AND GO EAST ON FOURTH STREET FOR 0.2 MILE
 LZ1651'TO CLINTON STREET ON THE LEFT, CONTINUE EAST ON A GRAVELED ROAD
 LZ1651'FOR 0.35 MILE TO MR. MITCHELTREES HOUSE ON THE LEFT AND THE END OF
 LZ1651'TRUCK TRAVEL.  PACK SOUTH UP STEEP HILL FOR 0.3 MILE TO THE HIGHEST
 LZ1651'POINT OF THE HILL AND THE STATION.
 LZ1651'
 LZ1651'THE STATION MARK IS 195 FEET NORTH OF AN EAST-WEST FENCE LINE.  THE
 LZ1651'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 LZ1651'PROJECTING 5 INCHES AND IS STAMPED BUTTS USGS 1929.  NOTE 1A 7A
 LZ1651'
 LZ1651'REFERENCE MARK NO. 1 IS 152 FEET NORTH OF THE EAST-WEST FENCE LINE.
 LZ1651'THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 LZ1651'POST PROJECTING 6 INCHES AND IS STAMPED BUTTS USGS NO 1 1929.  NOTE
 LZ1651'11A
 LZ1651'
 LZ1651'REFERENCE MARK NO. 2 IS 50 FEET NORTH OF THE EAST-WEST FENCE LINE.
 LZ1651'THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 LZ1651'POST PROJECTING 4 INCHES AND IS STAMPED BUTTS USGS NO 2 1929.  NOTE
 LZ1651'11A
 LZ1651'
 LZ1651'THE AZIMUTH MARK IS 44 FEET EAST-SOUTHEAST OF TELEPHONE POLE NO. T67,
 LZ1651'16 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 15 AND 2.7 FEET NORTH
 LZ1651'OF A METAL WITNESS POST.  THE MARK IS A STANDARD DISK CEMENTED IN A
 LZ1651'DRILL HOLE IN THE HEADWALL OF A CONCRETE CULVERT AND IS STAMPED
 LZ1651'BUTTS 1929 1968.
 LZ1651'
 LZ1651'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAYS 15 AND
 LZ1651'6, IN MANSFIELD, GO NORTH ON U.S. HIGHWAY 15 FOR 1.55 MILES TO
 LZ1651'THE MARK ON THE RIGHT.
 LZ1651'
 LZ1651'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1 MILE SOUTHEAST OF
 LZ1651'MANSFIELD
 LZ1651'
 LZ1651'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1312 ***********************************************************************
 LZ1312  DESIGNATION -  BUTTS AZ
 LZ1312  PID         -  LZ1312
 LZ1312  STATE/COUNTY-  PA/CENTRE
 LZ1312  USGS QUAD   -  SNOW SHOE (1996)
 LZ1312
 LZ1312                         *CURRENT SURVEY CONTROL
 LZ1312  ___________________________________________________________________
 LZ1312* NAD 83(1986)-  41 01 37.     (N)    077 56 26.     (W)     SCALED    
 LZ1312* NAVD 88     -       525.070  (meters)    1722.67   (feet)  ADJUSTED  
 LZ1312  ___________________________________________________________________
 LZ1312  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 LZ1312  DYNAMIC HT  -         524.808 (meters)    1721.81  (feet)  COMP
 LZ1312  MODELED GRAV-     980,108.6   (mgal)                       NAVD 88
 LZ1312
 LZ1312  VERT ORDER  -  SECOND    CLASS 0
 LZ1312
 LZ1312.The horizontal coordinates were scaled from a topographic map and have
 LZ1312.an estimated accuracy of +/- 6 seconds.
 LZ1312
 LZ1312.The orthometric height was determined by differential leveling
 LZ1312.and adjusted by the National Geodetic Survey in June 1991..
 LZ1312
 LZ1312.The geoid height was determined by GEOID03.
 LZ1312
 LZ1312.The dynamic height is computed by dividing the NAVD 88
 LZ1312.geopotential number by the normal gravity value computed on the
 LZ1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1312.degrees latitude (g = 980.6199 gals.).
 LZ1312
 LZ1312.The modeled gravity was interpolated from observed gravity values.
 LZ1312
 LZ1312;                    North         East    Units  Estimated Accuracy
 LZ1312;SPC PA N     -    95,560.      583,970.      MT  (+/- 180 meters Scaled)
 LZ1312
 LZ1312                          SUPERSEDED SURVEY CONTROL
 LZ1312
 LZ1312  NGVD 29 (??/??/92)  525.231  (m)         1723.20   (f) ADJ UNCH    2 0
 LZ1312
 LZ1312.Superseded values are not recommended for survey control.
 LZ1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1312.See file dsdata.txt to determine how the superseded data were derived.
 LZ1312
 LZ1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL527459(NAD 83)
 LZ1312_MARKER: DZ = AZIMUTH MARK DISK
 LZ1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1312_STAMPING: BUTTS AZIMUTH 1959
 LZ1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1312+STABILITY: SURFACE MOTION
 LZ1312
 LZ1312  HISTORY     - Date     Condition        Report By
 LZ1312  HISTORY     - 1959     MONUMENTED       CGS
 LZ1312
 LZ1312                          STATION DESCRIPTION
 LZ1312
 LZ1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LZ1312'0.6 MI SE FROM SNOW SHOE.
 LZ1312'0.60 MILE SOUTH EAST ALONG STATE HY. 53 FROM THE METHODIST
 LZ1312'CHURCH IN SNOW SHOE, ON THE SOUTH EDGE OF AN APPLE ORCHARD
 LZ1312'ABOUT 100 YARDS WEST OF A TWO-STORY BRICK FARM HOME, 67 FEET
 LZ1312'SOUTH EAST OF THE EAST MOST OF THREE APPLE TREES IN A ROW, 2 FEET
 LZ1312'NORTH EAST OF A POWER POLE NO. 59854, 26 FEET NORTH OF THE
 LZ1312'CENTERLINE OF THE HIGHWAY, 2 FEET NORTH EAST OF A WITNESS POLE,
 LZ1312'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0845 ***********************************************************************
 LZ0845  DESIGNATION -  BUTTS AZ MK
 LZ0845  PID         -  LZ0845
 LZ0845  STATE/COUNTY-  PA/TIOGA
 LZ0845  USGS QUAD   -  MANSFIELD (1986)
 LZ0845
 LZ0845                         *CURRENT SURVEY CONTROL
 LZ0845  ___________________________________________________________________
 LZ0845* NAD 83(1986)-  41 49 36.     (N)    077 05 19.     (W)     SCALED    
 LZ0845* NAVD 88     -       349.292  (meters)    1145.97   (feet)  ADJUSTED  
 LZ0845  ___________________________________________________________________
 LZ0845  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 LZ0845  DYNAMIC HT  -         349.153 (meters)    1145.51  (feet)  COMP
 LZ0845  MODELED GRAV-     980,215.1   (mgal)                       NAVD 88
 LZ0845
 LZ0845  VERT ORDER  -  SECOND    CLASS 0
 LZ0845
 LZ0845.The horizontal coordinates were scaled from a topographic map and have
 LZ0845.an estimated accuracy of +/- 6 seconds.
 LZ0845
 LZ0845.The orthometric height was determined by differential leveling
 LZ0845.and adjusted by the National Geodetic Survey in June 1991..
 LZ0845
 LZ0845.The geoid height was determined by GEOID03.
 LZ0845
 LZ0845.The dynamic height is computed by dividing the NAVD 88
 LZ0845.geopotential number by the normal gravity value computed on the
 LZ0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0845.degrees latitude (g = 980.6199 gals.).
 LZ0845
 LZ0845.The modeled gravity was interpolated from observed gravity values.
 LZ0845
 LZ0845;                    North         East    Units  Estimated Accuracy
 LZ0845;SPC PA N     -   184,560.      654,940.      MT  (+/- 180 meters Scaled)
 LZ0845
 LZ0845                          SUPERSEDED SURVEY CONTROL
 LZ0845
 LZ0845  NGVD 29 (??/??/92)  349.435  (m)         1146.44   (f) ADJ UNCH    2 0
 LZ0845
 LZ0845.Superseded values are not recommended for survey control.
 LZ0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0845.See file dsdata.txt to determine how the superseded data were derived.
 LZ0845
 LZ0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM265326(NAD 83)
 LZ0845_MARKER: DZ = AZIMUTH MARK DISK
 LZ0845_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0845_SP_SET: CULVERT
 LZ0845_STAMPING: BUTTS 1929 1968
 LZ0845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0845
 LZ0845  HISTORY     - Date     Condition        Report By
 LZ0845  HISTORY     - 1968     MONUMENTED       CGS
 LZ0845
 LZ0845                          STATION DESCRIPTION
 LZ0845
 LZ0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ0845'1.6 MI N FROM MANSFIELD.
 LZ0845'1.55 MILES NORTH ALONG U.S. HIGHWAY 15 FROM ITS JUNCTION WITH
 LZ0845'U.S. HIGHWAY 6 IN MANSFIELD, SET IN THE TOP OF THE EAST HEADWALL
 LZ0845'OF A CONCRETE CULVERT, 44 FEET EAST-SOUTHEAST OF TELEPHONE POLE
 LZ0845'NO. T67, 16 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 2.7 FEET
 LZ0845'NORTH OF A METAL WITNESS SIGN AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1316 ***********************************************************************
 LZ1316  DESIGNATION -  BUTTS RM 1
 LZ1316  PID         -  LZ1316
 LZ1316  STATE/COUNTY-  PA/CENTRE
 LZ1316  USGS QUAD   -  SNOW SHOE (1996)
 LZ1316
 LZ1316                         *CURRENT SURVEY CONTROL
 LZ1316  ___________________________________________________________________
 LZ1316* NAD 83(1986)-  41 01 10.     (N)    077 55 49.     (W)     SCALED    
 LZ1316* NAVD 88     -       549.407  (meters)    1802.51   (feet)  ADJUSTED  
 LZ1316  ___________________________________________________________________
 LZ1316  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 LZ1316  DYNAMIC HT  -         549.134 (meters)    1801.62  (feet)  COMP
 LZ1316  MODELED GRAV-     980,109.2   (mgal)                       NAVD 88
 LZ1316
 LZ1316  VERT ORDER  -  SECOND    CLASS 0
 LZ1316
 LZ1316.The horizontal coordinates were scaled from a topographic map and have
 LZ1316.an estimated accuracy of +/- 6 seconds.
 LZ1316
 LZ1316.The orthometric height was determined by differential leveling
 LZ1316.and adjusted by the National Geodetic Survey in June 1991..
 LZ1316
 LZ1316.The geoid height was determined by GEOID03.
 LZ1316
 LZ1316.The dynamic height is computed by dividing the NAVD 88
 LZ1316.geopotential number by the normal gravity value computed on the
 LZ1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1316.degrees latitude (g = 980.6199 gals.).
 LZ1316
 LZ1316.The modeled gravity was interpolated from observed gravity values.
 LZ1316
 LZ1316;                    North         East    Units  Estimated Accuracy
 LZ1316;SPC PA N     -    94,720.      584,840.      MT  (+/- 180 meters Scaled)
 LZ1316
 LZ1316                          SUPERSEDED SURVEY CONTROL
 LZ1316
 LZ1316  NGVD 29 (??/??/92)  549.569  (m)         1803.04   (f) ADJ UNCH    2 0
 LZ1316
 LZ1316.Superseded values are not recommended for survey control.
 LZ1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1316.See file dsdata.txt to determine how the superseded data were derived.
 LZ1316
 LZ1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL536450(NAD 83)
 LZ1316_MARKER: DR = REFERENCE MARK DISK
 LZ1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1316_STAMPING: BUTTS NO 1 1959
 LZ1316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1316+STABILITY: SURFACE MOTION
 LZ1316
 LZ1316  HISTORY     - Date     Condition        Report By
 LZ1316  HISTORY     - 1959     MONUMENTED       CGS
 LZ1316
 LZ1316                          STATION DESCRIPTION
 LZ1316
 LZ1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LZ1316'1.8 MI SE FROM SNOW SHOE.
 LZ1316'1.15 MILE SOUTH EAST ALONG STATE HY. 53 FROM THE METHODIST
 LZ1316'CHURCH IN SNOW SHOE THENCE 0.5 MILE SOUTH ON A DIM ROAD THENCE
 LZ1316'0.1 MILE UP BANK TO AN OLD TRAIL AND STATION SIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1314 ***********************************************************************
 LZ1314  DESIGNATION -  BUTTS RM 2
 LZ1314  PID         -  LZ1314
 LZ1314  STATE/COUNTY-  PA/CENTRE
 LZ1314  USGS QUAD   -  SNOW SHOE (1996)
 LZ1314
 LZ1314                         *CURRENT SURVEY CONTROL
 LZ1314  ___________________________________________________________________
 LZ1314* NAD 83(1986)-  41 01 10.     (N)    077 55 49.     (W)     SCALED    
 LZ1314* NAVD 88     -       549.784  (meters)    1803.75   (feet)  ADJUSTED  
 LZ1314  ___________________________________________________________________
 LZ1314  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 LZ1314  DYNAMIC HT  -         549.511 (meters)    1802.85  (feet)  COMP
 LZ1314  MODELED GRAV-     980,109.2   (mgal)                       NAVD 88
 LZ1314
 LZ1314  VERT ORDER  -  SECOND    CLASS 0
 LZ1314
 LZ1314.The horizontal coordinates were scaled from a topographic map and have
 LZ1314.an estimated accuracy of +/- 6 seconds.
 LZ1314
 LZ1314.The orthometric height was determined by differential leveling
 LZ1314.and adjusted by the National Geodetic Survey in June 1991..
 LZ1314
 LZ1314.The geoid height was determined by GEOID03.
 LZ1314
 LZ1314.The dynamic height is computed by dividing the NAVD 88
 LZ1314.geopotential number by the normal gravity value computed on the
 LZ1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1314.degrees latitude (g = 980.6199 gals.).
 LZ1314
 LZ1314.The modeled gravity was interpolated from observed gravity values.
 LZ1314
 LZ1314;                    North         East    Units  Estimated Accuracy
 LZ1314;SPC PA N     -    94,720.      584,840.      MT  (+/- 180 meters Scaled)
 LZ1314
 LZ1314                          SUPERSEDED SURVEY CONTROL
 LZ1314
 LZ1314  NGVD 29 (??/??/92)  549.947  (m)         1804.28   (f) ADJ UNCH    2 0
 LZ1314
 LZ1314.Superseded values are not recommended for survey control.
 LZ1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1314.See file dsdata.txt to determine how the superseded data were derived.
 LZ1314
 LZ1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL536450(NAD 83)
 LZ1314_MARKER: DR = REFERENCE MARK DISK
 LZ1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1314_STAMPING: BUTTS NO 2 1959
 LZ1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1314+STABILITY: SURFACE MOTION
 LZ1314
 LZ1314  HISTORY     - Date     Condition        Report By
 LZ1314  HISTORY     - 1959     MONUMENTED       CGS
 LZ1314
 LZ1314                          STATION DESCRIPTION
 LZ1314
 LZ1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LZ1314'1.8 MI SE FROM SNOW SHOE.
 LZ1314'1.15 MILE SOUTH EAST ALONG STATE HY. 53 FROM THE METHODIST
 LZ1314'CHURCH IN SNOW SHOE THENCE 0.5 MILE SOUTH ON A DIM ROAD THENCE
 LZ1314'0.1 MILE UP BANK TO AN OLD TRAIL AND STATION SIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1650 ***********************************************************************
 LZ1650  DESIGNATION -  BUTTS USGS 1929
 LZ1650  PID         -  LZ1650
 LZ1650  STATE/COUNTY-  PA/TIOGA
 LZ1650  USGS QUAD   -  MANSFIELD (1986)
 LZ1650
 LZ1650                         *CURRENT SURVEY CONTROL
 LZ1650  ___________________________________________________________________
 LZ1650* NAD 83(1992)-  41 47 39.80564(N)    077 03 51.28532(W)     ADJUSTED  
 LZ1650* NAVD 88     -       493.     (meters)    1617.     (feet)  SCALED    
 LZ1650  ___________________________________________________________________
 LZ1650  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 LZ1650  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 LZ1650
 LZ1650  HORZ ORDER  -  SECOND
 LZ1650
 LZ1650.The horizontal coordinates were established by classical geodetic methods
 LZ1650.and adjusted by the National Geodetic Survey in June 2002..
 LZ1650
 LZ1650.The orthometric height was scaled from a topographic map.
 LZ1650
 LZ1650.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1650
 LZ1650.The geoid height was determined by GEOID03.
 LZ1650
 LZ1650;                    North         East     Units Scale Factor Converg.
 LZ1650;SPC PA N     -   180,993.571   656,995.954   MT  0.99997845   +0 27 13.2
 LZ1650;SPC PA N     -   593,809.74  2,155,494.23   sFT  0.99997845   +0 27 13.2
 LZ1650;UTM  18      - 4,629,007.583   328,490.620   MT  0.99996198   -1 22 33.9
 LZ1650
 LZ1650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1650!SPC PA N     -   0.99992780  x   0.99997845  =   0.99990625
 LZ1650!UTM  18      -   0.99992780  x   0.99996198  =   0.99988978
 LZ1650
 LZ1650                          SUPERSEDED SURVEY CONTROL
 LZ1650
 LZ1650  NAD 83(1996)-  41 47 39.80459(N)    077 03 51.28605(W) AD(       ) 2
 LZ1650  NAD 83(1986)-  41 47 39.80684(N)    077 03 51.28055(W) AD(       ) 2
 LZ1650  NAD 27      -  41 47 39.54100(N)    077 03 52.39600(W) AD(       ) 2
 LZ1650
 LZ1650.Superseded values are not recommended for survey control.
 LZ1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1650.See file dsdata.txt to determine how the superseded data were derived.
 LZ1650
 LZ1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM2849129008(NAD 83)
 LZ1650
 LZ1650  HISTORY     - Date     Condition        Report By
 LZ1650  HISTORY     - 1929     MONUMENTED       CGS
 LZ1650
 LZ1650                          STATION DESCRIPTION
 LZ1650
 LZ1650'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 LZ1650'SEE STATION BUTTS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0165 ***********************************************************************
 MB0165  DESIGNATION -  BUZZ
 MB0165  PID         -  MB0165
 MB0165  STATE/COUNTY-  PA/ERIE
 MB0165  USGS QUAD   -  EAST SPRINGFIELD (1990)
 MB0165
 MB0165                         *CURRENT SURVEY CONTROL
 MB0165  ___________________________________________________________________
 MB0165* NAD 83(1992)-  41 56 35.96778(N)    080 25 41.71104(W)     ADJUSTED  
 MB0165* NAVD 88     -       245.777  (meters)     806.35   (feet)  ADJUSTED  
 MB0165  ___________________________________________________________________
 MB0165  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 MB0165  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 MB0165  DYNAMIC HT  -         245.687 (meters)     806.06  (feet)  COMP
 MB0165  MODELED GRAV-     980,250.2   (mgal)                       NAVD 88
 MB0165
 MB0165  HORZ ORDER  -  SECOND
 MB0165  VERT ORDER  -  SECOND    CLASS 0
 MB0165
 MB0165.The horizontal coordinates were established by classical geodetic methods
 MB0165.and adjusted by the National Geodetic Survey in June 2002..
 MB0165
 MB0165.The orthometric height was determined by differential leveling
 MB0165.and adjusted by the National Geodetic Survey in June 1991..
 MB0165
 MB0165.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB0165
 MB0165.The geoid height was determined by GEOID03.
 MB0165
 MB0165.The dynamic height is computed by dividing the NAVD 88
 MB0165.geopotential number by the normal gravity value computed on the
 MB0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0165.degrees latitude (g = 980.6199 gals.).
 MB0165
 MB0165.The modeled gravity was interpolated from observed gravity values.
 MB0165
 MB0165;                    North         East     Units Scale Factor Converg.
 MB0165;SPC PA N     -   200,743.560   377,943.536   MT  0.99999892   -1 46 18.4
 MB0165;SPC PA N     -   658,606.16  1,239,969.75   sFT  0.99999892   -1 46 18.4
 MB0165;UTM  17      - 4,643,641.681   547,392.800   MT  0.99962764   +0 22 55.8
 MB0165
 MB0165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB0165!SPC PA N     -   0.99996687  x   0.99999892  =   0.99996579
 MB0165!UTM  17      -   0.99996687  x   0.99962764  =   0.99959452
 MB0165
 MB0165|---------------------------------------------------------------------|
 MB0165| PID    Reference Object                     Distance      Geod. Az  |
 MB0165|                                                           dddmmss.s |
 MB0165| MB0166 BUZZ RM 1                            12.078 METERS 04331     |
 MB0165| MB0163 K 273                                              0824154.8 |
 MB0165| MB0164 BUZZ RM 2                            11.397 METERS 13428     |
 MB0165|---------------------------------------------------------------------|
 MB0165
 MB0165                          SUPERSEDED SURVEY CONTROL
 MB0165
 MB0165  NAD 83(1995)-  41 56 35.96862(N)    080 25 41.71146(W) AD(       ) 2
 MB0165  NAD 83(1986)-  41 56 35.97149(N)    080 25 41.71230(W) AD(       ) 2
 MB0165  NAD 27      -  41 56 35.76930(N)    080 25 42.47140(W) AD(       ) 2
 MB0165  NGVD 29 (??/??/92)  245.967  (m)          806.98   (f) ADJ UNCH    2 0
 MB0165
 MB0165.Superseded values are not recommended for survey control.
 MB0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0165.See file dsdata.txt to determine how the superseded data were derived.
 MB0165
 MB0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG4739343642(NAD 83)
 MB0165_MARKER: DS = TRIANGULATION STATION DISK
 MB0165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0165_SP_SET: BRIDGE FLOOR
 MB0165_STAMPING: BUZZ 1961
 MB0165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0165
 MB0165  HISTORY     - Date     Condition        Report By
 MB0165  HISTORY     - 1961     MONUMENTED       CGS
 MB0165  HISTORY     - 1961     GOOD             CGS
 MB0165  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MB0165  HISTORY     - 1975     GOOD             NGS
 MB0165  HISTORY     - 1975     GOOD             NGS
 MB0165
 MB0165                          STATION DESCRIPTION
 MB0165
 MB0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 MB0165'THE STATION IS LOCATED ABOUT 3.0 MILES EAST-SOUTHEAST OF WEST
 MB0165'SPRINGFIELD, 3.0 MILES SOUTHWEST OF EAST SPRINGFIELD AND ALONG
 MB0165'THE RIGHT-OF-WAY OF INTERSTATE 90.
 MB0165'
 MB0165'TO REACH THE STATION FROM THE POST OFFICE IN WEST SPRINGFIELD, GO
 MB0165'EAST ON U.S. HIGHWAY 20 FOR 0.35 MILE TO THE JUNCTION
 MB0165'OF U.S. HIGHWAY 6N, TURN RIGHT AND GO 0.6 MILE TO THE SOUTH END OF
 MB0165'BRIDGE OVER INTERSTATE 90, TURN LEFT AND GO EAST ON
 MB0165'INTERSTATE 90 FOR 1.85 MILES TO A OVERPASS AND THE STATION ON THE
 MB0165'BRIDGE FLOOR.
 MB0165'
 MB0165'STATION, IS A STANDARD DISK SET IN THE FLOOR OF THE BRIDGE OVER
 MB0165'INTERSTATE 90, STAMPED BUZZ 1961.  IT IS 111.8 FEET SOUTH
 MB0165'OF THE NORTHWEST END OF OVERPASS HEADWALL, 105.6 FEET NORTH OF THE
 MB0165'SOUTHWEST END OF OVERPASS, 1390 FEET WEST OF THE
 MB0165'APPROXIMATE CENTER OF OVERPASS, 3.5 FEET EAST OF A TRIANGULAR MARK IN
 MB0165'THE CONCRETE IN THE HEADWALL OF OVERPASS OVER
 MB0165'INTERSTATE 90 AND 2.0 FEET EAST OF THE WEST CURB.
 MB0165'
 MB0165'REFERENCE MARK 1, IS A STANDARD DISK SET IN THE CURB OF THE BRIDGE
 MB0165'OVER INTERSTATE 90, STAMPED BUZZ NO 1 1961.  IT IS 85.9 FEET
 MB0165'SOUTH OF THE NORTHEAST END OF OVERPASS HEADWALL, 41.8 FEET NORTHEAST
 MB0165'OF A TRIANGULAR MARK IN THE WEST HEADWALL OF THE
 MB0165'OVERPASS OVER INTERSTATE 90, 15.4 FEET EAST OF THE APPROXIMATE CENTER
 MB0165'OF THE OVERPASS AND 1.0 FOOT WEST OF THE EAST CURB.
 MB0165'
 MB0165'REFERENCE MARK 2, IS A STANDARD DISK SET IN THE CURB OF THE OVERPASS
 MB0165'OVER INTERSTATE 90.  IT IS 77.1 FEET NORTH OF THE
 MB0165'SOUTHEAST END OF OVERPASS HEADWALL, 39.8 FEET SOUTHEAST OF A
 MB0165'TRIANGULAR MARK IN THE CONCRETE IN THE WEST HEADWALL OF THE
 MB0165'OVERPASS OVER INTERSTATE 90, 15.4 FEET EAST OF THE APPROXIMATE CENTER
 MB0165'OF THE OVERPASS AND 1.0 FOOT WEST OF THE EAST HEADWALL.
 MB0165'STAMPED BUZZ NO 2 1961.
 MB0165'
 MB0165'AZIMUTH MARK, IS A STANDARD BENCH MARK DISK SET IN THE TOP OF A BOX
 MB0165'CULVERT WHICH IS ABOUT 1.5 FEET LOWER THAN THE
 MB0165'HIGHWAY, STAMPED K 273 1961.  IT IS 36.0 FEET NORTH OF THE
 MB0165'APPROXIMATE CENTER OF THE WEST BOUND LANE OF
 MB0165'INTERSTATE 90, 5.5 FEET EAST OF THE WEST EDGE OF CULVERT AND 1.8 FEET
 MB0165'WEST OF THE EAST EDGE OF CULVERT.
 MB0165'
 MB0165'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ON
 MB0165'INTERSTATE 90 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 MB0165'LEFT, LEFT SIDE OF INTERSTATE 90.
 MB0165'
 MB0165'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MB0165
 MB0165                          STATION RECOVERY (1961)
 MB0165
 MB0165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 MB0165'2.2 MI SE FROM WEST SPRINGFIELD.
 MB0165'ABOUT 1.8 MILES EAST ALONG INTERSTATE HIGHWAY 90 FROM THE
 MB0165'JUNCTION OF U.S. HIGHWAY 6N AND INTERSTATE HIGHWAY 90 TO THE
 MB0165'OVERPASS, 111.8 FEET SOUTH OF THE NORTHWEST END OF THE WEST
 MB0165'BANISTER OF THE OVERPASS BRIDGE, 105.6 FEET NORTH OF THE
 MB0165'SOUTHWEST END OF THE BRIDGE.  SET IN THE BRIDGE FLOOR, 2.0
 MB0165'FEET EAST OF THE WEST BUMPER CURB AND ABOUT 8 INCHES ABOVE
 MB0165'THE LEVEL OF HIGHWAY.
 MB0165
 MB0165                          STATION RECOVERY (1967)
 MB0165
 MB0165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MB0165'STATION RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD CONDITION.
 MB0165'STATION VISITED BY A LIGHTKEEPER ONLY.
 MB0165
 MB0165                          STATION RECOVERY (1975)
 MB0165
 MB0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MB0165'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 MB0165'AS DESCRIBED IN THE PREVIOUS DESCRIPTION.  THIS STATION WAS CHECKED
 MB0165'FOR POSSIBLE DISTURBANCE FROM CONSTRUCTION ALONG INTERSTATE HIGHWAY
 MB0165'90.  THE CONSTRUCTION WILL NOT ENDANGER THE STATION IN ANY WAY.
 MB0165'
 MB0165'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTHWEST
 MB0165'OF EAST SPRINGFIELD.
 MB0165
 MB0165                          STATION RECOVERY (1975)
 MB0165
 MB0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 MB0165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0166 ***********************************************************************
 MB0166  DESIGNATION -  BUZZ RM 1
 MB0166  PID         -  MB0166
 MB0166  STATE/COUNTY-  PA/ERIE
 MB0166  USGS QUAD   -  EAST SPRINGFIELD (1990)
 MB0166
 MB0166                         *CURRENT SURVEY CONTROL
 MB0166  ___________________________________________________________________
 MB0166* NAD 83(1986)-  41 56 35.     (N)    080 25 41.     (W)     SCALED    
 MB0166* NAVD 88     -       246.131  (meters)     807.51   (feet)  ADJUSTED  
 MB0166  ___________________________________________________________________
 MB0166  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 MB0166  DYNAMIC HT  -         246.041 (meters)     807.22  (feet)  COMP
 MB0166  MODELED GRAV-     980,250.2   (mgal)                       NAVD 88
 MB0166
 MB0166  VERT ORDER  -  SECOND    CLASS 0
 MB0166
 MB0166.The horizontal coordinates were scaled from a topographic map and have
 MB0166.an estimated accuracy of +/- 6 seconds.
 MB0166
 MB0166.The orthometric height was determined by differential leveling
 MB0166.and adjusted by the National Geodetic Survey in June 1991..
 MB0166
 MB0166.The geoid height was determined by GEOID03.
 MB0166
 MB0166.The dynamic height is computed by dividing the NAVD 88
 MB0166.geopotential number by the normal gravity value computed on the
 MB0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0166.degrees latitude (g = 980.6199 gals.).
 MB0166
 MB0166.The modeled gravity was interpolated from observed gravity values.
 MB0166
 MB0166;                    North         East    Units  Estimated Accuracy
 MB0166;SPC PA N     -   200,710.      377,960.      MT  (+/- 180 meters Scaled)
 MB0166
 MB0166                          SUPERSEDED SURVEY CONTROL
 MB0166
 MB0166  NGVD 29 (??/??/92)  246.321  (m)          808.14   (f) ADJ UNCH    2 0
 MB0166
 MB0166.Superseded values are not recommended for survey control.
 MB0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0166.See file dsdata.txt to determine how the superseded data were derived.
 MB0166
 MB0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG474436(NAD 83)
 MB0166_MARKER: DR = REFERENCE MARK DISK
 MB0166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0166_SP_SET: BRIDGE CURB
 MB0166_STAMPING: BUZZ NO 1
 MB0166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0166
 MB0166  HISTORY     - Date     Condition        Report By
 MB0166  HISTORY     - 1961     MONUMENTED       CGS
 MB0166  HISTORY     - 1961     GOOD             NGS
 MB0166  HISTORY     - 1975     GOOD             NGS
 MB0166
 MB0166                          STATION DESCRIPTION
 MB0166
 MB0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MB0166'2.2 MI SE FROM WEST SPRINGFIELD.
 MB0166'ABOUT 1.8 MILES EAST ALONG INTERSTATE HIGHWAY 90 FROM THE
 MB0166'JUNCTION OF U.S. HIGHWAY 6N AND INTERSTATE HIGHWAY 90 TO AN
 MB0166'OVERHEAD BRIDGE AND MARK.  IT IS DRILLED IN THE CURB OF THE
 MB0166'BRIDGE, 85.9 FEET SOUTH OF THE NORTHEAST END OF THE OVERPASS
 MB0166'BANISTER, 1.0 FEET WEST OF THE EAST BANISTER, 39.63 FEET NORTHEAST
 MB0166'OF THE STATION MARK, AND IS 8 INCHES ABOVE LEVEL OF THE
 MB0166'HIGHWAY.
 MB0166
 MB0166                          STATION RECOVERY (1975)
 MB0166
 MB0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 MB0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0164 ***********************************************************************
 MB0164  DESIGNATION -  BUZZ RM 2
 MB0164  PID         -  MB0164
 MB0164  STATE/COUNTY-  PA/ERIE
 MB0164  USGS QUAD   -  EAST SPRINGFIELD (1990)
 MB0164
 MB0164                         *CURRENT SURVEY CONTROL
 MB0164  ___________________________________________________________________
 MB0164* NAD 83(1986)-  41 56 35.     (N)    080 25 41.     (W)     SCALED    
 MB0164* NAVD 88     -       245.835  (meters)     806.54   (feet)  ADJUSTED  
 MB0164  ___________________________________________________________________
 MB0164  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 MB0164  DYNAMIC HT  -         245.745 (meters)     806.25  (feet)  COMP
 MB0164  MODELED GRAV-     980,250.2   (mgal)                       NAVD 88
 MB0164
 MB0164  VERT ORDER  -  SECOND    CLASS 0
 MB0164
 MB0164.The horizontal coordinates were scaled from a topographic map and have
 MB0164.an estimated accuracy of +/- 6 seconds.
 MB0164
 MB0164.The orthometric height was determined by differential leveling
 MB0164.and adjusted by the National Geodetic Survey in June 1991..
 MB0164
 MB0164.The geoid height was determined by GEOID03.
 MB0164
 MB0164.The dynamic height is computed by dividing the NAVD 88
 MB0164.geopotential number by the normal gravity value computed on the
 MB0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0164.degrees latitude (g = 980.6199 gals.).
 MB0164
 MB0164.The modeled gravity was interpolated from observed gravity values.
 MB0164
 MB0164;                    North         East    Units  Estimated Accuracy
 MB0164;SPC PA N     -   200,710.      377,960.      MT  (+/- 180 meters Scaled)
 MB0164
 MB0164                          SUPERSEDED SURVEY CONTROL
 MB0164
 MB0164  NGVD 29 (??/??/92)  246.026  (m)          807.17   (f) ADJ UNCH    2 0
 MB0164
 MB0164.Superseded values are not recommended for survey control.
 MB0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0164.See file dsdata.txt to determine how the superseded data were derived.
 MB0164
 MB0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG474436(NAD 83)
 MB0164_MARKER: DR = REFERENCE MARK DISK
 MB0164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0164_SP_SET: BRIDGE CURB
 MB0164_STAMPING: BUZZ NO 2
 MB0164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0164
 MB0164  HISTORY     - Date     Condition        Report By
 MB0164  HISTORY     - 1961     MONUMENTED       CGS
 MB0164  HISTORY     - 1961     GOOD             NGS
 MB0164  HISTORY     - 1975     GOOD             NGS
 MB0164
 MB0164                          STATION DESCRIPTION
 MB0164
 MB0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MB0164'2.2 MI SE FROM WEST SPRINGFIELD.
 MB0164'ABOUT 1.8 MILES EAST ALONG INTERSTATE HIGHWAY 90 FROM THE
 MB0164'JUNCTION OF U.S. HIGHWAY 6N AND INTERSTATE HIGHWAY 90 TO AN
 MB0164'OVERHEAD BRIDGE AND MARK.  IT IS DRILLED IN THE CURB OF THE
 MB0164'BRIDGE, 77.1 FEET NORTH OF THE SOUTHEAST END OF THE OVERPASS
 MB0164'BANISTER, 15.4 FEET EAST OF THE OVERPASS, 37.39 FEET SOUTHEAST
 MB0164'OF THE STATION MARK.  IT IS 8 INCHES ABOVE THE LEVEL OF THE
 MB0164'HIGHWAY.
 MB0164
 MB0164                          STATION RECOVERY (1975)
 MB0164
 MB0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 MB0164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2279 ***********************************************************************
 MA2279  DESIGNATION -  BUZZARD
 MA2279  PID         -  MA2279
 MA2279  STATE/COUNTY-  PA/JEFFERSON
 MA2279  USGS QUAD   -  FALLS CREEK (1994)
 MA2279
 MA2279                         *CURRENT SURVEY CONTROL
 MA2279  ___________________________________________________________________
 MA2279* NAD 83(1992)-  41 10 00.52170(N)    078 48 49.41574(W)     ADJUSTED  
 MA2279* NAVD 88     -       546.0    (meters)    1791.     (feet)  VERTCON   
 MA2279  ___________________________________________________________________
 MA2279  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 MA2279  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 MA2279
 MA2279  HORZ ORDER  -  SECOND
 MA2279
 MA2279.The horizontal coordinates were established by classical geodetic methods
 MA2279.and adjusted by the National Geodetic Survey in June 2002..
 MA2279
 MA2279.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2279
 MA2279.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2279
 MA2279.The geoid height was determined by GEOID03.
 MA2279
 MA2279;                    North         East     Units Scale Factor Converg.
 MA2279;SPC PA N     -   111,617.803   510,734.432   MT  0.99996636   -0 42 13.3
 MA2279;SPC PA N     -   366,199.41  1,675,634.55   sFT  0.99996636   -0 42 13.3
 MA2279;UTM  17      - 4,559,579.000   683,410.618   MT  1.00001403   +1 26 22.3
 MA2279
 MA2279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2279!SPC PA N     -   0.99991943  x   0.99996636  =   0.99988579
 MA2279!UTM  17      -   0.99991943  x   1.00001403  =   0.99993345
 MA2279
 MA2279|---------------------------------------------------------------------|
 MA2279| PID    Reference Object                     Distance      Geod. Az  |
 MA2279|                                                           dddmmss.s |
 MA2279| CK6741 BUZZARD RM 1                          7.486 METERS 09338     |
 MA2279| CK6740 BUZZARD AZ MK                                      1123234.4 |
 MA2279| MA2264 LUTHERSBURG RAD WCED FM MAST        APPROX.16.4 KM 1451820.3 |
 MA2279| CK6742 BUZZARD RM 2                          6.802 METERS 27416     |
 MA2279|---------------------------------------------------------------------|
 MA2279
 MA2279                          SUPERSEDED SURVEY CONTROL
 MA2279
 MA2279  NAD 83(1986)-  41 10 00.52259(N)    078 48 49.41849(W) AD(       ) 2
 MA2279  NAD 27      -  41 10 00.29749(N)    078 48 50.30957(W) AD(       ) 2
 MA2279  NGVD 29 (07/19/86)  546.1    (m)         1792.     (f) VERT ANG       
 MA2279
 MA2279.Superseded values are not recommended for survey control.
 MA2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2279.See file dsdata.txt to determine how the superseded data were derived.
 MA2279
 MA2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF8341159579(NAD 83)
 MA2279_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2279
 MA2279  HISTORY     - Date     Condition        Report By
 MA2279  HISTORY     - 1968     MONUMENTED       CGS
 MA2279  HISTORY     - 1974     SEE DESCRIPTION  NGS
 MA2279
 MA2279                          STATION DESCRIPTION
 MA2279
 MA2279'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA2279'THE STATION IS LOCATED ABOUT 6-3/4 MILES NORTHEAST OF REYNOLDSVILLE,
 MA2279'5-3/4 MILES SOUTH OF BROCKWAY, 4-1/4 MILES NORTHWEST OF
 MA2279'DUBOIS AND ON THE PROPERTY OF MR. DEE BUZZARD.
 MA2279'
 MA2279'TO REACH THE STATION FROM THE POST OFFICE IN FALLS CREEK GO WEST ON
 MA2279'STATE HIGHWAY 830 FOR 1.6 MILES TO A CROSSROAD IN A CURVE, TURN
 MA2279'RIGHT AND GO NORTH ON A MACADAM ROAD FOR 1.05 MILES TO A POWER
 MA2279'COMPANY SUB-STATION ON THE LEFT AND A GRAVELED ROAD ON THE
 MA2279'RIGHT, (TO REACH THE AZIMUTH MARK FROM THIS POINT TURN RIGHT AND GO
 MA2279'EAST ON THE GRAVELED ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT.)
 MA2279'TURN LEFT AND PASS TO THE NORTH SIDE OF THE SUB-STATION THEN WEST UP
 MA2279'HILL FOR 0.25 MILE TO THE STATION JUST WEST OF THE HIGHEST POINT.
 MA2279'
 MA2279'THE STATION MARK IS 24 FEET EAST OF A 14 INCH TREE AND 3.5 FEET
 MA2279'SOUTHWEST OF A METAL WITNESS POST.  IT IS A STANDARD DISK SET IN
 MA2279'THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS
 MA2279'STAMPED BUZZARD 1968.
 MA2279'
 MA2279'REFERENCE MARK NO. 1 IS 47 FEET EAST OF THE 14 INCH TREE AND 22.1
 MA2279'FEET EAST OF THE METAL WITNESS POST.  IT IS A STANDARD DISK SET IN
 MA2279'THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS
 MA2279'STAMPED BUZZARD NO 1 1968.
 MA2279'
 MA2279'REFERENCE MARK NO. 2 IS 25 FEET WEST OF THE METAL WITNESS POST AND 5
 MA2279'FEET SOUTH OF THE 14 INCH TREE.  IT IS A STANDARD DISK CEMENTED IN
 MA2279'A DRILL HOLE IN THE TOP OF A 10 BY 10 INCH CONCRETE POST PROJECTED 1
 MA2279'INCH AND IS STAMPED BUZZARD NO 2 1968.
 MA2279'
 MA2279'THE AZIMUTH MARK IS 24 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 MA2279'THE GRAVELED ROAD, 2 FEET NORTH OF POWER LINE POLE NO. 15M4 AND
 MA2279'1.8 FEET WEST-NORTHWEST OF A METAL WITNESS POST.  IT IS A STANDARD
 MA2279'DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES
 MA2279'AND IS STAMPED BUZZARD 1968.
 MA2279'
 MA2279'NOTE- ALL MARKS ARE PAINTED YELLOW.
 MA2279'
 MA2279'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 MA2279
 MA2279                          STATION RECOVERY (1974)
 MA2279
 MA2279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MA2279'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 MA2279'AS DESCRIBED IN THE 1968 DESCRIPTION.  THIS STATION WAS RECOVERED IN
 MA2279'AN ATTEMPT TO ESTABLISH A AZIMUTH FROM TRAVERSE STATION FRANO 1968,
 MA2279'HOWEVER THE TREES HAVE GROWN ON THE LINE AND THE STATION IS NO LONGER
 MA2279'VISIBLE FROM THE GROUND.
 MA2279'
 MA2279'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4-1/4 MILES NW OF
 MA2279'DUBOIS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2137 ***********************************************************************
 AJ2137  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2137  DESIGNATION -  BV 110
 AJ2137  PID         -  AJ2137
 AJ2137  STATE/COUNTY-  PA/BEAVER
 AJ2137  USGS QUAD   -  BEAVER FALLS (1990)
 AJ2137
 AJ2137                         *CURRENT SURVEY CONTROL
 AJ2137  ___________________________________________________________________
 AJ2137* NAD 83(1992)-  40 49 08.99680(N)    080 22 14.64483(W)     ADJUSTED  
 AJ2137* NAVD 88     -       337.0    (meters)    1106.     (feet)  GPS OBS   
 AJ2137  ___________________________________________________________________
 AJ2137  X           -     808,589.716 (meters)                     COMP
 AJ2137  Y           -  -4,765,864.071 (meters)                     COMP
 AJ2137  Z           -   4,147,444.253 (meters)                     COMP
 AJ2137  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AJ2137  ELLIP HEIGHT-         302.78  (meters)          (03/28/01) GPS OBS
 AJ2137  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 AJ2137
 AJ2137  HORZ ORDER  -  A
 AJ2137  ELLP ORDER  -  THIRD     CLASS II
 AJ2137
 AJ2137.The horizontal coordinates were established by GPS observations
 AJ2137.and adjusted by the National Geodetic Survey in March 2001..
 AJ2137
 AJ2137.The orthometric height was determined by GPS observations and a
 AJ2137.high-resolution geoid model.
 AJ2137
 AJ2137.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2137
 AJ2137.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2137
 AJ2137.The ellipsoidal height was determined by GPS observations
 AJ2137.and is referenced to NAD 83.
 AJ2137
 AJ2137.The geoid height was determined by GEOID03.
 AJ2137
 AJ2137;                    North         East     Units Scale Factor Converg.
 AJ2137;SPC PA S     -   168,262.803   378,939.309   MT  0.99998014   -1 42 01.1
 AJ2137;SPC PA S     -   552,042.21  1,243,236.72   sFT  0.99998014   -1 42 01.1
 AJ2137;UTM  17      - 4,518,873.554   553,066.712   MT  0.99963466   +0 24 40.8
 AJ2137
 AJ2137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2137!SPC PA S     -   0.99995251  x   0.99998014  =   0.99993265
 AJ2137!UTM  17      -   0.99995251  x   0.99963466  =   0.99958718
 AJ2137
 AJ2137                          SUPERSEDED SURVEY CONTROL
 AJ2137
 AJ2137.No superseded survey control is available for this station.
 AJ2137
 AJ2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF5306718874(NAD 83)
 AJ2137_MARKER: DD = SURVEY DISK
 AJ2137_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ2137_SP_SET: CONCRETE ABUTMENT
 AJ2137_STAMPING: BV 110
 AJ2137_MARK LOGO: PATUCO
 AJ2137_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2137+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2000
 AJ2137
 AJ2137  HISTORY     - Date     Condition        Report By
 AJ2137  HISTORY     - 1998     MONUMENTED       PATUCO
 AJ2137  HISTORY     - 20000505 GOOD             PATUCO
 AJ2137
 AJ2137                          STATION DESCRIPTION
 AJ2137
 AJ2137'DESCRIBED BY PENNSYLVANIA TURNPIKE COMMISSION 2000 (CJB)
 AJ2137'THE STATION IS LOACTED IN BIG BEAVER, PENNSYLVANIA, ALONG THE PA
 AJ2137'TURNPIKE TOLL ROUTE 60 (STATE ROUTE 60), 12 MI (19.3 KM) SOUTH OF
 AJ2137'NEW CASTLE, 8 MI (12.9 KM) EAST OF THE OHIO - PENNSYLVANIA STATE LINE,
 AJ2137'AND 24.5 MI (39.4 KM) NORTH OF THE PITTSBURGH INTERNATIONAL AIRPORT.
 AJ2137' 
 AJ2137'OWNERSHIP IS THE PENNSYLVANIA TURNPIKE COMMISSION, P.O. BOX 67676,
 AJ2137'HARRISBURG, PA 17106, (717) 939-9551, SURVEYS AND RIGHT-OF-WAY.
 AJ2137' 
 AJ2137'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 51 AND
 AJ2137'PA TURNPIKE TOLL ROUTE 60 (STATE ROUTE 60) (WEST OF BEAVER FALLS),
 AJ2137'PROCEED NORTH  PA TURNPIKE TOLL ROUTE 60 FOR 3.6 MI (5.8 KM) TO
 AJ2137'MILEPOST B-32.5 AND PROCEED INTO THE GRASS MEDIAN ON THE LEFT.
 AJ2137'THIS WILL BE NEAR THE NORTHERN END OF THE BRIDGE NO. BV 110 (WHICH
 AJ2137'CARRIES PA TURNPIKE TOLL ROUTE 60 OVER STATE ROUTE 4001,
 AJ2137'SHENNANGO ROAD).
 AJ2137' 
 AJ2137'THE STATION IS 1.0 FT (0.3 M) HIGHER THAN THE ROADWAY, NEAR THE
 AJ2137'NORTHWEST CORNER OF THE NORTHBOUND SPAN, 9.0 FT (2.74 M) SOUTH OF
 AJ2137'THE NORTHERN END OF THE WESTERN PARAPET WALL AND 7.0 FT (2.12 M)
 AJ2137'WEST OF THE WESTERN PARAPET WALL.  THE STATION IS A BRASS DISK
 AJ2137'DRILLED AND SET INTO THE TOP OF A CONCRETE ABUTMENT WALL TO BE
 AJ2137'USED FOR FUTURE WIDENING.
 AJ2137' 
 AJ2137' 
 AJ2137' 
 AJ2137' 
 AJ2137'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2138 ***********************************************************************
 AJ2138  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2138  DESIGNATION -  BV 125
 AJ2138  PID         -  AJ2138
 AJ2138  STATE/COUNTY-  PA/LAWRENCE
 AJ2138  USGS QUAD   -  BESSEMER (1990)
 AJ2138
 AJ2138                         *CURRENT SURVEY CONTROL
 AJ2138  ___________________________________________________________________
 AJ2138* NAD 83(1992)-  40 55 06.27202(N)    080 23 06.37261(W)     ADJUSTED  
 AJ2138* NAVD 88     -       270.3    (meters)     887.     (feet)  GPS OBS   
 AJ2138  ___________________________________________________________________
 AJ2138  X           -     806,181.525 (meters)                     COMP
 AJ2138  Y           -  -4,758,906.535 (meters)                     COMP
 AJ2138  Z           -   4,155,735.196 (meters)                     COMP
 AJ2138  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AJ2138  ELLIP HEIGHT-         236.05  (meters)          (03/28/01) GPS OBS
 AJ2138  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 AJ2138
 AJ2138  HORZ ORDER  -  A
 AJ2138  ELLP ORDER  -  THIRD     CLASS II
 AJ2138
 AJ2138.The horizontal coordinates were established by GPS observations
 AJ2138.and adjusted by the National Geodetic Survey in March 2001..
 AJ2138
 AJ2138.The orthometric height was determined by GPS observations and a
 AJ2138.high-resolution geoid model.
 AJ2138
 AJ2138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2138
 AJ2138.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2138
 AJ2138.The ellipsoidal height was determined by GPS observations
 AJ2138.and is referenced to NAD 83.
 AJ2138
 AJ2138.The geoid height was determined by GEOID03.
 AJ2138
 AJ2138;                    North         East     Units Scale Factor Converg.
 AJ2138;SPC PA S     -   179,314.896   378,056.450   MT  0.99999277   -1 42 34.7
 AJ2138;SPC PA S     -   588,302.29  1,240,340.20   sFT  0.99999277   -1 42 34.7
 AJ2138;UTM  17      - 4,529,881.722   551,777.599   MT  0.99963300   +0 24 09.9
 AJ2138
 AJ2138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2138!SPC PA S     -   0.99996297  x   0.99999277  =   0.99995574
 AJ2138!UTM  17      -   0.99996297  x   0.99963300  =   0.99959599
 AJ2138
 AJ2138                          SUPERSEDED SURVEY CONTROL
 AJ2138
 AJ2138.No superseded survey control is available for this station.
 AJ2138
 AJ2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF5177829882(NAD 83)
 AJ2138_MARKER: DD = SURVEY DISK
 AJ2138_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ2138_SP_SET: ATOP OF A SOUTHEAST WINGWALL
 AJ2138_STAMPING: BV 125
 AJ2138_MARK LOGO: PATUCO
 AJ2138_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2138+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2000
 AJ2138
 AJ2138  HISTORY     - Date     Condition        Report By
 AJ2138  HISTORY     - 1998     MONUMENTED       PATUCO
 AJ2138  HISTORY     - 20000505 GOOD             PATUCO
 AJ2138
 AJ2138                          STATION DESCRIPTION
 AJ2138
 AJ2138'DESCRIBED BY PENNSYLVANIA TURNPIKE COMMISSION 2000 (LG)
 AJ2138'THE STATION IS LOACTED IN LAWRENCE COUNTY, PENNSYLVANIA, AT THE
 AJ2138'INTERSECTION OF PA TURNPIKE TOLL ROUTE 60 (STATE ROUTE 60) AND
 AJ2138'STATE ROUTE 168, 19 MI (30.6 KM) SOUTHEAST OF YOUNGTOWN, OHIO, 16 MI
 AJ2138'(25.7 KM) WEST OF LAKE ARTHUR, 6 MI (9.7 KM) SOUTH-SOUTHWEST OF NEW
 AJ2138'CASTLE.
 AJ2138' 
 AJ2138'OWNERSHIP IS THE PENNSYLVANIA TURNPIKE COMMISSION, P.O. BOX 67676,
 AJ2138'HARRISBURG, PA 17106, (717) 939-9551, SURVEYS AND RIGHT-OF-WAY.
 AJ2138' 
 AJ2138'TO REACH THE STATION FROM THE PA TURNPIKE TOLL ROUTE 60 (STATE
 AJ2138'ROUTE 60) TOLL BOOTH PLAZA AT THE NEW CASTLE INTERCHANGE,
 AJ2138'PROCEED STRAIGHT AHEAD, CROSSING OVER PA TURNPIKE TOLL ROUTE 60,
 AJ2138'FOR 0.35 MI (0.6 KM) TO AN INTERSECTION.  TURN LEFT AND PROCEED ONTO
 AJ2138'PA TURNPIKE TOLL ROUTE 60 NORTHBOUND.  TRAVEL NORTHBOUND FOR
 AJ2138'5.75 MI (9.2 KM) TO TWIN CONCRETE AND STEEL BRIDGES OVER STATE
 AJ2138'ROUTE 168 AND PROCEED WITH CAUTION OVER TO THE LEFT INTO THE
 AJ2138'MEDIAL STRIP.
 AJ2138' 
 AJ2138'THE STATION IS A STANDARD PA TURNPIKE COMMISSION BRONZE DISK SET
 AJ2138'ATOP THE SOUTHEAST WINGWALL OF THE PA TURNPIKE TOLL ROUTE 60
 AJ2138'SOUTHBOUND BRIDGE (BV-125 SB) OVER STATE ROUTE 168 AT MILEPOST
 AJ2138'B-039.55.  STATION IS LOCATED 14.4 FT (4.4 M) EAST OF THE EAST EDGE OF
 AJ2138'THE SOUTHBOUND PASSING LANE, 45.3 FT (13.3 M) WEST OF THE WESTERN
 AJ2138'EDGE OF THE NORTHBOUND PASSING LANE, AND 72.5 FT (22.1 M) SOUTH OF
 AJ2138'THE CENTERLINE OF STATE ROUTE 168.  STATION IS 0.6 FT (0.18 M) BELOW
 AJ2138'THE EASTERN EDGE OF THE SOUTHBOUND PASSING LANE.
 AJ2138' 
 AJ2138' 
 AJ2138' 
 AJ2138' 
 AJ2138' 
 AJ2138' 
 AJ2138' 
 AJ2138' 
 AJ2138'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3601 ***********************************************************************
 KY3601  SACS        -  This is a Secondary Airport Control Station.
 KY3601  DESIGNATION -  BVI B
 KY3601  PID         -  KY3601
 KY3601  STATE/COUNTY-  PA/BEAVER
 KY3601  USGS QUAD   -  NEW GALILEE (1979)
 KY3601
 KY3601                         *CURRENT SURVEY CONTROL
 KY3601  ___________________________________________________________________
 KY3601* NAD 83(1992)-  40 46 19.42410(N)    080 23 29.15974(W)     ADJUSTED  
 KY3601* NAVD 88     -       373.39   (+/-2cm)    1225.0    (feet)  VERTCON   
 KY3601  ___________________________________________________________________
 KY3601  X           -     807,443.035 (meters)                     COMP
 KY3601  Y           -  -4,769,552.857 (meters)                     COMP
 KY3601  Z           -   4,143,507.811 (meters)                     COMP
 KY3601  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 KY3601  ELLIP HEIGHT-         339.12  (meters)          (08/09/01) GPS OBS
 KY3601  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 KY3601
 KY3601  HORZ ORDER  -  FIRST
 KY3601  VERT ORDER  -  THIRD ? (See Below)
 KY3601  ELLP ORDER  -  FOURTH    CLASS II
 KY3601
 KY3601.This mark is at Beaver County Airport (BVI)
 KY3601
 KY3601.The horizontal coordinates were established by GPS observations
 KY3601.and adjusted by the National Geodetic Survey in September 1994..
 KY3601
 KY3601.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3601
 KY3601.GPS derived orthometric heights for airport stations designated as
 KY3601.PACS or SACS are published to 2 decimal places.  This maintains
 KY3601.centimeter relative accuracy between the PACS and SACS.  It does
 KY3601.not indicate centimeter accuracy relative to other marks which are
 KY3601.part of the NAVD 88 network.
 KY3601.The vertical order pertains to the NGVD 29 superseded value.
 KY3601
 KY3601.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3601
 KY3601.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3601
 KY3601.The ellipsoidal height was determined by GPS observations
 KY3601.and is referenced to NAD 83.
 KY3601
 KY3601.The geoid height was determined by GEOID03.
 KY3601
 KY3601;                    North         East     Units Scale Factor Converg.
 KY3601;SPC PA S     -   163,086.432   377,037.458   MT  0.99997520   -1 42 49.5
 KY3601;SPC PA S     -   535,059.40  1,236,997.06   sFT  0.99997520   -1 42 49.5
 KY3601;UTM  17      - 4,513,632.432   551,357.453   MT  0.99963246   +0 23 50.8
 KY3601
 KY3601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3601!SPC PA S     -   0.99994681  x   0.99997520  =   0.99992201
 KY3601!UTM  17      -   0.99994681  x   0.99963246  =   0.99957929
 KY3601
 KY3601                          SUPERSEDED SURVEY CONTROL
 KY3601
 KY3601  ELLIP H (09/15/94)  339.10   (m)                       GP(       ) 4 1
 KY3601  NGVD 29 (09/15/94)  373.51   (m)         1225.4    (f) LEVELING    3  
 KY3601
 KY3601.Superseded values are not recommended for survey control.
 KY3601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3601.See file dsdata.txt to determine how the superseded data were derived.
 KY3601
 KY3601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF5135713632(NAD 83)
 KY3601_MARKER: DS = TRIANGULATION STATION DISK
 KY3601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3601_SP_SET: CONCRETE POST
 KY3601_STAMPING: BVI B 1979
 KY3601_MARK LOGO: NOS   
 KY3601_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3601+STABILITY: SURFACE MOTION
 KY3601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3601+SATELLITE: SATELLITE OBSERVATIONS - 1979
 KY3601
 KY3601  HISTORY     - Date     Condition        Report By
 KY3601  HISTORY     - 1979     MONUMENTED       NOS
 KY3601  HISTORY     - 19870615 GOOD             NGS
 KY3601
 KY3601                          STATION DESCRIPTION
 KY3601
 KY3601'DESCRIBED BY NATIONAL OCEAN SERVICE 1979
 KY3601'STATION IS LOCATED ON THE BEAVER COUNTY AIRPORT WHICH IS NORTHWEST OF
 KY3601'THE CITY OF BEAVER FALLS WEST OF THE JUNCTION OF STATE HIGHWAYS 60
 KY3601'AND 51.  FROM STATE HIGHWAY 51 PROCEED NORTHWEST TO STATE HIGHWAY 251
 KY3601'AND DRIVE TO AIRPORT ENTRANCE ROAD 1.0 MI.  TURN LEFT AND GO TO END
 KY3601'OF ROAD AND AIRPORT TERMINAL BUILDING AND MANAGER OFFICE.
 KY3601'AIRPORT MANAGER SHOULD BE CONTACTED PRIOR TO ENTERING THE FIELD.
 KY3601'OFFICE PHONE NUMBER IS 412-847-4662.
 KY3601'FROM THE TERMINAL BUILDING DRIVE TO SOUTHWEST CORNER OF RAMP AND
 KY3601'TAXIWAY CONNECTING TO RUNWAY.  TAKE TAXIWAY ACROSS RUNWAY TO STATION
 KY3601'IN GRASS ON SOUTH SIDE OF RUNWAY JUST NORTHEAST OF A CONCRETE
 KY3601'HEADWALL.
 KY3601'IT IS 128.9 FT (39.3 M) SOUTHEAST OF THE FIRST RUNWAY LIGHT WEST OF
 KY3601'TAXIWAY JUNCTION WITH THE RUNWAY, 117.0 FT (35.7 M) SOUTHWEST OF
 KY3601'FIRST RUNWAY LIGHT EAST OF THE TAXIWAY, 98.6 FT (30.1 M) SOUTH OF
 KY3601'SOUTH EDGE OF THE RUNWAY AND 86.2 FT (26.3 M) EAST OF THE NORTHEAST
 KY3601'CORNER OF A L-SHAPED CONCRETE HEADWALL.
 KY3601
 KY3601                          STATION RECOVERY (1987)
 KY3601
 KY3601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 KY3601'THE STATION IS LOCATED AT ABOUT THE MIDPOINT AND SOUTH OF RUNWAY
 KY3601'10-28, 128.9 FT (39.3 M) SOUTHEAST OF THE FIRST RUNWAY LIGHT WEST OF
 KY3601'TAXIWAY (C), 117.0 FT (35.7 M) SOUTHWEST OF THE FIRST RUNWAY LIGHT
 KY3601'EAST OF TAXIWAY (C), 98.6 FT (30.1 M) SOUTH OF THE SOUTH EDGE OF
 KY3601'RUNWAY AND 86.2 FT (26.3 M) EAST NORTHEAST OF THE NORTHEAST CORNER OF
 KY3601'(L) SHAPED CONCRETE HEADWALL.  THE STATION IS A STANDARD NOS DISK
 KY3601'STAMPED---BVI B 1979---, SET IN THE TOP OF A CONCRETE MONUMENT FLUSH
 KY3601'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3602 ***********************************************************************
 KY3602  PACS        -  This is a Primary Airport Control Station.
 KY3602  DESIGNATION -  BVI C
 KY3602  PID         -  KY3602
 KY3602  STATE/COUNTY-  PA/BEAVER
 KY3602  USGS QUAD   -  NEW GALILEE (1979)
 KY3602
 KY3602                         *CURRENT SURVEY CONTROL
 KY3602  ___________________________________________________________________
 KY3602* NAD 83(1992)-  40 46 22.68629(N)    080 22 55.86716(W)     ADJUSTED  
 KY3602* NAVD 88     -       383.82   (meters)    1259.2    (feet)  GPS OBS   
 KY3602  ___________________________________________________________________
 KY3602  X           -     808,203.205 (meters)                     COMP
 KY3602  Y           -  -4,769,365.475 (meters)                     COMP
 KY3602  Z           -   4,143,590.847 (meters)                     COMP
 KY3602  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 KY3602  ELLIP HEIGHT-         349.57  (meters)          (09/01/01) GPS OBS
 KY3602  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 KY3602
 KY3602  HORZ ORDER  -  B
 KY3602  ELLP ORDER  -  FOURTH    CLASS I
 KY3602
 KY3602.This mark is at Beaver County Airport (BVI)
 KY3602
 KY3602.The horizontal coordinates were established by GPS observations
 KY3602.and adjusted by the National Geodetic Survey in September 1994..
 KY3602
 KY3602.The orthometric height was determined by GPS observations and a
 KY3602.high-resolution geoid model.
 KY3602
 KY3602.GPS derived orthometric heights for airport stations designated as
 KY3602.PACS or SACS are published to 2 decimal places.  This maintains
 KY3602.centimeter relative accuracy between the PACS and SACS.  It does
 KY3602.not indicate centimeter accuracy relative to other marks which are
 KY3602.part of the NAVD 88 network.
 KY3602
 KY3602.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3602
 KY3602.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3602
 KY3602.The ellipsoidal height was determined by GPS observations
 KY3602.and is referenced to NAD 83.
 KY3602
 KY3602.The geoid height was determined by GEOID03.
 KY3602
 KY3602;                    North         East     Units Scale Factor Converg.
 KY3602;SPC PA S     -   163,163.706   377,820.841   MT  0.99997528   -1 42 27.9
 KY3602;SPC PA S     -   535,312.93  1,239,567.21   sFT  0.99997528   -1 42 27.9
 KY3602;UTM  17      - 4,513,738.477   552,137.190   MT  0.99963346   +0 24 12.5
 KY3602
 KY3602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3602!SPC PA S     -   0.99994517  x   0.99997528  =   0.99992045
 KY3602!UTM  17      -   0.99994517  x   0.99963346  =   0.99957865
 KY3602
 KY3602                          SUPERSEDED SURVEY CONTROL
 KY3602
 KY3602  ELLIP H (09/15/94)  349.55   (m)                       GP(       ) 4 1
 KY3602  NGVD 29 (09/15/94)  383.92   (m)         1259.6    (f) LEVELING    3  
 KY3602
 KY3602.Superseded values are not recommended for survey control.
 KY3602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3602.See file dsdata.txt to determine how the superseded data were derived.
 KY3602
 KY3602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF5213713738(NAD 83)
 KY3602_MARKER: DS = TRIANGULATION STATION DISK
 KY3602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3602_SP_SET: SET IN A CONCRETE MONUMENT
 KY3602_STAMPING: BVI C 1979
 KY3602_MARK LOGO: NOS   
 KY3602_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY3602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY3602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3602+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1999
 KY3602
 KY3602  HISTORY     - Date     Condition        Report By
 KY3602  HISTORY     - 1979     MONUMENTED       NGS
 KY3602  HISTORY     - 19870615 GOOD             NGS
 KY3602  HISTORY     - 19990121 GOOD             PADT
 KY3602  HISTORY     - 19990401 GOOD             NEILAN
 KY3602  HISTORY     - 19990901 GOOD             NEILAN
 KY3602
 KY3602                          STATION DESCRIPTION
 KY3602
 KY3602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KY3602'STATION IS LOCATED ON THE BEAVER COUNTY AIRPORT WHICH IS NORTHWEST OF
 KY3602'THE CITY OF BEAVER FALLS WEST OF THE JUNCTION OF STATE HIGHWAYS 60
 KY3602'AND 51.  FROM STATE HIGHWAY 51 PROCEED NORTHWEST TO STATE HIGHWAY 251
 KY3602'AND DRIVE TO AIRPORT ENTRANCE ROAD 1.0 MI.  TURN LEFT AND GO TO END
 KY3602'OF ROAD AND AIRPORT TERMINAL BUILDING AND MANAGER OFFICE.
 KY3602'AIRPORT MANAGER SHOULD BE CONTACTED PRIOR TO ENTERING THE FIELD.
 KY3602'OFFICE PHONE NUMBER IIS 412-847-4662.
 KY3602'FROM THE TERMINAL BUILDING DRIVE TO SOUTH TO A TAXIWAY RUNNING
 KY3602'PARALLEL TO THE RUNWAY.  DRIVE EAST ON PARALLEL TAXIWAY TO THE RUNUP
 KY3602'PAD NORTH OF THE EAST END OF THE RUNWAY. DRIVE EAST ALONG THE
 KY3602'FENCELINE EAST OF THE END OF THE TAXIWAY TO THE STATION ON RIGHT JUST
 KY3602'SOUTH OF A WITNESS SIGN.
 KY3602'IT IS 375.9 FT (114.6 M) NORTHEAST OF A STROBE LIGHT JUST NORTH OF
 KY3602'END OF THE RUNWAY, 303.5 FT (92.5 M) NORTH OF THE NORTH EDGE OF THE
 KY3602'RUNWAY EXTENDED AND 4 FT (1.2 M) SOUTH OF A METAL WITNESS POST WITH
 KY3602'SIGN.
 KY3602
 KY3602                          STATION RECOVERY (1987)
 KY3602
 KY3602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 KY3602'THE STATION IS LOCATED ON THE EAST END OF THE AIRPORT NORTH OF THE
 KY3602'RUNWAY EXTENDED AND ON RANGE WITH THE NORTH EDGE OF THE RUN-UP PAD,
 KY3602'375.9 FT (114.6 M) NORTHEAST OF NORTHERLY REIL LIGHT AT RUNWAY END 28,
 KY3602'325.8 FT (99.3 M) EAST OF THE 5TH TAXIWAY LIGHT NORTH OF RUNWAY END 28
 KY3602'ON EAST EDGE OF TAXIWAY (T/W LT IS ON OUTSIDE RADIUS ALMOST ON RANGE
 KY3602'WITH NORTH EDGE OF RUN-UP PAD), 303.5 FT (92.5 M) NORTH OF THE NORTH
 KY3602'EDGE OF RUNWAY EXTENDED AND 4 FT (1.2 M) SOUTH OF STEEL WITNESS POST
 KY3602'WITH SIGN.  THE STATION IS A STANDARD NOS DISK STAMPED---BVI C
 KY3602'1979---, SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 KY3602
 KY3602                          STATION RECOVERY (1999)
 KY3602
 KY3602'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (CIH)
 KY3602'PHONE NUMBER TO AIRPORT MANAGER HAS CHANGED.  NEW NUMBER IS
 KY3602'724-847-4662.
 KY3602
 KY3602                          STATION RECOVERY (1999)
 KY3602
 KY3602'RECOVERY NOTE BY THE NEILAN ENGINEERS INCORPORATED 1999 (TEK)
 KY3602'RECOVERED AS DESCRIBED.
 KY3602
 KY3602                          STATION RECOVERY (1999)
 KY3602
 KY3602'RECOVERY NOTE BY THE NEILAN ENGINEERS INCORPORATED 1999
 KY3602'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3603 ***********************************************************************
 KY3603  SACS        -  This is a Secondary Airport Control Station.
 KY3603  DESIGNATION -  BVI D
 KY3603  PID         -  KY3603
 KY3603  STATE/COUNTY-  PA/BEAVER
 KY3603  USGS QUAD   -  NEW GALILEE (1979)
 KY3603
 KY3603                         *CURRENT SURVEY CONTROL
 KY3603  ___________________________________________________________________
 KY3603* NAD 83(1992)-  40 46 23.81199(N)    080 23 18.48852(W)     ADJUSTED  
 KY3603* NAVD 88     -       376.24   (+/-2cm)    1234.4    (feet)  VERTCON   
 KY3603  ___________________________________________________________________
 KY3603  X           -     807,675.392 (meters)                     COMP
 KY3603  Y           -  -4,769,426.063 (meters)                     COMP
 KY3603  Z           -   4,143,612.195 (meters)                     COMP
 KY3603  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 KY3603  ELLIP HEIGHT-         341.99  (meters)          (08/09/01) GPS OBS
 KY3603  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 KY3603
 KY3603  HORZ ORDER  -  FIRST
 KY3603  VERT ORDER  -  THIRD ? (See Below)
 KY3603  ELLP ORDER  -  FOURTH    CLASS II
 KY3603
 KY3603.This mark is at Beaver County Airport (BVI)
 KY3603
 KY3603.The horizontal coordinates were established by GPS observations
 KY3603.and adjusted by the National Geodetic Survey in September 1994..
 KY3603
 KY3603.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3603
 KY3603.GPS derived orthometric heights for airport stations designated as
 KY3603.PACS or SACS are published to 2 decimal places.  This maintains
 KY3603.centimeter relative accuracy between the PACS and SACS.  It does
 KY3603.not indicate centimeter accuracy relative to other marks which are
 KY3603.part of the NAVD 88 network.
 KY3603.The vertical order pertains to the NGVD 29 superseded value.
 KY3603
 KY3603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3603
 KY3603.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3603
 KY3603.The ellipsoidal height was determined by GPS observations
 KY3603.and is referenced to NAD 83.
 KY3603
 KY3603.The geoid height was determined by GEOID03.
 KY3603
 KY3603;                    North         East     Units Scale Factor Converg.
 KY3603;SPC PA S     -   163,214.242   377,291.636   MT  0.99997532   -1 42 42.6
 KY3603;SPC PA S     -   535,478.73  1,237,830.98   sFT  0.99997532   -1 42 42.6
 KY3603;UTM  17      - 4,513,769.472   551,606.664   MT  0.99963278   +0 23 57.8
 KY3603
 KY3603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3603!SPC PA S     -   0.99994636  x   0.99997532  =   0.99992168
 KY3603!UTM  17      -   0.99994636  x   0.99963278  =   0.99957916
 KY3603
 KY3603                          SUPERSEDED SURVEY CONTROL
 KY3603
 KY3603  ELLIP H (09/15/94)  341.97   (m)                       GP(       ) 4 1
 KY3603  NGVD 29 (09/15/94)  376.36   (m)         1234.8    (f) LEVELING    3  
 KY3603
 KY3603.Superseded values are not recommended for survey control.
 KY3603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3603.See file dsdata.txt to determine how the superseded data were derived.
 KY3603
 KY3603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF5160713769(NAD 83)
 KY3603_MARKER: DS = TRIANGULATION STATION DISK
 KY3603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3603_SP_SET: CONCRETE POST
 KY3603_STAMPING: BVI D 1993
 KY3603_MARK LOGO: NOS   
 KY3603_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3603+STABILITY: SURFACE MOTION
 KY3603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3603+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2006
 KY3603
 KY3603  HISTORY     - Date     Condition        Report By
 KY3603  HISTORY     - 1993     MONUMENTED       NOS
 KY3603  HISTORY     - 19910514 GOOD             NGS
 KY3603  HISTORY     - 20060531 GOOD             PADT
 KY3603
 KY3603                          STATION DESCRIPTION
 KY3603
 KY3603'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 KY3603'STATION IS LOCATED ON THE BEAVER COUNTY AIRPORT WHICH IS NORTHWEST OF
 KY3603'THE CITY OF BEAVER FALLS WEST OF THE JUNCTION OF STATE HIGHWAYS 60
 KY3603'AND 51.  FROM STATE HIGHWAY 51 PROCEED NORTHWEST TO STATE HIGHWAY 251
 KY3603'AND DRIVE TO AIRPORT ENTRANCE ROAD 1.0 MI.  TURN LEFT AND GO TO END
 KY3603'OF ROAD AND AIRPORT TERMINAL BUILDING AND MANAGER OFFICE.
 KY3603'AIRPORT MANAGER SHOULD BE CONTACTED PRIOR TO ENTERING THE FIELD.
 KY3603'OFFICE PHONE NUMBER IIS 412-847-4662.
 KY3603'STATION IS SET IN THE CONCRETE FRAME OF A DRAIN IN THE GRASS AREA
 KY3603'BOUNDED BY THE TAXIWAY RUNNING PARALLEL TO THE RUNWAY, THE TERMINAL
 KY3603'RAMP, THE T-HANGAR RAMP JUST NORTH OF THE AIR TRAFFIC CONTROL CONTROL
 KY3603'AND A TAXIWAY CONNECTING TO THE PARALLEL TAXIWAY.
 KY3603'IT IS 75 FT (22.9 M)  OF W EDGE OF THE CONNECTOR TAXIWAY, 74.7 FT
 KY3603'(22.8 M) OF THE N EDGE OF THE PARALLEL TAXIWAY AND 32.0 FT (9.8 M)
 KY3603'SW OF A WEATHER INSTRUMENT MOUNTED ON A POLE.
 KY3603
 KY3603                          STATION RECOVERY (1991)
 KY3603
 KY3603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KY3603'STATION IS LOCATED ON THE BEAVER COUNTY AIRPORT IN THE GRASS AREA JUST
 KY3603'SOUTHEAST OF THE CONTROL TOWER BETWEEN A TAXIWAY RUNNING PARALLEL TO
 KY3603'THE RUNWAY, THE TERMINAL RAMP, A T-HANGAR AREA AND THE WESTERNMOST
 KY3603'TAXIWAY LEADING TO THE T-HANGAR AREA.  IT IS 75.0 FT (22.9 M) WEST OF
 KY3603'THE WEST EDGE OF A CONNECTOR TAXIWAY, 74.7 FT (22.8 M) NORTH OF THE
 KY3603'NORTH EDGE OF THE TAXIWAY RUNNING PARALLEL TO THE RUNWAY AND 32.0 FT
 KY3603'(9.8 M) SW OF A CEILOMETER ON A SHORT POLE.  A STANDARD NOS DISK
 KY3603'STAMPED---BVI D 1993---, SET INTO A DRILL HOLE IN THE SOUTHWEST CORNER
 KY3603'OF THE CONCRETE FRAME FOR A STORM DRAIN.
 KY3603
 KY3603                          STATION RECOVERY (2006)
 KY3603
 KY3603'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (JW)
 KY3603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV7084 ***********************************************************************
 KV7084  DESIGNATION -  BVM
 KV7084  PID         -  KV7084
 KV7084  STATE/COUNTY-  PA/PHILADELPHIA
 KV7084  USGS QUAD   -  FRANKFORD (1997)
 KV7084
 KV7084                         *CURRENT SURVEY CONTROL
 KV7084  ___________________________________________________________________
 KV7084* NAD 83(1996)-  40 04 51.83675(N)    075 02 21.61332(W)     ADJUSTED  
 KV7084* NAVD 88     -        43.5    (meters)     143.     (feet)  GPS OBS   
 KV7084  ___________________________________________________________________
 KV7084  X           -   1,261,588.081 (meters)                     COMP
 KV7084  Y           -  -4,721,274.199 (meters)                     COMP
 KV7084  Z           -   4,084,883.482 (meters)                     COMP
 KV7084  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 KV7084  ELLIP HEIGHT-          10.42  (meters)          (08/10/01) GPS OBS
 KV7084  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KV7084
 KV7084  HORZ ORDER  -  FIRST
 KV7084  ELLP ORDER  -  FOURTH    CLASS II
 KV7084
 KV7084.The horizontal coordinates were established by GPS observations
 KV7084.and adjusted by the National Geodetic Survey in May 1999..
 KV7084
 KV7084.The orthometric height was determined by GPS observations and a
 KV7084.high-resolution geoid model.
 KV7084
 KV7084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7084
 KV7084.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7084
 KV7084.The ellipsoidal height was determined by GPS observations
 KV7084.and is referenced to NAD 83.
 KV7084
 KV7084.The geoid height was determined by GEOID03.
 KV7084
 KV7084;                    North         East     Units Scale Factor Converg.
 KV7084;SPC PA S     -    86,572.073   831,159.125   MT  0.99998019   +1 45 31.2
 KV7084;SPC PA S     -   284,028.54  2,726,894.56   sFT  0.99998019   +1 45 31.2
 KV7084;SPC NJ       -   138,654.072   104,002.922   MT  0.99992604   -0 20 50.2
 KV7084;SPC NJ       -   454,900.90    341,216.25   sFT  0.99992604   -0 20 50.2
 KV7084;UTM  18      - 4,436,755.530   496,646.177   MT  0.99960014   -0 01 31.2
 KV7084
 KV7084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7084!SPC PA S     -   0.99999837  x   0.99998019  =   0.99997856
 KV7084!SPC NJ       -   0.99999837  x   0.99992604  =   0.99992441
 KV7084!UTM  18      -   0.99999837  x   0.99960014  =   0.99959851
 KV7084
 KV7084                          SUPERSEDED SURVEY CONTROL
 KV7084
 KV7084  NAD 83(1992)-  40 04 51.83630(N)    075 02 21.61355(W) AD(       ) 1
 KV7084  ELLIP H (06/28/94)   10.37   (m)                       GP(       ) 4 1
 KV7084
 KV7084.Superseded values are not recommended for survey control.
 KV7084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7084.See file dsdata.txt to determine how the superseded data were derived.
 KV7084
 KV7084_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9664636756(NAD 83)
 KV7084_MARKER: DD = SURVEY DISK
 KV7084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7084_SP_SET: CONCRETE POST
 KV7084_STAMPING: BVM 1993
 KV7084_MARK LOGO: PA6540
 KV7084_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7084+STABILITY: SURFACE MOTION
 KV7084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7084+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV7084
 KV7084  HISTORY     - Date     Condition        Report By
 KV7084  HISTORY     - 1993     MONUMENTED       PA6540
 KV7084
 KV7084                          STATION DESCRIPTION
 KV7084
 KV7084'DESCRIBED BY CITY OF PHILADELPHIA PENNSYLVANIA 1993
 KV7084'THE STATION IS LOCATED IN THE 66TH WARD OF THE CITY OF
 KV7084'PHILADELPHIA,AND IS 9.50 FT (2.90 M) NORTHWEST OF THE NORTHWEST CURB
 KV7084'LINE OF OLD BUSTLETON AVENUE SOUTHWEST OF WELSH ROAD AND 445.50 FT
 KV7084'(135.79 M) NORTHEAST OF AMBASSADOR STREET CURB LINE PRODUCED, AND IS
 KV7084'29 FT (8.8 M) NORTHEAST OF BVM CONVENT. THE MARK IS 0.25 FT (0.08 M)
 KV7084'BELOW THE SURFACE. THE MARK IS A CITY OF PHILADELPHIA HORIZONTAL
 KV7084'CONTROL NETWORK BRASS DISC STAMPED BVM 1993.
 KV7084'TO REACH THE STATION FROM ROOSEVELT BOULEVARD (US ROUTE 1) NORTH, TAKE
 KV7084'US ROUTE 1 NORTH TO WELSH ROAD. TURN LEFT AND GO WEST ON WELSH ROAD
 KV7084'TO OLD BUSTLETON AVENUE. TURN LEFT ON OLD BUSTLETON, TO THE STATION
 KV7084'ON THE RIGHT NEAR BVM CONVENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV7088 ***********************************************************************
 KV7088  DESIGNATION -  BYBERRY
 KV7088  PID         -  KV7088
 KV7088  STATE/COUNTY-  PA/PHILADELPHIA
 KV7088  USGS QUAD   -  BEVERLY (1973)
 KV7088
 KV7088                         *CURRENT SURVEY CONTROL
 KV7088  ___________________________________________________________________
 KV7088* NAD 83(1996)-  40 06 23.95769(N)    074 59 11.61036(W)     ADJUSTED  
 KV7088* NAVD 88     -        39.6    (meters)     130.     (feet)  GPS OBS   
 KV7088  ___________________________________________________________________
 KV7088  X           -   1,265,461.786 (meters)                     COMP
 KV7088  Y           -  -4,718,339.718 (meters)                     COMP
 KV7088  Z           -   4,087,054.562 (meters)                     COMP
 KV7088  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 KV7088  ELLIP HEIGHT-           6.52  (meters)          (08/10/01) GPS OBS
 KV7088  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 KV7088
 KV7088  HORZ ORDER  -  FIRST
 KV7088  ELLP ORDER  -  FOURTH    CLASS II
 KV7088
 KV7088.The horizontal coordinates were established by GPS observations
 KV7088.and adjusted by the National Geodetic Survey in May 1999..
 KV7088
 KV7088.The orthometric height was determined by GPS observations and a
 KV7088.high-resolution geoid model.
 KV7088
 KV7088.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7088
 KV7088.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7088
 KV7088.The ellipsoidal height was determined by GPS observations
 KV7088.and is referenced to NAD 83.
 KV7088
 KV7088.The geoid height was determined by GEOID03.
 KV7088
 KV7088;                    North         East     Units Scale Factor Converg.
 KV7088;SPC PA S     -    89,551.445   835,569.613   MT  0.99997742   +1 47 34.4
 KV7088;SPC PA S     -   293,803.37  2,741,364.64   sFT  0.99997742   +1 47 34.4
 KV7088;SPC NJ       -   141,469.187   108,519.676   MT  0.99992117   -0 18 48.4
 KV7088;SPC NJ       -   464,136.82    356,034.97   sFT  0.99992117   -0 18 48.4
 KV7088;UTM  18      - 4,439,595.067   501,145.581   MT  0.99960002   +0 00 31.2
 KV7088
 KV7088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7088!SPC PA S     -   0.99999898  x   0.99997742  =   0.99997640
 KV7088!SPC NJ       -   0.99999898  x   0.99992117  =   0.99992015
 KV7088!UTM  18      -   0.99999898  x   0.99960002  =   0.99959900
 KV7088
 KV7088                          SUPERSEDED SURVEY CONTROL
 KV7088
 KV7088  NAD 83(1992)-  40 06 23.95724(N)    074 59 11.61059(W) AD(       ) 1
 KV7088  ELLIP H (06/28/94)    6.47   (m)                       GP(       ) 4 1
 KV7088
 KV7088.Superseded values are not recommended for survey control.
 KV7088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7088.See file dsdata.txt to determine how the superseded data were derived.
 KV7088
 KV7088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0114639595(NAD 83)
 KV7088_MARKER: DD = SURVEY DISK
 KV7088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7088_SP_SET: CONCRETE POST
 KV7088_STAMPING: BYBERRY 1993
 KV7088_MARK LOGO: PA6540
 KV7088_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7088+STABILITY: SURFACE MOTION
 KV7088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7088+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 KV7088
 KV7088  HISTORY     - Date     Condition        Report By
 KV7088  HISTORY     - 1993     MONUMENTED       PA6540
 KV7088  HISTORY     - 20040917 GOOD             BAKER
 KV7088
 KV7088                          STATION DESCRIPTION
 KV7088
 KV7088'DESCRIBED BY CITY OF PHILADELPHIA PENNSYLVANIA 1993
 KV7088'THE STATION IS LOCATED IN THE 66TH WARD OF THE CITY OF PHILADELPHIA,ON
 KV7088'THE WEST SIDE OF SOUTHAMPTON-BYBERRY ROAD NEAR TEMPLE WOODHAVEN
 KV7088'CENTER. THE MARK IS 0.3 FT (0.1 M) BELOW THE SURFACE. THE MARK IS A
 KV7088'CITY OF PHILADELPHIA HORIZONTAL CONTROL NETWORK BRASS DISC STAMPED
 KV7088'BYBERRY 1993.
 KV7088'TO REACH STATION FROM ROOSEVELT BOULEVARD (US ROUTE 1) NORTH, TAKE
 KV7088'ROUTE 1 NORTH TO SOUTHAMPTON ROAD. TURN RIGHT AND GO EAST ON
 KV7088'SOUTHAMPTON ROAD TO MCNULTY ROAD. THE MARK IS JUST PAST MCNULTY ROAD,
 KV7088'ON THE RIGHT.
 KV7088
 KV7088                          STATION RECOVERY (2004)
 KV7088
 KV7088'RECOVERY NOTE BY M BAKER JR INCORPORATED 2004 (LL)
 KV7088'TO REACH THE STATION FROM ROOSEVELT BOULEVARD (US ROUTE 1) NORTH, TAKE
 KV7088'ROUTE 1 NORTH TO SOUTHAMPTON-BYBERRY ROAD. TURN RIGHT AND GO SOUTH ON
 KV7088'SOUTHAMPTON-BYBERRY ROAD 0.5 MILE TO THE MARK ON THE RIGHT. MARK IS
 KV7088'1,094 FT SOUTH OF MCNULTY ROAD, 119 FT NORTH OF UN-NAMED ENTRANCE ROAD
 KV7088'TO AN OLD STATE HOSPITAL, 35 FT WEST OF CL OF SOUTHAMPTON-BYBERRY ROAD
 KV7088'AND 0.7 FT WEST OF BACK OF CONCRETE SIDEWALK. MARK IS RECESSED 5
 KV7088'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0446 ***********************************************************************
 LZ0446  DESIGNATION -  BYERS
 LZ0446  PID         -  LZ0446
 LZ0446  STATE/COUNTY-  PA/NORTHUMBERLAND
 LZ0446  USGS QUAD   -  MILTON (1983)
 LZ0446
 LZ0446                         *CURRENT SURVEY CONTROL
 LZ0446  ___________________________________________________________________
 LZ0446* NAD 83(1992)-  41 03 06.53857(N)    076 50 57.10185(W)     ADJUSTED  
 LZ0446* NAVD 88     -       170.116  (meters)     558.12   (feet)  ADJUSTED  
 LZ0446  ___________________________________________________________________
 LZ0446  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 LZ0446  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LZ0446  DYNAMIC HT  -         170.043 (meters)     557.88  (feet)  COMP
 LZ0446  MODELED GRAV-     980,191.8   (mgal)                       NAVD 88
 LZ0446
 LZ0446  HORZ ORDER  -  SECOND
 LZ0446  VERT ORDER  -  SECOND    CLASS 0
 LZ0446
 LZ0446.The horizontal coordinates were established by classical geodetic methods
 LZ0446.and adjusted by the National Geodetic Survey in June 2002..
 LZ0446
 LZ0446.The orthometric height was determined by differential leveling
 LZ0446.and adjusted by the National Geodetic Survey in June 1991..
 LZ0446
 LZ0446.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ0446
 LZ0446.The geoid height was determined by GEOID03.
 LZ0446
 LZ0446.The dynamic height is computed by dividing the NAVD 88
 LZ0446.geopotential number by the normal gravity value computed on the
 LZ0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0446.degrees latitude (g = 980.6199 gals.).
 LZ0446
 LZ0446.The modeled gravity was interpolated from observed gravity values.
 LZ0446
 LZ0446;                    North         East     Units Scale Factor Converg.
 LZ0446;SPC PA N     -    98,692.879   675,726.913   MT  0.99997708   +0 35 45.3
 LZ0446;SPC PA N     -   323,794.89  2,216,947.38   sFT  0.99997708   +0 35 45.3
 LZ0446;UTM  18      - 4,546,156.446   344,597.970   MT  0.99989723   -1 12 52.9
 LZ0446
 LZ0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ0446!SPC PA N     -   0.99997854  x   0.99997708  =   0.99995562
 LZ0446!UTM  18      -   0.99997854  x   0.99989723  =   0.99987578
 LZ0446
 LZ0446                          SUPERSEDED SURVEY CONTROL
 LZ0446
 LZ0446  NAD 83(1986)-  41 03 06.53855(N)    076 50 57.09877(W) AD(       ) 2
 LZ0446  NAD 27      -  41 03 06.23050(N)    076 50 58.21980(W) AD(       ) 2
 LZ0446  NGVD 29 (??/??/92)  170.341  (m)          558.86   (f) ADJ UNCH    2 0
 LZ0446
 LZ0446.Superseded values are not recommended for survey control.
 LZ0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0446.See file dsdata.txt to determine how the superseded data were derived.
 LZ0446
 LZ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL4459846156(NAD 83)
 LZ0446_MARKER: DS = TRIANGULATION STATION DISK
 LZ0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0446_STAMPING: BYERS 1958
 LZ0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0446+STABILITY: SURFACE MOTION
 LZ0446
 LZ0446  HISTORY     - Date     Condition        Report By
 LZ0446  HISTORY     - 1959     MONUMENTED       CGS
 LZ0446  HISTORY     - 1959     GOOD             NGS
 LZ0446
 LZ0446                          STATION DESCRIPTION
 LZ0446
 LZ0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LZ0446'STATION IS LOCATED ABOUT 2 MILES NORTH OF MILTON, 2-1/2 MILES SOUTH
 LZ0446'OF WATSONTOWN, 0.3 MILE EAST OF THE WEST BRANCH OF THE SUSQUEHANNA
 LZ0446'RIVER, 0.2 MILE NORTH OF THE JUNCTION OF STATE HIGHWAYS 14 AND 405,
 LZ0446'300 FEET EAST OF THE PENNSYLVANIA RAILROAD TRACKS, ON PROPERTY
 LZ0446'OWNED AND OCCUPIED BY MR. C.H. BYERS.
 LZ0446'
 LZ0446'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 405
 LZ0446'WHICH IS LOCATED ABOUT 2 MILES NORTH OF MILTON.  GO NORTHEAST ON
 LZ0446'HIGHWAY 14 FOR 0.55 MILE TO A GRAVELED SIDE ROAD LEFT.  TURN LEFT AND
 LZ0446'GO NORTH ON THE GRAVELED ROAD FOR 0.2 MILE TO THE FARM DRIVEWAY
 LZ0446'OF MR. C.H. BYERS ON THE LEFT, TURN LEFT AND GO EAST ON THE DRIVEWAY
 LZ0446'FOR 0.2 MILE TO THE SOUTHWEST CORNER OF MR. BYERS BARN, JUST AFTER
 LZ0446'PASSING THE HOUSE ON THE RIGHT, TURN RIGHT AND GO ABOUT 30 FEET,
 LZ0446'THENCE LEFT AND GO EAST ON A FIELD ROAD FOR 0.2 MILE TO THE STATION
 LZ0446'ON THE LEFT AND THE END OF THE FIELD ROAD.
 LZ0446'
 LZ0446'AZIMUTH MARK IS REACHED FROM THE JUNCTION OF STATE HIGHWAYS 14 AND
 LZ0446'405.  GO NORTH ON HIGHWAY 405 FOR 0.85 MILE TO A SIDE ROAD RIGHT.
 LZ0446'TURN RIGHT AND GO EAST ON THE SIDE ROAD FOR 0.17 MILE TO 4-BRICK
 LZ0446'HOUSES ON THE RIGHT, CONTINUE EAST ON THE ROAD FOR 0.08 MILE TO A
 LZ0446'RAILROAD OVERPASS, PACK UP THE EMBANKMENT TO THE TOP OF THE OVERPASS
 LZ0446'AND THE AZIMUTH MARK IN THE TOP OF THE CONCRETE ABUTMENT.
 LZ0446'
 LZ0446'STATION MARK IS A STANDARD DISK, STAMPED BYERS 1959, SET IN THE TOP
 LZ0446'OF A SQUARE CONCRETE MONUMENT WHICH IS ABOUT 1 INCH BELOW THE GROUND
 LZ0446'SURFACE.  IT IS 3.8 FEET NORTHEAST OF A STANDARD METAL WITNESS POST
 LZ0446'AND ABOUT 19 FEET NORTHEAST OF A TRIANGULAR BLAZED 15-INCH OAK
 LZ0446'TREE.
 LZ0446'
 LZ0446'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BYERS NO 1 1959, SET IN
 LZ0446'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 LZ0446'INCHES ABOVE THE GROUND SURFACE.  IT IS ABOUT 22 FEET NORTH OF THE
 LZ0446'FIELD ROAD, 14 FEET NORTH OF THE SOUTH EDGE OF A STEEP HILL, 59
 LZ0446'FEET EAST OF THE TRIANGULAR BLAZED TREE.
 LZ0446'
 LZ0446'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BYERS NO 2 1959, SET IN
 LZ0446'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 LZ0446'INCHES.  IT IS ABOUT 2 FEET EAST OF THE STEEP LEDGE, 60 FEET NORTH OF
 LZ0446'THE TRIANGULAR BLAZED TREE AND AT THE EAST EDGE OF A LINE OF TREES.
 LZ0446'
 LZ0446'AZIMUTH MARK IS A STANDARD DISK, STAMPED BYERS 1959, CEMENTED IN A
 LZ0446'DRILL HOLE, IN THE TOP OF A RAILROAD OVERPASS CONCRETE
 LZ0446'ABUTMENT.  IT IS ABOUT 6 FEET WEST OF THE CENTER OF THE ABUTMENT AND
 LZ0446'ABOUT 7 FEET WEST OF THE WEST RAIL OF THE PENNSYLVANIA RAILROAD
 LZ0446'TRACK.
 LZ0446'
 LZ0446'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 LZ0446
 LZ0446                          STATION RECOVERY (1959)
 LZ0446
 LZ0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LZ0446'2.6 MI N FROM MILTON.
 LZ0446'ABOUT 1.7 MILE NORTH ALONG PENNSYLVANIA RAILROAD FROM RAILROAD
 LZ0446'STATION AT MILTON, THENCE 0.4 MILE EAST ON STATE HY. 14, THENCE
 LZ0446'0.2 MILE NORTH ON A GRAVEL ROAD, THENCE 0.25 MILE WEST ALONG
 LZ0446'FARM DRIVE AND FIELD ROAD, ESTABLISHED IN THE SOUTH WEST CORNER
 LZ0446'OF AN ORCHARD WHERE THE ORCHARD ENDS AND THERE IS A RAVINE ON
 LZ0446'THE SOUTH AND RAILROAD TRACKS TO THE WEST, IN SMALL CLEARING
 LZ0446'AT SOUTH WEST CORNER OF THE FIELD, 48 FEET WEST OF RM NO. 1,
 LZ0446'42 FEET SOUTH OF RM NO.2, PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0445 ***********************************************************************
 LZ0445  DESIGNATION -  BYERS 1
 LZ0445  PID         -  LZ0445
 LZ0445  STATE/COUNTY-  PA/NORTHUMBERLAND
 LZ0445  USGS QUAD   -  MILTON (1983)
 LZ0445
 LZ0445                         *CURRENT SURVEY CONTROL
 LZ0445  ___________________________________________________________________
 LZ0445* NAD 83(1986)-  41 03 07.     (N)    076 50 57.     (W)     SCALED    
 LZ0445* NAVD 88     -       170.087  (meters)     558.03   (feet)  ADJUSTED  
 LZ0445  ___________________________________________________________________
 LZ0445  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LZ0445  DYNAMIC HT  -         170.014 (meters)     557.79  (feet)  COMP
 LZ0445  MODELED GRAV-     980,191.8   (mgal)                       NAVD 88
 LZ0445
 LZ0445  VERT ORDER  -  SECOND    CLASS 0
 LZ0445
 LZ0445.The horizontal coordinates were scaled from a topographic map and have
 LZ0445.an estimated accuracy of +/- 6 seconds.
 LZ0445
 LZ0445.The orthometric height was determined by differential leveling
 LZ0445.and adjusted by the National Geodetic Survey in June 1991..
 LZ0445
 LZ0445.The geoid height was determined by GEOID03.
 LZ0445
 LZ0445.The dynamic height is computed by dividing the NAVD 88
 LZ0445.geopotential number by the normal gravity value computed on the
 LZ0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0445.degrees latitude (g = 980.6199 gals.).
 LZ0445
 LZ0445.The modeled gravity was interpolated from observed gravity values.
 LZ0445
 LZ0445;                    North         East    Units  Estimated Accuracy
 LZ0445;SPC PA N     -    98,710.      675,730.      MT  (+/- 180 meters Scaled)
 LZ0445
 LZ0445                          SUPERSEDED SURVEY CONTROL
 LZ0445
 LZ0445  NGVD 29 (??/??/92)  170.312  (m)          558.77   (f) ADJ UNCH    2 0
 LZ0445
 LZ0445.Superseded values are not recommended for survey control.
 LZ0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0445.See file dsdata.txt to determine how the superseded data were derived.
 LZ0445
 LZ0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL446461(NAD 83)
 LZ0445_MARKER: DR = REFERENCE MARK DISK
 LZ0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0445_STAMPING: NYERS NO 1 1958
 LZ0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0445+STABILITY: SURFACE MOTION
 LZ0445
 LZ0445  HISTORY     - Date     Condition        Report By
 LZ0445  HISTORY     - 1958     MONUMENTED       CGS
 LZ0445  HISTORY     - 1959     GOOD             NGS
 LZ0445
 LZ0445                          STATION DESCRIPTION
 LZ0445
 LZ0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LZ0445'2.6 MI N FROM MILTON.
 LZ0445'ABOUT 1.7 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM
 LZ0445'RAILROAD STATION AT MILTON, THENCE 0.40 MILE EAST ON STATE HY.
 LZ0445'14, THENCE 0.2 MILE NORTH ON A GRAVEL ROAD, THENCE 0.25 MILE WEST
 LZ0445'ALONG FARM LANE AND FIELD ROAD, ESTABLISHED IN THE SOUTH WEST
 LZ0445'CORNER OF AN ORCHARD WHERE ORCHARD IS BORDERED BY A RAVINE ON
 LZ0445'THE SOUTH AND A RAILROAD ON THE WEST, IN A GROUP OF SMALL TREES,
 LZ0445'56 FEET SOUTH EAST OF RM NO. 2, 48 FEET EAST OF THE STATION,
 LZ0445'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0447 ***********************************************************************
 LZ0447  DESIGNATION -  BYERS 2
 LZ0447  PID         -  LZ0447
 LZ0447  STATE/COUNTY-  PA/NORTHUMBERLAND
 LZ0447  USGS QUAD   -  MILTON (1983)
 LZ0447
 LZ0447                         *CURRENT SURVEY CONTROL
 LZ0447  ___________________________________________________________________
 LZ0447* NAD 83(1986)-  41 03 07.     (N)    076 50 57.     (W)     SCALED    
 LZ0447* NAVD 88     -       168.825  (meters)     553.89   (feet)  ADJUSTED  
 LZ0447  ___________________________________________________________________
 LZ0447  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LZ0447  DYNAMIC HT  -         168.753 (meters)     553.65  (feet)  COMP
 LZ0447  MODELED GRAV-     980,191.8   (mgal)                       NAVD 88
 LZ0447
 LZ0447  VERT ORDER  -  SECOND    CLASS 0
 LZ0447
 LZ0447.The horizontal coordinates were scaled from a topographic map and have
 LZ0447.an estimated accuracy of +/- 6 seconds.
 LZ0447
 LZ0447.The orthometric height was determined by differential leveling
 LZ0447.and adjusted by the National Geodetic Survey in June 1991..
 LZ0447
 LZ0447.The geoid height was determined by GEOID03.
 LZ0447
 LZ0447.The dynamic height is computed by dividing the NAVD 88
 LZ0447.geopotential number by the normal gravity value computed on the
 LZ0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0447.degrees latitude (g = 980.6199 gals.).
 LZ0447
 LZ0447.The modeled gravity was interpolated from observed gravity values.
 LZ0447
 LZ0447;                    North         East    Units  Estimated Accuracy
 LZ0447;SPC PA N     -    98,710.      675,730.      MT  (+/- 180 meters Scaled)
 LZ0447
 LZ0447                          SUPERSEDED SURVEY CONTROL
 LZ0447
 LZ0447  NGVD 29 (??/??/92)  169.050  (m)          554.62   (f) ADJ UNCH    2 0
 LZ0447
 LZ0447.Superseded values are not recommended for survey control.
 LZ0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0447.See file dsdata.txt to determine how the superseded data were derived.
 LZ0447
 LZ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL446461(NAD 83)
 LZ0447_MARKER: DR = REFERENCE MARK DISK
 LZ0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0447_STAMPING: BYERS NO 2 1958
 LZ0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0447+STABILITY: SURFACE MOTION
 LZ0447
 LZ0447  HISTORY     - Date     Condition        Report By
 LZ0447  HISTORY     - 1958     MONUMENTED       CGS
 LZ0447  HISTORY     - 1959     GOOD             NGS
 LZ0447
 LZ0447                          STATION DESCRIPTION
 LZ0447
 LZ0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LZ0447'2.6 MI N FROM MILTON.
 LZ0447'ABOUT 1.7 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LZ0447'STATION AT MILTON, THENCE 0.4 MILE EAST ALONG STATE HIGHWAY NO
 LZ0447'14, THENCE 0.2 MILE NORTH ON A GRAVEL ROAD, THENCE 0.25 MILE WEST
 LZ0447'ALONG A FARM DRIVE AND FIELD ROAD, IN THE SOUTHWEST CORNER OF AN
 LZ0447'ORCHARD WHERE THE ORCHARD IS BORDERED BY A RAVINE ON THE SOUTH
 LZ0447'AND THE RAILROAD ON THE WEST, 42 FEET NORTH OF THE STATION BM,
 LZ0447'56 FEET NORTHWEST OF THE RM NO 1, AND PROJECTING 3 INCHES ABOVE
 LZ0447'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0098 ***********************************************************************
 JW0098  DESIGNATION -  C 10
 JW0098  PID         -  JW0098
 JW0098  STATE/COUNTY-  PA/FULTON
 JW0098  USGS QUAD   -  NEEDMORE (1984)
 JW0098
 JW0098                         *CURRENT SURVEY CONTROL
 JW0098  ___________________________________________________________________
 JW0098* NAD 83(1992)-  39 45 15.77785(N)    078 11 23.59396(W)     ADJUSTED  
 JW0098* NAVD 88     -       173.012  (meters)     567.62   (feet)  ADJUSTED  
 JW0098  ___________________________________________________________________
 JW0098  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 JW0098  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JW0098  DYNAMIC HT  -         172.912 (meters)     567.30  (feet)  COMP
 JW0098  MODELED GRAV-     980,045.5   (mgal)                       NAVD 88
 JW0098
 JW0098  HORZ ORDER  -  SECOND
 JW0098  VERT ORDER  -  SECOND    CLASS 0
 JW0098
 JW0098.The horizontal coordinates were established by classical geodetic methods
 JW0098.and adjusted by the National Geodetic Survey in June 2002..
 JW0098
 JW0098.The orthometric height was determined by differential leveling
 JW0098.and adjusted by the National Geodetic Survey in June 1991..
 JW0098.WARNING-Repeat measurements at this control monument indicate possible
 JW0098.vertical movement.
 JW0098
 JW0098.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW0098
 JW0098.The geoid height was determined by GEOID03.
 JW0098
 JW0098.The dynamic height is computed by dividing the NAVD 88
 JW0098.geopotential number by the normal gravity value computed on the
 JW0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0098.degrees latitude (g = 980.6199 gals.).
 JW0098
 JW0098.The modeled gravity was interpolated from observed gravity values.
 JW0098
 JW0098;                    North         East     Units Scale Factor Converg.
 JW0098;SPC PA S     -    46,845.288   562,301.014   MT  1.00003280   -0 17 07.4
 JW0098;SPC PA S     -   153,691.58  1,844,815.91   sFT  1.00003280   -0 17 07.4
 JW0098;UTM  17      - 4,404,273.794   740,745.372   MT  1.00031360   +1 47 52.5
 JW0098
 JW0098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW0098!SPC PA S     -   0.99997818  x   1.00003280  =   1.00001098
 JW0098!UTM  17      -   0.99997818  x   1.00031360  =   1.00029177
 JW0098
 JW0098                          SUPERSEDED SURVEY CONTROL
 JW0098
 JW0098  NAD 83(1995)-  39 45 15.77911(N)    078 11 23.59299(W) AD(       ) 2
 JW0098  NAD 83(1991)-  39 45 15.77911(N)    078 11 23.59176(W) AD(       ) 2
 JW0098  NAD 83(1986)-  39 45 15.77980(N)    078 11 23.59615(W) AD(       ) 2
 JW0098  NAD 27      -  39 45 15.45250(N)    078 11 24.56600(W) AD(       ) 2
 JW0098  NGVD 29 (??/??/92)  173.204  (m)          568.25   (f) ADJ UNCH    2 0
 JW0098
 JW0098.Superseded values are not recommended for survey control.
 JW0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0098.See file dsdata.txt to determine how the superseded data were derived.
 JW0098
 JW0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE4074504274(NAD 83)
 JW0098_MARKER: DD = SURVEY DISK
 JW0098_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0098_SP_SET: RETAINING WALL
 JW0098_STAMPING: C 10 1925
 JW0098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0098
 JW0098  HISTORY     - Date     Condition        Report By
 JW0098  HISTORY     - 1960     MONUMENTED       USGS
 JW0098  HISTORY     - 1960     GOOD             NGS
 JW0098
 JW0098                          STATION DESCRIPTION
 JW0098
 JW0098'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (JCC)
 JW0098'STATION IS LOCATED IN THE TOP OF A ROCK RETAINING WALL WHICH IS
 JW0098'AROUND THE FRONT LAWN OF THE PRESBYTERIAN CHURCH, IN
 JW0098'WARFORDSBURG.
 JW0098'
 JW0098'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK, CEMENTED IN
 JW0098'THE TOP OF A ROCK RETAINING WALL WHICH IS ABOUT 2 FEET
 JW0098'IN HEIGHT.  IT IS STAMPED C 10 1925.  IT IS 24.7 FEET EAST OF THE
 JW0098'CENTER OF U.S. HIGHWAY 126, 4 FEET SOUTH OF THE CENTER OF
 JW0098'STEPS WHICH LEAD TO THE CHURCH ENTRANCE AND 1.2 FEET WEST OF A LIGHT
 JW0098'POLE.
 JW0098'
 JW0098'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION TONOLOWAY AND THE
 JW0098'DISTANCE IS 2719.031 METERS.
 JW0098'
 JW0098'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JW0098
 JW0098                          STATION RECOVERY (1960)
 JW0098
 JW0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JW0098'AT WARFORDSBURG.
 JW0098'SET IN TOP AND 8 INCHES SOUTH-SOUTHEAST OF THE NORTH-NORTHWEST
 JW0098'END OF THE RETAINING WALL FOR THE YARD AND CEMETERY OF THE
 JW0098'PRESBYTERIAN CHURCH OF WARFORDSBURG, 5 FEET SOUTH-SOUTHEAST OF
 JW0098'THE CENTER OF THE STEPS TO THE CHURCH YARD, 39 FEET EAST-NORTHEAST
 JW0098'OF THE FRONT ENTRANCE TO THE CHURCH, 1 FOOT EAST NORTHEAST OF
 JW0098'A LAMP POST FOR THE STEPS TO THE YARD, 30 FEET WEST-SOUTHWEST
 JW0098'OF THE CENTERLINE OF HIGHWAY 126.  THIS MARK HAS BEEN SCARRED,
 JW0098'CONDITION GOOD.  NOTE-- IT WAS REPORTED IN OCTOBER 1960 THAT
 JW0098'THIS MARK HAD BEEN MOVED FROM THE STEP AS DESCRIBED BELOW AND IS
 JW0098'NOW IN THE RETAINING WALL ABOUT 4 FEET ABOVE THE BLACKTOP PARKING
 JW0098'AREA.  ORIGINAL DESCRIPTION-- IN FULTON COUNTY, PENNSYLVANIA,
 JW0098'4.5 MILES NORTH ALONG HIGHWAY 522 FROM THE HANCOCK BANK BLDG. IN
 JW0098'HANCOCK, WASHINGTON COUNTY, MARYLAND, AT A CHURCH, IN THE TOP
 JW0098'OF THE CONCRETE STEP, 24 FEET EAST OF THE CENTERLINE OF THE
 JW0098'HIGHWAY, AND 8 FEET WEST OF A GATE.  A U.S. GEOLOGICAL SURVEY
 JW0098'STANDARD DISK, STAMPED C 10 1925.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1629 ***********************************************************************
 KV1629  DESIGNATION -  C 10
 KV1629  PID         -  KV1629
 KV1629  STATE/COUNTY-  PA/NORTHAMPTON
 KV1629  USGS QUAD   -  BANGOR (1994)
 KV1629
 KV1629                         *CURRENT SURVEY CONTROL
 KV1629  ___________________________________________________________________
 KV1629* NAD 83(1986)-  40 48 10.     (N)    075 07 32.     (W)     SCALED    
 KV1629* NAVD 88     -        84.989  (meters)     278.83   (feet)  ADJUSTED  
 KV1629  ___________________________________________________________________
 KV1629  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 KV1629  DYNAMIC HT  -          84.950 (meters)     278.71  (feet)  COMP
 KV1629  MODELED GRAV-     980,166.8   (mgal)                       NAVD 88
 KV1629
 KV1629  VERT ORDER  -  SECOND    CLASS 0
 KV1629
 KV1629.The horizontal coordinates were scaled from a topographic map and have
 KV1629.an estimated accuracy of +/- 6 seconds.
 KV1629
 KV1629.The orthometric height was determined by differential leveling
 KV1629.and adjusted by the National Geodetic Survey in June 1991..
 KV1629
 KV1629.The geoid height was determined by GEOID03.
 KV1629
 KV1629.The dynamic height is computed by dividing the NAVD 88
 KV1629.geopotential number by the normal gravity value computed on the
 KV1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1629.degrees latitude (g = 980.6199 gals.).
 KV1629
 KV1629.The modeled gravity was interpolated from observed gravity values.
 KV1629
 KV1629;                    North         East    Units  Estimated Accuracy
 KV1629;SPC PA S     -   166,450.      821,430.      MT  (+/- 180 meters Scaled)
 KV1629
 KV1629                          SUPERSEDED SURVEY CONTROL
 KV1629
 KV1629  NGVD 29 (??/??/??)   85.190  (m)          279.49   (f) ADJUSTED    2 0
 KV1629
 KV1629.Superseded values are not recommended for survey control.
 KV1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1629.See file dsdata.txt to determine how the superseded data were derived.
 KV1629
 KV1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL894168(NAD 83)
 KV1629_MARKER: DD = SURVEY DISK
 KV1629_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1629_SP_SET: SOUTH BANNISTER
 KV1629_STAMPING: C 10 1936 279
 KV1629_MARK LOGO: USGS  
 KV1629_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1629_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1629+SATELLITE: SATELLITE OBSERVATIONS - January 18, 1995
 KV1629
 KV1629  HISTORY     - Date     Condition        Report By
 KV1629  HISTORY     - 1942     MONUMENTED       USGS
 KV1629  HISTORY     - 1942     GOOD             CGS
 KV1629  HISTORY     - 1984     GOOD             USPSQD
 KV1629  HISTORY     - 19910713 GOOD             USPSQD
 KV1629  HISTORY     - 19950118 GOOD             NJGS
 KV1629
 KV1629                          STATION DESCRIPTION
 KV1629
 KV1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1629'3.1 MI SW FROM BELVIDERE.
 KV1629'IN NORTHAMPTON COUNTY, PA., ABOUT 3.1 MILES SOUTHWEST ALONG STATE
 KV1629'HIGHWAY 709 FROM THE INTERSECTION OF MARKET AND WATER STREETS AT
 KV1629'BELVIDERE, WARREN COUNTY, N.J., ABOUT 0.1 MILE WEST OF THE JUNCTION
 KV1629'OF A TAR ROAD LEADING NORTHEAST, AT THE EAST END OF A BRIDGE OVER
 KV1629'A SMALL STREAM, IN THE TOP OF THE EAST END OF THE SOUTH BANNISTER,
 KV1629'DIAGONALLY ACROSS THE BRIDGE FROM BENCH MARK L 180, DESCRIBED
 KV1629'ABOVE, 12 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 KV1629'3.6 FEET HIGHER THAN THE HIGHWAY.  A UNITED STATES GEOLOGICAL
 KV1629'SURVEY STANDARD DISK, STAMPED C 10 1936 279.
 KV1629
 KV1629                          STATION RECOVERY (1984)
 KV1629
 KV1629'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV1629'RECOVERED IN GOOD CONDITION.
 KV1629
 KV1629                          STATION RECOVERY (1991)
 KV1629
 KV1629'RECOVERY NOTE BY US POWER SQUADRON 1991 (GK)
 KV1629'RECOVERED IN GOOD CONDITION.
 KV1629
 KV1629                          STATION RECOVERY (1995)
 KV1629
 KV1629'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1629'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0752 ***********************************************************************
 JU0752  DESIGNATION -  C 10
 JU0752  PID         -  JU0752
 JU0752  STATE/COUNTY-  PA/PHILADELPHIA
 JU0752  USGS QUAD   -  PHILADELPHIA (1994)
 JU0752
 JU0752                         *CURRENT SURVEY CONTROL
 JU0752  ___________________________________________________________________
 JU0752* NAD 83(1986)-  39 52 31.     (N)    075 12 34.     (W)     SCALED    
 JU0752* NAVD 88     -         2.724  (meters)       8.94   (feet)  ADJUSTED  
 JU0752  ___________________________________________________________________
 JU0752  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU0752  DYNAMIC HT  -           2.723 (meters)       8.93  (feet)  COMP
 JU0752  MODELED GRAV-     980,180.7   (mgal)                       NAVD 88
 JU0752
 JU0752  VERT ORDER  -  FIRST     CLASS II
 JU0752
 JU0752.The horizontal coordinates were scaled from a topographic map and have
 JU0752.an estimated accuracy of +/- 6 seconds.
 JU0752
 JU0752.The orthometric height was determined by differential leveling
 JU0752.and adjusted by the National Geodetic Survey in June 1991..
 JU0752
 JU0752.The geoid height was determined by GEOID03.
 JU0752
 JU0752.The dynamic height is computed by dividing the NAVD 88
 JU0752.geopotential number by the normal gravity value computed on the
 JU0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0752.degrees latitude (g = 980.6199 gals.).
 JU0752
 JU0752.The modeled gravity was interpolated from observed gravity values.
 JU0752
 JU0752;                    North         East    Units  Estimated Accuracy
 JU0752;SPC PA S     -    63,300.      817,310.      MT  (+/- 180 meters Scaled)
 JU0752
 JU0752                          SUPERSEDED SURVEY CONTROL
 JU0752
 JU0752  NGVD 29 (??/??/??)    3.033  (m)            9.95   (f) ADJUSTED    1 2
 JU0752
 JU0752.Superseded values are not recommended for survey control.
 JU0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0752.See file dsdata.txt to determine how the superseded data were derived.
 JU0752
 JU0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK820139(NAD 83)
 JU0752_MARKER: DB = BENCH MARK DISK
 JU0752_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU0752_SP_SET: RETAINING WALL
 JU0752_STAMPING: 10.112 C 10 1931
 JU0752_MARK LOGO: CGS   
 JU0752_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0752+STABILITY: SURFACE MOTION
 JU0752_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0752+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1995
 JU0752
 JU0752  HISTORY     - Date     Condition        Report By
 JU0752  HISTORY     - 1931     MONUMENTED       CGS
 JU0752  HISTORY     - 1961     GOOD             CGS
 JU0752  HISTORY     - 1965     GOOD             CGS
 JU0752  HISTORY     - 19950101 GOOD             STEWRT
 JU0752  HISTORY     - 19950125 GOOD             NJGS
 JU0752
 JU0752                          STATION DESCRIPTION
 JU0752
 JU0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0752'IN PHILADELPHIA.
 JU0752'AT FORT MIFFLIN, ON THE U.S. ENGINEER RESERVATION, AT THE WEST
 JU0752'END OF THE BARGE SHIP JUST EAST OF STOREHOUSE NO. 1 AND IN THE TOP
 JU0752'OF THE RETAINING WALL.
 JU0752
 JU0752                          STATION RECOVERY (1965)
 JU0752
 JU0752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JU0752'RECOVERED IN GOOD CONDITION.
 JU0752
 JU0752                          STATION RECOVERY (1995)
 JU0752
 JU0752'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1995 (JMS)
 JU0752'NO CHANGE.
 JU0752
 JU0752                          STATION RECOVERY (1995)
 JU0752
 JU0752'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0752'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1676 ***********************************************************************
 KX1676  DESIGNATION -  C 100
 KX1676  PID         -  KX1676
 KX1676  STATE/COUNTY-  PA/BLAIR
 KX1676  USGS QUAD   -  HOLLIDAYSBURG (1981)
 KX1676
 KX1676                         *CURRENT SURVEY CONTROL
 KX1676  ___________________________________________________________________
 KX1676* NAD 83(1986)-  40 26 34.     (N)    078 25 29.     (W)     SCALED    
 KX1676* NAVD 88     -       302.643  (meters)     992.92   (feet)  ADJUSTED  
 KX1676  ___________________________________________________________________
 KX1676  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KX1676  DYNAMIC HT  -         302.482 (meters)     992.39  (feet)  COMP
 KX1676  MODELED GRAV-     980,087.0   (mgal)                       NAVD 88
 KX1676
 KX1676  VERT ORDER  -  SECOND    CLASS 0
 KX1676
 KX1676.The horizontal coordinates were scaled from a topographic map and have
 KX1676.an estimated accuracy of +/- 6 seconds.
 KX1676
 KX1676.The orthometric height was determined by differential leveling
 KX1676.and adjusted by the National Geodetic Survey in June 1991..
 KX1676
 KX1676.The geoid height was determined by GEOID03.
 KX1676
 KX1676.The dynamic height is computed by dividing the NAVD 88
 KX1676.geopotential number by the normal gravity value computed on the
 KX1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1676.degrees latitude (g = 980.6199 gals.).
 KX1676
 KX1676.The modeled gravity was interpolated from observed gravity values.
 KX1676
 KX1676;                    North         East    Units  Estimated Accuracy
 KX1676;SPC PA S     -   123,410.      542,760.      MT  (+/- 180 meters Scaled)
 KX1676
 KX1676                          SUPERSEDED SURVEY CONTROL
 KX1676
 KX1676  NGVD 29 (??/??/92)  302.802  (m)          993.44   (f) ADJ UNCH    2 0
 KX1676
 KX1676.Superseded values are not recommended for survey control.
 KX1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1676.See file dsdata.txt to determine how the superseded data were derived.
 KX1676
 KX1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE184800(NAD 83)
 KX1676_MARKER: DB = BENCH MARK DISK
 KX1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1676_STAMPING: C 100 1935
 KX1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1676+STABILITY: SURFACE MOTION
 KX1676
 KX1676  HISTORY     - Date     Condition        Report By
 KX1676  HISTORY     - 1935     MONUMENTED       CGS
 KX1676  HISTORY     - 1963     MARK NOT FOUND   NGS
 KX1676
 KX1676                          STATION DESCRIPTION
 KX1676
 KX1676'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX1676'2.4 MI N FROM HOLLIDAYSBURG.
 KX1676'2.4 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX1676'AT HOLLIDAYSBURG, BLAIR COUNTY, ABOUT 121 FEET NORTHEAST OF THE
 KX1676'NORTHEAST CORNER OF THE STATION AT SPRING MEADOW, 46 FEET
 KX1676'EAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 5 FEET LOWER
 KX1676'THAN THE TRACK.  A STANDARD DISK, STAMPED C 100 1935 AND SET
 KX1676'IN THE TOP OF A CONCRETE POST.
 KX1676
 KX1676                          STATION RECOVERY (1963)
 KX1676
 KX1676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 KX1676'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1524 ***********************************************************************
 JV1524  DESIGNATION -  C 101
 JV1524  PID         -  JV1524
 JV1524  STATE/COUNTY-  PA/YORK
 JV1524  USGS QUAD   -  SEVEN VALLEYS (1981)
 JV1524
 JV1524                         *CURRENT SURVEY CONTROL
 JV1524  ___________________________________________________________________
 JV1524* NAD 83(1986)-  39 48 44.     (N)    076 45 14.     (W)     SCALED    
 JV1524* NAVD 88     -       156.470  (meters)     513.35   (feet)  ADJUSTED  
 JV1524  ___________________________________________________________________
 JV1524  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 JV1524  DYNAMIC HT  -         156.392 (meters)     513.10  (feet)  COMP
 JV1524  MODELED GRAV-     980,121.2   (mgal)                       NAVD 88
 JV1524
 JV1524  VERT ORDER  -  SECOND    CLASS 0
 JV1524
 JV1524.The horizontal coordinates were scaled from a topographic map and have
 JV1524.an estimated accuracy of +/- 6 seconds.
 JV1524
 JV1524.The orthometric height was determined by differential leveling
 JV1524.and adjusted by the National Geodetic Survey in June 1991..
 JV1524
 JV1524.The geoid height was determined by GEOID03.
 JV1524
 JV1524.The dynamic height is computed by dividing the NAVD 88
 JV1524.geopotential number by the normal gravity value computed on the
 JV1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1524.degrees latitude (g = 980.6199 gals.).
 JV1524
 JV1524.The modeled gravity was interpolated from observed gravity values.
 JV1524
 JV1524;                    North         East    Units  Estimated Accuracy
 JV1524;SPC PA S     -    53,660.      685,290.      MT  (+/- 180 meters Scaled)
 JV1524
 JV1524                          SUPERSEDED SURVEY CONTROL
 JV1524
 JV1524  NGVD 29 (??/??/??)  156.702  (m)          514.11   (f) ADJUSTED    2 0
 JV1524
 JV1524.Superseded values are not recommended for survey control.
 JV1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1524.See file dsdata.txt to determine how the superseded data were derived.
 JV1524
 JV1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK498083(NAD 83)
 JV1524_MARKER: DB = BENCH MARK DISK
 JV1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1524_STAMPING: C 101 1935
 JV1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1524+STABILITY: SURFACE MOTION
 JV1524
 JV1524  HISTORY     - Date     Condition        Report By
 JV1524  HISTORY     - 1935     MONUMENTED       CGS
 JV1524  HISTORY     - 1961     GOOD             CGS
 JV1524
 JV1524                          STATION DESCRIPTION
 JV1524
 JV1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1524'0.7 MI S FROM LARUE.
 JV1524'0.7 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JV1524'AT LARUE, YORK COUNTY, ABOUT 300 FEET NORTH OF BRIDGE 43.44,
 JV1524'ABOUT 90 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 216, AND
 JV1524'27 FEET EAST OF THE CENTER LINE OF THE EAST TRACK.  A STANDARD
 JV1524'DISK, STAMPED C 101 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JV1524
 JV1524                          STATION RECOVERY (1961)
 JV1524
 JV1524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JV1524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1590 ***********************************************************************
 JV1590  DESIGNATION -  C 102
 JV1590  PID         -  JV1590
 JV1590  STATE/COUNTY-  PA/YORK
 JV1590  USGS QUAD   -  HANOVER (1984)
 JV1590
 JV1590                         *CURRENT SURVEY CONTROL
 JV1590  ___________________________________________________________________
 JV1590* NAD 83(1986)-  39 49 14.     (N)    076 57 01.     (W)     SCALED    
 JV1590* NAVD 88     -       168.400  (meters)     552.49   (feet)  ADJUSTED  
 JV1590  ___________________________________________________________________
 JV1590  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JV1590  DYNAMIC HT  -         168.312 (meters)     552.20  (feet)  COMP
 JV1590  MODELED GRAV-     980,098.6   (mgal)                       NAVD 88
 JV1590
 JV1590  VERT ORDER  -  SECOND    CLASS 0
 JV1590
 JV1590.The horizontal coordinates were scaled from a topographic map and have
 JV1590.an estimated accuracy of +/- 6 seconds.
 JV1590
 JV1590.The orthometric height was determined by differential leveling
 JV1590.and adjusted by the National Geodetic Survey in June 1991..
 JV1590
 JV1590.The geoid height was determined by GEOID03.
 JV1590
 JV1590.The dynamic height is computed by dividing the NAVD 88
 JV1590.geopotential number by the normal gravity value computed on the
 JV1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1590.degrees latitude (g = 980.6199 gals.).
 JV1590
 JV1590.The modeled gravity was interpolated from observed gravity values.
 JV1590
 JV1590;                    North         East    Units  Estimated Accuracy
 JV1590;SPC PA S     -    54,410.      668,470.      MT  (+/- 180 meters Scaled)
 JV1590
 JV1590                          SUPERSEDED SURVEY CONTROL
 JV1590
 JV1590  NGVD 29 (??/??/??)  168.615  (m)          553.20   (f) ADJUSTED    2 0
 JV1590
 JV1590.Superseded values are not recommended for survey control.
 JV1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1590.See file dsdata.txt to determine how the superseded data were derived.
 JV1590
 JV1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK330096(NAD 83)
 JV1590_MARKER: DB = BENCH MARK DISK
 JV1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1590_STAMPING: C 102 1935
 JV1590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1590+STABILITY: SURFACE MOTION
 JV1590
 JV1590  HISTORY     - Date     Condition        Report By
 JV1590  HISTORY     - 1935     MONUMENTED       CGS
 JV1590
 JV1590                          STATION DESCRIPTION
 JV1590
 JV1590'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1590'2.3 MI NE FROM HANOVER.
 JV1590'2.3 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JV1590'P.R.R. AND WESTERN MARYLAND RAILWAY STATION AT HANOVER, YORK
 JV1590'COUNTY, ABOUT 2,150 FEET WEST OF MILEPOST 29, AT A COUNTRY ROAD
 JV1590'CROSSING, 70 FEET EAST OF THE CENTER LINE OF THE ROAD, AND 24
 JV1590'FEET NORTH OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 JV1590'STAMPED C 102 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1559 ***********************************************************************
 JU1559  DESIGNATION -  C 105
 JU1559  PID         -  JU1559
 JU1559  STATE/COUNTY-  PA/CHESTER
 JU1559  USGS QUAD   -  OXFORD (1992)
 JU1559
 JU1559                         *CURRENT SURVEY CONTROL
 JU1559  ___________________________________________________________________
 JU1559* NAD 83(1986)-  39 46 23.     (N)    075 56 40.     (W)     SCALED    
 JU1559* NAVD 88     -       149.421  (meters)     490.23   (feet)  ADJUSTED  
 JU1559  ___________________________________________________________________
 JU1559  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JU1559  DYNAMIC HT  -         149.346 (meters)     489.98  (feet)  COMP
 JU1559  MODELED GRAV-     980,123.7   (mgal)                       NAVD 88
 JU1559
 JU1559  VERT ORDER  -  SECOND    CLASS 0
 JU1559
 JU1559.The horizontal coordinates were scaled from a topographic map and have
 JU1559.an estimated accuracy of +/- 6 seconds.
 JU1559
 JU1559.The orthometric height was determined by differential leveling
 JU1559.and adjusted by the National Geodetic Survey in June 1991..
 JU1559
 JU1559.The geoid height was determined by GEOID03.
 JU1559
 JU1559.The dynamic height is computed by dividing the NAVD 88
 JU1559.geopotential number by the normal gravity value computed on the
 JU1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1559.degrees latitude (g = 980.6199 gals.).
 JU1559
 JU1559.The modeled gravity was interpolated from observed gravity values.
 JU1559
 JU1559;                    North         East    Units  Estimated Accuracy
 JU1559;SPC PA S     -    50,410.      754,690.      MT  (+/- 180 meters Scaled)
 JU1559
 JU1559                          SUPERSEDED SURVEY CONTROL
 JU1559
 JU1559  NGVD 29 (??/??/??)  149.718  (m)          491.20   (f) ADJUSTED    2 0
 JU1559
 JU1559.Superseded values are not recommended for survey control.
 JU1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1559.See file dsdata.txt to determine how the superseded data were derived.
 JU1559
 JU1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK191029(NAD 83)
 JU1559_MARKER: DB = BENCH MARK DISK
 JU1559_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1559_SP_SET: CULVERT
 JU1559_STAMPING: C 105 1935
 JU1559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1559
 JU1559  HISTORY     - Date     Condition        Report By
 JU1559  HISTORY     - 1935     MONUMENTED       CGS
 JU1559  HISTORY     - 1966     GOOD             CGS
 JU1559  HISTORY     - 19910216 GOOD             USPSQD
 JU1559
 JU1559                          STATION DESCRIPTION
 JU1559
 JU1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1559'2.1 MI SE FROM OXFORD.
 JU1559'2.1 MILES SOUTHEAST ALONG STATE HIGHWAY 472 FROM A STREET
 JU1559'INTERSECTION AT OXFORD, CHESTER COUNTY, AT THE MIDDLE OF A SOUTH
 JU1559'SLOPE, ABOUT 150 FEET SOUTH OF A GROVE OF TREES, ABOUT 100 FEET
 JU1559'NORTH OF ANOTHER GROVE OF TREES, AND IN THE TOP OF THE SOUTH HEAD
 JU1559'WALL OF A CULVERT.  A STANDARD DISK, STAMPED C 105 1935.
 JU1559
 JU1559                          STATION RECOVERY (1991)
 JU1559
 JU1559'RECOVERY NOTE BY US POWER SQUADRON 1991 (DMM)
 JU1559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0233 ***********************************************************************
 JV0233  DESIGNATION -  C 106
 JV0233  PID         -  JV0233
 JV0233  STATE/COUNTY-  PA/LANCASTER
 JV0233  USGS QUAD   -  HOLTWOOD (1990)
 JV0233
 JV0233                         *CURRENT SURVEY CONTROL
 JV0233  ___________________________________________________________________
 JV0233* NAD 83(1986)-  39 51 00.     (N)    076 17 48.     (W)     SCALED    
 JV0233* NAVD 88     -       186.697  (meters)     612.52   (feet)  ADJUSTED  
 JV0233  ___________________________________________________________________
 JV0233  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JV0233  DYNAMIC HT  -         186.601 (meters)     612.21  (feet)  COMP
 JV0233  MODELED GRAV-     980,107.0   (mgal)                       NAVD 88
 JV0233
 JV0233  VERT ORDER  -  SECOND    CLASS 0
 JV0233
 JV0233.The horizontal coordinates were scaled from a topographic map and have
 JV0233.an estimated accuracy of +/- 6 seconds.
 JV0233
 JV0233.The orthometric height was determined by differential leveling
 JV0233.and adjusted by the National Geodetic Survey in June 1991..
 JV0233
 JV0233.The geoid height was determined by GEOID03.
 JV0233
 JV0233.The dynamic height is computed by dividing the NAVD 88
 JV0233.geopotential number by the normal gravity value computed on the
 JV0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0233.degrees latitude (g = 980.6199 gals.).
 JV0233
 JV0233.The modeled gravity was interpolated from observed gravity values.
 JV0233
 JV0233;                    North         East    Units  Estimated Accuracy
 JV0233;SPC PA S     -    58,390.      724,370.      MT  (+/- 180 meters Scaled)
 JV0233
 JV0233                          SUPERSEDED SURVEY CONTROL
 JV0233
 JV0233  NGVD 29 (??/??/??)  186.936  (m)          613.31   (f) ADJUSTED    2 0
 JV0233
 JV0233.Superseded values are not recommended for survey control.
 JV0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0233.See file dsdata.txt to determine how the superseded data were derived.
 JV0233
 JV0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK890119(NAD 83)
 JV0233_MARKER: DB = BENCH MARK DISK
 JV0233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV0233_SP_SET: CULVERT
 JV0233_STAMPING: C 106 1935
 JV0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV0233
 JV0233  HISTORY     - Date     Condition        Report By
 JV0233  HISTORY     - 1935     MONUMENTED       CGS
 JV0233  HISTORY     - 1955     GOOD             CGS
 JV0233  HISTORY     - 1979     MARK NOT FOUND   NGS
 JV0233
 JV0233                          STATION DESCRIPTION
 JV0233
 JV0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JV0233'2.7 MI E FROM HOLTWOOD.
 JV0233'ABOUT 2.7 MILES EAST ALONG STATE HIGHWAY 372 FROM CROSSING OF THE
 JV0233'POWER PLANT ENTRANCE ROAD AND THE PENNSYLVANIA RAILROAD AT
 JV0233'HOLTWOOD, ABOUT 1.8 MILES EAST OF THE SCHOOL AT HOLTWOOD, ABOUT
 JV0233'0.1 MILE EAST OF THE BOTTOM OF GRADES, IN THE TOP OF THE CENTER
 JV0233'OF THE BACK WALL OF A 2 1/2 BY 2-FOOT CONCRETE CATCH BASIN OF
 JV0233'PIPE CULVERT NO. 1-52-27, 17 1/2 FEET NORTH OF CENTER LINE OF
 JV0233'HIGHWAY AND ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
 JV0233
 JV0233                          STATION RECOVERY (1979)
 JV0233
 JV0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV0233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2352 ***********************************************************************
 KV2352  DESIGNATION -  C 108 RESET 1952
 KV2352  PID         -  KV2352
 KV2352  STATE/COUNTY-  PA/MONTGOMERY
 KV2352  USGS QUAD   -  SASSAMANSVILLE (1990)
 KV2352
 KV2352                         *CURRENT SURVEY CONTROL
 KV2352  ___________________________________________________________________
 KV2352* NAD 83(1986)-  40 17 57.     (N)    075 35 07.     (W)     SCALED    
 KV2352* NAVD 88     -        77.93   (+/-2cm)     255.7    (feet)  VERTCON   
 KV2352  ___________________________________________________________________
 KV2352  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 KV2352
 KV2352  VERT ORDER  -  THIRD (See Below)
 KV2352
 KV2352.The horizontal coordinates were scaled from a topographic map and have
 KV2352.an estimated accuracy of +/- 6 seconds.
 KV2352
 KV2352.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV2352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV2352.The vertical order pertains to the NGVD 29 superseded value.
 KV2352
 KV2352.The geoid height was determined by GEOID03.
 KV2352
 KV2352;                    North         East    Units  Estimated Accuracy
 KV2352;SPC PA S     -   109,500.      784,020.      MT  (+/- 180 meters Scaled)
 KV2352
 KV2352                          SUPERSEDED SURVEY CONTROL
 KV2352
 KV2352  NGVD 29 (??/??/??)   78.20   (m)          256.6    (f) RESET       3  
 KV2352
 KV2352.Superseded values are not recommended for survey control.
 KV2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2352.See file dsdata.txt to determine how the superseded data were derived.
 KV2352
 KV2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK502611(NAD 83)
 KV2352_MARKER: DB = BENCH MARK DISK
 KV2352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2352_SP_SET: DRIVEWAY
 KV2352_STAMPING: C 108 1935 RESET 1952
 KV2352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2352
 KV2352  HISTORY     - Date     Condition        Report By
 KV2352  HISTORY     - 1952     MONUMENTED       CGS
 KV2352  HISTORY     - 1985     MARK NOT FOUND   NGS
 KV2352  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV2352  HISTORY     - 20021106 MARK NOT FOUND   USPSQD
 KV2352  HISTORY     - 20041201 MARK NOT FOUND   USPSQD
 KV2352
 KV2352                          STATION DESCRIPTION
 KV2352
 KV2352'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KV2352'AT NEW HANOVER.
 KV2352'AT NEW HANOVER, ON STATE HIGHWAY 663, AT THE INTERSECTION OF
 KV2352'SWAMP PIKE ROAD, ON THE FRANK BARNDT PROPERTY, AT THE SOUTHEAST
 KV2352'CORNER OF A SERVICE-STATION DRIVEWAY, 13 PACES NORTHWEST OF THE
 KV2352'CENTER LINE OF THE HIGHWAY, 26 PACES SOUTHWEST OF THE CENTER LINE
 KV2352'OF SWAMP PIKE, AND IN THE CONCRETE DRIVEWAY.  A STANDARD DISK,
 KV2352'STAMPED C 108 1935 RESET 1952.
 KV2352
 KV2352                          STATION RECOVERY (1985)
 KV2352
 KV2352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KV2352'A CAR SALES LOT IS NOW WHERE THIS BENCH MARK WAS LOCATED. ENTIRE AREA
 KV2352'IS NOW PAVED.
 KV2352
 KV2352                          STATION RECOVERY (1990)
 KV2352
 KV2352'RECOVERY NOTE BY US POWER SQUADRON 1990 (JDC)
 KV2352'MARK NOT FOUND.
 KV2352
 KV2352                          STATION RECOVERY (2002)
 KV2352
 KV2352'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KV2352'MARK NOT FOUND.
 KV2352
 KV2352                          STATION RECOVERY (2004)
 KV2352
 KV2352'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEQ)
 KV2352'ENTIRE CORNER HAS BEEN PAVED AND SUPPORTS A LARGE GAS
 KV2352'STATION/CONVENIENT STORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0553 ***********************************************************************
 KY0553  DESIGNATION -  C 109
 KY0553  PID         -  KY0553
 KY0553  STATE/COUNTY-  PA/WASHINGTON
 KY0553  USGS QUAD   -  AVELLA (1979)
 KY0553
 KY0553                         *CURRENT SURVEY CONTROL
 KY0553  ___________________________________________________________________
 KY0553* NAD 83(1986)-  40 21 13.     (N)    080 23 29.     (W)     SCALED    
 KY0553* NAVD 88     -       310.413  (meters)    1018.41   (feet)  ADJUSTED  
 KY0553  ___________________________________________________________________
 KY0553  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KY0553  DYNAMIC HT  -         310.242 (meters)    1017.85  (feet)  COMP
 KY0553  MODELED GRAV-     980,066.4   (mgal)                       NAVD 88
 KY0553
 KY0553  VERT ORDER  -  SECOND    CLASS 0
 KY0553
 KY0553.The horizontal coordinates were scaled from a topographic map and have
 KY0553.an estimated accuracy of +/- 6 seconds.
 KY0553
 KY0553.The orthometric height was determined by differential leveling
 KY0553.and adjusted by the National Geodetic Survey in June 1991..
 KY0553
 KY0553.The geoid height was determined by GEOID03.
 KY0553
 KY0553.The dynamic height is computed by dividing the NAVD 88
 KY0553.geopotential number by the normal gravity value computed on the
 KY0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0553.degrees latitude (g = 980.6199 gals.).
 KY0553
 KY0553.The modeled gravity was interpolated from observed gravity values.
 KY0553
 KY0553;                    North         East    Units  Estimated Accuracy
 KY0553;SPC PA S     -   116,640.      375,650.      MT  (+/- 180 meters Scaled)
 KY0553
 KY0553                          SUPERSEDED SURVEY CONTROL
 KY0553
 KY0553  NGVD 29 (??/??/92)  310.558  (m)         1018.89   (f) ADJ UNCH    2 0
 KY0553
 KY0553.Superseded values are not recommended for survey control.
 KY0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0553.See file dsdata.txt to determine how the superseded data were derived.
 KY0553
 KY0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE516671(NAD 83)
 KY0553_MARKER: DB = BENCH MARK DISK
 KY0553_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0553_SP_SET: CULVERT
 KY0553_STAMPING: C 109 1957
 KY0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0553
 KY0553  HISTORY     - Date     Condition        Report By
 KY0553  HISTORY     - 1957     MONUMENTED       CGS
 KY0553
 KY0553                          STATION DESCRIPTION
 KY0553
 KY0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0553'2.3 MI S FROM BURGETTSTOWN.
 KY0553'ABOUT 2.3 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE POST OFFICE
 KY0553'AT BURGETTSTOWN, ABOUT 0.45 MILE SOUTH OF THE POST OFFICE AT
 KY0553'SLOVAN, ABOUT 12 YARDS SOUTH OF A 6-FOOT HIGHWAY BRIDGE, 18
 KY0553'FEET EAST OF CENTER LINE OF HIGHWAY, 15 FEET NORTH OF CENTER
 KY0553'LINE OF A ROAD EAST, IN THE TOP OF NORTHWEST CORNER OF A U
 KY0553'SHAPED CONCRETE HEAD WALL OF A 15-INCH PIPE CULVERT AND ABOUT
 KY0553'LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0722 ***********************************************************************
 MA0722  DESIGNATION -  C 11
 MA0722  PID         -  MA0722
 MA0722  STATE/COUNTY-  PA/MCKEAN
 MA0722  USGS QUAD   -  LEWIS RUN (1983)
 MA0722
 MA0722                         *CURRENT SURVEY CONTROL
 MA0722  ___________________________________________________________________
 MA0722* NAD 83(1986)-  41 47 38.     (N)    078 37 40.     (W)     SCALED    
 MA0722* NAVD 88     -       631.570  (meters)    2072.08   (feet)  ADJUSTED  
 MA0722  ___________________________________________________________________
 MA0722  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 MA0722  DYNAMIC HT  -         631.292 (meters)    2071.16  (feet)  COMP
 MA0722  MODELED GRAV-     980,161.9   (mgal)                       NAVD 88
 MA0722
 MA0722  VERT ORDER  -  SECOND    CLASS 0
 MA0722
 MA0722.The horizontal coordinates were scaled from a topographic map and have
 MA0722.an estimated accuracy of +/- 6 seconds.
 MA0722
 MA0722.The orthometric height was determined by differential leveling
 MA0722.and adjusted by the National Geodetic Survey in June 1991..
 MA0722
 MA0722.The geoid height was determined by GEOID03.
 MA0722
 MA0722.The dynamic height is computed by dividing the NAVD 88
 MA0722.geopotential number by the normal gravity value computed on the
 MA0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0722.degrees latitude (g = 980.6199 gals.).
 MA0722
 MA0722.The modeled gravity was interpolated from observed gravity values.
 MA0722
 MA0722;                    North         East    Units  Estimated Accuracy
 MA0722;SPC PA N     -   181,080.      527,040.      MT  (+/- 180 meters Scaled)
 MA0722
 MA0722                          SUPERSEDED SURVEY CONTROL
 MA0722
 MA0722  NGVD 29 (??/??/92)  631.673  (m)         2072.41   (f) ADJ UNCH    2 0
 MA0722
 MA0722.Superseded values are not recommended for survey control.
 MA0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0722.See file dsdata.txt to determine how the superseded data were derived.
 MA0722
 MA0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG971296(NAD 83)
 MA0722_MARKER: DB = BENCH MARK DISK
 MA0722_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0722_SP_SET: STEP
 MA0722_STAMPING: C11 1924
 MA0722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0722
 MA0722  HISTORY     - Date     Condition        Report By
 MA0722  HISTORY     - 1924     MONUMENTED       USGS
 MA0722  HISTORY     - 1964     GOOD             NGS
 MA0722  HISTORY     - 1976     MARK NOT FOUND   NGS
 MA0722  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 MA0722
 MA0722                          STATION DESCRIPTION
 MA0722
 MA0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 MA0722'AT MT ALTON.
 MA0722'AT MT ALTON, ON THE SOUTH SIDE OF HIGHWAY 59 AT THE ENTRANCE TO
 MA0722'THE ST JOSEPH CATHOLIC CHURCH, 27 FEET SOUTH OF THE CENTERLINE OF
 MA0722'HIGHWAY 59, SET IN THE EAST END OF THE SECOND STEP.  A USGS
 MA0722'STANDARD DISK STAMPED C 11 1924.  THIS MARK HAD BEEN PREVIOUSLY
 MA0722'REPORTED AS BEING DESTROYED.  IT IS APPARENT THAT THIS MARK HAD
 MA0722'BEEN REMOVED WHEN THE CHURCH STEPS HAD BEEN REPLACED AND THEN
 MA0722'SET BACK IN THE NEW STEPS IN THE SAME POSITION AS BEFORE.  A NEW
 MA0722'ELEVATION FOR THIS MARK HAS BEEN DETERMINED DURING THIS SURVEY.
 MA0722
 MA0722                          STATION RECOVERY (1976)
 MA0722
 MA0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 MA0722'MARK NOT FOUND.
 MA0722
 MA0722                          STATION RECOVERY (2004)
 MA0722
 MA0722'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0722'CHURCH WAS REMOVED IN THE LATE 1970'S TO ALLOW FOR AN AIRPORT RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0095 ***********************************************************************
 JW0095  DESIGNATION -  C 11
 JW0095  PID         -  JW0095
 JW0095  STATE/COUNTY-  PA/FULTON
 JW0095  USGS QUAD   -  NEEDMORE (1984)
 JW0095
 JW0095                         *CURRENT SURVEY CONTROL
 JW0095  ___________________________________________________________________
 JW0095* NAD 83(1986)-  39 47 17.     (N)    078 11 53.     (W)     SCALED    
 JW0095* NAVD 88     -       248.182  (meters)     814.24   (feet)  ADJUSTED  
 JW0095  ___________________________________________________________________
 JW0095  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 JW0095  DYNAMIC HT  -         248.038 (meters)     813.77  (feet)  COMP
 JW0095  MODELED GRAV-     980,041.7   (mgal)                       NAVD 88
 JW0095
 JW0095  VERT ORDER  -  SECOND    CLASS 0
 JW0095
 JW0095.The horizontal coordinates were scaled from a topographic map and have
 JW0095.an estimated accuracy of +/- 6 seconds.
 JW0095
 JW0095.The orthometric height was determined by differential leveling
 JW0095.and adjusted by the National Geodetic Survey in June 1991..
 JW0095
 JW0095.The geoid height was determined by GEOID03.
 JW0095
 JW0095.The dynamic height is computed by dividing the NAVD 88
 JW0095.geopotential number by the normal gravity value computed on the
 JW0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0095.degrees latitude (g = 980.6199 gals.).
 JW0095
 JW0095.The modeled gravity was interpolated from observed gravity values.
 JW0095
 JW0095;                    North         East    Units  Estimated Accuracy
 JW0095;SPC PA S     -    50,590.      561,620.      MT  (+/- 180 meters Scaled)
 JW0095
 JW0095                          SUPERSEDED SURVEY CONTROL
 JW0095
 JW0095  NGVD 29 (??/??/92)  248.374  (m)          814.87   (f) ADJ UNCH    2 0
 JW0095
 JW0095.Superseded values are not recommended for survey control.
 JW0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0095.See file dsdata.txt to determine how the superseded data were derived.
 JW0095
 JW0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE399079(NAD 83)
 JW0095_MARKER: DD = SURVEY DISK
 JW0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0095_STAMPING: C 11 1925
 JW0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0095+STABILITY: SURFACE MOTION
 JW0095
 JW0095  HISTORY     - Date     Condition        Report By
 JW0095  HISTORY     - 1925     MONUMENTED       USGS
 JW0095  HISTORY     - 1935     GOOD             NGS
 JW0095
 JW0095                          STATION DESCRIPTION
 JW0095
 JW0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0095'6.9 MI N FROM HANCOCK.
 JW0095'IN FULTON COUNTY, PENNSYLVANIA, 6.9 MILES NORTH ALONG U.S.
 JW0095'HIGHWAY 522 FROM THE HANCOCK BANK BUILDING AT HANCOCK, WASHINGTON
 JW0095'COUNTY, MARYLAND, 2.5 MILES NORTH OF WARFORDSBURG, AND 54 FEET
 JW0095'EAST OF THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL
 JW0095'SURVEY STANDARD DISK, STAMPED C 11 1925 AND SET IN THE TOP OF
 JW0095'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1419 ***********************************************************************
 KV1419  DESIGNATION -  C 11
 KV1419  PID         -  KV1419
 KV1419  STATE/COUNTY-  PA/MONROE
 KV1419  USGS QUAD   -  STROUDSBURG (1975)
 KV1419
 KV1419                         *CURRENT SURVEY CONTROL
 KV1419  ___________________________________________________________________
 KV1419* NAD 83(1986)-  40 58 55.     (N)    075 08 13.     (W)     SCALED    
 KV1419* NAVD 88     -        97.224  (meters)     318.98   (feet)  ADJUSTED  
 KV1419  ___________________________________________________________________
 KV1419  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KV1419  DYNAMIC HT  -          97.180 (meters)     318.83  (feet)  COMP
 KV1419  MODELED GRAV-     980,175.1   (mgal)                       NAVD 88
 KV1419
 KV1419  VERT ORDER  -  FIRST     CLASS II
 KV1419
 KV1419.The horizontal coordinates were scaled from a topographic map and have
 KV1419.an estimated accuracy of +/- 6 seconds.
 KV1419
 KV1419.The orthometric height was determined by differential leveling
 KV1419.and adjusted by the National Geodetic Survey in June 1991..
 KV1419
 KV1419.The geoid height was determined by GEOID03.
 KV1419
 KV1419.The dynamic height is computed by dividing the NAVD 88
 KV1419.geopotential number by the normal gravity value computed on the
 KV1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1419.degrees latitude (g = 980.6199 gals.).
 KV1419
 KV1419.The modeled gravity was interpolated from observed gravity values.
 KV1419
 KV1419;                    North         East    Units  Estimated Accuracy
 KV1419;SPC PA N     -    93,860.      819,870.      MT  (+/- 180 meters Scaled)
 KV1419
 KV1419                          SUPERSEDED SURVEY CONTROL
 KV1419
 KV1419  NGVD 29 (??/??/??)   97.407  (m)          319.58   (f) ADJUSTED    1 2
 KV1419
 KV1419.Superseded values are not recommended for survey control.
 KV1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1419.See file dsdata.txt to determine how the superseded data were derived.
 KV1419
 KV1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL884367(NAD 83)
 KV1419_MARKER: DB = BENCH MARK DISK
 KV1419_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1419_SP_SET: BUILDING
 KV1419_STAMPING: C11 1932
 KV1419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1419
 KV1419  HISTORY     - Date     Condition        Report By
 KV1419  HISTORY     - 1932     MONUMENTED       CGS
 KV1419  HISTORY     - 1958     GOOD             CGS
 KV1419
 KV1419                          STATION DESCRIPTION
 KV1419
 KV1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KV1419'AT DELAWARE WATER GAP.
 KV1419'SET VERTICAL IN THE EAST FACE OF THE SOUTH EAST CORNER OF THE
 KV1419'LACKAWANNA AND WESTERN RAIL ROAD STATION (ABANDON) AND ABOUT
 KV1419'8 FEET WEST OF THE WEST RAIL AND 4 1/2 FEET ABOVE THE PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0475 ***********************************************************************
 KY0475  DESIGNATION -  C 110
 KY0475  PID         -  KY0475
 KY0475  STATE/COUNTY-  PA/WASHINGTON
 KY0475  USGS QUAD   -  CANONSBURG (1979)
 KY0475
 KY0475                         *CURRENT SURVEY CONTROL
 KY0475  ___________________________________________________________________
 KY0475* NAD 83(1986)-  40 19 09.     (N)    080 14 23.     (W)     SCALED    
 KY0475* NAVD 88     -       316.812  (meters)    1039.41   (feet)  ADJUSTED  
 KY0475  ___________________________________________________________________
 KY0475  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KY0475  DYNAMIC HT  -         316.638 (meters)    1038.84  (feet)  COMP
 KY0475  MODELED GRAV-     980,067.6   (mgal)                       NAVD 88
 KY0475
 KY0475  VERT ORDER  -  SECOND    CLASS 0
 KY0475
 KY0475.The horizontal coordinates were scaled from a topographic map and have
 KY0475.an estimated accuracy of +/- 6 seconds.
 KY0475
 KY0475.The orthometric height was determined by differential leveling
 KY0475.and adjusted by the National Geodetic Survey in June 1991..
 KY0475
 KY0475.The geoid height was determined by GEOID03.
 KY0475
 KY0475.The dynamic height is computed by dividing the NAVD 88
 KY0475.geopotential number by the normal gravity value computed on the
 KY0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0475.degrees latitude (g = 980.6199 gals.).
 KY0475
 KY0475.The modeled gravity was interpolated from observed gravity values.
 KY0475
 KY0475;                    North         East    Units  Estimated Accuracy
 KY0475;SPC PA S     -   112,440.      388,420.      MT  (+/- 180 meters Scaled)
 KY0475
 KY0475                          SUPERSEDED SURVEY CONTROL
 KY0475
 KY0475  NGVD 29 (??/??/92)  316.948  (m)         1039.85   (f) ADJ UNCH    2 0
 KY0475
 KY0475.Superseded values are not recommended for survey control.
 KY0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0475.See file dsdata.txt to determine how the superseded data were derived.
 KY0475
 KY0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE645634(NAD 83)
 KY0475_MARKER: DB = BENCH MARK DISK
 KY0475_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0475_SP_SET: BRIDGE
 KY0475_STAMPING: C 110 1957
 KY0475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0475
 KY0475  HISTORY     - Date     Condition        Report By
 KY0475  HISTORY     - 1957     MONUMENTED       CGS
 KY0475
 KY0475                          STATION DESCRIPTION
 KY0475
 KY0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0475'4 MI NE FROM HICKORY.
 KY0475'ABOUT 4.05 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST
 KY0475'OFFICE AND BANK BUILDING AT HICKORY, 64 YARDS WEST-SOUTHWEST OF
 KY0475'CENTER OF JUNCTION OF HIGHWAY AND A BLACK TOP ROAD LEADING
 KY0475'NORTHWEST TO SOUTHVIEW, 27 FEET NORTH-NORTHWEST OF CENTER LINE
 KY0475'OF HIGHWAY, 29 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL OF A RAILROAD
 KY0475'TRACK, IN THE TOP OF THE WEST END OF NORTH HEAD WALL OF A 10-FOOT
 KY0475'ARCHED CONCRETE BRIDGE AND ABOUT 2 1/2 FEET BELOW LEVEL OF
 KY0475'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE7794 ***********************************************************************
 DE7794  DESIGNATION -  C 110
 DE7794  PID         -  DE7794
 DE7794  STATE/COUNTY-  PA/BRADFORD
 DE7794  USGS QUAD   -  ROME (1978)
 DE7794
 DE7794                         *CURRENT SURVEY CONTROL
 DE7794  ___________________________________________________________________
 DE7794* NAD 83(1996)-  41 46 23.29563(N)    076 22 12.45872(W)     ADJUSTED  
 DE7794* NAVD 88     -       272.6    (meters)     894.     (feet)  GPS OBS   
 DE7794  ___________________________________________________________________
 DE7794  X           -   1,122,631.387 (meters)                     COMP
 DE7794  Y           -  -4,629,838.871 (meters)                     COMP
 DE7794  Z           -   4,227,004.649 (meters)                     COMP
 DE7794  LAPLACE CORR-           4.12  (seconds)                    DEFLEC99
 DE7794  ELLIP HEIGHT-         239.86  (meters)          (09/18/02) GPS OBS
 DE7794  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 DE7794
 DE7794  HORZ ORDER  -  A
 DE7794  ELLP ORDER  -  FOURTH    CLASS II
 DE7794
 DE7794.The horizontal coordinates were established by GPS observations
 DE7794.and adjusted by the National Geodetic Survey in September 2002..
 DE7794
 DE7794.The orthometric height was determined by GPS observations and a
 DE7794.high-resolution geoid model.
 DE7794
 DE7794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7794
 DE7794.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7794
 DE7794.The ellipsoidal height was determined by GPS observations
 DE7794.and is referenced to NAD 83.
 DE7794
 DE7794.The geoid height was determined by GEOID03.
 DE7794
 DE7794;                    North         East     Units Scale Factor Converg.
 DE7794;SPC PA N     -   179,321.348   714,721.062   MT  0.99997608   +0 54 46.2
 DE7794;SPC PA N     -   588,323.46  2,344,880.68   sFT  0.99997608   +0 54 46.2
 DE7794;UTM  18      - 4,625,495.592   386,125.920   MT  0.99975957   -0 54 46.3
 DE7794
 DE7794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7794!SPC PA N     -   0.99996238  x   0.99997608  =   0.99993846
 DE7794!UTM  18      -   0.99996238  x   0.99975957  =   0.99972196
 DE7794
 DE7794                          SUPERSEDED SURVEY CONTROL
 DE7794
 DE7794.No superseded survey control is available for this station.
 DE7794
 DE7794_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM8612625496(NAD 83)
 DE7794_MARKER: DD = SURVEY DISK
 DE7794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7794_STAMPING: C 110 2000
 DE7794_MARK LOGO: NONE  
 DE7794_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7794+STABILITY: SURFACE MOTION
 DE7794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7794+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2003
 DE7794
 DE7794  HISTORY     - Date     Condition        Report By
 DE7794  HISTORY     - 2000     MONUMENTED       PADT
 DE7794  HISTORY     - 20010720 GOOD             PADT
 DE7794  HISTORY     - 20030915 GOOD             PADT
 DE7794
 DE7794                          STATION DESCRIPTION
 DE7794
 DE7794'DESCRIBED BY PA DEPT OF TRANSP 2001 (LAB)
 DE7794'THE STATION IS 1.6 MILES EAST OF WYSOX, 3.8 MILES EAST OF TOWANDA AND
 DE7794'3.8 MILES NNW OF
 DE7794'RUMMERFIELD ON PROPERTY OF WYSOX TOWNSHIP.
 DE7794' 
 DE7794'TO REACH FROM THE JUNCTION OF ROUTES 6 AND 187 IN WYSOX, GO 1.75 MILES
 DE7794'EAST ON RT. 6 TO A
 DE7794'LEFT TURN ONTO T-565 (RED ROCK RD) AND THE MARK ON THE LEFT AFTER 0.15
 DE7794'MILE.
 DE7794' 
 DE7794'THE MARK IS 733 FT NORTH OF THE INTERSECTION OF THE HWY AND RED ROCK
 DE7794'RD, 118.93 FT WEST
 DE7794'OF A MAG NAIL IN ROAD CENTERLINE, 133.25 FT NW OF A PK NAIL IN POLE
 DE7794'7W-1385 AND 76.35 FT SOUTH
 DE7794'OF A MAG NAIL IN A 3 FT BY 3 FT BOULDER.
 DE7794' 
 DE7794' 
 DE7794' 
 DE7794'
 DE7794
 DE7794                          STATION RECOVERY (2003)
 DE7794
 DE7794'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (JAG)
 DE7794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0548 ***********************************************************************
 KY0548  DESIGNATION -  C 111
 KY0548  PID         -  KY0548
 KY0548  STATE/COUNTY-  PA/WASHINGTON
 KY0548  USGS QUAD   -  AVELLA (1979)
 KY0548
 KY0548                         *CURRENT SURVEY CONTROL
 KY0548  ___________________________________________________________________
 KY0548* NAD 83(1986)-  40 18 18.     (N)    080 26 46.     (W)     SCALED    
 KY0548* NAVD 88     -       306.163  (meters)    1004.47   (feet)  ADJUSTED  
 KY0548  ___________________________________________________________________
 KY0548  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KY0548  DYNAMIC HT  -         305.995 (meters)    1003.92  (feet)  COMP
 KY0548  MODELED GRAV-     980,069.3   (mgal)                       NAVD 88
 KY0548
 KY0548  VERT ORDER  -  SECOND    CLASS 0
 KY0548
 KY0548.The horizontal coordinates were scaled from a topographic map and have
 KY0548.an estimated accuracy of +/- 6 seconds.
 KY0548
 KY0548.The orthometric height was determined by differential leveling
 KY0548.and adjusted by the National Geodetic Survey in June 1991..
 KY0548
 KY0548.The geoid height was determined by GEOID03.
 KY0548
 KY0548.The dynamic height is computed by dividing the NAVD 88
 KY0548.geopotential number by the normal gravity value computed on the
 KY0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0548.degrees latitude (g = 980.6199 gals.).
 KY0548
 KY0548.The modeled gravity was interpolated from observed gravity values.
 KY0548
 KY0548;                    North         East    Units  Estimated Accuracy
 KY0548;SPC PA S     -   111,390.      370,840.      MT  (+/- 180 meters Scaled)
 KY0548
 KY0548                          SUPERSEDED SURVEY CONTROL
 KY0548
 KY0548  NGVD 29 (??/??/92)  306.325  (m)         1005.00   (f) ADJ UNCH    2 0
 KY0548
 KY0548.Superseded values are not recommended for survey control.
 KY0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0548.See file dsdata.txt to determine how the superseded data were derived.
 KY0548
 KY0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE470617(NAD 83)
 KY0548_MARKER: DB = BENCH MARK DISK
 KY0548_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0548_SP_SET: ABUTMENT
 KY0548_STAMPING: C 111 1957
 KY0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0548
 KY0548  HISTORY     - Date     Condition        Report By
 KY0548  HISTORY     - 1957     MONUMENTED       CGS
 KY0548
 KY0548                          STATION DESCRIPTION
 KY0548
 KY0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0548'2.8 MI NE FROM AVELLA.
 KY0548'ABOUT 2.75 MILES NORTHEAST ALONG A BLACK TOP ROAD LEADING TO
 KY0548'CROSS CREEK FROM THE POST OFFICE AT AVELLA, ABOUT 0.3 MILE
 KY0548'SOUTHWEST OF JUNCTION OF BLACK TOP ROAD LEADING TO ELDERSVILLE,
 KY0548'ABOUT 0.2 MILE SOUTH OF CEDAR GROVE SCHOOL, 50 FEET WEST OF
 KY0548'CENTER LINE OF BLACK TOP ROAD, IN THE TOP OF SOUTH END OF EAST
 KY0548'CONCRETE ABUTMENT OF BRIDGE UNDER A ROAD LEADING WEST ACROSS NORTH
 KY0548'FORK OF CROSS CREEK, 10 1/2 FEET SOUTH OF CENTER LINE OF ROAD
 KY0548'WEST, 1.7 FEET SOUTH OF STEEL BANISTER AND 1 FOOT ABOVE LEVEL OF
 KY0548'BLACK TOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0356 ***********************************************************************
 KY0356  DESIGNATION -  C 112
 KY0356  PID         -  KY0356
 KY0356  STATE/COUNTY-  PA/WASHINGTON
 KY0356  USGS QUAD   -  BURGETTSTOWN (1979)
 KY0356
 KY0356                         *CURRENT SURVEY CONTROL
 KY0356  ___________________________________________________________________
 KY0356* NAD 83(1986)-  40 22 53.     (N)    080 25 48.     (W)     SCALED    
 KY0356* NAVD 88     -       324.040  (meters)    1063.12   (feet)  ADJUSTED  
 KY0356  ___________________________________________________________________
 KY0356  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KY0356  DYNAMIC HT  -         323.862 (meters)    1062.54  (feet)  COMP
 KY0356  MODELED GRAV-     980,068.5   (mgal)                       NAVD 88
 KY0356
 KY0356  VERT ORDER  -  SECOND    CLASS 0
 KY0356
 KY0356.The horizontal coordinates were scaled from a topographic map and have
 KY0356.an estimated accuracy of +/- 6 seconds.
 KY0356
 KY0356.The orthometric height was determined by differential leveling
 KY0356.and adjusted by the National Geodetic Survey in June 1991..
 KY0356
 KY0356.The geoid height was determined by GEOID03.
 KY0356
 KY0356.The dynamic height is computed by dividing the NAVD 88
 KY0356.geopotential number by the normal gravity value computed on the
 KY0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0356.degrees latitude (g = 980.6199 gals.).
 KY0356
 KY0356.The modeled gravity was interpolated from observed gravity values.
 KY0356
 KY0356;                    North         East    Units  Estimated Accuracy
 KY0356;SPC PA S     -   119,820.      372,470.      MT  (+/- 180 meters Scaled)
 KY0356
 KY0356                          SUPERSEDED SURVEY CONTROL
 KY0356
 KY0356  NGVD 29 (??/??/92)  324.188  (m)         1063.61   (f) ADJ UNCH    2 0
 KY0356
 KY0356.Superseded values are not recommended for survey control.
 KY0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0356.See file dsdata.txt to determine how the superseded data were derived.
 KY0356
 KY0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE483702(NAD 83)
 KY0356_MARKER: DB = BENCH MARK DISK
 KY0356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0356_SP_SET: CULVERT
 KY0356_STAMPING: C 112 1957
 KY0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0356
 KY0356  HISTORY     - Date     Condition        Report By
 KY0356  HISTORY     - 1957     MONUMENTED       CGS
 KY0356
 KY0356                          STATION DESCRIPTION
 KY0356
 KY0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0356'2.3 MI W FROM BURGETTSTOWN.
 KY0356'ABOUT 2.3 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY0356'STATION AT BURGETTSTOWN, ABOUT 2.3 MILES EAST OF RAILROAD
 KY0356'OVERPASS OVER BLACK TOP ROAD AT HANLIN STATION, 98 YARDS
 KY0356'NORTHEAST OF CENTER OF CROSSING OF SOUTHEAST TRACK AND ROAD AT
 KY0356'DINSMORE, IN THE TOP OF THE NORTHEAST END OF SOUTHEAST CONCRETE
 KY0356'HEAD WALL OF A 36-INCH PIPE CULVERT UNDER TRACK, ABOUT 0.2
 KY0356'MILE EAST OF MILE POST 30, 262 FEET NORTHEAST OF CROSSING
 KY0356'WARNING SIGNAL AND ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0994 ***********************************************************************
 KY0994  DESIGNATION -  C 113
 KY0994  PID         -  KY0994
 KY0994  STATE/COUNTY-  PA/WASHINGTON
 KY0994  USGS QUAD   -  BETHANY (1981)
 KY0994
 KY0994                         *CURRENT SURVEY CONTROL
 KY0994  ___________________________________________________________________
 KY0994* NAD 83(1986)-  40 08 54.     (N)    080 29 59.     (W)     SCALED    
 KY0994* NAVD 88     -       400.629  (meters)    1314.40   (feet)  ADJUSTED  
 KY0994  ___________________________________________________________________
 KY0994  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KY0994  DYNAMIC HT  -         400.406 (meters)    1313.67  (feet)  COMP
 KY0994  MODELED GRAV-     980,058.2   (mgal)                       NAVD 88
 KY0994
 KY0994  VERT ORDER  -  SECOND    CLASS 0
 KY0994
 KY0994.The horizontal coordinates were scaled from a topographic map and have
 KY0994.an estimated accuracy of +/- 6 seconds.
 KY0994
 KY0994.The orthometric height was determined by differential leveling
 KY0994.and adjusted by the National Geodetic Survey in June 1991..
 KY0994
 KY0994.The geoid height was determined by GEOID03.
 KY0994
 KY0994.The dynamic height is computed by dividing the NAVD 88
 KY0994.geopotential number by the normal gravity value computed on the
 KY0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0994.degrees latitude (g = 980.6199 gals.).
 KY0994
 KY0994.The modeled gravity was interpolated from observed gravity values.
 KY0994
 KY0994;                    North         East    Units  Estimated Accuracy
 KY0994;SPC PA S     -    94,140.      365,740.      MT  (+/- 180 meters Scaled)
 KY0994
 KY0994                          SUPERSEDED SURVEY CONTROL
 KY0994
 KY0994  NGVD 29 (??/??/92)  400.782  (m)         1314.90   (f) ADJ UNCH    2 0
 KY0994
 KY0994.Superseded values are not recommended for survey control.
 KY0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0994.See file dsdata.txt to determine how the superseded data were derived.
 KY0994
 KY0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE426443(NAD 83)
 KY0994_MARKER: DB = BENCH MARK DISK
 KY0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0994_STAMPING: C 113 1957
 KY0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0994+STABILITY: SURFACE MOTION
 KY0994
 KY0994  HISTORY     - Date     Condition        Report By
 KY0994  HISTORY     - 1957     MONUMENTED       CGS
 KY0994
 KY0994                          STATION DESCRIPTION
 KY0994
 KY0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0994'3.4 MI NE FROM WEST ALEXANDER.
 KY0994'ABOUT 3.4 MILES NORTHEAST ALONG AN ASPHALT ROAD LEADING TO
 KY0994'AVELLA VIA DUNSFORT FROM THE JUNCTION OF U.S. HIGHWAY 40 AT WEST
 KY0994'ALEXANDER, ABOUT 1.55 MILE NORTH OF THE CROSSING OF A HIGH
 KY0994'TRANSMISSION POWER LINE, 17 FEET WEST-NORTHWEST OF THE CENTER
 KY0994'LINE OF THE ROAD, 37 1/2 FEET WEST AND ACROSS THE ROAD FROM
 KY0994'TELEPHONE POLE NO. 27-31, 107 FEET SOUTHEAST OF THE SOUTHEAST
 KY0994'CORNER OF A HOUSE, 69 FEET NORTH-NORTHWEST OF A 20-INCH OAK
 KY0994'TREE, 31 1/2 FEET SOUTH-SOUTHEAST OF TELEPHONE POLE NO. 53-1,
 KY0994'ABOUT LEVEL WITH THE BLACK TOP ROAD AND SET IN THE TOP OF A
 KY0994'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0493 ***********************************************************************
 KY0493  DESIGNATION -  C 114
 KY0493  PID         -  KY0493
 KY0493  STATE/COUNTY-  PA/WASHINGTON
 KY0493  USGS QUAD   -  CLAYSVILLE (1977)
 KY0493
 KY0493                         *CURRENT SURVEY CONTROL
 KY0493  ___________________________________________________________________
 KY0493* NAD 83(1986)-  40 02 02.     (N)    080 27 05.     (W)     SCALED    
 KY0493* NAVD 88     -       321.172  (meters)    1053.71   (feet)  ADJUSTED  
 KY0493  ___________________________________________________________________
 KY0493  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 KY0493  DYNAMIC HT  -         320.985 (meters)    1053.10  (feet)  COMP
 KY0493  MODELED GRAV-     980,034.1   (mgal)                       NAVD 88
 KY0493
 KY0493  VERT ORDER  -  SECOND    CLASS 0
 KY0493
 KY0493.The horizontal coordinates were scaled from a topographic map and have
 KY0493.an estimated accuracy of +/- 6 seconds.
 KY0493
 KY0493.The orthometric height was determined by differential leveling
 KY0493.and adjusted by the National Geodetic Survey in June 1991..
 KY0493
 KY0493.The geoid height was determined by GEOID03.
 KY0493
 KY0493.The dynamic height is computed by dividing the NAVD 88
 KY0493.geopotential number by the normal gravity value computed on the
 KY0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0493.degrees latitude (g = 980.6199 gals.).
 KY0493
 KY0493.The modeled gravity was interpolated from observed gravity values.
 KY0493
 KY0493;                    North         East    Units  Estimated Accuracy
 KY0493;SPC PA S     -    81,310.      369,470.      MT  (+/- 180 meters Scaled)
 KY0493
 KY0493                          SUPERSEDED SURVEY CONTROL
 KY0493
 KY0493  NGVD 29 (??/??/92)  321.312  (m)         1054.17   (f) ADJ UNCH    2 0
 KY0493
 KY0493.Superseded values are not recommended for survey control.
 KY0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0493.See file dsdata.txt to determine how the superseded data were derived.
 KY0493
 KY0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE468316(NAD 83)
 KY0493_MARKER: DB = BENCH MARK DISK
 KY0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0493_STAMPING: C 114 1957
 KY0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0493+STABILITY: SURFACE MOTION
 KY0493
 KY0493  HISTORY     - Date     Condition        Report By
 KY0493  HISTORY     - 1957     MONUMENTED       CGS
 KY0493
 KY0493                          STATION DESCRIPTION
 KY0493
 KY0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0493'0.4 MI SW FROM GOOD INTENT.
 KY0493'ABOUT 0.45 MILE SOUTHWEST ALONG A GRAVEL ROAD FOLLOWING ROBINSON
 KY0493'RUN FROM THE CHURCH AND SCHOOL AT GOOD INTENT, ABOUT 0.75 MILE
 KY0493'NORTHEAST OF JUNCTION OF A ROAD LEADING NORTHWEST, 0.4 MILE
 KY0493'NORTHEAST OF A SMALL BRIDGE OVER MOUTH OF BLOCKHOUSE RUN, 20
 KY0493'FEET WEST-NORTHWEST OF CENTER LINE OF ROAD, 21 1/2 FEET SOUTHWEST
 KY0493'OF NORTHWEST END OF A 24-INCH PIPE CULVERT UNDER ROAD, 41 FEET
 KY0493'SOUTHWEST OF CENTER LINE OF A DRIVE NORTHWEST INTO A PASTURE,
 KY0493'ACROSS ROAD FROM A GAP IN FENCE LINE, 3 FEET EAST OF A
 KY0493'CONCRETE WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND
 KY0493'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0424 ***********************************************************************
 KY0424  DESIGNATION -  C 115
 KY0424  PID         -  KY0424
 KY0424  STATE/COUNTY-  PA/WASHINGTON
 KY0424  USGS QUAD   -  CLAYSVILLE (1977)
 KY0424
 KY0424                         *CURRENT SURVEY CONTROL
 KY0424  ___________________________________________________________________
 KY0424* NAD 83(1986)-  40 06 55.     (N)    080 26 39.     (W)     SCALED    
 KY0424* NAVD 88     -       321.123  (meters)    1053.55   (feet)  ADJUSTED  
 KY0424  ___________________________________________________________________
 KY0424  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KY0424  DYNAMIC HT  -         320.941 (meters)    1052.95  (feet)  COMP
 KY0424  MODELED GRAV-     980,050.6   (mgal)                       NAVD 88
 KY0424
 KY0424  VERT ORDER  -  SECOND    CLASS 0
 KY0424
 KY0424.The horizontal coordinates were scaled from a topographic map and have
 KY0424.an estimated accuracy of +/- 6 seconds.
 KY0424
 KY0424.The orthometric height was determined by differential leveling
 KY0424.and adjusted by the National Geodetic Survey in June 1991..
 KY0424
 KY0424.The geoid height was determined by GEOID03.
 KY0424
 KY0424.The dynamic height is computed by dividing the NAVD 88
 KY0424.geopotential number by the normal gravity value computed on the
 KY0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0424.degrees latitude (g = 980.6199 gals.).
 KY0424
 KY0424.The modeled gravity was interpolated from observed gravity values.
 KY0424
 KY0424;                    North         East    Units  Estimated Accuracy
 KY0424;SPC PA S     -    90,330.      370,360.      MT  (+/- 180 meters Scaled)
 KY0424
 KY0424                          SUPERSEDED SURVEY CONTROL
 KY0424
 KY0424  NGVD 29 (??/??/92)  321.265  (m)         1054.02   (f) ADJ UNCH    2 0
 KY0424
 KY0424.Superseded values are not recommended for survey control.
 KY0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0424.See file dsdata.txt to determine how the superseded data were derived.
 KY0424
 KY0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE473407(NAD 83)
 KY0424_MARKER: DB = BENCH MARK DISK
 KY0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0424_STAMPING: C 115 1935
 KY0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0424+STABILITY: SURFACE MOTION
 KY0424
 KY0424  HISTORY     - Date     Condition        Report By
 KY0424  HISTORY     - 1935     MONUMENTED       CGS
 KY0424  HISTORY     - 1960     GOOD             NGS
 KY0424  HISTORY     - 1960     GOOD             NGS
 KY0424
 KY0424                          STATION DESCRIPTION
 KY0424
 KY0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0424'1.8 MI SW FROM CLAYSVILLE.
 KY0424'ABOUT 1.8 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY0424'FROM THE STATION AT CLAYSVILLE, 1.0 MILE EAST-NORTHEAST OF A ROAD
 KY0424'CROSSING AT VIENNA, 252 YARDS (0.15 MILE) WEST OF SIGNAL NO.
 KY0424'483, 42 1/2 FEET WEST OF MILEAGE POLE 48+21, 60 FEET EAST OF
 KY0424'MILEAGE POLE NO. 48+22, 29 FEET SOUTH OF THE SOUTH RAIL, 10 1/2
 KY0424'FEET SOUTH OF EAST GATE POST OF SMALL WOODEN GATE, 154 FEET
 KY0424'EAST-SOUTHEAST OF AND ACROSS THE TRACK FROM A WHISTLE POST,
 KY0424'180 YARDS (0.1 MILE) EAST OF SIGNAL NO. 484, 0.3 MILE EAST OF THE
 KY0424'CROSSING OF A SMALL ROAD LEADING NORTH-SOUTH, ABOUT 2 FEET
 KY0424'BELOW THE LEVEL OF THE TRACK, AND SET IN TOP OF A CONCRETE POST
 KY0424'FLUSH WITH THE GROUND.
 KY0424
 KY0424                          STATION RECOVERY (1960)
 KY0424
 KY0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KY0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0332 ***********************************************************************
 KY0332  DESIGNATION -  C 116
 KY0332  PID         -  KY0332
 KY0332  STATE/COUNTY-  PA/WASHINGTON
 KY0332  USGS QUAD   -  WASHINGTON EAST (1977)
 KY0332
 KY0332                         *CURRENT SURVEY CONTROL
 KY0332  ___________________________________________________________________
 KY0332* NAD 83(1986)-  40 07 41.     (N)    080 14 28.     (W)     SCALED    
 KY0332* NAVD 88     -       408.745  (meters)    1341.02   (feet)  ADJUSTED  
 KY0332  ___________________________________________________________________
 KY0332  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KY0332  DYNAMIC HT  -         408.515 (meters)    1340.27  (feet)  COMP
 KY0332  MODELED GRAV-     980,050.5   (mgal)                       NAVD 88
 KY0332
 KY0332  VERT ORDER  -  SECOND    CLASS 0
 KY0332
 KY0332.The horizontal coordinates were scaled from a topographic map and have
 KY0332.an estimated accuracy of +/- 6 seconds.
 KY0332
 KY0332.The orthometric height was determined by differential leveling
 KY0332.and adjusted by the National Geodetic Survey in June 1991..
 KY0332
 KY0332.The geoid height was determined by GEOID03.
 KY0332
 KY0332.The dynamic height is computed by dividing the NAVD 88
 KY0332.geopotential number by the normal gravity value computed on the
 KY0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0332.degrees latitude (g = 980.6199 gals.).
 KY0332
 KY0332.The modeled gravity was interpolated from observed gravity values.
 KY0332
 KY0332;                    North         East    Units  Estimated Accuracy
 KY0332;SPC PA S     -    91,240.      387,710.      MT  (+/- 180 meters Scaled)
 KY0332
 KY0332                          SUPERSEDED SURVEY CONTROL
 KY0332
 KY0332  NGVD 29 (??/??/92)  408.876  (m)         1341.45   (f) ADJ UNCH    2 0
 KY0332
 KY0332.Superseded values are not recommended for survey control.
 KY0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0332.See file dsdata.txt to determine how the superseded data were derived.
 KY0332
 KY0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE646422(NAD 83)
 KY0332_MARKER: DB = BENCH MARK DISK
 KY0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0332_STAMPING: C 116 1935
 KY0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0332+STABILITY: SURFACE MOTION
 KY0332
 KY0332  HISTORY     - Date     Condition        Report By
 KY0332  HISTORY     - 1935     MONUMENTED       CGS
 KY0332  HISTORY     - 1936     GOOD             NGS
 KY0332
 KY0332                          STATION DESCRIPTION
 KY0332
 KY0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KY0332'AT JUDGE CHAMBERS.
 KY0332'AT JUDGE CHAMBERS, ON THE WAYNESBURG AND WASHINGTON RAILROAD,
 KY0332'60 FEET NORTHEAST OF THE STATION, 0.7 MILE NORTH OF VANKIRK,
 KY0332'44 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 18 FEET
 KY0332'SOUTHWEST OF THE CENTERLINE OF A NORTH-AND-SOUTH ROAD PARALLEL
 KY0332'TO THE TRACK, AND 9.4 FEET WEST OF TELEPHONE POLE 493/35.  A
 KY0332'STANDARD DISK, STAMPED C 116 1935 AND SET IN THE TOP OF A
 KY0332'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0530 ***********************************************************************
 KX0530  DESIGNATION -  C 117
 KX0530  PID         -  KX0530
 KX0530  STATE/COUNTY-  PA/SOMERSET
 KX0530  USGS QUAD   -  HOOVERSVILLE (1994)
 KX0530
 KX0530                         *CURRENT SURVEY CONTROL
 KX0530  ___________________________________________________________________
 KX0530* NAD 83(1986)-  40 13 16.     (N)    078 54 01.     (W)     SCALED    
 KX0530* NAVD 88     -       445.693  (meters)    1462.24   (feet)  ADJUSTED  
 KX0530  ___________________________________________________________________
 KX0530  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KX0530  DYNAMIC HT  -         445.442 (meters)    1461.42  (feet)  COMP
 KX0530  MODELED GRAV-     980,048.1   (mgal)                       NAVD 88
 KX0530
 KX0530  VERT ORDER  -  SECOND    CLASS 0
 KX0530
 KX0530.The horizontal coordinates were scaled from a topographic map and have
 KX0530.an estimated accuracy of +/- 6 seconds.
 KX0530
 KX0530.The orthometric height was determined by differential leveling
 KX0530.and adjusted by the National Geodetic Survey in June 1991..
 KX0530
 KX0530.The geoid height was determined by GEOID03.
 KX0530
 KX0530.The dynamic height is computed by dividing the NAVD 88
 KX0530.geopotential number by the normal gravity value computed on the
 KX0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0530.degrees latitude (g = 980.6199 gals.).
 KX0530
 KX0530.The modeled gravity was interpolated from observed gravity values.
 KX0530
 KX0530;                    North         East    Units  Estimated Accuracy
 KX0530;SPC PA S     -    99,210.      502,100.      MT  (+/- 180 meters Scaled)
 KX0530
 KX0530                          SUPERSEDED SURVEY CONTROL
 KX0530
 KX0530  NGVD 29 (??/??/92)  445.85   (m)         1462.8    (f) COMPUTED    2 0
 KX0530
 KX0530.Superseded values are not recommended for survey control.
 KX0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0530.See file dsdata.txt to determine how the superseded data were derived.
 KX0530
 KX0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE786544(NAD 83)
 KX0530_MARKER: DB = BENCH MARK DISK
 KX0530_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0530_SP_SET: BRIDGE
 KX0530_STAMPING: C 117 1935
 KX0530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0530
 KX0530  HISTORY     - Date     Condition        Report By
 KX0530  HISTORY     - 1935     MONUMENTED       CGS
 KX0530
 KX0530                          STATION DESCRIPTION
 KX0530
 KX0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX0530'2.3 MI N FROM HOLSOPPLE.
 KX0530'ABOUT 2.3 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KX0530'THE STATION AT HOLSOPPLE, SOMERSET COUNTY, ABOUT 0.6 MILE WEST
 KX0530'OF THE WAITING STATION AT FOUSTWELL, AT TWO SPAN STEEL GIRDER
 KX0530'BRIDGE 250 OVER STONEY CREEK, IN THE TOP OF THE SOUTHWEST WING
 KX0530'WALL, 4 FEET NORTH OF THE SOUTH END OF A CONCRETE WALL, AND 6
 KX0530'FEET WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 KX0530'STAMPED C 117 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE7795 ***********************************************************************
 DE7795  DESIGNATION -  C 118
 DE7795  PID         -  DE7795
 DE7795  STATE/COUNTY-  PA/LYCOMING
 DE7795  USGS QUAD   -  WHITE PINE (1986)
 DE7795
 DE7795                         *CURRENT SURVEY CONTROL
 DE7795  ___________________________________________________________________
 DE7795* NAD 83(1996)-  41 27 18.21991(N)    077 07 28.42181(W)     ADJUSTED  
 DE7795* NAVD 88     -       516.1    (meters)    1693.     (feet)  GPS OBS   
 DE7795  ___________________________________________________________________
 DE7795  X           -   1,066,841.846 (meters)                     COMP
 DE7795  Y           -  -4,667,269.267 (meters)                     COMP
 DE7795  Z           -   4,200,752.815 (meters)                     COMP
 DE7795  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 DE7795  ELLIP HEIGHT-         483.26  (meters)          (09/18/02) GPS OBS
 DE7795  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 DE7795
 DE7795  HORZ ORDER  -  A
 DE7795  ELLP ORDER  -  FOURTH    CLASS II
 DE7795
 DE7795.The horizontal coordinates were established by GPS observations
 DE7795.and adjusted by the National Geodetic Survey in September 2002..
 DE7795
 DE7795.The orthometric height was determined by GPS observations and a
 DE7795.high-resolution geoid model.
 DE7795
 DE7795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7795
 DE7795.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7795
 DE7795.The ellipsoidal height was determined by GPS observations
 DE7795.and is referenced to NAD 83.
 DE7795
 DE7795.The geoid height was determined by GEOID03.
 DE7795
 DE7795;                    North         East     Units Scale Factor Converg.
 DE7795;SPC PA N     -   143,269.975   652,255.096   MT  0.99995706   +0 24 49.5
 DE7795;SPC PA N     -   470,044.91  2,139,940.26   sFT  0.99995706   +0 24 49.5
 DE7795;UTM  18      - 4,591,453.759   322,550.576   MT  0.99998752   -1 24 24.8
 DE7795
 DE7795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7795!SPC PA N     -   0.99992421  x   0.99995706  =   0.99988127
 DE7795!UTM  18      -   0.99992421  x   0.99998752  =   0.99991173
 DE7795
 DE7795                          SUPERSEDED SURVEY CONTROL
 DE7795
 DE7795.No superseded survey control is available for this station.
 DE7795
 DE7795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL2255191454(NAD 83)
 DE7795_MARKER: DD = SURVEY DISK
 DE7795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7795_STAMPING: C 118 2001
 DE7795_MARK LOGO: PADT  
 DE7795_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7795+STABILITY: SURFACE MOTION
 DE7795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7795+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2001
 DE7795
 DE7795  HISTORY     - Date     Condition        Report By
 DE7795  HISTORY     - 2001     MONUMENTED       PADT
 DE7795  HISTORY     - 20010720 GOOD             PADT
 DE7795
 DE7795                          STATION DESCRIPTION
 DE7795
 DE7795'DESCRIBED BY PA DEPT OF TRANSP 2001 (LAB)
 DE7795'THE STATION IS IN THE FRONT YARD OF THE STEAM VALLEY CEMETERY
 DE7795'CHRISTIAN CHURCH, ALONG
 DE7795'TWP RD 623 (STEAM VALLEY RD), IN COGAN HOUSE TWP. IT IS 13 MILES SE OF
 DE7795'MORRIS, 7 MILES SOUTH
 DE7795'OF LIBERTY, AND 6 MILES NW OF TROUT RUN. PHONE NUMBERS FOR THE CHURCH
 DE7795'ARE 570-324-6263
 DE7795'AND 570-998-2500.
 DE7795' 
 DE7795'TO REACH FROM THE STATE ROUTE 14 OVERPASS ON STATE ROUTE 15 AT TROUT
 DE7795'RUN, TRAVEL 6.5
 DE7795'MILES NORTH ON SR 15 TO THE INTERSECTION WITH STEAM VALLEY RD (T623).
 DE7795'TURN RIGHT AND GO
 DE7795'100 FT TO JUNCTION WITH STEAM MILL RD, THEN TURN RIGHT AGAIN FOLLOWING
 DE7795'STEAM VALLEY RD
 DE7795'FOR 450 FT TO THE STATION ON THE LEFT.
 DE7795' 
 DE7795'THE STATION IS 87.8 FT WNW OF AN ELECTRIC POLE THAT IS THE POWER DROP
 DE7795'FOR THE CHURCH,
 DE7795'76.0 FT SE AND ACROSS PARKING AREA FROM A 26 INCH STUMP, 74.6 FT SW OF
 DE7795'NW CHURCH CORNER,
 DE7795'44.0 FT WSW OF SW CHURCH CORNER, 34.1 FT WEST OF 4 INCH SILVER MAPLE,
 DE7795'17.2 FT WSW OF 3 INCH
 DE7795'SILVER MAPLE, AND 17.0 FT NE OF RD CENTERLINE.
 DE7795' 
 DE7795'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JX0044 ***********************************************************************
 JX0044  DESIGNATION -  C 119
 JX0044  PID         -  JX0044
 JX0044  STATE/COUNTY-  PA/GREENE
 JX0044  USGS QUAD   -  GARARDS FORT (1979)
 JX0044
 JX0044                         *CURRENT SURVEY CONTROL
 JX0044  ___________________________________________________________________
 JX0044* NAD 83(1986)-  39 45 33.     (N)    080 05 02.     (W)     SCALED    
 JX0044* NAVD 88     -       290.770  (meters)     953.97   (feet)  ADJUSTED  
 JX0044  ___________________________________________________________________
 JX0044  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JX0044  DYNAMIC HT  -         290.602 (meters)     953.42  (feet)  COMP
 JX0044  MODELED GRAV-     980,042.2   (mgal)                       NAVD 88
 JX0044
 JX0044  VERT ORDER  -  SECOND    CLASS 0
 JX0044
 JX0044.The horizontal coordinates were scaled from a topographic map and have
 JX0044.an estimated accuracy of +/- 6 seconds.
 JX0044
 JX0044.The orthometric height was determined by differential leveling
 JX0044.and adjusted by the National Geodetic Survey in June 1991..
 JX0044
 JX0044.The geoid height was determined by GEOID03.
 JX0044
 JX0044.The dynamic height is computed by dividing the NAVD 88
 JX0044.geopotential number by the normal gravity value computed on the
 JX0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0044.degrees latitude (g = 980.6199 gals.).
 JX0044
 JX0044.The modeled gravity was interpolated from observed gravity values.
 JX0044
 JX0044;                    North         East    Units  Estimated Accuracy
 JX0044;SPC PA S     -    49,930.      400,020.      MT  (+/- 180 meters Scaled)
 JX0044
 JX0044                          SUPERSEDED SURVEY CONTROL
 JX0044
 JX0044  NGVD 29 (??/??/92)  290.899  (m)          954.39   (f) ADJ UNCH    2 0
 JX0044
 JX0044.Superseded values are not recommended for survey control.
 JX0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0044.See file dsdata.txt to determine how the superseded data were derived.
 JX0044
 JX0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE784014(NAD 83)
 JX0044_MARKER: DD = SURVEY DISK
 JX0044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0044_SP_SET: BRIDGE
 JX0044_STAMPING: C 119 1935
 JX0044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0044
 JX0044  HISTORY     - Date     Condition        Report By
 JX0044  HISTORY     - 1935     MONUMENTED       PADH
 JX0044  HISTORY     - 1935     GOOD             NGS
 JX0044
 JX0044                          STATION DESCRIPTION
 JX0044
 JX0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JX0044'2 MI NW FROM MOUNT MORRIS.
 JX0044'2.0 MILES NORTHWEST ALONG U.S. HIGHWAY 19 FROM THE DUNKARD CREEK
 JX0044'BRIDGE AT MOUNT MORRIS, GREENE COUNTY, AT BRIDGE 170/51, AND IN
 JX0044'THE TOP OF THE SOUTH SIDE OF THE WEST CONCRETE WING WALL OF THE
 JX0044'SOUTH ABUTMENT.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD
 JX0044'DISK, STAMPED C 119 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1486 ***********************************************************************
 KV1486  DESIGNATION -  C 12
 KV1486  PID         -  KV1486
 KV1486  STATE/COUNTY-  PA/NORTHAMPTON
 KV1486  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV1486
 KV1486                         *CURRENT SURVEY CONTROL
 KV1486  ___________________________________________________________________
 KV1486* NAD 83(1986)-  40 36 58.     (N)    075 22 58.     (W)     SCALED    
 KV1486* NAVD 88     -        73.352  (meters)     240.66   (feet)  ADJUSTED  
 KV1486  ___________________________________________________________________
 KV1486  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 KV1486  DYNAMIC HT  -          73.317 (meters)     240.54  (feet)  COMP
 KV1486  MODELED GRAV-     980,145.6   (mgal)                       NAVD 88
 KV1486
 KV1486  VERT ORDER  -  FIRST     CLASS II
 KV1486
 KV1486.The horizontal coordinates were scaled from a topographic map and have
 KV1486.an estimated accuracy of +/- 6 seconds.
 KV1486
 KV1486.The orthometric height was determined by differential leveling
 KV1486.and adjusted by the National Geodetic Survey in June 1991..
 KV1486
 KV1486.The geoid height was determined by GEOID03.
 KV1486
 KV1486.The dynamic height is computed by dividing the NAVD 88
 KV1486.geopotential number by the normal gravity value computed on the
 KV1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1486.degrees latitude (g = 980.6199 gals.).
 KV1486
 KV1486.The modeled gravity was interpolated from observed gravity values.
 KV1486
 KV1486;                    North         East    Units  Estimated Accuracy
 KV1486;SPC PA S     -   145,120.      800,290.      MT  (+/- 180 meters Scaled)
 KV1486
 KV1486                          SUPERSEDED SURVEY CONTROL
 KV1486
 KV1486  NGVD 29 (??/??/??)   73.564  (m)          241.35   (f) ADJUSTED    1 2
 KV1486
 KV1486.Superseded values are not recommended for survey control.
 KV1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1486.See file dsdata.txt to determine how the superseded data were derived.
 KV1486
 KV1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK676962(NAD 83)
 KV1486_MARKER: DB = BENCH MARK DISK
 KV1486_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1486_SP_SET: WINDOW SILL
 KV1486_STAMPING: 241.351 C 12 1932
 KV1486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1486_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1486+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2004
 KV1486
 KV1486  HISTORY     - Date     Condition        Report By
 KV1486  HISTORY     - 1932     MONUMENTED       CGS
 KV1486  HISTORY     - 1960     GOOD             CGS
 KV1486  HISTORY     - 1975     GOOD             USGS
 KV1486  HISTORY     - 1979     GOOD             NGS
 KV1486  HISTORY     - 1984     GOOD             USPSQD
 KV1486  HISTORY     - 1987     GOOD             LOCSUR
 KV1486  HISTORY     - 19940506 GOOD             USPSQD
 KV1486  HISTORY     - 20040222 GOOD             USPSQD
 KV1486  HISTORY     - 20060227 GOOD             PADT
 KV1486
 KV1486                          STATION DESCRIPTION
 KV1486
 KV1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1486'AT BETHLEHEM.
 KV1486'AT BETHLEHEM, NORTHAMPTON COUNTY, AT THE CENTRAL RAILROAD OF NEW
 KV1486'JERSEY PASSENGER STATION, NEAR THE WEST END OF THE SOUTH SIDE
 KV1486'OF THE BUILDING, AT THE FIRST WINDOW WEST OF THE ENTRANCE
 KV1486'TO THE MAIN WAITING ROOM, AND IN THE MIDDLE OF THE FACE OF THE
 KV1486'STONE WINDOWSILL.  A STANDARD DISK, STAMPED 241.351 C 12 1932 AND
 KV1486'SET VERTICALLY.
 KV1486
 KV1486                          STATION RECOVERY (1960)
 KV1486
 KV1486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KV1486'RECOVERED IN GOOD CONDITION.
 KV1486
 KV1486                          STATION RECOVERY (1975)
 KV1486
 KV1486'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KV1486'RECOVERED IN GOOD CONDITION.
 KV1486
 KV1486                          STATION RECOVERY (1979)
 KV1486
 KV1486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV1486'RECOVERED IN GOOD CONDITION.
 KV1486
 KV1486                          STATION RECOVERY (1984)
 KV1486
 KV1486'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV1486'STANDARD DISK SET VERTICALLY INSIDE THE ENTRANCE DOORS TO RESTAURANT
 KV1486'IN OLD CENTRAL RAILROAD OF NEW JERSEY PASSENGER STATION.
 KV1486
 KV1486                          STATION RECOVERY (1987)
 KV1486
 KV1486'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (CT)
 KV1486'RECOVERED IN GOOD CONDITION.
 KV1486
 KV1486                          STATION RECOVERY (1994)
 KV1486
 KV1486'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1486'RECOVERED IN GOOD CONDITION.
 KV1486
 KV1486                          STATION RECOVERY (2004)
 KV1486
 KV1486'RECOVERY NOTE BY US POWER SQUADRON 2004 (NCS)
 KV1486'RECOVERED IN GOOD CONDITION.
 KV1486
 KV1486                          STATION RECOVERY (2006)
 KV1486
 KV1486'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (SQ)
 KV1486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JX0017 ***********************************************************************
 JX0017  DESIGNATION -  C 120
 JX0017  PID         -  JX0017
 JX0017  STATE/COUNTY-  PA/GREENE
 JX0017  USGS QUAD   -  MATHER (1994)
 JX0017
 JX0017                         *CURRENT SURVEY CONTROL
 JX0017  ___________________________________________________________________
 JX0017* NAD 83(1986)-  39 59 01.     (N)    080 00 37.     (W)     SCALED    
 JX0017* NAVD 88     -       237.641  (meters)     779.66   (feet)  ADJUSTED  
 JX0017  ___________________________________________________________________
 JX0017  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JX0017  DYNAMIC HT  -         237.506 (meters)     779.22  (feet)  COMP
 JX0017  MODELED GRAV-     980,053.1   (mgal)                       NAVD 88
 JX0017
 JX0017  VERT ORDER  -  SECOND    CLASS 0
 JX0017
 JX0017.The horizontal coordinates were scaled from a topographic map and have
 JX0017.an estimated accuracy of +/- 6 seconds.
 JX0017
 JX0017.The orthometric height was determined by differential leveling
 JX0017.and adjusted by the National Geodetic Survey in September 1994..
 JX0017
 JX0017.The geoid height was determined by GEOID03.
 JX0017
 JX0017.The dynamic height is computed by dividing the NAVD 88
 JX0017.geopotential number by the normal gravity value computed on the
 JX0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0017.degrees latitude (g = 980.6199 gals.).
 JX0017
 JX0017.The modeled gravity was interpolated from observed gravity values.
 JX0017
 JX0017;                    North         East    Units  Estimated Accuracy
 JX0017;SPC PA S     -    74,670.      406,960.      MT  (+/- 180 meters Scaled)
 JX0017
 JX0017                          SUPERSEDED SURVEY CONTROL
 JX0017
 JX0017  NAVD 88 (06/15/91)  237.655  (m)          779.71   (f) UNKNOWN     2 0
 JX0017  NGVD 29 (??/??/92)  237.807  (m)          780.21   (f) ADJ UNCH    2 0
 JX0017
 JX0017.Superseded values are not recommended for survey control.
 JX0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0017.See file dsdata.txt to determine how the superseded data were derived.
 JX0017
 JX0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE845264(NAD 83)
 JX0017_MARKER: DB = BENCH MARK DISK
 JX0017_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JX0017_SP_SET: BRIDGE WINGWALL
 JX0017_STAMPING: C 120 1935
 JX0017_MARK LOGO: PADH  
 JX0017_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX0017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0017
 JX0017  HISTORY     - Date     Condition        Report By
 JX0017  HISTORY     - 1935     MONUMENTED       PADH
 JX0017  HISTORY     - 1936     GOOD             NGS
 JX0017  HISTORY     - 19890919 GOOD             HARTMN
 JX0017
 JX0017                          STATION DESCRIPTION
 JX0017
 JX0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 JX0017'1.3 MI S FROM MILLSBORO.
 JX0017'IN GREENE COUNTY, ABOUT 1.3 MILES SOUTH ALONG STATE HIGHWAY 88
 JX0017'FROM A HIGH SCHOOL AT MILLSBORO, WASHINGTON COUNTY, 425 FEET
 JX0017'SOUTHWEST OF THE CENTER OF THE JUNCTION OF A ROAD LEADING
 JX0017'SOUTHWEST, 30 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 JX0017'AT A LARGE STEEL-GIRDER BRIDGE OVER A RIVER, AND IN THE TOP OF
 JX0017'THE SOUTHWEST WING WALL OF THE NORTHEAST ABUTMENT.  A
 JX0017'PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD DISK, STAMPED C 120
 JX0017'1935.
 JX0017
 JX0017                          STATION RECOVERY (1989)
 JX0017
 JX0017'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1989
 JX0017'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 66.2, IN EAST
 JX0017'BETHLEHEM TOWNSHIP, ON THE LEFT BANK OF TEN MILE CREEK, AT A LARGE
 JX0017'STEEL-GIRDER BRIDGE OF ROUTE 88 OVER TEN MILE CREEK.  A PENNSYLVANIA
 JX0017'DEPARTMENT OF HIGHWAYS DISK SET IN THE WESTERLY WINGWALL OF THE
 JX0017'NORTHEAST ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0912 ***********************************************************************
 JW0912  DESIGNATION -  C 121
 JW0912  PID         -  JW0912
 JW0912  STATE/COUNTY-  PA/FAYETTE
 JW0912  USGS QUAD   -  UNIONTOWN (1977)
 JW0912
 JW0912                         *CURRENT SURVEY CONTROL
 JW0912  ___________________________________________________________________
 JW0912* NAD 83(1986)-  39 54 37.     (N)    079 43 25.     (W)     SCALED    
 JW0912* NAVD 88     -       296.753  (meters)     973.60   (feet)  POSTED    
 JW0912  ___________________________________________________________________
 JW0912  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JW0912  DYNAMIC HT  -         296.580 (meters)     973.03  (feet)  COMP
 JW0912  MODELED GRAV-     980,049.6   (mgal)                       NAVD 88
 JW0912
 JW0912  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JW0912
 JW0912.The horizontal coordinates were scaled from a topographic map and have
 JW0912.an estimated accuracy of +/- 6 seconds.
 JW0912
 JW0912.The orthometric height was determined by differential leveling
 JW0912.and adjusted by the National Geodetic Survey in 1992..
 JW0912.No vertical observational check was made to the station.
 JW0912.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JW0912.was located on a no-check spur therefore a value was not computed.
 JW0912
 JW0912.The geoid height was determined by GEOID03.
 JW0912
 JW0912.The dynamic height is computed by dividing the NAVD 88
 JW0912.geopotential number by the normal gravity value computed on the
 JW0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0912.degrees latitude (g = 980.6199 gals.).
 JW0912
 JW0912.The modeled gravity was interpolated from observed gravity values.
 JW0912
 JW0912;                    North         East    Units  Estimated Accuracy
 JW0912;SPC PA S     -    65,950.      431,260.      MT  (+/- 180 meters Scaled)
 JW0912
 JW0912                          SUPERSEDED SURVEY CONTROL
 JW0912
 JW0912  NGVD 29 (??/??/92)  296.82   (m)          973.8    (f) COMPUTED    1 2
 JW0912
 JW0912.Superseded values are not recommended for survey control.
 JW0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0912.See file dsdata.txt to determine how the superseded data were derived.
 JW0912
 JW0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE090185(NAD 83)
 JW0912_MARKER: DB = BENCH MARK DISK
 JW0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0912_STAMPING: C 121 1935
 JW0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0912+STABILITY: SURFACE MOTION
 JW0912
 JW0912  HISTORY     - Date     Condition        Report By
 JW0912  HISTORY     - 1935     MONUMENTED       CGS
 JW0912
 JW0912                          STATION DESCRIPTION
 JW0912
 JW0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0912'AT UNIONTOWN.
 JW0912'110 FEET SOUTHWEST OF THE AMERICAN RAILWAY EXPRESS BUILDING.
 JW0912'75 FEET SOUTHEAST OF SOUTH CORNER OF PENNSYLVANIA RAILROAD
 JW0912'STATION.  45 FEET SOUTHEAST OF CENTER LINE OF MAIN TRACK.
 JW0912'MARK RESET IN A GRASS PLOT NORTH AND EAST OF THE PASSENGER
 JW0912'STATION, 25 FEET FROM THE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0913 ***********************************************************************
 JW0913  DESIGNATION -  C 121 RESET 1940
 JW0913  PID         -  JW0913
 JW0913  STATE/COUNTY-  PA/FAYETTE
 JW0913  USGS QUAD   -  UNIONTOWN (1977)
 JW0913
 JW0913                         *CURRENT SURVEY CONTROL
 JW0913  ___________________________________________________________________
 JW0913* NAD 83(1986)-  39 54 37.     (N)    079 43 25.     (W)     SCALED    
 JW0913* NAVD 88     -       296.955  (meters)     974.26   (feet)  ADJUSTED  
 JW0913  ___________________________________________________________________
 JW0913  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 JW0913  DYNAMIC HT  -         296.787 (meters)     973.71  (feet)  COMP
 JW0913  MODELED GRAV-     980,049.6   (mgal)                       NAVD 88
 JW0913
 JW0913  VERT ORDER  -  FIRST     CLASS II
 JW0913
 JW0913.The horizontal coordinates were scaled from a topographic map and have
 JW0913.an estimated accuracy of +/- 6 seconds.
 JW0913
 JW0913.The orthometric height was determined by differential leveling
 JW0913.and adjusted by the National Geodetic Survey in June 1991..
 JW0913
 JW0913.The geoid height was determined by GEOID03.
 JW0913
 JW0913.The dynamic height is computed by dividing the NAVD 88
 JW0913.geopotential number by the normal gravity value computed on the
 JW0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0913.degrees latitude (g = 980.6199 gals.).
 JW0913
 JW0913.The modeled gravity was interpolated from observed gravity values.
 JW0913
 JW0913;                    North         East    Units  Estimated Accuracy
 JW0913;SPC PA S     -    65,950.      431,260.      MT  (+/- 180 meters Scaled)
 JW0913
 JW0913                          SUPERSEDED SURVEY CONTROL
 JW0913
 JW0913  NGVD 29 (??/??/92)  297.038  (m)          974.53   (f) ADJ UNCH    1 2
 JW0913
 JW0913.Superseded values are not recommended for survey control.
 JW0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0913.See file dsdata.txt to determine how the superseded data were derived.
 JW0913
 JW0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE090185(NAD 83)
 JW0913_MARKER: DD = SURVEY DISK
 JW0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0913_STAMPING: C-121 RESET 1940
 JW0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0913+STABILITY: SURFACE MOTION
 JW0913
 JW0913  HISTORY     - Date     Condition        Report By
 JW0913  HISTORY     - 1940     MONUMENTED
 JW0913  HISTORY     - 1941     GOOD             NGS
 JW0913  HISTORY     - 1983     MARK NOT FOUND   NGS
 JW0913
 JW0913                          STATION DESCRIPTION
 JW0913
 JW0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JW0913'AT UNIONTOWN.
 JW0913'AT UNIONTOWN, IN A GRASS PLOT NORTHEAST OF THE OLD PENNSYLVANIA
 JW0913'RAILROAD STATION, 41 FEET EAST OF THE NORTH CORNER OF THE
 JW0913'STATION, 37 FEET NORTH OF THE EAST CORNER, 31 FEET NORTHWEST
 JW0913'OF THE NORTHWEST EDGE OF THE BRICK PLATFORM, 25 FEET SOUTHEAST
 JW0913'OF THE SOUTHEAST CURB OF THE STATION DRIVEWAY, 25 FEET NORTHEAST
 JW0913'OF THE SOUTHWEST CURB AROUND THE GRASS PLOT, AND 25 FEET
 JW0913'NORTHWEST OF THE SOUTHEAST CURB AROUND THE GRASS PLOT.  A
 JW0913'STANDARD DISK, STAMPED C 121 RESET 1940 AND SET IN THE TOP OF
 JW0913'A CONCRETE POST.
 JW0913
 JW0913                          STATION RECOVERY (1983)
 JW0913
 JW0913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0913'NOT RECOVERED, THE STATION IS GONE AND THE DESCRIPTION IS INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0406 ***********************************************************************
 KX0406  DESIGNATION -  C 122
 KX0406  PID         -  KX0406
 KX0406  STATE/COUNTY-  PA/CAMBRIA
 KX0406  USGS QUAD   -  CRESSON (1984)
 KX0406
 KX0406                         *CURRENT SURVEY CONTROL
 KX0406  ___________________________________________________________________
 KX0406* NAD 83(1986)-  40 28 47.     (N)    078 33 34.     (W)     SCALED    
 KX0406* NAVD 88     -       656.335  (meters)    2153.33   (feet)  ADJUSTED  
 KX0406  ___________________________________________________________________
 KX0406  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KX0406  DYNAMIC HT  -         655.963 (meters)    2152.11  (feet)  COMP
 KX0406  MODELED GRAV-     980,035.8   (mgal)                       NAVD 88
 KX0406
 KX0406  VERT ORDER  -  FIRST     CLASS I
 KX0406
 KX0406.The horizontal coordinates were scaled from a topographic map and have
 KX0406.an estimated accuracy of +/- 6 seconds.
 KX0406
 KX0406.The orthometric height was determined by differential leveling
 KX0406.and adjusted by the National Geodetic Survey in June 1991..
 KX0406.WARNING-Repeat measurements at this control monument indicate possible
 KX0406.vertical movement.
 KX0406
 KX0406.The geoid height was determined by GEOID03.
 KX0406
 KX0406.The dynamic height is computed by dividing the NAVD 88
 KX0406.geopotential number by the normal gravity value computed on the
 KX0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0406.degrees latitude (g = 980.6199 gals.).
 KX0406
 KX0406.The modeled gravity was interpolated from observed gravity values.
 KX0406
 KX0406;                    North         East    Units  Estimated Accuracy
 KX0406;SPC PA S     -   127,600.      531,370.      MT  (+/- 180 meters Scaled)
 KX0406
 KX0406                          SUPERSEDED SURVEY CONTROL
 KX0406
 KX0406  NGVD 29 (??/??/92)  656.465  (m)         2153.75   (f) ADJ UNCH    1 1
 KX0406
 KX0406.Superseded values are not recommended for survey control.
 KX0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0406.See file dsdata.txt to determine how the superseded data were derived.
 KX0406
 KX0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE068838(NAD 83)
 KX0406_MARKER: DB = BENCH MARK DISK
 KX0406_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0406_SP_SET: TOWER BASE
 KX0406_STAMPING: C 122 1941
 KX0406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0406
 KX0406  HISTORY     - Date     Condition        Report By
 KX0406  HISTORY     - 1941     MONUMENTED       CGS
 KX0406  HISTORY     - 1966     GOOD             NGS
 KX0406
 KX0406                          STATION DESCRIPTION
 KX0406
 KX0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0406'0.4 MI SW FROM GALLITZIN.
 KX0406'ABOUT 0.45 MILE SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX0406'THE JACKSON STREET OVERPASS AT GALLITZIN, ABOUT 260 FEET
 KX0406'SOUTHWEST OF A RAILROAD JUNCTION, SET ON THE TOP OF THE EAST
 KX0406'CORNER OF A CONCRETE BASE FOR A SIGNAL TOWER, 220 FEET NORTHEAST
 KX0406'OF THE CENTER OF AN ABANDONED ROAD CROSSING, 6.7 FEET NORTHWEST
 KX0406'OF THE NORTHWEST RAIL AND 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0459 ***********************************************************************
 KX0459  DESIGNATION -  C 123
 KX0459  PID         -  KX0459
 KX0459  STATE/COUNTY-  PA/CAMBRIA
 KX0459  USGS QUAD   -  JOHNSTOWN (1981)
 KX0459
 KX0459                         *CURRENT SURVEY CONTROL
 KX0459  ___________________________________________________________________
 KX0459* NAD 83(1986)-  40 20 39.     (N)    078 53 06.     (W)     SCALED    
 KX0459* NAVD 88     -       374.245  (meters)    1227.84   (feet)  ADJUSTED  
 KX0459  ___________________________________________________________________
 KX0459  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KX0459  DYNAMIC HT  -         374.044 (meters)    1227.18  (feet)  COMP
 KX0459  MODELED GRAV-     980,075.8   (mgal)                       NAVD 88
 KX0459
 KX0459  VERT ORDER  -  FIRST     CLASS I
 KX0459
 KX0459.The horizontal coordinates were scaled from a topographic map and have
 KX0459.an estimated accuracy of +/- 6 seconds.
 KX0459
 KX0459.The orthometric height was determined by differential leveling
 KX0459.and adjusted by the National Geodetic Survey in June 1991..
 KX0459.WARNING-Repeat measurements at this control monument indicate possible
 KX0459.vertical movement.
 KX0459
 KX0459.The geoid height was determined by GEOID03.
 KX0459
 KX0459.The dynamic height is computed by dividing the NAVD 88
 KX0459.geopotential number by the normal gravity value computed on the
 KX0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0459.degrees latitude (g = 980.6199 gals.).
 KX0459
 KX0459.The modeled gravity was interpolated from observed gravity values.
 KX0459
 KX0459;                    North         East    Units  Estimated Accuracy
 KX0459;SPC PA S     -   112,860.      503,570.      MT  (+/- 180 meters Scaled)
 KX0459
 KX0459                          SUPERSEDED SURVEY CONTROL
 KX0459
 KX0459  NGVD 29 (??/??/92)  374.411  (m)         1228.38   (f) ADJ UNCH    1 1
 KX0459
 KX0459.Superseded values are not recommended for survey control.
 KX0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0459.See file dsdata.txt to determine how the superseded data were derived.
 KX0459
 KX0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE796681(NAD 83)
 KX0459_MARKER: DB = BENCH MARK DISK
 KX0459_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0459_SP_SET: PIER
 KX0459_STAMPING: C 123 1941
 KX0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0459
 KX0459  HISTORY     - Date     Condition        Report By
 KX0459  HISTORY     - 1941     MONUMENTED       CGS
 KX0459  HISTORY     - 1966     GOOD             NGS
 KX0459
 KX0459                          STATION DESCRIPTION
 KX0459
 KX0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0459'2.3 MI NE FROM JOHNSTOWN.
 KX0459'ABOUT 2.3 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0459'STATION AT JOHNSTOWN, 0.2 MILE NORTHEAST OF MILEPOST 273, AT EAST
 KX0459'CONEMAUGH, SET VERTICALLY IN THE NORTH FACE OF THE 2ND PIER SOUTH
 KX0459'FROM THE NORTH END OF THE MAIN STREET OVERPASS OVER RAILROAD AND
 KX0459'CONEMAUGH RIVER, 71 FEET SOUTH OF AND ACROSS 5 SET OF TRACKS FROM
 KX0459'THE SOUTH RAIL OF THE SOUTH MAIN TRACK, 2.3 FEET EAST OF THE WEST
 KX0459'END OF THE PIER, 3.6 FEET ABOVE THE LEVEL OF THE GROUND AND 3 FEET
 KX0459'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0986 ***********************************************************************
 KX0986  DESIGNATION -  C 124
 KX0986  PID         -  KX0986
 KX0986  STATE/COUNTY-  PA/WESTMORELAND
 KX0986  USGS QUAD   -  BOLIVAR (1993)
 KX0986
 KX0986                         *CURRENT SURVEY CONTROL
 KX0986  ___________________________________________________________________
 KX0986* NAD 83(1986)-  40 25 01.     (N)    079 12 38.     (W)     SCALED    
 KX0986* NAVD 88     -       340.809  (meters)    1118.14   (feet)  ADJUSTED  
 KX0986  ___________________________________________________________________
 KX0986  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KX0986  DYNAMIC HT  -         340.630 (meters)    1117.55  (feet)  COMP
 KX0986  MODELED GRAV-     980,090.9   (mgal)                       NAVD 88
 KX0986
 KX0986  VERT ORDER  -  FIRST     CLASS I
 KX0986
 KX0986.The horizontal coordinates were scaled from a topographic map and have
 KX0986.an estimated accuracy of +/- 6 seconds.
 KX0986
 KX0986.The orthometric height was determined by differential leveling
 KX0986.and adjusted by the National Geodetic Survey in June 1991..
 KX0986.WARNING-Repeat measurements at this control monument indicate possible
 KX0986.vertical movement.
 KX0986
 KX0986.The geoid height was determined by GEOID03.
 KX0986
 KX0986.The dynamic height is computed by dividing the NAVD 88
 KX0986.geopotential number by the normal gravity value computed on the
 KX0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0986.degrees latitude (g = 980.6199 gals.).
 KX0986
 KX0986.The modeled gravity was interpolated from observed gravity values.
 KX0986
 KX0986;                    North         East    Units  Estimated Accuracy
 KX0986;SPC PA S     -   121,340.      476,050.      MT  (+/- 180 meters Scaled)
 KX0986
 KX0986                          SUPERSEDED SURVEY CONTROL
 KX0986
 KX0986  NGVD 29 (??/??/92)  340.980  (m)         1118.70   (f) ADJ UNCH    1 1
 KX0986
 KX0986.Superseded values are not recommended for survey control.
 KX0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0986.See file dsdata.txt to determine how the superseded data were derived.
 KX0986
 KX0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE518755(NAD 83)
 KX0986_MARKER: DB = BENCH MARK DISK
 KX0986_SETTING: 66 = SET IN ROCK OUTCROP
 KX0986_SP_SET: ROCK CUT
 KX0986_STAMPING: C 124 1941
 KX0986_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX0986+STABILITY: POSITION/ELEVATION WELL
 KX0986
 KX0986  HISTORY     - Date     Condition        Report By
 KX0986  HISTORY     - 1941     MONUMENTED       CGS
 KX0986  HISTORY     - 1966     GOOD             NGS
 KX0986
 KX0986                          STATION DESCRIPTION
 KX0986
 KX0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0986'1 MI E FROM TORRANCE.
 KX0986'1.0 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM A BLACKTOP
 KX0986'ROAD OVERPASS OVER THE TRACK AT TORRANCE, ABOUT 0.15 MILE OR 22
 KX0986'RAILS NORTHWEST OF MILEPOST 299, SET VERTICALLY IN THE NORTHEAST
 KX0986'FACE OF A ROCK CUT THAT IS ABOUT 0.15 MILE LONG AND 75 FEET
 KX0986'HIGH AT THE HIGHEST POINT, ABOUT 4 1/2 RAILS NORTHWEST OF THE
 KX0986'SOUTHEAST END OF ROCK, 22 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 KX0986'OF THE SOUTHWEST ONE OF THREE TRACKS, 4 FEET ABOVE THE
 KX0986'GROUND AND ABOUT 1 FOOT ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1200 ***********************************************************************
 KX1200  DESIGNATION -  C 125
 KX1200  PID         -  KX1200
 KX1200  STATE/COUNTY-  PA/WESTMORELAND
 KX1200  USGS QUAD   -  GREENSBURG (1993)
 KX1200
 KX1200                         *CURRENT SURVEY CONTROL
 KX1200  ___________________________________________________________________
 KX1200* NAD 83(1986)-  40 18 36.     (N)    079 31 22.     (W)     SCALED    
 KX1200* NAVD 88     -       335.471  (meters)    1100.62   (feet)  ADJUSTED  
 KX1200  ___________________________________________________________________
 KX1200  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KX1200  DYNAMIC HT  -         335.290 (meters)    1100.03  (feet)  COMP
 KX1200  MODELED GRAV-     980,075.7   (mgal)                       NAVD 88
 KX1200
 KX1200  VERT ORDER  -  FIRST     CLASS I
 KX1200
 KX1200.The horizontal coordinates were scaled from a topographic map and have
 KX1200.an estimated accuracy of +/- 6 seconds.
 KX1200
 KX1200.The orthometric height was determined by differential leveling
 KX1200.and adjusted by the National Geodetic Survey in June 1991..
 KX1200.WARNING-Repeat measurements at this control monument indicate possible
 KX1200.vertical movement.
 KX1200
 KX1200.The geoid height was determined by GEOID03.
 KX1200
 KX1200.The dynamic height is computed by dividing the NAVD 88
 KX1200.geopotential number by the normal gravity value computed on the
 KX1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1200.degrees latitude (g = 980.6199 gals.).
 KX1200
 KX1200.The modeled gravity was interpolated from observed gravity values.
 KX1200
 KX1200;                    North         East    Units  Estimated Accuracy
 KX1200;SPC PA S     -   109,960.      449,320.      MT  (+/- 180 meters Scaled)
 KX1200
 KX1200                          SUPERSEDED SURVEY CONTROL
 KX1200
 KX1200  NGVD 29 (??/??/92)  335.621  (m)         1101.12   (f) ADJ UNCH    1 1
 KX1200
 KX1200.Superseded values are not recommended for survey control.
 KX1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1200.See file dsdata.txt to determine how the superseded data were derived.
 KX1200
 KX1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE255632(NAD 83)
 KX1200_MARKER: DB = BENCH MARK DISK
 KX1200_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1200_SP_SET: OVERPASS HEADWALL
 KX1200_STAMPING: C 125 1941
 KX1200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1200
 KX1200  HISTORY     - Date     Condition        Report By
 KX1200  HISTORY     - 1941     MONUMENTED       CGS
 KX1200  HISTORY     - 1966     GOOD             NGS
 KX1200  HISTORY     - 1972     GOOD             PADT
 KX1200
 KX1200                          STATION DESCRIPTION
 KX1200
 KX1200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX1200'1.3 MI E FROM GREENSBURG.
 KX1200'ABOUT 1.3 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1200'STATION AT GREENSBURG, ABOUT 0.3 MILE EAST OF MILEPOST 321, SET
 KX1200'IN THE TOP OF THE EAST END OF THE SOUTH STONE HEAD WALL TO AN
 KX1200'ARCHED STONE RAILROAD OVERPASS OVER A BLACK TOP ROAD, 28.6 FEET
 KX1200'SOUTH OF THE SOUTH RAIL OF THE SOUTH ONE OF FOUR MAIN LINE
 KX1200'TRACKS, 1 FOOT WEST OF THE EAST END OF THE HEAD WALL AND ABOUT
 KX1200'2 1/2 FEET BELOW THE LEVEL OF TRACK.
 KX1200
 KX1200                          STATION RECOVERY (1972)
 KX1200
 KX1200'RECOVERY NOTE BY PA DEPT OF TRANSP 1972
 KX1200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0444 ***********************************************************************
 JW0444  DESIGNATION -  C 126
 JW0444  PID         -  JW0444
 JW0444  STATE/COUNTY-  PA/SOMERSET
 JW0444  USGS QUAD   -  FAIRHOPE (1973)
 JW0444
 JW0444                         *CURRENT SURVEY CONTROL
 JW0444  ___________________________________________________________________
 JW0444* NAD 83(1986)-  39 49 36.     (N)    078 46 06.     (W)     SCALED    
 JW0444* NAVD 88     -       372.260  (meters)    1221.32   (feet)  ADJUSTED  
 JW0444  ___________________________________________________________________
 JW0444  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 JW0444  DYNAMIC HT  -         372.030 (meters)    1220.57  (feet)  COMP
 JW0444  MODELED GRAV-     979,997.3   (mgal)                       NAVD 88
 JW0444
 JW0444  VERT ORDER  -  FIRST     CLASS II
 JW0444
 JW0444.The horizontal coordinates were scaled from a topographic map and have
 JW0444.an estimated accuracy of +/- 6 seconds.
 JW0444
 JW0444.The orthometric height was determined by differential leveling
 JW0444.and adjusted by the National Geodetic Survey in June 1991..
 JW0444
 JW0444.The geoid height was determined by GEOID03.
 JW0444
 JW0444.The dynamic height is computed by dividing the NAVD 88
 JW0444.geopotential number by the normal gravity value computed on the
 JW0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0444.degrees latitude (g = 980.6199 gals.).
 JW0444
 JW0444.The modeled gravity was interpolated from observed gravity values.
 JW0444
 JW0444;                    North         East    Units  Estimated Accuracy
 JW0444;SPC PA S     -    55,280.      512,820.      MT  (+/- 180 meters Scaled)
 JW0444
 JW0444                          SUPERSEDED SURVEY CONTROL
 JW0444
 JW0444  NGVD 29 (??/??/92)  372.411  (m)         1221.82   (f) ADJ UNCH    1 2
 JW0444
 JW0444.Superseded values are not recommended for survey control.
 JW0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0444.See file dsdata.txt to determine how the superseded data were derived.
 JW0444
 JW0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE909109(NAD 83)
 JW0444_MARKER: DB = BENCH MARK DISK
 JW0444_SETTING: 66 = SET IN ROCK OUTCROP
 JW0444_SP_SET: OUTCROP
 JW0444_STAMPING: C 126 1941
 JW0444_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0444+STABILITY: POSITION/ELEVATION WELL
 JW0444
 JW0444  HISTORY     - Date     Condition        Report By
 JW0444  HISTORY     - 1941     MONUMENTED       CGS
 JW0444  HISTORY     - 1967     MARK NOT FOUND   USGS
 JW0444
 JW0444                          STATION DESCRIPTION
 JW0444
 JW0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0444'3.7 MI NW FROM HYNDMAN.
 JW0444'IN SOMERSET COUNTY, 3.7 MILES NORTHWEST ALONG THE BALTIMORE AND
 JW0444'OHIO RAILROAD FROM THE STATION AT HYNDMAN, BEDFORD COUNTY, 0.5
 JW0444'MILE SOUTHEAST OF MILEPOST 196, 42 RAILS NORTHWEST OF BLOCK
 JW0444'SIGNAL E 194.52, 43-1/2 RAILS SOUTHEAST OF THE SOUTHERNMOST OF
 JW0444'THREE LARGE BRICK CHIMNEYS AT AN ABANDONED PLANT SITE, 60 FEET
 JW0444'SOUTHEAST OF THE SOUTHEASTERNMOST GUYED POWER TRANSMISSION LINE
 JW0444'POLE ON A CURVE, 13 FEET NORTHEAST OF THE NORTHEAST RAIL, IN THE
 JW0444'TOP OF A ROCK OUTCROP, AND 2 FEET HIGHER THAN THE RAIL.  A
 JW0444'STANDARD DISK, STAMPED C 126 1941.
 JW0444
 JW0444                          STATION RECOVERY (1967)
 JW0444
 JW0444'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JW0444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0540 ***********************************************************************
 JW0540  DESIGNATION -  C 127
 JW0540  PID         -  JW0540
 JW0540  STATE/COUNTY-  PA/SOMERSET
 JW0540  USGS QUAD   -  MURDOCK (1981)
 JW0540
 JW0540                         *CURRENT SURVEY CONTROL
 JW0540  ___________________________________________________________________
 JW0540* NAD 83(1986)-  39 52 47.     (N)    079 06 31.     (W)     SCALED    
 JW0540* NAVD 88     -       569.432  (meters)    1868.21   (feet)  ADJUSTED  
 JW0540  ___________________________________________________________________
 JW0540  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 JW0540  DYNAMIC HT  -         569.070 (meters)    1867.02  (feet)  COMP
 JW0540  MODELED GRAV-     979,971.5   (mgal)                       NAVD 88
 JW0540
 JW0540  VERT ORDER  -  FIRST     CLASS II
 JW0540
 JW0540.The horizontal coordinates were scaled from a topographic map and have
 JW0540.an estimated accuracy of +/- 6 seconds.
 JW0540
 JW0540.The orthometric height was determined by differential leveling
 JW0540.and adjusted by the National Geodetic Survey in June 1991..
 JW0540
 JW0540.The geoid height was determined by GEOID03.
 JW0540
 JW0540.The dynamic height is computed by dividing the NAVD 88
 JW0540.geopotential number by the normal gravity value computed on the
 JW0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0540.degrees latitude (g = 980.6199 gals.).
 JW0540
 JW0540.The modeled gravity was interpolated from observed gravity values.
 JW0540
 JW0540;                    North         East    Units  Estimated Accuracy
 JW0540;SPC PA S     -    61,560.      483,780.      MT  (+/- 180 meters Scaled)
 JW0540
 JW0540                          SUPERSEDED SURVEY CONTROL
 JW0540
 JW0540  NGVD 29 (??/??/92)  569.543  (m)         1868.58   (f) ADJ UNCH    1 2
 JW0540
 JW0540.Superseded values are not recommended for survey control.
 JW0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0540.See file dsdata.txt to determine how the superseded data were derived.
 JW0540
 JW0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE617161(NAD 83)
 JW0540_MARKER: DB = BENCH MARK DISK
 JW0540_SETTING: 80 = SET IN A BOULDER
 JW0540_SP_SET: BOULDER
 JW0540_STAMPING: C 127 1941
 JW0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0540+STABILITY: SURFACE MOTION
 JW0540
 JW0540  HISTORY     - Date     Condition        Report By
 JW0540  HISTORY     - 1941     MONUMENTED       CGS
 JW0540
 JW0540                          STATION DESCRIPTION
 JW0540
 JW0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0540'3.3 MI NW FROM GARRETT.
 JW0540'3.3 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0540'STATION AT GARRETT, SOMERSET COUNTY, 77 FEET NORTHWEST OF THE NORTH
 JW0540'SIDE OF A VERY DISTINCT HILL ON THE SOUTH SIDE OF THE TRACK, IN
 JW0540'THE TOP OF A LARGE BOULDER, 9 FEET WEST OF A LARGE SLOPING BOULDER,
 JW0540'8 FEET NORTH OF THE NORTH RAIL OF THE WEST BOUND TRACK, AND 1.5
 JW0540'FEET HIGHER THEN THE TRACK.  A STANDARD DISK, STAMPED C 127 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0588 ***********************************************************************
 JW0588  DESIGNATION -  C 128
 JW0588  PID         -  JW0588
 JW0588  STATE/COUNTY-  PA/FAYETTE
 JW0588  USGS QUAD   -  OHIOPYLE (1977)
 JW0588
 JW0588                         *CURRENT SURVEY CONTROL
 JW0588  ___________________________________________________________________
 JW0588* NAD 83(1986)-  39 52 16.     (N)    079 29 34.     (W)     SCALED    
 JW0588* NAVD 88     -       372.444  (meters)    1221.93   (feet)  ADJUSTED  
 JW0588  ___________________________________________________________________
 JW0588  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 JW0588  DYNAMIC HT  -         372.228 (meters)    1221.22  (feet)  COMP
 JW0588  MODELED GRAV-     980,035.2   (mgal)                       NAVD 88
 JW0588
 JW0588  VERT ORDER  -  FIRST     CLASS II
 JW0588
 JW0588.The horizontal coordinates were scaled from a topographic map and have
 JW0588.an estimated accuracy of +/- 6 seconds.
 JW0588
 JW0588.The orthometric height was determined by differential leveling
 JW0588.and adjusted by the National Geodetic Survey in June 1991..
 JW0588
 JW0588.The geoid height was determined by GEOID03.
 JW0588
 JW0588.The dynamic height is computed by dividing the NAVD 88
 JW0588.geopotential number by the normal gravity value computed on the
 JW0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0588.degrees latitude (g = 980.6199 gals.).
 JW0588
 JW0588.The modeled gravity was interpolated from observed gravity values.
 JW0588
 JW0588;                    North         East    Units  Estimated Accuracy
 JW0588;SPC PA S     -    61,180.      450,910.      MT  (+/- 180 meters Scaled)
 JW0588
 JW0588                          SUPERSEDED SURVEY CONTROL
 JW0588
 JW0588  NGVD 29 (??/??/92)  372.603  (m)         1222.45   (f) ADJ UNCH    1 2
 JW0588
 JW0588.Superseded values are not recommended for survey control.
 JW0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0588.See file dsdata.txt to determine how the superseded data were derived.
 JW0588
 JW0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE289145(NAD 83)
 JW0588_MARKER: DB = BENCH MARK DISK
 JW0588_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0588_SP_SET: BRIDGE
 JW0588_STAMPING: C 128 1941
 JW0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0588
 JW0588  HISTORY     - Date     Condition        Report By
 JW0588  HISTORY     - 1941     MONUMENTED       CGS
 JW0588  HISTORY     - 1954     GOOD             NGS
 JW0588
 JW0588                          STATION DESCRIPTION
 JW0588
 JW0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JW0588'AT OHIOPYLE.
 JW0588'AT OHIOPYLE, ABOUT 0.1 MILE SOUTHEAST ALONG THE BALTIMORE AND
 JW0588'OHIO RAILROAD FROM THE STATION, ALONG STATE HIGHWAY 381, IN THE
 JW0588'TOP AND 18 FEET SOUTHEAST OF THE NORTHWEST END OF NORTHWEST STONE
 JW0588'MASONRY WING WALL OF NORTH ABUTMENT OF HIGHWAY 381 BRIDGE, 18
 JW0588'FEET WEST OF CENTER LINE OF HIGHWAY, 58 FEET SOUTHWEST OF
 JW0588'SOUTHWEST RAIL OF SOUTHWEST TRACK OF RAILROAD AND ABOUT LEVEL WITH
 JW0588'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0926 ***********************************************************************
 JW0926  DESIGNATION -  C 129
 JW0926  PID         -  JW0926
 JW0926  STATE/COUNTY-  PA/FAYETTE
 JW0926  USGS QUAD   -  UNIONTOWN (1977)
 JW0926
 JW0926                         *CURRENT SURVEY CONTROL
 JW0926  ___________________________________________________________________
 JW0926* NAD 83(1986)-  39 55 59.     (N)    079 39 15.     (W)     SCALED    
 JW0926* NAVD 88     -       356.377  (meters)    1169.21   (feet)  POSTED    
 JW0926  ___________________________________________________________________
 JW0926  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 JW0926  DYNAMIC HT  -         356.160 (meters)    1168.50  (feet)  COMP
 JW0926  MODELED GRAV-     980,018.9   (mgal)                       NAVD 88
 JW0926
 JW0926  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JW0926
 JW0926.The horizontal coordinates were scaled from a topographic map and have
 JW0926.an estimated accuracy of +/- 6 seconds.
 JW0926
 JW0926.The orthometric height was determined by differential leveling
 JW0926.and adjusted by the National Geodetic Survey in 1992..
 JW0926.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JW0926.rate of 4.1 thru 8.0 mm/km.
 JW0926
 JW0926.The geoid height was determined by GEOID03.
 JW0926
 JW0926.The dynamic height is computed by dividing the NAVD 88
 JW0926.geopotential number by the normal gravity value computed on the
 JW0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0926.degrees latitude (g = 980.6199 gals.).
 JW0926
 JW0926.The modeled gravity was interpolated from observed gravity values.
 JW0926
 JW0926;                    North         East    Units  Estimated Accuracy
 JW0926;SPC PA S     -    68,350.      437,250.      MT  (+/- 180 meters Scaled)
 JW0926
 JW0926                          SUPERSEDED SURVEY CONTROL
 JW0926
 JW0926  NGVD 29 (??/??/92)  356.490  (m)         1169.58   (f) ADJ UNCH    1 2
 JW0926
 JW0926.Superseded values are not recommended for survey control.
 JW0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0926.See file dsdata.txt to determine how the superseded data were derived.
 JW0926
 JW0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE149211(NAD 83)
 JW0926_MARKER: DB = BENCH MARK DISK
 JW0926_SETTING: 0 = UNSPECIFIED SETTING
 JW0926_STAMPING: C 129 1941
 JW0926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0926
 JW0926  HISTORY     - Date     Condition        Report By
 JW0926  HISTORY     - 1941     MONUMENTED       CGS
 JW0926  HISTORY     - 1959     GOOD             NGS
 JW0926  HISTORY     - 1971     GOOD             PADT
 JW0926
 JW0926                          STATION DESCRIPTION
 JW0926
 JW0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JW0926'3.9 MI SW FROM DUNBAR.
 JW0926'ABOUT 3.9 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JW0926'FROM THE STATION AT DUNBAR, NEAR SHADY GROVE PARK, AT A ROAD
 JW0926'CROSSING, 34.3 FEET WEST OF THE WEST CORNER OF A CONCRETE-BLOCK
 JW0926'TAVERN, 24 FEET NORTHEAST OF THE INTERSECTION OF THE CENTERLINE
 JW0926'OF THE ROAD WITH THE CENTERLINE OF THE EASTERLY OF TWO TRACKS,
 JW0926'14.7 FEET EAST OF THE EAST RAIL OF THE EASTERLY TRACK, AND 11.2
 JW0926'FEET NORTH OF A RAILROAD CROSSING SIGNPOST.
 JW0926
 JW0926                          STATION RECOVERY (1971)
 JW0926
 JW0926'RECOVERY NOTE BY PA DEPT OF TRANSP 1971
 JW0926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1360 ***********************************************************************
 KX1360  DESIGNATION -  C 130
 KX1360  PID         -  KX1360
 KX1360  STATE/COUNTY-  PA/WESTMORELAND
 KX1360  USGS QUAD   -  DONORA (1973)
 KX1360
 KX1360                         *CURRENT SURVEY CONTROL
 KX1360  ___________________________________________________________________
 KX1360* NAD 83(1986)-  40 14 23.     (N)    079 48 13.     (W)     SCALED    
 KX1360* NAVD 88     -       233.318  (meters)     765.48   (feet)  ADJUSTED  
 KX1360  ___________________________________________________________________
 KX1360  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KX1360  DYNAMIC HT  -         233.195 (meters)     765.07  (feet)  COMP
 KX1360  MODELED GRAV-     980,093.6   (mgal)                       NAVD 88
 KX1360
 KX1360  VERT ORDER  -  FIRST     CLASS II
 KX1360
 KX1360.The horizontal coordinates were scaled from a topographic map and have
 KX1360.an estimated accuracy of +/- 6 seconds.
 KX1360
 KX1360.The orthometric height was determined by differential leveling
 KX1360.and adjusted by the National Geodetic Survey in June 1991..
 KX1360
 KX1360.The geoid height was determined by GEOID03.
 KX1360
 KX1360.The dynamic height is computed by dividing the NAVD 88
 KX1360.geopotential number by the normal gravity value computed on the
 KX1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1360.degrees latitude (g = 980.6199 gals.).
 KX1360
 KX1360.The modeled gravity was interpolated from observed gravity values.
 KX1360
 KX1360;                    North         East    Units  Estimated Accuracy
 KX1360;SPC PA S     -   102,670.      425,270.      MT  (+/- 180 meters Scaled)
 KX1360
 KX1360                          SUPERSEDED SURVEY CONTROL
 KX1360
 KX1360  NGVD 29 (??/??/92)  233.501  (m)          766.08   (f) ADJ UNCH    1 2
 KX1360
 KX1360.Superseded values are not recommended for survey control.
 KX1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1360.See file dsdata.txt to determine how the superseded data were derived.
 KX1360
 KX1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE017550(NAD 83)
 KX1360_MARKER: DB = BENCH MARK DISK
 KX1360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1360_SP_SET: ABUTMENT
 KX1360_STAMPING: C 130 1941
 KX1360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX1360+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2006
 KX1360
 KX1360  HISTORY     - Date     Condition        Report By
 KX1360  HISTORY     - 1941     MONUMENTED       CGS
 KX1360  HISTORY     - 20060521 GOOD             GEOCAC
 KX1360
 KX1360                          STATION DESCRIPTION
 KX1360
 KX1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1360'4 MI NW FROM WEST NEWTON.
 KX1360'4.0 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KX1360'THE MUNICIPAL BUILDING AT WEST NEWTON, WESTMORELAND COUNTY,
 KX1360'60.7 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE STATION
 KX1360'SHED AT SUTER, 14 FEET SOUTH OF THE CENTERLINE OF A ROAD, 10.3
 KX1360'FEET WEST OF THE WEST RAIL OF THE EAST BOUND TRACK, AT A BRIDGE,
 KX1360'AND IN THE NORTHWEST CORNER OF THE NORTH ABUTMENT.  A STANDARD
 KX1360'DISK, STAMPED C 130 1941.
 KX1360
 KX1360                          STATION RECOVERY (2006)
 KX1360
 KX1360'RECOVERY NOTE BY GEOCACHING 2006 (KAG)
 KX1360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1462 ***********************************************************************
 KX1462  DESIGNATION -  C 131
 KX1462  PID         -  KX1462
 KX1462  STATE/COUNTY-  PA/ALLEGHENY
 KX1462  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1462
 KX1462                         *CURRENT SURVEY CONTROL
 KX1462  ___________________________________________________________________
 KX1462* NAD 83(1986)-  40 28 47.     (N)    079 57 57.     (W)     SCALED    
 KX1462* NAVD 88     -       232.108  (meters)     761.51   (feet)  POSTED    
 KX1462  ___________________________________________________________________
 KX1462  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KX1462  DYNAMIC HT  -         231.990 (meters)     761.12  (feet)  COMP
 KX1462  MODELED GRAV-     980,098.0   (mgal)                       NAVD 88
 KX1462
 KX1462  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KX1462
 KX1462.The horizontal coordinates were scaled from a topographic map and have
 KX1462.an estimated accuracy of +/- 6 seconds.
 KX1462
 KX1462.The orthometric height was determined by differential leveling
 KX1462.and adjusted by the National Geodetic Survey in 1992..
 KX1462.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KX1462.rate of 0.0 thru 1.0 mm/km.
 KX1462
 KX1462.The geoid height was determined by GEOID03.
 KX1462
 KX1462.The dynamic height is computed by dividing the NAVD 88
 KX1462.geopotential number by the normal gravity value computed on the
 KX1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1462.degrees latitude (g = 980.6199 gals.).
 KX1462
 KX1462.The modeled gravity was interpolated from observed gravity values.
 KX1462
 KX1462;                    North         East    Units  Estimated Accuracy
 KX1462;SPC PA S     -   129,650.      412,140.      MT  (+/- 180 meters Scaled)
 KX1462
 KX1462                          SUPERSEDED SURVEY CONTROL
 KX1462
 KX1462  NGVD 29 (??/??/92)  232.272  (m)          762.05   (f) ADJ UNCH    1 2
 KX1462
 KX1462.Superseded values are not recommended for survey control.
 KX1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1462.See file dsdata.txt to determine how the superseded data were derived.
 KX1462
 KX1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE876815(NAD 83)
 KX1462_MARKER: DB = BENCH MARK DISK
 KX1462_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1462_SP_SET: RETAINING WALL
 KX1462_STAMPING: C 131 1941
 KX1462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1462
 KX1462  HISTORY     - Date     Condition        Report By
 KX1462  HISTORY     - 1941     MONUMENTED       CGS
 KX1462
 KX1462                          STATION DESCRIPTION
 KX1462
 KX1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1462'AT MILLVALE.
 KX1462'AT MILLVALE, ALLEGHENY COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 KX1462'71.4 FEET NORTHEAST OF THE NORTHEAST SIDE OF THE STATION, IN
 KX1462'THE NORTHWEST CORNER AT THE NORTHEAST END OF THE RETAINING WALL,
 KX1462'6.7 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK,
 KX1462'AND 34 FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE STREET
 KX1462'PARALLELING THE TRACK.  A STANDARD DISK, STAMPED C 131 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1274 ***********************************************************************
 KX1274  DESIGNATION -  C 132
 KX1274  PID         -  KX1274
 KX1274  STATE/COUNTY-  PA/FAYETTE
 KX1274  USGS QUAD   -  FAYETTE CITY (1979)
 KX1274
 KX1274                         *CURRENT SURVEY CONTROL
 KX1274  ___________________________________________________________________
 KX1274* NAD 83(1986)-  40 00 51.     (N)    079 48 43.     (W)     SCALED    
 KX1274* NAVD 88     -       257.010  (meters)     843.21   (feet)  POSTED    
 KX1274  ___________________________________________________________________
 KX1274  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KX1274  DYNAMIC HT  -         256.870 (meters)     842.75  (feet)  COMP
 KX1274  MODELED GRAV-     980,059.6   (mgal)                       NAVD 88
 KX1274
 KX1274  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 KX1274
 KX1274.The horizontal coordinates were scaled from a topographic map and have
 KX1274.an estimated accuracy of +/- 6 seconds.
 KX1274
 KX1274.The orthometric height was determined by differential leveling
 KX1274.and adjusted by the National Geodetic Survey in 1992..
 KX1274.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 KX1274.rate of 3.1 thru 4.0 mm/km.
 KX1274
 KX1274.The geoid height was determined by GEOID03.
 KX1274
 KX1274.The dynamic height is computed by dividing the NAVD 88
 KX1274.geopotential number by the normal gravity value computed on the
 KX1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1274.degrees latitude (g = 980.6199 gals.).
 KX1274
 KX1274.The modeled gravity was interpolated from observed gravity values.
 KX1274
 KX1274;                    North         East    Units  Estimated Accuracy
 KX1274;SPC PA S     -    77,650.      423,980.      MT  (+/- 180 meters Scaled)
 KX1274
 KX1274                          SUPERSEDED SURVEY CONTROL
 KX1274
 KX1274  NGVD 29 (??/??/92)  257.176  (m)          843.75   (f) ADJ UNCH    1 2
 KX1274
 KX1274.Superseded values are not recommended for survey control.
 KX1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1274.See file dsdata.txt to determine how the superseded data were derived.
 KX1274
 KX1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE013300(NAD 83)
 KX1274_MARKER: DB = BENCH MARK DISK
 KX1274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1274_STAMPING: C 132 1941
 KX1274_MARK LOGO: CGS   
 KX1274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1274
 KX1274  HISTORY     - Date     Condition        Report By
 KX1274  HISTORY     - 1941     MONUMENTED       CGS
 KX1274  HISTORY     - 1983     GOOD             NGS
 KX1274  HISTORY     - 19980225 POOR             PADT
 KX1274
 KX1274                          STATION DESCRIPTION
 KX1274
 KX1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1274'2.7 MI NW FROM SMOCK.
 KX1274'2.7 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1274'STATION AT SMOCK, 18-1/2 RAILS NORTH OF MILEPOST 57, 93 FEET
 KX1274'SOUTH OF THE CENTER OF A ROAD CROSSING, AT A 3- BY 5-FOOT STONE
 KX1274'CULVERT UNDER THE TRACKS, IN THE TOP STEP AT THE EAST CORNER
 KX1274'OF THE NORTH ABUTMENT, 11.4 FEET NORTHEAST OF THE NORTHEAST RAIL,
 KX1274'AND ABOUT 3 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED
 KX1274'C 132 1941.
 KX1274
 KX1274                          STATION RECOVERY (1983)
 KX1274
 KX1274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1274'RECOVERED IN GOOD CONDITION, THE MARK IS TOO FAR OFF THE NEW LINE
 KX1274'ROUTE AND WAS NOT LEVELED TO IN 1983.
 KX1274
 KX1274                          STATION RECOVERY (1998)
 KX1274
 KX1274'RECOVERY NOTE BY PA DEPT OF TRANSP 1998 (AAP)
 KX1274'NEW PA DOT DIFFERENTIALLY LEVELED ELEVATION IS 257.067 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1303 ***********************************************************************
 KX1303  DESIGNATION -  C 133
 KX1303  PID         -  KX1303
 KX1303  STATE/COUNTY-  PA/WASHINGTON
 KX1303  USGS QUAD   -  MONONGAHELA (1993)
 KX1303
 KX1303                         *CURRENT SURVEY CONTROL
 KX1303  ___________________________________________________________________
 KX1303* NAD 83(1986)-  40 13 12.     (N)    079 58 09.     (W)     SCALED    
 KX1303* NAVD 88     -       232.096  (meters)     761.47   (feet)  ADJUSTED  
 KX1303  ___________________________________________________________________
 KX1303  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KX1303  DYNAMIC HT  -         231.972 (meters)     761.06  (feet)  COMP
 KX1303  MODELED GRAV-     980,088.9   (mgal)                       NAVD 88
 KX1303
 KX1303  VERT ORDER  -  FIRST     CLASS II
 KX1303
 KX1303.The horizontal coordinates were scaled from a topographic map and have
 KX1303.an estimated accuracy of +/- 6 seconds.
 KX1303
 KX1303.The orthometric height was determined by differential leveling
 KX1303.and adjusted by the National Geodetic Survey in June 1991..
 KX1303
 KX1303.The geoid height was determined by GEOID03.
 KX1303
 KX1303.The dynamic height is computed by dividing the NAVD 88
 KX1303.geopotential number by the normal gravity value computed on the
 KX1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1303.degrees latitude (g = 980.6199 gals.).
 KX1303
 KX1303.The modeled gravity was interpolated from observed gravity values.
 KX1303
 KX1303;                    North         East    Units  Estimated Accuracy
 KX1303;SPC PA S     -   100,820.      411,130.      MT  (+/- 180 meters Scaled)
 KX1303
 KX1303                          SUPERSEDED SURVEY CONTROL
 KX1303
 KX1303  NGVD 29 (??/??/92)  232.268  (m)          762.03   (f) ADJ UNCH    1 2
 KX1303
 KX1303.Superseded values are not recommended for survey control.
 KX1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1303.See file dsdata.txt to determine how the superseded data were derived.
 KX1303
 KX1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE877526(NAD 83)
 KX1303_MARKER: DB = BENCH MARK DISK
 KX1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1303_STAMPING: C 133 1941
 KX1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1303+STABILITY: SURFACE MOTION
 KX1303
 KX1303  HISTORY     - Date     Condition        Report By
 KX1303  HISTORY     - 1941     MONUMENTED       CGS
 KX1303  HISTORY     - 1983     MARK NOT FOUND   NGS
 KX1303
 KX1303                          STATION DESCRIPTION
 KX1303
 KX1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1303'3 MI NW FROM MONONGAHELA.
 KX1303'3.0 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1303'STATION AT MONONGAHELA, 15-1/4 RAILS SOUTHEAST OF MILEPOST 27, AT
 KX1303'A ROAD CROSSING, 25 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 KX1303'20 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST MAIN TRACK,
 KX1303'3.5 FEET NORTHWEST OF THE FIRST POLE NORTHWEST OF THE ROAD, AND 1
 KX1303'FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 KX1303'STAMPED C 133 1941 AND SET IN THE TOP OF A CONCRETE POST.
 KX1303
 KX1303                          STATION RECOVERY (1983)
 KX1303
 KX1303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1303'NOT RECOVERED, THE DESCRIPTION IS INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1521 ***********************************************************************
 KX1521  DESIGNATION -  C 134
 KX1521  PID         -  KX1521
 KX1521  STATE/COUNTY-  PA/ARMSTRONG
 KX1521  USGS QUAD   -  LEECHBURG (1977)
 KX1521
 KX1521                         *CURRENT SURVEY CONTROL
 KX1521  ___________________________________________________________________
 KX1521* NAD 83(1986)-  40 44 51.     (N)    079 34 03.     (W)     SCALED    
 KX1521* NAVD 88     -       240.492  (meters)     789.01   (feet)  ADJUSTED  
 KX1521  ___________________________________________________________________
 KX1521  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 KX1521  DYNAMIC HT  -         240.371 (meters)     788.62  (feet)  COMP
 KX1521  MODELED GRAV-     980,117.2   (mgal)                       NAVD 88
 KX1521
 KX1521  VERT ORDER  -  FIRST     CLASS II
 KX1521
 KX1521.The horizontal coordinates were scaled from a topographic map and have
 KX1521.an estimated accuracy of +/- 6 seconds.
 KX1521
 KX1521.The orthometric height was determined by differential leveling
 KX1521.and adjusted by the National Geodetic Survey in June 1991..
 KX1521
 KX1521.The geoid height was determined by GEOID03.
 KX1521
 KX1521.The dynamic height is computed by dividing the NAVD 88
 KX1521.geopotential number by the normal gravity value computed on the
 KX1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1521.degrees latitude (g = 980.6199 gals.).
 KX1521
 KX1521.The modeled gravity was interpolated from observed gravity values.
 KX1521
 KX1521;                    North         East    Units  Estimated Accuracy
 KX1521;SPC PA S     -   158,600.      446,520.      MT  (+/- 180 meters Scaled)
 KX1521
 KX1521                          SUPERSEDED SURVEY CONTROL
 KX1521
 KX1521  NGVD 29 (??/??/92)  240.668  (m)          789.59   (f) ADJ UNCH    1 2
 KX1521
 KX1521.Superseded values are not recommended for survey control.
 KX1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1521.See file dsdata.txt to determine how the superseded data were derived.
 KX1521
 KX1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF209117(NAD 83)
 KX1521_MARKER: DB = BENCH MARK DISK
 KX1521_SETTING: 66 = SET IN ROCK OUTCROP
 KX1521_SP_SET: ROCK CLIFF
 KX1521_STAMPING: C 134 1941
 KX1521_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX1521+STABILITY: POSITION/ELEVATION WELL
 KX1521
 KX1521  HISTORY     - Date     Condition        Report By
 KX1521  HISTORY     - 1941     MONUMENTED       CGS
 KX1521
 KX1521                          STATION DESCRIPTION
 KX1521
 KX1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1521'9.2 MI NE FROM SCHENLEY.
 KX1521'9.2 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM SCHENLEY,
 KX1521'ARMSTRONG COUNTY, 0.8 MILE SOUTH OF THE STATION AT ROSSTON, 0.5
 KX1521'MILE UPSTREAM FROM MILEPOST 38, IN THE RIVER FACE OF THE NATIVE
 KX1521'ROCK CLIFF OPPOSITE THE LOWER END OF ROSS ISLAND, 14.8 FEET
 KX1521'RIVERWARD OF THE RIVER RAIL, AND 1.5 FEET ABOVE THE TOP OF THE
 KX1521'RAIL.  A STANDARD DISK, STAMPED C 134 1941 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0098 ***********************************************************************
 ND0098  DESIGNATION -  C 135 RESET 1954
 ND0098  PID         -  ND0098
 ND0098  STATE/COUNTY-  PA/ERIE
 ND0098  USGS QUAD   -  ERIE SOUTH (1996)
 ND0098
 ND0098                         *CURRENT SURVEY CONTROL
 ND0098  ___________________________________________________________________
 ND0098* NAD 83(1986)-  42 05 08.     (N)    080 01 35.     (W)     SCALED    
 ND0098* NAVD 88     -       337.575  (meters)    1107.53   (feet)  ADJUSTED  
 ND0098  ___________________________________________________________________
 ND0098  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 ND0098  DYNAMIC HT  -         337.450 (meters)    1107.12  (feet)  COMP
 ND0098  MODELED GRAV-     980,241.7   (mgal)                       NAVD 88
 ND0098
 ND0098  VERT ORDER  -  FIRST     CLASS II
 ND0098
 ND0098.The horizontal coordinates were scaled from a topographic map and have
 ND0098.an estimated accuracy of +/- 6 seconds.
 ND0098
 ND0098.The orthometric height was determined by differential leveling
 ND0098.and adjusted by the National Geodetic Survey in June 1991..
 ND0098
 ND0098.The geoid height was determined by GEOID03.
 ND0098
 ND0098.The dynamic height is computed by dividing the NAVD 88
 ND0098.geopotential number by the normal gravity value computed on the
 ND0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0098.degrees latitude (g = 980.6199 gals.).
 ND0098
 ND0098.The modeled gravity was interpolated from observed gravity values.
 ND0098
 ND0098;                    North         East    Units  Estimated Accuracy
 ND0098;SPC PA N     -   215,580.      411,670.      MT  (+/- 180 meters Scaled)
 ND0098
 ND0098                          SUPERSEDED SURVEY CONTROL
 ND0098
 ND0098  NGVD 29 (??/??/92)  337.75   (m)         1108.1    (f) COMPUTED    1 2
 ND0098
 ND0098.Superseded values are not recommended for survey control.
 ND0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0098.See file dsdata.txt to determine how the superseded data were derived.
 ND0098
 ND0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG805597(NAD 83)
 ND0098_MARKER: DB = BENCH MARK DISK
 ND0098_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ND0098_SP_SET: BRIDGE
 ND0098_STAMPING: C 135 RESET 1954
 ND0098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0098
 ND0098  HISTORY     - Date     Condition        Report By
 ND0098  HISTORY     - 1954     MONUMENTED       CGS
 ND0098  HISTORY     - 1961     GOOD             NGS
 ND0098
 ND0098                          STATION DESCRIPTION
 ND0098
 ND0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ND0098'8.4 MI S FROM ERIE.
 ND0098'8.4 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 ND0098'AT ERIE, ERIE COUNTY, 67 RAILS SOUTHWEST OF MILEPOST 8, AT THE BRIDGE
 ND0098'CARRYING SECONDARY STATE HIGHWAY 25057 OVER THE TRACK, IN THE
 ND0098'SOUTHEAST CORNER OF THE WHEELGUARD. AT SURVEY STATION 655/64.5,
 ND0098'AND 13.5 FEET RIGHT OF THE CENTERLINE OF THE HIGHWAY. A STANDARD
 ND0098'DISK, STAMPED C 135 RESET 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0858 ***********************************************************************
 KX0858  DESIGNATION -  C 137
 KX0858  PID         -  KX0858
 KX0858  STATE/COUNTY-  PA/WESTMORELAND
 KX0858  USGS QUAD   -  AVONMORE (1998)
 KX0858
 KX0858                         *CURRENT SURVEY CONTROL
 KX0858  ___________________________________________________________________
 KX0858* NAD 83(1986)-  40 31 26.     (N)    079 29 38.     (W)     SCALED    
 KX0858* NAVD 88     -       254.445  (meters)     834.79   (feet)  ADJUSTED  
 KX0858  ___________________________________________________________________
 KX0858  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KX0858  DYNAMIC HT  -         254.313 (meters)     834.36  (feet)  COMP
 KX0858  MODELED GRAV-     980,098.3   (mgal)                       NAVD 88
 KX0858
 KX0858  VERT ORDER  -  FIRST     CLASS II
 KX0858
 KX0858.The horizontal coordinates were scaled from a topographic map and have
 KX0858.an estimated accuracy of +/- 6 seconds.
 KX0858
 KX0858.The orthometric height was determined by differential leveling
 KX0858.and adjusted by the National Geodetic Survey in June 1991..
 KX0858
 KX0858.The geoid height was determined by GEOID03.
 KX0858
 KX0858.The dynamic height is computed by dividing the NAVD 88
 KX0858.geopotential number by the normal gravity value computed on the
 KX0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0858.degrees latitude (g = 980.6199 gals.).
 KX0858
 KX0858.The modeled gravity was interpolated from observed gravity values.
 KX0858
 KX0858;                    North         East    Units  Estimated Accuracy
 KX0858;SPC PA S     -   133,650.      452,240.      MT  (+/- 180 meters Scaled)
 KX0858
 KX0858                          SUPERSEDED SURVEY CONTROL
 KX0858
 KX0858  NGVD 29 (??/??/92)  254.624  (m)          835.38   (f) ADJ UNCH    1 2
 KX0858
 KX0858.Superseded values are not recommended for survey control.
 KX0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0858.See file dsdata.txt to determine how the superseded data were derived.
 KX0858
 KX0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE275869(NAD 83)
 KX0858_MARKER: DB = BENCH MARK DISK
 KX0858_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0858_SP_SET: SIGNAL BASE
 KX0858_STAMPING: C 137 1947
 KX0858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0858
 KX0858  HISTORY     - Date     Condition        Report By
 KX0858  HISTORY     - 1941     MONUMENTED       CGS
 KX0858
 KX0858                          STATION DESCRIPTION
 KX0858
 KX0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX0858'19.2 MI SE FROM SCHENLEY.
 KX0858'IN WESTMORELAND COUNTY, ABOUT 19.2 MILES SOUTHEAST ALONG THE
 KX0858'PENNSYLVANIA RAILROAD FROM SCHENLEY, ARMSTRONG COUNTY, AT SALINA,
 KX0858'ABOUT 79 FEET UPSTREAM FROM A POINT DIRECTLY BENEATH THE EDGE OF
 KX0858'A HIGHWAY BRIDGE ACROSS THE RIVER, 74.6 FEET DOWNSTREAM FROM THE
 KX0858'DOWNSTREAM CORNER OF THE STATION, 9.2 FEET LANDWARD OF THE LAND
 KX0858'RAIL, LEVEL WITH THE TOP OF THE RAIL, AND SET IN THE TOP OF AN
 KX0858'ABANDONED SIGNAL BASE.  A STANDARD DISK, STAMPED C 137 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1222 ***********************************************************************
 MA1222  DESIGNATION -  C 138
 MA1222  PID         -  MA1222
 MA1222  STATE/COUNTY-  PA/VENANGO
 MA1222  USGS QUAD   -  KENNERDELL (1981)
 MA1222
 MA1222                         *CURRENT SURVEY CONTROL
 MA1222  ___________________________________________________________________
 MA1222* NAD 83(1986)-  41 18 13.     (N)    079 50 34.     (W)     SCALED    
 MA1222* NAVD 88     -       292.558  (meters)     959.83   (feet)  ADJUSTED  
 MA1222  ___________________________________________________________________
 MA1222  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 MA1222  DYNAMIC HT  -         292.423 (meters)     959.39  (feet)  COMP
 MA1222  MODELED GRAV-     980,154.6   (mgal)                       NAVD 88
 MA1222
 MA1222  VERT ORDER  -  FIRST     CLASS II
 MA1222
 MA1222.The horizontal coordinates were scaled from a topographic map and have
 MA1222.an estimated accuracy of +/- 6 seconds.
 MA1222
 MA1222.The orthometric height was determined by differential leveling
 MA1222.and adjusted by the National Geodetic Survey in June 1991..
 MA1222
 MA1222.The geoid height was determined by GEOID03.
 MA1222
 MA1222.The dynamic height is computed by dividing the NAVD 88
 MA1222.geopotential number by the normal gravity value computed on the
 MA1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1222.degrees latitude (g = 980.6199 gals.).
 MA1222
 MA1222.The modeled gravity was interpolated from observed gravity values.
 MA1222
 MA1222;                    North         East    Units  Estimated Accuracy
 MA1222;SPC PA N     -   128,380.      424,760.      MT  (+/- 180 meters Scaled)
 MA1222
 MA1222                          SUPERSEDED SURVEY CONTROL
 MA1222
 MA1222  NGVD 29 (??/??/92)  292.731  (m)          960.40   (f) ADJ UNCH    1 2
 MA1222
 MA1222.Superseded values are not recommended for survey control.
 MA1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1222.See file dsdata.txt to determine how the superseded data were derived.
 MA1222
 MA1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF968731(NAD 83)
 MA1222_MARKER: DB = BENCH MARK DISK
 MA1222_SETTING: 80 = SET IN A BOULDER
 MA1222_SP_SET: BOULDER
 MA1222_STAMPING: C 138 1941
 MA1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1222+STABILITY: SURFACE MOTION
 MA1222
 MA1222  HISTORY     - Date     Condition        Report By
 MA1222  HISTORY     - 1941     MONUMENTED       CGS
 MA1222
 MA1222                          STATION DESCRIPTION
 MA1222
 MA1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA1222'1 MI S FROM BRANDON.
 MA1222'ABOUT 1 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM BRANDON,
 MA1222'VENANGO COUNTY, ABOUT 1,000 FEET UPSTREAM FROM MILEPOST 112, 400
 MA1222'FEET DOWNSTREAM FROM A POINT OPPOSITE THE UPPER END OF A SMALL
 MA1222'ISLAND IN ALLEGHENY RIVER, 29.2 FEET LANDWARD OF THE LAND RAIL,
 MA1222'IN THE TOP OF A LARGE BOULDER, AND 2.5 FEET ABOVE THE TOP OF THE
 MA1222'RAIL.  A STANDARD DISK, STAMPED C 138 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0791 ***********************************************************************
 MA0791  DESIGNATION -  C 139
 MA0791  PID         -  MA0791
 MA0791  STATE/COUNTY-  PA/WARREN
 MA0791  USGS QUAD   -  YOUNGSVILLE (1981)
 MA0791
 MA0791                         *CURRENT SURVEY CONTROL
 MA0791  ___________________________________________________________________
 MA0791* NAD 83(1986)-  41 49 19.     (N)    079 16 35.     (W)     SCALED    
 MA0791* NAVD 88     -       354.320  (meters)    1162.46   (feet)  ADJUSTED  
 MA0791  ___________________________________________________________________
 MA0791  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 MA0791  DYNAMIC HT  -         354.171 (meters)    1161.98  (feet)  COMP
 MA0791  MODELED GRAV-     980,192.1   (mgal)                       NAVD 88
 MA0791
 MA0791  VERT ORDER  -  FIRST     CLASS II
 MA0791
 MA0791.The horizontal coordinates were scaled from a topographic map and have
 MA0791.an estimated accuracy of +/- 6 seconds.
 MA0791
 MA0791.The orthometric height was determined by differential leveling
 MA0791.and adjusted by the National Geodetic Survey in June 1991..
 MA0791
 MA0791.The geoid height was determined by GEOID03.
 MA0791
 MA0791.The dynamic height is computed by dividing the NAVD 88
 MA0791.geopotential number by the normal gravity value computed on the
 MA0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0791.degrees latitude (g = 980.6199 gals.).
 MA0791
 MA0791.The modeled gravity was interpolated from observed gravity values.
 MA0791
 MA0791;                    North         East    Units  Estimated Accuracy
 MA0791;SPC PA N     -   184,950.      473,190.      MT  (+/- 180 meters Scaled)
 MA0791
 MA0791                          SUPERSEDED SURVEY CONTROL
 MA0791
 MA0791  NGVD 29 (??/??/92)  354.481  (m)         1162.99   (f) ADJ UNCH    1 2
 MA0791
 MA0791.Superseded values are not recommended for survey control.
 MA0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0791.See file dsdata.txt to determine how the superseded data were derived.
 MA0791
 MA0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG431314(NAD 83)
 MA0791_MARKER: DB = BENCH MARK DISK
 MA0791_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0791_SP_SET: ABUTMENT
 MA0791_STAMPING: C 139 1941
 MA0791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0791
 MA0791  HISTORY     - Date     Condition        Report By
 MA0791  HISTORY     - 1941     MONUMENTED       CGS
 MA0791  HISTORY     - 20031011 GOOD             USPSQD
 MA0791
 MA0791                          STATION DESCRIPTION
 MA0791
 MA0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA0791'1.3 MI S FROM IRVINETON.
 MA0791'ABOUT 1.3 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0791'IRVINETON, WARREN COUNTY, ABOUT 170 FEET NORTH OF THE CENTER
 MA0791'OF A ROAD CROSSING, AT BRIDGE 48.8, IN THE TOP OF THE NORTH END
 MA0791'OF THE WEST ABUTMENT, 6.6 FEET WEST OF THE WEST RAIL, AND ABOUT
 MA0791'1.5 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 MA0791'STAMPED C 139 1941.
 MA0791
 MA0791                          STATION RECOVERY (2003)
 MA0791
 MA0791'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 MA0791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2236 ***********************************************************************
 KW2236  DESIGNATION -  C 14 USGS
 KW2236  PID         -  KW2236
 KW2236  STATE/COUNTY-  PA/CUMBERLAND
 KW2236  USGS QUAD   -  SHIPPENSBURG (1973)
 KW2236
 KW2236                         *CURRENT SURVEY CONTROL
 KW2236  ___________________________________________________________________
 KW2236* NAD 83(1986)-  40 03 02.     (N)    077 31 15.     (W)     SCALED    
 KW2236* NAVD 88     -       199.149  (meters)     653.37   (feet)  ADJUSTED  
 KW2236  ___________________________________________________________________
 KW2236  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 KW2236  DYNAMIC HT  -         199.038 (meters)     653.01  (feet)  COMP
 KW2236  MODELED GRAV-     980,063.3   (mgal)                       NAVD 88
 KW2236
 KW2236  VERT ORDER  -  FIRST     CLASS II
 KW2236
 KW2236.The horizontal coordinates were scaled from a topographic map and have
 KW2236.an estimated accuracy of +/- 6 seconds.
 KW2236
 KW2236.The orthometric height was determined by differential leveling
 KW2236.and adjusted by the National Geodetic Survey in June 1991..
 KW2236
 KW2236.The geoid height was determined by GEOID03.
 KW2236
 KW2236.The dynamic height is computed by dividing the NAVD 88
 KW2236.geopotential number by the normal gravity value computed on the
 KW2236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2236.degrees latitude (g = 980.6199 gals.).
 KW2236
 KW2236.The modeled gravity was interpolated from observed gravity values.
 KW2236
 KW2236;                    North         East    Units  Estimated Accuracy
 KW2236;SPC PA S     -    79,660.      619,560.      MT  (+/- 180 meters Scaled)
 KW2236
 KW2236                          SUPERSEDED SURVEY CONTROL
 KW2236
 KW2236  NGVD 29 (??/??/??)  199.349  (m)          654.03   (f) ADJUSTED    1 2
 KW2236
 KW2236.Superseded values are not recommended for survey control.
 KW2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2236.See file dsdata.txt to determine how the superseded data were derived.
 KW2236
 KW2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK849364(NAD 83)
 KW2236_MARKER: DD = SURVEY DISK
 KW2236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2236_SP_SET: STEP
 KW2236_STAMPING: C 14 1921
 KW2236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2236
 KW2236  HISTORY     - Date     Condition        Report By
 KW2236  HISTORY     - 1921     MONUMENTED       USGS
 KW2236  HISTORY     - 1960     GOOD             CGS
 KW2236  HISTORY     - 1975     GOOD             LOCENG
 KW2236  HISTORY     - 1979     GOOD             NGS
 KW2236
 KW2236                          STATION DESCRIPTION
 KW2236
 KW2236'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2236'AT SHIPPENSBURG.
 KW2236'AT SHIPPENSBURG, CUMBERLAND COUNTY, AT THE NORTHWEST CORNER OF
 KW2236'MAIN STREET AND RAILROAD AVENUE, AT THE FIRST NATIONAL BANK,
 KW2236'AND IN THE NORTH END OF THE FRONT STEPS.  A UNITED STATES
 KW2236'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 654.031 C 14 1921.
 KW2236
 KW2236                          STATION RECOVERY (1975)
 KW2236
 KW2236'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 KW2236'STREETS NOW NAMED KING AND EARL.
 KW2236
 KW2236                          STATION RECOVERY (1979)
 KW2236
 KW2236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2236'STAMPING NOT LEGIBLE DUE TO PEDESTRIAN TRAFFIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1281 ***********************************************************************
 MA1281  DESIGNATION -  C 140
 MA1281  PID         -  MA1281
 MA1281  STATE/COUNTY-  PA/VENANGO
 MA1281  USGS QUAD   -  PRESIDENT (1981)
 MA1281
 MA1281                         *CURRENT SURVEY CONTROL
 MA1281  ___________________________________________________________________
 MA1281* NAD 83(1986)-  41 27 23.     (N)    079 36 38.     (W)     SCALED    
 MA1281* NAVD 88     -       315.198  (meters)    1034.11   (feet)  ADJUSTED  
 MA1281  ___________________________________________________________________
 MA1281  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 MA1281  DYNAMIC HT  -         315.055 (meters)    1033.64  (feet)  COMP
 MA1281  MODELED GRAV-     980,161.4   (mgal)                       NAVD 88
 MA1281
 MA1281  VERT ORDER  -  FIRST     CLASS II
 MA1281
 MA1281.The horizontal coordinates were scaled from a topographic map and have
 MA1281.an estimated accuracy of +/- 6 seconds.
 MA1281
 MA1281.The orthometric height was determined by differential leveling
 MA1281.and adjusted by the National Geodetic Survey in June 1991..
 MA1281
 MA1281.The geoid height was determined by GEOID03.
 MA1281
 MA1281.The dynamic height is computed by dividing the NAVD 88
 MA1281.geopotential number by the normal gravity value computed on the
 MA1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1281.degrees latitude (g = 980.6199 gals.).
 MA1281
 MA1281.The modeled gravity was interpolated from observed gravity values.
 MA1281
 MA1281;                    North         East    Units  Estimated Accuracy
 MA1281;SPC PA N     -   144,900.      444,570.      MT  (+/- 180 meters Scaled)
 MA1281
 MA1281                          SUPERSEDED SURVEY CONTROL
 MA1281
 MA1281  NGVD 29 (??/??/92)  315.37   (m)         1034.7    (f) COMPUTED    1 2
 MA1281
 MA1281.Superseded values are not recommended for survey control.
 MA1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1281.See file dsdata.txt to determine how the superseded data were derived.
 MA1281
 MA1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF160903(NAD 83)
 MA1281_MARKER: DB = BENCH MARK DISK
 MA1281_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1281_SP_SET: ABUTMENT
 MA1281_STAMPING: C 140 1941
 MA1281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1281
 MA1281  HISTORY     - Date     Condition        Report By
 MA1281  HISTORY     - 1941     MONUMENTED       CGS
 MA1281
 MA1281                          STATION DESCRIPTION
 MA1281
 MA1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA1281'0.3 MI NE FROM OLEOPOLIS.
 MA1281'ALONG THE PENNSYLVANIA R.R., ABOUT 0.3 MILES NORTHEAST OF
 MA1281'OLEOPOLIS, PENNSYLVANIA, SET IN THE TOP OF THE NORTH END OF WEST
 MA1281'ABUTMENT OF R.R. BRIDGE 9-43, 7.0 FEET NORTH OF NORTH RAIL, AND
 MA1281'28.8 FEET SOUTHEAST OF TELEGRAPH POLE 9-16.  A STANDARD DISK,
 MA1281'STAMPED C 140 1941, AND SET IN BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1282 ***********************************************************************
 MA1282  DESIGNATION -  C 140 RESET
 MA1282  PID         -  MA1282
 MA1282  STATE/COUNTY-  PA/VENANGO
 MA1282  USGS QUAD   -  PRESIDENT (1981)
 MA1282
 MA1282                         *CURRENT SURVEY CONTROL
 MA1282  ___________________________________________________________________
 MA1282* NAD 83(1986)-  41 27 23.     (N)    079 36 38.     (W)     SCALED    
 MA1282* NAVD 88     -       314.97   (+/-2cm)    1033.4    (feet)  VERTCON   
 MA1282  ___________________________________________________________________
 MA1282  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 MA1282
 MA1282  VERT ORDER  -  THIRD (See Below)
 MA1282
 MA1282.The horizontal coordinates were scaled from a topographic map and have
 MA1282.an estimated accuracy of +/- 6 seconds.
 MA1282
 MA1282.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA1282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA1282.The vertical order pertains to the NGVD 29 superseded value.
 MA1282
 MA1282.The geoid height was determined by GEOID03.
 MA1282
 MA1282;                    North         East    Units  Estimated Accuracy
 MA1282;SPC PA N     -   144,900.      444,570.      MT  (+/- 180 meters Scaled)
 MA1282
 MA1282                          SUPERSEDED SURVEY CONTROL
 MA1282
 MA1282  NGVD 29 (??/??/??)  315.14   (m)         1033.9    (f) RESET       3  
 MA1282
 MA1282.Superseded values are not recommended for survey control.
 MA1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1282.See file dsdata.txt to determine how the superseded data were derived.
 MA1282
 MA1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF160903(NAD 83)
 MA1282_MARKER: DB = BENCH MARK DISK
 MA1282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1282_SP_SET: ABUTMENT
 MA1282_STAMPING: C 140 RESET 1944
 MA1282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1282
 MA1282  HISTORY     - Date     Condition        Report By
 MA1282  HISTORY     - 1944     MONUMENTED       PRR
 MA1282
 MA1282                          STATION DESCRIPTION
 MA1282
 MA1282'DESCRIBED BY PENNSYLVANIA RAILROAD 1944
 MA1282'0.3 MI NE FROM OLEOPOLIS.
 MA1282'0.3 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA1282'STATION AT OLEOPOLIS, VENANGO COUNTY, 30 FEET SOUTHEAST OF POLE
 MA1282'9+16, AT BRIDGE 9.43, IN THE TOP OF THE NORTH END OF THE WEST
 MA1282'ABUTMENT, AND 7 FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK,
 MA1282'STAMPED C 140 RESET 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0670 ***********************************************************************
 MA0670  DESIGNATION -  C 141
 MA0670  PID         -  MA0670
 MA0670  STATE/COUNTY-  PA/WARREN
 MA0670  USGS QUAD   -  CORNPLANTER RUN (1983)
 MA0670
 MA0670                         *CURRENT SURVEY CONTROL
 MA0670  ___________________________________________________________________
 MA0670* NAD 83(1986)-  41 56 06.     (N)    078 55 43.     (W)     SCALED    
 MA0670* NAVD 88     -       386.601  (meters)    1268.37   (feet)  ADJUSTED  
 MA0670  ___________________________________________________________________
 MA0670  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 MA0670  DYNAMIC HT  -         386.450 (meters)    1267.88  (feet)  COMP
 MA0670  MODELED GRAV-     980,221.0   (mgal)                       NAVD 88
 MA0670
 MA0670  VERT ORDER  -  FIRST     CLASS II
 MA0670
 MA0670.The horizontal coordinates were scaled from a topographic map and have
 MA0670.an estimated accuracy of +/- 6 seconds.
 MA0670
 MA0670.The orthometric height was determined by differential leveling
 MA0670.and adjusted by the National Geodetic Survey in June 1991..
 MA0670
 MA0670.The geoid height was determined by GEOID03.
 MA0670
 MA0670.The dynamic height is computed by dividing the NAVD 88
 MA0670.geopotential number by the normal gravity value computed on the
 MA0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0670.degrees latitude (g = 980.6199 gals.).
 MA0670
 MA0670.The modeled gravity was interpolated from observed gravity values.
 MA0670
 MA0670;                    North         East    Units  Estimated Accuracy
 MA0670;SPC PA N     -   197,050.      502,260.      MT  (+/- 180 meters Scaled)
 MA0670
 MA0670                          SUPERSEDED SURVEY CONTROL
 MA0670
 MA0670  NGVD 29 (??/??/92)  386.767  (m)         1268.92   (f) ADJ UNCH    1 2
 MA0670
 MA0670.Superseded values are not recommended for survey control.
 MA0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0670.See file dsdata.txt to determine how the superseded data were derived.
 MA0670
 MA0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG717446(NAD 83)
 MA0670_MARKER: DB = BENCH MARK DISK
 MA0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0670_STAMPING: C 141 1941
 MA0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0670+STABILITY: SURFACE MOTION
 MA0670
 MA0670  HISTORY     - Date     Condition        Report By
 MA0670  HISTORY     - 1941     MONUMENTED       CGS
 MA0670  HISTORY     - 1966     MARK NOT FOUND   USGS
 MA0670
 MA0670                          STATION DESCRIPTION
 MA0670
 MA0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA0670'3.8 MI S FROM CORYDON.
 MA0670'3.8 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA0670'AT CORYDON, WARREN COUNTY, 0.4 MILE DOWNSTREAM FROM MILEPOST
 MA0670'74, AT A ROAD CROSSING, 100 FEET NORTH OF THE CENTER LINE OF THE
 MA0670'ROAD, 39 FEET WEST OF THE CENTER LINE OF THE MAIN TRACK, AND
 MA0670'ABOUT 2 FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 MA0670'STAMPED C 141 1941 AND SET IN THE TOP OF A CONCRETE POST.
 MA0670
 MA0670                          STATION RECOVERY (1966)
 MA0670
 MA0670'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MA0670'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1534 ***********************************************************************
 MA1534  DESIGNATION -  C 142
 MA1534  PID         -  MA1534
 MA1534  STATE/COUNTY-  PA/CRAWFORD
 MA1534  USGS QUAD   -  MILLERS STATION (1977)
 MA1534
 MA1534                         *CURRENT SURVEY CONTROL
 MA1534  ___________________________________________________________________
 MA1534* NAD 83(1986)-  41 50 56.     (N)    079 58 34.     (W)     SCALED    
 MA1534* NAVD 88     -       353.704  (meters)    1160.44   (feet)  ADJUSTED  
 MA1534  ___________________________________________________________________
 MA1534  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 MA1534  DYNAMIC HT  -         353.561 (meters)    1159.97  (feet)  COMP
 MA1534  MODELED GRAV-     980,207.3   (mgal)                       NAVD 88
 MA1534
 MA1534  VERT ORDER  -  FIRST     CLASS II
 MA1534
 MA1534.The horizontal coordinates were scaled from a topographic map and have
 MA1534.an estimated accuracy of +/- 6 seconds.
 MA1534
 MA1534.The orthometric height was determined by differential leveling
 MA1534.and adjusted by the National Geodetic Survey in June 1991..
 MA1534
 MA1534.The geoid height was determined by GEOID03.
 MA1534
 MA1534.The dynamic height is computed by dividing the NAVD 88
 MA1534.geopotential number by the normal gravity value computed on the
 MA1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1534.degrees latitude (g = 980.6199 gals.).
 MA1534
 MA1534.The modeled gravity was interpolated from observed gravity values.
 MA1534
 MA1534;                    North         East    Units  Estimated Accuracy
 MA1534;SPC PA N     -   189,200.      415,150.      MT  (+/- 180 meters Scaled)
 MA1534
 MA1534                          SUPERSEDED SURVEY CONTROL
 MA1534
 MA1534  NGVD 29 (??/??/92)  353.878  (m)         1161.01   (f) ADJ UNCH    1 2
 MA1534
 MA1534.Superseded values are not recommended for survey control.
 MA1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1534.See file dsdata.txt to determine how the superseded data were derived.
 MA1534
 MA1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG849335(NAD 83)
 MA1534_MARKER: DB = BENCH MARK DISK
 MA1534_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1534_SP_SET: SIGNAL TOWER BASE
 MA1534_STAMPING: C 142 1941
 MA1534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1534
 MA1534  HISTORY     - Date     Condition        Report By
 MA1534  HISTORY     - 1941     MONUMENTED       CGS
 MA1534
 MA1534                          STATION DESCRIPTION
 MA1534
 MA1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA1534'2.3 MI SW FROM MILL VILLAGE.
 MA1534'IN CRAWFORD COUNTY, 2.3 MILES SOUTHWEST ALONG THE ERIE RAILROAD
 MA1534'FROM THE STATION AT MILL VILLAGE, ERIE COUNTY, 15 RAIL NORTHEAST
 MA1534'OF MILEPOST 82, 13 RAILS SOUTHWEST OF A ROAD CROSSING AT THE
 MA1534'CRAWFORD-ERIE COUNTY LINE, IN THE WEST CORNER OF THE CONCRETE
 MA1534'BASE OF SIGNAL TOWER 494-1, 10.8 FEET NORTHWEST OF THE NORTHWEST
 MA1534'RAIL, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED C 142
 MA1534'1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1483 ***********************************************************************
 MA1483  DESIGNATION -  C 143
 MA1483  PID         -  MA1483
 MA1483  STATE/COUNTY-  PA/ERIE
 MA1483  USGS QUAD   -  UNION CITY (1977)
 MA1483
 MA1483                         *CURRENT SURVEY CONTROL
 MA1483  ___________________________________________________________________
 MA1483* NAD 83(1986)-  41 53 37.     (N)    079 49 38.     (W)     SCALED    
 MA1483* NAVD 88     -       394.649  (meters)    1294.78   (feet)  ADJUSTED  
 MA1483  ___________________________________________________________________
 MA1483  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 MA1483  DYNAMIC HT  -         394.486 (meters)    1294.24  (feet)  COMP
 MA1483  MODELED GRAV-     980,198.3   (mgal)                       NAVD 88
 MA1483
 MA1483  VERT ORDER  -  FIRST     CLASS II
 MA1483
 MA1483.The horizontal coordinates were scaled from a topographic map and have
 MA1483.an estimated accuracy of +/- 6 seconds.
 MA1483
 MA1483.The orthometric height was determined by differential leveling
 MA1483.and adjusted by the National Geodetic Survey in June 1991..
 MA1483
 MA1483.The geoid height was determined by GEOID03.
 MA1483
 MA1483.The dynamic height is computed by dividing the NAVD 88
 MA1483.geopotential number by the normal gravity value computed on the
 MA1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1483.degrees latitude (g = 980.6199 gals.).
 MA1483
 MA1483.The modeled gravity was interpolated from observed gravity values.
 MA1483
 MA1483;                    North         East    Units  Estimated Accuracy
 MA1483;SPC PA N     -   193,860.      427,630.      MT  (+/- 180 meters Scaled)
 MA1483
 MA1483                          SUPERSEDED SURVEY CONTROL
 MA1483
 MA1483  NGVD 29 (??/??/92)  394.807  (m)         1295.30   (f) ADJ UNCH    1 2
 MA1483
 MA1483.Superseded values are not recommended for survey control.
 MA1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1483.See file dsdata.txt to determine how the superseded data were derived.
 MA1483
 MA1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG972386(NAD 83)
 MA1483_MARKER: DB = BENCH MARK DISK
 MA1483_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1483_SP_SET: ABUTMENT
 MA1483_STAMPING: C 143 1941
 MA1483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1483
 MA1483  HISTORY     - Date     Condition        Report By
 MA1483  HISTORY     - 1941     MONUMENTED       CGS
 MA1483  HISTORY     - 1964     GOOD             NGS
 MA1483
 MA1483                          STATION DESCRIPTION
 MA1483
 MA1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA1483'0.9 MI SE FROM UNION CITY.
 MA1483'0.9 MILE SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA1483'STATION AT UNION CITY, ERIE COUNTY, ABOUT 12 RAILS SOUTH OF
 MA1483'MILEPOST 27, AT BRIDGE 27.05, 1.5 FEET NORTHWEST OF THE SOUTHEAST
 MA1483'END OF THE SOUTH ABUTMENT, 1 FOOT SOUTHWEST OF THE NORTHEAST
 MA1483'EDGE, 11.1 FEET EAST OF THE EAST RAIL OF THE TRACK, AND 6 FEET
 MA1483'EAST OF THE SOUTHEAST GUARDRAIL POST.  A STANDARD DISK, STAMPED
 MA1483'C 143 1941.
 MA1483
 MA1483                          STATION RECOVERY (1964)
 MA1483
 MA1483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 MA1483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0867 ***********************************************************************
 KW0867  DESIGNATION -  C 144
 KW0867  PID         -  KW0867
 KW0867  STATE/COUNTY-  PA/DAUPHIN
 KW0867  USGS QUAD   -  HARRISBURG WEST (1987)
 KW0867
 KW0867                         *CURRENT SURVEY CONTROL
 KW0867  ___________________________________________________________________
 KW0867* NAD 83(1986)-  40 18 33.     (N)    076 53 38.     (W)     SCALED    
 KW0867* NAVD 88     -       103.735  (meters)     340.34   (feet)  ADJUSTED  
 KW0867  ___________________________________________________________________
 KW0867  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KW0867  DYNAMIC HT  -         103.684 (meters)     340.17  (feet)  COMP
 KW0867  MODELED GRAV-     980,129.1   (mgal)                       NAVD 88
 KW0867
 KW0867  VERT ORDER  -  FIRST     CLASS I
 KW0867
 KW0867.The horizontal coordinates were scaled from a topographic map and have
 KW0867.an estimated accuracy of +/- 6 seconds.
 KW0867
 KW0867.The orthometric height was determined by differential leveling
 KW0867.and adjusted by the National Geodetic Survey in June 1991..
 KW0867
 KW0867.The geoid height was determined by GEOID03.
 KW0867
 KW0867.The dynamic height is computed by dividing the NAVD 88
 KW0867.geopotential number by the normal gravity value computed on the
 KW0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0867.degrees latitude (g = 980.6199 gals.).
 KW0867
 KW0867.The modeled gravity was interpolated from observed gravity values.
 KW0867
 KW0867;                    North         East    Units  Estimated Accuracy
 KW0867;SPC PA S     -   108,700.      672,770.      MT  (+/- 180 meters Scaled)
 KW0867
 KW0867                          SUPERSEDED SURVEY CONTROL
 KW0867
 KW0867  NGVD 29 (??/??/??)  103.948  (m)          341.04   (f) ADJUSTED    1 1
 KW0867
 KW0867.Superseded values are not recommended for survey control.
 KW0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0867.See file dsdata.txt to determine how the superseded data were derived.
 KW0867
 KW0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK390637(NAD 83)
 KW0867_MARKER: DB = BENCH MARK DISK
 KW0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0867_STAMPING: C 144 1941
 KW0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0867+STABILITY: SURFACE MOTION
 KW0867_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0867+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2001
 KW0867
 KW0867  HISTORY     - Date     Condition        Report By
 KW0867  HISTORY     - 1941     MONUMENTED       CGS
 KW0867  HISTORY     - 1966     GOOD             CGS
 KW0867  HISTORY     - 19950311 GOOD             USPSQD
 KW0867  HISTORY     - 20010108 GOOD             PADT
 KW0867
 KW0867                          STATION DESCRIPTION
 KW0867
 KW0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0867'3.2 MI N FROM HARRISBURG.
 KW0867'ABOUT 3.2 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW0867'STATION AT HARRISBURG, 72 FEET NORTHEAST OF THE 3RD POWER POLE
 KW0867'NORTH OF THE RESCUE FIRE COMPANY BUILDING, 58 FEET EAST OF THE
 KW0867'EAST CURB OF 6TH STREET, 29 FEET SOUTHWEST OF MILEPOST 108, 25
 KW0867'FEET WEST OF THE WEST RAIL OF THE WEST TRACK, 1.5 FEET EAST
 KW0867'OF A TELEPHONE POLE BEARING A WITNESS SHIELD, ABOUT 4 FEET ABOVE
 KW0867'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 KW0867'PROJECTING 3-INCHES.
 KW0867
 KW0867                          STATION RECOVERY (1995)
 KW0867
 KW0867'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW0867'RECOVERED IN GOOD CONDITION.
 KW0867
 KW0867                          STATION RECOVERY (2001)
 KW0867
 KW0867'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (SMM)
 KW0867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1812 ***********************************************************************
 KW1812  DESIGNATION -  C 145
 KW1812  PID         -  KW1812
 KW1812  STATE/COUNTY-  PA/PERRY
 KW1812  USGS QUAD   -  DUNCANNON (1984)
 KW1812
 KW1812                         *CURRENT SURVEY CONTROL
 KW1812  ___________________________________________________________________
 KW1812* NAD 83(1986)-  40 28 04.     (N)    077 06 58.     (W)     SCALED    
 KW1812* NAVD 88     -       121.827  (meters)     399.69   (feet)  ADJUSTED  
 KW1812  ___________________________________________________________________
 KW1812  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 KW1812  DYNAMIC HT  -         121.769 (meters)     399.50  (feet)  COMP
 KW1812  MODELED GRAV-     980,147.9   (mgal)                       NAVD 88
 KW1812
 KW1812  VERT ORDER  -  FIRST     CLASS I
 KW1812
 KW1812.The horizontal coordinates were scaled from a topographic map and have
 KW1812.an estimated accuracy of +/- 6 seconds.
 KW1812
 KW1812.The orthometric height was determined by differential leveling
 KW1812.and adjusted by the National Geodetic Survey in June 1991..
 KW1812
 KW1812.The geoid height was determined by GEOID03.
 KW1812
 KW1812.The dynamic height is computed by dividing the NAVD 88
 KW1812.geopotential number by the normal gravity value computed on the
 KW1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1812.degrees latitude (g = 980.6199 gals.).
 KW1812
 KW1812.The modeled gravity was interpolated from observed gravity values.
 KW1812
 KW1812;                    North         East    Units  Estimated Accuracy
 KW1812;SPC PA S     -   126,160.      653,760.      MT  (+/- 180 meters Scaled)
 KW1812
 KW1812                          SUPERSEDED SURVEY CONTROL
 KW1812
 KW1812  NGVD 29 (??/??/??)  122.047  (m)          400.42   (f) ADJUSTED    1 1
 KW1812
 KW1812.Superseded values are not recommended for survey control.
 KW1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1812.See file dsdata.txt to determine how the superseded data were derived.
 KW1812
 KW1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK206818(NAD 83)
 KW1812_MARKER: DB = BENCH MARK DISK
 KW1812_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1812_SP_SET: FLOOR
 KW1812_STAMPING: C 145 1941
 KW1812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1812
 KW1812  HISTORY     - Date     Condition        Report By
 KW1812  HISTORY     - 1941     MONUMENTED       CGS
 KW1812  HISTORY     - 1966     GOOD             CGS
 KW1812
 KW1812                          STATION DESCRIPTION
 KW1812
 KW1812'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1812'1.3 MI SE FROM NEWPORT.
 KW1812'ABOUT 1.3 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW1812'THE ABANDONED STATION AT NEWPORT, 8 RAILS WEST OF MILEPOST
 KW1812'131, 40 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK,
 KW1812'SET IN THE TOP OF THE CONCRETE FLOOR OF A 10- BY 10-FOOT ROCK
 KW1812'PUMP HOUSE, 2.2 FEET WEST OF THE PUMP, 33 FEET WEST OF THE CENTER
 KW1812'LINE OF A PAVED ROAD, AND ABOUT 3 1/2 FEET BELOW THE LEVEL OF
 KW1812'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1362 ***********************************************************************
 KW1362  DESIGNATION -  C 146
 KW1362  PID         -  KW1362
 KW1362  STATE/COUNTY-  PA/DAUPHIN
 KW1362  USGS QUAD   -  MILLERSBURG (1969)
 KW1362
 KW1362                         *CURRENT SURVEY CONTROL
 KW1362  ___________________________________________________________________
 KW1362* NAD 83(1986)-  40 34 25.     (N)    076 58 18.     (W)     SCALED    
 KW1362* NAVD 88     -       120.566  (meters)     395.56   (feet)  ADJUSTED  
 KW1362  ___________________________________________________________________
 KW1362  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 KW1362  DYNAMIC HT  -         120.510 (meters)     395.37  (feet)  COMP
 KW1362  MODELED GRAV-     980,154.8   (mgal)                       NAVD 88
 KW1362
 KW1362  VERT ORDER  -  FIRST     CLASS II
 KW1362
 KW1362.The horizontal coordinates were scaled from a topographic map and have
 KW1362.an estimated accuracy of +/- 6 seconds.
 KW1362
 KW1362.The orthometric height was determined by differential leveling
 KW1362.and adjusted by the National Geodetic Survey in June 1991..
 KW1362
 KW1362.The geoid height was determined by GEOID03.
 KW1362
 KW1362.The dynamic height is computed by dividing the NAVD 88
 KW1362.geopotential number by the normal gravity value computed on the
 KW1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1362.degrees latitude (g = 980.6199 gals.).
 KW1362
 KW1362.The modeled gravity was interpolated from observed gravity values.
 KW1362
 KW1362;                    North         East    Units  Estimated Accuracy
 KW1362;SPC PA S     -   138,010.      665,900.      MT  (+/- 180 meters Scaled)
 KW1362
 KW1362                          SUPERSEDED SURVEY CONTROL
 KW1362
 KW1362  NGVD 29 (??/??/??)  120.794  (m)          396.31   (f) ADJUSTED    1 2
 KW1362
 KW1362.Superseded values are not recommended for survey control.
 KW1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1362.See file dsdata.txt to determine how the superseded data were derived.
 KW1362
 KW1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK331932(NAD 83)
 KW1362_MARKER: DB = BENCH MARK DISK
 KW1362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1362_SP_SET: CULVERT
 KW1362_STAMPING: C 146 1941
 KW1362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1362_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1362+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 KW1362
 KW1362  HISTORY     - Date     Condition        Report By
 KW1362  HISTORY     - 1941     MONUMENTED       CGS
 KW1362  HISTORY     - 1989     GOOD             USPSQD
 KW1362  HISTORY     - 20060319 GOOD             GEOCAC
 KW1362
 KW1362                          STATION DESCRIPTION
 KW1362
 KW1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1362'2.6 MI N FROM MILLERSBURG.
 KW1362'2.6 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KW1362'AT MILLERSBURG, ABOUT 230 FEET SOUTH OF MILEPOST 115, 17 FEET
 KW1362'WEST OF THE CENTERLINE OF STATE HIGHWAY 14, AT A HIGHWAY CULVERT,
 KW1362'IN THE TOP OF THE NORTH END OF A CONCRETE HEADWALL, AND 13 FEET
 KW1362'EAST OF THE EAST RAIL.
 KW1362
 KW1362                          STATION RECOVERY (1989)
 KW1362
 KW1362'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1362'RECOVERED IN GOOD CONDITION.
 KW1362
 KW1362                          STATION RECOVERY (2006)
 KW1362
 KW1362'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW1362'N 40 34 23.6 W 076 58 19.9
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1407 ***********************************************************************
 KW1407  DESIGNATION -  C 147
 KW1407  PID         -  KW1407
 KW1407  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW1407  USGS QUAD   -  NORTHUMBERLAND (1994)
 KW1407
 KW1407                         *CURRENT SURVEY CONTROL
 KW1407  ___________________________________________________________________
 KW1407* NAD 83(1986)-  40 54 53.     (N)    076 50 33.     (W)     SCALED    
 KW1407* NAVD 88     -       139.050  (meters)     456.20   (feet)  ADJUSTED  
 KW1407  ___________________________________________________________________
 KW1407  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KW1407  DYNAMIC HT  -         138.989 (meters)     456.00  (feet)  COMP
 KW1407  MODELED GRAV-     980,183.3   (mgal)                       NAVD 88
 KW1407
 KW1407  VERT ORDER  -  FIRST     CLASS II
 KW1407
 KW1407.The horizontal coordinates were scaled from a topographic map and have
 KW1407.an estimated accuracy of +/- 6 seconds.
 KW1407
 KW1407.The orthometric height was determined by differential leveling
 KW1407.and adjusted by the National Geodetic Survey in June 1991..
 KW1407
 KW1407.The geoid height was determined by GEOID03.
 KW1407
 KW1407.The dynamic height is computed by dividing the NAVD 88
 KW1407.geopotential number by the normal gravity value computed on the
 KW1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1407.degrees latitude (g = 980.6199 gals.).
 KW1407
 KW1407.The modeled gravity was interpolated from observed gravity values.
 KW1407
 KW1407;                    North         East    Units  Estimated Accuracy
 KW1407;SPC PA N     -    83,480.      676,450.      MT  (+/- 180 meters Scaled)
 KW1407
 KW1407                          SUPERSEDED SURVEY CONTROL
 KW1407
 KW1407  NGVD 29 (??/??/??)  139.280  (m)          456.95   (f) ADJUSTED    1 2
 KW1407
 KW1407.Superseded values are not recommended for survey control.
 KW1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1407.See file dsdata.txt to determine how the superseded data were derived.
 KW1407
 KW1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL448309(NAD 83)
 KW1407_MARKER: DB = BENCH MARK DISK
 KW1407_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1407_SP_SET: BASE
 KW1407_STAMPING: C 147 1941
 KW1407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1407
 KW1407  HISTORY     - Date     Condition        Report By
 KW1407  HISTORY     - 1941     MONUMENTED       CGS
 KW1407  HISTORY     - 1971     MARK NOT FOUND   NGS
 KW1407  HISTORY     - 19990601 GOOD             PADT
 KW1407
 KW1407                          STATION DESCRIPTION
 KW1407
 KW1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1407'3.7 MI S FROM MONTANDON.
 KW1407'3.7 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KW1407'AT MONTANDON, 0.5 MILE NORTH OF MILEPOST 283, AT THE BEGINNING
 KW1407'OF THE THREE-TRACK LINE, IN THE BASE OF SIGNAL TOWER 182.5, AND
 KW1407'7 FEET EAST OF THE EAST RAIL.
 KW1407
 KW1407                          STATION RECOVERY (1971)
 KW1407
 KW1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KW1407'MARK NOT FOUND.
 KW1407
 KW1407                          STATION RECOVERY (1999)
 KW1407
 KW1407'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (MBJ)
 KW1407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0611 ***********************************************************************
 LY0611  DESIGNATION -  C 148
 LY0611  PID         -  LY0611
 LY0611  STATE/COUNTY-  PA/PIKE
 LY0611  USGS QUAD   -  POND EDDY (1992)
 LY0611
 LY0611                         *CURRENT SURVEY CONTROL
 LY0611  ___________________________________________________________________
 LY0611* NAD 83(1986)-  41 26 14.     (N)    074 50 51.     (W)     SCALED    
 LY0611* NAVD 88     -       179.462  (meters)     588.78   (feet)  ADJUSTED  
 LY0611  ___________________________________________________________________
 LY0611  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 LY0611  DYNAMIC HT  -         179.387 (meters)     588.54  (feet)  COMP
 LY0611  MODELED GRAV-     980,200.1   (mgal)                       NAVD 88
 LY0611
 LY0611  VERT ORDER  -  FIRST     CLASS II
 LY0611
 LY0611.The horizontal coordinates were scaled from a topographic map and have
 LY0611.an estimated accuracy of +/- 6 seconds.
 LY0611
 LY0611.The orthometric height was determined by differential leveling
 LY0611.and adjusted by the National Geodetic Survey in June 1991..
 LY0611
 LY0611.The geoid height was determined by GEOID03.
 LY0611
 LY0611.The dynamic height is computed by dividing the NAVD 88
 LY0611.geopotential number by the normal gravity value computed on the
 LY0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0611.degrees latitude (g = 980.6199 gals.).
 LY0611
 LY0611.The modeled gravity was interpolated from observed gravity values.
 LY0611
 LY0611;                    North         East    Units  Estimated Accuracy
 LY0611;SPC PA N     -   145,160.      842,530.      MT  (+/- 180 meters Scaled)
 LY0611
 LY0611                          SUPERSEDED SURVEY CONTROL
 LY0611
 LY0611  NGVD 29 (??/??/92)  179.634  (m)          589.35   (f) ADJ UNCH    1 2
 LY0611
 LY0611.Superseded values are not recommended for survey control.
 LY0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0611.See file dsdata.txt to determine how the superseded data were derived.
 LY0611
 LY0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL127873(NAD 83)
 LY0611_MARKER: DB = BENCH MARK DISK
 LY0611_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0611_SP_SET: CULVERT
 LY0611_STAMPING: C 148 1941
 LY0611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0611
 LY0611  HISTORY     - Date     Condition        Report By
 LY0611  HISTORY     - 1941     MONUMENTED       CGS
 LY0611
 LY0611                          STATION DESCRIPTION
 LY0611
 LY0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LY0611'1.6 MI NW FROM POND EDDY.
 LY0611'1.6 MILES NORTHWEST ALONG THE ERIE RAILROAD FROM THE STATION AT
 LY0611'POND EDDY, PIKE COUNTY, 112 FEET NORTHWEST OF MILEPOST 100, AT
 LY0611'A CONCRETE CULVERT, IN THE SOUTHEAST END OF THE NORTHEAST HEAD
 LY0611'WALL, AND 8 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 LY0611'WEST-BOUND TRACK.  A STANDARD DISK, STAMPED C 148 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0016 ***********************************************************************
 KX0016  DESIGNATION -  C 149
 KX0016  PID         -  KX0016
 KX0016  STATE/COUNTY-  PA/HUNTINGDON
 KX0016  USGS QUAD   -  SPRUCE CREEK (1977)
 KX0016
 KX0016                         *CURRENT SURVEY CONTROL
 KX0016  ___________________________________________________________________
 KX0016* NAD 83(1986)-  40 36 45.     (N)    078 08 35.     (W)     SCALED    
 KX0016* NAVD 88     -       238.206  (meters)     781.51   (feet)  ADJUSTED  
 KX0016  ___________________________________________________________________
 KX0016  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KX0016  DYNAMIC HT  -         238.086 (meters)     781.12  (feet)  COMP
 KX0016  MODELED GRAV-     980,117.0   (mgal)                       NAVD 88
 KX0016
 KX0016  VERT ORDER  -  FIRST     CLASS I
 KX0016
 KX0016.The horizontal coordinates were scaled from a topographic map and have
 KX0016.an estimated accuracy of +/- 6 seconds.
 KX0016
 KX0016.The orthometric height was determined by differential leveling
 KX0016.and adjusted by the National Geodetic Survey in June 1991..
 KX0016
 KX0016.The geoid height was determined by GEOID03.
 KX0016
 KX0016.The dynamic height is computed by dividing the NAVD 88
 KX0016.geopotential number by the normal gravity value computed on the
 KX0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0016.degrees latitude (g = 980.6199 gals.).
 KX0016
 KX0016.The modeled gravity was interpolated from observed gravity values.
 KX0016
 KX0016;                    North         East    Units  Estimated Accuracy
 KX0016;SPC PA S     -   142,110.      566,740.      MT  (+/- 180 meters Scaled)
 KX0016
 KX0016                          SUPERSEDED SURVEY CONTROL
 KX0016
 KX0016  NGVD 29 (??/??/92)  238.394  (m)          782.13   (f) ADJ UNCH    1 1
 KX0016
 KX0016.Superseded values are not recommended for survey control.
 KX0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0016.See file dsdata.txt to determine how the superseded data were derived.
 KX0016
 KX0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE416996(NAD 83)
 KX0016_MARKER: DB = BENCH MARK DISK
 KX0016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0016_SP_SET: ABUTMENT
 KX0016_STAMPING: C 149 1941
 KX0016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0016
 KX0016  HISTORY     - Date     Condition        Report By
 KX0016  HISTORY     - 1941     MONUMENTED       CGS
 KX0016  HISTORY     - 1966     GOOD             NGS
 KX0016  HISTORY     - 1969     GOOD             NGS
 KX0016  HISTORY     - 19970630 GOOD             USPSQD
 KX0016
 KX0016                          STATION DESCRIPTION
 KX0016
 KX0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0016'7 MI SE FROM TYRONE.
 KX0016'ABOUT 7.0 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX0016'THE STATION AT TYRONE, 4 RAILS NORTHWEST OF MILEPOST 215, 18
 KX0016'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST SET OF
 KX0016'TRACKS, SET IN THE TOP OF THE WEST END OF THE SOUTHEAST ABUTMENT
 KX0016'OF RAILROAD BRIDGE NUMBER 215/06, 16 FEET SOUTH OF THE CENTER
 KX0016'LINE OF THE ROAD UNDER THE BRIDGE, AND ABOUT 2 FEET BELOW THE
 KX0016'LEVEL OF THE TRACKS.
 KX0016
 KX0016                          STATION RECOVERY (1969)
 KX0016
 KX0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KX0016'RECOVERED IN GOOD CONDITION.
 KX0016
 KX0016                          STATION RECOVERY (1997)
 KX0016
 KX0016'RECOVERY NOTE BY US POWER SQUADRON 1997
 KX0016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0893 ***********************************************************************
 LZ0893  DESIGNATION -  C 15
 LZ0893  PID         -  LZ0893
 LZ0893  STATE/COUNTY-  PA/LYCOMING
 LZ0893  USGS QUAD   -  WILLIAMSPORT (1986)
 LZ0893
 LZ0893                         *CURRENT SURVEY CONTROL
 LZ0893  ___________________________________________________________________
 LZ0893* NAD 83(1986)-  41 14 15.     (N)    077 02 32.     (W)     SCALED    
 LZ0893* NAVD 88     -       159.497  (meters)     523.28   (feet)  ADJUSTED  
 LZ0893  ___________________________________________________________________
 LZ0893  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 LZ0893  DYNAMIC HT  -         159.427 (meters)     523.05  (feet)  COMP
 LZ0893  MODELED GRAV-     980,185.7   (mgal)                       NAVD 88
 LZ0893
 LZ0893  VERT ORDER  -  FIRST     CLASS II
 LZ0893
 LZ0893.The horizontal coordinates were scaled from a topographic map and have
 LZ0893.an estimated accuracy of +/- 6 seconds.
 LZ0893
 LZ0893.The orthometric height was determined by differential leveling
 LZ0893.and adjusted by the National Geodetic Survey in June 1991..
 LZ0893
 LZ0893.The geoid height was determined by GEOID03.
 LZ0893
 LZ0893.The dynamic height is computed by dividing the NAVD 88
 LZ0893.geopotential number by the normal gravity value computed on the
 LZ0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0893.degrees latitude (g = 980.6199 gals.).
 LZ0893
 LZ0893.The modeled gravity was interpolated from observed gravity values.
 LZ0893
 LZ0893;                    North         East    Units  Estimated Accuracy
 LZ0893;SPC PA N     -   119,160.      659,330.      MT  (+/- 180 meters Scaled)
 LZ0893
 LZ0893                          SUPERSEDED SURVEY CONTROL
 LZ0893
 LZ0893  NGVD 29 (??/??/92)  159.71   (m)          524.0    (f) COMPUTED    1 2
 LZ0893
 LZ0893.Superseded values are not recommended for survey control.
 LZ0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0893.See file dsdata.txt to determine how the superseded data were derived.
 LZ0893
 LZ0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL288671(NAD 83)
 LZ0893_MARKER: DB = BENCH MARK DISK
 LZ0893_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0893_SP_SET: ABUTMENT
 LZ0893_STAMPING: C 15 1934
 LZ0893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0893
 LZ0893  HISTORY     - Date     Condition        Report By
 LZ0893  HISTORY     - 1934     MONUMENTED       CGS
 LZ0893
 LZ0893                          STATION DESCRIPTION
 LZ0893
 LZ0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0893'0.4 MI E FROM NEWBERRY.
 LZ0893'ON PRR BRIDGE 246.53 OVER THE LYCOMING CREEK.  ON THE SOUTHEAST
 LZ0893'CORNER OF THE EAST ABUTMENT.  A HORIZONTAL MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0894 ***********************************************************************
 LZ0894  DESIGNATION -  C 15 RESET 1948
 LZ0894  PID         -  LZ0894
 LZ0894  STATE/COUNTY-  PA/LYCOMING
 LZ0894  USGS QUAD   -  WILLIAMSPORT (1986)
 LZ0894
 LZ0894                         *CURRENT SURVEY CONTROL
 LZ0894  ___________________________________________________________________
 LZ0894* NAD 83(1986)-  41 14 15.     (N)    077 02 33.     (W)     SCALED    
 LZ0894* NAVD 88     -       161.094  (meters)     528.52   (feet)  ADJUSTED  
 LZ0894  ___________________________________________________________________
 LZ0894  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 LZ0894  DYNAMIC HT  -         161.024 (meters)     528.29  (feet)  COMP
 LZ0894  MODELED GRAV-     980,185.6   (mgal)                       NAVD 88
 LZ0894
 LZ0894  VERT ORDER  -  FIRST     CLASS II
 LZ0894
 LZ0894.The horizontal coordinates were scaled from a topographic map and have
 LZ0894.an estimated accuracy of +/- 6 seconds.
 LZ0894
 LZ0894.The orthometric height was determined by differential leveling
 LZ0894.and adjusted by the National Geodetic Survey in June 1991..
 LZ0894
 LZ0894.The geoid height was determined by GEOID03.
 LZ0894
 LZ0894.The dynamic height is computed by dividing the NAVD 88
 LZ0894.geopotential number by the normal gravity value computed on the
 LZ0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0894.degrees latitude (g = 980.6199 gals.).
 LZ0894
 LZ0894.The modeled gravity was interpolated from observed gravity values.
 LZ0894
 LZ0894;                    North         East    Units  Estimated Accuracy
 LZ0894;SPC PA N     -   119,160.      659,310.      MT  (+/- 180 meters Scaled)
 LZ0894
 LZ0894                          SUPERSEDED SURVEY CONTROL
 LZ0894
 LZ0894  NGVD 29 (??/??/??)  161.32   (m)          529.3    (f) RESET       3  
 LZ0894
 LZ0894.Superseded values are not recommended for survey control.
 LZ0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0894.See file dsdata.txt to determine how the superseded data were derived.
 LZ0894
 LZ0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL288671(NAD 83)
 LZ0894_MARKER: DD = SURVEY DISK
 LZ0894_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0894_SP_SET: BRIDGE SEAT
 LZ0894_STAMPING: C 15 RESET 1948
 LZ0894_MARK LOGO: CGS   
 LZ0894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0894
 LZ0894  HISTORY     - Date     Condition        Report By
 LZ0894  HISTORY     - 1948     MONUMENTED       PRR
 LZ0894  HISTORY     - 1951     GOOD             NGS
 LZ0894  HISTORY     - 1966     GOOD             NGS
 LZ0894  HISTORY     - 1983     GOOD             NGS
 LZ0894
 LZ0894                          STATION DESCRIPTION
 LZ0894
 LZ0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LZ0894'0.5 MI E FROM NEWBERRY.
 LZ0894'0.5 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM NEWBERRY,
 LZ0894'LYCOMING COUNTY, AT BRIDGE 246.53 OVER LYCOMING CREEK, AND IN
 LZ0894'THE SOUTHEAST CORNER OF THE BRIDGE SEAT OF THE EAST ABUTMENT.
 LZ0894'A STANDARD DISK, STAMPED C 15 RESET 1948.
 LZ0894
 LZ0894                          STATION RECOVERY (1966)
 LZ0894
 LZ0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 LZ0894'RECOVERED IN GOOD CONDITION.
 LZ0894
 LZ0894                          STATION RECOVERY (1983)
 LZ0894
 LZ0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LZ0894'RECOVERED IN GOOD CONDITION.
 LZ0894'THE MARK IS 1.5 M BELOW RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2237 ***********************************************************************
 KW2237  DESIGNATION -  C 15 USGS
 KW2237  PID         -  KW2237
 KW2237  STATE/COUNTY-  PA/CUMBERLAND
 KW2237  USGS QUAD   -  SHIPPENSBURG (1973)
 KW2237
 KW2237                         *CURRENT SURVEY CONTROL
 KW2237  ___________________________________________________________________
 KW2237* NAD 83(1986)-  40 03 04.     (N)    077 31 09.     (W)     SCALED    
 KW2237* NAVD 88     -       200.881  (meters)     659.06   (feet)  ADJUSTED  
 KW2237  ___________________________________________________________________
 KW2237  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 KW2237  DYNAMIC HT  -         200.768 (meters)     658.69  (feet)  COMP
 KW2237  MODELED GRAV-     980,063.4   (mgal)                       NAVD 88
 KW2237
 KW2237  VERT ORDER  -  FIRST     CLASS II
 KW2237
 KW2237.The horizontal coordinates were scaled from a topographic map and have
 KW2237.an estimated accuracy of +/- 6 seconds.
 KW2237
 KW2237.The orthometric height was determined by differential leveling
 KW2237.and adjusted by the National Geodetic Survey in June 1991..
 KW2237
 KW2237.The geoid height was determined by GEOID03.
 KW2237
 KW2237.The dynamic height is computed by dividing the NAVD 88
 KW2237.geopotential number by the normal gravity value computed on the
 KW2237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2237.degrees latitude (g = 980.6199 gals.).
 KW2237
 KW2237.The modeled gravity was interpolated from observed gravity values.
 KW2237
 KW2237;                    North         East    Units  Estimated Accuracy
 KW2237;SPC PA S     -    79,720.      619,700.      MT  (+/- 180 meters Scaled)
 KW2237
 KW2237                          SUPERSEDED SURVEY CONTROL
 KW2237
 KW2237  NGVD 29 (??/??/??)  201.079  (m)          659.71   (f) ADJUSTED    1 2
 KW2237
 KW2237.Superseded values are not recommended for survey control.
 KW2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2237.See file dsdata.txt to determine how the superseded data were derived.
 KW2237
 KW2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK851364(NAD 83)
 KW2237_MARKER: DD = SURVEY DISK
 KW2237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2237_SP_SET: STEP
 KW2237_STAMPING: C 15 1921
 KW2237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2237
 KW2237  HISTORY     - Date     Condition        Report By
 KW2237  HISTORY     - 1921     MONUMENTED       USGS
 KW2237  HISTORY     - 1960     GOOD             CGS
 KW2237  HISTORY     - 1975     GOOD             LOCENG
 KW2237  HISTORY     - 1979     GOOD             NGS
 KW2237  HISTORY     - 20050822 GOOD             GEOCAC
 KW2237
 KW2237                          STATION DESCRIPTION
 KW2237
 KW2237'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2237'AT SHIPPENSBURG.
 KW2237'AT SHIPPENSBURG, CUMBERLAND COUNTY, ON THE NORTH SIDE OF MAIN
 KW2237'STREET, 1/2 BLOCK EAST OF RAILROAD AVENUE, AT THE PEOPLES
 KW2237'NATIONAL BANK, IN THE WEST END OF THE STEP, 1 FOOT SOUTH OF
 KW2237'THE WALL OF THE BUILDING, AND 8 INCHES ABOVE THE SIDEWALK.
 KW2237'A UNITED STATES GEOLOGICAL SURVEY, STANDARD DISK, STAMPED
 KW2237'659.690 C 15 1921.
 KW2237
 KW2237                          STATION RECOVERY (1975)
 KW2237
 KW2237'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 KW2237'MAIN ST. CHANGED TO KING ST. RAILROAD AVE CHANGED TO EARL ST.
 KW2237
 KW2237                          STATION RECOVERY (1979)
 KW2237
 KW2237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2237'RECOVERED IN GOOD CONDITION.
 KW2237
 KW2237                          STATION RECOVERY (2005)
 KW2237
 KW2237'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 KW2237'FOUND GENERALLY AS DESCRIBED. THE STAMPING LINE ON THE DATASHEET IS
 KW2237'INCOMPLETE AND SHOULD READ '659.690 C 15 1921' AS STATED IN THE 1960
 KW2237'TEXT. FORMER RAILROAD AVENUE IS NOW EARL AVENUE. THE FORMER PEOPLE'S
 KW2237'NATIONAL BANK IS NOW A BRANCH OF M AND T BANK AT 35-39 KING STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1635 ***********************************************************************
 KW1635  DESIGNATION -  C 150 PADH
 KW1635  PID         -  KW1635
 KW1635  STATE/COUNTY-  PA/SNYDER
 KW1635  USGS QUAD   -  BEAVER SPRINGS (1978)
 KW1635
 KW1635                         *CURRENT SURVEY CONTROL
 KW1635  ___________________________________________________________________
 KW1635* NAD 83(1986)-  40 44 54.     (N)    077 12 33.     (W)     SCALED    
 KW1635* NAVD 88     -       179.650  (meters)     589.40   (feet)  ADJUSTED  
 KW1635  ___________________________________________________________________
 KW1635  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KW1635  DYNAMIC HT  -         179.565 (meters)     589.12  (feet)  COMP
 KW1635  MODELED GRAV-     980,148.2   (mgal)                       NAVD 88
 KW1635
 KW1635  VERT ORDER  -  SECOND    CLASS 0
 KW1635
 KW1635.The horizontal coordinates were scaled from a topographic map and have
 KW1635.an estimated accuracy of +/- 6 seconds.
 KW1635
 KW1635.The orthometric height was determined by differential leveling
 KW1635.and adjusted by the National Geodetic Survey in June 1991..
 KW1635
 KW1635.The geoid height was determined by GEOID03.
 KW1635
 KW1635.The dynamic height is computed by dividing the NAVD 88
 KW1635.geopotential number by the normal gravity value computed on the
 KW1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1635.degrees latitude (g = 980.6199 gals.).
 KW1635
 KW1635.The modeled gravity was interpolated from observed gravity values.
 KW1635
 KW1635;                    North         East    Units  Estimated Accuracy
 KW1635;SPC PA S     -   157,260.      645,670.      MT  (+/- 180 meters Scaled)
 KW1635
 KW1635                          SUPERSEDED SURVEY CONTROL
 KW1635
 KW1635  NGVD 29 (??/??/??)  179.876  (m)          590.14   (f) ADJUSTED    2 0
 KW1635
 KW1635.Superseded values are not recommended for survey control.
 KW1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1635.See file dsdata.txt to determine how the superseded data were derived.
 KW1635
 KW1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL134131(NAD 83)
 KW1635_MARKER: DD = SURVEY DISK
 KW1635_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1635_SP_SET: BRIDGE
 KW1635_STAMPING: C 150 1941
 KW1635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1635
 KW1635  HISTORY     - Date     Condition        Report By
 KW1635  HISTORY     - 1941     MONUMENTED       PADH
 KW1635  HISTORY     - 1941     GOOD             CGS
 KW1635
 KW1635                          STATION DESCRIPTION
 KW1635
 KW1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1635'AT BEAVER SPRINGS.
 KW1635'AT BEAVER SPRINGS, 20 YARDS EAST OF THE CENTER OF THE INTERSECTION
 KW1635'OF U.S. HIGHWAY 522 AND STATE HIGHWAY 929, AT THE EAST END
 KW1635'OF BRIDGE 421+36, AND IN THE TOP OF THE NORTH CONCRETE WING
 KW1635'WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1723 ***********************************************************************
 KW1723  DESIGNATION -  C 151
 KW1723  PID         -  KW1723
 KW1723  STATE/COUNTY-  PA/JUNIATA
 KW1723  USGS QUAD   -  MIFFLINTOWN (1978)
 KW1723
 KW1723                         *CURRENT SURVEY CONTROL
 KW1723  ___________________________________________________________________
 KW1723* NAD 83(1986)-  40 35 10.     (N)    077 24 36.     (W)     SCALED    
 KW1723* NAVD 88     -       138.117  (meters)     453.14   (feet)  ADJUSTED  
 KW1723  ___________________________________________________________________
 KW1723  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 KW1723  DYNAMIC HT  -         138.052 (meters)     452.93  (feet)  COMP
 KW1723  MODELED GRAV-     980,154.7   (mgal)                       NAVD 88
 KW1723
 KW1723  VERT ORDER  -  FIRST     CLASS I
 KW1723
 KW1723.The horizontal coordinates were scaled from a topographic map and have
 KW1723.an estimated accuracy of +/- 6 seconds.
 KW1723
 KW1723.The orthometric height was determined by differential leveling
 KW1723.and adjusted by the National Geodetic Survey in June 1991..
 KW1723
 KW1723.The geoid height was determined by GEOID03.
 KW1723
 KW1723.The dynamic height is computed by dividing the NAVD 88
 KW1723.geopotential number by the normal gravity value computed on the
 KW1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1723.degrees latitude (g = 980.6199 gals.).
 KW1723
 KW1723.The modeled gravity was interpolated from observed gravity values.
 KW1723
 KW1723;                    North         East    Units  Estimated Accuracy
 KW1723;SPC PA S     -   139,160.      628,780.      MT  (+/- 180 meters Scaled)
 KW1723
 KW1723                          SUPERSEDED SURVEY CONTROL
 KW1723
 KW1723  NGVD 29 (??/??/??)  138.326  (m)          453.82   (f) ADJUSTED    1 1
 KW1723
 KW1723.Superseded values are not recommended for survey control.
 KW1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1723.See file dsdata.txt to determine how the superseded data were derived.
 KW1723
 KW1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK960956(NAD 83)
 KW1723_MARKER: DB = BENCH MARK DISK
 KW1723_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1723_SP_SET: HEADWALL
 KW1723_STAMPING: C 151 1941
 KW1723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1723
 KW1723  HISTORY     - Date     Condition        Report By
 KW1723  HISTORY     - 1941     MONUMENTED       CGS
 KW1723  HISTORY     - 1966     GOOD             CGS
 KW1723
 KW1723                          STATION DESCRIPTION
 KW1723
 KW1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1723'1.2 MI N FROM MIFFLIN.
 KW1723'ABOUT 1.2 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1723'STATION AT MIFFLIN, 8 1/2 RAILS NORTH OF MILEPOST 155 AND SIGNAL
 KW1723'GANTRY NUMBER 1549, 65 FEET WEST OF THE WEST RAIL OF THE WEST
 KW1723'SET OF TRACKS, SET IN THE TOP AND 12 FEET SOUTH OF THE NORTH END
 KW1723'OF A CONCRETE HEADWALL, 10 FEET WEST OF THE CENTER LINE OF A ROAD
 KW1723'WHICH PARALLELS THE TRACKS, 1.1 FEET WEST OF A METAL WITNESS POST,
 KW1723'AND ABOUT LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3483 ***********************************************************************
 JV3483  DESIGNATION -  C 151
 JV3483  PID         -  JV3483
 JV3483  STATE/COUNTY-  PA/FRANKLIN
 JV3483  USGS QUAD   -  WILLIAMSON (1990)
 JV3483
 JV3483                         *CURRENT SURVEY CONTROL
 JV3483  ___________________________________________________________________
 JV3483* NAD 83(1986)-  39 48 04.     (N)    077 47 27.     (W)     SCALED    
 JV3483* NAVD 88     -       179.296  (meters)     588.24   (feet)  ADJUSTED  
 JV3483  ___________________________________________________________________
 JV3483  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 JV3483  DYNAMIC HT  -         179.193 (meters)     587.90  (feet)  COMP
 JV3483  MODELED GRAV-     980,048.8   (mgal)                       NAVD 88
 JV3483
 JV3483  VERT ORDER  -  SECOND    CLASS 0
 JV3483
 JV3483.The horizontal coordinates were scaled from a topographic map and have
 JV3483.an estimated accuracy of +/- 6 seconds.
 JV3483
 JV3483.The orthometric height was determined by differential leveling
 JV3483.and adjusted by the National Geodetic Survey in June 1991..
 JV3483
 JV3483.The geoid height was determined by GEOID03.
 JV3483
 JV3483.The dynamic height is computed by dividing the NAVD 88
 JV3483.geopotential number by the normal gravity value computed on the
 JV3483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3483.degrees latitude (g = 980.6199 gals.).
 JV3483
 JV3483.The modeled gravity was interpolated from observed gravity values.
 JV3483
 JV3483;                    North         East    Units  Estimated Accuracy
 JV3483;SPC PA S     -    51,940.      596,500.      MT  (+/- 180 meters Scaled)
 JV3483
 JV3483                          SUPERSEDED SURVEY CONTROL
 JV3483
 JV3483  NGVD 29 (??/??/??)  179.486  (m)          588.86   (f) ADJUSTED    2 0
 JV3483
 JV3483.Superseded values are not recommended for survey control.
 JV3483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3483.See file dsdata.txt to determine how the superseded data were derived.
 JV3483
 JV3483_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK610094(NAD 83)
 JV3483_MARKER: DB = BENCH MARK DISK
 JV3483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3483_STAMPING: C-151 1942
 JV3483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3483+STABILITY: SURFACE MOTION
 JV3483
 JV3483  HISTORY     - Date     Condition        Report By
 JV3483  HISTORY     - 1942     MONUMENTED       CGS
 JV3483
 JV3483                          STATION DESCRIPTION
 JV3483
 JV3483'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3483'1 MI E FROM UPTON.
 JV3483'1.0 MILE EAST ALONG STATE HIGHWAY NO. 16 FROM THE GRADE SCHOOL
 JV3483'AT UPTON, SET AT THE SOUTHWEST CORNER OF A GARDEN, 125 FEET
 JV3483'WEST OF CENTER-LINE OF A PUBLIC CROSS ROADS, 43 FEET WEST OF POLE
 JV3483'NO. 491, 25 FEET NORTH OF THE CENTER-LINE OF THE HIGHWAY, 2.3
 JV3483'FEET EAST OF THE CORNER FENCE POST, SET IN LINE WITH FENCE, 1
 JV3483'FOOT SOUTH OF A WHITE MARKER POST.  A STANDARD DISK SET IN TOP
 JV3483'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3484 ***********************************************************************
 JV3484  DESIGNATION -  C 151 RESET 1958 PADH
 JV3484  PID         -  JV3484
 JV3484  STATE/COUNTY-  PA/FRANKLIN
 JV3484  USGS QUAD   -  WILLIAMSON (1990)
 JV3484
 JV3484                         *CURRENT SURVEY CONTROL
 JV3484  ___________________________________________________________________
 JV3484* NAD 83(1986)-  39 48 04.     (N)    077 47 27.     (W)     SCALED    
 JV3484* NAVD 88     -       178.82   (+/-2cm)     586.7    (feet)  VERTCON   
 JV3484  ___________________________________________________________________
 JV3484  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 JV3484
 JV3484  VERT ORDER  -  THIRD (See Below)
 JV3484
 JV3484.The horizontal coordinates were scaled from a topographic map and have
 JV3484.an estimated accuracy of +/- 6 seconds.
 JV3484
 JV3484.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV3484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV3484.The vertical order pertains to the NGVD 29 superseded value.
 JV3484
 JV3484.The geoid height was determined by GEOID03.
 JV3484
 JV3484;                    North         East    Units  Estimated Accuracy
 JV3484;SPC PA S     -    51,940.      596,500.      MT  (+/- 180 meters Scaled)
 JV3484
 JV3484                          SUPERSEDED SURVEY CONTROL
 JV3484
 JV3484  NGVD 29 (??/??/??)  179.01   (m)          587.3    (f) RESET       3  
 JV3484
 JV3484.Superseded values are not recommended for survey control.
 JV3484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3484.See file dsdata.txt to determine how the superseded data were derived.
 JV3484
 JV3484_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK610094(NAD 83)
 JV3484_MARKER: DB = BENCH MARK DISK
 JV3484_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3484_SP_SET: HEADWALL
 JV3484_STAMPING: C 151 RESET 1958
 JV3484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3484
 JV3484  HISTORY     - Date     Condition        Report By
 JV3484  HISTORY     - 1958     MONUMENTED       PADH
 JV3484  HISTORY     - 1959     GOOD             CGS
 JV3484
 JV3484                          STATION DESCRIPTION
 JV3484
 JV3484'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JV3484'1 MI E FROM UPTON.
 JV3484'THE MARK IS LOCATED 1.0 MILE EAST ALONG STATE HIGHWAY NO. 16 FROM
 JV3484'THE GRADE SCHOOL AT UPTON, 57 FEET WEST OF THE CENTERLINE OF A
 JV3484'PUBLIC CROSS ROADS, 21.5 FEET NORTH OF THE CENTERLINE OF THE
 JV3484'HIGHWAY, AND SET IN THE TOP OF A CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2364 ***********************************************************************
 KW2364  DESIGNATION -  C 152
 KW2364  PID         -  KW2364
 KW2364  STATE/COUNTY-  PA/MIFFLIN
 KW2364  USGS QUAD   -  BURNHAM (1973)
 KW2364
 KW2364                         *CURRENT SURVEY CONTROL
 KW2364  ___________________________________________________________________
 KW2364* NAD 83(1986)-  40 43 30.     (N)    077 36 20.     (W)     SCALED    
 KW2364* NAVD 88     -       276.089  (meters)     905.80   (feet)  ADJUSTED  
 KW2364  ___________________________________________________________________
 KW2364  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 KW2364  DYNAMIC HT  -         275.950 (meters)     905.35  (feet)  COMP
 KW2364  MODELED GRAV-     980,113.1   (mgal)                       NAVD 88
 KW2364
 KW2364  VERT ORDER  -  SECOND    CLASS 0
 KW2364
 KW2364.The horizontal coordinates were scaled from a topographic map and have
 KW2364.an estimated accuracy of +/- 6 seconds.
 KW2364
 KW2364.The orthometric height was determined by differential leveling
 KW2364.and adjusted by the National Geodetic Survey in June 1991..
 KW2364
 KW2364.The geoid height was determined by GEOID03.
 KW2364
 KW2364.The dynamic height is computed by dividing the NAVD 88
 KW2364.geopotential number by the normal gravity value computed on the
 KW2364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2364.degrees latitude (g = 980.6199 gals.).
 KW2364
 KW2364.The modeled gravity was interpolated from observed gravity values.
 KW2364
 KW2364;                    North         East    Units  Estimated Accuracy
 KW2364;SPC PA S     -   154,540.      612,200.      MT  (+/- 180 meters Scaled)
 KW2364
 KW2364                          SUPERSEDED SURVEY CONTROL
 KW2364
 KW2364  NGVD 29 (??/??/??)  276.292  (m)          906.47   (f) ADJUSTED    2 0
 KW2364
 KW2364.Superseded values are not recommended for survey control.
 KW2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2364.See file dsdata.txt to determine how the superseded data were derived.
 KW2364
 KW2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL799114(NAD 83)
 KW2364_MARKER: DB = BENCH MARK DISK
 KW2364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2364_SP_SET: WALL
 KW2364_STAMPING: C 152 1941
 KW2364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2364
 KW2364  HISTORY     - Date     Condition        Report By
 KW2364  HISTORY     - 1941     MONUMENTED       CGS
 KW2364  HISTORY     - 1964     POOR             CGS
 KW2364
 KW2364                          STATION DESCRIPTION
 KW2364
 KW2364'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW2364'5.1 MI N FROM REEDSVILLE.
 KW2364'ABOUT 5.1 MILES NORTH ALONG U.S. HIGHWAY 322 FROM THE
 KW2364'PENNSYLVANIA RAILROAD STATION AT REEDSVILLE, MIFFLIN COUNTY, 31.3
 KW2364'FEET NORTHEAST OF THE EAST CORNER OF THE FIRST LARGE TWO-STORY
 KW2364'FRAME HOUSE SOUTHWEST OF A LARGE TWO-STORY CONCRETE BLOCK HOUSE,
 KW2364'AT 18-INCH CONCRETE CULVERT 513-15 UNDER THE HIGHWAY, IN THE TOP
 KW2364'OF THE CENTER OF THE SOUTHWEST HEAD WALL, 13.5 FEET NORTHWEST OF
 KW2364'THE CENTER LINE OF A PRIVATE ROAD, AND 14.3 FEET SOUTHWEST OF
 KW2364'THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED C 152
 KW2364'1941.
 KW2364
 KW2364                          STATION RECOVERY (1964)
 KW2364
 KW2364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KW2364'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3602 ***********************************************************************
 JV3602  DESIGNATION -  C 152
 JV3602  PID         -  JV3602
 JV3602  STATE/COUNTY-  PA/FRANKLIN
 JV3602  USGS QUAD   -  MERCERSBURG (1990)
 JV3602
 JV3602                         *CURRENT SURVEY CONTROL
 JV3602  ___________________________________________________________________
 JV3602* NAD 83(1986)-  39 49 18.     (N)    077 54 33.     (W)     SCALED    
 JV3602* NAVD 88     -       175.681  (meters)     576.38   (feet)  ADJUSTED  
 JV3602  ___________________________________________________________________
 JV3602  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 JV3602  DYNAMIC HT  -         175.580 (meters)     576.05  (feet)  COMP
 JV3602  MODELED GRAV-     980,050.0   (mgal)                       NAVD 88
 JV3602
 JV3602  VERT ORDER  -  SECOND    CLASS 0
 JV3602
 JV3602.The horizontal coordinates were scaled from a topographic map and have
 JV3602.an estimated accuracy of +/- 6 seconds.
 JV3602
 JV3602.The orthometric height was determined by differential leveling
 JV3602.and adjusted by the National Geodetic Survey in June 1991..
 JV3602
 JV3602.The geoid height was determined by GEOID03.
 JV3602
 JV3602.The dynamic height is computed by dividing the NAVD 88
 JV3602.geopotential number by the normal gravity value computed on the
 JV3602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3602.degrees latitude (g = 980.6199 gals.).
 JV3602
 JV3602.The modeled gravity was interpolated from observed gravity values.
 JV3602
 JV3602;                    North         East    Units  Estimated Accuracy
 JV3602;SPC PA S     -    54,230.      586,370.      MT  (+/- 180 meters Scaled)
 JV3602
 JV3602                          SUPERSEDED SURVEY CONTROL
 JV3602
 JV3602  NGVD 29 (??/??/??)  175.874  (m)          577.01   (f) ADJUSTED    2 0
 JV3602
 JV3602.Superseded values are not recommended for survey control.
 JV3602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3602.See file dsdata.txt to determine how the superseded data were derived.
 JV3602
 JV3602_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK510120(NAD 83)
 JV3602_MARKER: DB = BENCH MARK DISK
 JV3602_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV3602_SP_SET: CULVERT
 JV3602_STAMPING: C 152 1942
 JV3602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV3602
 JV3602  HISTORY     - Date     Condition        Report By
 JV3602  HISTORY     - 1942     MONUMENTED       CGS
 JV3602
 JV3602                          STATION DESCRIPTION
 JV3602
 JV3602'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3602'0.5 MI SW FROM MERCERSBURG.
 JV3602'0.5 MILE SOUTHWEST ALONG THE COUNTY ROAD FROM THE POST OFFICE
 JV3602'AT MERCERSBURG, SET IN THE CENTER OF THE NORTHWEST HEADWALL OF
 JV3602'18-INCH PIPE CULVERT UNDER THE ROAD, NEAR A 2-STORY RED BRICK
 JV3602'FARM HOUSE WITH A WHITE BARN ON THE EAST SIDE OF THE HOUSE, 51.6
 JV3602'FEET NORTH OF POLE NO. 2629, 14 FEET NORTHWEST OF THE CENTER
 JV3602'LINE OF THE ROAD, 7 FEET EAST OF A 3-WAY CORNER FENCE POST, 2
 JV3602'FEET ABOVE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1884 ***********************************************************************
 KW1884  DESIGNATION -  C 153
 KW1884  PID         -  KW1884
 KW1884  STATE/COUNTY-  PA/PERRY
 KW1884  USGS QUAD   -  SHERMANS DALE (1984)
 KW1884
 KW1884                         *CURRENT SURVEY CONTROL
 KW1884  ___________________________________________________________________
 KW1884* NAD 83(1986)-  40 20 01.     (N)    077 10 54.     (W)     SCALED    
 KW1884* NAVD 88     -       143.872  (meters)     472.02   (feet)  ADJUSTED  
 KW1884  ___________________________________________________________________
 KW1884  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KW1884  DYNAMIC HT  -         143.801 (meters)     471.79  (feet)  COMP
 KW1884  MODELED GRAV-     980,133.6   (mgal)                       NAVD 88
 KW1884
 KW1884  VERT ORDER  -  SECOND    CLASS 0
 KW1884
 KW1884.The horizontal coordinates were scaled from a topographic map and have
 KW1884.an estimated accuracy of +/- 6 seconds.
 KW1884
 KW1884.The orthometric height was determined by differential leveling
 KW1884.and adjusted by the National Geodetic Survey in June 1991..
 KW1884
 KW1884.The geoid height was determined by GEOID03.
 KW1884
 KW1884.The dynamic height is computed by dividing the NAVD 88
 KW1884.geopotential number by the normal gravity value computed on the
 KW1884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1884.degrees latitude (g = 980.6199 gals.).
 KW1884
 KW1884.The modeled gravity was interpolated from observed gravity values.
 KW1884
 KW1884;                    North         East    Units  Estimated Accuracy
 KW1884;SPC PA S     -   111,220.      648,290.      MT  (+/- 180 meters Scaled)
 KW1884
 KW1884                          SUPERSEDED SURVEY CONTROL
 KW1884
 KW1884  NGVD 29 (??/??/??)  144.092  (m)          472.74   (f) ADJUSTED    2 0
 KW1884
 KW1884.Superseded values are not recommended for survey control.
 KW1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1884.See file dsdata.txt to determine how the superseded data were derived.
 KW1884
 KW1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK146670(NAD 83)
 KW1884_MARKER: DB = BENCH MARK DISK
 KW1884_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1884_SP_SET: CULVERT
 KW1884_STAMPING: C 153 1942
 KW1884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1884
 KW1884  HISTORY     - Date     Condition        Report By
 KW1884  HISTORY     - 1942     MONUMENTED       CGS
 KW1884  HISTORY     - 1961     MARK NOT FOUND   CGS
 KW1884
 KW1884                          STATION DESCRIPTION
 KW1884
 KW1884'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1884'0.8 MI NW FROM SHERMANSDALE.
 KW1884'0.8 MILE NORTHWEST ALONG STATE HIGHWAY NO. 34 FROM THE POST
 KW1884'OFFICE AT SHERMANSDALE, SET IN THE CENTER OF THE EAST HEADWALL
 KW1884'OF AN 18-INCH PIPE CULVERT UNDER HIGHWAY, CULVERT NO. 217 + 75,
 KW1884'ABOUT 175 FEET NORTHEAST OF A LARGE YELLOW BARN ON THE WEST
 KW1884'SIDE OF HIGHWAY, 14 FEET EAST OF CENTER-LINE OF HIGHWAY, 11 FEET
 KW1884'SOUTHWEST OF THE SOUTH GATE POST, 7 FEET NORTHWEST OF THE 3-WAY
 KW1884'CORNER FENCE POST.  A STANDARD DISK.
 KW1884
 KW1884                          STATION RECOVERY (1961)
 KW1884
 KW1884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 KW1884'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2156 ***********************************************************************
 KW2156  DESIGNATION -  C 153
 KW2156  PID         -  KW2156
 KW2156  STATE/COUNTY-  PA/MIFFLIN
 KW2156  USGS QUAD   -  MC VEYTOWN (1971)
 KW2156
 KW2156                         *CURRENT SURVEY CONTROL
 KW2156  ___________________________________________________________________
 KW2156* NAD 83(1986)-  40 29 28.     (N)    077 43 56.     (W)     SCALED    
 KW2156* NAVD 88     -       157.665  (meters)     517.27   (feet)  ADJUSTED  
 KW2156  ___________________________________________________________________
 KW2156  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KW2156  DYNAMIC HT  -         157.585 (meters)     517.01  (feet)  COMP
 KW2156  MODELED GRAV-     980,118.7   (mgal)                       NAVD 88
 KW2156
 KW2156  VERT ORDER  -  FIRST     CLASS I
 KW2156
 KW2156.The horizontal coordinates were scaled from a topographic map and have
 KW2156.an estimated accuracy of +/- 6 seconds.
 KW2156
 KW2156.The orthometric height was determined by differential leveling
 KW2156.and adjusted by the National Geodetic Survey in June 1991..
 KW2156
 KW2156.The geoid height was determined by GEOID03.
 KW2156
 KW2156.The dynamic height is computed by dividing the NAVD 88
 KW2156.geopotential number by the normal gravity value computed on the
 KW2156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2156.degrees latitude (g = 980.6199 gals.).
 KW2156
 KW2156.The modeled gravity was interpolated from observed gravity values.
 KW2156
 KW2156;                    North         East    Units  Estimated Accuracy
 KW2156;SPC PA S     -   128,550.      601,510.      MT  (+/- 180 meters Scaled)
 KW2156
 KW2156                          SUPERSEDED SURVEY CONTROL
 KW2156
 KW2156  NGVD 29 (??/??/??)  157.873  (m)          517.96   (f) ADJUSTED    1 1
 KW2156
 KW2156.Superseded values are not recommended for survey control.
 KW2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2156.See file dsdata.txt to determine how the superseded data were derived.
 KW2156
 KW2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK684858(NAD 83)
 KW2156_MARKER: DB = BENCH MARK DISK
 KW2156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2156_SP_SET: CATCH BASIN
 KW2156_STAMPING: C 153 1941
 KW2156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2156
 KW2156  HISTORY     - Date     Condition        Report By
 KW2156  HISTORY     - 1941     MONUMENTED       CGS
 KW2156  HISTORY     - 1966     GOOD             CGS
 KW2156
 KW2156                          STATION DESCRIPTION
 KW2156
 KW2156'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2156'0.4 MI S FROM MC VEYTOWN.
 KW2156'0.35 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM A CROSSING
 KW2156'OF THE RAILROAD AND A PAVED ROAD AT MC VEYTOWN, 19 RAILS NORTH
 KW2156'OF MILEPOST 178, 13 FEET SOUTH OF THE EAST END OF A CORRUGATED
 KW2156'METAL CULVERT, 7 FEET EAST OF THE EAST RAIL OF THE EAST SET OF
 KW2156'TRACKS, SET IN THE TOP OF THE SOUTHEAST CORNER OF A CATCH BASIN,
 KW2156'22 1/2 FEET WEST OF A TELEPHONE POLE, AND ABOUT 3 1/2 FEET
 KW2156'BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1892 ***********************************************************************
 KW1892  DESIGNATION -  C 154
 KW1892  PID         -  KW1892
 KW1892  STATE/COUNTY-  PA/CUMBERLAND
 KW1892  USGS QUAD   -  CARLISLE (1984)
 KW1892
 KW1892                         *CURRENT SURVEY CONTROL
 KW1892  ___________________________________________________________________
 KW1892* NAD 83(1986)-  40 14 49.     (N)    077 10 33.     (W)     SCALED    
 KW1892* NAVD 88     -       125.612  (meters)     412.11   (feet)  ADJUSTED  
 KW1892  ___________________________________________________________________
 KW1892  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 KW1892  DYNAMIC HT  -         125.549 (meters)     411.91  (feet)  COMP
 KW1892  MODELED GRAV-     980,122.8   (mgal)                       NAVD 88
 KW1892
 KW1892  VERT ORDER  -  SECOND    CLASS 0
 KW1892
 KW1892.The horizontal coordinates were scaled from a topographic map and have
 KW1892.an estimated accuracy of +/- 6 seconds.
 KW1892
 KW1892.The orthometric height was determined by differential leveling
 KW1892.and adjusted by the National Geodetic Survey in June 1991..
 KW1892
 KW1892.The geoid height was determined by GEOID03.
 KW1892
 KW1892.The dynamic height is computed by dividing the NAVD 88
 KW1892.geopotential number by the normal gravity value computed on the
 KW1892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1892.degrees latitude (g = 980.6199 gals.).
 KW1892
 KW1892.The modeled gravity was interpolated from observed gravity values.
 KW1892
 KW1892;                    North         East    Units  Estimated Accuracy
 KW1892;SPC PA S     -   101,600.      648,850.      MT  (+/- 180 meters Scaled)
 KW1892
 KW1892                          SUPERSEDED SURVEY CONTROL
 KW1892
 KW1892  NGVD 29 (??/??/??)  125.828  (m)          412.82   (f) ADJUSTED    2 0
 KW1892
 KW1892.Superseded values are not recommended for survey control.
 KW1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1892.See file dsdata.txt to determine how the superseded data were derived.
 KW1892
 KW1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK149574(NAD 83)
 KW1892_MARKER: DD = SURVEY DISK
 KW1892_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1892_SP_SET: ABUTMENT
 KW1892_STAMPING: C-154 1942
 KW1892_MARK LOGO: PADH  
 KW1892_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW1892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1892
 KW1892  HISTORY     - Date     Condition        Report By
 KW1892  HISTORY     - 1942     MONUMENTED       PADH
 KW1892  HISTORY     - 1942     GOOD             CGS
 KW1892  HISTORY     - 1952     GOOD             USE
 KW1892  HISTORY     - 19900307 MARK NOT FOUND   LOCSUR
 KW1892  HISTORY     - 20050521 MARK NOT FOUND   GEOCAC
 KW1892
 KW1892                          STATION DESCRIPTION
 KW1892
 KW1892'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1892'3.7 MI N FROM CARLISLE.
 KW1892'3.7 MILES NORTH ALONG STATE HIGHWAY NO. 34 FROM THE POST OFFICE
 KW1892'AT CARLISLE, SET IN THE EAST CORNER OF THE SOUTH ABUTMENT OF
 KW1892'BRIDGE NO. 1330, ABOUT 1/2 WAY BETWEEN 2 SIDE ROADS, THE SOUTH
 KW1892'SIDE ROAD LEADING NORTHWEST AND THE NORTH SIDE ROAD LEADING
 KW1892'NORTHEAST, 13.4 FEET EAST OF THE CENTER-LINE OF THE HIGHWAY.
 KW1892'A STANDARD PENNSYLVANIA DEPARTMENT OF HIGHWAYS DISK.  STAMPED
 KW1892'BY THE U.S.C. AND G.S.  NOTE-- 9.0 FT. ABOVE THE WATER
 KW1892'SURFACE OF THE CREEK, 170 FT. S OF CENTERLINE OF HWY, AND
 KW1892'CENTERLINE OF T RD. NE. 180 FT. N OF CENTERLINE OF HWY. AND
 KW1892'CENTERLINE OF T RD. NW.
 KW1892
 KW1892                          STATION RECOVERY (1952)
 KW1892
 KW1892'RECOVERY NOTE BY US ENGINEERS 1952
 KW1892'RECOVERED IN GOOD CONDITION.
 KW1892
 KW1892                          STATION RECOVERY (1990)
 KW1892
 KW1892'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1990
 KW1892'MARK NOT FOUND.
 KW1892
 KW1892                          STATION RECOVERY (2005)
 KW1892
 KW1892'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW1892'BRIDGE REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0919 ***********************************************************************
 KW0919  DESIGNATION -  C 155
 KW0919  PID         -  KW0919
 KW0919  STATE/COUNTY-  PA/DAUPHIN
 KW0919  USGS QUAD   -  STEELTON (1987)
 KW0919
 KW0919                         *CURRENT SURVEY CONTROL
 KW0919  ___________________________________________________________________
 KW0919* NAD 83(1986)-  40 14 31.     (N)    076 51 26.     (W)     SCALED    
 KW0919* NAVD 88     -        94.906  (meters)     311.37   (feet)  ADJUSTED  
 KW0919  ___________________________________________________________________
 KW0919  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 KW0919  DYNAMIC HT  -          94.858 (meters)     311.21  (feet)  COMP
 KW0919  MODELED GRAV-     980,120.9   (mgal)                       NAVD 88
 KW0919
 KW0919  VERT ORDER  -  FIRST     CLASS II
 KW0919
 KW0919.The horizontal coordinates were scaled from a topographic map and have
 KW0919.an estimated accuracy of +/- 6 seconds.
 KW0919
 KW0919.The orthometric height was determined by differential leveling
 KW0919.and adjusted by the National Geodetic Survey in June 1991..
 KW0919.WARNING-Repeat measurements at this control monument indicate possible
 KW0919.vertical movement.
 KW0919
 KW0919.The geoid height was determined by GEOID03.
 KW0919
 KW0919.The dynamic height is computed by dividing the NAVD 88
 KW0919.geopotential number by the normal gravity value computed on the
 KW0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0919.degrees latitude (g = 980.6199 gals.).
 KW0919
 KW0919.The modeled gravity was interpolated from observed gravity values.
 KW0919
 KW0919;                    North         East    Units  Estimated Accuracy
 KW0919;SPC PA S     -   101,270.      675,960.      MT  (+/- 180 meters Scaled)
 KW0919
 KW0919                          SUPERSEDED SURVEY CONTROL
 KW0919
 KW0919  NGVD 29 (??/??/??)   95.114  (m)          312.05   (f) ADJUSTED    1 2
 KW0919
 KW0919.Superseded values are not recommended for survey control.
 KW0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0919.See file dsdata.txt to determine how the superseded data were derived.
 KW0919
 KW0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK420562(NAD 83)
 KW0919_MARKER: DB = BENCH MARK DISK
 KW0919_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0919_SP_SET: BUILDING
 KW0919_STAMPING: C 155 1942
 KW0919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0919_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0919+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2004
 KW0919
 KW0919  HISTORY     - Date     Condition        Report By
 KW0919  HISTORY     - 1942     MONUMENTED       CGS
 KW0919  HISTORY     - 1979     GOOD             NGS
 KW0919  HISTORY     - 20040530 GOOD             GEOCAC
 KW0919
 KW0919                          STATION DESCRIPTION
 KW0919
 KW0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0919'0.5 MI S FROM HARRISBURG.
 KW0919'ABOUT 0.5 MILE SOUTH ALONG THE READING CO. RAILROAD FROM THE
 KW0919'STATION AT HARRISBURG, DAUPHIN COUNTY, THENCE ABOUT 1.3 MILES
 KW0919'SOUTHEAST ALONG U.S. HIGHWAY 230, NEAR THE ELLIOTT-FISHER BUILDING,
 KW0919'AT BRIDGE 1-04, IN THE NORTHEAST CORNER OF THE NORTHWEST ABUTMENT,
 KW0919'ON A SPUR TRACK, 76 FEET SOUTHWEST OF THE SOUTHWEST CURB OF
 KW0919'THE HIGHWAY, AND 6.1 FEET NORTHEAST OF THE NORTHEAST RAIL.  A
 KW0919'STANDARD DISK, STAMPED C 155 1942.
 KW0919
 KW0919                          STATION RECOVERY (1979)
 KW0919
 KW0919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW0919'RECOVERED IN GOOD CONDITION.
 KW0919
 KW0919                          STATION RECOVERY (2004)
 KW0919
 KW0919'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0919'ELLIOT-FISHER BUILDING NOW HOUSES DASHER INDUSTRIES. BRIDGE NO LONGER
 KW0919'CARRIES RAILROAD TRACKS BUT HAS A PIPELINE ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3377 ***********************************************************************
 JV3377  DESIGNATION -  C 156
 JV3377  PID         -  JV3377
 JV3377  STATE/COUNTY-  PA/FRANKLIN
 JV3377  USGS QUAD   -  WAYNESBORO (1990)
 JV3377
 JV3377                         *CURRENT SURVEY CONTROL
 JV3377  ___________________________________________________________________
 JV3377* NAD 83(1986)-  39 45 00.     (N)    077 35 08.     (W)     SCALED    
 JV3377* NAVD 88     -       204.225  (meters)     670.03   (feet)  ADJUSTED  
 JV3377  ___________________________________________________________________
 JV3377  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JV3377  DYNAMIC HT  -         204.106 (meters)     669.64  (feet)  COMP
 JV3377  MODELED GRAV-     980,043.1   (mgal)                       NAVD 88
 JV3377
 JV3377  VERT ORDER  -  SECOND    CLASS 0
 JV3377
 JV3377.The horizontal coordinates were scaled from a topographic map and have
 JV3377.an estimated accuracy of +/- 6 seconds.
 JV3377
 JV3377.The orthometric height was determined by differential leveling
 JV3377.and adjusted by the National Geodetic Survey in June 1991..
 JV3377
 JV3377.The geoid height was determined by GEOID03.
 JV3377
 JV3377.The dynamic height is computed by dividing the NAVD 88
 JV3377.geopotential number by the normal gravity value computed on the
 JV3377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3377.degrees latitude (g = 980.6199 gals.).
 JV3377
 JV3377.The modeled gravity was interpolated from observed gravity values.
 JV3377
 JV3377;                    North         East    Units  Estimated Accuracy
 JV3377;SPC PA S     -    46,280.      614,090.      MT  (+/- 180 meters Scaled)
 JV3377
 JV3377                          SUPERSEDED SURVEY CONTROL
 JV3377
 JV3377  NGVD 29 (??/??/??)  204.406  (m)          670.62   (f) ADJUSTED    2 0
 JV3377
 JV3377.Superseded values are not recommended for survey control.
 JV3377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3377.See file dsdata.txt to determine how the superseded data were derived.
 JV3377
 JV3377_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK784032(NAD 83)
 JV3377_MARKER: DB = BENCH MARK DISK
 JV3377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV3377_SP_SET: SIGNAL BASE
 JV3377_STAMPING: C 156 1942
 JV3377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV3377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV3377+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2004
 JV3377
 JV3377  HISTORY     - Date     Condition        Report By
 JV3377  HISTORY     - 1942     MONUMENTED       CGS
 JV3377  HISTORY     - 20040311 GOOD             GEOCAC
 JV3377
 JV3377                          STATION DESCRIPTION
 JV3377
 JV3377'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3377'0.9 MI SW FROM WAYNESBORO.
 JV3377'0.9 MILE SOUTHWEST ALONG STATE HIGHWAY 316 FROM THE POST OFFICE AT
 JV3377'WAYNESBORO, FRANKLIN COUNTY, IN THE SOUTH QUARTER OF THE INTERSECTION
 JV3377'OF THE HIGHWAY AND THE WESTERN MARYLAND RAILWAY, 27.6 FEET
 JV3377'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 20 FEET EAST OF POWER
 JV3377'LINE POLE 6, 18 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, AND
 JV3377'IN TOP OF THE CONCRETE BASE OF AN ELECTRIC SIGNAL LIGHT.
 JV3377'A STANDARD DISK, STAMPED C 156 1942.
 JV3377
 JV3377                          STATION RECOVERY (2004)
 JV3377
 JV3377'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JV3377'FOUND IN GOOD CONDITION, BUT WITH MODIFICATION TO THE DESCRIPTION AND
 JV3377'TO REACH INSTRUCTIONS.  THE STATION IS LOCATED 0.48 MILES (0.77 KM)
 JV3377'SOUTHWEST ALONG STATE HIGHWAY 316 (POTOMAC STREET) FROM THE
 JV3377'INTERSECTION OF STATE HIGHWAY 316 AND STATE HIGHWAY 16 IN WAYNESBORO,
 JV3377'FRANKLIN COUNTY, PA.  THE DISK IS MOUNTED IN THE DISUSED CONCRETE
 JV3377'FOUNDATION FOR A RAILWAY SIGNAL LIGHT.
 JV3377' 
 JV3377'THE RAILWAY IS NO LONGER IN EXISTENCE, AND THE CONCRETE BLOCK IS NOW
 JV3377'ON THE FRONT LAWN OF A ONE-STORY BRICK BUILDING AT 337 POTOMAC STREET.
 JV3377' 
 JV3377'THE DISK IS MOUNTED IN THE TOP OF THE CONCRETE BLOCK AND ABOUT THREE
 JV3377'FEET (0.91 M) ABOVE THE ROAD.  IT LIES ABOUT 18 FEET (5.49 M)
 JV3377'NORTHEAST OF UTILITY POLE 400Z300-1, ABOUT 10 FEET (3.05 M) SOUTHEAST
 JV3377'OF THE CURB ON THE SOUTHEAST SIDE OF POTOMAC STREET, AND ALMOST
 JV3377'DIRECTLY ACROSS POTOMAC STREET FROM THE SOUTHEASTERN TERMINUS OF A
 JV3377'SIDE ROAD, MADISON AVE, HEADING NORTHWEST.
 JV3377' 
 JV3377'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 316 AND STATE HIGHWAY
 JV3377'16 IN DOWNTOWN WAYNESBORO, GO SOUTHWEST ON STATE HIGHWAY 316 FOR 0.48
 JV3377'(O.77 KM) MILES TO MADISON AVE ON THE RIGHT AND THE STATION ON THE
 JV3377'LEFT.  HANDHELD COORDINATES ARE N39 45 04.500 W077 35 07.020.
 JV3377' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV6901 ***********************************************************************
 JV6901  DESIGNATION -  C 158 RESET
 JV6901  PID         -  JV6901
 JV6901  STATE/COUNTY-  PA/FRANKLIN
 JV6901  USGS QUAD   -  WAYNESBORO (1990)
 JV6901
 JV6901                         *CURRENT SURVEY CONTROL
 JV6901  ___________________________________________________________________
 JV6901* NAD 83(1986)-  39 50 54.     (N)    077 36 33.     (W)     SCALED    
 JV6901* NAVD 88     -       248.46   (+/-2cm)     815.2    (feet)  VERTCON   
 JV6901  ___________________________________________________________________
 JV6901  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 JV6901
 JV6901  VERT ORDER  -  THIRD (See Below)
 JV6901
 JV6901.The horizontal coordinates were scaled from a topographic map and have
 JV6901.an estimated accuracy of +/- 6 seconds.
 JV6901
 JV6901.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV6901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV6901.The vertical order pertains to the NGVD 29 superseded value.
 JV6901
 JV6901.The geoid height was determined by GEOID03.
 JV6901
 JV6901;                    North         East    Units  Estimated Accuracy
 JV6901;SPC PA S     -    57,190.      612,050.      MT  (+/- 180 meters Scaled)
 JV6901
 JV6901                          SUPERSEDED SURVEY CONTROL
 JV6901
 JV6901  NGVD 29 (02/24/03)  248.64   (m)          815.7    (f) RESET       3  
 JV6901
 JV6901.Superseded values are not recommended for survey control.
 JV6901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV6901.See file dsdata.txt to determine how the superseded data were derived.
 JV6901
 JV6901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK767141(NAD 83)
 JV6901_MARKER: DV = VERTICAL CONTROL DISK
 JV6901_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JV6901+WITH SETTING: PAVEMENT
 JV6901_SP_SET: SQUARE PEDESTAL
 JV6901_STAMPING: C 158 RESET 1985
 JV6901_MARK LOGO: NGS   
 JV6901_MAGNETIC: N = NO MAGNETIC MATERIAL
 JV6901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV6901+STABILITY: SURFACE MOTION
 JV6901
 JV6901  HISTORY     - Date     Condition        Report By
 JV6901  HISTORY     - 1985     MONUMENTED       NGS
 JV6901
 JV6901                          STATION DESCRIPTION
 JV6901
 JV6901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JV6901'5.2 MI (8.4 KM) SOUTH ALONG STATE HIGHWAY 316 FROM ITS JUNCTION WITH
 JV6901'US HIGHWAY I-81 AT THE INTERSECTION OF STATE ROAD 28003 AND HIGHWAY
 JV6901'316 WHERE ROAD 28003 CROSSES RAILROAD TRACKS, BETWEEN THE TWO SETS OF
 JV6901'TRACKS, 7.3 M (24.0 FT) EAST FROM THE WESTERNMOST RAIL, 6.3 M
 JV6901'(20.7 FT) WEST OF EASTERNMOST RAIL, AND 4.9 M (16.1 FT) NORTH OF THE
 JV6901'CENTERLINE OF ROAD 28003. 0.5 M (1.6 FT) ABOVE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2037 ***********************************************************************
 JV2037  DESIGNATION -  C 159
 JV2037  PID         -  JV2037
 JV2037  STATE/COUNTY-  PA/ADAMS
 JV2037  USGS QUAD   -  ARENDTSVILLE (1990)
 JV2037
 JV2037                         *CURRENT SURVEY CONTROL
 JV2037  ___________________________________________________________________
 JV2037* NAD 83(1986)-  39 54 11.     (N)    077 20 27.     (W)     SCALED    
 JV2037* NAVD 88     -       226.345  (meters)     742.60   (feet)  ADJUSTED  
 JV2037  ___________________________________________________________________
 JV2037  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JV2037  DYNAMIC HT  -         226.217 (meters)     742.18  (feet)  COMP
 JV2037  MODELED GRAV-     980,056.5   (mgal)                       NAVD 88
 JV2037
 JV2037  VERT ORDER  -  SECOND    CLASS 0
 JV2037
 JV2037.The horizontal coordinates were scaled from a topographic map and have
 JV2037.an estimated accuracy of +/- 6 seconds.
 JV2037
 JV2037.The orthometric height was determined by differential leveling
 JV2037.and adjusted by the National Geodetic Survey in June 1991..
 JV2037
 JV2037.The geoid height was determined by GEOID03.
 JV2037
 JV2037.The dynamic height is computed by dividing the NAVD 88
 JV2037.geopotential number by the normal gravity value computed on the
 JV2037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2037.degrees latitude (g = 980.6199 gals.).
 JV2037
 JV2037.The modeled gravity was interpolated from observed gravity values.
 JV2037
 JV2037;                    North         East    Units  Estimated Accuracy
 JV2037;SPC PA S     -    63,340.      634,990.      MT  (+/- 180 meters Scaled)
 JV2037
 JV2037                          SUPERSEDED SURVEY CONTROL
 JV2037
 JV2037  NGVD 29 (??/??/??)  226.525  (m)          743.19   (f) ADJUSTED    2 0
 JV2037
 JV2037.Superseded values are not recommended for survey control.
 JV2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2037.See file dsdata.txt to determine how the superseded data were derived.
 JV2037
 JV2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK998196(NAD 83)
 JV2037_MARKER: DB = BENCH MARK DISK
 JV2037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV2037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV2037_STAMPING: C 159 1942
 JV2037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV2037+STABILITY: SURFACE MOTION
 JV2037
 JV2037  HISTORY     - Date     Condition        Report By
 JV2037  HISTORY     - 1942     MONUMENTED       CGS
 JV2037  HISTORY     - 19900430 MARK NOT FOUND   USGS
 JV2037
 JV2037                          STATION DESCRIPTION
 JV2037
 JV2037'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV2037'2.1 MI NE FROM CASHTOWN.
 JV2037'2.1 MILES NORTHEAST ALONG BLACK-TOP ROAD 01001 FROM THE POST
 JV2037'OFFICE AT CASHTOWN, ADAMS COUNTY, AT AN INTERSECTION OF BLACK-TOP
 JV2037'ROAD 01001 AND DIRT ROAD 01075 AND A GRAVEL ROAD LEADING SOUTH,
 JV2037'24 FEET WEST OF THE CENTERLINE OF THE GRAVEL ROAD, 26 FEET SOUTH
 JV2037'OF THE CENTERLINE OF ROAD 01001 AND 5 FEET SOUTH OF A FENCE
 JV2037'CORNER POST, 5 FEET NORTH OF THE NORTHWEST CORNER OF A SMALL
 JV2037'SCHOOL CHILDRENS WAITING STATION, AND 1.4 FEET NORTH OF A WHITE
 JV2037'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED C 159 1942 AND
 JV2037'SET IN THE TOP OF A CONCRETE POST.
 JV2037
 JV2037                          STATION RECOVERY (1990)
 JV2037
 JV2037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (CDL)
 JV2037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1204 ***********************************************************************
 LZ1204  DESIGNATION -  C 16
 LZ1204  PID         -  LZ1204
 LZ1204  STATE/COUNTY-  PA/CENTRE
 LZ1204  USGS QUAD   -  HOWARD (1973)
 LZ1204
 LZ1204                         *CURRENT SURVEY CONTROL
 LZ1204  ___________________________________________________________________
 LZ1204* NAD 83(1986)-  41 01 14.     (N)    077 38 18.     (W)     SCALED    
 LZ1204* NAVD 88     -       190.518  (meters)     625.06   (feet)  ADJUSTED  
 LZ1204  ___________________________________________________________________
 LZ1204  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 LZ1204  DYNAMIC HT  -         190.429 (meters)     624.77  (feet)  COMP
 LZ1204  MODELED GRAV-     980,153.0   (mgal)                       NAVD 88
 LZ1204
 LZ1204  VERT ORDER  -  FIRST     CLASS II
 LZ1204
 LZ1204.The horizontal coordinates were scaled from a topographic map and have
 LZ1204.an estimated accuracy of +/- 6 seconds.
 LZ1204
 LZ1204.The orthometric height was determined by differential leveling
 LZ1204.and adjusted by the National Geodetic Survey in June 1991..
 LZ1204
 LZ1204.The geoid height was determined by GEOID03.
 LZ1204
 LZ1204.The dynamic height is computed by dividing the NAVD 88
 LZ1204.geopotential number by the normal gravity value computed on the
 LZ1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1204.degrees latitude (g = 980.6199 gals.).
 LZ1204
 LZ1204.The modeled gravity was interpolated from observed gravity values.
 LZ1204
 LZ1204;                    North         East    Units  Estimated Accuracy
 LZ1204;SPC PA N     -    94,830.      609,390.      MT  (+/- 180 meters Scaled)
 LZ1204
 LZ1204                          SUPERSEDED SURVEY CONTROL
 LZ1204
 LZ1204  NGVD 29 (??/??/92)  190.731  (m)          625.76   (f) ADJ UNCH    1 2
 LZ1204
 LZ1204.Superseded values are not recommended for survey control.
 LZ1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1204.See file dsdata.txt to determine how the superseded data were derived.
 LZ1204
 LZ1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL781443(NAD 83)
 LZ1204_MARKER: DB = BENCH MARK DISK
 LZ1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1204_STAMPING: C 16 1934
 LZ1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1204+STABILITY: SURFACE MOTION
 LZ1204
 LZ1204  HISTORY     - Date     Condition        Report By
 LZ1204  HISTORY     - 1934     MONUMENTED       CGS
 LZ1204
 LZ1204                          STATION DESCRIPTION
 LZ1204
 LZ1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1204'3.4 MI S FROM EAGLEVILLE.
 LZ1204'3.4 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM EAGLEVILLE,
 LZ1204'CENTRE COUNTY, AT THE DIVRGENCE OF THE NORTH AND SOUTH-BOUND
 LZ1204'TRACKS, 300 FEET SOUTH OF MILEPOST 41, 100 FEET NORTH OF THE
 LZ1204'SIGNAL TOWER AT WOOD, AND LEVEL WITH THE RAIL.  A STANDARD DISK,
 LZ1204'STAMPED C 16 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0135 ***********************************************************************
 JW0135  DESIGNATION -  C 16
 JW0135  PID         -  JW0135
 JW0135  STATE/COUNTY-  PA/FULTON
 JW0135  USGS QUAD   -  BREEZEWOOD (1982)
 JW0135
 JW0135                         *CURRENT SURVEY CONTROL
 JW0135  ___________________________________________________________________
 JW0135* NAD 83(1986)-  39 55 12.     (N)    078 14 56.     (W)     SCALED    
 JW0135* NAVD 88     -       399.714  (meters)    1311.39   (feet)  ADJUSTED  
 JW0135  ___________________________________________________________________
 JW0135  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JW0135  DYNAMIC HT  -         399.479 (meters)    1310.62  (feet)  COMP
 JW0135  MODELED GRAV-     980,025.7   (mgal)                       NAVD 88
 JW0135
 JW0135  VERT ORDER  -  SECOND    CLASS 0
 JW0135
 JW0135.The horizontal coordinates were scaled from a topographic map and have
 JW0135.an estimated accuracy of +/- 6 seconds.
 JW0135
 JW0135.The orthometric height was determined by differential leveling
 JW0135.and adjusted by the National Geodetic Survey in June 1991..
 JW0135
 JW0135.The geoid height was determined by GEOID03.
 JW0135
 JW0135.The dynamic height is computed by dividing the NAVD 88
 JW0135.geopotential number by the normal gravity value computed on the
 JW0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0135.degrees latitude (g = 980.6199 gals.).
 JW0135
 JW0135.The modeled gravity was interpolated from observed gravity values.
 JW0135
 JW0135;                    North         East    Units  Estimated Accuracy
 JW0135;SPC PA S     -    65,260.      557,350.      MT  (+/- 180 meters Scaled)
 JW0135
 JW0135                          SUPERSEDED SURVEY CONTROL
 JW0135
 JW0135  NGVD 29 (??/??/92)  399.890  (m)         1311.97   (f) ADJ UNCH    2 0
 JW0135
 JW0135.Superseded values are not recommended for survey control.
 JW0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0135.See file dsdata.txt to determine how the superseded data were derived.
 JW0135
 JW0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE351225(NAD 83)
 JW0135_MARKER: DD = SURVEY DISK
 JW0135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0135_SP_SET: FOUNDATION
 JW0135_STAMPING: C 16 1925
 JW0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0135
 JW0135  HISTORY     - Date     Condition        Report By
 JW0135  HISTORY     - 1925     MONUMENTED       USGS
 JW0135  HISTORY     - 1960     GOOD             NGS
 JW0135
 JW0135                          STATION DESCRIPTION
 JW0135
 JW0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JW0135'2.4 MI S FROM CRYSTAL SPRING.
 JW0135'ABOUT 2.35 MILE SOUTH ALONG OLD HIGHWAY 126 FROM THE CRYSTAL
 JW0135'SPRING POST OFFICE TO THE MC KENDREE CHURCH, SET VERTICAL IN THE
 JW0135'NORTH FACE AT THE NORTHEAST CORNER OF THE FOUNDATION FOR THE
 JW0135'CHURCH, ABOUT 2 1/2 FEET ABOVE THE GROUND, 72 FEET WEST OF THE
 JW0135'CENTERLINE AND ABOUT 7 FEET ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0999 ***********************************************************************
 KW0999  DESIGNATION -  C 161
 KW0999  PID         -  KW0999
 KW0999  STATE/COUNTY-  PA/CUMBERLAND
 KW0999  USGS QUAD   -  LEMOYNE (1987)
 KW0999
 KW0999                         *CURRENT SURVEY CONTROL
 KW0999  ___________________________________________________________________
 KW0999* NAD 83(1986)-  40 13 09.     (N)    076 54 35.     (W)     SCALED    
 KW0999* NAVD 88     -       118.535  (meters)     388.89   (feet)  ADJUSTED  
 KW0999  ___________________________________________________________________
 KW0999  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KW0999  DYNAMIC HT  -         118.474 (meters)     388.69  (feet)  COMP
 KW0999  MODELED GRAV-     980,114.4   (mgal)                       NAVD 88
 KW0999
 KW0999  VERT ORDER  -  SECOND    CLASS 0
 KW0999
 KW0999.The horizontal coordinates were scaled from a topographic map and have
 KW0999.an estimated accuracy of +/- 6 seconds.
 KW0999
 KW0999.The orthometric height was determined by differential leveling
 KW0999.and adjusted by the National Geodetic Survey in June 1991..
 KW0999
 KW0999.The geoid height was determined by GEOID03.
 KW0999
 KW0999.The dynamic height is computed by dividing the NAVD 88
 KW0999.geopotential number by the normal gravity value computed on the
 KW0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0999.degrees latitude (g = 980.6199 gals.).
 KW0999
 KW0999.The modeled gravity was interpolated from observed gravity values.
 KW0999
 KW0999;                    North         East    Units  Estimated Accuracy
 KW0999;SPC PA S     -    98,700.      671,520.      MT  (+/- 180 meters Scaled)
 KW0999
 KW0999                          SUPERSEDED SURVEY CONTROL
 KW0999
 KW0999  NGVD 29 (??/??/??)  118.743  (m)          389.58   (f) ADJUSTED    2 0
 KW0999
 KW0999.Superseded values are not recommended for survey control.
 KW0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0999.See file dsdata.txt to determine how the superseded data were derived.
 KW0999
 KW0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK375538(NAD 83)
 KW0999_MARKER: DB = BENCH MARK DISK
 KW0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0999_STAMPING: C-161 1942
 KW0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0999+STABILITY: SURFACE MOTION
 KW0999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW0999+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2004
 KW0999
 KW0999  HISTORY     - Date     Condition        Report By
 KW0999  HISTORY     - 1942     MONUMENTED       CGS
 KW0999  HISTORY     - 1961     GOOD             CGS
 KW0999  HISTORY     - 1977     GOOD             PADT
 KW0999  HISTORY     - 19950311 GOOD             USPSQD
 KW0999  HISTORY     - 20040717 GOOD             GEOCAC
 KW0999
 KW0999                          STATION DESCRIPTION
 KW0999
 KW0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0999'1.4 MI SE FROM CAMP HILL.
 KW0999'1.4 MILES SOUTH-EAST FROM THE CAMP HILL STATION OF THE
 KW0999'PHILADELPHIA AND READING RAILROAD ALONG EBERLYS MILLS ROAD,
 KW0999'57.5 FT. WEST OF THE NORTH-WEST CORNER OF A TWO-STORY FRAME HOUSE, 24
 KW0999'FT. NORTH-EAST OF THE CENTERLINE OF THE ROAD, 9 FT. NORTH-EAST
 KW0999'OF A RAIL FENCE, 3 FT. SOUTH-WEST OF A WHITE POST STENCILED
 KW0999'U.S.B.M., SET IN THE SOUTH-EAST CORNER OF A FIELD AT THE JUNCTION
 KW0999'OF A ROAD RUNNING SOUTH-WEST, A STANDARD DISK SET IN A CONCRETE
 KW0999'POST.
 KW0999
 KW0999                          STATION RECOVERY (1961)
 KW0999
 KW0999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 KW0999'RECOVERED IN GOOD CONDITION.
 KW0999
 KW0999                          STATION RECOVERY (1977)
 KW0999
 KW0999'RECOVERY NOTE BY PA DEPT OF TRANSP 1977
 KW0999'RECOVERED IN GOOD CONDITION.
 KW0999
 KW0999                          STATION RECOVERY (1995)
 KW0999
 KW0999'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW0999'RECOVERED IN GOOD CONDITION.
 KW0999
 KW0999                          STATION RECOVERY (2004)
 KW0999
 KW0999'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0999'HOUSE AND FENCE ARE GONE.
 KW0999'24 FT. NORTH-EAST OF THE CENTERLINE OF THE ROAD, SET AT THE JUNCTION
 KW0999'OF A ROAD RUNNING SOUTH-WEST, 18 FT. SOUTHEAST OF POWER POLE 23456
 KW0999'S32381, A STANDARD DISK SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1625 ***********************************************************************
 JV1625  DESIGNATION -  C 163
 JV1625  PID         -  JV1625
 JV1625  STATE/COUNTY-  PA/YORK
 JV1625  USGS QUAD   -  ABBOTTSTOWN (1981)
 JV1625
 JV1625                         *CURRENT SURVEY CONTROL
 JV1625  ___________________________________________________________________
 JV1625* NAD 83(1986)-  39 58 47.     (N)    076 52 44.     (W)     SCALED    
 JV1625* NAVD 88     -       133.293  (meters)     437.31   (feet)  ADJUSTED  
 JV1625  ___________________________________________________________________
 JV1625  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JV1625  DYNAMIC HT  -         133.223 (meters)     437.08  (feet)  COMP
 JV1625  MODELED GRAV-     980,099.2   (mgal)                       NAVD 88
 JV1625
 JV1625  VERT ORDER  -  SECOND    CLASS 0
 JV1625
 JV1625.The horizontal coordinates were scaled from a topographic map and have
 JV1625.an estimated accuracy of +/- 6 seconds.
 JV1625
 JV1625.The orthometric height was determined by differential leveling
 JV1625.and adjusted by the National Geodetic Survey in June 1991..
 JV1625
 JV1625.The geoid height was determined by GEOID03.
 JV1625
 JV1625.The dynamic height is computed by dividing the NAVD 88
 JV1625.geopotential number by the normal gravity value computed on the
 JV1625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1625.degrees latitude (g = 980.6199 gals.).
 JV1625
 JV1625.The modeled gravity was interpolated from observed gravity values.
 JV1625
 JV1625;                    North         East    Units  Estimated Accuracy
 JV1625;SPC PA S     -    72,140.      674,410.      MT  (+/- 180 meters Scaled)
 JV1625
 JV1625                          SUPERSEDED SURVEY CONTROL
 JV1625
 JV1625  NGVD 29 (??/??/??)  133.516  (m)          438.04   (f) ADJUSTED    2 0
 JV1625
 JV1625.Superseded values are not recommended for survey control.
 JV1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1625.See file dsdata.txt to determine how the superseded data were derived.
 JV1625
 JV1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK395271(NAD 83)
 JV1625_MARKER: DB = BENCH MARK DISK
 JV1625_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1625_SP_SET: BRIDGE
 JV1625_STAMPING: C-163 1942
 JV1625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1625
 JV1625  HISTORY     - Date     Condition        Report By
 JV1625  HISTORY     - 1942     MONUMENTED       CGS
 JV1625  HISTORY     - 20060427 MARK NOT FOUND   GEOCAC
 JV1625
 JV1625                          STATION DESCRIPTION
 JV1625
 JV1625'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1625'2.2 MI SW FROM DOVER.
 JV1625'2.2 MILES SOUTH-WEST ALONG ROAD NO. 66002 FROM THE POST OFFICE
 JV1625'AT DOVER, 10 FT. SOUTH OF THE CENTER LINE OF ROAD NO. 66002, A
 JV1625'STANDARD DISK SET IN THE SOUTH-EAST CORNER OF THE FLOOR SLAB OF
 JV1625'A CONCRETE BRIDGE.  A STANDARD DISK SET IN A DRILL HOLE.
 JV1625
 JV1625                          STATION RECOVERY (2006)
 JV1625
 JV1625'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 JV1625'BRIDGE HAS BEEN PAVED. NO EVIDENCE OF CONCRETE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2027 ***********************************************************************
 JV2027  DESIGNATION -  C 164
 JV2027  PID         -  JV2027
 JV2027  STATE/COUNTY-  PA/ADAMS
 JV2027  USGS QUAD   -  CALEDONIA PARK (1990)
 JV2027
 JV2027                         *CURRENT SURVEY CONTROL
 JV2027  ___________________________________________________________________
 JV2027* NAD 83(1986)-  39 57 45.     (N)    077 24 09.     (W)     SCALED    
 JV2027* NAVD 88     -       439.428  (meters)    1441.69   (feet)  ADJUSTED  
 JV2027  ___________________________________________________________________
 JV2027  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JV2027  DYNAMIC HT  -         439.164 (meters)    1440.82  (feet)  COMP
 JV2027  MODELED GRAV-     980,013.1   (mgal)                       NAVD 88
 JV2027
 JV2027  VERT ORDER  -  SECOND    CLASS 0
 JV2027
 JV2027.The horizontal coordinates were scaled from a topographic map and have
 JV2027.an estimated accuracy of +/- 6 seconds.
 JV2027
 JV2027.The orthometric height was determined by differential leveling
 JV2027.and adjusted by the National Geodetic Survey in June 1991..
 JV2027
 JV2027.The geoid height was determined by GEOID03.
 JV2027
 JV2027.The dynamic height is computed by dividing the NAVD 88
 JV2027.geopotential number by the normal gravity value computed on the
 JV2027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2027.degrees latitude (g = 980.6199 gals.).
 JV2027
 JV2027.The modeled gravity was interpolated from observed gravity values.
 JV2027
 JV2027;                    North         East    Units  Estimated Accuracy
 JV2027;SPC PA S     -    69,920.      629,690.      MT  (+/- 180 meters Scaled)
 JV2027
 JV2027                          SUPERSEDED SURVEY CONTROL
 JV2027
 JV2027  NGVD 29 (??/??/??)  439.599  (m)         1442.25   (f) ADJUSTED    2 0
 JV2027
 JV2027.Superseded values are not recommended for survey control.
 JV2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2027.See file dsdata.txt to determine how the superseded data were derived.
 JV2027
 JV2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK948263(NAD 83)
 JV2027_MARKER: DB = BENCH MARK DISK
 JV2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV2027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV2027_STAMPING: C 164 1942
 JV2027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV2027+STABILITY: SURFACE MOTION
 JV2027
 JV2027  HISTORY     - Date     Condition        Report By
 JV2027  HISTORY     - 1942     MONUMENTED       CGS
 JV2027  HISTORY     - 20060402 GOOD             GEOCAC
 JV2027
 JV2027                          STATION DESCRIPTION
 JV2027
 JV2027'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV2027'7.7 MI SW FROM PINE GROVE FURNACE.
 JV2027'IN ADAMS COUNTY, 7.7 MILES SOUTHWEST ALONG STATE HIGHWAY 233 FROM
 JV2027'THE POST OFFICE AT PINE GROVE FURNACE, CUMBERLAND COUNTY, 40
 JV2027'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 36 FEET NORTH OF
 JV2027'A TRIANGULAR BLAZED 12-INCH TRIPLE OAK, 11 FEET WEST OF A 10-INCH
 JV2027'TREE WITH A TRIANGULAR BLAZE, AND 1 FOOT SOUTHEAST OF A WHITE
 JV2027'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED C 164 1942 AND SET
 JV2027'IN THE TOP OF A CONCRETE POST.
 JV2027
 JV2027                          STATION RECOVERY (2006)
 JV2027
 JV2027'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV2027'MARK IS 40 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 36 FEET
 JV2027'NORTH OF A TRIANGULAR BLAZED 36-INCH TRIPLE OAK, 11 FEET WEST OF A
 JV2027'18-INCH TREE WITH A TRIANGULAR BLAZE 4 FEET SOUTHEAST OF A 12-INCH
 JV2027'TREE, AND 1 FOOT SOUTHEAST OF A WOODEN WITNESS POST. A STANDARD DISK,
 JV2027'STAMPED C 164 1942 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3238 ***********************************************************************
 KW3238  DESIGNATION -  C 165 RESET
 KW3238  PID         -  KW3238
 KW3238  STATE/COUNTY-  PA/CUMBERLAND
 KW3238  USGS QUAD   -  NEWVILLE (1975)
 KW3238
 KW3238                         *CURRENT SURVEY CONTROL
 KW3238  ___________________________________________________________________
 KW3238* NAD 83(1986)-  40 09 59.     (N)    077 23 36.     (W)     SCALED    
 KW3238* NAVD 88     -       172.48   (+/-2cm)     565.9    (feet)  VERTCON   
 KW3238  ___________________________________________________________________
 KW3238  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KW3238
 KW3238  VERT ORDER  -  THIRD (See Below)
 KW3238
 KW3238.The horizontal coordinates were scaled from a topographic map and have
 KW3238.an estimated accuracy of +/- 6 seconds.
 KW3238
 KW3238.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW3238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW3238.The vertical order pertains to the NGVD 29 superseded value.
 KW3238
 KW3238.The geoid height was determined by GEOID03.
 KW3238
 KW3238;                    North         East    Units  Estimated Accuracy
 KW3238;SPC PA S     -    92,560.      630,380.      MT  (+/- 180 meters Scaled)
 KW3238
 KW3238                          SUPERSEDED SURVEY CONTROL
 KW3238
 KW3238  NGVD 29 (02/24/03)  172.70   (m)          566.6    (f) RESET       3  
 KW3238
 KW3238.Superseded values are not recommended for survey control.
 KW3238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3238.See file dsdata.txt to determine how the superseded data were derived.
 KW3238
 KW3238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK961489(NAD 83)
 KW3238_MARKER: DV = VERTICAL CONTROL DISK
 KW3238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3238_SP_SET: CONCRETE POST
 KW3238_STAMPING: C 165 RESET 1983
 KW3238_MARK LOGO: NGS   
 KW3238_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW3238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW3238+STABILITY: SURFACE MOTION
 KW3238
 KW3238  HISTORY     - Date     Condition        Report By
 KW3238  HISTORY     - 1983     MONUMENTED       NGS
 KW3238  HISTORY     - 20051104 POOR             GEOCAC
 KW3238
 KW3238                          STATION DESCRIPTION
 KW3238
 KW3238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KW3238'FROM THE POST OFFICE IN NEWVILLE, GO SOUTH ON STATE HIGHWAY 233 FOR
 KW3238'0.4 MI (0.6 KM) TO MARK ON THE RIGHT OPPOSITE THE ASSEMBLY OF GOD
 KW3238'CHURCH, 246 FT (75.0 M) EAST FROM A WATER TANK, 56.4 FT (17.2 M)
 KW3238'WEST-NORTHWEST FROM A POWERLINE POLE NUMBERED 224, 22 FT (6.7 M)
 KW3238'SOUTHWEST FROM THE CENTERLINE OF THE ROAD, AND DIRECTLY OPPOSITE
 KW3238'CHURCH STEEPLE.
 KW3238
 KW3238                          STATION RECOVERY (2005)
 KW3238
 KW3238'RECOVERY NOTE BY GEOCACHING 2005 (EK)
 KW3238'DISK IS MISSING BUT STEM AND MONUMENT REMAIN IN PLACE. BUILDING ON
 KW3238'OPPOSITE SIDE OF ROAD IS NO LONGER A CHURCH - STEEPLE HAS BEEN
 KW3238'REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1995 ***********************************************************************
 KW1995  DESIGNATION -  C 167
 KW1995  PID         -  KW1995
 KW1995  STATE/COUNTY-  PA/CUMBERLAND
 KW1995  USGS QUAD   -  MECHANICSBURG (1987)
 KW1995
 KW1995                         *CURRENT SURVEY CONTROL
 KW1995  ___________________________________________________________________
 KW1995* NAD 83(1986)-  40 09 21.     (N)    077 01 55.     (W)     SCALED    
 KW1995* NAVD 88     -       136.183  (meters)     446.79   (feet)  ADJUSTED  
 KW1995  ___________________________________________________________________
 KW1995  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 KW1995  DYNAMIC HT  -         136.113 (meters)     446.56  (feet)  COMP
 KW1995  MODELED GRAV-     980,106.9   (mgal)                       NAVD 88
 KW1995
 KW1995  VERT ORDER  -  SECOND    CLASS 0
 KW1995
 KW1995.The horizontal coordinates were scaled from a topographic map and have
 KW1995.an estimated accuracy of +/- 6 seconds.
 KW1995
 KW1995.The orthometric height was determined by differential leveling
 KW1995.and adjusted by the National Geodetic Survey in June 1991..
 KW1995
 KW1995.The geoid height was determined by GEOID03.
 KW1995
 KW1995.The dynamic height is computed by dividing the NAVD 88
 KW1995.geopotential number by the normal gravity value computed on the
 KW1995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1995.degrees latitude (g = 980.6199 gals.).
 KW1995
 KW1995.The modeled gravity was interpolated from observed gravity values.
 KW1995
 KW1995;                    North         East    Units  Estimated Accuracy
 KW1995;SPC PA S     -    91,580.      661,180.      MT  (+/- 180 meters Scaled)
 KW1995
 KW1995                          SUPERSEDED SURVEY CONTROL
 KW1995
 KW1995  NGVD 29 (??/??/??)  136.392  (m)          447.48   (f) ADJUSTED    2 0
 KW1995
 KW1995.Superseded values are not recommended for survey control.
 KW1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1995.See file dsdata.txt to determine how the superseded data were derived.
 KW1995
 KW1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK269470(NAD 83)
 KW1995_MARKER: DB = BENCH MARK DISK
 KW1995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1995_STAMPING: C-167 1942
 KW1995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1995+STABILITY: SURFACE MOTION
 KW1995
 KW1995  HISTORY     - Date     Condition        Report By
 KW1995  HISTORY     - 1942     MONUMENTED       CGS
 KW1995  HISTORY     - 1952     MARK NOT FOUND   CGS
 KW1995  HISTORY     - 20060805 MARK NOT FOUND   GEOCAC
 KW1995
 KW1995                          STATION DESCRIPTION
 KW1995
 KW1995'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1995'3.1 MI N FROM DILLSBURG.
 KW1995'ABOUT 3.1 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1995'STATION AT DILLSBURG, ABOUT 0.1 MILE NORTH OF WILLIAMS MILL,
 KW1995'26 FT. WEST OF THE CENTER LINE OF THE TRACK, 14 FT. NORTH OF
 KW1995'THE CENTER LINE OF A FARM LANE CROSSING, 1.6 FT. EAST OF A WHITE
 KW1995'POST STENCILED U.S.B.M., A STANDARD DISK SET IN A CONCRETE
 KW1995'POST, ALONG THE RAILROAD RIGHT-OF-WAY, FENCE.
 KW1995
 KW1995                          STATION RECOVERY (1952)
 KW1995
 KW1995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 KW1995'MARK NOT FOUND.
 KW1995
 KW1995                          STATION RECOVERY (2006)
 KW1995
 KW1995'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW1995'THE ENTRANCE TO WILLIAMS GROVE SPEEDWAY IS AT THIS LOCATION AND THE
 KW1995'AREA HAS BEEN CHANGED SIGNIFICANTLY. THE TRACKS HAVE BEEN REMOVED AND
 KW1995'THE RIGHT OF WAY IS GROWN OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1030 ***********************************************************************
 KW1030  DESIGNATION -  C 168 PADH
 KW1030  PID         -  KW1030
 KW1030  STATE/COUNTY-  PA/YORK
 KW1030  USGS QUAD   -  STEELTON (1987)
 KW1030
 KW1030                         *CURRENT SURVEY CONTROL
 KW1030  ___________________________________________________________________
 KW1030* NAD 83(1986)-  40 07 49.     (N)    076 49 58.     (W)     SCALED    
 KW1030* NAVD 88     -       120.947  (meters)     396.81   (feet)  ADJUSTED  
 KW1030  ___________________________________________________________________
 KW1030  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KW1030  DYNAMIC HT  -         120.883 (meters)     396.60  (feet)  COMP
 KW1030  MODELED GRAV-     980,100.5   (mgal)                       NAVD 88
 KW1030
 KW1030  VERT ORDER  -  SECOND    CLASS 0
 KW1030
 KW1030.The horizontal coordinates were scaled from a topographic map and have
 KW1030.an estimated accuracy of +/- 6 seconds.
 KW1030
 KW1030.The orthometric height was determined by differential leveling
 KW1030.and adjusted by the National Geodetic Survey in June 1991..
 KW1030
 KW1030.The geoid height was determined by GEOID03.
 KW1030
 KW1030.The dynamic height is computed by dividing the NAVD 88
 KW1030.geopotential number by the normal gravity value computed on the
 KW1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1030.degrees latitude (g = 980.6199 gals.).
 KW1030
 KW1030.The modeled gravity was interpolated from observed gravity values.
 KW1030
 KW1030;                    North         East    Units  Estimated Accuracy
 KW1030;SPC PA S     -    88,890.      678,170.      MT  (+/- 180 meters Scaled)
 KW1030
 KW1030                          SUPERSEDED SURVEY CONTROL
 KW1030
 KW1030  NGVD 29 (??/??/??)  121.162  (m)          397.51   (f) ADJUSTED    2 0
 KW1030
 KW1030.Superseded values are not recommended for survey control.
 KW1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1030.See file dsdata.txt to determine how the superseded data were derived.
 KW1030
 KW1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK438438(NAD 83)
 KW1030_MARKER: DD = SURVEY DISK
 KW1030_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1030_SP_SET: BRIDGE
 KW1030_STAMPING: C 168 1942
 KW1030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1030
 KW1030  HISTORY     - Date     Condition        Report By
 KW1030  HISTORY     - 1942     MONUMENTED       PADH
 KW1030  HISTORY     - 1963     GOOD             CGS
 KW1030  HISTORY     - 20011111 MARK NOT FOUND   USPSQD
 KW1030  HISTORY     - 20060427 MARK NOT FOUND   GEOCAC
 KW1030
 KW1030                          STATION DESCRIPTION
 KW1030
 KW1030'DESCRIBED BY PA DEPT OF HIGHWAYS 1942
 KW1030'1.7 MI E FROM LEWISBERRY.
 KW1030'ABOUT 1.7 MILES EAST ALONG HIGHWAY NO. 24 FROM THE POST OFFICE
 KW1030'AT LEWISBERRY, 13 FT. NORTH OF THE CENTER LINE OF HIGHWAY
 KW1030'NO. 24, A PENNSYLVANIA HIGHWAY DEPT. DISK SET IN THE NORTH-EAST
 KW1030'WING WALL OF A CONCRETE BRIDGE.
 KW1030
 KW1030                          STATION RECOVERY (1963)
 KW1030
 KW1030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 KW1030'RECOVERED IN GOOD CONDITION.
 KW1030
 KW1030                          STATION RECOVERY (2001)
 KW1030
 KW1030'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPP)
 KW1030'THE CONCRETE BRIDGE HAS BEEN REMOVED AND REPLACED WITH A BOX CULVERT.
 KW1030'STATION IS PRESUMED DESTROYED.
 KW1030
 KW1030                          STATION RECOVERY (2006)
 KW1030
 KW1030'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW1030'ROAD HAS BEEN WIDENED AND SHIFTED AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1295 ***********************************************************************
 KW1295  DESIGNATION -  C 169
 KW1295  PID         -  KW1295
 KW1295  STATE/COUNTY-  PA/LEBANON
 KW1295  USGS QUAD   -  ELIZABETHTOWN (1990)
 KW1295
 KW1295                         *CURRENT SURVEY CONTROL
 KW1295  ___________________________________________________________________
 KW1295* NAD 83(1986)-  40 12 18.     (N)    076 33 16.     (W)     SCALED    
 KW1295* NAVD 88     -       136.803  (meters)     448.83   (feet)  ADJUSTED  
 KW1295  ___________________________________________________________________
 KW1295  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 KW1295  DYNAMIC HT  -         136.731 (meters)     448.59  (feet)  COMP
 KW1295  MODELED GRAV-     980,099.2   (mgal)                       NAVD 88
 KW1295
 KW1295  VERT ORDER  -  SECOND    CLASS 0
 KW1295
 KW1295.The horizontal coordinates were scaled from a topographic map and have
 KW1295.an estimated accuracy of +/- 6 seconds.
 KW1295
 KW1295.The orthometric height was determined by differential leveling
 KW1295.and adjusted by the National Geodetic Survey in June 1991..
 KW1295
 KW1295.The geoid height was determined by GEOID03.
 KW1295
 KW1295.The dynamic height is computed by dividing the NAVD 88
 KW1295.geopotential number by the normal gravity value computed on the
 KW1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1295.degrees latitude (g = 980.6199 gals.).
 KW1295
 KW1295.The modeled gravity was interpolated from observed gravity values.
 KW1295
 KW1295;                    North         East    Units  Estimated Accuracy
 KW1295;SPC PA S     -    97,470.      701,780.      MT  (+/- 180 meters Scaled)
 KW1295
 KW1295                          SUPERSEDED SURVEY CONTROL
 KW1295
 KW1295  NGVD 29 (??/??/??)  137.056  (m)          449.66   (f) ADJUSTED    2 0
 KW1295
 KW1295.Superseded values are not recommended for survey control.
 KW1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1295.See file dsdata.txt to determine how the superseded data were derived.
 KW1295
 KW1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK677516(NAD 83)
 KW1295_MARKER: DB = BENCH MARK DISK
 KW1295_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1295_SP_SET: BRIDGE
 KW1295_STAMPING: C 169 1942
 KW1295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1295_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1295+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 KW1295
 KW1295  HISTORY     - Date     Condition        Report By
 KW1295  HISTORY     - 1942     MONUMENTED       CGS
 KW1295  HISTORY     - 20051015 GOOD             GEOCAC
 KW1295
 KW1295                          STATION DESCRIPTION
 KW1295
 KW1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1295'9.4 MI SW FROM CORNWALL.
 KW1295'ABOUT 9.4 MILES SOUTH-WEST ALONG THE CORNWALL AND LEBANON
 KW1295'RAILROAD FROM THE POST OFFICE AT CORNWALL, 8.0 FT. SOUTH-EAST
 KW1295'OF THE CENTER LINE OF THE TRACK, ABOUT 1.5 FT. LOWER THAN THE
 KW1295'TRACK, A STANDARD DISK SET IN THE TOP OF THE SOUTH-EAST STONE
 KW1295'BRIDGE SEAT OF RAILROAD BRIDGE NO. 6-83.
 KW1295
 KW1295                          STATION RECOVERY (2005)
 KW1295
 KW1295'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW1295'RAILBED IS NOW PART OF THE LEBANON VALLEY RAIL TRAIL. BRIDGE HAS A
 KW1295'WOODEN RAILING. MARK IS ON THE SOUTHWEST BRIDGE SEAT.
 KW1295' 
 KW1295'N 40 12 18.8 W 076 55 01.3
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1063 ***********************************************************************
 LZ1063  DESIGNATION -  C 17
 LZ1063  PID         -  LZ1063
 LZ1063  STATE/COUNTY-  PA/LYCOMING
 LZ1063  USGS QUAD   -  JERSEY SHORE (1986)
 LZ1063
 LZ1063                         *CURRENT SURVEY CONTROL
 LZ1063  ___________________________________________________________________
 LZ1063* NAD 83(1986)-  41 13 13.     (N)    077 19 06.     (W)     SCALED    
 LZ1063* NAVD 88     -       170.414  (meters)     559.10   (feet)  ADJUSTED  
 LZ1063  ___________________________________________________________________
 LZ1063  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 LZ1063  DYNAMIC HT  -         170.338 (meters)     558.85  (feet)  COMP
 LZ1063  MODELED GRAV-     980,175.8   (mgal)                       NAVD 88
 LZ1063
 LZ1063  VERT ORDER  -  SECOND    CLASS 0
 LZ1063
 LZ1063.The horizontal coordinates were scaled from a topographic map and have
 LZ1063.an estimated accuracy of +/- 6 seconds.
 LZ1063
 LZ1063.The orthometric height was determined by differential leveling
 LZ1063.and adjusted by the National Geodetic Survey in June 1991..
 LZ1063
 LZ1063.The geoid height was determined by GEOID03.
 LZ1063
 LZ1063.The dynamic height is computed by dividing the NAVD 88
 LZ1063.geopotential number by the normal gravity value computed on the
 LZ1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1063.degrees latitude (g = 980.6199 gals.).
 LZ1063
 LZ1063.The modeled gravity was interpolated from observed gravity values.
 LZ1063
 LZ1063;                    North         East    Units  Estimated Accuracy
 LZ1063;SPC PA N     -   117,100.      636,200.      MT  (+/- 180 meters Scaled)
 LZ1063
 LZ1063                          SUPERSEDED SURVEY CONTROL
 LZ1063
 LZ1063  NGVD 29 (??/??/92)  170.615  (m)          559.76   (f) ADJ UNCH    2 0
 LZ1063
 LZ1063.Superseded values are not recommended for survey control.
 LZ1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1063.See file dsdata.txt to determine how the superseded data were derived.
 LZ1063
 LZ1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL056658(NAD 83)
 LZ1063_MARKER: DB = BENCH MARK DISK
 LZ1063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1063_SP_SET: BRIDGE SEAT
 LZ1063_STAMPING: C 17 1934
 LZ1063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1063
 LZ1063  HISTORY     - Date     Condition        Report By
 LZ1063  HISTORY     - 1934     MONUMENTED       CGS
 LZ1063  HISTORY     - 1961     MARK NOT FOUND   NGS
 LZ1063  HISTORY     - 1982     GOOD             LOCSUR
 LZ1063  HISTORY     - 20060922 GOOD             GEOCAC
 LZ1063
 LZ1063                          STATION DESCRIPTION
 LZ1063
 LZ1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1063'2 MI N FROM JERSEY SHORE.
 LZ1063'ABOUT 2.0 MILES NORTH ALONG U.S. HIGHWAY 220 AND STATE HIGHWAY
 LZ1063'44 FROM THE CROSSING OF U.S. HIGHWAY 220 AND THE NEW YORK CENTRAL
 LZ1063'RAILROAD AT JERSEY SHORE, LYCOMING COUNTY, AT HIGHWAY STATION
 LZ1063'110+89, AT A GRADE CROSSING OF THE NEW YORK CENTRAL RAILROAD, AT
 LZ1063'A RAILROAD BRIDGE, AND IN THE TOP OF THE WEST END OF THE NORTH
 LZ1063'BRIDGE SEAT.  A STANDARD DISK, STAMPED C 17 1934.
 LZ1063
 LZ1063                          STATION RECOVERY (1961)
 LZ1063
 LZ1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LZ1063'MARK NOT FOUND.
 LZ1063
 LZ1063                          STATION RECOVERY (1982)
 LZ1063
 LZ1063'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 LZ1063'DESC. SHOULD READ--'AND IN THE TOP OF THE WEST END OF THE SOUTH
 LZ1063'BRIDGE SEAT, NOT THE NORTH BRIDGE SEAT.
 LZ1063
 LZ1063                          STATION RECOVERY (2006)
 LZ1063
 LZ1063'RECOVERY NOTE BY GEOCACHING 2006 (KAG)
 LZ1063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1284 ***********************************************************************
 KW1284  DESIGNATION -  C 170
 KW1284  PID         -  KW1284
 KW1284  STATE/COUNTY-  PA/LANCASTER
 KW1284  USGS QUAD   -  COLUMBIA WEST (1990)
 KW1284
 KW1284                         *CURRENT SURVEY CONTROL
 KW1284  ___________________________________________________________________
 KW1284* NAD 83(1986)-  40 06 48.     (N)    076 31 27.     (W)     SCALED    
 KW1284* NAVD 88     -       119.011  (meters)     390.46   (feet)  ADJUSTED  
 KW1284  ___________________________________________________________________
 KW1284  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 KW1284  DYNAMIC HT  -         118.949 (meters)     390.25  (feet)  COMP
 KW1284  MODELED GRAV-     980,104.6   (mgal)                       NAVD 88
 KW1284
 KW1284  VERT ORDER  -  SECOND    CLASS 0
 KW1284
 KW1284.The horizontal coordinates were scaled from a topographic map and have
 KW1284.an estimated accuracy of +/- 6 seconds.
 KW1284
 KW1284.The orthometric height was determined by differential leveling
 KW1284.and adjusted by the National Geodetic Survey in June 1991..
 KW1284
 KW1284.The geoid height was determined by GEOID03.
 KW1284
 KW1284.The dynamic height is computed by dividing the NAVD 88
 KW1284.geopotential number by the normal gravity value computed on the
 KW1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1284.degrees latitude (g = 980.6199 gals.).
 KW1284
 KW1284.The modeled gravity was interpolated from observed gravity values.
 KW1284
 KW1284;                    North         East    Units  Estimated Accuracy
 KW1284;SPC PA S     -    87,330.      704,500.      MT  (+/- 180 meters Scaled)
 KW1284
 KW1284                          SUPERSEDED SURVEY CONTROL
 KW1284
 KW1284  NGVD 29 (??/??/??)  119.246  (m)          391.23   (f) ADJUSTED    2 0
 KW1284
 KW1284.Superseded values are not recommended for survey control.
 KW1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1284.See file dsdata.txt to determine how the superseded data were derived.
 KW1284
 KW1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK701414(NAD 83)
 KW1284_MARKER: DB = BENCH MARK DISK
 KW1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1284_STAMPING: C 170 1942
 KW1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1284+STABILITY: SURFACE MOTION
 KW1284_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1284+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2004
 KW1284
 KW1284  HISTORY     - Date     Condition        Report By
 KW1284  HISTORY     - 1942     MONUMENTED       CGS
 KW1284  HISTORY     - 20040620 GOOD             GEOCAC
 KW1284
 KW1284                          STATION DESCRIPTION
 KW1284
 KW1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1284'AT FLORIN.
 KW1284'AT FLORIN, 9.5 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 7.5
 KW1284'FEET WEST OF THE SOUTHWEST CORNER OF THE PENN. RAILROAD STATION,
 KW1284'A STANDARD DISK SET IN THE CONCRETE BASE OF A STEEL TROLLEY POLE.
 KW1284
 KW1284                          STATION RECOVERY (2004)
 KW1284
 KW1284'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1284'STATION WAS REMOVED--A LUMBER YARD IS ON THAT SITE NOW. TROLLEY POLE
 KW1284'IS THE SECOND ONE WEST FROM S. MARKET AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0686 ***********************************************************************
 KW0686  DESIGNATION -  C 171
 KW0686  PID         -  KW0686
 KW0686  STATE/COUNTY-  PA/LEBANON
 KW0686  USGS QUAD   -  LEBANON (1995)
 KW0686
 KW0686                         *CURRENT SURVEY CONTROL
 KW0686  ___________________________________________________________________
 KW0686* NAD 83(1986)-  40 15 21.     (N)    076 22 30.     (W)     SCALED    
 KW0686* NAVD 88     -       267.297  (meters)     876.96   (feet)  ADJUSTED  
 KW0686  ___________________________________________________________________
 KW0686  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 KW0686  DYNAMIC HT  -         267.153 (meters)     876.48  (feet)  COMP
 KW0686  MODELED GRAV-     980,079.3   (mgal)                       NAVD 88
 KW0686
 KW0686  VERT ORDER  -  SECOND    CLASS 0
 KW0686
 KW0686.The horizontal coordinates were scaled from a topographic map and have
 KW0686.an estimated accuracy of +/- 6 seconds.
 KW0686
 KW0686.The orthometric height was determined by differential leveling
 KW0686.and adjusted by the National Geodetic Survey in June 1991..
 KW0686
 KW0686.The geoid height was determined by GEOID03.
 KW0686
 KW0686.The dynamic height is computed by dividing the NAVD 88
 KW0686.geopotential number by the normal gravity value computed on the
 KW0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0686.degrees latitude (g = 980.6199 gals.).
 KW0686
 KW0686.The modeled gravity was interpolated from observed gravity values.
 KW0686
 KW0686;                    North         East    Units  Estimated Accuracy
 KW0686;SPC PA S     -   103,340.      716,970.      MT  (+/- 180 meters Scaled)
 KW0686
 KW0686                          SUPERSEDED SURVEY CONTROL
 KW0686
 KW0686  NGVD 29 (??/??/??)  267.509  (m)          877.65   (f) ADJUSTED    2 0
 KW0686
 KW0686.Superseded values are not recommended for survey control.
 KW0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0686.See file dsdata.txt to determine how the superseded data were derived.
 KW0686
 KW0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK830570(NAD 83)
 KW0686_MARKER: DB = BENCH MARK DISK
 KW0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0686_STAMPING: C 171 1942
 KW0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0686+STABILITY: SURFACE MOTION
 KW0686
 KW0686  HISTORY     - Date     Condition        Report By
 KW0686  HISTORY     - 1942     MONUMENTED       CGS
 KW0686  HISTORY     - 1954     GOOD             USGS
 KW0686
 KW0686                          STATION DESCRIPTION
 KW0686
 KW0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0686'3.1 MI SE FROM CORNWALL.
 KW0686'ABOUT 3.1 MILES SOUTHEAST ALONG HIGHWAY NO. U.S. 322 FROM THE
 KW0686'CORNWALL RAILROAD STATION, 23.5 FEET NORTHEAST OF THE CENTER
 KW0686'LINE OF HIGHWAY NO. U.S. 322, 17 FEET NORTHWEST OF A 16-INCH
 KW0686'MAPLE TREE WITH A TRIANGLE BLAZE, 5 FEET EAST OF A 15-INCH
 KW0686'ELM TREE WITH A TRIANGLE BLAZE, 2.0 FEET SOUTHWEST OF A WHITE
 KW0686'POST STENCILED U.S.B.M.   A STANDARD DISK SET IN A CONCRETE POST.
 KW0686
 KW0686                          STATION RECOVERY (1954)
 KW0686
 KW0686'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 KW0686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0716 ***********************************************************************
 KW0716  DESIGNATION -  C 172
 KW0716  PID         -  KW0716
 KW0716  STATE/COUNTY-  PA/LANCASTER
 KW0716  USGS QUAD   -  WOMELSDORF (1984)
 KW0716
 KW0716                         *CURRENT SURVEY CONTROL
 KW0716  ___________________________________________________________________
 KW0716* NAD 83(1986)-  40 16 58.     (N)    076 11 15.     (W)     SCALED    
 KW0716* NAVD 88     -       154.217  (meters)     505.96   (feet)  ADJUSTED  
 KW0716  ___________________________________________________________________
 KW0716  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 KW0716  DYNAMIC HT  -         154.134 (meters)     505.69  (feet)  COMP
 KW0716  MODELED GRAV-     980,086.2   (mgal)                       NAVD 88
 KW0716
 KW0716  VERT ORDER  -  SECOND    CLASS 0
 KW0716
 KW0716.The horizontal coordinates were scaled from a topographic map and have
 KW0716.an estimated accuracy of +/- 6 seconds.
 KW0716
 KW0716.The orthometric height was determined by differential leveling
 KW0716.and adjusted by the National Geodetic Survey in June 1991..
 KW0716
 KW0716.The geoid height was determined by GEOID03.
 KW0716
 KW0716.The dynamic height is computed by dividing the NAVD 88
 KW0716.geopotential number by the normal gravity value computed on the
 KW0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0716.degrees latitude (g = 980.6199 gals.).
 KW0716
 KW0716.The modeled gravity was interpolated from observed gravity values.
 KW0716
 KW0716;                    North         East    Units  Estimated Accuracy
 KW0716;SPC PA S     -   106,600.      732,860.      MT  (+/- 180 meters Scaled)
 KW0716
 KW0716                          SUPERSEDED SURVEY CONTROL
 KW0716
 KW0716  NGVD 29 (??/??/??)  154.448  (m)          506.72   (f) ADJUSTED    2 0
 KW0716
 KW0716.Superseded values are not recommended for survey control.
 KW0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0716.See file dsdata.txt to determine how the superseded data were derived.
 KW0716
 KW0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK990598(NAD 83)
 KW0716_MARKER: DB = BENCH MARK DISK
 KW0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0716_STAMPING: C 172 1942
 KW0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0716+STABILITY: SURFACE MOTION
 KW0716
 KW0716  HISTORY     - Date     Condition        Report By
 KW0716  HISTORY     - 1942     MONUMENTED       CGS
 KW0716  HISTORY     - 20000718 MARK NOT FOUND   PADT
 KW0716  HISTORY     - 20060409 MARK NOT FOUND   GEOCAC
 KW0716
 KW0716                          STATION DESCRIPTION
 KW0716
 KW0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0716'3.5 MI SE FROM KLEINFELTERSVILLE.
 KW0716'ABOUT 3.5 MILES SOUTHEAST ALONG HIGHWAY NO. 897 FROM THE POST
 KW0716'OFFICE AT KLEINFELTERSVILLE, ABOUT 175 FEET SOUTH OF THE COCALICO
 KW0716'SCHOOL, 84 FEET NORTH OF THE NORTHWEST CORNER OF THE H.G.
 KW0716'SHIMP COUNTRY STORE, 50 FEET WEST OF THE CENTER LINE OF THE
 KW0716'HIGHWAY, AT A CURVE, 1.0 FEET EAST OF A WHITE POST STENCILED
 KW0716'U.S.B.M.   A STANDARD DISK SET IN A CONCRETE POST.
 KW0716
 KW0716                          STATION RECOVERY (2000)
 KW0716
 KW0716'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (AJH)
 KW0716'WITNESS POST NOT FOUND.
 KW0716
 KW0716                          STATION RECOVERY (2006)
 KW0716
 KW0716'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0716'HG SHIMP STORE IS GONE. THERE IS A HOUSE NORTH OF THE STORE LOCATION
 KW0716'WHERE THE MARK WOULD BE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0169 ***********************************************************************
 KW0169  DESIGNATION -  C 173
 KW0169  PID         -  KW0169
 KW0169  STATE/COUNTY-  PA/BERKS
 KW0169  USGS QUAD   -  SWATARA HILL (1983)
 KW0169
 KW0169                         *CURRENT SURVEY CONTROL
 KW0169  ___________________________________________________________________
 KW0169* NAD 83(1986)-  40 30 44.     (N)    076 19 27.     (W)     SCALED    
 KW0169* NAVD 88     -       326.156  (meters)    1070.06   (feet)  ADJUSTED  
 KW0169  ___________________________________________________________________
 KW0169  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 KW0169  DYNAMIC HT  -         325.987 (meters)    1069.51  (feet)  COMP
 KW0169  MODELED GRAV-     980,095.4   (mgal)                       NAVD 88
 KW0169
 KW0169  VERT ORDER  -  SECOND    CLASS 0
 KW0169
 KW0169.The horizontal coordinates were scaled from a topographic map and have
 KW0169.an estimated accuracy of +/- 6 seconds.
 KW0169
 KW0169.The orthometric height was determined by differential leveling
 KW0169.and adjusted by the National Geodetic Survey in June 1991..
 KW0169
 KW0169.The geoid height was determined by GEOID03.
 KW0169
 KW0169.The dynamic height is computed by dividing the NAVD 88
 KW0169.geopotential number by the normal gravity value computed on the
 KW0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0169.degrees latitude (g = 980.6199 gals.).
 KW0169
 KW0169.The modeled gravity was interpolated from observed gravity values.
 KW0169
 KW0169;                    North         East    Units  Estimated Accuracy
 KW0169;SPC PA S     -   131,870.      720,830.      MT  (+/- 180 meters Scaled)
 KW0169
 KW0169                          SUPERSEDED SURVEY CONTROL
 KW0169
 KW0169  NGVD 29 (??/??/??)  326.359  (m)         1070.73   (f) ADJUSTED    2 0
 KW0169
 KW0169.Superseded values are not recommended for survey control.
 KW0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0169.See file dsdata.txt to determine how the superseded data were derived.
 KW0169
 KW0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK878854(NAD 83)
 KW0169_MARKER: DB = BENCH MARK DISK
 KW0169_SETTING: 66 = SET IN ROCK OUTCROP
 KW0169_SP_SET: ROCK OUTCROP
 KW0169_STAMPING: C 173 1942
 KW0169_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW0169+STABILITY: POSITION/ELEVATION WELL
 KW0169_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0169+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2006
 KW0169
 KW0169  HISTORY     - Date     Condition        Report By
 KW0169  HISTORY     - 1942     MONUMENTED       CGS
 KW0169  HISTORY     - 1954     MARK NOT FOUND   CGS
 KW0169  HISTORY     - 20060121 GOOD             GEOCAC
 KW0169
 KW0169                          STATION DESCRIPTION
 KW0169
 KW0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KW0169'3.6 MI NW FROM BETHEL.
 KW0169'1.9 MILES NORTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 KW0169'BETHEL, THENCE 1.7 MILES NORTHWEST ALONG A NEW GRAVEL ROAD, 61
 KW0169'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, BY A ROCK GULLY, 34
 KW0169'FEET EAST OF A 12-INCH TRIANGLE-BLAZED BIRCH TREE WHICH STANDS
 KW0169'IN THE CENTER OF THE ROCK GULLY, AND 19 FEET NORTH OF A 12-INCH
 KW0169'TRIANGLE-BLAZED OAK TREE.  A STANDARD DISK, SET IN THE TOP OF A
 KW0169'ROCK OUTCROP, AND ABOUT 10 FEET ABOVE THE ROAD ELEVATION.
 KW0169
 KW0169                          STATION RECOVERY (2006)
 KW0169
 KW0169'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0169'3.2 MILES NORTH ALONG RT 501 FROM I-78, 61 FEET NORTH OF THE
 KW0169'CENTERLINE OF THE HIGHWAY, 26 FEET 8 INCHES SOUTH OF A TREE WITH
 KW0169'DOUBLE TRUNKS 12 INCH DIAMETER EACH, 24 FEET WNW OF A 24 INCH DIAMETER
 KW0169'TREE, 15 FEET 8 INCHES NNE OF THE CENTER OF A TREE WITH FOUR 6 INCH
 KW0169'TRUNKS, SET IN THE CENTER OF A 2 FOOT BY 5.5 FOOT BOULDER THAT
 KW0169'PROJECTS 18 INCHES.  BOULDER IS ORIENTED NORTH-SOUTH.
 KW0169'N 40 30 43.4 W 076 19 26.0
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2287 ***********************************************************************
 KV2287  DESIGNATION -  C 174
 KV2287  PID         -  KV2287
 KV2287  STATE/COUNTY-  PA/BERKS
 KV2287  USGS QUAD   -  READING (1983)
 KV2287
 KV2287                         *CURRENT SURVEY CONTROL
 KV2287  ___________________________________________________________________
 KV2287* NAD 83(1986)-  40 22 27.     (N)    075 56 16.     (W)     SCALED    
 KV2287* NAVD 88     -        72.012  (meters)     236.26   (feet)  ADJUSTED  
 KV2287  ___________________________________________________________________
 KV2287  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 KV2287  DYNAMIC HT  -          71.975 (meters)     236.14  (feet)  COMP
 KV2287  MODELED GRAV-     980,111.8   (mgal)                       NAVD 88
 KV2287
 KV2287  VERT ORDER  -  SECOND    CLASS 0
 KV2287
 KV2287.The horizontal coordinates were scaled from a topographic map and have
 KV2287.an estimated accuracy of +/- 6 seconds.
 KV2287
 KV2287.The orthometric height was determined by differential leveling
 KV2287.and adjusted by the National Geodetic Survey in June 1991..
 KV2287
 KV2287.The geoid height was determined by GEOID03.
 KV2287
 KV2287.The dynamic height is computed by dividing the NAVD 88
 KV2287.geopotential number by the normal gravity value computed on the
 KV2287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2287.degrees latitude (g = 980.6199 gals.).
 KV2287
 KV2287.The modeled gravity was interpolated from observed gravity values.
 KV2287
 KV2287;                    North         East    Units  Estimated Accuracy
 KV2287;SPC PA S     -   117,150.      753,890.      MT  (+/- 180 meters Scaled)
 KV2287
 KV2287                          SUPERSEDED SURVEY CONTROL
 KV2287
 KV2287  NGVD 29 (??/??/??)   72.249  (m)          237.04   (f) ADJUSTED    2 0
 KV2287
 KV2287.Superseded values are not recommended for survey control.
 KV2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2287.See file dsdata.txt to determine how the superseded data were derived.
 KV2287
 KV2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK203697(NAD 83)
 KV2287_MARKER: DB = BENCH MARK DISK
 KV2287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2287_STAMPING: C 174 1942
 KV2287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2287+STABILITY: SURFACE MOTION
 KV2287
 KV2287  HISTORY     - Date     Condition        Report By
 KV2287  HISTORY     - 1942     MONUMENTED       CGS
 KV2287  HISTORY     - 1956     MARK NOT FOUND   CGS
 KV2287  HISTORY     - 20011220 MARK NOT FOUND   USPSQD
 KV2287  HISTORY     - 20041217 MARK NOT FOUND   USPSQD
 KV2287
 KV2287                          STATION DESCRIPTION
 KV2287
 KV2287'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV2287'1.4 MI W FROM MUHLENBURG STATION.
 KV2287'1.4 MILES WEST ALONG A PAVED ROAD FROM THE INTERSECTION OF U.S.
 KV2287'HIGHWAY NO. 122 AND A PAVED ROAD LEADING WEST AT MUHLENBURG
 KV2287'STATION WHICH IS 3 MILES NORTH OF READING, AT A SHARP TURN IN
 KV2287'THE PAVED ROAD, AT A YELLOW 2-STORY FARMHOUSE, 77 FEET NORTH OF
 KV2287'THE CENTERLINE OF A DIRT ROAD LEADING WEST, 42 FEET WEST OF THE
 KV2287'CENTERLINE OF THE PAVED ROAD, 41 FEET EAST OF THE SOUTHEAST
 KV2287'CORNER OF THE HOUSE, 6 FEET EAST OF THE EAST END OF A ROCK
 KV2287'WALL, AND 1 FOOT EAST OF A STANDARD REFERENCE POST.  A STANDARD
 KV2287'DISK, SET IN THE TOP OF A CONCRETE POST.  NOTE-- PAVED ROAD HAS
 KV2287'BEEN RELOCATED AND FARMHOUSES TORN DOWN DUE TO ENLARGEMENT OF
 KV2287'READING AIRPORT.
 KV2287
 KV2287                          STATION RECOVERY (2001)
 KV2287
 KV2287'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV2287'DELETE REF TO RELOCATE FARMHOUSE AND READING AIRPORT.  AIRPORT IS A
 KV2287'MILE AWAY AND ACROSS A RIVER.
 KV2287
 KV2287                          STATION RECOVERY (2004)
 KV2287
 KV2287'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEQ)
 KV2287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1108 ***********************************************************************
 KW1108  DESIGNATION -  C 175 PADH
 KW1108  PID         -  KW1108
 KW1108  STATE/COUNTY-  PA/DAUPHIN
 KW1108  USGS QUAD   -  HARRISBURG WEST (1987)
 KW1108
 KW1108                         *CURRENT SURVEY CONTROL
 KW1108  ___________________________________________________________________
 KW1108* NAD 83(1986)-  40 21 30.     (N)    076 53 09.     (W)     SCALED    
 KW1108* NAVD 88     -       119.588  (meters)     392.35   (feet)  ADJUSTED  
 KW1108  ___________________________________________________________________
 KW1108  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 KW1108  DYNAMIC HT  -         119.529 (meters)     392.15  (feet)  COMP
 KW1108  MODELED GRAV-     980,130.6   (mgal)                       NAVD 88
 KW1108
 KW1108  VERT ORDER  -  SECOND    CLASS 0
 KW1108
 KW1108.The horizontal coordinates were scaled from a topographic map and have
 KW1108.an estimated accuracy of +/- 6 seconds.
 KW1108
 KW1108.The orthometric height was determined by differential leveling
 KW1108.and adjusted by the National Geodetic Survey in June 1991..
 KW1108
 KW1108.The geoid height was determined by GEOID03.
 KW1108
 KW1108.The dynamic height is computed by dividing the NAVD 88
 KW1108.geopotential number by the normal gravity value computed on the
 KW1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1108.degrees latitude (g = 980.6199 gals.).
 KW1108
 KW1108.The modeled gravity was interpolated from observed gravity values.
 KW1108
 KW1108;                    North         East    Units  Estimated Accuracy
 KW1108;SPC PA S     -   114,170.      673,400.      MT  (+/- 180 meters Scaled)
 KW1108
 KW1108                          SUPERSEDED SURVEY CONTROL
 KW1108
 KW1108  NGVD 29 (??/??/??)  119.809  (m)          393.07   (f) ADJUSTED    2 0
 KW1108
 KW1108.Superseded values are not recommended for survey control.
 KW1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1108.See file dsdata.txt to determine how the superseded data were derived.
 KW1108
 KW1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK398692(NAD 83)
 KW1108_MARKER: DD = SURVEY DISK
 KW1108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1108_SP_SET: BRIDGE
 KW1108_STAMPING: C-175 1942
 KW1108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1108
 KW1108  HISTORY     - Date     Condition        Report By
 KW1108  HISTORY     - 1942     MONUMENTED       PADH
 KW1108  HISTORY     - 1956     MARK NOT FOUND   CGS
 KW1108  HISTORY     - 20010108 MARK NOT FOUND   PADT
 KW1108
 KW1108                          STATION DESCRIPTION
 KW1108
 KW1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KW1108'3.1 MI E FROM DAUPHIN.
 KW1108'1.6 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1108'STATION AT DAUPHIN, THENCE 1.5 MILES NORTHEAST ALONG STATE
 KW1108'HIGHWAY 443, SET IN THE SOUTHEAST CORNER OF THE SOUTHWEST
 KW1108'ABUTMENT OF A LARGE CONCRETE BRIDGE, 14.2 FEET SOUTH OF THE
 KW1108'CENTERLINE OF THE HIGHWAY.  A STANDARD PENNSYLVANIA DEPARTMENT
 KW1108'OF HIGHWAYS DISK.  STAMPED BY C AND G S.
 KW1108
 KW1108                          STATION RECOVERY (2001)
 KW1108
 KW1108'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (SMM)
 KW1108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1160 ***********************************************************************
 KW1160  DESIGNATION -  C 176 PADH
 KW1160  PID         -  KW1160
 KW1160  STATE/COUNTY-  PA/DAUPHIN
 KW1160  USGS QUAD   -  HERSHEY (1990)
 KW1160
 KW1160                         *CURRENT SURVEY CONTROL
 KW1160  ___________________________________________________________________
 KW1160* NAD 83(1986)-  40 21 17.     (N)    076 42 38.     (W)     SCALED    
 KW1160* NAVD 88     -       123.256  (meters)     404.38   (feet)  ADJUSTED  
 KW1160  ___________________________________________________________________
 KW1160  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 KW1160  DYNAMIC HT  -         123.193 (meters)     404.18  (feet)  COMP
 KW1160  MODELED GRAV-     980,116.4   (mgal)                       NAVD 88
 KW1160
 KW1160  VERT ORDER  -  SECOND    CLASS 0
 KW1160
 KW1160.The horizontal coordinates were scaled from a topographic map and have
 KW1160.an estimated accuracy of +/- 6 seconds.
 KW1160
 KW1160.The orthometric height was determined by differential leveling
 KW1160.and adjusted by the National Geodetic Survey in June 1991..
 KW1160
 KW1160.The geoid height was determined by GEOID03.
 KW1160
 KW1160.The dynamic height is computed by dividing the NAVD 88
 KW1160.geopotential number by the normal gravity value computed on the
 KW1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1160.degrees latitude (g = 980.6199 gals.).
 KW1160
 KW1160.The modeled gravity was interpolated from observed gravity values.
 KW1160
 KW1160;                    North         East    Units  Estimated Accuracy
 KW1160;SPC PA S     -   113,930.      688,300.      MT  (+/- 180 meters Scaled)
 KW1160
 KW1160                          SUPERSEDED SURVEY CONTROL
 KW1160
 KW1160  NGVD 29 (??/??/??)  123.470  (m)          405.08   (f) ADJUSTED    2 0
 KW1160
 KW1160.Superseded values are not recommended for survey control.
 KW1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1160.See file dsdata.txt to determine how the superseded data were derived.
 KW1160
 KW1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK547685(NAD 83)
 KW1160_MARKER: DD = SURVEY DISK
 KW1160_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1160_SP_SET: BRIDGE
 KW1160_STAMPING: C 176 1942
 KW1160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1160
 KW1160  HISTORY     - Date     Condition        Report By
 KW1160  HISTORY     - 1942     MONUMENTED       PADH
 KW1160  HISTORY     - 1960     GOOD             CGS
 KW1160  HISTORY     - 19950618 GOOD             USPSQD
 KW1160  HISTORY     - 19970412 GOOD             USPSQD
 KW1160
 KW1160                          STATION DESCRIPTION
 KW1160
 KW1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1160'3.2 MI S FROM MANADA GAP.
 KW1160'3.0 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE JUNCTION OF
 KW1160'STATE HIGHWAY 443 AT MANADA GAP, THENCE 0.2 MILE WEST ALONG A
 KW1160'PAVED HIGHWAY (OLD U.S. HIGHWAY 22) ON TOP OF THE SOUTH END
 KW1160'OF THE WEST CONCRETE ABUTMENT OF A LARGE CONCRETE BRIDGE OVER
 KW1160'WALNUT RUN, 25 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND
 KW1160'ABOUT 1 FOOT BELOW THE HIGHWAY SURFACE.
 KW1160
 KW1160                          STATION RECOVERY (1995)
 KW1160
 KW1160'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW1160'RECOVERED IN GOOD CONDITION.
 KW1160
 KW1160                          STATION RECOVERY (1997)
 KW1160
 KW1160'RECOVERY NOTE BY US POWER SQUADRON 1997
 KW1160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1489 ***********************************************************************
 KW1489  DESIGNATION -  C 177
 KW1489  PID         -  KW1489
 KW1489  STATE/COUNTY-  PA/DAUPHIN
 KW1489  USGS QUAD   -  TOWER CITY (1974)
 KW1489
 KW1489                         *CURRENT SURVEY CONTROL
 KW1489  ___________________________________________________________________
 KW1489* NAD 83(1986)-  40 33 59.     (N)    076 33 13.     (W)     SCALED    
 KW1489* NAVD 88     -       244.083  (meters)     800.80   (feet)  ADJUSTED  
 KW1489  ___________________________________________________________________
 KW1489  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KW1489  DYNAMIC HT  -         243.961 (meters)     800.40  (feet)  COMP
 KW1489  MODELED GRAV-     980,119.5   (mgal)                       NAVD 88
 KW1489
 KW1489  VERT ORDER  -  SECOND    CLASS 0
 KW1489
 KW1489.The horizontal coordinates were scaled from a topographic map and have
 KW1489.an estimated accuracy of +/- 6 seconds.
 KW1489
 KW1489.The orthometric height was determined by differential leveling
 KW1489.and adjusted by the National Geodetic Survey in June 1991..
 KW1489
 KW1489.The geoid height was determined by GEOID03.
 KW1489
 KW1489.The dynamic height is computed by dividing the NAVD 88
 KW1489.geopotential number by the normal gravity value computed on the
 KW1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1489.degrees latitude (g = 980.6199 gals.).
 KW1489
 KW1489.The modeled gravity was interpolated from observed gravity values.
 KW1489
 KW1489;                    North         East    Units  Estimated Accuracy
 KW1489;SPC PA S     -   137,600.      701,310.      MT  (+/- 180 meters Scaled)
 KW1489
 KW1489                          SUPERSEDED SURVEY CONTROL
 KW1489
 KW1489  NGVD 29 (??/??/??)  244.314  (m)          801.55   (f) ADJUSTED    2 0
 KW1489
 KW1489.Superseded values are not recommended for survey control.
 KW1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1489.See file dsdata.txt to determine how the superseded data were derived.
 KW1489
 KW1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK684917(NAD 83)
 KW1489_MARKER: DB = BENCH MARK DISK
 KW1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1489_STAMPING: C 177 1942
 KW1489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1489+STABILITY: SURFACE MOTION
 KW1489
 KW1489  HISTORY     - Date     Condition        Report By
 KW1489  HISTORY     - 1942     MONUMENTED       CGS
 KW1489
 KW1489                          STATION DESCRIPTION
 KW1489
 KW1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1489'2.1 MI S FROM TOWER CITY.
 KW1489'2.1 MILES SOUTH ALONG THE COUNTY ROAD FROM THE STATION AT
 KW1489'TOWER CITY, 0.1 MILE NORTHEAST OF A 2-STORY FARM HOUSE ON THE
 KW1489'NORTHWEST SIDE OF THE ROAD, 92 FEET NORTHWEST OF THE SCHUYLKILL AND
 KW1489'DAUPHIN COUNTIES SIGN POST, 78 FEET NORTHWEST OF THE CENTERLINE
 KW1489'OF THE ROAD, 9 FEET SOUTHWEST OF THE CENTERLINE OF THE SIDE
 KW1489'ROAD LEADING NORTHWEST ALONG THE EDGE OF THE FIELD, 5 FEET SOUTH
 KW1489'OF THE TELEPHONE POLE.  A STANDARD DISK SET IN TOP OF A CONCRETE
 KW1489'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1100 ***********************************************************************
 KW1100  DESIGNATION -  C 178
 KW1100  PID         -  KW1100
 KW1100  STATE/COUNTY-  PA/DAUPHIN
 KW1100  USGS QUAD   -  GRANTVILLE (1975)
 KW1100
 KW1100                         *CURRENT SURVEY CONTROL
 KW1100  ___________________________________________________________________
 KW1100* NAD 83(1986)-  40 28 04.     (N)    076 44 27.     (W)     SCALED    
 KW1100* NAVD 88     -       215.791  (meters)     707.97   (feet)  ADJUSTED  
 KW1100  ___________________________________________________________________
 KW1100  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KW1100  DYNAMIC HT  -         215.683 (meters)     707.62  (feet)  COMP
 KW1100  MODELED GRAV-     980,118.5   (mgal)                       NAVD 88
 KW1100
 KW1100  VERT ORDER  -  SECOND    CLASS 0
 KW1100
 KW1100.The horizontal coordinates were scaled from a topographic map and have
 KW1100.an estimated accuracy of +/- 6 seconds.
 KW1100
 KW1100.The orthometric height was determined by differential leveling
 KW1100.and adjusted by the National Geodetic Survey in June 1991..
 KW1100
 KW1100.The geoid height was determined by GEOID03.
 KW1100
 KW1100.The dynamic height is computed by dividing the NAVD 88
 KW1100.geopotential number by the normal gravity value computed on the
 KW1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1100.degrees latitude (g = 980.6199 gals.).
 KW1100
 KW1100.The modeled gravity was interpolated from observed gravity values.
 KW1100
 KW1100;                    North         East    Units  Estimated Accuracy
 KW1100;SPC PA S     -   126,450.      685,580.      MT  (+/- 180 meters Scaled)
 KW1100
 KW1100                          SUPERSEDED SURVEY CONTROL
 KW1100
 KW1100  NGVD 29 (??/??/??)  216.027  (m)          708.75   (f) ADJUSTED    2 0
 KW1100
 KW1100.Superseded values are not recommended for survey control.
 KW1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1100.See file dsdata.txt to determine how the superseded data were derived.
 KW1100
 KW1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK524811(NAD 83)
 KW1100_MARKER: DB = BENCH MARK DISK
 KW1100_SETTING: 80 = SET IN A BOULDER
 KW1100_SP_SET: BOULDER
 KW1100_STAMPING: C 178 1942
 KW1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1100+STABILITY: SURFACE MOTION
 KW1100_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1100+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2004
 KW1100
 KW1100  HISTORY     - Date     Condition        Report By
 KW1100  HISTORY     - 1942     MONUMENTED       CGS
 KW1100  HISTORY     - 1968     MARK NOT FOUND   CGS
 KW1100  HISTORY     - 19950515 GOOD             USPSQD
 KW1100  HISTORY     - 20040915 GOOD             GEOCAC
 KW1100
 KW1100                          STATION DESCRIPTION
 KW1100
 KW1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1100'14.6 MI NE FROM DAUPHIN.
 KW1100'2.0 MILES NORTH ALONG STATE HIGHWAY 225 FROM THE STATION AT
 KW1100'DAUPHIN, THENCE 12.6 MILES NORTHEAST ALONG THE COUNTY ROAD, SET
 KW1100'IN TOP OF A LARGE ROCK BOULDER BETWEEN THE ROAD AND THE LAKE,
 KW1100'AT THE INTERSECTION OF THE MAIN ROAD AND A SIDE ROAD LEADING
 KW1100'NORTHEAST INTO THE MOUNTAINS, 32.5 FEET SOUTH OF THE CENTERLINE
 KW1100'OF THE ROAD, 11 FEET NORTHEAST OF A 12-INCH OAK TREE WITH A
 KW1100'TRIANGULAR BLAZE ON THE NORTH SIDE OF TREE.  A STANDARD DISK
 KW1100
 KW1100                          STATION RECOVERY (1968)
 KW1100
 KW1100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 KW1100'MARK NOT FOUND.
 KW1100
 KW1100                          STATION RECOVERY (1995)
 KW1100
 KW1100'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW1100'RECOVERED IN GOOD CONDITION.
 KW1100
 KW1100                          STATION RECOVERY (2004)
 KW1100
 KW1100'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1100'STATE HIGHWAY 225 IS NOW 325. THERE IS NO LONGER A SIDE ROAD LEADING
 KW1100'NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2589 ***********************************************************************
 KV2589  DESIGNATION -  C 179
 KV2589  PID         -  KV2589
 KV2589  STATE/COUNTY-  PA/BERKS
 KV2589  USGS QUAD   -  KUTZTOWN (1974)
 KV2589
 KV2589                         *CURRENT SURVEY CONTROL
 KV2589  ___________________________________________________________________
 KV2589* NAD 83(1986)-  40 34 45.     (N)    075 46 35.     (W)     SCALED    
 KV2589* NAVD 88     -       247.139  (meters)     810.82   (feet)  ADJUSTED  
 KV2589  ___________________________________________________________________
 KV2589  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 KV2589  DYNAMIC HT  -         247.013 (meters)     810.41  (feet)  COMP
 KV2589  MODELED GRAV-     980,106.0   (mgal)                       NAVD 88
 KV2589
 KV2589  VERT ORDER  -  SECOND    CLASS 0
 KV2589
 KV2589.The horizontal coordinates were scaled from a topographic map and have
 KV2589.an estimated accuracy of +/- 6 seconds.
 KV2589
 KV2589.The orthometric height was determined by differential leveling
 KV2589.and adjusted by the National Geodetic Survey in June 1991..
 KV2589
 KV2589.The geoid height was determined by GEOID03.
 KV2589
 KV2589.The dynamic height is computed by dividing the NAVD 88
 KV2589.geopotential number by the normal gravity value computed on the
 KV2589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2589.degrees latitude (g = 980.6199 gals.).
 KV2589
 KV2589.The modeled gravity was interpolated from observed gravity values.
 KV2589
 KV2589;                    North         East    Units  Estimated Accuracy
 KV2589;SPC PA S     -   140,200.      767,080.      MT  (+/- 180 meters Scaled)
 KV2589
 KV2589                          SUPERSEDED SURVEY CONTROL
 KV2589
 KV2589  NGVD 29 (??/??/??)  247.344  (m)          811.49   (f) ADJUSTED    2 0
 KV2589
 KV2589.Superseded values are not recommended for survey control.
 KV2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2589.See file dsdata.txt to determine how the superseded data were derived.
 KV2589
 KV2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK342923(NAD 83)
 KV2589_MARKER: DB = BENCH MARK DISK
 KV2589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2589+STABILITY: SURFACE MOTION
 KV2589
 KV2589  HISTORY     - Date     Condition        Report By
 KV2589  HISTORY     - 1942     MONUMENTED       CGS
 KV2589  HISTORY     - 1942     GOOD             CGS
 KV2589  HISTORY     - 19991114 MARK NOT FOUND   USPSQD
 KV2589
 KV2589                          STATION DESCRIPTION
 KV2589
 KV2589'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2589'1.1 MI E FROM KRUMSVILLE.
 KV2589'1.1 MILES EAST ALONG U.S. HIGHWAY NO. 22 FROM THE HOTEL AT
 KV2589'KRUMSVILLE, SET AT THE INTERSECTION OF THE HIGHWAY AND A SHORT
 KV2589'SIDE ROAD LEADING NORTH AND INTERSECTING THE ROAD THAT PARALLELS
 KV2589'THE HIGHWAY, 45.4 FEET NORTH OF THE CENTER-LINE OF THE HIGHWAY,
 KV2589'14 FEET WEST OF THE CENTER-LINE OF THE SIDE ROAD, 3.7 FEET
 KV2589'SOUTHEAST OF THE NORTHEAST CORNER OF THE BILLBOARD FACING
 KV2589'EAST, ABOUT 0.1 MILE WEST OF AN ESSO SERVICE STATION NEAR THE
 KV2589'SUMMIT OF HILL.  A STANDARD DISK SET IN TOP OF CONCRETE POST.
 KV2589
 KV2589                          STATION RECOVERY (1999)
 KV2589
 KV2589'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV2589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1228 ***********************************************************************
 LZ1228  DESIGNATION -  C 18
 LZ1228  PID         -  LZ1228
 LZ1228  STATE/COUNTY-  PA/CLINTON
 LZ1228  USGS QUAD   -  FARRANDSVILLE (1973)
 LZ1228
 LZ1228                         *CURRENT SURVEY CONTROL
 LZ1228  ___________________________________________________________________
 LZ1228* NAD 83(1986)-  41 10 13.     (N)    077 30 58.     (W)     SCALED    
 LZ1228* NAVD 88     -       176.511  (meters)     579.10   (feet)  ADJUSTED  
 LZ1228  ___________________________________________________________________
 LZ1228  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 LZ1228  DYNAMIC HT  -         176.431 (meters)     578.84  (feet)  COMP
 LZ1228  MODELED GRAV-     980,165.6   (mgal)                       NAVD 88
 LZ1228
 LZ1228  VERT ORDER  -  SECOND    CLASS 0
 LZ1228
 LZ1228.The horizontal coordinates were scaled from a topographic map and have
 LZ1228.an estimated accuracy of +/- 6 seconds.
 LZ1228
 LZ1228.The orthometric height was determined by differential leveling
 LZ1228.and adjusted by the National Geodetic Survey in June 1991..
 LZ1228
 LZ1228.The geoid height was determined by GEOID03.
 LZ1228
 LZ1228.The dynamic height is computed by dividing the NAVD 88
 LZ1228.geopotential number by the normal gravity value computed on the
 LZ1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1228.degrees latitude (g = 980.6199 gals.).
 LZ1228
 LZ1228.The modeled gravity was interpolated from observed gravity values.
 LZ1228
 LZ1228;                    North         East    Units  Estimated Accuracy
 LZ1228;SPC PA N     -   111,480.      619,630.      MT  (+/- 180 meters Scaled)
 LZ1228
 LZ1228                          SUPERSEDED SURVEY CONTROL
 LZ1228
 LZ1228  NGVD 29 (??/??/92)  176.708  (m)          579.75   (f) ADJ UNCH    2 0
 LZ1228
 LZ1228.Superseded values are not recommended for survey control.
 LZ1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1228.See file dsdata.txt to determine how the superseded data were derived.
 LZ1228
 LZ1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL889607(NAD 83)
 LZ1228_MARKER: DB = BENCH MARK DISK
 LZ1228_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LZ1228_SP_SET: BRIDGE ABUTMENT
 LZ1228_STAMPING: C 18 1934
 LZ1228_MARK LOGO: CGS   
 LZ1228_MAGNETIC: N = NO MAGNETIC MATERIAL
 LZ1228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1228
 LZ1228  HISTORY     - Date     Condition        Report By
 LZ1228  HISTORY     - 1934     MONUMENTED       CGS
 LZ1228
 LZ1228                          STATION DESCRIPTION
 LZ1228
 LZ1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1228'ABOUT 4.5 MI (7.2 KM) WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LZ1228'STATE TEACHERS COLLEGE AT LOCK HAVEN, ABOUT 7 RAILS WEST OF THE
 LZ1228'STATION AT FARRANDSVILLE, AT MILEAGE 217.5, AT A BRIDGE, IN THE TOP
 LZ1228'OF THE SOUTH END OF THE EAST ABUTMENT, 8 FT (2.4 M) SOUTH OF THE
 LZ1228'EASTBOUND TRACK, AND ABOUT 1.5 FT (0.5 M) LOWER THAN THE TOP OF THE
 LZ1228'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1617 ***********************************************************************
 KV1617  DESIGNATION -  C 180
 KV1617  PID         -  KV1617
 KV1617  STATE/COUNTY-  PA/NORTHAMPTON
 KV1617  USGS QUAD   -  BANGOR (1994)
 KV1617
 KV1617                         *CURRENT SURVEY CONTROL
 KV1617  ___________________________________________________________________
 KV1617* NAD 83(1986)-  40 51 24.     (N)    075 09 16.     (W)     SCALED    
 KV1617* NAVD 88     -       160.235  (meters)     525.70   (feet)  ADJUSTED  
 KV1617  ___________________________________________________________________
 KV1617  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 KV1617  DYNAMIC HT  -         160.160 (meters)     525.46  (feet)  COMP
 KV1617  MODELED GRAV-     980,154.5   (mgal)                       NAVD 88
 KV1617
 KV1617  VERT ORDER  -  SECOND    CLASS 0
 KV1617
 KV1617.The horizontal coordinates were scaled from a topographic map and have
 KV1617.an estimated accuracy of +/- 6 seconds.
 KV1617
 KV1617.The orthometric height was determined by differential leveling
 KV1617.and adjusted by the National Geodetic Survey in June 1991..
 KV1617
 KV1617.The geoid height was determined by GEOID03.
 KV1617
 KV1617.The dynamic height is computed by dividing the NAVD 88
 KV1617.geopotential number by the normal gravity value computed on the
 KV1617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1617.degrees latitude (g = 980.6199 gals.).
 KV1617
 KV1617.The modeled gravity was interpolated from observed gravity values.
 KV1617
 KV1617;                    North         East    Units  Estimated Accuracy
 KV1617;SPC PA S     -   172,360.      818,820.      MT  (+/- 180 meters Scaled)
 KV1617
 KV1617                          SUPERSEDED SURVEY CONTROL
 KV1617
 KV1617  NGVD 29 (??/??/??)  160.424  (m)          526.32   (f) ADJUSTED    2 0
 KV1617
 KV1617.Superseded values are not recommended for survey control.
 KV1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1617.See file dsdata.txt to determine how the superseded data were derived.
 KV1617
 KV1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL869228(NAD 83)
 KV1617_MARKER: DB = BENCH MARK DISK
 KV1617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1617_STAMPING: C 180 1942
 KV1617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1617+STABILITY: SURFACE MOTION
 KV1617
 KV1617  HISTORY     - Date     Condition        Report By
 KV1617  HISTORY     - 1942     MONUMENTED       CGS
 KV1617  HISTORY     - 19940616 POOR             USPSQD
 KV1617  HISTORY     - 19950119 MARK NOT FOUND   NJGS
 KV1617  HISTORY     - 20020105 MARK NOT FOUND   USPSQD
 KV1617
 KV1617                          STATION DESCRIPTION
 KV1617
 KV1617'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1617'1 MI NW FROM RICHMOND.
 KV1617'1 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE INTERSECTION OF
 KV1617'U.S. HIGHWAY 611 AT RICHMOND, NORTHAMPTON COUNTY, 36.9 FEET
 KV1617'WEST OF THE CENTER OF A ROAD JUNCTION, 28.9 FEET SOUTHWEST OF THE
 KV1617'CENTER LINE OF THE GRAVEL ROAD, 28 FEET NORTHWEST OF THE CENTER
 KV1617'LINE OF A DIRT ROAD, 1.5 FEET SOUTHWEST OF A FENCE, AND ABOUT 3
 KV1617'FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED C 180 1942
 KV1617'AND SET IN THE TOP OF A CONCRETE POST.
 KV1617
 KV1617                          STATION RECOVERY (1994)
 KV1617
 KV1617'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1617'MARK RECOVERED IN POOR CONDITION.
 KV1617
 KV1617                          STATION RECOVERY (1995)
 KV1617
 KV1617'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1617'THE STATION WAS NOT RECOVERED AT THIS TIME.
 KV1617
 KV1617                          STATION RECOVERY (2002)
 KV1617
 KV1617'RECOVERY NOTE BY US POWER SQUADRON 2002 (LCB)
 KV1617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2343 ***********************************************************************
 KV2343  DESIGNATION -  C 181
 KV2343  PID         -  KV2343
 KV2343  STATE/COUNTY-  PA/MONTGOMERY
 KV2343  USGS QUAD   -  SASSAMANSVILLE (1990)
 KV2343
 KV2343                         *CURRENT SURVEY CONTROL
 KV2343  ___________________________________________________________________
 KV2343* NAD 83(1986)-  40 18 23.     (N)    075 35 52.     (W)     SCALED    
 KV2343* NAVD 88     -        93.843  (meters)     307.88   (feet)  ADJUSTED  
 KV2343  ___________________________________________________________________
 KV2343  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 KV2343  DYNAMIC HT  -          93.795 (meters)     307.73  (feet)  COMP
 KV2343  MODELED GRAV-     980,114.0   (mgal)                       NAVD 88
 KV2343
 KV2343  VERT ORDER  -  SECOND    CLASS 0
 KV2343
 KV2343.The horizontal coordinates were scaled from a topographic map and have
 KV2343.an estimated accuracy of +/- 6 seconds.
 KV2343
 KV2343.The orthometric height was determined by differential leveling
 KV2343.and adjusted by the National Geodetic Survey in June 1991..
 KV2343
 KV2343.The geoid height was determined by GEOID03.
 KV2343
 KV2343.The dynamic height is computed by dividing the NAVD 88
 KV2343.geopotential number by the normal gravity value computed on the
 KV2343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2343.degrees latitude (g = 980.6199 gals.).
 KV2343
 KV2343.The modeled gravity was interpolated from observed gravity values.
 KV2343
 KV2343;                    North         East    Units  Estimated Accuracy
 KV2343;SPC PA S     -   110,270.      782,940.      MT  (+/- 180 meters Scaled)
 KV2343
 KV2343                          SUPERSEDED SURVEY CONTROL
 KV2343
 KV2343  NGVD 29 (??/??/??)   94.108  (m)          308.75   (f) ADJUSTED    2 0
 KV2343
 KV2343.Superseded values are not recommended for survey control.
 KV2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2343.See file dsdata.txt to determine how the superseded data were derived.
 KV2343
 KV2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK492619(NAD 83)
 KV2343_MARKER: DB = BENCH MARK DISK
 KV2343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2343_STAMPING: C 181 1942
 KV2343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2343+STABILITY: SURFACE MOTION
 KV2343
 KV2343  HISTORY     - Date     Condition        Report By
 KV2343  HISTORY     - 1942     MONUMENTED       CGS
 KV2343  HISTORY     - 1956     MARK NOT FOUND   CGS
 KV2343  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV2343  HISTORY     - 20021106 MARK NOT FOUND   USPSQD
 KV2343  HISTORY     - 20041201 MARK NOT FOUND   USPSQD
 KV2343
 KV2343                          STATION DESCRIPTION
 KV2343
 KV2343'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2343'1.2 MI SE FROM GILBERTSVILLE.
 KV2343'ABOUT 0.4 MILES SOUTHEAST ALONG HIGHWAY NO. 73 FROM THE POST
 KV2343'OFFICE AT GILBERTSVILLE, THENCE ABOUT 0.8 MILE SOUTH ALONG A PAVED
 KV2343'ROAD, AT THE JUNCTION WITH A DIRT SIDE ROAD, 67 FEET WEST OF
 KV2343'THE SOUTHWEST CORNER OF A LARGE BARN, 26 FEET NORTHWEST OF THE
 KV2343'CENTER LINE OF THE SIDE ROAD, 19.5 FEET NORTHEAST OF THE CENTER
 KV2343'LINE OF THE PAVED ROAD, 1.5 FEET SOUTHEAST OF A WHITE POST
 KV2343'STENCILED U.S.B.M., A STANDARD DISK
 KV2343'SET IN A CONCRETE POST, ALONG THE RIGHT-OF-WAY FENCE.
 KV2343
 KV2343                          STATION RECOVERY (1956)
 KV2343
 KV2343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 KV2343'MARK NOT FOUND.
 KV2343
 KV2343                          STATION RECOVERY (1990)
 KV2343
 KV2343'RECOVERY NOTE BY US POWER SQUADRON 1990 (JDC)
 KV2343'MARK NOT FOUND.
 KV2343
 KV2343                          STATION RECOVERY (2002)
 KV2343
 KV2343'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KV2343'NOW GRADED RESIDENTIAL PROPERTY. NO FENCE.
 KV2343
 KV2343                          STATION RECOVERY (2004)
 KV2343
 KV2343'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEQ)
 KV2343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2110 ***********************************************************************
 KV2110  DESIGNATION -  C 184 PADH
 KV2110  PID         -  KV2110
 KV2110  STATE/COUNTY-  PA/MONTGOMERY
 KV2110  USGS QUAD   -  COLLEGEVILLE (1992)
 KV2110
 KV2110                         *CURRENT SURVEY CONTROL
 KV2110  ___________________________________________________________________
 KV2110* NAD 83(1986)-  40 14 25.     (N)    075 25 43.     (W)     SCALED    
 KV2110* NAVD 88     -        54.920  (meters)     180.18   (feet)  ADJUSTED  
 KV2110  ___________________________________________________________________
 KV2110  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 KV2110  DYNAMIC HT  -          54.892 (meters)     180.09  (feet)  COMP
 KV2110  MODELED GRAV-     980,125.6   (mgal)                       NAVD 88
 KV2110
 KV2110  VERT ORDER  -  SECOND    CLASS 0
 KV2110
 KV2110.The horizontal coordinates were scaled from a topographic map and have
 KV2110.an estimated accuracy of +/- 6 seconds.
 KV2110
 KV2110.The orthometric height was determined by differential leveling
 KV2110.and adjusted by the National Geodetic Survey in June 1991..
 KV2110
 KV2110.The geoid height was determined by GEOID03.
 KV2110
 KV2110.The dynamic height is computed by dividing the NAVD 88
 KV2110.geopotential number by the normal gravity value computed on the
 KV2110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2110.degrees latitude (g = 980.6199 gals.).
 KV2110
 KV2110.The modeled gravity was interpolated from observed gravity values.
 KV2110
 KV2110;                    North         East    Units  Estimated Accuracy
 KV2110;SPC PA S     -   103,300.      797,510.      MT  (+/- 180 meters Scaled)
 KV2110
 KV2110                          SUPERSEDED SURVEY CONTROL
 KV2110
 KV2110  NGVD 29 (??/??/??)   55.214  (m)          181.15   (f) ADJUSTED    2 0
 KV2110
 KV2110.Superseded values are not recommended for survey control.
 KV2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2110.See file dsdata.txt to determine how the superseded data were derived.
 KV2110
 KV2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK635545(NAD 83)
 KV2110_MARKER: DD = SURVEY DISK
 KV2110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2110_SP_SET: BRIDGE WALL
 KV2110_STAMPING: C 184 1942
 KV2110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2110
 KV2110  HISTORY     - Date     Condition        Report By
 KV2110  HISTORY     - 1942     MONUMENTED       PADH
 KV2110  HISTORY     - 1942     GOOD             CGS
 KV2110  HISTORY     - 1988     GOOD             USPSQD
 KV2110
 KV2110                          STATION DESCRIPTION
 KV2110
 KV2110'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2110'2.4 MI SE FROM SCHWENKVILLE.
 KV2110'2.4 MILES SOUTHEAST ALONG HIGHWAY NO. 73 FROM THE FIRE DEPT.
 KV2110'STATION AT SCHWENKVILLE, 64 FEET SOUTHEAST OF THE CENTER LINE
 KV2110'OF THE ENTRANCE TO PINE HILL FARM, 16.5 FEET NORTHEAST OF THE
 KV2110'CENTER LINE OF THE HIGHWAY, A PENNA. HIGHWAY DEPT. DISK SET IN
 KV2110'THE TOP OF THE NORTHEAST WING WALL OF A CONCRETE BRIDGE.
 KV2110
 KV2110                          STATION RECOVERY (1988)
 KV2110
 KV2110'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDC)
 KV2110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1731 ***********************************************************************
 KV1731  DESIGNATION -  C 185 PADH
 KV1731  PID         -  KV1731
 KV1731  STATE/COUNTY-  PA/BUCKS
 KV1731  USGS QUAD   -  HELLERTOWN (1992)
 KV1731
 KV1731                         *CURRENT SURVEY CONTROL
 KV1731  ___________________________________________________________________
 KV1731* NAD 83(1986)-  40 33 18.     (N)    075 17 31.     (W)     SCALED    
 KV1731* NAVD 88     -       102.670  (meters)     336.84   (feet)  ADJUSTED  
 KV1731  ___________________________________________________________________
 KV1731  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 KV1731  DYNAMIC HT  -         102.619 (meters)     336.68  (feet)  COMP
 KV1731  MODELED GRAV-     980,132.8   (mgal)                       NAVD 88
 KV1731
 KV1731  VERT ORDER  -  SECOND    CLASS 0
 KV1731
 KV1731.The horizontal coordinates were scaled from a topographic map and have
 KV1731.an estimated accuracy of +/- 6 seconds.
 KV1731
 KV1731.The orthometric height was determined by differential leveling
 KV1731.and adjusted by the National Geodetic Survey in June 1991..
 KV1731
 KV1731.The geoid height was determined by GEOID03.
 KV1731
 KV1731.The dynamic height is computed by dividing the NAVD 88
 KV1731.geopotential number by the normal gravity value computed on the
 KV1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1731.degrees latitude (g = 980.6199 gals.).
 KV1731
 KV1731.The modeled gravity was interpolated from observed gravity values.
 KV1731
 KV1731;                    North         East    Units  Estimated Accuracy
 KV1731;SPC PA S     -   138,550.      808,160.      MT  (+/- 180 meters Scaled)
 KV1731
 KV1731                          SUPERSEDED SURVEY CONTROL
 KV1731
 KV1731  NGVD 29 (??/??/??)  102.905  (m)          337.61   (f) ADJUSTED    2 0
 KV1731
 KV1731.Superseded values are not recommended for survey control.
 KV1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1731.See file dsdata.txt to determine how the superseded data were derived.
 KV1731
 KV1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK752894(NAD 83)
 KV1731_MARKER: DD = SURVEY DISK
 KV1731_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1731_SP_SET: BRIDGE FLOOR
 KV1731_STAMPING: C 185 1942
 KV1731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1731
 KV1731  HISTORY     - Date     Condition        Report By
 KV1731  HISTORY     - 1942     MONUMENTED       PADH
 KV1731  HISTORY     - 1942     GOOD             CGS
 KV1731  HISTORY     - 1957     MARK NOT FOUND   CGS
 KV1731  HISTORY     - 1984     GOOD             USPSQD
 KV1731
 KV1731                          STATION DESCRIPTION
 KV1731
 KV1731'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1731'0.3 MI W FROM SPRINGTOWN.
 KV1731'0.3 MILE WEST ALONG STATE HIGHWAY NO. 412 FROM THE POST OFFICE
 KV1731'AT SPRINGTOWN, AT CONCRETE BRIDGE NO. 5/41.03.  A PENNSYLVANIA
 KV1731'DEPARTMENT OF HIGHWAYS BRONZE DISK, SET IN THE TOP OF THE
 KV1731'CONCRETE FLOOR, 12 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 KV1731'AND 1 FOOT SOUTH OF THE EAST END OF THE NORTH GUARD WALL.
 KV1731
 KV1731                          STATION RECOVERY (1957)
 KV1731
 KV1731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 KV1731'MARK NOT FOUND.
 KV1731
 KV1731                          STATION RECOVERY (1984)
 KV1731
 KV1731'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV1731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2059 ***********************************************************************
 KV2059  DESIGNATION -  C 186 PADH
 KV2059  PID         -  KV2059
 KV2059  STATE/COUNTY-  PA/BUCKS
 KV2059  USGS QUAD   -  BEDMINSTER (1992)
 KV2059
 KV2059                         *CURRENT SURVEY CONTROL
 KV2059  ___________________________________________________________________
 KV2059* NAD 83(1986)-  40 26 24.     (N)    075 08 40.     (W)     SCALED    
 KV2059* NAVD 88     -        90.064  (meters)     295.49   (feet)  ADJUSTED  
 KV2059  ___________________________________________________________________
 KV2059  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KV2059  DYNAMIC HT  -          90.019 (meters)     295.34  (feet)  COMP
 KV2059  MODELED GRAV-     980,126.1   (mgal)                       NAVD 88
 KV2059
 KV2059  VERT ORDER  -  SECOND    CLASS 0
 KV2059
 KV2059.The horizontal coordinates were scaled from a topographic map and have
 KV2059.an estimated accuracy of +/- 6 seconds.
 KV2059
 KV2059.The orthometric height was determined by differential leveling
 KV2059.and adjusted by the National Geodetic Survey in June 1991..
 KV2059
 KV2059.The geoid height was determined by GEOID03.
 KV2059
 KV2059.The dynamic height is computed by dividing the NAVD 88
 KV2059.geopotential number by the normal gravity value computed on the
 KV2059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2059.degrees latitude (g = 980.6199 gals.).
 KV2059
 KV2059.The modeled gravity was interpolated from observed gravity values.
 KV2059
 KV2059;                    North         East    Units  Estimated Accuracy
 KV2059;SPC PA S     -   126,140.      821,020.      MT  (+/- 180 meters Scaled)
 KV2059
 KV2059                          SUPERSEDED SURVEY CONTROL
 KV2059
 KV2059  NGVD 29 (??/??/??)   90.321  (m)          296.33   (f) ADJUSTED    2 0
 KV2059
 KV2059.Superseded values are not recommended for survey control.
 KV2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2059.See file dsdata.txt to determine how the superseded data were derived.
 KV2059
 KV2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK877766(NAD 83)
 KV2059_MARKER: DD = SURVEY DISK
 KV2059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2059_SP_SET: BRIDGE
 KV2059_STAMPING: C 186 1942
 KV2059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2059
 KV2059  HISTORY     - Date     Condition        Report By
 KV2059  HISTORY     - 1942     MONUMENTED       PADH
 KV2059  HISTORY     - 1942     GOOD             CGS
 KV2059  HISTORY     - 19970209 MARK NOT FOUND   USPSQD
 KV2059
 KV2059                          STATION DESCRIPTION
 KV2059
 KV2059'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2059'1 MI N FROM PIPERSVILLE.
 KV2059'1.0 MILE NORTH ALONG U.S. HIGHWAY NO. 611 FROM THE POST OFFICE
 KV2059'AT PIPERSVILLE, AT CONCRETE BRIDGE NO. 4/88.76, A PENNSYLVANIA
 KV2059'STATE HIGHWAY DEPARTMENT BRONZE DISK, SET IN THE TOP OF THE EAST
 KV2059'WING WALL, AND 13 FEET NORTHEAST OF THE CENTER LINE OF THE
 KV2059'HIGHWAY.
 KV2059
 KV2059                          STATION RECOVERY (1997)
 KV2059
 KV2059'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV2059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2077 ***********************************************************************
 KV2077  DESIGNATION -  C 187
 KV2077  PID         -  KV2077
 KV2077  STATE/COUNTY-  PA/BUCKS
 KV2077  USGS QUAD   -  BEDMINSTER (1992)
 KV2077
 KV2077                         *CURRENT SURVEY CONTROL
 KV2077  ___________________________________________________________________
 KV2077* NAD 83(1986)-  40 27 45.     (N)    075 12 51.     (W)     SCALED    
 KV2077* NAVD 88     -       141.871  (meters)     465.46   (feet)  ADJUSTED  
 KV2077  ___________________________________________________________________
 KV2077  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 KV2077  DYNAMIC HT  -         141.800 (meters)     465.22  (feet)  COMP
 KV2077  MODELED GRAV-     980,121.6   (mgal)                       NAVD 88
 KV2077
 KV2077  VERT ORDER  -  SECOND    CLASS 0
 KV2077
 KV2077.The horizontal coordinates were scaled from a topographic map and have
 KV2077.an estimated accuracy of +/- 6 seconds.
 KV2077
 KV2077.The orthometric height was determined by differential leveling
 KV2077.and adjusted by the National Geodetic Survey in June 1991..
 KV2077
 KV2077.The geoid height was determined by GEOID03.
 KV2077
 KV2077.The dynamic height is computed by dividing the NAVD 88
 KV2077.geopotential number by the normal gravity value computed on the
 KV2077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2077.degrees latitude (g = 980.6199 gals.).
 KV2077
 KV2077.The modeled gravity was interpolated from observed gravity values.
 KV2077
 KV2077;                    North         East    Units  Estimated Accuracy
 KV2077;SPC PA S     -   128,470.      815,040.      MT  (+/- 180 meters Scaled)
 KV2077
 KV2077                          SUPERSEDED SURVEY CONTROL
 KV2077
 KV2077  NGVD 29 (??/??/??)  142.141  (m)          466.34   (f) ADJUSTED    2 0
 KV2077
 KV2077.Superseded values are not recommended for survey control.
 KV2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2077.See file dsdata.txt to determine how the superseded data were derived.
 KV2077
 KV2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK818791(NAD 83)
 KV2077_MARKER: DB = BENCH MARK DISK
 KV2077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2077_STAMPING: C 187 1942
 KV2077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2077+STABILITY: SURFACE MOTION
 KV2077
 KV2077  HISTORY     - Date     Condition        Report By
 KV2077  HISTORY     - 1942     MONUMENTED       CGS
 KV2077  HISTORY     - 1973     GOOD             NGS
 KV2077  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 KV2077
 KV2077                          STATION DESCRIPTION
 KV2077
 KV2077'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2077'AT KELLERS CHURCH POST OFFICE.
 KV2077'AT KELLERS CHURCH POST OFFICE, 18.2 FEET NORTHWEST OF THE WEST
 KV2077'CORNER, 51 FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY
 KV2077'NO. 563, 23 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE
 KV2077'ROAD, AND 1.9 FEET NORTHWEST OF THE YARD FENCE.  A STANDARD
 KV2077'DISK, SET IN THE TOP OF A CONCRETE POST.
 KV2077
 KV2077                          STATION RECOVERY (1973)
 KV2077
 KV2077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KV2077'RECOVERED IN GOOD CONDITION.
 KV2077
 KV2077                          STATION RECOVERY (2004)
 KV2077
 KV2077'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLR)
 KV2077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2153 ***********************************************************************
 KV2153  DESIGNATION -  C 188
 KV2153  PID         -  KV2153
 KV2153  STATE/COUNTY-  PA/BUCKS
 KV2153  USGS QUAD   -  AMBLER (1983)
 KV2153
 KV2153                         *CURRENT SURVEY CONTROL
 KV2153  ___________________________________________________________________
 KV2153* NAD 83(1986)-  40 13 43.     (N)    075 08 23.     (W)     SCALED    
 KV2153* NAVD 88     -        77.045  (meters)     252.77   (feet)  ADJUSTED  
 KV2153  ___________________________________________________________________
 KV2153  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KV2153  DYNAMIC HT  -          77.007 (meters)     252.65  (feet)  COMP
 KV2153  MODELED GRAV-     980,138.4   (mgal)                       NAVD 88
 KV2153
 KV2153  VERT ORDER  -  SECOND    CLASS 0
 KV2153
 KV2153.The horizontal coordinates were scaled from a topographic map and have
 KV2153.an estimated accuracy of +/- 6 seconds.
 KV2153
 KV2153.The orthometric height was determined by differential leveling
 KV2153.and adjusted by the National Geodetic Survey in June 1991..
 KV2153
 KV2153.The geoid height was determined by GEOID03.
 KV2153
 KV2153.The dynamic height is computed by dividing the NAVD 88
 KV2153.geopotential number by the normal gravity value computed on the
 KV2153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2153.degrees latitude (g = 980.6199 gals.).
 KV2153
 KV2153.The modeled gravity was interpolated from observed gravity values.
 KV2153
 KV2153;                    North         East    Units  Estimated Accuracy
 KV2153;SPC PA S     -   102,690.      822,120.      MT  (+/- 180 meters Scaled)
 KV2153
 KV2153                          SUPERSEDED SURVEY CONTROL
 KV2153
 KV2153  NGVD 29 (??/??/??)   77.326  (m)          253.69   (f) ADJUSTED    2 0
 KV2153
 KV2153.Superseded values are not recommended for survey control.
 KV2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2153.See file dsdata.txt to determine how the superseded data were derived.
 KV2153
 KV2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK881531(NAD 83)
 KV2153_MARKER: DB = BENCH MARK DISK
 KV2153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2153_SP_SET: WALL
 KV2153_STAMPING: C 188 1942
 KV2153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2153
 KV2153  HISTORY     - Date     Condition        Report By
 KV2153  HISTORY     - 1942     MONUMENTED       CGS
 KV2153  HISTORY     - 19980304 GOOD             USPSQD
 KV2153
 KV2153                          STATION DESCRIPTION
 KV2153
 KV2153'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2153'AT NESHAMINY.
 KV2153'AT NESHAMINY, 0.1 MILE SOUTHWEST OF THE POST OFFICE, 135 FEET
 KV2153'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY NO. 611, AT
 KV2153'WARRINGTON TOWNSHIP FIRE CO. NO. 1, A STANDARD DISK, SET
 KV2153'VERTICALLY, IN THE SOUTHEAST WALL, 4.0 FEET NORTHEAST OF THE
 KV2153'SOUTH CORNER, AND 2.1 FEET ABOVE THE GROUND.
 KV2153
 KV2153                          STATION RECOVERY (1998)
 KV2153
 KV2153'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV2153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1042 ***********************************************************************
 KV1042  DESIGNATION -  C 189
 KV1042  PID         -  KV1042
 KV1042  STATE/COUNTY-  PA/BUCKS
 KV1042  USGS QUAD   -  LAMBERTVILLE (1995)
 KV1042
 KV1042                         *CURRENT SURVEY CONTROL
 KV1042  ___________________________________________________________________
 KV1042* NAD 83(1986)-  40 17 02.     (N)    074 53 45.     (W)     SCALED    
 KV1042* NAVD 88     -        44.458  (meters)     145.86   (feet)  ADJUSTED  
 KV1042  ___________________________________________________________________
 KV1042  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KV1042  DYNAMIC HT  -          44.437 (meters)     145.79  (feet)  COMP
 KV1042  MODELED GRAV-     980,147.3   (mgal)                       NAVD 88
 KV1042
 KV1042  VERT ORDER  -  SECOND    CLASS 0
 KV1042
 KV1042.The horizontal coordinates were scaled from a topographic map and have
 KV1042.an estimated accuracy of +/- 6 seconds.
 KV1042
 KV1042.The orthometric height was determined by differential leveling
 KV1042.and adjusted by the National Geodetic Survey in June 1991..
 KV1042
 KV1042.The geoid height was determined by GEOID03.
 KV1042
 KV1042.The dynamic height is computed by dividing the NAVD 88
 KV1042.geopotential number by the normal gravity value computed on the
 KV1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1042.degrees latitude (g = 980.6199 gals.).
 KV1042
 KV1042.The modeled gravity was interpolated from observed gravity values.
 KV1042
 KV1042;                    North         East    Units  Estimated Accuracy
 KV1042;SPC PA S     -   109,470.      842,670.      MT  (+/- 180 meters Scaled)
 KV1042
 KV1042                          SUPERSEDED SURVEY CONTROL
 KV1042
 KV1042  NGVD 29 (??/??/??)   44.750  (m)          146.82   (f) ADJUSTED    2 0
 KV1042
 KV1042.Superseded values are not recommended for survey control.
 KV1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1042.See file dsdata.txt to determine how the superseded data were derived.
 KV1042
 KV1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK088592(NAD 83)
 KV1042_MARKER: DB = BENCH MARK DISK
 KV1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1042_STAMPING: C 189 1942
 KV1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1042+STABILITY: SURFACE MOTION
 KV1042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1042+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2003
 KV1042
 KV1042  HISTORY     - Date     Condition        Report By
 KV1042  HISTORY     - 1942     MONUMENTED       CGS
 KV1042  HISTORY     - 1972     GOOD             LOCENG
 KV1042  HISTORY     - 1975     GOOD             BAKER
 KV1042  HISTORY     - 20030620 GOOD             INDIV
 KV1042
 KV1042                          STATION DESCRIPTION
 KV1042
 KV1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1042'1.7 MI SW FROM WASHINGTON CROSSING.
 KV1042'0.9 MILE SOUTHWEST ALONG STATE HIGHWAY NO. 632 FROM THE POST
 KV1042'OFFICE AT WASHINGTON CROSSING, PENNSYLVANIA, THENCE 0.8 MILE WEST
 KV1042'ALONG A GRAVEL ROAD NO. 052, IN A PASTURE, 48 FEET SOUTH OF THE
 KV1042'CENTER LINE OF THE ROAD, 2.0 FEET EAST OF THE PASTURE FENCE, AND
 KV1042'1.3 FEET NORTH OF A STANDARD REFERENCE POST.  A STANDARD DISK,
 KV1042'SET IN THE TOP OF A CONCRETE POST.  STAMPED C 189 1942.
 KV1042
 KV1042                          STATION RECOVERY (1972)
 KV1042
 KV1042'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 KV1042'RECOVERED IN GOOD CONDITION.
 KV1042
 KV1042                          STATION RECOVERY (1975)
 KV1042
 KV1042'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975
 KV1042'RECOVERED IN GOOD CONDITION.
 KV1042
 KV1042                          STATION RECOVERY (2003)
 KV1042
 KV1042'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SJK)
 KV1042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1563 ***********************************************************************
 LZ1563  DESIGNATION -  C 19
 LZ1563  PID         -  LZ1563
 LZ1563  STATE/COUNTY-  PA/CLINTON
 LZ1563  USGS QUAD   -  KEATING (1983)
 LZ1563
 LZ1563                         *CURRENT SURVEY CONTROL
 LZ1563  ___________________________________________________________________
 LZ1563* NAD 83(1986)-  41 17 52.     (N)    077 59 34.     (W)     SCALED    
 LZ1563* NAVD 88     -       228.844  (meters)     750.80   (feet)  ADJUSTED  
 LZ1563  ___________________________________________________________________
 LZ1563  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LZ1563  DYNAMIC HT  -         228.741 (meters)     750.46  (feet)  COMP
 LZ1563  MODELED GRAV-     980,168.1   (mgal)                       NAVD 88
 LZ1563
 LZ1563  VERT ORDER  -  SECOND    CLASS 0
 LZ1563
 LZ1563.The horizontal coordinates were scaled from a topographic map and have
 LZ1563.an estimated accuracy of +/- 6 seconds.
 LZ1563
 LZ1563.The orthometric height was determined by differential leveling
 LZ1563.and adjusted by the National Geodetic Survey in June 1991..
 LZ1563
 LZ1563.The geoid height was determined by GEOID03.
 LZ1563
 LZ1563.The dynamic height is computed by dividing the NAVD 88
 LZ1563.geopotential number by the normal gravity value computed on the
 LZ1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1563.degrees latitude (g = 980.6199 gals.).
 LZ1563
 LZ1563.The modeled gravity was interpolated from observed gravity values.
 LZ1563
 LZ1563;                    North         East    Units  Estimated Accuracy
 LZ1563;SPC PA N     -   125,640.      579,670.      MT  (+/- 180 meters Scaled)
 LZ1563
 LZ1563                          SUPERSEDED SURVEY CONTROL
 LZ1563
 LZ1563  NGVD 29 (??/??/92)  229.020  (m)          751.38   (f) ADJ UNCH    2 0
 LZ1563
 LZ1563.Superseded values are not recommended for survey control.
 LZ1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1563.See file dsdata.txt to determine how the superseded data were derived.
 LZ1563
 LZ1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL494761(NAD 83)
 LZ1563_MARKER: DB = BENCH MARK DISK
 LZ1563_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1563_SP_SET: BRIDGE
 LZ1563_STAMPING: C 19 1934
 LZ1563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1563
 LZ1563  HISTORY     - Date     Condition        Report By
 LZ1563  HISTORY     - 1934     MONUMENTED       CGS
 LZ1563
 LZ1563                          STATION DESCRIPTION
 LZ1563
 LZ1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1563'6.3 MI W FROM KEATING.
 LZ1563'ABOUT 6.3 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM
 LZ1563'KEATING, CLINTON COUNTY, ABOUT 570 FEET EAST OF MILEPOST 111-177,
 LZ1563'AT BRIDGE 177.13, IN THE TOP OF THE NORTH END OF THE EAST WING
 LZ1563'WALL, 10 FEET NORTH OF THE CENTER LINE OF THE WEST-BOUND TRACK,
 LZ1563'AND ABOUT 1-1/2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 LZ1563'DISK, STAMPED C 19 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2726 ***********************************************************************
 KV2726  DESIGNATION -  C 190
 KV2726  PID         -  KV2726
 KV2726  STATE/COUNTY-  PA/LEHIGH
 KV2726  USGS QUAD   -  NEW TRIPOLI (1994)
 KV2726
 KV2726                         *CURRENT SURVEY CONTROL
 KV2726  ___________________________________________________________________
 KV2726* NAD 83(1986)-  40 40 14.     (N)    075 48 43.     (W)     SCALED    
 KV2726* NAVD 88     -       141.921  (meters)     465.62   (feet)  ADJUSTED  
 KV2726  ___________________________________________________________________
 KV2726  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 KV2726  DYNAMIC HT  -         141.852 (meters)     465.39  (feet)  COMP
 KV2726  MODELED GRAV-     980,134.4   (mgal)                       NAVD 88
 KV2726
 KV2726  VERT ORDER  -  SECOND    CLASS 0
 KV2726
 KV2726.The horizontal coordinates were scaled from a topographic map and have
 KV2726.an estimated accuracy of +/- 6 seconds.
 KV2726
 KV2726.The orthometric height was determined by differential leveling
 KV2726.and adjusted by the National Geodetic Survey in June 1991..
 KV2726
 KV2726.The geoid height was determined by GEOID03.
 KV2726
 KV2726.The dynamic height is computed by dividing the NAVD 88
 KV2726.geopotential number by the normal gravity value computed on the
 KV2726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2726.degrees latitude (g = 980.6199 gals.).
 KV2726
 KV2726.The modeled gravity was interpolated from observed gravity values.
 KV2726
 KV2726;                    North         East    Units  Estimated Accuracy
 KV2726;SPC PA S     -   150,280.      763,850.      MT  (+/- 180 meters Scaled)
 KV2726
 KV2726                          SUPERSEDED SURVEY CONTROL
 KV2726
 KV2726  NGVD 29 (??/??/??)  142.120  (m)          466.27   (f) ADJUSTED    2 0
 KV2726
 KV2726.Superseded values are not recommended for survey control.
 KV2726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2726.See file dsdata.txt to determine how the superseded data were derived.
 KV2726
 KV2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL313025(NAD 83)
 KV2726_MARKER: DB = BENCH MARK DISK
 KV2726_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2726_SP_SET: ABUTMENT
 KV2726_STAMPING: C 190 1942
 KV2726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2726
 KV2726  HISTORY     - Date     Condition        Report By
 KV2726  HISTORY     - 1942     MONUMENTED       CGS
 KV2726
 KV2726                          STATION DESCRIPTION
 KV2726
 KV2726'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2726'0.5 MI SW FROM LYNNPORT.
 KV2726'0.5 MILE SOUTHWEST ALONG THE READING RAILROAD FROM THE STATION AT
 KV2726'LYNNPORT, 10 RAILS EAST OF THE ROAD CROSSING, SET IN THE TOP STEP
 KV2726'AT THE NORTH CORNER OF THE EAST ABUTMENT OF BRIDGE NO. 30-00, 7.8
 KV2726'FEET NORTH OF THE NORTH RAIL OF TRACK, ABOUT 1.5 FEET BELOW
 KV2726'TRACK LEVEL.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2674 ***********************************************************************
 KV2674  DESIGNATION -  C 191
 KV2674  PID         -  KV2674
 KV2674  STATE/COUNTY-  PA/BERKS
 KV2674  USGS QUAD   -  KUTZTOWN (1974)
 KV2674
 KV2674                         *CURRENT SURVEY CONTROL
 KV2674  ___________________________________________________________________
 KV2674* NAD 83(1986)-  40 31 07.     (N)    075 46 37.     (W)     SCALED    
 KV2674* NAVD 88     -       126.791  (meters)     415.98   (feet)  ADJUSTED  
 KV2674  ___________________________________________________________________
 KV2674  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 KV2674  DYNAMIC HT  -         126.727 (meters)     415.77  (feet)  COMP
 KV2674  MODELED GRAV-     980,121.3   (mgal)                       NAVD 88
 KV2674
 KV2674  VERT ORDER  -  SECOND    CLASS 0
 KV2674
 KV2674.The horizontal coordinates were scaled from a topographic map and have
 KV2674.an estimated accuracy of +/- 6 seconds.
 KV2674
 KV2674.The orthometric height was determined by differential leveling
 KV2674.and adjusted by the National Geodetic Survey in June 1991..
 KV2674
 KV2674.The geoid height was determined by GEOID03.
 KV2674
 KV2674.The dynamic height is computed by dividing the NAVD 88
 KV2674.geopotential number by the normal gravity value computed on the
 KV2674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2674.degrees latitude (g = 980.6199 gals.).
 KV2674
 KV2674.The modeled gravity was interpolated from observed gravity values.
 KV2674
 KV2674;                    North         East    Units  Estimated Accuracy
 KV2674;SPC PA S     -   133,480.      767,190.      MT  (+/- 180 meters Scaled)
 KV2674
 KV2674                          SUPERSEDED SURVEY CONTROL
 KV2674
 KV2674  NGVD 29 (??/??/??)  127.004  (m)          416.68   (f) ADJUSTED    2 0
 KV2674
 KV2674.Superseded values are not recommended for survey control.
 KV2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2674.See file dsdata.txt to determine how the superseded data were derived.
 KV2674
 KV2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK341856(NAD 83)
 KV2674_MARKER: DB = BENCH MARK DISK
 KV2674_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2674_SP_SET: BUILDING WALL
 KV2674_STAMPING: C-191 1942
 KV2674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2674+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2006
 KV2674
 KV2674  HISTORY     - Date     Condition        Report By
 KV2674  HISTORY     - 1942     MONUMENTED       CGS
 KV2674  HISTORY     - 1987     GOOD             USPSQD
 KV2674  HISTORY     - 19991114 GOOD             USPSQD
 KV2674  HISTORY     - 20060729 GOOD             GEOCAC
 KV2674
 KV2674                          STATION DESCRIPTION
 KV2674
 KV2674'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2674'AT KUTZTOWN.
 KV2674'AT KUTZTOWN, AT THE POST OFFICE, SET IN THE SOUTHWEST FACE AT
 KV2674'THE SOUTH CORNER OF BUILDING, 24.9 FEET NORTHWEST OF THE NORTHWEST
 KV2674'CURB OF MAIN STREET, 13.6 FEET NORTHEAST OF THE CENTER-LINE OF
 KV2674'THE DRIVE LEADING TO THE REAR OF THE BUILDING, 4 FEET NORTHWEST
 KV2674'OF THE SOUTH CORNER, 2.6 FEET ABOVE WALK LEVEL.  A STANDARD DISK
 KV2674'SET VERTICALLY.
 KV2674
 KV2674                          STATION RECOVERY (1987)
 KV2674
 KV2674'RECOVERY NOTE BY US POWER SQUADRON 1987 (MWD)
 KV2674'RECOVERED IN GOOD CONDITION.
 KV2674
 KV2674                          STATION RECOVERY (1999)
 KV2674
 KV2674'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV2674'RECOVERED IN GOOD CONDITION.
 KV2674
 KV2674                          STATION RECOVERY (2006)
 KV2674
 KV2674'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KV2674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2744 ***********************************************************************
 KV2744  DESIGNATION -  C 192
 KV2744  PID         -  KV2744
 KV2744  STATE/COUNTY-  PA/SCHUYLKILL
 KV2744  USGS QUAD   -  NEW RINGGOLD (1997)
 KV2744
 KV2744                         *CURRENT SURVEY CONTROL
 KV2744  ___________________________________________________________________
 KV2744* NAD 83(1986)-  40 40 46.     (N)    075 56 51.     (W)     SCALED    
 KV2744* NAVD 88     -       208.038  (meters)     682.54   (feet)  ADJUSTED  
 KV2744  ___________________________________________________________________
 KV2744  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KV2744  DYNAMIC HT  -         207.934 (meters)     682.20  (feet)  COMP
 KV2744  MODELED GRAV-     980,123.1   (mgal)                       NAVD 88
 KV2744
 KV2744  VERT ORDER  -  SECOND    CLASS 0
 KV2744
 KV2744.The horizontal coordinates were scaled from a topographic map and have
 KV2744.an estimated accuracy of +/- 6 seconds.
 KV2744
 KV2744.The orthometric height was determined by differential leveling
 KV2744.and adjusted by the National Geodetic Survey in June 1991..
 KV2744
 KV2744.The geoid height was determined by GEOID03.
 KV2744
 KV2744.The dynamic height is computed by dividing the NAVD 88
 KV2744.geopotential number by the normal gravity value computed on the
 KV2744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2744.degrees latitude (g = 980.6199 gals.).
 KV2744
 KV2744.The modeled gravity was interpolated from observed gravity values.
 KV2744
 KV2744;                    North         East    Units  Estimated Accuracy
 KV2744;SPC PA S     -   151,020.      752,370.      MT  (+/- 180 meters Scaled)
 KV2744
 KV2744                          SUPERSEDED SURVEY CONTROL
 KV2744
 KV2744  NGVD 29 (??/??/??)  208.232  (m)          683.17   (f) ADJUSTED    2 0
 KV2744
 KV2744.Superseded values are not recommended for survey control.
 KV2744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2744.See file dsdata.txt to determine how the superseded data were derived.
 KV2744
 KV2744_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL199036(NAD 83)
 KV2744_MARKER: DB = BENCH MARK DISK
 KV2744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2744_STAMPING: C 192 1942
 KV2744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2744+STABILITY: SURFACE MOTION
 KV2744
 KV2744  HISTORY     - Date     Condition        Report By
 KV2744  HISTORY     - 1942     MONUMENTED       CGS
 KV2744  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV2744
 KV2744                          STATION DESCRIPTION
 KV2744
 KV2744'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2744'2.3 MI SW FROM KEPNER.
 KV2744'2.3 MILES SOUTHWEST ALONG THE LEHIGH VALLEY RAILROAD FROM THE
 KV2744'FLAG STATION AT KEPNER, SET IN THE NORTHWEST QUARTER OF THE
 KV2744'PUBLIC ROAD CROSSING, 38.8 FEET NORTH OF THE NORTH RAIL OF
 KV2744'TRACK, 27.6 FEET WEST OF CENTER-LINE OF ROAD, 19.3 FEET
 KV2744'NORTHWEST OF THE NORTH CROSSING SIGN POST, 0.7 FOOT SOUTH OF A
 KV2744'WHITE MARKER POST.  A STANDARD DISK SET IN TOP OF CONCRETE
 KV2744'POST.
 KV2744
 KV2744                          STATION RECOVERY (1990)
 KV2744
 KV2744'RECOVERY NOTE BY US POWER SQUADRON 1990 (MWD)
 KV2744'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1950 ***********************************************************************
 JV1950  DESIGNATION -  C 193 PADH
 JV1950  PID         -  JV1950
 JV1950  STATE/COUNTY-  PA/ADAMS
 JV1950  USGS QUAD   -  EMMITSBURG (1985)
 JV1950
 JV1950                         *CURRENT SURVEY CONTROL
 JV1950  ___________________________________________________________________
 JV1950* NAD 83(1986)-  39 44 08.     (N)    077 22 17.     (W)     SCALED    
 JV1950* NAVD 88     -       151.130  (meters)     495.83   (feet)  ADJUSTED  
 JV1950  ___________________________________________________________________
 JV1950  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JV1950  DYNAMIC HT  -         151.047 (meters)     495.56  (feet)  COMP
 JV1950  MODELED GRAV-     980,077.3   (mgal)                       NAVD 88
 JV1950
 JV1950  VERT ORDER  -  SECOND    CLASS 0
 JV1950
 JV1950.The horizontal coordinates were scaled from a topographic map and have
 JV1950.an estimated accuracy of +/- 6 seconds.
 JV1950
 JV1950.The orthometric height was determined by differential leveling
 JV1950.and adjusted by the National Geodetic Survey in June 1991..
 JV1950
 JV1950.The geoid height was determined by GEOID03.
 JV1950
 JV1950.The dynamic height is computed by dividing the NAVD 88
 JV1950.geopotential number by the normal gravity value computed on the
 JV1950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1950.degrees latitude (g = 980.6199 gals.).
 JV1950
 JV1950.The modeled gravity was interpolated from observed gravity values.
 JV1950
 JV1950;                    North         East    Units  Estimated Accuracy
 JV1950;SPC PA S     -    44,730.      632,460.      MT  (+/- 180 meters Scaled)
 JV1950
 JV1950                          SUPERSEDED SURVEY CONTROL
 JV1950
 JV1950  NGVD 29 (??/??/??)  151.314  (m)          496.44   (f) ADJUSTED    2 0
 JV1950
 JV1950.Superseded values are not recommended for survey control.
 JV1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1950.See file dsdata.txt to determine how the superseded data were derived.
 JV1950
 JV1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK967010(NAD 83)
 JV1950_MARKER: DD = SURVEY DISK
 JV1950_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1950_SP_SET: BRIDGE
 JV1950_STAMPING: C 193 1942
 JV1950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1950
 JV1950  HISTORY     - Date     Condition        Report By
 JV1950  HISTORY     - 1942     MONUMENTED       PADH
 JV1950  HISTORY     - 1942     GOOD             CGS
 JV1950  HISTORY     - 1953     MARK NOT FOUND   USGS
 JV1950
 JV1950                          STATION DESCRIPTION
 JV1950
 JV1950'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1950'3.4 MI NW FROM EMMITSBURG.
 JV1950'IN ADAMS COUNTY, PENNSYLVANIA, 3.4 MILES NORTHWEST OF THE POST
 JV1950'OFFICE AT EMMITSBURG, FREDERICK COUNTY, MARYLAND, ON STATE HIGHWAY
 JV1950'116, 0.1 MILE WEST OF THE JUNCTION OF STATE HIGHWAY 16, 62.7
 JV1950'FEET WEST OF A POWER-TRANSMISSION LINE POLE, AT A BRIDGE,
 JV1950'IN THE TOP OF THE NORTHEAST WING WALL, AND 14 FEET NORTH OF THE
 JV1950'CENTER LINE OF THE HIGHWAY.  A PENNSYLVANIA STATE HIGHWAY
 JV1950'DEPARTMENT STANDARD DISK, STAMPED C 193 1942.
 JV1950
 JV1950                          STATION RECOVERY (1953)
 JV1950
 JV1950'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 JV1950'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1920 ***********************************************************************
 JV1920  DESIGNATION -  C 194 PADH
 JV1920  PID         -  JV1920
 JV1920  STATE/COUNTY-  PA/ADAMS
 JV1920  USGS QUAD   -  MC SHERRYSTOWN (1990)
 JV1920
 JV1920                         *CURRENT SURVEY CONTROL
 JV1920  ___________________________________________________________________
 JV1920* NAD 83(1986)-  39 45 18.     (N)    077 02 35.     (W)     SCALED    
 JV1920* NAVD 88     -       178.163  (meters)     584.52   (feet)  ADJUSTED  
 JV1920  ___________________________________________________________________
 JV1920  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JV1920  DYNAMIC HT  -         178.068 (meters)     584.21  (feet)  COMP
 JV1920  MODELED GRAV-     980,090.2   (mgal)                       NAVD 88
 JV1920
 JV1920  VERT ORDER  -  SECOND    CLASS 0
 JV1920
 JV1920.The horizontal coordinates were scaled from a topographic map and have
 JV1920.an estimated accuracy of +/- 6 seconds.
 JV1920
 JV1920.The orthometric height was determined by differential leveling
 JV1920.and adjusted by the National Geodetic Survey in June 1991..
 JV1920
 JV1920.The geoid height was determined by GEOID03.
 JV1920
 JV1920.The dynamic height is computed by dividing the NAVD 88
 JV1920.geopotential number by the normal gravity value computed on the
 JV1920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1920.degrees latitude (g = 980.6199 gals.).
 JV1920
 JV1920.The modeled gravity was interpolated from observed gravity values.
 JV1920
 JV1920;                    North         East    Units  Estimated Accuracy
 JV1920;SPC PA S     -    47,060.      660,590.      MT  (+/- 180 meters Scaled)
 JV1920
 JV1920                          SUPERSEDED SURVEY CONTROL
 JV1920
 JV1920  NGVD 29 (??/??/??)  178.365  (m)          585.19   (f) ADJUSTED    2 0
 JV1920
 JV1920.Superseded values are not recommended for survey control.
 JV1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1920.See file dsdata.txt to determine how the superseded data were derived.
 JV1920
 JV1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK249025(NAD 83)
 JV1920_MARKER: DD = SURVEY DISK
 JV1920_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1920_SP_SET: BRIDGE
 JV1920_STAMPING: C 194 1942
 JV1920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1920
 JV1920  HISTORY     - Date     Condition        Report By
 JV1920  HISTORY     - 1942     MONUMENTED       PADH
 JV1920  HISTORY     - 1942     GOOD             CGS
 JV1920
 JV1920                          STATION DESCRIPTION
 JV1920
 JV1920'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1920'2.7 MI NE FROM LITTLESTOWN.
 JV1920'2.7 MILES NORTHEAST ALONG STATE HIGHWAY 194 FROM THE POST OFFICE
 JV1920'AT LITTLESTOWN, ADAMS COUNTY, AT THE JUNCTION OF A SIDE ROAD
 JV1920'LEADING SOUTH, 47.5 FEET NORTHWEST OF THE CENTER OF THE JUNCTION,
 JV1920'12.2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AT A BRIDGE,
 JV1920'AND IN THE TOP OF THE EAST WING WALL ON THE NORTH SIDE OF THE
 JV1920'BRIDGE.  A PENNSYLVANIA STATE HIGHWAY DEPARTMENT STANDARD DISK,
 JV1920'STAMPED C 194 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1073 ***********************************************************************
 KX1073  DESIGNATION -  C 195
 KX1073  PID         -  KX1073
 KX1073  STATE/COUNTY-  PA/WESTMORELAND
 KX1073  USGS QUAD   -  DERRY (1977)
 KX1073
 KX1073                         *CURRENT SURVEY CONTROL
 KX1073  ___________________________________________________________________
 KX1073* NAD 83(1986)-  40 16 59.     (N)    079 18 37.     (W)     SCALED    
 KX1073* NAVD 88     -       335.723  (meters)    1101.45   (feet)  ADJUSTED  
 KX1073  ___________________________________________________________________
 KX1073  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KX1073  DYNAMIC HT  -         335.542 (meters)    1100.86  (feet)  COMP
 KX1073  MODELED GRAV-     980,078.4   (mgal)                       NAVD 88
 KX1073
 KX1073  VERT ORDER  -  SECOND    CLASS 0
 KX1073
 KX1073.The horizontal coordinates were scaled from a topographic map and have
 KX1073.an estimated accuracy of +/- 6 seconds.
 KX1073
 KX1073.The orthometric height was determined by differential leveling
 KX1073.and adjusted by the National Geodetic Survey in June 1991..
 KX1073
 KX1073.The geoid height was determined by GEOID03.
 KX1073
 KX1073.The dynamic height is computed by dividing the NAVD 88
 KX1073.geopotential number by the normal gravity value computed on the
 KX1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1073.degrees latitude (g = 980.6199 gals.).
 KX1073
 KX1073.The modeled gravity was interpolated from observed gravity values.
 KX1073
 KX1073;                    North         East    Units  Estimated Accuracy
 KX1073;SPC PA S     -   106,620.      467,330.      MT  (+/- 180 meters Scaled)
 KX1073
 KX1073                          SUPERSEDED SURVEY CONTROL
 KX1073
 KX1073  NGVD 29 (??/??/92)  335.904  (m)         1102.05   (f) ADJ UNCH    2 0
 KX1073
 KX1073.Superseded values are not recommended for survey control.
 KX1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1073.See file dsdata.txt to determine how the superseded data were derived.
 KX1073
 KX1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE436605(NAD 83)
 KX1073_MARKER: DB = BENCH MARK DISK
 KX1073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1073_SP_SET: CULVERT
 KX1073_STAMPING: C 195 1943
 KX1073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1073
 KX1073  HISTORY     - Date     Condition        Report By
 KX1073  HISTORY     - 1943     MONUMENTED       CGS
 KX1073  HISTORY     - 1954     GOOD             NGS
 KX1073
 KX1073                          STATION DESCRIPTION
 KX1073
 KX1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KX1073'5.4 MI SE FROM LATROBE.
 KX1073'1.8 MILES SOUTH ALONG STATE HIGHWAY 982 FROM THE HIGH SCHOOL
 KX1073'AT LATROBE, THENCE ABOUT 3.55 MILES EAST ALONG U.S. HIGHWAY 30,
 KX1073'ABOUT 5.2 MILES NORTHWEST ALONG HIGHWAY 30 FROM THE SQUARE
 KX1073'AT LIGONIER, WESTMORELAND COUNTY, ABOUT 0.1 MILE SOUTHEAST
 KX1073'OF THE BOTTOM OF GRADES, IN THE TOP OF THE SOUTHEAST END OF THE
 KX1073'SOUTHWEST CONCRETE HEAD WALL OF A 15-INCH PIPE CULVERT, 18 1/2
 KX1073'FEET SOUTHWEST OF CENTER LINE OF HIGHWAY AND ON THE INSIDE
 KX1073'OF A CURVE, ABOUT 50 FEET WEST OF THE JUNCTION OF A DRIVE EAST
 KX1073'AND DOWN HILL AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1136 ***********************************************************************
 KX1136  DESIGNATION -  C 196
 KX1136  PID         -  KX1136
 KX1136  STATE/COUNTY-  PA/WESTMORELAND
 KX1136  USGS QUAD   -  SEVEN SPRINGS (1993)
 KX1136
 KX1136                         *CURRENT SURVEY CONTROL
 KX1136  ___________________________________________________________________
 KX1136* NAD 83(1986)-  40 05 59.     (N)    079 21 45.     (W)     SCALED    
 KX1136* NAVD 88     -       546.111  (meters)    1791.70   (feet)  ADJUSTED  
 KX1136  ___________________________________________________________________
 KX1136  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KX1136  DYNAMIC HT  -         545.799 (meters)    1790.68  (feet)  COMP
 KX1136  MODELED GRAV-     980,035.4   (mgal)                       NAVD 88
 KX1136
 KX1136  VERT ORDER  -  SECOND    CLASS 0
 KX1136
 KX1136.The horizontal coordinates were scaled from a topographic map and have
 KX1136.an estimated accuracy of +/- 6 seconds.
 KX1136
 KX1136.The orthometric height was determined by differential leveling
 KX1136.and adjusted by the National Geodetic Survey in June 1991..
 KX1136
 KX1136.The geoid height was determined by GEOID03.
 KX1136
 KX1136.The dynamic height is computed by dividing the NAVD 88
 KX1136.geopotential number by the normal gravity value computed on the
 KX1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1136.degrees latitude (g = 980.6199 gals.).
 KX1136
 KX1136.The modeled gravity was interpolated from observed gravity values.
 KX1136
 KX1136;                    North         East    Units  Estimated Accuracy
 KX1136;SPC PA S     -    86,350.      462,510.      MT  (+/- 180 meters Scaled)
 KX1136
 KX1136                          SUPERSEDED SURVEY CONTROL
 KX1136
 KX1136  NGVD 29 (??/??/92)  546.278  (m)         1792.25   (f) ADJ UNCH    2 0
 KX1136
 KX1136.Superseded values are not recommended for survey control.
 KX1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1136.See file dsdata.txt to determine how the superseded data were derived.
 KX1136
 KX1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE395401(NAD 83)
 KX1136_MARKER: DB = BENCH MARK DISK
 KX1136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1136_SP_SET: CULVERT
 KX1136_STAMPING: C 196 1943
 KX1136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1136
 KX1136  HISTORY     - Date     Condition        Report By
 KX1136  HISTORY     - 1943     MONUMENTED       CGS
 KX1136  HISTORY     - 1954     GOOD             NGS
 KX1136
 KX1136                          STATION DESCRIPTION
 KX1136
 KX1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KX1136'0.8 MI SE FROM DONEGAL.
 KX1136'0.85 MILE SOUTHEAST ALONG STATE HIGHWAYS 711 AND 31 FROM THEIR
 KX1136'JUNCTION AT DONEGAL, ABOUT 1.0 MILE NORTHWEST OF THE JUNCTION OF
 KX1136'STATE HIGHWAY 381 AT JONES MILLS, AT THE JUNCTION OF A GRAVEL
 KX1136'ROAD SOUTHWEST, IN THE TOP OF THE NORTHEAST END OF SOUTHEAST
 KX1136'CONCRETE HEAD WALL OF A 15-INCH PIPE CULVERT UNDERSIDE ROAD, 26
 KX1136'FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 24 FEET SOUTHEAST OF
 KX1136'CENTER LINE OF GRAVEL ROAD SOUTHWEST AND ABOUT LEVEL WITH
 KX1136'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0612 ***********************************************************************
 JW0612  DESIGNATION -  C 197
 JW0612  PID         -  JW0612
 JW0612  STATE/COUNTY-  PA/FAYETTE
 JW0612  USGS QUAD   -  MILL RUN (1980)
 JW0612
 JW0612                         *CURRENT SURVEY CONTROL
 JW0612  ___________________________________________________________________
 JW0612* NAD 83(1986)-  39 52 37.     (N)    079 29 07.     (W)     SCALED    
 JW0612* NAVD 88     -       411.799  (meters)    1351.04   (feet)  ADJUSTED  
 JW0612  ___________________________________________________________________
 JW0612  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 JW0612  DYNAMIC HT  -         411.559 (meters)    1350.26  (feet)  COMP
 JW0612  MODELED GRAV-     980,031.4   (mgal)                       NAVD 88
 JW0612
 JW0612  VERT ORDER  -  SECOND    CLASS 0
 JW0612
 JW0612.The horizontal coordinates were scaled from a topographic map and have
 JW0612.an estimated accuracy of +/- 6 seconds.
 JW0612
 JW0612.The orthometric height was determined by differential leveling
 JW0612.and adjusted by the National Geodetic Survey in June 1991..
 JW0612
 JW0612.The geoid height was determined by GEOID03.
 JW0612
 JW0612.The dynamic height is computed by dividing the NAVD 88
 JW0612.geopotential number by the normal gravity value computed on the
 JW0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0612.degrees latitude (g = 980.6199 gals.).
 JW0612
 JW0612.The modeled gravity was interpolated from observed gravity values.
 JW0612
 JW0612;                    North         East    Units  Estimated Accuracy
 JW0612;SPC PA S     -    61,820.      451,560.      MT  (+/- 180 meters Scaled)
 JW0612
 JW0612                          SUPERSEDED SURVEY CONTROL
 JW0612
 JW0612  NGVD 29 (??/??/92)  411.957  (m)         1351.56   (f) ADJ UNCH    2 0
 JW0612
 JW0612.Superseded values are not recommended for survey control.
 JW0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0612.See file dsdata.txt to determine how the superseded data were derived.
 JW0612
 JW0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE295151(NAD 83)
 JW0612_MARKER: DB = BENCH MARK DISK
 JW0612_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0612_SP_SET: CULVERT
 JW0612_STAMPING: C 197 1943
 JW0612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0612
 JW0612  HISTORY     - Date     Condition        Report By
 JW0612  HISTORY     - 1943     MONUMENTED       CGS
 JW0612  HISTORY     - 1954     GOOD             NGS
 JW0612
 JW0612                          STATION DESCRIPTION
 JW0612
 JW0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JW0612'0.6 MI NE FROM OHIOPYLE.
 JW0612'ABOUT 0.65 MILE NORTHEAST ALONG STATE HIGHWAY 381 FROM THE
 JW0612'CROSSING OF THE BALTIMORE AND OHIO RAILROAD AT OHIOPYLE, AT A
 JW0612'SPRING, IN THE TOP AND 2 FEET SOUTHWEST OF NORTHEAST END OF
 JW0612'SOUTHEAST STONE MASONRY HEAD WALL OF A 15-INCH PIPE CULVERT UNDER
 JW0612'HIGHWAY, 22 YARDS SOUTHWEST OF TELEPHONE POLE NO. 1/279, 17 1/2
 JW0612'FEET SOUTHEAST OF CENTER LINE OF HIGHWAY AND ABOUT LEVEL WITH
 JW0612'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0340 ***********************************************************************
 MB0340  DESIGNATION -  C 198
 MB0340  PID         -  MB0340
 MB0340  STATE/COUNTY-  PA/LAWRENCE
 MB0340  USGS QUAD   -  EDINBURG (1990)
 MB0340
 MB0340                         *CURRENT SURVEY CONTROL
 MB0340  ___________________________________________________________________
 MB0340* NAD 83(1986)-  41 01 09.     (N)    080 26 25.     (W)     SCALED    
 MB0340* NAVD 88     -       242.685  (meters)     796.21   (feet)  ADJUSTED  
 MB0340  ___________________________________________________________________
 MB0340  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 MB0340  DYNAMIC HT  -         242.571 (meters)     795.84  (feet)  COMP
 MB0340  MODELED GRAV-     980,148.9   (mgal)                       NAVD 88
 MB0340
 MB0340  VERT ORDER  -  FIRST     CLASS II
 MB0340
 MB0340.The horizontal coordinates were scaled from a topographic map and have
 MB0340.an estimated accuracy of +/- 6 seconds.
 MB0340
 MB0340.The orthometric height was determined by differential leveling
 MB0340.and adjusted by the National Geodetic Survey in June 1991..
 MB0340
 MB0340.The geoid height was determined by GEOID03.
 MB0340
 MB0340.The dynamic height is computed by dividing the NAVD 88
 MB0340.geopotential number by the normal gravity value computed on the
 MB0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0340.degrees latitude (g = 980.6199 gals.).
 MB0340
 MB0340.The modeled gravity was interpolated from observed gravity values.
 MB0340
 MB0340;                    North         East    Units  Estimated Accuracy
 MB0340;SPC PA S     -   190,640.      373,750.      MT  (+/- 180 meters Scaled)
 MB0340
 MB0340                          SUPERSEDED SURVEY CONTROL
 MB0340
 MB0340  NGVD 29 (??/??/92)  242.846  (m)          796.74   (f) ADJ UNCH    1 2
 MB0340
 MB0340.Superseded values are not recommended for survey control.
 MB0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0340.See file dsdata.txt to determine how the superseded data were derived.
 MB0340
 MB0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF470410(NAD 83)
 MB0340_MARKER: DB = BENCH MARK DISK
 MB0340_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0340_SP_SET: PIER
 MB0340_STAMPING: C 198 1950
 MB0340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0340_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB0340+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2001
 MB0340
 MB0340  HISTORY     - Date     Condition        Report By
 MB0340  HISTORY     - 1950     MONUMENTED       CGS
 MB0340  HISTORY     - 1967     GOOD             NGS
 MB0340  HISTORY     - 20010409 GOOD             INDIV
 MB0340
 MB0340                          STATION DESCRIPTION
 MB0340
 MB0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0340'AT EDINBURG.
 MB0340'IN THE NORTHEAST PIER OF THE U.S. HIGHWAY 224 BRIDGE OVER MAHONING
 MB0340'RIVER AND TRACKS AT EDINBURG.  IT IS IN THE NORTHEAST FACE OF
 MB0340'THE PIER, 2.7 FEET SOUTHEAST OF THE NORTHWEST CORNER, 10.7 FEET
 MB0340'SOUTHWEST OF THE SOUTHWEST RAIL OF THE BALTIMORE AND OHIO TRACK,
 MB0340'1.5 FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH THE
 MB0340'TRACK.  A STANDARD DISK SET VERTICALLY.
 MB0340
 MB0340                          STATION RECOVERY (1967)
 MB0340
 MB0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MB0340'RECOVERED IN GOOD CONDITION.
 MB0340
 MB0340                          STATION RECOVERY (2001)
 MB0340
 MB0340'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (TCB)
 MB0340'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0071 ***********************************************************************
 KY0071  DESIGNATION -  C 199
 KY0071  PID         -  KY0071
 KY0071  STATE/COUNTY-  PA/BEAVER
 KY0071  USGS QUAD   -  BEAVER FALLS (1990)
 KY0071
 KY0071                         *CURRENT SURVEY CONTROL
 KY0071  ___________________________________________________________________
 KY0071* NAD 83(1986)-  40 48 56.     (N)    080 19 48.     (W)     SCALED    
 KY0071* NAVD 88     -       291.328  (meters)     955.80   (feet)  ADJUSTED  
 KY0071  ___________________________________________________________________
 KY0071  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KY0071  DYNAMIC HT  -         291.182 (meters)     955.32  (feet)  COMP
 KY0071  MODELED GRAV-     980,113.7   (mgal)                       NAVD 88
 KY0071
 KY0071  VERT ORDER  -  FIRST     CLASS I
 KY0071
 KY0071.The horizontal coordinates were scaled from a topographic map and have
 KY0071.an estimated accuracy of +/- 6 seconds.
 KY0071
 KY0071.The orthometric height was determined by differential leveling
 KY0071.and adjusted by the National Geodetic Survey in June 1991..
 KY0071
 KY0071.The geoid height was determined by GEOID03.
 KY0071
 KY0071.The dynamic height is computed by dividing the NAVD 88
 KY0071.geopotential number by the normal gravity value computed on the
 KY0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0071.degrees latitude (g = 980.6199 gals.).
 KY0071
 KY0071.The modeled gravity was interpolated from observed gravity values.
 KY0071
 KY0071;                    North         East    Units  Estimated Accuracy
 KY0071;SPC PA S     -   167,760.      382,360.      MT  (+/- 180 meters Scaled)
 KY0071
 KY0071                          SUPERSEDED SURVEY CONTROL
 KY0071
 KY0071  NGVD 29 (06/03/92)  291.452  (m)          956.21   (f) ADJUSTED    1 1
 KY0071
 KY0071.Superseded values are not recommended for survey control.
 KY0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0071.See file dsdata.txt to determine how the superseded data were derived.
 KY0071
 KY0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF565184(NAD 83)
 KY0071_MARKER: DB = BENCH MARK DISK
 KY0071_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KY0071_STAMPING: C 199 1950
 KY0071_MARK LOGO: CGS   
 KY0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0071
 KY0071  HISTORY     - Date     Condition        Report By
 KY0071  HISTORY     - 1950     MONUMENTED       CGS
 KY0071  HISTORY     - 1966     GOOD             NGS
 KY0071  HISTORY     - 1984     GOOD             NGS
 KY0071
 KY0071                          STATION DESCRIPTION
 KY0071
 KY0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY0071'AT HOMEWOOD.
 KY0071'AT HOMEWOOD, ALONG THE PENNSYLVANIA RAILROAD, ABOUT 0.15 MILE
 KY0071'SOUTHEAST OF MILEPOST P 35, SET VERTICALLY IN THE NORTHEAST
 KY0071'FACE OF THE FIRST PIER SOUTHWEST OF THE TRACK AND SUPPORTS
 KY0071'A LARGE OVERPASS, 16.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 KY0071'OF THE SOUTHWEST TRACK, 1.2 FEET SOUTHEAST OF THE NORTHWEST
 KY0071'END OF THE PIER, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
 KY0071
 KY0071                          STATION RECOVERY (1984)
 KY0071
 KY0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KY0071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2247 ***********************************************************************
 KV2247  DESIGNATION -  C 2
 KV2247  PID         -  KV2247
 KV2247  STATE/COUNTY-  PA/BERKS
 KV2247  USGS QUAD   -  BIRDSBORO (1983)
 KV2247
 KV2247                         *CURRENT SURVEY CONTROL
 KV2247  ___________________________________________________________________
 KV2247* NAD 83(1986)-  40 16 13.     (N)    075 48 31.     (W)     SCALED    
 KV2247* NAVD 88     -        52.477  (meters)     172.17   (feet)  ADJUSTED  
 KV2247  ___________________________________________________________________
 KV2247  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 KV2247  DYNAMIC HT  -          52.450 (meters)     172.08  (feet)  COMP
 KV2247  MODELED GRAV-     980,115.0   (mgal)                       NAVD 88
 KV2247
 KV2247  VERT ORDER  -  FIRST     CLASS I
 KV2247
 KV2247.The horizontal coordinates were scaled from a topographic map and have
 KV2247.an estimated accuracy of +/- 6 seconds.
 KV2247
 KV2247.The orthometric height was determined by differential leveling
 KV2247.and adjusted by the National Geodetic Survey in June 1991..
 KV2247
 KV2247.The geoid height was determined by GEOID03.
 KV2247
 KV2247.The dynamic height is computed by dividing the NAVD 88
 KV2247.geopotential number by the normal gravity value computed on the
 KV2247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2247.degrees latitude (g = 980.6199 gals.).
 KV2247
 KV2247.The modeled gravity was interpolated from observed gravity values.
 KV2247
 KV2247;                    North         East    Units  Estimated Accuracy
 KV2247;SPC PA S     -   105,850.      765,110.      MT  (+/- 180 meters Scaled)
 KV2247
 KV2247                          SUPERSEDED SURVEY CONTROL
 KV2247
 KV2247  NGVD 29 (??/??/??)   52.738  (m)          173.02   (f) ADJUSTED    1 1
 KV2247
 KV2247.Superseded values are not recommended for survey control.
 KV2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2247.See file dsdata.txt to determine how the superseded data were derived.
 KV2247
 KV2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK312580(NAD 83)
 KV2247_MARKER: DB = BENCH MARK DISK
 KV2247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2247_SP_SET: LIGHT COLUMN BASE
 KV2247_STAMPING: C 2 1929 173.025
 KV2247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2247
 KV2247  HISTORY     - Date     Condition        Report By
 KV2247  HISTORY     - 1929     MONUMENTED       CGS
 KV2247  HISTORY     - 1966     GOOD             CGS
 KV2247  HISTORY     - 1974     GOOD             NGS
 KV2247  HISTORY     - 20030313 MARK NOT FOUND   USPSQD
 KV2247
 KV2247                          STATION DESCRIPTION
 KV2247
 KV2247'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2247'AT BIRDSBORO.
 KV2247'AT BIRDSBORO, ON THE READING COMPANY RAILROAD, 46 FEET EAST OF THE
 KV2247'NORTHEAST CORNER OF THE STATION, AT THE FOOT OF THE STEPS LEADING
 KV2247'FROM THE TOP OF THE STATE HIGHWAY 82 OVERPASS TO THE RAILROAD
 KV2247'STATION, SET IN THE BASE OF A LIGHT COLUMN AT THE FOOT OF THE
 KV2247'STEPS, 29 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH SET OF
 KV2247'MAIN LINE TRACKS, AND ABOUT LEVEL WITH THE TRACK.
 KV2247
 KV2247                          STATION RECOVERY (1974)
 KV2247
 KV2247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV2247'RECOVERED IN GOOD CONDITION.
 KV2247
 KV2247                          STATION RECOVERY (2003)
 KV2247
 KV2247'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEQ)
 KV2247'STEPS AND LIGHT COLUMN MISSING. NO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0482 ***********************************************************************
 JW0482  DESIGNATION -  C 2 RESET 1957
 JW0482  PID         -  JW0482
 JW0482  STATE/COUNTY-  PA/BEDFORD
 JW0482  USGS QUAD   -  EVITTS CREEK (1974)
 JW0482
 JW0482                         *CURRENT SURVEY CONTROL
 JW0482  ___________________________________________________________________
 JW0482* NAD 83(1986)-  39 43 23.     (N)    078 42 23.     (W)     SCALED    
 JW0482* NAVD 88     -       304.645  (meters)     999.49   (feet)  ADJUSTED  
 JW0482  ___________________________________________________________________
 JW0482  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JW0482  DYNAMIC HT  -         304.467 (meters)     998.91  (feet)  COMP
 JW0482  MODELED GRAV-     980,034.5   (mgal)                       NAVD 88
 JW0482
 JW0482  VERT ORDER  -  SECOND    CLASS 0
 JW0482
 JW0482.The horizontal coordinates were scaled from a topographic map and have
 JW0482.an estimated accuracy of +/- 6 seconds.
 JW0482
 JW0482.The orthometric height was determined by differential leveling
 JW0482.and adjusted by the National Geodetic Survey in June 1991..
 JW0482
 JW0482.The geoid height was determined by GEOID03.
 JW0482
 JW0482.The dynamic height is computed by dividing the NAVD 88
 JW0482.geopotential number by the normal gravity value computed on the
 JW0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0482.degrees latitude (g = 980.6199 gals.).
 JW0482
 JW0482.The modeled gravity was interpolated from observed gravity values.
 JW0482
 JW0482;                    North         East    Units  Estimated Accuracy
 JW0482;SPC PA S     -    43,720.      518,000.      MT  (+/- 180 meters Scaled)
 JW0482
 JW0482                          SUPERSEDED SURVEY CONTROL
 JW0482
 JW0482  NGVD 29 (??/??/92)  304.832  (m)         1000.10   (f) ADJ UNCH    2 0
 JW0482
 JW0482.Superseded values are not recommended for survey control.
 JW0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0482.See file dsdata.txt to determine how the superseded data were derived.
 JW0482
 JW0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPD965995(NAD 83)
 JW0482_MARKER: DD = SURVEY DISK
 JW0482_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0482_SP_SET: CATCH BASIN
 JW0482_STAMPING: C 2 RESET 1957 1927
 JW0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0482
 JW0482  HISTORY     - Date     Condition        Report By
 JW0482  HISTORY     - 1927     MONUMENTED       USGS
 JW0482  HISTORY     - 1967     GOOD             NGS
 JW0482
 JW0482                          STATION DESCRIPTION
 JW0482
 JW0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JW0482'5.7 MI N FROM CUMBERLAND.
 JW0482'ABOUT 5.7 MILES NORTH ALONG U.S. HIGHWAY 220 FROM THE JUNCTION OF
 JW0482'U.S. HIGHWAY 220 AND 40, SET IN THE TOP OF THE SOUTH END OF THE
 JW0482'BACKWALL OF A CATCH BASIN, 52.0 FEET NORTH OF THE
 JW0482'PENNSYLVANIA-MARYLAND STATE LINE MARKER, 20.0 FEET EAST OF THE
 JW0482'CENTERLINE OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1296 ***********************************************************************
 LZ1296  DESIGNATION -  C 20
 LZ1296  PID         -  LZ1296
 LZ1296  STATE/COUNTY-  PA/CLINTON
 LZ1296  USGS QUAD   -  SNOW SHOE NW (1988)
 LZ1296
 LZ1296                         *CURRENT SURVEY CONTROL
 LZ1296  ___________________________________________________________________
 LZ1296* NAD 83(1986)-  41 12 38.     (N)    077 57 56.     (W)     SCALED    
 LZ1296* NAVD 88     -       227.681  (meters)     746.98   (feet)  ADJUSTED  
 LZ1296  ___________________________________________________________________
 LZ1296  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 LZ1296  DYNAMIC HT  -         227.566 (meters)     746.61  (feet)  COMP
 LZ1296  MODELED GRAV-     980,113.4   (mgal)                       NAVD 88
 LZ1296
 LZ1296  VERT ORDER  -  SECOND    CLASS 0
 LZ1296
 LZ1296.The horizontal coordinates were scaled from a topographic map and have
 LZ1296.an estimated accuracy of +/- 6 seconds.
 LZ1296
 LZ1296.The orthometric height was determined by differential leveling
 LZ1296.and adjusted by the National Geodetic Survey in June 1991..
 LZ1296
 LZ1296.The geoid height was determined by GEOID03.
 LZ1296
 LZ1296.The dynamic height is computed by dividing the NAVD 88
 LZ1296.geopotential number by the normal gravity value computed on the
 LZ1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1296.degrees latitude (g = 980.6199 gals.).
 LZ1296
 LZ1296.The modeled gravity was interpolated from observed gravity values.
 LZ1296
 LZ1296;                    North         East    Units  Estimated Accuracy
 LZ1296;SPC PA N     -   115,950.      581,920.      MT  (+/- 180 meters Scaled)
 LZ1296
 LZ1296                          SUPERSEDED SURVEY CONTROL
 LZ1296
 LZ1296  NGVD 29 (??/??/92)  227.847  (m)          747.53   (f) ADJ UNCH    2 0
 LZ1296
 LZ1296.Superseded values are not recommended for survey control.
 LZ1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1296.See file dsdata.txt to determine how the superseded data were derived.
 LZ1296
 LZ1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL513663(NAD 83)
 LZ1296_MARKER: DB = BENCH MARK DISK
 LZ1296_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1296_SP_SET: BRIDGE COPING
 LZ1296_STAMPING: C 20 1934
 LZ1296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1296
 LZ1296  HISTORY     - Date     Condition        Report By
 LZ1296  HISTORY     - 1934     MONUMENTED       CGS
 LZ1296
 LZ1296                          STATION DESCRIPTION
 LZ1296
 LZ1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1296'6.4 MI W FROM KEATING.
 LZ1296'ABOUT 6.4 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LZ1296'KEATING, CLINTON COUNTY, AT MILEAGE C 46.6, ABOUT 185 FEET
 LZ1296'EAST OF CONCRETE STATION POST 281, AT 9-FOOT CONCRETE BRIDGE
 LZ1296'R 30, IN THE CENTER OF THE TOP OF THE SOUTH CONCRETE COPING, 18
 LZ1296'FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 2 FEET
 LZ1296'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED C 20
 LZ1296'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0330 ***********************************************************************
 LZ0330  DESIGNATION -  C 20
 LZ0330  PID         -  LZ0330
 LZ0330  STATE/COUNTY-  PA/LYCOMING
 LZ0330  USGS QUAD   -  HUGHESVILLE (1975)
 LZ0330
 LZ0330                         *CURRENT SURVEY CONTROL
 LZ0330  ___________________________________________________________________
 LZ0330* NAD 83(1986)-  41 14 23.     (N)    076 43 34.     (W)     SCALED    
 LZ0330* NAVD 88     -       176.555  (meters)     579.25   (feet)  ADJUSTED  
 LZ0330  ___________________________________________________________________
 LZ0330  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 LZ0330  DYNAMIC HT  -         176.481 (meters)     579.00  (feet)  COMP
 LZ0330  MODELED GRAV-     980,198.8   (mgal)                       NAVD 88
 LZ0330
 LZ0330  VERT ORDER  -  SECOND    CLASS 0
 LZ0330
 LZ0330.The horizontal coordinates were scaled from a topographic map and have
 LZ0330.an estimated accuracy of +/- 6 seconds.
 LZ0330
 LZ0330.The orthometric height was determined by differential leveling
 LZ0330.and adjusted by the National Geodetic Survey in June 1991..
 LZ0330
 LZ0330.The geoid height was determined by GEOID03.
 LZ0330
 LZ0330.The dynamic height is computed by dividing the NAVD 88
 LZ0330.geopotential number by the normal gravity value computed on the
 LZ0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0330.degrees latitude (g = 980.6199 gals.).
 LZ0330
 LZ0330.The modeled gravity was interpolated from observed gravity values.
 LZ0330
 LZ0330;                    North         East    Units  Estimated Accuracy
 LZ0330;SPC PA N     -   119,670.      685,830.      MT  (+/- 180 meters Scaled)
 LZ0330
 LZ0330                          SUPERSEDED SURVEY CONTROL
 LZ0330
 LZ0330  NGVD 29 (??/??/92)  176.76   (m)          579.9    (f) COMPUTED    2 0
 LZ0330
 LZ0330.Superseded values are not recommended for survey control.
 LZ0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0330.See file dsdata.txt to determine how the superseded data were derived.
 LZ0330
 LZ0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL553668(NAD 83)
 LZ0330_MARKER: DD = SURVEY DISK
 LZ0330_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0330_SP_SET: SIDEWALK
 LZ0330_STAMPING: PA C 20 1922
 LZ0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0330
 LZ0330  HISTORY     - Date     Condition        Report By
 LZ0330  HISTORY     - 1922     MONUMENTED       USGS
 LZ0330  HISTORY     - 1934     GOOD             NGS
 LZ0330  HISTORY     - 20040811 MARK NOT FOUND   LCEDPS
 LZ0330
 LZ0330                          STATION DESCRIPTION
 LZ0330
 LZ0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0330'AT HUGHESVILLE.
 LZ0330'AT HUGHESVILLE, LYCOMING COUNTY, AT THE INTERSECTION OF SOUTH
 LZ0330'MAIN AND EAST MC ADEMY STREETS, 48 FEET WEST OF THE CENTER
 LZ0330'LINE OF SOUTH MAIN STREET, 21 FEET SOUTH OF THE CENTER LINE OF
 LZ0330'EAST MC ADEMY STREET, AT TRINITY LUTHERAN CHURCH, 4 FEET EAST
 LZ0330'OF THE NORTH ENTRANCE, AND IN THE TOP OF THE SIDEWALK, 1 FOOT
 LZ0330'NORTH OF THE BUILDING.  A UNITED STATES GEOLOGICAL SURVEY
 LZ0330'STANDARD DISK, STAMPED PA C 20 1922.
 LZ0330
 LZ0330                          STATION RECOVERY (2004)
 LZ0330
 LZ0330'RECOVERY NOTE BY   2004 (EMF)
 LZ0330'MARK DESTROYED DURING CONSTRUCTION OF NEW SIDEWALK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0174 ***********************************************************************
 KY0174  DESIGNATION -  C 200
 KY0174  PID         -  KY0174
 KY0174  STATE/COUNTY-  PA/LAWRENCE
 KY0174  USGS QUAD   -  NEW CASTLE SOUTH (1990)
 KY0174
 KY0174                         *CURRENT SURVEY CONTROL
 KY0174  ___________________________________________________________________
 KY0174* NAD 83(1986)-  40 53 13.     (N)    080 19 45.     (W)     SCALED    
 KY0174* NAVD 88     -       258.337  (meters)     847.56   (feet)  ADJUSTED  
 KY0174  ___________________________________________________________________
 KY0174  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KY0174  DYNAMIC HT  -         258.208 (meters)     847.14  (feet)  COMP
 KY0174  MODELED GRAV-     980,117.7   (mgal)                       NAVD 88
 KY0174
 KY0174  VERT ORDER  -  FIRST     CLASS II
 KY0174
 KY0174.The horizontal coordinates were scaled from a topographic map and have
 KY0174.an estimated accuracy of +/- 6 seconds.
 KY0174
 KY0174.The orthometric height was determined by differential leveling
 KY0174.and adjusted by the National Geodetic Survey in June 1991..
 KY0174
 KY0174.The geoid height was determined by GEOID03.
 KY0174
 KY0174.The dynamic height is computed by dividing the NAVD 88
 KY0174.geopotential number by the normal gravity value computed on the
 KY0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0174.degrees latitude (g = 980.6199 gals.).
 KY0174
 KY0174.The modeled gravity was interpolated from observed gravity values.
 KY0174
 KY0174;                    North         East    Units  Estimated Accuracy
 KY0174;SPC PA S     -   175,680.      382,660.      MT  (+/- 180 meters Scaled)
 KY0174
 KY0174                          SUPERSEDED SURVEY CONTROL
 KY0174
 KY0174  NGVD 29 (??/??/92)  258.473  (m)          848.01   (f) ADJ UNCH    1 2
 KY0174
 KY0174.Superseded values are not recommended for survey control.
 KY0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0174.See file dsdata.txt to determine how the superseded data were derived.
 KY0174
 KY0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF565264(NAD 83)
 KY0174_MARKER: DB = BENCH MARK DISK
 KY0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0174_STAMPING: C 200 1950
 KY0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0174+STABILITY: SURFACE MOTION
 KY0174
 KY0174  HISTORY     - Date     Condition        Report By
 KY0174  HISTORY     - 1950     MONUMENTED       CGS
 KY0174  HISTORY     - 19970903 MARK NOT FOUND   USPSQD
 KY0174
 KY0174                          STATION DESCRIPTION
 KY0174
 KY0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KY0174'0.1 MI NW FROM CHEWTON.
 KY0174'ABOUT 0.1 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KY0174'THE STATE HIGHWAY 288 OVERPASS AT CHEWTON, AT MILE-POST 48-13, NEAR
 KY0174'A SMALL TOOL SHED.  IT IS 26 FEET SOUTHWEST OF THE SOUTHWEST
 KY0174'RAIL, 78 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE
 KY0174'TOOL SHED, 8 FEET WEST OF A POLE, 2.5 FEET SOUTHWEST OF A WHITE
 KY0174'WITNESS POST AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK
 KY0174'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 KY0174
 KY0174                          STATION RECOVERY (1997)
 KY0174
 KY0174'RECOVERY NOTE BY US POWER SQUADRON 1997
 KY0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0140 ***********************************************************************
 KY0140  DESIGNATION -  C 201
 KY0140  PID         -  KY0140
 KY0140  STATE/COUNTY-  PA/BEAVER
 KY0140  USGS QUAD   -  ZELIENOPLE (1990)
 KY0140
 KY0140                         *CURRENT SURVEY CONTROL
 KY0140  ___________________________________________________________________
 KY0140* NAD 83(1986)-  40 47 45.     (N)    080 10 23.     (W)     SCALED    
 KY0140* NAVD 88     -       272.389  (meters)     893.66   (feet)  ADJUSTED  
 KY0140  ___________________________________________________________________
 KY0140  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 KY0140  DYNAMIC HT  -         272.251 (meters)     893.21  (feet)  COMP
 KY0140  MODELED GRAV-     980,110.1   (mgal)                       NAVD 88
 KY0140
 KY0140  VERT ORDER  -  SECOND    CLASS 0
 KY0140
 KY0140.The horizontal coordinates were scaled from a topographic map and have
 KY0140.an estimated accuracy of +/- 6 seconds.
 KY0140
 KY0140.The orthometric height was determined by differential leveling
 KY0140.and adjusted by the National Geodetic Survey in June 1991..
 KY0140
 KY0140.The geoid height was determined by GEOID03.
 KY0140
 KY0140.The dynamic height is computed by dividing the NAVD 88
 KY0140.geopotential number by the normal gravity value computed on the
 KY0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0140.degrees latitude (g = 980.6199 gals.).
 KY0140
 KY0140.The modeled gravity was interpolated from observed gravity values.
 KY0140
 KY0140;                    North         East    Units  Estimated Accuracy
 KY0140;SPC PA S     -   165,200.      395,540.      MT  (+/- 180 meters Scaled)
 KY0140
 KY0140                          SUPERSEDED SURVEY CONTROL
 KY0140
 KY0140  NGVD 29 (??/??/92)  272.538  (m)          894.15   (f) ADJ UNCH    2 0
 KY0140
 KY0140.Superseded values are not recommended for survey control.
 KY0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0140.See file dsdata.txt to determine how the superseded data were derived.
 KY0140
 KY0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF697164(NAD 83)
 KY0140_MARKER: DB = BENCH MARK DISK
 KY0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0140_STAMPING: C 201 1954
 KY0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0140+STABILITY: SURFACE MOTION
 KY0140
 KY0140  HISTORY     - Date     Condition        Report By
 KY0140  HISTORY     - 1954     MONUMENTED       CGS
 KY0140
 KY0140                          STATION DESCRIPTION
 KY0140
 KY0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KY0140'2 MI NW FROM ZELIENOPLE.
 KY0140'ABOUT 2.0 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY0140'FROM THE FREIGHT STATION AT ZELIENOPLE, AT A PRIVATE ROAD
 KY0140'CROSSING LEADING NORTHWEST TO WOLFS RESIDENCE, 26 FEET SOUTH
 KY0140'OF SOUTH RAIL OF SOUTH TRACK, 76 FEET EAST-SOUTHEAST OF CENTER OF
 KY0140'CROSSING OF PRIVATE ROAD AND SOUTH TRACK, 57 FEET EAST OF CENTER
 KY0140'LINE OF CENTER OF CROSSING OF PRIVATE ROAD AND SOUTH TRACK,
 KY0140'57 FEET EAST OF CENTER LINE OF PRIVATE ROAD, 62 FEET
 KY0140'SOUTH-SOUTHEAST AND ACROSS TRACKS FROM TELEPHONE POLE NO. 36/4,
 KY0140'37 FEET EAST-SOUTHEAST OF EAST END OF SOUTH STONE HEAD WALL OF A
 KY0140'2-FOOT BOX CULVERT UNDER TRACK, 5 1/2 FEET SOUTHWEST OF A POWER
 KY0140'POLE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 4 1/2
 KY0140'FEET BELOW LEVEL OF TRACKS AND SET IN THE TOP OF A CONCRETE
 KY0140'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0131 ***********************************************************************
 KY0131  DESIGNATION -  C 202
 KY0131  PID         -  KY0131
 KY0131  STATE/COUNTY-  PA/BUTLER
 KY0131  USGS QUAD   -  EVANS CITY (1977)
 KY0131
 KY0131                         *CURRENT SURVEY CONTROL
 KY0131  ___________________________________________________________________
 KY0131* NAD 83(1986)-  40 47 34.     (N)    080 05 40.     (W)     SCALED    
 KY0131* NAVD 88     -       279.329  (meters)     916.43   (feet)  ADJUSTED  
 KY0131  ___________________________________________________________________
 KY0131  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KY0131  DYNAMIC HT  -         279.187 (meters)     915.97  (feet)  COMP
 KY0131  MODELED GRAV-     980,111.3   (mgal)                       NAVD 88
 KY0131
 KY0131  VERT ORDER  -  FIRST     CLASS II
 KY0131
 KY0131.The horizontal coordinates were scaled from a topographic map and have
 KY0131.an estimated accuracy of +/- 6 seconds.
 KY0131
 KY0131.The orthometric height was determined by differential leveling
 KY0131.and adjusted by the National Geodetic Survey in June 1991..
 KY0131
 KY0131.The geoid height was determined by GEOID03.
 KY0131
 KY0131.The dynamic height is computed by dividing the NAVD 88
 KY0131.geopotential number by the normal gravity value computed on the
 KY0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0131.degrees latitude (g = 980.6199 gals.).
 KY0131
 KY0131.The modeled gravity was interpolated from observed gravity values.
 KY0131
 KY0131;                    North         East    Units  Estimated Accuracy
 KY0131;SPC PA S     -   164,680.      402,160.      MT  (+/- 180 meters Scaled)
 KY0131
 KY0131                          SUPERSEDED SURVEY CONTROL
 KY0131
 KY0131  NGVD 29 (06/03/92)  279.463  (m)          916.87   (f) ADJUSTED    1 2
 KY0131
 KY0131.Superseded values are not recommended for survey control.
 KY0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0131.See file dsdata.txt to determine how the superseded data were derived.
 KY0131
 KY0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF763161(NAD 83)
 KY0131_MARKER: DB = BENCH MARK DISK
 KY0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0131_STAMPING: C 202 1954
 KY0131_MARK LOGO: CGS   
 KY0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0131+STABILITY: SURFACE MOTION
 KY0131
 KY0131  HISTORY     - Date     Condition        Report By
 KY0131  HISTORY     - 1954     MONUMENTED       CGS
 KY0131  HISTORY     - 1983     GOOD             NGS
 KY0131
 KY0131                          STATION DESCRIPTION
 KY0131
 KY0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KY0131'AT EIDENAU.
 KY0131'AT EIDENAU, ALONG THE BALTIMORE AND OHIO RAILROAD, 55 FEET EAST
 KY0131'OF EAST RAIL OF EAST TRACK, 66 FEET NORTHEAST OF CENTER OF CROSSING
 KY0131'OF EAST TRACK AND AN EAST-WEST GRAVEL ROAD, 67 1/2 FEET NORTH AND
 KY0131'ACROSS ROAD FROM RAILROAD CONTROL TOWER MU, 28 FEET NORTH OF
 KY0131'CENTER LINE OF ROAD, 7 FEET WEST-NORTHWEST OF POWER POLE NO. 130/5,
 KY0131'46 FEET EAST OF TELEPHONE POLE NO. 30/31, 2 FEET SOUTHEAST OF A
 KY0131'WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK
 KY0131'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 KY0131
 KY0131                          STATION RECOVERY (1983)
 KY0131
 KY0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1072 ***********************************************************************
 KX1072  DESIGNATION -  C 203
 KX1072  PID         -  KX1072
 KX1072  STATE/COUNTY-  PA/WESTMORELAND
 KX1072  USGS QUAD   -  DERRY (1977)
 KX1072
 KX1072                         *CURRENT SURVEY CONTROL
 KX1072  ___________________________________________________________________
 KX1072* NAD 83(1986)-  40 17 08.     (N)    079 18 59.     (W)     SCALED    
 KX1072* NAVD 88     -       332.446  (meters)    1090.70   (feet)  ADJUSTED  
 KX1072  ___________________________________________________________________
 KX1072  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KX1072  DYNAMIC HT  -         332.267 (meters)    1090.11  (feet)  COMP
 KX1072  MODELED GRAV-     980,078.8   (mgal)                       NAVD 88
 KX1072
 KX1072  VERT ORDER  -  SECOND    CLASS 0
 KX1072
 KX1072.The horizontal coordinates were scaled from a topographic map and have
 KX1072.an estimated accuracy of +/- 6 seconds.
 KX1072
 KX1072.The orthometric height was determined by differential leveling
 KX1072.and adjusted by the National Geodetic Survey in June 1991..
 KX1072
 KX1072.The geoid height was determined by GEOID03.
 KX1072
 KX1072.The dynamic height is computed by dividing the NAVD 88
 KX1072.geopotential number by the normal gravity value computed on the
 KX1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1072.degrees latitude (g = 980.6199 gals.).
 KX1072
 KX1072.The modeled gravity was interpolated from observed gravity values.
 KX1072
 KX1072;                    North         East    Units  Estimated Accuracy
 KX1072;SPC PA S     -   106,910.      466,810.      MT  (+/- 180 meters Scaled)
 KX1072
 KX1072                          SUPERSEDED SURVEY CONTROL
 KX1072
 KX1072  NGVD 29 (??/??/92)  332.628  (m)         1091.30   (f) ADJ UNCH    2 0
 KX1072
 KX1072.Superseded values are not recommended for survey control.
 KX1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1072.See file dsdata.txt to determine how the superseded data were derived.
 KX1072
 KX1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE431608(NAD 83)
 KX1072_MARKER: DB = BENCH MARK DISK
 KX1072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1072_SP_SET: CATCH BASIN
 KX1072_STAMPING: C 203 1954
 KX1072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1072
 KX1072  HISTORY     - Date     Condition        Report By
 KX1072  HISTORY     - 1954     MONUMENTED       CGS
 KX1072
 KX1072                          STATION DESCRIPTION
 KX1072
 KX1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KX1072'5 MI SE FROM LATROBE.
 KX1072'1.8 MILES SOUTH ALONG STATE HIGHWAY 982 FROM THE HIGH SCHOOL
 KX1072'AT LATROBE, THENCE ABOUT 3.15 MILES EAST ALONG U.S. HIGHWAY 30,
 KX1072'ABOUT 0.25 MILE SOUTHEAST OF ST. CLAIR HOLLOW MONUMENT, ABOUT
 KX1072'45 YARDS SOUTHEAST OF SLEEPY HOLLOW RESTAURANT, IN THE TOP OF
 KX1072'THE CENTER OF CONCRETE RETAINING WALL OF A 2 1/2 BY 3-FOOT
 KX1072'CONCRETE CATCH BASIN AT SOUTH END OF A 15-INCH PIPE CULVERT
 KX1072'UNDER HIGHWAY, 22 FEET SOUTH OF CENTER LINE OF HIGHWAY AND ABOUT
 KX1072'1 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0571 ***********************************************************************
 JW0571  DESIGNATION -  C 204
 JW0571  PID         -  JW0571
 JW0571  STATE/COUNTY-  PA/SOMERSET
 JW0571  USGS QUAD   -  CONFLUENCE (1994)
 JW0571
 JW0571                         *CURRENT SURVEY CONTROL
 JW0571  ___________________________________________________________________
 JW0571* NAD 83(1986)-  39 49 40.     (N)    079 22 15.     (W)     SCALED    
 JW0571* NAVD 88     -       402.087  (meters)    1319.18   (feet)  ADJUSTED  
 JW0571  ___________________________________________________________________
 JW0571  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 JW0571  DYNAMIC HT  -         401.841 (meters)    1318.37  (feet)  COMP
 JW0571  MODELED GRAV-     980,003.9   (mgal)                       NAVD 88
 JW0571
 JW0571  VERT ORDER  -  SECOND    CLASS 0
 JW0571
 JW0571.The horizontal coordinates were scaled from a topographic map and have
 JW0571.an estimated accuracy of +/- 6 seconds.
 JW0571
 JW0571.The orthometric height was determined by differential leveling
 JW0571.and adjusted by the National Geodetic Survey in June 1991..
 JW0571
 JW0571.The geoid height was determined by GEOID03.
 JW0571
 JW0571.The dynamic height is computed by dividing the NAVD 88
 JW0571.geopotential number by the normal gravity value computed on the
 JW0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0571.degrees latitude (g = 980.6199 gals.).
 JW0571
 JW0571.The modeled gravity was interpolated from observed gravity values.
 JW0571
 JW0571;                    North         East    Units  Estimated Accuracy
 JW0571;SPC PA S     -    56,170.      461,250.      MT  (+/- 180 meters Scaled)
 JW0571
 JW0571                          SUPERSEDED SURVEY CONTROL
 JW0571
 JW0571  NGVD 29 (??/??/92)  402.226  (m)         1319.64   (f) ADJ UNCH    2 0
 JW0571
 JW0571.Superseded values are not recommended for survey control.
 JW0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0571.See file dsdata.txt to determine how the superseded data were derived.
 JW0571
 JW0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE394099(NAD 83)
 JW0571_MARKER: DB = BENCH MARK DISK
 JW0571_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0571_SP_SET: CATCH BASIN
 JW0571_STAMPING: C 204 1954
 JW0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0571
 JW0571  HISTORY     - Date     Condition        Report By
 JW0571  HISTORY     - 1954     MONUMENTED       CGS
 JW0571
 JW0571                          STATION DESCRIPTION
 JW0571
 JW0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JW0571'1.2 MI NW FROM CONFLUENCE.
 JW0571'ABOUT 1.2 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JW0571'FROM THE STATION AT CONFLUENCE, ABOUT 0.2 MILE SOUTHEAST OF
 JW0571'CROSSING OF STATE HIGHWAY 281, 17 1/2 FEET SOUTHWEST OF SOUTHWEST
 JW0571'RAIL OF SOUTHWEST TRACK, 33 FEET SOUTHEAST OF TELEPHONE POLE NO.
 JW0571'244/16, 15 1/2 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, IN THE
 JW0571'TOP OF THE SOUTHEAST END OF THE RETAINING WALL OF A 3 1/2 BY
 JW0571'2 1/2 FOOT CONCRETE CATCH BASIN FOR A 15-INCH PIPE CULVERT UNDER
 JW0571'HIGHWAY 281, ABOUT 6 FEET BELOW LEVEL OF TRACK AND ABOUT 1 1/2
 JW0571'FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0583 ***********************************************************************
 KY0583  DESIGNATION -  C 206
 KY0583  PID         -  KY0583
 KY0583  STATE/COUNTY-  PA/WASHINGTON
 KY0583  USGS QUAD   -  PROSPERITY (1977)
 KY0583
 KY0583                         *CURRENT SURVEY CONTROL
 KY0583  ___________________________________________________________________
 KY0583* NAD 83(1986)-  40 06 59.     (N)    080 20 06.     (W)     SCALED    
 KY0583* NAVD 88     -       353.109  (meters)    1158.49   (feet)  ADJUSTED  
 KY0583  ___________________________________________________________________
 KY0583  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 KY0583  DYNAMIC HT  -         352.906 (meters)    1157.83  (feet)  COMP
 KY0583  MODELED GRAV-     980,041.8   (mgal)                       NAVD 88
 KY0583
 KY0583  VERT ORDER  -  SECOND    CLASS 0
 KY0583
 KY0583.The horizontal coordinates were scaled from a topographic map and have
 KY0583.an estimated accuracy of +/- 6 seconds.
 KY0583
 KY0583.The orthometric height was determined by differential leveling
 KY0583.and adjusted by the National Geodetic Survey in June 1991..
 KY0583
 KY0583.The geoid height was determined by GEOID03.
 KY0583
 KY0583.The dynamic height is computed by dividing the NAVD 88
 KY0583.geopotential number by the normal gravity value computed on the
 KY0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0583.degrees latitude (g = 980.6199 gals.).
 KY0583
 KY0583.The modeled gravity was interpolated from observed gravity values.
 KY0583
 KY0583;                    North         East    Units  Estimated Accuracy
 KY0583;SPC PA S     -    90,170.      379,670.      MT  (+/- 180 meters Scaled)
 KY0583
 KY0583                          SUPERSEDED SURVEY CONTROL
 KY0583
 KY0583  NGVD 29 (??/??/92)  353.246  (m)         1158.94   (f) ADJ UNCH    2 0
 KY0583
 KY0583.Superseded values are not recommended for survey control.
 KY0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0583.See file dsdata.txt to determine how the superseded data were derived.
 KY0583
 KY0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE566408(NAD 83)
 KY0583_MARKER: DB = BENCH MARK DISK
 KY0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0583_STAMPING: C 206 1957
 KY0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0583+STABILITY: SURFACE MOTION
 KY0583
 KY0583  HISTORY     - Date     Condition        Report By
 KY0583  HISTORY     - 1957     MONUMENTED       CGS
 KY0583
 KY0583                          STATION DESCRIPTION
 KY0583
 KY0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0583'3 MI SE FROM TAYLORSTOWN.
 KY0583'ABOUT 2.95 MILES SOUTHEAST ALONG STATE HIGHYWAY 221 FROM THE
 KY0583'OVERPASS OF THE BALTIMORE AND OHIO RAILROAD OVER THE HIGHWAY AT
 KY0583'TAYLORSTOWN, ABOUT 1.0 MILE NORTH OF JUNCTION OF A BLACK TOP
 KY0583'ROAD EAST TO LAGONDA, ABOUT 0.15 MILE NORTH OF THE TOP OF A
 KY0583'GRADE AND JUNCTION OF A ROAD WEST, AT ABOUT RIGHT ANGLE ACROSS
 KY0583'HIGHWAY FROM CENTER OF AN OLD PART BRICK-PART FRAME HOUSE,
 KY0583'0.2 MILE SOUTH OF JUNCTION OF A GRAVEL ROAD EAST, 16 FEET WEST
 KY0583'OF CENTER LINE OF HIGHWAY, 61 1/2 FEET NORTHWEST OF AND ACROSS
 KY0583'ROAD FROM TELEPHONE POLE NO. 326-30, 31 FEET SOUTH OF SOUTHEAST
 KY0583'CORNER OF AN OLD BARN, 128 1/2 FEET NORTH OF WEST END OF A 15-INCH
 KY0583'PIPE CULVERT, 2 FEET SOUTH OF A CONCRETE WITNESS POST ABOUT LEVEL
 KY0583'WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 KY0583'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JX0090 ***********************************************************************
 JX0090  DESIGNATION -  C 207
 JX0090  PID         -  JX0090
 JX0090  STATE/COUNTY-  PA/GREENE
 JX0090  USGS QUAD   -  ROGERSVILLE (1994)
 JX0090
 JX0090                         *CURRENT SURVEY CONTROL
 JX0090  ___________________________________________________________________
 JX0090* NAD 83(1986)-  39 59 34.     (N)    080 21 02.     (W)     SCALED    
 JX0090* NAVD 88     -       356.702  (meters)    1170.28   (feet)  ADJUSTED  
 JX0090  ___________________________________________________________________
 JX0090  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 JX0090  DYNAMIC HT  -         356.499 (meters)    1169.61  (feet)  COMP
 JX0090  MODELED GRAV-     980,044.9   (mgal)                       NAVD 88
 JX0090
 JX0090  VERT ORDER  -  SECOND    CLASS 0
 JX0090
 JX0090.The horizontal coordinates were scaled from a topographic map and have
 JX0090.an estimated accuracy of +/- 6 seconds.
 JX0090
 JX0090.The orthometric height was determined by differential leveling
 JX0090.and adjusted by the National Geodetic Survey in June 1991..
 JX0090
 JX0090.The geoid height was determined by GEOID03.
 JX0090
 JX0090.The dynamic height is computed by dividing the NAVD 88
 JX0090.geopotential number by the normal gravity value computed on the
 JX0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0090.degrees latitude (g = 980.6199 gals.).
 JX0090
 JX0090.The modeled gravity was interpolated from observed gravity values.
 JX0090
 JX0090;                    North         East    Units  Estimated Accuracy
 JX0090;SPC PA S     -    76,490.      377,940.      MT  (+/- 180 meters Scaled)
 JX0090
 JX0090                          SUPERSEDED SURVEY CONTROL
 JX0090
 JX0090  NGVD 29 (??/??/92)  356.840  (m)         1170.73   (f) ADJ UNCH    2 0
 JX0090
 JX0090.Superseded values are not recommended for survey control.
 JX0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0090.See file dsdata.txt to determine how the superseded data were derived.
 JX0090
 JX0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE554271(NAD 83)
 JX0090_MARKER: DB = BENCH MARK DISK
 JX0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JX0090_SP_SET: CULVERT
 JX0090_STAMPING: C 207 1957
 JX0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX0090
 JX0090  HISTORY     - Date     Condition        Report By
 JX0090  HISTORY     - 1957     MONUMENTED       CGS
 JX0090
 JX0090                          STATION DESCRIPTION
 JX0090
 JX0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0090'1.7 MI SW FROM OLD CONCORD.
 JX0090'ABOUT 1.7 MILES SOUTHWEST ALONG STATE HIGHWAY 18 FROM THE POST
 JX0090'OFFICE AND HOPKINS STORE AT OLD CONCORD, ABOUT 0.7 MILE NORTHWEST
 JX0090'OF BEULAH COMMUNITY AND A CEMETERY, ABOUT 0.4 MILE SOUTHEAST OF
 JX0090'THE GREENE-WASHINGTON COUNTY LINE, IN THE TOP OF SOUTHEAST END OF
 JX0090'SOUTHWEST CONCRETE HEAD WALL OF A 6-FOOT SKEW CULVERT UNDER HIGHWAY,
 JX0090'12 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY AND 1 FOOT ABOVE
 JX0090'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0301 ***********************************************************************
 KY0301  DESIGNATION -  C 208
 KY0301  PID         -  KY0301
 KY0301  STATE/COUNTY-  PA/ALLEGHENY
 KY0301  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0301
 KY0301                         *CURRENT SURVEY CONTROL
 KY0301  ___________________________________________________________________
 KY0301* NAD 83(1986)-  40 24 08.     (N)    080 05 14.     (W)     SCALED    
 KY0301* NAVD 88     -       238.055  (meters)     781.02   (feet)  ADJUSTED  
 KY0301  ___________________________________________________________________
 KY0301  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KY0301  DYNAMIC HT  -         237.931 (meters)     780.61  (feet)  COMP
 KY0301  MODELED GRAV-     980,099.6   (mgal)                       NAVD 88
 KY0301
 KY0301  VERT ORDER  -  SECOND    CLASS 0
 KY0301
 KY0301.The horizontal coordinates were scaled from a topographic map and have
 KY0301.an estimated accuracy of +/- 6 seconds.
 KY0301
 KY0301.The orthometric height was determined by differential leveling
 KY0301.and adjusted by the National Geodetic Survey in June 1991..
 KY0301
 KY0301.The geoid height was determined by GEOID03.
 KY0301
 KY0301.The dynamic height is computed by dividing the NAVD 88
 KY0301.geopotential number by the normal gravity value computed on the
 KY0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0301.degrees latitude (g = 980.6199 gals.).
 KY0301
 KY0301.The modeled gravity was interpolated from observed gravity values.
 KY0301
 KY0301;                    North         East    Units  Estimated Accuracy
 KY0301;SPC PA S     -   121,310.      401,620.      MT  (+/- 180 meters Scaled)
 KY0301
 KY0301                          SUPERSEDED SURVEY CONTROL
 KY0301
 KY0301  NGVD 29 (??/??/92)  238.205  (m)          781.51   (f) ADJ UNCH    2 0
 KY0301
 KY0301.Superseded values are not recommended for survey control.
 KY0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0301.See file dsdata.txt to determine how the superseded data were derived.
 KY0301
 KY0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE774728(NAD 83)
 KY0301_MARKER: DB = BENCH MARK DISK
 KY0301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0301_SP_SET: ABUTMENT
 KY0301_STAMPING: C 208 1960
 KY0301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0301
 KY0301  HISTORY     - Date     Condition        Report By
 KY0301  HISTORY     - 1960     MONUMENTED       CGS
 KY0301  HISTORY     - 20020506 GOOD             PADT
 KY0301
 KY0301                          STATION DESCRIPTION
 KY0301
 KY0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0301'AT CARNEGIE.
 KY0301'AT CARNEGIE, ABOUT 0.25 MILE SOUTHEAST ALONG THIRD STREET FROM
 KY0301'THE JUNCTION OF WEST MAIN STREET, THENCE ABOUT 0.05 MILE
 KY0301'NORTHEAST TO THE SOUTHEAST END OF THE LARGER AND SOUTHWEST ONE
 KY0301'OF TWO STEEL RAILROAD BRIDGES OVER CHARTIERS CREEK, 12 FEET
 KY0301'SOUTHWEST OF THE SOUTHWEST RAIL, 11 YARDS NORTHEAST OF THE
 KY0301'NORTH CORNER OF A PARKING AREA FOR FIREMANS CLUB, IN TOP OF
 KY0301'THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF
 KY0301'PENNSYLVANIA RAILROAD STEEL BRIDGE NO. 0-47, AND ABOUT 1 FOOT
 KY0301'BELOW THE LEVEL OF THE TRACK.  NOTE-- THIS MARK CAN BE REACHED
 KY0301'BY GOING ABOUT 0.25 MILE SOUTHEAST ALONG RAILROAD TRACKS FROM
 KY0301'THE PENNSYLVANIA RAILROAD STATION.
 KY0301
 KY0301                          STATION RECOVERY (2002)
 KY0301
 KY0301'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (ADR)
 KY0301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0741 ***********************************************************************
 JU0741  DESIGNATION -  C 209
 JU0741  PID         -  JU0741
 JU0741  STATE/COUNTY-  PA/PHILADELPHIA
 JU0741  USGS QUAD   -  PHILADELPHIA (1994)
 JU0741
 JU0741                         *CURRENT SURVEY CONTROL
 JU0741  ___________________________________________________________________
 JU0741* NAD 83(1986)-  39 54 38.     (N)    075 09 42.     (W)     SCALED    
 JU0741* NAVD 88     -         4.455  (meters)      14.62   (feet)  ADJUSTED  
 JU0741  ___________________________________________________________________
 JU0741  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JU0741  DYNAMIC HT  -           4.453 (meters)      14.61  (feet)  COMP
 JU0741  MODELED GRAV-     980,183.2   (mgal)                       NAVD 88
 JU0741
 JU0741  VERT ORDER  -  FIRST     CLASS I
 JU0741
 JU0741.The horizontal coordinates were scaled from a topographic map and have
 JU0741.an estimated accuracy of +/- 6 seconds.
 JU0741
 JU0741.The orthometric height was determined by differential leveling
 JU0741.and adjusted by the National Geodetic Survey in June 1991..
 JU0741
 JU0741.The geoid height was determined by GEOID03.
 JU0741
 JU0741.The dynamic height is computed by dividing the NAVD 88
 JU0741.geopotential number by the normal gravity value computed on the
 JU0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0741.degrees latitude (g = 980.6199 gals.).
 JU0741
 JU0741.The modeled gravity was interpolated from observed gravity values.
 JU0741
 JU0741;                    North         East    Units  Estimated Accuracy
 JU0741;SPC PA S     -    67,340.      821,290.      MT  (+/- 180 meters Scaled)
 JU0741
 JU0741                          SUPERSEDED SURVEY CONTROL
 JU0741
 JU0741  NGVD 29 (??/??/??)    4.763  (m)           15.63   (f) ADJUSTED    1 1
 JU0741
 JU0741.Superseded values are not recommended for survey control.
 JU0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0741.See file dsdata.txt to determine how the superseded data were derived.
 JU0741
 JU0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK861178(NAD 83)
 JU0741_MARKER: DB = BENCH MARK DISK
 JU0741_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU0741_SP_SET: 64 FEET
 JU0741_STAMPING: C 209 1963
 JU0741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0741
 JU0741  HISTORY     - Date     Condition        Report By
 JU0741  HISTORY     - 1963     MONUMENTED       CGS
 JU0741  HISTORY     - 1964     GOOD             CGS
 JU0741  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0741
 JU0741                          STATION DESCRIPTION
 JU0741
 JU0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0741'IN PHILADELPHIA.
 JU0741'AT PHILDELPHIA, IN THE SOUTHERN SECTION OF THE CITY, ALONG
 JU0741'PACKER AVENUE, AT THE INTERSECTION OF 7TH STREET, 18.5 FEET
 JU0741'NORTHWEST OF NORTHWEST CURB OF STREET, 9.2 FEET NORTHEAST OF
 JU0741'NORTHEAST CURB OF AVENUE, 4 FEET NORTHWEST OF THE SOUTH CORNER OF
 JU0741'A FENCE, 1 FOOT SOUTHWEST OF A FENCE LINE, 10 1/2 FEET NORTH OF A
 JU0741'POLE SUPPORTING A SIGNAL LIGHT, 1.5 FEET SOUTHEAST OF A STEEL
 JU0741'WITNESS POST, 1 FOOT ABOVE LEVEL OF AVENUE, AND IS A DISK ON A
 JU0741'COPPER COATED STEEL ROD FLUSH WITH GROUND AND PROTECTED BY A 6-INCH
 JU0741'TILE WHICH PROJECTS 2 INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF
 JU0741'64 FEET.
 JU0741
 JU0741                          STATION RECOVERY (1979)
 JU0741
 JU0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0741'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2334 ***********************************************************************
 KW2334  DESIGNATION -  C 21
 KW2334  PID         -  KW2334
 KW2334  STATE/COUNTY-  PA/CENTRE
 KW2334  USGS QUAD   -  STATE COLLEGE (1987)
 KW2334
 KW2334                         *CURRENT SURVEY CONTROL
 KW2334  ___________________________________________________________________
 KW2334* NAD 83(1986)-  40 47 36.     (N)    077 51 53.     (W)     SCALED    
 KW2334* NAVD 88     -       354.832  (meters)    1164.14   (feet)  ADJUSTED  
 KW2334  ___________________________________________________________________
 KW2334  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KW2334  DYNAMIC HT  -         354.655 (meters)    1163.56  (feet)  COMP
 KW2334  MODELED GRAV-     980,116.2   (mgal)                       NAVD 88
 KW2334
 KW2334  VERT ORDER  -  SECOND    CLASS I
 KW2334
 KW2334.The horizontal coordinates were scaled from a topographic map and have
 KW2334.an estimated accuracy of +/- 6 seconds.
 KW2334
 KW2334.The orthometric height was determined by differential leveling
 KW2334.and adjusted by the National Geodetic Survey in August 2002..
 KW2334
 KW2334.The geoid height was determined by GEOID03.
 KW2334
 KW2334.The dynamic height is computed by dividing the NAVD 88
 KW2334.geopotential number by the normal gravity value computed on the
 KW2334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2334.degrees latitude (g = 980.6199 gals.).
 KW2334
 KW2334.The modeled gravity was interpolated from observed gravity values.
 KW2334
 KW2334;                    North         East    Units  Estimated Accuracy
 KW2334;SPC PA N     -    69,600.      590,320.      MT  (+/- 180 meters Scaled)
 KW2334
 KW2334                          SUPERSEDED SURVEY CONTROL
 KW2334
 KW2334  NAVD 88 (06/15/91)  354.824  (m)         1164.12   (f) UNKNOWN     2 0
 KW2334  NGVD 29 (??/??/??)  355.027  (m)         1164.78   (f) ADJUSTED    2 0
 KW2334
 KW2334.Superseded values are not recommended for survey control.
 KW2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2334.See file dsdata.txt to determine how the superseded data were derived.
 KW2334
 KW2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL583197(NAD 83)
 KW2334_MARKER: DB = BENCH MARK DISK
 KW2334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2334_SP_SET: PARAPET
 KW2334_STAMPING: C 21 1925
 KW2334_MARK LOGO: USGS  
 KW2334_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW2334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW2334+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2001
 KW2334
 KW2334  HISTORY     - Date     Condition        Report By
 KW2334  HISTORY     - UNK      MONUMENTED       USGS
 KW2334  HISTORY     - 1934     GOOD             CGS
 KW2334  HISTORY     - 1976     GOOD             PADT
 KW2334  HISTORY     - 19960504 GOOD             USPSQD
 KW2334  HISTORY     - 20000801 GOOD             PADT
 KW2334  HISTORY     - 20010905 GOOD             NGS
 KW2334
 KW2334                          STATION DESCRIPTION
 KW2334
 KW2334'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW2334'AT STATE COLLEGE.
 KW2334'AT STATE COLLEGE, CENTRE COUNTY, AT THE SOUTH SIDE OF THE
 KW2334'MECHANICAL ENGINEERING LABORATORY BUILDING, AND IN THE NORTH
 KW2334'PARAPET OF THE STEPS.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 KW2334'DISK, STAMPED C 21.
 KW2334
 KW2334                          STATION RECOVERY (1976)
 KW2334
 KW2334'RECOVERY NOTE BY PA DEPT OF TRANSP 1976
 KW2334'RECOVERED IN GOOD CONDITION.
 KW2334
 KW2334                          STATION RECOVERY (1996)
 KW2334
 KW2334'RECOVERY NOTE BY US POWER SQUADRON 1996
 KW2334'RECOVERED IN GOOD CONDITION.
 KW2334
 KW2334                          STATION RECOVERY (2000)
 KW2334
 KW2334'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 KW2334'RECOVERED IN GOOD CONDITION.
 KW2334
 KW2334                          STATION RECOVERY (2001)
 KW2334
 KW2334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JMW)
 KW2334'IN STATE COLLEGE, ON THE PENN STATE UNIVERSITY CAMPUS, AT THE
 KW2334'INTERSECTION OF COLLEGE
 KW2334'AVENUE AND BURROWS STREET, SET ON TOP OF AND 0.4 M EAST OF THE
 KW2334'SOUTHWEST END OF THE
 KW2334'NORTHWEST STONE PARAPET OF THE STEPS AT THE SOUTH ENTRANCE TO THE
 KW2334'REBER BUILDING,
 KW2334'92.5 M NORTHWEST OF THE AVENUE CENTER, 12.9 M NORTHEAST OF THE STREET
 KW2334'CENTER, AND 1.3 M
 KW2334'ABOVE THE LEVEL OF THE STREET.  NOTE--THE MARK IS ON PROPERTY OWNED BY
 KW2334'PENN STATE
 KW2334'UNIVERSITY, UNIVERSITY PARK, PA 16802.
 KW2334'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0159 ***********************************************************************
 KX0159  DESIGNATION -  C 21
 KX0159  PID         -  KX0159
 KX0159  STATE/COUNTY-  PA/CLEARFIELD
 KX0159  USGS QUAD   -  WALLACETON (1993)
 KX0159
 KX0159                         *CURRENT SURVEY CONTROL
 KX0159  ___________________________________________________________________
 KX0159* NAD 83(1986)-  40 59 47.     (N)    078 20 14.     (W)     SCALED    
 KX0159* NAVD 88     -       461.243  (meters)    1513.26   (feet)  ADJUSTED  
 KX0159  ___________________________________________________________________
 KX0159  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KX0159  DYNAMIC HT  -         461.010 (meters)    1512.50  (feet)  COMP
 KX0159  MODELED GRAV-     980,105.2   (mgal)                       NAVD 88
 KX0159
 KX0159  VERT ORDER  -  FIRST     CLASS II
 KX0159
 KX0159.The horizontal coordinates were scaled from a topographic map and have
 KX0159.an estimated accuracy of +/- 6 seconds.
 KX0159
 KX0159.The orthometric height was determined by differential leveling
 KX0159.and adjusted by the National Geodetic Survey in June 1991..
 KX0159
 KX0159.The geoid height was determined by GEOID03.
 KX0159
 KX0159.The dynamic height is computed by dividing the NAVD 88
 KX0159.geopotential number by the normal gravity value computed on the
 KX0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0159.degrees latitude (g = 980.6199 gals.).
 KX0159
 KX0159.The modeled gravity was interpolated from observed gravity values.
 KX0159
 KX0159;                    North         East    Units  Estimated Accuracy
 KX0159;SPC PA N     -    92,310.      550,590.      MT  (+/- 180 meters Scaled)
 KX0159
 KX0159                          SUPERSEDED SURVEY CONTROL
 KX0159
 KX0159  NGVD 29 (??/??/92)  461.40   (m)         1513.8    (f) COMPUTED    1 2
 KX0159
 KX0159.Superseded values are not recommended for survey control.
 KX0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0159.See file dsdata.txt to determine how the superseded data were derived.
 KX0159
 KX0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF239417(NAD 83)
 KX0159_MARKER: DB = BENCH MARK DISK
 KX0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0159_STAMPING: C 21 1934
 KX0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0159+STABILITY: SURFACE MOTION
 KX0159
 KX0159  HISTORY     - Date     Condition        Report By
 KX0159  HISTORY     - 1934     MONUMENTED       CGS
 KX0159  HISTORY     - 1966     MARK NOT FOUND   NGS
 KX0159  HISTORY     - 19920914 MARK NOT FOUND   USGS
 KX0159
 KX0159                          STATION DESCRIPTION
 KX0159
 KX0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0159'6.7 MI S FROM CLEARFIELD.
 KX0159'6.7 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0159'STATION AT CLEARFIELD, CLEARFIELD COUNTY, ABOUT 0.6 MILE SOUTH OF
 KX0159'THE STATION AT WOODLAND, ABOUT 1,543 FEET SOUTH OF MILEPOST 34, 78
 KX0159'FEET WEST OF THE HOUSE OWNED BY OSCAR HULL, 58 FEET SOUTH OF
 KX0159'THE GRADE CROSSING OF THE ROAD LEADING FROM U.S. HIGHWAY 322 TO
 KX0159'THE HULL PROPERTY, 15 FEET WEST OF THE CENTER LINE OF THE TRACK,
 KX0159'AND 1-1/4 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 KX0159'STAMPED C 21 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- A
 KX0159'DITCH HAS BEEN DUG AT THE DESCRIBED LOCATION OF THE MARK.
 KX0159
 KX0159                          STATION RECOVERY (1992)
 KX0159
 KX0159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 KX0159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2699 ***********************************************************************
 KW2699  DESIGNATION -  C 213
 KW2699  PID         -  KW2699
 KW2699  STATE/COUNTY-  PA/SCHUYLKILL
 KW2699  USGS QUAD   -  POTTSVILLE (1994)
 KW2699
 KW2699                         *CURRENT SURVEY CONTROL
 KW2699  ___________________________________________________________________
 KW2699* NAD 83(1986)-  40 41 09.     (N)    076 10 41.     (W)     SCALED    
 KW2699* NAVD 88     -       192.141  (meters)     630.38   (feet)  ADJUSTED  
 KW2699  ___________________________________________________________________
 KW2699  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KW2699  DYNAMIC HT  -         192.048 (meters)     630.08  (feet)  COMP
 KW2699  MODELED GRAV-     980,134.5   (mgal)                       NAVD 88
 KW2699
 KW2699  VERT ORDER  -  SECOND    CLASS I
 KW2699
 KW2699.The horizontal coordinates were scaled from a topographic map and have
 KW2699.an estimated accuracy of +/- 6 seconds.
 KW2699
 KW2699.The orthometric height was determined by differential leveling
 KW2699.and adjusted by the National Geodetic Survey in June 1991..
 KW2699
 KW2699.The geoid height was determined by GEOID03.
 KW2699
 KW2699.The dynamic height is computed by dividing the NAVD 88
 KW2699.geopotential number by the normal gravity value computed on the
 KW2699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2699.degrees latitude (g = 980.6199 gals.).
 KW2699
 KW2699.The modeled gravity was interpolated from observed gravity values.
 KW2699
 KW2699;                    North         East    Units  Estimated Accuracy
 KW2699;SPC PA S     -   151,360.      732,870.      MT  (+/- 180 meters Scaled)
 KW2699
 KW2699                          SUPERSEDED SURVEY CONTROL
 KW2699
 KW2699  NGVD 29 (??/??/??)  192.354  (m)          631.08   (f) ADJUSTED    2 1
 KW2699
 KW2699.Superseded values are not recommended for survey control.
 KW2699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2699.See file dsdata.txt to determine how the superseded data were derived.
 KW2699
 KW2699_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL004045(NAD 83)
 KW2699_MARKER: DB = BENCH MARK DISK
 KW2699_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2699_SP_SET: FOUNDATION
 KW2699_STAMPING: C 213 1975
 KW2699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2699_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW2699+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2006
 KW2699
 KW2699  HISTORY     - Date     Condition        Report By
 KW2699  HISTORY     - 1975     MONUMENTED       NGS
 KW2699  HISTORY     - 20060507 GOOD             GEOCAC
 KW2699
 KW2699                          STATION DESCRIPTION
 KW2699
 KW2699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 KW2699'0.80 MI NE FROM POTTSVILLE.
 KW2699'0.80 MILES NORTHEAST ALONG THE READING CO. RAILWAY FROM STATE HIGHWAY
 KW2699'61 OVERPASS AT POTTSVILLE, ABOUT 0.10 MILE EAST OF A POWER LINE
 KW2699'CROSSING, 34.2 FEET SOUTH OF THE SOUTH RAIL, 13.2 FEET SOUTH OF THE
 KW2699'SOUTH EDGE OF THE MOST NORTHERLY ONE OF TWO SEWER DRAIN MANHOLE
 KW2699'COVERS, 12.7 FEET WEST OF A CONCRETE CULVERT, IN THE TOP AND ON THE
 KW2699'SOUTH SIDE OF THE MOST SOUTHERLY CONCRETE FOUNDATION FOR THE TWO
 KW2699'MANHOLE COVERS AND ABOUT 4 FEET ABOVE THE LEVEL OF THE RAILS.
 KW2699
 KW2699                          STATION RECOVERY (2006)
 KW2699
 KW2699'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW2699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0367 ***********************************************************************
 LZ0367  DESIGNATION -  C 217
 LZ0367  PID         -  LZ0367
 LZ0367  STATE/COUNTY-  PA/LYCOMING
 LZ0367  USGS QUAD   -  MONTOURSVILLE SOUTH (1994)
 LZ0367
 LZ0367                         *CURRENT SURVEY CONTROL
 LZ0367  ___________________________________________________________________
 LZ0367* NAD 83(1986)-  41 14 47.     (N)    076 57 24.     (W)     SCALED    
 LZ0367* NAVD 88     -       157.356  (meters)     516.26   (feet)  ADJUSTED  
 LZ0367  ___________________________________________________________________
 LZ0367  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 LZ0367  DYNAMIC HT  -         157.287 (meters)     516.03  (feet)  COMP
 LZ0367  MODELED GRAV-     980,178.9   (mgal)                       NAVD 88
 LZ0367
 LZ0367  VERT ORDER  -  SECOND    CLASS 0
 LZ0367
 LZ0367.The horizontal coordinates were scaled from a topographic map and have
 LZ0367.an estimated accuracy of +/- 6 seconds.
 LZ0367
 LZ0367.The orthometric height was determined by differential leveling
 LZ0367.and adjusted by the National Geodetic Survey in June 1991..
 LZ0367
 LZ0367.The geoid height was determined by GEOID03.
 LZ0367
 LZ0367.The dynamic height is computed by dividing the NAVD 88
 LZ0367.geopotential number by the normal gravity value computed on the
 LZ0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0367.degrees latitude (g = 980.6199 gals.).
 LZ0367
 LZ0367.The modeled gravity was interpolated from observed gravity values.
 LZ0367
 LZ0367;                    North         East    Units  Estimated Accuracy
 LZ0367;SPC PA N     -   120,210.      666,500.      MT  (+/- 180 meters Scaled)
 LZ0367
 LZ0367                          SUPERSEDED SURVEY CONTROL
 LZ0367
 LZ0367  NGVD 29 (??/??/92)  157.571  (m)          516.96   (f) ADJ UNCH    2 0
 LZ0367
 LZ0367.Superseded values are not recommended for survey control.
 LZ0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0367.See file dsdata.txt to determine how the superseded data were derived.
 LZ0367
 LZ0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL360679(NAD 83)
 LZ0367_MARKER: DD = SURVEY DISK
 LZ0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0367_SP_SET: CULVERT
 LZ0367_STAMPING: 217 C 1962
 LZ0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0367
 LZ0367  HISTORY     - Date     Condition        Report By
 LZ0367  HISTORY     - 1962     MONUMENTED       CGS
 LZ0367  HISTORY     - 1966     GOOD             NGS
 LZ0367
 LZ0367                          STATION DESCRIPTION
 LZ0367
 LZ0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LZ0367'2.2 MI E FROM WILLIAMSPORT.
 LZ0367'A STANDARD DISK CEMENTED IN A DRILLHOLE IN THE EAST END OF
 LZ0367'CONCRETE CULVERT ON THE NORTH SIDE OF THE PHILADELPHIA AND
 LZ0367'READING RAILROAD ABOUT 2 1/4 MILES EAST OF THE POST OFFICE IN
 LZ0367'WILLIAMSPORT, 24 FEET NORTH OF THE NORTH RAIL AND ABOUT 8 FEET
 LZ0367'LOWER THAN THE TOP OF RAIL.
 LZ0367
 LZ0367                          STATION RECOVERY (1966)
 LZ0367
 LZ0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 LZ0367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0682 ***********************************************************************
 KX0682  DESIGNATION -  C 22
 KX0682  PID         -  KX0682
 KX0682  STATE/COUNTY-  PA/JEFFERSON
 KX0682  USGS QUAD   -  PUNXSUTAWNEY (1994)
 KX0682
 KX0682                         *CURRENT SURVEY CONTROL
 KX0682  ___________________________________________________________________
 KX0682* NAD 83(1986)-  40 56 11.     (N)    078 56 02.     (W)     SCALED    
 KX0682* NAVD 88     -       381.256  (meters)    1250.84   (feet)  ADJUSTED  
 KX0682  ___________________________________________________________________
 KX0682  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KX0682  DYNAMIC HT  -         381.067 (meters)    1250.22  (feet)  COMP
 KX0682  MODELED GRAV-     980,117.6   (mgal)                       NAVD 88
 KX0682
 KX0682  VERT ORDER  -  SECOND    CLASS 0
 KX0682
 KX0682.The horizontal coordinates were scaled from a topographic map and have
 KX0682.an estimated accuracy of +/- 6 seconds.
 KX0682
 KX0682.The orthometric height was determined by differential leveling
 KX0682.and adjusted by the National Geodetic Survey in June 1991..
 KX0682
 KX0682.The geoid height was determined by GEOID03.
 KX0682
 KX0682.The dynamic height is computed by dividing the NAVD 88
 KX0682.geopotential number by the normal gravity value computed on the
 KX0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0682.degrees latitude (g = 980.6199 gals.).
 KX0682
 KX0682.The modeled gravity was interpolated from observed gravity values.
 KX0682
 KX0682;                    North         East    Units  Estimated Accuracy
 KX0682;SPC PA N     -    86,160.      500,300.      MT  (+/- 180 meters Scaled)
 KX0682
 KX0682                          SUPERSEDED SURVEY CONTROL
 KX0682
 KX0682  NGVD 29 (??/??/92)  381.413  (m)         1251.35   (f) ADJ UNCH    2 0
 KX0682
 KX0682.Superseded values are not recommended for survey control.
 KX0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0682.See file dsdata.txt to determine how the superseded data were derived.
 KX0682
 KX0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF739337(NAD 83)
 KX0682_MARKER: DB = BENCH MARK DISK
 KX0682_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0682_SP_SET: BRIDGE
 KX0682_STAMPING: C 22 1934
 KX0682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0682
 KX0682  HISTORY     - Date     Condition        Report By
 KX0682  HISTORY     - 1934     MONUMENTED       CGS
 KX0682
 KX0682                          STATION DESCRIPTION
 KX0682
 KX0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KX0682'2 MI E FROM PUNXSUTAWNEY.
 KX0682'2.0 MILES EAST ALONG STATE HIGHWAY 36 FROM PUNXSUTAWNEY,
 KX0682'JEFFERSON COUNTY, 0.1 MILE EAST OF HIGHWAY STATION 000+00, AT
 KX0682'THE 60-FOOT SPAN CONCRETE BRIDGE OVER CANOE CREEK, IN THE TOP
 KX0682'OF THE SOUTHEAST WING WALL, 6 INCHES EAST OF THE SOUTH ABUTMENT,
 KX0682'14 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE
 KX0682'HIGHWAY.  A STANDARD DISK, STAMPED C 22 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1069 ***********************************************************************
 MA1069  DESIGNATION -  C 221
 MA1069  PID         -  MA1069
 MA1069  STATE/COUNTY-  PA/CLARION
 MA1069  USGS QUAD   -  STRATTANVILLE (1981)
 MA1069
 MA1069                         *CURRENT SURVEY CONTROL
 MA1069  ___________________________________________________________________
 MA1069* NAD 83(1986)-  41 10 59.     (N)    079 19 46.     (W)     SCALED    
 MA1069* NAVD 88     -       432.868  (meters)    1420.17   (feet)  ADJUSTED  
 MA1069  ___________________________________________________________________
 MA1069  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 MA1069  DYNAMIC HT  -         432.667 (meters)    1419.51  (feet)  COMP
 MA1069  MODELED GRAV-     980,147.1   (mgal)                       NAVD 88
 MA1069
 MA1069  VERT ORDER  -  SECOND    CLASS 0
 MA1069
 MA1069.The horizontal coordinates were scaled from a topographic map and have
 MA1069.an estimated accuracy of +/- 6 seconds.
 MA1069
 MA1069.The orthometric height was determined by differential leveling
 MA1069.and adjusted by the National Geodetic Survey in June 1991..
 MA1069
 MA1069.The geoid height was determined by GEOID03.
 MA1069
 MA1069.The dynamic height is computed by dividing the NAVD 88
 MA1069.geopotential number by the normal gravity value computed on the
 MA1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1069.degrees latitude (g = 980.6199 gals.).
 MA1069
 MA1069.The modeled gravity was interpolated from observed gravity values.
 MA1069
 MA1069;                    North         East    Units  Estimated Accuracy
 MA1069;SPC PA N     -   114,080.      467,490.      MT  (+/- 180 meters Scaled)
 MA1069
 MA1069                          SUPERSEDED SURVEY CONTROL
 MA1069
 MA1069  NGVD 29 (??/??/92)  433.025  (m)         1420.68   (f) ADJ UNCH    2 0
 MA1069
 MA1069.Superseded values are not recommended for survey control.
 MA1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1069.See file dsdata.txt to determine how the superseded data were derived.
 MA1069
 MA1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF401604(NAD 83)
 MA1069_MARKER: DB = BENCH MARK DISK
 MA1069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1069_SP_SET: STEP
 MA1069_STAMPING: C 221 1958
 MA1069_MAGNETIC: N = NO MAGNETIC MATERIAL
 MA1069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1069
 MA1069  HISTORY     - Date     Condition        Report By
 MA1069  HISTORY     - 1958     MONUMENTED       CGS
 MA1069  HISTORY     - 19970929 GOOD             GWINEN
 MA1069
 MA1069                          STATION DESCRIPTION
 MA1069
 MA1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA1069'1.4 MI S FROM STRATTANVILLE.
 MA1069'ABOUT 1.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 MA1069'AT STRATTANVILLE.  ABOUT 6-INCHES WEST OF THE EAST END OF THE
 MA1069'SOUTH WALL OF THE CONCRETE STEPS A LEADING TO THE BASEMENT OF THE
 MA1069'REHOBOTH PRESPETERIAN CHURCH AND 8.5 FEET EAST OF EAST END OF
 MA1069'THE BUILDING.
 MA1069
 MA1069                          STATION RECOVERY (1997)
 MA1069
 MA1069'RECOVERY NOTE BY GWIN ENGINEERS INC. 1997 (DGE)
 MA1069'STATION WAS FOUND AS DESCRIBED, HOWEVER THE CHURCH HAS SINCE
 MA1069'CONSTRUCTED A COVERED ENTRANCE ON THE STEP WALL.  DISK CAN BE SEEN IF
 MA1069'YOU LOOK UNDER BASE OF FRAME WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1042 ***********************************************************************
 MA1042  DESIGNATION -  C 222
 MA1042  PID         -  MA1042
 MA1042  STATE/COUNTY-  PA/JEFFERSON
 MA1042  USGS QUAD   -  BROOKVILLE (1969)
 MA1042
 MA1042                         *CURRENT SURVEY CONTROL
 MA1042  ___________________________________________________________________
 MA1042* NAD 83(1986)-  41 09 36.     (N)    079 04 28.     (W)     SCALED    
 MA1042* NAVD 88     -       372.363  (meters)    1221.66   (feet)  ADJUSTED  
 MA1042  ___________________________________________________________________
 MA1042  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 MA1042  DYNAMIC HT  -         372.190 (meters)    1221.09  (feet)  COMP
 MA1042  MODELED GRAV-     980,149.4   (mgal)                       NAVD 88
 MA1042
 MA1042  VERT ORDER  -  SECOND    CLASS 0
 MA1042
 MA1042.The horizontal coordinates were scaled from a topographic map and have
 MA1042.an estimated accuracy of +/- 6 seconds.
 MA1042
 MA1042.The orthometric height was determined by differential leveling
 MA1042.and adjusted by the National Geodetic Survey in June 1991..
 MA1042
 MA1042.The geoid height was determined by GEOID03.
 MA1042
 MA1042.The dynamic height is computed by dividing the NAVD 88
 MA1042.geopotential number by the normal gravity value computed on the
 MA1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1042.degrees latitude (g = 980.6199 gals.).
 MA1042
 MA1042.The modeled gravity was interpolated from observed gravity values.
 MA1042
 MA1042;                    North         East    Units  Estimated Accuracy
 MA1042;SPC PA N     -   111,160.      488,850.      MT  (+/- 180 meters Scaled)
 MA1042
 MA1042                          SUPERSEDED SURVEY CONTROL
 MA1042
 MA1042  NGVD 29 (??/??/92)  372.505  (m)         1222.13   (f) ADJ UNCH    2 0
 MA1042
 MA1042.Superseded values are not recommended for survey control.
 MA1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1042.See file dsdata.txt to determine how the superseded data were derived.
 MA1042
 MA1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF615583(NAD 83)
 MA1042_MARKER: DB = BENCH MARK DISK
 MA1042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1042_SP_SET: BRIDGE
 MA1042_STAMPING: C 222 1958
 MA1042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1042
 MA1042  HISTORY     - Date     Condition        Report By
 MA1042  HISTORY     - 1958     MONUMENTED       CGS
 MA1042
 MA1042                          STATION DESCRIPTION
 MA1042
 MA1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA1042'AT BROOKVILLE.
 MA1042'ABOUT 0.3 MILE EAST ALONG U.S. HIGHWAY 322 FROM THE COURTHOUSE
 MA1042'IN BROOKVILLE, IN THE NORTH HEADWALL OF THE CONCRETE BRIDGE OVER
 MA1042'NORTH FORK REDBANK CREEK, 8-INCHES EAST OF WEST END AND ABOUT
 MA1042'2.0 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0377 ***********************************************************************
 MB0377  DESIGNATION -  C 223
 MB0377  PID         -  MB0377
 MB0377  STATE/COUNTY-  PA/MERCER
 MB0377  USGS QUAD   -  MERCER (1990)
 MB0377
 MB0377                         *CURRENT SURVEY CONTROL
 MB0377  ___________________________________________________________________
 MB0377* NAD 83(1986)-  41 11 31.     (N)    080 10 47.     (W)     SCALED    
 MB0377* NAVD 88     -       373.012  (meters)    1223.79   (feet)  ADJUSTED  
 MB0377  ___________________________________________________________________
 MB0377  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MB0377  DYNAMIC HT  -         372.839 (meters)    1223.22  (feet)  COMP
 MB0377  MODELED GRAV-     980,151.2   (mgal)                       NAVD 88
 MB0377
 MB0377  VERT ORDER  -  SECOND    CLASS 0
 MB0377
 MB0377.The horizontal coordinates were scaled from a topographic map and have
 MB0377.an estimated accuracy of +/- 6 seconds.
 MB0377
 MB0377.The orthometric height was determined by differential leveling
 MB0377.and adjusted by the National Geodetic Survey in June 1991..
 MB0377
 MB0377.The geoid height was determined by GEOID03.
 MB0377
 MB0377.The dynamic height is computed by dividing the NAVD 88
 MB0377.geopotential number by the normal gravity value computed on the
 MB0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0377.degrees latitude (g = 980.6199 gals.).
 MB0377
 MB0377.The modeled gravity was interpolated from observed gravity values.
 MB0377
 MB0377;                    North         East    Units  Estimated Accuracy
 MB0377;SPC PA N     -   116,720.      396,200.      MT  (+/- 180 meters Scaled)
 MB0377
 MB0377                          SUPERSEDED SURVEY CONTROL
 MB0377
 MB0377  NGVD 29 (??/??/92)  373.148  (m)         1224.24   (f) ADJ UNCH    2 0
 MB0377
 MB0377.Superseded values are not recommended for survey control.
 MB0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0377.See file dsdata.txt to determine how the superseded data were derived.
 MB0377
 MB0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF687603(NAD 83)
 MB0377_MARKER: DB = BENCH MARK DISK
 MB0377_SETTING: 66 = SET IN ROCK OUTCROP
 MB0377_SP_SET: ROCK OUTCROP
 MB0377_STAMPING: C 223 1958
 MB0377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MB0377+STABILITY: POSITION/ELEVATION WELL
 MB0377
 MB0377  HISTORY     - Date     Condition        Report By
 MB0377  HISTORY     - 1958     MONUMENTED       CGS
 MB0377
 MB0377                          STATION DESCRIPTION
 MB0377
 MB0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MB0377'6 MI SE FROM MERCER.
 MB0377'ABOUT 3.0 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MB0377'STATION AT MERCER THENCE SOUTHERLY ON PAVED ROAD FOR 0.1 MILE,
 MB0377'THENCE EASTERLY FOR 0.15 MILE, THENCE NORTHERLY ALONG A GRAVELED
 MB0377'ROAD FOR 0.65 MILE, THENCE EAST ON A GRAVELED ROAD FOR 0.8
 MB0377'MILE TO JUNCTION OF STATE HIGHWAY 258, THENCE SOUTHEAST 0.2 MILE,
 MB0377'THENCE EAST ON A GRAVELED ROAD FOR 1.1 MILES.  IT IS IN AN
 MB0377'OUTCROP OF ROCK, AMID A SMALL AREA OF OUTCROPPING ROCKS AND
 MB0377'ABOUT FLUSH WITH THE GROUND, 15.0 FEET SOUTH OF THE WITNESS
 MB0377'POST, 27.0 FEET SOUTH OF CENTER LINE OF THE ROAD AND 42.0 FEET
 MB0377'WEST OF A LONE WALNUT TREE, A DISK IN DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1788 ***********************************************************************
 KV1788  DESIGNATION -  C 224
 KV1788  PID         -  KV1788
 KV1788  STATE/COUNTY-  PA/MONROE
 KV1788  USGS QUAD   -  STROUDSBURG (1975)
 KV1788
 KV1788                         *CURRENT SURVEY CONTROL
 KV1788  ___________________________________________________________________
 KV1788* NAD 83(1986)-  40 59 30.     (N)    075 14 23.     (W)     SCALED    
 KV1788* NAVD 88     -       197.623  (meters)     648.37   (feet)  ADJUSTED  
 KV1788  ___________________________________________________________________
 KV1788  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KV1788  DYNAMIC HT  -         197.533 (meters)     648.07  (feet)  COMP
 KV1788  MODELED GRAV-     980,164.4   (mgal)                       NAVD 88
 KV1788
 KV1788  VERT ORDER  -  SECOND    CLASS 0
 KV1788
 KV1788.The horizontal coordinates were scaled from a topographic map and have
 KV1788.an estimated accuracy of +/- 6 seconds.
 KV1788
 KV1788.The orthometric height was determined by differential leveling
 KV1788.and adjusted by the National Geodetic Survey in June 1991..
 KV1788
 KV1788.The geoid height was determined by GEOID03.
 KV1788
 KV1788.The dynamic height is computed by dividing the NAVD 88
 KV1788.geopotential number by the normal gravity value computed on the
 KV1788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1788.degrees latitude (g = 980.6199 gals.).
 KV1788
 KV1788.The modeled gravity was interpolated from observed gravity values.
 KV1788
 KV1788;                    North         East    Units  Estimated Accuracy
 KV1788;SPC PA N     -    94,680.      811,200.      MT  (+/- 180 meters Scaled)
 KV1788
 KV1788                          SUPERSEDED SURVEY CONTROL
 KV1788
 KV1788  NGVD 29 (??/??/??)  197.803  (m)          648.96   (f) ADJUSTED    2 0
 KV1788
 KV1788.Superseded values are not recommended for survey control.
 KV1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1788.See file dsdata.txt to determine how the superseded data were derived.
 KV1788
 KV1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL798378(NAD 83)
 KV1788_MARKER: DB = BENCH MARK DISK
 KV1788_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1788_SP_SET: CULVERT
 KV1788_STAMPING: C 224 1958
 KV1788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1788
 KV1788  HISTORY     - Date     Condition        Report By
 KV1788  HISTORY     - 1958     MONUMENTED       CGS
 KV1788  HISTORY     - 20030505 POOR             PADT
 KV1788  HISTORY     - 20030507 POOR             PADT
 KV1788
 KV1788                          STATION DESCRIPTION
 KV1788
 KV1788'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KV1788'2.4 MI NW FROM STROUDSBURG.
 KV1788'2.4 MILES NORTH WEST ALONG STATE HY. 611 FROM THE JUNCTION OF
 KV1788'U.S. HY. 209 AND STATE HY. 611 IN STROUDSBURG, SET IN THE WING
 KV1788'WALL OF A CULVERT UNDER HY. 611, 1 FOOT NORTH EAST OF THE SOUTH
 KV1788'WEST END OF THE SOUTH EAST WING WALL OF A 1 1/2 FOOT CULVERT
 KV1788'BETWEEN THE RESIDENCE OF JOHN W. HARL AND D.E. YOUNG, 40 FEET
 KV1788'NORTH EAST OF THE CENTERLINE OF THE HIGHWAY AND ABOUT 8 FEET
 KV1788'BELOW THE LEVEL OF THE HIGHWAY.
 KV1788
 KV1788                          STATION RECOVERY (2003)
 KV1788
 KV1788'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (PJN)
 KV1788'DISK REMOVED
 KV1788
 KV1788                          STATION RECOVERY (2003)
 KV1788
 KV1788'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 KV1788'HEADWALL FOUND, DISK HAS BEEN REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1498 ***********************************************************************
 LY1498  DESIGNATION -  C 225
 LY1498  PID         -  LY1498
 LY1498  STATE/COUNTY-  PA/MONROE
 LY1498  USGS QUAD   -  BLAKESLEE (1992)
 LY1498
 LY1498                         *CURRENT SURVEY CONTROL
 LY1498  ___________________________________________________________________
 LY1498* NAD 83(1986)-  41 05 16.     (N)    075 35 14.     (W)     SCALED    
 LY1498* NAVD 88     -       497.232  (meters)    1631.34   (feet)  ADJUSTED  
 LY1498  ___________________________________________________________________
 LY1498  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 LY1498  DYNAMIC HT  -         496.984 (meters)    1630.52  (feet)  COMP
 LY1498  MODELED GRAV-     980,110.7   (mgal)                       NAVD 88
 LY1498
 LY1498  VERT ORDER  -  SECOND    CLASS 0
 LY1498
 LY1498.The horizontal coordinates were scaled from a topographic map and have
 LY1498.an estimated accuracy of +/- 6 seconds.
 LY1498
 LY1498.The orthometric height was determined by differential leveling
 LY1498.and adjusted by the National Geodetic Survey in June 1991..
 LY1498
 LY1498.The geoid height was determined by GEOID03.
 LY1498
 LY1498.The dynamic height is computed by dividing the NAVD 88
 LY1498.geopotential number by the normal gravity value computed on the
 LY1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1498.degrees latitude (g = 980.6199 gals.).
 LY1498
 LY1498.The modeled gravity was interpolated from observed gravity values.
 LY1498
 LY1498;                    North         East    Units  Estimated Accuracy
 LY1498;SPC PA N     -   104,560.      781,700.      MT  (+/- 180 meters Scaled)
 LY1498
 LY1498                          SUPERSEDED SURVEY CONTROL
 LY1498
 LY1498  NGVD 29 (??/??/92)  497.423  (m)         1631.96   (f) ADJ UNCH    2 0
 LY1498
 LY1498.Superseded values are not recommended for survey control.
 LY1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1498.See file dsdata.txt to determine how the superseded data were derived.
 LY1498
 LY1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL506486(NAD 83)
 LY1498_MARKER: DB = BENCH MARK DISK
 LY1498_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1498_SP_SET: CULVERT
 LY1498_STAMPING: C 225 1958
 LY1498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY1498+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2003
 LY1498
 LY1498  HISTORY     - Date     Condition        Report By
 LY1498  HISTORY     - 1958     MONUMENTED       CGS
 LY1498  HISTORY     - 1974     GOOD             PADT
 LY1498  HISTORY     - 20020607 GOOD             PADT
 LY1498  HISTORY     - 20030707 GOOD             PADT
 LY1498
 LY1498                          STATION DESCRIPTION
 LY1498
 LY1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LY1498'0.4 MI SE FROM BLAKESLEE CORNER.
 LY1498'0.40 MILE SOUTH EAST ALONG STATE HIGHWAY 115 FROM THE JUNCTION
 LY1498'OF STATE HIGHWAYS 115 AND 940 AT BLAKESLEE CORNER, ALSO ABOUT
 LY1498'0.40 MILE NORTH OF THE BRIDGE OVER TOBYHANNA RIVER, SET IN TOP
 LY1498'AND 3 FEET NORTH WEST OF THE SOUTH EAST END OF THE WINGWALL FOR
 LY1498'THE NORTH HEADWALL OF A 3 FOOT PIPE CULVERT UNDER THE STATE
 LY1498'HIGHWAY, 21 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY, 21
 LY1498'FEET NORTH OF THE CENTERLINE OF A BLACKTOP ROAD NORTH AND ABOUT
 LY1498'LEVEL WITH THE ROADS.
 LY1498
 LY1498                          STATION RECOVERY (1974)
 LY1498
 LY1498'RECOVERY NOTE BY PA DEPT OF TRANSP 1974
 LY1498'RECOVERED IN GOOD CONDITION.
 LY1498
 LY1498                          STATION RECOVERY (2002)
 LY1498
 LY1498'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (SQ)
 LY1498'RECOVERED IN GOOD CONDITION.
 LY1498
 LY1498                          STATION RECOVERY (2003)
 LY1498
 LY1498'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 LY1498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1559 ***********************************************************************
 KW1559  DESIGNATION -  C 226
 KW1559  PID         -  KW1559
 KW1559  STATE/COUNTY-  PA/COLUMBIA
 KW1559  USGS QUAD   -  DANVILLE (1994)
 KW1559
 KW1559                         *CURRENT SURVEY CONTROL
 KW1559  ___________________________________________________________________
 KW1559* NAD 83(1986)-  40 59 58.     (N)    076 33 55.     (W)     SCALED    
 KW1559* NAVD 88     -       202.500  (meters)     664.37   (feet)  ADJUSTED  
 KW1559  ___________________________________________________________________
 KW1559  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KW1559  DYNAMIC HT  -         202.416 (meters)     664.09  (feet)  COMP
 KW1559  MODELED GRAV-     980,201.1   (mgal)                       NAVD 88
 KW1559
 KW1559  VERT ORDER  -  SECOND    CLASS 0
 KW1559
 KW1559.The horizontal coordinates were scaled from a topographic map and have
 KW1559.an estimated accuracy of +/- 6 seconds.
 KW1559
 KW1559.The orthometric height was determined by differential leveling
 KW1559.and adjusted by the National Geodetic Survey in June 1991..
 KW1559
 KW1559.The geoid height was determined by GEOID03.
 KW1559
 KW1559.The dynamic height is computed by dividing the NAVD 88
 KW1559.geopotential number by the normal gravity value computed on the
 KW1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1559.degrees latitude (g = 980.6199 gals.).
 KW1559
 KW1559.The modeled gravity was interpolated from observed gravity values.
 KW1559
 KW1559;                    North         East    Units  Estimated Accuracy
 KW1559;SPC PA N     -    93,170.      699,670.      MT  (+/- 180 meters Scaled)
 KW1559
 KW1559                          SUPERSEDED SURVEY CONTROL
 KW1559
 KW1559  NGVD 29 (??/??/??)  202.726  (m)          665.11   (f) ADJUSTED    2 0
 KW1559
 KW1559.Superseded values are not recommended for survey control.
 KW1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1559.See file dsdata.txt to determine how the superseded data were derived.
 KW1559
 KW1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL683398(NAD 83)
 KW1559_MARKER: DB = BENCH MARK DISK
 KW1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1559_STAMPING: C 226 1959
 KW1559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1559+STABILITY: SURFACE MOTION
 KW1559
 KW1559  HISTORY     - Date     Condition        Report By
 KW1559  HISTORY     - 1959     MONUMENTED       CGS
 KW1559
 KW1559                          STATION DESCRIPTION
 KW1559
 KW1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW1559'4.9 MI NW FROM BLOOMSBURG.
 KW1559'1 MILE NORTHWEST ALONG STATE HIGHWAY NO 44 FROM THE JUNCTION OF
 KW1559'STATE HIGHWAY NO 44 AND U.S. 11 IN BLOOMSBURG THENCE 1 MILE NORTHWEST
 KW1559'ALONG COUNTY ROAD NO 19027 THENCE 2.9 MILE WEST ALONG COUNTY ROAD
 KW1559'NO 19026 AT THE MONTURE-COLUMBIA COUNTY LINE, 57 FEET EAST AND
 KW1559'ACROSS THE ROAD FROM THE SOUTH END OF A PIPE CULVERT UNDER THE
 KW1559'ROAD, 43 FEET SOUTHEAST OF POWER POLE NO 14293, 49 FEET SOUTHWEST
 KW1559'OF THE JUNCTION OF THE CENTERLINES OF THE COUNTY ROAD AND A
 KW1559'GRAVEL ROAD, 31 FEET WEST OF THE CENTERLINE OF THE GRAVEL ROAD,
 KW1559'35 FEET SOUTH OF THE CENTERLINE OF THE BLACKTOP ROAD AND ABOUT 4
 KW1559'FEET ABOVE THE BLACKTOP ROAD PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0191 ***********************************************************************
 LZ0191  DESIGNATION -  C 227
 LZ0191  PID         -  LZ0191
 LZ0191  STATE/COUNTY-  PA/COLUMBIA
 LZ0191  USGS QUAD   -  BLOOMSBURG (1983)
 LZ0191
 LZ0191                         *CURRENT SURVEY CONTROL
 LZ0191  ___________________________________________________________________
 LZ0191* NAD 83(1986)-  41 01 52.     (N)    076 23 32.     (W)     SCALED    
 LZ0191* NAVD 88     -       230.967  (meters)     757.76   (feet)  ADJUSTED  
 LZ0191  ___________________________________________________________________
 LZ0191  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 LZ0191  DYNAMIC HT  -         230.872 (meters)     757.45  (feet)  COMP
 LZ0191  MODELED GRAV-     980,206.7   (mgal)                       NAVD 88
 LZ0191
 LZ0191  VERT ORDER  -  SECOND    CLASS 0
 LZ0191
 LZ0191.The horizontal coordinates were scaled from a topographic map and have
 LZ0191.an estimated accuracy of +/- 6 seconds.
 LZ0191
 LZ0191.The orthometric height was determined by differential leveling
 LZ0191.and adjusted by the National Geodetic Survey in June 1991..
 LZ0191
 LZ0191.The geoid height was determined by GEOID03.
 LZ0191
 LZ0191.The dynamic height is computed by dividing the NAVD 88
 LZ0191.geopotential number by the normal gravity value computed on the
 LZ0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0191.degrees latitude (g = 980.6199 gals.).
 LZ0191
 LZ0191.The modeled gravity was interpolated from observed gravity values.
 LZ0191
 LZ0191;                    North         East    Units  Estimated Accuracy
 LZ0191;SPC PA N     -    96,900.      714,180.      MT  (+/- 180 meters Scaled)
 LZ0191
 LZ0191                          SUPERSEDED SURVEY CONTROL
 LZ0191
 LZ0191  NGVD 29 (??/??/92)  231.186  (m)          758.48   (f) ADJ UNCH    2 0
 LZ0191
 LZ0191.Superseded values are not recommended for survey control.
 LZ0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0191.See file dsdata.txt to determine how the superseded data were derived.
 LZ0191
 LZ0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL829431(NAD 83)
 LZ0191_MARKER: DB = BENCH MARK DISK
 LZ0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0191_STAMPING: C 227 1959
 LZ0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0191+STABILITY: SURFACE MOTION
 LZ0191
 LZ0191  HISTORY     - Date     Condition        Report By
 LZ0191  HISTORY     - 1959     MONUMENTED       CGS
 LZ0191  HISTORY     - 20050421 MARK NOT FOUND   PADT
 LZ0191
 LZ0191                          STATION DESCRIPTION
 LZ0191
 LZ0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LZ0191'2.8 MI E FROM BLOOMSBURG.
 LZ0191'ABOUT 2.75 MILE EAST ALONG BLACK TOP ROAD FROM BLOOMSBURG SAND
 LZ0191'AND GRAVEL CO. IN NORTH EAST BLOOMSBURG, SET IN THE NORTH EAST
 LZ0191'CORNER OF A ROAD INTERSECTION, 1 FOOT NORTH OF A POWER POLE, 24
 LZ0191'FEET NORTH OF CENTERLINE OF THE BLACK TOP ROAD, 31 FEET EAST OF
 LZ0191'THE CENTERLINE OF GRAVEL ROAD, 7 FEET NORTH EAST OF NORTH END
 LZ0191'OF PIPE CULVERT UNDER ROAD, ABOUT LEVEL WITH BLACK TOP ROAD,
 LZ0191'PROJECTING ABOUT 2 INCHES.
 LZ0191
 LZ0191                          STATION RECOVERY (2005)
 LZ0191
 LZ0191'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (JAG)
 LZ0191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1528 ***********************************************************************
 LY1528  DESIGNATION -  C 229
 LY1528  PID         -  LY1528
 LY1528  STATE/COUNTY-  PA/LUZERNE
 LY1528  USGS QUAD   -  WHITE HAVEN (1997)
 LY1528
 LY1528                         *CURRENT SURVEY CONTROL
 LY1528  ___________________________________________________________________
 LY1528* NAD 83(1986)-  41 04 21.     (N)    075 46 24.     (W)     SCALED    
 LY1528* NAVD 88     -       362.866  (meters)    1190.50   (feet)  ADJUSTED  
 LY1528  ___________________________________________________________________
 LY1528  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 LY1528  DYNAMIC HT  -         362.694 (meters)    1189.94  (feet)  COMP
 LY1528  MODELED GRAV-     980,139.0   (mgal)                       NAVD 88
 LY1528
 LY1528  VERT ORDER  -  SECOND    CLASS 0
 LY1528
 LY1528.The horizontal coordinates were scaled from a topographic map and have
 LY1528.an estimated accuracy of +/- 6 seconds.
 LY1528
 LY1528.The orthometric height was determined by differential leveling
 LY1528.and adjusted by the National Geodetic Survey in June 1991..
 LY1528
 LY1528.The geoid height was determined by GEOID03.
 LY1528
 LY1528.The dynamic height is computed by dividing the NAVD 88
 LY1528.geopotential number by the normal gravity value computed on the
 LY1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1528.degrees latitude (g = 980.6199 gals.).
 LY1528
 LY1528.The modeled gravity was interpolated from observed gravity values.
 LY1528
 LY1528;                    North         East    Units  Estimated Accuracy
 LY1528;SPC PA N     -   102,490.      766,110.      MT  (+/- 180 meters Scaled)
 LY1528
 LY1528                          SUPERSEDED SURVEY CONTROL
 LY1528
 LY1528  NGVD 29 (??/??/92)  363.065  (m)         1191.16   (f) ADJ UNCH    2 0
 LY1528
 LY1528.Superseded values are not recommended for survey control.
 LY1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1528.See file dsdata.txt to determine how the superseded data were derived.
 LY1528
 LY1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL350470(NAD 83)
 LY1528_MARKER: DB = BENCH MARK DISK
 LY1528_SETTING: 66 = SET IN ROCK OUTCROP
 LY1528_SP_SET: ROCK CUT
 LY1528_STAMPING: C 229 1959
 LY1528_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY1528+STABILITY: POSITION/ELEVATION WELL
 LY1528
 LY1528  HISTORY     - Date     Condition        Report By
 LY1528  HISTORY     - 1959     MONUMENTED       CGS
 LY1528
 LY1528                          STATION DESCRIPTION
 LY1528
 LY1528'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1528'0.6 MI N FROM WHITE HAVEN.
 LY1528'0.6 MILE NORTH ALONG THE RAILROAD FROM THE RAILROAD BRIDGE OVER
 LY1528'A STREET IN WHITE HAVEN, 0.7 MILE NORTH ALONG THE RAILROAD FROM
 LY1528'THE STATION IN WHITE HAVEN, SET HORIZONTAL IN A CUT, ABOUT 82
 LY1528'FEET SOUTH OF THE NORTH END OF THE CUT, 3 FEET ABOVE THE TRACK
 LY1528'AND 11 FEET WEST OF THE WEST WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1628 ***********************************************************************
 MA1628  DESIGNATION -  C 23
 MA1628  PID         -  MA1628
 MA1628  STATE/COUNTY-  PA/CENTRE
 MA1628  USGS QUAD   -  KARTHAUS (1981)
 MA1628
 MA1628                         *CURRENT SURVEY CONTROL
 MA1628  ___________________________________________________________________
 MA1628* NAD 83(1986)-  41 04 23.     (N)    078 02 34.     (W)     SCALED    
 MA1628* NAVD 88     -       473.623  (meters)    1553.88   (feet)  ADJUSTED  
 MA1628  ___________________________________________________________________
 MA1628  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 MA1628  DYNAMIC HT  -         473.396 (meters)    1553.13  (feet)  COMP
 MA1628  MODELED GRAV-     980,128.4   (mgal)                       NAVD 88
 MA1628
 MA1628  VERT ORDER  -  SECOND    CLASS 0
 MA1628
 MA1628.The horizontal coordinates were scaled from a topographic map and have
 MA1628.an estimated accuracy of +/- 6 seconds.
 MA1628
 MA1628.The orthometric height was determined by differential leveling
 MA1628.and adjusted by the National Geodetic Survey in June 1991..
 MA1628
 MA1628.The geoid height was determined by GEOID03.
 MA1628
 MA1628.The dynamic height is computed by dividing the NAVD 88
 MA1628.geopotential number by the normal gravity value computed on the
 MA1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1628.degrees latitude (g = 980.6199 gals.).
 MA1628
 MA1628.The modeled gravity was interpolated from observed gravity values.
 MA1628
 MA1628;                    North         East    Units  Estimated Accuracy
 MA1628;SPC PA N     -   100,700.      575,400.      MT  (+/- 180 meters Scaled)
 MA1628
 MA1628                          SUPERSEDED SURVEY CONTROL
 MA1628
 MA1628  NGVD 29 (??/??/92)  473.787  (m)         1554.42   (f) ADJ UNCH    2 0
 MA1628
 MA1628.Superseded values are not recommended for survey control.
 MA1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1628.See file dsdata.txt to determine how the superseded data were derived.
 MA1628
 MA1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF484510(NAD 83)
 MA1628_MARKER: DB = BENCH MARK DISK
 MA1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1628_STAMPING: C 23 1934
 MA1628_MARK LOGO: CGS   
 MA1628_MAGNETIC: N = NO MAGNETIC MATERIAL
 MA1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1628+STABILITY: SURFACE MOTION
 MA1628
 MA1628  HISTORY     - Date     Condition        Report By
 MA1628  HISTORY     - 1934     MONUMENTED       CGS
 MA1628  HISTORY     - 19591231 MARK NOT FOUND   CGS
 MA1628
 MA1628                          STATION DESCRIPTION
 MA1628
 MA1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WWS)
 MA1628'IN CENTRE COUNTY, ABOUT 5.6 MILES SOUTHEAST ALONG STATE HIGHWAY 879
 MA1628'FROM KARTHAUS, CLEARFIELD COUNTY, AT THE END OF A 2-MILE TANGENT,
 MA1628'ABOUT 235 FEET EAST OF POLE 161, MARKED 'STATION 225+00', 25 FEET
 MA1628'NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 MA1628'FINISHED GRADE.  A STANDARD DISK, STAMPED 'C 23 1934' AND SET IN THE
 MA1628'TOP OF A CONCRETE POST.
 MA1628
 MA1628                          STATION RECOVERY (1959)
 MA1628
 MA1628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCC)
 MA1628'CONSIDER DESTROYED.  SEARCHED FOR AND NOT RECOVERED.  NOTE--IT WAS
 MA1628'REPORTED IN 1959 BY USGS THAT BENCH MARK WAS DESTROYED DURING
 MA1628'CONSTRUCTION OF NEW MOTEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1466 ***********************************************************************
 LY1466  DESIGNATION -  C 231
 LY1466  PID         -  LY1466
 LY1466  STATE/COUNTY-  PA/LUZERNE
 LY1466  USGS QUAD   -  WILKES-BARRE WEST (1990)
 LY1466
 LY1466                         *CURRENT SURVEY CONTROL
 LY1466  ___________________________________________________________________
 LY1466* NAD 83(1986)-  41 08 54.     (N)    075 57 35.     (W)     SCALED    
 LY1466* NAVD 88     -       333.276  (meters)    1093.42   (feet)  ADJUSTED  
 LY1466  ___________________________________________________________________
 LY1466  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 LY1466  DYNAMIC HT  -         333.132 (meters)    1092.95  (feet)  COMP
 LY1466  MODELED GRAV-     980,179.6   (mgal)                       NAVD 88
 LY1466
 LY1466  VERT ORDER  -  SECOND    CLASS 0
 LY1466
 LY1466.The horizontal coordinates were scaled from a topographic map and have
 LY1466.an estimated accuracy of +/- 6 seconds.
 LY1466
 LY1466.The orthometric height was determined by differential leveling
 LY1466.and adjusted by the National Geodetic Survey in June 1991..
 LY1466
 LY1466.The geoid height was determined by GEOID03.
 LY1466
 LY1466.The dynamic height is computed by dividing the NAVD 88
 LY1466.geopotential number by the normal gravity value computed on the
 LY1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1466.degrees latitude (g = 980.6199 gals.).
 LY1466
 LY1466.The modeled gravity was interpolated from observed gravity values.
 LY1466
 LY1466;                    North         East    Units  Estimated Accuracy
 LY1466;SPC PA N     -   110,570.      750,270.      MT  (+/- 180 meters Scaled)
 LY1466
 LY1466                          SUPERSEDED SURVEY CONTROL
 LY1466
 LY1466  NGVD 29 (??/??/92)  333.459  (m)         1094.02   (f) ADJ UNCH    2 0
 LY1466
 LY1466.Superseded values are not recommended for survey control.
 LY1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1466.See file dsdata.txt to determine how the superseded data were derived.
 LY1466
 LY1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL194556(NAD 83)
 LY1466_MARKER: DD = SURVEY DISK
 LY1466_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1466_SP_SET: BRIDGE WALL
 LY1466_STAMPING: C 231 PDH 1959
 LY1466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1466
 LY1466  HISTORY     - Date     Condition        Report By
 LY1466  HISTORY     - 1959     MONUMENTED       PADH
 LY1466  HISTORY     - 1959     GOOD             NGS
 LY1466
 LY1466                          STATION DESCRIPTION
 LY1466
 LY1466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LY1466'0.4 MI W FROM RICE.
 LY1466'0.40 MILE WEST ALONG BLACKTOP ROAD FROM THE RICE FIRE DEPARTMENT
 LY1466'BLDG. AND THE PINE VIEW INN, SET IN THE TOP CENTER OF THE SOUTH
 LY1466'WING WALL AT THE SOUTH WEST END OF A 20 FOOT BRIDGE OVER A
 LY1466'CREEK, 21 FEET SOUTH EAST OF THE CENTERLINE OF THE BLACKTOP
 LY1466'ROAD, 70 FEET NORTH EAST OF A Y JUNCTION OF TWO BLACKTOP ROADS,
 LY1466'1 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1461 ***********************************************************************
 LY1461  DESIGNATION -  C 232
 LY1461  PID         -  LY1461
 LY1461  STATE/COUNTY-  PA/LUZERNE
 LY1461  USGS QUAD   -  WILKES-BARRE WEST (1990)
 LY1461
 LY1461                         *CURRENT SURVEY CONTROL
 LY1461  ___________________________________________________________________
 LY1461* NAD 83(1986)-  41 10 30.     (N)    075 54 04.     (W)     SCALED    
 LY1461* NAVD 88     -       506.272  (meters)    1660.99   (feet)  ADJUSTED  
 LY1461  ___________________________________________________________________
 LY1461  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 LY1461  DYNAMIC HT  -         506.056 (meters)    1660.29  (feet)  COMP
 LY1461  MODELED GRAV-     980,178.7   (mgal)                       NAVD 88
 LY1461
 LY1461  VERT ORDER  -  SECOND    CLASS 0
 LY1461
 LY1461.The horizontal coordinates were scaled from a topographic map and have
 LY1461.an estimated accuracy of +/- 6 seconds.
 LY1461
 LY1461.The orthometric height was determined by differential leveling
 LY1461.and adjusted by the National Geodetic Survey in June 1991..
 LY1461
 LY1461.The geoid height was determined by GEOID03.
 LY1461
 LY1461.The dynamic height is computed by dividing the NAVD 88
 LY1461.geopotential number by the normal gravity value computed on the
 LY1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1461.degrees latitude (g = 980.6199 gals.).
 LY1461
 LY1461.The modeled gravity was interpolated from observed gravity values.
 LY1461
 LY1461;                    North         East    Units  Estimated Accuracy
 LY1461;SPC PA N     -   113,640.      755,130.      MT  (+/- 180 meters Scaled)
 LY1461
 LY1461                          SUPERSEDED SURVEY CONTROL
 LY1461
 LY1461  NGVD 29 (??/??/92)  506.450  (m)         1661.58   (f) ADJ UNCH    2 0
 LY1461
 LY1461.Superseded values are not recommended for survey control.
 LY1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1461.See file dsdata.txt to determine how the superseded data were derived.
 LY1461
 LY1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL244585(NAD 83)
 LY1461_MARKER: DB = BENCH MARK DISK
 LY1461_SETTING: 80 = SET IN A BOULDER
 LY1461_SP_SET: BOULDER
 LY1461_STAMPING: C 232 1959
 LY1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1461+STABILITY: SURFACE MOTION
 LY1461
 LY1461  HISTORY     - Date     Condition        Report By
 LY1461  HISTORY     - 1959     MONUMENTED       CGS
 LY1461
 LY1461                          STATION DESCRIPTION
 LY1461
 LY1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1461'1.2 MI NW FROM MOUNTAIN TOP.
 LY1461'0.20 MILE NORTH ALONG RAILROAD FROM WHERE THE RAILROAD CROSSES
 LY1461'OVER U.S. 309 AT MOUNTAIN TOP THENCE 0.95 MILE NORTH WEST ALONG
 LY1461'THE MAIN TRAIL TO JUST BEFORE DOWN WEST, ALSO 0.30 MILE FROM A
 LY1461'POWER LINE CROSSING, SET IN TOP AND 1 1/2 FEET NORTH OF THE
 LY1461'SOUTH EDGE OF A 7 FOOT BY 4 FOOT BOULDER, PROJECTING ABOUT 8
 LY1461'INCHES ABOVE THE GROUND, 28 FEET SOUTH OF THE CENTERLINE OF THE
 LY1461'TRAIL, 25 YARDS SOUTH WEST AND ACROSS THE TRAIL FROM A FEED SHED
 LY1461'FOR DEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0334 ***********************************************************************
 KW0334  DESIGNATION -  C 233
 KW0334  PID         -  KW0334
 KW0334  STATE/COUNTY-  PA/SCHUYLKILL
 KW0334  USGS QUAD   -  DELANO (1976)
 KW0334
 KW0334                         *CURRENT SURVEY CONTROL
 KW0334  ___________________________________________________________________
 KW0334* NAD 83(1986)-  40 50 23.     (N)    076 03 55.     (W)     SCALED    
 KW0334* NAVD 88     -       494.941  (meters)    1623.82   (feet)  ADJUSTED  
 KW0334  ___________________________________________________________________
 KW0334  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KW0334  DYNAMIC HT  -         494.686 (meters)    1622.98  (feet)  COMP
 KW0334  MODELED GRAV-     980,093.1   (mgal)                       NAVD 88
 KW0334
 KW0334  VERT ORDER  -  SECOND    CLASS 0
 KW0334
 KW0334.The horizontal coordinates were scaled from a topographic map and have
 KW0334.an estimated accuracy of +/- 6 seconds.
 KW0334
 KW0334.The orthometric height was determined by differential leveling
 KW0334.and adjusted by the National Geodetic Survey in June 1991..
 KW0334
 KW0334.The geoid height was determined by GEOID03.
 KW0334
 KW0334.The dynamic height is computed by dividing the NAVD 88
 KW0334.geopotential number by the normal gravity value computed on the
 KW0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0334.degrees latitude (g = 980.6199 gals.).
 KW0334
 KW0334.The modeled gravity was interpolated from observed gravity values.
 KW0334
 KW0334;                    North         East    Units  Estimated Accuracy
 KW0334;SPC PA S     -   168,620.      742,080.      MT  (+/- 180 meters Scaled)
 KW0334
 KW0334                          SUPERSEDED SURVEY CONTROL
 KW0334
 KW0334  NGVD 29 (??/??/??)  495.129  (m)         1624.44   (f) ADJUSTED    2 0
 KW0334
 KW0334.Superseded values are not recommended for survey control.
 KW0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0334.See file dsdata.txt to determine how the superseded data were derived.
 KW0334
 KW0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL101215(NAD 83)
 KW0334_MARKER: DB = BENCH MARK DISK
 KW0334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0334_SP_SET: SIGNAL BASE
 KW0334_STAMPING: C 233 1959
 KW0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0334
 KW0334  HISTORY     - Date     Condition        Report By
 KW0334  HISTORY     - 1959     MONUMENTED       CGS
 KW0334
 KW0334                          STATION DESCRIPTION
 KW0334
 KW0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW0334'0.4 MI NE FROM DELANO.
 KW0334'ABOUT 0.10 MILE NORTH EAST ALONG BLACKTOP ROAD FROM THE DELANO
 KW0334'UNION CHURCH THENCE EAST ON THE NORTH MOST TRACK FOR 0.30 MILE,
 KW0334'SET IN TOP SOUTH CORNER OF SOUTH WEST SIDE OF A SIGNAL BASE AT
 KW0334'SECTION SHEDS, 7 FEET NORTH WEST OF NORTH WEST RAIL, 51 FEET
 KW0334'NORTH EAST OF A CONCRETE TELEPHONE BOOTH, 1 FOOT ABOVE THE LEVEL
 KW0334'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1193 ***********************************************************************
 LY1193  DESIGNATION -  C 234
 LY1193  PID         -  LY1193
 LY1193  STATE/COUNTY-  PA/PIKE
 LY1193  USGS QUAD   -  NEWFOUNDLAND (1992)
 LY1193
 LY1193                         *CURRENT SURVEY CONTROL
 LY1193  ___________________________________________________________________
 LY1193* NAD 83(1986)-  41 20 24.     (N)    075 19 47.     (W)     SCALED    
 LY1193* NAVD 88     -       432.415  (meters)    1418.68   (feet)  ADJUSTED  
 LY1193  ___________________________________________________________________
 LY1193  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 LY1193  DYNAMIC HT  -         432.219 (meters)    1418.04  (feet)  COMP
 LY1193  MODELED GRAV-     980,158.1   (mgal)                       NAVD 88
 LY1193
 LY1193  VERT ORDER  -  SECOND    CLASS 0
 LY1193
 LY1193.The horizontal coordinates were scaled from a topographic map and have
 LY1193.an estimated accuracy of +/- 6 seconds.
 LY1193
 LY1193.The orthometric height was determined by differential leveling
 LY1193.and adjusted by the National Geodetic Survey in June 1991..
 LY1193
 LY1193.The geoid height was determined by GEOID03.
 LY1193
 LY1193.The dynamic height is computed by dividing the NAVD 88
 LY1193.geopotential number by the normal gravity value computed on the
 LY1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1193.degrees latitude (g = 980.6199 gals.).
 LY1193
 LY1193.The modeled gravity was interpolated from observed gravity values.
 LY1193
 LY1193;                    North         East    Units  Estimated Accuracy
 LY1193;SPC PA N     -   133,130.      802,550.      MT  (+/- 180 meters Scaled)
 LY1193
 LY1193                          SUPERSEDED SURVEY CONTROL
 LY1193
 LY1193  NGVD 29 (??/??/92)  432.621  (m)         1419.36   (f) ADJ UNCH    2 0
 LY1193
 LY1193.Superseded values are not recommended for survey control.
 LY1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1193.See file dsdata.txt to determine how the superseded data were derived.
 LY1193
 LY1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL724765(NAD 83)
 LY1193_MARKER: DB = BENCH MARK DISK
 LY1193_SETTING: 80 = SET IN A BOULDER
 LY1193_SP_SET: BOULDER
 LY1193_STAMPING: C 234 1959
 LY1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1193+STABILITY: SURFACE MOTION
 LY1193
 LY1193  HISTORY     - Date     Condition        Report By
 LY1193  HISTORY     - 1959     MONUMENTED       CGS
 LY1193
 LY1193                          STATION DESCRIPTION
 LY1193
 LY1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1193'2.1 MI NW FROM GREENTOWN.
 LY1193'1.10 MILE NORTH ALONG STATE 507 FROM A THREE STORY CONCRETE
 LY1193'BLOCK BUILDING IN GREENTOWN THENCE 1.00 MILE WEST ON A DIRT
 LY1193'ROAD, SET IN TOP CENTER OF A 13 FOOT BY 17 FOOT BOULDER
 LY1193'PROJECTING ABOUT 3 FEET, ABOUT 190 FEET WEST-SOUTH WEST OF A
 LY1193'WOODS ROAD INTERSECTION, 48 FEET SOUTH OF THE CENTERLINE OF THE
 LY1193'ROAD, 7 FEET SOUTH OF A 32 INCH RED MAPLE TREE, ABOUT 3 FEET
 LY1193'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0299 ***********************************************************************
 KW0299  DESIGNATION -  C 235
 KW0299  PID         -  KW0299
 KW0299  STATE/COUNTY-  PA/SCHUYLKILL
 KW0299  USGS QUAD   -  SHENANDOAH (1977)
 KW0299
 KW0299                         *CURRENT SURVEY CONTROL
 KW0299  ___________________________________________________________________
 KW0299* NAD 83(1986)-  40 48 09.     (N)    076 11 14.     (W)     SCALED    
 KW0299* NAVD 88     -       349.659  (meters)    1147.17   (feet)  ADJUSTED  
 KW0299  ___________________________________________________________________
 KW0299  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KW0299  DYNAMIC HT  -         349.482 (meters)    1146.59  (feet)  COMP
 KW0299  MODELED GRAV-     980,108.7   (mgal)                       NAVD 88
 KW0299
 KW0299  VERT ORDER  -  SECOND    CLASS 0
 KW0299
 KW0299.The horizontal coordinates were scaled from a topographic map and have
 KW0299.an estimated accuracy of +/- 6 seconds.
 KW0299
 KW0299.The orthometric height was determined by differential leveling
 KW0299.and adjusted by the National Geodetic Survey in June 1991..
 KW0299
 KW0299.The geoid height was determined by GEOID03.
 KW0299
 KW0299.The dynamic height is computed by dividing the NAVD 88
 KW0299.geopotential number by the normal gravity value computed on the
 KW0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0299.degrees latitude (g = 980.6199 gals.).
 KW0299
 KW0299.The modeled gravity was interpolated from observed gravity values.
 KW0299
 KW0299;                    North         East    Units  Estimated Accuracy
 KW0299;SPC PA S     -   164,300.      731,870.      MT  (+/- 180 meters Scaled)
 KW0299
 KW0299                          SUPERSEDED SURVEY CONTROL
 KW0299
 KW0299  NGVD 29 (??/??/??)  349.865  (m)         1147.85   (f) ADJUSTED    2 0
 KW0299
 KW0299.Superseded values are not recommended for survey control.
 KW0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0299.See file dsdata.txt to determine how the superseded data were derived.
 KW0299
 KW0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL998175(NAD 83)
 KW0299_MARKER: DB = BENCH MARK DISK
 KW0299_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0299_SP_SET: BRIDGE
 KW0299_STAMPING: C 235 1959
 KW0299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0299
 KW0299  HISTORY     - Date     Condition        Report By
 KW0299  HISTORY     - 1959     MONUMENTED       CGS
 KW0299
 KW0299                          STATION DESCRIPTION
 KW0299
 KW0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW0299'AT BEAR RUN JUNCTION.
 KW0299'ABOUT 100 YARDS SOUTHWEST AND ACROSS THE TRACKS FROM THE YARD
 KW0299'OFFICES FOR THE TRAIN YARD AT BEAR RUN JUNCTION, SET IN TOP
 KW0299'AND 1 FOOT NORTH OF THE SOUTH END WEST ABUTMENT OF A
 KW0299'RAILROAD BRIDGE OVER A CREEK, THIS BRIDGE IS FOR THE RAILROAD
 KW0299'LINE FROM BEAR RUN JUNCTION TO FRACKVILLE, 6 FEET SOUTH OF THE
 KW0299'SOUTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0638 ***********************************************************************
 LY0638  DESIGNATION -  C 236
 LY0638  PID         -  LY0638
 LY0638  STATE/COUNTY-  PA/PIKE
 LY0638  USGS QUAD   -  MILFORD (1995)
 LY0638
 LY0638                         *CURRENT SURVEY CONTROL
 LY0638  ___________________________________________________________________
 LY0638* NAD 83(1986)-  41 19 43.     (N)    074 51 42.     (W)     SCALED    
 LY0638* NAVD 88     -       355.830  (meters)    1167.42   (feet)  ADJUSTED  
 LY0638  ___________________________________________________________________
 LY0638  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LY0638  DYNAMIC HT  -         355.675 (meters)    1166.91  (feet)  COMP
 LY0638  MODELED GRAV-     980,175.6   (mgal)                       NAVD 88
 LY0638
 LY0638  VERT ORDER  -  SECOND    CLASS 0
 LY0638
 LY0638.The horizontal coordinates were scaled from a topographic map and have
 LY0638.an estimated accuracy of +/- 6 seconds.
 LY0638
 LY0638.The orthometric height was determined by differential leveling
 LY0638.and adjusted by the National Geodetic Survey in June 1991..
 LY0638
 LY0638.The geoid height was determined by GEOID03.
 LY0638
 LY0638.The dynamic height is computed by dividing the NAVD 88
 LY0638.geopotential number by the normal gravity value computed on the
 LY0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0638.degrees latitude (g = 980.6199 gals.).
 LY0638
 LY0638.The modeled gravity was interpolated from observed gravity values.
 LY0638
 LY0638;                    North         East    Units  Estimated Accuracy
 LY0638;SPC PA N     -   133,070.      841,750.      MT  (+/- 180 meters Scaled)
 LY0638
 LY0638                          SUPERSEDED SURVEY CONTROL
 LY0638
 LY0638  NGVD 29 (??/??/92)  356.006  (m)         1168.00   (f) ADJ UNCH    2 0
 LY0638
 LY0638.Superseded values are not recommended for survey control.
 LY0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0638.See file dsdata.txt to determine how the superseded data were derived.
 LY0638
 LY0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL115752(NAD 83)
 LY0638_MARKER: DB = BENCH MARK DISK
 LY0638_SETTING: 80 = SET IN A BOULDER
 LY0638_SP_SET: BOULDER
 LY0638_STAMPING: C 236 1959
 LY0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0638+STABILITY: SURFACE MOTION
 LY0638
 LY0638  HISTORY     - Date     Condition        Report By
 LY0638  HISTORY     - 1959     MONUMENTED       CGS
 LY0638
 LY0638                          STATION DESCRIPTION
 LY0638
 LY0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY0638'7.1 MI NW FROM MILFORD.
 LY0638'0.20 MILE SOUTH WEST ALONG U.S. 6 (HIGH ST.) FROM THE COURT HOUSE
 LY0638'IN MILFORD, THENCE 4.85 MILE NORTH WEST ALONG U.S. 6 (HARTFORD
 LY0638'ST.) THENCE 0.10 MILE SOUTH WEST ON A BLACKTOP ROAD THENCE 1.95
 LY0638'MILE SOUTH ON BLACKTOP ROAD, SET IN TOP AND 1 1/2 FEET NORTH
 LY0638'OF THE SOUTH EDGE OF A 7 FOOT BY 4 FOOT BY 1 FOOT BOULDER, 33
 LY0638'FEET NORTH EAST OF THE CENTERLINE OF THE BLACKTOP ROAD, 114
 LY0638'FEET NORTH OF A DRIVE TO A FARM, 213 FEET NORTH EAST OF DRIVE
 LY0638'(LEFT) TO FIELD.  174 FEET NORTH WEST AND ACROSS THE ROAD FROM
 LY0638'USGS 140 FAD, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 LY0638'NOTE-- THIS BM IS THE SOUTH WEST END OF WALK-THRU ALONG TIMBER
 LY0638'TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1138 ***********************************************************************
 LY1138  DESIGNATION -  C 237
 LY1138  PID         -  LY1138
 LY1138  STATE/COUNTY-  PA/PIKE
 LY1138  USGS QUAD   -  PECKS POND (1992)
 LY1138
 LY1138                         *CURRENT SURVEY CONTROL
 LY1138  ___________________________________________________________________
 LY1138* NAD 83(1986)-  41 21 20.     (N)    075 00 45.     (W)     SCALED    
 LY1138* NAVD 88     -       356.652  (meters)    1170.12   (feet)  ADJUSTED  
 LY1138  ___________________________________________________________________
 LY1138  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 LY1138  DYNAMIC HT  -         356.488 (meters)    1169.58  (feet)  COMP
 LY1138  MODELED GRAV-     980,154.0   (mgal)                       NAVD 88
 LY1138
 LY1138  VERT ORDER  -  SECOND    CLASS 0
 LY1138
 LY1138.The horizontal coordinates were scaled from a topographic map and have
 LY1138.an estimated accuracy of +/- 6 seconds.
 LY1138
 LY1138.The orthometric height was determined by differential leveling
 LY1138.and adjusted by the National Geodetic Survey in June 1991..
 LY1138
 LY1138.The geoid height was determined by GEOID03.
 LY1138
 LY1138.The dynamic height is computed by dividing the NAVD 88
 LY1138.geopotential number by the normal gravity value computed on the
 LY1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1138.degrees latitude (g = 980.6199 gals.).
 LY1138
 LY1138.The modeled gravity was interpolated from observed gravity values.
 LY1138
 LY1138;                    North         East    Units  Estimated Accuracy
 LY1138;SPC PA N     -   135,650.      829,030.      MT  (+/- 180 meters Scaled)
 LY1138
 LY1138                          SUPERSEDED SURVEY CONTROL
 LY1138
 LY1138  NGVD 29 (??/??/92)  356.826  (m)         1170.69   (f) ADJ UNCH    2 0
 LY1138
 LY1138.Superseded values are not recommended for survey control.
 LY1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1138.See file dsdata.txt to determine how the superseded data were derived.
 LY1138
 LY1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL989782(NAD 83)
 LY1138_MARKER: DB = BENCH MARK DISK
 LY1138_SETTING: 80 = SET IN A BOULDER
 LY1138_SP_SET: BOULDER
 LY1138_STAMPING: C 237 1959
 LY1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1138+STABILITY: SURFACE MOTION
 LY1138
 LY1138  HISTORY     - Date     Condition        Report By
 LY1138  HISTORY     - 1959     MONUMENTED       CGS
 LY1138
 LY1138                          STATION DESCRIPTION
 LY1138
 LY1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1138'16.8 MI SE FROM HAWLEY.
 LY1138'8.5 MILE SOUTHEAST ALONG STATE AND COUNTY ROADS TO THE GOOD
 LY1138'SHEPHERD CHURCH, THENCE 3.45 MILE EAST ALONG A BLACKTOP ROAD
 LY1138'TO THE JUNCTION OF BLACKTOP ROADS, THENCE 3.25 MILE SOUTH ON A
 LY1138'BLACKTOP ROAD TO A STATE GAME ROAD NORTHEAST, THENCE 0.1 MILE
 LY1138'NORTHEAST TO A Y JUNCTION OF GAME ROADS, THENCE 0.1 MILE NORTH
 LY1138'ON STATE GAME ROAD TO A POLE GATE, THIS GATE IS LOCKED AT TIMES,
 LY1138'CONTINUE NORTHEASTERLY ON THIS ROAD FOR 1.4 MILE TO THE END OF
 LY1138'THE ROAD AND A CREEK, SET IN TOP OF A 6 FOOT BY 4 FOOT BY 3 FOOT
 LY1138'BOULDER ABOUT 100 YARDS FROM A SWINGING BRIDGE OVER THE CREEK,
 LY1138'ABOUT 30 YARDS FROM THE END OF THE STATE GAME ROAD, AND ABOUT 40
 LY1138'YARDS FROM THE BANK OF THE CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0521 ***********************************************************************
 MA0521  DESIGNATION -  C 238
 MA0521  PID         -  MA0521
 MA0521  STATE/COUNTY-  PA/CLEARFIELD
 MA0521  USGS QUAD   -  SABULA (1986)
 MA0521
 MA0521                         *CURRENT SURVEY CONTROL
 MA0521  ___________________________________________________________________
 MA0521* NAD 83(1986)-  41 08 19.     (N)    078 40 54.     (W)     SCALED    
 MA0521* NAVD 88     -       438.226  (meters)    1437.75   (feet)  ADJUSTED  
 MA0521  ___________________________________________________________________
 MA0521  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 MA0521  DYNAMIC HT  -         438.021 (meters)    1437.07  (feet)  COMP
 MA0521  MODELED GRAV-     980,141.0   (mgal)                       NAVD 88
 MA0521
 MA0521  VERT ORDER  -  SECOND    CLASS 0
 MA0521
 MA0521.The horizontal coordinates were scaled from a topographic map and have
 MA0521.an estimated accuracy of +/- 6 seconds.
 MA0521
 MA0521.The orthometric height was determined by differential leveling
 MA0521.and adjusted by the National Geodetic Survey in June 1991..
 MA0521
 MA0521.The geoid height was determined by GEOID03.
 MA0521
 MA0521.The dynamic height is computed by dividing the NAVD 88
 MA0521.geopotential number by the normal gravity value computed on the
 MA0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0521.degrees latitude (g = 980.6199 gals.).
 MA0521
 MA0521.The modeled gravity was interpolated from observed gravity values.
 MA0521
 MA0521;                    North         East    Units  Estimated Accuracy
 MA0521;SPC PA N     -   108,360.      521,780.      MT  (+/- 180 meters Scaled)
 MA0521
 MA0521                          SUPERSEDED SURVEY CONTROL
 MA0521
 MA0521  NGVD 29 (??/??/92)  438.360  (m)         1438.19   (f) ADJ UNCH    2 0
 MA0521
 MA0521.Superseded values are not recommended for survey control.
 MA0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0521.See file dsdata.txt to determine how the superseded data were derived.
 MA0521
 MA0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF945567(NAD 83)
 MA0521_MARKER: DB = BENCH MARK DISK
 MA0521_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0521_SP_SET: OVER PASS
 MA0521_STAMPING: C 238
 MA0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0521
 MA0521  HISTORY     - Date     Condition        Report By
 MA0521  HISTORY     - UNK      MONUMENTED       CGS
 MA0521  HISTORY     - 1959     GOOD             NGS
 MA0521  HISTORY     - 20010104 POOR             PADT
 MA0521
 MA0521                          STATION DESCRIPTION
 MA0521
 MA0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MA0521'4.8 MI SE FROM DU BOIS.
 MA0521'0.35 MILE NORTH EAST ALONG STATE HY. 219 FROM THE HIGH SCHOOL
 MA0521'IN DU BOIS THENCE 4.25 MILE SOUTH EAST ON STATE HY. 255 TO A
 MA0521'BLACK TOP ROAD CROSSING THENCE 0.25 MILE SOUTH ON A BLACK TOP
 MA0521'ROAD TO A RAILROAD OVER PASS OVER BLACKTOP ROAD, SET IN THE EAST
 MA0521'HEADWALL OF OVERPASS, 6 FEET EAST OF THE CENTERLINE OF THE
 MA0521'BLACKTOP ROAD, ABOUT 4 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 MA0521
 MA0521                          STATION RECOVERY (2001)
 MA0521
 MA0521'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (GAC)
 MA0521'ENTIRE STRUCTURE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7645 ***********************************************************************
 AB7645  DESIGNATION -  C 238 RESET
 AB7645  PID         -  AB7645
 AB7645  STATE/COUNTY-  PA/CLEARFIELD
 AB7645  USGS QUAD   -  SABULA (1986)
 AB7645
 AB7645                         *CURRENT SURVEY CONTROL
 AB7645  ___________________________________________________________________
 AB7645* NAD 83(1986)-  41 08 19.     (N)    078 40 54.     (W)     SCALED    
 AB7645* NAVD 88     -       436.47   (meters)    1432.0    (feet)  RESET     
 AB7645  ___________________________________________________________________
 AB7645  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 AB7645
 AB7645  VERT ORDER  -  THIRD
 AB7645
 AB7645.The horizontal coordinates were scaled from a topographic map and have
 AB7645.an estimated accuracy of +/- 6 seconds.
 AB7645
 AB7645.The orthometric height was computed from unverified reset data.
 AB7645
 AB7645.The geoid height was determined by GEOID03.
 AB7645
 AB7645;                    North         East    Units  Estimated Accuracy
 AB7645;SPC PA N     -   108,360.      521,780.      MT  (+/- 180 meters Scaled)
 AB7645
 AB7645                          SUPERSEDED SURVEY CONTROL
 AB7645
 AB7645.No superseded survey control is available for this station.
 AB7645
 AB7645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF945567(NAD 83)
 AB7645_MARKER: DB = BENCH MARK DISK
 AB7645_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB7645_SP_SET: PARAPET BOX CULVERT
 AB7645_STAMPING: C 238 RESET 1996
 AB7645_MARK LOGO: CGS   
 AB7645_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7645+STABILITY: SURFACE MOTION
 AB7645
 AB7645  HISTORY     - Date     Condition        Report By
 AB7645  HISTORY     - 1996     MONUMENTED       PADH
 AB7645
 AB7645                          STATION DESCRIPTION
 AB7645
 AB7645'DESCRIBED BY PA DEPT OF HIGHWAYS 1996 (GC)
 AB7645'0.35 MILES (0.56 KM) NORTHEAST ALONG ROUTE 219 FROM THE HIGH SCHOOL IN
 AB7645'DUBOIS, THENCE 4.25 MILES (6.84 KM) SOUTHEAST ON STATE ROUTE 255 TO A
 AB7645'BLACKTOP ROAD CROSSING, THENCE 0.35 MILES (0.56 KM) SOUTH ON THE
 AB7645'BLACKTOP ROAD TO THE NORTH END OF EASTERN MOST PARAPET ON BOX CULVERT
 AB7645'OVER TRIBUTARY TO SANDY LICK CREEK ON STATE ROUTE 4015. NOTE--USED
 AB7645'ORIGINAL DISK TO SET RESET MARK AND WAS RESTAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0258 ***********************************************************************
 MA0258  DESIGNATION -  C 239
 MA0258  PID         -  MA0258
 MA0258  STATE/COUNTY-  PA/CLEARFIELD
 MA0258  USGS QUAD   -  CLEARFIELD (1981)
 MA0258
 MA0258                         *CURRENT SURVEY CONTROL
 MA0258  ___________________________________________________________________
 MA0258* NAD 83(1986)-  41 03 07.     (N)    078 28 20.     (W)     SCALED    
 MA0258* NAVD 88     -       405.306  (meters)    1329.74   (feet)  ADJUSTED  
 MA0258  ___________________________________________________________________
 MA0258  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 MA0258  DYNAMIC HT  -         405.112 (meters)    1329.11  (feet)  COMP
 MA0258  MODELED GRAV-     980,134.0   (mgal)                       NAVD 88
 MA0258
 MA0258  VERT ORDER  -  SECOND    CLASS 0
 MA0258
 MA0258.The horizontal coordinates were scaled from a topographic map and have
 MA0258.an estimated accuracy of +/- 6 seconds.
 MA0258
 MA0258.The orthometric height was determined by differential leveling
 MA0258.and adjusted by the National Geodetic Survey in June 1991..
 MA0258
 MA0258.The geoid height was determined by GEOID03.
 MA0258
 MA0258.The dynamic height is computed by dividing the NAVD 88
 MA0258.geopotential number by the normal gravity value computed on the
 MA0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0258.degrees latitude (g = 980.6199 gals.).
 MA0258
 MA0258.The modeled gravity was interpolated from observed gravity values.
 MA0258
 MA0258;                    North         East    Units  Estimated Accuracy
 MA0258;SPC PA N     -    98,570.      539,290.      MT  (+/- 180 meters Scaled)
 MA0258
 MA0258                          SUPERSEDED SURVEY CONTROL
 MA0258
 MA0258  NGVD 29 (??/??/92)  405.454  (m)         1330.23   (f) ADJ UNCH    2 0
 MA0258
 MA0258.Superseded values are not recommended for survey control.
 MA0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0258.See file dsdata.txt to determine how the superseded data were derived.
 MA0258
 MA0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF124476(NAD 83)
 MA0258_MARKER: DB = BENCH MARK DISK
 MA0258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0258_SP_SET: TROUGH
 MA0258_STAMPING: C 239 1959
 MA0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0258
 MA0258  HISTORY     - Date     Condition        Report By
 MA0258  HISTORY     - 1959     MONUMENTED       CGS
 MA0258
 MA0258                          STATION DESCRIPTION
 MA0258
 MA0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA0258'2 MI NW FROM CLEARFIELD.
 MA0258'1.95 MILE NORTHWEST ALONG STATE HIGHWAY 153 FROM THE CLEARFIELD
 MA0258'HOSPITAL IN CLEARFIELD TO A SPRING WHICH IS ROCKED UP FOR
 MA0258'TOURISTS, SET IN TOP OF THE TROUGH WHICH THE PIPE FROM THE
 MA0258'SPRING LEADS TO, 21 FEET SOUTHWEST OF THE CENTERLINE OF THE
 MA0258'ROAD AND ABOUT 4 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0590 ***********************************************************************
 KX0590  DESIGNATION -  C 24
 KX0590  PID         -  KX0590
 KX0590  STATE/COUNTY-  PA/CAMBRIA
 KX0590  USGS QUAD   -  CRESSON (1984)
 KX0590
 KX0590                         *CURRENT SURVEY CONTROL
 KX0590  ___________________________________________________________________
 KX0590* NAD 83(1986)-  40 27 59.     (N)    078 36 05.     (W)     SCALED    
 KX0590* NAVD 88     -       625.023  (meters)    2050.60   (feet)  ADJUSTED  
 KX0590  ___________________________________________________________________
 KX0590  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KX0590  DYNAMIC HT  -         624.668 (meters)    2049.43  (feet)  COMP
 KX0590  MODELED GRAV-     980,037.5   (mgal)                       NAVD 88
 KX0590
 KX0590  VERT ORDER  -  FIRST     CLASS II
 KX0590
 KX0590.The horizontal coordinates were scaled from a topographic map and have
 KX0590.an estimated accuracy of +/- 6 seconds.
 KX0590
 KX0590.The orthometric height was determined by differential leveling
 KX0590.and adjusted by the National Geodetic Survey in June 1991..
 KX0590.WARNING-Repeat measurements at this control monument indicate possible
 KX0590.vertical movement.
 KX0590
 KX0590.The geoid height was determined by GEOID03.
 KX0590
 KX0590.The dynamic height is computed by dividing the NAVD 88
 KX0590.geopotential number by the normal gravity value computed on the
 KX0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0590.degrees latitude (g = 980.6199 gals.).
 KX0590
 KX0590.The modeled gravity was interpolated from observed gravity values.
 KX0590
 KX0590;                    North         East    Units  Estimated Accuracy
 KX0590;SPC PA S     -   126,160.      527,800.      MT  (+/- 180 meters Scaled)
 KX0590
 KX0590                          SUPERSEDED SURVEY CONTROL
 KX0590
 KX0590  NGVD 29 (??/??/92)  625.154  (m)         2051.03   (f) ADJ UNCH    1 2
 KX0590
 KX0590.Superseded values are not recommended for survey control.
 KX0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0590.See file dsdata.txt to determine how the superseded data were derived.
 KX0590
 KX0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE033822(NAD 83)
 KX0590_MARKER: DB = BENCH MARK DISK
 KX0590_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0590_SP_SET: OVERPASS
 KX0590_STAMPING: C 24 1934
 KX0590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0590
 KX0590  HISTORY     - Date     Condition        Report By
 KX0590  HISTORY     - 1934     MONUMENTED       CGS
 KX0590  HISTORY     - 1941     GOOD             NGS
 KX0590  HISTORY     - 1967     GOOD             NGS
 KX0590
 KX0590                          STATION DESCRIPTION
 KX0590
 KX0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX0590'AT CRESSON.
 KX0590'AT CRESSON, CAMBRIA COUNTY, ON THE PENNSYLVANIA RAILROAD, AT
 KX0590'50-FOOT OVERPASS 0.72 OVER THE CRESSON-LORETTO ROAD, IN THE TOP
 KX0590'OF THE NORTH END OF THE WEST HEADWALL, 1.5 FEET SOUTH OF THE NORTH
 KX0590'END, 18 FEET WEST OF THE WEST RAIL, AND ABOUT LEVEL WITH THE TOP
 KX0590'OF THE RAIL.  A STANDARD DISK, STAMPED C 24 1934.
 KX0590
 KX0590                          STATION RECOVERY (1967)
 KX0590
 KX0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KX0590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2465 ***********************************************************************
 KW2465  DESIGNATION -  C 240
 KW2465  PID         -  KW2465
 KW2465  STATE/COUNTY-  PA/CENTRE
 KW2465  USGS QUAD   -  BELLEFONTE (1998)
 KW2465
 KW2465                         *CURRENT SURVEY CONTROL
 KW2465  ___________________________________________________________________
 KW2465* NAD 83(1986)-  40 58 50.     (N)    077 47 44.     (W)     SCALED    
 KW2465* NAVD 88     -       277.596  (meters)     910.75   (feet)  ADJUSTED  
 KW2465  ___________________________________________________________________
 KW2465  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KW2465  DYNAMIC HT  -         277.461 (meters)     910.30  (feet)  COMP
 KW2465  MODELED GRAV-     980,132.2   (mgal)                       NAVD 88
 KW2465
 KW2465  VERT ORDER  -  SECOND    CLASS 0
 KW2465
 KW2465.The horizontal coordinates were scaled from a topographic map and have
 KW2465.an estimated accuracy of +/- 6 seconds.
 KW2465
 KW2465.The orthometric height was determined by differential leveling
 KW2465.and adjusted by the National Geodetic Survey in June 1991..
 KW2465
 KW2465.The geoid height was determined by GEOID03.
 KW2465
 KW2465.The dynamic height is computed by dividing the NAVD 88
 KW2465.geopotential number by the normal gravity value computed on the
 KW2465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2465.degrees latitude (g = 980.6199 gals.).
 KW2465
 KW2465.The modeled gravity was interpolated from observed gravity values.
 KW2465
 KW2465;                    North         East    Units  Estimated Accuracy
 KW2465;SPC PA N     -    90,390.      596,170.      MT  (+/- 180 meters Scaled)
 KW2465
 KW2465                          SUPERSEDED SURVEY CONTROL
 KW2465
 KW2465  NGVD 29 (??/??/??)  277.790  (m)          911.38   (f) ADJUSTED    2 0
 KW2465
 KW2465.Superseded values are not recommended for survey control.
 KW2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2465.See file dsdata.txt to determine how the superseded data were derived.
 KW2465
 KW2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL648403(NAD 83)
 KW2465_MARKER: DB = BENCH MARK DISK
 KW2465_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2465_SP_SET: ABUTMENT
 KW2465_STAMPING: C 240 1959
 KW2465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2465
 KW2465  HISTORY     - Date     Condition        Report By
 KW2465  HISTORY     - 1959     MONUMENTED       CGS
 KW2465
 KW2465                          STATION DESCRIPTION
 KW2465
 KW2465'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW2465'3.4 MI N FROM MILESBURG.
 KW2465'1.3 MILE NORTH EAST ALONG THE RAILROAD TRACKS FROM THE RAILROAD
 KW2465'STATION IN MILESBURG THENCE NORTH 2.1 MILE ALONG HOLTS HOLLOW
 KW2465'RUN, SET IN THE TOP SLOPE (AND COUNTER-SUNK TO MARK LEVEL) OF
 KW2465'THE NORTH END OF THE EAST ABUTMENT OF AN 18 FOOT WOODEN BRIDGE
 KW2465'OVER HOLTS HOLLOW RUN, 9 FEET NORTH OF THE CENTER LINE OF THE
 KW2465'ROAD, 78 FEET WEST OF THE JUNCTION CENTERLINE OF TWO GRAVEL ROADS,
 KW2465'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0143 ***********************************************************************
 MA0143  DESIGNATION -  C 241
 MA0143  PID         -  MA0143
 MA0143  STATE/COUNTY-  PA/CLEARFIELD
 MA0143  USGS QUAD   -  CLEARFIELD (1981)
 MA0143
 MA0143                         *CURRENT SURVEY CONTROL
 MA0143  ___________________________________________________________________
 MA0143* NAD 83(1986)-  41 00 45.     (N)    078 23 34.     (W)     SCALED    
 MA0143* NAVD 88     -       370.811  (meters)    1216.57   (feet)  ADJUSTED  
 MA0143  ___________________________________________________________________
 MA0143  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 MA0143  DYNAMIC HT  -         370.633 (meters)    1215.99  (feet)  COMP
 MA0143  MODELED GRAV-     980,135.7   (mgal)                       NAVD 88
 MA0143
 MA0143  VERT ORDER  -  FIRST     CLASS I
 MA0143
 MA0143.The horizontal coordinates were scaled from a topographic map and have
 MA0143.an estimated accuracy of +/- 6 seconds.
 MA0143
 MA0143.The orthometric height was determined by differential leveling
 MA0143.and adjusted by the National Geodetic Survey in June 1991..
 MA0143
 MA0143.The geoid height was determined by GEOID03.
 MA0143
 MA0143.The dynamic height is computed by dividing the NAVD 88
 MA0143.geopotential number by the normal gravity value computed on the
 MA0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0143.degrees latitude (g = 980.6199 gals.).
 MA0143
 MA0143.The modeled gravity was interpolated from observed gravity values.
 MA0143
 MA0143;                    North         East    Units  Estimated Accuracy
 MA0143;SPC PA N     -    94,130.      545,930.      MT  (+/- 180 meters Scaled)
 MA0143
 MA0143                          SUPERSEDED SURVEY CONTROL
 MA0143
 MA0143  NGVD 29 (??/??/92)  370.977  (m)         1217.11   (f) ADJ UNCH    1 1
 MA0143
 MA0143.Superseded values are not recommended for survey control.
 MA0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0143.See file dsdata.txt to determine how the superseded data were derived.
 MA0143
 MA0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF192434(NAD 83)
 MA0143_MARKER: DB = BENCH MARK DISK
 MA0143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0143_SP_SET: CULVERT
 MA0143_STAMPING: C 241 1959
 MA0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0143
 MA0143  HISTORY     - Date     Condition        Report By
 MA0143  HISTORY     - 1959     MONUMENTED       CGS
 MA0143  HISTORY     - 1966     GOOD             NGS
 MA0143
 MA0143                          STATION DESCRIPTION
 MA0143
 MA0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MA0143'3.2 MI SE FROM CLEARFIELD.
 MA0143'ABOUT 3.2 MILES SOUTHEAST ALONG U.S. HIGHWAY FROM THE POST OFFICE
 MA0143'AT CLEARFIELD, 20 FEET NORTHEAST OF THE CENTER LINE OF THE
 MA0143'HIGHWAY, SET IN THE CENTER OF THE TOP OF THE NORTHEAST STONE
 MA0143'WALL OF A CULVERT UNDER THE HIGHWAY, 73 FEET NORTHEAST AND ACROSS
 MA0143'THE HIGHWAY FROM THE NORTHEAST RAIL OF THE PENNSYLVANIA RAILROAD,
 MA0143'44 FEET WEST-NORTHWEST OF THE SOUTH CORNER OF A TWO STORY BRICK
 MA0143'HOUSE, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0975 ***********************************************************************
 LZ0975  DESIGNATION -  C 242
 LZ0975  PID         -  LZ0975
 LZ0975  STATE/COUNTY-  PA/CLINTON
 LZ0975  USGS QUAD   -  CARROLL (1973)
 LZ0975
 LZ0975                         *CURRENT SURVEY CONTROL
 LZ0975  ___________________________________________________________________
 LZ0975* NAD 83(1986)-  41 03 14.     (N)    077 09 24.     (W)     SCALED    
 LZ0975* NAVD 88     -       441.943  (meters)    1449.94   (feet)  ADJUSTED  
 LZ0975  ___________________________________________________________________
 LZ0975  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 LZ0975  DYNAMIC HT  -         441.728 (meters)    1449.24  (feet)  COMP
 LZ0975  MODELED GRAV-     980,124.5   (mgal)                       NAVD 88
 LZ0975
 LZ0975  VERT ORDER  -  SECOND    CLASS 0
 LZ0975
 LZ0975.The horizontal coordinates were scaled from a topographic map and have
 LZ0975.an estimated accuracy of +/- 6 seconds.
 LZ0975
 LZ0975.The orthometric height was determined by differential leveling
 LZ0975.and adjusted by the National Geodetic Survey in June 1991..
 LZ0975
 LZ0975.The geoid height was determined by GEOID03.
 LZ0975
 LZ0975.The dynamic height is computed by dividing the NAVD 88
 LZ0975.geopotential number by the normal gravity value computed on the
 LZ0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0975.degrees latitude (g = 980.6199 gals.).
 LZ0975
 LZ0975.The modeled gravity was interpolated from observed gravity values.
 LZ0975
 LZ0975;                    North         East    Units  Estimated Accuracy
 LZ0975;SPC PA N     -    98,700.      649,880.      MT  (+/- 180 meters Scaled)
 LZ0975
 LZ0975                          SUPERSEDED SURVEY CONTROL
 LZ0975
 LZ0975  NGVD 29 (??/??/92)  442.132  (m)         1450.56   (f) ADJ UNCH    2 0
 LZ0975
 LZ0975.Superseded values are not recommended for survey control.
 LZ0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0975.See file dsdata.txt to determine how the superseded data were derived.
 LZ0975
 LZ0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL187469(NAD 83)
 LZ0975_MARKER: DB = BENCH MARK DISK
 LZ0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0975_STAMPING: C 242 1960
 LZ0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0975+STABILITY: SURFACE MOTION
 LZ0975
 LZ0975  HISTORY     - Date     Condition        Report By
 LZ0975  HISTORY     - 1960     MONUMENTED       CGS
 LZ0975
 LZ0975                          STATION DESCRIPTION
 LZ0975
 LZ0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LZ0975'8.7 MI E FROM LOGANTON.
 LZ0975'ABOUT 6.0 MILES EAST ALONG STATE HIGHWAY 880 FROM THE ALBRIGHT
 LZ0975'EVANGELICAL LUTHERAN CHURCH AT LOGANTON, THENCE 2.7 MILES EAST
 LZ0975'ALONG COUNTY ROAD 18018, 1.0 MILE WEST OF BENCH MARK Y 241, 0.95
 LZ0975'MILE WEST OF THE COUNTY LINE, 0.4 MILE EAST OF A TWO-STORY
 LZ0975'FRAME HOUSE (MR. M.C. MATTHEWS RESIDENCE), 51 FEET WEST OF A
 LZ0975'SMALL STONE BRIDGE OVER A STREAM, 30 FEET SOUTH OF THE CENTERLINE
 LZ0975'OF THE ROAD, 6 FEET WEST OF POLE NO. J-5894, AND 2 FEET BELOW
 LZ0975'THE LEVEL OF THE ROAD.  A COAST AND GEODETIC SURVEY BENCH-MARK
 LZ0975'DISK, STAMPED C 242 1960 AND SET IN THE TOP OF A CONCRETE POST
 LZ0975'PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- THIS BENCH MARK CAN
 LZ0975'ALSO BE REACHED BY GOING 2.9 MILES EAST ALONG COUNTY ROAD 629
 LZ0975'FROM THE JUNCTION OF THE ROAD AND STATE HIGHWAY 880 IN CARROLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2414 ***********************************************************************
 KW2414  DESIGNATION -  C 243 PADH
 KW2414  PID         -  KW2414
 KW2414  STATE/COUNTY-  PA/CENTRE
 KW2414  USGS QUAD   -  MADISONBURG (1983)
 KW2414
 KW2414                         *CURRENT SURVEY CONTROL
 KW2414  ___________________________________________________________________
 KW2414* NAD 83(1986)-  40 59 40.     (N)    077 33 37.     (W)     SCALED    
 KW2414* NAVD 88     -       264.489  (meters)     867.74   (feet)  ADJUSTED  
 KW2414  ___________________________________________________________________
 KW2414  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KW2414  DYNAMIC HT  -         264.363 (meters)     867.33  (feet)  COMP
 KW2414  MODELED GRAV-     980,142.2   (mgal)                       NAVD 88
 KW2414
 KW2414  VERT ORDER  -  SECOND    CLASS 0
 KW2414
 KW2414.The horizontal coordinates were scaled from a topographic map and have
 KW2414.an estimated accuracy of +/- 6 seconds.
 KW2414
 KW2414.The orthometric height was determined by differential leveling
 KW2414.and adjusted by the National Geodetic Survey in June 1991..
 KW2414
 KW2414.The geoid height was determined by GEOID03.
 KW2414
 KW2414.The dynamic height is computed by dividing the NAVD 88
 KW2414.geopotential number by the normal gravity value computed on the
 KW2414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2414.degrees latitude (g = 980.6199 gals.).
 KW2414
 KW2414.The modeled gravity was interpolated from observed gravity values.
 KW2414
 KW2414;                    North         East    Units  Estimated Accuracy
 KW2414;SPC PA N     -    91,950.      615,960.      MT  (+/- 180 meters Scaled)
 KW2414
 KW2414                          SUPERSEDED SURVEY CONTROL
 KW2414
 KW2414  NGVD 29 (??/??/??)  264.688  (m)          868.40   (f) ADJUSTED    2 0
 KW2414
 KW2414.Superseded values are not recommended for survey control.
 KW2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2414.See file dsdata.txt to determine how the superseded data were derived.
 KW2414
 KW2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL846412(NAD 83)
 KW2414_MARKER: DD = SURVEY DISK
 KW2414_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2414_SP_SET: BRIDGE WALL
 KW2414_STAMPING: C 243 1960
 KW2414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2414
 KW2414  HISTORY     - Date     Condition        Report By
 KW2414  HISTORY     - 1960     MONUMENTED       PADH
 KW2414  HISTORY     - 1960     GOOD             CGS
 KW2414
 KW2414                          STATION DESCRIPTION
 KW2414
 KW2414'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2414'2 MI SW FROM LAMAR.
 KW2414'IN CENTRE COUNTY, 2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 64
 KW2414'FROM THE LAMAR METHODIST CHURCH AT LAMAR, CLINTON COUNTY, 1.1
 KW2414'MILES WEST OF BENCH MARK B 243, AT AN EAST-AND-WEST BRIDGE
 KW2414'OVER THE HIGHWAY, 178 FEET SOUTH OF POWER POLE NO. 303, 84
 KW2414'FEET EAST OF THE INTERSECTION OF THE HIGHWAY AND SNYDERTOWN
 KW2414'ROAD, 22 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 KW2414'IN THE SOUTHWEST RETAINING WALL AT THE SOUTHWEST END OF THE
 KW2414'BRIDGE.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS BENCH-MARK DISK,
 KW2414'STAMPED C 243 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1012 ***********************************************************************
 LZ1012  DESIGNATION -  C 244
 LZ1012  PID         -  LZ1012
 LZ1012  STATE/COUNTY-  PA/CLINTON
 LZ1012  USGS QUAD   -  CARROLL (1973)
 LZ1012
 LZ1012                         *CURRENT SURVEY CONTROL
 LZ1012  ___________________________________________________________________
 LZ1012* NAD 83(1986)-  41 03 57.     (N)    077 12 56.     (W)     SCALED    
 LZ1012* NAVD 88     -       508.396  (meters)    1667.96   (feet)  ADJUSTED  
 LZ1012  ___________________________________________________________________
 LZ1012  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LZ1012  DYNAMIC HT  -         508.154 (meters)    1667.17  (feet)  COMP
 LZ1012  MODELED GRAV-     980,131.5   (mgal)                       NAVD 88
 LZ1012
 LZ1012  VERT ORDER  -  SECOND    CLASS 0
 LZ1012
 LZ1012.The horizontal coordinates were scaled from a topographic map and have
 LZ1012.an estimated accuracy of +/- 6 seconds.
 LZ1012
 LZ1012.The orthometric height was determined by differential leveling
 LZ1012.and adjusted by the National Geodetic Survey in June 1991..
 LZ1012
 LZ1012.The geoid height was determined by GEOID03.
 LZ1012
 LZ1012.The dynamic height is computed by dividing the NAVD 88
 LZ1012.geopotential number by the normal gravity value computed on the
 LZ1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1012.degrees latitude (g = 980.6199 gals.).
 LZ1012
 LZ1012.The modeled gravity was interpolated from observed gravity values.
 LZ1012
 LZ1012;                    North         East    Units  Estimated Accuracy
 LZ1012;SPC PA N     -    99,990.      644,920.      MT  (+/- 180 meters Scaled)
 LZ1012
 LZ1012                          SUPERSEDED SURVEY CONTROL
 LZ1012
 LZ1012  NGVD 29 (??/??/92)  508.590  (m)         1668.60   (f) ADJ UNCH    2 0
 LZ1012
 LZ1012.Superseded values are not recommended for survey control.
 LZ1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1012.See file dsdata.txt to determine how the superseded data were derived.
 LZ1012
 LZ1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL138484(NAD 83)
 LZ1012_MARKER: DB = BENCH MARK DISK
 LZ1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1012_STAMPING: C 244 1960
 LZ1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1012+STABILITY: SURFACE MOTION
 LZ1012
 LZ1012  HISTORY     - Date     Condition        Report By
 LZ1012  HISTORY     - 1960     MONUMENTED       CGS
 LZ1012
 LZ1012                          STATION DESCRIPTION
 LZ1012
 LZ1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LZ1012'10.6 MI SW FROM ANTES FORT.
 LZ1012'ABOUT 0.40 MILE SOUTHWEST ALONG BLACKTOP ROAD FROM THE DEPOT
 LZ1012'IN ANTES FORT THENCE 2.05 MILE SOUTHEAST ALONG STATE HIGHWAYS
 LZ1012'880 AND 44 THENCE 8.10 MILE SOUTH-SOUTHWEST ON STATE HIGHWAY
 LZ1012'880, 45 FEET WEST OF GUIDE POLE NO. J 6219, 4 FEET SOUTHEAST OF
 LZ1012'POWER POLE 2166, 230 FEET SOUTHEAST OF POWER POLE J 465, 21 FEET
 LZ1012'SOUTH WEST OF THE CENTERLINE OF STATE HIGHWAY 880, 0.95 MILE
 LZ1012'SOUTHWEST OF D 244, 1.05 MILE NORTH-NORTH EAST OF TRIANGULATION
 LZ1012'STATION CARROLL, STANDARD BENCH MARK DISK SET IN TOP OF CONCRETE
 LZ1012'POST STAMPED C244 1960, ABOUT LEVEL WITH THE ROAD, PROJECTING
 LZ1012'1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0425 ***********************************************************************
 MB0425  DESIGNATION -  C 245
 MB0425  PID         -  MB0425
 MB0425  STATE/COUNTY-  PA/MERCER
 MB0425  USGS QUAD   -  HADLEY (1977)
 MB0425
 MB0425                         *CURRENT SURVEY CONTROL
 MB0425  ___________________________________________________________________
 MB0425* NAD 83(1986)-  41 27 23.     (N)    080 10 19.     (W)     SCALED    
 MB0425* NAVD 88     -       401.411  (meters)    1316.96   (feet)  ADJUSTED  
 MB0425  ___________________________________________________________________
 MB0425  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 MB0425  DYNAMIC HT  -         401.239 (meters)    1316.40  (feet)  COMP
 MB0425  MODELED GRAV-     980,182.4   (mgal)                       NAVD 88
 MB0425
 MB0425  VERT ORDER  -  SECOND    CLASS 0
 MB0425
 MB0425.The horizontal coordinates were scaled from a topographic map and have
 MB0425.an estimated accuracy of +/- 6 seconds.
 MB0425
 MB0425.The orthometric height was determined by differential leveling
 MB0425.and adjusted by the National Geodetic Survey in June 1991..
 MB0425
 MB0425.The geoid height was determined by GEOID03.
 MB0425
 MB0425.The dynamic height is computed by dividing the NAVD 88
 MB0425.geopotential number by the normal gravity value computed on the
 MB0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0425.degrees latitude (g = 980.6199 gals.).
 MB0425
 MB0425.The modeled gravity was interpolated from observed gravity values.
 MB0425
 MB0425;                    North         East    Units  Estimated Accuracy
 MB0425;SPC PA N     -   146,060.      397,680.      MT  (+/- 180 meters Scaled)
 MB0425
 MB0425                          SUPERSEDED SURVEY CONTROL
 MB0425
 MB0425  NGVD 29 (??/??/92)  401.571  (m)         1317.49   (f) ADJ UNCH    2 0
 MB0425
 MB0425.Superseded values are not recommended for survey control.
 MB0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0425.See file dsdata.txt to determine how the superseded data were derived.
 MB0425
 MB0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF691897(NAD 83)
 MB0425_MARKER: DB = BENCH MARK DISK
 MB0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0425_STAMPING: C 245 1960
 MB0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0425+STABILITY: SURFACE MOTION
 MB0425
 MB0425  HISTORY     - Date     Condition        Report By
 MB0425  HISTORY     - 1960     MONUMENTED       CGS
 MB0425
 MB0425                          STATION DESCRIPTION
 MB0425
 MB0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MB0425'14.4 MI S FROM MEADVILLE.
 MB0425'ABOUT 1.95 MILE WEST ALONG U.S. HYS 19 AND 322 FROM THE
 MB0425'STATE HIGHWAY BUILDING IN THE SOUTH WEST EDGE OF MEADVILLE TO
 MB0425'THE JUNCTION OF HYS 19 AND 322 THENCE 10.3 MILE SOUTH ALONG
 MB0425'U.S. 19 TO THE MERCER CRAWFORD COUNTY LINE AND JUNCTION OF
 MB0425'STATE HY. 285 THENCE SOUTH EAST ON HY. 285, 17 FEET EAST OF THE
 MB0425'CENTERLINE OF HY. 285, 2 FEET WEST OF TELEPHONE POLE NO. 317,
 MB0425'47 FEET EAST-SOUTH EAST OF THE NORTH EAST CORNER OF A FENCE
 MB0425'LINE, 125 FEET SOUTH EAST OF A POWER POLE WITH A TRANSFORMER,
 MB0425'STANDARD BENCH DISK SET IN TOP OF CONCRETE POST, PROJECTING ABOUT
 MB0425'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1929 ***********************************************************************
 KW1929  DESIGNATION -  C 246
 KW1929  PID         -  KW1929
 KW1929  STATE/COUNTY-  PA/CUMBERLAND
 KW1929  USGS QUAD   -  CARLISLE (1984)
 KW1929
 KW1929                         *CURRENT SURVEY CONTROL
 KW1929  ___________________________________________________________________
 KW1929* NAD 83(1986)-  40 13 41.     (N)    077 09 01.     (W)     SCALED    
 KW1929* NAVD 88     -       135.258  (meters)     443.76   (feet)  ADJUSTED  
 KW1929  ___________________________________________________________________
 KW1929  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KW1929  DYNAMIC HT  -         135.190 (meters)     443.54  (feet)  COMP
 KW1929  MODELED GRAV-     980,118.4   (mgal)                       NAVD 88
 KW1929
 KW1929  VERT ORDER  -  FIRST     CLASS II
 KW1929
 KW1929.The horizontal coordinates were scaled from a topographic map and have
 KW1929.an estimated accuracy of +/- 6 seconds.
 KW1929
 KW1929.The orthometric height was determined by differential leveling
 KW1929.and adjusted by the National Geodetic Survey in June 1991..
 KW1929
 KW1929.The geoid height was determined by GEOID03.
 KW1929
 KW1929.The dynamic height is computed by dividing the NAVD 88
 KW1929.geopotential number by the normal gravity value computed on the
 KW1929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1929.degrees latitude (g = 980.6199 gals.).
 KW1929
 KW1929.The modeled gravity was interpolated from observed gravity values.
 KW1929
 KW1929;                    North         East    Units  Estimated Accuracy
 KW1929;SPC PA S     -    99,520.      651,040.      MT  (+/- 180 meters Scaled)
 KW1929
 KW1929                          SUPERSEDED SURVEY CONTROL
 KW1929
 KW1929  NGVD 29 (??/??/??)  135.477  (m)          444.48   (f) ADJUSTED    1 2
 KW1929
 KW1929.Superseded values are not recommended for survey control.
 KW1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1929.See file dsdata.txt to determine how the superseded data were derived.
 KW1929
 KW1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK170552(NAD 83)
 KW1929_MARKER: DB = BENCH MARK DISK
 KW1929_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1929_SP_SET: BRIDGE
 KW1929_STAMPING: C 246 1960
 KW1929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1929_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1929+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 KW1929
 KW1929  HISTORY     - Date     Condition        Report By
 KW1929  HISTORY     - 1960     MONUMENTED       CGS
 KW1929  HISTORY     - 1979     GOOD             NGS
 KW1929  HISTORY     - 19980619 GOOD             USPSQD
 KW1929  HISTORY     - 20050725 GOOD             USPSQD
 KW1929
 KW1929                          STATION DESCRIPTION
 KW1929
 KW1929'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1929'2.4 MI NE FROM CARLISLE.
 KW1929'ABOUT 2.45 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE JUNCTION
 KW1929'OF STATE HIGHWAY 34 AT CARLISLE, SET VERTICALLY IN THE SOUTHEAST
 KW1929'CONCRETE FACE AND NEAR THE SOUTHWEST END OF THE LARGE PENNSYLVANIA
 KW1929'TURNPIKE BRIDGE OVER THE HIGHWAY, 16.9 FEET NORTHWEST OF THE
 KW1929'CENTER LINE OF THE HIGHWAY AND 2.2 FEET ABOVE THE LEVEL OF THE
 KW1929'SIDEWALK.
 KW1929
 KW1929                          STATION RECOVERY (1979)
 KW1929
 KW1929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW1929'RECOVERED IN GOOD CONDITION.
 KW1929
 KW1929                          STATION RECOVERY (1998)
 KW1929
 KW1929'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW1929'RECOVERED IN GOOD CONDITION.
 KW1929
 KW1929                          STATION RECOVERY (2005)
 KW1929
 KW1929'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPP)
 KW1929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1215 ***********************************************************************
 KW1215  DESIGNATION -  C 247
 KW1215  PID         -  KW1215
 KW1215  STATE/COUNTY-  PA/DAUPHIN
 KW1215  USGS QUAD   -  HARRISBURG WEST (1987)
 KW1215
 KW1215                         *CURRENT SURVEY CONTROL
 KW1215  ___________________________________________________________________
 KW1215* NAD 83(1986)-  40 19 36.     (N)    076 52 46.     (W)     SCALED    
 KW1215* NAVD 88     -       125.245  (meters)     410.91   (feet)  ADJUSTED  
 KW1215  ___________________________________________________________________
 KW1215  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KW1215  DYNAMIC HT  -         125.183 (meters)     410.70  (feet)  COMP
 KW1215  MODELED GRAV-     980,129.1   (mgal)                       NAVD 88
 KW1215
 KW1215  VERT ORDER  -  SECOND    CLASS 0
 KW1215
 KW1215.The horizontal coordinates were scaled from a topographic map and have
 KW1215.an estimated accuracy of +/- 6 seconds.
 KW1215
 KW1215.The orthometric height was determined by differential leveling
 KW1215.and adjusted by the National Geodetic Survey in June 1991..
 KW1215
 KW1215.The geoid height was determined by GEOID03.
 KW1215
 KW1215.The dynamic height is computed by dividing the NAVD 88
 KW1215.geopotential number by the normal gravity value computed on the
 KW1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1215.degrees latitude (g = 980.6199 gals.).
 KW1215
 KW1215.The modeled gravity was interpolated from observed gravity values.
 KW1215
 KW1215;                    North         East    Units  Estimated Accuracy
 KW1215;SPC PA S     -   110,660.      673,980.      MT  (+/- 180 meters Scaled)
 KW1215
 KW1215                          SUPERSEDED SURVEY CONTROL
 KW1215
 KW1215  NGVD 29 (??/??/??)  125.466  (m)          411.63   (f) ADJUSTED    2 0
 KW1215
 KW1215.Superseded values are not recommended for survey control.
 KW1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1215.See file dsdata.txt to determine how the superseded data were derived.
 KW1215
 KW1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK403657(NAD 83)
 KW1215_MARKER: DB = BENCH MARK DISK
 KW1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1215_STAMPING: C 247 1960
 KW1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1215+STABILITY: SURFACE MOTION
 KW1215
 KW1215  HISTORY     - Date     Condition        Report By
 KW1215  HISTORY     - 1960     MONUMENTED       CGS
 KW1215  HISTORY     - 20010108 MARK NOT FOUND   PADT
 KW1215
 KW1215                          STATION DESCRIPTION
 KW1215
 KW1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1215'1.6 MI SE FROM ROCKVILLE.
 KW1215'ABOUT 0.8 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1215'EAST END OF THE LARGE PENNSYLVANIA RAILROAD BRIDGE OVER THE
 KW1215'SUSQUEHANNA RIVER AT ROCKVILLE, THENCE 0.8 MILE EAST ALONG
 KW1215'STATE HIGHWAY 39, AT THE INTERSECTION OF STATE HIGHWAY 39 AND
 KW1215'FARGREEN ROAD, 68 1/2 FEET NORTH OF THE CENTER LINE OF STATE
 KW1215'HIGHWAY 39, 18 FEET WEST OF THE CENTER LINE OF FARGREEN ROAD,
 KW1215'2 1/2 FEET SOUTH OF POWER LINE POLE NO. 7639, 6 FEET SOUTHEAST OF
 KW1215'A FENCE CORNER, 1 FOOT EAST OF A FENCE LINE, 2 1/2 FEET NORTH
 KW1215'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SE
 KW1215'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 KW1215'LEVEL OF THE GROUND.
 KW1215
 KW1215                          STATION RECOVERY (2001)
 KW1215
 KW1215'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (SMM)
 KW1215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1216 ***********************************************************************
 KW1216  DESIGNATION -  C 247 PADH RESET 1973
 KW1216  PID         -  KW1216
 KW1216  STATE/COUNTY-  PA/DAUPHIN
 KW1216  USGS QUAD   -  HARRISBURG WEST (1987)
 KW1216
 KW1216                         *CURRENT SURVEY CONTROL
 KW1216  ___________________________________________________________________
 KW1216* NAD 83(1986)-  40 19 36.     (N)    076 52 46.     (W)     SCALED    
 KW1216* NAVD 88     -       122.48   (+/-2cm)     401.8    (feet)  VERTCON   
 KW1216  ___________________________________________________________________
 KW1216  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KW1216
 KW1216  VERT ORDER  -  THIRD (See Below)
 KW1216
 KW1216.The horizontal coordinates were scaled from a topographic map and have
 KW1216.an estimated accuracy of +/- 6 seconds.
 KW1216
 KW1216.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW1216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW1216.The vertical order pertains to the NGVD 29 superseded value.
 KW1216
 KW1216.The geoid height was determined by GEOID03.
 KW1216
 KW1216;                    North         East    Units  Estimated Accuracy
 KW1216;SPC PA S     -   110,660.      673,980.      MT  (+/- 180 meters Scaled)
 KW1216
 KW1216                          SUPERSEDED SURVEY CONTROL
 KW1216
 KW1216  NGVD 29 (??/??/??)  122.69   (m)          402.5    (f) RESET       3  
 KW1216
 KW1216.Superseded values are not recommended for survey control.
 KW1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1216.See file dsdata.txt to determine how the superseded data were derived.
 KW1216
 KW1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK403657(NAD 83)
 KW1216_MARKER: DB = BENCH MARK DISK
 KW1216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1216_SP_SET: DRAINAGE INLET
 KW1216_STAMPING: C 247 RESET 1973
 KW1216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW1216+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2001
 KW1216
 KW1216  HISTORY     - Date     Condition        Report By
 KW1216  HISTORY     - 1973     MONUMENTED       PADH
 KW1216  HISTORY     - 19950311 GOOD             USPSQD
 KW1216  HISTORY     - 20010108 GOOD             PADT
 KW1216
 KW1216                          STATION DESCRIPTION
 KW1216
 KW1216'DESCRIBED BY PA DEPT OF HIGHWAYS 1973
 KW1216'1.6 MI SE FROM ROCKVILLE.
 KW1216'ABOUT 0.8 MILE SOUTH ALONG THE PENN-CENTRAL RAILROAD FROM THE
 KW1216'EAST END OF THE LARGE RAILROAD BRIDGE OVER THE SUSQUEHANNA RIVER
 KW1216'AT ROCKVILLE, THENCE 0.8 MILE EAST ALONG STATE HIGHWAY 39, AT
 KW1216'THE INTERSECTION OF FARGREEN ROAD, 35 FEET NORTH OF THE CENTER
 KW1216'LINE OF THE HIGHWAY, 32 FEET WEST OF THE CENTER LINE OF FARGREEN
 KW1216'ROAD, ABOUT 3 FEET LOWER THAN THE HIGHWAY AND SET IN THE
 KW1216'NORTHEAST CORNER OF A DRAINAGE INLET.
 KW1216
 KW1216                          STATION RECOVERY (1995)
 KW1216
 KW1216'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW1216'RECOVERED IN GOOD CONDITION.
 KW1216
 KW1216                          STATION RECOVERY (2001)
 KW1216
 KW1216'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (SMM)
 KW1216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1309 ***********************************************************************
 KW1309  DESIGNATION -  C 248
 KW1309  PID         -  KW1309
 KW1309  STATE/COUNTY-  PA/DAUPHIN
 KW1309  USGS QUAD   -  HARRISBURG EAST (1987)
 KW1309
 KW1309                         *CURRENT SURVEY CONTROL
 KW1309  ___________________________________________________________________
 KW1309* NAD 83(1986)-  40 20 06.     (N)    076 46 39.     (W)     SCALED    
 KW1309* NAVD 88     -       151.677  (meters)     497.63   (feet)  ADJUSTED  
 KW1309  ___________________________________________________________________
 KW1309  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 KW1309  DYNAMIC HT  -         151.600 (meters)     497.37  (feet)  COMP
 KW1309  MODELED GRAV-     980,116.8   (mgal)                       NAVD 88
 KW1309
 KW1309  VERT ORDER  -  SECOND    CLASS 0
 KW1309
 KW1309.The horizontal coordinates were scaled from a topographic map and have
 KW1309.an estimated accuracy of +/- 6 seconds.
 KW1309
 KW1309.The orthometric height was determined by differential leveling
 KW1309.and adjusted by the National Geodetic Survey in June 1991..
 KW1309
 KW1309.The geoid height was determined by GEOID03.
 KW1309
 KW1309.The dynamic height is computed by dividing the NAVD 88
 KW1309.geopotential number by the normal gravity value computed on the
 KW1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1309.degrees latitude (g = 980.6199 gals.).
 KW1309
 KW1309.The modeled gravity was interpolated from observed gravity values.
 KW1309
 KW1309;                    North         East    Units  Estimated Accuracy
 KW1309;SPC PA S     -   111,680.      682,630.      MT  (+/- 180 meters Scaled)
 KW1309
 KW1309                          SUPERSEDED SURVEY CONTROL
 KW1309
 KW1309  NGVD 29 (??/??/??)  151.890  (m)          498.33   (f) ADJUSTED    2 0
 KW1309
 KW1309.Superseded values are not recommended for survey control.
 KW1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1309.See file dsdata.txt to determine how the superseded data were derived.
 KW1309
 KW1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK490664(NAD 83)
 KW1309_MARKER: DB = BENCH MARK DISK
 KW1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1309_STAMPING: C 248 1960
 KW1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1309+STABILITY: SURFACE MOTION
 KW1309_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1309+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2003
 KW1309
 KW1309  HISTORY     - Date     Condition        Report By
 KW1309  HISTORY     - 1960     MONUMENTED       CGS
 KW1309  HISTORY     - 19950618 GOOD             USPSQD
 KW1309  HISTORY     - 19960427 GOOD             USPSQD
 KW1309  HISTORY     - 20030916 GOOD             HERBER
 KW1309
 KW1309                          STATION DESCRIPTION
 KW1309
 KW1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1309'1.9 MI SE FROM LINGLESTOWN.
 KW1309'ABOUT 1.1 MILES EAST ALONG STATE HIGHWAY 39 FROM THE FLAG POLE
 KW1309'IN THE TRAFFIC CIRCLE AT THE CENTER OF LINGLESTOWN, THENCE
 KW1309'0.8 MILE SOUTH ALONG WENRICH STREET, 90 YARDS NORTH OF THE
 KW1309'INTERSECTION OF BLUERIDGE AVENUE AND WENRICH STREET, 13 FEET
 KW1309'WEST OF THE CENTER LINE OF WENRICH STREET, 56 FEET NORTH OF
 KW1309'THE CENTER LINE OF A DRIVEWAY LEADING WEST, 19 FEET SOUTH OF AN
 KW1309'18-INCH CHERRY TREE, 3 FEET NORTH OF POWER LINE POLE NO. 245-3-7715,
 KW1309'1.3 FEET EAST OF A BOARD FENCE, 2 FEET ABOVE THE LEVEL OF THE
 KW1309'STREET AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 KW1309'INCHES ABOVE THE LEVEL OF THE GROUND.
 KW1309
 KW1309                          STATION RECOVERY (1995)
 KW1309
 KW1309'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW1309'RECOVERED IN GOOD CONDITION.
 KW1309
 KW1309                          STATION RECOVERY (1996)
 KW1309
 KW1309'RECOVERY NOTE BY US POWER SQUADRON 1996
 KW1309'RECOVERED IN GOOD CONDITION.
 KW1309
 KW1309                          STATION RECOVERY (2003)
 KW1309
 KW1309'RECOVERY NOTE BY HERBERT, ROWLAND AND GRUBIC 2003 (EMO)
 KW1309'MARK FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1492 ***********************************************************************
 KW1492  DESIGNATION -  C 249 PADH
 KW1492  PID         -  KW1492
 KW1492  STATE/COUNTY-  PA/LEBANON
 KW1492  USGS QUAD   -  TOWER CITY (1974)
 KW1492
 KW1492                         *CURRENT SURVEY CONTROL
 KW1492  ___________________________________________________________________
 KW1492* NAD 83(1986)-  40 30 46.     (N)    076 30 49.     (W)     SCALED    
 KW1492* NAVD 88     -       162.726  (meters)     533.88   (feet)  ADJUSTED  
 KW1492  ___________________________________________________________________
 KW1492  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 KW1492  DYNAMIC HT  -         162.644 (meters)     533.61  (feet)  COMP
 KW1492  MODELED GRAV-     980,121.0   (mgal)                       NAVD 88
 KW1492
 KW1492  VERT ORDER  -  SECOND    CLASS 0
 KW1492
 KW1492.The horizontal coordinates were scaled from a topographic map and have
 KW1492.an estimated accuracy of +/- 6 seconds.
 KW1492
 KW1492.The orthometric height was determined by differential leveling
 KW1492.and adjusted by the National Geodetic Survey in June 1991..
 KW1492
 KW1492.The geoid height was determined by GEOID03.
 KW1492
 KW1492.The dynamic height is computed by dividing the NAVD 88
 KW1492.geopotential number by the normal gravity value computed on the
 KW1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1492.degrees latitude (g = 980.6199 gals.).
 KW1492
 KW1492.The modeled gravity was interpolated from observed gravity values.
 KW1492
 KW1492;                    North         East    Units  Estimated Accuracy
 KW1492;SPC PA S     -   131,690.      704,780.      MT  (+/- 180 meters Scaled)
 KW1492
 KW1492                          SUPERSEDED SURVEY CONTROL
 KW1492
 KW1492  NGVD 29 (??/??/??)  162.929  (m)          534.54   (f) ADJUSTED    2 0
 KW1492
 KW1492.Superseded values are not recommended for survey control.
 KW1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1492.See file dsdata.txt to determine how the superseded data were derived.
 KW1492
 KW1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK717857(NAD 83)
 KW1492_MARKER: DD = SURVEY DISK
 KW1492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1492_SP_SET: CULVERT
 KW1492_STAMPING: C 249
 KW1492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1492_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1492+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 KW1492
 KW1492  HISTORY     - Date     Condition        Report By
 KW1492  HISTORY     - UNK      MONUMENTED       PADH
 KW1492  HISTORY     - 1960     GOOD             CGS
 KW1492  HISTORY     - 20040805 GOOD             GEOCAC
 KW1492
 KW1492                          STATION DESCRIPTION
 KW1492
 KW1492'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1492'2.6 MI NE FROM GREEN POINT.
 KW1492'2.6 MILES NORTHEAST ALONG STATE HIGHWAY 443 FROM THE JUNCTION
 KW1492'OF STATE HIGHWAY 72 AT GREEN POINT, 18.8 FEET EAST OF THE CENTER
 KW1492'OF HIGHWAY 443.  AND IS SET IN THE TOP OF THE SOUTHWEST CONCRETE
 KW1492'WINGWALL OF A 6 BY 6 FEET CONCRETE BOX CULVERT AT THE TWIN
 KW1492'GROVE PARK.  IT IS ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 KW1492
 KW1492                          STATION RECOVERY (2004)
 KW1492
 KW1492'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0495 ***********************************************************************
 MA0495  DESIGNATION -  C 25
 MA0495  PID         -  MA0495
 MA0495  STATE/COUNTY-  PA/CLEARFIELD
 MA0495  USGS QUAD   -  PENFIELD (1993)
 MA0495
 MA0495                         *CURRENT SURVEY CONTROL
 MA0495  ___________________________________________________________________
 MA0495* NAD 83(1986)-  41 10 37.     (N)    078 36 03.     (W)     SCALED    
 MA0495* NAVD 88     -       408.956  (meters)    1341.72   (feet)  ADJUSTED  
 MA0495  ___________________________________________________________________
 MA0495  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 MA0495  DYNAMIC HT  -         408.754 (meters)    1341.05  (feet)  COMP
 MA0495  MODELED GRAV-     980,119.1   (mgal)                       NAVD 88
 MA0495
 MA0495  VERT ORDER  -  SECOND    CLASS 0
 MA0495
 MA0495.The horizontal coordinates were scaled from a topographic map and have
 MA0495.an estimated accuracy of +/- 6 seconds.
 MA0495
 MA0495.The orthometric height was determined by differential leveling
 MA0495.and adjusted by the National Geodetic Survey in June 1991..
 MA0495
 MA0495.The geoid height was determined by GEOID03.
 MA0495
 MA0495.The dynamic height is computed by dividing the NAVD 88
 MA0495.geopotential number by the normal gravity value computed on the
 MA0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0495.degrees latitude (g = 980.6199 gals.).
 MA0495
 MA0495.The modeled gravity was interpolated from observed gravity values.
 MA0495
 MA0495;                    North         East    Units  Estimated Accuracy
 MA0495;SPC PA N     -   112,550.      528,610.      MT  (+/- 180 meters Scaled)
 MA0495
 MA0495                          SUPERSEDED SURVEY CONTROL
 MA0495
 MA0495  NGVD 29 (??/??/92)  409.084  (m)         1342.14   (f) ADJ UNCH    2 0
 MA0495
 MA0495.Superseded values are not recommended for survey control.
 MA0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0495.See file dsdata.txt to determine how the superseded data were derived.
 MA0495
 MA0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF012611(NAD 83)
 MA0495_MARKER: DB = BENCH MARK DISK
 MA0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0495_STAMPING: C 25 1934
 MA0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0495+STABILITY: SURFACE MOTION
 MA0495
 MA0495  HISTORY     - Date     Condition        Report By
 MA0495  HISTORY     - 1934     MONUMENTED       CGS
 MA0495
 MA0495                          STATION DESCRIPTION
 MA0495
 MA0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0495'9.8 MI E FROM DU BOIS.
 MA0495'ABOUT 9.8 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0495'DU BOIS, CLEARFIELD COUNTY, ABOUT 3.8 MILES EAST OF SABULA,
 MA0495'ABOUT 1,360 FEET WEST OF MILEPOST 35, AT A ROAD CROSSING, 24 FEET
 MA0495'EAST OF THE ROAD, 17 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 MA0495'AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 MA0495'STAMPED C 25 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0463 ***********************************************************************
 MB0463  DESIGNATION -  C 250
 MB0463  PID         -  MB0463
 MB0463  STATE/COUNTY-  PA/LAWRENCE
 MB0463  USGS QUAD   -  HARLANSBURG (1990)
 MB0463
 MB0463                         *CURRENT SURVEY CONTROL
 MB0463  ___________________________________________________________________
 MB0463* NAD 83(1986)-  41 05 40.     (N)    080 08 15.     (W)     SCALED    
 MB0463* NAVD 88     -       385.207  (meters)    1263.80   (feet)  ADJUSTED  
 MB0463  ___________________________________________________________________
 MB0463  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 MB0463  DYNAMIC HT  -         385.024 (meters)    1263.20  (feet)  COMP
 MB0463  MODELED GRAV-     980,137.2   (mgal)                       NAVD 88
 MB0463
 MB0463  VERT ORDER  -  SECOND    CLASS 0
 MB0463
 MB0463.The horizontal coordinates were scaled from a topographic map and have
 MB0463.an estimated accuracy of +/- 6 seconds.
 MB0463
 MB0463.The orthometric height was determined by differential leveling
 MB0463.and adjusted by the National Geodetic Survey in June 1991..
 MB0463
 MB0463.The geoid height was determined by GEOID03.
 MB0463
 MB0463.The dynamic height is computed by dividing the NAVD 88
 MB0463.geopotential number by the normal gravity value computed on the
 MB0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0463.degrees latitude (g = 980.6199 gals.).
 MB0463
 MB0463.The modeled gravity was interpolated from observed gravity values.
 MB0463
 MB0463;                    North         East    Units  Estimated Accuracy
 MB0463;SPC PA S     -   198,260.      399,430.      MT  (+/- 180 meters Scaled)
 MB0463
 MB0463                          SUPERSEDED SURVEY CONTROL
 MB0463
 MB0463  NGVD 29 (??/??/92)  385.337  (m)         1264.23   (f) ADJ UNCH    2 0
 MB0463
 MB0463.Superseded values are not recommended for survey control.
 MB0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0463.See file dsdata.txt to determine how the superseded data were derived.
 MB0463
 MB0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF724496(NAD 83)
 MB0463_MARKER: DB = BENCH MARK DISK
 MB0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0463_STAMPING: C 250 1960
 MB0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0463+STABILITY: SURFACE MOTION
 MB0463
 MB0463  HISTORY     - Date     Condition        Report By
 MB0463  HISTORY     - 1960     MONUMENTED       CGS
 MB0463
 MB0463                          STATION DESCRIPTION
 MB0463
 MB0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MB0463'5.2 MI N FROM MOORES CORNERS.
 MB0463'ABOUT 2.7 MILE NORTH ALONG COUNTY ROAD 37049 FROM THE JUNCTION
 MB0463'OF STATE HIGHWAYS 488 AND 108 AT MOORES CORNERS TO JUNCTION
 MB0463'OF COUNTY ROADS 37049 AND 37048 THENCE 0.65 MILE WEST ON COUNTY
 MB0463'ROAD 37048 TO T JUNCTION OF COUNTY ROAD 37048 AND MASON ROAD
 MB0463'(GRAVEL) THENCE NORTH 1.75 MILE (NORTH AND WEST) ON MASON ROAD
 MB0463'TO T GRAVEL ROAD JUNCTION OF MASON RD, AND FOSTER RD. THENCE
 MB0463'0.05 MILE NORTH EAST ON FOSTER RD., 22 FEET EAST OF THE CENTERLINE
 MB0463'OF DIRT ROAD, 2 FEET NORTH WEST OF STATE GAME SIGN POST, 11 FEET
 MB0463'SOUTH EAST OF A HEMLOCK TREE, 170 FEET NORTH EAST OF POWER POLE,
 MB0463'225 FEET NORTH OF A RED BRICK BUILDING, STANDARD BENCH MARK DISK
 MB0463'SET IN TOP OF CONCRETE POST PROJECTING ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0454 ***********************************************************************
 MB0454  DESIGNATION -  C 251
 MB0454  PID         -  MB0454
 MB0454  STATE/COUNTY-  PA/MERCER
 MB0454  USGS QUAD   -  MERCER (1990)
 MB0454
 MB0454                         *CURRENT SURVEY CONTROL
 MB0454  ___________________________________________________________________
 MB0454* NAD 83(1986)-  41 10 27.     (N)    080 10 05.     (W)     SCALED    
 MB0454* NAVD 88     -       404.073  (meters)    1325.70   (feet)  ADJUSTED  
 MB0454  ___________________________________________________________________
 MB0454  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MB0454  DYNAMIC HT  -         403.885 (meters)    1325.08  (feet)  COMP
 MB0454  MODELED GRAV-     980,146.7   (mgal)                       NAVD 88
 MB0454
 MB0454  VERT ORDER  -  SECOND    CLASS 0
 MB0454
 MB0454.The horizontal coordinates were scaled from a topographic map and have
 MB0454.an estimated accuracy of +/- 6 seconds.
 MB0454
 MB0454.The orthometric height was determined by differential leveling
 MB0454.and adjusted by the National Geodetic Survey in June 1991..
 MB0454
 MB0454.The geoid height was determined by GEOID03.
 MB0454
 MB0454.The dynamic height is computed by dividing the NAVD 88
 MB0454.geopotential number by the normal gravity value computed on the
 MB0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0454.degrees latitude (g = 980.6199 gals.).
 MB0454
 MB0454.The modeled gravity was interpolated from observed gravity values.
 MB0454
 MB0454;                    North         East    Units  Estimated Accuracy
 MB0454;SPC PA N     -   114,720.      397,130.      MT  (+/- 180 meters Scaled)
 MB0454
 MB0454                          SUPERSEDED SURVEY CONTROL
 MB0454
 MB0454  NGVD 29 (??/??/92)  404.204  (m)         1326.13   (f) ADJ UNCH    2 0
 MB0454
 MB0454.Superseded values are not recommended for survey control.
 MB0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0454.See file dsdata.txt to determine how the superseded data were derived.
 MB0454
 MB0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF697584(NAD 83)
 MB0454_MARKER: DB = BENCH MARK DISK
 MB0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0454_STAMPING: C 251 1960
 MB0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0454+STABILITY: SURFACE MOTION
 MB0454
 MB0454  HISTORY     - Date     Condition        Report By
 MB0454  HISTORY     - 1960     MONUMENTED       CGS
 MB0454  HISTORY     - 19991101 POOR             PADT
 MB0454
 MB0454                          STATION DESCRIPTION
 MB0454
 MB0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MB0454'7.4 MI SE FROM MERCER.
 MB0454'ABOUT 3.25 MILE EAST ALONG COUNTY ROAD 43027 FROM THE RAILROAD
 MB0454'CROSSING IN EAST MERCER TO A GRAVEL ROAD JUNCTION SOUTH THENCE
 MB0454'2.65 MILE SOUTH ON GRAVEL ROAD TO JUNCTION OF STATE HY. 58
 MB0454'THENCE 0.05 MILE SOUTH EAST ON HY. 58 TO A GRAVEL ROAD JUNCTION
 MB0454'SOUTH THENCE 1.5 MILE SOUTH ON GRAVEL ROAD, STANDARD BENCH MARK
 MB0454'DISK SET IN TOP OF CONCRETE POST PROJECTING ABOUT 2 INCHES, 24
 MB0454'FEET WEST OF THE CENTERLINE OF DIRT ROAD, 43 FEET WEST OF A POWER
 MB0454'POLE (NO. NUMBER), 89 FEET NORTH OF A TWO-STORY HOUSE, 6 FEET
 MB0454'NORTH OF A WIRE FENCE.
 MB0454
 MB0454                          STATION RECOVERY (1999)
 MB0454
 MB0454'RECOVERY NOTE BY PA DEPT OF TRANSP 1999
 MB0454'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0616 ***********************************************************************
 KY0616  DESIGNATION -  C 252
 KY0616  PID         -  KY0616
 KY0616  STATE/COUNTY-  PA/ALLEGHENY
 KY0616  USGS QUAD   -  BRIDGEVILLE (1979)
 KY0616
 KY0616                         *CURRENT SURVEY CONTROL
 KY0616  ___________________________________________________________________
 KY0616* NAD 83(1986)-  40 20 53.     (N)    080 06 45.     (W)     SCALED    
 KY0616* NAVD 88     -       255.139  (meters)     837.07   (feet)  ADJUSTED  
 KY0616  ___________________________________________________________________
 KY0616  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KY0616  DYNAMIC HT  -         255.003 (meters)     836.62  (feet)  COMP
 KY0616  MODELED GRAV-     980,086.0   (mgal)                       NAVD 88
 KY0616
 KY0616  VERT ORDER  -  SECOND    CLASS 0
 KY0616
 KY0616.The horizontal coordinates were scaled from a topographic map and have
 KY0616.an estimated accuracy of +/- 6 seconds.
 KY0616
 KY0616.The orthometric height was determined by differential leveling
 KY0616.and adjusted by the National Geodetic Survey in June 1991..
 KY0616
 KY0616.The geoid height was determined by GEOID03.
 KY0616
 KY0616.The dynamic height is computed by dividing the NAVD 88
 KY0616.geopotential number by the normal gravity value computed on the
 KY0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0616.degrees latitude (g = 980.6199 gals.).
 KY0616
 KY0616.The modeled gravity was interpolated from observed gravity values.
 KY0616
 KY0616;                    North         East    Units  Estimated Accuracy
 KY0616;SPC PA S     -   115,350.      399,320.      MT  (+/- 180 meters Scaled)
 KY0616
 KY0616                          SUPERSEDED SURVEY CONTROL
 KY0616
 KY0616  NGVD 29 (??/??/92)  255.282  (m)          837.54   (f) ADJ UNCH    2 0
 KY0616
 KY0616.Superseded values are not recommended for survey control.
 KY0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0616.See file dsdata.txt to determine how the superseded data were derived.
 KY0616
 KY0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE753667(NAD 83)
 KY0616_MARKER: DB = BENCH MARK DISK
 KY0616_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0616_SP_SET: ABUTMENT
 KY0616_STAMPING: C 252 1960
 KY0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0616
 KY0616  HISTORY     - Date     Condition        Report By
 KY0616  HISTORY     - 1960     MONUMENTED       CGS
 KY0616
 KY0616                          STATION DESCRIPTION
 KY0616
 KY0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0616'0.5 MI SW FROM BRIDGEVILLE.
 KY0616'ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 519 FROM THE
 KY0616'JUNCTION OF STATE HIGHWAYS 519 AND 28 IN THE SOUTHWEST EDGE OF
 KY0616'BRIDGEVILLE, SET IN THE TOP CENTER OF THE SOUTHWEST ABUTMENT
 KY0616'OF A 21 FOOT BRIDGE OVER A CREEK AT THE SOUTHWEST EDGE OF
 KY0616'BRIDGEVILLE, 27 FEET SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 KY0616'519, 21 FEET NORTHEAST OF THE CENTERLINE OF A BLACKTOP ROAD
 KY0616'SOUTHEAST TO WESTERN PENN POWER, BRIDGEVILLE DISTRICT, BUILDING,
 KY0616'ABOUT 1 FOOT ABOVE THE HIGHWAY AND DRILLED IN HORIZONTAL.
 KY0616'NOTE-- ABOUT 4.45 MILE NORTHEAST ALONG STATE HIGHWAY 519 FROM
 KY0616'THE MONTOUR RAILROAD OVERPASS IN HENDERSONVILLE, WASHINGTON,
 KY0616'COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0263 ***********************************************************************
 KY0263  DESIGNATION -  C 253
 KY0263  PID         -  KY0263
 KY0263  STATE/COUNTY-  PA/ALLEGHENY
 KY0263  USGS QUAD   -  EMSWORTH (1979)
 KY0263
 KY0263                         *CURRENT SURVEY CONTROL
 KY0263  ___________________________________________________________________
 KY0263* NAD 83(1986)-  40 32 31.     (N)    080 07 21.     (W)     SCALED    
 KY0263* NAVD 88     -       262.728  (meters)     861.97   (feet)  ADJUSTED  
 KY0263  ___________________________________________________________________
 KY0263  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KY0263  DYNAMIC HT  -         262.591 (meters)     861.52  (feet)  COMP
 KY0263  MODELED GRAV-     980,097.6   (mgal)                       NAVD 88
 KY0263
 KY0263  VERT ORDER  -  SECOND    CLASS 0
 KY0263
 KY0263.The horizontal coordinates were scaled from a topographic map and have
 KY0263.an estimated accuracy of +/- 6 seconds.
 KY0263
 KY0263.The orthometric height was determined by differential leveling
 KY0263.and adjusted by the National Geodetic Survey in June 1991..
 KY0263
 KY0263.The geoid height was determined by GEOID03.
 KY0263
 KY0263.The dynamic height is computed by dividing the NAVD 88
 KY0263.geopotential number by the normal gravity value computed on the
 KY0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0263.degrees latitude (g = 980.6199 gals.).
 KY0263
 KY0263.The modeled gravity was interpolated from observed gravity values.
 KY0263
 KY0263;                    North         East    Units  Estimated Accuracy
 KY0263;SPC PA S     -   136,900.      399,050.      MT  (+/- 180 meters Scaled)
 KY0263
 KY0263                          SUPERSEDED SURVEY CONTROL
 KY0263
 KY0263  NGVD 29 (??/??/92)  262.879  (m)          862.46   (f) ADJ UNCH    2 0
 KY0263
 KY0263.Superseded values are not recommended for survey control.
 KY0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0263.See file dsdata.txt to determine how the superseded data were derived.
 KY0263
 KY0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE743882(NAD 83)
 KY0263_MARKER: DB = BENCH MARK DISK
 KY0263_SETTING: 0 = UNSPECIFIED SETTING
 KY0263_STAMPING: C 253 1960
 KY0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0263
 KY0263  HISTORY     - Date     Condition        Report By
 KY0263  HISTORY     - 1960     MONUMENTED       CGS
 KY0263
 KY0263                          STATION DESCRIPTION
 KY0263
 KY0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0263'1.8 MI N FROM GLENFIELD.
 KY0263'ABOUT 1.85 MILE NORTH ALONG GLENFIELD RD. FROM THE JUNCTION OF
 KY0263'STATE HY. 88 IN GLENFIELD, 20 FEET EAST OF THE CENTERLINE OF
 KY0263'GLENFIELD RD., 50 FEET EAST OF POWER POLE AND TELEPHONE POLE
 KY0263'NO. 231/78, 100 FEET NORTH WEST OF RED BRICK TWO-STORY BUILDING,
 KY0263'51 FEET SOUTH WEST LARGE TREE, STANDARD BENCH MARK DISK
 KY0263'DRILLED IN HORIZONTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0291 ***********************************************************************
 KY0291  DESIGNATION -  C 254
 KY0291  PID         -  KY0291
 KY0291  STATE/COUNTY-  PA/ALLEGHENY
 KY0291  USGS QUAD   -  EMSWORTH (1979)
 KY0291
 KY0291                         *CURRENT SURVEY CONTROL
 KY0291  ___________________________________________________________________
 KY0291* NAD 83(1986)-  40 30 42.     (N)    080 01 50.     (W)     SCALED    
 KY0291* NAVD 88     -       348.603  (meters)    1143.71   (feet)  ADJUSTED  
 KY0291  ___________________________________________________________________
 KY0291  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KY0291  DYNAMIC HT  -         348.421 (meters)    1143.11  (feet)  COMP
 KY0291  MODELED GRAV-     980,093.4   (mgal)                       NAVD 88
 KY0291
 KY0291  VERT ORDER  -  SECOND    CLASS 0
 KY0291
 KY0291.The horizontal coordinates were scaled from a topographic map and have
 KY0291.an estimated accuracy of +/- 6 seconds.
 KY0291
 KY0291.The orthometric height was determined by differential leveling
 KY0291.and adjusted by the National Geodetic Survey in June 1991..
 KY0291
 KY0291.The geoid height was determined by GEOID03.
 KY0291
 KY0291.The dynamic height is computed by dividing the NAVD 88
 KY0291.geopotential number by the normal gravity value computed on the
 KY0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0291.degrees latitude (g = 980.6199 gals.).
 KY0291
 KY0291.The modeled gravity was interpolated from observed gravity values.
 KY0291
 KY0291;                    North         East    Units  Estimated Accuracy
 KY0291;SPC PA S     -   133,330.      406,750.      MT  (+/- 180 meters Scaled)
 KY0291
 KY0291                          SUPERSEDED SURVEY CONTROL
 KY0291
 KY0291  NGVD 29 (??/??/92)  348.763  (m)         1144.23   (f) ADJ UNCH    2 0
 KY0291
 KY0291.Superseded values are not recommended for survey control.
 KY0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0291.See file dsdata.txt to determine how the superseded data were derived.
 KY0291
 KY0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE821850(NAD 83)
 KY0291_MARKER: DB = BENCH MARK DISK
 KY0291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0291_SP_SET: CULVERT
 KY0291_STAMPING: C 254 1960
 KY0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0291
 KY0291  HISTORY     - Date     Condition        Report By
 KY0291  HISTORY     - 1960     MONUMENTED       CGS
 KY0291
 KY0291                          STATION DESCRIPTION
 KY0291
 KY0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0291'AT PITTSBURGH.
 KY0291'ON U.S. HIGHWAY 19 IN THE CITY OF PITTSBURGH AT THE SOUTH EDGE OF
 KY0291'THE WEST VIEW SECTION, SET IN TOP 2 FEET SOUTHEAST OF THE NORTHWEST
 KY0291'END OF THE NORTH WINGWALL OF A CONCRETE CULVERT UNDER HIGHWAY 19,
 KY0291'27 FEET SOUTHEAST OF THE CENTERLINE OF A BLACKTOP STREET NORTHWEST,
 KY0291'30 FEET SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 19, WHICH
 KY0291'IS PERRYVILLE AVENUE AT THIS POINT, DRILLED IN HORIZONTAL AND
 KY0291'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0293 ***********************************************************************
 KW0293  DESIGNATION -  C 256
 KW0293  PID         -  KW0293
 KW0293  STATE/COUNTY-  PA/SCHUYLKILL
 KW0293  USGS QUAD   -  MINERSVILLE (1976)
 KW0293
 KW0293                         *CURRENT SURVEY CONTROL
 KW0293  ___________________________________________________________________
 KW0293* NAD 83(1986)-  40 44 41.     (N)    076 17 32.     (W)     SCALED    
 KW0293* NAVD 88     -       459.938  (meters)    1508.98   (feet)  ADJUSTED  
 KW0293  ___________________________________________________________________
 KW0293  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 KW0293  DYNAMIC HT  -         459.717 (meters)    1508.25  (feet)  COMP
 KW0293  MODELED GRAV-     980,130.6   (mgal)                       NAVD 88
 KW0293
 KW0293  VERT ORDER  -  SECOND    CLASS 0
 KW0293
 KW0293.The horizontal coordinates were scaled from a topographic map and have
 KW0293.an estimated accuracy of +/- 6 seconds.
 KW0293
 KW0293.The orthometric height was determined by differential leveling
 KW0293.and adjusted by the National Geodetic Survey in June 1991..
 KW0293
 KW0293.The geoid height was determined by GEOID03.
 KW0293
 KW0293.The dynamic height is computed by dividing the NAVD 88
 KW0293.geopotential number by the normal gravity value computed on the
 KW0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0293.degrees latitude (g = 980.6199 gals.).
 KW0293
 KW0293.The modeled gravity was interpolated from observed gravity values.
 KW0293
 KW0293;                    North         East    Units  Estimated Accuracy
 KW0293;SPC PA S     -   157,730.      723,110.      MT  (+/- 180 meters Scaled)
 KW0293
 KW0293                          SUPERSEDED SURVEY CONTROL
 KW0293
 KW0293  NGVD 29 (??/??/??)  460.164  (m)         1509.72   (f) ADJUSTED    2 0
 KW0293
 KW0293.Superseded values are not recommended for survey control.
 KW0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0293.See file dsdata.txt to determine how the superseded data were derived.
 KW0293
 KW0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL909112(NAD 83)
 KW0293_MARKER: DB = BENCH MARK DISK
 KW0293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0293_SP_SET: CONCRETE BASE
 KW0293_STAMPING: C 256 1960
 KW0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0293
 KW0293  HISTORY     - Date     Condition        Report By
 KW0293  HISTORY     - 1960     MONUMENTED       CGS
 KW0293
 KW0293                          STATION DESCRIPTION
 KW0293
 KW0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0293'3 MI SE FROM GORDON.
 KW0293'ABOUT 0.1 MILE WEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 KW0293'AT GORDON, THENCE 1.75 MILES SOUTHEAST ALONG AN ASPHALT ROAD
 KW0293'LEADING UPHILL, THENCE 1.15 MILES EAST ALONG A DIM ROAD ALONG A
 KW0293'POWER TRANSMISSION LINE, ON THE TOP OF THE SOUTHWEST CORNER OF
 KW0293'THE CONCRETE BASE SUPPORTING THE SOUTHWEST STEEL LEG OF TOWER
 KW0293'NO. 33/5-SS, 19 FEET SOUTH OF THE CENTER LINE OF THE DIM TRACK
 KW0293'ROAD, 6 FEET EAST OF A METAL WITNESS POST AND ABOUT 1 FOOT
 KW0293'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2428 ***********************************************************************
 KV2428  DESIGNATION -  C 257
 KV2428  PID         -  KV2428
 KV2428  STATE/COUNTY-  PA/BERKS
 KV2428  USGS QUAD   -  MORGANTOWN (1980)
 KV2428
 KV2428                         *CURRENT SURVEY CONTROL
 KV2428  ___________________________________________________________________
 KV2428* NAD 83(1986)-  40 14 55.     (N)    075 54 44.     (W)     SCALED    
 KV2428* NAVD 88     -        99.165  (meters)     325.34   (feet)  ADJUSTED  
 KV2428  ___________________________________________________________________
 KV2428  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 KV2428  DYNAMIC HT  -          99.112 (meters)     325.17  (feet)  COMP
 KV2428  MODELED GRAV-     980,091.5   (mgal)                       NAVD 88
 KV2428
 KV2428  VERT ORDER  -  SECOND    CLASS 0
 KV2428
 KV2428.The horizontal coordinates were scaled from a topographic map and have
 KV2428.an estimated accuracy of +/- 6 seconds.
 KV2428
 KV2428.The orthometric height was determined by differential leveling
 KV2428.and adjusted by the National Geodetic Survey in June 1991..
 KV2428
 KV2428.The geoid height was determined by GEOID03.
 KV2428
 KV2428.The dynamic height is computed by dividing the NAVD 88
 KV2428.geopotential number by the normal gravity value computed on the
 KV2428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2428.degrees latitude (g = 980.6199 gals.).
 KV2428
 KV2428.The modeled gravity was interpolated from observed gravity values.
 KV2428
 KV2428;                    North         East    Units  Estimated Accuracy
 KV2428;SPC PA S     -   103,250.      756,350.      MT  (+/- 180 meters Scaled)
 KV2428
 KV2428                          SUPERSEDED SURVEY CONTROL
 KV2428
 KV2428  NGVD 29 (??/??/??)   99.406  (m)          326.13   (f) ADJUSTED    2 0
 KV2428
 KV2428.Superseded values are not recommended for survey control.
 KV2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2428.See file dsdata.txt to determine how the superseded data were derived.
 KV2428
 KV2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK224557(NAD 83)
 KV2428_MARKER: DB = BENCH MARK DISK
 KV2428_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2428_SP_SET: BRIDGE GUARDRAIL
 KV2428_STAMPING: C 257 1960
 KV2428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2428+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2001
 KV2428
 KV2428  HISTORY     - Date     Condition        Report By
 KV2428  HISTORY     - 1960     MONUMENTED       CGS
 KV2428  HISTORY     - 19910713 GOOD             USPSQD
 KV2428  HISTORY     - 20010424 GOOD             PADT
 KV2428
 KV2428                          STATION DESCRIPTION
 KV2428
 KV2428'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2428'5.9 MI S FROM READING.
 KV2428'ABOUT 5.9 MILES SOUTH ALONG U.S. HIGHWAY 122 FROM ITS JUNCTION
 KV2428'WITH U.S. HIGHWAY 222 AND STATE HIGHWAY 73 IN THE SOUTH PART OF
 KV2428'THE CITY OF READING, ON THE TOP OF THE SOUTH END OF THE WEST
 KV2428'CONCRETE GUARD RAIL OF A 36-FOOT LONG CONCRETE BRIDGE OVER
 KV2428'ALLGEHENY CREEK, 11.5 FEET WEST OF THE CENTER LINE OF THE
 KV2428'HIGHWAY, 1.4 FOOT NORTH OF THE SOUTH END OF THE GUARD RAIL AND
 KV2428'3 FEET ABOVE THE BRIDGE FLOOR.
 KV2428
 KV2428                          STATION RECOVERY (1991)
 KV2428
 KV2428'RECOVERY NOTE BY US POWER SQUADRON 1991 (MWD)
 KV2428'RECOVERED IN GOOD CONDITION.
 KV2428
 KV2428                          STATION RECOVERY (2001)
 KV2428
 KV2428'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (BH)
 KV2428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1263 ***********************************************************************
 KW1263  DESIGNATION -  C 258
 KW1263  PID         -  KW1263
 KW1263  STATE/COUNTY-  PA/LEBANON
 KW1263  USGS QUAD   -  INDIANTOWN GAP (1977)
 KW1263
 KW1263                         *CURRENT SURVEY CONTROL
 KW1263  ___________________________________________________________________
 KW1263* NAD 83(1986)-  40 24 25.     (N)    076 31 42.     (W)     SCALED    
 KW1263* NAVD 88     -       146.138  (meters)     479.45   (feet)  ADJUSTED  
 KW1263  ___________________________________________________________________
 KW1263  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 KW1263  DYNAMIC HT  -         146.063 (meters)     479.21  (feet)  COMP
 KW1263  MODELED GRAV-     980,114.3   (mgal)                       NAVD 88
 KW1263
 KW1263  VERT ORDER  -  SECOND    CLASS 0
 KW1263
 KW1263.The horizontal coordinates were scaled from a topographic map and have
 KW1263.an estimated accuracy of +/- 6 seconds.
 KW1263
 KW1263.The orthometric height was determined by differential leveling
 KW1263.and adjusted by the National Geodetic Survey in June 1991..
 KW1263
 KW1263.The geoid height was determined by GEOID03.
 KW1263
 KW1263.The dynamic height is computed by dividing the NAVD 88
 KW1263.geopotential number by the normal gravity value computed on the
 KW1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1263.degrees latitude (g = 980.6199 gals.).
 KW1263
 KW1263.The modeled gravity was interpolated from observed gravity values.
 KW1263
 KW1263;                    North         East    Units  Estimated Accuracy
 KW1263;SPC PA S     -   119,930.      703,690.      MT  (+/- 180 meters Scaled)
 KW1263
 KW1263                          SUPERSEDED SURVEY CONTROL
 KW1263
 KW1263  NGVD 29 (??/??/??)  146.341  (m)          480.12   (f) ADJUSTED    2 0
 KW1263
 KW1263.Superseded values are not recommended for survey control.
 KW1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1263.See file dsdata.txt to determine how the superseded data were derived.
 KW1263
 KW1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK703740(NAD 83)
 KW1263_MARKER: DB = BENCH MARK DISK
 KW1263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1263_SP_SET: CULVERT
 KW1263_STAMPING: C 258 1960
 KW1263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1263
 KW1263  HISTORY     - Date     Condition        Report By
 KW1263  HISTORY     - 1960     MONUMENTED       CGS
 KW1263  HISTORY     - 20040321 GOOD             GEOCAC
 KW1263  HISTORY     - 20040327 GOOD             GEOCAC
 KW1263
 KW1263                          STATION DESCRIPTION
 KW1263
 KW1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1263'4 MI SE FROM INDIANTOWN GAP.
 KW1263'ABOUT 1.15 MILES SOUTH ALONG STATE HIGHWAY 343 FROM INDIANTOWN
 KW1263'GAP MILITARY RESERVATION GUARD STATION, THENCE 2.9 MILES EAST
 KW1263'ALONG U.S. HIGHWAY 22, SET IN THE TOP AND CENTER OF A 4-FOOT
 KW1263'LONG CONCRETE HEADWALL OF A CULVERT, 81.0 FEET EAST OF A FENCECORNER,
 KW1263'44.0 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC LANE
 KW1263'OF U.S. HIGHWAY 22, 13.5 FEET SOUTH OF AN EAST AND WEST FENCELINE,
 KW1263'1.0 FOOT BELOW THE LEVEL OF THE SURFACE OF U.S. HIGHWAY 22.
 KW1263
 KW1263                          STATION RECOVERY (2004)
 KW1263
 KW1263'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1263'MARK FOUND IN GOOD CONDITION.
 KW1263
 KW1263                          STATION RECOVERY (2004)
 KW1263
 KW1263'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1263'AN ADDENDUM TO MY EARLIER RECOVERY--STATE HIGHWAY 343 IS NOW 934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0176 ***********************************************************************
 KW0176  DESIGNATION -  C 259 PADH
 KW0176  PID         -  KW0176
 KW0176  STATE/COUNTY-  PA/BERKS
 KW0176  USGS QUAD   -  FRIEDENSBURG (1976)
 KW0176
 KW0176                         *CURRENT SURVEY CONTROL
 KW0176  ___________________________________________________________________
 KW0176* NAD 83(1986)-  40 30 20.     (N)    076 09 23.     (W)     SCALED    
 KW0176* NAVD 88     -       190.286  (meters)     624.30   (feet)  ADJUSTED  
 KW0176  ___________________________________________________________________
 KW0176  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 KW0176  DYNAMIC HT  -         190.188 (meters)     623.98  (feet)  COMP
 KW0176  MODELED GRAV-     980,105.4   (mgal)                       NAVD 88
 KW0176
 KW0176  VERT ORDER  -  SECOND    CLASS 0
 KW0176
 KW0176.The horizontal coordinates were scaled from a topographic map and have
 KW0176.an estimated accuracy of +/- 6 seconds.
 KW0176
 KW0176.The orthometric height was determined by differential leveling
 KW0176.and adjusted by the National Geodetic Survey in June 1991..
 KW0176
 KW0176.The geoid height was determined by GEOID03.
 KW0176
 KW0176.The dynamic height is computed by dividing the NAVD 88
 KW0176.geopotential number by the normal gravity value computed on the
 KW0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0176.degrees latitude (g = 980.6199 gals.).
 KW0176
 KW0176.The modeled gravity was interpolated from observed gravity values.
 KW0176
 KW0176;                    North         East    Units  Estimated Accuracy
 KW0176;SPC PA S     -   131,380.      735,060.      MT  (+/- 180 meters Scaled)
 KW0176
 KW0176                          SUPERSEDED SURVEY CONTROL
 KW0176
 KW0176  NGVD 29 (??/??/??)  190.486  (m)          624.95   (f) ADJUSTED    2 0
 KW0176
 KW0176.Superseded values are not recommended for survey control.
 KW0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0176.See file dsdata.txt to determine how the superseded data were derived.
 KW0176
 KW0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK020845(NAD 83)
 KW0176_MARKER: DD = SURVEY DISK
 KW0176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0176_SP_SET: CURB
 KW0176_STAMPING: C 259
 KW0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0176
 KW0176  HISTORY     - Date     Condition        Report By
 KW0176  HISTORY     - UNK      MONUMENTED       PADH
 KW0176  HISTORY     - 1960     GOOD             CGS
 KW0176
 KW0176                          STATION DESCRIPTION
 KW0176
 KW0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0176'1.5 MI E FROM STRAUSSTOWN.
 KW0176'ABOUT 1.5 MILES EAST ALONG U.S. HIGHWAY 22 FROM THE STRAUSSTOWN
 KW0176'INTERCHANGE, ON TOP OF THE SOUTH END OF THE EAST CONCRETE CURB
 KW0176'OF A 192 FEET LONG CONCRETE BRIDGE OVER U.S. HIGHWAY 22, 15 FEET
 KW0176'EAST OF THE CENTER LINE OF AN ASPHALT ROAD, 1.4 FEET NORTH OF THE
 KW0176'SOUTH END OF THE CURB AND 1 FOOT ABOVE THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0106 ***********************************************************************
 MA0106  DESIGNATION -  C 26
 MA0106  PID         -  MA0106
 MA0106  STATE/COUNTY-  PA/POTTER
 MA0106  USGS QUAD   -  KEATING SUMMIT (1983)
 MA0106
 MA0106                         *CURRENT SURVEY CONTROL
 MA0106  ___________________________________________________________________
 MA0106* NAD 83(1986)-  41 40 29.     (N)    078 11 14.     (W)     SCALED    
 MA0106* NAVD 88     -       556.693  (meters)    1826.42   (feet)  ADJUSTED  
 MA0106  ___________________________________________________________________
 MA0106  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 MA0106  DYNAMIC HT  -         556.465 (meters)    1825.67  (feet)  COMP
 MA0106  MODELED GRAV-     980,195.2   (mgal)                       NAVD 88
 MA0106
 MA0106  VERT ORDER  -  SECOND    CLASS 0
 MA0106
 MA0106.The horizontal coordinates were scaled from a topographic map and have
 MA0106.an estimated accuracy of +/- 6 seconds.
 MA0106
 MA0106.The orthometric height was determined by differential leveling
 MA0106.and adjusted by the National Geodetic Survey in June 1991..
 MA0106
 MA0106.The geoid height was determined by GEOID03.
 MA0106
 MA0106.The dynamic height is computed by dividing the NAVD 88
 MA0106.geopotential number by the normal gravity value computed on the
 MA0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0106.degrees latitude (g = 980.6199 gals.).
 MA0106
 MA0106.The modeled gravity was interpolated from observed gravity values.
 MA0106
 MA0106;                    North         East    Units  Estimated Accuracy
 MA0106;SPC PA N     -   167,570.      563,590.      MT  (+/- 180 meters Scaled)
 MA0106
 MA0106                          SUPERSEDED SURVEY CONTROL
 MA0106
 MA0106  NGVD 29 (??/??/92)  556.840  (m)         1826.90   (f) ADJ UNCH    2 0
 MA0106
 MA0106.Superseded values are not recommended for survey control.
 MA0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0106.See file dsdata.txt to determine how the superseded data were derived.
 MA0106
 MA0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG341174(NAD 83)
 MA0106_MARKER: DB = BENCH MARK DISK
 MA0106_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0106_SP_SET: FOUNDATION
 MA0106_STAMPING: C 26 1934
 MA0106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0106
 MA0106  HISTORY     - Date     Condition        Report By
 MA0106  HISTORY     - 1934     MONUMENTED       CGS
 MA0106  HISTORY     - 20030709 MARK NOT FOUND   USPSQD
 MA0106
 MA0106                          STATION DESCRIPTION
 MA0106
 MA0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0106'0.7 MI S FROM KEATING SUMMIT.
 MA0106'0.7 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION AT
 MA0106'KEATING SUMMIT, POTTER COUNTY, ABOUT 1,750 FEET SOUTH OF MILEPOST
 MA0106'108, AT THE CONCRETE WATER TOWER, IN THE TOP OF THE SOUTHWEST
 MA0106'FOUNDATION, 14 FEET EAST OF THE CENTER LINE OF THE NORTH-BOUND
 MA0106'TRACK, AND 1-1/2 FEET HIGHER THAN THE TOP OF THE RAIL.  A
 MA0106'STANDARD DISK, STAMPED C 26 1934.
 MA0106
 MA0106                          STATION RECOVERY (2003)
 MA0106
 MA0106'RECOVERY NOTE BY US POWER SQUADRON 2003 (SG)
 MA0106'WATER TOWER AND FOUNDATION WERE ABANDONED AND REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6688 ***********************************************************************
 KV6688  DESIGNATION -  C 260 RESET
 KV6688  PID         -  KV6688
 KV6688  STATE/COUNTY-  PA/BERKS
 KV6688  USGS QUAD   -  HAMBURG (1977)
 KV6688
 KV6688                         *CURRENT SURVEY CONTROL
 KV6688  ___________________________________________________________________
 KV6688* NAD 83(1986)-  40 34 36.     (N)    075 53 18.     (W)     SCALED    
 KV6688* NAVD 88     -       120.03   (+/-2cm)     393.8    (feet)  VERTCON   
 KV6688  ___________________________________________________________________
 KV6688  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 KV6688
 KV6688  VERT ORDER  -  THIRD (See Below)
 KV6688
 KV6688.The horizontal coordinates were scaled from a topographic map and have
 KV6688.an estimated accuracy of +/- 6 seconds.
 KV6688
 KV6688.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6688.The vertical order pertains to the NGVD 29 superseded value.
 KV6688
 KV6688.The geoid height was determined by GEOID03.
 KV6688
 KV6688;                    North         East    Units  Estimated Accuracy
 KV6688;SPC PA S     -   139,720.      757,610.      MT  (+/- 180 meters Scaled)
 KV6688
 KV6688                          SUPERSEDED SURVEY CONTROL
 KV6688
 KV6688  NGVD 29 (02/24/03)  120.23   (m)          394.5    (f) RESET       3  
 KV6688
 KV6688.Superseded values are not recommended for survey control.
 KV6688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6688.See file dsdata.txt to determine how the superseded data were derived.
 KV6688
 KV6688_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK248921(NAD 83)
 KV6688_MARKER: DV = VERTICAL CONTROL DISK
 KV6688_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 KV6688_SP_SET: PARAPET WALL
 KV6688_STAMPING: C 260 PADH RESET 1984
 KV6688_MARK LOGO: NGS   
 KV6688_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6688+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2006
 KV6688
 KV6688  HISTORY     - Date     Condition        Report By
 KV6688  HISTORY     - 1984     MONUMENTED       NGS
 KV6688  HISTORY     - 20030718 GOOD             PADT
 KV6688  HISTORY     - 20060729 GOOD             GEOCAC
 KV6688
 KV6688                          STATION DESCRIPTION
 KV6688
 KV6688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KV6688'LOCATED IN THE WEST END OF THE SOUTH PARAPET WALL FOR THE EAST BOUND
 KV6688'LANE OF INTERSTATE HIGHWAY 78 WHERE IT PASSES OVER MAIDEN CREEK AND
 KV6688'STATE HIGHWAY 143 AT EXIT 11, 20 FT (6.1 M) SOUTH FROM THE CENTER OF
 KV6688'THE EAST BOUND LANE, 5.8 FT (1.8 M) EAST FROM THE WEST END OF THE
 KV6688'PARAPET WALL AND 9 FT (2.7 M) EAST FROM THE CENTER OF A DROP INLET.
 KV6688
 KV6688                          STATION RECOVERY (2003)
 KV6688
 KV6688'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 KV6688'RECOVERED IN GOOD CONDITION.
 KV6688
 KV6688                          STATION RECOVERY (2006)
 KV6688
 KV6688'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KV6688'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1917 ***********************************************************************
 KV1917  DESIGNATION -  C 263
 KV1917  PID         -  KV1917
 KV1917  STATE/COUNTY-  PA/PHILADELPHIA
 KV1917  USGS QUAD   -  FRANKFORD (1997)
 KV1917
 KV1917                         *CURRENT SURVEY CONTROL
 KV1917  ___________________________________________________________________
 KV1917* NAD 83(1992)-  40 06 40.19158(N)    075 02 40.35156(W)     ADJUSTED  
 KV1917* NAVD 88     -        73.507  (meters)     241.16   (feet)  ADJUSTED  
 KV1917  ___________________________________________________________________
 KV1917  X           -   1,260,609.612 (meters)                     COMP
 KV1917  Y           -  -4,719,331.419 (meters)                     COMP
 KV1917  Z           -   4,087,459.416 (meters)                     COMP
 KV1917  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 KV1917  ELLIP HEIGHT-          40.51  (meters)          (06/21/02) GPS OBS
 KV1917  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KV1917  DYNAMIC HT  -          73.473 (meters)     241.05  (feet)  COMP
 KV1917  MODELED GRAV-     980,163.0   (mgal)                       NAVD 88
 KV1917
 KV1917  HORZ ORDER  -  SECOND
 KV1917  VERT ORDER  -  SECOND    CLASS 0
 KV1917  ELLP ORDER  -  FOURTH    CLASS I
 KV1917
 KV1917.The horizontal coordinates were established by GPS observations
 KV1917.and adjusted by the National Geodetic Survey in June 2002..
 KV1917
 KV1917.The orthometric height was determined by differential leveling
 KV1917.and adjusted by the National Geodetic Survey in June 1991..
 KV1917
 KV1917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1917
 KV1917.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1917
 KV1917.The ellipsoidal height was determined by GPS observations
 KV1917.and is referenced to NAD 83.
 KV1917
 KV1917.The geoid height was determined by GEOID03.
 KV1917
 KV1917.The dynamic height is computed by dividing the NAVD 88
 KV1917.geopotential number by the normal gravity value computed on the
 KV1917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1917.degrees latitude (g = 980.6199 gals.).
 KV1917
 KV1917.The modeled gravity was interpolated from observed gravity values.
 KV1917
 KV1917;                    North         East     Units Scale Factor Converg.
 KV1917;SPC PA S     -    89,898.861   830,613.021   MT  0.99997696   +1 45 19.0
 KV1917;SPC PA S     -   294,943.18  2,725,102.89   sFT  0.99997696   +1 45 19.0
 KV1917;UTM  18      - 4,440,096.441   496,204.072   MT  0.99960018   -0 01 43.3
 KV1917
 KV1917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1917!SPC PA S     -   0.99999364  x   0.99997696  =   0.99997061
 KV1917!UTM  18      -   0.99999364  x   0.99960018  =   0.99959383
 KV1917
 KV1917                          SUPERSEDED SURVEY CONTROL
 KV1917
 KV1917  NAD 83(1996)-  40 06 40.18965(N)    075 02 40.35219(W) AD(       ) 2
 KV1917  NAD 83(1991)-  40 06 40.18856(N)    075 02 40.35485(W) AD(       ) 2
 KV1917  ELLIP H (01/27/92)   40.73   (m)                       GP(       ) 4 1
 KV1917  NAD 83(1986)-  40 06 40.18557(N)    075 02 40.35640(W) AD(       ) 2
 KV1917  NGVD 29 (??/??/??)   73.812  (m)          242.16   (f) ADJUSTED    2 0
 KV1917
 KV1917.Superseded values are not recommended for survey control.
 KV1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1917.See file dsdata.txt to determine how the superseded data were derived.
 KV1917
 KV1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9620440096(NAD 83)
 KV1917_MARKER: DB = BENCH MARK DISK
 KV1917_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1917_SP_SET: TUNNEL COPING
 KV1917_STAMPING: C 263 1962
 KV1917_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1917+SATELLITE: SATELLITE OBSERVATIONS - 1984
 KV1917
 KV1917  HISTORY     - Date     Condition        Report By
 KV1917  HISTORY     - 1962     MONUMENTED       CGS
 KV1917  HISTORY     - 1984     GOOD             PADT
 KV1917
 KV1917                          STATION DESCRIPTION
 KV1917
 KV1917'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KV1917'1.4 MI E FROM HUNTINGDON VALLEY.
 KV1917'TO REACH THIS MARK FROM THE INTERSECTION OF HUNTINGTON PIKE
 KV1917'AND RED LION RD., IN HUNTINGDON VALLEY, PROCEED 1.35 MILES EAST
 KV1917'ON RED LION RD. TO WEST GATE OF THE BUDD CO. THEN PROCEED NORTH,
 KV1917'THROUGH THE GATE, 0.05 MILE TO THE WEST TUNNEL.  THE MARK IS 3.0
 KV1917'FT. SOUTH OF THE NORTHEAST CORNER OF THE TUNNEL.  THE MARK IS
 KV1917'SET FLUSH WITH THE TUNNEL COPING.
 KV1917
 KV1917                          STATION RECOVERY (1984)
 KV1917
 KV1917'RECOVERY NOTE BY PA DEPT OF TRANSP 1984 (RBG)
 KV1917'THE STATION WAS RECOVERED AT THIS DATE.
 KV1917'THE BENCH MARK WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 KV1917'CONDITION.
 KV1917'
 KV1917'DESCRIBED BY R. B. GROSSER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2115 ***********************************************************************
 KW2115  DESIGNATION -  C 264
 KW2115  PID         -  KW2115
 KW2115  STATE/COUNTY-  PA/CUMBERLAND
 KW2115  USGS QUAD   -  CARLISLE (1984)
 KW2115
 KW2115                         *CURRENT SURVEY CONTROL
 KW2115  ___________________________________________________________________
 KW2115* NAD 83(1986)-  40 11 06.     (N)    077 12 41.     (W)     SCALED    
 KW2115* NAVD 88     -       151.500  (meters)     497.05   (feet)  ADJUSTED  
 KW2115  ___________________________________________________________________
 KW2115  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 KW2115  DYNAMIC HT  -         151.422 (meters)     496.79  (feet)  COMP
 KW2115  MODELED GRAV-     980,108.1   (mgal)                       NAVD 88
 KW2115
 KW2115  VERT ORDER  -  FIRST     CLASS II
 KW2115
 KW2115.The horizontal coordinates were scaled from a topographic map and have
 KW2115.an estimated accuracy of +/- 6 seconds.
 KW2115
 KW2115.The orthometric height was determined by differential leveling
 KW2115.and adjusted by the National Geodetic Survey in June 1991..
 KW2115
 KW2115.The geoid height was determined by GEOID03.
 KW2115
 KW2115.The dynamic height is computed by dividing the NAVD 88
 KW2115.geopotential number by the normal gravity value computed on the
 KW2115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2115.degrees latitude (g = 980.6199 gals.).
 KW2115
 KW2115.The modeled gravity was interpolated from observed gravity values.
 KW2115
 KW2115;                    North         East    Units  Estimated Accuracy
 KW2115;SPC PA S     -    94,700.      645,870.      MT  (+/- 180 meters Scaled)
 KW2115
 KW2115                          SUPERSEDED SURVEY CONTROL
 KW2115
 KW2115  NGVD 29 (??/??/??)  151.718  (m)          497.76   (f) ADJUSTED    1 2
 KW2115
 KW2115.Superseded values are not recommended for survey control.
 KW2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2115.See file dsdata.txt to determine how the superseded data were derived.
 KW2115
 KW2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK117506(NAD 83)
 KW2115_MARKER: DB = BENCH MARK DISK
 KW2115_SETTING: 80 = SET IN A BOULDER
 KW2115_SP_SET: BOULDER
 KW2115_STAMPING: C 264 1960
 KW2115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2115+STABILITY: SURFACE MOTION
 KW2115
 KW2115  HISTORY     - Date     Condition        Report By
 KW2115  HISTORY     - 1960     MONUMENTED       CGS
 KW2115  HISTORY     - 1979     GOOD             NGS
 KW2115  HISTORY     - 20060809 MARK NOT FOUND   GEOCAC
 KW2115
 KW2115                          STATION DESCRIPTION
 KW2115
 KW2115'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2115'1.5 MI SSW FROM CARLISLE.
 KW2115'ABOUT 0.55 MILE SOUTH OF THE JUNCTION OF COLLEGE STREET AND
 KW2115'U.S. HIGHWAY 11, THENCE 0.95 MILE WEST AND SOUTHWEST ON STATE
 KW2115'HIGHWAY 33 AND WALNUT BOTTOM ROAD, 81 FEET NORTHEAST OF POWERLINE
 KW2115'POLE NO. 26256 AND INTERSECTION OF POWER LINE, 65 FEET EAST OF
 KW2115'A T-INTERSECTION, 25 FEET SOUTHEAST OF THE CENTER OF ASPAHALT
 KW2115'ROAD, 144 FEET SOUTHWEST OF A BIG WHITE BARN.  IT IS SET ON THE
 KW2115'TOP OF A 2 BY 5 FOOT BOULDER WHICH PROJECTS FEET ABOVE THE
 KW2115'ROAD.
 KW2115
 KW2115                          STATION RECOVERY (1979)
 KW2115
 KW2115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2115'RECOVERED IN GOOD CONDITION.
 KW2115
 KW2115                          STATION RECOVERY (2006)
 KW2115
 KW2115'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2115'T-INTERSECTION IS NOW A 4-WAY INTERSECTION AND AREA ON ALL CORNERS HAS
 KW2115'BEEN REGRADED AND DEVELOPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0147 ***********************************************************************
 JW0147  DESIGNATION -  C 265
 JW0147  PID         -  JW0147
 JW0147  STATE/COUNTY-  PA/BEDFORD
 JW0147  USGS QUAD   -  BREEZEWOOD (1982)
 JW0147
 JW0147                         *CURRENT SURVEY CONTROL
 JW0147  ___________________________________________________________________
 JW0147* NAD 83(1986)-  39 58 37.     (N)    078 14 45.     (W)     SCALED    
 JW0147* NAVD 88     -       400.974  (meters)    1315.53   (feet)  ADJUSTED  
 JW0147  ___________________________________________________________________
 JW0147  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JW0147  DYNAMIC HT  -         400.741 (meters)    1314.76  (feet)  COMP
 JW0147  MODELED GRAV-     980,031.9   (mgal)                       NAVD 88
 JW0147
 JW0147  VERT ORDER  -  SECOND    CLASS 0
 JW0147
 JW0147.The horizontal coordinates were scaled from a topographic map and have
 JW0147.an estimated accuracy of +/- 6 seconds.
 JW0147
 JW0147.The orthometric height was determined by differential leveling
 JW0147.and adjusted by the National Geodetic Survey in June 1991..
 JW0147
 JW0147.The geoid height was determined by GEOID03.
 JW0147
 JW0147.The dynamic height is computed by dividing the NAVD 88
 JW0147.geopotential number by the normal gravity value computed on the
 JW0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0147.degrees latitude (g = 980.6199 gals.).
 JW0147
 JW0147.The modeled gravity was interpolated from observed gravity values.
 JW0147
 JW0147;                    North         East    Units  Estimated Accuracy
 JW0147;SPC PA S     -    71,580.      557,650.      MT  (+/- 180 meters Scaled)
 JW0147
 JW0147                          SUPERSEDED SURVEY CONTROL
 JW0147
 JW0147  NGVD 29 (??/??/92)  401.148  (m)         1316.10   (f) ADJ UNCH    2 0
 JW0147
 JW0147.Superseded values are not recommended for survey control.
 JW0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0147.See file dsdata.txt to determine how the superseded data were derived.
 JW0147
 JW0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE351288(NAD 83)
 JW0147_MARKER: DB = BENCH MARK DISK
 JW0147_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0147_SP_SET: CULVERT
 JW0147_STAMPING: C 265 1960
 JW0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0147
 JW0147  HISTORY     - Date     Condition        Report By
 JW0147  HISTORY     - 1960     MONUMENTED       CGS
 JW0147  HISTORY     - 1963     GOOD             NGS
 JW0147
 JW0147                          STATION DESCRIPTION
 JW0147
 JW0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JW0147'1.7 MI S FROM BREEZEWOOD.
 JW0147'ABOUT 1.7 MILE SOUTH ALONG STATE HY. 126 FROM THE JUNCTION OF U.S.
 JW0147'HY. 30 AND STATE HY. 126 IN BREEZEWOOD, STANDARD BENCH MARK DISK
 JW0147'DRILLED IN HORIZONTAL IN CONCRETE CULVERT, 32 FEET NORTH EAST
 JW0147'OF THE CENTERLINE OF HY. 126, 20 FEET SOUTH OF THE CENTERLINE OF
 JW0147'DRIVEWAY, 54 FEET WEST OF THE NORTH WEST CORNER OF TWO-STORY FRAME
 JW0147'HOUSE.  MARCH 1963 REPORT-- TO BE RESET
 JW0147
 JW0147                          STATION RECOVERY (1963)
 JW0147
 JW0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JW0147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3278 ***********************************************************************
 JV3278  DESIGNATION -  C 265 X
 JV3278  PID         -  JV3278
 JV3278  STATE/COUNTY-  PA/FRANKLIN
 JV3278  USGS QUAD   -  SCOTLAND (1990)
 JV3278
 JV3278                         *CURRENT SURVEY CONTROL
 JV3278  ___________________________________________________________________
 JV3278* NAD 83(1986)-  39 57 22.     (N)    077 35 02.     (W)     SCALED    
 JV3278* NAVD 88     -       218.890  (meters)     718.14   (feet)  ADJUSTED  
 JV3278  ___________________________________________________________________
 JV3278  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 JV3278  DYNAMIC HT  -         218.764 (meters)     717.73  (feet)  COMP
 JV3278  MODELED GRAV-     980,045.1   (mgal)                       NAVD 88
 JV3278
 JV3278  VERT ORDER  -  FIRST     CLASS II
 JV3278
 JV3278.The horizontal coordinates were scaled from a topographic map and have
 JV3278.an estimated accuracy of +/- 6 seconds.
 JV3278
 JV3278.The orthometric height was determined by differential leveling
 JV3278.and adjusted by the National Geodetic Survey in June 1991..
 JV3278
 JV3278.The geoid height was determined by GEOID03.
 JV3278
 JV3278.The dynamic height is computed by dividing the NAVD 88
 JV3278.geopotential number by the normal gravity value computed on the
 JV3278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3278.degrees latitude (g = 980.6199 gals.).
 JV3278
 JV3278.The modeled gravity was interpolated from observed gravity values.
 JV3278
 JV3278;                    North         East    Units  Estimated Accuracy
 JV3278;SPC PA S     -    69,160.      614,190.      MT  (+/- 180 meters Scaled)
 JV3278
 JV3278                          SUPERSEDED SURVEY CONTROL
 JV3278
 JV3278  NGVD 29 (??/??/??)  219.070  (m)          718.73   (f) ADJUSTED    1 2
 JV3278
 JV3278.Superseded values are not recommended for survey control.
 JV3278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3278.See file dsdata.txt to determine how the superseded data were derived.
 JV3278
 JV3278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK792260(NAD 83)
 JV3278_MARKER: DB = BENCH MARK DISK
 JV3278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3278_STAMPING: C 265X 1960
 JV3278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3278+STABILITY: SURFACE MOTION
 JV3278
 JV3278  HISTORY     - Date     Condition        Report By
 JV3278  HISTORY     - 1960     MONUMENTED       CGS
 JV3278  HISTORY     - 1979     GOOD             NGS
 JV3278
 JV3278                          STATION DESCRIPTION
 JV3278
 JV3278'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JV3278'0.9 MI SW FROM SCOTLAND.
 JV3278'ABOUT 0.15 MILE NORTH ALONG STATE HY. 696-997 FROM THE JUNCTION
 JV3278'OF 696 AND 997 IN THE SOUTH EDGE OF SCOTLAND TO SIDE ROAD LEFT
 JV3278'(COUNTY RD. 606) CONTINUE SOUTH WEST ON 606 FOR 0.75 MILE TO
 JV3278'BM, STANDARD BENCH MARK DISK SET IN TOP OF (SQUARE) CONCRETE POST
 JV3278'PROJECTING ABOUT 1 INCH, 15 FEET WEST-NORTH WEST OF THE
 JV3278'CENTERLINE OF THE ROAD, 10 FEET NORTH OF TELEPHONE POLE NO. 17,
 JV3278'(WITH WITNESS MARKER ATTACHED), 45 FEET NORTH WEST OF THE
 JV3278'ENTRANCE TO DRIVEWAY TO THE HOME OF MR. ARTHUR D. FOSTER.
 JV3278
 JV3278                          STATION RECOVERY (1979)
 JV3278
 JV3278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV3278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3304 ***********************************************************************
 JV3304  DESIGNATION -  C 266
 JV3304  PID         -  JV3304
 JV3304  STATE/COUNTY-  PA/FRANKLIN
 JV3304  USGS QUAD   -  GREENCASTLE (1990)
 JV3304
 JV3304                         *CURRENT SURVEY CONTROL
 JV3304  ___________________________________________________________________
 JV3304* NAD 83(1986)-  39 50 45.     (N)    077 41 12.     (W)     SCALED    
 JV3304* NAVD 88     -       209.494  (meters)     687.31   (feet)  ADJUSTED  
 JV3304  ___________________________________________________________________
 JV3304  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 JV3304  DYNAMIC HT  -         209.373 (meters)     686.92  (feet)  COMP
 JV3304  MODELED GRAV-     980,045.4   (mgal)                       NAVD 88
 JV3304
 JV3304  VERT ORDER  -  SECOND    CLASS 0
 JV3304
 JV3304.The horizontal coordinates were scaled from a topographic map and have
 JV3304.an estimated accuracy of +/- 6 seconds.
 JV3304
 JV3304.The orthometric height was determined by differential leveling
 JV3304.and adjusted by the National Geodetic Survey in June 1991..
 JV3304
 JV3304.The geoid height was determined by GEOID03.
 JV3304
 JV3304.The dynamic height is computed by dividing the NAVD 88
 JV3304.geopotential number by the normal gravity value computed on the
 JV3304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3304.degrees latitude (g = 980.6199 gals.).
 JV3304
 JV3304.The modeled gravity was interpolated from observed gravity values.
 JV3304
 JV3304;                    North         East    Units  Estimated Accuracy
 JV3304;SPC PA S     -    56,910.      605,420.      MT  (+/- 180 meters Scaled)
 JV3304
 JV3304                          SUPERSEDED SURVEY CONTROL
 JV3304
 JV3304  NGVD 29 (??/??/??)  209.677  (m)          687.92   (f) ADJUSTED    2 0
 JV3304
 JV3304.Superseded values are not recommended for survey control.
 JV3304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3304.See file dsdata.txt to determine how the superseded data were derived.
 JV3304
 JV3304_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK701141(NAD 83)
 JV3304_MARKER: DB = BENCH MARK DISK
 JV3304_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JV3304_SP_SET: UNSPECIFIED ROCK
 JV3304_STAMPING: C266 1960
 JV3304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3304
 JV3304  HISTORY     - Date     Condition        Report By
 JV3304  HISTORY     - 1960     MONUMENTED       CGS
 JV3304  HISTORY     - 1979     MARK NOT FOUND   NGS
 JV3304
 JV3304                          STATION DESCRIPTION
 JV3304
 JV3304'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JV3304'2.2 MI E FROM MARION.
 JV3304'ABOUT 1.5 MILE EAST ALONG COUNTY RD. A 230 FROM THE JUNCTION OF
 JV3304'U.S. 11 AND COUNTY RD. A 230 IN MARION TO THE JUNCTION OF
 JV3304'COUNTY RD. A 230 AND COUNTY RD. 28049 THENCE 0.7 MILE SOUTH WEST
 JV3304'ON 28049 TO BM, STANDARD BENCH MARK DISK DRILLED IN HORIZONTAL
 JV3304'IN A FLAT 8 FOOT BY 5 FOOT ROCK, 22 FEET SOUTH EAST OF THE
 JV3304'CENTERLINE OF THE ROAD, 46 FEET NORTH EAST OF TELEPHONE POLE
 JV3304'NO. 5 1/2, 37 FEET SOUTH OF A 14 INCH WALNUT TREE.
 JV3304
 JV3304                          STATION RECOVERY (1979)
 JV3304
 JV3304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV3304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2661 ***********************************************************************
 KV2661  DESIGNATION -  C 267
 KV2661  PID         -  KV2661
 KV2661  STATE/COUNTY-  PA/LEHIGH
 KV2661  USGS QUAD   -  ALLENTOWN WEST (1992)
 KV2661
 KV2661                         *CURRENT SURVEY CONTROL
 KV2661  ___________________________________________________________________
 KV2661* NAD 83(1986)-  40 36 39.     (N)    075 34 09.     (W)     SCALED    
 KV2661* NAVD 88     -       156.985  (meters)     515.04   (feet)  ADJUSTED  
 KV2661  ___________________________________________________________________
 KV2661  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 KV2661  DYNAMIC HT  -         156.908 (meters)     514.79  (feet)  COMP
 KV2661  MODELED GRAV-     980,132.3   (mgal)                       NAVD 88
 KV2661
 KV2661  VERT ORDER  -  SECOND    CLASS 0
 KV2661
 KV2661.The horizontal coordinates were scaled from a topographic map and have
 KV2661.an estimated accuracy of +/- 6 seconds.
 KV2661
 KV2661.The orthometric height was determined by differential leveling
 KV2661.and adjusted by the National Geodetic Survey in June 1991..
 KV2661
 KV2661.The geoid height was determined by GEOID03.
 KV2661
 KV2661.The dynamic height is computed by dividing the NAVD 88
 KV2661.geopotential number by the normal gravity value computed on the
 KV2661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2661.degrees latitude (g = 980.6199 gals.).
 KV2661
 KV2661.The modeled gravity was interpolated from observed gravity values.
 KV2661
 KV2661;                    North         East    Units  Estimated Accuracy
 KV2661;SPC PA S     -   144,130.      784,530.      MT  (+/- 180 meters Scaled)
 KV2661
 KV2661                          SUPERSEDED SURVEY CONTROL
 KV2661
 KV2661  NGVD 29 (??/??/??)  157.194  (m)          515.73   (f) ADJUSTED    2 0
 KV2661
 KV2661.Superseded values are not recommended for survey control.
 KV2661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2661.See file dsdata.txt to determine how the superseded data were derived.
 KV2661
 KV2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK518957(NAD 83)
 KV2661_MARKER: DB = BENCH MARK DISK
 KV2661_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2661_SP_SET: CATCH BASIN
 KV2661_STAMPING: C 267 1960
 KV2661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2661_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2661+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2002
 KV2661
 KV2661  HISTORY     - Date     Condition        Report By
 KV2661  HISTORY     - 1960     MONUMENTED       CGS
 KV2661  HISTORY     - 1983     GOOD             LOCENG
 KV2661  HISTORY     - 19910610 GOOD             USPSQD
 KV2661  HISTORY     - 20020326 GOOD             PADT
 KV2661
 KV2661                          STATION DESCRIPTION
 KV2661
 KV2661'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2661'2 MI SE FROM OREFIELD.
 KV2661'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 29 FROM THE POST OFFICE AT
 KV2661'OREFIELD, ABOUT 0.9 MILE NORTH OF THE INTERSECTION OF U.S. HIGHWAY
 KV2661'22 AND U.S. HIGHWAY 309, AT A ROAD CROSSING, 0.1 MILE SOUTH OF A
 KV2661'RAILROAD CROSSING, 72 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 KV2661'23 FEET SOUTH OF THE CENTER LINE OF AN ASPHALT ROAD LEADING WEST,
 KV2661'SET ON TOP OF THE CENTER OF THE BACK WALL OF A LARGE CATCH BASIN,
 KV2661'2 FEET ABOVE THE LEVEL OF THE ASPHALT ROAD AND ABOUT LEVEL WITH
 KV2661'THE HIGHWAY.
 KV2661
 KV2661                          STATION RECOVERY (1983)
 KV2661
 KV2661'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983
 KV2661'RECOVERED IN GOOD CONDITION.
 KV2661
 KV2661                          STATION RECOVERY (1991)
 KV2661
 KV2661'RECOVERY NOTE BY US POWER SQUADRON 1991 (WTV)
 KV2661'RECOVERED IN GOOD CONDITION.
 KV2661
 KV2661                          STATION RECOVERY (2002)
 KV2661
 KV2661'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (LJM)
 KV2661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1744 ***********************************************************************
 KV1744  DESIGNATION -  C 268 PADH
 KV1744  PID         -  KV1744
 KV1744  STATE/COUNTY-  PA/LEHIGH
 KV1744  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV1744
 KV1744                         *CURRENT SURVEY CONTROL
 KV1744  ___________________________________________________________________
 KV1744* NAD 83(1986)-  40 32 52.     (N)    075 25 24.     (W)     SCALED    
 KV1744* NAVD 88     -       117.949  (meters)     386.97   (feet)  ADJUSTED  
 KV1744  ___________________________________________________________________
 KV1744  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 KV1744  DYNAMIC HT  -         117.891 (meters)     386.78  (feet)  COMP
 KV1744  MODELED GRAV-     980,129.6   (mgal)                       NAVD 88
 KV1744
 KV1744  VERT ORDER  -  SECOND    CLASS 0
 KV1744
 KV1744.The horizontal coordinates were scaled from a topographic map and have
 KV1744.an estimated accuracy of +/- 6 seconds.
 KV1744
 KV1744.The orthometric height was determined by differential leveling
 KV1744.and adjusted by the National Geodetic Survey in June 1991..
 KV1744
 KV1744.The geoid height was determined by GEOID03.
 KV1744
 KV1744.The dynamic height is computed by dividing the NAVD 88
 KV1744.geopotential number by the normal gravity value computed on the
 KV1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1744.degrees latitude (g = 980.6199 gals.).
 KV1744
 KV1744.The modeled gravity was interpolated from observed gravity values.
 KV1744
 KV1744;                    North         East    Units  Estimated Accuracy
 KV1744;SPC PA S     -   137,440.      797,060.      MT  (+/- 180 meters Scaled)
 KV1744
 KV1744                          SUPERSEDED SURVEY CONTROL
 KV1744
 KV1744  NGVD 29 (??/??/??)  118.164  (m)          387.68   (f) ADJUSTED    2 0
 KV1744
 KV1744.Superseded values are not recommended for survey control.
 KV1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1744.See file dsdata.txt to determine how the superseded data were derived.
 KV1744
 KV1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK641886(NAD 83)
 KV1744_MARKER: DD = SURVEY DISK
 KV1744_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1744_SP_SET: BRIDGE
 KV1744_STAMPING: C 268
 KV1744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1744
 KV1744  HISTORY     - Date     Condition        Report By
 KV1744  HISTORY     - 1960     MONUMENTED       PADH
 KV1744  HISTORY     - 1960     GOOD             CGS
 KV1744  HISTORY     - 1964     GOOD             CGS
 KV1744  HISTORY     - 19950408 GOOD             USPSQD
 KV1744  HISTORY     - 20050319 MARK NOT FOUND   USPSQD
 KV1744
 KV1744                          STATION DESCRIPTION
 KV1744
 KV1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV1744'3.6 MI SE FROM EMMAUS.
 KV1744'3.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 309 FROM THE INTERSECTION
 KV1744'OF LEHIGH STREET, ALLENTOWN AND EMMAUS EXIT WITH U.S. HIGHWAY 309
 KV1744'AT THE NORTH EDGE OF EMMAUS, ABOUT 0.05 MILE SOUTH OF THE INTERSECTION
 KV1744'OF COUNTY HIGHWAY 39002 WITH U.S. HIGHWAY 309, 28.0 FEET EAST OF
 KV1744'THE CENTERLINE OF THE NORTH BOUND TRAFFIC LANE OF U.S. HIGHWAY
 KV1744'309 AND 18 INCHES NORTH OF THE SOUTH END OF THE EAST BANISTER OF
 KV1744'THE CONCRETE BRIDGE.  SET IN TOP OF THE SOUTHEAST WINGWALL OF A
 KV1744'50.0 WIDE CONCRETE BRIDGE OF U.S. HIGHWAY 309 OVER A CREEK AND
 KV1744'IS ABOUT THE SAME LEVEL AS THE SURFACE OF THE BRIDGE AND HIGHWAY.
 KV1744
 KV1744                          STATION RECOVERY (1964)
 KV1744
 KV1744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV1744'RECOVERED IN GOOD CONDITION.
 KV1744
 KV1744                          STATION RECOVERY (1995)
 KV1744
 KV1744'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1744'RECOVERED IN GOOD CONDITION.
 KV1744
 KV1744                          STATION RECOVERY (2005)
 KV1744
 KV1744'RECOVERY NOTE BY US POWER SQUADRON 2005 (JMM)
 KV1744'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1680 ***********************************************************************
 KV1680  DESIGNATION -  C 269 PADH
 KV1680  PID         -  KV1680
 KV1680  STATE/COUNTY-  PA/NORTHAMPTON
 KV1680  USGS QUAD   -  NAZARETH (1992)
 KV1680
 KV1680                         *CURRENT SURVEY CONTROL
 KV1680  ___________________________________________________________________
 KV1680* NAD 83(1986)-  40 41 13.     (N)    075 15 04.     (W)     SCALED    
 KV1680* NAVD 88     -        94.888  (meters)     311.31   (feet)  ADJUSTED  
 KV1680  ___________________________________________________________________
 KV1680  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 KV1680  DYNAMIC HT  -          94.844 (meters)     311.17  (feet)  COMP
 KV1680  MODELED GRAV-     980,152.2   (mgal)                       NAVD 88
 KV1680
 KV1680  VERT ORDER  -  SECOND    CLASS 0
 KV1680
 KV1680.The horizontal coordinates were scaled from a topographic map and have
 KV1680.an estimated accuracy of +/- 6 seconds.
 KV1680
 KV1680.The orthometric height was determined by differential leveling
 KV1680.and adjusted by the National Geodetic Survey in June 1991..
 KV1680
 KV1680.The geoid height was determined by GEOID03.
 KV1680
 KV1680.The dynamic height is computed by dividing the NAVD 88
 KV1680.geopotential number by the normal gravity value computed on the
 KV1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1680.degrees latitude (g = 980.6199 gals.).
 KV1680
 KV1680.The modeled gravity was interpolated from observed gravity values.
 KV1680
 KV1680;                    North         East    Units  Estimated Accuracy
 KV1680;SPC PA S     -   153,290.      811,200.      MT  (+/- 180 meters Scaled)
 KV1680
 KV1680                          SUPERSEDED SURVEY CONTROL
 KV1680
 KV1680  NGVD 29 (??/??/??)   95.098  (m)          312.00   (f) ADJUSTED    2 0
 KV1680
 KV1680.Superseded values are not recommended for survey control.
 KV1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1680.See file dsdata.txt to determine how the superseded data were derived.
 KV1680
 KV1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL787040(NAD 83)
 KV1680_MARKER: DD = SURVEY DISK
 KV1680_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1680_SP_SET: BRIDGE
 KV1680_STAMPING: C 269 1960
 KV1680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1680
 KV1680  HISTORY     - Date     Condition        Report By
 KV1680  HISTORY     - 1960     MONUMENTED       PADH
 KV1680  HISTORY     - 1961     GOOD             CGS
 KV1680  HISTORY     - 19940425 MARK NOT FOUND   USPSQD
 KV1680  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 KV1680
 KV1680                          STATION DESCRIPTION
 KV1680
 KV1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV1680'3.3 MI W FROM EASTON.
 KV1680'3.3 MILES WEST ALONG U.S. HY. 22 FROM WHERE HY. 22 GOES OVER 3RD.
 KV1680'ST. IN EASTON, SET IN TOP OF THE SOUTH WEST WINGWALL OF AN 84
 KV1680'FOOT CONCRETE BRIDGE OVER CONNECTING ROAD FOR STATE HY. 45, 23.5
 KV1680'FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND LANE OF HY. 22,
 KV1680'36 FEET SOUTH EAST OF THE CENTERLINE OF U.S. HY. 22, 4 FEET
 KV1680'NORTH EAST OF GUARD RAIL CONNECTING TO BRIDGE, PENNSYLVANIA
 KV1680'DEPARTMENT OF HIGHWAYS DISK DRILLED IN HORIZONTAL, ABOUT LEVEL
 KV1680'WITH THE HIGHWAY, STAMPED C 269 1960.
 KV1680
 KV1680                          STATION RECOVERY (1994)
 KV1680
 KV1680'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1680'MARK NOT FOUND.
 KV1680
 KV1680                          STATION RECOVERY (2004)
 KV1680
 KV1680'RECOVERY NOTE BY US POWER SQUADRON 2004 (BWR)
 KV1680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0297 ***********************************************************************
 MA0297  DESIGNATION -  C 27
 MA0297  PID         -  MA0297
 MA0297  STATE/COUNTY-  PA/CAMERON
 MA0297  USGS QUAD   -  FIRST FORK (1989)
 MA0297
 MA0297                         *CURRENT SURVEY CONTROL
 MA0297  ___________________________________________________________________
 MA0297* NAD 83(1986)-  41 23 56.     (N)    078 01 48.     (W)     SCALED    
 MA0297* NAVD 88     -       270.599  (meters)     887.79   (feet)  ADJUSTED  
 MA0297  ___________________________________________________________________
 MA0297  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 MA0297  DYNAMIC HT  -         270.476 (meters)     887.39  (feet)  COMP
 MA0297  MODELED GRAV-     980,163.2   (mgal)                       NAVD 88
 MA0297
 MA0297  VERT ORDER  -  SECOND    CLASS 0
 MA0297
 MA0297.The horizontal coordinates were scaled from a topographic map and have
 MA0297.an estimated accuracy of +/- 6 seconds.
 MA0297
 MA0297.The orthometric height was determined by differential leveling
 MA0297.and adjusted by the National Geodetic Survey in June 1991..
 MA0297
 MA0297.The geoid height was determined by GEOID03.
 MA0297
 MA0297.The dynamic height is computed by dividing the NAVD 88
 MA0297.geopotential number by the normal gravity value computed on the
 MA0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0297.degrees latitude (g = 980.6199 gals.).
 MA0297
 MA0297.The modeled gravity was interpolated from observed gravity values.
 MA0297
 MA0297;                    North         East    Units  Estimated Accuracy
 MA0297;SPC PA N     -   136,880.      576,590.      MT  (+/- 180 meters Scaled)
 MA0297
 MA0297                          SUPERSEDED SURVEY CONTROL
 MA0297
 MA0297  NGVD 29 (??/??/92)  270.761  (m)          888.32   (f) ADJ UNCH    2 0
 MA0297
 MA0297.Superseded values are not recommended for survey control.
 MA0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0297.See file dsdata.txt to determine how the superseded data were derived.
 MA0297
 MA0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF482872(NAD 83)
 MA0297_MARKER: DB = BENCH MARK DISK
 MA0297_SETTING: 66 = SET IN ROCK OUTCROP
 MA0297_SP_SET: ROCK CUT
 MA0297_STAMPING: C 27 1934
 MA0297_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA0297+STABILITY: POSITION/ELEVATION WELL
 MA0297
 MA0297  HISTORY     - Date     Condition        Report By
 MA0297  HISTORY     - 1934     MONUMENTED       CGS
 MA0297
 MA0297                          STATION DESCRIPTION
 MA0297
 MA0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0297'7.4 MI N FROM SINNAMAHONING.
 MA0297'ABOUT 7.4 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0297'FROM SINNAMAHONING, CAMERON COUNTY, ABOUT 2,634 FEET NORTH OF
 MA0297'MILEPOST 98, 36 FEET WEST OF THE CENTER LINE OF THE TRACK, 12
 MA0297'FEET WEST OF THE CENTER LINE OF A TOWNSHIP ROAD, IN A ROCK CUT,
 MA0297'AND ABOUT 8 FEET HIGHER THAN THE TOP OF THE TRACK.  A STANDARD
 MA0297'DISK, STAMPED C 27 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0859 ***********************************************************************
 JU0859  DESIGNATION -  C 270
 JU0859  PID         -  JU0859
 JU0859  STATE/COUNTY-  PA/DELAWARE
 JU0859  USGS QUAD   -  LANSDOWNE (1994)
 JU0859
 JU0859                         *CURRENT SURVEY CONTROL
 JU0859  ___________________________________________________________________
 JU0859* NAD 83(1986)-  39 52 41.     (N)    075 20 42.     (W)     SCALED    
 JU0859* NAVD 88     -        27.415  (meters)      89.94   (feet)  ADJUSTED  
 JU0859  ___________________________________________________________________
 JU0859  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU0859  DYNAMIC HT  -          27.402 (meters)      89.90  (feet)  COMP
 JU0859  MODELED GRAV-     980,171.9   (mgal)                       NAVD 88
 JU0859
 JU0859  VERT ORDER  -  SECOND    CLASS 0
 JU0859
 JU0859.The horizontal coordinates were scaled from a topographic map and have
 JU0859.an estimated accuracy of +/- 6 seconds.
 JU0859
 JU0859.The orthometric height was determined by differential leveling
 JU0859.and adjusted by the National Geodetic Survey in June 1991..
 JU0859
 JU0859.The geoid height was determined by GEOID03.
 JU0859
 JU0859.The dynamic height is computed by dividing the NAVD 88
 JU0859.geopotential number by the normal gravity value computed on the
 JU0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0859.degrees latitude (g = 980.6199 gals.).
 JU0859
 JU0859.The modeled gravity was interpolated from observed gravity values.
 JU0859
 JU0859;                    North         East    Units  Estimated Accuracy
 JU0859;SPC PA S     -    63,290.      805,710.      MT  (+/- 180 meters Scaled)
 JU0859
 JU0859                          SUPERSEDED SURVEY CONTROL
 JU0859
 JU0859  NGVD 29 (??/??/??)   27.758  (m)           91.07   (f) ADJUSTED    2 0
 JU0859
 JU0859.Superseded values are not recommended for survey control.
 JU0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0859.See file dsdata.txt to determine how the superseded data were derived.
 JU0859
 JU0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK704142(NAD 83)
 JU0859_MARKER: DB = BENCH MARK DISK
 JU0859_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0859_SP_SET: ISLAND GAS PUMPS
 JU0859_STAMPING: C 270 1961
 JU0859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0859
 JU0859  HISTORY     - Date     Condition        Report By
 JU0859  HISTORY     - 1961     MONUMENTED       CGS
 JU0859  HISTORY     - 1984     GOOD             USPSQD
 JU0859  HISTORY     - 19980314 MARK NOT FOUND   USPSQD
 JU0859  HISTORY     - 19981031 MARK NOT FOUND   USPSQD
 JU0859
 JU0859                          STATION DESCRIPTION
 JU0859
 JU0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0859'IN RIDLEY.
 JU0859'SET IN TOP AND AT THE NORTH END END OF AN ISLAND FOR GAS PUMPS,
 JU0859'WHICH ARE NEAREST TO THE STATION BUILDING WHICH IS NOW A GULF
 JU0859'OIL SERVICE STATION, 80 FEET NORTH WEST OF THE CENTERLINE OF
 JU0859'W. MC DADE BLVD., 130 FEET SOUTH WEST OF THE CENTERLINE OF N.
 JU0859'FAIRVIEW RD.  STANDARD BENCH MARK DISK DRILLED IN HORIZONTAL.
 JU0859'STAMPED C 270 1961 ABOUT 1 FOOT ABOUT THE STREET.
 JU0859
 JU0859                          STATION RECOVERY (1984)
 JU0859
 JU0859'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0859'CHANGE 'GULF OIL' TO 'TEXACO'
 JU0859
 JU0859                          STATION RECOVERY (1998)
 JU0859
 JU0859'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU0859'MARK NOT FOUND.
 JU0859
 JU0859                          STATION RECOVERY (1998)
 JU0859
 JU0859'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU0859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0090 ***********************************************************************
 MB0090  DESIGNATION -  C 271
 MB0090  PID         -  MB0090
 MB0090  STATE/COUNTY-  PA/CRAWFORD
 MB0090  USGS QUAD   -  MEADVILLE (1990)
 MB0090
 MB0090                         *CURRENT SURVEY CONTROL
 MB0090  ___________________________________________________________________
 MB0090* NAD 83(1986)-  41 38 23.     (N)    080 12 25.     (W)     SCALED    
 MB0090* NAVD 88     -       367.455  (meters)    1205.56   (feet)  ADJUSTED  
 MB0090  ___________________________________________________________________
 MB0090  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 MB0090  DYNAMIC HT  -         367.302 (meters)    1205.06  (feet)  COMP
 MB0090  MODELED GRAV-     980,195.6   (mgal)                       NAVD 88
 MB0090
 MB0090  VERT ORDER  -  SECOND    CLASS 0
 MB0090
 MB0090.The horizontal coordinates were scaled from a topographic map and have
 MB0090.an estimated accuracy of +/- 6 seconds.
 MB0090
 MB0090.The orthometric height was determined by differential leveling
 MB0090.and adjusted by the National Geodetic Survey in June 1991..
 MB0090
 MB0090.The geoid height was determined by GEOID03.
 MB0090
 MB0090.The dynamic height is computed by dividing the NAVD 88
 MB0090.geopotential number by the normal gravity value computed on the
 MB0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0090.degrees latitude (g = 980.6199 gals.).
 MB0090
 MB0090.The modeled gravity was interpolated from observed gravity values.
 MB0090
 MB0090;                    North         East    Units  Estimated Accuracy
 MB0090;SPC PA N     -   166,490.      395,330.      MT  (+/- 180 meters Scaled)
 MB0090
 MB0090                          SUPERSEDED SURVEY CONTROL
 MB0090
 MB0090  NGVD 29 (??/??/92)  367.624  (m)         1206.11   (f) ADJ UNCH    2 0
 MB0090
 MB0090.Superseded values are not recommended for survey control.
 MB0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0090.See file dsdata.txt to determine how the superseded data were derived.
 MB0090
 MB0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG660100(NAD 83)
 MB0090_MARKER: DD = SURVEY DISK
 MB0090_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0090_SP_SET: BRIDGE
 MB0090_STAMPING: C 271
 MB0090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0090
 MB0090  HISTORY     - Date     Condition        Report By
 MB0090  HISTORY     - UNK      MONUMENTED       PADH
 MB0090  HISTORY     - 1961     GOOD             NGS
 MB0090
 MB0090                          STATION DESCRIPTION
 MB0090
 MB0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MB0090'2.5 MI NW FROM MEADVILLE.
 MB0090'ABOUT 0.45 MILE WEST ALONG U.S. HIGHWAYS 6 AND 322 FROM THEIR
 MB0090'JUNCTION AT THE STATE HIGHWAY DEPARTMENT BUILDING AT THE SOUTH
 MB0090'EDGE OF MEADVILLE, THENCE NORTH-NORTHWEST ALONG TOWNSHIP ROAD
 MB0090'487 FOR 1.1 MILE, THENCE WEST ALONG TOWNSHIP ROAD 487 FOR 0.15
 MB0090'MILE TO A Y-INTERSECTION AND JUNCTION OF TOWNSHIP ROADS 487 AND
 MB0090'514, THENCE NORTH-NORTHWEST ALONG TOWNSHIP ROAD 514 FOR 0.7
 MB0090'MILE TO THE JUNCTION OF STATE HIGHWAY 98, THENCE NORTH ON STATE
 MB0090'HIGHWAY 98 FOR 0.1 MILE, 22.0 FEET WEST OF THE CENTERLINE OF STATE
 MB0090'HIGHWAY 98.  SET IN TOP OF THE NORTHWEST WINGWALL OF A 20.0
 MB0090'FOOT LONG CONCRETE BRIDGE NO 063 +72 OVER VAN HORN CREEK AND
 MB0090'UNDER STATE HIGHWAY 98.  ABOUT LEVEL WITH THE SURFACE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0134 ***********************************************************************
 MB0134  DESIGNATION -  C 272
 MB0134  PID         -  MB0134
 MB0134  STATE/COUNTY-  PA/CRAWFORD
 MB0134  USGS QUAD   -  EDINBORO SOUTH (1975)
 MB0134
 MB0134                         *CURRENT SURVEY CONTROL
 MB0134  ___________________________________________________________________
 MB0134* NAD 83(1986)-  41 50 22.     (N)    080 09 58.     (W)     SCALED    
 MB0134* NAVD 88     -       438.306  (meters)    1438.01   (feet)  ADJUSTED  
 MB0134  ___________________________________________________________________
 MB0134  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 MB0134  DYNAMIC HT  -         438.130 (meters)    1437.43  (feet)  COMP
 MB0134  MODELED GRAV-     980,206.0   (mgal)                       NAVD 88
 MB0134
 MB0134  VERT ORDER  -  SECOND    CLASS 0
 MB0134
 MB0134.The horizontal coordinates were scaled from a topographic map and have
 MB0134.an estimated accuracy of +/- 6 seconds.
 MB0134
 MB0134.The orthometric height was determined by differential leveling
 MB0134.and adjusted by the National Geodetic Survey in June 1991..
 MB0134
 MB0134.The geoid height was determined by GEOID03.
 MB0134
 MB0134.The dynamic height is computed by dividing the NAVD 88
 MB0134.geopotential number by the normal gravity value computed on the
 MB0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0134.degrees latitude (g = 980.6199 gals.).
 MB0134
 MB0134.The modeled gravity was interpolated from observed gravity values.
 MB0134
 MB0134;                    North         East    Units  Estimated Accuracy
 MB0134;SPC PA N     -   188,570.      399,350.      MT  (+/- 180 meters Scaled)
 MB0134
 MB0134                          SUPERSEDED SURVEY CONTROL
 MB0134
 MB0134  NGVD 29 (??/??/92)  438.472  (m)         1438.55   (f) ADJ UNCH    2 0
 MB0134
 MB0134.Superseded values are not recommended for survey control.
 MB0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0134.See file dsdata.txt to determine how the superseded data were derived.
 MB0134
 MB0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG692322(NAD 83)
 MB0134_MARKER: DB = BENCH MARK DISK
 MB0134_SETTING: 80 = SET IN A BOULDER
 MB0134_SP_SET: BOULDER
 MB0134_STAMPING: C 272 1961
 MB0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0134+STABILITY: SURFACE MOTION
 MB0134
 MB0134  HISTORY     - Date     Condition        Report By
 MB0134  HISTORY     - 1961     MONUMENTED       CGS
 MB0134  HISTORY     - 20060520 MARK NOT FOUND   USPSQD
 MB0134
 MB0134                          STATION DESCRIPTION
 MB0134
 MB0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0134'7.8 MI NW FROM VENANGO.
 MB0134'ABOUT 2.8 MILES WEST ALONG COUNTY HIGHWAY 20057 FROM THE JUNCTION
 MB0134'OF U.S. HIGHWAY 19 AND COUNTY HIGHWAY 20057 AT THE WEST EDGE OF
 MB0134'VENANGO, THENCE 4.49 MILES NORTH ALONG COUNTY HIGHWAY 20058,
 MB0134'THENCE 0.47 MILE NORTH ALONG TOWNSHIP ROAD 570, 141.2 FEET
 MB0134'SOUTHEAST OF A POWERLINE POLE, 95.0 FEET EAST OF THE CENTERLINE
 MB0134'OF TOWNSHIP ROAD 570, 77.0 FEET EAST OF A FENCE CORNER AND 3.6
 MB0134'FEET EAST OF A STANDARD METAL WITNESS POST AND MARKER.  SET IN
 MB0134'TOP OF A 2 X 2 FOOT BOULDER PROJECTING ABOUT 6 INCHES ABOVE THE
 MB0134'SURFACE OF THE GROUND AND ABOUT LEVEL WITH THE ROAD SURFACE.
 MB0134
 MB0134                          STATION RECOVERY (2006)
 MB0134
 MB0134'RECOVERY NOTE BY US POWER SQUADRON 2006 (BB)
 MB0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1731 ***********************************************************************
 MB1731  DESIGNATION -  C 273 RESET
 MB1731  PID         -  MB1731
 MB1731  STATE/COUNTY-  PA/ERIE
 MB1731  USGS QUAD   -  ALBION (1990)
 MB1731
 MB1731                         *CURRENT SURVEY CONTROL
 MB1731  ___________________________________________________________________
 MB1731* NAD 83(1986)-  41 59 08.     (N)    080 17 05.     (W)     SCALED    
 MB1731* NAVD 88     -       243.24   (+/-2cm)     798.0    (feet)  VERTCON   
 MB1731  ___________________________________________________________________
 MB1731  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 MB1731
 MB1731  VERT ORDER  -  THIRD (See Below)
 MB1731
 MB1731.The horizontal coordinates were scaled from a topographic map and have
 MB1731.an estimated accuracy of +/- 6 seconds.
 MB1731
 MB1731.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1731.The vertical order pertains to the NGVD 29 superseded value.
 MB1731
 MB1731.The geoid height was determined by GEOID03.
 MB1731
 MB1731;                    North         East    Units  Estimated Accuracy
 MB1731;SPC PA N     -   205,070.      389,980.      MT  (+/- 180 meters Scaled)
 MB1731
 MB1731                          SUPERSEDED SURVEY CONTROL
 MB1731
 MB1731  NGVD 29 (02/24/03)  243.43   (m)          798.7    (f) RESET       3  
 MB1731
 MB1731.Superseded values are not recommended for survey control.
 MB1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1731.See file dsdata.txt to determine how the superseded data were derived.
 MB1731
 MB1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG592484(NAD 83)
 MB1731_MARKER: DB = BENCH MARK DISK
 MB1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1731_STAMPING: C 273 RESET 1975
 MB1731_PROJECTION: PROJECTING 10 CENTIMETERS
 MB1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1731+STABILITY: SURFACE MOTION
 MB1731
 MB1731  HISTORY     - Date     Condition        Report By
 MB1731  HISTORY     - 1975     MONUMENTED       NGS
 MB1731
 MB1731                          STATION DESCRIPTION
 MB1731
 MB1731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 MB1731'6.35 MI SE FROM GIRARD.
 MB1731'1.4 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE
 MB1731'IN GIRARD TO THE JUNCTION  OF STATE HIGHWAY 18, THENCE 2.05
 MB1731'MILES SOUTH ALONG STATE HIGHWAY 18 TO THE INTERCHANGE BRIDGE
 MB1731'OVER I-90, THENCE 2.9 MILES EAST ALONG I-90, 55.0 FEET SOUTH
 MB1731'OF I-90 AND STATE HIGHWAY 98 WHICH IS EXIT 4, 55 FEET SOUTH OF THE
 MB1731'OF THE CENTER OF THE EASTBOUND LANE OF INTERSTATE HIGHWAY 90,
 MB1731'1.4 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 MB1731'THE MARK IS 1.3 FT  N FROM A WITNESS POST.
 MB1731'THE MARK IS 3 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0057 ***********************************************************************
 ND0057  DESIGNATION -  C 274
 ND0057  PID         -  ND0057
 ND0057  STATE/COUNTY-  PA/ERIE
 ND0057  USGS QUAD   -  ERIE SOUTH (1996)
 ND0057
 ND0057                         *CURRENT SURVEY CONTROL
 ND0057  ___________________________________________________________________
 ND0057* NAD 83(1986)-  42 02 58.     (N)    080 04 51.     (W)     SCALED    
 ND0057* NAVD 88     -       373.332  (meters)    1224.84   (feet)  ADJUSTED  
 ND0057  ___________________________________________________________________
 ND0057  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 ND0057  DYNAMIC HT  -         373.189 (meters)    1224.37  (feet)  COMP
 ND0057  MODELED GRAV-     980,229.4   (mgal)                       NAVD 88
 ND0057
 ND0057  VERT ORDER  -  SECOND    CLASS 0
 ND0057
 ND0057.The horizontal coordinates were scaled from a topographic map and have
 ND0057.an estimated accuracy of +/- 6 seconds.
 ND0057
 ND0057.The orthometric height was determined by differential leveling
 ND0057.and adjusted by the National Geodetic Survey in June 1991..
 ND0057
 ND0057.The geoid height was determined by GEOID03.
 ND0057
 ND0057.The dynamic height is computed by dividing the NAVD 88
 ND0057.geopotential number by the normal gravity value computed on the
 ND0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0057.degrees latitude (g = 980.6199 gals.).
 ND0057
 ND0057.The modeled gravity was interpolated from observed gravity values.
 ND0057
 ND0057;                    North         East    Units  Estimated Accuracy
 ND0057;SPC PA N     -   211,690.      407,060.      MT  (+/- 180 meters Scaled)
 ND0057
 ND0057                          SUPERSEDED SURVEY CONTROL
 ND0057
 ND0057  NGVD 29 (??/??/92)  373.531  (m)         1225.49   (f) ADJ UNCH    2 0
 ND0057
 ND0057.Superseded values are not recommended for survey control.
 ND0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0057.See file dsdata.txt to determine how the superseded data were derived.
 ND0057
 ND0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG760556(NAD 83)
 ND0057_MARKER: DD = SURVEY DISK
 ND0057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ND0057_SP_SET: BRIDGE
 ND0057_STAMPING: C  274
 ND0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0057
 ND0057  HISTORY     - Date     Condition        Report By
 ND0057  HISTORY     - UNK      MONUMENTED       PADH
 ND0057  HISTORY     - 1961     GOOD             NGS
 ND0057
 ND0057                          STATION DESCRIPTION
 ND0057
 ND0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ND0057'10.6 MI SE FROM FAIRVIEW.
 ND0057'ABOUT 0.1 MILE EAST ALONG U.S. HIGHWAY 20 TO THE INTERSECTION OF
 ND0057'STATE HIGHWAY 98 FROM THE POST OFFICE IN FAIRVIEW. THENCE 2.0 MILES
 ND0057'SOUTH ALONG STATE HIGHWAY 98 TO THE INTERCHANGE BRIDGE OVER
 ND0057'INTERSTATE HIGHWAY 90, THENCE 8.27 MILES EAST ALONG INTERSTATE
 ND0057'HIGHWAY 90, 22.0 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND
 ND0057'TRAFFIC LANE OF INTERSTATE HIGHWAY 90 AND THE
 ND0057'CONCRETE BRIDGE. SET IN TOP OF THE SOUTH BUMPER CURBING, NEAR THE
 ND0057'SOUTHWEST CORNER OF AN OVERPASS BRIDGE OVER U.S. HIGHWAY 19 OF
 ND0057'INTERSTATE HIGHWAY 90 AND IS ABOUT 8 INCHES ABOVE THE LEVEL
 ND0057'OF THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0058 ***********************************************************************
 ND0058  DESIGNATION -  C 274 RESET 1977
 ND0058  PID         -  ND0058
 ND0058  STATE/COUNTY-  PA/ERIE
 ND0058  USGS QUAD   -  ERIE SOUTH (1996)
 ND0058
 ND0058                         *CURRENT SURVEY CONTROL
 ND0058  ___________________________________________________________________
 ND0058* NAD 83(1986)-  42 02 58.     (N)    080 04 51.     (W)     SCALED    
 ND0058* NAVD 88     -       373.94   (+/-2cm)    1226.8    (feet)  VERTCON   
 ND0058  ___________________________________________________________________
 ND0058  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 ND0058
 ND0058  VERT ORDER  -  THIRD (See Below)
 ND0058
 ND0058.The horizontal coordinates were scaled from a topographic map and have
 ND0058.an estimated accuracy of +/- 6 seconds.
 ND0058
 ND0058.The NAVD 88 height was computed by applying the VERTCON shift value to
 ND0058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ND0058.The vertical order pertains to the NGVD 29 superseded value.
 ND0058
 ND0058.The geoid height was determined by GEOID03.
 ND0058
 ND0058;                    North         East    Units  Estimated Accuracy
 ND0058;SPC PA N     -   211,690.      407,060.      MT  (+/- 180 meters Scaled)
 ND0058
 ND0058                          SUPERSEDED SURVEY CONTROL
 ND0058
 ND0058  NGVD 29 (02/24/03)  374.14   (m)         1227.5    (f) RESET       3  
 ND0058
 ND0058.Superseded values are not recommended for survey control.
 ND0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0058.See file dsdata.txt to determine how the superseded data were derived.
 ND0058
 ND0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG760556(NAD 83)
 ND0058_MARKER: DD = SURVEY DISK
 ND0058_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ND0058_SP_SET: BRIDGE BANISTER
 ND0058_STAMPING: C 274 PDH RESET 1977
 ND0058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0058
 ND0058  HISTORY     - Date     Condition        Report By
 ND0058  HISTORY     - 1977     MONUMENTED       PADT
 ND0058
 ND0058                          STATION DESCRIPTION
 ND0058
 ND0058'DESCRIBED BY PA DEPT OF TRANSP 1977
 ND0058'4 1/2 MI SSW FROM ERIE.
 ND0058'LOCATED 2.5 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 90 FROM ITS
 ND0058'JUNCTION WITH INTERSTATE HIGHWAY 29 IN THE SOUTHWEST PART OF ERIE,
 ND0058'SET IN THE SOUTHWEST EDGE OF THE SOUTH BANISTER OF A BRIDGE FOR
 ND0058'THE WEST BOUND LANE OF INTERSTATE HIGHWAY 90, 19 FEET SOUTHEAST
 ND0058'OF THE CENTER OF THE WEST BOUND LANE, 11.5 FEET NORTHEAST OF THE
 ND0058'MOST SOUTHWEST EDGE OF THE BRIDGE, 22 FEET NORTHEAST OF A CATCH
 ND0058'BASIN, 1.3 FEET NORTHEAST OF THE FIRST EXPANSION JOINT AT HIGHWAY
 ND0058'STATION 1388+60. 3 FEET ABOVE ROAD 1.2 MILES NE OF BENCH MARK
 ND0058'A 275 RESET 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0668 ***********************************************************************
 NC0668  DESIGNATION -  C 275
 NC0668  PID         -  NC0668
 NC0668  STATE/COUNTY-  PA/ERIE
 NC0668  USGS QUAD   -  NORTH EAST (1996)
 NC0668
 NC0668                         *CURRENT SURVEY CONTROL
 NC0668  ___________________________________________________________________
 NC0668* NAD 83(1986)-  42 13 55.     (N)    079 46 50.     (W)     SCALED    
 NC0668* NAVD 88     -       257.247  (meters)     843.98   (feet)  ADJUSTED  
 NC0668  ___________________________________________________________________
 NC0668  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 NC0668  DYNAMIC HT  -         257.155 (meters)     843.68  (feet)  COMP
 NC0668  MODELED GRAV-     980,257.9   (mgal)                       NAVD 88
 NC0668
 NC0668  VERT ORDER  -  SECOND    CLASS 0
 NC0668
 NC0668.The horizontal coordinates were scaled from a topographic map and have
 NC0668.an estimated accuracy of +/- 6 seconds.
 NC0668
 NC0668.The orthometric height was determined by differential leveling
 NC0668.and adjusted by the National Geodetic Survey in June 1991..
 NC0668
 NC0668.The geoid height was determined by GEOID03.
 NC0668
 NC0668.The dynamic height is computed by dividing the NAVD 88
 NC0668.geopotential number by the normal gravity value computed on the
 NC0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0668.degrees latitude (g = 980.6199 gals.).
 NC0668
 NC0668.The modeled gravity was interpolated from observed gravity values.
 NC0668
 NC0668;                    North         East    Units  Estimated Accuracy
 NC0668;SPC PA N     -   231,330.      432,390.      MT  (+/- 180 meters Scaled)
 NC0668
 NC0668                          SUPERSEDED SURVEY CONTROL
 NC0668
 NC0668  NGVD 29 (??/??/92)  257.415  (m)          844.54   (f) ADJ UNCH    2 0
 NC0668
 NC0668.Superseded values are not recommended for survey control.
 NC0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0668.See file dsdata.txt to determine how the superseded data were derived.
 NC0668
 NC0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG006762(NAD 83)
 NC0668_MARKER: DD = SURVEY DISK
 NC0668_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0668_SP_SET: BRIDGE
 NC0668_STAMPING: C 275
 NC0668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0668
 NC0668  HISTORY     - Date     Condition        Report By
 NC0668  HISTORY     - UNK      MONUMENTED       PADT
 NC0668  HISTORY     - 1961     GOOD             NGS
 NC0668  HISTORY     - 20051015 GOOD             USPSQD
 NC0668
 NC0668                          STATION DESCRIPTION
 NC0668
 NC0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 NC0668'6.39 MI SE FROM NORTHEAST.
 NC0668'ABOUT 2.27 MILES SOUTH ALONG STATE HIGHWAY 89 FROM THE PUBLIC SCHOOL
 NC0668'NO 1 IN NORTHEAST TO THE INTERCHANGE BRIDGE OF STATE HIGHWAY 89 AND
 NC0668'INTERSTATE HIGHWAY 90, THENCE 4.12 MILES EAST ALONG INTERSTATE HIGHWAY
 NC0668'90, 23.4 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE
 NC0668'OF INTERSTATE HIGHWAY 90.  SET IN TOP OF THE 12-INCH WIDE CONCRETE
 NC0668'SOUTH BANISTER, NEAR THE SOUTHWEST CORNER OF A 120.0 FOOT WIDE
 NC0668'CONCRETE BRIDGE OF INTERSTATE HIGHWAY 90 OVER THE NEW YORK CENTRAL
 NC0668'RAIL ROAD AND IS ABOUT 2.0 FEET ABOVE THE LEVEL OF THE BRIDGE FLOOR
 NC0668'AND OF THE HIGHWAY.
 NC0668
 NC0668                          STATION RECOVERY (2005)
 NC0668
 NC0668'RECOVERY NOTE BY US POWER SQUADRON 2005 (WR)
 NC0668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1895 ***********************************************************************
 KV1895  DESIGNATION -  C 276
 KV1895  PID         -  KV1895
 KV1895  STATE/COUNTY-  PA/MONTGOMERY
 KV1895  USGS QUAD   -  NORRISTOWN (1992)
 KV1895
 KV1895                         *CURRENT SURVEY CONTROL
 KV1895  ___________________________________________________________________
 KV1895* NAD 83(1986)-  40 06 09.     (N)    075 16 45.     (W)     SCALED    
 KV1895* NAVD 88     -        53.973  (meters)     177.08   (feet)  ADJUSTED  
 KV1895  ___________________________________________________________________
 KV1895  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 KV1895  DYNAMIC HT  -          53.947 (meters)     176.99  (feet)  COMP
 KV1895  MODELED GRAV-     980,156.2   (mgal)                       NAVD 88
 KV1895
 KV1895  VERT ORDER  -  SECOND    CLASS 0
 KV1895
 KV1895.The horizontal coordinates were scaled from a topographic map and have
 KV1895.an estimated accuracy of +/- 6 seconds.
 KV1895
 KV1895.The orthometric height was determined by differential leveling
 KV1895.and adjusted by the National Geodetic Survey in June 1991..
 KV1895
 KV1895.The geoid height was determined by GEOID03.
 KV1895
 KV1895.The dynamic height is computed by dividing the NAVD 88
 KV1895.geopotential number by the normal gravity value computed on the
 KV1895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1895.degrees latitude (g = 980.6199 gals.).
 KV1895
 KV1895.The modeled gravity was interpolated from observed gravity values.
 KV1895
 KV1895;                    North         East    Units  Estimated Accuracy
 KV1895;SPC PA S     -    88,350.      810,650.      MT  (+/- 180 meters Scaled)
 KV1895
 KV1895                          SUPERSEDED SURVEY CONTROL
 KV1895
 KV1895  NGVD 29 (??/??/??)   54.279  (m)          178.08   (f) ADJUSTED    2 0
 KV1895
 KV1895.Superseded values are not recommended for survey control.
 KV1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1895.See file dsdata.txt to determine how the superseded data were derived.
 KV1895
 KV1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK762391(NAD 83)
 KV1895_MARKER: DB = BENCH MARK DISK
 KV1895_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1895_SP_SET: GAS PUMP ISLAND
 KV1895_STAMPING: C 276 1961
 KV1895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1895
 KV1895  HISTORY     - Date     Condition        Report By
 KV1895  HISTORY     - 1961     MONUMENTED       CGS
 KV1895
 KV1895                          STATION DESCRIPTION
 KV1895
 KV1895'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV1895'0.7 MI SSE FROM PLYMOUTH.
 KV1895'0.7 MILE SOUTH-SOUTHEAST OF THE NORRISTOWN INTERCHANGE OF THE
 KV1895'PENNSYLVANIA TURNPIKE, SET AT THE JUNCTION OF BUTLER PIKE AND
 KV1895'GERMANTOWN PIKE, SET IN TOP AND AT THE SOUTHEAST END OF THE
 KV1895'ISLAND FOR GAS PUMPS, 35 FEET NORTH EAST OF THE CENTERLINE OF
 KV1895'GERMANTOWN PIKE, 65 FEET NORTHWEST OF THE CENTERLINE OF BUTLER
 KV1895'PIKE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE DRIVE TO THE PUMPS,
 KV1895'ACROSS GERMANTOWN PIKE FROM THE PLYMOUTH MEETING FRIENDS SCHOOL.
 KV1895'STANDARD BENCH MARK DISK DRILLED IN HORIZONTAL STAMPED C 276
 KV1895'1961.  NOTE-- ABOUT 0.5 MILE SOUTHEAST ALONG GERMANTOWN PIKE
 KV1895'FROM A PENNA. RAILROAD OVERPASS.  NOTE-- ABOUT 0.4 MILE SOUTHWEST
 KV1895'ALONG BUTLER PIKE FROM A PENNA. RAILROAD OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0903 ***********************************************************************
 JU0903  DESIGNATION -  C 278
 JU0903  PID         -  JU0903
 JU0903  STATE/COUNTY-  PA/PHILADELPHIA
 JU0903  USGS QUAD   -  BRIDGEPORT (1995)
 JU0903
 JU0903                         *CURRENT SURVEY CONTROL
 JU0903  ___________________________________________________________________
 JU0903* NAD 83(1996)-  39 52 23.92544(N)    075 14 59.95865(W)     ADJUSTED  
 JU0903* NAVD 88     -         2.203  (meters)       7.23   (feet)  ADJUSTED  
 JU0903  ___________________________________________________________________
 JU0903  X           -   1,247,986.838 (meters)                     COMP
 JU0903  Y           -  -4,740,182.192 (meters)                     COMP
 JU0903  Z           -   4,067,180.237 (meters)                     COMP
 JU0903  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 JU0903  ELLIP HEIGHT-         -30.82  (meters)          (09/18/01) GPS OBS
 JU0903  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU0903  DYNAMIC HT  -           2.202 (meters)       7.22  (feet)  COMP
 JU0903  MODELED GRAV-     980,182.2   (mgal)                       NAVD 88
 JU0903
 JU0903  HORZ ORDER  -  THIRD
 JU0903  VERT ORDER  -  SECOND    CLASS 0
 JU0903  ELLP ORDER  -  FOURTH    CLASS I
 JU0903
 JU0903.The horizontal coordinates were established by GPS observations
 JU0903.and adjusted by the National Geodetic Survey in June 1999..
 JU0903
 JU0903.The orthometric height was determined by differential leveling
 JU0903.and adjusted by the National Geodetic Survey in June 1991..
 JU0903
 JU0903.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0903
 JU0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0903
 JU0903.The ellipsoidal height was determined by GPS observations
 JU0903.and is referenced to NAD 83.
 JU0903
 JU0903.The geoid height was determined by GEOID03.
 JU0903
 JU0903.The dynamic height is computed by dividing the NAVD 88
 JU0903.geopotential number by the normal gravity value computed on the
 JU0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0903.degrees latitude (g = 980.6199 gals.).
 JU0903
 JU0903.The modeled gravity was interpolated from observed gravity values.
 JU0903
 JU0903;                    North         East     Units Scale Factor Converg.
 JU0903;SPC PA S     -    62,983.780   813,853.184   MT  1.00000993   +1 37 19.2
 JU0903;SPC PA S     -   206,639.28  2,670,116.65   sFT  1.00000993   +1 37 19.2
 JU0903;UTM  18      - 4,413,726.212   478,621.661   MT  0.99960563   -0 09 37.0
 JU0903
 JU0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0903!SPC PA S     -   1.00000484  x   1.00000993  =   1.00001477
 JU0903!UTM  18      -   1.00000484  x   0.99960563  =   0.99961046
 JU0903
 JU0903                          SUPERSEDED SURVEY CONTROL
 JU0903
 JU0903  ELLIP H (06/29/99)  -30.76   (m)                       GP(       ) 4 1
 JU0903  NGVD 29 (??/??/??)    2.551  (m)            8.37   (f) ADJUSTED    2 0
 JU0903
 JU0903.Superseded values are not recommended for survey control.
 JU0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0903.See file dsdata.txt to determine how the superseded data were derived.
 JU0903
 JU0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7862213726(NAD 83)
 JU0903_MARKER: DB = BENCH MARK DISK
 JU0903_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0903_SP_SET: CONCRETE STOP FOR HANGER DOORS
 JU0903_STAMPING: C 278 1961
 JU0903_MARK LOGO: CGS   
 JU0903_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0903+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1996
 JU0903
 JU0903  HISTORY     - Date     Condition        Report By
 JU0903  HISTORY     - 1961     MONUMENTED       CGS
 JU0903  HISTORY     - 1977     GOOD             NGS
 JU0903  HISTORY     - 19961122 GOOD             NGS
 JU0903
 JU0903                          STATION DESCRIPTION
 JU0903
 JU0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0903'AT PHILADELPHIA.
 JU0903'AT PHILADELPHIA INTERNATIONAL AIRPORT, SET AT THE TRANSWORLD AIRWAYS
 JU0903'HANGAR.  SET HORIZONTAL ABOUT 1 FOOT NORTHEAST OF A CONCRETE STOP
 JU0903'FOR THE LARGE HANGAR DOORS, 60 FEET SOUTHWEST OF THE SOUTH CORNER
 JU0903'OF THE HANGAR, 1 1/2 FOOT SOUTHEAST OF THE SOUTHEAST TRACK THAT
 JU0903'THE HANGAR DOORS RUN ON, LEVEL WITH THE RAMP.
 JU0903
 JU0903                          STATION RECOVERY (1977)
 JU0903
 JU0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 JU0903'RECOVERED IN GOOD CONDITION.
 JU0903
 JU0903                          STATION RECOVERY (1996)
 JU0903
 JU0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 JU0903'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1650 ***********************************************************************
 LY1650  DESIGNATION -  C 279
 LY1650  PID         -  LY1650
 LY1650  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1650  USGS QUAD   -  HARFORD (1992)
 LY1650
 LY1650                         *CURRENT SURVEY CONTROL
 LY1650  ___________________________________________________________________
 LY1650* NAD 83(1986)-  41 51 32.     (N)    075 41 20.     (W)     SCALED    
 LY1650* NAVD 88     -       458.922  (meters)    1505.65   (feet)  ADJUSTED  
 LY1650  ___________________________________________________________________
 LY1650  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 LY1650  DYNAMIC HT  -         458.748 (meters)    1505.08  (feet)  COMP
 LY1650  MODELED GRAV-     980,227.5   (mgal)                       NAVD 88
 LY1650
 LY1650  VERT ORDER  -  SECOND    CLASS 0
 LY1650
 LY1650.The horizontal coordinates were scaled from a topographic map and have
 LY1650.an estimated accuracy of +/- 6 seconds.
 LY1650
 LY1650.The orthometric height was determined by differential leveling
 LY1650.and adjusted by the National Geodetic Survey in June 1991..
 LY1650
 LY1650.The geoid height was determined by GEOID03.
 LY1650
 LY1650.The dynamic height is computed by dividing the NAVD 88
 LY1650.geopotential number by the normal gravity value computed on the
 LY1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1650.degrees latitude (g = 980.6199 gals.).
 LY1650
 LY1650.The modeled gravity was interpolated from observed gravity values.
 LY1650
 LY1650;                    North         East    Units  Estimated Accuracy
 LY1650;SPC PA N     -   189,970.      771,120.      MT  (+/- 180 meters Scaled)
 LY1650
 LY1650                          SUPERSEDED SURVEY CONTROL
 LY1650
 LY1650  NGVD 29 (??/??/92)  459.094  (m)         1506.21   (f) ADJ UNCH    2 0
 LY1650
 LY1650.Superseded values are not recommended for survey control.
 LY1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1650.See file dsdata.txt to determine how the superseded data were derived.
 LY1650
 LY1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM428343(NAD 83)
 LY1650_MARKER: DB = BENCH MARK DISK
 LY1650_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1650_SP_SET: CATCH BASIN
 LY1650_STAMPING: C 279 1961
 LY1650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1650
 LY1650  HISTORY     - Date     Condition        Report By
 LY1650  HISTORY     - 1961     MONUMENTED       CGS
 LY1650
 LY1650                          STATION DESCRIPTION
 LY1650
 LY1650'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1650'1.7 MI S FROM NEW MILFORD.
 LY1650'ABOUT 1.7 MILE SOUTH ALONG INTERSTATE HWY 81 FROM WHERE THE
 LY1650'INTERSTATE HWY CROSSES OVER STATE HWY 492 SOUTH EAST OF NEW
 LY1650'MILFORD, BM IS LOCATED ON THE SOUTH WEST SIDE OF THE SOUTH
 LY1650'BOUND LANE OF THE INTERSTATE HWY., 21 FEET SOUTH WEST OF THE
 LY1650'CENTERLINE OF THE SOUTH BOUND LANE, IN THE NORTH WEST END OF A
 LY1650'5 FT X 3 FT CONCRETE CATCH BASIN WITH HEAD WALL, ABOUT 1 FOOT
 LY1650'BELOW THE LEVEL OF THE HIGHWAY, STANDARD BENCH MARK DISK
 LY1650'DRILLED IN HORIZONTAL, STAMPED C 279 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1552 ***********************************************************************
 MA1552  DESIGNATION -  C 28
 MA1552  PID         -  MA1552
 MA1552  STATE/COUNTY-  PA/CRAWFORD
 MA1552  USGS QUAD   -  TITUSVILLE NORTH (1973)
 MA1552
 MA1552                         *CURRENT SURVEY CONTROL
 MA1552  ___________________________________________________________________
 MA1552* NAD 83(1986)-  41 37 34.     (N)    079 40 30.     (W)     SCALED    
 MA1552* NAVD 88     -       365.321  (meters)    1198.56   (feet)  ADJUSTED  
 MA1552  ___________________________________________________________________
 MA1552  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 MA1552  DYNAMIC HT  -         365.170 (meters)    1198.06  (feet)  COMP
 MA1552  MODELED GRAV-     980,197.7   (mgal)                       NAVD 88
 MA1552
 MA1552  VERT ORDER  -  SECOND    CLASS 0
 MA1552
 MA1552.The horizontal coordinates were scaled from a topographic map and have
 MA1552.an estimated accuracy of +/- 6 seconds.
 MA1552
 MA1552.The orthometric height was determined by differential leveling
 MA1552.and adjusted by the National Geodetic Survey in June 1991..
 MA1552
 MA1552.The geoid height was determined by GEOID03.
 MA1552
 MA1552.The dynamic height is computed by dividing the NAVD 88
 MA1552.geopotential number by the normal gravity value computed on the
 MA1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1552.degrees latitude (g = 980.6199 gals.).
 MA1552
 MA1552.The modeled gravity was interpolated from observed gravity values.
 MA1552
 MA1552;                    North         East    Units  Estimated Accuracy
 MA1552;SPC PA N     -   163,860.      439,600.      MT  (+/- 180 meters Scaled)
 MA1552
 MA1552                          SUPERSEDED SURVEY CONTROL
 MA1552
 MA1552  NGVD 29 (??/??/92)  365.491  (m)         1199.12   (f) ADJ UNCH    2 0
 MA1552
 MA1552.Superseded values are not recommended for survey control.
 MA1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1552.See file dsdata.txt to determine how the superseded data were derived.
 MA1552
 MA1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG103091(NAD 83)
 MA1552_MARKER: DD = SURVEY DISK
 MA1552_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1552_SP_SET: WATER TABLE
 MA1552_STAMPING: C 28 1925
 MA1552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1552
 MA1552  HISTORY     - Date     Condition        Report By
 MA1552  HISTORY     - 1925     MONUMENTED       USGS
 MA1552  HISTORY     - 1967     GOOD             NGS
 MA1552
 MA1552                          STATION DESCRIPTION
 MA1552
 MA1552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1552'AT TITUSVILLE.
 MA1552'AT TITUSVILLE, CRAWFORD COUNTY, AT THE WEST SIDE OF THE POST
 MA1552'OFFICE, 15 FEET NORTH OF THE SOUTHWEST CORNER, IN THE TOP OF THE
 MA1552'WATER TABLE, ABOUT 120 FEET SOUTH OF THE CENTER LINE OF WEST
 MA1552'SPRING STREET, 40 FEET EAST OF THE CENTER LINE OF SOUTH WASHINGTON
 MA1552'STREET, ABOUT 5 FEET HIGHER THAN SOUTH WASHINGTON STREET, AND
 MA1552'ABOUT 4 FEET HIGHER THAN THE LAWN.  A UNITED STATES GEOLOGICAL
 MA1552'SURVEY STANDARD DISK, STAMPED C 28 1925.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0055 ***********************************************************************
 MA0055  DESIGNATION -  C 28
 MA0055  PID         -  MA0055
 MA0055  STATE/COUNTY-  PA/MCKEAN
 MA0055  USGS QUAD   -  PORT ALLEGANY (1983)
 MA0055
 MA0055                         *CURRENT SURVEY CONTROL
 MA0055  ___________________________________________________________________
 MA0055* NAD 83(1986)-  41 48 29.     (N)    078 16 50.     (W)     SCALED    
 MA0055* NAVD 88     -       449.431  (meters)    1474.51   (feet)  ADJUSTED  
 MA0055  ___________________________________________________________________
 MA0055  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 MA0055  DYNAMIC HT  -         449.247 (meters)    1473.90  (feet)  COMP
 MA0055  MODELED GRAV-     980,199.9   (mgal)                       NAVD 88
 MA0055
 MA0055  VERT ORDER  -  SECOND    CLASS 0
 MA0055
 MA0055.The horizontal coordinates were scaled from a topographic map and have
 MA0055.an estimated accuracy of +/- 6 seconds.
 MA0055
 MA0055.The orthometric height was determined by differential leveling
 MA0055.and adjusted by the National Geodetic Survey in June 1991..
 MA0055.WARNING-Repeat measurements at this control monument indicate possible
 MA0055.vertical movement.
 MA0055
 MA0055.The geoid height was determined by GEOID03.
 MA0055
 MA0055.The dynamic height is computed by dividing the NAVD 88
 MA0055.geopotential number by the normal gravity value computed on the
 MA0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0055.degrees latitude (g = 980.6199 gals.).
 MA0055
 MA0055.The modeled gravity was interpolated from observed gravity values.
 MA0055
 MA0055;                    North         East    Units  Estimated Accuracy
 MA0055;SPC PA N     -   182,420.      555,910.      MT  (+/- 180 meters Scaled)
 MA0055
 MA0055                          SUPERSEDED SURVEY CONTROL
 MA0055
 MA0055  NGVD 29 (??/??/92)  449.573  (m)         1474.97   (f) ADJ UNCH    2 0
 MA0055
 MA0055.Superseded values are not recommended for survey control.
 MA0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0055.See file dsdata.txt to determine how the superseded data were derived.
 MA0055
 MA0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG259320(NAD 83)
 MA0055_MARKER: DB = BENCH MARK DISK
 MA0055_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0055_SP_SET: BRIDGE
 MA0055_STAMPING: C 28 1934
 MA0055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0055
 MA0055  HISTORY     - Date     Condition        Report By
 MA0055  HISTORY     - 1934     MONUMENTED       CGS
 MA0055  HISTORY     - 1968     GOOD             NGS
 MA0055  HISTORY     - 20010824 POOR             USPSQD
 MA0055
 MA0055                          STATION DESCRIPTION
 MA0055
 MA0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MA0055'AT PORT ALLEGANY.
 MA0055'AT PORT ALLEGANY, MC KEAN COUNTY, ABOUT 1,200 FEET SOUTH OF THE
 MA0055'PENNSYLVANIA RAILROAD STATION, ABOUT 300 FEET SOUTH OF MILEPOST
 MA0055'97, AT BRIDGE 97.02, IN THE TOP OF THE EAST END OF THE SOUTH
 MA0055'ABUTMENT, 8 FEET EAST OF THE EAST RAIL, AND 4 FEET LOWER THAN THE
 MA0055'TOP OF THE RAIL.  A STANDARD DISK, STAMPED C 28 1934.
 MA0055
 MA0055                          STATION RECOVERY (2001)
 MA0055
 MA0055'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA0055'DISK SCUFFED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2932 ***********************************************************************
 KW2932  DESIGNATION -  C 28
 KW2932  PID         -  KW2932
 KW2932  STATE/COUNTY-  PA/MIFFLIN
 KW2932  USGS QUAD   -  MC ALEVYS FORT (1972)
 KW2932
 KW2932                         *CURRENT SURVEY CONTROL
 KW2932  ___________________________________________________________________
 KW2932* NAD 83(1992)-  40 37 46.68351(N)    077 45 31.65410(W)     ADJUSTED  
 KW2932* NAVD 88     -       497.     (meters)    1631.     (feet)  SCALED    
 KW2932  ___________________________________________________________________
 KW2932  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 KW2932  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 KW2932
 KW2932  HORZ ORDER  -  SECOND
 KW2932
 KW2932.The horizontal coordinates were established by classical geodetic methods
 KW2932.and adjusted by the National Geodetic Survey in June 2002..
 KW2932
 KW2932.The orthometric height was scaled from a topographic map.
 KW2932
 KW2932.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2932
 KW2932.The geoid height was determined by GEOID03.
 KW2932
 KW2932;                    North         East     Units Scale Factor Converg.
 KW2932;SPC PA S     -   143,935.893   599,256.117   MT  0.99996436   -0 00 20.5
 KW2932;SPC PA S     -   472,229.68  1,966,059.44   sFT  0.99996436   -0 00 20.5
 KW2932;UTM  18      - 4,501,303.637   266,673.542   MT  1.00027016   -1 47 50.1
 KW2932
 KW2932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2932!SPC PA S     -   0.99992734  x   0.99996436  =   0.99989170
 KW2932!UTM  18      -   0.99992734  x   1.00027016  =   1.00019748
 KW2932
 KW2932                          SUPERSEDED SURVEY CONTROL
 KW2932
 KW2932  NAD 83(1986)-  40 37 46.68268(N)    077 45 31.65733(W) AD(       ) 2
 KW2932  NAD 27      -  40 37 46.43700(N)    077 45 32.67800(W) AD(       ) 2
 KW2932
 KW2932.Superseded values are not recommended for survey control.
 KW2932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2932.See file dsdata.txt to determine how the superseded data were derived.
 KW2932
 KW2932_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL6667401304(NAD 83)
 KW2932_MARKER: DB = BENCH MARK DISK
 KW2932_SETTING: 80 = SET IN A BOULDER
 KW2932_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KW2932
 KW2932  HISTORY     - Date     Condition        Report By
 KW2932  HISTORY     - 1924     MONUMENTED       USGS
 KW2932
 KW2932                          STATION DESCRIPTION
 KW2932
 KW2932'DESCRIBED BY US GEOLOGICAL SURVEY 1924
 KW2932'U.S.G.S. C 28 IS A STANDARD BRONZE DISK SET IN AN 18- BY 16-INCH FLAT
 KW2932'ROCK, MARKED 1924 U.S.G.S. C 28.  IT IS 10.65 METERS WSW OF STATION
 KW2932'STONE, 18 INCHES NW OF THE N LEG OF THE STATE FOREST SIGN.
 KW2932'
 KW2932'TO REACH STATION FROM BELLEVILLE.  GO W ON PAVED ROAD NO. 305 FOR 3.4
 KW2932'MILES TO THE TOP OF THE MOUNTAIN AND THE COUNTY LINE AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1671 ***********************************************************************
 LY1671  DESIGNATION -  C 280
 LY1671  PID         -  LY1671
 LY1671  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1671  USGS QUAD   -  LENOXVILLE (1980)
 LY1671
 LY1671                         *CURRENT SURVEY CONTROL
 LY1671  ___________________________________________________________________
 LY1671* NAD 83(1986)-  41 41 52.     (N)    075 40 20.     (W)     SCALED    
 LY1671* NAVD 88     -       273.945  (meters)     898.77   (feet)  ADJUSTED  
 LY1671  ___________________________________________________________________
 LY1671  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 LY1671  DYNAMIC HT  -         273.846 (meters)     898.44  (feet)  COMP
 LY1671  MODELED GRAV-     980,252.9   (mgal)                       NAVD 88
 LY1671
 LY1671  VERT ORDER  -  SECOND    CLASS 0
 LY1671
 LY1671.The horizontal coordinates were scaled from a topographic map and have
 LY1671.an estimated accuracy of +/- 6 seconds.
 LY1671
 LY1671.The orthometric height was determined by differential leveling
 LY1671.and adjusted by the National Geodetic Survey in June 1991..
 LY1671
 LY1671.The geoid height was determined by GEOID03.
 LY1671
 LY1671.The dynamic height is computed by dividing the NAVD 88
 LY1671.geopotential number by the normal gravity value computed on the
 LY1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1671.degrees latitude (g = 980.6199 gals.).
 LY1671
 LY1671.The modeled gravity was interpolated from observed gravity values.
 LY1671
 LY1671;                    North         East    Units  Estimated Accuracy
 LY1671;SPC PA N     -   172,110.      772,940.      MT  (+/- 180 meters Scaled)
 LY1671
 LY1671                          SUPERSEDED SURVEY CONTROL
 LY1671
 LY1671  NGVD 29 (??/??/92)  274.142  (m)          899.41   (f) ADJ UNCH    2 0
 LY1671
 LY1671.Superseded values are not recommended for survey control.
 LY1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1671.See file dsdata.txt to determine how the superseded data were derived.
 LY1671
 LY1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM440164(NAD 83)
 LY1671_MARKER: DB = BENCH MARK DISK
 LY1671_SETTING: 66 = SET IN ROCK OUTCROP
 LY1671_SP_SET: ROCK OUTCROP
 LY1671_STAMPING: C 280 1961
 LY1671_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY1671+STABILITY: POSITION/ELEVATION WELL
 LY1671
 LY1671  HISTORY     - Date     Condition        Report By
 LY1671  HISTORY     - 1961     MONUMENTED       CGS
 LY1671
 LY1671                          STATION DESCRIPTION
 LY1671
 LY1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1671'1.2 MI S FROM LENOX.
 LY1671'ABOUT 1.15 MILE SOUTH ALONG INTERSTATE HWY 81 FROM WHERE THE
 LY1671'INTERSTATE HWY CROSSES OVER STATE HWY 92 AND U.S. HWY 106 EAST
 LY1671'OF LENOX, BM IS SET ON NORTH WEST SIDE OF SOUTH BOUND LANE OF
 LY1671'INTERSTATE HWY IN ROCK, 39 FEET NORTH WEST OF CENTERLINE OF SOUTH
 LY1671'BOUND LANE, 15 FEET NORTH WEST OF GUARD RAIL, 13 FEET SOUTH WEST
 LY1671'OF CONCRETE CULVERT RUNNING UNDER INTERSTATE HWY, SET IN SOUTH
 LY1671'EAST EDGE OF OUTCROPPING ROCK FLUSH WITH THE GROUND, ABOUT 96
 LY1671'FEET SOUTH WEST OF THE NORTH EAST END OF GUARD RAIL, 2 FEET
 LY1671'BELOW THE LEVEL OF HIGHWAY, STANDARD BENCH MARK DISK DRILLED IN
 LY1671'HORIZONTAL, STAMPED C 280 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1595 ***********************************************************************
 LY1595  DESIGNATION -  C 281
 LY1595  PID         -  LY1595
 LY1595  STATE/COUNTY-  PA/LACKAWANNA
 LY1595  USGS QUAD   -  OLYPHANT (1994)
 LY1595
 LY1595                         *CURRENT SURVEY CONTROL
 LY1595  ___________________________________________________________________
 LY1595* NAD 83(1986)-  41 23 47.     (N)    075 35 09.     (W)     SCALED    
 LY1595* NAVD 88     -       367.534  (meters)    1205.82   (feet)  ADJUSTED  
 LY1595  ___________________________________________________________________
 LY1595  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 LY1595  DYNAMIC HT  -         367.379 (meters)    1205.31  (feet)  COMP
 LY1595  MODELED GRAV-     980,190.6   (mgal)                       NAVD 88
 LY1595
 LY1595  VERT ORDER  -  SECOND    CLASS 0
 LY1595
 LY1595.The horizontal coordinates were scaled from a topographic map and have
 LY1595.an estimated accuracy of +/- 6 seconds.
 LY1595
 LY1595.The orthometric height was determined by differential leveling
 LY1595.and adjusted by the National Geodetic Survey in June 1991..
 LY1595
 LY1595.The geoid height was determined by GEOID03.
 LY1595
 LY1595.The dynamic height is computed by dividing the NAVD 88
 LY1595.geopotential number by the normal gravity value computed on the
 LY1595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1595.degrees latitude (g = 980.6199 gals.).
 LY1595
 LY1595.The modeled gravity was interpolated from observed gravity values.
 LY1595
 LY1595;                    North         East    Units  Estimated Accuracy
 LY1595;SPC PA N     -   138,830.      780,960.      MT  (+/- 180 meters Scaled)
 LY1595
 LY1595                          SUPERSEDED SURVEY CONTROL
 LY1595
 LY1595  NGVD 29 (??/??/92)  367.752  (m)         1206.53   (f) ADJ UNCH    2 0
 LY1595
 LY1595.Superseded values are not recommended for survey control.
 LY1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1595.See file dsdata.txt to determine how the superseded data were derived.
 LY1595
 LY1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL510829(NAD 83)
 LY1595_MARKER: DB = BENCH MARK DISK
 LY1595_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1595_SP_SET: CULVERT
 LY1595_STAMPING: C 281 1961
 LY1595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1595
 LY1595  HISTORY     - Date     Condition        Report By
 LY1595  HISTORY     - 1961     MONUMENTED       CGS
 LY1595  HISTORY     - 1963     GOOD             NGS
 LY1595  HISTORY     - 19941230 MARK NOT FOUND   USGS
 LY1595
 LY1595                          STATION DESCRIPTION
 LY1595
 LY1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1595'3.6 MI S FROM DUNMORE.
 LY1595'1.7 MILE SOUTH EAST ALONG U.S. HWY 611 FROM THE FIRST NATIONAL
 LY1595'BANK IN DUNMORE TO A BLACKTOP ROAD SOUTH THENCE 1.15 MILE SOUTH
 LY1595'ALONG BLACKTOP ROAD THENCE 0.6 MILE SOUTH ALONG DELAWARE
 LY1595'LACKAWANNA AND WESTERN RAILROAD TO WHERE DL AND W RAILROAD GOES
 LY1595'UNDER ERIE RAILROAD THENCE 0.2 MILE NORTH WEST ALONG ERIE
 LY1595'RAILROAD TO A CULVERT UNDER RAILROAD, SET IN TOP AND 3 FEET SOUTH
 LY1595'EAST OF THE NORTH WEST END OF THE SOUTH WEST HEADWALL OF CULVERT,
 LY1595'ABOUT 30 YARDS SOUTH EAST OF AN OLD ROAD CROSSING, ABOUT 18 FEET
 LY1595'SOUTH WEST OF SOUTH WEST RAIL, ABOUT LEVEL WITH THE TRACK,
 LY1595'STANDARD BENCH MARK DISK DRILLED IN HORIZONTAL, STAMPED C 281
 LY1595'1961.
 LY1595
 LY1595                          STATION RECOVERY (1963)
 LY1595
 LY1595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 LY1595'RECOVERED IN GOOD CONDITION.
 LY1595
 LY1595                          STATION RECOVERY (1994)
 LY1595
 LY1595'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (DH)
 LY1595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1262 ***********************************************************************
 LY1262  DESIGNATION -  C 282
 LY1262  PID         -  LY1262
 LY1262  STATE/COUNTY-  PA/MONROE
 LY1262  USGS QUAD   -  TOBYHANNA (1994)
 LY1262
 LY1262                         *CURRENT SURVEY CONTROL
 LY1262  ___________________________________________________________________
 LY1262* NAD 83(1986)-  41 12 11.     (N)    075 27 32.     (W)     SCALED    
 LY1262* NAVD 88     -       580.402  (meters)    1904.20   (feet)  ADJUSTED  
 LY1262  ___________________________________________________________________
 LY1262  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 LY1262  DYNAMIC HT  -         580.116 (meters)    1903.26  (feet)  COMP
 LY1262  MODELED GRAV-     980,112.1   (mgal)                       NAVD 88
 LY1262
 LY1262  VERT ORDER  -  SECOND    CLASS 0
 LY1262
 LY1262.The horizontal coordinates were scaled from a topographic map and have
 LY1262.an estimated accuracy of +/- 6 seconds.
 LY1262
 LY1262.The orthometric height was determined by differential leveling
 LY1262.and adjusted by the National Geodetic Survey in June 1991..
 LY1262
 LY1262.The geoid height was determined by GEOID03.
 LY1262
 LY1262.The dynamic height is computed by dividing the NAVD 88
 LY1262.geopotential number by the normal gravity value computed on the
 LY1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1262.degrees latitude (g = 980.6199 gals.).
 LY1262
 LY1262.The modeled gravity was interpolated from observed gravity values.
 LY1262
 LY1262;                    North         East    Units  Estimated Accuracy
 LY1262;SPC PA N     -   117,640.      792,140.      MT  (+/- 180 meters Scaled)
 LY1262
 LY1262                          SUPERSEDED SURVEY CONTROL
 LY1262
 LY1262  NGVD 29 (??/??/92)  580.597  (m)         1904.84   (f) ADJ UNCH    2 0
 LY1262
 LY1262.Superseded values are not recommended for survey control.
 LY1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1262.See file dsdata.txt to determine how the superseded data were derived.
 LY1262
 LY1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL615614(NAD 83)
 LY1262_MARKER: DB = BENCH MARK DISK
 LY1262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1262_SP_SET: ABUTMENT
 LY1262_STAMPING: C 282 1961
 LY1262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1262
 LY1262  HISTORY     - Date     Condition        Report By
 LY1262  HISTORY     - 1961     MONUMENTED       PADH
 LY1262  HISTORY     - 1961     GOOD             NGS
 LY1262  HISTORY     - 1966     GOOD             PADH
 LY1262
 LY1262                          STATION DESCRIPTION
 LY1262
 LY1262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LY1262'10.7 MI S FROM MOSCOW.
 LY1262'3.7 MILE SOUTH ALONG U.S. HWY 611 FROM THE JUNCTION OF U.S. 611
 LY1262'AND STATE 690 IN MOSCOW TO THE JUNCTION OF U.S. HWY 611 AND
 LY1262'STATE HWY 307 THENCE CONTINUE SOUTH 7.0 MILE ALONG U.S. HWY 611
 LY1262'TO A BRIDGE ACROSS A SMALL STREAM (FRAME CABIN RUN), SET IN
 LY1262'TOP OF THE SOUTH EAST ABUTMENT AT NORTH EAST END OF A 21 FOOT
 LY1262'BRIDGE, 1 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY, PENNSYLVANIA
 LY1262'DEPARTMENT OF HIGHWAYS DISK DRILLED IN HORIZONTAL, STAMPED
 LY1262'C 282 1961.
 LY1262
 LY1262                          STATION RECOVERY (1966)
 LY1262
 LY1262'RECOVERY NOTE BY PA DEPT OF HIGHWAYS 1966
 LY1262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1263 ***********************************************************************
 LY1263  DESIGNATION -  C 282 PADH RESET 1966
 LY1263  PID         -  LY1263
 LY1263  STATE/COUNTY-  PA/MONROE
 LY1263  USGS QUAD   -  TOBYHANNA (1994)
 LY1263
 LY1263                         *CURRENT SURVEY CONTROL
 LY1263  ___________________________________________________________________
 LY1263* NAD 83(1986)-  41 12 11.     (N)    075 27 32.     (W)     SCALED    
 LY1263* NAVD 88     -       580.47   (+/-2cm)    1904.4    (feet)  VERTCON   
 LY1263  ___________________________________________________________________
 LY1263  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 LY1263
 LY1263  VERT ORDER  -  THIRD (See Below)
 LY1263
 LY1263.The horizontal coordinates were scaled from a topographic map and have
 LY1263.an estimated accuracy of +/- 6 seconds.
 LY1263
 LY1263.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY1263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY1263.The vertical order pertains to the NGVD 29 superseded value.
 LY1263
 LY1263.The geoid height was determined by GEOID03.
 LY1263
 LY1263;                    North         East    Units  Estimated Accuracy
 LY1263;SPC PA N     -   117,640.      792,140.      MT  (+/- 180 meters Scaled)
 LY1263
 LY1263                          SUPERSEDED SURVEY CONTROL
 LY1263
 LY1263  NGVD 29 (??/??/??)  580.66   (m)         1905.0    (f) RESET       3  
 LY1263
 LY1263.Superseded values are not recommended for survey control.
 LY1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1263.See file dsdata.txt to determine how the superseded data were derived.
 LY1263
 LY1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL615614(NAD 83)
 LY1263_MARKER: DD = SURVEY DISK
 LY1263_SETTING: 80 = SET IN A BOULDER
 LY1263_SP_SET: BOULDER
 LY1263_STAMPING: C 282 1961 RESET 1966
 LY1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1263+STABILITY: SURFACE MOTION
 LY1263
 LY1263  HISTORY     - Date     Condition        Report By
 LY1263  HISTORY     - 1966     MONUMENTED       CGS
 LY1263  HISTORY     - 1967     GOOD             NGS
 LY1263
 LY1263                          STATION DESCRIPTION
 LY1263
 LY1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LY1263'10.6 MI S FROM MOSCOW.
 LY1263'3.7 MILES SOUTH ALONG U.S. HWY. 611 FROM THE JUNCTION OF U.S.
 LY1263'HWY. 611 AND STATE HWY. 690 IN MOSCOW TO THE JUNCTION OF U.S. HWY.
 LY1263'611 AND STATE HWY. 307 THENCE CONTINUE SOUTH 6.95 MILES ALONG
 LY1263'U.S. HWY. 611 TO THE MARK ON THE LEFT, THIS IS ABOUT 0.05 MILE
 LY1263'BEFORE REACHING A BRIDGE ACROSS A SMALL STREAM (FRAME CABIN
 LY1263'RUN).  THE MARK IS A PENNSYLVANIA DEPARTMENT OF HIGHWAYS DISK
 LY1263'CEMENTED IN A DRILLED HOLE IN A 6 FT X 9 FT BOULDER PROJECTING
 LY1263'2 1/2 FEET ABOVE THE GROUND.  IT IS 88 FEET NORTHEAST OF THE
 LY1263'CENTER OF U.S. HWY. 611, 3.7 FEET SOUTHWEST OF A METAL WITNESS
 LY1263'POST AND ABOUT 8 FEET LOWER THAN THE HIGHWAY SURFACE.
 LY1263
 LY1263                          STATION RECOVERY (1967)
 LY1263
 LY1263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LY1263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1375 ***********************************************************************
 KX1375  DESIGNATION -  C 283
 KX1375  PID         -  KX1375
 KX1375  STATE/COUNTY-  PA/WESTMORELAND
 KX1375  USGS QUAD   -  MOUNT PLEASANT (1993)
 KX1375
 KX1375                         *CURRENT SURVEY CONTROL
 KX1375  ___________________________________________________________________
 KX1375* NAD 83(1986)-  40 10 20.     (N)    079 33 46.     (W)     SCALED    
 KX1375* NAVD 88     -       361.669  (meters)    1186.58   (feet)  ADJUSTED  
 KX1375  ___________________________________________________________________
 KX1375  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KX1375  DYNAMIC HT  -         361.472 (meters)    1185.93  (feet)  COMP
 KX1375  MODELED GRAV-     980,070.0   (mgal)                       NAVD 88
 KX1375
 KX1375  VERT ORDER  -  SECOND    CLASS 0
 KX1375
 KX1375.The horizontal coordinates were scaled from a topographic map and have
 KX1375.an estimated accuracy of +/- 6 seconds.
 KX1375
 KX1375.The orthometric height was determined by differential leveling
 KX1375.and adjusted by the National Geodetic Survey in June 1991..
 KX1375
 KX1375.The geoid height was determined by GEOID03.
 KX1375
 KX1375.The dynamic height is computed by dividing the NAVD 88
 KX1375.geopotential number by the normal gravity value computed on the
 KX1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1375.degrees latitude (g = 980.6199 gals.).
 KX1375
 KX1375.The modeled gravity was interpolated from observed gravity values.
 KX1375
 KX1375;                    North         East    Units  Estimated Accuracy
 KX1375;SPC PA S     -    94,730.      445,610.      MT  (+/- 180 meters Scaled)
 KX1375
 KX1375                          SUPERSEDED SURVEY CONTROL
 KX1375
 KX1375  NGVD 29 (??/??/92)  361.865  (m)         1187.22   (f) ADJ UNCH    2 0
 KX1375
 KX1375.Superseded values are not recommended for survey control.
 KX1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1375.See file dsdata.txt to determine how the superseded data were derived.
 KX1375
 KX1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE223478(NAD 83)
 KX1375_MARKER: DB = BENCH MARK DISK
 KX1375_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1375_SP_SET: CULVERT
 KX1375_STAMPING: C 283 1961
 KX1375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1375
 KX1375  HISTORY     - Date     Condition        Report By
 KX1375  HISTORY     - 1961     MONUMENTED       CGS
 KX1375
 KX1375                          STATION DESCRIPTION
 KX1375
 KX1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KX1375'2.2 MI NE FROM MT PLEASANT.
 KX1375'ABOUT 1.0 MILE WEST ALONG STATE ROUTE 31 FROM THE POST OFFICE IN
 KX1375'MT PLEASANT, TO THE JUNCTION OF STATE ROUTE 31 AND U.S. HIGHWAY
 KX1375'119 THENCE NORTH ON U.S. HIGHWAY 119 FOR 1.25 MILES TO THE MARK
 KX1375'ON THE RIGHT.  IT IS DRILLED IN THE NORTH END OF A CONCRETE
 KX1375'CULVERT, 32 FEET EAST OF CENTERLINE OF U.S. HIGHWAY 119, 17 FEET
 KX1375'WEST OF CENTER OF A GRAVELED ROAD, AND ABOUT 1 FOOT BELOW THE
 KX1375'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1416 ***********************************************************************
 KX1416  DESIGNATION -  C 284
 KX1416  PID         -  KX1416
 KX1416  STATE/COUNTY-  PA/WESTMORELAND
 KX1416  USGS QUAD   -  DONORA (1973)
 KX1416
 KX1416                         *CURRENT SURVEY CONTROL
 KX1416  ___________________________________________________________________
 KX1416* NAD 83(1986)-  40 08 04.     (N)    079 51 43.     (W)     SCALED    
 KX1416* NAVD 88     -       277.093  (meters)     909.10   (feet)  ADJUSTED  
 KX1416  ___________________________________________________________________
 KX1416  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KX1416  DYNAMIC HT  -         276.943 (meters)     908.60  (feet)  COMP
 KX1416  MODELED GRAV-     980,077.3   (mgal)                       NAVD 88
 KX1416
 KX1416  VERT ORDER  -  SECOND    CLASS 0
 KX1416
 KX1416.The horizontal coordinates were scaled from a topographic map and have
 KX1416.an estimated accuracy of +/- 6 seconds.
 KX1416
 KX1416.The orthometric height was determined by differential leveling
 KX1416.and adjusted by the National Geodetic Survey in June 1991..
 KX1416
 KX1416.The geoid height was determined by GEOID03.
 KX1416
 KX1416.The dynamic height is computed by dividing the NAVD 88
 KX1416.geopotential number by the normal gravity value computed on the
 KX1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1416.degrees latitude (g = 980.6199 gals.).
 KX1416
 KX1416.The modeled gravity was interpolated from observed gravity values.
 KX1416
 KX1416;                    North         East    Units  Estimated Accuracy
 KX1416;SPC PA S     -    91,100.      420,030.      MT  (+/- 180 meters Scaled)
 KX1416
 KX1416                          SUPERSEDED SURVEY CONTROL
 KX1416
 KX1416  NGVD 29 (??/??/92)  277.286  (m)          909.73   (f) ADJ UNCH    2 0
 KX1416
 KX1416.Superseded values are not recommended for survey control.
 KX1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1416.See file dsdata.txt to determine how the superseded data were derived.
 KX1416
 KX1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE969433(NAD 83)
 KX1416_MARKER: DD = SURVEY DISK
 KX1416_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1416_SP_SET: BRIDGE
 KX1416_STAMPING: C 284
 KX1416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1416
 KX1416  HISTORY     - Date     Condition        Report By
 KX1416  HISTORY     - UNK      MONUMENTED       PADT
 KX1416  HISTORY     - 1961     GOOD             NGS
 KX1416  HISTORY     - 19990501 GOOD             PADT
 KX1416
 KX1416                          STATION DESCRIPTION
 KX1416
 KX1416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KX1416'0.8 MI E FROM BELLE VERNON.
 KX1416'ABOUT 0.85 MILE EAST ALONG INTERSTATE HIGHWAY 70 SOUTH FROM
 KX1416'THE EAST END OF A 2000 FOOT BRIDGE OVER THE MONONGAHELA RIVER
 KX1416'IN BELLE VERNON, 20.6 FEET EAST OF THE CENTER OF THE BRIDGE, AND
 KX1416'ABOUT 2 FEET ABOVE THE LEVEL OF THE BRIDGE FLOOR.  IT IS SET
 KX1416'IN THE SOUTHEAST CORNER OF A CONCRETE BRIDGE OVER INTERSTATE
 KX1416'HIGHWAY 70S.  THERE IS AN ELECTRIC PLANT LOCATED AT THE NORTH END
 KX1416'OF THE BRIDGE.
 KX1416
 KX1416                          STATION RECOVERY (1999)
 KX1416
 KX1416'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (AAP)
 KX1416'WINGALL HAS NOT MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0718 ***********************************************************************
 KY0718  DESIGNATION -  C 285
 KY0718  PID         -  KY0718
 KY0718  STATE/COUNTY-  PA/WASHINGTON
 KY0718  USGS QUAD   -  WASHINGTON EAST (1977)
 KY0718
 KY0718                         *CURRENT SURVEY CONTROL
 KY0718  ___________________________________________________________________
 KY0718* NAD 83(1986)-  40 09 48.     (N)    080 11 21.     (W)     SCALED    
 KY0718* NAVD 88     -       334.875  (meters)    1098.67   (feet)  ADJUSTED  
 KY0718  ___________________________________________________________________
 KY0718  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KY0718  DYNAMIC HT  -         334.686 (meters)    1098.05  (feet)  COMP
 KY0718  MODELED GRAV-     980,051.3   (mgal)                       NAVD 88
 KY0718
 KY0718  VERT ORDER  -  SECOND    CLASS 0
 KY0718
 KY0718.The horizontal coordinates were scaled from a topographic map and have
 KY0718.an estimated accuracy of +/- 6 seconds.
 KY0718
 KY0718.The orthometric height was determined by differential leveling
 KY0718.and adjusted by the National Geodetic Survey in June 1991..
 KY0718
 KY0718.The geoid height was determined by GEOID03.
 KY0718
 KY0718.The dynamic height is computed by dividing the NAVD 88
 KY0718.geopotential number by the normal gravity value computed on the
 KY0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0718.degrees latitude (g = 980.6199 gals.).
 KY0718
 KY0718.The modeled gravity was interpolated from observed gravity values.
 KY0718
 KY0718;                    North         East    Units  Estimated Accuracy
 KY0718;SPC PA S     -    95,030.      392,240.      MT  (+/- 180 meters Scaled)
 KY0718
 KY0718                          SUPERSEDED SURVEY CONTROL
 KY0718
 KY0718  NGVD 29 (??/??/92)  335.013  (m)         1099.12   (f) ADJ UNCH    2 0
 KY0718
 KY0718.Superseded values are not recommended for survey control.
 KY0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0718.See file dsdata.txt to determine how the superseded data were derived.
 KY0718
 KY0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE690462(NAD 83)
 KY0718_MARKER: DD = SURVEY DISK
 KY0718_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0718_SP_SET: BRIDGE
 KY0718_STAMPING: C 285
 KY0718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0718
 KY0718  HISTORY     - Date     Condition        Report By
 KY0718  HISTORY     - UNK      MONUMENTED       PADT
 KY0718  HISTORY     - 1961     GOOD             NGS
 KY0718  HISTORY     - 20010301 GOOD             PADT
 KY0718  HISTORY     - 20010711 GOOD             PADT
 KY0718  HISTORY     - 20020806 GOOD             PADT
 KY0718
 KY0718                          STATION DESCRIPTION
 KY0718
 KY0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KY0718'4.1 MI E FROM WASHINGTON.
 KY0718'ABOUT 2.67 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 KY0718'IN WASHINGTON TO AN INTERCHANGE BRIDGE OF U.S. HIGHWAY 40 AND A
 KY0718'NEW 4-LANE HIGHWAY UNDER CONSTRUCTION, THENCE NORTHEAST ABOUT
 KY0718'1.16 MILE ALONG THE NEW HIGHWAY UNDER CONSTRUCTION, NAME UNKNOWN
 KY0718'AT THIS DATE, TO THE INTERCHANGE BRIDGE OF INTERSTATE HIGHWAY
 KY0718'70S, THENCE 0.3 MILE NORTHEAST ALONG INTERSTATE HIGHWAY 70S, 16.6
 KY0718'FEET WEST OF THE CENTERLINE OF BRIDGE AND BLACKTOP ROAD.  SET
 KY0718'IN TOP OF THE NORTHWEST CORNER OF THE WEST CONCRETE BANISTER OF
 KY0718'A 130.0 FOOT LONG CONCRETE BRIDGE OVER INTERSTATE HIGHWAY 70S
 KY0718'AND IS ABOUT 2.0 FEET ABOVE THE LEVEL OF THE BRIDGE FLOOR AND
 KY0718'BLACKTOP ROAD.
 KY0718
 KY0718                          STATION RECOVERY (2001)
 KY0718
 KY0718'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (AAP)
 KY0718'RECOVERED IN GOOD CONDITION.
 KY0718
 KY0718                          STATION RECOVERY (2001)
 KY0718
 KY0718'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DP)
 KY0718'RECOVERED IN GOOD CONDITION.
 KY0718
 KY0718                          STATION RECOVERY (2002)
 KY0718
 KY0718'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (DP)
 KY0718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1740 ***********************************************************************
 JV1740  DESIGNATION -  C 287 PADH
 JV1740  PID         -  JV1740
 JV1740  STATE/COUNTY-  PA/YORK
 JV1740  USGS QUAD   -  YORK (1990)
 JV1740
 JV1740                         *CURRENT SURVEY CONTROL
 JV1740  ___________________________________________________________________
 JV1740* NAD 83(1986)-  39 57 44.     (N)    076 41 08.     (W)     SCALED    
 JV1740* NAVD 88     -       128.984  (meters)     423.18   (feet)  ADJUSTED  
 JV1740  ___________________________________________________________________
 JV1740  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JV1740  DYNAMIC HT  -         128.918 (meters)     422.96  (feet)  COMP
 JV1740  MODELED GRAV-     980,113.2   (mgal)                       NAVD 88
 JV1740
 JV1740  VERT ORDER  -  SECOND    CLASS 0
 JV1740
 JV1740.The horizontal coordinates were scaled from a topographic map and have
 JV1740.an estimated accuracy of +/- 6 seconds.
 JV1740
 JV1740.The orthometric height was determined by differential leveling
 JV1740.and adjusted by the National Geodetic Survey in June 1991..
 JV1740
 JV1740.The geoid height was determined by GEOID03.
 JV1740
 JV1740.The dynamic height is computed by dividing the NAVD 88
 JV1740.geopotential number by the normal gravity value computed on the
 JV1740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1740.degrees latitude (g = 980.6199 gals.).
 JV1740
 JV1740.The modeled gravity was interpolated from observed gravity values.
 JV1740
 JV1740;                    North         East    Units  Estimated Accuracy
 JV1740;SPC PA S     -    70,380.      690,940.      MT  (+/- 180 meters Scaled)
 JV1740
 JV1740                          SUPERSEDED SURVEY CONTROL
 JV1740
 JV1740  NGVD 29 (??/??/??)  129.236  (m)          424.00   (f) ADJUSTED    2 0
 JV1740
 JV1740.Superseded values are not recommended for survey control.
 JV1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1740.See file dsdata.txt to determine how the superseded data were derived.
 JV1740
 JV1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK560249(NAD 83)
 JV1740_MARKER: DD = SURVEY DISK
 JV1740_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV1740_SP_SET: CULVERT
 JV1740_STAMPING: C 287
 JV1740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV1740
 JV1740  HISTORY     - Date     Condition        Report By
 JV1740  HISTORY     - UNK      MONUMENTED       PADH
 JV1740  HISTORY     - 1961     GOOD             CGS
 JV1740  HISTORY     - 1987     GOOD             USPSQD
 JV1740  HISTORY     - 1988     GOOD             USPSQD
 JV1740
 JV1740                          STATION DESCRIPTION
 JV1740
 JV1740'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JV1740'0.8 MI SE FROM YORK.
 JV1740'0.85 MILE SOUTH ALONG U.S. HIGHWAY 111, INTERSTATE HIGHWAY 83
 JV1740'FROM THE INTERCHANGE BRIDGE OF U.S. HIGHWAY 111, INTERSTATE
 JV1740'HIGHWAY 83 AND U.S. HIGHWAY 30 AT THE EAST EDGE OF YORK, 12.0
 JV1740'FEET EAST OF THE CENTERLINE OF THE NORTH BOUND TRAFFIC LANE OF U.S.
 JV1740'HIGHWAY 111, INTERSTATE HIGHWAY 83.  SET IN TOP OF THE SOUTHEAST
 JV1740'WINGWALL OF A 12.0 FOOT BOX CONCRETE CULVERT UNDER U.S. HIGHWAY
 JV1740'111 AND INTERSTATE HIGHWAY 83 AND IS ABOUT 3.0 FEET BELOW THE
 JV1740'LEVEL OF THE HIGHWAY.
 JV1740
 JV1740                          STATION RECOVERY (1987)
 JV1740
 JV1740'RECOVERY NOTE BY US POWER SQUADRON 1987 (RED)
 JV1740'RECOVERED IN GOOD CONDITION.
 JV1740
 JV1740                          STATION RECOVERY (1988)
 JV1740
 JV1740'RECOVERY NOTE BY US POWER SQUADRON 1988 (RED)
 JV1740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1105 ***********************************************************************
 LY1105  DESIGNATION -  C 288
 LY1105  PID         -  LY1105
 LY1105  STATE/COUNTY-  PA/LACKAWANNA
 LY1105  USGS QUAD   -  STERLING (1994)
 LY1105
 LY1105                         *CURRENT SURVEY CONTROL
 LY1105  ___________________________________________________________________
 LY1105* NAD 83(1986)-  41 17 10.     (N)    075 28 08.     (W)     SCALED    
 LY1105* NAVD 88     -       553.828  (meters)    1817.02   (feet)  ADJUSTED  
 LY1105  ___________________________________________________________________
 LY1105  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 LY1105  DYNAMIC HT  -         553.565 (meters)    1816.15  (feet)  COMP
 LY1105  MODELED GRAV-     980,130.3   (mgal)                       NAVD 88
 LY1105
 LY1105  VERT ORDER  -  SECOND    CLASS 0
 LY1105
 LY1105.The horizontal coordinates were scaled from a topographic map and have
 LY1105.an estimated accuracy of +/- 6 seconds.
 LY1105
 LY1105.The orthometric height was determined by differential leveling
 LY1105.and adjusted by the National Geodetic Survey in June 1991..
 LY1105
 LY1105.The geoid height was determined by GEOID03.
 LY1105
 LY1105.The dynamic height is computed by dividing the NAVD 88
 LY1105.geopotential number by the normal gravity value computed on the
 LY1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1105.degrees latitude (g = 980.6199 gals.).
 LY1105
 LY1105.The modeled gravity was interpolated from observed gravity values.
 LY1105
 LY1105;                    North         East    Units  Estimated Accuracy
 LY1105;SPC PA N     -   126,840.      791,060.      MT  (+/- 180 meters Scaled)
 LY1105
 LY1105                          SUPERSEDED SURVEY CONTROL
 LY1105
 LY1105  NGVD 29 (??/??/92)  554.036  (m)         1817.70   (f) ADJ UNCH    2 0
 LY1105
 LY1105.Superseded values are not recommended for survey control.
 LY1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1105.See file dsdata.txt to determine how the superseded data were derived.
 LY1105
 LY1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL607706(NAD 83)
 LY1105_MARKER: DB = BENCH MARK DISK
 LY1105_SETTING: 66 = SET IN ROCK OUTCROP
 LY1105_SP_SET: ROCK LEDGE
 LY1105_STAMPING: C 288 1961
 LY1105_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY1105+STABILITY: POSITION/ELEVATION WELL
 LY1105
 LY1105  HISTORY     - Date     Condition        Report By
 LY1105  HISTORY     - 1961     MONUMENTED       CGS
 LY1105
 LY1105                          STATION DESCRIPTION
 LY1105
 LY1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1105'4.5 MI SE FROM MOSCOW.
 LY1105'4.5 MILE SOUTH EAST ALONG THE DELAWARE LACKWANNA AND WESTERN
 LY1105'RAILROAD FROM THE STATION AT MOSCOW, SET IN THE SOUTH WEST FACE
 LY1105'OF A ROCK LEDGE IN A ROCK CUT, 31 FEET SOUTH EAST OF THE
 LY1105'SOUTH EAST END OF A MAN MADE ROCK WALL, 32 FEET SOUTH EAST OF
 LY1105'A SPRING COMMING OUT OF THE ROCK WALL, 150 FEET SOUTH EAST OF
 LY1105'MILE POST 116, 13 FEET NORTH EAST OF THE NORTH EAST RAIL, ABOUT
 LY1105'2 FEET ABOVE THE LEVEL OF THE TRACK, STANDARD BENCH MARK DISK
 LY1105'DRILLED IN VERTICAL, STAMPED C 288 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1791 ***********************************************************************
 JV1791  DESIGNATION -  C 289 PADH
 JV1791  PID         -  JV1791
 JV1791  STATE/COUNTY-  PA/YORK
 JV1791  USGS QUAD   -  GLEN ROCK (1984)
 JV1791
 JV1791                         *CURRENT SURVEY CONTROL
 JV1791  ___________________________________________________________________
 JV1791* NAD 83(1986)-  39 46 35.     (N)    076 40 10.     (W)     SCALED    
 JV1791* NAVD 88     -       274.448  (meters)     900.42   (feet)  ADJUSTED  
 JV1791  ___________________________________________________________________
 JV1791  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 JV1791  DYNAMIC HT  -         274.308 (meters)     899.96  (feet)  COMP
 JV1791  MODELED GRAV-     980,107.8   (mgal)                       NAVD 88
 JV1791
 JV1791  VERT ORDER  -  SECOND    CLASS 0
 JV1791
 JV1791.The horizontal coordinates were scaled from a topographic map and have
 JV1791.an estimated accuracy of +/- 6 seconds.
 JV1791
 JV1791.The orthometric height was determined by differential leveling
 JV1791.and adjusted by the National Geodetic Survey in June 1991..
 JV1791
 JV1791.The geoid height was determined by GEOID03.
 JV1791
 JV1791.The dynamic height is computed by dividing the NAVD 88
 JV1791.geopotential number by the normal gravity value computed on the
 JV1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1791.degrees latitude (g = 980.6199 gals.).
 JV1791
 JV1791.The modeled gravity was interpolated from observed gravity values.
 JV1791
 JV1791;                    North         East    Units  Estimated Accuracy
 JV1791;SPC PA S     -    49,760.      692,570.      MT  (+/- 180 meters Scaled)
 JV1791
 JV1791                          SUPERSEDED SURVEY CONTROL
 JV1791
 JV1791  NGVD 29 (??/??/??)  274.659  (m)          901.11   (f) ADJUSTED    2 0
 JV1791
 JV1791.Superseded values are not recommended for survey control.
 JV1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1791.See file dsdata.txt to determine how the superseded data were derived.
 JV1791
 JV1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK570042(NAD 83)
 JV1791_MARKER: DD = SURVEY DISK
 JV1791_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1791_SP_SET: BRIDGE
 JV1791_STAMPING: C 289 1961
 JV1791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1791
 JV1791  HISTORY     - Date     Condition        Report By
 JV1791  HISTORY     - 1961     MONUMENTED       PADH
 JV1791  HISTORY     - 1961     GOOD             CGS
 JV1791  HISTORY     - 1987     GOOD             USPSQD
 JV1791  HISTORY     - 1988     GOOD             USPSQD
 JV1791
 JV1791                          STATION DESCRIPTION
 JV1791
 JV1791'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JV1791'1.2 MI E FROM SHREWSBURY.
 JV1791'0.8 MILE EAST ALONG STATE HIGHWAY 851 FROM THE NEW YORK BANK AND
 JV1791'TRUST COMPANY BUILDING AT SHREWSBURY, THENCE 0.4 MILE NORTH ALONG
 JV1791'U.S. HIGHWAY 111 AND INTERSTATE HIGHWAY 83, 23.0 FEET EAST OF THE
 JV1791'CENTERLINE OF THE NORTHBOUND TRAFFIC LANE OF U.S. HIGHWAY 111 AND
 JV1791'INTERSTATE HIGHWAY 83 AND 5.0 FEET NORTH OF THE SOUTH END OF THE
 JV1791'EAST CONCRETE BANISTER.  SET IN TOP OF THE SOUTHEAST WINGWALL OF
 JV1791'A 60.0 FOOT LONG CONCRETE BRIDGE OF U.S. HIGHWAY 111 AND INTERSTATE
 JV1791'HIGHWAY 83 OVER A BLACKTOP ROAD AND IS ABOUT 1.0 FOOT BELOW THE
 JV1791'LEVEL OF THE HIGHWAY AND SURFACE OF BRIDGE.
 JV1791
 JV1791                          STATION RECOVERY (1987)
 JV1791
 JV1791'RECOVERY NOTE BY US POWER SQUADRON 1987 (RED)
 JV1791'RECOVERED IN GOOD CONDITION.
 JV1791
 JV1791                          STATION RECOVERY (1988)
 JV1791
 JV1791'RECOVERY NOTE BY US POWER SQUADRON 1988 (RED)
 JV1791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1291 ***********************************************************************
 MA1291  DESIGNATION -  C 29
 MA1291  PID         -  MA1291
 MA1291  STATE/COUNTY-  PA/VENANGO
 MA1291  USGS QUAD   -  OIL CITY (1977)
 MA1291
 MA1291                         *CURRENT SURVEY CONTROL
 MA1291  ___________________________________________________________________
 MA1291* NAD 83(1986)-  41 26 09.     (N)    079 42 33.     (W)     SCALED    
 MA1291* NAVD 88     -       307.200  (meters)    1007.87   (feet)  ADJUSTED  
 MA1291  ___________________________________________________________________
 MA1291  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 MA1291  DYNAMIC HT  -         307.069 (meters)    1007.44  (feet)  COMP
 MA1291  MODELED GRAV-     980,188.0   (mgal)                       NAVD 88
 MA1291
 MA1291  VERT ORDER  -  SECOND    CLASS 0
 MA1291
 MA1291.The horizontal coordinates were scaled from a topographic map and have
 MA1291.an estimated accuracy of +/- 6 seconds.
 MA1291
 MA1291.The orthometric height was determined by differential leveling
 MA1291.and adjusted by the National Geodetic Survey in June 1991..
 MA1291
 MA1291.The geoid height was determined by GEOID03.
 MA1291
 MA1291.The dynamic height is computed by dividing the NAVD 88
 MA1291.geopotential number by the normal gravity value computed on the
 MA1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1291.degrees latitude (g = 980.6199 gals.).
 MA1291
 MA1291.The modeled gravity was interpolated from observed gravity values.
 MA1291
 MA1291;                    North         East    Units  Estimated Accuracy
 MA1291;SPC PA N     -   142,800.      436,280.      MT  (+/- 180 meters Scaled)
 MA1291
 MA1291                          SUPERSEDED SURVEY CONTROL
 MA1291
 MA1291  NGVD 29 (??/??/92)  307.39   (m)         1008.5    (f) COMPUTED    2 0
 MA1291
 MA1291.Superseded values are not recommended for survey control.
 MA1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1291.See file dsdata.txt to determine how the superseded data were derived.
 MA1291
 MA1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF078879(NAD 83)
 MA1291_MARKER: DD = SURVEY DISK
 MA1291_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1291_SP_SET: BUILDING FOUNDATION
 MA1291_STAMPING: C 29 1925
 MA1291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1291
 MA1291  HISTORY     - Date     Condition        Report By
 MA1291  HISTORY     - 1925     MONUMENTED       USGS
 MA1291  HISTORY     - 1941     GOOD             NGS
 MA1291
 MA1291                          STATION DESCRIPTION
 MA1291
 MA1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MA1291'AT OIL CITY.
 MA1291'AT OIL CITY, VENANGO COUNTY, ON SENECA STREET, AT THE SOUTH SIDE
 MA1291'OF THE POST OFFICE FOUNDATION, 54 FEET EAST OF THE REAR FACE,
 MA1291'IN THE TOP OF THE WATER TABLE, ABOUT 110 FEET WEST OF THE CENTER
 MA1291'LINE OF SENECA STREET, ABOUT 75 FEET NORTH OF THE SECOND WARD
 MA1291'SCHOOL, AND ABOUT 4 FEET HIGHER THAN THE LAWN.  A UNITED STATES
 MA1291'GEOLOGICAL SURVEY STANDARD DISK, STAMPED C 29 1925.  NOTE-- THE
 MA1291'SECOND WARD SCHOOL IS NO LONGER STANDING.  IN THAT PART OF THE
 MA1291'DESCRIPTION WHERE IT READS ABOUT 75 FEET NORTH OF THE SECOND WARD
 MA1291'SCHOOL, IT SHOULD BE CHANGED TO READ 56.2 FEET FROM PENNA.
 MA1291'TELEPHONE CO., BLDG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1370 ***********************************************************************
 LZ1370  DESIGNATION -  C 29
 LZ1370  PID         -  LZ1370
 LZ1370  STATE/COUNTY-  PA/POTTER
 LZ1370  USGS QUAD   -  CHERRY SPRINGS (1994)
 LZ1370
 LZ1370                         *CURRENT SURVEY CONTROL
 LZ1370  ___________________________________________________________________
 LZ1370* NAD 83(1986)-  41 41 35.     (N)    077 45 00.     (W)     SCALED    
 LZ1370* NAVD 88     -       474.738  (meters)    1557.54   (feet)  ADJUSTED  
 LZ1370  ___________________________________________________________________
 LZ1370  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 LZ1370  DYNAMIC HT  -         474.534 (meters)    1556.87  (feet)  COMP
 LZ1370  MODELED GRAV-     980,178.6   (mgal)                       NAVD 88
 LZ1370
 LZ1370  VERT ORDER  -  SECOND    CLASS 0
 LZ1370
 LZ1370.The horizontal coordinates were scaled from a topographic map and have
 LZ1370.an estimated accuracy of +/- 6 seconds.
 LZ1370
 LZ1370.The orthometric height was determined by differential leveling
 LZ1370.and adjusted by the National Geodetic Survey in June 1991..
 LZ1370
 LZ1370.The geoid height was determined by GEOID03.
 LZ1370
 LZ1370.The dynamic height is computed by dividing the NAVD 88
 LZ1370.geopotential number by the normal gravity value computed on the
 LZ1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1370.degrees latitude (g = 980.6199 gals.).
 LZ1370
 LZ1370.The modeled gravity was interpolated from observed gravity values.
 LZ1370
 LZ1370;                    North         East    Units  Estimated Accuracy
 LZ1370;SPC PA N     -   169,510.      600,000.      MT  (+/- 180 meters Scaled)
 LZ1370
 LZ1370                          SUPERSEDED SURVEY CONTROL
 LZ1370
 LZ1370  NGVD 29 (??/??/92)  474.870  (m)         1557.97   (f) ADJ UNCH    2 0
 LZ1370
 LZ1370.Superseded values are not recommended for survey control.
 LZ1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1370.See file dsdata.txt to determine how the superseded data were derived.
 LZ1370
 LZ1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM711193(NAD 83)
 LZ1370_MARKER: DB = BENCH MARK DISK
 LZ1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1370_STAMPING: C 29 1934
 LZ1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1370+STABILITY: SURFACE MOTION
 LZ1370
 LZ1370  HISTORY     - Date     Condition        Report By
 LZ1370  HISTORY     - 1934     MONUMENTED       CGS
 LZ1370
 LZ1370                          STATION DESCRIPTION
 LZ1370
 LZ1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1370'6 MI W FROM GALETON.
 LZ1370'6 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM GALETON,
 LZ1370'POTTER COUNTY, AT BURROWS, ABOUT 140 FEET EAST OF MILEPOST 137,
 LZ1370'ABOUT 50 FEET WEST OF THE CENTER LINE OF A CROSSING, 18 FEET
 LZ1370'NORTH OF THE CENTER LINE OF THE TRACK, AND 1 FOOT HIGHER THAN
 LZ1370'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED C 29 1934 AND SET
 LZ1370'IN THE TOP OF A CONCRETE POST.  NOTE-- THE TRACK HAS BEEN TAKEN
 LZ1370'UP BETWEEN BURROWS AND WHARTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1631 ***********************************************************************
 KW1631  DESIGNATION -  C 29 USGS
 KW1631  PID         -  KW1631
 KW1631  STATE/COUNTY-  PA/CLINTON
 KW1631  USGS QUAD   -  MILLHEIM (1973)
 KW1631
 KW1631                         *CURRENT SURVEY CONTROL
 KW1631  ___________________________________________________________________
 KW1631* NAD 83(1986)-  40 58 55.     (N)    077 27 51.     (W)     SCALED    
 KW1631* NAVD 88     -       324.551  (meters)    1064.80   (feet)  ADJUSTED  
 KW1631  ___________________________________________________________________
 KW1631  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KW1631  DYNAMIC HT  -         324.397 (meters)    1064.29  (feet)  COMP
 KW1631  MODELED GRAV-     980,140.3   (mgal)                       NAVD 88
 KW1631
 KW1631  VERT ORDER  -  SECOND    CLASS 0
 KW1631
 KW1631.The horizontal coordinates were scaled from a topographic map and have
 KW1631.an estimated accuracy of +/- 6 seconds.
 KW1631
 KW1631.The orthometric height was determined by differential leveling
 KW1631.and adjusted by the National Geodetic Survey in June 1991..
 KW1631
 KW1631.The geoid height was determined by GEOID03.
 KW1631
 KW1631.The dynamic height is computed by dividing the NAVD 88
 KW1631.geopotential number by the normal gravity value computed on the
 KW1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1631.degrees latitude (g = 980.6199 gals.).
 KW1631
 KW1631.The modeled gravity was interpolated from observed gravity values.
 KW1631
 KW1631;                    North         East    Units  Estimated Accuracy
 KW1631;SPC PA N     -    90,580.      624,060.      MT  (+/- 180 meters Scaled)
 KW1631
 KW1631                          SUPERSEDED SURVEY CONTROL
 KW1631
 KW1631  NGVD 29 (??/??/??)  324.746  (m)         1065.44   (f) ADJUSTED    2 0
 KW1631
 KW1631.Superseded values are not recommended for survey control.
 KW1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1631.See file dsdata.txt to determine how the superseded data were derived.
 KW1631
 KW1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL926396(NAD 83)
 KW1631_MARKER: DD = SURVEY DISK
 KW1631_SETTING: 0 = UNSPECIFIED SETTING
 KW1631_STAMPING: C 29 1921
 KW1631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1631
 KW1631  HISTORY     - Date     Condition        Report By
 KW1631  HISTORY     - 1921     MONUMENTED       USGS
 KW1631  HISTORY     - 1960     GOOD             CGS
 KW1631
 KW1631                          STATION DESCRIPTION
 KW1631
 KW1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1631'2.2 MI W FROM TYLERSVILLE.
 KW1631'2.2 MILES WEST ALONG STATE HIGHWAY 780 FROM THE JUNCTION OF
 KW1631'THE HIGHWAY AND COUNTY ROAD 18006 IN TYLERSVILLE, ON PROPERTY
 KW1631'BELONGING TO MR. KLINEFELTER, 41 FEET SOUTH OF THE Y-INTERSECTION
 KW1631'OF THE HIGHWAY AND A TOWNSHIP ROAD LEADING NORTHEAST, 35 FEET
 KW1631'SOUTHEAST OF A STONE CULVERT, 19 FEET NORTHWEST OF POWER POLE NO.
 KW1631'J-2835, 16 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND
 KW1631'1 FOOT ABOVE THE LEVEL OF THE ROAD.  A U.S. GEOLOGICAL SURVEY
 KW1631'BENCH-MARK DISK, STAMPED C 29 1921.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0828 ***********************************************************************
 KW0828  DESIGNATION -  C 3
 KW0828  PID         -  KW0828
 KW0828  STATE/COUNTY-  PA/DAUPHIN
 KW0828  USGS QUAD   -  HERSHEY (1990)
 KW0828
 KW0828                         *CURRENT SURVEY CONTROL
 KW0828  ___________________________________________________________________
 KW0828* NAD 83(1986)-  40 16 49.     (N)    076 39 54.     (W)     SCALED    
 KW0828* NAVD 88     -       120.300  (meters)     394.68   (feet)  ADJUSTED  
 KW0828  ___________________________________________________________________
 KW0828  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 KW0828  DYNAMIC HT  -         120.239 (meters)     394.48  (feet)  COMP
 KW0828  MODELED GRAV-     980,116.7   (mgal)                       NAVD 88
 KW0828
 KW0828  VERT ORDER  -  FIRST     CLASS I
 KW0828
 KW0828.The horizontal coordinates were scaled from a topographic map and have
 KW0828.an estimated accuracy of +/- 6 seconds.
 KW0828
 KW0828.The orthometric height was determined by differential leveling
 KW0828.and adjusted by the National Geodetic Survey in June 1991..
 KW0828.WARNING-Repeat measurements at this control monument indicate possible
 KW0828.vertical movement.
 KW0828
 KW0828.The geoid height was determined by GEOID03.
 KW0828
 KW0828.The dynamic height is computed by dividing the NAVD 88
 KW0828.geopotential number by the normal gravity value computed on the
 KW0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0828.degrees latitude (g = 980.6199 gals.).
 KW0828
 KW0828.The modeled gravity was interpolated from observed gravity values.
 KW0828
 KW0828;                    North         East    Units  Estimated Accuracy
 KW0828;SPC PA S     -   105,710.      692,270.      MT  (+/- 180 meters Scaled)
 KW0828
 KW0828                          SUPERSEDED SURVEY CONTROL
 KW0828
 KW0828  NGVD 29 (??/??/??)  120.509  (m)          395.37   (f) ADJUSTED    1 1
 KW0828
 KW0828.Superseded values are not recommended for survey control.
 KW0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0828.See file dsdata.txt to determine how the superseded data were derived.
 KW0828
 KW0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK584601(NAD 83)
 KW0828_MARKER: DB = BENCH MARK DISK
 KW0828_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0828_SP_SET: WALL
 KW0828_STAMPING: C 3 1929 395.370
 KW0828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0828
 KW0828  HISTORY     - Date     Condition        Report By
 KW0828  HISTORY     - 1929     MONUMENTED       CGS
 KW0828  HISTORY     - 1966     GOOD             CGS
 KW0828  HISTORY     - 1981     GOOD             LOCSUR
 KW0828  HISTORY     - 19950601 MARK NOT FOUND   USPSQD
 KW0828  HISTORY     - 20040730 MARK NOT FOUND   USPSQD
 KW0828
 KW0828                          STATION DESCRIPTION
 KW0828
 KW0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0828'0.9 MI W FROM HERSHEY.
 KW0828'ABOUT 0.9 MILE WEST ALONG THE READING COMPANY RAILROAD FROM THE
 KW0828'POST OFFICE AT HERSHEY, SET IN THE TOP OF THE WEST CORNER OF THE
 KW0828'RETAINING WALL OF THE OVERPASS FOR CHOCOLATE AVENUE, 8 RAILS
 KW0828'NORTHEAST OF THE ABANDONED SWATARA RAILWAY STATION, 21 FEET
 KW0828'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN LINE TRACK, 18.8
 KW0828'FEET NORTHEAST OF THE NORTHEAST END OF THE SOUTHEAST STEEL GIRDER
 KW0828'OF THE OVERPASS, 7 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 KW0828'SOUTHEAST TRACK, 6.8 FEET NORTH OF A 90 DEGREE TURN IN THE
 KW0828'RETAINING WALL, 5.2 FEET NORTH OF A TELEPHONE POLE, ABOUT 1/2
 KW0828'FOOT ABOVE THE LEVEL OF THE TRACKS.
 KW0828
 KW0828                          STATION RECOVERY (1981)
 KW0828
 KW0828'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 KW0828'RECOVERED IN GOOD CONDITION.
 KW0828
 KW0828                          STATION RECOVERY (1995)
 KW0828
 KW0828'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW0828'MARK NOT FOUND.
 KW0828
 KW0828                          STATION RECOVERY (2004)
 KW0828
 KW0828'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 KW0828'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2794 ***********************************************************************
 KV2794  DESIGNATION -  C 3 USGS
 KV2794  PID         -  KV2794
 KV2794  STATE/COUNTY-  PA/CARBON
 KV2794  USGS QUAD   -  PALMERTON (1984)
 KV2794
 KV2794                         *CURRENT SURVEY CONTROL
 KV2794  ___________________________________________________________________
 KV2794* NAD 83(1986)-  40 51 36.     (N)    075 35 33.     (W)     SCALED    
 KV2794* NAVD 88     -       306.355  (meters)    1005.10   (feet)  ADJUSTED  
 KV2794  ___________________________________________________________________
 KV2794  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KV2794  DYNAMIC HT  -         306.207 (meters)    1004.61  (feet)  COMP
 KV2794  MODELED GRAV-     980,134.5   (mgal)                       NAVD 88
 KV2794
 KV2794  VERT ORDER  -  SECOND    CLASS 0
 KV2794
 KV2794.The horizontal coordinates were scaled from a topographic map and have
 KV2794.an estimated accuracy of +/- 6 seconds.
 KV2794
 KV2794.The orthometric height was determined by differential leveling
 KV2794.and adjusted by the National Geodetic Survey in June 1991..
 KV2794.WARNING-Repeat measurements at this control monument indicate possible
 KV2794.vertical movement.
 KV2794
 KV2794.The geoid height was determined by GEOID03.
 KV2794
 KV2794.The dynamic height is computed by dividing the NAVD 88
 KV2794.geopotential number by the normal gravity value computed on the
 KV2794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2794.degrees latitude (g = 980.6199 gals.).
 KV2794
 KV2794.The modeled gravity was interpolated from observed gravity values.
 KV2794
 KV2794;                    North         East    Units  Estimated Accuracy
 KV2794;SPC PA N     -    79,260.      781,890.      MT  (+/- 180 meters Scaled)
 KV2794
 KV2794                          SUPERSEDED SURVEY CONTROL
 KV2794
 KV2794  NGVD 29 (??/??/??)  306.551  (m)         1005.74   (f) ADJUSTED    2 0
 KV2794
 KV2794.Superseded values are not recommended for survey control.
 KV2794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2794.See file dsdata.txt to determine how the superseded data were derived.
 KV2794
 KV2794_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL500233(NAD 83)
 KV2794_MARKER: DD = SURVEY DISK
 KV2794_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2794_SP_SET: SIDEWALK
 KV2794_STAMPING: PA C 3 1922
 KV2794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2794
 KV2794  HISTORY     - Date     Condition        Report By
 KV2794  HISTORY     - 1922     MONUMENTED       USGS
 KV2794  HISTORY     - 1956     GOOD             CGS
 KV2794  HISTORY     - 1969     GOOD             CGS
 KV2794
 KV2794                          STATION DESCRIPTION
 KV2794
 KV2794'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV2794'6.5 MI NE FROM WEISSPORT.
 KV2794'6.5 MILES NORTHEAST ALONG U.S. HIGHWAY 209 FROM THE NORTHEAST
 KV2794'END OF THE LARGE U.S. HIGHWAY 209 BRIDGE OVER THE LEHIGH RR,
 KV2794'LEHIGH RIVER AND THE CENTRAL OF NEW JERSEY RAILROAD AT
 KV2794'WEISSPORT, AT THE FOREST INN, ON TOP OF THE CONCRETE SIDEWALK
 KV2794'AROUND THE INN, 1.1 FEET SOUTH OF THE SOUTH CORNER OF THE INN
 KV2794'AND 3 FEET HIGHER THAN THE HIGHWAY.  NOTE-- MARK NOT SET
 KV2794'VERTICALLY AS IN ORIGINAL DESCRIPTION.  ALSO THE SIDEWALK
 KV2794'IS CRACKED AND APPEARS TO HAVE SETTLED.
 KV2794
 KV2794                          STATION RECOVERY (1969)
 KV2794
 KV2794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 KV2794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0738 ***********************************************************************
 LZ0738  DESIGNATION -  C 30
 LZ0738  PID         -  LZ0738
 LZ0738  STATE/COUNTY-  PA/TIOGA
 LZ0738  USGS QUAD   -  TIADAGHTON (1994)
 LZ0738
 LZ0738                         *CURRENT SURVEY CONTROL
 LZ0738  ___________________________________________________________________
 LZ0738* NAD 83(1986)-  41 37 34.     (N)    077 26 32.     (W)     SCALED    
 LZ0738* NAVD 88     -       294.153  (meters)     965.07   (feet)  ADJUSTED  
 LZ0738  ___________________________________________________________________
 LZ0738  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 LZ0738  DYNAMIC HT  -         294.021 (meters)     964.63  (feet)  COMP
 LZ0738  MODELED GRAV-     980,167.4   (mgal)                       NAVD 88
 LZ0738
 LZ0738  VERT ORDER  -  SECOND    CLASS 0
 LZ0738
 LZ0738.The horizontal coordinates were scaled from a topographic map and have
 LZ0738.an estimated accuracy of +/- 6 seconds.
 LZ0738
 LZ0738.The orthometric height was determined by differential leveling
 LZ0738.and adjusted by the National Geodetic Survey in June 1991..
 LZ0738
 LZ0738.The geoid height was determined by GEOID03.
 LZ0738
 LZ0738.The dynamic height is computed by dividing the NAVD 88
 LZ0738.geopotential number by the normal gravity value computed on the
 LZ0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0738.degrees latitude (g = 980.6199 gals.).
 LZ0738
 LZ0738.The modeled gravity was interpolated from observed gravity values.
 LZ0738
 LZ0738;                    North         East    Units  Estimated Accuracy
 LZ0738;SPC PA N     -   162,120.      625,650.      MT  (+/- 180 meters Scaled)
 LZ0738
 LZ0738                          SUPERSEDED SURVEY CONTROL
 LZ0738
 LZ0738  NGVD 29 (??/??/92)  294.297  (m)          965.54   (f) ADJ UNCH    2 0
 LZ0738
 LZ0738.Superseded values are not recommended for survey control.
 LZ0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0738.See file dsdata.txt to determine how the superseded data were derived.
 LZ0738
 LZ0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM965111(NAD 83)
 LZ0738_MARKER: DB = BENCH MARK DISK
 LZ0738_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0738_SP_SET: SEMAPHORE FOUNDATION
 LZ0738_STAMPING: C 30 1934
 LZ0738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0738
 LZ0738  HISTORY     - Date     Condition        Report By
 LZ0738  HISTORY     - 1934     MONUMENTED       CGS
 LZ0738
 LZ0738                          STATION DESCRIPTION
 LZ0738
 LZ0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0738'1.6 MI S FROM TIADAGHTON.
 LZ0738'ABOUT 1.6 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD
 LZ0738'FROM TIADAGHTON, TIOGA COUNTY, ABOUT 0.4 MILE NORTH OF MILEPOST
 LZ0738'L 125, AT THE JOHNSON BEND, AT SEMAPHORE 124.6, IN THE TOP
 LZ0738'OF THE SOUTHWEST CORNER OF THE CONCRETE BASE, 6 FEET EAST OF THE
 LZ0738'EAST RAIL, AND ABOUT LEVEL WITH THE TOP OF THE RAIL.  A STANDARD
 LZ0738'DISK, STAMPED C 30 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1734 ***********************************************************************
 JU1734  DESIGNATION -  C 302
 JU1734  PID         -  JU1734
 JU1734  STATE/COUNTY-  PA/CHESTER
 JU1734  USGS QUAD   -  WEST CHESTER (1996)
 JU1734
 JU1734                         *CURRENT SURVEY CONTROL
 JU1734  ___________________________________________________________________
 JU1734* NAD 83(1986)-  39 57 34.     (N)    075 36 58.     (W)     SCALED    
 JU1734* NAVD 88     -       115.605  (meters)     379.28   (feet)  ADJUSTED  
 JU1734  ___________________________________________________________________
 JU1734  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 JU1734  DYNAMIC HT  -         115.550 (meters)     379.10  (feet)  COMP
 JU1734  MODELED GRAV-     980,146.9   (mgal)                       NAVD 88
 JU1734
 JU1734  VERT ORDER  -  SECOND    CLASS 0
 JU1734
 JU1734.The horizontal coordinates were scaled from a topographic map and have
 JU1734.an estimated accuracy of +/- 6 seconds.
 JU1734
 JU1734.The orthometric height was determined by differential leveling
 JU1734.and adjusted by the National Geodetic Survey in June 1991..
 JU1734
 JU1734.The geoid height was determined by GEOID03.
 JU1734
 JU1734.The dynamic height is computed by dividing the NAVD 88
 JU1734.geopotential number by the normal gravity value computed on the
 JU1734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1734.degrees latitude (g = 980.6199 gals.).
 JU1734
 JU1734.The modeled gravity was interpolated from observed gravity values.
 JU1734
 JU1734;                    North         East    Units  Estimated Accuracy
 JU1734;SPC PA S     -    71,720.      782,310.      MT  (+/- 180 meters Scaled)
 JU1734
 JU1734                          SUPERSEDED SURVEY CONTROL
 JU1734
 JU1734  NGVD 29 (??/??/??)  115.891  (m)          380.22   (f) ADJUSTED    2 0
 JU1734
 JU1734.Superseded values are not recommended for survey control.
 JU1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1734.See file dsdata.txt to determine how the superseded data were derived.
 JU1734
 JU1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK473234(NAD 83)
 JU1734_MARKER: DB = BENCH MARK DISK
 JU1734_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1734_SP_SET: CULVERT
 JU1734_STAMPING: C 302 1966
 JU1734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1734
 JU1734  HISTORY     - Date     Condition        Report By
 JU1734  HISTORY     - 1966     MONUMENTED       CGS
 JU1734  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JU1734  HISTORY     - 20000311 GOOD             USPSQD
 JU1734  HISTORY     - 20011203 GOOD             NGS
 JU1734
 JU1734                          STATION DESCRIPTION
 JU1734
 JU1734'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1734'AT WEST CHESTER.
 JU1734'AT WEST CHESTER, 0.1 MILE NORTHWEST ALONG U.S. HIGHWAY 322
 JU1734'FROM THE JUNCTION OF U.S. HIGHWAY 322 AND STATE HIGHWAY 162
 JU1734'AT THE WEST EDGE OF WEST CHESTER, 30 FEET NORTHEAST OF THE
 JU1734'APPROXIMATE CENTER OF HIGHWAY, 1.2 FEET SOUTHEAST OF THE
 JU1734'NORTHWEST END OF HEADWALL, SET IN THE TOP OF THE NORTHWEST END
 JU1734'OF NORTHEAST HEADWALL OF A BOX CULVERT AND IS ABOUT 1 FOOT
 JU1734'BELOW THE LEVEL OF THE HIGHWAY.
 JU1734
 JU1734                          STATION RECOVERY (1988)
 JU1734
 JU1734'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDC)
 JU1734'MARK NOT FOUND.
 JU1734
 JU1734                          STATION RECOVERY (2000)
 JU1734
 JU1734'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU1734'RECOVERED IN GOOD CONDITION.
 JU1734
 JU1734                          STATION RECOVERY (2001)
 JU1734
 JU1734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU1734'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2480 ***********************************************************************
 KV2480  DESIGNATION -  C 303
 KV2480  PID         -  KV2480
 KV2480  STATE/COUNTY-  PA/CHESTER
 KV2480  USGS QUAD   -  HONEY BROOK (1983)
 KV2480
 KV2480                         *CURRENT SURVEY CONTROL
 KV2480  ___________________________________________________________________
 KV2480* NAD 83(1986)-  40 02 21.     (N)    075 55 29.     (W)     SCALED    
 KV2480* NAVD 88     -       214.763  (meters)     704.60   (feet)  ADJUSTED  
 KV2480  ___________________________________________________________________
 KV2480  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KV2480  DYNAMIC HT  -         214.651 (meters)     704.23  (feet)  COMP
 KV2480  MODELED GRAV-     980,102.4   (mgal)                       NAVD 88
 KV2480
 KV2480  VERT ORDER  -  SECOND    CLASS 0
 KV2480
 KV2480.The horizontal coordinates were scaled from a topographic map and have
 KV2480.an estimated accuracy of +/- 6 seconds.
 KV2480
 KV2480.The orthometric height was determined by differential leveling
 KV2480.and adjusted by the National Geodetic Survey in June 1991..
 KV2480
 KV2480.The geoid height was determined by GEOID03.
 KV2480
 KV2480.The dynamic height is computed by dividing the NAVD 88
 KV2480.geopotential number by the normal gravity value computed on the
 KV2480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2480.degrees latitude (g = 980.6199 gals.).
 KV2480
 KV2480.The modeled gravity was interpolated from observed gravity values.
 KV2480
 KV2480;                    North         East    Units  Estimated Accuracy
 KV2480;SPC PA S     -    79,980.      755,770.      MT  (+/- 180 meters Scaled)
 KV2480
 KV2480                          SUPERSEDED SURVEY CONTROL
 KV2480
 KV2480  NGVD 29 (??/??/??)  215.023  (m)          705.45   (f) ADJUSTED    2 0
 KV2480
 KV2480.Superseded values are not recommended for survey control.
 KV2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2480.See file dsdata.txt to determine how the superseded data were derived.
 KV2480
 KV2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK211325(NAD 83)
 KV2480_MARKER: DB = BENCH MARK DISK
 KV2480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2480_STAMPING: C 303 1966
 KV2480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2480+STABILITY: SURFACE MOTION
 KV2480
 KV2480  HISTORY     - Date     Condition        Report By
 KV2480  HISTORY     - 1966     MONUMENTED       CGS
 KV2480  HISTORY     - 19910330 GOOD             USPSQD
 KV2480  HISTORY     - 19910330 MARK NOT FOUND   USPSQD
 KV2480  HISTORY     - 20060924 GOOD             GEOCAC
 KV2480
 KV2480                          STATION DESCRIPTION
 KV2480
 KV2480'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2480'4.4 MI S FROM HONEYBROOK.
 KV2480'ABOUT 4.4 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE POST OFFICE
 KV2480'IN HONEYBROOK, 270 FEET NORTH OF THE CENTERLINE OF HIGHWAY,
 KV2480'13 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A BLACKTOP ROAD,
 KV2480'2.0 FEET EAST OF A POWER LINE POLE, 2 FEET SOUTHEAST OF A METAL
 KV2480'WITNESS SIGN, SET IN THE TOP OF A CONCRETE POST PROJECTING
 KV2480'2-INCHES AND IS ABOUT 25 FEET BELOW THE LEVEL OF THE HIGHWAY.
 KV2480
 KV2480                          STATION RECOVERY (1991)
 KV2480
 KV2480'RECOVERY NOTE BY US POWER SQUADRON 1991 (RLB)
 KV2480'RECOVERED IN GOOD CONDITION.
 KV2480
 KV2480                          STATION RECOVERY (1991)
 KV2480
 KV2480'RECOVERY NOTE BY US POWER SQUADRON 1991 (WB)
 KV2480'MARK NOT FOUND.
 KV2480
 KV2480                          STATION RECOVERY (2006)
 KV2480
 KV2480'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KV2480'MARK IS 32.3 FEET NORTH OF POLE 45855, 14 FEET SOUTH OF THE CENTERLINE
 KV2480'OF THE ROAD AND APPROXIMATELY 5 FEET BELOW THE LEVEL OF THE HIGHWAY.
 KV2480'IT IS 2 FEET ABOVE THE LEVEL OF THE ROAD. THERE IS NO WITNESS POST.
 KV2480' 
 KV2480'HH2 N 40 02 21.7  W 075 55 29.4
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0254 ***********************************************************************
 JV0254  DESIGNATION -  C 304 PADH
 JV0254  PID         -  JV0254
 JV0254  STATE/COUNTY-  PA/LANCASTER
 JV0254  USGS QUAD   -  GAP (1989)
 JV0254
 JV0254                         *CURRENT SURVEY CONTROL
 JV0254  ___________________________________________________________________
 JV0254* NAD 83(1986)-  39 59 42.     (N)    076 02 28.     (W)     SCALED    
 JV0254* NAVD 88     -       133.956  (meters)     439.49   (feet)  ADJUSTED  
 JV0254  ___________________________________________________________________
 JV0254  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JV0254  DYNAMIC HT  -         133.887 (meters)     439.26  (feet)  COMP
 JV0254  MODELED GRAV-     980,110.9   (mgal)                       NAVD 88
 JV0254
 JV0254  VERT ORDER  -  SECOND    CLASS 0
 JV0254
 JV0254.The horizontal coordinates were scaled from a topographic map and have
 JV0254.an estimated accuracy of +/- 6 seconds.
 JV0254
 JV0254.The orthometric height was determined by differential leveling
 JV0254.and adjusted by the National Geodetic Survey in June 1991..
 JV0254
 JV0254.The geoid height was determined by GEOID03.
 JV0254
 JV0254.The dynamic height is computed by dividing the NAVD 88
 JV0254.geopotential number by the normal gravity value computed on the
 JV0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0254.degrees latitude (g = 980.6199 gals.).
 JV0254
 JV0254.The modeled gravity was interpolated from observed gravity values.
 JV0254
 JV0254;                    North         East    Units  Estimated Accuracy
 JV0254;SPC PA S     -    74,880.      745,930.      MT  (+/- 180 meters Scaled)
 JV0254
 JV0254                          SUPERSEDED SURVEY CONTROL
 JV0254
 JV0254  NGVD 29 (??/??/??)  134.225  (m)          440.37   (f) ADJUSTED    2 0
 JV0254
 JV0254.Superseded values are not recommended for survey control.
 JV0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0254.See file dsdata.txt to determine how the superseded data were derived.
 JV0254
 JV0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK111277(NAD 83)
 JV0254_MARKER: DD = SURVEY DISK
 JV0254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV0254_SP_SET: BRIDGE
 JV0254_STAMPING: C 304 1966
 JV0254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV0254
 JV0254  HISTORY     - Date     Condition        Report By
 JV0254  HISTORY     - 1966     MONUMENTED       PADH
 JV0254  HISTORY     - 1966     GOOD             CGS
 JV0254  HISTORY     - 1970     GOOD             NGS
 JV0254
 JV0254                          STATION DESCRIPTION
 JV0254
 JV0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JV0254'1 MI W FROM GAP.
 JV0254'ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAY 30 FROM ITS JUNCTION
 JV0254'WITH STATE HIGHWAY 41 IN GAP, 21 FEET SOUTH OF THE APPROXIMATE
 JV0254'CENTER OF HIGHWAY, SET IN THE TOP OF THE SOUTHWEST WINGWALL
 JV0254'OF A BRIDGE OVER HOUSTON RUN AND IS ABOUT 1 FOOT BELOW THE
 JV0254'LEVEL OF THE HIGHWAY.
 JV0254
 JV0254                          STATION RECOVERY (1970)
 JV0254
 JV0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JV0254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0796 ***********************************************************************
 KW0796  DESIGNATION -  C 305 PADH
 KW0796  PID         -  KW0796
 KW0796  STATE/COUNTY-  PA/LANCASTER
 KW0796  USGS QUAD   -  COLUMBIA EAST (1995)
 KW0796
 KW0796                         *CURRENT SURVEY CONTROL
 KW0796  ___________________________________________________________________
 KW0796* NAD 83(1986)-  40 03 09.     (N)    076 23 47.     (W)     SCALED    
 KW0796* NAVD 88     -       140.908  (meters)     462.30   (feet)  ADJUSTED  
 KW0796  ___________________________________________________________________
 KW0796  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 KW0796  DYNAMIC HT  -         140.835 (meters)     462.06  (feet)  COMP
 KW0796  MODELED GRAV-     980,106.7   (mgal)                       NAVD 88
 KW0796
 KW0796  VERT ORDER  -  SECOND    CLASS 0
 KW0796
 KW0796.The horizontal coordinates were scaled from a topographic map and have
 KW0796.an estimated accuracy of +/- 6 seconds.
 KW0796
 KW0796.The orthometric height was determined by differential leveling
 KW0796.and adjusted by the National Geodetic Survey in June 1991..
 KW0796
 KW0796.The geoid height was determined by GEOID03.
 KW0796
 KW0796.The dynamic height is computed by dividing the NAVD 88
 KW0796.geopotential number by the normal gravity value computed on the
 KW0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0796.degrees latitude (g = 980.6199 gals.).
 KW0796
 KW0796.The modeled gravity was interpolated from observed gravity values.
 KW0796
 KW0796;                    North         East    Units  Estimated Accuracy
 KW0796;SPC PA S     -    80,740.      715,500.      MT  (+/- 180 meters Scaled)
 KW0796
 KW0796                          SUPERSEDED SURVEY CONTROL
 KW0796
 KW0796  NGVD 29 (??/??/??)  141.159  (m)          463.12   (f) ADJUSTED    2 0
 KW0796
 KW0796.Superseded values are not recommended for survey control.
 KW0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0796.See file dsdata.txt to determine how the superseded data were derived.
 KW0796
 KW0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK808345(NAD 83)
 KW0796_MARKER: DD = SURVEY DISK
 KW0796_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0796_SP_SET: OVERPASS CURBING
 KW0796_STAMPING: C 305 1966
 KW0796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0796
 KW0796  HISTORY     - Date     Condition        Report By
 KW0796  HISTORY     - 1966     MONUMENTED       PADH
 KW0796  HISTORY     - 1966     GOOD             CGS
 KW0796  HISTORY     - 1975     GOOD             PADT
 KW0796  HISTORY     - 20060101 POOR             GEOCAC
 KW0796
 KW0796                          STATION DESCRIPTION
 KW0796
 KW0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0796'7.3 MI E FROM COLUMBIA.
 KW0796'ABOUT 2.9 MILES EAST ALONG U.S. HIGHWAY 30 FROM ITS JUNCTION WITH
 KW0796'STATE HIGHWAYS 441 AND 241 IN COLUMBIA, TO THE JUNCTION OF U.S.
 KW0796'HWY. 30 BY-PASS, THENCE, NORTHEAST ALONG BY-PASS 4.4 MILES, SET
 KW0796'IN THE TOP OF THE NORTH END OF WEST CURBING OF A OVERPASS OVER
 KW0796'THE BY-PASS, 17 FEET WEST OF THE CENTERLINE OF ROAD, 3.0 FEET
 KW0796'SOUTH OF THE NORTH END AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF
 KW0796'THE ROAD.
 KW0796
 KW0796                          STATION RECOVERY (1975)
 KW0796
 KW0796'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 KW0796'MILEAGE ALONG BY-PASS IS INCORRECT IN DESCRIPTION, CORRECT MILEAGE IS
 KW0796'3.4 MILES, NOT 4.4 AS STATED.
 KW0796
 KW0796                          STATION RECOVERY (2006)
 KW0796
 KW0796'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0796'MARK IS DIRECTLY BENEATH A GUARDRAIL AND WILL BE DIFFICULT TO OCCUPY
 KW0796'BUT IS OTHERWISE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2110 ***********************************************************************
 JV2110  DESIGNATION -  C 306
 JV2110  PID         -  JV2110
 JV2110  STATE/COUNTY-  PA/ADAMS
 JV2110  USGS QUAD   -  BIGLERVILLE (1990)
 JV2110
 JV2110                         *CURRENT SURVEY CONTROL
 JV2110  ___________________________________________________________________
 JV2110* NAD 83(1986)-  39 56 20.     (N)    077 09 13.     (W)     SCALED    
 JV2110* NAVD 88     -       167.379  (meters)     549.14   (feet)  ADJUSTED  
 JV2110  ___________________________________________________________________
 JV2110  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JV2110  DYNAMIC HT  -         167.289 (meters)     548.85  (feet)  COMP
 JV2110  MODELED GRAV-     980,086.5   (mgal)                       NAVD 88
 JV2110
 JV2110  VERT ORDER  -  SECOND    CLASS 0
 JV2110
 JV2110.The horizontal coordinates were scaled from a topographic map and have
 JV2110.an estimated accuracy of +/- 6 seconds.
 JV2110
 JV2110.The orthometric height was determined by differential leveling
 JV2110.and adjusted by the National Geodetic Survey in June 1991..
 JV2110
 JV2110.The geoid height was determined by GEOID03.
 JV2110
 JV2110.The dynamic height is computed by dividing the NAVD 88
 JV2110.geopotential number by the normal gravity value computed on the
 JV2110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2110.degrees latitude (g = 980.6199 gals.).
 JV2110
 JV2110.The modeled gravity was interpolated from observed gravity values.
 JV2110
 JV2110;                    North         East    Units  Estimated Accuracy
 JV2110;SPC PA S     -    67,410.      650,970.      MT  (+/- 180 meters Scaled)
 JV2110
 JV2110                          SUPERSEDED SURVEY CONTROL
 JV2110
 JV2110  NGVD 29 (??/??/??)  167.581  (m)          549.81   (f) ADJUSTED    2 0
 JV2110
 JV2110.Superseded values are not recommended for survey control.
 JV2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2110.See file dsdata.txt to determine how the superseded data were derived.
 JV2110
 JV2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK159231(NAD 83)
 JV2110_MARKER: DB = BENCH MARK DISK
 JV2110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV2110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV2110_STAMPING: C 306 1966
 JV2110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV2110+STABILITY: SURFACE MOTION
 JV2110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV2110+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2006
 JV2110
 JV2110  HISTORY     - Date     Condition        Report By
 JV2110  HISTORY     - 1966     MONUMENTED       CGS
 JV2110  HISTORY     - 20060614 GOOD             GEOCAC
 JV2110
 JV2110                          STATION DESCRIPTION
 JV2110
 JV2110'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JV2110'0.7 MI SW FROM HEIDLERSBURG.
 JV2110'ABOUT 0.7 MILE SOUTHWEST ALONG U.S. HIGHWAY 15 FROM ITS JUNCTION
 JV2110'WITH STATE HIGHWAY 234 IN HEIDLERSBURG, 303 FEET NORTHEAST OF
 JV2110'A POWER LINE CROSSING, 24.5 FEET SOUTHEAST OF THE CENTERLINE OF
 JV2110'HIGHWAY, 19.5 FEET SOUTHWEST OF TELEPHONE POLE NO 362, 1.0 FOOT
 JV2110'NORTHWEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 JV2110'PROJECTING 3-INCHES AND IS ABOUT LEVEL WITH THE HIGHWAY.
 JV2110
 JV2110                          STATION RECOVERY (2006)
 JV2110
 JV2110'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV2110'OLD U.S. HIGHWAY 15 IS NOW NAMED OLD HARRISBURG RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1442 ***********************************************************************
 KW1442  DESIGNATION -  C 307
 KW1442  PID         -  KW1442
 KW1442  STATE/COUNTY-  PA/SNYDER
 KW1442  USGS QUAD   -  SUNBURY (1987)
 KW1442
 KW1442                         *CURRENT SURVEY CONTROL
 KW1442  ___________________________________________________________________
 KW1442* NAD 83(1986)-  40 45 37.     (N)    076 51 52.     (W)     SCALED    
 KW1442* NAVD 88     -       131.914  (meters)     432.79   (feet)  ADJUSTED  
 KW1442  ___________________________________________________________________
 KW1442  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KW1442  DYNAMIC HT  -         131.855 (meters)     432.59  (feet)  COMP
 KW1442  MODELED GRAV-     980,171.7   (mgal)                       NAVD 88
 KW1442
 KW1442  VERT ORDER  -  FIRST     CLASS II
 KW1442
 KW1442.The horizontal coordinates were scaled from a topographic map and have
 KW1442.an estimated accuracy of +/- 6 seconds.
 KW1442
 KW1442.The orthometric height was determined by differential leveling
 KW1442.and adjusted by the National Geodetic Survey in June 1991..
 KW1442
 KW1442.The geoid height was determined by GEOID03.
 KW1442
 KW1442.The dynamic height is computed by dividing the NAVD 88
 KW1442.geopotential number by the normal gravity value computed on the
 KW1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1442.degrees latitude (g = 980.6199 gals.).
 KW1442
 KW1442.The modeled gravity was interpolated from observed gravity values.
 KW1442
 KW1442;                    North         East    Units  Estimated Accuracy
 KW1442;SPC PA S     -   158,820.      674,770.      MT  (+/- 180 meters Scaled)
 KW1442
 KW1442                          SUPERSEDED SURVEY CONTROL
 KW1442
 KW1442  NGVD 29 (??/??/??)  132.146  (m)          433.55   (f) ADJUSTED    1 2
 KW1442
 KW1442.Superseded values are not recommended for survey control.
 KW1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1442.See file dsdata.txt to determine how the superseded data were derived.
 KW1442
 KW1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL426138(NAD 83)
 KW1442_MARKER: DB = BENCH MARK DISK
 KW1442_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1442_SP_SET: CATCH BASIN
 KW1442_STAMPING: C 307 1966
 KW1442_MARK LOGO: CGS   
 KW1442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1442
 KW1442  HISTORY     - Date     Condition        Report By
 KW1442  HISTORY     - 1966     MONUMENTED       CGS
 KW1442  HISTORY     - 1983     GOOD             NGS
 KW1442
 KW1442                          STATION DESCRIPTION
 KW1442
 KW1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1442'2.7 MI S FROM SELINSGROVE.
 KW1442'2.7 MILES SOUTH ALONG U.S. HIGHWAYS 11 AND 15 FROM THE POST
 KW1442'OFFICE IN SELINSGROVE, 38 FEET WEST OF THE APPROXIMATE CENTER OF
 KW1442'HIGHWAY, SET IN THE TOP OF THE APPROXIMATE CENTER OF THE BACKWALL
 KW1442'OF A CATCHBASIN AND IS ABOUT LEVEL WITH THE HIGHWAY.
 KW1442
 KW1442                          STATION RECOVERY (1983)
 KW1442
 KW1442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KW1442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1187 ***********************************************************************
 KW1187  DESIGNATION -  C 308 PADH
 KW1187  PID         -  KW1187
 KW1187  STATE/COUNTY-  PA/PERRY
 KW1187  USGS QUAD   -  HALIFAX (1977)
 KW1187
 KW1187                         *CURRENT SURVEY CONTROL
 KW1187  ___________________________________________________________________
 KW1187* NAD 83(1986)-  40 27 07.     (N)    076 58 20.     (W)     SCALED    
 KW1187* NAVD 88     -       110.019  (meters)     360.95   (feet)  ADJUSTED  
 KW1187  ___________________________________________________________________
 KW1187  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KW1187  DYNAMIC HT  -         109.966 (meters)     360.78  (feet)  COMP
 KW1187  MODELED GRAV-     980,142.5   (mgal)                       NAVD 88
 KW1187
 KW1187  VERT ORDER  -  FIRST     CLASS II
 KW1187
 KW1187.The horizontal coordinates were scaled from a topographic map and have
 KW1187.an estimated accuracy of +/- 6 seconds.
 KW1187
 KW1187.The orthometric height was determined by differential leveling
 KW1187.and adjusted by the National Geodetic Survey in June 1991..
 KW1187
 KW1187.The geoid height was determined by GEOID03.
 KW1187
 KW1187.The dynamic height is computed by dividing the NAVD 88
 KW1187.geopotential number by the normal gravity value computed on the
 KW1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1187.degrees latitude (g = 980.6199 gals.).
 KW1187
 KW1187.The modeled gravity was interpolated from observed gravity values.
 KW1187
 KW1187;                    North         East    Units  Estimated Accuracy
 KW1187;SPC PA S     -   124,500.      665,970.      MT  (+/- 180 meters Scaled)
 KW1187
 KW1187                          SUPERSEDED SURVEY CONTROL
 KW1187
 KW1187  NGVD 29 (??/??/??)  110.266  (m)          361.76   (f) ADJUSTED    1 2
 KW1187
 KW1187.Superseded values are not recommended for survey control.
 KW1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1187.See file dsdata.txt to determine how the superseded data were derived.
 KW1187
 KW1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK327797(NAD 83)
 KW1187_MARKER: DD = SURVEY DISK
 KW1187_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1187_SP_SET: CULVERT
 KW1187_STAMPING: C 308 1966
 KW1187_MARK LOGO: PADH  
 KW1187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1187
 KW1187  HISTORY     - Date     Condition        Report By
 KW1187  HISTORY     - 1966     MONUMENTED       PADH
 KW1187  HISTORY     - 1966     GOOD             CGS
 KW1187  HISTORY     - 1983     GOOD             NGS
 KW1187  HISTORY     - 19980502 MARK NOT FOUND   USPSQD
 KW1187
 KW1187                          STATION DESCRIPTION
 KW1187
 KW1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1187'2.8 MI N FROM AMITY HALL.
 KW1187'ABOUT 2.8 MILES NORTH ALONG U.S. HIGHWAYS 11 AND 15 FROM THE
 KW1187'JUNCTION OF U.S. HIGHWAYS 11, 15, 22, AND 322 AT AMITY HALL, 48
 KW1187'FEET EAST OF THE APPROXIMATE CENTER OF HIGHWAY, SET IN THE TOP
 KW1187'OF THE SOUTHEAST WINGWALL OF A LARGE BOX CULVERT AND IS ABOUT
 KW1187'12 FEET BELOW THE LEVEL OF THE HIGHWAY.
 KW1187
 KW1187                          STATION RECOVERY (1983)
 KW1187
 KW1187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KW1187'RECOVERED IN GOOD CONDITION.
 KW1187
 KW1187                          STATION RECOVERY (1998)
 KW1187
 KW1187'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW1187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1741 ***********************************************************************
 KW1741  DESIGNATION -  C 309
 KW1741  PID         -  KW1741
 KW1741  STATE/COUNTY-  PA/JUNIATA
 KW1741  USGS QUAD   -  MILLERSTOWN (1978)
 KW1741
 KW1741                         *CURRENT SURVEY CONTROL
 KW1741  ___________________________________________________________________
 KW1741* NAD 83(1986)-  40 34 09.     (N)    077 12 25.     (W)     SCALED    
 KW1741* NAVD 88     -       137.959  (meters)     452.62   (feet)  ADJUSTED  
 KW1741  ___________________________________________________________________
 KW1741  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KW1741  DYNAMIC HT  -         137.894 (meters)     452.41  (feet)  COMP
 KW1741  MODELED GRAV-     980,152.8   (mgal)                       NAVD 88
 KW1741
 KW1741  VERT ORDER  -  SECOND    CLASS 0
 KW1741
 KW1741.The horizontal coordinates were scaled from a topographic map and have
 KW1741.an estimated accuracy of +/- 6 seconds.
 KW1741
 KW1741.The orthometric height was determined by differential leveling
 KW1741.and adjusted by the National Geodetic Survey in June 1991..
 KW1741
 KW1741.The geoid height was determined by GEOID03.
 KW1741
 KW1741.The dynamic height is computed by dividing the NAVD 88
 KW1741.geopotential number by the normal gravity value computed on the
 KW1741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1741.degrees latitude (g = 980.6199 gals.).
 KW1741
 KW1741.The modeled gravity was interpolated from observed gravity values.
 KW1741
 KW1741;                    North         East    Units  Estimated Accuracy
 KW1741;SPC PA S     -   137,360.      645,980.      MT  (+/- 180 meters Scaled)
 KW1741
 KW1741                          SUPERSEDED SURVEY CONTROL
 KW1741
 KW1741  NGVD 29 (??/??/??)  138.179  (m)          453.34   (f) ADJUSTED    2 0
 KW1741
 KW1741.Superseded values are not recommended for survey control.
 KW1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1741.See file dsdata.txt to determine how the superseded data were derived.
 KW1741
 KW1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK131932(NAD 83)
 KW1741_MARKER: DB = BENCH MARK DISK
 KW1741_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1741_SP_SET: CULVERT
 KW1741_STAMPING: C 309 1966
 KW1741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1741
 KW1741  HISTORY     - Date     Condition        Report By
 KW1741  HISTORY     - 1966     MONUMENTED       CGS
 KW1741  HISTORY     - 1968     GOOD             CGS
 KW1741
 KW1741                          STATION DESCRIPTION
 KW1741
 KW1741'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1741'1.5 MI SE FROM THOMPSONTOWN.
 KW1741'1.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 22 AND 322 FROM THE
 KW1741'BRIDGE OVER DELAWARE CREEK IN THOMPSONTOWN, 3.2 MILES NORTHWEST
 KW1741'OF MILLERSTOWN, 75 FEET WEST OF THE APPROXIMATE CENTER OF A
 KW1741'BLACK TOP ROAD, 15.6 FEET NORTH OF THE CENTERLINE OF HIGHWAY,
 KW1741'15.2 FEET SOUTHWEST OF TELEPHONE POLE 391, 2.4 FEET EAST OF THE
 KW1741'WEST END OF HEADWALL SET IN THE TOP OF THE NORTH HEADWALL OF A
 KW1741'CONCRETE CULVERT AND IS ABOUT LEVEL WITH THE HIGHWAY.
 KW1741
 KW1741                          STATION RECOVERY (1968)
 KW1741
 KW1741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 KW1741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1770 ***********************************************************************
 KW1770  DESIGNATION -  C 310
 KW1770  PID         -  KW1770
 KW1770  STATE/COUNTY-  PA/MIFFLIN
 KW1770  USGS QUAD   -  ALFARATA (1978)
 KW1770
 KW1770                         *CURRENT SURVEY CONTROL
 KW1770  ___________________________________________________________________
 KW1770* NAD 83(1986)-  40 39 39.     (N)    077 27 41.     (W)     SCALED    
 KW1770* NAVD 88     -       186.119  (meters)     610.63   (feet)  ADJUSTED  
 KW1770  ___________________________________________________________________
 KW1770  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KW1770  DYNAMIC HT  -         186.030 (meters)     610.33  (feet)  COMP
 KW1770  MODELED GRAV-     980,145.6   (mgal)                       NAVD 88
 KW1770
 KW1770  VERT ORDER  -  SECOND    CLASS 0
 KW1770
 KW1770.The horizontal coordinates were scaled from a topographic map and have
 KW1770.an estimated accuracy of +/- 6 seconds.
 KW1770
 KW1770.The orthometric height was determined by differential leveling
 KW1770.and adjusted by the National Geodetic Survey in June 1991..
 KW1770
 KW1770.The geoid height was determined by GEOID03.
 KW1770
 KW1770.The dynamic height is computed by dividing the NAVD 88
 KW1770.geopotential number by the normal gravity value computed on the
 KW1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1770.degrees latitude (g = 980.6199 gals.).
 KW1770
 KW1770.The modeled gravity was interpolated from observed gravity values.
 KW1770
 KW1770;                    North         East    Units  Estimated Accuracy
 KW1770;SPC PA S     -   147,440.      624,410.      MT  (+/- 180 meters Scaled)
 KW1770
 KW1770                          SUPERSEDED SURVEY CONTROL
 KW1770
 KW1770  NGVD 29 (??/??/??)  186.330  (m)          611.32   (f) ADJUSTED    2 0
 KW1770
 KW1770.Superseded values are not recommended for survey control.
 KW1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1770.See file dsdata.txt to determine how the superseded data were derived.
 KW1770
 KW1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL919040(NAD 83)
 KW1770_MARKER: DB = BENCH MARK DISK
 KW1770_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1770_SP_SET: CATCH BASIN
 KW1770_STAMPING: C 310 1966
 KW1770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1770
 KW1770  HISTORY     - Date     Condition        Report By
 KW1770  HISTORY     - 1966     MONUMENTED       CGS
 KW1770
 KW1770                          STATION DESCRIPTION
 KW1770
 KW1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1770'7 MI NE FROM LEWISTOWN.
 KW1770'7.0 MILES NORTHEAST ALONG U.S. HIGHWAY 522 FROM ITS JUNCTION WITH
 KW1770'U.S. HIGHWAY 322 BY-PASS AT THE NORTHEAST EDGE OF LEWISTOWN, SET
 KW1770'IN THE TOP OF THE BACKWALL OF A CATCHBASIN, 120 FEET SOUTHEAST OF
 KW1770'POLE NO 125-250, 72 FEET SOUTHWEST OF POLE NO 251- A-35, 19
 KW1770'FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 0.6 FOOT EAST OF THE
 KW1770'WEST END OF BASIN AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE
 KW1770'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2256 ***********************************************************************
 KW2256  DESIGNATION -  C 311 PADH
 KW2256  PID         -  KW2256
 KW2256  STATE/COUNTY-  PA/MIFFLIN
 KW2256  USGS QUAD   -  NEWTON HAMILTON (1971)
 KW2256
 KW2256                         *CURRENT SURVEY CONTROL
 KW2256  ___________________________________________________________________
 KW2256* NAD 83(1986)-  40 28 40.     (N)    077 46 35.     (W)     SCALED    
 KW2256* NAVD 88     -       184.585  (meters)     605.59   (feet)  ADJUSTED  
 KW2256  ___________________________________________________________________
 KW2256  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KW2256  DYNAMIC HT  -         184.492 (meters)     605.29  (feet)  COMP
 KW2256  MODELED GRAV-     980,114.8   (mgal)                       NAVD 88
 KW2256
 KW2256  VERT ORDER  -  SECOND    CLASS 0
 KW2256
 KW2256.The horizontal coordinates were scaled from a topographic map and have
 KW2256.an estimated accuracy of +/- 6 seconds.
 KW2256
 KW2256.The orthometric height was determined by differential leveling
 KW2256.and adjusted by the National Geodetic Survey in June 1991..
 KW2256
 KW2256.The geoid height was determined by GEOID03.
 KW2256
 KW2256.The dynamic height is computed by dividing the NAVD 88
 KW2256.geopotential number by the normal gravity value computed on the
 KW2256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2256.degrees latitude (g = 980.6199 gals.).
 KW2256
 KW2256.The modeled gravity was interpolated from observed gravity values.
 KW2256
 KW2256;                    North         East    Units  Estimated Accuracy
 KW2256;SPC PA S     -   127,070.      597,760.      MT  (+/- 180 meters Scaled)
 KW2256
 KW2256                          SUPERSEDED SURVEY CONTROL
 KW2256
 KW2256  NGVD 29 (??/??/??)  184.785  (m)          606.25   (f) ADJUSTED    2 0
 KW2256
 KW2256.Superseded values are not recommended for survey control.
 KW2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2256.See file dsdata.txt to determine how the superseded data were derived.
 KW2256
 KW2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK646844(NAD 83)
 KW2256_MARKER: DD = SURVEY DISK
 KW2256_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2256_SP_SET: BRIDGE
 KW2256_STAMPING: C 311 1966
 KW2256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2256
 KW2256  HISTORY     - Date     Condition        Report By
 KW2256  HISTORY     - 1966     MONUMENTED       PADH
 KW2256  HISTORY     - 1967     GOOD             CGS
 KW2256
 KW2256                          STATION DESCRIPTION
 KW2256
 KW2256'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KW2256'2.5 MI SW FROM MC VEYTOWN.
 KW2256'2.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 22 AND 522 FROM THE
 KW2256'POST OFFICE IN MC VEYTOWN, SET IN THE TOP OF THE SOUTHWEST
 KW2256'WINGWALL OF A BRIDGE, 18 FEET SOUTHEAST OF THE CENTERLINE OF
 KW2256'HIGHWAY AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0241 ***********************************************************************
 KX0241  DESIGNATION -  C 312
 KX0241  PID         -  KX0241
 KX0241  STATE/COUNTY-  PA/BLAIR
 KX0241  USGS QUAD   -  SPRUCE CREEK (1977)
 KX0241
 KX0241                         *CURRENT SURVEY CONTROL
 KX0241  ___________________________________________________________________
 KX0241* NAD 83(1986)-  40 30 25.     (N)    078 13 19.     (W)     SCALED    
 KX0241* NAVD 88     -       351.969  (meters)    1154.75   (feet)  ADJUSTED  
 KX0241  ___________________________________________________________________
 KX0241  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KX0241  DYNAMIC HT  -         351.785 (meters)    1154.15  (feet)  COMP
 KX0241  MODELED GRAV-     980,093.0   (mgal)                       NAVD 88
 KX0241
 KX0241  VERT ORDER  -  SECOND    CLASS 0
 KX0241
 KX0241.The horizontal coordinates were scaled from a topographic map and have
 KX0241.an estimated accuracy of +/- 6 seconds.
 KX0241
 KX0241.The orthometric height was determined by differential leveling
 KX0241.and adjusted by the National Geodetic Survey in June 1991..
 KX0241
 KX0241.The geoid height was determined by GEOID03.
 KX0241
 KX0241.The dynamic height is computed by dividing the NAVD 88
 KX0241.geopotential number by the normal gravity value computed on the
 KX0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0241.degrees latitude (g = 980.6199 gals.).
 KX0241
 KX0241.The modeled gravity was interpolated from observed gravity values.
 KX0241
 KX0241;                    North         East    Units  Estimated Accuracy
 KX0241;SPC PA S     -   130,420.      560,000.      MT  (+/- 180 meters Scaled)
 KX0241
 KX0241                          SUPERSEDED SURVEY CONTROL
 KX0241
 KX0241  NGVD 29 (??/??/92)  352.152  (m)         1155.35   (f) ADJ UNCH    2 0
 KX0241
 KX0241.Superseded values are not recommended for survey control.
 KX0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0241.See file dsdata.txt to determine how the superseded data were derived.
 KX0241
 KX0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE353877(NAD 83)
 KX0241_MARKER: DB = BENCH MARK DISK
 KX0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0241_STAMPING: C 312 1966
 KX0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0241+STABILITY: SURFACE MOTION
 KX0241
 KX0241  HISTORY     - Date     Condition        Report By
 KX0241  HISTORY     - 1966     MONUMENTED       CGS
 KX0241  HISTORY     - 1967     GOOD             NGS
 KX0241
 KX0241                          STATION DESCRIPTION
 KX0241
 KX0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0241'9.1 MI SE FROM FRANKSTOWN.
 KX0241'ABOUT 9.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 22 FROM ITS JUNCTION
 KX0241'WITH FRANKSTOWN ROAD IN FRANKSTOWN, SET IN THE TOP OF A CONCRETE
 KX0241'POST PROJECTING 2-INCHES, 21.5 FEET NORTHWEST OF THE CENTERLINE
 KX0241'OF HIGHWAY, 3.0 FEET SOUTHEAST OF A WIRE FENCE, 2 FEET SOUTHEAST
 KX0241'OF TELEPHONE POLE NO 142, 1.5 FEET WEST OF A METAL WITNESS SIGN
 KX0241'AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0390 ***********************************************************************
 KX0390  DESIGNATION -  C 313
 KX0390  PID         -  KX0390
 KX0390  STATE/COUNTY-  PA/BLAIR
 KX0390  USGS QUAD   -  ROARING SPRING (1987)
 KX0390
 KX0390                         *CURRENT SURVEY CONTROL
 KX0390  ___________________________________________________________________
 KX0390* NAD 83(1986)-  40 20 40.     (N)    078 25 55.     (W)     SCALED    
 KX0390* NAVD 88     -       318.632  (meters)    1045.38   (feet)  ADJUSTED  
 KX0390  ___________________________________________________________________
 KX0390  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KX0390  DYNAMIC HT  -         318.459 (meters)    1044.81  (feet)  COMP
 KX0390  MODELED GRAV-     980,076.0   (mgal)                       NAVD 88
 KX0390
 KX0390  VERT ORDER  -  SECOND    CLASS 0
 KX0390
 KX0390.The horizontal coordinates were scaled from a topographic map and have
 KX0390.an estimated accuracy of +/- 6 seconds.
 KX0390
 KX0390.The orthometric height was determined by differential leveling
 KX0390.and adjusted by the National Geodetic Survey in June 1991..
 KX0390
 KX0390.The geoid height was determined by GEOID03.
 KX0390
 KX0390.The dynamic height is computed by dividing the NAVD 88
 KX0390.geopotential number by the normal gravity value computed on the
 KX0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0390.degrees latitude (g = 980.6199 gals.).
 KX0390
 KX0390.The modeled gravity was interpolated from observed gravity values.
 KX0390
 KX0390;                    North         East    Units  Estimated Accuracy
 KX0390;SPC PA S     -   112,490.      542,060.      MT  (+/- 180 meters Scaled)
 KX0390
 KX0390                          SUPERSEDED SURVEY CONTROL
 KX0390
 KX0390  NGVD 29 (??/??/92)  318.784  (m)         1045.88   (f) ADJ UNCH    2 0
 KX0390
 KX0390.Superseded values are not recommended for survey control.
 KX0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0390.See file dsdata.txt to determine how the superseded data were derived.
 KX0390
 KX0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE181691(NAD 83)
 KX0390_MARKER: DD = SURVEY DISK
 KX0390_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0390_SP_SET: BRIDGE
 KX0390_STAMPING: C 313 1967
 KX0390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0390
 KX0390  HISTORY     - Date     Condition        Report By
 KX0390  HISTORY     - 1967     MONUMENTED       PADT
 KX0390  HISTORY     - 1967     GOOD             NGS
 KX0390
 KX0390                          STATION DESCRIPTION
 KX0390
 KX0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0390'3.4 MI S FROM NEWRY.
 KX0390'3.4 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE,
 KX0390'SET IN THE TOP OF THE SOUTHEAST WINGWALL OF A BRIDGE, 21.0 FEET
 KX0390'SOUTHEAST OF THE CENTERLINE OF HIGHWAY AND ABOUT LEVEL WITH
 KX0390'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0626 ***********************************************************************
 KX0626  DESIGNATION -  C 314
 KX0626  PID         -  KX0626
 KX0626  STATE/COUNTY-  PA/BEDFORD
 KX0626  USGS QUAD   -  BEDFORD (1987)
 KX0626
 KX0626                         *CURRENT SURVEY CONTROL
 KX0626  ___________________________________________________________________
 KX0626* NAD 83(1986)-  40 02 08.     (N)    078 30 21.     (W)     SCALED    
 KX0626* NAVD 88     -       337.882  (meters)    1108.53   (feet)  ADJUSTED  
 KX0626  ___________________________________________________________________
 KX0626  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KX0626  DYNAMIC HT  -         337.692 (meters)    1107.91  (feet)  COMP
 KX0626  MODELED GRAV-     980,053.8   (mgal)                       NAVD 88
 KX0626
 KX0626  VERT ORDER  -  SECOND    CLASS 0
 KX0626
 KX0626.The horizontal coordinates were scaled from a topographic map and have
 KX0626.an estimated accuracy of +/- 6 seconds.
 KX0626
 KX0626.The orthometric height was determined by differential leveling
 KX0626.and adjusted by the National Geodetic Survey in June 1991..
 KX0626
 KX0626.The geoid height was determined by GEOID03.
 KX0626
 KX0626.The dynamic height is computed by dividing the NAVD 88
 KX0626.geopotential number by the normal gravity value computed on the
 KX0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0626.degrees latitude (g = 980.6199 gals.).
 KX0626
 KX0626.The modeled gravity was interpolated from observed gravity values.
 KX0626
 KX0626;                    North         East    Units  Estimated Accuracy
 KX0626;SPC PA S     -    78,250.      535,490.      MT  (+/- 180 meters Scaled)
 KX0626
 KX0626                          SUPERSEDED SURVEY CONTROL
 KX0626
 KX0626  NGVD 29 (??/??/92)  338.042  (m)         1109.06   (f) ADJ UNCH    2 0
 KX0626
 KX0626.Superseded values are not recommended for survey control.
 KX0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0626.See file dsdata.txt to determine how the superseded data were derived.
 KX0626
 KX0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE128346(NAD 83)
 KX0626_MARKER: DB = BENCH MARK DISK
 KX0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0626_STAMPING: C 314 1967
 KX0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0626+STABILITY: SURFACE MOTION
 KX0626
 KX0626  HISTORY     - Date     Condition        Report By
 KX0626  HISTORY     - 1967     MONUMENTED       CGS
 KX0626
 KX0626                          STATION DESCRIPTION
 KX0626
 KX0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0626'1.3 MI N FROM BEDFORD.
 KX0626'ABOUT 1.3 MILES NORTH ALONG U.S. HIGHWAY 220 FROM THE JUNCTION
 KX0626'OF U.S. HIGHWAY 220 AND 30 (PITT STREET), SET IN THE TOP OF
 KX0626'A CONCRETE POST WHICH PROJECTS 8 INCHES ABOVE THE GROUND, 31.0
 KX0626'FEET NORTHEAST OF A ROAD LEADING TO THE ELKS CLUB, 23.0 FEET
 KX0626'EAST OF THE CENTERLINE OF HIGHWAY, 23.0 FEET SOUTH OF POWERLINE
 KX0626'POLE KB-11, 10.0 FEET NORTH OF A 12-INCH OAK TREE, 2.5 FEET
 KX0626'WEST OF A WITNESS POST AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0543 ***********************************************************************
 KX0543  DESIGNATION -  C 315
 KX0543  PID         -  KX0543
 KX0543  STATE/COUNTY-  PA/CAMBRIA
 KX0543  USGS QUAD   -  EBENSBURG (1994)
 KX0543
 KX0543                         *CURRENT SURVEY CONTROL
 KX0543  ___________________________________________________________________
 KX0543* NAD 83(1986)-  40 28 17.     (N)    078 41 16.     (W)     SCALED    
 KX0543* NAVD 88     -       605.139  (meters)    1985.36   (feet)  ADJUSTED  
 KX0543  ___________________________________________________________________
 KX0543  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KX0543  DYNAMIC HT  -         604.805 (meters)    1984.26  (feet)  COMP
 KX0543  MODELED GRAV-     980,053.6   (mgal)                       NAVD 88
 KX0543
 KX0543  VERT ORDER  -  SECOND    CLASS 0
 KX0543
 KX0543.The horizontal coordinates were scaled from a topographic map and have
 KX0543.an estimated accuracy of +/- 6 seconds.
 KX0543
 KX0543.The orthometric height was determined by differential leveling
 KX0543.and adjusted by the National Geodetic Survey in June 1991..
 KX0543
 KX0543.The geoid height was determined by GEOID03.
 KX0543
 KX0543.The dynamic height is computed by dividing the NAVD 88
 KX0543.geopotential number by the normal gravity value computed on the
 KX0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0543.degrees latitude (g = 980.6199 gals.).
 KX0543
 KX0543.The modeled gravity was interpolated from observed gravity values.
 KX0543
 KX0543;                    North         East    Units  Estimated Accuracy
 KX0543;SPC PA S     -   126,790.      520,480.      MT  (+/- 180 meters Scaled)
 KX0543
 KX0543                          SUPERSEDED SURVEY CONTROL
 KX0543
 KX0543  NGVD 29 (??/??/92)  605.286  (m)         1985.84   (f) ADJ UNCH    2 0
 KX0543
 KX0543.Superseded values are not recommended for survey control.
 KX0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0543.See file dsdata.txt to determine how the superseded data were derived.
 KX0543
 KX0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE960826(NAD 83)
 KX0543_MARKER: DB = BENCH MARK DISK
 KX0543_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0543_SP_SET: CATCH BASIN
 KX0543_STAMPING: C 315 1967
 KX0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0543_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KX0543+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2001
 KX0543
 KX0543  HISTORY     - Date     Condition        Report By
 KX0543  HISTORY     - 1967     MONUMENTED       CGS
 KX0543  HISTORY     - 20010403 GOOD             PADT
 KX0543  HISTORY     - 20030804 POOR             PADT
 KX0543
 KX0543                          STATION DESCRIPTION
 KX0543
 KX0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0543'2.4 MI E FROM EBENSBURG.
 KX0543'ABOUT 1.4 MILES EAST ALONG U.S. HIGHWAY 22 FROM ITS JUNCTION
 KX0543'WITH U.S. HIGHWAY 422, WHICH IS ABOUT 1.0 MILE EAST OF
 KX0543'EBENSBURG, SET IN THE TOP OF THE NORTH END OF THE BACKWALL
 KX0543'OF A CATCHBASIN, 5.6 MILES WEST OF CRESSON, 40 FEET NORTHEAST
 KX0543'OF THE CENTERLINE OF HIGHWAY, 14 FEET SOUTHEAST OF THE APPROXIMATE
 KX0543'CENTER OF A DIRT ROAD, AND IS ABOUT LEVEL WITH THE HIGHWAY.
 KX0543
 KX0543                          STATION RECOVERY (2001)
 KX0543
 KX0543'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DGE)
 KX0543'RECOVERED IN GOOD CONDITION.
 KX0543
 KX0543                          STATION RECOVERY (2003)
 KX0543
 KX0543'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (LMS)
 KX0543'LEVEL RUN BY PENNDOT FROM Z 315 (KX0547) TO C 315 (KX0543) SHOWED A
 KX0543'DISCREPANCY OF -0.045M.  Z 315 WAS DETERMINED TO BE GOOD BY A LEVEL
 KX0543'CHECK INTO F 315 (KX0788).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0583 ***********************************************************************
 KX0583  DESIGNATION -  C 316
 KX0583  PID         -  KX0583
 KX0583  STATE/COUNTY-  PA/SOMERSET
 KX0583  USGS QUAD   -  HOOVERSVILLE (1994)
 KX0583
 KX0583                         *CURRENT SURVEY CONTROL
 KX0583  ___________________________________________________________________
 KX0583* NAD 83(1986)-  40 12 02.     (N)    078 56 14.     (W)     SCALED    
 KX0583* NAVD 88     -       471.634  (meters)    1547.35   (feet)  ADJUSTED  
 KX0583  ___________________________________________________________________
 KX0583  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KX0583  DYNAMIC HT  -         471.367 (meters)    1546.48  (feet)  COMP
 KX0583  MODELED GRAV-     980,044.5   (mgal)                       NAVD 88
 KX0583
 KX0583  VERT ORDER  -  SECOND    CLASS 0
 KX0583
 KX0583.The horizontal coordinates were scaled from a topographic map and have
 KX0583.an estimated accuracy of +/- 6 seconds.
 KX0583
 KX0583.The orthometric height was determined by differential leveling
 KX0583.and adjusted by the National Geodetic Survey in June 1991..
 KX0583
 KX0583.The geoid height was determined by GEOID03.
 KX0583
 KX0583.The dynamic height is computed by dividing the NAVD 88
 KX0583.geopotential number by the normal gravity value computed on the
 KX0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0583.degrees latitude (g = 980.6199 gals.).
 KX0583
 KX0583.The modeled gravity was interpolated from observed gravity values.
 KX0583
 KX0583;                    North         East    Units  Estimated Accuracy
 KX0583;SPC PA S     -    96,970.      498,920.      MT  (+/- 180 meters Scaled)
 KX0583
 KX0583                          SUPERSEDED SURVEY CONTROL
 KX0583
 KX0583  NGVD 29 (??/??/92)  471.781  (m)         1547.83   (f) ADJ UNCH    2 0
 KX0583
 KX0583.Superseded values are not recommended for survey control.
 KX0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0583.See file dsdata.txt to determine how the superseded data were derived.
 KX0583
 KX0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE755520(NAD 83)
 KX0583_MARKER: DB = BENCH MARK DISK
 KX0583_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0583_SP_SET: BRIDGE
 KX0583_STAMPING: C 316 1967
 KX0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0583
 KX0583  HISTORY     - Date     Condition        Report By
 KX0583  HISTORY     - 1967     MONUMENTED       CGS
 KX0583
 KX0583                          STATION DESCRIPTION
 KX0583
 KX0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0583'0.9 MI SW FROM HOLSOPPLE.
 KX0583'ABOUT 0.9 MILE SOUTHWEST ALONG STATE HIGHWAY 601 FROM ITS
 KX0583'JUNCTION WITH STATE HIGHWAY 53 IN HOLSOPPLE, SET IN THE TOP OF A
 KX0583'SOUTHWEST WINGWALL OF A RAILROAD BRIDGE, 90 FEET EAST OF THE
 KX0583'CENTERLINE OF HIGHWAY AND IS ABOUT 5 FEET ABOVE THE LEVEL OF THE
 KX0583'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0768 ***********************************************************************
 KX0768  DESIGNATION -  C 317
 KX0768  PID         -  KX0768
 KX0768  STATE/COUNTY-  PA/CAMBRIA
 KX0768  USGS QUAD   -  BARNESBORO (1984)
 KX0768
 KX0768                         *CURRENT SURVEY CONTROL
 KX0768  ___________________________________________________________________
 KX0768* NAD 83(1986)-  40 39 18.     (N)    078 46 55.     (W)     SCALED    
 KX0768* NAVD 88     -       445.433  (meters)    1461.39   (feet)  ADJUSTED  
 KX0768  ___________________________________________________________________
 KX0768  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KX0768  DYNAMIC HT  -         445.191 (meters)    1460.60  (feet)  COMP
 KX0768  MODELED GRAV-     980,068.5   (mgal)                       NAVD 88
 KX0768
 KX0768  VERT ORDER  -  SECOND    CLASS 0
 KX0768
 KX0768.The horizontal coordinates were scaled from a topographic map and have
 KX0768.an estimated accuracy of +/- 6 seconds.
 KX0768
 KX0768.The orthometric height was determined by differential leveling
 KX0768.and adjusted by the National Geodetic Survey in June 1991..
 KX0768
 KX0768.The geoid height was determined by GEOID03.
 KX0768
 KX0768.The dynamic height is computed by dividing the NAVD 88
 KX0768.geopotential number by the normal gravity value computed on the
 KX0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0768.degrees latitude (g = 980.6199 gals.).
 KX0768
 KX0768.The modeled gravity was interpolated from observed gravity values.
 KX0768
 KX0768;                    North         East    Units  Estimated Accuracy
 KX0768;SPC PA S     -   147,260.      512,730.      MT  (+/- 180 meters Scaled)
 KX0768
 KX0768                          SUPERSEDED SURVEY CONTROL
 KX0768
 KX0768  NGVD 29 (??/??/92)  445.592  (m)         1461.91   (f) ADJ UNCH    2 0
 KX0768
 KX0768.Superseded values are not recommended for survey control.
 KX0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0768.See file dsdata.txt to determine how the superseded data were derived.
 KX0768
 KX0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF875028(NAD 83)
 KX0768_MARKER: DB = BENCH MARK DISK
 KX0768_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0768_SP_SET: FOUNDATION
 KX0768_STAMPING: C 317 1967
 KX0768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0768
 KX0768  HISTORY     - Date     Condition        Report By
 KX0768  HISTORY     - 1967     MONUMENTED       CGS
 KX0768
 KX0768                          STATION DESCRIPTION
 KX0768
 KX0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0768'1 MI N FROM SPANGLER.
 KX0768'1.05 MILES NORTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE AT
 KX0768'SPANGLER, SET IN THE NORTHEAST CORNER OF A FOUNDATION, 78.0
 KX0768'FEET SOUTHWEST OF A POWERLINE POLE WITH 3 TRANSFORMERS, 145.0
 KX0768'FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 219, 5.7 FEET
 KX0768'EAST OF THE EAST RAIL OF THE EAST ONE OF 5 TRACKS AND 1.0 FOOT
 KX0768'ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0738 ***********************************************************************
 KX0738  DESIGNATION -  C 318
 KX0738  PID         -  KX0738
 KX0738  STATE/COUNTY-  PA/JEFFERSON
 KX0738  USGS QUAD   -  MC GEES MILLS (1994)
 KX0738
 KX0738                         *CURRENT SURVEY CONTROL
 KX0738  ___________________________________________________________________
 KX0738* NAD 83(1986)-  40 57 46.     (N)    078 51 04.     (W)     SCALED    
 KX0738* NAVD 88     -       403.194  (meters)    1322.81   (feet)  ADJUSTED  
 KX0738  ___________________________________________________________________
 KX0738  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KX0738  DYNAMIC HT  -         402.992 (meters)    1322.15  (feet)  COMP
 KX0738  MODELED GRAV-     980,113.2   (mgal)                       NAVD 88
 KX0738
 KX0738  VERT ORDER  -  SECOND    CLASS 0
 KX0738
 KX0738.The horizontal coordinates were scaled from a topographic map and have
 KX0738.an estimated accuracy of +/- 6 seconds.
 KX0738
 KX0738.The orthometric height was determined by differential leveling
 KX0738.and adjusted by the National Geodetic Survey in June 1991..
 KX0738
 KX0738.The geoid height was determined by GEOID03.
 KX0738
 KX0738.The dynamic height is computed by dividing the NAVD 88
 KX0738.geopotential number by the normal gravity value computed on the
 KX0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0738.degrees latitude (g = 980.6199 gals.).
 KX0738
 KX0738.The modeled gravity was interpolated from observed gravity values.
 KX0738
 KX0738;                    North         East    Units  Estimated Accuracy
 KX0738;SPC PA N     -    89,000.      507,310.      MT  (+/- 180 meters Scaled)
 KX0738
 KX0738                          SUPERSEDED SURVEY CONTROL
 KX0738
 KX0738  NGVD 29 (??/??/92)  403.341  (m)         1323.29   (f) ADJ UNCH    2 0
 KX0738
 KX0738.Superseded values are not recommended for survey control.
 KX0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0738.See file dsdata.txt to determine how the superseded data were derived.
 KX0738
 KX0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF808368(NAD 83)
 KX0738_MARKER: DD = SURVEY DISK
 KX0738_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0738_SP_SET: BRIDGE
 KX0738_STAMPING: C 318 1967
 KX0738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0738
 KX0738  HISTORY     - Date     Condition        Report By
 KX0738  HISTORY     - 1967     MONUMENTED       PADT
 KX0738  HISTORY     - 1967     GOOD             NGS
 KX0738
 KX0738                          STATION DESCRIPTION
 KX0738
 KX0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0738'10.3 MI NW FROM MC GEES MILLS.
 KX0738'5.0 MILES NORTHWEST ALONG STATE HIGHWAY 36 FROM ITS JUNCTION WITH
 KX0738'U.S. HIGHWAY 219 IN MC GEES MILLS TO A ASPHALT ROAD NORTH, THENCE
 KX0738'NORTH 5.3 MILES, 13.6 FEET SOUTHEAST OF THE CENTERLINE OF
 KX0738'HIGHWAY, SET IN THE TOP OF A SOUTHEAST WINGWALL OF A BRIDGE
 KX0738'AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0806 ***********************************************************************
 KX0806  DESIGNATION -  C 319
 KX0806  PID         -  KX0806
 KX0806  STATE/COUNTY-  PA/INDIANA
 KX0806  USGS QUAD   -  STRONGSTOWN (1977)
 KX0806
 KX0806                         *CURRENT SURVEY CONTROL
 KX0806  ___________________________________________________________________
 KX0806* NAD 83(1986)-  40 33 30.     (N)    078 56 15.     (W)     SCALED    
 KX0806* NAVD 88     -       512.486  (meters)    1681.38   (feet)  ADJUSTED  
 KX0806  ___________________________________________________________________
 KX0806  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KX0806  DYNAMIC HT  -         512.204 (meters)    1680.46  (feet)  COMP
 KX0806  MODELED GRAV-     980,058.3   (mgal)                       NAVD 88
 KX0806
 KX0806  VERT ORDER  -  SECOND    CLASS 0
 KX0806
 KX0806.The horizontal coordinates were scaled from a topographic map and have
 KX0806.an estimated accuracy of +/- 6 seconds.
 KX0806
 KX0806.The orthometric height was determined by differential leveling
 KX0806.and adjusted by the National Geodetic Survey in June 1991..
 KX0806
 KX0806.The geoid height was determined by GEOID03.
 KX0806
 KX0806.The dynamic height is computed by dividing the NAVD 88
 KX0806.geopotential number by the normal gravity value computed on the
 KX0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0806.degrees latitude (g = 980.6199 gals.).
 KX0806
 KX0806.The modeled gravity was interpolated from observed gravity values.
 KX0806
 KX0806;                    North         East    Units  Estimated Accuracy
 KX0806;SPC PA S     -   136,700.      499,430.      MT  (+/- 180 meters Scaled)
 KX0806
 KX0806                          SUPERSEDED SURVEY CONTROL
 KX0806
 KX0806  NGVD 29 (??/??/92)  512.648  (m)         1681.91   (f) ADJ UNCH    2 0
 KX0806
 KX0806.Superseded values are not recommended for survey control.
 KX0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0806.See file dsdata.txt to determine how the superseded data were derived.
 KX0806
 KX0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE746917(NAD 83)
 KX0806_MARKER: DD = SURVEY DISK
 KX0806_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0806_SP_SET: CULVERT
 KX0806_STAMPING: C 319 1967
 KX0806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0806
 KX0806  HISTORY     - Date     Condition        Report By
 KX0806  HISTORY     - 1967     MONUMENTED       PADT
 KX0806  HISTORY     - 1967     GOOD             NGS
 KX0806
 KX0806                          STATION DESCRIPTION
 KX0806
 KX0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0806'1 MI W FROM STRONGSTOWN.
 KX0806'1.0 MILE WEST ALONG U.S. HIGHWAY 422 FROM ITS JUNCTION WITH
 KX0806'STATE HIGHWAY 403 IN STRONGSTOWN, SET IN THE TOP OF THE SOUTHEAST
 KX0806'WINGWALL OF A ARCHED CULVERT, 42 FEET SOUTHWEST OF THE CENTERLINE
 KX0806'OF HIGHWAY, AND IS ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0540 ***********************************************************************
 LZ0540  DESIGNATION -  C 32
 LZ0540  PID         -  LZ0540
 LZ0540  STATE/COUNTY-  PA/BRADFORD
 LZ0540  USGS QUAD   -  GLEASON (1986)
 LZ0540
 LZ0540                         *CURRENT SURVEY CONTROL
 LZ0540  ___________________________________________________________________
 LZ0540* NAD 83(1986)-  41 40 18.     (N)    076 52 55.     (W)     SCALED    
 LZ0540* NAVD 88     -       591.712  (meters)    1941.31   (feet)  ADJUSTED  
 LZ0540  ___________________________________________________________________
 LZ0540  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 LZ0540  DYNAMIC HT  -         591.447 (meters)    1940.44  (feet)  COMP
 LZ0540  MODELED GRAV-     980,156.3   (mgal)                       NAVD 88
 LZ0540
 LZ0540  VERT ORDER  -  SECOND    CLASS 0
 LZ0540
 LZ0540.The horizontal coordinates were scaled from a topographic map and have
 LZ0540.an estimated accuracy of +/- 6 seconds.
 LZ0540
 LZ0540.The orthometric height was determined by differential leveling
 LZ0540.and adjusted by the National Geodetic Survey in June 1991..
 LZ0540
 LZ0540.The geoid height was determined by GEOID03.
 LZ0540
 LZ0540.The dynamic height is computed by dividing the NAVD 88
 LZ0540.geopotential number by the normal gravity value computed on the
 LZ0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0540.degrees latitude (g = 980.6199 gals.).
 LZ0540
 LZ0540.The modeled gravity was interpolated from observed gravity values.
 LZ0540
 LZ0540;                    North         East    Units  Estimated Accuracy
 LZ0540;SPC PA N     -   167,500.      672,280.      MT  (+/- 180 meters Scaled)
 LZ0540
 LZ0540                          SUPERSEDED SURVEY CONTROL
 LZ0540
 LZ0540  NGVD 29 (??/??/92)  591.858  (m)         1941.79   (f) ADJ UNCH    2 0
 LZ0540
 LZ0540.Superseded values are not recommended for survey control.
 LZ0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0540.See file dsdata.txt to determine how the superseded data were derived.
 LZ0540
 LZ0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM433150(NAD 83)
 LZ0540_MARKER: DB = BENCH MARK DISK
 LZ0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0540_STAMPING: C 32 1934
 LZ0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0540+STABILITY: SURFACE MOTION
 LZ0540
 LZ0540  HISTORY     - Date     Condition        Report By
 LZ0540  HISTORY     - 1934     MONUMENTED       CGS
 LZ0540  HISTORY     - 1937     GOOD             NGS
 LZ0540
 LZ0540                          STATION DESCRIPTION
 LZ0540
 LZ0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0540'1.5 MI W FROM CANTON.
 LZ0540'1.5 MILES WEST ALONG THE ROAD LEADING TO BLOSSBURG FROM CANTON,
 LZ0540'BRADFORD COUNTY, ABOUT 300 FEET WEST OF HIGHWAY STATION 239+52,
 LZ0540'ON THE EASTERN SLOPE OF A MOUNTAIN, AT THE UPPER END OF AN
 LZ0540'S-CURVE, 39 FEET NORTHWEST OF A 30-FOOT SANDSTONE OUTCROP, 40
 LZ0540'FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 4 FEET LOWER
 LZ0540'THAN THE ROAD.  A STANDARD DISK, STAMPED C 32 1934 AND SET IN
 LZ0540'THE TOP OF A CONCRETE POST.
 LZ0540
 LZ0540                          STATION RECOVERY (1937)
 LZ0540
 LZ0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 LZ0540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0826 ***********************************************************************
 KX0826  DESIGNATION -  C 320
 KX0826  PID         -  KX0826
 KX0826  STATE/COUNTY-  PA/INDIANA
 KX0826  USGS QUAD   -  ELDERTON (1977)
 KX0826
 KX0826                         *CURRENT SURVEY CONTROL
 KX0826  ___________________________________________________________________
 KX0826* NAD 83(1986)-  40 39 43.     (N)    079 15 23.     (W)     SCALED    
 KX0826* NAVD 88     -       308.258  (meters)    1011.34   (feet)  ADJUSTED  
 KX0826  ___________________________________________________________________
 KX0826  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KX0826  DYNAMIC HT  -         308.102 (meters)    1010.83  (feet)  COMP
 KX0826  MODELED GRAV-     980,108.3   (mgal)                       NAVD 88
 KX0826
 KX0826  VERT ORDER  -  SECOND    CLASS 0
 KX0826
 KX0826.The horizontal coordinates were scaled from a topographic map and have
 KX0826.an estimated accuracy of +/- 6 seconds.
 KX0826
 KX0826.The orthometric height was determined by differential leveling
 KX0826.and adjusted by the National Geodetic Survey in June 1991..
 KX0826
 KX0826.The geoid height was determined by GEOID03.
 KX0826
 KX0826.The dynamic height is computed by dividing the NAVD 88
 KX0826.geopotential number by the normal gravity value computed on the
 KX0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0826.degrees latitude (g = 980.6199 gals.).
 KX0826
 KX0826.The modeled gravity was interpolated from observed gravity values.
 KX0826
 KX0826;                    North         East    Units  Estimated Accuracy
 KX0826;SPC PA S     -   148,610.      472,630.      MT  (+/- 180 meters Scaled)
 KX0826
 KX0826                          SUPERSEDED SURVEY CONTROL
 KX0826
 KX0826  NGVD 29 (??/??/92)  308.438  (m)         1011.93   (f) ADJ UNCH    2 0
 KX0826
 KX0826.Superseded values are not recommended for survey control.
 KX0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0826.See file dsdata.txt to determine how the superseded data were derived.
 KX0826
 KX0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF473026(NAD 83)
 KX0826_MARKER: DB = BENCH MARK DISK
 KX0826_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0826_SP_SET: BRIDGE ABUTMENT
 KX0826_STAMPING: C 320 1967
 KX0826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0826
 KX0826  HISTORY     - Date     Condition        Report By
 KX0826  HISTORY     - 1967     MONUMENTED       CGS
 KX0826  HISTORY     - 20050901 POOR             PADT
 KX0826
 KX0826                          STATION DESCRIPTION
 KX0826
 KX0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0826'4.3 MI E FROM SHELOCTA.
 KX0826'2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 422 FROM ITS JUNCTION
 KX0826'WITH STATE HIGHWAY 156 IN SHELOCTA, THENCE, NORTHEAST ALONG A
 KX0826'RAILROAD TRACK 1.6 MILES, SET IN THE TOP OF THE SOUTHWEST
 KX0826'CORNER OF HEADWALL OF A BRIDGE ABUTMENT, 5 FEET SOUTH OF THE SOUTH
 KX0826'RAIL, AND IS ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK.
 KX0826
 KX0826                          STATION RECOVERY (2005)
 KX0826
 KX0826'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 KX0826'NOT ACCESSIBLE DUE TO BRIDGE OVER HANG AND ELECTRIC FENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1637 ***********************************************************************
 KX1637  DESIGNATION -  C 321
 KX1637  PID         -  KX1637
 KX1637  STATE/COUNTY-  PA/BUTLER
 KX1637  USGS QUAD   -  WORTHINGTON (1993)
 KX1637
 KX1637                         *CURRENT SURVEY CONTROL
 KX1637  ___________________________________________________________________
 KX1637* NAD 83(1986)-  40 50 45.     (N)    079 43 24.     (W)     SCALED    
 KX1637* NAVD 88     -       401.629  (meters)    1317.68   (feet)  ADJUSTED  
 KX1637  ___________________________________________________________________
 KX1637  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KX1637  DYNAMIC HT  -         401.427 (meters)    1317.02  (feet)  COMP
 KX1637  MODELED GRAV-     980,108.5   (mgal)                       NAVD 88
 KX1637
 KX1637  VERT ORDER  -  FIRST     CLASS II
 KX1637
 KX1637.The horizontal coordinates were scaled from a topographic map and have
 KX1637.an estimated accuracy of +/- 6 seconds.
 KX1637
 KX1637.The orthometric height was determined by differential leveling
 KX1637.and adjusted by the National Geodetic Survey in June 1991..
 KX1637
 KX1637.The geoid height was determined by GEOID03.
 KX1637
 KX1637.The dynamic height is computed by dividing the NAVD 88
 KX1637.geopotential number by the normal gravity value computed on the
 KX1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1637.degrees latitude (g = 980.6199 gals.).
 KX1637
 KX1637.The modeled gravity was interpolated from observed gravity values.
 KX1637
 KX1637;                    North         East    Units  Estimated Accuracy
 KX1637;SPC PA S     -   169,800.      433,600.      MT  (+/- 180 meters Scaled)
 KX1637
 KX1637                          SUPERSEDED SURVEY CONTROL
 KX1637
 KX1637  NGVD 29 (06/03/92)  401.783  (m)         1318.18   (f) ADJUSTED    1 2
 KX1637
 KX1637.Superseded values are not recommended for survey control.
 KX1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1637.See file dsdata.txt to determine how the superseded data were derived.
 KX1637
 KX1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF076224(NAD 83)
 KX1637_MARKER: DB = BENCH MARK DISK
 KX1637_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1637_SP_SET: CATCH BASIN
 KX1637_STAMPING: C 321 1967
 KX1637_MARK LOGO: CGS   
 KX1637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1637
 KX1637  HISTORY     - Date     Condition        Report By
 KX1637  HISTORY     - 1967     MONUMENTED       CGS
 KX1637  HISTORY     - 1983     GOOD             NGS
 KX1637
 KX1637                          STATION DESCRIPTION
 KX1637
 KX1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX1637'5 MI W FROM WORTHINGTON.
 KX1637'4.95 MILES WEST ALONG U.S. HIGHWAY 422 FROM ITS JUNCTION WITH
 KX1637'STATE HIGHWAY 228, SET IN THE TOP OF THE APPROX CENTER OF A
 KX1637'CATCH BASIN, 24 FEET NORTH OF CENTERLINE OF WESTBOUND LANE OF
 KX1637'HIGHWAY, 15 FEET EAST OF SIDE ROAD WHICH GOES NORTH AND SOUTH,
 KX1637'AND IS ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY.
 KX1637
 KX1637                          STATION RECOVERY (1983)
 KX1637
 KX1637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0158 ***********************************************************************
 KY0158  DESIGNATION -  C 322
 KY0158  PID         -  KY0158
 KY0158  STATE/COUNTY-  PA/BUTLER
 KY0158  USGS QUAD   -  PROSPECT (1977)
 KY0158
 KY0158                         *CURRENT SURVEY CONTROL
 KY0158  ___________________________________________________________________
 KY0158* NAD 83(1986)-  40 56 13.     (N)    080 06 22.     (W)     SCALED    
 KY0158* NAVD 88     -       358.469  (meters)    1176.08   (feet)  ADJUSTED  
 KY0158  ___________________________________________________________________
 KY0158  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KY0158  DYNAMIC HT  -         358.291 (meters)    1175.49  (feet)  COMP
 KY0158  MODELED GRAV-     980,117.2   (mgal)                       NAVD 88
 KY0158
 KY0158  VERT ORDER  -  SECOND    CLASS 0
 KY0158
 KY0158.The horizontal coordinates were scaled from a topographic map and have
 KY0158.an estimated accuracy of +/- 6 seconds.
 KY0158
 KY0158.The orthometric height was determined by differential leveling
 KY0158.and adjusted by the National Geodetic Survey in June 1991..
 KY0158
 KY0158.The geoid height was determined by GEOID03.
 KY0158
 KY0158.The dynamic height is computed by dividing the NAVD 88
 KY0158.geopotential number by the normal gravity value computed on the
 KY0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0158.degrees latitude (g = 980.6199 gals.).
 KY0158
 KY0158.The modeled gravity was interpolated from observed gravity values.
 KY0158
 KY0158;                    North         East    Units  Estimated Accuracy
 KY0158;SPC PA S     -   180,710.      401,600.      MT  (+/- 180 meters Scaled)
 KY0158
 KY0158                          SUPERSEDED SURVEY CONTROL
 KY0158
 KY0158  NGVD 29 (??/??/92)  358.600  (m)         1176.51   (f) ADJ UNCH    2 0
 KY0158
 KY0158.Superseded values are not recommended for survey control.
 KY0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0158.See file dsdata.txt to determine how the superseded data were derived.
 KY0158
 KY0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF752321(NAD 83)
 KY0158_MARKER: DD = SURVEY DISK
 KY0158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0158_SP_SET: CULVERT
 KY0158_STAMPING: C 322 1967
 KY0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0158
 KY0158  HISTORY     - Date     Condition        Report By
 KY0158  HISTORY     - 1967     MONUMENTED       PADT
 KY0158  HISTORY     - 1967     GOOD             NGS
 KY0158  HISTORY     - 19990624 MARK NOT FOUND   PADT
 KY0158
 KY0158                          STATION DESCRIPTION
 KY0158
 KY0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KY0158'7.3 MI W FROM MT CHESTNUT.
 KY0158'ABOUT 7.3 MILES WEST ALONG U.S. HIGHWAY 422 FROM THE MAIN
 KY0158'CROSSROAD IN MT CHESTNUT, SET IN THE TOP OF THE SOUTHWEST
 KY0158'WINGWAL OF A BOX CULVERT, 30 FEET SOUTHWEST OF THE APPROXIMATE
 KY0158'CENTER OF HIGHWAY, AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE
 KY0158'HIGHWAY.  ABOUT 2.5 MILES EAST OF INTERSTATE HIGHWAY 79.
 KY0158
 KY0158                          STATION RECOVERY (1999)
 KY0158
 KY0158'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (AMG)
 KY0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1388 ***********************************************************************
 MA1388  DESIGNATION -  C 323
 MA1388  PID         -  MA1388
 MA1388  STATE/COUNTY-  PA/CLARION
 MA1388  USGS QUAD   -  KOSSUTH (1972)
 MA1388
 MA1388                         *CURRENT SURVEY CONTROL
 MA1388  ___________________________________________________________________
 MA1388* NAD 83(1986)-  41 17 39.     (N)    079 35 35.     (W)     SCALED    
 MA1388* NAVD 88     -       476.965  (meters)    1564.84   (feet)  ADJUSTED  
 MA1388  ___________________________________________________________________
 MA1388  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 MA1388  DYNAMIC HT  -         476.744 (meters)    1564.12  (feet)  COMP
 MA1388  MODELED GRAV-     980,145.3   (mgal)                       NAVD 88
 MA1388
 MA1388  VERT ORDER  -  SECOND    CLASS 0
 MA1388
 MA1388.The horizontal coordinates were scaled from a topographic map and have
 MA1388.an estimated accuracy of +/- 6 seconds.
 MA1388
 MA1388.The orthometric height was determined by differential leveling
 MA1388.and adjusted by the National Geodetic Survey in June 1991..
 MA1388
 MA1388.The geoid height was determined by GEOID03.
 MA1388
 MA1388.The dynamic height is computed by dividing the NAVD 88
 MA1388.geopotential number by the normal gravity value computed on the
 MA1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1388.degrees latitude (g = 980.6199 gals.).
 MA1388
 MA1388.The modeled gravity was interpolated from observed gravity values.
 MA1388
 MA1388;                    North         East    Units  Estimated Accuracy
 MA1388;SPC PA N     -   126,860.      445,640.      MT  (+/- 180 meters Scaled)
 MA1388
 MA1388                          SUPERSEDED SURVEY CONTROL
 MA1388
 MA1388  NGVD 29 (??/??/92)  477.125  (m)         1565.37   (f) ADJ UNCH    2 0
 MA1388
 MA1388.Superseded values are not recommended for survey control.
 MA1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1388.See file dsdata.txt to determine how the superseded data were derived.
 MA1388
 MA1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF178723(NAD 83)
 MA1388_MARKER: DB = BENCH MARK DISK
 MA1388_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1388_SP_SET: CATCH BASIN
 MA1388_STAMPING: C 323 1967
 MA1388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1388
 MA1388  HISTORY     - Date     Condition        Report By
 MA1388  HISTORY     - 1967     MONUMENTED       CGS
 MA1388  HISTORY     - 20000105 GOOD             PADT
 MA1388
 MA1388                          STATION DESCRIPTION
 MA1388
 MA1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MA1388'7.5 MI NW FROM SHIPPENVILLE.
 MA1388'THE MARK IS LOCATED 7.5 MILES NORTHWEST OF SHIPPENVILLE AND
 MA1388'7.8 MILES SOUTHEAST OF CRANBERRY ALONG U.S. HIGHWAY 322, TO
 MA1388'REACH THE MARK FROM THE POST OFFICE IN SHIPPENVILLE GO NORTHWEST
 MA1388'ALONG U.S. HIGHWAY 322 TO THE MARK SET IN THE TOP OF THE APPROX
 MA1388'CENTER OF THE NORTH WALL OF A CONCRETE BOX CATCH BASIN, 20.3
 MA1388'FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 322, 62.0 FEET
 MA1388'NORTHEAST OF A BRICK POST GATE WITH A CONCRETE PAVED WALK LEADING
 MA1388'TO A WOOD FRAME HOUSE WITH A CLOSED IN FRONT PORCH WITH ROCK
 MA1388'FRONT SIDING, 4.9 FEET NORTH OF A METAL WITNESS POST AND IS ABOUT
 MA1388'LEVEL WITH THE HIGHWAY.
 MA1388
 MA1388                          STATION RECOVERY (2000)
 MA1388
 MA1388'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (ADR)
 MA1388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1411 ***********************************************************************
 MA1411  DESIGNATION -  C 324
 MA1411  PID         -  MA1411
 MA1411  STATE/COUNTY-  PA/VENANGO
 MA1411  USGS QUAD   -  FRANKLIN (1972)
 MA1411
 MA1411                         *CURRENT SURVEY CONTROL
 MA1411  ___________________________________________________________________
 MA1411* NAD 83(1986)-  41 24 13.     (N)    079 50 47.     (W)     SCALED    
 MA1411* NAVD 88     -       307.654  (meters)    1009.36   (feet)  ADJUSTED  
 MA1411  ___________________________________________________________________
 MA1411  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 MA1411  DYNAMIC HT  -         307.521 (meters)    1008.93  (feet)  COMP
 MA1411  MODELED GRAV-     980,182.2   (mgal)                       NAVD 88
 MA1411
 MA1411  VERT ORDER  -  SECOND    CLASS 0
 MA1411
 MA1411.The horizontal coordinates were scaled from a topographic map and have
 MA1411.an estimated accuracy of +/- 6 seconds.
 MA1411
 MA1411.The orthometric height was determined by differential leveling
 MA1411.and adjusted by the National Geodetic Survey in June 1991..
 MA1411
 MA1411.The geoid height was determined by GEOID03.
 MA1411
 MA1411.The dynamic height is computed by dividing the NAVD 88
 MA1411.geopotential number by the normal gravity value computed on the
 MA1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1411.degrees latitude (g = 980.6199 gals.).
 MA1411
 MA1411.The modeled gravity was interpolated from observed gravity values.
 MA1411
 MA1411;                    North         East    Units  Estimated Accuracy
 MA1411;SPC PA N     -   139,490.      424,730.      MT  (+/- 180 meters Scaled)
 MA1411
 MA1411                          SUPERSEDED SURVEY CONTROL
 MA1411
 MA1411  NGVD 29 (??/??/92)  307.837  (m)         1009.96   (f) ADJ UNCH    2 0
 MA1411
 MA1411.Superseded values are not recommended for survey control.
 MA1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1411.See file dsdata.txt to determine how the superseded data were derived.
 MA1411
 MA1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF964842(NAD 83)
 MA1411_MARKER: DB = BENCH MARK DISK
 MA1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1411_STAMPING: C 324 1967
 MA1411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1411+STABILITY: SURFACE MOTION
 MA1411
 MA1411  HISTORY     - Date     Condition        Report By
 MA1411  HISTORY     - 1967     MONUMENTED       CGS
 MA1411
 MA1411                          STATION DESCRIPTION
 MA1411
 MA1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MA1411'1.7 MI NW FROM FRANKLIN.
 MA1411'AT FRANKLIN, ABOUT 1.7 MILES NORTHWEST ALONG U.S. HIGHWAY 322
 MA1411'FROM THE COURT HOUSE, 271 FEET WEST OF THE WEST CURB OF MISSOURI
 MA1411'STREET, 16 FEET EAST OF THE APPROXIMATE CENTER OF A DRIVEWAY
 MA1411'LEADING TO HOUSE NO. 624, 3.0 FEET NORTH OF THE NORTH CURB OF
 MA1411'GRANT STREET (U.S. HIGHWAY 322), 2.5 FEET NORTHEAST OF A POWER
 MA1411'LINE POLE, SET IN THE TOP OF A CONCRETE POST, FLUSH, AND IS ABOUT
 MA1411'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1829 ***********************************************************************
 KV1829  DESIGNATION -  C 325
 KV1829  PID         -  KV1829
 KV1829  STATE/COUNTY-  PA/PHILADELPHIA
 KV1829  USGS QUAD   -  GERMANTOWN (1997)
 KV1829
 KV1829                         *CURRENT SURVEY CONTROL
 KV1829  ___________________________________________________________________
 KV1829* NAD 83(1986)-  40 01 29.     (N)    075 13 14.     (W)     SCALED    
 KV1829* NAVD 88     -        25.100  (meters)      82.35   (feet)  ADJUSTED  
 KV1829  ___________________________________________________________________
 KV1829  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 KV1829  DYNAMIC HT  -          25.088 (meters)      82.31  (feet)  COMP
 KV1829  MODELED GRAV-     980,162.9   (mgal)                       NAVD 88
 KV1829
 KV1829  VERT ORDER  -  FIRST     CLASS I
 KV1829
 KV1829.The horizontal coordinates were scaled from a topographic map and have
 KV1829.an estimated accuracy of +/- 6 seconds.
 KV1829
 KV1829.The orthometric height was determined by differential leveling
 KV1829.and adjusted by the National Geodetic Survey in June 1991..
 KV1829
 KV1829.The geoid height was determined by GEOID03.
 KV1829
 KV1829.The dynamic height is computed by dividing the NAVD 88
 KV1829.geopotential number by the normal gravity value computed on the
 KV1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1829.degrees latitude (g = 980.6199 gals.).
 KV1829
 KV1829.The modeled gravity was interpolated from observed gravity values.
 KV1829
 KV1829;                    North         East    Units  Estimated Accuracy
 KV1829;SPC PA S     -    79,860.      815,890.      MT  (+/- 180 meters Scaled)
 KV1829
 KV1829                          SUPERSEDED SURVEY CONTROL
 KV1829
 KV1829  NGVD 29 (??/??/??)   25.426  (m)           83.42   (f) ADJUSTED    1 1
 KV1829
 KV1829.Superseded values are not recommended for survey control.
 KV1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1829.See file dsdata.txt to determine how the superseded data were derived.
 KV1829
 KV1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK811305(NAD 83)
 KV1829_MARKER: DB = BENCH MARK DISK
 KV1829_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1829_SP_SET: RETAINING WALL
 KV1829_STAMPING: C 235 1966
 KV1829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1829
 KV1829  HISTORY     - Date     Condition        Report By
 KV1829  HISTORY     - 1966     MONUMENTED       CGS
 KV1829
 KV1829                          STATION DESCRIPTION
 KV1829
 KV1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV1829'0.2 MI SE FROM MANAYUNK.
 KV1829'0.25 MILE SOUTHEAST ALONG THE READING COMPANY RAILROAD FROM
 KV1829'THE STATION AT MANAYUNK, OR ABOUT 0.85 MILE NORTHWEST ALONG THE
 KV1829'READING COMPANY RAILROAD FROM THE STATION AT WISSAHICKON, 59
 KV1829'FEET SOUTHEAST OF THE SOUTHEAST ABUTMENT OF THE ROXBOROUGH
 KV1829'AVENUE UNDERPASS, 6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 KV1829'SOUTHWEST SET OF TRACKS, SET IN THE TOP AND AT THE EAST
 KV1829'CORNER OF AN OFFSET IN A CONCRETE RETAINING WALL AROUND THE
 KV1829'TWO SOUTHWEST LEGS OF A METAL PYLON, 8.6 FEET EAST OF THE MORE
 KV1829'SOUTHEASTERLY OF THE TWO SOUTHWEST LEGS OF THE PYLON, 1.7 FEET
 KV1829'NORTH OF A METAL FENCE CORNER POST, AND ABOUT LEVEL WITH THE
 KV1829'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2214 ***********************************************************************
 KV2214  DESIGNATION -  C 326
 KV2214  PID         -  KV2214
 KV2214  STATE/COUNTY-  PA/MONTGOMERY
 KV2214  USGS QUAD   -  PHOENIXVILLE (1983)
 KV2214
 KV2214                         *CURRENT SURVEY CONTROL
 KV2214  ___________________________________________________________________
 KV2214* NAD 83(1986)-  40 12 49.     (N)    075 34 58.     (W)     SCALED    
 KV2214* NAVD 88     -        43.018  (meters)     141.13   (feet)  ADJUSTED  
 KV2214  ___________________________________________________________________
 KV2214  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 KV2214  DYNAMIC HT  -          42.996 (meters)     141.06  (feet)  COMP
 KV2214  MODELED GRAV-     980,123.1   (mgal)                       NAVD 88
 KV2214
 KV2214  VERT ORDER  -  FIRST     CLASS I
 KV2214
 KV2214.The horizontal coordinates were scaled from a topographic map and have
 KV2214.an estimated accuracy of +/- 6 seconds.
 KV2214
 KV2214.The orthometric height was determined by differential leveling
 KV2214.and adjusted by the National Geodetic Survey in June 1991..
 KV2214
 KV2214.The geoid height was determined by GEOID03.
 KV2214
 KV2214.The dynamic height is computed by dividing the NAVD 88
 KV2214.geopotential number by the normal gravity value computed on the
 KV2214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2214.degrees latitude (g = 980.6199 gals.).
 KV2214
 KV2214.The modeled gravity was interpolated from observed gravity values.
 KV2214
 KV2214;                    North         East    Units  Estimated Accuracy
 KV2214;SPC PA S     -   100,010.      784,470.      MT  (+/- 180 meters Scaled)
 KV2214
 KV2214                          SUPERSEDED SURVEY CONTROL
 KV2214
 KV2214  NGVD 29 (??/??/??)   43.298  (m)          142.05   (f) ADJUSTED    1 1
 KV2214
 KV2214.Superseded values are not recommended for survey control.
 KV2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2214.See file dsdata.txt to determine how the superseded data were derived.
 KV2214
 KV2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK504516(NAD 83)
 KV2214_MARKER: DB = BENCH MARK DISK
 KV2214_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2214_SP_SET: BRIDGE WALL
 KV2214_STAMPING: C 326 1966
 KV2214_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV2214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2214
 KV2214  HISTORY     - Date     Condition        Report By
 KV2214  HISTORY     - 1966     MONUMENTED       CGS
 KV2214  HISTORY     - 1990     GOOD             USPSQD
 KV2214  HISTORY     - 19910101 GOOD             STEWRT
 KV2214
 KV2214                          STATION DESCRIPTION
 KV2214
 KV2214'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2214'3.7 MI NW FROM ROYERSFORD.
 KV2214'ABOUT 3.7 MILES NORTHWEST ALONG THE READING COMPANY RAILROAD FROM
 KV2214'THE STATION AT ROYERSFORD, OR ABOUT 4.9 MILES SOUTHEAST ALONG
 KV2214'THE READING COMPANY RAILROAD FROM THE STATION AT POTTSTOWN, 22
 KV2214'FEET EAST OF THE EAST RAIL OF THE EAST SET OF MAIN LINE TRACKS,
 KV2214'SET IN THE TOP OF THE NORTH END OF THE NORTHEAST CONCRETE
 KV2214'WINGWALL OF AN ARCHED BRIDGE OVER A DIRT ROAD, ABOUT 1 1/2 FEET
 KV2214'BELOW THE LEVEL OF THE TRACK.
 KV2214
 KV2214                          STATION RECOVERY (1990)
 KV2214
 KV2214'RECOVERY NOTE BY US POWER SQUADRON 1990 (JDC)
 KV2214'RECOVERED IN GOOD CONDITION.
 KV2214
 KV2214                          STATION RECOVERY (1991)
 KV2214
 KV2214'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1991 (JMS)
 KV2214'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2255 ***********************************************************************
 KV2255  DESIGNATION -  C 327
 KV2255  PID         -  KV2255
 KV2255  STATE/COUNTY-  PA/BERKS
 KV2255  USGS QUAD   -  READING (1983)
 KV2255
 KV2255                         *CURRENT SURVEY CONTROL
 KV2255  ___________________________________________________________________
 KV2255* NAD 83(1986)-  40 17 59.     (N)    075 53 00.     (W)     SCALED    
 KV2255* NAVD 88     -        65.759  (meters)     215.74   (feet)  ADJUSTED  
 KV2255  ___________________________________________________________________
 KV2255  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 KV2255  DYNAMIC HT  -          65.725 (meters)     215.63  (feet)  COMP
 KV2255  MODELED GRAV-     980,109.1   (mgal)                       NAVD 88
 KV2255
 KV2255  VERT ORDER  -  FIRST     CLASS I
 KV2255
 KV2255.The horizontal coordinates were scaled from a topographic map and have
 KV2255.an estimated accuracy of +/- 6 seconds.
 KV2255
 KV2255.The orthometric height was determined by differential leveling
 KV2255.and adjusted by the National Geodetic Survey in June 1991..
 KV2255
 KV2255.The geoid height was determined by GEOID03.
 KV2255
 KV2255.The dynamic height is computed by dividing the NAVD 88
 KV2255.geopotential number by the normal gravity value computed on the
 KV2255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2255.degrees latitude (g = 980.6199 gals.).
 KV2255
 KV2255.The modeled gravity was interpolated from observed gravity values.
 KV2255
 KV2255;                    North         East    Units  Estimated Accuracy
 KV2255;SPC PA S     -   108,980.      758,690.      MT  (+/- 180 meters Scaled)
 KV2255
 KV2255                          SUPERSEDED SURVEY CONTROL
 KV2255
 KV2255  NGVD 29 (??/??/??)   66.008  (m)          216.56   (f) ADJUSTED    1 1
 KV2255
 KV2255.Superseded values are not recommended for survey control.
 KV2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2255.See file dsdata.txt to determine how the superseded data were derived.
 KV2255
 KV2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK249613(NAD 83)
 KV2255_MARKER: DB = BENCH MARK DISK
 KV2255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2255_SP_SET: SEMAPHORE BASE
 KV2255_STAMPING: C 327 1966
 KV2255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2255
 KV2255  HISTORY     - Date     Condition        Report By
 KV2255  HISTORY     - 1966     MONUMENTED       CGS
 KV2255  HISTORY     - 20011018 MARK NOT FOUND   USPSQD
 KV2255
 KV2255                          STATION DESCRIPTION
 KV2255
 KV2255'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2255'4.9 MI W FROM BIRDSBORO.
 KV2255'ABOUT 4.9 MILES WEST ALONG THE READING COMPANY RAILROAD FROM
 KV2255'THE STATION AT BIRDSBORO, OR ABOUT 4.0 MILES SOUTHEAST OF THE
 KV2255'FRANKLIN STREET STATION AT READING, 2 1/2 POLES SOUTHEAST OF
 KV2255'FRACTIONAL MILEPOST 54/10, 7 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 KV2255'OF THE SOUTHWEST SET OF MAIN LINE TRACKS, SET IN THE TOP OF THE
 KV2255'NORTHWEST CORNER OF THE CONCRETE BASE OF SEMAPHORE NUMBER 95, 8
 KV2255'FEET NORTHEAST OF A RETAINING WALL BETWEEN NEVERSINK ROAD AND
 KV2255'THE TRACKS, 9 FEET NORTHWEST OF A METAL BATTERY BOX, AND ABOUT
 KV2255'1 FOOT BELOW THE LEVEL OF THE TRACKS.
 KV2255
 KV2255                          STATION RECOVERY (2001)
 KV2255
 KV2255'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV2255'NO SEMAPHORE OR METAL BATTERY BOX.  MUCH GRAVEL ADDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0464 ***********************************************************************
 KW0464  DESIGNATION -  C 328
 KW0464  PID         -  KW0464
 KW0464  STATE/COUNTY-  PA/LEBANON
 KW0464  USGS QUAD   -  RICHLAND (1984)
 KW0464
 KW0464                         *CURRENT SURVEY CONTROL
 KW0464  ___________________________________________________________________
 KW0464* NAD 83(1986)-  40 21 25.     (N)    076 20 44.     (W)     SCALED    
 KW0464* NAVD 88     -       153.752  (meters)     504.43   (feet)  ADJUSTED  
 KW0464  ___________________________________________________________________
 KW0464  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 KW0464  DYNAMIC HT  -         153.672 (meters)     504.17  (feet)  COMP
 KW0464  MODELED GRAV-     980,098.4   (mgal)                       NAVD 88
 KW0464
 KW0464  VERT ORDER  -  FIRST     CLASS I
 KW0464
 KW0464.The horizontal coordinates were scaled from a topographic map and have
 KW0464.an estimated accuracy of +/- 6 seconds.
 KW0464
 KW0464.The orthometric height was determined by differential leveling
 KW0464.and adjusted by the National Geodetic Survey in June 1991..
 KW0464
 KW0464.The geoid height was determined by GEOID03.
 KW0464
 KW0464.The dynamic height is computed by dividing the NAVD 88
 KW0464.geopotential number by the normal gravity value computed on the
 KW0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0464.degrees latitude (g = 980.6199 gals.).
 KW0464
 KW0464.The modeled gravity was interpolated from observed gravity values.
 KW0464
 KW0464;                    North         East    Units  Estimated Accuracy
 KW0464;SPC PA S     -   114,610.      719,290.      MT  (+/- 180 meters Scaled)
 KW0464
 KW0464                          SUPERSEDED SURVEY CONTROL
 KW0464
 KW0464  NGVD 29 (??/??/??)  153.960  (m)          505.12   (f) ADJUSTED    1 1
 KW0464
 KW0464.Superseded values are not recommended for survey control.
 KW0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0464.See file dsdata.txt to determine how the superseded data were derived.
 KW0464
 KW0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK857682(NAD 83)
 KW0464_MARKER: DB = BENCH MARK DISK
 KW0464_SETTING: 66 = SET IN ROCK OUTCROP
 KW0464_SP_SET: ROCK OUTCROP
 KW0464_STAMPING: C 328 1966
 KW0464_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW0464+STABILITY: POSITION/ELEVATION WELL
 KW0464
 KW0464  HISTORY     - Date     Condition        Report By
 KW0464  HISTORY     - 1966     MONUMENTED       CGS
 KW0464  HISTORY     - 19920406 MARK NOT FOUND   USPSQD
 KW0464  HISTORY     - 20051105 MARK NOT FOUND   GEOCAC
 KW0464
 KW0464                          STATION DESCRIPTION
 KW0464
 KW0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0464'2.2 MI W FROM MYERSTOWN.
 KW0464'ABOUT 2.25 MILES WEST ALONG THE READING COMPANY RAILROAD FROM
 KW0464'THE FREIGHT STATION AT MYERSTOWN, 0.4 MILE EAST ALONG THE READING
 KW0464'COMPANY RAILROAD FROM THE STATION SIGN AT PRESCOTT, 6 POES
 KW0464'WEST OF FRACTIONAL MILEPOST 23/20, 38 1/2 FEET SOUTH OF THE SOUTH
 KW0464'RAIL OF THE SOUTH SET OF MAIN LINE TRACKS, SET IN THE TOP OF A
 KW0464'ROCK OUTCROP ON THE SOUTH BANK OF THE TRACK AND PROJECTING
 KW0464'1 1/2 FEET ON THE NORTH SIDE, ABOUT 1 FOOT BELOW THE LEVEL OF
 KW0464'THE TRACKS.
 KW0464
 KW0464                          STATION RECOVERY (1992)
 KW0464
 KW0464'RECOVERY NOTE BY US POWER SQUADRON 1992
 KW0464'MARK NOT FOUND.
 KW0464
 KW0464                          STATION RECOVERY (2005)
 KW0464
 KW0464'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0464'FRACTIONAL MILEPOST IS GONE. BALLAST HAS BEEN PILED ALONG THE SOUTH
 KW0464'SIDE OF THE RAILROAD RIGHT OF WAY AT THIS LOCATION. MARK IS MOST
 KW0464'LIKELY UNDER BALLAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0808 ***********************************************************************
 KW0808  DESIGNATION -  C 329
 KW0808  PID         -  KW0808
 KW0808  STATE/COUNTY-  PA/LEBANON
 KW0808  USGS QUAD   -  PALMYRA (1990)
 KW0808
 KW0808                         *CURRENT SURVEY CONTROL
 KW0808  ___________________________________________________________________
 KW0808* NAD 83(1986)-  40 19 50.     (N)    076 31 52.     (W)     SCALED    
 KW0808* NAVD 88     -       126.367  (meters)     414.59   (feet)  ADJUSTED  
 KW0808  ___________________________________________________________________
 KW0808  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 KW0808  DYNAMIC HT  -         126.301 (meters)     414.37  (feet)  COMP
 KW0808  MODELED GRAV-     980,104.2   (mgal)                       NAVD 88
 KW0808
 KW0808  VERT ORDER  -  FIRST     CLASS I
 KW0808
 KW0808.The horizontal coordinates were scaled from a topographic map and have
 KW0808.an estimated accuracy of +/- 6 seconds.
 KW0808
 KW0808.The orthometric height was determined by differential leveling
 KW0808.and adjusted by the National Geodetic Survey in June 1991..
 KW0808
 KW0808.The geoid height was determined by GEOID03.
 KW0808
 KW0808.The dynamic height is computed by dividing the NAVD 88
 KW0808.geopotential number by the normal gravity value computed on the
 KW0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0808.degrees latitude (g = 980.6199 gals.).
 KW0808
 KW0808.The modeled gravity was interpolated from observed gravity values.
 KW0808
 KW0808;                    North         East    Units  Estimated Accuracy
 KW0808;SPC PA S     -   111,440.      703,580.      MT  (+/- 180 meters Scaled)
 KW0808
 KW0808                          SUPERSEDED SURVEY CONTROL
 KW0808
 KW0808  NGVD 29 (??/??/??)  126.574  (m)          415.27   (f) ADJUSTED    1 1
 KW0808
 KW0808.Superseded values are not recommended for survey control.
 KW0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0808.See file dsdata.txt to determine how the superseded data were derived.
 KW0808
 KW0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK699655(NAD 83)
 KW0808_MARKER: DB = BENCH MARK DISK
 KW0808_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KW0808_SP_SET: 18 FEET
 KW0808_STAMPING: C 329 1966
 KW0808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0808
 KW0808  HISTORY     - Date     Condition        Report By
 KW0808  HISTORY     - 1966     MONUMENTED       CGS
 KW0808  HISTORY     - 1967     GOOD             CGS
 KW0808
 KW0808                          STATION DESCRIPTION
 KW0808
 KW0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0808'1 MI W FROM ANNVILLE.
 KW0808'ABOUT 0.95 MILE WEST ALONG THE READING COMPANY RAILROAD FROM THE
 KW0808'STATION AT ANNVILLE, SOUTH OF AND ACROSS THE TRACK FROM A ROCK
 KW0808'QUARRY, 6 POLES EAST OF A LARGE METAL SHED, 48 FEET SOUTH OF THE
 KW0808'SOUTH RAIL OF THE MAIN TRACK, 21 FEET SOUTH OF THE SOUTH RAIL
 KW0808'OF THE SOUTH TRACK, 13 FEET WEST OF THE 5TH TELEPHONE POLE EAST
 KW0808'OF MILEPOST 33-40 AND IN LINE WITH A ROW OF TELEPHONE POLES, 1.5
 KW0808'FEET SOUTHEAST OF A METAL WITNESS POST ABOUT 2 FEET BELOW THE
 KW0808'LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED
 KW0808'ROD THAT IS DRIVEN TO A DEPTH OF 18 FEET AND IS ENCASED IN A
 KW0808'5-INCH CAST IRON PIPE WHICH PROJECTS 12-INCHES.
 KW0808
 KW0808                          STATION RECOVERY (1967)
 KW0808
 KW0808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KW0808'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0845 ***********************************************************************
 KW0845  DESIGNATION -  C 330
 KW0845  PID         -  KW0845
 KW0845  STATE/COUNTY-  PA/DAUPHIN
 KW0845  USGS QUAD   -  HARRISBURG EAST (1987)
 KW0845
 KW0845                         *CURRENT SURVEY CONTROL
 KW0845  ___________________________________________________________________
 KW0845* NAD 83(1986)-  40 15 30.     (N)    076 50 32.     (W)     SCALED    
 KW0845* NAVD 88     -       115.337  (meters)     378.40   (feet)  ADJUSTED  
 KW0845  ___________________________________________________________________
 KW0845  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 KW0845  DYNAMIC HT  -         115.278 (meters)     378.21  (feet)  COMP
 KW0845  MODELED GRAV-     980,120.9   (mgal)                       NAVD 88
 KW0845
 KW0845  VERT ORDER  -  FIRST     CLASS I
 KW0845
 KW0845.The horizontal coordinates were scaled from a topographic map and have
 KW0845.an estimated accuracy of +/- 6 seconds.
 KW0845
 KW0845.The orthometric height was determined by differential leveling
 KW0845.and adjusted by the National Geodetic Survey in June 1991..
 KW0845
 KW0845.The geoid height was determined by GEOID03.
 KW0845
 KW0845.The dynamic height is computed by dividing the NAVD 88
 KW0845.geopotential number by the normal gravity value computed on the
 KW0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0845.degrees latitude (g = 980.6199 gals.).
 KW0845
 KW0845.The modeled gravity was interpolated from observed gravity values.
 KW0845
 KW0845;                    North         East    Units  Estimated Accuracy
 KW0845;SPC PA S     -   103,100.      677,220.      MT  (+/- 180 meters Scaled)
 KW0845
 KW0845                          SUPERSEDED SURVEY CONTROL
 KW0845
 KW0845  NGVD 29 (??/??/??)  115.544  (m)          379.08   (f) ADJUSTED    1 1
 KW0845
 KW0845.Superseded values are not recommended for survey control.
 KW0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0845.See file dsdata.txt to determine how the superseded data were derived.
 KW0845
 KW0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK433580(NAD 83)
 KW0845_MARKER: DB = BENCH MARK DISK
 KW0845_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0845_SP_SET: FOUNDATION
 KW0845_STAMPING: C 330 1966
 KW0845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0845
 KW0845  HISTORY     - Date     Condition        Report By
 KW0845  HISTORY     - 1966     MONUMENTED       CGS
 KW0845  HISTORY     - 20040229 MARK NOT FOUND   GEOCAC
 KW0845
 KW0845                          STATION DESCRIPTION
 KW0845
 KW0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0845'2 MI E FROM HARRISBURG.
 KW0845'ABOUT 2.0 MILES EAST ALONG THE READING COMPANY RAILROAD FROM THE
 KW0845'STATION AT HARRISBURG, AT THE U.S. HIGHWAY 322 AND INTERSTATE HIGHWAY
 KW0845'83 OVERPASS WHICH CROSSES A SPUR TRACK LEADING EAST FROMTHE MAIN
 KW0845'LINE, 89 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST SET
 KW0845'OF MAIN TRACKS, SET IN THE TOP OF THE NORTHWEST END OF THE
 KW0845'CONCRETE FOUNDATION FOR THE MORE SOUTHWESTERLY OF TWO ROWS OF SIX
 KW0845'CONCRETE PILING FOR THE OVERPASS, 11 1/2 FEET SOUTHEAST OF THE
 KW0845'NORTHWEST END OF THE FOUNDATION, 8 FEET SOUTHEAST OF THE MOST
 KW0845'NORTHWESTERLY OF THE ROW OF PILING, 51 FEET SOUTHEAST OF THE 1ST
 KW0845'TELEPHONE POLE NORTHEAST OF FRACTIONAL MILEPOST 51/30, ABOUT 2 1/2
 KW0845'FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT 8 FEET ABOVE THE
 KW0845'LEVEL OF THE TRACKS.
 KW0845
 KW0845                          STATION RECOVERY (2004)
 KW0845
 KW0845'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0845'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1701 ***********************************************************************
 KW1701  DESIGNATION -  C 331
 KW1701  PID         -  KW1701
 KW1701  STATE/COUNTY-  PA/JUNIATA
 KW1701  USGS QUAD   -  MEXICO (1979)
 KW1701
 KW1701                         *CURRENT SURVEY CONTROL
 KW1701  ___________________________________________________________________
 KW1701* NAD 83(1986)-  40 32 17.     (N)    077 16 32.     (W)     SCALED    
 KW1701* NAVD 88     -       129.537  (meters)     424.99   (feet)  ADJUSTED  
 KW1701  ___________________________________________________________________
 KW1701  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KW1701  DYNAMIC HT  -         129.476 (meters)     424.79  (feet)  COMP
 KW1701  MODELED GRAV-     980,151.7   (mgal)                       NAVD 88
 KW1701
 KW1701  VERT ORDER  -  FIRST     CLASS I
 KW1701
 KW1701.The horizontal coordinates were scaled from a topographic map and have
 KW1701.an estimated accuracy of +/- 6 seconds.
 KW1701
 KW1701.The orthometric height was determined by differential leveling
 KW1701.and adjusted by the National Geodetic Survey in June 1991..
 KW1701
 KW1701.The geoid height was determined by GEOID03.
 KW1701
 KW1701.The dynamic height is computed by dividing the NAVD 88
 KW1701.geopotential number by the normal gravity value computed on the
 KW1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1701.degrees latitude (g = 980.6199 gals.).
 KW1701
 KW1701.The modeled gravity was interpolated from observed gravity values.
 KW1701
 KW1701;                    North         East    Units  Estimated Accuracy
 KW1701;SPC PA S     -   133,880.      640,190.      MT  (+/- 180 meters Scaled)
 KW1701
 KW1701                          SUPERSEDED SURVEY CONTROL
 KW1701
 KW1701  NGVD 29 (??/??/??)  129.751  (m)          425.69   (f) ADJUSTED    1 1
 KW1701
 KW1701.Superseded values are not recommended for survey control.
 KW1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1701.See file dsdata.txt to determine how the superseded data were derived.
 KW1701
 KW1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK072899(NAD 83)
 KW1701_MARKER: DB = BENCH MARK DISK
 KW1701_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1701_SP_SET: FOUNDATION
 KW1701_STAMPING: C 331 1966
 KW1701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1701
 KW1701  HISTORY     - Date     Condition        Report By
 KW1701  HISTORY     - 1966     MONUMENTED       CGS
 KW1701
 KW1701                          STATION DESCRIPTION
 KW1701
 KW1701'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1701'2.2 MI W FROM THOMPSONTOWN.
 KW1701'2.15 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1701'ABANDONED STATION AT THOMPSONTOWN, 8 FEET NORTH OF THE NORTH
 KW1701'RAIL OF THE NORTH TRACK, SET IN THE TOP OF THE SOUTHEAST CORNER
 KW1701'OF THE MOST EASTERLY CONCRETE FOUNDATION OF A SIGNAL GNATRY
 KW1701'BEARING THE NUMBERS 1445 AND 1446, 6.3 FEET WEST OF THE SOUTHWEST
 KW1701'CORNER OF AN ELECTRIC SIGNAL CONTROL BOX, AND ABOUT 2 FEET
 KW1701'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0183 ***********************************************************************
 KX0183  DESIGNATION -  C 332
 KX0183  PID         -  KX0183
 KX0183  STATE/COUNTY-  PA/CLEARFIELD
 KX0183  USGS QUAD   -  GLEN RICHEY (1993)
 KX0183
 KX0183                         *CURRENT SURVEY CONTROL
 KX0183  ___________________________________________________________________
 KX0183* NAD 83(1986)-  40 59 06.     (N)    078 29 38.     (W)     SCALED    
 KX0183* NAVD 88     -       350.652  (meters)    1150.43   (feet)  ADJUSTED  
 KX0183  ___________________________________________________________________
 KX0183  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KX0183  DYNAMIC HT  -         350.484 (meters)    1149.88  (feet)  COMP
 KX0183  MODELED GRAV-     980,133.1   (mgal)                       NAVD 88
 KX0183
 KX0183  VERT ORDER  -  FIRST     CLASS I
 KX0183
 KX0183.The horizontal coordinates were scaled from a topographic map and have
 KX0183.an estimated accuracy of +/- 6 seconds.
 KX0183
 KX0183.The orthometric height was determined by differential leveling
 KX0183.and adjusted by the National Geodetic Survey in June 1991..
 KX0183
 KX0183.The geoid height was determined by GEOID03.
 KX0183
 KX0183.The dynamic height is computed by dividing the NAVD 88
 KX0183.geopotential number by the normal gravity value computed on the
 KX0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0183.degrees latitude (g = 980.6199 gals.).
 KX0183
 KX0183.The modeled gravity was interpolated from observed gravity values.
 KX0183
 KX0183;                    North         East    Units  Estimated Accuracy
 KX0183;SPC PA N     -    91,150.      537,400.      MT  (+/- 180 meters Scaled)
 KX0183
 KX0183                          SUPERSEDED SURVEY CONTROL
 KX0183
 KX0183  NGVD 29 (??/??/92)  350.817  (m)         1150.97   (f) ADJ UNCH    1 1
 KX0183
 KX0183.Superseded values are not recommended for survey control.
 KX0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0183.See file dsdata.txt to determine how the superseded data were derived.
 KX0183
 KX0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF108401(NAD 83)
 KX0183_MARKER: DB = BENCH MARK DISK
 KX0183_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KX0183_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KX0183_STAMPING: C 332 1966
 KX0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0183
 KX0183  HISTORY     - Date     Condition        Report By
 KX0183  HISTORY     - 1966     MONUMENTED       CGS
 KX0183
 KX0183                          STATION DESCRIPTION
 KX0183
 KX0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0183'2 MI E FROM CURWENSVILLE.
 KX0183'ABOUT 1.95 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KX0183'THE STATION AT CURWENSVILLE, OR ABOUT 0.25 MILE SOUTH ALONG SOUTH
 KX0183'2ND STREET FROM THE POST OFFICE AT CLEARFIELD, THENCE 0.3 MILE
 KX0183'WEST ALONG EAST MARKET STREET, THENCE 4.0 MILES SOUTHWEST ALONG
 KX0183'THE BALTIMORE AND OHIO RAILROAD, 30 1/2 FEET NORTH AND ACROSS
 KX0183'THE TRACK FROM MILEPOST 20/20, 11 FEET NORTH OF THE NORTH RAIL OF
 KX0183'THE TRACK, SOUTH OF AND AT THE FOOT OF A STEEP BANK, 1.8 FEET
 KX0183'NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 KX0183'OF THE TRACK, A DISK SET IN THE TOP OF A CONCRETE FILLED, 5-INCH,
 KX0183'CAST IRON PIPE WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2189 ***********************************************************************
 KW2189  DESIGNATION -  C 333
 KW2189  PID         -  KW2189
 KW2189  STATE/COUNTY-  PA/HUNTINGDON
 KW2189  USGS QUAD   -  MOUNT UNION (1971)
 KW2189
 KW2189                         *CURRENT SURVEY CONTROL
 KW2189  ___________________________________________________________________
 KW2189* NAD 83(1986)-  40 23 46.     (N)    077 56 34.     (W)     SCALED    
 KW2189* NAVD 88     -       181.603  (meters)     595.81   (feet)  ADJUSTED  
 KW2189  ___________________________________________________________________
 KW2189  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KW2189  DYNAMIC HT  -         181.509 (meters)     595.50  (feet)  COMP
 KW2189  MODELED GRAV-     980,103.6   (mgal)                       NAVD 88
 KW2189
 KW2189  VERT ORDER  -  FIRST     CLASS I
 KW2189
 KW2189.The horizontal coordinates were scaled from a topographic map and have
 KW2189.an estimated accuracy of +/- 6 seconds.
 KW2189
 KW2189.The orthometric height was determined by differential leveling
 KW2189.and adjusted by the National Geodetic Survey in June 1991..
 KW2189
 KW2189.The geoid height was determined by GEOID03.
 KW2189
 KW2189.The dynamic height is computed by dividing the NAVD 88
 KW2189.geopotential number by the normal gravity value computed on the
 KW2189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2189.degrees latitude (g = 980.6199 gals.).
 KW2189
 KW2189.The modeled gravity was interpolated from observed gravity values.
 KW2189
 KW2189;                    North         East    Units  Estimated Accuracy
 KW2189;SPC PA S     -   118,020.      583,630.      MT  (+/- 180 meters Scaled)
 KW2189
 KW2189                          SUPERSEDED SURVEY CONTROL
 KW2189
 KW2189  NGVD 29 (??/??/??)  181.806  (m)          596.48   (f) ADJUSTED    1 1
 KW2189
 KW2189.Superseded values are not recommended for survey control.
 KW2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2189.See file dsdata.txt to determine how the superseded data were derived.
 KW2189
 KW2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK502758(NAD 83)
 KW2189_MARKER: DB = BENCH MARK DISK
 KW2189_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2189_SP_SET: ABUTMENT
 KW2189_STAMPING: C 333 1966
 KW2189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2189
 KW2189  HISTORY     - Date     Condition        Report By
 KW2189  HISTORY     - 1966     MONUMENTED       CGS
 KW2189  HISTORY     - 1966     GOOD             CGS
 KW2189
 KW2189                          STATION DESCRIPTION
 KW2189
 KW2189'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2189'3.7 MI W FROM MOUNT UNION.
 KW2189'3.7 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KW2189'AT MOUNT UNION, 0.25 MILE NORTHWEST OF THE STATE HIGHWAY 655
 KW2189'UNDERPASS AT MAPLETON, 0.1 MILE NORTHWEST OF A SIGNAL GANTRY,
 KW2189'10 FEET NORTHWEST OF MILEPOST 194, 4 FEET NORTHEAST OF THE
 KW2189'NORTHEAST RAIL OF THE NORTHEAST SET OF TRACKS, SET IN THE TOP
 KW2189'OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF
 KW2189'RAILROAD BRIDGE NUMBER 194/01 OVER THE HARES VALLEY CREEK, AND
 KW2189'ABOUT LEVEL WITH THE TRACKS.
 KW2189
 KW2189                          STATION RECOVERY (1966)
 KW2189
 KW2189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KW2189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0107 ***********************************************************************
 KX0107  DESIGNATION -  C 334
 KX0107  PID         -  KX0107
 KX0107  STATE/COUNTY-  PA/CENTRE
 KX0107  USGS QUAD   -  SANDY RIDGE (1994)
 KX0107
 KX0107                         *CURRENT SURVEY CONTROL
 KX0107  ___________________________________________________________________
 KX0107* NAD 83(1986)-  40 45 15.     (N)    078 13 30.     (W)     SCALED    
 KX0107* NAVD 88     -       510.489  (meters)    1674.83   (feet)  ADJUSTED  
 KX0107  ___________________________________________________________________
 KX0107  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KX0107  DYNAMIC HT  -         510.219 (meters)    1673.94  (feet)  COMP
 KX0107  MODELED GRAV-     980,079.7   (mgal)                       NAVD 88
 KX0107
 KX0107  VERT ORDER  -  FIRST     CLASS I
 KX0107
 KX0107.The horizontal coordinates were scaled from a topographic map and have
 KX0107.an estimated accuracy of +/- 6 seconds.
 KX0107
 KX0107.The orthometric height was determined by differential leveling
 KX0107.and adjusted by the National Geodetic Survey in June 1991..
 KX0107
 KX0107.The geoid height was determined by GEOID03.
 KX0107
 KX0107.The dynamic height is computed by dividing the NAVD 88
 KX0107.geopotential number by the normal gravity value computed on the
 KX0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0107.degrees latitude (g = 980.6199 gals.).
 KX0107
 KX0107.The modeled gravity was interpolated from observed gravity values.
 KX0107
 KX0107;                    North         East    Units  Estimated Accuracy
 KX0107;SPC PA N     -    65,360.      559,890.      MT  (+/- 180 meters Scaled)
 KX0107
 KX0107                          SUPERSEDED SURVEY CONTROL
 KX0107
 KX0107  NGVD 29 (??/??/92)  510.644  (m)         1675.34   (f) ADJ UNCH    1 1
 KX0107
 KX0107.Superseded values are not recommended for survey control.
 KX0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0107.See file dsdata.txt to determine how the superseded data were derived.
 KX0107
 KX0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF342151(NAD 83)
 KX0107_MARKER: DB = BENCH MARK DISK
 KX0107_SETTING: 66 = SET IN ROCK OUTCROP
 KX0107_SP_SET: ROCK LEDGE
 KX0107_STAMPING: C 334 1966
 KX0107_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX0107+STABILITY: POSITION/ELEVATION WELL
 KX0107
 KX0107  HISTORY     - Date     Condition        Report By
 KX0107  HISTORY     - 1966     MONUMENTED       CGS
 KX0107
 KX0107                          STATION DESCRIPTION
 KX0107
 KX0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0107'8.8 MI N FROM TYRONE.
 KX0107'ABOUT 8.85 MILES NORTH ALONG THE CLEARFIELD BRANCH OF THE
 KX0107'PENNSYLVANIA RAILROAD FROM THE STATION AT TYRONE, 0.15 MILE
 KX0107'SOUTHEAST OF MILEPOST NUMBER 9, 8 FEET SOUTHWEST OF THE SOUTHWEST
 KX0107'RAIL OF THE SOUTHWEST SET OF TRACKS, SET IN THE TOP OF A LEDGE AT
 KX0107'THE BASE OF THE SOUTHWEST ROCK WALL OF A CUT FOR THE RAILROAD,
 KX0107'AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0346 ***********************************************************************
 MA0346  DESIGNATION -  C 335
 MA0346  PID         -  MA0346
 MA0346  STATE/COUNTY-  PA/CLEARFIELD
 MA0346  USGS QUAD   -  LUTHERSBURG (1986)
 MA0346
 MA0346                         *CURRENT SURVEY CONTROL
 MA0346  ___________________________________________________________________
 MA0346* NAD 83(1986)-  41 03 54.     (N)    078 39 51.     (W)     SCALED    
 MA0346* NAVD 88     -       532.150  (meters)    1745.90   (feet)  ADJUSTED  
 MA0346  ___________________________________________________________________
 MA0346  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 MA0346  DYNAMIC HT  -         531.884 (meters)    1745.02  (feet)  COMP
 MA0346  MODELED GRAV-     980,107.3   (mgal)                       NAVD 88
 MA0346
 MA0346  VERT ORDER  -  FIRST     CLASS I
 MA0346
 MA0346.The horizontal coordinates were scaled from a topographic map and have
 MA0346.an estimated accuracy of +/- 6 seconds.
 MA0346
 MA0346.The orthometric height was determined by differential leveling
 MA0346.and adjusted by the National Geodetic Survey in June 1991..
 MA0346
 MA0346.The geoid height was determined by GEOID03.
 MA0346
 MA0346.The dynamic height is computed by dividing the NAVD 88
 MA0346.geopotential number by the normal gravity value computed on the
 MA0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0346.degrees latitude (g = 980.6199 gals.).
 MA0346
 MA0346.The modeled gravity was interpolated from observed gravity values.
 MA0346
 MA0346;                    North         East    Units  Estimated Accuracy
 MA0346;SPC PA N     -   100,170.      523,170.      MT  (+/- 180 meters Scaled)
 MA0346
 MA0346                          SUPERSEDED SURVEY CONTROL
 MA0346
 MA0346  NGVD 29 (??/??/92)  532.299  (m)         1746.38   (f) ADJ UNCH    1 1
 MA0346
 MA0346.Superseded values are not recommended for survey control.
 MA0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0346.See file dsdata.txt to determine how the superseded data were derived.
 MA0346
 MA0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF962486(NAD 83)
 MA0346_MARKER: DB = BENCH MARK DISK
 MA0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0346_STAMPING: C 335 1966
 MA0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0346+STABILITY: SURFACE MOTION
 MA0346
 MA0346  HISTORY     - Date     Condition        Report By
 MA0346  HISTORY     - 1966     MONUMENTED       CGS
 MA0346  HISTORY     - 1967     GOOD             NGS
 MA0346
 MA0346                          STATION DESCRIPTION
 MA0346
 MA0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MA0346'9.7 MI SE FROM DU BOIS.
 MA0346'ABOUT 9.7 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0346'FROM THE UNION BANKING AND TRUST COMPANY BUILDING WHICH WAS
 MA0346'FORMERLY THE BALTIMORE AND OHIO RAILROAD STATION AT DU BOIS,
 MA0346'OR ABOUT 4.8 MILES NORTHWEST ALONG U.S. HIGHWAY 322 FROM THE POST
 MA0346'OFFICE AT GRAMPIAN, THENCE 2.0 MILES NORTH ALONG GRAVELED
 MA0346'COUNTY ROAD 17029, THENCE 0.25 MILE NORTHEAST ALONG AN ABANDONED
 MA0346'RAILROAD GRADE, THENCE 1.1 MILES NORTHWEST ALONG THE BALTIMORE
 MA0346'AND OHIO RAILROAD, 0.35 MILE EAST OF THE STATION AT ROCKTON WHICH
 MA0346'IS NOW CLOSED, 4 TELEPHONE POLES WEST OF MILEPOST 6/30, 50 FEET
 MA0346'WEST OF THE WEST RAIL OF THE MAIN TRACK WHICH IS THE MIDDLE ONE
 MA0346'OF 3 TRACKS, 37 FEET WEST OF THE WEST RAIL OF A SIDE TRACK,
 MA0346'NEAR THE NORTHEAST CORNER OF A PIPE SUPPLY YARD, 24 FEET WEST
 MA0346'OF THE CENTER LINE OF A GRAVELED ROAD, 4 1/2 FEET EAST OF AN
 MA0346'8-INCH ASPEN TREE, 1.7 FEET NORTHWEST OF A METAL WITNESS POST,
 MA0346'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, ABOUT 2 FEET BELOW
 MA0346'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MA0346'PROJECTING 6 INCHES.
 MA0346
 MA0346                          STATION RECOVERY (1967)
 MA0346
 MA0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MA0346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0656 ***********************************************************************
 MA0656  DESIGNATION -  C 336
 MA0656  PID         -  MA0656
 MA0656  STATE/COUNTY-  PA/MCKEAN
 MA0656  USGS QUAD   -  DERRICK CITY (1986)
 MA0656
 MA0656                         *CURRENT SURVEY CONTROL
 MA0656  ___________________________________________________________________
 MA0656* NAD 83(1986)-  41 59 43.     (N)    078 37 09.     (W)     SCALED    
 MA0656* NAVD 88     -       430.203  (meters)    1411.42   (feet)  ADJUSTED  
 MA0656  ___________________________________________________________________
 MA0656  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 MA0656  DYNAMIC HT  -         430.031 (meters)    1410.86  (feet)  COMP
 MA0656  MODELED GRAV-     980,209.5   (mgal)                       NAVD 88
 MA0656
 MA0656  VERT ORDER  -  FIRST     CLASS I
 MA0656
 MA0656.The horizontal coordinates were scaled from a topographic map and have
 MA0656.an estimated accuracy of +/- 6 seconds.
 MA0656
 MA0656.The orthometric height was determined by differential leveling
 MA0656.and adjusted by the National Geodetic Survey in June 1991..
 MA0656
 MA0656.The geoid height was determined by GEOID03.
 MA0656
 MA0656.The dynamic height is computed by dividing the NAVD 88
 MA0656.geopotential number by the normal gravity value computed on the
 MA0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0656.degrees latitude (g = 980.6199 gals.).
 MA0656
 MA0656.The modeled gravity was interpolated from observed gravity values.
 MA0656
 MA0656;                    North         East    Units  Estimated Accuracy
 MA0656;SPC PA N     -   203,440.      527,980.      MT  (+/- 180 meters Scaled)
 MA0656
 MA0656                          SUPERSEDED SURVEY CONTROL
 MA0656
 MA0656  NGVD 29 (??/??/92)  430.352  (m)         1411.91   (f) ADJ UNCH    1 1
 MA0656
 MA0656.Superseded values are not recommended for survey control.
 MA0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0656.See file dsdata.txt to determine how the superseded data were derived.
 MA0656
 MA0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG971519(NAD 83)
 MA0656_MARKER: DB = BENCH MARK DISK
 MA0656_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0656_SP_SET: CULVERT
 MA0656_STAMPING: C 336 1966
 MA0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0656+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2006
 MA0656
 MA0656  HISTORY     - Date     Condition        Report By
 MA0656  HISTORY     - 1966     MONUMENTED       CGS
 MA0656  HISTORY     - 1967     GOOD             NGS
 MA0656  HISTORY     - 19991005 GOOD             USPSQD
 MA0656  HISTORY     - 20041127 GOOD             USPSQD
 MA0656  HISTORY     - 20060503 GOOD             USPSQD
 MA0656
 MA0656                          STATION DESCRIPTION
 MA0656
 MA0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0656'3.4 MI N FROM BRADFORD.
 MA0656'ABOUT 3.35 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MA0656'THE STATION AT BRADFORD, ABOUT 0.35 MILE SOUTH OF THE
 MA0656'PENNSYLVANIA-NEW YORK STATE LINE, ABOUT 0.1 MILE SOUTH OF A
 MA0656'CROSSING OF THE RAILROAD AND A ROAD, 3 POLES NORTH OF MILEPOST
 MA0656'119/30, 12 FEET WEST OF THE WEST RAIL OF THE WEST SET OF TRACKS,
 MA0656'SET IN THE TOP OF THE WEST END OF THE NORTH STONE WALL OF A
 MA0656'STONE CULVERT, 1.7 FEET WEST OF THE WEST EDGE OF THE WEST STONE
 MA0656'HEADWALL OF THE CULVERT, AND ABOUT 2 1/2 FEET BELOW THE LEVEL
 MA0656'OF THE TRACKS.
 MA0656
 MA0656                          STATION RECOVERY (1999)
 MA0656
 MA0656'RECOVERY NOTE BY US POWER SQUADRON 1999
 MA0656'RECOVERED IN GOOD CONDITION.
 MA0656
 MA0656                          STATION RECOVERY (2004)
 MA0656
 MA0656'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0656'RECOVERED IN GOOD CONDITION.
 MA0656
 MA0656                          STATION RECOVERY (2006)
 MA0656
 MA0656'RECOVERY NOTE BY US POWER SQUADRON 2006 (SG)
 MA0656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0647 ***********************************************************************
 MA0647  DESIGNATION -  C 337
 MA0647  PID         -  MA0647
 MA0647  STATE/COUNTY-  PA/MCKEAN
 MA0647  USGS QUAD   -  BRADFORD (1983)
 MA0647
 MA0647                         *CURRENT SURVEY CONTROL
 MA0647  ___________________________________________________________________
 MA0647* NAD 83(1986)-  41 57 26.     (N)    078 39 35.     (W)     SCALED    
 MA0647* NAVD 88     -       445.690  (meters)    1462.23   (feet)  ADJUSTED  
 MA0647  ___________________________________________________________________
 MA0647  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 MA0647  DYNAMIC HT  -         445.510 (meters)    1461.64  (feet)  COMP
 MA0647  MODELED GRAV-     980,205.3   (mgal)                       NAVD 88
 MA0647
 MA0647  VERT ORDER  -  FIRST     CLASS I
 MA0647
 MA0647.The horizontal coordinates were scaled from a topographic map and have
 MA0647.an estimated accuracy of +/- 6 seconds.
 MA0647
 MA0647.The orthometric height was determined by differential leveling
 MA0647.and adjusted by the National Geodetic Survey in June 1991..
 MA0647
 MA0647.The geoid height was determined by GEOID03.
 MA0647
 MA0647.The dynamic height is computed by dividing the NAVD 88
 MA0647.geopotential number by the normal gravity value computed on the
 MA0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0647.degrees latitude (g = 980.6199 gals.).
 MA0647
 MA0647.The modeled gravity was interpolated from observed gravity values.
 MA0647
 MA0647;                    North         East    Units  Estimated Accuracy
 MA0647;SPC PA N     -   199,250.      524,580.      MT  (+/- 180 meters Scaled)
 MA0647
 MA0647                          SUPERSEDED SURVEY CONTROL
 MA0647
 MA0647  NGVD 29 (??/??/92)  445.835  (m)         1462.71   (f) ADJ UNCH    1 1
 MA0647
 MA0647.Superseded values are not recommended for survey control.
 MA0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0647.See file dsdata.txt to determine how the superseded data were derived.
 MA0647
 MA0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG939476(NAD 83)
 MA0647_MARKER: DB = BENCH MARK DISK
 MA0647_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0647_SP_SET: BRIDGE
 MA0647_STAMPING: C 337 1966
 MA0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0647
 MA0647  HISTORY     - Date     Condition        Report By
 MA0647  HISTORY     - 1966     MONUMENTED       CGS
 MA0647  HISTORY     - 1967     GOOD             NGS
 MA0647  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 MA0647
 MA0647                          STATION DESCRIPTION
 MA0647
 MA0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0647'1 MI W FROM BRADFORD.
 MA0647'ABOUT 0.95 MILE WEST ALONG STATE HIGHWAY 346 FROM THE BALTIMORE
 MA0647'AND OHIO RAILROAD STATION AT BRADFORD, ABOUT 0.15 MILE WEST OF
 MA0647'THE JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 46, AT THE
 MA0647'INTERSECTION OF THE HIGHWAY, WHICH IS WEST WASHINGTON STREET,
 MA0647'AND HOBSON PLACE STREET, 17 1/2 FEET NORTH OF THE CENTER LINE OF
 MA0647'THE HIGHWAY, SET IN THE TOP OF THE WEST CONCRETE RETAINING WALL
 MA0647'AT A BRIDGE OVER A CREEK, ABOUT MIDWAY BETWEEN THE NORTH EDGE
 MA0647'OF THE BRIDGE AND THE SOUTH EDGE OF A SIDEWALK, 56 FEET WEST OF
 MA0647'THE CENTER LINE OF HOBSON PLACE STREET, 38 FEET SOUTHWEST OF THE
 MA0647'SOUTHWEST CORNER OF THE BROOK SIDE INN, 1.5 FEET SOUTH OF THE
 MA0647'SOUTH EDGE OF A SIDEWALK ABOUT LEVEL WITH THE SIDEWALK, AND
 MA0647'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 MA0647
 MA0647                          STATION RECOVERY (2004)
 MA0647
 MA0647'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0647'BRIDGE HAS BEEN REBUILT. AREA OF MARK COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0383 ***********************************************************************
 MA0383  DESIGNATION -  C 338
 MA0383  PID         -  MA0383
 MA0383  STATE/COUNTY-  PA/JEFFERSON
 MA0383  USGS QUAD   -  CARMAN (1994)
 MA0383
 MA0383                         *CURRENT SURVEY CONTROL
 MA0383  ___________________________________________________________________
 MA0383* NAD 83(1986)-  41 15 18.     (N)    078 48 10.     (W)     SCALED    
 MA0383* NAVD 88     -       438.338  (meters)    1438.11   (feet)  ADJUSTED  
 MA0383  ___________________________________________________________________
 MA0383  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 MA0383  DYNAMIC HT  -         438.138 (meters)    1437.46  (feet)  COMP
 MA0383  MODELED GRAV-     980,154.5   (mgal)                       NAVD 88
 MA0383
 MA0383  VERT ORDER  -  FIRST     CLASS I
 MA0383
 MA0383.The horizontal coordinates were scaled from a topographic map and have
 MA0383.an estimated accuracy of +/- 6 seconds.
 MA0383
 MA0383.The orthometric height was determined by differential leveling
 MA0383.and adjusted by the National Geodetic Survey in June 1991..
 MA0383
 MA0383.The geoid height was determined by GEOID03.
 MA0383
 MA0383.The dynamic height is computed by dividing the NAVD 88
 MA0383.geopotential number by the normal gravity value computed on the
 MA0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0383.degrees latitude (g = 980.6199 gals.).
 MA0383
 MA0383.The modeled gravity was interpolated from observed gravity values.
 MA0383
 MA0383;                    North         East    Units  Estimated Accuracy
 MA0383;SPC PA N     -   121,400.      511,770.      MT  (+/- 180 meters Scaled)
 MA0383
 MA0383                          SUPERSEDED SURVEY CONTROL
 MA0383
 MA0383  NGVD 29 (??/??/92)  438.489  (m)         1438.61   (f) ADJ UNCH    1 1
 MA0383
 MA0383.Superseded values are not recommended for survey control.
 MA0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0383.See file dsdata.txt to determine how the superseded data were derived.
 MA0383
 MA0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF840693(NAD 83)
 MA0383_MARKER: DB = BENCH MARK DISK
 MA0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0383_STAMPING: C 338 1966
 MA0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0383+STABILITY: SURFACE MOTION
 MA0383
 MA0383  HISTORY     - Date     Condition        Report By
 MA0383  HISTORY     - 1966     MONUMENTED       CGS
 MA0383  HISTORY     - 1967     GOOD             NGS
 MA0383
 MA0383                          STATION DESCRIPTION
 MA0383
 MA0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0383'0.4 MI NW FROM BROCKWAY.
 MA0383'ABOUT 0.35 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0383'FROM THE STATION AT BROCKWAY, 42 FEET SOUTHEAST OF THE 7TH
 MA0383'TELEPHONE POLE SOUTHEAST OF MILEPOST 193, 43 FEET SOUTHWEST OF
 MA0383'THE SOUTHWEST RAIL OF THE SOUTHWEST SET OF TRACKS, 41 FEET
 MA0383'NORTHEAST OF THE CENTER LINE OF A PAVED ROAD, 13 FEET SOUTHEAST
 MA0383'OF AN ELM TREE, 1.8 FEET NORTHEAST OF A METAL WITNESS POST,
 MA0383'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN THE TOP
 MA0383'OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0414 ***********************************************************************
 MA0414  DESIGNATION -  C 339
 MA0414  PID         -  MA0414
 MA0414  STATE/COUNTY-  PA/ELK
 MA0414  USGS QUAD   -  RIDGWAY (1988)
 MA0414
 MA0414                         *CURRENT SURVEY CONTROL
 MA0414  ___________________________________________________________________
 MA0414* NAD 83(1986)-  41 24 58.     (N)    078 44 23.     (W)     SCALED    
 MA0414* NAVD 88     -       442.782  (meters)    1452.69   (feet)  ADJUSTED  
 MA0414  ___________________________________________________________________
 MA0414  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 MA0414  DYNAMIC HT  -         442.588 (meters)    1452.06  (feet)  COMP
 MA0414  MODELED GRAV-     980,172.2   (mgal)                       NAVD 88
 MA0414
 MA0414  VERT ORDER  -  FIRST     CLASS I
 MA0414
 MA0414.The horizontal coordinates were scaled from a topographic map and have
 MA0414.an estimated accuracy of +/- 6 seconds.
 MA0414
 MA0414.The orthometric height was determined by differential leveling
 MA0414.and adjusted by the National Geodetic Survey in June 1991..
 MA0414
 MA0414.The geoid height was determined by GEOID03.
 MA0414
 MA0414.The dynamic height is computed by dividing the NAVD 88
 MA0414.geopotential number by the normal gravity value computed on the
 MA0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0414.degrees latitude (g = 980.6199 gals.).
 MA0414
 MA0414.The modeled gravity was interpolated from observed gravity values.
 MA0414
 MA0414;                    North         East    Units  Estimated Accuracy
 MA0414;SPC PA N     -   139,230.      517,260.      MT  (+/- 180 meters Scaled)
 MA0414
 MA0414                          SUPERSEDED SURVEY CONTROL
 MA0414
 MA0414  NGVD 29 (??/??/92)  442.942  (m)         1453.22   (f) ADJ UNCH    1 1
 MA0414
 MA0414.Superseded values are not recommended for survey control.
 MA0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0414.See file dsdata.txt to determine how the superseded data were derived.
 MA0414
 MA0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF888874(NAD 83)
 MA0414_MARKER: DB = BENCH MARK DISK
 MA0414_SETTING: 66 = SET IN ROCK OUTCROP
 MA0414_SP_SET: ROCK OUTCROP
 MA0414_STAMPING: C 339 1966
 MA0414_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA0414+STABILITY: POSITION/ELEVATION WELL
 MA0414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0414+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2002
 MA0414
 MA0414  HISTORY     - Date     Condition        Report By
 MA0414  HISTORY     - 1966     MONUMENTED       CGS
 MA0414  HISTORY     - 1967     GOOD             NGS
 MA0414  HISTORY     - 20020612 GOOD             INDIV
 MA0414  HISTORY     - 20050414 GOOD             USPSQD
 MA0414
 MA0414                          STATION DESCRIPTION
 MA0414
 MA0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0414'0.7 MI SW FROM RIDGWAY.
 MA0414'ABOUT 0.7 MILE SOUTHWEST ALONG STATE HIGHWAY 949 FROM THE POST
 MA0414'OFFICE AT RIDGWAY, 20 FEET SOUTHWEST OF THE CENTER LINE OF THE
 MA0414'HIGHWAY, SET IN THE TOP OF THE NORTH END OF A LONG SLOPING ROCK
 MA0414'OUTCROP, 61 FEET SOUTH AND ACROSS THE HIGHWAY FROM A POWER POLE,
 MA0414'44 FEET SOUTHEAST OF THE SOUTHEAST END OF A CONCRETE HEAD WALL
 MA0414'OF A CATCH BASIN, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 MA0414'HIGHWAY.
 MA0414
 MA0414                          STATION RECOVERY (2002)
 MA0414
 MA0414'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MJH)
 MA0414'RECOVERED IN GOOD CONDITION.
 MA0414
 MA0414                          STATION RECOVERY (2005)
 MA0414
 MA0414'RECOVERY NOTE BY US POWER SQUADRON 2005 (CH)
 MA0414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1434 ***********************************************************************
 LZ1434  DESIGNATION -  C 34
 LZ1434  PID         -  LZ1434
 LZ1434  STATE/COUNTY-  PA/TIOGA
 LZ1434  USGS QUAD   -  POTTER BROOK (1983)
 LZ1434
 LZ1434                         *CURRENT SURVEY CONTROL
 LZ1434  ___________________________________________________________________
 LZ1434* NAD 83(1986)-  41 54 48.     (N)    077 36 03.     (W)     SCALED    
 LZ1434* NAVD 88     -       444.775  (meters)    1459.23   (feet)  ADJUSTED  
 LZ1434  ___________________________________________________________________
 LZ1434  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 LZ1434  DYNAMIC HT  -         444.597 (meters)    1458.65  (feet)  COMP
 LZ1434  MODELED GRAV-     980,207.5   (mgal)                       NAVD 88
 LZ1434
 LZ1434  VERT ORDER  -  SECOND    CLASS 0
 LZ1434
 LZ1434.The horizontal coordinates were scaled from a topographic map and have
 LZ1434.an estimated accuracy of +/- 6 seconds.
 LZ1434
 LZ1434.The orthometric height was determined by differential leveling
 LZ1434.and adjusted by the National Geodetic Survey in June 1991..
 LZ1434
 LZ1434.The geoid height was determined by GEOID03.
 LZ1434
 LZ1434.The dynamic height is computed by dividing the NAVD 88
 LZ1434.geopotential number by the normal gravity value computed on the
 LZ1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1434.degrees latitude (g = 980.6199 gals.).
 LZ1434
 LZ1434.The modeled gravity was interpolated from observed gravity values.
 LZ1434
 LZ1434;                    North         East    Units  Estimated Accuracy
 LZ1434;SPC PA N     -   193,990.      612,380.      MT  (+/- 180 meters Scaled)
 LZ1434
 LZ1434                          SUPERSEDED SURVEY CONTROL
 LZ1434
 LZ1434  NGVD 29 (??/??/92)  444.91   (m)         1459.7    (f) COMPUTED    2 0
 LZ1434
 LZ1434.Superseded values are not recommended for survey control.
 LZ1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1434.See file dsdata.txt to determine how the superseded data were derived.
 LZ1434
 LZ1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM843434(NAD 83)
 LZ1434_MARKER: DB = BENCH MARK DISK
 LZ1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1434_STAMPING: C 34 1934
 LZ1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1434+STABILITY: SURFACE MOTION
 LZ1434
 LZ1434  HISTORY     - Date     Condition        Report By
 LZ1434  HISTORY     - 1934     MONUMENTED       CGS
 LZ1434  HISTORY     - 1942     GOOD             NGS
 LZ1434
 LZ1434                          STATION DESCRIPTION
 LZ1434
 LZ1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1434'AT POTTER BROOK.
 LZ1434'AT POTTER BROOK, TIOGA COUNTY, ON STATE HIGHWAY 49, ABOUT 300
 LZ1434'FEET WEST OF THE EAST CITY LIMITS, OPPOSITE THE A.D. STEVENS
 LZ1434'PROPERTY, ON THE GRACE PERKINS PROPERTY, ABOUT 120 FEET SOUTH
 LZ1434'OF THE PERKINS HOUSE, 30 FEET OFF THE CENTER LINE OF THE FINISHED
 LZ1434'HIGHWAY GRADE, AND LEVEL WITH THE FINISHED HIGHWAY GRADE.  A
 LZ1434'STANDARD DISK, STAMPED C 34 1934 AND SET IN THE TOP OF A CONCRETE
 LZ1434'POST.
 LZ1434
 LZ1434                          STATION RECOVERY (1942)
 LZ1434
 LZ1434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 LZ1434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1024 ***********************************************************************
 LZ1024  DESIGNATION -  C 34
 LZ1024  PID         -  LZ1024
 LZ1024  STATE/COUNTY-  PA/CLINTON
 LZ1024  USGS QUAD   -  LOCK HAVEN (1986)
 LZ1024
 LZ1024                         *CURRENT SURVEY CONTROL
 LZ1024  ___________________________________________________________________
 LZ1024* NAD 83(1986)-  41 08 15.     (N)    077 26 52.     (W)     SCALED    
 LZ1024* NAVD 88     -       171.728  (meters)     563.41   (feet)  ADJUSTED  
 LZ1024  ___________________________________________________________________
 LZ1024  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 LZ1024  DYNAMIC HT  -         171.651 (meters)     563.16  (feet)  COMP
 LZ1024  MODELED GRAV-     980,170.2   (mgal)                       NAVD 88
 LZ1024
 LZ1024  VERT ORDER  -  SECOND    CLASS 0
 LZ1024
 LZ1024.The horizontal coordinates were scaled from a topographic map and have
 LZ1024.an estimated accuracy of +/- 6 seconds.
 LZ1024
 LZ1024.The orthometric height was determined by differential leveling
 LZ1024.and adjusted by the National Geodetic Survey in June 1991..
 LZ1024
 LZ1024.The geoid height was determined by GEOID03.
 LZ1024
 LZ1024.The dynamic height is computed by dividing the NAVD 88
 LZ1024.geopotential number by the normal gravity value computed on the
 LZ1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1024.degrees latitude (g = 980.6199 gals.).
 LZ1024
 LZ1024.The modeled gravity was interpolated from observed gravity values.
 LZ1024
 LZ1024;                    North         East    Units  Estimated Accuracy
 LZ1024;SPC PA N     -   107,860.      625,370.      MT  (+/- 180 meters Scaled)
 LZ1024
 LZ1024                          SUPERSEDED SURVEY CONTROL
 LZ1024
 LZ1024  NGVD 29 (??/??/92)  171.930  (m)          564.07   (f) ADJ UNCH    2 0
 LZ1024
 LZ1024.Superseded values are not recommended for survey control.
 LZ1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1024.See file dsdata.txt to determine how the superseded data were derived.
 LZ1024
 LZ1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL945569(NAD 83)
 LZ1024_MARKER: DD = SURVEY DISK
 LZ1024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1024_SP_SET: STEP
 LZ1024_STAMPING: C 34 PA 1921
 LZ1024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1024
 LZ1024  HISTORY     - Date     Condition        Report By
 LZ1024  HISTORY     - 1921     MONUMENTED       USGS
 LZ1024  HISTORY     - 1969     GOOD             NGS
 LZ1024
 LZ1024                          STATION DESCRIPTION
 LZ1024
 LZ1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ1024'AT LOCK HAVEN.
 LZ1024'AT LOCK HAVEN, CLINTON COUNTY, AT THE SOUTH SIDE OF THE NEW
 LZ1024'POST OFFICE BUILDING, AT THE ENTRANCE, AND IN THE TOP OF THE
 LZ1024'EAST END OF THE TOP GRANITE STEP.  A UNITED STATES GEOLOGICAL
 LZ1024'SURVEY STANDARD DISK, STAMPED C 34 PA. 1921.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0978 ***********************************************************************
 KX0978  DESIGNATION -  C 341
 KX0978  PID         -  KX0978
 KX0978  STATE/COUNTY-  PA/WESTMORELAND
 KX0978  USGS QUAD   -  BOLIVAR (1993)
 KX0978
 KX0978                         *CURRENT SURVEY CONTROL
 KX0978  ___________________________________________________________________
 KX0978* NAD 83(1986)-  40 23 50.     (N)    079 08 03.     (W)     SCALED    
 KX0978* NAVD 88     -       322.905  (meters)    1059.40   (feet)  ADJUSTED  
 KX0978  ___________________________________________________________________
 KX0978  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KX0978  DYNAMIC HT  -         322.734 (meters)    1058.84  (feet)  COMP
 KX0978  MODELED GRAV-     980,087.8   (mgal)                       NAVD 88
 KX0978
 KX0978  VERT ORDER  -  FIRST     CLASS I
 KX0978
 KX0978.The horizontal coordinates were scaled from a topographic map and have
 KX0978.an estimated accuracy of +/- 6 seconds.
 KX0978
 KX0978.The orthometric height was determined by differential leveling
 KX0978.and adjusted by the National Geodetic Survey in June 1991..
 KX0978
 KX0978.The geoid height was determined by GEOID03.
 KX0978
 KX0978.The dynamic height is computed by dividing the NAVD 88
 KX0978.geopotential number by the normal gravity value computed on the
 KX0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0978.degrees latitude (g = 980.6199 gals.).
 KX0978
 KX0978.The modeled gravity was interpolated from observed gravity values.
 KX0978
 KX0978;                    North         East    Units  Estimated Accuracy
 KX0978;SPC PA S     -   119,050.      482,500.      MT  (+/- 180 meters Scaled)
 KX0978
 KX0978                          SUPERSEDED SURVEY CONTROL
 KX0978
 KX0978  NGVD 29 (??/??/92)  323.072  (m)         1059.95   (f) ADJ UNCH    1 1
 KX0978
 KX0978.Superseded values are not recommended for survey control.
 KX0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0978.See file dsdata.txt to determine how the superseded data were derived.
 KX0978
 KX0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE583735(NAD 83)
 KX0978_MARKER: DB = BENCH MARK DISK
 KX0978_SETTING: 66 = SET IN ROCK OUTCROP
 KX0978_SP_SET: ROCK CUT
 KX0978_STAMPING: C 341 1966
 KX0978_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX0978+STABILITY: POSITION/ELEVATION WELL
 KX0978
 KX0978  HISTORY     - Date     Condition        Report By
 KX0978  HISTORY     - 1966     MONUMENTED       CGS
 KX0978
 KX0978                          STATION DESCRIPTION
 KX0978
 KX0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0978'0.8 MI E FROM BOLIVAR.
 KX0978'0.75 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE RAILROAD
 KX0978'OVERPASS OVER STATE HIGHWAY 259, 120 FEET SOUTHEAST AND ACROSS
 KX0978'THE TRACK FROM MILEPOST 294, SET IN THE TOP OF A ROCK THAT IS
 KX0978'ABOUT 4 FEET WIDE AND 1 FOOT HIGH THAT PROJECTS OUT OF A LONG
 KX0978'25 FOOT HIGH CUT, 34 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 KX0978'ONE OF THREE TRACKS, 1.2 FEET SOUTH OF THE NORTH CORNER OF THE
 KX0978'ROCK AND ABOUT 2 FEET ABOVE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1203 ***********************************************************************
 KX1203  DESIGNATION -  C 342
 KX1203  PID         -  KX1203
 KX1203  STATE/COUNTY-  PA/WESTMORELAND
 KX1203  USGS QUAD   -  GREENSBURG (1993)
 KX1203
 KX1203                         *CURRENT SURVEY CONTROL
 KX1203  ___________________________________________________________________
 KX1203* NAD 83(1986)-  40 18 14.     (N)    079 33 09.     (W)     SCALED    
 KX1203* NAVD 88     -       337.875  (meters)    1108.51   (feet)  ADJUSTED  
 KX1203  ___________________________________________________________________
 KX1203  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KX1203  DYNAMIC HT  -         337.693 (meters)    1107.91  (feet)  COMP
 KX1203  MODELED GRAV-     980,077.2   (mgal)                       NAVD 88
 KX1203
 KX1203  VERT ORDER  -  FIRST     CLASS I
 KX1203
 KX1203.The horizontal coordinates were scaled from a topographic map and have
 KX1203.an estimated accuracy of +/- 6 seconds.
 KX1203
 KX1203.The orthometric height was determined by differential leveling
 KX1203.and adjusted by the National Geodetic Survey in June 1991..
 KX1203
 KX1203.The geoid height was determined by GEOID03.
 KX1203
 KX1203.The dynamic height is computed by dividing the NAVD 88
 KX1203.geopotential number by the normal gravity value computed on the
 KX1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1203.degrees latitude (g = 980.6199 gals.).
 KX1203
 KX1203.The modeled gravity was interpolated from observed gravity values.
 KX1203
 KX1203;                    North         East    Units  Estimated Accuracy
 KX1203;SPC PA S     -   109,330.      446,780.      MT  (+/- 180 meters Scaled)
 KX1203
 KX1203                          SUPERSEDED SURVEY CONTROL
 KX1203
 KX1203  NGVD 29 (??/??/92)  338.032  (m)         1109.03   (f) ADJ UNCH    1 1
 KX1203
 KX1203.Superseded values are not recommended for survey control.
 KX1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1203.See file dsdata.txt to determine how the superseded data were derived.
 KX1203
 KX1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE230624(NAD 83)
 KX1203_MARKER: DB = BENCH MARK DISK
 KX1203_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KX1203_SP_SET: 12 1/2 FEET
 KX1203_STAMPING: C 342 1966
 KX1203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1203
 KX1203  HISTORY     - Date     Condition        Report By
 KX1203  HISTORY     - 1966     MONUMENTED       CGS
 KX1203
 KX1203                          STATION DESCRIPTION
 KX1203
 KX1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX1203'AT GREENSBURG.
 KX1203'ABOUT 0.2 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1203'STATION AT GREENSBURG, ABOUT 0.2 MILE WEST OF MILEPOST 322, IN
 KX1203'THE FREIGHT YARDS AND ABOUT 0.1 MILE EAST OF THE FREIGHT STATION,
 KX1203'140 FEET EAST OF A 1 FOOT HIGH CONCRETE WALL AT THE EAST END OF
 KX1203'A BRICK LOADING RAMP, 34.8 FEET SOUTH AND ACROSS A YARD TRACK
 KX1203'FROM THE SOUTH RAIL OF THE SOUTH ONE OF FOUR MAIN LINE TRACKS,
 KX1203'15 FEET NORTH OF THE NORTH RAIL OF THE NORTH ONE OF SEVERAL
 KX1203'YARD TRACKS, 1 FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL
 KX1203'WITH YARD TRACKS AND 2 1/2 FEET BELOW LEVEL OF MAIN TRACKS.
 KX1203'AND IS A DISK ON COPPER COATED STEEL ROD PROJECTING 3 INCHES
 KX1203'AND PROTECTED BY A 5-INCH METAL PIPE WHICH PROJECTS 5 INCHES.
 KX1203'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 12 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1263 ***********************************************************************
 KX1263  DESIGNATION -  C 343
 KX1263  PID         -  KX1263
 KX1263  STATE/COUNTY-  PA/ALLEGHENY
 KX1263  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1263
 KX1263                         *CURRENT SURVEY CONTROL
 KX1263  ___________________________________________________________________
 KX1263* NAD 83(1986)-  40 25 52.     (N)    079 57 33.     (W)     SCALED    
 KX1263* NAVD 88     -       228.555  (meters)     749.85   (feet)  ADJUSTED  
 KX1263  ___________________________________________________________________
 KX1263  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 KX1263  DYNAMIC HT  -         228.437 (meters)     749.46  (feet)  COMP
 KX1263  MODELED GRAV-     980,104.3   (mgal)                       NAVD 88
 KX1263
 KX1263  VERT ORDER  -  FIRST     CLASS I
 KX1263
 KX1263.The horizontal coordinates were scaled from a topographic map and have
 KX1263.an estimated accuracy of +/- 6 seconds.
 KX1263
 KX1263.The orthometric height was determined by differential leveling
 KX1263.and adjusted by the National Geodetic Survey in June 1991..
 KX1263
 KX1263.The geoid height was determined by GEOID03.
 KX1263
 KX1263.The dynamic height is computed by dividing the NAVD 88
 KX1263.geopotential number by the normal gravity value computed on the
 KX1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1263.degrees latitude (g = 980.6199 gals.).
 KX1263
 KX1263.The modeled gravity was interpolated from observed gravity values.
 KX1263
 KX1263;                    North         East    Units  Estimated Accuracy
 KX1263;SPC PA S     -   124,240.      412,570.      MT  (+/- 180 meters Scaled)
 KX1263
 KX1263                          SUPERSEDED SURVEY CONTROL
 KX1263
 KX1263  NGVD 29 (??/??/92)  228.721  (m)          750.40   (f) ADJ UNCH    1 1
 KX1263
 KX1263.Superseded values are not recommended for survey control.
 KX1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1263.See file dsdata.txt to determine how the superseded data were derived.
 KX1263
 KX1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE882761(NAD 83)
 KX1263_MARKER: DB = BENCH MARK DISK
 KX1263_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1263_SP_SET: OVERPASS
 KX1263_STAMPING: C 343
 KX1263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1263
 KX1263  HISTORY     - Date     Condition        Report By
 KX1263  HISTORY     - UNK      MONUMENTED       PADT
 KX1263  HISTORY     - 1966     GOOD             NGS
 KX1263
 KX1263                          STATION DESCRIPTION
 KX1263
 KX1263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX1263'AT PITTSBURGH.
 KX1263'ABOUT 2.15 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD
 KX1263'FROM THE STATION AT PITTSBURGH, SET IN THE TOP OF THE WINGWALL
 KX1263'AT THE WEST CORNER OF THE RAILROAD OVERPASS OVER STATE HIGHWAY
 KX1263'885 AND BATES STREET, 6 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 KX1263'OF THE EAST BOUND TRACK, 0.9 FOOT NORTHWEST OF THE NORTHWEST
 KX1263'END OF THE SOUTHWEST HEADWALL OF THE OVERPASS AND 1 FOOT
 KX1263'BELOW LEVEL OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0028 ***********************************************************************
 KX0028  DESIGNATION -  C 344
 KX0028  PID         -  KX0028
 KX0028  STATE/COUNTY-  PA/BLAIR
 KX0028  USGS QUAD   -  TYRONE (1994)
 KX0028
 KX0028                         *CURRENT SURVEY CONTROL
 KX0028  ___________________________________________________________________
 KX0028* NAD 83(1986)-  40 40 01.     (N)    078 14 29.     (W)     SCALED    
 KX0028* NAVD 88     -       278.030  (meters)     912.17   (feet)  ADJUSTED  
 KX0028  ___________________________________________________________________
 KX0028  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KX0028  DYNAMIC HT  -         277.890 (meters)     911.71  (feet)  COMP
 KX0028  MODELED GRAV-     980,113.5   (mgal)                       NAVD 88
 KX0028
 KX0028  VERT ORDER  -  FIRST     CLASS I
 KX0028
 KX0028.The horizontal coordinates were scaled from a topographic map and have
 KX0028.an estimated accuracy of +/- 6 seconds.
 KX0028
 KX0028.The orthometric height was determined by differential leveling
 KX0028.and adjusted by the National Geodetic Survey in June 1991..
 KX0028
 KX0028.The geoid height was determined by GEOID03.
 KX0028
 KX0028.The dynamic height is computed by dividing the NAVD 88
 KX0028.geopotential number by the normal gravity value computed on the
 KX0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0028.degrees latitude (g = 980.6199 gals.).
 KX0028
 KX0028.The modeled gravity was interpolated from observed gravity values.
 KX0028
 KX0028;                    North         East    Units  Estimated Accuracy
 KX0028;SPC PA S     -   148,190.      558,450.      MT  (+/- 180 meters Scaled)
 KX0028
 KX0028                          SUPERSEDED SURVEY CONTROL
 KX0028
 KX0028  NGVD 29 (??/??/92)  278.204  (m)          912.74   (f) ADJ UNCH    1 1
 KX0028
 KX0028.Superseded values are not recommended for survey control.
 KX0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0028.See file dsdata.txt to determine how the superseded data were derived.
 KX0028
 KX0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF331054(NAD 83)
 KX0028_MARKER: DB = BENCH MARK DISK
 KX0028_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KX0028_SP_SET: 30 FEET
 KX0028_STAMPING: C 344 1966
 KX0028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0028
 KX0028  HISTORY     - Date     Condition        Report By
 KX0028  HISTORY     - 1966     MONUMENTED       CGS
 KX0028
 KX0028                          STATION DESCRIPTION
 KX0028
 KX0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0028'0.2 MI SW FROM TYRONE.
 KX0028'ABOUT 0.2 MILE SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX0028'THE STATION AT TYRONE, ABOUT 179 YARDS SOUTHWEST OF THE FIRST
 KX0028'ROAD CROSSING SOUTHWEST OF THE STATION, 57 FEET NORTHWEST
 KX0028'OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 105.0 FEET
 KX0028'NORTHEAST OF THE NORTHWEST END OF A CONCRETE FOUNDATION FOR
 KX0028'ABANDONED WATER TANK, 56 FEET WEST OF THE WEST CORNER OF THE
 KX0028'WEST CONCRETE BASE FOR THE WILSON INTERLOCKING TOWER (A BRIDGE
 KX0028'SIGNAL FOR THE 3 NORTHWEST TRACKS), 1.5 FEET NORTHEAST OF A
 KX0028'METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND IS A DISK
 KX0028'ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING 3 INCHES ABOVE
 KX0028'THE LEVEL OF THE GROUND AND PROTECTED BY A 6 INCH IRON PIPE
 KX0028'WHICH PROJECTS 3 INCHES ABOVE THE LEVEL OF THE GROUND.  THE
 KX0028'ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 30.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0398 ***********************************************************************
 KX0398  DESIGNATION -  C 345
 KX0398  PID         -  KX0398
 KX0398  STATE/COUNTY-  PA/BLAIR
 KX0398  USGS QUAD   -  CRESSON (1984)
 KX0398
 KX0398                         *CURRENT SURVEY CONTROL
 KX0398  ___________________________________________________________________
 KX0398* NAD 83(1986)-  40 28 48.     (N)    078 30 52.     (W)     SCALED    
 KX0398* NAVD 88     -       611.659  (meters)    2006.75   (feet)  ADJUSTED  
 KX0398  ___________________________________________________________________
 KX0398  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KX0398  DYNAMIC HT  -         611.319 (meters)    2005.64  (feet)  COMP
 KX0398  MODELED GRAV-     980,048.3   (mgal)                       NAVD 88
 KX0398
 KX0398  VERT ORDER  -  FIRST     CLASS I
 KX0398
 KX0398.The horizontal coordinates were scaled from a topographic map and have
 KX0398.an estimated accuracy of +/- 6 seconds.
 KX0398
 KX0398.The orthometric height was determined by differential leveling
 KX0398.and adjusted by the National Geodetic Survey in June 1991..
 KX0398
 KX0398.The geoid height was determined by GEOID03.
 KX0398
 KX0398.The dynamic height is computed by dividing the NAVD 88
 KX0398.geopotential number by the normal gravity value computed on the
 KX0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0398.degrees latitude (g = 980.6199 gals.).
 KX0398
 KX0398.The modeled gravity was interpolated from observed gravity values.
 KX0398
 KX0398;                    North         East    Units  Estimated Accuracy
 KX0398;SPC PA S     -   127,600.      535,180.      MT  (+/- 180 meters Scaled)
 KX0398
 KX0398                          SUPERSEDED SURVEY CONTROL
 KX0398
 KX0398  NGVD 29 (??/??/92)  611.797  (m)         2007.20   (f) ADJ UNCH    1 1
 KX0398
 KX0398.Superseded values are not recommended for survey control.
 KX0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0398.See file dsdata.txt to determine how the superseded data were derived.
 KX0398
 KX0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE106840(NAD 83)
 KX0398_MARKER: DB = BENCH MARK DISK
 KX0398_SETTING: 66 = SET IN ROCK OUTCROP
 KX0398_SP_SET: ROCK SHELF
 KX0398_STAMPING: C 345 1966
 KX0398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX0398+STABILITY: POSITION/ELEVATION WELL
 KX0398
 KX0398  HISTORY     - Date     Condition        Report By
 KX0398  HISTORY     - 1966     MONUMENTED       CGS
 KX0398
 KX0398                          STATION DESCRIPTION
 KX0398
 KX0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0398'2 MI E FROM GALLITZIN.
 KX0398'ABOUT 2.05 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0398'JACKSON STREET OVERPASS AT GALLITZIN, 261 FEET NORTH OF MILEPOST 246,
 KX0398'AT THE BASE OF A CUT, ON TOP OF A ROCK SHELF, 248 FEET SOUTH OF
 KX0398'THE NORTH END OF THE ROCK CUT, 13.2 FEET EAST OF THE EAST RAIL
 KX0398'AND 0.5 FOOT WEST OF THE WEST FACE OF CUT, 1.8 FEET ABOVE THE
 KX0398'LEVEL OF THE GROUND AND 1 FOOT ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0441 ***********************************************************************
 KX0441  DESIGNATION -  C 346
 KX0441  PID         -  KX0441
 KX0441  STATE/COUNTY-  PA/CAMBRIA
 KX0441  USGS QUAD   -  GEISTOWN (1993)
 KX0441
 KX0441                         *CURRENT SURVEY CONTROL
 KX0441  ___________________________________________________________________
 KX0441* NAD 83(1986)-  40 22 26.     (N)    078 45 28.     (W)     SCALED    
 KX0441* NAVD 88     -       469.020  (meters)    1538.78   (feet)  ADJUSTED  
 KX0441  ___________________________________________________________________
 KX0441  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KX0441  DYNAMIC HT  -         468.760 (meters)    1537.92  (feet)  COMP
 KX0441  MODELED GRAV-     980,056.0   (mgal)                       NAVD 88
 KX0441
 KX0441  VERT ORDER  -  FIRST     CLASS I
 KX0441
 KX0441.The horizontal coordinates were scaled from a topographic map and have
 KX0441.an estimated accuracy of +/- 6 seconds.
 KX0441
 KX0441.The orthometric height was determined by differential leveling
 KX0441.and adjusted by the National Geodetic Survey in June 1991..
 KX0441
 KX0441.The geoid height was determined by GEOID03.
 KX0441
 KX0441.The dynamic height is computed by dividing the NAVD 88
 KX0441.geopotential number by the normal gravity value computed on the
 KX0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0441.degrees latitude (g = 980.6199 gals.).
 KX0441
 KX0441.The modeled gravity was interpolated from observed gravity values.
 KX0441
 KX0441;                    North         East    Units  Estimated Accuracy
 KX0441;SPC PA S     -   116,030.      514,420.      MT  (+/- 180 meters Scaled)
 KX0441
 KX0441                          SUPERSEDED SURVEY CONTROL
 KX0441
 KX0441  NGVD 29 (??/??/92)  469.165  (m)         1539.25   (f) ADJ UNCH    1 1
 KX0441
 KX0441.Superseded values are not recommended for survey control.
 KX0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0441.See file dsdata.txt to determine how the superseded data were derived.
 KX0441
 KX0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE903716(NAD 83)
 KX0441_MARKER: DD = SURVEY DISK
 KX0441_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0441_SP_SET: ABUTMENT
 KX0441_STAMPING: C 346
 KX0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0441
 KX0441  HISTORY     - Date     Condition        Report By
 KX0441  HISTORY     - UNK      MONUMENTED       PADT
 KX0441  HISTORY     - 1966     GOOD             NGS
 KX0441
 KX0441                          STATION DESCRIPTION
 KX0441
 KX0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0441'4.9 MI SW FROM PORTAGE.
 KX0441'ABOUT 4.8 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX0441'THE STATE HIGHWAY 164 OVERPASS AT PORTAGE, THENCE 0.1 MILE
 KX0441'SOUTHEAST ALONG PRINGLE STREET, AT SUMMERHILL, SET ON THE TOP
 KX0441'OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF A
 KX0441'30-FOOT BRIDGE OVER LAUREL RUN, 106 FEET EAST OF THE JUNCTION OF
 KX0441'MAIN STREET AND STATE HIGHWAY 53, 312 FEET SOUTHWEST OF BENCH
 KX0441'MARK B 346 (PDH) DESCRIBED AND 1 FOOT ABOVE THE LEVEL OF THE
 KX0441'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0032 ***********************************************************************
 KY0032  DESIGNATION -  C 347
 KY0032  PID         -  KY0032
 KY0032  STATE/COUNTY-  PA/BEAVER
 KY0032  USGS QUAD   -  BEAVER (1979)
 KY0032
 KY0032                         *CURRENT SURVEY CONTROL
 KY0032  ___________________________________________________________________
 KY0032* NAD 83(1986)-  40 39 45.     (N)    080 15 18.     (W)     SCALED    
 KY0032* NAVD 88     -       229.225  (meters)     752.05   (feet)  ADJUSTED  
 KY0032  ___________________________________________________________________
 KY0032  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 KY0032  DYNAMIC HT  -         229.107 (meters)     751.66  (feet)  COMP
 KY0032  MODELED GRAV-     980,107.9   (mgal)                       NAVD 88
 KY0032
 KY0032  VERT ORDER  -  FIRST     CLASS I
 KY0032
 KY0032.The horizontal coordinates were scaled from a topographic map and have
 KY0032.an estimated accuracy of +/- 6 seconds.
 KY0032
 KY0032.The orthometric height was determined by differential leveling
 KY0032.and adjusted by the National Geodetic Survey in June 1991..
 KY0032
 KY0032.The geoid height was determined by GEOID03.
 KY0032
 KY0032.The dynamic height is computed by dividing the NAVD 88
 KY0032.geopotential number by the normal gravity value computed on the
 KY0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0032.degrees latitude (g = 980.6199 gals.).
 KY0032
 KY0032.The modeled gravity was interpolated from observed gravity values.
 KY0032
 KY0032;                    North         East    Units  Estimated Accuracy
 KY0032;SPC PA S     -   150,590.      388,210.      MT  (+/- 180 meters Scaled)
 KY0032
 KY0032                          SUPERSEDED SURVEY CONTROL
 KY0032
 KY0032  NGVD 29 (??/??/92)  229.347  (m)          752.45   (f) ADJ UNCH    1 1
 KY0032
 KY0032.Superseded values are not recommended for survey control.
 KY0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0032.See file dsdata.txt to determine how the superseded data were derived.
 KY0032
 KY0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF629015(NAD 83)
 KY0032_MARKER: DB = BENCH MARK DISK
 KY0032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0032_SP_SET: PIER
 KY0032_STAMPING: C 347 1966
 KY0032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0032
 KY0032  HISTORY     - Date     Condition        Report By
 KY0032  HISTORY     - 1966     MONUMENTED       CGS
 KY0032
 KY0032                          STATION DESCRIPTION
 KY0032
 KY0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KY0032'2.2 MI S FROM MONACA.
 KY0032'ABOUT 2.2 MILES SOUTH ALONG THE PITTSBURGH AND LAKE ERIE RAILROAD
 KY0032'FROM THE STATION AT MONACA, ABOUT 0.25 MILE NORTH OF MILEPOST NO.
 KY0032'P 22, SET IN THE TOP OF THE NORTH END OF THE CONCRETE BASE TO THE
 KY0032'WEST PIER UNDER AN OVERPASS OVER THE TRACKS, 22.9 FEET WEST OF THE
 KY0032'WEST RAIL OF THE WEST ONE OF SEVERAL TRACKS, 1.8 FEET SOUTH OF THE
 KY0032'NORTH END OF THE BASE AND ABOUT LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1710 ***********************************************************************
 MA1710  DESIGNATION -  C 348
 MA1710  PID         -  MA1710
 MA1710  STATE/COUNTY-  PA/CRAWFORD
 MA1710  USGS QUAD   -  SUGAR LAKE (1969)
 MA1710
 MA1710                         *CURRENT SURVEY CONTROL
 MA1710  ___________________________________________________________________
 MA1710* NAD 83(1986)-  41 36 02.     (N)    079 59 22.     (W)     SCALED    
 MA1710* NAVD 88     -       407.614  (meters)    1337.31   (feet)  ADJUSTED  
 MA1710  ___________________________________________________________________
 MA1710  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 MA1710  DYNAMIC HT  -         407.441 (meters)    1336.75  (feet)  COMP
 MA1710  MODELED GRAV-     980,186.1   (mgal)                       NAVD 88
 MA1710
 MA1710  VERT ORDER  -  SECOND    CLASS 0
 MA1710
 MA1710.The horizontal coordinates were scaled from a topographic map and have
 MA1710.an estimated accuracy of +/- 6 seconds.
 MA1710
 MA1710.The orthometric height was determined by differential leveling
 MA1710.and adjusted by the National Geodetic Survey in June 1991..
 MA1710
 MA1710.The geoid height was determined by GEOID03.
 MA1710
 MA1710.The dynamic height is computed by dividing the NAVD 88
 MA1710.geopotential number by the normal gravity value computed on the
 MA1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1710.degrees latitude (g = 980.6199 gals.).
 MA1710
 MA1710.The modeled gravity was interpolated from observed gravity values.
 MA1710
 MA1710;                    North         East    Units  Estimated Accuracy
 MA1710;SPC PA N     -   161,650.      413,330.      MT  (+/- 180 meters Scaled)
 MA1710
 MA1710                          SUPERSEDED SURVEY CONTROL
 MA1710
 MA1710  NGVD 29 (??/??/92)  407.786  (m)         1337.88   (f) ADJ UNCH    2 0
 MA1710
 MA1710.Superseded values are not recommended for survey control.
 MA1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1710.See file dsdata.txt to determine how the superseded data were derived.
 MA1710
 MA1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG842059(NAD 83)
 MA1710_MARKER: DB = BENCH MARK DISK
 MA1710_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1710_SP_SET: BRIDGE
 MA1710_STAMPING: C 348 1967
 MA1710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1710
 MA1710  HISTORY     - Date     Condition        Report By
 MA1710  HISTORY     - 1967     MONUMENTED       CGS
 MA1710  HISTORY     - 20000801 GOOD             PADT
 MA1710
 MA1710                          STATION DESCRIPTION
 MA1710
 MA1710'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MA1710'9.3 MI E FROM MEADVILLE.
 MA1710'ABOUT 9.3 MILES EAST ALONG STATE HIGHWAY 27 FROM ITS JUNCTION
 MA1710'WITH STATE HIGHWAY 77 IN MEADVILLE, 13 FEET NORTHEAST OF THE
 MA1710'CENTERLINE OF HIGHWAY, SET IN THE TOP OF THE NORTHWEST WINGWALL
 MA1710'OF A BRIDGE AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 MA1710
 MA1710                          STATION RECOVERY (2000)
 MA1710
 MA1710'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 MA1710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1616 ***********************************************************************
 MA1616  DESIGNATION -  C 349
 MA1616  PID         -  MA1616
 MA1616  STATE/COUNTY-  PA/WARREN
 MA1616  USGS QUAD   -  COLUMBUS (1990)
 MA1616
 MA1616                         *CURRENT SURVEY CONTROL
 MA1616  ___________________________________________________________________
 MA1616* NAD 83(1986)-  41 56 17.     (N)    079 34 49.     (W)     SCALED    
 MA1616* NAVD 88     -       434.127  (meters)    1424.30   (feet)  ADJUSTED  
 MA1616  ___________________________________________________________________
 MA1616  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 MA1616  DYNAMIC HT  -         433.950 (meters)    1423.72  (feet)  COMP
 MA1616  MODELED GRAV-     980,201.5   (mgal)                       NAVD 88
 MA1616
 MA1616  VERT ORDER  -  SECOND    CLASS 0
 MA1616
 MA1616.The horizontal coordinates were scaled from a topographic map and have
 MA1616.an estimated accuracy of +/- 6 seconds.
 MA1616
 MA1616.The orthometric height was determined by differential leveling
 MA1616.and adjusted by the National Geodetic Survey in June 1991..
 MA1616
 MA1616.The geoid height was determined by GEOID03.
 MA1616
 MA1616.The dynamic height is computed by dividing the NAVD 88
 MA1616.geopotential number by the normal gravity value computed on the
 MA1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1616.degrees latitude (g = 980.6199 gals.).
 MA1616
 MA1616.The modeled gravity was interpolated from observed gravity values.
 MA1616
 MA1616;                    North         East    Units  Estimated Accuracy
 MA1616;SPC PA N     -   198,330.      448,230.      MT  (+/- 180 meters Scaled)
 MA1616
 MA1616                          SUPERSEDED SURVEY CONTROL
 MA1616
 MA1616  NGVD 29 (??/??/92)  434.281  (m)         1424.80   (f) ADJ UNCH    2 0
 MA1616
 MA1616.Superseded values are not recommended for survey control.
 MA1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1616.See file dsdata.txt to determine how the superseded data were derived.
 MA1616
 MA1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG176438(NAD 83)
 MA1616_MARKER: DB = BENCH MARK DISK
 MA1616_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1616_SP_SET: OVERPASS
 MA1616_STAMPING: C 349 1967
 MA1616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA1616+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 MA1616
 MA1616  HISTORY     - Date     Condition        Report By
 MA1616  HISTORY     - 1967     MONUMENTED       CGS
 MA1616  HISTORY     - 1968     GOOD             NGS
 MA1616  HISTORY     - 20020601 GOOD             USPSQD
 MA1616  HISTORY     - 20050622 GOOD             NYDT
 MA1616
 MA1616                          STATION DESCRIPTION
 MA1616
 MA1616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MA1616'0.5 MI SE FROM COLUMBUS.
 MA1616'0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION
 MA1616'WITH STATE HIGHWAY 957 IN COLUMBUS, SET IN THE TOP OF THE
 MA1616'NORTHEAST WINGWALL OF A RAILROAD OVERPASS, 6.0 FEET NORTH OF
 MA1616'THE NORTH RAIL OF RAILROAD, ABOUT 20 FEET ABOVE THE HIGHWAY,
 MA1616'AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE RAILROAD.
 MA1616
 MA1616                          STATION RECOVERY (2002)
 MA1616
 MA1616'RECOVERY NOTE BY US POWER SQUADRON 2002 (WR)
 MA1616'RECOVERED IN GOOD CONDITION.
 MA1616
 MA1616                          STATION RECOVERY (2005)
 MA1616
 MA1616'RECOVERY NOTE BY NY DEPT OF TRANSP 2005 (PGS)
 MA1616'LOCATION OF STATION USING HAND HELD GPS
 MA1616'N  41 56 17.0
 MA1616'W 079 34 49.6
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1460 ***********************************************************************
 LZ1460  DESIGNATION -  C 35
 LZ1460  PID         -  LZ1460
 LZ1460  STATE/COUNTY-  PA/POTTER
 LZ1460  USGS QUAD   -  ULYSSES (1969)
 LZ1460
 LZ1460                         *CURRENT SURVEY CONTROL
 LZ1460  ___________________________________________________________________
 LZ1460* NAD 83(1986)-  41 56 42.     (N)    077 49 06.     (W)     SCALED    
 LZ1460* NAVD 88     -       539.850  (meters)    1771.16   (feet)  ADJUSTED  
 LZ1460  ___________________________________________________________________
 LZ1460  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 LZ1460  DYNAMIC HT  -         539.630 (meters)    1770.44  (feet)  COMP
 LZ1460  MODELED GRAV-     980,197.0   (mgal)                       NAVD 88
 LZ1460
 LZ1460  VERT ORDER  -  SECOND    CLASS 0
 LZ1460
 LZ1460.The horizontal coordinates were scaled from a topographic map and have
 LZ1460.an estimated accuracy of +/- 6 seconds.
 LZ1460
 LZ1460.The orthometric height was determined by differential leveling
 LZ1460.and adjusted by the National Geodetic Survey in June 1991..
 LZ1460
 LZ1460.The geoid height was determined by GEOID03.
 LZ1460
 LZ1460.The dynamic height is computed by dividing the NAVD 88
 LZ1460.geopotential number by the normal gravity value computed on the
 LZ1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1460.degrees latitude (g = 980.6199 gals.).
 LZ1460
 LZ1460.The modeled gravity was interpolated from observed gravity values.
 LZ1460
 LZ1460;                    North         East    Units  Estimated Accuracy
 LZ1460;SPC PA N     -   197,500.      594,330.      MT  (+/- 180 meters Scaled)
 LZ1460
 LZ1460                          SUPERSEDED SURVEY CONTROL
 LZ1460
 LZ1460  NGVD 29 (??/??/92)  539.986  (m)         1771.60   (f) ADJ UNCH    2 0
 LZ1460
 LZ1460.Superseded values are not recommended for survey control.
 LZ1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1460.See file dsdata.txt to determine how the superseded data were derived.
 LZ1460
 LZ1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM663475(NAD 83)
 LZ1460_MARKER: DB = BENCH MARK DISK
 LZ1460_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1460_SP_SET: ABUTMENT
 LZ1460_STAMPING: C 35 1934
 LZ1460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1460
 LZ1460  HISTORY     - Date     Condition        Report By
 LZ1460  HISTORY     - 1934     MONUMENTED       CGS
 LZ1460
 LZ1460                          STATION DESCRIPTION
 LZ1460
 LZ1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1460'AT WEST BINGHAM.
 LZ1460'AT WEST BINGHAM, POTTER COUNTY, ON THE BALTIMORE AND OHIO
 LZ1460'RAILROAD, ABOUT 215 FEET SOUTHEAST OF THE STATION, AT A 20-FOOT
 LZ1460'SPAN HIGHWAY BRIDGE, IN THE WEST END OF THE NORTH ABUTMENT,
 LZ1460'12 FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 2.5 FEET
 LZ1460'LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED C 35 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0957 ***********************************************************************
 MA0957  DESIGNATION -  C 350
 MA0957  PID         -  MA0957
 MA0957  STATE/COUNTY-  PA/WARREN
 MA0957  USGS QUAD   -  SHEFFIELD (1973)
 MA0957
 MA0957                         *CURRENT SURVEY CONTROL
 MA0957  ___________________________________________________________________
 MA0957* NAD 83(1986)-  41 42 18.     (N)    079 01 10.     (W)     SCALED    
 MA0957* NAVD 88     -       413.790  (meters)    1357.58   (feet)  ADJUSTED  
 MA0957  ___________________________________________________________________
 MA0957  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 MA0957  DYNAMIC HT  -         413.619 (meters)    1357.02  (feet)  COMP
 MA0957  MODELED GRAV-     980,195.1   (mgal)                       NAVD 88
 MA0957
 MA0957  VERT ORDER  -  SECOND    CLASS 0
 MA0957
 MA0957.The horizontal coordinates were scaled from a topographic map and have
 MA0957.an estimated accuracy of +/- 6 seconds.
 MA0957
 MA0957.The orthometric height was determined by differential leveling
 MA0957.and adjusted by the National Geodetic Survey in June 1991..
 MA0957
 MA0957.The geoid height was determined by GEOID03.
 MA0957
 MA0957.The dynamic height is computed by dividing the NAVD 88
 MA0957.geopotential number by the normal gravity value computed on the
 MA0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0957.degrees latitude (g = 980.6199 gals.).
 MA0957
 MA0957.The modeled gravity was interpolated from observed gravity values.
 MA0957
 MA0957;                    North         East    Units  Estimated Accuracy
 MA0957;SPC PA N     -   171,610.      494,350.      MT  (+/- 180 meters Scaled)
 MA0957
 MA0957                          SUPERSEDED SURVEY CONTROL
 MA0957
 MA0957  NGVD 29 (??/??/92)  413.939  (m)         1358.06   (f) ADJ UNCH    2 0
 MA0957
 MA0957.Superseded values are not recommended for survey control.
 MA0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0957.See file dsdata.txt to determine how the superseded data were derived.
 MA0957
 MA0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG647189(NAD 83)
 MA0957_MARKER: DD = SURVEY DISK
 MA0957_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0957_SP_SET: BRIDGE
 MA0957_STAMPING: C 350 1968
 MA0957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0957
 MA0957  HISTORY     - Date     Condition        Report By
 MA0957  HISTORY     - 1968     MONUMENTED       PADH
 MA0957  HISTORY     - 1968     GOOD             NGS
 MA0957
 MA0957                          STATION DESCRIPTION
 MA0957
 MA0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MA0957'0.8 MI E FROM SHEFFIELD.
 MA0957'0.8 MILE EAST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH STATE
 MA0957'HIGHWAY 666 IN SHEFFIELD, SET IN THE TOP OF THE SOUTHWEST WINGWALL
 MA0957'OF A BRIDGE, 21 FEET SOUTH OF THE CENTERLINE OF HIGHWAY AND
 MA0957'IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0707 ***********************************************************************
 MA0707  DESIGNATION -  C 351
 MA0707  PID         -  MA0707
 MA0707  STATE/COUNTY-  PA/MCKEAN
 MA0707  USGS QUAD   -  HAZEL HURST (1969)
 MA0707
 MA0707                         *CURRENT SURVEY CONTROL
 MA0707  ___________________________________________________________________
 MA0707* NAD 83(1986)-  41 44 09.     (N)    078 32 14.     (W)     SCALED    
 MA0707* NAVD 88     -       497.504  (meters)    1632.23   (feet)  ADJUSTED  
 MA0707  ___________________________________________________________________
 MA0707  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 MA0707  DYNAMIC HT  -         497.290 (meters)    1631.53  (feet)  COMP
 MA0707  MODELED GRAV-     980,177.8   (mgal)                       NAVD 88
 MA0707
 MA0707  VERT ORDER  -  SECOND    CLASS 0
 MA0707
 MA0707.The horizontal coordinates were scaled from a topographic map and have
 MA0707.an estimated accuracy of +/- 6 seconds.
 MA0707
 MA0707.The orthometric height was determined by differential leveling
 MA0707.and adjusted by the National Geodetic Survey in June 1991..
 MA0707
 MA0707.The geoid height was determined by GEOID03.
 MA0707
 MA0707.The dynamic height is computed by dividing the NAVD 88
 MA0707.geopotential number by the normal gravity value computed on the
 MA0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0707.degrees latitude (g = 980.6199 gals.).
 MA0707
 MA0707.The modeled gravity was interpolated from observed gravity values.
 MA0707
 MA0707;                    North         East    Units  Estimated Accuracy
 MA0707;SPC PA N     -   174,560.      534,510.      MT  (+/- 180 meters Scaled)
 MA0707
 MA0707                          SUPERSEDED SURVEY CONTROL
 MA0707
 MA0707  NGVD 29 (??/??/92)  497.639  (m)         1632.67   (f) ADJ UNCH    2 0
 MA0707
 MA0707.Superseded values are not recommended for survey control.
 MA0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0707.See file dsdata.txt to determine how the superseded data were derived.
 MA0707
 MA0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG048233(NAD 83)
 MA0707_MARKER: DB = BENCH MARK DISK
 MA0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0707_STAMPING: C 351 1968
 MA0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0707+STABILITY: SURFACE MOTION
 MA0707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0707+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2005
 MA0707
 MA0707  HISTORY     - Date     Condition        Report By
 MA0707  HISTORY     - 1968     MONUMENTED       CGS
 MA0707  HISTORY     - 20010331 GOOD             NGS
 MA0707  HISTORY     - 20050620 GOOD             USPSQD
 MA0707
 MA0707                          STATION DESCRIPTION
 MA0707
 MA0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MA0707'3.4 MI NE FROM HAZELHURST.
 MA0707'ABOUT 3.4 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM THE POST
 MA0707'OFFICE IN HAZELHURST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MA0707'3-INCHES, 151 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN,
 MA0707'34 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 19.5 FEET
 MA0707'NORTH OF THE NORTHWEST END OF A PIPE CULVERT, 2.4 FEET SOUTHWEST
 MA0707'OF POWER LINE POLE NO. 114-12, AND IS ABOUT 1 FOOT BELOW THE
 MA0707'LEVEL OF THE HIGHWAY.
 MA0707
 MA0707                          STATION RECOVERY (2001)
 MA0707
 MA0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MA0707'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MA0707
 MA0707                          STATION RECOVERY (2005)
 MA0707
 MA0707'RECOVERY NOTE BY US POWER SQUADRON 2005 (SG)
 MA0707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0084 ***********************************************************************
 MA0084  DESIGNATION -  C 352
 MA0084  PID         -  MA0084
 MA0084  STATE/COUNTY-  PA/POTTER
 MA0084  USGS QUAD   -  COUDERSPORT (1983)
 MA0084
 MA0084                         *CURRENT SURVEY CONTROL
 MA0084  ___________________________________________________________________
 MA0084* NAD 83(1986)-  41 45 02.     (N)    078 03 55.     (W)     SCALED    
 MA0084* NAVD 88     -       490.960  (meters)    1610.76   (feet)  ADJUSTED  
 MA0084  ___________________________________________________________________
 MA0084  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 MA0084  DYNAMIC HT  -         490.753 (meters)    1610.08  (feet)  COMP
 MA0084  MODELED GRAV-     980,185.7   (mgal)                       NAVD 88
 MA0084
 MA0084  VERT ORDER  -  SECOND    CLASS 0
 MA0084
 MA0084.The horizontal coordinates were scaled from a topographic map and have
 MA0084.an estimated accuracy of +/- 6 seconds.
 MA0084
 MA0084.The orthometric height was determined by differential leveling
 MA0084.and adjusted by the National Geodetic Survey in June 1991..
 MA0084
 MA0084.The geoid height was determined by GEOID03.
 MA0084
 MA0084.The dynamic height is computed by dividing the NAVD 88
 MA0084.geopotential number by the normal gravity value computed on the
 MA0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0084.degrees latitude (g = 980.6199 gals.).
 MA0084
 MA0084.The modeled gravity was interpolated from observed gravity values.
 MA0084
 MA0084;                    North         East    Units  Estimated Accuracy
 MA0084;SPC PA N     -   175,950.      573,780.      MT  (+/- 180 meters Scaled)
 MA0084
 MA0084                          SUPERSEDED SURVEY CONTROL
 MA0084
 MA0084  NGVD 29 (??/??/92)  491.093  (m)         1611.19   (f) ADJ UNCH    2 0
 MA0084
 MA0084.Superseded values are not recommended for survey control.
 MA0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0084.See file dsdata.txt to determine how the superseded data were derived.
 MA0084
 MA0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG440262(NAD 83)
 MA0084_MARKER: DB = BENCH MARK DISK
 MA0084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0084_SP_SET: CULVERT
 MA0084_STAMPING: C 352 1968
 MA0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0084_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MA0084+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2002
 MA0084
 MA0084  HISTORY     - Date     Condition        Report By
 MA0084  HISTORY     - 1968     MONUMENTED       CGS
 MA0084  HISTORY     - 20020629 GOOD             INDIV
 MA0084
 MA0084                          STATION DESCRIPTION
 MA0084
 MA0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MA0084'3.2 MI W FROM COUDERSPORT.
 MA0084'3.2 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE COURT HOUSE IN
 MA0084'COUDERSPORT, SET IN THE TOP OF THE NORTH HEADWALL OF A BOX CULVERT,
 MA0084'24 FEET EAST OF THE APPROXIMATE CENTER OF A ASPHALT
 MA0084'DRIVEWAY, 20 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 0.5 FOOT
 MA0084'WEST OF THE EAST END OF HEADWALL AND IS ABOUT LEVEL WITH THE
 MA0084'HIGHWAY.
 MA0084
 MA0084                          STATION RECOVERY (2002)
 MA0084
 MA0084'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (TBS)
 MA0084'LAT/LONG WAS 41 45 03N  78 03 04W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0861 ***********************************************************************
 LZ0861  DESIGNATION -  C 353
 LZ0861  PID         -  LZ0861
 LZ0861  STATE/COUNTY-  PA/TIOGA
 LZ0861  USGS QUAD   -  KEENEYVILLE (1994)
 LZ0861
 LZ0861                         *CURRENT SURVEY CONTROL
 LZ0861  ___________________________________________________________________
 LZ0861* NAD 83(1986)-  41 46 01.     (N)    077 18 16.     (W)     SCALED    
 LZ0861* NAVD 88     -       374.888  (meters)    1229.94   (feet)  ADJUSTED  
 LZ0861  ___________________________________________________________________
 LZ0861  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 LZ0861  DYNAMIC HT  -         374.733 (meters)    1229.44  (feet)  COMP
 LZ0861  MODELED GRAV-     980,198.2   (mgal)                       NAVD 88
 LZ0861
 LZ0861  VERT ORDER  -  SECOND    CLASS 0
 LZ0861
 LZ0861.The horizontal coordinates were scaled from a topographic map and have
 LZ0861.an estimated accuracy of +/- 6 seconds.
 LZ0861
 LZ0861.The orthometric height was determined by differential leveling
 LZ0861.and adjusted by the National Geodetic Survey in June 1991..
 LZ0861
 LZ0861.The geoid height was determined by GEOID03.
 LZ0861
 LZ0861.The dynamic height is computed by dividing the NAVD 88
 LZ0861.geopotential number by the normal gravity value computed on the
 LZ0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0861.degrees latitude (g = 980.6199 gals.).
 LZ0861
 LZ0861.The modeled gravity was interpolated from observed gravity values.
 LZ0861
 LZ0861;                    North         East    Units  Estimated Accuracy
 LZ0861;SPC PA N     -   177,820.      637,050.      MT  (+/- 180 meters Scaled)
 LZ0861
 LZ0861                          SUPERSEDED SURVEY CONTROL
 LZ0861
 LZ0861  NGVD 29 (??/??/92)  375.022  (m)         1230.38   (f) ADJ UNCH    2 0
 LZ0861
 LZ0861.Superseded values are not recommended for survey control.
 LZ0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0861.See file dsdata.txt to determine how the superseded data were derived.
 LZ0861
 LZ0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM084264(NAD 83)
 LZ0861_MARKER: DD = SURVEY DISK
 LZ0861_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0861_SP_SET: BRIDGE
 LZ0861_STAMPING: C 353 1968
 LZ0861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0861
 LZ0861  HISTORY     - Date     Condition        Report By
 LZ0861  HISTORY     - 1968     MONUMENTED       PADH
 LZ0861  HISTORY     - 1968     GOOD             NGS
 LZ0861
 LZ0861                          STATION DESCRIPTION
 LZ0861
 LZ0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0861'1.4 MI NW FROM WELLSBORO.
 LZ0861'ABOUT 1.35 MILES NORTHWEST ALONG U.S. HIGHWAY 6 AND STATE
 LZ0861'HIGHWAY 287 FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 LZ0861'HIGHWAYS 660 AND 287 IN WELLSBORO, SET IN THE TOP OF THE NORTHEAST
 LZ0861'WINGWALL OF A BRIDGE, 23.8 FEET EAST OF THE CENTERLINE OF
 LZ0861'HIGHWAY, AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0713 ***********************************************************************
 LZ0713  DESIGNATION -  C 354
 LZ0713  PID         -  LZ0713
 LZ0713  STATE/COUNTY-  PA/TIOGA
 LZ0713  USGS QUAD   -  JACKSON SUMMIT (1986)
 LZ0713
 LZ0713                         *CURRENT SURVEY CONTROL
 LZ0713  ___________________________________________________________________
 LZ0713* NAD 83(1986)-  41 57 11.     (N)    077 06 21.     (W)     SCALED    
 LZ0713* NAVD 88     -       310.410  (meters)    1018.40   (feet)  ADJUSTED  
 LZ0713  ___________________________________________________________________
 LZ0713  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 LZ0713  DYNAMIC HT  -         310.294 (meters)    1018.02  (feet)  COMP
 LZ0713  MODELED GRAV-     980,241.7   (mgal)                       NAVD 88
 LZ0713
 LZ0713  VERT ORDER  -  SECOND    CLASS 0
 LZ0713
 LZ0713.The horizontal coordinates were scaled from a topographic map and have
 LZ0713.an estimated accuracy of +/- 6 seconds.
 LZ0713
 LZ0713.The orthometric height was determined by differential leveling
 LZ0713.and adjusted by the National Geodetic Survey in June 1991..
 LZ0713
 LZ0713.The geoid height was determined by GEOID03.
 LZ0713
 LZ0713.The dynamic height is computed by dividing the NAVD 88
 LZ0713.geopotential number by the normal gravity value computed on the
 LZ0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0713.degrees latitude (g = 980.6199 gals.).
 LZ0713
 LZ0713.The modeled gravity was interpolated from observed gravity values.
 LZ0713
 LZ0713;                    North         East    Units  Estimated Accuracy
 LZ0713;SPC PA N     -   198,590.      653,410.      MT  (+/- 180 meters Scaled)
 LZ0713
 LZ0713                          SUPERSEDED SURVEY CONTROL
 LZ0713
 LZ0713  NGVD 29 (??/??/92)  310.566  (m)         1018.92   (f) ADJ UNCH    2 0
 LZ0713
 LZ0713.Superseded values are not recommended for survey control.
 LZ0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0713.See file dsdata.txt to determine how the superseded data were derived.
 LZ0713
 LZ0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM254467(NAD 83)
 LZ0713_MARKER: DD = SURVEY DISK
 LZ0713_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0713_SP_SET: BRIDGE
 LZ0713_STAMPING: C 354 1968
 LZ0713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0713
 LZ0713  HISTORY     - Date     Condition        Report By
 LZ0713  HISTORY     - 1968     MONUMENTED       PADH
 LZ0713  HISTORY     - 1968     GOOD             NGS
 LZ0713  HISTORY     - 19991001 GOOD             PADT
 LZ0713
 LZ0713                          STATION DESCRIPTION
 LZ0713
 LZ0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0713'4.1 MI N FROM TIOGA.
 LZ0713'4.1 MILES NORTH ALONG U.S. HIGHWAY 15 FROM THE POST OFFICE IN
 LZ0713'TIOGA, SET IN THE TOP OF THE SOUTHEAST WINGWALL OF A BRIDGE, 21
 LZ0713'FEET EAST OF THE CENTERLINE OF HIGHWAY, 52 FEET WEST OF THE WEST
 LZ0713'RAIL OF THE RAILROAD TRACK AND IS ABOUT 1 FOOT BELOW THE LEVEL
 LZ0713'OF THE TRACK.
 LZ0713
 LZ0713                          STATION RECOVERY (1999)
 LZ0713
 LZ0713'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (EAA)
 LZ0713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1280 ***********************************************************************
 LZ1280  DESIGNATION -  C 355
 LZ1280  PID         -  LZ1280
 LZ1280  STATE/COUNTY-  PA/CLINTON
 LZ1280  USGS QUAD   -  FARRANDSVILLE (1973)
 LZ1280
 LZ1280                         *CURRENT SURVEY CONTROL
 LZ1280  ___________________________________________________________________
 LZ1280* NAD 83(1986)-  41 14 50.     (N)    077 36 23.     (W)     SCALED    
 LZ1280* NAVD 88     -       183.945  (meters)     603.49   (feet)  ADJUSTED  
 LZ1280  ___________________________________________________________________
 LZ1280  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 LZ1280  DYNAMIC HT  -         183.861 (meters)     603.22  (feet)  COMP
 LZ1280  MODELED GRAV-     980,163.5   (mgal)                       NAVD 88
 LZ1280
 LZ1280  VERT ORDER  -  SECOND    CLASS 0
 LZ1280
 LZ1280.The horizontal coordinates were scaled from a topographic map and have
 LZ1280.an estimated accuracy of +/- 6 seconds.
 LZ1280
 LZ1280.The orthometric height was determined by differential leveling
 LZ1280.and adjusted by the National Geodetic Survey in June 1991..
 LZ1280
 LZ1280.The geoid height was determined by GEOID03.
 LZ1280
 LZ1280.The dynamic height is computed by dividing the NAVD 88
 LZ1280.geopotential number by the normal gravity value computed on the
 LZ1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1280.degrees latitude (g = 980.6199 gals.).
 LZ1280
 LZ1280.The modeled gravity was interpolated from observed gravity values.
 LZ1280
 LZ1280;                    North         East    Units  Estimated Accuracy
 LZ1280;SPC PA N     -   120,010.      612,040.      MT  (+/- 180 meters Scaled)
 LZ1280
 LZ1280                          SUPERSEDED SURVEY CONTROL
 LZ1280
 LZ1280  NGVD 29 (??/??/92)  184.136  (m)          604.12   (f) ADJ UNCH    2 0
 LZ1280
 LZ1280.Superseded values are not recommended for survey control.
 LZ1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1280.See file dsdata.txt to determine how the superseded data were derived.
 LZ1280
 LZ1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL816694(NAD 83)
 LZ1280_MARKER: DD = SURVEY DISK
 LZ1280_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1280_SP_SET: BRIDGE
 LZ1280_STAMPING: C 355 1968
 LZ1280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1280
 LZ1280  HISTORY     - Date     Condition        Report By
 LZ1280  HISTORY     - 1968     MONUMENTED       PADH
 LZ1280  HISTORY     - 1968     GOOD             NGS
 LZ1280
 LZ1280                          STATION DESCRIPTION
 LZ1280
 LZ1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ1280'7 MI SE FROM HYNER.
 LZ1280'ABOUT 7.0 MILES SOUTHEAST ALONG STATE HIGHWAY 120 FROM THE BRIDGE
 LZ1280'OVER THE SUSQUEHANNA RIVER, SET IN THE TOP OF THE NORTHWEST
 LZ1280'WINGWALL OF A BRIDGE, 105 FEET WEST OF A POWER LINE POLE, 22 FEET
 LZ1280'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND IS ABOUT LEVEL WITH
 LZ1280'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0083 ***********************************************************************
 LZ0083  DESIGNATION -  C 356
 LZ0083  PID         -  LZ0083
 LZ0083  STATE/COUNTY-  PA/BRADFORD
 LZ0083  USGS QUAD   -  ROME (1978)
 LZ0083
 LZ0083                         *CURRENT SURVEY CONTROL
 LZ0083  ___________________________________________________________________
 LZ0083* NAD 83(1986)-  41 45 00.     (N)    076 20 03.     (W)     SCALED    
 LZ0083* NAVD 88     -       243.965  (meters)     800.41   (feet)  ADJUSTED  
 LZ0083  ___________________________________________________________________
 LZ0083  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 LZ0083  DYNAMIC HT  -         243.867 (meters)     800.09  (feet)  COMP
 LZ0083  MODELED GRAV-     980,213.5   (mgal)                       NAVD 88
 LZ0083
 LZ0083  VERT ORDER  -  SECOND    CLASS 0
 LZ0083
 LZ0083.The horizontal coordinates were scaled from a topographic map and have
 LZ0083.an estimated accuracy of +/- 6 seconds.
 LZ0083
 LZ0083.The orthometric height was determined by differential leveling
 LZ0083.and adjusted by the National Geodetic Survey in June 1991..
 LZ0083
 LZ0083.The geoid height was determined by GEOID03.
 LZ0083
 LZ0083.The dynamic height is computed by dividing the NAVD 88
 LZ0083.geopotential number by the normal gravity value computed on the
 LZ0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0083.degrees latitude (g = 980.6199 gals.).
 LZ0083
 LZ0083.The modeled gravity was interpolated from observed gravity values.
 LZ0083
 LZ0083;                    North         East    Units  Estimated Accuracy
 LZ0083;SPC PA N     -   176,800.      717,750.      MT  (+/- 180 meters Scaled)
 LZ0083
 LZ0083                          SUPERSEDED SURVEY CONTROL
 LZ0083
 LZ0083  NGVD 29 (??/??/92)  244.175  (m)          801.10   (f) ADJ UNCH    2 0
 LZ0083
 LZ0083.Superseded values are not recommended for survey control.
 LZ0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0083.See file dsdata.txt to determine how the superseded data were derived.
 LZ0083
 LZ0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM890228(NAD 83)
 LZ0083_MARKER: DB = BENCH MARK DISK
 LZ0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0083_STAMPING: C 356 1968
 LZ0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0083+STABILITY: SURFACE MOTION
 LZ0083
 LZ0083  HISTORY     - Date     Condition        Report By
 LZ0083  HISTORY     - 1968     MONUMENTED       CGS
 LZ0083  HISTORY     - 19920724 MARK NOT FOUND   USPSQD
 LZ0083
 LZ0083                          STATION DESCRIPTION
 LZ0083
 LZ0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ0083'4.9 MI SE FROM WYSOX.
 LZ0083'4.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE IN
 LZ0083'WYSOX, 0.8 MILE NORTHWEST OF THE SMALL VILLAGE OF RUMMERFIELD,
 LZ0083'SET IN THE TOP OF A CONCRETE POST PROJECTING 3-INCHES, 71.5
 LZ0083'FEET SOUTHEAST OF THE SOUTHEAST WINGWALL OF A BRIDGE, 25 FEET
 LZ0083'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2.8 FEET NORTHWEST
 LZ0083'OF A FENCE CORNER, 2.3 FEET EAST OF A METAL WITNESS SIGN, 1.5
 LZ0083'FEET NORTHEAST OF A FENCE, AT A SMALL ROADSIDE PARK, AND IS ABOUT
 LZ0083'2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 LZ0083
 LZ0083                          STATION RECOVERY (1992)
 LZ0083
 LZ0083'RECOVERY NOTE BY US POWER SQUADRON 1992 (DEZ)
 LZ0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1047 ***********************************************************************
 LZ1047  DESIGNATION -  C 357
 LZ1047  PID         -  LZ1047
 LZ1047  STATE/COUNTY-  PA/LYCOMING
 LZ1047  USGS QUAD   -  JERSEY SHORE (1986)
 LZ1047
 LZ1047                         *CURRENT SURVEY CONTROL
 LZ1047  ___________________________________________________________________
 LZ1047* NAD 83(1986)-  41 11 52.     (N)    077 17 39.     (W)     SCALED    
 LZ1047* NAVD 88     -       170.176  (meters)     558.32   (feet)  ADJUSTED  
 LZ1047  ___________________________________________________________________
 LZ1047  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LZ1047  DYNAMIC HT  -         170.101 (meters)     558.07  (feet)  COMP
 LZ1047  MODELED GRAV-     980,177.7   (mgal)                       NAVD 88
 LZ1047
 LZ1047  VERT ORDER  -  SECOND    CLASS 0
 LZ1047
 LZ1047.The horizontal coordinates were scaled from a topographic map and have
 LZ1047.an estimated accuracy of +/- 6 seconds.
 LZ1047
 LZ1047.The orthometric height was determined by differential leveling
 LZ1047.and adjusted by the National Geodetic Survey in June 1991..
 LZ1047
 LZ1047.The geoid height was determined by GEOID03.
 LZ1047
 LZ1047.The dynamic height is computed by dividing the NAVD 88
 LZ1047.geopotential number by the normal gravity value computed on the
 LZ1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1047.degrees latitude (g = 980.6199 gals.).
 LZ1047
 LZ1047.The modeled gravity was interpolated from observed gravity values.
 LZ1047
 LZ1047;                    North         East    Units  Estimated Accuracy
 LZ1047;SPC PA N     -   114,610.      638,240.      MT  (+/- 180 meters Scaled)
 LZ1047
 LZ1047                          SUPERSEDED SURVEY CONTROL
 LZ1047
 LZ1047  NGVD 29 (??/??/92)  170.376  (m)          558.98   (f) ADJ UNCH    2 0
 LZ1047
 LZ1047.Superseded values are not recommended for survey control.
 LZ1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1047.See file dsdata.txt to determine how the superseded data were derived.
 LZ1047
 LZ1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL076632(NAD 83)
 LZ1047_MARKER: DD = SURVEY DISK
 LZ1047_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1047_SP_SET: BRIDGE
 LZ1047_STAMPING: C 357 1968
 LZ1047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1047
 LZ1047  HISTORY     - Date     Condition        Report By
 LZ1047  HISTORY     - 1968     MONUMENTED       PADH
 LZ1047  HISTORY     - 1969     GOOD             NGS
 LZ1047
 LZ1047                          STATION DESCRIPTION
 LZ1047
 LZ1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ1047'2.4 MI W FROM JERSEY SHORE.
 LZ1047'ABOUT 1.3 MILES WEST ALONG U.S HIGHWAY 220 (BUSINESS ROUTE)
 LZ1047'FROM THE POST OFFICE IN JERSEY SHORE TO THE JUNCTION OF U.S.
 LZ1047'HIGHWAY 220 (BY-PASS), THENCE 1.1 MILES WEST ALONG U.S. HIGHWAY
 LZ1047'220 (BY-PASS), SET IN THE TOP OF THE SOUTH BRIDGE BANNISTER OF
 LZ1047'THE SOUTH ONE OF TWO BRIDGES OVER PINE CREEK, 21 FEET SOUTH OF
 LZ1047'THE CENTERLINE OF THE EAST BOUND LANE OF HIGHWAY, 1.0 FOOT EAST
 LZ1047'OF THE WEST END OF BANNISTER AND IS ABOUT 2 FEET ABOVE THE LEVEL
 LZ1047'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1196 ***********************************************************************
 LZ1196  DESIGNATION -  C 358
 LZ1196  PID         -  LZ1196
 LZ1196  STATE/COUNTY-  PA/LYCOMING
 LZ1196  USGS QUAD   -  TROUT RUN (1973)
 LZ1196
 LZ1196                         *CURRENT SURVEY CONTROL
 LZ1196  ___________________________________________________________________
 LZ1196* NAD 83(1986)-  41 25 10.     (N)    077 04 31.     (W)     SCALED    
 LZ1196* NAVD 88     -       297.627  (meters)     976.46   (feet)  ADJUSTED  
 LZ1196  ___________________________________________________________________
 LZ1196  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 LZ1196  DYNAMIC HT  -         297.498 (meters)     976.04  (feet)  COMP
 LZ1196  MODELED GRAV-     980,181.0   (mgal)                       NAVD 88
 LZ1196
 LZ1196  VERT ORDER  -  SECOND    CLASS 0
 LZ1196
 LZ1196.The horizontal coordinates were scaled from a topographic map and have
 LZ1196.an estimated accuracy of +/- 6 seconds.
 LZ1196
 LZ1196.The orthometric height was determined by differential leveling
 LZ1196.and adjusted by the National Geodetic Survey in June 1991..
 LZ1196
 LZ1196.The geoid height was determined by GEOID03.
 LZ1196
 LZ1196.The dynamic height is computed by dividing the NAVD 88
 LZ1196.geopotential number by the normal gravity value computed on the
 LZ1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1196.degrees latitude (g = 980.6199 gals.).
 LZ1196
 LZ1196.The modeled gravity was interpolated from observed gravity values.
 LZ1196
 LZ1196;                    North         East    Units  Estimated Accuracy
 LZ1196;SPC PA N     -   139,350.      656,400.      MT  (+/- 180 meters Scaled)
 LZ1196
 LZ1196                          SUPERSEDED SURVEY CONTROL
 LZ1196
 LZ1196  NGVD 29 (??/??/92)  297.834  (m)          977.14   (f) ADJ UNCH    2 0
 LZ1196
 LZ1196.Superseded values are not recommended for survey control.
 LZ1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1196.See file dsdata.txt to determine how the superseded data were derived.
 LZ1196
 LZ1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL265873(NAD 83)
 LZ1196_MARKER: DB = BENCH MARK DISK
 LZ1196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1196_SP_SET: CATCH BASIN WALL
 LZ1196_STAMPING: C 358 1969
 LZ1196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1196
 LZ1196  HISTORY     - Date     Condition        Report By
 LZ1196  HISTORY     - 1969     MONUMENTED       CGS
 LZ1196
 LZ1196                          STATION DESCRIPTION
 LZ1196
 LZ1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LZ1196'2.8 MI N FROM TROUT RUN.
 LZ1196'ABOUT 2.8 MILES NORTH ALONG U.S. HIGHWAY 15 FROM ITS JUNCTION
 LZ1196'WITH STATE HIGHWAY 14 IN TROUT RUN, SET IN THE TOP OF THE
 LZ1196'APPROXIMATE CENTER OF BACKWALL OF A CATCH BASIN, 0.3 MILE NORTH
 LZ1196'OF A LARGE BRIDGE, 24 FEET SOUTHWEST OF THE CENTERLINE OF THE
 LZ1196'SOUTH BOUND LANE OF HIGHWAY, AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0052 ***********************************************************************
 LZ0052  DESIGNATION -  C 359
 LZ0052  PID         -  LZ0052
 LZ0052  STATE/COUNTY-  PA/BRADFORD
 LZ0052  USGS QUAD   -  TOWANDA (1967)
 LZ0052
 LZ0052                         *CURRENT SURVEY CONTROL
 LZ0052  ___________________________________________________________________
 LZ0052* NAD 83(1986)-  41 45 18.     (N)    076 26 36.     (W)     SCALED    
 LZ0052* NAVD 88     -       251.702  (meters)     825.79   (feet)  ADJUSTED  
 LZ0052  ___________________________________________________________________
 LZ0052  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 LZ0052  DYNAMIC HT  -         251.600 (meters)     825.46  (feet)  COMP
 LZ0052  MODELED GRAV-     980,209.9   (mgal)                       NAVD 88
 LZ0052
 LZ0052  VERT ORDER  -  SECOND    CLASS 0
 LZ0052
 LZ0052.The horizontal coordinates were scaled from a topographic map and have
 LZ0052.an estimated accuracy of +/- 6 seconds.
 LZ0052
 LZ0052.The orthometric height was determined by differential leveling
 LZ0052.and adjusted by the National Geodetic Survey in June 1991..
 LZ0052
 LZ0052.The geoid height was determined by GEOID03.
 LZ0052
 LZ0052.The dynamic height is computed by dividing the NAVD 88
 LZ0052.geopotential number by the normal gravity value computed on the
 LZ0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0052.degrees latitude (g = 980.6199 gals.).
 LZ0052
 LZ0052.The modeled gravity was interpolated from observed gravity values.
 LZ0052
 LZ0052;                    North         East    Units  Estimated Accuracy
 LZ0052;SPC PA N     -   177,210.      708,670.      MT  (+/- 180 meters Scaled)
 LZ0052
 LZ0052                          SUPERSEDED SURVEY CONTROL
 LZ0052
 LZ0052  NGVD 29 (??/??/92)  251.901  (m)          826.45   (f) ADJ UNCH    2 0
 LZ0052
 LZ0052.Superseded values are not recommended for survey control.
 LZ0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0052.See file dsdata.txt to determine how the superseded data were derived.
 LZ0052
 LZ0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM800235(NAD 83)
 LZ0052_MARKER: DB = BENCH MARK DISK
 LZ0052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0052_SP_SET: CULVERT
 LZ0052_STAMPING: C 359 1969
 LZ0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0052
 LZ0052  HISTORY     - Date     Condition        Report By
 LZ0052  HISTORY     - 1969     MONUMENTED       CGS
 LZ0052  HISTORY     - 1975     GOOD             PADT
 LZ0052  HISTORY     - 19920724 GOOD             USPSQD
 LZ0052
 LZ0052                          STATION DESCRIPTION
 LZ0052
 LZ0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LZ0052'0.9 MI S FROM TOWANDA.
 LZ0052'0.9 MILE SOUTH ALONG U.S. HIGHWAY 220 FROM THE COURT HOUSE
 LZ0052'IN TOWANDA, 125 FEET SOUTH OF HOUSE NO. 932, 25 FEET WEST OF THE
 LZ0052'CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST HEADWALL
 LZ0052'OF A CONCRETE CULVERT AND IS ABOUT LEVEL WITH THE HIGHWAY.
 LZ0052
 LZ0052                          STATION RECOVERY (1975)
 LZ0052
 LZ0052'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 LZ0052'RECOVERED IN GOOD CONDITION.
 LZ0052
 LZ0052                          STATION RECOVERY (1992)
 LZ0052
 LZ0052'RECOVERY NOTE BY US POWER SQUADRON 1992 (DEZ)
 LZ0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0348 ***********************************************************************
 LZ0348  DESIGNATION -  C 360
 LZ0348  PID         -  LZ0348
 LZ0348  STATE/COUNTY-  PA/LYCOMING
 LZ0348  USGS QUAD   -  SONESTOWN (1981)
 LZ0348
 LZ0348                         *CURRENT SURVEY CONTROL
 LZ0348  ___________________________________________________________________
 LZ0348* NAD 83(1986)-  41 18 56.     (N)    076 35 48.     (W)     SCALED    
 LZ0348* NAVD 88     -       243.233  (meters)     798.01   (feet)  ADJUSTED  
 LZ0348  ___________________________________________________________________
 LZ0348  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 LZ0348  DYNAMIC HT  -         243.130 (meters)     797.67  (feet)  COMP
 LZ0348  MODELED GRAV-     980,192.5   (mgal)                       NAVD 88
 LZ0348
 LZ0348  VERT ORDER  -  SECOND    CLASS 0
 LZ0348
 LZ0348.The horizontal coordinates were scaled from a topographic map and have
 LZ0348.an estimated accuracy of +/- 6 seconds.
 LZ0348
 LZ0348.The orthometric height was determined by differential leveling
 LZ0348.and adjusted by the National Geodetic Survey in June 1991..
 LZ0348
 LZ0348.The geoid height was determined by GEOID03.
 LZ0348
 LZ0348.The dynamic height is computed by dividing the NAVD 88
 LZ0348.geopotential number by the normal gravity value computed on the
 LZ0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0348.degrees latitude (g = 980.6199 gals.).
 LZ0348
 LZ0348.The modeled gravity was interpolated from observed gravity values.
 LZ0348
 LZ0348;                    North         East    Units  Estimated Accuracy
 LZ0348;SPC PA N     -   128,230.      696,570.      MT  (+/- 180 meters Scaled)
 LZ0348
 LZ0348                          SUPERSEDED SURVEY CONTROL
 LZ0348
 LZ0348  NGVD 29 (??/??/92)  243.422  (m)          798.63   (f) ADJ UNCH    2 0
 LZ0348
 LZ0348.Superseded values are not recommended for survey control.
 LZ0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0348.See file dsdata.txt to determine how the superseded data were derived.
 LZ0348
 LZ0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL663750(NAD 83)
 LZ0348_MARKER: DB = BENCH MARK DISK
 LZ0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0348_STAMPING: C 360 1969
 LZ0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0348+STABILITY: SURFACE MOTION
 LZ0348
 LZ0348  HISTORY     - Date     Condition        Report By
 LZ0348  HISTORY     - 1969     MONUMENTED       CGS
 LZ0348
 LZ0348                          STATION DESCRIPTION
 LZ0348
 LZ0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LZ0348'1.8 MI SW FROM MUNCY VALLEY.
 LZ0348'ABOUT 1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 220 FROM THE POST
 LZ0348'OFFICE IN MUNCY VALLEY, 125 FEET NORTHWEST OF THE CENTERLINE
 LZ0348'OF THE HIGHWAY, 10 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 LZ0348'A FARM ROAD, 2.8 FEET SOUTHEAST OF TELEPHONE POLE NO. 679-A-94,
 LZ0348'2.0 FEET SOUTH OF A METAL WITNESS SIGN, AT THE SOUTHEAST EDGE
 LZ0348'OF A CULTIVATED FIELD, SET IN THE TOP OF A CONCRETE POST
 LZ0348'PROJECTING 2-INCHES AND IS ABOUT 35 FEET BELOW THE LEVEL OF THE
 LZ0348'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1561 ***********************************************************************
 KV1561  DESIGNATION -  C 361
 KV1561  PID         -  KV1561
 KV1561  STATE/COUNTY-  PA/MONROE
 KV1561  USGS QUAD   -  BRODHEADSVILLE (1992)
 KV1561
 KV1561                         *CURRENT SURVEY CONTROL
 KV1561  ___________________________________________________________________
 KV1561* NAD 83(1986)-  40 55 01.     (N)    075 25 17.     (W)     SCALED    
 KV1561* NAVD 88     -       221.003  (meters)     725.07   (feet)  ADJUSTED  
 KV1561  ___________________________________________________________________
 KV1561  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KV1561  DYNAMIC HT  -         220.897 (meters)     724.73  (feet)  COMP
 KV1561  MODELED GRAV-     980,141.0   (mgal)                       NAVD 88
 KV1561
 KV1561  VERT ORDER  -  SECOND    CLASS 0
 KV1561
 KV1561.The horizontal coordinates were scaled from a topographic map and have
 KV1561.an estimated accuracy of +/- 6 seconds.
 KV1561
 KV1561.The orthometric height was determined by differential leveling
 KV1561.and adjusted by the National Geodetic Survey in June 1991..
 KV1561
 KV1561.The geoid height was determined by GEOID03.
 KV1561
 KV1561.The dynamic height is computed by dividing the NAVD 88
 KV1561.geopotential number by the normal gravity value computed on the
 KV1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1561.degrees latitude (g = 980.6199 gals.).
 KV1561
 KV1561.The modeled gravity was interpolated from observed gravity values.
 KV1561
 KV1561;                    North         East    Units  Estimated Accuracy
 KV1561;SPC PA N     -    85,960.      796,140.      MT  (+/- 180 meters Scaled)
 KV1561
 KV1561                          SUPERSEDED SURVEY CONTROL
 KV1561
 KV1561  NGVD 29 (??/??/??)  221.192  (m)          725.69   (f) ADJUSTED    2 0
 KV1561
 KV1561.Superseded values are not recommended for survey control.
 KV1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1561.See file dsdata.txt to determine how the superseded data were derived.
 KV1561
 KV1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL645296(NAD 83)
 KV1561_MARKER: DB = BENCH MARK DISK
 KV1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1561_STAMPING: C 361 1969
 KV1561_MARK LOGO: CGS   
 KV1561_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1561+STABILITY: SURFACE MOTION
 KV1561
 KV1561  HISTORY     - Date     Condition        Report By
 KV1561  HISTORY     - 1969     MONUMENTED       CGS
 KV1561  HISTORY     - 19980701 SEE DESCRIPTION  NGS
 KV1561
 KV1561                          STATION DESCRIPTION
 KV1561
 KV1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 KV1561'1.1 MI E FROM GILBERT.
 KV1561'ABOUT 1.1 MILES EAST ALONG U.S. HIGHWAY 209 FROM THE POST OFFICE
 KV1561'IN GILBERT, ABOUT 1.65 MILES WEST ALONG U.S. HIGHWAY 209 FROM
 KV1561'THE POST OFFICE IN BRODHEADSVILLE, 21.4 FEET NORTH OF THE
 KV1561'CENTERLINE OF HIGHWAY, 25 FEET EAST OF THE APPROXIMATE CENTER OF
 KV1561'A ASPHALT ROAD, 7 FEET NORTHEAST OF A POWERLINE POLE NO. B-22498,
 KV1561'2.8 FEET WEST OF A METAL WITNESS SIGN, SET IN THE TOP OF A
 KV1561'CONCRETE POST PROJECTING 5-INCHES AND IS ABOUT 2 FEET ABOVE THE
 KV1561'LEVEL OF THE HIGHWAY.
 KV1561
 KV1561                          STATION RECOVERY (1998)
 KV1561
 KV1561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998
 KV1561'THE INTERSECTION HAS BEEN WIDENED.  THE CONCRETE POST IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0129 ***********************************************************************
 ND0129  DESIGNATION -  C 362
 ND0129  PID         -  ND0129
 ND0129  STATE/COUNTY-  PA/ERIE
 ND0129  USGS QUAD   -  ERIE NORTH (1996)
 ND0129
 ND0129                         *CURRENT SURVEY CONTROL
 ND0129  ___________________________________________________________________
 ND0129* NAD 83(1986)-  42 07 35.     (N)    080 05 24.     (W)     SCALED    
 ND0129* NAVD 88     -       198.884  (meters)     652.51   (feet)  ADJUSTED  
 ND0129  ___________________________________________________________________
 ND0129  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 ND0129  DYNAMIC HT  -         198.813 (meters)     652.27  (feet)  COMP
 ND0129  MODELED GRAV-     980,261.6   (mgal)                       NAVD 88
 ND0129
 ND0129  VERT ORDER  -  FIRST     CLASS II
 ND0129
 ND0129.The horizontal coordinates were scaled from a topographic map and have
 ND0129.an estimated accuracy of +/- 6 seconds.
 ND0129
 ND0129.The orthometric height was determined by differential leveling
 ND0129.and adjusted by the National Geodetic Survey in June 1991..
 ND0129
 ND0129.The geoid height was determined by GEOID03.
 ND0129
 ND0129.The dynamic height is computed by dividing the NAVD 88
 ND0129.geopotential number by the normal gravity value computed on the
 ND0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0129.degrees latitude (g = 980.6199 gals.).
 ND0129
 ND0129.The modeled gravity was interpolated from observed gravity values.
 ND0129
 ND0129;                    North         East    Units  Estimated Accuracy
 ND0129;SPC PA N     -   220,260.      406,530.      MT  (+/- 180 meters Scaled)
 ND0129
 ND0129                          SUPERSEDED SURVEY CONTROL
 ND0129
 ND0129  NGVD 29 (06/03/92)  199.063  (m)          653.09   (f) ADJUSTED    1 2
 ND0129
 ND0129.Superseded values are not recommended for survey control.
 ND0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0129.See file dsdata.txt to determine how the superseded data were derived.
 ND0129
 ND0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG752642(NAD 83)
 ND0129_MARKER: I = METAL ROD
 ND0129_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ND0129_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 ND0129_STAMPING: C 362 1981
 ND0129_MARK LOGO: NGS   
 ND0129_PROJECTION: FLUSH
 ND0129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ND0129+STABILITY: POSITION/ELEVATION WELL
 ND0129_ROD/PIPE-DEPTH: 11.2 meters
 ND0129_SLEEVE-DEPTH  : 6.1 meters
 ND0129
 ND0129  HISTORY     - Date     Condition        Report By
 ND0129  HISTORY     - 1981     MONUMENTED       NGS
 ND0129  HISTORY     - 1982     GOOD             NGS
 ND0129  HISTORY     - 1983     GOOD             NGS
 ND0129  HISTORY     - 19960710 GOOD             USPSQD
 ND0129
 ND0129                          STATION DESCRIPTION
 ND0129
 ND0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ND0129'IN ERIE.
 ND0129'IN ERIE, AT THE CHURCH OF THE COVENANT, ON WEST 65TH STREET, BETWEEN
 ND0129'THE INTERSECTIONS OF SASSAFRAS AND MYRTLE STREETS, THE MARK IS IN
 ND0129'FRONT OF THE MAIN ENTRANCE OF THE CHURCH, SOUTHWEST OF THE SOUTH
 ND0129'CORNER OF THE CONCRETE BASE OF A LARGE ALUMINUM LAMP POST WITH A SMALL
 ND0129'METAL PLAQUE READING (IN MEMORY OF MR. AND MRS. REED), 6.52 METERS
 ND0129'(21.4 FEET) WEST OF THE WEST CORNER OF THE BOTTOM STONE BLOCK STEPS OF
 ND0129'THE MAIN ENTRANCE TO THE CHURCH, 3.93 METERS (12.9 FEET) SOUTHEAST OF
 ND0129'THE SOUTHEAST CURB OF 65TH STREET, 0.79 METER (2.6 FEET) NORTHWEST OF
 ND0129'THE NORTHWEST EDGE OF THE SIDEWALK OF 65TH STREET, 0.68 METER (2.2
 ND0129'FEET) SOUTHWEST OF THE SOUTH CORNER OF THE CONCRETE BASE OF THE
 ND0129'MEMORIAL LAMP POST.
 ND0129'THE MARK IS 0.3 M ABOVE STREET.
 ND0129
 ND0129                          STATION RECOVERY (1982)
 ND0129
 ND0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ND0129'RECOVERED IN GOOD CONDITION.
 ND0129
 ND0129                          STATION RECOVERY (1983)
 ND0129
 ND0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ND0129'RECOVERED IN GOOD CONDITION.
 ND0129
 ND0129                          STATION RECOVERY (1996)
 ND0129
 ND0129'RECOVERY NOTE BY US POWER SQUADRON 1996
 ND0129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2870 ***********************************************************************
 KV2870  DESIGNATION -  C 362
 KV2870  PID         -  KV2870
 KV2870  STATE/COUNTY-  PA/MONROE
 KV2870  USGS QUAD   -  STROUDSBURG (1975)
 KV2870
 KV2870                         *CURRENT SURVEY CONTROL
 KV2870  ___________________________________________________________________
 KV2870* NAD 83(1986)-  40 59 52.     (N)    075 08 58.     (W)     SCALED    
 KV2870* NAVD 88     -       116.837  (meters)     383.32   (feet)  ADJUSTED  
 KV2870  ___________________________________________________________________
 KV2870  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KV2870  DYNAMIC HT  -         116.785 (meters)     383.15  (feet)  COMP
 KV2870  MODELED GRAV-     980,177.9   (mgal)                       NAVD 88
 KV2870
 KV2870  VERT ORDER  -  FIRST     CLASS II
 KV2870
 KV2870.The horizontal coordinates were scaled from a topographic map and have
 KV2870.an estimated accuracy of +/- 6 seconds.
 KV2870
 KV2870.The orthometric height was determined by differential leveling
 KV2870.and adjusted by the National Geodetic Survey in June 1991..
 KV2870
 KV2870.The geoid height was determined by GEOID03.
 KV2870
 KV2870.The dynamic height is computed by dividing the NAVD 88
 KV2870.geopotential number by the normal gravity value computed on the
 KV2870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2870.degrees latitude (g = 980.6199 gals.).
 KV2870
 KV2870.The modeled gravity was interpolated from observed gravity values.
 KV2870
 KV2870;                    North         East    Units  Estimated Accuracy
 KV2870;SPC PA N     -    95,580.      818,770.      MT  (+/- 180 meters Scaled)
 KV2870
 KV2870                          SUPERSEDED SURVEY CONTROL
 KV2870
 KV2870.No superseded survey control is available for this station.
 KV2870
 KV2870_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL874385(NAD 83)
 KV2870_MARKER: DB = BENCH MARK DISK
 KV2870_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2870_SP_SET: BRIDGE WING WALL
 KV2870_STAMPING: C 362 1978
 KV2870_MARK LOGO: NGS   
 KV2870_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV2870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2870
 KV2870  HISTORY     - Date     Condition        Report By
 KV2870  HISTORY     - 1978     MONUMENTED       NGS
 KV2870  HISTORY     - 19990801 GOOD             PADT
 KV2870  HISTORY     - 19991001 GOOD             PADT
 KV2870
 KV2870                          STATION DESCRIPTION
 KV2870
 KV2870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2870'1.95 MI NE FROM EAST STROUDSBURG.
 KV2870'1.95 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 80 FROM THE JUNCTION
 KV2870'OF THE ERIE LACKAWANNA RAILROAD AT EAST STROUDSBURG, AT THE EAST
 KV2870'END OF THE HIGHWAY BRIDGE OVER THE RAILROAD AND BRODHEAD CREEK,
 KV2870'SET IN THE TOP OF THE SOUTH END OF THE WING WALL, 25 FEET SOUTH
 KV2870'OF THE CENTER LINE OF THE EASTBOUND LANES, 5 FEET WEST OF THE
 KV2870'NORTH ONE OF 2 POINTS SUPPORTING A SIGN, EXIT 53 611 DELAWARE GAP
 KV2870'EXIT 0.5 MILE, AND 2 FEET NORTH OF THE SOUTH END OF THE WING WALL.
 KV2870
 KV2870                          STATION RECOVERY (1999)
 KV2870
 KV2870'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (RW)
 KV2870'RECOVERED AS DESCRIBED.
 KV2870
 KV2870                          STATION RECOVERY (1999)
 KV2870
 KV2870'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (SQ)
 KV2870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0156 ***********************************************************************
 ND0156  DESIGNATION -  C 363
 ND0156  PID         -  ND0156
 ND0156  STATE/COUNTY-  PA/ERIE
 ND0156  USGS QUAD   -  ERIE NORTH (1996)
 ND0156
 ND0156                         *CURRENT SURVEY CONTROL
 ND0156  ___________________________________________________________________
 ND0156* NAD 83(1986)-  42 08 31.     (N)    080 04 13.     (W)     SCALED    
 ND0156* NAVD 88     -       187.376  (meters)     614.75   (feet)  ADJUSTED  
 ND0156  ___________________________________________________________________
 ND0156  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 ND0156  DYNAMIC HT  -         187.310 (meters)     614.53  (feet)  COMP
 ND0156  MODELED GRAV-     980,265.4   (mgal)                       NAVD 88
 ND0156
 ND0156  VERT ORDER  -  FIRST     CLASS II
 ND0156
 ND0156.The horizontal coordinates were scaled from a topographic map and have
 ND0156.an estimated accuracy of +/- 6 seconds.
 ND0156
 ND0156.The orthometric height was determined by differential leveling
 ND0156.and adjusted by the National Geodetic Survey in June 1991..
 ND0156
 ND0156.The geoid height was determined by GEOID03.
 ND0156
 ND0156.The dynamic height is computed by dividing the NAVD 88
 ND0156.geopotential number by the normal gravity value computed on the
 ND0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0156.degrees latitude (g = 980.6199 gals.).
 ND0156
 ND0156.The modeled gravity was interpolated from observed gravity values.
 ND0156
 ND0156;                    North         East    Units  Estimated Accuracy
 ND0156;SPC PA N     -   221,940.      408,210.      MT  (+/- 180 meters Scaled)
 ND0156
 ND0156                          SUPERSEDED SURVEY CONTROL
 ND0156
 ND0156  NGVD 29 (06/03/92)  187.555  (m)          615.34   (f) ADJUSTED    1 2
 ND0156
 ND0156.Superseded values are not recommended for survey control.
 ND0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0156.See file dsdata.txt to determine how the superseded data were derived.
 ND0156
 ND0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG768659(NAD 83)
 ND0156_MARKER: I = METAL ROD
 ND0156_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ND0156_SP_SET: STAINLESS STEEL ROD
 ND0156_STAMPING: C 363 1981
 ND0156_MARK LOGO: NGS   
 ND0156_PROJECTION: FLUSH
 ND0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0156_ROD/PIPE-DEPTH: 7.6  meters
 ND0156
 ND0156  HISTORY     - Date     Condition        Report By
 ND0156  HISTORY     - 1981     MONUMENTED       NGS
 ND0156  HISTORY     - 1983     GOOD             NGS
 ND0156
 ND0156                          STATION DESCRIPTION
 ND0156
 ND0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ND0156'IN ERIE.
 ND0156'IN ERIE, 0.3 KM (0.2 MI) SOUTHWEST ALONG THE PAVED ACCESS ROAD TO ERIE
 ND0156'INTERNATIONAL MARINE TERMINAL FROM THE NORTHWEST END OF EAST AVENUE TO
 ND0156'THE MARK ON THE LEFT, THE MARK IS CENTERED BETWEEN 2 POWER POLES,
 ND0156'0.08 KM (0.05 MI) NORTHEAST OF A RAILROAD CROSSING THE ACCESS ROAD,
 ND0156'7.87 METERS (25.8 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 ND0156'1.82 METERS (6.0 FT) NORTHWEST OF POWER POLE FDF238, 1.82 METERS
 ND0156'(6.0 FT) SOUTHEAST OF POWER POLE FDF239.
 ND0156'THE MARK IS 0.70 METERS  NE FROM A WITNESS POST.
 ND0156'THE MARK IS 0.3 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2894 ***********************************************************************
 KV2894  DESIGNATION -  C 363
 KV2894  PID         -  KV2894
 KV2894  STATE/COUNTY-  PA/NORTHAMPTON
 KV2894  USGS QUAD   -  BANGOR (1994)
 KV2894
 KV2894                         *CURRENT SURVEY CONTROL
 KV2894  ___________________________________________________________________
 KV2894* NAD 83(1986)-  40 49 36.     (N)    075 14 25.     (W)     SCALED    
 KV2894* NAVD 88     -       208.665  (meters)     684.60   (feet)  ADJUSTED  
 KV2894  ___________________________________________________________________
 KV2894  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 KV2894  DYNAMIC HT  -         208.567 (meters)     684.27  (feet)  COMP
 KV2894  MODELED GRAV-     980,151.1   (mgal)                       NAVD 88
 KV2894
 KV2894  VERT ORDER  -  FIRST     CLASS II
 KV2894
 KV2894.The horizontal coordinates were scaled from a topographic map and have
 KV2894.an estimated accuracy of +/- 6 seconds.
 KV2894
 KV2894.The orthometric height was determined by differential leveling
 KV2894.and adjusted by the National Geodetic Survey in June 1991..
 KV2894
 KV2894.The geoid height was determined by GEOID03.
 KV2894
 KV2894.The dynamic height is computed by dividing the NAVD 88
 KV2894.geopotential number by the normal gravity value computed on the
 KV2894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2894.degrees latitude (g = 980.6199 gals.).
 KV2894
 KV2894.The modeled gravity was interpolated from observed gravity values.
 KV2894
 KV2894;                    North         East    Units  Estimated Accuracy
 KV2894;SPC PA S     -   168,820.      811,680.      MT  (+/- 180 meters Scaled)
 KV2894
 KV2894                          SUPERSEDED SURVEY CONTROL
 KV2894
 KV2894.No superseded survey control is available for this station.
 KV2894
 KV2894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL797195(NAD 83)
 KV2894_MARKER: DB = BENCH MARK DISK
 KV2894_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2894_SP_SET: STAINLESS STEEL ROD
 KV2894_STAMPING: C 363 1978
 KV2894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2894
 KV2894  HISTORY     - Date     Condition        Report By
 KV2894  HISTORY     - 1978     MONUMENTED       NGS
 KV2894  HISTORY     - 19940602 GOOD             USPSQD
 KV2894  HISTORY     - 19950408 GOOD             USPSQD
 KV2894  HISTORY     - 20020105 GOOD             USPSQD
 KV2894
 KV2894                          STATION DESCRIPTION
 KV2894
 KV2894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2894'3.6 MI SOUTH FROM PEN ARGYL.
 KV2894'0.15 MILE SOUTH ALONG ROBINSON AVENUE FROM THE POST OFFICE AT PEN
 KV2894'ARGYL, THENCE 0.5 MILE SOUTHWEST ALONG EAST-WEST MAIN STREET TO
 KV2894'E STEEET, THENCE 2.95 MILE SOUTH ALONG PAVED ROAD TO WHERE A POWERLINE
 KV2894'CROSSES ROAD AND MARK UNDER POWERLINE, 30.5 FEET EAST OF CENTERLINE
 KV2894'OF ROAD, 10.5 FEET WEST OF A POWERLINE POLE, 2 FEET SOUTH OF A
 KV2894'POWERLINE POLE, 193 FEET SOUTH OF A PRIVATE ROAD LEADING TO THE
 KV2894'GRECCOS RESIDENCE, DIRECTLY ACROSS THE ROAD FROM THE RESIDENCE OF
 KV2894'R.B. LIEBERMAN.  THE ROD WAS DRIVEN TO REFUSAL.
 KV2894
 KV2894                          STATION RECOVERY (1994)
 KV2894
 KV2894'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV2894'RECOVERED IN GOOD CONDITION.
 KV2894
 KV2894                          STATION RECOVERY (1995)
 KV2894
 KV2894'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV2894'RECOVERED IN GOOD CONDITION.
 KV2894
 KV2894                          STATION RECOVERY (2002)
 KV2894
 KV2894'RECOVERY NOTE BY US POWER SQUADRON 2002 (LCB)
 KV2894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2108 ***********************************************************************
 LY2108  DESIGNATION -  C 364
 LY2108  PID         -  LY2108
 LY2108  STATE/COUNTY-  PA/MONROE
 LY2108  USGS QUAD   -  BUSHKILL (1993)
 LY2108
 LY2108                         *CURRENT SURVEY CONTROL
 LY2108  ___________________________________________________________________
 LY2108* NAD 83(1986)-  41 04 58.     (N)    075 00 50.     (W)     SCALED    
 LY2108* NAVD 88     -       126.729  (meters)     415.78   (feet)  ADJUSTED  
 LY2108  ___________________________________________________________________
 LY2108  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 LY2108  DYNAMIC HT  -         126.674 (meters)     415.60  (feet)  COMP
 LY2108  MODELED GRAV-     980,187.3   (mgal)                       NAVD 88
 LY2108
 LY2108  VERT ORDER  -  FIRST     CLASS II
 LY2108
 LY2108.The horizontal coordinates were scaled from a topographic map and have
 LY2108.an estimated accuracy of +/- 6 seconds.
 LY2108
 LY2108.The orthometric height was determined by differential leveling
 LY2108.and adjusted by the National Geodetic Survey in June 1991..
 LY2108
 LY2108.The geoid height was determined by GEOID03.
 LY2108
 LY2108.The dynamic height is computed by dividing the NAVD 88
 LY2108.geopotential number by the normal gravity value computed on the
 LY2108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2108.degrees latitude (g = 980.6199 gals.).
 LY2108
 LY2108.The modeled gravity was interpolated from observed gravity values.
 LY2108
 LY2108;                    North         East    Units  Estimated Accuracy
 LY2108;SPC PA N     -   105,370.      829,870.      MT  (+/- 180 meters Scaled)
 LY2108
 LY2108                          SUPERSEDED SURVEY CONTROL
 LY2108
 LY2108.No superseded survey control is available for this station.
 LY2108
 LY2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL988479(NAD 83)
 LY2108_MARKER: DB = BENCH MARK DISK
 LY2108_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2108_SP_SET: STAINLESS STEEL ROD
 LY2108_STAMPING: C 364 1978
 LY2108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2108
 LY2108  HISTORY     - Date     Condition        Report By
 LY2108  HISTORY     - 1978     MONUMENTED       NGS
 LY2108  HISTORY     - 19920429 MARK NOT FOUND   USGS
 LY2108
 LY2108                          STATION DESCRIPTION
 LY2108
 LY2108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LY2108'1.0 MI SW FROM BUSHKILL.
 LY2108'1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 209 FROM THE CHURCH OF BUSHKILL
 LY2108'AT BUSHKILL, SET ON THE PROPERTY OF THE TIMBER LODGE, 38.5 FEET
 LY2108'NORTHEAST OF THE NORTHEAST CORNER OF A LOG CABIN, 31.5 FEET SOUTH OF
 LY2108'CENTER LINE OF HIGHWAY 209, 2 FEET SOUTH OF POWER POLE
 LY2108'NUMBER MG SM 2853. ROD DRIVEN TO REFUSAL.
 LY2108
 LY2108                          STATION RECOVERY (1992)
 LY2108
 LY2108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 LY2108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3962 ***********************************************************************
 JV3962  DESIGNATION -  C 365
 JV3962  PID         -  JV3962
 JV3962  STATE/COUNTY-  PA/FRANKLIN
 JV3962  USGS QUAD   -  GREENCASTLE (1990)
 JV3962
 JV3962                         *CURRENT SURVEY CONTROL
 JV3962  ___________________________________________________________________
 JV3962* NAD 83(1986)-  39 50 41.     (N)    077 41 41.     (W)     SCALED    
 JV3962* NAVD 88     -       197.363  (meters)     647.52   (feet)  ADJUSTED  
 JV3962  ___________________________________________________________________
 JV3962  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 JV3962  DYNAMIC HT  -         197.249 (meters)     647.14  (feet)  COMP
 JV3962  MODELED GRAV-     980,045.8   (mgal)                       NAVD 88
 JV3962
 JV3962  VERT ORDER  -  FIRST     CLASS II
 JV3962
 JV3962.The horizontal coordinates were scaled from a topographic map and have
 JV3962.an estimated accuracy of +/- 6 seconds.
 JV3962
 JV3962.The orthometric height was determined by differential leveling
 JV3962.and adjusted by the National Geodetic Survey in June 1991..
 JV3962
 JV3962.The geoid height was determined by GEOID03.
 JV3962
 JV3962.The dynamic height is computed by dividing the NAVD 88
 JV3962.geopotential number by the normal gravity value computed on the
 JV3962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3962.degrees latitude (g = 980.6199 gals.).
 JV3962
 JV3962.The modeled gravity was interpolated from observed gravity values.
 JV3962
 JV3962;                    North         East    Units  Estimated Accuracy
 JV3962;SPC PA S     -    56,780.      604,730.      MT  (+/- 180 meters Scaled)
 JV3962
 JV3962                          SUPERSEDED SURVEY CONTROL
 JV3962
 JV3962.No superseded survey control is available for this station.
 JV3962
 JV3962_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK694139(NAD 83)
 JV3962_MARKER: DB = BENCH MARK DISK
 JV3962_SETTING: 66 = SET IN ROCK OUTCROP
 JV3962_SP_SET: ROCK OUTCROP
 JV3962_STAMPING: C 365 1979
 JV3962_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV3962+STABILITY: POSITION/ELEVATION WELL
 JV3962
 JV3962  HISTORY     - Date     Condition        Report By
 JV3962  HISTORY     - 1979     MONUMENTED       NGS
 JV3962
 JV3962                          STATION DESCRIPTION
 JV3962
 JV3962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JV3962'1.35 MI SE FROM MARION.
 JV3962'0.35 MILE EAST ALONG COLORADO STREET FROM THE POST OFFICE AT MARION,
 JV3962'THENCE 0.05 MILE SOUTH ALONG COLORADO EXTENSION, THENCE 0.15 MILE
 JV3962'EAST ALONG KENNEDY STREET, THENCE 0.8 MILE SOUTHEAST ALONG MURRY ROAD
 JV3962'TO THE MARK ON THE RIGHT, 94 FEET WEST AND ACROSS THE ROAD FROM POWER
 JV3962'POLE NUMBER W16403, 32 FEET SOUTHWEST AND ACROSS ROAD FROM THE CENTER
 JV3962'OF A GATE TO A FIELD, 29 FEET SOUTHEAST OF POWER POLE NUMBER 20, AND
 JV3962'14.5 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD.
 JV3962'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2691 ***********************************************************************
 KW2691  DESIGNATION -  C 366
 KW2691  PID         -  KW2691
 KW2691  STATE/COUNTY-  PA/CUMBERLAND
 KW2691  USGS QUAD   -  LEMOYNE (1987)
 KW2691
 KW2691                         *CURRENT SURVEY CONTROL
 KW2691  ___________________________________________________________________
 KW2691* NAD 83(1986)-  40 14 36.     (N)    076 59 36.     (W)     SCALED    
 KW2691* NAVD 88     -       124.811  (meters)     409.48   (feet)  ADJUSTED  
 KW2691  ___________________________________________________________________
 KW2691  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 KW2691  DYNAMIC HT  -         124.748 (meters)     409.28  (feet)  COMP
 KW2691  MODELED GRAV-     980,121.2   (mgal)                       NAVD 88
 KW2691
 KW2691  VERT ORDER  -  FIRST     CLASS II
 KW2691
 KW2691.The horizontal coordinates were scaled from a topographic map and have
 KW2691.an estimated accuracy of +/- 6 seconds.
 KW2691
 KW2691.The orthometric height was determined by differential leveling
 KW2691.and adjusted by the National Geodetic Survey in June 1991..
 KW2691
 KW2691.The geoid height was determined by GEOID03.
 KW2691
 KW2691.The dynamic height is computed by dividing the NAVD 88
 KW2691.geopotential number by the normal gravity value computed on the
 KW2691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2691.degrees latitude (g = 980.6199 gals.).
 KW2691
 KW2691.The modeled gravity was interpolated from observed gravity values.
 KW2691
 KW2691;                    North         East    Units  Estimated Accuracy
 KW2691;SPC PA S     -   101,320.      664,380.      MT  (+/- 180 meters Scaled)
 KW2691
 KW2691                          SUPERSEDED SURVEY CONTROL
 KW2691
 KW2691.No superseded survey control is available for this station.
 KW2691
 KW2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK304566(NAD 83)
 KW2691_MARKER: DB = BENCH MARK DISK
 KW2691_SETTING: 66 = SET IN ROCK OUTCROP
 KW2691_SP_SET: ROCK OUTCROP
 KW2691_STAMPING: C 366 1979
 KW2691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW2691+STABILITY: POSITION/ELEVATION WELL
 KW2691
 KW2691  HISTORY     - Date     Condition        Report By
 KW2691  HISTORY     - 1979     MONUMENTED       NGS
 KW2691  HISTORY     - 19950311 MARK NOT FOUND   USPSQD
 KW2691  HISTORY     - 20060218 MARK NOT FOUND   GEOCAC
 KW2691
 KW2691                          STATION DESCRIPTION
 KW2691
 KW2691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KW2691'1.85 MI EAST FROM HOGESTOWN.
 KW2691'1.85 MILES EAST ALONG U.S. HIGHWAY 11 FROM THE JUNCTION OF STATE
 KW2691'HIGHWAY 114 AND U.S. HIGHWAY 11 IN HOGESTOWN TO THE MARK ON THE
 KW2691'RIGHT, AND 2.2 MILES WEST OF CAMP HILL, 92.5 FEET SOUTHEAST OF POWER
 KW2691'POLE NUMBER 3, 57.5 FEET NORTHEAST OF THE EASTERNMOST CORNER OF A
 KW2691'WHITE BRICK HOUSE BELONGING TO MR LAKES, 39 FEET NORTHWEST OF THE
 KW2691'CENTER LINE OF GUSTIN DRIVE, 33.5 FEET SOUTHWEST OF THE CENTER LINE OF
 KW2691'THE NORTHBOUND LANE OF U.S. HIGHWAY 11, AND 23.5 FEET NORTHWEST OF
 KW2691'POWER POLE NUMBER 4.
 KW2691'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 KW2691
 KW2691                          STATION RECOVERY (1995)
 KW2691
 KW2691'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW2691'MARK NOT FOUND.
 KW2691
 KW2691                          STATION RECOVERY (2006)
 KW2691
 KW2691'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2691'AREA HAS BEEN REGRADED - 2 DIFFERENT BUILDINGS HAVE EXISTED AT THIS
 KW2691'LOCATION SINCE 1979.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3898 ***********************************************************************
 JV3898  DESIGNATION -  C 368
 JV3898  PID         -  JV3898
 JV3898  STATE/COUNTY-  PA/LANCASTER
 JV3898  USGS QUAD   -  WAKEFIELD (1976)
 JV3898
 JV3898                         *CURRENT SURVEY CONTROL
 JV3898  ___________________________________________________________________
 JV3898* NAD 83(1986)-  39 46 00.     (N)    076 10 51.     (W)     SCALED    
 JV3898* NAVD 88     -       122.888  (meters)     403.18   (feet)  ADJUSTED  
 JV3898  ___________________________________________________________________
 JV3898  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JV3898  DYNAMIC HT  -         122.827 (meters)     402.97  (feet)  COMP
 JV3898  MODELED GRAV-     980,125.4   (mgal)                       NAVD 88
 JV3898
 JV3898  VERT ORDER  -  FIRST     CLASS II
 JV3898
 JV3898.The horizontal coordinates were scaled from a topographic map and have
 JV3898.an estimated accuracy of +/- 6 seconds.
 JV3898
 JV3898.The orthometric height was determined by differential leveling
 JV3898.and adjusted by the National Geodetic Survey in June 1991..
 JV3898
 JV3898.The geoid height was determined by GEOID03.
 JV3898
 JV3898.The dynamic height is computed by dividing the NAVD 88
 JV3898.geopotential number by the normal gravity value computed on the
 JV3898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3898.degrees latitude (g = 980.6199 gals.).
 JV3898
 JV3898.The modeled gravity was interpolated from observed gravity values.
 JV3898
 JV3898;                    North         East    Units  Estimated Accuracy
 JV3898;SPC PA S     -    49,310.      734,450.      MT  (+/- 180 meters Scaled)
 JV3898
 JV3898                          SUPERSEDED SURVEY CONTROL
 JV3898
 JV3898.No superseded survey control is available for this station.
 JV3898
 JV3898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK988025(NAD 83)
 JV3898_MARKER: DB = BENCH MARK DISK
 JV3898_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JV3898_SP_SET: STAINLESS STEEL ROD
 JV3898_STAMPING: C 368 1979
 JV3898_PROJECTION: FLUSH
 JV3898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3898_ROD/PIPE-DEPTH: 4.57 meters
 JV3898
 JV3898  HISTORY     - Date     Condition        Report By
 JV3898  HISTORY     - 1979     MONUMENTED       NGS
 JV3898
 JV3898                          STATION DESCRIPTION
 JV3898
 JV3898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JV3898'0.5 MI SOUTH FROM WAKEFIELD.
 JV3898'0.5 MILES SOUTH ALONG HIGHWAY 222 FROM THE PEACHBOTTOM POST OFFICE
 JV3898'IN WAKEFIELD.  ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, AT A
 JV3898'3-WAY JUNCTION OF HIGHWAY, PAVED ROAD LEADING SOUTH AND ARCADIA
 JV3898'TRACK ROAD LEADING WEST.  71 FEET SOUTHWEST OF THE CENTERLINE
 JV3898'OF HIGHWAY 222, 27 FEET SOUTH OF THE CENTER OF ARCADIA TRACE
 JV3898'ROAD, 23 FEET WEST OF THE CENTER OF PAVED ROAD LEADING SOUTH,
 JV3898'AND 2.5 FEET SOUTH OF BRACE POLE NUMBER 18-1/2.
 JV3898'THE MARK IS 2 FT  W FROM A WITNESS POST.
 JV3898'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3924 ***********************************************************************
 JV3924  DESIGNATION -  C 369
 JV3924  PID         -  JV3924
 JV3924  STATE/COUNTY-  PA/LANCASTER
 JV3924  USGS QUAD   -  CONESTOGA (1990)
 JV3924
 JV3924                         *CURRENT SURVEY CONTROL
 JV3924  ___________________________________________________________________
 JV3924* NAD 83(1986)-  39 55 26.     (N)    076 21 15.     (W)     SCALED    
 JV3924* NAVD 88     -       122.104  (meters)     400.60   (feet)  ADJUSTED  
 JV3924  ___________________________________________________________________
 JV3924  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JV3924  DYNAMIC HT  -         122.041 (meters)     400.40  (feet)  COMP
 JV3924  MODELED GRAV-     980,115.1   (mgal)                       NAVD 88
 JV3924
 JV3924  VERT ORDER  -  FIRST     CLASS II
 JV3924
 JV3924.The horizontal coordinates were scaled from a topographic map and have
 JV3924.an estimated accuracy of +/- 6 seconds.
 JV3924
 JV3924.The orthometric height was determined by differential leveling
 JV3924.and adjusted by the National Geodetic Survey in June 1991..
 JV3924
 JV3924.The geoid height was determined by GEOID03.
 JV3924
 JV3924.The dynamic height is computed by dividing the NAVD 88
 JV3924.geopotential number by the normal gravity value computed on the
 JV3924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3924.degrees latitude (g = 980.6199 gals.).
 JV3924
 JV3924.The modeled gravity was interpolated from observed gravity values.
 JV3924
 JV3924;                    North         East    Units  Estimated Accuracy
 JV3924;SPC PA S     -    66,520.      719,320.      MT  (+/- 180 meters Scaled)
 JV3924
 JV3924                          SUPERSEDED SURVEY CONTROL
 JV3924
 JV3924.No superseded survey control is available for this station.
 JV3924
 JV3924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK842201(NAD 83)
 JV3924_MARKER: DB = BENCH MARK DISK
 JV3924_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JV3924_SP_SET: STAINLESS STEEL ROD
 JV3924_STAMPING: C 369 1979
 JV3924_PROJECTION: FLUSH
 JV3924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3924_ROD/PIPE-DEPTH: 4.57 meters
 JV3924
 JV3924  HISTORY     - Date     Condition        Report By
 JV3924  HISTORY     - 1979     MONUMENTED       NGS
 JV3924
 JV3924                          STATION DESCRIPTION
 JV3924
 JV3924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JV3924'1.9 MI NW FROM MARTIC FORGE.
 JV3924'1.95 MILES NORTHWEST ALONG RIVER ROAD FROM THE BRIDGE OVER PEQUEA
 JV3924'CREEK IN MARTIC FORGE, AT THE T JUNCTION OF SHENKS FERRY ROAD,
 JV3924'44 FEET EAST-NORTHEAST OF THE CENTER OF SHENKS FERRY ROAD, 25 FEET
 JV3924'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE ROAD, 17 FEET NORTH OF
 JV3924'THE NORTH CORNER OF A BLOCK BUILDING, AND 3.5 FEET SOUTHEAST OF
 JV3924'POWER POLE NUMBER S21826.
 JV3924'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 JV3924'THE MARK IS 3.5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1555 ***********************************************************************
 MA1555  DESIGNATION -  C 37
 MA1555  PID         -  MA1555
 MA1555  STATE/COUNTY-  PA/CRAWFORD
 MA1555  USGS QUAD   -  TITUSVILLE NORTH (1973)
 MA1555
 MA1555                         *CURRENT SURVEY CONTROL
 MA1555  ___________________________________________________________________
 MA1555* NAD 83(1986)-  41 39 06.     (N)    079 43 35.     (W)     SCALED    
 MA1555* NAVD 88     -       379.314  (meters)    1244.47   (feet)  ADJUSTED  
 MA1555  ___________________________________________________________________
 MA1555  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 MA1555  DYNAMIC HT  -         379.151 (meters)    1243.93  (feet)  COMP
 MA1555  MODELED GRAV-     980,182.3   (mgal)                       NAVD 88
 MA1555
 MA1555  VERT ORDER  -  SECOND    CLASS 0
 MA1555
 MA1555.The horizontal coordinates were scaled from a topographic map and have
 MA1555.an estimated accuracy of +/- 6 seconds.
 MA1555
 MA1555.The orthometric height was determined by differential leveling
 MA1555.and adjusted by the National Geodetic Survey in June 1991..
 MA1555
 MA1555.The geoid height was determined by GEOID03.
 MA1555
 MA1555.The dynamic height is computed by dividing the NAVD 88
 MA1555.geopotential number by the normal gravity value computed on the
 MA1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1555.degrees latitude (g = 980.6199 gals.).
 MA1555
 MA1555.The modeled gravity was interpolated from observed gravity values.
 MA1555
 MA1555;                    North         East    Units  Estimated Accuracy
 MA1555;SPC PA N     -   166,800.      435,390.      MT  (+/- 180 meters Scaled)
 MA1555
 MA1555                          SUPERSEDED SURVEY CONTROL
 MA1555
 MA1555  NGVD 29 (??/??/92)  379.474  (m)         1244.99   (f) ADJ UNCH    2 0
 MA1555
 MA1555.Superseded values are not recommended for survey control.
 MA1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1555.See file dsdata.txt to determine how the superseded data were derived.
 MA1555
 MA1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG060118(NAD 83)
 MA1555_MARKER: DD = SURVEY DISK
 MA1555_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1555_SP_SET: FOUNDATION
 MA1555_STAMPING: C 37 1925
 MA1555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1555
 MA1555  HISTORY     - Date     Condition        Report By
 MA1555  HISTORY     - 1925     MONUMENTED       USGS
 MA1555  HISTORY     - 1935     GOOD             NGS
 MA1555
 MA1555                          STATION DESCRIPTION
 MA1555
 MA1555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1555'AT HYDETOWN.
 MA1555'AT HYDETOWN, CRAWFORD COUNTY, ON STATE HIGHWAY 8, ABOUT 67
 MA1555'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AT THE BRICK
 MA1555'BAPTIST CHURCH, 13 FEET SOUTH OF THE CENTER OF THE MAIN ENTRANCE,
 MA1555'12 FEET NORTH OF THE CENTER OF THE SIDE ENTRANCE, IN THE EAST
 MA1555'STONE FOUNDATION, 1.5 FEET NORTH OF THE SOUTHEAST CORNER, ABOUT
 MA1555'2 FEET LOWER THAN THE TOP OF THE WATER TABLE, ABOUT 6 INCHES
 MA1555'ABOVE GROUND, AND ABOUT LEVEL WITH THE ROADWAY.  A UNITED STATES
 MA1555'GEOLOGICAL SURVEY STANDARD DISK, STAMPED C 37 1925 AND SET
 MA1555'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2323 ***********************************************************************
 KW2323  DESIGNATION -  C 37
 KW2323  PID         -  KW2323
 KW2323  STATE/COUNTY-  PA/CENTRE
 KW2323  USGS QUAD   -  BELLEFONTE (1998)
 KW2323
 KW2323                         *CURRENT SURVEY CONTROL
 KW2323  ___________________________________________________________________
 KW2323* NAD 83(1986)-  40 54 27.     (N)    077 46 56.     (W)     SCALED    
 KW2323* NAVD 88     -       229.800  (meters)     753.94   (feet)  ADJUSTED  
 KW2323  ___________________________________________________________________
 KW2323  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KW2323  DYNAMIC HT  -         229.692 (meters)     753.58  (feet)  COMP
 KW2323  MODELED GRAV-     980,148.8   (mgal)                       NAVD 88
 KW2323
 KW2323  VERT ORDER  -  SECOND    CLASS 0
 KW2323
 KW2323.The horizontal coordinates were scaled from a topographic map and have
 KW2323.an estimated accuracy of +/- 6 seconds.
 KW2323
 KW2323.The orthometric height was determined by differential leveling
 KW2323.and adjusted by the National Geodetic Survey in June 1991..
 KW2323
 KW2323.The geoid height was determined by GEOID03.
 KW2323
 KW2323.The dynamic height is computed by dividing the NAVD 88
 KW2323.geopotential number by the normal gravity value computed on the
 KW2323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2323.degrees latitude (g = 980.6199 gals.).
 KW2323
 KW2323.The modeled gravity was interpolated from observed gravity values.
 KW2323
 KW2323;                    North         East    Units  Estimated Accuracy
 KW2323;SPC PA N     -    82,270.      597,290.      MT  (+/- 180 meters Scaled)
 KW2323
 KW2323                          SUPERSEDED SURVEY CONTROL
 KW2323
 KW2323  NGVD 29 (??/??/??)  230.005  (m)          754.61   (f) ADJUSTED    2 0
 KW2323
 KW2323.Superseded values are not recommended for survey control.
 KW2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2323.See file dsdata.txt to determine how the superseded data were derived.
 KW2323
 KW2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL656322(NAD 83)
 KW2323_MARKER: DB = BENCH MARK DISK
 KW2323_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2323_SP_SET: BRIDGE POST
 KW2323_STAMPING: C 37 1934
 KW2323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2323
 KW2323  HISTORY     - Date     Condition        Report By
 KW2323  HISTORY     - 1934     MONUMENTED       CGS
 KW2323  HISTORY     - 19960809 GOOD             USPSQD
 KW2323
 KW2323                          STATION DESCRIPTION
 KW2323
 KW2323'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW2323'AT BELLEFONTE.
 KW2323'ON STATE HIGHWAY 550 (WILLOW BANK STREET), ABOUT 272 FEET WEST
 KW2323'OF THE WEST RAIL OF THE PENNSYLVANIA RAILROAD TRACK, AT HIGHWAY
 KW2323'STATION 1123/19, AT LOGAN BRANCH BRIDGE 1124+39, IN THE SOUTHEAST
 KW2323'BRIDGE POST, 18 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 KW2323'AND ABOUT 4 FEET HIGHER THAN THE HIGHWAY.
 KW2323
 KW2323                          STATION RECOVERY (1996)
 KW2323
 KW2323'RECOVERY NOTE BY US POWER SQUADRON 1996
 KW2323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3358 ***********************************************************************
 KV3358  DESIGNATION -  C 371
 KV3358  PID         -  KV3358
 KV3358  STATE/COUNTY-  PA/NORTHAMPTON
 KV3358  USGS QUAD   -  NAZARETH (1992)
 KV3358
 KV3358                         *CURRENT SURVEY CONTROL
 KV3358  ___________________________________________________________________
 KV3358* NAD 83(1986)-  40 38 28.     (N)    075 19 32.     (W)     SCALED    
 KV3358* NAVD 88     -       110.293  (meters)     361.85   (feet)  ADJUSTED  
 KV3358  ___________________________________________________________________
 KV3358  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 KV3358  DYNAMIC HT  -         110.240 (meters)     361.68  (feet)  COMP
 KV3358  MODELED GRAV-     980,143.9   (mgal)                       NAVD 88
 KV3358
 KV3358  VERT ORDER  -  FIRST     CLASS II
 KV3358
 KV3358.The horizontal coordinates were scaled from a topographic map and have
 KV3358.an estimated accuracy of +/- 6 seconds.
 KV3358
 KV3358.The orthometric height was determined by differential leveling
 KV3358.and adjusted by the National Geodetic Survey in June 1991..
 KV3358
 KV3358.The geoid height was determined by GEOID03.
 KV3358
 KV3358.The dynamic height is computed by dividing the NAVD 88
 KV3358.geopotential number by the normal gravity value computed on the
 KV3358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3358.degrees latitude (g = 980.6199 gals.).
 KV3358
 KV3358.The modeled gravity was interpolated from observed gravity values.
 KV3358
 KV3358;                    North         East    Units  Estimated Accuracy
 KV3358;SPC PA S     -   148,030.      805,050.      MT  (+/- 180 meters Scaled)
 KV3358
 KV3358                          SUPERSEDED SURVEY CONTROL
 KV3358
 KV3358.No superseded survey control is available for this station.
 KV3358
 KV3358_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK724989(NAD 83)
 KV3358_MARKER: DB = BENCH MARK DISK
 KV3358_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3358_SP_SET: STAINLESS STEEL ROD
 KV3358_STAMPING: C 371 1979
 KV3358_PROJECTION: RECESSED 10 CENTIMETERS
 KV3358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3358_ROD/PIPE-DEPTH: 4.57 meters
 KV3358
 KV3358  HISTORY     - Date     Condition        Report By
 KV3358  HISTORY     - 1979     MONUMENTED       NGS
 KV3358  HISTORY     - 19940425 MARK NOT FOUND   USPSQD
 KV3358
 KV3358                          STATION DESCRIPTION
 KV3358
 KV3358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3358'IN BETHLEHEM.
 KV3358'IN BETHLEHEM IN THE NORTH EASTERN PART OF THE CITY, AT THE JUNCTION
 KV3358'OF FREEMANSSURG ROAD AND 7TH STREET AT THE REAR ENTRANCE OF THE
 KV3358'HEIGHTS OF ST. JOSEPH FEDERAL CREDIT UNION, 65 FEET EAST OF AND
 KV3358'DIRECTLY OPPOSITE POWER POLE B8682 67257 S48560, 23 FEET EAST OF THE
 KV3358'SOUTHWEST CORNER OF THE BUILDING, 14.2 FEET WEST OF THE SOUTHEAST
 KV3358'CORNER OF THE BUILDING, 1 FOOT WEST OF THE WEST FACE OF THE STAIRS
 KV3358'LEADING TO THE BACK ENTRANCE.
 KV3358'THE MARK IS 2 FT ABOVE 7TH STREET.
 KV3358
 KV3358                          STATION RECOVERY (1994)
 KV3358
 KV3358'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV3358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3382 ***********************************************************************
 KV3382  DESIGNATION -  C 372
 KV3382  PID         -  KV3382
 KV3382  STATE/COUNTY-  PA/BERKS
 KV3382  USGS QUAD   -  MANATAWNY (1973)
 KV3382
 KV3382                         *CURRENT SURVEY CONTROL
 KV3382  ___________________________________________________________________
 KV3382* NAD 83(1986)-  40 29 45.     (N)    075 42 46.     (W)     SCALED    
 KV3382* NAVD 88     -       177.298  (meters)     581.69   (feet)  ADJUSTED  
 KV3382  ___________________________________________________________________
 KV3382  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 KV3382  DYNAMIC HT  -         177.206 (meters)     581.38  (feet)  COMP
 KV3382  MODELED GRAV-     980,103.7   (mgal)                       NAVD 88
 KV3382
 KV3382  VERT ORDER  -  FIRST     CLASS II
 KV3382
 KV3382.The horizontal coordinates were scaled from a topographic map and have
 KV3382.an estimated accuracy of +/- 6 seconds.
 KV3382
 KV3382.The orthometric height was determined by differential leveling
 KV3382.and adjusted by the National Geodetic Survey in June 1991..
 KV3382
 KV3382.The geoid height was determined by GEOID03.
 KV3382
 KV3382.The dynamic height is computed by dividing the NAVD 88
 KV3382.geopotential number by the normal gravity value computed on the
 KV3382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3382.degrees latitude (g = 980.6199 gals.).
 KV3382
 KV3382.The modeled gravity was interpolated from observed gravity values.
 KV3382
 KV3382;                    North         East    Units  Estimated Accuracy
 KV3382;SPC PA S     -   131,070.      772,680.      MT  (+/- 180 meters Scaled)
 KV3382
 KV3382                          SUPERSEDED SURVEY CONTROL
 KV3382
 KV3382.No superseded survey control is available for this station.
 KV3382
 KV3382_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK396830(NAD 83)
 KV3382_MARKER: DB = BENCH MARK DISK
 KV3382_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3382_SP_SET: STAINLESS STEEL ROD
 KV3382_STAMPING: C 372 1979
 KV3382_PROJECTION: RECESSED 10 CENTIMETERS
 KV3382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3382+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2003
 KV3382_ROD/PIPE-DEPTH: 3.96 meters
 KV3382
 KV3382  HISTORY     - Date     Condition        Report By
 KV3382  HISTORY     - 1979     MONUMENTED       NGS
 KV3382  HISTORY     - 19991114 GOOD             USPSQD
 KV3382  HISTORY     - 20031227 GOOD             USPSQD
 KV3382
 KV3382                          STATION DESCRIPTION
 KV3382
 KV3382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3382'0.7 MI SW FROM TOPTON.
 KV3382'0.7 MILE SOUTHWEST ALONG WEIS STREET ALSO CALLED LYONS ROAD FROM THE
 KV3382'JUNCTION OF SOUTH HOME AVENUE IN TOPTON TO THE MARK ON THE RIGHT,
 KV3382'ON THE NORTHEAST SIDE OF POWER POLE 73-44, 68.5 FEET SOUTHWEST OF
 KV3382'ROAD MARKER 1-45, 33 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 KV3382'11 FEET SOUTHEAST OF A 12-INCH APPLE TREE, ROD DRIVEN TO REFUSAL.
 KV3382'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 KV3382'THE MARK IS 5 FT ABOVE ROAD.
 KV3382
 KV3382                          STATION RECOVERY (1999)
 KV3382
 KV3382'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV3382'RECOVERED IN GOOD CONDITION.
 KV3382
 KV3382                          STATION RECOVERY (2003)
 KV3382
 KV3382'RECOVERY NOTE BY US POWER SQUADRON 2003
 KV3382'250 FEET N/E FROM ZIMMER LANE.  POLE NUMBER NOW   METED 56684-43047.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1599 ***********************************************************************
 KW1599  DESIGNATION -  C 38
 KW1599  PID         -  KW1599
 KW1599  STATE/COUNTY-  PA/CENTRE
 KW1599  USGS QUAD   -  COBURN (1973)
 KW1599
 KW1599                         *CURRENT SURVEY CONTROL
 KW1599  ___________________________________________________________________
 KW1599* NAD 83(1986)-  40 50 47.     (N)    077 25 41.     (W)     SCALED    
 KW1599* NAVD 88     -       302.400  (meters)     992.12   (feet)  ADJUSTED  
 KW1599  ___________________________________________________________________
 KW1599  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 KW1599  DYNAMIC HT  -         302.252 (meters)     991.64  (feet)  COMP
 KW1599  MODELED GRAV-     980,126.0   (mgal)                       NAVD 88
 KW1599
 KW1599  VERT ORDER  -  SECOND    CLASS 0
 KW1599
 KW1599.The horizontal coordinates were scaled from a topographic map and have
 KW1599.an estimated accuracy of +/- 6 seconds.
 KW1599
 KW1599.The orthometric height was determined by differential leveling
 KW1599.and adjusted by the National Geodetic Survey in June 1991..
 KW1599
 KW1599.The geoid height was determined by GEOID03.
 KW1599
 KW1599.The dynamic height is computed by dividing the NAVD 88
 KW1599.geopotential number by the normal gravity value computed on the
 KW1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1599.degrees latitude (g = 980.6199 gals.).
 KW1599
 KW1599.The modeled gravity was interpolated from observed gravity values.
 KW1599
 KW1599;                    North         East    Units  Estimated Accuracy
 KW1599;SPC PA N     -    75,540.      627,150.      MT  (+/- 180 meters Scaled)
 KW1599
 KW1599                          SUPERSEDED SURVEY CONTROL
 KW1599
 KW1599  NGVD 29 (??/??/??)  302.610  (m)          992.81   (f) ADJUSTED    2 0
 KW1599
 KW1599.Superseded values are not recommended for survey control.
 KW1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1599.See file dsdata.txt to determine how the superseded data were derived.
 KW1599
 KW1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL953245(NAD 83)
 KW1599_MARKER: DB = BENCH MARK DISK
 KW1599_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1599_SP_SET: CULVERT
 KW1599_STAMPING: C 38 1934
 KW1599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1599
 KW1599  HISTORY     - Date     Condition        Report By
 KW1599  HISTORY     - 1934     MONUMENTED       CGS
 KW1599
 KW1599                          STATION DESCRIPTION
 KW1599
 KW1599'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1599'2.8 MI E FROM COBURN.
 KW1599'255 FEET SOUTH OF THE STATION AT INGLEBY, ABOUT 1,160 FEET SOUTH
 KW1599'OF MILEPOST 34, AT A CONCRETE CULVERT, IN THE SOUTHEAST WING
 KW1599'WALL, 8 FEET EAST OF THE EAST RAIL, AND ABOUT 1 FOOT LOWER THAN
 KW1599'THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1679 ***********************************************************************
 KW1679  DESIGNATION -  C 39
 KW1679  PID         -  KW1679
 KW1679  STATE/COUNTY-  PA/MIFFLIN
 KW1679  USGS QUAD   -  ALFARATA (1978)
 KW1679
 KW1679                         *CURRENT SURVEY CONTROL
 KW1679  ___________________________________________________________________
 KW1679* NAD 83(1986)-  40 39 18.     (N)    077 26 27.     (W)     SCALED    
 KW1679* NAVD 88     -       173.002  (meters)     567.59   (feet)  ADJUSTED  
 KW1679  ___________________________________________________________________
 KW1679  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KW1679  DYNAMIC HT  -         172.920 (meters)     567.32  (feet)  COMP
 KW1679  MODELED GRAV-     980,145.2   (mgal)                       NAVD 88
 KW1679
 KW1679  VERT ORDER  -  SECOND    CLASS 0
 KW1679
 KW1679.The horizontal coordinates were scaled from a topographic map and have
 KW1679.an estimated accuracy of +/- 6 seconds.
 KW1679
 KW1679.The orthometric height was determined by differential leveling
 KW1679.and adjusted by the National Geodetic Survey in June 1991..
 KW1679
 KW1679.The geoid height was determined by GEOID03.
 KW1679
 KW1679.The dynamic height is computed by dividing the NAVD 88
 KW1679.geopotential number by the normal gravity value computed on the
 KW1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1679.degrees latitude (g = 980.6199 gals.).
 KW1679
 KW1679.The modeled gravity was interpolated from observed gravity values.
 KW1679
 KW1679;                    North         East    Units  Estimated Accuracy
 KW1679;SPC PA S     -   146,800.      626,150.      MT  (+/- 180 meters Scaled)
 KW1679
 KW1679                          SUPERSEDED SURVEY CONTROL
 KW1679
 KW1679  NGVD 29 (??/??/??)  173.217  (m)          568.30   (f) ADJUSTED    2 0
 KW1679
 KW1679.Superseded values are not recommended for survey control.
 KW1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1679.See file dsdata.txt to determine how the superseded data were derived.
 KW1679
 KW1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL936033(NAD 83)
 KW1679_MARKER: DB = BENCH MARK DISK
 KW1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1679_STAMPING: C 39 1934
 KW1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1679+STABILITY: SURFACE MOTION
 KW1679
 KW1679  HISTORY     - Date     Condition        Report By
 KW1679  HISTORY     - 1934     MONUMENTED       CGS
 KW1679  HISTORY     - 1966     GOOD             USGS
 KW1679
 KW1679                          STATION DESCRIPTION
 KW1679
 KW1679'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1679'1.7 MI W FROM LESIWTOWN.
 KW1679'1.7 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM SHINDLE, 9.0
 KW1679'MILES EAST OF LEWISTOWN, 230 FEET EAST OF MILEPOST 9, 70 FEET
 KW1679'SOUTH OF THE W.C. MORGAN TWO-STORY FRAME DWELLING, ON THE FRONT
 KW1679'LAWN OF THE DWELLING, 45 FEET WEST OF A 24-INCH TERRA COTTA PIPE
 KW1679'UNDER THE TRACK, 24 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 KW1679'20 FEET SOUTH OF A 12-INCH APPLE TREE, AND 4 FEET LOWER THAN THE
 KW1679'TOP OF THE RAIL.  SET IN THE TOP OF A CONCRETE POST.
 KW1679
 KW1679                          STATION RECOVERY (1966)
 KW1679
 KW1679'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KW1679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2909 ***********************************************************************
 KV2909  DESIGNATION -  C 397
 KV2909  PID         -  KV2909
 KV2909  STATE/COUNTY-  PA/NORTHAMPTON
 KV2909  USGS QUAD   -  EASTON (1994)
 KV2909
 KV2909                         *CURRENT SURVEY CONTROL
 KV2909  ___________________________________________________________________
 KV2909* NAD 83(1986)-  40 40 02.     (N)    075 14 32.     (W)     SCALED    
 KV2909* NAVD 88     -        75.603  (meters)     248.04   (feet)  ADJUSTED  
 KV2909  ___________________________________________________________________
 KV2909  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 KV2909  DYNAMIC HT  -          75.567 (meters)     247.92  (feet)  COMP
 KV2909  MODELED GRAV-     980,154.2   (mgal)                       NAVD 88
 KV2909  OBS GRAVITY -     980,154.0   (mgal)                       GRAV_OBS
 KV2909
 KV2909  VERT ORDER  -  FIRST     CLASS II
 KV2909
 KV2909.The horizontal coordinates were scaled from a topographic map and have
 KV2909.an estimated accuracy of +/- 6 seconds.
 KV2909
 KV2909.The orthometric height was determined by differential leveling
 KV2909.and adjusted by the National Geodetic Survey in June 1991..
 KV2909
 KV2909.The geoid height was determined by GEOID03.
 KV2909
 KV2909.The dynamic height is computed by dividing the NAVD 88
 KV2909.geopotential number by the normal gravity value computed on the
 KV2909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2909.degrees latitude (g = 980.6199 gals.).
 KV2909
 KV2909.The modeled gravity was interpolated from observed gravity values.
 KV2909.The observed gravity was obtained from relative gravimeter ties
 KV2909.to the IGSN71 gravity network.
 KV2909
 KV2909;                    North         East    Units  Estimated Accuracy
 KV2909;SPC PA S     -   151,120.      812,010.      MT  (+/- 180 meters Scaled)
 KV2909
 KV2909                          SUPERSEDED SURVEY CONTROL
 KV2909
 KV2909  NGVD 29 (01/10/92)   75.820  (m)          248.75   (f) ADJUSTED    1 2
 KV2909
 KV2909.Superseded values are not recommended for survey control.
 KV2909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2909.See file dsdata.txt to determine how the superseded data were derived.
 KV2909
 KV2909_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL795018(NAD 83)
 KV2909_MARKER: DV = VERTICAL CONTROL DISK
 KV2909_SETTING: 66 = SET IN ROCK OUTCROP
 KV2909_SP_SET: BEDROCK
 KV2909_STAMPING: C 397 1978
 KV2909_MARK LOGO: NGS   
 KV2909_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV2909_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV2909+STABILITY: POSITION/ELEVATION WELL
 KV2909_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2909+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1995
 KV2909
 KV2909  HISTORY     - Date     Condition        Report By
 KV2909  HISTORY     - 1978     MONUMENTED       NGS
 KV2909  HISTORY     - 19950105 GOOD             NJGS
 KV2909  HISTORY     - 19991211 MARK NOT FOUND   USPSQD
 KV2909
 KV2909                          STATION DESCRIPTION
 KV2909
 KV2909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2909'0.65 MI SOUTH FROM WILSON.
 KV2909'0.65 MILE SOUTHEASTERLY ALONG 25TH STREET FROM ITS INTERSECTION
 KV2909'WITH FREEMANSBURG ROAD, SET HORIZONTALLY IN A SMALL ROAD LEDGE,
 KV2909'ABOUT 500 FEET SOUTHWEST OF AND ACROSS THE STREET FROM THE CHILDRENS
 KV2909'HOME OF EASTON, 122 FEET NORTHWEST OF THE CENTERLINE OF LEHIGH
 KV2909'DRIVE, AND 54.5 FEET SOUTHWEST OF THE CENTER MEDIAN OF 25TH
 KV2909'STREET.  THIS BENCH MARK HAS BEEN DESIGNATED A BASIC NET A LEVEL
 KV2909'LINE JUNCTION MARK.
 KV2909
 KV2909                          STATION RECOVERY (1995)
 KV2909
 KV2909'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV2909'RECOVERED AS DESCRIBED.
 KV2909
 KV2909                          STATION RECOVERY (1999)
 KV2909
 KV2909'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV2909'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1831 ***********************************************************************
 KW1831  DESIGNATION -  C 4
 KW1831  PID         -  KW1831
 KW1831  STATE/COUNTY-  PA/CUMBERLAND
 KW1831  USGS QUAD   -  CARLISLE (1984)
 KW1831
 KW1831                         *CURRENT SURVEY CONTROL
 KW1831  ___________________________________________________________________
 KW1831* NAD 83(1986)-  40 12 06.     (N)    077 11 30.     (W)     SCALED    
 KW1831* NAVD 88     -       144.565  (meters)     474.29   (feet)  ADJUSTED  
 KW1831  ___________________________________________________________________
 KW1831  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 KW1831  DYNAMIC HT  -         144.491 (meters)     474.05  (feet)  COMP
 KW1831  MODELED GRAV-     980,113.1   (mgal)                       NAVD 88
 KW1831
 KW1831  VERT ORDER  -  FIRST     CLASS II
 KW1831
 KW1831.The horizontal coordinates were scaled from a topographic map and have
 KW1831.an estimated accuracy of +/- 6 seconds.
 KW1831
 KW1831.The orthometric height was determined by differential leveling
 KW1831.and adjusted by the National Geodetic Survey in June 1991..
 KW1831
 KW1831.The geoid height was determined by GEOID03.
 KW1831
 KW1831.The dynamic height is computed by dividing the NAVD 88
 KW1831.geopotential number by the normal gravity value computed on the
 KW1831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1831.degrees latitude (g = 980.6199 gals.).
 KW1831
 KW1831.The modeled gravity was interpolated from observed gravity values.
 KW1831
 KW1831;                    North         East    Units  Estimated Accuracy
 KW1831;SPC PA S     -    96,570.      647,540.      MT  (+/- 180 meters Scaled)
 KW1831
 KW1831                          SUPERSEDED SURVEY CONTROL
 KW1831
 KW1831  NGVD 29 (??/??/??)  144.780  (m)          475.00   (f) ADJUSTED    1 2
 KW1831
 KW1831.Superseded values are not recommended for survey control.
 KW1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1831.See file dsdata.txt to determine how the superseded data were derived.
 KW1831
 KW1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK134524(NAD 83)
 KW1831_MARKER: DB = BENCH MARK DISK
 KW1831_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1831_SP_SET: BUILDING
 KW1831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1831
 KW1831  HISTORY     - Date     Condition        Report By
 KW1831  HISTORY     - 1931     MONUMENTED       CGS
 KW1831  HISTORY     - 1931     GOOD             CGS
 KW1831  HISTORY     - 20050725 MARK NOT FOUND   USPSQD
 KW1831
 KW1831                          STATION DESCRIPTION
 KW1831
 KW1831'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 KW1831'IN CARLISLE.
 KW1831'LOCATED IN THE PENN. R.R. STATION, IN THE SOUTH WALL OF THE
 KW1831'STATION, BETWEEN THE OFFICE WINDOW AND THE EAST ENTRANCE TO
 KW1831'LADIES WAITING ROOM.  MARK IS IN THE FIFTH COURSE OF MASONRY 5
 KW1831'FT. ABOVE THE SIDEWALK.
 KW1831
 KW1831                          STATION RECOVERY (2005)
 KW1831
 KW1831'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPP)
 KW1831'THE RAILROAD STATION HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1832 ***********************************************************************
 KW1832  DESIGNATION -  C 4 RESET 1940
 KW1832  PID         -  KW1832
 KW1832  STATE/COUNTY-  PA/CUMBERLAND
 KW1832  USGS QUAD   -  CARLISLE (1984)
 KW1832
 KW1832                         *CURRENT SURVEY CONTROL
 KW1832  ___________________________________________________________________
 KW1832* NAD 83(1986)-  40 12 03.     (N)    077 11 22.     (W)     SCALED    
 KW1832* NAVD 88     -       145.044  (meters)     475.87   (feet)  ADJUSTED  
 KW1832  ___________________________________________________________________
 KW1832  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 KW1832  DYNAMIC HT  -         144.970 (meters)     475.62  (feet)  COMP
 KW1832  MODELED GRAV-     980,112.9   (mgal)                       NAVD 88
 KW1832
 KW1832  VERT ORDER  -  FIRST     CLASS II
 KW1832
 KW1832.The horizontal coordinates were scaled from a topographic map and have
 KW1832.an estimated accuracy of +/- 6 seconds.
 KW1832
 KW1832.The orthometric height was determined by differential leveling
 KW1832.and adjusted by the National Geodetic Survey in June 1991..
 KW1832
 KW1832.The geoid height was determined by GEOID03.
 KW1832
 KW1832.The dynamic height is computed by dividing the NAVD 88
 KW1832.geopotential number by the normal gravity value computed on the
 KW1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1832.degrees latitude (g = 980.6199 gals.).
 KW1832
 KW1832.The modeled gravity was interpolated from observed gravity values.
 KW1832
 KW1832;                    North         East    Units  Estimated Accuracy
 KW1832;SPC PA S     -    96,470.      647,730.      MT  (+/- 180 meters Scaled)
 KW1832
 KW1832                          SUPERSEDED SURVEY CONTROL
 KW1832
 KW1832  NGVD 29 (??/??/??)  145.26   (m)          476.6    (f) RESET       3  
 KW1832
 KW1832.Superseded values are not recommended for survey control.
 KW1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1832.See file dsdata.txt to determine how the superseded data were derived.
 KW1832
 KW1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK136523(NAD 83)
 KW1832_MARKER: DB = BENCH MARK DISK
 KW1832_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1832_SP_SET: STEP
 KW1832_STAMPING: C 4 RESET 1940
 KW1832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1832_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1832+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2005
 KW1832
 KW1832  HISTORY     - Date     Condition        Report By
 KW1832  HISTORY     - 1940     MONUMENTED       CGS
 KW1832  HISTORY     - 1952     GOOD             CGS
 KW1832  HISTORY     - 1979     GOOD             NGS
 KW1832  HISTORY     - 20050716 GOOD             GEOCAC
 KW1832
 KW1832                          STATION DESCRIPTION
 KW1832
 KW1832'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KW1832'AT CARLISLE.
 KW1832'AT CARLISLE, CUMBERLAND COUNTY, AT THE SOUTHWEST CORNER OF
 KW1832'HANOVER AND HIGH STREETS, AT THE COUNTY COURTHOUSE, ON THE
 KW1832'SECOND SIDE STEP OF THE PORTICO, AND 0.8 FOOT FROM THE FRONT FACE
 KW1832'OF THE BUILDING.  A STANDARD DISK, STAMPED C 4 RESET 1940.
 KW1832'NOTE-- THE MARK IS 1.1 FEET ABOVE THE SIDEWALK, 13.8 FEET SOUTH
 KW1832'OF NORTH CORNER OF COURTHOUSE.
 KW1832
 KW1832                          STATION RECOVERY (1979)
 KW1832
 KW1832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW1832'RECOVERED IN GOOD CONDITION.
 KW1832
 KW1832                          STATION RECOVERY (2005)
 KW1832
 KW1832'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KW1832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0030 ***********************************************************************
 KW0030  DESIGNATION -  C 40
 KW0030  PID         -  KW0030
 KW0030  STATE/COUNTY-  PA/SCHUYLKILL
 KW0030  USGS QUAD   -  ASHLAND (1984)
 KW0030
 KW0030                         *CURRENT SURVEY CONTROL
 KW0030  ___________________________________________________________________
 KW0030* NAD 83(1986)-  40 47 32.     (N)    076 15 05.     (W)     SCALED    
 KW0030* NAVD 88     -       338.575  (meters)    1110.81   (feet)  ADJUSTED  
 KW0030  ___________________________________________________________________
 KW0030  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KW0030  DYNAMIC HT  -         338.406 (meters)    1110.25  (feet)  COMP
 KW0030  MODELED GRAV-     980,116.4   (mgal)                       NAVD 88
 KW0030
 KW0030  VERT ORDER  -  SECOND    CLASS 0
 KW0030
 KW0030.The horizontal coordinates were scaled from a topographic map and have
 KW0030.an estimated accuracy of +/- 6 seconds.
 KW0030
 KW0030.The orthometric height was determined by differential leveling
 KW0030.and adjusted by the National Geodetic Survey in June 1991..
 KW0030
 KW0030.The geoid height was determined by GEOID03.
 KW0030
 KW0030.The dynamic height is computed by dividing the NAVD 88
 KW0030.geopotential number by the normal gravity value computed on the
 KW0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0030.degrees latitude (g = 980.6199 gals.).
 KW0030
 KW0030.The modeled gravity was interpolated from observed gravity values.
 KW0030
 KW0030;                    North         East    Units  Estimated Accuracy
 KW0030;SPC PA S     -   163,060.      726,470.      MT  (+/- 180 meters Scaled)
 KW0030
 KW0030                          SUPERSEDED SURVEY CONTROL
 KW0030
 KW0030  NGVD 29 (??/??/??)  338.783  (m)         1111.49   (f) ADJUSTED    2 0
 KW0030
 KW0030.Superseded values are not recommended for survey control.
 KW0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0030.See file dsdata.txt to determine how the superseded data were derived.
 KW0030
 KW0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL944164(NAD 83)
 KW0030_MARKER: DB = BENCH MARK DISK
 KW0030_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0030_SP_SET: BRIDGE
 KW0030_STAMPING: C 40 1934
 KW0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0030
 KW0030  HISTORY     - Date     Condition        Report By
 KW0030  HISTORY     - 1934     MONUMENTED       CGS
 KW0030  HISTORY     - 20050510 POOR             PADT
 KW0030
 KW0030                          STATION DESCRIPTION
 KW0030
 KW0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0030'0.6 MI W FROM MAHANOY PLANE.
 KW0030'0.6 MILE WEST ALONG THE READING CO. RAILWAY FROM MAHANOY PLANE,
 KW0030'SCHUYLKILL COUNTY, AT SHENANDOAH JUNCTION, AT BRIDGE 0/10, IN
 KW0030'THE SOUTH END OF THE SOUTHEAST BACK WALL, 10 FEET EAST OF THE CENTER
 KW0030'LINE OF THE TRACK, AND BOUT 1 FOOT LOWER THAN THE TOP OF THE
 KW0030'RAIL.  A STANDARD DISK, STAMPED C 40 1934.
 KW0030
 KW0030                          STATION RECOVERY (2005)
 KW0030
 KW0030'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (DL)
 KW0030'PENNDOT RAN DIFFERENTIAL LEVELS AND FROM C 42 AND F 232 TO CHECK.  NEW
 KW0030'ELEVATION IS 337.811 METERS (1108.30 FT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2399 ***********************************************************************
 LY2399  DESIGNATION -  C 400
 LY2399  PID         -  LY2399
 LY2399  STATE/COUNTY-  PA/SUSQUEHANNA
 LY2399  USGS QUAD   -  SUSQUEHANNA (1994)
 LY2399
 LY2399                         *CURRENT SURVEY CONTROL
 LY2399  ___________________________________________________________________
 LY2399* NAD 83(1986)-  41 58 44.     (N)    075 35 07.     (W)     SCALED    
 LY2399* NAVD 88     -       349.607  (meters)    1147.00   (feet)  ADJUSTED  
 LY2399  ___________________________________________________________________
 LY2399  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 LY2399  DYNAMIC HT  -         349.482 (meters)    1146.59  (feet)  COMP
 LY2399  MODELED GRAV-     980,253.9   (mgal)                       NAVD 88
 LY2399
 LY2399  VERT ORDER  -  FIRST     CLASS II
 LY2399
 LY2399.The horizontal coordinates were scaled from a topographic map and have
 LY2399.an estimated accuracy of +/- 6 seconds.
 LY2399
 LY2399.The orthometric height was determined by differential leveling
 LY2399.and adjusted by the National Geodetic Survey in June 1991..
 LY2399
 LY2399.The geoid height was determined by GEOID03.
 LY2399
 LY2399.The dynamic height is computed by dividing the NAVD 88
 LY2399.geopotential number by the normal gravity value computed on the
 LY2399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2399.degrees latitude (g = 980.6199 gals.).
 LY2399
 LY2399.The modeled gravity was interpolated from observed gravity values.
 LY2399
 LY2399;                    North         East    Units  Estimated Accuracy
 LY2399;SPC PA N     -   203,500.      779,390.      MT  (+/- 180 meters Scaled)
 LY2399
 LY2399                          SUPERSEDED SURVEY CONTROL
 LY2399
 LY2399.No superseded survey control is available for this station.
 LY2399
 LY2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM515475(NAD 83)
 LY2399_MARKER: I = METAL ROD
 LY2399_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2399_SP_SET: STAINLESS STEEL ROD
 LY2399_STAMPING: C 400 1982
 LY2399_MARK LOGO: NGS   
 LY2399_PROJECTION: FLUSH
 LY2399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2399_ROD/PIPE-DEPTH: 2.4  meters
 LY2399
 LY2399  HISTORY     - Date     Condition        Report By
 LY2399  HISTORY     - 1982     MONUMENTED       NGS
 LY2399
 LY2399                          STATION DESCRIPTION
 LY2399
 LY2399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2399'2.95 KM (1.85 MI) NE FROM LANESBORO.
 LY2399'1.6 KM (1.0 MI) NORTH ALONG MAIN STREET FROM THE JUNCTION OF STATE
 LY2399'HIGHWAY 171 IN LANESBORO, THENCE 1.35 KM (0.85 MI) NORTHEAST ALONG
 LY2399'VINEGAR HILL ROAD, TO THE MARK ON THE LEFT, 12.30 METERS (40.35 FT)
 LY2399'WEST OF THE CENTER OF THE ROAD, 17.30 METERS (56.7 FT) SOUTHWEST OF
 LY2399'THE NORTHWEST CORNER OF A TWO-STORY FRAMED HOUSE, 0.80 METER (2.6 FT)
 LY2399'EAST-SOUTHEAST OF A UTILITY POLE WITH TRANSFORMER NUMBER GB 32.
 LY2399'NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, ROD DRIVEN TO
 LY2399'REFUSAL AND EMBEDDED AT 2.4 METERS.
 LY2399'THE MARK IS 0.45 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1776 ***********************************************************************
 KX1776  DESIGNATION -  C 401
 KX1776  PID         -  KX1776
 KX1776  STATE/COUNTY-  PA/ARMSTRONG
 KX1776  USGS QUAD   -  MOSGROVE (1993)
 KX1776
 KX1776                         *CURRENT SURVEY CONTROL
 KX1776  ___________________________________________________________________
 KX1776* NAD 83(1986)-  40 51 00.     (N)    079 28 37.     (W)     SCALED    
 KX1776* NAVD 88     -       304.637  (meters)     999.46   (feet)  ADJUSTED  
 KX1776  ___________________________________________________________________
 KX1776  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 KX1776  DYNAMIC HT  -         304.488 (meters)     998.97  (feet)  COMP
 KX1776  MODELED GRAV-     980,128.0   (mgal)                       NAVD 88
 KX1776
 KX1776  VERT ORDER  -  FIRST     CLASS II
 KX1776
 KX1776.The horizontal coordinates were scaled from a topographic map and have
 KX1776.an estimated accuracy of +/- 6 seconds.
 KX1776
 KX1776.The orthometric height was determined by differential leveling
 KX1776.and adjusted by the National Geodetic Survey in June 1991..
 KX1776
 KX1776.The geoid height was determined by GEOID03.
 KX1776
 KX1776.The dynamic height is computed by dividing the NAVD 88
 KX1776.geopotential number by the normal gravity value computed on the
 KX1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1776.degrees latitude (g = 980.6199 gals.).
 KX1776
 KX1776.The modeled gravity was interpolated from observed gravity values.
 KX1776
 KX1776;                    North         East    Units  Estimated Accuracy
 KX1776;SPC PA S     -   169,830.      454,390.      MT  (+/- 180 meters Scaled)
 KX1776
 KX1776                          SUPERSEDED SURVEY CONTROL
 KX1776
 KX1776  NGVD 29 (06/03/92)  304.816  (m)         1000.05   (f) ADJUSTED    1 2
 KX1776
 KX1776.Superseded values are not recommended for survey control.
 KX1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1776.See file dsdata.txt to determine how the superseded data were derived.
 KX1776
 KX1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF283232(NAD 83)
 KX1776_MARKER: I = METAL ROD
 KX1776_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KX1776_SP_SET: STAINLESS STEEL ROD
 KX1776_STAMPING: C 401 1982
 KX1776_MARK LOGO: NGS   
 KX1776_PROJECTION: FLUSH
 KX1776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1776_ROD/PIPE-DEPTH: 4.3  meters
 KX1776
 KX1776  HISTORY     - Date     Condition        Report By
 KX1776  HISTORY     - 1982     MONUMENTED       NGS
 KX1776
 KX1776                          STATION DESCRIPTION
 KX1776
 KX1776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1776'2.8 KM (1.75 MI) SE FROM MOSGROVE.
 KX1776'1.04 KM (0.65 MI) SOUTHWEST ALONG KITTANNING, TEMPLETON RIVER ROAD
 KX1776'FROM THE CHESAPEAKE AND OHIO RAILROAD OVER THE ALLEGHENY RIVER IN
 KX1776'MOSGROVE, THENCE 1.8 KM (1.1 MI) SOUTHEAST ALONG HAYS RUN ROAD TO THE
 KX1776'MARK ON THE RIGHT, AT THE EAST CORNER OF A SINGLE STORY FRAME HOUSE,
 KX1776'WITH A ROW OF SPRUCE TREES ON THE NORTHEAST SIDE OF THE PROPERTY,
 KX1776'14.50 METERS (47.6 FT) SOUTHWEST OF THE CENTER OF THE ROAD,
 KX1776'2.24 METERS (7.3 FT) NORTH OF THE EAST CORNER OF THE CONCRETE PORCH OF
 KX1776'THE HOUSE, AND 0.95 METERS (3.1 FT) EAST OF THE EAST CORNER OF THE
 KX1776'HOUSE.
 KX1776'THE MARK IS 0.18 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1840 ***********************************************************************
 KX1840  DESIGNATION -  C 402
 KX1840  PID         -  KX1840
 KX1840  STATE/COUNTY-  PA/INDIANA
 KX1840  USGS QUAD   -  VALIER (1993)
 KX1840
 KX1840                         *CURRENT SURVEY CONTROL
 KX1840  ___________________________________________________________________
 KX1840* NAD 83(1986)-  40 53 02.     (N)    079 02 53.     (W)     SCALED    
 KX1840* NAVD 88     -       463.639  (meters)    1521.12   (feet)  ADJUSTED  
 KX1840  ___________________________________________________________________
 KX1840  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KX1840  DYNAMIC HT  -         463.407 (meters)    1520.36  (feet)  COMP
 KX1840  MODELED GRAV-     980,109.4   (mgal)                       NAVD 88
 KX1840
 KX1840  VERT ORDER  -  FIRST     CLASS II
 KX1840
 KX1840.The horizontal coordinates were scaled from a topographic map and have
 KX1840.an estimated accuracy of +/- 6 seconds.
 KX1840
 KX1840.The orthometric height was determined by differential leveling
 KX1840.and adjusted by the National Geodetic Survey in June 1991..
 KX1840
 KX1840.The geoid height was determined by GEOID03.
 KX1840
 KX1840.The dynamic height is computed by dividing the NAVD 88
 KX1840.geopotential number by the normal gravity value computed on the
 KX1840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1840.degrees latitude (g = 980.6199 gals.).
 KX1840
 KX1840.The modeled gravity was interpolated from observed gravity values.
 KX1840
 KX1840;                    North         East    Units  Estimated Accuracy
 KX1840;SPC PA S     -   172,970.      490,600.      MT  (+/- 180 meters Scaled)
 KX1840
 KX1840                          SUPERSEDED SURVEY CONTROL
 KX1840
 KX1840  NGVD 29 (06/03/92)  463.802  (m)         1521.66   (f) ADJUSTED    1 2
 KX1840
 KX1840.Superseded values are not recommended for survey control.
 KX1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1840.See file dsdata.txt to determine how the superseded data were derived.
 KX1840
 KX1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF644277(NAD 83)
 KX1840_MARKER: I = METAL ROD
 KX1840_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KX1840_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KX1840_STAMPING: C 402 1982
 KX1840_MARK LOGO: NGS   
 KX1840_PROJECTION: FLUSH
 KX1840_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX1840+STABILITY: POSITION/ELEVATION WELL
 KX1840_ROD/PIPE-DEPTH: 7.6  meters
 KX1840_SLEEVE-DEPTH  : 6.1 meters
 KX1840
 KX1840  HISTORY     - Date     Condition        Report By
 KX1840  HISTORY     - 1982     MONUMENTED       NGS
 KX1840
 KX1840                          STATION DESCRIPTION
 KX1840
 KX1840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1840'2.6 KM (1.6 MI) NE FROM TRADE CITY.
 KX1840'2.6 KM (1.6 MI) EAST ALONG STATE HIGHWAY 210 TO A DRIVEWAY AND A
 KX1840'CEMETARY ON THE RIGHT, FROM THE JUNCTION OF STATE HIGHWAYS 954 AND 210
 KX1840'IN TRADE CITY.  THENCE 0.08 KM (0.05 MI) SOUTH AND WEST ALONG A GRAVEL
 KX1840'ROAD TO THE MARK ON THE LEFT, ON THE SOUTH SIDE OF THE ROAD, AND BY A
 KX1840'SMALL CEMENT BLOCK BUILDING.  3.4 METERS (11.1 FT) SOUTH FROM THE
 KX1840'CENTERLINE OF THE GRAVEL ROAD, 1.3 METERS (4.3 FT) NORTH FROM THE
 KX1840'NORTHEAST CORNER OF THE CEMENT BLOCK BUILDING, 21.0 METERS (68.9 FT)
 KX1840'SOUTHEAST FROM A LARGE PINE TREE 9.2 METERS (30.2 FT) WEST FROM A
 KX1840'TOMBSTONE, WITH THE NAME INSCRIBED (RUTH).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1740 ***********************************************************************
 MA1740  DESIGNATION -  C 403
 MA1740  PID         -  MA1740
 MA1740  STATE/COUNTY-  PA/CLEARFIELD
 MA1740  USGS QUAD   -  DU BOIS (1994)
 MA1740
 MA1740                         *CURRENT SURVEY CONTROL
 MA1740  ___________________________________________________________________
 MA1740* NAD 83(1986)-  41 07 14.     (N)    078 45 35.     (W)     SCALED    
 MA1740* NAVD 88     -       427.517  (meters)    1402.61   (feet)  ADJUSTED  
 MA1740  ___________________________________________________________________
 MA1740  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 MA1740  DYNAMIC HT  -         427.313 (meters)    1401.94  (feet)  COMP
 MA1740  MODELED GRAV-     980,135.1   (mgal)                       NAVD 88
 MA1740
 MA1740  VERT ORDER  -  FIRST     CLASS II
 MA1740
 MA1740.The horizontal coordinates were scaled from a topographic map and have
 MA1740.an estimated accuracy of +/- 6 seconds.
 MA1740
 MA1740.The orthometric height was determined by differential leveling
 MA1740.and adjusted by the National Geodetic Survey in June 1991..
 MA1740
 MA1740.The geoid height was determined by GEOID03.
 MA1740
 MA1740.The dynamic height is computed by dividing the NAVD 88
 MA1740.geopotential number by the normal gravity value computed on the
 MA1740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1740.degrees latitude (g = 980.6199 gals.).
 MA1740
 MA1740.The modeled gravity was interpolated from observed gravity values.
 MA1740
 MA1740;                    North         East    Units  Estimated Accuracy
 MA1740;SPC PA N     -   106,430.      515,210.      MT  (+/- 180 meters Scaled)
 MA1740
 MA1740                          SUPERSEDED SURVEY CONTROL
 MA1740
 MA1740  NGVD 29 (06/03/92)  427.674  (m)         1403.13   (f) ADJUSTED    1 2
 MA1740
 MA1740.Superseded values are not recommended for survey control.
 MA1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1740.See file dsdata.txt to determine how the superseded data were derived.
 MA1740
 MA1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF880545(NAD 83)
 MA1740_MARKER: I = METAL ROD
 MA1740_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MA1740_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MA1740_STAMPING: C 403 1982
 MA1740_MARK LOGO: NGS   
 MA1740_PROJECTION: FLUSH
 MA1740_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA1740+STABILITY: POSITION/ELEVATION WELL
 MA1740_ROD/PIPE-DEPTH: 13.4 meters
 MA1740_SLEEVE-DEPTH  : 6.10 meters
 MA1740
 MA1740  HISTORY     - Date     Condition        Report By
 MA1740  HISTORY     - 1982     MONUMENTED       NGS
 MA1740
 MA1740                          STATION DESCRIPTION
 MA1740
 MA1740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MA1740'IN DU BOIS.
 MA1740'4.6 KM (2.85 MI) SOUTH ALONG U.S. HIGHWAY 219 FROM THE INTERSECTION
 MA1740'OF INTERSTATE 80 AND U.S. HIGHWAY 219 SOUTH, TO THE MARK ON THE RIGHT,
 MA1740'IN THE FRONT LAWN OF THE GEORGE D. MONTGOMERY AMERICAN LEGION POST
 MA1740'NUMBER 17.  17.4 METERS (57 FT) WEST OF THE CENTERLINE OF U.S.
 MA1740'HIGHWAY 219, 18.4 METERS (60.5 FT) EAST OF THE NORTHEAST CORNER OF
 MA1740'THE AMERICAN LEGION BUILDING, 21.7 METERS (71.0 FT) NORTH OF THE
 MA1740'NORTHWEST CORNER OF BRIDGE OVER SANDYLICK CREEK, AND 2.7 METERS (8.8
 MA1740'FT) NORTH OF A FLAG POLE.
 MA1740'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1886 ***********************************************************************
 KX1886  DESIGNATION -  C 404
 KX1886  PID         -  KX1886
 KX1886  STATE/COUNTY-  PA/ARMSTRONG
 KX1886  USGS QUAD   -  KITTANNING (1993)
 KX1886
 KX1886                         *CURRENT SURVEY CONTROL
 KX1886  ___________________________________________________________________
 KX1886* NAD 83(1986)-  40 51 12.     (N)    079 31 01.     (W)     SCALED    
 KX1886* NAVD 88     -       249.226  (meters)     817.67   (feet)  ADJUSTED  
 KX1886  ___________________________________________________________________
 KX1886  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 KX1886  DYNAMIC HT  -         249.103 (meters)     817.27  (feet)  COMP
 KX1886  MODELED GRAV-     980,127.1   (mgal)                       NAVD 88
 KX1886
 KX1886  VERT ORDER  -  FIRST     CLASS II
 KX1886
 KX1886.The horizontal coordinates were scaled from a topographic map and have
 KX1886.an estimated accuracy of +/- 6 seconds.
 KX1886
 KX1886.The orthometric height was determined by differential leveling
 KX1886.and adjusted by the National Geodetic Survey in June 1991..
 KX1886
 KX1886.The geoid height was determined by GEOID03.
 KX1886
 KX1886.The dynamic height is computed by dividing the NAVD 88
 KX1886.geopotential number by the normal gravity value computed on the
 KX1886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1886.degrees latitude (g = 980.6199 gals.).
 KX1886
 KX1886.The modeled gravity was interpolated from observed gravity values.
 KX1886
 KX1886;                    North         East    Units  Estimated Accuracy
 KX1886;SPC PA S     -   170,270.      451,020.      MT  (+/- 180 meters Scaled)
 KX1886
 KX1886                          SUPERSEDED SURVEY CONTROL
 KX1886
 KX1886  NGVD 29 (06/03/92)  249.401  (m)          818.24   (f) ADJUSTED    1 2
 KX1886
 KX1886.Superseded values are not recommended for survey control.
 KX1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1886.See file dsdata.txt to determine how the superseded data were derived.
 KX1886
 KX1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF250235(NAD 83)
 KX1886_MARKER: I = METAL ROD
 KX1886_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KX1886_SP_SET: STAINLESS STEEL ROD
 KX1886_STAMPING: C 404 1982
 KX1886_MARK LOGO: NGS   
 KX1886_PROJECTION: FLUSH
 KX1886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1886_ROD/PIPE-DEPTH: 4.2  meters
 KX1886
 KX1886  HISTORY     - Date     Condition        Report By
 KX1886  HISTORY     - 1982     MONUMENTED       NGS
 KX1886  HISTORY     - 1983     GOOD             NGS
 KX1886
 KX1886                          STATION DESCRIPTION
 KX1886
 KX1886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1886'8.5 KM (5.3 MI) NE FROM WEST KITTANNING.
 KX1886'0.3 KM (0.2 MI) EAST ALONG FURANCE RUN ROAD, THENCE NORTH ALONG COUNTY
 KX1886'ROAD (03024) FOR 1.2 KM (0.8 MI) THRU SMALL VILLAGE OF TARRTOWN AND
 KX1886'THE MARK ON THE RIGHT, 6.0 METERS (19.8 FT) SOUTH OF CENTERLINE
 KX1886'OF ROAD, 29.2 METERS (96.0 FT) NORTH OF THE NORTH RAIL OF THE
 KX1886'RAILROAD, 22.2 METERS (73.0 FT) EAST OF THE NORTHEAST CORNER OF
 KX1886'TARRTOWN CHAPEL AND 0.7 METER (2.0 FT) NORTH OF A POWER POLE.
 KX1886'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 KX1886'THE MARK IS 0.4 M BELOW HIGHWAY.
 KX1886
 KX1886                          STATION RECOVERY (1983)
 KX1886
 KX1886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1886'RECOVERED IN GOOD CONDITION.  ADD TO THE BEGINNING OF THE TEXT FOR THE
 KX1886'1982 DESCRIPTION--4.5 KM (2.8 MI) NORTH ALONG STATE HIGHWAY 268 FROM
 KX1886'THE JUNCTION OF U.S. HIGHWAY 422 AND STATE HIGHWAYS 28 AND 268 IN WEST
 KX1886'KITTANNING TO COUNTY ROAD (03021) ON THE RIGHT, THENCE 0.3 KM (0.2 MI)
 KX1886'NORTHEAST ALONG COUNTY ROAD (03021) TO WHERE ROAD FORKS AT FURNACE RUN
 KX1886'CHAPEL, THENCE....  ALSO, CHANGE FURANCE RUN ROAD TO FURNACE RUN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1774 ***********************************************************************
 MA1774  DESIGNATION -  C 405
 MA1774  PID         -  MA1774
 MA1774  STATE/COUNTY-  PA/BUTLER
 MA1774  USGS QUAD   -  PARKER (1979)
 MA1774
 MA1774                         *CURRENT SURVEY CONTROL
 MA1774  ___________________________________________________________________
 MA1774* NAD 83(1986)-  41 05 32.     (N)    079 42 00.     (W)     SCALED    
 MA1774* NAVD 88     -       371.687  (meters)    1219.44   (feet)  ADJUSTED  
 MA1774  ___________________________________________________________________
 MA1774  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MA1774  DYNAMIC HT  -         371.516 (meters)    1218.88  (feet)  COMP
 MA1774  MODELED GRAV-     980,152.8   (mgal)                       NAVD 88
 MA1774
 MA1774  VERT ORDER  -  FIRST     CLASS II
 MA1774
 MA1774.The horizontal coordinates were scaled from a topographic map and have
 MA1774.an estimated accuracy of +/- 6 seconds.
 MA1774
 MA1774.The orthometric height was determined by differential leveling
 MA1774.and adjusted by the National Geodetic Survey in June 1991..
 MA1774
 MA1774.The geoid height was determined by GEOID03.
 MA1774
 MA1774.The dynamic height is computed by dividing the NAVD 88
 MA1774.geopotential number by the normal gravity value computed on the
 MA1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1774.degrees latitude (g = 980.6199 gals.).
 MA1774
 MA1774.The modeled gravity was interpolated from observed gravity values.
 MA1774
 MA1774;                    North         East    Units  Estimated Accuracy
 MA1774;SPC PA S     -   197,120.      436,180.      MT  (+/- 180 meters Scaled)
 MA1774
 MA1774                          SUPERSEDED SURVEY CONTROL
 MA1774
 MA1774  NGVD 29 (06/03/92)  371.864  (m)         1220.02   (f) ADJUSTED    1 2
 MA1774
 MA1774.Superseded values are not recommended for survey control.
 MA1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1774.See file dsdata.txt to determine how the superseded data were derived.
 MA1774
 MA1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF091498(NAD 83)
 MA1774_MARKER: I = METAL ROD
 MA1774_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MA1774_SP_SET: STAINLESS STEEL ROD
 MA1774_STAMPING: C 405 1982
 MA1774_MARK LOGO: NGS   
 MA1774_PROJECTION: FLUSH
 MA1774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1774_ROD/PIPE-DEPTH: 2.4  meters
 MA1774
 MA1774  HISTORY     - Date     Condition        Report By
 MA1774  HISTORY     - 1982     MONUMENTED       NGS
 MA1774
 MA1774                          STATION DESCRIPTION
 MA1774
 MA1774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MA1774'1.6 KM (1.0 MI) SW FROM PARKER.
 MA1774'1.6 KM (1.0 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 268 FROM POST
 MA1774'OFFICE IN PARKER, TO SIDE ROAD RIGHT (ELDORADO ROAD), AND MARK SET BY
 MA1774'POWER POLE, 8.5 METERS (28.0 FT) NORTH OF THE CENTERLINE OF
 MA1774'HIGHWAY, 0.5 METERS (1.6 FT) NORTHWEST OF A POWERLINE POLE, AND
 MA1774'8.3 METERS (27.0 FT) WEST OF CENTER OF ELDORADO ROAD.
 MA1774'THE MARK IS 0.8 METERS  SE FROM A WITNESS POST.
 MA1774'THE MARK IS 0.3 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1778 ***********************************************************************
 MB1778  DESIGNATION -  C 406
 MB1778  PID         -  MB1778
 MB1778  STATE/COUNTY-  PA/CRAWFORD
 MB1778  USGS QUAD   -  CAMBRIDGE SPRINGS (1975)
 MB1778
 MB1778                         *CURRENT SURVEY CONTROL
 MB1778  ___________________________________________________________________
 MB1778* NAD 83(1986)-  41 49 44.     (N)    080 02 21.     (W)     SCALED    
 MB1778* NAVD 88     -       360.153  (meters)    1181.60   (feet)  ADJUSTED  
 MB1778  ___________________________________________________________________
 MB1778  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 MB1778  DYNAMIC HT  -         360.006 (meters)    1181.12  (feet)  COMP
 MB1778  MODELED GRAV-     980,204.1   (mgal)                       NAVD 88
 MB1778
 MB1778  VERT ORDER  -  FIRST     CLASS II
 MB1778
 MB1778.The horizontal coordinates were scaled from a topographic map and have
 MB1778.an estimated accuracy of +/- 6 seconds.
 MB1778
 MB1778.The orthometric height was determined by differential leveling
 MB1778.and adjusted by the National Geodetic Survey in June 1991..
 MB1778
 MB1778.The geoid height was determined by GEOID03.
 MB1778
 MB1778.The dynamic height is computed by dividing the NAVD 88
 MB1778.geopotential number by the normal gravity value computed on the
 MB1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1778.degrees latitude (g = 980.6199 gals.).
 MB1778
 MB1778.The modeled gravity was interpolated from observed gravity values.
 MB1778
 MB1778;                    North         East    Units  Estimated Accuracy
 MB1778;SPC PA N     -   187,110.      409,860.      MT  (+/- 180 meters Scaled)
 MB1778
 MB1778                          SUPERSEDED SURVEY CONTROL
 MB1778
 MB1778  NGVD 29 (06/03/92)  360.308  (m)         1182.11   (f) ADJUSTED    1 2
 MB1778
 MB1778.Superseded values are not recommended for survey control.
 MB1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1778.See file dsdata.txt to determine how the superseded data were derived.
 MB1778
 MB1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG797312(NAD 83)
 MB1778_MARKER: I = METAL ROD
 MB1778_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1778_SP_SET: STAINLESS STEEL ROD
 MB1778_STAMPING: C 406 1982
 MB1778_MARK LOGO: NGS   
 MB1778_PROJECTION: FLUSH
 MB1778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1778_ROD/PIPE-DEPTH: 5.4  meters
 MB1778
 MB1778  HISTORY     - Date     Condition        Report By
 MB1778  HISTORY     - 1982     MONUMENTED       NGS
 MB1778
 MB1778                          STATION DESCRIPTION
 MB1778
 MB1778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MB1778'3.2 KM (2.0 MI) NE FROM CAMBRIDGE SPRINGS.
 MB1778'3.2 KM (2.0 MI) NORTH ALONG U.S. HIGHWAY 19 FROM THE BRIDGE OVER
 MB1778'FRENCH CREEK IN CAMBRIDGE SPRINGS TO THE MARK ON THE RIGHT AT A
 MB1778'DRIVEWAY, 10.8 METERS (35.5 FT) SOUTH-SOUTHEAST FROM
 MB1778'CENTERLINE OF U.S. HIGHWAY 19, 6.0 METERS (20.0 FT) SOUTHWEST FROM
 MB1778'CENTER OF DRIVEWAY AND 3.9 METERS (13.0 FT) NORTHEAST FROM END OF
 MB1778'ROW OF SPRUCE PINE.
 MB1778'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1786 ***********************************************************************
 MA1786  DESIGNATION -  C 407
 MA1786  PID         -  MA1786
 MA1786  STATE/COUNTY-  PA/VENANGO
 MA1786  USGS QUAD   -  EMLENTON (1979)
 MA1786
 MA1786                         *CURRENT SURVEY CONTROL
 MA1786  ___________________________________________________________________
 MA1786* NAD 83(1986)-  41 10 38.     (N)    079 42 44.     (W)     SCALED    
 MA1786* NAVD 88     -       275.350  (meters)     903.38   (feet)  ADJUSTED  
 MA1786  ___________________________________________________________________
 MA1786  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 MA1786  DYNAMIC HT  -         275.226 (meters)     902.97  (feet)  COMP
 MA1786  MODELED GRAV-     980,164.1   (mgal)                       NAVD 88
 MA1786
 MA1786  VERT ORDER  -  FIRST     CLASS II
 MA1786
 MA1786.The horizontal coordinates were scaled from a topographic map and have
 MA1786.an estimated accuracy of +/- 6 seconds.
 MA1786
 MA1786.The orthometric height was determined by differential leveling
 MA1786.and adjusted by the National Geodetic Survey in June 1991..
 MA1786
 MA1786.The geoid height was determined by GEOID03.
 MA1786
 MA1786.The dynamic height is computed by dividing the NAVD 88
 MA1786.geopotential number by the normal gravity value computed on the
 MA1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1786.degrees latitude (g = 980.6199 gals.).
 MA1786
 MA1786.The modeled gravity was interpolated from observed gravity values.
 MA1786
 MA1786;                    North         East    Units  Estimated Accuracy
 MA1786;SPC PA N     -   114,090.      435,370.      MT  (+/- 180 meters Scaled)
 MA1786
 MA1786                          SUPERSEDED SURVEY CONTROL
 MA1786
 MA1786  NGVD 29 (06/03/92)  275.526  (m)          903.95   (f) ADJUSTED    1 2
 MA1786
 MA1786.Superseded values are not recommended for survey control.
 MA1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1786.See file dsdata.txt to determine how the superseded data were derived.
 MA1786
 MA1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF080592(NAD 83)
 MA1786_MARKER: I = METAL ROD
 MA1786_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MA1786_SP_SET: STAINLESS STEEL ROD
 MA1786_STAMPING: C 407 1982
 MA1786_MARK LOGO: NGS   
 MA1786_PROJECTION: FLUSH
 MA1786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1786_ROD/PIPE-DEPTH: 10.5 meters
 MA1786
 MA1786  HISTORY     - Date     Condition        Report By
 MA1786  HISTORY     - 1982     MONUMENTED       NGS
 MA1786
 MA1786                          STATION DESCRIPTION
 MA1786
 MA1786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MA1786'IN EMLENTON.
 MA1786'0.2 KM (0.1 MI) EAST ALONG STATE HIGHWAY 38 FROM THE BRIDGE OVER THE
 MA1786'ALLEGHENY RIVER IN EMLENTON TO THE MARK ON THE LEFT IN LAWN OF POST
 MA1786'OFFICE, 10.3 METERS (34.0 FT) NORTH FROM CENTERLINE OF STATE
 MA1786'HIGHWAY 38, 8.0 METERS (31.5 FT) SOUTHEAST OF SOUTHWEST CORNER OF
 MA1786'POST OFFICE, 7.3 METERS (24.0 FT) SOUTHEAST OF SOUTHEAST CORNER OF
 MA1786'POST OFFICE, 6.4 METERS (21.0 FT) NORTH OF NORTH RAIL OF RAILROAD
 MA1786'AND 1.2 METERS (4.0 FT) SOUTH OF A FLAG POLE.
 MA1786'THE MARK IS 0.15 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1751 ***********************************************************************
 MB1751  DESIGNATION -  C 408
 MB1751  PID         -  MB1751
 MB1751  STATE/COUNTY-  PA/MERCER
 MB1751  USGS QUAD   -  NEW LEBANON (1987)
 MB1751
 MB1751                         *CURRENT SURVEY CONTROL
 MB1751  ___________________________________________________________________
 MB1751* NAD 83(1986)-  41 28 55.     (N)    080 00 07.     (W)     SCALED    
 MB1751* NAVD 88     -       390.659  (meters)    1281.69   (feet)  ADJUSTED  
 MB1751  ___________________________________________________________________
 MB1751  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 MB1751  DYNAMIC HT  -         390.493 (meters)    1281.14  (feet)  COMP
 MB1751  MODELED GRAV-     980,187.8   (mgal)                       NAVD 88
 MB1751
 MB1751  VERT ORDER  -  FIRST     CLASS II
 MB1751
 MB1751.The horizontal coordinates were scaled from a topographic map and have
 MB1751.an estimated accuracy of +/- 6 seconds.
 MB1751
 MB1751.The orthometric height was determined by differential leveling
 MB1751.and adjusted by the National Geodetic Survey in June 1991..
 MB1751
 MB1751.The geoid height was determined by GEOID03.
 MB1751
 MB1751.The dynamic height is computed by dividing the NAVD 88
 MB1751.geopotential number by the normal gravity value computed on the
 MB1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1751.degrees latitude (g = 980.6199 gals.).
 MB1751
 MB1751.The modeled gravity was interpolated from observed gravity values.
 MB1751
 MB1751;                    North         East    Units  Estimated Accuracy
 MB1751;SPC PA N     -   148,510.      411,950.      MT  (+/- 180 meters Scaled)
 MB1751
 MB1751                          SUPERSEDED SURVEY CONTROL
 MB1751
 MB1751  NGVD 29 (06/03/92)  390.816  (m)         1282.20   (f) ADJUSTED    1 2
 MB1751
 MB1751.Superseded values are not recommended for survey control.
 MB1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1751.See file dsdata.txt to determine how the superseded data were derived.
 MB1751
 MB1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF833927(NAD 83)
 MB1751_MARKER: I = METAL ROD
 MB1751_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1751_SP_SET: STAINLESS STEEL ROD
 MB1751_STAMPING: C 408 1982
 MB1751_MARK LOGO: NGS   
 MB1751_PROJECTION: FLUSH
 MB1751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1751_ROD/PIPE-DEPTH: 6.00 meters
 MB1751
 MB1751  HISTORY     - Date     Condition        Report By
 MB1751  HISTORY     - 1982     MONUMENTED       NGS
 MB1751
 MB1751                          STATION DESCRIPTION
 MB1751
 MB1751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MB1751'6.0 KM (3.75 MI) SE FROM COCHRANTON.
 MB1751'6.0 KM (3.75 MI) SOUTHEAST ALONG U.S. HIGHWAY 322 FROM THE JUNCTION
 MB1751'WITH STATE HIGHWAY 173 IN COCHRANTON TO THE MARK ON THE LEFT AT
 MB1751'TELEPHONE POLE NUMBER 9 WITH A GUYWIRE.  38.5 METERS (126.5 FT)
 MB1751'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 322, 5.9 METERS (19.5 FT)
 MB1751'NORTH OF THE CENTER OF  A GRAVEL ROAD, 2.5 METERS (8.5 FT) SOUTH OF
 MB1751'A FENCE LINE, 0.60 METERS (2.0 FT) WEST OF A TELEPHONE POLE WITH THE
 MB1751'NUMBER 9.
 MB1751'THE MARK IS 0.91 METERS  E FROM A WITNESS POST.
 MB1751'THE MARK IS 0.30 M ABOVE A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1477 ***********************************************************************
 KW1477  DESIGNATION -  C 41
 KW1477  PID         -  KW1477
 KW1477  STATE/COUNTY-  PA/DAUPHIN
 KW1477  USGS QUAD   -  ELIZABETHVILLE (1977)
 KW1477
 KW1477                         *CURRENT SURVEY CONTROL
 KW1477  ___________________________________________________________________
 KW1477* NAD 83(1986)-  40 32 27.     (N)    076 50 42.     (W)     SCALED    
 KW1477* NAVD 88     -       195.796  (meters)     642.37   (feet)  ADJUSTED  
 KW1477  ___________________________________________________________________
 KW1477  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KW1477  DYNAMIC HT  -         195.698 (meters)     642.05  (feet)  COMP
 KW1477  MODELED GRAV-     980,124.1   (mgal)                       NAVD 88
 KW1477
 KW1477  VERT ORDER  -  SECOND    CLASS 0
 KW1477
 KW1477.The horizontal coordinates were scaled from a topographic map and have
 KW1477.an estimated accuracy of +/- 6 seconds.
 KW1477
 KW1477.The orthometric height was determined by differential leveling
 KW1477.and adjusted by the National Geodetic Survey in June 1991..
 KW1477
 KW1477.The geoid height was determined by GEOID03.
 KW1477
 KW1477.The dynamic height is computed by dividing the NAVD 88
 KW1477.geopotential number by the normal gravity value computed on the
 KW1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1477.degrees latitude (g = 980.6199 gals.).
 KW1477
 KW1477.The modeled gravity was interpolated from observed gravity values.
 KW1477
 KW1477;                    North         East    Units  Estimated Accuracy
 KW1477;SPC PA S     -   134,470.      676,660.      MT  (+/- 180 meters Scaled)
 KW1477
 KW1477                          SUPERSEDED SURVEY CONTROL
 KW1477
 KW1477  NGVD 29 (??/??/??)  196.047  (m)          643.20   (f) ADJUSTED    2 0
 KW1477
 KW1477.Superseded values are not recommended for survey control.
 KW1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1477.See file dsdata.txt to determine how the superseded data were derived.
 KW1477
 KW1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK437894(NAD 83)
 KW1477_MARKER: DB = BENCH MARK DISK
 KW1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1477_STAMPING: C 41 1934
 KW1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1477+STABILITY: SURFACE MOTION
 KW1477
 KW1477  HISTORY     - Date     Condition        Report By
 KW1477  HISTORY     - 1934     MONUMENTED       CGS
 KW1477  HISTORY     - 1942     GOOD             CGS
 KW1477
 KW1477                          STATION DESCRIPTION
 KW1477
 KW1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1477'6.6 MI E FROM MILLERSBURG.
 KW1477'6.6 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM MILLERSBURG,
 KW1477'DAUPHIN COUNTY, 0.6 MILE EAST OF MILEPOST 6, ABOUT 100 FEET
 KW1477'EAST OF A TWO-STORY FRAME HOUSE, 40 FEET SOUTH OF THE
 KW1477'SOUTHEAST CORNER OF A 60- BY 35-FOOT BARN, 25 FEET NORTH OF THE
 KW1477'NORTH RAIL, AND 0.5 FOOT LOWER THAN THE TOP OF THE RAIL.  A
 KW1477'STANDARD DISK, STAMPED C 41 1934 AND SET IN THE TOP OF A
 KW1477'CONCRETE POST.
 KW1477
 KW1477                          STATION RECOVERY (1942)
 KW1477
 KW1477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 KW1477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2772 ***********************************************************************
 KW2772  DESIGNATION -  C 411
 KW2772  PID         -  KW2772
 KW2772  STATE/COUNTY-  PA/SNYDER
 KW2772  USGS QUAD   -  SUNBURY (1987)
 KW2772
 KW2772                         *CURRENT SURVEY CONTROL
 KW2772  ___________________________________________________________________
 KW2772* NAD 83(1986)-  40 48 20.     (N)    076 52 05.     (W)     SCALED    
 KW2772* NAVD 88     -       139.347  (meters)     457.17   (feet)  ADJUSTED  
 KW2772  ___________________________________________________________________
 KW2772  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KW2772  DYNAMIC HT  -         139.285 (meters)     456.97  (feet)  COMP
 KW2772  MODELED GRAV-     980,175.5   (mgal)                       NAVD 88
 KW2772
 KW2772  VERT ORDER  -  FIRST     CLASS II
 KW2772
 KW2772.The horizontal coordinates were scaled from a topographic map and have
 KW2772.an estimated accuracy of +/- 6 seconds.
 KW2772
 KW2772.The orthometric height was determined by differential leveling
 KW2772.and adjusted by the National Geodetic Survey in June 1991..
 KW2772
 KW2772.The geoid height was determined by GEOID03.
 KW2772
 KW2772.The dynamic height is computed by dividing the NAVD 88
 KW2772.geopotential number by the normal gravity value computed on the
 KW2772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2772.degrees latitude (g = 980.6199 gals.).
 KW2772
 KW2772.The modeled gravity was interpolated from observed gravity values.
 KW2772
 KW2772;                    North         East    Units  Estimated Accuracy
 KW2772;SPC PA S     -   163,840.      674,420.      MT  (+/- 180 meters Scaled)
 KW2772
 KW2772                          SUPERSEDED SURVEY CONTROL
 KW2772
 KW2772.No superseded survey control is available for this station.
 KW2772
 KW2772_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL424188(NAD 83)
 KW2772_MARKER: I = METAL ROD
 KW2772_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KW2772_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KW2772_STAMPING: C 411 1983
 KW2772_MARK LOGO: NGS   
 KW2772_PROJECTION: FLUSH
 KW2772_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW2772+STABILITY: POSITION/ELEVATION WELL
 KW2772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2772+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2006
 KW2772_ROD/PIPE-DEPTH: 9.8  meters
 KW2772_SLEEVE-DEPTH  : 6.1 meters
 KW2772
 KW2772  HISTORY     - Date     Condition        Report By
 KW2772  HISTORY     - 1983     MONUMENTED       NGS
 KW2772  HISTORY     - 19990501 GOOD             PADT
 KW2772  HISTORY     - 20020311 GOOD             PADT
 KW2772  HISTORY     - 20060727 GOOD             GEOCAC
 KW2772
 KW2772                          STATION DESCRIPTION
 KW2772
 KW2772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KW2772'IN SELINSGROVE.
 KW2772'IN SELINSGROVE, 0.08 KM (0.05 MI) WEST ALONG THE PAVED ENTRANCE DRIVE
 KW2772'OF THE SELINSGROVE HIGH SCHOOL FROM THE JUNCTION OF BROAD AND WEST
 KW2772'MILL STREETS, IN THE CENTER OF THE GRASSY MEDIAN OF A CIRCULAR
 KW2772'DRIVEWAY, 39.01 METERS (128.0 FT) SOUTH OF THE SOUTHEAST CORNER OF THE
 KW2772'EASTERLY WING OF THE SCHOOL WITH A CORNER STONE DATED 1954,
 KW2772'16.60 METERS (55.5 FT) WEST OF THE EAST CURB OF THE CIRCULAR DRIVEWAY,
 KW2772'1.22 METERS (4.0 FT) EAST OF THE FLAGPOLE.
 KW2772'THE MARK IS 0.30 M ABOVE DRIVEWAY.
 KW2772
 KW2772                          STATION RECOVERY (1999)
 KW2772
 KW2772'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (SMM)
 KW2772'RECOVERED IN GOOD CONDITION.
 KW2772
 KW2772                          STATION RECOVERY (2002)
 KW2772
 KW2772'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (MBJ)
 KW2772'RECOVERED IN GOOD CONDITION.
 KW2772
 KW2772                          STATION RECOVERY (2006)
 KW2772
 KW2772'RECOVERY NOTE BY GEOCACHING 2006 (BB)
 KW2772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1597 ***********************************************************************
 LZ1597  DESIGNATION -  C 412
 LZ1597  PID         -  LZ1597
 LZ1597  STATE/COUNTY-  PA/BRADFORD
 LZ1597  USGS QUAD   -  CANTON (1970)
 LZ1597
 LZ1597                         *CURRENT SURVEY CONTROL
 LZ1597  ___________________________________________________________________
 LZ1597* NAD 83(1986)-  41 40 34.     (N)    076 51 14.     (W)     SCALED    
 LZ1597* NAVD 88     -       417.763  (meters)    1370.61   (feet)  ADJUSTED  
 LZ1597  ___________________________________________________________________
 LZ1597  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LZ1597  DYNAMIC HT  -         417.579 (meters)    1370.01  (feet)  COMP
 LZ1597  MODELED GRAV-     980,170.4   (mgal)                       NAVD 88
 LZ1597
 LZ1597  VERT ORDER  -  FIRST     CLASS II
 LZ1597
 LZ1597.The horizontal coordinates were scaled from a topographic map and have
 LZ1597.an estimated accuracy of +/- 6 seconds.
 LZ1597
 LZ1597.The orthometric height was determined by differential leveling
 LZ1597.and adjusted by the National Geodetic Survey in June 1991..
 LZ1597
 LZ1597.The geoid height was determined by GEOID03.
 LZ1597
 LZ1597.The dynamic height is computed by dividing the NAVD 88
 LZ1597.geopotential number by the normal gravity value computed on the
 LZ1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1597.degrees latitude (g = 980.6199 gals.).
 LZ1597
 LZ1597.The modeled gravity was interpolated from observed gravity values.
 LZ1597
 LZ1597;                    North         East    Units  Estimated Accuracy
 LZ1597;SPC PA N     -   168,020.      674,620.      MT  (+/- 180 meters Scaled)
 LZ1597
 LZ1597                          SUPERSEDED SURVEY CONTROL
 LZ1597
 LZ1597.No superseded survey control is available for this station.
 LZ1597
 LZ1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM456154(NAD 83)
 LZ1597_MARKER: DB = BENCH MARK DISK
 LZ1597_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LZ1597_SP_SET: WINGWALL
 LZ1597_STAMPING: C 412 1983
 LZ1597_MARK LOGO: NGS   
 LZ1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1597+STABILITY: SURFACE MOTION
 LZ1597
 LZ1597  HISTORY     - Date     Condition        Report By
 LZ1597  HISTORY     - 1983     MONUMENTED       NGS
 LZ1597
 LZ1597                          STATION DESCRIPTION
 LZ1597
 LZ1597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LZ1597'2.4 KM (1.55 MI) NORTH FROM CANTON.
 LZ1597'2.4 KM (1.55 MI) NORTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE IN
 LZ1597'CANTON TO THE MARK ON THE LEFT, IN THE NORTHWEST WINGWALL OF A BRIDGE,
 LZ1597'5.1 METERS (17.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY 14.
 LZ1597'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1641 ***********************************************************************
 LZ1641  DESIGNATION -  C 413
 LZ1641  PID         -  LZ1641
 LZ1641  STATE/COUNTY-  PA/UNION
 LZ1641  USGS QUAD   -  MILTON (1983)
 LZ1641
 LZ1641                         *CURRENT SURVEY CONTROL
 LZ1641  ___________________________________________________________________
 LZ1641* NAD 83(1992)-  41 04 29.63202(N)    076 52 21.55564(W)     ADJUSTED  
 LZ1641* NAVD 88     -       154.300  (meters)     506.23   (feet)  ADJUSTED  
 LZ1641  ___________________________________________________________________
 LZ1641  X           -   1,093,614.415 (meters)                     COMP
 LZ1641  Y           -  -4,689,388.299 (meters)                     COMP
 LZ1641  Z           -   4,168,776.610 (meters)                     COMP
 LZ1641  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 LZ1641  ELLIP HEIGHT-         120.99  (meters)          (06/21/02) GPS OBS
 LZ1641  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LZ1641  DYNAMIC HT  -         154.234 (meters)     506.02  (feet)  COMP
 LZ1641  MODELED GRAV-     980,191.1   (mgal)                       NAVD 88
 LZ1641
 LZ1641  HORZ ORDER  -  THIRD
 LZ1641  VERT ORDER  -  FIRST     CLASS II
 LZ1641  ELLP ORDER  -  FOURTH    CLASS I
 LZ1641
 LZ1641.The horizontal coordinates were established by GPS observations
 LZ1641.and adjusted by the National Geodetic Survey in June 2002..
 LZ1641
 LZ1641.The orthometric height was determined by differential leveling
 LZ1641.and adjusted by the National Geodetic Survey in June 1991..
 LZ1641
 LZ1641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LZ1641
 LZ1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1641
 LZ1641.The ellipsoidal height was determined by GPS observations
 LZ1641.and is referenced to NAD 83.
 LZ1641
 LZ1641.The geoid height was determined by GEOID03.
 LZ1641
 LZ1641.The dynamic height is computed by dividing the NAVD 88
 LZ1641.geopotential number by the normal gravity value computed on the
 LZ1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1641.degrees latitude (g = 980.6199 gals.).
 LZ1641
 LZ1641.The modeled gravity was interpolated from observed gravity values.
 LZ1641
 LZ1641;                    North         East     Units Scale Factor Converg.
 LZ1641;SPC PA N     -   101,235.761   673,728.884   MT  0.99997461   +0 34 49.4
 LZ1641;SPC PA N     -   332,137.66  2,210,392.18   sFT  0.99997461   +0 34 49.4
 LZ1641;UTM  18      - 4,548,761.000   342,681.437   MT  0.99990461   -1 13 50.4
 LZ1641
 LZ1641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1641!SPC PA N     -   0.99998102  x   0.99997461  =   0.99995563
 LZ1641!UTM  18      -   0.99998102  x   0.99990461  =   0.99988563
 LZ1641
 LZ1641                          SUPERSEDED SURVEY CONTROL
 LZ1641
 LZ1641  NAD 83(1986)-  41 04 29.64125(N)    076 52 21.56164(W) AD(       ) 3
 LZ1641  NGVD 29 (09/11/89)  154.49   (m)          506.9    (f) LEVELING    3  
 LZ1641
 LZ1641.Superseded values are not recommended for survey control.
 LZ1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1641.See file dsdata.txt to determine how the superseded data were derived.
 LZ1641
 LZ1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL4268148761(NAD 83)
 LZ1641_MARKER: DB = BENCH MARK DISK
 LZ1641_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LZ1641_SP_SET: RETAINING WALL OF BRIDGE
 LZ1641_STAMPING: C 413 1983
 LZ1641_MARK LOGO: PADT  
 LZ1641_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LZ1641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1641+STABILITY: SURFACE MOTION
 LZ1641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LZ1641+SATELLITE: SATELLITE OBSERVATIONS - November 06, 1990
 LZ1641
 LZ1641  HISTORY     - Date     Condition        Report By
 LZ1641  HISTORY     - 1983     MONUMENTED       PADT
 LZ1641  HISTORY     - 19881019 GOOD             NGS
 LZ1641  HISTORY     - 19901106 GOOD             NGS
 LZ1641
 LZ1641                          STATION DESCRIPTION
 LZ1641
 LZ1641'DESCRIBED BY PA DEPT OF TRANSP 1983
 LZ1641'4.5 KM (2.8 MI) SOUTH FROM ALLENWOOD.
 LZ1641'THE MARK IS 0.76 M ABOVE HIGHWAY.
 LZ1641'4.5 KM (2.8 MI) SOUTH ALONG U.S. HIGHWAY 15 FROM THE POST OFFICE IN
 LZ1641'ALLENWOOD TO THE MARK ON THE LEFT, IN THE SOUTHEAST RETAINING WALL OF
 LZ1641'A BRIDGE OVER WHITE DEER CREEK, 5.4 METERS (18.0 FT) EAST OF THE
 LZ1641'CENTERLINE OF THE NORTHBOUND LANE OF THE HIGHWAY.
 LZ1641
 LZ1641                          STATION RECOVERY (1988)
 LZ1641
 LZ1641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LZ1641'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 LZ1641'FOLLOWS.
 LZ1641'THE STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) NORTH OF WEST MILTON,
 LZ1641'1.4 KM (0.85 MI) SOUTHWEST OF WATSONVILLE, AND 0.6 KM (0.35 MI) EAST
 LZ1641'OF WHITE DEER.
 LZ1641'OWNERSHIP--PENNSYLVANIA DEPARTMENT OF TRANSPORTATION.
 LZ1641'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 15 AND STATE
 LZ1641'HIGHWAY 624 IN WEST MILTON, GO NORTH ON HIGHWAY 15 FOR 3.8 KM
 LZ1641'(2.35 MI) TO THE INTERSTATE HIGHWAY 80 OVERPASS.  CONTINUE NORTH ON
 LZ1641'HIGHWAY 15 FOR 2.6 KM (1.60 MI) TO THE STATION ON THE RIGHT, IN THE
 LZ1641'SOUTH END OF THE EAST RETAINING WALL OF A HIGHWAY BRIDGE SPANNING
 LZ1641'WHITE DEER CREEK.
 LZ1641'THE STATION IS A STANDARD PADT DISK SET IN THE TOP OF A CONCRETE
 LZ1641'RETAINING WALL.  LOCATED 5.5 M (18.0 FT) EAST OF THE CENTERLINE OF THE
 LZ1641'NORTH BOUND LANES OF HIGHWAY 15, 1.3 M (4.3 FT) NORTH OF THE SOUTH END
 LZ1641'OF THE RETAINING WALL, AND 0.8 M (2.6 FT) ABOVE THE HIGHWAY.
 LZ1641'DESCRIBED BY E.J. HANSMANN, TYPED BY R.L. ZURFLUH.
 LZ1641
 LZ1641                          STATION RECOVERY (1990)
 LZ1641
 LZ1641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LZ1641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1910 ***********************************************************************
 KX1910  DESIGNATION -  C 414
 KX1910  PID         -  KX1910
 KX1910  STATE/COUNTY-  PA/BUTLER
 KX1910  USGS QUAD   -  BUTLER (1977)
 KX1910
 KX1910                         *CURRENT SURVEY CONTROL
 KX1910  ___________________________________________________________________
 KX1910* NAD 83(1986)-  40 51 01.     (N)    079 59 08.     (W)     SCALED    
 KX1910* NAVD 88     -       392.132  (meters)    1286.52   (feet)  ADJUSTED  
 KX1910  ___________________________________________________________________
 KX1910  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KX1910  DYNAMIC HT  -         391.934 (meters)    1285.87  (feet)  COMP
 KX1910  MODELED GRAV-     980,107.9   (mgal)                       NAVD 88
 KX1910
 KX1910  VERT ORDER  -  FIRST     CLASS II
 KX1910
 KX1910.The horizontal coordinates were scaled from a topographic map and have
 KX1910.an estimated accuracy of +/- 6 seconds.
 KX1910
 KX1910.The orthometric height was determined by differential leveling
 KX1910.and adjusted by the National Geodetic Survey in June 1991..
 KX1910
 KX1910.The geoid height was determined by GEOID03.
 KX1910
 KX1910.The dynamic height is computed by dividing the NAVD 88
 KX1910.geopotential number by the normal gravity value computed on the
 KX1910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1910.degrees latitude (g = 980.6199 gals.).
 KX1910
 KX1910.The modeled gravity was interpolated from observed gravity values.
 KX1910
 KX1910;                    North         East    Units  Estimated Accuracy
 KX1910;SPC PA S     -   170,820.      411,510.      MT  (+/- 180 meters Scaled)
 KX1910
 KX1910                          SUPERSEDED SURVEY CONTROL
 KX1910
 KX1910  NGVD 29 (06/03/92)  392.275  (m)         1286.99   (f) ADJUSTED    1 2
 KX1910
 KX1910.Superseded values are not recommended for survey control.
 KX1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1910.See file dsdata.txt to determine how the superseded data were derived.
 KX1910
 KX1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF855226(NAD 83)
 KX1910_MARKER: I = METAL ROD
 KX1910_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KX1910+WITH SETTING: INFORMATION.
 KX1910_SP_SET: SHALLOW SET METAL ROD
 KX1910_STAMPING: C 414 1983
 KX1910_MARK LOGO: NGS   
 KX1910_PROJECTION: FLUSH
 KX1910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1910_ROD/PIPE-DEPTH: 1.8  meters
 KX1910
 KX1910  HISTORY     - Date     Condition        Report By
 KX1910  HISTORY     - 1983     MONUMENTED       NGS
 KX1910
 KX1910                          STATION DESCRIPTION
 KX1910
 KX1910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KX1910'8.4 KM (5.2 MI) WEST FROM BUTLER.
 KX1910'8.4 KM (5.2 MI) WEST ALONG STATE HIGHWAY 68 FROM THE INTERSECTION OF
 KX1910'SOUTH MAIN STREET AND EAST JEFFERSON STREET IN BUTLER TO THE MARK ON
 KX1910'THE RIGHT, AT THE DRIVEWAY TO THE BUTTERCUP CAMPGROUND, SET IN THE
 KX1910'MEDIAN, 49.5 METERS (162.5 FT) NORTH-NORTHWEST OF THE CENTERLINE OF
 KX1910'THE HIGHWAY, 3.6 METERS (12.0 FT) WEST OF THE CENTER OF A DRIVEWAY,
 KX1910'3.6 METERS (12.0 FT) EAST OF THE CENTER OF A DRIVEWAY.  NOTE--SEVERAL
 KX1910'ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL AND ANCHORED.
 KX1910'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0840 ***********************************************************************
 NC0840  DESIGNATION -  C 415
 NC0840  PID         -  NC0840
 NC0840  STATE/COUNTY-  PA/ERIE
 NC0840  USGS QUAD   -  HARBORCREEK (1996)
 NC0840
 NC0840                         *CURRENT SURVEY CONTROL
 NC0840  ___________________________________________________________________
 NC0840* NAD 83(1986)-  42 09 30.     (N)    079 58 48.     (W)     SCALED    
 NC0840* NAVD 88     -       210.704  (meters)     691.28   (feet)  ADJUSTED  
 NC0840  ___________________________________________________________________
 NC0840  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 NC0840  DYNAMIC HT  -         210.629 (meters)     691.04  (feet)  COMP
 NC0840  MODELED GRAV-     980,262.3   (mgal)                       NAVD 88
 NC0840
 NC0840  VERT ORDER  -  FIRST     CLASS II
 NC0840
 NC0840.The horizontal coordinates were scaled from a topographic map and have
 NC0840.an estimated accuracy of +/- 6 seconds.
 NC0840
 NC0840.The orthometric height was determined by differential leveling
 NC0840.and adjusted by the National Geodetic Survey in June 1991..
 NC0840
 NC0840.The geoid height was determined by GEOID03.
 NC0840
 NC0840.The dynamic height is computed by dividing the NAVD 88
 NC0840.geopotential number by the normal gravity value computed on the
 NC0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0840.degrees latitude (g = 980.6199 gals.).
 NC0840
 NC0840.The modeled gravity was interpolated from observed gravity values.
 NC0840
 NC0840;                    North         East    Units  Estimated Accuracy
 NC0840;SPC PA N     -   223,570.      415,710.      MT  (+/- 180 meters Scaled)
 NC0840
 NC0840                          SUPERSEDED SURVEY CONTROL
 NC0840
 NC0840  NGVD 29 (06/03/92)  210.879  (m)          691.86   (f) ADJUSTED    1 2
 NC0840
 NC0840.Superseded values are not recommended for survey control.
 NC0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0840.See file dsdata.txt to determine how the superseded data were derived.
 NC0840
 NC0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG842678(NAD 83)
 NC0840_MARKER: I = METAL ROD
 NC0840_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NC0840+WITH SETTING: INFORMATION.
 NC0840_SP_SET: SHALLOW SET METAL ROD
 NC0840_STAMPING: C 415 1983
 NC0840_MARK LOGO: NGS   
 NC0840_PROJECTION: FLUSH
 NC0840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0840_ROD/PIPE-DEPTH: 1.8  meters
 NC0840
 NC0840  HISTORY     - Date     Condition        Report By
 NC0840  HISTORY     - 1983     MONUMENTED       NGS
 NC0840
 NC0840                          STATION DESCRIPTION
 NC0840
 NC0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NC0840'9.1 KM (5.65 MI) EAST FROM ERIE.
 NC0840'5.7 KM (3.55 MI) EAST ALONG ALTERNATE STATE HIGHWAY 5 FROM THE
 NC0840'COURTHOUSE IN ERIE, THENCE 3.4 KM (2.1 MI) EAST ALONG STATE HIGHWAY
 NC0840'955 TO THE MARK ON THE LEFT, NEAR THE SOUTHWEST ENTRANCE TO WHITFORD
 NC0840'PARK, ALSO 0.55 KM (0.35 MI) WEST ALONG U.S. HIGHWAY 20 FROM THE POST
 NC0840'OFFICE IN HARBORCREEK, THENCE 0.9 KM (0.55 MI) WEST ALONG STATE
 NC0840'HIGHWAY 955, 11.43 METERS (37.5 FT) NORTHWEST OF THE CENTERLINE OF THE
 NC0840'HIGHWAY, 3.60 METERS (11.8 FT) WEST OF A UTILITY POLE WITH A STREET
 NC0840'LAMP, 0.37 METER (1.2 FT) SOUTHEAST OF THE NORTHEAST GATE ENTRANCE
 NC0840'POST.  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO
 NC0840'REFUSAL AND ANCHORED AT 1.8 METERS.
 NC0840'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1049 ***********************************************************************
 JW1049  DESIGNATION -  C 416
 JW1049  PID         -  JW1049
 JW1049  STATE/COUNTY-  PA/FAYETTE
 JW1049  USGS QUAD   -  MASONTOWN (1979)
 JW1049
 JW1049                         *CURRENT SURVEY CONTROL
 JW1049  ___________________________________________________________________
 JW1049* NAD 83(1986)-  39 45 19.     (N)    079 52 35.     (W)     SCALED    
 JW1049* NAVD 88     -       354.990  (meters)    1164.66   (feet)  ADJUSTED  
 JW1049  ___________________________________________________________________
 JW1049  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JW1049  DYNAMIC HT  -         354.788 (meters)    1164.00  (feet)  COMP
 JW1049  MODELED GRAV-     980,047.8   (mgal)                       NAVD 88
 JW1049
 JW1049  VERT ORDER  -  FIRST     CLASS II
 JW1049
 JW1049.The horizontal coordinates were scaled from a topographic map and have
 JW1049.an estimated accuracy of +/- 6 seconds.
 JW1049
 JW1049.The orthometric height was determined by differential leveling
 JW1049.and adjusted by the National Geodetic Survey in June 1991..
 JW1049
 JW1049.The geoid height was determined by GEOID03.
 JW1049
 JW1049.The dynamic height is computed by dividing the NAVD 88
 JW1049.geopotential number by the normal gravity value computed on the
 JW1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1049.degrees latitude (g = 980.6199 gals.).
 JW1049
 JW1049.The modeled gravity was interpolated from observed gravity values.
 JW1049
 JW1049;                    North         East    Units  Estimated Accuracy
 JW1049;SPC PA S     -    49,050.      417,790.      MT  (+/- 180 meters Scaled)
 JW1049
 JW1049                          SUPERSEDED SURVEY CONTROL
 JW1049
 JW1049.No superseded survey control is available for this station.
 JW1049
 JW1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE962012(NAD 83)
 JW1049_MARKER: I = METAL ROD
 JW1049_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JW1049+WITH SETTING: INFORMATION.
 JW1049_SP_SET: SHALLOW SET METAL ROD
 JW1049_STAMPING: C 416 1983
 JW1049_MARK LOGO: NGS   
 JW1049_PROJECTION: FLUSH
 JW1049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1049_ROD/PIPE-DEPTH: 1.5  meters
 JW1049
 JW1049  HISTORY     - Date     Condition        Report By
 JW1049  HISTORY     - 1983     MONUMENTED       NGS
 JW1049  HISTORY     - 20010217 GOOD             PADT
 JW1049
 JW1049                          STATION DESCRIPTION
 JW1049
 JW1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1049'3.5 KM (2.2 MI) NE FROM POINT MARION.
 JW1049'3.5 KM (2.2 MI) NORTH ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE IN
 JW1049'POINT MARION TO THE MARK ON THE RIGHT, IN A STATE REST AREA,
 JW1049'21.34 METERS (70.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 JW1049'19.81 METERS (65.0 FT) SOUTHWEST OF THE SOUTHWEST END OF A ROCK
 JW1049'MONUMENT FOR WAR VETERANS, 0.85 METER (2.8 FT) NORTHEAST OF UTILITY
 JW1049'POLE 192.  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN
 JW1049'TO REFUSAL AND ANCHORED.
 JW1049'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JW1049
 JW1049                          STATION RECOVERY (2001)
 JW1049
 JW1049'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (EPW)
 JW1049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1934 ***********************************************************************
 KX1934  DESIGNATION -  C 417
 KX1934  PID         -  KX1934
 KX1934  STATE/COUNTY-  PA/ALLEGHENY
 KX1934  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1934
 KX1934                         *CURRENT SURVEY CONTROL
 KX1934  ___________________________________________________________________
 KX1934* NAD 83(1986)-  40 23 52.     (N)    079 52 34.     (W)     SCALED    
 KX1934* NAVD 88     -       285.759  (meters)     937.53   (feet)  ADJUSTED  
 KX1934  ___________________________________________________________________
 KX1934  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KX1934  DYNAMIC HT  -         285.611 (meters)     937.04  (feet)  COMP
 KX1934  MODELED GRAV-     980,101.4   (mgal)                       NAVD 88
 KX1934
 KX1934  VERT ORDER  -  FIRST     CLASS II
 KX1934
 KX1934.The horizontal coordinates were scaled from a topographic map and have
 KX1934.an estimated accuracy of +/- 6 seconds.
 KX1934
 KX1934.The orthometric height was determined by differential leveling
 KX1934.and adjusted by the National Geodetic Survey in June 1991..
 KX1934
 KX1934.The geoid height was determined by GEOID03.
 KX1934
 KX1934.The dynamic height is computed by dividing the NAVD 88
 KX1934.geopotential number by the normal gravity value computed on the
 KX1934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1934.degrees latitude (g = 980.6199 gals.).
 KX1934
 KX1934.The modeled gravity was interpolated from observed gravity values.
 KX1934
 KX1934;                    North         East    Units  Estimated Accuracy
 KX1934;SPC PA S     -   120,360.      419,530.      MT  (+/- 180 meters Scaled)
 KX1934
 KX1934                          SUPERSEDED SURVEY CONTROL
 KX1934
 KX1934.No superseded survey control is available for this station.
 KX1934
 KX1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE953725(NAD 83)
 KX1934_MARKER: DB = BENCH MARK DISK
 KX1934_SETTING: 66 = SET IN ROCK OUTCROP
 KX1934_SP_SET: ROCK OUTCROP
 KX1934_STAMPING: C 417 1983
 KX1934_MARK LOGO: NGS   
 KX1934_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX1934+STABILITY: POSITION/ELEVATION WELL
 KX1934
 KX1934  HISTORY     - Date     Condition        Report By
 KX1934  HISTORY     - 1983     MONUMENTED       NGS
 KX1934
 KX1934                          STATION DESCRIPTION
 KX1934
 KX1934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KX1934'0.9 KM (0.55 MI) SE FROM WHITAKER.
 KX1934'0.9 KM (0.55 MI) SOUTHEAST ALONG STATE HIGHWAY 837 FROM THE SOUTHWEST
 KX1934'END OF THE RANKIN BRIDGE OVER THE MONONGAHELA RIVER IN WHITAKER TO THE
 KX1934'TOP OF THE HILL AND THE MARK ON THE RIGHT, IN A SMALL LEDGE AT THE
 KX1934'BASE OF A LARGE ROCK CUT ABOUT 18.3 METERS (60 FT) HIGH, DIRECTLY
 KX1934'ACROSS THE HIGHWAY FROM A UTILITY POLE WITH A STREET LAMP,
 KX1934'21.79 METERS (71.5 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND
 KX1934'LANE OF THE HIGHWAY, 4.72 METERS (15.5 FT) SOUTHEAST OF THE NORTHWEST
 KX1934'END OF THE SMOOTHEST PART OF THE FACE OF THE ROCK CUT.
 KX1934'THE MARK IS 2.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1931 ***********************************************************************
 KX1931  DESIGNATION -  C 419
 KX1931  PID         -  KX1931
 KX1931  STATE/COUNTY-  PA/ALLEGHENY
 KX1931  USGS QUAD   -  GLASSPORT (1988)
 KX1931
 KX1931                         *CURRENT SURVEY CONTROL
 KX1931  ___________________________________________________________________
 KX1931* NAD 83(1986)-  40 18 06.     (N)    079 52 40.     (W)     SCALED    
 KX1931* NAVD 88     -       230.167  (meters)     755.14   (feet)  ADJUSTED  
 KX1931  ___________________________________________________________________
 KX1931  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 KX1931  DYNAMIC HT  -         230.045 (meters)     754.74  (feet)  COMP
 KX1931  MODELED GRAV-     980,088.4   (mgal)                       NAVD 88
 KX1931
 KX1931  VERT ORDER  -  FIRST     CLASS II
 KX1931
 KX1931.The horizontal coordinates were scaled from a topographic map and have
 KX1931.an estimated accuracy of +/- 6 seconds.
 KX1931
 KX1931.The orthometric height was determined by differential leveling
 KX1931.and adjusted by the National Geodetic Survey in June 1991..
 KX1931
 KX1931.The geoid height was determined by GEOID03.
 KX1931
 KX1931.The dynamic height is computed by dividing the NAVD 88
 KX1931.geopotential number by the normal gravity value computed on the
 KX1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1931.degrees latitude (g = 980.6199 gals.).
 KX1931
 KX1931.The modeled gravity was interpolated from observed gravity values.
 KX1931
 KX1931;                    North         East    Units  Estimated Accuracy
 KX1931;SPC PA S     -   109,700.      419,130.      MT  (+/- 180 meters Scaled)
 KX1931
 KX1931                          SUPERSEDED SURVEY CONTROL
 KX1931
 KX1931.No superseded survey control is available for this station.
 KX1931
 KX1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE953618(NAD 83)
 KX1931_MARKER: DB = BENCH MARK DISK
 KX1931_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KX1931_SP_SET: RAILROAD BRIDGE ABUTMENT
 KX1931_STAMPING: C 419 1983
 KX1931_MARK LOGO: NGS   
 KX1931_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX1931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1931
 KX1931  HISTORY     - Date     Condition        Report By
 KX1931  HISTORY     - 1983     MONUMENTED       NGS
 KX1931  HISTORY     - 19870626 GOOD             HARTMN
 KX1931
 KX1931                          STATION DESCRIPTION
 KX1931
 KX1931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KX1931'1.1 KM (0.7 MI) NORTH FROM CLAIRTON.
 KX1931'THE MARK IS 1.0 M ABOVE HIGHWAY.
 KX1931'1.1 KM (0.7 MI) NORTH ALONG STATE HIGHWAY 837 FROM THE JUNCTION OF ST.
 KX1931'CLAIR AVENUE IN CLAIRTON TO THE MARK ON THE LEFT, SET VERTICALLY, IN
 KX1931'THE NORTHEAST FACE OF THE SOUTHWEST ABUTMENT OF A RAILROAD OVERPASS,
 KX1931'7.01 METERS (23.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 KX1931'4.91 METERS (16.1 FT) SOUTHEAST OF THE NORTHWEST END OF THE ABUTMENT.
 KX1931
 KX1931                          STATION RECOVERY (1987)
 KX1931
 KX1931'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1987
 KX1931'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 20.2, AT CLAIRTON IN
 KX1931'THE PETERS CREEK VALLEY, 0.7 MI (1.1 KM) NORTH ALONG THE PENNSYLVANIA
 KX1931'RAILROAD FROM THE FORMER STATION AT CLAIRTON, 0.7 MI (1.1 KM) NORTH
 KX1931'ALONG ROUTE 837 FROM THE JUNCTION OF ST. CLAIR AVENUE IN CLAIRTON TO
 KX1931'THE MARK ON THE LEFT, A STANDARD NGS BENCHMARK DISK SET VERTICALLY IN
 KX1931'THE NORTHEAST FACE OF THE SOUTHWEST ABUTMENT OF A RAILROAD OVERPASS,
 KX1931'23 FT (7.0 MT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 16 FT
 KX1931'(4.9 MT) SOUTHEAST OF THE NORTHWEST END OF THE ABUTMENT, AND 3 FT
 KX1931'(0.9 MT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0304 ***********************************************************************
 KW0304  DESIGNATION -  C 42
 KW0304  PID         -  KW0304
 KW0304  STATE/COUNTY-  PA/SCHUYLKILL
 KW0304  USGS QUAD   -  SHENANDOAH (1977)
 KW0304
 KW0304                         *CURRENT SURVEY CONTROL
 KW0304  ___________________________________________________________________
 KW0304* NAD 83(1986)-  40 47 12.     (N)    076 13 52.     (W)     SCALED    
 KW0304* NAVD 88     -       449.652  (meters)    1475.23   (feet)  ADJUSTED  
 KW0304  ___________________________________________________________________
 KW0304  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KW0304  DYNAMIC HT  -         449.426 (meters)    1474.49  (feet)  COMP
 KW0304  MODELED GRAV-     980,108.7   (mgal)                       NAVD 88
 KW0304
 KW0304  VERT ORDER  -  SECOND    CLASS 0
 KW0304
 KW0304.The horizontal coordinates were scaled from a topographic map and have
 KW0304.an estimated accuracy of +/- 6 seconds.
 KW0304
 KW0304.The orthometric height was determined by differential leveling
 KW0304.and adjusted by the National Geodetic Survey in June 1991..
 KW0304
 KW0304.The geoid height was determined by GEOID03.
 KW0304
 KW0304.The dynamic height is computed by dividing the NAVD 88
 KW0304.geopotential number by the normal gravity value computed on the
 KW0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0304.degrees latitude (g = 980.6199 gals.).
 KW0304
 KW0304.The modeled gravity was interpolated from observed gravity values.
 KW0304
 KW0304;                    North         East    Units  Estimated Accuracy
 KW0304;SPC PA S     -   162,480.      728,190.      MT  (+/- 180 meters Scaled)
 KW0304
 KW0304                          SUPERSEDED SURVEY CONTROL
 KW0304
 KW0304  NGVD 29 (??/??/??)  449.860  (m)         1475.92   (f) ADJUSTED    2 0
 KW0304
 KW0304.Superseded values are not recommended for survey control.
 KW0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0304.See file dsdata.txt to determine how the superseded data were derived.
 KW0304
 KW0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL961158(NAD 83)
 KW0304_MARKER: DB = BENCH MARK DISK
 KW0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0304_STAMPING: C 42 1934
 KW0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0304+STABILITY: SURFACE MOTION
 KW0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0304+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2005
 KW0304
 KW0304  HISTORY     - Date     Condition        Report By
 KW0304  HISTORY     - 1934     MONUMENTED       CGS
 KW0304  HISTORY     - 1960     GOOD             CGS
 KW0304  HISTORY     - 20050408 GOOD             PADT
 KW0304
 KW0304                          STATION DESCRIPTION
 KW0304
 KW0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0304'AT FRACKVILLE.
 KW0304'AT FRACKVILLE, SCHUYLKILL COUNTY, ABOUT 300 FEET NORTH OF THE
 KW0304'PENNSYLVANIA RAILROAD STATION, AT BRIDGE 9/61, IN THE EAST END
 KW0304'OF THE NORTH ABUTMENT, 10 FEET EAST OF THE CENTER LINE OF THE
 KW0304'NORTH-BOUND TRACK, AND 3 FEET LOWER THAN THE TOP OF THE RAIL.
 KW0304'A STANDARD DISK, STAMPED C 42 1934 AND SET IN THE TOP OF A
 KW0304'CONCRETE POST.
 KW0304
 KW0304                          STATION RECOVERY (1960)
 KW0304
 KW0304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KW0304'RECOVERED IN GOOD CONDITION.
 KW0304
 KW0304                          STATION RECOVERY (2005)
 KW0304
 KW0304'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (PJN)
 KW0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY2983 ***********************************************************************
 KY2983  DESIGNATION -  C 420
 KY2983  PID         -  KY2983
 KY2983  STATE/COUNTY-  PA/BEAVER
 KY2983  USGS QUAD   -  BEAVER FALLS (1990)
 KY2983
 KY2983                         *CURRENT SURVEY CONTROL
 KY2983  ___________________________________________________________________
 KY2983* NAD 83(1986)-  40 50 03.     (N)    080 19 29.     (W)     SCALED    
 KY2983* NAVD 88     -       281.396  (meters)     923.21   (feet)  ADJUSTED  
 KY2983  ___________________________________________________________________
 KY2983  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 KY2983  DYNAMIC HT  -         281.254 (meters)     922.75  (feet)  COMP
 KY2983  MODELED GRAV-     980,114.1   (mgal)                       NAVD 88
 KY2983
 KY2983  VERT ORDER  -  FIRST     CLASS II
 KY2983
 KY2983.The horizontal coordinates were scaled from a topographic map and have
 KY2983.an estimated accuracy of +/- 6 seconds.
 KY2983
 KY2983.The orthometric height was determined by differential leveling
 KY2983.and adjusted by the National Geodetic Survey in June 1991..
 KY2983
 KY2983.The geoid height was determined by GEOID03.
 KY2983
 KY2983.The dynamic height is computed by dividing the NAVD 88
 KY2983.geopotential number by the normal gravity value computed on the
 KY2983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2983.degrees latitude (g = 980.6199 gals.).
 KY2983
 KY2983.The modeled gravity was interpolated from observed gravity values.
 KY2983
 KY2983;                    North         East    Units  Estimated Accuracy
 KY2983;SPC PA S     -   169,810.      382,870.      MT  (+/- 180 meters Scaled)
 KY2983
 KY2983                          SUPERSEDED SURVEY CONTROL
 KY2983
 KY2983  NGVD 29 (06/03/92)  281.520  (m)          923.62   (f) ADJUSTED    1 2
 KY2983
 KY2983.Superseded values are not recommended for survey control.
 KY2983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2983.See file dsdata.txt to determine how the superseded data were derived.
 KY2983
 KY2983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF569205(NAD 83)
 KY2983_MARKER: I = METAL ROD
 KY2983_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KY2983_SP_SET: STAINLESS STEEL ROD
 KY2983_STAMPING: C 420 1984
 KY2983_MARK LOGO: NGS   
 KY2983_PROJECTION: FLUSH
 KY2983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY2983_ROD/PIPE-DEPTH: 3.0  meters
 KY2983
 KY2983  HISTORY     - Date     Condition        Report By
 KY2983  HISTORY     - 1984     MONUMENTED       NGS
 KY2983
 KY2983                          STATION DESCRIPTION
 KY2983
 KY2983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KY2983'IN KOPPEL.
 KY2983'IN KOPPEL, IN THE LAWN OF THE CITY HALL, AT THE BASE OF A FLAGPOLE, AT
 KY2983'THE CORNER OF ARTHUR STREET AND THIRD AVENUE, 10.0 METERS (33.0 FT)
 KY2983'NORTH OF THE CENTERLINE OF ARTHUR STREET, 8.5 METERS (28.0 FT) EAST OF
 KY2983'THE CENTER OF THIRD AVENUE, 4.8 METERS (16.0 FT) WEST OF THE SOUTHWEST
 KY2983'CORNER OF THE BUILDING, 0.45 METER (1.5 FT) NORTH OF THE FLAGPOLE.
 KY2983'NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL
 KY2983'AND ANCHORED.
 KY2983'THE MARK IS 0.45 M ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1555 ***********************************************************************
 KW1555  DESIGNATION -  C 43
 KW1555  PID         -  KW1555
 KW1555  STATE/COUNTY-  PA/MONTOUR
 KW1555  USGS QUAD   -  DANVILLE (1994)
 KW1555
 KW1555                         *CURRENT SURVEY CONTROL
 KW1555  ___________________________________________________________________
 KW1555* NAD 83(1986)-  40 57 33.     (N)    076 37 11.     (W)     SCALED    
 KW1555* NAVD 88     -       141.351  (meters)     463.75   (feet)  ADJUSTED  
 KW1555  ___________________________________________________________________
 KW1555  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KW1555  DYNAMIC HT  -         141.290 (meters)     463.55  (feet)  COMP
 KW1555  MODELED GRAV-     980,188.1   (mgal)                       NAVD 88
 KW1555
 KW1555  VERT ORDER  -  SECOND    CLASS 0
 KW1555
 KW1555.The horizontal coordinates were scaled from a topographic map and have
 KW1555.an estimated accuracy of +/- 6 seconds.
 KW1555
 KW1555.The orthometric height was determined by differential leveling
 KW1555.and adjusted by the National Geodetic Survey in June 1991..
 KW1555.WARNING-Repeat measurements at this control monument indicate possible
 KW1555.vertical movement.
 KW1555
 KW1555.The geoid height was determined by GEOID03.
 KW1555
 KW1555.The dynamic height is computed by dividing the NAVD 88
 KW1555.geopotential number by the normal gravity value computed on the
 KW1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1555.degrees latitude (g = 980.6199 gals.).
 KW1555
 KW1555.The modeled gravity was interpolated from observed gravity values.
 KW1555
 KW1555;                    North         East    Units  Estimated Accuracy
 KW1555;SPC PA N     -    88,630.      695,150.      MT  (+/- 180 meters Scaled)
 KW1555
 KW1555                          SUPERSEDED SURVEY CONTROL
 KW1555
 KW1555  NGVD 29 (??/??/??)  141.581  (m)          464.50   (f) ADJUSTED    2 0
 KW1555
 KW1555.Superseded values are not recommended for survey control.
 KW1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1555.See file dsdata.txt to determine how the superseded data were derived.
 KW1555
 KW1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL636354(NAD 83)
 KW1555_MARKER: DB = BENCH MARK DISK
 KW1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1555_STAMPING: C 43 1934
 KW1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1555+STABILITY: SURFACE MOTION
 KW1555
 KW1555  HISTORY     - Date     Condition        Report By
 KW1555  HISTORY     - 1934     MONUMENTED       CGS
 KW1555  HISTORY     - 1959     GOOD             CGS
 KW1555  HISTORY     - 1959     GOOD             CGS
 KW1555  HISTORY     - 1987     GOOD             USPSQD
 KW1555  HISTORY     - 1989     GOOD             USPSQD
 KW1555
 KW1555                          STATION DESCRIPTION
 KW1555
 KW1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW1555'AT DANVILLE.
 KW1555'AT DANVILLE, MONTOUR COUNTY, AT THE CORNER OF FRONT AND MILL STREETS,
 KW1555'IN THE PUBLIC PARK ADJOINING THE WATER WORKS, 80 FEET SOUTHWEST
 KW1555'OF THE CENTERLINE OF FRONT STREET, 45 FEET NORTHWEST OF THE
 KW1555'CENTERLINE OF MILL STREET, AND 10 FEET SOUTHEAST OF A 12-INCH
 KW1555'MAPLE TREE.  A STANDARD DISK, STAMPED C 43 1934 AND SET IN THE
 KW1555'TOP OF A CONCRETE POST.
 KW1555
 KW1555                          STATION RECOVERY (1959)
 KW1555
 KW1555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KW1555'RECOVERED IN GOOD CONDITION.
 KW1555
 KW1555                          STATION RECOVERY (1987)
 KW1555
 KW1555'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 KW1555'RECOVERED IN GOOD CONDITION.
 KW1555
 KW1555                          STATION RECOVERY (1989)
 KW1555
 KW1555'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1472 ***********************************************************************
 MA1472  DESIGNATION -  C 44
 MA1472  PID         -  MA1472
 MA1472  STATE/COUNTY-  PA/VENANGO
 MA1472  USGS QUAD   -  OIL CITY (1977)
 MA1472
 MA1472                         *CURRENT SURVEY CONTROL
 MA1472  ___________________________________________________________________
 MA1472* NAD 83(1986)-  41 29 50.     (N)    079 41 05.     (W)     SCALED    
 MA1472* NAVD 88     -       323.276  (meters)    1060.61   (feet)  ADJUSTED  
 MA1472  ___________________________________________________________________
 MA1472  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 MA1472  DYNAMIC HT  -         323.137 (meters)    1060.16  (feet)  COMP
 MA1472  MODELED GRAV-     980,184.4   (mgal)                       NAVD 88
 MA1472
 MA1472  VERT ORDER  -  SECOND    CLASS 0
 MA1472
 MA1472.The horizontal coordinates were scaled from a topographic map and have
 MA1472.an estimated accuracy of +/- 6 seconds.
 MA1472
 MA1472.The orthometric height was determined by differential leveling
 MA1472.and adjusted by the National Geodetic Survey in June 1991..
 MA1472
 MA1472.The geoid height was determined by GEOID03.
 MA1472
 MA1472.The dynamic height is computed by dividing the NAVD 88
 MA1472.geopotential number by the normal gravity value computed on the
 MA1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1472.degrees latitude (g = 980.6199 gals.).
 MA1472
 MA1472.The modeled gravity was interpolated from observed gravity values.
 MA1472
 MA1472;                    North         East    Units  Estimated Accuracy
 MA1472;SPC PA N     -   149,570.      438,470.      MT  (+/- 180 meters Scaled)
 MA1472
 MA1472                          SUPERSEDED SURVEY CONTROL
 MA1472
 MA1472  NGVD 29 (??/??/92)  323.451  (m)         1061.19   (f) ADJ UNCH    2 0
 MA1472
 MA1472.Superseded values are not recommended for survey control.
 MA1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1472.See file dsdata.txt to determine how the superseded data were derived.
 MA1472
 MA1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF097947(NAD 83)
 MA1472_MARKER: DD = SURVEY DISK
 MA1472_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1472_SP_SET: BRIDGE
 MA1472_STAMPING: C 44 1925
 MA1472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1472
 MA1472  HISTORY     - Date     Condition        Report By
 MA1472  HISTORY     - 1925     MONUMENTED       USGS
 MA1472  HISTORY     - 1935     GOOD             NGS
 MA1472
 MA1472                          STATION DESCRIPTION
 MA1472
 MA1472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1472'1.4 MI N FROM RYND FARM.
 MA1472'ABOUT 1.4 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA1472'STATION AT RYND FARM, VENANGO COUNTY, AT THE WEST END OF BRIDGE
 MA1472'132.29 OVER OIL CREEK, IN THE TOP OF THE SOUTH CONCRETE WALL, 11
 MA1472'FEET WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT LOWER
 MA1472'THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 MA1472'DISK, STAMPED C 44 1925.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0135 ***********************************************************************
 KW0135  DESIGNATION -  C 44
 KW0135  PID         -  KW0135
 KW0135  STATE/COUNTY-  PA/SCHUYLKILL
 KW0135  USGS QUAD   -  PINE GROVE (1977)
 KW0135
 KW0135                         *CURRENT SURVEY CONTROL
 KW0135  ___________________________________________________________________
 KW0135* NAD 83(1986)-  40 32 42.     (N)    076 23 01.     (W)     SCALED    
 KW0135* NAVD 88     -       157.591  (meters)     517.03   (feet)  ADJUSTED  
 KW0135  ___________________________________________________________________
 KW0135  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KW0135  DYNAMIC HT  -         157.513 (meters)     516.77  (feet)  COMP
 KW0135  MODELED GRAV-     980,128.9   (mgal)                       NAVD 88
 KW0135
 KW0135  VERT ORDER  -  SECOND    CLASS 0
 KW0135
 KW0135.The horizontal coordinates were scaled from a topographic map and have
 KW0135.an estimated accuracy of +/- 6 seconds.
 KW0135
 KW0135.The orthometric height was determined by differential leveling
 KW0135.and adjusted by the National Geodetic Survey in June 1991..
 KW0135
 KW0135.The geoid height was determined by GEOID03.
 KW0135
 KW0135.The dynamic height is computed by dividing the NAVD 88
 KW0135.geopotential number by the normal gravity value computed on the
 KW0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0135.degrees latitude (g = 980.6199 gals.).
 KW0135
 KW0135.The modeled gravity was interpolated from observed gravity values.
 KW0135
 KW0135;                    North         East    Units  Estimated Accuracy
 KW0135;SPC PA S     -   135,430.      715,740.      MT  (+/- 180 meters Scaled)
 KW0135
 KW0135                          SUPERSEDED SURVEY CONTROL
 KW0135
 KW0135  NGVD 29 (??/??/??)  157.798  (m)          517.71   (f) ADJUSTED    2 0
 KW0135
 KW0135.Superseded values are not recommended for survey control.
 KW0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0135.See file dsdata.txt to determine how the superseded data were derived.
 KW0135
 KW0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK828891(NAD 83)
 KW0135_MARKER: DB = BENCH MARK DISK
 KW0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0135_STAMPING: C 44 1934
 KW0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0135+STABILITY: SURFACE MOTION
 KW0135_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0135+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 KW0135
 KW0135  HISTORY     - Date     Condition        Report By
 KW0135  HISTORY     - 1934     MONUMENTED       CGS
 KW0135  HISTORY     - 20060429 GOOD             GEOCAC
 KW0135
 KW0135                          STATION DESCRIPTION
 KW0135
 KW0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0135'0.2 MI E FROM PINE GROVE.
 KW0135'0.2 MILE EAST ALONG THE READING RAILWAY FROM PINE GROVE, SCHUYLKILL
 KW0135'COUNTY, AT A STREET CROSSING, 33 FEET NORTH OF THE CENTERLINE
 KW0135'OF THE TRACK, 16 FEET WEST OF THE CENTERLINE OF MAPLE STREET,
 KW0135'AND ABOUT 4 INCHES HIGHER THAN THE STREET, AND SET IN THE TOP
 KW0135'OF A CONCRETE POST.
 KW0135
 KW0135                          STATION RECOVERY (2006)
 KW0135
 KW0135'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0135'RAILROAD TRACKS HAVE BEEN REMOVED AND MODIFICATIONS BY HOME OWNERS
 KW0135'HAVE REMOVED MOST EVIDENCE OF THE ROADBED.
 KW0135'MARK IS APPROXIMATELY 33 FEET SOUTH OF THE CENTER LINE OF THE OLD
 KW0135'TRACKS, 24.7 FEET AT 81 DEGREES FROM THE NORTH CORNER OF A WHITE
 KW0135'CONCRETE BLOCK BUILDING, 18 FEET SOUTH SOUTHWEST OF THE CENTER LINE OF
 KW0135'MAPLE STREET, 16 FEET NORTHWEST OF THE CENTER LINE OF AN ALLEY, 7.8
 KW0135'FEET AT 41 DEGREES FROM A 24 INCH MAPLE TREE, AND 4.4 FEET AT 294
 KW0135'DEGREES FROM POWER POLE 37982 S44442.
 KW0135' 
 KW0135'NOTE-1934 DESCRIPTION PLACES THIS MARK 33 FEET NORTH OF THE TRACKS. A
 KW0135'LOCAL RESIDENT RECALLS THE PROPERTY OWNER MOVING THE MONUMENT TO MARK
 KW0135'THE PROPERTY CORNER. HOWEVER, THE MARK IS EXPOSED 4 INCHES AS
 KW0135'DESCRIBED AND IS FIRMLY IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1033 ***********************************************************************
 MA1033  DESIGNATION -  C 45
 MA1033  PID         -  MA1033
 MA1033  STATE/COUNTY-  PA/JEFFERSON
 MA1033  USGS QUAD   -  BROOKVILLE (1969)
 MA1033
 MA1033                         *CURRENT SURVEY CONTROL
 MA1033  ___________________________________________________________________
 MA1033* NAD 83(1986)-  41 09 39.     (N)    079 04 50.     (W)     SCALED    
 MA1033* NAVD 88     -       386.560  (meters)    1268.24   (feet)  ADJUSTED  
 MA1033  ___________________________________________________________________
 MA1033  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 MA1033  DYNAMIC HT  -         386.382 (meters)    1267.65  (feet)  COMP
 MA1033  MODELED GRAV-     980,150.9   (mgal)                       NAVD 88
 MA1033
 MA1033  VERT ORDER  -  SECOND    CLASS 0
 MA1033
 MA1033.The horizontal coordinates were scaled from a topographic map and have
 MA1033.an estimated accuracy of +/- 6 seconds.
 MA1033
 MA1033.The orthometric height was determined by differential leveling
 MA1033.and adjusted by the National Geodetic Survey in June 1991..
 MA1033
 MA1033.The geoid height was determined by GEOID03.
 MA1033
 MA1033.The dynamic height is computed by dividing the NAVD 88
 MA1033.geopotential number by the normal gravity value computed on the
 MA1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1033.degrees latitude (g = 980.6199 gals.).
 MA1033
 MA1033.The modeled gravity was interpolated from observed gravity values.
 MA1033
 MA1033;                    North         East    Units  Estimated Accuracy
 MA1033;SPC PA N     -   111,260.      488,330.      MT  (+/- 180 meters Scaled)
 MA1033
 MA1033                          SUPERSEDED SURVEY CONTROL
 MA1033
 MA1033  NGVD 29 (??/??/92)  386.703  (m)         1268.71   (f) ADJ UNCH    2 0
 MA1033
 MA1033.Superseded values are not recommended for survey control.
 MA1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1033.See file dsdata.txt to determine how the superseded data were derived.
 MA1033
 MA1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF610583(NAD 83)
 MA1033_MARKER: DD = SURVEY DISK
 MA1033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1033_SP_SET: SIDEWALK
 MA1033_STAMPING: C 45 1922
 MA1033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1033
 MA1033  HISTORY     - Date     Condition        Report By
 MA1033  HISTORY     - 1922     MONUMENTED       USGS
 MA1033  HISTORY     - 1958     GOOD             NGS
 MA1033
 MA1033                          STATION DESCRIPTION
 MA1033
 MA1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MA1033'AT BROOKVILLE.
 MA1033'AT BROOKVILLE, JEFFERSON COUNTY, ON MAIN STREET, AT THE
 MA1033'BROOKVILLE TITLE AND TRUST CO. BUILDING, 9 FEET EAST OF THE
 MA1033'CENTER LINE OF THE FRONT ENTRANCE, 2 FEET EAST OF THE EAST CORNER
 MA1033'OF THE ENTRANCE, 6 INCHES SOUTH OF THE BUILDING LINE, IN THE TOP
 MA1033'OF THE SIDEWALK, 48 FEET NORTH OF THE CENTER LINE OF THE STREET,
 MA1033'AND ABOUT 8 INCHES HIGHER THAN THE STREET.  A UNITED STATES
 MA1033'GEOLOGICAL SURVEY STANDARD DISK, STAMPED C 45 1922.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0447 ***********************************************************************
 JW0447  DESIGNATION -  C 45
 JW0447  PID         -  JW0447
 JW0447  STATE/COUNTY-  PA/SOMERSET
 JW0447  USGS QUAD   -  FAIRHOPE (1973)
 JW0447
 JW0447                         *CURRENT SURVEY CONTROL
 JW0447  ___________________________________________________________________
 JW0447* NAD 83(1986)-  39 50 38.     (N)    078 47 59.     (W)     SCALED    
 JW0447* NAVD 88     -       425.171  (meters)    1394.92   (feet)  ADJUSTED  
 JW0447  ___________________________________________________________________
 JW0447  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 JW0447  DYNAMIC HT  -         424.903 (meters)    1394.04  (feet)  COMP
 JW0447  MODELED GRAV-     979,983.5   (mgal)                       NAVD 88
 JW0447
 JW0447  VERT ORDER  -  FIRST     CLASS II
 JW0447
 JW0447.The horizontal coordinates were scaled from a topographic map and have
 JW0447.an estimated accuracy of +/- 6 seconds.
 JW0447
 JW0447.The orthometric height was determined by differential leveling
 JW0447.and adjusted by the National Geodetic Survey in June 1991..
 JW0447
 JW0447.The geoid height was determined by GEOID03.
 JW0447
 JW0447.The dynamic height is computed by dividing the NAVD 88
 JW0447.geopotential number by the normal gravity value computed on the
 JW0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0447.degrees latitude (g = 980.6199 gals.).
 JW0447
 JW0447.The modeled gravity was interpolated from observed gravity values.
 JW0447
 JW0447;                    North         East    Units  Estimated Accuracy
 JW0447;SPC PA S     -    57,220.      510,160.      MT  (+/- 180 meters Scaled)
 JW0447
 JW0447                          SUPERSEDED SURVEY CONTROL
 JW0447
 JW0447  NGVD 29 (??/??/92)  425.309  (m)         1395.37   (f) ADJ UNCH    1 2
 JW0447
 JW0447.Superseded values are not recommended for survey control.
 JW0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0447.See file dsdata.txt to determine how the superseded data were derived.
 JW0447
 JW0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE882127(NAD 83)
 JW0447_MARKER: DD = SURVEY DISK
 JW0447_SETTING: 66 = SET IN ROCK OUTCROP
 JW0447_SP_SET: OUTCROP
 JW0447_STAMPING: PA 1932 C 45 1395
 JW0447_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0447+STABILITY: POSITION/ELEVATION WELL
 JW0447
 JW0447  HISTORY     - Date     Condition        Report By
 JW0447  HISTORY     - 1932     MONUMENTED       USGS
 JW0447  HISTORY     - 1935     GOOD             NGS
 JW0447
 JW0447                          STATION DESCRIPTION
 JW0447
 JW0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0447'3.5 MI NE FROM GLENCOE.
 JW0447'3.5 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0447'GLENCOE, SOMERSET COUNTY, 20 RAILS NORTHWEST OF THE CROSSING SIGN
 JW0447'AT THE ROAD CROSSING AT FAIRHOPE, ON THE OUTSIDE OF A SHARP CURVE,
 JW0447'68 FEET SOUTHEAST OF A POWER LINE POLE, 37 FEET SOUTHWEST OF THE
 JW0447'SOUTHWEST RAIL, IN THE TOP OF A ROCK OUTCROP, 4.5 FEET NORTHWEST
 JW0447'OF THE NORTH END, AND FLUSH WITH THE GROUND.  A U.S. GEOLOGICAL
 JW0447'SURVEY STANDARD DISK, STAMPED PA 1932 C 45 1395.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1221 ***********************************************************************
 LZ1221  DESIGNATION -  C 45
 LZ1221  PID         -  LZ1221
 LZ1221  STATE/COUNTY-  PA/CLINTON
 LZ1221  USGS QUAD   -  BEECH CREEK (1973)
 LZ1221
 LZ1221                         *CURRENT SURVEY CONTROL
 LZ1221  ___________________________________________________________________
 LZ1221* NAD 83(1986)-  41 04 52.     (N)    077 33 25.     (W)     SCALED    
 LZ1221* NAVD 88     -       177.620  (meters)     582.74   (feet)  ADJUSTED  
 LZ1221  ___________________________________________________________________
 LZ1221  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 LZ1221  DYNAMIC HT  -         177.538 (meters)     582.47  (feet)  COMP
 LZ1221  MODELED GRAV-     980,161.6   (mgal)                       NAVD 88
 LZ1221
 LZ1221  VERT ORDER  -  SECOND    CLASS 0
 LZ1221
 LZ1221.The horizontal coordinates were scaled from a topographic map and have
 LZ1221.an estimated accuracy of +/- 6 seconds.
 LZ1221
 LZ1221.The orthometric height was determined by differential leveling
 LZ1221.and adjusted by the National Geodetic Survey in June 1991..
 LZ1221
 LZ1221.The geoid height was determined by GEOID03.
 LZ1221
 LZ1221.The dynamic height is computed by dividing the NAVD 88
 LZ1221.geopotential number by the normal gravity value computed on the
 LZ1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1221.degrees latitude (g = 980.6199 gals.).
 LZ1221
 LZ1221.The modeled gravity was interpolated from observed gravity values.
 LZ1221
 LZ1221;                    North         East    Units  Estimated Accuracy
 LZ1221;SPC PA N     -   101,570.      616,220.      MT  (+/- 180 meters Scaled)
 LZ1221
 LZ1221                          SUPERSEDED SURVEY CONTROL
 LZ1221
 LZ1221  NGVD 29 (??/??/92)  177.823  (m)          583.41   (f) ADJ UNCH    2 0
 LZ1221
 LZ1221.Superseded values are not recommended for survey control.
 LZ1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1221.See file dsdata.txt to determine how the superseded data were derived.
 LZ1221
 LZ1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL852509(NAD 83)
 LZ1221_MARKER: DD = SURVEY DISK
 LZ1221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1221_SP_SET: BRIDGE
 LZ1221_STAMPING: C 45 683 1921
 LZ1221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1221
 LZ1221  HISTORY     - Date     Condition        Report By
 LZ1221  HISTORY     - 1921     MONUMENTED       USGS
 LZ1221  HISTORY     - 1969     GOOD             NGS
 LZ1221
 LZ1221                          STATION DESCRIPTION
 LZ1221
 LZ1221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ1221'1.8 MI NE FROM BEECH CREEK.
 LZ1221'ABOUT 1.8 MILES NORTHEAST ALONG U.S. HIGHWAY 220 FROM THE POST
 LZ1221'OFFICE IN BEECH CREEK, 16 FEET SOUTHEAST OF THE CENTERLINE OF
 LZ1221'THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST WINGWALL OF A
 LZ1221'BRIDGE AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0212 ***********************************************************************
 KW0212  DESIGNATION -  C 46
 KW0212  PID         -  KW0212
 KW0212  STATE/COUNTY-  PA/LEBANON
 KW0212  USGS QUAD   -  PINE GROVE (1977)
 KW0212
 KW0212                         *CURRENT SURVEY CONTROL
 KW0212  ___________________________________________________________________
 KW0212* NAD 83(1986)-  40 31 22.     (N)    076 29 09.     (W)     SCALED    
 KW0212* NAVD 88     -       144.761  (meters)     474.94   (feet)  ADJUSTED  
 KW0212  ___________________________________________________________________
 KW0212  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 KW0212  DYNAMIC HT  -         144.689 (meters)     474.70  (feet)  COMP
 KW0212  MODELED GRAV-     980,121.1   (mgal)                       NAVD 88
 KW0212
 KW0212  VERT ORDER  -  SECOND    CLASS 0
 KW0212
 KW0212.The horizontal coordinates were scaled from a topographic map and have
 KW0212.an estimated accuracy of +/- 6 seconds.
 KW0212
 KW0212.The orthometric height was determined by differential leveling
 KW0212.and adjusted by the National Geodetic Survey in June 1991..
 KW0212
 KW0212.The geoid height was determined by GEOID03.
 KW0212
 KW0212.The dynamic height is computed by dividing the NAVD 88
 KW0212.geopotential number by the normal gravity value computed on the
 KW0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0212.degrees latitude (g = 980.6199 gals.).
 KW0212
 KW0212.The modeled gravity was interpolated from observed gravity values.
 KW0212
 KW0212;                    North         East    Units  Estimated Accuracy
 KW0212;SPC PA S     -   132,840.      707,120.      MT  (+/- 180 meters Scaled)
 KW0212
 KW0212                          SUPERSEDED SURVEY CONTROL
 KW0212
 KW0212  NGVD 29 (??/??/??)  144.963  (m)          475.60   (f) ADJUSTED    2 0
 KW0212
 KW0212.Superseded values are not recommended for survey control.
 KW0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0212.See file dsdata.txt to determine how the superseded data were derived.
 KW0212
 KW0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK741868(NAD 83)
 KW0212_MARKER: DB = BENCH MARK DISK
 KW0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0212_STAMPING: C 46 1934
 KW0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0212+STABILITY: SURFACE MOTION
 KW0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0212+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2006
 KW0212
 KW0212  HISTORY     - Date     Condition        Report By
 KW0212  HISTORY     - 1934     MONUMENTED       CGS
 KW0212  HISTORY     - 1967     GOOD             CGS
 KW0212  HISTORY     - 20060225 GOOD             GEOCAC
 KW0212
 KW0212                          STATION DESCRIPTION
 KW0212
 KW0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0212'1.3 MI W FROM SUEDBURG.
 KW0212'IN LEBANON COUNTY, 1.3 MILES WEST ALONG THE READING RAILWAY FROM
 KW0212'SUEDBURG, SCHUYLKILL COUNTY, AT BRIDGE 16/78, IN THE SECOND
 KW0212'STEP FROM THE TOP OF THE NORTHWEST WING WALL, 9 FEET NORTH OF
 KW0212'THE CENTERLINE OF THE TRACK, AND 2.5 FEET LOWER THAN THE TOP OF
 KW0212'THE RAIL.  A STANDARD DISK, STAMPED C 46 1934 AND SET IN THE TOP
 KW0212'OF A CONCRETE POST.
 KW0212
 KW0212                          STATION RECOVERY (1967)
 KW0212
 KW0212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KW0212'RECOVERED IN GOOD CONDITION.
 KW0212
 KW0212                          STATION RECOVERY (2006)
 KW0212
 KW0212'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0212'MARK IS LOCATED IN SWATARA STATE PARK. RAILS HAVE BEEN REMOVED AND
 KW0212'RAILBED IS NOW A TRAIL. STATION IS ON THE SECOND STEP OF THE SOUTHWEST
 KW0212'WINGWALL AND APPROXIMATELY 2 FEET LOWER THAN THE TRAIL. THERE IS A
 KW0212'SMALL TREE GROWING BESIDE THE MARK THAT WOULD HAVE TO BE REMOVED IN
 KW0212'ORDER TO OCCUPY IT.
 KW0212' 
 KW0212'N40 31 22.4 W76 29 08.9
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1133 ***********************************************************************
 LZ1133  DESIGNATION -  C 46
 LZ1133  PID         -  LZ1133
 LZ1133  STATE/COUNTY-  PA/LYCOMING
 LZ1133  USGS QUAD   -  SALLADASBURG (1973)
 LZ1133
 LZ1133                         *CURRENT SURVEY CONTROL
 LZ1133  ___________________________________________________________________
 LZ1133* NAD 83(1986)-  41 16 14.     (N)    077 13 49.     (W)     SCALED    
 LZ1133* NAVD 88     -       197.129  (meters)     646.75   (feet)  ADJUSTED  
 LZ1133  ___________________________________________________________________
 LZ1133  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 LZ1133  DYNAMIC HT  -         197.043 (meters)     646.47  (feet)  COMP
 LZ1133  MODELED GRAV-     980,179.6   (mgal)                       NAVD 88
 LZ1133
 LZ1133  VERT ORDER  -  SECOND    CLASS 0
 LZ1133
 LZ1133.The horizontal coordinates were scaled from a topographic map and have
 LZ1133.an estimated accuracy of +/- 6 seconds.
 LZ1133
 LZ1133.The orthometric height was determined by differential leveling
 LZ1133.and adjusted by the National Geodetic Survey in June 1991..
 LZ1133
 LZ1133.The geoid height was determined by GEOID03.
 LZ1133
 LZ1133.The dynamic height is computed by dividing the NAVD 88
 LZ1133.geopotential number by the normal gravity value computed on the
 LZ1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1133.degrees latitude (g = 980.6199 gals.).
 LZ1133
 LZ1133.The modeled gravity was interpolated from observed gravity values.
 LZ1133
 LZ1133;                    North         East    Units  Estimated Accuracy
 LZ1133;SPC PA N     -   122,720.      643,550.      MT  (+/- 180 meters Scaled)
 LZ1133
 LZ1133                          SUPERSEDED SURVEY CONTROL
 LZ1133
 LZ1133  NGVD 29 (??/??/92)  197.338  (m)          647.43   (f) ADJ UNCH    2 0
 LZ1133
 LZ1133.Superseded values are not recommended for survey control.
 LZ1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1133.See file dsdata.txt to determine how the superseded data were derived.
 LZ1133
 LZ1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL131711(NAD 83)
 LZ1133_MARKER: DD = SURVEY DISK
 LZ1133_SETTING: 66 = SET IN ROCK OUTCROP
 LZ1133_SP_SET: ROCK OUTCROP
 LZ1133_STAMPING: C 46 PD 1921 647
 LZ1133_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ1133+STABILITY: POSITION/ELEVATION WELL
 LZ1133
 LZ1133  HISTORY     - Date     Condition        Report By
 LZ1133  HISTORY     - 1921     MONUMENTED       CGS
 LZ1133  HISTORY     - 1935     GOOD             NGS
 LZ1133  HISTORY     - 1941     GOOD             NGS
 LZ1133
 LZ1133                          STATION DESCRIPTION
 LZ1133
 LZ1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ1133'0.8 MI S FROM SALLADASBURG.
 LZ1133'ABOUT 0.8 MILE SOUTH ALONG STATE HIGHWAY 84 FROM SALLADASBURG,
 LZ1133'LYCOMING COUNTY, ABOUT 300 FEET SOUTH OF A BLUE KEYSTONE
 LZ1133'SALLADASBURG SIGN, AT STATION 2-24+60, AT THE SIDE OF A HILL,
 LZ1133'ABOUT 120 FEET EAST OF A 20- BY 30-FOOT FRAME HOUSE, 45 FEET
 LZ1133'SOUTHEAST OF POLE 173, 30 FEET EAST OF THE CENTER LINE OF THE
 LZ1133'HIGHWAY, 6 FEET SOUTH OF A 16-INCH PINE TREE, IN THE TOP OF A
 LZ1133'ROCK OUTCROP, AND ABOUT 10 FEET HIGHER THAN THE ROADWAY.  A
 LZ1133'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED C 46 PD
 LZ1133'1921 647.
 LZ1133
 LZ1133                          STATION RECOVERY (1941)
 LZ1133
 LZ1133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LZ1133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1139 ***********************************************************************
 LZ1139  DESIGNATION -  C 47
 LZ1139  PID         -  LZ1139
 LZ1139  STATE/COUNTY-  PA/LYCOMING
 LZ1139  USGS QUAD   -  SALLADASBURG (1973)
 LZ1139
 LZ1139                         *CURRENT SURVEY CONTROL
 LZ1139  ___________________________________________________________________
 LZ1139* NAD 83(1986)-  41 19 11.     (N)    077 14 05.     (W)     SCALED    
 LZ1139* NAVD 88     -       268.564  (meters)     881.11   (feet)  ADJUSTED  
 LZ1139  ___________________________________________________________________
 LZ1139  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 LZ1139  DYNAMIC HT  -         268.443 (meters)     880.72  (feet)  COMP
 LZ1139  MODELED GRAV-     980,166.0   (mgal)                       NAVD 88
 LZ1139
 LZ1139  VERT ORDER  -  SECOND    CLASS 0
 LZ1139
 LZ1139.The horizontal coordinates were scaled from a topographic map and have
 LZ1139.an estimated accuracy of +/- 6 seconds.
 LZ1139
 LZ1139.The orthometric height was determined by differential leveling
 LZ1139.and adjusted by the National Geodetic Survey in June 1991..
 LZ1139
 LZ1139.The geoid height was determined by GEOID03.
 LZ1139
 LZ1139.The dynamic height is computed by dividing the NAVD 88
 LZ1139.geopotential number by the normal gravity value computed on the
 LZ1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1139.degrees latitude (g = 980.6199 gals.).
 LZ1139
 LZ1139.The modeled gravity was interpolated from observed gravity values.
 LZ1139
 LZ1139;                    North         East    Units  Estimated Accuracy
 LZ1139;SPC PA N     -   128,180.      643,140.      MT  (+/- 180 meters Scaled)
 LZ1139
 LZ1139                          SUPERSEDED SURVEY CONTROL
 LZ1139
 LZ1139  NGVD 29 (??/??/92)  268.761  (m)          881.76   (f) ADJ UNCH    2 0
 LZ1139
 LZ1139.Superseded values are not recommended for survey control.
 LZ1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1139.See file dsdata.txt to determine how the superseded data were derived.
 LZ1139
 LZ1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL129766(NAD 83)
 LZ1139_MARKER: DD = SURVEY DISK
 LZ1139_SETTING: 80 = SET IN A BOULDER
 LZ1139_SP_SET: BOULDER
 LZ1139_STAMPING: PD C 47 1921
 LZ1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1139+STABILITY: SURFACE MOTION
 LZ1139
 LZ1139  HISTORY     - Date     Condition        Report By
 LZ1139  HISTORY     - 1921     MONUMENTED       USGS
 LZ1139  HISTORY     - 1935     GOOD             NGS
 LZ1139
 LZ1139                          STATION DESCRIPTION
 LZ1139
 LZ1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ1139'3.2 MI N FROM SALLADASBURG.
 LZ1139'ABOUT 3.2 MILES NORTH ALONG STATE HIGHWAY 84 FROM SALLADASBURG,
 LZ1139'LYCOMING COUNTY, AT STATION 4-19+05, 39 FEET SOUTHWEST OF POLE
 LZ1139'328, 21 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 10 FEET
 LZ1139'SOUTHEAST OF A 30-INCH LEANING PINE WITH A PAINTED X AND ARROW,
 LZ1139'IN THE TOP OF A 5- BY 12-FOOT BOULDER, ABOUT 7 FEET HIGHER THAN
 LZ1139'THE ROADWAY, AND ABOUT 2 FEET ABOVE GROUND.  A UNITED STATES
 LZ1139'GEOLOGICAL SURVEY STANDARD DISK, STAMPED PD C 47 1921.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1145 ***********************************************************************
 LZ1145  DESIGNATION -  C 48
 LZ1145  PID         -  LZ1145
 LZ1145  STATE/COUNTY-  PA/LYCOMING
 LZ1145  USGS QUAD   -  ENGLISH CENTER (1973)
 LZ1145
 LZ1145                         *CURRENT SURVEY CONTROL
 LZ1145  ___________________________________________________________________
 LZ1145* NAD 83(1986)-  41 23 01.     (N)    077 15 19.     (W)     SCALED    
 LZ1145* NAVD 88     -       385.055  (meters)    1263.30   (feet)  ADJUSTED  
 LZ1145  ___________________________________________________________________
 LZ1145  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 LZ1145  DYNAMIC HT  -         384.877 (meters)    1262.72  (feet)  COMP
 LZ1145  MODELED GRAV-     980,151.7   (mgal)                       NAVD 88
 LZ1145
 LZ1145  VERT ORDER  -  SECOND    CLASS 0
 LZ1145
 LZ1145.The horizontal coordinates were scaled from a topographic map and have
 LZ1145.an estimated accuracy of +/- 6 seconds.
 LZ1145
 LZ1145.The orthometric height was determined by differential leveling
 LZ1145.and adjusted by the National Geodetic Survey in June 1991..
 LZ1145
 LZ1145.The geoid height was determined by GEOID03.
 LZ1145
 LZ1145.The dynamic height is computed by dividing the NAVD 88
 LZ1145.geopotential number by the normal gravity value computed on the
 LZ1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1145.degrees latitude (g = 980.6199 gals.).
 LZ1145
 LZ1145.The modeled gravity was interpolated from observed gravity values.
 LZ1145
 LZ1145;                    North         East    Units  Estimated Accuracy
 LZ1145;SPC PA N     -   135,260.      641,380.      MT  (+/- 180 meters Scaled)
 LZ1145
 LZ1145                          SUPERSEDED SURVEY CONTROL
 LZ1145
 LZ1145  NGVD 29 (??/??/92)  385.246  (m)         1263.93   (f) ADJ UNCH    2 0
 LZ1145
 LZ1145.Superseded values are not recommended for survey control.
 LZ1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1145.See file dsdata.txt to determine how the superseded data were derived.
 LZ1145
 LZ1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL114837(NAD 83)
 LZ1145_MARKER: DD = SURVEY DISK
 LZ1145_SETTING: 80 = SET IN A BOULDER
 LZ1145_SP_SET: BOULDER
 LZ1145_STAMPING: PA C 48 1921
 LZ1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1145+STABILITY: SURFACE MOTION
 LZ1145
 LZ1145  HISTORY     - Date     Condition        Report By
 LZ1145  HISTORY     - 1921     MONUMENTED       USGS
 LZ1145  HISTORY     - 1935     GOOD             NGS
 LZ1145
 LZ1145                          STATION DESCRIPTION
 LZ1145
 LZ1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ1145'0.7 MI S FROM BROOKSIDE.
 LZ1145'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 84 FROM THE JUNCTION
 LZ1145'OF STATE HIGHWAY 184 AT BROOKSIDE, LYCOMING COUNTY, AT STATION
 LZ1145'6-72+30, ABOUT 160 FEET SOUTH OF A 2-STORY FRAME HOUSE, 33 FEET
 LZ1145'WEST OF THE CENTER LINE OF THE HIGHWAY, 21 FEET SOUTHWEST OF THE
 LZ1145'WEST HEAD WALL OF A 24-INCH PIPE CULVERT, 21 FEET NORTHWEST OF
 LZ1145'A 15-INCH WILD BLACK CHERRY TREE, 15 FEET NORTH OF A WIRE FENCE,
 LZ1145'4 FEET SOUTH OF AN 18-INCH APPLE TREE, IN THE TOP OF A 3- BY
 LZ1145'3-FOOT BOULDER, AND ABOUT 1 FOOT LOWER THAN THE ROADWAY.  A
 LZ1145'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED PA C 48
 LZ1145'1921.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2766 ***********************************************************************
 KV2766  DESIGNATION -  C 48
 KV2766  PID         -  KV2766
 KV2766  STATE/COUNTY-  PA/CARBON
 KV2766  USGS QUAD   -  CHRISTMANS (1992)
 KV2766
 KV2766                         *CURRENT SURVEY CONTROL
 KV2766  ___________________________________________________________________
 KV2766* NAD 83(1986)-  40 54 11.     (N)    075 44 41.     (W)     SCALED    
 KV2766* NAVD 88     -       199.402  (meters)     654.20   (feet)  ADJUSTED  
 KV2766  ___________________________________________________________________
 KV2766  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KV2766  DYNAMIC HT  -         199.308 (meters)     653.90  (feet)  COMP
 KV2766  MODELED GRAV-     980,146.8   (mgal)                       NAVD 88
 KV2766
 KV2766  VERT ORDER  -  SECOND    CLASS 0
 KV2766
 KV2766.The horizontal coordinates were scaled from a topographic map and have
 KV2766.an estimated accuracy of +/- 6 seconds.
 KV2766
 KV2766.The orthometric height was determined by differential leveling
 KV2766.and adjusted by the National Geodetic Survey in June 1991..
 KV2766
 KV2766.The geoid height was determined by GEOID03.
 KV2766
 KV2766.The dynamic height is computed by dividing the NAVD 88
 KV2766.geopotential number by the normal gravity value computed on the
 KV2766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2766.degrees latitude (g = 980.6199 gals.).
 KV2766
 KV2766.The modeled gravity was interpolated from observed gravity values.
 KV2766
 KV2766;                    North         East    Units  Estimated Accuracy
 KV2766;SPC PA N     -    83,740.      768,950.      MT  (+/- 180 meters Scaled)
 KV2766
 KV2766                          SUPERSEDED SURVEY CONTROL
 KV2766
 KV2766  NGVD 29 (??/??/??)  199.609  (m)          654.88   (f) ADJUSTED    2 0
 KV2766
 KV2766.Superseded values are not recommended for survey control.
 KV2766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2766.See file dsdata.txt to determine how the superseded data were derived.
 KV2766
 KV2766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL372282(NAD 83)
 KV2766_MARKER: DB = BENCH MARK DISK
 KV2766_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2766_SP_SET: WALL
 KV2766_STAMPING: C 48 1934
 KV2766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2766
 KV2766  HISTORY     - Date     Condition        Report By
 KV2766  HISTORY     - 1934     MONUMENTED       CGS
 KV2766
 KV2766                          STATION DESCRIPTION
 KV2766
 KV2766'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV2766'3.9 MI S FROM PENN HAVEN JUNCTION.
 KV2766'3.9 MILES SOUTH ALONG THE LEHIGH VALLEY RAILROAD FROM PENN HAVEN
 KV2766'JUNCTION, CARBON COUNTY, 78 FEET NORTH OF MILEPOST 127, IN THE
 KV2766'TOP OF A CONCRETE RETAINING WALL, 11 FEET EAST OF THE CENTER
 KV2766'LINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE
 KV2766'RAIL.  A STANDARD DISK, STAMPED C 48 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0226 ***********************************************************************
 LZ0226  DESIGNATION -  C 49
 LZ0226  PID         -  LZ0226
 LZ0226  STATE/COUNTY-  PA/SULLIVAN
 LZ0226  USGS QUAD   -  LAPORTE (1981)
 LZ0226
 LZ0226                         *CURRENT SURVEY CONTROL
 LZ0226  ___________________________________________________________________
 LZ0226* NAD 83(1986)-  41 29 24.     (N)    076 24 28.     (W)     SCALED    
 LZ0226* NAVD 88     -       558.094  (meters)    1831.01   (feet)  ADJUSTED  
 LZ0226  ___________________________________________________________________
 LZ0226  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 LZ0226  DYNAMIC HT  -         557.846 (meters)    1830.20  (feet)  COMP
 LZ0226  MODELED GRAV-     980,159.2   (mgal)                       NAVD 88
 LZ0226
 LZ0226  VERT ORDER  -  SECOND    CLASS 0
 LZ0226
 LZ0226.The horizontal coordinates were scaled from a topographic map and have
 LZ0226.an estimated accuracy of +/- 6 seconds.
 LZ0226
 LZ0226.The orthometric height was determined by differential leveling
 LZ0226.and adjusted by the National Geodetic Survey in June 1991..
 LZ0226
 LZ0226.The geoid height was determined by GEOID03.
 LZ0226
 LZ0226.The dynamic height is computed by dividing the NAVD 88
 LZ0226.geopotential number by the normal gravity value computed on the
 LZ0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0226.degrees latitude (g = 980.6199 gals.).
 LZ0226
 LZ0226.The modeled gravity was interpolated from observed gravity values.
 LZ0226
 LZ0226;                    North         East    Units  Estimated Accuracy
 LZ0226;SPC PA N     -   147,830.      712,080.      MT  (+/- 180 meters Scaled)
 LZ0226
 LZ0226                          SUPERSEDED SURVEY CONTROL
 LZ0226
 LZ0226  NGVD 29 (??/??/92)  558.256  (m)         1831.54   (f) ADJ UNCH    2 0
 LZ0226
 LZ0226.Superseded values are not recommended for survey control.
 LZ0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0226.See file dsdata.txt to determine how the superseded data were derived.
 LZ0226
 LZ0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL824941(NAD 83)
 LZ0226_MARKER: DB = BENCH MARK DISK
 LZ0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0226_STAMPING: C 49 1934
 LZ0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0226+STABILITY: SURFACE MOTION
 LZ0226
 LZ0226  HISTORY     - Date     Condition        Report By
 LZ0226  HISTORY     - 1934     MONUMENTED       CGS
 LZ0226  HISTORY     - 1969     MARK NOT FOUND   NGS
 LZ0226
 LZ0226                          STATION DESCRIPTION
 LZ0226
 LZ0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0226'AT SATTERFIELD.
 LZ0226'AT SATTERFIELD, SULLIVAN COUNTY, 160 FEET SOUTH OF THE FORMER
 LZ0226'WILLIAMSPORT AND NORTH BRANCH RAILWAY STATION, AND 63 FEET
 LZ0226'NORTH OF POLE 1674.  A STANDARD DISK, STAMPED C 49 1934 AND SET
 LZ0226'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 LZ0226
 LZ0226                          STATION RECOVERY (1969)
 LZ0226
 LZ0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LZ0226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0900 ***********************************************************************
 KW0900  DESIGNATION -  C 5
 KW0900  PID         -  KW0900
 KW0900  STATE/COUNTY-  PA/LANCASTER
 KW0900  USGS QUAD   -  YORK HAVEN (1990)
 KW0900
 KW0900                         *CURRENT SURVEY CONTROL
 KW0900  ___________________________________________________________________
 KW0900* NAD 83(1986)-  40 04 01.     (N)    076 38 02.     (W)     SCALED    
 KW0900* NAVD 88     -        83.822  (meters)     275.01   (feet)  ADJUSTED  
 KW0900  ___________________________________________________________________
 KW0900  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 KW0900  DYNAMIC HT  -          83.778 (meters)     274.86  (feet)  COMP
 KW0900  MODELED GRAV-     980,109.6   (mgal)                       NAVD 88
 KW0900
 KW0900  VERT ORDER  -  FIRST     CLASS II
 KW0900
 KW0900.The horizontal coordinates were scaled from a topographic map and have
 KW0900.an estimated accuracy of +/- 6 seconds.
 KW0900
 KW0900.The orthometric height was determined by differential leveling
 KW0900.and adjusted by the National Geodetic Survey in June 1991..
 KW0900
 KW0900.The geoid height was determined by GEOID03.
 KW0900
 KW0900.The dynamic height is computed by dividing the NAVD 88
 KW0900.geopotential number by the normal gravity value computed on the
 KW0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0900.degrees latitude (g = 980.6199 gals.).
 KW0900
 KW0900.The modeled gravity was interpolated from observed gravity values.
 KW0900
 KW0900;                    North         East    Units  Estimated Accuracy
 KW0900;SPC PA S     -    82,060.      695,210.      MT  (+/- 180 meters Scaled)
 KW0900
 KW0900                          SUPERSEDED SURVEY CONTROL
 KW0900
 KW0900  NGVD 29 (??/??/??)   84.065  (m)          275.80   (f) ADJUSTED    1 2
 KW0900
 KW0900.Superseded values are not recommended for survey control.
 KW0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0900.See file dsdata.txt to determine how the superseded data were derived.
 KW0900
 KW0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK606364(NAD 83)
 KW0900_MARKER: DB = BENCH MARK DISK
 KW0900_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0900_SP_SET: CULVERT
 KW0900_STAMPING: C 5 1955
 KW0900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0900_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0900+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 KW0900
 KW0900  HISTORY     - Date     Condition        Report By
 KW0900  HISTORY     - 1955     MONUMENTED       CGS
 KW0900  HISTORY     - 1979     GOOD             NGS
 KW0900  HISTORY     - 20060311 GOOD             GEOCAC
 KW0900
 KW0900                          STATION DESCRIPTION
 KW0900
 KW0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KW0900'3 MI SE FROM BAINBRIDGE.
 KW0900'ABOUT 3.0 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW0900'THE STATION AT BAINBRIDGE, ABOUT 156 YARDS WEST-NORTHWEST OF MILE
 KW0900'POST 88, ABOUT 165 YARDS EAST OF A PRIVATE FIELD ROAD CROSSING,
 KW0900'ABOUT 75 YARDS NORTHWEST OF STEEL TROLLEY POLE NO. 88-85, IN THE
 KW0900'TOP AND 7 FEET WEST OF THE EAST END OF NORTH CONCRETE HEAD WALL
 KW0900'OF A 7-FOOT CONCRETE CULVERT UNDER NORTH TRACK, 6 FEET NORTH OF
 KW0900'NORTH RAIL OF NORTH TRACK AND ABOUT 1 1/2 FEET BELOW LEVEL OF
 KW0900'TRACK.
 KW0900
 KW0900                          STATION RECOVERY (1979)
 KW0900
 KW0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW0900'RECOVERED IN GOOD CONDITION.
 KW0900
 KW0900                          STATION RECOVERY (2006)
 KW0900
 KW0900'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0900'N 40 04 01.7 W 076 38 01.5
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0433 ***********************************************************************
 KW0433  DESIGNATION -  C 50
 KW0433  PID         -  KW0433
 KW0433  STATE/COUNTY-  PA/SCHUYLKILL
 KW0433  USGS QUAD   -  DELANO (1976)
 KW0433
 KW0433                         *CURRENT SURVEY CONTROL
 KW0433  ___________________________________________________________________
 KW0433* NAD 83(1986)-  40 51 51.     (N)    076 00 49.     (W)     SCALED    
 KW0433* NAVD 88     -       443.392  (meters)    1454.70   (feet)  ADJUSTED  
 KW0433  ___________________________________________________________________
 KW0433  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KW0433  DYNAMIC HT  -         443.170 (meters)    1453.97  (feet)  COMP
 KW0433  MODELED GRAV-     980,111.0   (mgal)                       NAVD 88
 KW0433
 KW0433  VERT ORDER  -  SECOND    CLASS 0
 KW0433
 KW0433.The horizontal coordinates were scaled from a topographic map and have
 KW0433.an estimated accuracy of +/- 6 seconds.
 KW0433
 KW0433.The orthometric height was determined by differential leveling
 KW0433.and adjusted by the National Geodetic Survey in June 1991..
 KW0433
 KW0433.The geoid height was determined by GEOID03.
 KW0433
 KW0433.The dynamic height is computed by dividing the NAVD 88
 KW0433.geopotential number by the normal gravity value computed on the
 KW0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0433.degrees latitude (g = 980.6199 gals.).
 KW0433
 KW0433.The modeled gravity was interpolated from observed gravity values.
 KW0433
 KW0433;                    North         East    Units  Estimated Accuracy
 KW0433;SPC PA S     -   171,420.      746,380.      MT  (+/- 180 meters Scaled)
 KW0433
 KW0433                          SUPERSEDED SURVEY CONTROL
 KW0433
 KW0433  NGVD 29 (??/??/??)  443.585  (m)         1455.33   (f) ADJUSTED    2 0
 KW0433
 KW0433.Superseded values are not recommended for survey control.
 KW0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0433.See file dsdata.txt to determine how the superseded data were derived.
 KW0433
 KW0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL145241(NAD 83)
 KW0433_MARKER: DB = BENCH MARK DISK
 KW0433_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0433_SP_SET: BASE
 KW0433_STAMPING: C 50 1934
 KW0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0433
 KW0433  HISTORY     - Date     Condition        Report By
 KW0433  HISTORY     - 1934     MONUMENTED       CGS
 KW0433
 KW0433                          STATION DESCRIPTION
 KW0433
 KW0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0433'1.5 MI S FROM LOFTY.
 KW0433'1.5 MILES SOUTH ALONG THE READING CO. RAILWAY FROM LOFTY,
 KW0433'SCHUYLKILL COUNTY, AT HAZELTON JUNCTION, AT A WATCHMANS SHANTY,
 KW0433'IN THE BASE OF AN ABANDONED SIGNAL STANDARD, 7 FEET WEST OF
 KW0433'THE CENTER LINE OF THE SOUTH-BOUND TRACK, AND ABOUT 1 FOOT
 KW0433'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED C 50
 KW0433'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0971 ***********************************************************************
 MA0971  DESIGNATION -  C 53
 MA0971  PID         -  MA0971
 MA0971  STATE/COUNTY-  PA/CLARION
 MA0971  USGS QUAD   -  LUCINDA (1977)
 MA0971
 MA0971                         *CURRENT SURVEY CONTROL
 MA0971  ___________________________________________________________________
 MA0971* NAD 83(1986)-  41 22 22.     (N)    079 18 20.     (W)     SCALED    
 MA0971* NAVD 88     -       494.647  (meters)    1622.85   (feet)  ADJUSTED  
 MA0971  ___________________________________________________________________
 MA0971  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 MA0971  DYNAMIC HT  -         494.421 (meters)    1622.11  (feet)  COMP
 MA0971  MODELED GRAV-     980,151.8   (mgal)                       NAVD 88
 MA0971
 MA0971  VERT ORDER  -  SECOND    CLASS 0
 MA0971
 MA0971.The horizontal coordinates were scaled from a topographic map and have
 MA0971.an estimated accuracy of +/- 6 seconds.
 MA0971
 MA0971.The orthometric height was determined by differential leveling
 MA0971.and adjusted by the National Geodetic Survey in June 1991..
 MA0971
 MA0971.The geoid height was determined by GEOID03.
 MA0971
 MA0971.The dynamic height is computed by dividing the NAVD 88
 MA0971.geopotential number by the normal gravity value computed on the
 MA0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0971.degrees latitude (g = 980.6199 gals.).
 MA0971
 MA0971.The modeled gravity was interpolated from observed gravity values.
 MA0971
 MA0971;                    North         East    Units  Estimated Accuracy
 MA0971;SPC PA N     -   135,110.      469,880.      MT  (+/- 180 meters Scaled)
 MA0971
 MA0971                          SUPERSEDED SURVEY CONTROL
 MA0971
 MA0971  NGVD 29 (??/??/92)  494.795  (m)         1623.34   (f) ADJ UNCH    2 0
 MA0971
 MA0971.Superseded values are not recommended for survey control.
 MA0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0971.See file dsdata.txt to determine how the superseded data were derived.
 MA0971
 MA0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF417815(NAD 83)
 MA0971_MARKER: DD = SURVEY DISK
 MA0971_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0971_SP_SET: SIDEWALK
 MA0971_STAMPING: PA C 53 1932
 MA0971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0971
 MA0971  HISTORY     - Date     Condition        Report By
 MA0971  HISTORY     - 1932     MONUMENTED       USGS
 MA0971  HISTORY     - 1935     GOOD             NGS
 MA0971
 MA0971                          STATION DESCRIPTION
 MA0971
 MA0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA0971'AT TYLERSBURG.
 MA0971'AT TYLERSBURG, CLARION COUNTY, ABOUT 72 FEET NORTH OF THE
 MA0971'BALTIMORE AND OHIO RAILROAD STATION, AT A MACADAM ROAD CROSSING,
 MA0971'ABOUT 145 FEET NORTH OF THE CENTER LINE OF THE ROAD, 33 FEET
 MA0971'WEST OF THE WEST RAIL OF THE MAIN TRACK, AT THE SOUTH SIDE OF
 MA0971'THE F.H. SEIGWORTH RESIDENCE, IN THE TOP OF THE CONCRETE
 MA0971'SIDEWALK, 14 FEET WEST OF THE SOUTHEAST CORNER, 4 FEET EAST OF
 MA0971'THE CENTER OF THE BASEMENT ENTRANCE, 3 FEET SOUTH OF THE SOUTH
 MA0971'FOUNDATION, AND 5 FEET BELOW THE TOP OF THE CONCRETE BLOCK
 MA0971'FOUNDATION.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 MA0971'STAMPED PA C 53 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0463 ***********************************************************************
 JW0463  DESIGNATION -  C 53
 JW0463  PID         -  JW0463
 JW0463  STATE/COUNTY-  PA/SOMERSET
 JW0463  USGS QUAD   -  WITTENBERG (1977)
 JW0463
 JW0463                         *CURRENT SURVEY CONTROL
 JW0463  ___________________________________________________________________
 JW0463* NAD 83(1986)-  39 48 16.     (N)    078 57 56.     (W)     SCALED    
 JW0463* NAVD 88     -       685.231  (meters)    2248.13   (feet)  ADJUSTED  
 JW0463  ___________________________________________________________________
 JW0463  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 JW0463  DYNAMIC HT  -         684.784 (meters)    2246.66  (feet)  COMP
 JW0463  MODELED GRAV-     979,950.1   (mgal)                       NAVD 88
 JW0463
 JW0463  VERT ORDER  -  FIRST     CLASS II
 JW0463
 JW0463.The horizontal coordinates were scaled from a topographic map and have
 JW0463.an estimated accuracy of +/- 6 seconds.
 JW0463
 JW0463.The orthometric height was determined by differential leveling
 JW0463.and adjusted by the National Geodetic Survey in June 1991..
 JW0463
 JW0463.The geoid height was determined by GEOID03.
 JW0463
 JW0463.The dynamic height is computed by dividing the NAVD 88
 JW0463.geopotential number by the normal gravity value computed on the
 JW0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0463.degrees latitude (g = 980.6199 gals.).
 JW0463
 JW0463.The modeled gravity was interpolated from observed gravity values.
 JW0463
 JW0463;                    North         East    Units  Estimated Accuracy
 JW0463;SPC PA S     -    53,030.      495,900.      MT  (+/- 180 meters Scaled)
 JW0463
 JW0463                          SUPERSEDED SURVEY CONTROL
 JW0463
 JW0463  NGVD 29 (??/??/92)  685.323  (m)         2248.43   (f) ADJ UNCH    1 2
 JW0463
 JW0463.Superseded values are not recommended for survey control.
 JW0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0463.See file dsdata.txt to determine how the superseded data were derived.
 JW0463
 JW0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE741080(NAD 83)
 JW0463_MARKER: DD = SURVEY DISK
 JW0463_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0463_SP_SET: TUNNEL
 JW0463_STAMPING: PA C 53 1923
 JW0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0463
 JW0463  HISTORY     - Date     Condition        Report By
 JW0463  HISTORY     - 1923     MONUMENTED       USGS
 JW0463  HISTORY     - 1941     GOOD             NGS
 JW0463
 JW0463                          STATION DESCRIPTION
 JW0463
 JW0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JW0463'4.3 MI SE FROM MEYERSDALE.
 JW0463'4.3 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0463'STATION AT MEYERSDALE, SOMERSET COUNTY, AT THE SOUTHWEST END
 JW0463'OF THE SANDPATCH TUNNEL, IN THE WALL, 2 FEET SOUTHWEST AND 4.9
 JW0463'FEET NORTHWEST OF THE SOUTH CORNER OF THE NORTHWEST PORTAL, 11
 JW0463'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE WEST BOUND TRACK,
 JW0463'AND LEVEL WITH THE TRACK.  A U.S. GEOLOGICAL SURVEY STANDARD
 JW0463'DISK, STAMPED PA C 53 1923 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1151 ***********************************************************************
 MA1151  DESIGNATION -  C 54
 MA1151  PID         -  MA1151
 MA1151  STATE/COUNTY-  PA/CLARION
 MA1151  USGS QUAD   -  FRYBURG (1977)
 MA1151
 MA1151                         *CURRENT SURVEY CONTROL
 MA1151  ___________________________________________________________________
 MA1151* NAD 83(1986)-  41 18 08.     (N)    079 27 25.     (W)     SCALED    
 MA1151* NAVD 88     -       483.956  (meters)    1587.78   (feet)  ADJUSTED  
 MA1151  ___________________________________________________________________
 MA1151  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MA1151  DYNAMIC HT  -         483.731 (meters)    1587.04  (feet)  COMP
 MA1151  MODELED GRAV-     980,143.4   (mgal)                       NAVD 88
 MA1151
 MA1151  VERT ORDER  -  SECOND    CLASS 0
 MA1151
 MA1151.The horizontal coordinates were scaled from a topographic map and have
 MA1151.an estimated accuracy of +/- 6 seconds.
 MA1151
 MA1151.The orthometric height was determined by differential leveling
 MA1151.and adjusted by the National Geodetic Survey in June 1991..
 MA1151
 MA1151.The geoid height was determined by GEOID03.
 MA1151
 MA1151.The dynamic height is computed by dividing the NAVD 88
 MA1151.geopotential number by the normal gravity value computed on the
 MA1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1151.degrees latitude (g = 980.6199 gals.).
 MA1151
 MA1151.The modeled gravity was interpolated from observed gravity values.
 MA1151
 MA1151;                    North         East    Units  Estimated Accuracy
 MA1151;SPC PA N     -   127,520.      457,060.      MT  (+/- 180 meters Scaled)
 MA1151
 MA1151                          SUPERSEDED SURVEY CONTROL
 MA1151
 MA1151  NGVD 29 (??/??/92)  484.110  (m)         1588.28   (f) ADJ UNCH    2 0
 MA1151
 MA1151.Superseded values are not recommended for survey control.
 MA1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1151.See file dsdata.txt to determine how the superseded data were derived.
 MA1151
 MA1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF291734(NAD 83)
 MA1151_MARKER: DD = SURVEY DISK
 MA1151_SETTING: 66 = SET IN ROCK OUTCROP
 MA1151_SP_SET: ROCK OUTCROP
 MA1151_STAMPING: PA C 54 1922
 MA1151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA1151+STABILITY: POSITION/ELEVATION WELL
 MA1151
 MA1151  HISTORY     - Date     Condition        Report By
 MA1151  HISTORY     - 1922     MONUMENTED       USGS
 MA1151  HISTORY     - 1935     GOOD             NGS
 MA1151
 MA1151                          STATION DESCRIPTION
 MA1151
 MA1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1151'3.6 MI N FROM SHIPPENVILLE.
 MA1151'ABOUT 3.6 MILES NORTH ALONG STATE HIGHWAY 66 FROM THE MT. ZION
 MA1151'LUTHERAN CHURCH AT SHIPPENVILLE, CLARION COUNTY, ABOUT 110
 MA1151'FEET NORTHEAST OF A COAL MINE SHAFT, ABOUT 80 FEET NORTH OF THE
 MA1151'CENTER OF THE JUNCTION OF A GRAVEL ROAD LEADING TO THE COAL
 MA1151'SHAFT, 45 FEET WEST OF A 30-INCH DEAD TREE, 9 FEET SOUTH OF A
 MA1151'TWIN 10-INCH OAK TREE, IN THE TOP OF A 3- BY 3-FOOT SANDSTONE
 MA1151'OUTCROP, AND ABOUT 2 FEET HIGHER THAN THE ROADWAY.  A UNITED
 MA1151'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED PA C 54 1922.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1767 ***********************************************************************
 LY1767  DESIGNATION -  C 54
 LY1767  PID         -  LY1767
 LY1767  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1767  USGS QUAD   -  THOMPSON (1994)
 LY1767
 LY1767                         *CURRENT SURVEY CONTROL
 LY1767  ___________________________________________________________________
 LY1767* NAD 83(1986)-  41 49 45.     (N)    075 31 28.     (W)     SCALED    
 LY1767* NAVD 88     -       612.302  (meters)    2008.86   (feet)  ADJUSTED  
 LY1767  ___________________________________________________________________
 LY1767  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 LY1767  DYNAMIC HT  -         612.058 (meters)    2008.06  (feet)  COMP
 LY1767  MODELED GRAV-     980,202.5   (mgal)                       NAVD 88
 LY1767
 LY1767  VERT ORDER  -  SECOND    CLASS 0
 LY1767
 LY1767.The horizontal coordinates were scaled from a topographic map and have
 LY1767.an estimated accuracy of +/- 6 seconds.
 LY1767
 LY1767.The orthometric height was determined by differential leveling
 LY1767.and adjusted by the National Geodetic Survey in June 1991..
 LY1767
 LY1767.The geoid height was determined by GEOID03.
 LY1767
 LY1767.The dynamic height is computed by dividing the NAVD 88
 LY1767.geopotential number by the normal gravity value computed on the
 LY1767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1767.degrees latitude (g = 980.6199 gals.).
 LY1767
 LY1767.The modeled gravity was interpolated from observed gravity values.
 LY1767
 LY1767;                    North         East    Units  Estimated Accuracy
 LY1767;SPC PA N     -   187,010.      784,860.      MT  (+/- 180 meters Scaled)
 LY1767
 LY1767                          SUPERSEDED SURVEY CONTROL
 LY1767
 LY1767  NGVD 29 (??/??/92)  612.458  (m)         2009.37   (f) ADJ UNCH    2 0
 LY1767
 LY1767.Superseded values are not recommended for survey control.
 LY1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1767.See file dsdata.txt to determine how the superseded data were derived.
 LY1767
 LY1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM564309(NAD 83)
 LY1767_MARKER: DB = BENCH MARK DISK
 LY1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1767_STAMPING: C 54 1934
 LY1767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1767+STABILITY: SURFACE MOTION
 LY1767
 LY1767  HISTORY     - Date     Condition        Report By
 LY1767  HISTORY     - 1934     MONUMENTED       CGS
 LY1767
 LY1767                          STATION DESCRIPTION
 LY1767
 LY1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LY1767'AT ARARAT.
 LY1767'AT ARARAT, SUSQUEHANNA COUNTY, 28 FEET SOUTH OF THE DELAWARE
 LY1767'AND HUDSON RAILROAD STATION, 30 FEET WEST OF THE CENTERLINE OF
 LY1767'THE SOUTH-BOUND TRACK, AND ABOUT 4 FEET HIGHER THAN THE TOP OF
 LY1767'THE RAIL.  A STANDARD DISK, STAMPED C 54 1934 AND SET IN THE
 LY1767'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1156 ***********************************************************************
 MA1156  DESIGNATION -  C 55
 MA1156  PID         -  MA1156
 MA1156  STATE/COUNTY-  PA/CLARION
 MA1156  USGS QUAD   -  FRYBURG (1977)
 MA1156
 MA1156                         *CURRENT SURVEY CONTROL
 MA1156  ___________________________________________________________________
 MA1156* NAD 83(1986)-  41 21 13.     (N)    079 26 17.     (W)     SCALED    
 MA1156* NAVD 88     -       516.145  (meters)    1693.39   (feet)  ADJUSTED  
 MA1156  ___________________________________________________________________
 MA1156  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MA1156  DYNAMIC HT  -         515.907 (meters)    1692.60  (feet)  COMP
 MA1156  MODELED GRAV-     980,146.6   (mgal)                       NAVD 88
 MA1156
 MA1156  VERT ORDER  -  SECOND    CLASS 0
 MA1156
 MA1156.The horizontal coordinates were scaled from a topographic map and have
 MA1156.an estimated accuracy of +/- 6 seconds.
 MA1156
 MA1156.The orthometric height was determined by differential leveling
 MA1156.and adjusted by the National Geodetic Survey in June 1991..
 MA1156
 MA1156.The geoid height was determined by GEOID03.
 MA1156
 MA1156.The dynamic height is computed by dividing the NAVD 88
 MA1156.geopotential number by the normal gravity value computed on the
 MA1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1156.degrees latitude (g = 980.6199 gals.).
 MA1156
 MA1156.The modeled gravity was interpolated from observed gravity values.
 MA1156
 MA1156;                    North         East    Units  Estimated Accuracy
 MA1156;SPC PA N     -   133,190.      458,750.      MT  (+/- 180 meters Scaled)
 MA1156
 MA1156                          SUPERSEDED SURVEY CONTROL
 MA1156
 MA1156  NGVD 29 (??/??/92)  516.300  (m)         1693.89   (f) ADJ UNCH    2 0
 MA1156
 MA1156.Superseded values are not recommended for survey control.
 MA1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1156.See file dsdata.txt to determine how the superseded data were derived.
 MA1156
 MA1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF306791(NAD 83)
 MA1156_MARKER: DD = SURVEY DISK
 MA1156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1156_SP_SET: STONE WATER TABLE
 MA1156_STAMPING: PA C 55 1922
 MA1156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1156
 MA1156  HISTORY     - Date     Condition        Report By
 MA1156  HISTORY     - 1922     MONUMENTED       USGS
 MA1156  HISTORY     - 1935     GOOD             NGS
 MA1156
 MA1156                          STATION DESCRIPTION
 MA1156
 MA1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1156'AT FRYBURG.
 MA1156'AT FRYBURG, CLARION COUNTY, ON STATE HIGHWAY 66, 40 FEET WEST
 MA1156'OF THE CENTER OF THE JUNCTION OF STATE HIGHWAY 157, ABOUT 87
 MA1156'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE FRYBURG INN PORCH,
 MA1156'AT THE SOUTHEAST SIDE OF THE FIRST NATIONAL BANK BUILDING, 7
 MA1156'FEET NORTHEAST OF THE SOUTH CORNER, 4 FEET NORTHEAST OF THE
 MA1156'CENTER OF THE SOUTH ENTRANCE, IN THE TOP OF THE STONE WATER
 MA1156'TABLE, AND ABOUT 2 FEET ABOVE THE CONCRETE SIDEWALK.  A UNITED
 MA1156'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED PA C 55 1922.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1321 ***********************************************************************
 LY1321  DESIGNATION -  C 55
 LY1321  PID         -  LY1321
 LY1321  STATE/COUNTY-  PA/LUZERNE
 LY1321  USGS QUAD   -  PITTSTON (1994)
 LY1321
 LY1321                         *CURRENT SURVEY CONTROL
 LY1321  ___________________________________________________________________
 LY1321* NAD 83(1986)-  41 18 43.     (N)    075 50 38.     (W)     SCALED    
 LY1321* NAVD 88     -       168.329  (meters)     552.26   (feet)  ADJUSTED  
 LY1321  ___________________________________________________________________
 LY1321  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 LY1321  DYNAMIC HT  -         168.263 (meters)     552.04  (feet)  COMP
 LY1321  MODELED GRAV-     980,229.7   (mgal)                       NAVD 88
 LY1321
 LY1321  VERT ORDER  -  SECOND    CLASS 0
 LY1321
 LY1321.The horizontal coordinates were scaled from a topographic map and have
 LY1321.an estimated accuracy of +/- 6 seconds.
 LY1321
 LY1321.The orthometric height was determined by differential leveling
 LY1321.and adjusted by the National Geodetic Survey in June 1991..
 LY1321
 LY1321.The geoid height was determined by GEOID03.
 LY1321
 LY1321.The dynamic height is computed by dividing the NAVD 88
 LY1321.geopotential number by the normal gravity value computed on the
 LY1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1321.degrees latitude (g = 980.6199 gals.).
 LY1321
 LY1321.The modeled gravity was interpolated from observed gravity values.
 LY1321
 LY1321;                    North         East    Units  Estimated Accuracy
 LY1321;SPC PA N     -   128,940.      759,590.      MT  (+/- 180 meters Scaled)
 LY1321
 LY1321                          SUPERSEDED SURVEY CONTROL
 LY1321
 LY1321  NGVD 29 (??/??/92)  168.546  (m)          552.97   (f) ADJ UNCH    2 0
 LY1321
 LY1321.Superseded values are not recommended for survey control.
 LY1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1321.See file dsdata.txt to determine how the superseded data were derived.
 LY1321
 LY1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL293737(NAD 83)
 LY1321_MARKER: DB = BENCH MARK DISK
 LY1321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1321_SP_SET: FOUNDATION
 LY1321_STAMPING: C 55 1934
 LY1321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1321
 LY1321  HISTORY     - Date     Condition        Report By
 LY1321  HISTORY     - 1934     MONUMENTED       CGS
 LY1321  HISTORY     - 1959     GOOD             NGS
 LY1321
 LY1321                          STATION DESCRIPTION
 LY1321
 LY1321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LY1321'AT WYOMING.
 LY1321'AT WYOMING, LUZERNE COUNTY, ON THE ERIE-LACKAWANNA RAILROAD,
 LY1321'ABOUT 4,000 FEET EAST OF MILEPOST 147, 60 FEET SOUTH OF THE
 LY1321'CENTERLINE OF THE NORTH-BOUND TRACK, AT THE DELAWARE, LACKAWANNA
 LY1321'AND WESTERN COAL CO. STORAGE BASIN, IN THE FOUNDATION OF THE
 LY1321'LOADING SHED, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD
 LY1321'DISK, STAMPED C 55 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1159 ***********************************************************************
 MA1159  DESIGNATION -  C 56
 MA1159  PID         -  MA1159
 MA1159  STATE/COUNTY-  PA/CLARION
 MA1159  USGS QUAD   -  TIONESTA (1973)
 MA1159
 MA1159                         *CURRENT SURVEY CONTROL
 MA1159  ___________________________________________________________________
 MA1159* NAD 83(1986)-  41 22 43.     (N)    079 22 33.     (W)     SCALED    
 MA1159* NAVD 88     -       485.947  (meters)    1594.31   (feet)  ADJUSTED  
 MA1159  ___________________________________________________________________
 MA1159  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 MA1159  DYNAMIC HT  -         485.724 (meters)    1593.58  (feet)  COMP
 MA1159  MODELED GRAV-     980,148.3   (mgal)                       NAVD 88
 MA1159
 MA1159  VERT ORDER  -  SECOND    CLASS 0
 MA1159
 MA1159.The horizontal coordinates were scaled from a topographic map and have
 MA1159.an estimated accuracy of +/- 6 seconds.
 MA1159
 MA1159.The orthometric height was determined by differential leveling
 MA1159.and adjusted by the National Geodetic Survey in June 1991..
 MA1159
 MA1159.The geoid height was determined by GEOID03.
 MA1159
 MA1159.The dynamic height is computed by dividing the NAVD 88
 MA1159.geopotential number by the normal gravity value computed on the
 MA1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1159.degrees latitude (g = 980.6199 gals.).
 MA1159
 MA1159.The modeled gravity was interpolated from observed gravity values.
 MA1159
 MA1159;                    North         East    Units  Estimated Accuracy
 MA1159;SPC PA N     -   135,870.      464,010.      MT  (+/- 180 meters Scaled)
 MA1159
 MA1159                          SUPERSEDED SURVEY CONTROL
 MA1159
 MA1159  NGVD 29 (??/??/92)  486.100  (m)         1594.81   (f) ADJ UNCH    2 0
 MA1159
 MA1159.Superseded values are not recommended for survey control.
 MA1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1159.See file dsdata.txt to determine how the superseded data were derived.
 MA1159
 MA1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF358820(NAD 83)
 MA1159_MARKER: DD = SURVEY DISK
 MA1159_SETTING: 80 = SET IN A BOULDER
 MA1159_SP_SET: BOULDER
 MA1159_STAMPING: PA C 56 1922
 MA1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1159+STABILITY: SURFACE MOTION
 MA1159
 MA1159  HISTORY     - Date     Condition        Report By
 MA1159  HISTORY     - 1922     MONUMENTED       USGS
 MA1159  HISTORY     - 1935     GOOD             NGS
 MA1159
 MA1159                          STATION DESCRIPTION
 MA1159
 MA1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1159'AT LICKINGVILLE.
 MA1159'AT LICKINGVILLE, CLARION COUNTY, ON STATE HIGHWAY 66, ABOUT 270
 MA1159'FEET EAST OF A BRIDGE, ABOUT 120 FEET WEST OF THE JUNCTION OF
 MA1159'STATE HIGHWAY 36, AT STATION 5-98+31, 40 FEET SOUTH OF THE
 MA1159'CENTER LINE OF STATE HIGHWAY 66, 10 FEET EAST OF A 14-INCH WHITE
 MA1159'OAK TREE, 3 FEET SOUTH OF THE BARBED-WIRE FENCE, IN THE TOP
 MA1159'OF THE CENTER OF A 10- BY 12-FOOT FLAT-TOPPED SANDSTONE BOULDER,
 MA1159'ABOUT 2 FEET ABOVE GROUND, AND ABOUT LEVEL WITH THE ROADWAY.  A
 MA1159'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED PA C
 MA1159'56 1922.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1340 ***********************************************************************
 LY1340  DESIGNATION -  C 56
 LY1340  PID         -  LY1340
 LY1340  STATE/COUNTY-  PA/LACKAWANNA
 LY1340  USGS QUAD   -  SCRANTON (1994)
 LY1340
 LY1340                         *CURRENT SURVEY CONTROL
 LY1340  ___________________________________________________________________
 LY1340* NAD 83(1986)-  41 27 09.     (N)    075 37 52.     (W)     SCALED    
 LY1340* NAVD 88     -       224.472  (meters)     736.46   (feet)  ADJUSTED  
 LY1340  ___________________________________________________________________
 LY1340  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 LY1340  DYNAMIC HT  -         224.384 (meters)     736.17  (feet)  COMP
 LY1340  MODELED GRAV-     980,223.7   (mgal)                       NAVD 88
 LY1340
 LY1340  VERT ORDER  -  SECOND    CLASS 0
 LY1340
 LY1340.The horizontal coordinates were scaled from a topographic map and have
 LY1340.an estimated accuracy of +/- 6 seconds.
 LY1340
 LY1340.The orthometric height was determined by differential leveling
 LY1340.and adjusted by the National Geodetic Survey in June 1991..
 LY1340
 LY1340.The geoid height was determined by GEOID03.
 LY1340
 LY1340.The dynamic height is computed by dividing the NAVD 88
 LY1340.geopotential number by the normal gravity value computed on the
 LY1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1340.degrees latitude (g = 980.6199 gals.).
 LY1340
 LY1340.The modeled gravity was interpolated from observed gravity values.
 LY1340
 LY1340;                    North         East    Units  Estimated Accuracy
 LY1340;SPC PA N     -   144,960.      777,020.      MT  (+/- 180 meters Scaled)
 LY1340
 LY1340                          SUPERSEDED SURVEY CONTROL
 LY1340
 LY1340  NGVD 29 (??/??/92)  224.686  (m)          737.16   (f) ADJ UNCH    2 0
 LY1340
 LY1340.Superseded values are not recommended for survey control.
 LY1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1340.See file dsdata.txt to determine how the superseded data were derived.
 LY1340
 LY1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL472891(NAD 83)
 LY1340_MARKER: DB = BENCH MARK DISK
 LY1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1340_STAMPING: C 56 1934
 LY1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1340+STABILITY: SURFACE MOTION
 LY1340
 LY1340  HISTORY     - Date     Condition        Report By
 LY1340  HISTORY     - 1934     MONUMENTED       PAGS
 LY1340  HISTORY     - 1942     GOOD             NGS
 LY1340  HISTORY     - 19990701 MARK NOT FOUND   PADT
 LY1340
 LY1340                          STATION DESCRIPTION
 LY1340
 LY1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY1340'AT DICKSON CITY.
 LY1340'AT DICKSON CITY, LACKAWANNA COUNTY, 1,700 FEET WEST OF THE
 LY1340'DELAWARE AND HUDSON RAILROAD STATION, 600 FEET EAST OF MILEPOST
 LY1340'W 22, 150 FEET NORTH OF A 25-FOOT GIRDER UNDERPASS, 60 FEET
 LY1340'WEST OF THE NORTHWEST CORNER OF THE BLISS SILK THROWING CO.
 LY1340'BUILDING, AND 40 FEET WEST OF THE CENTERLINE OF BOWMAN STREET.
 LY1340'A COMMONWEALTH OF PENNSYLVANIA STANDARD DISK, STAMPED C 56 1934
 LY1340'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 LY1340'GROUND.
 LY1340
 LY1340                          STATION RECOVERY (1999)
 LY1340
 LY1340'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (JG)
 LY1340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2349 ***********************************************************************
 KW2349  DESIGNATION -  C 56 USGS
 KW2349  PID         -  KW2349
 KW2349  STATE/COUNTY-  PA/CENTRE
 KW2349  USGS QUAD   -  SPRING MILLS (1984)
 KW2349
 KW2349                         *CURRENT SURVEY CONTROL
 KW2349  ___________________________________________________________________
 KW2349* NAD 83(1986)-  40 50 47.     (N)    077 31 23.     (W)     SCALED    
 KW2349* NAVD 88     -       325.123  (meters)    1066.67   (feet)  ADJUSTED  
 KW2349  ___________________________________________________________________
 KW2349  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KW2349  DYNAMIC HT  -         324.964 (meters)    1066.15  (feet)  COMP
 KW2349  MODELED GRAV-     980,126.5   (mgal)                       NAVD 88
 KW2349
 KW2349  VERT ORDER  -  SECOND    CLASS 0
 KW2349
 KW2349.The horizontal coordinates were scaled from a topographic map and have
 KW2349.an estimated accuracy of +/- 6 seconds.
 KW2349
 KW2349.The orthometric height was determined by differential leveling
 KW2349.and adjusted by the National Geodetic Survey in June 1991..
 KW2349
 KW2349.The geoid height was determined by GEOID03.
 KW2349
 KW2349.The dynamic height is computed by dividing the NAVD 88
 KW2349.geopotential number by the normal gravity value computed on the
 KW2349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2349.degrees latitude (g = 980.6199 gals.).
 KW2349
 KW2349.The modeled gravity was interpolated from observed gravity values.
 KW2349
 KW2349;                    North         East    Units  Estimated Accuracy
 KW2349;SPC PA N     -    75,510.      619,140.      MT  (+/- 180 meters Scaled)
 KW2349
 KW2349                          SUPERSEDED SURVEY CONTROL
 KW2349
 KW2349  NGVD 29 (??/??/??)  325.330  (m)         1067.35   (f) ADJUSTED    2 0
 KW2349
 KW2349.Superseded values are not recommended for survey control.
 KW2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2349.See file dsdata.txt to determine how the superseded data were derived.
 KW2349
 KW2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL873247(NAD 83)
 KW2349_MARKER: DD = SURVEY DISK
 KW2349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2349_SP_SET: CULVERT
 KW2349_STAMPING: C 56 1924
 KW2349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2349
 KW2349  HISTORY     - Date     Condition        Report By
 KW2349  HISTORY     - 1924     MONUMENTED       USGS
 KW2349  HISTORY     - 1934     GOOD             CGS
 KW2349
 KW2349                          STATION DESCRIPTION
 KW2349
 KW2349'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW2349'3.4 MI SE FROM RISING SPRINGS.
 KW2349'ABOUT 3.4 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW2349'RISING SPRINGS, CENTRE COUNTY, ABOUT 1,160 FEET EAST OF MILEPOST
 KW2349'40, 45 FEET WEST OF A WATER COLUMN, AT A LARGE TILE CULVERT, IN
 KW2349'THE LOWER STEP OF THE WEST HEAD WALL, 8 FEET NORTH OF THE NORTH RAIL,
 KW2349'AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.  A UNITED
 KW2349'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED C 56 1924.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1163 ***********************************************************************
 MA1163  DESIGNATION -  C 57
 MA1163  PID         -  MA1163
 MA1163  STATE/COUNTY-  PA/CLARION
 MA1163  USGS QUAD   -  TYLERSBURG (1977)
 MA1163
 MA1163                         *CURRENT SURVEY CONTROL
 MA1163  ___________________________________________________________________
 MA1163* NAD 83(1986)-  41 25 42.     (N)    079 22 04.     (W)     SCALED    
 MA1163* NAVD 88     -       482.503  (meters)    1583.01   (feet)  ADJUSTED  
 MA1163  ___________________________________________________________________
 MA1163  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 MA1163  DYNAMIC HT  -         482.283 (meters)    1582.29  (feet)  COMP
 MA1163  MODELED GRAV-     980,151.1   (mgal)                       NAVD 88
 MA1163
 MA1163  VERT ORDER  -  SECOND    CLASS 0
 MA1163
 MA1163.The horizontal coordinates were scaled from a topographic map and have
 MA1163.an estimated accuracy of +/- 6 seconds.
 MA1163
 MA1163.The orthometric height was determined by differential leveling
 MA1163.and adjusted by the National Geodetic Survey in June 1991..
 MA1163
 MA1163.The geoid height was determined by GEOID03.
 MA1163
 MA1163.The dynamic height is computed by dividing the NAVD 88
 MA1163.geopotential number by the normal gravity value computed on the
 MA1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1163.degrees latitude (g = 980.6199 gals.).
 MA1163
 MA1163.The modeled gravity was interpolated from observed gravity values.
 MA1163
 MA1163;                    North         East    Units  Estimated Accuracy
 MA1163;SPC PA N     -   141,380.      464,790.      MT  (+/- 180 meters Scaled)
 MA1163
 MA1163                          SUPERSEDED SURVEY CONTROL
 MA1163
 MA1163  NGVD 29 (??/??/92)  482.657  (m)         1583.52   (f) ADJ UNCH    2 0
 MA1163
 MA1163.Superseded values are not recommended for survey control.
 MA1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1163.See file dsdata.txt to determine how the superseded data were derived.
 MA1163
 MA1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF363875(NAD 83)
 MA1163_MARKER: DD = SURVEY DISK
 MA1163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1163_SP_SET: BUILDING
 MA1163_STAMPING: PA C 57 1922
 MA1163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1163
 MA1163  HISTORY     - Date     Condition        Report By
 MA1163  HISTORY     - 1922     MONUMENTED       USGS
 MA1163  HISTORY     - 1935     GOOD             NGS
 MA1163
 MA1163                          STATION DESCRIPTION
 MA1163
 MA1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1163'AT NEWMANSVILLE.
 MA1163'AT NEWMANSVILLE, CLARION COUNTY, ON STATE HIGHWAY 66, AT THE
 MA1163'2-STORY FRAME POST OFFICE AND STORE BUILDING, IN THE TOP OF THE
 MA1163'CONCRETE ENTRANCE PORCH, 30 FEET NORTHEAST OF THE CENTER OF A
 MA1163'DIRT-ROAD CROSSING, ABOUT 52 FEET EAST OF THE CENTER LINE OF
 MA1163'THE HIGHWAY, ABOUT 2 FEET ABOVE GROUND, AND ABOUT 1 FOOT HIGHER
 MA1163'THAN THE ROADWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 MA1163'DISK, STAMPED PA C 57 1922.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1355 ***********************************************************************
 LY1355  DESIGNATION -  C 57
 LY1355  PID         -  LY1355
 LY1355  STATE/COUNTY-  PA/LUZERNE
 LY1355  USGS QUAD   -  KINGSTON (1983)
 LY1355
 LY1355                         *CURRENT SURVEY CONTROL
 LY1355  ___________________________________________________________________
 LY1355* NAD 83(1986)-  41 18 11.     (N)    075 55 45.     (W)     SCALED    
 LY1355* NAVD 88     -       270.884  (meters)     888.73   (feet)  ADJUSTED  
 LY1355  ___________________________________________________________________
 LY1355  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 LY1355  DYNAMIC HT  -         270.772 (meters)     888.36  (feet)  COMP
 LY1355  MODELED GRAV-     980,202.3   (mgal)                       NAVD 88
 LY1355
 LY1355  VERT ORDER  -  SECOND    CLASS 0
 LY1355
 LY1355.The horizontal coordinates were scaled from a topographic map and have
 LY1355.an estimated accuracy of +/- 6 seconds.
 LY1355
 LY1355.The orthometric height was determined by differential leveling
 LY1355.and adjusted by the National Geodetic Survey in June 1991..
 LY1355
 LY1355.The geoid height was determined by GEOID03.
 LY1355
 LY1355.The dynamic height is computed by dividing the NAVD 88
 LY1355.geopotential number by the normal gravity value computed on the
 LY1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1355.degrees latitude (g = 980.6199 gals.).
 LY1355
 LY1355.The modeled gravity was interpolated from observed gravity values.
 LY1355
 LY1355;                    North         East    Units  Estimated Accuracy
 LY1355;SPC PA N     -   127,800.      752,480.      MT  (+/- 180 meters Scaled)
 LY1355
 LY1355                          SUPERSEDED SURVEY CONTROL
 LY1355
 LY1355  NGVD 29 (??/??/92)  271.091  (m)          889.40   (f) ADJ UNCH    2 0
 LY1355
 LY1355.Superseded values are not recommended for survey control.
 LY1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1355.See file dsdata.txt to determine how the superseded data were derived.
 LY1355
 LY1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL222728(NAD 83)
 LY1355_MARKER: DB = BENCH MARK DISK
 LY1355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1355_SP_SET: ABUTMENT
 LY1355_STAMPING: C 57 1934
 LY1355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1355
 LY1355  HISTORY     - Date     Condition        Report By
 LY1355  HISTORY     - 1934     MONUMENTED       CGS
 LY1355
 LY1355                          STATION DESCRIPTION
 LY1355
 LY1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LY1355'AT TRUCKSVILLE.
 LY1355'AT TRUCKSVILLE, ON THE LEHIGH VALLEY RAILROAD, 900 FEET SOUTH
 LY1355'OF MILEPOST 184, AT A 240-FOOT SINGLE TRACK TIMBER TRESTLE
 LY1355'OVER A SMALL STREAM AND A MACADAM HIGHWAY, IN THE WEST END OF
 LY1355'THE NORTH ABUTMENT, 6 FEET WEST OF THE CENTER LINE OF THE TRACK,
 LY1355'AND 3.5 FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1135 ***********************************************************************
 LY1135  DESIGNATION -  C 58
 LY1135  PID         -  LY1135
 LY1135  STATE/COUNTY-  PA/MONROE
 LY1135  USGS QUAD   -  EAST STROUDSBURG (1993)
 LY1135
 LY1135                         *CURRENT SURVEY CONTROL
 LY1135  ___________________________________________________________________
 LY1135* NAD 83(1986)-  41 02 34.     (N)    075 12 54.     (W)     SCALED    
 LY1135* NAVD 88     -       154.031  (meters)     505.35   (feet)  ADJUSTED  
 LY1135  ___________________________________________________________________
 LY1135  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 LY1135  DYNAMIC HT  -         153.961 (meters)     505.12  (feet)  COMP
 LY1135  MODELED GRAV-     980,167.9   (mgal)                       NAVD 88
 LY1135
 LY1135  VERT ORDER  -  SECOND    CLASS 0
 LY1135
 LY1135.The horizontal coordinates were scaled from a topographic map and have
 LY1135.an estimated accuracy of +/- 6 seconds.
 LY1135
 LY1135.The orthometric height was determined by differential leveling
 LY1135.and adjusted by the National Geodetic Survey in June 1991..
 LY1135
 LY1135.The geoid height was determined by GEOID03.
 LY1135
 LY1135.The dynamic height is computed by dividing the NAVD 88
 LY1135.geopotential number by the normal gravity value computed on the
 LY1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1135.degrees latitude (g = 980.6199 gals.).
 LY1135
 LY1135.The modeled gravity was interpolated from observed gravity values.
 LY1135
 LY1135;                    North         East    Units  Estimated Accuracy
 LY1135;SPC PA N     -   100,410.      813,110.      MT  (+/- 180 meters Scaled)
 LY1135
 LY1135                          SUPERSEDED SURVEY CONTROL
 LY1135
 LY1135  NGVD 29 (??/??/92)  154.198  (m)          505.90   (f) ADJ UNCH    2 0
 LY1135
 LY1135.Superseded values are not recommended for survey control.
 LY1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1135.See file dsdata.txt to determine how the superseded data were derived.
 LY1135
 LY1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL819435(NAD 83)
 LY1135_MARKER: DD = SURVEY DISK
 LY1135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1135_SP_SET: CULVERT
 LY1135_STAMPING: C 58 PA 1921
 LY1135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1135
 LY1135  HISTORY     - Date     Condition        Report By
 LY1135  HISTORY     - 1921     MONUMENTED       USGS
 LY1135  HISTORY     - 1956     GOOD             NGS
 LY1135  HISTORY     - 20030505 MARK NOT FOUND   PADT
 LY1135
 LY1135                          STATION DESCRIPTION
 LY1135
 LY1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LY1135'3.7 MI N FROM STROUDSBURG.
 LY1135'3.7 MILES NORTH ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 LY1135'RAILROAD FROM THE STATION AT STROUDSBURG, (THIS STATION ALSO
 LY1135'SERVES EAST STROUDSBURG), 0.15 MILE NORTH OF MILEPOST NO. 85,
 LY1135'ON TOP AND AT THE SOUTH END OF THE WEST HEAD WALL OF A 4-BY-4-FOOT
 LY1135'CONCRETE BOX CULVERT UNDER THE TRACKS, 20.7 FEET WEST OF THE
 LY1135'WEST RAIL, 1.8 FEET NORTH OF THE SOUTH END OF THE HEAD WALL
 LY1135'AND 1-FOOT BELOW THE LEVEL OF THE TRACK.
 LY1135
 LY1135                          STATION RECOVERY (2003)
 LY1135
 LY1135'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (PJN)
 LY1135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1714 ***********************************************************************
 LY1714  DESIGNATION -  C 58
 LY1714  PID         -  LY1714
 LY1714  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1714  USGS QUAD   -  SPRINGVILLE (1969)
 LY1714
 LY1714                         *CURRENT SURVEY CONTROL
 LY1714  ___________________________________________________________________
 LY1714* NAD 83(1986)-  41 39 56.     (N)    075 55 08.     (W)     SCALED    
 LY1714* NAVD 88     -       316.248  (meters)    1037.56   (feet)  ADJUSTED  
 LY1714  ___________________________________________________________________
 LY1714  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 LY1714  DYNAMIC HT  -         316.126 (meters)    1037.16  (feet)  COMP
 LY1714  MODELED GRAV-     980,228.2   (mgal)                       NAVD 88
 LY1714
 LY1714  VERT ORDER  -  SECOND    CLASS 0
 LY1714
 LY1714.The horizontal coordinates were scaled from a topographic map and have
 LY1714.an estimated accuracy of +/- 6 seconds.
 LY1714
 LY1714.The orthometric height was determined by differential leveling
 LY1714.and adjusted by the National Geodetic Survey in June 1991..
 LY1714
 LY1714.The geoid height was determined by GEOID03.
 LY1714
 LY1714.The dynamic height is computed by dividing the NAVD 88
 LY1714.geopotential number by the normal gravity value computed on the
 LY1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1714.degrees latitude (g = 980.6199 gals.).
 LY1714
 LY1714.The modeled gravity was interpolated from observed gravity values.
 LY1714
 LY1714;                    North         East    Units  Estimated Accuracy
 LY1714;SPC PA N     -   168,070.      752,480.      MT  (+/- 180 meters Scaled)
 LY1714
 LY1714                          SUPERSEDED SURVEY CONTROL
 LY1714
 LY1714  NGVD 29 (??/??/92)  316.441  (m)         1038.19   (f) ADJ UNCH    2 0
 LY1714
 LY1714.Superseded values are not recommended for survey control.
 LY1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1714.See file dsdata.txt to determine how the superseded data were derived.
 LY1714
 LY1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM235130(NAD 83)
 LY1714_MARKER: DB = BENCH MARK DISK
 LY1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1714_STAMPING: C 58 1934
 LY1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1714+STABILITY: SURFACE MOTION
 LY1714
 LY1714  HISTORY     - Date     Condition        Report By
 LY1714  HISTORY     - 1934     MONUMENTED       CGS
 LY1714
 LY1714                          STATION DESCRIPTION
 LY1714
 LY1714'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LY1714'AT LYNN.
 LY1714'AT LYNN, SUSQUEHANNA COUNTY, ON THE LEHIGH VALLEY RAILROAD, 440
 LY1714'FEET NORTH OF THE STATION, ABOUT 1400 FEET SOUTH OF MILEPOST
 LY1714'219, AT A SECONDARY-ROAD CROSSING, 22 FEET EAST OF THE CENTERLINE
 LY1714'OF THE TRACK, AND 12 FEET NORTHEAST OF THE CENTERLINE OF THE
 LY1714'ROAD.  A STANDARD DISK, STAMPED C 58 1934 AND SET IN THE TOP
 LY1714'OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0728 ***********************************************************************
 KW0728  DESIGNATION -  C 6
 KW0728  PID         -  KW0728
 KW0728  STATE/COUNTY-  PA/LANCASTER
 KW0728  USGS QUAD   -  COLUMBIA EAST (1995)
 KW0728
 KW0728                         *CURRENT SURVEY CONTROL
 KW0728  ___________________________________________________________________
 KW0728* NAD 83(1986)-  40 02 12.     (N)    076 27 14.     (W)     SCALED    
 KW0728* NAVD 88     -       115.650  (meters)     379.43   (feet)  ADJUSTED  
 KW0728  ___________________________________________________________________
 KW0728  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KW0728  DYNAMIC HT  -         115.590 (meters)     379.23  (feet)  COMP
 KW0728  MODELED GRAV-     980,105.5   (mgal)                       NAVD 88
 KW0728
 KW0728  VERT ORDER  -  FIRST     CLASS II
 KW0728
 KW0728.The horizontal coordinates were scaled from a topographic map and have
 KW0728.an estimated accuracy of +/- 6 seconds.
 KW0728
 KW0728.The orthometric height was determined by differential leveling
 KW0728.and adjusted by the National Geodetic Survey in June 1991..
 KW0728
 KW0728.The geoid height was determined by GEOID03.
 KW0728
 KW0728.The dynamic height is computed by dividing the NAVD 88
 KW0728.geopotential number by the normal gravity value computed on the
 KW0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0728.degrees latitude (g = 980.6199 gals.).
 KW0728
 KW0728.The modeled gravity was interpolated from observed gravity values.
 KW0728
 KW0728;                    North         East    Units  Estimated Accuracy
 KW0728;SPC PA S     -    78,910.      710,620.      MT  (+/- 180 meters Scaled)
 KW0728
 KW0728                          SUPERSEDED SURVEY CONTROL
 KW0728
 KW0728  NGVD 29 (??/??/??)  115.900  (m)          380.25   (f) ADJUSTED    1 2
 KW0728
 KW0728.Superseded values are not recommended for survey control.
 KW0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0728.See file dsdata.txt to determine how the superseded data were derived.
 KW0728
 KW0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK759328(NAD 83)
 KW0728_MARKER: DB = BENCH MARK DISK
 KW0728_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0728_SP_SET: CULVERT
 KW0728_STAMPING: C 6 1955
 KW0728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0728
 KW0728  HISTORY     - Date     Condition        Report By
 KW0728  HISTORY     - 1955     MONUMENTED       CGS
 KW0728  HISTORY     - 1966     GOOD             CGS
 KW0728  HISTORY     - 20040725 MARK NOT FOUND   GEOCAC
 KW0728
 KW0728                          STATION DESCRIPTION
 KW0728
 KW0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KW0728'3 MI E FROM COLUMBIA.
 KW0728'ABOUT 2.95 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE JUNCTION
 KW0728'OF STATE HIGHWAYS 241 AND 441 AT COLUMBIA, ABOUT 160 YARDS EAST
 KW0728'OF INTERSECTION OF A NORTH-SOUTH BLACK TOP ROAD (NORTH TO
 KW0728'IRONVILLE - 1 MILE), ABOUT 1.6 MILES WEST ALONG HIGHWAY 30 FROM
 KW0728'ITS OVERPASS OVER THE PENNSYLVANIA RAILROAD AT MOUNTVILLE, 34 1/2
 KW0728'FEET NORTH OF CENTER LINE OF HIGHWAY, 10 1/2 FEET WEST OF TELEPHONE
 KW0728'CABLE POLE NO. 71, IN THE TOP OF THE EAST END OF NORTH CONCRETE
 KW0728'HEAD WALL OF A 36-INCH PIPE CULVERT UNDER HIGHWAY AND ABOUT 5
 KW0728'FEET BELOW LEVEL OF TRACK.
 KW0728
 KW0728                          STATION RECOVERY (1966)
 KW0728
 KW0728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KW0728'RECOVERED IN GOOD CONDITION.
 KW0728
 KW0728                          STATION RECOVERY (2004)
 KW0728
 KW0728'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0728'ROAD WAS WIDENED AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2608 ***********************************************************************
 KV2608  DESIGNATION -  C 6 USGS
 KV2608  PID         -  KV2608
 KV2608  STATE/COUNTY-  PA/LEHIGH
 KV2608  USGS QUAD   -  CEMENTON (1992)
 KV2608
 KV2608                         *CURRENT SURVEY CONTROL
 KV2608  ___________________________________________________________________
 KV2608* NAD 83(1986)-  40 37 58.     (N)    075 36 06.     (W)     SCALED    
 KV2608* NAVD 88     -       110.491  (meters)     362.50   (feet)  ADJUSTED  
 KV2608  ___________________________________________________________________
 KV2608  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 KV2608  DYNAMIC HT  -         110.437 (meters)     362.33  (feet)  COMP
 KV2608  MODELED GRAV-     980,136.1   (mgal)                       NAVD 88
 KV2608
 KV2608  VERT ORDER  -  SECOND    CLASS 0
 KV2608
 KV2608.The horizontal coordinates were scaled from a topographic map and have
 KV2608.an estimated accuracy of +/- 6 seconds.
 KV2608
 KV2608.The orthometric height was determined by differential leveling
 KV2608.and adjusted by the National Geodetic Survey in June 1991..
 KV2608
 KV2608.The geoid height was determined by GEOID03.
 KV2608
 KV2608.The dynamic height is computed by dividing the NAVD 88
 KV2608.geopotential number by the normal gravity value computed on the
 KV2608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2608.degrees latitude (g = 980.6199 gals.).
 KV2608
 KV2608.The modeled gravity was interpolated from observed gravity values.
 KV2608
 KV2608;                    North         East    Units  Estimated Accuracy
 KV2608;SPC PA S     -   146,500.      781,730.      MT  (+/- 180 meters Scaled)
 KV2608
 KV2608                          SUPERSEDED SURVEY CONTROL
 KV2608
 KV2608  NGVD 29 (??/??/??)  110.700  (m)          363.19   (f) ADJUSTED    2 0
 KV2608
 KV2608.Superseded values are not recommended for survey control.
 KV2608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2608.See file dsdata.txt to determine how the superseded data were derived.
 KV2608
 KV2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK491981(NAD 83)
 KV2608_MARKER: DD = SURVEY DISK
 KV2608_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2608_SP_SET: BRIDGE
 KV2608_STAMPING: C 6 363 1936
 KV2608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2608
 KV2608  HISTORY     - Date     Condition        Report By
 KV2608  HISTORY     - 1936     MONUMENTED       USGS
 KV2608  HISTORY     - 1942     GOOD             CGS
 KV2608  HISTORY     - 1967     GOOD             CGS
 KV2608  HISTORY     - 20030102 GOOD             USPSQD
 KV2608
 KV2608                          STATION DESCRIPTION
 KV2608
 KV2608'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2608'1 MI W FROM SIEGERSVILLE.
 KV2608'1.0 MILE WEST ALONG THE COUNTY ROAD FROM THE POST OFFICE AT
 KV2608'SIEGERSVILLE, SET IN THE SOUTHWEST WINGWALL AT THE SOUTHEAST
 KV2608'END OF THE LARGE STEEL BRIDGE OVER THE JORDAN CREEK AT THE OLD
 KV2608'MILL, 21.5 FEET SOUTHWEST OF THE CENTER-LINE OF THE ROAD, 8.8
 KV2608'FEET NORTH OF THE SOUTH END OF THE WINGWALL, 6.5 FEET SOUTH OF
 KV2608'THE SOUTHWEST GUARD RAIL POST AT THE SOUTHEAST END OF THE BRIDGE.
 KV2608'A STANDARD U.S. GEOLOGICAL SURVEY BRONZE DISK.
 KV2608
 KV2608                          STATION RECOVERY (1967)
 KV2608
 KV2608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KV2608'RECOVERED IN GOOD CONDITION.
 KV2608
 KV2608                          STATION RECOVERY (2003)
 KV2608
 KV2608'RECOVERY NOTE BY US POWER SQUADRON 2003 (DEE)
 KV2608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1430 ***********************************************************************
 MA1430  DESIGNATION -  C 60
 MA1430  PID         -  MA1430
 MA1430  STATE/COUNTY-  PA/CLARION
 MA1430  USGS QUAD   -  CRANBERRY (1977)
 MA1430
 MA1430                         *CURRENT SURVEY CONTROL
 MA1430  ___________________________________________________________________
 MA1430* NAD 83(1986)-  41 18 54.     (N)    079 38 55.     (W)     SCALED    
 MA1430* NAVD 88     -       384.680  (meters)    1262.07   (feet)  ADJUSTED  
 MA1430  ___________________________________________________________________
 MA1430  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 MA1430  DYNAMIC HT  -         384.501 (meters)    1261.48  (feet)  COMP
 MA1430  MODELED GRAV-     980,146.8   (mgal)                       NAVD 88
 MA1430
 MA1430  VERT ORDER  -  SECOND    CLASS 0
 MA1430
 MA1430.The horizontal coordinates were scaled from a topographic map and have
 MA1430.an estimated accuracy of +/- 6 seconds.
 MA1430
 MA1430.The orthometric height was determined by differential leveling
 MA1430.and adjusted by the National Geodetic Survey in June 1991..
 MA1430.WARNING-Repeat measurements at this control monument indicate possible
 MA1430.vertical movement.
 MA1430
 MA1430.The geoid height was determined by GEOID03.
 MA1430
 MA1430.The dynamic height is computed by dividing the NAVD 88
 MA1430.geopotential number by the normal gravity value computed on the
 MA1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1430.degrees latitude (g = 980.6199 gals.).
 MA1430
 MA1430.The modeled gravity was interpolated from observed gravity values.
 MA1430
 MA1430;                    North         East    Units  Estimated Accuracy
 MA1430;SPC PA N     -   129,270.      441,040.      MT  (+/- 180 meters Scaled)
 MA1430
 MA1430                          SUPERSEDED SURVEY CONTROL
 MA1430
 MA1430  NGVD 29 (??/??/92)  384.835  (m)         1262.58   (f) ADJ UNCH    2 0
 MA1430
 MA1430.Superseded values are not recommended for survey control.
 MA1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1430.See file dsdata.txt to determine how the superseded data were derived.
 MA1430
 MA1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF131746(NAD 83)
 MA1430_MARKER: DD = SURVEY DISK
 MA1430_SETTING: 66 = SET IN ROCK OUTCROP
 MA1430_SP_SET: ROCK LEDGE
 MA1430_STAMPING: C 60 1922 PA
 MA1430_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA1430+STABILITY: POSITION/ELEVATION WELL
 MA1430
 MA1430  HISTORY     - Date     Condition        Report By
 MA1430  HISTORY     - 1922     MONUMENTED       USGS
 MA1430  HISTORY     - 1967     GOOD             NGS
 MA1430
 MA1430                          STATION DESCRIPTION
 MA1430
 MA1430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1430'AT VAN.
 MA1430'AT VAN, VENANGO COUNTY, ABOUT 150 FEET WEST OF THE NEW YORK
 MA1430'CENTRAL RAILROAD STATION, ABOUT 240 FEET EAST OF THE CENTER OF
 MA1430'THE CROSSING OF U.S. HIGHWAY 322, ABOUT 90 FEET NORTH OF THE
 MA1430'CENTER LINE OF THE HIGHWAY, ABOUT 70 FEET SOUTH OF THE CENTER
 MA1430'LINE OF THE TRACK, 15 FEET NORTH OF THE CENTER OF A DIRT ROAD
 MA1430'LEADING TO THE STATION, IN THE TOP OF A ROCK LEDGE, AND ABOUT
 MA1430'4 FEET HIGHER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 MA1430'STANDARD DISK, STAMPED C 60 1922 PA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1063 ***********************************************************************
 LY1063  DESIGNATION -  C 60
 LY1063  PID         -  LY1063
 LY1063  STATE/COUNTY-  PA/WAYNE
 LY1063  USGS QUAD   -  HONESDALE (1980)
 LY1063
 LY1063                         *CURRENT SURVEY CONTROL
 LY1063  ___________________________________________________________________
 LY1063* NAD 83(1986)-  41 34 31.     (N)    075 16 04.     (W)     SCALED    
 LY1063* NAVD 88     -       302.314  (meters)     991.84   (feet)  ADJUSTED  
 LY1063  ___________________________________________________________________
 LY1063  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 LY1063  DYNAMIC HT  -         302.196 (meters)     991.45  (feet)  COMP
 LY1063  MODELED GRAV-     980,223.6   (mgal)                       NAVD 88
 LY1063
 LY1063  VERT ORDER  -  SECOND    CLASS 0
 LY1063
 LY1063.The horizontal coordinates were scaled from a topographic map and have
 LY1063.an estimated accuracy of +/- 6 seconds.
 LY1063
 LY1063.The orthometric height was determined by differential leveling
 LY1063.and adjusted by the National Geodetic Survey in June 1991..
 LY1063
 LY1063.The geoid height was determined by GEOID03.
 LY1063
 LY1063.The dynamic height is computed by dividing the NAVD 88
 LY1063.geopotential number by the normal gravity value computed on the
 LY1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1063.degrees latitude (g = 980.6199 gals.).
 LY1063
 LY1063.The modeled gravity was interpolated from observed gravity values.
 LY1063
 LY1063;                    North         East    Units  Estimated Accuracy
 LY1063;SPC PA N     -   159,400.      806,980.      MT  (+/- 180 meters Scaled)
 LY1063
 LY1063                          SUPERSEDED SURVEY CONTROL
 LY1063
 LY1063  NGVD 29 (??/??/92)  302.506  (m)          992.47   (f) ADJ UNCH    2 0
 LY1063
 LY1063.Superseded values are not recommended for survey control.
 LY1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1063.See file dsdata.txt to determine how the superseded data were derived.
 LY1063
 LY1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM776026(NAD 83)
 LY1063_MARKER: DB = BENCH MARK DISK
 LY1063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1063_SP_SET: CULVERT
 LY1063_STAMPING: C 60 1934
 LY1063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1063
 LY1063  HISTORY     - Date     Condition        Report By
 LY1063  HISTORY     - 1934     MONUMENTED       CGS
 LY1063  HISTORY     - 1951     GOOD             NGS
 LY1063  HISTORY     - 1988     GOOD             USPSQD
 LY1063  HISTORY     - 1989     GOOD             USPSQD
 LY1063
 LY1063                          STATION DESCRIPTION
 LY1063
 LY1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LY1063'0.6 MI W FROM HONESDALE.
 LY1063'0.8 MILE SOUTHWEST ALONG U.S. HIGHWAY 6 FROM HONESDALE, WAYNE
 LY1063'COUNTY, ABOUT 95 FEET NORTHWEST OF THE INTERSECTION WITH MAPLE
 LY1063'AVENUE, AT HIGHWAY STATION 5/96-25, IN THE WEST END OF THE NORTH
 LY1063'CONCRETE HEAD WALL OF A 24-INCH CULVERT, 15 FEET NORTH OF THE
 LY1063'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 LY1063'A STANDARD DISK, STAMPED C 60 1934.  NOTE-- THE MARK IS NOW AT
 LY1063'THE BOTTOM OF A CYLINDRICAL HOLE LEFT IN NEW CONCRETE PLACED ON
 LY1063'THE OLD HEADWALL.  0.6 MILE WESTWARD ALONG U.S. HIGHWAYS 6 AND
 LY1063'106 FROM THE JUNCTION OF STATE HIGHWAY 90.
 LY1063
 LY1063                          STATION RECOVERY (1988)
 LY1063
 LY1063'RECOVERY NOTE BY US POWER SQUADRON 1988 (LRF)
 LY1063'RECOVERED IN GOOD CONDITION.
 LY1063
 LY1063                          STATION RECOVERY (1989)
 LY1063
 LY1063'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 LY1063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0864 ***********************************************************************
 JU0864  DESIGNATION -  C 60
 JU0864  PID         -  JU0864
 JU0864  STATE/COUNTY-  PA/PHILADELPHIA
 JU0864  USGS QUAD   -  PHILADELPHIA (1994)
 JU0864
 JU0864                         *CURRENT SURVEY CONTROL
 JU0864  ___________________________________________________________________
 JU0864* NAD 83(1986)-  39 54 03.     (N)    075 09 09.     (W)     SCALED    
 JU0864* NAVD 88     -         2.943  (meters)       9.66   (feet)  ADJUSTED  
 JU0864  ___________________________________________________________________
 JU0864  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JU0864  DYNAMIC HT  -           2.942 (meters)       9.65  (feet)  COMP
 JU0864  MODELED GRAV-     980,183.7   (mgal)                       NAVD 88
 JU0864
 JU0864  VERT ORDER  -  SECOND    CLASS 0
 JU0864
 JU0864.The horizontal coordinates were scaled from a topographic map and have
 JU0864.an estimated accuracy of +/- 6 seconds.
 JU0864
 JU0864.The orthometric height was determined by differential leveling
 JU0864.and adjusted by the National Geodetic Survey in June 1991..
 JU0864
 JU0864.The geoid height was determined by GEOID03.
 JU0864
 JU0864.The dynamic height is computed by dividing the NAVD 88
 JU0864.geopotential number by the normal gravity value computed on the
 JU0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0864.degrees latitude (g = 980.6199 gals.).
 JU0864
 JU0864.The modeled gravity was interpolated from observed gravity values.
 JU0864
 JU0864;                    North         East    Units  Estimated Accuracy
 JU0864;SPC PA S     -    66,280.      822,100.      MT  (+/- 180 meters Scaled)
 JU0864
 JU0864                          SUPERSEDED SURVEY CONTROL
 JU0864
 JU0864  NGVD 29 (??/??/??)    3.291  (m)           10.80   (f) ADJUSTED    2 0
 JU0864
 JU0864.Superseded values are not recommended for survey control.
 JU0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0864.See file dsdata.txt to determine how the superseded data were derived.
 JU0864
 JU0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK869167(NAD 83)
 JU0864_MARKER: DR = REFERENCE MARK DISK
 JU0864_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0864_SP_SET: CULVERT
 JU0864_STAMPING: PATTISON NO 1 1961
 JU0864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0864
 JU0864  HISTORY     - Date     Condition        Report By
 JU0864  HISTORY     - 1933     MONUMENTED       CGS
 JU0864  HISTORY     - 19981031 MARK NOT FOUND   USPSQD
 JU0864
 JU0864                          STATION DESCRIPTION
 JU0864
 JU0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JU0864'AT PHILADELPHIA.
 JU0864'LOCATED IN THE SOUTH EAST SECTION OF THE CITY ABOUT 1.2 MILE EAST
 JU0864'OF THE PHILADELPHIA STADIUM, ABOUT 1.1 MILE EAST ALONG PATTISON
 JU0864'AVE. FROM THE NAVAL HOSPITAL TO A STREET CROSSING THENCE 0.1 MILE
 JU0864'SOUTH TO THE LAST LIGHT POLE ON THE WEST SIDE OF THE STREET,
 JU0864'ABOUT 50 FEET NORTH WEST OF THE LIGHT POLE, 47 FEET NORTH-NORTH
 JU0864'EAST OF THE STATION, STANDARD REFERENCE MARK DISK DRILLED IN
 JU0864'HORIZONTAL IN THE NORTH EAST CORNER OF BOX CULVERT ABOUT FLUSH
 JU0864'WITH THE GROUND, STAMPED PATTISON NO. 1 1961
 JU0864
 JU0864                          STATION RECOVERY (1998)
 JU0864
 JU0864'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU0864'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2369 ***********************************************************************
 KW2369  DESIGNATION -  C 60 USGS RESET 1941
 KW2369  PID         -  KW2369
 KW2369  STATE/COUNTY-  PA/MIFFLIN
 KW2369  USGS QUAD   -  SPRING MILLS (1984)
 KW2369
 KW2369                         *CURRENT SURVEY CONTROL
 KW2369  ___________________________________________________________________
 KW2369* NAD 83(1986)-  40 45 07.     (N)    077 37 22.     (W)     SCALED    
 KW2369* NAVD 88     -       556.021  (meters)    1824.21   (feet)  ADJUSTED  
 KW2369  ___________________________________________________________________
 KW2369  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KW2369  DYNAMIC HT  -         555.729 (meters)    1823.25  (feet)  COMP
 KW2369  MODELED GRAV-     980,082.3   (mgal)                       NAVD 88
 KW2369
 KW2369  VERT ORDER  -  SECOND    CLASS 0
 KW2369
 KW2369.The horizontal coordinates were scaled from a topographic map and have
 KW2369.an estimated accuracy of +/- 6 seconds.
 KW2369
 KW2369.The orthometric height was determined by differential leveling
 KW2369.and adjusted by the National Geodetic Survey in June 1991..
 KW2369
 KW2369.The geoid height was determined by GEOID03.
 KW2369
 KW2369.The dynamic height is computed by dividing the NAVD 88
 KW2369.geopotential number by the normal gravity value computed on the
 KW2369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2369.degrees latitude (g = 980.6199 gals.).
 KW2369
 KW2369.The modeled gravity was interpolated from observed gravity values.
 KW2369
 KW2369;                    North         East    Units  Estimated Accuracy
 KW2369;SPC PA S     -   157,530.      610,740.      MT  (+/- 180 meters Scaled)
 KW2369
 KW2369                          SUPERSEDED SURVEY CONTROL
 KW2369
 KW2369  NGVD 29 (??/??/??)  556.223  (m)         1824.88   (f) ADJUSTED    2 0
 KW2369
 KW2369.Superseded values are not recommended for survey control.
 KW2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2369.See file dsdata.txt to determine how the superseded data were derived.
 KW2369
 KW2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL785145(NAD 83)
 KW2369_MARKER: DD = SURVEY DISK
 KW2369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2369_STAMPING: C 60 1924 RESET 1941
 KW2369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2369+STABILITY: SURFACE MOTION
 KW2369
 KW2369  HISTORY     - Date     Condition        Report By
 KW2369  HISTORY     - 1941     MONUMENTED       USGS
 KW2369  HISTORY     - 1941     GOOD             CGS
 KW2369
 KW2369                          STATION DESCRIPTION
 KW2369
 KW2369'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW2369'8.3 MI S FROM CENTRE HALL.
 KW2369'TO REACH FROM CENTRE HALL, PROCEED SOUTH ALONG ROUTE 53 TO
 KW2369'JUNCTION WITH ROUTE 322, AND THENCE SOUTH ALONG ROUTE 322.
 KW2369'MARK IS ABOUT 240 FEET SOUTH OF THE MIFFLIN-CENTRE COUNTY
 KW2369'HIGHWAY MARKER, AND 28.7 FEET EAST OF THE CENTER LINE OF ROAD.
 KW2369'MARK IS 31.4 FEET NORTH OF TELEPHONE POLE NUMBER 679, 12.3 FEET
 KW2369'WEST OF A 7-INCH TREE, 16 FEET 8 INCHES NORTH WEST OF A 10-INCH
 KW2369'TREE, AND 16 FEET 8 INCHES SOUTH WEST OF A 7-INCH TREE.  TREES
 KW2369'ARE BLAZED AND TACKED.  MARK IS STAMPED C-60 1924 (RESET 1941)
 KW2369'A BRONZE DISK SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0296 ***********************************************************************
 MB0296  DESIGNATION -  C 63
 MB0296  PID         -  MB0296
 MB0296  STATE/COUNTY-  PA/MERCER
 MB0296  USGS QUAD   -  JACKSON CENTER (1970)
 MB0296
 MB0296                         *CURRENT SURVEY CONTROL
 MB0296  ___________________________________________________________________
 MB0296* NAD 83(1986)-  41 16 41.     (N)    080 14 13.     (W)     SCALED    
 MB0296* NAVD 88     -       341.919  (meters)    1121.78   (feet)  ADJUSTED  
 MB0296  ___________________________________________________________________
 MB0296  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 MB0296  DYNAMIC HT  -         341.766 (meters)    1121.28  (feet)  COMP
 MB0296  MODELED GRAV-     980,166.0   (mgal)                       NAVD 88
 MB0296
 MB0296  VERT ORDER  -  SECOND    CLASS 0
 MB0296
 MB0296.The horizontal coordinates were scaled from a topographic map and have
 MB0296.an estimated accuracy of +/- 6 seconds.
 MB0296
 MB0296.The orthometric height was determined by differential leveling
 MB0296.and adjusted by the National Geodetic Survey in June 1991..
 MB0296
 MB0296.The geoid height was determined by GEOID03.
 MB0296
 MB0296.The dynamic height is computed by dividing the NAVD 88
 MB0296.geopotential number by the normal gravity value computed on the
 MB0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0296.degrees latitude (g = 980.6199 gals.).
 MB0296
 MB0296.The modeled gravity was interpolated from observed gravity values.
 MB0296
 MB0296;                    North         East    Units  Estimated Accuracy
 MB0296;SPC PA N     -   126,420.      391,680.      MT  (+/- 180 meters Scaled)
 MB0296
 MB0296                          SUPERSEDED SURVEY CONTROL
 MB0296
 MB0296  NGVD 29 (??/??/92)  342.080  (m)         1122.31   (f) ADJ UNCH    2 0
 MB0296
 MB0296.Superseded values are not recommended for survey control.
 MB0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0296.See file dsdata.txt to determine how the superseded data were derived.
 MB0296
 MB0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF639699(NAD 83)
 MB0296_MARKER: DB = BENCH MARK DISK
 MB0296_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0296_SP_SET: STEP
 MB0296_STAMPING: C 63 1935
 MB0296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0296
 MB0296  HISTORY     - Date     Condition        Report By
 MB0296  HISTORY     - 1935     MONUMENTED       CGS
 MB0296
 MB0296                          STATION DESCRIPTION
 MB0296
 MB0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MB0296'3.5 MI SE FROM FREDONIA.
 MB0296'3.5 MILES SOUTHEAST ALONG THE BESSEMER AND LAKE ERIE RAILROAD
 MB0296'FROM THE STATION AT FREDONIA, 905 FEET NORTH OF MILEPOST B 45.5,
 MB0296'AT 46-FOOT STEEL-GIRDER BRIDGE B 75+2, AT THE SOUTHEAST WING
 MB0296'WALL, IN THE TOP OF THE SECOND STEP FROM THE BOTTOM, 63 FEET
 MB0296'WEST OF THE WEST RAIL OF THE LOW GRADE TRACK, 44 FEET EAST OF
 MB0296'THE EAST RAIL OF THE UPPER GRADE TRACK, AND 3 FEET LOWER THAN THE
 MB0296'LOWER GRADE TRACK.  A STANDARD DISK, STAMPED C 63 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1142 ***********************************************************************
 MA1142  DESIGNATION -  C 63
 MA1142  PID         -  MA1142
 MA1142  STATE/COUNTY-  PA/FOREST
 MA1142  USGS QUAD   -  TIONESTA (1973)
 MA1142
 MA1142                         *CURRENT SURVEY CONTROL
 MA1142  ___________________________________________________________________
 MA1142* NAD 83(1986)-  41 28 30.     (N)    079 22 37.     (W)     SCALED    
 MA1142* NAVD 88     -       335.916  (meters)    1102.08   (feet)  ADJUSTED  
 MA1142  ___________________________________________________________________
 MA1142  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 MA1142  DYNAMIC HT  -         335.762 (meters)    1101.58  (feet)  COMP
 MA1142  MODELED GRAV-     980,155.0   (mgal)                       NAVD 88
 MA1142
 MA1142  VERT ORDER  -  SECOND    CLASS 0
 MA1142
 MA1142.The horizontal coordinates were scaled from a topographic map and have
 MA1142.an estimated accuracy of +/- 6 seconds.
 MA1142
 MA1142.The orthometric height was determined by differential leveling
 MA1142.and adjusted by the National Geodetic Survey in June 1991..
 MA1142
 MA1142.The geoid height was determined by GEOID03.
 MA1142
 MA1142.The dynamic height is computed by dividing the NAVD 88
 MA1142.geopotential number by the normal gravity value computed on the
 MA1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1142.degrees latitude (g = 980.6199 gals.).
 MA1142
 MA1142.The modeled gravity was interpolated from observed gravity values.
 MA1142
 MA1142;                    North         East    Units  Estimated Accuracy
 MA1142;SPC PA N     -   146,570.      464,120.      MT  (+/- 180 meters Scaled)
 MA1142
 MA1142                          SUPERSEDED SURVEY CONTROL
 MA1142
 MA1142  NGVD 29 (??/??/92)  336.070  (m)         1102.59   (f) ADJ UNCH    2 0
 MA1142
 MA1142.Superseded values are not recommended for survey control.
 MA1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1142.See file dsdata.txt to determine how the superseded data were derived.
 MA1142
 MA1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF355927(NAD 83)
 MA1142_MARKER: DD = SURVEY DISK
 MA1142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1142_SP_SET: STEP
 MA1142_STAMPING: PA C 63 1922
 MA1142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1142
 MA1142  HISTORY     - Date     Condition        Report By
 MA1142  HISTORY     - 1922     MONUMENTED       USGS
 MA1142  HISTORY     - 1935     GOOD             NGS
 MA1142
 MA1142                          STATION DESCRIPTION
 MA1142
 MA1142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1142'0.4 MI NE FROM NEBRASKA.
 MA1142'ABOUT 0.4 MILE NORTHEAST ALONG STATE HIGHWAY 666 FROM NEBRASKA,
 MA1142'FOREST COUNTY, AT STATION 0-19+24, AT A 2-SPAN TRUSS BRIDGE OVER
 MA1142'TIONESTA CREEK, AT THE NORTH END OF THE NORTH WING WALL OF THE
 MA1142'NORTHEAST ABUTMENT, IN THE TOP OF THE THIRD STONE STEP FROM
 MA1142'THE TOP, 19 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 MA1142'1.5 FEET SOUTHWEST OF A 24-INCH DEAD PINE TREE, AND ABOUT 3-1/2
 MA1142'FEET LOWER THAN THE ROADWAY.  A UNITED STATES GEOLOGICAL SURVEY
 MA1142'STANDARD DISK, STAMPED PA C 63 1922.  NOTE-- AUGUST 1944
 MA1142'REPORT-- THESE MARKS NOT SEARCHED FOR.  STATE HIGHWAY 666 HAS
 MA1142'PROBABLY BEEN RELOCATED ON ACCOUNT OF CONSTRUCTION OF TIONESTA
 MA1142'DAM.  REFER TO THE 1935 LOCATION OF STATE HIGHWAY 666.  THE
 MA1142'DESCRIPTIONS FOR THE MARKS ON THIS LINE REFER TO THE 1935
 MA1142'LOCATION OF STATE HIGHWAYS 66 AND 666.  THE PRESENT LOCATION
 MA1142'OF THESE HIGHWAYS HAS BEEN RELOCATED DUE TO HIGH WATER OF THE
 MA1142'TIONESTA DAM, THEREFORE MARKS FROM BM 4-58+70 TO Y-78 MAY OR MAY
 MA1142'NOT BE RECOVERABLE DURING TIMES OF LOW WATER OF THE RESERVOIR.
 MA1142'NOTE-- THE LOCATION OF STATE HIGHWAYS 66 AND 666, HAVE BEEN
 MA1142'RELOCATED DUE TO HIGH WATER OF THE TIONESTA DAM, THEREFORE
 MA1142'THE MARK MAY OR MAY NOT BE RECOVERABLE DURING TIMES OF LOW
 MA1142'WATER OF THE RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0187 ***********************************************************************
 KY0187  DESIGNATION -  C 64
 KY0187  PID         -  KY0187
 KY0187  STATE/COUNTY-  PA/LAWRENCE
 KY0187  USGS QUAD   -  NEW CASTLE SOUTH (1990)
 KY0187
 KY0187                         *CURRENT SURVEY CONTROL
 KY0187  ___________________________________________________________________
 KY0187* NAD 83(1986)-  40 57 07.     (N)    080 21 54.     (W)     SCALED    
 KY0187* NAVD 88     -       245.447  (meters)     805.27   (feet)  ADJUSTED  
 KY0187  ___________________________________________________________________
 KY0187  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 KY0187  DYNAMIC HT  -         245.328 (meters)     804.88  (feet)  COMP
 KY0187  MODELED GRAV-     980,131.9   (mgal)                       NAVD 88
 KY0187
 KY0187  VERT ORDER  -  FIRST     CLASS II
 KY0187
 KY0187.The horizontal coordinates were scaled from a topographic map and have
 KY0187.an estimated accuracy of +/- 6 seconds.
 KY0187
 KY0187.The orthometric height was determined by differential leveling
 KY0187.and adjusted by the National Geodetic Survey in June 1991..
 KY0187
 KY0187.The geoid height was determined by GEOID03.
 KY0187
 KY0187.The dynamic height is computed by dividing the NAVD 88
 KY0187.geopotential number by the normal gravity value computed on the
 KY0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0187.degrees latitude (g = 980.6199 gals.).
 KY0187
 KY0187.The modeled gravity was interpolated from observed gravity values.
 KY0187
 KY0187;                    North         East    Units  Estimated Accuracy
 KY0187;SPC PA S     -   182,990.      379,860.      MT  (+/- 180 meters Scaled)
 KY0187
 KY0187                          SUPERSEDED SURVEY CONTROL
 KY0187
 KY0187  NGVD 29 (??/??/92)  245.592  (m)          805.75   (f) ADJ UNCH    1 2
 KY0187
 KY0187.Superseded values are not recommended for survey control.
 KY0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0187.See file dsdata.txt to determine how the superseded data were derived.
 KY0187
 KY0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF534336(NAD 83)
 KY0187_MARKER: DB = BENCH MARK DISK
 KY0187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0187_SP_SET: BUILDING
 KY0187_STAMPING: C 64 1935
 KY0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0187
 KY0187  HISTORY     - Date     Condition        Report By
 KY0187  HISTORY     - 1935     MONUMENTED       CGS
 KY0187  HISTORY     - 1950     GOOD             NGS
 KY0187
 KY0187                          STATION DESCRIPTION
 KY0187
 KY0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY0187'0.9 MI S FROM NEW CASTLE JUNCTION.
 KY0187'ABOUT 0.9 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 KY0187'FROM THE NEW CASTLE STATION AT MAHONINGTOWN, IN THE CENTRAL
 KY0187'YARD OFFICE BUILDING.  IT IS IN THE WEST FACE OF THE BUILDING,
 KY0187'3 FEET NORTH OF THE SOUTHWEST CORNER AND ABOUT 2 FEET ABOVE
 KY0187'THE LEVEL OF THE GROUND.  A STANDARD DISK SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1609 ***********************************************************************
 MA1609  DESIGNATION -  C 65
 MA1609  PID         -  MA1609
 MA1609  STATE/COUNTY-  PA/WARREN
 MA1609  USGS QUAD   -  COLUMBUS (1990)
 MA1609
 MA1609                         *CURRENT SURVEY CONTROL
 MA1609  ___________________________________________________________________
 MA1609* NAD 83(1986)-  41 58 19.     (N)    079 31 11.     (W)     SCALED    
 MA1609* NAVD 88     -       453.101  (meters)    1486.55   (feet)  ADJUSTED  
 MA1609  ___________________________________________________________________
 MA1609  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 MA1609  DYNAMIC HT  -         452.919 (meters)    1485.95  (feet)  COMP
 MA1609  MODELED GRAV-     980,206.7   (mgal)                       NAVD 88
 MA1609
 MA1609  VERT ORDER  -  SECOND    CLASS 0
 MA1609
 MA1609.The horizontal coordinates were scaled from a topographic map and have
 MA1609.an estimated accuracy of +/- 6 seconds.
 MA1609
 MA1609.The orthometric height was determined by differential leveling
 MA1609.and adjusted by the National Geodetic Survey in June 1991..
 MA1609
 MA1609.The geoid height was determined by GEOID03.
 MA1609
 MA1609.The dynamic height is computed by dividing the NAVD 88
 MA1609.geopotential number by the normal gravity value computed on the
 MA1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1609.degrees latitude (g = 980.6199 gals.).
 MA1609
 MA1609.The modeled gravity was interpolated from observed gravity values.
 MA1609
 MA1609;                    North         East    Units  Estimated Accuracy
 MA1609;SPC PA N     -   201,990.      453,320.      MT  (+/- 180 meters Scaled)
 MA1609
 MA1609                          SUPERSEDED SURVEY CONTROL
 MA1609
 MA1609  NGVD 29 (??/??/92)  453.243  (m)         1487.01   (f) ADJ UNCH    2 0
 MA1609
 MA1609.Superseded values are not recommended for survey control.
 MA1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1609.See file dsdata.txt to determine how the superseded data were derived.
 MA1609
 MA1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG226477(NAD 83)
 MA1609_MARKER: DB = BENCH MARK DISK
 MA1609_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1609_SP_SET: ABUTMENT
 MA1609_STAMPING: C 65 1935
 MA1609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1609
 MA1609  HISTORY     - Date     Condition        Report By
 MA1609  HISTORY     - 1935     MONUMENTED       CGS
 MA1609
 MA1609                          STATION DESCRIPTION
 MA1609
 MA1609'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA1609'1.9 MI SW FROM BEAR LAKE.
 MA1609'1.9 MILES SOUTHWEST ALONG THE ERIE RAILROAD FROM THE STATION
 MA1609'AT BEAR LAKE WARREN COUNTY, 600 FEET SOUTHWEST OF MILEPOST 53,
 MA1609'AT 50-FOOT GIRDER BRIDGE NO. 53.10, IN THE TOP OF THE WEST SIDE
 MA1609'OF THE SOUTH ABUTMENT, 4 FEET WEST OF THE WEST RAIL, AND ABOUT
 MA1609'5 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED C 65 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1122 ***********************************************************************
 LY1122  DESIGNATION -  C 65
 LY1122  PID         -  LY1122
 LY1122  STATE/COUNTY-  PA/MONROE
 LY1122  USGS QUAD   -  POCONO PINES (1997)
 LY1122
 LY1122                         *CURRENT SURVEY CONTROL
 LY1122  ___________________________________________________________________
 LY1122* NAD 83(1986)-  41 06 51.     (N)    075 23 12.     (W)     SCALED    
 LY1122* NAVD 88     -       557.262  (meters)    1828.28   (feet)  ADJUSTED  
 LY1122  ___________________________________________________________________
 LY1122  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LY1122  DYNAMIC HT  -         556.982 (meters)    1827.37  (feet)  COMP
 LY1122  MODELED GRAV-     980,104.3   (mgal)                       NAVD 88
 LY1122
 LY1122  VERT ORDER  -  SECOND    CLASS 0
 LY1122
 LY1122.The horizontal coordinates were scaled from a topographic map and have
 LY1122.an estimated accuracy of +/- 6 seconds.
 LY1122
 LY1122.The orthometric height was determined by differential leveling
 LY1122.and adjusted by the National Geodetic Survey in June 1991..
 LY1122.WARNING-Repeat measurements at this control monument indicate possible
 LY1122.vertical movement.
 LY1122
 LY1122.The geoid height was determined by GEOID03.
 LY1122
 LY1122.The dynamic height is computed by dividing the NAVD 88
 LY1122.geopotential number by the normal gravity value computed on the
 LY1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1122.degrees latitude (g = 980.6199 gals.).
 LY1122
 LY1122.The modeled gravity was interpolated from observed gravity values.
 LY1122
 LY1122;                    North         East    Units  Estimated Accuracy
 LY1122;SPC PA N     -   107,930.      798,470.      MT  (+/- 180 meters Scaled)
 LY1122
 LY1122                          SUPERSEDED SURVEY CONTROL
 LY1122
 LY1122  NGVD 29 (??/??/92)  557.440  (m)         1828.87   (f) ADJ UNCH    2 0
 LY1122
 LY1122.Superseded values are not recommended for survey control.
 LY1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1122.See file dsdata.txt to determine how the superseded data were derived.
 LY1122
 LY1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL675515(NAD 83)
 LY1122_MARKER: DD = SURVEY DISK
 LY1122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1122_SP_SET: STEP
 LY1122_STAMPING: C 65 PA
 LY1122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1122
 LY1122  HISTORY     - Date     Condition        Report By
 LY1122  HISTORY     - UNK      MONUMENTED       USGS
 LY1122  HISTORY     - 1956     GOOD             NGS
 LY1122  HISTORY     - 1961     GOOD             USGS
 LY1122  HISTORY     - 20030507 MARK NOT FOUND   PADT
 LY1122
 LY1122                          STATION DESCRIPTION
 LY1122
 LY1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LY1122'AT POCONO SUMMIT.
 LY1122'AT POCONO SUMMIT, ACROSS COUNTY ROAD NO. 940 FROM THE DELAWARE,
 LY1122'LACKAWANNA AND WESTERN RAILROAD STATION, AT THE POCONO SUMMIT
 LY1122'POST OFFICE AND GENERAL STORE, ON TOP OF THE WEST END OF THE
 LY1122'TOP STEP LEADING TO THE POST OFFICE AND 1 1/2 FOOT ABOVE THE
 LY1122'GROUND.  NOTE-- THIS BENCH MARK IS IN THE TOP OF A STEP WHICH
 LY1122'HAS BEEN MOVED.  IT WAS STAMPED RESET.
 LY1122
 LY1122                          STATION RECOVERY (1961)
 LY1122
 LY1122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LY1122'RECOVERED IN GOOD CONDITION.
 LY1122
 LY1122                          STATION RECOVERY (2003)
 LY1122
 LY1122'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 LY1122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0890 ***********************************************************************
 MA0890  DESIGNATION -  C 67
 MA0890  PID         -  MA0890
 MA0890  STATE/COUNTY-  PA/WARREN
 MA0890  USGS QUAD   -  CLARENDON (1977)
 MA0890
 MA0890                         *CURRENT SURVEY CONTROL
 MA0890  ___________________________________________________________________
 MA0890* NAD 83(1986)-  41 45 38.     (N)    079 04 52.     (W)     SCALED    
 MA0890* NAVD 88     -       418.336  (meters)    1372.49   (feet)  ADJUSTED  
 MA0890  ___________________________________________________________________
 MA0890  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 MA0890  DYNAMIC HT  -         418.164 (meters)    1371.93  (feet)  COMP
 MA0890  MODELED GRAV-     980,200.2   (mgal)                       NAVD 88
 MA0890
 MA0890  VERT ORDER  -  SECOND    CLASS 0
 MA0890
 MA0890.The horizontal coordinates were scaled from a topographic map and have
 MA0890.an estimated accuracy of +/- 6 seconds.
 MA0890
 MA0890.The orthometric height was determined by differential leveling
 MA0890.and adjusted by the National Geodetic Survey in June 1991..
 MA0890
 MA0890.The geoid height was determined by GEOID03.
 MA0890
 MA0890.The dynamic height is computed by dividing the NAVD 88
 MA0890.geopotential number by the normal gravity value computed on the
 MA0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0890.degrees latitude (g = 980.6199 gals.).
 MA0890
 MA0890.The modeled gravity was interpolated from observed gravity values.
 MA0890
 MA0890;                    North         East    Units  Estimated Accuracy
 MA0890;SPC PA N     -   177,860.      489,310.      MT  (+/- 180 meters Scaled)
 MA0890
 MA0890                          SUPERSEDED SURVEY CONTROL
 MA0890
 MA0890  NGVD 29 (??/??/92)  418.486  (m)         1372.98   (f) ADJ UNCH    2 0
 MA0890
 MA0890.Superseded values are not recommended for survey control.
 MA0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0890.See file dsdata.txt to determine how the superseded data were derived.
 MA0890
 MA0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG595249(NAD 83)
 MA0890_MARKER: DB = BENCH MARK DISK
 MA0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0890_STAMPING: C 67 1935
 MA0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0890+STABILITY: SURFACE MOTION
 MA0890
 MA0890  HISTORY     - Date     Condition        Report By
 MA0890  HISTORY     - 1935     MONUMENTED       CGS
 MA0890  HISTORY     - 1950     MARK NOT FOUND   NGS
 MA0890  HISTORY     - 20020825 MARK NOT FOUND   USPSQD
 MA0890
 MA0890                          STATION DESCRIPTION
 MA0890
 MA0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0890'1.6 MI SE FROM CLARENDON.
 MA0890'ABOUT 1.6 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0890'THE STATION AT CLARENDON, WARREN COUNTY, ABOUT 470 FEET NORTHEAST
 MA0890'OF MILEPOST 74, 47 FEET NORTHWEST OF THE CENTER OF A GRADE
 MA0890'CROSSING, 38 FEET NORTH OF THE CENTER LINE OF THE ROAD, 28 FEET
 MA0890'WEST OF THE WEST RAIL, AND ABOUT 2 FEET LOWER THAN THE TRACK.
 MA0890'A STANDARD DISK, STAMPED C 67 1935 AND SET IN THE TOP OF A
 MA0890'CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 MA0890
 MA0890                          STATION RECOVERY (1950)
 MA0890
 MA0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MA0890'MARK NOT FOUND.
 MA0890
 MA0890                          STATION RECOVERY (2002)
 MA0890
 MA0890'RECOVERY NOTE BY US POWER SQUADRON 2002 (WR)
 MA0890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1444 ***********************************************************************
 MA1444  DESIGNATION -  C 68
 MA1444  PID         -  MA1444
 MA1444  STATE/COUNTY-  PA/VENANGO
 MA1444  USGS QUAD   -  OIL CITY (1977)
 MA1444
 MA1444                         *CURRENT SURVEY CONTROL
 MA1444  ___________________________________________________________________
 MA1444* NAD 83(1986)-  41 23 40.     (N)    079 39 36.     (W)     SCALED    
 MA1444* NAVD 88     -       433.542  (meters)    1422.38   (feet)  ADJUSTED  
 MA1444  ___________________________________________________________________
 MA1444  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 MA1444  DYNAMIC HT  -         433.347 (meters)    1421.74  (feet)  COMP
 MA1444  MODELED GRAV-     980,160.6   (mgal)                       NAVD 88
 MA1444
 MA1444  VERT ORDER  -  SECOND    CLASS 0
 MA1444
 MA1444.The horizontal coordinates were scaled from a topographic map and have
 MA1444.an estimated accuracy of +/- 6 seconds.
 MA1444
 MA1444.The orthometric height was determined by differential leveling
 MA1444.and adjusted by the National Geodetic Survey in June 1991..
 MA1444
 MA1444.The geoid height was determined by GEOID03.
 MA1444
 MA1444.The dynamic height is computed by dividing the NAVD 88
 MA1444.geopotential number by the normal gravity value computed on the
 MA1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1444.degrees latitude (g = 980.6199 gals.).
 MA1444
 MA1444.The modeled gravity was interpolated from observed gravity values.
 MA1444
 MA1444;                    North         East    Units  Estimated Accuracy
 MA1444;SPC PA N     -   138,110.      440,280.      MT  (+/- 180 meters Scaled)
 MA1444
 MA1444                          SUPERSEDED SURVEY CONTROL
 MA1444
 MA1444  NGVD 29 (??/??/92)  433.713  (m)         1422.94   (f) ADJ UNCH    2 0
 MA1444
 MA1444.Superseded values are not recommended for survey control.
 MA1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1444.See file dsdata.txt to determine how the superseded data were derived.
 MA1444
 MA1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF120834(NAD 83)
 MA1444_MARKER: DD = SURVEY DISK
 MA1444_SETTING: 80 = SET IN A BOULDER
 MA1444_SP_SET: BOULDER
 MA1444_STAMPING: PA C 68 1922
 MA1444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1444+STABILITY: SURFACE MOTION
 MA1444
 MA1444  HISTORY     - Date     Condition        Report By
 MA1444  HISTORY     - 1922     MONUMENTED       USGS
 MA1444  HISTORY     - 1935     GOOD             NGS
 MA1444
 MA1444                          STATION DESCRIPTION
 MA1444
 MA1444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1444'3.6 MI E FROM OIL CITY.
 MA1444'ABOUT 3.6 MILES EAST ALONG U.S. HIGHWAY 62 AND STATE HIGHWAY 157
 MA1444'FROM OIL CITY, VENANGO COUNTY, ABOUT 0.2 MILE EAST OF A DIRT-ROAD
 MA1444'CROSSING, AT STATION 455+75, AT THE JUNCTION OF A CINDER ROAD
 MA1444'LEADING SOUTH, ABOUT 280 FEET SOUTH OF THE CENTER LINE OF THE
 MA1444'HIGHWAY, 34 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 59
 MA1444'FEET NORTHWEST OF AN OIL PUMPHOUSE, 45 FEET SOUTHEAST OF THE
 MA1444'NORTHWEST CORNER POST, AT A ROCKY PASTURE, IN THE TOP OF A 6-
 MA1444'BY 7-FOOT BOULDER, AND ABOUT 3 FEET ABOVE GROUND.  A UNITED
 MA1444'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED PA C 68 1922.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0948 ***********************************************************************
 LZ0948  DESIGNATION -  C 68
 LZ0948  PID         -  LZ0948
 LZ0948  STATE/COUNTY-  PA/LYCOMING
 LZ0948  USGS QUAD   -  COGAN STATION (1973)
 LZ0948
 LZ0948                         *CURRENT SURVEY CONTROL
 LZ0948  ___________________________________________________________________
 LZ0948* NAD 83(1986)-  41 18 10.     (N)    077 04 03.     (W)     SCALED    
 LZ0948* NAVD 88     -       176.392  (meters)     578.71   (feet)  ADJUSTED  
 LZ0948  ___________________________________________________________________
 LZ0948  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 LZ0948  DYNAMIC HT  -         176.317 (meters)     578.47  (feet)  COMP
 LZ0948  MODELED GRAV-     980,195.0   (mgal)                       NAVD 88
 LZ0948
 LZ0948  VERT ORDER  -  FIRST     CLASS II
 LZ0948
 LZ0948.The horizontal coordinates were scaled from a topographic map and have
 LZ0948.an estimated accuracy of +/- 6 seconds.
 LZ0948
 LZ0948.The orthometric height was determined by differential leveling
 LZ0948.and adjusted by the National Geodetic Survey in June 1991..
 LZ0948
 LZ0948.The geoid height was determined by GEOID03.
 LZ0948
 LZ0948.The dynamic height is computed by dividing the NAVD 88
 LZ0948.geopotential number by the normal gravity value computed on the
 LZ0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0948.degrees latitude (g = 980.6199 gals.).
 LZ0948
 LZ0948.The modeled gravity was interpolated from observed gravity values.
 LZ0948
 LZ0948;                    North         East    Units  Estimated Accuracy
 LZ0948;SPC PA N     -   126,390.      657,160.      MT  (+/- 180 meters Scaled)
 LZ0948
 LZ0948                          SUPERSEDED SURVEY CONTROL
 LZ0948
 LZ0948  NGVD 29 (??/??/92)  176.611  (m)          579.43   (f) ADJ UNCH    1 2
 LZ0948
 LZ0948.Superseded values are not recommended for survey control.
 LZ0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0948.See file dsdata.txt to determine how the superseded data were derived.
 LZ0948
 LZ0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL269744(NAD 83)
 LZ0948_MARKER: DB = BENCH MARK DISK
 LZ0948_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0948_SP_SET: BRIDGE SEAT
 LZ0948_STAMPING: C 68 1935
 LZ0948_MARK LOGO: CGS   
 LZ0948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0948
 LZ0948  HISTORY     - Date     Condition        Report By
 LZ0948  HISTORY     - 1935     MONUMENTED       CGS
 LZ0948  HISTORY     - 1968     GOOD             NGS
 LZ0948  HISTORY     - 1975     GOOD             PADT
 LZ0948  HISTORY     - 1983     GOOD             NGS
 LZ0948
 LZ0948                          STATION DESCRIPTION
 LZ0948
 LZ0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0948'AT HEPBURNVILLE.
 LZ0948'AT HEPBURNVILLE, LYCOMING COUNTY, ON THE PENNSYLVANIA RAILROAD,
 LZ0948'ABOUT 955 FEET NORTH OF MILEPOST 5, AT GIRDER BRIDGE 5.21,
 LZ0948'IN THE TOP OF THE WEST SIDE OF THE SOUTH BRIDGE SEAT, 57 FEET
 LZ0948'NORTHWEST OF THE CENTER OF A ROAD CROSSING, 43 FEET NORTH OF THE
 LZ0948'CENTER LINE OF THE ROAD, 12 FEET WEST OF THE CENTER LINE OF THE
 LZ0948'TRACK, AND ABOUT 4 FEET LOWER THAN THE TOP OF THE RAIL.  A
 LZ0948'STANDARD DISK, STAMPED C 68 1935.
 LZ0948
 LZ0948                          STATION RECOVERY (1975)
 LZ0948
 LZ0948'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 LZ0948'RECOVERED IN GOOD CONDITION.
 LZ0948
 LZ0948                          STATION RECOVERY (1983)
 LZ0948
 LZ0948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LZ0948'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.3 KM
 LZ0948'(0.8 MI) SOUTH ALONG U.S. HIGHWAY 15 FROM THE POST OFFICE IN COGAN
 LZ0948'STATION, THENCE 0.3 KM (0.2 MI) WEST ALONG MCKEE ROAD TO MARK ON THE
 LZ0948'RIGHT, IN THE SOUTHWEST ABUTMENT OF A RAILROAD BRIDGE OVER LYCOMING
 LZ0948'CREEK, 13.1 METERS (43.0 FT) NORTH OF THE CENTER OF MCKEE ROAD,
 LZ0948'3.6 METERS (12.0 FT) WEST OF THE CENTER OF RAILROAD.
 LZ0948'THE MARK IS 1.2 M BELOW RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0459 ***********************************************************************
 LZ0459  DESIGNATION -  C 69
 LZ0459  PID         -  LZ0459
 LZ0459  STATE/COUNTY-  PA/SULLIVAN
 LZ0459  USGS QUAD   -  EAGLES MERE (1993)
 LZ0459
 LZ0459                         *CURRENT SURVEY CONTROL
 LZ0459  ___________________________________________________________________
 LZ0459* NAD 83(1986)-  41 28 13.     (N)    076 34 51.     (W)     SCALED    
 LZ0459* NAVD 88     -       355.675  (meters)    1166.91   (feet)  ADJUSTED  
 LZ0459  ___________________________________________________________________
 LZ0459  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 LZ0459  DYNAMIC HT  -         355.521 (meters)    1166.41  (feet)  COMP
 LZ0459  MODELED GRAV-     980,181.2   (mgal)                       NAVD 88
 LZ0459
 LZ0459  VERT ORDER  -  SECOND    CLASS 0
 LZ0459
 LZ0459.The horizontal coordinates were scaled from a topographic map and have
 LZ0459.an estimated accuracy of +/- 6 seconds.
 LZ0459
 LZ0459.The orthometric height was determined by differential leveling
 LZ0459.and adjusted by the National Geodetic Survey in June 1991..
 LZ0459
 LZ0459.The geoid height was determined by GEOID03.
 LZ0459
 LZ0459.The dynamic height is computed by dividing the NAVD 88
 LZ0459.geopotential number by the normal gravity value computed on the
 LZ0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0459.degrees latitude (g = 980.6199 gals.).
 LZ0459
 LZ0459.The modeled gravity was interpolated from observed gravity values.
 LZ0459
 LZ0459;                    North         East    Units  Estimated Accuracy
 LZ0459;SPC PA N     -   145,430.      697,660.      MT  (+/- 180 meters Scaled)
 LZ0459
 LZ0459                          SUPERSEDED SURVEY CONTROL
 LZ0459
 LZ0459  NGVD 29 (??/??/92)  355.850  (m)         1167.48   (f) ADJ UNCH    2 0
 LZ0459
 LZ0459.Superseded values are not recommended for survey control.
 LZ0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0459.See file dsdata.txt to determine how the superseded data were derived.
 LZ0459
 LZ0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL679921(NAD 83)
 LZ0459_MARKER: DB = BENCH MARK DISK
 LZ0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0459_STAMPING: C 69 1935
 LZ0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0459+STABILITY: SURFACE MOTION
 LZ0459
 LZ0459  HISTORY     - Date     Condition        Report By
 LZ0459  HISTORY     - 1935     MONUMENTED       CGS
 LZ0459  HISTORY     - 20030803 GOOD             GEOCAC
 LZ0459
 LZ0459                          STATION DESCRIPTION
 LZ0459
 LZ0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0459'2 MI S FROM FORKSVILLE.
 LZ0459'2.0 MILES SOUTH ALONG STATE HIGHWAY 154 FROM FORKSVILLE,
 LZ0459'SULLIVAN COUNTY, AT WORLDS END STATE PARK, 0.2 MILE NORTH OF
 LZ0459'THE JUNCTION OF STATE HIGHWAY 394, 1,470 FEET SOUTH OF A BRIDGE
 LZ0459'OVER LOYALSOCK CREEK, 30 FEET NORTH OF A DIRT FOOTPATH, IN A
 LZ0459'GROVE OF SMALL RED MAPLE TREES, AND 28 FEET WEST OF THE CENTER
 LZ0459'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED C 69 1935 AND
 LZ0459'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 LZ0459'GROUND.
 LZ0459
 LZ0459                          STATION RECOVERY (2003)
 LZ0459
 LZ0459'RECOVERY NOTE BY GEOCACHING 2003 (MHB)
 LZ0459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0063 ***********************************************************************
 JV0063  DESIGNATION -  C 7
 JV0063  PID         -  JV0063
 JV0063  STATE/COUNTY-  PA/LANCASTER
 JV0063  USGS QUAD   -  HOLTWOOD (1990)
 JV0063
 JV0063                         *CURRENT SURVEY CONTROL
 JV0063  ___________________________________________________________________
 JV0063* NAD 83(1986)-  39 48 31.     (N)    076 18 02.     (W)     SCALED    
 JV0063* NAVD 88     -        49.866  (meters)     163.60   (feet)  ADJUSTED  
 JV0063  ___________________________________________________________________
 JV0063  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 JV0063  DYNAMIC HT  -          49.841 (meters)     163.52  (feet)  COMP
 JV0063  MODELED GRAV-     980,122.3   (mgal)                       NAVD 88
 JV0063
 JV0063  VERT ORDER  -  FIRST     CLASS II
 JV0063
 JV0063.The horizontal coordinates were scaled from a topographic map and have
 JV0063.an estimated accuracy of +/- 6 seconds.
 JV0063
 JV0063.The orthometric height was determined by differential leveling
 JV0063.and adjusted by the National Geodetic Survey in June 1991..
 JV0063
 JV0063.The geoid height was determined by GEOID03.
 JV0063
 JV0063.The dynamic height is computed by dividing the NAVD 88
 JV0063.geopotential number by the normal gravity value computed on the
 JV0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0063.degrees latitude (g = 980.6199 gals.).
 JV0063
 JV0063.The modeled gravity was interpolated from observed gravity values.
 JV0063
 JV0063;                    North         East    Units  Estimated Accuracy
 JV0063;SPC PA S     -    53,790.      724,120.      MT  (+/- 180 meters Scaled)
 JV0063
 JV0063                          SUPERSEDED SURVEY CONTROL
 JV0063
 JV0063  NGVD 29 (??/??/??)   50.119  (m)          164.43   (f) ADJUSTED    1 2
 JV0063
 JV0063.Superseded values are not recommended for survey control.
 JV0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0063.See file dsdata.txt to determine how the superseded data were derived.
 JV0063
 JV0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK886073(NAD 83)
 JV0063_MARKER: DB = BENCH MARK DISK
 JV0063_SETTING: 66 = SET IN ROCK OUTCROP
 JV0063_SP_SET: ROCK LEDGE
 JV0063_STAMPING: C 7 1955
 JV0063_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV0063+STABILITY: POSITION/ELEVATION WELL
 JV0063
 JV0063  HISTORY     - Date     Condition        Report By
 JV0063  HISTORY     - 1955     MONUMENTED       CGS
 JV0063
 JV0063                          STATION DESCRIPTION
 JV0063
 JV0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JV0063'2.2 MI SE FROM HOLTWOOD.
 JV0063'ABOUT 2.25 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD
 JV0063'FROM THE CROSSING OF POWER PLANT ROAD AT HOLTWOOD, ABOUT 0.3
 JV0063'MILE SOUTHEAST OF MILE POST 23, ABOUT 0.25 MILE SOUTHEAST OF A
 JV0063'STONE BRIDGE OVER MUD RUN, AT THE SOUTHEAST END OF FALLING
 JV0063'ROCK ALARM FENCE, NEAR A HAND CAR SIDING, 22 FEET NORTHEAST OF
 JV0063'NORTHEAST RAIL, SET VERTICALLY IN THE SOUTHWEST FACE OF A
 JV0063'10-FOOT HIGH ROCK LEDGE AND ABOUT 2 FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0479 ***********************************************************************
 LZ0479  DESIGNATION -  C 70
 LZ0479  PID         -  LZ0479
 LZ0479  STATE/COUNTY-  PA/SULLIVAN
 LZ0479  USGS QUAD   -  HILLSGROVE (1995)
 LZ0479
 LZ0479                         *CURRENT SURVEY CONTROL
 LZ0479  ___________________________________________________________________
 LZ0479* NAD 83(1986)-  41 27 33.     (N)    076 40 53.     (W)     SCALED    
 LZ0479* NAVD 88     -       268.675  (meters)     881.48   (feet)  ADJUSTED  
 LZ0479  ___________________________________________________________________
 LZ0479  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 LZ0479  DYNAMIC HT  -         268.560 (meters)     881.10  (feet)  COMP
 LZ0479  MODELED GRAV-     980,188.6   (mgal)                       NAVD 88
 LZ0479
 LZ0479  VERT ORDER  -  SECOND    CLASS 0
 LZ0479
 LZ0479.The horizontal coordinates were scaled from a topographic map and have
 LZ0479.an estimated accuracy of +/- 6 seconds.
 LZ0479
 LZ0479.The orthometric height was determined by differential leveling
 LZ0479.and adjusted by the National Geodetic Survey in June 1991..
 LZ0479
 LZ0479.The geoid height was determined by GEOID03.
 LZ0479
 LZ0479.The dynamic height is computed by dividing the NAVD 88
 LZ0479.geopotential number by the normal gravity value computed on the
 LZ0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0479.degrees latitude (g = 980.6199 gals.).
 LZ0479
 LZ0479.The modeled gravity was interpolated from observed gravity values.
 LZ0479
 LZ0479;                    North         East    Units  Estimated Accuracy
 LZ0479;SPC PA N     -   144,090.      689,280.      MT  (+/- 180 meters Scaled)
 LZ0479
 LZ0479                          SUPERSEDED SURVEY CONTROL
 LZ0479
 LZ0479  NGVD 29 (??/??/92)  268.86   (m)          882.1    (f) COMPUTED    2 0
 LZ0479
 LZ0479.Superseded values are not recommended for survey control.
 LZ0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0479.See file dsdata.txt to determine how the superseded data were derived.
 LZ0479
 LZ0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL595910(NAD 83)
 LZ0479_MARKER: DB = BENCH MARK DISK
 LZ0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0479_STAMPING: C 70 1935
 LZ0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0479+STABILITY: SURFACE MOTION
 LZ0479
 LZ0479  HISTORY     - Date     Condition        Report By
 LZ0479  HISTORY     - 1935     MONUMENTED       CGS
 LZ0479
 LZ0479                          STATION DESCRIPTION
 LZ0479
 LZ0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0479'2.6 MI NE FROM HILLSGROVE.
 LZ0479'2.6 MILES NORTHEAST OF HILLSGROVE ON ROUTE 129, 6.2 MILES
 LZ0479'SOUTHWEST OF FORKSVILLE ON ROUTE 129, 725 FEET SOUTH OF HIGHWAY
 LZ0479'STATION 1/30, 250 FEET NORTH OF HIGHWAY STATION 1/20, 36 FEET
 LZ0479'NORTH OF NORTHERN PART OF HORSESHOE BEND IN ROAD, 26 FEET NORTH
 LZ0479'OF CENTER LINE OF ROUTE 129, ABOUT 80 FEET SOUTH OF LOYALSOCK
 LZ0479'CREEK, 60 FEET SOUTH OF 3 HEMLOCK TREES, 3 FEET BELOW FINISHED
 LZ0479'GRADE AT CENTER LINE OF ROAD, PRECAST CONCRETE POST WITH 4 IN
 LZ0479'PROJ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0480 ***********************************************************************
 LZ0480  DESIGNATION -  C 70 RESET 1941
 LZ0480  PID         -  LZ0480
 LZ0480  STATE/COUNTY-  PA/SULLIVAN
 LZ0480  USGS QUAD   -  HILLSGROVE (1995)
 LZ0480
 LZ0480                         *CURRENT SURVEY CONTROL
 LZ0480  ___________________________________________________________________
 LZ0480* NAD 83(1986)-  41 27 33.     (N)    076 40 53.     (W)     SCALED    
 LZ0480* NAVD 88     -       266.13   (meters)     873.1    (feet)  RESET     
 LZ0480  ___________________________________________________________________
 LZ0480  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 LZ0480
 LZ0480  VERT ORDER  -  THIRD
 LZ0480
 LZ0480.The horizontal coordinates were scaled from a topographic map and have
 LZ0480.an estimated accuracy of +/- 6 seconds.
 LZ0480
 LZ0480.The orthometric height was computed from unverified reset data.
 LZ0480
 LZ0480.The geoid height was determined by GEOID03.
 LZ0480
 LZ0480;                    North         East    Units  Estimated Accuracy
 LZ0480;SPC PA N     -   144,090.      689,280.      MT  (+/- 180 meters Scaled)
 LZ0480
 LZ0480                          SUPERSEDED SURVEY CONTROL
 LZ0480
 LZ0480  NGVD 29 (??/??/??)  266.31   (m)          873.7    (f) RESET       3  
 LZ0480
 LZ0480.Superseded values are not recommended for survey control.
 LZ0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0480.See file dsdata.txt to determine how the superseded data were derived.
 LZ0480
 LZ0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL595910(NAD 83)
 LZ0480_MARKER: DB = BENCH MARK DISK
 LZ0480_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0480_SP_SET: ABUTMENT
 LZ0480_STAMPING: C 70 1935 RESET 1941
 LZ0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0480
 LZ0480  HISTORY     - Date     Condition        Report By
 LZ0480  HISTORY     - 1941     MONUMENTED       PADH
 LZ0480
 LZ0480                          STATION DESCRIPTION
 LZ0480
 LZ0480'DESCRIBED BY PA DEPT OF HIGHWAYS 1941
 LZ0480'2.1 MI NE FROM HILLSGROVE.
 LZ0480'2.1 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM HILLSGROVE,
 LZ0480'SULLIVAN COUNTY, AT A TRUSS BRIDGE OF TWO 135-FOOT SPANS OVER
 LZ0480'LOYALSOCK CREEK, AND IN THE TOP OF THE NORTH END OF THE EAST
 LZ0480'ABUTMENT.  A STANDARD DISK, STAMPED C 70 1935 RESET
 LZ0480'1941.  NOTE-- IT WAS DESCRIBED AT THAT TIME AS BEING APPROXIMATELY
 LZ0480'ONE-HALF MILE DIRECTLY WEST OF THE ORIGINAL LOCATION OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1416 ***********************************************************************
 KV1416  DESIGNATION -  C 71 USGS
 KV1416  PID         -  KV1416
 KV1416  STATE/COUNTY-  PA/MONROE
 KV1416  USGS QUAD   -  STROUDSBURG (1975)
 KV1416
 KV1416                         *CURRENT SURVEY CONTROL
 KV1416  ___________________________________________________________________
 KV1416* NAD 83(1986)-  40 59 10.     (N)    075 11 41.     (W)     SCALED    
 KV1416* NAVD 88     -       130.965  (meters)     429.67   (feet)  ADJUSTED  
 KV1416  ___________________________________________________________________
 KV1416  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KV1416  DYNAMIC HT  -         130.906 (meters)     429.48  (feet)  COMP
 KV1416  MODELED GRAV-     980,172.9   (mgal)                       NAVD 88
 KV1416
 KV1416  VERT ORDER  -  FIRST     CLASS II
 KV1416
 KV1416.The horizontal coordinates were scaled from a topographic map and have
 KV1416.an estimated accuracy of +/- 6 seconds.
 KV1416
 KV1416.The orthometric height was determined by differential leveling
 KV1416.and adjusted by the National Geodetic Survey in June 1991..
 KV1416.WARNING-Repeat measurements at this control monument indicate possible
 KV1416.vertical movement.
 KV1416
 KV1416.The geoid height was determined by GEOID03.
 KV1416
 KV1416.The dynamic height is computed by dividing the NAVD 88
 KV1416.geopotential number by the normal gravity value computed on the
 KV1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1416.degrees latitude (g = 980.6199 gals.).
 KV1416
 KV1416.The modeled gravity was interpolated from observed gravity values.
 KV1416
 KV1416;                    North         East    Units  Estimated Accuracy
 KV1416;SPC PA N     -    94,170.      815,000.      MT  (+/- 180 meters Scaled)
 KV1416
 KV1416                          SUPERSEDED SURVEY CONTROL
 KV1416
 KV1416  NGVD 29 (??/??/??)  131.142  (m)          430.25   (f) ADJUSTED    1 2
 KV1416
 KV1416.Superseded values are not recommended for survey control.
 KV1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1416.See file dsdata.txt to determine how the superseded data were derived.
 KV1416
 KV1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL836372(NAD 83)
 KV1416_MARKER: DD = SURVEY DISK
 KV1416_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1416_SP_SET: CANNON BASE
 KV1416_STAMPING: C 71 USGS 1921 PA
 KV1416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1416+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 KV1416
 KV1416  HISTORY     - Date     Condition        Report By
 KV1416  HISTORY     - 1921     MONUMENTED       USGS
 KV1416  HISTORY     - 1958     GOOD             CGS
 KV1416  HISTORY     - 1969     GOOD             CGS
 KV1416  HISTORY     - 1978     GOOD             NGS
 KV1416  HISTORY     - 20040412 GOOD             PADT
 KV1416  HISTORY     - 20040601 GOOD             PADT
 KV1416
 KV1416                          STATION DESCRIPTION
 KV1416
 KV1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KV1416'AT STROUDSBURG.
 KV1416'SET IN TOP OF THE SOUTH WEST CORNER AND 1 1/2 FEET NORTH OF THE
 KV1416'SOUTH EDGE, 1 FOOT EAST OF THE WEST EDGE OF THE CONCRETE BASE FOR
 KV1416'A CANNON IN A SMALL PARK 1 BLOCK NORTH OF THE MAIN STREET,
 KV1416'ACROSS MONROE STREET FROM THE COURT HOUSE AND 1 FOOT ABOVE
 KV1416'MONROE STREET.
 KV1416
 KV1416                          STATION RECOVERY (1969)
 KV1416
 KV1416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 KV1416'RECOVERED IN GOOD CONDITION.
 KV1416
 KV1416                          STATION RECOVERY (1978)
 KV1416
 KV1416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV1416'RECOVERED IN GOOD CONDITION.
 KV1416
 KV1416                          STATION RECOVERY (2004)
 KV1416
 KV1416'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (SQ)
 KV1416'RECOVERED IN GOOD CONDITION.
 KV1416
 KV1416                          STATION RECOVERY (2004)
 KV1416
 KV1416'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (SQ)
 KV1416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1386 ***********************************************************************
 LZ1386  DESIGNATION -  C 73
 LZ1386  PID         -  LZ1386
 LZ1386  STATE/COUNTY-  PA/POTTER
 LZ1386  USGS QUAD   -  SHORT RUN (1971)
 LZ1386
 LZ1386                         *CURRENT SURVEY CONTROL
 LZ1386  ___________________________________________________________________
 LZ1386* NAD 83(1986)-  41 35 34.     (N)    077 47 59.     (W)     SCALED    
 LZ1386* NAVD 88     -       472.230  (meters)    1549.31   (feet)  ADJUSTED  
 LZ1386  ___________________________________________________________________
 LZ1386  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 LZ1386  DYNAMIC HT  -         472.022 (meters)    1548.63  (feet)  COMP
 LZ1386  MODELED GRAV-     980,167.3   (mgal)                       NAVD 88
 LZ1386
 LZ1386  VERT ORDER  -  SECOND    CLASS 0
 LZ1386
 LZ1386.The horizontal coordinates were scaled from a topographic map and have
 LZ1386.an estimated accuracy of +/- 6 seconds.
 LZ1386
 LZ1386.The orthometric height was determined by differential leveling
 LZ1386.and adjusted by the National Geodetic Survey in June 1991..
 LZ1386
 LZ1386.The geoid height was determined by GEOID03.
 LZ1386
 LZ1386.The dynamic height is computed by dividing the NAVD 88
 LZ1386.geopotential number by the normal gravity value computed on the
 LZ1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1386.degrees latitude (g = 980.6199 gals.).
 LZ1386
 LZ1386.The modeled gravity was interpolated from observed gravity values.
 LZ1386
 LZ1386;                    North         East    Units  Estimated Accuracy
 LZ1386;SPC PA N     -   158,380.      595,850.      MT  (+/- 180 meters Scaled)
 LZ1386
 LZ1386                          SUPERSEDED SURVEY CONTROL
 LZ1386
 LZ1386  NGVD 29 (??/??/92)  472.368  (m)         1549.76   (f) ADJ UNCH    2 0
 LZ1386
 LZ1386.Superseded values are not recommended for survey control.
 LZ1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1386.See file dsdata.txt to determine how the superseded data were derived.
 LZ1386
 LZ1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM666083(NAD 83)
 LZ1386_MARKER: DB = BENCH MARK DISK
 LZ1386_SETTING: 66 = SET IN ROCK OUTCROP
 LZ1386_SP_SET: ROCK OUTCROP
 LZ1386_STAMPING: C 73 1935
 LZ1386_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ1386+STABILITY: POSITION/ELEVATION WELL
 LZ1386
 LZ1386  HISTORY     - Date     Condition        Report By
 LZ1386  HISTORY     - 1935     MONUMENTED       CGS
 LZ1386
 LZ1386                          STATION DESCRIPTION
 LZ1386
 LZ1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ1386'3.8 MI S FROM CROSS FORK JUNCTION.
 LZ1386'3.8 MILES SOUTH ALONG THE JUNCTION ROAD FROM CROSS FORK JUNCTION,
 LZ1386'80 FEET NORTH OF THE SOUTH END OF A ROCK CUT, OPPOSITE AN 8-INCH
 LZ1386'PINE TREE WEST OF THE ROAD, 15 FEET EAST OF THE CENTER LINE OF THE
 LZ1386'DIRT ROAD, IN THE TOP OF THE SHELF OF A SANDSTONE OUTCROP, 6
 LZ1386'INCHES EAST OF THE EDGE, AND 3 FEET HIGHER THAN THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0887 ***********************************************************************
 KX0887  DESIGNATION -  C 75
 KX0887  PID         -  KX0887
 KX0887  STATE/COUNTY-  PA/ARMSTRONG
 KX0887  USGS QUAD   -  TEMPLETON (1993)
 KX0887
 KX0887                         *CURRENT SURVEY CONTROL
 KX0887  ___________________________________________________________________
 KX0887* NAD 83(1986)-  40 54 56.     (N)    079 27 44.     (W)     SCALED    
 KX0887* NAVD 88     -       250.005  (meters)     820.22   (feet)  ADJUSTED  
 KX0887  ___________________________________________________________________
 KX0887  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KX0887  DYNAMIC HT  -         249.886 (meters)     819.83  (feet)  COMP
 KX0887  MODELED GRAV-     980,144.0   (mgal)                       NAVD 88
 KX0887
 KX0887  VERT ORDER  -  SECOND    CLASS 0
 KX0887
 KX0887.The horizontal coordinates were scaled from a topographic map and have
 KX0887.an estimated accuracy of +/- 6 seconds.
 KX0887
 KX0887.The orthometric height was determined by differential leveling
 KX0887.and adjusted by the National Geodetic Survey in June 1991..
 KX0887
 KX0887.The geoid height was determined by GEOID03.
 KX0887
 KX0887.The dynamic height is computed by dividing the NAVD 88
 KX0887.geopotential number by the normal gravity value computed on the
 KX0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0887.degrees latitude (g = 980.6199 gals.).
 KX0887
 KX0887.The modeled gravity was interpolated from observed gravity values.
 KX0887
 KX0887;                    North         East    Units  Estimated Accuracy
 KX0887;SPC PA S     -   177,090.      455,770.      MT  (+/- 180 meters Scaled)
 KX0887
 KX0887                          SUPERSEDED SURVEY CONTROL
 KX0887
 KX0887  NGVD 29 (??/??/92)  250.184  (m)          820.81   (f) ADJ UNCH    2 0
 KX0887
 KX0887.Superseded values are not recommended for survey control.
 KX0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0887.See file dsdata.txt to determine how the superseded data were derived.
 KX0887
 KX0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF294305(NAD 83)
 KX0887_MARKER: DB = BENCH MARK DISK
 KX0887_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0887_SP_SET: SIGNAL TOWER BASE
 KX0887_STAMPING: C 75 1935
 KX0887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0887
 KX0887  HISTORY     - Date     Condition        Report By
 KX0887  HISTORY     - 1935     MONUMENTED       CGS
 KX0887  HISTORY     - 1944     GOOD             NGS
 KX0887
 KX0887                          STATION DESCRIPTION
 KX0887
 KX0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX0887'AT TEMPLETON.
 KX0887'AT TEMPLETON, ARMSTRONG COUNTY, ON THE PENNSYLVANIA RAILROAD,
 KX0887'215 FEET SOUTH OF THE STATION, 8 FEET WEST OF THE CENTERLINE OF
 KX0887'THE SOUTHBOUND TRACK, IN THE BASE OF A SIGNAL TOWER, AND LEVEL
 KX0887'WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED C 75 1935.
 KX0887
 KX0887                          STATION RECOVERY (1944)
 KX0887
 KX0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 KX0887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0985 ***********************************************************************
 MA0985  DESIGNATION -  C 76
 MA0985  PID         -  MA0985
 MA0985  STATE/COUNTY-  PA/FOREST
 MA0985  USGS QUAD   -  MARIENVILLE WEST (1973)
 MA0985
 MA0985                         *CURRENT SURVEY CONTROL
 MA0985  ___________________________________________________________________
 MA0985* NAD 83(1986)-  41 27 17.     (N)    079 09 23.     (W)     SCALED    
 MA0985* NAVD 88     -       511.278  (meters)    1677.42   (feet)  ADJUSTED  
 MA0985  ___________________________________________________________________
 MA0985  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 MA0985  DYNAMIC HT  -         511.049 (meters)    1676.67  (feet)  COMP
 MA0985  MODELED GRAV-     980,158.0   (mgal)                       NAVD 88
 MA0985
 MA0985  VERT ORDER  -  SECOND    CLASS 0
 MA0985
 MA0985.The horizontal coordinates were scaled from a topographic map and have
 MA0985.an estimated accuracy of +/- 6 seconds.
 MA0985
 MA0985.The orthometric height was determined by differential leveling
 MA0985.and adjusted by the National Geodetic Survey in June 1991..
 MA0985
 MA0985.The geoid height was determined by GEOID03.
 MA0985
 MA0985.The dynamic height is computed by dividing the NAVD 88
 MA0985.geopotential number by the normal gravity value computed on the
 MA0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0985.degrees latitude (g = 980.6199 gals.).
 MA0985
 MA0985.The modeled gravity was interpolated from observed gravity values.
 MA0985
 MA0985;                    North         East    Units  Estimated Accuracy
 MA0985;SPC PA N     -   144,000.      482,500.      MT  (+/- 180 meters Scaled)
 MA0985
 MA0985                          SUPERSEDED SURVEY CONTROL
 MA0985
 MA0985  NGVD 29 (??/??/92)  511.416  (m)         1677.87   (f) ADJ UNCH    2 0
 MA0985
 MA0985.Superseded values are not recommended for survey control.
 MA0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0985.See file dsdata.txt to determine how the superseded data were derived.
 MA0985
 MA0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF539908(NAD 83)
 MA0985_MARKER: DB = BENCH MARK DISK
 MA0985_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0985_SP_SET: CULVERT
 MA0985_STAMPING: C 76 1935
 MA0985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0985
 MA0985  HISTORY     - Date     Condition        Report By
 MA0985  HISTORY     - 1935     MONUMENTED       CGS
 MA0985  HISTORY     - 1970     POOR             NGS
 MA0985
 MA0985                          STATION DESCRIPTION
 MA0985
 MA0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MA0985'2 MI S FROM MARIENVILLE.
 MA0985'ABOUT 2.3 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0985'FROM THE STATION AT MARIENVILLE, FOREST COUNTY, 47 FEET NORTHEAST
 MA0985'OF POLE 119+2, 20 FEET NORTHWEST OF THE CENTER OF THE CROSSING
 MA0985'OF STATE HIGHWAY 68, 22 FEET NORTHWEST OF THE CENTER LINE OF THE
 MA0985'HIGHWAY, 13 FEET NORTH OF THE NORTH RAIL, IN THE TOP OF THE
 MA0985'WEST CONCRETE HEAD WALL OF AN 18-INCH PIPE CULVERT, AND ABOUT
 MA0985'4 FEET LOWER THAN THE ROADWAY.  A STANDARD DISK, STAMPED C 76
 MA0985'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0986 ***********************************************************************
 MA0986  DESIGNATION -  C 76 RESET
 MA0986  PID         -  MA0986
 MA0986  STATE/COUNTY-  PA/FOREST
 MA0986  USGS QUAD   -  MARIENVILLE WEST (1973)
 MA0986
 MA0986                         *CURRENT SURVEY CONTROL
 MA0986  ___________________________________________________________________
 MA0986* NAD 83(1986)-  41 27 17.     (N)    079 09 23.     (W)     SCALED    
 MA0986* NAVD 88     -       510.72   (meters)    1675.6    (feet)  RESET     
 MA0986  ___________________________________________________________________
 MA0986  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 MA0986
 MA0986  VERT ORDER  -  THIRD
 MA0986
 MA0986.The horizontal coordinates were scaled from a topographic map and have
 MA0986.an estimated accuracy of +/- 6 seconds.
 MA0986
 MA0986.The orthometric height was computed from unverified reset data.
 MA0986
 MA0986.The geoid height was determined by GEOID03.
 MA0986
 MA0986;                    North         East    Units  Estimated Accuracy
 MA0986;SPC PA N     -   144,000.      482,500.      MT  (+/- 180 meters Scaled)
 MA0986
 MA0986                          SUPERSEDED SURVEY CONTROL
 MA0986
 MA0986  NGVD 29 (02/24/03)  510.86   (m)         1676.0    (f) RESET       3  
 MA0986
 MA0986.Superseded values are not recommended for survey control.
 MA0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0986.See file dsdata.txt to determine how the superseded data were derived.
 MA0986
 MA0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF539908(NAD 83)
 MA0986_MARKER: DB = BENCH MARK DISK
 MA0986_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0986_SP_SET: CATCH BASIN
 MA0986_STAMPING: C 76 RESET 1970
 MA0986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0986
 MA0986  HISTORY     - Date     Condition        Report By
 MA0986  HISTORY     - 1970     MONUMENTED       NGS
 MA0986
 MA0986                          STATION DESCRIPTION
 MA0986
 MA0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MA0986'2 MI SW FROM MARIENVILLE.
 MA0986'ABOUT 2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 66 FROM THE
 MA0986'CENTER OF MARIENVILLE, AT A BALTIMORE AND OHIO RAILROAD
 MA0986'CROSSING.  IT IS A BENCH MARK DISK SET IN DRILL HOLE IN THE TOP
 MA0986'CENTER OF A CONCRETE NORTH WALL OF A CATCH BASIN, 7 FEET LONG, 5
 MA0986'FEET WIDE, AND 8 FEET DEEP.  IT IS 125 FEET SOUTHWEST OF CENTER
 MA0986'OF ROAD AT RAILROAD CROSSING, 118 FEET SOUTHWEST OF BM C 76,
 MA0986'106 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD, 60 FEET NORTHEAST
 MA0986'OF CENTER OF Y-INTERSECTION OF ST. HWY. 66 AND CO. RT. NO.
 MA0986'27010, 27.5 FEET NORTH OF CENTERLINE OF HIGHWAY, AND 2.5 FEET
 MA0986'SOUTH OF THE SECOND VENT PIPE FROM THE EAST END OF FOUR VENT PIPES,
 MA0986'FOR A HIGH PRESSURE OIL PIPE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0744 ***********************************************************************
 MA0744  DESIGNATION -  C 77
 MA0744  PID         -  MA0744
 MA0744  STATE/COUNTY-  PA/ELK
 MA0744  USGS QUAD   -  JAMES CITY (1966)
 MA0744
 MA0744                         *CURRENT SURVEY CONTROL
 MA0744  ___________________________________________________________________
 MA0744* NAD 83(1986)-  41 34 59.     (N)    078 51 48.     (W)     SCALED    
 MA0744* NAVD 88     -       599.111  (meters)    1965.58   (feet)  ADJUSTED  
 MA0744  ___________________________________________________________________
 MA0744  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 MA0744  DYNAMIC HT  -         598.845 (meters)    1964.71  (feet)  COMP
 MA0744  MODELED GRAV-     980,159.3   (mgal)                       NAVD 88
 MA0744
 MA0744  VERT ORDER  -  SECOND    CLASS 0
 MA0744
 MA0744.The horizontal coordinates were scaled from a topographic map and have
 MA0744.an estimated accuracy of +/- 6 seconds.
 MA0744
 MA0744.The orthometric height was determined by differential leveling
 MA0744.and adjusted by the National Geodetic Survey in June 1991..
 MA0744
 MA0744.The geoid height was determined by GEOID03.
 MA0744
 MA0744.The dynamic height is computed by dividing the NAVD 88
 MA0744.geopotential number by the normal gravity value computed on the
 MA0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0744.degrees latitude (g = 980.6199 gals.).
 MA0744
 MA0744.The modeled gravity was interpolated from observed gravity values.
 MA0744
 MA0744;                    North         East    Units  Estimated Accuracy
 MA0744;SPC PA N     -   157,890.      507,170.      MT  (+/- 180 meters Scaled)
 MA0744
 MA0744                          SUPERSEDED SURVEY CONTROL
 MA0744
 MA0744  NGVD 29 (??/??/92)  599.225  (m)         1965.96   (f) ADJ UNCH    2 0
 MA0744
 MA0744.Superseded values are not recommended for survey control.
 MA0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0744.See file dsdata.txt to determine how the superseded data were derived.
 MA0744
 MA0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG781056(NAD 83)
 MA0744_MARKER: DB = BENCH MARK DISK
 MA0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0744_STAMPING: C 77 1935
 MA0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0744+STABILITY: SURFACE MOTION
 MA0744
 MA0744  HISTORY     - Date     Condition        Report By
 MA0744  HISTORY     - 1935     MONUMENTED       CGS
 MA0744  HISTORY     - 20040807 MARK NOT FOUND   USPSQD
 MA0744
 MA0744                          STATION DESCRIPTION
 MA0744
 MA0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0744'AT NANSEN.
 MA0744'AT NANSEN, ELK COUNTY, ABOUT 83 YARDS WEST OF THE BALTIMORE AND
 MA0744'OHIO RAILROAD STATION, 7 FEET WEST OF POLE 143+17, 30 FEET EAST
 MA0744'OF THE CENTER LINE OF A DIRT ROAD, 21 FEET SOUTH OF THE MAIN
 MA0744'TRACK, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 MA0744'C 77 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 MA0744'4 INCHES ABOVE GROUND.  NOTE-- BURIED 4 IN BELOW PRESENT GROUND
 MA0744'LEVEL.
 MA0744
 MA0744                          STATION RECOVERY (2004)
 MA0744
 MA0744'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0744'RAILROAD STATION WAS ABANDONED AND REMOVED. CONCRETE POST WAS FOUND
 MA0744'REMOVED AND LAYING IN A DRAINAGE DITCH. DISK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0788 ***********************************************************************
 MA0788  DESIGNATION -  C 78
 MA0788  PID         -  MA0788
 MA0788  STATE/COUNTY-  PA/FOREST
 MA0788  USGS QUAD   -  RUSSELL CITY (1983)
 MA0788
 MA0788                         *CURRENT SURVEY CONTROL
 MA0788  ___________________________________________________________________
 MA0788* NAD 83(1986)-  41 35 34.     (N)    078 58 15.     (W)     SCALED    
 MA0788* NAVD 88     -       501.471  (meters)    1645.24   (feet)  ADJUSTED  
 MA0788  ___________________________________________________________________
 MA0788  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 MA0788  DYNAMIC HT  -         501.252 (meters)    1644.52  (feet)  COMP
 MA0788  MODELED GRAV-     980,170.6   (mgal)                       NAVD 88
 MA0788
 MA0788  VERT ORDER  -  SECOND    CLASS 0
 MA0788
 MA0788.The horizontal coordinates were scaled from a topographic map and have
 MA0788.an estimated accuracy of +/- 6 seconds.
 MA0788
 MA0788.The orthometric height was determined by differential leveling
 MA0788.and adjusted by the National Geodetic Survey in June 1991..
 MA0788
 MA0788.The geoid height was determined by GEOID03.
 MA0788
 MA0788.The dynamic height is computed by dividing the NAVD 88
 MA0788.geopotential number by the normal gravity value computed on the
 MA0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0788.degrees latitude (g = 980.6199 gals.).
 MA0788
 MA0788.The modeled gravity was interpolated from observed gravity values.
 MA0788
 MA0788;                    North         East    Units  Estimated Accuracy
 MA0788;SPC PA N     -   159,090.      498,220.      MT  (+/- 180 meters Scaled)
 MA0788
 MA0788                          SUPERSEDED SURVEY CONTROL
 MA0788
 MA0788  NGVD 29 (??/??/92)  501.60   (m)         1645.7    (f) COMPUTED    2 0
 MA0788
 MA0788.Superseded values are not recommended for survey control.
 MA0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0788.See file dsdata.txt to determine how the superseded data were derived.
 MA0788
 MA0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG691065(NAD 83)
 MA0788_MARKER: DB = BENCH MARK DISK
 MA0788_SETTING: 66 = SET IN ROCK OUTCROP
 MA0788_SP_SET: ROCK OUTCROP
 MA0788_STAMPING: C 78 1935
 MA0788_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA0788+STABILITY: POSITION/ELEVATION WELL
 MA0788
 MA0788  HISTORY     - Date     Condition        Report By
 MA0788  HISTORY     - 1935     MONUMENTED       CGS
 MA0788  HISTORY     - 1936     GOOD             NGS
 MA0788
 MA0788                          STATION DESCRIPTION
 MA0788
 MA0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0788'2.8 MI N FROM SHEFFIELD JUNCTION.
 MA0788'ABOUT 2.8 MILES NORTH ALONG THE TIONESTA VALLEY RAILWAY FROM THE
 MA0788'STATION AT SHEFFIELD JUNCTION, FOREST COUNTY, 20 FEET NORTHWEST
 MA0788'OF A LARGE BOULDER ABOUT 8 FEET WEST OF THE CENTER LINE OF THE
 MA0788'TRACK, 31 FEET WEST OF THE CENTER LINE OF THE TRACK, IN THE TOP
 MA0788'OF A LARGE ROCK OUTCROP, AND ABOUT 2 FEET HIGHER THAN THE
 MA0788'TRACK.  A STANDARD DISK, STAMPED C 78 1935.
 MA0788
 MA0788                          STATION RECOVERY (1936)
 MA0788
 MA0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 MA0788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1127 ***********************************************************************
 LZ1127  DESIGNATION -  C 79
 LZ1127  PID         -  LZ1127
 LZ1127  STATE/COUNTY-  PA/LYCOMING
 LZ1127  USGS QUAD   -  JERSEY SHORE (1986)
 LZ1127
 LZ1127                         *CURRENT SURVEY CONTROL
 LZ1127  ___________________________________________________________________
 LZ1127* NAD 83(1986)-  41 12 09.     (N)    077 15 11.     (W)     SCALED    
 LZ1127* NAVD 88     -       167.798  (meters)     550.52   (feet)  ADJUSTED  
 LZ1127  ___________________________________________________________________
 LZ1127  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 LZ1127  DYNAMIC HT  -         167.723 (meters)     550.27  (feet)  COMP
 LZ1127  MODELED GRAV-     980,174.2   (mgal)                       NAVD 88
 LZ1127
 LZ1127  VERT ORDER  -  SECOND    CLASS 0
 LZ1127
 LZ1127.The horizontal coordinates were scaled from a topographic map and have
 LZ1127.an estimated accuracy of +/- 6 seconds.
 LZ1127
 LZ1127.The orthometric height was determined by differential leveling
 LZ1127.and adjusted by the National Geodetic Survey in June 1991..
 LZ1127
 LZ1127.The geoid height was determined by GEOID03.
 LZ1127
 LZ1127.The dynamic height is computed by dividing the NAVD 88
 LZ1127.geopotential number by the normal gravity value computed on the
 LZ1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1127.degrees latitude (g = 980.6199 gals.).
 LZ1127
 LZ1127.The modeled gravity was interpolated from observed gravity values.
 LZ1127
 LZ1127;                    North         East    Units  Estimated Accuracy
 LZ1127;SPC PA N     -   115,150.      641,680.      MT  (+/- 180 meters Scaled)
 LZ1127
 LZ1127                          SUPERSEDED SURVEY CONTROL
 LZ1127
 LZ1127  NGVD 29 (??/??/92)  167.996  (m)          551.17   (f) ADJ UNCH    2 0
 LZ1127
 LZ1127.Superseded values are not recommended for survey control.
 LZ1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1127.See file dsdata.txt to determine how the superseded data were derived.
 LZ1127
 LZ1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL110636(NAD 83)
 LZ1127_MARKER: DB = BENCH MARK DISK
 LZ1127_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1127_SP_SET: ABUTMENT
 LZ1127_STAMPING: C 79 1935
 LZ1127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1127
 LZ1127  HISTORY     - Date     Condition        Report By
 LZ1127  HISTORY     - 1935     MONUMENTED       CGS
 LZ1127  HISTORY     - 1968     GOOD             NGS
 LZ1127
 LZ1127                          STATION DESCRIPTION
 LZ1127
 LZ1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ1127'AT JERSEY SHORE.
 LZ1127'AT JERSEY SHORE, LYCOMING COUNTY, ON STATE HIGHWAY 44, ABOUT 115
 LZ1127'FEET EAST OF THE CENTER OF THE JUNCTION OF U.S. HIGHWAY 220,
 LZ1127'AT A 2-SPAN TRUSS BRIDGE OVER THE SUSQUEHANNA RIVER, AT THE
 LZ1127'SOUTH END OF THE WEST ABUTMENT, IN THE TOP OF A POST OF THE
 LZ1127'WING WALL PARAPET, 18 FEET SOUTH OF THE CENTER LINE OF THE
 LZ1127'HIGHWAY, AND ABOUT 5 FEET ABOVE THE ROADWAY.  A STANARD DISK,
 LZ1127'STAMPED C 79 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2330 ***********************************************************************
 MA2330  DESIGNATION -  C 8 USGS 1967
 MA2330  PID         -  MA2330
 MA2330  STATE/COUNTY-  PA/MCKEAN
 MA2330  USGS QUAD   -  BRADFORD (1983)
 MA2330
 MA2330                         *CURRENT SURVEY CONTROL
 MA2330  ___________________________________________________________________
 MA2330* NAD 83(1992)-  41 52 48.93052(N)    078 41 57.84636(W)     ADJUSTED  
 MA2330* NAVD 88     -       686.35   (+/-2cm)    2251.8    (feet)  VERTCON   
 MA2330  ___________________________________________________________________
 MA2330  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 MA2330  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 MA2330
 MA2330  HORZ ORDER  -  SECOND
 MA2330  VERT ORDER  -  THIRD ? (See Below)
 MA2330
 MA2330.The horizontal coordinates were established by classical geodetic methods
 MA2330.and adjusted by the National Geodetic Survey in June 2002..
 MA2330
 MA2330.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2330.The vertical order pertains to the NGVD 29 superseded value.
 MA2330
 MA2330.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2330
 MA2330.The geoid height was determined by GEOID03.
 MA2330
 MA2330;                    North         East     Units Scale Factor Converg.
 MA2330;SPC PA N     -   190,737.067   521,196.459   MT  0.99998942   -0 37 41.0
 MA2330;SPC PA N     -   625,776.53  1,709,958.72   sFT  0.99998942   -0 37 41.0
 MA2330;UTM  17      - 4,639,040.785   690,892.523   MT  1.00004842   +1 32 10.6
 MA2330
 MA2330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2330!SPC PA N     -   0.99989739  x   0.99998942  =   0.99988681
 MA2330!UTM  17      -   0.99989739  x   1.00004842  =   0.99994580
 MA2330
 MA2330                          SUPERSEDED SURVEY CONTROL
 MA2330
 MA2330  NAD 83(1996)-  41 52 48.93066(N)    078 41 57.84624(W) AD(       ) 2
 MA2330  NAD 83(1986)-  41 52 48.93249(N)    078 41 57.84445(W) AD(       ) 2
 MA2330  NAD 27      -  41 52 48.70737(N)    078 41 58.73986(W) AD(       ) 2
 MA2330  NGVD 29 (07/19/86)  686.47   (m)         2252.2    (f) LEVELING    3  
 MA2330
 MA2330.Superseded values are not recommended for survey control.
 MA2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2330.See file dsdata.txt to determine how the superseded data were derived.
 MA2330
 MA2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG9089339041(NAD 83)
 MA2330_MARKER: Z = SEE DESCRIPTION
 MA2330_SETTING: 0 = UNSPECIFIED SETTING
 MA2330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA2330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA2330+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2006
 MA2330
 MA2330  HISTORY     - Date     Condition        Report By
 MA2330  HISTORY     - 1967     MONUMENTED       USGS
 MA2330  HISTORY     - 20040309 GOOD             USPSQD
 MA2330  HISTORY     - 20060327 GOOD             USPSQD
 MA2330
 MA2330                          STATION DESCRIPTION
 MA2330
 MA2330'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JLC)
 MA2330'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHWEST OF THE BRADFORD
 MA2330'REGIONAL AIRPORT, 7 MILES SOUTHWEST OF BRADFORD, 3-3/4 MILES
 MA2330'NORTHEAST OF MARSHBURG, 3 MILES SOUTHWEST OF CUSTER CITY AND 2-1/4
 MA2330'MILES WEST NORTHWEST OF LEWIS RUN.
 MA2330'
 MA2330'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 219 AND STATE
 MA2330'HIGHWAY 770 IN CUSTER CITY, GO SOUTHWEST ON STATE 770 FOR
 MA2330'3.35 MILES TO THE STATION ON THE LEFT.
 MA2330'
 MA2330'THE STATION IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED C 8
 MA2330'1924 ELEV. 2252 FT., CEMENTED IN A DRILL HOLE IN OUTCROPPING
 MA2330'BEDROCK FLUSH WITH THE GROUND.  IT IS 74 FEET SOUTHEAST OF THE CENTER
 MA2330'OF STATE HIGHWAY 770, 59 FEET EAST-SOUTHEAST OF TELEPHONE
 MA2330'POLE NO. 161 OVER 118 AND 12 FEET SOUTH OF POWER LINE POLE NO. 46
 MA2330'(THE SOUTHEAST ONE OF 2 POWER LINE POLES WHICH ARE NUMBERED THE
 MA2330'SAME).
 MA2330'
 MA2330'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CUSTER 1967,
 MA2330'THE DISTANCE BEING (163.23 FEET) 49.142 METERS.
 MA2330
 MA2330                          STATION RECOVERY (2004)
 MA2330
 MA2330'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA2330'RECOVERED IN GOOD CONDITION.
 MA2330
 MA2330                          STATION RECOVERY (2006)
 MA2330
 MA2330'RECOVERY NOTE BY US POWER SQUADRON 2006 (SG)
 MA2330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0818 ***********************************************************************
 LZ0818  DESIGNATION -  C 80
 LZ0818  PID         -  LZ0818
 LZ0818  STATE/COUNTY-  PA/LYCOMING
 LZ0818  USGS QUAD   -  LIBERTY (1986)
 LZ0818
 LZ0818                         *CURRENT SURVEY CONTROL
 LZ0818  ___________________________________________________________________
 LZ0818* NAD 83(1986)-  41 31 26.     (N)    077 07 15.     (W)     SCALED    
 LZ0818* NAVD 88     -       427.525  (meters)    1402.64   (feet)  ADJUSTED  
 LZ0818  ___________________________________________________________________
 LZ0818  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 LZ0818  DYNAMIC HT  -         427.334 (meters)    1402.01  (feet)  COMP
 LZ0818  MODELED GRAV-     980,162.8   (mgal)                       NAVD 88
 LZ0818
 LZ0818  VERT ORDER  -  SECOND    CLASS 0
 LZ0818
 LZ0818.The horizontal coordinates were scaled from a topographic map and have
 LZ0818.an estimated accuracy of +/- 6 seconds.
 LZ0818
 LZ0818.The orthometric height was determined by differential leveling
 LZ0818.and adjusted by the National Geodetic Survey in June 1991..
 LZ0818
 LZ0818.The geoid height was determined by GEOID03.
 LZ0818
 LZ0818.The dynamic height is computed by dividing the NAVD 88
 LZ0818.geopotential number by the normal gravity value computed on the
 LZ0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0818.degrees latitude (g = 980.6199 gals.).
 LZ0818
 LZ0818.The modeled gravity was interpolated from observed gravity values.
 LZ0818
 LZ0818;                    North         East    Units  Estimated Accuracy
 LZ0818;SPC PA N     -   150,920.      652,510.      MT  (+/- 180 meters Scaled)
 LZ0818
 LZ0818                          SUPERSEDED SURVEY CONTROL
 LZ0818
 LZ0818  NGVD 29 (??/??/92)  427.71   (m)         1403.2    (f) COMPUTED    2 0
 LZ0818
 LZ0818.Superseded values are not recommended for survey control.
 LZ0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0818.See file dsdata.txt to determine how the superseded data were derived.
 LZ0818
 LZ0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL230990(NAD 83)
 LZ0818_MARKER: DB = BENCH MARK DISK
 LZ0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0818_STAMPING: C 80 1935
 LZ0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0818+STABILITY: SURFACE MOTION
 LZ0818
 LZ0818  HISTORY     - Date     Condition        Report By
 LZ0818  HISTORY     - 1935     MONUMENTED       CGS
 LZ0818  HISTORY     - 1968     GOOD             NGS
 LZ0818
 LZ0818                          STATION DESCRIPTION
 LZ0818
 LZ0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0818'2.8 MI S FROM LIBERTY.
 LZ0818'IN LYCOMING COUNTY, ABOUT 2.8 MILES SOUTH ALONG U.S. HIGHWAY 15
 LZ0818'FROM LIBERTY, TIOGA COUNTY, AT STATION 6/60+50, AT THE EDGE OF A
 LZ0818'HAY FIELD, 21 FEET EAST OF THE CENTER LINE OF A WIRE FENCE, AND
 LZ0818'ABOUT LEVEL WITH THE ROADWAY.  A STANDARD DISK, STAMPED C 80
 LZ0818'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4
 LZ0818'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0564 ***********************************************************************
 LZ0564  DESIGNATION -  C 81
 LZ0564  PID         -  LZ0564
 LZ0564  STATE/COUNTY-  PA/BRADFORD
 LZ0564  USGS QUAD   -  EAST TROY (1969)
 LZ0564
 LZ0564                         *CURRENT SURVEY CONTROL
 LZ0564  ___________________________________________________________________
 LZ0564* NAD 83(1986)-  41 46 35.     (N)    076 44 56.     (W)     SCALED    
 LZ0564* NAVD 88     -       315.625  (meters)    1035.51   (feet)  ADJUSTED  
 LZ0564  ___________________________________________________________________
 LZ0564  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 LZ0564  DYNAMIC HT  -         315.497 (meters)    1035.09  (feet)  COMP
 LZ0564  MODELED GRAV-     980,206.9   (mgal)                       NAVD 88
 LZ0564
 LZ0564  VERT ORDER  -  SECOND    CLASS 0
 LZ0564
 LZ0564.The horizontal coordinates were scaled from a topographic map and have
 LZ0564.an estimated accuracy of +/- 6 seconds.
 LZ0564
 LZ0564.The orthometric height was determined by differential leveling
 LZ0564.and adjusted by the National Geodetic Survey in June 1991..
 LZ0564
 LZ0564.The geoid height was determined by GEOID03.
 LZ0564
 LZ0564.The dynamic height is computed by dividing the NAVD 88
 LZ0564.geopotential number by the normal gravity value computed on the
 LZ0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0564.degrees latitude (g = 980.6199 gals.).
 LZ0564
 LZ0564.The modeled gravity was interpolated from observed gravity values.
 LZ0564
 LZ0564;                    North         East    Units  Estimated Accuracy
 LZ0564;SPC PA N     -   179,250.      683,230.      MT  (+/- 180 meters Scaled)
 LZ0564
 LZ0564                          SUPERSEDED SURVEY CONTROL
 LZ0564
 LZ0564  NGVD 29 (??/??/92)  315.783  (m)         1036.03   (f) ADJ UNCH    2 0
 LZ0564
 LZ0564.Superseded values are not recommended for survey control.
 LZ0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0564.See file dsdata.txt to determine how the superseded data were derived.
 LZ0564
 LZ0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM546264(NAD 83)
 LZ0564_MARKER: DB = BENCH MARK DISK
 LZ0564_SETTING: 80 = SET IN A BOULDER
 LZ0564_SP_SET: BOULDER
 LZ0564_STAMPING: C 81 1935
 LZ0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0564+STABILITY: SURFACE MOTION
 LZ0564
 LZ0564  HISTORY     - Date     Condition        Report By
 LZ0564  HISTORY     - 1935     MONUMENTED       CGS
 LZ0564  HISTORY     - 1956     MARK NOT FOUND   NGS
 LZ0564
 LZ0564                          STATION DESCRIPTION
 LZ0564
 LZ0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0564'2.5 MI E FROM TROY.
 LZ0564'2.5 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE PENNSYLVANIA
 LZ0564'RAILROAD STATION AT TROY, BRADFORD COUNTY, AT STATION 4/33+17,
 LZ0564'ABOUT 51 FEET WEST OF THE NORTHEAST CORNER OF A WIRE FENCE,
 LZ0564'OPPOSITE THE E.W. JENNINGS 1-1/2-STORY WHITE FRAME HOUSE, 28
 LZ0564'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 4 FEET SOUTH OF
 LZ0564'THE WIRE FENCE, IN A PASTURE, IN THE TOP OF A 6- BY 9-FOOT
 LZ0564'SANDSTONE BOULDER, ABOUT 3 FEET HIGHER THAN THE ROADWAY, AND
 LZ0564'ABOUT 1-1/2 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED C 81
 LZ0564'1935.
 LZ0564
 LZ0564                          STATION RECOVERY (1956)
 LZ0564
 LZ0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 LZ0564'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0598 ***********************************************************************
 LZ0598  DESIGNATION -  C 82
 LZ0598  PID         -  LZ0598
 LZ0598  STATE/COUNTY-  PA/BRADFORD
 LZ0598  USGS QUAD   -  LEROY (1983)
 LZ0598
 LZ0598                         *CURRENT SURVEY CONTROL
 LZ0598  ___________________________________________________________________
 LZ0598* NAD 83(1986)-  41 39 39.     (N)    076 42 00.     (W)     SCALED    
 LZ0598* NAVD 88     -       502.546  (meters)    1648.77   (feet)  ADJUSTED  
 LZ0598  ___________________________________________________________________
 LZ0598  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 LZ0598  DYNAMIC HT  -         502.335 (meters)    1648.08  (feet)  COMP
 LZ0598  MODELED GRAV-     980,186.9   (mgal)                       NAVD 88
 LZ0598
 LZ0598  VERT ORDER  -  SECOND    CLASS 0
 LZ0598
 LZ0598.The horizontal coordinates were scaled from a topographic map and have
 LZ0598.an estimated accuracy of +/- 6 seconds.
 LZ0598
 LZ0598.The orthometric height was determined by differential leveling
 LZ0598.and adjusted by the National Geodetic Survey in June 1991..
 LZ0598
 LZ0598.The geoid height was determined by GEOID03.
 LZ0598
 LZ0598.The dynamic height is computed by dividing the NAVD 88
 LZ0598.geopotential number by the normal gravity value computed on the
 LZ0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0598.degrees latitude (g = 980.6199 gals.).
 LZ0598
 LZ0598.The modeled gravity was interpolated from observed gravity values.
 LZ0598
 LZ0598;                    North         East    Units  Estimated Accuracy
 LZ0598;SPC PA N     -   166,470.      687,450.      MT  (+/- 180 meters Scaled)
 LZ0598
 LZ0598                          SUPERSEDED SURVEY CONTROL
 LZ0598
 LZ0598  NGVD 29 (??/??/92)  502.734  (m)         1649.39   (f) ADJ UNCH    2 0
 LZ0598
 LZ0598.Superseded values are not recommended for survey control.
 LZ0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0598.See file dsdata.txt to determine how the superseded data were derived.
 LZ0598
 LZ0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM584135(NAD 83)
 LZ0598_MARKER: DB = BENCH MARK DISK
 LZ0598_SETTING: 66 = SET IN ROCK OUTCROP
 LZ0598_SP_SET: ROCK LEDGE
 LZ0598_STAMPING: C 82 1935
 LZ0598_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ0598+STABILITY: POSITION/ELEVATION WELL
 LZ0598
 LZ0598  HISTORY     - Date     Condition        Report By
 LZ0598  HISTORY     - 1935     MONUMENTED       CGS
 LZ0598
 LZ0598                          STATION DESCRIPTION
 LZ0598
 LZ0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0598'1.3 MI SE FROM LE ROY.
 LZ0598'1.3 MILES SOUTHEAST ALONG TOWNSHIP ROAD 326 FROM LE ROY, BRADFORD
 LZ0598'COUNTY, 39 FEET FROM THE CENTER LINE OF THE ROAD, AT THE EAST
 LZ0598'SIDE OF A WATERFALL, IN A SANDSTONE LEDGE, 5 FEET NORTH OF THE
 LZ0598'CORNER OF A ROCK LEDGE, 6-1/2 FEET HIGHER THAN THE SHELF AT THE
 LZ0598'CORNER, AND ABOUT 11 FEET HIGHER THAN THE ROADWAY.  A STANDARD
 LZ0598'DISK, STAMPED C 82 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0065 ***********************************************************************
 MB0065  DESIGNATION -  C 85
 MB0065  PID         -  MB0065
 MB0065  STATE/COUNTY-  PA/CRAWFORD
 MB0065  USGS QUAD   -  COCHRANTON (1973)
 MB0065
 MB0065                         *CURRENT SURVEY CONTROL
 MB0065  ___________________________________________________________________
 MB0065* NAD 83(1986)-  41 30 10.     (N)    080 02 14.     (W)     SCALED    
 MB0065* NAVD 88     -       321.844  (meters)    1055.92   (feet)  ADJUSTED  
 MB0065  ___________________________________________________________________
 MB0065  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 MB0065  DYNAMIC HT  -         321.708 (meters)    1055.47  (feet)  COMP
 MB0065  MODELED GRAV-     980,193.7   (mgal)                       NAVD 88
 MB0065
 MB0065  VERT ORDER  -  SECOND    CLASS 0
 MB0065
 MB0065.The horizontal coordinates were scaled from a topographic map and have
 MB0065.an estimated accuracy of +/- 6 seconds.
 MB0065
 MB0065.The orthometric height was determined by differential leveling
 MB0065.and adjusted by the National Geodetic Survey in June 1991..
 MB0065
 MB0065.The geoid height was determined by GEOID03.
 MB0065
 MB0065.The dynamic height is computed by dividing the NAVD 88
 MB0065.geopotential number by the normal gravity value computed on the
 MB0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0065.degrees latitude (g = 980.6199 gals.).
 MB0065
 MB0065.The modeled gravity was interpolated from observed gravity values.
 MB0065
 MB0065;                    North         East    Units  Estimated Accuracy
 MB0065;SPC PA N     -   150,900.      409,060.      MT  (+/- 180 meters Scaled)
 MB0065
 MB0065                          SUPERSEDED SURVEY CONTROL
 MB0065
 MB0065  NGVD 29 (??/??/92)  322.021  (m)         1056.50   (f) ADJ UNCH    2 0
 MB0065
 MB0065.Superseded values are not recommended for survey control.
 MB0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0065.See file dsdata.txt to determine how the superseded data were derived.
 MB0065
 MB0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF803950(NAD 83)
 MB0065_MARKER: DB = BENCH MARK DISK
 MB0065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0065_SP_SET: CULVERT
 MB0065_STAMPING: C 85 1935
 MB0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0065
 MB0065  HISTORY     - Date     Condition        Report By
 MB0065  HISTORY     - 1935     MONUMENTED       CGS
 MB0065
 MB0065                          STATION DESCRIPTION
 MB0065
 MB0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MB0065'1.5 MI S FROM COCHRANTON.
 MB0065'1.5 MILES SOUTH ALONG THE ERIE RAILROAD FROM THE STATION AT
 MB0065'COCHRANTON, AT A 6-FOOT CONCRETE-BOX CULVERT NO. 5-1926, IN THE
 MB0065'TOP OF THE SOUTH END OF THE EAST COPING, 5 FEET EAST OF THE EAST
 MB0065'RAIL, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK,
 MB0065'STAMPED C 85 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1499 ***********************************************************************
 LY1499  DESIGNATION -  C 85
 LY1499  PID         -  LY1499
 LY1499  STATE/COUNTY-  PA/MONROE
 LY1499  USGS QUAD   -  BLAKESLEE (1992)
 LY1499
 LY1499                         *CURRENT SURVEY CONTROL
 LY1499  ___________________________________________________________________
 LY1499* NAD 83(1986)-  41 05 34.     (N)    075 35 37.     (W)     SCALED    
 LY1499* NAVD 88     -       510.815  (meters)    1675.90   (feet)  ADJUSTED  
 LY1499  ___________________________________________________________________
 LY1499  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 LY1499  DYNAMIC HT  -         510.563 (meters)    1675.07  (feet)  COMP
 LY1499  MODELED GRAV-     980,114.3   (mgal)                       NAVD 88
 LY1499
 LY1499  VERT ORDER  -  SECOND    CLASS 0
 LY1499
 LY1499.The horizontal coordinates were scaled from a topographic map and have
 LY1499.an estimated accuracy of +/- 6 seconds.
 LY1499
 LY1499.The orthometric height was determined by differential leveling
 LY1499.and adjusted by the National Geodetic Survey in June 1991..
 LY1499
 LY1499.The geoid height was determined by GEOID03.
 LY1499
 LY1499.The dynamic height is computed by dividing the NAVD 88
 LY1499.geopotential number by the normal gravity value computed on the
 LY1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1499.degrees latitude (g = 980.6199 gals.).
 LY1499
 LY1499.The modeled gravity was interpolated from observed gravity values.
 LY1499
 LY1499;                    North         East    Units  Estimated Accuracy
 LY1499;SPC PA N     -   105,100.      781,150.      MT  (+/- 180 meters Scaled)
 LY1499
 LY1499                          SUPERSEDED SURVEY CONTROL
 LY1499
 LY1499  NGVD 29 (??/??/92)  511.006  (m)         1676.53   (f) ADJ UNCH    2 0
 LY1499
 LY1499.Superseded values are not recommended for survey control.
 LY1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1499.See file dsdata.txt to determine how the superseded data were derived.
 LY1499
 LY1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL501492(NAD 83)
 LY1499_MARKER: DB = BENCH MARK DISK
 LY1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1499_STAMPING: C 85
 LY1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1499+STABILITY: SURFACE MOTION
 LY1499
 LY1499  HISTORY     - Date     Condition        Report By
 LY1499  HISTORY     - UNK      MONUMENTED       USGS
 LY1499  HISTORY     - 1959     GOOD             NGS
 LY1499  HISTORY     - 1985     GOOD             NGS
 LY1499  HISTORY     - 20030707 MARK NOT FOUND   PADT
 LY1499
 LY1499                          STATION DESCRIPTION
 LY1499
 LY1499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LY1499'AT BLAKESLEE CORNER.
 LY1499'AT BLAKESLEE CORNER UNDER THE FRONT PORCH OF THE COMMUNITY BUILDING,
 LY1499'NORTH OF THE CENTERLINE OF STATE HIGHWAY NO 940, WEST OF THE
 LY1499'CENTERLINE OF STATE HIGHWAY NO 115, THE PORCH HAS A SQUARE CUT
 LY1499'OUT OF IT AND THE BOARDS ARE NOW COVERED WITH TIN SO THAT IT
 LY1499'IS ACCESSIBLE, COULD NOT MAKE OUT THE STAMPING BECAUSE OF THE
 LY1499'BEAT UP CONDITION OF THE DISK AND THE DARKNESS UNDER THE PORCH.
 LY1499
 LY1499                          STATION RECOVERY (1985)
 LY1499
 LY1499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LY1499'RECOVERED IN GOOD CONDITION.
 LY1499
 LY1499                          STATION RECOVERY (2003)
 LY1499
 LY1499'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 LY1499'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1551 ***********************************************************************
 MA1551  DESIGNATION -  C 86
 MA1551  PID         -  MA1551
 MA1551  STATE/COUNTY-  PA/CRAWFORD
 MA1551  USGS QUAD   -  TITUSVILLE NORTH (1973)
 MA1551
 MA1551                         *CURRENT SURVEY CONTROL
 MA1551  ___________________________________________________________________
 MA1551* NAD 83(1986)-  41 37 31.     (N)    079 40 31.     (W)     SCALED    
 MA1551* NAVD 88     -       362.611  (meters)    1189.67   (feet)  ADJUSTED  
 MA1551  ___________________________________________________________________
 MA1551  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 MA1551  DYNAMIC HT  -         362.460 (meters)    1189.17  (feet)  COMP
 MA1551  MODELED GRAV-     980,197.0   (mgal)                       NAVD 88
 MA1551
 MA1551  VERT ORDER  -  SECOND    CLASS 0
 MA1551
 MA1551.The horizontal coordinates were scaled from a topographic map and have
 MA1551.an estimated accuracy of +/- 6 seconds.
 MA1551
 MA1551.The orthometric height was determined by differential leveling
 MA1551.and adjusted by the National Geodetic Survey in June 1991..
 MA1551.WARNING-Repeat measurements at this control monument indicate possible
 MA1551.vertical movement.
 MA1551
 MA1551.The geoid height was determined by GEOID03.
 MA1551
 MA1551.The dynamic height is computed by dividing the NAVD 88
 MA1551.geopotential number by the normal gravity value computed on the
 MA1551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1551.degrees latitude (g = 980.6199 gals.).
 MA1551
 MA1551.The modeled gravity was interpolated from observed gravity values.
 MA1551
 MA1551;                    North         East    Units  Estimated Accuracy
 MA1551;SPC PA N     -   163,770.      439,580.      MT  (+/- 180 meters Scaled)
 MA1551
 MA1551                          SUPERSEDED SURVEY CONTROL
 MA1551
 MA1551  NGVD 29 (??/??/92)  362.778  (m)         1190.21   (f) ADJ UNCH    2 0
 MA1551
 MA1551.Superseded values are not recommended for survey control.
 MA1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1551.See file dsdata.txt to determine how the superseded data were derived.
 MA1551
 MA1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG103090(NAD 83)
 MA1551_MARKER: DB = BENCH MARK DISK
 MA1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1551_STAMPING: C 86 1935
 MA1551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1551+STABILITY: SURFACE MOTION
 MA1551
 MA1551  HISTORY     - Date     Condition        Report By
 MA1551  HISTORY     - 1935     MONUMENTED       CGS
 MA1551  HISTORY     - 1967     GOOD             NGS
 MA1551
 MA1551                          STATION DESCRIPTION
 MA1551
 MA1551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1551'AT TITUSVILLE.
 MA1551'AT TITUSVILLE, CRAWFORD COUNTY, 40 FEET NORTHEAST OF THE
 MA1551'NORTHEAST CORNER OF THE PENNSYLVANIA RAILROAD STATION, ABOUT
 MA1551'84 FEET EAST OF THE EAST RAIL, 24 FEET EAST OF A 30-INCH
 MA1551'MAPLE TREE, 10 FEET NORTH OF THE SOUTHWEST CORNER OF A SHED, 6 FEET
 MA1551'WEST OF THE WEST WALL OF THE TITUSVILLE IRON WORKS FLASK SHED,
 MA1551'AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 MA1551'C 86 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MA1551'ABOUT 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1374 ***********************************************************************
 MA1374  DESIGNATION -  C 87
 MA1374  PID         -  MA1374
 MA1374  STATE/COUNTY-  PA/VENANGO
 MA1374  USGS QUAD   -  UTICA (1977)
 MA1374
 MA1374                         *CURRENT SURVEY CONTROL
 MA1374  ___________________________________________________________________
 MA1374* NAD 83(1986)-  41 23 48.     (N)    079 54 40.     (W)     SCALED    
 MA1374* NAVD 88     -       351.769  (meters)    1154.10   (feet)  ADJUSTED  
 MA1374  ___________________________________________________________________
 MA1374  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 MA1374  DYNAMIC HT  -         351.614 (meters)    1153.59  (feet)  COMP
 MA1374  MODELED GRAV-     980,175.2   (mgal)                       NAVD 88
 MA1374
 MA1374  VERT ORDER  -  SECOND    CLASS 0
 MA1374
 MA1374.The horizontal coordinates were scaled from a topographic map and have
 MA1374.an estimated accuracy of +/- 6 seconds.
 MA1374
 MA1374.The orthometric height was determined by differential leveling
 MA1374.and adjusted by the National Geodetic Survey in June 1991..
 MA1374
 MA1374.The geoid height was determined by GEOID03.
 MA1374
 MA1374.The dynamic height is computed by dividing the NAVD 88
 MA1374.geopotential number by the normal gravity value computed on the
 MA1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1374.degrees latitude (g = 980.6199 gals.).
 MA1374
 MA1374.The modeled gravity was interpolated from observed gravity values.
 MA1374
 MA1374;                    North         East    Units  Estimated Accuracy
 MA1374;SPC PA N     -   138,850.      419,300.      MT  (+/- 180 meters Scaled)
 MA1374
 MA1374                          SUPERSEDED SURVEY CONTROL
 MA1374
 MA1374  NGVD 29 (??/??/92)  351.937  (m)         1154.65   (f) ADJ UNCH    2 0
 MA1374
 MA1374.Superseded values are not recommended for survey control.
 MA1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1374.See file dsdata.txt to determine how the superseded data were derived.
 MA1374
 MA1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF910833(NAD 83)
 MA1374_MARKER: DB = BENCH MARK DISK
 MA1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1374_STAMPING: C 87 1935
 MA1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1374+STABILITY: SURFACE MOTION
 MA1374
 MA1374  HISTORY     - Date     Condition        Report By
 MA1374  HISTORY     - 1935     MONUMENTED       CGS
 MA1374
 MA1374                          STATION DESCRIPTION
 MA1374
 MA1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA1374'AT NILES.
 MA1374'AT NILES, VENANGO COUNTY, ABOUT 400 FEET NORTH OF THE NEW YORK
 MA1374'CENTRAL RAILROAD STATION, ABOUT 100 FEET EAST OF A DIRT-ROAD
 MA1374'CROSSING, ABOUT 95 FEET EAST OF THE EAST RAIL, 37 FEET SOUTH OF
 MA1374'THE CENTER LINE OF THE ROAD, 20 FEET SOUTHWEST OF POLE FS 200,
 MA1374'AND 2 FEET WEST OF THE WIRE FENCE.  A STANDARD DISK, STAMPED C
 MA1374'87 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 MA1374'4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1118 ***********************************************************************
 MA1118  DESIGNATION -  C 88
 MA1118  PID         -  MA1118
 MA1118  STATE/COUNTY-  PA/FOREST
 MA1118  USGS QUAD   -  TIONESTA (1973)
 MA1118
 MA1118                         *CURRENT SURVEY CONTROL
 MA1118  ___________________________________________________________________
 MA1118* NAD 83(1986)-  41 29 38.     (N)    079 27 43.     (W)     SCALED    
 MA1118* NAVD 88     -       322.365  (meters)    1057.63   (feet)  ADJUSTED  
 MA1118  ___________________________________________________________________
 MA1118  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MA1118  DYNAMIC HT  -         322.225 (meters)    1057.17  (feet)  COMP
 MA1118  MODELED GRAV-     980,181.1   (mgal)                       NAVD 88
 MA1118
 MA1118  VERT ORDER  -  SECOND    CLASS 0
 MA1118
 MA1118.The horizontal coordinates were scaled from a topographic map and have
 MA1118.an estimated accuracy of +/- 6 seconds.
 MA1118
 MA1118.The orthometric height was determined by differential leveling
 MA1118.and adjusted by the National Geodetic Survey in June 1991..
 MA1118
 MA1118.The geoid height was determined by GEOID03.
 MA1118
 MA1118.The dynamic height is computed by dividing the NAVD 88
 MA1118.geopotential number by the normal gravity value computed on the
 MA1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1118.degrees latitude (g = 980.6199 gals.).
 MA1118
 MA1118.The modeled gravity was interpolated from observed gravity values.
 MA1118
 MA1118;                    North         East    Units  Estimated Accuracy
 MA1118;SPC PA N     -   148,810.      457,060.      MT  (+/- 180 meters Scaled)
 MA1118
 MA1118                          SUPERSEDED SURVEY CONTROL
 MA1118
 MA1118  NGVD 29 (??/??/92)  322.538  (m)         1058.19   (f) ADJ UNCH    2 0
 MA1118
 MA1118.Superseded values are not recommended for survey control.
 MA1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1118.See file dsdata.txt to determine how the superseded data were derived.
 MA1118
 MA1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF283947(NAD 83)
 MA1118_MARKER: DB = BENCH MARK DISK
 MA1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1118_STAMPING: C 88 1935
 MA1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1118+STABILITY: SURFACE MOTION
 MA1118
 MA1118  HISTORY     - Date     Condition        Report By
 MA1118  HISTORY     - 1935     MONUMENTED       CGS
 MA1118  HISTORY     - 1944     GOOD             NGS
 MA1118  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 MA1118
 MA1118                          STATION DESCRIPTION
 MA1118
 MA1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA1118'AT TIONESTA.
 MA1118'AT TIONESTA, FOREST COUNTY, 80 FEET SOUTH OF THE PENNSYLVANIA
 MA1118'RAILROAD STATION, ABOUT 300 FEET SOUTH OF THE GRADE CROSSING OF
 MA1118'STATE HIGHWAY 227, 50 FEET EAST OF THE CENTER LINE OF A DIRT
 MA1118'ROAD, 12 FEET SOUTH OF A WATER TANK, 22 FEET WEST OF THE WEST
 MA1118'RAIL OF THE MAIN TRACK, AND ABOUT 1 FOOT LOWER THAN THE TOP OF
 MA1118'THE RAIL.  A STANDARD DISK, STAMPED C 88 1935 AND SET IN THE TOP
 MA1118'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 MA1118'NOTE-- THE DIRT ROAD IS NOW PAVED AND IS U.S. HIGHWAY 62.  THIS
 MA1118'HIGHWAY CROSSES THE PENNSYLVANIA RAILROAD AT THE WEST END OF THE
 MA1118'ALLEGHENY RIVER BRIDGE AND THEN TURNS PARALLEL TO THE RAILROAD.
 MA1118'STATE HIGHWAY 36 (OLD 327) JOINS U.S. HIGHWAY 62 AT THE TURN.
 MA1118
 MA1118                          STATION RECOVERY (1944)
 MA1118
 MA1118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 MA1118'RECOVERED IN GOOD CONDITION.
 MA1118
 MA1118                          STATION RECOVERY (2003)
 MA1118
 MA1118'RECOVERY NOTE BY US POWER SQUADRON 2003 (WR)
 MA1118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1097 ***********************************************************************
 LZ1097  DESIGNATION -  C 90
 LZ1097  PID         -  LZ1097
 LZ1097  STATE/COUNTY-  PA/CLINTON
 LZ1097  USGS QUAD   -  LOCK HAVEN (1986)
 LZ1097
 LZ1097                         *CURRENT SURVEY CONTROL
 LZ1097  ___________________________________________________________________
 LZ1097* NAD 83(1986)-  41 11 59.     (N)    077 23 24.     (W)     SCALED    
 LZ1097* NAVD 88     -       280.598  (meters)     920.60   (feet)  ADJUSTED  
 LZ1097  ___________________________________________________________________
 LZ1097  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LZ1097  DYNAMIC HT  -         280.466 (meters)     920.16  (feet)  COMP
 LZ1097  MODELED GRAV-     980,146.3   (mgal)                       NAVD 88
 LZ1097
 LZ1097  VERT ORDER  -  SECOND    CLASS 0
 LZ1097
 LZ1097.The horizontal coordinates were scaled from a topographic map and have
 LZ1097.an estimated accuracy of +/- 6 seconds.
 LZ1097
 LZ1097.The orthometric height was determined by differential leveling
 LZ1097.and adjusted by the National Geodetic Survey in June 1991..
 LZ1097
 LZ1097.The geoid height was determined by GEOID03.
 LZ1097
 LZ1097.The dynamic height is computed by dividing the NAVD 88
 LZ1097.geopotential number by the normal gravity value computed on the
 LZ1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1097.degrees latitude (g = 980.6199 gals.).
 LZ1097
 LZ1097.The modeled gravity was interpolated from observed gravity values.
 LZ1097
 LZ1097;                    North         East    Units  Estimated Accuracy
 LZ1097;SPC PA N     -   114,790.      630,200.      MT  (+/- 180 meters Scaled)
 LZ1097
 LZ1097                          SUPERSEDED SURVEY CONTROL
 LZ1097
 LZ1097  NGVD 29 (??/??/92)  280.793  (m)          921.24   (f) ADJ UNCH    2 0
 LZ1097
 LZ1097.Superseded values are not recommended for survey control.
 LZ1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1097.See file dsdata.txt to determine how the superseded data were derived.
 LZ1097
 LZ1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL995636(NAD 83)
 LZ1097_MARKER: DB = BENCH MARK DISK
 LZ1097_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1097_SP_SET: FOUNDATION
 LZ1097_STAMPING: C 90 1935
 LZ1097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1097
 LZ1097  HISTORY     - Date     Condition        Report By
 LZ1097  HISTORY     - 1935     MONUMENTED       CGS
 LZ1097  HISTORY     - 1937     GOOD             NGS
 LZ1097
 LZ1097                          STATION DESCRIPTION
 LZ1097
 LZ1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ1097'3.3 MI N FROM MC ELHATTAN.
 LZ1097'3.3 MILES NORTH ALONG TOWNSHIP ROADS 18014 AND 18021 FROM
 LZ1097'MC ELHATTAN, AT HIGHWAY STATION 1/23+68, AT THE JOHN S. KNARR
 LZ1097'RESIDENCE, AT A 2 STORY GREY FRAME HOUSE, IN THE WEST STONE
 LZ1097'FOUNDATION, 6 INCHES SOUTH OF THE NORTHWEST CORNER, 27 FEET
 LZ1097'EAST OF THE CENTER LINE OF THE ROAD, AND LEVEL WITH THE ROADWAY.
 LZ1097'SET VERTICALLY.
 LZ1097
 LZ1097                          STATION RECOVERY (1937)
 LZ1097
 LZ1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 LZ1097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2088 ***********************************************************************
 LY2088  DESIGNATION -  C 90 RESET 1969
 LY2088  PID         -  LY2088
 LY2088  STATE/COUNTY-  PA/PIKE
 LY2088  USGS QUAD   -  MILFORD (1995)
 LY2088
 LY2088                         *CURRENT SURVEY CONTROL
 LY2088  ___________________________________________________________________
 LY2088* NAD 83(1986)-  41 20 53.     (N)    074 45 02.     (W)     SCALED    
 LY2088* NAVD 88     -       133.858  (meters)     439.17   (feet)  ADJUSTED  
 LY2088  ___________________________________________________________________
 LY2088  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 LY2088  DYNAMIC HT  -         133.803 (meters)     438.99  (feet)  COMP
 LY2088  MODELED GRAV-     980,213.1   (mgal)                       NAVD 88
 LY2088
 LY2088  VERT ORDER  -  FIRST     CLASS II
 LY2088
 LY2088.The horizontal coordinates were scaled from a topographic map and have
 LY2088.an estimated accuracy of +/- 6 seconds.
 LY2088
 LY2088.The orthometric height was determined by differential leveling
 LY2088.and adjusted by the National Geodetic Survey in June 1991..
 LY2088
 LY2088.The geoid height was determined by GEOID03.
 LY2088
 LY2088.The dynamic height is computed by dividing the NAVD 88
 LY2088.geopotential number by the normal gravity value computed on the
 LY2088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2088.degrees latitude (g = 980.6199 gals.).
 LY2088
 LY2088.The modeled gravity was interpolated from observed gravity values.
 LY2088
 LY2088;                    North         East    Units  Estimated Accuracy
 LY2088;SPC PA N     -   135,540.      850,970.      MT  (+/- 180 meters Scaled)
 LY2088
 LY2088                          SUPERSEDED SURVEY CONTROL
 LY2088
 LY2088.No superseded survey control is available for this station.
 LY2088
 LY2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL208774(NAD 83)
 LY2088_MARKER: DB = BENCH MARK DISK
 LY2088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY2088_SP_SET: CULVERT
 LY2088_STAMPING: C 90 RESET 1969
 LY2088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY2088
 LY2088  HISTORY     - Date     Condition        Report By
 LY2088  HISTORY     - 1969     MONUMENTED       CGS
 LY2088  HISTORY     - 1978     GOOD             NGS
 LY2088
 LY2088                          STATION DESCRIPTION
 LY2088
 LY2088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LY2088'3.2 MI NE FROM MILFORD.
 LY2088'3.2 MILES NORTHEAST ALONG STATE HIGHWAY 209 FROM THE COURTHOUSE
 LY2088'AT MILFORD, TO THE MARK ON THE LEFT, SET IN TOP OF THE NORTHWEST
 LY2088'END OF CONCRETE CULVERT UNDER INTERSTATE HIGHWAY 84 AND HIGHWAY 209,
 LY2088'263 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY 209, 82 FEET
 LY2088'NORTHEAST OF THE CENTER OF THE WEST BOUND LANES OF INTERSTATE 84,
 LY2088'19.5 FEET SOUTHEAST OF THE CENTER OF A CONCRETE PIPE, 2 FEET
 LY2088'NORTHEAST OF A HIGHWAY RIGHT AWAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0562 ***********************************************************************
 LY0562  DESIGNATION -  C 90=425 USGS
 LY0562  PID         -  LY0562
 LY0562  STATE/COUNTY-  PA/PIKE
 LY0562  USGS QUAD   -  PORT JERVIS SOUTH (1983)
 LY0562
 LY0562                         *CURRENT SURVEY CONTROL
 LY0562  ___________________________________________________________________
 LY0562* NAD 83(1986)-  41 21 12.     (N)    074 43 56.     (W)     SCALED    
 LY0562* NAVD 88     -       129.346  (meters)     424.36   (feet)  ADJUSTED  
 LY0562  ___________________________________________________________________
 LY0562  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LY0562  DYNAMIC HT  -         129.294 (meters)     424.19  (feet)  COMP
 LY0562  MODELED GRAV-     980,213.4   (mgal)                       NAVD 88
 LY0562
 LY0562  VERT ORDER  -  FIRST     CLASS II
 LY0562
 LY0562.The horizontal coordinates were scaled from a topographic map and have
 LY0562.an estimated accuracy of +/- 6 seconds.
 LY0562
 LY0562.The orthometric height was determined by differential leveling
 LY0562.and adjusted by the National Geodetic Survey in June 1991..
 LY0562
 LY0562.The geoid height was determined by GEOID03.
 LY0562
 LY0562.The dynamic height is computed by dividing the NAVD 88
 LY0562.geopotential number by the normal gravity value computed on the
 LY0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0562.degrees latitude (g = 980.6199 gals.).
 LY0562
 LY0562.The modeled gravity was interpolated from observed gravity values.
 LY0562
 LY0562;                    North         East    Units  Estimated Accuracy
 LY0562;SPC PA N     -   136,180.      852,480.      MT  (+/- 180 meters Scaled)
 LY0562
 LY0562                          SUPERSEDED SURVEY CONTROL
 LY0562
 LY0562  NGVD 29 (??/??/92)  129.525  (m)          424.95   (f) ADJ UNCH    1 2
 LY0562
 LY0562.Superseded values are not recommended for survey control.
 LY0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0562.See file dsdata.txt to determine how the superseded data were derived.
 LY0562
 LY0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL224780(NAD 83)
 LY0562_MARKER: DD = SURVEY DISK
 LY0562_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0562_SP_SET: BRIDGE
 LY0562_STAMPING: 425 C 90 1921
 LY0562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0562
 LY0562  HISTORY     - Date     Condition        Report By
 LY0562  HISTORY     - 1921     MONUMENTED       USGS
 LY0562  HISTORY     - 1956     GOOD             NGS
 LY0562  HISTORY     - 1978     MARK NOT FOUND   NGS
 LY0562
 LY0562                          STATION DESCRIPTION
 LY0562
 LY0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LY0562'2.3 MI SW FROM MATAMORAS.
 LY0562'1.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 209 FROM THE
 LY0562'PENNSYLVANIA END OF THE DELAWARE RIVER BRIDGE AT MATAMORAS,
 LY0562'THENCE 1.2 MILES SOUTHWEST ALONG THE OLD HIGHWAY, ABOUT 250
 LY0562'FEET NORTHWEST OF THE NEW HIGHWAY, ON TOP AND AT THE WEST END
 LY0562'OF THE NORTH CONCRETE CURBING OF A BRIDGE OVER A SMALL CREEK,
 LY0562'12 FEET NORTH OF THE CENTER LINE OF THE OLD HIGHWAY, 0.3 FOOT
 LY0562'EAST OF THE WEST END OF THE CURB AND 0.5 FOOT HIGHER THAN THE
 LY0562'BRIDGE FLOOR.
 LY0562
 LY0562                          STATION RECOVERY (1978)
 LY0562
 LY0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LY0562'NOT RECOVERED.  MAY 15, 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0827 ***********************************************************************
 LZ0827  DESIGNATION -  C 91
 LZ0827  PID         -  LZ0827
 LZ0827  STATE/COUNTY-  PA/TIOGA
 LZ0827  USGS QUAD   -  LIBERTY (1986)
 LZ0827
 LZ0827                         *CURRENT SURVEY CONTROL
 LZ0827  ___________________________________________________________________
 LZ0827* NAD 83(1986)-  41 34 53.     (N)    077 03 27.     (W)     SCALED    
 LZ0827* NAVD 88     -       540.693  (meters)    1773.92   (feet)  ADJUSTED  
 LZ0827  ___________________________________________________________________
 LZ0827  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 LZ0827  DYNAMIC HT  -         540.443 (meters)    1773.10  (feet)  COMP
 LZ0827  MODELED GRAV-     980,142.9   (mgal)                       NAVD 88
 LZ0827
 LZ0827  VERT ORDER  -  SECOND    CLASS 0
 LZ0827
 LZ0827.The horizontal coordinates were scaled from a topographic map and have
 LZ0827.an estimated accuracy of +/- 6 seconds.
 LZ0827
 LZ0827.The orthometric height was determined by differential leveling
 LZ0827.and adjusted by the National Geodetic Survey in June 1991..
 LZ0827
 LZ0827.The geoid height was determined by GEOID03.
 LZ0827
 LZ0827.The dynamic height is computed by dividing the NAVD 88
 LZ0827.geopotential number by the normal gravity value computed on the
 LZ0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0827.degrees latitude (g = 980.6199 gals.).
 LZ0827
 LZ0827.The modeled gravity was interpolated from observed gravity values.
 LZ0827
 LZ0827;                    North         East    Units  Estimated Accuracy
 LZ0827;SPC PA N     -   157,340.      657,750.      MT  (+/- 180 meters Scaled)
 LZ0827
 LZ0827                          SUPERSEDED SURVEY CONTROL
 LZ0827
 LZ0827  NGVD 29 (??/??/92)  540.839  (m)         1774.40   (f) ADJ UNCH    2 0
 LZ0827
 LZ0827.Superseded values are not recommended for survey control.
 LZ0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0827.See file dsdata.txt to determine how the superseded data were derived.
 LZ0827
 LZ0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM284053(NAD 83)
 LZ0827_MARKER: DB = BENCH MARK DISK
 LZ0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0827_STAMPING: C 91 1935
 LZ0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0827+STABILITY: SURFACE MOTION
 LZ0827
 LZ0827  HISTORY     - Date     Condition        Report By
 LZ0827  HISTORY     - 1935     MONUMENTED       CGS
 LZ0827
 LZ0827                          STATION DESCRIPTION
 LZ0827
 LZ0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0827'2.7 MI E FROM LIBERTY.
 LZ0827'2.7 MILES EAST ALONG TOWNSHIP ROAD 58053 FROM LIBERTY, TIOGA
 LZ0827'COUNTY, AT THE NORTH EDGE OF A FIELD, ABOUT 400 FEET WEST OF A
 LZ0827'LARGE UNFINISHED BARN, 45 FEET EAST OF THE NORTHWEST CORNER, 24
 LZ0827'FEET EAST OF A POLE, 21 FEET SOUTH OF THE CENTER LINE OF THE
 LZ0827'ROAD, 19 FEET WEST OF A 7-TRUNK 4-INCH SPREADING APPLE TREE, AND
 LZ0827'ABOUT LEVEL WITH THE ROADWAY.  A STANDARD DISK, STAMPED C 91
 LZ0827'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4
 LZ0827'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0568 ***********************************************************************
 LY0568  DESIGNATION -  C 91 =503 USGS
 LY0568  PID         -  LY0568
 LY0568  STATE/COUNTY-  PA/PIKE
 LY0568  USGS QUAD   -  MILFORD (1995)
 LY0568
 LY0568                         *CURRENT SURVEY CONTROL
 LY0568  ___________________________________________________________________
 LY0568* NAD 83(1986)-  41 19 28.     (N)    074 48 04.     (W)     SCALED    
 LY0568* NAVD 88     -       153.067  (meters)     502.19   (feet)  ADJUSTED  
 LY0568  ___________________________________________________________________
 LY0568  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 LY0568  DYNAMIC HT  -         153.003 (meters)     501.98  (feet)  COMP
 LY0568  MODELED GRAV-     980,204.6   (mgal)                       NAVD 88
 LY0568
 LY0568  VERT ORDER  -  FIRST     CLASS II
 LY0568
 LY0568.The horizontal coordinates were scaled from a topographic map and have
 LY0568.an estimated accuracy of +/- 6 seconds.
 LY0568
 LY0568.The orthometric height was determined by differential leveling
 LY0568.and adjusted by the National Geodetic Survey in June 1991..
 LY0568
 LY0568.The geoid height was determined by GEOID03.
 LY0568
 LY0568.The dynamic height is computed by dividing the NAVD 88
 LY0568.geopotential number by the normal gravity value computed on the
 LY0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0568.degrees latitude (g = 980.6199 gals.).
 LY0568
 LY0568.The modeled gravity was interpolated from observed gravity values.
 LY0568
 LY0568;                    North         East    Units  Estimated Accuracy
 LY0568;SPC PA N     -   132,780.      846,830.      MT  (+/- 180 meters Scaled)
 LY0568
 LY0568                          SUPERSEDED SURVEY CONTROL
 LY0568
 LY0568  NGVD 29 (??/??/92)  153.245  (m)          502.77   (f) ADJ UNCH    1 2
 LY0568
 LY0568.Superseded values are not recommended for survey control.
 LY0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0568.See file dsdata.txt to determine how the superseded data were derived.
 LY0568
 LY0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL166747(NAD 83)
 LY0568_MARKER: DD = SURVEY DISK
 LY0568_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0568_SP_SET: BRIDGE
 LY0568_STAMPING: 503 C 91 1921
 LY0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0568_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0568+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2006
 LY0568
 LY0568  HISTORY     - Date     Condition        Report By
 LY0568  HISTORY     - 1921     MONUMENTED       USGS
 LY0568  HISTORY     - 1956     GOOD             NGS
 LY0568  HISTORY     - 1959     GOOD             NGS
 LY0568  HISTORY     - 1978     GOOD             NGS
 LY0568  HISTORY     - 20060408 GOOD             GEOCAC
 LY0568
 LY0568                          STATION DESCRIPTION
 LY0568
 LY0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LY0568'AT MILFORD.
 LY0568'AT MILFORD, AT THE COUNTY COURTHOUSE, ON TOP OF THE WATER
 LY0568'TABLE AT THE NORTHEAST SIDE OF THE BUILDING, 28.2 NORTHWEST OF
 LY0568'THE SOUTHEAST CORNER OF THE BUILDING AND 2.7 FEET ABOVE THE
 LY0568'GROUND.
 LY0568
 LY0568                          STATION RECOVERY (1959)
 LY0568
 LY0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LY0568'RECOVERED IN GOOD CONDITION.
 LY0568
 LY0568                          STATION RECOVERY (1978)
 LY0568
 LY0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LY0568'RECOVERED IN GOOD CONDITION.
 LY0568
 LY0568                          STATION RECOVERY (2006)
 LY0568
 LY0568'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0059 ***********************************************************************
 MB0059  DESIGNATION -  C 92
 MB0059  PID         -  MB0059
 MB0059  STATE/COUNTY-  PA/CRAWFORD
 MB0059  USGS QUAD   -  GENEVA (1990)
 MB0059
 MB0059                         *CURRENT SURVEY CONTROL
 MB0059  ___________________________________________________________________
 MB0059* NAD 83(1986)-  41 35 40.     (N)    080 08 39.     (W)     SCALED    
 MB0059* NAVD 88     -       325.006  (meters)    1066.29   (feet)  ADJUSTED  
 MB0059  ___________________________________________________________________
 MB0059  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MB0059  DYNAMIC HT  -         324.872 (meters)    1065.85  (feet)  COMP
 MB0059  MODELED GRAV-     980,201.5   (mgal)                       NAVD 88
 MB0059
 MB0059  VERT ORDER  -  SECOND    CLASS 0
 MB0059
 MB0059.The horizontal coordinates were scaled from a topographic map and have
 MB0059.an estimated accuracy of +/- 6 seconds.
 MB0059
 MB0059.The orthometric height was determined by differential leveling
 MB0059.and adjusted by the National Geodetic Survey in June 1991..
 MB0059
 MB0059.The geoid height was determined by GEOID03.
 MB0059
 MB0059.The dynamic height is computed by dividing the NAVD 88
 MB0059.geopotential number by the normal gravity value computed on the
 MB0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0059.degrees latitude (g = 980.6199 gals.).
 MB0059
 MB0059.The modeled gravity was interpolated from observed gravity values.
 MB0059
 MB0059;                    North         East    Units  Estimated Accuracy
 MB0059;SPC PA N     -   161,320.      400,420.      MT  (+/- 180 meters Scaled)
 MB0059
 MB0059                          SUPERSEDED SURVEY CONTROL
 MB0059
 MB0059  NGVD 29 (??/??/92)  325.181  (m)         1066.86   (f) ADJ UNCH    2 0
 MB0059
 MB0059.Superseded values are not recommended for survey control.
 MB0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0059.See file dsdata.txt to determine how the superseded data were derived.
 MB0059
 MB0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG713051(NAD 83)
 MB0059_MARKER: DB = BENCH MARK DISK
 MB0059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0059_SP_SET: BRIDGE SEAT
 MB0059_STAMPING: C 92 1935
 MB0059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0059
 MB0059  HISTORY     - Date     Condition        Report By
 MB0059  HISTORY     - 1935     MONUMENTED       CGS
 MB0059  HISTORY     - 1967     GOOD             NGS
 MB0059
 MB0059                          STATION DESCRIPTION
 MB0059
 MB0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MB0059'2.7 MI S FROM MEADVILLE.
 MB0059'2.7 MILES SOUTH ALONG THE ERIE RAILROAD FROM THE STATION AT
 MB0059'MEADVILLE, 670 FEET NORTH OF A DIRT-ROAD CROSSING, AT AN 80-FOOT
 MB0059'PLATE-GIRDER BRIDGE, IN THE WEST END OF THE NORTH CONCRETE BRIDGE
 MB0059'SEAT, 6 FEET WEST OF THE WEST RAIL, AND ABOUT 3 FEET BELOW THE
 MB0059'TOP OF THE RAIL.  A STANDARD DISK, STAMPED C 92 1935.
 MB0059
 MB0059                          STATION RECOVERY (1967)
 MB0059
 MB0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MB0059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0573 ***********************************************************************
 LY0573  DESIGNATION -  C 93
 LY0573  PID         -  LY0573
 LY0573  STATE/COUNTY-  PA/PIKE
 LY0573  USGS QUAD   -  CULVERS GAP (1997)
 LY0573
 LY0573                         *CURRENT SURVEY CONTROL
 LY0573  ___________________________________________________________________
 LY0573* NAD 83(1986)-  41 13 13.     (N)    074 52 13.     (W)     SCALED    
 LY0573* NAVD 88     -       122.767  (meters)     402.78   (feet)  ADJUSTED  
 LY0573  ___________________________________________________________________
 LY0573  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 LY0573  DYNAMIC HT  -         122.715 (meters)     402.61  (feet)  COMP
 LY0573  MODELED GRAV-     980,200.2   (mgal)                       NAVD 88
 LY0573
 LY0573  VERT ORDER  -  FIRST     CLASS II
 LY0573
 LY0573.The horizontal coordinates were scaled from a topographic map and have
 LY0573.an estimated accuracy of +/- 6 seconds.
 LY0573
 LY0573.The orthometric height was determined by differential leveling
 LY0573.and adjusted by the National Geodetic Survey in June 1991..
 LY0573
 LY0573.The geoid height was determined by GEOID03.
 LY0573
 LY0573.The dynamic height is computed by dividing the NAVD 88
 LY0573.geopotential number by the normal gravity value computed on the
 LY0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0573.degrees latitude (g = 980.6199 gals.).
 LY0573
 LY0573.The modeled gravity was interpolated from observed gravity values.
 LY0573
 LY0573;                    North         East    Units  Estimated Accuracy
 LY0573;SPC PA N     -   121,020.      841,420.      MT  (+/- 180 meters Scaled)
 LY0573
 LY0573                          SUPERSEDED SURVEY CONTROL
 LY0573
 LY0573  NGVD 29 (??/??/92)  122.946  (m)          403.37   (f) ADJ UNCH    1 2
 LY0573
 LY0573.Superseded values are not recommended for survey control.
 LY0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0573.See file dsdata.txt to determine how the superseded data were derived.
 LY0573
 LY0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL108632(NAD 83)
 LY0573_MARKER: DD = SURVEY DISK
 LY0573_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY0573_SP_SET: BUILDING
 LY0573_STAMPING: C 93 1921
 LY0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY0573
 LY0573  HISTORY     - Date     Condition        Report By
 LY0573  HISTORY     - 1921     MONUMENTED       USGS
 LY0573  HISTORY     - 1956     GOOD             NGS
 LY0573  HISTORY     - 1978     MARK NOT FOUND   NGS
 LY0573  HISTORY     - 19950110 MARK NOT FOUND   NJGS
 LY0573
 LY0573                          STATION DESCRIPTION
 LY0573
 LY0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LY0573'AT DINGMANS FERRY.
 LY0573'AT DINGMANS FERRY, AT THE DINGMANS FERRY GARAGE, NORTHEAST AND
 LY0573'ACROSS THE HIGHWAY FROM THE POST OFFICE, ON TOP AND AT THE
 LY0573'NORTHEAST END OF THE LOWER OF TWO STEPS LEADING TO MAIN
 LY0573'ENTRANCE TO GARAGE AND 1.2 FEET SOUTHWEST OF THE SOUTHWEST
 LY0573'CORNER OF THE BUILDING.
 LY0573
 LY0573                          STATION RECOVERY (1978)
 LY0573
 LY0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LY0573'SEARCHED FOR BUT NOT RECOVERED.
 LY0573
 LY0573                          STATION RECOVERY (1995)
 LY0573
 LY0573'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 LY0573'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 LY0573'SEARCH BY A TWO MAN PARTY.  THE DINGMANS FERRY GARAGE HAS BEEN
 LY0573'DEMOLISHED AT SOME TIME IN THE PAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0953 ***********************************************************************
 KX0953  DESIGNATION -  C 93
 KX0953  PID         -  KX0953
 KX0953  STATE/COUNTY-  PA/CLARION
 KX0953  USGS QUAD   -  TEMPLETON (1993)
 KX0953
 KX0953                         *CURRENT SURVEY CONTROL
 KX0953  ___________________________________________________________________
 KX0953* NAD 83(1986)-  40 59 43.     (N)    079 23 29.     (W)     SCALED    
 KX0953* NAVD 88     -       311.284  (meters)    1021.27   (feet)  ADJUSTED  
 KX0953  ___________________________________________________________________
 KX0953  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KX0953  DYNAMIC HT  -         311.133 (meters)    1020.78  (feet)  COMP
 KX0953  MODELED GRAV-     980,131.5   (mgal)                       NAVD 88
 KX0953
 KX0953  VERT ORDER  -  SECOND    CLASS 0
 KX0953
 KX0953.The horizontal coordinates were scaled from a topographic map and have
 KX0953.an estimated accuracy of +/- 6 seconds.
 KX0953
 KX0953.The orthometric height was determined by differential leveling
 KX0953.and adjusted by the National Geodetic Survey in June 1991..
 KX0953
 KX0953.The geoid height was determined by GEOID03.
 KX0953
 KX0953.The dynamic height is computed by dividing the NAVD 88
 KX0953.geopotential number by the normal gravity value computed on the
 KX0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0953.degrees latitude (g = 980.6199 gals.).
 KX0953
 KX0953.The modeled gravity was interpolated from observed gravity values.
 KX0953
 KX0953;                    North         East    Units  Estimated Accuracy
 KX0953;SPC PA N     -    93,330.      461,900.      MT  (+/- 180 meters Scaled)
 KX0953
 KX0953                          SUPERSEDED SURVEY CONTROL
 KX0953
 KX0953  NGVD 29 (??/??/92)  311.452  (m)         1021.82   (f) ADJ UNCH    2 0
 KX0953
 KX0953.Superseded values are not recommended for survey control.
 KX0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0953.See file dsdata.txt to determine how the superseded data were derived.
 KX0953
 KX0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF352394(NAD 83)
 KX0953_MARKER: DB = BENCH MARK DISK
 KX0953_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0953_SP_SET: BRIDGE
 KX0953_STAMPING: C 93 1935
 KX0953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0953
 KX0953  HISTORY     - Date     Condition        Report By
 KX0953  HISTORY     - 1935     MONUMENTED       CGS
 KX0953
 KX0953                          STATION DESCRIPTION
 KX0953
 KX0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX0953'AT ST CHARLES.
 KX0953'AT ST. CHARLES, CLARION COUNTY, ABOUT 0.1 MILE EAST OF THE
 KX0953'PENNSYLVANIA RAILROAD STATION, AT 70-FOOT GIRDER BRIDGE 14.90,
 KX0953'IN THE TOP OF THE NORTH END OF THE EAST MASONRY ABUTMENT, 20 FEET
 KX0953'NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN
 KX0953'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED C 93 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1101 ***********************************************************************
 MA1101  DESIGNATION -  C 94
 MA1101  PID         -  MA1101
 MA1101  STATE/COUNTY-  PA/CLARION
 MA1101  USGS QUAD   -  CLARION (1981)
 MA1101
 MA1101                         *CURRENT SURVEY CONTROL
 MA1101  ___________________________________________________________________
 MA1101* NAD 83(1986)-  41 14 14.     (N)    079 25 03.     (W)     SCALED    
 MA1101* NAVD 88     -       442.570  (meters)    1452.00   (feet)  ADJUSTED  
 MA1101  ___________________________________________________________________
 MA1101  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MA1101  DYNAMIC HT  -         442.363 (meters)    1451.32  (feet)  COMP
 MA1101  MODELED GRAV-     980,141.2   (mgal)                       NAVD 88
 MA1101
 MA1101  VERT ORDER  -  SECOND    CLASS 0
 MA1101
 MA1101.The horizontal coordinates were scaled from a topographic map and have
 MA1101.an estimated accuracy of +/- 6 seconds.
 MA1101
 MA1101.The orthometric height was determined by differential leveling
 MA1101.and adjusted by the National Geodetic Survey in June 1991..
 MA1101
 MA1101.The geoid height was determined by GEOID03.
 MA1101
 MA1101.The dynamic height is computed by dividing the NAVD 88
 MA1101.geopotential number by the normal gravity value computed on the
 MA1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1101.degrees latitude (g = 980.6199 gals.).
 MA1101
 MA1101.The modeled gravity was interpolated from observed gravity values.
 MA1101
 MA1101;                    North         East    Units  Estimated Accuracy
 MA1101;SPC PA N     -   120,240.      460,220.      MT  (+/- 180 meters Scaled)
 MA1101
 MA1101                          SUPERSEDED SURVEY CONTROL
 MA1101
 MA1101  NGVD 29 (??/??/92)  442.725  (m)         1452.51   (f) ADJ UNCH    2 0
 MA1101
 MA1101.Superseded values are not recommended for survey control.
 MA1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1101.See file dsdata.txt to determine how the superseded data were derived.
 MA1101
 MA1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF326662(NAD 83)
 MA1101_MARKER: DB = BENCH MARK DISK
 MA1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1101_STAMPING: C 94 1935
 MA1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1101+STABILITY: SURFACE MOTION
 MA1101
 MA1101  HISTORY     - Date     Condition        Report By
 MA1101  HISTORY     - 1935     MONUMENTED       CGS
 MA1101  HISTORY     - 1958     MARK NOT FOUND   NGS
 MA1101
 MA1101                          STATION DESCRIPTION
 MA1101
 MA1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MA1101'AT CLARION JUNCTION.
 MA1101'AT CLARION JUNCTION, CLARION COUNTY, ON U.S. HIGHWAY 322, AT
 MA1101'STATION 5+80, 40 FEET SOUTH OF THE SOUTH CORNER OF THE STANDARD
 MA1101'OIL CO. OIL-STORAGE YARDS, 36 FEET EAST OF THE CENTER OF THE
 MA1101'CROSSING OF THE BALTIMORE AND OHIO RAILROAD, 33 FEET NORTHEAST
 MA1101'OF THE CENTER LINE OF THE HIGHWAY, 19 FEET SOUTHEAST OF THE
 MA1101'CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 MA1101'A STANDARD DISK, STAMPED C 94 1935 AND SET IN THE TOP OF A
 MA1101'CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0337 ***********************************************************************
 KX0337  DESIGNATION -  C 95
 KX0337  PID         -  KX0337
 KX0337  STATE/COUNTY-  PA/BEDFORD
 KX0337  USGS QUAD   -  EVERETT WEST (1987)
 KX0337
 KX0337                         *CURRENT SURVEY CONTROL
 KX0337  ___________________________________________________________________
 KX0337* NAD 83(1986)-  40 01 09.     (N)    078 27 49.     (W)     SCALED    
 KX0337* NAVD 88     -       318.807  (meters)    1045.95   (feet)  ADJUSTED  
 KX0337  ___________________________________________________________________
 KX0337  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KX0337  DYNAMIC HT  -         318.628 (meters)    1045.37  (feet)  COMP
 KX0337  MODELED GRAV-     980,055.4   (mgal)                       NAVD 88
 KX0337
 KX0337  VERT ORDER  -  SECOND    CLASS 0
 KX0337
 KX0337.The horizontal coordinates were scaled from a topographic map and have
 KX0337.an estimated accuracy of +/- 6 seconds.
 KX0337
 KX0337.The orthometric height was determined by differential leveling
 KX0337.and adjusted by the National Geodetic Survey in June 1991..
 KX0337
 KX0337.The geoid height was determined by GEOID03.
 KX0337
 KX0337.The dynamic height is computed by dividing the NAVD 88
 KX0337.geopotential number by the normal gravity value computed on the
 KX0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0337.degrees latitude (g = 980.6199 gals.).
 KX0337
 KX0337.The modeled gravity was interpolated from observed gravity values.
 KX0337
 KX0337;                    North         East    Units  Estimated Accuracy
 KX0337;SPC PA S     -    76,400.      539,080.      MT  (+/- 180 meters Scaled)
 KX0337
 KX0337                          SUPERSEDED SURVEY CONTROL
 KX0337
 KX0337  NGVD 29 (??/??/92)  318.970  (m)         1046.49   (f) ADJ UNCH    2 0
 KX0337
 KX0337.Superseded values are not recommended for survey control.
 KX0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0337.See file dsdata.txt to determine how the superseded data were derived.
 KX0337
 KX0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE164329(NAD 83)
 KX0337_MARKER: DB = BENCH MARK DISK
 KX0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0337_STAMPING: C 95 1935
 KX0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0337+STABILITY: SURFACE MOTION
 KX0337
 KX0337  HISTORY     - Date     Condition        Report By
 KX0337  HISTORY     - 1935     MONUMENTED       CGS
 KX0337  HISTORY     - 1966     MARK NOT FOUND   NGS
 KX0337
 KX0337                          STATION DESCRIPTION
 KX0337
 KX0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0337'2.3 MI E FROM BEDFORD.
 KX0337'2.3 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE PENNSYLVANIA
 KX0337'RAILROAD STATION AT BEDFORD, BEDFORD COUNTY, 12 FEET NORTHEAST
 KX0337'OF POLE 1+25, 24 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 KX0337'AND 1 FOOT NORTHWEST OF A FENCE CORNER.  A STANDARD DISK, STAMPED
 KX0337'C 95 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1096 ***********************************************************************
 LY1096  DESIGNATION -  C 95 USGS
 LY1096  PID         -  LY1096
 LY1096  STATE/COUNTY-  PA/PIKE
 LY1096  USGS QUAD   -  BUSHKILL (1993)
 LY1096
 LY1096                         *CURRENT SURVEY CONTROL
 LY1096  ___________________________________________________________________
 LY1096* NAD 83(1986)-  41 05 34.     (N)    075 00 09.     (W)     SCALED    
 LY1096* NAVD 88     -       111.176  (meters)     364.75   (feet)  ADJUSTED  
 LY1096  ___________________________________________________________________
 LY1096  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 LY1096  DYNAMIC HT  -         111.128 (meters)     364.59  (feet)  COMP
 LY1096  MODELED GRAV-     980,188.3   (mgal)                       NAVD 88
 LY1096
 LY1096  VERT ORDER  -  FIRST     CLASS II
 LY1096
 LY1096.The horizontal coordinates were scaled from a topographic map and have
 LY1096.an estimated accuracy of +/- 6 seconds.
 LY1096
 LY1096.The orthometric height was determined by differential leveling
 LY1096.and adjusted by the National Geodetic Survey in June 1991..
 LY1096
 LY1096.The geoid height was determined by GEOID03.
 LY1096
 LY1096.The dynamic height is computed by dividing the NAVD 88
 LY1096.geopotential number by the normal gravity value computed on the
 LY1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1096.degrees latitude (g = 980.6199 gals.).
 LY1096
 LY1096.The modeled gravity was interpolated from observed gravity values.
 LY1096
 LY1096;                    North         East    Units  Estimated Accuracy
 LY1096;SPC PA N     -   106,510.      830,790.      MT  (+/- 180 meters Scaled)
 LY1096
 LY1096                          SUPERSEDED SURVEY CONTROL
 LY1096
 LY1096  NGVD 29 (??/??/92)  111.352  (m)          365.33   (f) ADJ UNCH    1 2
 LY1096
 LY1096.Superseded values are not recommended for survey control.
 LY1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1096.See file dsdata.txt to determine how the superseded data were derived.
 LY1096
 LY1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL997490(NAD 83)
 LY1096_MARKER: DD = SURVEY DISK
 LY1096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1096_SP_SET: SIDEWALK
 LY1096_STAMPING: C 95 1921
 LY1096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1096
 LY1096  HISTORY     - Date     Condition        Report By
 LY1096  HISTORY     - 1921     MONUMENTED       USGS
 LY1096  HISTORY     - 1956     GOOD             NGS
 LY1096  HISTORY     - 1978     GOOD             NGS
 LY1096
 LY1096                          STATION DESCRIPTION
 LY1096
 LY1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LY1096'AT BUSHKILL.
 LY1096'AT BUSHKILL, ACROSS U.S. HIGHWAY 209 FROM THE COUNTRY VILLA HOTEL,
 LY1096'ABOUT 150 YARDS NORTHEAST OF THE NORTHEAST BANK OF BUSHKILL
 LY1096'CREEK, IN TOP OF THE CONCRETE SIDEWALK, AT THE NORTHEAST CORNER
 LY1096'OF THE RICK DEPUES BAR AND GRILL, 12.6 FEET NORTHWEST OF THE
 LY1096'NORTHWEST CURB OF U.S. HIGHWAY 209, 0.3 FOOT NORTHWEST OF THE
 LY1096'NORTHEAST CORNER OF THE BUILDING.
 LY1096
 LY1096                          STATION RECOVERY (1978)
 LY1096
 LY1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LY1096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3454 ***********************************************************************
 JV3454  DESIGNATION -  C 96 PADH
 JV3454  PID         -  JV3454
 JV3454  STATE/COUNTY-  PA/FRANKLIN
 JV3454  USGS QUAD   -  MC CONNELLSBURG (1990)
 JV3454
 JV3454                         *CURRENT SURVEY CONTROL
 JV3454  ___________________________________________________________________
 JV3454* NAD 83(1986)-  39 54 45.     (N)    077 54 07.     (W)     SCALED    
 JV3454* NAVD 88     -       181.531  (meters)     595.57   (feet)  ADJUSTED  
 JV3454  ___________________________________________________________________
 JV3454  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 JV3454  DYNAMIC HT  -         181.429 (meters)     595.24  (feet)  COMP
 JV3454  MODELED GRAV-     980,062.1   (mgal)                       NAVD 88
 JV3454
 JV3454  VERT ORDER  -  SECOND    CLASS 0
 JV3454
 JV3454.The horizontal coordinates were scaled from a topographic map and have
 JV3454.an estimated accuracy of +/- 6 seconds.
 JV3454
 JV3454.The orthometric height was determined by differential leveling
 JV3454.and adjusted by the National Geodetic Survey in June 1991..
 JV3454
 JV3454.The geoid height was determined by GEOID03.
 JV3454
 JV3454.The dynamic height is computed by dividing the NAVD 88
 JV3454.geopotential number by the normal gravity value computed on the
 JV3454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3454.degrees latitude (g = 980.6199 gals.).
 JV3454
 JV3454.The modeled gravity was interpolated from observed gravity values.
 JV3454
 JV3454;                    North         East    Units  Estimated Accuracy
 JV3454;SPC PA S     -    64,320.      587,010.      MT  (+/- 180 meters Scaled)
 JV3454
 JV3454                          SUPERSEDED SURVEY CONTROL
 JV3454
 JV3454  NGVD 29 (??/??/??)  181.722  (m)          596.20   (f) ADJUSTED    2 0
 JV3454
 JV3454.Superseded values are not recommended for survey control.
 JV3454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3454.See file dsdata.txt to determine how the superseded data were derived.
 JV3454
 JV3454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK519220(NAD 83)
 JV3454_MARKER: DD = SURVEY DISK
 JV3454_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3454_SP_SET: BRIDGE
 JV3454_STAMPING: C 96 1935
 JV3454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3454
 JV3454  HISTORY     - Date     Condition        Report By
 JV3454  HISTORY     - 1935     MONUMENTED       PADH
 JV3454  HISTORY     - 1966     GOOD             CGS
 JV3454
 JV3454                          STATION DESCRIPTION
 JV3454
 JV3454'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JV3454'5.7 MI W FROM SAINT THOMAS.
 JV3454'5.7 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 JV3454'SAINT THOMAS, FRANKLIN COUNTY, IN THE TOP OF THE SOUTHEAST
 JV3454'CORNER OF A BRIDGE OVER CONOCOCHEAGUE CREEK, AND 18 FEET SOUTH
 JV3454'OF THE CENTER LINE OF THE HIGHWAY.  A PENNSYLVANIA DEPARTMENT OF
 JV3454'HIGHWAYS STANDARD DISK, STAMPED C 96 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1682 ***********************************************************************
 KX1682  DESIGNATION -  C 98
 KX1682  PID         -  KX1682
 KX1682  STATE/COUNTY-  PA/BLAIR
 KX1682  USGS QUAD   -  HOLLIDAYSBURG (1981)
 KX1682
 KX1682                         *CURRENT SURVEY CONTROL
 KX1682  ___________________________________________________________________
 KX1682* NAD 83(1986)-  40 24 15.     (N)    078 23 18.     (W)     SCALED    
 KX1682* NAVD 88     -       295.244  (meters)     968.65   (feet)  ADJUSTED  
 KX1682  ___________________________________________________________________
 KX1682  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KX1682  DYNAMIC HT  -         295.088 (meters)     968.13  (feet)  COMP
 KX1682  MODELED GRAV-     980,090.5   (mgal)                       NAVD 88
 KX1682
 KX1682  VERT ORDER  -  SECOND    CLASS 0
 KX1682
 KX1682.The horizontal coordinates were scaled from a topographic map and have
 KX1682.an estimated accuracy of +/- 6 seconds.
 KX1682
 KX1682.The orthometric height was determined by differential leveling
 KX1682.and adjusted by the National Geodetic Survey in June 1991..
 KX1682
 KX1682.The geoid height was determined by GEOID03.
 KX1682
 KX1682.The dynamic height is computed by dividing the NAVD 88
 KX1682.geopotential number by the normal gravity value computed on the
 KX1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1682.degrees latitude (g = 980.6199 gals.).
 KX1682
 KX1682.The modeled gravity was interpolated from observed gravity values.
 KX1682
 KX1682;                    North         East    Units  Estimated Accuracy
 KX1682;SPC PA S     -   119,100.      545,820.      MT  (+/- 180 meters Scaled)
 KX1682
 KX1682                          SUPERSEDED SURVEY CONTROL
 KX1682
 KX1682  NGVD 29 (??/??/92)  295.406  (m)          969.18   (f) ADJ UNCH    2 0
 KX1682
 KX1682.Superseded values are not recommended for survey control.
 KX1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1682.See file dsdata.txt to determine how the superseded data were derived.
 KX1682
 KX1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE216758(NAD 83)
 KX1682_MARKER: DB = BENCH MARK DISK
 KX1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1682_STAMPING: C 98 1935
 KX1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1682+STABILITY: SURFACE MOTION
 KX1682
 KX1682  HISTORY     - Date     Condition        Report By
 KX1682  HISTORY     - 1935     MONUMENTED       CGS
 KX1682  HISTORY     - 1963     MARK NOT FOUND   NGS
 KX1682
 KX1682                          STATION DESCRIPTION
 KX1682
 KX1682'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX1682'3.5 MI S FROM HOLLIDAYSBURG.
 KX1682'3.5 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX1682'AT HOLLIDAYSBURG, BLAIR COUNTY, ABOUT 354 FEET SOUTH OF MILEPOST
 KX1682'11, 27 FEET EAST OF THE CENTER LINE OF THE TRACK AND 5 FEET
 KX1682'SOUTHWEST OF A POLE.  A STANDARD DISK, STAMPED C 98 1935 AND
 KX1682'SET IN THE TOP OF A CONCRETE POST.
 KX1682
 KX1682                          STATION RECOVERY (1963)
 KX1682
 KX1682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 KX1682'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2229 ***********************************************************************
 KW2229  DESIGNATION -  C 99 PADH
 KW2229  PID         -  KW2229
 KW2229  STATE/COUNTY-  PA/FULTON
 KW2229  USGS QUAD   -  BURNT CABINS (1973)
 KW2229
 KW2229                         *CURRENT SURVEY CONTROL
 KW2229  ___________________________________________________________________
 KW2229* NAD 83(1986)-  40 02 58.     (N)    077 57 42.     (W)     SCALED    
 KW2229* NAVD 88     -       260.491  (meters)     854.63   (feet)  ADJUSTED  
 KW2229  ___________________________________________________________________
 KW2229  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KW2229  DYNAMIC HT  -         260.346 (meters)     854.15  (feet)  COMP
 KW2229  MODELED GRAV-     980,061.5   (mgal)                       NAVD 88
 KW2229
 KW2229  VERT ORDER  -  SECOND    CLASS 0
 KW2229
 KW2229.The horizontal coordinates were scaled from a topographic map and have
 KW2229.an estimated accuracy of +/- 6 seconds.
 KW2229
 KW2229.The orthometric height was determined by differential leveling
 KW2229.and adjusted by the National Geodetic Survey in June 1991..
 KW2229
 KW2229.The geoid height was determined by GEOID03.
 KW2229
 KW2229.The dynamic height is computed by dividing the NAVD 88
 KW2229.geopotential number by the normal gravity value computed on the
 KW2229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2229.degrees latitude (g = 980.6199 gals.).
 KW2229
 KW2229.The modeled gravity was interpolated from observed gravity values.
 KW2229
 KW2229;                    North         East    Units  Estimated Accuracy
 KW2229;SPC PA S     -    79,540.      581,940.      MT  (+/- 180 meters Scaled)
 KW2229
 KW2229                          SUPERSEDED SURVEY CONTROL
 KW2229
 KW2229  NGVD 29 (??/??/??)  260.678  (m)          855.24   (f) ADJUSTED    2 0
 KW2229
 KW2229.Superseded values are not recommended for survey control.
 KW2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2229.See file dsdata.txt to determine how the superseded data were derived.
 KW2229
 KW2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK473374(NAD 83)
 KW2229_MARKER: DD = SURVEY DISK
 KW2229_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2229_SP_SET: BRIDGE
 KW2229_STAMPING: C 99 1935
 KW2229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2229
 KW2229  HISTORY     - Date     Condition        Report By
 KW2229  HISTORY     - 1935     MONUMENTED       PADH
 KW2229  HISTORY     - 1935     GOOD             CGS
 KW2229
 KW2229                          STATION DESCRIPTION
 KW2229
 KW2229'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW2229'8.7 MI N FROM MC CONNELLSBURG.
 KW2229'8.7 MILES NORTH ALONG U.S. HIGHWAY 522 FROM THE FULTON COUNTY
 KW2229'NATIONAL BANK AT MC CONNELLSBURG, FULTON COUNTY, AT THE SOUTH
 KW2229'WALL OF A BRIDGE, IN THE TOP OF THE WEST END, AND 12 FEET SOUTH
 KW2229'OF THE CENTER LINE OF THE HIGHWAY.  A PENNSYLVANIA DEPARTMENT
 KW2229'OF HIGHWAYS STANDARD DISK, STAMPED C 99 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2263 ***********************************************************************
 MA2263  DESIGNATION -  CABLE
 MA2263  PID         -  MA2263
 MA2263  STATE/COUNTY-  PA/CLEARFIELD
 MA2263  USGS QUAD   -  LUTHERSBURG (1986)
 MA2263
 MA2263                         *CURRENT SURVEY CONTROL
 MA2263  ___________________________________________________________________
 MA2263* NAD 83(1992)-  41 05 01.73337(N)    078 44 05.41905(W)     ADJUSTED  
 MA2263* NAVD 88     -       522.1    (meters)    1713.     (feet)  VERTCON   
 MA2263  ___________________________________________________________________
 MA2263  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 MA2263  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 MA2263
 MA2263  HORZ ORDER  -  SECOND
 MA2263
 MA2263.The horizontal coordinates were established by classical geodetic methods
 MA2263.and adjusted by the National Geodetic Survey in June 2002..
 MA2263
 MA2263.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2263
 MA2263.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2263
 MA2263.The geoid height was determined by GEOID03.
 MA2263
 MA2263;                    North         East     Units Scale Factor Converg.
 MA2263;SPC PA N     -   102,323.069   517,249.433   MT  0.99997370   -0 39 05.4
 MA2263;SPC PA N     -   335,704.94  1,697,009.18   sFT  0.99997370   -0 39 05.4
 MA2263;UTM  17      - 4,550,533.713   690,268.863   MT  1.00004558   +1 29 20.5
 MA2263
 MA2263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2263!SPC PA N     -   0.99992319  x   0.99997370  =   0.99989689
 MA2263!UTM  17      -   0.99992319  x   1.00004558  =   0.99996876
 MA2263
 MA2263|---------------------------------------------------------------------|
 MA2263| PID    Reference Object                     Distance      Geod. Az  |
 MA2263|                                                           dddmmss.s |
 MA2263| CK6744 CABLE RM 1                            9.018 METERS 06910     |
 MA2263| MA2264 LUTHERSBURG RAD WCED FM MAST        APPROX. 5.0 KM 1474133.9 |
 MA2263| MA2262 LUTHERSBURG GAS CORP MICROWAVE      APPROX. 1.9 KM 1722116.0 |
 MA2263| CK6743 CABLE AZ MK                                        1810618.7 |
 MA2263| MA2266 CHICAGO NEW YORK AIRWAY BCN 47      APPROX. 1.4 KM 2281719.5 |
 MA2263| CK6745 CABLE RM 2                            7.557 METERS 27458     |
 MA2263|---------------------------------------------------------------------|
 MA2263
 MA2263                          SUPERSEDED SURVEY CONTROL
 MA2263
 MA2263  NAD 83(1986)-  41 05 01.73407(N)    078 44 05.42152(W) AD(       ) 2
 MA2263  NAD 27      -  41 05 01.51414(N)    078 44 06.31498(W) AD(       ) 2
 MA2263  NGVD 29 (07/19/86)  522.2    (m)         1713.     (f) VERT ANG       
 MA2263
 MA2263.Superseded values are not recommended for survey control.
 MA2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2263.See file dsdata.txt to determine how the superseded data were derived.
 MA2263
 MA2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF9026950534(NAD 83)
 MA2263_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2263
 MA2263  HISTORY     - Date     Condition        Report By
 MA2263  HISTORY     - 1967     MONUMENTED       CGS
 MA2263
 MA2263                          STATION DESCRIPTION
 MA2263
 MA2263'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MA2263'THE STATION IS LOCATED ABOUT 3 MILES SOUTH-SOUTHEAST OF DU BOIS, 2
 MA2263'MILES NORTH-NORTHWEST OF LUTHERSBURG, 1 MILE NORTH OF THE
 MA2263'SMALL COMMUNITY OF SALEM AND ON THE PROPERTY OF THE RAY NELSON
 MA2263'NURSERY.
 MA2263'
 MA2263'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 219 AND STATE
 MA2263'HIGHWAY 410 IN LUTHERSBURG, GO NORTHWESTERLY ON U.S. HIGHWAY 219
 MA2263'FOR 1.9 MILES TO A MACADAM SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO
 MA2263'NORTHERLY FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 MA2263'CONTINUE NORTHERLY ON THE MACADAM ROAD FOR 0.1 MILE TO A SIDE ROAD ON
 MA2263'THE RIGHT, CONTINUE NORTHERLY ON THE MACADAM ROAD FOR
 MA2263'0.45 MILE TO A SIDE ROAD ON THE RIGHT JUST BEFORE REACHING THE CREST
 MA2263'OF THE RIDGE, TURN RIGHT ON A FIELD ROAD AND GO UPHILL FOR
 MA2263'0.1 MILE TO THE STATION ON THE LEFT IN A THIN BRUSH LINE.
 MA2263'
 MA2263'THE STATION MARK IS 30 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 MA2263'FIELD ROAD, 15 FEET SOUTH OF THE SOUTH EDGE OF A CULTIVATED
 MA2263'FIELD AND 4.2 FEET SOUTH OF A METAL WITNESS POST.  IT IS A STANDARD
 MA2263'TRAVERSE DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 MA2263'PROJECTING 1 INCH AND IS STAMPED CABLE 1967.
 MA2263'
 MA2263'REFERENCE MARK NO. 1 IS 41 FEET NORTH OF THE APPROXIMATE CENTER OF
 MA2263'THE FIELD ROAD, 28 FEET EAST OF THE METAL WITNESS POST
 MA2263'AND 6 FEET SOUTH OF THE SOUTH EDGE OF THE CULTIVATED FIELD.  IT IS A
 MA2263'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 MA2263'MONUMENT FLUSH WITH THE GROUND AND IS STAMPED CABLE NO 1 1967.
 MA2263'
 MA2263'REFERENCE MARK NO. 2 IS 33 FEET NORTH OF THE APPROXIMATE CENTER OF
 MA2263'THE FIELD ROAD, 25.3 FEET WEST OF THE METAL WITNESS POST
 MA2263'AND 10 FEET SOUTH OF THE SOUTH EDGE OF THE CULTIVATED FIELD.  IT IS A
 MA2263'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 MA2263'PROJECTING 1 INCH AND IS STAMPED CABLE NO 2 1967.
 MA2263'
 MA2263'THE AZIMUTH MARK IS 30 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 MA2263'THE MACADAM ROAD, 1.9 FEET NORTHWEST OF TELEPHONE POLE
 MA2263'NO. 11 AND 1.6 FEET NORTH OF A METAL WITNESS POST.  IT IS A STANDARD
 MA2263'DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT,
 MA2263'PROJECTING 3 INCHES AND IS STAMPED CABLE 1967.
 MA2263'
 MA2263'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2479 ***********************************************************************
 KX2479  DESIGNATION -  CAL 2=MR 52 LA
 KX2479  PID         -  KX2479
 KX2479  STATE/COUNTY-  PA/WASHINGTON
 KX2479  USGS QUAD   -  CALIFORNIA (1979)
 KX2479
 KX2479                         *CURRENT SURVEY CONTROL
 KX2479  ___________________________________________________________________
 KX2479* NAD 83(1986)-  40 03 41.     (N)    079 52 52.     (W)     SCALED    
 KX2479* NAVD 88     -       234.469  (meters)     769.25   (feet)  ADJUSTED  
 KX2479  ___________________________________________________________________
 KX2479  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KX2479  DYNAMIC HT  -         234.341 (meters)     768.83  (feet)  COMP
 KX2479  MODELED GRAV-     980,072.2   (mgal)                       NAVD 88
 KX2479
 KX2479  VERT ORDER  -  SECOND    CLASS I
 KX2479
 KX2479.The horizontal coordinates were scaled from a topographic map and have
 KX2479.an estimated accuracy of +/- 6 seconds.
 KX2479
 KX2479.The orthometric height was determined by differential leveling
 KX2479.and adjusted by the National Geodetic Survey in September 1994..
 KX2479
 KX2479.The geoid height was determined by GEOID03.
 KX2479
 KX2479.The dynamic height is computed by dividing the NAVD 88
 KX2479.geopotential number by the normal gravity value computed on the
 KX2479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX2479.degrees latitude (g = 980.6199 gals.).
 KX2479
 KX2479.The modeled gravity was interpolated from observed gravity values.
 KX2479
 KX2479;                    North         East    Units  Estimated Accuracy
 KX2479;SPC PA S     -    83,030.      418,200.      MT  (+/- 180 meters Scaled)
 KX2479
 KX2479                          SUPERSEDED SURVEY CONTROL
 KX2479
 KX2479.No superseded survey control is available for this station.
 KX2479
 KX2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE954351(NAD 83)
 KX2479_MARKER: DD = SURVEY DISK
 KX2479_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KX2479_SP_SET: BRICK WALL
 KX2479_STAMPING: CAL-2 1979
 KX2479_MARK LOGO: USE   
 KX2479_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX2479+STABILITY: SURFACE MOTION
 KX2479_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KX2479+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2002
 KX2479
 KX2479  HISTORY     - Date     Condition        Report By
 KX2479  HISTORY     - 1979     MONUMENTED       USE
 KX2479  HISTORY     - 19890831 GOOD             HARTMN
 KX2479  HISTORY     - 20020722 GOOD             PADT
 KX2479
 KX2479                          STATION DESCRIPTION
 KX2479
 KX2479'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 KX2479'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 52.5, IN THE BOROUGH
 KX2479'OF CALIFORNIA, AT THE CALIFORNIA MUNICIPAL WATER COMPANY BUILDING, A
 KX2479'STANDARD USCGS BRASS DISK SET VERTICALLY IN THE NORTHWEST CORNER OF
 KX2479'THE BUILDING, 1.1 FT (0.3 MT) NORTH OF THE GARAGE DOOR WHICH FACES
 KX2479'THE CONRAIL TRACK, ABOUT 3 FT (0.9 MT) ABOVE THE GROUND.
 KX2479
 KX2479                          STATION RECOVERY (2002)
 KX2479
 KX2479'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (DP)
 KX2479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2064 ***********************************************************************
 KX2064  DESIGNATION -  CALHOUN
 KX2064  PID         -  KX2064
 KX2064  STATE/COUNTY-  PA/ALLEGHENY
 KX2064  USGS QUAD   -  GLASSPORT (1988)
 KX2064
 KX2064                         *CURRENT SURVEY CONTROL
 KX2064  ___________________________________________________________________
 KX2064* NAD 83(1992)-  40 21 59.91743(N)    079 55 30.06183(W)     ADJUSTED  
 KX2064* NAVD 88     -       397.     (meters)    1302.     (feet)  SCALED    
 KX2064  ___________________________________________________________________
 KX2064  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 KX2064  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KX2064
 KX2064  HORZ ORDER  -  THIRD
 KX2064
 KX2064.The horizontal coordinates were established by classical geodetic methods
 KX2064.and adjusted by the National Geodetic Survey in June 2002..
 KX2064
 KX2064.The orthometric height was scaled from a topographic map.
 KX2064
 KX2064.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2064
 KX2064.The geoid height was determined by GEOID03.
 KX2064
 KX2064;                    North         East     Units Scale Factor Converg.
 KX2064;SPC PA S     -   117,008.142   415,290.035   MT  0.99996057   -1 24 40.1
 KX2064;SPC PA S     -   383,884.21  1,362,497.39   sFT  0.99996057   -1 24 40.1
 KX2064;UTM  17      - 4,469,006.947   591,268.434   MT  0.99970254   +0 41 46.6
 KX2064
 KX2064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2064!SPC PA S     -   0.99994302  x   0.99996057  =   0.99990359
 KX2064!UTM  17      -   0.99994302  x   0.99970254  =   0.99964558
 KX2064
 KX2064:                Primary Azimuth Mark                     Grid Az
 KX2064:SPC PA S     -  SHANNON                                  265 51 53.8
 KX2064:UTM  17      -  SHANNON                                  263 45 27.1
 KX2064
 KX2064|---------------------------------------------------------------------|
 KX2064| PID    Reference Object                     Distance      Geod. Az  |
 KX2064|                                                           dddmmss.s |
 KX2064| KY3090 SHANNON                             APPROX. 8.4 KM 2642713.7 |
 KX2064|---------------------------------------------------------------------|
 KX2064
 KX2064                          SUPERSEDED SURVEY CONTROL
 KX2064
 KX2064  NAD 83(1995)-  40 21 59.91857(N)    079 55 30.06394(W) AD(       ) 3
 KX2064  NAD 83(1986)-  40 21 59.92071(N)    079 55 30.07010(W) AD(       ) 3
 KX2064  NAD 27      -  40 21 59.67627(N)    079 55 30.89101(W) AD(       ) 3
 KX2064
 KX2064.Superseded values are not recommended for survey control.
 KX2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2064.See file dsdata.txt to determine how the superseded data were derived.
 KX2064
 KX2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE9126869007(NAD 83)
 KX2064_MARKER: DD = SURVEY DISK
 KX2064_SETTING: 0 = UNSPECIFIED SETTING
 KX2064_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX2064
 KX2064  HISTORY     - Date     Condition        Report By
 KX2064  HISTORY     - 1899     MONUMENTED       USGS
 KX2064
 KX2064                          STATION DESCRIPTION
 KX2064
 KX2064'DESCRIBED BY US GEOLOGICAL SURVEY 1899 (DHB)
 KX2064'ABOUT 2.5 MI W. OF MCKEESPORT AND 0.5 MI S. OF CALHOUN PARK, ON FARM
 KX2064'OF W. F. MILLER.
 KX2064'
 KX2064'STATION MARK--  STONE POST 36 BY 8 BY 8-IN., SET 30 IN. IN GROUND, IN
 KX2064'CENTER OF TOP OF WHICH IS CEMENTED A STANDARD DISK
 KX2064'MARKED---U S GEOLOGICAL SURVEY-PENNSYLVANIA---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JX1877 ***********************************************************************
 JX1877  DESIGNATION -  CALL
 JX1877  PID         -  JX1877
 JX1877  STATE/COUNTY-  PA/GREENE
 JX1877  USGS QUAD   -  HOLBROOK (1973)
 JX1877
 JX1877                         *CURRENT SURVEY CONTROL
 JX1877  ___________________________________________________________________
 JX1877* NAD 83(1992)-  39 50 56.77251(N)    080 18 05.92571(W)     ADJUSTED  
 JX1877* NAVD 88     -       469.     (meters)    1539.     (feet)  SCALED    
 JX1877  ___________________________________________________________________
 JX1877  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 JX1877  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JX1877
 JX1877  HORZ ORDER  -  SECOND
 JX1877
 JX1877.The horizontal coordinates were established by classical geodetic methods
 JX1877.and adjusted by the National Geodetic Survey in June 2002..
 JX1877
 JX1877.The orthometric height was scaled from a topographic map.
 JX1877
 JX1877.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1877
 JX1877.The geoid height was determined by GEOID03.
 JX1877
 JX1877;                    North         East     Units Scale Factor Converg.
 JX1877;SPC PA S     -    60,423.209   381,653.512   MT  1.00001424   -1 39 19.8
 JX1877;SPC PA S     -   198,238.48  1,252,141.56   sFT  1.00001424   -1 39 19.8
 JX1877;UTM  17      - 4,411,242.701   559,742.560   MT  0.99964394   +0 26 51.0
 JX1877
 JX1877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1877!SPC PA S     -   0.99993165  x   1.00001424  =   0.99994589
 JX1877!UTM  17      -   0.99993165  x   0.99964394  =   0.99957562
 JX1877
 JX1877:                Primary Azimuth Mark                     Grid Az
 JX1877:SPC PA S     -  CALL AZ MK                               011 31 17.8
 JX1877:UTM  17      -  CALL AZ MK                               009 25 07.0
 JX1877
 JX1877|---------------------------------------------------------------------|
 JX1877| PID    Reference Object                     Distance      Geod. Az  |
 JX1877|                                                           dddmmss.s |
 JX1877| CX3354 CALL AZ MK                                         0095158.0 |
 JX1877| JX1876 CALL USGS 1941                        5.205 METERS 10736     |
 JX1877| CX3355 CALL RM 2                             5.423 METERS 21552     |
 JX1877|---------------------------------------------------------------------|
 JX1877
 JX1877                          SUPERSEDED SURVEY CONTROL
 JX1877
 JX1877  NAD 83(1995)-  39 50 56.77254(N)    080 18 05.92578(W) AD(       ) 2
 JX1877  NAD 83(1986)-  39 50 56.77807(N)    080 18 05.93291(W) AD(       ) 2
 JX1877  NAD 27      -  39 50 56.50330(N)    080 18 06.68780(W) AD(       ) 2
 JX1877
 JX1877.Superseded values are not recommended for survey control.
 JX1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1877.See file dsdata.txt to determine how the superseded data were derived.
 JX1877
 JX1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE5974311243(NAD 83)
 JX1877_MARKER: DS = TRIANGULATION STATION DISK
 JX1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX1877+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2003
 JX1877
 JX1877  HISTORY     - Date     Condition        Report By
 JX1877  HISTORY     - 1941     MONUMENTED       CGS
 JX1877  HISTORY     - 20031105 GOOD             INDIV
 JX1877  HISTORY     - 20031120 GOOD             T3GLOB
 JX1877
 JX1877                          STATION DESCRIPTION
 JX1877
 JX1877'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1877'STATION IS ABOUT 2.2 MILES BY ROAD SE OF HOLBROOK, ON THE HIGHEST
 JX1877'POINT OF PASTURE LAND OWNED BY MR. CALL.  IT IS STAMPED CALL
 JX1877'1941 AND IS FLUSH.
 JX1877'
 JX1877'SURFACE, UNDERGROUND, REFERENCE NO. 2 AND AZIMUTH MARKS ARE STANDARD
 JX1877'BRONZE DISKS SET IN CONCRETE.
 JX1877'
 JX1877'CALL (U.S.G.S.) IS USED FOR REFERENCE MARK NO. 1.  IT IS A STANDARD
 JX1877'U.S. GEOLOGICAL TRIANGULATION DISK SET IN THE TOP OF A 6- BY
 JX1877'8-INCH GRANITE POST THAT PROJECTS ABOUT 10 INCHES.  THERE IS NO
 JX1877'STAMPING ON THE MARK.
 JX1877'
 JX1877'REFERENCE MARK NO. 2 IS STAMPED CALL 1941 NO. 2 AND IS FLUSH.
 JX1877'
 JX1877'AZIMUTH MARK IS IN A FENCE LINE, 10 FEET NW OF THE CENTER OF A GRADED
 JX1877'DIRT ROAD, AND 5.6 FEET NNE OF THE FENCE CORNER.  IT IS
 JX1877'STAMPED CALL 1941 AND PROJECTS ABOUT 4 INCHES.
 JX1877'
 JX1877'TO REACH THE STATION FROM THE POST OFFICE IN HOLBROOK, GO SW ON STATE
 JX1877'HIGHWAY 18 FOR 0.8 MILE TO A DIRT T ROAD LEFT AND A BRIDGE
 JX1877'CROSSING A SMALL STREAM, TURN LEFT ON THE DIRT ROAD AND GO 0.2 MILE
 JX1877'TO A T INTERSECTION (SMALL BRIDGE ON RIGHT) TURN LEFT
 JX1877'AND GO 0.7 MILE TO A FORKS JUST AFTER PASSING SEVERAL FARM BUILDINGS
 JX1877'ON BOTH SIDES OF ROAD, TURN LEFT AND GO 0.5 MILE TO HOUSE
 JX1877'ON RIGHT (CONTINUE 0.25 MILE NE TO AZIMUTH MARK ON LEFT), TURN
 JX1877'RIGHT AND PASS THROUGH YARD AND GO ABOUT 0.1 MILE TO HIGHEST PART OF
 JX1877'KNOLL AND STATION.
 JX1877'
 JX1877'A 4-FOOT STAND WILL SEE A 47-FOOT LIGHT AT STATION HEADLEY.
 JX1877'
 JX1877'A 4-FOOT STAND WILL SEE A 74-FOOT LIGHT AT STATIONS OAK, TIME
 JX1877'(U.S.G.S.) AND HUGHES (U.S.G.S.) AND BLACK.
 JX1877
 JX1877                          STATION RECOVERY (2003)
 JX1877
 JX1877'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (BAW)
 JX1877'RECOVERED AS DESCRIBED
 JX1877
 JX1877                          STATION RECOVERY (2003)
 JX1877
 JX1877'RECOVERY NOTE BY T3 GLOBAL STRATEGIES 2003 (BAW)
 JX1877'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JX1876 ***********************************************************************
 JX1876  DESIGNATION -  CALL USGS 1941
 JX1876  PID         -  JX1876
 JX1876  STATE/COUNTY-  PA/GREENE
 JX1876  USGS QUAD   -  HOLBROOK (1973)
 JX1876
 JX1876                         *CURRENT SURVEY CONTROL
 JX1876  ___________________________________________________________________
 JX1876* NAD 83(1992)-  39 50 56.72150(N)    080 18 05.71699(W)     ADJUSTED  
 JX1876* NAVD 88     -       469.     (meters)    1539.     (feet)  SCALED    
 JX1876  ___________________________________________________________________
 JX1876  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 JX1876  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JX1876
 JX1876  HORZ ORDER  -  SECOND
 JX1876
 JX1876.The horizontal coordinates were established by classical geodetic methods
 JX1876.and adjusted by the National Geodetic Survey in June 2002..
 JX1876
 JX1876.The orthometric height was scaled from a topographic map.
 JX1876
 JX1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1876
 JX1876.The geoid height was determined by GEOID03.
 JX1876
 JX1876;                    North         East     Units Scale Factor Converg.
 JX1876;SPC PA S     -    60,421.493   381,658.426   MT  1.00001424   -1 39 19.6
 JX1876;SPC PA S     -   198,232.85  1,252,157.69   sFT  1.00001424   -1 39 19.6
 JX1876;UTM  17      - 4,411,241.168   559,747.533   MT  0.99964395   +0 26 51.1
 JX1876
 JX1876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1876!SPC PA S     -   0.99993165  x   1.00001424  =   0.99994589
 JX1876!UTM  17      -   0.99993165  x   0.99964395  =   0.99957563
 JX1876
 JX1876:                Primary Azimuth Mark                     Grid Az
 JX1876:SPC PA S     -  BRISTORIA RESET                          303 09 17.0
 JX1876:UTM  17      -  BRISTORIA RESET                          301 03 06.3
 JX1876
 JX1876|---------------------------------------------------------------------|
 JX1876| PID    Reference Object                     Distance      Geod. Az  |
 JX1876|                                                           dddmmss.s |
 JX1876| JX1883 BRISTORIA RESET                     APPROX. 9.2 KM 3012957.4 |
 JX1876|---------------------------------------------------------------------|
 JX1876
 JX1876                          SUPERSEDED SURVEY CONTROL
 JX1876
 JX1876  NAD 83(1995)-  39 50 56.72153(N)    080 18 05.71706(W) AD(       ) 2
 JX1876  NAD 83(1986)-  39 50 56.72703(N)    080 18 05.72406(W) AD(       ) 2
 JX1876  NAD 27      -  39 50 56.45230(N)    080 18 06.47920(W) AD(       ) 2
 JX1876
 JX1876.Superseded values are not recommended for survey control.
 JX1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1876.See file dsdata.txt to determine how the superseded data were derived.
 JX1876
 JX1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE5974811241(NAD 83)
 JX1876_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JX1876_SETTING: 0 = UNSPECIFIED SETTING
 JX1876_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JX1876
 JX1876  HISTORY     - Date     Condition        Report By
 JX1876  HISTORY     - 1941     MONUMENTED       USGS
 JX1876
 JX1876                          STATION DESCRIPTION
 JX1876
 JX1876'DESCRIBED BY US GEOLOGICAL SURVEY 1941 (GWL)
 JX1876'THE STATION IS ABOUT 2.2 MILES SE OF HOLBROOK, ON THE HIGHEST POINT
 JX1876'OF PASTURE LAND OWNED BY MR. CALL.  IT IS A STANDARD
 JX1876'TRIANGULATION DISK OF THE U.S. GEOLOGICAL SURVEY SET IN THE TOP OF A
 JX1876'6- BY 8-INCH GRANITE POST THAT PROJECTS ABOUT 10 INCHES.
 JX1876'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CALL.  IT
 JX1876'IS 5.205 METERS SE OF THE STATION.
 JX1876'
 JX1876'TO REACH THE STATION FROM THE POST OFFICE IN HOLBROOK, GO SW ON STATE
 JX1876'HIGHWAY 18 FOR 0.8 MILE TO A DIRT T ROAD LEFT AND A BRIDGE
 JX1876'CROSSING A SMALL STREAM, TURN LEFT ON THE DIRT ROAD AND GO 0.2 MILE
 JX1876'TO A T INTERSECTION (SMALL BRIDGE ON RIGHT) TURN LEFT
 JX1876'AND GO 0.7 MILE TO A FORKS JUST AFTER PASSING SEVERAL FARM BUILDINGS
 JX1876'ON BOTH SIDES OF ROAD, TURN LEFT AND GO 0.5 MILE TO HOUSE
 JX1876'ON RIGHT (CONTINUE 0.25 MILE NE TO AZIMUTH MARK ON LEFT), TURN
 JX1876'RIGHT AND PASS THROUGH YARD AND GO ABOUT 0.1 MILE TO HIGHEST PART OF
 JX1876'KNOLL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1971 ***********************************************************************
 MB1971  DESIGNATION -  CALLAHAN
 MB1971  PID         -  MB1971
 MB1971  STATE/COUNTY-  PA/CRAWFORD
 MB1971  USGS QUAD   -  GREENVILLE WEST (1990)
 MB1971
 MB1971                         *CURRENT SURVEY CONTROL
 MB1971  ___________________________________________________________________
 MB1971* NAD 83(1992)-  41 29 08.82413(N)    080 22 44.77117(W)     ADJUSTED  
 MB1971* NAVD 88     -       398.     (meters)    1306.     (feet)  SCALED    
 MB1971  ___________________________________________________________________
 MB1971  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 MB1971  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MB1971
 MB1971  HORZ ORDER  -  SECOND
 MB1971
 MB1971.The horizontal coordinates were established by classical geodetic methods
 MB1971.and adjusted by the National Geodetic Survey in June 2002..
 MB1971
 MB1971.The orthometric height was scaled from a topographic map.
 MB1971
 MB1971.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1971
 MB1971.The geoid height was determined by GEOID03.
 MB1971
 MB1971;                    North         East     Units Scale Factor Converg.
 MB1971;SPC PA N     -   149,825.564   380,475.005   MT  0.99995755   -1 44 21.3
 MB1971;SPC PA N     -   491,552.70  1,248,275.08   sFT  0.99995755   -1 44 21.3
 MB1971;UTM  17      - 4,592,872.078   551,833.232   MT  0.99963306   +0 24 40.7
 MB1971
 MB1971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1971!SPC PA N     -   0.99994289  x   0.99995755  =   0.99990044
 MB1971!UTM  17      -   0.99994289  x   0.99963306  =   0.99957597
 MB1971
 MB1971:                Primary Azimuth Mark                     Grid Az
 MB1971:SPC PA N     -  MYERS                                    093 44 13.5
 MB1971:UTM  17      -  MYERS                                    091 35 11.5
 MB1971
 MB1971|---------------------------------------------------------------------|
 MB1971| PID    Reference Object                     Distance      Geod. Az  |
 MB1971|                                                           dddmmss.s |
 MB1971| MB1953 MYERS                               APPROX. 5.5 KM 0915952.2 |
 MB1971| MB1965 COUNTY LINE MON 384+90.4             16.328 METERS 09633     |
 MB1971| CX3358 CALLAHAN RM 1                        35.442 METERS 12850     |
 MB1971| CX3359 CALLAHAN RM 2                        38.679 METERS 27038     |
 MB1971| CX3357 CALLAHAN AZ MK                                     3584707.4 |
 MB1971|---------------------------------------------------------------------|
 MB1971
 MB1971                          SUPERSEDED SURVEY CONTROL
 MB1971
 MB1971  NAD 83(1995)-  41 29 08.82444(N)    080 22 44.77412(W) AD(       ) 2
 MB1971  NAD 83(1986)-  41 29 08.82750(N)    080 22 44.77406(W) AD(       ) 2
 MB1971  NAD 27      -  41 29 08.63500(N)    080 22 45.53200(W) AD(       ) 2
 MB1971
 MB1971.Superseded values are not recommended for survey control.
 MB1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1971.See file dsdata.txt to determine how the superseded data were derived.
 MB1971
 MB1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF5183392872(NAD 83)
 MB1971_MARKER: Z = SEE DESCRIPTION
 MB1971_SETTING: 0 = UNSPECIFIED SETTING
 MB1971
 MB1971  HISTORY     - Date     Condition        Report By
 MB1971  HISTORY     - 1937     MONUMENTED       PAGS
 MB1971  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MB1971
 MB1971                          STATION DESCRIPTION
 MB1971
 MB1971'DESCRIBED BY PENNSYLVANIA GEODETIC SURVEY 1937
 MB1971'FROM GREENVILLE N ON STATE ROUTE 18 FOR 0.8 MILE, THENCE STRAIGHT
 MB1971'AHEAD ON SLAG ROAD AT POINT WHERE HIGHWAY CURVES TO RIGHT, THENCE
 MB1971'N 4.0 MILES TO THE CRAWFORD COUNTY LINE.  STATION IS 70 FEET W OF
 MB1971'CENTER LINE OF ROAD.  ROAD NUMBER CHANGES TO 20110 AT
 MB1971'STATIONING 0 PLUS 00 AT COUNTY LINE.
 MB1971'
 MB1971'SURFACE AND UNDERGROUND MARKS ARE PA. COORDINATE SYSTEM STANDARD
 MB1971'BRONZE DISKS SET IN SQUARE BLOCKS OF CONCRETE.  REFERENCE AND
 MB1971'AZIMUTH MARKS ARE PA. COORDINATE SYSTEM STANDARD BRONZE DISKS IN
 MB1971'BOULDERS.
 MB1971'
 MB1971'REFERENCE MARK NO. 1 IS 24 FEET E OF CENTER LINE OF ROAD IN EDGE OF
 MB1971'WOODS.
 MB1971'
 MB1971'REFERENCE MARK NO. 2 IS W OF STATION ALONG MERCER-CRAWFORD BOUNDARY.
 MB1971'
 MB1971'AZIMUTH MARK IS N OF STATION.  TO REACH GO 0.3 MILE TO SECOND FARM ON
 MB1971'LEFT, THENCE TO DRIVE THROUGH FIELD, TILL ROAD TURNS TO LEFT.
 MB1971'MARK IS ABOUT 200 FEET TO W ON RIGHT OF ROAD.
 MB1971'
 MB1971'HEIGHT OF LIGHT ABOVE STATION MARK - 30.4 METERS.
 MB1971
 MB1971                          STATION RECOVERY (1960)
 MB1971
 MB1971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 MB1971'THE STATION AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED AND FOUND
 MB1971'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.
 MB1971'ACCORDING TO A STATEMENT BY MR. HERMAN MCCURDY, THE LAND OWNER, THE
 MB1971'MARK IS IN AN OPEN CULTIVATED FIELD, AND IS BURIED.  HE STRUCK THE
 MB1971'MARK SOME YEARS AGO WHILE PLOWING, BUT AT THIS TIME COULD NOT
 MB1971'DETERMINE THE POSITION OF SAME.  A NEW DESCRIPTION FOLLOWS- STATION
 MB1971'IS LOCATED ABOUT 6 MILES NORTH OF GREENVILLE, ABOUT 3 MILES EAST OF
 MB1971'JAMESTOWN, AND ON THE MERCER-CRAWFORD COUNTY LINE, ON THE WEST SIDE
 MB1971'OF A NORTH-SOUTH GRAVEL ROAD.  IT IS IN THE NORTH EDGE OF THE WOODS,
 MB1971'ABOUT 6 FEET SOUTH OF THE SOUTH EDGE OF A FIELD, AND 67 FEET WEST OF
 MB1971'THE INTERSECTION OF ROAD FORK.  THE MARK IS A PENNA. COORDINATE
 MB1971'SYSTEM DISK SET IN THE TOP OF A SQUARE BLOCK OF CONCRETE PROJECTING 9
 MB1971'INCHES, STAMPED CALLAHAN 1937.  (NOTES 1A, 7A).
 MB1971'
 MB1971'REFERENCE MARK NO. 1 IS SOUTHEAST AND ACROSS THE ROAD FROM THE
 MB1971'STATION.  IT IS 56 FEET SOUTH OF THE COUNTY LINE SIGN, 36 FEET EAST
 MB1971'OF THE CENTER OF THE ROAD FORK, 10 FEET NORTHWEST OF AN 18 INCH OAK
 MB1971'TREE, AND 1 FOOT WEST OF A U.S.C. AND G.S. WITNESS SIGN.  THE MARK IS
 MB1971'A PENNA. COORDINATE SYSTEM DISK SET IN A DRILL HOLE IN THE TOP OF AN
 MB1971'IRREGULAR SHAPED BOULDER, IT IS ABOUT 2 INCHES BELOW THE
 MB1971'SURFACE OF THE GROUND AND IS STAMPED, CALLAHAN NO 1 1937.
 MB1971'
 MB1971'REFERENCE MARK NO. 2 IS ON THE COUNTY LINE WEST OF THE STATION.  IT
 MB1971'IS 194 FEET WEST OF THE CENTER LINE OF THE ROAD, 15 FEET WEST OF A
 MB1971'10 INCH MAPLE TREE, 6 FEET EAST OF AN 8 INCH OAK TREE, AND ABOUT 6
 MB1971'FEET SOUTH OF THE EDGE OF THE FIELD.  THE MARK IS A PENNA.
 MB1971'COORDINATE SYSTEM DISK SET IN A DRILL HOLE IN THE TOP OF AN 8 BY 9
 MB1971'INCH BOULDER PROJECTING 4 INCHES, STAMPED CALLAHAN NO 2 1937.
 MB1971'
 MB1971'TO REACH FROM GREENVILLE, FROM THE WEST ENTRANCE TO THIEL COLLEGE, GO
 MB1971'NORTH ON STATE HIGHWAY 58 FOR 3.7 MILES TO A GRAVEL ROAD ON
 MB1971'RIGHT, TURN RIGHT AND GO EAST FOR 0.85 MILE TO A CROSS ROAD, TURN
 MB1971'LEFT AND GO NORTH AND NORTHEAST FOR 1.7 MILES TO THE MERCER-CRAWFORD
 MB1971'COUNTY LINE AND STATION ON LEFT.
 MB1971'
 MB1971'NEEDED AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3599 ***********************************************************************
 KV3599  DESIGNATION -  CAMEL HUMP
 KV3599  PID         -  KV3599
 KV3599  STATE/COUNTY-  PA/NORTHAMPTON
 KV3599  USGS QUAD   -  NAZARETH (1992)
 KV3599
 KV3599                         *CURRENT SURVEY CONTROL
 KV3599  ___________________________________________________________________
 KV3599* NAD 83(1992)-  40 39 59.92012(N)    075 21 28.28830(W)     ADJUSTED  
 KV3599* NAVD 88     -       182.2    (meters)     598.     (feet)  VERTCON   
 KV3599  ___________________________________________________________________
 KV3599  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 KV3599  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 KV3599
 KV3599  HORZ ORDER  -  THIRD
 KV3599
 KV3599.The horizontal coordinates were established by classical geodetic methods
 KV3599.and adjusted by the National Geodetic Survey in June 2002..
 KV3599
 KV3599.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV3599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV3599
 KV3599.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3599
 KV3599.The geoid height was determined by GEOID03.
 KV3599
 KV3599;                    North         East     Units Scale Factor Converg.
 KV3599;SPC PA S     -   150,784.885   802,242.425   MT  0.99996658   +1 33 07.2
 KV3599;SPC PA S     -   494,700.08  2,632,023.69   sFT  0.99996658   +1 33 07.2
 KV3599;UTM  18      - 4,501,814.065   469,752.454   MT  0.99961126   -0 13 59.5
 KV3599
 KV3599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3599!SPC PA S     -   0.99997680  x   0.99996658  =   0.99994338
 KV3599!UTM  18      -   0.99997680  x   0.99961126  =   0.99958807
 KV3599
 KV3599:                Primary Azimuth Mark                     Grid Az
 KV3599:SPC PA S     -  EASTON                                   065 58 41.0
 KV3599:UTM  18      -  EASTON                                   067 45 47.7
 KV3599
 KV3599|---------------------------------------------------------------------|
 KV3599| PID    Reference Object                     Distance      Geod. Az  |
 KV3599|                                                           dddmmss.s |
 KV3599| KV3586 EASTON                              APPROX.14.7 KM 0673148.2 |
 KV3599| KV3602 RADIO STATION WGPA FM MAST          APPROX. 7.6 KM 1330255.5 |
 KV3599| CB3746 CAMEL HUMP RM 1                      11.788 METERS 18026     |
 KV3599| KV3604 BETHLEHEM SUREFIT FURN SLIP TK      APPROX. 4.9 KM 1844049.7 |
 KV3599| KV3600 BETHLEHEM FIRST PRESB CH SPIRE      APPROX. 2.7 KM 2100807.9 |
 KV3599| KV3616 ALLENTOWN B E APT CONTROL TWR       APPROX. 6.5 KM 2570641.4 |
 KV3599| KV3615 AIRPORT BCN ALLENTOWN B E APT       APPROX. 6.2 KM 2591834.0 |
 KV3599| CB3747 CAMEL HUMP RM 2                      15.768 METERS 28611     |
 KV3599| KV3620 RNG ALENTOWN RADIO AE               APPROX. 7.3 KM 3001309.9 |
 KV3599|---------------------------------------------------------------------|
 KV3599
 KV3599                          SUPERSEDED SURVEY CONTROL
 KV3599
 KV3599  NAD 83(1996)-  40 39 59.91993(N)    075 21 28.28914(W) AD(       ) 3
 KV3599  NAD 83(1986)-  40 39 59.91924(N)    075 21 28.29364(W) AD(       ) 3
 KV3599  NAD 27      -  40 39 59.56260(N)    075 21 29.64760(W) AD(       ) 3
 KV3599  NGVD 29 (07/19/86)  182.4    (m)          598.     (f) VERT ANG       
 KV3599
 KV3599.Superseded values are not recommended for survey control.
 KV3599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3599.See file dsdata.txt to determine how the superseded data were derived.
 KV3599
 KV3599_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL6975201814(NAD 83)
 KV3599_MARKER: DS = TRIANGULATION STATION DISK
 KV3599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3599
 KV3599  HISTORY     - Date     Condition        Report By
 KV3599  HISTORY     - 1960     MONUMENTED       CGS
 KV3599  HISTORY     - 1964     GOOD             CGS
 KV3599  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KV3599
 KV3599                          STATION DESCRIPTION
 KV3599
 KV3599'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV3599'THE STATION IS LOCATED ON A HIGH HILL LOCALLY KNOWN AS CAMEL HUMP.
 KV3599'ABOUT 5.0 MILES SOUTH-SOUTHWEST OF NAZARETH, 2-1/2 MILES
 KV3599'NORTH-NORTHEAST OF BETHLEHEM AND ON PROPERTY OWNED BY THE JOHNSTON
 KV3599'ESTATE.
 KV3599'
 KV3599'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 512 AND U.S.
 KV3599'HIGHWAY 22, ABOUT 6.0 MILES WEST OF EASTON, GO SOUTHWEST DOWN
 KV3599'THE RAMP FOR 0.14 MILE TO HIGHWAY 512.  TURN LEFT AND GO SOUTHEAST ON
 KV3599'STATE HIGHWAY 512 FOR 0.17 MILE TO A SIDE ROAD ON THE LEFT, EAST
 KV3599'SIDE OF THE HIGHWAY, JUST AFTER CROSSING A RAILROAD CROSSING , BIERYS
 KV3599'RIDGE ROAD.  TURN LEFT AND GO NORTHEAST ON BIERYS RIDGE ROAD FOR
 KV3599'1.05 MILE TO A T-ROAD INTERSECTION.  TURN LEFT AND GO NORTH AND
 KV3599'EAST ON A MACADAM ROAD FOR 0.52 MILE TO TWO WHITE CONCRETE PILLARS ON
 KV3599'THE NORTH SIDE OF THE ROAD AND TWO WHITE CONCRETE PILLARS ON THE
 KV3599'SOUTH SIDE OF THE ROAD.  TURN RIGHT ONTO A DRIVEWAY, BETWEEN THE TWO
 KV3599'WHITE CONCRETE PILLARS AND GO ABOUT 40 FEET, THENCE LEFT ALONG
 KV3599'THE EAST SIDE OF A LAWN, PASSING TO THE EAST OF A BROWN HOUSE, FOR
 KV3599'0.03 MILE TO WHERE A TRACK ROAD ENTERS THE WOODS, CONTINUE
 KV3599'SOUTHEAST ON THE WOODS ROAD FOR 0.17 MILE TO A T-ROAD INTERSECTION,
 KV3599'GO SOUTH-SOUTHWEST ON THE WOODS ROAD FOR 0.1 MILE TO A
 KV3599'FORK.  TAKE THE LEFT FORK AND GO SOUTH AND EAST ON A TRACK WOODS
 KV3599'ROAD, UPHILL FOR 0.17 MILE TO THE HIGHEST POINT OF THE HILL AND THE
 KV3599'STATION.
 KV3599'
 KV3599'THE STATION MARK, A STANDARD DISK STAMPED CAMEL HUMP 1960, IS SET IN
 KV3599'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 KV3599'SURFACE OF THE GROUND.  IT IS 19 FEET SOUTHEAST OF A 18-INCH WILD
 KV3599'CHERRY TREE WITH A TRIANGULAR BLAZE AND 4.5 FEET NORTH OF A
 KV3599'STANDARD METAL WITNESS POST.
 KV3599'
 KV3599'REFERENCE MARK 1, A STANDARD DISK STAMPED CAMEL HUMP NO 1 1960, IS
 KV3599'SET IN A DRILL WITH CONCRETE IN THE TOP OF A 3 BY 5 FOOT
 KV3599'OUTCROPPING BEDROCK PROJECTING ABOUT 3 INCHES ABOVE THE SURFACE OF
 KV3599'THE GROUND.  IT IS 34.8 FEET SOUTH OF A STANDARD METAL WITNESS
 KV3599'POST AND MARKER AND IS ABOUT 3 FEET LOWER THAN THE STATION.
 KV3599'
 KV3599'REFERENCE MARK 2, A STANDARD DISK STAMPED CAMEL HUMP NO 2 1960, IS
 KV3599'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 KV3599'PROJECTING ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 KV3599'52.6 FEET NORTH-NORTHWEST OF A STANDARD METAL WITNESS POST AND
 KV3599'MARKER, 35 FEET WEST OF A 18-INCH WILD CHERRY TREE WITH A TRIANGULAR
 KV3599'BLAZE AND IS ABOUT 4 FEET LOWER THAN THE STATION.
 KV3599'
 KV3599'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  THERE WAS NO
 KV3599'SUITABLE LOCATION FOR AN AZIMUTH MARK TO BE ESTABLISHED.
 KV3599'
 KV3599'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS
 KV3599
 KV3599                          STATION RECOVERY (1964)
 KV3599
 KV3599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (PPB)
 KV3599'STATION WAS RECOVERED IN EXCELLENT CONDITION.
 KV3599
 KV3599                          STATION RECOVERY (2001)
 KV3599
 KV3599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV3599'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2688 ***********************************************************************
 LY2688  DESIGNATION -  CAMELBACK
 LY2688  PID         -  LY2688
 LY2688  STATE/COUNTY-  PA/MONROE
 LY2688  USGS QUAD   -  MOUNT POCONO (1992)
 LY2688
 LY2688                         *CURRENT SURVEY CONTROL
 LY2688  ___________________________________________________________________
 LY2688* NAD 83(1992)-  41 02 32.25402(N)    075 21 06.93438(W)     ADJUSTED  
 LY2688* NAVD 88     -       649.4    (meters)    2131.     (feet)  VERTCON   
 LY2688  ___________________________________________________________________
 LY2688  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 LY2688  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 LY2688
 LY2688  HORZ ORDER  -  THIRD
 LY2688
 LY2688.The horizontal coordinates were established by classical geodetic methods
 LY2688.and adjusted by the National Geodetic Survey in June 2002..
 LY2688
 LY2688.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2688
 LY2688.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2688
 LY2688.The geoid height was determined by GEOID03.
 LY2688
 LY2688;                    North         East     Units Scale Factor Converg.
 LY2688;SPC PA N     -   100,032.662   801,603.190   MT  0.99997815   +1 35 11.1
 LY2688;SPC PA N     -   328,190.49  2,629,926.47   sFT  0.99997815   +1 35 11.1
 LY2688;UTM  18      - 4,543,511.627   470,421.367   MT  0.99961077   -0 13 51.9
 LY2688
 LY2688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2688!SPC PA N     -   0.99990330  x   0.99997815  =   0.99988145
 LY2688!UTM  18      -   0.99990330  x   0.99961077  =   0.99951410
 LY2688
 LY2688:                Primary Azimuth Mark                     Grid Az
 LY2688:SPC PA N     -  MT POCONO SKYLINE INN STACK              359 09 14.7
 LY2688:UTM  18      -  MT POCONO SKYLINE INN STACK              000 58 17.7
 LY2688
 LY2688|---------------------------------------------------------------------|
 LY2688| PID    Reference Object                     Distance      Geod. Az  |
 LY2688|                                                           dddmmss.s |
 LY2688| LY2689 MT POCONO SKYLINE INN STACK         APPROX. 8.8 KM 0004425.8 |
 LY2688| CB3749 CAMELBACK RM 1                        7.119 METERS 07934     |
 LY2688| KV3576 E STROUDSBURG STC STACK             APPROX.15.8 KM 1084255.7 |
 LY2688| LY2687 CAMELBACK MTN STATE FIRE TWR         31.450 METERS 26733     |
 LY2688| LY2690 CAMELBACK MTN FAA MICROWAVE         APPROX. 1.5 KM 2755456.0 |
 LY2688| CB3748 CAMELBACK AZ MK                                    2822050.5 |
 LY2688| LY2700 TOBYHANNA TROSPHERIC W MAST         APPROX.19.0 KM 3412125.0 |
 LY2688| CB3750 CAMELBACK RM 2                        8.044 METERS 34332     |
 LY2688|---------------------------------------------------------------------|
 LY2688
 LY2688                          SUPERSEDED SURVEY CONTROL
 LY2688
 LY2688  NAD 83(1996)-  41 02 32.25407(N)    075 21 06.93684(W) AD(       ) 3
 LY2688  NAD 83(1986)-  41 02 32.25398(N)    075 21 06.93628(W) AD(       ) 3
 LY2688  NAD 27      -  41 02 31.92735(N)    075 21 08.26618(W) AD(       ) 3
 LY2688  NGVD 29 (07/19/86)  649.6    (m)         2131.     (f) VERT ANG       
 LY2688
 LY2688.Superseded values are not recommended for survey control.
 LY2688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2688.See file dsdata.txt to determine how the superseded data were derived.
 LY2688
 LY2688_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL7042143512(NAD 83)
 LY2688_MARKER: Z = SEE DESCRIPTION
 LY2688_SETTING: 0 = UNSPECIFIED SETTING
 LY2688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2688+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2006
 LY2688
 LY2688  HISTORY     - Date     Condition        Report By
 LY2688  HISTORY     - 1958     MONUMENTED       CGS
 LY2688  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LY2688  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LY2688  HISTORY     - 20060907 GOOD             INDIV
 LY2688  HISTORY     - 20060914 GOOD             AASCO
 LY2688
 LY2688                          STATION DESCRIPTION
 LY2688
 LY2688'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JMR)
 LY2688'THE STATION IS LOCATED ON THE TOP OF CAMELBACK MOUNTAIN, ABOUT 13
 LY2688'MILES EAST-SOUTHEAST OF BLAKESLEE CORNERS, 10 MILES WEST-NORTHWEST
 LY2688'OF STROUDSBURG, 4 MILES SOUTH OF POCONO MANOR.
 LY2688'
 LY2688'TO REACH THE STATION FROM BLAKESLEE CORNERS, WHICH IS AT THE
 LY2688'INTERSECTION OF STATE HIGHWAYS 940 AND 115- GO EAST ON STATE
 LY2688'HIGHWAY 940 FOR 7.8 MILES TO A ROAD FORK IN POCONO PINES, TAKE THE
 LY2688'RIGHT HAND FORK, STATE HIGHWAY 940, AND GO 1.25 MILES TO A
 LY2688'T-ROAD.  TURN RIGHT ON ROUTE 45024 AND GO SOUTHEAST FOR 1.95 MILES TO
 LY2688'A CROSS ROAD, CONTINUE STRAIGHT AHEAD, ON ROUTE 45024, FOR 6.40
 LY2688'MILES TO A REVERSE Y-FORK, TURN SHARP RIGHT AND FOLLOW WINDING
 LY2688'MOUNTAIN ROAD TO THE CREST OF THE RIDGE, A SPEED LIMIT SIGN, AND
 LY2688'THE AZIMUTH MARK ON THE SOUTH SIDE OF THE ROAD, CONTINUE EAST ALONG
 LY2688'THE TOP OF THE RIDGE TO THE LOOKOUT TOWER ON THE SUMMIT OF THE
 LY2688'MOUNTAIN AND THE STATION.
 LY2688'
 LY2688'STATION IS ABOUT 300 FEET WEST OF THE STONE HOUSE EAST OF THE SUMMIT,
 LY2688'100 FEET EAST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER.  THE MARK
 LY2688'IS A STANDARD USGS DISK, WITHOUT STAMPING, SET IN A DRILL HOLE IN THE
 LY2688'TOP OF A 4 X 8 FOOT BOULDER PROJECTING 1/2 FOOT.
 LY2688'
 LY2688'RM 1 IS 123 FEET EAST OF THE LOOKOUT TOWER.  THE MARK IS A STANDARD
 LY2688'DISK, STAMPED CAMELBACK NO 1 1958, SET IN A DRILL HOLE IN THE TOP
 LY2688'OF A 3 X 4 FOOT BOULDER PROJECTING 1 FOOT.
 LY2688'
 LY2688'RM 2 IS ABOUT 103 FEET WEST OF THE LOOKOUT TOWER, 24 FEET NORTH OF
 LY2688'THE CREST OF THE RIDGE.  THE MARK IS A STANDARD DISK, STAMPED
 LY2688'CAMELBACK NO 2 1958, SET IN A DRILL HOLE IN THE TOP OF A 4 X 4 FOOT
 LY2688'BOULDER PROJECTING 1-1/2 FEET.
 LY2688'
 LY2688'THE AZIMUTH MARK IS AT THE SPEED LIMIT SIGN ON THE SOUTH SIDE OF THE
 LY2688'ROAD GIVING ACCESS TO THE TOP OF THE MOUNTAIN, 26 FEET SOUTH OF
 LY2688'THE CENTER OF THE ROAD, 8 FEET SOUTH OF THE SPEED LIMIT SIGN, 7 FEET
 LY2688'SOUTH OF A STANDARD METAL WITNESS POST.  THE MARK IS A STANDARD
 LY2688'DISK, STAMPED CAMELBACK 1958, SET IN A DRILL HOLE IN THE TOP OF A 3 X
 LY2688'7 FOOT BOULDER PROJECTING 2 FEET.
 LY2688'
 LY2688'THE FIRE LOOKOUT TOWER IS A 30 FOOT HIGH WOODEN STRUCTURE SUPPORTED
 LY2688'BY 4, BRACED, ANGLE IRON LEGS.  THE MARK IS THE CENTER OF THE
 LY2688'TOWER.
 LY2688
 LY2688                          STATION RECOVERY (1960)
 LY2688
 LY2688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCC)
 LY2688'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WAS RECOVERED AS
 LY2688'DESCRIBED IN GOOD CONDITION.
 LY2688'
 LY2688'A DIFFERENCE IN THE DISTANCE TO R.M. NO 2 WAS FOUND.  THIS WAS NOTED
 LY2688'AND CHECKED IN THE FIELD.
 LY2688
 LY2688                          STATION RECOVERY (1969)
 LY2688
 LY2688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LY2688'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, THE AZIMUTH MARK
 LY2688'AND THE FIRE TOWER WERE RECOVERED AS DESCRIBED IN 1958 AND IN GOOD
 LY2688'CONDITION.
 LY2688
 LY2688                          STATION RECOVERY (2006)
 LY2688
 LY2688'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JKM)
 LY2688'THE STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE RECOVERED
 LY2688'IN FAIR CONDITION.  THE STATION DISK IS PITTED AND ILLEGIBLE, BUT
 LY2688'APPEARS TO BE SOLID IN ITS SETTING.
 LY2688' 
 LY2688'THE DESCRIPTION IS ACCURATE WITH THE FOLLOWING EXCEPTIONS.  NOTE THAT
 LY2688'RM 2 IS EAST, NOT WEST, OF THE FIRE TOWER.  THE SPEED LIMIT SIGN AND
 LY2688'WITNESS POST FOR THE AZIMUTH MARK WERE NOT FOUND.  THE AZIMUTH MARK IS
 LY2688'27.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 3.5 FEET
 LY2688'SOUTH-SOUTHWEST OF A 14-INCH DIAMETER PINE TREE.
 LY2688' 
 LY2688'AUTONOMOUS (NON-CORRECTED) HANDHELD GPS COORDINATES FOR RM 1 ARE 41 02
 LY2688'32.3(N) 075 21 06.6(W).  AUTONOMOUS (NON-CORRECTED) HANDHELD GPS
 LY2688'COORDINATES FOR RM 2 ARE 41 02 32.5(N) 075 21 07.0(W). WAAS-CORRECTED
 LY2688'HANDHELD GPS COORDINATES FOR THE AZIMUTH MARK ARE 41 02 38.2(N) 075 21
 LY2688'43.0(W).
 LY2688
 LY2688                          STATION RECOVERY (2006)
 LY2688
 LY2688'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 LY2688'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2690 ***********************************************************************
 LY2690  DESIGNATION -  CAMELBACK MTN FAA MICROWAVE
 LY2690  PID         -  LY2690
 LY2690  STATE/COUNTY-  PA/MONROE
 LY2690  USGS QUAD   -  MOUNT POCONO (1992)
 LY2690
 LY2690                         *CURRENT SURVEY CONTROL
 LY2690  ___________________________________________________________________
 LY2690* NAD 83(1992)-  41 02 37.39583(N)    075 22 12.54602(W)     ADJUSTED  
 LY2690* NAVD 88     -                                                        
 LY2690  ___________________________________________________________________
 LY2690  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 LY2690  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 LY2690
 LY2690  HORZ ORDER  -  THIRD
 LY2690
 LY2690.The horizontal coordinates were established by classical geodetic methods
 LY2690.and adjusted by the National Geodetic Survey in June 2002..
 LY2690
 LY2690
 LY2690.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2690
 LY2690.The geoid height was determined by GEOID03.
 LY2690
 LY2690;                    North         East     Units Scale Factor Converg.
 LY2690;SPC PA N     -   100,148.954   800,067.027   MT  0.99997799   +1 34 27.7
 LY2690;SPC PA N     -   328,572.03  2,624,886.57   sFT  0.99997799   +1 34 27.7
 LY2690;UTM  18      - 4,543,676.519   468,890.227   MT  0.99961191   -0 14 35.0
 LY2690
 LY2690                          SUPERSEDED SURVEY CONTROL
 LY2690
 LY2690  NAD 83(1996)-  41 02 37.39586(N)    075 22 12.54852(W) AD(       ) 4
 LY2690  NAD 83(1986)-  41 02 37.39491(N)    075 22 12.54727(W) AD(       ) 4
 LY2690  NAD 27      -  41 02 37.06846(N)    075 22 13.89009(W) AD(       ) 3
 LY2690
 LY2690.Superseded values are not recommended for survey control.
 LY2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2690.See file dsdata.txt to determine how the superseded data were derived.
 LY2690
 LY2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL6889043677(NAD 83)
 LY2690
 LY2690  HISTORY     - Date     Condition        Report By
 LY2690  HISTORY     - 1969     MONUMENTED       CGS
 LY2690
 LY2690                          STATION DESCRIPTION
 LY2690
 LY2690'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LY2690'THE CAMELBACK MOUNTAIN FEDERAL AVIATION AGENCY MICROWAVE MAST IS
 LY2690'LOCATED ABOUT 13 MILES EAST-SOUTHEAST OF BLAKESLEE
 LY2690'CORNERS, 4 MILES SOUTH OF POCONO MANOR AND ON A HIGH SUMMIT OF
 LY2690'CAMELBACK MOUNTAIN.
 LY2690'
 LY2690'THE STATION IS THE TOP CENTER OF THE 200 FEET HIGH STEEL MAST PAINTED
 LY2690'ALTERNATE RED AND WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2687 ***********************************************************************
 LY2687  DESIGNATION -  CAMELBACK MTN STATE FIRE TWR
 LY2687  PID         -  LY2687
 LY2687  STATE/COUNTY-  PA/MONROE
 LY2687  USGS QUAD   -  MOUNT POCONO (1992)
 LY2687
 LY2687                         *CURRENT SURVEY CONTROL
 LY2687  ___________________________________________________________________
 LY2687* NAD 83(1992)-  41 02 32.21050(N)    075 21 08.27970(W)     ADJUSTED  
 LY2687* NAVD 88     -                                                        
 LY2687  ___________________________________________________________________
 LY2687  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 LY2687  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 LY2687
 LY2687  HORZ ORDER  -  THIRD
 LY2687
 LY2687.The horizontal coordinates were established by classical geodetic methods
 LY2687.and adjusted by the National Geodetic Survey in June 2002..
 LY2687
 LY2687
 LY2687.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2687
 LY2687.The geoid height was determined by GEOID03.
 LY2687
 LY2687;                    North         East     Units Scale Factor Converg.
 LY2687;SPC PA N     -   100,030.450   801,571.819   MT  0.99997815   +1 35 10.2
 LY2687;SPC PA N     -   328,183.23  2,629,823.54   sFT  0.99997815   +1 35 10.2
 LY2687;UTM  18      - 4,543,510.411   470,389.953   MT  0.99961079   -0 13 52.8
 LY2687
 LY2687                          SUPERSEDED SURVEY CONTROL
 LY2687
 LY2687  NAD 83(1996)-  41 02 32.21055(N)    075 21 08.28216(W) AD(       ) 4
 LY2687  NAD 83(1986)-  41 02 32.21075(N)    075 21 08.28164(W) AD(       ) 4
 LY2687  NAD 27      -  41 02 31.88400(N)    075 21 09.61200(W) AD(       ) 3
 LY2687
 LY2687.Superseded values are not recommended for survey control.
 LY2687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2687.See file dsdata.txt to determine how the superseded data were derived.
 LY2687
 LY2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL7039043510(NAD 83)
 LY2687
 LY2687  HISTORY     - Date     Condition        Report By
 LY2687  HISTORY     - 1958     MONUMENTED       CGS
 LY2687  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LY2687  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LY2687
 LY2687                          STATION DESCRIPTION
 LY2687
 LY2687'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JMR)
 LY2687'THE STATION IS LOCATED ON THE TOP OF CAMELBACK MOUNTAIN, ABOUT 13
 LY2687'MILES EAST-SOUTHEAST OF BLAKESLEE CORNERS, 10 MILES WEST-NORTHWEST
 LY2687'OF STROUDSBURG, 4 MILES SOUTH OF POCONO MANOR.
 LY2687'
 LY2687'IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 30 FEET IN HEIGHT.
 LY2687'
 LY2687'TRIANGULATION STATION CAMELBACK (USGS) LIES 31.452 METERS EAST OF THE
 LY2687'CENTER OF THE LOOKOUT TOWER.
 LY2687
 LY2687                          STATION RECOVERY (1964)
 LY2687
 LY2687'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WFD)
 LY2687'RECOVERED IN GOOD CONDITION.
 LY2687
 LY2687                          STATION RECOVERY (1969)
 LY2687
 LY2687'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LY2687'STATION RECOVERED AS DESCRIBED IN 1958 AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0062 ***********************************************************************
 ND0062  DESIGNATION -  CAMERLO
 ND0062  PID         -  ND0062
 ND0062  STATE/COUNTY-  PA/ERIE
 ND0062  USGS QUAD   -  ERIE SOUTH (1996)
 ND0062
 ND0062                         *CURRENT SURVEY CONTROL
 ND0062  ___________________________________________________________________
 ND0062* NAD 83(1992)-  42 03 06.14222(N)    080 04 39.10090(W)     ADJUSTED  
 ND0062* NAVD 88     -       368.038  (meters)    1207.47   (feet)  ADJUSTED  
 ND0062  ___________________________________________________________________
 ND0062  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 ND0062  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 ND0062  DYNAMIC HT  -         367.897 (meters)    1207.01  (feet)  COMP
 ND0062  MODELED GRAV-     980,229.2   (mgal)                       NAVD 88
 ND0062
 ND0062  HORZ ORDER  -  SECOND
 ND0062  VERT ORDER  -  SECOND    CLASS 0
 ND0062
 ND0062.The horizontal coordinates were established by classical geodetic methods
 ND0062.and adjusted by the National Geodetic Survey in June 2002..
 ND0062
 ND0062.The orthometric height was determined by differential leveling
 ND0062.and adjusted by the National Geodetic Survey in June 1991..
 ND0062
 ND0062.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0062
 ND0062.The geoid height was determined by GEOID03.
 ND0062
 ND0062.The dynamic height is computed by dividing the NAVD 88
 ND0062.geopotential number by the normal gravity value computed on the
 ND0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0062.degrees latitude (g = 980.6199 gals.).
 ND0062
 ND0062.The modeled gravity was interpolated from observed gravity values.
 ND0062
 ND0062;                    North         East     Units Scale Factor Converg.
 ND0062;SPC PA N     -   211,937.274   407,338.427   MT  1.00001809   -1 32 23.1
 ND0062;SPC PA N     -   695,330.87  1,336,409.49   sFT  1.00001809   -1 32 23.1
 ND0062;UTM  17      - 4,655,928.744   576,335.401   MT  0.99967170   +0 37 04.4
 ND0062
 ND0062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ND0062!SPC PA N     -   0.99994770  x   1.00001809  =   0.99996579
 ND0062!UTM  17      -   0.99994770  x   0.99967170  =   0.99961942
 ND0062
 ND0062:                Primary Azimuth Mark                     Grid Az
 ND0062:SPC PA N     -  ERIE RADIO STATION WICU MAST             008 10 13.4
 ND0062:UTM  17      -  ERIE RADIO STATION WICU MAST             006 00 45.9
 ND0062
 ND0062|---------------------------------------------------------------------|
 ND0062| PID    Reference Object                     Distance      Geod. Az  |
 ND0062|                                                           dddmmss.s |
 ND0062| ND0213 ERIE RADIO STATION WICU MAST        APPROX. 5.9 KM 0063750.3 |
 ND0062| ND0063 CAMERLO RM 1                         27.310 METERS 04606     |
 ND0062| ND0216 ERIE TV STATION WICU MAST           APPROX. 6.1 KM 0765659.9 |
 ND0062| ND0219 ERIE RADIO WERC N MAST OF 4         APPROX. 3.1 KM 0813117.9 |
 ND0062| ND0217 ERIE TV STATION WSEE MAST           APPROX. 2.0 KM 1395743.9 |
 ND0062| ND0060 CAMERLO RM 2                         25.832 METERS 14139     |
 ND0062| ND0225 CAMERLO 1961 AZ MK 2 1977           229.609 METERS 21018     |
 ND0062| ND0059 CAMERLO AZ MK                                      2312430.6 |
 ND0062| ND0041 RESISTOR                            APPROX. 9.9 KM 2484751.3 |
 ND0062| ND0231 AIRPORT BCN PORT ERIE AIRPORT       APPROX. 9.3 KM 2915613.3 |
 ND0062| ND0232 WESTMINISTER WATER CO TANK          APPROX. 7.5 KM 2955733.9 |
 ND0062| ND0221 ERIE CATH PREP SCHOOL SPIRE         APPROX. 8.1 KM 3543501.8 |
 ND0062| ND0224 ERIE POLICE DEPT RADIO MAST         APPROX. 3.9 KM 3594116.6 |
 ND0062|---------------------------------------------------------------------|
 ND0062
 ND0062                          SUPERSEDED SURVEY CONTROL
 ND0062
 ND0062  NAD 83(1996)-  42 03 06.14352(N)    080 04 39.10132(W) AD(       ) 2
 ND0062  NAD 83(1995)-  42 03 06.14510(N)    080 04 39.09860(W) AD(       ) 2
 ND0062  NAD 83(1986)-  42 03 06.14721(N)    080 04 39.09801(W) AD(       ) 2
 ND0062  NAD 27      -  42 03 05.94870(N)    080 04 39.89900(W) AD(       ) 2
 ND0062  NGVD 29 (??/??/92)  368.239  (m)         1208.13   (f) ADJ UNCH    2 0
 ND0062
 ND0062.Superseded values are not recommended for survey control.
 ND0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0062.See file dsdata.txt to determine how the superseded data were derived.
 ND0062
 ND0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7633555929(NAD 83)
 ND0062_MARKER: DS = TRIANGULATION STATION DISK
 ND0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ND0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ND0062_STAMPING: CAMERLO 1961
 ND0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ND0062+STABILITY: SURFACE MOTION
 ND0062
 ND0062  HISTORY     - Date     Condition        Report By
 ND0062  HISTORY     - 1961     MONUMENTED       CGS
 ND0062  HISTORY     - 1961     GOOD             CGS
 ND0062  HISTORY     - 1977     GOOD             NGS
 ND0062
 ND0062                          STATION DESCRIPTION
 ND0062
 ND0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 ND0062'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTH OF ERIE, 1/4 OF A MILE
 ND0062'EAST OF THE JUNCTION OF U.S. HIGHWAY 19 AND INTERSTATE 90
 ND0062'AND ON PROPERTY OWNED BY MR. PETER CAMERLO WHO GAVE PERMISSION.
 ND0062'
 ND0062'TO REACH THE STATION FROM THE JUNCTION U.S. HIGHWAY 19 AND INTERSTATE
 ND0062'90 WHICH IS ABOUT 4.0 MILE SOUTH OF ERIE, GO EAST ON
 ND0062'INTERSTATE 90 FOR 2.5 MILES TO THE FIRST INTERCHANGE, TURN AROUND AND
 ND0062'GO WEST ON INTERSTATE 90 FOR 2.3 MILES TO A CLEAR OPENING OF FILL,
 ND0062'TURN RIGHT AND GO NORTHWESTERLY FOR 0.1 MILE TO THE STATION.
 ND0062'
 ND0062'STATION, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE MONUMENT
 ND0062'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF THE
 ND0062'GROUND, STAMPED CAMERLO 1961.  IT IS 40.6 FEET NORTHEAST OF A 12-INCH
 ND0062'TRIANGULAR BLAZED MAPLE TREE AND 3.5 FEET SOUTHEAST OF A
 ND0062'STANDARD METAL WITNESS POST AND MARKER.
 ND0062'
 ND0062'REFERENCE MARK 1, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 ND0062'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND,
 ND0062'STAMPED CAMERLO NO 1 1961.  IT IS 132.0 FEET NORTHEAST OF A 12-INCH
 ND0062'TRIANGULAR BLAZED MAPLE TREE, 89.7 FEET EAST-NORTHEAST
 ND0062'OF A STANDARD METAL WITNESS POST AND MARKER AND IS ABOUT THE SAME
 ND0062'ELEVATION AS THE STATION.
 ND0062'
 ND0062'REFERENCE MARK 2, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 ND0062'MONUMENT WHICH PROJECTS ABOUT 1-INCH ABOVE THE SURFACE OF
 ND0062'THE GROUND, STAMPED CAMERLO NO 2 1961.  IT IS 88.4 FEET SOUTHEAST OF
 ND0062'A STANDARD METAL WITNESS POST AND MARKER, 79.3 FEET EAST
 ND0062'OF A 12-INCH TRIANGULAR BLAZED MAPLE TREE AND IS ABOUT THE SAME
 ND0062'ELEVATION AS THE STATION.
 ND0062'
 ND0062'AZIMUTH MARK, IS A STANDARD DISK SET IN THE SOUTHEAST CORNER OF THE
 ND0062'SOUTH HEADWALL OF THE WEST BOUND TRAFFIC LANE OF
 ND0062'INTERSTATE 90 WHICH PROJECTS ABOUT 3.0 FEET ABOVE THE SURFACE OF THE
 ND0062'HIGHWAY, STAMPED CAMERLO 1961.  IT IS 19.0 FEET SOUTH OF THE
 ND0062'APPROXIMATE CENTER OF THE WEST BOUND LANE OF INTERSTATE 90 AND ABOUT
 ND0062'5 INCHES WEST OF THE EAST END OF THE HEADWALL.
 ND0062'THE AZIMUTH MARK IS AT THE INTERSECTION OF U.S. HIGHWAY 19 AND
 ND0062'INTERSTATE 90.
 ND0062'
 ND0062'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 ND0062
 ND0062                          STATION RECOVERY (1961)
 ND0062
 ND0062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 ND0062'3.3 MI SE FROM ERIE.
 ND0062'ABOUT 3.0 MILES SOUTH OF ERIE CITY LIMITS ALONG U.S. HIGHWAY 19
 ND0062'TO JUNCTION OF INTERSTATE HIGHWAY 90 AND U.S. HIGHWAY 19, THENCE
 ND0062'EAST ALONG INTERSTATE HIGHWAY 90 FOR 0.3 MILE, 40.6 FEET NORTHEAST
 ND0062'OF A 12-INCH MAPLE TREE, 13.5 FEET SOUTHEAST OF A STANDARD METAL
 ND0062'WITNESS POST, AND ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 ND0062'IT IS SET IN TOP OF A CONCRETE MONUMENT.
 ND0062
 ND0062                          STATION RECOVERY (1977)
 ND0062
 ND0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 ND0062'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 ND0062'CONDITION.  THE AZIMUTH MARK WAS IN THE AREA OF CONSTRUCTION.  A
 ND0062'NEW AZIMUTH MARK WAS SET AT THIS DATE.
 ND0062'
 ND0062'A SHORTER DISTANCE OF 0.03 FOOT OR 0.009 METERS WERE NOTED TO
 ND0062'REFERENCE MARK ONE.  A SHORTER DISTANCE OF 0.02 FOOT OR 0.006
 ND0062'METER WAS NOTED TO REFERENCE MARK 2.
 ND0062'
 ND0062'THE ANGLE BETWEEN THE AZIMUTH MARK AND THE REFERENCE MARKS WERE
 ND0062'WITHIN CLOSE AGREEMENT WITH THE 1961 OBSERVATIONS.
 ND0062'
 ND0062'THE STATION IS LOCATED 4 MILES SOUTH OF ERIE AND 1/4 MILE EAST
 ND0062'OF THE JUNCTION OF INTERSTATE HIGHWAY 90 AND U.S. HIGHWAY 19.  IT
 ND0062'IS ON PROPERTY OWNED BY MR. PETER CAMERLO.
 ND0062'
 ND0062'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 ND0062'U.S. HIGHWAY 19 IN THE SOUTH EDGE OF ERIE, GO NORTH ON U.S. HIGHWAY
 ND0062'19 FOR 0.2 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT, GO EAST FOR
 ND0062'0.2 MILE TO A POINT WHERE A TRACK ROAD GOES SOUTH.  TURN
 ND0062'RIGHT, GO SOUTH ON THE TRACK ROAD FOR 0.15 MILE TO THE
 ND0062'RIGHT-OF-WAY FENCE FOR INTERSTATE HIGHWAY 90.  TURN LEFT
 ND0062'AND GO EAST ON THE TRACK ROAD FOR 0.15 MILE CROSSING A DEEP
 ND0062'WASH TO THE STATION ON THE LEFT UNDER A HIGHLINE.
 ND0062'
 ND0062'THE STATION MARK IS A STANDARD DISK STAMPED CAMERLO 1961, SET
 ND0062'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 ND0062'WITH SURFACE.  IT IS 289 FEET NORTHWEST OF THE CENTER OF
 ND0062'INTERSTATE HIGHWAY 90, 35 FEET EAST OF A DEEP GULLY, 1 FOOT
 ND0062'NORTHWEST OF A WITNESS POST, AND UNDER A HIGHLINE.
 ND0062'
 ND0062'REFERENCE MARK ONE IS A STANDARD DISK STAMPED CAMERLO NO 1
 ND0062'1961 SET IN A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 ND0062'THE GROUND.  IT IS 316 FEET NORTHWEST OF THE CENTER OF
 ND0062'INTERSTATE 90 AND 1.5 FEET NORTHWEST OF A WITNESS POST.
 ND0062'
 ND0062'REFERENCE MARK TWO IS A STANDARD DISK STAMPED CAMERLO NO 2 1961
 ND0062'SET IN A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 ND0062'THE GROUND.  IT IS 205.5 FEET NORTHWEST OF THE CENTER OF
 ND0062'INTERSTATE 90 AND 1.5 FEET NORTHWEST OF A WITNESS POST.
 ND0062'
 ND0062'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CAMERLO 1961 AZ 2
 ND0062'1977 SET IN A 12-INCH ROUND CONCRETE MONUMENT PROJECTING
 ND0062'2-INCHES.  IT IS LOCATED IN THE NORTHEAST PART OF THE
 ND0062'INTERSECTION OF INTERSTATE HIGHWAY 90 AND U.S. HIGHWAY 19.  IT
 ND0062'IS 78.5 FEET SOUTHEAST OF THE SOUTH EDGE OF THE EASTBOUND LANE OF
 ND0062'INTERSTATE 90, 43 FEET SOUTHEAST OF THE CENTER OF ENTRANCE RAMP
 ND0062'FROM STATE HIGHWAY 19, 2.8 FEET SOUTHEAST OF RIGHT-OF-WAY
 ND0062'FENCE, AND 1.4 FEET SOUTHEAST OF A WITNESS POST.
 ND0062'
 ND0062'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 ND0062'4 MILES SOUTH OF ERIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0061 ***********************************************************************
 ND0061  DESIGNATION -  CAMERLO AZ 2
 ND0061  PID         -  ND0061
 ND0061  STATE/COUNTY-  PA/ERIE
 ND0061  USGS QUAD   -  ERIE SOUTH (1996)
 ND0061
 ND0061                         *CURRENT SURVEY CONTROL
 ND0061  ___________________________________________________________________
 ND0061* NAD 83(1986)-  42 02 59.     (N)    080 04 53.     (W)     SCALED    
 ND0061* NAVD 88     -       371.97   (+/-2cm)    1220.4    (feet)  VERTCON   
 ND0061  ___________________________________________________________________
 ND0061  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 ND0061
 ND0061  VERT ORDER  -  THIRD (See Below)
 ND0061
 ND0061.The horizontal coordinates were scaled from a topographic map and have
 ND0061.an estimated accuracy of +/- 6 seconds.
 ND0061
 ND0061.The NAVD 88 height was computed by applying the VERTCON shift value to
 ND0061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ND0061.The vertical order pertains to the NGVD 29 superseded value.
 ND0061
 ND0061.The geoid height was determined by GEOID03.
 ND0061
 ND0061;                    North         East    Units  Estimated Accuracy
 ND0061;SPC PA N     -   211,730.      407,010.      MT  (+/- 180 meters Scaled)
 ND0061
 ND0061                          SUPERSEDED SURVEY CONTROL
 ND0061
 ND0061  NGVD 29 (02/24/03)  372.16   (m)         1221.0    (f) RESET       3  
 ND0061
 ND0061.Superseded values are not recommended for survey control.
 ND0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0061.See file dsdata.txt to determine how the superseded data were derived.
 ND0061
 ND0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG760557(NAD 83)
 ND0061_MARKER: DR = REFERENCE MARK DISK
 ND0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ND0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ND0061_STAMPING: CAMERLO 1961 AZ 2 1977
 ND0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ND0061+STABILITY: SURFACE MOTION
 ND0061
 ND0061  HISTORY     - Date     Condition        Report By
 ND0061  HISTORY     - 1977     MONUMENTED       NGS
 ND0061
 ND0061                          STATION DESCRIPTION
 ND0061
 ND0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 ND0061'4 MI S FROM ERIE.
 ND0061'LOCATED 2.6 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 90 FROM ITS
 ND0061'JUNCTION WITH INTERSTATE 79 WHICH IS IN THE SOUTH PART OF ERIE, 78.5
 ND0061'FEET SOUTHEAST OF THE CENTER OF THE EAST BOUND LANE OF INTERSTATE
 ND0061'HIGHWAY 90, 43 FEET SOUTHEAST OF THE CENTER OF A RAMP LEAVING STATE
 ND0061'HIGHWAY 29 AND JOINING INTERSTATE HIGHWAY 90 EAST BOUND, AND 2.8
 ND0061'FEET SOUTH OF THE RIGHT-OF-WAY, FENCE. ABOUT LEVEL WITH THE RUMP.
 ND0061'1.4 FEET SOUTH OF A WITNESS POST 0.1 MILES NE OF BENCH MARK C 274
 ND0061'RESET PDH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0059 ***********************************************************************
 ND0059  DESIGNATION -  CAMERLO AZ MK
 ND0059  PID         -  ND0059
 ND0059  STATE/COUNTY-  PA/ERIE
 ND0059  USGS QUAD   -  ERIE SOUTH (1996)
 ND0059
 ND0059                         *CURRENT SURVEY CONTROL
 ND0059  ___________________________________________________________________
 ND0059* NAD 83(1986)-  42 02 59.     (N)    080 04 53.     (W)     SCALED    
 ND0059* NAVD 88     -       373.794  (meters)    1226.36   (feet)  ADJUSTED  
 ND0059  ___________________________________________________________________
 ND0059  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 ND0059  DYNAMIC HT  -         373.651 (meters)    1225.89  (feet)  COMP
 ND0059  MODELED GRAV-     980,229.6   (mgal)                       NAVD 88
 ND0059
 ND0059  VERT ORDER  -  SECOND    CLASS 0
 ND0059
 ND0059.The horizontal coordinates were scaled from a topographic map and have
 ND0059.an estimated accuracy of +/- 6 seconds.
 ND0059
 ND0059.The orthometric height was determined by differential leveling
 ND0059.and adjusted by the National Geodetic Survey in June 1991..
 ND0059
 ND0059.The geoid height was determined by GEOID03.
 ND0059
 ND0059.The dynamic height is computed by dividing the NAVD 88
 ND0059.geopotential number by the normal gravity value computed on the
 ND0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0059.degrees latitude (g = 980.6199 gals.).
 ND0059
 ND0059.The modeled gravity was interpolated from observed gravity values.
 ND0059
 ND0059;                    North         East    Units  Estimated Accuracy
 ND0059;SPC PA N     -   211,730.      407,010.      MT  (+/- 180 meters Scaled)
 ND0059
 ND0059                          SUPERSEDED SURVEY CONTROL
 ND0059
 ND0059  NGVD 29 (??/??/92)  373.993  (m)         1227.01   (f) ADJ UNCH    2 0
 ND0059
 ND0059.Superseded values are not recommended for survey control.
 ND0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0059.See file dsdata.txt to determine how the superseded data were derived.
 ND0059
 ND0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG760557(NAD 83)
 ND0059_MARKER: DZ = AZIMUTH MARK DISK
 ND0059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ND0059_SP_SET: BRIDGE
 ND0059_STAMPING: CAMERLO 1961
 ND0059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0059
 ND0059  HISTORY     - Date     Condition        Report By
 ND0059  HISTORY     - 1961     MONUMENTED       CGS
 ND0059
 ND0059                          STATION DESCRIPTION
 ND0059
 ND0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ND0059'3.0 MI S FROM ERIE.
 ND0059'LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAY 90 AND U.S. HIGHWAY
 ND0059'19 ABOUT 3.0 MILES SOUTH OF ERIE. ALSO ABOUT 0.1 MILE EAST ALONG
 ND0059'U.S. HIGHWAY 20 TO THE INTERSECTION OF STATE HIGHWAY 98 FROM THE
 ND0059'POST OFFICE IN FAIRVIEW, THENCE 2.0 MILES SOUTH ALONG STATE HIGHWAY
 ND0059'98 TO THE INTERCHANGE BRIDGE OVER INTERSTATE HIGHWAY 90, THENCE
 ND0059'8.27 MILES EAST ALONG INTERSTATE HIGHWAY 90, 19.0 FEET SOUTH OF
 ND0059'THE WEST BOUND LANE OF TRAFFIC OF INTERSTATE HIGHWAY 90, 5 INCHES
 ND0059'WEST OF EAST END OF BANISTER, AND ABOUT 2 FEET ABOVE THE LEVEL
 ND0059'OF THE HIGHWAY. IT IS SET IN A DRILL HOLE IN THE SOUTHEAST END OF
 ND0059'BRIDGE FOR WEST LANE OF TRAFFIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0063 ***********************************************************************
 ND0063  DESIGNATION -  CAMERLO RM 1
 ND0063  PID         -  ND0063
 ND0063  STATE/COUNTY-  PA/ERIE
 ND0063  USGS QUAD   -  ERIE SOUTH (1996)
 ND0063
 ND0063                         *CURRENT SURVEY CONTROL
 ND0063  ___________________________________________________________________
 ND0063* NAD 83(1986)-  42 03 05.     (N)    080 04 38.     (W)     SCALED    
 ND0063* NAVD 88     -       368.034  (meters)    1207.46   (feet)  ADJUSTED  
 ND0063  ___________________________________________________________________
 ND0063  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 ND0063  DYNAMIC HT  -         367.893 (meters)    1207.00  (feet)  COMP
 ND0063  MODELED GRAV-     980,229.2   (mgal)                       NAVD 88
 ND0063
 ND0063  VERT ORDER  -  SECOND    CLASS 0
 ND0063
 ND0063.The horizontal coordinates were scaled from a topographic map and have
 ND0063.an estimated accuracy of +/- 6 seconds.
 ND0063
 ND0063.The orthometric height was determined by differential leveling
 ND0063.and adjusted by the National Geodetic Survey in June 1991..
 ND0063
 ND0063.The geoid height was determined by GEOID03.
 ND0063
 ND0063.The dynamic height is computed by dividing the NAVD 88
 ND0063.geopotential number by the normal gravity value computed on the
 ND0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0063.degrees latitude (g = 980.6199 gals.).
 ND0063
 ND0063.The modeled gravity was interpolated from observed gravity values.
 ND0063
 ND0063;                    North         East    Units  Estimated Accuracy
 ND0063;SPC PA N     -   211,900.      407,360.      MT  (+/- 180 meters Scaled)
 ND0063
 ND0063                          SUPERSEDED SURVEY CONTROL
 ND0063
 ND0063  NGVD 29 (??/??/92)  368.235  (m)         1208.12   (f) ADJ UNCH    2 0
 ND0063
 ND0063.Superseded values are not recommended for survey control.
 ND0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0063.See file dsdata.txt to determine how the superseded data were derived.
 ND0063
 ND0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG763558(NAD 83)
 ND0063_MARKER: DR = REFERENCE MARK DISK
 ND0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ND0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ND0063_STAMPING: CAMERLO NO 1 1961
 ND0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ND0063+STABILITY: SURFACE MOTION
 ND0063
 ND0063  HISTORY     - Date     Condition        Report By
 ND0063  HISTORY     - 1961     MONUMENTED       CGS
 ND0063
 ND0063                          STATION DESCRIPTION
 ND0063
 ND0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ND0063'3.3 MI SE FROM ERIE.
 ND0063'ABOUT 3.0 MILES SOUTH OF ERIE CITY LIMITS ALONG U.S. HIGHWAY 19
 ND0063'TO JUNCTION OF INTERSTATE HIGHWAY 90 AND U.S. HIGHWAY 19, THENCE
 ND0063'EAST ALONG INTERSTATE HIGHWAY 90 FOR 0.3 MILE, 132.0 FEET
 ND0063'NORTHEAST OF A 12-INCH MAPLE TREE, 89.7 FEET NORTHEAST OF A
 ND0063'STANDARD METAL WITNESS POST, AND 89.6 FEET NORTHEAST OF THE STATION
 ND0063'MARK. IT IS SET IN THE TOP OF A CONCRETE MONUMENT THAT IS PROJECTING
 ND0063'1 INCH ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0060 ***********************************************************************
 ND0060  DESIGNATION -  CAMERLO RM 2
 ND0060  PID         -  ND0060
 ND0060  STATE/COUNTY-  PA/ERIE
 ND0060  USGS QUAD   -  ERIE SOUTH (1996)
 ND0060
 ND0060                         *CURRENT SURVEY CONTROL
 ND0060  ___________________________________________________________________
 ND0060* NAD 83(1986)-  42 03 05.     (N)    080 04 38.     (W)     SCALED    
 ND0060* NAVD 88     -       367.860  (meters)    1206.89   (feet)  ADJUSTED  
 ND0060  ___________________________________________________________________
 ND0060  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 ND0060  DYNAMIC HT  -         367.719 (meters)    1206.42  (feet)  COMP
 ND0060  MODELED GRAV-     980,229.2   (mgal)                       NAVD 88
 ND0060
 ND0060  VERT ORDER  -  SECOND    CLASS 0
 ND0060
 ND0060.The horizontal coordinates were scaled from a topographic map and have
 ND0060.an estimated accuracy of +/- 6 seconds.
 ND0060
 ND0060.The orthometric height was determined by differential leveling
 ND0060.and adjusted by the National Geodetic Survey in June 1991..
 ND0060
 ND0060.The geoid height was determined by GEOID03.
 ND0060
 ND0060.The dynamic height is computed by dividing the NAVD 88
 ND0060.geopotential number by the normal gravity value computed on the
 ND0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0060.degrees latitude (g = 980.6199 gals.).
 ND0060
 ND0060.The modeled gravity was interpolated from observed gravity values.
 ND0060
 ND0060;                    North         East    Units  Estimated Accuracy
 ND0060;SPC PA N     -   211,900.      407,360.      MT  (+/- 180 meters Scaled)
 ND0060
 ND0060                          SUPERSEDED SURVEY CONTROL
 ND0060
 ND0060  NGVD 29 (??/??/92)  368.061  (m)         1207.55   (f) ADJ UNCH    2 0
 ND0060
 ND0060.Superseded values are not recommended for survey control.
 ND0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0060.See file dsdata.txt to determine how the superseded data were derived.
 ND0060
 ND0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG763558(NAD 83)
 ND0060_MARKER: DR = REFERENCE MARK DISK
 ND0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ND0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ND0060_STAMPING: CAMERLO NO 2 1961
 ND0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ND0060+STABILITY: SURFACE MOTION
 ND0060
 ND0060  HISTORY     - Date     Condition        Report By
 ND0060  HISTORY     - 1961     MONUMENTED       CGS
 ND0060
 ND0060                          STATION DESCRIPTION
 ND0060
 ND0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ND0060'3.3 MI SE FROM ERIE.
 ND0060'ABOUT 3.0 MILES SOUTH OF ERIE CITY LIMITS ALONG U.S. HIGHWAY 19
 ND0060'TO JUNCTION OF INTERSTATE HIGHWAY 90 AND U.S. HIGHWAY 19, THENCE EAST
 ND0060'ALONG INTERSTATE HIGHWAY 90 FOR 0.3 MILE, 88.4 FEET SOUTHEAST OF A
 ND0060'STANDARD METAL WITNESS POST, 84.8 FEET SOUTH OF THE STATION MARK, AND
 ND0060'EAST ALONG WITNESS POST, 84.8 FEET SOUTH OF THE STATION MARK, AND
 ND0060'79.3 FEET EAST OF A 12-INCH MAPLE TREE. IT IS SET IN TOP OF A
 ND0060'SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE SURFACE OF
 ND0060'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2207 ***********************************************************************
 MA2207  DESIGNATION -  CAMERON
 MA2207  PID         -  MA2207
 MA2207  STATE/COUNTY-  PA/CAMERON
 MA2207  USGS QUAD   -  CAMERON (1971)
 MA2207
 MA2207                         *CURRENT SURVEY CONTROL
 MA2207  ___________________________________________________________________
 MA2207* NAD 83(1992)-  41 28 41.10020(N)    078 09 37.66494(W)     ADJUSTED  
 MA2207* NAVD 88     -       513.1    (meters)    1683.     (feet)  VERTCON   
 MA2207  ___________________________________________________________________
 MA2207  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 MA2207  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 MA2207
 MA2207  HORZ ORDER  -  THIRD
 MA2207
 MA2207.The horizontal coordinates were established by classical geodetic methods
 MA2207.and adjusted by the National Geodetic Survey in June 2002..
 MA2207
 MA2207.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2207
 MA2207.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2207
 MA2207.The geoid height was determined by GEOID03.
 MA2207
 MA2207;                    North         East     Units Scale Factor Converg.
 MA2207;SPC PA N     -   145,719.349   565,717.992   MT  0.99995740   -0 16 17.5
 MA2207;SPC PA N     -   478,080.90  1,856,026.45   sFT  0.99995740   -0 16 17.5
 MA2207;UTM  17      - 4,595,723.940   737,087.627   MT  1.00029181   +1 52 53.7
 MA2207
 MA2207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2207!SPC PA N     -   0.99992453  x   0.99995740  =   0.99988193
 MA2207!UTM  17      -   0.99992453  x   1.00029181  =   1.00021632
 MA2207
 MA2207|---------------------------------------------------------------------|
 MA2207| PID    Reference Object                     Distance      Geod. Az  |
 MA2207|                                                           dddmmss.s |
 MA2207| CK6750 CAMERON RM 1                         10.745 METERS 00011     |
 MA2207| CK6751 CAMERON RM 2                         11.804 METERS 24903     |
 MA2207| CK6749 CAMERON AZ MK                                      3015652.7 |
 MA2207|---------------------------------------------------------------------|
 MA2207
 MA2207                          SUPERSEDED SURVEY CONTROL
 MA2207
 MA2207  NAD 83(1986)-  41 28 41.10022(N)    078 09 37.66559(W) AD(       ) 3
 MA2207  NAD 27      -  41 28 40.87195(N)    078 09 38.64292(W) AD(       ) 3
 MA2207  NGVD 29 (07/19/86)  513.3    (m)         1684.     (f) VERT ANG       
 MA2207
 MA2207.Superseded values are not recommended for survey control.
 MA2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2207.See file dsdata.txt to determine how the superseded data were derived.
 MA2207
 MA2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF3708895724(NAD 83)
 MA2207_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2207
 MA2207  HISTORY     - Date     Condition        Report By
 MA2207  HISTORY     - 1968     MONUMENTED       CGS
 MA2207
 MA2207                          STATION DESCRIPTION
 MA2207
 MA2207'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA2207'THE STATION IS LOCATED 5 MILES SOUTHEAST OF EMPORIUM, 2 MILES NORTH
 MA2207'OF CAMERON, 0.1 MILE NORTHEAST OF A LANDING STRIP, ON A LOW GRASSY
 MA2207'KNOLL ON PROPERTY OWNED BY MR. BRICK SLIDER.
 MA2207'
 MA2207'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 120 AND STATE HIGHWAY 155
 MA2207'AT THE EAST EDGE OF EMPORIUM, GO EAST ON U.S.  HIGHWAY 120 FOR
 MA2207'5.1 MILES TO A SIDE ROAD LEFT IN CAMERON.  TURN LEFT AND GO NORTHEAST
 MA2207'ON HUNTS RUN ROAD FOR 0.05 MILE TO A FORK.  TAKE THE LEFT FORK,
 MA2207'LEAVING THE PAVED ROAD AND GO NORTHEAST ON MCKINNON ROAD FOR 1.5
 MA2207'MILES TO A FORK.  TAKE THE LEFT FORK AND GO NORTH ON THE GRADED ROAD
 MA2207'FOR 0.85 MILE TO A SMALL BRIDGE AND A SIGN STEAM MILL ROAD-STATE
 MA2207'FOREST LANDS.  CONTINUE NORTH ON THE GRADED ROAD FOR 0.25 MILE TO
 MA2207'A FORK.  TAKE THE RIGHT FORK AND GO NORTHEAST FOR 0.9 MILE ON THE
 MA2207'GRADED ROAD (UNDER CONSTRUCTION) TO AN OPEN AREA AND THE NORTHWEST
 MA2207'END OF A NORTHWEST-SOUTHEAST LANDING STRIP.  (TO REACH THE AZIMUTH
 MA2207'MARK, TURN RIGHT AND GO SOUTHWEST ON A TRACK ROAD FOR 0.1 MILE TO THE
 MA2207'MARK ON THE RIGHT AS DESCRIBED,) GO SOUTH ALONG THE NORTH
 MA2207'SIDE OF THE LANDING STRIP FOR 0.45 MILE, THEN TURN LEFT AND GO NORTH
 MA2207'AND EAST TO THE TOP OF A SMALL GRASSY KNOLL AND THE STATION AS
 MA2207'DESCRIBED.
 MA2207'
 MA2207'THE STATION MARK IS 6.5 FEET NORTHWEST OF A METAL WITNESS POST AND
 MA2207'SIGN.  IT IS A STANDARD TRIANGULATION DISK SET IN THE TOP OF A 12
 MA2207'INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE GROUND.  IT
 MA2207'IS STAMPED CAMERON 1968.
 MA2207'
 MA2207'REFERENCE MARK 1 IS 32.0 FEET NORTHEAST OF THE METAL WITNESS POST AND
 MA2207'SIGN.  IT IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 MA2207'WHICH PROJECTS 3 INCHES ABOVE GROUND.  IT IS STAMPED CAMERON NO 1
 MA2207'1968.
 MA2207'
 MA2207'REFERENCE MARK 2 IS 36.0 FEET SOUTHWEST OF THE METAL WITNESS POST AND
 MA2207'SIGN.  IT IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 MA2207'WHICH PROJECTS 3 INCHES ABOVE GROUND.  IT IS STAMPED CAMERON NO 2
 MA2207'1968.
 MA2207'
 MA2207'THE AZIMUTH MARK IS 200 FEET SOUTHWEST OF THE NORTHWEST END OF THE
 MA2207'LANDING STRIP, 43 FEET WEST-NORTHWEST OF THE TRACK ROAD, 4.) FEET
 MA2207'EAST-SOUTHEAST OF A TRIANGULAR BLAZED TREE AND 1.6 FEET NORTHEAST OF
 MA2207'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD DISK SET IN THE
 MA2207'TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES ABOVE
 MA2207'GROUND.  IT IS STAMPED CAMERON 1968.
 MA2207'
 MA2207'ALL MARKS ARE PAINTED RED.
 MA2207'
 MA2207'HEIGHT OF LIGHT ABOVE STATION MARK 0.82 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1799 ***********************************************************************
 LZ1799  DESIGNATION -  CAMP
 LZ1799  PID         -  LZ1799
 LZ1799  STATE/COUNTY-  PA/CLINTON
 LZ1799  USGS QUAD   -  KEATING (1983)
 LZ1799
 LZ1799                         *CURRENT SURVEY CONTROL
 LZ1799  ___________________________________________________________________
 LZ1799* NAD 83(1992)-  41 18 27.85645(N)    077 57 32.56760(W)     ADJUSTED  
 LZ1799* NAVD 88     -       523.4    (meters)    1717.     (feet)  VERTCON   
 LZ1799  ___________________________________________________________________
 LZ1799  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 LZ1799  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 LZ1799
 LZ1799  HORZ ORDER  -  THIRD
 LZ1799
 LZ1799.The horizontal coordinates were established by classical geodetic methods
 LZ1799.and adjusted by the National Geodetic Survey in June 2002..
 LZ1799
 LZ1799.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1799
 LZ1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1799
 LZ1799.The geoid height was determined by GEOID03.
 LZ1799
 LZ1799;                    North         East     Units Scale Factor Converg.
 LZ1799;SPC PA N     -   126,741.221   582,494.629   MT  0.99995866   -0 08 17.9
 LZ1799;SPC PA N     -   415,816.82  1,911,067.80   sFT  0.99995866   -0 08 17.9
 LZ1799;UTM  18      - 4,577,144.231   252,286.386   MT  1.00035524   -1 57 15.4
 LZ1799;UTM  17      - 4,577,381.467   754,571.193   MT  1.00039764   +2 00 30.3
 LZ1799
 LZ1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1799!SPC PA N     -   0.99992300  x   0.99995866  =   0.99988167
 LZ1799!UTM  18      -   0.99992300  x   1.00035524  =   1.00027821
 LZ1799!UTM  17      -   0.99992300  x   1.00039764  =   1.00032061
 LZ1799
 LZ1799|---------------------------------------------------------------------|
 LZ1799| PID    Reference Object                     Distance      Geod. Az  |
 LZ1799|                                                           dddmmss.s |
 LZ1799| CK6755 CAMP RM 1                            16.703 METERS 15939     |
 LZ1799| CK6754 CAMP AZ MK                                         1802928.7 |
 LZ1799| MA2203 JERRY                               APPROX. 7.3 KM 2481626.3 |
 LZ1799| CK6756 CAMP RM 2                            19.018 METERS 32305     |
 LZ1799|---------------------------------------------------------------------|
 LZ1799
 LZ1799                          SUPERSEDED SURVEY CONTROL
 LZ1799
 LZ1799  NAD 83(1986)-  41 18 27.85424(N)    077 57 32.56927(W) AD(       ) 3
 LZ1799  NAD 27      -  41 18 27.61982(N)    077 57 33.58307(W) AD(       ) 3
 LZ1799  NGVD 29 (07/19/86)  523.6    (m)         1718.     (f) VERT ANG       
 LZ1799
 LZ1799.Superseded values are not recommended for survey control.
 LZ1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1799.See file dsdata.txt to determine how the superseded data were derived.
 LZ1799
 LZ1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL5228677144(NAD 83)
 LZ1799_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1799
 LZ1799  HISTORY     - Date     Condition        Report By
 LZ1799  HISTORY     - 1968     MONUMENTED       CGS
 LZ1799
 LZ1799                          STATION DESCRIPTION
 LZ1799
 LZ1799'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 LZ1799'THE STATION IS LOCATED ABOUT 7-1/2 MILES EAST OF SINNEMAHONING, 6-1/2
 LZ1799'MILES WEST OF WESTPORT, 3-1/2 MILES NORTH OF U.S.  HIGHWAY 120 AND ON
 LZ1799'STATE FOREST LANDS.
 LZ1799'
 LZ1799'TO REACH THE STATION FROM THE POST OFFICE IN WESTPORT GO WEST ON U.S.
 LZ1799'HIGHWAY 120 FOR 3.25 MILES TO A SIDE ROAD RIGHT, (COOK RUN ROAD AND
 LZ1799'A SIGN SPROUL STATE FOREST) TURN RIGHT AND GO NORTHERLY ON COOK RUN
 LZ1799'ROAD FOR 1.1 MILES TO A FORK, TAKE THE LEFT FORK AND GO WESTERLY
 LZ1799'FOR 0.05 MILE TO A FORK, TAKE THE LEFT FORK AND GO WEST FOR 1.1 TO A
 LZ1799'FORK, TAKE THE LEFT FORK AND CONTINUE WEST UP HILL ON COVE RUN ROAD
 LZ1799'FOR 1.4 MILES TO A SIDE ROAD ON THE LEFT, CONTINUE WEST THEN NORTH
 LZ1799'FOR 2.6 MILES TO A LARGE SAWDUST PILE ON THE LEFT, CONTINUE AHEAD
 LZ1799'NORTHEASTERLY FOR 0.45 MILE TO A CROSSROAD, TURN RIGHT AND GO
 LZ1799'SOUTH FOR 0.1 MILE TO A STRIP MINE, BEAR RIGHT AND GO SOUTHWEST
 LZ1799'THROUGH THE STRIPED AREA ON A TRACK ROAD FOR 0.2 MILE TO THE
 LZ1799'AZIMUTH MARK ON THE RIGHT AT THE SOUTH EDGE OF A SLAG DUMP, CONTINUE
 LZ1799'SOUTH ON THE TRACK ROAD FOR 0.1 MILE TO A SIDE ROAD LEFT OVER A
 LZ1799'FILL, TURN LEFT AND PASS OVER THE FILL FOR 0.05 MILES TO THE EDGE OF
 LZ1799'THE WOODS, TURN LEFT AND GO NORTH ON A TRACK ROAD FOR 0.2 MILE
 LZ1799'TO THE HIGHEST POINT OF THE HILL AND THE STATION.
 LZ1799'
 LZ1799'THE STATION MARK IS 32 FEET SOUTH OF A 10 INCH TREE WITH A TRIANGULAR
 LZ1799'BLAZE, 17 FEET NORTHEAST OF AN 8 INCH TREE WITH A TRIANGULAR BLAZE
 LZ1799'AND 4 FEET SOUTHEAST OF A METAL WITNESS POST.  IT IS A STANDARD DISK
 LZ1799'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4
 LZ1799'INCHES AND IS STAMPED CAMP 1968.
 LZ1799'
 LZ1799'REFERENCE MARK NO. 1 IS 57 FEET SOUTH OF THE METAL WITNESS POST AND
 LZ1799'19 FEET SOUTHWEST OF A DOUBLE TRUNKED TREE WITH A TRIANGULAR
 LZ1799'BLAZE.  IT IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 LZ1799'MONUMENT PROJECTING 6 INCHES AND IS STAMPED CAMP NO 1 1968.
 LZ1799'
 LZ1799'REFERENCE MARK NO. 2 IS 59.2 FEET NORTHWEST OF THE METAL WITNESS POST
 LZ1799'AND 6 FEET SOUTH OF A 10 INCH TREE WITH A TRIANGULAR BLAZE.
 LZ1799'IT IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 LZ1799'PROJECTING 6 INCHES AND IS STAMPED CAMP NO 2 1968.
 LZ1799'
 LZ1799'THE AZIMUTH MARK IS 82 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 LZ1799'THE TRACK ROAD, 15 FEET NORTHEAST OF THE SOUTH EDGE OF THE DUMP AND
 LZ1799'2.5 FEET NORTHEAST OF A METAL WITNESS POST.  IT IS A STANDARD DISK
 LZ1799'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 8 INCHES
 LZ1799'AND IS STAMPED CAMP 1968.
 LZ1799'
 LZ1799'NOTE- REFERENCE MARK NUMBER 1 AND 2 ARE PAINTED RED.
 LZ1799'
 LZ1799'HEIGHT OF LIGHT ABOVE STATION MARK 22.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3110 ***********************************************************************
 KW3110  DESIGNATION -  CAMP HILL RALSTON PURINA TANK
 KW3110  PID         -  KW3110
 KW3110  STATE/COUNTY-  PA/CUMBERLAND
 KW3110  USGS QUAD   -  LEMOYNE (1987)
 KW3110
 KW3110                         *CURRENT SURVEY CONTROL
 KW3110  ___________________________________________________________________
 KW3110* NAD 83(1992)-  40 13 40.65320(N)    076 57 11.77022(W)     ADJUSTED  
 KW3110* NAVD 88     -                                                        
 KW3110  ___________________________________________________________________
 KW3110  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 KW3110  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KW3110
 KW3110  HORZ ORDER  -  THIRD
 KW3110
 KW3110.The horizontal coordinates were established by classical geodetic methods
 KW3110.and adjusted by the National Geodetic Survey in June 2002..
 KW3110
 KW3110
 KW3110.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3110
 KW3110.The geoid height was determined by GEOID03.
 KW3110
 KW3110;                    North         East     Units Scale Factor Converg.
 KW3110;SPC PA S     -    99,640.277   667,805.952   MT  0.99996702   +0 31 00.9
 KW3110;SPC PA S     -   326,903.14  2,190,960.03   sFT  0.99996702   +0 31 00.9
 KW3110;UTM  18      - 4,454,888.742   333,819.853   MT  0.99993996   -1 15 42.4
 KW3110
 KW3110                          SUPERSEDED SURVEY CONTROL
 KW3110
 KW3110  NAD 83(1986)-  40 13 40.64862(N)    076 57 11.77020(W) AD(       ) 4
 KW3110  NAD 27      -  40 13 40.33170(N)    076 57 12.85460(W) AD(       ) 3
 KW3110
 KW3110.Superseded values are not recommended for survey control.
 KW3110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3110.See file dsdata.txt to determine how the superseded data were derived.
 KW3110
 KW3110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK3382054889(NAD 83)
 KW3110_MARKER: 53 = ELEVATED TANK
 KW3110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW3110+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2003
 KW3110
 KW3110  HISTORY     - Date     Condition        Report By
 KW3110  HISTORY     - 1966     FIRST OBSERVED   CGS
 KW3110  HISTORY     - 19950311 GOOD             USPSQD
 KW3110  HISTORY     - 20030208 GOOD             USPSQD
 KW3110  HISTORY     - 20060517 MARK NOT FOUND   GEOCAC
 KW3110
 KW3110                          STATION DESCRIPTION
 KW3110
 KW3110'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW3110'THE STATION IS THE RED LIGHT ATOP THE WATER TANK, PAINTED RED AND
 KW3110'WHITE CHECKERED, SUPPORTED BY 4 STEEL LEGS AND LOCATED ABOUT 1 MILE
 KW3110'SOUTHWEST OF CAMP HILL.  THE TANK SETS ATOP A BUILDING AND THE
 KW3110'OVERALL HEIGHT IS 212 FEET.
 KW3110'
 KW3110'TO REACH THE TANK FROM THE JUNCTION OF MARKET STREET AND U.S.
 KW3110'HIGHWAYS 11 AND 15 IN CAMP HILL, GO WEST ON MARKET STREET FOR 1.3
 KW3110'MILES TO A CROSSROADS, TURN LEFT AND GO SOUTH FOR 0.75 MILE TO THE
 KW3110'TANK ON THE RIGHT.
 KW3110
 KW3110                          STATION RECOVERY (1995)
 KW3110
 KW3110'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW3110'RECOVERED IN GOOD CONDITION.
 KW3110
 KW3110                          STATION RECOVERY (2003)
 KW3110
 KW3110'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPP)
 KW3110'RECOVERED IN GOOD CONDITION.
 KW3110
 KW3110                          STATION RECOVERY (2006)
 KW3110
 KW3110'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW3110'TANK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3111 ***********************************************************************
 KW3111  DESIGNATION -  CAMP HILL RESET
 KW3111  PID         -  KW3111
 KW3111  STATE/COUNTY-  PA/CUMBERLAND
 KW3111  USGS QUAD   -  LEMOYNE (1987)
 KW3111
 KW3111                         *CURRENT SURVEY CONTROL
 KW3111  ___________________________________________________________________
 KW3111* NAD 83(1992)-  40 14 46.06977(N)    076 56 05.73899(W)     ADJUSTED  
 KW3111* NAVD 88     -       141.1    (meters)     463.     (feet)  VERTCON   
 KW3111  ___________________________________________________________________
 KW3111  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 KW3111  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KW3111
 KW3111  HORZ ORDER  -  SECOND
 KW3111
 KW3111.The horizontal coordinates were established by classical geodetic methods
 KW3111.and adjusted by the National Geodetic Survey in June 2002..
 KW3111
 KW3111.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW3111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW3111
 KW3111.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3111
 KW3111.The geoid height was determined by GEOID03.
 KW3111
 KW3111;                    North         East     Units Scale Factor Converg.
 KW3111;SPC PA S     -   101,672.091   669,348.288   MT  0.99996584   +0 31 43.7
 KW3111;SPC PA S     -   333,569.19  2,196,020.17   sFT  0.99996584   +0 31 43.7
 KW3111;UTM  18      - 4,456,871.639   335,424.472   MT  0.99993342   -1 15 01.4
 KW3111
 KW3111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3111!SPC PA S     -   0.99998324  x   0.99996584  =   0.99994908
 KW3111!UTM  18      -   0.99998324  x   0.99993342  =   0.99991666
 KW3111
 KW3111:                Primary Azimuth Mark                     Grid Az
 KW3111:SPC PA S     -  ENOLA MUNICIPAL STANDPIPE                002 22 41.8
 KW3111:UTM  18      -  ENOLA MUNICIPAL STANDPIPE                004 09 26.9
 KW3111
 KW3111|---------------------------------------------------------------------|
 KW3111| PID    Reference Object                     Distance      Geod. Az  |
 KW3111|                                                           dddmmss.s |
 KW3111| KW3122 ENOLA MUNICIPAL STANDPIPE           APPROX. 5.7 KM 0025425.5 |
 KW3111| CB3752 CAMP HILL RM 1                       24.842 METERS 01942     |
 KW3111| CB3751 CAMP HILL AZ MK                                    0444824.4 |
 KW3111| CB3753 CAMP HILL RM 2                       25.480 METERS 11103     |
 KW3111| KW3110 CAMP HILL RALSTON PURINA TANK       APPROX. 2.6 KM 2174350.4 |
 KW3111| CB3754 CAMP HILL RM 3                        8.220 METERS 27818     |
 KW3111| KW3128 ENOLA TV STATION WTPA MAST          APPROX. 7.9 KM 3502652.0 |
 KW3111|---------------------------------------------------------------------|
 KW3111
 KW3111                          SUPERSEDED SURVEY CONTROL
 KW3111
 KW3111  NAD 83(1986)-  40 14 46.06543(N)    076 56 05.73875(W) AD(       ) 2
 KW3111  NAD 27      -  40 14 45.74564(N)    076 56 06.82971(W) AD(       ) 2
 KW3111  NGVD 29 (07/19/86)  141.3    (m)          464.     (f) VERT ANG       
 KW3111
 KW3111.Superseded values are not recommended for survey control.
 KW3111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3111.See file dsdata.txt to determine how the superseded data were derived.
 KW3111
 KW3111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK3542456872(NAD 83)
 KW3111_MARKER: DE = TRAVERSE STATION DISK
 KW3111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3111_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KW3111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW3111+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2004
 KW3111
 KW3111  HISTORY     - Date     Condition        Report By
 KW3111  HISTORY     - 1966     MONUMENTED       CGS
 KW3111  HISTORY     - 1970     SEE DESCRIPTION  NGS
 KW3111  HISTORY     - 19950311 GOOD             USPSQD
 KW3111  HISTORY     - 20040706 GOOD             GEOCAC
 KW3111
 KW3111                          STATION DESCRIPTION
 KW3111
 KW3111'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW3111'THE STATION IS LOCATED ABOUT 2 MILES WEST-SOUTHWEST OF THE WEST END
 KW3111'OF THE TAYLOR BRIDGE ACROSS THE SUSQUEHANNA RIVER, 0.5 MILE NORTH
 KW3111'OF THE CAMP HILL SHOPPING CENTER AND JUST NORTH OF THE CHURCH OF
 KW3111'CHRIST.  IT IS IN THE NORTHWEST PART OF THE TOWN OF CAMP HILL ON
 KW3111'PROPERTY OWNED BY CHARLES ADLER AND SON REAL ESTATE.
 KW3111'
 KW3111'TO REACH THE STATION FROM THE INTERSECTION OF MARKET STREET AND U.S.
 KW3111'HIGHWAYS 11 AND 15 IN CAMP HILL, GO NORTH ON U.S.  HIGHWAYS 11 AND
 KW3111'15 FOR 0.4 MILE TO THE CHURCH AND STATION ON THE RIGHT.
 KW3111'
 KW3111'THE STATION MARK IS 93 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 KW3111'CHURCH, 73 FEET NORTHEAST OF THE NORTHEAST CORNER OF CHURCH AND 43
 KW3111'FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE NORTH BOUND TRAFFIC
 KW3111'LANE OF U.S. HIGHWAYS 11 AND 15.  THE MARK IS A STANDARD TRAVERSE
 KW3111'DISK SET IN THE TOP OF A ROUND CONCRETE POST SET FLUSH WITH THE
 KW3111'GROUND AND STAMPED CAMP HILL 1966.
 KW3111'
 KW3111'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 KW3111'THE CURB OF THE NORTH BOUND TRAFFIC LANE OF U.S.  HIGHWAYS 11 AND
 KW3111'15 AND STAMPED CAMP HILL NO 1 1966.
 KW3111'
 KW3111'REFERENCE MARK NO. 2 IS 124 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 KW3111'OF THE NORTH BOUND TRAFFIC LANE OF U.S. HIGHWAYS 11 AND 15, 82
 KW3111'FEET NORTHEAST OF THE SOUTHEAST CORNER OF CHURCH AND 50 FEET NORTH OF
 KW3111'A POWERLINE POLE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF
 KW3111'A ROUND CONCRETE POST SET FLUSH WITH THE GROUND AND STAMPED CAMP HILL
 KW3111'NO 2 1966.
 KW3111'
 KW3111'THE AZIMUTH MARK IS 68 FEET WEST OF THE APPROXIMATE CENTER OF COUNTRY
 KW3111'CLUB ROAD, 50 FEET NORTH OF THE APPROXIMATE CENTER OF THE SOUTH BOUND
 KW3111'TRAFFIC LANE OF U.S. HIGHWAYS 11 AND 15, 19 FEET NORTH OF THE
 KW3111'APPROXIMATE CENTER OF BRENTWATER ROAD AND 11 FEET SOUTH OF A
 KW3111'12-INCH ELM TREE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A
 KW3111'ROUND CONCRETE POST SET FLUSH WITH THE GROUND AND STAMPED CAMP HILL
 KW3111'1966.
 KW3111'
 KW3111'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S. HIGHWAYS
 KW3111'11 AND 15 FOR 0.15 MILE TO THE MARK ON THE LEFT.
 KW3111'
 KW3111'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 KW3111
 KW3111                          STATION RECOVERY (1970)
 KW3111
 KW3111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 KW3111'THE STATION MARK WAS FOUND BROKEN OFF ABOUT EIGHTEEN INCHES BELOW THE
 KW3111'SURFACE OF THE SURFACED PARKING LOT.  THE REMAINDER OF THE
 KW3111'SURFACE MARK WAS DUG OUT AND A NEW MARK SET FROM THE POSITION OF THE
 KW3111'SUBSURFACE MARK.  DIRECTIONS WERE MEASURED AND FOUND TO CHECK THE
 KW3111'OLD DIRECTIONS.  REFERENCE MARK NO. 2 WAS FOUND DESTROYED, A NEW
 KW3111'REFERENCE MARK NO. 3 WAS ESTABLISHED.  REFERENCE MARK NO. 1 AND
 KW3111'THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 KW3111'
 KW3111'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION- THE STATION IS A STATION
 KW3111'MARK DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT, 15
 KW3111'INCHES IN DIAMETER AND IS PROJECTING SLIGHTLY ABOVE THE SURFACE OF
 KW3111'PAVEMENT OF PARKING LOT.  IT IS LOCATED ABOUT 2.0 MILES
 KW3111'WEST-SOUTHWEST OF THE TAYLOR BRIDGE ACROSS THE SUSQUEHANNA RIVER, 0.5
 KW3111'MILE NORTH OF CAMP HILL SHOPPING CENTER.  IT IS IN THE NORTHWEST
 KW3111'PART OF CAMP HILL AND JUST NORTHEAST OF THE CHURCH OF CHRIST, 93 FEET
 KW3111'NORTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 76.24 FEET
 KW3111'NORTHWEST OF THE SOUTHEAST CORNER OF A GARAGE ATTACHED TO HOUSE,
 KW3111'73.35 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, 40.89
 KW3111'FEET WEST OF THE NORTHWEST CORNER OF BUILDING, BOTTOM BRICK
 KW3111'CORNER, 11.0 FEET NORTHEAST OF CENTER OF HEDGEROW, AND ON THE EAST
 KW3111'SIDE OF U.S. HIGHWAYS 11 AND 15 AND DISK IS STAMPED CAMP
 KW3111'HILL 1966 1970.
 KW3111'
 KW3111'REFERENCE MARK NO. 1 IS A REFERENCE MARK DISK CEMENTED IN A DRILL
 KW3111'HOLE IN THE SOUTHEAST CURBING OF THE NORTH BOUND TRAFFIC OF
 KW3111'U.S. HIGHWAYS 11 AND 15, 43.5 FEET NORTH OF THE NORTHEAST CORNER OF
 KW3111'BRICK PART OF HOUSE, AT ENTRANCE, OF DR.  GEORGE M. SHOPP, DENTIST,
 KW3111'AND 27.5 FEET NORTHEAST OF THE CENTERLINE OF DRIVEWAY ENTRANCE TO
 KW3111'PARKING LOT.  THE DISK IS STAMPED CAMP HILL NO 1 1966.
 KW3111'
 KW3111'REFERENCE MARK NO. 3 IS A REFERENCE MARK DISK CEMENTED IN A DRILL
 KW3111'HOLE IN CURBING ALONG NORTH BOUND TRAFFIC LANE OF HIGHWAY.  IT IS 75
 KW3111'FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH OF CHRIST
 KW3111'BUILDING, 30 FEET NORTHEAST OF THE CENTERLINE OF DRIVEWAY
 KW3111'ENTRANCE TO CHURCH PARKING LOT, 11 FEET NORTHWEST OF THE NORTH END OF
 KW3111'HEDGEROW AND ON EXTENDED LINE OF HEDGEROW.  THE DISK IS STAMPED
 KW3111'CAMP HILL NO 3 1966 1977.
 KW3111'
 KW3111'THE AZIMUTH MARK IS SET FLUSH WITH THE GROUND,
 KW3111'68 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE COUNTRY CLUB ROAD,
 KW3111'50 FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE SOUTH BOUND
 KW3111'TRAFFIC LANE OF U.S. HIGHWAYS 11 AND 15, 11 FEET SOUTH OF A 12-INCH
 KW3111'ELM TREE, AND 3 FEET NORTHWEST OF A SIGN POST FOR SIGNS BRENTWATER
 KW3111'RD. AND COUNTRY CLUB RD.
 KW3111'
 KW3111'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH-NORTHEAST ON
 KW3111'U.S. HIGHWAYS 11 AND 15 FOR 0.15 MILE TO A ROAD LEFT, COUNTRY CLUB
 KW3111'RD., AND THE MARK ON THE LEFT.
 KW3111'
 KW3111'TO REACH THE STATION FROM THE INTERSECTION OF MARKET STREET AND U.S.
 KW3111'HIGHWAYS 11 AND 15 IN CAMP HILL, GO NORTHERLY ON U.S. HIGHWAYS 11
 KW3111'AND 15 FOR 0.4 MILE TO THE CHURCH OF CHRIST ON THE RIGHT AND THE
 KW3111'STATION JUST BEYOND ON THE RIGHT AS DESCRIBED.
 KW3111'
 KW3111'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN CAMP HILL
 KW3111
 KW3111                          STATION RECOVERY (1995)
 KW3111
 KW3111'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW3111'RECOVERED IN GOOD CONDITION.
 KW3111
 KW3111                          STATION RECOVERY (2004)
 KW3111
 KW3111'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW3111'STATION AND REFERENCE MARKS LOCATED AS DESCRIBED. AZIMUTH MARK
 KW3111'SEARCHED FOR BUT NOT LOCATED. THE ROADS HAVE BEEN WIDENED AND THE
 KW3111'AZIMUTH MARK MAY HAVE BEEN DESTROYED OR BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3074 ***********************************************************************
 KW3074  DESIGNATION -  CAMPBELL
 KW3074  PID         -  KW3074
 KW3074  STATE/COUNTY-  PA/LEBANON
 KW3074  USGS QUAD   -  PALMYRA (1990)
 KW3074
 KW3074                         *CURRENT SURVEY CONTROL
 KW3074  ___________________________________________________________________
 KW3074* NAD 83(1992)-  40 15 32.12787(N)    076 33 59.97942(W)     ADJUSTED  
 KW3074* NAVD 88     -       227.     (meters)     745.     (feet)  SCALED    
 KW3074  ___________________________________________________________________
 KW3074  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 KW3074  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 KW3074
 KW3074  HORZ ORDER  -  SECOND
 KW3074
 KW3074.The horizontal coordinates were established by classical geodetic methods
 KW3074.and adjusted by the National Geodetic Survey in June 2002..
 KW3074
 KW3074.The orthometric height was scaled from a topographic map.
 KW3074
 KW3074.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3074
 KW3074.The geoid height was determined by GEOID03.
 KW3074
 KW3074;                    North         East     Units Scale Factor Converg.
 KW3074;SPC PA S     -   103,447.062   700,660.654   MT  0.99996507   +0 46 03.9
 KW3074;SPC PA S     -   339,392.57  2,298,750.83   sFT  0.99996507   +0 46 03.9
 KW3074;UTM  18      - 4,457,673.183   366,773.991   MT  0.99981849   -1 00 45.3
 KW3074
 KW3074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3074!SPC PA S     -   0.99996984  x   0.99996507  =   0.99993492
 KW3074!UTM  18      -   0.99996984  x   0.99981849  =   0.99978834
 KW3074
 KW3074|---------------------------------------------------------------------|
 KW3074| PID    Reference Object                     Distance      Geod. Az  |
 KW3074|                                                           dddmmss.s |
 KW3074| CB3756 CAMPBELL RM 1                        34.272 METERS 00716     |
 KW3074| CB3757 CAMPBELL RM 2                        26.582 METERS 11624     |
 KW3074| CB3755 CAMPBELL AZ MK                                     1783235.9 |
 KW3074|---------------------------------------------------------------------|
 KW3074
 KW3074                          SUPERSEDED SURVEY CONTROL
 KW3074
 KW3074  NAD 83(1986)-  40 15 32.12057(N)    076 33 59.98355(W) AD(       ) 2
 KW3074  NAD 27      -  40 15 31.78780(N)    076 34 01.10170(W) AD(       ) 2
 KW3074
 KW3074.Superseded values are not recommended for survey control.
 KW3074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3074.See file dsdata.txt to determine how the superseded data were derived.
 KW3074
 KW3074_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK6677457673(NAD 83)
 KW3074_MARKER: DS = TRIANGULATION STATION DISK
 KW3074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3074_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW3074+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2004
 KW3074
 KW3074  HISTORY     - Date     Condition        Report By
 KW3074  HISTORY     - 1942     MONUMENTED       CGS
 KW3074  HISTORY     - 20040502 GOOD             GEOCAC
 KW3074
 KW3074                          STATION DESCRIPTION
 KW3074
 KW3074'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW3074'STATION IS LOCATED ABOUT 1.75 MILES SE OF CAMPBELLTOWN, AND ABOUT 5.5
 KW3074'MILES SSW OF ANNVILLE, ON A TIMBERED RIDGE, AND ON PROPERTY OWNED
 KW3074'BY A.B. GRUDD.  IT IS 15 FEET S OF A TRIANGULAR-BLAZED 15-INCH OAK
 KW3074'TREE, AND 6 FEET SE OF A WHITE 4 BY 4 POST, AND 40 FEET W OF THE
 KW3074'DIM WOODS ROAD, ON SE END OF THE RIDGE.  THE DISK IS STAMPED CAMPBELL
 KW3074'1942 AND PROJECTS 4 INCHES.
 KW3074'
 KW3074'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KW3074'BRONZE DISKS SET IN CONCRETE.
 KW3074'
 KW3074'REFERENCE MARK NO. 1 IS N OF THE STATION AND 12 FEET E OF THE CENTER
 KW3074'OF THE DIM WOODS ROAD.  THE DISK IS STAMPED CAMPBELL NO. 1,
 KW3074'1942 AND PROJECTS 6 INCHES.
 KW3074'
 KW3074'REFERENCE MARK NO. 2 IS E OF THE STATION AND 40 FEET E OF THE DIM
 KW3074'WOODS ROAD.  THE DISK IS STAMPED CAMPBELL NO. 2, 1942 AND PROJECTS 6
 KW3074'INCHES.
 KW3074'
 KW3074'THE AZIMUTH MARK IS ABOUT 0.5 MILE S OF THE STATION, 40 FEET E OF THE
 KW3074'CENTER OF THE MACADAM ROAD, 30 FEET N OF A WHITE HOUSE, 1 FOOT N OF
 KW3074'AN E-W FENCE LINE, AND ON PROPERTY OWNED BY THE ALBERT LANDIS ESTATE.
 KW3074'THE DISK IS STAMPED CAMPBELL 1942 AND PROJECTS 4 INCHES.  TO REACH
 KW3074'FROM THE STATION GO BACK TO MACADAM ROAD, TURN LEFT AND GO 0.7 MILE S
 KW3074'TO THE SECOND HOUSE ON THE LEFT AND AZIMUTH MARK.
 KW3074'
 KW3074'TO REACH THE STATION FROM THE POST OFFICE IN CAMPBELLTOWN, GO E ON
 KW3074'STATE HIGHWAY 322 FOR 0.55 MILE TO A SIDE ROAD RIGHT, AND SIGN
 KW3074'YOUTH HOSTEL, TURN RIGHT AND GO S ON MACADAM ROAD FOR 1.6 MILES TO A
 KW3074'DIRT ROAD LEFT AND ANOTHER SIGN YOUTH HOSTEL, TURN LEFT AND GO SE
 KW3074'ON DIRT ROAD FOR 0.1 MILE TO A DIM WOODS ROAD LEFT, TURN LEFT ON DIM
 KW3074'WOODS ROAD AND GO 0.15 MILE TO A Y, BEAR RIGHT AND GO 0.15 MILE TO
 KW3074'A DIM WOODS ROAD RIGHT, TURN RIGHT ON DIM WOODS ROAD AND GO 0.05
 KW3074'MILE TO A TRIANGULAR-BLAZED 20-INCH OAK TREE RIGHT, BEAR RIGHT ON DIM
 KW3074'WOODS ROAD AND CONTINUE ON FOR 0.05 MILE TO THE TOP OF THE HILL
 KW3074'AND TRIANGULAR-BLAZED TREE ON THE RIGHT, AND STATION.
 KW3074'
 KW3074'A 77-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 KW3074
 KW3074                          STATION RECOVERY (2004)
 KW3074
 KW3074'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW3074'ALL MARKS FOUND USING DESCRIPTION. DIM WOODS ROAD MAY NOT BE USABLE
 KW3074'ANY MORE BUT STATION WAS APPROACHED FROM THE SOUTH.
 KW3074'AZIMUTH MARK DESCRIPTION SHOULD BE CHANGED TO REFLECT THAT THE HOUSE
 KW3074'IS NOW TAN AND IT IS THE 10TH HOUSE FROM THE TURN. THE HOUSE IS ACROSS
 KW3074'THE STREET FROM A RED BARN COMPLEX. MARK IS NEAR A BUSH BUT E-W
 KW3074'FENCELINE IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1918 ***********************************************************************
 LZ1918  DESIGNATION -  CAMPEAU ET
 LZ1918  PID         -  LZ1918
 LZ1918  STATE/COUNTY-  PA/SULLIVAN
 LZ1918  USGS QUAD   -  LAPORTE (1981)
 LZ1918
 LZ1918                         *CURRENT SURVEY CONTROL
 LZ1918  ___________________________________________________________________
 LZ1918* NAD 83(1992)-  41 23 05.71855(N)    076 27 23.50232(W)     ADJUSTED  
 LZ1918* NAVD 88     -       576.     (meters)    1890.     (feet)  SCALED    
 LZ1918  ___________________________________________________________________
 LZ1918  LAPLACE CORR-           6.14  (seconds)                    DEFLEC99
 LZ1918  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 LZ1918
 LZ1918  HORZ ORDER  -  SECOND
 LZ1918
 LZ1918.The horizontal coordinates were established by classical geodetic methods
 LZ1918.and adjusted by the National Geodetic Survey in June 2002..
 LZ1918
 LZ1918.The orthometric height was scaled from a topographic map.
 LZ1918
 LZ1918.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1918
 LZ1918.The geoid height was determined by GEOID03.
 LZ1918
 LZ1918;                    North         East     Units Scale Factor Converg.
 LZ1918;SPC PA N     -   136,099.662   708,182.217   MT  0.99995700   +0 51 20.5
 LZ1918;SPC PA N     -   446,520.31  2,323,427.82   sFT  0.99995700   +0 51 20.5
 LZ1918;UTM  18      - 4,582,511.945   378,217.467   MT  0.99978252   -0 57 47.0
 LZ1918
 LZ1918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1918!SPC PA N     -   0.99991469  x   0.99995700  =   0.99987170
 LZ1918!UTM  18      -   0.99991469  x   0.99978252  =   0.99969723
 LZ1918
 LZ1918|---------------------------------------------------------------------|
 LZ1918| PID    Reference Object                     Distance      Geod. Az  |
 LZ1918|                                                           dddmmss.s |
 LZ1918| CB3759 CAMPEAU ET RM 2                      39.307 METERS 04715     |
 LZ1918| LZ1916 CAMPEAU ET 1968 AZ MK USGS          APPROX. 1.7 KM 1563239.4 |
 LZ1918| CB3758 CAMPEAU ET RM 1                      37.494 METERS 29641     |
 LZ1918|---------------------------------------------------------------------|
 LZ1918
 LZ1918                          SUPERSEDED SURVEY CONTROL
 LZ1918
 LZ1918  NAD 83(1986)-  41 23 05.71766(N)    076 27 23.50148(W) AD(       ) 2
 LZ1918  NAD 27      -  41 23 05.44029(N)    076 27 24.69768(W) AD(       ) 2
 LZ1918
 LZ1918.Superseded values are not recommended for survey control.
 LZ1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1918.See file dsdata.txt to determine how the superseded data were derived.
 LZ1918
 LZ1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL7821782512(NAD 83)
 LZ1918_MARKER: Z = SEE DESCRIPTION
 LZ1918_SETTING: 0 = UNSPECIFIED SETTING
 LZ1918
 LZ1918  HISTORY     - Date     Condition        Report By
 LZ1918  HISTORY     - 1968     MONUMENTED       USGS
 LZ1918
 LZ1918                          STATION DESCRIPTION
 LZ1918
 LZ1918'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (AIM)
 LZ1918'STATION IS LOCATED ABOUT 10.2 MILES NORTHWEST OF RED ROCK, ABOUT 3.5
 LZ1918'MILES SOUTHEAST OF LAPORTE AND ABOUT 1.1 MILES EAST-SOUTHEAST OF
 LZ1918'NORDMONT, ON PROPERTY OF MR. LON J. CAMPEAU.
 LZ1918'
 LZ1918'TO REACH FROM THE CENTER OF NORDMONT, FOLLOW PAVED ROAD EAST (SIGN
 LZ1918'FOR CHRISTIAN CAMP) FOR 0.5 MILES TO FORK, TAKE LEFT FORK,
 LZ1918'UPHILL AND GO 1.1 MILES TO HOUSE OF MR. CAMPEAU ON LEFT, TURN LEFT
 LZ1918'INTO FIELD AND GO ALONG WEST SIDE OF ROCK FENCE 0.3 MILE TO TOP
 LZ1918'OF HILL AND STATION.
 LZ1918'
 LZ1918'THE STATION MARK IS A STANDARD TABLET STAMPED CAMPEAU ET 1968 CRIMPED
 LZ1918'TO THE TOP OF A COPPER-COATED STEEL ROD DRIVEN INTO THE GROUND
 LZ1918'AND 12 INCHES BELOW THE SURFACE.  IT IS 130 FEET WEST OF THE ROCK
 LZ1918'FENCE AND 113 FEET SOUTH OF THE EDGE OF WOODS.
 LZ1918'
 LZ1918'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK TABLET STAMPED
 LZ1918'CAMPEAU ET 1968 RM 1 CRIMPED TO THE TOP OF A COPPER-COATED
 LZ1918'STEEL ROD DRIVEN INTO THE GROUND.  IT IS 11 FEET NORTH OF THE EDGE OF
 LZ1918'WOODS AND 3 FEET SOUTHEAST OF TRIPLE-TRUNKED RED MAPLE TREE.
 LZ1918'
 LZ1918'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK TABLET STAMPED
 LZ1918'CAMPEAU ET 1968 RM 2 CRIMPED TO THE TOP OF A COPPER-COATED
 LZ1918'STEEL ROD DRIVEN INTO THE GROUND.  IT IS AT THE WEST SIDE OF ROCK
 LZ1918'FENCE, 6 FEET NORTH OF TRIPLE-TRUNKED TREE AND 3 FEET SOUTH OF
 LZ1918'METAL WITNESS POST.
 LZ1918'
 LZ1918'TO REACH THE AZIMUTH MARK FROM THE CENTER OF NORDMONT, FOLLOW PAVED
 LZ1918'ROAD SOUTH FOR 1.2 MILES TO T-ROAD, TURN LEFT AND GO 1.6 MILES TO
 LZ1918'BARN ON LEFT, TURN RIGHT INTO PASTURE AND GO SOUTH ABOUT 165 FEET TO
 LZ1918'MARK.  THE AZIMUTH MARK IS A STANDARD REFERENCE MARK TABLET
 LZ1918'STAMPED CAMPEAU ET 1968 AZ SET IN DRILL HOLE IN 10- BY 13-FOOT
 LZ1918'BOULDER WHICH PROJECTS ABOUT 3 FEET.  IT IS 165.5 FEET SOUTH OF
 LZ1918'CENTERLINE OF ROAD AND 235 FEET WEST OF SOUTHWEST CORNER OF HOUSE.
 LZ1918'
 LZ1918'HEIGHT OF LIGHT ABOVE STATION MARK - 45.4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1916 ***********************************************************************
 LZ1916  DESIGNATION -  CAMPEAU ET 1968 AZ MK USGS
 LZ1916  PID         -  LZ1916
 LZ1916  STATE/COUNTY-  PA/SULLIVAN
 LZ1916  USGS QUAD   -  ELK GROVE (1983)
 LZ1916
 LZ1916                         *CURRENT SURVEY CONTROL
 LZ1916  ___________________________________________________________________
 LZ1916* NAD 83(1992)-  41 22 14.97011(N)    076 26 54.27208(W)     ADJUSTED  
 LZ1916* NAVD 88     -       588.     (meters)    1929.     (feet)  SCALED    
 LZ1916  ___________________________________________________________________
 LZ1916  LAPLACE CORR-           6.59  (seconds)                    DEFLEC99
 LZ1916  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 LZ1916
 LZ1916  HORZ ORDER  -  SECOND
 LZ1916
 LZ1916.The horizontal coordinates were established by classical geodetic methods
 LZ1916.and adjusted by the National Geodetic Survey in June 2002..
 LZ1916
 LZ1916.The orthometric height was scaled from a topographic map.
 LZ1916
 LZ1916.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1916
 LZ1916.The geoid height was determined by GEOID03.
 LZ1916
 LZ1916;                    North         East     Units Scale Factor Converg.
 LZ1916;SPC PA N     -   134,544.473   708,884.785   MT  0.99995717   +0 51 39.8
 LZ1916;SPC PA N     -   441,417.99  2,325,732.83   sFT  0.99995717   +0 51 39.8
 LZ1916;UTM  18      - 4,580,935.520   378,870.212   MT  0.99978057   -0 57 26.7
 LZ1916
 LZ1916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1916!SPC PA N     -   0.99991281  x   0.99995717  =   0.99986998
 LZ1916!UTM  18      -   0.99991281  x   0.99978057  =   0.99969340
 LZ1916
 LZ1916                          SUPERSEDED SURVEY CONTROL
 LZ1916
 LZ1916  NAD 83(1986)-  41 22 14.96911(N)    076 26 54.27122(W) AD(       ) 2
 LZ1916  NAD 27      -  41 22 14.69080(N)    076 26 55.47003(W) AD(       ) 2
 LZ1916
 LZ1916.Superseded values are not recommended for survey control.
 LZ1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1916.See file dsdata.txt to determine how the superseded data were derived.
 LZ1916
 LZ1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL7887080936(NAD 83)
 LZ1916
 LZ1916  HISTORY     - Date     Condition        Report By
 LZ1916  HISTORY     - 1968     MONUMENTED       USGS
 LZ1916
 LZ1916                          STATION DESCRIPTION
 LZ1916
 LZ1916'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 LZ1916'SEE STATION CHMPEAU ET USGS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3561 ***********************************************************************
 KY3561  CBN         -  This is a Cooperative Base Network Control Station.
 KY3561  DESIGNATION -  CAMPORT
 KY3561  PID         -  KY3561
 KY3561  STATE/COUNTY-  PA/ALLEGHENY
 KY3561  USGS QUAD   -  CANONSBURG (1979)
 KY3561
 KY3561                         *CURRENT SURVEY CONTROL
 KY3561  ___________________________________________________________________
 KY3561* NAD 83(1992)-  40 21 02.58132(N)    080 10 48.48537(W)     ADJUSTED  
 KY3561* NAVD 88     -       362.1    (meters)    1188.     (feet)  GPS OBS   
 KY3561  ___________________________________________________________________
 KY3561  X           -     830,214.756 (meters)                     COMP
 KY3561  Y           -  -4,796,515.127 (meters)                     COMP
 KY3561  Z           -   4,107,953.343 (meters)                     COMP
 KY3561  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 KY3561  ELLIP HEIGHT-         328.30  (meters)          (03/28/01) GPS OBS
 KY3561  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KY3561
 KY3561  HORZ ORDER  -  A
 KY3561  ELLP ORDER  -  THIRD     CLASS II
 KY3561
 KY3561.The horizontal coordinates were established by GPS observations
 KY3561.and adjusted by the National Geodetic Survey in March 2001..
 KY3561
 KY3561.The orthometric height was determined by GPS observations and a
 KY3561.high-resolution geoid model.
 KY3561
 KY3561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3561
 KY3561.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3561
 KY3561.The ellipsoidal height was determined by GPS observations
 KY3561.and is referenced to NAD 83.
 KY3561
 KY3561.The geoid height was determined by GEOID03.
 KY3561
 KY3561;                    North         East     Units Scale Factor Converg.
 KY3561;SPC PA S     -   115,805.242   393,581.087   MT  0.99996102   -1 34 36.0
 KY3561;SPC PA S     -   379,937.70  1,291,273.95   sFT  0.99996102   -1 34 36.0
 KY3561;UTM  17      - 4,467,007.101   569,624.482   MT  0.99965967   +0 31 51.1
 KY3561
 KY3561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3561!SPC PA S     -   0.99994850  x   0.99996102  =   0.99990952
 KY3561!UTM  17      -   0.99994850  x   0.99965967  =   0.99960819
 KY3561
 KY3561:                Primary Azimuth Mark                     Grid Az
 KY3561:SPC PA S     -  CAMPORT AZ MK                            302 33 52.5
 KY3561:UTM  17      -  CAMPORT AZ MK                            300 27 25.4
 KY3561
 KY3561|---------------------------------------------------------------------|
 KY3561| PID    Reference Object                     Distance      Geod. Az  |
 KY3561|                                                           dddmmss.s |
 KY3561| KY3562 CAMPORT AZ MK                       APPROX. 0.5 KM 3005916.5 |
 KY3561|---------------------------------------------------------------------|
 KY3561
 KY3561                          SUPERSEDED SURVEY CONTROL
 KY3561
 KY3561  NAD 83(1995)-  40 21 02.58104(N)    080 10 48.48323(W) AD(       ) 3
 KY3561  ELLIP H (01/27/92)  328.58   (m)                       GP(       ) 4 1
 KY3561  NAD 83(1986)-  40 21 02.59098(N)    080 10 48.48431(W) AD(       ) 3
 KY3561  NGVD 29 (09/11/89)  362.3    (m)         1189.     (f) GPS OBS        
 KY3561
 KY3561.Superseded values are not recommended for survey control.
 KY3561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3561.See file dsdata.txt to determine how the superseded data were derived.
 KY3561
 KY3561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE6962467007(NAD 83)
 KY3561_MARKER: I = METAL ROD
 KY3561_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KY3561_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KY3561_STAMPING: CAMPORT 1988
 KY3561_MARK LOGO: NGS   
 KY3561_PROJECTION: FLUSH
 KY3561_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3561_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY3561+STABILITY: POSITION/ELEVATION WELL
 KY3561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3561+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2005
 KY3561_ROD/PIPE-DEPTH: 5.00 meters
 KY3561_SLEEVE-DEPTH  : 1.00 meters
 KY3561
 KY3561  HISTORY     - Date     Condition        Report By
 KY3561  HISTORY     - 1988     MONUMENTED       NGS
 KY3561  HISTORY     - 20000410 GOOD             PADT
 KY3561  HISTORY     - 20010523 GOOD             PADT
 KY3561  HISTORY     - 20050621 GOOD             JCLS
 KY3561
 KY3561                          STATION DESCRIPTION
 KY3561
 KY3561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KY3561'THE STATION IS LOCATED ABOUT 10.0 KM (6.20 MI) NORTH OF CANONSBURG,
 KY3561'4.0 KM (2.50 MI) SOUTHEAST OF MCDONALD, 2.0 KM (1.25 MI) NORTHWEST OF
 KY3561'CUDDY HILL, AT THE PITTSBURGH METRO-CAMPBELL AIRPORT, NEAR THE SOUTH
 KY3561'CORNER OF THE SINGLE ASPHALT RUNWAY.
 KY3561'OWNERSHIP--DR. GENE SAMUELSON, P.O. BOX 341, CUDDY PA 15031.  PHONE
 KY3561'412-221-6677.  AIRPORT MANAGER IS DONNA RUSSELL.
 KY3561'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 79 AND
 KY3561'STATE HIGHWAY 50, ON THE WEST SIDE OF BRIDGEVILLE AT EXIT 11, GO
 KY3561'SOUTHWEST FOR 5.3 KM (3.30 MI) ON HIGHWAY 50 TO THE JUNCTION OF STATE
 KY3561'HIGHWAY 978 AND SIGN FOR GLADDEN.  TURN RIGHT AND GO NORTHEAST FOR 0.6
 KY3561'KM (0.35 MI) ON HIGHWAY 978 TO THE PAVED AIRPORT ENTRANCE ROAD ON THE
 KY3561'LEFT AT A SIGN FOR METRO AIRPORT.  TURN LEFT AND GO NORTHWEST FOR 1.0
 KY3561'KM (0.60 MI) ON THE AIRPORT ENTRANCE ROAD UPHILL TO A FORK, JUST PAST
 KY3561'A ROW OF HANGARS.  BEAR LEFT AND GO WEST FOR 0.1 KM (0.05 MI) ON THE
 KY3561'PAVED ROAD TO THE STATION ON THE RIGHT ON TOP OF THE HILL AND NEAR THE
 KY3561'SOUTH CORNER OF THE RUNWAY.
 KY3561'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD, RECESSED 8 CM
 KY3561'BELOW GROUND, DRIVEN TO REFUSAL AT A DEPTH OF 5.0 METERS IN A GREASE
 KY3561'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 KY3561'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 KY3561'26.8 M (87.9 FT) SOUTHWEST FROM THE CENTER OF THE RUNWAY, 23.5 M
 KY3561'(77.1 FT) EAST-SOUTHEAST FROM THE EAST CORNER OF THE PARKING AREA,
 KY3561'18.4 M (60.4 FT) WEST FROM THE SOUTH CORNER OF THE RUNWAY, 5.0 M
 KY3561'(16.4 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 KY3561'DESCRIBED BY C.L. SMITH, TYPED BY G.A. MEANS.
 KY3561
 KY3561                          STATION RECOVERY (2000)
 KY3561
 KY3561'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (SMM)
 KY3561'TO REACH THE STATION FORM THE INTERSECTION OF INTERSTATE 79 AND
 KY3561'STATE ROUTE 50 (BRIDGEVILLE EXIT), PROCEED WEST ON STATE ROUTE 50
 KY3561'FOR 3.3 MI (5.3 KM) TO THE INTERSECTION WITH STATE ROUTE 978.  TURN
 KY3561'RIGHT ONTO STATE ROUTE 978 AND PROCEED FOR 0.3 MI (0.5 KM) TO AN
 KY3561'ASHPHALT ROAD ON LEFT GOING STEEPLY UPHILL.  TURN ONTO THIS ROAD
 KY3561'AND PROCEED FOR 0.7 MI (1.1 KM) TO A FORK IN THE ROAD, JUST PAST A
 KY3561'1-STORY METAL STRUCTURE.  CONTINUE STRAIGHT ONTO PAVED TAXIWAY
 KY3561'AND PROCEED 0.1 MI (0.2 KM) TO INTERSECTION WITH OLD UNUSED
 KY3561'TAXIWAY.  TURN LEFT ONTO RUNWAY AND TRAVEL APPROXIMATELY 300 FT
 KY3561'(91.4 M) TO THE EAST END OF THE RUNWAY TO THE STATION LOCATED
 KY3561'SOUTH OF THE RUNWAY.
 KY3561' 
 KY3561' 
 KY3561' 
 KY3561' 
 KY3561' 
 KY3561' 
 KY3561' 
 KY3561'
 KY3561
 KY3561                          STATION RECOVERY (2001)
 KY3561
 KY3561'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (MBJ)
 KY3561'RECOVERED IN GOOD CONDITION.
 KY3561
 KY3561                          STATION RECOVERY (2005)
 KY3561
 KY3561'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (FJO)
 KY3561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3562 ***********************************************************************
 KY3562  DESIGNATION -  CAMPORT AZ MK
 KY3562  PID         -  KY3562
 KY3562  STATE/COUNTY-  PA/ALLEGHENY
 KY3562  USGS QUAD   -  CANONSBURG (1979)
 KY3562
 KY3562                         *CURRENT SURVEY CONTROL
 KY3562  ___________________________________________________________________
 KY3562* NAD 83(1992)-  40 21 11.03757(N)    080 11 06.89061(W)     ADJUSTED  
 KY3562* NAVD 88     -       361.9    (meters)    1187.     (feet)  VERTCON   
 KY3562  ___________________________________________________________________
 KY3562  X           -     829,757.939 (meters)                     COMP
 KY3562  Y           -  -4,796,422.627 (meters)                     COMP
 KY3562  Z           -   4,108,152.005 (meters)                     COMP
 KY3562  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 KY3562  ELLIP HEIGHT-         328.11  (meters)          (06/21/02) GPS OBS
 KY3562  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KY3562
 KY3562  HORZ ORDER  -  THIRD
 KY3562  ELLP ORDER  -  FOURTH    CLASS I
 KY3562
 KY3562.The horizontal coordinates were established by GPS observations
 KY3562.and adjusted by the National Geodetic Survey in June 2002..
 KY3562
 KY3562.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3562
 KY3562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3562
 KY3562.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3562
 KY3562.The ellipsoidal height was determined by GPS observations
 KY3562.and is referenced to NAD 83.
 KY3562
 KY3562.The geoid height was determined by GEOID03.
 KY3562
 KY3562;                    North         East     Units Scale Factor Converg.
 KY3562;SPC PA S     -   116,077.927   393,154.120   MT  0.99996094   -1 34 47.9
 KY3562;SPC PA S     -   380,832.33  1,289,873.14   sFT  0.99996094   -1 34 47.9
 KY3562;UTM  17      - 4,467,263.823   569,187.907   MT  0.99965892   +0 31 39.3
 KY3562
 KY3562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3562!SPC PA S     -   0.99994853  x   0.99996094  =   0.99990947
 KY3562!UTM  17      -   0.99994853  x   0.99965892  =   0.99960747
 KY3562
 KY3562:                Primary Azimuth Mark                     Grid Az
 KY3562:SPC PA S     -  CAMPORT                                  122 33 52.5
 KY3562:UTM  17      -  CAMPORT                                  120 27 25.3
 KY3562
 KY3562|---------------------------------------------------------------------|
 KY3562| PID    Reference Object                     Distance      Geod. Az  |
 KY3562|                                                           dddmmss.s |
 KY3562| KY3561 CAMPORT                             APPROX. 0.5 KM 1205904.6 |
 KY3562|---------------------------------------------------------------------|
 KY3562
 KY3562                          SUPERSEDED SURVEY CONTROL
 KY3562
 KY3562  NAD 83(1995)-  40 21 11.03686(N)    080 11 06.88763(W) AD(       ) 3
 KY3562  ELLIP H (01/27/92)  328.32   (m)                       GP(       ) 4 1
 KY3562  NAD 83(1986)-  40 21 11.04533(N)    080 11 06.88657(W) AD(       ) 3
 KY3562  NGVD 29 (09/11/89)  362.0    (m)         1188.     (f) GPS OBS        
 KY3562
 KY3562.Superseded values are not recommended for survey control.
 KY3562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3562.See file dsdata.txt to determine how the superseded data were derived.
 KY3562
 KY3562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE6918867264(NAD 83)
 KY3562_MARKER: I = METAL ROD
 KY3562_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KY3562_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KY3562_STAMPING: CAMPORT AZ MK 1988
 KY3562_MARK LOGO: NGS   
 KY3562_PROJECTION: FLUSH
 KY3562_MAGNETIC: I = MARKER IS A STEEL ROD
 KY3562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY3562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3562+SATELLITE: SATELLITE OBSERVATIONS - 1988
 KY3562_ROD/PIPE-DEPTH: 10.7 meters
 KY3562_SLEEVE-DEPTH  : 0.8 meters
 KY3562
 KY3562  HISTORY     - Date     Condition        Report By
 KY3562  HISTORY     - 1988     MONUMENTED       NGS
 KY3562
 KY3562                          STATION DESCRIPTION
 KY3562
 KY3562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KY3562'THE STATION IS LOCATED ABOUT 10.0 KM (6.20 MI) NORTH OF CANONSBURG,
 KY3562'4.0 KM (2.50 MI) SOUTHEAST OF MCDONALD, 2.0 KM (1.25 MI) NORTHWEST OF
 KY3562'CUDDY HILL, AT THE PITTSBURGH METRO-CAMPBELL AIRPORT, ON THE NORTHEAST
 KY3562'SIDE OF THE SINGLE ASPHALT RUNWAY AND NEAR THE WIND SOCK.
 KY3562'OWNERSHIP--DR. GENE SAMUELSON, P.O. BOX 341, CUDDY PA 15031.  PHONE
 KY3562'412-221-6677.  AIRPORT MANAGER IS DONNA RUSSELL.
 KY3562'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 79 AND
 KY3562'STATE HIGHWAY 50, ON THE WEST EDGE OF BRIDGEVILLE AT EXIT 11, GO
 KY3562'SOUTHWEST FOR 5.3 KM (3.30 MI) ON HIGHWAY 50 TO THE JUNCTION OF STATE
 KY3562'HIGHWAY 978 AND SIGN FOR GLADDEN ON THE RIGHT.  TURN RIGHT AND GO
 KY3562'NORTHEAST FOR 0.6 KM (0.35 MI) ON HIGHWAY 978 TO THE PAVED AIRPORT
 KY3562'ENTRANCE ROAD ON THE LEFT AT A SIGN FOR METRO AIRPORT.  TURN LEFT AND
 KY3562'GO NORTHWEST FOR 1.0 KM (0.60 MI) ON THE AIRPORT ENTRANCE ROAD UPHILL
 KY3562'TO A FORK JUST PAST A ROW OF HANGARS.  BEAR LEFT AND GO WEST FOR 0.1
 KY3562'KM (0.05 MI) ON THE PAVED ROAD TO THE AIRPORT OFFICE ON THE RIGHT.
 KY3562'CONTINUE STRAIGHT AHEAD AND GO NORTHWEST FOR 0.5 KM (0.30 MI) ON THE
 KY3562'GRAVEL DRIVE AND ASPHALT TAXIWAY PASSING TO THE LEFT OF THE OFFICE
 KY3562'BUILDING AND HANGAR TO THE RUNWAY.  TURN LEFT AND GO NORTHWEST FOR 0.2
 KY3562'KM (0.10 MI) ON THE RUNWAY TO THE STATION ON THE LEFT JUST BEFORE
 KY3562'REACHING THE WIND SOCK.
 KY3562'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 KY3562'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 10.7 METERS IN A GREASE
 KY3562'FILLED SLEEVE EXTENDING TO A DEPTH OF 0.8 METER ENCASED IN A PVC PIPE
 KY3562'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 KY3562'47.1 M (154.5 FT) SOUTHEAST FROM THE METAL POLE FOR THE WIND SOCK,
 KY3562'34.2 M (112.2 FT) WEST-NORTHWEST FROM THE FOURTH WHITE RUNWAY LIGHT ON
 KY3562'THE SOUTHWEST SIDE OF THE RUNWAY, NORTHWEST FROM THE CONNECTING
 KY3562'TAXIWAY, 21.5 M (70.5 FT) SOUTHWEST FROM THE CENTER OF THE RUNWAY, AND
 KY3562'11.4 M (37.4 FT) NORTHEAST FROM A FIBERGLASS WITNESS POST.
 KY3562'DESCRIBED BY C.L. SMITH, TYPED BY G.A. MEANS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3150 ***********************************************************************
 KY3150  DESIGNATION -  CAMPSEY
 KY3150  PID         -  KY3150
 KY3150  STATE/COUNTY-  PA/WASHINGTON
 KY3150  USGS QUAD   -  CLAYSVILLE (1977)
 KY3150
 KY3150                         *CURRENT SURVEY CONTROL
 KY3150  ___________________________________________________________________
 KY3150* NAD 83(1992)-  40 07 09.02655(N)    080 23 01.51273(W)     ADJUSTED  
 KY3150* NAVD 88     -       436.     (meters)    1430.     (feet)  SCALED    
 KY3150  ___________________________________________________________________
 KY3150  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 KY3150  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 KY3150
 KY3150  HORZ ORDER  -  SECOND
 KY3150
 KY3150.The horizontal coordinates were established by classical geodetic methods
 KY3150.and adjusted by the National Geodetic Survey in June 2002..
 KY3150
 KY3150.The orthometric height was scaled from a topographic map.
 KY3150
 KY3150.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3150
 KY3150.The geoid height was determined by GEOID03.
 KY3150
 KY3150;                    North         East     Units Scale Factor Converg.
 KY3150;SPC PA S     -    90,603.052   375,523.737   MT  0.99997614   -1 42 31.5
 KY3150;SPC PA S     -   297,253.51  1,232,030.79   sFT  0.99997614   -1 42 31.5
 KY3150;UTM  17      - 4,441,166.480   552,511.226   MT  0.99963394   +0 23 49.6
 KY3150
 KY3150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3150!SPC PA S     -   0.99993692  x   0.99997614  =   0.99991306
 KY3150!UTM  17      -   0.99993692  x   0.99963394  =   0.99957088
 KY3150
 KY3150|---------------------------------------------------------------------|
 KY3150| PID    Reference Object                     Distance      Geod. Az  |
 KY3150|                                                           dddmmss.s |
 KY3150| CX3364 CAMPSEY RM 1                         12.018 METERS 13707     |
 KY3150| CX3365 CAMPSEY RM 2                         15.257 METERS 23103     |
 KY3150| KY3153 CLAYSVILLE                          APPROX. 3.3 KM 2643852.2 |
 KY3150|---------------------------------------------------------------------|
 KY3150
 KY3150                          SUPERSEDED SURVEY CONTROL
 KY3150
 KY3150  NAD 83(1995)-  40 07 09.02643(N)    080 23 01.51262(W) AD(       ) 2
 KY3150  NAD 83(1986)-  40 07 09.03203(N)    080 23 01.51976(W) AD(       ) 2
 KY3150  NAD 27      -  40 07 08.77300(N)    080 23 02.28920(W) AD(       ) 2
 KY3150
 KY3150.Superseded values are not recommended for survey control.
 KY3150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3150.See file dsdata.txt to determine how the superseded data were derived.
 KY3150
 KY3150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE5251141166(NAD 83)
 KY3150_MARKER: DS = TRIANGULATION STATION DISK
 KY3150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3150_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY3150
 KY3150  HISTORY     - Date     Condition        Report By
 KY3150  HISTORY     - 1960     MONUMENTED       CGS
 KY3150  HISTORY     - 1976     GOOD             LOCENG
 KY3150
 KY3150                          STATION DESCRIPTION
 KY3150
 KY3150'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KY3150'THE STATION IS LOCATED ON A HIGH CULTIVATED FIELD ABOUT 7 MILES
 KY3150'SOUTHWEST OF WASHINGTON, 1-1/2 MILES EAST OF CLAYSVILLE, 1/2 MILE
 KY3150'SOUTH OF U.S. HIGHWAY 40 AND IS ON PROPERTY OWNED BY MR. D.M. CAMPSEY.
 KY3150'
 KY3150'TO REACH THE STATION FROM THE POST OFFICE IN CLAYSVILLE, GO EAST
 KY3150'ON U.S. HIGHWAY 40 FOR 0.25 MILE TO AN UNDERPASS ON THE RIGHT.
 KY3150'TURN RIGHT THROUGH THE UNDERPASS AND GO SOUTH ON COUNTY HIGHWAY
 KY3150'62132 FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST ON A
 KY3150'NARROW GRAVELED ROAD FOR 0.95 MILE TO A SIDE ROAD RIGHT. CONTINUE
 KY3150'STRAIGHT AHEAD ON TRACK ROAD FOR 0.25 MILE TO A FIELD ROAD RIGHT.
 KY3150'TURN SHARP RIGHT AND GO 0.15 MILE TO THE HIGHEST PART OF THE
 KY3150'CULTIVATED FIELD AND THE STATION AS DESCRIBED.
 KY3150'
 KY3150'THE STATION MARK, A STANDARD DISK STAMPED CAMPSEY 1960, CEMENTED
 KY3150'IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS 3 INCHES BELOW THE
 KY3150'SURFACE OF THE GROUND.  IT IS 3.3 FEET NORTHEAST OF A STANDARD
 KY3150'METAL WITNESS POST AND MARKER.
 KY3150'
 KY3150'REFERENCE MARK 1, A STANDARD DISK STAMPED CAMPSEY NO 1 1960,
 KY3150'CEMENTED IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 KY3150'THE SURFACE OF THE GROUND.  IT IS 40.1 FEET SOUTHEAST OF THE
 KY3150'STANDARD METAL WITNESS POST AND MARKER.
 KY3150'
 KY3150'REFERENCE MARK 2, A STANDARD DISK STAMPED CAMPSEY NO 2 1960,
 KY3150'CEMENTED IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 KY3150'THE SURFACE OF THE GROUND.  IT IS 46.8 FEET SOUTHWEST OF THE
 KY3150'STANDARD METAL WITNESS POST AND MARKER.
 KY3150'
 KY3150'NO AZIMUTH WAS SET FOR THIS STATION AS STATION WOLFE, MCGILL 1933,
 KY3150'CLAYSVILLE ARE VISIBLE FROM THE GROUND.
 KY3150'
 KY3150'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KY3150
 KY3150                          STATION RECOVERY (1976)
 KY3150
 KY3150'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (VRP)
 KY3150'REF 1 1960 RECOVERED GOOD.
 KY3150'
 KY3150'REF 2 1960 RECOVERED GOOD.
 KY3150'
 KY3150'CAMPSEY 1960 RECOVERED GOOD.
 KY3150'
 KY3150'DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MI EAST
 KY3150'CLAYSVILLE, PA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5619 ***********************************************************************
 KV5619  DESIGNATION -  CANAL C L USE 1935
 KV5619  PID         -  KV5619
 KV5619  STATE/COUNTY-  PA/BUCKS
 KV5619  USGS QUAD   -  BRISTOL (1981)
 KV5619
 KV5619                         *CURRENT SURVEY CONTROL
 KV5619  ___________________________________________________________________
 KV5619* NAD 83(1992)-  40 05 13.30564(N)    074 51 45.66574(W)     ADJUSTED  
 KV5619* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV5619  ___________________________________________________________________
 KV5619  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 KV5619  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV5619
 KV5619  HORZ ORDER  -  THIRD
 KV5619
 KV5619.The horizontal coordinates were established by classical geodetic methods
 KV5619.and adjusted by the National Geodetic Survey in June 2002..
 KV5619
 KV5619.The orthometric height was scaled from a topographic map.
 KV5619
 KV5619.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5619
 KV5619.The geoid height was determined by GEOID03.
 KV5619
 KV5619;                    North         East     Units Scale Factor Converg.
 KV5619;SPC PA S     -    87,711.337   846,196.762   MT  0.99997953   +1 52 23.8
 KV5619;SPC PA S     -   287,766.28  2,776,230.54   sFT  0.99997953   +1 52 23.8
 KV5619;SPC NJ       -   139,239.823   119,071.347   MT  0.99991177   -0 14 00.8
 KV5619;SPC NJ       -   456,822.65    390,653.24   sFT  0.99991177   -0 14 00.8
 KV5619;UTM  18      - 4,437,425.730   511,706.281   MT  0.99960169   +0 05 18.3
 KV5619
 KV5619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5619!SPC PA S     -   1.00000489  x   0.99997953  =   0.99998442
 KV5619!SPC NJ       -   1.00000489  x   0.99991177  =   0.99991666
 KV5619!UTM  18      -   1.00000489  x   0.99960169  =   0.99960658
 KV5619
 KV5619:                Primary Azimuth Mark                     Grid Az
 KV5619:SPC PA S     -  BRISTOL MUNICIPAL TANK                   021 22 55.8
 KV5619:SPC NJ       -  BRISTOL MUNICIPAL TANK                   023 29 20.4
 KV5619:UTM  18      -  BRISTOL MUNICIPAL TANK                   023 10 01.3
 KV5619
 KV5619|---------------------------------------------------------------------|
 KV5619| PID    Reference Object                     Distance      Geod. Az  |
 KV5619|                                                           dddmmss.s |
 KV5619| KV5607 BRISTOL MUNICIPAL TANK              APPROX. 1.3 KM 0231519.6 |
 KV5619| KV5595 BRISTOL GRUNDY CO INC TANK          APPROX. 2.1 KM 0250759.3 |
 KV5619| KV5610 BURLINGTON ST PAULS CH SPIRE        APPROX. 1.1 KM 1372123.1 |
 KV5619| KV5614 DUKE ECC                             91.330 METERS 24449     |
 KV5619| KV5615 DUKE 1912                            19.425 METERS 28142     |
 KV5619|---------------------------------------------------------------------|
 KV5619
 KV5619                          SUPERSEDED SURVEY CONTROL
 KV5619
 KV5619  NAD 83(1996)-  40 05 13.30564(N)    074 51 45.66574(W) AD(       ) 3
 KV5619  NAD 83(1986)-  40 05 13.30490(N)    074 51 45.66680(W) AD(       ) 3
 KV5619  NAD 27      -  40 05 12.90700(N)    074 51 47.06900(W) AD(       ) 3
 KV5619
 KV5619.Superseded values are not recommended for survey control.
 KV5619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5619.See file dsdata.txt to determine how the superseded data were derived.
 KV5619
 KV5619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1170637426(NAD 83)
 KV5619_MARKER: Z = SEE DESCRIPTION
 KV5619_SETTING: 0 = UNSPECIFIED SETTING
 KV5619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5619
 KV5619  HISTORY     - Date     Condition        Report By
 KV5619  HISTORY     - 1935     MONUMENTED       USE
 KV5619  HISTORY     - 1947     GOOD             CGS
 KV5619
 KV5619                          STATION DESCRIPTION
 KV5619
 KV5619'DESCRIBED BY US ENGINEERS 1935 (EBR)
 KV5619'BURLINGTON ST PAULS CATHOLIC CHURCH SPIRE IS THE BEST AZIMUTH MARK.
 KV5619'
 KV5619'STATION IS AT BRISTOL, ON MAPLE BEACH, 0.5 MILE UPSTREAM FROM
 KV5619'BURLINGTON-BRISTOL BRIDGE, ON RANGE WITH BURLINGTON SPIRE AND OLD
 KV5619'BURLINGTON LIGHT, 47.54 FEET SE OF NEAREST TELEGRAPH POLE, 34.38 FEET
 KV5619'S OF A 3-NAIL BLAZE IN TREE, 56.63 FEET E OF ANOTHER 3-NAIL BLAZE IN
 KV5619'TREE.  A STANDARD USED 8 INCH GALVANIZED TOP MONUMENT.
 KV5619'
 KV5619'SUPPLEMENTAL SCHEME STATION.
 KV5619'
 KV5619'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 KV5619
 KV5619                          STATION RECOVERY (1947)
 KV5619
 KV5619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5619'STATION RECOVERED IN GOOD CONDITION.  NUMEROUS CHANGES IN THE AREA
 KV5619'MAKE THE 1935 DESCRIPTION INADEQUATE FOR PRESENT DAY RECOVERY.  A
 KV5619'COMPLETE NEW DESCRIPTION FOLLOWS-
 KV5619'
 KV5619'STATION IS AT BRISTOL, 0.5 MILE UPSTREAM OF BURLINGTON-BRISTOL
 KV5619'BRIDGE, 47.5 FEET SE OF PHILA. ELEC. CO. POLE 91682, 63.6 FEET SW OF
 KV5619'DUKE 1912, AND 56.6 FEET E OF A 15-INCH TREE GROWING AT THE
 KV5619'INTERSECTION OF THE E SHOULDER OF BEACHWAY AVENUE WITH THE EXTENSION
 KV5619'OF THE TREE AND POLE LINE ALONG THE S SIDE OF GENEVA AVENUE.
 KV5619'
 KV5619'A STANDARD U.S.E. GALVANIZED TOP MONUMENT SET 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0803 ***********************************************************************
 LZ0803  DESIGNATION -  CANDY
 LZ0803  PID         -  LZ0803
 LZ0803  STATE/COUNTY-  PA/TIOGA
 LZ0803  USGS QUAD   -  LIBERTY (1986)
 LZ0803
 LZ0803                         *CURRENT SURVEY CONTROL
 LZ0803  ___________________________________________________________________
 LZ0803* NAD 83(1992)-  41 36 04.36455(N)    077 06 03.28690(W)     ADJUSTED  
 LZ0803* NAVD 88     -       659.922  (meters)    2165.09   (feet)  ADJUSTED  
 LZ0803  ___________________________________________________________________
 LZ0803  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 LZ0803  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 LZ0803  DYNAMIC HT  -         659.619 (meters)    2164.10  (feet)  COMP
 LZ0803  MODELED GRAV-     980,142.2   (mgal)                       NAVD 88
 LZ0803
 LZ0803  HORZ ORDER  -  SECOND
 LZ0803  VERT ORDER  -  SECOND    CLASS 0
 LZ0803
 LZ0803.The horizontal coordinates were established by classical geodetic methods
 LZ0803.and adjusted by the National Geodetic Survey in June 2002..
 LZ0803
 LZ0803.The orthometric height was determined by differential leveling
 LZ0803.and adjusted by the National Geodetic Survey in June 1991..
 LZ0803
 LZ0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ0803
 LZ0803.The geoid height was determined by GEOID03.
 LZ0803
 LZ0803.The dynamic height is computed by dividing the NAVD 88
 LZ0803.geopotential number by the normal gravity value computed on the
 LZ0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0803.degrees latitude (g = 980.6199 gals.).
 LZ0803
 LZ0803.The modeled gravity was interpolated from observed gravity values.
 LZ0803
 LZ0803;                    North         East     Units Scale Factor Converg.
 LZ0803;SPC PA N     -   159,515.557   654,109.244   MT  0.99996197   +0 25 45.8
 LZ0803;SPC PA N     -   523,343.96  2,146,023.41   sFT  0.99996197   +0 25 45.8
 LZ0803;UTM  18      - 4,607,632.527   324,920.546   MT  0.99997723   -1 23 42.9
 LZ0803
 LZ0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ0803!SPC PA N     -   0.99990161  x   0.99996197  =   0.99986358
 LZ0803!UTM  18      -   0.99990161  x   0.99997723  =   0.99987884
 LZ0803
 LZ0803|---------------------------------------------------------------------|
 LZ0803| PID    Reference Object                     Distance      Geod. Az  |
 LZ0803|                                                           dddmmss.s |
 LZ0803| LZ0805 CANDY RM 1                           12.304 METERS 04101     |
 LZ0803| LZ0804 CANDY RM 2                           10.454 METERS 09809     |
 LZ0803| LZ0802 CANDY AZ MK                                        2544215.4 |
 LZ0803| LZ1665 BLOSS CABLE TV CO MAST              APPROX. 3.6 KM 3062540.2 |
 LZ0803|---------------------------------------------------------------------|
 LZ0803
 LZ0803                          SUPERSEDED SURVEY CONTROL
 LZ0803
 LZ0803  NAD 83(1996)-  41 36 04.36347(N)    077 06 03.28673(W) AD(       ) 2
 LZ0803  NAD 83(1986)-  41 36 04.36470(N)    077 06 03.28443(W) AD(       ) 2
 LZ0803  NAD 27      -  41 36 04.10421(N)    077 06 04.37898(W) AD(       ) 2
 LZ0803  NGVD 29 (??/??/92)  660.078  (m)         2165.61   (f) ADJ UNCH    2 0
 LZ0803
 LZ0803.Superseded values are not recommended for survey control.
 LZ0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0803.See file dsdata.txt to determine how the superseded data were derived.
 LZ0803
 LZ0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM2492107633(NAD 83)
 LZ0803_MARKER: DE = TRAVERSE STATION DISK
 LZ0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0803_STAMPING: CANDY 1968
 LZ0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0803+STABILITY: SURFACE MOTION
 LZ0803
 LZ0803  HISTORY     - Date     Condition        Report By
 LZ0803  HISTORY     - 1969     MONUMENTED       CGS
 LZ0803  HISTORY     - 1969     GOOD             NGS
 LZ0803  HISTORY     - 1977     GOOD             PADT
 LZ0803
 LZ0803                          STATION DESCRIPTION
 LZ0803
 LZ0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LZ0803'THE STATION IS LOCATED ABOUT 6 MILES SOUTH-SOUTHWEST OF BLOSSBURG, 3
 LZ0803'MILES NORTH OF LIBERTY, 1/2 MILE EAST OF U.S.  HIGHWAY 15, ON
 LZ0803'THE WEST END OF A BARE, FLAT RIDGE, ADJACENT TO A SMALL CABLE TV
 LZ0803'ANTENNA, ON PROPERTY OWNED BY MR. FRANK NICKOLS.
 LZ0803'
 LZ0803'TO REACH THE STATION FROM THE POST OFFICE IN LIBERTY, GO WEST ON MAIN
 LZ0803'STREET FOR 0.05 MILE TO THE HIGHWAY.  TURN RIGHT AND GO NORTH ON
 LZ0803'U.S. HIGHWAY 15 FOR 0.4 MILE TO ITS JUNCTION WITH STATE HIGHWAY 414.
 LZ0803'CONTINUE NORTH ON U.S. HIGHWAY 15 FOR 2.3 MILE TO A CROSSROAD,
 LZ0803'LEGISLATIVE ROUTE 58106, CONTINUE NORTH ON U.S. HIGHWAY 15 FOR 0.3
 LZ0803'MILE TO A FARM ROAD AND THE AZIMUTH MARK ON THE RIGHT.  TURN
 LZ0803'RIGHT AND GO EAST ON THE FARM ROAD FOR 0.5 MILE TO A DESERTED FARM
 LZ0803'HOUSE ON THE RIGHT.  CONTINUE UPHILL ON THE FARM ROAD SOUTHERLY AND
 LZ0803'EASTERLY FOR 0.35 MILE TO THE TOP OF THE RIDGE AND THE STATION.
 LZ0803'
 LZ0803'THE STATION MARK IS 71 FEET WEST OF THE TV ANTENNA, 22 FEET SOUTH OF
 LZ0803'THE APPROXIMATE CENTER OF THE FARM ROAD, 11.0 FEET SOUTHEAST OF
 LZ0803'POWERLINE POLE WITH TRANSFORMER, AND 11.0 FEET SOUTHEAST OF A METAL
 LZ0803'WITNESS POST AND SIGN.  IT IS A STANDARD TRAVERSE DISK SET IN THE
 LZ0803'TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 1 INCH ABOVE
 LZ0803'GROUND, AND STAMPED CANDY 1968.
 LZ0803'
 LZ0803'REFERENCE MARK 1 IS 47.5 FEET NORTHWEST OF THE TV ANTENNA, 46 FEET
 LZ0803'EAST-NORTHEAST OF THE METAL WITNESS POST AND SIGN, 45 FEET
 LZ0803'EAST-NORTHEAST OF THE POWERLINE POLE WITH TRANSFORMER, AND 15 FEET
 LZ0803'SOUTHEAST OF THE APPROXIMATE CENTER OF THE FARM ROAD.  IT IS A
 LZ0803'STANDARD REFERENCE DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 LZ0803'POST WHICH IS FLUSH WITH THE GROUND, AND STAMPED CANDY NO 1 1968.
 LZ0803'
 LZ0803'REFERENCE MARK 2 IS 48 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER
 LZ0803'OF THE FARM ROAD, 45.5 FEET EAST-SOUTHEAST OF THE POWERLINE POLE
 LZ0803'WITH TRANSFORMER, 45.5 FEET EAST-SOUTHEAST OF THE METAL WITNESS POST
 LZ0803'AND SIGN, AND 39 FEET WEST-SOUTHWEST OF THE TV ANTENNA.  IT IS A
 LZ0803'STANDARD REFERENCE DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 LZ0803'POST WHICH IS FLUSH WITH THE GROUND, AND STAMPED CANDY NO 2
 LZ0803'1968.
 LZ0803'
 LZ0803'THE AZIMUTH MARK IS 67 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 LZ0803'15, 12 FEET NORTH OF THE APPROXIMATE CENTER OF THE FARM ROAD, 2.3
 LZ0803'FEET EAST-NORTHEAST OF POWERLINE POLE L157LK, AND 2.3 FEET
 LZ0803'EAST-NORTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A
 LZ0803'STANDARD AZIMUTH DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 LZ0803'POST WHICH PROJECTS 1 INCH ABOVE GROUND, AND STAMPED CANDY
 LZ0803'1968.
 LZ0803'
 LZ0803'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LZ0803
 LZ0803                          STATION RECOVERY (1969)
 LZ0803
 LZ0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LZ0803'3.7 MI N FROM LIBERTY.
 LZ0803'2.85 MILES NORTH ALONG THE U.S. HIGHWAY 15 FROM THE POST OFFICE
 LZ0803'IN LIBERTY TO A FARM ROAD LEADING EAST, THENCE EAST FOR 0.5 MILE
 LZ0803'TO A FARM HOUSE ON THE RIGHT, CONTINUE AHEAD FOR 0.35 MILE TO
 LZ0803'THE TOP OF HILL, 40.38 FEET SOUTHWEST OF RM 1, 34.30 FEET WEST
 LZ0803'OF RM 2, 71 FEET WEST OF A TV ANTENNA, 22 FEET SOUTH OF THE
 LZ0803'CENTER OF A FARM ROAD, 11 FEET SOUTHEAST OF A POWER LINE POLE, 11
 LZ0803'FEET SOUTHEAST OF A METAL WITNESS SIGN, SET IN THE TOP OF A
 LZ0803'CONCRETE POST, FLUSH, AND IS ABOUT 250 FEET ABOVE THE HIGHWAY.
 LZ0803
 LZ0803                          STATION RECOVERY (1977)
 LZ0803
 LZ0803'RECOVERY NOTE BY PA DEPT OF TRANSP 1977
 LZ0803'CANDY 1968 RECOVERED GOOD.
 LZ0803'
 LZ0803'CANDY NO 1 - CANDY NO 2 RECOVERED GOOD.
 LZ0803'
 LZ0803'CANDY 1968 (AZIM) RECOVERED GOOD.
 LZ0803'
 LZ0803'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES N OF LIBERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0802 ***********************************************************************
 LZ0802  DESIGNATION -  CANDY AZ MK
 LZ0802  PID         -  LZ0802
 LZ0802  STATE/COUNTY-  PA/TIOGA
 LZ0802  USGS QUAD   -  LIBERTY (1986)
 LZ0802
 LZ0802                         *CURRENT SURVEY CONTROL
 LZ0802  ___________________________________________________________________
 LZ0802* NAD 83(1986)-  41 35 57.     (N)    077 06 39.     (W)     SCALED    
 LZ0802* NAVD 88     -       576.237  (meters)    1890.54   (feet)  ADJUSTED  
 LZ0802  ___________________________________________________________________
 LZ0802  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 LZ0802  DYNAMIC HT  -         575.970 (meters)    1889.66  (feet)  COMP
 LZ0802  MODELED GRAV-     980,141.2   (mgal)                       NAVD 88
 LZ0802
 LZ0802  VERT ORDER  -  SECOND    CLASS 0
 LZ0802
 LZ0802.The horizontal coordinates were scaled from a topographic map and have
 LZ0802.an estimated accuracy of +/- 6 seconds.
 LZ0802
 LZ0802.The orthometric height was determined by differential leveling
 LZ0802.and adjusted by the National Geodetic Survey in June 1991..
 LZ0802
 LZ0802.The geoid height was determined by GEOID03.
 LZ0802
 LZ0802.The dynamic height is computed by dividing the NAVD 88
 LZ0802.geopotential number by the normal gravity value computed on the
 LZ0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0802.degrees latitude (g = 980.6199 gals.).
 LZ0802
 LZ0802.The modeled gravity was interpolated from observed gravity values.
 LZ0802
 LZ0802;                    North         East    Units  Estimated Accuracy
 LZ0802;SPC PA N     -   159,280.      653,280.      MT  (+/- 180 meters Scaled)
 LZ0802
 LZ0802                          SUPERSEDED SURVEY CONTROL
 LZ0802
 LZ0802  NGVD 29 (??/??/92)  576.389  (m)         1891.04   (f) ADJ UNCH    2 0
 LZ0802
 LZ0802.Superseded values are not recommended for survey control.
 LZ0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0802.See file dsdata.txt to determine how the superseded data were derived.
 LZ0802
 LZ0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM240074(NAD 83)
 LZ0802_MARKER: DZ = AZIMUTH MARK DISK
 LZ0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0802_STAMPING: CANDY 1968
 LZ0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0802+STABILITY: SURFACE MOTION
 LZ0802
 LZ0802  HISTORY     - Date     Condition        Report By
 LZ0802  HISTORY     - 1968     MONUMENTED       CGS
 LZ0802  HISTORY     - 1969     GOOD             NGS
 LZ0802  HISTORY     - 1977     GOOD             PADT
 LZ0802
 LZ0802                          STATION DESCRIPTION
 LZ0802
 LZ0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ0802'2.8 MI N FROM LIBERTY.
 LZ0802'2.85 MILES NORTH ALONG U.S. HIGHWAY 15 FROM THE POST OFFICE IN
 LZ0802'LIBERTY, 67 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 12 FEET
 LZ0802'NORTH OF THE APPROXIMATE CENTER OF A FARM ROAD, 2.3 FEET EAST
 LZ0802'OF A POWER LINE POLE, 2.3 FEET EAST OF A METAL WITNESS SIGN, SET
 LZ0802'IN THE TOP OF A CONCRETE POST PROJECTING 1-INCH AND IS ABOUT 3
 LZ0802'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LZ0802
 LZ0802                          STATION RECOVERY (1977)
 LZ0802
 LZ0802'RECOVERY NOTE BY PA DEPT OF TRANSP 1977
 LZ0802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0805 ***********************************************************************
 LZ0805  DESIGNATION -  CANDY RM 1
 LZ0805  PID         -  LZ0805
 LZ0805  STATE/COUNTY-  PA/TIOGA
 LZ0805  USGS QUAD   -  LIBERTY (1986)
 LZ0805
 LZ0805                         *CURRENT SURVEY CONTROL
 LZ0805  ___________________________________________________________________
 LZ0805* NAD 83(1986)-  41 36 04.     (N)    077 06 03.     (W)     SCALED    
 LZ0805* NAVD 88     -       660.157  (meters)    2165.87   (feet)  ADJUSTED  
 LZ0805  ___________________________________________________________________
 LZ0805  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 LZ0805  DYNAMIC HT  -         659.854 (meters)    2164.87  (feet)  COMP
 LZ0805  MODELED GRAV-     980,142.2   (mgal)                       NAVD 88
 LZ0805
 LZ0805  VERT ORDER  -  SECOND    CLASS 0
 LZ0805
 LZ0805.The horizontal coordinates were scaled from a topographic map and have
 LZ0805.an estimated accuracy of +/- 6 seconds.
 LZ0805
 LZ0805.The orthometric height was determined by differential leveling
 LZ0805.and adjusted by the National Geodetic Survey in June 1991..
 LZ0805
 LZ0805.The geoid height was determined by GEOID03.
 LZ0805
 LZ0805.The dynamic height is computed by dividing the NAVD 88
 LZ0805.geopotential number by the normal gravity value computed on the
 LZ0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0805.degrees latitude (g = 980.6199 gals.).
 LZ0805
 LZ0805.The modeled gravity was interpolated from observed gravity values.
 LZ0805
 LZ0805;                    North         East    Units  Estimated Accuracy
 LZ0805;SPC PA N     -   159,500.      654,120.      MT  (+/- 180 meters Scaled)
 LZ0805
 LZ0805                          SUPERSEDED SURVEY CONTROL
 LZ0805
 LZ0805  NGVD 29 (??/??/92)  660.313  (m)         2166.38   (f) ADJ UNCH    2 0
 LZ0805
 LZ0805.Superseded values are not recommended for survey control.
 LZ0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0805.See file dsdata.txt to determine how the superseded data were derived.
 LZ0805
 LZ0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM249076(NAD 83)
 LZ0805_MARKER: DR = REFERENCE MARK DISK
 LZ0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0805_STAMPING: CANDY NO 1 1968
 LZ0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0805+STABILITY: SURFACE MOTION
 LZ0805
 LZ0805  HISTORY     - Date     Condition        Report By
 LZ0805  HISTORY     - 1968     MONUMENTED       CGS
 LZ0805  HISTORY     - 1969     GOOD             NGS
 LZ0805
 LZ0805                          STATION DESCRIPTION
 LZ0805
 LZ0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ0805'3.7 MI N FROM LIBERTY.
 LZ0805'AT THE CANDY STATION SITE-- 40.38 FEET NORTHEAST OF THE STATION,
 LZ0805'47.5 FEET NORTHWEST OF THE TV ANTENNA, 46 FEET EAST-NORTHEAST OF
 LZ0805'THE METAL WITNESS SIGN, 45 FEET EAST-NORTHEAST OF THE POWER LINE
 LZ0805'POLE, 15 FEET SOUTHEAST OF THE CENTER OF THE FARM ROAD, SET IN
 LZ0805'THE TOP OF A CONCRETE POST, FLUSH, AND IS ABOUT LEVEL WITH THE
 LZ0805'STATION.  NOTE-- FOR DESCRIPTION SEE STATION CANDY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0804 ***********************************************************************
 LZ0804  DESIGNATION -  CANDY RM 2
 LZ0804  PID         -  LZ0804
 LZ0804  STATE/COUNTY-  PA/TIOGA
 LZ0804  USGS QUAD   -  LIBERTY (1986)
 LZ0804
 LZ0804                         *CURRENT SURVEY CONTROL
 LZ0804  ___________________________________________________________________
 LZ0804* NAD 83(1986)-  41 36 04.     (N)    077 06 03.     (W)     SCALED    
 LZ0804* NAVD 88     -       660.078  (meters)    2165.61   (feet)  ADJUSTED  
 LZ0804  ___________________________________________________________________
 LZ0804  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 LZ0804  DYNAMIC HT  -         659.775 (meters)    2164.61  (feet)  COMP
 LZ0804  MODELED GRAV-     980,142.2   (mgal)                       NAVD 88
 LZ0804
 LZ0804  VERT ORDER  -  SECOND    CLASS 0
 LZ0804
 LZ0804.The horizontal coordinates were scaled from a topographic map and have
 LZ0804.an estimated accuracy of +/- 6 seconds.
 LZ0804
 LZ0804.The orthometric height was determined by differential leveling
 LZ0804.and adjusted by the National Geodetic Survey in June 1991..
 LZ0804
 LZ0804.The geoid height was determined by GEOID03.
 LZ0804
 LZ0804.The dynamic height is computed by dividing the NAVD 88
 LZ0804.geopotential number by the normal gravity value computed on the
 LZ0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0804.degrees latitude (g = 980.6199 gals.).
 LZ0804
 LZ0804.The modeled gravity was interpolated from observed gravity values.
 LZ0804
 LZ0804;                    North         East    Units  Estimated Accuracy
 LZ0804;SPC PA N     -   159,500.      654,120.      MT  (+/- 180 meters Scaled)
 LZ0804
 LZ0804                          SUPERSEDED SURVEY CONTROL
 LZ0804
 LZ0804  NGVD 29 (??/??/92)  660.234  (m)         2166.12   (f) ADJ UNCH    2 0
 LZ0804
 LZ0804.Superseded values are not recommended for survey control.
 LZ0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0804.See file dsdata.txt to determine how the superseded data were derived.
 LZ0804
 LZ0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM249076(NAD 83)
 LZ0804_MARKER: DR = REFERENCE MARK DISK
 LZ0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0804_STAMPING: CANDY NO 2 1968
 LZ0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0804+STABILITY: SURFACE MOTION
 LZ0804
 LZ0804  HISTORY     - Date     Condition        Report By
 LZ0804  HISTORY     - 1968     MONUMENTED       CGS
 LZ0804  HISTORY     - 1969     GOOD             NGS
 LZ0804
 LZ0804                          STATION DESCRIPTION
 LZ0804
 LZ0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ0804'3.7 MI N FROM LIBERTY.
 LZ0804'AT THE CANDY STATION SITE-- 34.30 FEET EAST OF THE STATION, 48
 LZ0804'FEET SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF THE ROAD, 45.5
 LZ0804'FEET EAST-SOUTHEAST OF THE POWER LINE POLE, 45.5 FEET
 LZ0804'EAST-SOUTHEAST OF THE METAL WITNESS SIGN, 39 FEET WEST-SOUTHWEST
 LZ0804'OF THE TV ANTENNA, SET IN THE TOP OF A CONCRETE POST, FLUSH, AND
 LZ0804'IS ABOUT LEVEL WITH THE STATION.  NOTE-- FOR DESCRIPTION SEE
 LZ0804'STATION CANDY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ2030 ***********************************************************************
 LZ2030  DESIGNATION -  CANFIELD
 LZ2030  PID         -  LZ2030
 LZ2030  STATE/COUNTY-  PA/BRADFORD
 LZ2030  USGS QUAD   -  ROSEVILLE (1969)
 LZ2030
 LZ2030                         *CURRENT SURVEY CONTROL
 LZ2030  ___________________________________________________________________
 LZ2030* NAD 83(1992)-  41 50 31.36253(N)    076 54 08.94113(W)     ADJUSTED  
 LZ2030* NAVD 88     -       593.     (meters)    1946.     (feet)  SCALED    
 LZ2030  ___________________________________________________________________
 LZ2030  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 LZ2030  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 LZ2030
 LZ2030  HORZ ORDER  -  FIRST
 LZ2030
 LZ2030.The horizontal coordinates were established by classical geodetic methods
 LZ2030.and adjusted by the National Geodetic Survey in June 2002..
 LZ2030
 LZ2030.The orthometric height was scaled from a topographic map.
 LZ2030
 LZ2030.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ2030
 LZ2030.The geoid height was determined by GEOID03.
 LZ2030
 LZ2030;                    North         East     Units Scale Factor Converg.
 LZ2030;SPC PA N     -   186,405.220   670,388.527   MT  0.99998426   +0 33 38.4
 LZ2030;SPC PA N     -   611,564.46  2,199,433.03   sFT  0.99998426   +0 33 38.4
 LZ2030;UTM  18      - 4,633,988.583   342,048.530   MT  0.99990701   -1 16 09.7
 LZ2030
 LZ2030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ2030!SPC PA N     -   0.99991213  x   0.99998426  =   0.99989639
 LZ2030!UTM  18      -   0.99991213  x   0.99990701  =   0.99981914
 LZ2030
 LZ2030|---------------------------------------------------------------------|
 LZ2030| PID    Reference Object                     Distance      Geod. Az  |
 LZ2030|                                                           dddmmss.s |
 LZ2030| CB3763 CANFIELD RM 1                        42.970 METERS 08703     |
 LZ2030| LZ2026 ARMENIA                             APPROX. 7.9 KM 1472736.0 |
 LZ2030| CB3764 CANFIELD RM 2                        79.170 METERS 20117     |
 LZ2030|---------------------------------------------------------------------|
 LZ2030
 LZ2030                          SUPERSEDED SURVEY CONTROL
 LZ2030
 LZ2030  NAD 83(1996)-  41 50 31.36157(N)    076 54 08.94152(W) AD(       ) 1
 LZ2030  NAD 83(1986)-  41 50 31.36342(N)    076 54 08.93602(W) AD(       ) 1
 LZ2030  NAD 27      -  41 50 31.09600(N)    076 54 10.07500(W) AD(       ) 1
 LZ2030
 LZ2030.Superseded values are not recommended for survey control.
 LZ2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ2030.See file dsdata.txt to determine how the superseded data were derived.
 LZ2030
 LZ2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM4204933989(NAD 83)
 LZ2030_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ2030
 LZ2030  HISTORY     - Date     Condition        Report By
 LZ2030  HISTORY     - 1929     MONUMENTED       CGS
 LZ2030
 LZ2030                          STATION DESCRIPTION
 LZ2030
 LZ2030'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 LZ2030'THIS STATION IS IN COLUMBIA TOWNSHIP ABOUT 4 MILES TO NW OF SYLVANIA
 LZ2030'AND 1 MILE NW OF AUSTINVILLE, ON THE HIGHEST POINT OF
 LZ2030'A KNOLL IN A CULTIVATED FIELD.  THE TOP OF THE KNOLL IS BARE, BUT IT
 LZ2030'IS WOODED ON THE SE SLOPE.  THE STATION IS ALONG AN E-W WIRE
 LZ2030'FENCE.  IT IS ABOUT 45 METERS W OF THE NW CORNER OF THE WOODS AND
 LZ2030'ABOUT 35 METERS E OF THE N END OF A N-S STONE FENCE.
 LZ2030'
 LZ2030'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 LZ2030'SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A AND 11A.  ALL MARKS
 LZ2030'PROJECT ABOUT 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 LZ2030'
 LZ2030'REFERENCE MARK NO. 1 IS ALONG THE SAME FENCE AS THE STATION.  IT IS
 LZ2030'AT THE NW CORNER OF THE WOODS.
 LZ2030'
 LZ2030'REFERENCE MARK NO. 2 IS AT THE S END OF THE STONE FENCE.  BOTH MARKS
 LZ2030'ARE ABOUT 1 FOOT S OF THE FENCE LINE.
 LZ2030'
 LZ2030'TO REACH THE STATION FROM SYLVANIA, A TOWN ON STATE HIGHWAY 6, TURN
 LZ2030'OFF THE HIGHWAY AT THE SYLVANIA HOUSE AND GO IN A GENERAL
 LZ2030'NORTHERLY DIRECTION ALONG THE MAIN-TRAVELED ROAD TO AUSTINVILLE.
 LZ2030'FROM AUSTINVILLE GO W ACROSS BRIDGE AT W EDGE OF TOWN.
 LZ2030'JUST AFTER CROSSING THE BRIDGE, TAKE THE RIGHT HAND ROAD AND FOLLOW
 LZ2030'0.7 MILE TO A FORK IN THE ROAD.  KEEP RIGHT HERE AND CONTINUE ON FOR
 LZ2030'0.6 MILE TO ANOTHER ROAD INTERSECTION.  HERE MAKE A SHARP TURN TO THE
 LZ2030'LEFT AND FOLLOW THE ROAD BACK ALONG THE RIDGE TO THE
 LZ2030'SOUTHWARD AND AS IT SWINGS TO THE WESTWARD.  FOLLOW IT TO THE
 LZ2030'FIRST HOUSE ON THE RIGHT SIDE OF THE ROAD.  THIS IS THE HOME OF MR.
 LZ2030'CANFIELD.  CONTINUE ALONG THE ROAD TO THE WESTWARD, PAST
 LZ2030'HIS BARN TO THE SECOND BOARD GATE ON THE N SIDE OF THE ROAD TO THE W
 LZ2030'OF THE BARN.  TURN IN AT THIS GATE AND GO N TO THE WIRE
 LZ2030'FENCE ALONG THE N BOUNDARY OF THE FIELD.  THE MARK IS ABOUT 2 FEET S
 LZ2030'OF THIS FENCE.
 LZ2030'
 LZ2030'HEIGHT OF SIGNAL ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0683 ***********************************************************************
 KX0683  DESIGNATION -  CANOE CREEK
 KX0683  PID         -  KX0683
 KX0683  STATE/COUNTY-  PA/JEFFERSON
 KX0683  USGS QUAD   -  PUNXSUTAWNEY (1994)
 KX0683
 KX0683                         *CURRENT SURVEY CONTROL
 KX0683  ___________________________________________________________________
 KX0683* NAD 83(1986)-  40 56 11.     (N)    078 56 02.     (W)     SCALED    
 KX0683* NAVD 88     -       381.249  (meters)    1250.81   (feet)  ADJUSTED  
 KX0683  ___________________________________________________________________
 KX0683  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KX0683  DYNAMIC HT  -         381.060 (meters)    1250.19  (feet)  COMP
 KX0683  MODELED GRAV-     980,117.6   (mgal)                       NAVD 88
 KX0683
 KX0683  VERT ORDER  -  SECOND    CLASS 0
 KX0683
 KX0683.The horizontal coordinates were scaled from a topographic map and have
 KX0683.an estimated accuracy of +/- 6 seconds.
 KX0683
 KX0683.The orthometric height was determined by differential leveling
 KX0683.and adjusted by the National Geodetic Survey in June 1991..
 KX0683
 KX0683.The geoid height was determined by GEOID03.
 KX0683
 KX0683.The dynamic height is computed by dividing the NAVD 88
 KX0683.geopotential number by the normal gravity value computed on the
 KX0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0683.degrees latitude (g = 980.6199 gals.).
 KX0683
 KX0683.The modeled gravity was interpolated from observed gravity values.
 KX0683
 KX0683;                    North         East    Units  Estimated Accuracy
 KX0683;SPC PA N     -    86,160.      500,300.      MT  (+/- 180 meters Scaled)
 KX0683
 KX0683                          SUPERSEDED SURVEY CONTROL
 KX0683
 KX0683  NGVD 29 (??/??/92)  381.406  (m)         1251.33   (f) ADJ UNCH    2 0
 KX0683
 KX0683.Superseded values are not recommended for survey control.
 KX0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0683.See file dsdata.txt to determine how the superseded data were derived.
 KX0683
 KX0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF739337(NAD 83)
 KX0683_MARKER: DD = SURVEY DISK
 KX0683_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0683_SP_SET: BRIDGE
 KX0683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0683
 KX0683  HISTORY     - Date     Condition        Report By
 KX0683  HISTORY     - UNK      MONUMENTED       PADT
 KX0683  HISTORY     - 1934     GOOD             NGS
 KX0683
 KX0683                          STATION DESCRIPTION
 KX0683
 KX0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KX0683'2 MI E FROM PUNXSUTAWNEY.
 KX0683'2.0 MILES EAST ALONG STATE HIGHWAY 36 FROM PUNXSUTAWNEY,
 KX0683'JEFFERSON COUNTY, 0.1 MILE EAST OF HIGHWAY STATION 000+00, AT
 KX0683'THE 60-FOOT SPAN CONCRETE BRIDGE OVER CANOE CREEK, IN THE TOP
 KX0683'OF THE NORTHWEST WING WALL, 6 INCHES WEST OF THE NORTH ABUTMENT,
 KX0683'14 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH
 KX0683'THE HIGHWAY.  A PENNSYLVANIA HIGHWAY DEPARTMENT STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0320 ***********************************************************************
 KY0320  DESIGNATION -  CANONSBURG
 KY0320  PID         -  KY0320
 KY0320  STATE/COUNTY-  PA/WASHINGTON
 KY0320  USGS QUAD   -  CANONSBURG (1979)
 KY0320
 KY0320                         *CURRENT SURVEY CONTROL
 KY0320  ___________________________________________________________________
 KY0320* NAD 83(1992)-  40 15 31.13158(N)    080 11 04.94059(W)     ADJUSTED  
 KY0320* NAVD 88     -       294.556  (meters)     966.39   (feet)  ADJUSTED  
 KY0320  ___________________________________________________________________
 KY0320  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 KY0320  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KY0320  DYNAMIC HT  -         294.394 (meters)     965.86  (feet)  COMP
 KY0320  MODELED GRAV-     980,067.8   (mgal)                       NAVD 88
 KY0320
 KY0320  HORZ ORDER  -  SECOND
 KY0320  VERT ORDER  -  SECOND    CLASS 0
 KY0320
 KY0320.The horizontal coordinates were established by classical geodetic methods
 KY0320.and adjusted by the National Geodetic Survey in June 2002..
 KY0320
 KY0320.The orthometric height was determined by differential leveling
 KY0320.and adjusted by the National Geodetic Survey in June 1991..
 KY0320
 KY0320.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY0320
 KY0320.The geoid height was determined by GEOID03.
 KY0320
 KY0320.The dynamic height is computed by dividing the NAVD 88
 KY0320.geopotential number by the normal gravity value computed on the
 KY0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0320.degrees latitude (g = 980.6199 gals.).
 KY0320
 KY0320.The modeled gravity was interpolated from observed gravity values.
 KY0320
 KY0320;                    North         East     Units Scale Factor Converg.
 KY0320;SPC PA S     -   105,596.772   392,911.118   MT  0.99996509   -1 34 46.6
 KY0320;SPC PA S     -   346,445.41  1,289,075.89   sFT  0.99996509   -1 34 46.6
 KY0320;UTM  17      - 4,456,784.005   569,330.380   MT  0.99965917   +0 31 36.8
 KY0320
 KY0320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY0320!SPC PA S     -   0.99995908  x   0.99996509  =   0.99992418
 KY0320!UTM  17      -   0.99995908  x   0.99965917  =   0.99961827
 KY0320
 KY0320                          SUPERSEDED SURVEY CONTROL
 KY0320
 KY0320  NAD 83(1995)-  40 15 31.13185(N)    080 11 04.94099(W) AD(       ) 2
 KY0320  NAD 83(1986)-  40 15 31.13582(N)    080 11 04.94943(W) AD(       ) 2
 KY0320  NAD 27      -  40 15 30.88360(N)    080 11 05.74210(W) AD(       ) 2
 KY0320  NGVD 29 (??/??/92)  294.695  (m)          966.85   (f) ADJ UNCH    2 0
 KY0320
 KY0320.Superseded values are not recommended for survey control.
 KY0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0320.See file dsdata.txt to determine how the superseded data were derived.
 KY0320
 KY0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE6933056784(NAD 83)
 KY0320_MARKER: DB = BENCH MARK DISK
 KY0320_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0320_SP_SET: STONE WALL BASE
 KY0320_STAMPING: CANNONSBURG 1935
 KY0320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0320
 KY0320  HISTORY     - Date     Condition        Report By
 KY0320  HISTORY     - 1959     MONUMENTED       CGS
 KY0320  HISTORY     - 1960     GOOD             NGS
 KY0320
 KY0320                          STATION DESCRIPTION
 KY0320
 KY0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 KY0320'STATION IS LOCATED IN THE EAST FACE OF THE STONE WALL BASE OF THE
 KY0320'CANONSBURG CITY FIRE DEPARTMENT BUILDING WHICH IS AT THE
 KY0320'INTERSECTION OF WATER STREET AND GREENSIDE AVENUE IN CANONSBURG.
 KY0320'
 KY0320'STATION IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK
 KY0320'DISK, STAMPED CANONSBURG 1935, CEMENTED IN A DRILL HOLE, IN A
 KY0320'STONE BASE AND IS ABOUT 2 FEET ABOVE THE SIDEWALK. IT IS ABOUT 25
 KY0320'FEET SOUTH OF THE MAIN ENTRANCE TO THE FIRE DEPARTMENT BUILDING.
 KY0320'
 KY0320'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION STATION
 KY0320'CANONSBURG 1933 AND THE DISTANCE IS 1605.263 METERS.
 KY0320
 KY0320                          STATION RECOVERY (1960)
 KY0320
 KY0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KY0320'AT CANONSBURG.
 KY0320'AT CANNONSBURG, AT THE INTERSECTION OF WATER STREET AND GREENSIDE
 KY0320'AVENUE, AT THE CITY FIRE DEPARTMENT BUILDING, IN THE EAST FACE
 KY0320'OF THE STONE-WALL BASE, AND 25 FEET SOUTH OF THE MAIN ENTRANCE
 KY0320'DOOR.  A STANDARD DISK, STAMPED CANNONSBURG 1935 AND SET
 KY0320'VERTICALLY.  NOTE-- A TRAVERSE CONNECTION WAS MADE TO
 KY0320'TRIANGULATION CANONSBURG 1933 AND THE DISTANCE IS 1605.263
 KY0320'METERS.  THE STAMPING ON THE MARK IS CANONSBURG NOT CANNONSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3125 ***********************************************************************
 KY3125  DESIGNATION -  CANONSBURG
 KY3125  PID         -  KY3125
 KY3125  STATE/COUNTY-  PA/WASHINGTON
 KY3125  USGS QUAD   -  WASHINGTON EAST (1977)
 KY3125
 KY3125                         *CURRENT SURVEY CONTROL
 KY3125  ___________________________________________________________________
 KY3125* NAD 83(1992)-  40 14 40.38216(N)    080 10 49.28369(W)     ADJUSTED  
 KY3125* NAVD 88     -       427.     (meters)    1401.     (feet)  SCALED    
 KY3125  ___________________________________________________________________
 KY3125  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 KY3125  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 KY3125
 KY3125  HORZ ORDER  -  SECOND
 KY3125
 KY3125.The horizontal coordinates were established by classical geodetic methods
 KY3125.and adjusted by the National Geodetic Survey in June 2002..
 KY3125
 KY3125.The orthometric height was scaled from a topographic map.
 KY3125
 KY3125.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3125
 KY3125.The geoid height was determined by GEOID03.
 KY3125
 KY3125;                    North         East     Units Scale Factor Converg.
 KY3125;SPC PA S     -   104,021.899   393,237.878   MT  0.99996594   -1 34 36.5
 KY3125;SPC PA S     -   341,278.51  1,290,147.94   sFT  0.99996594   -1 34 36.5
 KY3125;UTM  17      - 4,455,222.684   569,714.687   MT  0.99965983   +0 31 46.4
 KY3125
 KY3125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3125!SPC PA S     -   0.99993833  x   0.99996594  =   0.99990427
 KY3125!UTM  17      -   0.99993833  x   0.99965983  =   0.99959818
 KY3125
 KY3125:                Primary Azimuth Mark                     Grid Az
 KY3125:SPC PA S     -  HICKMAN                                  016 08 49.4
 KY3125:UTM  17      -  HICKMAN                                  014 02 26.5
 KY3125
 KY3125|---------------------------------------------------------------------|
 KY3125| PID    Reference Object                     Distance      Geod. Az  |
 KY3125|                                                           dddmmss.s |
 KY3125| KY3097 HICKMAN                             APPROX.11.9 KM 0143412.9 |
 KY3125|---------------------------------------------------------------------|
 KY3125
 KY3125                          SUPERSEDED SURVEY CONTROL
 KY3125
 KY3125  NAD 83(1995)-  40 14 40.38237(N)    080 10 49.28387(W) AD(       ) 2
 KY3125  NAD 83(1986)-  40 14 40.38603(N)    080 10 49.29226(W) AD(       ) 2
 KY3125  NAD 27      -  40 14 40.13180(N)    080 10 50.08580(W) AD(       ) 2
 KY3125
 KY3125.Superseded values are not recommended for survey control.
 KY3125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3125.See file dsdata.txt to determine how the superseded data were derived.
 KY3125
 KY3125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE6971555223(NAD 83)
 KY3125_MARKER: DD = SURVEY DISK
 KY3125_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KY3125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3125
 KY3125  HISTORY     - Date     Condition        Report By
 KY3125  HISTORY     - 1933     MONUMENTED       CGS
 KY3125  HISTORY     - 1979     GOOD             NGS
 KY3125
 KY3125                          STATION DESCRIPTION
 KY3125
 KY3125'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KY3125'ON THE SUMMIT OF A HIGH HILL IN THE PASTURE OWNED BY JAMES HANNA,
 KY3125'WHO LIVES AT THE JUNCTION OF U.S. HIGHWAY 19 AND THE
 KY3125'WASHINGTON-PITTSBURGH HIGHWAY.  OWNER OBJECTS TO ANY ADDITIONAL
 KY3125'MARKS ON HIS PROPERTY.  THERE IS A U.S.G.S. STATION ON THE HILL
 KY3125'BUT A TOWER COULD NOT BE ERECTED OVER IT BECAUSE OF A POWER LINE.
 KY3125'THE MARK IS A STANDARD DISK SET IN TOP OF A 6- BY 6- INCH STONE
 KY3125'POST WHICH PROJECTS ABOUT 7 INCHES.  OUR MARK IS A STANDARD DISK
 KY3125'SET IN CONCRETE 20 INCHES BELOW THE SURFACE.
 KY3125'
 KY3125'TO REACH FROM WASHINGTON OR CANONSBURG, FOLLOW U.S. HIGHWAY 19 TO
 KY3125'THE HIGHWAY INTERSECTION, THENCE TO THE HANNA HOME AND THROUGH THE
 KY3125'FIELDS AND PASTURE TO THE SUMMIT OF THE HILL AND THE STATION.
 KY3125
 KY3125                          STATION RECOVERY (1979)
 KY3125
 KY3125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RGP)
 KY3125'THE STATION MARK, REFERENCE MARK ONE AND THE AZIMUTH MARK WERE
 KY3125'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK TWO WAS
 KY3125'SEARCHED FOR BUT NOT FOUND, IT IS BELIEVED TO HAVE BEEN DESTROYED BY
 KY3125'THE CONSTRUCTION OF NEW HOUSES WHICH NOW OCCUPY THE HILLTOP.  THE
 KY3125'AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND IN THE SUMMER WHEN THE
 KY3125'TREES ARE COVERED WITH LEAVES.  THE USGS STATION CANONSBURG WAS NOT
 KY3125'FOUND AND BELIEVED DESTROYED.  A NEW REFERENCE MARK THREE WAS
 KY3125'ESTABLISHED.  THE DISTANCE AND DIRECTION TO REFERENCE MARK ONE WERE
 KY3125'WITHIN CLOSE AGREEMENT.
 KY3125'
 KY3125'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 KY3125'
 KY3125'THE STATION IS LOCATED ON A HIGH HILL ABOUT 1 MILE EAST OF CANONSBURG
 KY3125'AND ABOUT 1/2 MILE NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 19 AND
 KY3125'STATE HIGHWAYS 519 AND 980 AT THE OLD HISTORICAL 1776 REV. JOHN MC
 KY3125'MILLAN CHURCH.
 KY3125'
 KY3125'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND STATE
 KY3125'HIGHWAYS 519 AND 980 WHICH IS 1 MILE EAST OF CANONSBURG, GO NORTHEAST
 KY3125'ON U.S. HIGHWAY 19 FOR 0.35 MILE TO A SIDE STREET LEFT.  TURN LEFT
 KY3125'AND GO IN A NORTHWESTERLY ON LOCUST AVENUE FOR 0.15 MILE TO A SIDE
 KY3125'ROAD RIGHT (LOCUST CIRCLE) KEEP LEFT AND GO WESTERLY UPHILL FOR 0.05
 KY3125'MILE TO A SIDE ROAD LEFT JUST AFTER A POINT WHERE THE ROAD CURVED
 KY3125'NORTH.  TURN LEFT AND GO WEST ON GRANDVIEW AVENUE FOR 0.1 MILE TO THE
 KY3125'HIGHEST POINT AND THE STATION ON THE RIGHT, IN THE FRONT YARD OF 120
 KY3125'GRANDVIEW AVENUE.
 KY3125'
 KY3125'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 KY3125'STAMPED---CANNONSBURG 1933---SET INTO THE TOP OF AN IRREGULAR MASS
 KY3125'OF CONCRETE RECESSED 36 CM (14 INCHES) BELOW THE GROUND LOCATED 10.1
 KY3125'METERS (33 FEET) N FROM THE CENTER OF GRANDVIEW AVENUE, 8.8 METERS
 KY3125'(29 FEET) SE FROM THE SOUTHEAST CORNER OF 120 GRANDVIEW AVENUE
 KY3125'DWELLING, 7.0 METERS (23 FEET) NW FROM A 6-INCH TREE, 5.5 METERS (18
 KY3125'FEET) NW FROM A MAIL BOX WITH SIGN 120, AND 4.3 METERS (14 FEET) E
 KY3125'FROM A TWIN ELM TREE.
 KY3125'
 KY3125'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 KY3125'NOS) DISK STAMPED---CANNONSBURG NO 1 1933---SET INTO THE TOP OF A
 KY3125'SQUARE CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 5 CM (2
 KY3125'INCHES) ABOVE THE GROUND LOCATED 4.6 METERS (15 FEET) S FROM THE
 KY3125'CENTER OF GRANDVIEW AVENUE, 16.8 METERS (55 FEET) E FROM THE CENTER
 KY3125'OF A DRIVE LEADING TO 119 GRANDVIEW AVE, 0.6 METER (2 FEET) NE FROM A
 KY3125'POWERLINE POLE NUMBERED 381010, AND 0.6 METER (2 FEET) LOWER THAN THE
 KY3125'STATION.
 KY3125'
 KY3125'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 KY3125'STAMPED---CANONSBURG 1933 NO 3 1979---CEMENTED IN A DRILL HOLE IN
 KY3125'THE NORTH CONCRETE BASE OF THE WEST ONE OF 2 PILLARS AT THE DRIVEWAY
 KY3125'ENTRANCE TO 119 GRANDVIEW AVENUE.  IT IS FLUSH WITH THE SURFACE OF
 KY3125'THE GROUND.  IT IS LOCATED 4.3 METERS (14 FEET) S FROM THE CENTER OF
 KY3125'GRANDVIEW AVENUE, 4.3 METERS (14 FEET) W FROM THE CENTER OF THE DRIVE
 KY3125'LEADING TO 119 GRANDVIEW, 1.37 METERS (4.5 FEET) W FROM THE EAST EDGE
 KY3125'OF THE PILLAR, 0.12 METER (0.4 FOOT) N FROM THE NORTH SIDE OF THE
 KY3125'PILLAR, AND 0.6 METER (2 FEET) LOWER THAN THE STATION.
 KY3125'
 KY3125'AZIMUTH MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 KY3125'NOS) DISK STAMPED---CANNONSBURG 1959---CEMENTED IN A DRILL HOLE IN
 KY3125'THE NORTH EDGE OF A CATCH BASIN PROJECTING 2 FEET.  IT IS LOCATED
 KY3125'16.2 METERS (53 FEET) E FROM THE CENTER OF U.S. HIGHWAY 19, 0.9 METER
 KY3125'(3 FEET) S FROM A WITNESS POST, AND 0.15 METER (0.5 FOOT) S FROM THE
 KY3125'NORTH EDGE OF THE CATCH BASIN.
 KY3125'
 KY3125'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 19 AND
 KY3125'STATE HIGHWAYS 519 AND 980, GO SOUTHERLY ON U.S. HIGHWAY 19 FOR 0.4
 KY3125'MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3127 ***********************************************************************
 KY3127  DESIGNATION -  CANONSBURG
 KY3127  PID         -  KY3127
 KY3127  STATE/COUNTY-  PA/WASHINGTON
 KY3127  USGS QUAD   -  WASHINGTON EAST (1977)
 KY3127
 KY3127                         *CURRENT SURVEY CONTROL
 KY3127  ___________________________________________________________________
 KY3127* NAD 83(1992)-  40 14 40.45804(N)    080 10 49.45409(W)     ADJUSTED  
 KY3127* NAVD 88     -       425.     (meters)    1394.     (feet)  SCALED    
 KY3127  ___________________________________________________________________
 KY3127  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 KY3127  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 KY3127
 KY3127  HORZ ORDER  -  FIRST
 KY3127
 KY3127.The horizontal coordinates were established by classical geodetic methods
 KY3127.and adjusted by the National Geodetic Survey in June 2002..
 KY3127
 KY3127.The orthometric height was scaled from a topographic map.
 KY3127
 KY3127.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3127
 KY3127.The geoid height was determined by GEOID03.
 KY3127
 KY3127;                    North         East     Units Scale Factor Converg.
 KY3127;SPC PA S     -   104,024.349   393,233.916   MT  0.99996594   -1 34 36.6
 KY3127;SPC PA S     -   341,286.55  1,290,134.94   sFT  0.99996594   -1 34 36.6
 KY3127;UTM  17      - 4,455,224.986   569,710.640   MT  0.99965982   +0 31 46.3
 KY3127
 KY3127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3127!SPC PA S     -   0.99993864  x   0.99996594  =   0.99990458
 KY3127!UTM  17      -   0.99993864  x   0.99965982  =   0.99959848
 KY3127
 KY3127|---------------------------------------------------------------------|
 KY3127| PID    Reference Object                     Distance      Geod. Az  |
 KY3127|                                                           dddmmss.s |
 KY3127| CX3374 CANONSBURG RM 1                      24.808 METERS 10544     |
 KY3127| CX3376 CANONSBURG RM 3                      13.729 METERS 16251     |
 KY3127| CX3372 CANONSBURG AZ MK                                   1683909.6 |
 KY3127| CX3373 CANONSBURG AZ MK 2                                 1725645.3 |
 KY3127| KY3117 CANONSBURG W PA POWER RAD MAST      APPROX. 1.3 KM 2112725.0 |
 KY3127| KY3136 WASHINGTON HOSPITAL DOME            APPROX. 8.8 KM 2195243.3 |
 KY3127| CX3375 CANONSBURG RM 2                                    22439     |
 KY3127|---------------------------------------------------------------------|
 KY3127
 KY3127                          SUPERSEDED SURVEY CONTROL
 KY3127
 KY3127  NAD 83(1995)-  40 14 40.45824(N)    080 10 49.45427(W) AD(       ) 1
 KY3127  NAD 83(1986)-  40 14 40.46199(N)    080 10 49.46285(W) AD(       ) 1
 KY3127  NAD 27      -  40 14 40.20700(N)    080 10 50.25600(W) AD(       ) 1
 KY3127
 KY3127.Superseded values are not recommended for survey control.
 KY3127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3127.See file dsdata.txt to determine how the superseded data were derived.
 KY3127
 KY3127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE6971155225(NAD 83)
 KY3127_MARKER: DS = TRIANGULATION STATION DISK
 KY3127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3127
 KY3127  HISTORY     - Date     Condition        Report By
 KY3127  HISTORY     - 1933     MONUMENTED       CGS
 KY3127  HISTORY     - 1958     GOOD             AEROS
 KY3127  HISTORY     - 1959     SEE DESCRIPTION  CGS
 KY3127
 KY3127                          STATION DESCRIPTION
 KY3127
 KY3127'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KY3127'ON THE SUMMIT OF A HIGH HILL IN THE PASTURE OWNED BY JAMES HANNA,
 KY3127'WHO LIVES AT THE JUNCTION OF U.S. HIGHWAY 19 AND THE
 KY3127'WASHINGTON-PITTSBURGH HIGHWAY.  OWNER OBJECTS TO ANY ADDITIONAL
 KY3127'MARKS ON HIS PROPERTY.  THERE IS A U.S.G.S. STATION ON THE HILL
 KY3127'BUT A TOWER COULD NOT BE ERECTED OVER IT BECAUSE OF A POWER LINE.
 KY3127'THE MARK IS A STANDARD DISK SET IN TOP OF A 6- BY 6- INCH STONE
 KY3127'POST WHICH PROJECTS ABOUT 7 INCHES.  OUR MARK IS A STANDARD DISK
 KY3127'SET IN CONCRETE 20 INCHES BELOW THE SURFACE.
 KY3127'
 KY3127'TO REACH FROM WASHINGTON OR CANONSBURG, FOLLOW U.S. HIGHWAY 19 TO
 KY3127'THE HIGHWAY INTERSECTION, THENCE TO THE HANNA HOME AND THROUGH THE
 KY3127'FIELDS AND PASTURE TO THE SUMMIT OF THE HILL AND THE STATION.
 KY3127'
 KY3127'AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH OF THE STATION, IN THE NORTH
 KY3127'CORNER OF A CONCRETE CULVERT, ON THE EAST SIDE OF U.S. HIGHWAY 19
 KY3127'AND 0.3 MILE SOUTH OF THE HIGHWAY INTERSECTION MENTIONED ABOVE,
 KY3127'AND 14.5 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD.
 KY3127'
 KY3127'MOST OF WASHINGTON AND ALL OF CANONSBURG IS VISIBLE FROM THE GROUND.
 KY3127'
 KY3127'A 77-FOOT TOWER WAS ERECTED.
 KY3127
 KY3127                          STATION RECOVERY (1958)
 KY3127
 KY3127'RECOVERY NOTE BY AERO SERVICE CORPORATION 1958
 KY3127'RECOVERY BY AERO SERVICE CORP., LETTER DATED SEPTEMBER 2, 1958.
 KY3127'
 KY3127'STATION CANONSBURG U.S.C. AND G.S. WAS SEARCHED FOR AND NOT RECOVERED.
 KY3127'
 KY3127'STATION CANONSBURG U.S.G.S. WAS RECOVERED.  A NINE-FOOT STAND
 KY3127'WOULD BE NEEDED TO CLEAR LINES TO WHEELER AND HOSPITAL.
 KY3127
 KY3127                          STATION RECOVERY (1959)
 KY3127
 KY3127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCC)
 KY3127'STATION MARK AND THE U.S.G.S. MARK WAS RECOVERED AND FOUND TO BE
 KY3127'IN GOOD CONDITION.  THE U.S.G.S. MARK DISK HAS VERY BADLY
 KY3127'MUTILATED. DUE TO MANY CHANGES IN THE DESCRIPTION OF THE STATION,
 KY3127'A COMPLETE NEW DESCRIPTION FOLLOWS.
 KY3127'
 KY3127'STATION IS LOCATED ON A HIGH HILL, ABOUT 1 MILE EAST OF
 KY3127'CANONSBURG, 0.4 MILE NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 19
 KY3127'AND STATE HIGHWAY 519, AT AN OVERPASS.  THE PROPERTY ON WHICH THE
 KY3127'STATION IS ESTABLISHED IS OWNED BY MR. ORVILLE POTTER WHO RESIDES
 KY3127'IN ROCHESTER, NEW YORK.
 KY3127'
 KY3127'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 19 AND STATE
 KY3127'HIGHWAY 519 (OVER-PASS).  GO NORTH ON HIGHWAY 19 FOR 0.33 MILE.
 KY3127'TURN LEFT AND FOLLOW A GRAVELED ROAD UP-HILL FOR 0.15 MILE TO A
 KY3127'FORK, FOLLOW THE LEFT HAND ROAD UP-HILL FOR 0.07 MILE, BEAR LEFT
 KY3127'AND CONTINUE UP-HILL FOR 0.06 MILE, TOP OF HILL AND STATION.
 KY3127'
 KY3127'STATION MARK IS A STANDARD DISK, STAMPED CANONSBURG 1933, SET IN
 KY3127'THE TOP OF A SQUARE CONCRETE POST WHICH IS ABOUT 20 INCHES BELOW
 KY3127'THE GROUND SURFACE.  IT IS 1.2 FEET NORTH OF A STANDARD METAL
 KY3127'WITNESS POST.
 KY3127'
 KY3127'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED CANONSBURG NO
 KY3127'1 1933, SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 KY3127'ABOUT 3 INCHES.  IT IS 1.3 FEET NORTHEAST OF A POWERLINE POLE AND
 KY3127'ABOUT 81 FEET EAST OF THE WITNESS POST.
 KY3127'
 KY3127'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED CANONSBURG NO
 KY3127'2 1933, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH
 KY3127'PROJECTS ABOUT 3 INCHES.  IT IS 4.1 FEET SOUTHWEST OF THE
 KY3127'POWERLINE POLE AND ABOUT 38 FEET SOUTH OF THE WITNESS POST.
 KY3127'
 KY3127'U.S. GEOLOGICAL SURVEY STATION MARK IS A STANDARD DISK, SET IN THE
 KY3127'TOP OF A 6 X 6 INCH STONE MONUMENT WHICH PROJECTS ABOUT 6 INCHES.
 KY3127'IT IS ABOUT 15 FEET EAST OF THE WITNESS POST.
 KY3127'
 KY3127'AZIMUTH MARK IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 19 AND
 KY3127'STATE HIGHWAY 519, AT OVERPASS.  GO SOUTH ON HIGHWAY 19 FOR 0.41
 KY3127'MILE TO THE AZIMUTH MARK ON THE LEFT, EAST SIDE OF THE HIGHWAY.
 KY3127'IT IS A STANDARD DISK, STAMPED CANNONSBURG 1959, CEMENTED IN A
 KY3127'DRILL HOLE, IN THE TOP OF A CONCRETE CULVERT WHICH PROJECTS ABOUT
 KY3127'2 FEET. IT IS ABOUT 53 FEET EAST OF THE CENTER OF U.S. HIGHWAY 19.
 KY3127'
 KY3127'THE OLD AZIMUTH MARK WAS SEARCHED FOR BUT COULD NOT BE FOUND.  IT
 KY3127'IS BELIEVED TO HAVE BEEN DESTROYED DURING NEW HIGHWAY CONSTRUCTION.
 KY3127'
 KY3127'A TRAVERSE CONNECTION WAS MADE TO BENCH MARK CANONSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3093 ***********************************************************************
 KY3093  DESIGNATION -  CANONSBURG RADIO WCNG S MAST
 KY3093  PID         -  KY3093
 KY3093  STATE/COUNTY-  PA/WASHINGTON
 KY3093  USGS QUAD   -  CANONSBURG (1979)
 KY3093
 KY3093                         *CURRENT SURVEY CONTROL
 KY3093  ___________________________________________________________________
 KY3093* NAD 83(1992)-  40 17 20.57027(N)    080 11 05.69414(W)     ADJUSTED  
 KY3093* NAVD 88     -                                                        
 KY3093  ___________________________________________________________________
 KY3093  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 KY3093  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KY3093
 KY3093  HORZ ORDER  -  THIRD
 KY3093
 KY3093.The horizontal coordinates were established by classical geodetic methods
 KY3093.and adjusted by the National Geodetic Survey in June 2002..
 KY3093
 KY3093
 KY3093.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3093
 KY3093.The geoid height was determined by GEOID03.
 KY3093
 KY3093;                    North         East     Units Scale Factor Converg.
 KY3093;SPC PA S     -   108,971.432   392,986.374   MT  0.99996346   -1 34 47.1
 KY3093;SPC PA S     -   357,517.11  1,289,322.80   sFT  0.99996346   -1 34 47.1
 KY3093;UTM  17      - 4,460,158.120   569,281.547   MT  0.99965909   +0 31 37.5
 KY3093
 KY3093                          SUPERSEDED SURVEY CONTROL
 KY3093
 KY3093  NAD 83(1995)-  40 17 20.57053(N)    080 11 05.69489(W) AD(       ) 4
 KY3093  NAD 83(1986)-  40 17 20.57431(N)    080 11 05.70307(W) AD(       ) 4
 KY3093  NAD 27      -  40 17 20.32300(N)    080 11 06.49600(W) AD(       ) 3
 KY3093
 KY3093.Superseded values are not recommended for survey control.
 KY3093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3093.See file dsdata.txt to determine how the superseded data were derived.
 KY3093
 KY3093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE6928260158(NAD 83)
 KY3093_MARKER: 42 = RADIO/TV MAST
 KY3093
 KY3093  HISTORY     - Date     Condition        Report By
 KY3093  HISTORY     - 1960     FIRST OBSERVED   CGS
 KY3093
 KY3093                          STATION DESCRIPTION
 KY3093
 KY3093'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KY3093'THE STATION IS THE RED LIGHT AT THE APEX OF THE SOUTH WCNG RADIO
 KY3093'STATION MAST.  LOCATED ON A HIGH, GRASSY HILL, ABOUT 1-1/2 MILES
 KY3093'NORTH OF CANNONSBURG AND ABOUT 0.4 MILE WEST OF U.S. HIGHWAY 19.
 KY3093'THE MASTS ARE CONSTRUCTED OF LACE CHANNEL IRON AND ARE ABOUT 3 X 3
 KY3093'FEET SQUARE WITH A RED FLASHING LIGHT AT THE APEX.  THE TWO MASTS
 KY3093'ARE APPROXIMATELY 300 FEET APART.  THE OVERALL HEIGHT OF THE MASTS
 KY3093'ARE APPROXIMATELY 327 FEET AND ARE PAINTED ALTERNATELY ORANGE AND
 KY3093'WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3095 ***********************************************************************
 KY3095  DESIGNATION -  CANONSBURG RADIO WCNG N MAST
 KY3095  PID         -  KY3095
 KY3095  STATE/COUNTY-  PA/WASHINGTON
 KY3095  USGS QUAD   -  CANONSBURG (1979)
 KY3095
 KY3095                         *CURRENT SURVEY CONTROL
 KY3095  ___________________________________________________________________
 KY3095* NAD 83(1992)-  40 17 24.23559(N)    080 11 07.90769(W)     ADJUSTED  
 KY3095* NAVD 88     -                                                        
 KY3095  ___________________________________________________________________
 KY3095  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 KY3095  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KY3095
 KY3095  HORZ ORDER  -  THIRD
 KY3095
 KY3095.The horizontal coordinates were established by classical geodetic methods
 KY3095.and adjusted by the National Geodetic Survey in June 2002..
 KY3095
 KY3095
 KY3095.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3095
 KY3095.The geoid height was determined by GEOID03.
 KY3095
 KY3095;                    North         East     Units Scale Factor Converg.
 KY3095;SPC PA S     -   109,085.881   392,937.229   MT  0.99996341   -1 34 48.6
 KY3095;SPC PA S     -   357,892.59  1,289,161.56   sFT  0.99996341   -1 34 48.6
 KY3095;UTM  17      - 4,460,270.651   569,228.243   MT  0.99965899   +0 31 36.1
 KY3095
 KY3095                          SUPERSEDED SURVEY CONTROL
 KY3095
 KY3095  NAD 83(1995)-  40 17 24.23583(N)    080 11 07.90845(W) AD(       ) 4
 KY3095  NAD 83(1986)-  40 17 24.23961(N)    080 11 07.91662(W) AD(       ) 4
 KY3095  NAD 27      -  40 17 23.98900(N)    080 11 08.70900(W) AD(       ) 3
 KY3095
 KY3095.Superseded values are not recommended for survey control.
 KY3095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3095.See file dsdata.txt to determine how the superseded data were derived.
 KY3095
 KY3095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE6922860271(NAD 83)
 KY3095_MARKER: 42 = RADIO/TV MAST
 KY3095
 KY3095  HISTORY     - Date     Condition        Report By
 KY3095  HISTORY     - 1960     FIRST OBSERVED   CGS
 KY3095
 KY3095                          STATION DESCRIPTION
 KY3095
 KY3095'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KY3095'THE STATION IS THE RED LIGHT AT THE APEX OF THE NORTH WCNG RADIO
 KY3095'STATION MAST.  LOCATED ON A HIGH, GRASSY HILL, ABOUT 1-1/2 MILES
 KY3095'NORTH OF CANONSBURG AND ABOUT 0.4 MILE WEST OF U.S. HIGHWAY 19.
 KY3095'THE MASTS ARE CONSTRUCTED OF LACE CHANNEL IRON AND ARE ABOUT 3 X 3
 KY3095'FEET SQUARE WITH A RED FLASHING LIGHT AT THE APEX.  THE TWO MAST
 KY3095'ARE APPROXIMATELY 300 FEET APART.  THE OVERALL HEIGHT OF THE MASTS
 KY3095'ARE APPROXIMATELY 327 FEET AND ARE PAINTED ALTERNATELY ORANGE AND
 KY3095'WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3117 ***********************************************************************
 KY3117  DESIGNATION -  CANONSBURG W PA POWER RAD MAST
 KY3117  PID         -  KY3117
 KY3117  STATE/COUNTY-  PA/WASHINGTON
 KY3117  USGS QUAD   -  WASHINGTON EAST (1977)
 KY3117
 KY3117                         *CURRENT SURVEY CONTROL
 KY3117  ___________________________________________________________________
 KY3117* NAD 83(1992)-  40 14 04.97053(N)    080 11 17.78062(W)     ADJUSTED  
 KY3117* NAVD 88     -                                                        
 KY3117  ___________________________________________________________________
 KY3117  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 KY3117  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 KY3117
 KY3117  HORZ ORDER  -  THIRD
 KY3117
 KY3117.The horizontal coordinates were established by classical geodetic methods
 KY3117.and adjusted by the National Geodetic Survey in June 2002..
 KY3117
 KY3117
 KY3117.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3117
 KY3117.The geoid height was determined by GEOID03.
 KY3117
 KY3117;                    North         East     Units Scale Factor Converg.
 KY3117;SPC PA S     -   102,948.671   392,534.460   MT  0.99996657   -1 34 55.0
 KY3117;SPC PA S     -   337,757.43  1,287,840.14   sFT  0.99996657   -1 34 55.0
 KY3117;UTM  17      - 4,454,124.665   569,051.394   MT  0.99965869   +0 31 27.6
 KY3117
 KY3117                          SUPERSEDED SURVEY CONTROL
 KY3117
 KY3117  NAD 83(1995)-  40 14 04.97069(N)    080 11 17.78068(W) AD(       ) 4
 KY3117  NAD 83(1986)-  40 14 04.97467(N)    080 11 17.78960(W) AD(       ) 4
 KY3117  NAD 27      -  40 14 04.72000(N)    080 11 18.58200(W) AD(       ) 3
 KY3117
 KY3117.Superseded values are not recommended for survey control.
 KY3117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3117.See file dsdata.txt to determine how the superseded data were derived.
 KY3117
 KY3117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE6905154125(NAD 83)
 KY3117_MARKER: 42 = RADIO/TV MAST
 KY3117
 KY3117  HISTORY     - Date     Condition        Report By
 KY3117  HISTORY     - 1960     FIRST OBSERVED   CGS
 KY3117  HISTORY     - 1979     GOOD             NGS
 KY3117
 KY3117                          STATION DESCRIPTION
 KY3117
 KY3117'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KY3117'THE STATION IS THE APEX AND CENTER OF THE MAST.  LOCATED ON A
 KY3117'HIGH, GRASSY HILL ABOUT 1.0 MILE SOUTH-SOUTHEAST OF CANONSBURG AND
 KY3117'ABOUT 0.5 MILE WEST OF U.S. HIGHWAY 19.  IT IS A 4 X 4 FOOT SQUARE
 KY3117'LACED CHANNEL IRON STRUCTURE WITH A FLASHING RED LIGHT MOUNTED AT
 KY3117'THE APEX, BUT NOT IN THE CENTER OF THE STRUCTURE.  THE OVERALL
 KY3117'HEIGHT OF THE STRUCTURE IS APPROXIMATELY 220 FEET AND IS PAINTED
 KY3117'ALTERNATELY ORANGE AND WHITE.  CALL LETTERS ARE KGC 843.
 KY3117
 KY3117                          STATION RECOVERY (1979)
 KY3117
 KY3117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RGP)
 KY3117'THIS STATION WAS NOT VISITED AT THIS DATE, HOWEVER IT WAS INTERSECTED
 KY3117'FROM STATION CANONSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0509 ***********************************************************************
 LZ0509  DESIGNATION -  CANTON
 LZ0509  PID         -  LZ0509
 LZ0509  STATE/COUNTY-  PA/BRADFORD
 LZ0509  USGS QUAD   -  CANTON (1970)
 LZ0509
 LZ0509                         *CURRENT SURVEY CONTROL
 LZ0509  ___________________________________________________________________
 LZ0509* NAD 83(1986)-  41 39 25.     (N)    076 51 03.     (W)     SCALED    
 LZ0509* NAVD 88     -       370.020  (meters)    1213.97   (feet)  ADJUSTED  
 LZ0509  ___________________________________________________________________
 LZ0509  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 LZ0509  DYNAMIC HT  -         369.855 (meters)    1213.43  (feet)  COMP
 LZ0509  MODELED GRAV-     980,167.3   (mgal)                       NAVD 88
 LZ0509
 LZ0509  VERT ORDER  -  SECOND    CLASS 0
 LZ0509
 LZ0509.The horizontal coordinates were scaled from a topographic map and have
 LZ0509.an estimated accuracy of +/- 6 seconds.
 LZ0509
 LZ0509.The orthometric height was determined by differential leveling
 LZ0509.and adjusted by the National Geodetic Survey in June 1991..
 LZ0509
 LZ0509.The geoid height was determined by GEOID03.
 LZ0509
 LZ0509.The dynamic height is computed by dividing the NAVD 88
 LZ0509.geopotential number by the normal gravity value computed on the
 LZ0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0509.degrees latitude (g = 980.6199 gals.).
 LZ0509
 LZ0509.The modeled gravity was interpolated from observed gravity values.
 LZ0509
 LZ0509;                    North         East    Units  Estimated Accuracy
 LZ0509;SPC PA N     -   165,890.      674,890.      MT  (+/- 180 meters Scaled)
 LZ0509
 LZ0509                          SUPERSEDED SURVEY CONTROL
 LZ0509
 LZ0509  NGVD 29 (??/??/92)  370.165  (m)         1214.45   (f) ADJ UNCH    2 0
 LZ0509
 LZ0509.Superseded values are not recommended for survey control.
 LZ0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0509.See file dsdata.txt to determine how the superseded data were derived.
 LZ0509
 LZ0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM458133(NAD 83)
 LZ0509_MARKER: DB = BENCH MARK DISK
 LZ0509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0509_SP_SET: STEPS
 LZ0509_STAMPING: CANTON 1934
 LZ0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0509
 LZ0509  HISTORY     - Date     Condition        Report By
 LZ0509  HISTORY     - 1934     MONUMENTED       CGS
 LZ0509  HISTORY     - 1944     GOOD             NGS
 LZ0509  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 LZ0509
 LZ0509                          STATION DESCRIPTION
 LZ0509
 LZ0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0509'AT CANTON.
 LZ0509'AT CANTON, BRADFORD COUNTY, AT THE INTERSECTION OF UNION
 LZ0509'STREET AND MINEQUA AVENUE, AT THE EAST SIDE OF THE HIGH SCHOOL,
 LZ0509'IN THE TOP OF THE SOUTH WALL OF THE SOUTH STEPS, ABOUT 70 FEET
 LZ0509'WEST OF THE CENTER LINE OF UNION STREET, AND ABOUT 6 FEET
 LZ0509'HIGHER THAN THE STREET.  A STANDARD DISK, STAMPED CANTON 1934.
 LZ0509
 LZ0509                          STATION RECOVERY (1944)
 LZ0509
 LZ0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 LZ0509'RECOVERED IN GOOD CONDITION.
 LZ0509
 LZ0509                          STATION RECOVERY (1979)
 LZ0509
 LZ0509'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 LZ0509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU4498 ***********************************************************************
 JU4498  DESIGNATION -  CAPEHART
 JU4498  PID         -  JU4498
 JU4498  STATE/COUNTY-  PA/PHILADELPHIA
 JU4498  USGS QUAD   -  PHILADELPHIA (1994)
 JU4498
 JU4498                         *CURRENT SURVEY CONTROL
 JU4498  ___________________________________________________________________
 JU4498* NAD 83(1996)-  39 54 24.55609(N)    075 11 00.66614(W)     ADJUSTED  
 JU4498* NAVD 88     -         4.4    (meters)      14.     (feet)  GPS OBS   
 JU4498  ___________________________________________________________________
 JU4498  X           -   1,252,875.491 (meters)                     COMP
 JU4498  Y           -  -4,736,426.249 (meters)                     COMP
 JU4498  Z           -   4,070,036.422 (meters)                     COMP
 JU4498  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 JU4498  ELLIP HEIGHT-         -28.45  (meters)          (08/10/01) GPS OBS
 JU4498  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JU4498
 JU4498  HORZ ORDER  -  FIRST
 JU4498  ELLP ORDER  -  FOURTH    CLASS II
 JU4498
 JU4498.The horizontal coordinates were established by GPS observations
 JU4498.and adjusted by the National Geodetic Survey in May 1999..
 JU4498
 JU4498.The orthometric height was determined by GPS observations and a
 JU4498.high-resolution geoid model.
 JU4498
 JU4498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4498
 JU4498.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4498
 JU4498.The ellipsoidal height was determined by GPS observations
 JU4498.and is referenced to NAD 83.
 JU4498
 JU4498.The geoid height was determined by GEOID03.
 JU4498
 JU4498;                    North         East     Units Scale Factor Converg.
 JU4498;SPC PA S     -    66,865.873   819,429.408   MT  1.00000425   +1 39 54.4
 JU4498;SPC PA S     -   219,375.79  2,688,411.32   sFT  1.00000425   +1 39 54.4
 JU4498;SPC NJ       -   119,393.089    91,558.068   MT  0.99994203   -0 26 18.7
 JU4498;SPC NJ       -   391,708.83    300,386.76   sFT  0.99994203   -0 26 18.7
 JU4498;UTM  18      - 4,417,431.476   484,313.650   MT  0.99960303   -0 07 03.8
 JU4498
 JU4498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4498!SPC PA S     -   1.00000446  x   1.00000425  =   1.00000871
 JU4498!SPC NJ       -   1.00000446  x   0.99994203  =   0.99994649
 JU4498!UTM  18      -   1.00000446  x   0.99960303  =   0.99960749
 JU4498
 JU4498                          SUPERSEDED SURVEY CONTROL
 JU4498
 JU4498  NAD 83(1992)-  39 54 24.55550(N)    075 11 00.66629(W) AD(       ) 1
 JU4498  ELLIP H (06/28/94)  -28.50   (m)                       GP(       ) 4 1
 JU4498
 JU4498.Superseded values are not recommended for survey control.
 JU4498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4498.See file dsdata.txt to determine how the superseded data were derived.
 JU4498
 JU4498_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8431417431(NAD 83)
 JU4498_MARKER: DD = SURVEY DISK
 JU4498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4498_SP_SET: CONCRETE POST
 JU4498_STAMPING: CAPEHART 1993
 JU4498_MARK LOGO: PA6540
 JU4498_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JU4498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4498+STABILITY: SURFACE MOTION
 JU4498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4498+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JU4498
 JU4498  HISTORY     - Date     Condition        Report By
 JU4498  HISTORY     - 1993     MONUMENTED       PA6540
 JU4498  HISTORY     - 2000     GOOD             USPSQD
 JU4498
 JU4498                          STATION DESCRIPTION
 JU4498
 JU4498'DESCRIBED BY CITY OF PHILADELPHIA PENNSYLVANIA 1993
 JU4498'THE STATION IS LOCATED IN THE 26TH WARD IN THE SOUTH SECTION OF
 JU4498'THECITY OF PHILADELPHIA, IN A GRASS AREA (CITY FOOTWAY AREA) IN FRONT
 JU4498'OF 3540 SOUTH 20TH STREET. THE STATION IS 11.5 FT (3.5 M) WEST OF THE
 JU4498'WEST CURB LINE OF 20TH STREET AND 11.7 FT (3.6 M) NORTH OF THE NORTH
 JU4498'CURB LINE OF PATTISON AVENUE. THE MARK IS 0.3 FT (0.1 M) BELOW THE
 JU4498'SURFACE. THE MARK IS A CITY OF PHILADELPHIA HORIZONTAL CONTROL
 JU4498'NETWORK BRASS DISC STAMPED CAPEHAUS ROUTE 1993.
 JU4498'TO REACH THE STATION FROM CITY HALL IN CENTER CITY, GO SOUTH ON BROAD
 JU4498'STREET TO PATTISON AVENUE (3600 SOUTH) TURN RIGHT ONTO PATTISON
 JU4498'AVENUE AND GO 0.50 MI (0.80 KM) TO 20TH STREET.
 JU4498
 JU4498                          STATION RECOVERY (2000)
 JU4498
 JU4498'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU4498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5949 ***********************************************************************
 KV5949  CBN         -  This is a Cooperative Base Network Control Station.
 KV5949  DESIGNATION -  CARBPORT
 KV5949  PID         -  KV5949
 KV5949  STATE/COUNTY-  PA/CARBON
 KV5949  USGS QUAD   -  NESQUEHONING (1993)
 KV5949
 KV5949                         *CURRENT SURVEY CONTROL
 KV5949  ___________________________________________________________________
 KV5949* NAD 83(1992)-  40 48 32.95089(N)    075 45 48.16804(W)     ADJUSTED  
 KV5949* NAVD 88     -       159.0    (meters)     522.     (feet)  GPS OBS   
 KV5949  ___________________________________________________________________
 KV5949  X           -   1,188,949.483 (meters)                     COMP
 KV5949  Y           -  -4,686,086.330 (meters)                     COMP
 KV5949  Z           -   4,146,486.691 (meters)                     COMP
 KV5949  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 KV5949  ELLIP HEIGHT-         125.31  (meters)          (03/28/01) GPS OBS
 KV5949  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 KV5949
 KV5949  HORZ ORDER  -  A
 KV5949  ELLP ORDER  -  THIRD     CLASS II
 KV5949
 KV5949.The horizontal coordinates were established by GPS observations
 KV5949.and adjusted by the National Geodetic Survey in March 2001..
 KV5949
 KV5949.The orthometric height was determined by GPS observations and a
 KV5949.high-resolution geoid model.
 KV5949
 KV5949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5949
 KV5949.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5949
 KV5949.The ellipsoidal height was determined by GPS observations
 KV5949.and is referenced to NAD 83.
 KV5949
 KV5949.The geoid height was determined by GEOID03.
 KV5949
 KV5949;                    North         East     Units Scale Factor Converg.
 KV5949;SPC PA N     -    73,273.276   767,613.274   MT  1.00001280   +1 18 51.2
 KV5949;SPC PA N     -   240,397.41  2,518,411.22   sFT  1.00001280   +1 18 51.2
 KV5949;SPC PA S     -   165,755.863   767,608.175   MT  0.99997903   +1 17 20.1
 KV5949;SPC PA S     -   543,817.36  2,518,394.49   sFT  0.99997903   +1 17 20.1
 KV5949;UTM  18      - 4,517,851.919   435,613.463   MT  0.99965102   -0 29 56.1
 KV5949
 KV5949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5949!SPC PA N     -   0.99998034  x   1.00001280  =   0.99999314
 KV5949!SPC PA S     -   0.99998034  x   0.99997903  =   0.99995937
 KV5949!UTM  18      -   0.99998034  x   0.99965102  =   0.99963137
 KV5949
 KV5949:                Primary Azimuth Mark                     Grid Az
 KV5949:SPC PA N     -  CARBPORT AZ MK                           067 37 23.9
 KV5949:SPC PA S     -  CARBPORT AZ MK                           067 38 55.0
 KV5949:UTM  18      -  CARBPORT AZ MK                           069 26 11.2
 KV5949
 KV5949|---------------------------------------------------------------------|
 KV5949| PID    Reference Object                     Distance      Geod. Az  |
 KV5949|                                                           dddmmss.s |
 KV5949| KV5950 CARBPORT AZ MK                      APPROX. 0.6 KM 0685615.1 |
 KV5949|---------------------------------------------------------------------|
 KV5949
 KV5949                          SUPERSEDED SURVEY CONTROL
 KV5949
 KV5949  NAD 83(1986)-  40 48 32.94755(N)    075 45 48.16116(W) AD(       ) 3
 KV5949  NGVD 29 (09/11/89)  159.1    (m)          522.     (f) GPS OBS        
 KV5949
 KV5949.Superseded values are not recommended for survey control.
 KV5949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5949.See file dsdata.txt to determine how the superseded data were derived.
 KV5949
 KV5949_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL3561317852(NAD 83)
 KV5949_MARKER: I = METAL ROD
 KV5949_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV5949_SP_SET: STAINLESS STEEL ROD
 KV5949_STAMPING: CARBPORT 1988
 KV5949_MARK LOGO: NGS   
 KV5949_PROJECTION: FLUSH
 KV5949_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV5949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5949+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2004
 KV5949_ROD/PIPE-DEPTH: 3.80 meters
 KV5949_SLEEVE-DEPTH  : 0.9 meters
 KV5949
 KV5949  HISTORY     - Date     Condition        Report By
 KV5949  HISTORY     - 1988     MONUMENTED       NGS
 KV5949  HISTORY     - 20000101 GOOD             PADT
 KV5949  HISTORY     - 20000410 GOOD             PADT
 KV5949  HISTORY     - 20000421 GOOD             PADT
 KV5949  HISTORY     - 20010510 GOOD             PADT
 KV5949  HISTORY     - 20040827 GOOD             PADT
 KV5949
 KV5949                          STATION DESCRIPTION
 KV5949
 KV5949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KV5949'THE STATION IS LOCATED ABOUT 6.4 KM (4.00 MI) SOUTHWEST OF JIM THORPE,
 KV5949'5.0 KM (3.10 MI) WEST-SOUTHWEST OF LEHIGHTON, 0.8 KM (0.50 MI)
 KV5949'NORTHWEST OF STATE HIGHWAY 443, AT THE LEHIGHTON-CARBON COUNTY-JAKE
 KV5949'ARNER MEMORIAL AIRPORT, IN THE NORTHEAST ANGLE OF THE JUNCTION OF THE
 KV5949'MAIN CONNECTING TAXIWAY AND THE SINGLE RUNWAY.
 KV5949'OWNERSHIP--CARBON COUNTY AIRPORT AUTHORITY, CARBON COUNTY COURTHOUSE,
 KV5949'JIM THORPE PA 18229.  PHONE 717-386-2330.
 KV5949'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 209 AND STATE
 KV5949'HIGHWAY 443 AT THE WEST END OF THE LEHIGH RIVER BRIDGE ON THE
 KV5949'SOUTHEAST EDGE OF LEHIGHTON, GO SOUTHWEST FOR 1.6 KM (1.00 MI) ON
 KV5949'HIGHWAY 443 TO THE JUNCTION OF STATE HIGHWAY 902 ON THE RIGHT.
 KV5949'CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR 4.5 KM (2.80 MI) ON
 KV5949'HIGHWAY 443 TO A PAVED CROSSROAD.  TURN RIGHT AND GO NORTHWEST FOR 1.3
 KV5949'KM (0.80 MI) ON STATE ROAD 3007 TO A T-JUNCTION.  TURN RIGHT AND GO
 KV5949'NORTHEAST FOR 0.8 KM (0.50 MI) ON STATE HIGHWAY 902 TO A PAVED SIDE
 KV5949'ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.6 KM (0.35 MI) ON
 KV5949'THE AIRPORT ENTRANCE ROAD TO A LOCKED GATE AT THE ROADS END AND THE
 KV5949'AIRPORT OFFICE BUILDING.  PASS THROUGH THE GATE AND GO SOUTH FOR 0.1
 KV5949'KM (0.05 MI) ON THE ASPHALT APRON AND MAIN CONNECTING TAXIWAY TO THE
 KV5949'STATION ON THE LEFT JUST BEFORE REACHING THE RUNWAY.
 KV5949'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 KV5949'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 3.8 METERS IN A GREASE
 KV5949'FILLED SLEEVE EXTENDING TO A DEPTH OF 0.9 METER ENCASED IN A PVC PIPE
 KV5949'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 KV5949'24.0 M (78.7 FT) SOUTHWEST FROM THE SOUTHEAST CORNER OF THE APRON,
 KV5949'19.4 M (63.6 FT) NORTH FROM THE CENTER OF THE RUNWAY, 18.5 M
 KV5949'(60.7 FT) SOUTH FROM THE SOUTH EDGE OF THE APRON, 15.1 M (49.5 FT)
 KV5949'EAST FROM THE CENTER OF THE MAIN CONNECTING TAXIWAY, AND 9.1 M
 KV5949'(29.9 FT) NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF THE CONCRETE
 KV5949'BASE FOR WHITE RUNWAY LIGHT NUMBER 305.
 KV5949'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 KV5949
 KV5949                          STATION RECOVERY (2000)
 KV5949
 KV5949'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 KV5949'BOTH CARBPORT AND CARBPORT AZ MK RECOVERED AS DESCRIBED.
 KV5949
 KV5949                          STATION RECOVERY (2000)
 KV5949
 KV5949'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (SQ)
 KV5949'RECOVERED IN GOOD CONDITION.
 KV5949
 KV5949                          STATION RECOVERY (2000)
 KV5949
 KV5949'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (SQ)
 KV5949'NEW PHONE NUMBER TO AIRPORT MANGER IS (570) 386-2330.
 KV5949' 
 KV5949'
 KV5949
 KV5949                          STATION RECOVERY (2001)
 KV5949
 KV5949'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (RW)
 KV5949'RECOVERED IN GOOD CONDITION.
 KV5949
 KV5949                          STATION RECOVERY (2004)
 KV5949
 KV5949'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (SQ)
 KV5949'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5950 ***********************************************************************
 KV5950  DESIGNATION -  CARBPORT AZ MK
 KV5950  PID         -  KV5950
 KV5950  STATE/COUNTY-  PA/CARBON
 KV5950  USGS QUAD   -  NESQUEHONING (1993)
 KV5950
 KV5950                         *CURRENT SURVEY CONTROL
 KV5950  ___________________________________________________________________
 KV5950* NAD 83(1992)-  40 48 39.89122(N)    075 45 24.44679(W)     ADJUSTED  
 KV5950* NAVD 88     -       154.3    (meters)     506.     (feet)  VERTCON   
 KV5950  ___________________________________________________________________
 KV5950  X           -   1,189,453.131 (meters)                     COMP
 KV5950  Y           -  -4,685,810.650 (meters)                     COMP
 KV5950  Z           -   4,146,645.800 (meters)                     COMP
 KV5950  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 KV5950  ELLIP HEIGHT-         120.82  (meters)          (06/21/02) GPS OBS
 KV5950  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 KV5950
 KV5950  HORZ ORDER  -  THIRD
 KV5950  ELLP ORDER  -  FOURTH    CLASS I
 KV5950
 KV5950.The horizontal coordinates were established by GPS observations
 KV5950.and adjusted by the National Geodetic Survey in June 2002..
 KV5950
 KV5950.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5950
 KV5950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5950
 KV5950.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5950
 KV5950.The ellipsoidal height was determined by GPS observations
 KV5950.and is referenced to NAD 83.
 KV5950
 KV5950.The geoid height was determined by GEOID03.
 KV5950
 KV5950;                    North         East     Units Scale Factor Converg.
 KV5950;SPC PA N     -    73,500.085   768,164.190   MT  1.00001245   +1 19 06.9
 KV5950;SPC PA N     -   241,141.53  2,520,218.68   sFT  1.00001245   +1 19 06.9
 KV5950;SPC PA S     -   165,982.421   768,159.173   MT  0.99997924   +1 17 35.4
 KV5950;SPC PA S     -   544,560.66  2,520,202.22   sFT  0.99997924   +1 17 35.4
 KV5950;UTM  18      - 4,518,061.108   436,171.078   MT  0.99965014   -0 29 40.7
 KV5950
 KV5950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5950!SPC PA N     -   0.99998105  x   1.00001245  =   0.99999350
 KV5950!SPC PA S     -   0.99998105  x   0.99997924  =   0.99996029
 KV5950!UTM  18      -   0.99998105  x   0.99965014  =   0.99963119
 KV5950
 KV5950:                Primary Azimuth Mark                     Grid Az
 KV5950:SPC PA N     -  CARBPORT                                 247 37 23.7
 KV5950:SPC PA S     -  CARBPORT                                 247 38 55.2
 KV5950:UTM  18      -  CARBPORT                                 249 26 11.3
 KV5950
 KV5950|---------------------------------------------------------------------|
 KV5950| PID    Reference Object                     Distance      Geod. Az  |
 KV5950|                                                           dddmmss.s |
 KV5950| KV5949 CARBPORT                            APPROX. 0.6 KM 2485630.6 |
 KV5950|---------------------------------------------------------------------|
 KV5950
 KV5950                          SUPERSEDED SURVEY CONTROL
 KV5950
 KV5950  NAD 83(1986)-  40 48 39.88849(N)    075 45 24.44141(W) AD(       ) 3
 KV5950  NGVD 29 (09/11/89)  154.6    (m)          507.     (f) GPS OBS        
 KV5950
 KV5950.Superseded values are not recommended for survey control.
 KV5950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5950.See file dsdata.txt to determine how the superseded data were derived.
 KV5950
 KV5950_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL3617118061(NAD 83)
 KV5950_MARKER: I = METAL ROD
 KV5950_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV5950_SP_SET: STAINLESS STEEL ROD
 KV5950_STAMPING: CARBPORT AZ MK 1988
 KV5950_MARK LOGO: NGS   
 KV5950_PROJECTION: FLUSH
 KV5950_MAGNETIC: I = MARKER IS A STEEL ROD
 KV5950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV5950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5950+SATELLITE: SATELLITE OBSERVATIONS - 1988
 KV5950_ROD/PIPE-DEPTH: 4.0  meters
 KV5950
 KV5950  HISTORY     - Date     Condition        Report By
 KV5950  HISTORY     - 1988     MONUMENTED       NGS
 KV5950  HISTORY     - 20000101 GOOD             PADT
 KV5950
 KV5950                          STATION DESCRIPTION
 KV5950
 KV5950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KV5950'THE STATION IS LOCATED ABOUT 6.4 KM (4.00 MI) SOUTHWEST OF JIM THORPE,
 KV5950'5.0 KM (3.10 MI) WEST-SOUTHWEST OF LEHIGHTON, 0.8 KM (0.50 MI)
 KV5950'NORTHWEST OF STATE HIGHWAY 443, AT THE LEHIGH-CARBON COUNTY-JIM ARNER
 KV5950'MEMORIAL AIRPORT, ON THE SOUTH SIDE OF THE SMALL GRASS ISLAND IN THE
 KV5950'CENTER OF THE CIRCULAR AIRPLANE TURN-AROUND AT THE EAST END OF THE
 KV5950'SINGLE RUNWAY.
 KV5950'OWNERSHIP--CARBON COUNTY AIRPORT AUTHORITY. CARBON COUNTY COURTHOUSE,
 KV5950'JIM THORPE PA 18229.  PHONE 717-386-2330.
 KV5950'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 209 AND STATE
 KV5950'HIGHWAY 443 AT THE WEST END OF THE LEHIGH RIVER BRIDGE AT THE
 KV5950'SOUTHEAST EDGE OF LEHIGHTON, GO SOUTHWEST FOR 1.6 KM (1.00 MI) ON
 KV5950'HIGHWAY 443 TO THE JUNCTION OF STATE HIGHWAY 902 ON THE RIGHT.
 KV5950'CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR 4.5 KM (2.80 MI) ON
 KV5950'HIGHWAY 443 TO A PAVED CROSSROAD.  TURN RIGHT AND GO NORTHWEST FOR 1.3
 KV5950'KM (0.80 MI) ON STATE ROAD 3007 TO A T-JUNCTION.  TURN RIGHT AND GO
 KV5950'NORTHEAST FOR 0.8 KM (0.50 MI) ON STATE HIGHWAY 902 TO A PAVED SIDE
 KV5950'ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.6 KM (0.35 MI) ON
 KV5950'THE AIRPORT ENTRANCE ROAD TO A LOCKED GATE AT THE ROADS END AND
 KV5950'AIRPORT OFFICE BUILDING.  PASS THROUGH THE GATE AND GO SOUTH FOR 0.1
 KV5950'KM (0.05 MI) ON THE ASPHALT APRON AND MAIN CONNECTING TAXIWAY TO THE
 KV5950'RUNWAY.  TURN LEFT AND GO EAST FOR 0.6 KM (0.35 MI) ON THE RUNWAY TO
 KV5950'THE STATION ON THE LEFT JUST BEFORE REACHING THE EAST END OF THE
 KV5950'RUNWAY.
 KV5950'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 KV5950'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 4.0 METERS IN A GREASE
 KV5950'FILLED SLEEVE EXTENDING TO A DEPTH OF 0.9 METER ENCASED IN A PVC PIPE
 KV5950'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 KV5950'31.2 M (102.4 FT) NORTHWEST FROM THE CENTER OF THE EAST END OF THE
 KV5950'RUNWAY, 19.9 M (65.3 FT) EAST FROM THE WEST PART OF THE CIRCULAR
 KV5950'TAXIWAY, 19.7 M (64.6 FT) WEST FROM THE CENTER OF THE EAST PART6 OF
 KV5950'THE CIRCULAR TAXIWAY AT THE RUNWAY END, 19.1 M (62.7 FT) NORTH FROM
 KV5950'THE CENTER OF TEH RUNWAY, AND 11.3 M (37.1 FT) SOUTHEAST FROM THE
 KV5950'SOUTHEAST CORNER OF A 0.9 BY 1.1 METER METAL GRATE DRAIN COVER.
 KV5950'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 KV5950
 KV5950                          STATION RECOVERY (2000)
 KV5950
 KV5950'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 KV5950'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2845 ***********************************************************************
 KW2845  DESIGNATION -  CARLISLE
 KW2845  PID         -  KW2845
 KW2845  STATE/COUNTY-  PA/CUMBERLAND
 KW2845  USGS QUAD   -  CARLISLE (1984)
 KW2845
 KW2845                         *CURRENT SURVEY CONTROL
 KW2845  ___________________________________________________________________
 KW2845* NAD 83(1992)-  40 11 59.14091(N)    077 11 49.18356(W)     ADJUSTED  
 KW2845* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 KW2845  ___________________________________________________________________
 KW2845  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 KW2845  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 KW2845
 KW2845  HORZ ORDER  -  SECOND
 KW2845
 KW2845.The horizontal coordinates were established by classical geodetic methods
 KW2845.and adjusted by the National Geodetic Survey in June 2002..
 KW2845
 KW2845.The orthometric height was scaled from a topographic map.
 KW2845
 KW2845.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2845
 KW2845.The geoid height was determined by GEOID03.
 KW2845
 KW2845;                    North         East     Units Scale Factor Converg.
 KW2845;SPC PA S     -    96,350.872   647,083.531   MT  0.99996904   +0 21 31.6
 KW2845;SPC PA S     -   316,111.15  2,122,973.22   sFT  0.99996904   +0 21 31.6
 KW2845;UTM  18      - 4,452,243.825   313,005.010   MT  1.00003046   -1 25 06.5
 KW2845
 KW2845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2845!SPC PA S     -   0.99998217  x   0.99996904  =   0.99995121
 KW2845!UTM  18      -   0.99998217  x   1.00003046  =   1.00001263
 KW2845
 KW2845:                Primary Azimuth Mark                     Grid Az
 KW2845:SPC PA S     -  BEDFORD TANK                             009 32 57.8
 KW2845:UTM  18      -  BEDFORD TANK                             011 19 35.9
 KW2845
 KW2845|---------------------------------------------------------------------|
 KW2845| PID    Reference Object                     Distance      Geod. Az  |
 KW2845|                                                           dddmmss.s |
 KW2845| CK6607 BEDFORD TANK                                       0095429.4 |
 KW2845| KW2835 CARLISLE TIRE AND RUBBER N TK       APPROX. 1.2 KM 0111755.3 |
 KW2845| KW2840 CARLISLE C H MASLAND STACK          APPROX. 1.2 KM 0421208.6 |
 KW2845| KW2831 CARLISLE SHOE CO TANK               APPROX. 1.2 KM 0574830.2 |
 KW2845| KW2839 CARLISLE ST JOHNS CHURCH SPIRE      APPROX. 0.7 KM 0705823.2 |
 KW2845| KW2837 CARLISLE COURTHOUSE                 APPROX. 0.7 KM 0772509.0 |
 KW2845| KW2838 CARLISLE SECOND PRESB CH SPIRE      APPROX. 0.7 KM 0900654.0 |
 KW2845| KW2818 STONY                               APPROX. 7.6 KM 1220425.2 |
 KW2845| KW2833 CARLISLE TRICKETT HALL CLKTWR        45.762 METERS 19943     |
 KW2845| CK6769 CARLISLE RM 1                        25.262 METERS 23645     |
 KW2845| CK6770 CARLISLE RM 2                        31.653 METERS 30509     |
 KW2845| KW2828 CARLISLE GOODYEAR SHOE CO TANK      APPROX. 0.7 KM 3210259.5 |
 KW2845| KW2108 CARLISLE AZ MK                                     3553521.0 |
 KW2845|---------------------------------------------------------------------|
 KW2845
 KW2845                          SUPERSEDED SURVEY CONTROL
 KW2845
 KW2845  NAD 83(1986)-  40 11 59.13746(N)    077 11 49.18501(W) AD(       ) 2
 KW2845  NAD 27      -  40 11 58.82200(N)    077 11 50.25100(W) AD(       ) 2
 KW2845
 KW2845.Superseded values are not recommended for survey control.
 KW2845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2845.See file dsdata.txt to determine how the superseded data were derived.
 KW2845
 KW2845_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK1300552244(NAD 83)
 KW2845_MARKER: DS = TRIANGULATION STATION DISK
 KW2845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2845
 KW2845  HISTORY     - Date     Condition        Report By
 KW2845  HISTORY     - 1942     MONUMENTED       CGS
 KW2845  HISTORY     - 1952     MARK NOT FOUND   AMS
 KW2845  HISTORY     - 19980414 MARK NOT FOUND   USPSQD
 KW2845
 KW2845                          STATION DESCRIPTION
 KW2845
 KW2845'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW2845'STATION IS LOCATED IN THE TOWN OF CARLISLE ON THE GROUNDS OF THE
 KW2845'DICKINSON LAW SCHOOL, 27 FEET W OF THE W SIDE OF THE SIDEWALK, 51
 KW2845'FEET W OF THE CENTER LINE OF SOUTH COLLEGE STREET, 34 FEET SW BY W OF
 KW2845'POLE NO. 26753, 118 FEET NE OF THE NW CORNER OF TRICKETT HALL.
 KW2845'MARK IS STAMPED CARLISLE 1942 AND PROJECTS ABOUT 3 INCHES.
 KW2845'
 KW2845'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS
 KW2845'SET IN CONCRETE.
 KW2845'*
 KW2845'REFERENCE MARK NO. 1 IS 16 FEET NE OF THE NW CORNER OF
 KW2845'TRICKETT HALL AND 15 FEET E OF A 22-INCH SILVER MAPLE TREE.  MARK IS
 KW2845'STAMPED CARLISLE NO. 1 1942 AND PROJECTS ABOUT 2 INCHES.
 KW2845'
 KW2845'REFERENCE MARK NO. 2 IS 15 FEET E OF A 14-INCH CHERRY TREE AND ABOUT
 KW2845'100 FEET N OF THE NW CORNER OF TRICKETT HALL.  MARK IS STAMPED
 KW2845'CARLISLE NO. 2 1942, AND PROJECTS ABOUT 3 INCHES.
 KW2845'
 KW2845'AZIMUTH MARK IS LOCATED ON THE S SIDE OF HIGH STREET ABOUT 125 FEET W
 KW2845'OF THE CENTER LINE OF SOUTH COLLEGE STREET.  IT IS 4.5 FEET S OF
 KW2845'THE S SIDE OF THE SIDEWALK, 42 FEET S OF THE CENTER LINE OF HIGH
 KW2845'STREET, AND ABOUT 18 FEET SE OF POLE 4960.  MARK IS STAMPED
 KW2845'CARLISLE 1942 AND PROJECTS ABOUT 2 INCHES.
 KW2845'
 KW2845'TO REACH THE STATION FROM THE CORNER OF HIGH AND HANOVER STREETS AT
 KW2845'THE CENTER OF TOWN GO W ON HIGH STREET OR U.S.  HIGHWAY 11 FOR
 KW2845'0.4 MILE TO SOUTH COLLEGE STREET, TURN LEFT AND GO 0.15 MILE TO
 KW2845'STATION ON THE RIGHT OPPOSITE WEST CHAPEL AVENUE.
 KW2845
 KW2845                          STATION RECOVERY (1952)
 KW2845
 KW2845'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 KW2845'THE STATION, A STANDARD USC AND GS BRONZE TRIANGULATION DISC SET IN
 KW2845'THE TOP OF A 1 FOOT SQUARE CONCRETE POST, IS PRESUMED LOST.
 KW2845'A NEW COLLEGE BUILDING HAS BEEN ERECTED WEST OF THE SITE, AND THE
 KW2845'SURFACE MARK HAS DEFINITELY BEEN GRADED OUT.  THE POSSIBILITY
 KW2845'EXISTS THAT THE SUB-SURFACE MARK IS ALSO DESTROYED.  A THIRD BUILDING
 KW2845'HAS BEEN ERECTED TO THE NORTHWEST, ON LINE WITH THE AZIMUTH MARK.
 KW2845'
 KW2845'REFERENCE MARK 1 AND 2 BLOCKED BY NEW BUILDING.  ONLY THE CLOCK TOWER
 KW2845'IS VERY GOOD FROM THE SITE.
 KW2845'
 KW2845'THE STATION IS 53 FEET WEST CENTERLINE STREET INTERSECTION, 26.2 FEET
 KW2845'SOUTH OF CENTERLINE OF SIDEWALK, 93.2 FEET NNE OF
 KW2845'NORTHEAST CORNER OF TRICKETT HALL.
 KW2845
 KW2845                          STATION RECOVERY (1998)
 KW2845
 KW2845'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW2845'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2109 ***********************************************************************
 KW2109  DESIGNATION -  CARLISLE 2
 KW2109  PID         -  KW2109
 KW2109  STATE/COUNTY-  PA/CUMBERLAND
 KW2109  USGS QUAD   -  CARLISLE (1984)
 KW2109
 KW2109                         *CURRENT SURVEY CONTROL
 KW2109  ___________________________________________________________________
 KW2109* NAD 83(1992)-  40 11 59.28280(N)    077 11 49.10457(W)     ADJUSTED  
 KW2109* NAVD 88     -       148.007  (meters)     485.59   (feet)  ADJUSTED  
 KW2109  ___________________________________________________________________
 KW2109  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 KW2109  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 KW2109  DYNAMIC HT  -         147.931 (meters)     485.34  (feet)  COMP
 KW2109  MODELED GRAV-     980,112.5   (mgal)                       NAVD 88
 KW2109
 KW2109  HORZ ORDER  -  SECOND
 KW2109  VERT ORDER  -  FIRST     CLASS II
 KW2109
 KW2109.The horizontal coordinates were established by classical geodetic methods
 KW2109.and adjusted by the National Geodetic Survey in June 2002..
 KW2109
 KW2109.The orthometric height was determined by differential leveling
 KW2109.and adjusted by the National Geodetic Survey in June 1991..
 KW2109
 KW2109.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2109
 KW2109.The geoid height was determined by GEOID03.
 KW2109
 KW2109.The dynamic height is computed by dividing the NAVD 88
 KW2109.geopotential number by the normal gravity value computed on the
 KW2109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2109.degrees latitude (g = 980.6199 gals.).
 KW2109
 KW2109.The modeled gravity was interpolated from observed gravity values.
 KW2109
 KW2109;                    North         East     Units Scale Factor Converg.
 KW2109;SPC PA S     -    96,355.260   647,085.372   MT  0.99996904   +0 21 31.7
 KW2109;SPC PA S     -   316,125.55  2,122,979.26   sFT  0.99996904   +0 21 31.7
 KW2109;UTM  18      - 4,452,248.154   313,006.986   MT  1.00003045   -1 25 06.4
 KW2109
 KW2109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2109!SPC PA S     -   0.99998214  x   0.99996904  =   0.99995118
 KW2109!UTM  18      -   0.99998214  x   1.00003045  =   1.00001259
 KW2109
 KW2109:                Primary Azimuth Mark                     Grid Az
 KW2109:SPC PA S     -  CARLISLE TIRE AND RUBBER S TK            009 29 50.1
 KW2109:UTM  18      -  CARLISLE TIRE AND RUBBER S TK            011 16 28.2
 KW2109
 KW2109|---------------------------------------------------------------------|
 KW2109| PID    Reference Object                     Distance      Geod. Az  |
 KW2109|                                                           dddmmss.s |
 KW2109| KW2834 CARLISLE TIRE AND RUBBER S TK       APPROX. 1.3 KM 0095121.8 |
 KW2109| KW2835 CARLISLE TIRE AND RUBBER N TK       APPROX. 1.2 KM 0111503.3 |
 KW2109| KW2830 CARLISLE MASLAND CARPET TANK        APPROX. 1.2 KM 0414134.3 |
 KW2109| KW2842 CARLISLE RAD STA WHYL NW MAST       APPROX. 2.0 KM 1104323.4 |
 KW2109| KW2843 CARLISLE RAD STA WHYL CEN MAST      APPROX. 2.1 KM 1142446.5 |
 KW2109| KW2836 CARLISLE BOROUGH WATER CO TANK      APPROX. 0.8 KM 1590345.8 |
 KW2109| KW2111 CARLISLE 2 RM 1                      18.940 METERS 16111     |
 KW2109| KW2110 CARLISLE 2 RM 2                      17.953 METERS 21127     |
 KW2109| KW2118 WEIBLEY                             APPROX. 3.9 KM 2391248.1 |
 KW2109| KW2829 CARLISLE DICKINSON SCH CHAPEL       167.516 METERS 30553     |
 KW2109| KW2108 CARLISLE AZ MK                                     3550354.3 |
 KW2109|---------------------------------------------------------------------|
 KW2109
 KW2109                          SUPERSEDED SURVEY CONTROL
 KW2109
 KW2109  NAD 83(1986)-  40 11 59.27871(N)    077 11 49.10529(W) AD(       ) 2
 KW2109  NAD 27      -  40 11 58.95770(N)    077 11 50.18400(W) AD(       ) 2
 KW2109  NGVD 29 (??/??/??)  148.225  (m)          486.30   (f) ADJUSTED    1 2
 KW2109
 KW2109.Superseded values are not recommended for survey control.
 KW2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2109.See file dsdata.txt to determine how the superseded data were derived.
 KW2109
 KW2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK1300752248(NAD 83)
 KW2109_MARKER: DS = TRIANGULATION STATION DISK
 KW2109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2109_STAMPING: CARLISLE 2 1960
 KW2109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2109+STABILITY: SURFACE MOTION
 KW2109_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW2109+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2005
 KW2109
 KW2109  HISTORY     - Date     Condition        Report By
 KW2109  HISTORY     - 1960     MONUMENTED       CGS
 KW2109  HISTORY     - 1960     GOOD             CGS
 KW2109  HISTORY     - 1979     GOOD             NGS
 KW2109  HISTORY     - 19980418 GOOD             USPSQD
 KW2109  HISTORY     - 20050822 GOOD             GEOCAC
 KW2109
 KW2109                          STATION DESCRIPTION
 KW2109
 KW2109'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW2109'STATION IS LOCATED ON THE GROUNDS OF THE DICKINSON SCHOOL OF LAW, IN
 KW2109'THE EAST LAWN, 100 FEET NORTH-NORTHEAST OF TRICKETT HALL, IN
 KW2109'THE TOWN OF CARLISLE.
 KW2109'
 KW2109'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 KW2109'HIGHWAYS 34, 74 AND 641, INTERSECTION OF HIGH AND HANOVER
 KW2109'STREETS IN CARLISLE.  GO WEST ON HIGHWAY 11, HIGH STREET, FOR 0.4
 KW2109'MILE.  TURN LEFT AND GO SOUTH ON COLLEGE AVENUE FOR 0.15 MILE AND
 KW2109'STATION ON THE RIGHT, WEST SIDE OF THE STREET.
 KW2109'
 KW2109'AZIMUTH MARK IS REACHED FROM THE INTERSECTION OF HIGH STREET AND
 KW2109'COLLEGE AVENUE.  GO WEST ON HIGH STREET FOR 213 FEET TO THE
 KW2109'AZIMUTH MARK ON THE LEFT, SOUTH SIDE OF THE STREET AND HIGHWAY.
 KW2109'
 KW2109'STATION MARK IS A STANDARD DISK, STAMPED CARLISLE 2 1960, SET IN THE
 KW2109'TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 KW2109'SURFACE.  IT IS 53.6 FEET WEST OF THE CENTER OF COLLEGE AVENUE, 18.8
 KW2109'FEET SOUTH OF THE CENTER OF A CONCRETE WALK
 KW2109'THAT LEADS TO DICKINSON SCHOOL OF LAW DORMITORY
 KW2109'BUILDING, 29.7 FEET SOUTHEAST OF THE CENTER OF AN ENTRANCE TO THE
 KW2109'SCHOOL DORMITORY COURT YARD, 63.5 FEET NORTHEAST OF THE SOUTHEAST
 KW2109'CORNER OF THE SCHOOL DORMITORY SOUTH WING, 34 FEET WEST OF A
 KW2109'POWERLINE GUY POLE NUMBER 26752 AND 100 FEET NORTH-NORTHEAST OF THE
 KW2109'NORTHEAST CORNER OF TRICKETT HALL BUILDING.
 KW2109'
 KW2109'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED CARLISLE 2 NO 1
 KW2109'1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS
 KW2109'FLUSH WITH THE GROUND SURFACE.  IT IS 28 FEET WEST OF THE CENTER OF
 KW2109'COLLEGE AVENUE, 4 FEET WEST OF THE CENTER OF A CONCRETE WALK,
 KW2109'55.8 FEET EAST OF THE SOUTHEAST CORNER OF THE SCHOOL DORMITORY SOUTH
 KW2109'WING, 91 FEET SOUTHEAST OF THE ENTRANCE TO THE DORMITORY
 KW2109'COURTYARD AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 KW2109'
 KW2109'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED CARLISLE 2 NO 2
 KW2109'1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS
 KW2109'FLUSH WITH THE GROUND SURFACE.  IT IS 4.5 FEET EAST-NORTHEAST OF THE
 KW2109'SOUTHEAST CORNER OF THE SCHOOL DORMITORY SOUTH WING, 78.5 FEET
 KW2109'WEST OF THE CENTER OF COLLEGE AVENUE, 72.5 FEET SOUTH OF THE
 KW2109'DORMITORY ENTRANCE TO THE COURT YARD AND ABOUT THE SAME
 KW2109'ELEVATION AS THE STATION MARK.
 KW2109'
 KW2109'AZIMUTH MARK IS A STANDARD DISK, STAMPED CARLISLE 1942, SET IN THE
 KW2109'TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 3 INCHES.
 KW2109'IT IS 40.5 FEET SOUTH OF THE CENTER OF HIGH STREET, U.S. HIGHWAY 11,
 KW2109'213 FEET WEST OF THE CENTER OF COLLEGE AVENUE, 3 FEET WEST OF
 KW2109'A 24-INCH SILVER MAPLE TREE AND 16.7 FEET WEST OF A STEEL LAMP POST
 KW2109'THAT IS GREEN IN COLOR.
 KW2109'
 KW2109'DISTANCE FROM REFERENCE MARK NO 1 TO REFERENCE MARK NO 2 IS 51.5
 KW2109'FEET.
 KW2109'
 KW2109'HEIGHT OF LIGHT ABOVE STATION MARK 27 METER
 KW2109
 KW2109                          STATION RECOVERY (1960)
 KW2109
 KW2109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KW2109'0.2 MI S FROM CARLISLE.
 KW2109'ABOUT 0.15 MILE SOUTH OF JUNCTION OF COLLEGE STREET AND U.S
 KW2109'HIGHWAY 11 ON COLLEGE STREET, SET IN LAWN OF MENS DORMITORY,
 KW2109'DICKINSON LAW COLLEGE 53 FEET WEST OF CENTER OF COLLEGE STREET, 29
 KW2109'FEET SOUTHEAST OF ENTRANCE TO DORMITORY COURT YARD, 63 FEET
 KW2109'NORTHEAST OF SOUTHEAST CORNER OF MENS DORMITORY SOUTH WING.
 KW2109'MARK IS SET IN TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH
 KW2109'WITH THE GROUND.
 KW2109
 KW2109                          STATION RECOVERY (1979)
 KW2109
 KW2109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2109'RECOVERED IN GOOD CONDITION.
 KW2109
 KW2109                          STATION RECOVERY (1998)
 KW2109
 KW2109'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW2109'RECOVERED IN GOOD CONDITION.
 KW2109
 KW2109                          STATION RECOVERY (2005)
 KW2109
 KW2109'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 KW2109'STATION LOCATED AS DESCRIBED IN THE LAWN IN FRONT OF LAW SCHOOL
 KW2109'BUILDINGS AND ABOUT 35 FEET WEST OF GUY POLE 15445 S31608. STATION IS
 KW2109'APPROXIMATELY OPPOSITE CHAPEL AVENUE, AN ALLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2111 ***********************************************************************
 KW2111  DESIGNATION -  CARLISLE 2 RM 1
 KW2111  PID         -  KW2111
 KW2111  STATE/COUNTY-  PA/CUMBERLAND
 KW2111  USGS QUAD   -  CARLISLE (1984)
 KW2111
 KW2111                         *CURRENT SURVEY CONTROL
 KW2111  ___________________________________________________________________
 KW2111* NAD 83(1986)-  40 11 57.     (N)    077 11 49.     (W)     SCALED    
 KW2111* NAVD 88     -       147.490  (meters)     483.89   (feet)  ADJUSTED  
 KW2111  ___________________________________________________________________
 KW2111  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 KW2111  DYNAMIC HT  -         147.415 (meters)     483.64  (feet)  COMP
 KW2111  MODELED GRAV-     980,112.4   (mgal)                       NAVD 88
 KW2111
 KW2111  VERT ORDER  -  FIRST     CLASS II
 KW2111
 KW2111.The horizontal coordinates were scaled from a topographic map and have
 KW2111.an estimated accuracy of +/- 6 seconds.
 KW2111
 KW2111.The orthometric height was determined by differential leveling
 KW2111.and adjusted by the National Geodetic Survey in June 1991..
 KW2111
 KW2111.The geoid height was determined by GEOID03.
 KW2111
 KW2111.The dynamic height is computed by dividing the NAVD 88
 KW2111.geopotential number by the normal gravity value computed on the
 KW2111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2111.degrees latitude (g = 980.6199 gals.).
 KW2111
 KW2111.The modeled gravity was interpolated from observed gravity values.
 KW2111
 KW2111;                    North         East    Units  Estimated Accuracy
 KW2111;SPC PA S     -    96,290.      647,090.      MT  (+/- 180 meters Scaled)
 KW2111
 KW2111                          SUPERSEDED SURVEY CONTROL
 KW2111
 KW2111  NGVD 29 (??/??/??)  147.705  (m)          484.60   (f) ADJUSTED    1 2
 KW2111
 KW2111.Superseded values are not recommended for survey control.
 KW2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2111.See file dsdata.txt to determine how the superseded data were derived.
 KW2111
 KW2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK130521(NAD 83)
 KW2111_MARKER: DR = REFERENCE MARK DISK
 KW2111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2111_STAMPING: CARLISLE 2 NO 1 1960
 KW2111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2111+STABILITY: SURFACE MOTION
 KW2111
 KW2111  HISTORY     - Date     Condition        Report By
 KW2111  HISTORY     - 1960     MONUMENTED       CGS
 KW2111  HISTORY     - 1979     GOOD             NGS
 KW2111  HISTORY     - 19980418 GOOD             USPSQD
 KW2111  HISTORY     - 20050822 GOOD             GEOCAC
 KW2111
 KW2111                          STATION DESCRIPTION
 KW2111
 KW2111'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2111'0.2 MI S FROM CARLISLE.
 KW2111'ABOUT 0.15 MILE SOUTH OF JUNCTION OF COLLEGE STREET AND U.S.
 KW2111'HIGHWAY 11 ON COLLEGE STREET, SET IN LAWN OF MENS DORMITORY,
 KW2111'DICKINSON LAW COLLEGE, 28 FEET WEST OF CENTER OF COLLEGE STREET,
 KW2111'4 FEET WEST OF CENTER OF A CONCRETE WALK, 91 FEET SOUTHEAST
 KW2111'OF ENTRANCE TO DORMITORY COURT YARD.  MARK IS FLUSH WITH GROUND
 KW2111'SET IN TOP OF A SQUARE CONCRETE MONUMENT.
 KW2111
 KW2111                          STATION RECOVERY (1979)
 KW2111
 KW2111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2111'RECOVERED IN GOOD CONDITION.
 KW2111
 KW2111                          STATION RECOVERY (1998)
 KW2111
 KW2111'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW2111'RECOVERED IN GOOD CONDITION.
 KW2111
 KW2111                          STATION RECOVERY (2005)
 KW2111
 KW2111'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 KW2111'STATION DISK LOCATED IN A SQUARE CONCRETE POST ADJACENT TO THE
 KW2111'SIDEWALK AND APPROXIMATELY 11.5 FEET EAST OF A BRICK LAW SCHOOL SIGN.
 KW2111'IT PROJECTS ABOUT 2 INCHES. THE BUILDING DESCRIBED AS A DORMITORY
 KW2111'SURROUNDS A QUADRANGLE AND NOW ALSO CONTAINS OFFICES. IT IS ALSO KNOWN
 KW2111'AS HUTTON HALL AND MCKECHEN HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2110 ***********************************************************************
 KW2110  DESIGNATION -  CARLISLE 2 RM 2
 KW2110  PID         -  KW2110
 KW2110  STATE/COUNTY-  PA/CUMBERLAND
 KW2110  USGS QUAD   -  CARLISLE (1984)
 KW2110
 KW2110                         *CURRENT SURVEY CONTROL
 KW2110  ___________________________________________________________________
 KW2110* NAD 83(1986)-  40 11 57.     (N)    077 11 49.     (W)     SCALED    
 KW2110* NAVD 88     -       148.280  (meters)     486.48   (feet)  ADJUSTED  
 KW2110  ___________________________________________________________________
 KW2110  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 KW2110  DYNAMIC HT  -         148.204 (meters)     486.23  (feet)  COMP
 KW2110  MODELED GRAV-     980,112.4   (mgal)                       NAVD 88
 KW2110
 KW2110  VERT ORDER  -  FIRST     CLASS II
 KW2110
 KW2110.The horizontal coordinates were scaled from a topographic map and have
 KW2110.an estimated accuracy of +/- 6 seconds.
 KW2110
 KW2110.The orthometric height was determined by differential leveling
 KW2110.and adjusted by the National Geodetic Survey in June 1991..
 KW2110
 KW2110.The geoid height was determined by GEOID03.
 KW2110
 KW2110.The dynamic height is computed by dividing the NAVD 88
 KW2110.geopotential number by the normal gravity value computed on the
 KW2110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2110.degrees latitude (g = 980.6199 gals.).
 KW2110
 KW2110.The modeled gravity was interpolated from observed gravity values.
 KW2110
 KW2110;                    North         East    Units  Estimated Accuracy
 KW2110;SPC PA S     -    96,290.      647,090.      MT  (+/- 180 meters Scaled)
 KW2110
 KW2110                          SUPERSEDED SURVEY CONTROL
 KW2110
 KW2110  NGVD 29 (??/??/??)  148.494  (m)          487.18   (f) ADJUSTED    1 2
 KW2110
 KW2110.Superseded values are not recommended for survey control.
 KW2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2110.See file dsdata.txt to determine how the superseded data were derived.
 KW2110
 KW2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK130521(NAD 83)
 KW2110_MARKER: DR = REFERENCE MARK DISK
 KW2110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2110_STAMPING: CARLISLE 2 NO 2 1960
 KW2110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2110+STABILITY: SURFACE MOTION
 KW2110
 KW2110  HISTORY     - Date     Condition        Report By
 KW2110  HISTORY     - 1960     MONUMENTED       CGS
 KW2110  HISTORY     - 1979     GOOD             NGS
 KW2110  HISTORY     - 19980418 GOOD             USPSQD
 KW2110  HISTORY     - 20060207 GOOD             GEOCAC
 KW2110
 KW2110                          STATION DESCRIPTION
 KW2110
 KW2110'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2110'0.2 MI S FROM CARLISLE.
 KW2110'ABOUT 0.15 MILE SOUTH OF JUNCTION OF COLLEGE STREET AND U.S.
 KW2110'HIGHWAY 11 ON COLLEGE STREET, SET IN LAWN OF MENS DORMITORY,
 KW2110'DICKINSON LAW COLLEGE, 73 FEET WEST OF CENTER OF COLLEGE STREET,
 KW2110'4.5 FEET EAST NORTHEAST OF THE SOUTHEAST CORNER OF MENS DORMITORY
 KW2110'SOUTH WING, AND 72 FEET SOUTH OF DORMITORY ENTRANCE TO THE
 KW2110'COURTYARD.  MARK IS SET IN TOP OF A SQUARE CONCRETE MONUMENT
 KW2110'THAT IS FLUSH WITH THE GROUND.
 KW2110
 KW2110                          STATION RECOVERY (1979)
 KW2110
 KW2110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2110'RECOVERED IN GOOD CONDITION.
 KW2110
 KW2110                          STATION RECOVERY (1998)
 KW2110
 KW2110'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW2110'RECOVERED IN GOOD CONDITION.
 KW2110
 KW2110                          STATION RECOVERY (2006)
 KW2110
 KW2110'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2108 ***********************************************************************
 KW2108  DESIGNATION -  CARLISLE AZ MK
 KW2108  PID         -  KW2108
 KW2108  STATE/COUNTY-  PA/CUMBERLAND
 KW2108  USGS QUAD   -  CARLISLE (1984)
 KW2108
 KW2108                         *CURRENT SURVEY CONTROL
 KW2108  ___________________________________________________________________
 KW2108* NAD 83(1986)-  40 12 06.     (N)    077 11 49.     (W)     SCALED    
 KW2108* NAVD 88     -       144.715  (meters)     474.79   (feet)  ADJUSTED  
 KW2108  ___________________________________________________________________
 KW2108  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 KW2108  DYNAMIC HT  -         144.641 (meters)     474.54  (feet)  COMP
 KW2108  MODELED GRAV-     980,113.1   (mgal)                       NAVD 88
 KW2108
 KW2108  VERT ORDER  -  FIRST     CLASS II
 KW2108
 KW2108.The horizontal coordinates were scaled from a topographic map and have
 KW2108.an estimated accuracy of +/- 6 seconds.
 KW2108
 KW2108.The orthometric height was determined by differential leveling
 KW2108.and adjusted by the National Geodetic Survey in June 1991..
 KW2108
 KW2108.The geoid height was determined by GEOID03.
 KW2108
 KW2108.The dynamic height is computed by dividing the NAVD 88
 KW2108.geopotential number by the normal gravity value computed on the
 KW2108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2108.degrees latitude (g = 980.6199 gals.).
 KW2108
 KW2108.The modeled gravity was interpolated from observed gravity values.
 KW2108
 KW2108;                    North         East    Units  Estimated Accuracy
 KW2108;SPC PA S     -    96,560.      647,090.      MT  (+/- 180 meters Scaled)
 KW2108
 KW2108                          SUPERSEDED SURVEY CONTROL
 KW2108
 KW2108  NGVD 29 (??/??/??)  144.930  (m)          475.49   (f) ADJUSTED    1 2
 KW2108
 KW2108.Superseded values are not recommended for survey control.
 KW2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2108.See file dsdata.txt to determine how the superseded data were derived.
 KW2108
 KW2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK130524(NAD 83)
 KW2108_MARKER: DZ = AZIMUTH MARK DISK
 KW2108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2108_SP_SET: CONC MONUMENT
 KW2108_STAMPING: CARLISLE 1942
 KW2108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2108
 KW2108  HISTORY     - Date     Condition        Report By
 KW2108  HISTORY     - 1942     MONUMENTED       CGS
 KW2108  HISTORY     - 1960     GOOD             CGS
 KW2108  HISTORY     - 1979     GOOD             NGS
 KW2108  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 KW2108  HISTORY     - 20060123 MARK NOT FOUND   PADT
 KW2108
 KW2108                          STATION DESCRIPTION
 KW2108
 KW2108'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2108'IN CARLISLE.
 KW2108'ABOUT 213 FEET WEST OF JUNCTION OF COLLEGE STREET AND U.S.
 KW2108'HIGHWAY 11 IN CARLISLE ON CAMPUS OF DICKINSON LAW COLLEGE, 40
 KW2108'FEET SOUTH OF CENTERLINE OF U.S. HIGHWAY 11, 213 FEET WEST OF THE
 KW2108'CENTER OF COLLEGE STREET, AND 3 FEET WEST OF A 24 INCH SILVER
 KW2108'MAPLE TREE.  IT IS SET IN TOP OF A SQUARE CONCRETE MONUMENT
 KW2108'PROJECTING 3 INCHES.
 KW2108
 KW2108                          STATION RECOVERY (1979)
 KW2108
 KW2108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2108'RECOVERED IN GOOD CONDITION.
 KW2108
 KW2108                          STATION RECOVERY (1998)
 KW2108
 KW2108'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW2108'MARK NOT FOUND.
 KW2108
 KW2108                          STATION RECOVERY (2006)
 KW2108
 KW2108'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (LJM)
 KW2108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2836 ***********************************************************************
 KW2836  DESIGNATION -  CARLISLE BOROUGH WATER CO TANK
 KW2836  PID         -  KW2836
 KW2836  STATE/COUNTY-  PA/CUMBERLAND
 KW2836  USGS QUAD   -  CARLISLE (1984)
 KW2836
 KW2836                         *CURRENT SURVEY CONTROL
 KW2836  ___________________________________________________________________
 KW2836* NAD 83(1992)-  40 11 33.77979(N)    077 11 36.38084(W)     ADJUSTED  
 KW2836* NAVD 88     -                                                        
 KW2836  ___________________________________________________________________
 KW2836  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 KW2836  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 KW2836
 KW2836  HORZ ORDER  -  THIRD
 KW2836
 KW2836.The horizontal coordinates were established by classical geodetic methods
 KW2836.and adjusted by the National Geodetic Survey in June 2002..
 KW2836
 KW2836
 KW2836.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2836
 KW2836.The geoid height was determined by GEOID03.
 KW2836
 KW2836;                    North         East     Units Scale Factor Converg.
 KW2836;SPC PA S     -    95,570.575   647,391.246   MT  0.99996958   +0 21 39.9
 KW2836;SPC PA S     -   313,551.13  2,123,982.78   sFT  0.99996958   +0 21 39.9
 KW2836;UTM  18      - 4,451,454.313   313,288.395   MT  1.00002916   -1 24 57.5
 KW2836
 KW2836                          SUPERSEDED SURVEY CONTROL
 KW2836
 KW2836  NAD 83(1986)-  40 11 33.77552(N)    077 11 36.38160(W) AD(       ) 4
 KW2836  NAD 27      -  40 11 33.45200(N)    077 11 37.46300(W) AD(       ) 3
 KW2836
 KW2836.Superseded values are not recommended for survey control.
 KW2836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2836.See file dsdata.txt to determine how the superseded data were derived.
 KW2836
 KW2836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK1328851454(NAD 83)
 KW2836_MARKER: 53 = ELEVATED TANK
 KW2836
 KW2836  HISTORY     - Date     Condition        Report By
 KW2836  HISTORY     - 1960     FIRST OBSERVED   CGS
 KW2836  HISTORY     - 1965     GOOD             USN
 KW2836  HISTORY     - 19980414 GOOD             USPSQD
 KW2836  HISTORY     - 20050822 GOOD             GEOCAC
 KW2836
 KW2836                          STATION DESCRIPTION
 KW2836
 KW2836'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW2836'THE STATION IS THE BALL SHAPED VENT AT THE APEX OF THE CARLISLE
 KW2836'BOROUGH WATER CO., WATER TANK.  LOCATED IN THE SOUTHWEST
 KW2836'SECTION OF CARLISLE.  IT IS A 6-LACED CHANNEL COLUMNS STEEL LEGS WITH
 KW2836'A ELLIPSOIDAL BOTTOM AND CONICAL ROOF TANK MOUNTED ON TOP, ON
 KW2836'TOP OF THE ROOF IS A BALL SHAPED VENT.  THE OVERALL HEIGHT OF THE
 KW2836'STRUCTURE IS APPROXIMATELY 110 FEET AND IS SILVER IN
 KW2836'COLOR.
 KW2836
 KW2836                          STATION RECOVERY (1965)
 KW2836
 KW2836'RECOVERY NOTE BY US NAVY 1965
 KW2836'STATION WAS RECOVERED.
 KW2836
 KW2836                          STATION RECOVERY (1998)
 KW2836
 KW2836'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW2836'RECOVERED IN GOOD CONDITION.
 KW2836
 KW2836                          STATION RECOVERY (2005)
 KW2836
 KW2836'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 KW2836'TANK NOW PAINTED A PALE BLUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2840 ***********************************************************************
 KW2840  DESIGNATION -  CARLISLE C H MASLAND STACK
 KW2840  PID         -  KW2840
 KW2840  STATE/COUNTY-  PA/CUMBERLAND
 KW2840  USGS QUAD   -  CARLISLE (1984)
 KW2840
 KW2840                         *CURRENT SURVEY CONTROL
 KW2840  ___________________________________________________________________
 KW2840* NAD 83(1992)-  40 12 27.12679(N)    077 11 16.08207(W)     ADJUSTED  
 KW2840* NAVD 88     -                                                        
 KW2840  ___________________________________________________________________
 KW2840  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 KW2840  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 KW2840
 KW2840  HORZ ORDER  -  THIRD
 KW2840
 KW2840.The horizontal coordinates were established by classical geodetic methods
 KW2840.and adjusted by the National Geodetic Survey in June 2002..
 KW2840
 KW2840
 KW2840.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2840
 KW2840.The geoid height was determined by GEOID03.
 KW2840
 KW2840;                    North         East     Units Scale Factor Converg.
 KW2840;SPC PA S     -    97,218.968   647,860.888   MT  0.99996846   +0 21 53.1
 KW2840;SPC PA S     -   318,959.23  2,125,523.60   sFT  0.99996846   +0 21 53.1
 KW2840;UTM  18      - 4,453,087.444   313,808.966   MT  1.00002677   -1 24 45.9
 KW2840
 KW2840                          SUPERSEDED SURVEY CONTROL
 KW2840
 KW2840  NAD 83(1986)-  40 12 27.12294(N)    077 11 16.08297(W) AD(       ) 4
 KW2840  NAD 27      -  40 12 26.80400(N)    077 11 17.15100(W) AD(       ) 3
 KW2840
 KW2840.Superseded values are not recommended for survey control.
 KW2840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2840.See file dsdata.txt to determine how the superseded data were derived.
 KW2840
 KW2840_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK1380953087(NAD 83)
 KW2840_MARKER: 63 = STACK
 KW2840
 KW2840  HISTORY     - Date     Condition        Report By
 KW2840  HISTORY     - 1942     FIRST OBSERVED   CGS
 KW2840  HISTORY     - 1952     GOOD             AMS
 KW2840  HISTORY     - 1960     GOOD             CGS
 KW2840  HISTORY     - 19980414 MARK NOT FOUND   USPSQD
 KW2840  HISTORY     - 20050521 MARK NOT FOUND   GEOCAC
 KW2840
 KW2840                          STATION DESCRIPTION
 KW2840
 KW2840'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW2840'THIS INTERSECTION STATION IS THE RED BRICK STACK OF THE C.H. MASLAND
 KW2840'AND SONS COMPANY.  THE STACK IS LOCATED ON THE N SIDE OF THE TOWN
 KW2840'ON CARLISLE SPRINGS ROAD NEAR THE JUNCTION WITH HAMILTON STREET.  THE
 KW2840'STACK HAS THE WORD MASLAND PAINTED IN WHITE ON THE SE SIDE.
 KW2840
 KW2840                          STATION RECOVERY (1952)
 KW2840
 KW2840'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 KW2840'STATION RECOVERED AS DESCRIBED.
 KW2840
 KW2840                          STATION RECOVERY (1960)
 KW2840
 KW2840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW2840'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION
 KW2840'WITH THE EXCEPTION OF A CHANGE IN THE NAME.  THE STATION IS NOW
 KW2840'CALLED MASLAND CARPET COMPANY.  NOT C.H. MASLAND AND SONS, STACK, AS
 KW2840'PREVIOUSLY NAMED.
 KW2840
 KW2840                          STATION RECOVERY (1998)
 KW2840
 KW2840'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW2840'MARK NOT FOUND.
 KW2840
 KW2840                          STATION RECOVERY (2005)
 KW2840
 KW2840'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW2840'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2837 ***********************************************************************
 KW2837  DESIGNATION -  CARLISLE COURTHOUSE
 KW2837  PID         -  KW2837
 KW2837  STATE/COUNTY-  PA/CUMBERLAND
 KW2837  USGS QUAD   -  CARLISLE (1984)
 KW2837
 KW2837                         *CURRENT SURVEY CONTROL
 KW2837  ___________________________________________________________________
 KW2837* NAD 83(1992)-  40 12 03.78919(N)    077 11 22.01577(W)     ADJUSTED  
 KW2837* NAVD 88     -                                                        
 KW2837  ___________________________________________________________________
 KW2837  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 KW2837  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 KW2837
 KW2837  HORZ ORDER  -  THIRD
 KW2837
 KW2837.The horizontal coordinates were established by classical geodetic methods
 KW2837.and adjusted by the National Geodetic Survey in June 2002..
 KW2837
 KW2837
 KW2837.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2837
 KW2837.The geoid height was determined by GEOID03.
 KW2837
 KW2837;                    North         East     Units Scale Factor Converg.
 KW2837;SPC PA S     -    96,498.287   647,725.141   MT  0.99996894   +0 21 49.3
 KW2837;SPC PA S     -   316,594.80  2,125,078.23   sFT  0.99996894   +0 21 49.3
 KW2837;UTM  18      - 4,452,371.278   313,650.922   MT  1.00002750   -1 24 49.1
 KW2837
 KW2837                          SUPERSEDED SURVEY CONTROL
 KW2837
 KW2837  NAD 83(1986)-  40 12 03.78568(N)    077 11 22.01727(W) AD(       ) 4
 KW2837  NAD 27      -  40 12 03.47000(N)    077 11 23.08300(W) AD(       ) 3
 KW2837
 KW2837.Superseded values are not recommended for survey control.
 KW2837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2837.See file dsdata.txt to determine how the superseded data were derived.
 KW2837
 KW2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK1365152371(NAD 83)
 KW2837_MARKER: 55 = TOWER
 KW2837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2837+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2005
 KW2837
 KW2837  HISTORY     - Date     Condition        Report By
 KW2837  HISTORY     - 1942     FIRST OBSERVED   CGS
 KW2837  HISTORY     - 1952     GOOD             AMS
 KW2837  HISTORY     - 1957     GOOD             CGS
 KW2837  HISTORY     - 19980414 GOOD             USPSQD
 KW2837  HISTORY     - 20050716 GOOD             GEOCAC
 KW2837
 KW2837                          STATION DESCRIPTION
 KW2837
 KW2837'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW2837'THIS INTERSECTION STATION IS THE WEATHER VANE ON THE COURTHOUSE IN
 KW2837'CARLISLE.  THE COURTHOUSE IS LOCATED ON THE CORNER OF S HANOVER
 KW2837'STREET AND COURTHOUSE AVENUE.  THE COURTHOUSE IS A RED BRICK BUILDING
 KW2837'SURMOUNTED BY A WHITE OPEN CLOCK AND BELL TOWER.  THE TOP OF THE
 KW2837'WEATHER VANE ON THE CLOCK TOWER WAS THE POINT OBSERVED ON.  THE VANE
 KW2837'IS ABOUT 110 FEET ABOVE THE GROUND.
 KW2837
 KW2837                          STATION RECOVERY (1952)
 KW2837
 KW2837'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 KW2837'STATION RECOVERED AS DESCRIBED.
 KW2837
 KW2837                          STATION RECOVERY (1957)
 KW2837
 KW2837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KW2837'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KW2837
 KW2837                          STATION RECOVERY (1998)
 KW2837
 KW2837'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW2837'RECOVERED IN GOOD CONDITION.
 KW2837
 KW2837                          STATION RECOVERY (2005)
 KW2837
 KW2837'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KW2837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2829 ***********************************************************************
 KW2829  DESIGNATION -  CARLISLE DICKINSON SCH CHAPEL
 KW2829  PID         -  KW2829
 KW2829  STATE/COUNTY-  PA/CUMBERLAND
 KW2829  USGS QUAD   -  CARLISLE (1984)
 KW2829
 KW2829                         *CURRENT SURVEY CONTROL
 KW2829  ___________________________________________________________________
 KW2829* NAD 83(1992)-  40 12 02.46648(N)    077 11 54.84285(W)     ADJUSTED  
 KW2829* NAVD 88     -                                                        
 KW2829  ___________________________________________________________________
 KW2829  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 KW2829  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 KW2829
 KW2829  HORZ ORDER  -  THIRD
 KW2829
 KW2829.The horizontal coordinates were established by classical geodetic methods
 KW2829.and adjusted by the National Geodetic Survey in June 2002..
 KW2829
 KW2829
 KW2829.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2829
 KW2829.The geoid height was determined by GEOID03.
 KW2829
 KW2829;                    North         East     Units Scale Factor Converg.
 KW2829;SPC PA S     -    96,452.603   646,949.048   MT  0.99996897   +0 21 28.0
 KW2829;SPC PA S     -   316,444.92  2,122,532.00   sFT  0.99996897   +0 21 28.0
 KW2829;UTM  18      - 4,452,349.686   312,873.739   MT  1.00003107   -1 25 10.2
 KW2829
 KW2829                          SUPERSEDED SURVEY CONTROL
 KW2829
 KW2829  NAD 83(1986)-  40 12 02.46240(N)    077 11 54.84356(W) AD(       ) 4
 KW2829  NAD 27      -  40 12 02.14200(N)    077 11 55.92200(W) AD(       ) 3
 KW2829
 KW2829.Superseded values are not recommended for survey control.
 KW2829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2829.See file dsdata.txt to determine how the superseded data were derived.
 KW2829
 KW2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK1287452350(NAD 83)
 KW2829_MARKER: 91 = CHURCH CROSS
 KW2829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2829+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 KW2829
 KW2829  HISTORY     - Date     Condition        Report By
 KW2829  HISTORY     - 1960     FIRST OBSERVED   CGS
 KW2829  HISTORY     - 1965     GOOD             USN
 KW2829  HISTORY     - 19980414 GOOD             USPSQD
 KW2829  HISTORY     - 20050727 GOOD             USPSQD
 KW2829
 KW2829                          STATION DESCRIPTION
 KW2829
 KW2829'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW2829'THE STATION IS THE GOLD COLOR CROSS AT THE APEX OF THE DICKINSON
 KW2829'SCHOOL OF LAW CHAPEL, SPIRE.  LOCATED BETWEEN COLLEGE AND
 KW2829'MOORELAND AVENUES AND IN THE SOUTH CENTRAL SECTION OF CARLISLE.  THE
 KW2829'STRUCTURE IS MOUNTED ON THE NORTH END OF A LARGE GRAY STONE
 KW2829'BUILDING APPROXIMATELY 200 X 100 FEET.  AT THE APEX OF THE SPIRE IS A
 KW2829'GOLD COLORED CROSS.  THE TOP OF THE SPIRE IS DARK GRAY
 KW2829'WITH A WHITE BASE WITH AN OVERALL HEIGHT OF APPROXIMATELY 200 FEET.
 KW2829
 KW2829                          STATION RECOVERY (1965)
 KW2829
 KW2829'RECOVERY NOTE BY US NAVY 1965
 KW2829'STATION WAS RECOVERED.
 KW2829
 KW2829                          STATION RECOVERY (1998)
 KW2829
 KW2829'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW2829'RECOVERED IN GOOD CONDITION.
 KW2829
 KW2829                          STATION RECOVERY (2005)
 KW2829
 KW2829'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPP)
 KW2829'THE BUILDING WITH THE SPIRE IS LOCATED AT 99 MOORELAND AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2828 ***********************************************************************
 KW2828  DESIGNATION -  CARLISLE GOODYEAR SHOE CO TANK
 KW2828  PID         -  KW2828
 KW2828  STATE/COUNTY-  PA/CUMBERLAND
 KW2828  USGS QUAD   -  CARLISLE (1984)
 KW2828
 KW2828                         *CURRENT SURVEY CONTROL
 KW2828  ___________________________________________________________________
 KW2828* NAD 83(1992)-  40 12 16.91256(N)    077 12 07.91982(W)     ADJUSTED  
 KW2828* NAVD 88     -                                                        
 KW2828  ___________________________________________________________________
 KW2828  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 KW2828  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 KW2828
 KW2828  HORZ ORDER  -  THIRD
 KW2828
 KW2828.The horizontal coordinates were established by classical geodetic methods
 KW2828.and adjusted by the National Geodetic Survey in June 2002..
 KW2828
 KW2828
 KW2828.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2828
 KW2828.The geoid height was determined by GEOID03.
 KW2828
 KW2828;                    North         East     Units Scale Factor Converg.
 KW2828;SPC PA S     -    96,896.232   646,637.018   MT  0.99996867   +0 21 19.5
 KW2828;SPC PA S     -   317,900.39  2,121,508.28   sFT  0.99996867   +0 21 19.5
 KW2828;UTM  18      - 4,452,802.807   312,575.599   MT  1.00003244   -1 25 19.1
 KW2828
 KW2828                          SUPERSEDED SURVEY CONTROL
 KW2828
 KW2828  NAD 83(1986)-  40 12 16.90843(N)    077 12 07.92055(W) AD(       ) 4
 KW2828  NAD 27      -  40 12 16.59400(N)    077 12 08.98700(W) AD(       ) 3
 KW2828
 KW2828.Superseded values are not recommended for survey control.
 KW2828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2828.See file dsdata.txt to determine how the superseded data were derived.
 KW2828
 KW2828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK1257652803(NAD 83)
 KW2828_MARKER: 53 = ELEVATED TANK
 KW2828
 KW2828  HISTORY     - Date     Condition        Report By
 KW2828  HISTORY     - 1942     FIRST OBSERVED   CGS
 KW2828  HISTORY     - 1952     GOOD             AMS
 KW2828  HISTORY     - 19980414 MARK NOT FOUND   USPSQD
 KW2828  HISTORY     - 20060619 MARK NOT FOUND   GEOCAC
 KW2828
 KW2828                          STATION DESCRIPTION
 KW2828
 KW2828'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW2828'THIS INTERSECTION STATION IS THE TANK OF THE GOODYEAR SHOE COMPANY
 KW2828'WHICH IS LOCATED IN THE NW PART OF TOWN.  TANK IS MOUNTED ON 4
 KW2828'STEEL LEGS AND ABOUT 105 FEET HIGH.  THE WHOLE STRUCTURE IS PAINTED
 KW2828'BLACK WITH THE WORDS GOODYEAR SHOE COMPANY IN WHITE.  POINT
 KW2828'OBSERVED ON WAS THE FINIAL.
 KW2828
 KW2828                          STATION RECOVERY (1952)
 KW2828
 KW2828'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 KW2828'STATION RECOVERED AS DESCRIBED.
 KW2828
 KW2828                          STATION RECOVERY (1998)
 KW2828
 KW2828'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW2828'MARK NOT FOUND.
 KW2828
 KW2828                          STATION RECOVERY (2006)
 KW2828
 KW2828'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2828'BUILDING NOW BELONGS TO DICKINSON COLLEGE - TANK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2830 ***********************************************************************
 KW2830  DESIGNATION -  CARLISLE MASLAND CARPET TANK
 KW2830  PID         -  KW2830
 KW2830  STATE/COUNTY-  PA/CUMBERLAND
 KW2830  USGS QUAD   -  CARLISLE (1984)
 KW2830
 KW2830                         *CURRENT SURVEY CONTROL
 KW2830  ___________________________________________________________________
 KW2830* NAD 83(1992)-  40 12 28.02680(N)    077 11 15.70902(W)     ADJUSTED  
 KW2830* NAVD 88     -                                                        
 KW2830  ___________________________________________________________________
 KW2830  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 KW2830  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 KW2830
 KW2830  HORZ ORDER  -  THIRD
 KW2830
 KW2830.The horizontal coordinates were established by classical geodetic methods
 KW2830.and adjusted by the National Geodetic Survey in June 2002..
 KW2830
 KW2830
 KW2830.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2830
 KW2830.The geoid height was determined by GEOID03.
 KW2830
 KW2830;                    North         East     Units Scale Factor Converg.
 KW2830;SPC PA S     -    97,246.782   647,869.533   MT  0.99996844   +0 21 53.3
 KW2830;SPC PA S     -   319,050.48  2,125,551.96   sFT  0.99996844   +0 21 53.3
 KW2830;UTM  18      - 4,453,114.979   313,818.470   MT  1.00002673   -1 24 45.7
 KW2830
 KW2830                          SUPERSEDED SURVEY CONTROL
 KW2830
 KW2830  NAD 83(1986)-  40 12 28.02265(N)    077 11 15.70958(W) AD(       ) 4
 KW2830  NAD 27      -  40 12 27.70100(N)    077 11 16.78900(W) AD(       ) 3
 KW2830
 KW2830.Superseded values are not recommended for survey control.
 KW2830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2830.See file dsdata.txt to determine how the superseded data were derived.
 KW2830
 KW2830_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK1381853115(NAD 83)
 KW2830_MARKER: 53 = ELEVATED TANK
 KW2830
 KW2830  HISTORY     - Date     Condition        Report By
 KW2830  HISTORY     - 1960     FIRST OBSERVED   CGS
 KW2830  HISTORY     - 1965     GOOD             USN
 KW2830  HISTORY     - 19980414 MARK NOT FOUND   USPSQD
 KW2830  HISTORY     - 20050521 MARK NOT FOUND   GEOCAC
 KW2830
 KW2830                          STATION DESCRIPTION
 KW2830
 KW2830'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW2830'THE STATION IS THE BALL SHAPED VENT AT THE APEX OF THE MASLAND CARPET
 KW2830'CO., WATER TANK.  LOCATED ABOUT 150 FEET EAST OF STATE HIGHWAY
 KW2830'34 AND HAMILTON STREET WHICH IS IN THE NORTH SECTION OF CARLISLE.
 KW2830'THE STRUCTURE IS A 4-LACED CHANNEL COLUMNS STEEL
 KW2830'LEGS WITH A ELLIPSOIDAL BOTTOM, CONICAL ROOF TANK MOUNTED ON TOP.  AT
 KW2830'THE APEX OF THE ROOF IS A BALL SHAPED VENTILATOR.  THE OVERALL
 KW2830'HEIGHT OF THE STRUCTURE IS APPROXIMATELY 136 FEET AND IS SILVER
 KW2830'IN COLOR.
 KW2830
 KW2830                          STATION RECOVERY (1965)
 KW2830
 KW2830'RECOVERY NOTE BY US NAVY 1965
 KW2830'STATION WAS RECOVERED.
 KW2830
 KW2830                          STATION RECOVERY (1998)
 KW2830
 KW2830'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW2830'MARK NOT FOUND.
 KW2830
 KW2830                          STATION RECOVERY (2005)
 KW2830
 KW2830'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW2830'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2842 ***********************************************************************
 KW2842  DESIGNATION -  CARLISLE RAD STA WHYL NW MAST
 KW2842  PID         -  KW2842
 KW2842  STATE/COUNTY-  PA/CUMBERLAND
 KW2842  USGS QUAD   -  CARLISLE (1984)
 KW2842
 KW2842                         *CURRENT SURVEY CONTROL
 KW2842  ___________________________________________________________________
 KW2842* NAD 83(1992)-  40 11 36.05530(N)    077 10 29.07270(W)     ADJUSTED  
 KW2842* NAVD 88     -                                                        
 KW2842  ___________________________________________________________________
 KW2842  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 KW2842  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 KW2842
 KW2842  HORZ ORDER  -  THIRD
 KW2842
 KW2842.The horizontal coordinates were established by classical geodetic methods
 KW2842.and adjusted by the National Geodetic Survey in June 2002..
 KW2842
 KW2842
 KW2842.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2842
 KW2842.The geoid height was determined by GEOID03.
 KW2842
 KW2842;                    North         East     Units Scale Factor Converg.
 KW2842;SPC PA S     -    95,650.959   648,982.794   MT  0.99996953   +0 22 23.6
 KW2842;SPC PA S     -   313,814.85  2,129,204.38   sFT  0.99996953   +0 22 23.6
 KW2842;UTM  18      - 4,451,485.305   314,881.760   MT  1.00002187   -1 24 14.1
 KW2842
 KW2842                          SUPERSEDED SURVEY CONTROL
 KW2842
 KW2842  NAD 83(1986)-  40 11 36.05087(N)    077 10 29.07301(W) AD(       ) 4
 KW2842  NAD 27      -  40 11 35.72900(N)    077 10 30.15500(W) AD(       ) 3
 KW2842
 KW2842.Superseded values are not recommended for survey control.
 KW2842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2842.See file dsdata.txt to determine how the superseded data were derived.
 KW2842
 KW2842_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK1488251485(NAD 83)
 KW2842_MARKER: 42 = RADIO/TV MAST
 KW2842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2842+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 KW2842
 KW2842  HISTORY     - Date     Condition        Report By
 KW2842  HISTORY     - 1960     FIRST OBSERVED   CGS
 KW2842  HISTORY     - 20050727 GOOD             USPSQD
 KW2842
 KW2842                          STATION DESCRIPTION
 KW2842
 KW2842'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW2842'THE STATION IS THE RED FLASHING LIGHT AT THE APEX OF THE RADIO
 KW2842'STATION WHYL NORTHWEST MAST OF THREE.  IT IS LOCATED
 KW2842'ABOUT 1.0 MILE SOUTHEAST OF THE CENTRAL SECTION OF CARLISLE,
 KW2842'APPROXIMATELY 200 FEET NORTH OF THE MIDDLE MAST OF THREE.
 KW2842'IT IS A SLENDER TYPE LACED STEEL CONSTRUCTED MAST, MOUNTED ON A
 KW2842'SWIVEL BASE, SET IN THE TOP OF A 4 X 4 FOOT SQUARE CONCRETE
 KW2842'BASE.  THE STRUCTURE IS PAINTED ALTERNATELY ORANGE AND WHITE WITH A
 KW2842'FLASHING RED LIGHT AT THE APEX.  THE OVERALL HEIGHT OF THE
 KW2842'STRUCTURE IS 269 FEET.
 KW2842
 KW2842                          STATION RECOVERY (2005)
 KW2842
 KW2842'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPP)
 KW2842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2843 ***********************************************************************
 KW2843  DESIGNATION -  CARLISLE RAD STA WHYL CEN MAST
 KW2843  PID         -  KW2843
 KW2843  STATE/COUNTY-  PA/CUMBERLAND
 KW2843  USGS QUAD   -  CARLISLE (1984)
 KW2843
 KW2843                         *CURRENT SURVEY CONTROL
 KW2843  ___________________________________________________________________
 KW2843* NAD 83(1992)-  40 11 30.67482(N)    077 10 26.94127(W)     ADJUSTED  
 KW2843* NAVD 88     -                                                        
 KW2843  ___________________________________________________________________
 KW2843  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 KW2843  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 KW2843
 KW2843  HORZ ORDER  -  THIRD
 KW2843
 KW2843.The horizontal coordinates were established by classical geodetic methods
 KW2843.and adjusted by the National Geodetic Survey in June 2002..
 KW2843
 KW2843
 KW2843.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2843
 KW2843.The geoid height was determined by GEOID03.
 KW2843
 KW2843;                    North         East     Units Scale Factor Converg.
 KW2843;SPC PA S     -    95,485.341   649,034.289   MT  0.99996965   +0 22 25.0
 KW2843;SPC PA S     -   313,271.49  2,129,373.33   sFT  0.99996965   +0 22 25.0
 KW2843;UTM  18      - 4,451,318.160   314,928.097   MT  1.00002166   -1 24 12.5
 KW2843
 KW2843                          SUPERSEDED SURVEY CONTROL
 KW2843
 KW2843  NAD 83(1986)-  40 11 30.67034(N)    077 10 26.94161(W) AD(       ) 4
 KW2843  NAD 27      -  40 11 30.34800(N)    077 10 28.02300(W) AD(       ) 3
 KW2843
 KW2843.Superseded values are not recommended for survey control.
 KW2843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2843.See file dsdata.txt to determine how the superseded data were derived.
 KW2843
 KW2843_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK1492851318(NAD 83)
 KW2843_MARKER: 42 = RADIO/TV MAST
 KW2843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2843+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 KW2843
 KW2843  HISTORY     - Date     Condition        Report By
 KW2843  HISTORY     - 1960     FIRST OBSERVED   CGS
 KW2843  HISTORY     - 20050727 GOOD             USPSQD
 KW2843
 KW2843                          STATION DESCRIPTION
 KW2843
 KW2843'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW2843'THE STATION IS THE RED FLASHING LIGHT AT THE APEX OF THE RADIO
 KW2843'STATION WHYL, CENTER MAST OF THREE.  LOCATED ABOUT 1.0 MILE
 KW2843'SOUTHEAST OF THE CENTRAL SECTION OF CARLISLE, APPROXIMATELY 200 FEET
 KW2843'SOUTH OF THE NORTHWEST MAST OF THREE.  IT IS A SLENDER
 KW2843'TYPE LACED STEEL CONSTRUCTED MAST, MOUNTED ON A SWIVEL BASE, SET IN
 KW2843'THE TOP OF A 4 X 4 FOOT SQUARE CONCRETE BASE.  THE STRUCTURE IS
 KW2843'PAINTED ALTERNATELY ORANGE AND WHITE WITH A FLASHING RED LIGHT AT THE
 KW2843'APEX.  THE OVERALL HEIGHT OF THE STRUCTURE IS 269 FEET.
 KW2843
 KW2843                          STATION RECOVERY (2005)
 KW2843
 KW2843'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPP)
 KW2843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2838 ***********************************************************************
 KW2838  DESIGNATION -  CARLISLE SECOND PRESB CH SPIRE
 KW2838  PID         -  KW2838
 KW2838  STATE/COUNTY-  PA/CUMBERLAND
 KW2838  USGS QUAD   -  CARLISLE (1984)
 KW2838
 KW2838                         *CURRENT SURVEY CONTROL
 KW2838  ___________________________________________________________________
 KW2838* NAD 83(1992)-  40 11 59.09652(N)    077 11 20.96180(W)     ADJUSTED  
 KW2838* NAVD 88     -                                                        
 KW2838  ___________________________________________________________________
 KW2838  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 KW2838  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 KW2838
 KW2838  HORZ ORDER  -  THIRD
 KW2838
 KW2838.The horizontal coordinates were established by classical geodetic methods
 KW2838.and adjusted by the National Geodetic Survey in June 2002..
 KW2838
 KW2838
 KW2838.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2838
 KW2838.The geoid height was determined by GEOID03.
 KW2838
 KW2838;                    North         East     Units Scale Factor Converg.
 KW2838;SPC PA S     -    96,353.712   647,750.986   MT  0.99996904   +0 21 49.9
 KW2838;SPC PA S     -   316,120.47  2,125,163.03   sFT  0.99996904   +0 21 49.9
 KW2838;UTM  18      - 4,452,225.963   313,672.272   MT  1.00002740   -1 24 48.3
 KW2838
 KW2838                          SUPERSEDED SURVEY CONTROL
 KW2838
 KW2838  NAD 83(1986)-  40 11 59.09288(N)    077 11 20.96232(W) AD(       ) 4
 KW2838  NAD 27      -  40 11 58.77700(N)    077 11 22.02800(W) AD(       ) 3
 KW2838
 KW2838.Superseded values are not recommended for survey control.
 KW2838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2838.See file dsdata.txt to determine how the superseded data were derived.
 KW2838
 KW2838_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK1367252226(NAD 83)
 KW2838_MARKER: 90 = CHURCH SPIRE
 KW2838
 KW2838  HISTORY     - Date     Condition        Report By
 KW2838  HISTORY     - 1942     FIRST OBSERVED   CGS
 KW2838  HISTORY     - 1952     GOOD             AMS
 KW2838  HISTORY     - 1957     GOOD             CGS
 KW2838  HISTORY     - 19980414 MARK NOT FOUND   USPSQD
 KW2838
 KW2838                          STATION DESCRIPTION
 KW2838
 KW2838'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW2838'THIS INTERSECTION STATION IS THE SECOND PRESBYTERIAN CHURCH SPIRE
 KW2838'WHICH IS LOCATED AT THE CORNER OF W POMFRET AND S HANOVER
 KW2838'STREETS.  THE CHURCH IS A GREY BRICK BUILDING SURMOUNTED BY A SLATED
 KW2838'SPIRE WITH FOUR SMALL SPIRES AND GABLES AT THE BASE.  THE TOP OF
 KW2838'THE SPIRE TERMINATES IN A 4-FOOT ROD WITH 4 BARBS POINTING DOWN AT
 KW2838'THE TOP AND 4 LIKE BARBS POINTING UP AT THE BASE.  THE SPIRE IS
 KW2838'ABOUT 180 FEET HIGH.
 KW2838
 KW2838                          STATION RECOVERY (1952)
 KW2838
 KW2838'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 KW2838'STATION RECOVERED AS DESCRIBED.
 KW2838
 KW2838                          STATION RECOVERY (1957)
 KW2838
 KW2838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KW2838'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KW2838
 KW2838                          STATION RECOVERY (1998)
 KW2838
 KW2838'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW2838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2831 ***********************************************************************
 KW2831  DESIGNATION -  CARLISLE SHOE CO TANK
 KW2831  PID         -  KW2831
 KW2831  STATE/COUNTY-  PA/CUMBERLAND
 KW2831  USGS QUAD   -  CARLISLE (1984)
 KW2831
 KW2831                         *CURRENT SURVEY CONTROL
 KW2831  ___________________________________________________________________
 KW2831* NAD 83(1992)-  40 12 19.21368(N)    077 11 07.59354(W)     ADJUSTED  
 KW2831* NAVD 88     -                                                        
 KW2831  ___________________________________________________________________
 KW2831  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 KW2831  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 KW2831
 KW2831  HORZ ORDER  -  THIRD
 KW2831
 KW2831.The horizontal coordinates were established by classical geodetic methods
 KW2831.and adjusted by the National Geodetic Survey in June 2002..
 KW2831
 KW2831
 KW2831.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2831
 KW2831.The geoid height was determined by GEOID03.
 KW2831
 KW2831;                    North         East     Units Scale Factor Converg.
 KW2831;SPC PA S     -    96,976.189   648,063.179   MT  0.99996862   +0 21 58.6
 KW2831;SPC PA S     -   318,162.71  2,126,187.28   sFT  0.99996862   +0 21 58.6
 KW2831;UTM  18      - 4,452,838.492   314,003.641   MT  1.00002588   -1 24 40.2
 KW2831
 KW2831                          SUPERSEDED SURVEY CONTROL
 KW2831
 KW2831  NAD 83(1986)-  40 12 19.21003(N)    077 11 07.59493(W) AD(       ) 4
 KW2831  NAD 27      -  40 12 18.89400(N)    077 11 08.66100(W) AD(       ) 3
 KW2831
 KW2831.Superseded values are not recommended for survey control.
 KW2831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2831.See file dsdata.txt to determine how the superseded data were derived.
 KW2831
 KW2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK1400452838(NAD 83)
 KW2831_MARKER: 53 = ELEVATED TANK
 KW2831
 KW2831  HISTORY     - Date     Condition        Report By
 KW2831  HISTORY     - 1942     FIRST OBSERVED   CGS
 KW2831  HISTORY     - 1952     GOOD             AMS
 KW2831  HISTORY     - 19980414 MARK NOT FOUND   USPSQD
 KW2831  HISTORY     - 20060207 MARK NOT FOUND   GEOCAC
 KW2831
 KW2831                          STATION DESCRIPTION
 KW2831
 KW2831'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW2831'THIS INTERSECTION STATION IS THE TANK OF THE CARLISLE SHOE COMPANY
 KW2831'WHICH IS LOCATED ON THE ROOF OF THE FACTORY AT THE JUNCTION OF N
 KW2831'BEDFORD AND E PENN STREETS.  THE TANK AND THE 4 STEEL LEGS ARE
 KW2831'PAINTED ALUMINUM AND THE WORDS CARLISLE SHOE COMPANY ARE PAINTED
 KW2831'IN BLACK.  THE POINT OBSERVED UPON WAS THE FINIAL.
 KW2831
 KW2831                          STATION RECOVERY (1952)
 KW2831
 KW2831'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 KW2831'STATION RECOVERED AS DESCRIBED.
 KW2831
 KW2831                          STATION RECOVERY (1998)
 KW2831
 KW2831'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW2831'MARK NOT FOUND.
 KW2831
 KW2831                          STATION RECOVERY (2006)
 KW2831
 KW2831'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2831'TANK AND FACTORY BUILDING HAVE BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2839 ***********************************************************************
 KW2839  DESIGNATION -  CARLISLE ST JOHNS CHURCH SPIRE
 KW2839  PID         -  KW2839
 KW2839  STATE/COUNTY-  PA/CUMBERLAND
 KW2839  USGS QUAD   -  CARLISLE (1984)
 KW2839
 KW2839                         *CURRENT SURVEY CONTROL
 KW2839  ___________________________________________________________________
 KW2839* NAD 83(1992)-  40 12 06.99320(N)    077 11 19.48385(W)     ADJUSTED  
 KW2839* NAVD 88     -                                                        
 KW2839  ___________________________________________________________________
 KW2839  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 KW2839  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 KW2839
 KW2839  HORZ ORDER  -  THIRD
 KW2839
 KW2839.The horizontal coordinates were established by classical geodetic methods
 KW2839.and adjusted by the National Geodetic Survey in June 2002..
 KW2839
 KW2839
 KW2839.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2839
 KW2839.The geoid height was determined by GEOID03.
 KW2839
 KW2839;                    North         East     Units Scale Factor Converg.
 KW2839;SPC PA S     -    96,597.487   647,784.392   MT  0.99996887   +0 21 50.9
 KW2839;SPC PA S     -   316,920.26  2,125,272.63   sFT  0.99996887   +0 21 50.9
 KW2839;UTM  18      - 4,452,468.598   313,713.224   MT  1.00002721   -1 24 47.5
 KW2839
 KW2839                          SUPERSEDED SURVEY CONTROL
 KW2839
 KW2839  NAD 83(1986)-  40 12 06.98968(N)    077 11 19.48533(W) AD(       ) 4
 KW2839  NAD 27      -  40 12 06.67400(N)    077 11 20.55200(W) AD(       ) 3
 KW2839
 KW2839.Superseded values are not recommended for survey control.
 KW2839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2839.See file dsdata.txt to determine how the superseded data were derived.
 KW2839
 KW2839_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK1371352469(NAD 83)
 KW2839_MARKER: 90 = CHURCH SPIRE
 KW2839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2839+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 KW2839
 KW2839  HISTORY     - Date     Condition        Report By
 KW2839  HISTORY     - 1942     FIRST OBSERVED   CGS
 KW2839  HISTORY     - 1952     GOOD             AMS
 KW2839  HISTORY     - 19980414 GOOD             USPSQD
 KW2839  HISTORY     - 20050727 GOOD             USPSQD
 KW2839
 KW2839                          STATION DESCRIPTION
 KW2839
 KW2839'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW2839'THIS INTERSECTION STATION IS THE SPIRE OF THE ST. JOHNS CHURCH WHICH
 KW2839'IS LOCATED AT THE CORNER OF N HANOVER AND E HIGH STREETS.  THE
 KW2839'CHURCH IS A STUCCO BUILDING WITH A GRAY BRICK BELL TOWER SURMOUNTED
 KW2839'BY A SHINGLED SPIRE.  THERE ARE FOUR SMALL WINDOWS IN THE SPIRE
 KW2839'LOCATED IN THE N, S, E, AND W SIDES.  THE SPIRE IS ABOUT 85 FEET
 KW2839'HIGH.  THE POINT OBSERVED ON WAS THE CROSS AND CONCENTRIC CIRCLE.
 KW2839
 KW2839                          STATION RECOVERY (1952)
 KW2839
 KW2839'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 KW2839'STATION RECOVERED AS DESCRIBED.
 KW2839
 KW2839                          STATION RECOVERY (1998)
 KW2839
 KW2839'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW2839'RECOVERED IN GOOD CONDITION.
 KW2839
 KW2839                          STATION RECOVERY (2005)
 KW2839
 KW2839'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPP)
 KW2839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2834 ***********************************************************************
 KW2834  DESIGNATION -  CARLISLE TIRE AND RUBBER S TK
 KW2834  PID         -  KW2834
 KW2834  STATE/COUNTY-  PA/CUMBERLAND
 KW2834  USGS QUAD   -  CARLISLE (1984)
 KW2834
 KW2834                         *CURRENT SURVEY CONTROL
 KW2834  ___________________________________________________________________
 KW2834* NAD 83(1992)-  40 12 39.90920(N)    077 11 39.89810(W)     ADJUSTED  
 KW2834* NAVD 88     -                                                        
 KW2834  ___________________________________________________________________
 KW2834  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 KW2834  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 KW2834
 KW2834  HORZ ORDER  -  THIRD
 KW2834
 KW2834.The horizontal coordinates were established by classical geodetic methods
 KW2834.and adjusted by the National Geodetic Survey in June 2002..
 KW2834
 KW2834
 KW2834.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2834
 KW2834.The geoid height was determined by GEOID03.
 KW2834
 KW2834;                    North         East     Units Scale Factor Converg.
 KW2834;SPC PA S     -    97,609.645   647,295.222   MT  0.99996820   +0 21 37.7
 KW2834;SPC PA S     -   320,240.98  2,123,667.74   sFT  0.99996820   +0 21 37.7
 KW2834;UTM  18      - 4,453,495.504   313,255.658   MT  1.00002931   -1 25 01.7
 KW2834
 KW2834                          SUPERSEDED SURVEY CONTROL
 KW2834
 KW2834  NAD 83(1986)-  40 12 39.90389(N)    077 11 39.89903(W) AD(       ) 4
 KW2834  NAD 27      -  40 12 39.58200(N)    077 11 40.97800(W) AD(       ) 3
 KW2834
 KW2834.Superseded values are not recommended for survey control.
 KW2834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2834.See file dsdata.txt to determine how the superseded data were derived.
 KW2834
 KW2834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK1325653496(NAD 83)
 KW2834_MARKER: 53 = ELEVATED TANK
 KW2834
 KW2834  HISTORY     - Date     Condition        Report By
 KW2834  HISTORY     - 1960     FIRST OBSERVED   CGS
 KW2834  HISTORY     - 19980414 MARK NOT FOUND   USPSQD
 KW2834  HISTORY     - 20060619 MARK NOT FOUND   GEOCAC
 KW2834
 KW2834                          STATION DESCRIPTION
 KW2834
 KW2834'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW2834'THE STATION IS THE BALL SHAPED VENT AT THE APEX OF THE ROOF OF THE
 KW2834'TIRE AND RUBBER CO., WATER TANK.  IT IS LOCATED IN THE CENTRAL
 KW2834'PART OF THE COMPANY YARDS AND IN THE NORTHWEST SECTION OF CARLISLE.
 KW2834'THE STRUCTURE IS OF FOUR-STEEL LACED CHANNEL COLUMN
 KW2834'LEGS WITH A CONICAL SHAPED ROOF AND ELLIPSOIDAL BOTTOM TANK MOUNTED
 KW2834'ON TOP.  AT THE APEX OF THE ROOF OF THE TANK IS A BALL
 KW2834'SAPED VENT.  THE OVERALL HEIGHT OF THE STRUCTURE IS APPROXIMATELY
 KW2834'110 FEET AND THE STRUCTURE IS PAINTED BLACK.
 KW2834
 KW2834                          STATION RECOVERY (1998)
 KW2834
 KW2834'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW2834'MARK NOT FOUND.
 KW2834
 KW2834                          STATION RECOVERY (2006)
 KW2834
 KW2834'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2834'TANK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2835 ***********************************************************************
 KW2835  DESIGNATION -  CARLISLE TIRE AND RUBBER N TK
 KW2835  PID         -  KW2835
 KW2835  STATE/COUNTY-  PA/CUMBERLAND
 KW2835  USGS QUAD   -  CARLISLE (1984)
 KW2835
 KW2835                         *CURRENT SURVEY CONTROL
 KW2835  ___________________________________________________________________
 KW2835* NAD 83(1992)-  40 12 36.44717(N)    077 11 39.46162(W)     ADJUSTED  
 KW2835* NAVD 88     -                                                        
 KW2835  ___________________________________________________________________
 KW2835  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 KW2835  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 KW2835
 KW2835  HORZ ORDER  -  THIRD
 KW2835
 KW2835.The horizontal coordinates were established by classical geodetic methods
 KW2835.and adjusted by the National Geodetic Survey in June 2002..
 KW2835
 KW2835
 KW2835.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2835
 KW2835.The geoid height was determined by GEOID03.
 KW2835
 KW2835;                    North         East     Units Scale Factor Converg.
 KW2835;SPC PA S     -    97,502.932   647,306.215   MT  0.99996827   +0 21 37.9
 KW2835;SPC PA S     -   319,890.87  2,123,703.81   sFT  0.99996827   +0 21 37.9
 KW2835;UTM  18      - 4,453,388.495   313,263.336   MT  1.00002927   -1 25 01.3
 KW2835
 KW2835                          SUPERSEDED SURVEY CONTROL
 KW2835
 KW2835  NAD 83(1986)-  40 12 36.44327(N)    077 11 39.46236(W) AD(       ) 4
 KW2835  NAD 27      -  40 12 36.12300(N)    077 11 40.54200(W) AD(       ) 3
 KW2835
 KW2835.Superseded values are not recommended for survey control.
 KW2835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2835.See file dsdata.txt to determine how the superseded data were derived.
 KW2835
 KW2835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK1326353388(NAD 83)
 KW2835_MARKER: 53 = ELEVATED TANK
 KW2835
 KW2835  HISTORY     - Date     Condition        Report By
 KW2835  HISTORY     - 1960     FIRST OBSERVED   CGS
 KW2835  HISTORY     - 19980414 MARK NOT FOUND   USPSQD
 KW2835  HISTORY     - 20060619 MARK NOT FOUND   GEOCAC
 KW2835
 KW2835                          STATION DESCRIPTION
 KW2835
 KW2835'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW2835'THE STATION IS THE BALL SHAPED VENT AT THE APEX OF THE ROOF OF THE
 KW2835'TIRE AND RUBBER CO., WATER TANK.  IT IS LOCATED IN THE CENTRAL
 KW2835'PART OF THE COMPANY YARDS, ABOUT 200 YARDS NORTH OF THE SOUTH WATER
 KW2835'TANK AND IS IN THE NORTHWEST SECTION OF CARLISLE.  THE
 KW2835'STRUCTURE IS OF FOUR-STEEL LACED CHANNEL COLUMN LEGS WITH A CONICAL
 KW2835'SHAPED ROOF AND AN ELLIPSOIDAL BOTTOM TANK MOUNTED ON TOP.
 KW2835'AT THE APEX OF THE ROOF OF THE TANK IS A BALL SHAPED VENT.  THE
 KW2835'OVERALL HEIGHT OF THE STRUCTURE IS APPROXIMATELY 150 FEET
 KW2835'AND IS BLACK IN COLOR.
 KW2835
 KW2835                          STATION RECOVERY (1998)
 KW2835
 KW2835'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW2835'MARK NOT FOUND.
 KW2835
 KW2835                          STATION RECOVERY (2006)
 KW2835
 KW2835'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2835'TANK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2833 ***********************************************************************
 KW2833  DESIGNATION -  CARLISLE TRICKETT HALL CLKTWR
 KW2833  PID         -  KW2833
 KW2833  STATE/COUNTY-  PA/CUMBERLAND
 KW2833  USGS QUAD   -  CARLISLE (1984)
 KW2833
 KW2833                         *CURRENT SURVEY CONTROL
 KW2833  ___________________________________________________________________
 KW2833* NAD 83(1992)-  40 11 57.74417(N)    077 11 49.83613(W)     ADJUSTED  
 KW2833* NAVD 88     -                                                        
 KW2833  ___________________________________________________________________
 KW2833  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 KW2833  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 KW2833
 KW2833  HORZ ORDER  -  THIRD
 KW2833
 KW2833.The horizontal coordinates were established by classical geodetic methods
 KW2833.and adjusted by the National Geodetic Survey in June 2002..
 KW2833
 KW2833
 KW2833.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2833
 KW2833.The geoid height was determined by GEOID03.
 KW2833
 KW2833;                    North         East     Units Scale Factor Converg.
 KW2833;SPC PA S     -    96,307.696   647,068.368   MT  0.99996907   +0 21 31.2
 KW2833;SPC PA S     -   315,969.50  2,122,923.47   sFT  0.99996907   +0 21 31.2
 KW2833;UTM  18      - 4,452,201.138   312,988.514   MT  1.00003054   -1 25 06.9
 KW2833
 KW2833                          SUPERSEDED SURVEY CONTROL
 KW2833
 KW2833  NAD 83(1986)-  40 11 57.74031(N)    077 11 49.83908(W) AD(       ) 4
 KW2833  NAD 27      -  40 11 57.42200(N)    077 11 50.90500(W) AD(       ) 3
 KW2833
 KW2833.Superseded values are not recommended for survey control.
 KW2833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2833.See file dsdata.txt to determine how the superseded data were derived.
 KW2833
 KW2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK1298952201(NAD 83)
 KW2833_MARKER: 55 = TOWER
 KW2833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2833+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 KW2833
 KW2833  HISTORY     - Date     Condition        Report By
 KW2833  HISTORY     - 1942     FIRST OBSERVED   CGS
 KW2833  HISTORY     - 1952     GOOD             AMS
 KW2833  HISTORY     - 19980414 GOOD             USPSQD
 KW2833  HISTORY     - 20050727 GOOD             USPSQD
 KW2833
 KW2833                          STATION DESCRIPTION
 KW2833
 KW2833'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW2833'THIS INTERSECTION STATION IS THE CLOCK TOWER ON TRICKETT HALL WHICH
 KW2833'IS THE BUILDING HOUSING THE DICKENSON COLLEGE SCHOOL OF LAW.  THE
 KW2833'BUILDING IS OF RED BRICK WITH A WHITE CLOCK TOWER SURMOUNTED BY A
 KW2833'WHITE OPEN BELFRY.  THE POINT OBSERVED ON IS THE WEATHER VANE ON
 KW2833'TOP OF THE BELFRY.  STATION IS ON S COLLEGE STREET OPPOSITE W CHAPPEL
 KW2833'AVENUE.
 KW2833
 KW2833                          STATION RECOVERY (1952)
 KW2833
 KW2833'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 KW2833'STATION RECOVERED AS DESCRIBED.
 KW2833
 KW2833                          STATION RECOVERY (1998)
 KW2833
 KW2833'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW2833'RECOVERED IN GOOD CONDITION.
 KW2833
 KW2833                          STATION RECOVERY (2005)
 KW2833
 KW2833'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPP)
 KW2833'THE BUILDING WITH THE CLOCK TOWER IS LOCATED ON THE SOUTHWEST CORNER
 KW2833'OF WEST SOUTH STREET AND SOUTH COLLEGE STREET IN CARLISLE, PA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2832 ***********************************************************************
 KW2832  DESIGNATION -  CARLISLE WAR COL BARRACKS W TK
 KW2832  PID         -  KW2832
 KW2832  STATE/COUNTY-  PA/CUMBERLAND
 KW2832  USGS QUAD   -  CARLISLE (1984)
 KW2832
 KW2832                         *CURRENT SURVEY CONTROL
 KW2832  ___________________________________________________________________
 KW2832* NAD 83(1992)-  40 12 32.98087(N)    077 10 29.95702(W)     ADJUSTED  
 KW2832* NAVD 88     -                                                        
 KW2832  ___________________________________________________________________
 KW2832  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 KW2832  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 KW2832
 KW2832  HORZ ORDER  -  THIRD
 KW2832
 KW2832.The horizontal coordinates were established by classical geodetic methods
 KW2832.and adjusted by the National Geodetic Survey in June 2002..
 KW2832
 KW2832
 KW2832.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2832
 KW2832.The geoid height was determined by GEOID03.
 KW2832
 KW2832;                    North         East     Units Scale Factor Converg.
 KW2832;SPC PA S     -    97,406.545   648,950.446   MT  0.99996834   +0 22 23.0
 KW2832;SPC PA S     -   319,574.64  2,129,098.25   sFT  0.99996834   +0 22 23.0
 KW2832;UTM  18      - 4,453,241.142   314,903.879   MT  1.00002176   -1 24 16.3
 KW2832
 KW2832                          SUPERSEDED SURVEY CONTROL
 KW2832
 KW2832  NAD 83(1986)-  40 12 32.97347(N)    077 10 29.96000(W) AD(       ) 4
 KW2832  NAD 27      -  40 12 32.65100(N)    077 10 31.04400(W) AD(       ) 3
 KW2832
 KW2832.Superseded values are not recommended for survey control.
 KW2832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2832.See file dsdata.txt to determine how the superseded data were derived.
 KW2832
 KW2832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK1490453241(NAD 83)
 KW2832_MARKER: 53 = ELEVATED TANK
 KW2832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2832+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 KW2832
 KW2832  HISTORY     - Date     Condition        Report By
 KW2832  HISTORY     - 1960     FIRST OBSERVED   CGS
 KW2832  HISTORY     - 19980414 GOOD             USPSQD
 KW2832  HISTORY     - 20050725 GOOD             USPSQD
 KW2832
 KW2832                          STATION DESCRIPTION
 KW2832
 KW2832'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW2832'THE STATION IS THE BALL SHAPED VENT AT THE APEX AND CENTER OF THE
 KW2832'U.S. ARMY WAR COLLEGE BARRACKS WATER TANK.  LOCATED ABOUT
 KW2832'1.0 MILE EAST OF CARLISLE, 0.5 MILE SOUTH OF U.S. HIGHWAY 11, 0.2
 KW2832'MILE WEST OF THE EAST TANK AND IS IN THE EAST CENTRAL
 KW2832'SECTION OF THE COLLEGE YARD.  IT IS A 4-LACED CHANNEL COLUMN STEEL
 KW2832'LEG STRUCTURE, WHICH HAS A LONG SLENDER, HEMISPHERICAL BOTTOM
 KW2832'AND A CONE SHAPED TANK MOUNTED AT THEIR APEX.  THE STRUCTURE IS
 KW2832'SILVER IN COLOR AND THE OVERALL HEIGHT IS APPROXIMATELY 110
 KW2832'FEET.
 KW2832
 KW2832                          STATION RECOVERY (1998)
 KW2832
 KW2832'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW2832'RECOVERED IN GOOD CONDITION.
 KW2832
 KW2832                          STATION RECOVERY (2005)
 KW2832
 KW2832'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPP)
 KW2832'THE WATER TANK IS NOW BEIGE IN COLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2844 ***********************************************************************
 KW2844  DESIGNATION -  CARLISLE WAR COL BARRACKS E TK
 KW2844  PID         -  KW2844
 KW2844  STATE/COUNTY-  PA/CUMBERLAND
 KW2844  USGS QUAD   -  CARLISLE (1984)
 KW2844
 KW2844                         *CURRENT SURVEY CONTROL
 KW2844  ___________________________________________________________________
 KW2844* NAD 83(1992)-  40 12 37.70690(N)    077 10 07.60688(W)     ADJUSTED  
 KW2844* NAVD 88     -                                                        
 KW2844  ___________________________________________________________________
 KW2844  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 KW2844  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 KW2844
 KW2844  HORZ ORDER  -  THIRD
 KW2844
 KW2844.The horizontal coordinates were established by classical geodetic methods
 KW2844.and adjusted by the National Geodetic Survey in June 2002..
 KW2844
 KW2844
 KW2844.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2844
 KW2844.The geoid height was determined by GEOID03.
 KW2844
 KW2844;                    North         East     Units Scale Factor Converg.
 KW2844;SPC PA S     -    97,555.767   649,477.994   MT  0.99996824   +0 22 37.5
 KW2844;SPC PA S     -   320,064.21  2,130,829.05   sFT  0.99996824   +0 22 37.5
 KW2844;UTM  18      - 4,453,373.935   315,435.830   MT  1.00001934   -1 24 02.0
 KW2844
 KW2844                          SUPERSEDED SURVEY CONTROL
 KW2844
 KW2844  NAD 83(1986)-  40 12 37.69983(N)    077 10 07.60844(W) AD(       ) 4
 KW2844  NAD 27      -  40 12 37.37700(N)    077 10 08.69300(W) AD(       ) 3
 KW2844
 KW2844.Superseded values are not recommended for survey control.
 KW2844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2844.See file dsdata.txt to determine how the superseded data were derived.
 KW2844
 KW2844_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK1543653374(NAD 83)
 KW2844_MARKER: 53 = ELEVATED TANK
 KW2844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2844+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 KW2844
 KW2844  HISTORY     - Date     Condition        Report By
 KW2844  HISTORY     - 1960     FIRST OBSERVED   CGS
 KW2844  HISTORY     - 19980414 GOOD             USPSQD
 KW2844  HISTORY     - 20050725 GOOD             USPSQD
 KW2844
 KW2844                          STATION DESCRIPTION
 KW2844
 KW2844'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW2844'THE STATION IS THE BALL SHAPED VENT AT THE APEX AND CENTER OF THE
 KW2844'U.S. ARMY WAR COLLEGE BARRACKS WATER TANK.  LOCATED ABOUT
 KW2844'1.0 MILE EAST OF CARLISLE, 0.5 MILE SOUTH OF U.S. HIGHWAY 11 AND
 KW2844'ABOUT 0.2 MILE EAST OF THE WEST WATER TANK.  IT IS A
 KW2844'6-CHANNEL COLUMN STEEL LEG STRUCTURE WITH A HEMISPHERICAL BOTTOM AND
 KW2844'A CONE SHAPED ROOF TANK MOUNTED AT THEIR APEX.  THE STRUCTURE
 KW2844'IS SILVER IN COLOR AND THE OVERALL HEIGHT IS APPROXIMATELY 102 FEET.
 KW2844
 KW2844                          STATION RECOVERY (1998)
 KW2844
 KW2844'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW2844'RECOVERED IN GOOD CONDITION.
 KW2844
 KW2844                          STATION RECOVERY (2005)
 KW2844
 KW2844'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPP)
 KW2844'THE WATER TANK IS NOW LIGHT BLUE IN COLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5546 ***********************************************************************
 KV5546  DESIGNATION -  CARLSSON
 KV5546  PID         -  KV5546
 KV5546  STATE/COUNTY-  PA/BUCKS
 KV5546  USGS QUAD   -  TRENTON WEST (1995)
 KV5546
 KV5546                         *CURRENT SURVEY CONTROL
 KV5546  ___________________________________________________________________
 KV5546* NAD 83(1992)-  40 12 53.23492(N)    074 47 49.54494(W)     ADJUSTED  
 KV5546* NAVD 88     -        44.1    (meters)     145.     (feet)  VERTCON   
 KV5546  ___________________________________________________________________
 KV5546  X           -   1,279,027.399 (meters)                     COMP
 KV5546  Y           -  -4,706,659.987 (meters)                     COMP
 KV5546  Z           -   4,096,233.437 (meters)                     COMP
 KV5546  LAPLACE CORR-           4.44  (seconds)                    DEFLEC99
 KV5546  ELLIP HEIGHT-          10.88  (meters)          (10/23/02) GPS OBS
 KV5546  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KV5546
 KV5546  HORZ ORDER  -  FIRST
 KV5546  ELLP ORDER  -  FOURTH    CLASS I
 KV5546
 KV5546.The horizontal coordinates were established by GPS observations
 KV5546.and adjusted by the National Geodetic Survey in June 2002..
 KV5546
 KV5546.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5546
 KV5546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5546
 KV5546.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5546
 KV5546.The ellipsoidal height was determined by GPS observations
 KV5546.and is referenced to NAD 83.
 KV5546
 KV5546.The geoid height was determined by GEOID03.
 KV5546
 KV5546;                    North         East     Units Scale Factor Converg.
 KV5546;SPC PA S     -   102,073.904   851,313.139   MT  0.99996793   +1 54 57.0
 KV5546;SPC PA S     -   334,887.47  2,793,016.52   sFT  0.99996793   +1 54 57.0
 KV5546;SPC NJ       -   153,403.647   124,712.020   MT  0.99990787   -0 11 30.6
 KV5546;SPC NJ       -   503,291.80    409,159.35   sFT  0.99990787   -0 11 30.6
 KV5546;UTM  18      - 4,451,616.710   517,265.458   MT  0.99960367   +0 07 51.6
 KV5546
 KV5546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5546!SPC PA S     -   0.99999829  x   0.99996793  =   0.99996622
 KV5546!SPC NJ       -   0.99999829  x   0.99990787  =   0.99990616
 KV5546!UTM  18      -   0.99999829  x   0.99960367  =   0.99960196
 KV5546
 KV5546|---------------------------------------------------------------------|
 KV5546| PID    Reference Object                     Distance      Geod. Az  |
 KV5546|                                                           dddmmss.s |
 KV5546| CB5752 CARLSSON RM 1                                      16151     |
 KV5546| KV5587 AIRWAY BEACON 71 A                  APPROX. 4.7 KM 1820037.0 |
 KV5546| CB5751 CARLSSON AZ MK                                     2080056.6 |
 KV5546| CB5753 CARLSSON RM 2                                      25309     |
 KV5546|---------------------------------------------------------------------|
 KV5546
 KV5546                          SUPERSEDED SURVEY CONTROL
 KV5546
 KV5546  ELLIP H (06/21/02)   10.90   (m)                       GP(       ) 4 1
 KV5546  NAD 83(1996)-  40 12 53.23317(N)    074 47 49.54499(W) AD(       ) 1
 KV5546  NAD 83(1996)-  40 12 53.23496(N)    074 47 49.54486(W) AD(       ) 1
 KV5546  NAD 83(1986)-  40 12 53.23421(N)    074 47 49.54753(W) AD(       ) 1
 KV5546  NAD 83(1986)-  40 12 53.23069(N)    074 47 49.54658(W) AD(       ) 1
 KV5546  NAD 27      -  40 12 52.83800(N)    074 47 50.96100(W) AD(       ) 1
 KV5546  NGVD 29 (09/20/93)   44.4    (m)          146.     (f) GPS OBS        
 KV5546
 KV5546.Superseded values are not recommended for survey control.
 KV5546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5546.See file dsdata.txt to determine how the superseded data were derived.
 KV5546
 KV5546_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1726551617(NAD 83)
 KV5546_MARKER: DS = TRIANGULATION STATION DISK
 KV5546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5546_SP_SET: CONCRETE POST
 KV5546_STAMPING: CARLSON 1933
 KV5546_MARK LOGO: CGS   
 KV5546_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5546+STABILITY: SURFACE MOTION
 KV5546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5546+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1990
 KV5546
 KV5546  HISTORY     - Date     Condition        Report By
 KV5546  HISTORY     - 1933     MONUMENTED       CGS
 KV5546  HISTORY     - 1933     GOOD             CGS
 KV5546  HISTORY     - 1934     GOOD             NJGS
 KV5546  HISTORY     - 1947     GOOD             CGS
 KV5546  HISTORY     - 19900228 GOOD             NJGS
 KV5546
 KV5546                          STATION DESCRIPTION
 KV5546
 KV5546'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HCW)
 KV5546'THIS STATION IS AT MORRISVILLE HEIGHTS, WHICH IS ABOUT 1-1/4 MILES
 KV5546'WNW OF THE CENTER OF MORRISVILLE, AND ON THE PROPERTY OF J.
 KV5546'BURT CARLSSON.
 KV5546'
 KV5546'SURFACE, UNDERGROUND, REFERENCE MARKS NO. 1 AND 2 AND AZIMUTH MARK
 KV5546'ARE STANDARD BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN
 KV5546'NOTES 1B, 7A AND 11B.
 KV5546'
 KV5546'REFERENCE MARK NO. 1 IS E OF THE STATION, 24 FEET E OF THE CENTER
 KV5546'LINE OF FERRY ROAD, 5 PACES NE OF A TELEPHONE POLE, 24 PACES N OF THE
 KV5546'INTERSECTION OF FERRY ROAD AND JUNIPER STREET AND PROJECTS 10 INCHES.
 KV5546'REFERENCE MARK NO. 2 IS SW OF THE STATION, 17 FEET E OF THE CENTER
 KV5546'LINE OF ARBOR LEA AVENUE 24 FEET S OF THE CENTER LINE OF JUNIPER
 KV5546'STREET, 35 FEET E OF A HYDRANT, 1 FOOT N OF P.S.G. AND E.  COMPANY
 KV5546'POLE NO. 262, BETWEEN SIDEWALK AND CURB AND PROJECTS 10 INCHES.
 KV5546'
 KV5546'THE AZIMUTH MARK IS ABOUT 0.2 MILE SOUTH OF THE STATION, 19 FEET WEST
 KV5546'OF FERRY STREET, 23 FEET N OF CENTER LINE OF PROPOSED STREET,
 KV5546'33.5 FEET W OF TELEPHONE POLE NO. 2927, 45 FEET S OF A SOFT MAPLE
 KV5546'TREE AND PROJECTS 10 INCHES.
 KV5546'
 KV5546'TO REACH FROM MORRISVILLE FOLLOW PENNSYLVANIA AVENUE N FROM PRYORS
 KV5546'DRUG STORE AT THE CORNER OF PENNSYLVANIA AVENUE AND E BRIDGE STREET
 KV5546'0.75 MILE TO A BOULEVARD STOP STREET.  CROSS STREET AND CONTINUE
 KV5546'STRAIGHT AHEAD 0.55 MILE TO ARBOR LEA AVENUE.  TURN RIGHT ONTO
 KV5546'ARBOR LEA AVENUE AND FOLLOW 0.2 MILE TO THE CARLSSON HOME WHICH IS
 KV5546'NO. 111 AND IS A RED BRICK HOUSE WITH GREEN SHUTTERS.  THE MARK IS
 KV5546'96 FEET E OF THE NE CORNER OF THE CARLSSON HOME, 10 FEET W OF THE E
 KV5546'PROPERTY LINE, 91 FEET SE OF THE SE CORNER OF THE TAYLOR HOME AND
 KV5546'PROJECTS 8 INCHES.
 KV5546'
 KV5546'A 90-FOOT TOWER WAS ERECTED.
 KV5546
 KV5546                          STATION RECOVERY (1933)
 KV5546
 KV5546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 KV5546'RECOVERED IN GOOD CONDITION.
 KV5546
 KV5546                          STATION RECOVERY (1934)
 KV5546
 KV5546'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1934
 KV5546'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED, IN GOOD
 KV5546'CONDITION.
 KV5546
 KV5546                          STATION RECOVERY (1947)
 KV5546
 KV5546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5546'STATION MARK, R.M. 2, AND AZIMUTH MARK WERE RECOVERED IN GOOD
 KV5546'CONDITION.  R.M. 1 WAS NOT FOUND AND IT IS BELIEVED THE MONUMENT
 KV5546'WAS DESTROYED WHEN THE AREA WAS CLEARED RECENTLY WITH A BULLDOZER FOR
 KV5546'HOUSE SITES.  THE 1933 DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 KV5546'CHANGES-
 KV5546'
 KV5546'1. CHANGE J. BURT CARLSSON TO WM. J. HEALY WHERE IT APPEARS IN THE
 KV5546'DESCRIPTION.
 KV5546'
 KV5546'2. IN THE DESCRIPTION OF R.M. 2 CHANGE 35 FEET E OF A HYDRANT TO 5.6
 KV5546'FEET E OF A FIRE HYDRANT.
 KV5546'
 KV5546'3. IN THE DESCRIPTION OF THE AZIMUTH MARK CHANGE PROPOSED STREET TO
 KV5546'WOOD STREET.  DELETE 33.5 FEET W OF TELEPHONE---SOFT MAPLE TREE AND
 KV5546'ADD 4 FEET W OF A 16-INCH TREE, 109 FEET W OF A FIRE HYDRANT.
 KV5546'
 KV5546'4. CHANGE TURN RIGHT ONTO ARBOR LEA AVENUE TO TURN LEFT ONTO ARBOR
 KV5546'LEA AVENUE.
 KV5546
 KV5546                          STATION RECOVERY (1990)
 KV5546
 KV5546'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1990
 KV5546'THE STATION IS LOCATED IN LOWER MAKEFIELD TOWNSHIP, IN THE AREA KNOWN
 KV5546'AS MORRISVILLE HEIGHTS, ON THE SOUTHEAST SIDE OF ARBORLEA AVENUE, IN
 KV5546'THE BACK YARD AT HOUSE NUMBER 111, THE 2.5 STORY BRICK RESIDENCE OF
 KV5546'MR. CHOMKO.  TO REACH THE STATION FROM THE JUNCTION OF PENNSYLVANIA
 KV5546'AVENUE AND TRENTON AVENUE IN MORRISVILLE BOROUGH, GO 0.96 KM
 KV5546'(0.60 MI) NORTHWEST ON PENNSYLVANIA AVENUE, BECOMING MORRISVILLE
 KV5546'YARDLEY ROAD, TO THE JUNCTION WITH ARBORLEA AVENUE.  TURN LEFT AND GO
 KV5546'0.32 KM (0.20 MI) SOUTHWEST ON ARBORLEA AVENUE TO HOUSE NUMBER 111
 KV5546'AND THE STATION ON THE LEFT.  THE STATION IS 10.35 M (33.96 FT)
 KV5546'SOUTHWEST OF THE NORTHEAST CORNER OF THE SPLIT RAIL FENCE, 8.5 M
 KV5546'(27.9 FT) NORTHEAST OF THE SOUTHWEST CORNER OF THE FENCE, 2.25 M
 KV5546'(7.38 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A WOODEN GAZEBO IN THE
 KV5546'YARD, 4.3 M (14.1 FT) SOUTH SOUTHEAST OF THE NORTHEAST CORNER OF THE
 KV5546'GAZEBO AND 9.1 M (29.9 FT) SOUTH OF THE SOUTHEAST CORNER OF THE
 KV5546'GARAGE. THE STATION IS 0.3 M (1.0 FT) ABOVE THE GROUND.  NO
 KV5546'MEASURMENTS TO THE REFERENCE MARKS WERE MADE AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2102 ***********************************************************************
 KX2102  DESIGNATION -  CARNAHAN
 KX2102  PID         -  KX2102
 KX2102  STATE/COUNTY-  PA/WESTMORELAND
 KX2102  USGS QUAD   -  FREEPORT (1993)
 KX2102
 KX2102                         *CURRENT SURVEY CONTROL
 KX2102  ___________________________________________________________________
 KX2102* NAD 83(1992)-  40 38 13.78476(N)    079 40 22.17150(W)     ADJUSTED  
 KX2102* NAVD 88     -       408.     (meters)    1339.     (feet)  SCALED    
 KX2102  ___________________________________________________________________
 KX2102  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 KX2102  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 KX2102
 KX2102  HORZ ORDER  -  SECOND
 KX2102
 KX2102.The horizontal coordinates were established by classical geodetic methods
 KX2102.and adjusted by the National Geodetic Survey in June 2002..
 KX2102
 KX2102.The orthometric height was scaled from a topographic map.
 KX2102
 KX2102.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2102
 KX2102.The geoid height was determined by GEOID03.
 KX2102
 KX2102;                    North         East     Units Scale Factor Converg.
 KX2102;SPC PA S     -   146,542.500   437,357.404   MT  0.99996478   -1 14 51.1
 KX2102;SPC PA S     -   480,781.52  1,434,896.75   sFT  0.99996478   -1 14 51.1
 KX2102;UTM  17      - 4,499,326.526   612,228.803   MT  0.99975503   +0 51 52.0
 KX2102
 KX2102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2102!SPC PA S     -   0.99994129  x   0.99996478  =   0.99990607
 KX2102!UTM  17      -   0.99994129  x   0.99975503  =   0.99969634
 KX2102
 KX2102:                Primary Azimuth Mark                     Grid Az
 KX2102:SPC PA S     -  CARNAHAN AZ MK                           043 27 14.2
 KX2102:UTM  17      -  CARNAHAN AZ MK                           041 20 31.1
 KX2102
 KX2102|---------------------------------------------------------------------|
 KX2102| PID    Reference Object                     Distance      Geod. Az  |
 KX2102|                                                           dddmmss.s |
 KX2102| CX3377 CARNAHAN AZ MK                                     0421223.1 |
 KX2102| CX3378 CARNAHAN RM 1                        16.045 METERS 05918     |
 KX2102| KX2103 MCGINNIS                             14.738 METERS 18409     |
 KX2102|---------------------------------------------------------------------|
 KX2102
 KX2102                          SUPERSEDED SURVEY CONTROL
 KX2102
 KX2102  NAD 83(1986)-  40 38 13.78940(N)    079 40 22.17727(W) AD(       ) 2
 KX2102  NAD 27      -  40 38 13.55830(N)    079 40 23.00750(W) AD(       ) 2
 KX2102
 KX2102.Superseded values are not recommended for survey control.
 KX2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2102.See file dsdata.txt to determine how the superseded data were derived.
 KX2102
 KX2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE1222999327(NAD 83)
 KX2102_MARKER: DS = TRIANGULATION STATION DISK
 KX2102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2102
 KX2102  HISTORY     - Date     Condition        Report By
 KX2102  HISTORY     - 1958     MONUMENTED       CGS
 KX2102
 KX2102                          STATION DESCRIPTION
 KX2102
 KX2102'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2102'THE STATION IS APPROXIMATELY 4.0 MILES SOUTH-SOUTHEAST OF FREEPORT,
 KX2102'3-1/2 MILES WEST OF LEECHBURG, ON THE SUMMIT OF A PARTLY
 KX2102'TIMBERED HILL AND ON THE PROPERTY OF MR. PAUL F. CARNAHAN OF
 KX2102'CHESWICK, PENNSYLVANIA.
 KX2102'
 KX2102'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 66 AND STATE HIGHWAY 356
 KX2102'IN LEECHBURG, GO SOUTHWEST, ACROSS BRIDGE, AND FOLLOW
 KX2102'HIGHWAY 356 FOR 0.95 MILE TO A SIDE ROAD LEFT, TURN LEFT, LEAVING
 KX2102'HIGHWAY 356 AND FOLLOW BLACKTOP ROAD FOR 0.3 MILE TO
 KX2102'CROSSROADS, (JUNCTION OF STATE HIGHWAY 56) CONTINUE STRAIGHT AHEAD ON
 KX2102'BLACKTOP ROAD AND GO 1.75 MILES TO CROSSROADS, (LOCALLY
 KX2102'KNOWN AS SHEARERS CROSSROADS) TURN RIGHT AND FOLLOW BLACKTOP ROAD
 KX2102'FOR 2.15 MILES TO GRAVEL DRIVE ON THE LEFT, TURN LEFT ON
 KX2102'DRIVEWAY BETWEEN HOUSES AND GO ABOUT 75 FEET TO SECOND DRIVEWAY ON
 KX2102'LEFT AND DIM TRACK ROAD ON THE LEFT, TURN LEFT AND FOLLOW
 KX2102'TRACK ROAD, UPHILL FOR 0.15 MILE TO OLD GAS WELL ON THE RIGHT,
 KX2102'CONTINUE FOR ABOUT 50 FEET TO THE STATION ON THE LEFT IN SMALL
 KX2102'CLEARING ON THE HIGHEST PART OF HILL.
 KX2102'
 KX2102'STATION MARKS ARE STANDARD DISKS STAMPED CARNAHAN 1958. THE SURFACE
 KX2102'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6
 KX2102'INCHES. IT IS 50 FEET SOUTHWEST OF AN 8-INCH TREE WITH TRIANGULAR
 KX2102'BLAZE, 30 FEET EAST-NORTHEAST OF AN 8-INCH TREE WITH
 KX2102'TRIANGULAR BLAZE AND ABOUT 100 FEET SOUTHWEST OF A GAS WELL. A
 KX2102'STANDARD WITNESS POST WAS SET 3 FEET NORTH-NORTHWEST OF THE
 KX2102'MARK. THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 30
 KX2102'INCHES BELOW THE SURFACE OF THE GROUND.
 KX2102'
 KX2102'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CARNAHAN NO 1 1958, IS
 KX2102'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 KX2102'IT IS 73-1/2 FEET SOUTH OF GAS WELL AND 4 FEET EAST-SOUTHEAST OF AN
 KX2102'8-INCH TREE WITH TRIANGULAR BLAZE.
 KX2102'
 KX2102'REFERENCE MARK NO. 2, A STANDARD U.S. GEOLOGICAL SURVEY STATION DISK
 KX2102'(NO STAMPING) IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 KX2102'INCHES. IT IS 44 FEET SOUTH-SOUTHEAST OF AN 8-INCH TREE WITH
 KX2102'TRIANGULAR BLAZE AND 27-1/2 FEET EAST OF A 6-INCH TREE WITH
 KX2102'TRIANGULAR BLAZE.
 KX2102'
 KX2102'AZIMUTH MARK IS A STANDARD DISK STAMPED CARNAHAN 1958, SET IN A
 KX2102'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS 21 FEET
 KX2102'EAST-NORTHEAST OF THE CENTER OF PAVED ROAD, 20 FEET NORTH-NORTHWEST
 KX2102'OF THE CENTER OF GRAVEL DRIVE AND 4 FEET EAST OF A POWER LINE
 KX2102'POLE. A STANDARD WITNESS POST WAS SET 1 FOOT NORTH-NORTHWEST OF THE
 KX2102'MARK.
 KX2102'
 KX2102'TO REACH THE AZIMUTH MARK FROM THE GRAVEL DRIVE ON LEFT, MENTIONED
 KX2102'ABOVE, GO EASTERLY ON BLACKTOP ROAD FOR 0.25 MILE TO A
 KX2102'GRAVEL DRIVE ON THE RIGHT AND THE AZIMUTH MARK ON THE RIGHT NEAR
 KX2102'POWER LINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0300 ***********************************************************************
 KY0300  DESIGNATION -  CARNEGIE
 KY0300  PID         -  KY0300
 KY0300  STATE/COUNTY-  PA/ALLEGHENY
 KY0300  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0300
 KY0300                         *CURRENT SURVEY CONTROL
 KY0300  ___________________________________________________________________
 KY0300* NAD 83(1986)-  40 24 24.     (N)    080 05 15.     (W)     SCALED    
 KY0300* NAVD 88     -       235.692  (meters)     773.27   (feet)  ADJUSTED  
 KY0300  ___________________________________________________________________
 KY0300  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KY0300  DYNAMIC HT  -         235.569 (meters)     772.86  (feet)  COMP
 KY0300  MODELED GRAV-     980,100.1   (mgal)                       NAVD 88
 KY0300
 KY0300  VERT ORDER  -  SECOND    CLASS 0
 KY0300
 KY0300.The horizontal coordinates were scaled from a topographic map and have
 KY0300.an estimated accuracy of +/- 6 seconds.
 KY0300
 KY0300.The orthometric height was determined by differential leveling
 KY0300.and adjusted by the National Geodetic Survey in June 1991..
 KY0300
 KY0300.The geoid height was determined by GEOID03.
 KY0300
 KY0300.The dynamic height is computed by dividing the NAVD 88
 KY0300.geopotential number by the normal gravity value computed on the
 KY0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0300.degrees latitude (g = 980.6199 gals.).
 KY0300
 KY0300.The modeled gravity was interpolated from observed gravity values.
 KY0300
 KY0300;                    North         East    Units  Estimated Accuracy
 KY0300;SPC PA S     -   121,800.      401,610.      MT  (+/- 180 meters Scaled)
 KY0300
 KY0300                          SUPERSEDED SURVEY CONTROL
 KY0300
 KY0300  NGVD 29 (??/??/92)  235.843  (m)          773.76   (f) ADJ UNCH    2 0
 KY0300
 KY0300.Superseded values are not recommended for survey control.
 KY0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0300.See file dsdata.txt to determine how the superseded data were derived.
 KY0300
 KY0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE774732(NAD 83)
 KY0300_MARKER: DB = BENCH MARK DISK
 KY0300_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0300_SP_SET: CONC FOOTING
 KY0300_STAMPING: CARNEGIE 1935
 KY0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0300
 KY0300  HISTORY     - Date     Condition        Report By
 KY0300  HISTORY     - 1935     MONUMENTED       CGS
 KY0300  HISTORY     - 1960     GOOD             NGS
 KY0300  HISTORY     - 1960     GOOD             NGS
 KY0300  HISTORY     - 19920701 MARK NOT FOUND   USGS
 KY0300  HISTORY     - 20040521 MARK NOT FOUND   USPSQD
 KY0300
 KY0300                          STATION DESCRIPTION
 KY0300
 KY0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0300'AT CARNEGIE.
 KY0300'AT CARNEGIE, ALONG MAIN STREET, IN TOP OF THE SOUTHWEST END
 KY0300'OF THE CONCRETE FOOTING OF NORTHWEST CONCRETE BANISTER OF
 KY0300'CONCRETE BRIDGE OVER CHARTIERS CREEK, 8.9 FEET NORTHWEST OF
 KY0300'THE NORTHWEST CURB OF MAIN STREET, 1 FOOT NORTHEAST OF THE
 KY0300'SOUTHWEST END OF BANISTER, 1/2 FOOT SOUTHEAST OF BANISTER,
 KY0300'AND ABOUT LEVEL WITH THE SIDEWALK.
 KY0300
 KY0300                          STATION RECOVERY (1960)
 KY0300
 KY0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KY0300'RECOVERED IN GOOD CONDITION.
 KY0300
 KY0300                          STATION RECOVERY (1992)
 KY0300
 KY0300'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 KY0300'MARK NOT FOUND.
 KY0300
 KY0300                          STATION RECOVERY (2004)
 KY0300
 KY0300'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 KY0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3069 ***********************************************************************
 KY3069  DESIGNATION -  CARNEGIE CHARTIERS CC WATER TK
 KY3069  PID         -  KY3069
 KY3069  STATE/COUNTY-  PA/ALLEGHENY
 KY3069  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY3069
 KY3069                         *CURRENT SURVEY CONTROL
 KY3069  ___________________________________________________________________
 KY3069* NAD 83(1992)-  40 25 54.26972(N)    080 05 51.41178(W)     ADJUSTED  
 KY3069* NAVD 88     -                                                        
 KY3069  ___________________________________________________________________
 KY3069  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 KY3069  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KY3069
 KY3069  HORZ ORDER  -  THIRD
 KY3069
 KY3069.The horizontal coordinates were established by classical geodetic methods
 KY3069.and adjusted by the National Geodetic Survey in June 2002..
 KY3069
 KY3069
 KY3069.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3069
 KY3069.The geoid height was determined by GEOID03.
 KY3069
 KY3069;                    North         East     Units Scale Factor Converg.
 KY3069;SPC PA S     -   124,609.237   400,827.941   MT  0.99995955   -1 31 23.2
 KY3069;SPC PA S     -   408,822.14  1,315,049.67   sFT  0.99995955   -1 31 23.2
 KY3069;UTM  17      - 4,476,069.025   576,540.567   MT  0.99967211   +0 35 06.9
 KY3069
 KY3069                          SUPERSEDED SURVEY CONTROL
 KY3069
 KY3069  NAD 83(1995)-  40 25 54.27026(N)    080 05 51.41340(W) AD(       ) 4
 KY3069  NAD 83(1986)-  40 25 54.27421(N)    080 05 51.42132(W) AD(       ) 4
 KY3069  NAD 27      -  40 25 54.02700(N)    080 05 52.21800(W) AD(       ) 3
 KY3069
 KY3069.Superseded values are not recommended for survey control.
 KY3069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3069.See file dsdata.txt to determine how the superseded data were derived.
 KY3069
 KY3069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE7654176069(NAD 83)
 KY3069_MARKER: 53 = ELEVATED TANK
 KY3069
 KY3069  HISTORY     - Date     Condition        Report By
 KY3069  HISTORY     - 1960     FIRST OBSERVED   CGS
 KY3069  HISTORY     - 1971     GOOD             NGS
 KY3069  HISTORY     - 20040522 MARK NOT FOUND   USPSQD
 KY3069
 KY3069                          STATION DESCRIPTION
 KY3069
 KY3069'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KY3069'STATION IS CONSTRUCTED OF 4-VERTICLE STEEL LACED COLUMNS WITH A
 KY3069'TANK WHICH HAS A CONICAL ROOF AND HEMISPHERICAL BOTTOM AND A STEEL
 KY3069'BALL ON TOP.  IT IS SILVER IN COLOR AND APPROXIMATELY 150 FEET IN
 KY3069'HEIGHT. IT IS LOCATED ON A LOW HILL, ABOUT 2 MILES NORTHWEST OF
 KY3069'CARNEGIE, 0.1 MILE NORTHWEST OF BALDWIN ROAD, 1/2 MILE
 KY3069'WEST-SOUTHWEST OF THE CHARTIERS COUNTRY CLUB BUILDING AND 0.1 MILE
 KY3069'SOUTHWEST OF A GRAVELED ROAD.
 KY3069
 KY3069                          STATION RECOVERY (1971)
 KY3069
 KY3069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMR)
 KY3069'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS GOOD WITH
 KY3069'THE FOLLOWING CHANGE.  THE TANK IS NOW PAINTED GREEN INSTEAD OF
 KY3069'SILVER.
 KY3069
 KY3069                          STATION RECOVERY (2004)
 KY3069
 KY3069'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM)
 KY3069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3082 ***********************************************************************
 KY3082  DESIGNATION -  CARNEGIE NORTH BASE
 KY3082  PID         -  KY3082
 KY3082  STATE/COUNTY-  PA/ALLEGHENY
 KY3082  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY3082
 KY3082                         *CURRENT SURVEY CONTROL
 KY3082  ___________________________________________________________________
 KY3082* NAD 83(1992)-  40 24 21.45309(N)    080 04 37.56688(W)     ADJUSTED  
 KY3082* NAVD 88     -       280.     (meters)     919.     (feet)  SCALED    
 KY3082  ___________________________________________________________________
 KY3082  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 KY3082  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KY3082
 KY3082  HORZ ORDER  -  THIRD
 KY3082
 KY3082.The horizontal coordinates were established by classical geodetic methods
 KY3082.and adjusted by the National Geodetic Survey in June 2002..
 KY3082
 KY3082.The orthometric height was scaled from a topographic map.
 KY3082
 KY3082.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3082
 KY3082.The geoid height was determined by GEOID03.
 KY3082
 KY3082;                    North         East     Units Scale Factor Converg.
 KY3082;SPC PA S     -   121,701.339   402,492.388   MT  0.99995980   -1 30 35.3
 KY3082;SPC PA S     -   399,281.81  1,320,510.44   sFT  0.99995980   -1 30 35.3
 KY3082;UTM  17      - 4,473,225.138   578,310.354   MT  0.99967549   +0 35 53.7
 KY3082
 KY3082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3082!SPC PA S     -   0.99996140  x   0.99995980  =   0.99992121
 KY3082!UTM  17      -   0.99996140  x   0.99967549  =   0.99963691
 KY3082
 KY3082:                Primary Azimuth Mark                     Grid Az
 KY3082:SPC PA S     -  CARNEGIE SOUTH BASE                      202 51 03.6
 KY3082:UTM  17      -  CARNEGIE SOUTH BASE                      200 44 34.6
 KY3082
 KY3082|---------------------------------------------------------------------|
 KY3082| PID    Reference Object                     Distance      Geod. Az  |
 KY3082|                                                           dddmmss.s |
 KY3082| KY3083 CARNEGIE SOUTH BASE                 APPROX. 2.1 KM 2012028.3 |
 KY3082|---------------------------------------------------------------------|
 KY3082
 KY3082                          SUPERSEDED SURVEY CONTROL
 KY3082
 KY3082  NAD 83(1995)-  40 24 21.45352(N)    080 04 37.56790(W) AD(       ) 3
 KY3082  NAD 83(1986)-  40 24 21.45661(N)    080 04 37.57517(W) AD(       ) 3
 KY3082  NAD 27      -  40 24 21.21029(N)    080 04 38.37653(W) AD(       ) 3
 KY3082
 KY3082.Superseded values are not recommended for survey control.
 KY3082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3082.See file dsdata.txt to determine how the superseded data were derived.
 KY3082
 KY3082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE7831073225(NAD 83)
 KY3082_MARKER: Z = SEE DESCRIPTION
 KY3082_SETTING: 0 = UNSPECIFIED SETTING
 KY3082_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3082
 KY3082  HISTORY     - Date     Condition        Report By
 KY3082  HISTORY     - 1914     MONUMENTED       USGS
 KY3082
 KY3082                          STATION DESCRIPTION
 KY3082
 KY3082'DESCRIBED BY US GEOLOGICAL SURVEY 1914 (GTH)
 KY3082'SITUATED 0.1 MI N. OF WABASH-PITTSBURGH TERMINAL STATION AT
 KY3082'CARNEGIE, ON BANK OF CUT WEST OF RR., 65.5 FT W. OF W. RAIL.
 KY3082'
 KY3082'STATION MARK--  AN IRON BENCH MARK POST SET 3.5 FT IN GROUND.
 KY3082'
 KY3082'REFERENCE MARK 1 - 14.15 FT W. TO CURB INSIDE LINE ON E. SIDE OF
 KY3082'PAVED STREETS.  RM 2 - SE. CORNER OF TWO-STORY HOUSE 139.8 FT. RM
 KY3082'3 - S. END OF STRAIGHT CURB LINE 137 FEET ON W. SIDE OF PAVED
 KY3082'STREET, N 38 DEG 26 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3083 ***********************************************************************
 KY3083  DESIGNATION -  CARNEGIE SOUTH BASE
 KY3083  PID         -  KY3083
 KY3083  STATE/COUNTY-  PA/ALLEGHENY
 KY3083  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY3083
 KY3083                         *CURRENT SURVEY CONTROL
 KY3083  ___________________________________________________________________
 KY3083* NAD 83(1992)-  40 23 17.02275(N)    080 05 10.48809(W)     ADJUSTED  
 KY3083* NAVD 88     -       268.     (meters)     879.     (feet)  SCALED    
 KY3083  ___________________________________________________________________
 KY3083  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 KY3083  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 KY3083
 KY3083  HORZ ORDER  -  THIRD
 KY3083
 KY3083.The horizontal coordinates were established by classical geodetic methods
 KY3083.and adjusted by the National Geodetic Survey in June 2002..
 KY3083
 KY3083.The orthometric height was scaled from a topographic map.
 KY3083
 KY3083.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3083
 KY3083.The geoid height was determined by GEOID03.
 KY3083
 KY3083;                    North         East     Units Scale Factor Converg.
 KY3083;SPC PA S     -   119,735.247   401,663.859   MT  0.99996009   -1 30 56.7
 KY3083;SPC PA S     -   392,831.39  1,317,792.18   sFT  0.99996009   -1 30 56.7
 KY3083;UTM  17      - 4,471,230.471   577,554.919   MT  0.99967404   +0 35 31.6
 KY3083
 KY3083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3083!SPC PA S     -   0.99996328  x   0.99996009  =   0.99992337
 KY3083!UTM  17      -   0.99996328  x   0.99967404  =   0.99963734
 KY3083
 KY3083:                Primary Azimuth Mark                     Grid Az
 KY3083:SPC PA S     -  CARNEGIE NORTH BASE                      022 51 03.7
 KY3083:UTM  17      -  CARNEGIE NORTH BASE                      020 44 35.4
 KY3083
 KY3083|---------------------------------------------------------------------|
 KY3083| PID    Reference Object                     Distance      Geod. Az  |
 KY3083|                                                           dddmmss.s |
 KY3083| KY3082 CARNEGIE NORTH BASE                 APPROX. 2.1 KM 0212007.0 |
 KY3083|---------------------------------------------------------------------|
 KY3083
 KY3083                          SUPERSEDED SURVEY CONTROL
 KY3083
 KY3083  NAD 83(1995)-  40 23 17.02323(N)    080 05 10.48902(W) AD(       ) 3
 KY3083  NAD 83(1986)-  40 23 17.02629(N)    080 05 10.49641(W) AD(       ) 3
 KY3083  NAD 27      -  40 23 16.77939(N)    080 05 11.29690(W) AD(       ) 3
 KY3083
 KY3083.Superseded values are not recommended for survey control.
 KY3083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3083.See file dsdata.txt to determine how the superseded data were derived.
 KY3083
 KY3083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE7755571230(NAD 83)
 KY3083_MARKER: Z = SEE DESCRIPTION
 KY3083_SETTING: 0 = UNSPECIFIED SETTING
 KY3083_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3083
 KY3083  HISTORY     - Date     Condition        Report By
 KY3083  HISTORY     - 1914     MONUMENTED       USGS
 KY3083
 KY3083                          STATION DESCRIPTION
 KY3083
 KY3083'DESCRIBED BY US GEOLOGICAL SURVEY 1914 (GTH)
 KY3083'SITUATED 1.3 MI S. OF CARNEGIE RR. STATION, WABASH-PITTSBURGH
 KY3083'TERMINAL, 31 FT E. OF TRACK, 5 FT E. OF EDGE OF STEEP BANK OF RR.
 KY3083'CUT AND ABOUT 100 FT S. OF THE S. END OF TANGENT.
 KY3083'
 KY3083'STATION MARK--  IRON BENCH MARK POST SET IN GROUND, TOP PROJECTS 6
 KY3083'IN. ABOVE SURFACE.
 KY3083'
 KY3083'REFERENCE MARKS - CENTER OF OIL WELL, 121.5 FT DISTANT, N 08 DEG
 KY3083'46 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU4499 ***********************************************************************
 JU4499  DESIGNATION -  CARPENTER
 JU4499  PID         -  JU4499
 JU4499  STATE/COUNTY-  PA/PHILADELPHIA
 JU4499  USGS QUAD   -  PHILADELPHIA (1994)
 JU4499
 JU4499                         *CURRENT SURVEY CONTROL
 JU4499  ___________________________________________________________________
 JU4499* NAD 83(1996)-  39 56 04.01479(N)    075 08 43.42550(W)     ADJUSTED  
 JU4499* NAVD 88     -         6.3    (meters)      21.     (feet)  GPS OBS   
 JU4499  ___________________________________________________________________
 JU4499  X           -   1,255,522.346 (meters)                     COMP
 JU4499  Y           -  -4,733,690.216 (meters)                     COMP
 JU4499  Z           -   4,072,390.208 (meters)                     COMP
 JU4499  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 JU4499  ELLIP HEIGHT-         -26.61  (meters)          (08/10/01) GPS OBS
 JU4499  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JU4499
 JU4499  HORZ ORDER  -  FIRST
 JU4499  ELLP ORDER  -  FOURTH    CLASS II
 JU4499
 JU4499.The horizontal coordinates were established by GPS observations
 JU4499.and adjusted by the National Geodetic Survey in May 1999..
 JU4499
 JU4499.The orthometric height was determined by GPS observations and a
 JU4499.high-resolution geoid model.
 JU4499
 JU4499.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4499
 JU4499.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4499
 JU4499.The ellipsoidal height was determined by GPS observations
 JU4499.and is referenced to NAD 83.
 JU4499
 JU4499.The geoid height was determined by GEOID03.
 JU4499
 JU4499;                    North         East     Units Scale Factor Converg.
 JU4499;SPC PA S     -    70,027.530   822,597.404   MT  0.99999983   +1 41 23.5
 JU4499;SPC PA S     -   229,748.65  2,698,804.98   sFT  0.99999983   +1 41 23.5
 JU4499;SPC NJ       -   122,436.123    94,839.793   MT  0.99993745   -0 24 51.5
 JU4499;SPC NJ       -   401,692.51    311,153.55   sFT  0.99993745   -0 24 51.5
 JU4499;UTM  18      - 4,420,491.808   487,577.182   MT  0.99960190   -0 05 36.0
 JU4499
 JU4499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4499!SPC PA S     -   1.00000417  x   0.99999983  =   1.00000400
 JU4499!SPC NJ       -   1.00000417  x   0.99993745  =   0.99994162
 JU4499!UTM  18      -   1.00000417  x   0.99960190  =   0.99960607
 JU4499
 JU4499                          SUPERSEDED SURVEY CONTROL
 JU4499
 JU4499  NAD 83(1992)-  39 56 04.01423(N)    075 08 43.42569(W) AD(       ) 1
 JU4499  ELLIP H (06/28/94)  -26.65   (m)                       GP(       ) 4 1
 JU4499
 JU4499.Superseded values are not recommended for survey control.
 JU4499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4499.See file dsdata.txt to determine how the superseded data were derived.
 JU4499
 JU4499_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8757720492(NAD 83)
 JU4499_MARKER: DD = SURVEY DISK
 JU4499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4499_SP_SET: CONCRETE POST
 JU4499_STAMPING: CARPENTER 1993
 JU4499_MARK LOGO: PA6540
 JU4499_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JU4499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4499+STABILITY: SURFACE MOTION
 JU4499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4499+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2004
 JU4499
 JU4499  HISTORY     - Date     Condition        Report By
 JU4499  HISTORY     - 1993     MONUMENTED       PA6540
 JU4499  HISTORY     - 20000109 GOOD             USPSQD
 JU4499  HISTORY     - 20040310 GOOD             DEWDAV
 JU4499
 JU4499                          STATION DESCRIPTION
 JU4499
 JU4499'DESCRIBED BY CITY OF PHILADELPHIA PENNSYLVANIA 1993
 JU4499'THE STATION IS LOCATED IN THE 2ND WARD IN THE SOUTH SECTION OF THECITY
 JU4499'OF PHILADELPHIA, IN A GRASS AREA FOR THE RIGHT-OF-WAY OF I-95. THE
 JU4499'STATION IS 18.0 FT (5.5 M) EAST OF THE EAST CURB LINE OF FRONT STREET
 JU4499'AND 5.3 FT (1.6 M) SOUTH OF A SMALL COPING THAT BORDERS A CONCRETE
 JU4499'AND BRICK WALKWAY THAT LEADS UNDER THE I-95 VIADUCT. THE WALKWAY IS
 JU4499'DIRECTLY ACROSS FRONT STREET FROM THE DEAD END OF CARPENTER STREET.
 JU4499'THE MARK IS 0.3 FT (0.1 M) BELOW THE SURFACE. THE MARK IS A CITY OF
 JU4499'PHILADELPHIA HORIZONTAL CONTROL NETWORK BRASS DISC STAMPED CARPENTER
 JU4499'1993.
 JU4499'TO REACH THE STATION FROM CITY HALL IN CENTER CITY, GO SOUTH ON BROAD
 JU4499'STREET TO WASHINGTON AVENUE (1100 SOUTH). TURN LEFT ONTO WASHINGTON
 JU4499'AVENUE AND GO 1.1 MI (1.8 KM) TO FRONT STREET. TURN LEFT ONTO FRONT
 JU4499'STREET AND GO 0.10 MI (0.16 KM) TO CARPENTER STREET.
 JU4499
 JU4499                          STATION RECOVERY (2000)
 JU4499
 JU4499'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU4499'RECOVERED IN GOOD CONDITION.
 JU4499
 JU4499                          STATION RECOVERY (2004)
 JU4499
 JU4499'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (CSW)
 JU4499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2805 ***********************************************************************
 LY2805  DESIGNATION -  CARR 1940 AZ MK
 LY2805  PID         -  LY2805
 LY2805  STATE/COUNTY-  PA/SUSQUEHANNA
 LY2805  USGS QUAD   -  FRANKLIN FORKS (1992)
 LY2805
 LY2805                         *CURRENT SURVEY CONTROL
 LY2805  ___________________________________________________________________
 LY2805* NAD 83(1992)-  41 59 54.06555(N)    075 51 35.96620(W)     ADJUSTED  
 LY2805* NAVD 88     -       518.     (meters)    1699.     (feet)  SCALED    
 LY2805  ___________________________________________________________________
 LY2805  LAPLACE CORR-           5.55  (seconds)                    DEFLEC99
 LY2805  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 LY2805
 LY2805  HORZ ORDER  -  SECOND
 LY2805
 LY2805.The horizontal coordinates were established by classical geodetic methods
 LY2805.and adjusted by the National Geodetic Survey in June 2002..
 LY2805
 LY2805.The orthometric height was scaled from a topographic map.
 LY2805
 LY2805.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2805
 LY2805.The geoid height was determined by GEOID03.
 LY2805
 LY2805;                    North         East     Units Scale Factor Converg.
 LY2805;SPC PA N     -   205,130.512   756,581.615   MT  1.00000821   +1 15 01.1
 LY2805;SPC PA N     -   672,999.02  2,482,218.18   sFT  1.00000821   +1 15 01.1
 LY2805;SPC NY C     -   222,163.999   309,927.466   MT  0.99998167   +0 29 02.4
 LY2805;SPC NY C     -   728,883.05  1,016,820.36   sFT  0.99998167   +0 29 02.4
 LY2805;UTM  18      - 4,649,950.870   428,775.500   MT  0.99966242   -0 34 31.6
 LY2805
 LY2805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2805!SPC PA N     -   0.99992379  x   1.00000821  =   0.99993200
 LY2805!SPC NY C     -   0.99992379  x   0.99998167  =   0.99990546
 LY2805!UTM  18      -   0.99992379  x   0.99966242  =   0.99958624
 LY2805
 LY2805                          SUPERSEDED SURVEY CONTROL
 LY2805
 LY2805  NAD 83(1996)-  41 59 54.06555(N)    075 51 35.96620(W) AD(       ) 2
 LY2805  NAD 83(1986)-  41 59 54.07200(N)    075 51 35.96814(W) AD(       ) 2
 LY2805  NAD 27      -  41 59 53.64555(N)    075 51 37.21047(W) AD(       ) 2
 LY2805
 LY2805.Superseded values are not recommended for survey control.
 LY2805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2805.See file dsdata.txt to determine how the superseded data were derived.
 LY2805
 LY2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM2877549951(NAD 83)
 LY2805
 LY2805  HISTORY     - Date     Condition        Report By
 LY2805  HISTORY     - 1940     MONUMENTED       CGS
 LY2805
 LY2805                          STATION DESCRIPTION
 LY2805
 LY2805'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 LY2805'SEE STATION CARR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0979 ***********************************************************************
 LZ0979  DESIGNATION -  CARROLL
 LZ0979  PID         -  LZ0979
 LZ0979  STATE/COUNTY-  PA/CLINTON
 LZ0979  USGS QUAD   -  CARROLL (1973)
 LZ0979
 LZ0979                         *CURRENT SURVEY CONTROL
 LZ0979  ___________________________________________________________________
 LZ0979* NAD 83(1992)-  41 03 10.81160(N)    077 12 44.77697(W)     ADJUSTED  
 LZ0979* NAVD 88     -       456.190  (meters)    1496.68   (feet)  ADJUSTED  
 LZ0979  ___________________________________________________________________
 LZ0979  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 LZ0979  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 LZ0979  DYNAMIC HT  -         455.969 (meters)    1495.96  (feet)  COMP
 LZ0979  MODELED GRAV-     980,126.0   (mgal)                       NAVD 88
 LZ0979
 LZ0979  HORZ ORDER  -  SECOND
 LZ0979  VERT ORDER  -  SECOND    CLASS 0
 LZ0979
 LZ0979.The horizontal coordinates were established by classical geodetic methods
 LZ0979.and adjusted by the National Geodetic Survey in June 2002..
 LZ0979
 LZ0979.The orthometric height was determined by differential leveling
 LZ0979.and adjusted by the National Geodetic Survey in June 1991..
 LZ0979
 LZ0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ0979
 LZ0979.The geoid height was determined by GEOID03.
 LZ0979
 LZ0979.The dynamic height is computed by dividing the NAVD 88
 LZ0979.geopotential number by the normal gravity value computed on the
 LZ0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0979.degrees latitude (g = 980.6199 gals.).
 LZ0979
 LZ0979.The modeled gravity was interpolated from observed gravity values.
 LZ0979
 LZ0979;                    North         East     Units Scale Factor Converg.
 LZ0979;SPC PA N     -    98,571.123   645,190.292   MT  0.99997695   +0 21 20.2
 LZ0979;SPC PA N     -   323,395.43  2,116,761.82   sFT  0.99997695   +0 21 20.2
 LZ0979;UTM  18      - 4,546,999.152   314,073.273   MT  1.00002548   -1 27 12.4
 LZ0979
 LZ0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ0979!SPC PA N     -   0.99993366  x   0.99997695  =   0.99991061
 LZ0979!UTM  18      -   0.99993366  x   1.00002548  =   0.99995914
 LZ0979
 LZ0979|---------------------------------------------------------------------|
 LZ0979| PID    Reference Object                     Distance      Geod. Az  |
 LZ0979|                                                           dddmmss.s |
 LZ0979| LZ0980 CARROLL RM 1                          5.703 METERS 08842     |
 LZ0979| LZ1730 CENTRE                              APPROX. 4.3 KM 1190110.1 |
 LZ0979| LZ0978 CARROLL AZ MK                                      1362844.3 |
 LZ0979| LZ0981 CARROLL RM 2                          5.703 METERS 30724     |
 LZ0979|---------------------------------------------------------------------|
 LZ0979
 LZ0979                          SUPERSEDED SURVEY CONTROL
 LZ0979
 LZ0979  NAD 83(1986)-  41 03 10.80841(N)    077 12 44.77267(W) AD(       ) 2
 LZ0979  NAD 27      -  41 03 10.52780(N)    077 12 45.89340(W) AD(       ) 2
 LZ0979  NGVD 29 (??/??/92)  456.381  (m)         1497.31   (f) ADJ UNCH    2 0
 LZ0979
 LZ0979.Superseded values are not recommended for survey control.
 LZ0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0979.See file dsdata.txt to determine how the superseded data were derived.
 LZ0979
 LZ0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL1407346999(NAD 83)
 LZ0979_MARKER: DS = TRIANGULATION STATION DISK
 LZ0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0979_STAMPING: P 240 1960
 LZ0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0979+STABILITY: SURFACE MOTION
 LZ0979
 LZ0979  HISTORY     - Date     Condition        Report By
 LZ0979  HISTORY     - 1959     MONUMENTED       CGS
 LZ0979  HISTORY     - 1960     GOOD             CGS
 LZ0979
 LZ0979                          STATION DESCRIPTION
 LZ0979
 LZ0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LZ0979'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF A CULTIVATED FIELD
 LZ0979'AND THE SOUTHEAST EDGE OF A TIMBER, ABOUT 0.35 MILE NORTH
 LZ0979'OF THE VILLAGE OF CARROLL AND 0.1 MILE WEST OF STATE HIGHWAY 880.
 LZ0979'
 LZ0979'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY 18018 AND
 LZ0979'STATE HIGHWAY 880 IN THE VILLAGE OF CARROLL, GO NORTH ON
 LZ0979'STATE HIGHWAY 880 FOR 0.24 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 LZ0979'EAST, SIDE OF THE HIGHWAY AND NEAR THE NORTH END OF A
 LZ0979'GUARD RAIL.  CONTINUE NORTH ON STATE HIGHWAY 880 FOR ABOUT 100 FEET
 LZ0979'TO A DIM TRACK FIELD ROAD ON THE LEFT.  TURN
 LZ0979'LEFT ONTO THE FIELD ROAD AND GO NORTH ON THE DIM TRACK FIELD ROAD
 LZ0979'ALONG THE EAST END OF THE CULTIVATED FIELD FOR 0.09 MILE TO THE
 LZ0979'NORTHEAST CORNER OF THE FIELD AND SOUTH EDGE OF A TIMBER,
 LZ0979'THENCE TURN LEFT AND GO WEST ON THE DIM TRACK FIELD ROAD, ALONG THE
 LZ0979'NORTH EDGE OF THE FIELD AND SOUTH EDGE OF THE TIMBER
 LZ0979'FOR 0.03 MILE TO THE NORTHWEST CORNER OF THE CULTIVATED FIELD AND
 LZ0979'SOUTHEAST CORNER OF THE TIMBER AND THE STATION AS DESCRIBED.
 LZ0979'
 LZ0979'THE STATION MARK, A STANDARD DISK STAMPED CARROLL 1959, IS SET IN THE
 LZ0979'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 LZ0979'SURFACE OF THE GROUND.  IT IS 9 FEET NORTHWEST OF THE NORTHWEST
 LZ0979'CORNER OF A CULTIVATED FIELD AND 4.7 FEET NORTHWEST OF A FENCE
 LZ0979'LINE.
 LZ0979'
 LZ0979'REFERENCE MARK 1, A STANDARD DISK STAMPED CARROLL NO 1 1959, IS SET
 LZ0979'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 LZ0979'WITH THE SURFACE OF THE GROUND.  IT IS 10 FEET SOUTH OF A FENCE LINE,
 LZ0979'6 FEET NORTH OF THE NORTH EDGE OF THE CULTIVATED FIELD AND
 LZ0979'IS ABOUT 16 INCHES LOWER THAN THE STATION.
 LZ0979'
 LZ0979'REFERENCE MARK 2, A STANDARD DISK STAMPED CARROLL NO 2 1959, IS SET
 LZ0979'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 LZ0979'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 22 FEET NORTHWEST OF A
 LZ0979'FENCE LINE AND IS ABOUT 16 INCHES HIGHER THAN THE
 LZ0979'STATION.
 LZ0979'
 LZ0979'THE AZIMUTH MARK, A STANDARD DISK STAMPED CARROLL 1959, IS SET IN THE
 LZ0979'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 LZ0979'SURFACE OF THE GROUND.  IT IS 18 FEET EAST OF THE CENTER OF STATE
 LZ0979'HIGHWAY 880, 4.7 FEET NORTHEAST OF THE NORTH END
 LZ0979'OF A GUARD RAIL AND 2.9 FEET NORTHEAST OF A STANDARD METAL WITNESS
 LZ0979'POST AND MARKER.
 LZ0979'
 LZ0979'NOTE- THE MEASUREMENTS TO REFERENCE MARK 1 AND 2 ARE EXACTLY THE
 LZ0979'SAME.
 LZ0979'
 LZ0979'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LZ0979
 LZ0979                          STATION RECOVERY (1960)
 LZ0979
 LZ0979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 LZ0979'5.7 MI NE FROM LOGANTON.
 LZ0979'ABOUT 5.7 MILES NORTHEAST ALONG STATE HIGHWAY 880 FROM THE
 LZ0979'ALBRIGHT EVANGELICAL UNITED BRETHREN CHURCH AT LOGANTON, 0.2
 LZ0979'MILE SOUTH OF THE HIGHWAY, 362 FEET NORTHWEST OF AZIMUTH MARK
 LZ0979'CARROLL, 19 FEET SOUTHEAST OF R.M. 2, AND 18 FEET WEST OF R.M. 1.
 LZ0979'A COAST AND GEODETIC SURVEY TRIANGULATION-STATION DISK, STAMPED
 LZ0979'CARROLL 1959, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 LZ0979'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0978 ***********************************************************************
 LZ0978  DESIGNATION -  CARROLL AZ MK
 LZ0978  PID         -  LZ0978
 LZ0978  STATE/COUNTY-  PA/CLINTON
 LZ0978  USGS QUAD   -  CARROLL (1973)
 LZ0978
 LZ0978                         *CURRENT SURVEY CONTROL
 LZ0978  ___________________________________________________________________
 LZ0978* NAD 83(1986)-  41 03 07.     (N)    077 12 40.     (W)     SCALED    
 LZ0978* NAVD 88     -       438.340  (meters)    1438.12   (feet)  ADJUSTED  
 LZ0978  ___________________________________________________________________
 LZ0978  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 LZ0978  DYNAMIC HT  -         438.127 (meters)    1437.42  (feet)  COMP
 LZ0978  MODELED GRAV-     980,125.6   (mgal)                       NAVD 88
 LZ0978
 LZ0978  VERT ORDER  -  SECOND    CLASS 0
 LZ0978
 LZ0978.The horizontal coordinates were scaled from a topographic map and have
 LZ0978.an estimated accuracy of +/- 6 seconds.
 LZ0978
 LZ0978.The orthometric height was determined by differential leveling
 LZ0978.and adjusted by the National Geodetic Survey in June 1991..
 LZ0978
 LZ0978.The geoid height was determined by GEOID03.
 LZ0978
 LZ0978.The dynamic height is computed by dividing the NAVD 88
 LZ0978.geopotential number by the normal gravity value computed on the
 LZ0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0978.degrees latitude (g = 980.6199 gals.).
 LZ0978
 LZ0978.The modeled gravity was interpolated from observed gravity values.
 LZ0978
 LZ0978;                    North         East    Units  Estimated Accuracy
 LZ0978;SPC PA N     -    98,450.      645,300.      MT  (+/- 180 meters Scaled)
 LZ0978
 LZ0978                          SUPERSEDED SURVEY CONTROL
 LZ0978
 LZ0978  NGVD 29 (??/??/92)  438.531  (m)         1438.75   (f) ADJ UNCH    2 0
 LZ0978
 LZ0978.Superseded values are not recommended for survey control.
 LZ0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0978.See file dsdata.txt to determine how the superseded data were derived.
 LZ0978
 LZ0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL141468(NAD 83)
 LZ0978_MARKER: DZ = AZIMUTH MARK DISK
 LZ0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0978_STAMPING: CARROLL 1959
 LZ0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0978+STABILITY: SURFACE MOTION
 LZ0978
 LZ0978  HISTORY     - Date     Condition        Report By
 LZ0978  HISTORY     - 1959     MONUMENTED       CGS
 LZ0978  HISTORY     - 1960     GOOD             NGS
 LZ0978
 LZ0978                          STATION DESCRIPTION
 LZ0978
 LZ0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LZ0978'5.8 MI E FROM LOGANTON.
 LZ0978'ABOUT 5.8 MILES EAST ALONG STATE HIGHWAY 880 FROM THE ALBRIGHT
 LZ0978'EVANGELICAL UNITED BRETHREN CHURCH AT LOGANTON, 381 FEET
 LZ0978'SOUTHEAST OF R.M. 2, 362 FEET SOUTHEAST OF TRIANGULATION STATION
 LZ0978'CARROLL, 360 FEET SOUTHEAST OF R.M. 1, 18 FEET NORTHWEST OF THE
 LZ0978'CENTERLINE OF STATE HIGHWAY 880, AND 3 FEET SOUTHWEST OF A METAL
 LZ0978'WITNESS POST.  A COAST AND GEODETIC SURVEY AZIMUTH-MARK DISK,
 LZ0978'STAMPED CARROLL 1959 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0980 ***********************************************************************
 LZ0980  DESIGNATION -  CARROLL RM 1
 LZ0980  PID         -  LZ0980
 LZ0980  STATE/COUNTY-  PA/CLINTON
 LZ0980  USGS QUAD   -  CARROLL (1973)
 LZ0980
 LZ0980                         *CURRENT SURVEY CONTROL
 LZ0980  ___________________________________________________________________
 LZ0980* NAD 83(1986)-  41 03 10.     (N)    077 12 44.     (W)     SCALED    
 LZ0980* NAVD 88     -       455.441  (meters)    1494.23   (feet)  ADJUSTED  
 LZ0980  ___________________________________________________________________
 LZ0980  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 LZ0980  DYNAMIC HT  -         455.220 (meters)    1493.50  (feet)  COMP
 LZ0980  MODELED GRAV-     980,126.0   (mgal)                       NAVD 88
 LZ0980
 LZ0980  VERT ORDER  -  SECOND    CLASS 0
 LZ0980
 LZ0980.The horizontal coordinates were scaled from a topographic map and have
 LZ0980.an estimated accuracy of +/- 6 seconds.
 LZ0980
 LZ0980.The orthometric height was determined by differential leveling
 LZ0980.and adjusted by the National Geodetic Survey in June 1991..
 LZ0980
 LZ0980.The geoid height was determined by GEOID03.
 LZ0980
 LZ0980.The dynamic height is computed by dividing the NAVD 88
 LZ0980.geopotential number by the normal gravity value computed on the
 LZ0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0980.degrees latitude (g = 980.6199 gals.).
 LZ0980
 LZ0980.The modeled gravity was interpolated from observed gravity values.
 LZ0980
 LZ0980;                    North         East    Units  Estimated Accuracy
 LZ0980;SPC PA N     -    98,550.      645,210.      MT  (+/- 180 meters Scaled)
 LZ0980
 LZ0980                          SUPERSEDED SURVEY CONTROL
 LZ0980
 LZ0980  NGVD 29 (??/??/92)  455.632  (m)         1494.85   (f) ADJ UNCH    2 0
 LZ0980
 LZ0980.Superseded values are not recommended for survey control.
 LZ0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0980.See file dsdata.txt to determine how the superseded data were derived.
 LZ0980
 LZ0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL140469(NAD 83)
 LZ0980_MARKER: DR = REFERENCE MARK DISK
 LZ0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0980_STAMPING: CARROLL NO 1 1959
 LZ0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0980+STABILITY: SURFACE MOTION
 LZ0980
 LZ0980  HISTORY     - Date     Condition        Report By
 LZ0980  HISTORY     - 1959     MONUMENTED       CGS
 LZ0980  HISTORY     - 1960     GOOD             NGS
 LZ0980
 LZ0980                          STATION DESCRIPTION
 LZ0980
 LZ0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LZ0980'5.7 MI NE FROM LOGANTON.
 LZ0980'360 FEET NORTHWEST OF AZIMUTH MARK CARROLL, 36 FEET SOUTHEAST
 LZ0980'OF R.M. 2, 36 FEET NORTHWEST OF BENCH MARK A 21, 18 FEET EAST
 LZ0980'OF TRIANGULATION STATION CARROLL.  A COAST AND GEODETIC SURVEY
 LZ0980'REFERENCE-MARK DISK, STAMPED CARROLL NO 1 1959 AND SET IN THE TOP
 LZ0980'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0981 ***********************************************************************
 LZ0981  DESIGNATION -  CARROLL RM 2
 LZ0981  PID         -  LZ0981
 LZ0981  STATE/COUNTY-  PA/CLINTON
 LZ0981  USGS QUAD   -  CARROLL (1973)
 LZ0981
 LZ0981                         *CURRENT SURVEY CONTROL
 LZ0981  ___________________________________________________________________
 LZ0981* NAD 83(1986)-  41 03 10.     (N)    077 12 44.     (W)     SCALED    
 LZ0981* NAVD 88     -       457.377  (meters)    1500.58   (feet)  ADJUSTED  
 LZ0981  ___________________________________________________________________
 LZ0981  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 LZ0981  DYNAMIC HT  -         457.156 (meters)    1499.85  (feet)  COMP
 LZ0981  MODELED GRAV-     980,126.0   (mgal)                       NAVD 88
 LZ0981
 LZ0981  VERT ORDER  -  SECOND    CLASS 0
 LZ0981
 LZ0981.The horizontal coordinates were scaled from a topographic map and have
 LZ0981.an estimated accuracy of +/- 6 seconds.
 LZ0981
 LZ0981.The orthometric height was determined by differential leveling
 LZ0981.and adjusted by the National Geodetic Survey in June 1991..
 LZ0981
 LZ0981.The geoid height was determined by GEOID03.
 LZ0981
 LZ0981.The dynamic height is computed by dividing the NAVD 88
 LZ0981.geopotential number by the normal gravity value computed on the
 LZ0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0981.degrees latitude (g = 980.6199 gals.).
 LZ0981
 LZ0981.The modeled gravity was interpolated from observed gravity values.
 LZ0981
 LZ0981;                    North         East    Units  Estimated Accuracy
 LZ0981;SPC PA N     -    98,550.      645,210.      MT  (+/- 180 meters Scaled)
 LZ0981
 LZ0981                          SUPERSEDED SURVEY CONTROL
 LZ0981
 LZ0981  NGVD 29 (??/??/92)  457.568  (m)         1501.20   (f) ADJ UNCH    2 0
 LZ0981
 LZ0981.Superseded values are not recommended for survey control.
 LZ0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0981.See file dsdata.txt to determine how the superseded data were derived.
 LZ0981
 LZ0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL140469(NAD 83)
 LZ0981_MARKER: DR = REFERENCE MARK DISK
 LZ0981_SETTING: 0 = UNSPECIFIED SETTING
 LZ0981_STAMPING: CARROLL NO 2 1959
 LZ0981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0981
 LZ0981  HISTORY     - Date     Condition        Report By
 LZ0981  HISTORY     - 1959     MONUMENTED       CGS
 LZ0981  HISTORY     - 1960     GOOD             NGS
 LZ0981
 LZ0981                          STATION DESCRIPTION
 LZ0981
 LZ0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LZ0981'5.7 MI NE FROM LOGANTON.
 LZ0981'381 FEET NORTHWEST OF AZIMUTH-MARK CARROLL, 36 FEET NORTHWEST
 LZ0981'OF R.M. 1, 19 FEET NORTHWEST OF TRIANGULATION STATION CARROLL.
 LZ0981'A COAST AND GEODETIC SURVEY REFERENCE-MARK DISK, STAMPED CARROLL
 LZ0981'NO 2 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2328 ***********************************************************************
 KX2328  DESIGNATION -  CARROLLTOWN ST BENEDICTS CH
 KX2328  PID         -  KX2328
 KX2328  STATE/COUNTY-  PA/CAMBRIA
 KX2328  USGS QUAD   -  CARROLLTOWN (1972)
 KX2328
 KX2328                         *CURRENT SURVEY CONTROL
 KX2328  ___________________________________________________________________
 KX2328* NAD 83(1992)-  40 36 09.15397(N)    078 42 31.41055(W)     ADJUSTED  
 KX2328* NAVD 88     -                                                        
 KX2328  ___________________________________________________________________
 KX2328  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 KX2328  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KX2328
 KX2328  HORZ ORDER  -  THIRD
 KX2328
 KX2328.The horizontal coordinates were established by classical geodetic methods
 KX2328.and adjusted by the National Geodetic Survey in June 2002..
 KX2328
 KX2328
 KX2328.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2328
 KX2328.The geoid height was determined by GEOID03.
 KX2328
 KX2328;                    North         East     Units Scale Factor Converg.
 KX2328;SPC PA S     -   141,367.987   518,859.482   MT  0.99996300   -0 37 19.3
 KX2328;SPC PA S     -   463,804.80  1,702,291.48   sFT  0.99996300   -0 37 19.3
 KX2328;UTM  17      - 4,497,160.501   693,860.632   MT  1.00006261   +1 29 29.9
 KX2328
 KX2328                          SUPERSEDED SURVEY CONTROL
 KX2328
 KX2328  NAD 83(1986)-  40 36 09.16136(N)    078 42 31.41424(W) AD(       ) 4
 KX2328  NAD 27      -  40 36 08.92114(N)    078 42 32.30735(W) AD(       ) 3
 KX2328
 KX2328.Superseded values are not recommended for survey control.
 KX2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2328.See file dsdata.txt to determine how the superseded data were derived.
 KX2328
 KX2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE9386197161(NAD 83)
 KX2328_MARKER: 90 = CHURCH SPIRE
 KX2328
 KX2328  HISTORY     - Date     Condition        Report By
 KX2328  HISTORY     - 1967     FIRST OBSERVED   CGS
 KX2328
 KX2328                          STATION DESCRIPTION
 KX2328
 KX2328'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2328'THE STATION IS THE CROSS ATOP THE CHURCH SPIRE.  IT IS ABOUT 80 FEET
 KX2328'IN HEIGHT AND PAINTED GREEN IN COLOR.
 KX2328'
 KX2328'IT IS LOCATED IN THE APPROXIMATE CENTER OF THE VILLAGE OF
 KX2328'CARROLLTOWN, AT THE INTERSECTION OF MAIN STREET AND
 KX2328'CARROLL STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1053 ***********************************************************************
 LZ1053  DESIGNATION -  CARSON
 LZ1053  PID         -  LZ1053
 LZ1053  STATE/COUNTY-  PA/LYCOMING
 LZ1053  USGS QUAD   -  JERSEY SHORE (1986)
 LZ1053
 LZ1053                         *CURRENT SURVEY CONTROL
 LZ1053  ___________________________________________________________________
 LZ1053* NAD 83(1992)-  41 12 32.45242(N)    077 16 46.01925(W)     ADJUSTED  
 LZ1053* NAVD 88     -       261.736  (meters)     858.71   (feet)  ADJUSTED  
 LZ1053  ___________________________________________________________________
 LZ1053  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 LZ1053  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LZ1053  DYNAMIC HT  -         261.620 (meters)     858.33  (feet)  COMP
 LZ1053  MODELED GRAV-     980,173.9   (mgal)                       NAVD 88
 LZ1053
 LZ1053  HORZ ORDER  -  SECOND
 LZ1053  VERT ORDER  -  SECOND    CLASS 0
 LZ1053
 LZ1053.The horizontal coordinates were established by classical geodetic methods
 LZ1053.and adjusted by the National Geodetic Survey in June 2002..
 LZ1053
 LZ1053.The orthometric height was determined by differential leveling
 LZ1053.and adjusted by the National Geodetic Survey in June 1991..
 LZ1053
 LZ1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1053
 LZ1053.The geoid height was determined by GEOID03.
 LZ1053
 LZ1053.The dynamic height is computed by dividing the NAVD 88
 LZ1053.geopotential number by the normal gravity value computed on the
 LZ1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1053.degrees latitude (g = 980.6199 gals.).
 LZ1053
 LZ1053.The modeled gravity was interpolated from observed gravity values.
 LZ1053
 LZ1053;                    North         East     Units Scale Factor Converg.
 LZ1053;SPC PA N     -   115,863.619   639,462.862   MT  0.99996342   +0 18 40.6
 LZ1053;SPC PA N     -   380,129.22  2,097,971.07   sFT  0.99996342   +0 18 40.6
 LZ1053;UTM  18      - 4,564,465.220   308,894.915   MT  1.00004949   -1 30 07.8
 LZ1053
 LZ1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1053!SPC PA N     -   0.99996417  x   0.99996342  =   0.99992759
 LZ1053!UTM  18      -   0.99996417  x   1.00004949  =   1.00001366
 LZ1053
 LZ1053:                Primary Azimuth Mark                     Grid Az
 LZ1053:SPC PA N     -  CARSON AZ MK                             150 26 04.4
 LZ1053:UTM  18      -  CARSON AZ MK                             152 14 52.8
 LZ1053
 LZ1053|---------------------------------------------------------------------|
 LZ1053| PID    Reference Object                     Distance      Geod. Az  |
 LZ1053|                                                           dddmmss.s |
 LZ1053| LZ1055 CARSON AZ MK                                       1504445.0 |
 LZ1053| LZ1745 LOCK HAVEN SUSQUEHAN TV E MAST      APPROX.14.6 KM 2271347.7 |
 LZ1053| LZ1052 CARSON RM 1                           7.540 METERS 25523     |
 LZ1053| LZ1054 CARSON RM 2                          19.137 METERS 32256     |
 LZ1053|---------------------------------------------------------------------|
 LZ1053
 LZ1053                          SUPERSEDED SURVEY CONTROL
 LZ1053
 LZ1053  NAD 83(1986)-  41 12 32.44889(N)    077 16 46.01593(W) AD(       ) 2
 LZ1053  NAD 27      -  41 12 32.18429(N)    077 16 47.11647(W) AD(       ) 2
 LZ1053  NGVD 29 (??/??/92)  261.936  (m)          859.37   (f) ADJ UNCH    2 0
 LZ1053
 LZ1053.Superseded values are not recommended for survey control.
 LZ1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1053.See file dsdata.txt to determine how the superseded data were derived.
 LZ1053
 LZ1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL0889564465(NAD 83)
 LZ1053_MARKER: DE = TRAVERSE STATION DISK
 LZ1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1053_STAMPING: CARSON 1969
 LZ1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1053+STABILITY: SURFACE MOTION
 LZ1053
 LZ1053  HISTORY     - Date     Condition        Report By
 LZ1053  HISTORY     - 1969     MONUMENTED       CGS
 LZ1053  HISTORY     - 1969     GOOD             CGS
 LZ1053
 LZ1053                          STATION DESCRIPTION
 LZ1053
 LZ1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LZ1053'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF AVIS, 2.5 MILES
 LZ1053'WEST OF LARRYS CREEK AND 1.5 MILES NORTHWEST OF JERSEY SHORE.
 LZ1053'THE PROPERTY IS OWNED BY MR. JAMES CARSON.
 LZ1053'
 LZ1053'TO REACH THE STATION FROM THE POST OFFICE IN JERSEY SHORE, GO
 LZ1053'SOUTHWEST ON U.S. HIGHWAY 220 AND ALLEGHENY STREET FOR 1.05 MILES
 LZ1053'TO BRIDGE STREET ON THE RIGHT, TURN RIGHT AND GO NORTH ON U.S.
 LZ1053'HIGHWAY 220 AND BRIDGE STREET FOR 0.15 MILE TO THE INTERSECTION OF
 LZ1053'THOMAS STREET AND HIGH STREET AND THE AZIMUTH MARK ON THE RIGHT,
 LZ1053'CONTINUE NORTH ON U.S. HIGHWAY 220 AND THOMAS STREET FOR 0.1 MILE
 LZ1053'TO THE OVERPASS OVER NEW U.S. HIGHWAY 220, CONTINUE NORTH, UPHILL ON
 LZ1053'A PAVED AND GRAVELED ROAD FOR 0.15 MILE TO MR. CARSONS HOUSE ON
 LZ1053'THE RIGHT, CONTINUE NORTH ON A BLADED ROAD FOR 0.05 MILE TO
 LZ1053'POWERLINE POLE NO. J-6420 ON THE LEFT, TURN LEFT AND GO WEST AND
 LZ1053'NORTHWEST THROUGH OPEN FIELD FOR 0.15 MILE TO THE SOUTHEAST
 LZ1053'CORNER OF A SMALL PINE GROVE AND THE STATION.
 LZ1053'
 LZ1053'THE STATION MARK IS 270 FEET NORTH-NORTHWEST OF TELEPHONE POLE NO.
 LZ1053'311 AND 4.4 FEET SOUTH OF A METAL WITNESS POST.  THE MARK IS A
 LZ1053'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING
 LZ1053'1-INCH AND IS STAMPED CARSON 1969.
 LZ1053'
 LZ1053'REFERENCE MARK NO. 1 IS 25.8 FEET WEST-SOUTHWEST OF THE METAL WITNESS
 LZ1053'POST AND 11 FEET NORTH-NORTHWEST OF THE NORTH EDGE OF THE
 LZ1053'CLEARED FIELD.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A
 LZ1053'SQUARE CONCRETE POST PROJECTING 2 INCHES AND IS STAMPED CARSON NO
 LZ1053'1 1969.
 LZ1053'
 LZ1053'REFERENCE MARK NO. 2 IS 59.2 FEET NORTH-NORTHWEST OF THE METAL
 LZ1053'WITNESS POST AND 2 FEET WEST-SOUTHWEST OF THE WEST EDGE OF CLEARED
 LZ1053'FIELD.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 LZ1053'CONCRETE POST PROJECTING 1-INCH AND IS STAMPED CARSON NO 2
 LZ1053'1969.
 LZ1053'
 LZ1053'THE AZIMUTH MARK IS 32 FEET EAST OF THE APPROXIMATE CENTER OF THOMAS
 LZ1053'STREET AND 20 FEET SOUTH OF THE APPROXIMATE CENTER OF HIGH STREET.
 LZ1053'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE SOUTHWEST
 LZ1053'CORNER OF A CATCH BASIN AND IS STAMPED CARSON 1969.
 LZ1053'
 LZ1053'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LZ1053
 LZ1053                          STATION RECOVERY (1969)
 LZ1053
 LZ1053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 LZ1053'1.6 MI NW FROM JERSEY SHORE.
 LZ1053'ABOUT 1.3 MILE WEST ALONG U.S. HIGHWAY 220 (BUSINESS ROUTE) FROM
 LZ1053'THE POST OFFICE IN JERSEY SHORE TO THE JUNCTION OF U.S. HIGHWAY
 LZ1053'220 (BY-PASS), THENCE NORTH ALONG A PAVED AND GRAVELED ROAD AND
 LZ1053'UP A STEEP HILL FOR 0.15 MILE TO MR. CARSONS HOUSE ON THE EAST
 LZ1053'SIDE OF ROAD, THENCE, NORTH ON A TRACK ROAD FOR 0.05 MILE TO
 LZ1053'POWER LINE POLE NO. J-6420.  THENCE, NORTHWEST THROUGH AN OPEN
 LZ1053'FIELD FOR 0.15 MILE TO THE CORNER OF A PINE GROVE, 270 FEET NORTH
 LZ1053'OF TELEPHONE POLE NO. 311, 24.74 FEET EAST OF RM 1, 62.79 FEET
 LZ1053'SOUTHEAST OF RM 2, 4.4 FEET SOUTH OF A METAL WITNESS SIGN, SET
 LZ1053'IN THE TOP OF A CONCRETE POST PROJECTING 1-INCH AND IS ABOUT 180
 LZ1053'FEET ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1055 ***********************************************************************
 LZ1055  DESIGNATION -  CARSON AZ MK
 LZ1055  PID         -  LZ1055
 LZ1055  STATE/COUNTY-  PA/LYCOMING
 LZ1055  USGS QUAD   -  JERSEY SHORE (1986)
 LZ1055
 LZ1055                         *CURRENT SURVEY CONTROL
 LZ1055  ___________________________________________________________________
 LZ1055* NAD 83(1986)-  41 12 14.     (N)    077 16 31.     (W)     SCALED    
 LZ1055* NAVD 88     -       201.146  (meters)     659.93   (feet)  ADJUSTED  
 LZ1055  ___________________________________________________________________
 LZ1055  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 LZ1055  DYNAMIC HT  -         201.057 (meters)     659.63  (feet)  COMP
 LZ1055  MODELED GRAV-     980,174.2   (mgal)                       NAVD 88
 LZ1055
 LZ1055  VERT ORDER  -  SECOND    CLASS 0
 LZ1055
 LZ1055.The horizontal coordinates were scaled from a topographic map and have
 LZ1055.an estimated accuracy of +/- 6 seconds.
 LZ1055
 LZ1055.The orthometric height was determined by differential leveling
 LZ1055.and adjusted by the National Geodetic Survey in June 1991..
 LZ1055
 LZ1055.The geoid height was determined by GEOID03.
 LZ1055
 LZ1055.The dynamic height is computed by dividing the NAVD 88
 LZ1055.geopotential number by the normal gravity value computed on the
 LZ1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1055.degrees latitude (g = 980.6199 gals.).
 LZ1055
 LZ1055.The modeled gravity was interpolated from observed gravity values.
 LZ1055
 LZ1055;                    North         East    Units  Estimated Accuracy
 LZ1055;SPC PA N     -   115,300.      639,820.      MT  (+/- 180 meters Scaled)
 LZ1055
 LZ1055                          SUPERSEDED SURVEY CONTROL
 LZ1055
 LZ1055  NGVD 29 (??/??/92)  201.345  (m)          660.58   (f) ADJ UNCH    2 0
 LZ1055
 LZ1055.Superseded values are not recommended for survey control.
 LZ1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1055.See file dsdata.txt to determine how the superseded data were derived.
 LZ1055
 LZ1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL092638(NAD 83)
 LZ1055_MARKER: DZ = AZIMUTH MARK DISK
 LZ1055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1055_SP_SET: CATCH BASIN
 LZ1055_STAMPING: CARSON 1969
 LZ1055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1055
 LZ1055  HISTORY     - Date     Condition        Report By
 LZ1055  HISTORY     - 1969     MONUMENTED       CGS
 LZ1055
 LZ1055                          STATION DESCRIPTION
 LZ1055
 LZ1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LZ1055'1.2 MI W FROM JERSEY SHORE.
 LZ1055'ABOUT 1.2 MILES WEST ALONG U.S. HIGHWAY 220 (BUSINESS ROUTE) FROM
 LZ1055'THE POST OFFICE IN JERSEY SHORE, 0.1 MILE SOUTH OF U.S. HIGHWAY
 LZ1055'220 (BY-PASS), 32 FEET EAST OF THE APPROXIMATE CENTER OF HIGHWAY,
 LZ1055'20 FEET SOUTH OF THE CENTER OF HIGH STREET, SET IN THE TOP OF THE
 LZ1055'SOUTHWEST CORNER OF A CATCH BASIN, AND IS ABOUT 2 FEET ABOVE
 LZ1055'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1052 ***********************************************************************
 LZ1052  DESIGNATION -  CARSON RM 1
 LZ1052  PID         -  LZ1052
 LZ1052  STATE/COUNTY-  PA/LYCOMING
 LZ1052  USGS QUAD   -  JERSEY SHORE (1986)
 LZ1052
 LZ1052                         *CURRENT SURVEY CONTROL
 LZ1052  ___________________________________________________________________
 LZ1052* NAD 83(1986)-  41 12 32.     (N)    077 16 46.     (W)     SCALED    
 LZ1052* NAVD 88     -       261.361  (meters)     857.48   (feet)  ADJUSTED  
 LZ1052  ___________________________________________________________________
 LZ1052  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LZ1052  DYNAMIC HT  -         261.245 (meters)     857.10  (feet)  COMP
 LZ1052  MODELED GRAV-     980,173.9   (mgal)                       NAVD 88
 LZ1052
 LZ1052  VERT ORDER  -  SECOND    CLASS 0
 LZ1052
 LZ1052.The horizontal coordinates were scaled from a topographic map and have
 LZ1052.an estimated accuracy of +/- 6 seconds.
 LZ1052
 LZ1052.The orthometric height was determined by differential leveling
 LZ1052.and adjusted by the National Geodetic Survey in June 1991..
 LZ1052
 LZ1052.The geoid height was determined by GEOID03.
 LZ1052
 LZ1052.The dynamic height is computed by dividing the NAVD 88
 LZ1052.geopotential number by the normal gravity value computed on the
 LZ1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1052.degrees latitude (g = 980.6199 gals.).
 LZ1052
 LZ1052.The modeled gravity was interpolated from observed gravity values.
 LZ1052
 LZ1052;                    North         East    Units  Estimated Accuracy
 LZ1052;SPC PA N     -   115,850.      639,460.      MT  (+/- 180 meters Scaled)
 LZ1052
 LZ1052                          SUPERSEDED SURVEY CONTROL
 LZ1052
 LZ1052  NGVD 29 (??/??/92)  261.560  (m)          858.13   (f) ADJ UNCH    2 0
 LZ1052
 LZ1052.Superseded values are not recommended for survey control.
 LZ1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1052.See file dsdata.txt to determine how the superseded data were derived.
 LZ1052
 LZ1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL088644(NAD 83)
 LZ1052_MARKER: DR = REFERENCE MARK DISK
 LZ1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1052_STAMPING: CARSON NO 1 1969
 LZ1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1052+STABILITY: SURFACE MOTION
 LZ1052
 LZ1052  HISTORY     - Date     Condition        Report By
 LZ1052  HISTORY     - 1969     MONUMENTED       CGS
 LZ1052
 LZ1052                          STATION DESCRIPTION
 LZ1052
 LZ1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LZ1052'1.6 MI NW FROM JERSEY SHORE.
 LZ1052'AT THE CARSON STATION SITE-- 24.74 FEET WEST OF THE STATION, 25.8
 LZ1052'FEET WEST OF A METAL WITNESS SIGN, 11 FEET NORTH OF THE NORTH
 LZ1052'EDGE OF THE CLEARED FIELD, SET IN THE TOP OF A CONCRETE POST
 LZ1052'PROJECTING 2-INCHES AND IS ABOUT 1.5 FEET BELOW THE LEVEL OF THE
 LZ1052'STATION MARK.  NOTE-- FOR DESCRIPTION SEE STATION CARSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1054 ***********************************************************************
 LZ1054  DESIGNATION -  CARSON RM 2
 LZ1054  PID         -  LZ1054
 LZ1054  STATE/COUNTY-  PA/LYCOMING
 LZ1054  USGS QUAD   -  JERSEY SHORE (1986)
 LZ1054
 LZ1054                         *CURRENT SURVEY CONTROL
 LZ1054  ___________________________________________________________________
 LZ1054* NAD 83(1986)-  41 12 32.     (N)    077 16 46.     (W)     SCALED    
 LZ1054* NAVD 88     -       263.592  (meters)     864.80   (feet)  ADJUSTED  
 LZ1054  ___________________________________________________________________
 LZ1054  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LZ1054  DYNAMIC HT  -         263.475 (meters)     864.42  (feet)  COMP
 LZ1054  MODELED GRAV-     980,173.9   (mgal)                       NAVD 88
 LZ1054
 LZ1054  VERT ORDER  -  SECOND    CLASS 0
 LZ1054
 LZ1054.The horizontal coordinates were scaled from a topographic map and have
 LZ1054.an estimated accuracy of +/- 6 seconds.
 LZ1054
 LZ1054.The orthometric height was determined by differential leveling
 LZ1054.and adjusted by the National Geodetic Survey in June 1991..
 LZ1054
 LZ1054.The geoid height was determined by GEOID03.
 LZ1054
 LZ1054.The dynamic height is computed by dividing the NAVD 88
 LZ1054.geopotential number by the normal gravity value computed on the
 LZ1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1054.degrees latitude (g = 980.6199 gals.).
 LZ1054
 LZ1054.The modeled gravity was interpolated from observed gravity values.
 LZ1054
 LZ1054;                    North         East    Units  Estimated Accuracy
 LZ1054;SPC PA N     -   115,850.      639,460.      MT  (+/- 180 meters Scaled)
 LZ1054
 LZ1054                          SUPERSEDED SURVEY CONTROL
 LZ1054
 LZ1054  NGVD 29 (??/??/92)  263.792  (m)          865.46   (f) ADJ UNCH    2 0
 LZ1054
 LZ1054.Superseded values are not recommended for survey control.
 LZ1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1054.See file dsdata.txt to determine how the superseded data were derived.
 LZ1054
 LZ1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL088644(NAD 83)
 LZ1054_MARKER: DR = REFERENCE MARK DISK
 LZ1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1054_STAMPING: CARSON NO 2 1969
 LZ1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1054+STABILITY: SURFACE MOTION
 LZ1054
 LZ1054  HISTORY     - Date     Condition        Report By
 LZ1054  HISTORY     - 1969     MONUMENTED       CGS
 LZ1054
 LZ1054                          STATION DESCRIPTION
 LZ1054
 LZ1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LZ1054'1.6 MI NW FROM JERSEY SHORE.
 LZ1054'AT THE CARSON STATION SITE-- 62.79 FEET NORTHWEST OF THE STATION,
 LZ1054'59.2 FEET NORTH OF THE METAL WITNESS SIGN, 2.0 FEET WEST OF THE
 LZ1054'WEST EDGE OF THE FIELD, SET IN THE TOP OF A CONCRETE POST
 LZ1054'PROJECTING 1-INCH AND IS ABOUT 5 FEET ABOVE THE LEVEL OF THE
 LZ1054'STATION.  NOTE-- FOR DESCRIPTION SEE STATION CARSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2106 ***********************************************************************
 MA2106  DESIGNATION -  CARTER HILL
 MA2106  PID         -  MA2106
 MA2106  STATE/COUNTY-  PA/ERIE
 MA2106  USGS QUAD   -  CORRY (1993)
 MA2106
 MA2106                         *CURRENT SURVEY CONTROL
 MA2106  ___________________________________________________________________
 MA2106* NAD 83(1992)-  41 58 25.42090(N)    079 42 00.31828(W)     ADJUSTED  
 MA2106* NAVD 88     -       572.     (meters)    1877.     (feet)  SCALED    
 MA2106  ___________________________________________________________________
 MA2106  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 MA2106  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 MA2106
 MA2106  HORZ ORDER  -  FIRST
 MA2106
 MA2106.The horizontal coordinates were established by classical geodetic methods
 MA2106.and adjusted by the National Geodetic Survey in June 2002..
 MA2106
 MA2106.The orthometric height was scaled from a topographic map.
 MA2106
 MA2106.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2106
 MA2106.The geoid height was determined by GEOID03.
 MA2106
 MA2106;                    North         East     Units Scale Factor Converg.
 MA2106;SPC PA N     -   202,506.524   438,380.270   MT  1.00000394   -1 17 24.2
 MA2106;SPC PA N     -   664,390.15  1,438,252.60   sFT  1.00000394   -1 17 24.2
 MA2106;SPC NY W     -   219,779.342   257,443.098   MT  1.00004288   -0 44 48.9
 MA2106;SPC NY W     -   721,059.39    844,627.90   sFT  1.00004288   -0 44 48.9
 MA2106;UTM  17      - 4,647,676.449   607,700.849   MT  0.99974273   +0 52 10.0
 MA2106
 MA2106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2106!SPC PA N     -   0.99991563  x   1.00000394  =   0.99991957
 MA2106!SPC NY W     -   0.99991563  x   1.00004288  =   0.99995850
 MA2106!UTM  17      -   0.99991563  x   0.99974273  =   0.99965838
 MA2106
 MA2106|---------------------------------------------------------------------|
 MA2106| PID    Reference Object                     Distance      Geod. Az  |
 MA2106|                                                           dddmmss.s |
 MA2106| CX3384 CARTER HILL RM 2                     25.899 METERS 07546     |
 MA2106| MA2110 CORRY ST EDWARDS CATHOLIC CH        APPROX. 7.4 KM 1412030.0 |
 MA2106| MA2112 CORRY HIGH SCHOOL BELFRY            APPROX. 7.8 KM 1413115.4 |
 MA2106| CX3382 CARTER HILL AZ MK                                  2634845.0 |
 MA2106| CX3383 CARTER HILL RM 1                     28.362 METERS 33813     |
 MA2106|---------------------------------------------------------------------|
 MA2106
 MA2106                          SUPERSEDED SURVEY CONTROL
 MA2106
 MA2106  NAD 83(1996)-  41 58 25.42129(N)    079 42 00.31833(W) AD(       ) 1
 MA2106  NAD 83(1986)-  41 58 25.42398(N)    079 42 00.31399(W) AD(       ) 1
 MA2106  NAD 27      -  41 58 25.23069(N)    079 42 01.13248(W) AD(       ) 1
 MA2106
 MA2106.Superseded values are not recommended for survey control.
 MA2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2106.See file dsdata.txt to determine how the superseded data were derived.
 MA2106
 MA2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG0770147676(NAD 83)
 MA2106_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2106
 MA2106  HISTORY     - Date     Condition        Report By
 MA2106  HISTORY     - 1938     MONUMENTED       CGS
 MA2106  HISTORY     - 19900429 GOOD             USPSQD
 MA2106
 MA2106                          STATION DESCRIPTION
 MA2106
 MA2106'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 MA2106'STATION IS ON A SMALL HILL APPROXIMATELY 5 MILES NW OF CORRY,
 MA2106'APPROXIMATELY 0.2 MILE NE OF CARTER HILL SCHOOLHOUSE, ON PROPERTY
 MA2106'OF MR. NICK KALIKA.  STATION IS IN AN ORCHARD, ENCLOSED ON FOUR SIDES
 MA2106'BY BARBWIRE FENCE, APPROXIMATELY 150 YARDS SSE OF MR. KALIKAS
 MA2106'HOUSE AND APPROXIMATELY 150 YARDS S OF BARN, IN SW CORNER OF ORCHARD,
 MA2106'13 FEET E OF N-S WIRE FENCE, AND 63 FEET N OF E-W WIRE FENCE, ALL
 MA2106'MARKS ARE STAMPED CARTER HILL 1938.
 MA2106'
 MA2106'REFERENCE MARK NO. 1 IS N OF STATION IN ORCHARD, 2 FEET E OF N-S WIRE
 MA2106'FENCE, 45 FEET S OF NW FENCE CORNER.  REFERENCE MARK NO. 2 IS E OF
 MA2106'STATION, IN ORCHARD, 98 FEET E OF W FENCE LINE, 77 FEET N OF S FENCE
 MA2106'LINE.
 MA2106'
 MA2106'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE WSW OF STATION, 0.15 MILE WNW
 MA2106'OF CARTER HILL SCHOOLHOUSE, AND 18 FEET N OF CENTER LINE OF
 MA2106'DIRT ROAD.
 MA2106'
 MA2106'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 MA2106'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 MA2106'
 MA2106'TO REACH STATION FROM CORRY AT STOPLIGHT AT INTERSECTION OF U.S. 6
 MA2106'AND ROUTE 189, GO N ON 189 1.2 MILES TO T L (MACADAM), TURN
 MA2106'L AND FOLLOW MACADAM ROAD 3.0 MILES TO END OF MACADAM AND
 MA2106'INTERSECTION OF FIVE ROADS (CARTER HILL SCHOOLHOUSE IS AT THIS
 MA2106'INTERSECTION), *TURN R HERE ON DIRT ROAD (NOT DIRT ROAD THAT CUTS
 MA2106'SHARPLY BACK TO FARMHOUSE) AND GO 0.2 MILE TO FARMHOUSE OF MR.
 MA2106'KALIKA ON R, TURN R, GO PAST HOUSE TO STATION IN ORCHARD.
 MA2106'
 MA2106'*TO REACH AZIMUTH FROM THIS POINT, CONTINUE STRAIGHT AHEAD BETWEEN
 MA2106'SCHOOLHOUSE AND CHURCH 0.15 MILE TO AZIMUTH MARK ON R SIDE OF ROAD,
 MA2106'6 PACES FROM CENTER LINE.
 MA2106'
 MA2106'90-FOOT TOWER SAW ALL STATIONS BUT WONNER, IT WAS NECESSARY TO ADD
 MA2106'20-FOOT SUPER-STRUCTURE TO SEE THIS STATION.
 MA2106'
 MA2106'HEIGHT OF LIGHT ABOVE STATION MARK- 30.36 METERS.
 MA2106
 MA2106                          STATION RECOVERY (1990)
 MA2106
 MA2106'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCD)
 MA2106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ2010 ***********************************************************************
 LZ2010  DESIGNATION -  CASE
 LZ2010  PID         -  LZ2010
 LZ2010  STATE/COUNTY-  PA/BRADFORD
 LZ2010  USGS QUAD   -  ULSTER (1969)
 LZ2010
 LZ2010                         *CURRENT SURVEY CONTROL
 LZ2010  ___________________________________________________________________
 LZ2010* NAD 83(1992)-  41 46 59.14320(N)    076 35 51.49614(W)     ADJUSTED  
 LZ2010* NAVD 88     -       346.4    (meters)    1136.     (feet)  VERTCON   
 LZ2010  ___________________________________________________________________
 LZ2010  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 LZ2010  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 LZ2010
 LZ2010  HORZ ORDER  -  SECOND
 LZ2010
 LZ2010.The horizontal coordinates were established by classical geodetic methods
 LZ2010.and adjusted by the National Geodetic Survey in June 2002..
 LZ2010
 LZ2010.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ2010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ2010
 LZ2010.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ2010
 LZ2010.The geoid height was determined by GEOID03.
 LZ2010
 LZ2010;                    North         East     Units Scale Factor Converg.
 LZ2010;SPC PA N     -   180,150.698   695,792.614   MT  0.99997717   +0 45 44.4
 LZ2010;SPC PA N     -   591,044.42  2,282,779.60   sFT  0.99997717   +0 45 44.4
 LZ2010;UTM  18      - 4,626,927.508   367,237.093   MT  0.99981690   -1 03 52.9
 LZ2010
 LZ2010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ2010!SPC PA N     -   0.99995080  x   0.99997717  =   0.99992797
 LZ2010!UTM  18      -   0.99995080  x   0.99981690  =   0.99976771
 LZ2010
 LZ2010|---------------------------------------------------------------------|
 LZ2010| PID    Reference Object                     Distance      Geod. Az  |
 LZ2010|                                                           dddmmss.s |
 LZ2010| CB3773 CASE RM 1                            14.676 METERS 18653     |
 LZ2010| CB3772 CASE AZ MK                                         2011812.0 |
 LZ2010| CB3774 CASE RM 2                            32.172 METERS 24520     |
 LZ2010|---------------------------------------------------------------------|
 LZ2010
 LZ2010                          SUPERSEDED SURVEY CONTROL
 LZ2010
 LZ2010  NAD 83(1996)-  41 46 59.14231(N)    076 35 51.49601(W) AD(       ) 2
 LZ2010  NAD 83(1986)-  41 46 59.14399(N)    076 35 51.49389(W) AD(       ) 2
 LZ2010  NAD 27      -  41 46 58.87448(N)    076 35 52.68176(W) AD(       ) 2
 LZ2010  NGVD 29 (07/19/86)  346.6    (m)         1137.     (f) VERT ANG       
 LZ2010
 LZ2010.Superseded values are not recommended for survey control.
 LZ2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ2010.See file dsdata.txt to determine how the superseded data were derived.
 LZ2010
 LZ2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM6723726928(NAD 83)
 LZ2010_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ2010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ2010
 LZ2010  HISTORY     - Date     Condition        Report By
 LZ2010  HISTORY     - 1968     MONUMENTED       CGS
 LZ2010
 LZ2010                          STATION DESCRIPTION
 LZ2010
 LZ2010'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (WMJ)
 LZ2010'THE STATION IS LOCATED ABOUT 1.5 MILES WEST-NORTHWEST OF LUTHERS
 LZ2010'MILLS, 0.5 MILE NORTHEAST OF BURLINGTON AND 0.2 MILE NORTH OF
 LZ2010'U.S. HIGHWAY 6.  IT IS IN AN OPEN FIELD ON THE SOUTH SLOPE OF HILL.
 LZ2010'THE PROPERTY IS OWNED BY MR. LOUIS CASE.
 LZ2010'
 LZ2010'TO REACH THE STATION FROM THE POST OFFICE IN BURLINGTON, GO EAST ON
 LZ2010'U.S. HIGHWAY 6 FOR 0.5 MILE TO A DRIVEWAY ON THE LEFT, JUST
 LZ2010'AFTER PASSING MR. CASES HOUSE ON THE LEFT, TURN LEFT AND GO NORTH ON
 LZ2010'THE DRIVEWAY FOR 50 FEET TO A FORK, TAKE THE RIGHT FORK AND GO
 LZ2010'EAST AND NORTH ON A DIM TRACK ROAD FOR 0.2 MILE TO AN OPENING INTO A
 LZ2010'FIELD ON THE LEFT, TURN LEFT AND GO WEST UP THE STEEP HILL
 LZ2010'FOR 100 YARDS TO THE STATION.
 LZ2010'
 LZ2010'THE STATION MARK IS SET IN THE CENTER OF THE CLEARED AREA, 5.1 FEET
 LZ2010'SOUTHWEST OF A METAL WITNESS POST.  THE MARK IS A STANDARD DISK
 LZ2010'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES AND IS
 LZ2010'STAMPED CASE 1968.
 LZ2010'
 LZ2010'REFERENCE MARK NO. 1 IS 52.5 FEET SOUTH-SOUTHWEST OF THE METAL
 LZ2010'WITNESS POST AND 33 FEET NORTHWEST OF AN 8-INCH PINE TREE.
 LZ2010'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 LZ2010'BEDROCK ABOUT 5 FEET LOWER THAN THE STATION AND IS STAMPED CASE
 LZ2010'NO 1 1968.
 LZ2010'
 LZ2010'REFERENCE MARK NO. 2 IS 110.3 FEET WEST OF THE METAL WITNESS POST.
 LZ2010'THE MARK IS A STANDARD DISK CEMTNTED IN A
 LZ2010'DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 3 FEET LOWER THAN THE STATION
 LZ2010'AND IS STAMPED CASE NO 2 1968.
 LZ2010'
 LZ2010'THE AZIMUTH MARK IS 23 FEET WEST OF THE APPROXIMATE CENTER OF THE
 LZ2010'PAVED ROAD, 1.7 FEET NORTH OF A METAL WITNESS POST AND 1.5
 LZ2010'FEET EAST OF A WIRE FENCE.  THE MARK IS A STANDARD DISK SET IN THE
 LZ2010'TOP OF A SQUARE CONCRETE POST PROJECTING 3 INCHES AND IS
 LZ2010'STAMPED CASE 1968.
 LZ2010'
 LZ2010'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN BURLINGTON, GO
 LZ2010'SOUTH ON THE PAVED ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT,
 LZ2010'IN A FENCELINE.
 LZ2010'
 LZ2010'HEIGHT OF LIGHT ABOVE STATION MARK 2.62 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3088 ***********************************************************************
 KY3088  DESIGNATION -  CASTLE SHANNON S PITTSBURGH TK
 KY3088  PID         -  KY3088
 KY3088  STATE/COUNTY-  PA/ALLEGHENY
 KY3088  USGS QUAD   -  BRIDGEVILLE (1979)
 KY3088
 KY3088                         *CURRENT SURVEY CONTROL
 KY3088  ___________________________________________________________________
 KY3088* NAD 83(1992)-  40 21 32.28965(N)    080 01 15.24969(W)     ADJUSTED  
 KY3088* NAVD 88     -                                                        
 KY3088  ___________________________________________________________________
 KY3088  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 KY3088  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 KY3088
 KY3088  HORZ ORDER  -  THIRD
 KY3088
 KY3088.The horizontal coordinates were established by classical geodetic methods
 KY3088.and adjusted by the National Geodetic Survey in June 2002..
 KY3088
 KY3088
 KY3088.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3088
 KY3088.The geoid height was determined by GEOID03.
 KY3088
 KY3088;                    North         East     Units Scale Factor Converg.
 KY3088;SPC PA S     -   116,361.253   407,126.952   MT  0.99996078   -1 28 24.0
 KY3088;SPC PA S     -   381,761.88  1,335,715.68   sFT  0.99996078   -1 28 24.0
 KY3088;UTM  17      - 4,468,060.566   583,136.833   MT  0.99968508   +0 38 02.7
 KY3088
 KY3088                          SUPERSEDED SURVEY CONTROL
 KY3088
 KY3088  NAD 83(1995)-  40 21 32.29061(N)    080 01 15.25134(W) AD(       ) 4
 KY3088  NAD 83(1986)-  40 21 32.29314(N)    080 01 15.25910(W) AD(       ) 4
 KY3088  NAD 27      -  40 21 32.04300(N)    080 01 16.06900(W) AD(       ) 3
 KY3088
 KY3088.Superseded values are not recommended for survey control.
 KY3088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3088.See file dsdata.txt to determine how the superseded data were derived.
 KY3088
 KY3088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE8313768061(NAD 83)
 KY3088_MARKER: 53 = ELEVATED TANK
 KY3088
 KY3088  HISTORY     - Date     Condition        Report By
 KY3088  HISTORY     - 1958     FIRST OBSERVED   CGS
 KY3088  HISTORY     - 1981     GOOD             NGS
 KY3088
 KY3088                          STATION DESCRIPTION
 KY3088
 KY3088'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KY3088'THE STATION IS THE ANTENNA ATOP A WATER TANK WHICH IS LOCATED 0.2
 KY3088'MILE SOUTHEAST OF CASTLE SHANNON, 0.3 MILE WEST AND 0.3 MILE
 KY3088'SOUTH OF STATE HIGHWAY 88.
 KY3088'
 KY3088'THE TANK IS LARGE, OVAL SHAPED, SILVER, 14 LEGGED STEEL STRUCTURE
 KY3088'WHICH IS 150 FEET IN HEIGHT.
 KY3088
 KY3088                          STATION RECOVERY (1981)
 KY3088
 KY3088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DRM)
 KY3088'STATION RECOVERED AS DESCRIBED.
 KY3088'
 KY3088'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--CASTLE SHANNON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB3011 ***********************************************************************
 MB3011  CBN         -  This is a Cooperative Base Network Control Station.
 MB3011  DESIGNATION -  CASTPORT
 MB3011  PID         -  MB3011
 MB3011  STATE/COUNTY-  PA/LAWRENCE
 MB3011  USGS QUAD   -  EDINBURG (1990)
 MB3011
 MB3011                         *CURRENT SURVEY CONTROL
 MB3011  ___________________________________________________________________
 MB3011* NAD 83(1992)-  41 01 28.34848(N)    080 24 52.57929(W)     ADJUSTED  
 MB3011* NAVD 88     -       315.1    (meters)    1034.     (feet)  GPS OBS   
 MB3011  ___________________________________________________________________
 MB3011  X           -     802,449.770 (meters)                     COMP
 MB3011  Y           -  -4,751,733.949 (meters)                     COMP
 MB3011  Z           -   4,164,664.152 (meters)                     COMP
 MB3011  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 MB3011  ELLIP HEIGHT-         281.00  (meters)          (03/28/01) GPS OBS
 MB3011  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 MB3011
 MB3011  HORZ ORDER  -  A
 MB3011  ELLP ORDER  -  THIRD     CLASS II
 MB3011
 MB3011.The horizontal coordinates were established by GPS observations
 MB3011.and adjusted by the National Geodetic Survey in March 2001..
 MB3011
 MB3011.The orthometric height was determined by GPS observations and a
 MB3011.high-resolution geoid model.
 MB3011
 MB3011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3011
 MB3011.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3011
 MB3011.The ellipsoidal height was determined by GPS observations
 MB3011.and is referenced to NAD 83.
 MB3011
 MB3011.The geoid height was determined by GEOID03.
 MB3011
 MB3011;                    North         East     Units Scale Factor Converg.
 MB3011;SPC PA S     -   191,170.454   375,927.959   MT  1.00000961   -1 43 43.6
 MB3011;SPC PA S     -   627,198.40  1,233,356.98   sFT  1.00000961   -1 43 43.6
 MB3011;UTM  17      - 4,541,646.405   549,214.440   MT  0.99962981   +0 23 03.3
 MB3011
 MB3011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3011!SPC PA S     -   0.99995592  x   1.00000961  =   0.99996553
 MB3011!UTM  17      -   0.99995592  x   0.99962981  =   0.99958575
 MB3011
 MB3011:                Primary Azimuth Mark                     Grid Az
 MB3011:SPC PA S     -  CASTPORT AZ MK                           038 07 37.3
 MB3011:UTM  17      -  CASTPORT AZ MK                           036 00 50.4
 MB3011
 MB3011|---------------------------------------------------------------------|
 MB3011| PID    Reference Object                     Distance      Geod. Az  |
 MB3011|                                                           dddmmss.s |
 MB3011| MB3012 CASTPORT AZ MK                      424.438 METERS 0362353.7 |
 MB3011|---------------------------------------------------------------------|
 MB3011
 MB3011                          SUPERSEDED SURVEY CONTROL
 MB3011
 MB3011  NAD 83(1995)-  41 01 28.35098(N)    080 24 52.58887(W) AD(       ) 3
 MB3011  NAD 83(1986)-  41 01 28.35677(N)    080 24 52.58826(W) AD(       ) 3
 MB3011  NGVD 29 (09/11/89)  315.3    (m)         1034.     (f) GPS OBS        
 MB3011
 MB3011.Superseded values are not recommended for survey control.
 MB3011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3011.See file dsdata.txt to determine how the superseded data were derived.
 MB3011
 MB3011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF4921441646(NAD 83)
 MB3011_MARKER: I = METAL ROD
 MB3011_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MB3011_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MB3011_STAMPING: CASTPORT 1988
 MB3011_MARK LOGO: NGS   
 MB3011_PROJECTION: FLUSH
 MB3011_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB3011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB3011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3011+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2000
 MB3011_ROD/PIPE-DEPTH: 6.1  meters
 MB3011_SLEEVE-DEPTH  : 1.0 meters
 MB3011
 MB3011  HISTORY     - Date     Condition        Report By
 MB3011  HISTORY     - 1988     MONUMENTED       NGS
 MB3011  HISTORY     - 20000317 GOOD             NGS
 MB3011
 MB3011                          STATION DESCRIPTION
 MB3011
 MB3011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 MB3011'THE STATION IS LOCATED ABOUT 6.3 KM (3.90 MI) NORTHWEST OF NEW CASTLE,
 MB3011'2.4 KM (1.50 MI) NORTHEAST OF EDINBURG, AT THE NEW CASTLE MUNICIPAL
 MB3011'AIRPORT, ON THE NORTHWEST EDGE OF A WIDE PARALLEL TAXIWAY AND IN THE
 MB3011'EAST ANGLE OF THE INTERSECTION OF THE TWO ASPHALT RUNWAYS.
 MB3011'OWNERSHIP--NEW CASTLE AIRPORT AUTHORITY, C/O AIRPORT MANAGER DON
 MB3011'BAYNHAM, P.O. BOX 963, NEW CASTLE PA 16103.  PHONE 412-452-2821.  FBO
 MB3011'AT AIRPORT IS MARTY HASKI, PHONE 412-652-5546.
 MB3011'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 224 AND 422 ON
 MB3011'THE NORTHWEST SIDE OF NEW CASTLE, GO NORTHWEST FOR 1.4 KM (0.85 MI) ON
 MB3011'HIGHWAY 224 TO A PAVED CROSSROAD.  TURN RIGHT AND GO NORTH FOR 1.1 KM
 MB3011'(0.70 MI) ON THE PAVED ROAD TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.
 MB3011'TURN LEFT AND GO WEST FOR 0.4 KM (0.25 MI) ON THE AIRPORT ENTRANCE
 MB3011'ROAD TO A PAVED ROAD ON THE RIGHT JUST BEFORE REACHING THE AIRPORT
 MB3011'ADMINISTRATION BUILDING AND HANGAR.  TURN RIGHT AND GO NORTHWEST FOR
 MB3011'0.1 KM (0.05 MI) ON THE PAVED AND GRAVEL ROAD ALONG THE NORTHEAST SIDE
 MB3011'OF THE FENCE AND ACROSS THE ASPHALT APRON TO THE TAXIWAY.  TURN LEFT
 MB3011'AND GO SOUTHWEST FOR 0.2 KM (0.10 MI) ON THE WIDE TAXIWAY TO THE
 MB3011'STATION ON THE RIGHT JUST BEFORE REACHING RUNWAY 13-31.
 MB3011'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 MB3011'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 6.1 METERS IN A GREASE
 MB3011'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 MB3011'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 MB3011'79.7 M (261.5 FT) SOUTHEAST FROM THE CENTER OF RUNWAY 5-23, 47.0 M
 MB3011'(154.2 FT) NORTHEAST FROM THE CENTER OF RUNWAY 13-31, 24.7 M
 MB3011'(81.0 FT) WEST FROM THE CENTER OF A SQUARE CONCRETE CABLE COVER ON THE
 MB3011'NORTHWEST EDGE OF THE TAXIWAY, AND 7.5 M (24.6 FT) NORTHWEST FROM THE
 MB3011'NORTHWEST EDGE OF THE ASPHALT TAXIWAY.
 MB3011'DESCRIBED BY C.L. SMITH, TYPED BY G.A. MEANS.
 MB3011
 MB3011                          STATION RECOVERY (2000)
 MB3011
 MB3011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 MB3011'THE STATION IS LOCATED ABOUT 6.3 KM (3.90 MI) NORTHWEST OF NEW CASTLE,
 MB3011'2.4 KM (1.50 MI) NORTHEAST OF EDINBURG, AT THE NEW CASTLE MUNICIPAL
 MB3011'AIRPORT, IN THE GRASSY MEDIAN BETWEEN THE PARALLEL TAXIWAY AND RUNWAY
 MB3011'5-23.  OWNERSHIP--NEW CASTLE AIRPORT AUTHORITY.  CONTACT MR. MARTY
 MB3011'HASKI, AIRPORT MANAGER, ONE DAY IN ADVANCE BEFORE OCCUPYING THIS
 MB3011'STATION, PHONE 724-652-5546.  TO REACH THE STATION FROM THE JUNCTION
 MB3011'OF US HIGHWAY 422 BYPASS AND US HIGHWAY 224 LOCATED ON THE NORTHWEST
 MB3011'SIDE OF NEW CASTLE, GO NORTHWEST ON HIGHWAY 224 FOR 1.4 KM (0.85 MI)
 MB3011'TO A Y-JUNCTION ON THE RIGHT.  BEAR RIGHT, NORTHERLY ON THE ROAD FOR
 MB3011'1.1 KM (0.70 MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT, WEST ON THE
 MB3011'ROAD FOR 0.4 KM (0.25 MI) TO A PAVED ROAD ON THE RIGHT. TURN RIGHT ON
 MB3011'THE ROAD FOR 0.08 KM (0.05 MI) TO A GATE ON THE RIGHT AND TERMINAL
 MB3011'BUILDING STRAIGHT AHEAD.  TURN RIGHT, PASSING THROUGH THE GATE AND
 MB3011'BEAR LEFT, SOUTHWESTERLY TO THE FRONT OF THE TERMINAL BUILDING.  GO
 MB3011'SOUTHWEST ALONG THE TAXIWAY FOR 0.08 KM (0.05 MI) TO A SIGN --13-31--
 MB3011'JUST BEFORE THE HOLD BAR FOR RUNWAY 13-31 AND THE STATION ON THE
 MB3011'RIGHT.  THE STATION IS A PUNCH MARK ON THE TOP OF A STAINLESS STEEL
 MB3011'ROD ENCASED IN A 13 CM PVC PIPE WITH AN NGS LOGO CAP SURROUNDED BY
 MB3011'CONCRETE AND FLUSH WITH GROUND.  LOCATED 79.7 M (261.5 FT) SOUTHEAST
 MB3011'OF THE CENTER OF RUNWAY 5-23, 47.0 M (154.2 FT) NORTHEAST OF THE
 MB3011'CENTER OF RUNWAY 13-31, 7.5 M (24.6 FT) NORTHWEST OF THE NORTHWEST
 MB3011'EDGE OF THE TAXIWAY AND 2.8 M (9.2 FT) NORTHEAST OF THE NORTH CORNER
 MB3011'OF THE SIGN --13-31--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB3012 ***********************************************************************
 MB3012  DESIGNATION -  CASTPORT AZ MK
 MB3012  PID         -  MB3012
 MB3012  STATE/COUNTY-  PA/LAWRENCE
 MB3012  USGS QUAD   -  EDINBURG (1990)
 MB3012
 MB3012                         *CURRENT SURVEY CONTROL
 MB3012  ___________________________________________________________________
 MB3012* NAD 83(1992)-  41 01 39.42298(N)    080 24 41.79816(W)     ADJUSTED  
 MB3012* NAVD 88     -       311.6    (meters)    1022.     (feet)  VERTCON   
 MB3012  ___________________________________________________________________
 MB3012  X           -     802,660.334 (meters)                     COMP
 MB3012  Y           -  -4,751,468.234 (meters)                     COMP
 MB3012  Z           -   4,164,919.563 (meters)                     COMP
 MB3012  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 MB3012  ELLIP HEIGHT-         277.45  (meters)          (06/21/02) GPS OBS
 MB3012  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 MB3012
 MB3012  HORZ ORDER  -  THIRD
 MB3012  ELLP ORDER  -  FOURTH    CLASS I
 MB3012
 MB3012.The horizontal coordinates were established by GPS observations
 MB3012.and adjusted by the National Geodetic Survey in June 2002..
 MB3012
 MB3012.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3012
 MB3012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3012
 MB3012.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3012
 MB3012.The ellipsoidal height was determined by GPS observations
 MB3012.and is referenced to NAD 83.
 MB3012
 MB3012.The geoid height was determined by GEOID03.
 MB3012
 MB3012;                    North         East     Units Scale Factor Converg.
 MB3012;SPC PA S     -   191,504.339   376,190.013   MT  1.00001015   -1 43 36.6
 MB3012;SPC PA S     -   628,293.82  1,234,216.73   sFT  1.00001015   -1 43 36.6
 MB3012;UTM  17      - 4,541,989.595   549,463.910   MT  0.99963011   +0 23 10.5
 MB3012
 MB3012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3012!SPC PA S     -   0.99995648  x   1.00001015  =   0.99996663
 MB3012!UTM  17      -   0.99995648  x   0.99963011  =   0.99958661
 MB3012
 MB3012:                Primary Azimuth Mark                     Grid Az
 MB3012:SPC PA S     -  CASTPORT                                 218 07 37.4
 MB3012:UTM  17      -  CASTPORT                                 216 00 50.3
 MB3012
 MB3012|---------------------------------------------------------------------|
 MB3012| PID    Reference Object                     Distance      Geod. Az  |
 MB3012|                                                           dddmmss.s |
 MB3012| MB3011 CASTPORT                            424.438 METERS 2162400.8 |
 MB3012|---------------------------------------------------------------------|
 MB3012
 MB3012                          SUPERSEDED SURVEY CONTROL
 MB3012
 MB3012  NAD 83(1995)-  41 01 39.42542(N)    080 24 41.80724(W) AD(       ) 3
 MB3012  NAD 83(1986)-  41 01 39.43136(N)    080 24 41.80678(W) AD(       ) 3
 MB3012  NGVD 29 (09/11/89)  311.8    (m)         1023.     (f) GPS OBS        
 MB3012
 MB3012.Superseded values are not recommended for survey control.
 MB3012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3012.See file dsdata.txt to determine how the superseded data were derived.
 MB3012
 MB3012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF4946441990(NAD 83)
 MB3012_MARKER: I = METAL ROD
 MB3012_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MB3012_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MB3012_STAMPING: CASTPORT AZ MK 1988
 MB3012_MARK LOGO: NGS   
 MB3012_PROJECTION: FLUSH
 MB3012_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MB3012+STABILITY: POSITION/ELEVATION WELL
 MB3012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3012+SATELLITE: SATELLITE OBSERVATIONS - 1988
 MB3012_ROD/PIPE-DEPTH: 5.2  meters
 MB3012_SLEEVE-DEPTH  : 1.0 meters
 MB3012
 MB3012  HISTORY     - Date     Condition        Report By
 MB3012  HISTORY     - 1988     MONUMENTED       NGS
 MB3012
 MB3012                          STATION DESCRIPTION
 MB3012
 MB3012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 MB3012'THE STATION IS LOCATED ABOUT 6.3 KM (3.90 MI) NORTHWEST OF NEW CASTLE,
 MB3012'2.4 KM (1.50 MI) NORTHEAST OF EDINBURG, AT THE NEW CASTLE MUNICIPAL
 MB3012'AIRPORT, IN THE GRASS STRIP BETWEEN THE PARALLEL TAXIWAY AND RUNWAY
 MB3012'5-23, AND NEAR A CONNECTING TAXIWAY.
 MB3012'OWNERSHIP--NEW CASTLE AIRPORT AUTHORITY, C/O AIRPORT MANAGER DON
 MB3012'BAYNHAM, P.O. BOX 963, NEW CASTLE PA 16103.  PHONE 412-452-2821.  FBO
 MB3012'AT AIRPORT IS MARTY HASKI, PHONE 412-652-5546.
 MB3012'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 224 AND 422 ON
 MB3012'THE NORTHWEST SIDE OF NEW CASTLE, GO NORTHWEST FOR 1.4 KM (0.85 MI) ON
 MB3012'HIGHWAY 224 TO A PAVED CROSSROAD.  TURN RIGHT AND GO NORTH FOR 1.1 KM
 MB3012'(0.70 MI) ON THE PAVED ROAD TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.
 MB3012'TURN LEFT AND GO WEST FOR 0.4 KM (0.25 MI) ON THE AIRPORT ENTRANCE
 MB3012'ROAD TO A PAVED ROAD ON THE RIGHT JUST BEFORE REACHING THE AIRPORT
 MB3012'ADMINISTRATION BUILDING AND HANGAR.  TURN RIGHT AND GO NORTHWEST FOR
 MB3012'0.1 KM (0.05 MI) ON THE PAVED AND GRAVEL ROAD ON THE NORTHEAST SIDE OF
 MB3012'A FENCE AND ACROSS THE ASPHALT APRON TO THE TAXIWAY.  TURN RIGHT AND
 MB3012'GO NORTHEAST FOR 0.2 KM (0.10 MI) ON THE WIDE TAXIWAY TO A CONNECTING
 MB3012'TAXIWAY ON THE LEFT.  TURN LEFT AND GO NORTHWEST FOR 0.1 KM (0.05 MI)
 MB3012'ON THE CONNECTING TAXIWAY TO THE PARALLEL TAXIWAY ON THE RIGHT.  TURN
 MB3012'RIGHT AND GO NORTHEAST FOR 0.1 KM (0.05 MI) ON THE PARALLEL TAXIWAY TO
 MB3012'THE STATION ON THE LEFT.
 MB3012'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 MB3012'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 5.2 METERS IN A GREASE
 MB3012'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 MB3012'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 MB3012'67.7 M (222.1 FT) NORTHEAST FROM THE CENTER OF THE CONNECTING TAXIWAY,
 MB3012'54.4 M (178.5 FT) SOUTHEAST FROM THE CENTER OF RUNWAY 5-23, 23.1 M
 MB3012'(75.8 FT) EAST-NORTHEAST FROM THE NORTHWEST END OF A 30 CM METAL PIPE
 MB3012'CULVERT UNDER THE PARALLEL TAXIWAY, 14.2 M (46.6 FT) NORTHWEST FROM
 MB3012'THE CENTER OF THE PARALLEL TAXIWAY, AND 7.5 M (24.6 FT) WEST FROM THE
 MB3012'SECOND BLUE TAXIWAY LIGHT ON THE NORTHWEST EDGE OF THE PARALLEL
 MB3012'TAXIWAY NORTHEAST FROM THE CONNECTING TAXIWAY.
 MB3012'DESCRIBED BY C.L. SMITH, TYPED BY G.A. MEANS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3005 ***********************************************************************
 KW3005  DESIGNATION -  CATAWISSA RESET
 KW3005  PID         -  KW3005
 KW3005  STATE/COUNTY-  PA/COLUMBIA
 KW3005  USGS QUAD   -  CATAWISSA (1984)
 KW3005
 KW3005                         *CURRENT SURVEY CONTROL
 KW3005  ___________________________________________________________________
 KW3005* NAD 83(1992)-  40 56 20.36469(N)    076 25 32.08294(W)     ADJUSTED  
 KW3005* NAVD 88     -       554.     (meters)    1818.     (feet)  SCALED    
 KW3005  ___________________________________________________________________
 KW3005  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 KW3005  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KW3005
 KW3005  HORZ ORDER  -  FIRST
 KW3005
 KW3005.The horizontal coordinates were established by classical geodetic methods
 KW3005.and adjusted by the National Geodetic Survey in June 2002..
 KW3005
 KW3005.The orthometric height was scaled from a topographic map.
 KW3005
 KW3005.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3005
 KW3005.The geoid height was determined by GEOID03.
 KW3005
 KW3005;                    North         East     Units Scale Factor Converg.
 KW3005;SPC PA N     -    86,622.250   711,527.830   MT  0.99999148   +0 52 34.2
 KW3005;SPC PA N     -   284,193.17  2,334,404.22   sFT  0.99999148   +0 52 34.2
 KW3005;SPC PA S     -   179,125.300   711,528.473   MT  0.99999577   +0 51 33.4
 KW3005;SPC PA S     -   587,680.26  2,334,406.33   sFT  0.99999577   +0 51 33.4
 KW3005;UTM  18      - 4,532,962.790   379,994.397   MT  0.99977725   -0 56 03.2
 KW3005
 KW3005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3005!SPC PA N     -   0.99991829  x   0.99999148  =   0.99990977
 KW3005!SPC PA S     -   0.99991829  x   0.99999577  =   0.99991406
 KW3005!UTM  18      -   0.99991829  x   0.99977725  =   0.99969556
 KW3005
 KW3005|---------------------------------------------------------------------|
 KW3005| PID    Reference Object                     Distance      Geod. Az  |
 KW3005|                                                           dddmmss.s |
 KW3005| CB3788 CATAWISSA RM 1 REJECT                              03125     |
 KW3005| CB3787 CATAWISSA RM 1                        4.432 METERS 03150     |
 KW3005| CB3789 CATAWISSA RM 2                        2.981 METERS 10435     |
 KW3005| CB3790 CATAWISSA RM 3                        6.644 METERS 11216     |
 KW3005| KW2996 CHICAGO NEW YORK AIRWAY BCN 60      APPROX.13.3 KM 1311036.2 |
 KW3005| KW3004 CATAWISSA RM                          0.287 METERS 17313     |
 KW3005| KW3147 CHICAGO NEW YORK AWY BCN 59 A       APPROX.14.2 KM 2422008.4 |
 KW3005| KW3002 AIRWAY BEACON                       APPROX. 3.6 KM 2683131.0 |
 KW3005| CB3791 CATAWISSA RM 5                        3.428 METERS 28450     |
 KW3005| KW0415 CATAWISSA RM 4 AZIMUTH                             2955202.6 |
 KW3005|---------------------------------------------------------------------|
 KW3005
 KW3005                          SUPERSEDED SURVEY CONTROL
 KW3005
 KW3005  NAD 83(1986)-  40 56 20.36488(N)    076 25 32.08070(W) AD(       ) 1
 KW3005  NAD 27      -  40 56 20.05500(N)    076 25 33.29000(W) AD(       ) 1
 KW3005
 KW3005.Superseded values are not recommended for survey control.
 KW3005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3005.See file dsdata.txt to determine how the superseded data were derived.
 KW3005
 KW3005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL7999432963(NAD 83)
 KW3005_MARKER: Z = SEE DESCRIPTION
 KW3005_SETTING: 66 = SET IN ROCK OUTCROP
 KW3005
 KW3005  HISTORY     - Date     Condition        Report By
 KW3005  HISTORY     - 1885     MONUMENTED       CGS
 KW3005  HISTORY     - 1886     GOOD             CGS
 KW3005  HISTORY     - 1934     SEE DESCRIPTION  CGS
 KW3005  HISTORY     - 1958     GOOD             CGS
 KW3005  HISTORY     - 1973     GOOD             PADT
 KW3005  HISTORY     - 1975     GOOD             NGS
 KW3005
 KW3005                          STATION DESCRIPTION
 KW3005
 KW3005'DESCRIBED BY COAST AND GEODETIC SURVEY 1885 (OHT)
 KW3005'STATION IS ON THE CATAWISSA MOUNTAIN, ABOUT 2 MILES E OF THE TOWN OF
 KW3005'CATAWISSA.  IT OVERLOOKS THE TOWN AND MAY BE SEEN FROM THE E END OF
 KW3005'THE BRIDGE CROSSING THE SUSQUEHANNA.  FROM THERE IT BEARS N 121 DEG E
 KW3005'(MAG.).  IT IS REACHED BY A CIRCUITOUS ROUTE BY FOLLOWING THE
 KW3005'POTTSVILLE ROAD ABOUT 4-1/2 MILES E FROM CATAWISSA, THERE TURN OFF ON
 KW3005'A ROAD LEADING ACROSS THE CATAWISSA MOUNTAIN.  FOLLOW THIS ROAD TO
 KW3005'THE TOP OF THE MOUNTAIN, PASSING THE SITE OF AN OLD SAWMILL WHERE
 KW3005'THERE IS A BROOK OF RUNNING WATER.  A QUARTER OF A MILE BEYOND THE
 KW3005'SAWMILL, TURN OFF FROM THE MAIN ROAD TOWARDS THE W, TO THE SHARP
 KW3005'BACKBONE OF THE MOUNTAIN AND FOLLOW IT TO WHERE IT FALLS OFF TOWARDS
 KW3005'THE W.  THE STATION WAS NOT MARKED.
 KW3005
 KW3005                          STATION RECOVERY (1886)
 KW3005
 KW3005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1886 (JWL)
 KW3005'STATION RECOVERED AS DESCRIBED.
 KW3005
 KW3005                          STATION RECOVERY (1934)
 KW3005
 KW3005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JB)
 KW3005'STATION IS LOCATED ON CATAWISSA MOUNTAIN, ABOUT 2.0 MILES (AIR LINE)
 KW3005'AND 8.2 MILES BY ROAD E OF THE TOWN OF CATAWISSA.
 KW3005'
 KW3005'STATION RECOVERED AS DESCRIBED EXCEPT THAT THE ONE DRILL HOLE
 KW3005'REFERENCE WAS NOT RECOVERED, THE ROCK IN THIS LOCATION HAVING
 KW3005'BEEN RECENTLY BROKEN AWAY.  STANDARD REFERENCE MARK DISKS WERE PLACED
 KW3005'IN THE OTHER DRILL HOLES AND NUMBERED 1, 2 AND 5 RESPECTIVELY.  A
 KW3005'STANDARD STATION MARK WAS SET IN THE DRILL HOLE MARKING THE STATION.
 KW3005'AN ADDITIONAL REFERENCE MARK (NO. 3) WAS ESTABLISHED AT THE
 KW3005'INTERSECTION OF THE DIAGONALS OF THE FOUR CONCRETE PILLARS AT THE
 KW3005'BASE OF THE FIRE TOWER AND AN AZIMUTH MARK WAS ESTABLISHED.  ALL
 KW3005'MARKS WERE STAMPED CATAWISSA 1885-1934.
 KW3005'
 KW3005'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 KW3005'HOLES IN OUTCROPPING BEDROCK.
 KW3005'
 KW3005'THE AZIMUTH MARK IS 2 MILES (AIR LINE) W OF THE STATION, IN THE TOWN
 KW3005'OF CATAWISSA.  IT IS A STANDARD BRONZE DISK SET IN A DRILL HOLE IN
 KW3005'THE TOP OF THE ROCK MASONRY ABUTMENT AT THE NE CORNER OF THE STEEL
 KW3005'BRIDGE ACROSS THE SUSQUEHANNA RIVER, 4 FEET E OF THE NE CORNER OF
 KW3005'THE BRIDGE.
 KW3005'
 KW3005'STATION MARK IS 3.9 METERS (13 FEET) WNW OF CONCRETE BASE OF SW
 KW3005'CORNER OF CATAWISSA FIRE TOWER, 6.0 METERS (20 FEET) SW OF NW
 KW3005'BASE, 7 METERS (23 FEET) E BY N OF NE CORNER OF G.T. SHED, PROJECTING
 KW3005'10 INCHES.
 KW3005'
 KW3005'REFERENCE MARK NO. 1 IS IN A 7-BY 4-FOOT FLAT BOULDER, PROJECTING 18
 KW3005'INCHES.  REFERENCE MARK NO. 2 IS IN A 2-FOOT TRIANGULAR FLAT
 KW3005'BOULDER, PROJECTING INCHES.  REFERENCE MARK NO. 3 IS IN A 6-BY
 KW3005'14-INCH RECTANGULAR GRANITE BLOCK UNDER CENTER OF FIRE TOWER,
 KW3005'PROJECTING 6 INCHES.  REFERENCE MARK NO. 5 IS IN A 4-FOOT ROUGHLY
 KW3005'SQUARE BOULDER, FLUSH WITH THE GROUND.
 KW3005'
 KW3005'TO REACH STATION FROM CATAWISSA GO TO THE E END OF MAIN STREET, BEAR
 KW3005'RIGHT AND FOLLOW ROUTE 42 (MACADAM AND CONCRETE) 1.3 MILES TO A
 KW3005'DIRT ROAD WHICH FORKS LEFT AT A SIGN ONE WAY BRIDGE AND A SIGN
 KW3005'CATAWISSA FIRE TOWER WITH AN ARROW.  TURN LEFT ON DIRT ROAD AND
 KW3005'FOLLOW SIGNS WITH ARROWS 6.8 MILES TO THE CATAWISSA FIRE TOWER AND
 KW3005'STATION.
 KW3005'
 KW3005'A 37-FOOT TOWER USED AND CLEARED ALL LINES.
 KW3005
 KW3005                          STATION RECOVERY (1958)
 KW3005
 KW3005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WER)
 KW3005'THE STATION MARK, REFERENCE MARKS 1,2,3, AND 5 AND THE AZIMUTH MARK
 KW3005'WERE RECOVERED AND IN GOOD CONDITION.
 KW3005'
 KW3005'A NEW TO REACH FOLLOWS-
 KW3005'
 KW3005'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 42 AND 242 IN CATAWISSA,
 KW3005'0.05 MILE EAST OF CATAWISSA POST OFFICE, GO EAST ON HIGHWAY 42 FOR
 KW3005'2.45 MILES TO PAVED SIDE ROAD LEFT, TURN LEFT AND GO NORTH, WEST AND
 KW3005'EAST FOR 2.35 MILES TO GRAVEL SIDE ROAD LEFT, TURN LEFT AND GO 0.5
 KW3005'MILE TO SIDE ROAD LEFT, TURN LEFT AND GO 0.3 MILE TO FORKS, TAKE
 KW3005'RIGHT FORK AS PER SIGN CATAWISSA FIRE TOWER AND GO 1.3 MILES TO
 KW3005'FORKS, TAKE LEFT FORK AND GO 1.5 MILES TO THE FIRE TOWER AND STATION.
 KW3005
 KW3005                          STATION RECOVERY (1973)
 KW3005
 KW3005'RECOVERY NOTE BY PA DEPT OF TRANSP 1973
 KW3005'STATION, RM 1, RM 2, AND RM 3 RECOVERED IN GOOD CONDITION.
 KW3005'DESCRIPTION ADEQUATE.
 KW3005'
 KW3005'PROPERTY OWNER PA GAME COMMISSION (GAMELANDS 58).
 KW3005'
 KW3005'RM 5 DESTROYED.  USGS BM DISK MISSING DRILL HOLE REMAINS.
 KW3005'
 KW3005'AZ MK NO LONGER VISIBLE FROM STATION DUE TO TREES ON LINE.
 KW3005
 KW3005                          STATION RECOVERY (1975)
 KW3005
 KW3005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KW3005'UNABLE TO MEASURE BETWEEN RMS.
 KW3005'
 KW3005'THE STATION MARK, REFERENCE MARKS 2, 3 AND 4 (AZ MK) WERE RECOVERED
 KW3005'AND FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND IN FAIR
 KW3005'CONDITION, IT IS SET IN A LARGE BOULDER WHICH COULD BE MOVED IF AN
 KW3005'ATTEMPT WAS MADE TO DO SO.  REFERENCE MARK 5 WAS FOUND DESTROYED.
 KW3005'THE DRILL HOLE FOR THE U.S.G.S. MARK WAS FOUND, THE DISK HAD BEEN
 KW3005'REMOVED.  NO NEW MARKS WERE SET AT THIS DATE.  THE DISTANCE AND
 KW3005'DIRECTION TO REFERENCE MARKS 2 AND 3 WERE WITHIN CLOSE
 KW3005'AGREEMENT WITH THE PREVIOUS OBSERVATIONS.  A LONGER DISTANCE OF 0.10
 KW3005'FOOT AND A DIFFERENCE OF 6 MINUTES IN DIRECTION WAS NOTED TO
 KW3005'REFERENCE MARK 1.  IT IS BELIEVED THE MARK WAS DISTURBED.  THERE
 KW3005'ARE NO OTHER OBJECTS VISIBLE FROM THE GROUND AND THE AZIMUTH MARK
 KW3005'IS NO LONGER VISIBLE FROM THE GROUND.
 KW3005'
 KW3005'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 KW3005'
 KW3005'THE STATION IS LOCATED ON CATAWISSA MOUNTAIN AT WHAT IS KNOWN AS
 KW3005'CATAWISSA FIRE TOWER.  IT IS 5 MILES SOUTH-SOUTHEAST OF BLOOMSBURG,
 KW3005'3 MILES WEST-SOUTHWEST OF MAINVILLE AND 2 MILES EAST OF CATAWISSA.
 KW3005'IT IS ON STATE GAME LAND NUMBER 58.
 KW3005'
 KW3005'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 339 AND 415 IN
 KW3005'MAINVILLE, GO SOUTH ON STATE HIGHWAY 339 FOR 0.9 MILE TO A SIDE ROAD
 KW3005'RIGHT.  TURN RIGHT AND GO SOUTHWEST ON A PAVED ROAD, CROSSING A
 KW3005'STEEL BRIDGE FOR 0.25 MILE TO A SIDE ROAD RIGHT, JUST AFTER
 KW3005'PASSING UNDER A RAILROAD.  TURN RIGHT AND GO NORTHWEST ON A PAVED
 KW3005'ROAD FOR 0.3 MILE TO THE END OF THE PAVED ROAD AT A HOUSE ON THE
 KW3005'RIGHT.  CONTINUE NORTHWEST ON A BLADED ROAD FOR 0.75 MILE TO A
 KW3005'CABLE GATE.  PASS THROUGH THE GATE AND GO WEST ON THE BLADED ROAD
 KW3005'FOR 2.45 MILES TO THE FIRE TOWER AND THE STATION.
 KW3005'
 KW3005'THE STATION MARK IS A STANDARD DISK STAMPED CATAWISSA 1885 1934,
 KW3005'CEMENTED IN A DRILL HOLE IN A LARGE ROCK OUTCROP WHICH PROJECTS 1
 KW3005'FOOT.  IT IS 19.5 FEET NORTHWEST OF THE NORTHEAST LEG OF THE
 KW3005'LOOKOUT TOWER, 16 FEET EAST OF A DOUBLE TRUNKED 12-INCH OAK TREE,
 KW3005'13.2 FEET NORTH OF THE NORTHWEST LEG OF THE LOOKOUT TOWER, 2.5
 KW3005'FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE OUTCROP AND 1.5 FEET
 KW3005'SOUTHWEST OF THE NORTHEAST EDGE OF THE OUTCROP.
 KW3005'
 KW3005'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CATAWISSA NO. 1 1885
 KW3005'1934, CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP PROJECTING 1.5
 KW3005'FEET.  IT IS 15.4 FEET NORTH OF THE NORTHEAST LEG OF THE LOOKOUT
 KW3005'TOWER AND 28.5 FEET EAST OF A 12-INCH TREE.
 KW3005'
 KW3005'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CATAWISSA NO 2 1885
 KW3005'1934, CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP PROJECTION 6
 KW3005'INCHES.  IT IS 24 FEET SOUTHEAST OF THE TREE AND 6.4 FEET NORTHEAST
 KW3005'OF THE NORTHEAST LEG OF THE LOOKOUT TOWER.
 KW3005'
 KW3005'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CATAWISSA NO 3 1885
 KW3005'1934, CEMENTED IN A DRILL HOLE A 8-INCH SQUARE ROCK NEAR THE CENTER
 KW3005'OF THE LOOKOUT TOWER AND IT PROJECTS 4 INCHES.
 KW3005'
 KW3005'REFERENCE MARK 4 (AZ MK) IS A STANDARD DISK STAMPED CATAWISSA NO 4
 KW3005'1885 1934, CEMENTED IN A DRILL HOLE IN THE NORTHEAST BANISTER OF
 KW3005'THE RIVER BRIDGE OVER THE SUSQUEHANNA RIVER IN THE WEST EDGE OF
 KW3005'CATAWISSA.  IT IS 17.2 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 KW3005'42 AND 9.3 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE BRIDGE.
 KW3005'THE STAMPING ON THIS DISK IS DIFFICULT TO READ AND IT IS ABOUT 3
 KW3005'FEET HIGHER THAN THE ROAD.
 KW3005'
 KW3005'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES EAST OF
 KW3005'CATAWISSA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0415 ***********************************************************************
 KW0415  DESIGNATION -  CATAWISSA RM 4 AZIMUTH
 KW0415  PID         -  KW0415
 KW0415  STATE/COUNTY-  PA/COLUMBIA
 KW0415  USGS QUAD   -  CATAWISSA (1984)
 KW0415
 KW0415                         *CURRENT SURVEY CONTROL
 KW0415  ___________________________________________________________________
 KW0415* NAD 83(1986)-  40 57 13.     (N)    076 27 56.     (W)     SCALED    
 KW0415* NAVD 88     -       146.956  (meters)     482.14   (feet)  ADJUSTED  
 KW0415  ___________________________________________________________________
 KW0415  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KW0415  DYNAMIC HT  -         146.893 (meters)     481.93  (feet)  COMP
 KW0415  MODELED GRAV-     980,195.7   (mgal)                       NAVD 88
 KW0415
 KW0415  VERT ORDER  -  SECOND    CLASS 0
 KW0415
 KW0415.The horizontal coordinates were scaled from a topographic map and have
 KW0415.an estimated accuracy of +/- 6 seconds.
 KW0415
 KW0415.The orthometric height was determined by differential leveling
 KW0415.and adjusted by the National Geodetic Survey in June 1991..
 KW0415
 KW0415.The geoid height was determined by GEOID03.
 KW0415
 KW0415.The dynamic height is computed by dividing the NAVD 88
 KW0415.geopotential number by the normal gravity value computed on the
 KW0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0415.degrees latitude (g = 980.6199 gals.).
 KW0415
 KW0415.The modeled gravity was interpolated from observed gravity values.
 KW0415
 KW0415;                    North         East    Units  Estimated Accuracy
 KW0415;SPC PA N     -    88,200.      708,140.      MT  (+/- 180 meters Scaled)
 KW0415
 KW0415                          SUPERSEDED SURVEY CONTROL
 KW0415
 KW0415  NGVD 29 (??/??/??)  147.174  (m)          482.85   (f) ADJUSTED    2 0
 KW0415
 KW0415.Superseded values are not recommended for survey control.
 KW0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0415.See file dsdata.txt to determine how the superseded data were derived.
 KW0415
 KW0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL766346(NAD 83)
 KW0415_MARKER: DZ = AZIMUTH MARK DISK
 KW0415_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0415_SP_SET: BRIDGE WALL
 KW0415_STAMPING: CATAWISSA NO 4 1885 1934
 KW0415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0415
 KW0415  HISTORY     - Date     Condition        Report By
 KW0415  HISTORY     - 1934     MONUMENTED       CGS
 KW0415  HISTORY     - 1934     GOOD             CGS
 KW0415  HISTORY     - 1973     GOOD             PADT
 KW0415  HISTORY     - 20040718 MARK NOT FOUND   GEOCAC
 KW0415
 KW0415                          STATION DESCRIPTION
 KW0415
 KW0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0415'IN CATAWISSA RT 42.
 KW0415'90 FEET WEST OF THE CENTER LINE OF THE PENNSYLVANIA RAILROAD
 KW0415'TRACK, AT THE STEEL HIGHWAY BRIDGE OVER SUSQUEHANNA RIVER, IN
 KW0415'THE NORTHEAST WING WALL, 14 FEET EAST OF THE NORTHEAST END
 KW0415'POST, 18 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 KW0415'2 FEET HIGHER THAN THE HIGHWAY.
 KW0415
 KW0415                          STATION RECOVERY (1973)
 KW0415
 KW0415'RECOVERY NOTE BY PA DEPT OF TRANSP 1973
 KW0415'MARK STAMPED-
 KW0415'CATAWISSA NO. 4 1885-1934.  GOOD.
 KW0415'DESC ADEQUATE.
 KW0415
 KW0415                          STATION RECOVERY (2004)
 KW0415
 KW0415'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0415'BRIDGE WAS REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2177 ***********************************************************************
 MA2177  DESIGNATION -  CAUSER
 MA2177  PID         -  MA2177
 MA2177  STATE/COUNTY-  PA/MCKEAN
 MA2177  USGS QUAD   -  ROULETTE (1983)
 MA2177
 MA2177                         *CURRENT SURVEY CONTROL
 MA2177  ___________________________________________________________________
 MA2177* NAD 83(1992)-  41 45 58.32746(N)    078 13 16.81783(W)     ADJUSTED  
 MA2177* NAVD 88     -       706.2    (meters)    2317.     (feet)  VERTCON   
 MA2177  ___________________________________________________________________
 MA2177  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 MA2177  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 MA2177
 MA2177  HORZ ORDER  -  FIRST
 MA2177
 MA2177.The horizontal coordinates were established by classical geodetic methods
 MA2177.and adjusted by the National Geodetic Survey in June 2002..
 MA2177
 MA2177.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2177
 MA2177.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2177
 MA2177.The geoid height was determined by GEOID03.
 MA2177
 MA2177;                    North         East     Units Scale Factor Converg.
 MA2177;SPC PA N     -   177,743.790   560,807.806   MT  0.99997533   -0 18 42.5
 MA2177;SPC PA N     -   583,147.75  1,839,916.94   sFT  0.99997533   -0 18 42.5
 MA2177;UTM  17      - 4,627,550.596   730,972.948   MT  1.00025653   +1 51 06.0
 MA2177
 MA2177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2177!SPC PA N     -   0.99989421  x   0.99997533  =   0.99986954
 MA2177!UTM  17      -   0.99989421  x   1.00025653  =   1.00015071
 MA2177
 MA2177|---------------------------------------------------------------------|
 MA2177| PID    Reference Object                     Distance      Geod. Az  |
 MA2177|                                                           dddmmss.s |
 MA2177| CK6778 CAUSER RM 1                          20.721 METERS 04205     |
 MA2177| CK6779 CAUSER RM 2                          23.247 METERS 15240     |
 MA2177| MA2195 COMFORT                             APPROX.20.1 KM 2725910.1 |
 MA2177| MA2197 SMETHPORT TV CABLE CO MAST          APPROX.14.5 KM 2895943.9 |
 MA2177|---------------------------------------------------------------------|
 MA2177
 MA2177                          SUPERSEDED SURVEY CONTROL
 MA2177
 MA2177  NAD 83(1996)-  41 45 58.32739(N)    078 13 16.81868(W) AD(       ) 1
 MA2177  NAD 83(1986)-  41 45 58.32876(N)    078 13 16.81609(W) AD(       ) 1
 MA2177  NAD 27      -  41 45 58.09440(N)    078 13 17.77835(W) AD(       ) 1
 MA2177  NGVD 29 (07/19/86)  706.3    (m)         2317.     (f) VERT ANG       
 MA2177
 MA2177.Superseded values are not recommended for survey control.
 MA2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2177.See file dsdata.txt to determine how the superseded data were derived.
 MA2177
 MA2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG3097327551(NAD 83)
 MA2177_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2177_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MA2177
 MA2177  HISTORY     - Date     Condition        Report By
 MA2177  HISTORY     - 1967     MONUMENTED       CGS
 MA2177  HISTORY     - 20010925 GOOD             USPSQD
 MA2177
 MA2177                          STATION DESCRIPTION
 MA2177
 MA2177'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 MA2177'THE STATION IS LOCATED ON THE PROPERTY OF MR. FLOYD CAUSER, ABOUT 5
 MA2177'MILES SOUTHEAST OF PORT ALLEGANY, 3-1/2 MILES WEST-SOUTHWEST
 MA2177'OF ROULETTE AND NEAR THE EASTERN EDGE OF A LONG WOODED RIDGE.  PART
 MA2177'OF THE ROUTE TO THE STATION CROSSES PROPERTY OWNED BY MR. ORLO
 MA2177'ROBINS.
 MA2177'
 MA2177'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 MA2177'HIGHWAY 155 AT THE SOUTHEAST EDGE OF PORT ALLEGANY, GO SOUTH ON
 MA2177'STATE HIGHWAY 155 FOR 4.6 MILES TO A BRICK CHURCH ON THE LEFT AND A
 MA2177'STORE AND SERVICE STATION ON THE RIGHT.  CONTINUE AHEAD FOR 0.1 MILE
 MA2177'TO A SIDE ROAD LEFT.  TURN LEFT, ON A PAVED ROAD AND GO 0.6 MILE TO A
 MA2177'FORK AT THE END OF THE PAVEMENT.  KEEP LEFT, ACROSS A SMALL BRIDGE
 MA2177'AND GO 0.45 MILE TO A TWO STORIED FRAME HOUSE ON THE LEFT, HAMILTON
 MA2177'HUNTING CLUB.  CONTINUE AHEAD FOR 0.1 MILE TO A FORK.  KEEP
 MA2177'LEFT, ON A TRACK ROAD UP THE VALLEY FOR 0.25 MILE TO A DRIVEWAY
 MA2177'RIGHT.  KEEP LEFT, UPHILL, AND GO 0.05 MILE TO A CHAIN GATE.
 MA2177'CONTINUE AHEAD FOR 0.35 MILE TO A FORK.  KEEP LEFT, UPHILL, AND
 MA2177'GO 0.4 MILE TO THE TOP OF RIDGE AND A TRACK ROAD LEFT.  TURN LEFT AND
 MA2177'GO 0.4 MILE TO A TRIANGULAR BLAZED TREE ON THE RIGHT AND THE
 MA2177'STATION ON THE LEFT.
 MA2177'
 MA2177'THE STATION MARK IS A STANDARD DISK STAMPED CAUSER 1967, SET IN THE
 MA2177'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4
 MA2177'INCHES ABOVE THE GROUND.  IT IS 50 FEET WEST OF A 22-INCH TRIANGULAR
 MA2177'BLAZED OAK TREE, 42 FEET WEST OF THE CENTER OF THE TRACK ROAD AND
 MA2177'6.3 FEET SOUTH OF A METAL WITNESS POST.
 MA2177'
 MA2177'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CAUSER NO 1 1967, SET
 MA2177'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 MA2177'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 64.5 FEET NORTHEAST OF THE
 MA2177'METAL WITNESS POST AND 9 FEET WEST OF THE CENTER OF THE TRACK ROAD.
 MA2177'
 MA2177'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CAUSER NO 2 1967, SET
 MA2177'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 MA2177'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 8 FEET WEST OF THE CENTER
 MA2177'OF THE TRACK ROAD AND 1.9 FEET NORTH OF A METAL WITNESS POST.
 MA2177'
 MA2177'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 MA2177'
 MA2177'HEIGHT OF LIGHT ABOVE STATION MARK 30.1 METERS.
 MA2177
 MA2177                          STATION RECOVERY (2001)
 MA2177
 MA2177'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA2177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB2087 ***********************************************************************
 MB2087  DESIGNATION -  CAUSEWAY
 MB2087  PID         -  MB2087
 MB2087  STATE/COUNTY-  PA/CRAWFORD
 MB2087  USGS QUAD   -  ANDOVER (1994)
 MB2087
 MB2087                         *CURRENT SURVEY CONTROL
 MB2087  ___________________________________________________________________
 MB2087* NAD 83(1992)-  41 36 24.03574(N)    080 30 35.65638(W)     ADJUSTED  
 MB2087* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 MB2087  ___________________________________________________________________
 MB2087  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 MB2087  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 MB2087
 MB2087  HORZ ORDER  -  THIRD
 MB2087
 MB2087.The horizontal coordinates were established by classical geodetic methods
 MB2087.and adjusted by the National Geodetic Survey in June 2002..
 MB2087
 MB2087.The orthometric height was scaled from a topographic map.
 MB2087
 MB2087.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2087
 MB2087.The geoid height was determined by GEOID03.
 MB2087
 MB2087;                    North         East     Units Scale Factor Converg.
 MB2087;SPC PA N     -   163,584.804   369,984.717   MT  0.99996228   -1 49 32.8
 MB2087;SPC PA N     -   536,694.48  1,213,858.19   sFT  0.99996228   -1 49 32.8
 MB2087;SPC OH N     -   217,327.818   765,875.215   MT  0.99998334   +1 18 26.6
 MB2087;UTM  17      - 4,606,223.455   540,837.587   MT  0.99962052   +0 19 31.6
 MB2087
 MB2087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2087!SPC PA N     -   0.99995703  x   0.99996228  =   0.99991931
 MB2087!SPC OH N     -   0.99995703  x   0.99998334  =   0.99994037
 MB2087!UTM  17      -   0.99995703  x   0.99962052  =   0.99957757
 MB2087
 MB2087:                Primary Azimuth Mark                     Grid Az
 MB2087:SPC PA N     -  COUNTY CORNER NW ECC                     185 13 19.6
 MB2087:SPC OH N     -  COUNTY CORNER NW ECC                     182 05 20.2
 MB2087:UTM  17      -  COUNTY CORNER NW ECC                     183 04 15.2
 MB2087
 MB2087|---------------------------------------------------------------------|
 MB2087| PID    Reference Object                     Distance      Geod. Az  |
 MB2087|                                                           dddmmss.s |
 MB2087| MB1974 COUNTY CORNER NW ECC                APPROX.13.1 KM 1832346.8 |
 MB2087| MB2086 ANDOVER MUNICIPAL TOWER             APPROX. 5.4 KM 2761049.0 |
 MB2087|---------------------------------------------------------------------|
 MB2087
 MB2087                          SUPERSEDED SURVEY CONTROL
 MB2087
 MB2087  NAD 83(1995)-  41 36 24.03571(N)    080 30 35.65638(W) AD(       ) 3
 MB2087  NAD 83(1986)-  41 36 24.04047(N)    080 30 35.65211(W) AD(       ) 3
 MB2087  NAD 27      -  41 36 23.84000(N)    080 30 36.40000(W) AD(       ) 3
 MB2087
 MB2087.Superseded values are not recommended for survey control.
 MB2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2087.See file dsdata.txt to determine how the superseded data were derived.
 MB2087
 MB2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG4083806223(NAD 83)
 MB2087_MARKER: DD = SURVEY DISK
 MB2087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB2087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2087
 MB2087  HISTORY     - Date     Condition        Report By
 MB2087  HISTORY     - 1941     MONUMENTED       PADFW
 MB2087  HISTORY     - 19950819 MARK NOT FOUND   USPSQD
 MB2087
 MB2087                          STATION DESCRIPTION
 MB2087
 MB2087'DESCRIBED BY PA DEPT FORESTS WTRS 1941
 MB2087'STATION IS LOCATED ON STATE ROUTE 285 AT A POINT 3.1
 MB2087'MILES DUE E OF ANDOVER, OHIO, OR 1.1 MILES W
 MB2087'OF THE VILLAGE OF ESPYVILLE, PA.,
 MB2087'WHICH POINT IS AT THE MAIN
 MB2087'CAUSEWAY BRIDGE OF THE PYMATUNING RESERVOIR.
 MB2087'
 MB2087'THE STATION IS QUITE CLOSE TO THE SE CORNER OF THE BRIDGE,
 MB2087'BETWEEN THE GUARD
 MB2087'RAIL AND THE ROCK CROWN OF THE CAUSEWAY.
 MB2087'
 MB2087'THE STATION IS MARKED WITH A PA. COORDINATE SYSTEM BRONZE
 MB2087'TABLET, SET IN THE
 MB2087'TOP OF A 6- BY 6- BY 42-INCH CONCRETE MONUMENT
 MB2087'PROTRUDING 4 INCHES ABOVE GROUND
 MB2087'LEVEL.  NO SUBSURFACE MARK WAS
 MB2087'SET.
 MB2087
 MB2087                          STATION RECOVERY (1995)
 MB2087
 MB2087'RECOVERY NOTE BY US POWER SQUADRON 1995
 MB2087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2810 ***********************************************************************
 KV2810  DESIGNATION -  CC 192
 KV2810  PID         -  KV2810
 KV2810  STATE/COUNTY-  PA/SCHUYLKILL
 KV2810  USGS QUAD   -  TAMAQUA (1995)
 KV2810
 KV2810                         *CURRENT SURVEY CONTROL
 KV2810  ___________________________________________________________________
 KV2810* NAD 83(1986)-  40 48 49.     (N)    075 56 04.     (W)     SCALED    
 KV2810* NAVD 88     -       268.588  (meters)     881.19   (feet)  ADJUSTED  
 KV2810  ___________________________________________________________________
 KV2810  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 KV2810  DYNAMIC HT  -         268.454 (meters)     880.75  (feet)  COMP
 KV2810  MODELED GRAV-     980,118.4   (mgal)                       NAVD 88
 KV2810
 KV2810  VERT ORDER  -  SECOND    CLASS 0
 KV2810
 KV2810.The horizontal coordinates were scaled from a topographic map and have
 KV2810.an estimated accuracy of +/- 6 seconds.
 KV2810
 KV2810.The orthometric height was determined by differential leveling
 KV2810.and adjusted by the National Geodetic Survey in June 1991..
 KV2810
 KV2810.The geoid height was determined by GEOID03.
 KV2810
 KV2810.The dynamic height is computed by dividing the NAVD 88
 KV2810.geopotential number by the normal gravity value computed on the
 KV2810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2810.degrees latitude (g = 980.6199 gals.).
 KV2810
 KV2810.The modeled gravity was interpolated from observed gravity values.
 KV2810
 KV2810;                    North         East    Units  Estimated Accuracy
 KV2810;SPC PA S     -   165,940.      753,170.      MT  (+/- 180 meters Scaled)
 KV2810
 KV2810                          SUPERSEDED SURVEY CONTROL
 KV2810
 KV2810  NGVD 29 (??/??/??)  268.784  (m)          881.84   (f) ADJUSTED    2 0
 KV2810
 KV2810.Superseded values are not recommended for survey control.
 KV2810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2810.See file dsdata.txt to determine how the superseded data were derived.
 KV2810
 KV2810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL211184(NAD 83)
 KV2810_MARKER: DB = BENCH MARK DISK
 KV2810_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2810_SP_SET: BASE
 KV2810_STAMPING: CC-192 1942
 KV2810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2810
 KV2810  HISTORY     - Date     Condition        Report By
 KV2810  HISTORY     - 1942     MONUMENTED       CGS
 KV2810
 KV2810                          STATION DESCRIPTION
 KV2810
 KV2810'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2810'2 MI NE FROM TAMAQUA.
 KV2810'2.0 MILES NORTHEAST ALONG THE LEHIGH AND NEW ENGLAND RAILROAD
 KV2810'FROM THE POST OFFICE AT TAMAQUA, 253 FEET NORTHEAST OF MILE-POST
 KV2810'NO. 4, SET IN THE CENTER OF AN OLD SIGNAL TOWER BASE, NEAR THE
 KV2810'WEST END OF AN S CURVE FROM THE SOUTHWEST TO THE NORTHEAST, 67
 KV2810'FEET NORTHEAST OF THE CENTER-LINE OF A SMALL CREEK BRIDGE, 26.7
 KV2810'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST MAIN
 KV2810'TRACK, 19.5 FEET NORTHWEST OF THE REDUCE SPEED TO 25 MILES PER
 KV2810'HOUR SIGN POST THAT FACES NORTHEAST, ABOUT 1 FOOT BELOW TRACK
 KV2810'LEVEL AND FLUSH WITH THE GROUND.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1814 ***********************************************************************
 LZ1814  DESIGNATION -  CEDAR
 LZ1814  PID         -  LZ1814
 LZ1814  STATE/COUNTY-  PA/TIOGA
 LZ1814  USGS QUAD   -  MARSHLANDS (1971)
 LZ1814
 LZ1814                         *CURRENT SURVEY CONTROL
 LZ1814  ___________________________________________________________________
 LZ1814* NAD 83(1992)-  41 39 26.89006(N)    077 30 10.98929(W)     ADJUSTED  
 LZ1814* NAVD 88     -       775.     (meters)    2543.     (feet)  SCALED    
 LZ1814  ___________________________________________________________________
 LZ1814  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 LZ1814  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LZ1814
 LZ1814  HORZ ORDER  -  THIRD
 LZ1814
 LZ1814.The horizontal coordinates were established by classical geodetic methods
 LZ1814.and adjusted by the National Geodetic Survey in June 2002..
 LZ1814
 LZ1814.The orthometric height was scaled from a topographic map.
 LZ1814
 LZ1814.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1814
 LZ1814.The geoid height was determined by GEOID03.
 LZ1814
 LZ1814;                    North         East     Units Scale Factor Converg.
 LZ1814;SPC PA N     -   165,590.149   620,568.402   MT  0.99996560   +0 09 48.1
 LZ1814;SPC PA N     -   543,273.68  2,035,981.50   sFT  0.99996560   +0 09 48.1
 LZ1814;UTM  18      - 4,614,773.494   291,587.316   MT  1.00013455   -1 39 51.5
 LZ1814
 LZ1814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1814!SPC PA N     -   0.99988352  x   0.99996560  =   0.99984913
 LZ1814!UTM  18      -   0.99988352  x   1.00013455  =   1.00001806
 LZ1814
 LZ1814:                Primary Azimuth Mark                     Grid Az
 LZ1814:SPC PA N     -  DAVIS NO 1                               025 51 35.7
 LZ1814:UTM  18      -  DAVIS NO 1                               027 41 15.3
 LZ1814
 LZ1814|---------------------------------------------------------------------|
 LZ1814| PID    Reference Object                     Distance      Geod. Az  |
 LZ1814|                                                           dddmmss.s |
 LZ1814| LZ1692 DAVIS NO 1                          APPROX.21.2 KM 0260123.8 |
 LZ1814|---------------------------------------------------------------------|
 LZ1814
 LZ1814                          SUPERSEDED SURVEY CONTROL
 LZ1814
 LZ1814  NAD 83(1996)-  41 39 26.88912(N)    077 30 10.99030(W) AD(       ) 3
 LZ1814  NAD 83(1986)-  41 39 26.89071(N)    077 30 10.98974(W) AD(       ) 3
 LZ1814  NAD 27      -  41 39 26.61438(N)    077 30 12.02713(W) AD(       ) 3
 LZ1814
 LZ1814.Superseded values are not recommended for survey control.
 LZ1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1814.See file dsdata.txt to determine how the superseded data were derived.
 LZ1814
 LZ1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM9158714773(NAD 83)
 LZ1814_MARKER: DD = SURVEY DISK
 LZ1814_SETTING: 0 = UNSPECIFIED SETTING
 LZ1814_MAGNETIC: N = NO MAGNETIC MATERIAL
 LZ1814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1814
 LZ1814  HISTORY     - Date     Condition        Report By
 LZ1814  HISTORY     - 1899     MONUMENTED       USGS
 LZ1814
 LZ1814                          STATION DESCRIPTION
 LZ1814
 LZ1814'DESCRIBED BY US GEOLOGICAL SURVEY 1899 (OJ)
 LZ1814'LOCATED IN ELK TOWNSHIP, 8 MI SE. OF GAINES, ON PROPERTY OF
 LZ1814'BILLINGS ESTATE.  ON HIGHEST POINT OF CEDAR RUN MOUNTAIN, POINT
 LZ1814'COVERED WITH HIGH DEAD TIMBER.
 LZ1814'
 LZ1814'STATION MARK-- STANDARD TABLET IN TOP OF 8- BY 8- BY 36-IN.
 LZ1814'SANDSTONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5909 ***********************************************************************
 KV5909  DESIGNATION -  CEDARS 2
 KV5909  PID         -  KV5909
 KV5909  STATE/COUNTY-  PA/MONTGOMERY
 KV5909  USGS QUAD   -  LANSDALE (1983)
 KV5909
 KV5909                         *CURRENT SURVEY CONTROL
 KV5909  ___________________________________________________________________
 KV5909* NAD 83(1992)-  40 12 49.80209(N)    075 22 22.07035(W)     ADJUSTED  
 KV5909* NAVD 88     -        76.4    (meters)     251.     (feet)  VERTCON   
 KV5909  ___________________________________________________________________
 KV5909  X           -   1,231,694.988 (meters)                     COMP
 KV5909  Y           -  -4,719,363.147 (meters)                     COMP
 KV5909  Z           -   4,096,172.939 (meters)                     COMP
 KV5909  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 KV5909  ELLIP HEIGHT-          42.41  (meters)          (06/21/02) GPS OBS
 KV5909  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 KV5909
 KV5909  HORZ ORDER  -  SECOND
 KV5909  ELLP ORDER  -  FOURTH    CLASS I
 KV5909
 KV5909.The horizontal coordinates were established by GPS observations
 KV5909.and adjusted by the National Geodetic Survey in June 2002..
 KV5909
 KV5909.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5909
 KV5909.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5909
 KV5909.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5909
 KV5909.The ellipsoidal height was determined by GPS observations
 KV5909.and is referenced to NAD 83.
 KV5909
 KV5909.The geoid height was determined by GEOID03.
 KV5909
 KV5909;                    North         East     Units Scale Factor Converg.
 KV5909;SPC PA S     -   100,489.408   802,332.967   MT  0.99996800   +1 32 32.3
 KV5909;SPC PA S     -   329,689.00  2,632,320.74   sFT  0.99996800   +1 32 32.3
 KV5909;UTM  18      - 4,451,557.763   468,277.579   MT  0.99961239   -0 14 26.5
 KV5909
 KV5909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5909!SPC PA S     -   0.99999335  x   0.99996800  =   0.99996135
 KV5909!UTM  18      -   0.99999335  x   0.99961239  =   0.99960574
 KV5909
 KV5909|---------------------------------------------------------------------|
 KV5909| PID    Reference Object                     Distance      Geod. Az  |
 KV5909|                                                           dddmmss.s |
 KV5909| CS3449 CEDARS 2 RM 1                        14.891 METERS 03507     |
 KV5909| KV6109 CEDARS 2 AZ MK                      328.383 METERS 03658     |
 KV5909| CS3450 CEDARS 2 RM 2                        14.652 METERS 31233     |
 KV5909|---------------------------------------------------------------------|
 KV5909
 KV5909                          SUPERSEDED SURVEY CONTROL
 KV5909
 KV5909  NAD 83(1996)-  40 12 49.80086(N)    075 22 22.07007(W) AD(       ) 2
 KV5909  NAD 83(1991)-  40 12 49.79746(N)    075 22 22.07361(W) AD(       ) 2
 KV5909  ELLIP H (01/27/92)   42.62   (m)                       GP(       ) 4 1
 KV5909  NAD 83(1986)-  40 12 49.79616(N)    075 22 22.07405(W) AD(       ) 2
 KV5909  NGVD 29 (07/14/89)   76.7    (m)          252.     (f) GPS OBS        
 KV5909
 KV5909.Superseded values are not recommended for survey control.
 KV5909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5909.See file dsdata.txt to determine how the superseded data were derived.
 KV5909
 KV5909_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6827851558(NAD 83)
 KV5909_MARKER: DH = HORIZONTAL CONTROL DISK
 KV5909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV5909_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KV5909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5909+STABILITY: SURFACE MOTION
 KV5909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5909+SATELLITE: SATELLITE OBSERVATIONS - March 18, 1987
 KV5909
 KV5909  HISTORY     - Date     Condition        Report By
 KV5909  HISTORY     - 1984     MONUMENTED       PADT
 KV5909  HISTORY     - 19870318 GOOD             GEOHYD
 KV5909  HISTORY     - 20011203 GOOD             NGS
 KV5909
 KV5909                          STATION DESCRIPTION
 KV5909
 KV5909'DESCRIBED BY PA DEPT OF TRANSP 1984 (RBG)
 KV5909'THE STATION IS LOCATED ABOUT 2.6 KM (1.6 MI)
 KV5909'NORTHWEST OF WORCESTER,
 KV5909'4.4 KM (2.75 MI) SOUTHEAST OF KULPSVILLE, AND
 KV5909'6.9 KM (4.35 MI) NORTHEAST OF COLLEGEVILLE.
 KV5909'OWNERSHIP--PHILADELPHIA ELECTRIC COMPANY
 KV5909'
 KV5909'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 363 AND
 KV5909'73 IN WORCESTER, GO NORTHWEST FOR 2.7 KM (1.65 MI) ON
 KV5909'HIGHWAY 73 TO CEDARS ROAD,
 KV5909'TURN LEFT AND GO SOUTHWEST FOR 48.77 METERS (160 FT) ON POWER LINE
 KV5909'TO THE STATION ON THE RIGHT.
 KV5909'
 KV5909'THE STATION IS A STANDARD PADT DISK
 KV5909'STAMPED---CEDARS 2 1984---,
 KV5909'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5909'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV5909'19.66 METERS (64.5 FT) WEST FROM A POWER POLE NUMBER 518/1,
 KV5909'14.93 METERS (49.0 FT) NORTHEAST FROM A POWER POLE 1-1, AND
 KV5909'5.49 METERS (18.0 FT) NORTH FROM THE NORTH EDGE OF CEDARS ROAD.
 KV5909'THE UNDERGROUND MARK IS A STANDARD PADT DISK
 KV5909'STAMPED---CEDARS 2 1984---,
 KV5909'SET INTO BEDROCK 1.0 METERS BELOW THE SURFACE.
 KV5909'
 KV5909'REFERENCE MARK NO. 2 IS A STANDARD PADT DISK
 KV5909'STAMPED---CEDARS 2 NO.2 1984---,
 KV5909'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5909'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV5909'26.21 METERS (86.0 FT) NORTH-NORTHWEST FROM A POWER POLE NUMBER
 KV5909'518/1,
 KV5909'24.69 METERS (81.0 FT) NORTHEAST FROM A POWER POLE NUMBER 1-1,
 KV5909'AND
 KV5909'20.11 METERS (66.0 FT) NORTH FROM THE NORTH EDGE OF CEDARS ROAD.
 KV5909'MARK IS .61 METERS BELOW THE STATION.
 KV5909'
 KV5909'REFERENCE MARK NO. 1 IS A STANDARD PADT DISK
 KV5909'STAMPED---CEDARS 2 NO.1 1984---,
 KV5909'BE CAREFULL SOME OF THE STREET SIGNS ARE POINTED THE WRONG WAY.
 KV5909'
 KV5909'AZIMUTH MARK NO. 1 IS A STANDARD PADT DISK
 KV5909'STAMPED---CEDARS 2 1984---,
 KV5909'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5909'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV5909'7.62 METERS (25.0 FT) NORTHWEST FROM THE SOUTHEAST TOWER LEG,
 KV5909'6.40 METERS (21.0 FT) SOUTHWEST FROM THE NORTHEAST TOWER LEG,
 KV5909'5.39 METERS (17.7 FT) NORTHEAST FROM THE SOUTHWEST TOWER LEG, AND
 KV5909'3.60 METERS (11.8 FT) SOUTHEAST FROM THE NORTHWEST TOWER LEG.
 KV5909'TO REACH THE AZIMUTH FROM THE STATION,
 KV5909'GO NORTHEAST FOR 328.4 METERS (1077.4 FT) ON A POWER LINE TO THE
 KV5909'ANGLE TOWER AND THE AZIMUTH MARK.
 KV5909'
 KV5909'DESCRIBED BY R. B. GROSSER.
 KV5909
 KV5909                          STATION RECOVERY (1987)
 KV5909
 KV5909'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1987
 KV5909'RECOVERED IN GOOD CONDITION.
 KV5909
 KV5909                          STATION RECOVERY (2001)
 KV5909
 KV5909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV5909'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6109 ***********************************************************************
 KV6109  DESIGNATION -  CEDARS 2 AZ MK
 KV6109  PID         -  KV6109
 KV6109  STATE/COUNTY-  PA/MONTGOMERY
 KV6109  USGS QUAD   -  LANSDALE (1983)
 KV6109
 KV6109                         *CURRENT SURVEY CONTROL
 KV6109  ___________________________________________________________________
 KV6109* NAD 83(1992)-  40 12 58.30857(N)    075 22 13.71921(W)     ADJUSTED  
 KV6109* NAVD 88     -        82.     (meters)     269.     (feet)  VERTCON   
 KV6109  ___________________________________________________________________
 KV6109  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 KV6109  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KV6109
 KV6109  HORZ ORDER  -  THIRD
 KV6109
 KV6109.The horizontal coordinates were established by classical geodetic methods
 KV6109.and adjusted by the National Geodetic Survey in June 2002..
 KV6109.No horizontal observational check was made to the station.
 KV6109
 KV6109.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6109
 KV6109.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6109
 KV6109.The geoid height was determined by GEOID03.
 KV6109
 KV6109;                    North         East     Units Scale Factor Converg.
 KV6109;SPC PA S     -   100,756.997   802,523.294   MT  0.99996783   +1 32 37.7
 KV6109;SPC PA S     -   330,566.91  2,632,945.17   sFT  0.99996783   +1 32 37.7
 KV6109;UTM  18      - 4,451,819.207   468,476.069   MT  0.99961223   -0 14 21.2
 KV6109
 KV6109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6109!SPC PA S     -   0.99999255  x   0.99996783  =   0.99996038
 KV6109!UTM  18      -   0.99999255  x   0.99961223  =   0.99960478
 KV6109
 KV6109                          SUPERSEDED SURVEY CONTROL
 KV6109
 KV6109  NAD 83(1996)-  40 12 58.30734(N)    075 22 13.71892(W) AD(       ) 3
 KV6109  NAD 83(1991)-  40 12 58.30396(N)    075 22 13.72245(W) AD(       ) 3
 KV6109  NAD 83(1986)-  40 12 58.30274(N)    075 22 13.72305(W) AD(       ) 3
 KV6109  NGVD 29 (02/23/90)   82.     (m)          269.     (f) VERT ANG       
 KV6109
 KV6109.Superseded values are not recommended for survey control.
 KV6109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6109.See file dsdata.txt to determine how the superseded data were derived.
 KV6109
 KV6109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6847651819(NAD 83)
 KV6109_MARKER: DZ = AZIMUTH MARK DISK
 KV6109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6109_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KV6109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6109+STABILITY: SURFACE MOTION
 KV6109
 KV6109  HISTORY     - Date     Condition        Report By
 KV6109  HISTORY     - 1984     MONUMENTED       PADT
 KV6109
 KV6109                          STATION DESCRIPTION
 KV6109
 KV6109'DESCRIBED BY PA DEPT OF TRANSP 1984 (RBG)
 KV6109'THE STATION IS LOCATED ABOUT 2.6 KM (1.6 MI)
 KV6109'NORTHWEST OF WORCESTER,
 KV6109'4.4 KM (2.75 MI) SOUTHEAST OF KULPSVILLE, AND
 KV6109'6.9 KM (4.35 MI) NORTHEAST OF COLLEGEVILLE, IN SKIPPACK TOWNSHIP.
 KV6109'OWNERSHIP--PHELCO
 KV6109'
 KV6109'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 363 AND
 KV6109'73 IN WORCESTER, GO NORTHWEST FOR 2.35 KM (1.4 MI) ON HIGHWAY 73 TO
 KV6109'BUSTARD ROAD,
 KV6109'TURN RIGHT AND GO NORTHEAST FOR 0.4 KM (0.25 MI) TO A FIELD
 KV6109'ROAD NEAR A PHILADELPHIA ELECTRIC COMPANY TRANSMISSION LINE, TURN
 KV6109'LEFT AND GO NORTHWEST FOR 0.24 KM (0.15 MI) ON FIELD ROAD,
 KV6109'TO A BREAK IN THE FENCE LINE AT THE EDGE OF A FIELD,
 KV6109'CONTINUE NORTHWEST FOR
 KV6109'0.16 KM (0.1 MI) ACROSS THE FIELD TO THE SECOND TRANSMISSION TOWER
 KV6109'NORTHEAST OF HIGHWAY 73 AND THE STATION UNDER THE TOWER.
 KV6109'
 KV6109'THE STATION IS A STANDARD PADT DISK
 KV6109'STAMPED---CEDARS 2 1984---,
 KV6109'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6109'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6109'7.62 METERS (25.0 FT) NORTHWEST FROM THE SOUTHEAST TOWER LEG,
 KV6109'6.40 METERS (21.0 FT) SOUTHWEST FROM THE NORTHEAST TOWER LEG,
 KV6109'5.39 METERS (17.7 FT) NORTHEAST FROM THE SOUTHWEST TOWER LEG, AND
 KV6109'3.60 METERS (11.8 FT) SOUTHEAST FROM THE NORTHWEST TOWER LEG.
 KV6109'
 KV6109'DESCRIBED BY B. I. WILLIAMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1466 ***********************************************************************
 KV1466  DESIGNATION -  CENTENNIAL
 KV1466  PID         -  KV1466
 KV1466  STATE/COUNTY-  PA/NORTHAMPTON
 KV1466  USGS QUAD   -  EASTON (1994)
 KV1466
 KV1466                         *CURRENT SURVEY CONTROL
 KV1466  ___________________________________________________________________
 KV1466* NAD 83(1992)-  40 41 52.19076(N)    075 12 30.53080(W)     ADJUSTED  
 KV1466* NAVD 88     -       106.358  (meters)     348.94   (feet)  ADJUSTED  
 KV1466  ___________________________________________________________________
 KV1466  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 KV1466  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KV1466  DYNAMIC HT  -         106.309 (meters)     348.78  (feet)  COMP
 KV1466  MODELED GRAV-     980,159.2   (mgal)                       NAVD 88
 KV1466
 KV1466  HORZ ORDER  -  FIRST
 KV1466  VERT ORDER  -  SECOND    CLASS 0
 KV1466
 KV1466.The horizontal coordinates were established by classical geodetic methods
 KV1466.and adjusted by the National Geodetic Survey in June 2002..
 KV1466
 KV1466.The orthometric height was determined by differential leveling
 KV1466.and adjusted by the National Geodetic Survey in June 1991..
 KV1466
 KV1466.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1466
 KV1466.The geoid height was determined by GEOID03.
 KV1466
 KV1466.The dynamic height is computed by dividing the NAVD 88
 KV1466.geopotential number by the normal gravity value computed on the
 KV1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1466.degrees latitude (g = 980.6199 gals.).
 KV1466
 KV1466.The modeled gravity was interpolated from observed gravity values.
 KV1466
 KV1466;                    North         East     Units Scale Factor Converg.
 KV1466;SPC PA S     -   154,599.274   814,768.400   MT  0.99996878   +1 38 56.1
 KV1466;SPC PA S     -   507,214.45  2,673,119.33   sFT  0.99996878   +1 38 56.1
 KV1466;SPC NJ       -   207,236.117    90,126.201   MT  0.99994411   -0 27 43.2
 KV1466;SPC NJ       -   679,907.16    295,689.04   sFT  0.99994411   -0 27 43.2
 KV1466;UTM  18      - 4,505,235.188   482,386.612   MT  0.99960382   -0 08 09.4
 KV1466
 KV1466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1466!SPC PA S     -   0.99998866  x   0.99996878  =   0.99995744
 KV1466!SPC NJ       -   0.99998866  x   0.99994411  =   0.99993277
 KV1466!UTM  18      -   0.99998866  x   0.99960382  =   0.99959248
 KV1466
 KV1466:                Primary Azimuth Mark                     Grid Az
 KV1466:SPC PA S     -  EASTON                                   022 03 29.6
 KV1466:SPC NJ       -  EASTON                                   024 10 08.9
 KV1466:UTM  18      -  EASTON                                   023 50 35.1
 KV1466
 KV1466|---------------------------------------------------------------------|
 KV1466| PID    Reference Object                     Distance      Geod. Az  |
 KV1466|                                                           dddmmss.s |
 KV1466| KV3586 EASTON                              APPROX. 2.3 KM 0234225.7 |
 KV1466| KV3583 PHILLIPSBURG INGERSOL RAND STK      APPROX. 3.4 KM 0990141.3 |
 KV1466| CB4987 EIGHT TRUSTEES                       66.943 METERS 11231     |
 KV1466| KV3592 PHILLIPSBURG STANDARD SILK STK      APPROX. 2.1 KM 1202954.1 |
 KV1466| CB3807 CENTENNIAL RM 1                      14.429 METERS 12912     |
 KV1466| KV3593 PHILLIPSBURG CATHOLIC CH SPIRE      APPROX. 2.0 KM 1324736.0 |
 KV1466| KV3591 EASTON FIRST REFORMED CH SPIRE      APPROX. 0.6 KM 1834448.9 |
 KV1466| KV3595 EASTON AIR BEACON 66                APPROX. 3.7 KM 1852608.5 |
 KV1466| KV3590 EASTON STEWART SILK CO STACK        APPROX. 2.4 KM 1980918.6 |
 KV1466| CB4096 PATTON                                             21516     |
 KV1466| KV3597 EASTON NORTHAMPTON CO CTHSE         APPROX. 1.3 KM 2152437.7 |
 KV1466| KV3596 EASTON SOUTH COLLEGE FINIAL         148.846 METERS 22754     |
 KV1466| KV3598 EASTON HOSPITAL STACK               APPROX. 4.5 KM 2401030.7 |
 KV1466| KV3588 EASTON NORTHAMPTON STANDPIPE        APPROX. 2.3 KM 2440515.9 |
 KV1466| CB3808 CENTENNIAL RM 4                      31.266 METERS 25656     |
 KV1466| KV3589 EASTON LAFAYETTE COLL FINIAL         38.239 METERS 26225     |
 KV1466| KV3587 EASTON WILLIAMS PAINT CO STACK      APPROX. 2.1 KM 2655248.8 |
 KV1466| KV3584 MARKLE 1933                         219.369 METERS 32854     |
 KV1466| KV1472 RAPPLEYE=CENTENNIAL RM 5             51.100 METERS 32955     |
 KV1466|---------------------------------------------------------------------|
 KV1466
 KV1466                          SUPERSEDED SURVEY CONTROL
 KV1466
 KV1466  NAD 83(1996)-  40 41 52.19068(N)    075 12 30.53102(W) AD(       ) 1
 KV1466  NAD 83(1986)-  40 41 52.18920(N)    075 12 30.53393(W) AD(       ) 1
 KV1466  NAD 27      -  40 41 51.83300(N)    075 12 31.90100(W) AD(       ) 1
 KV1466  NGVD 29 (??/??/??)  106.587  (m)          349.69   (f) ADJUSTED    2 0
 KV1466
 KV1466.Superseded values are not recommended for survey control.
 KV1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1466.See file dsdata.txt to determine how the superseded data were derived.
 KV1466
 KV1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8238705235(NAD 83)
 KV1466_MARKER: DS = TRIANGULATION STATION DISK
 KV1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1466_STAMPING: CENTENNIAL STATION 1932
 KV1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1466+STABILITY: SURFACE MOTION
 KV1466_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1466+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2002
 KV1466
 KV1466  HISTORY     - Date     Condition        Report By
 KV1466  HISTORY     - 1933     MONUMENTED       LAFCO
 KV1466  HISTORY     - 1932     GOOD             CGS
 KV1466  HISTORY     - 1934     GOOD             CGS
 KV1466  HISTORY     - 1935     GOOD             CGS
 KV1466  HISTORY     - 1982     GOOD             LOCENG
 KV1466  HISTORY     - 1984     GOOD             USPSQD
 KV1466  HISTORY     - 1984     GOOD             USPSQD
 KV1466  HISTORY     - 20020105 GOOD             USPSQD
 KV1466
 KV1466                          STATION DESCRIPTION
 KV1466
 KV1466'DESCRIBED BY LAFAYETTE COLLEGE 1933 (GLA)
 KV1466'STATION IS ON THE CAMPUS OF LAFAYETTE COLLEGE AT EASTON, PA.  THE
 KV1466'MARK IS A LAFAYETTE COLLEGE BRONZE DISK STAMPED CENTENNIAL
 KV1466'1933 IS SET IN A CONCRETE POST 6 INCHES SQUARE AT THE TOP, 10 INCHES
 KV1466'SQUARE AT THE BASE AND EXTENDS TO A DEPTH OF 4 FEET BELOW THE
 KV1466'SURFACE OF THE GROUND.  THE MARK IS ALSO A FIRCT-ORDER BENCH MARK.
 KV1466'THERE IS NO SUBSURFACE MARK.  IT IS 6.2 FEET S OF A 4-FOOT STONE
 KV1466'MONUMENT WHICH HAS A BRASS INSCRIPTION PLATE ON THE S FACE, 27.8 FEET
 KV1466'W OF THE SW CORNER OF PARDEE HALL, 102 FEET E OF THE E ENTRANCE
 KV1466'TO COLTON CHAPEL, 62.8 FEET NW OF A MARBLE SUN DIAL AND NEAR THE
 KV1466'WALK BETWEEN PARDEE HALL AND COLTON CHAPEL.
 KV1466'
 KV1466'REFERENCE MARK NO. 1 IS A STANDARD U.S.C. AND G.S. DISK SET IN THE W
 KV1466'FACE OF PARDEE HALL, JUST N OF THE W ENTRANCE AND ABOUT 2 FEET
 KV1466'ABOVE THE GROUND.
 KV1466'
 KV1466'REFERENCE MARK NO. 4 IS A STANDARD U.S.C. AND G.S. DISK SET IN A
 KV1466'SMALL RECESS NEAR THE SE CORNER OF COLTON CHAPEL, A STONE
 KV1466'BUILDING.  THE MARK IS ABOUT 3 FEET N OF THE CORNER OF THE BUILDING,
 KV1466'ON THE E FACE AND ABOUT 2 FEET ABOVE THE GROUND.
 KV1466'
 KV1466'REFERENCE MARK EIGHT TRUSTEES IS A LAFAYETTE COLLEGE BRONZE DISK SET
 KV1466'IN A CONCRETE POST, 63 FEET S OF THE LOWER STEP LEADING TO THE S
 KV1466'ENTRANCE TO PARDEE HALL, 15.5 FEET SW OF A TALL FLAGPOLE AND 6 FEET N
 KV1466'OF A TERRACE.  THE MARK IS FLUSH WITH THE TOP OF THE GROUND.
 KV1466'
 KV1466'REFERENCE MARK PATTON WHICH IS ALSO A FIRCT-ORDER BENCH MARK IS A
 KV1466'COLLEGE BRONZE DISK SET IN A CONCRETE POST FLUSH WITH THE TOP OF THE
 KV1466'GROUND, 101 FEET S OF THE LAFAYETTE STATUE WHICH IS JUST S OF THE S
 KV1466'ENTRANCE TO COLTON CHAPEL AND 52 FEET NE OF A VERY LARGE ENGLISH ELM
 KV1466'TREE.
 KV1466'
 KV1466'REFERENCE MARK RAPPLEYE, ALSO A FIRCT-ORDER BENCH MARK, IS A COLLEGE
 KV1466'BRONZE DISK SET IN A 4-FOOT CONCRETE POST FLUSH WITH THE SURFACE
 KV1466'OF THE GROUND, N OF THE E LINE OF COLTON CHAPEL AND 33 FEET N OF THE
 KV1466'CENTER LINE OF THE DRIVE LEADING PAST COLTON CHAPEL AND PARDEE
 KV1466'HALL.
 KV1466'
 KV1466'A 90-FOOT TOWER WAS ERECTED TO SEE STATION PORTER.
 KV1466
 KV1466                          STATION RECOVERY (1932)
 KV1466
 KV1466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 KV1466'AT EASTON.
 KV1466'AT EASTON, NORTHAMPTON COUNTY, ON THE CAMPUS OF LAFEYETTE COLLEGE,
 KV1466'AT THE SOUTHWEST CORNER OF PARDEE HALL, JUST ACROSS A PATH FROM
 KV1466'THE HALL, AND 6.6 FEET SOUTH OF A STONE MONUMENT WITH AN INLAID
 KV1466'TABLET INSCRIBED THE FIRCT TRIANGULATION STATION AND BENCH
 KV1466'MARK - DEDICATED MAY 9, 1932, ON THE ONE-HUNDREDTH ANNIVERSARY
 KV1466'OF THE OPENING OF THE COLLEGE - A PRIMARY REFERENCE POINT FOR
 KV1466'SURVEYING, MAPPING AND PLANNING THE SECOND CENTURY OF PROGRESS.
 KV1466'A LAFEYETTE COLLEGE STANDARD TRINAGULATION-STATION DISK, STAMPED
 KV1466'CENTENNIAL STATION 1932 AND SET IN THE TOP OF A CONCRETE POST
 KV1466'FLUSH WITH THE GROUND.
 KV1466
 KV1466                          STATION RECOVERY (1934)
 KV1466
 KV1466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 KV1466'RECOVERED IN GOOD CONDITION.
 KV1466
 KV1466                          STATION RECOVERY (1935)
 KV1466
 KV1466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (HJO)
 KV1466'AT EASTON, NORTHAMPTON COUNTY, AT THE LAFAYETTE COLLEGE CAMPUS, AT
 KV1466'THE SW CORNER OF PARDEE HALL, OPPOSITE A PATH LEADING TO THE HALL,
 KV1466'6.6 FEET S OF A STONE MONUMENT ABOUT 5 FEET HIGH WITH AN INLAID
 KV1466'TABLET, INSCRIBED- THE FIRCT TRIANGULATION STATION AND BENCHMARK
 KV1466'DEDICATED MAY 9, 1932, AND THE ONE HUNDREDTH ANNIVERSARY OF THE
 KV1466'OPENING OF THE COLLEGE- A PRIMARY REFERENCE POINT FOR SURVEYING AND
 KV1466'PLANNING THE SECOND CENTURY OF PROGRESS, AND SURROUNDED BY FLAT
 KV1466'STONES.  A LAFAYETTE COLLEGE TRIANGULATION-STATION DISK, STAMPED
 KV1466'CENTENNIAL STATION 1932 AND SET IN THE TOP OF A CONCRETE POST ABOUT
 KV1466'FLUSH WITH THE GROUND. (106.587 METERS OR 349.694 FEET.)
 KV1466'
 KV1466'R.M. 1 CENTENNIAL IS IN THE N PILASTER OF THE W ENTRANCE FACADE OF
 KV1466'PARDEE HALL, AND ABOUT 2 FEET ABOVE GROUND.  A BRONZE
 KV1466'REFERENCE DISK, STAMPED NO. 1 CENTENNIAL 1933 AND SET VERTICALLY.
 KV1466'(107.807 METERS OR 353.697 FEET.)
 KV1466'
 KV1466'R.M. 4 CENTENNIAL IS AT THE SE CORNER OF THE E ENTRANCE OF COLTON
 KV1466'MEMORIAL CHAPEL, BETWEEN THE TWO S PILASTERS, IN THE WATER TABLE,
 KV1466'AND ABOUT FLUSH WITH THE TOP.  A BRONZE REFERENCE DISK, STAMPED NO. 4
 KV1466'CENTENNIAL 1933.  (108.656 METERS OR 356.482 FEET.)
 KV1466'
 KV1466'R.M. EIGHT TRUSTEES CENTENNIAL IS OPPOSITE PARDEE HALL, 42.6 FEET NE
 KV1466'OF THE NE CORNER OF THE 91 STEP, AND 42.6 FEET SW OF THE FLAGPOLE.
 KV1466'A LAFAYETTE COLLEGE TRIANGULATION-STATION DISK, STAMPED U.S. COAST
 KV1466'AND GEODETIC SURVEY 2 REFERENCE MARK CENTENNIAL, 8 TRUSTEES
 KV1466'STATION 1933 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 KV1466'THE GROUND.  (103.659 METERS OR 340.088 FEET.)
 KV1466
 KV1466                          STATION RECOVERY (1982)
 KV1466
 KV1466'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (RE)
 KV1466'CENTENNIAL 1933 RECOVERED GOOD.
 KV1466'
 KV1466'STATION WAS RECOVERED IN GOOD CONDITION.
 KV1466'
 KV1466'NOTE--
 KV1466'STATION CENNTENIAL IS A FIRCT-ORDER BENCH MARK.
 KV1466
 KV1466                          STATION RECOVERY (1984)
 KV1466
 KV1466'RECOVERY NOTE BY US POWER SQUADRON 1984 (DRD)
 KV1466'CENTENNIAL 1933 RECOVERED GOOD.
 KV1466'
 KV1466'R.M. NO. 1 AND R.M. NO. 3 PATTON WERE ALSO RECOVERED IN GOOD
 KV1466'CONDITION, AS WERE RM 2 (8 TRUSTEES), RM 4 AND RM 5 (HS RAPPLEYE).
 KV1466'
 KV1466'ALL AS DESCRIBED.
 KV1466
 KV1466                          STATION RECOVERY (1984)
 KV1466
 KV1466'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV1466'RECOVERED IN GOOD CONDITION.
 KV1466
 KV1466                          STATION RECOVERY (2002)
 KV1466
 KV1466'RECOVERY NOTE BY US POWER SQUADRON 2002 (GK)
 KV1466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1534 ***********************************************************************
 KV1534  DESIGNATION -  CENTENNIAL RM 1 LAFCOL
 KV1534  PID         -  KV1534
 KV1534  STATE/COUNTY-  PA/NORTHAMPTON
 KV1534  USGS QUAD   -  EASTON (1994)
 KV1534
 KV1534                         *CURRENT SURVEY CONTROL
 KV1534  ___________________________________________________________________
 KV1534* NAD 83(1986)-  40 41 53.     (N)    075 12 31.     (W)     SCALED    
 KV1534* NAVD 88     -       107.579  (meters)     352.95   (feet)  ADJUSTED  
 KV1534  ___________________________________________________________________
 KV1534  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KV1534  DYNAMIC HT  -         107.529 (meters)     352.78  (feet)  COMP
 KV1534  MODELED GRAV-     980,158.9   (mgal)                       NAVD 88
 KV1534
 KV1534  VERT ORDER  -  SECOND    CLASS 0
 KV1534
 KV1534.The horizontal coordinates were scaled from a topographic map and have
 KV1534.an estimated accuracy of +/- 6 seconds.
 KV1534
 KV1534.The orthometric height was determined by differential leveling
 KV1534.and adjusted by the National Geodetic Survey in June 1991..
 KV1534
 KV1534.The geoid height was determined by GEOID03.
 KV1534
 KV1534.The dynamic height is computed by dividing the NAVD 88
 KV1534.geopotential number by the normal gravity value computed on the
 KV1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1534.degrees latitude (g = 980.6199 gals.).
 KV1534
 KV1534.The modeled gravity was interpolated from observed gravity values.
 KV1534
 KV1534;                    North         East    Units  Estimated Accuracy
 KV1534;SPC PA S     -   154,620.      814,760.      MT  (+/- 180 meters Scaled)
 KV1534
 KV1534                          SUPERSEDED SURVEY CONTROL
 KV1534
 KV1534  NGVD 29 (??/??/??)  107.807  (m)          353.70   (f) ADJUSTED    2 0
 KV1534
 KV1534.Superseded values are not recommended for survey control.
 KV1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1534.See file dsdata.txt to determine how the superseded data were derived.
 KV1534
 KV1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL823052(NAD 83)
 KV1534_MARKER: DR = REFERENCE MARK DISK
 KV1534_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1534_SP_SET: PILASTER
 KV1534_STAMPING: NO 1 CENTENNIAL 1933
 KV1534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1534_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1534+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2002
 KV1534
 KV1534  HISTORY     - Date     Condition        Report By
 KV1534  HISTORY     - 1933     MONUMENTED       LAFCO
 KV1534  HISTORY     - 1935     GOOD             CGS
 KV1534  HISTORY     - 1984     GOOD             USPSQD
 KV1534  HISTORY     - 20020105 GOOD             USPSQD
 KV1534
 KV1534                          STATION DESCRIPTION
 KV1534
 KV1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1534'AT EASTON.
 KV1534'AT EASTON, NORTHAMPTON COUNTY, ON THE LAFEYETTE COLLEGE CAMPUS,
 KV1534'ON THE NORTH PILASTER OF THE WEST ENTRANCE FACADE OF PARDEE HALL,
 KV1534'AND 1 FOOT 10 INCHES ABOVE THE GROUND.  A STANDARD REFERENCE-MARK
 KV1534'DISK, STAMPED NO 1 CENTENNIAL 1933 AND SET VERTICALLY.
 KV1534
 KV1534                          STATION RECOVERY (1984)
 KV1534
 KV1534'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV1534'RECOVERED IN GOOD CONDITION.
 KV1534
 KV1534                          STATION RECOVERY (2002)
 KV1534
 KV1534'RECOVERY NOTE BY US POWER SQUADRON 2002 (ML)
 KV1534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1533 ***********************************************************************
 KV1533  DESIGNATION -  CENTENNIAL RM 2
 KV1533  PID         -  KV1533
 KV1533  STATE/COUNTY-  PA/NORTHAMPTON
 KV1533  USGS QUAD   -  EASTON (1994)
 KV1533
 KV1533                         *CURRENT SURVEY CONTROL
 KV1533  ___________________________________________________________________
 KV1533* NAD 83(1986)-  40 41 53.     (N)    075 12 31.     (W)     SCALED    
 KV1533* NAVD 88     -       103.431  (meters)     339.34   (feet)  ADJUSTED  
 KV1533  ___________________________________________________________________
 KV1533  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KV1533  DYNAMIC HT  -         103.383 (meters)     339.18  (feet)  COMP
 KV1533  MODELED GRAV-     980,158.9   (mgal)                       NAVD 88
 KV1533
 KV1533  VERT ORDER  -  SECOND    CLASS 0
 KV1533
 KV1533.The horizontal coordinates were scaled from a topographic map and have
 KV1533.an estimated accuracy of +/- 6 seconds.
 KV1533
 KV1533.The orthometric height was determined by differential leveling
 KV1533.and adjusted by the National Geodetic Survey in June 1991..
 KV1533
 KV1533.The geoid height was determined by GEOID03.
 KV1533
 KV1533.The dynamic height is computed by dividing the NAVD 88
 KV1533.geopotential number by the normal gravity value computed on the
 KV1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1533.degrees latitude (g = 980.6199 gals.).
 KV1533
 KV1533.The modeled gravity was interpolated from observed gravity values.
 KV1533
 KV1533;                    North         East    Units  Estimated Accuracy
 KV1533;SPC PA S     -   154,620.      814,760.      MT  (+/- 180 meters Scaled)
 KV1533
 KV1533                          SUPERSEDED SURVEY CONTROL
 KV1533
 KV1533  NGVD 29 (??/??/??)  103.659  (m)          340.09   (f) ADJUSTED    2 0
 KV1533
 KV1533.Superseded values are not recommended for survey control.
 KV1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1533.See file dsdata.txt to determine how the superseded data were derived.
 KV1533
 KV1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL823052(NAD 83)
 KV1533_MARKER: DS = TRIANGULATION STATION DISK
 KV1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1533_STAMPING: SEE TEXT
 KV1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1533+STABILITY: SURFACE MOTION
 KV1533_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1533+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2002
 KV1533
 KV1533  HISTORY     - Date     Condition        Report By
 KV1533  HISTORY     - 1933     MONUMENTED       LAFCO
 KV1533  HISTORY     - 1935     GOOD             CGS
 KV1533  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV1533  HISTORY     - 20020105 GOOD             USPSQD
 KV1533
 KV1533                          STATION DESCRIPTION
 KV1533
 KV1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1533'AT EASTON.
 KV1533'AT EASTON, ON THE LAFEYETTE COLLEGE CAMPUS, IN FRONT OF PARDEE
 KV1533'HALL, 42.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CLASS OF
 KV1533'91 STEPS AND 15.6 FEET SOUTHWEST OF THE FLAGPOLE.  A LAFAYETTE
 KV1533'COLLEGE STANDARD TRIANGULATION STATION DISK, STAMPED U.S. COAST
 KV1533'AND GEODETIC SURVEY, NO. 2 REF. MARK CENTENNIAL, 8 TRUSTEES
 KV1533'STATION 1933 AND SET IN A CONCRETE POST ABOUT FLUSH WITH THE
 KV1533'GROUND.
 KV1533
 KV1533                          STATION RECOVERY (1984)
 KV1533
 KV1533'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV1533'MARK NOT FOUND.
 KV1533
 KV1533                          STATION RECOVERY (2002)
 KV1533
 KV1533'RECOVERY NOTE BY US POWER SQUADRON 2002 (JFM)
 KV1533'AT EASTON, ON THE LAFAYETTE COLLEGE CAMPUS, IN FRONT OF PARDEE HALL,
 KV1533'57 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE CLASS OF '91 STEPS
 KV1533'AND 16 FEET SOUTHWEST OF THE FLAGPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1535 ***********************************************************************
 KV1535  DESIGNATION -  CENTENNIAL RM 4 LAFCOL
 KV1535  PID         -  KV1535
 KV1535  STATE/COUNTY-  PA/NORTHAMPTON
 KV1535  USGS QUAD   -  EASTON (1994)
 KV1535
 KV1535                         *CURRENT SURVEY CONTROL
 KV1535  ___________________________________________________________________
 KV1535* NAD 83(1986)-  40 41 53.     (N)    075 12 31.     (W)     SCALED    
 KV1535* NAVD 88     -       108.44   (+/-2cm)     355.8    (feet)  VERTCON   
 KV1535  ___________________________________________________________________
 KV1535  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KV1535
 KV1535  VERT ORDER  -  ? (See Below)
 KV1535
 KV1535.The horizontal coordinates were scaled from a topographic map and have
 KV1535.an estimated accuracy of +/- 6 seconds.
 KV1535
 KV1535.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV1535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV1535.The vertical order pertains to the NGVD 29 superseded value.
 KV1535
 KV1535.The geoid height was determined by GEOID03.
 KV1535
 KV1535;                    North         East    Units  Estimated Accuracy
 KV1535;SPC PA S     -   154,620.      814,760.      MT  (+/- 180 meters Scaled)
 KV1535
 KV1535                          SUPERSEDED SURVEY CONTROL
 KV1535
 KV1535  NGVD 29 (??/??/??)  108.656  (m)          356.48   (f) ADJUSTED    ?  
 KV1535
 KV1535.Superseded values are not recommended for survey control.
 KV1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1535.See file dsdata.txt to determine how the superseded data were derived.
 KV1535
 KV1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL823052(NAD 83)
 KV1535_MARKER: DR = REFERENCE MARK DISK
 KV1535_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1535_SP_SET: WATER TABLE
 KV1535_STAMPING: NO 4 CENTENNIAL 1933
 KV1535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1535
 KV1535  HISTORY     - Date     Condition        Report By
 KV1535  HISTORY     - 1933     MONUMENTED       LAFCO
 KV1535  HISTORY     - 1935     GOOD             CGS
 KV1535  HISTORY     - 1984     GOOD             USPSQD
 KV1535  HISTORY     - 20020105 GOOD             USPSQD
 KV1535
 KV1535                          STATION DESCRIPTION
 KV1535
 KV1535'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1535'AT EASTON.
 KV1535'AT EASTON, NORTHAMPTON COUNTY, ON THE LAFEYETTE COLLEGE CAMPUS,
 KV1535'AT THE SOUTHEAST CORNER OF THE COLTON MEMORIAL CHAPEL, BETWEEN
 KV1535'THE TWO SOUTH PILASTERS AT THE EAST ENTRANCE, IN THE WATER TABLE,
 KV1535'AND ABOUT FLUSH WITH THE TOP.  A STANDARD REFERENCE-MARK DISK,
 KV1535'STAMPED NO 4 CENTENNIAL 1933.
 KV1535
 KV1535                          STATION RECOVERY (1984)
 KV1535
 KV1535'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV1535'RECOVERED IN GOOD CONDITION.
 KV1535
 KV1535                          STATION RECOVERY (2002)
 KV1535
 KV1535'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAN)
 KV1535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2078 ***********************************************************************
 KW2078  DESIGNATION -  CENTERVILLE A
 KW2078  PID         -  KW2078
 KW2078  STATE/COUNTY-  PA/CUMBERLAND
 KW2078  USGS QUAD   -  DICKINSON (1977)
 KW2078
 KW2078                         *CURRENT SURVEY CONTROL
 KW2078  ___________________________________________________________________
 KW2078* NAD 83(1986)-  40 05 40.     (N)    077 20 38.     (W)     SCALED    
 KW2078* NAVD 88     -       208.640  (meters)     684.51   (feet)  ADJUSTED  
 KW2078  ___________________________________________________________________
 KW2078  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KW2078  DYNAMIC HT  -         208.525 (meters)     684.14  (feet)  COMP
 KW2078  MODELED GRAV-     980,071.5   (mgal)                       NAVD 88
 KW2078
 KW2078  VERT ORDER  -  SECOND    CLASS 0
 KW2078
 KW2078.The horizontal coordinates were scaled from a topographic map and have
 KW2078.an estimated accuracy of +/- 6 seconds.
 KW2078
 KW2078.The orthometric height was determined by differential leveling
 KW2078.and adjusted by the National Geodetic Survey in June 1991..
 KW2078
 KW2078.The geoid height was determined by GEOID03.
 KW2078
 KW2078.The dynamic height is computed by dividing the NAVD 88
 KW2078.geopotential number by the normal gravity value computed on the
 KW2078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2078.degrees latitude (g = 980.6199 gals.).
 KW2078
 KW2078.The modeled gravity was interpolated from observed gravity values.
 KW2078
 KW2078;                    North         East    Units  Estimated Accuracy
 KW2078;SPC PA S     -    84,590.      634,630.      MT  (+/- 180 meters Scaled)
 KW2078
 KW2078                          SUPERSEDED SURVEY CONTROL
 KW2078
 KW2078  NGVD 29 (??/??/??)  208.845  (m)          685.19   (f) ADJUSTED    2 0
 KW2078
 KW2078.Superseded values are not recommended for survey control.
 KW2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2078.See file dsdata.txt to determine how the superseded data were derived.
 KW2078
 KW2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK001408(NAD 83)
 KW2078_MARKER: DB = BENCH MARK DISK
 KW2078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2078_STAMPING: CENTERVILLE A 1942
 KW2078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2078+STABILITY: SURFACE MOTION
 KW2078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2078+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2006
 KW2078
 KW2078  HISTORY     - Date     Condition        Report By
 KW2078  HISTORY     - 1942     MONUMENTED       CGS
 KW2078  HISTORY     - 1952     GOOD             CGS
 KW2078  HISTORY     - 20060420 GOOD             GEOCAC
 KW2078
 KW2078                          STATION DESCRIPTION
 KW2078
 KW2078'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KW2078'8.2 MI W FROM MOUNT HOLLY SPRINGS.
 KW2078'8.2 MILES WEST ALONG THE READING COMPANY RAILWAY FROM THE CARISLE
 KW2078'JUNCTION AT MOUNT HOLLY SPRINGS, CUMBERLAND COUNTY, THENCE 0.3
 KW2078'MILE SOUTH ALONG STATE HIGHWAY 233, AND THENCE 1.2 MILES WEST
 KW2078'ALONG PAVED ROAD 21008, IN THE SOUTHEAST CORNER OF THE CENTERVILLE
 KW2078'EMERGENCY AIRPORT, 0.1 MILE EAST OF THE SUPPLY BUILDING, 40 FEET
 KW2078'NORTH OF THE CENTERLINE OF THE ROAD, 24 FEET NORTH OF A RAIL CORNER
 KW2078'FENCE POST, 2 FEET WEST OF A RAIL FENCE, AND 1 FOOT SOUTH OF A
 KW2078'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED CENTERVILLE
 KW2078'A 1942 AND SET IN THE TOP OF A CONCRETE POST.
 KW2078
 KW2078                          STATION RECOVERY (2006)
 KW2078
 KW2078'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2078'MARK IS IN SOUTHWEST CORNER OF FRONT LAWN OF A WHITE HOUSE ON THE
 KW2078'NORTH SIDE OF PINE ROAD, AND IS 5 FEET SOUTHWEST OF A POWER LINE POLE
 KW2078'AND EAST OF A NORTH-SOUTH FENCE LINE. ALSO CHANGE REFERENCE TO FORMER
 KW2078'CNTERVILLE EMERGENCY AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2168 ***********************************************************************
 KX2168  DESIGNATION -  CENTRAL
 KX2168  PID         -  KX2168
 KX2168  STATE/COUNTY-  PA/CENTRE
 KX2168  USGS QUAD   -  BLACK MOSHANNON (1994)
 KX2168
 KX2168                         *CURRENT SURVEY CONTROL
 KX2168  ___________________________________________________________________
 KX2168* NAD 83(1992)-  40 58 31.13115(N)    078 05 04.37604(W)     ADJUSTED  
 KX2168* NAVD 88     -       474.7    (meters)    1557.     (feet)  VERTCON   
 KX2168  ___________________________________________________________________
 KX2168  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 KX2168  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KX2168
 KX2168  HORZ ORDER  -  THIRD
 KX2168
 KX2168.The horizontal coordinates were established by classical geodetic methods
 KX2168.and adjusted by the National Geodetic Survey in June 2002..
 KX2168
 KX2168.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2168
 KX2168.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2168
 KX2168.The geoid height was determined by GEOID03.
 KX2168
 KX2168;                    North         East     Units Scale Factor Converg.
 KX2168;SPC PA N     -    89,857.733   571,842.619   MT  0.99998643   -0 13 16.7
 KX2168;SPC PA N     -   294,808.25  1,876,120.33   sFT  0.99998643   -0 13 16.7
 KX2168;UTM  17      - 4,540,111.023   745,300.377   MT  1.00034066   +1 54 45.8
 KX2168
 KX2168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2168!SPC PA N     -   0.99993068  x   0.99998643  =   0.99991711
 KX2168!UTM  17      -   0.99993068  x   1.00034066  =   1.00027131
 KX2168
 KX2168|---------------------------------------------------------------------|
 KX2168| PID    Reference Object                     Distance      Geod. Az  |
 KX2168|                                                           dddmmss.s |
 KX2168| CK6796 CENTRAL RM 1                         20.946 METERS 00459     |
 KX2168| KX2165 COAL                                APPROX. 1.0 KM 0864230.8 |
 KX2168| CK6797 CENTRAL RM 2                         20.839 METERS 24337     |
 KX2168|---------------------------------------------------------------------|
 KX2168
 KX2168                          SUPERSEDED SURVEY CONTROL
 KX2168
 KX2168  NAD 83(1986)-  40 58 31.13146(N)    078 05 04.37876(W) AD(       ) 3
 KX2168  NAD 27      -  40 58 30.92410(N)    078 05 05.35030(W) AD(       ) 3
 KX2168  NGVD 29 (07/19/86)  474.9    (m)         1558.     (f) VERT ANG       
 KX2168
 KX2168.Superseded values are not recommended for survey control.
 KX2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2168.See file dsdata.txt to determine how the superseded data were derived.
 KX2168
 KX2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF4530040111(NAD 83)
 KX2168_MARKER: DS = TRIANGULATION STATION DISK
 KX2168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2168
 KX2168  HISTORY     - Date     Condition        Report By
 KX2168  HISTORY     - 1959     MONUMENTED       CGS
 KX2168
 KX2168                          STATION DESCRIPTION
 KX2168
 KX2168'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 KX2168'THE STATION IS LOCATED ON A LOW RIDGE IN A HEAVY WOODED AREA, ON LAND
 KX2168'OWNED BY THE CLEARFIELD BITUMINOUS COAL CO., ABOUT 2-1/2 MILES
 KX2168'SOUTHEAST OF GRASSFLAT, ABOUT 0.5 MILE NORTHEAST OF THE VILLAGE OF
 KX2168'VIADUCT AND ABOUT 0.2 MILE EAST OF THE NEW YORK CENTRAL RAILROAD.
 KX2168'
 KX2168'TO REACH THE STATION FROM THE POST OFFICE IN GRASSFLAT, GO EAST ON A
 KX2168'BLACKTOP ROAD FOR 0.15 MILE TO A Y-INTERSECTION.  TAKE THE LEFT
 KX2168'FORK AND CONTINUE EAST ON THE BLACKTOP ROAD FOR 0.56 MILE TO THE END
 KX2168'OF THE BLACKTOP ROAD, CONTINUE EAST ON A GRAVELED ROAD FOR 0.35
 KX2168'MILE TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE EAST ON A GRAVELED
 KX2168'ROAD FOR 0.95 MILE TO A T-ROAD INTERSECTION, KEEP
 KX2168'LEFT ON THE MAIN TRAVELED ROAD FOR 0.05 MILE TO A FORK.  TAKE THE
 KX2168'RIGHT FORK AND GO EAST ON A GRAVELED ROAD FOR 0.82 MILE TO A
 KX2168'DRIVEWAY AND A CABIN ON THE RIGHT, SOUTH, SIDE OF THE GRAVELED
 KX2168'ROAD.  TURN RIGHT ONTO THE DRIVEWAY AND GO SOUTH ABOUT 100 FEET TO A
 KX2168'DIM TRACK WOODS ROAD, CONTINUE SOUTH ON THE DIM TRACK WOODS ROAD
 KX2168'FOR 0.55 MILE TO A FORK.  TAKE THE LEFT FORK AND GO SOUTH AND EAST ON
 KX2168'A DIM TRACK WOODS ROAD FOR 0.15 MILE TO A POINT WHERE THE ROAD
 KX2168'IS BLOCKED BY A SPOIL BANK.  TURN RIGHT AND GO SOUTH ON A DIM TRACK
 KX2168'WOODS ROAD FOR ABOUT 50 FEET, THENCE TURN SHARP RIGHT AND GO
 KX2168'SOUTHWEST ON A DIM TRACK WOODS ROAD FOR 0.4 MILE TO A FORK.  TAKE THE
 KX2168'LEFT FORK AND GO SOUTH ON A DIM TRACK WOODS ROAD FOR 0.35 MILE TO A
 KX2168'6-INCH TRIANGULAR BLAZED OAK TREE AND A FORK.  TAKE THE LEFT FORK
 KX2168'AND GO SOUTHEAST ON A DIM WOODS ROAD FOR 0.05 MILE TO THE STATION.
 KX2168'
 KX2168'THE STATION MARK, A STANDARD DISK STAMPED CENTRAL 1959, IS SET IN THE
 KX2168'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH ABOVE THE
 KX2168'SURFACE OF THE GROUND.  IT IS 22.6 FEET NORTH-NORTHWEST OF A 12-INCH
 KX2168'OAK TREE WITH A TRIANGULAR BLAZE, 11.6 FEET SOUTHWEST OF A
 KX2168'8-INCH OAK TREE WITH A TRIANGULAR BLAZE AND 5.8 FEET NORTHWEST OF A
 KX2168'STANDARD METAL WITNESS POST AND MARKER.
 KX2168'
 KX2168'REFERENCE MARK 1, A STANDARD DISK STAMPED CENTRAL NO 1 1959, IS SET
 KX2168'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH
 KX2168'ABOVE THE SURFACE OF THE GROUND.  IT IS 71.5 FEET NORTH OF A STANDARD
 KX2168'METAL WITNESS POST AND MARKER AND 59 FEET NORTH-NORTHWEST OF A
 KX2168'8-INCH OAK TREE WITH A TRIANGULAR BLAZE.
 KX2168'
 KX2168'REFERENCE MARK 2, A STANDARD DISK STAMPED CENTRAL NO 2 1959, IS SET
 KX2168'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH
 KX2168'ABOVE THE SURFACE OF THE GROUND.  IT IS 29 FEET WEST-NORTHWEST OF A
 KX2168'4-INCH TRIANGULAR BLAZED OAK TREE AND 27.1 FEET WEST OF A STANDARD
 KX2168'METAL WITNESS POST AND MARKER.
 KX2168'
 KX2168'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 KX2168'
 KX2168'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2994 ***********************************************************************
 KW2994  DESIGNATION -  CENTRALIA
 KW2994  PID         -  KW2994
 KW2994  STATE/COUNTY-  PA/COLUMBIA
 KW2994  USGS QUAD   -  ASHLAND (1984)
 KW2994
 KW2994                         *CURRENT SURVEY CONTROL
 KW2994  ___________________________________________________________________
 KW2994* NAD 83(1992)-  40 49 11.54659(N)    076 21 16.36046(W)     ADJUSTED  
 KW2994* NAVD 88     -       552.     (meters)    1811.     (feet)  SCALED    
 KW2994  ___________________________________________________________________
 KW2994  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 KW2994  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KW2994
 KW2994  HORZ ORDER  -  FIRST
 KW2994
 KW2994.The horizontal coordinates were established by classical geodetic methods
 KW2994.and adjusted by the National Geodetic Survey in June 2002..
 KW2994
 KW2994.The orthometric height was scaled from a topographic map.
 KW2994
 KW2994.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2994
 KW2994.The geoid height was determined by GEOID03.
 KW2994
 KW2994;                    North         East     Units Scale Factor Converg.
 KW2994;SPC PA N     -    73,489.845   717,722.130   MT  1.00001085   +0 55 23.3
 KW2994;SPC PA N     -   241,107.93  2,354,726.69   sFT  1.00001085   +0 55 23.3
 KW2994;SPC PA S     -   165,991.195   717,718.719   MT  0.99998022   +0 54 19.3
 KW2994;SPC PA S     -   544,589.45  2,354,715.50   sFT  0.99998022   +0 54 19.3
 KW2994;UTM  18      - 4,519,644.428   385,769.590   MT  0.99976061   -0 53 07.9
 KW2994
 KW2994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2994!SPC PA N     -   0.99991863  x   1.00001085  =   0.99992948
 KW2994!SPC PA S     -   0.99991863  x   0.99998022  =   0.99989886
 KW2994!UTM  18      -   0.99991863  x   0.99976061  =   0.99967926
 KW2994
 KW2994:                Primary Azimuth Mark                     Grid Az
 KW2994:SPC PA N     -  CHICAGO NEW YORK AIRWAY BCN 60           040 40 19.9
 KW2994:SPC PA S     -  CHICAGO NEW YORK AIRWAY BCN 60           040 41 23.9
 KW2994:UTM  18      -  CHICAGO NEW YORK AIRWAY BCN 60           042 28 51.1
 KW2994
 KW2994|---------------------------------------------------------------------|
 KW2994| PID    Reference Object                     Distance      Geod. Az  |
 KW2994|                                                           dddmmss.s |
 KW2994| KW2996 CHICAGO NEW YORK AIRWAY BCN 60      APPROX. 6.0 KM 0413543.2 |
 KW2994| KW2966 AIRWAY BN 61 NNE OF SHENANDOAH      APPROX.21.1 KM 0812426.7 |
 KW2994| CB3811 CENTRALIA AZ MK                                    0895446.0 |
 KW2994| KW2995 CENTRALIA FIRE TOWER 1934            16.479 METERS 12059     |
 KW2994| CB3812 CENTRALIA RM 2                       11.290 METERS 24921     |
 KW2994|---------------------------------------------------------------------|
 KW2994
 KW2994                          SUPERSEDED SURVEY CONTROL
 KW2994
 KW2994  NAD 83(1986)-  40 49 11.54370(N)    076 21 16.36520(W) AD(       ) 1
 KW2994  NAD 27      -  40 49 11.22718(N)    076 21 17.54083(W) AD(       ) 1
 KW2994
 KW2994.Superseded values are not recommended for survey control.
 KW2994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2994.See file dsdata.txt to determine how the superseded data were derived.
 KW2994
 KW2994_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL8577019644(NAD 83)
 KW2994_MARKER: DS = TRIANGULATION STATION DISK
 KW2994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2994
 KW2994  HISTORY     - Date     Condition        Report By
 KW2994  HISTORY     - 1934     MONUMENTED       CGS
 KW2994  HISTORY     - 20040805 MARK NOT FOUND   GEOCAC
 KW2994
 KW2994                          STATION DESCRIPTION
 KW2994
 KW2994'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 KW2994'THIS IS A FIRST ORDER STATION LOCATED 2.5 MILES N OF ASHLAND, PA., 1
 KW2994'MILE W OF ARISTES, PA., 16.490 METERS NW OF THE CENTRALIA FIRE
 KW2994'TOWER, 105 FEET S OF THE PAVED ROAD, 10 METERS (33 FEET) E OF THE
 KW2994'LANE LEADING TO THE FIRE TOWER FROM THE PAVED ROAD AND 40 FEET S
 KW2994'OF A POWER LINE.
 KW2994'
 KW2994'SURFACE, REFERENCE MARK NO. 1 AND AZIMUTH MARKS ARE STANDARD BRONZE
 KW2994'DISKS SET IN CONCRETE.  UNDERGROUND MARK IS A STANDARD
 KW2994'BRONZE DISK WEDGED IN A DRILL HOLE IN BEDROCK.
 KW2994'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN CONCRETE
 KW2994'IN A DEPRESSION IN OUTCROPPING BEDROCK.
 KW2994'
 KW2994'STATION MARK PROJECTS 6 INCHES AND IS A 1- BY 1-FOOT BLOCK OF
 KW2994'CONCRETE.
 KW2994'
 KW2994'REFERENCE MARK NO. 1 IS LOCATED 16.490 METERS SE OF THE STATION UNDER
 KW2994'THE FIRE TOWER.  MARK PROJECTS 5 INCHES.
 KW2994'
 KW2994'REFERENCE MARK NO. 2 IS LOCATED 11.290 METERS W OF THE STATION AND
 KW2994'ACROSS THE LANE THAT LEADS INTO THE FIRE TOWER.  IT IS IN A LARGE
 KW2994'FLAT ROCK AND IS 5 FEET W OF THE CENTER OF THE LANE WHERE THE LANE
 KW2994'BEARS LEFT.
 KW2994'
 KW2994'AZIMUTH MARK IS LOCATED 1.0 MILE SE OF THE STATION, 1 FOOT W OF THE
 KW2994'SW CORNER OF THE COLUMBIA COUNTY HIGH SCHOOL.  MARK PROJECTS 6
 KW2994'INCHES AND IS A 1- BY 1-FOOT BLOCK OF CONCRETE.  TO REACH STATION, GO
 KW2994'BACK TO THE TOWN OF ARISTES AND TURN RIGHT AT THE SECOND STREET
 KW2994'AND GO TO THE SCHOOL BUILDING.
 KW2994'
 KW2994'TO REACH FROM THE TOWN OF ASHLAND, GO N ON HIGHWAY 120 FOR 1.4 MILES
 KW2994'TO CENTRAILIA.  HERE HIGHWAY 120 TURNS W.  CONTINUE STRAIGHT AHEAD
 KW2994'FOR 1.6 MILES TO A FORK IN THE ROAD (JUST N OF THE VILLAGE OF
 KW2994'ARISTES).  TURN LEFT AND GO 0.6 MILE TO THE FIRE TOWER ON THE LEFT
 KW2994'SIDE OF THE ROAD AND A T-ROAD LEADING TO THE FIRE TOWER AND THE
 KW2994'STATION.
 KW2994'
 KW2994'A 10-FOOT STAND CLEARED ALL LINES.
 KW2994
 KW2994                          STATION RECOVERY (2004)
 KW2994
 KW2994'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW2994'STATION NOT FOUND. RM1 NOT FOUND. RM2 FOUND IN BOULDER BUT MOVED BY
 KW2994'CONSTRUCTION--DESTORYED. AZIMUTH NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2995 ***********************************************************************
 KW2995  DESIGNATION -  CENTRALIA FIRE TOWER 1934
 KW2995  PID         -  KW2995
 KW2995  STATE/COUNTY-  PA/COLUMBIA
 KW2995  USGS QUAD   -  ASHLAND (1984)
 KW2995
 KW2995                         *CURRENT SURVEY CONTROL
 KW2995  ___________________________________________________________________
 KW2995* NAD 83(1992)-  40 49 11.27162(N)    076 21 15.75755(W)     ADJUSTED  
 KW2995* NAVD 88     -                                                        
 KW2995  ___________________________________________________________________
 KW2995  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 KW2995  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KW2995
 KW2995  HORZ ORDER  -  THIRD
 KW2995
 KW2995.The horizontal coordinates were established by classical geodetic methods
 KW2995.and adjusted by the National Geodetic Survey in June 2002..
 KW2995
 KW2995
 KW2995.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2995
 KW2995.The geoid height was determined by GEOID03.
 KW2995
 KW2995;                    North         East     Units Scale Factor Converg.
 KW2995;SPC PA N     -    73,481.592   717,736.394   MT  1.00001086   +0 55 23.7
 KW2995;SPC PA N     -   241,080.86  2,354,773.49   sFT  1.00001086   +0 55 23.7
 KW2995;SPC PA S     -   165,982.937   717,732.979   MT  0.99998021   +0 54 19.7
 KW2995;SPC PA S     -   544,562.35  2,354,762.28   sFT  0.99998021   +0 54 19.7
 KW2995;UTM  18      - 4,519,635.730   385,783.582   MT  0.99976057   -0 53 07.5
 KW2995
 KW2995                          SUPERSEDED SURVEY CONTROL
 KW2995
 KW2995  NAD 83(1986)-  40 49 11.26881(N)    076 21 15.76217(W) AD(       ) 4
 KW2995  NAD 27      -  40 49 10.95220(N)    076 21 16.93791(W) AD(       ) 3
 KW2995
 KW2995.Superseded values are not recommended for survey control.
 KW2995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2995.See file dsdata.txt to determine how the superseded data were derived.
 KW2995
 KW2995_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL8578419636(NAD 83)
 KW2995_MARKER: 57 = LOOKOUT TOWER
 KW2995
 KW2995  HISTORY     - Date     Condition        Report By
 KW2995  HISTORY     - 1934     FIRST OBSERVED   CGS
 KW2995  HISTORY     - 20040718 MARK NOT FOUND   GEOCAC
 KW2995
 KW2995                          STATION DESCRIPTION
 KW2995
 KW2995'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW2995'TO REACH FROM THE TOWN OF ASHLAND, GO N ON HIGHWAY 120 FOR 1.4 MILES
 KW2995'TO CENTRAILIA.  HERE HIGHWAY 120 TURNS W.  CONTINUE STRAIGHT AHEAD
 KW2995'FOR 1.6 MILES TO A FORK IN THE ROAD (JUST N OF THE VILLAGE OF
 KW2995'ARISTES).  TURN LEFT AND GO 0.6 MILE TO THE FIRE TOWER ON THE LEFT
 KW2995'SIDE OF THE ROAD AND A T-ROAD LEADING TO THE FIRE TOWER.
 KW2995
 KW2995                          STATION RECOVERY (2004)
 KW2995
 KW2995'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW2995'FIRE TOWER HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2906 ***********************************************************************
 KW2906  DESIGNATION -  CENTRE
 KW2906  PID         -  KW2906
 KW2906  STATE/COUNTY-  PA/CENTRE
 KW2906  USGS QUAD   -  CENTRE HALL (1984)
 KW2906
 KW2906                         *CURRENT SURVEY CONTROL
 KW2906  ___________________________________________________________________
 KW2906* NAD 83(1992)-  40 50 35.63685(N)    077 42 36.54424(W)     ADJUSTED  
 KW2906* NAVD 88     -       552.     (meters)    1811.     (feet)  SCALED    
 KW2906  ___________________________________________________________________
 KW2906  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 KW2906  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KW2906
 KW2906  HORZ ORDER  -  SECOND
 KW2906
 KW2906.The horizontal coordinates were established by classical geodetic methods
 KW2906.and adjusted by the National Geodetic Survey in June 2002..
 KW2906
 KW2906.The orthometric height was scaled from a topographic map.
 KW2906
 KW2906.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2906
 KW2906.The geoid height was determined by GEOID03.
 KW2906
 KW2906;                    North         East     Units Scale Factor Converg.
 KW2906;SPC PA N     -    75,136.218   603,360.642   MT  1.00000671   +0 01 34.9
 KW2906;SPC PA N     -   246,509.41  1,979,525.71   sFT  1.00000671   +0 01 34.9
 KW2906;SPC PA S     -   167,655.783   603,360.562   MT  0.99998293   +0 01 33.1
 KW2906;SPC PA S     -   550,050.68  1,979,525.44   sFT  0.99998293   +0 01 33.1
 KW2906;UTM  18      - 4,524,889.988   271,520.468   MT  1.00024257   -1 46 23.5
 KW2906
 KW2906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2906!SPC PA N     -   0.99991867  x   1.00000671  =   0.99992538
 KW2906!SPC PA S     -   0.99991867  x   0.99998293  =   0.99990160
 KW2906!UTM  18      -   0.99991867  x   1.00024257  =   1.00016122
 KW2906
 KW2906:                Primary Azimuth Mark                     Grid Az
 KW2906:SPC PA N     -  CENTRE AZ MK                             085 08 34.0
 KW2906:SPC PA S     -  CENTRE AZ MK                             085 08 35.8
 KW2906:UTM  18      -  CENTRE AZ MK                             086 56 32.4
 KW2906
 KW2906|---------------------------------------------------------------------|
 KW2906| PID    Reference Object                     Distance      Geod. Az  |
 KW2906|                                                           dddmmss.s |
 KW2906| CK6798 CENTRE AZ MK                                       0851008.9 |
 KW2906| CK6799 CENTRE RM 1                          17.995 METERS 09919     |
 KW2906| CK6800 CENTRE RM 2                          24.953 METERS 22601     |
 KW2906|---------------------------------------------------------------------|
 KW2906
 KW2906                          SUPERSEDED SURVEY CONTROL
 KW2906
 KW2906  NAD 83(1986)-  40 50 35.63521(N)    077 42 36.54647(W) AD(       ) 2
 KW2906  NAD 27      -  40 50 35.41630(N)    077 42 37.55730(W) AD(       ) 2
 KW2906
 KW2906.Superseded values are not recommended for survey control.
 KW2906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2906.See file dsdata.txt to determine how the superseded data were derived.
 KW2906
 KW2906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL7152024890(NAD 83)
 KW2906_MARKER: DS = TRIANGULATION STATION DISK
 KW2906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2906
 KW2906  HISTORY     - Date     Condition        Report By
 KW2906  HISTORY     - 1958     MONUMENTED       CGS
 KW2906
 KW2906                          STATION DESCRIPTION
 KW2906
 KW2906'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KW2906'THE STATION IS LOCATED ABOUT 2.25 MILES SOUTHEAST OF PLEASANT GAP,
 KW2906'1.5 MILES WEST-NORTHWEST OF CENTRE HALL, 0.1 MILE SOUTHWEST OF
 KW2906'STATE HIGHWAY 53 AT THE SUMMIT OF NITTANY MOUNTAIN AND ON PROPERTY
 KW2906'OWNED BY MR. WILLIS BIERLY.
 KW2906'
 KW2906'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 53 AND 95 IN
 KW2906'CENTRE HALL, GO NORTHWESTERLY ON STATE HIGHWAY 53 FOR 1.2 MILE TO
 KW2906'THE SUMMIT OF HILL AND A SIDE ROAD ON THE LEFT, BETWEEN TAVERN AND
 KW2906'SMALL ICE CREAM STORE.  TURN LEFT AND GO SOUTHWEST ON SMALL RIDGE
 KW2906'ROAD FOR 0.1 MILE TO A POWER POLE AND STATION ON THE LEFT.
 KW2906'
 KW2906'STATION MARKS ARE STANDARD DISKS STAMPED CENTRE 1958.  THE SURFACE
 KW2906'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 KW2906'IS 54 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE RIDGE ROAD, 38 FEET
 KW2906'SOUTH-SOUTHWEST OF A 12 INCH OAK TREE WITH A TRIANGLE BLAZE ON THE
 KW2906'NORTH SIDE AND 29 FEET NORTHEAST OF A POWER POLE.
 KW2906'
 KW2906'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CENTRE NO 1 1958, IS
 KW2906'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 KW2906'68 FEET WEST OF THE NORTHWEST CORNER OF SMALL WHITE BUILDING, 34 FEET
 KW2906'SOUTHEAST OF A POWER POLE AND APPROXIMATELY 3 FEET LOWER IN
 KW2906'ELEVATION THAN THE STATION.
 KW2906'
 KW2906'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CENTRE NO 2 1958, IS
 KW2906'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 67.5 FEET
 KW2906'SOUTH-SOUTHEAST OF THE CENTER OF THE RIDGE ROAD, 44.5 FEET SOUTHEAST
 KW2906'OF A TWIN TRUNKED OAK TREE AND 11 FEET NORTH OF THE POWER LINE.
 KW2906'
 KW2906'AZIMUTH MARK, A STANDARD DISK STAMPED CENTRE 1958, IS SET IN A SQUARE
 KW2906'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 30 FEET
 KW2906'EAST-SOUTHEAST OF A TELEPHONE POLE, 15.5 FEET SOUTHEAST OF THE CENTER
 KW2906'OF SURFACED ROAD, 7 FEET NORTHEAST OF THE CENTER OF LANE AND 2.5
 KW2906'FEET NORTHWEST OF A POWER POLE.  A STANDARD WITNESS POST WAS SET 2
 KW2906'FEET NORTHEAST OF THE MARK.
 KW2906'
 KW2906'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAYS 53 AND
 KW2906'95 IN CENTRE HALL, GO SOUTHWESTERLY ON W. CHURCH ST. FOR 0.4 MILE
 KW2906'TO A POWER POLE AND THE AZIMUTH MARK ON THE LEFT.
 KW2906'
 KW2906'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1730 ***********************************************************************
 LZ1730  DESIGNATION -  CENTRE
 LZ1730  PID         -  LZ1730
 LZ1730  STATE/COUNTY-  PA/CENTRE
 LZ1730  USGS QUAD   -  CARROLL (1973)
 LZ1730
 LZ1730                         *CURRENT SURVEY CONTROL
 LZ1730  ___________________________________________________________________
 LZ1730* NAD 83(1992)-  41 02 03.87657(N)    077 10 05.50453(W)     ADJUSTED  
 LZ1730* NAVD 88     -       578.4    (meters)    1898.     (feet)  VERTCON   
 LZ1730  ___________________________________________________________________
 LZ1730  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 LZ1730  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 LZ1730
 LZ1730  HORZ ORDER  -  SECOND
 LZ1730
 LZ1730.The horizontal coordinates were established by classical geodetic methods
 LZ1730.and adjusted by the National Geodetic Survey in June 2002..
 LZ1730
 LZ1730.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1730
 LZ1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1730
 LZ1730.The geoid height was determined by GEOID03.
 LZ1730
 LZ1730;                    North         East     Units Scale Factor Converg.
 LZ1730;SPC PA N     -    96,530.401   648,923.353   MT  0.99997905   +0 23 05.6
 LZ1730;SPC PA N     -   316,700.16  2,129,009.37   sFT  0.99997905   +0 23 05.6
 LZ1730;UTM  18      - 4,544,841.525   317,740.200   MT  1.00000886   -1 25 25.8
 LZ1730
 LZ1730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1730!SPC PA N     -   0.99991450  x   0.99997905  =   0.99989355
 LZ1730!UTM  18      -   0.99991450  x   1.00000886  =   0.99992336
 LZ1730
 LZ1730:                Primary Azimuth Mark                     Grid Az
 LZ1730:SPC PA N     -  CENTRE AZ MK                             037 30 02.3
 LZ1730:UTM  18      -  CENTRE AZ MK                             039 18 33.7
 LZ1730
 LZ1730|---------------------------------------------------------------------|
 LZ1730| PID    Reference Object                     Distance      Geod. Az  |
 LZ1730|                                                           dddmmss.s |
 LZ1730| CK6801 CENTRE AZ MK                                       0375307.9 |
 LZ1730| CK6802 CENTRE RM 1                          21.289 METERS 05743     |
 LZ1730| CK6803 CENTRE RM 2                          24.135 METERS 16336     |
 LZ1730| LZ1728 JUMBO                               APPROX. 6.4 KM 3314406.5 |
 LZ1730|---------------------------------------------------------------------|
 LZ1730
 LZ1730                          SUPERSEDED SURVEY CONTROL
 LZ1730
 LZ1730  NAD 83(1986)-  41 02 03.87324(N)    077 10 05.49955(W) AD(       ) 2
 LZ1730  NAD 27      -  41 02 03.58800(N)    077 10 06.62720(W) AD(       ) 2
 LZ1730  NGVD 29 (07/19/86)  578.6    (m)         1898.     (f) VERT ANG       
 LZ1730
 LZ1730.Superseded values are not recommended for survey control.
 LZ1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1730.See file dsdata.txt to determine how the superseded data were derived.
 LZ1730
 LZ1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL1774044842(NAD 83)
 LZ1730_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1730
 LZ1730  HISTORY     - Date     Condition        Report By
 LZ1730  HISTORY     - 1959     MONUMENTED       CGS
 LZ1730
 LZ1730                          STATION DESCRIPTION
 LZ1730
 LZ1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LZ1730'THE STATION IS LOCATED ON THE HIGHEST POINT OF A TIMBER COVERED HILL,
 LZ1730'ON STATE FOREST LANDS, ABOUT 3 MILES EAST OF EASTVILLE, 2-1/2
 LZ1730'MILES SOUTHEAST OF THE VILLAGE OF CARROLL AND 0.1 MILE SOUTH OF THE
 LZ1730'INTERSECTION OF THE GARDEN HOLLOW ROAD AND THE BREON
 LZ1730'ROAD.
 LZ1730'
 LZ1730'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 880 AND
 LZ1730'COUNTY HIGHWAY 18018 IN THE VILLAGE OF CARROLL, GO
 LZ1730'EAST ON COUNTY HIGHWAY 18018 FOR 3.82 MILES TO A SIGN GARDEN HOLLOW
 LZ1730'RD. WHITE DEER CREEK RD. AND A GRAVELED ROAD ON THE RIGHT,
 LZ1730'SOUTH, SIDE OF THE HIGHWAY, AT THE END OF THE BLACKTOP ROAD AND AT
 LZ1730'THE CLINTON-UNION COUNTY LINE.  TURN RIGHT AND
 LZ1730'GO SOUTH ON THE GARDEN HOLLOW ROAD AND THE WHITE DEER CREEK
 LZ1730'ROAD FOR 1.53 MILES TO THE JUNCTION OF THE BREON ROAD ON THE
 LZ1730'RIGHT, WEST, SIDE OF THE GRAVELED ROAD AND SIGN BREON
 LZ1730'ROAD ON THE LEFT, EAST SIDE OF THE GRAVELED ROAD.  CONTINUE STRAIGHT
 LZ1730'AHEAD ON THE GARDEN HOLLOW ROAD FOR 0.01 MILE TO THE
 LZ1730'AZIMUTH MARK ON THE LEFT, EAST, SIDE OF THE GRAVELED ROAD.
 LZ1730'CONTINUE SOUTH ON THE GARDEN HOLLOW
 LZ1730'ROAD FOR 0.1 MILE TO THE TOP OF THE HILL AND THE STATION ON THE
 LZ1730'RIGHT, WEST, SIDE OF THE ROAD.
 LZ1730'
 LZ1730'THE STATION MARK, A STANDARD DISK STAMPED CENTRE 1959, IS SET IN THE
 LZ1730'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 LZ1730'ABOVE THE SURFACE OF THE GROUND.  IT IS 33.5 FEET WEST OF A 8-INCH
 LZ1730'TRIANGULAR BLAZED OAK TREE, 25 FEET WEST OF THE CENTER
 LZ1730'OF A GRAVELED ROAD AND 5.8 FEET SOUTH OF A STANDARD METAL WITNESS
 LZ1730'POST AND MARKER.
 LZ1730'
 LZ1730'REFERENCE MARK 1, A STANDARD DISK STAMPED CENTRE NO 1 1959, IS SET IN
 LZ1730'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES
 LZ1730'ABOVE THE SURFACE OF THE GROUND.  IT IS 16 FEET SOUTH OF THE CENTER
 LZ1730'OF A GRAVELED ROAD AND IS ABOUT THE SAME ELEVATION AS
 LZ1730'THE STATION.
 LZ1730'
 LZ1730'REFERENCE MARK 2, A STANDARD DISK STAMPED CENTRE NO 2 1959, IS SET IN
 LZ1730'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 LZ1730'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 12 FEET EAST OF THE
 LZ1730'CENTER OF A GRAVELED ROAD AND IS ABOUT THE SAME ELEVATION
 LZ1730'AS THE STATION.
 LZ1730'
 LZ1730'THE AZIMUTH MARK, A STANDARD DISK STAMPED CENTRE 1959, IS SET IN THE
 LZ1730'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES
 LZ1730'ABOVE THE SURFACE OF THE GROUND.  IT IS 12 FEET EAST OF THE CENTER OF
 LZ1730'A GRAVELED ROAD AND 1.1 FEET NORTHWEST OF A STANDARD
 LZ1730'METAL WITNESS POST AND MARKER.
 LZ1730'
 LZ1730'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0498 ***********************************************************************
 JW0498  DESIGNATION -  CESSNA
 JW0498  PID         -  JW0498
 JW0498  STATE/COUNTY-  PA/BEDFORD
 JW0498  USGS QUAD   -  HYNDMAN (1977)
 JW0498
 JW0498                         *CURRENT SURVEY CONTROL
 JW0498  ___________________________________________________________________
 JW0498* NAD 83(1992)-  39 50 07.19514(N)    078 38 39.39965(W)     ADJUSTED  
 JW0498* NAVD 88     -       400.397  (meters)    1313.64   (feet)  ADJUSTED  
 JW0498  ___________________________________________________________________
 JW0498  LAPLACE CORR-          -5.78  (seconds)                    DEFLEC99
 JW0498  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JW0498  DYNAMIC HT  -         400.165 (meters)    1312.87  (feet)  COMP
 JW0498  MODELED GRAV-     980,035.3   (mgal)                       NAVD 88
 JW0498
 JW0498  HORZ ORDER  -  SECOND
 JW0498  VERT ORDER  -  SECOND    CLASS 0
 JW0498
 JW0498.The horizontal coordinates were established by classical geodetic methods
 JW0498.and adjusted by the National Geodetic Survey in June 2002..
 JW0498
 JW0498.The orthometric height was determined by differential leveling
 JW0498.and adjusted by the National Geodetic Survey in June 1991..
 JW0498
 JW0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW0498
 JW0498.The geoid height was determined by GEOID03.
 JW0498
 JW0498.The dynamic height is computed by dividing the NAVD 88
 JW0498.geopotential number by the normal gravity value computed on the
 JW0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0498.degrees latitude (g = 980.6199 gals.).
 JW0498
 JW0498.The modeled gravity was interpolated from observed gravity values.
 JW0498
 JW0498;                    North         East     Units Scale Factor Converg.
 JW0498;SPC PA S     -    56,127.056   523,451.085   MT  1.00001677   -0 34 48.7
 JW0498;SPC PA S     -   184,143.52  1,717,355.77   sFT  1.00001677   -0 34 48.7
 JW0498;SPC MD       -   242,015.624   259,247.012   MT  1.00009017   -1 01 55.2
 JW0498;SPC MD       -   794,012.93    850,546.24   sFT  1.00009017   -1 01 55.2
 JW0498;UTM  17      - 4,412,136.284   701,576.236   MT  1.00010026   +1 30 34.4
 JW0498
 JW0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW0498!SPC PA S     -   0.99994230  x   1.00001677  =   0.99995907
 JW0498!SPC MD       -   0.99994230  x   1.00009017  =   1.00003247
 JW0498!UTM  17      -   0.99994230  x   1.00010026  =   1.00004256
 JW0498
 JW0498|---------------------------------------------------------------------|
 JW0498| PID    Reference Object                     Distance      Geod. Az  |
 JW0498|                                                           dddmmss.s |
 JW0498| JW0499 CESSNA RM 1                           5.999 METERS 11712     |
 JW0498| JW0496 CESSNA AZ MK                                       2074545.8 |
 JW0498| JW0497 CESSNA RM 2                           5.617 METERS 29313     |
 JW0498|---------------------------------------------------------------------|
 JW0498
 JW0498                          SUPERSEDED SURVEY CONTROL
 JW0498
 JW0498  NAD 83(1995)-  39 50 07.19705(N)    078 38 39.40368(W) AD(       ) 2
 JW0498  NAD 83(1991)-  39 50 07.19751(N)    078 38 39.40669(W) AD(       ) 2
 JW0498  NAD 83(1986)-  39 50 07.19967(N)    078 38 39.40874(W) AD(       ) 2
 JW0498  NAD 27      -  39 50 06.89532(N)    078 38 40.34088(W) AD(       ) 2
 JW0498  NGVD 29 (??/??/92)  400.575  (m)         1314.22   (f) ADJ UNCH    2 0
 JW0498
 JW0498.Superseded values are not recommended for survey control.
 JW0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0498.See file dsdata.txt to determine how the superseded data were derived.
 JW0498
 JW0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE0157612136(NAD 83)
 JW0498_MARKER: DE = TRAVERSE STATION DISK
 JW0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0498_STAMPING: CESSNA 1967
 JW0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0498+STABILITY: SURFACE MOTION
 JW0498
 JW0498  HISTORY     - Date     Condition        Report By
 JW0498  HISTORY     - 1967     MONUMENTED       CGS
 JW0498  HISTORY     - 1967     GOOD             CGS
 JW0498
 JW0498                          STATION DESCRIPTION
 JW0498
 JW0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 JW0498'THE STATION IS LOCATED ABOUT 16 AIRLINE MILES SOUTH OF BEDFORD, ABOUT
 JW0498'1/2 AIRLINE MILE NORTH OF CENTERVILLE AND ABOUT 1/2 AIRLINE MILE
 JW0498'WEST OF U.S. HIGHWAY 220.  IT IS ON A LOW HILL JUST WEST OF A
 JW0498'CEMETERY AND THE PROPERTY IS OWNED BY MR. BARNEY CESSNA WHO LIVES
 JW0498'IN THE FIRST HOUSE SOUTH OF THE STATION.
 JW0498'
 JW0498'TO REACH THE STATION FROM THE POST OFFICE IN BEDFORD, GO EAST ON A
 JW0498'PAVED STREET FOR 2 BLOCKS TO U.S. HIGHWAY 220.  TURN RIGHT AND GO
 JW0498'SOUTH ON U.S. HIGHWAY 220 FOR 16.1 MILES TO A CROSSROAD IN
 JW0498'CENTERVILLE.  (TO REACH THE AZIMUTH FROM THIS POINT, GO SOUTH ON
 JW0498'U.S. HIGHWAY 220 FOR 0.2 MILE TO A SMALL CONCRETE BRIDGE AND THE
 JW0498'AZIMUTH MARK IN THE NORTHWEST WALKWAY OF THE BRIDGE) TURN
 JW0498'RIGHT AND GO WEST ON A PAVED ROAD FOR 0.05 MILE TO A CROSSROAD.
 JW0498'CONTINUE WEST ON THE PAVED ROAD FOR 0.05 MILE TO A
 JW0498'T-INTERSECTION.  TURN RIGHT AND GO NORTH ON A PAVED STREET FOR 0.2
 JW0498'MILE TO A SIDE ROAD LEFT.  CONTINUE NORTH ON A BLADED ROAD FOR
 JW0498'0.1 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST AND NORTH ON A
 JW0498'TRACK ROAD FOR 0.05 MILE TO A FENCE CORNER JUST WEST OF THE
 JW0498'CEMETERY.  TURN LEFT AND GO WEST ALONG SOUTH SIDE OF A FENCE LINE
 JW0498'FOR 65 FEET TO THE STATION.
 JW0498'
 JW0498'THE STATION MARK IS 65 FEET WEST OF THE FENCE CORNER, 43 PACES
 JW0498'SOUTHWEST OF THE MOST SOUTHWEST HEADSTONE IN THE CEMETERY AND 3 FEET
 JW0498'WEST OF A WITNESS POST.  THE MARK IS A STANDARD TRAVERSE DISK SET IN
 JW0498'THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 2
 JW0498'INCHES AND IT IS STAMPED CESSNA 1967.
 JW0498'
 JW0498'REFERENCE MARK NO. 1 IS 47 FEET WEST OF THE FENCE CORNER, 17.7 FEET
 JW0498'EAST OF THE WITNESS POST AND 2 FEET SOUTH OF THE FENCE LINE.  THE
 JW0498'MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH ROUND CONCRETE
 JW0498'MONUMENT WHICH PROJECTS 2 INCHES AND IT IS STAMPED CESSNA NO 1 1967.
 JW0498'
 JW0498'REFERENCE MARK NO. 2 IS 55 FEET WEST OF THE FENCE CORNER, 20.7 FEET
 JW0498'WEST OF THE WITNESS POST AND 2 FEET SOUTH OF THE FENCE.  THE MARK
 JW0498'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH ROUND CONCRETE
 JW0498'MONUMENT WHICH PROJECTS 2 INCHES AND IT IS STAMPED CESSNA NO 2
 JW0498'1967.
 JW0498'
 JW0498'THE AZIMUTH MARK IS 21 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 JW0498'220 AND 1.5 FEET SOUTH OF THE NORTH EDGE OF THE SMALL CONCRETE
 JW0498'BRIDGE.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 JW0498'NORTHWEST WALK WAY OF THE SMALL CONCRETE BRIDGE.  THE DISK IS
 JW0498'FLUSH WITH THE SURFACE AND IT IS STAMPED CESSNA 1967.
 JW0498
 JW0498                          STATION RECOVERY (1967)
 JW0498
 JW0498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JW0498'14.4 MI N FROM CUMBERLAND.
 JW0498'ABOUT 14.4 MILES NORTH ALONG U.S. HIGHWAY 220 FROM THE JUNCTION
 JW0498'OF U.S. HIGHWAYS 220 AND 40 IN CUMBERLAND, MARYLAND, THENCE, 0.1
 JW0498'MILE THROUGH A FIELD TO THE STATION AT THE TOP OF HILL AND AT THE
 JW0498'SOUTH EDGE OF A CEMETERY, 19.68 FEET WEST OF RM 1, 18.43 FEET
 JW0498'EAST OF RM 2, 65 FEET WEST OF A FENCE CORNER, 43 PACES SOUTHWEST
 JW0498'OF THE MOST SOUTHWEST HEADSTONE IN THE CEMETERY, 3 FEET WEST OF
 JW0498'A METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE POST PROJECTING
 JW0498'2-INCHES AND IS ABOUT 75 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0496 ***********************************************************************
 JW0496  DESIGNATION -  CESSNA AZ MK
 JW0496  PID         -  JW0496
 JW0496  STATE/COUNTY-  PA/BEDFORD
 JW0496  USGS QUAD   -  HYNDMAN (1977)
 JW0496
 JW0496                         *CURRENT SURVEY CONTROL
 JW0496  ___________________________________________________________________
 JW0496* NAD 83(1986)-  39 49 43.     (N)    078 38 55.     (W)     SCALED    
 JW0496* NAVD 88     -       361.911  (meters)    1187.37   (feet)  ADJUSTED  
 JW0496  ___________________________________________________________________
 JW0496  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JW0496  DYNAMIC HT  -         361.701 (meters)    1186.68  (feet)  COMP
 JW0496  MODELED GRAV-     980,035.3   (mgal)                       NAVD 88
 JW0496
 JW0496  VERT ORDER  -  SECOND    CLASS 0
 JW0496
 JW0496.The horizontal coordinates were scaled from a topographic map and have
 JW0496.an estimated accuracy of +/- 6 seconds.
 JW0496
 JW0496.The orthometric height was determined by differential leveling
 JW0496.and adjusted by the National Geodetic Survey in June 1991..
 JW0496
 JW0496.The geoid height was determined by GEOID03.
 JW0496
 JW0496.The dynamic height is computed by dividing the NAVD 88
 JW0496.geopotential number by the normal gravity value computed on the
 JW0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0496.degrees latitude (g = 980.6199 gals.).
 JW0496
 JW0496.The modeled gravity was interpolated from observed gravity values.
 JW0496
 JW0496;                    North         East    Units  Estimated Accuracy
 JW0496;SPC PA S     -    55,390.      523,070.      MT  (+/- 180 meters Scaled)
 JW0496
 JW0496                          SUPERSEDED SURVEY CONTROL
 JW0496
 JW0496  NGVD 29 (??/??/92)  362.089  (m)         1187.95   (f) ADJ UNCH    2 0
 JW0496
 JW0496.Superseded values are not recommended for survey control.
 JW0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0496.See file dsdata.txt to determine how the superseded data were derived.
 JW0496
 JW0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE012113(NAD 83)
 JW0496_MARKER: DZ = AZIMUTH MARK DISK
 JW0496_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0496_SP_SET: BRIDGE
 JW0496_STAMPING: CESSNA 1967
 JW0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0496
 JW0496  HISTORY     - Date     Condition        Report By
 JW0496  HISTORY     - 1967     MONUMENTED       CGS
 JW0496
 JW0496                          STATION DESCRIPTION
 JW0496
 JW0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JW0496'13.9 MI N FROM CUMBERLAND.
 JW0496'ABOUT 13.9 MILES NORTH ALONG U.S. HIGHWAY 220 FROM THE JUNCTION
 JW0496'OF U.S. HIGHWAYS 220 AND 40 IN CUMBERLAND, MARYLAND, SET IN THE
 JW0496'TOP OF THE WEST SIDE WALK OF A BRIDGE, 21 FEET WEST OF THE
 JW0496'CENTERLINE OF HIGHWAY, 1.5 FEET SOUTH OF THE NORTH END OF
 JW0496'SIDEWALK AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0499 ***********************************************************************
 JW0499  DESIGNATION -  CESSNA RM 1
 JW0499  PID         -  JW0499
 JW0499  STATE/COUNTY-  PA/BEDFORD
 JW0499  USGS QUAD   -  HYNDMAN (1977)
 JW0499
 JW0499                         *CURRENT SURVEY CONTROL
 JW0499  ___________________________________________________________________
 JW0499* NAD 83(1986)-  39 50 06.     (N)    078 38 39.     (W)     SCALED    
 JW0499* NAVD 88     -       399.979  (meters)    1312.26   (feet)  ADJUSTED  
 JW0499  ___________________________________________________________________
 JW0499  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JW0499  DYNAMIC HT  -         399.747 (meters)    1311.50  (feet)  COMP
 JW0499  MODELED GRAV-     980,035.3   (mgal)                       NAVD 88
 JW0499
 JW0499  VERT ORDER  -  SECOND    CLASS 0
 JW0499
 JW0499.The horizontal coordinates were scaled from a topographic map and have
 JW0499.an estimated accuracy of +/- 6 seconds.
 JW0499
 JW0499.The orthometric height was determined by differential leveling
 JW0499.and adjusted by the National Geodetic Survey in June 1991..
 JW0499
 JW0499.The geoid height was determined by GEOID03.
 JW0499
 JW0499.The dynamic height is computed by dividing the NAVD 88
 JW0499.geopotential number by the normal gravity value computed on the
 JW0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0499.degrees latitude (g = 980.6199 gals.).
 JW0499
 JW0499.The modeled gravity was interpolated from observed gravity values.
 JW0499
 JW0499;                    North         East    Units  Estimated Accuracy
 JW0499;SPC PA S     -    56,090.      523,460.      MT  (+/- 180 meters Scaled)
 JW0499
 JW0499                          SUPERSEDED SURVEY CONTROL
 JW0499
 JW0499  NGVD 29 (??/??/92)  400.157  (m)         1312.85   (f) ADJ UNCH    2 0
 JW0499
 JW0499.Superseded values are not recommended for survey control.
 JW0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0499.See file dsdata.txt to determine how the superseded data were derived.
 JW0499
 JW0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE015121(NAD 83)
 JW0499_MARKER: DR = REFERENCE MARK DISK
 JW0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0499_STAMPING: CESSNA NO 1 1967
 JW0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0499+STABILITY: SURFACE MOTION
 JW0499
 JW0499  HISTORY     - Date     Condition        Report By
 JW0499  HISTORY     - 1967     MONUMENTED       CGS
 JW0499
 JW0499                          STATION DESCRIPTION
 JW0499
 JW0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JW0499'14.4 MI N FROM CUMBERLAND.
 JW0499'AT THE CESSNA STATION SITE-- 19.68 FEET EAST OF THE STATION, 47
 JW0499'FEET WEST OF A FENCE CORNER, 17.7 FEET EAST OF A METAL WITNESS
 JW0499'SIGN, 2 FEET SOUTH OF THE FENCE, SET IN THE TOP OF A CONCRETE POST
 JW0499'PROJECTING 2-INCHES AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE
 JW0499'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0497 ***********************************************************************
 JW0497  DESIGNATION -  CESSNA RM 2
 JW0497  PID         -  JW0497
 JW0497  STATE/COUNTY-  PA/BEDFORD
 JW0497  USGS QUAD   -  HYNDMAN (1977)
 JW0497
 JW0497                         *CURRENT SURVEY CONTROL
 JW0497  ___________________________________________________________________
 JW0497* NAD 83(1986)-  39 50 06.     (N)    078 38 39.     (W)     SCALED    
 JW0497* NAVD 88     -       399.896  (meters)    1311.99   (feet)  ADJUSTED  
 JW0497  ___________________________________________________________________
 JW0497  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JW0497  DYNAMIC HT  -         399.664 (meters)    1311.23  (feet)  COMP
 JW0497  MODELED GRAV-     980,035.3   (mgal)                       NAVD 88
 JW0497
 JW0497  VERT ORDER  -  SECOND    CLASS 0
 JW0497
 JW0497.The horizontal coordinates were scaled from a topographic map and have
 JW0497.an estimated accuracy of +/- 6 seconds.
 JW0497
 JW0497.The orthometric height was determined by differential leveling
 JW0497.and adjusted by the National Geodetic Survey in June 1991..
 JW0497
 JW0497.The geoid height was determined by GEOID03.
 JW0497
 JW0497.The dynamic height is computed by dividing the NAVD 88
 JW0497.geopotential number by the normal gravity value computed on the
 JW0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0497.degrees latitude (g = 980.6199 gals.).
 JW0497
 JW0497.The modeled gravity was interpolated from observed gravity values.
 JW0497
 JW0497;                    North         East    Units  Estimated Accuracy
 JW0497;SPC PA S     -    56,090.      523,460.      MT  (+/- 180 meters Scaled)
 JW0497
 JW0497                          SUPERSEDED SURVEY CONTROL
 JW0497
 JW0497  NGVD 29 (??/??/92)  400.074  (m)         1312.58   (f) ADJ UNCH    2 0
 JW0497
 JW0497.Superseded values are not recommended for survey control.
 JW0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0497.See file dsdata.txt to determine how the superseded data were derived.
 JW0497
 JW0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE015121(NAD 83)
 JW0497_MARKER: DR = REFERENCE MARK DISK
 JW0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0497_STAMPING: CESSNA NO 2 1967
 JW0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0497+STABILITY: SURFACE MOTION
 JW0497
 JW0497  HISTORY     - Date     Condition        Report By
 JW0497  HISTORY     - 1967     MONUMENTED       CGS
 JW0497
 JW0497                          STATION DESCRIPTION
 JW0497
 JW0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JW0497'14.4 MI N FROM CUMBERLAND.
 JW0497'AT THE CESSNA STATION SITE-- 18.43 FEET WEST OF THE STATION, 55
 JW0497'FEET WEST OF A FENCE CORNER, 20.7 FEET WEST OF A METAL WITNESS
 JW0497'SIGN, 2 FEET SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 JW0497'PROJECTING 2-INCHES AND IS ABOUT LEVEL WITH THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0388 ***********************************************************************
 MB0388  DESIGNATION -  CFO
 MB0388  PID         -  MB0388
 MB0388  STATE/COUNTY-  PA/MERCER
 MB0388  USGS QUAD   -  GREENFIELD (1970)
 MB0388
 MB0388                         *CURRENT SURVEY CONTROL
 MB0388  ___________________________________________________________________
 MB0388* NAD 83(1986)-  41 11 10.     (N)    080 19 31.     (W)     SCALED    
 MB0388* NAVD 88     -       345.884  (meters)    1134.79   (feet)  ADJUSTED  
 MB0388  ___________________________________________________________________
 MB0388  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 MB0388  DYNAMIC HT  -         345.728 (meters)    1134.28  (feet)  COMP
 MB0388  MODELED GRAV-     980,162.7   (mgal)                       NAVD 88
 MB0388
 MB0388  VERT ORDER  -  SECOND    CLASS 0
 MB0388
 MB0388.The horizontal coordinates were scaled from a topographic map and have
 MB0388.an estimated accuracy of +/- 6 seconds.
 MB0388
 MB0388.The orthometric height was determined by differential leveling
 MB0388.and adjusted by the National Geodetic Survey in June 1991..
 MB0388
 MB0388.The geoid height was determined by GEOID03.
 MB0388
 MB0388.The dynamic height is computed by dividing the NAVD 88
 MB0388.geopotential number by the normal gravity value computed on the
 MB0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0388.degrees latitude (g = 980.6199 gals.).
 MB0388
 MB0388.The modeled gravity was interpolated from observed gravity values.
 MB0388
 MB0388;                    North         East    Units  Estimated Accuracy
 MB0388;SPC PA N     -   116,430.      383,980.      MT  (+/- 180 meters Scaled)
 MB0388
 MB0388                          SUPERSEDED SURVEY CONTROL
 MB0388
 MB0388  NGVD 29 (??/??/92)  346.041  (m)         1135.30   (f) ADJ UNCH    2 0
 MB0388
 MB0388.Superseded values are not recommended for survey control.
 MB0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0388.See file dsdata.txt to determine how the superseded data were derived.
 MB0388
 MB0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF565596(NAD 83)
 MB0388_MARKER: DB = BENCH MARK DISK
 MB0388_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0388_SP_SET: BRIDGE
 MB0388_STAMPING: CFO 1958
 MB0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0388
 MB0388  HISTORY     - Date     Condition        Report By
 MB0388  HISTORY     - 1958     MONUMENTED       CGS
 MB0388
 MB0388                          STATION DESCRIPTION
 MB0388
 MB0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MB0388'3 MI SE FROM GREENFIELD.
 MB0388'ABOUT 0.55 MILE SOUTH FROM THE CROSSROAD IN GREENFIELD, THENCE
 MB0388'EAST ON A GRAVELED ROAD 1.2 MILES, THENCE SOUTHEAST ON A GRAVELED
 MB0388'ROAD 1.2 MILES.  IN THE SOUTH END OF THE EAST CONCRETE HEADWALL
 MB0388'OF A BRIDGE, 31.5 FEET SOUTHEAST OF CENTER OF THE ROAD AND
 MB0388'ABOUT 140 FEET NORTH OF A CROSSROAD.  A PENNSYLVANIA DEPARTMENT
 MB0388'OF HIGHWAYS BRONZE DISK EMBED IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0396 ***********************************************************************
 MB0396  DESIGNATION -  CFO 1
 MB0396  PID         -  MB0396
 MB0396  STATE/COUNTY-  PA/MERCER
 MB0396  USGS QUAD   -  SHARON EAST (1981)
 MB0396
 MB0396                         *CURRENT SURVEY CONTROL
 MB0396  ___________________________________________________________________
 MB0396* NAD 83(1986)-  41 11 31.     (N)    080 23 24.     (W)     SCALED    
 MB0396* NAVD 88     -       326.036  (meters)    1069.67   (feet)  ADJUSTED  
 MB0396  ___________________________________________________________________
 MB0396  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 MB0396  DYNAMIC HT  -         325.889 (meters)    1069.19  (feet)  COMP
 MB0396  MODELED GRAV-     980,165.4   (mgal)                       NAVD 88
 MB0396
 MB0396  VERT ORDER  -  SECOND    CLASS 0
 MB0396
 MB0396.The horizontal coordinates were scaled from a topographic map and have
 MB0396.an estimated accuracy of +/- 6 seconds.
 MB0396
 MB0396.The orthometric height was determined by differential leveling
 MB0396.and adjusted by the National Geodetic Survey in June 1991..
 MB0396
 MB0396.The geoid height was determined by GEOID03.
 MB0396
 MB0396.The dynamic height is computed by dividing the NAVD 88
 MB0396.geopotential number by the normal gravity value computed on the
 MB0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0396.degrees latitude (g = 980.6199 gals.).
 MB0396
 MB0396.The modeled gravity was interpolated from observed gravity values.
 MB0396
 MB0396;                    North         East    Units  Estimated Accuracy
 MB0396;SPC PA N     -   117,240.      378,570.      MT  (+/- 180 meters Scaled)
 MB0396
 MB0396                          SUPERSEDED SURVEY CONTROL
 MB0396
 MB0396  NGVD 29 (??/??/92)  326.196  (m)         1070.19   (f) ADJ UNCH    2 0
 MB0396
 MB0396.Superseded values are not recommended for survey control.
 MB0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0396.See file dsdata.txt to determine how the superseded data were derived.
 MB0396
 MB0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF511602(NAD 83)
 MB0396_MARKER: DB = BENCH MARK DISK
 MB0396_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0396_SP_SET: ABUTMENT
 MB0396_STAMPING: CFO 1 1958
 MB0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0396
 MB0396  HISTORY     - Date     Condition        Report By
 MB0396  HISTORY     - 1958     MONUMENTED       CGS
 MB0396
 MB0396                          STATION DESCRIPTION
 MB0396
 MB0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MB0396'1.6 MI SW FROM GREENFIELD.
 MB0396'ABOUT 1.55 MILES SOUTHWEST ALONG STATE HIGHWAY 318 FROM THE
 MB0396'CROSSROAD IN GREENFIELD, ON THE HIGHEST PART OF THE SOUTHWEST CONCRETE
 MB0396'ABUTMENT OF THE BRIDGE OVER WEST BRANCH LITTLE NESHANNOCK CREEK,
 MB0396'4-INCHES SOUTH OF WEST END OF GUARD RAIL AND 18 FEET SOUTH OF CENTER
 MB0396'OF THE ROAD.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS BRONZE DISK
 MB0396'EMBED IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0408 ***********************************************************************
 MB0408  DESIGNATION -  CFO 2
 MB0408  PID         -  MB0408
 MB0408  STATE/COUNTY-  PA/MERCER
 MB0408  USGS QUAD   -  SHARON EAST (1981)
 MB0408
 MB0408                         *CURRENT SURVEY CONTROL
 MB0408  ___________________________________________________________________
 MB0408* NAD 83(1986)-  41 11 06.     (N)    080 27 19.     (W)     SCALED    
 MB0408* NAVD 88     -       256.263  (meters)     840.76   (feet)  ADJUSTED  
 MB0408  ___________________________________________________________________
 MB0408  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 MB0408  DYNAMIC HT  -         256.148 (meters)     840.38  (feet)  COMP
 MB0408  MODELED GRAV-     980,170.7   (mgal)                       NAVD 88
 MB0408
 MB0408  VERT ORDER  -  SECOND    CLASS 0
 MB0408
 MB0408.The horizontal coordinates were scaled from a topographic map and have
 MB0408.an estimated accuracy of +/- 6 seconds.
 MB0408
 MB0408.The orthometric height was determined by differential leveling
 MB0408.and adjusted by the National Geodetic Survey in June 1991..
 MB0408
 MB0408.The geoid height was determined by GEOID03.
 MB0408
 MB0408.The dynamic height is computed by dividing the NAVD 88
 MB0408.geopotential number by the normal gravity value computed on the
 MB0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0408.degrees latitude (g = 980.6199 gals.).
 MB0408
 MB0408.The modeled gravity was interpolated from observed gravity values.
 MB0408
 MB0408;                    North         East    Units  Estimated Accuracy
 MB0408;SPC PA N     -   116,630.      373,070.      MT  (+/- 180 meters Scaled)
 MB0408
 MB0408                          SUPERSEDED SURVEY CONTROL
 MB0408
 MB0408  NGVD 29 (??/??/92)  256.428  (m)          841.30   (f) ADJ UNCH    2 0
 MB0408
 MB0408.Superseded values are not recommended for survey control.
 MB0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0408.See file dsdata.txt to determine how the superseded data were derived.
 MB0408
 MB0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF456594(NAD 83)
 MB0408_MARKER: DB = BENCH MARK DISK
 MB0408_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0408_SP_SET: ABUTMENT
 MB0408_STAMPING: CFO 2 1958
 MB0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB0408+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2000
 MB0408
 MB0408  HISTORY     - Date     Condition        Report By
 MB0408  HISTORY     - 1958     MONUMENTED       CGS
 MB0408  HISTORY     - 20000909 GOOD             USPSQD
 MB0408
 MB0408                          STATION DESCRIPTION
 MB0408
 MB0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MB0408'0.8 MI N FROM WEST MIDDLESEX.
 MB0408'ABOUT 0.85 MILE NORTH ALONG STATE HIGHWAY 18 FROM THE CROSSROAD
 MB0408'AT WEST MIDDLESEX.  ON HIGHEST PART OF THE SOUTHEAST ABUTMENT
 MB0408'OF A CONCRETE BRIDGE, 3-INCHES EAST OF EAST HEADWALL, 18.0
 MB0408'FEET EAST OF CENTER OF THE ROAD AND 85.0 FEET SOUTH OF A
 MB0408'T-ROAD NORTH.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS BRONZE
 MB0408'EMBED IN CONCRETE.
 MB0408
 MB0408                          STATION RECOVERY (2000)
 MB0408
 MB0408'RECOVERY NOTE BY US POWER SQUADRON 2000 (WEP)
 MB0408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0410 ***********************************************************************
 MB0410  DESIGNATION -  CFO 3
 MB0410  PID         -  MB0410
 MB0410  STATE/COUNTY-  PA/MERCER
 MB0410  USGS QUAD   -  SHARON EAST (1981)
 MB0410
 MB0410                         *CURRENT SURVEY CONTROL
 MB0410  ___________________________________________________________________
 MB0410* NAD 83(1986)-  41 11 29.     (N)    080 27 58.     (W)     SCALED    
 MB0410* NAVD 88     -       255.538  (meters)     838.38   (feet)  ADJUSTED  
 MB0410  ___________________________________________________________________
 MB0410  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 MB0410  DYNAMIC HT  -         255.424 (meters)     838.00  (feet)  COMP
 MB0410  MODELED GRAV-     980,171.3   (mgal)                       NAVD 88
 MB0410
 MB0410  VERT ORDER  -  SECOND    CLASS 0
 MB0410
 MB0410.The horizontal coordinates were scaled from a topographic map and have
 MB0410.an estimated accuracy of +/- 6 seconds.
 MB0410
 MB0410.The orthometric height was determined by differential leveling
 MB0410.and adjusted by the National Geodetic Survey in June 1991..
 MB0410
 MB0410.The geoid height was determined by GEOID03.
 MB0410
 MB0410.The dynamic height is computed by dividing the NAVD 88
 MB0410.geopotential number by the normal gravity value computed on the
 MB0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0410.degrees latitude (g = 980.6199 gals.).
 MB0410
 MB0410.The modeled gravity was interpolated from observed gravity values.
 MB0410
 MB0410;                    North         East    Units  Estimated Accuracy
 MB0410;SPC PA N     -   117,370.      372,190.      MT  (+/- 180 meters Scaled)
 MB0410
 MB0410                          SUPERSEDED SURVEY CONTROL
 MB0410
 MB0410  NGVD 29 (??/??/92)  255.704  (m)          838.92   (f) ADJ UNCH    2 0
 MB0410
 MB0410.Superseded values are not recommended for survey control.
 MB0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0410.See file dsdata.txt to determine how the superseded data were derived.
 MB0410
 MB0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF447601(NAD 83)
 MB0410_MARKER: DB = BENCH MARK DISK
 MB0410_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0410_SP_SET: BRIDGE
 MB0410_STAMPING: CFO 3 1958
 MB0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0410
 MB0410  HISTORY     - Date     Condition        Report By
 MB0410  HISTORY     - 1958     MONUMENTED       CGS
 MB0410  HISTORY     - 1966     GOOD             NGS
 MB0410
 MB0410                          STATION DESCRIPTION
 MB0410
 MB0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MB0410'1.6 MI NW FROM WEST MIDDLESEX.
 MB0410'ABOUT 0.95 MILE NORTH ON STATE HIGHWAY 18 FROM THE CROSSROAD IN
 MB0410'WEST MIDDLESEX, THENCE NORTHWEST ON A PAVED ROAD 0.7 MILE.  1.5
 MB0410'MILES SOUTHEAST ON A PAVED ROAD FROM THE INTERSECTION OF BROADWAY
 MB0410'AND COUNCIL AVE. IN WHEATLAND.  ON HIGHEST PART OF THE NORTHWEST
 MB0410'ABUTMENT OF A CONCRETE BRIDGE, 4-INCHES NORTH OF THE HEADWALL,
 MB0410'21.0 FEET NORTH OF CENTER OF THE ROAD AND 100 FEET EAST OF
 MB0410'CENTER OF ROAD TO THE DISPOSAL PLANT.  A PENNSYLVANIA DEPARTMENT
 MB0410'OF HIGHWAYS BRONZE DISK EMBED IN CONCRETE.
 MB0410
 MB0410                          STATION RECOVERY (1966)
 MB0410
 MB0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 MB0410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ2022 ***********************************************************************
 LZ2022  DESIGNATION -  CHAMBERLAIN RESET
 LZ2022  PID         -  LZ2022
 LZ2022  STATE/COUNTY-  PA/TIOGA
 LZ2022  USGS QUAD   -  GLEASON (1986)
 LZ2022
 LZ2022                         *CURRENT SURVEY CONTROL
 LZ2022  ___________________________________________________________________
 LZ2022* NAD 83(1992)-  41 44 33.69080(N)    076 57 18.56514(W)     ADJUSTED  
 LZ2022* NAVD 88     -       728.     (meters)    2388.     (feet)  SCALED    
 LZ2022  ___________________________________________________________________
 LZ2022  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 LZ2022  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 LZ2022
 LZ2022  HORZ ORDER  -  THIRD
 LZ2022
 LZ2022.The horizontal coordinates were established by classical geodetic methods
 LZ2022.and adjusted by the National Geodetic Survey in June 2002..
 LZ2022
 LZ2022.The orthometric height was scaled from a topographic map.
 LZ2022
 LZ2022.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ2022
 LZ2022.The geoid height was determined by GEOID03.
 LZ2022
 LZ2022;                    North         East     Units Scale Factor Converg.
 LZ2022;SPC PA N     -   175,329.354   666,115.260   MT  0.99997292   +0 31 33.0
 LZ2022;SPC PA N     -   575,226.39  2,185,413.15   sFT  0.99997292   +0 31 33.0
 LZ2022;UTM  18      - 4,623,055.423   337,424.235   MT  0.99992526   -1 18 07.2
 LZ2022
 LZ2022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ2022!SPC PA N     -   0.99989094  x   0.99997292  =   0.99986386
 LZ2022!UTM  18      -   0.99989094  x   0.99992526  =   0.99981621
 LZ2022
 LZ2022:                Primary Azimuth Mark                     Grid Az
 LZ2022:SPC PA N     -  CANFIELD                                 021 05 50.5
 LZ2022:UTM  18      -  CANFIELD                                 022 55 30.7
 LZ2022
 LZ2022|---------------------------------------------------------------------|
 LZ2022| PID    Reference Object                     Distance      Geod. Az  |
 LZ2022|                                                           dddmmss.s |
 LZ2022| LZ2030 CANFIELD                            APPROX.11.9 KM 0213723.5 |
 LZ2022| CB3816 CHAMBERLAIN RM 1                    189.500 METERS 28643     |
 LZ2022| CB3817 CHAMBERLAIN RM 2                     68.730 METERS 33655     |
 LZ2022|---------------------------------------------------------------------|
 LZ2022
 LZ2022                          SUPERSEDED SURVEY CONTROL
 LZ2022
 LZ2022  NAD 83(1996)-  41 44 33.68968(N)    076 57 18.56564(W) AD(       ) 3
 LZ2022  NAD 83(1986)-  41 44 33.69173(N)    076 57 18.56066(W) AD(       ) 3
 LZ2022  NAD 27      -  41 44 33.42400(N)    076 57 19.69400(W) AD(       ) 3
 LZ2022
 LZ2022.Superseded values are not recommended for survey control.
 LZ2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ2022.See file dsdata.txt to determine how the superseded data were derived.
 LZ2022
 LZ2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM3742423055(NAD 83)
 LZ2022_MARKER: Z = SEE DESCRIPTION
 LZ2022_SETTING: 0 = UNSPECIFIED SETTING
 LZ2022
 LZ2022  HISTORY     - Date     Condition        Report By
 LZ2022  HISTORY     - 1929     MONUMENTED       CGS
 LZ2022
 LZ2022                          STATION DESCRIPTION
 LZ2022
 LZ2022'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 LZ2022'THIS STATION IS IN SULLIVAN TOWNSHIP, ABOUT 3 MILES AIRLINE SE BY S
 LZ2022'OF THE VILLAGE OF MAINESBURG, ON A HIGH, FLAT-TOPPED
 LZ2022'RIDGE, HEAVILY WOODED WITH HARDWOOD TREES.  THE STATION MARK IS ABOUT
 LZ2022'20 FEET N OF A DIM WAGON ROAD.  IT IS IN THE CENTER OF A TRIANGLE
 LZ2022'FORMED BY 3 PITS EACH ABOUT 3 FEET SQUARE AND 1 FOOT DEEP.
 LZ2022'
 LZ2022'STATION IS MARKED BY A STANDARD DISK CEMENTED IN A DRILL HOLE IN A
 LZ2022'PRECAST CONCRETE POST ABOUT 9 INCHES SQUARE, SET FLUSH WITH
 LZ2022'THE SURFACE OF THE GROUND.  THIS DRILL HOLE FORMERLY MARKED THE
 LZ2022'LOCATION OF U.S.G.S.  TRIANGULATION STATION
 LZ2022'CHAMBERLAIN.  THE CONCRETE POST WAS LEFT UNDISTURBED AS ESTABLISHED
 LZ2022'BY THE U.S.G.S.  THERE IS NO UNDERGROUND MARK.
 LZ2022'
 LZ2022'BOTH REFERENCE MARKS ARE IN ROCK OUTCROP.  NO. 1 IS IN AN OPEN FIELD.
 LZ2022'NO. 2 IS IN THE WOODS.  BOTH ARE ABOUT 10 FEET
 LZ2022'BELOW THE LEVEL OF THE STATION.  CLEARED LINES FROM THE STATION TO
 LZ2022'THE REFERENCE MARKS WILL HELP LOCATE THE STATION SITE FOR A
 LZ2022'NUMBER OF YEARS.
 LZ2022'
 LZ2022'TO REACH THE STATION FROM MAINESBURG GO TO THE E EDGE OF THE TOWN ON
 LZ2022'HIGHWAY 6.  JUST AFTER CROSSING A CONCRETE BRIDGE TURN RIGHT
 LZ2022'(S) ON A DIRT ROAD AND FOLLOW IT TO S AND E 2.2 MILES TO A
 LZ2022'T-INTERSECTION, WHICH IS ABOUT 50 YARDS E OF A YELLOW HOUSE
 LZ2022'ON THE N SIDE OF THE ROAD AND ABOUT 200 YARDS W OF A WHITE CHURCH ON
 LZ2022'THE S SIDE OF THE ROAD.  TURN RIGHT (S) AT T-INTERSECTION AND
 LZ2022'FOLLOW ROAD TO SOUTHWARD, THEN TO EASTWARD, THEN BACK TO SOUTHWARD,
 LZ2022'FOR A DISTANCE OF 2.0 MILES TO A ROAD CROSSING ON TOP OF THE
 LZ2022'RIDGE WHICH IS JUST NE OF AN OLD STONE FOUNDATION.  HERE MAKE
 LZ2022'A RIGHT TURN TO THE E AND GO 0.1 MILE ALONG THE RIDGE ROAD.  AT THIS
 LZ2022'POINT A DIM WAGON ROAD CAN BE FOUND LEADING INTO WOODS TO RIGHT.
 LZ2022'TURN RIGHT ON THIS WAGON ROAD AND FOLLOW IT 0.1 MILE TO STATION IN A
 LZ2022'SMALL CLEARING ALONG THE ROAD.
 LZ2022'
 LZ2022'HEIGHT OF SIGNAL ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4676 ***********************************************************************
 JV4676  DESIGNATION -  CHAMBERSBURG HEINZ CO TANK
 JV4676  PID         -  JV4676
 JV4676  STATE/COUNTY-  PA/FRANKLIN
 JV4676  USGS QUAD   -  CHAMBERSBURG (1990)
 JV4676
 JV4676                         *CURRENT SURVEY CONTROL
 JV4676  ___________________________________________________________________
 JV4676* NAD 83(1992)-  39 56 51.38248(N)    077 39 42.06812(W)     ADJUSTED  
 JV4676* NAVD 88     -                                                        
 JV4676  ___________________________________________________________________
 JV4676  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 JV4676  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 JV4676
 JV4676  HORZ ORDER  -  THIRD
 JV4676
 JV4676.The horizontal coordinates were established by classical geodetic methods
 JV4676.and adjusted by the National Geodetic Survey in June 2002..
 JV4676
 JV4676
 JV4676.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4676
 JV4676.The geoid height was determined by GEOID03.
 JV4676
 JV4676;                    North         East     Units Scale Factor Converg.
 JV4676;SPC PA S     -    68,209.427   607,547.251   MT  0.99999780   +0 03 26.3
 JV4676;SPC PA S     -   223,783.76  1,993,261.27   sFT  0.99999780   +0 03 26.3
 JV4676;UTM  18      - 4,425,334.693   272,611.250   MT  1.00023658   -1 42 35.2
 JV4676
 JV4676                          SUPERSEDED SURVEY CONTROL
 JV4676
 JV4676  NAD 83(1995)-  39 56 51.38075(N)    077 39 42.06909(W) AD(       ) 4
 JV4676  NAD 83(1991)-  39 56 51.37973(N)    077 39 42.07317(W) AD(       ) 4
 JV4676  NAD 83(1986)-  39 56 51.38072(N)    077 39 42.07476(W) AD(       ) 4
 JV4676  NAD 27      -  39 56 51.05500(N)    077 39 43.11200(W) AD(       ) 3
 JV4676
 JV4676.Superseded values are not recommended for survey control.
 JV4676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4676.See file dsdata.txt to determine how the superseded data were derived.
 JV4676
 JV4676_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK7261125335(NAD 83)
 JV4676_MARKER: 51 = TANK
 JV4676
 JV4676  HISTORY     - Date     Condition        Report By
 JV4676  HISTORY     - 1935     FIRST OBSERVED   CGS
 JV4676  HISTORY     - 20060719 MARK NOT FOUND   GEOCAC
 JV4676
 JV4676                          STATION DESCRIPTION
 JV4676
 JV4676'DESCRIBED BY GEOCACHING 2006 (EK)
 JV4676'TANK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4678 ***********************************************************************
 JV4678  DESIGNATION -  CHAMBERSBURG PRESB CH SPIRE
 JV4678  PID         -  JV4678
 JV4678  STATE/COUNTY-  PA/FRANKLIN
 JV4678  USGS QUAD   -  CHAMBERSBURG (1990)
 JV4678
 JV4678                         *CURRENT SURVEY CONTROL
 JV4678  ___________________________________________________________________
 JV4678* NAD 83(1992)-  39 56 14.76801(N)    077 39 41.93736(W)     ADJUSTED  
 JV4678* NAVD 88     -                                                        
 JV4678  ___________________________________________________________________
 JV4678  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 JV4678  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 JV4678
 JV4678  HORZ ORDER  -  THIRD
 JV4678
 JV4678.The horizontal coordinates were established by classical geodetic methods
 JV4678.and adjusted by the National Geodetic Survey in June 2002..
 JV4678
 JV4678
 JV4678.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4678
 JV4678.The geoid height was determined by GEOID03.
 JV4678
 JV4678;                    North         East     Units Scale Factor Converg.
 JV4678;SPC PA S     -    67,080.145   607,551.485   MT  0.99999936   +0 03 26.4
 JV4678;SPC PA S     -   220,078.78  1,993,275.16   sFT  0.99999936   +0 03 26.4
 JV4678;UTM  18      - 4,424,205.549   272,580.656   MT  1.00023675   -1 42 33.8
 JV4678
 JV4678                          SUPERSEDED SURVEY CONTROL
 JV4678
 JV4678  NAD 83(1995)-  39 56 14.76607(N)    077 39 41.93833(W) AD(       ) 4
 JV4678  NAD 83(1991)-  39 56 14.76614(N)    077 39 41.94177(W) AD(       ) 4
 JV4678  NAD 83(1986)-  39 56 14.76587(N)    077 39 41.94413(W) AD(       ) 4
 JV4678  NAD 27      -  39 56 14.44100(N)    077 39 42.98300(W) AD(       ) 3
 JV4678
 JV4678.Superseded values are not recommended for survey control.
 JV4678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4678.See file dsdata.txt to determine how the superseded data were derived.
 JV4678
 JV4678_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK7258124206(NAD 83)
 JV4678_MARKER: 90 = CHURCH SPIRE
 JV4678
 JV4678  HISTORY     - Date     Condition        Report By
 JV4678  HISTORY     - 1935     FIRST OBSERVED   CGS
 JV4678  HISTORY     - 1960     GOOD             CGS
 JV4678  HISTORY     - 20050823 GOOD             GEOCAC
 JV4678
 JV4678                          STATION DESCRIPTION
 JV4678
 JV4678'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 JV4678'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 JV4678
 JV4678                          STATION RECOVERY (2005)
 JV4678
 JV4678'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 JV4678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV7089 ***********************************************************************
 KV7089  DESIGNATION -  CHAMPLOST
 KV7089  PID         -  KV7089
 KV7089  STATE/COUNTY-  PA/PHILADELPHIA
 KV7089  USGS QUAD   -  GERMANTOWN (1997)
 KV7089
 KV7089                         *CURRENT SURVEY CONTROL
 KV7089  ___________________________________________________________________
 KV7089* NAD 83(1996)-  40 02 41.95315(N)    075 08 35.67882(W)     ADJUSTED  
 KV7089* NAVD 88     -        65.0    (meters)     213.     (feet)  GPS OBS   
 KV7089  ___________________________________________________________________
 KV7089  X           -   1,253,689.202 (meters)                     COMP
 KV7089  Y           -  -4,726,062.420 (meters)                     COMP
 KV7089  Z           -   4,081,831.297 (meters)                     COMP
 KV7089  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 KV7089  ELLIP HEIGHT-          31.85  (meters)          (08/10/01) GPS OBS
 KV7089  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KV7089
 KV7089  HORZ ORDER  -  FIRST
 KV7089  ELLP ORDER  -  FOURTH    CLASS II
 KV7089
 KV7089.The horizontal coordinates were established by GPS observations
 KV7089.and adjusted by the National Geodetic Survey in May 1999..
 KV7089
 KV7089.The orthometric height was determined by GPS observations and a
 KV7089.high-resolution geoid model.
 KV7089
 KV7089.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7089
 KV7089.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7089
 KV7089.The ellipsoidal height was determined by GPS observations
 KV7089.and is referenced to NAD 83.
 KV7089
 KV7089.The geoid height was determined by GEOID03.
 KV7089
 KV7089;                    North         East     Units Scale Factor Converg.
 KV7089;SPC PA S     -    82,301.081   822,419.022   MT  0.99998442   +1 41 28.5
 KV7089;SPC PA S     -   270,016.13  2,698,219.74   sFT  0.99998442   +1 41 28.5
 KV7089;SPC NJ       -   134,707.277    95,112.256   MT  0.99993708   -0 24 49.9
 KV7089;SPC NJ       -   441,952.12    312,047.46   sFT  0.99993708   -0 24 49.9
 KV7089;UTM  18      - 4,432,760.181   487,780.751   MT  0.99960184   -0 05 31.8
 KV7089
 KV7089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7089!SPC PA S     -   0.99999500  x   0.99998442  =   0.99997942
 KV7089!SPC NJ       -   0.99999500  x   0.99993708  =   0.99993208
 KV7089!UTM  18      -   0.99999500  x   0.99960184  =   0.99959685
 KV7089
 KV7089                          SUPERSEDED SURVEY CONTROL
 KV7089
 KV7089  NAD 83(1992)-  40 02 41.95268(N)    075 08 35.67902(W) AD(       ) 1
 KV7089  ELLIP H (06/28/94)   31.80   (m)                       GP(       ) 4 1
 KV7089
 KV7089.Superseded values are not recommended for survey control.
 KV7089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7089.See file dsdata.txt to determine how the superseded data were derived.
 KV7089
 KV7089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8778132760(NAD 83)
 KV7089_MARKER: DD = SURVEY DISK
 KV7089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7089_SP_SET: CONCRETE POST
 KV7089_STAMPING: CHAMPLOST 1993
 KV7089_MARK LOGO: PA6540
 KV7089_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7089+STABILITY: SURFACE MOTION
 KV7089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7089+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV7089
 KV7089  HISTORY     - Date     Condition        Report By
 KV7089  HISTORY     - 1993     MONUMENTED       PA6540
 KV7089
 KV7089                          STATION DESCRIPTION
 KV7089
 KV7089'DESCRIBED BY CITY OF PHILADELPHIA PENNSYLVANIA 1993
 KV7089'THE STATION IS LOCATED IN THE 49TH WARD OF THE CITY OF PHILADELPHIA,ON
 KV7089'THE EAST SIDE OF NORTH BROAD STREET, JUST NORTH OF THE INTERSECTION
 KV7089'OF NORTH BROAD STREET AND CHAMPLOST AVENUE. THE STATION IS 197.12 FT
 KV7089'(60.08 M) NORTH OF THE NORTH CURB LINE OF CHAMPLOST AVENUE, AND 5.50
 KV7089'FT (1.68 M) EAST OF THE EAST CURB LINE OF NORTH BROAD STREET, AND IS
 KV7089'0.3 FT (0.1 M) BELOW THE GRASS SURFACE. THE MARK IS A CITY OF
 KV7089'PHILADELPHIA HORIZONTAL CONTROL NETWORK BRASS DISC STAMPED CHAMPLOST
 KV7089'1993.
 KV7089'TO REACH THE STATION FROM CITY HALL IN CENTER CITY PHILADELPHIA, GO
 KV7089'NORTH ON NORTH BROAD STREET FOR 6.4 MI (10.3 KM) TO CHAMPLOST AVENUE
 KV7089'AND THE STATION ON THE RIGHT, JUST NORTH OF THE INTERSECTION. THE
 KV7089'STATION IS 30.25 FT (9.22 M) NORTH OF A LIGHT STANDARD, AND 10.15 FT
 KV7089'(3.09 M) SOUTH OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV6156 ***********************************************************************
 JV6156  CBN         -  This is a Cooperative Base Network Control Station.
 JV6156  DESIGNATION -  CHAMPORT
 JV6156  PID         -  JV6156
 JV6156  STATE/COUNTY-  PA/FRANKLIN
 JV6156  USGS QUAD   -  CHAMBERSBURG (1990)
 JV6156
 JV6156                         *CURRENT SURVEY CONTROL
 JV6156  ___________________________________________________________________
 JV6156* NAD 83(1992)-  39 58 17.34130(N)    077 38 45.00845(W)     ADJUSTED  
 JV6156* NAVD 88     -       208.70   (meters)     684.7    (feet)  LEVELING  
 JV6156  ___________________________________________________________________
 JV6156  X           -   1,047,277.961 (meters)                     COMP
 JV6156  Y           -  -4,781,528.897 (meters)                     COMP
 JV6156  Z           -   4,075,671.551 (meters)                     COMP
 JV6156  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 JV6156  ELLIP HEIGHT-         174.35  (meters)          (03/28/01) GPS OBS
 JV6156  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 JV6156
 JV6156  HORZ ORDER  -  B
 JV6156  VERT ORDER  -  THIRD
 JV6156  ELLP ORDER  -  THIRD     CLASS II
 JV6156
 JV6156.The horizontal coordinates were established by GPS observations
 JV6156.and adjusted by the National Geodetic Survey in July 1994..
 JV6156
 JV6156.The orthometric height was determined by differential leveling.
 JV6156.The vertical network tie was performed by a horz. field party for horz.
 JV6156.obs reductions. Reset procedures were used to establish the elevation.
 JV6156
 JV6156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JV6156
 JV6156.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV6156
 JV6156.The ellipsoidal height was determined by GPS observations
 JV6156.and is referenced to NAD 83.
 JV6156
 JV6156.The geoid height was determined by GEOID03.
 JV6156
 JV6156;                    North         East     Units Scale Factor Converg.
 JV6156;SPC PA S     -    70,862.096   608,898.639   MT  0.99999425   +0 04 03.3
 JV6156;SPC PA S     -   232,486.73  1,997,694.95   sFT  0.99999425   +0 04 03.3
 JV6156;UTM  18      - 4,427,945.035   274,044.154   MT  1.00022858   -1 42 01.5
 JV6156
 JV6156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV6156!SPC PA S     -   0.99997265  x   0.99999425  =   0.99996690
 JV6156!UTM  18      -   0.99997265  x   1.00022858  =   1.00020122
 JV6156
 JV6156:                Primary Azimuth Mark                     Grid Az
 JV6156:SPC PA S     -  CHAMPORT AZ MK                           048 33 53.3
 JV6156:UTM  18      -  CHAMPORT AZ MK                           050 19 58.1
 JV6156
 JV6156|---------------------------------------------------------------------|
 JV6156| PID    Reference Object                     Distance      Geod. Az  |
 JV6156|                                                           dddmmss.s |
 JV6156| JV6157 CHAMPORT AZ MK                      APPROX. 0.6 KM 0483756.6 |
 JV6156|---------------------------------------------------------------------|
 JV6156
 JV6156                          SUPERSEDED SURVEY CONTROL
 JV6156
 JV6156  ELLIP H (07/25/94)  174.31   (m)                       GP(       ) 4 1
 JV6156  NAD 83(1991)-  39 58 17.34532(N)    077 38 45.01993(W) AD(       ) 3
 JV6156  ELLIP H (01/27/92)  174.10   (m)                       GP(       ) 4 1
 JV6156  NAD 83(1986)-  39 58 17.34364(N)    077 38 45.02023(W) AD(       ) 3
 JV6156  NGVD 29 (09/11/89)  208.5    (m)          684.     (f) GPS OBS        
 JV6156
 JV6156.Superseded values are not recommended for survey control.
 JV6156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV6156.See file dsdata.txt to determine how the superseded data were derived.
 JV6156
 JV6156_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK7404427945(NAD 83)
 JV6156_MARKER: I = METAL ROD
 JV6156_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JV6156_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JV6156_STAMPING: CHAMPORT 1988
 JV6156_MARK LOGO: NGS   
 JV6156_PROJECTION: FLUSH
 JV6156_MAGNETIC: P = MARKER IS A STEEL PIPE
 JV6156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV6156+STABILITY: POSITION/ELEVATION WELL
 JV6156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV6156+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2006
 JV6156_ROD/PIPE-DEPTH: 9.80 meters
 JV6156_SLEEVE-DEPTH  : 1.00 meters
 JV6156
 JV6156  HISTORY     - Date     Condition        Report By
 JV6156  HISTORY     - 1988     MONUMENTED       NGS
 JV6156  HISTORY     - 19890201 GOOD
 JV6156  HISTORY     - 19931110 GOOD             NGS
 JV6156  HISTORY     - 19971001 GOOD             JUNK
 JV6156  HISTORY     - 19991216 GOOD             NGS
 JV6156  HISTORY     - 20000413 GOOD             PADT
 JV6156  HISTORY     - 20060719 GOOD             GEOCAC
 JV6156
 JV6156                          STATION DESCRIPTION
 JV6156
 JV6156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 JV6156'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) NORTH OF CHAMBERSBURG,
 JV6156'AT THE CHAMBERSBURG MUNICIPAL AIRPORT, IN THE NORTH ANGLE OF THE
 JV6156'JUNCTION OF THE SINGLE ASPHALT RUNWAY AND THE MAIN CONNECTING TAXIWAY.
 JV6156'OWNERSHIP--BOROUGH OF CHAMBERSBURG, C/O AIRPORT MANAGER RICHARD
 JV6156'MACKEY, 100 SOUTH 2ND STREET, CHAMBERSBURG PA 17201.  PHONE
 JV6156'717-264-3611.
 JV6156'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 11 AND 30 IN
 JV6156'CHAMBERSBURG, GO NORTHEAST FOR 2.9 KM (1.80 MI) ON HIGHWAY 11 TO A
 JV6156'PAVED SIDE ROAD ON THE LEFT.  TURN LEFT AND GO NORTHWEST FOR 0.6 KM
 JV6156'(0.35 MI) ON SILOAM ROAD TO A FORK.  BEAR RIGHT AND GO NORTHEAST FOR
 JV6156'1.4 KM (0.85 MI) ON AIRPORT ROAD TO A PAVED SIDE ROAD ON THE RIGHT.
 JV6156'TURN RIGHT AND GO SOUTHEAST FOR 0.1 KM (0.05 MI) ON THE AIRPORT
 JV6156'ENTRANCE ROAD TO A LOCKED GATE AND AIRPORT OFFICE.  PASS THROUGH THE
 JV6156'GATE AND GO SOUTHEAST FOR 0.1 KM (0.05 MI) ON THE RAMP AND MAIN
 JV6156'CONNECTING TAXIWAY TO THE STATION ON THE LEFT JUST BEFORE REACHING THE
 JV6156'RUNWAY.
 JV6156'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 10 CM
 JV6156'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 9.8 METERS IN A GREASE
 JV6156'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 JV6156'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 JV6156'24.8 M (81.4 FT) NORTHWEST FROM THE CENTER OF THE RUNWAY, 17.4 M
 JV6156'(57.1 FT) NORTHEAST FROM THE CENTER OF THE MAIN CONNECTING TAXIWAY,
 JV6156'AND 11.5 M (37.7 FT) EAST FROM THE EAST CORNER OF A 0.6 BY 0.9 METER
 JV6156'IRON GRATE DRAIN COVER.
 JV6156'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 JV6156
 JV6156                          STATION RECOVERY (1989)
 JV6156
 JV6156'RECOVERED 1989
 JV6156'RECOVERED IN GOOD CONDITION.
 JV6156
 JV6156                          STATION RECOVERY (1993)
 JV6156
 JV6156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JV6156'RECOVERED IN GOOD CONDITION.
 JV6156
 JV6156                          STATION RECOVERY (1997)
 JV6156
 JV6156'RECOVERY NOTE BY C W JUNKINS ASSOCIATES INCORPORATED 1997
 JV6156'RECOVERED AS DESCRIBED.
 JV6156
 JV6156                          STATION RECOVERY (1999)
 JV6156
 JV6156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (BL)
 JV6156'GOOD.
 JV6156
 JV6156                          STATION RECOVERY (2000)
 JV6156
 JV6156'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (MJB)
 JV6156'OWNERSHIP IS THE BOROUGH OF CHAMBERSBURG, C/O AIRPORT MANAGER,
 JV6156'3506 AIRPORT ROAD, CHAMBERSBURG, PA 17201, (717) 264-1111 OR
 JV6156'1-800-526-3497.
 JV6156' 
 JV6156' 
 JV6156' 
 JV6156'
 JV6156
 JV6156                          STATION RECOVERY (2006)
 JV6156
 JV6156'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV6156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV6157 ***********************************************************************
 JV6157  DESIGNATION -  CHAMPORT AZ MK
 JV6157  PID         -  JV6157
 JV6157  STATE/COUNTY-  PA/FRANKLIN
 JV6157  USGS QUAD   -  CHAMBERSBURG (1990)
 JV6157
 JV6157                         *CURRENT SURVEY CONTROL
 JV6157  ___________________________________________________________________
 JV6157* NAD 83(1992)-  39 58 30.36318(N)    077 38 25.78750(W)     ADJUSTED  
 JV6157* NAVD 88     -       208.8    (meters)     685.     (feet)  VERTCON   
 JV6157  ___________________________________________________________________
 JV6157  X           -   1,047,668.372 (meters)                     COMP
 JV6157  Y           -  -4,781,179.575 (meters)                     COMP
 JV6157  Z           -   4,075,979.636 (meters)                     COMP
 JV6157  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 JV6157  ELLIP HEIGHT-         174.80  (meters)          (06/21/02) GPS OBS
 JV6157  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 JV6157
 JV6157  HORZ ORDER  -  THIRD
 JV6157  ELLP ORDER  -  FOURTH    CLASS I
 JV6157
 JV6157.The horizontal coordinates were established by GPS observations
 JV6157.and adjusted by the National Geodetic Survey in June 2002..
 JV6157
 JV6157.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV6157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV6157
 JV6157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JV6157
 JV6157.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV6157
 JV6157.The ellipsoidal height was determined by GPS observations
 JV6157.and is referenced to NAD 83.
 JV6157
 JV6157.The geoid height was determined by GEOID03.
 JV6157
 JV6157;                    North         East     Units Scale Factor Converg.
 JV6157;SPC PA S     -    71,264.277   609,354.258   MT  0.99999373   +0 04 15.8
 JV6157;SPC PA S     -   233,806.22  1,999,189.76   sFT  0.99999373   +0 04 15.8
 JV6157;UTM  18      - 4,428,333.056   274,512.074   MT  1.00022598   -1 41 49.6
 JV6157
 JV6157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV6157!SPC PA S     -   0.99997258  x   0.99999373  =   0.99996631
 JV6157!UTM  18      -   0.99997258  x   1.00022598  =   1.00019855
 JV6157
 JV6157:                Primary Azimuth Mark                     Grid Az
 JV6157:SPC PA S     -  CHAMPORT                                 228 33 53.2
 JV6157:UTM  18      -  CHAMPORT                                 230 19 58.6
 JV6157
 JV6157|---------------------------------------------------------------------|
 JV6157| PID    Reference Object                     Distance      Geod. Az  |
 JV6157|                                                           dddmmss.s |
 JV6157| JV6156 CHAMPORT                            APPROX. 0.6 KM 2283809.0 |
 JV6157|---------------------------------------------------------------------|
 JV6157
 JV6157                          SUPERSEDED SURVEY CONTROL
 JV6157
 JV6157  NAD 83(1995)-  39 58 30.36323(N)    077 38 25.78759(W) AD(       ) 3
 JV6157  NAD 83(1991)-  39 58 30.36705(N)    077 38 25.79849(W) AD(       ) 3
 JV6157  ELLIP H (01/27/92)  174.55   (m)                       GP(       ) 4 1
 JV6157  NAD 83(1986)-  39 58 30.36547(N)    077 38 25.79892(W) AD(       ) 3
 JV6157  NGVD 29 (09/11/89)  209.0    (m)          686.     (f) GPS OBS        
 JV6157
 JV6157.Superseded values are not recommended for survey control.
 JV6157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV6157.See file dsdata.txt to determine how the superseded data were derived.
 JV6157
 JV6157_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK7451228333(NAD 83)
 JV6157_MARKER: I = METAL ROD
 JV6157_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JV6157_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JV6157_STAMPING: CHAMPORT AZ MK 1988
 JV6157_MARK LOGO: NGS   
 JV6157_PROJECTION: FLUSH
 JV6157_MAGNETIC: I = MARKER IS A STEEL ROD
 JV6157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV6157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV6157+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2006
 JV6157_ROD/PIPE-DEPTH: 3.8  meters
 JV6157_SLEEVE-DEPTH  : 0.6 meters
 JV6157
 JV6157  HISTORY     - Date     Condition        Report By
 JV6157  HISTORY     - 1988     MONUMENTED       NGS
 JV6157  HISTORY     - 19890203 GOOD
 JV6157  HISTORY     - 19931110 GOOD             NGS
 JV6157  HISTORY     - 20060719 GOOD             GEOCAC
 JV6157
 JV6157                          STATION DESCRIPTION
 JV6157
 JV6157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 JV6157'THE STATION IS LOCATED ABOUT 4.5 KM (2.80 MI) NORTH OF CHAMBERSBURG,
 JV6157'AT THE CHAMBERSBURG MUNICIPAL AIRPORT, IN THE WEST ANGLE OF THE SINGLE
 JV6157'ASPHALT RUNWAY AND AN ASPHALT AIRPLANE TURN-AROUND ABOUT 0.2 KM
 JV6157'(0.10 MI) SOUTHWEST OF THE NORTHEAST END OF THE RUNWAY.
 JV6157'OWNERSHIP--BOROUGH OF CHAMBERSBURG, C/O AIRPORT MANAGER RICHARD
 JV6157'MACKEY, 100 SOUTH 2ND STREET, CHAMBERSBURG PA 17201.  PHONE
 JV6157'717-264-3611.
 JV6157'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 11 AND 30 IN
 JV6157'CHAMBERSBURG, GO NORTHEAST FOR 2.9 KM (1.80 MI) ON HIGHWAY 11 TO A
 JV6157'PAVED SIDE ROAD ON THE LEFT.  TURN LEFT AND GO NORTHWEST FOR 0.6 KM
 JV6157'(0.35 MI) ON SILOAM ROAD TO A FORK.  BEAR RIGHT AND GO NORTHEAST FOR
 JV6157'1.4 KM (0.85 MI) ON AIRPORT ROAD TO A PAVED SIDE ROAD ON THE RIGHT.
 JV6157'TURN RIGHT AND GO SOUTHEAST FOR 0.1 KM (0.05 MI) ON THE AIRPORT
 JV6157'ENTRANCE ROAD TO A LOCKED GATE AND AIRPORT OFFICE.  PASS THROUGH THE
 JV6157'GATE AND GO SOUTHEAST FOR 0.1 KM (0.05 MI) ON THE RAMP AND MAIN
 JV6157'CONNECTING TAXIWAY TO THE RUNWAY.  TURN LEFT AND GO NORTHEAST FOR 0.6
 JV6157'KM (0.35 MI) ON THE RUNWAY TO THE STATION ON THE LEFT JUST BEFORE
 JV6157'REACHING THE SOUTHWEST ONE OF TWO PAVED TURN-AROUNDS.
 JV6157'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 JV6157'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 3.8 METERS IN A GREASE
 JV6157'FILLED SLEEVE EXTENDING TO A DEPTH OF 0.6 METER ENCASED IN A PVC PIPE
 JV6157'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 JV6157'19.7 M (64.6 FT) NORTHWEST FROM THE CENTER OF THE RUNWAY, 17.8 M
 JV6157'(58.4 FT) SOUTH-SOUTHWEST FROM THE WEST CORNER OF THE TURN-AROUND, AND
 JV6157'11.0 M (36.1 FT) NORTH-NORTHEAST FROM THE FIRST WHITE RUNWAY LIGHT ON
 JV6157'THE NORTHWEST SIDE OF THE RUNWAY SOUTHWEST OF THE TURN-AROUND.
 JV6157'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 JV6157
 JV6157                          STATION RECOVERY (1989)
 JV6157
 JV6157'RECOVERED 1989
 JV6157'RECOVERED IN GOOD CONDITION.
 JV6157
 JV6157                          STATION RECOVERY (1993)
 JV6157
 JV6157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JV6157'RECOVERED IN GOOD CONDITION.
 JV6157
 JV6157                          STATION RECOVERY (2006)
 JV6157
 JV6157'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV6157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4840 ***********************************************************************
 JV4840  DESIGNATION -  CHANNELL
 JV4840  PID         -  JV4840
 JV4840  STATE/COUNTY-  PA/YORK
 JV4840  USGS QUAD   -  AIRVILLE (1992)
 JV4840
 JV4840                         *CURRENT SURVEY CONTROL
 JV4840  ___________________________________________________________________
 JV4840* NAD 83(1992)-  39 45 20.58550(N)    076 28 44.67090(W)     ADJUSTED  
 JV4840* NAVD 88     -       248.02   (+/-2cm)     813.7    (feet)  VERTCON   
 JV4840  ___________________________________________________________________
 JV4840  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 JV4840  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JV4840
 JV4840  HORZ ORDER  -  FIRST
 JV4840  VERT ORDER  -  THIRD ? (See Below)
 JV4840
 JV4840.The horizontal coordinates were established by classical geodetic methods
 JV4840.and adjusted by the National Geodetic Survey in June 2002..
 JV4840
 JV4840.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV4840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV4840.The vertical order pertains to the NGVD 29 superseded value.
 JV4840
 JV4840.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4840
 JV4840.The geoid height was determined by GEOID03.
 JV4840
 JV4840;                    North         East     Units Scale Factor Converg.
 JV4840;SPC PA S     -    47,683.410   708,914.692   MT  1.00003252   +0 49 28.4
 JV4840;SPC PA S     -   156,441.32  2,325,830.95   sFT  1.00003252   +0 49 28.4
 JV4840;SPC MD       -   232,035.084   444,644.666   MT  1.00006780   +0 19 37.0
 JV4840;SPC MD       -   761,268.44  1,458,805.04   sFT  1.00006780   +0 19 37.0
 JV4840;UTM  18      - 4,401,690.908   373,295.247   MT  0.99979765   -0 56 45.7
 JV4840
 JV4840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4840!SPC PA S     -   0.99996621  x   1.00003252  =   0.99999872
 JV4840!SPC MD       -   0.99996621  x   1.00006780  =   1.00003400
 JV4840!UTM  18      -   0.99996621  x   0.99979765  =   0.99976386
 JV4840
 JV4840|---------------------------------------------------------------------|
 JV4840| PID    Reference Object                     Distance      Geod. Az  |
 JV4840|                                                           dddmmss.s |
 JV4840| CB1066 CHANNELL RM 1                        30.285 METERS 15510     |
 JV4840| JV6074 STEWARTSTOWN WATER TANK             APPROX. 9.7 KM 2705550.0 |
 JV4840| CB1067 CHANNELL RM 2                        23.637 METERS 29107     |
 JV4840| JV6071 RED LION HIGH SCH SQ CHIMNEY        APPROX.19.2 KM 3254722.9 |
 JV4840| CB1065 CHANNELL AZ MK                                     3585636.5 |
 JV4840|---------------------------------------------------------------------|
 JV4840
 JV4840                          SUPERSEDED SURVEY CONTROL
 JV4840
 JV4840  NAD 83(1991)-  39 45 20.58381(N)    076 28 44.67253(W) AD(       ) 1
 JV4840  NAD 83(1986)-  39 45 20.57771(N)    076 28 44.67389(W) AD(       ) 1
 JV4840  NAD 27      -  39 45 20.20400(N)    076 28 45.80200(W) AD(       ) 1
 JV4840  NGVD 29 (07/19/86)  248.26   (m)          814.5    (f) LEVELING    3  
 JV4840
 JV4840.Superseded values are not recommended for survey control.
 JV4840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4840.See file dsdata.txt to determine how the superseded data were derived.
 JV4840
 JV4840_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK7329501691(NAD 83)
 JV4840_MARKER: DS = TRIANGULATION STATION DISK
 JV4840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV4840
 JV4840  HISTORY     - Date     Condition        Report By
 JV4840  HISTORY     - 1934     MONUMENTED       CGS
 JV4840  HISTORY     - 1947     GOOD             CGS
 JV4840
 JV4840                          STATION DESCRIPTION
 JV4840
 JV4840'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 JV4840'STATION IS LOCATED ON THE PROPERTY OF MR. W.A. CHANNELL, ABOUT 100
 JV4840'YARDS NW OF A HOUSE BELONGING TO MR. CHANNELL, BUT OCCUPIED BY
 JV4840'ANOTHER FAMILY IN A CULTIVATED FIELD, 50 PACES NW OF THE NW CORNER OF
 JV4840'A BARN AND 7.5 METERS ENE OF THE CENTER LINE OF A DIRT ROAD.
 JV4840'THE MARK IS ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND AND IS
 JV4840'STAMPED CHANNELL 1934.
 JV4840'
 JV4840'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JV4840'DISKS SET IN CONCRETE.
 JV4840'
 JV4840'REFERENCE MARK NO. 1 IS 30.286 METERS S OF THE STATION, 2 PACES NW OF
 JV4840'A 4-INCH PEACH TREE AND 2 PACES W OF THE CENTER LINE OF A DIRT
 JV4840'ROAD.  THE MARK PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED
 JV4840'CHANNELL NO. 1 1934.
 JV4840'
 JV4840'REFERENCE MARK NO. 2 IS 23.640 METERS WNW OF THE STATION AND 3 PACES
 JV4840'W OF THE CENTER LINE OF A DIRT ROAD.  THE MARK PROJECTS 2 INCHES
 JV4840'ABOVE THE GROUND AND IS STAMPED CHANNELL NO. 2 1934.
 JV4840'
 JV4840'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE N OF THE STATION, ABOUT HALF
 JV4840'WAY BETWEEN A NEGRO CHURCH AND A NEGRO DWELLING HOUSE, 27 PACES
 JV4840'N OF A 10-INCH LOCUST TREE AND 5 PACES E OF THE CENTER LINE OF A DIRT
 JV4840'ROAD.  THE MARK IS VISIBLE FROM THE GROUND AND IS STAMPED CHANNELL
 JV4840'AZ. MK. 1934.
 JV4840'
 JV4840'TO REACH STATION FROM NEW PARK, GO E ON THE HIGHWAY TO GATCHELVILLE
 JV4840'FOR 2.0 MILES TO MR. CHANNELLS HOUSE, TURN LEFT ON A DIRT ROAD FOR
 JV4840'ABOUT 100 YARDS TO THE STATION.
 JV4840'
 JV4840'A 100-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 JV4840
 JV4840                          STATION RECOVERY (1947)
 JV4840
 JV4840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CRR)
 JV4840'THE STATION WAS RECOVERED AS DESCRIBED, AND ALL THE MARKS WERE FOUND
 JV4840'IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS- THE
 JV4840'STATION IS ABOUT 1 MILE SOUTHWEST OF GATCHELVILLE AND 2.1 MILE
 JV4840'NORTHEAST OF NEWPARK.  IT IS ABOUT 100 YARDS NORTH OF A LARGE YELLOW
 JV4840'FARM HOUSE AND 18 FEET NORTHEAST OF A DIRT ROAD THAT PASSES BY THE
 JV4840'FARM HOUSE.  IT IS 50 YARDS NORTH OF A YELLOW BARN AND 30 FEET FROM
 JV4840'A LONE POWER POLE.  THE MARK IS AN UNDERGROUND MARK AND THE DISK IS
 JV4840'STAMPED CHANNELL 1934.
 JV4840'
 JV4840'REFERENCE MARK NO. 1 IS 99.36 FEET FROM THE STATION.  IT IS 45 FEET
 JV4840'SOUTHWEST OF THE CENTERLINE OF A DIRT ROAD AND 21 FEET WEST OF A
 JV4840'FARM ROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 JV4840'CHANNELL NO 1 1934.
 JV4840'
 JV4840'REFERENCE MARK NO. 2 IS 77.55 FEET FROM THE STATION.  IT IS 19 FEET
 JV4840'NORTHEAST OF THE CENTERLINE OF THE DIRT ROAD.  THE MARK IS FLUSH
 JV4840'WITH THE GROUND AND THE DISK IS STAMPED CHANNELL NO 2 1934.
 JV4840'
 JV4840'THE AZIMUTH MARK IS ABOUT 0.3 MILE NORTH OF THE STATION AND ABOUT
 JV4840'HALF WAY BETWEEN A DWELLING AND A SMALL CHURCH.  IT IS 15 FEET EAST
 JV4840'OF THE CENTERLINE OF THE ROAD THAT PASSES BY THE DWELLING AND THE
 JV4840'CHURCH.  THE MARK IS SET FLUSH AND THE DISK IS STAMPED AZ MK 1934.
 JV4840'
 JV4840'TO REACH- TO REACH THE STATION FROM NEWPARK GO 02.1 MILE NORTHEAST
 JV4840'ALONG ROUTE NO. 23 TO A GROUP OF FARM BUILDINGS ON THE LEFT.  TURN
 JV4840'LEFT HERE AND GO ABOUT 100 YARDS NORTHWEST ON THE DIRT ROAD AND THE
 JV4840'STATION AS DESCRIBED.
 JV4840'
 JV4840'TO REACH THE AZIMUTH FROM NEWPARK GO 02.2 MILE NORTHEAST ALONG ROUTE
 JV4840'NO. 23 TO A CROSSROAD ON THE LEFT.  TURN LEFT AND CONTINUE ALONG
 JV4840'THIS ROAD TO A SMALL DWELLING AND A CHURCH.  THE AZIMUTH IS MIDWAY
 JV4840'BETWEEN THE DWELLING AND THE CHURCH AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1413 ***********************************************************************
 JW1413  DESIGNATION -  CHAPMAN
 JW1413  PID         -  JW1413
 JW1413  STATE/COUNTY-  PA/BEDFORD
 JW1413  USGS QUAD   -  CHANEYSVILLE (1984)
 JW1413
 JW1413                         *CURRENT SURVEY CONTROL
 JW1413  ___________________________________________________________________
 JW1413* NAD 83(1992)-  39 51 46.44060(N)    078 24 23.19483(W)     ADJUSTED  
 JW1413* NAVD 88     -       486.     (meters)    1594.     (feet)  SCALED    
 JW1413  ___________________________________________________________________
 JW1413  LAPLACE CORR-          -5.00  (seconds)                    DEFLEC99
 JW1413  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 JW1413
 JW1413  HORZ ORDER  -  FIRST
 JW1413
 JW1413.The horizontal coordinates were established by classical geodetic methods
 JW1413.and adjusted by the National Geodetic Survey in June 2002..
 JW1413
 JW1413.The orthometric height was scaled from a topographic map.
 JW1413
 JW1413.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1413
 JW1413.The geoid height was determined by GEOID03.
 JW1413
 JW1413;                    North         East     Units Scale Factor Converg.
 JW1413;SPC PA S     -    59,009.215   543,831.709   MT  1.00001176   -0 25 33.2
 JW1413;SPC PA S     -   193,599.40  1,784,221.20   sFT  1.00001176   -0 25 33.2
 JW1413;UTM  17      - 4,415,760.051   721,841.032   MT  1.00020591   +1 39 46.9
 JW1413
 JW1413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1413!SPC PA S     -   0.99992899  x   1.00001176  =   0.99994075
 JW1413!UTM  17      -   0.99992899  x   1.00020591  =   1.00013489
 JW1413
 JW1413|---------------------------------------------------------------------|
 JW1413| PID    Reference Object                     Distance      Geod. Az  |
 JW1413|                                                           dddmmss.s |
 JW1413| JW1414 TT 33 J USGS 1941                    11.325 METERS 02913     |
 JW1413| CK6805 CHAPMAN AZ MK                                      0803736.6 |
 JW1413| CK6806 CHAPMAN RM 2                         33.406 METERS 24547     |
 JW1413|---------------------------------------------------------------------|
 JW1413
 JW1413                          SUPERSEDED SURVEY CONTROL
 JW1413
 JW1413  NAD 83(1995)-  39 51 46.44329(N)    078 24 23.19725(W) AD(       ) 1
 JW1413  NAD 83(1991)-  39 51 46.44429(N)    078 24 23.19843(W) AD(       ) 1
 JW1413  NAD 83(1986)-  39 51 46.44536(N)    078 24 23.20090(W) AD(       ) 1
 JW1413  NAD 27      -  39 51 46.13900(N)    078 24 24.14600(W) AD(       ) 1
 JW1413
 JW1413.Superseded values are not recommended for survey control.
 JW1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1413.See file dsdata.txt to determine how the superseded data were derived.
 JW1413
 JW1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE2184115760(NAD 83)
 JW1413_MARKER: DS = TRIANGULATION STATION DISK
 JW1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1413
 JW1413  HISTORY     - Date     Condition        Report By
 JW1413  HISTORY     - 1941     MONUMENTED       CGS
 JW1413
 JW1413                          STATION DESCRIPTION
 JW1413
 JW1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JW1413'THE STATION IS LOCATED ABOUT 3.75 MILES S OF CLEARVILLE ON STATE
 JW1413'HIGHWAY 26 ON STATE HIGHWAY LAND.  IT IS 20.6 FEET SE OF THE CENTER
 JW1413'OF STATE HIGHWAY 26, ABOUT 200 FEET S OF THE CHAPMAN RUN STORE, 37
 JW1413'FEET S OF U.S.G.S. BENCH MARK AND TRAVERSE STATION TT NO. 33 J.
 JW1413'THE MARK PROJECTS 6 INCHES AND IS STAMPED CHAPMAN 1941.
 JW1413'
 JW1413'SURFACE, UNDERGROUND, REFERENCE MARK NO. 2, AND AZIMUTH MARK ARE
 JW1413'STANDARD BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A,
 JW1413'AND 11A.
 JW1413'
 JW1413'REFERENCE MARK NO. 1 IS THE U.S.G.S. BENCH MARK AND TRAVERSE STATION
 JW1413'TT NO. 33 J, 14 FEET SE OF STATE HIGHWAY 26, 15.6 FEET NW OF THE
 JW1413'CENTER OF A GRADED DIRT ROAD.  IT IS SET IN A 6-INCH SQUARE CONCRETE
 JW1413'POST THAT PROJECTS 4 INCHES AND IS STAMPED USGS TT NO. 33 J 1926.
 JW1413'
 JW1413'REFERENCE MARK NO. 2 IS 20 FEET NW OF THE CENTER OF STATE HIGHWAY 26,
 JW1413'SET ON THE E EDGE OF AN OPEN FIELD.  IT IS STAMPED CHAPMAN NO. 2 1941
 JW1413'AND PROJECTS 3 INCHES.
 JW1413'
 JW1413'THE AZIMUTH MARK IS 16 FEET S OF THE CENTER OF A GRADED DIRT ROAD, AT
 JW1413'THE EDGE OF THE TIMBER LINE.  A 4 BY 4 WHITE WOOD POST IS 3 FEET E
 JW1413'OF THE MARK.  MARK PROJECTS 8 INCHES AND IS STAMPED CHAPMAN 1941.
 JW1413'
 JW1413'TO REACH THE AZIMUTH MARK FROM THE STATION GO NE ON GRADED DIRT ROAD
 JW1413'THAT PASSES TO THE RIGHT OF THE CHAPMAN RUN STORE FOR 0.65 MILE AND
 JW1413'AZIMUTH MARK ON RIGHT.
 JW1413'
 JW1413'TO REACH THE STATION FROM EVERETT GO S ON STATE HIGHWAY 26 FOR 7.9
 JW1413'MILES TO CLEARVILLE, CONTINUE ON STATE HIGHWAY 26 FOR 3.5 MILES TO
 JW1413'THE END OF PAVEMENT, THEN CONTINUE S ON STATE HIGHWAY 26 FOR 0.85
 JW1413'MILE TO STATION ON THE LEFT.
 JW1413'
 JW1413'A 15-FOOT TOWER WILL SEE A 47-FOOT LIGHT AT STATION MARTIN.
 JW1413'
 JW1413'A 77-FOOT TOWER WILL SEE A 37-FOOT LIGHT AT STATION EVERETT
 JW1413'(U.S.G.S.).
 JW1413'
 JW1413'A 4-FOOT STAND WILL SEE A 60-FOOT LIGHT AT STATION PINE RIDGE.
 JW1413'
 JW1413'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1703 ***********************************************************************
 LY1703  DESIGNATION -  CHARITY
 LY1703  PID         -  LY1703
 LY1703  STATE/COUNTY-  PA/LACKAWANNA
 LY1703  USGS QUAD   -  DALTON (1994)
 LY1703
 LY1703                         *CURRENT SURVEY CONTROL
 LY1703  ___________________________________________________________________
 LY1703* NAD 83(1992)-  41 30 03.46583(N)    075 41 05.92723(W)     ADJUSTED  
 LY1703* NAVD 88     -       444.896  (meters)    1459.63   (feet)  ADJUSTED  
 LY1703  ___________________________________________________________________
 LY1703  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 LY1703  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 LY1703  DYNAMIC HT  -         444.722 (meters)    1459.06  (feet)  COMP
 LY1703  MODELED GRAV-     980,217.7   (mgal)                       NAVD 88
 LY1703
 LY1703  HORZ ORDER  -  SECOND
 LY1703  VERT ORDER  -  SECOND    CLASS 0
 LY1703
 LY1703.The horizontal coordinates were established by classical geodetic methods
 LY1703.and adjusted by the National Geodetic Survey in June 2002..
 LY1703
 LY1703.The orthometric height was determined by differential leveling
 LY1703.and adjusted by the National Geodetic Survey in June 1991..
 LY1703
 LY1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY1703
 LY1703.The geoid height was determined by GEOID03.
 LY1703
 LY1703.The dynamic height is computed by dividing the NAVD 88
 LY1703.geopotential number by the normal gravity value computed on the
 LY1703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1703.degrees latitude (g = 980.6199 gals.).
 LY1703
 LY1703.The modeled gravity was interpolated from observed gravity values.
 LY1703
 LY1703;                    North         East     Units Scale Factor Converg.
 LY1703;SPC PA N     -   150,234.353   772,395.129   MT  0.99995790   +1 21 57.9
 LY1703;SPC PA N     -   492,893.87  2,534,099.69   sFT  0.99995790   +1 21 57.9
 LY1703;UTM  18      - 4,594,597.555   442,830.367   MT  0.99964022   -0 27 14.0
 LY1703
 LY1703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY1703!SPC PA N     -   0.99993512  x   0.99995790  =   0.99989302
 LY1703!UTM  18      -   0.99993512  x   0.99964022  =   0.99957536
 LY1703
 LY1703:                Primary Azimuth Mark                     Grid Az
 LY1703:SPC PA N     -  ADELLA                                   037 02 25.9
 LY1703:UTM  18      -  ADELLA                                   038 51 37.8
 LY1703
 LY1703|---------------------------------------------------------------------|
 LY1703| PID    Reference Object                     Distance      Geod. Az  |
 LY1703|                                                           dddmmss.s |
 LY1703| LY2792 ADELLA                              APPROX. 3.3 KM 0382423.8 |
 LY1703| LY1702 CHARITY RM 1                          6.758 METERS 13304     |
 LY1703| LY2734 SCRANTON TV STA WDAU S MAST         APPROX. 9.8 KM 2121812.7 |
 LY1703| LY1704 CHARITY RM 2                          6.876 METERS 30115     |
 LY1703|---------------------------------------------------------------------|
 LY1703
 LY1703                          SUPERSEDED SURVEY CONTROL
 LY1703
 LY1703  NAD 83(1996)-  41 30 03.46472(N)    075 41 05.92856(W) AD(       ) 2
 LY1703  NAD 83(1996)-  41 30 03.46476(N)    075 41 05.92853(W) AD(       ) 2
 LY1703  NAD 83(1986)-  41 30 03.46495(N)    075 41 05.92802(W) AD(       ) 2
 LY1703  NAD 27      -  41 30 03.18680(N)    075 41 07.23950(W) AD(       ) 2
 LY1703  NGVD 29 (??/??/92)  445.109  (m)         1460.33   (f) ADJ UNCH    2 0
 LY1703
 LY1703.Superseded values are not recommended for survey control.
 LY1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1703.See file dsdata.txt to determine how the superseded data were derived.
 LY1703
 LY1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL4283094598(NAD 83)
 LY1703_MARKER: DS = TRIANGULATION STATION DISK
 LY1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1703_STAMPING: CHARITY 1959
 LY1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1703+STABILITY: SURFACE MOTION
 LY1703
 LY1703  HISTORY     - Date     Condition        Report By
 LY1703  HISTORY     - 1959     MONUMENTED       CGS
 LY1703  HISTORY     - 1961     GOOD             NGS
 LY1703  HISTORY     - 1974     SEE DESCRIPTION  NGS
 LY1703  HISTORY     - 1974     GOOD             NGS
 LY1703
 LY1703                          STATION DESCRIPTION
 LY1703
 LY1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY1703'THE STATION IS LOCATED ABOUT 1/2 MILE EAST OF CLARKS GREEN, ABOUT 2
 LY1703'MILES SOUTHEAST OF WAVERLY, ABOUT 450 FEET NORTHWEST OF THE
 LY1703'LOURDESMONT SCHOOL, IN A NORTH AND SOUTH FENCE LINE, ON THE SOUTH
 LY1703'SLOPE OF A LOW HILL AND IS ON THE LOURDESMONT SCHOOL GROUND.
 LY1703'
 LY1703'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 LY1703'HIGHWAY 407, IN THE SOUTHEAST EDGE OF CLARKS SUMMIT, GO NORTHEAST ON
 LY1703'HIGHWAY 407 FOR 0.43 MILE TO AN INTERSECTION, THE ABINGTON ROAD AND
 LY1703'STATE HIGHWAY 407.  TURN RIGHT AND GO SOUTH ON THE ABINGTON ROAD
 LY1703'FOR 0.1 MILE TO THE INTERSECTION COUNTY HIGHWAY 35054 AND VENARD ROAD
 LY1703'WITH THE ABINGTON ROAD.  TURN LEFT AND GO EAST ON COUNTY HIGHWAY
 LY1703'35054 AND VENARD ROAD FOR 0.56 MILE TO THE ENTRANCE TO THE
 LY1703'LOURDESMONT SCHOOL ON THE LEFT.  TURN LEFT AND GO NORTH ON THE
 LY1703'SCHOOL DRIVEWAY FOR 0.17 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 LY1703'NORTH AND WEST ON THE DRIVEWAY AROUND THE EAST AND NORTH SIDE OF THE
 LY1703'SCHOOL BUILDING FOR 0.14 MILE TO A SMALL SQUARE BRICK BUILDING,
 LY1703'THE END OF PAVEMENT AND THE END OF TRUCK TRAVEL.  FROM THE END OF
 LY1703'TRUCK TRAVEL PACK SOUTH-SOUTHWEST FOR ABOUT 300 FEET TO THE FENCE
 LY1703'ROW AND STATION AS DESCRIBED.  IN DRY WEATHER THE LAST 300 FEET MAY
 LY1703'BE DRIVEN.
 LY1703'
 LY1703'THE STATION MARK, A STANDARD DISK STAMPED CHARITY 1959, IS SET IN THE
 LY1703'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 LY1703'OF THE GROUND.  IT IS 7.1 FEET EAST OF A STANDARD METAL WITNESS POST
 LY1703'AND IS SET IN A FENCE ROW.
 LY1703'
 LY1703'REFERENCE MARK 1, A STANDARD DISK STAMPED CHARITY NO 1 1959, IS SET
 LY1703'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 LY1703'SURFACE OF THE GROUND.  IT IS 19 FEET SOUTH OF A STANDARD METAL
 LY1703'WITNESS POST, ABOUT 2 FEET LOWER THAN THE STATION AND IS SET IN A
 LY1703'FENCE ROW.
 LY1703'
 LY1703'REFERENCE MARK 2, A STANDARD DISK STAMPED CHARITY NO 2 1959, IS SET
 LY1703'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 LY1703'SURFACE OF THE GROUND.  IT IS 28.1 FEET NORTHEAST OF A STANDARD METAL
 LY1703'WITNESS POST, 2 FEET HIGHER THAN THE STATION AND IS SET IN A FENCE
 LY1703'ROW.
 LY1703'
 LY1703'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  TRIANGULATION
 LY1703'STATION ADELLA OR THE WDAU T.V. SOUTH MAST MAY BE USED AS AN
 LY1703'AZIMUTH MARK.
 LY1703'
 LY1703'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LY1703
 LY1703                          STATION RECOVERY (1961)
 LY1703
 LY1703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LY1703'IN CLARKS GREEN.
 LY1703'ABOUT 0.1 MILE SOUTH ALONG ABINGTON RD. FROM THE JUNCTION OF
 LY1703'ABINGTON RD. AND STATE HWY 407 IN CLARKS GREEN TO THE INTERSECTION
 LY1703'OF ABINGTON RD. AND VENARD RD. (COUNTY RD. 35054) THENCE EAST
 LY1703'ON VENARD RD. FOR 0.56 MILE TO ENTRANCE TO LOURDESMONT SCHOOL
 LY1703'THENCE 0.17 MILE NORTH ON ENTRANCE ROAD TO A FORK RIGHT, GO NORTH
 LY1703'AND WEST ON ROAD AROUND THE EAST AND NORTH SIDE OF SCHOOL
 LY1703'BUILDING FOR 0.14 MILE TO A SMALL BRICK BUILDING (END OF TRUCK
 LY1703'TRAVEL) THENCE ABOUT 300 FEET SOUTH-SOUTH WEST TO A FENCE ROW,
 LY1703'STANDARD TRIANGULATION STATION DISK SET IN TOP OF CONCRETE POST,
 LY1703'ABOUT FLUSH WITH THE GROUND, 7 FEET EAST OF STANDARD METAL WITNESS
 LY1703'POST, STAMPED CHARITY 1959.  ABOUT 22 1/2 FEET EAST-SOUTH EAST
 LY1703'OF RM 2, 22 FEET NORTH WEST OF RM 1.
 LY1703
 LY1703                          STATION RECOVERY (1974)
 LY1703
 LY1703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LY1703'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 LY1703'THERE WAS A DAMAGE REPORT ON THIS STATION, HOWEVER ALL MARKS
 LY1703'WERE RECOVERED AS DESCRIBED IN THE 1959 DESCRIPTION.
 LY1703'
 LY1703'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 1/2 MILE EAST OF
 LY1703'CLARKS GREENE.
 LY1703
 LY1703                          STATION RECOVERY (1974)
 LY1703
 LY1703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LY1703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1702 ***********************************************************************
 LY1702  DESIGNATION -  CHARITY RM 1
 LY1702  PID         -  LY1702
 LY1702  STATE/COUNTY-  PA/LACKAWANNA
 LY1702  USGS QUAD   -  DALTON (1994)
 LY1702
 LY1702                         *CURRENT SURVEY CONTROL
 LY1702  ___________________________________________________________________
 LY1702* NAD 83(1986)-  41 30 03.     (N)    075 41 06.     (W)     SCALED    
 LY1702* NAVD 88     -       444.219  (meters)    1457.41   (feet)  ADJUSTED  
 LY1702  ___________________________________________________________________
 LY1702  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 LY1702  DYNAMIC HT  -         444.045 (meters)    1456.84  (feet)  COMP
 LY1702  MODELED GRAV-     980,217.7   (mgal)                       NAVD 88
 LY1702
 LY1702  VERT ORDER  -  SECOND    CLASS 0
 LY1702
 LY1702.The horizontal coordinates were scaled from a topographic map and have
 LY1702.an estimated accuracy of +/- 6 seconds.
 LY1702
 LY1702.The orthometric height was determined by differential leveling
 LY1702.and adjusted by the National Geodetic Survey in June 1991..
 LY1702
 LY1702.The geoid height was determined by GEOID03.
 LY1702
 LY1702.The dynamic height is computed by dividing the NAVD 88
 LY1702.geopotential number by the normal gravity value computed on the
 LY1702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1702.degrees latitude (g = 980.6199 gals.).
 LY1702
 LY1702.The modeled gravity was interpolated from observed gravity values.
 LY1702
 LY1702;                    North         East    Units  Estimated Accuracy
 LY1702;SPC PA N     -   150,220.      772,390.      MT  (+/- 180 meters Scaled)
 LY1702
 LY1702                          SUPERSEDED SURVEY CONTROL
 LY1702
 LY1702  NGVD 29 (??/??/92)  444.432  (m)         1458.11   (f) ADJ UNCH    2 0
 LY1702
 LY1702.Superseded values are not recommended for survey control.
 LY1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1702.See file dsdata.txt to determine how the superseded data were derived.
 LY1702
 LY1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL428945(NAD 83)
 LY1702_MARKER: DR = REFERENCE MARK DISK
 LY1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1702_STAMPING: CHARITY NO 1 1959
 LY1702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1702+STABILITY: SURFACE MOTION
 LY1702
 LY1702  HISTORY     - Date     Condition        Report By
 LY1702  HISTORY     - 1959     MONUMENTED       CGS
 LY1702  HISTORY     - 1961     GOOD             NGS
 LY1702  HISTORY     - 1974     GOOD             NGS
 LY1702
 LY1702                          STATION DESCRIPTION
 LY1702
 LY1702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LY1702'IN CLARKS GREEN.
 LY1702'ABOUT 0.1 MILE SOUTH ALONG ABINGTON RD. FROM THE JUNCTION OF ABINGTON
 LY1702'RD. AND STATE HWY 407 IN CLARKS GREEN TO THE INTERSECTION OF
 LY1702'ABINGTON RD. AND VENARD RD (COUNTY RD. 35054) THENCE EAST ON
 LY1702'VENARD RD. FOR 0.56 MILE TO ENTRANCE TO LOURDESMONT SCHOOL
 LY1702'THENCE 0.17 MILE NORTH ON ENTRANCE ROAD TO A FORK RIGHT, GO
 LY1702'NORTH AND WEST ON ROAD AROUND THE EAST AND NORTH SIDE OF SCHOOL
 LY1702'BUILDING FOR 0.14 MILE TO A SMALL BRICK BUILDING (END OF TRUCK
 LY1702'TRAVEL) THENCE ABOUT 300 FEET SOUTH-SOUTH WEST TO A FENCE ROW,
 LY1702'19 FEET SOUTH OF STANDARD METAL WITNESS POST, SET IN TOP OF
 LY1702'CONCRETE POST THAT IS FLUSH WITH THE GROUND, SET IN FENCE ROW,
 LY1702'22 FEET SOUTH EAST OF STATION, STANDARD REFERENCE MARK DISK
 LY1702'SET IN TOP OF CONCRETE POST, STAMPED CHARITY NO. 1
 LY1702'1959.  NOTE-- CLARKS GREEN IS ADJACENT TO CLARKS SUMMIT.
 LY1702
 LY1702                          STATION RECOVERY (1974)
 LY1702
 LY1702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LY1702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1704 ***********************************************************************
 LY1704  DESIGNATION -  CHARITY RM 2
 LY1704  PID         -  LY1704
 LY1704  STATE/COUNTY-  PA/LACKAWANNA
 LY1704  USGS QUAD   -  DALTON (1994)
 LY1704
 LY1704                         *CURRENT SURVEY CONTROL
 LY1704  ___________________________________________________________________
 LY1704* NAD 83(1986)-  41 30 03.     (N)    075 41 06.     (W)     SCALED    
 LY1704* NAVD 88     -       445.765  (meters)    1462.48   (feet)  ADJUSTED  
 LY1704  ___________________________________________________________________
 LY1704  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 LY1704  DYNAMIC HT  -         445.591 (meters)    1461.91  (feet)  COMP
 LY1704  MODELED GRAV-     980,217.7   (mgal)                       NAVD 88
 LY1704
 LY1704  VERT ORDER  -  SECOND    CLASS 0
 LY1704
 LY1704.The horizontal coordinates were scaled from a topographic map and have
 LY1704.an estimated accuracy of +/- 6 seconds.
 LY1704
 LY1704.The orthometric height was determined by differential leveling
 LY1704.and adjusted by the National Geodetic Survey in June 1991..
 LY1704
 LY1704.The geoid height was determined by GEOID03.
 LY1704
 LY1704.The dynamic height is computed by dividing the NAVD 88
 LY1704.geopotential number by the normal gravity value computed on the
 LY1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1704.degrees latitude (g = 980.6199 gals.).
 LY1704
 LY1704.The modeled gravity was interpolated from observed gravity values.
 LY1704
 LY1704;                    North         East    Units  Estimated Accuracy
 LY1704;SPC PA N     -   150,220.      772,390.      MT  (+/- 180 meters Scaled)
 LY1704
 LY1704                          SUPERSEDED SURVEY CONTROL
 LY1704
 LY1704  NGVD 29 (??/??/92)  445.978  (m)         1463.18   (f) ADJ UNCH    2 0
 LY1704
 LY1704.Superseded values are not recommended for survey control.
 LY1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1704.See file dsdata.txt to determine how the superseded data were derived.
 LY1704
 LY1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL428945(NAD 83)
 LY1704_MARKER: DR = REFERENCE MARK DISK
 LY1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1704_STAMPING: CHARITY NO 2 1959
 LY1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1704+STABILITY: SURFACE MOTION
 LY1704
 LY1704  HISTORY     - Date     Condition        Report By
 LY1704  HISTORY     - 1959     MONUMENTED       CGS
 LY1704  HISTORY     - 1961     GOOD             NGS
 LY1704  HISTORY     - 1974     GOOD             NGS
 LY1704
 LY1704                          STATION DESCRIPTION
 LY1704
 LY1704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LY1704'IN CLARKS GREEN.
 LY1704'ABOUT 0.1 MILE SOUTH ALONG ABINGTON RD. FROM THE JUNCTION OF
 LY1704'ABINGTON RD. AND STATE HWY 407 IN CLARKS GREEN TO THE INTERSECTION
 LY1704'OF ABINGTON RD. AND VENARD RD. (COUNTY RD. 35054) THENCE EAST
 LY1704'ON VENARD RD. FOR 0.56 MILE TO ENTRANCE TO LOURDESMONT SCHOOL
 LY1704'THENCE 0.17 MILE NORTH ON ENTRANCE ROAD TO A FORK RIGHT, GO NORTH
 LY1704'AND WEST ON ROAD AROUND THE EAST AND NORTH SIDE OF SCHOOL
 LY1704'BUILDING FOR 0.14 MILE TO A SMALL BRICK BUILDING (END OF TRUCK
 LY1704'TRAVEL) THENCE ABOUT 300 FEET SOUTH-SOUTH WEST A FENCE ROW, 28 FEET
 LY1704'NORTH EAST OF STANDARD METAL WITNESS POST, SET IN TOP OF CONCRETE
 LY1704'POST THAT IS FLUSH WITH THE GROUND, SET IN FENCE ROW, 22 1/2
 LY1704'FEET WEST-NORTH WEST OF STATION, STANDARD REFERENCE MARK DISK
 LY1704'SET IN TOP OF CONCRETE POST, STAMPED CHARITY NO. 2 1959.
 LY1704
 LY1704                          STATION RECOVERY (1974)
 LY1704
 LY1704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LY1704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1934 ***********************************************************************
 MB1934  DESIGNATION -  CHARLESTON
 MB1934  PID         -  MB1934
 MB1934  STATE/COUNTY-  PA/MERCER
 MB1934  USGS QUAD   -  GREENFIELD (1970)
 MB1934
 MB1934                         *CURRENT SURVEY CONTROL
 MB1934  ___________________________________________________________________
 MB1934* NAD 83(1992)-  41 14 13.55483(N)    080 21 36.59566(W)     ADJUSTED  
 MB1934* NAVD 88     -       385.     (meters)    1263.     (feet)  SCALED    
 MB1934  ___________________________________________________________________
 MB1934  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 MB1934  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 MB1934
 MB1934  HORZ ORDER  -  THIRD
 MB1934
 MB1934.The horizontal coordinates were established by classical geodetic methods
 MB1934.and adjusted by the National Geodetic Survey in June 2002..
 MB1934
 MB1934.The orthometric height was scaled from a topographic map.
 MB1934
 MB1934.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1934
 MB1934.The geoid height was determined by GEOID03.
 MB1934
 MB1934;                    North         East     Units Scale Factor Converg.
 MB1934;SPC PA N     -   122,172.153   381,223.576   MT  0.99996177   -1 43 36.2
 MB1934;SPC PA N     -   400,826.47  1,250,731.02   sFT  0.99996177   -1 43 36.2
 MB1934;UTM  17      - 4,565,275.145   553,617.919   MT  0.99963538   +0 25 18.4
 MB1934
 MB1934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1934!SPC PA N     -   0.99994493  x   0.99996177  =   0.99990670
 MB1934!UTM  17      -   0.99994493  x   0.99963538  =   0.99958033
 MB1934
 MB1934:                Primary Azimuth Mark                     Grid Az
 MB1934:SPC PA N     -  CHARLESTON AZ MK                         011 54 59.2
 MB1934:UTM  17      -  CHARLESTON AZ MK                         009 46 04.6
 MB1934
 MB1934|---------------------------------------------------------------------|
 MB1934| PID    Reference Object                     Distance      Geod. Az  |
 MB1934|                                                           dddmmss.s |
 MB1934| CX3410 CHARLESTON AZ MK                                   0101123.0 |
 MB1934| CX3411 CHARLESTON RM 1                      24.732 METERS 03823     |
 MB1934| CX3412 CHARLESTON RM 2                      67.437 METERS 27147     |
 MB1934| MB1933 PTS 1                                 5.730 METERS 27243     |
 MB1934|---------------------------------------------------------------------|
 MB1934
 MB1934                          SUPERSEDED SURVEY CONTROL
 MB1934
 MB1934  NAD 83(1995)-  41 14 13.55556(N)    080 21 36.59631(W) AD(       ) 3
 MB1934  NAD 83(1986)-  41 14 13.55927(N)    080 21 36.59868(W) AD(       ) 3
 MB1934  NAD 27      -  41 14 13.35400(N)    080 21 37.35800(W) AD(       ) 3
 MB1934
 MB1934.Superseded values are not recommended for survey control.
 MB1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1934.See file dsdata.txt to determine how the superseded data were derived.
 MB1934
 MB1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF5361865275(NAD 83)
 MB1934_MARKER: Z = SEE DESCRIPTION
 MB1934_SETTING: 0 = UNSPECIFIED SETTING
 MB1934
 MB1934  HISTORY     - Date     Condition        Report By
 MB1934  HISTORY     - 1937     MONUMENTED       PAGS
 MB1934  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MB1934
 MB1934                          STATION DESCRIPTION
 MB1934
 MB1934'DESCRIBED BY PENNSYLVANIA GEODETIC SURVEY 1937
 MB1934'STATION IS LOCATED 6.8 MILES W OF MERCER IN THE VILLAGE OF CHARLESTON
 MB1934'ON PROPERTY BELONGING TO W.M. VANATTA, 23.6 FEET NE OF THE NE
 MB1934'CORNER OF MR. VANATTAS HOUSE, AND 36.6 FEET S OF CENTER LINE OF U.S.
 MB1934'ROUTE 62.  SURFACE MARK IS COORDINATE SYSTEM STANDARD
 MB1934'BRONZE DISK SET IN SANDSTONE WHICH WAS LATER SURROUNDED WITH CONCRETE
 MB1934'TO A DEPTH OF 2 FEET.  UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 MB1934'PA. COORDINATE SYSTEM STANDARD BRONZE DISKS WEDGED IN DRILL HOLES IN
 MB1934'BOULDERS.
 MB1934'
 MB1934'REFERENCE MARK NO.1 IS 1 FOOT SE OF FENCE POST, 1 FOOT S OF PROPERTY
 MB1934'LINE.
 MB1934'
 MB1934'REFERENCE MARK NO.2 IS 20 FEET S OF CENTER LINE OF ROAD (U.S. ROUTE
 MB1934'62).
 MB1934'
 MB1934'TO REACH AZIMUTH MARK, GO N ON ROUTE 43006, 1 MILE, WHERE ROAD TURNS
 MB1934'RIGHT, FOLLOW ROAD TO A POINT ON RIGHT 0.2 MILE.
 MB1934'
 MB1934'U.S.G.S. TRAVERSE STATION NO.1 IS A STANDARD G.S. DISK SET IN
 MB1934'SANDSTONE POST, STAMPED PRIM. TRAV. NO.1 DEC. 11, 1937.  INIT.
 MB1934'NO.250.
 MB1934'
 MB1934'HEIGHT OF LIGHT ABOVE STATION MARK - 22.5 METERS.
 MB1934
 MB1934                          STATION RECOVERY (1960)
 MB1934
 MB1934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 MB1934'THE STATION MARK, REFERENCE MARK NO. 1 AND P.T.S. NO. 1 1903
 MB1934'(U.S.G.S.) WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 MB1934'MARK NO. 2 AND THE AZIMUTH MARK WERE NOT RECOVERED.  R.M. NO. 2 IS
 MB1934'BELIEVED TO HAVE BEEN DESTROYED WHEN U.S. HIGHWAY 62 WAS
 MB1934'WIDENED.  THE PROPERTY IS NOW OWNED BY BENJAMIN GOODALL.  A COMPLETE
 MB1934'NEW DESCRIPTION FOLLOWS- THE STATION IS LOCATED ABOUT 7 MILES
 MB1934'WEST ALONG U.S. HIGHWAY 62 FROM THE COURTHOUSE IN MERCER, AND IN THE
 MB1934'VILLAGE OF CHARLESTON.  IT IS 37 FEET SOUTH OF THE CENTER LINE OF
 MB1934'HIGHWAY 62, 92 FEET EAST OF THE CENTER LINE OF ROUTE 43006,
 MB1934'23.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF MR. GOODALLS HOUSE,
 MB1934'AND 5.5 FEET EAST OF THE CENTER OF THE DRIVE.  THE MARK IS A
 MB1934'PENNA. COORDINATE SYSTEM DISK SET IN THE TOP OF A SANDSTONE POST
 MB1934'SURROUNDED BY A SQUARE BLOCK OF CONCRETE.  THE MARK
 MB1934'PROJECTS 4 INCHES AND THE DISK IS STAMPED CHARLESTON 1937. (NOTES 1A,
 MB1934'9A)
 MB1934'
 MB1934'REFERENCE MARK NO. 1 IS NORTHEAST AND ACROSS THE HIGHWAY FROM THE
 MB1934'STATION.  IT IS 25 FEET NORTH OF THE CENTER LINE OF HIGHWAY 62,
 MB1934'144 FEET EAST OF THE CENTER LINE OF ROUTE 43006, AND 7.8 FEET WEST OF
 MB1934'POWER POLE NO. 325.  THE MARK IS A PENNA. COORDINATE SYSTEM DISK
 MB1934'SET IN A DRILL HOLE IN THE TOP OF 5 BY 9 INCH SANDSTONE POST
 MB1934'PROJECTING 1 INCH, STAMPED CHARLESTON NO 1 1937.
 MB1934'
 MB1934'P.T.S. NO. 1 (U.S.G.S.) IS WEST OF THE STATION.  IT IS 34.5 FEET
 MB1934'SOUTH OF THE CENTER LINE OF HIGHWAY 62, 73 FEET EAST OF THE
 MB1934'CENTER LINE OF ROUTE 43006, AND 17.9 FEET NORTH OF THE NORTHEAST
 MB1934'CORNER OF THE HOUSE.  THE MARK IS A U.S.G.S. STANDARD BENCH
 MB1934'MARK DISK SET IN THE TOP OF A SANDSTONE POST FLUSH WITH THE GROUND,
 MB1934'STAMPED PRIM TRAV STA NO 1 1903.
 MB1934'
 MB1934'NEEDED- AZIMUTH MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0095 ***********************************************************************
 ND0095  DESIGNATION -  CHECK
 ND0095  PID         -  ND0095
 ND0095  STATE/COUNTY-  PA/ERIE
 ND0095  USGS QUAD   -  HAMMETT (1970)
 ND0095
 ND0095                         *CURRENT SURVEY CONTROL
 ND0095  ___________________________________________________________________
 ND0095* NAD 83(1986)-  42 06 59.     (N)    079 59 51.     (W)     SCALED    
 ND0095* NAVD 88     -       286.602  (meters)     940.29   (feet)  ADJUSTED  
 ND0095  ___________________________________________________________________
 ND0095  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 ND0095  DYNAMIC HT  -         286.497 (meters)     939.95  (feet)  COMP
 ND0095  MODELED GRAV-     980,248.9   (mgal)                       NAVD 88
 ND0095
 ND0095  VERT ORDER  -  FIRST     CLASS II
 ND0095
 ND0095.The horizontal coordinates were scaled from a topographic map and have
 ND0095.an estimated accuracy of +/- 6 seconds.
 ND0095
 ND0095.The orthometric height was determined by differential leveling
 ND0095.and adjusted by the National Geodetic Survey in June 1991..
 ND0095
 ND0095.The geoid height was determined by GEOID03.
 ND0095
 ND0095.The dynamic height is computed by dividing the NAVD 88
 ND0095.geopotential number by the normal gravity value computed on the
 ND0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0095.degrees latitude (g = 980.6199 gals.).
 ND0095
 ND0095.The modeled gravity was interpolated from observed gravity values.
 ND0095
 ND0095;                    North         East    Units  Estimated Accuracy
 ND0095;SPC PA N     -   218,950.      414,150.      MT  (+/- 180 meters Scaled)
 ND0095
 ND0095                          SUPERSEDED SURVEY CONTROL
 ND0095
 ND0095  NGVD 29 (??/??/92)  286.784  (m)          940.89   (f) ADJ UNCH    1 2
 ND0095
 ND0095.Superseded values are not recommended for survey control.
 ND0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0095.See file dsdata.txt to determine how the superseded data were derived.
 ND0095
 ND0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG828631(NAD 83)
 ND0095_MARKER: DB = BENCH MARK DISK
 ND0095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ND0095_SP_SET: BRIDGE
 ND0095_STAMPING: CHECK 1934
 ND0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0095
 ND0095  HISTORY     - Date     Condition        Report By
 ND0095  HISTORY     - 1934     MONUMENTED       CGS
 ND0095  HISTORY     - 1941     GOOD             NGS
 ND0095
 ND0095                          STATION DESCRIPTION
 ND0095
 ND0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 ND0095'5.5 MI SE FROM ERIE.
 ND0095'5.5 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 ND0095'AT ERIE, ERIE COUNTY, AT BRIDGE NO. 5.58, IN THE FACE OF THE SOUTH
 ND0095'ABUTMENT, 21 FEET FROM THE WEST END, 5.5 FEET SOUTH OF THE SOUTH
 ND0095'RAIL OF THE SOUTH TRACK, AND 2 FEET ABOVE THE TOP OF THE RAIL. A
 ND0095'STANDARD DISK, STAMPED CHECK 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0102 ***********************************************************************
 ND0102  DESIGNATION -  CHECK 1
 ND0102  PID         -  ND0102
 ND0102  STATE/COUNTY-  PA/ERIE
 ND0102  USGS QUAD   -  ERIE SOUTH (1996)
 ND0102
 ND0102                         *CURRENT SURVEY CONTROL
 ND0102  ___________________________________________________________________
 ND0102* NAD 83(1986)-  42 03 31.     (N)    080 01 16.     (W)     SCALED    
 ND0102* NAVD 88     -       352.566  (meters)    1156.71   (feet)  ADJUSTED  
 ND0102  ___________________________________________________________________
 ND0102  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 ND0102  DYNAMIC HT  -         352.431 (meters)    1156.27  (feet)  COMP
 ND0102  MODELED GRAV-     980,229.0   (mgal)                       NAVD 88
 ND0102
 ND0102  VERT ORDER  -  FIRST     CLASS II
 ND0102
 ND0102.The horizontal coordinates were scaled from a topographic map and have
 ND0102.an estimated accuracy of +/- 6 seconds.
 ND0102
 ND0102.The orthometric height was determined by differential leveling
 ND0102.and adjusted by the National Geodetic Survey in June 1991..
 ND0102.WARNING-Repeat measurements at this control monument indicate possible
 ND0102.vertical movement.
 ND0102
 ND0102.The geoid height was determined by GEOID03.
 ND0102
 ND0102.The dynamic height is computed by dividing the NAVD 88
 ND0102.geopotential number by the normal gravity value computed on the
 ND0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0102.degrees latitude (g = 980.6199 gals.).
 ND0102
 ND0102.The modeled gravity was interpolated from observed gravity values.
 ND0102
 ND0102;                    North         East    Units  Estimated Accuracy
 ND0102;SPC PA N     -   212,580.      412,030.      MT  (+/- 180 meters Scaled)
 ND0102
 ND0102                          SUPERSEDED SURVEY CONTROL
 ND0102
 ND0102  NGVD 29 (??/??/92)  352.784  (m)         1157.43   (f) ADJ UNCH    1 2
 ND0102
 ND0102.Superseded values are not recommended for survey control.
 ND0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0102.See file dsdata.txt to determine how the superseded data were derived.
 ND0102
 ND0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG809567(NAD 83)
 ND0102_MARKER: DB = BENCH MARK DISK
 ND0102_SETTING: 80 = SET IN A BOULDER
 ND0102_SP_SET: BOULDER
 ND0102_STAMPING: CHECK 1 1934
 ND0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ND0102+STABILITY: SURFACE MOTION
 ND0102
 ND0102  HISTORY     - Date     Condition        Report By
 ND0102  HISTORY     - 1934     MONUMENTED       CGS
 ND0102  HISTORY     - 1961     GOOD             NGS
 ND0102
 ND0102                          STATION DESCRIPTION
 ND0102
 ND0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ND0102'10.2 MI S FROM ERIE.
 ND0102'10.2 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 ND0102'AT ERIE, ERIE COUNTY, 37 RAILS SOUTH OF MILEPOST 10, 97.5 FEET
 ND0102'SOUTHWEST OF THE FOURTH TELEGRAPH POLE SOUTH OF A CROSSING, 95.5
 ND0102'FEET NORTHWEST OF THE FIFTH POLE SOUTH OF THE CROSSING, 33 FEET WEST
 ND0102'OF THE WEST RAIL, 11 FEET EAST OF THE RIGHT-OF-WAY FENCE, 1.4 FEET
 ND0102'SOUTH OF A WHITE WOODEN WITNESS POST, IN THE TOP OF A LARGE ROCK
 ND0102'BOULDER, AND 6 FEET LOWER THAN THE RAIL. A STANDARD DISK, STAMPED
 ND0102'CHECK NO 1 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0489 ***********************************************************************
 LZ0489  DESIGNATION -  CHECK 1
 LZ0489  PID         -  LZ0489
 LZ0489  STATE/COUNTY-  PA/BRADFORD
 LZ0489  USGS QUAD   -  GILLETT (1969)
 LZ0489
 LZ0489                         *CURRENT SURVEY CONTROL
 LZ0489  ___________________________________________________________________
 LZ0489* NAD 83(1986)-  41 59 13.     (N)    076 46 19.     (W)     SCALED    
 LZ0489* NAVD 88     -       344.737  (meters)    1131.02   (feet)  ADJUSTED  
 LZ0489  ___________________________________________________________________
 LZ0489  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 LZ0489  DYNAMIC HT  -         344.593 (meters)    1130.55  (feet)  COMP
 LZ0489  MODELED GRAV-     980,196.0   (mgal)                       NAVD 88
 LZ0489
 LZ0489  VERT ORDER  -  FIRST     CLASS II
 LZ0489
 LZ0489.The horizontal coordinates were scaled from a topographic map and have
 LZ0489.an estimated accuracy of +/- 6 seconds.
 LZ0489
 LZ0489.The orthometric height was determined by differential leveling
 LZ0489.and adjusted by the National Geodetic Survey in June 1991..
 LZ0489
 LZ0489.The geoid height was determined by GEOID03.
 LZ0489
 LZ0489.The dynamic height is computed by dividing the NAVD 88
 LZ0489.geopotential number by the normal gravity value computed on the
 LZ0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0489.degrees latitude (g = 980.6199 gals.).
 LZ0489
 LZ0489.The modeled gravity was interpolated from observed gravity values.
 LZ0489
 LZ0489;                    North         East    Units  Estimated Accuracy
 LZ0489;SPC PA N     -   202,610.      681,050.      MT  (+/- 180 meters Scaled)
 LZ0489
 LZ0489                          SUPERSEDED SURVEY CONTROL
 LZ0489
 LZ0489  NGVD 29 (??/??/92)  344.89   (m)         1131.5    (f) COMPUTED    1 2
 LZ0489
 LZ0489.Superseded values are not recommended for survey control.
 LZ0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0489.See file dsdata.txt to determine how the superseded data were derived.
 LZ0489
 LZ0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM532498(NAD 83)
 LZ0489_MARKER: DB = BENCH MARK DISK
 LZ0489_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0489_SP_SET: BRIDGE
 LZ0489_STAMPING: CHECK 1 1933
 LZ0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0489
 LZ0489  HISTORY     - Date     Condition        Report By
 LZ0489  HISTORY     - 1933     MONUMENTED       CGS
 LZ0489
 LZ0489                          STATION DESCRIPTION
 LZ0489
 LZ0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LZ0489'8.9 MI S FROM ELMIRA.
 LZ0489'IN BRADFORD COUNTY, PENNSYLVANIA, ABOUT 8.9 MILES SOUTH ALONG THE
 LZ0489'PENNSYLVANIA RAILROAD FROM ELMIRA, CHEMUNG COUNTY, NEW YORK,
 LZ0489'ABOUT 808 FEET SOUTH OF THE SWITCH CONTROL TOWER AT FASSETT,
 LZ0489'ABOUT 600 FEET SOUTH OF MILEPOST 68, AT CONCRETE BRIDGE 67.87
 LZ0489'(10-FOOT SPAN), IN THE EAST END OF THE NORTH ABUTMENT, 4 FEET EAST
 LZ0489'OF THE EAST RAIL, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE
 LZ0489'RAIL.  A STANDARD DISK, STAMPED CHECK 1 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0490 ***********************************************************************
 LZ0490  DESIGNATION -  CHECK 1 RESET 1944
 LZ0490  PID         -  LZ0490
 LZ0490  STATE/COUNTY-  PA/BRADFORD
 LZ0490  USGS QUAD   -  GILLETT (1969)
 LZ0490
 LZ0490                         *CURRENT SURVEY CONTROL
 LZ0490  ___________________________________________________________________
 LZ0490* NAD 83(1986)-  41 59 13.     (N)    076 46 19.     (W)     SCALED    
 LZ0490* NAVD 88     -       345.205  (meters)    1132.56   (feet)  ADJUSTED  
 LZ0490  ___________________________________________________________________
 LZ0490  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 LZ0490  DYNAMIC HT  -         345.061 (meters)    1132.09  (feet)  COMP
 LZ0490  MODELED GRAV-     980,196.0   (mgal)                       NAVD 88
 LZ0490
 LZ0490  VERT ORDER  -  FIRST     CLASS II
 LZ0490
 LZ0490.The horizontal coordinates were scaled from a topographic map and have
 LZ0490.an estimated accuracy of +/- 6 seconds.
 LZ0490
 LZ0490.The orthometric height was determined by differential leveling
 LZ0490.and adjusted by the National Geodetic Survey in June 1991..
 LZ0490
 LZ0490.The geoid height was determined by GEOID03.
 LZ0490
 LZ0490.The dynamic height is computed by dividing the NAVD 88
 LZ0490.geopotential number by the normal gravity value computed on the
 LZ0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0490.degrees latitude (g = 980.6199 gals.).
 LZ0490
 LZ0490.The modeled gravity was interpolated from observed gravity values.
 LZ0490
 LZ0490;                    North         East    Units  Estimated Accuracy
 LZ0490;SPC PA N     -   202,610.      681,050.      MT  (+/- 180 meters Scaled)
 LZ0490
 LZ0490                          SUPERSEDED SURVEY CONTROL
 LZ0490
 LZ0490  NGVD 29 (??/??/??)  345.33   (m)         1133.0    (f) RESET       3  
 LZ0490
 LZ0490.Superseded values are not recommended for survey control.
 LZ0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0490.See file dsdata.txt to determine how the superseded data were derived.
 LZ0490
 LZ0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM532498(NAD 83)
 LZ0490_MARKER: DD = SURVEY DISK
 LZ0490_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0490_SP_SET: ABUTMENT
 LZ0490_STAMPING: CHECK 1 RESET 1944
 LZ0490_MARK LOGO: PRR   
 LZ0490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0490
 LZ0490  HISTORY     - Date     Condition        Report By
 LZ0490  HISTORY     - 1944     MONUMENTED       PRR
 LZ0490  HISTORY     - 1983     GOOD             NGS
 LZ0490
 LZ0490                          STATION DESCRIPTION
 LZ0490
 LZ0490'DESCRIBED BY PENNSYLVANIA RAILROAD 1944
 LZ0490'8.9 MI S FROM ELMIRA.
 LZ0490'IN BRADFORD COUNTY, PENNSYLVANIA, 8.9 MILES SOUTH ALONG THE
 LZ0490'PENNSYLVANIA RAILROAD FROM ELMIRA, CHEMUNG COUNTY, NEW YORK, 808
 LZ0490'FEET SOUTH OF THE SWITCH-CONTROL TOWER AT FASSETT, 600 FEET
 LZ0490'SOUTH OF MILEPOST 68, AT CONCRETE BRIDGE 67.87, IN THE EAST END
 LZ0490'OF THE NORTH ABUTMENT, AND 4 FEET EAST OF THE EAST RAIL.  A STANDARD
 LZ0490'DISK, STAMPED CHECK 1 RESET 1944.
 LZ0490
 LZ0490                          STATION RECOVERY (1983)
 LZ0490
 LZ0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LZ0490'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN FASSETT,
 LZ0490'0.2 KM (0.15 MI) SOUTHEAST ALONG THE OLD RAILROAD BED FROM THE BRIDGE
 LZ0490'OVER SUGAR CREEK, IN THE EAST END OF THE NORTH ABUTMENT OF A BRIDGE,
 LZ0490'2.4 METERS (8.0 FT) EAST OF THE CENTER OF THE RAILROAD BED.
 LZ0490'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0105 ***********************************************************************
 ND0105  DESIGNATION -  CHECK 2
 ND0105  PID         -  ND0105
 ND0105  STATE/COUNTY-  PA/ERIE
 ND0105  USGS QUAD   -  ERIE SOUTH (1996)
 ND0105
 ND0105                         *CURRENT SURVEY CONTROL
 ND0105  ___________________________________________________________________
 ND0105* NAD 83(1986)-  42 01 36.     (N)    080 00 50.     (W)     SCALED    
 ND0105* NAVD 88     -       373.416  (meters)    1225.12   (feet)  ADJUSTED  
 ND0105  ___________________________________________________________________
 ND0105  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 ND0105  DYNAMIC HT  -         373.269 (meters)    1224.63  (feet)  COMP
 ND0105  MODELED GRAV-     980,219.2   (mgal)                       NAVD 88
 ND0105
 ND0105  VERT ORDER  -  FIRST     CLASS II
 ND0105
 ND0105.The horizontal coordinates were scaled from a topographic map and have
 ND0105.an estimated accuracy of +/- 6 seconds.
 ND0105
 ND0105.The orthometric height was determined by differential leveling
 ND0105.and adjusted by the National Geodetic Survey in June 1991..
 ND0105
 ND0105.The geoid height was determined by GEOID03.
 ND0105
 ND0105.The dynamic height is computed by dividing the NAVD 88
 ND0105.geopotential number by the normal gravity value computed on the
 ND0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0105.degrees latitude (g = 980.6199 gals.).
 ND0105
 ND0105.The modeled gravity was interpolated from observed gravity values.
 ND0105
 ND0105;                    North         East    Units  Estimated Accuracy
 ND0105;SPC PA N     -   209,020.      412,530.      MT  (+/- 180 meters Scaled)
 ND0105
 ND0105                          SUPERSEDED SURVEY CONTROL
 ND0105
 ND0105  NGVD 29 (??/??/92)  373.579  (m)         1225.65   (f) ADJ UNCH    1 2
 ND0105
 ND0105.Superseded values are not recommended for survey control.
 ND0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0105.See file dsdata.txt to determine how the superseded data were derived.
 ND0105
 ND0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG816532(NAD 83)
 ND0105_MARKER: DB = BENCH MARK DISK
 ND0105_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ND0105_SP_SET: BRIDGE
 ND0105_STAMPING: CHECK NO 2 1934
 ND0105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0105
 ND0105  HISTORY     - Date     Condition        Report By
 ND0105  HISTORY     - 1934     MONUMENTED       CGS
 ND0105  HISTORY     - 1941     GOOD             NGS
 ND0105
 ND0105                          STATION DESCRIPTION
 ND0105
 ND0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 ND0105'6.0 MI N FROM ERIE.
 ND0105'6.0 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 ND0105'AT WATERFORD, ERIE COUNTY, THENCE 0.15 MILE WEST ALONG A COUNTY ROAD,
 ND0105'AT A CONCRETE BRIDGE, IN THE SOUTHEAST CORNER OF THE SOUTHWEST
 ND0105'ABUTMENT, 1 FOOT SOUTHEAST OF THE SOUTHWEST GUARDRAIL POST, AND
 ND0105'9 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD. A STANDARD DISK,
 ND0105'STAMPED CHECK NO 2 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0491 ***********************************************************************
 LZ0491  DESIGNATION -  CHECK 2
 LZ0491  PID         -  LZ0491
 LZ0491  STATE/COUNTY-  PA/BRADFORD
 LZ0491  USGS QUAD   -  GILLETT (1969)
 LZ0491
 LZ0491                         *CURRENT SURVEY CONTROL
 LZ0491  ___________________________________________________________________
 LZ0491* NAD 83(1986)-  41 57 22.     (N)    076 47 23.     (W)     SCALED    
 LZ0491* NAVD 88     -       361.265  (meters)    1185.25   (feet)  ADJUSTED  
 LZ0491  ___________________________________________________________________
 LZ0491  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 LZ0491  DYNAMIC HT  -         361.119 (meters)    1184.77  (feet)  COMP
 LZ0491  MODELED GRAV-     980,207.1   (mgal)                       NAVD 88
 LZ0491
 LZ0491  VERT ORDER  -  FIRST     CLASS II
 LZ0491
 LZ0491.The horizontal coordinates were scaled from a topographic map and have
 LZ0491.an estimated accuracy of +/- 6 seconds.
 LZ0491
 LZ0491.The orthometric height was determined by differential leveling
 LZ0491.and adjusted by the National Geodetic Survey in June 1991..
 LZ0491
 LZ0491.The geoid height was determined by GEOID03.
 LZ0491
 LZ0491.The dynamic height is computed by dividing the NAVD 88
 LZ0491.geopotential number by the normal gravity value computed on the
 LZ0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0491.degrees latitude (g = 980.6199 gals.).
 LZ0491
 LZ0491.The modeled gravity was interpolated from observed gravity values.
 LZ0491
 LZ0491;                    North         East    Units  Estimated Accuracy
 LZ0491;SPC PA N     -   199,170.      679,610.      MT  (+/- 180 meters Scaled)
 LZ0491
 LZ0491                          SUPERSEDED SURVEY CONTROL
 LZ0491
 LZ0491  NGVD 29 (??/??/92)  361.406  (m)         1185.71   (f) ADJ UNCH    1 2
 LZ0491
 LZ0491.Superseded values are not recommended for survey control.
 LZ0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0491.See file dsdata.txt to determine how the superseded data were derived.
 LZ0491
 LZ0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM516464(NAD 83)
 LZ0491_MARKER: DB = BENCH MARK DISK
 LZ0491_SETTING: 0 = UNSPECIFIED SETTING
 LZ0491_STAMPING: CHECK 2 1933
 LZ0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0491
 LZ0491  HISTORY     - Date     Condition        Report By
 LZ0491  HISTORY     - 1933     MONUMENTED       CGS
 LZ0491  HISTORY     - 1954     MARK NOT FOUND   USGS
 LZ0491
 LZ0491                          STATION DESCRIPTION
 LZ0491
 LZ0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LZ0491'0.6 MI N FROM GILLETT.
 LZ0491'0.6 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM GILLETT,
 LZ0491'BRADFORD COUNTY, ABOUT 35 FEET NORTH OF MILEPOST 65, ABOUT 80
 LZ0491'FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, ABOUT 25 FEET WEST
 LZ0491'OF THE CENTER LINE OF ANOTHER DIRT ROAD, 22 FEET EAST OF THE
 LZ0491'CENTER LINE OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE RAIL.
 LZ0491'A STANDARD DISK, STAMPED CHECK 2 1933.
 LZ0491
 LZ0491                          STATION RECOVERY (1954)
 LZ0491
 LZ0491'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 LZ0491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0492 ***********************************************************************
 LZ0492  DESIGNATION -  CHECK 3
 LZ0492  PID         -  LZ0492
 LZ0492  STATE/COUNTY-  PA/BRADFORD
 LZ0492  USGS QUAD   -  GILLETT (1969)
 LZ0492
 LZ0492                         *CURRENT SURVEY CONTROL
 LZ0492  ___________________________________________________________________
 LZ0492* NAD 83(1986)-  41 55 24.     (N)    076 47 45.     (W)     SCALED    
 LZ0492* NAVD 88     -       376.939  (meters)    1236.67   (feet)  ADJUSTED  
 LZ0492  ___________________________________________________________________
 LZ0492  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 LZ0492  DYNAMIC HT  -         376.784 (meters)    1236.17  (feet)  COMP
 LZ0492  MODELED GRAV-     980,200.0   (mgal)                       NAVD 88
 LZ0492
 LZ0492  VERT ORDER  -  FIRST     CLASS II
 LZ0492
 LZ0492.The horizontal coordinates were scaled from a topographic map and have
 LZ0492.an estimated accuracy of +/- 6 seconds.
 LZ0492
 LZ0492.The orthometric height was determined by differential leveling
 LZ0492.and adjusted by the National Geodetic Survey in June 1991..
 LZ0492
 LZ0492.The geoid height was determined by GEOID03.
 LZ0492
 LZ0492.The dynamic height is computed by dividing the NAVD 88
 LZ0492.geopotential number by the normal gravity value computed on the
 LZ0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0492.degrees latitude (g = 980.6199 gals.).
 LZ0492
 LZ0492.The modeled gravity was interpolated from observed gravity values.
 LZ0492
 LZ0492;                    North         East    Units  Estimated Accuracy
 LZ0492;SPC PA N     -   195,530.      679,150.      MT  (+/- 180 meters Scaled)
 LZ0492
 LZ0492                          SUPERSEDED SURVEY CONTROL
 LZ0492
 LZ0492  NGVD 29 (??/??/92)  377.074  (m)         1237.12   (f) ADJ UNCH    1 2
 LZ0492
 LZ0492.Superseded values are not recommended for survey control.
 LZ0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0492.See file dsdata.txt to determine how the superseded data were derived.
 LZ0492
 LZ0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM510428(NAD 83)
 LZ0492_MARKER: Q = CHISELED SQUARE
 LZ0492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0492_SP_SET: CULVERT
 LZ0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0492
 LZ0492  HISTORY     - Date     Condition        Report By
 LZ0492  HISTORY     - UNK      MONUMENTED       CGS
 LZ0492  HISTORY     - 1933     GOOD             NGS
 LZ0492  HISTORY     - 1983     MARK NOT FOUND   NGS
 LZ0492
 LZ0492                          STATION DESCRIPTION
 LZ0492
 LZ0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LZ0492'1.8 MI S FROM GILLETT.
 LZ0492'1.8 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM GILLETT,
 LZ0492'BRADFORD COUNTY, ABOUT 125 FEET NORTH OF POLE 62-25, ABOUT
 LZ0492'150 FEET WEST OF THE CNETER LINE F THE TRACK, 16 FEET EAST OF
 LZ0492'THE CENTER LINE OF STATE HIGHWAY 14, AND ON THE NORTH END OF THE
 LZ0492'EAST COPING OF A HIGHWAY CULVERT.  A CHISELED SQUARE.
 LZ0492
 LZ0492                          STATION RECOVERY (1983)
 LZ0492
 LZ0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LZ0492'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0494 ***********************************************************************
 LZ0494  DESIGNATION -  CHECK 4
 LZ0494  PID         -  LZ0494
 LZ0494  STATE/COUNTY-  PA/BRADFORD
 LZ0494  USGS QUAD   -  TROY (1983)
 LZ0494
 LZ0494                         *CURRENT SURVEY CONTROL
 LZ0494  ___________________________________________________________________
 LZ0494* NAD 83(1986)-  41 51 13.     (N)    076 48 27.     (W)     SCALED    
 LZ0494* NAVD 88     -       351.631  (meters)    1153.64   (feet)  ADJUSTED  
 LZ0494  ___________________________________________________________________
 LZ0494  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 LZ0494  DYNAMIC HT  -         351.483 (meters)    1153.16  (feet)  COMP
 LZ0494  MODELED GRAV-     980,192.5   (mgal)                       NAVD 88
 LZ0494
 LZ0494  VERT ORDER  -  FIRST     CLASS II
 LZ0494
 LZ0494.The horizontal coordinates were scaled from a topographic map and have
 LZ0494.an estimated accuracy of +/- 6 seconds.
 LZ0494
 LZ0494.The orthometric height was determined by differential leveling
 LZ0494.and adjusted by the National Geodetic Survey in June 1991..
 LZ0494
 LZ0494.The geoid height was determined by GEOID03.
 LZ0494
 LZ0494.The dynamic height is computed by dividing the NAVD 88
 LZ0494.geopotential number by the normal gravity value computed on the
 LZ0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0494.degrees latitude (g = 980.6199 gals.).
 LZ0494
 LZ0494.The modeled gravity was interpolated from observed gravity values.
 LZ0494
 LZ0494;                    North         East    Units  Estimated Accuracy
 LZ0494;SPC PA N     -   187,770.      678,260.      MT  (+/- 180 meters Scaled)
 LZ0494
 LZ0494                          SUPERSEDED SURVEY CONTROL
 LZ0494
 LZ0494  NGVD 29 (??/??/92)  351.774  (m)         1154.11   (f) ADJ UNCH    1 2
 LZ0494
 LZ0494.Superseded values are not recommended for survey control.
 LZ0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0494.See file dsdata.txt to determine how the superseded data were derived.
 LZ0494
 LZ0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM499351(NAD 83)
 LZ0494_MARKER: DB = BENCH MARK DISK
 LZ0494_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0494_SP_SET: BRIDGE
 LZ0494_STAMPING: CHECK NO 4 1933
 LZ0494_MARK LOGO: CGS   
 LZ0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0494
 LZ0494  HISTORY     - Date     Condition        Report By
 LZ0494  HISTORY     - 1933     MONUMENTED       CGS
 LZ0494  HISTORY     - 1983     GOOD             NGS
 LZ0494
 LZ0494                          STATION DESCRIPTION
 LZ0494
 LZ0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LZ0494'2.9 MI S FROM SNEDIKER.
 LZ0494'2.9 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM SNEDIKER,
 LZ0494'BRADFORD COUNTY, IN BRIDGE 57.60 OVER A HIGHWAY, 2 FEET SOUTHEAST
 LZ0494'OF THE CENTER LINE OF THE ABUTMENT, ABOUT 35 FEET WEST OF THE
 LZ0494'CENTER LINE OF THE TRACK, AND ABOUT 5 FEET HIGHER THAN THE
 LZ0494'GROUND.  A STANDARD DISK, STAMPED CHECK NO 4 1933.
 LZ0494
 LZ0494                          STATION RECOVERY (1983)
 LZ0494
 LZ0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LZ0494'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  2.1 KM (1.3 MI)
 LZ0494'NORTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE IN COLUMBIA CROSS
 LZ0494'ROADS TO THE MARK ON THE RIGHT, IN THE NORTHEAST WINGWALL OF A BRIDGE
 LZ0494'OVER AN OLD RAILROAD BED, SET VERTICALLY, 5 FEET ABOVE THE OLD
 LZ0494'RAILROAD BED, 5.7 METERS (19.0 FT) WEST OF THE CENTER OF THE OLD
 LZ0494'RAILROAD BED.
 LZ0494'THE MARK IS 6.5 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0497 ***********************************************************************
 LZ0497  DESIGNATION -  CHECK 5
 LZ0497  PID         -  LZ0497
 LZ0497  STATE/COUNTY-  PA/BRADFORD
 LZ0497  USGS QUAD   -  TROY (1983)
 LZ0497
 LZ0497                         *CURRENT SURVEY CONTROL
 LZ0497  ___________________________________________________________________
 LZ0497* NAD 83(1986)-  41 47 37.     (N)    076 46 24.     (W)     SCALED    
 LZ0497* NAVD 88     -       327.624  (meters)    1074.88   (feet)  ADJUSTED  
 LZ0497  ___________________________________________________________________
 LZ0497  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 LZ0497  DYNAMIC HT  -         327.491 (meters)    1074.44  (feet)  COMP
 LZ0497  MODELED GRAV-     980,207.2   (mgal)                       NAVD 88
 LZ0497
 LZ0497  VERT ORDER  -  FIRST     CLASS II
 LZ0497
 LZ0497.The horizontal coordinates were scaled from a topographic map and have
 LZ0497.an estimated accuracy of +/- 6 seconds.
 LZ0497
 LZ0497.The orthometric height was determined by differential leveling
 LZ0497.and adjusted by the National Geodetic Survey in June 1991..
 LZ0497
 LZ0497.The geoid height was determined by GEOID03.
 LZ0497
 LZ0497.The dynamic height is computed by dividing the NAVD 88
 LZ0497.geopotential number by the normal gravity value computed on the
 LZ0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0497.degrees latitude (g = 980.6199 gals.).
 LZ0497
 LZ0497.The modeled gravity was interpolated from observed gravity values.
 LZ0497
 LZ0497;                    North         East    Units  Estimated Accuracy
 LZ0497;SPC PA N     -   181,140.      681,180.      MT  (+/- 180 meters Scaled)
 LZ0497
 LZ0497                          SUPERSEDED SURVEY CONTROL
 LZ0497
 LZ0497  NGVD 29 (??/??/92)  327.772  (m)         1075.37   (f) ADJ UNCH    1 2
 LZ0497
 LZ0497.Superseded values are not recommended for survey control.
 LZ0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0497.See file dsdata.txt to determine how the superseded data were derived.
 LZ0497
 LZ0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM526283(NAD 83)
 LZ0497_MARKER: DB = BENCH MARK DISK
 LZ0497_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0497_SP_SET: ABUTMENT
 LZ0497_STAMPING: CHECK NO 5 1933
 LZ0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0497
 LZ0497  HISTORY     - Date     Condition        Report By
 LZ0497  HISTORY     - 1933     MONUMENTED       CGS
 LZ0497  HISTORY     - 1950     GOOD             NGS
 LZ0497
 LZ0497                          STATION DESCRIPTION
 LZ0497
 LZ0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LZ0497'1.5 MI N FROM TROY.
 LZ0497'1.5 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM TROY,
 LZ0497'BRADFORD COUNTY, 150 FEET SOUTH OF MILEPOST 53, AT BRIDGE 52.96,
 LZ0497'IN THE TOP OF THE NORTH ABUTMENT, 7 FEET EAST OF THE CENTER
 LZ0497'LINE OF THE TRACK, 3 FEET NORTHEAST OF THE NORTH END OF THE EAST
 LZ0497'GIRDER, AND 1 FOOT LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED
 LZ0497'CHECK NO 5 1933.
 LZ0497
 LZ0497                          STATION RECOVERY (1950)
 LZ0497
 LZ0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 LZ0497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5910 ***********************************************************************
 KV5910  DESIGNATION -  CHELTEN HILLS
 KV5910  PID         -  KV5910
 KV5910  STATE/COUNTY-  PA/MONTGOMERY
 KV5910  USGS QUAD   -  GERMANTOWN (1997)
 KV5910
 KV5910                         *CURRENT SURVEY CONTROL
 KV5910  ___________________________________________________________________
 KV5910* NAD 83(1992)-  40 04 38.04333(N)    075 08 53.54468(W)     ADJUSTED  
 KV5910* NAVD 88     -       102.9    (meters)     338.     (feet)  VERTCON   
 KV5910  ___________________________________________________________________
 KV5910  X           -   1,252,696.539 (meters)                     COMP
 KV5910  Y           -  -4,723,971.325 (meters)                     COMP
 KV5910  Z           -   4,084,595.994 (meters)                     COMP
 KV5910  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 KV5910  ELLIP HEIGHT-          69.50  (meters)          (06/21/02) GPS OBS
 KV5910  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KV5910
 KV5910  HORZ ORDER  -  SECOND
 KV5910  ELLP ORDER  -  FOURTH    CLASS I
 KV5910
 KV5910.The horizontal coordinates were established by GPS observations
 KV5910.and adjusted by the National Geodetic Survey in June 2002..
 KV5910
 KV5910.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5910
 KV5910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5910
 KV5910.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5910
 KV5910.The ellipsoidal height was determined by GPS observations
 KV5910.and is referenced to NAD 83.
 KV5910
 KV5910.The geoid height was determined by GEOID03.
 KV5910
 KV5910;                    North         East     Units Scale Factor Converg.
 KV5910;SPC PA S     -    85,867.580   821,890.230   MT  0.99998062   +1 41 16.9
 KV5910;SPC PA S     -   281,717.22  2,696,484.86   sFT  0.99998062   +1 41 16.9
 KV5910;UTM  18      - 4,436,340.045   487,363.370   MT  0.99960197   -0 05 43.5
 KV5910
 KV5910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5910!SPC PA S     -   0.99998910  x   0.99998062  =   0.99996972
 KV5910!UTM  18      -   0.99998910  x   0.99960197  =   0.99959107
 KV5910
 KV5910:                Primary Azimuth Mark                     Grid Az
 KV5910:SPC PA S     -  LAMOTT STANDPIPE PHILADELPHIA            152 59 09.5
 KV5910:UTM  18      -  LAMOTT STANDPIPE PHILADELPHIA            154 46 09.9
 KV5910
 KV5910|---------------------------------------------------------------------|
 KV5910| PID    Reference Object                     Distance      Geod. Az  |
 KV5910|                                                           dddmmss.s |
 KV5910| CS3482 LAMOTT STANDPIPE PHILADELPHIA                      1544026.4 |
 KV5910| CS3506 PENN STATUE CITY HALL PHILA                        1852423.0 |
 KV5910| KV6110 CHELTEN HILLS AZ MK                 367.934 METERS 22259     |
 KV5910| CS3452 CHELTEN HILLS RM 2                   15.365 METERS 25510     |
 KV5910| CS3451 CHELTEN HILLS RM 1                   13.358 METERS 35458     |
 KV5910|---------------------------------------------------------------------|
 KV5910
 KV5910                          SUPERSEDED SURVEY CONTROL
 KV5910
 KV5910  NAD 83(1996)-  40 04 38.04259(N)    075 08 53.54354(W) AD(       ) 2
 KV5910  NAD 83(1991)-  40 04 38.04031(N)    075 08 53.54682(W) AD(       ) 2
 KV5910  ELLIP H (01/27/92)   69.76   (m)                       GP(       ) 4 1
 KV5910  NAD 83(1986)-  40 04 38.03713(N)    075 08 53.54733(W) AD(       ) 2
 KV5910  NGVD 29 (07/14/89)  103.2    (m)          339.     (f) GPS OBS        
 KV5910
 KV5910.Superseded values are not recommended for survey control.
 KV5910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5910.See file dsdata.txt to determine how the superseded data were derived.
 KV5910
 KV5910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8736336340(NAD 83)
 KV5910_MARKER: DH = HORIZONTAL CONTROL DISK
 KV5910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV5910_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KV5910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5910+STABILITY: SURFACE MOTION
 KV5910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5910+SATELLITE: SATELLITE OBSERVATIONS - 1984
 KV5910
 KV5910  HISTORY     - Date     Condition        Report By
 KV5910  HISTORY     - 1984     MONUMENTED       PADT
 KV5910  HISTORY     - 20011110 MARK NOT FOUND   USPSQD
 KV5910
 KV5910                          STATION DESCRIPTION
 KV5910
 KV5910'DESCRIBED BY PA DEPT OF TRANSP 1984 (RBG)
 KV5910'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI)
 KV5910'SOUTHWEST OF JENKINTOWN
 KV5910'1.5 KM (.95 MI) WEST-NORTHWEST OF ELKINS PARK
 KV5910'1 KM (.6 MI) NORTHEAST OF THE PHILADELPHIA CITY LIMITS
 KV5910'3.5 KM (2.1 MI) NORTH OF LASALLE COLLEGE
 KV5910'OWNERSHIP--LYNNEWOOD SCHOOL, CHELTEN HILLS SCHOOL DISTRICT
 KV5910'
 KV5910'TO REACH THE STATION FROM THE INTERSECTION OF CHELTENHAM AVENUE AND
 KV5910'STATE HIGHWAY 611 (OLD YORK ROAD) ON THE NORTH SIDE OF
 KV5910'PHILADELPHIA,
 KV5910'GO NORTHWEST ON CHELTENHAM AVENUE FOR 1.5 KM (0.95 MI) TO WASHINGTON
 KV5910'LANE, TURN RIGHT AND GO NORTHEAST ON WASHINGTON LANE FOR 0.7 KM (.45
 KV5910'MI) TO LYNNEWOOD SCHOOL AND THE STATION ON THE RIGHT.
 KV5910'
 KV5910'THE STATION IS A STANDARD PADT DISK
 KV5910'STAMPED---CHELTON HILLS 1984---,
 KV5910'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5910'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 KV5910'40.23 METERS (132.0 FT) WEST-NORTHWEST FROM THE SOUTHWEST CORNER OF
 KV5910'SCHOOL,
 KV5910'28.41 METERS (93.2 FT) WEST-SOUTHWEST FROM THE NORTHWEST CORNER OF
 KV5910'SCHOOL,
 KV5910'21.34 METERS (70.0 FT) SOUTHWEST FROM A 30 INCH DIAMETER MAPLE TREE,
 KV5910'16.92 METERS (55.5 FT) SOUTH-SOUTHEAST FROM THE SOUTHERN CURB OF
 KV5910'WASHINGTON LANE, AND
 KV5910'10.82 METERS (35.5 FT) SOUTH-SOUTHEAST FROM A CHAIN LINK FENCE.
 KV5910'THE UNDERGROUND MARK IS A STANDARD PADT DISK
 KV5910'STAMPED---CHELTEN HILLS 1984---,
 KV5910'SET INTO AN IRREGULAR MASS OF CONCRETE 1.07 METERS BELOW THE SURFACE.
 KV5910'
 KV5910'REFERENCE MARK NO. 2 IS A STANDARD PADT DISK
 KV5910'STAMPED---CHELTEN HILLS NO.2 1984---,
 KV5910'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5910'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 KV5910'43.74 METERS (143.5 FT) WEST-NORTHWEST FROM THE NORTHWEST CORNER OF
 KV5910'THE SCHOOL,
 KV5910'33.38 METERS (109.5 FT) WEST-SOUTHWEST FROM A 30 INCH DIAMETER
 KV5910'MAPLE TREE AND
 KV5910'1.52 METERS (5.0 FT) SOUTH-SOUTHEAST FROM A CHAIN LINK FENCE.
 KV5910'MARK IS .27 METERS ABOVE THE STATION.
 KV5910'
 KV5910'REFERENCE MARK NO. 1 IS A STANDARD PADT DISK
 KV5910'STAMPED---CHELTEN HILLS NO.1 1984---,
 KV5910'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5910'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 KV5910'26.46 METERS (86.8 FT) NORTHWEST FROM THE NORTHWEST CORNER OF SCHOOL,
 KV5910'11.73 METERS (38.5 FT) WEST-NORTHWEST FROM A 30 INCH MAPLE TREE
 KV5910'AND 1.61 METERS (5.3 FT) SOUTH-SOUTHEAST FROM A CHAIN LINK FENCE.
 KV5910'MARK IS .27 METERS ABOVE THE STATION.
 KV5910'
 KV5910'AZIMUTH MARK NO. 1 IS A STANDARD PADT DISK
 KV5910'STAMPED---CHELTEN HILLS 1984---,
 KV5910'SET INTO THE TOP OF CONCRETE CURB ON THE NORTH SIDE OF WASHINGTON
 KV5910'LANE AT THE NORTHEAST CORNER OF A TEE-INTERSECTION. LOCATED
 KV5910'37.25 METERS (122.2 FT) EAST-NORTHEAST FROM A POWER POLE NUMBER 159,
 KV5910'11.40 METERS (37.4 FT) SOUTH-SOUTHEAST FROM A 14 INCH DIAMETER PINE
 KV5910'TREE, AND
 KV5910'10.49 METERS (34.4 FT) NORTHEAST FROM THE NORTHEAST TIP OF TRAFFIC
 KV5910'ISLAND.
 KV5910'TO REACH THE AZIMUTH FROM THE STATION,
 KV5910'GO SOUTHWEST FOR .4 KM (.25 MI) ON WASHINGTON LANE TO A TRAFFIC
 KV5910'LIGHT AT WISTAR DRIVE AND THE AZIMUTH MARK ON THE RIGHT.
 KV5910'
 KV5910'REFERENCE TO PHILADELPHIA CITY HALL IN BOX SCORE IS TO THE TOP OF
 KV5910'WILLIAM PENNS HAT ON THE STATUE LOCATED ABOVE THE BUILDING.
 KV5910'THE LAMOTT STANDPIPE AND THE PENN STATUE CITY HALL ARE INTENDED FOR
 KV5910'USE AS SECONDARY AZIMUTH MARKS.
 KV5910'DESCRIBED BY R. B. GROSSER.
 KV5910
 KV5910                          STATION RECOVERY (2001)
 KV5910
 KV5910'RECOVERY NOTE BY US POWER SQUADRON 2001 (AMR)
 KV5910'AZIMUTH MARK 5910 NO. 1  FOUND IN GOOD CONDITION. CHG DIRECTIONS /
 KV5910'THERE IS NO TRAFFIC LIGHT AT WISTAR DR. AND WASHINGTON LANE. STREET
 KV5910'WHERE THE MARK WAS FOUND IS (SHOPPERS LANE)IT HAS A TRAFFIC LIGHT.
 KV5910'THE REFERENCE NUMBER ON POWER POLE 159 THE NUMBER 5 IS MISSING (1-9)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6110 ***********************************************************************
 KV6110  DESIGNATION -  CHELTEN HILLS AZ MK
 KV6110  PID         -  KV6110
 KV6110  STATE/COUNTY-  PA/MONTGOMERY
 KV6110  USGS QUAD   -  GERMANTOWN (1997)
 KV6110
 KV6110                         *CURRENT SURVEY CONTROL
 KV6110  ___________________________________________________________________
 KV6110* NAD 83(1992)-  40 04 29.31633(N)    075 09 04.13144(W)     ADJUSTED  
 KV6110* NAVD 88     -        91.     (meters)     299.     (feet)  VERTCON   
 KV6110  ___________________________________________________________________
 KV6110  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 KV6110  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KV6110
 KV6110  HORZ ORDER  -  THIRD
 KV6110
 KV6110.The horizontal coordinates were established by classical geodetic methods
 KV6110.and adjusted by the National Geodetic Survey in June 2002..
 KV6110.No horizontal observational check was made to the station.
 KV6110
 KV6110.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6110
 KV6110.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6110
 KV6110.The geoid height was determined by GEOID03.
 KV6110
 KV6110;                    North         East     Units Scale Factor Converg.
 KV6110;SPC PA S     -    85,591.146   821,647.423   MT  0.99998089   +1 41 10.0
 KV6110;SPC PA S     -   280,810.28  2,695,688.25   sFT  0.99998089   +1 41 10.0
 KV6110;UTM  18      - 4,436,071.405   487,112.172   MT  0.99960204   -0 05 50.3
 KV6110
 KV6110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6110!SPC PA S     -   0.99999098  x   0.99998089  =   0.99997187
 KV6110!UTM  18      -   0.99999098  x   0.99960204  =   0.99959303
 KV6110
 KV6110                          SUPERSEDED SURVEY CONTROL
 KV6110
 KV6110  NAD 83(1996)-  40 04 29.31560(N)    075 09 04.13031(W) AD(       ) 3
 KV6110  NAD 83(1991)-  40 04 29.31331(N)    075 09 04.13364(W) AD(       ) 3
 KV6110  NAD 83(1986)-  40 04 29.31004(N)    075 09 04.13400(W) AD(       ) 3
 KV6110  NGVD 29 (02/23/90)   91.     (m)          299.     (f) VERT ANG       
 KV6110
 KV6110.Superseded values are not recommended for survey control.
 KV6110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6110.See file dsdata.txt to determine how the superseded data were derived.
 KV6110
 KV6110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8711236071(NAD 83)
 KV6110_MARKER: DZ = AZIMUTH MARK DISK
 KV6110_SETTING: 0 = UNSPECIFIED SETTING
 KV6110_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6110
 KV6110  HISTORY     - Date     Condition        Report By
 KV6110  HISTORY     - 1984     MONUMENTED       PADT
 KV6110
 KV6110                          STATION DESCRIPTION
 KV6110
 KV6110'DESCRIBED BY PA DEPT OF TRANSP 1984 (RBG)
 KV6110'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI)
 KV6110'SOUTHWEST OF JENKINTOWN,
 KV6110'1.5 KM (0.95 MI) WEST-NORTHWEST OF ELKINS PARK,
 KV6110'1.0 KM (0.6 MI) NORTHEAST OF THE PHILADELPHIA CITY LIMITS, AND
 KV6110'3.5 KM (2.1 MI) NORTH OF LASALLE COLLEGE.
 KV6110'OWNERSHIP--ROAD RIGHT OF WAY
 KV6110'
 KV6110'TO REACH THE STATION FROM THE INTERSECTION OF CHELTENHAM AVENUE AND
 KV6110'STATE ROUTE 611 (OLD YORK ROAD) ON THE NORTH SIDE OF PHILADELPHIA, GO
 KV6110'NORTHWEST FOR 1.5 KM (0.95 MI) ON CHELTENHAM AVENUE TO WASHINGTON
 KV6110'LANE,
 KV6110'TURN RIGHT AND GO NORTHEAST FOR 0.6 KM (0.37 MI) ON WASHINGTON LANE
 KV6110'TO THE TRAFFIC LIGHT AT WISTAR DRIVE AND THE STATION ON THE LEFT.
 KV6110'
 KV6110'THE STATION IS A STANDARD PADT DISK
 KV6110'STAMPED---CHELTEN HILLS 1984---,
 KV6110'SET INTO THE TOP OF CONCRETE CURB ON THE NORTH SIDE OF WASHINGTON
 KV6110'LANE AT THE NORTHEAST CORNER OF A TEE-INTERSECTION. LOCATED
 KV6110'37.25 METERS (122.2 FT) EAST-NORTHEAST FROM A POWER POLE NUMBER 159,
 KV6110'11.40 METERS (37.4 FT) SOUTH-SOUTHEAST FROM A 14 INCH DIAMETER PINE
 KV6110'TREE, AND
 KV6110'10.49 METERS (34.4 FT) NORTHEAST FROM THE NORTHEAST TIP OF TRAFFIC
 KV6110'ISLAND.
 KV6110'
 KV6110'DESCRIBED BY B. I. WILLIAMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV7090 ***********************************************************************
 KV7090  DESIGNATION -  CHEROKEE
 KV7090  PID         -  KV7090
 KV7090  STATE/COUNTY-  PA/PHILADELPHIA
 KV7090  USGS QUAD   -  GERMANTOWN (1997)
 KV7090
 KV7090                         *CURRENT SURVEY CONTROL
 KV7090  ___________________________________________________________________
 KV7090* NAD 83(1996)-  40 03 52.71428(N)    075 13 00.52454(W)     ADJUSTED  
 KV7090* NAVD 88     -        99.3    (meters)     326.     (feet)  GPS OBS   
 KV7090  ___________________________________________________________________
 KV7090  X           -   1,247,268.174 (meters)                     COMP
 KV7090  Y           -  -4,726,335.585 (meters)                     COMP
 KV7090  Z           -   4,083,523.876 (meters)                     COMP
 KV7090  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 KV7090  ELLIP HEIGHT-          66.06  (meters)          (08/10/01) GPS OBS
 KV7090  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KV7090
 KV7090  HORZ ORDER  -  FIRST
 KV7090  ELLP ORDER  -  FOURTH    CLASS II
 KV7090
 KV7090.The horizontal coordinates were established by GPS observations
 KV7090.and adjusted by the National Geodetic Survey in May 1999..
 KV7090
 KV7090.The orthometric height was determined by GPS observations and a
 KV7090.high-resolution geoid model.
 KV7090
 KV7090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7090
 KV7090.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7090
 KV7090.The ellipsoidal height was determined by GPS observations
 KV7090.and is referenced to NAD 83.
 KV7090
 KV7090.The geoid height was determined by GEOID03.
 KV7090
 KV7090;                    North         East     Units Scale Factor Converg.
 KV7090;SPC PA S     -    84,299.976   816,081.031   MT  0.99998206   +1 38 36.7
 KV7090;SPC PA S     -   276,574.17  2,677,425.85   sFT  0.99998206   +1 38 36.7
 KV7090;UTM  18      - 4,434,954.500   481,510.417   MT  0.99960421   -0 08 22.4
 KV7090
 KV7090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7090!SPC PA S     -   0.99998964  x   0.99998206  =   0.99997170
 KV7090!UTM  18      -   0.99998964  x   0.99960421  =   0.99959385
 KV7090
 KV7090                          SUPERSEDED SURVEY CONTROL
 KV7090
 KV7090  NAD 83(1992)-  40 03 52.71392(N)    075 13 00.52466(W) AD(       ) 1
 KV7090  ELLIP H (06/28/94)   66.01   (m)                       GP(       ) 4 1
 KV7090
 KV7090.Superseded values are not recommended for survey control.
 KV7090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7090.See file dsdata.txt to determine how the superseded data were derived.
 KV7090
 KV7090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8151034955(NAD 83)
 KV7090_MARKER: DD = SURVEY DISK
 KV7090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7090_SP_SET: CONCRETE POST
 KV7090_STAMPING: CHEROKEE 1993
 KV7090_MARK LOGO: PA6540
 KV7090_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7090+STABILITY: SURFACE MOTION
 KV7090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7090+SATELLITE: SATELLITE OBSERVATIONS - 1993
 KV7090
 KV7090  HISTORY     - Date     Condition        Report By
 KV7090  HISTORY     - 1993     MONUMENTED       PA6540
 KV7090
 KV7090                          STATION DESCRIPTION
 KV7090
 KV7090'DESCRIBED BY CITY OF PHILADELPHIA PENNSYLVANIA 1993
 KV7090'THE STATION IS LOCATED IN THE 9TH WARD OF THE CITY OF PHILADELPHIA,
 KV7090'INTHE CHESTNUT HILL SECTION. THE STATION IS IN THE GRASS FOOTWAY OF
 KV7090'THE PHILADELPHIA CRICKET CLUB GOLF COURSE, AND IS 321 FT (97.8 M)
 KV7090'NORTHWARD FROM THE NORTHWEST CORNER OF THE INTERSECTION OF GLENGARRY
 KV7090'ROAD AND CHEROKEE STREET. THE MARK IS 5.4 FT (1.6 M) WEST OF THE
 KV7090'SOUTHWEST CURB LINE AND 18.6 FT (5.7 M) NORTHEAST OF A GOLF BALL
 KV7090'WASHER. THIS IS A RESIDENTIAL SECTION OF THE CITY. THE MARK IS 0.3 FT
 KV7090'(0.1 M) BELOW THE SURFACE. THE MARK IS A CITY OF PHILADELPHIA
 KV7090'HORIZONTAL CONTROL NETWORK BRASS DISC STAMPED CHEROKEE 1993.
 KV7090'TO REACH THE STATION FROM THE INTERSECTION OF NORTH BROAD STREET AND
 KV7090'GERMANTOWN AVENUE, GO NORTH ON GERMANTOWN AVENUE FOR 5.7 MI (9.2 KM)
 KV7090'TO WILLOW GROVE AVENUE. TURN LEFT ON WILLOW GROVE AVENUE AND GO TO
 KV7090'STREET MARTINS LANE. TURN RIGHT ON STREET MARTINS LANE TO GRAVERS
 KV7090'LANE. TURN LEFT ON GRAVERS LANE. GRAVERS LANE TURNS INTO AND BECOMES
 KV7090'CHEROKEE STREET IN THE MIDDLE OF A CURVE. CONTINUE ON CHEROKEE STREET
 KV7090'TO GLENGARRY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1851 ***********************************************************************
 MA1851  DESIGNATION -  CHERRY GROVE
 MA1851  PID         -  MA1851
 MA1851  STATE/COUNTY-  PA/WARREN
 MA1851  USGS QUAD   -  SHEFFIELD (1973)
 MA1851
 MA1851                         *CURRENT SURVEY CONTROL
 MA1851  ___________________________________________________________________
 MA1851* NAD 83(1992)-  41 41 13.70870(N)    079 05 31.60037(W)     ADJUSTED  
 MA1851* NAVD 88     -       619.     (meters)    2031.     (feet)  SCALED    
 MA1851  ___________________________________________________________________
 MA1851  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 MA1851  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 MA1851
 MA1851  HORZ ORDER  -  FIRST
 MA1851
 MA1851.The horizontal coordinates were established by classical geodetic methods
 MA1851.and adjusted by the National Geodetic Survey in June 2002..
 MA1851
 MA1851.The orthometric height was scaled from a topographic map.
 MA1851
 MA1851.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1851
 MA1851.The geoid height was determined by GEOID03.
 MA1851
 MA1851;                    North         East     Units Scale Factor Converg.
 MA1851;SPC PA N     -   169,721.982   488,270.121   MT  0.99996789   -0 53 16.3
 MA1851;SPC PA N     -   556,829.54  1,601,932.89   sFT  0.99996789   -0 53 16.3
 MA1851;UTM  17      - 4,616,799.360   658,781.854   MT  0.99991026   +1 16 08.9
 MA1851
 MA1851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1851!SPC PA N     -   0.99990802  x   0.99996789  =   0.99987591
 MA1851!UTM  17      -   0.99990802  x   0.99991026  =   0.99981829
 MA1851
 MA1851|---------------------------------------------------------------------|
 MA1851| PID    Reference Object                     Distance      Geod. Az  |
 MA1851|                                                           dddmmss.s |
 MA1851| CX3413 CHERRY GROVE RM 1                    22.369 METERS 11913     |
 MA1851| CX3414 CHERRY GROVE RM 2                    19.692 METERS 26237     |
 MA1851| MA1845 CLARENDON                           APPROX.12.2 KM 3322032.2 |
 MA1851| MA1850 GROVE RM                             14.910 METERS 33930     |
 MA1851|---------------------------------------------------------------------|
 MA1851
 MA1851                          SUPERSEDED SURVEY CONTROL
 MA1851
 MA1851  NAD 83(1996)-  41 41 13.70961(N)    079 05 31.60069(W) AD(       ) 1
 MA1851  NAD 83(1986)-  41 41 13.71074(N)    079 05 31.59975(W) AD(       ) 1
 MA1851  NAD 27      -  41 41 13.49094(N)    079 05 32.45213(W) AD(       ) 1
 MA1851
 MA1851.Superseded values are not recommended for survey control.
 MA1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1851.See file dsdata.txt to determine how the superseded data were derived.
 MA1851
 MA1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG5878216799(NAD 83)
 MA1851_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA1851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1851
 MA1851  HISTORY     - Date     Condition        Report By
 MA1851  HISTORY     - 1938     MONUMENTED       CGS
 MA1851
 MA1851                          STATION DESCRIPTION
 MA1851
 MA1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 MA1851'STATION IS ON A ONCE-TIMBERED RIDGE, NOW A SLASHING, WITH VERY THICK
 MA1851'BRUSH, ON PROPERTY OWNED BY CENTRAL PENNSYLVANIA LUMBER CO., ABOUT
 MA1851'0.25 MILE N OF SHEFFIELD-TIDDIOUTE STATE ROAD AT A POINT 3.7 MILES W
 MA1851'OF W END OF BRIDGE ACROSS TONNESA CREEK IN SHEFFIELD, AND 0.2
 MA1851'MILE W OF SHEFFIELD AND CHERRY GROVE TOWNSHIP LINE. MARK IS IN A 12-
 MA1851'BY 12-INCH CONCRETE BLOCK AND STAMPED CHERRY GROVE 1938.
 MA1851'
 MA1851'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 MA1851'SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 MA1851'
 MA1851'REFERENCE MARK NO. 1 IS SET IN A 12-INCH CONCRETE BLOCK SE OF STATION
 MA1851'AND IS STAMPED CHERRY GROVE 1938.  REFERENCE MARK NO. 2 IS IN A
 MA1851'12-INCH CONCRETE BLOCK W OF STATION AND IS STAMPED CHERRY GROVE 1938.
 MA1851'
 MA1851'THERE IS NOTHING SUITABLE FOR AN AZIMUTH MARK.
 MA1851'
 MA1851'TO REACH FROM JUNCTION OF ROUTES 6 AND 666, GO 0.1 MILE ON 666 TO
 MA1851'BRIDGE, TURN R ACROSS BRIDGE AND GO 0.1 MILE TO RR TRACKS, CROSS
 MA1851'TRACKS 0.1 MILE TO FORK, TAKE L FORK AND GO 3.7 MILES TO TELEPHONE
 MA1851'POLE NO. 136 ON L AND DIM TRACK ROAD TO R, TURN R AND GO 0.5 MILE
 MA1851'(KEEPING TO R AT DIM FORKS) TO STATION.
 MA1851'
 MA1851'U.S.G.S. MARK IS IN AN 8-INCH GRANITE BLOCK NNW OF STATION.
 MA1851'
 MA1851'HEIGHT OF LIGHT ABOVE STATION MARK--27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1856 ***********************************************************************
 MA1856  DESIGNATION -  CHERRY GROVE
 MA1856  PID         -  MA1856
 MA1856  STATE/COUNTY-  PA/WARREN
 MA1856  USGS QUAD   -  SHEFFIELD (1973)
 MA1856
 MA1856                         *CURRENT SURVEY CONTROL
 MA1856  ___________________________________________________________________
 MA1856* NAD 83(1992)-  41 41 14.09654(N)    079 05 31.70989(W)     ADJUSTED  
 MA1856* NAVD 88     -       619.     (meters)    2031.     (feet)  SCALED    
 MA1856  ___________________________________________________________________
 MA1856  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 MA1856  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 MA1856
 MA1856  HORZ ORDER  -  THIRD
 MA1856
 MA1856.The horizontal coordinates were established by classical geodetic methods
 MA1856.and adjusted by the National Geodetic Survey in June 2002..
 MA1856
 MA1856.The orthometric height was scaled from a topographic map.
 MA1856
 MA1856.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1856
 MA1856.The geoid height was determined by GEOID03.
 MA1856
 MA1856;                    North         East     Units Scale Factor Converg.
 MA1856;SPC PA N     -   169,733.985   488,267.773   MT  0.99996790   -0 53 16.4
 MA1856;SPC PA N     -   556,868.92  1,601,925.19   sFT  0.99996790   -0 53 16.4
 MA1856;UTM  17      - 4,616,811.266   658,779.057   MT  0.99991025   +1 16 08.8
 MA1856
 MA1856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1856!SPC PA N     -   0.99990802  x   0.99996790  =   0.99987592
 MA1856!UTM  17      -   0.99990802  x   0.99991025  =   0.99981828
 MA1856
 MA1856:                Primary Azimuth Mark                     Grid Az
 MA1856:SPC PA N     -  CLARENDON                                333 12 52.5
 MA1856:UTM  17      -  CLARENDON                                331 03 27.3
 MA1856
 MA1856|---------------------------------------------------------------------|
 MA1856| PID    Reference Object                     Distance      Geod. Az  |
 MA1856|                                                           dddmmss.s |
 MA1856| MA1845 CLARENDON                           APPROX.12.2 KM 3321936.1 |
 MA1856|---------------------------------------------------------------------|
 MA1856
 MA1856                          SUPERSEDED SURVEY CONTROL
 MA1856
 MA1856  NAD 83(1996)-  41 41 14.09726(N)    079 05 31.71017(W) AD(       ) 3
 MA1856  NAD 83(1986)-  41 41 14.09859(N)    079 05 31.70914(W) AD(       ) 3
 MA1856  NAD 27      -  41 41 13.88741(N)    079 05 32.56256(W) AD(       ) 3
 MA1856
 MA1856.Superseded values are not recommended for survey control.
 MA1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1856.See file dsdata.txt to determine how the superseded data were derived.
 MA1856
 MA1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG5877916811(NAD 83)
 MA1856_MARKER: T = CHISELED TRIANGLE
 MA1856_SETTING: 0 = UNSPECIFIED SETTING
 MA1856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1856
 MA1856  HISTORY     - Date     Condition        Report By
 MA1856  HISTORY     - 1926     MONUMENTED       USGS
 MA1856
 MA1856                          STATION DESCRIPTION
 MA1856
 MA1856'DESCRIBED BY US GEOLOGICAL SURVEY 1926
 MA1856'IN CHERRY GROVE TOWNSHIP, SITUATED ON TIMBERED RIDGE 0.25 MI N. OF
 MA1856'SHEFFIELD-TIDIOUTE PUBLIC RD., AT POINT 4.7 MI W. OF TOWN OF
 MA1856'SHEFFIELD.  STATION IS ON S. SIDE OF ARNOT RUN ABOUT 1.0 MI S. AND 2.5
 MA1856'MI E. OF VILLAGE OF CHERRY GROVE.  THE LINE BETWEEN CHERRY GROVE AND
 MA1856'SHEFFIELD TOWNSHIPS PASSES A SHORT DISTANCE E. OF STATION.  STATION
 MA1856'CAN BE EASILY REACHED BY FOLLOWING AN OLD TIMBER RD. WHICH LEAVES THE
 MA1856'SHEFFIELD-TIDIOUTE PUBLIC RD. WHERE THE TOWNSHIP LINE CROSSES AND
 MA1856'PASSES ABOUT 400 FT S. OF STATION.
 MA1856'
 MA1856'SIGNAL AND STATION MARK,  FLAG IN TOP OF TALL HEMLOCK TREE ABOUT 135
 MA1856'FT ABOVE GROUND.  TREE WAS CLEARED PART WAY UP AND A TRIANGLE CUT IN
 MA1856'FACE OF TREE AT BASE.
 MA1856'
 MA1856'NOTE, THIS STATION WAS NOT OCCUPIED BUT WAS SIGHTED CAREFULLY FROM
 MA1856'OTHER STATION AND WAS INCLUDED IN THE ADJUSTMENT.
 MA1856'
 MA1856'REFERENCE MARK, STANDARD DISK SET IN TOP OF 6- BY 8- BY 30-IN.
 MA1856'SANDSTONE IN GROUND, N 45 DEG W, AND
 MA1856'DISTANT 11 FT FROM POINT DIRECTLY UNDER SIGNAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4772 ***********************************************************************
 JV4772  DESIGNATION -  CHERRY HILL
 JV4772  PID         -  JV4772
 JV4772  STATE/COUNTY-  PA/LANCASTER
 JV4772  USGS QUAD   -  QUARRYVILLE (1992)
 JV4772
 JV4772                         *CURRENT SURVEY CONTROL
 JV4772  ___________________________________________________________________
 JV4772* NAD 83(1992)-  39 59 37.19572(N)    076 07 51.68512(W)     ADJUSTED  
 JV4772* NAVD 88     -       154.2    (meters)     506.     (feet)  VERTCON   
 JV4772  ___________________________________________________________________
 JV4772  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 JV4772  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 JV4772
 JV4772  HORZ ORDER  -  SECOND
 JV4772
 JV4772.The horizontal coordinates were established by classical geodetic methods
 JV4772.and adjusted by the National Geodetic Survey in June 2002..
 JV4772
 JV4772.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV4772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV4772
 JV4772.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4772
 JV4772.The geoid height was determined by GEOID03.
 JV4772
 JV4772;                    North         East     Units Scale Factor Converg.
 JV4772;SPC PA S     -    74,587.086   738,254.436   MT  0.99999111   +1 03 01.4
 JV4772;SPC PA S     -   244,707.80  2,422,089.76   sFT  0.99999111   +1 03 01.4
 JV4772;UTM  18      - 4,427,666.683   403,446.137   MT  0.99971477   -0 43 37.1
 JV4772
 JV4772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4772!SPC PA S     -   0.99998111  x   0.99999111  =   0.99997222
 JV4772!UTM  18      -   0.99998111  x   0.99971477  =   0.99969589
 JV4772
 JV4772|---------------------------------------------------------------------|
 JV4772| PID    Reference Object                     Distance      Geod. Az  |
 JV4772|                                                           dddmmss.s |
 JV4772| CB1079 CHERRY HILL RM 1                     23.706 METERS 11909     |
 JV4772| CB1080 CHERRY HILL RM 2                     20.041 METERS 19703     |
 JV4772| CB1078 CHERRY HILL AZ MK                                  3594033.4 |
 JV4772|---------------------------------------------------------------------|
 JV4772
 JV4772                          SUPERSEDED SURVEY CONTROL
 JV4772
 JV4772  NAD 83(1991)-  39 59 37.19481(N)    076 07 51.68681(W) AD(       ) 2
 JV4772  NAD 83(1986)-  39 59 37.18861(N)    076 07 51.68917(W) AD(       ) 2
 JV4772  NAD 27      -  39 59 36.82496(N)    076 07 52.84882(W) AD(       ) 2
 JV4772  NGVD 29 (07/19/86)  154.5    (m)          507.     (f) VERT ANG       
 JV4772
 JV4772.Superseded values are not recommended for survey control.
 JV4772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4772.See file dsdata.txt to determine how the superseded data were derived.
 JV4772
 JV4772_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK0344627667(NAD 83)
 JV4772_MARKER: DE = TRAVERSE STATION DISK
 JV4772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV4772
 JV4772  HISTORY     - Date     Condition        Report By
 JV4772  HISTORY     - 1966     MONUMENTED       CGS
 JV4772  HISTORY     - 1969     GOOD             AEROS
 JV4772  HISTORY     - 1973     SEE DESCRIPTION  NGS
 JV4772
 JV4772                          STATION DESCRIPTION
 JV4772
 JV4772'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 JV4772'THE STATION IS LOCATED ABOUT 6 MILES WEST OF GAP, 1.2 MILES SOUTH OF
 JV4772'PARADISE, 1.2 MILES SOUTH OF U. S. HIGHWAY 30 AND ON THE
 JV4772'HIGHEST POINT OF A RIDGE LOCALLY KNOWN AS CHERRY HILL. THE PROPERTY
 JV4772'IS OWNED BY MRS. REBECCA PISHER.
 JV4772'
 JV4772'TO REACH THE STATION FROM THE POST OFFICE IN PARADISE, GO WEST ON U.
 JV4772'S. HIGHWAY 30 FOR 0.2 MILE TO A CROSSROAD, TURN LEFT ON
 JV4772'PARADISE LANE AND GO SOUTH AND THEN WEST FOR 0.2 MILE TO A SIDE ROAD
 JV4772'ON THE LEFT, TURN LEFT ON CHERRY HILL RD. AND GO SOUTH FOR 0.65
 JV4772'MILE TO THE AZIMUTH MARK ON THE RIGHT, IN THE SOUTHEAST CORNER OF THE
 JV4772'YARD OF C. N. HERSHEY, CONTINUE SOUTH ON CHERRY HILL RD.
 JV4772'FOR 0.15 MILE TO A SIDE, ROAD ON THE RIGHT, TURN RIGHT ON
 JV4772'ESBENSHADE RD. AND GO WEST FOR 0.2 MILE TO A DRIVEWAY ON THE LEFT,
 JV4772'TURN LEFT ON DRIVEWAY AND GO 0.1 MILE TO A GATE AT THE
 JV4772'SOUTHEAST CORNER OF BARN, PASS THROUGH GATE AND GO 0.05 MILE TO A
 JV4772'FARM LANE AT THE SOUTHEAST CORNER OF BARN YARD, TURN LEFT IN
 JV4772'FARM LANE AND GO 0.05 MILE TO WHERE THE FARM LANE TURNS SOUTH, GO
 JV4772'SOUTH ON THE FARM LANE FOR 0.05 MILE TO TOP OF RIDGE, TURN
 JV4772'LEFT OUT THE TOP OF RIDGE FOR 0.1 MILE TO THE STATION, AT TWO HEDGE
 JV4772'TREES.
 JV4772'
 JV4772'THE STATION MARK IS 57.5 FEET NORTHWEST OF A METAL WITNESS POST, 57
 JV4772'FEET NORTH OF A WIRE FENCE AND 6 FEET EAST OF THE SOUTH TREE.
 JV4772'THE MARK IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A SQUARE
 JV4772'CONCRETE POST SET FLUSH WITH THE GROUND AND STAMPED CHERRY
 JV4772'HILL 1966.
 JV4772'
 JV4772'REFERENCE MARK NO 1 IS 43 FEET EAST OF A METAL WITNESS POST AND 1
 JV4772'FOOT NORTH OF A WIRE FENCE. THE MARK IS A STANDARD DISK
 JV4772'SET IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH WITH THE GROUND
 JV4772'AND STAMPED CHERRY HILL NO 1966.
 JV4772'
 JV4772'REFERENCE MARK NO 2 IS 47 FEET WEST OF A METAL WITNESS POST AND 1
 JV4772'FOOT NORTH OF A WIRE FENCE. THE MARK IS A STANDARD DISK
 JV4772'SET IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH WITH THE GROUND
 JV4772'AND STAMPED CHERRY HILL NO 2 1966.
 JV4772'
 JV4772'THE AZIMUTH MARK IS 16 FEET WEST OF THE APPROXIMATE CENTER OF CHERRY
 JV4772'HILL RD., 15 FEET NORTHWEST OF POWERLINE POLE NO 4675, 13
 JV4772'FEET SOUTH OF THE APPROXIMATE CENTER OF FARM DRIVE AND 1 FOOT NORTH
 JV4772'OF A WIRE FENCE. THE MARK IS A STANDARD DISK SET IN THE TOP OF
 JV4772'A SQUARE CONCRETE POST SET FLUSH WITH THE GROUND AND STAMPED CHERRY
 JV4772'HILL 1966.
 JV4772'
 JV4772'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 JV4772
 JV4772                          STATION RECOVERY (1969)
 JV4772
 JV4772'RECOVERY NOTE BY AERO SERVICE CORPORATION 1969 (OW)
 JV4772'1966 CHERRY HILL USC AND GS GOOD RECOVERED AS DESCRIBED.
 JV4772
 JV4772                          STATION RECOVERY (1973)
 JV4772
 JV4772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 JV4772'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 JV4772'A LONGER DISTANCE OF 0.03 FOOT OR 0.009 METER WAS NOTED TO
 JV4772'REFERENCE MARK ONE. A SHORTER DISTANCE OF 0.13 FOOT OR 0.038 METER
 JV4772'WAS NOTED TO REFERENCE MARK TWO. THE REASON FOR THE
 JV4772'DIFFERENCE IN DISTANCES IS NOT KNOWN. THE DIRECTION TO ALL MARKS WERE
 JV4772'WITHIN CLOSE AGREEMENT WITH THE 1966 OBSERVATIONS. THE
 JV4772'STATION MARK WAS LOWERED BELOW PLOW DEPTH AT THIS DATE AT THE
 JV4772'PROPERTY OWNERS REQUEST.
 JV4772'
 JV4772'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 JV4772'
 JV4772'THE STATION IS LOCATED ON A LOW CULTIVATED FIELD, ABOUT 1-1/2 AIRLINE
 JV4772'MILES SOUTH OF PARADISE, 1-1/2 MILES SOUTH OF U.S. HIGHWAY 30
 JV4772'AND 6 MILES WEST OF GAP. IT IS ON WHAT IS LOCALLY KNOWN AS CHERRY
 JV4772'HILL AND THE PROPERTY IS OWNED BY MR. JONAS E. FISHER AND
 JV4772'HIS RESIDENCE IS MENTIONED LATER IN THIS DESCRIPTION.
 JV4772'
 JV4772'TO REACH FROM THE POST OFFICE IN PARADISE, GO WEST ON U.S. HIGHWAY 30
 JV4772'FOR 0.2 MILE TO A CROSSROADS. TURN LEFT AND GO SOUTH ON SINGER
 JV4772'ROAD FOR 0.05 MILE TO A T-INTERSECTION. TURN RIGHT AND GO WEST ON
 JV4772'PARADISE ROAD FOR 0.15 MILE TO A SIDE ROAD LEFT. TURN LEFT
 JV4772'AND GO SOUTH ON CHERRY HILL ROAD FOR 0.75 MILE TO THE AZIMUTH MARK ON
 JV4772'THE RIGHT, JUST SOUTHEAST OF A FARM HOUSE. CONTINUE SOUTH
 JV4772'ON CHERRY HILL ROAD FOR 0.15 MILE TO A SIDE ROAD RIGHT. TURN
 JV4772'RIGHT AND GO WEST ON A PAVED ROAD FOR 0.25 MILE TO MR. FISHERS
 JV4772'HOUSE ON THE LEFT AND A FARM ROAD ON THE LEFT.  TURN LEFT
 JV4772'AND PICK WAY SOUTHEAST THROUGH FARM BUILDINGS ON A FARM ROAD FOR 0.1
 JV4772'MILE TO A GATE JUST SOUTHEAST OF THE BARN. PASS THROUGH THE
 JV4772'GATE AND GO EAST ON A FARM ROAD BETWEEN TWO FENCES FOR 0.05 MILE TO A
 JV4772'GATE. PASS THROUGH THE GATE, TURN RIGHT AND GO SOUTH
 JV4772'ACROSS A CULTIVATED FIELD FOR 0.1 MILE TO THE TOP OF THE HILL AND A
 JV4772'FENCE LINE. TURN LEFT AND GO EAST ALONG THE NORTH SIDE OF
 JV4772'THE FENCE FOR 0.1 MILE TO THE HIGHEST POINT OF THE HILL
 JV4772'AND THE STATION ON THE LEFT.
 JV4772'
 JV4772'THE STATION SURFACE DISK IS A STANDARD DISK STAMPED CHERRY HILL 1966
 JV4772'1973, SET IN THE TOP OF A 14-INCH ROUND CONCRETE MONUMENT
 JV4772'WHICH IS 18-INCHES BELOW THE SURFACE. THE SUB-SURFACE DISK IS SET IN
 JV4772'CONCRETE 40 INCHES BELOW THE SURFACE AND IT IS STAMPED
 JV4772'CHERRY HILL 1966. THEY ARE 200 YARDS WEST OF CHERRY HILL ROAD, 56.1
 JV4772'FEET NORTHWEST OF A WITNESS POST AND 55 FEET NORTH OF THE
 JV4772'FENCE LINE.
 JV4772'
 JV4772'REFERENCE MARK ONE IS A STANDARD DISK STAMPED CHERRY HILL NO 1 1966,
 JV4772'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 JV4772'PROJECTS 1-INCH. IT IS IN THE FENCE LINE AND 43 FEET EAST OF THE
 JV4772'WITNESS POST.
 JV4772'
 JV4772'REFERENCE MARK TWO IS A STANDARD DISK STAMPED CHERRY HILL NO 2 1966,
 JV4772'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 JV4772'PROJECTS 1 INCH. IT IS SET IN THE FENCE LINE AND 47 FEET WEST OF THE
 JV4772'WITNESS POST.
 JV4772'
 JV4772'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHERRY HILL 1966, SET IN
 JV4772'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 JV4772'2 INCHES BELOW THE SURFACE. IT IS 16 FEET WEST OF THE CENTER OF
 JV4772'CHERRY HILL ROAD, 15 FEET NORTHWEST OF A POWERLINE POLE
 JV4772'NUMBERED 4675, 13 FEET SOUTH OF THE CENTER OF A DRIVE LEADING TO THE
 JV4772'FARM HOUSE AND 1.5 FEET WEST OF A WITNESS POST.
 JV4772'
 JV4772'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1 MILE SOUTH OF
 JV4772'PARADISE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1819 ***********************************************************************
 LZ1819  DESIGNATION -  CHERRY SPRINGS LOT
 LZ1819  PID         -  LZ1819
 LZ1819  STATE/COUNTY-  PA/POTTER
 LZ1819  USGS QUAD   -  CHERRY SPRINGS (1994)
 LZ1819
 LZ1819                         *CURRENT SURVEY CONTROL
 LZ1819  ___________________________________________________________________
 LZ1819* NAD 83(1992)-  41 38 44.07143(N)    077 47 47.54221(W)     ADJUSTED  
 LZ1819* NAVD 88     -                                                        
 LZ1819  ___________________________________________________________________
 LZ1819  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 LZ1819  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 LZ1819
 LZ1819  HORZ ORDER  -  THIRD
 LZ1819
 LZ1819.The horizontal coordinates were established by classical geodetic methods
 LZ1819.and adjusted by the National Geodetic Survey in June 2002..
 LZ1819
 LZ1819
 LZ1819.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1819
 LZ1819.The geoid height was determined by GEOID03.
 LZ1819
 LZ1819;                    North         East     Units Scale Factor Converg.
 LZ1819;SPC PA N     -   164,240.881   596,122.981   MT  0.99996475   -0 01 50.8
 LZ1819;SPC PA N     -   538,846.96  1,955,780.15   sFT  0.99996475   -0 01 50.8
 LZ1819;UTM  18      - 4,614,204.590   267,105.552   MT  1.00026752   -1 51 33.1
 LZ1819
 LZ1819                          SUPERSEDED SURVEY CONTROL
 LZ1819
 LZ1819  NAD 83(1996)-  41 38 44.07129(N)    077 47 47.54491(W) AD(       ) 4
 LZ1819  NAD 83(1986)-  41 38 44.07092(N)    077 47 47.54315(W) AD(       ) 4
 LZ1819  NAD 27      -  41 38 43.83126(N)    077 47 48.57233(W) AD(       ) 3
 LZ1819
 LZ1819.Superseded values are not recommended for survey control.
 LZ1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1819.See file dsdata.txt to determine how the superseded data were derived.
 LZ1819
 LZ1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM6710614205(NAD 83)
 LZ1819
 LZ1819  HISTORY     - Date     Condition        Report By
 LZ1819  HISTORY     - 1967     MONUMENTED       CGS
 LZ1819
 LZ1819                          STATION DESCRIPTION
 LZ1819
 LZ1819'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 LZ1819'THE STATION IS LOCATED 6-1/2 MILES NORTHEAST OF CONRAD, 2 MILES
 LZ1819'SOUTHWEST OF MOUNT BRODHEAD.  IT HAS A STANDARD
 LZ1819'CONFIGURATION, PAINTED SILVER AND GREEN, AND IS 80 FEET HIGH.  IT IS
 LZ1819'MAINTAINED BY THE PENNSYLVANIA DEPARTMENT OF FORESTS AND
 LZ1819'WATERS.  THE INTERSECTION POINT IS THE TOP CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0729 ***********************************************************************
 KX0729  DESIGNATION -  CHEST CREEK
 KX0729  PID         -  KX0729
 KX0729  STATE/COUNTY-  PA/CLEARFIELD
 KX0729  USGS QUAD   -  WESTOVER (1994)
 KX0729
 KX0729                         *CURRENT SURVEY CONTROL
 KX0729  ___________________________________________________________________
 KX0729* NAD 83(1986)-  40 45 38.     (N)    078 40 28.     (W)     SCALED    
 KX0729* NAVD 88     -       410.651  (meters)    1347.28   (feet)  ADJUSTED  
 KX0729  ___________________________________________________________________
 KX0729  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KX0729  DYNAMIC HT  -         410.440 (meters)    1346.59  (feet)  COMP
 KX0729  MODELED GRAV-     980,097.3   (mgal)                       NAVD 88
 KX0729
 KX0729  VERT ORDER  -  SECOND    CLASS 0
 KX0729
 KX0729.The horizontal coordinates were scaled from a topographic map and have
 KX0729.an estimated accuracy of +/- 6 seconds.
 KX0729
 KX0729.The orthometric height was determined by differential leveling
 KX0729.and adjusted by the National Geodetic Survey in June 1991..
 KX0729
 KX0729.The geoid height was determined by GEOID03.
 KX0729
 KX0729.The dynamic height is computed by dividing the NAVD 88
 KX0729.geopotential number by the normal gravity value computed on the
 KX0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0729.degrees latitude (g = 980.6199 gals.).
 KX0729
 KX0729.The modeled gravity was interpolated from observed gravity values.
 KX0729
 KX0729;                    North         East    Units  Estimated Accuracy
 KX0729;SPC PA N     -    66,370.      521,940.      MT  (+/- 180 meters Scaled)
 KX0729
 KX0729                          SUPERSEDED SURVEY CONTROL
 KX0729
 KX0729  NGVD 29 (??/??/92)  410.805  (m)         1347.78   (f) ADJ UNCH    2 0
 KX0729
 KX0729.Superseded values are not recommended for survey control.
 KX0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0729.See file dsdata.txt to determine how the superseded data were derived.
 KX0729
 KX0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF962147(NAD 83)
 KX0729_MARKER: DD = SURVEY DISK
 KX0729_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0729_SP_SET: BRIDGE
 KX0729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0729
 KX0729  HISTORY     - Date     Condition        Report By
 KX0729  HISTORY     - UNK      MONUMENTED       PADT
 KX0729  HISTORY     - 1934     GOOD             NGS
 KX0729
 KX0729                          STATION DESCRIPTION
 KX0729
 KX0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KX0729'6 MI S FROM LA JOSE.
 KX0729'6.0 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM LA JOSE,
 KX0729'CLEARFIELD COUNTY, NEAR WESTOVER, 270 FEET NORTH OF THE CROSSING
 KX0729'OF STATE HIGHWAY 36, AT HIGHWAY BRIDGE 1/66+86, IN THE TOP OF THE
 KX0729'EAST END OF THE SOUTH CONCRETE ABUTMENT, 15 FEET EAST OF THE
 KX0729'CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT HIGHER THAN THE ROADWAY.
 KX0729'A PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0773 ***********************************************************************
 JU0773  DESIGNATION -  CHESTER
 JU0773  PID         -  JU0773
 JU0773  STATE/COUNTY-  PA/DELAWARE
 JU0773  USGS QUAD   -  BRIDGEPORT (1995)
 JU0773
 JU0773                         *CURRENT SURVEY CONTROL
 JU0773  ___________________________________________________________________
 JU0773* NAD 83(1986)-  39 50 52.     (N)    075 21 36.     (W)     SCALED    
 JU0773* NAVD 88     -         9.582  (meters)      31.44   (feet)  ADJUSTED  
 JU0773  ___________________________________________________________________
 JU0773  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU0773  DYNAMIC HT  -           9.577 (meters)      31.42  (feet)  COMP
 JU0773  MODELED GRAV-     980,171.4   (mgal)                       NAVD 88
 JU0773
 JU0773  VERT ORDER  -  FIRST     CLASS I
 JU0773
 JU0773.The horizontal coordinates were scaled from a topographic map and have
 JU0773.an estimated accuracy of +/- 6 seconds.
 JU0773
 JU0773.The orthometric height was determined by differential leveling
 JU0773.and adjusted by the National Geodetic Survey in June 1991..
 JU0773.WARNING-Repeat measurements at this control monument indicate possible
 JU0773.vertical movement.
 JU0773
 JU0773.The geoid height was determined by GEOID03.
 JU0773
 JU0773.The dynamic height is computed by dividing the NAVD 88
 JU0773.geopotential number by the normal gravity value computed on the
 JU0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0773.degrees latitude (g = 980.6199 gals.).
 JU0773
 JU0773.The modeled gravity was interpolated from observed gravity values.
 JU0773
 JU0773;                    North         East    Units  Estimated Accuracy
 JU0773;SPC PA S     -    59,890.      804,520.      MT  (+/- 180 meters Scaled)
 JU0773
 JU0773                          SUPERSEDED SURVEY CONTROL
 JU0773
 JU0773  NGVD 29 (??/??/??)    9.872  (m)           32.39   (f) ADJUSTED    1 1
 JU0773
 JU0773.Superseded values are not recommended for survey control.
 JU0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0773.See file dsdata.txt to determine how the superseded data were derived.
 JU0773
 JU0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK692109(NAD 83)
 JU0773_MARKER: DB = BENCH MARK DISK
 JU0773_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0773_SP_SET: STEP
 JU0773_STAMPING: 32.536 CHESTER 1931
 JU0773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0773_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0773+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2004
 JU0773
 JU0773  HISTORY     - Date     Condition        Report By
 JU0773  HISTORY     - 1931     MONUMENTED       CGS
 JU0773  HISTORY     - 1963     GOOD             CGS
 JU0773  HISTORY     - 1979     GOOD             NGS
 JU0773  HISTORY     - 1984     GOOD             USPSQD
 JU0773  HISTORY     - 19980314 GOOD             USPSQD
 JU0773  HISTORY     - 19981031 GOOD             USPSQD
 JU0773  HISTORY     - 20041229 GOOD             GEOCAC
 JU0773
 JU0773                          STATION DESCRIPTION
 JU0773
 JU0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0773'AT CHESTER.
 JU0773'AT CHESTER, ALONG MARKET STREET, AT THE SECOND BUILDING SOUTHEAST
 JU0773'OF THE INTERSECTION OF FIFTH STREET (FORMERLY OLD COURTHOUSE
 JU0773'BUILDING), SET ON TOP OF THE NORTH CORNER OF THE TOP STEP AT THE
 JU0773'NORTHWEST ENTRANCE TO THE BUILDING.
 JU0773
 JU0773                          STATION RECOVERY (1979)
 JU0773
 JU0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0773'NOTE, MARKET STREET IS NOW AVENUE OF THE STATES.
 JU0773
 JU0773                          STATION RECOVERY (1984)
 JU0773
 JU0773'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0773'RECOVERED IN GOOD CONDITION.
 JU0773
 JU0773                          STATION RECOVERY (1998)
 JU0773
 JU0773'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU0773'RECOVERED IN GOOD CONDITION.
 JU0773
 JU0773                          STATION RECOVERY (1998)
 JU0773
 JU0773'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU0773'RECOVERED IN GOOD CONDITION.
 JU0773
 JU0773                          STATION RECOVERY (2004)
 JU0773
 JU0773'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 JU0773'LOCATED AS DESCRIBED IN ENTRANCE STEP OF HISTORIC 1724 COLONIAL
 JU0773'COURTHOUSE, ACROSS STREET FROM A ONE-STORY BUILDING AT 415 AVENUE OF
 JU0773'THE STATES IN DOWNTOWN CHESTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3296 ***********************************************************************
 JU3296  DESIGNATION -  CHESTER ABERFOYLE MFG CO TANK
 JU3296  PID         -  JU3296
 JU3296  STATE/COUNTY-  PA/DELAWARE
 JU3296  USGS QUAD   -  BRIDGEPORT (1995)
 JU3296
 JU3296                         *CURRENT SURVEY CONTROL
 JU3296  ___________________________________________________________________
 JU3296* NAD 83(1992)-  39 51 05.25869(N)    075 21 05.44560(W)     ADJUSTED  
 JU3296* NAVD 88     -                                                        
 JU3296  ___________________________________________________________________
 JU3296  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 JU3296  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU3296
 JU3296  HORZ ORDER  -  THIRD
 JU3296
 JU3296.The horizontal coordinates were established by classical geodetic methods
 JU3296.and adjusted by the National Geodetic Survey in June 2002..
 JU3296
 JU3296
 JU3296.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3296
 JU3296.The geoid height was determined by GEOID03.
 JU3296
 JU3296;                    North         East     Units Scale Factor Converg.
 JU3296;SPC PA S     -    60,317.531   805,236.788   MT  1.00001381   +1 33 22.0
 JU3296;SPC PA S     -   197,891.77  2,641,847.70   sFT  1.00001381   +1 33 22.0
 JU3296;SPC NJ       -   113,370.240    77,135.540   MT  0.99996534   -0 32 44.4
 JU3296;SPC NJ       -   371,948.86    253,068.85   sFT  0.99996534   -0 32 44.4
 JU3296;UTM  18      - 4,411,330.134   469,930.037   MT  0.99961113   -0 13 30.9
 JU3296
 JU3296                          SUPERSEDED SURVEY CONTROL
 JU3296
 JU3296  NAD 83(1996)-  39 51 05.25894(N)    075 21 05.44564(W) AD(       ) 4
 JU3296  NAD 83(1991)-  39 51 05.25719(N)    075 21 05.44597(W) AD(       ) 4
 JU3296  NAD 83(1986)-  39 51 05.25239(N)    075 21 05.44994(W) AD(       ) 4
 JU3296  NAD 27      -  39 51 04.84800(N)    075 21 06.76900(W) AD(       ) 3
 JU3296
 JU3296.Superseded values are not recommended for survey control.
 JU3296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3296.See file dsdata.txt to determine how the superseded data were derived.
 JU3296
 JU3296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6993011330(NAD 83)
 JU3296_MARKER: 51 = TANK
 JU3296
 JU3296  HISTORY     - Date     Condition        Report By
 JU3296  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3296  HISTORY     - 1946     GOOD             CGS
 JU3296  HISTORY     - 1957     GOOD             CGS
 JU3296  HISTORY     - 19980415 MARK NOT FOUND   USPSQD
 JU3296  HISTORY     - 19981031 MARK NOT FOUND   USPSQD
 JU3296
 JU3296                          STATION DESCRIPTION
 JU3296
 JU3296'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3296'THIS STATION IS THE CENTER OF THE BALL ON TOP OF THE TALL BLACK WATER
 JU3296'TANK AT THE PLANT OF THE ABERFOYLE MANUFACTURING COMPANY JUST W OF
 JU3296'THIRD STREET BETWEEN MORTON AVENUE AND CALDWELL STREET, CHESTER,
 JU3296'PENNSYLVANIA.  THE TANK IS ABOUT 135 FEET HIGH.
 JU3296
 JU3296                          STATION RECOVERY (1946)
 JU3296
 JU3296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3296'STATION RECOVERED IN GOOD CONDITION.  1933 DESCRIPTION IS ADEQUATE.
 JU3296
 JU3296                          STATION RECOVERY (1957)
 JU3296
 JU3296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FBM)
 JU3296'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION COMPLETE AND
 JU3296'ADEQUATE.
 JU3296
 JU3296                          STATION RECOVERY (1998)
 JU3296
 JU3296'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3296'MARK NOT FOUND.
 JU3296
 JU3296                          STATION RECOVERY (1998)
 JU3296
 JU3296'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3301 ***********************************************************************
 JU3301  DESIGNATION -  CHESTER AMER DYE WOOD CO STACK
 JU3301  PID         -  JU3301
 JU3301  STATE/COUNTY-  PA/DELAWARE
 JU3301  USGS QUAD   -  BRIDGEPORT (1995)
 JU3301
 JU3301                         *CURRENT SURVEY CONTROL
 JU3301  ___________________________________________________________________
 JU3301* NAD 83(1992)-  39 50 12.63843(N)    075 22 19.00128(W)     ADJUSTED  
 JU3301* NAVD 88     -                                                        
 JU3301  ___________________________________________________________________
 JU3301  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 JU3301  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JU3301
 JU3301  HORZ ORDER  -  THIRD
 JU3301
 JU3301.The horizontal coordinates were established by classical geodetic methods
 JU3301.and adjusted by the National Geodetic Survey in June 2002..
 JU3301
 JU3301
 JU3301.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3301
 JU3301.The geoid height was determined by GEOID03.
 JU3301
 JU3301;                    North         East     Units Scale Factor Converg.
 JU3301;SPC PA S     -    58,647.892   803,532.548   MT  1.00001649   +1 32 34.3
 JU3301;SPC PA S     -   192,413.96  2,636,256.37   sFT  1.00001649   +1 32 34.3
 JU3301;SPC NJ       -   111,764.299    75,371.302   MT  0.99996854   -0 33 30.9
 JU3301;SPC NJ       -   366,680.04    247,280.68   sFT  0.99996854   -0 33 30.9
 JU3301;UTM  18      - 4,409,714.928   468,175.429   MT  0.99961247   -0 14 17.8
 JU3301
 JU3301                          SUPERSEDED SURVEY CONTROL
 JU3301
 JU3301  NAD 83(1996)-  39 50 12.63886(N)    075 22 19.00062(W) AD(       ) 4
 JU3301  NAD 83(1991)-  39 50 12.63680(N)    075 22 19.00135(W) AD(       ) 4
 JU3301  NAD 83(1986)-  39 50 12.63203(N)    075 22 19.00524(W) AD(       ) 4
 JU3301  NAD 27      -  39 50 12.22200(N)    075 22 20.32600(W) AD(       ) 3
 JU3301
 JU3301.Superseded values are not recommended for survey control.
 JU3301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3301.See file dsdata.txt to determine how the superseded data were derived.
 JU3301
 JU3301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6817509715(NAD 83)
 JU3301_MARKER: 63 = STACK
 JU3301
 JU3301  HISTORY     - Date     Condition        Report By
 JU3301  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3301  HISTORY     - 1946     GOOD             CGS
 JU3301  HISTORY     - 19980314 MARK NOT FOUND   USPSQD
 JU3301
 JU3301                          STATION DESCRIPTION
 JU3301
 JU3301'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3301'THIS STATION IS THE CENTER OF THE LARGE DARK BRICK STACK AT THE PLANT
 JU3301'OF THE AMERICAN DYE WOOD COMPANY JUST N OF THE FOOT OF BROOMALL
 JU3301'STREET.  FROM A DISTANCE THE STACK APPEARS TO BE OCTAGONAL BUT THE
 JU3301'CROSS SECTION IS LIKE AN EIGHT POINTED STAR.  IT IS ABOUT 125
 JU3301'FT HIGH AND HAS A LARGE ROUND CORBEL AT THE TOP.  IT IS EASILY
 JU3301'RECOGNIZED BECAUSE OF ITS ODD SHAPE.
 JU3301
 JU3301                          STATION RECOVERY (1946)
 JU3301
 JU3301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3301'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 JU3301'ADEQUATE.
 JU3301
 JU3301                          STATION RECOVERY (1998)
 JU3301
 JU3301'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE6266 ***********************************************************************
 DE6266  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE6266  DESIGNATION -  CHESTER CNTY COOP CORS ARP
 DE6266  CORS_ID     -  CHES
 DE6266  PID         -  DE6266
 DE6266  STATE/COUNTY-  PA/CHESTER
 DE6266  USGS QUAD   -  WEST CHESTER (1996)
 DE6266
 DE6266                         *CURRENT SURVEY CONTROL
 DE6266  ___________________________________________________________________
 DE6266* NAD 83(CORS)-  39 57 05.92012(N)    075 36 01.15292(W)     ADJUSTED  
 DE6266* NAVD 88     -                                                        
 DE6266  ___________________________________________________________________
 DE6266  EPOCH DATE  -        2002.00
 DE6266  X           -   1,217,619.110 (meters)                     COMP
 DE6266  Y           -  -4,742,423.375 (meters)                     COMP
 DE6266  Z           -   4,073,941.431 (meters)                     COMP
 DE6266  ELLIP HEIGHT-         109.47  (meters)          (04/??/02) GPS OBS
 DE6266  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 DE6266
 DE6266  HORZ ORDER  -  SPECIAL (CORS)
 DE6266  ELLP ORDER  -  SPECIAL (CORS)
 DE6266
 DE6266.ITRF positions are available for this station.
 DE6266.The coordinates were established by GPS observations
 DE6266.and adjusted by the National Geodetic Survey in April 2002..
 DE6266.The coordinates are valid at the epoch date displayed above.
 DE6266.The epoch date for horizontal control is a decimal equivalence
 DE6266.of Year/Month/Day.
 DE6266
 DE6266
 DE6266.The PID for the CORS L1 Phase Center is DE6267.
 DE6266
 DE6266.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE6266
 DE6266.The ellipsoidal height was determined by GPS observations
 DE6266.and is referenced to NAD 83.
 DE6266
 DE6266.The geoid height was determined by GEOID03.
 DE6266
 DE6266;                    North         East     Units Scale Factor Converg.
 DE6266;SPC PA S     -    70,889.720   783,680.208   MT  0.99999719   +1 23 40.9
 DE6266;SPC PA S     -   232,577.36  2,571,124.15   sFT  0.99999719   +1 23 40.9
 DE6266
 DE6266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6266!SPC PA S     -   0.99998283  x   0.99999719  =   0.99998002
 DE6266
 DE6266                          SUPERSEDED SURVEY CONTROL
 DE6266
 DE6266.No superseded survey control is available for this station.
 DE6266
 DE6266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK4872122563(NAD 83)
 DE6266_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE6266
 DE6266                          STATION DESCRIPTION
 DE6266
 DE6266'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 DE6266'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DE6266'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DE6266'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DE6266'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DE6266'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE6267 ***********************************************************************
 DE6267  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE6267  DESIGNATION -  CHESTER CNTY COOP CORS L1 PHASE CENTER
 DE6267  CORS_ID     -  CHES
 DE6267  PID         -  DE6267
 DE6267  STATE/COUNTY-  PA/CHESTER
 DE6267  USGS QUAD   -  WEST CHESTER (1996)
 DE6267
 DE6267                         *CURRENT SURVEY CONTROL
 DE6267  ___________________________________________________________________
 DE6267* NAD 83(CORS)-  39 57 05.92013(N)    075 36 01.15290(W)     ADJUSTED  
 DE6267* NAVD 88     -                                                        
 DE6267  ___________________________________________________________________
 DE6267  EPOCH DATE  -        2002.00
 DE6267  X           -   1,217,619.124 (meters)                     COMP
 DE6267  Y           -  -4,742,423.427 (meters)                     COMP
 DE6267  Z           -   4,073,941.476 (meters)                     COMP
 DE6267  ELLIP HEIGHT-         109.54  (meters)          (04/??/02) GPS OBS
 DE6267  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 DE6267
 DE6267  HORZ ORDER  -  SPECIAL (CORS)
 DE6267  ELLP ORDER  -  SPECIAL (CORS)
 DE6267
 DE6267.ITRF positions are available for this station.
 DE6267.The coordinates were established by GPS observations
 DE6267.and adjusted by the National Geodetic Survey in April 2002..
 DE6267.The coordinates are valid at the epoch date displayed above.
 DE6267.The epoch date for horizontal control is a decimal equivalence
 DE6267.of Year/Month/Day.
 DE6267
 DE6267
 DE6267.The PID for the CORS ARP is DE6266.
 DE6267
 DE6267.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE6267
 DE6267.The ellipsoidal height was determined by GPS observations
 DE6267.and is referenced to NAD 83.
 DE6267
 DE6267.The geoid height was determined by GEOID03.
 DE6267
 DE6267;                    North         East     Units Scale Factor Converg.
 DE6267;SPC PA S     -    70,889.721   783,680.208   MT  0.99999719   +1 23 40.9
 DE6267;SPC PA S     -   232,577.36  2,571,124.15   sFT  0.99999719   +1 23 40.9
 DE6267
 DE6267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6267!SPC PA S     -   0.99998282  x   0.99999719  =   0.99998001
 DE6267
 DE6267                          SUPERSEDED SURVEY CONTROL
 DE6267
 DE6267.No superseded survey control is available for this station.
 DE6267
 DE6267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK4872122563(NAD 83)
 DE6267_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DE6267
 DE6267                          STATION DESCRIPTION
 DE6267
 DE6267'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DE6267'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DE6267'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DE6267'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DE6267'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DE6267'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3299 ***********************************************************************
 JU3299  DESIGNATION -  CHESTER FIRST PRESB CH SPIRE
 JU3299  PID         -  JU3299
 JU3299  STATE/COUNTY-  PA/DELAWARE
 JU3299  USGS QUAD   -  BRIDGEPORT (1995)
 JU3299
 JU3299                         *CURRENT SURVEY CONTROL
 JU3299  ___________________________________________________________________
 JU3299* NAD 83(1992)-  39 51 52.21621(N)    075 22 13.71150(W)     ADJUSTED  
 JU3299* NAVD 88     -                                                        
 JU3299  ___________________________________________________________________
 JU3299  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 JU3299  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU3299
 JU3299  HORZ ORDER  -  THIRD
 JU3299
 JU3299.The horizontal coordinates were established by classical geodetic methods
 JU3299.and adjusted by the National Geodetic Survey in June 2002..
 JU3299
 JU3299
 JU3299.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3299
 JU3299.The geoid height was determined by GEOID03.
 JU3299
 JU3299;                    North         East     Units Scale Factor Converg.
 JU3299;SPC PA S     -    61,721.401   803,575.535   MT  1.00001148   +1 32 37.7
 JU3299;SPC PA S     -   202,497.63  2,636,397.40   sFT  1.00001148   +1 32 37.7
 JU3299;UTM  18      - 4,412,784.383   468,313.874   MT  0.99961236   -0 14 14.9
 JU3299
 JU3299                          SUPERSEDED SURVEY CONTROL
 JU3299
 JU3299  NAD 83(1996)-  39 51 52.21674(N)    075 22 13.71105(W) AD(       ) 4
 JU3299  NAD 83(1991)-  39 51 52.21517(N)    075 22 13.71206(W) AD(       ) 4
 JU3299  NAD 83(1986)-  39 51 52.21066(N)    075 22 13.71649(W) AD(       ) 4
 JU3299  NAD 27      -  39 51 51.80400(N)    075 22 15.03000(W) AD(       ) 3
 JU3299
 JU3299.Superseded values are not recommended for survey control.
 JU3299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3299.See file dsdata.txt to determine how the superseded data were derived.
 JU3299
 JU3299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6831412784(NAD 83)
 JU3299_MARKER: 90 = CHURCH SPIRE
 JU3299
 JU3299  HISTORY     - Date     Condition        Report By
 JU3299  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3299  HISTORY     - 1961     GOOD             CGS
 JU3299  HISTORY     - 19981031 GOOD             USPSQD
 JU3299
 JU3299                          STATION DESCRIPTION
 JU3299
 JU3299'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3299'THIS STATION IS THE FINIAL OF THE SPIRE OF THE FIRST PRESBYTERIAN
 JU3299'CHURCH ON THE N SIDE OF EDGEMONT AVENUE ABOUT MIDWAY BETWEEN
 JU3299'E TWENTY-THIRD STREET AND E TWENTY-FOURTH STREET, CHESTER,
 JU3299'PENNSYLVANIA.  THE CHURCH IS A RED-BRICK BUILDING WITH A BRICK
 JU3299'BELFRY AT THE FRONT CENTER.  A WHITE WOODEN OCTAGONAL SPIRE RISES
 JU3299'ABOUT 50 FEET ABOVE THE BELFRY.  THE LOWER PART OF THE SPIRE
 JU3299'HAS A SMALL PLATFORM AROUND IT WITH A COLLANADE CONSISTING OF EIGHT
 JU3299'COLUMNS.  AT THE TIP OF THE SPIRE IS A FINIAL WITH CARDINAL
 JU3299'DIRECTIONS POINTERS AND LETTERS, AND A ROOSTER.  THE CHURCH
 JU3299'WAS ERECTED IN 1921.
 JU3299
 JU3299                          STATION RECOVERY (1961)
 JU3299
 JU3299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3299'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 JU3299'IT WAS PREVIOUSLY DESCRIBED AS THE PRESBYTERIAN
 JU3299'CHURCH INSTEAD OF THE FIRST PRESBYTERIAN CHURCH.
 JU3299
 JU3299                          STATION RECOVERY (1998)
 JU3299
 JU3299'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3292 ***********************************************************************
 JU3292  DESIGNATION -  CHESTER FORD MOTOR CO TANK
 JU3292  PID         -  JU3292
 JU3292  STATE/COUNTY-  PA/DELAWARE
 JU3292  USGS QUAD   -  BRIDGEPORT (1995)
 JU3292
 JU3292                         *CURRENT SURVEY CONTROL
 JU3292  ___________________________________________________________________
 JU3292* NAD 83(1992)-  39 50 14.33287(N)    075 22 09.72425(W)     ADJUSTED  
 JU3292* NAVD 88     -                                                        
 JU3292  ___________________________________________________________________
 JU3292  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 JU3292  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JU3292
 JU3292  HORZ ORDER  -  THIRD
 JU3292
 JU3292.The horizontal coordinates were established by classical geodetic methods
 JU3292.and adjusted by the National Geodetic Survey in June 2002..
 JU3292
 JU3292
 JU3292.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3292
 JU3292.The geoid height was determined by GEOID03.
 JU3292
 JU3292;                    North         East     Units Scale Factor Converg.
 JU3292;SPC PA S     -    58,706.076   803,751.641   MT  1.00001640   +1 32 40.3
 JU3292;SPC PA S     -   192,604.85  2,636,975.18   sFT  1.00001640   +1 32 40.3
 JU3292;SPC NJ       -   111,814.408    75,592.371   MT  0.99996814   -0 33 25.0
 JU3292;SPC NJ       -   366,844.44    248,005.97   sFT  0.99996814   -0 33 25.0
 JU3292;UTM  18      - 4,409,766.254   468,396.136   MT  0.99961230   -0 14 11.8
 JU3292
 JU3292                          SUPERSEDED SURVEY CONTROL
 JU3292
 JU3292  NAD 83(1996)-  39 50 14.33298(N)    075 22 09.72415(W) AD(       ) 4
 JU3292  NAD 83(1991)-  39 50 14.33178(N)    075 22 09.72433(W) AD(       ) 4
 JU3292  NAD 83(1986)-  39 50 14.32585(N)    075 22 09.72825(W) AD(       ) 4
 JU3292  NAD 27      -  39 50 13.91900(N)    075 22 11.04800(W) AD(       ) 3
 JU3292
 JU3292.Superseded values are not recommended for survey control.
 JU3292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3292.See file dsdata.txt to determine how the superseded data were derived.
 JU3292
 JU3292_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6839609766(NAD 83)
 JU3292_MARKER: 51 = TANK
 JU3292
 JU3292  HISTORY     - Date     Condition        Report By
 JU3292  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3292  HISTORY     - 1946     GOOD             CGS
 JU3292  HISTORY     - 1959     GOOD             CGS
 JU3292  HISTORY     - 1975     GOOD             NGS
 JU3292  HISTORY     - 19981031 GOOD             USPSQD
 JU3292
 JU3292                          STATION DESCRIPTION
 JU3292
 JU3292'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3292'THIS STATION IS THE TIP OF THE CONICAL ROOF OF THE WATER TANK AT THE
 JU3292'PLANT OF THE FORD MOTOR COMPANY AT THE FOOT OF LLOYD STREET.
 JU3292'THE TANK IS A SILVER CYLINDRICAL STEEL TANK MOUNTED ON A CONCRETE
 JU3292'BASE ABOUT 100 FEET HIGH.  IT HAS A CONCRETE PLATFORM AROUND THE
 JU3292'BASE OF THE TANK.  IT IS LETTERED FORD IN CHARACTERISTIC FORD STYLE
 JU3292'ON N AND S SIDES.  IT IS VERY PROMINENT AND EASILY RECOGNIZED
 JU3292'FROM THE DELAWARE RIVER.
 JU3292
 JU3292                          STATION RECOVERY (1946)
 JU3292
 JU3292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3292'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 JU3292'ADEQUATE.
 JU3292
 JU3292                          STATION RECOVERY (1959)
 JU3292
 JU3292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GDB)
 JU3292'RECOVERED AS DESCRIBED.  THE PREVIOUS DESCRIPTION IS ADEQUATE.
 JU3292
 JU3292                          STATION RECOVERY (1975)
 JU3292
 JU3292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3292'THE STATION WAS RECOVERED IN ONLY FAIR CONDITION.  THE TANK NOW
 JU3292'BELONGS TO REYNOLDS ALUMINUM--THE LETTERING AS DESCRIBED BY GLA HAS
 JU3292'BEEN PAINTED OVER.
 JU3292
 JU3292                          STATION RECOVERY (1998)
 JU3292
 JU3292'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3306 ***********************************************************************
 JU3306  DESIGNATION -  CHESTER IMMACULATE HEART CH SP
 JU3306  PID         -  JU3306
 JU3306  STATE/COUNTY-  PA/DELAWARE
 JU3306  USGS QUAD   -  MARCUS HOOK (1993)
 JU3306
 JU3306                         *CURRENT SURVEY CONTROL
 JU3306  ___________________________________________________________________
 JU3306* NAD 83(1992)-  39 50 18.73550(N)    075 22 32.31428(W)     ADJUSTED  
 JU3306* NAVD 88     -                                                        
 JU3306  ___________________________________________________________________
 JU3306  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 JU3306  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JU3306
 JU3306  HORZ ORDER  -  THIRD
 JU3306
 JU3306.The horizontal coordinates were established by classical geodetic methods
 JU3306.and adjusted by the National Geodetic Survey in June 2002..
 JU3306
 JU3306
 JU3306.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3306
 JU3306.The geoid height was determined by GEOID03.
 JU3306
 JU3306;                    North         East     Units Scale Factor Converg.
 JU3306;SPC PA S     -    58,827.357   803,211.060   MT  1.00001618   +1 32 25.7
 JU3306;SPC PA S     -   193,002.75  2,635,201.62   sFT  1.00001618   +1 32 25.7
 JU3306;SPC NJ       -   111,955.423    75,056.626   MT  0.99996912   -0 33 39.5
 JU3306;SPC NJ       -   367,307.08    246,248.28   sFT  0.99996912   -0 33 39.5
 JU3306;UTM  18      - 4,409,904.222   467,859.802   MT  0.99961272   -0 14 26.3
 JU3306
 JU3306                          SUPERSEDED SURVEY CONTROL
 JU3306
 JU3306  NAD 83(1996)-  39 50 18.73551(N)    075 22 32.31416(W) AD(       ) 4
 JU3306  NAD 83(1991)-  39 50 18.73445(N)    075 22 32.31371(W) AD(       ) 4
 JU3306  NAD 83(1986)-  39 50 18.73031(N)    075 22 32.31492(W) AD(       ) 4
 JU3306  NAD 27      -  39 50 18.32300(N)    075 22 33.63500(W) AD(       ) 3
 JU3306
 JU3306.Superseded values are not recommended for survey control.
 JU3306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3306.See file dsdata.txt to determine how the superseded data were derived.
 JU3306
 JU3306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6786009904(NAD 83)
 JU3306_MARKER: 90 = CHURCH SPIRE
 JU3306_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3306+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2005
 JU3306
 JU3306  HISTORY     - Date     Condition        Report By
 JU3306  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3306  HISTORY     - 1946     GOOD             CGS
 JU3306  HISTORY     - 1976     GOOD             NGS
 JU3306  HISTORY     - 19980316 GOOD             USPSQD
 JU3306  HISTORY     - 19981031 GOOD             USPSQD
 JU3306  HISTORY     - 20050420 GOOD             GEOCAC
 JU3306
 JU3306                          STATION DESCRIPTION
 JU3306
 JU3306'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3306'THIS STATION IS THE CROSS ON TOP OF THE SPIRE OF THE IMMACULATE HEART
 JU3306'CATHOLIC CHURCH AT THE SW CORNER OF SECOND AND NORRIS STREETS,
 JU3306'FACING SECOND STREET.  THE CHURCH IS A RED-BRICK BUILDING WITH A
 JU3306'SQUARE BRICK BELFRY AT THE FRONT CENTER.  IT HAS AN OCTAGONAL
 JU3306'RED TILE SPIRE WITH A GOLD CROSS AT ITS TIP.
 JU3306
 JU3306                          STATION RECOVERY (1946)
 JU3306
 JU3306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3306'STATION RECOVERED IN GOOD CONDITION.  1933 DESCRIPTION IS ADEQUATE.
 JU3306
 JU3306                          STATION RECOVERY (1976)
 JU3306
 JU3306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 JU3306'THE STATION WAS RECOVERED AS DESCRIBED.  IN GOOD CONDITION.  THE
 JU3306'WHITE SPIRE IS EASILY IDENTIFIED NORTH OF THE COMMODORE BARRY
 JU3306'BRIDGE (RT. 322) IN CHESTER.
 JU3306
 JU3306                          STATION RECOVERY (1998)
 JU3306
 JU3306'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3306'RECOVERED IN GOOD CONDITION.
 JU3306
 JU3306                          STATION RECOVERY (1998)
 JU3306
 JU3306'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3306'RECOVERED IN GOOD CONDITION.
 JU3306
 JU3306                          STATION RECOVERY (2005)
 JU3306
 JU3306'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU3306'THE BUILDING IS NOW KNOWN AS THE SAINT KATHERINE DREXEL CHAPEL AND
 JU3306'EVANGELICAL CENTER.  IT IS LOCATED IN THE NORTHWEST ANGLE OF THE
 JU3306'INTERSECTION OF NORRIS STREET AND WEST SECOND STREET IN CHESTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3304 ***********************************************************************
 JU3304  DESIGNATION -  CHESTER PHILA COKE PLANT STACK
 JU3304  PID         -  JU3304
 JU3304  STATE/COUNTY-  PA/DELAWARE
 JU3304  USGS QUAD   -  MARCUS HOOK (1993)
 JU3304
 JU3304                         *CURRENT SURVEY CONTROL
 JU3304  ___________________________________________________________________
 JU3304* NAD 83(1992)-  39 49 36.94226(N)    075 23 11.37250(W)     ADJUSTED  
 JU3304* NAVD 88     -                                                        
 JU3304  ___________________________________________________________________
 JU3304  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 JU3304  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JU3304
 JU3304  HORZ ORDER  -  THIRD
 JU3304
 JU3304.The horizontal coordinates were established by classical geodetic methods
 JU3304.and adjusted by the National Geodetic Survey in June 2002..
 JU3304
 JU3304
 JU3304.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3304
 JU3304.The geoid height was determined by GEOID03.
 JU3304
 JU3304;                    North         East     Units Scale Factor Converg.
 JU3304;SPC PA S     -    57,513.898   802,317.214   MT  1.00001834   +1 32 00.3
 JU3304;SPC PA S     -   188,693.51  2,632,269.06   sFT  1.00001834   +1 32 00.3
 JU3304;SPC NJ       -   110,675.683    74,115.265   MT  0.99997087   -0 34 04.1
 JU3304;SPC NJ       -   363,108.47    243,159.83   sFT  0.99997087   -0 34 04.1
 JU3304;UTM  18      - 4,408,619.698   466,925.943   MT  0.99961347   -0 14 51.1
 JU3304
 JU3304                          SUPERSEDED SURVEY CONTROL
 JU3304
 JU3304  NAD 83(1996)-  39 49 36.94272(N)    075 23 11.37194(W) AD(       ) 4
 JU3304  NAD 83(1991)-  39 49 36.94085(N)    075 23 11.37257(W) AD(       ) 4
 JU3304  NAD 83(1986)-  39 49 36.93614(N)    075 23 11.37632(W) AD(       ) 4
 JU3304  NAD 27      -  39 49 36.52900(N)    075 23 12.69500(W) AD(       ) 3
 JU3304
 JU3304.Superseded values are not recommended for survey control.
 JU3304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3304.See file dsdata.txt to determine how the superseded data were derived.
 JU3304
 JU3304_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6692608620(NAD 83)
 JU3304_MARKER: 63 = STACK
 JU3304
 JU3304  HISTORY     - Date     Condition        Report By
 JU3304  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3304  HISTORY     - 1946     GOOD             CGS
 JU3304  HISTORY     - 19981031 MARK NOT FOUND   USPSQD
 JU3304
 JU3304                          STATION DESCRIPTION
 JU3304
 JU3304'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3304'THIS STATION IS THE CENTER OF THE STACK AT THE COKE PLANT OF THE
 JU3304'PHILADELPHIA ELECTRIC COMPANY AT THE FOOT OF HIGHLAND AVENUE AND
 JU3304'ABOUT 2 BLOCKS S OF THE PHILADELPHIA ELECTRIC COMPANY POWER PLANT.
 JU3304
 JU3304                          STATION RECOVERY (1946)
 JU3304
 JU3304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3304'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 JU3304'ADEQUATE.
 JU3304
 JU3304                          STATION RECOVERY (1998)
 JU3304
 JU3304'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3300 ***********************************************************************
 JU3300  DESIGNATION -  CHESTER PHILA G AND E STACK
 JU3300  PID         -  JU3300
 JU3300  STATE/COUNTY-  PA/DELAWARE
 JU3300  USGS QUAD   -  BRIDGEPORT (1995)
 JU3300
 JU3300                         *CURRENT SURVEY CONTROL
 JU3300  ___________________________________________________________________
 JU3300* NAD 83(1992)-  39 50 06.84743(N)    075 22 27.14781(W)     ADJUSTED  
 JU3300* NAVD 88     -                                                        
 JU3300  ___________________________________________________________________
 JU3300  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 JU3300  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JU3300
 JU3300  HORZ ORDER  -  THIRD
 JU3300
 JU3300.The horizontal coordinates were established by classical geodetic methods
 JU3300.and adjusted by the National Geodetic Survey in June 2002..
 JU3300
 JU3300
 JU3300.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3300
 JU3300.The geoid height was determined by GEOID03.
 JU3300
 JU3300;                    North         East     Units Scale Factor Converg.
 JU3300;SPC PA S     -    58,464.134   803,343.720   MT  1.00001679   +1 32 29.0
 JU3300;SPC PA S     -   191,811.08  2,635,636.85   sFT  1.00001679   +1 32 29.0
 JU3300;SPC NJ       -   111,587.598    75,175.872   MT  0.99996890   -0 33 36.1
 JU3300;SPC NJ       -   366,100.31    246,639.51   sFT  0.99996890   -0 33 36.1
 JU3300;UTM  18      - 4,409,537.200   467,981.060   MT  0.99961262   -0 14 23.0
 JU3300
 JU3300                          SUPERSEDED SURVEY CONTROL
 JU3300
 JU3300  NAD 83(1996)-  39 50 06.84781(N)    075 22 27.14721(W) AD(       ) 4
 JU3300  NAD 83(1991)-  39 50 06.84590(N)    075 22 27.14783(W) AD(       ) 4
 JU3300  NAD 83(1986)-  39 50 06.84118(N)    075 22 27.15167(W) AD(       ) 4
 JU3300  NAD 27      -  39 50 06.43300(N)    075 22 28.47200(W) AD(       ) 3
 JU3300
 JU3300.Superseded values are not recommended for survey control.
 JU3300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3300.See file dsdata.txt to determine how the superseded data were derived.
 JU3300
 JU3300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6798109537(NAD 83)
 JU3300_MARKER: 63 = STACK
 JU3300
 JU3300  HISTORY     - Date     Condition        Report By
 JU3300  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3300  HISTORY     - 1946     GOOD             CGS
 JU3300  HISTORY     - 19980314 MARK NOT FOUND   USPSQD
 JU3300
 JU3300                          STATION DESCRIPTION
 JU3300
 JU3300'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3300'THIS STATION IS THE CENTER OF THE CONCRETE STACK AT THE PLANT OF THE
 JU3300'PHILADELPHIA SUBURBAN COUNTIES GAS AND ELECTRIC COMPANY JUST SE
 JU3300'OF THE FOOT OF TILGHAM AVENUE, CHESTER.  THE STACK IS ABOUT 175 FEET
 JU3300'HIGH AND HAS INLAY WORK AT THE TOP. IT ALSO HAS IRREGULAR WHITE BANDS
 JU3300'ABOUT TWO FEET APART PROBABLY CAUSED BY CRACKS.
 JU3300
 JU3300                          STATION RECOVERY (1946)
 JU3300
 JU3300'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3300'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 JU3300'ADEQUATE.
 JU3300
 JU3300                          STATION RECOVERY (1998)
 JU3300
 JU3300'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3322 ***********************************************************************
 JU3322  DESIGNATION -  CHESTER RAD STA WEEZ CEN MAST
 JU3322  PID         -  JU3322
 JU3322  STATE/COUNTY-  PA/DELAWARE
 JU3322  USGS QUAD   -  MARCUS HOOK (1993)
 JU3322
 JU3322                         *CURRENT SURVEY CONTROL
 JU3322  ___________________________________________________________________
 JU3322* NAD 83(1992)-  39 52 19.89587(N)    075 23 05.16627(W)     ADJUSTED  
 JU3322* NAVD 88     -                                                        
 JU3322  ___________________________________________________________________
 JU3322  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 JU3322  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU3322
 JU3322  HORZ ORDER  -  THIRD
 JU3322
 JU3322.The horizontal coordinates were established by classical geodetic methods
 JU3322.and adjusted by the National Geodetic Survey in June 2002..
 JU3322
 JU3322
 JU3322.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3322
 JU3322.The geoid height was determined by GEOID03.
 JU3322
 JU3322;                    North         East     Units Scale Factor Converg.
 JU3322;SPC PA S     -    62,541.958   802,330.157   MT  1.00001012   +1 32 04.4
 JU3322;SPC PA S     -   205,189.74  2,632,311.52   sFT  1.00001012   +1 32 04.4
 JU3322;SPC NJ       -   115,699.667    74,312.569   MT  0.99997050   -0 34 02.0
 JU3322;SPC NJ       -   379,591.32    243,807.15   sFT  0.99997050   -0 34 02.0
 JU3322;SPC DE       -   207,839.646   202,728.973   MT  0.99999509   +0 01 13.6
 JU3322;SPC DE       -   681,887.24    665,119.97   sFT  0.99999509   +0 01 13.6
 JU3322;UTM  18      - 4,413,642.912   467,095.089   MT  0.99961333   -0 14 48.0
 JU3322
 JU3322                          SUPERSEDED SURVEY CONTROL
 JU3322
 JU3322  NAD 83(1996)-  39 52 19.89673(N)    075 23 05.16569(W) AD(       ) 4
 JU3322  NAD 83(1991)-  39 52 19.89496(N)    075 23 05.16668(W) AD(       ) 4
 JU3322  NAD 83(1986)-  39 52 19.89048(N)    075 23 05.17111(W) AD(       ) 4
 JU3322  NAD 27      -  39 52 19.48400(N)    075 23 06.48400(W) AD(       ) 3
 JU3322
 JU3322.Superseded values are not recommended for survey control.
 JU3322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3322.See file dsdata.txt to determine how the superseded data were derived.
 JU3322
 JU3322_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6709513643(NAD 83)
 JU3322_MARKER: 42 = RADIO/TV MAST
 JU3322
 JU3322  HISTORY     - Date     Condition        Report By
 JU3322  HISTORY     - 1961     FIRST OBSERVED   CGS
 JU3322
 JU3322                          STATION DESCRIPTION
 JU3322
 JU3322'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3322'THE STATION IS THE RED-FLASHING LIGHT AT THE APEX OF THE CENTER ONE
 JU3322'OF THREE RADIO STATION WEEZ MAST.  LOCATED ABOUT 2.0 MILES
 JU3322'SOUTH OF CHESTER.  THE STRUCTURE IS A 3-STEEL CHANNEL COLUMN LEGGED
 JU3322'STRUCTURE WHICH HAS A 20.0 FOOT BASE AND IS PAINTED
 JU3322'ALTERNATELY ORANGE AND WHITE WITH AN OVERALL HEIGHT OF APPROXIMATELY
 JU3322'263.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3297 ***********************************************************************
 JU3297  DESIGNATION -  CHESTER SCOTT PAPER CO TANK
 JU3297  PID         -  JU3297
 JU3297  STATE/COUNTY-  PA/DELAWARE
 JU3297  USGS QUAD   -  BRIDGEPORT (1995)
 JU3297
 JU3297                         *CURRENT SURVEY CONTROL
 JU3297  ___________________________________________________________________
 JU3297* NAD 83(1992)-  39 50 40.03561(N)    075 21 21.66433(W)     ADJUSTED  
 JU3297* NAVD 88     -                                                        
 JU3297  ___________________________________________________________________
 JU3297  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 JU3297  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JU3297
 JU3297  HORZ ORDER  -  THIRD
 JU3297
 JU3297.The horizontal coordinates were established by classical geodetic methods
 JU3297.and adjusted by the National Geodetic Survey in June 2002..
 JU3297
 JU3297
 JU3297.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3297
 JU3297.The geoid height was determined by GEOID03.
 JU3297
 JU3297;                    North         East     Units Scale Factor Converg.
 JU3297;SPC PA S     -    59,529.411   804,872.462   MT  1.00001509   +1 33 11.5
 JU3297;SPC PA S     -   195,306.08  2,640,652.40   sFT  1.00001509   +1 33 11.5
 JU3297;SPC NJ       -   112,596.049    76,742.575   MT  0.99996605   -0 32 54.5
 JU3297;SPC NJ       -   369,408.87    251,779.60   sFT  0.99996605   -0 32 54.5
 JU3297;UTM  18      - 4,410,554.034   469,541.545   MT  0.99961142   -0 13 41.2
 JU3297
 JU3297                          SUPERSEDED SURVEY CONTROL
 JU3297
 JU3297  NAD 83(1996)-  39 50 40.03572(N)    075 21 21.66418(W) AD(       ) 4
 JU3297  NAD 83(1991)-  39 50 40.03378(N)    075 21 21.66486(W) AD(       ) 4
 JU3297  NAD 83(1986)-  39 50 40.02908(N)    075 21 21.66858(W) AD(       ) 4
 JU3297  NAD 27      -  39 50 39.61400(N)    075 21 23.00200(W) AD(       ) 3
 JU3297
 JU3297.Superseded values are not recommended for survey control.
 JU3297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3297.See file dsdata.txt to determine how the superseded data were derived.
 JU3297
 JU3297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6954210554(NAD 83)
 JU3297_MARKER: 53 = ELEVATED TANK
 JU3297
 JU3297  HISTORY     - Date     Condition        Report By
 JU3297  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3297  HISTORY     - 1946     GOOD             CGS
 JU3297  HISTORY     - 1975     GOOD             NGS
 JU3297  HISTORY     - 19980314 MARK NOT FOUND   USPSQD
 JU3297  HISTORY     - 19981031 MARK NOT FOUND   USPSQD
 JU3297
 JU3297                          STATION DESCRIPTION
 JU3297
 JU3297'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3297'THIS STATION IS THE CENTER OF THE BALL ON TOP OF THE WATER TANK AT
 JU3297'THE SCOTT PAPER COMPANY BETWEEN THE FOOT OF WELSH STREET AND
 JU3297'MARKET STREET, CHESTER.  THE TANK IS A SQUAT TANK WITH A CONICAL TOP
 JU3297'AND IS MOUNTED ON A BRICK BASE ON TOP OF A BUILDING.  THERE IS A
 JU3297'CONCRETE PLATFORM AROUND THE BASE OF THE STEEL TANK.  THE TANK IS
 JU3297'LETTERED SCOTTISSUE IN LARGE OLD ENGLISH LETTERS ON THE E AND W
 JU3297'SIDES.  THERE IS ALSO SOME OTHER ADVERTISING MATTER IN SMALL LETTERS
 JU3297'ON THE TANK.  THE TANK IS VERY PROMINENT FROM THE DELAWARE RIVER.
 JU3297
 JU3297                          STATION RECOVERY (1946)
 JU3297
 JU3297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3297'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 JU3297'ADEQUATE.
 JU3297
 JU3297                          STATION RECOVERY (1975)
 JU3297
 JU3297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3297'THE STATION WAS RECOVERED IN GOOD CONDITION, THE TANK IS NOW PAINTED
 JU3297'WHITE AND IS LIGHTED AT NIGHT.  IT RESEMBLES A LARGE ROLL OF SCOTT
 JU3297'TISSUE ON LEGS.
 JU3297
 JU3297                          STATION RECOVERY (1998)
 JU3297
 JU3297'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3297'MARK NOT FOUND.
 JU3297
 JU3297                          STATION RECOVERY (1998)
 JU3297
 JU3297'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3327 ***********************************************************************
 JU3327  DESIGNATION -  CHESTER SEABOARD STEEL STACK
 JU3327  PID         -  JU3327
 JU3327  STATE/COUNTY-  PA/DELAWARE
 JU3327  USGS QUAD   -  MARCUS HOOK (1993)
 JU3327
 JU3327                         *CURRENT SURVEY CONTROL
 JU3327  ___________________________________________________________________
 JU3327* NAD 83(1992)-  39 49 52.65844(N)    075 22 56.99653(W)     ADJUSTED  
 JU3327* NAVD 88     -                                                        
 JU3327  ___________________________________________________________________
 JU3327  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 JU3327  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JU3327
 JU3327  HORZ ORDER  -  THIRD
 JU3327
 JU3327.The horizontal coordinates were established by classical geodetic methods
 JU3327.and adjusted by the National Geodetic Survey in June 2002..
 JU3327
 JU3327
 JU3327.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3327
 JU3327.The geoid height was determined by GEOID03.
 JU3327
 JU3327;                    North         East     Units Scale Factor Converg.
 JU3327;SPC PA S     -    58,007.608   802,645.969   MT  1.00001752   +1 32 09.7
 JU3327;SPC PA S     -   190,313.29  2,633,347.65   sFT  1.00001752   +1 32 09.7
 JU3327;SPC NJ       -   111,156.984    74,461.884   MT  0.99997022   -0 33 55.1
 JU3327;SPC NJ       -   364,687.54    244,297.03   sFT  0.99997022   -0 33 55.1
 JU3327;UTM  18      - 4,409,102.757   467,269.744   MT  0.99961319   -0 14 42.0
 JU3327
 JU3327                          SUPERSEDED SURVEY CONTROL
 JU3327
 JU3327  NAD 83(1996)-  39 49 52.65876(N)    075 22 56.99618(W) AD(       ) 4
 JU3327  NAD 83(1991)-  39 49 52.65686(N)    075 22 56.99678(W) AD(       ) 4
 JU3327  NAD 83(1986)-  39 49 52.65218(N)    075 22 57.00025(W) AD(       ) 4
 JU3327  NAD 27      -  39 49 52.24700(N)    075 22 58.31600(W) AD(       ) 3
 JU3327
 JU3327.Superseded values are not recommended for survey control.
 JU3327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3327.See file dsdata.txt to determine how the superseded data were derived.
 JU3327
 JU3327_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6727009103(NAD 83)
 JU3327_MARKER: 63 = STACK
 JU3327
 JU3327  HISTORY     - Date     Condition        Report By
 JU3327  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3327  HISTORY     - 1946     GOOD             CGS
 JU3327  HISTORY     - 19980314 MARK NOT FOUND   USPSQD
 JU3327
 JU3327                          STATION DESCRIPTION
 JU3327
 JU3327'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3327'THIS STATION IS THE CENTER OF THE RED-BRICK STACK OF THE PLANT OF THE
 JU3327'SEABOARD STEEL COMPANY AT THE FOOT OF TOWNSEND STREET AND ABOUT
 JU3327'ONE BLOCK N OF THE PHILADELPHIA ELECTRIC COMPANY POWER PLANT.  THE
 JU3327'STACK IS ABOUT 150 FEET HIGH AND HAS A SLIGHT CORBEL AT THE TOP.  IT
 JU3327'ALSO HAS ONE COURSE OF BRICKS PROJECTING ABOUT 2 INCHES FROM THE FACE
 JU3327'ABOUT 10 FEET BELOW THE TOP.
 JU3327
 JU3327                          STATION RECOVERY (1946)
 JU3327
 JU3327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3327'THIS STATION HAS BEEN DESTROYED.  PROPERTY NOW OWNED AND OCCUPIED BY
 JU3327'PENNSYLVANIA INDUSTRIAL CHEMICAL CORPORATION.  NO STACK IN
 JU3327'EXISTENCE.
 JU3327
 JU3327                          STATION RECOVERY (1998)
 JU3327
 JU3327'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3290 ***********************************************************************
 JU3290  DESIGNATION -  CHESTER SUN SHIPBUILDING STACK
 JU3290  PID         -  JU3290
 JU3290  STATE/COUNTY-  PA/DELAWARE
 JU3290  USGS QUAD   -  BRIDGEPORT (1995)
 JU3290
 JU3290                         *CURRENT SURVEY CONTROL
 JU3290  ___________________________________________________________________
 JU3290* NAD 83(1992)-  39 50 58.75995(N)    075 20 56.38932(W)     ADJUSTED  
 JU3290* NAVD 88     -                                                        
 JU3290  ___________________________________________________________________
 JU3290  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 JU3290  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU3290
 JU3290  HORZ ORDER  -  THIRD
 JU3290
 JU3290.The horizontal coordinates were established by classical geodetic methods
 JU3290.and adjusted by the National Geodetic Survey in June 2002..
 JU3290
 JU3290
 JU3290.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3290
 JU3290.The geoid height was determined by GEOID03.
 JU3290
 JU3290;                    North         East     Units Scale Factor Converg.
 JU3290;SPC PA S     -    60,123.016   805,457.445   MT  1.00001414   +1 33 27.9
 JU3290;SPC PA S     -   197,253.59  2,642,571.63   sFT  1.00001414   +1 33 27.9
 JU3290;SPC NJ       -   113,167.773    77,348.904   MT  0.99996496   -0 32 38.5
 JU3290;SPC NJ       -   371,284.60    253,768.86   sFT  0.99996496   -0 32 38.5
 JU3290;UTM  18      - 4,411,128.936   470,144.454   MT  0.99961097   -0 13 25.1
 JU3290
 JU3290                          SUPERSEDED SURVEY CONTROL
 JU3290
 JU3290  NAD 83(1996)-  39 50 58.76018(N)    075 20 56.38933(W) AD(       ) 4
 JU3290  NAD 83(1991)-  39 50 58.75843(N)    075 20 56.38964(W) AD(       ) 4
 JU3290  NAD 83(1986)-  39 50 58.75366(N)    075 20 56.39364(W) AD(       ) 4
 JU3290  NAD 27      -  39 50 58.34900(N)    075 20 57.71400(W) AD(       ) 3
 JU3290
 JU3290.Superseded values are not recommended for survey control.
 JU3290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3290.See file dsdata.txt to determine how the superseded data were derived.
 JU3290
 JU3290_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7014411129(NAD 83)
 JU3290_MARKER: 63 = STACK
 JU3290
 JU3290  HISTORY     - Date     Condition        Report By
 JU3290  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3290  HISTORY     - 1946     GOOD             CGS
 JU3290  HISTORY     - 19980316 MARK NOT FOUND   USPSQD
 JU3290
 JU3290                          STATION DESCRIPTION
 JU3290
 JU3290'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3290'THIS STATION IS THE CENTER OF THE YELLOW-BRICK STACK AT THE SUN
 JU3290'SHIPBUILDING AND DRYDOCK COMPANY BETWEEN MORTON AVENUE AND RIDLEY
 JU3290'CREEK, ON THE BANK OF THE DELAWARE RIVER.  THE STACK IS ABOUT 150
 JU3290'FEET HIGH AND PROJECTS ABOUT 50 FEET ABOVE THE SHIPYARD CRANES, ETC.
 JU3290'IT IS ABOUT OPPOSITE THE CENTER OF CHESTER ISLAND IN THE DELAWARE
 JU3290'RIVER.
 JU3290
 JU3290                          STATION RECOVERY (1946)
 JU3290
 JU3290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3290'STATION RECOVERED IN GOOD CONDITION AND IN ORIGINAL POSITION.  THE
 JU3290'1933 DESCRIPTION IS ADEQUATE.
 JU3290
 JU3290                          STATION RECOVERY (1998)
 JU3290
 JU3290'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1655 ***********************************************************************
 KX1655  DESIGNATION -  CHESTNUT
 KX1655  PID         -  KX1655
 KX1655  STATE/COUNTY-  PA/BUTLER
 KX1655  USGS QUAD   -  MOUNT CHESTNUT (1993)
 KX1655
 KX1655                         *CURRENT SURVEY CONTROL
 KX1655  ___________________________________________________________________
 KX1655* NAD 83(1992)-  40 53 11.19863(N)    079 59 20.73396(W)     ADJUSTED  
 KX1655* NAVD 88     -       407.791  (meters)    1337.89   (feet)  ADJUSTED  
 KX1655  ___________________________________________________________________
 KX1655  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 KX1655  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KX1655  DYNAMIC HT  -         407.586 (meters)    1337.22  (feet)  COMP
 KX1655  MODELED GRAV-     980,108.1   (mgal)                       NAVD 88
 KX1655
 KX1655  HORZ ORDER  -  SECOND
 KX1655  VERT ORDER  -  SECOND    CLASS 0
 KX1655
 KX1655.The horizontal coordinates were established by classical geodetic methods
 KX1655.and adjusted by the National Geodetic Survey in June 2002..
 KX1655
 KX1655.The orthometric height was determined by differential leveling
 KX1655.and adjusted by the National Geodetic Survey in June 1991..
 KX1655
 KX1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1655
 KX1655.The geoid height was determined by GEOID03.
 KX1655
 KX1655.The dynamic height is computed by dividing the NAVD 88
 KX1655.geopotential number by the normal gravity value computed on the
 KX1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1655.degrees latitude (g = 980.6199 gals.).
 KX1655
 KX1655.The modeled gravity was interpolated from observed gravity values.
 KX1655
 KX1655;                    North         East     Units Scale Factor Converg.
 KX1655;SPC PA S     -   174,845.825   411,312.977   MT  0.99998837   -1 27 09.7
 KX1655;SPC PA S     -   573,640.01  1,349,449.33   sFT  0.99998837   -1 27 09.7
 KX1655;UTM  17      - 4,526,643.209   585,165.236   MT  0.99968927   +0 39 42.3
 KX1655
 KX1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX1655!SPC PA S     -   0.99994135  x   0.99998837  =   0.99992972
 KX1655!UTM  17      -   0.99994135  x   0.99968927  =   0.99963064
 KX1655
 KX1655:                Primary Azimuth Mark                     Grid Az
 KX1655:SPC PA S     -  CHESTNUT AZ MK                           064 11 33.7
 KX1655:UTM  17      -  CHESTNUT AZ MK                           062 04 41.7
 KX1655
 KX1655|---------------------------------------------------------------------|
 KX1655| PID    Reference Object                     Distance      Geod. Az  |
 KX1655|                                                           dddmmss.s |
 KX1655| KX1654 CHESTNUT AZ MK                                     0624424.0 |
 KX1655| KX2148 BUTLER VETERANS HOSP CUPOLA         APPROX. 4.1 KM 1104429.1 |
 KX1655| KX2145 BUTLER VETERANS HOSP S TANK         APPROX. 4.4 KM 1122531.3 |
 KX1655| KX1657 CHESTNUT RM 1                        15.835 METERS 12935     |
 KX1655| KX1656 CHESTNUT RM 2                        10.876 METERS 19650     |
 KX1655|---------------------------------------------------------------------|
 KX1655
 KX1655                          SUPERSEDED SURVEY CONTROL
 KX1655
 KX1655  NAD 83(1995)-  40 53 11.20112(N)    079 59 20.73369(W) AD(       ) 2
 KX1655  NAD 83(1986)-  40 53 11.20179(N)    079 59 20.73736(W) AD(       ) 2
 KX1655  NAD 27      -  40 53 10.96846(N)    079 59 21.53133(W) AD(       ) 2
 KX1655  NGVD 29 (??/??/92)  407.925  (m)         1338.33   (f) ADJ UNCH    2 0
 KX1655
 KX1655.Superseded values are not recommended for survey control.
 KX1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1655.See file dsdata.txt to determine how the superseded data were derived.
 KX1655
 KX1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF8516526643(NAD 83)
 KX1655_MARKER: DE = TRAVERSE STATION DISK
 KX1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1655_STAMPING: CHESTNUT 1967
 KX1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1655+STABILITY: SURFACE MOTION
 KX1655
 KX1655  HISTORY     - Date     Condition        Report By
 KX1655  HISTORY     - 1967     MONUMENTED       CGS
 KX1655  HISTORY     - 1967     GOOD             CGS
 KX1655
 KX1655                          STATION DESCRIPTION
 KX1655
 KX1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX1655'THE STATION IS LOCATED ABOUT 6 MILES WEST-NORTHWEST OF BUTLER, 3
 KX1655'MILES EAST-SOUTHEAST OF PROSPECT, 0.4 MILE WEST OF MOUNT
 KX1655'CHESTNUT AND 0.2 MILE SOUTH OF U.S. HIGHWAY 422.  THE PROPERTY IS
 KX1655'OWNED BY MR. EUGENE HOFFMAN.
 KX1655'
 KX1655'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 422 AND STATE
 KX1655'HIGHWAY 8, AT THE NORTH EDGE OF BUTLER, GO WEST ON U.S. HIGHWAY
 KX1655'422 FOR 4.35 MILES TO A FORK ROAD ON THE RIGHT AND A SIDE ROAD ON THE
 KX1655'LEFT, (TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE WEST ON
 KX1655'U.S. HIGHWAY 422 FOR 0.1 MILE TO THE MARK ON THE LEFT,) TURN LEFT AND
 KX1655'GO SOUTHWEST ON WHIPPOORWILL ROAD FOR 0.35 MILE TO THE TOP OF A
 KX1655'SMALL GRADE AND A DRIVEWAY ON THE RIGHT, CONTINUE WEST FOR 100 FEET
 KX1655'TO THE STATION ON THE RIGHT.
 KX1655'
 KX1655'THE STATION MARK IS 19 FEET NORTH OF THE APPROXIMATE CENTER OF ROAD,
 KX1655'3 FEET EAST OF A METAL WITNESS POST AND 2.5 FEET EAST OF TELEPHONE
 KX1655'POLE NO. PT 15.  THE MARK IS A STANDARD TRAVERSE DISK SET IN THE TOP
 KX1655'OF A SQUARE CONCRETE POST SET FLUSH WITH THE GROUND AND IS
 KX1655'STAMPED CHESTNUT 1967.
 KX1655'
 KX1655'REFERENCE MARK NO. 1 IS 53.2 FEET SOUTHEAST OF A METAL WITNESS POST,
 KX1655'17 FEET SOUTH OF THE APPROXIMATE CENTER OF ROAD AND 1.5 FEET
 KX1655'NORTH-NORTHEAST OF A TELEPHONE POLE.  THE MARK IS A STANDARD DISK SET
 KX1655'IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH WITH THE GROUND AND
 KX1655'IS STAMPED CHESTNUT NO 1 1967.
 KX1655'
 KX1655'REFERENCE MARK NO. 2 IS 33.5 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 KX1655'POST, 18 FEET SOUTH OF THE APPROXIMATE CENTER OF THE ROAD AND 1.5
 KX1655'FEET NORTH OF TELEPHONE POLE NO. PT 15 1/2.  THE MARK IS A STANDARD
 KX1655'DISK SET IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH WITH THE
 KX1655'GROUND AND IS STAMPED CHESTNUT NO 2 1967.
 KX1655'
 KX1655'THE AZIMUTH MARK IS 84 FEET EAST-SOUTHEAST OF TELEPHONE POLE NO. J-3,
 KX1655'23 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF U.S.  HIGHWAY 422, 1.6
 KX1655'FEET SOUTH-SOUTHWEST OF THE GUARDRAIL AND 1.6 FEET WEST-NORTHWEST OF
 KX1655'A METAL WITNESS POST.  THE MARK IS A STANDARD DISK SET IN THE TOP OF
 KX1655'A SQUARE CONCRETE POST SET FLUSH WITH THE GROUND AND IS STAMPED
 KX1655'CHESTNUT 1967.
 KX1655'
 KX1655'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KX1655
 KX1655                          STATION RECOVERY (1967)
 KX1655
 KX1655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KX1655'0.4 MI SW FROM MT CHESTNUT.
 KX1655'0.4 MILE SOUTHWEST ALONG WHIPPOORWILL ROAD FROM IT JUNCTION WITH
 KX1655'U.S. HIGHWAY 422 IN MT CHESTNUT, SET IN THE TOP OF A CONCRETE
 KX1655'POST FLUSH, 51.96 FEET NORTHWEST OF RM 1, 35.69 FEET NORTH OF
 KX1655'RM 2, 19 FEET NORTH OF THE APPROXIMATE CENTER OF ROAD, 100 FEET
 KX1655'WEST OF A DRIVEWAY LEADING TO MR. EUGENE HOFFMANS HOUSE, 3 FEET
 KX1655'EAST OF A METAL WITNESS SIGN, 2.5 FEET EAST OF TELEPHONE POLE
 KX1655'NO. PT 15, AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1654 ***********************************************************************
 KX1654  DESIGNATION -  CHESTNUT AZ MK
 KX1654  PID         -  KX1654
 KX1654  STATE/COUNTY-  PA/BUTLER
 KX1654  USGS QUAD   -  MOUNT CHESTNUT (1993)
 KX1654
 KX1654                         *CURRENT SURVEY CONTROL
 KX1654  ___________________________________________________________________
 KX1654* NAD 83(1986)-  40 53 18.     (N)    079 58 59.     (W)     SCALED    
 KX1654* NAVD 88     -       408.544  (meters)    1340.36   (feet)  ADJUSTED  
 KX1654  ___________________________________________________________________
 KX1654  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KX1654  DYNAMIC HT  -         408.338 (meters)    1339.69  (feet)  COMP
 KX1654  MODELED GRAV-     980,108.3   (mgal)                       NAVD 88
 KX1654
 KX1654  VERT ORDER  -  SECOND    CLASS 0
 KX1654
 KX1654.The horizontal coordinates were scaled from a topographic map and have
 KX1654.an estimated accuracy of +/- 6 seconds.
 KX1654
 KX1654.The orthometric height was determined by differential leveling
 KX1654.and adjusted by the National Geodetic Survey in June 1991..
 KX1654
 KX1654.The geoid height was determined by GEOID03.
 KX1654
 KX1654.The dynamic height is computed by dividing the NAVD 88
 KX1654.geopotential number by the normal gravity value computed on the
 KX1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1654.degrees latitude (g = 980.6199 gals.).
 KX1654
 KX1654.The modeled gravity was interpolated from observed gravity values.
 KX1654
 KX1654;                    North         East    Units  Estimated Accuracy
 KX1654;SPC PA S     -   175,040.      411,830.      MT  (+/- 180 meters Scaled)
 KX1654
 KX1654                          SUPERSEDED SURVEY CONTROL
 KX1654
 KX1654  NGVD 29 (??/??/92)  408.678  (m)         1340.80   (f) ADJ UNCH    2 0
 KX1654
 KX1654.Superseded values are not recommended for survey control.
 KX1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1654.See file dsdata.txt to determine how the superseded data were derived.
 KX1654
 KX1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF856268(NAD 83)
 KX1654_MARKER: DZ = AZIMUTH MARK DISK
 KX1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1654_STAMPING: CHESTNUT 1967
 KX1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1654+STABILITY: SURFACE MOTION
 KX1654
 KX1654  HISTORY     - Date     Condition        Report By
 KX1654  HISTORY     - 1967     MONUMENTED       CGS
 KX1654
 KX1654                          STATION DESCRIPTION
 KX1654
 KX1654'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX1654'0.1 MI W FROM MT CHESTNUT.
 KX1654'0.1 MILE WEST ALONG U.S. HIGHWAY 422 FROM THE MAIN CROSSROAD,
 KX1654'(WHIPPOORWILL ROAD) IN MT CHESTNUT, SET IN THE TOP OF A CONCRETE
 KX1654'POST, FLUSH, 84 FEET EAST OF A TELEPHONE POLE, 23 FEET SOUTH OF
 KX1654'THE CENTERLINE OF HIGHWAY, 1.6 FEET SOUTH OF A METAL GUARD RAIL,
 KX1654'1.6 FEET WEST OF A METAL WITNESS SIGN AND IS ABOUT LEVEL WITH
 KX1654'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1945 ***********************************************************************
 KX1945  DESIGNATION -  CHESTNUT RIDGE MICROWAVE TOWER
 KX1945  PID         -  KX1945
 KX1945  STATE/COUNTY-  PA/INDIANA
 KX1945  USGS QUAD   -  BRUSH VALLEY (1981)
 KX1945
 KX1945                         *CURRENT SURVEY CONTROL
 KX1945  ___________________________________________________________________
 KX1945* NAD 83(1992)-  40 36 18.03496(N)    079 02 15.81278(W)     ADJUSTED  
 KX1945* NAVD 88     -                                                        
 KX1945  ___________________________________________________________________
 KX1945  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 KX1945  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 KX1945
 KX1945  HORZ ORDER  -  THIRD
 KX1945
 KX1945.The horizontal coordinates were established by classical geodetic methods
 KX1945.and adjusted by the National Geodetic Survey in June 2002..
 KX1945
 KX1945
 KX1945.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1945
 KX1945.The geoid height was determined by GEOID03.
 KX1945
 KX1945;                    North         East     Units Scale Factor Converg.
 KX1945;SPC PA S     -   141,996.043   491,020.637   MT  0.99996312   -0 50 07.7
 KX1945;SPC PA S     -   465,865.35  1,610,956.87   sFT  0.99996312   -0 50 07.7
 KX1945;UTM  17      - 4,496,761.553   666,016.551   MT  0.99993926   +1 16 38.7
 KX1945
 KX1945                          SUPERSEDED SURVEY CONTROL
 KX1945
 KX1945  NAD 83(1986)-  40 36 18.03952(N)    079 02 15.82094(W) AD(       ) 4
 KX1945  NAD 27      -  40 36 17.79623(N)    079 02 16.70626(W) AD(       ) 3
 KX1945
 KX1945.Superseded values are not recommended for survey control.
 KX1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1945.See file dsdata.txt to determine how the superseded data were derived.
 KX1945
 KX1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE6601796762(NAD 83)
 KX1945_MARKER: 45 = MICROWAVE TOWER
 KX1945
 KX1945  HISTORY     - Date     Condition        Report By
 KX1945  HISTORY     - 1958     FIRST OBSERVED   CGS
 KX1945  HISTORY     - 1959     GOOD             LOCSUR
 KX1945  HISTORY     - 1967     GOOD             CGS
 KX1945
 KX1945                          STATION DESCRIPTION
 KX1945
 KX1945'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX1945'AT AND T MICROWAVE TOWER ON CHESTNUT RIDGE ABOUT 6 MILES SOUTH OF
 KX1945'EAST OF INDIANA, PENNSYLVANIA AND ABOUT 620 FEET NORTHEAST
 KX1945'OF TRIANGULATION STATION MENTCH 1933. TOWER HAS A RED PULSING LIGHT
 KX1945'ON TOP.
 KX1945
 KX1945                          STATION RECOVERY (1959)
 KX1945
 KX1945'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1959 (CLP)
 KX1945'RECOVERED BY C.L. PLAYFOOT - 839 GRANT ST. INDIANA, PA.
 KX1945'
 KX1945'THE AT AND T MICROWAVE TOWER ON CHESTNUT RIDGE WAS OBSERVED INSTEAD
 KX1945'OF RADIO TOWER.
 KX1945
 KX1945                          STATION RECOVERY (1967)
 KX1945
 KX1945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX1945'STATION IS THE RED LIGHT AT THE APPROXIMATE TOP CENTER OF THE TOWER.
 KX1945'THE TOWER IS 40 FEET SQUARE AT THE BOTTOM AND ABOUT 150
 KX1945'FEET IN HEIGHT. IT IS OWNED BY THE BELL SYSTEM. IT IS LOCATED ABOUT
 KX1945'300 FEET SOUTH OF U.S. HIGHWAY 422, 6 MILES EAST OF INDIANA
 KX1945'AND ON THE NORTH SLOPE OF A TIMBERED RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2215 ***********************************************************************
 MA2215  DESIGNATION -  CHESTNUT RIDGE RELAY MAST
 MA2215  PID         -  MA2215
 MA2215  STATE/COUNTY-  PA/CLEARFIELD
 MA2215  USGS QUAD   -  THE KNOBS (1994)
 MA2215
 MA2215                         *CURRENT SURVEY CONTROL
 MA2215  ___________________________________________________________________
 MA2215* NAD 83(1992)-  41 09 49.08686(N)    078 21 20.86481(W)     ADJUSTED  
 MA2215* NAVD 88     -                                                        
 MA2215  ___________________________________________________________________
 MA2215  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 MA2215  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 MA2215
 MA2215  HORZ ORDER  -  THIRD
 MA2215
 MA2215.The horizontal coordinates were established by classical geodetic methods
 MA2215.and adjusted by the National Geodetic Survey in June 2002..
 MA2215
 MA2215
 MA2215.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2215
 MA2215.The geoid height was determined by GEOID03.
 MA2215
 MA2215;                    North         East     Units Scale Factor Converg.
 MA2215;SPC PA N     -   110,894.683   549,159.635   MT  0.99996660   -0 24 02.7
 MA2215;SPC PA N     -   363,826.97  1,801,701.24   sFT  0.99996660   -0 24 02.7
 MA2215;UTM  17      - 4,560,293.054   721,841.387   MT  1.00020573   +1 44 28.2
 MA2215
 MA2215                          SUPERSEDED SURVEY CONTROL
 MA2215
 MA2215  NAD 83(1986)-  41 09 49.08644(N)    078 21 20.86706(W) AD(       ) 4
 MA2215  NAD 27      -  41 09 48.87382(N)    078 21 21.80717(W) AD(       ) 3
 MA2215
 MA2215.Superseded values are not recommended for survey control.
 MA2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2215.See file dsdata.txt to determine how the superseded data were derived.
 MA2215
 MA2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF2184160293(NAD 83)
 MA2215
 MA2215  HISTORY     - Date     Condition        Report By
 MA2215  HISTORY     - 1968     MONUMENTED       CGS
 MA2215
 MA2215                          STATION DESCRIPTION
 MA2215
 MA2215'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA2215'THE STATION IS ABOUT 9 MILES NORTHEAST OF CLEARFIELD, 7 MILES NORTH
 MA2215'OF SHAWSVILLE, ON A LOW WOODED HILL, 500 FEET NORTH OF
 MA2215'CHESTNUT RIDGE ROAD, AND 1 MILE WEST OF KNOBS TOWER ROAD.
 MA2215'
 MA2215'IT IS A THREE LEGGED, SINGLE COLUMN, GUYED MAST, CONSTRUCTED OF
 MA2215'TUBULAR STEEL, UNPAINTED, ABOUT 85 FEET HIGH, WITH FOUR RELAY
 MA2215'DISHES.  IT IS UNLIGHTED AND THE INTERSECTION POINT IS THE TOP
 MA2215'CENTER.
 MA2215'
 MA2215'PROBABLE OWNER IS THE NY-PENN MICROWAVE CORPORATION OF CORNING, N.Y.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1657 ***********************************************************************
 KX1657  DESIGNATION -  CHESTNUT RM 1
 KX1657  PID         -  KX1657
 KX1657  STATE/COUNTY-  PA/BUTLER
 KX1657  USGS QUAD   -  MOUNT CHESTNUT (1993)
 KX1657
 KX1657                         *CURRENT SURVEY CONTROL
 KX1657  ___________________________________________________________________
 KX1657* NAD 83(1986)-  40 53 10.     (N)    079 59 20.     (W)     SCALED    
 KX1657* NAVD 88     -       407.444  (meters)    1336.76   (feet)  ADJUSTED  
 KX1657  ___________________________________________________________________
 KX1657  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KX1657  DYNAMIC HT  -         407.238 (meters)    1336.08  (feet)  COMP
 KX1657  MODELED GRAV-     980,108.1   (mgal)                       NAVD 88
 KX1657
 KX1657  VERT ORDER  -  SECOND    CLASS 0
 KX1657
 KX1657.The horizontal coordinates were scaled from a topographic map and have
 KX1657.an estimated accuracy of +/- 6 seconds.
 KX1657
 KX1657.The orthometric height was determined by differential leveling
 KX1657.and adjusted by the National Geodetic Survey in June 1991..
 KX1657
 KX1657.The geoid height was determined by GEOID03.
 KX1657
 KX1657.The dynamic height is computed by dividing the NAVD 88
 KX1657.geopotential number by the normal gravity value computed on the
 KX1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1657.degrees latitude (g = 980.6199 gals.).
 KX1657
 KX1657.The modeled gravity was interpolated from observed gravity values.
 KX1657
 KX1657;                    North         East    Units  Estimated Accuracy
 KX1657;SPC PA S     -   174,810.      411,330.      MT  (+/- 180 meters Scaled)
 KX1657
 KX1657                          SUPERSEDED SURVEY CONTROL
 KX1657
 KX1657  NGVD 29 (??/??/92)  407.578  (m)         1337.20   (f) ADJ UNCH    2 0
 KX1657
 KX1657.Superseded values are not recommended for survey control.
 KX1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1657.See file dsdata.txt to determine how the superseded data were derived.
 KX1657
 KX1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF851266(NAD 83)
 KX1657_MARKER: DR = REFERENCE MARK DISK
 KX1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1657_STAMPING: CHESTNUT NO 1 1967
 KX1657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1657+STABILITY: SURFACE MOTION
 KX1657
 KX1657  HISTORY     - Date     Condition        Report By
 KX1657  HISTORY     - 1967     MONUMENTED       CGS
 KX1657
 KX1657                          STATION DESCRIPTION
 KX1657
 KX1657'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX1657'0.4 MI SW FROM MT CHESTNUT.
 KX1657'AT THE CHESTNUT STATION SITE-- 51.96 FEET SOUTHEAST OF THE
 KX1657'STATION, 53.2 FEET SOUTHEAST OF THE METAL WITNESS SIGN, 17 FEET
 KX1657'SOUTH OF THE APPROXIMATE CENTER OF ROAD, 50.38 FEET EAST OF RM
 KX1657'2, 1.5 FEET NORTH OF A TELEPHONE POLE, SET IN THE TOP OF A
 KX1657'CONCRETE POST, FLUSH, AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1656 ***********************************************************************
 KX1656  DESIGNATION -  CHESTNUT RM 2
 KX1656  PID         -  KX1656
 KX1656  STATE/COUNTY-  PA/BUTLER
 KX1656  USGS QUAD   -  MOUNT CHESTNUT (1993)
 KX1656
 KX1656                         *CURRENT SURVEY CONTROL
 KX1656  ___________________________________________________________________
 KX1656* NAD 83(1986)-  40 53 10.     (N)    079 59 20.     (W)     SCALED    
 KX1656* NAVD 88     -       407.136  (meters)    1335.75   (feet)  ADJUSTED  
 KX1656  ___________________________________________________________________
 KX1656  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KX1656  DYNAMIC HT  -         406.931 (meters)    1335.07  (feet)  COMP
 KX1656  MODELED GRAV-     980,108.1   (mgal)                       NAVD 88
 KX1656
 KX1656  VERT ORDER  -  SECOND    CLASS 0
 KX1656
 KX1656.The horizontal coordinates were scaled from a topographic map and have
 KX1656.an estimated accuracy of +/- 6 seconds.
 KX1656
 KX1656.The orthometric height was determined by differential leveling
 KX1656.and adjusted by the National Geodetic Survey in June 1991..
 KX1656
 KX1656.The geoid height was determined by GEOID03.
 KX1656
 KX1656.The dynamic height is computed by dividing the NAVD 88
 KX1656.geopotential number by the normal gravity value computed on the
 KX1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1656.degrees latitude (g = 980.6199 gals.).
 KX1656
 KX1656.The modeled gravity was interpolated from observed gravity values.
 KX1656
 KX1656;                    North         East    Units  Estimated Accuracy
 KX1656;SPC PA S     -   174,810.      411,330.      MT  (+/- 180 meters Scaled)
 KX1656
 KX1656                          SUPERSEDED SURVEY CONTROL
 KX1656
 KX1656  NGVD 29 (??/??/92)  407.270  (m)         1336.18   (f) ADJ UNCH    2 0
 KX1656
 KX1656.Superseded values are not recommended for survey control.
 KX1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1656.See file dsdata.txt to determine how the superseded data were derived.
 KX1656
 KX1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF851266(NAD 83)
 KX1656_MARKER: DR = REFERENCE MARK DISK
 KX1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1656_STAMPING: CHESTNUT NO 2 1967
 KX1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1656+STABILITY: SURFACE MOTION
 KX1656
 KX1656  HISTORY     - Date     Condition        Report By
 KX1656  HISTORY     - 1967     MONUMENTED       CGS
 KX1656
 KX1656                          STATION DESCRIPTION
 KX1656
 KX1656'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX1656'0.4 MI SW FROM MT CHESTNUT.
 KX1656'AT THE CHESTNUT STATION SITE-- 35.69 FEET SOUTH OF THE STATION,
 KX1656'50.38 FEET WEST OF RM 1, 33.5 FEET SOUTH OF A METAL WITNESS SIGN,
 KX1656'18 FEET SOUTH OF THE APPROXIMATE CENTER OF ROAD, 1.5 FEET NORTH
 KX1656'OF TELEPHONE POLE NO. 15 1/2, SET IN THE TOP OF A CONCRETE POST,
 KX1656'FLUSH, AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3649 ***********************************************************************
 KV3649  DESIGNATION -  CHESTOCHOWA SHRINE SE CROSS
 KV3649  PID         -  KV3649
 KV3649  STATE/COUNTY-  PA/BUCKS
 KV3649  USGS QUAD   -  DOYLESTOWN (1992)
 KV3649
 KV3649                         *CURRENT SURVEY CONTROL
 KV3649  ___________________________________________________________________
 KV3649* NAD 83(1992)-  40 19 09.09058(N)    075 10 44.47871(W)     ADJUSTED  
 KV3649* NAVD 88     -                                                        
 KV3649  ___________________________________________________________________
 KV3649  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 KV3649  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KV3649
 KV3649  HORZ ORDER  -  THIRD
 KV3649
 KV3649.The horizontal coordinates were established by classical geodetic methods
 KV3649.and adjusted by the National Geodetic Survey in June 2002..
 KV3649.No horizontal observational check was made to the station.
 KV3649
 KV3649
 KV3649.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3649
 KV3649.The geoid height was determined by GEOID03.
 KV3649
 KV3649;                    North         East     Units Scale Factor Converg.
 KV3649;SPC PA S     -   112,645.011   818,480.939   MT  0.99996212   +1 40 04.9
 KV3649;SPC PA S     -   369,569.51  2,685,299.55   sFT  0.99996212   +1 40 04.9
 KV3649;UTM  18      - 4,463,200.744   484,790.133   MT  0.99960285   -0 06 57.0
 KV3649
 KV3649                          SUPERSEDED SURVEY CONTROL
 KV3649
 KV3649  NAD 83(1996)-  40 19 09.09012(N)    075 10 44.47857(W) AD(       ) 4
 KV3649  NAD 83(1986)-  40 19 09.08724(N)    075 10 44.48166(W) AD(       ) 4
 KV3649  NAD 27      -  40 19 08.70544(N)    075 10 45.85846(W) AD(       ) 3
 KV3649
 KV3649.Superseded values are not recommended for survey control.
 KV3649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3649.See file dsdata.txt to determine how the superseded data were derived.
 KV3649
 KV3649_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8479063201(NAD 83)
 KV3649_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3649+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2005
 KV3649
 KV3649  HISTORY     - Date     Condition        Report By
 KV3649  HISTORY     - 1974     FIRST OBSERVED   PHELCO
 KV3649  HISTORY     - 19991228 GOOD             USPSQD
 KV3649  HISTORY     - 20050129 GOOD             GEOCAC
 KV3649
 KV3649                          STATION DESCRIPTION
 KV3649
 KV3649'DESCRIBED BY PHILADELPHIA ELECTRIC COMPANY 1974
 KV3649'THE STATION IS LOCATED IN NEW BRITAIN TWP. APPROX. 3 MI. W.N.W. OF
 KV3649'DOYLESTOWN AND APPROX. 0.4 MI. S.W. OF N.G.S. STATION DOYLESTOWN,
 KV3649'1942, ON THE GROUNDS OF THE CHESTOCHOWA SHRINE.  THE POINT SIGHTED
 KV3649'UPON WAS THE BASE OF THE CROSS ATOP THE BELL TOWER, JUST N.E. OF,
 KV3649'AND ADJACENT TO, THE SHRINE.  IT IS THE SOUTHEASTERMOST, AND HIGHER,
 KV3649'OF TWO CROSSES, THE OTHER BEING AT THE N.W. END OF THE SHRINE.
 KV3649'
 KV3649'TO REACH THE STATION FROM THE INTERSECTION OF U.S. RTE. 202 AND
 KV3649'POORHOUSE RD. IN THE BOROUGH OF NEW BRITAIN, PROCEED N.W. ON
 KV3649'POORHOUSE RD. APPROX. 0.95 MI. TO FERRY RD.  TURN RT. AND PROCEED
 KV3649'N.E. ON FERRY RD. APPROX. 0.68 MI. TO THE ENTRANCE DRIVE TO THE
 KV3649'SHRINE, MARKED BY A SIGN.
 KV3649
 KV3649                          STATION RECOVERY (1999)
 KV3649
 KV3649'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV3649'RECOVERED IN GOOD CONDITION.
 KV3649
 KV3649                          STATION RECOVERY (2005)
 KV3649
 KV3649'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 KV3649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1885 ***********************************************************************
 MB1885  DESIGNATION -  CHICAGO NEW YORK AIRWAY BCN 40
 MB1885  PID         -  MB1885
 MB1885  STATE/COUNTY-  PA/MERCER
 MB1885  USGS QUAD   -  SANDY LAKE (1970)
 MB1885
 MB1885                         *CURRENT SURVEY CONTROL
 MB1885  ___________________________________________________________________
 MB1885* NAD 83(1992)-  41 15 13.64231(N)    080 02 42.00943(W)     ADJUSTED  
 MB1885* NAVD 88     -                                                        
 MB1885  ___________________________________________________________________
 MB1885  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 MB1885  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 MB1885
 MB1885  HORZ ORDER  -  THIRD
 MB1885
 MB1885.The horizontal coordinates were established by classical geodetic methods
 MB1885.and adjusted by the National Geodetic Survey in June 2002..
 MB1885
 MB1885
 MB1885.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1885
 MB1885.The geoid height was determined by GEOID03.
 MB1885
 MB1885;                    North         East     Units Scale Factor Converg.
 MB1885;SPC PA N     -   123,277.054   407,682.106   MT  0.99996090   -1 31 05.6
 MB1885;SPC PA N     -   404,451.47  1,337,537.04   sFT  0.99996090   -1 31 05.6
 MB1885;UTM  17      - 4,567,370.426   580,008.367   MT  0.99967878   +0 37 47.1
 MB1885
 MB1885                          SUPERSEDED SURVEY CONTROL
 MB1885
 MB1885  NAD 83(1995)-  41 15 13.64463(N)    080 02 42.01116(W) AD(       ) 4
 MB1885  NAD 83(1986)-  41 15 13.64639(N)    080 02 42.01311(W) AD(       ) 4
 MB1885  NAD 27      -  41 15 13.43600(N)    080 02 42.80200(W) AD(       ) 3
 MB1885
 MB1885.Superseded values are not recommended for survey control.
 MB1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1885.See file dsdata.txt to determine how the superseded data were derived.
 MB1885
 MB1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF8000867370(NAD 83)
 MB1885
 MB1885  HISTORY     - Date     Condition        Report By
 MB1885  HISTORY     - UNK      MONUMENTED
 MB1885  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MB1885
 MB1885                          STATION DESCRIPTION
 MB1885
 MB1885'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCE)
 MB1885'THE TOWER AND BEACON HAVE BEEN TORN DOWN AND STATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1891 ***********************************************************************
 MB1891  DESIGNATION -  CHICAGO NEW YORK AIRWAY BCN 39
 MB1891  PID         -  MB1891
 MB1891  STATE/COUNTY-  PA/MERCER
 MB1891  USGS QUAD   -  JACKSON CENTER (1970)
 MB1891
 MB1891                         *CURRENT SURVEY CONTROL
 MB1891  ___________________________________________________________________
 MB1891* NAD 83(1992)-  41 17 26.78307(N)    080 12 26.50803(W)     ADJUSTED  
 MB1891* NAVD 88     -                                                        
 MB1891  ___________________________________________________________________
 MB1891  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 MB1891  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 MB1891
 MB1891  HORZ ORDER  -  THIRD
 MB1891
 MB1891.The horizontal coordinates were established by classical geodetic methods
 MB1891.and adjusted by the National Geodetic Survey in June 2002..
 MB1891
 MB1891
 MB1891.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1891
 MB1891.The geoid height was determined by GEOID03.
 MB1891
 MB1891;                    North         East     Units Scale Factor Converg.
 MB1891;SPC PA N     -   127,755.872   394,196.561   MT  0.99995927   -1 37 32.3
 MB1891;SPC PA N     -   419,145.72  1,293,293.22   sFT  0.99995927   -1 37 32.3
 MB1891;UTM  17      - 4,571,339.393   566,368.413   MT  0.99965421   +0 31 23.0
 MB1891
 MB1891                          SUPERSEDED SURVEY CONTROL
 MB1891
 MB1891  NAD 83(1995)-  41 17 26.78473(N)    080 12 26.50958(W) AD(       ) 4
 MB1891  NAD 83(1986)-  41 17 26.78777(N)    080 12 26.51216(W) AD(       ) 4
 MB1891  NAD 27      -  41 17 26.58100(N)    080 12 27.28600(W) AD(       ) 3
 MB1891
 MB1891.Superseded values are not recommended for survey control.
 MB1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1891.See file dsdata.txt to determine how the superseded data were derived.
 MB1891
 MB1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF6636871339(NAD 83)
 MB1891
 MB1891  HISTORY     - Date     Condition        Report By
 MB1891  HISTORY     - UNK      MONUMENTED
 MB1891  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MB1891
 MB1891                          STATION DESCRIPTION
 MB1891
 MB1891'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCE)
 MB1891'THE STATION IS DESTROYED.  THE AIRPORT NO LONGER EXISTS, AND THE
 MB1891'BEACON WAS REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2266 ***********************************************************************
 MA2266  DESIGNATION -  CHICAGO NEW YORK AIRWAY BCN 47
 MA2266  PID         -  MA2266
 MA2266  STATE/COUNTY-  PA/CLEARFIELD
 MA2266  USGS QUAD   -  LUTHERSBURG (1986)
 MA2266
 MA2266                         *CURRENT SURVEY CONTROL
 MA2266  ___________________________________________________________________
 MA2266* NAD 83(1992)-  41 04 31.96281(N)    078 44 49.55354(W)     ADJUSTED  
 MA2266* NAVD 88     -                                                        
 MA2266  ___________________________________________________________________
 MA2266  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 MA2266  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 MA2266
 MA2266  HORZ ORDER  -  THIRD
 MA2266
 MA2266.The horizontal coordinates were established by classical geodetic methods
 MA2266.and adjusted by the National Geodetic Survey in June 2002..
 MA2266
 MA2266
 MA2266.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2266
 MA2266.The geoid height was determined by GEOID03.
 MA2266
 MA2266;                    North         East     Units Scale Factor Converg.
 MA2266;SPC PA N     -   101,416.556   516,208.801   MT  0.99997454   -0 39 34.6
 MA2266;SPC PA N     -   332,730.82  1,693,595.04   sFT  0.99997454   -0 39 34.6
 MA2266;UTM  17      - 4,549,588.900   689,262.744   MT  1.00004088   +1 28 50.6
 MA2266
 MA2266                          SUPERSEDED SURVEY CONTROL
 MA2266
 MA2266  NAD 83(1986)-  41 04 31.96332(N)    078 44 49.55627(W) AD(       ) 4
 MA2266  NAD 27      -  41 04 31.74100(N)    078 44 50.44700(W) AD(       ) 3
 MA2266
 MA2266.Superseded values are not recommended for survey control.
 MA2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2266.See file dsdata.txt to determine how the superseded data were derived.
 MA2266
 MA2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF8926349589(NAD 83)
 MA2266
 MA2266  HISTORY     - Date     Condition        Report By
 MA2266  HISTORY     - UNK      MONUMENTED
 MA2266  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MA2266
 MA2266                          STATION DESCRIPTION
 MA2266
 MA2266'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MA2266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2996 ***********************************************************************
 KW2996  DESIGNATION -  CHICAGO NEW YORK AIRWAY BCN 60
 KW2996  PID         -  KW2996
 KW2996  STATE/COUNTY-  PA/COLUMBIA
 KW2996  USGS QUAD   -  ASHLAND (1984)
 KW2996
 KW2996                         *CURRENT SURVEY CONTROL
 KW2996  ___________________________________________________________________
 KW2996* NAD 83(1992)-  40 51 37.19861(N)    076 18 26.02128(W)     ADJUSTED  
 KW2996* NAVD 88     -                                                        
 KW2996  ___________________________________________________________________
 KW2996  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 KW2996  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KW2996
 KW2996  HORZ ORDER  -  THIRD
 KW2996
 KW2996.The horizontal coordinates were established by classical geodetic methods
 KW2996.and adjusted by the National Geodetic Survey in June 2002..
 KW2996
 KW2996
 KW2996.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2996
 KW2996.The geoid height was determined by GEOID03.
 KW2996
 KW2996;                    North         East     Units Scale Factor Converg.
 KW2996;SPC PA N     -    78,047.652   721,638.590   MT  1.00000379   +0 57 16.0
 KW2996;SPC PA N     -   256,061.34  2,367,575.94   sFT  1.00000379   +0 57 16.0
 KW2996;SPC PA S     -   170,547.652   721,636.521   MT  0.99998501   +0 56 09.8
 KW2996;SPC PA S     -   559,538.42  2,367,569.15   sFT  0.99998501   +0 56 09.8
 KW2996;UTM  18      - 4,524,075.195   389,826.971   MT  0.99974940   -0 51 19.1
 KW2996
 KW2996                          SUPERSEDED SURVEY CONTROL
 KW2996
 KW2996  NAD 83(1986)-  40 51 37.19851(N)    076 18 26.02237(W) AD(       ) 4
 KW2996  NAD 27      -  40 51 36.87100(N)    076 18 27.21500(W) AD(       ) 3
 KW2996
 KW2996.Superseded values are not recommended for survey control.
 KW2996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2996.See file dsdata.txt to determine how the superseded data were derived.
 KW2996
 KW2996_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL8982724075(NAD 83)
 KW2996_MARKER: 22 = AIRWAY BEACON
 KW2996
 KW2996  HISTORY     - Date     Condition        Report By
 KW2996  HISTORY     - 1934     FIRST OBSERVED   CGS
 KW2996
 KW2996                          STATION DESCRIPTION
 KW2996
 KW2996'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3186 ***********************************************************************
 KW3186  DESIGNATION -  CHICAGO NEW YORK AIRWAY BCN 56
 KW3186  PID         -  KW3186
 KW3186  STATE/COUNTY-  PA/UNION
 KW3186  USGS QUAD   -  LEWISBURG (1994)
 KW3186
 KW3186                         *CURRENT SURVEY CONTROL
 KW3186  ___________________________________________________________________
 KW3186* NAD 83(1992)-  40 53 45.32238(N)    076 58 34.64127(W)     ADJUSTED  
 KW3186* NAVD 88     -                                                        
 KW3186  ___________________________________________________________________
 KW3186  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 KW3186  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 KW3186
 KW3186  HORZ ORDER  -  THIRD
 KW3186
 KW3186.The horizontal coordinates were established by classical geodetic methods
 KW3186.and adjusted by the National Geodetic Survey in June 2002..
 KW3186
 KW3186
 KW3186.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3186
 KW3186.The geoid height was determined by GEOID03.
 KW3186
 KW3186;                    North         East     Units Scale Factor Converg.
 KW3186;SPC PA N     -    81,278.019   665,197.589   MT  0.99999799   +0 30 42.6
 KW3186;SPC PA N     -   266,659.63  2,182,402.42   sFT  0.99999799   +0 30 42.6
 KW3186;SPC PA S     -   173,791.892   665,197.078   MT  0.99998964   +0 30 07.1
 KW3186;SPC PA S     -   570,182.23  2,182,400.75   sFT  0.99998964   +0 30 07.1
 KW3186;UTM  18      - 4,529,083.686   333,525.096   MT  0.99994111   -1 17 38.9
 KW3186
 KW3186                          SUPERSEDED SURVEY CONTROL
 KW3186
 KW3186  NAD 83(1986)-  40 53 45.32212(N)    076 58 34.63857(W) AD(       ) 4
 KW3186  NAD 27      -  40 53 45.00700(N)    076 58 35.71400(W) AD(       ) 3
 KW3186
 KW3186.Superseded values are not recommended for survey control.
 KW3186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3186.See file dsdata.txt to determine how the superseded data were derived.
 KW3186
 KW3186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL3352529084(NAD 83)
 KW3186_MARKER: 42 = RADIO/TV MAST
 KW3186
 KW3186  HISTORY     - Date     Condition        Report By
 KW3186  HISTORY     - 1934     FIRST OBSERVED   CGS
 KW3186
 KW3186                          STATION DESCRIPTION
 KW3186
 KW3186'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2218 ***********************************************************************
 MA2218  DESIGNATION -  CHICAGO NEW YORK AWY BCN 49B
 MA2218  PID         -  MA2218
 MA2218  STATE/COUNTY-  PA/CLEARFIELD
 MA2218  USGS QUAD   -  LECONTES MILLS (1986)
 MA2218
 MA2218                         *CURRENT SURVEY CONTROL
 MA2218  ___________________________________________________________________
 MA2218* NAD 83(1992)-  41 00 09.70148(N)    078 17 27.52960(W)     ADJUSTED  
 MA2218* NAVD 88     -                                                        
 MA2218  ___________________________________________________________________
 MA2218  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 MA2218  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 MA2218
 MA2218  HORZ ORDER  -  THIRD
 MA2218
 MA2218.The horizontal coordinates were established by classical geodetic methods
 MA2218.and adjusted by the National Geodetic Survey in June 2002..
 MA2218
 MA2218
 MA2218.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2218
 MA2218.The geoid height was determined by GEOID03.
 MA2218
 MA2218;                    North         East     Units Scale Factor Converg.
 MA2218;SPC PA N     -    92,986.166   554,487.439   MT  0.99998288   -0 21 28.4
 MA2218;SPC PA N     -   305,072.11  1,819,180.87   sFT  0.99998288   -0 21 28.4
 MA2218;UTM  17      - 4,542,591.477   727,835.379   MT  1.00023893   +1 46 41.3
 MA2218
 MA2218                          SUPERSEDED SURVEY CONTROL
 MA2218
 MA2218  NAD 83(1986)-  41 00 09.70149(N)    078 17 27.53368(W) AD(       ) 4
 MA2218  NAD 27      -  41 00 09.49622(N)    078 17 28.47866(W) AD(       ) 3
 MA2218
 MA2218.Superseded values are not recommended for survey control.
 MA2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2218.See file dsdata.txt to determine how the superseded data were derived.
 MA2218
 MA2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF2783542591(NAD 83)
 MA2218
 MA2218  HISTORY     - Date     Condition        Report By
 MA2218  HISTORY     - UNK      MONUMENTED
 MA2218  HISTORY     - 1959     SEE DESCRIPTION  CGS
 MA2218
 MA2218                          STATION DESCRIPTION
 MA2218
 MA2218'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 MA2218'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2225 ***********************************************************************
 MA2225  DESIGNATION -  CHICAGO NEW YORK AWY BCN 49A
 MA2225  PID         -  MA2225
 MA2225  STATE/COUNTY-  PA/CLEARFIELD
 MA2225  USGS QUAD   -  CLEARFIELD (1981)
 MA2225
 MA2225                         *CURRENT SURVEY CONTROL
 MA2225  ___________________________________________________________________
 MA2225* NAD 83(1992)-  41 00 37.24413(N)    078 25 17.79941(W)     ADJUSTED  
 MA2225* NAVD 88     -                                                        
 MA2225  ___________________________________________________________________
 MA2225  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 MA2225  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 MA2225
 MA2225  HORZ ORDER  -  THIRD
 MA2225
 MA2225.The horizontal coordinates were established by classical geodetic methods
 MA2225.and adjusted by the National Geodetic Survey in June 2002..
 MA2225
 MA2225
 MA2225.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2225
 MA2225.The geoid height was determined by GEOID03.
 MA2225
 MA2225;                    North         East     Units Scale Factor Converg.
 MA2225;SPC PA N     -    93,912.704   543,504.312   MT  0.99998193   -0 26 39.5
 MA2225;SPC PA N     -   308,111.93  1,783,147.06   sFT  0.99998193   -0 26 39.5
 MA2225;UTM  17      - 4,543,108.042   716,822.855   MT  1.00017865   +1 41 33.3
 MA2225
 MA2225                          SUPERSEDED SURVEY CONTROL
 MA2225
 MA2225  NAD 83(1986)-  41 00 37.24513(N)    078 25 17.80225(W) AD(       ) 4
 MA2225  NAD 27      -  41 00 37.03900(N)    078 25 18.72200(W) AD(       ) 3
 MA2225
 MA2225.Superseded values are not recommended for survey control.
 MA2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2225.See file dsdata.txt to determine how the superseded data were derived.
 MA2225
 MA2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF1682343108(NAD 83)
 MA2225_MARKER: 22 = AIRWAY BEACON
 MA2225
 MA2225  HISTORY     - Date     Condition        Report By
 MA2225  HISTORY     - 1933     FIRST OBSERVED   CGS
 MA2225
 MA2225                          STATION DESCRIPTION
 MA2225
 MA2225'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3147 ***********************************************************************
 KW3147  DESIGNATION -  CHICAGO NEW YORK AWY BCN 59 A
 KW3147  PID         -  KW3147
 KW3147  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW3147  USGS QUAD   -  DANVILLE (1994)
 KW3147
 KW3147                         *CURRENT SURVEY CONTROL
 KW3147  ___________________________________________________________________
 KW3147* NAD 83(1992)-  40 52 45.88434(N)    076 34 30.26313(W)     ADJUSTED  
 KW3147* NAVD 88     -                                                        
 KW3147  ___________________________________________________________________
 KW3147  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 KW3147  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 KW3147
 KW3147  HORZ ORDER  -  THIRD
 KW3147
 KW3147.The horizontal coordinates were established by classical geodetic methods
 KW3147.and adjusted by the National Geodetic Survey in June 2002..
 KW3147
 KW3147
 KW3147.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3147
 KW3147.The geoid height was determined by GEOID03.
 KW3147
 KW3147;                    North         East     Units Scale Factor Converg.
 KW3147;SPC PA N     -    79,824.993   699,029.662   MT  1.00000064   +0 46 38.1
 KW3147;SPC PA N     -   261,892.50  2,293,399.82   sFT  1.00000064   +0 46 38.1
 KW3147;UTM  18      - 4,526,564.810   367,290.379   MT  0.99981677   -1 01 51.6
 KW3147
 KW3147                          SUPERSEDED SURVEY CONTROL
 KW3147
 KW3147  NAD 83(1986)-  40 52 45.88379(N)    076 34 30.25931(W) AD(       ) 4
 KW3147  NAD 27      -  40 52 45.57500(N)    076 34 31.42600(W) AD(       ) 3
 KW3147
 KW3147.Superseded values are not recommended for survey control.
 KW3147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3147.See file dsdata.txt to determine how the superseded data were derived.
 KW3147
 KW3147_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL6729026565(NAD 83)
 KW3147_MARKER: 22 = AIRWAY BEACON
 KW3147
 KW3147  HISTORY     - Date     Condition        Report By
 KW3147  HISTORY     - 1934     FIRST OBSERVED   CGS
 KW3147  HISTORY     - 1957     GOOD             CGS
 KW3147  HISTORY     - 1958     GOOD             CGS
 KW3147
 KW3147                          STATION DESCRIPTION
 KW3147
 KW3147'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KW3147'THIS INTERSECTION STATION IS THE STANDARD ELEVATED AERONAUTICAL
 KW3147'BEACON LIGHT LOCATED ON SHAMOKIN HILL, 6-1/2 MILES SOUTHEAST OF
 KW3147'DANVILLE AND 1-3/4 MILES NORTHWEST OF ELYSBURG.
 KW3147
 KW3147                          STATION RECOVERY (1958)
 KW3147
 KW3147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WER)
 KW3147'THE STATION IS THE LIGHT ATOP THE FOUR LEGGED STEEL STRUCTURE WHICH
 KW3147'IS LOCATED APPROXIMATELY 9 MILES EAST OF SUNBURY, 6 MILES
 KW3147'NORTH-NORTHWEST OF UNIONTOWN AND 5 MILES SOUTH-SOUTHEAST OF DANVILLE.
 KW3147'
 KW3147'THE STATION IS APPROXIMATELY 50 FEET HIGH.
 KW3147'
 KW3147'NOTE- THIS BEACON WAS CALLED CHICAGO-NEW YORK AIRWAY BEACON SITE 59A
 KW3147'IN 1934.  THE BEACON WAS OBSERVED ON IN 1934 AND THE DIRECTION AND
 KW3147'GEOGRAPHIC POSITION WAS CHECKED BY THIS PARTY.  THE NAME HAS BEEN
 KW3147'CHANGED TO AIRWAY BEACON 59 AS IT IS KNOWN ON THE AERONAUTICAL CHART.
 KW3147'THE BEACON FLASHES G IN CODE.
 KW3147'
 KW3147'NOTE-THIS STATION WAS NOT VISITED BY THIS PARTY.
 KW3147'
 KW3147'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5 MILES SSE OF
 KW3147'DANVILLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1209 ***********************************************************************
 LY1209  DESIGNATION -  CHICKEN
 LY1209  PID         -  LY1209
 LY1209  STATE/COUNTY-  PA/WAYNE
 LY1209  USGS QUAD   -  STERLING (1994)
 LY1209
 LY1209                         *CURRENT SURVEY CONTROL
 LY1209  ___________________________________________________________________
 LY1209* NAD 83(1992)-  41 21 22.60418(N)    075 25 08.29183(W)     ADJUSTED  
 LY1209* NAVD 88     -       504.833  (meters)    1656.27   (feet)  ADJUSTED  
 LY1209  ___________________________________________________________________
 LY1209  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 LY1209  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 LY1209  DYNAMIC HT  -         504.604 (meters)    1655.52  (feet)  COMP
 LY1209  MODELED GRAV-     980,154.6   (mgal)                       NAVD 88
 LY1209
 LY1209  HORZ ORDER  -  SECOND
 LY1209  VERT ORDER  -  SECOND    CLASS 0
 LY1209
 LY1209.The horizontal coordinates were established by classical geodetic methods
 LY1209.and adjusted by the National Geodetic Survey in June 2002..
 LY1209
 LY1209.The orthometric height was determined by differential leveling
 LY1209.and adjusted by the National Geodetic Survey in June 1991..
 LY1209
 LY1209.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY1209
 LY1209.The geoid height was determined by GEOID03.
 LY1209
 LY1209.The dynamic height is computed by dividing the NAVD 88
 LY1209.geopotential number by the normal gravity value computed on the
 LY1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1209.degrees latitude (g = 980.6199 gals.).
 LY1209
 LY1209.The modeled gravity was interpolated from observed gravity values.
 LY1209
 LY1209;                    North         East     Units Scale Factor Converg.
 LY1209;SPC PA N     -   134,735.545   795,029.917   MT  0.99995741   +1 32 31.4
 LY1209;SPC PA N     -   442,044.87  2,608,360.65   sFT  0.99995741   +1 32 31.4
 LY1209;UTM  18      - 4,578,393.295   464,954.366   MT  0.99961511   -0 16 36.6
 LY1209
 LY1209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY1209!SPC PA N     -   0.99992577  x   0.99995741  =   0.99988318
 LY1209!UTM  18      -   0.99992577  x   0.99961511  =   0.99954091
 LY1209
 LY1209|---------------------------------------------------------------------|
 LY1209| PID    Reference Object                     Distance      Geod. Az  |
 LY1209|                                                           dddmmss.s |
 LY1209| LY2705 CHICKEN 2                            72.835 METERS 02551     |
 LY1209| LY1210 CHICKEN RM 1                         17.209 METERS 04124     |
 LY1209| LY1208 CHICKEN RM 2                          8.269 METERS 16800     |
 LY1209| LY2708 CHICKEN 1959 AZ MK                  APPROX. 1.7 KM 2274703.7 |
 LY1209|---------------------------------------------------------------------|
 LY1209
 LY1209                          SUPERSEDED SURVEY CONTROL
 LY1209
 LY1209  NAD 83(1996)-  41 21 22.60452(N)    075 25 08.29403(W) AD(       ) 2
 LY1209  NAD 83(1996)-  41 21 22.60526(N)    075 25 08.29452(W) AD(       ) 2
 LY1209  NAD 83(1986)-  41 21 22.60509(N)    075 25 08.29409(W) AD(       ) 2
 LY1209  NAD 27      -  41 21 22.30000(N)    075 25 09.62210(W) AD(       ) 2
 LY1209  NGVD 29 (??/??/92)  505.044  (m)         1656.97   (f) ADJ UNCH    2 0
 LY1209
 LY1209.Superseded values are not recommended for survey control.
 LY1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1209.See file dsdata.txt to determine how the superseded data were derived.
 LY1209
 LY1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL6495478393(NAD 83)
 LY1209_MARKER: DS = TRIANGULATION STATION DISK
 LY1209_SETTING: 80 = SET IN A BOULDER
 LY1209_SP_SET: BOULDER
 LY1209_STAMPING: CHICKEN STATION 1959
 LY1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1209+STABILITY: SURFACE MOTION
 LY1209
 LY1209  HISTORY     - Date     Condition        Report By
 LY1209  HISTORY     - 1959     MONUMENTED       CGS
 LY1209  HISTORY     - 1959     GOOD             CGS
 LY1209  HISTORY     - 1972     SEE DESCRIPTION  NGS
 LY1209  HISTORY     - 1973     SEE DESCRIPTION  BAKER
 LY1209
 LY1209                          STATION DESCRIPTION
 LY1209
 LY1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY1209'STATION IS LOCATED ON THE NORTHWEST SLOPE OF A LOW HILL, IN A PASTURE
 LY1209'LOT, NEAR A LONE PINE TREE, ABOUT 5-1/2 MILES
 LY1209'EAST-NORTHEAST OF MOSCOW, 1-3/4 MILES NORTHWEST OF STERLING, 2-1/4
 LY1209'MILES SOUTH-SOUTHEAST OF HOLLISTERVILLE AND ON PROPERTY OWNED
 LY1209'BY MR. WALTER HINDS WHO LIVES 0.03 MILE SOUTH-SOUTHEAST OF THE
 LY1209'STATION.
 LY1209'
 LY1209'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAY 196, STATE
 LY1209'ROUTE 63006 AND THE POST OFFICE IN STERLING. GO WEST AND
 LY1209'WEST-NORTHWEST ON STATE ROUTE 63006 FOR 0.55 MILE TO THE JUNCTION OF
 LY1209'STATE ROUTES 63006 AND 63004, CONTINUE STRAIGHT AHEAD,
 LY1209'NORTH-NORTHWEST, ON ROUTE 63006 FOR 0.25 MILE TO THE SUMMIT OF A
 LY1209'GRADE, THE HOME OF MR.  WALTER HINDS ON THE LEFT AND SOME
 LY1209'LARGE CHICKEN HOUSES ON THE RIGHT, CONTINUE STRAIGHT AHEAD, ON THE
 LY1209'ROUTE DOWNHILL FOR 0.03 MILE TO A PASTURE LOT AND GAP
 LY1209'IN FENCE ON THE RIGHT. TURN RIGHT, PASS THROUGH THE GAP AND GO
 LY1209'NORTHEAST, UPHILL AND ACROSS THE PASTURE LOT TO A ROW OF ROCK, A
 LY1209'LONE PINE TREE AND STATION.
 LY1209'
 LY1209'AZIMUTH MARK IS REACHED FROM THE JUNCTION OF STATE ROUTES 63006 AND
 LY1209'63004 WHICH IS MENTIONED IN THE DESCRIPTION.  GO WEST ON ROUTE
 LY1209'63004 FOR 1.1 MILE, MARK ON THE RIGHT AND ON ROAD RIGHT-OF-WAY.
 LY1209'
 LY1209'ALL MARKS ARE STANDARD DISKS, CEMENTED IN DRILL HOLES, IN THE TOP OF
 LY1209'BOULDERS.
 LY1209'
 LY1209'STATION MARK IS STAMPED CHICKEN 1959 AND THE BOULDER PROJECTS ABOUT
 LY1209'18 INCHES. IT IS ABOUT 199 FEET EAST-NORTHEAST OF STATE ROUTE
 LY1209'63006, 183 FEET NORTHEAST OF A FENCE GAP AND ENTRANCE TO PASTURE LOT
 LY1209'IN WHICH THE STATION IS ESTABLISHED, 17 FEET SOUTHWEST
 LY1209'OF A ROW OF ROCK, 40 FEET NORTH-NORTHWEST OF A ROCK FENCE LINE, 53
 LY1209'FEET SOUTH-SOUTHEAST OF TWO 35-INCH MAPLE TREES AND
 LY1209'ABOUT 20 FEET NORTH OF A 4-TRUNK LONE PINE TREE.
 LY1209'
 LY1209'REFERENCE MARK 1 IS STAMPED CHICKEN NO 1 1959 AND THE BOULDER
 LY1209'PROJECTS ABOUT 14 INCHES. IT IS ABOUT 253 FEET
 LY1209'EAST-NORTHEAST OF ROUTE 63006, 38 FEET NORTHEAST OF THE ROW OF ROCK,
 LY1209'54 FEET EAST OF THE LONE PINE TREE AND ABOUT 27 FEET NORTHWEST
 LY1209'OF THE ROCK FENCE.
 LY1209'
 LY1209'REFERENCE MARK 2 IS STAMPED CHICKEN NO 2 1959 AND THE BOULDER
 LY1209'PROJECTS ABOUT 8 INCHES. IT IS ABOUT 191 FEET
 LY1209'EAST-NORTHEAST OF ROUTE 63006, 27 FEET SOUTH-SOUTHWEST OF THE ROW OF
 LY1209'ROCK, 13 FEET WEST OF THE ROCK FENCE AND ABOUT 17 FEET
 LY1209'EAST OF THE LONE PINE TREE.
 LY1209'
 LY1209'AZIMUTH MARK IS STAMPED CHICKEN 1959 AND THE BOULDER IS FLUSH WITH
 LY1209'THE GROUND SURFACE. IT IS ABOUT 14 FEET NORTH OF STATE ROUTE
 LY1209'63004, 21 FEET EAST OF A TELEPHONE LINE POLE NO. 72, 57 FEET
 LY1209'NORTH-NORTHWEST OF POWERLINE POLE NO.  8696, 311 FEET
 LY1209'NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF THE FARM HOME OF MR.
 LY1209'SHENKO AND ABOUT 249 FEET EAST OF A CURVE IN THE ROAD AND THE
 LY1209'MAIL BOX OF MR. SHENKO.
 LY1209'
 LY1209'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 LY1209
 LY1209                          STATION RECOVERY (1959)
 LY1209
 LY1209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LY1209'1.8 MI NE FROM STERLING.
 LY1209'1.55 MILE NORTH EAST ALONG BLACKTOP ROAD FROM STERLING TO ROAD
 LY1209'JUNCTION THENCE RIGHT (NORTH) FOR 0.30 MILE, ABOUT 70 FEET EAST
 LY1209'OF THE ROAD, SET IN TOP CENTER OF A 5 FOOT BY 4 FOOT BOULDER
 LY1209'PROJECTING ABOUT 2 FEET, 54 FEET SOUTH OF TWO (CLOSE) RED MAPLES,
 LY1209'24 FEET NORTH EAST OF A FOUR BOLED HEMLOCK TREE, 37 FEET
 LY1209'SOUTH-SOUTH EAST OF A STONE FENCE, 57 FEET WEST-SOUTH WEST OF
 LY1209'RM NO. 1, 27 FEET NORTH OF RM NO. 2, ABOUT 2 FEET ABOVE THE
 LY1209'GROUND.  NOTE-- 0.10 MILE NORTH WEST OF THE HOME OF MR. WALTER
 LY1209'HINDS.
 LY1209
 LY1209                          STATION RECOVERY (1972)
 LY1209
 LY1209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LY1209'THE STATION, REFERENCE MARK 1, REFERENCE MARK 2 AND THE AZIMUTH MARK
 LY1209'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION MARK
 LY1209'AND BOTH REFERENCE MARKS WERE IN THE WAY OF ROAD CONSTRUCTION. THE
 LY1209'STATION AND BOTH REFERENCE MARKS WERE DESTROYED AFTER
 LY1209'CHICKEN 2 1972 WAS ESTABLISHED.
 LY1209'
 LY1209'MEASUREMENTS AND DIRECTION TO ALL OF THE REFERENCE MARK AND THE
 LY1209'AZIMUTH MARK CHECKED WITH THE EXCEPTION THE DIRECTION TO
 LY1209'REFERENCE MARK TWO. IT WAS FOUND TO BE 9 MINUTES DIFFERENT. THIS WAS
 LY1209'VERIFIED IN THE FIELD BY TWO OBSERVERS.
 LY1209'
 LY1209'UNABLE TO MEASURE BETWEEN RMS.
 LY1209'
 LY1209'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1-3/4 MILES
 LY1209'NORTHWEST OF STERLING.
 LY1209
 LY1209                          STATION RECOVERY (1973)
 LY1209
 LY1209'RECOVERY NOTE BY M BAKER JR INCORPORATED 1973 (KW)
 LY1209'THE STATION AND REFERENCE MARKS ARE ASSUMED DESTROYED BY THE
 LY1209'CONSTRUCTION OF INTERSTATE 84. THE AZIMUTH MARK WAS
 LY1209'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2708 ***********************************************************************
 LY2708  DESIGNATION -  CHICKEN 1959 AZ MK
 LY2708  PID         -  LY2708
 LY2708  STATE/COUNTY-  PA/WAYNE
 LY2708  USGS QUAD   -  STERLING (1994)
 LY2708
 LY2708                         *CURRENT SURVEY CONTROL
 LY2708  ___________________________________________________________________
 LY2708* NAD 83(1992)-  41 20 46.44839(N)    075 26 01.17088(W)     ADJUSTED  
 LY2708* NAVD 88     -       491.0    (meters)    1611.     (feet)  VERTCON   
 LY2708  ___________________________________________________________________
 LY2708  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 LY2708  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 LY2708
 LY2708  HORZ ORDER  -  THIRD
 LY2708
 LY2708.The horizontal coordinates were established by classical geodetic methods
 LY2708.and adjusted by the National Geodetic Survey in June 2002..
 LY2708.No horizontal observational check was made to the station.
 LY2708
 LY2708.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2708
 LY2708.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2708
 LY2708.The geoid height was determined by GEOID03.
 LY2708
 LY2708;                    North         East     Units Scale Factor Converg.
 LY2708;SPC PA N     -   133,587.606   793,831.086   MT  0.99995761   +1 31 56.5
 LY2708;SPC PA N     -   438,278.67  2,604,427.49   sFT  0.99995761   +1 31 56.5
 LY2708;UTM  18      - 4,577,284.364   463,720.126   MT  0.99961620   -0 17 11.3
 LY2708
 LY2708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2708!SPC PA N     -   0.99992794  x   0.99995761  =   0.99988555
 LY2708!UTM  18      -   0.99992794  x   0.99961620  =   0.99954417
 LY2708
 LY2708:                Primary Azimuth Mark                     Grid Az
 LY2708:SPC PA N     -  CHICKEN                                  046 14 32.3
 LY2708:UTM  18      -  CHICKEN                                  048 03 40.1
 LY2708
 LY2708|---------------------------------------------------------------------|
 LY2708| PID    Reference Object                     Distance      Geod. Az  |
 LY2708|                                                           dddmmss.s |
 LY2708| LY1209 CHICKEN                             APPROX. 1.7 KM 0474628.8 |
 LY2708|---------------------------------------------------------------------|
 LY2708
 LY2708                          SUPERSEDED SURVEY CONTROL
 LY2708
 LY2708  NAD 83(1996)-  41 20 46.44869(N)    075 26 01.17304(W) AD(       ) 3
 LY2708  NAD 83(1996)-  41 20 46.44945(N)    075 26 01.17344(W) AD(       ) 3
 LY2708  NAD 83(1986)-  41 20 46.44950(N)    075 26 01.17270(W) AD(       ) 3
 LY2708  NAD 27      -  41 20 46.13386(N)    075 26 02.51773(W) AD(       ) 3
 LY2708  NGVD 29 (07/19/86)  491.2    (m)         1612.     (f) VERT ANG       
 LY2708
 LY2708.Superseded values are not recommended for survey control.
 LY2708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2708.See file dsdata.txt to determine how the superseded data were derived.
 LY2708
 LY2708_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL6372077284(NAD 83)
 LY2708
 LY2708  HISTORY     - Date     Condition        Report By
 LY2708  HISTORY     - 1972     MONUMENTED       NGS
 LY2708
 LY2708                          STATION DESCRIPTION
 LY2708
 LY2708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 LY2708'SEE STATION CHICKEN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2705 ***********************************************************************
 LY2705  DESIGNATION -  CHICKEN 2
 LY2705  PID         -  LY2705
 LY2705  STATE/COUNTY-  PA/WAYNE
 LY2705  USGS QUAD   -  STERLING (1994)
 LY2705
 LY2705                         *CURRENT SURVEY CONTROL
 LY2705  ___________________________________________________________________
 LY2705* NAD 83(1992)-  41 21 24.72888(N)    075 25 06.92569(W)     ADJUSTED  
 LY2705* NAVD 88     -       512.4    (meters)    1681.     (feet)  VERTCON   
 LY2705  ___________________________________________________________________
 LY2705  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 LY2705  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 LY2705
 LY2705  HORZ ORDER  -  THIRD
 LY2705
 LY2705.The horizontal coordinates were established by classical geodetic methods
 LY2705.and adjusted by the National Geodetic Survey in June 2002..
 LY2705.No horizontal observational check was made to the station.
 LY2705
 LY2705.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2705
 LY2705.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2705
 LY2705.The geoid height was determined by GEOID03.
 LY2705
 LY2705;                    North         East     Units Scale Factor Converg.
 LY2705;SPC PA N     -   134,801.921   795,059.895   MT  0.99995740   +1 32 32.4
 LY2705;SPC PA N     -   442,262.64  2,608,459.01   sFT  0.99995740   +1 32 32.4
 LY2705;UTM  18      - 4,578,458.663   464,986.425   MT  0.99961509   -0 16 35.7
 LY2705
 LY2705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2705!SPC PA N     -   0.99992458  x   0.99995740  =   0.99988199
 LY2705!UTM  18      -   0.99992458  x   0.99961509  =   0.99953970
 LY2705
 LY2705|---------------------------------------------------------------------|
 LY2705| PID    Reference Object                     Distance      Geod. Az  |
 LY2705|                                                           dddmmss.s |
 LY2705| CB3827 CHICKEN 2 RM 3                       14.374 METERS 11647     |
 LY2705| LY1209 CHICKEN                              72.835 METERS 20551     |
 LY2705| LY2708 CHICKEN 1959 AZ MK                  APPROX. 1.7 KM 2265256.0 |
 LY2705| CB3828 CHICKEN 2 RM 4                       14.229 METERS 31707     |
 LY2705|---------------------------------------------------------------------|
 LY2705
 LY2705                          SUPERSEDED SURVEY CONTROL
 LY2705
 LY2705  NAD 83(1996)-  41 21 24.72921(N)    075 25 06.92790(W) AD(       ) 3
 LY2705  NAD 83(1996)-  41 21 24.72996(N)    075 25 06.92839(W) AD(       ) 3
 LY2705  NAD 83(1986)-  41 21 24.72978(N)    075 25 06.92797(W) AD(       ) 3
 LY2705  NAD 27      -  41 21 24.42469(N)    075 25 08.25591(W) AD(       ) 3
 LY2705  NGVD 29 (07/19/86)  512.6    (m)         1682.     (f) VERT ANG       
 LY2705
 LY2705.Superseded values are not recommended for survey control.
 LY2705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2705.See file dsdata.txt to determine how the superseded data were derived.
 LY2705
 LY2705_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL6498678459(NAD 83)
 LY2705_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2705_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LY2705
 LY2705  HISTORY     - Date     Condition        Report By
 LY2705  HISTORY     - 1972     MONUMENTED       NGS
 LY2705  HISTORY     - 1973     SEE DESCRIPTION  BAKER
 LY2705
 LY2705                          STATION DESCRIPTION
 LY2705
 LY2705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LY2705'THE STATION IS LOCATED ON THE NORTHWEST SLOPE OF A LOW HILL JUST EAST
 LY2705'OF A HIGHWAY.  IT IS 5-1/2 MILES EAST-NORTHEAST OF MOSCOW, 2-1/4
 LY2705'MILES SOUTH-SOUTHEAST OF HOLLISTERVILLE AND 1-3/4 MILES NORTHWEST OF
 LY2705'STERLING.  THE PROPERTY IS OWNED BY MR. WALTER HINES AND HIS
 LY2705'RESIDENCE IS MENTIONED LATER IN THIS DESCRIPTION.
 LY2705'
 LY2705'TO REACH THE STATION FROM THE POST OFFICE IN STERLING, GO WEST ON
 LY2705'COUNTY ROAD 63004 FOR 1.6 MILES TO THE INTERSECTION OF COUNTY ROADS
 LY2705'63004 AND 63006.  (TO REACH THE AZIMUTH MARK FROM THIS POINT, KEEP
 LY2705'LEFT AND GO WEST AND NORTHWEST ON COUNTY ROAD 63004 FOR 1.1 MILES TO
 LY2705'THE MARK ON THE RIGHT.) TURN RIGHT AND GO NORTHERLY ON COUNTY ROAD
 LY2705'63006 FOR 0.25 MILE TO MR. HINES RESIDENCE ON THE LEFT AND A FARM
 LY2705'BUILDING ON THE RIGHT.  TURN RIGHT AND GO EAST AND NORTH ACROSS A
 LY2705'CULTIVATED FIELD FOR 0.15 MILE TO A 30-INCH MAPLE TREE AND THE
 LY2705'STATION.
 LY2705'
 LY2705'THE STATION MARKS ARE STANDARD DISKS STAMPED CHICKEN 2 1972.  THE
 LY2705'SURFACE DISK IS SET IN THE TOP OF A 8-INCH SQUARE CONCRETE
 LY2705'MONUMENT WHICH IS FLUSH WITH THE SURFACE.  IT IS 7.2 FEET NORTHWEST
 LY2705'OF A WITNESS POST, 7 FEET NORTHWEST OF THE 30-INCH MAPLE TREE AND 6
 LY2705'FEET WEST OF A FENCE.  THE UNDERGROUND DISK IS SET IN A MASS OF
 LY2705'CONCRETE IN SEVERAL LARGE ROCKS WHICH IS 30 INCHES BELOW THE SURFACE
 LY2705'MARK.
 LY2705'
 LY2705'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CHICKEN 2 NO 3 1972,
 LY2705'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS
 LY2705'1-1/2 FEET.  IT IS 42.8 FEET SOUTHEAST OF THE WITNESS POST AND 7 FEET
 LY2705'EAST OF THE FENCE.
 LY2705'
 LY2705'REFERENCE MARK 4 IS A STANDARD DISK STAMPED CHICKEN 2 NO 4 1972,
 LY2705'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 1 FOOT.  IT IS
 LY2705'51 FEET NORTH-NORTHWEST OF THE WITNESS POST AND 6 FEET WEST OF THE
 LY2705'FENCE.
 LY2705'
 LY2705'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHICKEN 1959, CEMENTED IN
 LY2705'A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS 2 INCHES.  IT IS 53
 LY2705'FEET NORTHWEST OF A POWERLINE POLE NUMBERED 8696, 22.2 FEET EAST OF A
 LY2705'TELEPHONE POLE NUMBERED 72, 16.8 FEET NORTH-NORTHWEST OF THE CENTER
 LY2705'OF COUNTY ROAD 63006 AND 3 FEET SOUTH OF A WITNESS POST.  THIS
 LY2705'AZIMUTH MARK WAS THE AZIMUTH MARK FOR STATION CHICKEN 1959 BEFORE
 LY2705'IT WAS DESTROYED.  SEE DESCRIPTION THEREOF.
 LY2705
 LY2705                          STATION RECOVERY (1973)
 LY2705
 LY2705'RECOVERY NOTE BY M BAKER JR INCORPORATED 1973 (KW)
 LY2705'THE STATION AND RM 3 WERE RECOVERED AND FOUND TO BE IN GOOD
 LY2705'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1210 ***********************************************************************
 LY1210  DESIGNATION -  CHICKEN RM 1
 LY1210  PID         -  LY1210
 LY1210  STATE/COUNTY-  PA/WAYNE
 LY1210  USGS QUAD   -  STERLING (1994)
 LY1210
 LY1210                         *CURRENT SURVEY CONTROL
 LY1210  ___________________________________________________________________
 LY1210* NAD 83(1986)-  41 21 22.     (N)    075 25 08.     (W)     SCALED    
 LY1210* NAVD 88     -       507.535  (meters)    1665.14   (feet)  ADJUSTED  
 LY1210  ___________________________________________________________________
 LY1210  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 LY1210  DYNAMIC HT  -         507.305 (meters)    1664.38  (feet)  COMP
 LY1210  MODELED GRAV-     980,154.6   (mgal)                       NAVD 88
 LY1210
 LY1210  VERT ORDER  -  SECOND    CLASS 0
 LY1210
 LY1210.The horizontal coordinates were scaled from a topographic map and have
 LY1210.an estimated accuracy of +/- 6 seconds.
 LY1210
 LY1210.The orthometric height was determined by differential leveling
 LY1210.and adjusted by the National Geodetic Survey in June 1991..
 LY1210
 LY1210.The geoid height was determined by GEOID03.
 LY1210
 LY1210.The dynamic height is computed by dividing the NAVD 88
 LY1210.geopotential number by the normal gravity value computed on the
 LY1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1210.degrees latitude (g = 980.6199 gals.).
 LY1210
 LY1210.The modeled gravity was interpolated from observed gravity values.
 LY1210
 LY1210;                    North         East    Units  Estimated Accuracy
 LY1210;SPC PA N     -   134,720.      795,040.      MT  (+/- 180 meters Scaled)
 LY1210
 LY1210                          SUPERSEDED SURVEY CONTROL
 LY1210
 LY1210  NGVD 29 (??/??/92)  507.746  (m)         1665.83   (f) ADJ UNCH    2 0
 LY1210
 LY1210.Superseded values are not recommended for survey control.
 LY1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1210.See file dsdata.txt to determine how the superseded data were derived.
 LY1210
 LY1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL649783(NAD 83)
 LY1210_MARKER: DR = REFERENCE MARK DISK
 LY1210_SETTING: 80 = SET IN A BOULDER
 LY1210_SP_SET: BOULDER
 LY1210_STAMPING: CHICKEN NO 1 1951
 LY1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1210+STABILITY: SURFACE MOTION
 LY1210
 LY1210  HISTORY     - Date     Condition        Report By
 LY1210  HISTORY     - 1959     MONUMENTED       CGS
 LY1210
 LY1210                          STATION DESCRIPTION
 LY1210
 LY1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1210'1.8 MI NE FROM STERLING.
 LY1210'1.55 MILE NORTH EAST ALONG BLACKTOP ROAD FROM STERLING TO ROAD
 LY1210'JUNCTION THENCE RIGHT (NORTH) FOR 0.30 MILE, ABOUT 70 FEET EAST
 LY1210'OF THE ROAD, SET IN TOP CENTER OF A 5 FOOT BY 3 FOOT BOULDER
 LY1210'PROJECTING ABOUT 18 INCHES, 82 FEET NORTH-NORTH EAST OF A FOUR
 LY1210'BOLED HEMLOCK TREE, 77 FEET NORTH EAST OF RM NO. 2, 54 FEET
 LY1210'WEST-NORTH WEST OF TWO (CLOSE) 27 INCH RED MAPLE TREES, 31 FEET
 LY1210'NORTH-NORTH WEST OF A STONE FENCE, 57 FEET EAST-NORTH EAST OF
 LY1210'THE STATION BM.  NOTE-- 0.10 MILE NORTH WEST OF THE HOME OF MR.
 LY1210'WALTER HINDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1208 ***********************************************************************
 LY1208  DESIGNATION -  CHICKEN RM 2
 LY1208  PID         -  LY1208
 LY1208  STATE/COUNTY-  PA/WAYNE
 LY1208  USGS QUAD   -  STERLING (1994)
 LY1208
 LY1208                         *CURRENT SURVEY CONTROL
 LY1208  ___________________________________________________________________
 LY1208* NAD 83(1986)-  41 21 22.     (N)    075 25 08.     (W)     SCALED    
 LY1208* NAVD 88     -       504.068  (meters)    1653.76   (feet)  ADJUSTED  
 LY1208  ___________________________________________________________________
 LY1208  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 LY1208  DYNAMIC HT  -         503.840 (meters)    1653.02  (feet)  COMP
 LY1208  MODELED GRAV-     980,154.6   (mgal)                       NAVD 88
 LY1208
 LY1208  VERT ORDER  -  SECOND    CLASS 0
 LY1208
 LY1208.The horizontal coordinates were scaled from a topographic map and have
 LY1208.an estimated accuracy of +/- 6 seconds.
 LY1208
 LY1208.The orthometric height was determined by differential leveling
 LY1208.and adjusted by the National Geodetic Survey in June 1991..
 LY1208
 LY1208.The geoid height was determined by GEOID03.
 LY1208
 LY1208.The dynamic height is computed by dividing the NAVD 88
 LY1208.geopotential number by the normal gravity value computed on the
 LY1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1208.degrees latitude (g = 980.6199 gals.).
 LY1208
 LY1208.The modeled gravity was interpolated from observed gravity values.
 LY1208
 LY1208;                    North         East    Units  Estimated Accuracy
 LY1208;SPC PA N     -   134,720.      795,040.      MT  (+/- 180 meters Scaled)
 LY1208
 LY1208                          SUPERSEDED SURVEY CONTROL
 LY1208
 LY1208  NGVD 29 (??/??/92)  504.279  (m)         1654.46   (f) ADJ UNCH    2 0
 LY1208
 LY1208.Superseded values are not recommended for survey control.
 LY1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1208.See file dsdata.txt to determine how the superseded data were derived.
 LY1208
 LY1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL649783(NAD 83)
 LY1208_MARKER: DR = REFERENCE MARK DISK
 LY1208_SETTING: 80 = SET IN A BOULDER
 LY1208_SP_SET: BOULDER
 LY1208_STAMPING: CHICKEN NO 2 1959
 LY1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1208+STABILITY: SURFACE MOTION
 LY1208
 LY1208  HISTORY     - Date     Condition        Report By
 LY1208  HISTORY     - 1959     MONUMENTED       CGS
 LY1208
 LY1208                          STATION DESCRIPTION
 LY1208
 LY1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1208'1.8 MI NE FROM STERLING.
 LY1208'1.55 MILE NORTH EAST ALONG BLACKTOP ROAD FROM STERLING TO ROAD
 LY1208'JUNCTION THENCE RIGHT (NORTH) FOR 0.30 MILE, ABOUT 70 FEET EAST
 LY1208'OF THE ROAD, SET IN TOP CENTER OF A 3 FOOT BY 3 FOOT BOULDER
 LY1208'PROJECTING ABOUT 3 FEET, 77 FEET SOUTH WEST OF RM NO. 1, 80 FEET
 LY1208'SOUTH OF TWO (CLOSE) 27 INCH RED MAPLE TREES, 27 FEET SOUTH OF
 LY1208'STATION BM, 17 FEET SOUTH EAST OF A FOUR BOLED HEMLOCK TREE, 10
 LY1208'FEET NORTH-NORTH WEST OF A STONE FENCE, ABOUT 3 FEET BELOW THE
 LY1208'LEVEL OF THE GROUND.  NOTE-- 0.10 MILE NORTH WEST OF THE HOME OF
 LY1208'MR. WALTER HINDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2123 ***********************************************************************
 KX2123  DESIGNATION -  CHICORA
 KX2123  PID         -  KX2123
 KX2123  STATE/COUNTY-  PA/BUTLER
 KX2123  USGS QUAD   -  EAST BUTLER (1993)
 KX2123
 KX2123                         *CURRENT SURVEY CONTROL
 KX2123  ___________________________________________________________________
 KX2123* NAD 83(1992)-  40 57 32.75446(N)    079 46 11.47887(W)     ADJUSTED  
 KX2123* NAVD 88     -       448.     (meters)    1470.     (feet)  SCALED    
 KX2123  ___________________________________________________________________
 KX2123  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 KX2123  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 KX2123
 KX2123  HORZ ORDER  -  FIRST
 KX2123
 KX2123.The horizontal coordinates were established by classical geodetic methods
 KX2123.and adjusted by the National Geodetic Survey in June 2002..
 KX2123
 KX2123.The orthometric height was scaled from a topographic map.
 KX2123
 KX2123.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2123
 KX2123.The geoid height was determined by GEOID03.
 KX2123
 KX2123;                    North         East     Units Scale Factor Converg.
 KX2123;SPC PA S     -   182,466.611   429,969.121   MT  0.99999882   -1 18 37.7
 KX2123;SPC PA S     -   598,642.54  1,410,657.02   sFT  0.99999882   -1 18 37.7
 KX2123;SPC PA N     -    89,985.298   429,971.441   MT  0.99998864   -1 20 10.4
 KX2123;SPC PA N     -   295,226.77  1,410,664.64   sFT  0.99998864   -1 20 10.4
 KX2123;UTM  17      - 4,534,945.168   603,522.121   MT  0.99973190   +0 48 23.2
 KX2123
 KX2123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2123!SPC PA S     -   0.99993502  x   0.99999882  =   0.99993384
 KX2123!SPC PA N     -   0.99993502  x   0.99998864  =   0.99992366
 KX2123!UTM  17      -   0.99993502  x   0.99973190  =   0.99966694
 KX2123
 KX2123|---------------------------------------------------------------------|
 KX2123| PID    Reference Object                     Distance      Geod. Az  |
 KX2123|                                                           dddmmss.s |
 KX2123| CX3417 CHICORA RM 1                         23.702 METERS 09745     |
 KX2123| CX3416 CHICORA AZ MK                                      1583046.0 |
 KX2123| CX3418 CHICORA RM 2                         20.729 METERS 19557     |
 KX2123| MA2057 N WASHINGTON FIRST PRESB CH         APPROX.10.4 KM 3411430.2 |
 KX2123|---------------------------------------------------------------------|
 KX2123
 KX2123                          SUPERSEDED SURVEY CONTROL
 KX2123
 KX2123  NAD 83(1995)-  40 57 32.75703(N)    079 46 11.48043(W) AD(       ) 1
 KX2123  NAD 83(1986)-  40 57 32.75735(N)    079 46 11.48256(W) AD(       ) 1
 KX2123  NAD 27      -  40 57 32.52850(N)    079 46 12.30140(W) AD(       ) 1
 KX2123
 KX2123.Superseded values are not recommended for survey control.
 KX2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2123.See file dsdata.txt to determine how the superseded data were derived.
 KX2123
 KX2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF0352234945(NAD 83)
 KX2123_MARKER: DS = TRIANGULATION STATION DISK
 KX2123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2123
 KX2123  HISTORY     - Date     Condition        Report By
 KX2123  HISTORY     - 1958     MONUMENTED       CGS
 KX2123  HISTORY     - 1973     GOOD             PADT
 KX2123
 KX2123                          STATION DESCRIPTION
 KX2123
 KX2123'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2123'THE STATION IS APPROXIMATELY 2.0 MILES WEST-NORTHWEST OF CHICORA ON
 KX2123'THE SUMMIT OF A PROMINENT, TIMBERED HILL BETWEEN BEAR
 KX2123'CREEK AND BUFFALO RUN, AND ON THE PROPERTY OF MR. R.T. ANDRE.
 KX2123'
 KX2123'TO REACH FROM THE POST OFFICE IN CHICORA, GO SOUTHWESTERLY ON STATE
 KX2123'HIGHWAY 68 FOR 1.1 MILES TO DIRT SIDE ROAD ON RIGHT, TURN
 KX2123'RIGHT AND GO UPHILL FOR 0.55 MILE TO SIDE ROAD LEFT, TURN LEFT,
 KX2123'DOWNHILL, ON DIRT ROAD AND GO 0.45 MILE TO THE AZIMUTH
 KX2123'MARK ON THE RIGHT ON THE EAST BANK OF ROAD, CONTINUE UPHILL ON DIRT
 KX2123'ROAD FOR 0.15 MILE TO SIDE ROAD ON THE LEFT JUST BEFORE
 KX2123'REACHING SUMMIT OF HILL, TURN LEFT AND FOLLOW DIRT ROAD ALONG THE
 KX2123'SOUTH EDGE OF WOODS LINE FOR 0.1 MILE FIELD ENTRANCE ON THE
 KX2123'RIGHT, TURN RIGHT AND FOLLOW DIM TRACK ROAD UPHILL, THROUGH BRUSH
 KX2123'FOR ABOUT 0.1 MILE TO THE SUMMIT OF HILL AND THE STATION IN A
 KX2123'SMALL CLEARING JUST SOUTH OF TIMBER LINE.
 KX2123'
 KX2123'STATION MARKS ARE STANDARD DISKS STAMPED CHICORA 1958. THE SURFACE
 KX2123'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4
 KX2123'INCHES. IT IS 55 FEET NORTH-NORTHWEST OF A 5-INCH TREE WITH
 KX2123'TRIANGULAR BLAZE AND 31 FEET SOUTH OF A 12-INCH TREE WITH
 KX2123'TRIANGULAR BLAZE. A STANDARD WITNESS POST WAS SET 4 FEET SOUTHWEST OF
 KX2123'THE MARK. THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 KX2123'CONCRETE 32 INCHES BELOW THE SURFACE OF THE GROUND.
 KX2123'
 KX2123'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CHICORA NO 1 1958 IS
 KX2123'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS
 KX2123'6 FEET WEST OF A 4-INCH TREE WITH TRIANGULAR BLAZE, 55 FEET SOUTH OF
 KX2123'A 10-INCH TREE WITH TRIANGULAR BLAZE AND ON THE EAST
 KX2123'SLOPE OF HILL AND ABOUT 3 FEET LOWER THAN THE STATION.
 KX2123'
 KX2123'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CHICORA NO 2 1958, IS
 KX2123'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES. IT IS
 KX2123'15 FEET SOUTH-SOUTHEAST OF A 5-INCH TREE WITH TRIANGULAR BLAZE AND ON
 KX2123'THE SOUTH SLOPE OF HILL AND ABOUT 2 FEET LOWER THAN THE
 KX2123'STATION.
 KX2123'
 KX2123'AZIMUTH MARK IS A STANDARD DISK STAMPED CHICORA 1958, SET IN A SQUARE
 KX2123'CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS 23 FEET WEST OF
 KX2123'THE CENTER OF DIRT ROAD AND 9 FEET NORTH OF A CLUMP OF SMALL TREES AT
 KX2123'THE NORTH END OF BRUSH LINE. A STANDARD WITNESS POST WAS SET
 KX2123'2 FEET SOUTH-SOUTHEAST OF THE MARK.
 KX2123'
 KX2123'NOTE- TO REACH THE AZIMUTH MARK, SEE ABOVE.
 KX2123
 KX2123                          STATION RECOVERY (1973)
 KX2123
 KX2123'RECOVERY NOTE BY PA DEPT OF TRANSP 1973
 KX2123'STATION, RM 1, RM 2 AND AZIMUTH MARK RECOVERED IN GOOD CONDITION AS
 KX2123'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2315 ***********************************************************************
 KX2315  DESIGNATION -  CHICORY
 KX2315  PID         -  KX2315
 KX2315  STATE/COUNTY-  PA/CAMBRIA
 KX2315  USGS QUAD   -  VINTONDALE (1998)
 KX2315
 KX2315                         *CURRENT SURVEY CONTROL
 KX2315  ___________________________________________________________________
 KX2315* NAD 83(1992)-  40 26 38.78991(N)    078 52 47.40024(W)     ADJUSTED  
 KX2315* NAVD 88     -       746.     (meters)    2448.     (feet)  SCALED    
 KX2315  ___________________________________________________________________
 KX2315  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 KX2315  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KX2315
 KX2315  HORZ ORDER  -  THIRD
 KX2315
 KX2315.The horizontal coordinates were established by classical geodetic methods
 KX2315.and adjusted by the National Geodetic Survey in June 2002..
 KX2315
 KX2315.The orthometric height was scaled from a topographic map.
 KX2315
 KX2315.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2315
 KX2315.The geoid height was determined by GEOID03.
 KX2315
 KX2315;                    North         East     Units Scale Factor Converg.
 KX2315;SPC PA S     -   123,948.055   504,153.608   MT  0.99995951   -0 43 58.9
 KX2315;SPC PA S     -   406,652.91  1,654,043.96   sFT  0.99995951   -0 43 58.9
 KX2315;SPC PA N     -    31,436.968   504,140.257   MT  1.00009987   -0 44 50.7
 KX2315;SPC PA N     -   103,139.45  1,654,000.16   sFT  1.00009987   -0 44 50.7
 KX2315;UTM  17      - 4,479,209.412   679,805.484   MT  0.99999798   +1 22 32.6
 KX2315
 KX2315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2315!SPC PA S     -   0.99988807  x   0.99995951  =   0.99984759
 KX2315!SPC PA N     -   0.99988807  x   1.00009987  =   0.99998793
 KX2315!UTM  17      -   0.99988807  x   0.99999798  =   0.99988605
 KX2315
 KX2315:                Primary Azimuth Mark                     Grid Az
 KX2315:SPC PA S     -  ET 11 WAC 1962                           170 53 52.4
 KX2315:SPC PA N     -  ET 11 WAC 1962                           170 54 44.2
 KX2315:UTM  17      -  ET 11 WAC 1962                           168 47 20.9
 KX2315
 KX2315|---------------------------------------------------------------------|
 KX2315| PID    Reference Object                     Distance      Geod. Az  |
 KX2315|                                                           dddmmss.s |
 KX2315| KX2299 ET 11 WAC 1962                      APPROX. 7.2 KM 1700953.5 |
 KX2315|---------------------------------------------------------------------|
 KX2315
 KX2315                          SUPERSEDED SURVEY CONTROL
 KX2315
 KX2315  NAD 83(1986)-  40 26 38.79623(N)    078 52 47.40958(W) AD(       ) 3
 KX2315  NAD 27      -  40 26 38.53967(N)    078 52 48.32091(W) AD(       ) 3
 KX2315
 KX2315.Superseded values are not recommended for survey control.
 KX2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2315.See file dsdata.txt to determine how the superseded data were derived.
 KX2315
 KX2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE7980579209(NAD 83)
 KX2315_MARKER: DD = SURVEY DISK
 KX2315_SETTING: 0 = UNSPECIFIED SETTING
 KX2315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX2315
 KX2315  HISTORY     - Date     Condition        Report By
 KX2315  HISTORY     - 1901     MONUMENTED       USGS
 KX2315
 KX2315                          STATION DESCRIPTION
 KX2315
 KX2315'DESCRIBED BY US GEOLOGICAL SURVEY 1901
 KX2315'ON A CLEARED KNOB IN CENTRAL PART OF JACKSON TOWNSHIP, 10 MI BY RD.
 KX2315'WESTWARD FROM EBENSBURG, 900 FT S. OF CHICORY HILL SCHOOLHOUSE.
 KX2315'
 KX2315'STATION MARK, A MARBLE POST 34 BY 6 BY 6 IN., SET 32 IN. IN GROUND,
 KX2315'IN CENTER OF TOP OF WHICH IS COUNTERSUNK AND CEMENTED A STANDARD
 KX2315'TRIANGULATION DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1832 ***********************************************************************
 MA1832  DESIGNATION -  CHINBERG
 MA1832  PID         -  MA1832
 MA1832  STATE/COUNTY-  PA/WARREN
 MA1832  USGS QUAD   -  SCANDIA (1971)
 MA1832
 MA1832                         *CURRENT SURVEY CONTROL
 MA1832  ___________________________________________________________________
 MA1832* NAD 83(1992)-  41 54 48.98611(N)    079 01 36.42684(W)     ADJUSTED  
 MA1832* NAVD 88     -       653.5    (meters)    2144.     (feet)  VERTCON   
 MA1832  ___________________________________________________________________
 MA1832  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 MA1832  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 MA1832
 MA1832  HORZ ORDER  -  FIRST
 MA1832
 MA1832.The horizontal coordinates were established by classical geodetic methods
 MA1832.and adjusted by the National Geodetic Survey in June 2002..
 MA1832
 MA1832.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA1832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA1832
 MA1832.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1832
 MA1832.The geoid height was determined by GEOID03.
 MA1832
 MA1832;                    North         East     Units Scale Factor Converg.
 MA1832;SPC PA N     -   194,789.957   494,078.848   MT  0.99999430   -0 50 40.7
 MA1832;SPC PA N     -   639,073.38  1,620,990.35   sFT  0.99999430   -0 50 40.7
 MA1832;UTM  17      - 4,642,066.941   663,641.349   MT  0.99992952   +1 19 06.3
 MA1832
 MA1832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1832!SPC PA N     -   0.99990263  x   0.99999430  =   0.99989693
 MA1832!UTM  17      -   0.99990263  x   0.99992952  =   0.99983216
 MA1832
 MA1832|---------------------------------------------------------------------|
 MA1832| PID    Reference Object                     Distance      Geod. Az  |
 MA1832|                                                           dddmmss.s |
 MA1832| CX3420 CHINBERG RM 1                        22.250 METERS 18004     |
 MA1832| MA1831 SCANDIA RAD STA WUE 333 MAST        392.238 METERS 23547     |
 MA1832| CX3419 CHINBERG AZ MK                                     2522506.2 |
 MA1832| CX3421 CHINBERG RM 2                        26.332 METERS 29320     |
 MA1832|---------------------------------------------------------------------|
 MA1832
 MA1832                          SUPERSEDED SURVEY CONTROL
 MA1832
 MA1832  NAD 83(1996)-  41 54 48.98660(N)    079 01 36.42665(W) AD(       ) 1
 MA1832  NAD 83(1986)-  41 54 48.98811(N)    079 01 36.42559(W) AD(       ) 1
 MA1832  NAD 27      -  41 54 48.77401(N)    079 01 37.27756(W) AD(       ) 1
 MA1832  NGVD 29 (07/19/86)  653.6    (m)         2144.     (f) VERT ANG       
 MA1832
 MA1832.Superseded values are not recommended for survey control.
 MA1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1832.See file dsdata.txt to determine how the superseded data were derived.
 MA1832
 MA1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG6364142067(NAD 83)
 MA1832_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1832
 MA1832  HISTORY     - Date     Condition        Report By
 MA1832  HISTORY     - 1935     MONUMENTED       CGS
 MA1832  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MA1832  HISTORY     - 1989     GOOD             USPSQD
 MA1832  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 MA1832
 MA1832                          STATION DESCRIPTION
 MA1832
 MA1832'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 MA1832'THE STATION IS 8 MILES NORTHEAST OF WARREN, PA., ON A WOODED HILL
 MA1832'ABOUT 0.4 MILE NORTHEAST OF THE CROSS ROAD VILLAGE OF SCANDIA, ON
 MA1832'THE PROPERTY OF JOHN CHINBERG.
 MA1832'
 MA1832'TO REACH THE STATION FROM WARREN, AT THE INTERSECTION OF PENNSYLVANIA
 MA1832'AVENUE AND MARKET STREET, GO NORTH ON MARKET STREET TO FIFTH
 MA1832'AVENUE, HERE TURN NORTHEAST ON FIFTH AVENUE (THE QUAKER HILL ROAD)
 MA1832'AND FOLLOW IT 3.25 MILES TO A T-ROAD LEFT (SOUTH), HERE KEEP
 MA1832'STRAIGHT AHEAD FOR 4.5 MILES TO THE CROSS ROAD VILLAGE OF SCANDIA.
 MA1832'AT THIS INTERSECTION THERE IS A CHURCH (SCANDIA SWEDISH
 MA1832'MISSION) IN THE SOUTHEAST ANGLE, AND A SCHOOL BUILDING IN THE
 MA1832'SOUTHWEST ANGLE OF THE INTERSECTION.  TURN RIGHT (EAST) AT THIS
 MA1832'CROSS ROAD AND GO 0.4 MILE, OR 0.1 MILE BEYOND A T-ROAD
 MA1832'SOUTH, TO A PASTURE GATE ON THE LEFT (NORTH).  TURN IN THE GATE AND
 MA1832'FOLLOW THE WEST FENCE 0.1 MILE TO WHERE IT TURNS LEFT (WEST), FROM
 MA1832'HERE GO ABOUT 0.1 MILE NORTHWESTERLY TO DIM ROAD IN THE WOODS, FOLLOW
 MA1832'THIS ROAD ABOUT 0.25 MILE TO THE STATION SITE.  THE STATION
 MA1832'(NOTE 1A) IS 10 PACES WEST OF THE ROAD, 15.5 FEET NORTH OF A 12-INCH
 MA1832'MAPLE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE.  THE MARK IS
 MA1832'10 INCHES SQUARE, PROJECTS 7 INCHES, AND IS STAMPED
 MA1832'CHINBERG 1935.  NO UNDERGROUND MARK WAS SET.
 MA1832'
 MA1832'REFERENCE MARK NO. 1 IS 22.260 METERS (73.03 FEET) SOUTH OF THE
 MA1832'STATION, SET IN OUTCROPPING ROCK.  NOTE 12A.  IT IS STAMPED
 MA1832'CHINBERG 1935 NO. 1.  THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 MA1832'REFERENCE MARK NO. 2 IS 133.38 FEET.
 MA1832'
 MA1832'REFERENCE MARK NO. 2 IS 26.343 METERS (86.43 FEET) WEST OF THE
 MA1832'STATION, SET IN OUTCROPPING ROCK THAT IS FLUSH WITH THE
 MA1832'SURFACE OF THE GROUND.  NOTE 12A.
 MA1832'
 MA1832'THE AZIMUTH MARK (NOTE 11A) IS 0.4 MILE SOUTHWEST OF THE STATION, 8
 MA1832'PACES NORTHEAST OF THE NORTHEAST CORNER OF THE SCANDIA
 MA1832'GRANGE BUILDING, 0.1 MILE EAST OF THE SCANDIA CROSSROADS, 4 PACES
 MA1832'SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD.  THE MARK
 MA1832'PROJECTS 8 INCHES, IS 10 INCHES SQUARE, AND IS STAMPED CHINBERG 1935.
 MA1832'THE MARK IS NOT VISIBLE FROM THE GROUND AT THE STATION, IT
 MA1832'BEING NECESSARY TO CLEAR SOME TREES IN ORDER TO SEE.
 MA1832'
 MA1832'A 90-FOOT TOWER NECESSARY.
 MA1832
 MA1832                          STATION RECOVERY (1967)
 MA1832
 MA1832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 MA1832'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 MA1832'CONDITION.  THE AZIMUTH MARK WAS RECOVERED AND WAS FOUND LEANING
 MA1832'TO THE SOUTHEAST.  THE DIRECTION TO THE AZIMUTH MARK WAS FOUND TO BE
 MA1832'36 SECONDS LOWER.  THE DIRECTION TO REFERENCE MARK 1
 MA1832'CHECKED, BUT A DIFFERENCE WAS FOUND IN THE DISTANCE.  THE DIRECTION
 MA1832'TO REFERENCE MARK 2 CHECKED, BUT A DIFFERENCE WAS FOUND IN
 MA1832'THE DISTANCE.  FOLLOWING IS A NEW DESCRIPTION.
 MA1832'
 MA1832'THE STATION IS LOCATED ON A HEAVILY WOODED HILL, ABOUT 7-1/2 MILES
 MA1832'NORTHEAST OF WARREN, 5 MILES NORTHWEST OF KINZUA DAM, 1/2
 MA1832'MILE NORTHEAST OF THE VILLAGE OF SCANDIA AND ON PROPERTY OF MR. C.W.
 MA1832'GATES.
 MA1832'
 MA1832'TO REACH THE STATION FROM THE INTERSECTION OF PENN. AVENUE (U.S.
 MA1832'HIGHWAY 6) AND MARKET STREET (U.S. HIGHWAY 62) IN WARREN, GO
 MA1832'NORTH ON MARKET STREET FOR 0.4 MILE TO E. FIFTH AVENUE ON THE RIGHT.
 MA1832'TURN RIGHT AND GO NORTHEAST ON E.  FIFTH AVENUE WHICH BECOMES
 MA1832'SCANDIA ROAD FOR 3.35 MILES TO A SIDE ROAD RIGHT AT SIGN WHICH READS
 MA1832'SCANDIA 5.  CONTINUE AHEAD IN A NORTHEASTERLY DIRECTION
 MA1832'ON SCANDIA ROAD FOR 2.0 MILES TO FRANTZ AND COBHAM ROADS ON THE
 MA1832'RIGHT.  CONTINUE AHEAD IN A NORTHEASTERLY DIRECTION OF SCANDIA
 MA1832'ROAD FOR 3.0 MILES TO A CROSSROAD IN THE VILLAGE OF SCANDIA
 MA1832'AND THE SCANDIA CONVENANT CHURCH ON THE RIGHT.  TURN RIGHT AND GO
 MA1832'SOUTHEAST ON A PAVED ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 MA1832'RIGHT.  CONTINUE SOUTHEAST AND EAST ON THE PAVED ROAD FOR 0.25 MILE
 MA1832'TO A SIDE ROAD LEFT LEADING INTO A TRAILER PARK.  TURN LEFT
 MA1832'AND GO NORTH-NORTHEAST, PASSING THROUGH THE TRAILER PARK ON A DIRT
 MA1832'ROAD FOR 0.15 MILE TO THE END OF THE DIRT ROAD.  CONTINUE
 MA1832'AHEAD IN A NORTHEASTERLY DIRECTION THROUGH THE WOODS ON A DIM
 MA1832'TRACK ROAD FOR 0.1 MILE TO A FORK.  BEAR RIGHT AND GO NORTHEAST ON A
 MA1832'DIM TRACK ROAD FOR 0.05 MILE TO THE STATION.
 MA1832'
 MA1832'THE STATION MARK IS A STANDARD DISK STAMPED CHINBERG 1935, SET IN THE
 MA1832'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 MA1832'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 23 FEET NORTH OF A TRIPLE
 MA1832'TRUNKED MAPLE TREE, 15 FEET NORTHWEST OF A 16 INCH MAPLE
 MA1832'TREE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE, 14 FEET SOUTH OF THE
 MA1832'CENTER OF A TRACK ROAD AND 5.7 FEET WEST OF A METAL WITNESS
 MA1832'POST.  (NOTE 1A)
 MA1832'
 MA1832'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CHINBERG 1935 NO 1,
 MA1832'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 8
 MA1832'INCHES ABOVE THE GROUND.  IT IS 64 FEET SOUTH-SOUTHEAST OF THE 16
 MA1832'INCH MAPLE TREE WITH TRIANGULAR BLAZE ON THE NORTH SIDE.  (NOTE
 MA1832'12A)
 MA1832'
 MA1832'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CHINBERG 1935 NO 2,
 MA1832'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 MA1832'PROJECTS 1 FOOT ABOVE THE GROUND ON THE EAST SIDE.  IT IS 92 FEET
 MA1832'NORTHWEST OF THE METAL WITNESS POST, 34 FEET NORTH OF THE
 MA1832'CENTER OF THE TRACK ROAD AND ABOUT 1 FOOT LOWER THAN THE STATION
 MA1832'MARK.  (NOTE 12A)
 MA1832'
 MA1832'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED CHINBERG
 MA1832'1935 TT 52, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 MA1832'MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 29 FEET
 MA1832'EAST-SOUTHEAST OF THE EAST CORNER OF THE KINZUA-VALLEY RANGERS
 MA1832'BUILDING, 17 FEET SOUTHWEST OF THE CENTER OF A PAVED ROAD AND 1.4
 MA1832'FEET NORTHEAST OF A METAL WITNESS POST.  (NOTE 11A)
 MA1832'
 MA1832'HEIGHT OF LIGHT ABOVE STATION MARK 98.6 FEET.
 MA1832
 MA1832                          STATION RECOVERY (1989)
 MA1832
 MA1832'RECOVERY NOTE BY US POWER SQUADRON 1989 (WR)
 MA1832'RECOVERED IN GOOD CONDITION.
 MA1832
 MA1832                          STATION RECOVERY (2004)
 MA1832
 MA1832'RECOVERY NOTE BY US POWER SQUADRON 2004 (JT)
 MA1832'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0976 ***********************************************************************
 JW0976  DESIGNATION -  CHIS SQ
 JW0976  PID         -  JW0976
 JW0976  STATE/COUNTY-  PA/WASHINGTON
 JW0976  USGS QUAD   -  CARMICHAELS (1988)
 JW0976
 JW0976                         *CURRENT SURVEY CONTROL
 JW0976  ___________________________________________________________________
 JW0976* NAD 83(1986)-  39 59 53.     (N)    079 56 53.     (W)     SCALED    
 JW0976* NAVD 88     -       240.744  (meters)     789.84   (feet)  ADJUSTED  
 JW0976  ___________________________________________________________________
 JW0976  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 JW0976  DYNAMIC HT  -         240.610 (meters)     789.40  (feet)  COMP
 JW0976  MODELED GRAV-     980,062.2   (mgal)                       NAVD 88
 JW0976
 JW0976  VERT ORDER  -  SECOND    CLASS 0
 JW0976
 JW0976.The horizontal coordinates were scaled from a topographic map and have
 JW0976.an estimated accuracy of +/- 6 seconds.
 JW0976
 JW0976.The orthometric height was determined by differential leveling
 JW0976.and adjusted by the National Geodetic Survey in June 1991..
 JW0976
 JW0976.The geoid height was determined by GEOID03.
 JW0976
 JW0976.The dynamic height is computed by dividing the NAVD 88
 JW0976.geopotential number by the normal gravity value computed on the
 JW0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0976.degrees latitude (g = 980.6199 gals.).
 JW0976
 JW0976.The modeled gravity was interpolated from observed gravity values.
 JW0976
 JW0976;                    North         East    Units  Estimated Accuracy
 JW0976;SPC PA S     -    76,140.      412,320.      MT  (+/- 180 meters Scaled)
 JW0976
 JW0976                          SUPERSEDED SURVEY CONTROL
 JW0976
 JW0976  NGVD 29 (??/??/92)  240.902  (m)          790.36   (f) ADJ UNCH    2 0
 JW0976
 JW0976.Superseded values are not recommended for survey control.
 JW0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0976.See file dsdata.txt to determine how the superseded data were derived.
 JW0976
 JW0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE897280(NAD 83)
 JW0976_MARKER: Q = CHISELED SQUARE
 JW0976_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0976_SP_SET: BRIDGE
 JW0976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0976
 JW0976  HISTORY     - Date     Condition        Report By
 JW0976  HISTORY     - 1935     MONUMENTED       CGS
 JW0976  HISTORY     - 1935     GOOD             NGS
 JW0976
 JW0976                          STATION DESCRIPTION
 JW0976
 JW0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0976'4.5 MI NE FROM MILLSBORO.
 JW0976'4.5 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE HIGH
 JW0976'SCHOOL AT MILLSBORO, WASHINGTON COUNTY, AT THE EAST CORNER OF THE
 JW0976'SOUTH ABUTMENT, AT BRIDGE 56.85, ON THE TOP OF A CAPSTONE, AND
 JW0976'10 FEET SOUTHEAST OF THE SOUTHEAST RAIL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1014 ***********************************************************************
 LZ1014  DESIGNATION -  CHISEL SQ
 LZ1014  PID         -  LZ1014
 LZ1014  STATE/COUNTY-  PA/CLINTON
 LZ1014  USGS QUAD   -  MILL HALL (1986)
 LZ1014
 LZ1014                         *CURRENT SURVEY CONTROL
 LZ1014  ___________________________________________________________________
 LZ1014* NAD 83(1986)-  41 06 29.     (N)    077 29 11.     (W)     SCALED    
 LZ1014* NAVD 88     -       173.971  (meters)     570.77   (feet)  ADJUSTED  
 LZ1014  ___________________________________________________________________
 LZ1014  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 LZ1014  DYNAMIC HT  -         173.892 (meters)     570.51  (feet)  COMP
 LZ1014  MODELED GRAV-     980,168.1   (mgal)                       NAVD 88
 LZ1014
 LZ1014  VERT ORDER  -  SECOND    CLASS 0
 LZ1014
 LZ1014.The horizontal coordinates were scaled from a topographic map and have
 LZ1014.an estimated accuracy of +/- 6 seconds.
 LZ1014
 LZ1014.The orthometric height was determined by differential leveling
 LZ1014.and adjusted by the National Geodetic Survey in June 1991..
 LZ1014
 LZ1014.The geoid height was determined by GEOID03.
 LZ1014
 LZ1014.The dynamic height is computed by dividing the NAVD 88
 LZ1014.geopotential number by the normal gravity value computed on the
 LZ1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1014.degrees latitude (g = 980.6199 gals.).
 LZ1014
 LZ1014.The modeled gravity was interpolated from observed gravity values.
 LZ1014
 LZ1014;                    North         East    Units  Estimated Accuracy
 LZ1014;SPC PA N     -   104,580.      622,140.      MT  (+/- 180 meters Scaled)
 LZ1014
 LZ1014                          SUPERSEDED SURVEY CONTROL
 LZ1014
 LZ1014  NGVD 29 (??/??/92)  174.17   (m)          571.4    (f) COMPUTED    2 0
 LZ1014
 LZ1014.Superseded values are not recommended for survey control.
 LZ1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1014.See file dsdata.txt to determine how the superseded data were derived.
 LZ1014
 LZ1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL912537(NAD 83)
 LZ1014_MARKER: Q = CHISELED SQUARE
 LZ1014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1014_SP_SET: BRIDGE
 LZ1014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1014
 LZ1014  HISTORY     - Date     Condition        Report By
 LZ1014  HISTORY     - UNK      MONUMENTED       CGS
 LZ1014  HISTORY     - 1960     GOOD             NGS
 LZ1014
 LZ1014                          STATION DESCRIPTION
 LZ1014
 LZ1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LZ1014'IN MILL HALL.
 LZ1014'ABOUT 0.20 MILE NORTH WEST ALONG STATE HIGHWAY 64 FROM THE MILL
 LZ1014'HALL STATE BANK IN MILL HALL, 8 FEET SOUTH EAST OF THE CENTERLINE
 LZ1014'OF PENNSYLVANIA RAILROAD TRACK, 100 FEET WEST OF POWER POLE AND
 LZ1014'TELEPHONE POLE NO. 2500 L, 7 FEET EAST OF FISHING CREEK, SET
 LZ1014'IN THE NORTH EAST END OF BRIDGE OVER CREEK, SOUTH EAST SIDE
 LZ1014'OF PRR. BENCH MARK IS A CHISEL SQUARE 2 FEET BELOW THE LEVEL
 LZ1014'OF RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0915 ***********************************************************************
 LZ0915  DESIGNATION -  CHISEL SQUARE
 LZ0915  PID         -  LZ0915
 LZ0915  STATE/COUNTY-  PA/CLINTON
 LZ0915  USGS QUAD   -  LOCK HAVEN (1986)
 LZ0915
 LZ0915                         *CURRENT SURVEY CONTROL
 LZ0915  ___________________________________________________________________
 LZ0915* NAD 83(1986)-  41 07 55.     (N)    077 25 22.     (W)     SCALED    
 LZ0915* NAVD 88     -       168.870  (meters)     554.03   (feet)  ADJUSTED  
 LZ0915  ___________________________________________________________________
 LZ0915  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 LZ0915  DYNAMIC HT  -         168.794 (meters)     553.78  (feet)  COMP
 LZ0915  MODELED GRAV-     980,173.1   (mgal)                       NAVD 88
 LZ0915
 LZ0915  VERT ORDER  -  SECOND    CLASS 0
 LZ0915
 LZ0915.The horizontal coordinates were scaled from a topographic map and have
 LZ0915.an estimated accuracy of +/- 6 seconds.
 LZ0915
 LZ0915.The orthometric height was determined by differential leveling
 LZ0915.and adjusted by the National Geodetic Survey in June 1991..
 LZ0915
 LZ0915.The geoid height was determined by GEOID03.
 LZ0915
 LZ0915.The dynamic height is computed by dividing the NAVD 88
 LZ0915.geopotential number by the normal gravity value computed on the
 LZ0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0915.degrees latitude (g = 980.6199 gals.).
 LZ0915
 LZ0915.The modeled gravity was interpolated from observed gravity values.
 LZ0915
 LZ0915;                    North         East    Units  Estimated Accuracy
 LZ0915;SPC PA N     -   107,250.      627,480.      MT  (+/- 180 meters Scaled)
 LZ0915
 LZ0915                          SUPERSEDED SURVEY CONTROL
 LZ0915
 LZ0915  NGVD 29 (??/??/92)  169.070  (m)          554.69   (f) ADJ UNCH    2 0
 LZ0915
 LZ0915.Superseded values are not recommended for survey control.
 LZ0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0915.See file dsdata.txt to determine how the superseded data were derived.
 LZ0915
 LZ0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL966562(NAD 83)
 LZ0915_MARKER: Q = CHISELED SQUARE
 LZ0915_SETTING: 0 = UNSPECIFIED SETTING
 LZ0915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0915
 LZ0915  HISTORY     - Date     Condition        Report By
 LZ0915  HISTORY     - UNK      MONUMENTED       CGS
 LZ0915  HISTORY     - 1960     GOOD             NGS
 LZ0915
 LZ0915                          STATION DESCRIPTION
 LZ0915
 LZ0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LZ0915'0.8 MI E FROM LOCKHAVEN.
 LZ0915'ABOUT 0.85 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LZ0915'RAILROAD STATION IN LOCK HAVEN, 0.1 MILE EAST AND ACROSS THE
 LZ0915'TRACKS FROM A MILE POST, ABOUT 0.25 MILE EAST OF THE EAST END OF
 LZ0915'THE PIPER AIRCRAFT MANUFACTURING BUILDING, ABOUT 1 FOOT WEST
 LZ0915'OF THE EAST EDGE AND 1 FOOT SOUTH OF THE NORTH EDGE OF THE EAST
 LZ0915'MOST OF TWO FOUNDATIONS WHICH HAVE BEEN ABANDON, 18 FEET SOUTH
 LZ0915'OF THE SOUTH MOST RAIL AND 1 FOOT BELOW THE RAIL, A 2 INCH BY
 LZ0915'2 INCH CHISEL SQUARE.  NOTE--THERE USE TO BE A CHISEL SQUARE IN THE
 LZ0915'VICINITY, BUT ABOVE DESCRIBED SQUARE DIDNT FIT DISCRIPTION
 LZ0915'OR ELEVATION.  DUE TO THE FACT THAT IT WAS THE ONLY ONE FOUND
 LZ0915'IT WAS USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1391 ***********************************************************************
 LY1391  DESIGNATION -  CHISEL SQUARE 1
 LY1391  PID         -  LY1391
 LY1391  STATE/COUNTY-  PA/LUZERNE
 LY1391  USGS QUAD   -  AVOCA (1994)
 LY1391
 LY1391                         *CURRENT SURVEY CONTROL
 LY1391  ___________________________________________________________________
 LY1391* NAD 83(1986)-  41 20 30.     (N)    075 43 29.     (W)     SCALED    
 LY1391* NAVD 88     -       282.866  (meters)     928.04   (feet)  ADJUSTED  
 LY1391  ___________________________________________________________________
 LY1391  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 LY1391  DYNAMIC HT  -         282.752 (meters)     927.66  (feet)  COMP
 LY1391  MODELED GRAV-     980,210.1   (mgal)                       NAVD 88
 LY1391
 LY1391  VERT ORDER  -  SECOND    CLASS 0
 LY1391
 LY1391.The horizontal coordinates were scaled from a topographic map and have
 LY1391.an estimated accuracy of +/- 6 seconds.
 LY1391
 LY1391.The orthometric height was determined by differential leveling
 LY1391.and adjusted by the National Geodetic Survey in June 1991..
 LY1391
 LY1391.The geoid height was determined by GEOID03.
 LY1391
 LY1391.The dynamic height is computed by dividing the NAVD 88
 LY1391.geopotential number by the normal gravity value computed on the
 LY1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1391.degrees latitude (g = 980.6199 gals.).
 LY1391
 LY1391.The modeled gravity was interpolated from observed gravity values.
 LY1391
 LY1391;                    North         East    Units  Estimated Accuracy
 LY1391;SPC PA N     -   132,470.      769,490.      MT  (+/- 180 meters Scaled)
 LY1391
 LY1391                          SUPERSEDED SURVEY CONTROL
 LY1391
 LY1391  NGVD 29 (??/??/92)  283.048  (m)          928.63   (f) ADJ UNCH    2 0
 LY1391
 LY1391.Superseded values are not recommended for survey control.
 LY1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1391.See file dsdata.txt to determine how the superseded data were derived.
 LY1391
 LY1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL393769(NAD 83)
 LY1391_MARKER: Q = CHISELED SQUARE
 LY1391_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1391_SP_SET: SIDEWALK
 LY1391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1391
 LY1391  HISTORY     - Date     Condition        Report By
 LY1391  HISTORY     - UNK      MONUMENTED       CGS
 LY1391  HISTORY     - 1962     GOOD             NGS
 LY1391  HISTORY     - 1970     GOOD             NGS
 LY1391  HISTORY     - 19940330 MARK NOT FOUND   LOCENG
 LY1391
 LY1391                          STATION DESCRIPTION
 LY1391
 LY1391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 LY1391'AT AVOCA.
 LY1391'8.25 MILES NORTHEAST ALONG STATE HIGHWAY 315 FROM THE JUNCTION
 LY1391'OF STATE HIGHWAYS 315 AND 115 AT THE VETERANS ADMINISTRATION
 LY1391'HOSPITAL IN WILKES-BARRE, LUZERNE COUNTY, 0.55 MILE EAST ALONG
 LY1391'THE ROAD TO THE AIRPORT AND ADMINISTRATION BUILDING (THIS
 LY1391'WILL BE THE OLD ADMINISTRATION BUILDING UPON COMPLETION OF ONE
 LY1391'NOW BEING BUILT), AT THE SOUTHWEST CORNER OF THE ADMINISTRATION
 LY1391'BUILDING ON THE SOUTH SIDE OF THE CORNER OF THE BUILDING CUT
 LY1391'IN THE FOUNDATION-SIDEWALK.  NOTE-- THE MARK IS ACROSS THE AIRPORT
 LY1391'FROM THE PRESENT TERMINAL BUILDING.  THE BUILDING IS NOW USED
 LY1391'AS A MAINTAINENCE SHOP.  IT IS NORTH OF THE PRESENT TERMINAL.
 LY1391
 LY1391                          STATION RECOVERY (1970)
 LY1391
 LY1391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LY1391'RECOVERED IN GOOD CONDITION.
 LY1391
 LY1391                          STATION RECOVERY (1994)
 LY1391
 LY1391'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLM)
 LY1391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0007 ***********************************************************************
 ND0007  TIDAL BM    -  This is a Tidal Bench Mark.
 ND0007  DESIGNATION -  CHISELED CROSS
 ND0007  PID         -  ND0007
 ND0007  STATE/COUNTY-  PA/ERIE
 ND0007  USGS QUAD   -  ERIE NORTH (1996)
 ND0007
 ND0007                         *CURRENT SURVEY CONTROL
 ND0007  ___________________________________________________________________
 ND0007* NAD 83(1986)-  42 09 10.     (N)    080 04 42.     (W)     SCALED    
 ND0007* NAVD 88     -       176.306  (meters)     578.43   (feet)  POSTED    
 ND0007  ___________________________________________________________________
 ND0007  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 ND0007  DYNAMIC HT  -         176.240 (meters)     578.21  (feet)  COMP
 ND0007  MODELED GRAV-     980,268.6   (mgal)                       NAVD 88
 ND0007
 ND0007  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 ND0007
 ND0007.The horizontal coordinates were scaled from a topographic map and have
 ND0007.an estimated accuracy of +/- 6 seconds.
 ND0007
 ND0007.The orthometric height was determined by differential leveling
 ND0007.and adjusted by the National Geodetic Survey in 1992..
 ND0007.No vertical observational check was made to the station.
 ND0007.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 ND0007.was located on a no-check spur therefore a value was not computed.
 ND0007
 ND0007.This Tidal Bench Mark is designated as VM 12812
 ND0007.by the Center for Operational Oceanographic Products and Services.
 ND0007
 ND0007.The geoid height was determined by GEOID03.
 ND0007
 ND0007.The dynamic height is computed by dividing the NAVD 88
 ND0007.geopotential number by the normal gravity value computed on the
 ND0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0007.degrees latitude (g = 980.6199 gals.).
 ND0007
 ND0007.The modeled gravity was interpolated from observed gravity values.
 ND0007
 ND0007;                    North         East    Units  Estimated Accuracy
 ND0007;SPC PA N     -   223,160.      407,570.      MT  (+/- 180 meters Scaled)
 ND0007
 ND0007                          SUPERSEDED SURVEY CONTROL
 ND0007
 ND0007  NGVD 29 (??/??/92)  176.532  (m)          579.17   (f) ADJ UNCH    1 2
 ND0007
 ND0007.Superseded values are not recommended for survey control.
 ND0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0007.See file dsdata.txt to determine how the superseded data were derived.
 ND0007
 ND0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG761671(NAD 83)
 ND0007_MARKER: X = CHISELED CROSS
 ND0007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ND0007_SP_SET: BUILDING
 ND0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0007
 ND0007  HISTORY     - Date     Condition        Report By
 ND0007  HISTORY     - 1934     MONUMENTED       CGS
 ND0007  HISTORY     - 1983     MARK NOT FOUND   NGS
 ND0007  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 ND0007  HISTORY     - 19961228 MARK NOT FOUND   USPSQD
 ND0007
 ND0007                          STATION DESCRIPTION
 ND0007
 ND0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ND0007'AT ERIE.
 ND0007'AT ERIE, ERIE COUNTY, AT THE HARBOR ENTRANCE, AT THE NEW (1934)
 ND0007'LIGHTHOUSE-KEEPERS DWELLING, ON THE WEST FACE OF THE FOUNDATION, 6
 ND0007'INCHES NORTH OF THE SOUTHWEST CORNER, AND 1 FOOT ABOVE THE GROUND.
 ND0007'A CHISELED CROSS.
 ND0007
 ND0007                          STATION RECOVERY (1983)
 ND0007
 ND0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ND0007'CONSIDERED DESTROYED, AS THE LIGHTHOUSE KEEPERS HOUSE HAS BEEN TORN
 ND0007'DOWN.
 ND0007
 ND0007                          STATION RECOVERY (1996)
 ND0007
 ND0007'RECOVERY NOTE BY US POWER SQUADRON 1996
 ND0007'MARK NOT FOUND.
 ND0007
 ND0007                          STATION RECOVERY (1996)
 ND0007
 ND0007'RECOVERY NOTE BY US POWER SQUADRON 1996
 ND0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2344 ***********************************************************************
 KV2344  DESIGNATION -  CHISELED CROSS
 KV2344  PID         -  KV2344
 KV2344  STATE/COUNTY-  PA/MONTGOMERY
 KV2344  USGS QUAD   -  BOYERTOWN (1995)
 KV2344
 KV2344                         *CURRENT SURVEY CONTROL
 KV2344  ___________________________________________________________________
 KV2344* NAD 83(1986)-  40 15 05.     (N)    075 38 42.     (W)     SCALED    
 KV2344* NAVD 88     -        56.563  (meters)     185.57   (feet)  ADJUSTED  
 KV2344  ___________________________________________________________________
 KV2344  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 KV2344  DYNAMIC HT  -          56.535 (meters)     185.48  (feet)  COMP
 KV2344  MODELED GRAV-     980,117.4   (mgal)                       NAVD 88
 KV2344
 KV2344  VERT ORDER  -  SECOND    CLASS 0
 KV2344
 KV2344.The horizontal coordinates were scaled from a topographic map and have
 KV2344.an estimated accuracy of +/- 6 seconds.
 KV2344
 KV2344.The orthometric height was determined by differential leveling
 KV2344.and adjusted by the National Geodetic Survey in June 1991..
 KV2344
 KV2344.The geoid height was determined by GEOID03.
 KV2344
 KV2344.The dynamic height is computed by dividing the NAVD 88
 KV2344.geopotential number by the normal gravity value computed on the
 KV2344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2344.degrees latitude (g = 980.6199 gals.).
 KV2344
 KV2344.The modeled gravity was interpolated from observed gravity values.
 KV2344
 KV2344;                    North         East    Units  Estimated Accuracy
 KV2344;SPC PA S     -   104,070.      779,070.      MT  (+/- 180 meters Scaled)
 KV2344
 KV2344                          SUPERSEDED SURVEY CONTROL
 KV2344
 KV2344  NGVD 29 (??/??/??)   56.835  (m)          186.47   (f) ADJUSTED    2 0
 KV2344
 KV2344.Superseded values are not recommended for survey control.
 KV2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2344.See file dsdata.txt to determine how the superseded data were derived.
 KV2344
 KV2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK451558(NAD 83)
 KV2344_MARKER: X = CHISELED CROSS
 KV2344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2344_SP_SET: STONE
 KV2344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2344+STABILITY: SURFACE MOTION
 KV2344
 KV2344  HISTORY     - Date     Condition        Report By
 KV2344  HISTORY     - UNK      MONUMENTED       CGS
 KV2344  HISTORY     - 1935     GOOD             CGS
 KV2344  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV2344  HISTORY     - 20021026 MARK NOT FOUND   USPSQD
 KV2344
 KV2344                          STATION DESCRIPTION
 KV2344
 KV2344'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV2344'AT POTTSTOWN.
 KV2344'AT POTTSTOWN, MONTGOMERY COUNTY, ABOUT 0.5 MILE NORTHEAST ALONG
 KV2344'STATE HIGHWAY 663 (CHARLOTTE STREET) FROM ITS JUNCTION WITH
 KV2344'U.S. HIGHWAY 422 (HIGH STREET), AT THE INTERSECTION OF NORTH
 KV2344'CHARLOTTE STREET AND JEFFERSON AVENUE, 29 FEET NORTHWEST OF THE
 KV2344'CENTER LINE OF NORTH CHARLOTTE STREET, 16 FEET SOUTHWEST OF
 KV2344'THE CENTER LINE OF JEFFERSON AVENUE, AT THE EAST CORNER OF A
 KV2344'CEMETERY, AND ON THE TOP OF A LARGE STONE AT A HEDGE CORNER.
 KV2344'A FAINT CHISELED CROSS.
 KV2344
 KV2344                          STATION RECOVERY (1990)
 KV2344
 KV2344'RECOVERY NOTE BY US POWER SQUADRON 1990 (JDC)
 KV2344'MARK NOT FOUND.
 KV2344
 KV2344                          STATION RECOVERY (2002)
 KV2344
 KV2344'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KV2344'CORNER LANDSCAPED TO ACCOMODATE A FENCE AROUND THE CEMETARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0395 ***********************************************************************
 MB0395  DESIGNATION -  CHISELED SQUARE
 MB0395  PID         -  MB0395
 MB0395  STATE/COUNTY-  PA/MERCER
 MB0395  USGS QUAD   -  SHARON EAST (1981)
 MB0395
 MB0395                         *CURRENT SURVEY CONTROL
 MB0395  ___________________________________________________________________
 MB0395* NAD 83(1986)-  41 11 37.     (N)    080 23 02.     (W)     SCALED    
 MB0395* NAVD 88     -       336.447  (meters)    1103.83   (feet)  ADJUSTED  
 MB0395  ___________________________________________________________________
 MB0395  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 MB0395  DYNAMIC HT  -         336.295 (meters)    1103.33  (feet)  COMP
 MB0395  MODELED GRAV-     980,164.7   (mgal)                       NAVD 88
 MB0395
 MB0395  VERT ORDER  -  SECOND    CLASS 0
 MB0395
 MB0395.The horizontal coordinates were scaled from a topographic map and have
 MB0395.an estimated accuracy of +/- 6 seconds.
 MB0395
 MB0395.The orthometric height was determined by differential leveling
 MB0395.and adjusted by the National Geodetic Survey in June 1991..
 MB0395
 MB0395.The geoid height was determined by GEOID03.
 MB0395
 MB0395.The dynamic height is computed by dividing the NAVD 88
 MB0395.geopotential number by the normal gravity value computed on the
 MB0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0395.degrees latitude (g = 980.6199 gals.).
 MB0395
 MB0395.The modeled gravity was interpolated from observed gravity values.
 MB0395
 MB0395;                    North         East    Units  Estimated Accuracy
 MB0395;SPC PA N     -   117,410.      379,090.      MT  (+/- 180 meters Scaled)
 MB0395
 MB0395                          SUPERSEDED SURVEY CONTROL
 MB0395
 MB0395  NGVD 29 (??/??/92)  336.61   (m)         1104.4    (f) COMPUTED    2 0
 MB0395
 MB0395.Superseded values are not recommended for survey control.
 MB0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0395.See file dsdata.txt to determine how the superseded data were derived.
 MB0395
 MB0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF516604(NAD 83)
 MB0395_MARKER: Q = CHISELED SQUARE
 MB0395_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0395_SP_SET: ABUTMENT
 MB0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0395
 MB0395  HISTORY     - Date     Condition        Report By
 MB0395  HISTORY     - UNK      MONUMENTED       USGS
 MB0395  HISTORY     - 1958     GOOD             NGS
 MB0395
 MB0395                          STATION DESCRIPTION
 MB0395
 MB0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MB0395'1.2 MI SW FROM GREENFIELD.
 MB0395'ABOUT 1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 318 FROM THE CROSSROAD
 MB0395'IN GREENFIELD, IN THE NORTHEAST CONCRETE ABUTMENT OF A BRIDGE, IN
 MB0395'THE NORTHEAST CORNER OF THE ABUTMENT, 7.0 FEET NORTHEAST OF
 MB0395'NORTH END OF THE HEADWALL, 20 FEET EAST OF CENTER OF ROAD AND
 MB0395'106 FEET SOUTHEAST OF THE T-ROAD JUNCTION.  A U.S. GEOLOGICAL
 MB0395'SURVEY CHISELED SQUARE ON TOP OF THE CONCRETE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1141 ***********************************************************************
 LZ1141  DESIGNATION -  CHISELED SQUARE
 LZ1141  PID         -  LZ1141
 LZ1141  STATE/COUNTY-  PA/LYCOMING
 LZ1141  USGS QUAD   -  SALLADASBURG (1973)
 LZ1141
 LZ1141                         *CURRENT SURVEY CONTROL
 LZ1141  ___________________________________________________________________
 LZ1141* NAD 83(1986)-  41 20 11.     (N)    077 14 36.     (W)     SCALED    
 LZ1141* NAVD 88     -       298.373  (meters)     978.91   (feet)  ADJUSTED  
 LZ1141  ___________________________________________________________________
 LZ1141  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 LZ1141  DYNAMIC HT  -         298.237 (meters)     978.47  (feet)  COMP
 LZ1141  MODELED GRAV-     980,160.7   (mgal)                       NAVD 88
 LZ1141
 LZ1141  VERT ORDER  -  SECOND    CLASS 0
 LZ1141
 LZ1141.The horizontal coordinates were scaled from a topographic map and have
 LZ1141.an estimated accuracy of +/- 6 seconds.
 LZ1141
 LZ1141.The orthometric height was determined by differential leveling
 LZ1141.and adjusted by the National Geodetic Survey in June 1991..
 LZ1141
 LZ1141.The geoid height was determined by GEOID03.
 LZ1141
 LZ1141.The dynamic height is computed by dividing the NAVD 88
 LZ1141.geopotential number by the normal gravity value computed on the
 LZ1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1141.degrees latitude (g = 980.6199 gals.).
 LZ1141
 LZ1141.The modeled gravity was interpolated from observed gravity values.
 LZ1141
 LZ1141;                    North         East    Units  Estimated Accuracy
 LZ1141;SPC PA N     -   130,030.      642,410.      MT  (+/- 180 meters Scaled)
 LZ1141
 LZ1141                          SUPERSEDED SURVEY CONTROL
 LZ1141
 LZ1141  NGVD 29 (??/??/92)  298.56   (m)          979.5    (f) COMPUTED    2 0
 LZ1141
 LZ1141.Superseded values are not recommended for survey control.
 LZ1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1141.See file dsdata.txt to determine how the superseded data were derived.
 LZ1141
 LZ1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL122785(NAD 83)
 LZ1141_MARKER: Q = CHISELED SQUARE
 LZ1141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1141_SP_SET: BRIDGE
 LZ1141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1141
 LZ1141  HISTORY     - Date     Condition        Report By
 LZ1141  HISTORY     - UNK      MONUMENTED       CGS
 LZ1141  HISTORY     - 1935     GOOD             NGS
 LZ1141
 LZ1141                          STATION DESCRIPTION
 LZ1141
 LZ1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ1141'4 MI N FROM SALLADASBURG.
 LZ1141'ABOUT 4.0 MILES NORTH ALONG STATE HIGHWAY 84 FROM SALLADASBURG,
 LZ1141'LYCOMING COUNTY, AT STATION 4-85+68, AT A 45-FOOT SPAN TRUSS
 LZ1141'BRIDGE OVER A CREEK, ON THE TOP OF THE SOUTHEAST MASONRY WING
 LZ1141'WALL, 8 INCHES SOUTHEAST OF THE NORTHWEST END, 26 FEET EAST OF
 LZ1141'THE CENTER LINE OF THE HIGHWAY, 9 FEET SOUTH OF THE CENTER LINE
 LZ1141'OF A DIRT ROAD, AND ABOUT 2 FEET HIGHER THAN THE ROADWAY.  A
 LZ1141'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1275 ***********************************************************************
 KX1275  DESIGNATION -  CHISELED SQUARE
 KX1275  PID         -  KX1275
 KX1275  STATE/COUNTY-  PA/FAYETTE
 KX1275  USGS QUAD   -  FAYETTE CITY (1979)
 KX1275
 KX1275                         *CURRENT SURVEY CONTROL
 KX1275  ___________________________________________________________________
 KX1275* NAD 83(1986)-  40 01 03.     (N)    079 48 05.     (W)     SCALED    
 KX1275* NAVD 88     -       259.881  (meters)     852.63   (feet)  POSTED    
 KX1275  ___________________________________________________________________
 KX1275  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KX1275  DYNAMIC HT  -         259.730 (meters)     852.13  (feet)  COMP
 KX1275  MODELED GRAV-     980,058.3   (mgal)                       NAVD 88
 KX1275
 KX1275  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 KX1275
 KX1275.The horizontal coordinates were scaled from a topographic map and have
 KX1275.an estimated accuracy of +/- 6 seconds.
 KX1275
 KX1275.The orthometric height was determined by differential leveling
 KX1275.and adjusted by the National Geodetic Survey in 1992..
 KX1275.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 KX1275.rate of 3.1 thru 4.0 mm/km.
 KX1275
 KX1275.The geoid height was determined by GEOID03.
 KX1275
 KX1275.The dynamic height is computed by dividing the NAVD 88
 KX1275.geopotential number by the normal gravity value computed on the
 KX1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1275.degrees latitude (g = 980.6199 gals.).
 KX1275
 KX1275.The modeled gravity was interpolated from observed gravity values.
 KX1275
 KX1275;                    North         East    Units  Estimated Accuracy
 KX1275;SPC PA S     -    78,000.      424,890.      MT  (+/- 180 meters Scaled)
 KX1275
 KX1275                          SUPERSEDED SURVEY CONTROL
 KX1275
 KX1275  NGVD 29 (??/??/92)  260.04   (m)          853.1    (f) COMPUTED    2 0
 KX1275
 KX1275.Superseded values are not recommended for survey control.
 KX1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1275.See file dsdata.txt to determine how the superseded data were derived.
 KX1275
 KX1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE022303(NAD 83)
 KX1275_MARKER: Q = CHISELED SQUARE
 KX1275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1275_SP_SET: CULVERT
 KX1275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1275
 KX1275  HISTORY     - Date     Condition        Report By
 KX1275  HISTORY     - UNK      MONUMENTED       CGS
 KX1275  HISTORY     - 1935     GOOD             NGS
 KX1275  HISTORY     - 1983     MARK NOT FOUND   NGS
 KX1275
 KX1275                          STATION DESCRIPTION
 KX1275
 KX1275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX1275'3.3 MI NW FROM SMOCK.
 KX1275'3.3 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1275'STATION AT SMOCK, AT A CULVERT BETWEEN TWO HIGHWAY CROSSINGS,
 KX1275'AND ON THE TOP OF THE SOUTHWEST HEADWALL.  A CHISELED SQUARE.
 KX1275
 KX1275                          STATION RECOVERY (1983)
 KX1275
 KX1275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1275'NOT RECOVERED, COULD NOT LOCATE DESCRIBED CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1060 ***********************************************************************
 LZ1060  DESIGNATION -  CHISELED SQUARE
 LZ1060  PID         -  LZ1060
 LZ1060  STATE/COUNTY-  PA/CLINTON
 LZ1060  USGS QUAD   -  JERSEY SHORE (1986)
 LZ1060
 LZ1060                         *CURRENT SURVEY CONTROL
 LZ1060  ___________________________________________________________________
 LZ1060* NAD 83(1986)-  41 11 21.     (N)    077 18 02.     (W)     SCALED    
 LZ1060* NAVD 88     -       169.975  (meters)     557.66   (feet)  ADJUSTED  
 LZ1060  ___________________________________________________________________
 LZ1060  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 LZ1060  DYNAMIC HT  -         169.899 (meters)     557.41  (feet)  COMP
 LZ1060  MODELED GRAV-     980,179.0   (mgal)                       NAVD 88
 LZ1060
 LZ1060  VERT ORDER  -  SECOND    CLASS 0
 LZ1060
 LZ1060.The horizontal coordinates were scaled from a topographic map and have
 LZ1060.an estimated accuracy of +/- 6 seconds.
 LZ1060
 LZ1060.The orthometric height was determined by differential leveling
 LZ1060.and adjusted by the National Geodetic Survey in June 1991..
 LZ1060
 LZ1060.The geoid height was determined by GEOID03.
 LZ1060
 LZ1060.The dynamic height is computed by dividing the NAVD 88
 LZ1060.geopotential number by the normal gravity value computed on the
 LZ1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1060.degrees latitude (g = 980.6199 gals.).
 LZ1060
 LZ1060.The modeled gravity was interpolated from observed gravity values.
 LZ1060
 LZ1060;                    North         East    Units  Estimated Accuracy
 LZ1060;SPC PA N     -   113,650.      637,700.      MT  (+/- 180 meters Scaled)
 LZ1060
 LZ1060                          SUPERSEDED SURVEY CONTROL
 LZ1060
 LZ1060  NGVD 29 (??/??/92)  170.18   (m)          558.3    (f) COMPUTED    2 0
 LZ1060
 LZ1060.Superseded values are not recommended for survey control.
 LZ1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1060.See file dsdata.txt to determine how the superseded data were derived.
 LZ1060
 LZ1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL070623(NAD 83)
 LZ1060_MARKER: Q = CHISELED SQUARE
 LZ1060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1060_SP_SET: ABUTMENT
 LZ1060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1060
 LZ1060  HISTORY     - Date     Condition        Report By
 LZ1060  HISTORY     - UNK      MONUMENTED       USGS
 LZ1060  HISTORY     - 1934     GOOD             NGS
 LZ1060
 LZ1060                          STATION DESCRIPTION
 LZ1060
 LZ1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1060'0.2 MI NE FROM AVIS.
 LZ1060'ABOUT 0.2 MILE NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LZ1060'THE STATION AT AVIS, CLINTON COUNTY, AT BRIDGE 1 B IN RAILROAD
 LZ1060'YARD, AND IN THE TOP OF THE EAST ABUTMENT OF THE UNDERPASS OF
 LZ1060'A CINDER ROAD.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1048 ***********************************************************************
 LY1048  DESIGNATION -  CHISELED SQUARE
 LY1048  PID         -  LY1048
 LY1048  STATE/COUNTY-  PA/LACKAWANNA
 LY1048  USGS QUAD   -  WAYMART (1994)
 LY1048
 LY1048                         *CURRENT SURVEY CONTROL
 LY1048  ___________________________________________________________________
 LY1048* NAD 83(1986)-  41 34 39.     (N)    075 29 27.     (W)     SCALED    
 LY1048* NAVD 88     -       386.554  (meters)    1268.22   (feet)  ADJUSTED  
 LY1048  ___________________________________________________________________
 LY1048  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 LY1048  DYNAMIC HT  -         386.405 (meters)    1267.73  (feet)  COMP
 LY1048  MODELED GRAV-     980,225.5   (mgal)                       NAVD 88
 LY1048
 LY1048  VERT ORDER  -  SECOND    CLASS 0
 LY1048
 LY1048.The horizontal coordinates were scaled from a topographic map and have
 LY1048.an estimated accuracy of +/- 6 seconds.
 LY1048
 LY1048.The orthometric height was determined by differential leveling
 LY1048.and adjusted by the National Geodetic Survey in June 1991..
 LY1048
 LY1048.The geoid height was determined by GEOID03.
 LY1048
 LY1048.The dynamic height is computed by dividing the NAVD 88
 LY1048.geopotential number by the normal gravity value computed on the
 LY1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1048.degrees latitude (g = 980.6199 gals.).
 LY1048
 LY1048.The modeled gravity was interpolated from observed gravity values.
 LY1048
 LY1048;                    North         East    Units  Estimated Accuracy
 LY1048;SPC PA N     -   159,140.      788,380.      MT  (+/- 180 meters Scaled)
 LY1048
 LY1048                          SUPERSEDED SURVEY CONTROL
 LY1048
 LY1048  NGVD 29 (??/??/92)  386.752  (m)         1268.87   (f) ADJ UNCH    2 0
 LY1048
 LY1048.Superseded values are not recommended for survey control.
 LY1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1048.See file dsdata.txt to determine how the superseded data were derived.
 LY1048
 LY1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM590029(NAD 83)
 LY1048_MARKER: Q = CHISELED SQUARE
 LY1048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1048_SP_SET: STEP
 LY1048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1048
 LY1048  HISTORY     - Date     Condition        Report By
 LY1048  HISTORY     - UNK      MONUMENTED       PADH
 LY1048  HISTORY     - 1934     GOOD             NGS
 LY1048
 LY1048                          STATION DESCRIPTION
 LY1048
 LY1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY1048'AT CARBONDALE.
 LY1048'AT CARBONDALE, LACKAWANNA COUNTY, AT 110 CANAAN STREET, ON THE
 LY1048'CONCRETE STEP OF THE WALK TO THE BACK PORCH OF THE DWELLING OF
 LY1048'MR. J. KELLY, 15 FEET NORTHEAST OF THE CENTER LINE OF HOWARD
 LY1048'AVENUE, 20 FEET SOUTHEAST OF THE CENTER LINE OF CANAAN STREET,
 LY1048'AND LEVEL WITH CANAAN STREET.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0041 ***********************************************************************
 KX0041  DESIGNATION -  CHISELED SQUARE
 KX0041  PID         -  KX0041
 KX0041  STATE/COUNTY-  PA/BLAIR
 KX0041  USGS QUAD   -  BELLWOOD (1984)
 KX0041
 KX0041                         *CURRENT SURVEY CONTROL
 KX0041  ___________________________________________________________________
 KX0041* NAD 83(1986)-  40 37 14.     (N)    078 19 20.     (W)     SCALED    
 KX0041* NAVD 88     -       313.257  (meters)    1027.74   (feet)  ADJUSTED  
 KX0041  ___________________________________________________________________
 KX0041  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KX0041  DYNAMIC HT  -         313.096 (meters)    1027.22  (feet)  COMP
 KX0041  MODELED GRAV-     980,102.4   (mgal)                       NAVD 88
 KX0041
 KX0041  VERT ORDER  -  FIRST     CLASS I
 KX0041
 KX0041.The horizontal coordinates were scaled from a topographic map and have
 KX0041.an estimated accuracy of +/- 6 seconds.
 KX0041
 KX0041.The orthometric height was determined by differential leveling
 KX0041.and adjusted by the National Geodetic Survey in June 1991..
 KX0041
 KX0041.The geoid height was determined by GEOID03.
 KX0041
 KX0041.The dynamic height is computed by dividing the NAVD 88
 KX0041.geopotential number by the normal gravity value computed on the
 KX0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0041.degrees latitude (g = 980.6199 gals.).
 KX0041
 KX0041.The modeled gravity was interpolated from observed gravity values.
 KX0041
 KX0041;                    North         East    Units  Estimated Accuracy
 KX0041;SPC PA S     -   143,090.      551,580.      MT  (+/- 180 meters Scaled)
 KX0041
 KX0041                          SUPERSEDED SURVEY CONTROL
 KX0041
 KX0041  NGVD 29 (??/??/92)  313.424  (m)         1028.29   (f) ADJ UNCH    1 1
 KX0041
 KX0041.Superseded values are not recommended for survey control.
 KX0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0041.See file dsdata.txt to determine how the superseded data were derived.
 KX0041
 KX0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF265000(NAD 83)
 KX0041_MARKER: Q = CHISELED SQUARE
 KX0041_SETTING: 0 = UNSPECIFIED SETTING
 KX0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0041
 KX0041  HISTORY     - Date     Condition        Report By
 KX0041  HISTORY     - UNK      MONUMENTED       CGS
 KX0041  HISTORY     - 1966     GOOD             NGS
 KX0041  HISTORY     - 20050524 MARK NOT FOUND   INDIV
 KX0041  HISTORY     - 20050524 POOR             INDIV
 KX0041
 KX0041                          STATION DESCRIPTION
 KX0041
 KX0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0041'1.5 MI NE FROM BELLWOOD.
 KX0041'ABOUT 1.5 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0041'STATE HIGHWAY 865 OVERPASS AT BELLWOOD, 0.15 MILE NORTH OF A
 KX0041'BLACK TOPPED ROAD CROSSING AT FOSTORIA, 0.2 MILE NORTH OF
 KX0041'MILEPOST 228, A 2 INCH CHISELED SQUARE 1.1 FEET NORTH OF THE SOUTH
 KX0041'END OF THE WEST CONCRETE AND ROCK HEAD WALL FOR AN ARCHED BRIDGE
 KX0041'UNDER TRACKS, 6.4 FEET WEST OF THE WEST RAIL OF THE WEST TRACK
 KX0041'AND 1 FOOT BELOW THE LEVEL OF THE TRACK.
 KX0041
 KX0041                          STATION RECOVERY (2005)
 KX0041
 KX0041'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDY)
 KX0041'IT APPEARS RAILROAD MAINTENANCE HAS COVERED THIS MARK WITH A STRUCTURE
 KX0041'OR HAS REMOVED THE MARK.
 KX0041
 KX0041                          STATION RECOVERY (2005)
 KX0041
 KX0041'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDY)
 KX0041'THE CONCRETE AND ROCK HEADWALL FOR THE ARCH RAILROAD BRIDGE WAS FOUND,
 KX0041'HOWEVER THE RAILROAD HAS ERECTED A SAFETY RAILING ON TOP OF THE
 KX0041'HEADWALL AND HAS COVERED THE SQUARE CUT MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2037 ***********************************************************************
 KV2037  DESIGNATION -  CHISELED SQUARE
 KV2037  PID         -  KV2037
 KV2037  STATE/COUNTY-  PA/BUCKS
 KV2037  USGS QUAD   -  BUCKINGHAM (1980)
 KV2037
 KV2037                         *CURRENT SURVEY CONTROL
 KV2037  ___________________________________________________________________
 KV2037* NAD 83(1986)-  40 19 24.     (N)    075 03 39.     (W)     SCALED    
 KV2037* NAVD 88     -        71.853  (meters)     235.74   (feet)  ADJUSTED  
 KV2037  ___________________________________________________________________
 KV2037  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 KV2037  DYNAMIC HT  -          71.818 (meters)     235.62  (feet)  COMP
 KV2037  MODELED GRAV-     980,136.3   (mgal)                       NAVD 88
 KV2037
 KV2037  VERT ORDER  -  SECOND    CLASS 0
 KV2037
 KV2037.The horizontal coordinates were scaled from a topographic map and have
 KV2037.an estimated accuracy of +/- 6 seconds.
 KV2037
 KV2037.The orthometric height was determined by differential leveling
 KV2037.and adjusted by the National Geodetic Survey in June 1991..
 KV2037
 KV2037.The geoid height was determined by GEOID03.
 KV2037
 KV2037.The dynamic height is computed by dividing the NAVD 88
 KV2037.geopotential number by the normal gravity value computed on the
 KV2037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2037.degrees latitude (g = 980.6199 gals.).
 KV2037
 KV2037.The modeled gravity was interpolated from observed gravity values.
 KV2037
 KV2037;                    North         East    Units  Estimated Accuracy
 KV2037;SPC PA S     -   113,400.      828,510.      MT  (+/- 180 meters Scaled)
 KV2037
 KV2037                          SUPERSEDED SURVEY CONTROL
 KV2037
 KV2037  NGVD 29 (??/??/??)   72.113  (m)          236.59   (f) ADJUSTED    2 0
 KV2037
 KV2037.Superseded values are not recommended for survey control.
 KV2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2037.See file dsdata.txt to determine how the superseded data were derived.
 KV2037
 KV2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK948636(NAD 83)
 KV2037_MARKER: Q = CHISELED SQUARE
 KV2037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2037_SP_SET: MONUMENT
 KV2037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2037
 KV2037  HISTORY     - Date     Condition        Report By
 KV2037  HISTORY     - UNK      MONUMENTED       CGS
 KV2037  HISTORY     - 1944     GOOD             CGS
 KV2037  HISTORY     - 1953     POOR             USGS
 KV2037
 KV2037                          STATION DESCRIPTION
 KV2037
 KV2037'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KV2037'4 MI ENE FROM DOYLESTOWN.
 KV2037'THE CHISELED SQUARE IS 4.05 MILES EAST NORTHEAST OF THE JUNCTION
 KV2037'OF U.S. HIGHWAY 611 AND 202 IN THE CITY OF DOYLESTOWN, IT IS
 KV2037'NEAR THE CENTER OF THE INTERSECTION OF THE JUNCTION OF STATE
 KV2037'HIGHWAY 263 AND U.S. HIGHWAY 202.  THE CHISELED SQUARE IS ON THE
 KV2037'BASE OF A LARGE STONE MONUMENT.  THE MONUMENT HAS ENSCRIBED ON
 KV2037'A BRONZE PLATE THE HONOR ROLL OF BUCKINGHAM TOWNSHIP.  THE
 KV2037'CHISELED SQUARE HAS BEEN WHITE WASHED MANY TIMES BUT IF STILL
 KV2037'NOTICABLE.
 KV2037
 KV2037                          STATION RECOVERY (1953)
 KV2037
 KV2037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 KV2037'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1885 ***********************************************************************
 KV1885  DESIGNATION -  CHISELED SQUARE
 KV1885  PID         -  KV1885
 KV1885  STATE/COUNTY-  PA/BUCKS
 KV1885  USGS QUAD   -  HATBORO (1966)
 KV1885
 KV1885                         *CURRENT SURVEY CONTROL
 KV1885  ___________________________________________________________________
 KV1885* NAD 83(1986)-  40 09 43.     (N)    075 00 22.     (W)     SCALED    
 KV1885* NAVD 88     -        52.510  (meters)     172.28   (feet)  ADJUSTED  
 KV1885  ___________________________________________________________________
 KV1885  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KV1885  DYNAMIC HT  -          52.486 (meters)     172.20  (feet)  COMP
 KV1885  MODELED GRAV-     980,168.5   (mgal)                       NAVD 88
 KV1885
 KV1885  VERT ORDER  -  SECOND    CLASS 0
 KV1885
 KV1885.The horizontal coordinates were scaled from a topographic map and have
 KV1885.an estimated accuracy of +/- 6 seconds.
 KV1885
 KV1885.The orthometric height was determined by differential leveling
 KV1885.and adjusted by the National Geodetic Survey in June 1991..
 KV1885
 KV1885.The geoid height was determined by GEOID03.
 KV1885
 KV1885.The dynamic height is computed by dividing the NAVD 88
 KV1885.geopotential number by the normal gravity value computed on the
 KV1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1885.degrees latitude (g = 980.6199 gals.).
 KV1885
 KV1885.The modeled gravity was interpolated from observed gravity values.
 KV1885
 KV1885;                    North         East    Units  Estimated Accuracy
 KV1885;SPC PA S     -    95,640.      833,710.      MT  (+/- 180 meters Scaled)
 KV1885
 KV1885                          SUPERSEDED SURVEY CONTROL
 KV1885
 KV1885  NGVD 29 (??/??/??)   52.812  (m)          173.27   (f) ADJUSTED    2 0
 KV1885
 KV1885.Superseded values are not recommended for survey control.
 KV1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1885.See file dsdata.txt to determine how the superseded data were derived.
 KV1885
 KV1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK994457(NAD 83)
 KV1885_MARKER: Q = CHISELED SQUARE
 KV1885_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1885_SP_SET: SIGNAL BASE
 KV1885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1885
 KV1885  HISTORY     - Date     Condition        Report By
 KV1885  HISTORY     - UNK      MONUMENTED       CGS
 KV1885  HISTORY     - 1956     MARK NOT FOUND   CGS
 KV1885
 KV1885                          STATION DESCRIPTION
 KV1885
 KV1885'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1885'13.6 MI W FROM MORRISVILLE.
 KV1885'3-1/2 POLES WEST OF MILEPOST 33, AT THE SOUTHWEST CORNER OF A
 KV1885'ROAD CROSSING, 6 FEET NORTH OF THE CENTERLINE OF THE NORTH
 KV1885'TRACK, AND ON THE TOP OF THE CONCRETE BASE OF A SIGNAL TERMINAL
 KV1885'BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0681 ***********************************************************************
 LZ0681  DESIGNATION -  CHISELED SQUARE 17
 LZ0681  PID         -  LZ0681
 LZ0681  STATE/COUNTY-  PA/TIOGA
 LZ0681  USGS QUAD   -  ASAPH (1969)
 LZ0681
 LZ0681                         *CURRENT SURVEY CONTROL
 LZ0681  ___________________________________________________________________
 LZ0681* NAD 83(1986)-  41 46 40.     (N)    077 22 49.     (W)     SCALED    
 LZ0681* NAVD 88     -       355.284  (meters)    1165.63   (feet)  ADJUSTED  
 LZ0681  ___________________________________________________________________
 LZ0681  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 LZ0681  DYNAMIC HT  -         355.137 (meters)    1165.15  (feet)  COMP
 LZ0681  MODELED GRAV-     980,199.2   (mgal)                       NAVD 88
 LZ0681
 LZ0681  VERT ORDER  -  SECOND    CLASS 0
 LZ0681
 LZ0681.The horizontal coordinates were scaled from a topographic map and have
 LZ0681.an estimated accuracy of +/- 6 seconds.
 LZ0681
 LZ0681.The orthometric height was determined by differential leveling
 LZ0681.and adjusted by the National Geodetic Survey in June 1991..
 LZ0681
 LZ0681.The geoid height was determined by GEOID03.
 LZ0681
 LZ0681.The dynamic height is computed by dividing the NAVD 88
 LZ0681.geopotential number by the normal gravity value computed on the
 LZ0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0681.degrees latitude (g = 980.6199 gals.).
 LZ0681
 LZ0681.The modeled gravity was interpolated from observed gravity values.
 LZ0681
 LZ0681;                    North         East    Units  Estimated Accuracy
 LZ0681;SPC PA N     -   178,990.      630,740.      MT  (+/- 180 meters Scaled)
 LZ0681
 LZ0681                          SUPERSEDED SURVEY CONTROL
 LZ0681
 LZ0681  NGVD 29 (??/??/92)  355.420  (m)         1166.07   (f) ADJ UNCH    2 0
 LZ0681
 LZ0681.Superseded values are not recommended for survey control.
 LZ0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0681.See file dsdata.txt to determine how the superseded data were derived.
 LZ0681
 LZ0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM021278(NAD 83)
 LZ0681_MARKER: Q = CHISELED SQUARE
 LZ0681_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0681_SP_SET: ABUTMENT
 LZ0681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0681
 LZ0681  HISTORY     - Date     Condition        Report By
 LZ0681  HISTORY     - UNK      MONUMENTED       CGS
 LZ0681  HISTORY     - 1934     GOOD             NGS
 LZ0681
 LZ0681                          STATION DESCRIPTION
 LZ0681
 LZ0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0681'3.3 MI N FROM ANSONIA.
 LZ0681'ABOUT 3.3 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LZ0681'ANSONIA, TIOGA COUNTY, ABOUT 900 FEET NORTH OF MILEPOST L 111,
 LZ0681'AT BRIDGE 116, IN THE TOP OF THE EAST SIDE OF THE SOUTH ABUTMENT,
 LZ0681'6 FEET EAST OF THE EAST RAIL, AND 3 FEET LOWER THAN THE TOP OF
 LZ0681'THE RAIL.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1688 ***********************************************************************
 KW1688  DESIGNATION -  CHISELED SQUARE 31 PRR
 KW1688  PID         -  KW1688
 KW1688  STATE/COUNTY-  PA/PERRY
 KW1688  USGS QUAD   -  MILLERSTOWN (1978)
 KW1688
 KW1688                         *CURRENT SURVEY CONTROL
 KW1688  ___________________________________________________________________
 KW1688* NAD 83(1986)-  40 32 53.     (N)    077 09 34.     (W)     SCALED    
 KW1688* NAVD 88     -       124.653  (meters)     408.97   (feet)  ADJUSTED  
 KW1688  ___________________________________________________________________
 KW1688  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KW1688  DYNAMIC HT  -         124.595 (meters)     408.78  (feet)  COMP
 KW1688  MODELED GRAV-     980,151.1   (mgal)                       NAVD 88
 KW1688
 KW1688  VERT ORDER  -  FIRST     CLASS I
 KW1688
 KW1688.The horizontal coordinates were scaled from a topographic map and have
 KW1688.an estimated accuracy of +/- 6 seconds.
 KW1688
 KW1688.The orthometric height was determined by differential leveling
 KW1688.and adjusted by the National Geodetic Survey in June 1991..
 KW1688
 KW1688.The geoid height was determined by GEOID03.
 KW1688
 KW1688.The dynamic height is computed by dividing the NAVD 88
 KW1688.geopotential number by the normal gravity value computed on the
 KW1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1688.degrees latitude (g = 980.6199 gals.).
 KW1688
 KW1688.The modeled gravity was interpolated from observed gravity values.
 KW1688
 KW1688;                    North         East    Units  Estimated Accuracy
 KW1688;SPC PA S     -   135,040.      650,020.      MT  (+/- 180 meters Scaled)
 KW1688
 KW1688                          SUPERSEDED SURVEY CONTROL
 KW1688
 KW1688  NGVD 29 (??/??/??)  124.876  (m)          409.70   (f) ADJUSTED    1 1
 KW1688
 KW1688.Superseded values are not recommended for survey control.
 KW1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1688.See file dsdata.txt to determine how the superseded data were derived.
 KW1688
 KW1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK171908(NAD 83)
 KW1688_MARKER: Q = CHISELED SQUARE
 KW1688_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1688_SP_SET: ABUTMENT
 KW1688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1688
 KW1688  HISTORY     - Date     Condition        Report By
 KW1688  HISTORY     - UNK      MONUMENTED       PRR
 KW1688  HISTORY     - 1966     GOOD             CGS
 KW1688
 KW1688                          STATION DESCRIPTION
 KW1688
 KW1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1688'AT MILLERSTOWN.
 KW1688'AT MILLERSTOWN, ABOUT 150 FEET WEST OF THE WEST END OF THE STATE
 KW1688'HIGHWAY 17 BRIDGE OVER THE JUNIATA RIVER, 6 FEET EAST OF THE EAST
 KW1688'RAIL OF THE EAST TRACK, A 2-INCH CHISELED SQUARE ON THE NORTH
 KW1688'FACE OF THE NORTHWEST CORNER OF THE EAST STONE ABUTMENT OF THE
 KW1688'STATE HIGHWAY 17 OVERPASS, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 KW1688'TRACKS, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1025 ***********************************************************************
 KV1025  DESIGNATION -  CHISELED SQUARE 39.36
 KV1025  PID         -  KV1025
 KV1025  STATE/COUNTY-  PA/BUCKS
 KV1025  USGS QUAD   -  LANGHORNE (1993)
 KV1025
 KV1025                         *CURRENT SURVEY CONTROL
 KV1025  ___________________________________________________________________
 KV1025* NAD 83(1986)-  40 11 38.     (N)    074 53 34.     (W)     SCALED    
 KV1025* NAVD 88     -        52.750  (meters)     173.06   (feet)  ADJUSTED  
 KV1025  ___________________________________________________________________
 KV1025  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KV1025  DYNAMIC HT  -          52.726 (meters)     172.99  (feet)  COMP
 KV1025  MODELED GRAV-     980,164.8   (mgal)                       NAVD 88
 KV1025
 KV1025  VERT ORDER  -  SECOND    CLASS 0
 KV1025
 KV1025.The horizontal coordinates were scaled from a topographic map and have
 KV1025.an estimated accuracy of +/- 6 seconds.
 KV1025
 KV1025.The orthometric height was determined by differential leveling
 KV1025.and adjusted by the National Geodetic Survey in June 1991..
 KV1025
 KV1025.The geoid height was determined by GEOID03.
 KV1025
 KV1025.The dynamic height is computed by dividing the NAVD 88
 KV1025.geopotential number by the normal gravity value computed on the
 KV1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1025.degrees latitude (g = 980.6199 gals.).
 KV1025
 KV1025.The modeled gravity was interpolated from observed gravity values.
 KV1025
 KV1025;                    North         East    Units  Estimated Accuracy
 KV1025;SPC PA S     -    99,490.      843,250.      MT  (+/- 180 meters Scaled)
 KV1025
 KV1025                          SUPERSEDED SURVEY CONTROL
 KV1025
 KV1025  NGVD 29 (??/??/??)   53.060  (m)          174.08   (f) ADJUSTED    2 0
 KV1025
 KV1025.Superseded values are not recommended for survey control.
 KV1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1025.See file dsdata.txt to determine how the superseded data were derived.
 KV1025
 KV1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK091492(NAD 83)
 KV1025_MARKER: Q = CHISELED SQUARE
 KV1025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1025_SP_SET: OVERPASS
 KV1025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1025
 KV1025  HISTORY     - Date     Condition        Report By
 KV1025  HISTORY     - 1935     MONUMENTED       RBNF
 KV1025  HISTORY     - 1956     GOOD             CGS
 KV1025
 KV1025                          STATION DESCRIPTION
 KV1025
 KV1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1025'7.2 MI W FROM MORRISVILLE.
 KV1025'7.2 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROMTHE STATION
 KV1025'AT MORRISVILLE, AT BRIDGE NO. 39.36, AT A COUNTY ROAD OVERPASS,
 KV1025'ON TOP AND AT THE WEST END OF THE NORTH CONCRETE HEADWALL OF THE
 KV1025'OVERPASS, 3.6 FEET NORTH OF THE NORTH RAIL AND ABOUT LEVEL WITH
 KV1025'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1792 ***********************************************************************
 KV1792  DESIGNATION -  CHISELED SQUARE BOULDER
 KV1792  PID         -  KV1792
 KV1792  STATE/COUNTY-  PA/NORTHAMPTON
 KV1792  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV1792
 KV1792                         *CURRENT SURVEY CONTROL
 KV1792  ___________________________________________________________________
 KV1792* NAD 83(1986)-  40 36 24.     (N)    075 22 32.     (W)     SCALED    
 KV1792* NAVD 88     -       107.951  (meters)     354.17   (feet)  ADJUSTED  
 KV1792  ___________________________________________________________________
 KV1792  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 KV1792  DYNAMIC HT  -         107.898 (meters)     354.00  (feet)  COMP
 KV1792  MODELED GRAV-     980,141.1   (mgal)                       NAVD 88
 KV1792
 KV1792  VERT ORDER  -  SECOND    CLASS 0
 KV1792
 KV1792.The horizontal coordinates were scaled from a topographic map and have
 KV1792.an estimated accuracy of +/- 6 seconds.
 KV1792
 KV1792.The orthometric height was determined by differential leveling
 KV1792.and adjusted by the National Geodetic Survey in June 1991..
 KV1792
 KV1792.The geoid height was determined by GEOID03.
 KV1792
 KV1792.The dynamic height is computed by dividing the NAVD 88
 KV1792.geopotential number by the normal gravity value computed on the
 KV1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1792.degrees latitude (g = 980.6199 gals.).
 KV1792
 KV1792.The modeled gravity was interpolated from observed gravity values.
 KV1792
 KV1792;                    North         East    Units  Estimated Accuracy
 KV1792;SPC PA S     -   144,090.      800,930.      MT  (+/- 180 meters Scaled)
 KV1792
 KV1792                          SUPERSEDED SURVEY CONTROL
 KV1792
 KV1792  NGVD 29 (??/??/??)  108.166  (m)          354.87   (f) ADJUSTED    2 0
 KV1792
 KV1792.Superseded values are not recommended for survey control.
 KV1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1792.See file dsdata.txt to determine how the superseded data were derived.
 KV1792
 KV1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK682951(NAD 83)
 KV1792_MARKER: Q = CHISELED SQUARE
 KV1792_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1792_SP_SET: GRANITE STONE
 KV1792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1792
 KV1792  HISTORY     - Date     Condition        Report By
 KV1792  HISTORY     - 1935     MONUMENTED       LEHIGH
 KV1792  HISTORY     - 1935     GOOD             CGS
 KV1792  HISTORY     - 1979     MARK NOT FOUND   NGS
 KV1792  HISTORY     - 19940506 MARK NOT FOUND   USPSQD
 KV1792  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 KV1792  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 KV1792
 KV1792                          STATION DESCRIPTION
 KV1792
 KV1792'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1792'AT BETHLEHEM.
 KV1792'AT BETHLEHEM, NORTHAMPTON COUNTY, AT THE LEHIGH UNIVERSITY CAMPUS,
 KV1792'ABOUT 120 FEET EAST OF WILLIAMS HALL, ABOUT 30 FEET EAST OF THE
 KV1792'CENTER LINE OF CAMPUS ROAD, AND ON THE TOP OF A GRANITE STONE.  A
 KV1792'CHISELED SQUARE.
 KV1792
 KV1792                          STATION RECOVERY (1979)
 KV1792
 KV1792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV1792'MARK NOT FOUND.
 KV1792
 KV1792                          STATION RECOVERY (1994)
 KV1792
 KV1792'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1792'MARK NOT FOUND.
 KV1792
 KV1792                          STATION RECOVERY (1995)
 KV1792
 KV1792'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1792'MARK NOT FOUND.
 KV1792
 KV1792                          STATION RECOVERY (2004)
 KV1792
 KV1792'RECOVERY NOTE BY US POWER SQUADRON 2004 (DHS)
 KV1792'THE CHISLED SQUARE MARK HAS BEEN REMOVED FROM THE STONE, LEAVING A
 KV1792'HOLE IN ITS PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1793 ***********************************************************************
 KV1793  DESIGNATION -  CHISELED SQUARE STEP
 KV1793  PID         -  KV1793
 KV1793  STATE/COUNTY-  PA/NORTHAMPTON
 KV1793  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV1793
 KV1793                         *CURRENT SURVEY CONTROL
 KV1793  ___________________________________________________________________
 KV1793* NAD 83(1986)-  40 36 24.     (N)    075 22 32.     (W)     SCALED    
 KV1793* NAVD 88     -       108.328  (meters)     355.41   (feet)  ADJUSTED  
 KV1793  ___________________________________________________________________
 KV1793  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 KV1793  DYNAMIC HT  -         108.275 (meters)     355.23  (feet)  COMP
 KV1793  MODELED GRAV-     980,141.1   (mgal)                       NAVD 88
 KV1793
 KV1793  VERT ORDER  -  SECOND    CLASS 0
 KV1793
 KV1793.The horizontal coordinates were scaled from a topographic map and have
 KV1793.an estimated accuracy of +/- 6 seconds.
 KV1793
 KV1793.The orthometric height was determined by differential leveling
 KV1793.and adjusted by the National Geodetic Survey in June 1991..
 KV1793
 KV1793.The geoid height was determined by GEOID03.
 KV1793
 KV1793.The dynamic height is computed by dividing the NAVD 88
 KV1793.geopotential number by the normal gravity value computed on the
 KV1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1793.degrees latitude (g = 980.6199 gals.).
 KV1793
 KV1793.The modeled gravity was interpolated from observed gravity values.
 KV1793
 KV1793;                    North         East    Units  Estimated Accuracy
 KV1793;SPC PA S     -   144,090.      800,930.      MT  (+/- 180 meters Scaled)
 KV1793
 KV1793                          SUPERSEDED SURVEY CONTROL
 KV1793
 KV1793  NGVD 29 (??/??/??)  108.545  (m)          356.12   (f) ADJUSTED    2 0
 KV1793
 KV1793.Superseded values are not recommended for survey control.
 KV1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1793.See file dsdata.txt to determine how the superseded data were derived.
 KV1793
 KV1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK682951(NAD 83)
 KV1793_MARKER: Q = CHISELED SQUARE
 KV1793_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1793_SP_SET: STEP
 KV1793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1793
 KV1793  HISTORY     - Date     Condition        Report By
 KV1793  HISTORY     - 1935     MONUMENTED       LEHIGH
 KV1793  HISTORY     - 1935     GOOD             CGS
 KV1793  HISTORY     - 1979     MARK NOT FOUND   NGS
 KV1793  HISTORY     - 19940506 MARK NOT FOUND   USPSQD
 KV1793  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 KV1793  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 KV1793
 KV1793                          STATION DESCRIPTION
 KV1793
 KV1793'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1793'AT BETHLEHEM.
 KV1793'AT BETHLEHEM, NORTHAMPTON COUNTY, AT THE LEHIGH UNIVERSITY CAMPUS,
 KV1793'AT THE NORTH WILLAIMS HALL ENTRANCE, AND ON THE TOP OF THE EAST
 KV1793'END OF THE BOTTOM STEP.  A CHISELED SQUARE.
 KV1793
 KV1793                          STATION RECOVERY (1979)
 KV1793
 KV1793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV1793'MARK NOT FOUND.
 KV1793
 KV1793                          STATION RECOVERY (1994)
 KV1793
 KV1793'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1793'MARK NOT FOUND.
 KV1793
 KV1793                          STATION RECOVERY (1995)
 KV1793
 KV1793'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1793'MARK NOT FOUND.
 KV1793
 KV1793                          STATION RECOVERY (2004)
 KV1793
 KV1793'RECOVERY NOTE BY US POWER SQUADRON 2004 (ML)
 KV1793'THE STEP ABUTMENT WALL HAS BEEN RECONSTRUCTED, IT NOW COVERS THE AREA
 KV1793'WHERE THE MARK WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0745 ***********************************************************************
 KW0745  DESIGNATION -  CHISELED SQUARE USGS
 KW0745  PID         -  KW0745
 KW0745  STATE/COUNTY-  PA/LANCASTER
 KW0745  USGS QUAD   -  LEOLA (1992)
 KW0745
 KW0745                         *CURRENT SURVEY CONTROL
 KW0745  ___________________________________________________________________
 KW0745* NAD 83(1986)-  40 02 35.     (N)    076 11 48.     (W)     SCALED    
 KW0745* NAVD 88     -       108.878  (meters)     357.21   (feet)  ADJUSTED  
 KW0745  ___________________________________________________________________
 KW0745  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KW0745  DYNAMIC HT  -         108.822 (meters)     357.03  (feet)  COMP
 KW0745  MODELED GRAV-     980,109.6   (mgal)                       NAVD 88
 KW0745
 KW0745  VERT ORDER  -  SECOND    CLASS 0
 KW0745
 KW0745.The horizontal coordinates were scaled from a topographic map and have
 KW0745.an estimated accuracy of +/- 6 seconds.
 KW0745
 KW0745.The orthometric height was determined by differential leveling
 KW0745.and adjusted by the National Geodetic Survey in June 1991..
 KW0745
 KW0745.The geoid height was determined by GEOID03.
 KW0745
 KW0745.The dynamic height is computed by dividing the NAVD 88
 KW0745.geopotential number by the normal gravity value computed on the
 KW0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0745.degrees latitude (g = 980.6199 gals.).
 KW0745
 KW0745.The modeled gravity was interpolated from observed gravity values.
 KW0745
 KW0745;                    North         East    Units  Estimated Accuracy
 KW0745;SPC PA S     -    79,970.      732,550.      MT  (+/- 180 meters Scaled)
 KW0745
 KW0745                          SUPERSEDED SURVEY CONTROL
 KW0745
 KW0745  NGVD 29 (??/??/??)  109.148  (m)          358.10   (f) ADJUSTED    2 0
 KW0745
 KW0745.Superseded values are not recommended for survey control.
 KW0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0745.See file dsdata.txt to determine how the superseded data were derived.
 KW0745
 KW0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK979332(NAD 83)
 KW0745_MARKER: Q = CHISELED SQUARE
 KW0745_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0745_SP_SET: BRIDGE
 KW0745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0745
 KW0745  HISTORY     - Date     Condition        Report By
 KW0745  HISTORY     - UNK      MONUMENTED       USGS
 KW0745  HISTORY     - 1935     GOOD             CGS
 KW0745  HISTORY     - 1936     GOOD             CGS
 KW0745  HISTORY     - 20040620 MARK NOT FOUND   GEOCAC
 KW0745
 KW0745                          STATION DESCRIPTION
 KW0745
 KW0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW0745'0.9 MI W FROM BIRD IN HAND.
 KW0745'ABOUT 0.9 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW0745'STATION AT BIRD-IN-HAND, LANCASTER COUNTY, AT CONCRETE BRIDGE
 KW0745'61.90, AND IN THE TOP OF THE WEST END OF THE SOUTH RETAINING
 KW0745'WALL.  A CHISELED SQUARE.
 KW0745
 KW0745                          STATION RECOVERY (1936)
 KW0745
 KW0745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 KW0745'RECOVERED IN GOOD CONDITION.
 KW0745
 KW0745                          STATION RECOVERY (2004)
 KW0745
 KW0745'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0745'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0549 ***********************************************************************
 JW0549  DESIGNATION -  CHISLED CIRCLE
 JW0549  PID         -  JW0549
 JW0549  STATE/COUNTY-  PA/SOMERSET
 JW0549  USGS QUAD   -  ROCKWOOD (1981)
 JW0549
 JW0549                         *CURRENT SURVEY CONTROL
 JW0549  ___________________________________________________________________
 JW0549* NAD 83(1986)-  39 53 44.     (N)    079 12 25.     (W)     SCALED    
 JW0549* NAVD 88     -       537.896  (meters)    1764.75   (feet)  ADJUSTED  
 JW0549  ___________________________________________________________________
 JW0549  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JW0549  DYNAMIC HT  -         537.556 (meters)    1763.63  (feet)  COMP
 JW0549  MODELED GRAV-     979,977.7   (mgal)                       NAVD 88
 JW0549
 JW0549  VERT ORDER  -  SECOND    CLASS 0
 JW0549
 JW0549.The horizontal coordinates were scaled from a topographic map and have
 JW0549.an estimated accuracy of +/- 6 seconds.
 JW0549
 JW0549.The orthometric height was determined by differential leveling
 JW0549.and adjusted by the National Geodetic Survey in June 1991..
 JW0549
 JW0549.The geoid height was determined by GEOID03.
 JW0549
 JW0549.The dynamic height is computed by dividing the NAVD 88
 JW0549.geopotential number by the normal gravity value computed on the
 JW0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0549.degrees latitude (g = 980.6199 gals.).
 JW0549
 JW0549.The modeled gravity was interpolated from observed gravity values.
 JW0549
 JW0549;                    North         East    Units  Estimated Accuracy
 JW0549;SPC PA S     -    63,450.      475,400.      MT  (+/- 180 meters Scaled)
 JW0549
 JW0549                          SUPERSEDED SURVEY CONTROL
 JW0549
 JW0549  NGVD 29 (??/??/92)  538.007  (m)         1765.11   (f) ADJ UNCH    2 0
 JW0549
 JW0549.Superseded values are not recommended for survey control.
 JW0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0549.See file dsdata.txt to determine how the superseded data were derived.
 JW0549
 JW0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE532177(NAD 83)
 JW0549_MARKER: Q = CHISELED SQUARE
 JW0549_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0549_SP_SET: BRIDGE
 JW0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0549
 JW0549  HISTORY     - Date     Condition        Report By
 JW0549  HISTORY     - UNK      MONUMENTED       BORR
 JW0549  HISTORY     - 1941     GOOD             NGS
 JW0549
 JW0549                          STATION DESCRIPTION
 JW0549
 JW0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JW0549'1.1 MI NE FROM CASSELMAN.
 JW0549'1.1 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0549'THE STATION AT CASSELMAN, SOMERSET COUNTY, AT BRIDGE NO. 36, ON
 JW0549'THE SOUTH ABUTMENT, AND 15 FEET WEST OF THE EAST END.  A CHISELED
 JW0549'CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0136 ***********************************************************************
 KX0136  DESIGNATION -  CHISLED SQUARE
 KX0136  PID         -  KX0136
 KX0136  STATE/COUNTY-  PA/CLEARFIELD
 KX0136  USGS QUAD   -  PHILIPSBURG (1994)
 KX0136
 KX0136                         *CURRENT SURVEY CONTROL
 KX0136  ___________________________________________________________________
 KX0136* NAD 83(1986)-  40 54 12.     (N)    078 13 53.     (W)     SCALED    
 KX0136* NAVD 88     -       432.562  (meters)    1419.16   (feet)  ADJUSTED  
 KX0136  ___________________________________________________________________
 KX0136  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KX0136  DYNAMIC HT  -         432.345 (meters)    1418.45  (feet)  COMP
 KX0136  MODELED GRAV-     980,109.7   (mgal)                       NAVD 88
 KX0136
 KX0136  VERT ORDER  -  FIRST     CLASS II
 KX0136
 KX0136.The horizontal coordinates were scaled from a topographic map and have
 KX0136.an estimated accuracy of +/- 6 seconds.
 KX0136
 KX0136.The orthometric height was determined by differential leveling
 KX0136.and adjusted by the National Geodetic Survey in June 1991..
 KX0136
 KX0136.The geoid height was determined by GEOID03.
 KX0136
 KX0136.The dynamic height is computed by dividing the NAVD 88
 KX0136.geopotential number by the normal gravity value computed on the
 KX0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0136.degrees latitude (g = 980.6199 gals.).
 KX0136
 KX0136.The modeled gravity was interpolated from observed gravity values.
 KX0136
 KX0136;                    North         East    Units  Estimated Accuracy
 KX0136;SPC PA N     -    81,920.      559,440.      MT  (+/- 180 meters Scaled)
 KX0136
 KX0136                          SUPERSEDED SURVEY CONTROL
 KX0136
 KX0136  NGVD 29 (??/??/92)  432.72   (m)         1419.7    (f) COMPUTED    1 2
 KX0136
 KX0136.Superseded values are not recommended for survey control.
 KX0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0136.See file dsdata.txt to determine how the superseded data were derived.
 KX0136
 KX0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF331317(NAD 83)
 KX0136_MARKER: Q = CHISELED SQUARE
 KX0136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0136_SP_SET: BRIDGE SEAT
 KX0136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0136
 KX0136  HISTORY     - Date     Condition        Report By
 KX0136  HISTORY     - UNK      MONUMENTED       RBNF
 KX0136  HISTORY     - 1934     GOOD             NGS
 KX0136
 KX0136                          STATION DESCRIPTION
 KX0136
 KX0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KX0136'0.8 MI N FROM PHILIPSBURG.
 KX0136'1.8 MI. NORTH OF PHILIPSBURG PRR STATION, 211 FT NORTH OF
 KX0136'MILEPOST 24, ON PRR PLATE GIRDER BRIDGE 24.04, 48 FT SOUTH OF
 KX0136'GRADE CROSSING OF PRR AND U.S. ROUTE 322 15 FT WEST OF THE
 KX0136'CENTERLINE OF U.S. ROUTE 322 ON CORNER OF EAST END OF NORTH STONE
 KX0136'BRIDGE SEAT.  4 1/2 FT BELOW THE TOP OF RAIL.  5 1/2 FT EAST
 KX0136'OF THE CENTERLINE OF TRACK.  A HORIZONTAL MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1001 ***********************************************************************
 LZ1001  DESIGNATION -  CHIZ SQUARE
 LZ1001  PID         -  LZ1001
 LZ1001  STATE/COUNTY-  PA/LYCOMING
 LZ1001  USGS QUAD   -  LINDEN (1973)
 LZ1001
 LZ1001                         *CURRENT SURVEY CONTROL
 LZ1001  ___________________________________________________________________
 LZ1001* NAD 83(1986)-  41 11 59.     (N)    077 14 22.     (W)     SCALED    
 LZ1001* NAVD 88     -       167.471  (meters)     549.44   (feet)  ADJUSTED  
 LZ1001  ___________________________________________________________________
 LZ1001  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 LZ1001  DYNAMIC HT  -         167.396 (meters)     549.20  (feet)  COMP
 LZ1001  MODELED GRAV-     980,174.8   (mgal)                       NAVD 88
 LZ1001
 LZ1001  VERT ORDER  -  SECOND    CLASS 0
 LZ1001
 LZ1001.The horizontal coordinates were scaled from a topographic map and have
 LZ1001.an estimated accuracy of +/- 6 seconds.
 LZ1001
 LZ1001.The orthometric height was determined by differential leveling
 LZ1001.and adjusted by the National Geodetic Survey in June 1991..
 LZ1001
 LZ1001.The geoid height was determined by GEOID03.
 LZ1001
 LZ1001.The dynamic height is computed by dividing the NAVD 88
 LZ1001.geopotential number by the normal gravity value computed on the
 LZ1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1001.degrees latitude (g = 980.6199 gals.).
 LZ1001
 LZ1001.The modeled gravity was interpolated from observed gravity values.
 LZ1001
 LZ1001;                    North         East    Units  Estimated Accuracy
 LZ1001;SPC PA N     -   114,850.      642,820.      MT  (+/- 180 meters Scaled)
 LZ1001
 LZ1001                          SUPERSEDED SURVEY CONTROL
 LZ1001
 LZ1001  NGVD 29 (??/??/92)  167.673  (m)          550.11   (f) ADJ UNCH    2 0
 LZ1001
 LZ1001.Superseded values are not recommended for survey control.
 LZ1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1001.See file dsdata.txt to determine how the superseded data were derived.
 LZ1001
 LZ1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL122633(NAD 83)
 LZ1001_MARKER: Q = CHISELED SQUARE
 LZ1001_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1001_SP_SET: BRIDGE SEAT
 LZ1001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1001
 LZ1001  HISTORY     - Date     Condition        Report By
 LZ1001  HISTORY     - UNK      MONUMENTED       RBNF
 LZ1001  HISTORY     - 1960     GOOD             NGS
 LZ1001  HISTORY     - 1968     MARK NOT FOUND   NGS
 LZ1001
 LZ1001                          STATION DESCRIPTION
 LZ1001
 LZ1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LZ1001'0.8 MI SE FROM JERSEY SHORE.
 LZ1001'ABOUT 0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 880 FROM THE
 LZ1001'JUNCTION OF STATE HIGHWAY 880 AND U.S. 11 IN JERSEY SHORE, A
 LZ1001'CHIZEL SQUARE IN THE BRIDGE SEAT OF A 200 FOOT STEEL BRIDGE OVER
 LZ1001'THE SUSQUHANNA RIVER, CUT IN TOP AND 1 FOOT WEST OF THE EAST
 LZ1001'EDGE AND 6 INCHES NORTH OF THE SOUTH END OF THE WEST BRIDGE
 LZ1001'SEAT, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 LZ1001
 LZ1001                          STATION RECOVERY (1968)
 LZ1001
 LZ1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LZ1001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2107 ***********************************************************************
 KX2107  DESIGNATION -  CHRISTY
 KX2107  PID         -  KX2107
 KX2107  STATE/COUNTY-  PA/ALLEGHENY
 KX2107  USGS QUAD   -  CURTISVILLE (1969)
 KX2107
 KX2107                         *CURRENT SURVEY CONTROL
 KX2107  ___________________________________________________________________
 KX2107* NAD 83(1992)-  40 37 33.40946(N)    079 48 46.36220(W)     ADJUSTED  
 KX2107* NAVD 88     -       410.     (meters)    1345.     (feet)  SCALED    
 KX2107  ___________________________________________________________________
 KX2107  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 KX2107  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 KX2107
 KX2107  HORZ ORDER  -  THIRD
 KX2107
 KX2107.The horizontal coordinates were established by classical geodetic methods
 KX2107.and adjusted by the National Geodetic Survey in June 2002..
 KX2107
 KX2107.The orthometric height was scaled from a topographic map.
 KX2107
 KX2107.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2107
 KX2107.The geoid height was determined by GEOID03.
 KX2107
 KX2107;                    North         East     Units Scale Factor Converg.
 KX2107;SPC PA S     -   145,564.781   425,483.987   MT  0.99996416   -1 20 18.2
 KX2107;SPC PA S     -   477,573.79  1,395,942.05   sFT  0.99996416   -1 20 18.2
 KX2107;UTM  17      - 4,497,912.286   600,402.140   MT  0.99972408   +0 46 22.9
 KX2107
 KX2107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2107!SPC PA S     -   0.99994100  x   0.99996416  =   0.99990516
 KX2107!UTM  17      -   0.99994100  x   0.99972408  =   0.99966510
 KX2107
 KX2107:                Primary Azimuth Mark                     Grid Az
 KX2107:SPC PA S     -  HEVERLINE                                245 39 25.7
 KX2107:UTM  17      -  HEVERLINE                                243 32 44.6
 KX2107
 KX2107|---------------------------------------------------------------------|
 KX2107| PID    Reference Object                     Distance      Geod. Az  |
 KX2107|                                                           dddmmss.s |
 KX2107| KX2121 HEVERLINE                           APPROX.10.2 KM 2441907.5 |
 KX2107|---------------------------------------------------------------------|
 KX2107
 KX2107                          SUPERSEDED SURVEY CONTROL
 KX2107
 KX2107  NAD 83(1995)-  40 37 33.41255(N)    079 48 46.36783(W) AD(       ) 3
 KX2107  NAD 83(1986)-  40 37 33.41446(N)    079 48 46.36845(W) AD(       ) 3
 KX2107  NAD 27      -  40 37 33.18411(N)    079 48 47.19528(W) AD(       ) 3
 KX2107
 KX2107.Superseded values are not recommended for survey control.
 KX2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2107.See file dsdata.txt to determine how the superseded data were derived.
 KX2107
 KX2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE0040297912(NAD 83)
 KX2107_MARKER: DD = SURVEY DISK
 KX2107_SETTING: 0 = UNSPECIFIED SETTING
 KX2107_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX2107
 KX2107  HISTORY     - Date     Condition        Report By
 KX2107  HISTORY     - 1903     MONUMENTED       USGS
 KX2107
 KX2107                          STATION DESCRIPTION
 KX2107
 KX2107'DESCRIBED BY US GEOLOGICAL SURVEY 1903 (DHB)
 KX2107'ON HIGH, BARE HILL IN E. DEER TOWNSHIP, ABOUT 4.0 MI NW. OF TARENTUM
 KX2107'AND HITES, ON LAND OWNED BY JAMES S. CHRISTY, WHOSE RESIDENCE IS ON E.
 KX2107'SIDE OF HILL.  THERE ARE FEW LARGE TREES ALONG RD. NEAR SUMMIT S. OF
 KX2107'SIGNAL AND SOME TIMBER ON W. SLOPE.
 KX2107'
 KX2107'STATION MARK--  MARBLE POST 36 BY 6 BY 6-IN., SET 33 IN. IN GROUND,
 KX2107'IN CENTER OF TOP OF WHICH IS CEMENTED A STANDARD TRIANGULATION DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3646 ***********************************************************************
 KV3646  DESIGNATION -  CHRISTY
 KV3646  PID         -  KV3646
 KV3646  STATE/COUNTY-  PA/BUCKS
 KV3646  USGS QUAD   -  DOYLESTOWN (1992)
 KV3646
 KV3646                         *CURRENT SURVEY CONTROL
 KV3646  ___________________________________________________________________
 KV3646* NAD 83(1992)-  40 15 44.00403(N)    075 13 05.56497(W)     ADJUSTED  
 KV3646* NAVD 88     -       154.7    (meters)     508.     (feet)  VERTCON   
 KV3646  ___________________________________________________________________
 KV3646  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 KV3646  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KV3646
 KV3646  HORZ ORDER  -  SECOND
 KV3646
 KV3646.The horizontal coordinates were established by classical geodetic methods
 KV3646.and adjusted by the National Geodetic Survey in June 2002..
 KV3646
 KV3646.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV3646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV3646
 KV3646.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3646
 KV3646.The geoid height was determined by GEOID03.
 KV3646
 KV3646;                    North         East     Units Scale Factor Converg.
 KV3646;SPC PA S     -   106,225.830   815,332.773   MT  0.99996488   +1 38 33.4
 KV3646;SPC PA S     -   348,509.24  2,674,970.94   sFT  0.99996488   +1 38 33.4
 KV3646;UTM  18      - 4,456,884.941   481,444.885   MT  0.99960424   -0 08 27.7
 KV3646
 KV3646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3646!SPC PA S     -   0.99998106  x   0.99996488  =   0.99994594
 KV3646!UTM  18      -   0.99998106  x   0.99960424  =   0.99958531
 KV3646
 KV3646|---------------------------------------------------------------------|
 KV3646| PID    Reference Object                     Distance      Geod. Az  |
 KV3646|                                                           dddmmss.s |
 KV3646| CB3835 CHRISTY RM 1                         37.322 METERS 03717     |
 KV3646| KV3720 PROSPECTVILLE TOWER OF CHIMES       APPROX. 5.6 KM 1531747.0 |
 KV3646| KV3779 HATFIELD CITY WATER TANK            APPROX. 7.3 KM 2841601.3 |
 KV3646| CB3834 CHRISTY AZ MK                                      2971106.2 |
 KV3646| CB3836 CHRISTY RM 2                         30.114 METERS 30050     |
 KV3646| KV3780 HILLTOWN ST PETERS CATH SPIRE       APPROX. 6.0 KM 3290043.3 |
 KV3646|---------------------------------------------------------------------|
 KV3646
 KV3646                          SUPERSEDED SURVEY CONTROL
 KV3646
 KV3646  NAD 83(1996)-  40 15 44.00530(N)    075 13 05.56451(W) AD(       ) 2
 KV3646  NAD 83(1986)-  40 15 44.00100(N)    075 13 05.56789(W) AD(       ) 2
 KV3646  NAD 27      -  40 15 43.61600(N)    075 13 06.94200(W) AD(       ) 2
 KV3646  NGVD 29 (07/14/89)  155.0    (m)          509.     (f) VERT ANG       
 KV3646
 KV3646.Superseded values are not recommended for survey control.
 KV3646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3646.See file dsdata.txt to determine how the superseded data were derived.
 KV3646
 KV3646_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8144556885(NAD 83)
 KV3646_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KV3646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3646_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV3646_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3646+STABILITY: SURFACE MOTION
 KV3646
 KV3646  HISTORY     - Date     Condition        Report By
 KV3646  HISTORY     - 1942     MONUMENTED       CGS
 KV3646  HISTORY     - 1942     GOOD             CGS
 KV3646  HISTORY     - 1959     GOOD             CGS
 KV3646  HISTORY     - 1973     GOOD             LOCENG
 KV3646  HISTORY     - 1978     GOOD             LOCENG
 KV3646  HISTORY     - 1984     GOOD             PADT
 KV3646  HISTORY     - 19950828 GOOD             USPSQD
 KV3646  HISTORY     - 19980228 GOOD             USPSQD
 KV3646
 KV3646                          STATION DESCRIPTION
 KV3646
 KV3646'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV3646'THE STATION IS LOCATED ABOUT 1.8 MILES SSW OF THE VILLAGE OF CHALFONT
 KV3646'ON PROPERTY OWNED BY ROBERT CHRISTY.  IT IS SITUTATED IN THE
 KV3646'PROPERTY LINE AT THE SE CORNER OF A FIELD, 16 FEET N BY E OF A
 KV3646'3/4-INCH IRON PIPE MARKING TRI-PROPERTY CORNER, 8 FEET N BY E OF AN
 KV3646'8-INCH BUTTERNUT TREE, 21 FEET SW OF A 14-INCH BUTTERNUT TREE.  IT IS
 KV3646'WITNESSED BY A 4- BY 4-INCH WHITE POST, IS STAMPED CHRISTY 1942 AND
 KV3646'PROJECTS 6 INCHES.
 KV3646'
 KV3646'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KV3646'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED.
 KV3646'
 KV3646'REFERENCE MARK NO. 1 IS NE OF THE STATION IN A ROW OF TREES.  IT IS
 KV3646'STAMPED CHRISTY NO. 1 1942 AND PROJECTS 6 INCHES.
 KV3646'
 KV3646'REFERENCE MARK NO. 2 IS W OF THE STATION IN THE PROPERTY LINE.  IT IS
 KV3646'STAMPED CHRISTY NO. 2 1942 AND PROJECTS 6 INCHES.
 KV3646'
 KV3646'THE AZIMUTH MARK IS ABOUT 0.3 MILE W BY N OF THE STATION ON PROPERTY
 KV3646'OWNED BY MR. A. ANDRE AT THE S CORNER OF THE MOST EASTERLY BARN, 8
 KV3646'FEET W BY N OF THE CENTER OF A DIRT ROAD.  IT IS STAMPED CHRISTY 1942
 KV3646'AND PROJECTS 3 INCHES.  TO REACH FROM THE STATION GO 0.25 MILE
 KV3646'W BY S TO A MACADAM ROAD.  TURN RIGHT AND GO 0.3 MILE TO A ROAD
 KV3646'LEADING TO MR.  ANDRES HOUSE, BEAR RIGHT BETWEEN FARM BUILDINGS
 KV3646'FOR 0.05 MILE TO A LARGE GRAY BARN AND THE MARK ON THE LEFT.
 KV3646'
 KV3646'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 202 AND STATE
 KV3646'ROUTE 152 AT THE KELLY HOTEL IN CHALFONT GO SW ON U.S. HIGHWAY
 KV3646'202 FOR 1.7 MILES TO A CROSSROADS, TURN LEFT AND GO 0.45 MILE TO A
 KV3646'PRIVATE DRIVEWAY OF ROBERT CHRISTY, CONTINUE ON DRIVEWAY FOR
 KV3646'0.35 MILE TO A BARN, BEAR RIGHT AROUND BARN AND PASS THROUGH POLE
 KV3646'GATE, KEEP RIGHT AND PASS THROUGH WIRE GATE, THENCE SOUTHEASTERLY
 KV3646'ACROSS FIELD TO PROPERTY CORNERS AND THE STATION.
 KV3646'
 KV3646'A 50-FOOT TOWER WILL SEE AND 87-FOOT LIGHT AT HILLSTOWN.
 KV3646'
 KV3646'A 50-FOOT TOWER WILL SEE A 12-FOOT LIGHT AT DOYLESTOWN.
 KV3646'
 KV3646'A 37-FOOT TOWER WILL SEE A 12-FOOT LIGHT AT ZIMMERMAN.
 KV3646
 KV3646                          STATION RECOVERY (1942)
 KV3646
 KV3646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KV3646'THE STATION, REFERENCE, AND AZIMUTH MARKS RECOVERED AS DESCRIBED AND
 KV3646'FOUND IN GOOD CONDITION.  DISTANCE AND DIRECTION CHECKED.
 KV3646'ORIGINAL DESCRIPTION ADEQUATE.
 KV3646
 KV3646                          STATION RECOVERY (1959)
 KV3646
 KV3646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (IYF)
 KV3646'STATION, RMS 1 AND 2 AND AZIMUTH MARK WERE RECOVERED IN GOOD
 KV3646'CONDITION.  DISTANCES TO BOTH RMS WERE VERIFIED.  THE ORIGINAL
 KV3646'DESCRIPTION IS ADEQUATE AND COMPLETE EXCEPT THAT THE AZIMUTH MARK IS
 KV3646'NOT VISIBLE FROM THE GROUND.
 KV3646
 KV3646                          STATION RECOVERY (1973)
 KV3646
 KV3646'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (CAA)
 KV3646'CHRISTY 1942 GOOD
 KV3646'
 KV3646'AZ. MK. RECOVERED ALSO
 KV3646'
 KV3646'RECOVERED BY A. W. MARTIN ASSOS. INC.
 KV3646
 KV3646                          STATION RECOVERY (1978)
 KV3646
 KV3646'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (JHS)
 KV3646'CHRISTY 1942 RECOVERED GOOD.
 KV3646'
 KV3646'RM NO. 1 AND 2 RECOVERED GOOD.
 KV3646'
 KV3646'AZ MK. RECOVERED GOOD.
 KV3646'
 KV3646'SEE ATTACHED LETTER.
 KV3646'
 KV3646'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.8 MILES SSW OF
 KV3646'CHALFONT.
 KV3646
 KV3646                          STATION RECOVERY (1984)
 KV3646
 KV3646'RECOVERY NOTE BY PA DEPT OF TRANSP 1984 (RBG)
 KV3646'THE STATION WAS RECOVERED AT THIS DATE.
 KV3646'THE STATION, REFERENCE MARKS, AND AZIMUTH WERE RECOVERED AS
 KV3646'DESCRIBED AND IN GOOD CONDITION.
 KV3646'THE PROPERTY OWNER HAS CHANGED TO SHAWNEE AT HIGHPOINT RACQUET CLUB.
 KV3646'THE AZIMUTH IS STILL ON PROPERTY OWNED BY ANDRE, BUT THE GREY BARN
 KV3646'WAS DESTROYED.  THE FOUNDATION STILL REMAINS.
 KV3646'A NEW STEEL TANK HAS BEEN CONSTRUCTED APPROXIMATELY 120 FEET EAST
 KV3646'OF THE STATION.
 KV3646'NO DISTANCES OR ANGLES WERE MEASURED DUE TO THE EXTENSIVE AMOUNT OF
 KV3646'CLEARING REQUIRED.
 KV3646'THE TO REACH DESCRIPTION FOR THE STATION IS INADEQUATE.
 KV3646'A NEW TO REACH FOLLOWS.
 KV3646'
 KV3646'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 202, 309 AND
 KV3646'463 IN MONTGOMERYVILLE, GO NORTH-NORTHEAST ON HIGHWAY 202 1.5 MILES
 KV3646'TO COUNTY LINE ROAD, TURN RIGHT AND GO SOUTHEAST ON COUNTY LINE
 KV3646'ROAD, 0.6 MILES TO THE ENTRANCE OF SHAWNEE AT HIGHPOINT, TURN LEFT
 KV3646'AND GO NORTHEAST 0.15 MILES TO PARKING LOT ENTRANCE, TURN LEFT AND
 KV3646'GO NORTHWEST 0.05 MILES TO TANK ON RIGHT AND STATION ON THE LEFT.
 KV3646'TO REACH THE AZIMUTH FROM COUNTY LINE ROAD AND ENTRANCE TO SHAWNEE
 KV3646'AT HIGH POINT, GO NORTHWEST ON COUNTY LINE ROAD, 0.4 MILES TO
 KV3646'DRIVEWAY ON RIGHT, TURN RIGHT AND GO NORTHEAST 0.05 MILES TO BARN
 KV3646'ON RIGHT, BEAR RIGHT AND CONTINUE NORTHEAST 200 FEET TO REMAINS OF
 KV3646'OLD BARN AND AZIMUTH ON LEFT.
 KV3646'
 KV3646'DESCRIBED BY R. B. GROSSER.
 KV3646
 KV3646                          STATION RECOVERY (1995)
 KV3646
 KV3646'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3646'RECOVERED IN GOOD CONDITION.
 KV3646
 KV3646                          STATION RECOVERY (1998)
 KV3646
 KV3646'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV3646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3957 ***********************************************************************
 JU3957  DESIGNATION -  CHROME ATT MICROWAVE RELAY TWR
 JU3957  PID         -  JU3957
 JU3957  STATE/COUNTY-  PA/CHESTER
 JU3957  USGS QUAD   -  BAY VIEW (1997)
 JU3957
 JU3957                         *CURRENT SURVEY CONTROL
 JU3957  ___________________________________________________________________
 JU3957* NAD 83(1992)-  39 44 00.21170(N)    075 57 54.57937(W)     ADJUSTED  
 JU3957* NAVD 88     -                                                        
 JU3957  ___________________________________________________________________
 JU3957  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 JU3957  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 JU3957
 JU3957  HORZ ORDER  -  THIRD
 JU3957
 JU3957.The horizontal coordinates were established by classical geodetic methods
 JU3957.and adjusted by the National Geodetic Survey in June 2002..
 JU3957
 JU3957
 JU3957.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3957
 JU3957.The geoid height was determined by GEOID03.
 JU3957
 JU3957;                    North         East     Units Scale Factor Converg.
 JU3957;SPC PA S     -    45,966.918   753,000.675   MT  1.00003728   +1 09 28.8
 JU3957;SPC PA S     -   150,809.80  2,470,469.71   sFT  1.00003728   +1 09 28.8
 JU3957;SPC MD       -   229,931.527   488,715.202   MT  1.00006188   +0 38 58.2
 JU3957;SPC MD       -   754,367.02  1,603,393.13   sFT  1.00006188   +0 38 58.2
 JU3957;UTM  18      - 4,398,612.338   417,293.918   MT  0.99968421   -0 37 01.1
 JU3957
 JU3957                          SUPERSEDED SURVEY CONTROL
 JU3957
 JU3957  NAD 83(1991)-  39 44 00.21141(N)    075 57 54.57994(W) AD(       ) 4
 JU3957  NAD 83(1986)-  39 44 00.20617(N)    075 57 54.58616(W) AD(       ) 4
 JU3957  NAD 27      -  39 43 59.81708(N)    075 57 55.78793(W) AD(       ) 3
 JU3957
 JU3957.Superseded values are not recommended for survey control.
 JU3957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3957.See file dsdata.txt to determine how the superseded data were derived.
 JU3957
 JU3957_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ1729498612(NAD 83)
 JU3957_MARKER: 45 = MICROWAVE TOWER
 JU3957
 JU3957  HISTORY     - Date     Condition        Report By
 JU3957  HISTORY     - 1958     FIRST OBSERVED   CGS
 JU3957  HISTORY     - 1966     GOOD             CGS
 JU3957  HISTORY     - 1983     GOOD             USPSQD
 JU3957
 JU3957                          STATION DESCRIPTION
 JU3957
 JU3957'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 JU3957'THE STATION IS LOCATED ABOUT 3/4 MILE NORTH OF THE MARYLAND STATE
 JU3957'LINE, ABOUT 1 MILE EAST OF THE SMALL VILLAGE AT CHROME,
 JU3957'PENNSYLVANIA.  IT IS A STEEL FOUR-LEGGED STRUCTURE ABOUT 250 FEET
 JU3957'HIGH AND PAINTED ORANGE AND WHITE.  THE POINT INTERSECTED WAS THE
 JU3957'RED LIGHT ON TOP OF THE TOWER.
 JU3957'
 JU3957'STATION MAY BE REACHED FROM THE SMALL VILLAGE AT CHROME, PENNA. BY
 JU3957'GOING 0.9 MILE EAST ALONG AN ASPHALT ROAD FROM ITS JUNCTION WITH A
 JU3957'STATE HIGHWAY AT CHROME, THENCE 0.1 MILE NORTH ALONG AN ASPHALT ROAD
 JU3957'TO THE STATION ON RIGHT.
 JU3957
 JU3957                          STATION RECOVERY (1966)
 JU3957
 JU3957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 JU3957'STATION RECOVERED AS DESCRIBED IN 1958.
 JU3957
 JU3957                          STATION RECOVERY (1983)
 JU3957
 JU3957'RECOVERY NOTE BY US POWER SQUADRON 1983 (JLM)
 JU3957'STATION AS DESCRIBED EXCEPT IT IS RED AND WHITE WITH 2 LIGHTING
 JU3957'RODS ON TOP AND A RED FLASHING LIGHT.
 JU3957'
 JU3957'STATE HWY 272 JUNCTION AT CHROME - 0.9 EAST ON CHROME-PEACEDALE
 JU3957'RD - 0.1 NORTH ON MT. PLEASANT RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1612 ***********************************************************************
 LZ1612  DESIGNATION -  CHSQ PADH
 LZ1612  PID         -  LZ1612
 LZ1612  STATE/COUNTY-  PA/LYCOMING
 LZ1612  USGS QUAD   -  BODINES (1973)
 LZ1612
 LZ1612                         *CURRENT SURVEY CONTROL
 LZ1612  ___________________________________________________________________
 LZ1612* NAD 83(1986)-  41 28 33.     (N)    076 58 49.     (W)     SCALED    
 LZ1612* NAVD 88     -       244.089  (meters)     800.82   (feet)  ADJUSTED  
 LZ1612  ___________________________________________________________________
 LZ1612  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 LZ1612  DYNAMIC HT  -         243.982 (meters)     800.46  (feet)  COMP
 LZ1612  MODELED GRAV-     980,182.7   (mgal)                       NAVD 88
 LZ1612
 LZ1612  VERT ORDER  -  FIRST     CLASS II
 LZ1612
 LZ1612.The horizontal coordinates were scaled from a topographic map and have
 LZ1612.an estimated accuracy of +/- 6 seconds.
 LZ1612
 LZ1612.The orthometric height was determined by differential leveling
 LZ1612.and adjusted by the National Geodetic Survey in June 1991..
 LZ1612
 LZ1612.The geoid height was determined by GEOID03.
 LZ1612
 LZ1612.The dynamic height is computed by dividing the NAVD 88
 LZ1612.geopotential number by the normal gravity value computed on the
 LZ1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1612.degrees latitude (g = 980.6199 gals.).
 LZ1612
 LZ1612.The modeled gravity was interpolated from observed gravity values.
 LZ1612
 LZ1612;                    North         East    Units  Estimated Accuracy
 LZ1612;SPC PA N     -   145,670.      664,290.      MT  (+/- 180 meters Scaled)
 LZ1612
 LZ1612                          SUPERSEDED SURVEY CONTROL
 LZ1612
 LZ1612.No superseded survey control is available for this station.
 LZ1612
 LZ1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL346934(NAD 83)
 LZ1612_MARKER: Q = CHISELED SQUARE
 LZ1612_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LZ1612_SP_SET: ABUTMENT
 LZ1612_MARK LOGO: PADH  
 LZ1612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1612
 LZ1612  HISTORY     - Date     Condition        Report By
 LZ1612  HISTORY     - UNK      MONUMENTED       PADH
 LZ1612  HISTORY     - 1983     GOOD             NGS
 LZ1612
 LZ1612                          STATION DESCRIPTION
 LZ1612
 LZ1612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LZ1612'4.2 KM (2.6 MI) SOUTH FROM RALSTON.
 LZ1612'4.2 KM (2.6 MI) SOUTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE IN
 LZ1612'RALSTON TO THE MARK ON THE LEFT, IN TOP OF THE NORTHWEST END OF THE
 LZ1612'NORTHEAST ABUTMENT OF PLEASANT STREAM ROAD BRIDGE OVER LYCOMING CREEK,
 LZ1612'3.35 METERS (11.0 FT) NORTHWEST OF THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2900 ***********************************************************************
 KW2900  DESIGNATION -  CHUCK
 KW2900  PID         -  KW2900
 KW2900  STATE/COUNTY-  PA/CLINTON
 KW2900  USGS QUAD   -  MADISONBURG (1983)
 KW2900
 KW2900                         *CURRENT SURVEY CONTROL
 KW2900  ___________________________________________________________________
 KW2900* NAD 83(1992)-  40 59 52.47407(N)    077 30 08.40449(W)     ADJUSTED  
 KW2900* NAVD 88     -       628.9    (meters)    2063.     (feet)  VERTCON   
 KW2900  ___________________________________________________________________
 KW2900  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 KW2900  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KW2900
 KW2900  HORZ ORDER  -  SECOND
 KW2900
 KW2900.The horizontal coordinates were established by classical geodetic methods
 KW2900.and adjusted by the National Geodetic Survey in June 2002..
 KW2900
 KW2900.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2900
 KW2900.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2900
 KW2900.The geoid height was determined by GEOID03.
 KW2900
 KW2900;                    North         East     Units Scale Factor Converg.
 KW2900;SPC PA N     -    92,342.392   620,837.662   MT  0.99998348   +0 09 49.8
 KW2900;SPC PA N     -   302,960.00  2,036,864.90   sFT  0.99998348   +0 09 49.8
 KW2900;UTM  18      - 4,541,541.113   289,533.736   MT  1.00014522   -1 38 32.0
 KW2900
 KW2900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2900!SPC PA N     -   0.99990658  x   0.99998348  =   0.99989006
 KW2900!UTM  18      -   0.99990658  x   1.00014522  =   1.00005178
 KW2900
 KW2900|---------------------------------------------------------------------|
 KW2900| PID    Reference Object                     Distance      Geod. Az  |
 KW2900|                                                           dddmmss.s |
 KW2900| CK6810 CHUCK RM 1                            6.709 METERS 05810     |
 KW2900| CK6811 CHUCK RM 2                            6.122 METERS 20352     |
 KW2900| KW2415 TANY                                APPROX. 5.3 KM 2660325.8 |
 KW2900|---------------------------------------------------------------------|
 KW2900
 KW2900                          SUPERSEDED SURVEY CONTROL
 KW2900
 KW2900  NAD 83(1986)-  40 59 52.47210(N)    077 30 08.40371(W) AD(       ) 2
 KW2900  NAD 27      -  40 59 52.23400(N)    077 30 09.43370(W) AD(       ) 2
 KW2900  NGVD 29 (07/19/86)  629.1    (m)         2064.     (f) VERT ANG       
 KW2900
 KW2900.Superseded values are not recommended for survey control.
 KW2900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2900.See file dsdata.txt to determine how the superseded data were derived.
 KW2900
 KW2900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL8953441541(NAD 83)
 KW2900_MARKER: DS = TRIANGULATION STATION DISK
 KW2900_SETTING: 80 = SET IN A BOULDER
 KW2900_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KW2900
 KW2900  HISTORY     - Date     Condition        Report By
 KW2900  HISTORY     - 1959     MONUMENTED       CGS
 KW2900
 KW2900                          STATION DESCRIPTION
 KW2900
 KW2900'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 KW2900'THE STATION IS LOCATED NEAR THE SOUTHWEST END OF THE RIDGE OF A
 KW2900'MOUNTAIN LOCALLY KNOWN AS BIG
 KW2900'MOUNTAIN, ON PROPERTY OWNED BY THE B AND R LUMBER COMPANY, ABOUT
 KW2900'4-1/2 MILES WEST OF TYLERSVILLE, ABOUT 3.0 MILES EAST OF
 KW2900'NITTANY AND ABOUT 1.0 MILE WEST OF THE CONFLUENCE OF CHERRY RUN AND
 KW2900'FISHING CREEK.  IT IS DIRECTLY WEST AND ABOVE A LARGE ROCK
 KW2900'FIELD LOCALLY KNOWN AS THE DEVILS RACETRACK WHICH COVERS A LARGE AREA
 KW2900'ON THE SOUTHEAST SIDE OF THE MOUNTAIN.
 KW2900'
 KW2900'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 64 AND 780
 KW2900'IN THE NORTH EDGE OF THE TOWN OF NITTANY, GO EAST ON STATE
 KW2900'HIGHWAY 780 AS PER SIGN TYLERSVILLE 8 FOR 0.47 MILE TO A FIVE POINT
 KW2900'INTERSECTION AND ENTRANCE TO A U.S. FISH HATCHERY.  TAKE THE
 KW2900'RIGHT HAND FORK OF FIVE AND GO SOUTHEAST ON STATE HIGHWAY 780 FOR
 KW2900'2.73 MILES TO WHERE THE HIGHWAY CURVES TO THE RIGHT, WHICH
 KW2900'IS ABOUT 0.1 MILE BEFORE REACHING A BRIDGE CROSSING CHERRY CREEK AND
 KW2900'A SMALL NARROW MEADOW ON THE LEFT, NORTH, SIDE OF THE HIGHWAY
 KW2900'AND THE END OF TRUCK TRAVEL.  FROM THE END OF TRUCK TRAVEL,
 KW2900'PACK NORTHWEST ACROSS THE SMALL MEADOW FOR ABOUT 200 FEET TO THE EDGE
 KW2900'OF THE TIMBER AND A TRAIL LEADING INTO THE WOODS.  PACK
 KW2900'NORTHWEST UP THE TRAIL THROUGH THE WOODS FOLLOWING BLAZES ON TREES
 KW2900'FOR ABOUT 100 YARDS TO A CROSS TRAIL, CONTINUE STRAIGHT AHEAD
 KW2900'ON THE MAIN TRAIL BEARING SLIGHTLY TO THE RIGHT AND GO ABOUT 500
 KW2900'YARDS TO A TRAIL LEADING TO THE LEFT AND A SMALL CARIN.
 KW2900'TURN LEFT ONTO THIS TRAIL AND PACK SOUTHWEST FOR ABOUT 200
 KW2900'FEET TO A TRAIL LEADING TO THE RIGHT.  TURN RIGHT ONTO THIS TRAIL AND
 KW2900'PACK WEST UPHILL FOR ABOUT 200 FEET TO THE EDGE OF A
 KW2900'ROCKY AREA, BEAR LEFT THROUGH A SMALL WOODED AREA TO A LARGER ROCK
 KW2900'FIELD, THENCE KEEP RIGHT UP STEEP ROCK FIELD TO ITS NORTH END,
 KW2900'THENCE BEAR LEFT ON A BLAZED TRAIL THROUGH A SMALL WOODED AREA TO
 KW2900'ANOTHER LARGE ROCK FIELD, THENCE KEEP RIGHT AND FOLLOW
 KW2900'THIS LARGE ROCK FIELD UPHILL TO THE TOP OF THE RIDGE, THENCE TURN
 KW2900'LEFT AND GO SOUTHWEST ALONG THE CREST OF THE RIDGE FOR ABOUT
 KW2900'200 FEET TO THE HIGHEST POINT OF THE RIDGE, A CLEARED AREA
 KW2900'AND THE STATION.  THIS IS ABOUT A HOUR AND A HALF PACK.
 KW2900'
 KW2900'THE STATION MARK, A STANDARD DISK STAMPED CHUCK 1959, IS CEMENTED IN
 KW2900'A DRILL HOLE IN THE TOP OF A 5 BY 8 FOOT BOULDER
 KW2900'PROJECTING ABOUT 12 INCHES ABOVE THE SURFACE OF THE GROUND.
 KW2900'
 KW2900'REFERENCE MARK 1, A STANDARD DISK STAMPED CHUCK NO 1 1959, IS
 KW2900'CEMENTED IN A DRILL HOLE IN THE TOP OF A 4 BY 6 FOOT
 KW2900'BOULDER PROJECTING ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 KW2900'IT IS ABOUT 12 INCHES HIGHER THAN THE STATION.
 KW2900'
 KW2900'REFERENCE MARK 2, A STANDARD DISK STAMPED CHUCK NO 2 1959, IS
 KW2900'CEMENTED IN A DRILL HOLE IN THE TOP OF A 12 BY 14 FOOT
 KW2900'BOULDER PROJECTING ABOUT 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 KW2900'IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 KW2900'
 KW2900'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION AS STATION
 KW2900'COLVEY AND TANY ARE INTERVISABLE AND MAY BE USED AS AN AZIMUTH
 KW2900'MARK.
 KW2900'
 KW2900'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5572 ***********************************************************************
 KV5572  DESIGNATION -  CHURCH C L USE 1935
 KV5572  PID         -  KV5572
 KV5572  STATE/COUNTY-  PA/BUCKS
 KV5572  USGS QUAD   -  TRENTON WEST (1995)
 KV5572
 KV5572                         *CURRENT SURVEY CONTROL
 KV5572  ___________________________________________________________________
 KV5572* NAD 83(1992)-  40 07 39.31030(N)    074 49 34.50758(W)     ADJUSTED  
 KV5572* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV5572  ___________________________________________________________________
 KV5572  LAPLACE CORR-           3.89  (seconds)                    DEFLEC99
 KV5572  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KV5572
 KV5572  HORZ ORDER  -  SECOND
 KV5572
 KV5572.The horizontal coordinates were established by classical geodetic methods
 KV5572.and adjusted by the National Geodetic Survey in June 2002..
 KV5572
 KV5572.The orthometric height was scaled from a topographic map.
 KV5572
 KV5572.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5572
 KV5572.The geoid height was determined by GEOID03.
 KV5572
 KV5572;                    North         East     Units Scale Factor Converg.
 KV5572;SPC PA S     -    92,314.275   849,153.141   MT  0.99997531   +1 53 48.9
 KV5572;SPC PA S     -   302,867.75  2,785,929.93   sFT  0.99997531   +1 53 48.9
 KV5572;SPC NJ       -   143,730.655   122,194.750   MT  0.99990951   -0 12 37.0
 KV5572;SPC NJ       -   471,556.32    400,900.61   sFT  0.99990951   -0 12 37.0
 KV5572;UTM  18      - 4,441,932.661   514,803.432   MT  0.99960270   +0 06 43.1
 KV5572
 KV5572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5572!SPC PA S     -   1.00000490  x   0.99997531  =   0.99998021
 KV5572!SPC NJ       -   1.00000490  x   0.99990951  =   0.99991441
 KV5572!UTM  18      -   1.00000490  x   0.99960270  =   0.99960760
 KV5572
 KV5572                          SUPERSEDED SURVEY CONTROL
 KV5572
 KV5572  NAD 83(1996)-  40 07 39.31030(N)    074 49 34.50758(W) AD(       ) 2
 KV5572  NAD 83(1986)-  40 07 39.30885(N)    074 49 34.50819(W) AD(       ) 2
 KV5572  NAD 27      -  40 07 38.91200(N)    074 49 35.91800(W) AD(       ) 2
 KV5572
 KV5572.Superseded values are not recommended for survey control.
 KV5572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5572.See file dsdata.txt to determine how the superseded data were derived.
 KV5572
 KV5572_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1480341933(NAD 83)
 KV5572_MARKER: Z = SEE DESCRIPTION
 KV5572_SETTING: 0 = UNSPECIFIED SETTING
 KV5572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5572
 KV5572  HISTORY     - Date     Condition        Report By
 KV5572  HISTORY     - 1935     MONUMENTED       USE
 KV5572  HISTORY     - 1947     GOOD             CGS
 KV5572
 KV5572                          STATION DESCRIPTION
 KV5572
 KV5572'DESCRIBED BY US ENGINEERS 1935 (EBR)
 KV5572'STATION IS AT BRISTOL, 1.4 MILES NE OF FARRAGUT STREET AND RADCLIFFE
 KV5572'STREET, 900-FEET SE OF BRISTOL PIKE, ON LANE ESTATE, ABOUT
 KV5572'1200-FEET SW OF OLD TULLYTOWN WHARF, 57.88-FEET NE OF N CORNER OF
 KV5572'LANE COTTAGE, 74.52-FEET N OF E CORNER SAME BUILDING, 45-FEET NW OF
 KV5572'HIGH WATER LINE, 3.99-FEET S OF 3-NAIL BLAZE IN WILD CHERRY TREE.
 KV5572'
 KV5572'A STANDARD USED 8-INCH GALVANIZED TOP MONUMENT.
 KV5572'
 KV5572'THIS STATION IS ALSO EMPLOYED AS LANDRETH CENTER LINE USE UPPER.
 KV5572'
 KV5572'INTERSECTION STATION.
 KV5572'
 KV5572'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 KV5572
 KV5572                          STATION RECOVERY (1947)
 KV5572
 KV5572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5572'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5572'ADEQUATE EXCEPT FOR THE FOLLOWING CHANGE-
 KV5572'
 KV5572'ADD STATION IS AT THE END OF WOODED LANE THAT LEADS BY EDGELY
 KV5572'WATERWORKS TO A CONCRETE BLOCKHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3741 ***********************************************************************
 KV3741  DESIGNATION -  CHURCH OF REDEEMER FINIAL
 KV3741  PID         -  KV3741
 KV3741  STATE/COUNTY-  PA/MONTGOMERY
 KV3741  USGS QUAD   -  NORRISTOWN (1992)
 KV3741
 KV3741                         *CURRENT SURVEY CONTROL
 KV3741  ___________________________________________________________________
 KV3741* NAD 83(1992)-  40 01 19.51639(N)    075 18 22.94746(W)     ADJUSTED  
 KV3741* NAVD 88     -                                                        
 KV3741  ___________________________________________________________________
 KV3741  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 KV3741  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KV3741
 KV3741  HORZ ORDER  -  THIRD
 KV3741
 KV3741.The horizontal coordinates were established by classical geodetic methods
 KV3741.and adjusted by the National Geodetic Survey in June 2002..
 KV3741
 KV3741
 KV3741.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3741
 KV3741.The geoid height was determined by GEOID03.
 KV3741
 KV3741;                    North         East     Units Scale Factor Converg.
 KV3741;SPC PA S     -    79,361.479   808,574.108   MT  0.99998731   +1 35 07.5
 KV3741;SPC PA S     -   260,371.79  2,652,796.89   sFT  0.99998731   +1 35 07.5
 KV3741;UTM  18      - 4,430,253.713   473,856.389   MT  0.99960841   -0 11 49.3
 KV3741
 KV3741                          SUPERSEDED SURVEY CONTROL
 KV3741
 KV3741  NAD 83(1996)-  40 01 19.51649(N)    075 18 22.94764(W) AD(       ) 4
 KV3741  NAD 83(1991)-  40 01 19.51423(N)    075 18 22.95025(W) AD(       ) 4
 KV3741  NAD 83(1986)-  40 01 19.51013(N)    075 18 22.95712(W) AD(       ) 4
 KV3741  NAD 27      -  40 01 19.10100(N)    075 18 24.29900(W) AD(       ) 3
 KV3741
 KV3741.Superseded values are not recommended for survey control.
 KV3741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3741.See file dsdata.txt to determine how the superseded data were derived.
 KV3741
 KV3741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7385630254(NAD 83)
 KV3741_MARKER: 82 = FINIAL
 KV3741
 KV3741  HISTORY     - Date     Condition        Report By
 KV3741  HISTORY     - 1937     FIRST OBSERVED   CGS
 KV3741  HISTORY     - 19951104 GOOD             USPSQD
 KV3741
 KV3741                          STATION DESCRIPTION
 KV3741
 KV3741'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (CIA)
 KV3741'STATION IS THE BASE OF THE WEATHER VANE ON THE SQUARE GRAY STONE
 KV3741'TOWER OF THE CHURCH OF THE REDEEMER, E OF NEW GULPH ROAD
 KV3741'BETWEEN FISHERS AND PENNSWOOD ROADS, IN BRYN MAWR, PA.
 KV3741
 KV3741                          STATION RECOVERY (1995)
 KV3741
 KV3741'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3112 ***********************************************************************
 JU3112  DESIGNATION -  CITY HALL
 JU3112  PID         -  JU3112
 JU3112  STATE/COUNTY-  PA/PHILADELPHIA
 JU3112  USGS QUAD   -  PHILADELPHIA (1994)
 JU3112
 JU3112                         *CURRENT SURVEY CONTROL
 JU3112  ___________________________________________________________________
 JU3112* NAD 83(1992)-  39 57 09.70600(N)    075 09 48.59513(W)     ADJUSTED  
 JU3112* NAVD 88     -       161.     (meters)     528.     (feet)  SCALED    
 JU3112  ___________________________________________________________________
 JU3112  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 JU3112  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU3112
 JU3112  HORZ ORDER  -  FIRST
 JU3112
 JU3112.The horizontal coordinates were established by classical geodetic methods
 JU3112.and adjusted by the National Geodetic Survey in June 2002..
 JU3112
 JU3112.The orthometric height was scaled from a topographic map.
 JU3112
 JU3112.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3112
 JU3112.The geoid height was determined by GEOID03.
 JU3112
 JU3112;                    North         East     Units Scale Factor Converg.
 JU3112;SPC PA S     -    72,007.278   820,991.406   MT  0.99999703   +1 40 41.2
 JU3112;SPC PA S     -   236,243.88  2,693,535.97   sFT  0.99999703   +1 40 41.2
 JU3112;SPC NJ       -   124,473.381    93,307.659   MT  0.99993955   -0 25 33.9
 JU3112;SPC NJ       -   408,376.42    306,126.88   sFT  0.99993955   -0 25 33.9
 JU3112;UTM  18      - 4,422,519.767   486,034.176   MT  0.99960240   -0 06 18.0
 JU3112
 JU3112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3112!SPC PA S     -   0.99997996  x   0.99999703  =   0.99997699
 JU3112!SPC NJ       -   0.99997996  x   0.99993955  =   0.99991951
 JU3112!UTM  18      -   0.99997996  x   0.99960240  =   0.99958237
 JU3112
 JU3112|---------------------------------------------------------------------|
 JU3112| PID    Reference Object                     Distance      Geod. Az  |
 JU3112|                                                           dddmmss.s |
 JU3112| CB2350 CITY HALL RM STUD NORTH               2.290 METERS 04749     |
 JU3112| KV5704 AIRWAY BEACON 69                    APPROX.16.6 KM 0653144.5 |
 JU3112| JU3046 CAMDEN R K CO STACK                 APPROX. 3.6 KM 0811617.2 |
 JU3112| JU3045 CAMDEN COOPER POINT TANK            APPROX. 3.5 KM 0812629.0 |
 JU3112| JU3130 PHILADELPHIA CHRIST S CH CROSS      APPROX. 1.7 KM 0972420.9 |
 JU3112| JU3132 PHILADELPHIA ST PETER PE CH         APPROX. 1.7 KM 1282023.3 |
 JU3112| JU3077 IRISH                               APPROX.13.9 KM 1432722.4 |
 JU3112| JU3136 PHILADELPHIA DEL SUGAR STACK        APPROX. 3.2 KM 1454010.7 |
 JU3112| JU3142 PHILADELPHIA GER EVAN LUTH CH       APPROX. 2.2 KM 1495515.9 |
 JU3112| JU3148 PHILADELPHIA ANNUNCIATION CH        APPROX. 2.5 KM 1751829.6 |
 JU3112| JU3147 PHILADELPHIA WANAMAKER TWR LT       169.781 METERS 17935     |
 JU3112| JU3084 AIRWAY BEACON 67                    APPROX.17.4 KM 2002857.3 |
 JU3112| CB3058 CITY HALL RM STUD SOUTH               2.655 METERS 22752     |
 JU3112| JU3161 PHILADELPHIA ELECTRIC CO STACK      APPROX. 2.5 KM 2421836.7 |
 JU3112| JU3107 CITY HALL 2                           3.280 METERS 31525     |
 JU3112|---------------------------------------------------------------------|
 JU3112
 JU3112                          SUPERSEDED SURVEY CONTROL
 JU3112
 JU3112  NAD 83(1996)-  39 57 09.70624(N)    075 09 48.59467(W) AD(       ) 1
 JU3112  NAD 83(1991)-  39 57 09.70437(N)    075 09 48.59617(W) AD(       ) 1
 JU3112  NAD 83(1986)-  39 57 09.70064(N)    075 09 48.59929(W) AD(       ) 1
 JU3112  NAD 27      -  39 57 09.29930(N)    075 09 49.95500(W) AD(       ) 1
 JU3112
 JU3112.Superseded values are not recommended for survey control.
 JU3112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3112.See file dsdata.txt to determine how the superseded data were derived.
 JU3112
 JU3112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8603422520(NAD 83)
 JU3112_MARKER: Z = SEE DESCRIPTION
 JU3112_SETTING: 0 = UNSPECIFIED SETTING
 JU3112
 JU3112  HISTORY     - Date     Condition        Report By
 JU3112  HISTORY     - 1933     MONUMENTED       CGS
 JU3112  HISTORY     - 1937     GOOD             CGS
 JU3112  HISTORY     - 1961     MARK NOT FOUND   CGS
 JU3112  HISTORY     - 1965     GOOD             CGS
 JU3112
 JU3112                          STATION DESCRIPTION
 JU3112
 JU3112'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3112'THE STATION IS ON THE OBSERVATION PLATFORM AT THE FOOT OF THE PENN
 JU3112'STATUE ON TOP OF THE CITY HALL TOWER, PHILADELPHIA,
 JU3112'PENNSYLVANIA.  IT IS ABOUT 530 FEET ABOVE THE STREET LEVEL.  THE
 JU3112'PROMENADE IS ABOUT 5 FEET WIDE, CIRCULAR, AND IS SURROUNDED BY A
 JU3112'3.5-FOOT RAIL AND A CIRCLE OF POWERFUL LIGHTS.  A STAND WAS BUILT AT
 JU3112'THE THIRD LIGHT POST TO THE LEFT OF THE DOOR LEADING TO THE
 JU3112'ELEVATOR.  THE POINT OCCUPIED WAS TIED INTO THE CENTER OF THE
 JU3112'BUILDING (BASE OF STATUE) AND TO TWO SMALL COPPER STUDS
 JU3112'SET IN THE PLATFORM BENEATH THE RAILING.
 JU3112
 JU3112                          STATION RECOVERY (1937)
 JU3112
 JU3112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937
 JU3112'USED IN TRIANGULATION FOR MERION TOWNSHIP BY C.I. ASLAKSON.  C.I.
 JU3112'ASLAKSON SAYS HE OCCUPIED THE STATION ECCENTRICALLY
 JU3112'AND DID NOT VISIT THE STATION ITSELF, THE TIE BEING MADE BY THE
 JU3112'MERION TOWNSHIP ORGANIZATION.
 JU3112
 JU3112                          STATION RECOVERY (1961)
 JU3112
 JU3112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3112'THE TWO STUD REFERENCE POINTS WERE NOT FOUND AND THE STATION WAS NOT
 JU3112'FOUND.  IN ORDER TO HAVE A PERMANENT STATION TO REDUCE
 JU3112'ALL FUTURE VALUES A CITY HALL 2 WAS ESTABLISHED.  CITY HALL 2 IS THE
 JU3112'CENTER OF THE STATUE BASE AND ALL OCCUPATIONS WILL BE
 JU3112'ECCENTRIC AND REDUCED TO THE CENTER.
 JU3112
 JU3112                          STATION RECOVERY (1965)
 JU3112
 JU3112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DCW)
 JU3112'STATION RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3107 ***********************************************************************
 JU3107  DESIGNATION -  CITY HALL 2
 JU3107  PID         -  JU3107
 JU3107  STATE/COUNTY-  PA/PHILADELPHIA
 JU3107  USGS QUAD   -  PHILADELPHIA (1994)
 JU3107
 JU3107                         *CURRENT SURVEY CONTROL
 JU3107  ___________________________________________________________________
 JU3107* NAD 83(1992)-  39 57 09.78160(N)    075 09 48.69196(W)     ADJUSTED  
 JU3107* NAVD 88     -       160.7    (meters)     527.     (feet)  VERTCON   
 JU3107  ___________________________________________________________________
 JU3107  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 JU3107  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU3107
 JU3107  HORZ ORDER  -  SECOND
 JU3107
 JU3107.The horizontal coordinates were established by classical geodetic methods
 JU3107.and adjusted by the National Geodetic Survey in June 2002..
 JU3107
 JU3107.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3107
 JU3107.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3107
 JU3107.The geoid height was determined by GEOID03.
 JU3107
 JU3107;                    North         East     Units Scale Factor Converg.
 JU3107;SPC PA S     -    72,009.541   820,989.040   MT  0.99999703   +1 40 41.1
 JU3107;SPC PA S     -   236,251.30  2,693,528.21   sFT  0.99999703   +1 40 41.1
 JU3107;SPC NJ       -   124,475.729    93,305.378   MT  0.99993956   -0 25 34.0
 JU3107;SPC NJ       -   408,384.12    306,119.39   sFT  0.99993956   -0 25 34.0
 JU3107;UTM  18      - 4,422,522.102   486,031.882   MT  0.99960240   -0 06 18.0
 JU3107
 JU3107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3107!SPC PA S     -   0.99997996  x   0.99999703  =   0.99997699
 JU3107!SPC NJ       -   0.99997996  x   0.99993956  =   0.99991952
 JU3107!UTM  18      -   0.99997996  x   0.99960240  =   0.99958237
 JU3107
 JU3107                          SUPERSEDED SURVEY CONTROL
 JU3107
 JU3107  NAD 83(1996)-  39 57 09.78184(N)    075 09 48.69149(W) AD(       ) 2
 JU3107  NAD 83(1991)-  39 57 09.77998(N)    075 09 48.69299(W) AD(       ) 2
 JU3107  NAD 83(1986)-  39 57 09.77637(N)    075 09 48.69628(W) AD(       ) 2
 JU3107  NAD 27      -  39 57 09.37490(N)    075 09 50.05180(W) AD(       ) 2
 JU3107  NGVD 29 (07/19/86)  161.0    (m)          528.     (f) VERT ANG       
 JU3107
 JU3107.Superseded values are not recommended for survey control.
 JU3107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3107.See file dsdata.txt to determine how the superseded data were derived.
 JU3107
 JU3107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8603222522(NAD 83)
 JU3107_MARKER: Z = SEE DESCRIPTION
 JU3107_SETTING: 0 = UNSPECIFIED SETTING
 JU3107
 JU3107  HISTORY     - Date     Condition        Report By
 JU3107  HISTORY     - 1961     MONUMENTED       CGS
 JU3107  HISTORY     - 1962     GOOD             CGS
 JU3107
 JU3107                          STATION DESCRIPTION
 JU3107
 JU3107'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3107'STATION IS ON THE CITY HALL TOWER AND IS THE CENTER OF THE WILLIAM
 JU3107'PENN STATUE BASE.  IT IS ABOUT 530 FEET ABOVE THE
 JU3107'STREET LEVEL.  ALL OBSERVATIONS WILL HAVE TO BE MADE ECCENTRIC AND
 JU3107'REDUCED TO THE STATUE BASE CENTER.
 JU3107'
 JU3107'THE STATUE BASE DIAMETER IS 16.805 METERS, RADIUS IS 2.674 METERS.
 JU3107'ECCENTRIC SET-UP NOTES RECORDED IN VOLUME 4
 JU3107'PHILADELPHIA AREA - PROJECT 40000-871.
 JU3107'
 JU3107'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JU3107
 JU3107                          STATION RECOVERY (1962)
 JU3107
 JU3107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 JU3107'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD
 JU3107'CONDITION.  THE STATUE BASE CIRCUMFERENCE IS 16.805 METERS,
 JU3107'RADIUS IS 2.674 METERS.  AN ECCENTRIC POINT NO. 2 WAS USED ON THE
 JU3107'EAST SIDE OF THE STATUE BASE PLATFORM ON THIS DATE AND
 JU3107'REDUCED TO THE CENTER OF THE WM. PENN STATUE.
 JU3107'
 JU3107'THE STATUE BASE CIRCUMFERENCE IS 16.805 METERS, RADIUS IS 2.674
 JU3107'METERS.
 JU3107'
 JU3107'ECCENTRIC POINT 2 1962 IS 12.2 FEET NORTHEAST OF EAST EDGE OF THE
 JU3107'DOOR, 4.84 FEET SOUTH OF LIGHT POLE NO. 5, 4.35 FEET NORTH
 JU3107'FROM POLICE ANTENNA, BETWEEN NO. 3 AND NO. 4 LIGHT POLE, 3.3 FEET
 JU3107'WEST FROM POLICE ANTENNA, BETWEEN NO. 4 AND NO. 5 LIGHT
 JU3107'POLE, 2.62 FEET NORTH OF LIGHTPOLE NO. 4 AND 2.46 FEET EAST OF THE
 JU3107'OUTSIDE EDGE OF THE STATUE BASE.
 JU3107'
 JU3107'THESE POINTS, ECCENTRIC POINTS, ARE MARKED WITH A CENTER PUNCH HOLE
 JU3107'IN THE METAL OF THE FLOOR, ENCLOSED WITH A CHISELED
 JU3107'TRIANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3113 ***********************************************************************
 JU3113  DESIGNATION -  CITY HALL 2 EAST ECC 1962
 JU3113  PID         -  JU3113
 JU3113  STATE/COUNTY-  PA/PHILADELPHIA
 JU3113  USGS QUAD   -  PHILADELPHIA (1994)
 JU3113
 JU3113                         *CURRENT SURVEY CONTROL
 JU3113  ___________________________________________________________________
 JU3113* NAD 83(1992)-  39 57 09.74923(N)    075 09 48.55399(W)     ADJUSTED  
 JU3113* NAVD 88     -       160.7    (meters)     527.     (feet)  VERTCON   
 JU3113  ___________________________________________________________________
 JU3113  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 JU3113  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU3113
 JU3113  HORZ ORDER  -  THIRD
 JU3113
 JU3113.The horizontal coordinates were established by classical geodetic methods
 JU3113.and adjusted by the National Geodetic Survey in June 2002..
 JU3113
 JU3113.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3113
 JU3113.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3113
 JU3113.The geoid height was determined by GEOID03.
 JU3113
 JU3113;                    North         East     Units Scale Factor Converg.
 JU3113;SPC PA S     -    72,008.639   820,992.343   MT  0.99999703   +1 40 41.2
 JU3113;SPC PA S     -   236,248.34  2,693,539.05   sFT  0.99999703   +1 40 41.2
 JU3113;SPC NJ       -   124,474.707    93,308.645   MT  0.99993955   -0 25 33.9
 JU3113;SPC NJ       -   408,380.77    306,130.11   sFT  0.99993955   -0 25 33.9
 JU3113;UTM  18      - 4,422,521.098   486,035.154   MT  0.99960240   -0 06 17.9
 JU3113
 JU3113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3113!SPC PA S     -   0.99997996  x   0.99999703  =   0.99997699
 JU3113!SPC NJ       -   0.99997996  x   0.99993955  =   0.99991951
 JU3113!UTM  18      -   0.99997996  x   0.99960240  =   0.99958237
 JU3113
 JU3113:                Primary Azimuth Mark                     Grid Az
 JU3113:SPC PA S     -  PHILADELPHIA CHRIST S CH CROSS           095 46 38.7
 JU3113:SPC NJ       -  PHILADELPHIA CHRIST S CH CROSS           097 52 53.8
 JU3113:UTM  18      -  PHILADELPHIA CHRIST S CH CROSS           097 33 37.8
 JU3113
 JU3113|---------------------------------------------------------------------|
 JU3113| PID    Reference Object                     Distance      Geod. Az  |
 JU3113|                                                           dddmmss.s |
 JU3113| JU3130 PHILADELPHIA CHRIST S CH CROSS      APPROX. 1.7 KM 0972719.9 |
 JU3113| JU3074 CAMDEN                              APPROX. 3.8 KM 1031315.8 |
 JU3113| JU3136 PHILADELPHIA DEL SUGAR STACK        APPROX. 3.2 KM 1454150.4 |
 JU3113| JU3142 PHILADELPHIA GER EVAN LUTH CH       APPROX. 2.2 KM 1495734.7 |
 JU3113| JU3107 CITY HALL 2                           3.405 METERS 28657     |
 JU3113|---------------------------------------------------------------------|
 JU3113
 JU3113                          SUPERSEDED SURVEY CONTROL
 JU3113
 JU3113  NAD 83(1996)-  39 57 09.74947(N)    075 09 48.55353(W) AD(       ) 3
 JU3113  NAD 83(1991)-  39 57 09.74761(N)    075 09 48.55503(W) AD(       ) 3
 JU3113  NAD 83(1986)-  39 57 09.74418(N)    075 09 48.55906(W) AD(       ) 3
 JU3113  NAD 27      -  39 57 09.34250(N)    075 09 49.91380(W) AD(       ) 3
 JU3113  NGVD 29 (07/19/86)  161.0    (m)          528.     (f) VERT ANG       
 JU3113
 JU3113.Superseded values are not recommended for survey control.
 JU3113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3113.See file dsdata.txt to determine how the superseded data were derived.
 JU3113
 JU3113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8603522521(NAD 83)
 JU3113_MARKER: Z = SEE DESCRIPTION
 JU3113_SETTING: 0 = UNSPECIFIED SETTING
 JU3113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3113
 JU3113  HISTORY     - Date     Condition        Report By
 JU3113  HISTORY     - 1962     MONUMENTED       USE
 JU3113
 JU3113                          STATION DESCRIPTION
 JU3113
 JU3113'DESCRIBED BY US ENGINEERS 1962
 JU3113'STATION IS ON THE CITY HALL TOWER AND IS THE CENTER OF THE WILLIAM
 JU3113'PENN STATUE BASE.  IT IS ABOUT 530 FEET ABOVE THE
 JU3113'STREET LEVEL.  ALL OBSERVATIONS WILL HAVE TO BE MADE ECCENTRIC AND
 JU3113'REDUCED TO THE STATUE BASE CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3109 ***********************************************************************
 JU3109  DESIGNATION -  CITY HALL 2 WEST ECC 1961
 JU3109  PID         -  JU3109
 JU3109  STATE/COUNTY-  PA/PHILADELPHIA
 JU3109  USGS QUAD   -  PHILADELPHIA (1994)
 JU3109
 JU3109                         *CURRENT SURVEY CONTROL
 JU3109  ___________________________________________________________________
 JU3109* NAD 83(1992)-  39 57 09.81083(N)    075 09 48.83418(W)     ADJUSTED  
 JU3109* NAVD 88     -       160.7    (meters)     527.     (feet)  VERTCON   
 JU3109  ___________________________________________________________________
 JU3109  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 JU3109  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU3109
 JU3109  HORZ ORDER  -  THIRD
 JU3109
 JU3109.The horizontal coordinates were established by classical geodetic methods
 JU3109.and adjusted by the National Geodetic Survey in June 2002..
 JU3109
 JU3109.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3109
 JU3109.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3109
 JU3109.The geoid height was determined by GEOID03.
 JU3109
 JU3109;                    North         East     Units Scale Factor Converg.
 JU3109;SPC PA S     -    72,010.343   820,985.639   MT  0.99999702   +1 40 41.0
 JU3109;SPC PA S     -   236,253.93  2,693,517.05   sFT  0.99999702   +1 40 41.0
 JU3109;SPC NJ       -   124,476.656    93,302.009   MT  0.99993956   -0 25 34.0
 JU3109;SPC NJ       -   408,387.16    306,108.34   sFT  0.99993956   -0 25 34.0
 JU3109;UTM  18      - 4,422,523.009   486,028.510   MT  0.99960240   -0 06 18.1
 JU3109
 JU3109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3109!SPC PA S     -   0.99997996  x   0.99999702  =   0.99997698
 JU3109!SPC NJ       -   0.99997996  x   0.99993956  =   0.99991952
 JU3109!UTM  18      -   0.99997996  x   0.99960240  =   0.99958237
 JU3109
 JU3109:                Primary Azimuth Mark                     Grid Az
 JU3109:SPC PA S     -  PATTISON                                 169 04 39.4
 JU3109:SPC NJ       -  PATTISON                                 171 10 54.4
 JU3109:UTM  18      -  PATTISON                                 170 51 38.5
 JU3109
 JU3109|---------------------------------------------------------------------|
 JU3109| PID    Reference Object                     Distance      Geod. Az  |
 JU3109|                                                           dddmmss.s |
 JU3109| JU0865 PATTISON                            APPROX. 5.8 KM 1704520.4 |
 JU3109|---------------------------------------------------------------------|
 JU3109
 JU3109                          SUPERSEDED SURVEY CONTROL
 JU3109
 JU3109  NAD 83(1996)-  39 57 09.81107(N)    075 09 48.83371(W) AD(       ) 3
 JU3109  NAD 83(1991)-  39 57 09.80921(N)    075 09 48.83520(W) AD(       ) 3
 JU3109  NAD 83(1986)-  39 57 09.80559(N)    075 09 48.83847(W) AD(       ) 3
 JU3109  NAD 27      -  39 57 09.40410(N)    075 09 50.19400(W) AD(       ) 3
 JU3109  NGVD 29 (07/19/86)  161.0    (m)          528.     (f) VERT ANG       
 JU3109
 JU3109.Superseded values are not recommended for survey control.
 JU3109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3109.See file dsdata.txt to determine how the superseded data were derived.
 JU3109
 JU3109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8602922523(NAD 83)
 JU3109_MARKER: Z = SEE DESCRIPTION
 JU3109_SETTING: 0 = UNSPECIFIED SETTING
 JU3109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3109
 JU3109  HISTORY     - Date     Condition        Report By
 JU3109  HISTORY     - 1961     MONUMENTED       CGS
 JU3109
 JU3109                          STATION DESCRIPTION
 JU3109
 JU3109'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU3109'STATION IS ON THE CITY HALL TOWER AND IS THE CENTER OF THE WILLIAM
 JU3109'PENN STATUE BASE.  IT IS ABOUT 530 FEET ABOVE THE
 JU3109'STREET LEVEL.  ALL OBSERVATIONS WILL HAVE TO BE MADE ECCENTRIC AND
 JU3109'REDUCED TO THE STATUE BASE CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5911 ***********************************************************************
 KV5911  DESIGNATION -  CITY LINE
 KV5911  PID         -  KV5911
 KV5911  STATE/COUNTY-  PA/MONTGOMERY
 KV5911  USGS QUAD   -  GERMANTOWN (1997)
 KV5911
 KV5911                         *CURRENT SURVEY CONTROL
 KV5911  ___________________________________________________________________
 KV5911* NAD 83(1992)-  40 00 43.88776(N)    075 12 37.77596(W)     ADJUSTED  
 KV5911* NAVD 88     -        37.3    (meters)     122.     (feet)  GPS OBS   
 KV5911  ___________________________________________________________________
 KV5911  X           -   1,248,733.734 (meters)                     COMP
 KV5911  Y           -  -4,729,774.714 (meters)                     COMP
 KV5911  Z           -   4,079,025.140 (meters)                     COMP
 KV5911  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 KV5911  ELLIP HEIGHT-           4.23  (meters)          (08/10/01) GPS OBS
 KV5911  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KV5911
 KV5911  HORZ ORDER  -  FIRST
 KV5911  ELLP ORDER  -  FOURTH    CLASS II
 KV5911
 KV5911.The horizontal coordinates were established by GPS observations
 KV5911.and adjusted by the National Geodetic Survey in June 1994..
 KV5911
 KV5911.The orthometric height was determined by GPS observations and a
 KV5911.high-resolution geoid model.
 KV5911
 KV5911.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5911
 KV5911.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5911
 KV5911.The ellipsoidal height was determined by GPS observations
 KV5911.and is referenced to NAD 83.
 KV5911
 KV5911.The geoid height was determined by GEOID03.
 KV5911
 KV5911;                    North         East     Units Scale Factor Converg.
 KV5911;SPC PA S     -    78,493.944   816,787.349   MT  0.99998861   +1 38 51.4
 KV5911;SPC PA S     -   257,525.55  2,679,743.16   sFT  0.99998861   +1 38 51.4
 KV5911;UTM  18      - 4,429,131.523   482,035.542   MT  0.99960397   -0 08 07.2
 KV5911
 KV5911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5911!SPC PA S     -   0.99999934  x   0.99998861  =   0.99998795
 KV5911!UTM  18      -   0.99999934  x   0.99960397  =   0.99960331
 KV5911
 KV5911|---------------------------------------------------------------------|
 KV5911| PID    Reference Object                     Distance      Geod. Az  |
 KV5911|                                                           dddmmss.s |
 KV5911| CS3454 CITY LINE RM 1                       20.817 METERS 13856     |
 KV5911| CS3455 CITY LINE RM 2                       24.931 METERS 27253     |
 KV5911| CS3526 ST JOHNS CATH CHURCH SPIRE                         3292727.5 |
 KV5911| CS3439 BETHANIEN LUTH CHURCH SPIRE                        3451555.2 |
 KV5911| KV6111 CITY LINE AZ MK                     APPROX. 0.6 KM 3512309.9 |
 KV5911| CS3532 SYKES COMPANY BUILDING TANK                        3541030.5 |
 KV5911|---------------------------------------------------------------------|
 KV5911
 KV5911                          SUPERSEDED SURVEY CONTROL
 KV5911
 KV5911  NAD 83(1996)-  40 00 43.88729(N)    075 12 37.77188(W) AD(       ) 1
 KV5911  NAD 83(1996)-  40 00 43.88821(N)    075 12 37.77581(W) AD(       ) 1
 KV5911  ELLIP H (06/28/94)    4.19   (m)                       GP(       ) 4 1
 KV5911  NAD 83(1991)-  40 00 43.88480(N)    075 12 37.77430(W) AD(       ) 2
 KV5911  ELLIP H (01/27/92)    4.58   (m)                       GP(       ) 4 1
 KV5911  NAD 83(1986)-  40 00 43.87946(N)    075 12 37.77979(W) AD(       ) 2
 KV5911  NGVD 29 (07/14/89)   37.7    (m)          124.     (f) GPS OBS        
 KV5911
 KV5911.Superseded values are not recommended for survey control.
 KV5911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5911.See file dsdata.txt to determine how the superseded data were derived.
 KV5911
 KV5911_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8203629132(NAD 83)
 KV5911_MARKER: DH = HORIZONTAL CONTROL DISK
 KV5911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5911_SP_SET: CONCRETE POST
 KV5911_STAMPING: CITY LINE 1984
 KV5911_MARK LOGO: PADT  
 KV5911_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KV5911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5911+STABILITY: SURFACE MOTION
 KV5911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5911+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2004
 KV5911
 KV5911  HISTORY     - Date     Condition        Report By
 KV5911  HISTORY     - 1984     MONUMENTED       PADT
 KV5911  HISTORY     - 1984     GOOD             PADT
 KV5911  HISTORY     - 19930601 GOOD             ADRGS
 KV5911  HISTORY     - 20020429 GOOD             JCLS
 KV5911  HISTORY     - 20040311 GOOD             DEWDAV
 KV5911
 KV5911                          STATION DESCRIPTION
 KV5911
 KV5911'DESCRIBED BY PA DEPT OF TRANSP 1984 (RBG)
 KV5911'THE STATION IS LOCATED ABOUT .8 KM (.5 MI) SOUTH OF MANAYUNK,
 KV5911'6.9 KM (4.3 MI) NORTHEAST OF THE COMMON CORNER OF PHILADELPHIA,
 KV5911'MONTGOMERY AND DELAWARE COUNTIES AND 1.6 KM
 KV5911'(1.0 MI) EAST OF BALA-CYNWYD, IN THE CENTER OF THE CITY LINE
 KV5911'AVENUE INTERCHANGE OF THE SCHUYLKILL EXPRESSWAY, ON THE NORTH SIDE
 KV5911'OF THE CITY OF PHILDELPHIA, IN LOWER MERION TOWNSHIP.
 KV5911'OWNERSHIP--PADT
 KV5911'
 KV5911'TO REACH THE STATION FROM THE INTERSECTION OF CITY LINE AND BELMONT
 KV5911'AVENUES IN THE 54TH WARD OF THE CITY OF PHILADELPHIA GO
 KV5911'NORTHEAST FOR .24 KM (.15 MI) ON CITY LINE AVENUE TO KINGS GRANT
 KV5911'AVENUE,
 KV5911'CONTINUE STRAIGHT AHEAD AND GO NORTHEAST FOR
 KV5911'4 KM (.25 MI) ON CITY LINE AVENUE TO MONUMENT AVENUE
 KV5911'CONTINUE STRAIGHT AHEAD AND GO NORTHEAST FOR
 KV5911'24 KM (.15 MI) ON CITY LINE AVENUE TO THE ENTRANCE TO THE
 KV5911'SCHUYLKILL EXPRESSWAY AND A SIGN TO VALLEY FORGE,
 KV5911'TURN LEFT AND GO NORTHWEST FOR .4 KM (.25 MI) ON THE ENTRANCE RAMP
 KV5911'TO THE STATION ON THE RIGHT.
 KV5911'
 KV5911'THE STATION IS A STANDARD PADT DISK
 KV5911'STAMPED---CITY LINE 1984---,
 KV5911'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5911'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV5911'12.19 METERS (40.0 FT) NORTHEAST FROM THE EAST EDGE OF ENTRANCE RAMP,
 KV5911'11.76 METERS (38.6 FT) NORTH-NORTHWEST FROM A 14 INCH DIAMETER OAK
 KV5911'TREE,
 KV5911'7.41 METERS (24.3 FT) WEST-SOUTHWEST FROM THE WESTERN EDGE OF THE
 KV5911'NORTH BOUND LANE OF THE SCHUYLKILL EXPRESSWAY, AND
 KV5911'21.64 METERS (71.0 FT) NORTH-NORTHWEST FROM THE SOUTHEAST CORNER OF
 KV5911'THE SOUTHEAST BRIDGE WING WALL.
 KV5911'THE UNDERGROUND MARK IS A STANDARD PADT DISK
 KV5911'STAMPED---CITY LINE 1984---,
 KV5911'SET INTO BEDROCK 1.04 METERS BELOW THE SURFACE.
 KV5911'
 KV5911'REFERENCE MARK NO. 1 IS A STANDARD PADT DISK
 KV5911'STAMPED---CITY LINE NO.1 1984---,
 KV5911'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5911'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV5911'10.67 METERS (35 FT) WEST-SOUTHWEST FROM THE WESTERN EDGE OF NORTH
 KV5911'BOUND LANE OF SCHUYLKILL EXPRESSWAY,
 KV5911'9.75 METERS (32.0 FT) SOUTH-SOUTHEAST FROM A 14 INCH DIAMETER OAK
 KV5911'TREE,
 KV5911'6.40 METERS (21.0 FT) EAST FROM THE SOUTHEAST CORNER OF THE
 KV5911'SOUTHEAST BRIDGE WING WALL AND
 KV5911'4.33 METERS (14.2 FT) NORTHWEST FROM A 12 INCH DIAMETER OAK TREE.
 KV5911'MARK IS 1.22 METERS ABOVE THE STATION.
 KV5911'
 KV5911'REFERENCE MARK NO. 2 IS A STANDARD PADT DISK
 KV5911'STAMPED---CITY LINE NO.2 1984---,
 KV5911'SET INTO THE TOP OF CONCRETE BRIDGE WINGWALL, AT NORTH END OF
 KV5911'WINGWALL AT NORTHWEST CORNER OF BRIDGE. LOCATED
 KV5911'3.17 METERS (10.4 FT) NORTHWEST FROM THE WESTERN EDGE OF NORTH
 KV5911'BOUND ENTRANCE RAMP.
 KV5911'MARK IS .30 METERS BELOW THE STATION.
 KV5911'
 KV5911'AZIMUTH MARK NO. 1 IS A STANDARD PADT DISK
 KV5911'STAMPED---CITY LINE 1984---,
 KV5911'SET INTO THE TOP OF AN OLD CONCRETE WALL ON THE WESTERN SIDE OF
 KV5911'RIDGE AVENUE, TOP OF WALL IS FLUSH WITH GRADE. LOCATED
 KV5911'14.54 METERS (47.7 FT) SOUTH-SOUTHWEST FROM A STREET LIGHT,
 KV5911'12.80 METERS (42.0 FT) NORTH-NORTHEAST FROM THE NORTH END OF A 6
 KV5911'FOOT HIGH CONCRETE WALL,
 KV5911'9.45 METERS (31.0 FT) SOUTH FROM THE NORTHEAST END OF A BILL BOARD,
 KV5911'AND
 KV5911'2.71 METERS (8.9 FT) WEST FROM THE WEST CURB OF RIDGE AVENUE.
 KV5911'TO REACH THE AZIMUTH FROM THE INTERSECTION OF CITY LINE AVENUE
 KV5911'AND THE SCHUYLKILL EXPRESSWAY,
 KV5911'GO NORTHEAST FOR .40 KM (.25 MI) ON CITY LINE AVENUE TO RIDGE
 KV5911'AVENUE EXIT,
 KV5911'TURN RIGHT AND GO NORTH-NORTHEAST FOR .48 KM (.3 MI) ON EXIT RAMP
 KV5911'TO RIDGE AVENUE,
 KV5911'TURN RIGHT AND GO NORTHWEST FOR .56 KM (.35 MI) ON RIDGE AVENUE TO
 KV5911'THE MARK ON THE LEFT.
 KV5911'
 KV5911'THE SYKES COMPANY BUILDING TANK, THE ST. JOHNS CATHOLIC CHURCH SPIRE
 KV5911'AND THE BETHANIEN LUTHERAN CHURCH SPIRE ARE INTENDED FOR USE AS
 KV5911'SECONDARY AZIMUTH MARKS.
 KV5911'DESCRIBED BY R. B. GROSSER
 KV5911
 KV5911                          STATION RECOVERY (1984)
 KV5911
 KV5911'RECOVERY NOTE BY PA DEPT OF TRANSP 1984
 KV5911'RECOVERED IN GOOD CONDITION.
 KV5911
 KV5911                          STATION RECOVERY (1993)
 KV5911
 KV5911'RECOVERY NOTE BY ADR GEODETIC SERVICES 1993
 KV5911'RECOVERED IN GOOD CONDITION.
 KV5911
 KV5911                          STATION RECOVERY (2002)
 KV5911
 KV5911'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 KV5911'RECOVERED IN GOOD CONDITION.
 KV5911
 KV5911                          STATION RECOVERY (2004)
 KV5911
 KV5911'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (CSW)
 KV5911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6111 ***********************************************************************
 KV6111  DESIGNATION -  CITY LINE AZ MK
 KV6111  PID         -  KV6111
 KV6111  STATE/COUNTY-  PA/MONTGOMERY
 KV6111  USGS QUAD   -  GERMANTOWN (1997)
 KV6111
 KV6111                         *CURRENT SURVEY CONTROL
 KV6111  ___________________________________________________________________
 KV6111* NAD 83(1992)-  40 01 02.46703(N)    075 12 41.43645(W)     ADJUSTED  
 KV6111* NAVD 88     -        34.     (meters)     112.     (feet)  VERTCON   
 KV6111  ___________________________________________________________________
 KV6111  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 KV6111  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KV6111
 KV6111  HORZ ORDER  -  THIRD
 KV6111
 KV6111.The horizontal coordinates were established by classical geodetic methods
 KV6111.and adjusted by the National Geodetic Survey in June 2002..
 KV6111.No horizontal observational check was made to the station.
 KV6111
 KV6111.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6111
 KV6111.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6111
 KV6111.The geoid height was determined by GEOID03.
 KV6111
 KV6111;                    North         East     Units Scale Factor Converg.
 KV6111;SPC PA S     -    79,064.246   816,684.103   MT  0.99998793   +1 38 49.0
 KV6111;SPC PA S     -   259,396.61  2,679,404.43   sFT  0.99998793   +1 38 49.0
 KV6111;UTM  18      - 4,429,704.541   481,950.123   MT  0.99960401   -0 08 09.6
 KV6111
 KV6111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6111!SPC PA S     -   0.99999983  x   0.99998793  =   0.99998776
 KV6111!UTM  18      -   0.99999983  x   0.99960401  =   0.99960384
 KV6111
 KV6111                          SUPERSEDED SURVEY CONTROL
 KV6111
 KV6111  NAD 83(1996)-  40 01 02.46656(N)    075 12 41.43235(W) AD(       ) 3
 KV6111  NAD 83(1991)-  40 01 02.46406(N)    075 12 41.43473(W) AD(       ) 3
 KV6111  NAD 83(1986)-  40 01 02.45871(N)    075 12 41.44044(W) AD(       ) 3
 KV6111  NGVD 29 (02/23/90)   34.     (m)          112.     (f) VERT ANG       
 KV6111
 KV6111.Superseded values are not recommended for survey control.
 KV6111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6111.See file dsdata.txt to determine how the superseded data were derived.
 KV6111
 KV6111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8195029705(NAD 83)
 KV6111_MARKER: DZ = AZIMUTH MARK DISK
 KV6111_SETTING: 0 = UNSPECIFIED SETTING
 KV6111_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6111
 KV6111  HISTORY     - Date     Condition        Report By
 KV6111  HISTORY     - 1984     MONUMENTED       PADT
 KV6111
 KV6111                          STATION DESCRIPTION
 KV6111
 KV6111'DESCRIBED BY PA DEPT OF TRANSP 1984 (RBG)
 KV6111'THE STATION IS LOCATED ABOUT 0.3 KM (0.2 MI)
 KV6111'NORTHWEST OF THE OLD READING RAILROAD STATION, IN THE MANAYUNK
 KV6111'SECTION OF THE CITY OF PHILADELPHIA, ON THE WEST SIDE OF RIDGE
 KV6111'AVENUE, JUST NORTH OF THE READING RAILROAD OVERPASS.
 KV6111'OWNERSHIP--PADT
 KV6111'
 KV6111'TO REACH THE STATION FROM THE INTERSECTION OF CITY LINE AVENUE AND
 KV6111'THE SCHUYLKILL EXPRESSWAY, GO NORTHEAST FOR
 KV6111'0.40 KM (0.25 MI) ON CITY LINE AVENUE TO RIDGE AVENUE EXIT,
 KV6111'TURN RIGHT AND GO NORTH-NORTHEAST FOR 0.48 KM (0.3 MI) ON EXIT RAMP
 KV6111'TO RIDGE AVENUE,
 KV6111'TURN RIGHT AND GO NORTHWEST FOR 0.56 KM (0.35 MI) ON RIDGE AVENUE
 KV6111'TO THE STATION ON THE LEFT.
 KV6111'
 KV6111'THE STATION IS A STANDARD PADT DISK
 KV6111'STAMPED---CITY LINE 1984---,
 KV6111'SET INTO THE TOP OF AN OLD CONCRETE WALL ON THE WEST SIDE OF RIDGE
 KV6111'AVENUE, THE TOP OF THE WALL IS FLUSH WITH GRADE.  THE STATION IS
 KV6111'LOCATED 14.54 METERS (47.7 FT) SOUTH-SOUTHWEST FROM A STREET LIGHT,
 KV6111'12.80 METERS (42.0 FT) NORTH-NORTHEAST FROM THE NORTH END OF A 6
 KV6111'FOOT HIGH CONCRETE WALL,
 KV6111'9.45 METERS (31.0 FT) SOUTH FROM THE NORTHEAST END OF A BILLBOARD,
 KV6111'AND
 KV6111'2.71 METERS (8.9 FT) WEST FROM THE WEST CURB OF RIDGE AVENUE.
 KV6111'
 KV6111'DESCRIBED BY R. B. GROSSER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ8815 ***********************************************************************
 AJ8815  DESIGNATION -  CJG 84
 AJ8815  PID         -  AJ8815
 AJ8815  STATE/COUNTY-  PA/CENTRE
 AJ8815  USGS QUAD   -  PHILIPSBURG (1994)
 AJ8815
 AJ8815                         *CURRENT SURVEY CONTROL
 AJ8815  ___________________________________________________________________
 AJ8815* NAD 83(1986)-  40 54 00.     (N)    078 12 36.     (W)     SCALED    
 AJ8815* NAVD 88     -       438.768  (meters)    1439.52   (feet)  ADJUSTED  
 AJ8815  ___________________________________________________________________
 AJ8815  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 AJ8815  DYNAMIC HT  -         438.544 (meters)    1438.79  (feet)  COMP
 AJ8815  MODELED GRAV-     980,101.2   (mgal)                       NAVD 88
 AJ8815
 AJ8815  VERT ORDER  -  FIRST     CLASS II
 AJ8815
 AJ8815.The horizontal coordinates were scaled from a topographic map and have
 AJ8815.an estimated accuracy of +/- 6 seconds.
 AJ8815
 AJ8815.The orthometric height was determined by differential leveling
 AJ8815.and adjusted by the National Geodetic Survey in July 2002..
 AJ8815.No vertical observational check was made to the station.
 AJ8815
 AJ8815.The geoid height was determined by GEOID03.
 AJ8815
 AJ8815.The dynamic height is computed by dividing the NAVD 88
 AJ8815.geopotential number by the normal gravity value computed on the
 AJ8815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8815.degrees latitude (g = 980.6199 gals.).
 AJ8815
 AJ8815.The modeled gravity was interpolated from observed gravity values.
 AJ8815
 AJ8815;                    North         East    Units  Estimated Accuracy
 AJ8815;SPC PA N     -    81,540.      561,240.      MT  (+/- 180 meters Scaled)
 AJ8815
 AJ8815                          SUPERSEDED SURVEY CONTROL
 AJ8815
 AJ8815.No superseded survey control is available for this station.
 AJ8815
 AJ8815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF350314(NAD 83)
 AJ8815_MARKER: DD = SURVEY DISK
 AJ8815_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AJ8815_SP_SET: BRIDGE WINGWALL
 AJ8815_STAMPING: CJG 841999
 AJ8815_MARK LOGO: PADT  
 AJ8815_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8815+STABILITY: SURFACE MOTION
 AJ8815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8815+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2002
 AJ8815
 AJ8815  HISTORY     - Date     Condition        Report By
 AJ8815  HISTORY     - 19990101 MONUMENTED       PADT
 AJ8815  HISTORY     - 20020306 GOOD             NGS
 AJ8815
 AJ8815                          STATION DESCRIPTION
 AJ8815
 AJ8815'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 AJ8815'0.65 MI NORTHEASTERLY ALONG U.S. HIGHWAY 322 (PRESQUEISLE STREET) FROM
 AJ8815'THE PHILIPSBURG
 AJ8815'BOROUGH OFFICE BUILDING A 4 NORTH CENTRE STREET IN PHILIPSBURG, IN TOP
 AJ8815'OF THE THE
 AJ8815'NORTHEAST END OF THE SOUTHWEST WINGWALL OF THE NORTHWEST ABUTMENT OF A
 AJ8815'HIGHWAY
 AJ8815'BRIDGE SPANNING COLD STREAM,  54.0  FT NORTHEAST OF THE CENTER OF A
 AJ8815'ROAD LEADING TO THE
 AJ8815'COLD STREAM DAM, 31.0 FT SOUTHWEST OF THE CENTER OF THE HIGHWAY, 1.8
 AJ8815'FT SOUTHWEST OF
 AJ8815'THE SOUTHWEST BRIDGE RAILING,  AND ABOUT LEVEL WITH THE ROAD SURFACE.
 AJ8815'NOTE--THE MARK
 AJ8815'IS ON THE HIGHWAY RIGHT- OF- WAY.
 AJ8815' 
 AJ8815'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0638 ***********************************************************************
 KX0638  DESIGNATION -  CLAIRS
 KX0638  PID         -  KX0638
 KX0638  STATE/COUNTY-  PA/BEDFORD
 KX0638  USGS QUAD   -  ALUM BANK (1987)
 KX0638
 KX0638                         *CURRENT SURVEY CONTROL
 KX0638  ___________________________________________________________________
 KX0638* NAD 83(1992)-  40 08 54.99356(N)    078 30 36.44793(W)     ADJUSTED  
 KX0638* NAVD 88     -       446.798  (meters)    1465.87   (feet)  ADJUSTED  
 KX0638  ___________________________________________________________________
 KX0638  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 KX0638  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KX0638  DYNAMIC HT  -         446.553 (meters)    1465.07  (feet)  COMP
 KX0638  MODELED GRAV-     980,061.5   (mgal)                       NAVD 88
 KX0638
 KX0638  HORZ ORDER  -  SECOND
 KX0638  VERT ORDER  -  SECOND    CLASS 0
 KX0638
 KX0638.The horizontal coordinates were established by classical geodetic methods
 KX0638.and adjusted by the National Geodetic Survey in June 2002..
 KX0638
 KX0638.The orthometric height was determined by differential leveling
 KX0638.and adjusted by the National Geodetic Survey in June 1991..
 KX0638
 KX0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX0638
 KX0638.The geoid height was determined by GEOID03.
 KX0638
 KX0638.The dynamic height is computed by dividing the NAVD 88
 KX0638.geopotential number by the normal gravity value computed on the
 KX0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0638.degrees latitude (g = 980.6199 gals.).
 KX0638
 KX0638.The modeled gravity was interpolated from observed gravity values.
 KX0638
 KX0638;                    North         East     Units Scale Factor Converg.
 KX0638;SPC PA S     -    90,802.532   535,233.503   MT  0.99997332   -0 29 35.4
 KX0638;SPC PA S     -   297,907.97  1,756,011.92   sFT  0.99997332   -0 29 35.4
 KX0638;UTM  17      - 4,447,223.898   712,084.963   MT  1.00015375   +1 36 21.6
 KX0638
 KX0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX0638!SPC PA S     -   0.99993505  x   0.99997332  =   0.99990837
 KX0638!UTM  17      -   0.99993505  x   1.00015375  =   1.00008879
 KX0638
 KX0638:                Primary Azimuth Mark                     Grid Az
 KX0638:SPC PA S     -  CLAIRS AZ MK                             203 49 01.0
 KX0638:UTM  17      -  CLAIRS AZ MK                             201 43 04.0
 KX0638
 KX0638|---------------------------------------------------------------------|
 KX0638| PID    Reference Object                     Distance      Geod. Az  |
 KX0638|                                                           dddmmss.s |
 KX0638| KX0636 CLAIRS AZ MK                        APPROX. 0.6 KM 2031925.6 |
 KX0638| KX0637 CLAIRS RM 1                           6.516 METERS 28036     |
 KX0638| KX1861 CLAIRS 2                             19.359 METERS 29816     |
 KX0638| KX0639 CLAIRS RM 2                          11.268 METERS 35334     |
 KX0638|---------------------------------------------------------------------|
 KX0638
 KX0638                          SUPERSEDED SURVEY CONTROL
 KX0638
 KX0638  NAD 83(1995)-  40 08 55.00056(N)    078 30 36.45782(W) AD(       ) 2
 KX0638  NAD 83(1986)-  40 08 55.00215(N)    078 30 36.45921(W) AD(       ) 2
 KX0638  NAD 27      -  40 08 54.71773(N)    078 30 37.39865(W) AD(       ) 2
 KX0638  NGVD 29 (??/??/92)  446.960  (m)         1466.40   (f) ADJ UNCH    2 0
 KX0638
 KX0638.Superseded values are not recommended for survey control.
 KX0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0638.See file dsdata.txt to determine how the superseded data were derived.
 KX0638
 KX0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE1208547224(NAD 83)
 KX0638_MARKER: DE = TRAVERSE STATION DISK
 KX0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0638_STAMPING: CLAIRS 1967
 KX0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0638+STABILITY: SURFACE MOTION
 KX0638
 KX0638  HISTORY     - Date     Condition        Report By
 KX0638  HISTORY     - 1967     MONUMENTED       CGS
 KX0638  HISTORY     - 1967     GOOD             CGS
 KX0638  HISTORY     - 1977     GOOD             NGS
 KX0638
 KX0638                          STATION DESCRIPTION
 KX0638
 KX0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX0638'THE STATION IS LOCATED ABOUT 9 AIRLINE MILES NORTH OF BEDFORD, ABOUT
 KX0638'1/2 AIRLINE MILE SOUTH OF ST. CLAIRSVILLE AND ABOUT 150 YARDS
 KX0638'EAST OF U.S. HIGHWAY 220.  IT IS LOCATED ON THE NORTH END OF BLACK
 KX0638'OAK RIDGE AND THE PROPERTY IS OWNED BY MISS MARIAN BECKNER.
 KX0638'
 KX0638'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 220 AND
 KX0638'STATE HIGHWAY 869 IN THE EAST EDGE OF OSTERBURG, GO SOUTH ON
 KX0638'U.S. HIGHWAY 220 FOR 1.7 MILE TO A FIELD ROAD ON THE LEFT AT THE TOP
 KX0638'OF A HILL.  (THE AZIMUTH MARK IS LOCATED 0.05 MILE SOUTH OF
 KX0638'THIS POINT ON THE EAST SIDE OF U.S. HIGHWAY 220).  TURN LEFT AND GO
 KX0638'NORTHEAST AND NORTH ON A DIM FIELD ROAD FOR 0.3 MILE TO A FENCE LINE
 KX0638'AND THE STATION IN THE SOUTHEAST EDGE OF A WOODED AREA.
 KX0638'
 KX0638'THE STATION MARK IS 22 FEET NORTHEAST OF A FENCE CORNER, 7.8 FEET
 KX0638'EAST OF A WITNESS POST AND 9 FEET SOUTHEAST OF A CHERRY TREE
 KX0638'WITH A TRIANGLE BLAZE.
 KX0638'
 KX0638'THE MARK IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A 10-INCH
 KX0638'ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE AND
 KX0638'IT IS STAMPED CLAIRS 1967.
 KX0638'
 KX0638'REFERENCE MARK NO. 1 IS 13.9 FEET WEST OF THE WITNESS POST, 17 FEET
 KX0638'SOUTHWEST OF THE CHERRY TREE WITH THE TRIANGLE BLAZE
 KX0638'AND 1 FOOT SOUTHEAST OF A FENCE CORNER.  THE MARK IS A STANDARD DISK
 KX0638'SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS
 KX0638'FLUSH WITH THE SURFACE AND IT IS STAMPED CLAIRS NO 1 1967.
 KX0638'
 KX0638'REFERENCE MARK NO. 2 IS 36.2 FEET NORTHWEST OF THE WITNESS POST, 29
 KX0638'FEET NORTHWEST OF THE CHERRY TREE WITH THE TRIANGLE BLAZE
 KX0638'AND 3 FEET EAST OF A FENCE LINE.  THE MARK IS A STANDARD DISK SET IN
 KX0638'THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH
 KX0638'WITH THE SURFACE AND IT IS STAMPED CLAIRS NO 2 1967.
 KX0638'
 KX0638'THE AZIMUTH MARK IS 38 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY
 KX0638'220, 3 FEET EAST OF A TELEPHONE POLE NUMBER 650 AND 1.6 FEET
 KX0638'NORTH OF A WITNESS POST.  THE MARK IS A STANDARD DISK SET IN THE TOP
 KX0638'OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KX0638'SURFACE AND IT IS STAMPED CLAIRS 1967.
 KX0638
 KX0638                          STATION RECOVERY (1967)
 KX0638
 KX0638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KX0638'9.2 MI N FROM BEDFORD.
 KX0638'ABOUT 9.2 MILES NORTH ALONG U.S. HIGHWAY 220 FROM THE JUNCTION
 KX0638'OF U.S. HIGHWAYS 220 AND 30 (PITT STREET), TO A FARM LANE ON
 KX0638'RIGHT JUST BEFORE GOING DOWN A STEEP HILL, THENCE, TURN RIGHT
 KX0638'(NORTHEAST) THROUGH A FIELD 0.2 MILE, 21.35 FEET EAST OF RM 1,
 KX0638'36.97 FEET SOUTH OF RM 2, 22 FEET EAST OF A FENCE CORNER, 7.8
 KX0638'FEET EAST OF A METAL WITNESS SIGN, 9 FEET SOUTHEAST OF A CHERRY
 KX0638'TREE WITH A TRIANGLE BLAZE, SET IN THE TOP OF A CONCRETE POST
 KX0638'FLUSH AND IS ABOUT 100 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 KX0638
 KX0638                          STATION RECOVERY (1977)
 KX0638
 KX0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KX0638'NO OTHER OBJECTS V.G. AT THIS DATE.
 KX0638'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 KX0638'CONDITION AS PREVIOUSLY DESCRIBED.  THE STATION WAS IN DANGER OF
 KX0638'DESTRUCTION.  STATION CLAIRS 2 WAS ESTABLISHED AT THIS DATE.
 KX0638'
 KX0638'A LONGER DISTANCE OF 0.03 FOOT OR 0.008 METER WAS NOTED TO
 KX0638'REFERENCE MARK 1.  A DIFFERENCE OF 2 MINUTES AND 27 SECONDS
 KX0638'IN DIRECTION WAS NOTED TO REFERENCE MARK 2.  ALL OTHER DISTANCES
 KX0638'AND DIRECTIONS CHECKED THE PREVIOUS DESCRIPTION.
 KX0638'
 KX0638'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES NORTH OF
 KX0638'BEDFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1861 ***********************************************************************
 KX1861  DESIGNATION -  CLAIRS 2
 KX1861  PID         -  KX1861
 KX1861  STATE/COUNTY-  PA/BEDFORD
 KX1861  USGS QUAD   -  ALUM BANK (1987)
 KX1861
 KX1861                         *CURRENT SURVEY CONTROL
 KX1861  ___________________________________________________________________
 KX1861* NAD 83(1992)-  40 08 55.29088(N)    078 30 37.16826(W)     ADJUSTED  
 KX1861* NAVD 88     -       443.52   (+/-2cm)    1455.1    (feet)  VERTCON   
 KX1861  ___________________________________________________________________
 KX1861  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 KX1861  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KX1861
 KX1861  HORZ ORDER  -  THIRD
 KX1861  VERT ORDER  -  THIRD (See Below)
 KX1861
 KX1861.The horizontal coordinates were established by classical geodetic methods
 KX1861.and adjusted by the National Geodetic Survey in June 2002..
 KX1861.No horizontal observational check was made to the station.
 KX1861
 KX1861.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX1861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX1861.The vertical order pertains to the NGVD 29 superseded value.
 KX1861
 KX1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1861
 KX1861.The geoid height was determined by GEOID03.
 KX1861
 KX1861;                    North         East     Units Scale Factor Converg.
 KX1861;SPC PA S     -    90,811.849   535,216.534   MT  0.99997331   -0 29 35.9
 KX1861;SPC PA S     -   297,938.54  1,755,956.25   sFT  0.99997331   -0 29 35.9
 KX1861;UTM  17      - 4,447,232.589   712,067.661   MT  1.00015366   +1 36 21.1
 KX1861
 KX1861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX1861!SPC PA S     -   0.99993556  x   0.99997331  =   0.99990888
 KX1861!UTM  17      -   0.99993556  x   1.00015366  =   1.00008921
 KX1861
 KX1861|---------------------------------------------------------------------|
 KX1861| PID    Reference Object                     Distance      Geod. Az  |
 KX1861|                                                           dddmmss.s |
 KX1861| CK6817 CLAIRS 2 SPIKE C                                   00016     |
 KX1861| KX1862 CLAIRS 2 RM 3                         5.868 METERS 06322     |
 KX1861| KX0638 CLAIRS                               19.359 METERS 11816     |
 KX1861| KX1863 CLAIRS 2 RM 4                         4.530 METERS 13304     |
 KX1861| CK6815 CLAIRS 2 SPIKE A                                   15240     |
 KX1861| KX0636 CLAIRS AZ MK                        APPROX. 0.7 KM 2013731.5 |
 KX1861| CK6816 CLAIRS 2 SPIKE B                                   28106     |
 KX1861|---------------------------------------------------------------------|
 KX1861
 KX1861                          SUPERSEDED SURVEY CONTROL
 KX1861
 KX1861  NAD 83(1995)-  40 08 55.29787(N)    078 30 37.17814(W) AD(       ) 3
 KX1861  NAD 83(1986)-  40 08 55.29952(N)    078 30 37.17970(W) AD(       ) 3
 KX1861  NAD 27      -  40 08 55.01504(N)    078 30 38.11896(W) AD(       ) 3
 KX1861  NGVD 29 (02/24/03)  443.67   (m)         1455.6    (f) RESET       3  
 KX1861
 KX1861.Superseded values are not recommended for survey control.
 KX1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1861.See file dsdata.txt to determine how the superseded data were derived.
 KX1861
 KX1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE1206847233(NAD 83)
 KX1861_MARKER: DS = TRIANGULATION STATION DISK
 KX1861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1861_STAMPING: CLAIRS 2 1977
 KX1861_PROJECTION: FLUSH
 KX1861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1861+STABILITY: SURFACE MOTION
 KX1861
 KX1861  HISTORY     - Date     Condition        Report By
 KX1861  HISTORY     - 1977     MONUMENTED       NGS
 KX1861  HISTORY     - 1977     GOOD             NGS
 KX1861
 KX1861                          STATION DESCRIPTION
 KX1861
 KX1861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 KX1861'9.9 MI NORTH FROM BEDFORD.
 KX1861'FROM THE POST OFFICE IN BEDFORD,  GO EAST ON WEST PENN STREET FOR
 KX1861'0.1 MILE TO BUSINESS U.S  HIGHWAY 220,  TURN LEFT AND GO NORTH ON
 KX1861'U.S HIGHWAY 220 FOR 9.5 MILES TO A HILL ON THE RIGHT,  BEAR RIGHT UP
 KX1861'THE HILL FOR 0.3 MILE TO THE EDGE OF A WOODED AREA AND THE MARK,
 KX1861'24 FEET NORTHWEST OF THE EDE OF A CUTBANK OVERLOOKING U.S
 KX1861'HIGHWAY 220 (NOW UNDER CONSTRUCTION),  20 FEET NORTHWEST OF THE MOST
 KX1861'SOUTHEAST TREE TRUNK WILD CHERRY TREE WITH A TRIANGULAR BLAZE ON
 KX1861'THE NORTHWEST EDGE.
 KX1861'THE MARK IS 3.1 FT  SW FROM A WITNESS POST.
 KX1861
 KX1861                          STATION RECOVERY (1977)
 KX1861
 KX1861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KX1861'THE STATION IS LOCATED ON A LOW HILL OVERLOOKING U.S. HIGHWAY 220
 KX1861'(PRESENTLY UNDER CONSTRUCTION) ABOUT 9 MILES NORTH OF BEDFORD,
 KX1861'1/2 MILE SOUTH OF SAINT CLAIRSVILLE AND ON HIGHWAY RIGHT-OF-WAY.
 KX1861'
 KX1861'TO REACH FROM THE POST OFFICE IN BEDFORD, GO EAST ON WEST PENN
 KX1861'STREET FOR 0.1 MILE TO BUSINESS ROUTE U.S. HIGHWAY 220.  TURN LEFT
 KX1861'AND GO NORTH ON BUSINESS ROUTE U.S. HIGHWAY 220 FOR 9.45 MILES
 KX1861'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH FOR 0.05 MILE
 KX1861'TO THE BASE OF A HILL ON THE RIGHT.  BEAR RIGHT AND GO NORTHERLY
 KX1861'UP THE HILL FOR 0.3 MILE TO THE STATION, ABOUT 150 FEET BEFORE
 KX1861'REACHING THE HIGHEST POINT OF THE HILL.
 KX1861'
 KX1861'THE STATION MARK IS A STANDARD DISK STAMPED CLAIRS 2 1977, SET IN
 KX1861'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH
 KX1861'THE SURFACE OF THE GROUND.  IT IS 24 FEET NORTHWEST OF THE EDGE OF
 KX1861'THE CUT BANK OVERLOOKING U.S. HIGHWAY 220, 20 FEET NORTHWEST OF
 KX1861'THE MOST SOUTHEAST TREE IN THE WOODED AREA, 11.2 FEET NORTHWEST
 KX1861'OF A DOUBLE TRUNK 18-INCH WILD CHERRY TREE WITH A TRIANGULAR
 KX1861'BLAZE AND 3.1 FEET SOUTHWEST OF A WITNESS POST.
 KX1861'
 KX1861'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CLAIRS 2 NO 3 1977,
 KX1861'SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT IS FLUSH
 KX1861'WITH THE SURFACE AND HAS SEVERAL CHUNKS OF LIME STONE SURROUNDING
 KX1861'THE TOP.  IT IS 24 FEET NORTH OF THE MOST SOUTHEAST TREE IN THE
 KX1861'WOODED AREA, 22.5 FEET NORTHEAST OF THE TREE WITH THE TRIANGULAR
 KX1861'BLAZE, 16.7 FEET EAST OF THE WITNESS POST AND 12 FEET NORTHWEST
 KX1861'OF THE EDGE OF THE CUT BANK.
 KX1861'
 KX1861'REFERENCE MARK 4 IS A STANDARD DISK STAMPED CLAIRS 2 NO 4 1977,
 KX1861'SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 KX1861'ABOUT 1 INCH AND IS SET IN THE LIME STONE SIMILAR TO THE OTHER
 KX1861'REFERENCE MARK.  IT IS 15.8 FEET SOUTHEAST OF THE WITNESS POST,
 KX1861'9 FEET NORTHWEST OF THE EDGE OF THE CUT BANK, 6.5 FEET EAST OF
 KX1861'THE TREE WITH THE TRIANGULAR BLAZE AND 5.5 FEET NORTHWEST OF THE
 KX1861'MOST SOUTHEAST TREE IN THE WOODED AREA.
 KX1861'
 KX1861'SPIKE A IS A RAILROAD SPIKE DRIVEN IN THE CENTER OF THE BASE OF
 KX1861'THE DOUBLE TRUNKED WILD CHERRY TREE WITH THE TRIANGULAR BLAZE AND
 KX1861'IT IS ABOUT 1 FOOT ABOVE THE GROUND.
 KX1861'
 KX1861'SPIKE B IS A SMALL RAILROAD SPIKE DRIVEN IN THE SOUTH SIDE OF A
 KX1861'12-INCH TREE AND IT IS ABOUT 5 FEET ABOVE THE GROUND.
 KX1861'
 KX1861'SPIKE C IS A SMALL RAIL ROAD SPIKE DRIVEN IN THE NORTHWEST SIDE
 KX1861'OF A 10-INCH TREE AND IT IS ABOUT 2 FEET ABOVE THE GROUND.
 KX1861'
 KX1861'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CLAIRS 1967, SET IN
 KX1861'THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH
 KX1861'THE SURFACE.  IT IS 38 FEET EAST OF THE CENTER OF OLD U.S. HIGHWAY
 KX1861'220, 3 FEET EAST OF A TELEPHONE POLE NUMBERED 650 AND 1.6 FEET
 KX1861'NORTH OF A WITNESS POST.
 KX1861'
 KX1861'NEAREST TOWN--BEDFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1862 ***********************************************************************
 KX1862  DESIGNATION -  CLAIRS 2 RM 3
 KX1862  PID         -  KX1862
 KX1862  STATE/COUNTY-  PA/BEDFORD
 KX1862  USGS QUAD   -  ALUM BANK (1987)
 KX1862
 KX1862                         *CURRENT SURVEY CONTROL
 KX1862  ___________________________________________________________________
 KX1862* NAD 83(1986)-  40 08 54.     (N)    078 30 36.     (W)     SCALED    
 KX1862* NAVD 88     -       444.50   (+/-2cm)    1458.3    (feet)  VERTCON   
 KX1862  ___________________________________________________________________
 KX1862  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KX1862
 KX1862  VERT ORDER  -  THIRD (See Below)
 KX1862
 KX1862.The horizontal coordinates were scaled from a topographic map and have
 KX1862.an estimated accuracy of +/- 6 seconds.
 KX1862
 KX1862.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX1862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX1862.The vertical order pertains to the NGVD 29 superseded value.
 KX1862
 KX1862.The geoid height was determined by GEOID03.
 KX1862
 KX1862;                    North         East    Units  Estimated Accuracy
 KX1862;SPC PA S     -    90,770.      535,240.      MT  (+/- 180 meters Scaled)
 KX1862
 KX1862                          SUPERSEDED SURVEY CONTROL
 KX1862
 KX1862  NGVD 29 (02/24/03)  444.66   (m)         1458.9    (f) RESET       3  
 KX1862
 KX1862.Superseded values are not recommended for survey control.
 KX1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1862.See file dsdata.txt to determine how the superseded data were derived.
 KX1862
 KX1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE120471(NAD 83)
 KX1862_MARKER: DR = REFERENCE MARK DISK
 KX1862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1862_STAMPING: CLAIRS 2 NO 3 1977
 KX1862_PROJECTION: FLUSH
 KX1862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1862+STABILITY: SURFACE MOTION
 KX1862
 KX1862  HISTORY     - Date     Condition        Report By
 KX1862  HISTORY     - 1977     MONUMENTED       NGS
 KX1862
 KX1862                          STATION DESCRIPTION
 KX1862
 KX1862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 KX1862'9.9 MI NORTH FROM BEDFORD.
 KX1862'FROM THE POST OFFICE IN BEDFORD, GO EAST ON WEST PENN STREET FOR
 KX1862'0.1 MILE TO BUSINESS ROUTE 220. TURN LEFT AND GO NORTH ON U.S.
 KX1862'HIGHWAY 220 FOR 9.5 MILES TO A HILL ON THE RIGHT.  BEAR RIGHT AND
 KX1862'GO UP THE HILL FOR 0.2 MILE TO THE EDGE OF A TIMBERED AREA AND THE
 KX1862'MARK,   24 FEET NORTH OF THE MOST SOUTHEAST TREE IN THE TIMBERED
 KX1862'AREA,  22.5 FEET NORTHEAST OF A 18-INCH DOUBLE TRUNK WILD CHERRY TREE
 KX1862'TRIANGULAR BLAZE ON THE NORTHWEST SIDE AND 12 FEET NORTHWEST OF A
 KX1862'CUTBANK OVERLOOKING U.S.  HIGHWAY 220 (NOW UNDER CONSTURCTION).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1863 ***********************************************************************
 KX1863  DESIGNATION -  CLAIRS 2 RM 4
 KX1863  PID         -  KX1863
 KX1863  STATE/COUNTY-  PA/BEDFORD
 KX1863  USGS QUAD   -  ALUM BANK (1987)
 KX1863
 KX1863                         *CURRENT SURVEY CONTROL
 KX1863  ___________________________________________________________________
 KX1863* NAD 83(1986)-  40 08 54.     (N)    078 30 36.     (W)     SCALED    
 KX1863* NAVD 88     -       444.29   (+/-2cm)    1457.6    (feet)  VERTCON   
 KX1863  ___________________________________________________________________
 KX1863  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KX1863
 KX1863  VERT ORDER  -  THIRD (See Below)
 KX1863
 KX1863.The horizontal coordinates were scaled from a topographic map and have
 KX1863.an estimated accuracy of +/- 6 seconds.
 KX1863
 KX1863.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX1863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX1863.The vertical order pertains to the NGVD 29 superseded value.
 KX1863
 KX1863.The geoid height was determined by GEOID03.
 KX1863
 KX1863;                    North         East    Units  Estimated Accuracy
 KX1863;SPC PA S     -    90,770.      535,240.      MT  (+/- 180 meters Scaled)
 KX1863
 KX1863                          SUPERSEDED SURVEY CONTROL
 KX1863
 KX1863  NGVD 29 (02/24/03)  444.44   (m)         1458.1    (f) RESET       3  
 KX1863
 KX1863.Superseded values are not recommended for survey control.
 KX1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1863.See file dsdata.txt to determine how the superseded data were derived.
 KX1863
 KX1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE120471(NAD 83)
 KX1863_MARKER: DR = REFERENCE MARK DISK
 KX1863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1863_STAMPING: CLAIRS 2 NO 4 1977
 KX1863_PROJECTION: FLUSH
 KX1863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1863+STABILITY: SURFACE MOTION
 KX1863
 KX1863  HISTORY     - Date     Condition        Report By
 KX1863  HISTORY     - 1977     MONUMENTED       NGS
 KX1863
 KX1863                          STATION DESCRIPTION
 KX1863
 KX1863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 KX1863'9.9 MI NORTH FROM BEDFORD.
 KX1863'FROM THE POST OFFICE IN BEDFORD, GO EAST ON WEST PENN STREET FOR
 KX1863'0.1 MILE TO U.S. HIGHWAY 220 BUSINESS ROUTE TURN LEFT AND GO NORTH
 KX1863'ON U.S. HIGHWAY 220 FOR 9.5 MILES TO A HILL ON THE RIGHT,  BEAR
 KX1863'RIGHT UP THE HILL FOR 0.3 MILE TO THE EDGE OF A WOODED AREA AND
 KX1863'THE MARK,  9 FEET NORTHWEST OF THE EDGE OF A CUTBANK OVERLOOKING
 KX1863'U.S. HIGHWAY 220 WHICH IS NOW UNDER ONSTRUCTION, 6 FEET EAST OF A
 KX1863'DOUBLE TRUNK WILD CHERRY TREE WITH A TRIANGULAR BLAZE ON THE NORTHWEST
 KX1863'SIDE AND 5.5 FEET NORTHWEST OF THE MOST SOUTHEAST IN THE WOODED AREA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0636 ***********************************************************************
 KX0636  DESIGNATION -  CLAIRS AZ MK
 KX0636  PID         -  KX0636
 KX0636  STATE/COUNTY-  PA/BEDFORD
 KX0636  USGS QUAD   -  ALUM BANK (1987)
 KX0636
 KX0636                         *CURRENT SURVEY CONTROL
 KX0636  ___________________________________________________________________
 KX0636* NAD 83(1992)-  40 08 35.67554(N)    078 30 47.30095(W)     ADJUSTED  
 KX0636* NAVD 88     -       430.654  (meters)    1412.90   (feet)  ADJUSTED  
 KX0636  ___________________________________________________________________
 KX0636  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 KX0636  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KX0636  DYNAMIC HT  -         430.417 (meters)    1412.13  (feet)  COMP
 KX0636  MODELED GRAV-     980,060.7   (mgal)                       NAVD 88
 KX0636
 KX0636  HORZ ORDER  -  THIRD
 KX0636  VERT ORDER  -  SECOND    CLASS 0
 KX0636
 KX0636.The horizontal coordinates were established by classical geodetic methods
 KX0636.and adjusted by the National Geodetic Survey in June 2002..
 KX0636
 KX0636.The orthometric height was determined by differential leveling
 KX0636.and adjusted by the National Geodetic Survey in June 1991..
 KX0636
 KX0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX0636
 KX0636.The geoid height was determined by GEOID03.
 KX0636
 KX0636.The dynamic height is computed by dividing the NAVD 88
 KX0636.geopotential number by the normal gravity value computed on the
 KX0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0636.degrees latitude (g = 980.6199 gals.).
 KX0636
 KX0636.The modeled gravity was interpolated from observed gravity values.
 KX0636
 KX0636;                    North         East     Units Scale Factor Converg.
 KX0636;SPC PA S     -    90,208.946   534,971.491   MT  0.99997382   -0 29 42.4
 KX0636;SPC PA S     -   295,960.52  1,755,152.30   sFT  0.99997382   -0 29 42.4
 KX0636;UTM  17      - 4,446,621.005   711,844.825   MT  1.00015249   +1 36 14.0
 KX0636
 KX0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX0636!SPC PA S     -   0.99993758  x   0.99997382  =   0.99991140
 KX0636!UTM  17      -   0.99993758  x   1.00015249  =   1.00009006
 KX0636
 KX0636:                Primary Azimuth Mark                     Grid Az
 KX0636:SPC PA S     -  CLAIRS                                   023 49 01.0
 KX0636:UTM  17      -  CLAIRS                                   021 43 04.6
 KX0636
 KX0636|---------------------------------------------------------------------|
 KX0636| PID    Reference Object                     Distance      Geod. Az  |
 KX0636|                                                           dddmmss.s |
 KX0636| KX0638 CLAIRS                              APPROX. 0.6 KM 0231918.6 |
 KX0636|---------------------------------------------------------------------|
 KX0636
 KX0636                          SUPERSEDED SURVEY CONTROL
 KX0636
 KX0636  NAD 83(1995)-  40 08 35.68255(N)    078 30 47.31085(W) AD(       ) 3
 KX0636  NAD 83(1986)-  40 08 35.68417(N)    078 30 47.31235(W) AD(       ) 3
 KX0636  NAD 27      -  40 08 35.39938(N)    078 30 48.25109(W) AD(       ) 3
 KX0636  NGVD 29 (??/??/92)  430.815  (m)         1413.43   (f) ADJ UNCH    2 0
 KX0636
 KX0636.Superseded values are not recommended for survey control.
 KX0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0636.See file dsdata.txt to determine how the superseded data were derived.
 KX0636
 KX0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE1184546621(NAD 83)
 KX0636_MARKER: DZ = AZIMUTH MARK DISK
 KX0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0636_STAMPING: CLAIRS 1967
 KX0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0636+STABILITY: SURFACE MOTION
 KX0636
 KX0636  HISTORY     - Date     Condition        Report By
 KX0636  HISTORY     - 1967     MONUMENTED       CGS
 KX0636  HISTORY     - 1977     GOOD             NGS
 KX0636
 KX0636                          STATION DESCRIPTION
 KX0636
 KX0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0636'9.1 MI N FROM BEDFORD.
 KX0636'ABOUT 9.1 MILES NORTH ALONG U.S. HIGHWAY 220 FROM THE JUNCTION
 KX0636'OF U.S. HIGHWAYS 220 AND 30 (PITT STREET), 38 FEET EAST OF THE
 KX0636'CENTERLINE OF HIGHWAY, 3 FEET EAST OF TELEPHONE POLE NO. 650,
 KX0636'1.6 FEET NORTH OF A METAL WITNESS SIGN, SET IN THE TOP OF A
 KX0636'CONCRETE POST FLUSH AND IS ABOUT 5 FEET ABOVE THE LEVEL OF THE
 KX0636'HIGHWAY.
 KX0636
 KX0636                          STATION RECOVERY (1977)
 KX0636
 KX0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KX0636'THE STATION IS LOCATED ON A LOW HILL OVERLOOKING U.S. HIGHWAY 220
 KX0636'(PRESENTLY UNDER CONSTRUCTION) ABOUT 9 MILES NORTH OF BEDFORD, 1/2
 KX0636'MILE SOUTH OF SAINT CLAIRSVILLE AND ON HIGHWAY RIGHT-OF-WAY.
 KX0636'
 KX0636'TO REACH FROM THE POST OFFICE IN BEDFORD, GO EAST ON WEST PENN
 KX0636'STREET FOR 0.1 MILE TO BUSINESS ROUTE U.S. HIGHWAY 220.  TURN LEFT
 KX0636'AND GO NORTH ON BUSINESS ROUTE U.S. HIGHWAY 220 FOR 9.45 MILES
 KX0636'TO THE AZIMUTH MARK ON THE RIGHT.
 KX0636'
 KX0636'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CLAIRS 1967, SET IN THE
 KX0636'TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KX0636'SURFACE.  IT IS 38 FEET EAST OF THE CENTER OF OLD U.S. HIGHWAY 220,
 KX0636'3 FEET EAST OF A TELEPHONE POLE NUMBERED 650 AND 1.6 FEET NORTH
 KX0636'OF A WITNESS POST.
 KX0636'
 KX0636'NEAREST TOWN--BEDFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0637 ***********************************************************************
 KX0637  DESIGNATION -  CLAIRS RM 1
 KX0637  PID         -  KX0637
 KX0637  STATE/COUNTY-  PA/BEDFORD
 KX0637  USGS QUAD   -  ALUM BANK (1987)
 KX0637
 KX0637                         *CURRENT SURVEY CONTROL
 KX0637  ___________________________________________________________________
 KX0637* NAD 83(1986)-  40 08 54.     (N)    078 30 36.     (W)     SCALED    
 KX0637* NAVD 88     -       445.971  (meters)    1463.16   (feet)  ADJUSTED  
 KX0637  ___________________________________________________________________
 KX0637  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KX0637  DYNAMIC HT  -         445.725 (meters)    1462.35  (feet)  COMP
 KX0637  MODELED GRAV-     980,061.5   (mgal)                       NAVD 88
 KX0637
 KX0637  VERT ORDER  -  SECOND    CLASS 0
 KX0637
 KX0637.The horizontal coordinates were scaled from a topographic map and have
 KX0637.an estimated accuracy of +/- 6 seconds.
 KX0637
 KX0637.The orthometric height was determined by differential leveling
 KX0637.and adjusted by the National Geodetic Survey in June 1991..
 KX0637
 KX0637.The geoid height was determined by GEOID03.
 KX0637
 KX0637.The dynamic height is computed by dividing the NAVD 88
 KX0637.geopotential number by the normal gravity value computed on the
 KX0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0637.degrees latitude (g = 980.6199 gals.).
 KX0637
 KX0637.The modeled gravity was interpolated from observed gravity values.
 KX0637
 KX0637;                    North         East    Units  Estimated Accuracy
 KX0637;SPC PA S     -    90,770.      535,240.      MT  (+/- 180 meters Scaled)
 KX0637
 KX0637                          SUPERSEDED SURVEY CONTROL
 KX0637
 KX0637  NGVD 29 (??/??/92)  446.133  (m)         1463.69   (f) ADJ UNCH    2 0
 KX0637
 KX0637.Superseded values are not recommended for survey control.
 KX0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0637.See file dsdata.txt to determine how the superseded data were derived.
 KX0637
 KX0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE120471(NAD 83)
 KX0637_MARKER: DR = REFERENCE MARK DISK
 KX0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0637_STAMPING: CLAIRS NO 1 1967
 KX0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0637+STABILITY: SURFACE MOTION
 KX0637
 KX0637  HISTORY     - Date     Condition        Report By
 KX0637  HISTORY     - 1967     MONUMENTED       CGS
 KX0637
 KX0637                          STATION DESCRIPTION
 KX0637
 KX0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0637'9.2 MI N FROM BEDFORD.
 KX0637'AT THE CLAIRS STATION SITE-- 21.35 FEET WEST OF THE STATION,
 KX0637'13.9 FEET WEST OF A METAL WITNESS SIGN, 17 FEET SOUTHWEST OF A
 KX0637'CHERRY TREE WITH A TRIANGLE BLAZE, 1 FOOT SOUTHEAST OF A FENCE,
 KX0637'SET IN THE TOP OF A CONCRETE POST, FLUSH, AND IS ABOUT 2 FEET
 KX0637'BELOW THE LEVEL OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0639 ***********************************************************************
 KX0639  DESIGNATION -  CLAIRS RM 2
 KX0639  PID         -  KX0639
 KX0639  STATE/COUNTY-  PA/BEDFORD
 KX0639  USGS QUAD   -  ALUM BANK (1987)
 KX0639
 KX0639                         *CURRENT SURVEY CONTROL
 KX0639  ___________________________________________________________________
 KX0639* NAD 83(1986)-  40 08 54.     (N)    078 30 36.     (W)     SCALED    
 KX0639* NAVD 88     -       446.965  (meters)    1466.42   (feet)  ADJUSTED  
 KX0639  ___________________________________________________________________
 KX0639  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KX0639  DYNAMIC HT  -         446.719 (meters)    1465.61  (feet)  COMP
 KX0639  MODELED GRAV-     980,061.5   (mgal)                       NAVD 88
 KX0639
 KX0639  VERT ORDER  -  SECOND    CLASS 0
 KX0639
 KX0639.The horizontal coordinates were scaled from a topographic map and have
 KX0639.an estimated accuracy of +/- 6 seconds.
 KX0639
 KX0639.The orthometric height was determined by differential leveling
 KX0639.and adjusted by the National Geodetic Survey in June 1991..
 KX0639
 KX0639.The geoid height was determined by GEOID03.
 KX0639
 KX0639.The dynamic height is computed by dividing the NAVD 88
 KX0639.geopotential number by the normal gravity value computed on the
 KX0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0639.degrees latitude (g = 980.6199 gals.).
 KX0639
 KX0639.The modeled gravity was interpolated from observed gravity values.
 KX0639
 KX0639;                    North         East    Units  Estimated Accuracy
 KX0639;SPC PA S     -    90,770.      535,240.      MT  (+/- 180 meters Scaled)
 KX0639
 KX0639                          SUPERSEDED SURVEY CONTROL
 KX0639
 KX0639  NGVD 29 (??/??/92)  447.127  (m)         1466.95   (f) ADJ UNCH    2 0
 KX0639
 KX0639.Superseded values are not recommended for survey control.
 KX0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0639.See file dsdata.txt to determine how the superseded data were derived.
 KX0639
 KX0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE120471(NAD 83)
 KX0639_MARKER: DR = REFERENCE MARK DISK
 KX0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0639_STAMPING: CLAIRS NO 2 1967
 KX0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0639+STABILITY: SURFACE MOTION
 KX0639
 KX0639  HISTORY     - Date     Condition        Report By
 KX0639  HISTORY     - 1967     MONUMENTED       CGS
 KX0639
 KX0639                          STATION DESCRIPTION
 KX0639
 KX0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0639'9.2 MI N FROM BEDFORD.
 KX0639'AT THE CLAIRS STATION SITE-- 36.97 FEET NORTH OF THE STATION,
 KX0639'36.2 FEET NORTHWEST OF A METAL WITNESS SIGN, 29 FEET NORTHWEST
 KX0639'OF A CHERRY TREE WITH A TRIANGLE BLAZE, 3 FEET EAST OF A FENCE,
 KX0639'SET IN THE TOP OF A CONCRETE POST FLUSH AND IS ABOUT 1 FOOT ABOVE
 KX0639'THE LEVEL OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1845 ***********************************************************************
 MA1845  DESIGNATION -  CLARENDON
 MA1845  PID         -  MA1845
 MA1845  STATE/COUNTY-  PA/WARREN
 MA1845  USGS QUAD   -  WARREN (1981)
 MA1845
 MA1845                         *CURRENT SURVEY CONTROL
 MA1845  ___________________________________________________________________
 MA1845* NAD 83(1992)-  41 47 04.35004(N)    079 09 37.17125(W)     ADJUSTED  
 MA1845* NAVD 88     -       596.3    (meters)    1956.     (feet)  VERTCON   
 MA1845  ___________________________________________________________________
 MA1845  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 MA1845  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 MA1845
 MA1845  HORZ ORDER  -  FIRST
 MA1845
 MA1845.The horizontal coordinates were established by classical geodetic methods
 MA1845.and adjusted by the National Geodetic Survey in June 2002..
 MA1845
 MA1845.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA1845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA1845
 MA1845.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1845
 MA1845.The geoid height was determined by GEOID03.
 MA1845
 MA1845;                    North         East     Units Scale Factor Converg.
 MA1845;SPC PA N     -   180,628.564   482,767.974   MT  0.99997733   -0 55 58.8
 MA1845;SPC PA N     -   592,612.21  1,583,881.26   sFT  0.99997733   -0 55 58.8
 MA1845;UTM  17      - 4,627,490.232   652,873.347   MT  0.99988759   +1 13 33.9
 MA1845
 MA1845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1845!SPC PA N     -   0.99991161  x   0.99997733  =   0.99988894
 MA1845!UTM  17      -   0.99991161  x   0.99988759  =   0.99979921
 MA1845
 MA1845|---------------------------------------------------------------------|
 MA1845| PID    Reference Object                     Distance      Geod. Az  |
 MA1845|                                                           dddmmss.s |
 MA1845| CX3432 CLARENDON RM 1                       27.085 METERS 14652     |
 MA1845| CX3433 CLARENDON RM 2                       37.204 METERS 17755     |
 MA1845| CX3431 CLARENDON AZ MK                                    1895227.1 |
 MA1845| MA1844 WARREN RAD STA WNAE MAST            APPROX. 3.3 KM 3494753.9 |
 MA1845|---------------------------------------------------------------------|
 MA1845
 MA1845                          SUPERSEDED SURVEY CONTROL
 MA1845
 MA1845  NAD 83(1996)-  41 47 04.35069(N)    079 09 37.17123(W) AD(       ) 1
 MA1845  NAD 83(1986)-  41 47 04.35212(N)    079 09 37.16992(W) AD(       ) 1
 MA1845  NAD 27      -  41 47 04.13728(N)    079 09 38.01325(W) AD(       ) 1
 MA1845  NGVD 29 (07/19/86)  596.4    (m)         1957.     (f) VERT ANG       
 MA1845
 MA1845.Superseded values are not recommended for survey control.
 MA1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1845.See file dsdata.txt to determine how the superseded data were derived.
 MA1845
 MA1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG5287327490(NAD 83)
 MA1845_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1845
 MA1845  HISTORY     - Date     Condition        Report By
 MA1845  HISTORY     - 1935     MONUMENTED       USGS
 MA1845  HISTORY     - 1938     SEE DESCRIPTION  CGS
 MA1845  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MA1845  HISTORY     - 20020601 GOOD             USPSQD
 MA1845
 MA1845                          STATION DESCRIPTION
 MA1845
 MA1845'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (JB)
 MA1845'THIS IS AN OLD U.S. GEOLOGICAL SURVEY STATION LOCATED ABOUT 4 MILES
 MA1845'SOUTH OF WARREN, AND ABOUT 3-1/2 MILES SOUTHWEST OF CLARENDON,
 MA1845'AIRLINE, ON A HIGH WOODED HILL THE OWNER OF WHICH IS NOT KNOWN.
 MA1845'
 MA1845'STATION IS BEST REACHED FROM WARREN BY STARTING AT THE MONUMENT AT
 MA1845'THE NORTH END OF THE HICKORY STREET BRIDGE AND GOING SOUTH ACROSS
 MA1845'BRIDGE.  AT THE SOUTH END OF BRIDGE, TAKE LEFT FORK (PAVED) AND
 MA1845'FOLLOW THIS FOR 0.5 MILE, TURN LEFT ONTO DIRT ROAD AT THE OAKLAND
 MA1845'CEMETERY AND GO 5.0 MILES TO TOP OF RIDGE AND PIPE LINE RIGHT-OF-WAY.
 MA1845'LEAVE TRUCK HERE AND FOLLOW PIPE LINE FOR ABOUT 126 YARDS EAST.
 MA1845'TURN LEFT (NORTH) AND FOLLOW BLAZED TRAIL FOR ABOUT 250 YARDS TO
 MA1845'STATION.  THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY
 MA1845'DISK SET IN A 5-INCH SQUARE CONCRETE POST, PROJECTING 8 INCHES
 MA1845'ABOVE GROUND.  MARK IS STAMPED U.S. GEOLOGICAL SURVEY PENNSYLVANIA.
 MA1845'
 MA1845'REFERENCE MARK NO. 1 (NOTE 11A), PROJECTING 6 INCHES ABOVE GROUND IS
 MA1845'27.095 METERS (88.90 FEET) SOUTHEAST OF STATION.  MARK IS STAMPED
 MA1845'CLARENDON NO. 1 1935.
 MA1845'
 MA1845'REFERENCE MARK NO. 2 (NOTE 12A), A STANDARD DISK SET IN OUTCROPPING
 MA1845'ROCK (THE ROCK IS ALMOST SQUARE, ABOUT 2- BY 4- FEET) SOUTH OF
 MA1845'THE STATION.  MARK IS STAMPED CLARENDON NO. 2 1935.
 MA1845'
 MA1845'DISTANCE BETWEEN REFERENCE MARKS NO. 1 AND 2 IS 64.89 FEET.
 MA1845'
 MA1845'AZIMUTH MARK (NOTE 11A) IS 0.25 MILE SOUTHEAST OF STATION, ON TOP OF
 MA1845'RIDGE, 5 PACES WEST OF CENTERLINE OF ROAD.  TO REACH FROM
 MA1845'STATION, FOLLOW TRAIL BACK DOWN TO ROAD, TURN LEFT (SOUTH) AND GO 0.1
 MA1845'MILE TO MARK ON RIGHT (WEST).  MARK IS STAMPED AZIMUTH MARK,
 MA1845'CLARENDON 1935.
 MA1845
 MA1845                          STATION RECOVERY (1938)
 MA1845
 MA1845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (APR)
 MA1845'STATION FOUND AS DESCRIBED.  NEW DESCRIPTION FOLLOWS-
 MA1845'
 MA1845'THIS STATION IS AN OLD U.S. GEOLOGICAL SURVEY STATION LOCATION ABOUT
 MA1845'4 MILES SOUTH OF WARREN AND ABOUT 3-1/2 MILES SOUTHWEST OF
 MA1845'CLARENDON, AIRLINE, ON A HIGH WOODED HILL.  THE OWNER IS NOT KNOWN.
 MA1845'
 MA1845'STATION IS BEST REACHED FROM WARREN BY STARTING AT THE MONUMENT AT
 MA1845'THE NORTH END OF THE HICKORY STREET BRIDGE.  GO SOUTH ACROSS BRIDGE.
 MA1845'AT THE SOUTH END OF BRIDGE TAKE LEFT FORK (PAVED) AND FOLLOW THIS FOR
 MA1845'0.45 MILE.  TURN LEFT ONTO DIRT ROAD AT THE OAKLAND CEMETERY AND
 MA1845'GO 4.65 MILES (OR 0.8 MILE PAST CROSSROADS AT BOTTOM OF HILL) TO THE
 MA1845'TOP OF RIDGE AND PIPE LINE RIGHT-OF-WAY.  LEAVE TRUCK HERE AND
 MA1845'FOLLOW PIPE LINE FOR ABOUT 125 YARDS EAST.  TURN LEFT (NORTH) AND
 MA1845'FOLLOW BLAZED TRAIL FOR ABOUT 250 YARDS TO STATION.
 MA1845'
 MA1845'THE STATION MARK IS A STANDARD U.S.G.S. DISK SET IN A 5-INCH POST
 MA1845'(SQUARE MARBLE), PROJECTING 8 INCHES ABOVE THE GROUND. MARK IS
 MA1845'STAMPED U.S. GEOLOGICAL SURVEY PENNSYLVANIA.
 MA1845'
 MA1845'REFERENCE MARK NO. 1 (NOTE 11A) PROJECTS 6 INCHES ABOVE THE GROUND,
 MA1845'SOUTHEAST OF THE STATION, STAMPED CLARENDON NO. 1 1935.
 MA1845'
 MA1845'REFERENCE MARK NO. 2 (NOTE 12A) IS A STANDARD DISK SET IN OUTCROPPING
 MA1845'ROCK.  THE ROCK IS ALMOST SQUARE, 2 BY 4 FEET, AND MARK PROJECTS 2
 MA1845'INCHES ABOVE THE GROUND, STAMPED CLARENDON NO 2 1935.
 MA1845'
 MA1845'AZIMUTH MARK (NOTE 11A) IS 0.25 MILE SOUTHEAST OF THE STATION, ON TOP
 MA1845'OF THE RIDGE, 5 PACES WEST OF CENTERLINE OF THE ROAD.  TO REACH
 MA1845'THE MARK FROM THE STATION, FOLLOW TRAIL BACK DOWN TO ROAD.  TURN LEFT
 MA1845'(SOUTH) AND GO 0.1 MILE TO MARK ON THE RIGHT (WEST).  MARK IS
 MA1845'STAMPED AZIMUTH MARK.  CLARENDON 1935.
 MA1845'
 MA1845'DISTANCE REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS 19.779
 MA1845'METERS.
 MA1845'
 MA1845'64-FOOT TOWER NECESSARY TO SEE FLASHER.
 MA1845'
 MA1845'37-FOOT TOWER NECESSARY TO SEE FIELD, CRIPPEN, STATE AND CHERRY
 MA1845'GROVE.
 MA1845'
 MA1845'50-FOOT TOWER NECESSARY TO SEE AZIMUTH MARK.
 MA1845'
 MA1845'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FEET.
 MA1845
 MA1845                          STATION RECOVERY (1967)
 MA1845
 MA1845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 MA1845'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 MA1845'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IS NOT VISIBLE FROM
 MA1845'THE STATION DUE TO TREES ON LINE.  FOLLOWING IS A NEW DESCRIPTION.
 MA1845'
 MA1845'THE STATION IS LOCATED ON THE CREST OF A LONG, NARROW AND WOODED HILL
 MA1845'ABOUT 9 MILES NORTHWEST OF SHEFFIELD, 4 MILES SOUTH-SOUTHWEST OF
 MA1845'WARREN AND 3-1/2 MILES WEST OF CLARENDON.
 MA1845'
 MA1845'TO REACH THE STATION FROM THE MONUMENT AT THE NORTH END OF THE
 MA1845'HICKORY STREET BRIDGE AND THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 MA1845'HIGHWAY 337 IN WARREN, GO SOUTH ON HIGHWAY 337 ACROSS THE BRIDGE TO A
 MA1845'FORK AT THE SOUTH END OF THE BRIDGE.  TAKE THE LEFT FORK (HIGHWAY
 MA1845'337) AND GO 0.45 MILE ON MOHAWK AVENUE TO A CEMETERY ON THE LEFT, A
 MA1845'MACADAM ROAD STRAIGHT AHEAD AND HIGHWAY 337 BEARS TO THE RIGHT.
 MA1845'CONTINUE STRAIGHT AHEAD ON THE MACADAM ROAD (MOHAWK AVENUE) FOR 1.4
 MA1845'MILES TO THE END OF THE MACADAM ROAD.  CONTINUE AHEAD ON A GRAVELED
 MA1845'ROAD FOR 2.6 MILES TO A CROSSROADS.  CONTINUE AHEAD FOR 0.85 MILE TO
 MA1845'A WOODS ROAD ON THE LEFT. *TURN LEFT AND GO EAST UP A STEEP GRADE FOR
 MA1845'0.1 MILE TO THE TOP OF THE RIDGE.  TURN LEFT AND GO NORTHERLY
 MA1845'ALONG THE RIDGE FOR 0.1 MILE TO THE STATION.
 MA1845'
 MA1845'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF A
 MA1845'4-INCH SQUARE MARBLE POST THAT PROJECTS 5 INCHES.  IT IS 23.0 FEET
 MA1845'WEST-NORTHWEST OF A 15-INCH TWIN TRUNKED OAK TREE, 19.7 FEET
 MA1845'SOUTHEAST OF A 15-INCH ELM TREE WITH A TRIANGULAR BLAZE AND 14.8
 MA1845'FEET NORTHEAST OF AN 18-INCH OAK TREE.
 MA1845'
 MA1845'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CLARENDON 1935 NO 1
 MA1845'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 MA1845'THAT PROJECTS 4 INCHES.  IT IS 31.7 FEET SOUTH OF A 24-INCH TWIN
 MA1845'TRUNKED OAK TREE AND 15.4 FEET NORTH OF AN 18-INCH TWIN TRUNKED
 MA1845'CHESTNUT OAK TREE.  NOTE- 11A.
 MA1845'
 MA1845'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CLARENDON 1935 NO 2
 MA1845'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 2
 MA1845'INCHES.  IT IS 17.0 FEET SOUTHWEST OF A 12-INCH WHITE BIRCH TREE AND
 MA1845'13.4 FEET NORTH OF A 24-INCH TWIN TRUNKED CHESTNUT OAK TREE.
 MA1845'NOTE- 12A
 MA1845'
 MA1845'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CLARENDON 1935 CEMENTED
 MA1845'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 18
 MA1845'INCHES.  IT IS 13.0 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 10.6
 MA1845'FEET EAST-NORTHEAST OF A 15-INCH MAPLE TREE AND 1.8 FEET SOUTHEAST
 MA1845'OF A METAL WITNESS POST.  NOTE-16A
 MA1845'
 MA1845'*FROM THIS POINT CONTINUE AHEAD FOR 0.1 MILE TO THE AZIMUTH ON THE
 MA1845'RIGHT.
 MA1845'
 MA1845'HEIGHT OF LIGHT ABOVE STATION MARK 85.7 FEET.
 MA1845
 MA1845                          STATION RECOVERY (2002)
 MA1845
 MA1845'RECOVERY NOTE BY US POWER SQUADRON 2002 (DW)
 MA1845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2245 ***********************************************************************
 MA2245  DESIGNATION -  CLARION
 MA2245  PID         -  MA2245
 MA2245  STATE/COUNTY-  PA/ELK
 MA2245  USGS QUAD   -  BRANDY CAMP (1983)
 MA2245
 MA2245                         *CURRENT SURVEY CONTROL
 MA2245  ___________________________________________________________________
 MA2245* NAD 83(1992)-  41 21 46.38714(N)    078 44 36.00886(W)     ADJUSTED  
 MA2245* NAVD 88     -       682.97   (+/-2cm)    2240.7    (feet)  VERTCON   
 MA2245  ___________________________________________________________________
 MA2245  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 MA2245  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 MA2245
 MA2245  HORZ ORDER  -  FIRST
 MA2245  VERT ORDER  -  THIRD ? (See Below)
 MA2245
 MA2245.The horizontal coordinates were established by classical geodetic methods
 MA2245.and adjusted by the National Geodetic Survey in June 2002..
 MA2245
 MA2245.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2245.The vertical order pertains to the NGVD 29 superseded value.
 MA2245
 MA2245.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2245
 MA2245.The geoid height was determined by GEOID03.
 MA2245
 MA2245;                    North         East     Units Scale Factor Converg.
 MA2245;SPC PA N     -   133,321.129   516,890.936   MT  0.99995729   -0 39 25.7
 MA2245;SPC PA N     -   437,404.40  1,695,833.01   sFT  0.99995729   -0 39 25.7
 MA2245;UTM  17      - 4,581,499.072   688,750.451   MT  1.00003847   +1 29 30.1
 MA2245
 MA2245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2245!SPC PA N     -   0.99989789  x   0.99995729  =   0.99985519
 MA2245!UTM  17      -   0.99989789  x   1.00003847  =   0.99993636
 MA2245
 MA2245|---------------------------------------------------------------------|
 MA2245| PID    Reference Object                     Distance      Geod. Az  |
 MA2245|                                                           dddmmss.s |
 MA2245| CK6819 CLARION RM 1                         26.219 METERS 00553     |
 MA2245| MA2337 BENZ                                APPROX.18.9 KM 0352639.4 |
 MA2245| CK6820 CLARION RM 2                         23.721 METERS 11429     |
 MA2245| CK6821 CLARION RM 3                         20.605 METERS 11703     |
 MA2245| CK6818 CLARION AZ MK                                      1252216.5 |
 MA2245|---------------------------------------------------------------------|
 MA2245
 MA2245                          SUPERSEDED SURVEY CONTROL
 MA2245
 MA2245  NAD 83(1986)-  41 21 46.38782(N)    078 44 36.01079(W) AD(       ) 1
 MA2245  NAD 27      -  41 21 46.16786(N)    078 44 36.90802(W) AD(       ) 1
 MA2245  NGVD 29 (07/19/86)  683.11   (m)         2241.2    (f) LEVELING    3  
 MA2245
 MA2245.Superseded values are not recommended for survey control.
 MA2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2245.See file dsdata.txt to determine how the superseded data were derived.
 MA2245
 MA2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF8875081499(NAD 83)
 MA2245_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2245
 MA2245  HISTORY     - Date     Condition        Report By
 MA2245  HISTORY     - 1938     MONUMENTED       CGS
 MA2245  HISTORY     - 1958     SEE DESCRIPTION  CGS
 MA2245  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MA2245
 MA2245                          STATION DESCRIPTION
 MA2245
 MA2245'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 MA2245'STATION IS ON HIGHEST POINT OF MOUNTAIN BETWEEN CLARION RIVER AND
 MA2245'BRANDY CAMP CREEK, APPROXIMATELY 4-1/2 MILES S OF RIDGWAY, 8
 MA2245'MILES NNE OF BROCKWAY ON STATE-OR COMPANY-OWNED PROPERTY.  MR. H.R.
 MA2245'HYDE OF RIDGWAY, FORMER OWNER, GAVE ASSURANCE THAT NO
 MA2245'OBJECTIONS WOULD BE MADE IF STATION WAS ESTABLISHED.  STATION IS 35
 MA2245'FEET S OF ROAD FORK, ALL MARKS ARE STAMPED CLARION, 1938.
 MA2245'
 MA2245'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 MA2245'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 MA2245'
 MA2245'REFERENCE MARK NO. 1 IS N OF STATION, 12 FEET NE OF CENTER LINE OF
 MA2245'DIRT ROAD (N FORK).  REFERENCE MARK NO. 2 IS ESE OF STATION, 12
 MA2245'FEET S OF CENTER LINE OF MAIN DIRT ROAD.
 MA2245'
 MA2245'AZIMUTH MARK IS ESE OF STATION, 10 FEET SW OF CENTER LINE OF MAIN
 MA2245'DIRT ROAD.
 MA2245'
 MA2245'TO REACH STATION FROM BROCKWAY, GO N ON U.S. 219, 11.8 MILES TO DIRT
 MA2245'ROAD L AND SIGN GERMAN SETTLEMENT.  TURN L AND GO 2.1 MILES TO
 MA2245'ROAD FORK AND STATION TO L.
 MA2245'
 MA2245'TO REACH FROM INTERSECTION OF 219 AND U.S. 120 IN RIDGWAY, GO SE ON
 MA2245'219, 5.6 MILES TO DIRT ROAD R AND SIGN GERMAN SETTLEMENT, TURN
 MA2245'R AND GO 2.1 MILES TO FORK AND STATION.
 MA2245'
 MA2245'37-FOOT TOWER SEES ALL STATIONS BUT RIDGE, FOR WHICH A 64-FOOT TOWER,
 MA2245'TO AVOID REFRACTION IS NECESSARY AND RECOMMENDED.
 MA2245'
 MA2245'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 MA2245
 MA2245                          STATION RECOVERY (1958)
 MA2245
 MA2245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WER)
 MA2245'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 MA2245'AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 MA2245'
 MA2245'MEASUREMENT TO REFERENCE MARK NO. 1 IS 26.223 METERS INSTEAD OF
 MA2245'30.033 METERS.
 MA2245'
 MA2245'THE 1958 OBSERVATION ON THE AZIMUTH MARK MISSES THE 1938 OBSERVATION
 MA2245'BY 33 SECONDS.
 MA2245'
 MA2245'THE TO REACH FOR THE STATION IS ADEQUATE.
 MA2245'
 MA2245'DUE TO WIDENING OF ROAD NEW MEASUREMENTS FOR THE MARKS FOLLOWS.
 MA2245'
 MA2245'STATION MARK, A STANDARD DISK STAMPED CLARION 1938, IS SET IN A
 MA2245'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 35 FEET SOUTH
 MA2245'OF A ROAD FORK.  A STANDARD WITNESS POST WAS SET 2 FEET WEST OF THE
 MA2245'MARK.  (NOTE 1A7A)
 MA2245'
 MA2245'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CLARION NO 1 1938, IS
 MA2245'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 MA2245'14 FEET NORTHEAST OF THE CENTER OF A GRAVEL ROAD.  (NOTE 11A)
 MA2245'
 MA2245'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CLARION NO 2 1938, IS
 MA2245'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 MA2245'15 FEET SOUTHWEST OF THE CENTER OF A GRAVEL ROAD. (NOTE 11A)
 MA2245'
 MA2245'AZIMUTH MARK, A STANDARD DISK STAMPED CLARION 1938, IS SET IN A
 MA2245'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 15 FEET
 MA2245'SOUTHWEST OF THE CENTER OF A GRAVEL ROAD.  A STANDARD WITNESS POST
 MA2245'WAS SET 2 FEET EAST OF THE MARK.
 MA2245'
 MA2245'NOTE- OBSERVATIONS MADE FROM A 64 FT. TOWER.
 MA2245
 MA2245                          STATION RECOVERY (1967)
 MA2245
 MA2245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 MA2245'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 MA2245'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 HAS BEEN
 MA2245'DESTROYED.  REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS OCCUPATION.
 MA2245'FOLLOWING IS A NEW DESCRIPTION.
 MA2245'
 MA2245'THE STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF SAINT MARYS AND 4
 MA2245'1/2 MILES SOUTH OF RIDGWAY.
 MA2245'
 MA2245'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 219 AND 120
 MA2245'IN RIDGWAY, GO SOUTH ON U.S. HIGHWAY 219 FOR 3.45 MILES TO ITS
 MA2245'JUNCTION WITH STATE HIGHWAY 948.  CONTINUE SOUTH ON HIGHWAY 219 FOR
 MA2245'1.85 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO IN A WESTERLY
 MA2245'DIRECTION ON A PAVED ROAD FOR 1.95 MILES TO THE AZIMUTH MARK ON THE
 MA2245'LEFT.  CONTINUE AHEAD FOR 0.1 MILE TO A FORK AND THE STATION ON
 MA2245'THE LEFT.
 MA2245'
 MA2245'THE STATION MARK IS A STANDARD DISK STAMPED CLARION 1938, SET IN THE
 MA2245'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 MA2245'ABOVE THE GROUND.  IT IS 39 FEET SOUTHWEST OF THE CENTER OF ROAD
 MA2245'FORK, 3.9 FEET WEST OF A METAL WITNESS POST.  THE MONUMENT HAS
 MA2245'BEEN CHIPPED ON THE EASTERN SIDE.  NOTES- 1A 7A
 MA2245'
 MA2245'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CLARION NO 1 1938,
 MA2245'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 MA2245'WITH THE GROUND.  IT IS 15 FEET NORTHEAST OF THE CENTER OF A GRAVELED
 MA2245'ROAD AND 1.2 FEET SOUTHEAST OF A METAL WITNESS POST.  THE MONUMENT
 MA2245'HAS BEEN CHIPPED ON THE SOUTHWESTERN SIDE.  NOTE- 11A
 MA2245'
 MA2245'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED CLARION 1938 NO 3
 MA2245'1967, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 MA2245'PROJECTS 2 INCHES ABOVE THE GROUND.  NOTE- 11B
 MA2245'
 MA2245'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CLARION 1938, SET IN THE
 MA2245'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH
 MA2245'ABOVE THE GROUND.  IT IS 16 FEET SOUTHWEST OF THE CENTER OF A
 MA2245'GRAVELED ROAD AND 2.0 FEET WEST OF A METAL WITNESS POST.  NOTE-
 MA2245'16A
 MA2245'
 MA2245'HEIGHT OF LIGHT ABOVE STATION MARK 86.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1959 ***********************************************************************
 MA1959  DESIGNATION -  CLARION CO CTHSE SPIRE
 MA1959  PID         -  MA1959
 MA1959  STATE/COUNTY-  PA/CLARION
 MA1959  USGS QUAD   -  CLARION (1981)
 MA1959
 MA1959                         *CURRENT SURVEY CONTROL
 MA1959  ___________________________________________________________________
 MA1959* NAD 83(1992)-  41 12 54.46784(N)    079 23 09.34826(W)     ADJUSTED  
 MA1959* NAVD 88     -                                                        
 MA1959  ___________________________________________________________________
 MA1959  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 MA1959  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MA1959
 MA1959  HORZ ORDER  -  THIRD
 MA1959
 MA1959.The horizontal coordinates were established by classical geodetic methods
 MA1959.and adjusted by the National Geodetic Survey in June 2002..
 MA1959
 MA1959
 MA1959.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1959
 MA1959.The geoid height was determined by GEOID03.
 MA1959
 MA1959;                    North         East     Units Scale Factor Converg.
 MA1959;SPC PA N     -   117,731.136   462,822.450   MT  0.99996304   -1 04 56.0
 MA1959;SPC PA N     -   386,256.24  1,518,443.32   sFT  0.99996304   -1 04 56.0
 MA1959;UTM  17      - 4,563,894.888   635,305.815   MT  0.99982532   +1 03 49.1
 MA1959
 MA1959                          SUPERSEDED SURVEY CONTROL
 MA1959
 MA1959  NAD 83(1986)-  41 12 54.46992(N)    079 23 09.35024(W) AD(       ) 4
 MA1959  NAD 27      -  41 12 54.22600(N)    079 23 10.16385(W) AD(       ) 3
 MA1959
 MA1959.Superseded values are not recommended for survey control.
 MA1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1959.See file dsdata.txt to determine how the superseded data were derived.
 MA1959
 MA1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF3530663895(NAD 83)
 MA1959
 MA1959  HISTORY     - Date     Condition        Report By
 MA1959  HISTORY     - UNK      MONUMENTED
 MA1959  HISTORY     - 1979     GOOD             NGS
 MA1959  HISTORY     - 1980     GOOD             NGS
 MA1959  HISTORY     - 1981     SEE DESCRIPTION  LOCENG
 MA1959
 MA1959                          STATION DESCRIPTION
 MA1959
 MA1959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (RGP)
 MA1959'THE STATION WAS RECOVERED IN GOOD CONDITION.  THERE IS NO PREVIOUS
 MA1959'DESCRIPTION AVAILABLE SO A COMPLETE DESCRIPTION FOLLOWS.
 MA1959'
 MA1959'THE STATION IS LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION
 MA1959'OF MAIN STREET AND FIFTH AVENUE IN CLARION.  THE STATION IS THE CENTER
 MA1959'OF THE STATUE ATOP THE STEEPLE OF THE CLOCKTOWER ON THE CLARION
 MA1959'COUNTY COURTHOUSE.  IT IS PAINTED BRONZE IN COLOR AND ABOUT 125 FEET
 MA1959'IN HEIGHT.
 MA1959'
 MA1959'THIS STATION WAS INTERSECTED AT THIS DATE FROM STATIONS GROCE (USE),
 MA1959'SHOWERS AND TEACHERS.
 MA1959
 MA1959                          STATION RECOVERY (1980)
 MA1959
 MA1959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 MA1959'THIS STATION WAS NOT VISITED AT THIS DATE, HOWEVER IT WAS INTERSECTED
 MA1959'FROM STATION SHIPPEN 2.
 MA1959
 MA1959                          STATION RECOVERY (1981)
 MA1959
 MA1959'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (MPG)
 MA1959'STATUE REMOVED FOR REPAIR 6/24/81 TO BE REPLACED 8/21/81.
 MA1959'
 MA1959'DISTANCE AND DIRECTION FROM NEAREST TOWN--CENTER OF CLARION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1955 ***********************************************************************
 MA1955  DESIGNATION -  CLARION STATE COLLEGE WATER TK
 MA1955  PID         -  MA1955
 MA1955  STATE/COUNTY-  PA/CLARION
 MA1955  USGS QUAD   -  CLARION (1981)
 MA1955
 MA1955                         *CURRENT SURVEY CONTROL
 MA1955  ___________________________________________________________________
 MA1955* NAD 83(1992)-  41 12 33.40341(N)    079 22 38.66416(W)     ADJUSTED  
 MA1955* NAVD 88     -                                                        
 MA1955  ___________________________________________________________________
 MA1955  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 MA1955  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 MA1955
 MA1955  HORZ ORDER  -  THIRD
 MA1955
 MA1955.The horizontal coordinates were established by classical geodetic methods
 MA1955.and adjusted by the National Geodetic Survey in June 2002..
 MA1955
 MA1955
 MA1955.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1955
 MA1955.The geoid height was determined by GEOID03.
 MA1955
 MA1955;                    North         East     Units Scale Factor Converg.
 MA1955;SPC PA N     -   117,067.984   463,524.865   MT  0.99996341   -1 04 35.7
 MA1955;SPC PA N     -   384,080.54  1,520,747.83   sFT  0.99996341   -1 04 35.7
 MA1955;UTM  17      - 4,563,258.588   636,032.469   MT  0.99982774   +1 04 08.9
 MA1955
 MA1955                          SUPERSEDED SURVEY CONTROL
 MA1955
 MA1955  NAD 83(1986)-  41 12 33.40665(N)    079 22 38.66505(W) AD(       ) 4
 MA1955  NAD 27      -  41 12 33.17717(N)    079 22 39.50533(W) AD(       ) 3
 MA1955
 MA1955.Superseded values are not recommended for survey control.
 MA1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1955.See file dsdata.txt to determine how the superseded data were derived.
 MA1955
 MA1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF3603263259(NAD 83)
 MA1955_MARKER: 51 = TANK
 MA1955
 MA1955  HISTORY     - Date     Condition        Report By
 MA1955  HISTORY     - 1967     FIRST OBSERVED   CGS
 MA1955  HISTORY     - 1980     GOOD             NGS
 MA1955
 MA1955                          STATION DESCRIPTION
 MA1955
 MA1955'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MA1955'IT IS A RED AND WHITE CHECKED WATER SPHEROID ABOUT 130 FEET HIGH.  IT
 MA1955'IS LOCATED ON THE HIGHEST POINT OF THE CLARION STATE
 MA1955'COLLEGE CAMPUS IN CLARION, PENNSYLVANIA.  THE STATION IS THE TOP AND
 MA1955'CENTER OF THE TANK.  A TRAVERSE CONNECTION WAS MADE TO
 MA1955'STATION TEACHERS 1958, THE DISTANCE BEING 10.008 METERS.
 MA1955
 MA1955                          STATION RECOVERY (1980)
 MA1955
 MA1955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 MA1955'THIS STATION WAS NOT VISITED AT THIS DATE, HOWEVER IT WAS INTERSECTED
 MA1955'FROM STATION SHIPPEN 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1954 ***********************************************************************
 MA1954  DESIGNATION -  CLARION STATE TEACHERS COL STK
 MA1954  PID         -  MA1954
 MA1954  STATE/COUNTY-  PA/CLARION
 MA1954  USGS QUAD   -  CLARION (1981)
 MA1954
 MA1954                         *CURRENT SURVEY CONTROL
 MA1954  ___________________________________________________________________
 MA1954* NAD 83(1992)-  41 12 41.98757(N)    079 22 47.63556(W)     ADJUSTED  
 MA1954* NAVD 88     -                                                        
 MA1954  ___________________________________________________________________
 MA1954  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 MA1954  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 MA1954
 MA1954  HORZ ORDER  -  THIRD
 MA1954
 MA1954.The horizontal coordinates were established by classical geodetic methods
 MA1954.and adjusted by the National Geodetic Survey in June 2002..
 MA1954
 MA1954
 MA1954.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1954
 MA1954.The geoid height was determined by GEOID03.
 MA1954
 MA1954;                    North         East     Units Scale Factor Converg.
 MA1954;SPC PA N     -   117,336.674   463,320.888   MT  0.99996326   -1 04 41.7
 MA1954;SPC PA N     -   384,962.07  1,520,078.61   sFT  0.99996326   -1 04 41.7
 MA1954;UTM  17      - 4,563,519.417   635,818.603   MT  0.99982703   +1 04 03.2
 MA1954
 MA1954                          SUPERSEDED SURVEY CONTROL
 MA1954
 MA1954  NAD 83(1986)-  41 12 41.98956(N)    079 22 47.63753(W) AD(       ) 4
 MA1954  NAD 27      -  41 12 41.76100(N)    079 22 48.47700(W) AD(       ) 3
 MA1954
 MA1954.Superseded values are not recommended for survey control.
 MA1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1954.See file dsdata.txt to determine how the superseded data were derived.
 MA1954
 MA1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF3581963519(NAD 83)
 MA1954
 MA1954  HISTORY     - Date     Condition        Report By
 MA1954  HISTORY     - 1958     MONUMENTED       CGS
 MA1954
 MA1954                          STATION DESCRIPTION
 MA1954
 MA1954'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 MA1954'STATION IS LOCATED AT THE NORTH EDGE OF THE COLLEGE CAMPUS WHICH IS
 MA1954'IN THE SOUTHEAST SECTION OF CLARION.  IT IS ABOUT 1/2 BLOCK SOUTH
 MA1954'OF U.S. HIGHWAY 322 AND IS SITUATED BETWEEN 8TH AND 9TH AVENUES.  IT
 MA1954'IS CONSTRUCTED OF WHITE AND RED BRICK, 41 FEET IN CIRCUMFERENCE
 MA1954'AT THE BASE AND TAPERS UP.  IT IS APPROXIMATELY 150 FEET IN HEIGHT
 MA1954'AND HAS A LIGHT EXTENDING OUTWARD FROM THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1871 ***********************************************************************
 MB1871  DESIGNATION -  CLARK
 MB1871  PID         -  MB1871
 MB1871  STATE/COUNTY-  PA/CRAWFORD
 MB1871  USGS QUAD   -  LINESVILLE (1990)
 MB1871
 MB1871                         *CURRENT SURVEY CONTROL
 MB1871  ___________________________________________________________________
 MB1871* NAD 83(1992)-  41 39 36.25796(N)    080 29 30.89821(W)     ADJUSTED  
 MB1871* NAVD 88     -       309.     (meters)    1014.     (feet)  SCALED    
 MB1871  ___________________________________________________________________
 MB1871  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 MB1871  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 MB1871
 MB1871  HORZ ORDER  -  THIRD
 MB1871
 MB1871.The horizontal coordinates were established by classical geodetic methods
 MB1871.and adjusted by the National Geodetic Survey in June 2002..
 MB1871
 MB1871.The orthometric height was scaled from a topographic map.
 MB1871
 MB1871.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1871
 MB1871.The geoid height was determined by GEOID03.
 MB1871
 MB1871;                    North         East     Units Scale Factor Converg.
 MB1871;SPC PA N     -   169,464.387   371,671.105   MT  0.99996579   -1 48 50.0
 MB1871;SPC PA N     -   555,984.41  1,219,390.95   sFT  0.99996579   -1 48 50.0
 MB1871;SPC OH N     -   223,290.926   767,237.758   MT  0.99999254   +1 19 09.2
 MB1871;UTM  17      - 4,612,160.165   542,301.562   MT  0.99962202   +0 20 15.8
 MB1871
 MB1871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1871!SPC PA N     -   0.99995689  x   0.99996579  =   0.99992268
 MB1871!SPC OH N     -   0.99995689  x   0.99999254  =   0.99994943
 MB1871!UTM  17      -   0.99995689  x   0.99962202  =   0.99957892
 MB1871
 MB1871:                Primary Azimuth Mark                     Grid Az
 MB1871:SPC PA N     -  HARRIS                                   111 43 23.9
 MB1871:SPC OH N     -  HARRIS                                   108 35 24.7
 MB1871:UTM  17      -  HARRIS                                   109 34 18.1
 MB1871
 MB1871|---------------------------------------------------------------------|
 MB1871| PID    Reference Object                     Distance      Geod. Az  |
 MB1871|                                                           dddmmss.s |
 MB1871| MB1872 HARRIS                              APPROX. 2.1 KM 1095433.9 |
 MB1871| MB2086 ANDOVER MUNICIPAL TOWER             APPROX. 8.7 KM 2315342.3 |
 MB1871|---------------------------------------------------------------------|
 MB1871
 MB1871                          SUPERSEDED SURVEY CONTROL
 MB1871
 MB1871  NAD 83(1995)-  41 39 36.25796(N)    080 29 30.89813(W) AD(       ) 3
 MB1871  NAD 83(1986)-  41 39 36.26306(N)    080 29 30.89254(W) AD(       ) 3
 MB1871  NAD 27      -  41 39 36.06200(N)    080 29 31.64700(W) AD(       ) 3
 MB1871
 MB1871.Superseded values are not recommended for survey control.
 MB1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1871.See file dsdata.txt to determine how the superseded data were derived.
 MB1871
 MB1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG4230212160(NAD 83)
 MB1871_MARKER: Z = SEE DESCRIPTION
 MB1871_SETTING: 0 = UNSPECIFIED SETTING
 MB1871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1871
 MB1871  HISTORY     - Date     Condition        Report By
 MB1871  HISTORY     - 1941     MONUMENTED       PADFW
 MB1871  HISTORY     - 19980925 MARK NOT FOUND   USPSQD
 MB1871
 MB1871                          STATION DESCRIPTION
 MB1871
 MB1871'DESCRIBED BY PA DEPT FORESTS WTRS 1941
 MB1871'STATION IS LOCATED ON THE SW SHORE OF CLARK ISLAND.  REACHED FROM
 MB1871'LINESVILLE BY GOING DUE W ON THE MAIN STREET FOR 2.0 MILES AT
 MB1871'WHICH POINT THE ROAD ENDS AT THE RESERVOIR SHORE LINE, THENCE BY BOAT
 MB1871'1-1/2 MILES TO CLARK ISLAND.
 MB1871'
 MB1871'THE STATION IS LOCATED INLAND (NE) ABOUT 100 FEET FROM THE SANDY
 MB1871'BEACH OF A SMALL COVE WHICH IS IMMEDIATELY W OF THE SOUTHERNMOST
 MB1871'POINT OF LAND.  THE STATION IS 7 PACES S OF SOUTHERNMOST EDGE OF AN
 MB1871'EVERGREEN-PLANTED AREA.
 MB1871'
 MB1871'THE STATION IS MARKED WITH A PA. COORDINATE SYSTEM BRONZE TABLET SET
 MB1871'IN THE TOP OF A 6- BY 6- BY 42-INCH CONCRETE MONUMENT
 MB1871'WHICH PROTRUDES 6 INCHES ABOVE GROUND LEVEL.
 MB1871'
 MB1871'SUBSURFACE MARK IS A CONCRETE SLAB 8 BY 8 BY 3 INCHES WITH 1/4-INCH
 MB1871'COPPER PLUG FOR CENTER.
 MB1871
 MB1871                          STATION RECOVERY (1998)
 MB1871
 MB1871'RECOVERY NOTE BY US POWER SQUADRON 1998
 MB1871'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1802 ***********************************************************************
 LZ1802  DESIGNATION -  CLARK
 LZ1802  PID         -  LZ1802
 LZ1802  STATE/COUNTY-  PA/TIOGA
 LZ1802  USGS QUAD   -  POTTER BROOK (1983)
 LZ1802
 LZ1802                         *CURRENT SURVEY CONTROL
 LZ1802  ___________________________________________________________________
 LZ1802* NAD 83(1992)-  41 57 18.10310(N)    077 32 20.12297(W)     ADJUSTED  
 LZ1802* NAVD 88     -       678.     (meters)    2224.     (feet)  SCALED    
 LZ1802  ___________________________________________________________________
 LZ1802  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 LZ1802  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 LZ1802
 LZ1802  HORZ ORDER  -  THIRD
 LZ1802
 LZ1802.The horizontal coordinates were established by classical geodetic methods
 LZ1802.and adjusted by the National Geodetic Survey in June 2002..
 LZ1802
 LZ1802.The orthometric height was scaled from a topographic map.
 LZ1802
 LZ1802.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1802
 LZ1802.The geoid height was determined by GEOID03.
 LZ1802
 LZ1802;                    North         East     Units Scale Factor Converg.
 LZ1802;SPC PA N     -   198,631.278   617,500.191   MT  1.00000082   +0 08 22.7
 LZ1802;SPC PA N     -   651,676.12  2,025,915.21   sFT  1.00000082   +0 08 22.7
 LZ1802;UTM  18      - 4,647,901.102   289,577.018   MT  1.00014487   -1 41 52.8
 LZ1802
 LZ1802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1802!SPC PA N     -   0.99989870  x   1.00000082  =   0.99989952
 LZ1802!UTM  18      -   0.99989870  x   1.00014487  =   1.00004355
 LZ1802
 LZ1802:                Primary Azimuth Mark                     Grid Az
 LZ1802:SPC PA N     -  STILES                                   183 24 20.0
 LZ1802:UTM  18      -  STILES                                   185 14 35.5
 LZ1802
 LZ1802|---------------------------------------------------------------------|
 LZ1802| PID    Reference Object                     Distance      Geod. Az  |
 LZ1802|                                                           dddmmss.s |
 LZ1802| LZ1804 STILES                              APPROX.14.5 KM 1833242.7 |
 LZ1802|---------------------------------------------------------------------|
 LZ1802
 LZ1802                          SUPERSEDED SURVEY CONTROL
 LZ1802
 LZ1802  NAD 83(1996)-  41 57 18.10306(N)    077 32 20.12396(W) AD(       ) 3
 LZ1802  NAD 83(1986)-  41 57 18.10839(N)    077 32 20.12396(W) AD(       ) 3
 LZ1802  NAD 27      -  41 57 17.83980(N)    077 32 21.15106(W) AD(       ) 3
 LZ1802
 LZ1802.Superseded values are not recommended for survey control.
 LZ1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1802.See file dsdata.txt to determine how the superseded data were derived.
 LZ1802
 LZ1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM8957747901(NAD 83)
 LZ1802_MARKER: DD = SURVEY DISK
 LZ1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1802_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LZ1802_MAGNETIC: N = NO MAGNETIC MATERIAL
 LZ1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1802+STABILITY: SURFACE MOTION
 LZ1802
 LZ1802  HISTORY     - Date     Condition        Report By
 LZ1802  HISTORY     - 1899     MONUMENTED       USGS
 LZ1802
 LZ1802                          STATION DESCRIPTION
 LZ1802
 LZ1802'DESCRIBED BY US GEOLOGICAL SURVEY 1899 (SSG)
 LZ1802'ON BRUSHY RIDGE ABOUT 1.0 MI SW. OF PURPLE BROOK POST OFFICE AND
 LZ1802'3.0 MI N. OF WESTFIELD, ON LAND OWNED BY JAMES CLARK WHO LIVES ABOUT
 LZ1802'300 YARDS E. OF STATION.
 LZ1802'
 LZ1802'STATION MARK-- A MARBLE POST 42- BY 8- BY 8-IN., SET 36 IN. IN
 LZ1802'GROUND, IN CENTER OF TOP OF WHICH IS CEMENTED A STANDARD DISK
 LZ1802'STAMPED ---U. S. GEOLOGICAL SURVEY---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2889 ***********************************************************************
 KW2889  DESIGNATION -  CLARKS KNOB
 KW2889  PID         -  KW2889
 KW2889  STATE/COUNTY-  PA/FRANKLIN
 KW2889  USGS QUAD   -  FANNETTSBURG (1984)
 KW2889
 KW2889                         *CURRENT SURVEY CONTROL
 KW2889  ___________________________________________________________________
 KW2889* NAD 83(1992)-  40 02 51.58806(N)    077 45 02.19139(W)     ADJUSTED  
 KW2889* NAVD 88     -       706.     (meters)    2316.     (feet)  VERTCON   
 KW2889  ___________________________________________________________________
 KW2889  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 KW2889  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 KW2889
 KW2889  HORZ ORDER  -  FIRST
 KW2889
 KW2889.The horizontal coordinates were established by classical geodetic methods
 KW2889.and adjusted by the National Geodetic Survey in June 2002..
 KW2889
 KW2889.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2889
 KW2889.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2889
 KW2889.The geoid height was determined by GEOID03.
 KW2889
 KW2889;                    North         East     Units Scale Factor Converg.
 KW2889;SPC PA S     -    79,315.350   599,948.056   MT  0.99998409   -0 00 01.4
 KW2889;SPC PA S     -   260,220.44  1,968,329.58   sFT  0.99998409   -0 00 01.4
 KW2889;UTM  18      - 4,436,672.881   265,356.510   MT  1.00027784   -1 46 14.2
 KW2889
 KW2889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2889!SPC PA S     -   0.99989464  x   0.99998409  =   0.99987873
 KW2889!UTM  18      -   0.99989464  x   1.00027784  =   1.00017245
 KW2889
 KW2889:                Primary Azimuth Mark                     Grid Az
 KW2889:SPC PA S     -  CLARKS KNOB AZ MK                        038 20 17.9
 KW2889:UTM  18      -  CLARKS KNOB AZ MK                        040 06 30.7
 KW2889
 KW2889|---------------------------------------------------------------------|
 KW2889| PID    Reference Object                     Distance      Geod. Az  |
 KW2889|                                                           dddmmss.s |
 KW2889| CK6822 CLARKS KNOB AZ MK                                  0382016.5 |
 KW2889| KW2885 SHIPPENSBURG MEMORIAL LUTH CH       APPROX.19.9 KM 0891710.5 |
 KW2889| CK6823 CLARKS KNOB RM 1                     16.343 METERS 09134     |
 KW2889| JV4676 CHAMBERSBURG HEINZ CO TANK          APPROX.13.5 KM 1453705.1 |
 KW2889| CK6824 CLARKS KNOB RM 2                     35.403 METERS 19540     |
 KW2889| JV4770 TUSCARORA LOOKOUT TOWER             APPROX.19.2 KM 2355213.5 |
 KW2889|---------------------------------------------------------------------|
 KW2889
 KW2889                          SUPERSEDED SURVEY CONTROL
 KW2889
 KW2889  NAD 83(1995)-  40 02 51.58535(N)    077 45 02.19205(W) AD(       ) 1
 KW2889  NAD 83(1986)-  40 02 51.58642(N)    077 45 02.19734(W) AD(       ) 1
 KW2889  NAD 27      -  40 02 51.26600(N)    077 45 03.22300(W) AD(       ) 1
 KW2889  NGVD 29 (07/19/86)  706.     (m)         2316.     (f) VERT ANG       
 KW2889
 KW2889.Superseded values are not recommended for survey control.
 KW2889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2889.See file dsdata.txt to determine how the superseded data were derived.
 KW2889
 KW2889_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK6535736673(NAD 83)
 KW2889_MARKER: DS = TRIANGULATION STATION DISK
 KW2889_SETTING: 0 = UNSPECIFIED SETTING
 KW2889
 KW2889  HISTORY     - Date     Condition        Report By
 KW2889  HISTORY     - 1935     MONUMENTED       CGS
 KW2889  HISTORY     - 1942     GOOD             CGS
 KW2889  HISTORY     - 1961     GOOD             AIRSUR
 KW2889
 KW2889                          STATION DESCRIPTION
 KW2889
 KW2889'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KW2889'THIS IS A FIRST-ORDER STATION LOCATED 2.5 MILES W OF UPPER STRASBURG
 KW2889'ON STATE OWNED LAND, 9.50 METERS N OF THE ROAD, AND 150 FEET NW OF
 KW2889'THE BEND IN THE ROAD.  STATION MARK IS A STANDARD DISK SET IN AN
 KW2889'18-INCH SQUARE ROCK THAT PROJECTS 5 INCHES.
 KW2889'
 KW2889'REFERENCE MARK NO. 1 IS LOCATED 16.325 METERS NE OF THE STATION.
 KW2889'MARK IS A STANDARD DISK SET IN A DEPRESSION IN A SMALL FLAT ROCK
 KW2889'FLUSH WITH THE GROUND, 10 FEET W OF THE E EDGE OF THE CLEARING 20
 KW2889'FEET S OF A 4-FOOT PIT.
 KW2889'
 KW2889'REFERENCE MARK NO. 2 IS LOCATED 35.425 METERS SE OF THE STATION, 3
 KW2889'PACES E OF THE CENTER OF THE ROAD, 20 FEET N OF THE BEND IN THE
 KW2889'ROAD.  MARK IS A STANDARD DISK SET IN A DEPRESSION IN AN OBLONG ROCK
 KW2889'18 INCHES BY 2 FEET LONG.
 KW2889'
 KW2889'A 90-FOOT TOWER WILL CLEAR ALL LINES.
 KW2889'
 KW2889'NO CUT-INS VISIBLE FROM THE GROUND.
 KW2889
 KW2889                          STATION RECOVERY (1942)
 KW2889
 KW2889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW2889'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS
 KW2889'FOLLOWS-
 KW2889'
 KW2889'LOCATED 2.5 MILES W OF UPPER STRASBURG ON STATE OWNED LAND, IN THE Y
 KW2889'OF A REVERSE Y-FORK IN ROADS AT THE TOP OF THE MOUNTAIN.  IT IS
 KW2889'IN A ROCK OUTCROP ABOUT 2.5 BY 3 FEET AND PROJECTS ABOUT 4 INCHES.
 KW2889'
 KW2889'REFERENCE MARK NO. 1 IS NE OF STATION SET FLUSH IN A SMALL FLAT ROCK
 KW2889'FLUSH WITH THE GROUND, 21 FEET E OF CENTER LINE OF ROAD.
 KW2889'
 KW2889'REFERENCE MARK NO. 2 IS SE OF STATION SET FLUSH WITH BOULDER THAT
 KW2889'PROJECTS 6 INCHES AND IS 6 FEET E OF ROAD.  BOTH MARKS ARE STAMPED
 KW2889'WITH THEIR RESPECTIVE MARKS AND THE NAME AND DATE OF THE STATION.
 KW2889'
 KW2889'AZIMUTH MARK IS ABOUT 0.2 MILE N OF STATION AT THE CIRCULAR TURN IN
 KW2889'THE ROAD, ON THE HIGHEST PART OF THE MOUNTAIN, AND SET FLUSH IN A
 KW2889'LARGE BOULDER THAT PROJECTS ABOUT 3 INCHES.  MARK IS STAMPED CLARKS
 KW2889'KNOB 1942.
 KW2889'
 KW2889'REACHED FROM THE CROSSROADS IN UPPER STRASBURG, JUNCTION OF STATE
 KW2889'HIGHWAYS 944 AND 533, BY GOING W ON A PAVED ROAD UP MOUNTAIN FOR
 KW2889'2.5 MILES TO A FORKS ON THE TOP OF RIDGE, THEN KEEP LEFT FORK,
 KW2889'GRAVEL, ON BEAR VALLEY ROAD, FOR 0.5 MILE, THEN TURN LEFT AND GO E
 KW2889'AND S UP MOUNTAIN ON BROAD MOUNTAIN ROAD, GRAVEL, FOR 1.4 MILES TO A
 KW2889'REVERSE Y ROAD ON THE TOP OF MOUNATIN AND STATION MARK ON THE LEFT.
 KW2889
 KW2889                          STATION RECOVERY (1961)
 KW2889
 KW2889'RECOVERY NOTE BY AIR SURVEY CORPORATION 1961
 KW2889'LOCATED STATION MARK.  DID NOT SEARCH FOR REFERENCE MARKS OR AZIMUTH
 KW2889'MARK.  STATION IS LOCATED 50 FEET SSW OF A T AND T LONG LINES
 KW2889'MICRO-WAVE RELAY TOWER ON CLARKS KNOB.  NOTE IN TO REACH THAT A
 KW2889'LOCKED GATE IS FOUND AT POINT WHERE ROAD IS TAKEN LEFT FROM BEAR
 KW2889'VALLEY ROAD TO GO UP MOUNTAIN.  KEY FROM PENN FOREST SERVICE.
 KW2889'
 KW2889'RECOVERED BY AIR SURVEY CORP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2389 ***********************************************************************
 MA2389  FBN         -  This is a Federal Base Network Control Station.
 MA2389  DESIGNATION -  CLARPORT
 MA2389  PID         -  MA2389
 MA2389  STATE/COUNTY-  PA/CLARION
 MA2389  USGS QUAD   -  CLARION (1981)
 MA2389
 MA2389                         *CURRENT SURVEY CONTROL
 MA2389  ___________________________________________________________________
 MA2389* NAD 83(1992)-  41 13 31.98790(N)    079 26 26.16767(W)     ADJUSTED  
 MA2389* NAVD 88     -       441.9    (meters)    1450.     (feet)  GPS OBS   
 MA2389  ___________________________________________________________________
 MA2389  X           -     880,434.252 (meters)                     COMP
 MA2389  Y           -  -4,723,067.048 (meters)                     COMP
 MA2389  Z           -   4,181,564.985 (meters)                     COMP
 MA2389  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 MA2389  ELLIP HEIGHT-         408.94  (meters)          (03/28/01) GPS OBS
 MA2389  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MA2389
 MA2389  HORZ ORDER  -  A
 MA2389  ELLP ORDER  -  THIRD     CLASS II
 MA2389
 MA2389.The horizontal coordinates were established by GPS observations
 MA2389.and adjusted by the National Geodetic Survey in April 1993..
 MA2389
 MA2389.The orthometric height was determined by GPS observations and a
 MA2389.high-resolution geoid model.
 MA2389
 MA2389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MA2389
 MA2389.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2389
 MA2389.The ellipsoidal height was determined by GPS observations
 MA2389.and is referenced to NAD 83.
 MA2389
 MA2389.The geoid height was determined by GEOID03.
 MA2389
 MA2389;                    North         East     Units Scale Factor Converg.
 MA2389;SPC PA N     -   118,976.387   458,261.201   MT  0.99996242   -1 07 06.2
 MA2389;SPC PA N     -   390,341.70  1,503,478.62   sFT  0.99996242   -1 07 06.2
 MA2389;UTM  17      - 4,564,968.304   630,701.802   MT  0.99981024   +1 01 40.2
 MA2389
 MA2389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2389!SPC PA N     -   0.99993586  x   0.99996242  =   0.99989828
 MA2389!UTM  17      -   0.99993586  x   0.99981024  =   0.99974611
 MA2389
 MA2389:                Primary Azimuth Mark                     Grid Az
 MA2389:SPC PA N     -  CLARPORT AZ MK                           223 40 11.6
 MA2389:UTM  17      -  CLARPORT AZ MK                           221 31 25.2
 MA2389
 MA2389|---------------------------------------------------------------------|
 MA2389| PID    Reference Object                     Distance      Geod. Az  |
 MA2389|                                                           dddmmss.s |
 MA2389| MA2390 CLARPORT AZ MK                      APPROX. 0.6 KM 2223305.4 |
 MA2389|---------------------------------------------------------------------|
 MA2389
 MA2389                          SUPERSEDED SURVEY CONTROL
 MA2389
 MA2389  ELLIP H (04/16/93)  408.93   (m)                       GP(       ) 3 1
 MA2389  NAD 83(1986)-  41 13 31.99239(N)    079 26 26.16980(W) AD(       ) 3
 MA2389  NGVD 29 (05/23/95)  442.0    (m)         1450.     (f) GPS OBS        
 MA2389
 MA2389.Superseded values are not recommended for survey control.
 MA2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2389.See file dsdata.txt to determine how the superseded data were derived.
 MA2389
 MA2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF3070264968(NAD 83)
 MA2389_MARKER: I = METAL ROD
 MA2389_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MA2389_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MA2389_STAMPING: CLARPORT 1988
 MA2389_MARK LOGO: NGS   
 MA2389_PROJECTION: FLUSH
 MA2389_MAGNETIC: N = NO MAGNETIC MATERIAL
 MA2389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA2389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA2389+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2004
 MA2389_ROD/PIPE-DEPTH: 1.5  meters
 MA2389_SLEEVE-DEPTH  : 1.0 meters
 MA2389
 MA2389  HISTORY     - Date     Condition        Report By
 MA2389  HISTORY     - 1988     MONUMENTED       NGS
 MA2389  HISTORY     - 19920824 GOOD             NGS
 MA2389  HISTORY     - 19931012 GOOD             NOS
 MA2389  HISTORY     - 20000317 GOOD             NGS
 MA2389  HISTORY     - 20010727 GOOD             PADT
 MA2389  HISTORY     - 20040817 GOOD             PADT
 MA2389
 MA2389                          STATION DESCRIPTION
 MA2389
 MA2389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 MA2389'THE STATION IS LOCATED ABOUT 4.6 KM (2.85 MI) WEST-NORTHWEST OF
 MA2389'CLARION, 3.5 KM (2.15 MI) SOUTHEAST OF SHIPPENVILLE, 2.0 KM (1.25 MI)
 MA2389'SOUTH OF U.S. HIGHWAY 322, AT THE CLARION COUNTY AIRPORT, IN THE
 MA2389'SOUTHWEST END OF THE GRASS STRIP BETWEEN THE SINGLE ASPHALT RUNWAY AND
 MA2389'THE PARALLEL TAXIWAY, AND ON THE NORTHEAST SIDE OF THE MAIN CONNECTING
 MA2389'TAXIWAY.
 MA2389'OWNERSHIP--CLARION COUNTY AIRPORT AUTHORITY, C/O AIRPORT MANAGER
 MA2389'ROBERT S. SHEFFER, RD 2 BOX 425, SHIPPENVILLE PA 16254.  PHONE AIRPORT
 MA2389'814-226-9993, HOME 814-797-5458.
 MA2389'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 322 AND STATE
 MA2389'HIGHWAY 66, ABOUT 5.1 KM (3.15 MI) NORTHWEST OF CLARION, GO SOUTH FOR
 MA2389'2.7 KM (1.70 MI) ON HIGHWAY 66 TO A PAVED SIDE ROAD ON THE RIGHT.
 MA2389'TURN RIGHT AND GO WEST FOR 0.1 KM (0.05 MI) ON THE PAVED ROAD TO A
 MA2389'PAVED SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST FOR 0.6 KM
 MA2389'(0.35 MI) ON THE PAVED ROAD TO A STOP SIGN AND THE AIRPORT OFFICE ON
 MA2389'THE RIGHT.  CONTINUE STRAIGHT AHEAD AND GO NORTHWEST FOR 0.1 KM
 MA2389'(0.05 MI) ON THE RAMP AND MAIN CONNECTING TAXIWAY TO THE STATION ON
 MA2389'THE RIGHT JUST AFTER CROSSING THE PARALLEL TAXIWAY AND JUST BEFORE
 MA2389'REACHING THE RUNWAY.
 MA2389'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 MA2389'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 1.5 METERS IN A GREASE
 MA2389'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 MA2389'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 MA2389'46.6 M (152.9 FT) NORTHWEST FROM THE CENTER OF THE PARALLEL TAXIWAY,
 MA2389'44.8 M (147.0 FT) SOUTHEAST FROM THE CENTER OF THE RUNWAY, 17.5 M
 MA2389'(57.4 FT) NORTHEAST FROM THE CENTER OF THE MAIN CONNECTING TAXIWAY,
 MA2389'17.4 M (57.1 FT) SOUTHEAST FROM THE SOUTHEAST END OF THE CONCRETE
 MA2389'HEADWALL FOR A CULVERT UNDER THE CONNECTING TAXIWAY, AND 9.9 M
 MA2389'(32.5 FT) NORTH-NORTHEAST FROM THE CENTER BLUE TAXIWAY LIGHT ON THE
 MA2389'NORTHEAST SIDE OF THE MAIN CONNECTING TAXIWAY.
 MA2389'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 MA2389
 MA2389                          STATION RECOVERY (1992)
 MA2389
 MA2389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MA2389'THE STATION IS LOCATED ABOUT 4.6 KM (2.85 MI) WEST-NORTHWEST OF
 MA2389'CLARION, 3.5 KM (2.15 MI) SOUTHEAST OF SHIPPENVILLE, 2.0 KM
 MA2389'(1.25 MI) SOUTH OF U.S. HIGHWAY 322, AT THE CLARION COUNTY AIRPORT,
 MA2389'IN THE SOUTHWEST END OF THE GRASS STRIP BETWEEN THE SINGLE ASPHALT
 MA2389'RUNWAY AND THE PARALLEL TAXIWAY, AND ON THE NORTHEAST SIDE OF THE
 MA2389'MAIN CONNECTING TAXIWAY.  OWNERSHIP--CLARION COUNTY AIRPORT
 MA2389'AUTHORITY, C/O AIRPORT MANAGER ROBERT S. SHEFFER, RD 2 BOX 425,
 MA2389'SHIPPENVILLE PA 16254, PHONE AIRPORT 814-226-9993, HOME 814-797-5458.
 MA2389'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 322 AND STATE
 MA2389'HIGHWAY 66, ABOUT 5.1 KM (3.15 MI) NORTHWEST OF CLARION, GO SOUTH FOR
 MA2389'2.7 KM (1.65 MI) ON HIGHWAY 66 TO A PAVED SIDE ROAD ON THE RIGHT.
 MA2389'TURN RIGHT AND GO WEST FOR 0.1 KM (0.05 MI) ON THE PAVED ROAD TO A
 MA2389'PAVED SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST FOR 0.6 KM
 MA2389'(0.35 MI) ON THE PAVED ROAD TO A STOP SIGN AND THE AIRPORT OFFICE ON
 MA2389'THE RIGHT.  CONTINUE STRAIGHT AHEAD AND GO NORTHWEST FOR 0.1 KM
 MA2389'(0.05 MI) ON THE RAMP AND MAIN CONNECTING TAXIWAY TO THE STATION ON
 MA2389'THE RIGHT, JUST AFTER CROSSING THE PARALLEL TAXIWAY AND JUST BEFORE
 MA2389'REACHING THE RUNWAY.
 MA2389'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 MA2389'BELOW GROUND.  LOCATED 46.6 M (152.9 FT) NORTHWEST FROM THE CENTER OF
 MA2389'THE PARALLEL TAXIWAY, 44.8 M (147.0 FT) SOUTHEAST FROM THE CENTER OF
 MA2389'THE RUNWAY, 17.5 M (57.4 FT) NORTHEAST FROM THE CENTER OF THE MAIN
 MA2389'CONNECTING TAXIWAY, 17.4 M (57.1 FT) SOUTHEAST FROM THE SOUTHEAST END
 MA2389'OF THE CONCRETE HEADWALL FOR A CULVERT UNDER THE CONNECTING TAXIWAY
 MA2389'AND 9.9 M (32.5 FT) NORTH-NORTHEAST FROM THE CENTER BLUE TAXIWAY
 MA2389'LIGHT ON THE NORTHEAST SIDE OF THE MAIN CONNECTING TAXIWAY.
 MA2389
 MA2389                          STATION RECOVERY (1993)
 MA2389
 MA2389'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 MA2389'RECOVERED IN GOOD CONDITION.
 MA2389
 MA2389                          STATION RECOVERY (2000)
 MA2389
 MA2389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 MA2389'THE STATION IS LOCATED ABOUT 8.53 KM (5.30 MI) WEST-NORTHWEST OF
 MA2389'CLARION, AT THE CLARION COUNTY AIRPORT, IN THE GRASSY MEDIAN ON THE
 MA2389'NORTHEAST SIDE OF THE MAIN CONNECTING TAXIWAY NEAR THE POINT IT
 MA2389'CONNECTS TO THE RUNWAY.  OWNERSHIP--CLARION COUNTY AIRPORT.  CONTACT
 MA2389'MR. ROBERT SHEFFER, AIRPORT MANAGER, ONE DAY IN ADVANCE BEFORE
 MA2389'OCCUPYING THIS STATION, PHONE 814-226-9993.  TO REACH THE STATION FROM
 MA2389'THE JUNCTION OF US HIGHWAY 322 AND STATE HIGHWAY 68 LOCATED AT THE
 MA2389'COURTHOUSE CITY SQUARE IN CLARION, GO NORTHWEST ON HIGHWAY 322 FOR
 MA2389'5.15 KM (3.20 MI) TO THE JUNCTION OF STATE HIGHWAY 66.  TURN LEFT,
 MA2389'SOUTHWEST ON HIGHWAY 66 AND GO 2.7 KM (1.65 MI) TO A PAVED ROAD ON THE
 MA2389'RIGHT.  TURN RIGHT ON THE ROAD FOR ABOUT 30.48 M (100.00 FT) TO THE
 MA2389'Y-JUNCTION OF TWO PAVED ROADS AT THE MANOR UNITED METHODIST CHURCH.
 MA2389'BEAR RIGHT, WESTERLY ON AIRPORT ROAD FOR 0.64 KM (0.40 MI) TO THE
 MA2389'AIRPORT BEACON AND GATE ON THE LEFT JUST BEFORE REACHING THE TERMINAL
 MA2389'BUILDING.  TURN LEFT, NORTHWEST PASSING THROUGH THE GATE AND CROSSING
 MA2389'THE APRON TO THE MAIN TAXIWAY.  CONTINUE AHEAD, NORTHWEST ON THE
 MA2389'TAXIWAY FOR ABOUT 0.08 KM (0.05 MI), CROSSING THE PARALLEL TAXIWAY, TO
 MA2389'THE STATION ON THE RIGHT JUST BEFORE REACHING THE RUNWAY.  THE STATION
 MA2389'IS A PUNCH MARK ON THE TOP OF A STAINLESS STEEL ROD ENCASED IN A 13 CM
 MA2389'PVC PIPE WITH AN NGS LOGO CAP SURROUNDED BY CONCRETE AND FLUSH WITH
 MA2389'GROUND.  LOCATED 46.64 M (153.02 FT) NORTHWEST OF THE CENTER OF THE
 MA2389'PARALLEL TAXIWAY, 44.8 M (147.0 FT) SOUTHEAST OF THE CENTER OF THE
 MA2389'RUNWAY, 17.5 M (57.4 FT) NORTHEAST OF THE CENTER OF THE MAIN
 MA2389'CONNECTING TAXIWAY AND 17.4 M (57.1 FT) SOUTHEAST OF THE SOUTHEAST END
 MA2389'OF A CULVERT UNDER THE CONNECTING TAXIWAY.
 MA2389
 MA2389                          STATION RECOVERY (2001)
 MA2389
 MA2389'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (CIH)
 MA2389'RECOVERED AS DESCRIBED.
 MA2389' 
 MA2389'
 MA2389
 MA2389                          STATION RECOVERY (2004)
 MA2389
 MA2389'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (RAF)
 MA2389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2390 ***********************************************************************
 MA2390  DESIGNATION -  CLARPORT AZ MK
 MA2390  PID         -  MA2390
 MA2390  STATE/COUNTY-  PA/CLARION
 MA2390  USGS QUAD   -  CLARION (1981)
 MA2390
 MA2390                         *CURRENT SURVEY CONTROL
 MA2390  ___________________________________________________________________
 MA2390* NAD 83(1992)-  41 13 17.72820(N)    079 26 43.50447(W)     ADJUSTED  
 MA2390* NAVD 88     -       438.7    (meters)    1439.     (feet)  VERTCON   
 MA2390  ___________________________________________________________________
 MA2390  X           -     880,089.939 (meters)                     COMP
 MA2390  Y           -  -4,723,423.706 (meters)                     COMP
 MA2390  Z           -   4,181,232.010 (meters)                     COMP
 MA2390  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 MA2390  ELLIP HEIGHT-         405.78  (meters)          (06/21/02) GPS OBS
 MA2390  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MA2390
 MA2390  HORZ ORDER  -  THIRD
 MA2390  ELLP ORDER  -  FOURTH    CLASS I
 MA2390
 MA2390.The horizontal coordinates were established by GPS observations
 MA2390.and adjusted by the National Geodetic Survey in June 2002..
 MA2390
 MA2390.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2390
 MA2390.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MA2390
 MA2390.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2390
 MA2390.The ellipsoidal height was determined by GPS observations
 MA2390.and is referenced to NAD 83.
 MA2390
 MA2390.The geoid height was determined by GEOID03.
 MA2390
 MA2390;                    North         East     Units Scale Factor Converg.
 MA2390;SPC PA N     -   118,544.475   457,848.891   MT  0.99996265   -1 07 17.7
 MA2390;SPC PA N     -   388,924.67  1,502,125.90   sFT  0.99996265   -1 07 17.7
 MA2390;UTM  17      - 4,564,521.323   630,306.017   MT  0.99980897   +1 01 28.5
 MA2390
 MA2390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2390!SPC PA N     -   0.99993636  x   0.99996265  =   0.99989901
 MA2390!UTM  17      -   0.99993636  x   0.99980897  =   0.99974534
 MA2390
 MA2390:                Primary Azimuth Mark                     Grid Az
 MA2390:SPC PA N     -  CLARPORT                                 043 40 11.7
 MA2390:UTM  17      -  CLARPORT                                 041 31 25.5
 MA2390
 MA2390|---------------------------------------------------------------------|
 MA2390| PID    Reference Object                     Distance      Geod. Az  |
 MA2390|                                                           dddmmss.s |
 MA2390| MA2389 CLARPORT                            APPROX. 0.6 KM 0423254.0 |
 MA2390|---------------------------------------------------------------------|
 MA2390
 MA2390                          SUPERSEDED SURVEY CONTROL
 MA2390
 MA2390  NAD 83(1986)-  41 13 17.73266(N)    079 26 43.50643(W) AD(       ) 3
 MA2390  NGVD 29 (09/11/89)  438.9    (m)         1440.     (f) GPS OBS        
 MA2390
 MA2390.Superseded values are not recommended for survey control.
 MA2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2390.See file dsdata.txt to determine how the superseded data were derived.
 MA2390
 MA2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF3030664521(NAD 83)
 MA2390_MARKER: I = METAL ROD
 MA2390_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MA2390_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MA2390_STAMPING: CLARPORT AZ MK 1988
 MA2390_MARK LOGO: NGS   
 MA2390_PROJECTION: FLUSH
 MA2390_MAGNETIC: I = MARKER IS A STEEL ROD
 MA2390_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA2390+STABILITY: POSITION/ELEVATION WELL
 MA2390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA2390+SATELLITE: SATELLITE OBSERVATIONS - 1988
 MA2390_ROD/PIPE-DEPTH: 1.8  meters
 MA2390_SLEEVE-DEPTH  : 1.0 meters
 MA2390
 MA2390  HISTORY     - Date     Condition        Report By
 MA2390  HISTORY     - 1988     MONUMENTED       NGS
 MA2390
 MA2390                          STATION DESCRIPTION
 MA2390
 MA2390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 MA2390'THE STATION IS LOCATED ABOUT 4.6 KM (2.85 MI) WEST-NORTHWEST OF
 MA2390'CLARION, 3.5 KM (2.15 MI) SOUTHEAST OF SHIPPENVILLE, 2.0 KM (1.25 MI)
 MA2390'SOUTH OF U.S. HIGHWAY 322, AT THE CLARION COUNTY AIRPORT, IN THE
 MA2390'SOUTHWEST END OF THE GRASS STRIP BETWEEN THE PARALLEL TAXIWAY AND THE
 MA2390'SOUTHWEST END OF THE SINGLE ASPHALT RUNWAY.
 MA2390'OWNERSHIP--CLARION COUNTY AIRPORT AUTHORITY, C/O AIRPORT MANAGER
 MA2390'ROBERT S. SHEFFER, RD 2 BOX 425, SHIPPENVILLE PA 16254.  PHONE AIRPORT
 MA2390'814-226-9993, HOME 814-797-5458.
 MA2390'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 322 AND STATE
 MA2390'HIGHWAY 66, ABOUT 5.1 KM (3.15 MI) NORTHWEST OF CLARION, GO SOUTH FOR
 MA2390'2.7 KM (1.70 MI) ON HIGHWAY 66 TO A PAVED SIDE ROAD RIGHT.  TURN RIGHT
 MA2390'AND GO WEST FOR 0.1 KM (0.05 MI) ON THE PAVED ROAD TO A PAVED SIDE
 MA2390'ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST FOR 0.6 KM (0.35 MI)
 MA2390'ON THE PAVED ROAD TO A STOP SIGN AND AIRPORT OFFICE ON THE RIGHT.
 MA2390'CONTINUE STRAIGHT AHEAD AND GO NORTHWEST FOR 0.1 KM (0.05 MI) ON THE
 MA2390'RAMP AND MAIN CONNECTING TAXIWAY TO THE PARALLEL TAXIWAY.  TURN LEFT
 MA2390'AND GO SOUTHWEST FOR 0.6 KM (0.35 MI) ON THE PARALLEL TAXIWAY TO THE
 MA2390'STATION ON THE RIGHT JUST BEFORE THE CURVE IN THE TAXIWAY TO THE
 MA2390'RUNWAY.
 MA2390'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 MA2390'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 1.8 METERS IN A GREASE
 MA2390'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 MA2390'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 MA2390'67.0 M (219.8 FT) SOUTHEAST FROM THE CENTER OF THE RUNWAY, 35.0 M
 MA2390'(114.8 FT) EAST FROM THE EAST CORNER OF A 0.4 BY 0.6 METER METAL
 MA2390'ELECTRICAL BOX COVER ON THE NORTHEAST SIDE OF THE CONNECTING TAXIWAY,
 MA2390'26.5 M (86.9 FT) NORTHEAST FROM THE CENTER OF THE CONNECTING TAXIWAY,
 MA2390'AND 24.2 M (79.4 FT) NORTHWEST FROM THE CENTER OF THE PARALLEL
 MA2390'TAXIWAY.
 MA2390'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV7201 ***********************************************************************
 JV7201  DESIGNATION -  CLAUDETTE
 JV7201  PID         -  JV7201
 JV7201  STATE/COUNTY-  PA/ADAMS
 JV7201  USGS QUAD   -  EMMITSBURG (1985)
 JV7201
 JV7201                         *CURRENT SURVEY CONTROL
 JV7201  ___________________________________________________________________
 JV7201* NAD 83(1992)-  39 43 18.80266(N)    077 21 11.15309(W)     ADJUSTED  
 JV7201* NAVD 88     -       165.9    (meters)     544.     (feet)  GPS OBS   
 JV7201  ___________________________________________________________________
 JV7201  X           -   1,075,574.866 (meters)                     COMP
 JV7201  Y           -  -4,793,410.577 (meters)                     COMP
 JV7201  Z           -   4,054,367.381 (meters)                     COMP
 JV7201  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 JV7201  ELLIP HEIGHT-         132.51  (meters)          (08/30/02) GPS OBS
 JV7201  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JV7201
 JV7201  HORZ ORDER  -  FIRST
 JV7201  ELLP ORDER  -  FOURTH    CLASS I
 JV7201
 JV7201.The horizontal coordinates were established by GPS observations
 JV7201.and adjusted by the National Geodetic Survey in June 2002..
 JV7201
 JV7201.The orthometric height was determined by GPS observations and a
 JV7201.high-resolution geoid model.
 JV7201
 JV7201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JV7201
 JV7201.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV7201
 JV7201.The ellipsoidal height was determined by GPS observations
 JV7201.and is referenced to NAD 83.
 JV7201
 JV7201.The geoid height was determined by GEOID03.
 JV7201
 JV7201;                    North         East     Units Scale Factor Converg.
 JV7201;SPC PA S     -    43,220.044   634,031.324   MT  1.00003979   +0 15 27.0
 JV7201;SPC PA S     -   141,797.76  2,080,151.10   sFT  1.00003979   +0 15 27.0
 JV7201;SPC MD       -   228,210.047   369,723.918   MT  1.00005889   -0 13 17.8
 JV7201;SPC MD       -   748,719.13  1,213,002.55   sFT  1.00005889   -0 13 17.8
 JV7201;UTM  18      - 4,399,537.913   298,317.260   MT  1.00010080   -1 30 15.4
 JV7201
 JV7201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV7201!SPC PA S     -   0.99997921  x   1.00003979  =   1.00001900
 JV7201!SPC MD       -   0.99997921  x   1.00005889  =   1.00003810
 JV7201!UTM  18      -   0.99997921  x   1.00010080  =   1.00008001
 JV7201
 JV7201                          SUPERSEDED SURVEY CONTROL
 JV7201
 JV7201  ELLIP H (06/21/02)  132.50   (m)                       GP(       ) 4 1
 JV7201  NAD 83(1992)-  39 43 18.80219(N)    077 21 11.15265(W) AD(       ) 1
 JV7201  ELLIP H (02/09/94)  132.46   (m)                       GP(       ) 4 1
 JV7201
 JV7201.Superseded values are not recommended for survey control.
 JV7201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV7201.See file dsdata.txt to determine how the superseded data were derived.
 JV7201
 JV7201_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ9831799538(NAD 83)
 JV7201_MARKER: DD = SURVEY DISK
 JV7201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV7201_SP_SET: CONCRETE POST
 JV7201_STAMPING: CLAUDETTE 1993
 JV7201_MARK LOGO: MD-021
 JV7201_MAGNETIC: N = NO MAGNETIC MATERIAL
 JV7201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV7201+STABILITY: SURFACE MOTION
 JV7201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV7201+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JV7201
 JV7201  HISTORY     - Date     Condition        Report By
 JV7201  HISTORY     - 1993     MONUMENTED       GREOMA
 JV7201
 JV7201                          STATION DESCRIPTION
 JV7201
 JV7201'DESCRIBED BY GREENHORNE-OMARA 1993
 JV7201'FROM THE INTERSECTION OF MD RTE 15 AND MD RTE 140 ON THE EAST SIDE OF
 JV7201'EMMITSBURG, MD, PROCEED WEST ON RTE 140 TO THE MD-PENN STATE LINE AND
 JV7201'THE STATION ON THE RIGHT. STATION IS NORTHWEST OF A GRAVEL
 JV7201'TURN-AROUND, SOUTHWEST OF OLD ORCHARDS (DEAD TREES), 23 FEET (7.0 M)
 JV7201'NORTHEAST OF THE CENTERLINE OF THE MD RTE 140, 12 FEET (3.7 M) NORTH
 JV7201'OF THE NORTH END OF A STORM DRAIN INLET, AND 55 FEET (16.8 M)
 JV7201'SOUTHEAST OF POWER POLE P.E. SYSTEM NO. 6981. STATION IS A BRASS DISK
 JV7201'SET IN THE TOP OF AN 8 INCH ROUND CONCRETE MONUMENT SET FLUSH WITH
 JV7201'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1311 ***********************************************************************
 KW1311  DESIGNATION -  CLAY
 KW1311  PID         -  KW1311
 KW1311  STATE/COUNTY-  PA/DAUPHIN
 KW1311  USGS QUAD   -  HARRISBURG EAST (1987)
 KW1311
 KW1311                         *CURRENT SURVEY CONTROL
 KW1311  ___________________________________________________________________
 KW1311* NAD 83(1992)-  40 20 34.07851(N)    076 46 43.37395(W)     ADJUSTED  
 KW1311* NAVD 88     -       164.486  (meters)     539.65   (feet)  ADJUSTED  
 KW1311  ___________________________________________________________________
 KW1311  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 KW1311  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 KW1311  DYNAMIC HT  -         164.403 (meters)     539.38  (feet)  COMP
 KW1311  MODELED GRAV-     980,117.7   (mgal)                       NAVD 88
 KW1311
 KW1311  HORZ ORDER  -  SECOND
 KW1311  VERT ORDER  -  SECOND    CLASS 0
 KW1311
 KW1311.The horizontal coordinates were established by classical geodetic methods
 KW1311.and adjusted by the National Geodetic Survey in June 2002..
 KW1311
 KW1311.The orthometric height was determined by differential leveling
 KW1311.and adjusted by the National Geodetic Survey in June 1991..
 KW1311
 KW1311.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW1311
 KW1311.The geoid height was determined by GEOID03.
 KW1311
 KW1311.The dynamic height is computed by dividing the NAVD 88
 KW1311.geopotential number by the normal gravity value computed on the
 KW1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1311.degrees latitude (g = 980.6199 gals.).
 KW1311
 KW1311.The modeled gravity was interpolated from observed gravity values.
 KW1311
 KW1311;                    North         East     Units Scale Factor Converg.
 KW1311;SPC PA S     -   112,539.637   682,520.671   MT  0.99996126   +0 37 48.6
 KW1311;SPC PA S     -   369,223.79  2,239,236.57   sFT  0.99996126   +0 37 48.6
 KW1311;UTM  18      - 4,467,324.060   348,927.404   MT  0.99988095   -1 09 06.1
 KW1311
 KW1311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW1311!SPC PA S     -   0.99997958  x   0.99996126  =   0.99994084
 KW1311!UTM  18      -   0.99997958  x   0.99988095  =   0.99986053
 KW1311
 KW1311:                Primary Azimuth Mark                     Grid Az
 KW1311:SPC PA S     -  BOWER                                    043 05 46.2
 KW1311:UTM  18      -  BOWER                                    044 52 40.9
 KW1311
 KW1311|---------------------------------------------------------------------|
 KW1311| PID    Reference Object                     Distance      Geod. Az  |
 KW1311|                                                           dddmmss.s |
 KW1311| KW1316 BOWER                               APPROX. 3.6 KM 0434334.8 |
 KW1311| KW1310 CLAY RM 1                            52.420 METERS 07907     |
 KW1311| KW1312 CLAY RM 2                             7.966 METERS 25452     |
 KW1311| KW3113 ROCKVILLE TV STATION WHP MAST       APPROX. 7.7 KM 2720454.4 |
 KW1311|---------------------------------------------------------------------|
 KW1311
 KW1311                          SUPERSEDED SURVEY CONTROL
 KW1311
 KW1311  NAD 83(1986)-  40 20 34.07370(N)    076 46 43.37279(W) AD(       ) 2
 KW1311  NAD 27      -  40 20 33.75810(N)    076 46 44.47780(W) AD(       ) 2
 KW1311  NGVD 29 (??/??/??)  164.699  (m)          540.35   (f) ADJUSTED    2 0
 KW1311
 KW1311.Superseded values are not recommended for survey control.
 KW1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1311.See file dsdata.txt to determine how the superseded data were derived.
 KW1311
 KW1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK4892767324(NAD 83)
 KW1311_MARKER: DS = TRIANGULATION STATION DISK
 KW1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1311_STAMPING: CLAY 1960
 KW1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1311+STABILITY: SURFACE MOTION
 KW1311_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1311+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2004
 KW1311
 KW1311  HISTORY     - Date     Condition        Report By
 KW1311  HISTORY     - 1960     MONUMENTED       CGS
 KW1311  HISTORY     - 1960     GOOD             CGS
 KW1311  HISTORY     - 1965     MARK NOT FOUND   USN
 KW1311  HISTORY     - 1977     GOOD             NGS
 KW1311  HISTORY     - 1977     GOOD             NGS
 KW1311  HISTORY     - 19950618 MARK NOT FOUND   USPSQD
 KW1311  HISTORY     - 20040728 GOOD             GEOCAC
 KW1311
 KW1311                          STATION DESCRIPTION
 KW1311
 KW1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW1311'STATION IS LOCATED AT THE NORTH EDGE OF A SMALL GROVE OF PINE TREES,
 KW1311'ABOUT 3/4 MILE EAST OF LINGLESTOWN, 2 MILES NORTHEAST OF
 KW1311'PAXTONIA AND ON PROPERTY OWNED AND OCCUPIED BY MR. HARRY CLAY.
 KW1311'
 KW1311'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 22 AND STATE
 KW1311'HIGHWAY 72 WHICH IS ABOUT 7 MILES NORTH-NORTHWEST OF LEBANON.  GO
 KW1311'SOUTHWEST ON U.S. HIGHWAY 22 FOR 12.85 MILES TO THE JUNCTION WITH
 KW1311'STATE HIGHWAY 39.  TURN RIGHT AND GO WEST ON STATE HIGHWAY 39
 KW1311'FOR 4.8 MILES TO THE ST THOMAS UNITED CHURCH ON THE RIGHT AND WENRICH
 KW1311'ROAD LEFT.  TURN LEFT AND GO SOUTH ON WENRICH ROAD FOR 0.35 MILE
 KW1311'TO THE HOME OF HARRY CLAY AND STATION ON THE RIGHT HAND SIDE OF THE
 KW1311'ROAD.
 KW1311'
 KW1311'STATION MARK IS A STANDARD DISK, STAMPED CLAY 1960, SET IN THE TOP OF
 KW1311'A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 KW1311'SURFACE.  IT IS 187.5 FEET WEST OF THE CENTER OF WENRICH ROAD, 14.4
 KW1311'FEET SOUTH OF A EAST-WEST FENCELINE, 7.8 FEET NORTH OF THE NORTH
 KW1311'EDGE OF A SMALL GROVE OF SMALL PINE TREES AND 84 FEET NORTHWEST OF
 KW1311'THE NORTHWEST CORNER THE HOME OF MR. HARRY CLAY.
 KW1311'
 KW1311'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED CLAY NO 1 1960,
 KW1311'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 KW1311'THE GROUND SURFACE.  IT IS 16.5 FEET WEST OF THE CENTER OF WENRICH
 KW1311'ROAD, 30 FEET SOUTH OF THE EAST-WEST FENCELINE, 60 FEET EAST OF
 KW1311'THE EAST EDGE OF THE PINE TREES, 54 FEET NORTH OF POWERLINE POLE
 KW1311'NUMBER 50 40-5, 124 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 KW1311'CLAY HOME AND APPROXIMATELY 10 FOOT LOWER THAN THE STATION MARK.
 KW1311'
 KW1311'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED CLAY NO 2 1960,
 KW1311'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 KW1311'GROUND SURFACE.  IT IS 136 FEET SOUTH OF THE EAST-WEST FENCELINE, 7
 KW1311'FEET NORTH OF THE NORTH EDGE OF THE PINE TREES, 213 FEET WEST OF
 KW1311'THE CENTER OF WENRICH ROAD, 138 FEET NORTHWEST OF THE NORTHWEST
 KW1311'CORNER OF THE CLAY HOME AND APPROXIMATELY THE SAME ELEVATION AS
 KW1311'THE STATION MARK.
 KW1311'
 KW1311'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KW1311
 KW1311                          STATION RECOVERY (1960)
 KW1311
 KW1311'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KW1311'1.4 MI SE FROM LINGLESTOWN.
 KW1311'ABOUT 1.1 MILES EAST ALONG STATE HIGHWAY 39 FROM THE FLAG POLE
 KW1311'IN THE TRAFFIC CIRCLE AT THE CENTER OF LINGLESTOWN, THENCE 0.3
 KW1311'FEET SOUTH ALONG WENRICH STREET, ON THE PROPERTY OF MR. HARRY
 KW1311'CLAY, 187 1/2 FEET WEST OF THE CENTER LINE OF WENRICH STREET,
 KW1311'14 1/2 FEET SOUTH OF AN EAST-WEST FENCE LINE, 7 FEET NORTH OF
 KW1311'THE NORTH EDGE OF A SMALL GROVE OF PINE TREES, 84 FEET NORTHWEST
 KW1311'OF THE NORTHWEST CORNER OF THE RESIDENCE OF MR. CLAY, SET IN
 KW1311'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 10
 KW1311'FEET ABOVE THE LEVEL OF THE STREET.
 KW1311
 KW1311                          STATION RECOVERY (1965)
 KW1311
 KW1311'RECOVERY NOTE BY US NAVY 1965
 KW1311'RECOVERED GENERAL AREA OF STATION MARK BUT DID NOT SEARCH FOR MARK.
 KW1311
 KW1311                          STATION RECOVERY (1977)
 KW1311
 KW1311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KW1311'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 KW1311'AS PREVIOUSLY DESCRIBED.
 KW1311'
 KW1311'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTHEAST
 KW1311'OF PAXTONIA.
 KW1311
 KW1311                          STATION RECOVERY (1977)
 KW1311
 KW1311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KW1311'RECOVERED IN GOOD CONDITION.
 KW1311
 KW1311                          STATION RECOVERY (1995)
 KW1311
 KW1311'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW1311'MARK NOT FOUND.
 KW1311
 KW1311                          STATION RECOVERY (2004)
 KW1311
 KW1311'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1311'STATION MARK IS IN THE BACK LAWN OF THE SECOND HOUSE WEST ON WARREN
 KW1311'AVE. IT IS 84 FEET NORTHWEST OF THE NORTHWEST CORNER OF  A WHITE FRAME
 KW1311'HOUSE WITH A 'K' ON THE CHIMNEY, 9 FEET NORTHWEST OF THE MOST
 KW1311'NORTHEAST OF A LINE OF LARGE PINE TREES, 22.5 FEET NORTHEAST OF THE
 KW1311'SOUTHEAST CORNER OF A CHAIN LINK FENCE. IT IS 1 INCH BELOW GROUND
 KW1311'LEVEL.
 KW1311' 
 KW1311'REFERENCE MARK 1 IS AS DESCRIBED BUT REMOVE REFERENCE TO THE EAST-WEST
 KW1311'FENCE.
 KW1311' 
 KW1311'REFERENCE MARK 2 IS LOCATED IN THE BACK YARD OF THE THIRD HOUSE WEST
 KW1311'ON WARREN AVE, 7.5 FEET WEST NORTHWEST OF THE SOUTHEAST CORNER OF A
 KW1311'CHAINLINK FENCE, 2 INCHES BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1310 ***********************************************************************
 KW1310  DESIGNATION -  CLAY RM 1
 KW1310  PID         -  KW1310
 KW1310  STATE/COUNTY-  PA/DAUPHIN
 KW1310  USGS QUAD   -  HARRISBURG EAST (1987)
 KW1310
 KW1310                         *CURRENT SURVEY CONTROL
 KW1310  ___________________________________________________________________
 KW1310* NAD 83(1986)-  40 20 33.     (N)    076 46 43.     (W)     SCALED    
 KW1310* NAVD 88     -       162.129  (meters)     531.92   (feet)  ADJUSTED  
 KW1310  ___________________________________________________________________
 KW1310  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 KW1310  DYNAMIC HT  -         162.047 (meters)     531.65  (feet)  COMP
 KW1310  MODELED GRAV-     980,117.7   (mgal)                       NAVD 88
 KW1310
 KW1310  VERT ORDER  -  SECOND    CLASS 0
 KW1310
 KW1310.The horizontal coordinates were scaled from a topographic map and have
 KW1310.an estimated accuracy of +/- 6 seconds.
 KW1310
 KW1310.The orthometric height was determined by differential leveling
 KW1310.and adjusted by the National Geodetic Survey in June 1991..
 KW1310
 KW1310.The geoid height was determined by GEOID03.
 KW1310
 KW1310.The dynamic height is computed by dividing the NAVD 88
 KW1310.geopotential number by the normal gravity value computed on the
 KW1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1310.degrees latitude (g = 980.6199 gals.).
 KW1310
 KW1310.The modeled gravity was interpolated from observed gravity values.
 KW1310
 KW1310;                    North         East    Units  Estimated Accuracy
 KW1310;SPC PA S     -   112,510.      682,530.      MT  (+/- 180 meters Scaled)
 KW1310
 KW1310                          SUPERSEDED SURVEY CONTROL
 KW1310
 KW1310  NGVD 29 (??/??/??)  162.342  (m)          532.62   (f) ADJUSTED    2 0
 KW1310
 KW1310.Superseded values are not recommended for survey control.
 KW1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1310.See file dsdata.txt to determine how the superseded data were derived.
 KW1310
 KW1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK489672(NAD 83)
 KW1310_MARKER: DR = REFERENCE MARK DISK
 KW1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1310_STAMPING: CLAY NO 1 1960
 KW1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1310+STABILITY: SURFACE MOTION
 KW1310_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1310+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2003
 KW1310
 KW1310  HISTORY     - Date     Condition        Report By
 KW1310  HISTORY     - 1960     MONUMENTED       CGS
 KW1310  HISTORY     - 1977     GOOD             NGS
 KW1310  HISTORY     - 19950618 GOOD             USPSQD
 KW1310  HISTORY     - 19960427 GOOD             USPSQD
 KW1310  HISTORY     - 20030916 GOOD             HERBER
 KW1310
 KW1310                          STATION DESCRIPTION
 KW1310
 KW1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1310'1.4 MI SE FROM LINGLESTOWN.
 KW1310'ABOUT 1.1 MILES EAST ALONG STATE HIGHWAY 39 FROM THE FLAG POLE
 KW1310'IN THE TRAFFIC CIRCLE AT THE CENTER OF LINGLESTOWN, THENCE
 KW1310'0.3 MILE SOUTH ALONG WENRICH STREET, 172 FEET EAST OF THE
 KW1310'STATION, 16 1/2 FEET WEST OF THE CENTER LINE OF WENRICH STREET,
 KW1310'30 FEET SOUTH OF AN EAST-WEST FENCE LINE, 124 FEET NORTHEAST
 KW1310'OF THE NORTHEAST CORNER OF THE HARRY CLAY RESIDENCE, ABOUT
 KW1310'8 FEET LOWER THAN THE STATION, ABOUT 3 FEET ABOVE THE LEVEL
 KW1310'OF THE STREET AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 KW1310'THE GROUND.
 KW1310
 KW1310                          STATION RECOVERY (1977)
 KW1310
 KW1310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KW1310'RECOVERED IN GOOD CONDITION.
 KW1310
 KW1310                          STATION RECOVERY (1995)
 KW1310
 KW1310'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW1310'RECOVERED IN GOOD CONDITION.
 KW1310
 KW1310                          STATION RECOVERY (1996)
 KW1310
 KW1310'RECOVERY NOTE BY US POWER SQUADRON 1996
 KW1310'RECOVERED IN GOOD CONDITION.
 KW1310
 KW1310                          STATION RECOVERY (2003)
 KW1310
 KW1310'RECOVERY NOTE BY HERBERT, ROWLAND AND GRUBIC 2003 (EMO)
 KW1310'FROM THE FLAG POLE IN THE TRAFFIC CIRCLE AT THE CENTER OF LINGLESTOWN,
 KW1310'TRAVEL 1.1 MILES EAST ON PA ROUTE 39 TO WENRICH STREET.  TURN RIGHT
 KW1310'AND TRAVEL 0.3 MILE SOUTH, PASSING WARREN AVENUE ON THE RIGHT.
 KW1310'REFERENCE MARK IS ON THE RIGHT, AT THE TOP OF THE BANK BEYOND THE END
 KW1310'OF THE CONCRETE CURB FOR THE SUBDIVISION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1312 ***********************************************************************
 KW1312  DESIGNATION -  CLAY RM 2
 KW1312  PID         -  KW1312
 KW1312  STATE/COUNTY-  PA/DAUPHIN
 KW1312  USGS QUAD   -  HARRISBURG EAST (1987)
 KW1312
 KW1312                         *CURRENT SURVEY CONTROL
 KW1312  ___________________________________________________________________
 KW1312* NAD 83(1986)-  40 20 33.     (N)    076 46 43.     (W)     SCALED    
 KW1312* NAVD 88     -       164.678  (meters)     540.28   (feet)  ADJUSTED  
 KW1312  ___________________________________________________________________
 KW1312  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 KW1312  DYNAMIC HT  -         164.595 (meters)     540.01  (feet)  COMP
 KW1312  MODELED GRAV-     980,117.7   (mgal)                       NAVD 88
 KW1312
 KW1312  VERT ORDER  -  SECOND    CLASS 0
 KW1312
 KW1312.The horizontal coordinates were scaled from a topographic map and have
 KW1312.an estimated accuracy of +/- 6 seconds.
 KW1312
 KW1312.The orthometric height was determined by differential leveling
 KW1312.and adjusted by the National Geodetic Survey in June 1991..
 KW1312
 KW1312.The geoid height was determined by GEOID03.
 KW1312
 KW1312.The dynamic height is computed by dividing the NAVD 88
 KW1312.geopotential number by the normal gravity value computed on the
 KW1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1312.degrees latitude (g = 980.6199 gals.).
 KW1312
 KW1312.The modeled gravity was interpolated from observed gravity values.
 KW1312
 KW1312;                    North         East    Units  Estimated Accuracy
 KW1312;SPC PA S     -   112,510.      682,530.      MT  (+/- 180 meters Scaled)
 KW1312
 KW1312                          SUPERSEDED SURVEY CONTROL
 KW1312
 KW1312  NGVD 29 (??/??/??)  164.891  (m)          540.98   (f) ADJUSTED    2 0
 KW1312
 KW1312.Superseded values are not recommended for survey control.
 KW1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1312.See file dsdata.txt to determine how the superseded data were derived.
 KW1312
 KW1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK489672(NAD 83)
 KW1312_MARKER: DR = REFERENCE MARK DISK
 KW1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1312_STAMPING: CLAY NO 2 1960
 KW1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1312+STABILITY: SURFACE MOTION
 KW1312_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1312+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2004
 KW1312
 KW1312  HISTORY     - Date     Condition        Report By
 KW1312  HISTORY     - 1960     MONUMENTED       CGS
 KW1312  HISTORY     - 1977     GOOD             NGS
 KW1312  HISTORY     - 19950618 MARK NOT FOUND   USPSQD
 KW1312  HISTORY     - 20040728 GOOD             GEOCAC
 KW1312
 KW1312                          STATION DESCRIPTION
 KW1312
 KW1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1312'1.4 MI SE FROM LINGLESTOWN.
 KW1312'ABOUT 1.1 MILES EAST ALONG STATE HIGHWAY 39 FROM THE FLAG POLE
 KW1312'IN THE TRAFFIC CIRCLE AT THE CENTER OF LINGLESTOWN, THENCE 0.3
 KW1312'MILE SOUTH ALONG WENRICH STREET, 26.1 FEET SOUTHWEST OF THE
 KW1312'STATION, 13.6 FEET SOUTH OF AN EAST-WEST FENCE LINE, 213 FEET
 KW1312'WEST OF THE CENTER LINE OF WENRICH STREET, 138 FEET NORTHWEST
 KW1312'OF THE NORTHWEST CORNER OF THE RESIDENCE OF HARRY CLAY, SET
 KW1312'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KW1312
 KW1312                          STATION RECOVERY (1977)
 KW1312
 KW1312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KW1312'RECOVERED IN GOOD CONDITION.
 KW1312
 KW1312                          STATION RECOVERY (1995)
 KW1312
 KW1312'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW1312'MARK NOT FOUND.
 KW1312
 KW1312                          STATION RECOVERY (2004)
 KW1312
 KW1312'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1312'STATION MARK IS IN THE BACK LAWN OF THE THIRD HOUSE WEST ON WARREN
 KW1312'AVE.
 KW1312'7.5 FEET WEST NORTHWEST OF THE SOUTHEAST CORNER OF A CHAINLINK FENCE,
 KW1312'2 INCHES BELOW GROUND. THE EAST-WEST FENCE LINE IS GONE. THE RESIDENCE
 KW1312'REFERRED TO AS THAT OF HARRY CLAY IS A WHITE FRAME BUILDING WITH A 'K'
 KW1312'ON THE CHIMNEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3153 ***********************************************************************
 KY3153  DESIGNATION -  CLAYSVILLE
 KY3153  PID         -  KY3153
 KY3153  STATE/COUNTY-  PA/WASHINGTON
 KY3153  USGS QUAD   -  CLAYSVILLE (1977)
 KY3153
 KY3153                         *CURRENT SURVEY CONTROL
 KY3153  ___________________________________________________________________
 KY3153* NAD 83(1992)-  40 06 59.12392(N)    080 25 18.87409(W)     ADJUSTED  
 KY3153* NAVD 88     -       413.     (meters)    1355.     (feet)  SCALED    
 KY3153  ___________________________________________________________________
 KY3153  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 KY3153  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KY3153
 KY3153  HORZ ORDER  -  SECOND
 KY3153
 KY3153.The horizontal coordinates were established by classical geodetic methods
 KY3153.and adjusted by the National Geodetic Survey in June 2002..
 KY3153
 KY3153.The orthometric height was scaled from a topographic map.
 KY3153
 KY3153.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3153
 KY3153.The geoid height was determined by GEOID03.
 KY3153
 KY3153;                    North         East     Units Scale Factor Converg.
 KY3153;SPC PA S     -    90,395.456   372,263.431   MT  0.99997642   -1 44 00.7
 KY3153;SPC PA S     -   296,572.43  1,221,334.27   sFT  0.99997642   -1 44 00.7
 KY3153;UTM  17      - 4,440,839.330   549,261.871   MT  0.99962987   +0 22 21.0
 KY3153
 KY3153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3153!SPC PA S     -   0.99994053  x   0.99997642  =   0.99991695
 KY3153!UTM  17      -   0.99994053  x   0.99962987  =   0.99957042
 KY3153
 KY3153|---------------------------------------------------------------------|
 KY3153| PID    Reference Object                     Distance      Geod. Az  |
 KY3153|                                                           dddmmss.s |
 KY3153| CX3440 CLAYSVILLE RM 1                       8.191 METERS 06452     |
 KY3153| KY0425 RV 21                               APPROX. 0.9 KM 2560411.9 |
 KY3153| CX3441 CLAYSVILLE RM 2                       8.540 METERS 31918     |
 KY3153|---------------------------------------------------------------------|
 KY3153
 KY3153                          SUPERSEDED SURVEY CONTROL
 KY3153
 KY3153  NAD 83(1995)-  40 06 59.12388(N)    080 25 18.87401(W) AD(       ) 2
 KY3153  NAD 83(1986)-  40 06 59.12950(N)    080 25 18.88112(W) AD(       ) 2
 KY3153  NAD 27      -  40 06 58.87140(N)    080 25 19.64470(W) AD(       ) 2
 KY3153
 KY3153.Superseded values are not recommended for survey control.
 KY3153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3153.See file dsdata.txt to determine how the superseded data were derived.
 KY3153
 KY3153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE4926240839(NAD 83)
 KY3153_MARKER: DS = TRIANGULATION STATION DISK
 KY3153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3153
 KY3153  HISTORY     - Date     Condition        Report By
 KY3153  HISTORY     - 1960     MONUMENTED       CGS
 KY3153  HISTORY     - 1976     GOOD             LOCENG
 KY3153
 KY3153                          STATION DESCRIPTION
 KY3153
 KY3153'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KY3153'STATION IS LOCATED ON THE SOUTH END OF A LOW, LONG RIDGE, ABOUT
 KY3153'1/2 MILE WEST OF CLAYSVILLE, 1/4 MILE NORTH OF U.S. HIGHWAY 40
 KY3153'AND ON PROPERTY OWNED BY MR. CHARLES M. JOLLY OF TAYLORSVILLE.
 KY3153'
 KY3153'STATION IS REACHED FROM THE POST OFFICE IN CLAYSVILLE.  GO WEST ON
 KY3153'U.S. HIGHWAY 40 FOR 0.8 MILE TO A DIM ROAD RIGHT WHICH LEADS TO AN
 KY3153'OLD GAS WELL.  TURN RIGHT AND FOLLOW THE DIM ROAD FOR 0.15 MILE TO
 KY3153'THE OLD GAS WELL, PASS TO THE RIGHT OF THE WELL AND CONTINUE
 KY3153'UPHILL, THROUGH SMALL AMOUNT OF BRUSH, FOR 0.22 MILE, TOP OF RIDGE
 KY3153'AND STATION.
 KY3153'
 KY3153'STATION MARK IS A STANDARD DISK, STAMPED CLAYSVILLE 1960, SET IN
 KY3153'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KY3153'GROUND SURFACE.  IT IS ABOUT 350 FEET SOUTH OF THE HIGHEST POINT
 KY3153'OF THE HILL, 97 FEET WEST-NORTHWEST OF A FENCE CORNER, 20.7 FEET
 KY3153'NORTHWEST OF A 3-INCH OAK TREE AND 34.2 FEET NORTHWEST OF THE
 KY3153'NORTHWEST CORNER OF AN OLD BURIAL PLOT.
 KY3153'
 KY3153'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED CLAYSVILLE NO
 KY3153'1 1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS
 KY3153'FLUSH WITH THE GROUND SURFACE.  IT IS 22.3 FEET NORTH-NORTHEAST OF
 KY3153'THE 3-INCH OAK TREE AND 26.3 FEET NORTH OF THE NORTHWEST CORNER OF
 KY3153'THE BURIAL PLOT.
 KY3153'
 KY3153'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED CLAYSVILLE NO
 KY3153'2 1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS
 KY3153'FLUSH WITH THE GROUND SURFACE.  IT IS 49.2 FEET NORTH-NORTHWEST OF
 KY3153'THE 3-INCH OAK TREE AND 61.0 FEET NORTH-NORTHWEST OF THE NORTHWEST
 KY3153'CORNER OF THE BURIAL PLOT.
 KY3153'
 KY3153'A TRAVERSE CONNECTION WAS MADE TO BENCH MARK RV 21.  THE DISTANCE
 KY3153'IS 945.261 METERS.
 KY3153'
 KY3153'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KY3153
 KY3153                          STATION RECOVERY (1976)
 KY3153
 KY3153'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (VRP)
 KY3153'REF 1 CLAYSVILLE 1960 RECOVERED GOOD.
 KY3153'
 KY3153'REF 2 CLAYSVILLE 1960 RECOVERED GOOD.
 KY3153'
 KY3153'CLAYSVILLE 1960 RECOVERED GOOD.
 KY3153'
 KY3153'DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MI WEST OF
 KY3153'CLAYSVILLE, PA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3156 ***********************************************************************
 KY3156  DESIGNATION -  CLAYSVILLE
 KY3156  PID         -  KY3156
 KY3156  STATE/COUNTY-  PA/WASHINGTON
 KY3156  USGS QUAD   -  CLAYSVILLE (1977)
 KY3156
 KY3156                         *CURRENT SURVEY CONTROL
 KY3156  ___________________________________________________________________
 KY3156* NAD 83(1992)-  40 06 19.89055(N)    080 23 53.55194(W)     ADJUSTED  
 KY3156* NAVD 88     -       458.     (meters)    1503.     (feet)  SCALED    
 KY3156  ___________________________________________________________________
 KY3156  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 KY3156  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 KY3156
 KY3156  HORZ ORDER  -  THIRD
 KY3156
 KY3156.The horizontal coordinates were established by classical geodetic methods
 KY3156.and adjusted by the National Geodetic Survey in June 2002..
 KY3156
 KY3156.The orthometric height was scaled from a topographic map.
 KY3156
 KY3156.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3156
 KY3156.The geoid height was determined by GEOID03.
 KY3156
 KY3156;                    North         East     Units Scale Factor Converg.
 KY3156;SPC PA S     -    89,125.084   374,246.630   MT  0.99997754   -1 43 05.3
 KY3156;SPC PA S     -   292,404.55  1,227,840.82   sFT  0.99997754   -1 43 05.3
 KY3156;UTM  17      - 4,439,643.106   551,289.711   MT  0.99963238   +0 23 15.7
 KY3156
 KY3156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3156!SPC PA S     -   0.99993346  x   0.99997754  =   0.99991100
 KY3156!UTM  17      -   0.99993346  x   0.99963238  =   0.99956587
 KY3156
 KY3156:                Primary Azimuth Mark                     Grid Az
 KY3156:SPC PA S     -  WHEELER                                  079 38 54.3
 KY3156:UTM  17      -  WHEELER                                  077 32 33.3
 KY3156
 KY3156|---------------------------------------------------------------------|
 KY3156| PID    Reference Object                     Distance      Geod. Az  |
 KY3156|                                                           dddmmss.s |
 KY3156| KY3134 WHEELER                             APPROX.13.6 KM 0775549.0 |
 KY3156|---------------------------------------------------------------------|
 KY3156
 KY3156                          SUPERSEDED SURVEY CONTROL
 KY3156
 KY3156  NAD 83(1995)-  40 06 19.89049(N)    080 23 53.55183(W) AD(       ) 3
 KY3156  NAD 83(1986)-  40 06 19.89613(N)    080 23 53.55946(W) AD(       ) 3
 KY3156  NAD 27      -  40 06 19.63793(N)    080 23 54.32777(W) AD(       ) 3
 KY3156
 KY3156.Superseded values are not recommended for survey control.
 KY3156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3156.See file dsdata.txt to determine how the superseded data were derived.
 KY3156
 KY3156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE5129039643(NAD 83)
 KY3156_MARKER: DD = SURVEY DISK
 KY3156_SETTING: 0 = UNSPECIFIED SETTING
 KY3156_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3156
 KY3156  HISTORY     - Date     Condition        Report By
 KY3156  HISTORY     - 1900     MONUMENTED       USGS
 KY3156
 KY3156                          STATION DESCRIPTION
 KY3156
 KY3156'DESCRIBED BY US GEOLOGICAL SURVEY 1900 (DHB)
 KY3156'ON CONE-SHAPED HILL 1.0 MI S. OF CLAYSVILLE, ON CULTIVATED LAND
 KY3156'BELONGING TO MR. J. MOSIER.
 KY3156'
 KY3156'STATION MARK--  MARBLE POST 38 BY 6 BY 6-IN., SET 34 IN. IN
 KY3156'GROUND, IN CENTER OF TOP OF WHICH IS CEMENTED A STANDARD
 KY3156'TRIANGULATION DISK MARKED---U S GEOLOGICAL SURVEY-PENNSYLVANIA---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2391 ***********************************************************************
 MA2391  FBN         -  This is a Federal Base Network Control Station.
 MA2391  DESIGNATION -  CLEAPORT
 MA2391  PID         -  MA2391
 MA2391  STATE/COUNTY-  PA/CLEARFIELD
 MA2391  USGS QUAD   -  CLEARFIELD (1981)
 MA2391
 MA2391                         *CURRENT SURVEY CONTROL
 MA2391  ___________________________________________________________________
 MA2391* NAD 83(1992)-  41 02 54.20930(N)    078 24 49.93388(W)     ADJUSTED  
 MA2391* NAVD 88     -       461.6    (meters)    1514.     (feet)  GPS OBS   
 MA2391  ___________________________________________________________________
 MA2391  X           -     967,527.781 (meters)                     COMP
 MA2391  Y           -  -4,719,227.679 (meters)                     COMP
 MA2391  Z           -   4,166,759.419 (meters)                     COMP
 MA2391  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 MA2391  ELLIP HEIGHT-         429.17  (meters)          (03/28/01) GPS OBS
 MA2391  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 MA2391
 MA2391  HORZ ORDER  -  B
 MA2391  ELLP ORDER  -  THIRD     CLASS II
 MA2391
 MA2391.The horizontal coordinates were established by GPS observations
 MA2391.and adjusted by the National Geodetic Survey in April 1993..
 MA2391
 MA2391.The orthometric height was determined by GPS observations and a
 MA2391.high-resolution geoid model.
 MA2391
 MA2391.Photographs are available for this station.
 MA2391
 MA2391.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MA2391
 MA2391.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2391
 MA2391.The ellipsoidal height was determined by GPS observations
 MA2391.and is referenced to NAD 83.
 MA2391
 MA2391.The geoid height was determined by GEOID03.
 MA2391
 MA2391;                    North         East     Units Scale Factor Converg.
 MA2391;SPC PA N     -    98,132.639   544,187.807   MT  0.99997746   -0 26 21.0
 MA2391;SPC PA N     -   321,956.83  1,785,389.50   sFT  0.99997746   -0 26 21.0
 MA2391;UTM  17      - 4,547,351.384   717,348.585   MT  1.00018145   +1 41 56.3
 MA2391
 MA2391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2391!SPC PA N     -   0.99993269  x   0.99997746  =   0.99991015
 MA2391!UTM  17      -   0.99993269  x   1.00018145  =   1.00011412
 MA2391
 MA2391:                Primary Azimuth Mark                     Grid Az
 MA2391:SPC PA N     -  CLEAPORT AZ MK                           106 54 37.3
 MA2391:UTM  17      -  CLEAPORT AZ MK                           104 46 20.0
 MA2391
 MA2391|---------------------------------------------------------------------|
 MA2391| PID    Reference Object                     Distance      Geod. Az  |
 MA2391|                                                           dddmmss.s |
 MA2391| MA2392 CLEAPORT AZ MK                      495.874 METERS 1062816.3 |
 MA2391|---------------------------------------------------------------------|
 MA2391
 MA2391                          SUPERSEDED SURVEY CONTROL
 MA2391
 MA2391  ELLIP H (04/16/93)  429.15   (m)                       GP(       ) 4 1
 MA2391  NAD 83(1986)-  41 02 54.20845(N)    078 24 49.92311(W) AD(       ) 3
 MA2391  NGVD 29 (05/23/95)  461.7    (m)         1515.     (f) GPS OBS        
 MA2391
 MA2391.Superseded values are not recommended for survey control.
 MA2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2391.See file dsdata.txt to determine how the superseded data were derived.
 MA2391
 MA2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF1734947351(NAD 83)
 MA2391_MARKER: Z = SEE DESCRIPTION
 MA2391_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MA2391+WITH SETTING: INFORMATION.
 MA2391_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MA2391_STAMPING: CLEAPORT
 MA2391_MARK LOGO: NGS   
 MA2391_PROJECTION: FLUSH
 MA2391_MAGNETIC: N = NO MAGNETIC MATERIAL
 MA2391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA2391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA2391+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2002
 MA2391_ROD/PIPE-DEPTH: 1.7  meters
 MA2391_SLEEVE-DEPTH  : 1.0 meters
 MA2391
 MA2391  HISTORY     - Date     Condition        Report By
 MA2391  HISTORY     - 19880101 MONUMENTED       NGS
 MA2391  HISTORY     - 19920825 GOOD             NGS
 MA2391  HISTORY     - 19931031 GOOD             NOS
 MA2391  HISTORY     - 20000323 GOOD             NGS
 MA2391  HISTORY     - 20001001 GOOD             PADT
 MA2391  HISTORY     - 20020306 GOOD             NGS
 MA2391
 MA2391                          STATION DESCRIPTION
 MA2391
 MA2391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 MA2391'THE STATION IS LOCATED ABOUT 3.4 KM (2.10 MI) NORTHEAST OF CLEARFIELD,
 MA2391'1.8 KM (1.10 MI) NORTHWEST OF STATE HIGHWAY 879, 0.5 KM (0.30 MI)
 MA2391'NORTHEAST OF INTERSTATE HIGHWAY 80, AT THE CLEARFIELD-LAWRENCE
 MA2391'AIRPORT, IN THE SOUTH ANGLE OF THE JUNCTION OF THE MAIN CONNECTING
 MA2391'TAXIWAY AND THE SINGLE ASPHALT RUNWAY.
 MA2391'OWNERSHIP--CLEARFIELD-LAWRENCE TOWNSHIP JOINT AIRPORT AUTHORTIY, C/O
 MA2391'AIRPORT AUTHORITY CHAIRMAN ROBERT PENOYER, P.O. BOX 901, CLEARFIELD PA
 MA2391'16830.  PHONE 814-765-8882.  AIRPORT MANAGER BOB ASHCRAFT, PHONE
 MA2391'814-765-8299.
 MA2391'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 322 AND STATE
 MA2391'HIGHWAY 879 IN NORTHEAST CLEARFIELD, GO NORTHEAST FOR 0.8 KM
 MA2391'(0.50 MI) ON HIGHWAY 879 TO A PAVED CROSSROAD.  TURN LEFT AND GO
 MA2391'WESTERLY FOR 2.8 KM (1.75 MI) ON RIVER ROAD TO A PAVED ROAD ON THE
 MA2391'RIGHT.  TURN RIGHT AND GO NORTH FOR 2.3 KM (1.45 MI) ON MT. JOY ROAD
 MA2391'TO A PAVED SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST FOR 0.8 KM
 MA2391'(0.50 MI) ON THE PAVED ROAD TO A GRAVEL SIDE ROAD ON THE RIGHT, JUST
 MA2391'AFTER CROSSING INTERSTATE 80.  TURN RIGHT AND GO SOUTHEAST FOR 0.2 KM
 MA2391'(0.10 MI) ON THE GRAVEL ROAD TO A FORK.  BEAR RIGHT AND GO SOUTHEAST
 MA2391'FOR 1.0 KM (0.60 MI) ON THE GRAVEL AIRPORT ROAD TO A GRAVEL ROAD ON
 MA2391'THE LEFT JUST PAST THE FIRST AIRPORT BUILDING.  TURN LEFT AND GO EAST
 MA2391'FOR 0.1 KM (0.05 MI) ON THE GRAVEL ROAD AND THE PAVED APRON TO THE
 MA2391'MAIN CONNECTING TAXIWAY ON THE LEFT.  TURN LEFT AND GO NORTHEAST FOR
 MA2391'0.1 KM (0.05 MI) ON THE MAIN CONNECTING TAXIWAY TO THE STATION ON THE
 MA2391'RIGHT AT THE HOLDING LINE ON THE TAXIWAY AND JUST BEFORE REACHING THE
 MA2391'RUNWAY.
 MA2391'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 MA2391'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 1.7 METERS IN A GREASE
 MA2391'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 MA2391'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 MA2391'48.2 M (158.1 FT) NORTHEAST FROM THE NORTHEAST EDGE OF THE ASPHALT
 MA2391'APRON, 43.1 M (141.4 FT) SOUTHWEST FROM THE CENTER OF THE RUNWAY, 36.2
 MA2391'M (118.8 FT) WEST FROM THE FIRST WHITE RUNWAY LIGHT ON THE SOUTHWEST
 MA2391'SIDE OF THE RUNWAY SOUTHEAST FROM THE MAIN CONNECTING TAXIWAY, AND
 MA2391'22.5 M (73.8 FT) SOUTHEAST FROM THE CENTER OF THE MAIN CONNECTING
 MA2391'TAXIWAY.
 MA2391'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 MA2391
 MA2391                          STATION RECOVERY (1992)
 MA2391
 MA2391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MA2391'THE STATION IS LOCATED ABOUT 3.4 KM (2.10 MI) NORTHEAST OF CLEARFIELD,
 MA2391'1.8 KM (1.10 MI) NORTHWEST OF STATE HIGHWAY 879, 0.5 KM (0.30 MI)
 MA2391'NORTHEAST OF INTERSTATE HIGHWAY 80, AT THE CLEARFIELD-LAWRENCE
 MA2391'AIRPORT, IN THE SOUTH ANGLE OF THE JUNCTION OF THE MAIN CONNECTING
 MA2391'TAXIWAY AND THE SINGLE ASPHALT RUNWAY.
 MA2391'OWNERSHIP--CLEARFIELD-LAWRENCE TOWNSHIP JOINT AIRPORT AUTHORITY, C/O
 MA2391'AIRPORT AUTHORITY CHAIRMAN ROBERT PENOYER, P.O. BOX 901, CLEARFIELD
 MA2391'PA 16830, PHONE 814-765-8882, AIRPORT MANAGER BOB ASHCRAFT, PHONE
 MA2391'814-765-8299.
 MA2391'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 322 AND STATE
 MA2391'HIGHWAY 879 IN NORTHEAST CLEARFIELD, GO NORTHEAST FOR 0.8 KM
 MA2391'(0.50 MI) ON HIGHWAY 879 TO A PAVED CROSSROAD.  TURN LEFT AND GO
 MA2391'WESTERLY FOR 2.8 KM (1.75 MI) ON RIVER ROAD TO A PAVED ROAD ON THE
 MA2391'RIGHT.  TURN RIGHT AND GO NORTH FOR 2.3 KM (1.40 MI) ON MT. JOY ROAD
 MA2391'TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST FOR 0.8 KM
 MA2391'(0.50 MI) ON THE PAVED ROAD TO A GRAVEL ROAD RIGHT, JUST AFTER
 MA2391'CROSSING INTERSTATE HIGHWAY 80.  TURN RIGHT AND GO SOUTHEAST FOR 0.2
 MA2391'KM (0.10 MI) ON THE GRAVEL ROAD TO A FORK.  BEAR RIGHT AND GO
 MA2391'SOUTHEAST FOR 1.0 KM (0.60 MI) ON THE GRAVEL AIRPORT ROAD TO A GRAVEL
 MA2391'ROAD ON THE LEFT, JUST PAST THE FIRST AIRPORT BUILDING.  TURN LEFT
 MA2391'AND GO EAST FOR 0.1 KM (0.05 MI) ON THE GRAVEL ROAD AND THE PAVED
 MA2391'APRON TO THE MAIN CONNECTING TAXIWAY ON THE LEFT.  TURN LEFT AND GO
 MA2391'NORTHEAST FOR 0.1 KM (0.05 MI) ON THE MAIN CONNECTING TAXIWAY TO THE
 MA2391'STATION ON THE RIGHT, AT THE HOLDING LINE ON THE MAIN TAXIWAY AND
 MA2391'JUST BEFORE REACHING THE RUNWAY.
 MA2391'LOCATED 48.2 M (158.1 FT) NORTHEAST FROM THE NORTHEAST EDGE OF THE
 MA2391'ASPHALT APRON, 43.1 M (141.4 FT) SOUTHWEST FROM THE CENTER OF THE
 MA2391'RUNWAY, 36.2 M (118.8 FT) WEST FROM THE FIRST WHITE RUNWAY LIGHT ON
 MA2391'THE SOUTHWEST SIDE OF THE RUNWAY SOUTHEAST FROM THE MAIN CONNECTING
 MA2391'TAXIWAY AND 22.5 M (73.8 FT) SOUTHEAST FROM THE CENTER OF THE MAIN
 MA2391'CONNECTING TAXIWAY.
 MA2391
 MA2391                          STATION RECOVERY (1993)
 MA2391
 MA2391'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 MA2391'RECOVERED AS DESCRIBED BY NGS IN 1992.
 MA2391
 MA2391                          STATION RECOVERY (2000)
 MA2391
 MA2391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 MA2391'THE STATION IS LOCATED ABOUT 6.44 KM (4.00 MI) NORTHEAST OF
 MA2391'CLEARFIELD, ABOUT 2.74 KM (1.70 MI) NORTHEAST OF INTERSTATE HIGHWAY 80
 MA2391'(EXIT 19), ON A HIGH HILL AT THE CLEARFIELD-LAWRENCE AIRPORT, ON THE
 MA2391'SOUTHEAST SIDE OF THE MAIN CONNECTING TAXIWAY, JUST BEFORE REACHING
 MA2391'THE RUNWAY.  OWNERSHIP--CLEARFIELD-LAWRENCE JOINT TOWNSHIP. AIRPORT
 MA2391'MANAGER IS MR. DICK SHEFER.  CONTACT HIM ONE DAY IN ADVANCE BEFORE
 MA2391'OCCUPYING THIS STATION, PHONE 814-768-7712.  TO REACH THE STATION FROM
 MA2391'THE JUNCTION OF INTERSTATE HIGHWAY 80 (EXIT 19) AND STATE HIGHWAY 879,
 MA2391'LOCATED ABOUT 4.82 KM (3.00 MI) NORTHEAST OF CLEARFIELD, GO NORTHEAST
 MA2391'ON HIGHWAY 879 FOR 0.8 KM (0.50 MI) TO THE JUNCTION OF AIRPORT ROAD ON
 MA2391'THE RIGHT.  TURN RIGHT, NORTHWESTERLY AND UPHILL FOR 1.93 KM (1.20 MI)
 MA2391'TO A ROAD ON THE RIGHT LEADING TO THE AIRPORT OFFICE.  TURN RIGHT,
 MA2391'NORTHEAST TO THE AIRPORT OFFICE ON THE LEFT AND GATE STRAIGHT AHEAD.
 MA2391'PASS THROUGH THE GATE AND TURN LEFT, NORTHWEST TO THE APRON.  CONTINUE
 MA2391'AHEAD TO THE MAIN CONNECTING TAXIWAY.  TURN RIGHT ONTO THE TAXIWAY FOR
 MA2391'ABOUT 48.77 M (160.01 FT) TO THE STATION ON THE RIGHT.  THE STATION IS
 MA2391'A PUNCH MARK ON THE TOP OF A STAINLESS STEEL ROD IN A GREASE-FILLED
 MA2391'SLEEVE, ENCASED IN A 13 CM PVC PIPE WITH AN NGS LOGO CAP SURROUNDED BY
 MA2391'CONCRETE AND FLUSH WITH GROUND.  LOCATED 53.40 M (175.20 FT) NORTH OF
 MA2391'THE EAST CORNER OF THE APRON, 48.2 M (158.1 FT) NORTHEAST OF THE
 MA2391'NORTHEAST EDGE OF THE APRON, 43.13 M (141.50 FT) SOUTHWEST OF THE
 MA2391'CENTER OF THE RUNWAY AND 22.5 M (73.8 FT) SOUTHEAST OF THE CENTER OF
 MA2391'THE TAXIWAY.
 MA2391
 MA2391                          STATION RECOVERY (2000)
 MA2391
 MA2391'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (CH)
 MA2391'RECOVERED AS DESCRIBED
 MA2391'
 MA2391
 MA2391                          STATION RECOVERY (2002)
 MA2391
 MA2391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 MA2391'THE STATION IS LOCATED ABOUT 4.0 MI NORTHEAST OF CLEARFIELD AT THE
 MA2391'CLEARFIELD-LAWRENCE
 MA2391'AIRPORT IN A GRASSY AREA ABOUT MIDFIELD AND ALONG THE SOUTHWEST EDGE
 MA2391'OF THE RUNWAY.
 MA2391'OWNERSHIP--CLEARFIELD-LAWRENCE JOINT TOWNSHIP, AIRPORT MANAGER IS
 MA2391'RICHARD SHAFFER.
 MA2391'THE PHONE NUMBER IS (814) 768-7710.
 MA2391'TO REACH THE STATION FROM THE JUNCTION OF US INTERSTATE HIGHWAY 80
 MA2391'(EXIT 20) AND STATE
 MA2391'HIGHWAY 879 ABOUT 3.0 MI NORTHEAST OF CLEARFIELD,  GO NORTHEAST ON THE
 MA2391'STATE HIGHWAY
 MA2391'FOR 0.5 MI TO THE JUNCTION OF AIRPORT ROAD ON THE LEFT, TURN LEFT AND
 MA2391'GO NORTHWESTERLY
 MA2391'ON THE ROAD FOR 1.2 MI TO THE AIRPORT ENTRANCE DRIVE ON THE RIGHT,
 MA2391'TURN RIGHT AND GO
 MA2391'NORTHWEST FOR 0.5 MI ON THE DRIVE TO AN AIRFIELD PERIMETER GATE AND
 MA2391'THE STATION ON THE
 MA2391'LEFT, PASS THRU THE GATE AND GO NORTHERLY FOR 0.5 MI ACROSS THE RAMP
 MA2391'AND ON A
 MA2391'CONNECTING TAXIWAY TO THE STATION ON THE RIGHT JUST BEFORE REACHING
 MA2391'THE RUNWAY.
 MA2391'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD IN A GREASE
 MA2391'FILLED SLEEVE  LOCATED
 MA2391'175.2 FT NORTH OF THE EAST CORNER OF THE RAMP, 158.1 FT NORTHEAST OF
 MA2391'THE NORTHEAST EDGE
 MA2391'OF THE RAMP, 141.5 FT SOUTHWEST OF THE CENTER OF THE RUNWAY, AND 73.8
 MA2391'FT SOUTHEAST OF
 MA2391'THE CENTER OF THE TAXIWAY.  NOTE--ACCESS TO THE MARK IS HAD THRU A NGS
 MA2391'LOGO CAP.
 MA2391'NOTE--THIS IS A FBN STATION.
 MA2391'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2392 ***********************************************************************
 MA2392  DESIGNATION -  CLEAPORT AZ MK
 MA2392  PID         -  MA2392
 MA2392  STATE/COUNTY-  PA/CLEARFIELD
 MA2392  USGS QUAD   -  CLEARFIELD (1981)
 MA2392
 MA2392                         *CURRENT SURVEY CONTROL
 MA2392  ___________________________________________________________________
 MA2392* NAD 83(1992)-  41 02 49.65116(N)    078 24 29.57251(W)     ADJUSTED  
 MA2392* NAVD 88     -       460.5    (meters)    1511.     (feet)  VERTCON   
 MA2392  ___________________________________________________________________
 MA2392  X           -     968,012.024 (meters)                     COMP
 MA2392  Y           -  -4,719,221.802 (meters)                     COMP
 MA2392  Z           -   4,166,652.651 (meters)                     COMP
 MA2392  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 MA2392  ELLIP HEIGHT-         428.08  (meters)          (06/21/02) GPS OBS
 MA2392  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 MA2392
 MA2392  HORZ ORDER  -  THIRD
 MA2392  ELLP ORDER  -  FOURTH    CLASS I
 MA2392
 MA2392.The horizontal coordinates were established by GPS observations
 MA2392.and adjusted by the National Geodetic Survey in June 2002..
 MA2392
 MA2392.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2392
 MA2392.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MA2392
 MA2392.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2392
 MA2392.The ellipsoidal height was determined by GPS observations
 MA2392.and is referenced to NAD 83.
 MA2392
 MA2392.The geoid height was determined by GEOID03.
 MA2392
 MA2392;                    North         East     Units Scale Factor Converg.
 MA2392;SPC PA N     -    97,988.405   544,662.228   MT  0.99997760   -0 26 07.6
 MA2392;SPC PA N     -   321,483.63  1,786,945.99   sFT  0.99997760   -0 26 07.6
 MA2392;UTM  17      - 4,547,224.924   717,828.156   MT  1.00018402   +1 42 09.5
 MA2392
 MA2392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2392!SPC PA N     -   0.99993286  x   0.99997760  =   0.99991046
 MA2392!UTM  17      -   0.99993286  x   1.00018402  =   1.00011686
 MA2392
 MA2392:                Primary Azimuth Mark                     Grid Az
 MA2392:SPC PA N     -  CLEAPORT                                 286 54 37.3
 MA2392:UTM  17      -  CLEAPORT                                 284 46 20.2
 MA2392
 MA2392|---------------------------------------------------------------------|
 MA2392| PID    Reference Object                     Distance      Geod. Az  |
 MA2392|                                                           dddmmss.s |
 MA2392| MA2391 CLEAPORT                            495.874 METERS 2862829.7 |
 MA2392|---------------------------------------------------------------------|
 MA2392
 MA2392                          SUPERSEDED SURVEY CONTROL
 MA2392
 MA2392  NAD 83(1986)-  41 02 49.65106(N)    078 24 29.56491(W) AD(       ) 3
 MA2392  NGVD 29 (09/11/89)  460.7    (m)         1511.     (f) GPS OBS        
 MA2392
 MA2392.Superseded values are not recommended for survey control.
 MA2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2392.See file dsdata.txt to determine how the superseded data were derived.
 MA2392
 MA2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF1782847225(NAD 83)
 MA2392_MARKER: I = METAL ROD
 MA2392_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MA2392_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MA2392_STAMPING: CLEAPORT AZ MK 1988
 MA2392_MARK LOGO: NGS   
 MA2392_PROJECTION: FLUSH
 MA2392_MAGNETIC: I = MARKER IS A STEEL ROD
 MA2392_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA2392+STABILITY: POSITION/ELEVATION WELL
 MA2392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA2392+SATELLITE: SATELLITE OBSERVATIONS - 1988
 MA2392_ROD/PIPE-DEPTH: 2.2  meters
 MA2392_SLEEVE-DEPTH  : 1.0 meters
 MA2392
 MA2392  HISTORY     - Date     Condition        Report By
 MA2392  HISTORY     - 1988     MONUMENTED       NGS
 MA2392
 MA2392                          STATION DESCRIPTION
 MA2392
 MA2392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 MA2392'THE STATION IS LOCATED ABOUT 3.4 KM (2.10 MI) NORTHEAST OF CLEARFIELD,
 MA2392'1.6 KM (1.00 MI) NORTHWEST OF STATE HIGHWAY 879, 0.5 KM (0.30 MI)
 MA2392'NORTHEAST OF INTERSTATE HIGHWAY 80, AT THE CLEARFIELD-LAWRENCE
 MA2392'AIRPORT, AT THE SOUTH CORNER OF THE SINGLE ASPHALT RUNWAY.
 MA2392'OWNERSHIP--CLEARFIELD-LAWRENCE TOWNSHIP JOINT AIRPORT AUTHORITY, C/O
 MA2392'AIRPORT AUTHORITY CHAIRMAN ROBERT PENOYER, P.O. BOX 901, CLEARFIELD PA
 MA2392'16830.  PHONE 814-765-8882.  AIRPORT MANAGER IS BOB ASHCRAFT, PHONE
 MA2392'814-765-8299.
 MA2392'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 322 AND STATE
 MA2392'HIGHWAY 879 IN NORTHEAST CLEARFIELD, GO NORTHEAST FOR 0.8 KM
 MA2392'(0.50 MI) ON HIGHWAY 879 TO A PAVED CROSSROAD.  TURN LEFT AND GO
 MA2392'WESTERLY FOR 2.8 KM (1.75 MI) ON RIVER ROAD TO A PAVED SIDE ROAD ON
 MA2392'THE RIGHT.  TURN RIGHT AND GO NORTH FOR 2.3 KM (1.45 MI) ON MT. JOY
 MA2392'ROAD TO A PAVED SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST FOR
 MA2392'0.8 KM (0.50 MI) ON THE PAVED ROAD TO A GRAVEL ROAD ON THE RIGHT JUST
 MA2392'AFTER CROSSING INTERSTATE 80.  TURN RIGHT AND GO SOUTHEAST FOR 0.2 KM
 MA2392'(0.10 MI) ON THE GRAVEL ROAD TO A FORK.  BEAR RIGHT AND GO SOUTHEAST
 MA2392'FOR 1.0 KM (0.60 MI) ON THE GRAVEL AIRPORT ROAD TO A GRAVEL ROAD ON
 MA2392'THE LEFT JUST PAST THE FIRST AIRPORT BUILDING.  TURN LEFT AND GO EAST
 MA2392'FOR 0.1 KM (0.05 MI) ON THE GRAVEL ROAD AND THE PAVED APRON TO THE
 MA2392'MAIN CONNECTING TAXIWAY ON THE LEFT.  TURN LEFT AND GO NORTHEAST FOR
 MA2392'0.1 KM (0.05 MI) ON THE MAIN CONNECTING TAXIWAY TO THE RUNWAY.  TURN
 MA2392'RIGHT AND GO SOUTHEAST FOR 0.5 KM (0.30 MI) ON THE RUNWAY TO THE
 MA2392'STATION ON THE RIGHT AT THE SOUTH CORNER OF THE RUNWAY.
 MA2392'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 MA2392'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 2.2 METERS IN A GREASE
 MA2392'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 MA2392'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 MA2392'22.0 M (72.2 FT) SOUTHWEST FROM THE CENTER OF THE RUNWAY, 12.9 M
 MA2392'(42.3 FT) NORTH FROM A METAL POLE SUPPORTING AN APPROACH SPOT LIGHT,
 MA2392'10.0 M (32.8 FT) SOUTHWEST FROM THE CENTER OF A METAL MAN-HOLE COVER,
 MA2392'AND 5.4 M (17.7 FT) WEST-SOUTHWEST FROM THE CENTER OF A CONCRETE CABLE
 MA2392'COVER.
 MA2392'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2260 ***********************************************************************
 MA2260  DESIGNATION -  CLEARFIELD RAD KGA 307 N ANT
 MA2260  PID         -  MA2260
 MA2260  STATE/COUNTY-  PA/CLEARFIELD
 MA2260  USGS QUAD   -  ELLIOTT PARK (1983)
 MA2260
 MA2260                         *CURRENT SURVEY CONTROL
 MA2260  ___________________________________________________________________
 MA2260* NAD 83(1992)-  41 05 08.91888(N)    078 30 16.96893(W)     ADJUSTED  
 MA2260* NAVD 88     -                                                        
 MA2260  ___________________________________________________________________
 MA2260  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 MA2260  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 MA2260
 MA2260  HORZ ORDER  -  THIRD
 MA2260
 MA2260.The horizontal coordinates were established by classical geodetic methods
 MA2260.and adjusted by the National Geodetic Survey in June 2002..
 MA2260
 MA2260
 MA2260.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2260
 MA2260.The geoid height was determined by GEOID03.
 MA2260
 MA2260;                    North         East     Units Scale Factor Converg.
 MA2260;SPC PA N     -   102,350.536   536,586.940   MT  0.99997350   -0 29 57.4
 MA2260;SPC PA N     -   335,795.05  1,760,452.32   sFT  0.99997350   -0 29 57.4
 MA2260;UTM  17      - 4,551,283.384   709,594.151   MT  1.00014070   +1 38 25.7
 MA2260
 MA2260                          SUPERSEDED SURVEY CONTROL
 MA2260
 MA2260  NAD 83(1986)-  41 05 08.91872(N)    078 30 16.97310(W) AD(       ) 4
 MA2260  NAD 27      -  41 05 08.71200(N)    078 30 17.88900(W) AD(       ) 3
 MA2260
 MA2260.Superseded values are not recommended for survey control.
 MA2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2260.See file dsdata.txt to determine how the superseded data were derived.
 MA2260
 MA2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF0959451283(NAD 83)
 MA2260
 MA2260  HISTORY     - Date     Condition        Report By
 MA2260  HISTORY     - 1959     MONUMENTED       CGS
 MA2260
 MA2260                          STATION DESCRIPTION
 MA2260
 MA2260'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 MA2260'THE STATION IS LOCATED ON PENNSYLVANIA STATE FOREST PROPERTY, ON THE
 MA2260'SOUTH POINT OF A TIMBERED RIDGE THAT EXTENDS SOUTH INTO UPPER
 MA2260'MOOSE CREEK VALLEY.  IT IS ABOUT 4-1/2 MILES NORTHWEST OF CLEARFIELD
 MA2260'AND 0.4 MILE EAST OF STATE HIGHWAY 153.
 MA2260'
 MA2260'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION ANTENNA, DISTANCE
 MA2260'BEING 26.05 FEET 7.940 METERS SOUTH OF STATION ANTENNA.  THE
 MA2260'STATION IS RADIO STATION KGA307.  IT IS A WHIP TYPE 10 FOOT ANTENNA
 MA2260'MOUNTED ON TOP OF A 8-INCH POLE APPROXIMATELY 50
 MA2260'FEET IN HEIGHT AND IS 18 FEET EAST OF THE CENTER OF A TRACK ROAD.  IT
 MA2260'IS THE NORTH ANTENNA OF TWO AND IS OPERATED BY THE
 MA2260'PENNSYLVANIA STATE POLICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2030 ***********************************************************************
 KX2030  DESIGNATION -  CLEARVIEW
 KX2030  PID         -  KX2030
 KX2030  STATE/COUNTY-  PA/WESTMORELAND
 KX2030  USGS QUAD   -  MURRYSVILLE (1977)
 KX2030
 KX2030                         *CURRENT SURVEY CONTROL
 KX2030  ___________________________________________________________________
 KX2030* NAD 83(1992)-  40 26 47.97305(N)    079 39 29.09337(W)     ADJUSTED  
 KX2030* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 KX2030  ___________________________________________________________________
 KX2030  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 KX2030  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 KX2030
 KX2030  HORZ ORDER  -  THIRD
 KX2030
 KX2030.The horizontal coordinates were established by classical geodetic methods
 KX2030.and adjusted by the National Geodetic Survey in June 2002..
 KX2030
 KX2030.The orthometric height was scaled from a topographic map.
 KX2030
 KX2030.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2030
 KX2030.The geoid height was determined by GEOID03.
 KX2030
 KX2030;                    North         East     Units Scale Factor Converg.
 KX2030;SPC PA S     -   125,366.762   438,147.311   MT  0.99995950   -1 14 16.6
 KX2030;SPC PA S     -   411,307.45  1,437,488.30   sFT  0.99995950   -1 14 16.6
 KX2030;UTM  17      - 4,478,198.547   613,797.610   MT  0.99975940   +0 52 14.3
 KX2030
 KX2030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2030!SPC PA S     -   0.99994314  x   0.99995950  =   0.99990265
 KX2030!UTM  17      -   0.99994314  x   0.99975940  =   0.99970256
 KX2030
 KX2030:                Primary Azimuth Mark                     Grid Az
 KX2030:SPC PA S     -  ROSE                                     204 20 43.5
 KX2030:UTM  17      -  ROSE                                     202 14 12.6
 KX2030
 KX2030|---------------------------------------------------------------------|
 KX2030| PID    Reference Object                     Distance      Geod. Az  |
 KX2030|                                                           dddmmss.s |
 KX2030| KX2031 ROSE                                APPROX. 7.5 KM 2030626.9 |
 KX2030|---------------------------------------------------------------------|
 KX2030
 KX2030                          SUPERSEDED SURVEY CONTROL
 KX2030
 KX2030  NAD 83(1986)-  40 26 47.97718(N)    079 39 29.10013(W) AD(       ) 3
 KX2030  NAD 27      -  40 26 47.73488(N)    079 39 29.94040(W) AD(       ) 3
 KX2030
 KX2030.Superseded values are not recommended for survey control.
 KX2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2030.See file dsdata.txt to determine how the superseded data were derived.
 KX2030
 KX2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE1379878199(NAD 83)
 KX2030_MARKER: DD = SURVEY DISK
 KX2030_SETTING: 0 = UNSPECIFIED SETTING
 KX2030_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX2030
 KX2030  HISTORY     - Date     Condition        Report By
 KX2030  HISTORY     - 1900     MONUMENTED       USGS
 KX2030
 KX2030                          STATION DESCRIPTION
 KX2030
 KX2030'DESCRIBED BY US GEOLOGICAL SURVEY 1900 (AHT)
 KX2030'IN FRANKLIN TOWNSHIP, ABOUT 4.0 MI N. OF EXPORT, ON HIGH, BARE, ROUND
 KX2030'KNOB OWNED BY JOSEPH CLINE.
 KX2030'
 KX2030'STATION MARK--  STONE POST 40 BY 8 BY 8-IN. SET 36 IN. IN GROUND, IN
 KX2030'CENTER OF TOP OF WHICH IS CEMENTED A STANDARD TRIANGULATION DISK
 KX2030'MARKED---U S GEOLOGICAL SURVEY-PENNSYLVANIA---.
 KX2030'
 KX2030'REFERENCE MARK--  A STONE 8.1 FT N., STONE 7.3 FT S., STONE 8.5 FT W.,
 KX2030'74 FT E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2190 ***********************************************************************
 MA2190  DESIGNATION -  CLERMONT
 MA2190  PID         -  MA2190
 MA2190  STATE/COUNTY-  PA/MCKEAN
 MA2190  USGS QUAD   -  CROSBY (1986)
 MA2190
 MA2190                         *CURRENT SURVEY CONTROL
 MA2190  ___________________________________________________________________
 MA2190* NAD 83(1992)-  41 40 48.71475(N)    078 29 06.40472(W)     ADJUSTED  
 MA2190* NAVD 88     -       676.1    (meters)    2218.     (feet)  VERTCON   
 MA2190  ___________________________________________________________________
 MA2190  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 MA2190  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 MA2190
 MA2190  HORZ ORDER  -  FIRST
 MA2190
 MA2190.The horizontal coordinates were established by classical geodetic methods
 MA2190.and adjusted by the National Geodetic Survey in June 2002..
 MA2190
 MA2190.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2190
 MA2190.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2190
 MA2190.The geoid height was determined by GEOID03.
 MA2190
 MA2190;                    North         East     Units Scale Factor Converg.
 MA2190;SPC PA N     -   168,344.937   538,794.113   MT  0.99996733   -0 29 10.7
 MA2190;SPC PA N     -   552,311.68  1,767,693.69   sFT  0.99996733   -0 29 10.7
 MA2190;UTM  17      - 4,617,325.920   709,324.488   MT  1.00013923   +1 40 22.6
 MA2190
 MA2190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2190!SPC PA N     -   0.99989893  x   0.99996733  =   0.99986626
 MA2190!UTM  17      -   0.99989893  x   1.00013923  =   1.00003815
 MA2190
 MA2190|---------------------------------------------------------------------|
 MA2190| PID    Reference Object                     Distance      Geod. Az  |
 MA2190|                                                           dddmmss.s |
 MA2190| CK6829 CLERMONT RM 1                        22.059 METERS 07026     |
 MA2190| MA2342 MT JEWETT BELL TEL MICROWAVE        APPROX.13.6 KM 2854338.3 |
 MA2190| CK6830 CLERMONT RM 2                        23.280 METERS 29906     |
 MA2190| CK6828 CLERMONT AZ MK                                     3560827.8 |
 MA2190|---------------------------------------------------------------------|
 MA2190
 MA2190                          SUPERSEDED SURVEY CONTROL
 MA2190
 MA2190  NAD 83(1996)-  41 40 48.71527(N)    078 29 06.40485(W) AD(       ) 1
 MA2190  NAD 83(1986)-  41 40 48.71627(N)    078 29 06.40337(W) AD(       ) 1
 MA2190  NAD 27      -  41 40 48.48901(N)    078 29 07.32902(W) AD(       ) 1
 MA2190  NGVD 29 (07/19/86)  676.2    (m)         2218.     (f) VERT ANG       
 MA2190
 MA2190.Superseded values are not recommended for survey control.
 MA2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2190.See file dsdata.txt to determine how the superseded data were derived.
 MA2190
 MA2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG0932417326(NAD 83)
 MA2190_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2190_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MA2190+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2006
 MA2190
 MA2190  HISTORY     - Date     Condition        Report By
 MA2190  HISTORY     - 1968     MONUMENTED       CGS
 MA2190  HISTORY     - 20010331 GOOD             NGS
 MA2190  HISTORY     - 20060831 GOOD             USPSQD
 MA2190
 MA2190                          STATION DESCRIPTION
 MA2190
 MA2190'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA2190'THE STATION IS LOCATED 9 MILES SOUTH-SOUTHWEST OF SMETHPORT, 8 MILES
 MA2190'EAST-SOUTHEAST OF MT. JEWETT, 1/2 MILE SOUTH OF CLERMONT, ON A
 MA2190'LOW, PARTIALLY BARE HILL, AND ADJACENT TO THE KAUL CLAY PRODUCTS
 MA2190'COMPANY WATER WORKS.
 MA2190'
 MA2190'TO REACH THE STATION FROM THE POST OFFICE IN CLERMONT, GO SOUTH ON
 MA2190'THE MACADAM ROAD FOR 0.2 MILE TO A FORK.  KEEP RIGHT AND GO
 MA2190'SOUTHWEST ON THE MACADAM ROAD FOR 0.05 MILE TO A DRIVEWAY LEFT.  TURN
 MA2190'LEFT AND GO SOUTH FOR 0.45 MILE ON A GRADED ROAD THROUGH THE
 MA2190'WAREHOUSE COMPOUND AND PIPE STORAGE YARD OF THE UNITED NATURAL GAS
 MA2190'COMPANY TO A FORK.  KEEP THE LEFT FORK AND GO SOUTHEAST UPHILL FOR
 MA2190'0.15 MILE TO THE TOP OF THE GRADE AND A FORK.  KEEP THE LEFT FORK AND
 MA2190'GO EAST UPHILL FOR 0.05 MILE TO THE WATER WORKS AND THE STATION
 MA2190'AS DESCRIBED.
 MA2190'
 MA2190'THE STATION IS 96 FEET EAST OF THE NORTHEAST CORNER OF THE WATER
 MA2190'WORKS, 72 FEET NORTHEAST OF POWER POLE 242709, 55 FEET SOUTH OF A 18
 MA2190'INCH WILD CHERRY TREE WITH A TRIANGLE BLAZE, AND 3.4 FEET NORTH OF A
 MA2190'METAL WITNESS POST AND SIGN.  IT IS A STANDARD TRIANGULATION DISK
 MA2190'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 6
 MA2190'INCHES ABOVE GROUND.  IT IS STAMPED CLERMONT 1968.
 MA2190'
 MA2190'REFERENCE MARK 1 IS 130 FEET NORTHEAST OF POWER POLE 242709, 72 FEET
 MA2190'EAST OF THE METAL WITNESS POST AND SIGN, AND 67 FEET SOUTHEAST OF
 MA2190'THE 18 INCH WILD CHERRY TREE WITH A TRIANGLE BLAZE.  IT IS A STANDARD
 MA2190'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH
 MA2190'PROJECTS 5 INCHES ABOVE GROUND.  IT IS STAMPED CLERMONT NO 1 1968.
 MA2190'
 MA2190'REFERENCE MARK 2 IS 101 FEET NORTH OF POWER POLE 242709, 94.5 FEET
 MA2190'NORTH OF THE NORTHEAST CORNER OF THE WATER WORKS, 78.8 FEET
 MA2190'NORTHWEST OF THE METAL WITNESS POST AND SIGN, AND 77 FEET WEST OF THE
 MA2190'18 INCH WILD CHERRY TREE WITH A TRIANGLE BLAZE.  IT IS A
 MA2190'STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH
 MA2190'PROJECTS 5 INCHES ABOVE GROUND.  IT IS STAMPED CLERMONT NO 2 1968.
 MA2190'
 MA2190'THE AZIMUTH MARK IS 22.5 FEET SOUTHWEST OF THE WOODS EDGE, 61 FEET
 MA2190'NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 146, 2.1 FEET SOUTHEAST
 MA2190'OF TELEPHONE POLE 157/3, AND 1.9 FEET NORTHWEST OF A METAL WITNESS
 MA2190'POST AND SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A 12 INCH
 MA2190'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE GROUND.  IT IS
 MA2190'STAMPED CLERMONT 1968.
 MA2190'
 MA2190'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN CLERMONT, GO EAST
 MA2190'ON LEGISLATIVE ROUTE 42013 FOR 0.35 MILE TO ITS JUNCTION WITH
 MA2190'STATE HIGHWAY 146.  TURN LEFT AND GO NORTHWEST ON STATE HIGHWAY 146
 MA2190'FOR 0.3 MILE TO THE MARK ON THE RIGHT, NORTH SIDE OF THE ROAD.
 MA2190'
 MA2190'NOTE- THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK ARE PAINTED
 MA2190'YELLOW.
 MA2190'
 MA2190'HEIGHT OF LIGHT ABOVE STATION MARK 22.07 METERS.
 MA2190
 MA2190                          STATION RECOVERY (2001)
 MA2190
 MA2190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MA2190'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MA2190
 MA2190                          STATION RECOVERY (2006)
 MA2190
 MA2190'RECOVERY NOTE BY US POWER SQUADRON 2006 (SG)
 MA2190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1970 ***********************************************************************
 KX1970  DESIGNATION -  CLEVER
 KX1970  PID         -  KX1970
 KX1970  STATE/COUNTY-  PA/ARMSTRONG
 KX1970  USGS QUAD   -  DISTANT (1993)
 KX1970
 KX1970                         *CURRENT SURVEY CONTROL
 KX1970  ___________________________________________________________________
 KX1970* NAD 83(1992)-  40 53 35.21330(N)    079 19 23.30281(W)     ADJUSTED  
 KX1970* NAVD 88     -       524.     (meters)    1719.     (feet)  SCALED    
 KX1970  ___________________________________________________________________
 KX1970  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 KX1970  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KX1970
 KX1970  HORZ ORDER  -  THIRD
 KX1970
 KX1970.The horizontal coordinates were established by classical geodetic methods
 KX1970.and adjusted by the National Geodetic Survey in June 2002..
 KX1970
 KX1970.The orthometric height was scaled from a topographic map.
 KX1970
 KX1970.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1970
 KX1970.The geoid height was determined by GEOID03.
 KX1970
 KX1970;                    North         East     Units Scale Factor Converg.
 KX1970;SPC PA S     -   174,375.178   467,438.453   MT  0.99998927   -1 01 14.3
 KX1970;SPC PA S     -   572,095.90  1,533,587.66   sFT  0.99998927   -1 01 14.3
 KX1970;SPC PA N     -    81,878.896   467,437.516   MT  0.99999844   -1 02 26.5
 KX1970;SPC PA N     -   268,631.01  1,533,584.58   sFT  0.99999844   -1 02 26.5
 KX1970;UTM  17      - 4,528,245.315   641,257.019   MT  0.99984559   +1 05 52.6
 KX1970
 KX1970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX1970!SPC PA S     -   0.99992302  x   0.99998927  =   0.99991229
 KX1970!SPC PA N     -   0.99992302  x   0.99999844  =   0.99992146
 KX1970!UTM  17      -   0.99992302  x   0.99984559  =   0.99976862
 KX1970
 KX1970:                Primary Azimuth Mark                     Grid Az
 KX1970:SPC PA S     -  ROWLAND                                  118 08 07.6
 KX1970:SPC PA N     -  ROWLAND                                  118 09 19.8
 KX1970:UTM  17      -  ROWLAND                                  116 01 00.7
 KX1970
 KX1970|---------------------------------------------------------------------|
 KX1970| PID    Reference Object                     Distance      Geod. Az  |
 KX1970|                                                           dddmmss.s |
 KX1970| KX1940 ROWLAND                             APPROX.12.4 KM 1170653.3 |
 KX1970|---------------------------------------------------------------------|
 KX1970
 KX1970                          SUPERSEDED SURVEY CONTROL
 KX1970
 KX1970  NAD 83(1986)-  40 53 35.21517(N)    079 19 23.30790(W) AD(       ) 3
 KX1970  NAD 27      -  40 53 34.97820(N)    079 19 24.17250(W) AD(       ) 3
 KX1970
 KX1970.Superseded values are not recommended for survey control.
 KX1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1970.See file dsdata.txt to determine how the superseded data were derived.
 KX1970
 KX1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF4125728245(NAD 83)
 KX1970_MARKER: DD = SURVEY DISK
 KX1970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1970_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KX1970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1970+STABILITY: SURFACE MOTION
 KX1970
 KX1970  HISTORY     - Date     Condition        Report By
 KX1970  HISTORY     - 1958     MONUMENTED       USGS
 KX1970
 KX1970                          STATION DESCRIPTION
 KX1970
 KX1970'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (WER)
 KX1970'1.0 MILE SOUTHWEST OF BELKNAP, 1.0 MILE NORTHEAST OF MUFF, ON THE
 KX1970'SUMMIT OF A BRUSH AND SMALL TIMBER COVERED RIDGE.
 KX1970'
 KX1970'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CONCORD, THE
 KX1970'DISTANCE BEING 14.508 METERS (47.60 FT.) SOUTH OF STATION
 KX1970'CONCORD.
 KX1970'
 KX1970'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY STATION DISK, NO
 KX1970'STAMPING, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 KX1970'POST WHICH PROJECTS 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2801 ***********************************************************************
 LY2801  DESIGNATION -  CLIFF ET
 LY2801  PID         -  LY2801
 LY2801  STATE/COUNTY-  PA/WYOMING
 LY2801  USGS QUAD   -  TUNKHANNOCK (1983)
 LY2801
 LY2801                         *CURRENT SURVEY CONTROL
 LY2801  ___________________________________________________________________
 LY2801* NAD 83(1992)-  41 30 42.68903(N)    075 59 19.78564(W)     ADJUSTED  
 LY2801* NAVD 88     -       250.     (meters)     820.     (feet)  SCALED    
 LY2801  ___________________________________________________________________
 LY2801  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 LY2801  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 LY2801
 LY2801  HORZ ORDER  -  SECOND
 LY2801
 LY2801.The horizontal coordinates were established by classical geodetic methods
 LY2801.and adjusted by the National Geodetic Survey in June 2002..
 LY2801
 LY2801.The orthometric height was scaled from a topographic map.
 LY2801
 LY2801.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2801
 LY2801.The geoid height was determined by GEOID03.
 LY2801
 LY2801;                    North         East     Units Scale Factor Converg.
 LY2801;SPC PA N     -   150,883.810   747,007.897   MT  0.99995819   +1 09 54.3
 LY2801;SPC PA N     -   495,024.63  2,450,808.41   sFT  0.99995819   +1 09 54.3
 LY2801;UTM  18      - 4,596,052.645   417,484.114   MT  0.99968379   -0 39 19.5
 LY2801
 LY2801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2801!SPC PA N     -   0.99996577  x   0.99995819  =   0.99992396
 LY2801!UTM  18      -   0.99996577  x   0.99968379  =   0.99964957
 LY2801
 LY2801|---------------------------------------------------------------------|
 LY2801| PID    Reference Object                     Distance      Geod. Az  |
 LY2801|                                                           dddmmss.s |
 LY2801| CB3844 CLIFF ET RM 2                        10.961 METERS 04653     |
 LY2801| CB4681 MICROWAVE TOWER                                    1843740.4 |
 LY2801| CB3843 CLIFF ET RM 1                        14.661 METERS 31916     |
 LY2801|---------------------------------------------------------------------|
 LY2801
 LY2801                          SUPERSEDED SURVEY CONTROL
 LY2801
 LY2801  NAD 83(1996)-  41 30 42.68889(N)    075 59 19.78610(W) AD(       ) 2
 LY2801  NAD 83(1986)-  41 30 42.68894(N)    075 59 19.78598(W) AD(       ) 2
 LY2801  NAD 27      -  41 30 42.41309(N)    075 59 21.06366(W) AD(       ) 2
 LY2801
 LY2801.Superseded values are not recommended for survey control.
 LY2801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2801.See file dsdata.txt to determine how the superseded data were derived.
 LY2801
 LY2801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL1748496053(NAD 83)
 LY2801_MARKER: Z = SEE DESCRIPTION
 LY2801_SETTING: 0 = UNSPECIFIED SETTING
 LY2801
 LY2801  HISTORY     - Date     Condition        Report By
 LY2801  HISTORY     - 1968     MONUMENTED       USGS
 LY2801  HISTORY     - 20031025 GOOD             INDIV
 LY2801
 LY2801                          STATION DESCRIPTION
 LY2801
 LY2801'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (AIM)
 LY2801'STATION IS LOCATED ABOUT 8.0 MILES NORTH OF HARVEYS LAKE AND ABOUT
 LY2801'4.5 MILES SOUTHWEST OF TUNKHANNOCK.
 LY2801'
 LY2801'TO REACH FROM JUNCTION OF STATE HIGHWAYS 309 AND 292 NEAR EVANS
 LY2801'FALLS, GO NORTH ON HIGHWAY 309 FOR 2.7 MILES TO T-ROAD LEADING TO
 LY2801'MEHOOPANY, TURN LEFT ON MACADAM ROAD AND GO 1.4 MILES TO T-ROAD, TURN
 LY2801'RIGHT AND GO 1.0 MILE ON GRAVELED ROAD TO FARM BUILDINGS AND
 LY2801'STATION ON LEFT.
 LY2801'
 LY2801'THE STATION MARK IS A STANDARD TABLET STAMPED CLIFF ET 1968 SET IN
 LY2801'DRILL HOLE IN LARGE ROCK LEDGE.  IT IS 420 FEET NORTHWEST OF
 LY2801'NORTHWEST CORNER OF MAIN BARN, 360 FEET NORTHEAST OF NORTHEAST CORNER
 LY2801'OF SINGLE STORY HOUSE, 350 FEET NORTH OF CENTERLINE OF ROAD,
 LY2801'102 FEET SOUTH OF 30-INCH OAK TREE, 41.6 FEET SOUTHWEST OF POWER POLE
 LY2801'NO. 9550301 AND 16 FEET NORTHEAST OF 30-INCH ELM TREE.
 LY2801'
 LY2801'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK TABLET STAMPED
 LY2801'CLIFF ET 1968 RM 1 SET IN DRILL HOLE IN 6- BY 12-FOOT BOULDER
 LY2801'PROJECTING ABOUT 3 FEET.  IT IS 72 FEET SOUTHWEST OF 30-INCH OAK TREE
 LY2801'AND 30 FEET NORTHEAST OF 6- BY 6-FOOT ROCK.
 LY2801'
 LY2801'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK TABLET STAMPED
 LY2801'CLIFF ET 2968 RM 2 SET IN DRILL HOLE IN POINT OF ROCK OUTCROP.  IT
 LY2801'IS 34 FEET NORTHEAST OF 30-INCH ELM TREE, AND 9.7 FEET SOUTH OF POWER
 LY2801'POLE NO. 9550301.
 LY2801'
 LY2801'THE AZIMUTH MARK IS THE CENTERLINE OF THE ATT MICROWAVE TOWER
 LY2801'NEXT TO STATION EVANS ET 1968 AND IS VISIBLE FROM GROUND.
 LY2801'
 LY2801'HEIGHT OF LIGHT ABOVE STATION MARK - 5.0 FEET.
 LY2801
 LY2801                          STATION RECOVERY (2003)
 LY2801
 LY2801'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (ZKM)
 LY2801'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LY2801'CONDITION.  THE AZIMUTH MARK WAS VIEWED FROM THE STATION. THE 30-INCH
 LY2801'OAK TREE COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1348 ***********************************************************************
 MA1348  DESIGNATION -  CLINTON
 MA1348  PID         -  MA1348
 MA1348  STATE/COUNTY-  PA/VENANGO
 MA1348  USGS QUAD   -  EAU CLAIRE (1979)
 MA1348
 MA1348                         *CURRENT SURVEY CONTROL
 MA1348  ___________________________________________________________________
 MA1348* NAD 83(1992)-  41 11 54.84216(N)    079 52 12.12519(W)     ADJUSTED  
 MA1348* NAVD 88     -       448.721  (meters)    1472.18   (feet)  ADJUSTED  
 MA1348  ___________________________________________________________________
 MA1348  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 MA1348  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 MA1348  DYNAMIC HT  -         448.510 (meters)    1471.49  (feet)  COMP
 MA1348  MODELED GRAV-     980,138.8   (mgal)                       NAVD 88
 MA1348
 MA1348  HORZ ORDER  -  SECOND
 MA1348  VERT ORDER  -  SECOND    CLASS 0
 MA1348
 MA1348.The horizontal coordinates were established by classical geodetic methods
 MA1348.and adjusted by the National Geodetic Survey in June 2002..
 MA1348
 MA1348.The orthometric height was determined by differential leveling
 MA1348.and adjusted by the National Geodetic Survey in June 1991..
 MA1348
 MA1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1348
 MA1348.The geoid height was determined by GEOID03.
 MA1348
 MA1348.The dynamic height is computed by dividing the NAVD 88
 MA1348.geopotential number by the normal gravity value computed on the
 MA1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1348.degrees latitude (g = 980.6199 gals.).
 MA1348
 MA1348.The modeled gravity was interpolated from observed gravity values.
 MA1348
 MA1348;                    North         East     Units Scale Factor Converg.
 MA1348;SPC PA N     -   116,772.521   422,191.008   MT  0.99996410   -1 24 09.0
 MA1348;SPC PA N     -   383,111.18  1,385,138.33   sFT  0.99996410   -1 24 09.0
 MA1348;SPC PA S     -   209,251.463   422,176.001   MT  1.00004469   -1 22 31.7
 MA1348;SPC PA S     -   686,519.17  1,385,089.10   sFT  1.00004469   -1 22 31.7
 MA1348;UTM  17      - 4,561,415.719   594,746.856   MT  0.99971048   +0 44 39.6
 MA1348
 MA1348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1348!SPC PA N     -   0.99993486  x   0.99996410  =   0.99989897
 MA1348!SPC PA S     -   0.99993486  x   1.00004469  =   0.99997955
 MA1348!UTM  17      -   0.99993486  x   0.99971048  =   0.99964536
 MA1348
 MA1348|---------------------------------------------------------------------|
 MA1348| PID    Reference Object                     Distance      Geod. Az  |
 MA1348|                                                           dddmmss.s |
 MA1348| MA1349 CLINTON RM 1                         19.132 METERS 00310     |
 MA1348| MA1345 CLINTON AZ MK                                      0810438.2 |
 MA1348| MA1347 CLINTON RM 2                         21.205 METERS 22301     |
 MA1348|---------------------------------------------------------------------|
 MA1348
 MA1348                          SUPERSEDED SURVEY CONTROL
 MA1348
 MA1348  NAD 83(1995)-  41 11 54.84544(N)    079 52 12.12193(W) AD(       ) 2
 MA1348  NAD 83(1986)-  41 11 54.84587(N)    079 52 12.12904(W) AD(       ) 2
 MA1348  NAD 27      -  41 11 54.62830(N)    079 52 12.93550(W) AD(       ) 2
 MA1348  NGVD 29 (??/??/92)  448.874  (m)         1472.68   (f) ADJ UNCH    2 0
 MA1348
 MA1348.Superseded values are not recommended for survey control.
 MA1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1348.See file dsdata.txt to determine how the superseded data were derived.
 MA1348
 MA1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF9474761416(NAD 83)
 MA1348_MARKER: DS = TRIANGULATION STATION DISK
 MA1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1348_STAMPING: CLINTON 1958
 MA1348_PROJECTION: FLUSH
 MA1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1348+STABILITY: SURFACE MOTION
 MA1348
 MA1348  HISTORY     - Date     Condition        Report By
 MA1348  HISTORY     - 1958     MONUMENTED       CGS
 MA1348  HISTORY     - 1958     GOOD             CGS
 MA1348
 MA1348                          STATION DESCRIPTION
 MA1348
 MA1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 MA1348'THE STATION IS LOCATED ON A LOCALLY PROMINENT HILL IN THE SOUTHEAST
 MA1348'PORTION OF CLINTONVILLE.
 MA1348'
 MA1348'TO REACH FROM THE POST OFFICE, AT THE JUNCTION OF STATE HIGHWAYS 208
 MA1348'AND 308, IN CLINTONVILLE- GO EAST ON HIGHWAY 208 FOR 0.15 MILES TO
 MA1348'A SIDE STREET RIGHT.  TURN SOUTH AND GO 0.05 MILE TO A DRIVEWAY LEFT
 MA1348'BETWEEN A CEMETERY AND AN ABANDONED CHURCH.  TURN LEFT AND GO
 MA1348'EAST TO THE ROW OF TREES AND STATION.
 MA1348'
 MA1348'THE STATION IS IN THE ROW OF TREES, PREDOMINATELY MAPLE, AT THE EAST
 MA1348'LIMITS OF THE PRESBYTERIAN CEMETERY, ABOUT 200 FEET SOUTH OF STATE
 MA1348'HIGHWAY 208 (EMLENTON STREET), 165 FEET EAST OF CHURCH STREET, 70
 MA1348'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE PRESBYTERIAN CHURCH,
 MA1348'40 FEET SOUTHEAST OF A 1 FOOT CEDAR TREE, 26 FEET SOUTH OF TWIN
 MA1348'SILVER MAPLE TREES IN THE ROW OF TREES, 4 FEET NORTH OF A 4 INCH
 MA1348'SQUARE, WHITE WITNESS POST.  THE MARK IS A STANDARD DISK STAMPED
 MA1348'CLINTON 1958, SET IN A 12 INCH CONCRETE MONUMENT FLUSH WITH THE
 MA1348'GROUND.
 MA1348'
 MA1348'RM 1 IS IN THE ROW OF TREES AT THE EAST LIMITS OF THE CEMETERY, 125
 MA1348'FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, 41 FEET
 MA1348'NORTHEAST OF THE 1 FOOT CEDAR TREE, 37 FEET NORTH OF THE TWIN SILVER
 MA1348'MAPLE TREES, 14 FEET SOUTH OF A 2 INCH IRON PIPE, IMBEDDED IN THE
 MA1348'GROUND AT THE FOOT OF A WILD CHERRY TREE.  THE MARK IS A STANDARD
 MA1348'DISK, STAMPED CLINTON NO 1 1958, SET IN 12 INCH SQUARE CONCRETE
 MA1348'MONUMENT FLUSH WITH THE GROUND.
 MA1348'
 MA1348'THE AZIMUTH MARK IS LOCATED ON THE SOUTH SIDE OF STATE HIGHWAY 208,
 MA1348'ABOUT 0.5 MILE EAST OF STATION, ABOUT 400 FEET EAST OF A LARGE POND
 MA1348'SOUTH OF THE HIGHWAY, ON THE CREST OF A 7 FOOT CUT-BANK, 29 FEET
 MA1348'SOUTH OF THE CENTERLINE OF THE ROAD, 1.5 FEET WEST OF TELEPHONE
 MA1348'POLE L30-11, 1.5 FEET WEST OF A 4 INCH SQUARE, WHITE WITNESS POST.
 MA1348'THE MARK IS A STANDARD DISK, STAMPED CLINTON 1958, SET IN THE
 MA1348'CENTER OF A 12 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 MA1348'
 MA1348'RM 2 IS AT THE NORTHEAST CORNER OF THE PRESBYTERIAN CHURCH.  THE MARK
 MA1348'IS A STANDARD DISK, STAMPED CLINTON NO 2 1958, SET IN THE CENTER OF A
 MA1348'12 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 MA1348
 MA1348                          STATION RECOVERY (1958)
 MA1348
 MA1348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 MA1348'IN CLINTONVILLE.
 MA1348'LOCATED IN THE SOUTHEAST PART OF CLINTONVILLE AT CEMETERY AND
 MA1348'UNUSED CHURCH.  165 FEET EAST OF CHURCH STREET, 70 FEET NORTHEAST
 MA1348'OF THE NORTHEAST CORNER OF A UNUSED CHURCH, 40 FEET SOUTHEAST OF
 MA1348'A 1 FOOT CEDAR TREE, 69 FEET NORTHEAST OF RM 2, 63 FEET SOUTH OF
 MA1348'RM 1, ALL OF WHICH IS ABOUT TWO HUNDRED (200) FEET SOUTH OF STATE
 MA1348'HY. 208.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2006 ***********************************************************************
 KX2006  DESIGNATION -  CLINTON
 KX2006  PID         -  KX2006
 KX2006  STATE/COUNTY-  PA/FAYETTE
 KX2006  USGS QUAD   -  DONEGAL (1993)
 KX2006
 KX2006                         *CURRENT SURVEY CONTROL
 KX2006  ___________________________________________________________________
 KX2006* NAD 83(1992)-  40 03 17.53427(N)    079 29 02.17924(W)     ADJUSTED  
 KX2006* NAVD 88     -       705.9    (meters)    2316.     (feet)  VERTCON   
 KX2006  ___________________________________________________________________
 KX2006  LAPLACE CORR-           5.21  (seconds)                    DEFLEC99
 KX2006  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 KX2006
 KX2006  HORZ ORDER  -  FIRST
 KX2006
 KX2006.The horizontal coordinates were established by classical geodetic methods
 KX2006.and adjusted by the National Geodetic Survey in June 2002..
 KX2006
 KX2006.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2006
 KX2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2006
 KX2006.The geoid height was determined by GEOID03.
 KX2006
 KX2006;                    North         East     Units Scale Factor Converg.
 KX2006;SPC PA S     -    81,567.976   452,062.861   MT  0.99998322   -1 07 29.9
 KX2006;SPC PA S     -   267,610.93  1,483,142.90   sFT  0.99998322   -1 07 29.9
 KX2006;UTM  17      - 4,434,948.415   629,309.522   MT  0.99980584   +0 58 32.7
 KX2006
 KX2006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2006!SPC PA S     -   0.99989435  x   0.99998322  =   0.99987757
 KX2006!UTM  17      -   0.99989435  x   0.99980584  =   0.99970021
 KX2006
 KX2006:                Primary Azimuth Mark                     Grid Az
 KX2006:SPC PA S     -  AIRWAY BEACON 15                         065 26 55.3
 KX2006:UTM  17      -  AIRWAY BEACON 15                         063 20 52.7
 KX2006
 KX2006|---------------------------------------------------------------------|
 KX2006| PID    Reference Object                     Distance      Geod. Az  |
 KX2006|                                                           dddmmss.s |
 KX2006| KX2002 AIRWAY BEACON 15                    APPROX.32.2 KM 0641925.4 |
 KX2006| CX3442 CLINTON RM 1                         18.820 METERS 18259     |
 KX2006| JW1344 DUNBAR RESET                        APPROX.23.1 KM 2161922.6 |
 KX2006| CX3443 CLINTON RM 2                         48.580 METERS 27258     |
 KX2006|---------------------------------------------------------------------|
 KX2006
 KX2006                          SUPERSEDED SURVEY CONTROL
 KX2006
 KX2006  NAD 83(1995)-  40 03 17.53630(N)    079 29 02.18214(W) AD(       ) 1
 KX2006  NAD 83(1986)-  40 03 17.53883(N)    079 29 02.18751(W) AD(       ) 1
 KX2006  NAD 27      -  40 03 17.27500(N)    079 29 03.05300(W) AD(       ) 1
 KX2006  NGVD 29 (07/19/86)  706.0    (m)         2316.     (f) VERT ANG       
 KX2006
 KX2006.Superseded values are not recommended for survey control.
 KX2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2006.See file dsdata.txt to determine how the superseded data were derived.
 KX2006
 KX2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE2931034948(NAD 83)
 KX2006_MARKER: DS = TRIANGULATION STATION DISK
 KX2006_SETTING: 66 = SET IN ROCK OUTCROP
 KX2006
 KX2006  HISTORY     - Date     Condition        Report By
 KX2006  HISTORY     - 1927     MONUMENTED       CGS
 KX2006  HISTORY     - 1929     GOOD             CGS
 KX2006  HISTORY     - 1931     SEE DESCRIPTION  CGS
 KX2006  HISTORY     - 1932     SEE DESCRIPTION  CGS
 KX2006  HISTORY     - 1933     GOOD             CGS
 KX2006  HISTORY     - 1952     GOOD             USGS
 KX2006
 KX2006                          STATION DESCRIPTION
 KX2006
 KX2006'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 KX2006'THE STATION IS ABOUT 6 MILES AIR LINE N OF E OF CONNELLSVILLE, AND 1
 KX2006'1/4 MILES W OF CLINTON SCHOOL, ON A FLAT-TOPPED HILL, IN A FIELD
 KX2006'OWNED BY MIKE GIBORKO, WHO LIVES 1/2 MILE E.
 KX2006'
 KX2006'STATION MARK IS A STANDARD DISK SET IN ROCK.
 KX2006'
 KX2006'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN ROCK AND REFERENCE
 KX2006'MARK NO. 2 IS A STANDARD DISK SET IN CONCRETE.
 KX2006'
 KX2006'REACHED FROM THE MT. PLEASANT-SOMERSET PIKE AT JONES MILLS VIA
 KX2006'MELCROFT 5 MILES, THENCE TO BUCHANNAN STORE 4 MILES, THENCE 2
 KX2006'MILES SW TO CLINTON.  FROM CLINTON, FOLLOW CONNELLSVILLE ROAD 1 MILE
 KX2006'TO FIRST RIGHT-HAND ROAD, THENCE 1/2 MILE W TO OLD CROSS ROAD.  TAKE
 KX2006'LEFT-HAND CROSS ROAD, 0.3 MILE TO TOP OF HILL.  THE STATION IS ABOUT
 KX2006'100 YARDS E OF THIS OLD ROAD AND NEAR A BELT OF WOODS.
 KX2006'
 KX2006'HEIGHT OF SIGNAL ABOVE STATION MARK - 12.36 METERS.
 KX2006
 KX2006                          STATION RECOVERY (1929)
 KX2006
 KX2006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (RLP)
 KX2006'STATION RECOVERED AS DESCRIBED.  MARK AND REFERENCES IN GOOD
 KX2006'CONDITION.
 KX2006
 KX2006                          STATION RECOVERY (1931)
 KX2006
 KX2006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (CEC)
 KX2006'REFERENCE MARK NO. 2 OF THE CLINTON TRIANGULATION STATION HAS BEEN
 KX2006'DISTURBED.  LETTER FROM CARL E. CAVANAUGH, NORMALVILLE,
 KX2006'PENNSYLVANIA, JULY 11, 1931.
 KX2006
 KX2006                          STATION RECOVERY (1932)
 KX2006
 KX2006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (ERM)
 KX2006'STATION RECOVERED AS DESCRIBED, ON PROPERTY OWNED BY MR. MIKE
 KX2006'GIBORKO, EXCEPT THAT THE CENTER STATION MARK IS SET IN A CONCRETE
 KX2006'POST, INSTEAD OF ROCK.  ALL MARKS IN GOOD CONDITION.
 KX2006'
 KX2006'TO REACH THIS POINT FROM THE W, LEAVE HIGHWAY 119 AT MURPHYS SIDING,
 KX2006'WHICH IS 7.4 MILES S OF MOUNT PLEASANT AND 2.5 MILES N OF
 KX2006'CONNELLSVILLE, ON HIGHWAY 119.  TAKE HARD-SURFACED ROAD GOING E,
 KX2006'CROSS RAILROAD TRACKS, GO 0.9 MILE TO MARIETTA FARMS RESORT,
 KX2006'TURN RIGHT, ON DIRT ROAD, WHICH MAY BE PAVED SOON, GO 1.6 MILES TO
 KX2006'CROSSROADS, AT PLEASANT VALLEY SCHOOL, CONTINUE UP HILL, LEAVING
 KX2006'SCHOOLHOUSE AT LEFT, FOR 2.3 MILES FROM SCHOOL.  TURN TO LEFT IN LANE
 KX2006'BETWEEN WIRE FENCES, WITH CULTIVATED FIELD ON RIGHT, GO 90 YARDS
 KX2006'UP LANE, TURN TO RIGHT, GO ABOUT 1/2 MILE TO TOP OF RIDGE.  STATION
 KX2006'IS ABOUT 100 YDS E OF RD AND ABOUT 300 YDS NE FROM BARN.  AT W EDGE
 KX2006'OF TIMBER ON E SIDE OF RD AND NEAR S EDGE OF THE
 KX2006'NARROW STRIP.
 KX2006
 KX2006                          STATION RECOVERY (1933)
 KX2006
 KX2006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KX2006'THE STATION WAS RECOVERED AS DESCRIBED, EXCEPT FOR NOTE FOR SETTING
 KX2006'OF STATION MARK.
 KX2006'
 KX2006'ADDITIONAL DIRECTIONS FOR REACHING THE STATION FOLLOW-
 KX2006'
 KX2006'A BETTER ROUTE TO REACH THE STATION AND THE ONE FOLLOWED THIS DATE,
 KX2006'IS TO CONTINUE 0.95 MILE ON THE MACADAM ROAD FROM THE NARROW LANE,
 KX2006'TURN LEFT 0.6 MILE TO A DIM NARROW ROAD TO THE LEFT JUST BEFORE
 KX2006'REACHING SOME FARM BUILDINGS.  TURN LEFT, GO 0.15 MILE TO A SET
 KX2006'OF BARS ON THE LEFT.  PASS THROUGH THESE BARS AND CONTINUE ALONG THE
 KX2006'ROAD FENCE TO THE EDGE OF THE TIMBER, THEN GO TO THE LEFT THROUGH
 KX2006'NARROW STRIP OF WOODS TO A CLEARING AND THE STATION ON THE E EDGE OF
 KX2006'IT.
 KX2006'
 KX2006'A 64-FOOT TOWER WAS ERECTED.
 KX2006
 KX2006                          STATION RECOVERY (1952)
 KX2006
 KX2006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 KX2006'STATION WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1345 ***********************************************************************
 MA1345  DESIGNATION -  CLINTON AZ MK
 MA1345  PID         -  MA1345
 MA1345  STATE/COUNTY-  PA/VENANGO
 MA1345  USGS QUAD   -  EAU CLAIRE (1979)
 MA1345
 MA1345                         *CURRENT SURVEY CONTROL
 MA1345  ___________________________________________________________________
 MA1345* NAD 83(1986)-  41 11 59.     (N)    079 51 41.     (W)     SCALED    
 MA1345* NAVD 88     -       423.545  (meters)    1389.58   (feet)  ADJUSTED  
 MA1345  ___________________________________________________________________
 MA1345  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 MA1345  DYNAMIC HT  -         423.346 (meters)    1388.93  (feet)  COMP
 MA1345  MODELED GRAV-     980,141.5   (mgal)                       NAVD 88
 MA1345
 MA1345  VERT ORDER  -  SECOND    CLASS 0
 MA1345
 MA1345.The horizontal coordinates were scaled from a topographic map and have
 MA1345.an estimated accuracy of +/- 6 seconds.
 MA1345
 MA1345.The orthometric height was determined by differential leveling
 MA1345.and adjusted by the National Geodetic Survey in June 1991..
 MA1345
 MA1345.The geoid height was determined by GEOID03.
 MA1345
 MA1345.The dynamic height is computed by dividing the NAVD 88
 MA1345.geopotential number by the normal gravity value computed on the
 MA1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1345.degrees latitude (g = 980.6199 gals.).
 MA1345
 MA1345.The modeled gravity was interpolated from observed gravity values.
 MA1345
 MA1345;                    North         East    Units  Estimated Accuracy
 MA1345;SPC PA N     -   116,880.      422,920.      MT  (+/- 180 meters Scaled)
 MA1345
 MA1345                          SUPERSEDED SURVEY CONTROL
 MA1345
 MA1345  NGVD 29 (??/??/92)  423.698  (m)         1390.08   (f) ADJ UNCH    2 0
 MA1345
 MA1345.Superseded values are not recommended for survey control.
 MA1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1345.See file dsdata.txt to determine how the superseded data were derived.
 MA1345
 MA1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF954615(NAD 83)
 MA1345_MARKER: DZ = AZIMUTH MARK DISK
 MA1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1345_STAMPING: CLINTON 1958
 MA1345_PROJECTION: FLUSH
 MA1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1345+STABILITY: SURFACE MOTION
 MA1345
 MA1345  HISTORY     - Date     Condition        Report By
 MA1345  HISTORY     - 1958     MONUMENTED       CGS
 MA1345
 MA1345                          STATION DESCRIPTION
 MA1345
 MA1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA1345'0.2 MI E FROM CLINTONVILLE.
 MA1345'ABOUT 0.2 MILE EAST ALONG STATE HIGHWAY 208 FROM CLINTONVILLE.
 MA1345'LOCATED ABOUT 400 FEET ALONG HY. 208 FROM BRIDGE AND POND, 29
 MA1345'FEET SOUTH OF THE CENTER OF HY. 208, 15 FEET WEST OF A TELEPHONE
 MA1345'POLE (L-30-11), AT A WITNESS POST AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1349 ***********************************************************************
 MA1349  DESIGNATION -  CLINTON RM 1
 MA1349  PID         -  MA1349
 MA1349  STATE/COUNTY-  PA/VENANGO
 MA1349  USGS QUAD   -  EAU CLAIRE (1979)
 MA1349
 MA1349                         *CURRENT SURVEY CONTROL
 MA1349  ___________________________________________________________________
 MA1349* NAD 83(1986)-  41 11 55.     (N)    079 52 12.     (W)     SCALED    
 MA1349* NAVD 88     -       448.149  (meters)    1470.30   (feet)  ADJUSTED  
 MA1349  ___________________________________________________________________
 MA1349  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 MA1349  DYNAMIC HT  -         447.937 (meters)    1469.61  (feet)  COMP
 MA1349  MODELED GRAV-     980,138.7   (mgal)                       NAVD 88
 MA1349
 MA1349  VERT ORDER  -  SECOND    CLASS 0
 MA1349
 MA1349.The horizontal coordinates were scaled from a topographic map and have
 MA1349.an estimated accuracy of +/- 6 seconds.
 MA1349
 MA1349.The orthometric height was determined by differential leveling
 MA1349.and adjusted by the National Geodetic Survey in June 1991..
 MA1349
 MA1349.The geoid height was determined by GEOID03.
 MA1349
 MA1349.The dynamic height is computed by dividing the NAVD 88
 MA1349.geopotential number by the normal gravity value computed on the
 MA1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1349.degrees latitude (g = 980.6199 gals.).
 MA1349
 MA1349.The modeled gravity was interpolated from observed gravity values.
 MA1349
 MA1349;                    North         East    Units  Estimated Accuracy
 MA1349;SPC PA N     -   116,780.      422,190.      MT  (+/- 180 meters Scaled)
 MA1349
 MA1349                          SUPERSEDED SURVEY CONTROL
 MA1349
 MA1349  NGVD 29 (??/??/92)  448.301  (m)         1470.80   (f) ADJ UNCH    2 0
 MA1349
 MA1349.Superseded values are not recommended for survey control.
 MA1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1349.See file dsdata.txt to determine how the superseded data were derived.
 MA1349
 MA1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF947614(NAD 83)
 MA1349_MARKER: DR = REFERENCE MARK DISK
 MA1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1349_STAMPING: CLINTON NO 1 1958
 MA1349_PROJECTION: FLUSH
 MA1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1349+STABILITY: SURFACE MOTION
 MA1349
 MA1349  HISTORY     - Date     Condition        Report By
 MA1349  HISTORY     - 1958     MONUMENTED       CGS
 MA1349
 MA1349                          STATION DESCRIPTION
 MA1349
 MA1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA1349'IN CLINTONVILLE.
 MA1349'LOCATED IN THE SOUTHEAST PART OF CLINTONVILLE AT A CEMETERY AND
 MA1349'UNUSED CHURCH ABOUT TWO HUNDRED (200) FEET SOUTH OF STATE HY.
 MA1349'208.  SET 125 FEET NORTH NORTHEAST OF THE NORTHEAST CORNER OF
 MA1349'CHURCH, 41 FEET NORTHEAST OF A 1 FOOT CEDAR TREE, 14 FEET SOUTH
 MA1349'OF AN IRON PIPE IN GROUND AND 63 FEET NORTH OF CLINTON STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1347 ***********************************************************************
 MA1347  DESIGNATION -  CLINTON RM 2
 MA1347  PID         -  MA1347
 MA1347  STATE/COUNTY-  PA/VENANGO
 MA1347  USGS QUAD   -  EAU CLAIRE (1979)
 MA1347
 MA1347                         *CURRENT SURVEY CONTROL
 MA1347  ___________________________________________________________________
 MA1347* NAD 83(1986)-  41 11 55.     (N)    079 52 12.     (W)     SCALED    
 MA1347* NAVD 88     -       449.148  (meters)    1473.58   (feet)  ADJUSTED  
 MA1347  ___________________________________________________________________
 MA1347  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 MA1347  DYNAMIC HT  -         448.937 (meters)    1472.89  (feet)  COMP
 MA1347  MODELED GRAV-     980,138.7   (mgal)                       NAVD 88
 MA1347
 MA1347  VERT ORDER  -  SECOND    CLASS 0
 MA1347
 MA1347.The horizontal coordinates were scaled from a topographic map and have
 MA1347.an estimated accuracy of +/- 6 seconds.
 MA1347
 MA1347.The orthometric height was determined by differential leveling
 MA1347.and adjusted by the National Geodetic Survey in June 1991..
 MA1347
 MA1347.The geoid height was determined by GEOID03.
 MA1347
 MA1347.The dynamic height is computed by dividing the NAVD 88
 MA1347.geopotential number by the normal gravity value computed on the
 MA1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1347.degrees latitude (g = 980.6199 gals.).
 MA1347
 MA1347.The modeled gravity was interpolated from observed gravity values.
 MA1347
 MA1347;                    North         East    Units  Estimated Accuracy
 MA1347;SPC PA N     -   116,780.      422,190.      MT  (+/- 180 meters Scaled)
 MA1347
 MA1347                          SUPERSEDED SURVEY CONTROL
 MA1347
 MA1347  NGVD 29 (??/??/92)  449.301  (m)         1474.08   (f) ADJ UNCH    2 0
 MA1347
 MA1347.Superseded values are not recommended for survey control.
 MA1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1347.See file dsdata.txt to determine how the superseded data were derived.
 MA1347
 MA1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF947614(NAD 83)
 MA1347_MARKER: DR = REFERENCE MARK DISK
 MA1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1347_STAMPING: CLINTON NO 2 1958
 MA1347_PROJECTION: FLUSH
 MA1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1347+STABILITY: SURFACE MOTION
 MA1347
 MA1347  HISTORY     - Date     Condition        Report By
 MA1347  HISTORY     - 1958     MONUMENTED       CGS
 MA1347
 MA1347                          STATION DESCRIPTION
 MA1347
 MA1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA1347'IN CLINTONVILLE.
 MA1347'LOCATED IN THE SOUTHEAST PART OF CLINTONVILLE AT THE CEMETERY
 MA1347'AND UNUSED CHURCH.  ABOUT 200 FEET SOUTH OF STATE HY. 208.  AT
 MA1347'THE NORTHEAST CORNER OF THE CHURCH AND 69 FEET SOUTHWEST OF
 MA1347'CLINTON STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1708 ***********************************************************************
 LZ1708  DESIGNATION -  CLUB
 LZ1708  PID         -  LZ1708
 LZ1708  STATE/COUNTY-  PA/LYCOMING
 LZ1708  USGS QUAD   -  SALLADASBURG (1973)
 LZ1708
 LZ1708                         *CURRENT SURVEY CONTROL
 LZ1708  ___________________________________________________________________
 LZ1708* NAD 83(1992)-  41 20 06.40748(N)    077 09 15.92266(W)     ADJUSTED  
 LZ1708* NAVD 88     -       552.     (meters)    1811.     (feet)  SCALED    
 LZ1708  ___________________________________________________________________
 LZ1708  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 LZ1708  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 LZ1708
 LZ1708  HORZ ORDER  -  SECOND
 LZ1708
 LZ1708.The horizontal coordinates were established by classical geodetic methods
 LZ1708.and adjusted by the National Geodetic Survey in June 2002..
 LZ1708
 LZ1708.The orthometric height was scaled from a topographic map.
 LZ1708
 LZ1708.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1708
 LZ1708.The geoid height was determined by GEOID03.
 LZ1708
 LZ1708;                    North         East     Units Scale Factor Converg.
 LZ1708;SPC PA N     -   129,931.676   649,851.836   MT  0.99995787   +0 23 38.4
 LZ1708;SPC PA N     -   426,284.17  2,132,055.57   sFT  0.99995787   +0 23 38.4
 LZ1708;UTM  18      - 4,578,197.979   319,725.041   MT  0.99999997   -1 25 23.9
 LZ1708
 LZ1708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1708!SPC PA N     -   0.99991865  x   0.99995787  =   0.99987652
 LZ1708!UTM  18      -   0.99991865  x   0.99999997  =   0.99991862
 LZ1708
 LZ1708|---------------------------------------------------------------------|
 LZ1708| PID    Reference Object                     Distance      Geod. Az  |
 LZ1708|                                                           dddmmss.s |
 LZ1708| CK6831 CLUB RM 1                            15.328 METERS 20917     |
 LZ1708| LZ1707 HOWELL USGS 1958                     15.674 METERS 31924     |
 LZ1708| LZ1710 BUCK                                APPROX. 7.5 KM 3362051.7 |
 LZ1708|---------------------------------------------------------------------|
 LZ1708
 LZ1708                          SUPERSEDED SURVEY CONTROL
 LZ1708
 LZ1708  NAD 83(1986)-  41 20 06.40520(N)    077 09 15.92091(W) AD(       ) 2
 LZ1708  NAD 27      -  41 20 06.14120(N)    077 09 17.01480(W) AD(       ) 2
 LZ1708
 LZ1708.Superseded values are not recommended for survey control.
 LZ1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1708.See file dsdata.txt to determine how the superseded data were derived.
 LZ1708
 LZ1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL1972578198(NAD 83)
 LZ1708_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1708
 LZ1708  HISTORY     - Date     Condition        Report By
 LZ1708  HISTORY     - 1958     MONUMENTED       CGS
 LZ1708
 LZ1708                          STATION DESCRIPTION
 LZ1708
 LZ1708'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ1708'THE STATION IS ABOUT 10 MILES NORTHWEST OF WILLIAMSORT AND 4 MILES
 LZ1708'SOUTHWEST OF POWYS, ON THE HIGHEST PART OF A HILL KNOWN LOCALLY
 LZ1708'AS COAL MOUNTAIN AND IS ON PROPERTY OWNED BY THE POOR SHOT HUNTING
 LZ1708'CLUB.
 LZ1708'
 LZ1708'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 973 AND U.S. HIGHWAYS 14
 LZ1708'AND 15 WHICH IS ABOUT 5 MILES WEST OF WILLIAMSPORT, AT COGAN STATION,
 LZ1708'GO SOUTHWESTERLY ON STATE HIGHWAY 973 FOR 4.1 MILES TO A SIDE ROAD ON
 LZ1708'THE RIGHT AT A SCHOOL HOUSE.  TURN RIGHT, GO 0.65 MILE TO A LOCKED
 LZ1708'GATE.  PASS THROUGH GATE AND CONTINUE 0.85 MILE TO A ROAD FORK.  TAKE
 LZ1708'RIGHT FORK, GO ABOUT 100 FEET TO A SMALL SHED.  TURN RIGHT AND
 LZ1708'FOLLOW A WOODS ROAD, EASTERLY, FOR 0.7 MILE TO A ROAD FORK.  TAKE
 LZ1708'RIGHT FORK, GO 0.7 MILE TO A TRIANGULAR BLAZE ON TREE ON THE RIGHT
 LZ1708'AND A BLAZED TRAIL LEADING INTO THE WOODS ON THE LEFT.  TURN
 LZ1708'LEFT, GO ABOUT 50 YARDS TO HIGHEST PART OF HILL AND THE STATION.
 LZ1708'
 LZ1708'STATION MARKS, ARE STANDARD DISKS STAMPED CLUB 1958.  THE SURFACE
 LZ1708'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 LZ1708'38 FEET SOUTHWEST OF A TRIANGULAR BLAZE ON A 12-INCH TREE, 24 FEET
 LZ1708'SOUTHEAST OF A TRIANGULAR BLAZE ON A 6-INCH PINE TREE AND 14 FEET
 LZ1708'NORTH-NORTHWEST OF A TRIANGULAR BLAZE ON A 4-INCH TREE.  A STANDARD
 LZ1708'WITNESS POST WAS SET 3 FEET EAST SOUTHEAST OF MARK.  THE UNDERGROUND
 LZ1708'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE
 LZ1708'SURFACE OF THE GROUND.
 LZ1708'
 LZ1708'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CLUB NO 1 1958, IS SET
 LZ1708'IN A CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 39 FEET SOUTH OF
 LZ1708'A TRIANGULAR BLAZE ON A 4-INCH TREE AND 4 FEET WEST OF A TRIANGULAR
 LZ1708'BLAZE ON A 4-INCH TREE.
 LZ1708'
 LZ1708'REFERENCE MARK NO. 2, IS A U.S. GEOLOGICAL SURVEY STATION DISK, NO
 LZ1708'STAMPING, SET IN A DRILL HOLE IN A BURIED BOULDER WHICH PROJECTS
 LZ1708'12 INCHES.  IT IS 28 FEET WEST OF A TRIANGULAR BLAZE ON A 6-INCH PINE
 LZ1708'TREE.
 LZ1708'
 LZ1708'NO AZIMUTH MARK WAS SET.
 LZ1708'
 LZ1708'NOTE- TO OBTAIN KEY FOR THE LOCKED GATE IN ROUTE TO STATION SEE MR.
 LZ1708'W.H. CORSON 1028 CHERRY STREET, WILLIAMSPORT, PENNSYLVANIA.
 LZ1708'
 LZ1708'HEIGHT OF LIGHT ABOVE STATION MARK 13 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2165 ***********************************************************************
 KX2165  DESIGNATION -  COAL
 KX2165  PID         -  KX2165
 KX2165  STATE/COUNTY-  PA/CENTRE
 KX2165  USGS QUAD   -  BLACK MOSHANNON (1994)
 KX2165
 KX2165                         *CURRENT SURVEY CONTROL
 KX2165  ___________________________________________________________________
 KX2165* NAD 83(1992)-  40 58 33.00612(N)    078 04 21.30702(W)     ADJUSTED  
 KX2165* NAVD 88     -       532.6    (meters)    1747.     (feet)  VERTCON   
 KX2165  ___________________________________________________________________
 KX2165  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 KX2165  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KX2165
 KX2165  HORZ ORDER  -  SECOND
 KX2165
 KX2165.The horizontal coordinates were established by classical geodetic methods
 KX2165.and adjusted by the National Geodetic Survey in June 2002..
 KX2165
 KX2165.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2165
 KX2165.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2165
 KX2165.The geoid height was determined by GEOID03.
 KX2165
 KX2165;                    North         East     Units Scale Factor Converg.
 KX2165;SPC PA N     -    89,911.751   572,849.751   MT  0.99998636   -0 12 48.3
 KX2165;SPC PA N     -   294,985.47  1,879,424.56   sFT  0.99998636   -0 12 48.3
 KX2165;UTM  17      - 4,540,202.539   746,305.157   MT  1.00034674   +1 55 14.1
 KX2165;UTM  18      - 4,540,622.352   241,478.947   MT  1.00042265   -2 00 57.4
 KX2165
 KX2165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2165!SPC PA N     -   0.99992160  x   0.99998636  =   0.99990796
 KX2165!UTM  17      -   0.99992160  x   1.00034674  =   1.00026831
 KX2165!UTM  18      -   0.99992160  x   1.00042265  =   1.00034421
 KX2165
 KX2165|---------------------------------------------------------------------|
 KX2165| PID    Reference Object                     Distance      Geod. Az  |
 KX2165|                                                           dddmmss.s |
 KX2165| CK6832 COAL RM 1                             8.520 METERS 11048     |
 KX2165| KX2171 RNG PHILLIPSBURG PSB                APPROX. 4.5 KM 2474200.4 |
 KX2165| CK6833 COAL RM 2                            10.000 METERS 25335     |
 KX2165|---------------------------------------------------------------------|
 KX2165
 KX2165                          SUPERSEDED SURVEY CONTROL
 KX2165
 KX2165  NAD 83(1986)-  40 58 33.00645(N)    078 04 21.30979(W) AD(       ) 2
 KX2165  NAD 27      -  40 58 32.79950(N)    078 04 22.28190(W) AD(       ) 2
 KX2165  NGVD 29 (07/19/86)  532.8    (m)         1748.     (f) VERT ANG       
 KX2165
 KX2165.Superseded values are not recommended for survey control.
 KX2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2165.See file dsdata.txt to determine how the superseded data were derived.
 KX2165
 KX2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF4630540203(NAD 83)
 KX2165_MARKER: DS = TRIANGULATION STATION DISK
 KX2165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2165
 KX2165  HISTORY     - Date     Condition        Report By
 KX2165  HISTORY     - 1959     MONUMENTED       CGS
 KX2165
 KX2165                          STATION DESCRIPTION
 KX2165
 KX2165'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 KX2165'STATION IS LOCATED ON TOP OF A HIGH SPOIL BANK, ABOUT 3 MILES
 KX2165'SOUTHEAST OF GRASSFLAT, 2 MILES SOUTHWEST OF GORTON, 1 MILE
 KX2165'NORTHEAST OF VIADUCT AND ON PROPERTY OWNED BY THE CLEARFIELD
 KX2165'BITUMINOUS COAL COMPANY.
 KX2165'
 KX2165'STATION IS REACHED FROM THE POST OFFICE IN GRASSFLAT.  GO EAST ON A
 KX2165'SURFACED ROAD FOR 0.15 MILE TO A Y-INTERSECTION, KEEP LEFT,
 KX2165'STRAIGHT AHEAD AND CONTINUE EAST FOR 0.6 MILE TO THE END OF THE
 KX2165'SURFACED ROAD, CONTINUE ON THE MAIN GRAVELED ROAD FOR 0.35
 KX2165'MILE TO A FORK, KEEP RIGHT, STRAIGHT AHEAD ON THE GRAVELED ROAD FOR
 KX2165'0.94 MILE TO A T-ROAD.  TURN LEFT AND CONTINUE ON THE MAIN
 KX2165'TRAVELED ROAD FOR 0.06 MILE TO A FORK, KEEP RIGHT ON THE MAIN
 KX2165'TRAVELED ROAD FOR 0.4 MILE TO THE CENTER OF A CONCRETE BRIDGE,
 KX2165'CONTINUE ON THE MAIN TRAVELED ROAD FOR 0.52 MILE TO A RAILROAD
 KX2165'CROSSING, CROSS THE RAILROAD TRACKS AND CONTINUE ON THE MAIN
 KX2165'TRAVELED ROAD FOR 0.57 MILE TO THE TOP OF A HILL AND A TRACK ROAD
 KX2165'RIGHT.  TURN RIGHT AND GO SOUTH ON THE TRACK ROAD FOR 0.42 MILE TO A
 KX2165'REVERSE Y-INTERSECTION, KEEP RIGHT, STRAIGHT AHEAD AND CONTINUE ON
 KX2165'THE TRACK ROAD FOR 0.52 MILE TO A FORK, KEEP THE RIGHT HAND ROAD AND
 KX2165'CONTINUE INTO A STRIP MINE FOR 0.15 MILE TO A FORK, KEEP THE
 KX2165'RIGHT HAND ROAD AND CONTINUE STRAIGHT AHEAD FOR 0.6 MILE TO THE TOP
 KX2165'OF A HIGH SPOIL BANK AND STATION IN THE CENTER OF THE ROAD.
 KX2165'
 KX2165'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF SQUARE CONCRETE
 KX2165'MONUMENTS WHICH PROJECT ABOUT 2 INCHES ABOVE THE SURFACE OF
 KX2165'THE GROUND.
 KX2165'
 KX2165'STATION MARK IS STAMPED COAL 1959.
 KX2165'
 KX2165'REFERENCE MARK 1 IS STAMPED COAL NO 1 1959.
 KX2165'
 KX2165'REFERENCE MARK 2 IS STAMPED COAL NO 2 1959.
 KX2165'
 KX2165'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 KX2165'
 KX2165'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3059 ***********************************************************************
 JU3059  DESIGNATION -  COAL
 JU3059  PID         -  JU3059
 JU3059  STATE/COUNTY-  PA/PHILADELPHIA
 JU3059  USGS QUAD   -  CAMDEN (1995)
 JU3059
 JU3059                         *CURRENT SURVEY CONTROL
 JU3059  ___________________________________________________________________
 JU3059* NAD 83(1992)-  39 58 15.86325(N)    075 06 47.60606(W)     ADJUSTED  
 JU3059* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3059  ___________________________________________________________________
 JU3059  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 JU3059  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JU3059
 JU3059  HORZ ORDER  -  THIRD
 JU3059
 JU3059.The horizontal coordinates were established by classical geodetic methods
 JU3059.and adjusted by the National Geodetic Survey in June 2002..
 JU3059
 JU3059.The orthometric height was scaled from a topographic map.
 JU3059
 JU3059.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3059
 JU3059.The geoid height was determined by GEOID03.
 JU3059
 JU3059;                    North         East     Units Scale Factor Converg.
 JU3059;SPC PA S     -    74,173.861   825,224.715   MT  0.99999431   +1 42 38.6
 JU3059;SPC PA S     -   243,352.08  2,707,424.75   sFT  0.99999431   +1 42 38.6
 JU3059;SPC NJ       -   126,482.934    97,617.418   MT  0.99993377   -0 23 38.2
 JU3059;SPC NJ       -   414,969.43    320,266.48   sFT  0.99993377   -0 23 38.2
 JU3059;UTM  18      - 4,424,552.764   490,331.163   MT  0.99960115   -0 04 21.8
 JU3059
 JU3059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3059!SPC PA S     -   1.00000506  x   0.99999431  =   0.99999937
 JU3059!SPC NJ       -   1.00000506  x   0.99993377  =   0.99993883
 JU3059!UTM  18      -   1.00000506  x   0.99960115  =   0.99960621
 JU3059
 JU3059|---------------------------------------------------------------------|
 JU3059| PID    Reference Object                     Distance      Geod. Az  |
 JU3059|                                                           dddmmss.s |
 JU3059| JU3060 PHILADELPHIA WM CRAMP CHIMNEY       353.765 METERS 00640     |
 JU3059| JU3073 PAVONIA HIGH STANDPIPE              APPROX. 2.7 KM 1374821.9 |
 JU3059| JU3052 CAMDEN COURTHOUSE BALL              APPROX. 3.0 KM 1900819.4 |
 JU3059| CB1365 COAL RM 2                             5.200 METERS 25652     |
 JU3059| CB1364 COAL RM 1                             5.396 METERS 32544     |
 JU3059|---------------------------------------------------------------------|
 JU3059
 JU3059                          SUPERSEDED SURVEY CONTROL
 JU3059
 JU3059  NAD 83(1996)-  39 58 15.86325(N)    075 06 47.60602(W) AD(       ) 3
 JU3059  NAD 83(1991)-  39 58 15.86133(N)    075 06 47.60789(W) AD(       ) 3
 JU3059  NAD 83(1986)-  39 58 15.85831(N)    075 06 47.60832(W) AD(       ) 3
 JU3059  NAD 27      -  39 58 15.45800(N)    075 06 48.97600(W) AD(       ) 3
 JU3059
 JU3059.Superseded values are not recommended for survey control.
 JU3059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3059.See file dsdata.txt to determine how the superseded data were derived.
 JU3059
 JU3059_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9033124553(NAD 83)
 JU3059_MARKER: DS = TRIANGULATION STATION DISK
 JU3059_SETTING: 0 = UNSPECIFIED SETTING
 JU3059
 JU3059  HISTORY     - Date     Condition        Report By
 JU3059  HISTORY     - 1925     MONUMENTED       CGS
 JU3059  HISTORY     - 1935     GOOD             CGS
 JU3059  HISTORY     - 1946     GOOD             CGS
 JU3059
 JU3059                          STATION DESCRIPTION
 JU3059
 JU3059'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 JU3059'LOCATED ON PIER NO. 18, PORT RICHMOND TERMINAL, WHICH IS AT THE FOOT
 JU3059'OF HUNTINGTON ST., PHILADELPHIA.  STATION IS LOCATED ON TOP OF
 JU3059'THE CONCRETE DOCK, NEAR STEEL INCLINE WHICH IS USED TO STOP THE EMPTY
 JU3059'COAL CARS.  IT IS 7.3 FEET FROM UPPER OUTER CORNER OF
 JU3059'DOCK, AND 4.5 FEET FROM OUTER EDGE OF DOCK.  STATION MARK IS A
 JU3059'STANDARD DISK CEMENTED IN A DRILLED HOLE IN THE DOCK.
 JU3059'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILLED HOLE IN
 JU3059'DOCK, AND NO. 2 IS A 1/2-INCH COPPER ROD WITH A HOLE IN THE
 JU3059'TOP, CEMENTED IN A DRILLED HOLE IN THE DOCK.
 JU3059'
 JU3059'HEIGHT OF SIGNAL ABOVE STATION MARK 2.5 METERS.
 JU3059
 JU3059                          STATION RECOVERY (1935)
 JU3059
 JU3059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 JU3059'RECOVERED AS DESCRIBED.  NO APPARENT DISTURBANCE.
 JU3059
 JU3059                          STATION RECOVERY (1946)
 JU3059
 JU3059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3059'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION AND
 JU3059'THE 1935 RECOVERY ARE ADEQUATE.  DISTANCES TO
 JU3059'RMS MEASURED AND FOUND TO BE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2377 ***********************************************************************
 MA2377  DESIGNATION -  COAL KNOB LOT USGS 1967
 MA2377  PID         -  MA2377
 MA2377  STATE/COUNTY-  PA/WARREN
 MA2377  USGS QUAD   -  CORNPLANTER BRIDGE (1973)
 MA2377
 MA2377                         *CURRENT SURVEY CONTROL
 MA2377  ___________________________________________________________________
 MA2377* NAD 83(1992)-  41 50 11.50403(N)    078 58 36.21911(W)     ADJUSTED  
 MA2377* NAVD 88     -       655.     (meters)    2149.     (feet)  VERTCON   
 MA2377  ___________________________________________________________________
 MA2377  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 MA2377  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 MA2377
 MA2377  HORZ ORDER  -  SECOND
 MA2377
 MA2377.The horizontal coordinates were established by classical geodetic methods
 MA2377.and adjusted by the National Geodetic Survey in June 2002..
 MA2377
 MA2377.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2377
 MA2377.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2377
 MA2377.The geoid height was determined by GEOID03.
 MA2377
 MA2377;                    North         East     Units Scale Factor Converg.
 MA2377;SPC PA N     -   186,169.734   498,110.061   MT  0.99998355   -0 48 41.5
 MA2377;SPC PA N     -   610,791.87  1,634,216.09   sFT  0.99998355   -0 48 41.5
 MA2377;UTM  17      - 4,633,605.376   667,994.705   MT  0.99994729   +1 20 59.5
 MA2377
 MA2377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2377!SPC PA N     -   0.99990238  x   0.99998355  =   0.99988593
 MA2377!UTM  17      -   0.99990238  x   0.99994729  =   0.99984968
 MA2377
 MA2377:                Primary Azimuth Mark                     Grid Az
 MA2377:SPC PA N     -  ET 5 PHT RM                              334 29 02.5
 MA2377:UTM  17      -  ET 5 PHT RM                              332 19 21.5
 MA2377
 MA2377|---------------------------------------------------------------------|
 MA2377| PID    Reference Object                     Distance      Geod. Az  |
 MA2377|                                                           dddmmss.s |
 MA2377| MA1835 ET 5 PHT RM                         APPROX. 4.9 KM 3334021.0 |
 MA2377|---------------------------------------------------------------------|
 MA2377
 MA2377                          SUPERSEDED SURVEY CONTROL
 MA2377
 MA2377  NAD 83(1996)-  41 50 11.50458(N)    078 58 36.21894(W) AD(       ) 2
 MA2377  NAD 83(1986)-  41 50 11.50608(N)    078 58 36.21793(W) AD(       ) 2
 MA2377  NAD 27      -  41 50 11.28907(N)    078 58 37.08013(W) AD(       ) 2
 MA2377  NGVD 29 (07/19/86)  655.     (m)         2149.     (f) VERT ANG       
 MA2377
 MA2377.Superseded values are not recommended for survey control.
 MA2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2377.See file dsdata.txt to determine how the superseded data were derived.
 MA2377
 MA2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG6799533605(NAD 83)
 MA2377_MARKER: Z = SEE DESCRIPTION
 MA2377_SETTING: 0 = UNSPECIFIED SETTING
 MA2377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA2377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA2377+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2005
 MA2377
 MA2377  HISTORY     - Date     Condition        Report By
 MA2377  HISTORY     - 1967     MONUMENTED       USGS
 MA2377  HISTORY     - 19970420 GOOD             USPSQD
 MA2377  HISTORY     - 20030531 GOOD             GEOCAC
 MA2377  HISTORY     - 20050821 GOOD             GEOCAC
 MA2377
 MA2377                          STATION DESCRIPTION
 MA2377
 MA2377'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JLC)
 MA2377'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION KINZUA 1967
 MA2377'TO COAL KNOB (USGS) AND THE DISTANCE IS SHOWN ABOVE.
 MA2377'
 MA2377'THE STATION IS LOCATED ON THE SUMMIT OF COAL KNOB, IN THE CENTER OF
 MA2377'THE BASE OF THE COAL KNOB LOOKOUT TOWER, ABOUT 9 MILES EAST OF
 MA2377'WARREN, 8 MILES NORTH-NORTHWEST OF LUDLOW AND 1-1/4 MILES EAST OF
 MA2377'KINZUA DAM.
 MA2377'
 MA2377'TO REACH THE STATION FROM THE KINZUA DAM, GO SOUTH AND EAST ON STATE
 MA2377'HIGHWAY 59 FOR 3.2 MILES TO A PAVED SIDE ROAD RIGHT.  (JUST
 MA2377'BEFORE REACHING A LARGE BRIDGE) TURN RIGHT AND GO SOUTH ON THE PAVED
 MA2377'ROAD FOR 1.2 MILES TO A SIDE ROAD RIGHT AND SIGN JAKES ROCKS.
 MA2377'TURN RIGHT AND GO WEST, SOUTH AND WEST ON THE PAVED ROAD FOR 1.1
 MA2377'MILES TO A T-ROAD.  (SIGN WITH LETTERING COAL KNOB FIRE TOWER).
 MA2377'TURN LEFT AND GO SOUTH ON A PAVED ROAD FOR 0.05 MILE TO A SIDE ROAD
 MA2377'LEFT.  TURN LEFT AND TAKE THE DIRT WOODS ROAD, UPHILL, SOUTH FOR
 MA2377'0.1 MILE TO THE END OF THE ROAD.  HIKE SOUTHWEST ALONG A ROCKY
 MA2377'PATH TO THE SUMMIT OF THE HILL AND THE STATION.
 MA2377'
 MA2377'U.S.G.S. TRIANGULATION STATION COAL KNOB IS A STANDARD U.S.G.S. DISK
 MA2377'CEMENTED IN A DRILL HOLE IN A VERY LARGE AREA OF OUTCROPPING
 MA2377'BEDROCK.  THE DISK IS NOT STAMPED.
 MA2377
 MA2377                          STATION RECOVERY (1997)
 MA2377
 MA2377'RECOVERY NOTE BY US POWER SQUADRON 1997
 MA2377'RECOVERED IN GOOD CONDITION.
 MA2377
 MA2377                          STATION RECOVERY (2003)
 MA2377
 MA2377'RECOVERY NOTE BY GEOCACHING 2003 (RR)
 MA2377'RECOVERED IN GOOD CONDITION.
 MA2377
 MA2377                          STATION RECOVERY (2005)
 MA2377
 MA2377'RECOVERY NOTE BY GEOCACHING 2005 (JWH)
 MA2377'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1544 ***********************************************************************
 JU1544  DESIGNATION -  COATESVILLE
 JU1544  PID         -  JU1544
 JU1544  STATE/COUNTY-  PA/CHESTER
 JU1544  USGS QUAD   -  COATESVILLE (1997)
 JU1544
 JU1544                         *CURRENT SURVEY CONTROL
 JU1544  ___________________________________________________________________
 JU1544* NAD 83(1986)-  39 59 03.     (N)    075 49 18.     (W)     SCALED    
 JU1544* NAVD 88     -       107.079  (meters)     351.31   (feet)  ADJUSTED  
 JU1544  ___________________________________________________________________
 JU1544  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 JU1544  DYNAMIC HT  -         107.025 (meters)     351.13  (feet)  COMP
 JU1544  MODELED GRAV-     980,123.8   (mgal)                       NAVD 88
 JU1544
 JU1544  VERT ORDER  -  SECOND    CLASS 0
 JU1544
 JU1544.The horizontal coordinates were scaled from a topographic map and have
 JU1544.an estimated accuracy of +/- 6 seconds.
 JU1544
 JU1544.The orthometric height was determined by differential leveling
 JU1544.and adjusted by the National Geodetic Survey in June 1991..
 JU1544.WARNING-Repeat measurements at this control monument indicate possible
 JU1544.vertical movement.
 JU1544
 JU1544.The geoid height was determined by GEOID03.
 JU1544
 JU1544.The dynamic height is computed by dividing the NAVD 88
 JU1544.geopotential number by the normal gravity value computed on the
 JU1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1544.degrees latitude (g = 980.6199 gals.).
 JU1544
 JU1544.The modeled gravity was interpolated from observed gravity values.
 JU1544
 JU1544;                    North         East    Units  Estimated Accuracy
 JU1544;SPC PA S     -    74,060.      764,690.      MT  (+/- 180 meters Scaled)
 JU1544
 JU1544                          SUPERSEDED SURVEY CONTROL
 JU1544
 JU1544  NGVD 29 (??/??/??)  107.356  (m)          352.22   (f) ADJUSTED    2 0
 JU1544
 JU1544.Superseded values are not recommended for survey control.
 JU1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1544.See file dsdata.txt to determine how the superseded data were derived.
 JU1544
 JU1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK298263(NAD 83)
 JU1544_MARKER: DB = BENCH MARK DISK
 JU1544_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1544_SP_SET: FOOTING
 JU1544_STAMPING: 352.217 COATESVILLE 1935
 JU1544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1544_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1544+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2005
 JU1544
 JU1544  HISTORY     - Date     Condition        Report By
 JU1544  HISTORY     - 1935     MONUMENTED       CGS
 JU1544  HISTORY     - 1955     GOOD             CGS
 JU1544  HISTORY     - 1966     GOOD             CGS
 JU1544  HISTORY     - 19950728 GOOD             USPSQD
 JU1544  HISTORY     - 20051119 GOOD             GEOCAC
 JU1544
 JU1544                          STATION DESCRIPTION
 JU1544
 JU1544'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JU1544'AT COATESVILLE.
 JU1544'AT COATESVILLE, 1 BLOCK NORTH OF LINCOLN HIGHWAY (U.S. HIGHWAY
 JU1544'30), 15 FEET SOUTH OF SOUTH CURB OF CHESTNUT STREET, 89 YARDS
 JU1544'WEST OF WEST CURB OF 3RD AVENUE NORTH, AT THE POST OFFICE, 9
 JU1544'FEET NORTHEAST OF CENTER OF THE NORTH (MAIN) ENTRANCE TO POST
 JU1544'OFFICE, 3.2 FEET NORTH OF NORTH FACE OF BUILDING, IN THE TOP OF
 JU1544'STONE FOOTING OF AN ORNAMENTAL IRON RAIL AND ABOUT 1 1/3 FOOT
 JU1544'ABOVE LEVEL OF SIDE WALK.
 JU1544
 JU1544                          STATION RECOVERY (1966)
 JU1544
 JU1544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JU1544'RECOVERED IN GOOD CONDITION.
 JU1544
 JU1544                          STATION RECOVERY (1995)
 JU1544
 JU1544'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU1544'RECOVERED IN GOOD CONDITION.
 JU1544
 JU1544                          STATION RECOVERY (2005)
 JU1544
 JU1544'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 JU1544'BUILDING IS STILL THE POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3964 ***********************************************************************
 JU3964  DESIGNATION -  COATESVILLE VETERANS HOSP TK
 JU3964  PID         -  JU3964
 JU3964  STATE/COUNTY-  PA/CHESTER
 JU3964  USGS QUAD   -  COATESVILLE (1997)
 JU3964
 JU3964                         *CURRENT SURVEY CONTROL
 JU3964  ___________________________________________________________________
 JU3964* NAD 83(1992)-  39 59 57.61714(N)    075 47 43.80944(W)     ADJUSTED  
 JU3964* NAVD 88     -                                                        
 JU3964  ___________________________________________________________________
 JU3964  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 JU3964  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 JU3964
 JU3964  HORZ ORDER  -  THIRD
 JU3964
 JU3964.The horizontal coordinates were established by classical geodetic methods
 JU3964.and adjusted by the National Geodetic Survey in June 2002..
 JU3964
 JU3964
 JU3964.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3964
 JU3964.The geoid height was determined by GEOID03.
 JU3964
 JU3964;                    North         East     Units Scale Factor Converg.
 JU3964;SPC PA S     -    75,796.474   766,888.443   MT  0.99999033   +1 16 05.0
 JU3964;SPC PA S     -   248,675.60  2,516,033.17   sFT  0.99999033   +1 16 05.0
 JU3964;UTM  18      - 4,427,986.771   432,095.096   MT  0.99965676   -0 30 40.9
 JU3964
 JU3964                          SUPERSEDED SURVEY CONTROL
 JU3964
 JU3964  NAD 83(1991)-  39 59 57.61391(N)    075 47 43.81159(W) AD(       ) 4
 JU3964  NAD 83(1986)-  39 59 57.60580(N)    075 47 43.77948(W) AD(       ) 4
 JU3964  NAD 27      -  39 59 57.23170(N)    075 47 45.03533(W) AD(       ) 3
 JU3964
 JU3964.Superseded values are not recommended for survey control.
 JU3964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3964.See file dsdata.txt to determine how the superseded data were derived.
 JU3964
 JU3964_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK3209527987(NAD 83)
 JU3964_MARKER: 51 = TANK
 JU3964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3964+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2003
 JU3964
 JU3964  HISTORY     - Date     Condition        Report By
 JU3964  HISTORY     - 1966     FIRST OBSERVED   CGS
 JU3964  HISTORY     - 1979     GOOD             NGS
 JU3964  HISTORY     - 19950728 GOOD             USPSQD
 JU3964  HISTORY     - 20030329 GOOD             USPSQD
 JU3964
 JU3964                          STATION DESCRIPTION
 JU3964
 JU3964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (RGP)
 JU3964'RECOVERED IN GOOD CONDITION.
 JU3964'
 JU3964'A DESCRIPTION OF THIS STATION IS REQUIRED AND FOLLOWS.
 JU3964'
 JU3964'LOCATED 1 MILE NORTH OF COATESVILLE AND ON THE GROUNDS OF THE VETERANS
 JU3964'HOSPITAL.
 JU3964'
 JU3964'TO REACH FROM THE VETERANS HOSPITAL EXIT ALONG HIGHWAY 30, GO SOUTH ON
 JU3964'REESEVILLE ROAD FOR 0.15 MILE TO HIGHWAY 340.  CONTINUE SOUTHERLY ON
 JU3964'N CALM ROAD FOR 0.15 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SW
 JU3964'ON RIDGEVIEW DRIVE FOR 0.1 MILE TO THE STATION ON THE LEFT.
 JU3964'
 JU3964'THE STATION IS THE BALL ATOP THE 150 FOOT HIGH WATER TANK WHICH IS
 JU3964'SILVER IN COLOR AND IS SUPPORTED WITH 6 LEGS.
 JU3964
 JU3964                          STATION RECOVERY (1995)
 JU3964
 JU3964'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU3964'RECOVERED IN GOOD CONDITION.
 JU3964
 JU3964                          STATION RECOVERY (2003)
 JU3964
 JU3964'RECOVERY NOTE BY US POWER SQUADRON 2003 (EYH)
 JU3964'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1573 ***********************************************************************
 JU1573  DESIGNATION -  COCHRAN
 JU1573  PID         -  JU1573
 JU1573  STATE/COUNTY-  PA/CHESTER
 JU1573  USGS QUAD   -  OXFORD (1992)
 JU1573
 JU1573                         *CURRENT SURVEY CONTROL
 JU1573  ___________________________________________________________________
 JU1573* NAD 83(1992)-  39 51 29.22795(N)    075 56 17.30375(W)     ADJUSTED  
 JU1573* NAVD 88     -       190.716  (meters)     625.71   (feet)  ADJUSTED  
 JU1573  ___________________________________________________________________
 JU1573  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 JU1573  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JU1573  DYNAMIC HT  -         190.619 (meters)     625.39  (feet)  COMP
 JU1573  MODELED GRAV-     980,111.5   (mgal)                       NAVD 88
 JU1573
 JU1573  HORZ ORDER  -  SECOND
 JU1573  VERT ORDER  -  SECOND    CLASS 0
 JU1573
 JU1573.The horizontal coordinates were established by classical geodetic methods
 JU1573.and adjusted by the National Geodetic Survey in June 2002..
 JU1573
 JU1573.The orthometric height was determined by differential leveling
 JU1573.and adjusted by the National Geodetic Survey in June 1991..
 JU1573
 JU1573.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1573
 JU1573.The geoid height was determined by GEOID03.
 JU1573
 JU1573.The dynamic height is computed by dividing the NAVD 88
 JU1573.geopotential number by the normal gravity value computed on the
 JU1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1573.degrees latitude (g = 980.6199 gals.).
 JU1573
 JU1573.The modeled gravity was interpolated from observed gravity values.
 JU1573
 JU1573;                    North         East     Units Scale Factor Converg.
 JU1573;SPC PA S     -    59,860.010   755,032.544   MT  1.00001261   +1 10 31.9
 JU1573;SPC PA S     -   196,390.72  2,477,135.94   sFT  1.00001261   +1 10 31.9
 JU1573;SPC MD       -   243,806.785   490,870.476   MT  1.00009693   +0 39 59.3
 JU1573;SPC MD       -   799,889.43  1,610,464.22   sFT  1.00009693   +0 39 59.3
 JU1573;SPC DE       -   206,406.598   155,377.472   MT  1.00001950   -0 20 03.2
 JU1573;SPC DE       -   677,185.65    509,767.59   sFT  1.00001950   -0 20 03.2
 JU1573;UTM  18      - 4,412,431.050   419,754.518   MT  0.99967927   -0 36 04.6
 JU1573
 JU1573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1573!SPC PA S     -   0.99997529  x   1.00001261  =   0.99998790
 JU1573!SPC MD       -   0.99997529  x   1.00009693  =   1.00007222
 JU1573!SPC DE       -   0.99997529  x   1.00001950  =   0.99999479
 JU1573!UTM  18      -   0.99997529  x   0.99967927  =   0.99965457
 JU1573
 JU1573|---------------------------------------------------------------------|
 JU1573| PID    Reference Object                     Distance      Geod. Az  |
 JU1573|                                                           dddmmss.s |
 JU1573| JU1574 COCHRAN RM 1                         22.125 METERS 14927     |
 JU1573| JU1571 COCHRAN AZ MK                                      1663452.8 |
 JU1573| JU3972 OXFORD PRESBYTERIAN CH SPIRE        APPROX. 8.8 KM 2034438.0 |
 JU1573| JU1572 COCHRAN RM 2                         24.646 METERS 25351     |
 JU1573|---------------------------------------------------------------------|
 JU1573
 JU1573                          SUPERSEDED SURVEY CONTROL
 JU1573
 JU1573  NAD 83(1991)-  39 51 29.22468(N)    075 56 17.30438(W) AD(       ) 2
 JU1573  NAD 83(1986)-  39 51 29.22123(N)    075 56 17.30943(W) AD(       ) 2
 JU1573  NAD 27      -  39 51 28.83046(N)    075 56 18.50380(W) AD(       ) 2
 JU1573  NGVD 29 (??/??/??)  191.004  (m)          626.65   (f) ADJUSTED    2 0
 JU1573
 JU1573.Superseded values are not recommended for survey control.
 JU1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1573.See file dsdata.txt to determine how the superseded data were derived.
 JU1573
 JU1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK1975512431(NAD 83)
 JU1573_MARKER: DE = TRAVERSE STATION DISK
 JU1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1573_STAMPING: COCHRAN 1966
 JU1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1573+STABILITY: SURFACE MOTION
 JU1573
 JU1573  HISTORY     - Date     Condition        Report By
 JU1573  HISTORY     - 1966     MONUMENTED       CGS
 JU1573  HISTORY     - 1966     GOOD             CGS
 JU1573
 JU1573                          STATION DESCRIPTION
 JU1573
 JU1573'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 JU1573'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF OXFORD, 2 MILES
 JU1573'SOUTH OF COCHRANVILLE AND IN A GROVE OF TREES ON THE WEST
 JU1573'SIDE OF STATE HIGHWAY 10. THE PROPERTY IS OWNED BY MR. VAUGHN MOORE.
 JU1573'
 JU1573'TO REACH THE STATION FROM THE POST OFFICE IN COCHRANVILLE, GO SOUTH
 JU1573'ON STATE HIGHWAY 10 FOR 2.5 MILES TO A CROSS ROAD, *TURN RIGHT
 JU1573'ON PAVED ROAD AND GO WEST FOR 0.2 MILE TO A TRACK ROAD ON THE RIGHT,
 JU1573'TURN RIGHT ON TRACK ROAD AND GO 0.1 MILE TO A WOODS ROAD ON THE
 JU1573'LEFT, TURN LEFT AND GO WEST ON WOODS ROAD FOR 0.1 MILE TO THE STATION
 JU1573'ON THE RIGHT.
 JU1573'
 JU1573'THE STATION MARK IS 26 FEET EAST OF A 12-INCH HICKORY TREE, 18 FEET
 JU1573'NORTH OF THE APPROXIMATE CENTER OF TRACK ROAD AND 5 FEET SOUTH
 JU1573'OF A METAL WITNESS POST. THE MARK IS A STANDARD TRAVERSE DISK SET IN
 JU1573'THE TOP OF A SQUARE CONCRETE POST PROJECTING 3 INCHES AND
 JU1573'STAMPED COCHRAN 1966.
 JU1573'
 JU1573'REFERENCE MARK NO 1 IS 31 FEET SOUTH OF THE APPROXIMATE CENTER OF
 JU1573'TRACK ROAD AND 11 FEET NORTH OF A 10-INCH HICKORY TREE.
 JU1573'THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 JU1573'PROJECTING 4 INCHES AND STAMPED COCHRAN NO 1 1966.
 JU1573'
 JU1573'REFERENCE MARK NO 2 IS 23 FEET NORTH OF THE APPROXIMATE CENTER OF
 JU1573'TRACK ROAD AND 17 FEET NORTHWEST OF A HICKORY TREE. THE MARK
 JU1573'IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 JU1573'PROJECTING 4 INCHES AND STAMPED COCHRAN NO 2 1966.
 JU1573'
 JU1573'THE AZIMUTH MARK IS 55 FEET NORTH OF THE APPROXIMATE CENTER OF
 JU1573'GRAVELED ROAD, 20 FEET WEST OF THE CENTERLINE OF STATE
 JU1573'HIGHWAY 10, 3 FEET NORTH OF A POWERLINE POLE AND 2 FEET SOUTHWEST OF
 JU1573'A METAL WITNESS POST. THE MARK IS A STANDARD DISK SET IN
 JU1573'THE TOP OF A SQUARE CONCRETE POST SET FLUSH WITH THE GROUND AND
 JU1573'STAMPED COCHRAN 1966.
 JU1573'
 JU1573'*TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY 10 AND
 JU1573'THE CROSS ROAD, GO SOUTH ON STATE HIGHWAY 10 FOR 0.45 MILE TO
 JU1573'THE MARK ON THE RIGHT, JUST BEFORE REACHING AN ELECTRIC SUB-STATION.
 JU1573'
 JU1573'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 JU1573
 JU1573                          STATION RECOVERY (1966)
 JU1573
 JU1573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JU1573'2.8 MI S FROM COCHRANVILLE.
 JU1573'2.5 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE POST OFFICE IN
 JU1573'COCHRANVILLE TO A CROSSROAD, THENCE WEST ALONG A PAVED ROAD 0.2
 JU1573'MILE TO A TRACK ON THE RIGHT JUST BEFORE REACHING A WHITE
 JU1573'HOUSE, TURN RIGHT ON TRACK ROAD 0.1 MILE TO A TRACK LEFT, WEST,
 JU1573'AT THE EDGE OF WOODS, TURN LEFT AND GO 0.1 MILE THROUGH WOODS TO
 JU1573'THE STATION, 80.86 FEET EAST OF RM 2, 72.59 FEET NORTHWEST OF RM
 JU1573'1, 26 FEET EAST OF A 12-INCH HOCKORY TREE, 18 FEET NORTH OF THE
 JU1573'APPROXIMATE CENTER OF A TRACK ROAD, 5 FEET SOUTH OF A METAL
 JU1573'WITNESS SIGN, SET IN THE TOP OF A CONCRETE POST PROJECTING 3-INCHES
 JU1573'AND IS ABOUT LEVEL WITH THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1571 ***********************************************************************
 JU1571  DESIGNATION -  COCHRAN AZ MK
 JU1571  PID         -  JU1571
 JU1571  STATE/COUNTY-  PA/CHESTER
 JU1571  USGS QUAD   -  OXFORD (1992)
 JU1571
 JU1571                         *CURRENT SURVEY CONTROL
 JU1571  ___________________________________________________________________
 JU1571* NAD 83(1986)-  39 50 58.     (N)    075 56 07.     (W)     SCALED    
 JU1571* NAVD 88     -       196.008  (meters)     643.07   (feet)  ADJUSTED  
 JU1571  ___________________________________________________________________
 JU1571  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 JU1571  DYNAMIC HT  -         195.908 (meters)     642.74  (feet)  COMP
 JU1571  MODELED GRAV-     980,112.7   (mgal)                       NAVD 88
 JU1571
 JU1571  VERT ORDER  -  SECOND    CLASS 0
 JU1571
 JU1571.The horizontal coordinates were scaled from a topographic map and have
 JU1571.an estimated accuracy of +/- 6 seconds.
 JU1571
 JU1571.The orthometric height was determined by differential leveling
 JU1571.and adjusted by the National Geodetic Survey in June 1991..
 JU1571
 JU1571.The geoid height was determined by GEOID03.
 JU1571
 JU1571.The dynamic height is computed by dividing the NAVD 88
 JU1571.geopotential number by the normal gravity value computed on the
 JU1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1571.degrees latitude (g = 980.6199 gals.).
 JU1571
 JU1571.The modeled gravity was interpolated from observed gravity values.
 JU1571
 JU1571;                    North         East    Units  Estimated Accuracy
 JU1571;SPC PA S     -    58,900.      755,300.      MT  (+/- 180 meters Scaled)
 JU1571
 JU1571                          SUPERSEDED SURVEY CONTROL
 JU1571
 JU1571  NGVD 29 (??/??/??)  196.297  (m)          644.02   (f) ADJUSTED    2 0
 JU1571
 JU1571.Superseded values are not recommended for survey control.
 JU1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1571.See file dsdata.txt to determine how the superseded data were derived.
 JU1571
 JU1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK199114(NAD 83)
 JU1571_MARKER: DZ = AZIMUTH MARK DISK
 JU1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1571_STAMPING: COCHRAN 1966
 JU1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1571+STABILITY: SURFACE MOTION
 JU1571
 JU1571  HISTORY     - Date     Condition        Report By
 JU1571  HISTORY     - 1966     MONUMENTED       CGS
 JU1571
 JU1571                          STATION DESCRIPTION
 JU1571
 JU1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1571'2.9 MI S FROM COCHRANVILLE.
 JU1571'2.9 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE POST OFFICE IN
 JU1571'COCHRANVILLE, 55 FEET NORTH OF THE APPROXIMATE CENTER OF A
 JU1571'GRAVELED ROAD, 20 FEET WEST OF THE CENTERLINE OF HIGHWAY, 3 FEET
 JU1571'NORTH OF A POWER LINE POLE, 2 FEET SOUTHWEST OF A METAL WITNESS
 JU1571'SIGN, SET IN THE TOP OF A CONCRETE POST PROJECTING 1-INCH AND
 JU1571'IS ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1574 ***********************************************************************
 JU1574  DESIGNATION -  COCHRAN RM 1
 JU1574  PID         -  JU1574
 JU1574  STATE/COUNTY-  PA/CHESTER
 JU1574  USGS QUAD   -  OXFORD (1992)
 JU1574
 JU1574                         *CURRENT SURVEY CONTROL
 JU1574  ___________________________________________________________________
 JU1574* NAD 83(1986)-  39 51 28.     (N)    075 56 17.     (W)     SCALED    
 JU1574* NAVD 88     -       190.419  (meters)     624.73   (feet)  ADJUSTED  
 JU1574  ___________________________________________________________________
 JU1574  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JU1574  DYNAMIC HT  -         190.322 (meters)     624.41  (feet)  COMP
 JU1574  MODELED GRAV-     980,111.5   (mgal)                       NAVD 88
 JU1574
 JU1574  VERT ORDER  -  SECOND    CLASS 0
 JU1574
 JU1574.The horizontal coordinates were scaled from a topographic map and have
 JU1574.an estimated accuracy of +/- 6 seconds.
 JU1574
 JU1574.The orthometric height was determined by differential leveling
 JU1574.and adjusted by the National Geodetic Survey in June 1991..
 JU1574
 JU1574.The geoid height was determined by GEOID03.
 JU1574
 JU1574.The dynamic height is computed by dividing the NAVD 88
 JU1574.geopotential number by the normal gravity value computed on the
 JU1574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1574.degrees latitude (g = 980.6199 gals.).
 JU1574
 JU1574.The modeled gravity was interpolated from observed gravity values.
 JU1574
 JU1574;                    North         East    Units  Estimated Accuracy
 JU1574;SPC PA S     -    59,820.      755,040.      MT  (+/- 180 meters Scaled)
 JU1574
 JU1574                          SUPERSEDED SURVEY CONTROL
 JU1574
 JU1574  NGVD 29 (??/??/??)  190.708  (m)          625.68   (f) ADJUSTED    2 0
 JU1574
 JU1574.Superseded values are not recommended for survey control.
 JU1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1574.See file dsdata.txt to determine how the superseded data were derived.
 JU1574
 JU1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK197123(NAD 83)
 JU1574_MARKER: DR = REFERENCE MARK DISK
 JU1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1574_STAMPING: COCHRAN NO 1 1966
 JU1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1574+STABILITY: SURFACE MOTION
 JU1574
 JU1574  HISTORY     - Date     Condition        Report By
 JU1574  HISTORY     - 1966     MONUMENTED       CGS
 JU1574
 JU1574                          STATION DESCRIPTION
 JU1574
 JU1574'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1574'2.8 MI S FROM COCHRANVILLE.
 JU1574'AT THE COCHRAN STATION SITE-- 72.59 FEET SOUTHEAST OF THE
 JU1574'STATION, 31 FEET SOUTH OF THE APPROXIMATE CENTER OF TRACK ROAD,
 JU1574'11 FEET NORTH OF A 10-INCH HICKORY TREE, SET IN THE TOP OF A
 JU1574'CONCRETE POST PROJECTING 4-INCHES AND IS ABOUT LEVEL WITH THE
 JU1574'TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1572 ***********************************************************************
 JU1572  DESIGNATION -  COCHRAN RM 2
 JU1572  PID         -  JU1572
 JU1572  STATE/COUNTY-  PA/CHESTER
 JU1572  USGS QUAD   -  OXFORD (1992)
 JU1572
 JU1572                         *CURRENT SURVEY CONTROL
 JU1572  ___________________________________________________________________
 JU1572* NAD 83(1986)-  39 51 28.     (N)    075 56 17.     (W)     SCALED    
 JU1572* NAVD 88     -       190.264  (meters)     624.22   (feet)  ADJUSTED  
 JU1572  ___________________________________________________________________
 JU1572  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JU1572  DYNAMIC HT  -         190.167 (meters)     623.91  (feet)  COMP
 JU1572  MODELED GRAV-     980,111.5   (mgal)                       NAVD 88
 JU1572
 JU1572  VERT ORDER  -  SECOND    CLASS 0
 JU1572
 JU1572.The horizontal coordinates were scaled from a topographic map and have
 JU1572.an estimated accuracy of +/- 6 seconds.
 JU1572
 JU1572.The orthometric height was determined by differential leveling
 JU1572.and adjusted by the National Geodetic Survey in June 1991..
 JU1572
 JU1572.The geoid height was determined by GEOID03.
 JU1572
 JU1572.The dynamic height is computed by dividing the NAVD 88
 JU1572.geopotential number by the normal gravity value computed on the
 JU1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1572.degrees latitude (g = 980.6199 gals.).
 JU1572
 JU1572.The modeled gravity was interpolated from observed gravity values.
 JU1572
 JU1572;                    North         East    Units  Estimated Accuracy
 JU1572;SPC PA S     -    59,820.      755,040.      MT  (+/- 180 meters Scaled)
 JU1572
 JU1572                          SUPERSEDED SURVEY CONTROL
 JU1572
 JU1572  NGVD 29 (??/??/??)  190.552  (m)          625.17   (f) ADJUSTED    2 0
 JU1572
 JU1572.Superseded values are not recommended for survey control.
 JU1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1572.See file dsdata.txt to determine how the superseded data were derived.
 JU1572
 JU1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK197123(NAD 83)
 JU1572_MARKER: DR = REFERENCE MARK DISK
 JU1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1572_STAMPING: COCHRAN NO 2 1966
 JU1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1572+STABILITY: SURFACE MOTION
 JU1572
 JU1572  HISTORY     - Date     Condition        Report By
 JU1572  HISTORY     - 1966     MONUMENTED       CGS
 JU1572
 JU1572                          STATION DESCRIPTION
 JU1572
 JU1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1572'2.8 MI S FROM COCHRANVILLE.
 JU1572'AT THE COCHRAN STATION SITE-- 80.86 FEET WEST OF THE STATION
 JU1572'23 FEET NORTH OF THE APPROXIMATE CENTER OF TRACK ROAD, 17 FEET
 JU1572'NORTHWEST OF A HICKORY TREE, SET IN THE TOP OF A CONCRETE POST
 JU1572'PROJECTING 4-INCHES AND IS ABOUT LEVEL WITH THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2268 ***********************************************************************
 MA2268  DESIGNATION -  CODER
 MA2268  PID         -  MA2268
 MA2268  STATE/COUNTY-  PA/ELK
 MA2268  USGS QUAD   -  SABULA (1986)
 MA2268
 MA2268                         *CURRENT SURVEY CONTROL
 MA2268  ___________________________________________________________________
 MA2268* NAD 83(1992)-  41 14 33.22693(N)    078 43 54.08864(W)     ADJUSTED  
 MA2268* NAVD 88     -       563.5    (meters)    1849.     (feet)  VERTCON   
 MA2268  ___________________________________________________________________
 MA2268  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 MA2268  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 MA2268
 MA2268  HORZ ORDER  -  SECOND
 MA2268
 MA2268.The horizontal coordinates were established by classical geodetic methods
 MA2268.and adjusted by the National Geodetic Survey in June 2002..
 MA2268
 MA2268.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2268
 MA2268.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2268
 MA2268.The geoid height was determined by GEOID03.
 MA2268
 MA2268;                    North         East     Units Scale Factor Converg.
 MA2268;SPC PA N     -   119,948.462   517,713.695   MT  0.99996147   -0 38 57.9
 MA2268;SPC PA N     -   393,530.91  1,698,532.35   sFT  0.99996147   -0 38 57.9
 MA2268;UTM  17      - 4,568,165.518   690,073.739   MT  1.00004465   +1 29 45.0
 MA2268
 MA2268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2268!SPC PA N     -   0.99991666  x   0.99996147  =   0.99987813
 MA2268!UTM  17      -   0.99991666  x   1.00004465  =   0.99996130
 MA2268
 MA2268|---------------------------------------------------------------------|
 MA2268| PID    Reference Object                     Distance      Geod. Az  |
 MA2268|                                                           dddmmss.s |
 MA2268| CK6835 CODER RM 1                           17.587 METERS 08913     |
 MA2268| MA2272 CODER 1968 AZ MK 2                  APPROX. 0.6 KM 2120602.1 |
 MA2268| CK6834 CODER AZ MK                                        2242546.8 |
 MA2268| CK6836 CODER RM 2                           22.634 METERS 34459     |
 MA2268|---------------------------------------------------------------------|
 MA2268
 MA2268                          SUPERSEDED SURVEY CONTROL
 MA2268
 MA2268  NAD 83(1986)-  41 14 33.22718(N)    078 43 54.09052(W) AD(       ) 2
 MA2268  NAD 27      -  41 14 33.00847(N)    078 43 54.99251(W) AD(       ) 2
 MA2268  NGVD 29 (07/19/86)  563.6    (m)         1849.     (f) VERT ANG       
 MA2268
 MA2268.Superseded values are not recommended for survey control.
 MA2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2268.See file dsdata.txt to determine how the superseded data were derived.
 MA2268
 MA2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF9007468166(NAD 83)
 MA2268_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2268
 MA2268  HISTORY     - Date     Condition        Report By
 MA2268  HISTORY     - 1968     MONUMENTED       CGS
 MA2268  HISTORY     - 1976     GOOD             NGS
 MA2268  HISTORY     - 1980     GOOD             NGS
 MA2268  HISTORY     - 1981     GOOD             PADT
 MA2268
 MA2268                          STATION DESCRIPTION
 MA2268
 MA2268'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA2268'THE STATION IS LOCATED 8 MILES NORTH OF DUBOIS, 5 MILES SOUTH OF
 MA2268'BRANDY CAMP, 3 MILES EAST OF BROCKWAY, 100 FEET EAST OF THE TOP OF A
 MA2268'SMALL GRADED KNOLL IN A RECOVERED STRIP MINE AREA, ON PROPERTY OWNED
 MA2268'BY MR. ART CODER.
 MA2268'
 MA2268'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 219 AND STATE
 MA2268'HIGHWAY 28 IN BROCKWAY, GO NORTH ON U.S. HIGHWAY 219 FOR 1.8 MILES
 MA2268'TO A SINGLE TRACK RAILROAD CROSSING.  CONTINUE NORTH ON U.S. HIGHWAY
 MA2268'219 FOR 1.1 MILES TO A SIDE ROAD RIGHT AT THE ELK-JEFFERSON COUNTY
 MA2268'LINE.  TURN RIGHT AND GO SOUTHEAST ON THE PAVED ROAD FOR 0.3 MILE TO
 MA2268'A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHERLY ON THE PAVED,
 MA2268'THEN GRADED ROAD FOR 1.15 MILES TO A FORK.  (TO REACH THE AZIMUTH
 MA2268'MARK, TAKE THE RIGHT FORK AND GO SOUTH, UPHILL ON THE MAIN ROAD FOR
 MA2268'0.15 MILE TO THE TOP OF THE GRADE AND A FORK.  TURN RIGHT AND GO
 MA2268'WESTERLY ON A TRACK ROAD FOR 0.05 MILE TO THE MARK ON THE LEFT.)
 MA2268'TAKE THE LEFT FORK AND GO EAST ON A TRACK ROAD FOR 0.08 MILE TO A
 MA2268'TRACK ROAD LEFT, JUST BEFORE REACHING A WHITE SHINGLE HOUSE ON THE
 MA2268'RIGHT.  TURN LEFT AND GO NORTH UPHILL FOR 0.05 MILE TO THE TOP
 MA2268'OF THE KNOLL AND THE STATION.
 MA2268'
 MA2268'THE STATION MARK IS 100 FEET EAST OF THE HIGHEST POINT OF GROUND, 121
 MA2268'FEET SOUTHEAST OF A POWERLINE POLE, AND 5.2 FEET EAST-NORTHEAST OF
 MA2268'A METAL WITNESS POST AND SIGN.  IT IS A STANDARD TRAVERSE DISK SET IN
 MA2268'THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 1 INCH
 MA2268'ABOVE GROUND.  IT IS STAMPED CODER 1967.
 MA2268'
 MA2268'REFERENCE MARK 1 IS 61.3 FEET EAST-SOUTHEAST OF THE METAL WITNESS
 MA2268'POST AND SIGN.  IT IS A STANDARD DISK COUNTERSUNK 1/2 INCH IN A
 MA2268'DRILLHOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED CODER NO 1 1967.
 MA2268'
 MA2268'REFERENCE MARK 2 IS 77.5 FEET NORTH OF THE METAL WITNESS POST AND
 MA2268'SIGN, AND 70.5 FEET EAST-SOUTHEAST OF THE POWERLINE POLE.  IT IS A
 MA2268'STANDARD DISK COUNTERSUNK 1/2 INCH IN A DRILLHOLE IN OUTCROPPING
 MA2268'BEDROCK.  IT IS STAMPED CODER NO 2 1967.
 MA2268'
 MA2268'THE AZIMUTH MARK IS 70 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 MA2268'THE MAIN GRADED ROAD, 34.5 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE
 MA2268'CENTER OF THE TRACK ROAD, 3.7 FEET NORTH OF A POWERLINE POLE, AND 2.3
 MA2268'FEET NORTHWEST OF A METAL WITNESS POST AND SIGN.  IT I A STANDARD
 MA2268'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS
 MA2268'3 INCHES ABOVE GROUND.  IT IS STAMPED CODER 1967.
 MA2268'
 MA2268'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 MA2268
 MA2268                          STATION RECOVERY (1976)
 MA2268
 MA2268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 MA2268'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 MA2268'CONDITION.  THE DISTANCE AND DIRECTIONS TO THE MARKS WERE WITHIN
 MA2268'CLOSE AGREEMENT WITH THE PREVIOUS OBSERVATIONS.  THE AZIMUTH MARK WAS
 MA2268'IN DANGER OF BEING DESTROYED BY STRIP MINE OPERATIONS, AND A NEW
 MA2268'AZIMUTH MARK 2 WAS SET AT THIS DATE.
 MA2268'
 MA2268'A COMPLETE NEW DESCRIPTION FOLLOWS.
 MA2268'
 MA2268'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF DUBOIS, 5 MILES SOUTH
 MA2268'OF BRANDY CAMP, 3 MILES EAST OF BROCKWAY, AND ON A LOW HILL WHICH IS
 MA2268'ALSO OCCUPIED BY A SMALL TRIPLE BASED RADIO TOWER.  THE PROPERTY IS
 MA2268'OWNED BY MR. ART CODER.
 MA2268'
 MA2268'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 219 AND STATE HIGHWAY
 MA2268'28 (EVERGREEN STREET AND MAIN STREET) IN BROCKWAY, GO NORTH ON U.S.
 MA2268'HIGHWAY 219 FOR 2.85 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 MA2268'SOUTHEAST ON COUNTY ROAD 24030 FOR 0.3 MILE TO A SIDE ROAD RIGHT.
 MA2268'TURN RIGHT AND GO SOUTHWEST AND SOUTH ON A PAVED ROAD FOR 0.3
 MA2268'MILE TO THE END OF THE PAVED ROAD.  CONTINUE SOUTH UPHILL ON A
 MA2268'BLADED ROAD FOR 0.8 MILE TO A FORK.  (TO REACH THE AZIMUTH MARK 2
 MA2268'FROM THIS POINT, BEAR RIGHT AND GO SOUTHWEST UPHILL ON A BLADED ROAD
 MA2268'FOR 0.35 MILE TO THE MARK ON THE LEFT.) BEAR LEFT UPHILL AND GO
 MA2268'SOUTHEAST ON A DIRT ROAD FOR 0.35 MILE TO A FORK AND A HOUSE ON
 MA2268'THE RIGHT.  BEAR LEFT UP A STEEP HILL FOR 0.1 MILE TO THE TOP OF
 MA2268'THE HILL AND THE STATION.
 MA2268'
 MA2268'THE STATION MARK IS A STANDARD DISK STAMPED CODER 1967, SET IN THE
 MA2268'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.
 MA2268'IT IS SET NORTHEAST OF A WITNESS POST AND 9 FEET SOUTHWEST OF A
 MA2268'6-INCH PINE TREE.
 MA2268'
 MA2268'REFERENCE MARK ONE IS A STANDARD DISK STAMPED CODER NO 1 1967,
 MA2268'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH
 MA2268'THE SURFACE.  IT IS 61.5 FEET EAST-SOUTHEAST OF THE WITNESS POST.
 MA2268'
 MA2268'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CODER NO 2 1967, SET IN
 MA2268'A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH IS FLUSH WITH THE
 MA2268'SURFACE.  IT IS 77.5 FEET NORTH OF THE WITNESS POST.
 MA2268'
 MA2268'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CODER 1968 AZ 2 1976, SET
 MA2268'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 MA2268'2-INCHES.  IT IS 75 FEET NORTHEAST OF THE CENTER OF THE BLADED ROAD
 MA2268'AND 3 FEET SOUTHWEST OF A WITNESS POST.
 MA2268'
 MA2268'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES EAST OF
 MA2268'BROCKWAY.
 MA2268
 MA2268                          STATION RECOVERY (1980)
 MA2268
 MA2268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 MA2268'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 MA2268'AS DESCRIBED.
 MA2268
 MA2268                          STATION RECOVERY (1981)
 MA2268
 MA2268'RECOVERY NOTE BY PA DEPT OF TRANSP 1981 (EB)
 MA2268'CODER RECOVERED GOOD.
 MA2268'
 MA2268'AZ MK DESTROYED.
 MA2268'
 MA2268'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES EAS BROCKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1727 ***********************************************************************
 JV1727  DESIGNATION -  CODORUS
 JV1727  PID         -  JV1727
 JV1727  STATE/COUNTY-  PA/YORK
 JV1727  USGS QUAD   -  YORK (1990)
 JV1727
 JV1727                         *CURRENT SURVEY CONTROL
 JV1727  ___________________________________________________________________
 JV1727* NAD 83(1992)-  39 59 06.52392(N)    076 43 56.31745(W)     ADJUSTED  
 JV1727* NAVD 88     -       128.458  (meters)     421.45   (feet)  ADJUSTED  
 JV1727  ___________________________________________________________________
 JV1727  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 JV1727  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 JV1727  DYNAMIC HT  -         128.392 (meters)     421.23  (feet)  COMP
 JV1727  MODELED GRAV-     980,114.2   (mgal)                       NAVD 88
 JV1727
 JV1727  HORZ ORDER  -  SECOND
 JV1727  VERT ORDER  -  SECOND    CLASS 0
 JV1727
 JV1727.The horizontal coordinates were established by classical geodetic methods
 JV1727.and adjusted by the National Geodetic Survey in June 2002..
 JV1727
 JV1727.The orthometric height was determined by differential leveling
 JV1727.and adjusted by the National Geodetic Survey in June 1991..
 JV1727
 JV1727.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV1727
 JV1727.The geoid height was determined by GEOID03.
 JV1727
 JV1727.The dynamic height is computed by dividing the NAVD 88
 JV1727.geopotential number by the normal gravity value computed on the
 JV1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1727.degrees latitude (g = 980.6199 gals.).
 JV1727
 JV1727.The modeled gravity was interpolated from observed gravity values.
 JV1727
 JV1727;                    North         East     Units Scale Factor Converg.
 JV1727;SPC PA S     -    72,874.607   686,920.675   MT  0.99999230   +0 39 37.0
 JV1727;SPC PA S     -   239,089.44  2,253,672.25   sFT  0.99999230   +0 39 37.0
 JV1727;UTM  18      - 4,427,545.541   352,094.494   MT  0.99986931   -1 06 48.1
 JV1727
 JV1727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV1727!SPC PA S     -   0.99998513  x   0.99999230  =   0.99997743
 JV1727!UTM  18      -   0.99998513  x   0.99986931  =   0.99985444
 JV1727
 JV1727:                Primary Azimuth Mark                     Grid Az
 JV1727:SPC PA S     -  YORK RADIO WNOW TALLEST MAST             063 34 07.9
 JV1727:UTM  18      -  YORK RADIO WNOW TALLEST MAST             065 20 33.0
 JV1727
 JV1727|---------------------------------------------------------------------|
 JV1727| PID    Reference Object                     Distance      Geod. Az  |
 JV1727|                                                           dddmmss.s |
 JV1727| JV6085 YORK RADIO WNOW TALLEST MAST        APPROX. 3.5 KM 0641344.9 |
 JV1727| JV1726 CODORUS RM 1                         21.905 METERS 08600     |
 JV1727| JV6073 DALLASTOWN BELL TEL MICROWAVE       APPROX.12.5 KM 1302827.8 |
 JV1727| JV1730 CODORUS AZ MK                                      1444857.2 |
 JV1727| JV6088 YORK TV STATION WSBA MAST           APPROX. 5.7 KM 1485926.4 |
 JV1727| JV6096 YORK FIRST PRESB CHURCH SPIRE       APPROX. 2.5 KM 1621034.8 |
 JV1727| JV1728 CODORUS RM 2                         23.230 METERS 17516     |
 JV1727| JV6091 YORK 2 RM 3                         APPROX. 5.7 KM 1795937.3 |
 JV1727| JV6090 YORK FIFTH CH EVAN BRETH CROSS      APPROX. 0.6 KM 2101314.7 |
 JV1727| JV6089 YORK RAD WSBA EASTERNMOST MAST      APPROX. 1.8 KM 3281513.9 |
 JV1727|---------------------------------------------------------------------|
 JV1727
 JV1727                          SUPERSEDED SURVEY CONTROL
 JV1727
 JV1727  NAD 83(1991)-  39 59 06.51924(N)    076 43 56.32263(W) AD(       ) 2
 JV1727  NAD 83(1986)-  39 59 06.51794(N)    076 43 56.31878(W) AD(       ) 2
 JV1727  NAD 27      -  39 59 06.16497(N)    076 43 57.44473(W) AD(       ) 2
 JV1727  NGVD 29 (??/??/??)  128.714  (m)          422.29   (f) ADJUSTED    2 0
 JV1727
 JV1727.Superseded values are not recommended for survey control.
 JV1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1727.See file dsdata.txt to determine how the superseded data were derived.
 JV1727
 JV1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK5209427546(NAD 83)
 JV1727_MARKER: DS = TRIANGULATION STATION DISK
 JV1727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1727_STAMPING: CODORUS 1960
 JV1727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1727+STABILITY: SURFACE MOTION
 JV1727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV1727+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2004
 JV1727
 JV1727  HISTORY     - Date     Condition        Report By
 JV1727  HISTORY     - 1960     MONUMENTED       CGS
 JV1727  HISTORY     - 1961     GOOD             CGS
 JV1727  HISTORY     - 1965     GOOD             CGS
 JV1727  HISTORY     - 1965     GOOD             CGS
 JV1727  HISTORY     - 1966     GOOD             CGS
 JV1727  HISTORY     - 1974     GOOD             PADT
 JV1727  HISTORY     - 20040807 GOOD             GEOCAC
 JV1727
 JV1727                          STATION DESCRIPTION
 JV1727
 JV1727'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 JV1727'THE STATION IS LOCATED ON THE NORTHWEST EDGE OF A CLOVER LEAF
 JV1727'INTERCHANGE, ON U.S. HIGHWAY 111, 1-1/2 MILES NORTH OF YORK,
 JV1727'3.0 MILES SOUTH-SOUTHEAST OF EMIGSVILLE, 2.0 MILES NORTH OF THE
 JV1727'JUNCTION OF U.S. HIGHWAY 111 AND U.S.  HIGHWAY 30, ABOUT 2.0
 JV1727'MILES EAST OF YORK AND ON PROPERTY OF THE PENNSYLVANIA DEPARTMENT OF
 JV1727'HIGHWAYS.
 JV1727'
 JV1727'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 111 AND U.S.
 JV1727'HIGHWAY 30, 2.0 MILES EAST OF YORK, GO WEST-NORTHWEST
 JV1727'ON U.S. HIGHWAY 111 FOR 2.2 MILES TO A TRAFFIC INTERCHANGE AND THE
 JV1727'AZIMUTH ON THE LEFT BEFORE REACHING THE OVERPASS.
 JV1727'CONTINUE ACROSS THE OVERPASS AND BEAR RIGHT ON THE FIRST RAMP RIGHT
 JV1727'AND GO UNDER THE OVERPASS AND BEAR RIGHT ON THE U.S.
 JV1727'HIGHWAY 111 SOUTH RAMP, FOR ABOUT 550.0 FEET TO THE STATION ON THE
 JV1727'RIGHT AS DESCRIBED.
 JV1727'
 JV1727'THE STATION MARK IS A STANDARD DISK STAMPED CODORUS 1960, SET IN THE
 JV1727'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 JV1727'GROUND SURFACE.  IT IS 580.0 FEET NORTH-NORTHWEST OF THE NORTHWEST
 JV1727'END OF THE INTERCHANGE OVERPASS, 33.0 FEET SOUTHEAST OF THE
 JV1727'SOUTHEAST CURB OF RAMP ENTERING THE SOUTH BOUND LANE OF U.S. HIGHWAY
 JV1727'111, 243.0 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE
 JV1727'SOUTH BOUND LANE OF HIGHWAY 111 AND ABOUT 8.0 FEET LOWER THAN THE
 JV1727'HIGHWAY 111.
 JV1727'
 JV1727'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CODORUS NO 1 1960, SET IN
 JV1727'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 JV1727'GROUND SURFACE.  IT IS 524.0 FEET NORTH-NORTHWEST OF THE NORTHWEST
 JV1727'END OF THE OVERPASS, 180.0 FEET WEST-SOUTHWEST OF THE CENTER
 JV1727'LINE OF THE SOUTH BOUND LANE OF HIGHWAY 111, 88.0 FEET SOUTHEAST OF
 JV1727'THE SOUTHEAST CURB OF RAMP ENTERING THE SOUTH
 JV1727'LANE OF HIGHWAY 111 AND ABOUT 1 FOOT HIGHER THAN THE STATION MARK.
 JV1727'
 JV1727'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CODORUS NO 2 1960,
 JV1727'CEMENTED IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS
 JV1727'FLUSH WITH THE GROUND SURFACE.  IT IS 536.0 FEET NORTHWEST OF THE
 JV1727'NORTHWEST END OF THE OVERPASS, 281.0 FEET WEST-SOUTHWEST OF
 JV1727'THE CENTERLINE OF THE SOUTH LANE OF HIGHWAY 111, 59.0 FEET
 JV1727'EAST-NORTHEAST OF THE EAST CURB OF RAMP ENTERING HIGHWAY 111
 JV1727'AND ABOUT 4 FEET LOWER THAN THE STATION MARK.
 JV1727'
 JV1727'AZIMUTH MARK, A STANDARD DISK STAMPED CODORUS 1960, SET IN TOP OF A
 JV1727'SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH ABOVE THE
 JV1727'GROUND SURFACE.  IT IS 226.0 FEET WEST-SOUTHWEST OF THE CENTERLINE OF
 JV1727'THE SOUTH BOUND LANE OF HIGHWAY 111, 30.5 FEET NORTH OF A
 JV1727'GUARDRAIL AND 1.7 FEET EAST-SOUTHEAST OF A STANDARD METAL WITNESS
 JV1727'POST AND MARKER.
 JV1727'
 JV1727'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 JV1727
 JV1727                          STATION RECOVERY (1961)
 JV1727
 JV1727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JV1727'AT NORTH YORK.
 JV1727'0.25 MILE NORTHEAST OF THE INTERCHANGE BRIDGE OF INTERSTATE
 JV1727'HIGHWAY 83 AT THE NORTHEAST EDGE OF NORTH YORK, NEAR THE NORTH
 JV1727'EDGE OF GRASSY STRIP NEAR THE NORTH TRAFFIC RAMP TO NORTH YORK,
 JV1727'255.0 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND TRAFFIC LANE
 JV1727'OF INTERSTATE HIGHWAY 83 (U.S. HIGHWAY 111) AND 30.0 FEET
 JV1727'SOUTHEAST OF THE EAST EDGE OF CURBING OF THE NORTH TRAFFIC RAMP
 JV1727'TO NORTH YORK.  SET IN TOP OF A SQUARE CONCRETE MONUMENT FLUSH
 JV1727'WITH THE SURFACE OF THE GROUND.
 JV1727
 JV1727                          STATION RECOVERY (1965)
 JV1727
 JV1727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 JV1727'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 JV1727'GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 JV1727
 JV1727                          STATION RECOVERY (1965)
 JV1727
 JV1727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JV1727'RECOVERED IN GOOD CONDITION.
 JV1727
 JV1727                          STATION RECOVERY (1966)
 JV1727
 JV1727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 JV1727'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE AZIMUTH
 JV1727'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JV1727'
 JV1727'THE TO REACH IS GOOD.  THE HIGHWAY REFERRED TO IN THE 1960
 JV1727'DESCRIPTION AS NO. 111 IS NOW INTERSTATE 83.
 JV1727'
 JV1727'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1-1/2 MILES N OF
 JV1727'YORK.
 JV1727'
 JV1727'HEIGHT OF LIGHT ABOVE STATION MARK 86.22 FEET.
 JV1727
 JV1727                          STATION RECOVERY (1974)
 JV1727
 JV1727'RECOVERY NOTE BY PA DEPT OF TRANSP 1974
 JV1727'STATION AND AZIMUTH MARK FOUND AS DESCRIBED.
 JV1727
 JV1727                          STATION RECOVERY (2004)
 JV1727
 JV1727'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 JV1727'STATION IS 30.5 FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1730 ***********************************************************************
 JV1730  DESIGNATION -  CODORUS AZ MK
 JV1730  PID         -  JV1730
 JV1730  STATE/COUNTY-  PA/YORK
 JV1730  USGS QUAD   -  YORK (1990)
 JV1730
 JV1730                         *CURRENT SURVEY CONTROL
 JV1730  ___________________________________________________________________
 JV1730* NAD 83(1986)-  39 59 00.     (N)    076 43 49.     (W)     SCALED    
 JV1730* NAVD 88     -       124.446  (meters)     408.29   (feet)  ADJUSTED  
 JV1730  ___________________________________________________________________
 JV1730  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 JV1730  DYNAMIC HT  -         124.383 (meters)     408.08  (feet)  COMP
 JV1730  MODELED GRAV-     980,114.6   (mgal)                       NAVD 88
 JV1730
 JV1730  VERT ORDER  -  SECOND    CLASS 0
 JV1730
 JV1730.The horizontal coordinates were scaled from a topographic map and have
 JV1730.an estimated accuracy of +/- 6 seconds.
 JV1730
 JV1730.The orthometric height was determined by differential leveling
 JV1730.and adjusted by the National Geodetic Survey in June 1991..
 JV1730
 JV1730.The geoid height was determined by GEOID03.
 JV1730
 JV1730.The dynamic height is computed by dividing the NAVD 88
 JV1730.geopotential number by the normal gravity value computed on the
 JV1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1730.degrees latitude (g = 980.6199 gals.).
 JV1730
 JV1730.The modeled gravity was interpolated from observed gravity values.
 JV1730
 JV1730;                    North         East    Units  Estimated Accuracy
 JV1730;SPC PA S     -    72,680.      687,100.      MT  (+/- 180 meters Scaled)
 JV1730
 JV1730                          SUPERSEDED SURVEY CONTROL
 JV1730
 JV1730  NGVD 29 (??/??/??)  124.702  (m)          409.13   (f) ADJUSTED    2 0
 JV1730
 JV1730.Superseded values are not recommended for survey control.
 JV1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1730.See file dsdata.txt to determine how the superseded data were derived.
 JV1730
 JV1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK522273(NAD 83)
 JV1730_MARKER: DZ = AZIMUTH MARK DISK
 JV1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1730_STAMPING: CODORUS 1960
 JV1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1730+STABILITY: SURFACE MOTION
 JV1730
 JV1730  HISTORY     - Date     Condition        Report By
 JV1730  HISTORY     - 1960     MONUMENTED       CGS
 JV1730  HISTORY     - 1961     GOOD             CGS
 JV1730  HISTORY     - 1965     GOOD             CGS
 JV1730  HISTORY     - 1988     GOOD             USPSQD
 JV1730
 JV1730                          STATION DESCRIPTION
 JV1730
 JV1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JV1730'AT NORTH YORK.
 JV1730'0.07 MILE SOUTHWEST OF THE INTERCHANGE BRIDGE OF INTERSTATE
 JV1730'HIGHWAY 83 (U.S. HIGHWAY 111) AT THE NORTHEAST EDGE OF NORTH
 JV1730'YORK, AT THE EAST END OF THE DIVIDER, CONCRETE STRIP OF THE SOUTH
 JV1730'INGOING AND OUT-GOING TRAFFIC OF THE SOUTH RAMP, SET IN TOP OF
 JV1730'A SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND,
 JV1730'19.9 FEET SOUTH OF THE WEST BOUND TRAFFIC OF THE TWO LANE RAMP,
 JV1730'6.3 FEET NORTH OF THE NORTH OF THE NORTH EDGE OF THE CONCRETE
 JV1730'PAVEMENT OF THE SOUTH TRAFFIC RAMP, 2.3 FEET EAST OF THE EAST
 JV1730'END OF THE CONCRETE DIVIDER STRIP OF THE TWO-WAY TRAFFIC RAMP
 JV1730'AND 1.8 FEET EAST OF A STANDARD METAL WITNESS POST AND MARKER.
 JV1730
 JV1730                          STATION RECOVERY (1965)
 JV1730
 JV1730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JV1730'RECOVERED IN GOOD CONDITION.
 JV1730
 JV1730                          STATION RECOVERY (1988)
 JV1730
 JV1730'RECOVERY NOTE BY US POWER SQUADRON 1988 (RED)
 JV1730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1726 ***********************************************************************
 JV1726  DESIGNATION -  CODORUS RM 1
 JV1726  PID         -  JV1726
 JV1726  STATE/COUNTY-  PA/YORK
 JV1726  USGS QUAD   -  YORK (1990)
 JV1726
 JV1726                         *CURRENT SURVEY CONTROL
 JV1726  ___________________________________________________________________
 JV1726* NAD 83(1986)-  39 59 06.     (N)    076 43 55.     (W)     SCALED    
 JV1726* NAVD 88     -       128.721  (meters)     422.31   (feet)  ADJUSTED  
 JV1726  ___________________________________________________________________
 JV1726  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 JV1726  DYNAMIC HT  -         128.656 (meters)     422.10  (feet)  COMP
 JV1726  MODELED GRAV-     980,114.2   (mgal)                       NAVD 88
 JV1726
 JV1726  VERT ORDER  -  SECOND    CLASS 0
 JV1726
 JV1726.The horizontal coordinates were scaled from a topographic map and have
 JV1726.an estimated accuracy of +/- 6 seconds.
 JV1726
 JV1726.The orthometric height was determined by differential leveling
 JV1726.and adjusted by the National Geodetic Survey in June 1991..
 JV1726
 JV1726.The geoid height was determined by GEOID03.
 JV1726
 JV1726.The dynamic height is computed by dividing the NAVD 88
 JV1726.geopotential number by the normal gravity value computed on the
 JV1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1726.degrees latitude (g = 980.6199 gals.).
 JV1726
 JV1726.The modeled gravity was interpolated from observed gravity values.
 JV1726
 JV1726;                    North         East    Units  Estimated Accuracy
 JV1726;SPC PA S     -    72,860.      686,950.      MT  (+/- 180 meters Scaled)
 JV1726
 JV1726                          SUPERSEDED SURVEY CONTROL
 JV1726
 JV1726  NGVD 29 (??/??/??)  128.978  (m)          423.16   (f) ADJUSTED    2 0
 JV1726
 JV1726.Superseded values are not recommended for survey control.
 JV1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1726.See file dsdata.txt to determine how the superseded data were derived.
 JV1726
 JV1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK521275(NAD 83)
 JV1726_MARKER: DR = REFERENCE MARK DISK
 JV1726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1726_STAMPING: CODORUS NO 1 1960
 JV1726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1726+STABILITY: SURFACE MOTION
 JV1726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV1726+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2004
 JV1726
 JV1726  HISTORY     - Date     Condition        Report By
 JV1726  HISTORY     - 1960     MONUMENTED       CGS
 JV1726  HISTORY     - 1961     GOOD             CGS
 JV1726  HISTORY     - 1965     GOOD             CGS
 JV1726  HISTORY     - 20040807 GOOD             GEOCAC
 JV1726
 JV1726                          STATION DESCRIPTION
 JV1726
 JV1726'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JV1726'AT NORTH YORK.
 JV1726'0.25 MILE NORTHEAST OF THE INTERCHANGE BRIDGE OF INTERSTATE
 JV1726'HIGHWAY 83 (U.S. HIGHWAY 111) AT THE NORTHEAST EDGE OF NORTH
 JV1726'YORK, NEAR THE NORTH EDGE OF THE GRASSY STRIP, NEAR THE NORTH TRAFFIC
 JV1726'RAMP TO NORTH YORK, ABOUT 185.0 FEET WEST OF THE CENTERLINE OF
 JV1726'THE SOUTH BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 83 (U.S.
 JV1726'HIGHWAY 111), 85.5 FEET SOUTH OF THE SOUTH EDGE, OF CONCRETE
 JV1726'CURBING OF THE NORTH RAMP AND 71.7 FEET EAST OF THE STATION MARK.
 JV1726'SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS ABOUT 2 INCHES
 JV1726'BELOW THE SURFACE OF THE GROUND.
 JV1726
 JV1726                          STATION RECOVERY (1965)
 JV1726
 JV1726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JV1726'RECOVERED IN GOOD CONDITION.
 JV1726
 JV1726                          STATION RECOVERY (2004)
 JV1726
 JV1726'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 JV1726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1728 ***********************************************************************
 JV1728  DESIGNATION -  CODORUS RM 2
 JV1728  PID         -  JV1728
 JV1728  STATE/COUNTY-  PA/YORK
 JV1728  USGS QUAD   -  YORK (1990)
 JV1728
 JV1728                         *CURRENT SURVEY CONTROL
 JV1728  ___________________________________________________________________
 JV1728* NAD 83(1986)-  39 59 06.     (N)    076 43 55.     (W)     SCALED    
 JV1728* NAVD 88     -       126.547  (meters)     415.18   (feet)  ADJUSTED  
 JV1728  ___________________________________________________________________
 JV1728  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 JV1728  DYNAMIC HT  -         126.482 (meters)     414.97  (feet)  COMP
 JV1728  MODELED GRAV-     980,114.2   (mgal)                       NAVD 88
 JV1728
 JV1728  VERT ORDER  -  SECOND    CLASS 0
 JV1728
 JV1728.The horizontal coordinates were scaled from a topographic map and have
 JV1728.an estimated accuracy of +/- 6 seconds.
 JV1728
 JV1728.The orthometric height was determined by differential leveling
 JV1728.and adjusted by the National Geodetic Survey in June 1991..
 JV1728
 JV1728.The geoid height was determined by GEOID03.
 JV1728
 JV1728.The dynamic height is computed by dividing the NAVD 88
 JV1728.geopotential number by the normal gravity value computed on the
 JV1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1728.degrees latitude (g = 980.6199 gals.).
 JV1728
 JV1728.The modeled gravity was interpolated from observed gravity values.
 JV1728
 JV1728;                    North         East    Units  Estimated Accuracy
 JV1728;SPC PA S     -    72,860.      686,950.      MT  (+/- 180 meters Scaled)
 JV1728
 JV1728                          SUPERSEDED SURVEY CONTROL
 JV1728
 JV1728  NGVD 29 (??/??/??)  126.804  (m)          416.02   (f) ADJUSTED    2 0
 JV1728
 JV1728.Superseded values are not recommended for survey control.
 JV1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1728.See file dsdata.txt to determine how the superseded data were derived.
 JV1728
 JV1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK521275(NAD 83)
 JV1728_MARKER: DR = REFERENCE MARK DISK
 JV1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1728_STAMPING: CODORUS NO 2 1960
 JV1728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1728+STABILITY: SURFACE MOTION
 JV1728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV1728+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2004
 JV1728
 JV1728  HISTORY     - Date     Condition        Report By
 JV1728  HISTORY     - 1960     MONUMENTED       CGS
 JV1728  HISTORY     - 1961     GOOD             CGS
 JV1728  HISTORY     - 1965     GOOD             CGS
 JV1728  HISTORY     - 20040807 GOOD             GEOCAC
 JV1728
 JV1728                          STATION DESCRIPTION
 JV1728
 JV1728'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JV1728'AT NORTH YORK.
 JV1728'0.25 MILE NORTHEAST OF THE INTERCHANGE BRIDGE OF INTERSTATE
 JV1728'HIGHWAY 83 (U.S. HIGHWAY 111) AT THE NORTHEAST EDGE OF NORTH
 JV1728'YORK, NEAR THE NORTH EDGE OF THE GRASSY STRIP, NEAR THE NORTH
 JV1728'TRAFFIC RAMP TO NORTH YORK, 255.0 FEET WEST OF THE CENTERLINE OF
 JV1728'THE SOUTH BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 83 (U.S.
 JV1728'HIGHWAY 111), 76.3 FEET SOUTH OF THE STATION MARK, 75.4 FEET
 JV1728'NORTHEAST OF A BOX DRAIN UNDER THE NORTH TRAFFIC RAMP INTO NORTH
 JV1728'YORK AND 58.0 FEET EAST OF THE EAST EDGE OF THE CONCRETE CURBING
 JV1728'OF THE NORTH TRAFFIC RAMP INTO NORTH YORK.  SET IN TOP OF A
 JV1728'SQUARE CONCRETE MONUMENT WHICH IS ABOUT 3 INCHES BELOW THE
 JV1728'SURFACE OF THE GROUND AND IS ABOUT 3.0 FEET BELOW THE LEVEL OF
 JV1728'THE STATION MARK.
 JV1728
 JV1728                          STATION RECOVERY (1965)
 JV1728
 JV1728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JV1728'RECOVERED IN GOOD CONDITION.
 JV1728
 JV1728                          STATION RECOVERY (2004)
 JV1728
 JV1728'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 JV1728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1938 ***********************************************************************
 MB1938  DESIGNATION -  COFFEE
 MB1938  PID         -  MB1938
 MB1938  STATE/COUNTY-  PA/LAWRENCE
 MB1938  USGS QUAD   -  EDINBURG (1990)
 MB1938
 MB1938                         *CURRENT SURVEY CONTROL
 MB1938  ___________________________________________________________________
 MB1938* NAD 83(1992)-  41 04 53.74984(N)    080 29 26.28544(W)     ADJUSTED  
 MB1938* NAVD 88     -       355.8    (meters)    1167.     (feet)  VERTCON   
 MB1938  ___________________________________________________________________
 MB1938  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 MB1938  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 MB1938
 MB1938  HORZ ORDER  -  SECOND
 MB1938
 MB1938.The horizontal coordinates were established by classical geodetic methods
 MB1938.and adjusted by the National Geodetic Survey in June 2002..
 MB1938
 MB1938.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1938
 MB1938.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1938
 MB1938.The geoid height was determined by GEOID03.
 MB1938
 MB1938;                    North         East     Units Scale Factor Converg.
 MB1938;SPC PA S     -   197,699.500   369,733.122   MT  1.00002009   -1 46 41.2
 MB1938;SPC PA S     -   648,619.11  1,213,032.75   sFT  1.00002009   -1 46 41.2
 MB1938;SPC OH N     -   159,067.171   768,824.438   MT  0.99993917   +1 19 12.2
 MB1938;UTM  17      - 4,547,940.165   542,785.593   MT  0.99962253   +0 20 05.0
 MB1938
 MB1938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1938!SPC PA S     -   0.99994952  x   1.00002009  =   0.99996961
 MB1938!SPC OH N     -   0.99994952  x   0.99993917  =   0.99988869
 MB1938!UTM  17      -   0.99994952  x   0.99962253  =   0.99957207
 MB1938
 MB1938:                Primary Azimuth Mark                     Grid Az
 MB1938:SPC PA S     -  COFFEE AZ MK                             128 05 13.3
 MB1938:SPC OH N     -  COFFEE AZ MK                             124 59 19.9
 MB1938:UTM  17      -  COFFEE AZ MK                             125 58 27.1
 MB1938
 MB1938|---------------------------------------------------------------------|
 MB1938| PID    Reference Object                     Distance      Geod. Az  |
 MB1938|                                                           dddmmss.s |
 MB1938| CX3447 COFFEE AZ MK                                       1261832.1 |
 MB1938| CX3448 COFFEE RM 1                           7.432 METERS 12652     |
 MB1938| CX3449 COFFEE RM 2                           8.287 METERS 30137     |
 MB1938|---------------------------------------------------------------------|
 MB1938
 MB1938                          SUPERSEDED SURVEY CONTROL
 MB1938
 MB1938  NAD 83(1995)-  41 04 53.74997(N)    080 29 26.28560(W) AD(       ) 2
 MB1938  NAD 83(1986)-  41 04 53.75379(N)    080 29 26.29070(W) AD(       ) 2
 MB1938  NAD 27      -  41 04 53.54023(N)    080 29 27.04135(W) AD(       ) 2
 MB1938  NGVD 29 (07/19/86)  356.0    (m)         1168.     (f) VERT ANG       
 MB1938
 MB1938.Superseded values are not recommended for survey control.
 MB1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1938.See file dsdata.txt to determine how the superseded data were derived.
 MB1938
 MB1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF4278647940(NAD 83)
 MB1938_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB1938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1938
 MB1938  HISTORY     - Date     Condition        Report By
 MB1938  HISTORY     - 1967     MONUMENTED       CGS
 MB1938
 MB1938                          STATION DESCRIPTION
 MB1938
 MB1938'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MB1938'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF NEW CASTLE, 9
 MB1938'MILES SOUTHWEST OF NEW WILMINGTON AND 1.5 MILES EAST OF THE
 MB1938'PENNSYLVANIA-OHIO LINE.  IT IS ON THE NORTH SIDE OF U.S. HIGHWAY 422
 MB1938'AND ON THE PROPERTY OF MR. ALEX MIJAVEC.
 MB1938'
 MB1938'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 422 AND STATE
 MB1938'HIGHWAY 551 ABOUT 6 MILES WEST OF NEW CASTLE GO WEST ON U.S.
 MB1938'HIGHWAY 422 FOR 1.9 MILES TO A DIRT SIDE ROAD ON THE RIGHT AND THE
 MB1938'AZIMUTH MARK 100 FEET NORTH OF THE APPROXIMATE CENTER OF U.S.
 MB1938'HIGHWAY 422 AND ON THE EAST SIDE OF THE DIRT ROAD.  CONTINUE WEST ON
 MB1938'U.S. HIGHWAY 422 FOR 1.3 MILES TO THE STATION ON THE RIGHT ACROSS THE
 MB1938'HIGHWAY FROM SAINT JAMES CHURCH OF BEDFORD PENNSYLVANIA.
 MB1938'
 MB1938'THE STATION MARK IS APPROXIMATELY 130 FEET NORTHEAST OF THE
 MB1938'APPROXIMATE CENTER OF U.S. HIGHWAY 422, 3.6 FEET NORTH OF A METAL
 MB1938'WITNESS POST AND AT THE SOUTH EDGE OF A CULTIVATED FIELD.  IT IS A
 MB1938'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 MB1938'PROJECTING 4 INCHES AND IS STAMPED COFFEE 1967.
 MB1938'
 MB1938'REFERENCE MARK NO. 1 IS APPROXIMATELY 130 FEET NORTHEAST OF THE
 MB1938'APPROXIMATE CENTER OF U.S. HIGHWAY 422, 22.4 FEET
 MB1938'EAST-SOUTHEAST OF A METAL WITNESS POST AND AT THE SOUTH EDGE OF THE
 MB1938'FIELD.  IT IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 MB1938'MONUMENT PROJECTING 1 INCH AND IS STAMPED COFFEE NO 1 1967.
 MB1938'
 MB1938'REFERENCE MARK NO. 2 IS APPROXIMATELY 130 FEET NORTHEAST OF THE
 MB1938'APPROXIMATE CENTER OF U.S. HIGHWAY 422, 29.6 FEET NORTHWEST OF
 MB1938'A METAL WITNESS POST AND AT THE SOUTH EDGE OF THE FIELD.  IT IS A
 MB1938'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 MB1938'PROJECTING 2 INCHES AND IS STAMPED COFFEE NO 2 1967.
 MB1938'
 MB1938'THE AZIMUTH MARK IS 100 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 MB1938'U.S. HIGHWAY 422, 54.5 FEET NORTH OF A TELEPHONE POLE, 13 FEET
 MB1938'EAST OF THE APPROXIMATE CENTER OF THE DIRT ROAD AND 3.4 FEET NORTH OF
 MB1938'A METAL WITNESS POST.  IT IS A STANDARD DISK SET IN THE TOP OF
 MB1938'A SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES AND IS STAMPED COFFEE
 MB1938'1967.
 MB1938'
 MB1938'HEIGHT OF LIGHT ABOVE STATION MARK 22.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1784 ***********************************************************************
 LZ1784  DESIGNATION -  COFFIN ROCKS LOOKOUT TOWER
 LZ1784  PID         -  LZ1784
 LZ1784  STATE/COUNTY-  PA/CLINTON
 LZ1784  USGS QUAD   -  SNOW SHOE NE (1986)
 LZ1784
 LZ1784                         *CURRENT SURVEY CONTROL
 LZ1784  ___________________________________________________________________
 LZ1784* NAD 83(1992)-  41 14 13.59815(N)    077 45 01.72192(W)     ADJUSTED  
 LZ1784* NAVD 88     -                                                        
 LZ1784  ___________________________________________________________________
 LZ1784  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 LZ1784  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 LZ1784
 LZ1784  HORZ ORDER  -  THIRD
 LZ1784
 LZ1784.The horizontal coordinates were established by classical geodetic methods
 LZ1784.and adjusted by the National Geodetic Survey in June 2002..
 LZ1784
 LZ1784
 LZ1784.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1784
 LZ1784.The geoid height was determined by GEOID03.
 LZ1784
 LZ1784;                    North         East     Units Scale Factor Converg.
 LZ1784;SPC PA N     -   118,876.597   599,959.903   MT  0.99996177   -0 00 01.1
 LZ1784;SPC PA N     -   390,014.30  1,968,368.45   sFT  0.99996177   -0 00 01.1
 LZ1784;UTM  18      - 4,568,727.576   269,499.764   MT  1.00025393   -1 48 49.9
 LZ1784
 LZ1784                          SUPERSEDED SURVEY CONTROL
 LZ1784
 LZ1784  NAD 83(1986)-  41 14 13.59559(N)    077 45 01.72494(W) AD(       ) 4
 LZ1784  NAD 27      -  41 14 13.35409(N)    077 45 02.77295(W) AD(       ) 3
 LZ1784
 LZ1784.Superseded values are not recommended for survey control.
 LZ1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1784.See file dsdata.txt to determine how the superseded data were derived.
 LZ1784
 LZ1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL6950068728(NAD 83)
 LZ1784_MARKER: Z = SEE DESCRIPTION
 LZ1784_SETTING: 0 = UNSPECIFIED SETTING
 LZ1784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1784
 LZ1784  HISTORY     - Date     Condition        Report By
 LZ1784  HISTORY     - 1958     MONUMENTED       CGS
 LZ1784  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LZ1784  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LZ1784
 LZ1784                          STATION DESCRIPTION
 LZ1784
 LZ1784'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ1784'STATION IS THE APPROXIMATE CENTER OF THE BASE OF LOOKOUT TOWER WHICH
 LZ1784'IS LOCATED APPROXIMATELY 10.0 MILES SOUTH-SOUTHWEST OF RENOVA.  THE
 LZ1784'TOWER IS A 4-LEGGED STEEL STRUCTURE SUPPORTING A SQUARE METAL CABIN
 LZ1784'AND IS ABOUT 80 FEET IN HEIGHT OVERALL.
 LZ1784'
 LZ1784'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BENJAMIN
 LZ1784'1933, DISTANCE BEING 39.50 FEET (12.040 METERS) SOUTH OF
 LZ1784'STATION BENJAMIN 1933.
 LZ1784'
 LZ1784'NOTE- THIS LOOKOUT TOWER WAS CALLED FIRE TOWER-COFFIN ROCKS NO. X-20
 LZ1784'IN 1933.  CENTER OF TOWER WAS OBSERVED ON AND MEASURED IN 1933
 LZ1784'AND THE DIRECTION AND MEASUREMENT CHECKED BY THIS PARTY.  SINCE NO
 LZ1784'OLD POSITION OF THIS TOWER CAN BE FOUND, A POSITION WAS COMPUTED
 LZ1784'THIS YEAR AND THE NAME CHANGED TO COFFIN ROCKS LOOKOUT TOWER, SINCE
 LZ1784'THIS IS THE NAME THE TOWER IS KNOWN AS NOW.
 LZ1784
 LZ1784                          STATION RECOVERY (1968)
 LZ1784
 LZ1784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CFO)
 LZ1784'RECOVERED AS DESCRIBED.
 LZ1784
 LZ1784                          STATION RECOVERY (1968)
 LZ1784
 LZ1784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (ELH)
 LZ1784'STATION RECOVERED AS DESCRIBED BY W.E.R. IN 1958 AND FOUND TO BE IN
 LZ1784'GOOD CONDITION.  A CHECK MEASUREMENT WAS MADE TO TRIANGULATION
 LZ1784'STATION BENJAMIN 1933.  THE DISTANCE BEING 39.57 FEET OR 12.061
 LZ1784'METERS NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5712 ***********************************************************************
 KV5712  DESIGNATION -  COL
 KV5712  PID         -  KV5712
 KV5712  STATE/COUNTY-  PA/BUCKS
 KV5712  USGS QUAD   -  BEVERLY (1973)
 KV5712
 KV5712                         *CURRENT SURVEY CONTROL
 KV5712  ___________________________________________________________________
 KV5712* NAD 83(1992)-  40 04 38.24587(N)    074 54 03.47306(W)     ADJUSTED  
 KV5712* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5712  ___________________________________________________________________
 KV5712  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 KV5712  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KV5712
 KV5712  HORZ ORDER  -  THIRD
 KV5712
 KV5712.The horizontal coordinates were established by classical geodetic methods
 KV5712.and adjusted by the National Geodetic Survey in June 2002..
 KV5712
 KV5712.The orthometric height was scaled from a topographic map.
 KV5712
 KV5712.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5712
 KV5712.The geoid height was determined by GEOID03.
 KV5712
 KV5712;                    North         East     Units Scale Factor Converg.
 KV5712;SPC PA S     -    86,524.549   842,968.723   MT  0.99998061   +1 50 54.4
 KV5712;SPC PA S     -   283,872.62  2,765,639.89   sFT  0.99998061   +1 50 54.4
 KV5712;SPC NJ       -   138,172.573   115,802.082   MT  0.99991439   -0 15 29.3
 KV5712;SPC NJ       -   453,321.18    379,927.33   sFT  0.99991439   -0 15 29.3
 KV5712;UTM  18      - 4,436,340.466   508,444.082   MT  0.99960088   +0 03 49.5
 KV5712
 KV5712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5712!SPC PA S     -   1.00000474  x   0.99998061  =   0.99998535
 KV5712!SPC NJ       -   1.00000474  x   0.99991439  =   0.99991913
 KV5712!UTM  18      -   1.00000474  x   0.99960088  =   0.99960562
 KV5712
 KV5712|---------------------------------------------------------------------|
 KV5712| PID    Reference Object                     Distance      Geod. Az  |
 KV5712|                                                           dddmmss.s |
 KV5712| CB5788 COL RM 3                             20.008 METERS 05254     |
 KV5712| KV5763 EDGEWATER CL LOWER USE              APPROX. 2.0 KM 2403059.6 |
 KV5712| CB5789 COL RM 4                             14.400 METERS 29740     |
 KV5712|---------------------------------------------------------------------|
 KV5712
 KV5712                          SUPERSEDED SURVEY CONTROL
 KV5712
 KV5712  NAD 83(1996)-  40 04 38.24594(N)    074 54 03.47311(W) AD(       ) 3
 KV5712  NAD 83(1986)-  40 04 38.24373(N)    074 54 03.47539(W) AD(       ) 3
 KV5712  NAD 27      -  40 04 37.84500(N)    074 54 04.87500(W) AD(       ) 3
 KV5712
 KV5712.Superseded values are not recommended for survey control.
 KV5712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5712.See file dsdata.txt to determine how the superseded data were derived.
 KV5712
 KV5712_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0844436340(NAD 83)
 KV5712
 KV5712  HISTORY     - Date     Condition        Report By
 KV5712  HISTORY     - 1911     MONUMENTED       CGS
 KV5712  HISTORY     - 1935     GOOD             CGS
 KV5712  HISTORY     - 1947     SEE DESCRIPTION  CGS
 KV5712
 KV5712                          STATION DESCRIPTION
 KV5712
 KV5712'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5712'FERGUSON 2 AND EDGEWATER CENTER LINE USE ARE THE BEST AZIMUTH MARKS.
 KV5712'
 KV5712'STATION IS AT CROYDEN, ON COLLEGE POINT, 52.05 METERS W OF S END
 KV5712'CHINA LANE CENTER LINE, 6.61 METERS N OF A TRIANGLE OF NAILS IN TOP
 KV5712'OF A 30-INCH STUMP, 9.59 METERS E FROM NEAR SIDE OF A LARGE BIRCH
 KV5712'TREE, 18.60 METERS NW FROM N CORNER OF A 1-1/2-STORY IMITATION BRICK
 KV5712'HOUSE, 17.80 METERS NW FROM W CORNER SAME HOUSE (NOT TO PORCH).
 KV5712'STATION MARKED ACCORDING TO NOTES 6B AND 10A.  NO OLD REFERENCE
 KV5712'MARKS FOUND.
 KV5712'
 KV5712'SUPPLEMENTAL SCHEME STATION.
 KV5712'
 KV5712'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KV5712
 KV5712                          STATION RECOVERY (1947)
 KV5712
 KV5712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5712'STATION DESTROYED.  REMAINS OF THE STATION MONUMENT WERE FOUND
 KV5712'NEARBY.
 KV5712'
 KV5712'R.M.S 3 AND 4 WERE RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION
 KV5712'IS ADEQUATE EXCEPT FOR THE FOLLOWING CHANGES-
 KV5712'
 KV5712'1. CHANGE CHINA LANE TO MINOT AVE. (EXTENSION OF CEDAR AVE.).
 KV5712'
 KV5712'2. DELETE 6.61 METERS 30-INCH STUMP.
 KV5712'
 KV5712'3. CHANGE BIRCH TREE TO BIRCH STUMP.
 KV5712'
 KV5712'4. ADD R.M. 4 IS 2.4 METERS SE OF A 2-FOOT TWIN-TRUNK TREE THAT IS
 KV5712'GROWING ALONG FENCE, AND PROJECTS 6 INCHES.
 KV5712'
 KV5712'5. ADD R.M. 3 IS 12.3 METERS S OF THE SW CORNER OF WHITE FRAME HOUSE,
 KV5712'12.6 METERS N OF NW CORNER OF 1-1/2-STORY IMITATION BRICK
 KV5712'HOUSE, AND PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2256 ***********************************************************************
 MA2256  DESIGNATION -  COLBY
 MA2256  PID         -  MA2256
 MA2256  STATE/COUNTY-  PA/CLEARFIELD
 MA2256  USGS QUAD   -  PENFIELD (1993)
 MA2256
 MA2256                         *CURRENT SURVEY CONTROL
 MA2256  ___________________________________________________________________
 MA2256* NAD 83(1992)-  41 09 27.39373(N)    078 32 54.49131(W)     ADJUSTED  
 MA2256* NAVD 88     -       613.     (meters)    2011.     (feet)  SCALED    
 MA2256  ___________________________________________________________________
 MA2256  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 MA2256  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 MA2256
 MA2256  HORZ ORDER  -  FIRST
 MA2256
 MA2256.The horizontal coordinates were established by classical geodetic methods
 MA2256.and adjusted by the National Geodetic Survey in June 2002..
 MA2256
 MA2256.The orthometric height was scaled from a topographic map.
 MA2256
 MA2256.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2256
 MA2256.The geoid height was determined by GEOID03.
 MA2256
 MA2256;                    North         East     Units Scale Factor Converg.
 MA2256;SPC PA N     -   110,356.605   532,984.034   MT  0.99996707   -0 31 41.6
 MA2256;SPC PA N     -   362,061.63  1,748,631.78   sFT  0.99996707   -0 31 41.6
 MA2256;UTM  17      - 4,559,150.528   705,694.039   MT  1.00012075   +1 36 50.4
 MA2256
 MA2256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2256!SPC PA N     -   0.99990892  x   0.99996707  =   0.99987599
 MA2256!UTM  17      -   0.99990892  x   1.00012075  =   1.00002966
 MA2256
 MA2256|---------------------------------------------------------------------|
 MA2256| PID    Reference Object                     Distance      Geod. Az  |
 MA2256|                                                           dddmmss.s |
 MA2256| CK6841 COLBY RM 1                           29.177 METERS 08341     |
 MA2256| CK6840 COLBY AZ MK                                        1831534.7 |
 MA2256| MA2266 CHICAGO NEW YORK AIRWAY BCN 47      APPROX.19.0 KM 2412500.7 |
 MA2256| CK6842 COLBY RM 2                           26.826 METERS 34923     |
 MA2256|---------------------------------------------------------------------|
 MA2256
 MA2256                          SUPERSEDED SURVEY CONTROL
 MA2256
 MA2256  NAD 83(1986)-  41 09 27.39408(N)    078 32 54.49348(W) AD(       ) 1
 MA2256  NAD 27      -  41 09 27.17964(N)    078 32 55.40888(W) AD(       ) 1
 MA2256
 MA2256.Superseded values are not recommended for survey control.
 MA2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2256.See file dsdata.txt to determine how the superseded data were derived.
 MA2256
 MA2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF0569459151(NAD 83)
 MA2256_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2256_SETTING: 80 = SET IN A BOULDER
 MA2256_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MA2256
 MA2256  HISTORY     - Date     Condition        Report By
 MA2256  HISTORY     - 1938     MONUMENTED       CGS
 MA2256
 MA2256                          STATION DESCRIPTION
 MA2256
 MA2256'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 MA2256'STATION IS 4.4 MILES SE OF PENNFIELD, ON SUMMIT OF A RIDGE, JUST S OF
 MA2256'LAUREL HILL ROAD, AND ON PROPERTY OF JOSEPH COLBY. MARK IS ABOUT 250
 MA2256'YARDS E OF ROUTE 153, SET IN AN OUTCROPPING BOULDER AT EDGE OF
 MA2256'TIMBER, 14.5 FEET NW OF A SIX-INCH OAK TREE (TRIANGLE-BLAZED),
 MA2256'13 FEET SE OF A SIX-INCH TRIANGLE-BLAZED OAK TREE.  BOULDER IS IN
 MA2256'APPROXIMATE CENTER OF FOUR LARGER BOULDERS AND PROJECTS ABOUT 1 FOOT.
 MA2256'
 MA2256'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS IN
 MA2256'BOULDERS AND CONCRETE AS DESCRIBED IN NOTES 4, 12C, AND 11A.
 MA2256'
 MA2256'REFERENCE MARK NO. 1 IS 21.177 METERS (95.770 FEET) E OF STATION SET
 MA2256'IN A LARGE BOULDER 6 FEET BY 6 FEET, PROJECTS ABOUT 4 FEET ABOVE
 MA2256'SURFACE, MARK IS ABOUT 1 FOOT FROM E EDGE OF BOULDER AND IS STAMPED
 MA2256'COLBY NO. 1 1938.  REFERENCE MARK NO. 2 IS 26.826 METERS (88.010
 MA2256'FEET) NNW OF STATION, SET IN AN OUTCROPPING BOULDER, 6 FEET N OF NE
 MA2256'CORNER OF FIELD, BOULDER IS 2 FEET BY 4 FEET AND PROJECTS 1 FOOT.
 MA2256'
 MA2256'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE S OF STATION, SET ON SIDE OF
 MA2256'ROAD RUNNING DIAGONALLY SE FROM ROUTE 153, 10 FEET W OF CENTER LINE
 MA2256'OF DIRT ROAD, 4 FEET NNW OF A TELEPHONE POLE, PROJECTS ABOUT 5
 MA2256'INCHES, AND IS STAMPED COLBY 1938.  TO REACH FROM STOPLIGHT IN
 MA2256'CLEARFIELD, GO NW ON 153, 11.4 MILES TO WHERE NEW ROAD HAS BEEN BUILT
 MA2256'ALONG SIDE OLD ROUTE, BEAR R ON OLD ROAD AND FOLLOW PARALLEL
 MA2256'WITH HIGHWAY 0.15 MILE AND TURN R INTO FIELD, CONTINUE 0.1 MILE TO
 MA2256'SUMMIT OF KNOLL AND STATION.
 MA2256'
 MA2256'HEIGHT OF LIGHT ABOVE STATION MARK -30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0125 ***********************************************************************
 MB0125  DESIGNATION -  COLE
 MB0125  PID         -  MB0125
 MB0125  STATE/COUNTY-  PA/CRAWFORD
 MB0125  USGS QUAD   -  EDINBORO SOUTH (1975)
 MB0125
 MB0125                         *CURRENT SURVEY CONTROL
 MB0125  ___________________________________________________________________
 MB0125* NAD 83(1992)-  41 47 38.52133(N)    080 09 56.81561(W)     ADJUSTED  
 MB0125* NAVD 88     -       456.251  (meters)    1496.88   (feet)  ADJUSTED  
 MB0125  ___________________________________________________________________
 MB0125  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 MB0125  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 MB0125  DYNAMIC HT  -         456.062 (meters)    1496.26  (feet)  COMP
 MB0125  MODELED GRAV-     980,194.7   (mgal)                       NAVD 88
 MB0125
 MB0125  HORZ ORDER  -  SECOND
 MB0125  VERT ORDER  -  SECOND    CLASS 0
 MB0125
 MB0125.The horizontal coordinates were established by classical geodetic methods
 MB0125.and adjusted by the National Geodetic Survey in June 2002..
 MB0125
 MB0125.The orthometric height was determined by differential leveling
 MB0125.and adjusted by the National Geodetic Survey in June 1991..
 MB0125
 MB0125.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB0125
 MB0125.The geoid height was determined by GEOID03.
 MB0125
 MB0125.The dynamic height is computed by dividing the NAVD 88
 MB0125.geopotential number by the normal gravity value computed on the
 MB0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0125.degrees latitude (g = 980.6199 gals.).
 MB0125
 MB0125.The modeled gravity was interpolated from observed gravity values.
 MB0125
 MB0125;                    North         East     Units Scale Factor Converg.
 MB0125;SPC PA N     -   183,528.404   399,236.850   MT  0.99997841   -1 35 53.3
 MB0125;SPC PA N     -   602,126.11  1,309,829.57   sFT  0.99997841   -1 35 53.3
 MB0125;UTM  17      - 4,627,244.724   569,310.562   MT  0.99965911   +0 33 21.6
 MB0125
 MB0125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB0125!SPC PA N     -   0.99993378  x   0.99997841  =   0.99991219
 MB0125!UTM  17      -   0.99993378  x   0.99965911  =   0.99959291
 MB0125
 MB0125|---------------------------------------------------------------------|
 MB0125| PID    Reference Object                     Distance      Geod. Az  |
 MB0125|                                                           dddmmss.s |
 MB0125| MB0124 COLE RM 1                            24.015 METERS 09026     |
 MB0125| CX5179 PICTURE POINT 1                                    16800     |
 MB0125| CX5180 PICTURE POINT 2                                    21458     |
 MB0125| CX5181 PICTURE POINT 3                                    22728     |
 MB0125| MB0126 COLE RM 2                            23.630 METERS 27038     |
 MB0125| MB0128 COLE AZ MK                                         3543303.2 |
 MB0125|---------------------------------------------------------------------|
 MB0125
 MB0125                          SUPERSEDED SURVEY CONTROL
 MB0125
 MB0125  NAD 83(1996)-  41 47 38.52747(N)    080 09 56.81737(W) AD(       ) 2
 MB0125  NAD 83(1995)-  41 47 38.52661(N)    080 09 56.81744(W) AD(       ) 2
 MB0125  NAD 83(1986)-  41 47 38.52620(N)    080 09 56.81550(W) AD(       ) 2
 MB0125  NAD 27      -  41 47 38.32340(N)    080 09 57.61120(W) AD(       ) 2
 MB0125  NGVD 29 (??/??/92)  456.411  (m)         1497.41   (f) ADJ UNCH    2 0
 MB0125
 MB0125.Superseded values are not recommended for survey control.
 MB0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0125.See file dsdata.txt to determine how the superseded data were derived.
 MB0125
 MB0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG6931127245(NAD 83)
 MB0125_MARKER: DS = TRIANGULATION STATION DISK
 MB0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0125_STAMPING: COLE 1961
 MB0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0125+STABILITY: SURFACE MOTION
 MB0125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB0125+SATELLITE: SATELLITE OBSERVATIONS - 1986
 MB0125
 MB0125  HISTORY     - Date     Condition        Report By
 MB0125  HISTORY     - 1961     MONUMENTED       CGS
 MB0125  HISTORY     - 1961     GOOD             CGS
 MB0125  HISTORY     - 1974     GOOD             NGS
 MB0125  HISTORY     - 1975     GOOD             NGS
 MB0125  HISTORY     - 1986     GOOD
 MB0125
 MB0125                          STATION DESCRIPTION
 MB0125
 MB0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 MB0125'THE STATION IS LOCATED IN THE CENTRAL SECTION OF A LARGE PASTER FIELD
 MB0125'ALONG THE SOUTH SIDE OF AN EAST AND WEST FENCE LINE ABOUT 2
 MB0125'1/2 MILES NORTHEAST OF MOSIERTOWN, 3.0 MILES WEST-NORTHWEST OF
 MB0125'VANANGO, 5-1/2 MILES NORTH-NORTHWEST OF SAGERTOWN
 MB0125'AND ON PROPERTY OWNED BY MR. NED COLE.
 MB0125'
 MB0125'TO REACH THE STATION FROM THE CROSSROADS AT THE CAUTION LIGHT IN
 MB0125'VANAGO, GO WEST ON THE MACADAM ROAD FOR 2.75 MILES TO A
 MB0125'CROSSROAD AND A CHURCH LOCATED IN THE SOUTHEAST CORNER OF THE
 MB0125'CROSSROAD, TURN RIGHT, GO NORTH ON THE GRAVELED ROAD
 MB0125'FOR 1.0 MILE TO A CROSSROAD, CONTINUE STRAIGHT AHEAD ON THE GRAVELED
 MB0125'ROAD FOR 0.1 MILE TO A NORTHWEST FENCE CORNER AND A
 MB0125'TELEPHONE POLE NUMBER 90 ON THE RIGHT, PACK EAST ALONG THE SOUTH SIDE
 MB0125'OF THE FENCE LINE FOR 431.5 FEET TO THE STATION AS
 MB0125'DESCRIBED.
 MB0125'
 MB0125'THE STATION MARK, A STANDARD DISK STAMPED COLE 1961, IS SET IN TOP OF
 MB0125'A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 MB0125'SURFACE.  IT IS 1.0 FOOT SOUTH OF THE EAST AND WEST FENCE LINE, 2.2
 MB0125'FEET WEST-SOUTHWEST OF THE STANDARD METAL WITNESS
 MB0125'POST AND MARKER, 428.5 FEET EAST OF A TELEPHONE POLE NUMBER 90 AND
 MB0125'431.5 FEET OF THE NORTHWEST FENCE CORNER.
 MB0125'
 MB0125'REFERENCE MARK 1, A STANDARD DISK STAMPED COLE NO 1 1961, IS SET IN
 MB0125'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 MB0125'GROUND SURFACE.  IT IS 10 FOOT SOUTH OF THE EAST AND WEST FENCE LINE,
 MB0125'76.5 FEET EAST OF THE WITNESS POST, 507.3 FEET EAST OF
 MB0125'THE TELEPHONE POLE NUMBER 90, 510.3 FEET EAST OF THE NORTHWEST FENCE
 MB0125'CORNER AND IS ABOUT 1.0 FOOT HIGHER THAN THE STATION
 MB0125'MARK.
 MB0125'
 MB0125'REFERENCE MARK 2, A STANDARD DISK STAMPED COLE NO 2 1961, IS SET IN
 MB0125'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 MB0125'GROUND SURFACE.  IT IS 1.0 FOOT SOUTH OF THE EAST AND WEST FENCE
 MB0125'LINE, 79.5 FEET WEST OF THE WITNESS POST, 351.0 FEET
 MB0125'EAST OF THE TELEPHONE POLE NUMBER 90, 354.0 FEET EAST OF THE
 MB0125'NORTHWEST FENCE CORNER AND IS ABOUT 1.0 FOOT HIGHER THAN THE
 MB0125'STATION MARK.
 MB0125'
 MB0125'AZIMUTH MARK, A STANDARD DISK STAMPED COLE 1961, IS SET IN TOP OF A
 MB0125'SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 MB0125'SURFACE.  IT IS 1.4 FEET NORTH OF A STANDARD METAL WITNESS POST AND
 MB0125'MARKER, 1.8 FEET SOUTH OF A POWERLINE POLE NUMBER 535-8,
 MB0125'37.8 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 102.0
 MB0125'FEET NORTHEAST OF THE NORTHEAST CORNER OF A WHITE
 MB0125'PUMP HOUSE AND IS ABOUT 5.0 FEET HIGHER THAN THE GRAVELED ROAD.
 MB0125'
 MB0125'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG THE SOUTH
 MB0125'SIDE OF THE FENCE LINE FOR ABOUT 450.0 FEET TO THE NORTH AND
 MB0125'SOUTH GRAVELED ROAD, TURN RIGHT AND GO NORTH ON THE GRAVELED ROAD FOR
 MB0125'0.77 MILE TO A SMALL WHITE PUMP HOUSE ON THE LEFT AND
 MB0125'THE AZIMUTH MARK IS LOCATED ON THE EAST SIDE OF THE GRAVELED ROAD.
 MB0125'
 MB0125'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MB0125
 MB0125                          STATION RECOVERY (1961)
 MB0125
 MB0125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 MB0125'4.3 MI NW FROM VENANGO.
 MB0125'ABOUT 2.8 MILES WEST ALONG COUNTY HIGHWAY 20057 FROM THE JUNCTION
 MB0125'OF U.S. HIGHWAY 19 AND COUNTY HIGHWAY 20057 AT THE WEST EDGE OF
 MB0125'VENANGO, THENCE 1.5 MILE NORTH ALONG COUNTY HIGHWAY 20058, 0.05
 MB0125'MILE NORTH, THENCE 0.1 MILE EAST FROM THE INTERSECTION OF COUNTY
 MB0125'HIGHWAY 20058, AND TOWNSHIP ROAD 811, 0.1 MILE EAST FROM COUNTY
 MB0125'HIGHWAY 20058, 431.5 FEET EAST OF A NORTHWEST FENCE CORNER,
 MB0125'428.5 FEET EAST OF TELEPHONE POLE NO. 90, 2.2 FEET WEST-SOUTHWEST
 MB0125'OF A STANDARD METAL WITNESS POST AND MARKER AND 1.0 FOOT SOUTH
 MB0125'OF AN EAST AND WEST FENCELINE.  SET IN TOP OF A SQUARE CONCRETE
 MB0125'MONUMENT FLUSH WITH THE GROUND.
 MB0125
 MB0125                          STATION RECOVERY (1974)
 MB0125
 MB0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CPO)
 MB0125'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK WERE RECOVERED
 MB0125'IN GOOD CONDITION AS DESCRIBED.  THE STATION WAS OCCUPIED AS THE
 MB0125'ANTENNA SITE FOR GEOCEIVER STATION 51016.
 MB0125'
 MB0125'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES
 MB0125'NORTHEAST OF VENANGO.
 MB0125
 MB0125                          STATION RECOVERY (1975)
 MB0125
 MB0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (WFP)
 MB0125'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2, AND THE AZIMUTH
 MB0125'MARK WERE RECOVERED IN GOOD CONDITION.  THE STATION WAS OCCUPIED BY
 MB0125'DEFENCE MAPPING AGENCY IN 1974 AND DIRECTIONS AND DISTANCES TO THE
 MB0125'REFERENCE MARKS CHECKED AT THAT TIME.  THE AZIMUTH MARK IS NOT VG
 MB0125'TO THE STATION.  THE 1961 DESCRIPTION IS ADEQUATE FOR STATION
 MB0125'RECOVERY.  THE STATION MARK WAS THE ANTENNA SITE FOR GEOCEIVER
 MB0125'STATION 52016.
 MB0125'
 MB0125'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 MB0125'NORTHWEST OF VENANGO.
 MB0125
 MB0125                          STATION RECOVERY (1986)
 MB0125
 MB0125'RECOVERED 1986
 MB0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1987 ***********************************************************************
 KX1987  DESIGNATION -  COLE
 KX1987  PID         -  KX1987
 KX1987  STATE/COUNTY-  PA/SOMERSET
 KX1987  USGS QUAD   -  RACHELWOOD (1973)
 KX1987
 KX1987                         *CURRENT SURVEY CONTROL
 KX1987  ___________________________________________________________________
 KX1987* NAD 83(1992)-  40 15 30.66955(N)    079 04 42.66109(W)     ADJUSTED  
 KX1987* NAVD 88     -       865.     (meters)    2838.     (feet)  SCALED    
 KX1987  ___________________________________________________________________
 KX1987  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 KX1987  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KX1987
 KX1987  HORZ ORDER  -  THIRD
 KX1987
 KX1987.The horizontal coordinates were established by classical geodetic methods
 KX1987.and adjusted by the National Geodetic Survey in June 2002..
 KX1987
 KX1987.The orthometric height was scaled from a topographic map.
 KX1987
 KX1987.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1987
 KX1987.The geoid height was determined by GEOID03.
 KX1987
 KX1987;                    North         East     Units Scale Factor Converg.
 KX1987;SPC PA S     -   103,577.717   486,990.000   MT  0.99996510   -0 51 43.0
 KX1987;SPC PA S     -   339,821.23  1,597,733.02   sFT  0.99996510   -0 51 43.0
 KX1987;SPC PA N     -    11,067.916   486,968.206   MT  1.00015943   -0 52 43.9
 KX1987;SPC PA N     -    36,311.99  1,597,661.52   sFT  1.00015943   -0 52 43.9
 KX1987;UTM  17      - 4,458,221.993   663,402.123   MT  0.99992868   +1 14 31.2
 KX1987
 KX1987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX1987!SPC PA S     -   0.99986937  x   0.99996510  =   0.99983448
 KX1987!SPC PA N     -   0.99986937  x   1.00015943  =   1.00002878
 KX1987!UTM  17      -   0.99986937  x   0.99992868  =   0.99979806
 KX1987
 KX1987:                Primary Azimuth Mark                     Grid Az
 KX1987:SPC PA S     -  EPPLEY                                   030 48 54.3
 KX1987:SPC PA N     -  EPPLEY                                   030 49 55.2
 KX1987:UTM  17      -  EPPLEY                                   028 42 40.1
 KX1987
 KX1987|---------------------------------------------------------------------|
 KX1987| PID    Reference Object                     Distance      Geod. Az  |
 KX1987|                                                           dddmmss.s |
 KX1987| KX1986 EPPLEY                              APPROX. 7.0 KM 0295711.3 |
 KX1987|---------------------------------------------------------------------|
 KX1987
 KX1987                          SUPERSEDED SURVEY CONTROL
 KX1987
 KX1987  NAD 83(1986)-  40 15 30.67479(N)    079 04 42.66812(W) AD(       ) 3
 KX1987  NAD 27      -  40 15 30.38080(N)    079 04 43.53609(W) AD(       ) 3
 KX1987
 KX1987.Superseded values are not recommended for survey control.
 KX1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1987.See file dsdata.txt to determine how the superseded data were derived.
 KX1987
 KX1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE6340258222(NAD 83)
 KX1987_MARKER: DD = SURVEY DISK
 KX1987_SETTING: 66 = SET IN ROCK OUTCROP
 KX1987_SP_SET: SET IN ROCK OUTCROP
 KX1987_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX1987+STABILITY: POSITION/ELEVATION WELL
 KX1987
 KX1987  HISTORY     - Date     Condition        Report By
 KX1987  HISTORY     - 1911     MONUMENTED       USGS
 KX1987
 KX1987                          STATION DESCRIPTION
 KX1987
 KX1987'DESCRIBED BY US GEOLOGICAL SURVEY 1911
 KX1987'NEAR LINE BETWEEN SOMERSET AND WESTMORELAND COUNTIES ON LAUREL MTN.
 KX1987'AND IS IN SCRUB BRUSH ABOUT 0.5 MI W. OF OLD COLE PLACE, WHICH IS
 KX1987'DESERTED.  IT IS 1.5 MI S. OF LIGONIER-JOHNSTOWN PIKE WHERE THE PIKE
 KX1987'STARTS DOWN THE W. SLOPE OF LAUREL MTN.  AN OLD RD. LEADS FROM OLD
 KX1987'ORCHARD ON PIKE SOUTHWARD ALONG SUMMIT OF MTN. TO STATION.
 KX1987'
 KX1987'STATION MARK, DISK SET IN LARGE ROCK 8 BY 10 FT ON TOP.
 KX1987'
 KX1987'SIGNAL, LUMBER SIGNAL 35 FT HIGHER INSIDE INSTRUMENT SUPPORT 18 FT
 KX1987'HIGH.
 KX1987'
 KX1987'REFERENCE MARKS, A CROSS BEARING N. 30 DEG. (TRUE) DISTANCE 9.4 FT,
 KX1987'CROSS BEARING S. 10 DEG. W. (TRUE), DISTANT 10 FT, AND ANOTHER CROSS
 KX1987'BEARING S. 60 DEG. E. (TRUE) DISTANT 17.1 FT FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2101 ***********************************************************************
 KX2101  DESIGNATION -  COLE
 KX2101  PID         -  KX2101
 KX2101  STATE/COUNTY-  PA/BUTLER
 KX2101  USGS QUAD   -  FREEPORT (1993)
 KX2101
 KX2101                         *CURRENT SURVEY CONTROL
 KX2101  ___________________________________________________________________
 KX2101* NAD 83(1992)-  40 41 55.84029(N)    079 44 26.03018(W)     ADJUSTED  
 KX2101* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 KX2101  ___________________________________________________________________
 KX2101  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 KX2101  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KX2101
 KX2101  HORZ ORDER  -  FIRST
 KX2101
 KX2101.The horizontal coordinates were established by classical geodetic methods
 KX2101.and adjusted by the National Geodetic Survey in June 2002..
 KX2101
 KX2101.The orthometric height was scaled from a topographic map.
 KX2101
 KX2101.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2101
 KX2101.The geoid height was determined by GEOID03.
 KX2101
 KX2101;                    North         East     Units Scale Factor Converg.
 KX2101;SPC PA S     -   153,517.125   431,783.056   MT  0.99996886   -1 17 29.3
 KX2101;SPC PA S     -   503,664.10  1,416,608.24   sFT  0.99996886   -1 17 29.3
 KX2101;UTM  17      - 4,506,089.457   606,402.440   MT  0.99973935   +0 49 16.8
 KX2101
 KX2101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2101!SPC PA S     -   0.99994319  x   0.99996886  =   0.99991205
 KX2101!UTM  17      -   0.99994319  x   0.99973935  =   0.99968255
 KX2101
 KX2101:                Primary Azimuth Mark                     Grid Az
 KX2101:SPC PA S     -  SAXONBURG ATT MICROWAVE TOWER            004 47 53.8
 KX2101:UTM  17      -  SAXONBURG ATT MICROWAVE TOWER            002 41 07.7
 KX2101
 KX2101|---------------------------------------------------------------------|
 KX2101| PID    Reference Object                     Distance      Geod. Az  |
 KX2101|                                                           dddmmss.s |
 KX2101| KX2086 SAXONBURG ATT MICROWAVE TOWER       APPROX. 8.9 KM 0033024.5 |
 KX2101| CX3453 COLE AZ MK                                         0692551.1 |
 KX2101| CX3454 COLE RM 1                            35.457 METERS 21751     |
 KX2101| CX3455 COLE RM 2                            40.450 METERS 30108     |
 KX2101| KX2130 SAXONBURG MUNICIPAL TANK            APPROX. 8.3 KM 3141703.3 |
 KX2101|---------------------------------------------------------------------|
 KX2101
 KX2101                          SUPERSEDED SURVEY CONTROL
 KX2101
 KX2101  NAD 83(1986)-  40 41 55.84520(N)    079 44 26.03560(W) AD(       ) 1
 KX2101  NAD 27      -  40 41 55.61610(N)    079 44 26.85840(W) AD(       ) 1
 KX2101
 KX2101.Superseded values are not recommended for survey control.
 KX2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2101.See file dsdata.txt to determine how the superseded data were derived.
 KX2101
 KX2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF0640206089(NAD 83)
 KX2101_MARKER: DS = TRIANGULATION STATION DISK
 KX2101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2101
 KX2101  HISTORY     - Date     Condition        Report By
 KX2101  HISTORY     - 1958     MONUMENTED       CGS
 KX2101
 KX2101                          STATION DESCRIPTION
 KX2101
 KX2101'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2101'THE STATION IS ABOUT 4-1/2 MILES NORTHEAST OF MILLERSTOWN AND 3-1/2
 KX2101'MILES NORTHWEST OF FREEPORT, ON PROPERTY OWNED BY MR. A.P.
 KX2101'COLE.
 KX2101'
 KX2101'TO REACH FROM THE STREET JUNCTION OF BUFFALO AND SECOND, AT THE WEST
 KX2101'PART OF FREEPORT, GO WESTERLY ACROSS THE BUFFALO CREEK
 KX2101'BRIDGE FOR 0.1 MILE TO THE JUNCTION OF STATE ROUTES 28 AND 356. TURN
 KX2101'RIGHT AND FOLLOW ROUTE 356, NORTHWESTERLY, FOR 2.4 MILES TO
 KX2101'A SIDE ROAD ON THE LEFT, JUST BEFORE REACHING AN AMOCO SERVICE
 KX2101'STATION WHICH IS ON THE RIGHT. TURN LEFT AND GO WESTERLY FOR
 KX2101'0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE WESTERLY FOR 0.15
 KX2101'MILE TO A T-ROAD JUNCTION. TURN RIGHT, GO 0.05 MILE TO A SIDE
 KX2101'ROAD ON THE LEFT. TURN LEFT, GO 0.3 MILE TO A DRIVEWAY
 KX2101'ENTRANCE AND THE STATION ON THE LEFT.
 KX2101'
 KX2101'STATION MARKS ARE STANDARD DISKS STAMPED COLE 1958. THE SURFACE DISK
 KX2101'IS SET IN A SQUARE CONCRETE POST WHICH IS 14 INCHES BELOW THE
 KX2101'SURFACE OF THE GROUND. IT IS 170 FEET SOUTHEAST OF THE DRIVEWAY
 KX2101'JUNCTION WITH THE SILVERVILLE-MILLERSTOWN ROAD,
 KX2101'140 FEET EAST OF THE SOUTHEAST CORNER OF A TENANT HOUSE WHICH IS
 KX2101'OCUPIED BY MR.  SHIELDS MCCURDY, AND 96 FEET NORTHEAST OF
 KX2101'THE NORTHEAST CORNER OF GARAGE. THE UNDERGROUND DISK IS SET IN AN
 KX2101'IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE SURFACE OF
 KX2101'THE GROUND.
 KX2101'
 KX2101'REFERENCE MARK NO.1, A STANDARD DISK STAMPED COLE NO 1 1958, IS SET
 KX2101'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS 1
 KX2101'FOOT EAST OF THE SOUTHEAST CORNER OF GARAGE.
 KX2101'
 KX2101'REFERENCE MARK NO.2, A STANDARD DISK STAMPED COLE NO 2 1958, IS SET
 KX2101'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 KX2101'GROUND. IT IS 86 FEET NORTH OF THE NORTHWEST CORNER OF HOUSE, 45 FEET
 KX2101'EAST OF THE CENTER OF ROAD, AND 1 FOOT EAST OF A POWER LINE
 KX2101'POLE.
 KX2101'
 KX2101'AZIMUTH MARK, A STANDARD DISK STAMPED COLE 1958, IS SET IN A SQUARE
 KX2101'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS
 KX2101'130 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOME OF MR. LOUIS
 KX2101'J. PRIGNON, 34 FEET NORTH OF THE CENTER OF ROAD, 24 FEET
 KX2101'WEST OF THE DRIVEWAY, AND 2 FEET WEST OF A POWER LINE POLE.
 KX2101'
 KX2101'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1901 ***********************************************************************
 MA1901  DESIGNATION -  COLE
 MA1901  PID         -  MA1901
 MA1901  STATE/COUNTY-  PA/WARREN
 MA1901  USGS QUAD   -  PITTSFIELD (1975)
 MA1901
 MA1901                         *CURRENT SURVEY CONTROL
 MA1901  ___________________________________________________________________
 MA1901* NAD 83(1992)-  41 46 25.57219(N)    079 26 07.73296(W)     ADJUSTED  
 MA1901* NAVD 88     -       579.     (meters)    1900.     (feet)  SCALED    
 MA1901  ___________________________________________________________________
 MA1901  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 MA1901  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 MA1901
 MA1901  HORZ ORDER  -  FIRST
 MA1901
 MA1901.The horizontal coordinates were established by classical geodetic methods
 MA1901.and adjusted by the National Geodetic Survey in June 2002..
 MA1901
 MA1901.The orthometric height was scaled from a topographic map.
 MA1901
 MA1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1901
 MA1901.The geoid height was determined by GEOID03.
 MA1901
 MA1901;                    North         East     Units Scale Factor Converg.
 MA1901;SPC PA N     -   179,841.194   459,875.247   MT  0.99997614   -1 06 54.0
 MA1901;SPC PA N     -   590,028.98  1,508,774.04   sFT  0.99997614   -1 06 54.0
 MA1901;UTM  17      - 4,625,841.510   630,029.481   MT  0.99980806   +1 02 32.7
 MA1901
 MA1901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1901!SPC PA N     -   0.99991441  x   0.99997614  =   0.99989055
 MA1901!UTM  17      -   0.99991441  x   0.99980806  =   0.99972248
 MA1901
 MA1901|---------------------------------------------------------------------|
 MA1901| PID    Reference Object                     Distance      Geod. Az  |
 MA1901|                                                           dddmmss.s |
 MA1901| CX3451 COLE RM 1                            13.190 METERS 00020     |
 MA1901| CX3450 COLE AZ MK                                         2460951.3 |
 MA1901| CX3452 COLE RM 2                            21.326 METERS 30337     |
 MA1901| MA1902 COLE HILL FIRE LOOKOUT TOWER         13.237 METERS 35743     |
 MA1901|---------------------------------------------------------------------|
 MA1901
 MA1901                          SUPERSEDED SURVEY CONTROL
 MA1901
 MA1901  NAD 83(1996)-  41 46 25.57298(N)    079 26 07.73240(W) AD(       ) 1
 MA1901  NAD 83(1986)-  41 46 25.57514(N)    079 26 07.73052(W) AD(       ) 1
 MA1901  NAD 27      -  41 46 25.36230(N)    079 26 08.55263(W) AD(       ) 1
 MA1901
 MA1901.Superseded values are not recommended for survey control.
 MA1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1901.See file dsdata.txt to determine how the superseded data were derived.
 MA1901
 MA1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG3002925842(NAD 83)
 MA1901_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA1901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1901
 MA1901  HISTORY     - Date     Condition        Report By
 MA1901  HISTORY     - 1935     MONUMENTED       CGS
 MA1901  HISTORY     - 1938     SEE DESCRIPTION  CGS
 MA1901  HISTORY     - 20041104 GOOD             USPSQD
 MA1901
 MA1901                          STATION DESCRIPTION
 MA1901
 MA1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 MA1901'THE STATION IS ON COLE HILL, AT THE FIRE CONTROL TOWER NO. X-2.
 MA1901'
 MA1901'REACHED FROM TORPEDO VILLAGE AS FOLLOWS- FROM PAVED STATE HIGHWAY 27
 MA1901'AT THE RAILROAD STATION IN TORPEDO, GO SOUTHEAST ON A DIRT ROAD 1.2
 MA1901'MILES TO A CROSSROADS AND SIGN 61010, TURN LEFT (NORTH) ON DIRT ROAD
 MA1901'AND GO 0.7 MILE TO THE FARM AND HOME OF EARNEST L. MARTIN ON THE
 MA1901'RIGHT, TURN RIGHT (EAST) THROUGH MARTINS FARMYARD, CONTINUING THROUGH
 MA1901'LANE TO THE FIRE TOWER AT THE TOP OF THE HILL.  THE STATION AND
 MA1901'FIRE TOWER ARE ON A SMALL AREA OF LAND ENCLOSED BY A WIRE FENCE,
 MA1901'THE BALANCE OF THE HILL IS COVERED WITH A THICK GROWTH OF TREES.  THE
 MA1901'MARK PROJECTS ABOUT 6 INCHES ABOVE THE GROUND, AND IS 9.05 METERS
 MA1901'SOUTH OF THE SOUTHWEST CORNER OF THE CONCRETE FOOTING FOR THE SOUTH
 MA1901'LEG OF THE FIRE TOWER, 18.8 METERS SOUTH-SOUTHWEST OF THE
 MA1901'SOUTHWEST CORNER OF THE EAST FOOTING, AND 21.6 METERS EAST-SOUTHEAST
 MA1901'OF THE SOUTHEAST CORNER OF A SMALL HOUSE.  THE PROPERTY IS OWNED
 MA1901'BY THE STATE OF PENNSYLVANIA.
 MA1901'
 MA1901'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, UNDER THE APPROXIMATE
 MA1901'CENTER OF THE FIRE TOWER.  THE POINT FOR THIS MARK WAS LOCATED AT
 MA1901'THE INTERSECTION OF LINES STRETCHED BETWEEN DIAGONALLY OPPOSITE LEGS
 MA1901'OF THE FIRE TOWER.  IT IS 13.24 METERS WEST OF THE SOUTHWEST
 MA1901'CORNER OF THE EAST FOOTING, 3.96 METERS SOUTH-SOUTHEAST OF THE
 MA1901'SOUTHWEST CORNER OF THE NORTH FOOTING, AND 1.17 METERS
 MA1901'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE FOOTING FOR THE TOWER
 MA1901'STEPS.  (THE MARK WAS OBSTRUCTED TO THE INSTRUMENT BY THE TOWER
 MA1901'STEPS, SO THE DIRECTION IS APPROXIMATE.)
 MA1901'
 MA1901'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION AT THE
 MA1901'SOUTHEAST CORNER OF THE SMALL HOUSE, 13.05 METERS WEST OF THE
 MA1901'SOUTHWEST CORNER OF THE WEST FOOTING OF THE TOWER, AND 17.880 METERS
 MA1901'WEST OF REFERENCE MARK NO. 1.
 MA1901'
 MA1901'THE AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH-SOUTHWEST OF THE STATION, 70
 MA1901'METERS WEST OF A LARGE BARN, 35 METERS SOUTH- SOUTHEAST OF A
 MA1901'2-STORY FRAME HOUSE, 4 METERS SOUTHWEST OF A DIRT ROAD, AND 7 METERS
 MA1901'SOUTH OF AN APPLE TREE.  THE MARK PROJECTS ABOUT 3 INCHES ABOVE
 MA1901'GROUND.  AT PRESENT IT IS VISIBLE FROM THE GROUND AT THE STATION, BUT
 MA1901'CLEARING WILL BE NECESSARY IN THE FUTURE.
 MA1901'
 MA1901'A 90-FOOT TOWER CLEARED ALL LINES.
 MA1901'
 MA1901'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE AS DESCRIBED IN
 MA1901'NOTES 1A, 7A AND 11A.
 MA1901
 MA1901                          STATION RECOVERY (1938)
 MA1901
 MA1901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (APR)
 MA1901'STATION COLE IS LOCATED ON COLE HILL NEAR FIRE TOWER X-2, ON LAND
 MA1901'OWNED BY THE STATE OF PENNSYLVAINA, ABOUT 0.6 MILE NORTHWEST OF
 MA1901'TIDIOUTE, 3-1/2 MILES SOUTHEAST OF TORPEDO AND 3-1/2 MILES SOUTHWEST
 MA1901'OF GARLAND.  MARK IS SET IN 12-BY 12 INCH CONCRETE BLOCK PROJECTING
 MA1901'12 INCHES ABOVE GROUND.  STAMPED COLE 1935.
 MA1901'
 MA1901'TO REACH STATION FROM GARLAND AT INTERSECTION OF STATE HIGHWAYS 77
 MA1901'AND 27, TURN SOUTH ON HIGHWAY 27 AND GO 0.7 MILE TO DIRT ROAD LEFT,
 MA1901'TURN LEFT AND GO 2.5 MILE TO R-ROAD.  TURN RIGHT AND GO 0.5 MILE TO
 MA1901'HOUSE OF MR. EARNEST MARTIN.  TURN LEFT BETWEEN HOUSE AND BARN AND
 MA1901'FOLLOW LANE 0.5 MILE TO FIRE TOWER AND STATION.
 MA1901'
 MA1901'REFERENCE MARK NO. 1 IS SET IN 12 BY 12-INCH CONCRETE BLOCK
 MA1901'PROJECTING 2 INCHES ABOVE GROUND, STAMPED COLE NO. 1 1935.
 MA1901'
 MA1901'REFERENCE MARK NO. 2 IS SET IN 12 BY 12-INCH CONCRETE BLOCK
 MA1901'PROJECTING 3 INCHES ABOVE GROUND, STAMPED COLE NO. 2 1935.  CENTER
 MA1901'OF FIRE TOWER NORTH OF STATION.
 MA1901'
 MA1901'AZIMUTH MARK IS ABOUT 1 MILE SOUTHWEST OF STATION, 70 METERS EAST OF
 MA1901'A LARGE BARN, 35 METERS SOUTH-SOUTHEAST OF A TWO- STORY FRAME
 MA1901'HOUSE, 4 METERS WEST OF A DIRT ROAD, AND 7 METERS SOUTH OF A 14-INCH
 MA1901'APPLE TREE.  MARK IS SET IN 12- BY 12-INCH CONCRETE BLOCK
 MA1901'PROJECTING 3 INCHES ABOVE GROUND.  STAMPED COLE 1935.  TO REACH
 MA1901'AZIMUTH MARK FROM MR. MARTINS HOUSE, FOLLOW DIRT ROAD SOUTH 0.6
 MA1901'MILE TO CROSSROADS, TURN RIGHT AND GO 0.1 MILE TO AZIMUTH ON LEFT,
 MA1901'NEAR LARGE BARN AND HOUSE.
 MA1901
 MA1901                          STATION RECOVERY (2004)
 MA1901
 MA1901'RECOVERY NOTE BY US POWER SQUADRON 2004 (SL)
 MA1901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0128 ***********************************************************************
 MB0128  DESIGNATION -  COLE AZ MK
 MB0128  PID         -  MB0128
 MB0128  STATE/COUNTY-  PA/CRAWFORD
 MB0128  USGS QUAD   -  EDINBORO SOUTH (1975)
 MB0128
 MB0128                         *CURRENT SURVEY CONTROL
 MB0128  ___________________________________________________________________
 MB0128* NAD 83(1986)-  41 48 18.     (N)    080 10 01.     (W)     SCALED    
 MB0128* NAVD 88     -       442.846  (meters)    1452.90   (feet)  ADJUSTED  
 MB0128  ___________________________________________________________________
 MB0128  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 MB0128  DYNAMIC HT  -         442.664 (meters)    1452.31  (feet)  COMP
 MB0128  MODELED GRAV-     980,197.8   (mgal)                       NAVD 88
 MB0128
 MB0128  VERT ORDER  -  SECOND    CLASS 0
 MB0128
 MB0128.The horizontal coordinates were scaled from a topographic map and have
 MB0128.an estimated accuracy of +/- 6 seconds.
 MB0128
 MB0128.The orthometric height was determined by differential leveling
 MB0128.and adjusted by the National Geodetic Survey in June 1991..
 MB0128
 MB0128.The geoid height was determined by GEOID03.
 MB0128
 MB0128.The dynamic height is computed by dividing the NAVD 88
 MB0128.geopotential number by the normal gravity value computed on the
 MB0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0128.degrees latitude (g = 980.6199 gals.).
 MB0128
 MB0128.The modeled gravity was interpolated from observed gravity values.
 MB0128
 MB0128;                    North         East    Units  Estimated Accuracy
 MB0128;SPC PA N     -   184,750.      399,170.      MT  (+/- 180 meters Scaled)
 MB0128
 MB0128                          SUPERSEDED SURVEY CONTROL
 MB0128
 MB0128  NGVD 29 (??/??/92)  443.007  (m)         1453.43   (f) ADJ UNCH    2 0
 MB0128
 MB0128.Superseded values are not recommended for survey control.
 MB0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0128.See file dsdata.txt to determine how the superseded data were derived.
 MB0128
 MB0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG692284(NAD 83)
 MB0128_MARKER: DZ = AZIMUTH MARK DISK
 MB0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0128_STAMPING: COLE 1961
 MB0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0128+STABILITY: SURFACE MOTION
 MB0128
 MB0128  HISTORY     - Date     Condition        Report By
 MB0128  HISTORY     - 1961     MONUMENTED       CGS
 MB0128
 MB0128                          STATION DESCRIPTION
 MB0128
 MB0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0128'5.2 MI NW FROM VENANGO.
 MB0128'ABOUT 2.8 MILES WEST ALONG COUNTY HIGHWAY 20057 FROM THE JUNCTION
 MB0128'OF U.S. HIGHWAY 19 AND COUNTY HIGHWAY 20057 AT THE WEST EDGE
 MB0128'OF VENANGO, THENCE 2.38 MILES NORTH ALONG COUNTY HIGHWAY 20058,
 MB0128'102.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A PUMP HOUSE,
 MB0128'37.8 FEET EAST OF THE CENTERLINE OF COUNTY HIGHWAY 20058, 1.8
 MB0128'FEET SOUTH OF POWERLINE POLE NO. 535-8 AND 1.4 FEET NORTH OF A
 MB0128'STANDARD METAL WITNESS POST AND MARKER.  SET IN TOP OF A SQUARE
 MB0128'CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT
 MB0128'5.0 FEET ABOVE THE ELEVATION OF THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1902 ***********************************************************************
 MA1902  DESIGNATION -  COLE HILL FIRE LOOKOUT TOWER
 MA1902  PID         -  MA1902
 MA1902  STATE/COUNTY-  PA/WARREN
 MA1902  USGS QUAD   -  PITTSFIELD (1975)
 MA1902
 MA1902                         *CURRENT SURVEY CONTROL
 MA1902  ___________________________________________________________________
 MA1902* NAD 83(1992)-  41 46 26.00088(N)    079 26 07.75580(W)     ADJUSTED  
 MA1902* NAVD 88     -       579.     (meters)    1900.     (feet)  SCALED    
 MA1902  ___________________________________________________________________
 MA1902  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 MA1902  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 MA1902
 MA1902  HORZ ORDER  -  THIRD
 MA1902
 MA1902.The horizontal coordinates were established by classical geodetic methods
 MA1902.and adjusted by the National Geodetic Survey in June 2002..
 MA1902
 MA1902.The orthometric height was scaled from a topographic map.
 MA1902
 MA1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1902
 MA1902.The geoid height was determined by GEOID03.
 MA1902
 MA1902;                    North         East     Units Scale Factor Converg.
 MA1902;SPC PA N     -   179,854.428   459,874.977   MT  0.99997616   -1 06 54.1
 MA1902;SPC PA N     -   590,072.40  1,508,773.15   sFT  0.99997616   -1 06 54.1
 MA1902;UTM  17      - 4,625,854.722   630,028.713   MT  0.99980806   +1 02 32.7
 MA1902
 MA1902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1902!SPC PA N     -   0.99991441  x   0.99997616  =   0.99989057
 MA1902!UTM  17      -   0.99991441  x   0.99980806  =   0.99972248
 MA1902
 MA1902:                Primary Azimuth Mark                     Grid Az
 MA1902:SPC PA N     -  SUGAR GROVE MICRO TOWER                  034 56 07.7
 MA1902:UTM  17      -  SUGAR GROVE MICRO TOWER                  032 46 40.9
 MA1902
 MA1902|---------------------------------------------------------------------|
 MA1902| PID    Reference Object                     Distance      Geod. Az  |
 MA1902|                                                           dddmmss.s |
 MA1902| MA1888 SUGAR GROVE MICRO TOWER             APPROX.24.7 KM 0334913.6 |
 MA1902| MA1870 WHEELER                             APPROX.17.5 KM 1214424.1 |
 MA1902| MA2126 PLEASANTVILLE WATER TANK            APPROX.23.4 KM 2091023.8 |
 MA1902|---------------------------------------------------------------------|
 MA1902
 MA1902                          SUPERSEDED SURVEY CONTROL
 MA1902
 MA1902  NAD 83(1996)-  41 46 26.00170(N)    079 26 07.75523(W) AD(       ) 3
 MA1902  NAD 83(1986)-  41 46 26.00386(N)    079 26 07.75355(W) AD(       ) 3
 MA1902  NAD 27      -  41 46 25.79110(N)    079 26 08.57546(W) AD(       ) 3
 MA1902
 MA1902.Superseded values are not recommended for survey control.
 MA1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1902.See file dsdata.txt to determine how the superseded data were derived.
 MA1902
 MA1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG3002925855(NAD 83)
 MA1902
 MA1902  HISTORY     - Date     Condition        Report By
 MA1902  HISTORY     - 1935     MONUMENTED       CGS
 MA1902
 MA1902                          STATION DESCRIPTION
 MA1902
 MA1902'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA1902'SEE STATION COLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0124 ***********************************************************************
 MB0124  DESIGNATION -  COLE RM 1
 MB0124  PID         -  MB0124
 MB0124  STATE/COUNTY-  PA/CRAWFORD
 MB0124  USGS QUAD   -  EDINBORO SOUTH (1975)
 MB0124
 MB0124                         *CURRENT SURVEY CONTROL
 MB0124  ___________________________________________________________________
 MB0124* NAD 83(1986)-  41 47 38.     (N)    080 09 57.     (W)     SCALED    
 MB0124* NAVD 88     -       456.370  (meters)    1497.27   (feet)  ADJUSTED  
 MB0124  ___________________________________________________________________
 MB0124  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 MB0124  DYNAMIC HT  -         456.181 (meters)    1496.65  (feet)  COMP
 MB0124  MODELED GRAV-     980,194.7   (mgal)                       NAVD 88
 MB0124
 MB0124  VERT ORDER  -  SECOND    CLASS 0
 MB0124
 MB0124.The horizontal coordinates were scaled from a topographic map and have
 MB0124.an estimated accuracy of +/- 6 seconds.
 MB0124
 MB0124.The orthometric height was determined by differential leveling
 MB0124.and adjusted by the National Geodetic Survey in June 1991..
 MB0124
 MB0124.The geoid height was determined by GEOID03.
 MB0124
 MB0124.The dynamic height is computed by dividing the NAVD 88
 MB0124.geopotential number by the normal gravity value computed on the
 MB0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0124.degrees latitude (g = 980.6199 gals.).
 MB0124
 MB0124.The modeled gravity was interpolated from observed gravity values.
 MB0124
 MB0124;                    North         East    Units  Estimated Accuracy
 MB0124;SPC PA N     -   183,510.      399,230.      MT  (+/- 180 meters Scaled)
 MB0124
 MB0124                          SUPERSEDED SURVEY CONTROL
 MB0124
 MB0124  NGVD 29 (??/??/92)  456.530  (m)         1497.80   (f) ADJ UNCH    2 0
 MB0124
 MB0124.Superseded values are not recommended for survey control.
 MB0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0124.See file dsdata.txt to determine how the superseded data were derived.
 MB0124
 MB0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG693272(NAD 83)
 MB0124_MARKER: DR = REFERENCE MARK DISK
 MB0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0124_STAMPING: COLE NO 1 1961
 MB0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0124+STABILITY: SURFACE MOTION
 MB0124
 MB0124  HISTORY     - Date     Condition        Report By
 MB0124  HISTORY     - 1961     MONUMENTED       CGS
 MB0124
 MB0124                          STATION DESCRIPTION
 MB0124
 MB0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0124'4.3 MI NW FROM VENANGO.
 MB0124'ABOUT 2.8 MILES WEST ALONG COUNTY HIGHWAY 20057 FROM THE JUNCTION
 MB0124'OF U.S. HIGHWAY 19 AND COUNTY HIGHWAY 20057 AT THE WEST EDGE OF
 MB0124'VENANGO, THENCE 1.5 MILE NORTH ALONG COUNTY HIGHWAY 20058, 0.05
 MB0124'MILE NORTH, THENCE 0.1 MILE EAST FROM THE CROSSROAD INTERSECTION
 MB0124'OF COUNTY HIGHWAY 20058 AND TOWNSHIP ROAD 811, 507.3 FEET EAST
 MB0124'OF A NORTHWEST FENCE CORNER, 501.3 FEET EAST OF TELEPHONE POLE
 MB0124'NO. 90, 78.8 FEET EAST OF THE STATION, 76.5 FEET EAST OF A
 MB0124'STANDARD METAL WITNESS POST AND MARKER AND 1.0 FOOT SOUTH OF AN
 MB0124'EAST AND WEST FENCELINE.  SET IN TOP OF A SQUARE CONCRETE
 MB0124'MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0126 ***********************************************************************
 MB0126  DESIGNATION -  COLE RM 2
 MB0126  PID         -  MB0126
 MB0126  STATE/COUNTY-  PA/CRAWFORD
 MB0126  USGS QUAD   -  EDINBORO SOUTH (1975)
 MB0126
 MB0126                         *CURRENT SURVEY CONTROL
 MB0126  ___________________________________________________________________
 MB0126* NAD 83(1986)-  41 47 38.     (N)    080 09 57.     (W)     SCALED    
 MB0126* NAVD 88     -       456.454  (meters)    1497.55   (feet)  ADJUSTED  
 MB0126  ___________________________________________________________________
 MB0126  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 MB0126  DYNAMIC HT  -         456.265 (meters)    1496.93  (feet)  COMP
 MB0126  MODELED GRAV-     980,194.7   (mgal)                       NAVD 88
 MB0126
 MB0126  VERT ORDER  -  SECOND    CLASS 0
 MB0126
 MB0126.The horizontal coordinates were scaled from a topographic map and have
 MB0126.an estimated accuracy of +/- 6 seconds.
 MB0126
 MB0126.The orthometric height was determined by differential leveling
 MB0126.and adjusted by the National Geodetic Survey in June 1991..
 MB0126
 MB0126.The geoid height was determined by GEOID03.
 MB0126
 MB0126.The dynamic height is computed by dividing the NAVD 88
 MB0126.geopotential number by the normal gravity value computed on the
 MB0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0126.degrees latitude (g = 980.6199 gals.).
 MB0126
 MB0126.The modeled gravity was interpolated from observed gravity values.
 MB0126
 MB0126;                    North         East    Units  Estimated Accuracy
 MB0126;SPC PA N     -   183,510.      399,230.      MT  (+/- 180 meters Scaled)
 MB0126
 MB0126                          SUPERSEDED SURVEY CONTROL
 MB0126
 MB0126  NGVD 29 (??/??/92)  456.614  (m)         1498.07   (f) ADJ UNCH    2 0
 MB0126
 MB0126.Superseded values are not recommended for survey control.
 MB0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0126.See file dsdata.txt to determine how the superseded data were derived.
 MB0126
 MB0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG693272(NAD 83)
 MB0126_MARKER: DR = REFERENCE MARK DISK
 MB0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0126_STAMPING: COLE NO 2 1961
 MB0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0126+STABILITY: SURFACE MOTION
 MB0126
 MB0126  HISTORY     - Date     Condition        Report By
 MB0126  HISTORY     - 1961     MONUMENTED       CGS
 MB0126
 MB0126                          STATION DESCRIPTION
 MB0126
 MB0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0126'4.3 MI NW FROM VENANGO.
 MB0126'ABOUT 2.8 MILES WEST ALONG COUNTY HIGHWAY 20057 FROM THE JUNCTION
 MB0126'OF U.S. HIGHWAY 19 AND COUNTY HIGHWAY 20058 AT THE WEST EDGE OF
 MB0126'VENANGO, THENCE 1.5 MILES NORTH ALONG COUNTY HIGHWAY 20058, 0.05
 MB0126'MILE NORTH, THENCE 0.1 MILE EAST FROM THE CROSSROAD INTERSECTION
 MB0126'OF COUNTY HIGHWAY 20058 AND TOWNSHIP ROAD 811, 354.0 FEET EAST
 MB0126'OF A NORTHWEST FENCE CORNER, 351.0 FEET EAST OF TELEPHONE POLE
 MB0126'NO. 90, 79.5 FEET WEST OF A STANDARD METAL WITNESS POST AND
 MB0126'MARKER, 77.5 FEET WEST OF THE STATION MARK AND 1.0 FOOT SOUTH OF
 MB0126'AN EAST AND WEST FENCELINE.  SET IN TOP OF A SQUARE CONCRETE
 MB0126'MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1952 ***********************************************************************
 KX1952  DESIGNATION -  COLEMAN
 KX1952  PID         -  KX1952
 KX1952  STATE/COUNTY-  PA/INDIANA
 KX1952  USGS QUAD   -  ERNEST (1973)
 KX1952
 KX1952                         *CURRENT SURVEY CONTROL
 KX1952  ___________________________________________________________________
 KX1952* NAD 83(1992)-  40 38 09.68831(N)    079 11 00.66897(W)     ADJUSTED  
 KX1952* NAVD 88     -       506.8    (meters)    1663.     (feet)  VERTCON   
 KX1952  ___________________________________________________________________
 KX1952  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 KX1952  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KX1952
 KX1952  HORZ ORDER  -  FIRST
 KX1952
 KX1952.The horizontal coordinates were established by classical geodetic methods
 KX1952.and adjusted by the National Geodetic Survey in June 2002..
 KX1952
 KX1952.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX1952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX1952
 KX1952.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1952
 KX1952.The geoid height was determined by GEOID03.
 KX1952
 KX1952;                    North         East     Units Scale Factor Converg.
 KX1952;SPC PA S     -   145,629.653   478,739.171   MT  0.99996472   -0 55 48.2
 KX1952;SPC PA S     -   477,786.62  1,570,663.43   sFT  0.99996472   -0 55 48.2
 KX1952;UTM  17      - 4,499,939.692   653,610.071   MT  0.99989044   +1 10 59.6
 KX1952
 KX1952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX1952!SPC PA S     -   0.99992566  x   0.99996472  =   0.99989038
 KX1952!UTM  17      -   0.99992566  x   0.99989044  =   0.99981611
 KX1952
 KX1952|---------------------------------------------------------------------|
 KX1952| PID    Reference Object                     Distance      Geod. Az  |
 KX1952|                                                           dddmmss.s |
 KX1952| CX3456 COLEMAN RM 1                         28.801 METERS 16625     |
 KX1952| CX3457 COLEMAN RM 2                         26.990 METERS 26247     |
 KX1952| KX1953 KUNKLE                              APPROX. 8.2 KM 3480854.7 |
 KX1952|---------------------------------------------------------------------|
 KX1952
 KX1952                          SUPERSEDED SURVEY CONTROL
 KX1952
 KX1952  NAD 83(1986)-  40 38 09.69234(N)    079 11 00.67571(W) AD(       ) 1
 KX1952  NAD 27      -  40 38 09.45500(N)    079 11 01.54600(W) AD(       ) 1
 KX1952  NGVD 29 (07/19/86)  507.0    (m)         1663.     (f) VERT ANG       
 KX1952
 KX1952.Superseded values are not recommended for survey control.
 KX1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1952.See file dsdata.txt to determine how the superseded data were derived.
 KX1952
 KX1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE5361099940(NAD 83)
 KX1952_MARKER: DD = SURVEY DISK
 KX1952_SETTING: 0 = UNSPECIFIED SETTING
 KX1952
 KX1952  HISTORY     - Date     Condition        Report By
 KX1952  HISTORY     - 1933     MONUMENTED       USGS
 KX1952  HISTORY     - 1967     GOOD             CGS
 KX1952
 KX1952                          STATION DESCRIPTION
 KX1952
 KX1952'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (GLA)
 KX1952'THE STATION IS ABOUT 2 MILES W OF INDIANA, ON A HILL OWNED BY THE
 KX1952'FACULTY OF STATE TEACHERS COLLEGE (DR. CHARLES R.  FOSTER,
 KX1952'PRESIDENT) INDIANA, PA.  THE HILL IS USED BY STUDENTS OF THE COLLEGE
 KX1952'FOR RECREATION, AND FOR THE STUDY OF WILD LIFE.  THERE IS A
 KX1952'SMALL SHACK ON THE CREST OF THE HILL, AND A NUMBER OF NEWLY PLANTED
 KX1952'PINE TREES.
 KX1952'
 KX1952'STATION IS A U.S.G.S. STATION, RECOVERED.  IT IS MARKED BY A STANDARD
 KX1952'U.S.G.S. BRONZE TABLET (UNSTAMPED) SET IN THE TOP OF A 6- BY
 KX1952'7-INCH SANDSTONE ROCK.  THE STATION IS 66 FEET S OF THE S BRICK
 KX1952'CORNER POST OF THE SHACK, 20 FEET E OF THE TRAIL LEADING TO
 KX1952'THE TOP OF THE HILL, AND 90 FEET NE OF A SMALL PARTLY DEAD WILD
 KX1952'CHERRY TREE.  THE MARK PROJECTS 5 INCHES.
 KX1952'
 KX1952'TWO NEW REFERENCE MARKS, STANDARD BRONZE DISKS SET IN CONCRETE
 KX1952'WERE ESTABLISHED AS FOLLOWS-
 KX1952'
 KX1952'REFERENCE MARK NO. 1 IS S OF THE STATION, 70 FEET ESE OF THE CHERRY
 KX1952'TREE AND 18 FEET E OF THE TRAIL LEADING TO THE TOP OF THE HILL.
 KX1952'THE MARK PROJECTS 2 INCHES.  REFERENCE MARK NO. 2 IS W OF THE
 KX1952'STATION, 75 FEET N OF THE CHERRY TREE, AND 80 FEET SW OF THE
 KX1952'W CORNER POST OF THE SHACK.  THE MARK PROJECTS 2 INCHES.
 KX1952'
 KX1952'TO REACH THE STATION FROM THE COURTHOUSE IN INDIANA, GO W ON MAIN
 KX1952'STREET (U.S. HIGHWAY 422) 1.5 MILES TO A TARRED ROAD TO THE
 KX1952'RIGHT, FOLLOW THIS ROAD 0.5 MILE, TURN RIGHT ON A CINDER ROAD 0.2
 KX1952'MILE TO A FARMHOUSE, THEN CONTINUE ON UP THE HILL 0.6 MILE
 KX1952'(TAKE LEFT FORK AT 0.4 MILE) TO THE SHACK AND THE STATION.
 KX1952
 KX1952                          STATION RECOVERY (1967)
 KX1952
 KX1952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX1952'STATION RECOVERED AS DESCRIBED IN 1933 BY G.L.A. AND ALL MARKS ARE IN
 KX1952'GOOD CONDITION.  STATION WAS NOT OCCUPIED AT THIS TIME.
 KX1952'
 KX1952'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MILES NW OF
 KX1952'INDIANA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2111 ***********************************************************************
 KX2111  DESIGNATION -  COLFAX DCP
 KX2111  PID         -  KX2111
 KX2111  STATE/COUNTY-  PA/ALLEGHENY
 KX2111  USGS QUAD   -  NEW KENSINGTON WEST (1993)
 KX2111
 KX2111                         *CURRENT SURVEY CONTROL
 KX2111  ___________________________________________________________________
 KX2111* NAD 83(1992)-  40 31 51.14676(N)    079 47 31.04196(W)     ADJUSTED  
 KX2111* NAVD 88     -                                                        
 KX2111  ___________________________________________________________________
 KX2111  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 KX2111  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KX2111
 KX2111  HORZ ORDER  -  THIRD
 KX2111
 KX2111.The horizontal coordinates were established by classical geodetic methods
 KX2111.and adjusted by the National Geodetic Survey in June 2002..
 KX2111
 KX2111
 KX2111.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2111
 KX2111.The geoid height was determined by GEOID03.
 KX2111
 KX2111;                    North         East     Units Scale Factor Converg.
 KX2111;SPC PA S     -   134,969.416   427,009.579   MT  0.99996048   -1 19 29.3
 KX2111;SPC PA S     -   442,812.16  1,400,947.26   sFT  0.99996048   -1 19 29.3
 KX2111;UTM  17      - 4,487,382.778   602,316.471   MT  0.99972886   +0 47 06.4
 KX2111
 KX2111                          SUPERSEDED SURVEY CONTROL
 KX2111
 KX2111  NAD 83(1995)-  40 31 51.15009(N)    079 47 31.04632(W) AD(       ) 4
 KX2111  NAD 83(1986)-  40 31 51.15136(N)    079 47 31.04872(W) AD(       ) 4
 KX2111  NAD 27      -  40 31 50.90900(N)    079 47 31.87900(W) AD(       ) 3
 KX2111
 KX2111.Superseded values are not recommended for survey control.
 KX2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2111.See file dsdata.txt to determine how the superseded data were derived.
 KX2111
 KX2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE0231687383(NAD 83)
 KX2111_MARKER: DD = SURVEY DISK
 KX2111_SETTING: 0 = UNSPECIFIED SETTING
 KX2111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX2111
 KX2111  HISTORY     - Date     Condition        Report By
 KX2111  HISTORY     - 1958     MONUMENTED       PA6600
 KX2111
 KX2111                          STATION DESCRIPTION
 KX2111
 KX2111'DESCRIBED BY CITY OF PITTSBURGH PENNSYLVANIA 1958 (WER)
 KX2111'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF OAKMONT, 3 MILES
 KX2111'SOUTH-SOUTHWEST OF NEW KENSINGTON AND ABOUT 1.0 MILE SOUTH
 KX2111'OF THE ALLEGHENY RIVER.
 KX2111'
 KX2111'THE STATION MARK IS A STANDARD DEPARTMENT OF CITY PLANNING DISK SET
 KX2111'ABOUT 1 INCH UNDER THE SURFACE OF THE GROUND.  IT IS SET
 KX2111'BENEATH THE CENTER OF THE MOST EASTERLY HIGHLINE TOWER WHICH IS
 KX2111'LOCATED ATOP THE RIDGE.
 KX2111'
 KX2111'TO REACH THE STATION FROM THE NORTHWEST END OF TOLL BRIDGE IN THE
 KX2111'SOUTH END OF TARENTUM, GO SOUTHEAST ACROSS TOLL BRIDGE FOR 1.1
 KX2111'MILE TO CROSSROAD AT RED LIGHT, CONTINUE STRAIGHT AHEAD FOR 2.35
 KX2111'MILES AROUND THE EAST SIDE OF NEW KENSINGTON TO THE
 KX2111'INTERSECTION OF STATE HIGHWAY 366, CONTINUE STRAIGHT AHEAD ON STATE
 KX2111'HIGHWAY 366 FOR 0.15 MILE TO A FORK, TAKE RIGHT FORK TOWARD
 KX2111'OAKMONT FOR 0.85 MILE TO A FORK AND SIGN ORANGE BELT E., TAKE RIGHT
 KX2111'FOK STRAIGHT AHEAD FOR 1.4 MILES TO THE CREST OF HILL AND A
 KX2111'SIDE ROAD ON THE LEFT, CONTINUE STRAIGHT AHEAD FOR 0.65 MILES TO
 KX2111'WHERE POWER LINE CROSSES OVER ROAD AND END OF TRUCK TRAVEL. PACK
 KX2111'NORTHERLY UP POWERLINE CLEARING TO THE TOP OF RIDGE AND THE
 KX2111'STATION.
 KX2111'
 KX2111'NOTE- THIS STATION WAS NOT OCCUPIED BY AN OBSERVING PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2902 ***********************************************************************
 KW2902  DESIGNATION -  COLINE
 KW2902  PID         -  KW2902
 KW2902  STATE/COUNTY-  PA/CENTRE
 KW2902  USGS QUAD   -  SPRING MILLS (1984)
 KW2902
 KW2902                         *CURRENT SURVEY CONTROL
 KW2902  ___________________________________________________________________
 KW2902* NAD 83(1992)-  40 47 39.74466(N)    077 30 34.54967(W)     ADJUSTED  
 KW2902* NAVD 88     -       651.59   (+/-2cm)    2137.8    (feet)  VERTCON   
 KW2902  ___________________________________________________________________
 KW2902  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 KW2902  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 KW2902
 KW2902  HORZ ORDER  -  FIRST
 KW2902  VERT ORDER  -  THIRD ? (See Below)
 KW2902
 KW2902.The horizontal coordinates were established by classical geodetic methods
 KW2902.and adjusted by the National Geodetic Survey in June 2002..
 KW2902
 KW2902.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2902.The vertical order pertains to the NGVD 29 superseded value.
 KW2902
 KW2902.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2902
 KW2902.The geoid height was determined by GEOID03.
 KW2902
 KW2902;                    North         East     Units Scale Factor Converg.
 KW2902;SPC PA N     -    69,737.738   620,289.358   MT  1.00001555   +0 09 32.5
 KW2902;SPC PA N     -   228,797.90  2,035,066.00   sFT  1.00001555   +0 09 32.5
 KW2902;SPC PA S     -   162,256.942   620,288.586   MT  0.99997745   +0 09 21.5
 KW2902;SPC PA S     -   532,337.98  2,035,063.47   sFT  0.99997745   +0 09 21.5
 KW2902;UTM  18      - 4,518,961.507   288,274.432   MT  1.00015179   -1 38 24.9
 KW2902
 KW2902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2902!SPC PA N     -   0.99990303  x   1.00001555  =   0.99991858
 KW2902!SPC PA S     -   0.99990303  x   0.99997745  =   0.99988048
 KW2902!UTM  18      -   0.99990303  x   1.00015179  =   1.00005481
 KW2902
 KW2902|---------------------------------------------------------------------|
 KW2902| PID    Reference Object                     Distance      Geod. Az  |
 KW2902|                                                           dddmmss.s |
 KW2902| CK6844 COLINE RM 1                          12.310 METERS 06848     |
 KW2902| CK6843 COLINE AZ MK                                       1923714.5 |
 KW2902| CK6845 COLINE RM 2                          14.618 METERS 29056     |
 KW2902| KW2903 POE VALLEY LOOKOUT TOWER            APPROX. 2.4 KM 3350310.2 |
 KW2902|---------------------------------------------------------------------|
 KW2902
 KW2902                          SUPERSEDED SURVEY CONTROL
 KW2902
 KW2902  NAD 83(1986)-  40 47 39.74186(N)    077 30 34.55271(W) AD(       ) 1
 KW2902  NAD 27      -  40 47 39.50960(N)    077 30 35.56540(W) AD(       ) 1
 KW2902  NGVD 29 (07/19/86)  651.78   (m)         2138.4    (f) LEVELING    3  
 KW2902
 KW2902.Superseded values are not recommended for survey control.
 KW2902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2902.See file dsdata.txt to determine how the superseded data were derived.
 KW2902
 KW2902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL8827418962(NAD 83)
 KW2902_MARKER: DS = TRIANGULATION STATION DISK
 KW2902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2902
 KW2902  HISTORY     - Date     Condition        Report By
 KW2902  HISTORY     - 1935     MONUMENTED       CGS
 KW2902  HISTORY     - 1958     GOOD             CGS
 KW2902  HISTORY     - 1966     GOOD             USGS
 KW2902  HISTORY     - 1966     GOOD             CGS
 KW2902
 KW2902                          STATION DESCRIPTION
 KW2902
 KW2902'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KW2902'STATION IS LOCATED ON THE PASS OF LONG MOUNTAIN, WHERE THE ROAD FROM
 KW2902'SIGLERSVILLE TO DECKER VALLEY CROSSES THE MOUNTAIN, ABOUT 2 MILES SE
 KW2902'OF POE MOUNTAIN FIRE TOWER AND 4 MILES NNE OF SIGLERSVILLE.  IT IS
 KW2902'10.8 METERS NE OF SIGN ON POST MARKING COUNTY LINE, 12 PACES NE
 KW2902'OF ROCK CAIRN MARKING COUNTY LINE, AND 5 METERS E OF CENTER OF ROAD.
 KW2902'
 KW2902'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN DRILL HOLE IN
 KW2902'ROCK OUTCROP, PROJECTING 16 INCHES.  IT IS 14.618 METERS (47.96
 KW2902'FEET) NW OF THE STATION, ACROSS ROAD.
 KW2902'
 KW2902'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN DRILL HOLE IN
 KW2902'ROCK OUTCROP, PROJECTING 4 INCHES.  IT IS 12.310 METERS (40.38
 KW2902'FEET) E OF THE STATION.
 KW2902'
 KW2902'THE AZIMUTH MARK A STANDARD BRONZE DISK SET IN CONCRETE IS 0.15 MILE
 KW2902'SSW OF THE STATION, 11 FEET E OF THE CENTER OF ROAD, AND 42
 KW2902'PACES N OF ROCK DRAIN UNDER ROAD.  MARK PROJECTS 3 INCHES.
 KW2902'
 KW2902'TO REACH FROM MILROY.  GO N ON ROUTE 983, 4.2 MILES TO SIGLERSVILLE,
 KW2902'CONTINUE ON GRAVEL ROAD 0.3 MILE TO FORK.  TAKE RIGHT FORK, GO
 KW2902'0.5 MILE TO T-ROAD LEFT, TURN LEFT AND GO 1.2 MILES TO FORK.  TAKE
 KW2902'LEFT FORK AND GO 3.2 MILES TO TOP OF PASS, COUNTY LINE AND
 KW2902'STATION.
 KW2902'
 KW2902'A 37-FOOT TOWER WAS USED.
 KW2902'
 KW2902'NO CUTS VISIBLE FROM THE GROUND.
 KW2902
 KW2902                          STATION RECOVERY (1958)
 KW2902
 KW2902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WER)
 KW2902'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, WERE
 KW2902'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  AZIMUTH MARK HAS
 KW2902'BEEN DESTROYED.
 KW2902'
 KW2902'FOLLOWING IS A NEW DESCRIPTION.
 KW2902'
 KW2902'STATION IS LOCATED ON THE PASS OF LONG MOUNTAIN, WHERE THE ROAD FROM
 KW2902'SIGLERSVILLE TO DECKER VALLEY CROSSES THE MOUNTAIN, ABOUT 2.0 MILES
 KW2902'SOUTHEAST OF POE MOUNTAIN LOOKOUT TOWER AND 4 MILES NORTH-NORTHEAST
 KW2902'OF SIGLERSVILLE.
 KW2902'
 KW2902'TO REACH FROM THE POST OFFICE IN WOODWARD ON STATE HIGHWAY 45 AT SIGN
 KW2902'COBURN 7 AND WOODWARD CAVE 1 1/2, GO SOUTHWESTERLY ON
 KW2902'PAVED ROAD TOWARD COBURN 6.25 MILES TO A T ROAD AND SIGN COBURN 1,
 KW2902'TURN LEFT FOR 0.55 MILE TO A SIDE ROAD RIGHT JUST BEFORE CROSSING
 KW2902'A STEEL BRIDGE AND SIGN POE VALLEY, TURN RIGHT AND GO 1.5 MILES TO A
 KW2902'SIDE ROAD LEFT, TURN LEFT OVER STEEL BRIDGE AND GO 2.7 MILES TO
 KW2902'ROAD FORKS, KEEP RIGHT FORK AND GO 2.1 MILE TO A REVERSE Y, CONTINUE
 KW2902'STRAIGHT AHEAD 1.05 MILE TO ROAD FORKS, AND SIGN SIEGLERVILLE
 KW2902'PIKE, TAKE LEFT FORK FOR 0.95 MILE TO SIGN (COUNTY LINE, MIFFIN-
 KW2902'CENTRE, PENN. STATE FOREST) AND STATION ON THE LEFT, 10.8 METERS
 KW2902'NORTHEAST OF SIGN POST MARKING COUNTY LINE.
 KW2902'
 KW2902'STATION MARK, A STANDARD DISK STAMPED COLINE 1935, IS SET IN A SQUARE
 KW2902'CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 15 FEET EAST OF THE
 KW2902'CENTER OF GRAVEL ROAD.
 KW2902'
 KW2902'REFERENCE MARK NO. 1, IS A STANDARD DISK STAMPED COLINE NO 1 1935, IS
 KW2902'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP WHICH PROJECTS 4 INCHES.
 KW2902'
 KW2902'REFERENCE MARK NO. 2, IS A STANDARD DISK STAMPED COLINE NO 2 1935, IS
 KW2902'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP WHICH PROJECTS 12
 KW2902'INCHES.
 KW2902
 KW2902                          STATION RECOVERY (1966)
 KW2902
 KW2902'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KW2902'STATION WAS SEARCHED FOR AND FOUND IN GOOD CONDITION.
 KW2902
 KW2902                          STATION RECOVERY (1966)
 KW2902
 KW2902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW2902'STATION WAS VISITED BY A LIGHTKEEPER FOR CHECK ANGLE PURPOSES.  THE
 KW2902'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD
 KW2902'CONDITION.
 KW2902'
 KW2902'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4 MILES NORTH
 KW2902'NORTHEAST OF SIGLERSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4838 ***********************************************************************
 JV4838  DESIGNATION -  COLLAM
 JV4838  PID         -  JV4838
 JV4838  STATE/COUNTY-  PA/YORK
 JV4838  USGS QUAD   -  AIRVILLE (1992)
 JV4838
 JV4838                         *CURRENT SURVEY CONTROL
 JV4838  ___________________________________________________________________
 JV4838* NAD 83(1992)-  39 50 55.00310(N)    076 25 41.08346(W)     ADJUSTED  
 JV4838* NAVD 88     -       256.7    (meters)     842.     (feet)  GPS OBS   
 JV4838  ___________________________________________________________________
 JV4838  X           -   1,150,722.725 (meters)                     COMP
 JV4838  Y           -  -4,766,737.524 (meters)                     COMP
 JV4838  Z           -   4,065,238.087 (meters)                     COMP
 JV4838  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 JV4838  ELLIP HEIGHT-         223.62  (meters)          (08/26/96) GPS OBS
 JV4838  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JV4838
 JV4838  HORZ ORDER  -  FIRST
 JV4838  ELLP ORDER  -  FOURTH    CLASS I
 JV4838
 JV4838.The horizontal coordinates were established by classical geodetic methods
 JV4838.and adjusted by the National Geodetic Survey in June 2002..
 JV4838
 JV4838.The orthometric height was determined by GPS observations and a
 JV4838.high-resolution geoid model.
 JV4838
 JV4838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JV4838
 JV4838.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4838
 JV4838.The ellipsoidal height was determined by GPS observations
 JV4838.and is referenced to NAD 83.
 JV4838
 JV4838.The geoid height was determined by GEOID03.
 JV4838
 JV4838;                    North         East     Units Scale Factor Converg.
 JV4838;SPC PA S     -    58,060.723   713,130.243   MT  1.00001433   +0 51 27.6
 JV4838;SPC PA S     -   190,487.56  2,339,661.47   sFT  1.00001433   +0 51 27.6
 JV4838;SPC MD       -   242,375.948   448,950.529   MT  1.00009409   +0 21 32.2
 JV4838;SPC MD       -   795,195.09  1,472,931.86   sFT  1.00009409   +0 21 32.2
 JV4838;UTM  18      - 4,411,930.545   377,828.566   MT  0.99978375   -0 54 54.6
 JV4838
 JV4838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4838!SPC PA S     -   0.99996492  x   1.00001433  =   0.99997925
 JV4838!SPC MD       -   0.99996492  x   1.00009409  =   1.00005901
 JV4838!UTM  18      -   0.99996492  x   0.99978375  =   0.99974868
 JV4838
 JV4838:                Primary Azimuth Mark                     Grid Az
 JV4838:SPC PA S     -  RAWLINSVILLE RESET                       072 26 06.1
 JV4838:SPC MD       -  RAWLINSVILLE RESET                       072 56 01.5
 JV4838:UTM  18      -  RAWLINSVILLE RESET                       074 12 28.3
 JV4838
 JV4838|---------------------------------------------------------------------|
 JV4838| PID    Reference Object                     Distance      Geod. Az  |
 JV4838|                                                           dddmmss.s |
 JV4838| JV4833 RAWLINSVILLE RESET                  APPROX.14.5 KM 0731733.7 |
 JV4838| CB1102 COLLAM RM 1                          19.016 METERS 18754     |
 JV4838| CB1101 COLLAM AZ MK                                       1974832.9 |
 JV4838| CB1103 COLLAM RM 2                          19.041 METERS 27422     |
 JV4838|---------------------------------------------------------------------|
 JV4838
 JV4838                          SUPERSEDED SURVEY CONTROL
 JV4838
 JV4838  NAD 83(1992)-  39 50 55.00311(N)    076 25 41.08342(W) AD(       ) 1
 JV4838  NAD 83(1991)-  39 50 54.99791(N)    076 25 41.08641(W) AD(       ) 1
 JV4838  NAD 83(1986)-  39 50 54.99332(N)    076 25 41.08732(W) AD(       ) 1
 JV4838  NAD 27      -  39 50 54.62400(N)    076 25 42.22100(W) AD(       ) 1
 JV4838
 JV4838.Superseded values are not recommended for survey control.
 JV4838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4838.See file dsdata.txt to determine how the superseded data were derived.
 JV4838
 JV4838_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK7782911931(NAD 83)
 JV4838_MARKER: DS = TRIANGULATION STATION DISK
 JV4838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV4838_STAMPING: COLLAM 1934
 JV4838_MARK LOGO: CGS   
 JV4838_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JV4838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV4838+STABILITY: SURFACE MOTION
 JV4838_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JV4838+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2004
 JV4838
 JV4838  HISTORY     - Date     Condition        Report By
 JV4838  HISTORY     - 1934     MONUMENTED       CGS
 JV4838  HISTORY     - 1947     GOOD             CGS
 JV4838  HISTORY     - 19930106 GOOD             ADRGS
 JV4838  HISTORY     - 20041008 GOOD             GEOCAC
 JV4838
 JV4838                          STATION DESCRIPTION
 JV4838
 JV4838'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 JV4838'STATION IS LOCATED ABOUT 11.2 MILES SE OF RED LION, 1.4 MILES S BY E
 JV4838'OF COLLINSVILLE POST OFFICE, ABOUT 100 YARDS S OF STATE ROUTE NO.
 JV4838'74 ON PROPERTY OWNED BY MR. MCCOLLAM.  STATION IS 27 FEET E OF CENTER
 JV4838'LINE OF ROAD, IN CENTER LINE OF OLD WOODS ROAD IN LINE WITH N EDGE
 JV4838'OF CLEARED FIELD.  MARK PROJECTS 4 INCHES ABOVE GROUND.
 JV4838'
 JV4838'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 JV4838'SET IN CONCRETE.
 JV4838'
 JV4838'REFERENCE MARK NO. 2 IS 62.50 FEET WNW OF STATION IN EDGE OF WOODS ON
 JV4838'N EDGE OF CLEARING, 27 FEET W OF CENTER LINE OF ROAD.  MARK
 JV4838'PROJECTS 4 INCHES ABOVE GROUND.
 JV4838'
 JV4838'REFERENCE MARK NO. 1 IS 62.40 FEET S OF STATION, 5 PACES E OF CENTER
 JV4838'LINE OF ROAD, IN EDGE OF WOODS ON E SIDE OF ROAD.  MARK PROJECTS 4
 JV4838'INCHES ABOVE GROUND.
 JV4838'
 JV4838'REFERENCE MARK NO. 3 AZIMUTH MARK, IS APPROXIMATELY 0.15 MILE SW OF
 JV4838'STATION IN THE S EDGE OF CLEARING, 85 PACES W OF CENTER LINE OF
 JV4838'ROAD.  MARK PROJECTS 6 INCHES ABOVE GROUND.
 JV4838'
 JV4838'TO REACH STATION FROM RED LION TRAFFIC LIGHT, GO SE ON ROUTE NO. 74
 JV4838'FOR 11.2 MILES OF 1.4 MILES SE OF COLLINSVILLE POST OFFICE TO A
 JV4838'COUNTRY DIRT ROAD, FORKING RIGHT, TURN RIGHT ON ROAD, GO 100 YARDS TO
 JV4838'EDGE OF CLEARING ON RIGHT.  STATION IS ACROSS ROAD IN OLD GROWN-UP
 JV4838'WOODS ROAD.
 JV4838'
 JV4838'NO PROMINENT OBJECTS VISIBLE FROM GROUND.
 JV4838'
 JV4838'A 77-FOOT TOWER WILL CLEAR ALL LINES.
 JV4838
 JV4838                          STATION RECOVERY (1947)
 JV4838
 JV4838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CRR)
 JV4838'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE
 JV4838'IN GOOD CONDITION.  DISTANCES WERE CHECKED AND FOUND TO BE
 JV4838'CORRECT.  A COMPLETE NEW DESCRIPTION FOLLOWS- THE STATION IS LOCATED
 JV4838'ABOUT 1-1/2 MILES NORTHWEST OF AIRVILLE AND 100 YARDS
 JV4838'SOUTHWEST OF STATE HIGHWAY 74.  IT IS 20 FEET NORTHEAST OF A DIRT
 JV4838'ROAD IN THE WOODS.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 JV4838'IS STAMPED COLLAM 1934.
 JV4838'
 JV4838'REFERENCE MARK NO. 1 IS 62.39 FEET SOUTH OF THE STATION AND 12 FEET
 JV4838'EAST OF THE DIRT ROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 JV4838'DISK IS STAMPED COLLAM NO 1 1934.
 JV4838'
 JV4838'REFERENCE MARK NO. 2 IS 62.47 FEET WEST OF THE STATION AND 30 FEET
 JV4838'WEST OF THE DIRT ROAD IN THE WOODS.  THE MARK PROJECTS ABOUT
 JV4838'2 INCHES AND THE DISK IS STAMPED COLLAM NO 2 1947.
 JV4838'
 JV4838'THE AZIMUTH MARK IS ABOUT 0.15 MILE SOUTHWEST OF THE STATION, 200
 JV4838'FEET WEST OF THE DIRT ROAD AND 1 FOOT NORTH OF A WHITE WITNESS POST
 JV4838'AT THE EDGE OF THE WOODS AND FIELD.  THE MARK IS FLUSH WITH THE
 JV4838'GROUND AND THE DISK IS STAMPED COLLAM AZ MK 1934.
 JV4838'
 JV4838'TO REACH THE STATION FROM AIRVILLE, GO NORTHWEST ON STATE HIGHWAY 74
 JV4838'FOR 01.6 MILES, TURN SHARP LEFT ON DIRT ROAD UP HILL FOR 100
 JV4838'YARDS TO TOP OF HILL AND THE STATION ON THE LEFT AS DESCRIBED.
 JV4838
 JV4838                          STATION RECOVERY (1993)
 JV4838
 JV4838'RECOVERY NOTE BY ADR GEODETIC SERVICES 1993 (BAW)
 JV4838'RECOVERED AS DESCRIBED.  AN ECCENTRIC STATION, COLLAM ECCENTRIC, WAS
 JV4838'ESTABLISHED AT THIS TIME FOR GPS USE.
 JV4838
 JV4838                          STATION RECOVERY (2004)
 JV4838
 JV4838'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 JV4838'STATION AND REFERENCE MARK 1 LOCATED AS DESCRIBED. REFERENCE MARK 2
 JV4838'NOT FOUND. AZIMUTH MARK SEARCHED FOR BUT NOT FOUND. COLLAM ECCENTRIC
 JV4838'AB6469 AND COLLAM ECCENTRIC AZIMUTH AB6470 NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6469 ***********************************************************************
 AB6469  DESIGNATION -  COLLAM ECCENTRIC
 AB6469  PID         -  AB6469
 AB6469  STATE/COUNTY-  PA/YORK
 AB6469  USGS QUAD   -  AIRVILLE (1992)
 AB6469
 AB6469                         *CURRENT SURVEY CONTROL
 AB6469  ___________________________________________________________________
 AB6469* NAD 83(1992)-  39 50 54.98349(N)    076 25 41.64534(W)     ADJUSTED  
 AB6469* NAVD 88     -       256.3    (meters)     841.     (feet)  GPS OBS   
 AB6469  ___________________________________________________________________
 AB6469  X           -   1,150,709.763 (meters)                     COMP
 AB6469  Y           -  -4,766,740.752 (meters)                     COMP
 AB6469  Z           -   4,065,237.379 (meters)                     COMP
 AB6469  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 AB6469  ELLIP HEIGHT-         223.24  (meters)          (08/10/01) GPS OBS
 AB6469  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 AB6469
 AB6469  HORZ ORDER  -  FIRST
 AB6469  ELLP ORDER  -  FOURTH    CLASS II
 AB6469
 AB6469.The horizontal coordinates were established by GPS observations
 AB6469.and adjusted by the National Geodetic Survey in August 1996..
 AB6469
 AB6469.The orthometric height was determined by GPS observations and a
 AB6469.high-resolution geoid model.
 AB6469
 AB6469.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6469
 AB6469.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6469
 AB6469.The ellipsoidal height was determined by GPS observations
 AB6469.and is referenced to NAD 83.
 AB6469
 AB6469.The geoid height was determined by GEOID03.
 AB6469
 AB6469;                    North         East     Units Scale Factor Converg.
 AB6469;SPC PA S     -    58,059.918   713,116.896   MT  1.00001433   +0 51 27.2
 AB6469;SPC PA S     -   190,484.91  2,339,617.68   sFT  1.00001433   +0 51 27.2
 AB6469;UTM  18      - 4,411,930.154   377,815.203   MT  0.99978379   -0 54 55.0
 AB6469
 AB6469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6469!SPC PA S     -   0.99996498  x   1.00001433  =   0.99997931
 AB6469!UTM  18      -   0.99996498  x   0.99978379  =   0.99974878
 AB6469
 AB6469|---------------------------------------------------------------------|
 AB6469| PID    Reference Object                     Distance      Geod. Az  |
 AB6469|                                                           dddmmss.s |
 AB6469| AB6470 COLLAM ECCENTRIC AZIMUTH             71.012 METERS 16912     |
 AB6469|---------------------------------------------------------------------|
 AB6469
 AB6469                          SUPERSEDED SURVEY CONTROL
 AB6469
 AB6469  ELLIP H (08/26/96)  223.22   (m)                       GP(       ) 4 1
 AB6469
 AB6469.Superseded values are not recommended for survey control.
 AB6469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6469.See file dsdata.txt to determine how the superseded data were derived.
 AB6469
 AB6469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK7781511930(NAD 83)
 AB6469_MARKER: S = SPIKE
 AB6469_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB6469_SP_SET: RR SPIKE SET AT EDGE OF PAVEMENT
 AB6469_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB6469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB6469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6469+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB6469
 AB6469  HISTORY     - Date     Condition        Report By
 AB6469  HISTORY     - 1993     MONUMENTED       ADRGS
 AB6469  HISTORY     - 20041008 MARK NOT FOUND   GEOCAC
 AB6469
 AB6469                          STATION DESCRIPTION
 AB6469
 AB6469'DESCRIBED BY ADR GEODETIC SERVICES 1993 (GPD)
 AB6469'THIS STATION WAS SET AS AN ECCENTRIC TO COLLAM, WHICH COULD NOT BE
 AB6469'DIRECTLY OCCUPIED.  TO REACH THE STATION, SEE DESCRIPTION FOR STATION
 AB6469'COLLAM.  THE STATION IS LOCATED ACROSS FISHER ROAD FROM COLLAM, AT THE
 AB6469'EDGE OF ROAD NEAR THE SOUTH END OF THE PENNDOT STOCK PILES ON THE WEST
 AB6469'SIDE OF THE ROAD.
 AB6469
 AB6469                          STATION RECOVERY (2004)
 AB6469
 AB6469'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 AB6469'ROAD HAS BEEN REPAVED. NO EVIDENCE OF SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6470 ***********************************************************************
 AB6470  DESIGNATION -  COLLAM ECCENTRIC AZIMUTH
 AB6470  PID         -  AB6470
 AB6470  STATE/COUNTY-  PA/YORK
 AB6470  USGS QUAD   -  AIRVILLE (1992)
 AB6470
 AB6470                         *CURRENT SURVEY CONTROL
 AB6470  ___________________________________________________________________
 AB6470* NAD 83(1992)-  39 50 52.72184(N)    076 25 41.08567(W)     ADJUSTED  
 AB6470* NAVD 88     -       253.3    (meters)     831.     (feet)  GPS OBS   
 AB6470  ___________________________________________________________________
 AB6470  X           -   1,150,732.660 (meters)                     COMP
 AB6470  Y           -  -4,766,778.899 (meters)                     COMP
 AB6470  Z           -   4,065,181.953 (meters)                     COMP
 AB6470  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 AB6470  ELLIP HEIGHT-         220.32  (meters)          (08/10/01) GPS OBS
 AB6470  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 AB6470
 AB6470  HORZ ORDER  -  FIRST
 AB6470  ELLP ORDER  -  FOURTH    CLASS II
 AB6470
 AB6470.The horizontal coordinates were established by GPS observations
 AB6470.and adjusted by the National Geodetic Survey in August 1996..
 AB6470
 AB6470.The orthometric height was determined by GPS observations and a
 AB6470.high-resolution geoid model.
 AB6470
 AB6470.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6470
 AB6470.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6470
 AB6470.The ellipsoidal height was determined by GPS observations
 AB6470.and is referenced to NAD 83.
 AB6470
 AB6470.The geoid height was determined by GEOID03.
 AB6470
 AB6470;                    North         East     Units Scale Factor Converg.
 AB6470;SPC PA S     -    57,990.370   713,131.243   MT  1.00001444   +0 51 27.6
 AB6470;SPC PA S     -   190,256.74  2,339,664.75   sFT  1.00001444   +0 51 27.6
 AB6470;UTM  18      - 4,411,860.211   377,827.390   MT  0.99978376   -0 54 54.6
 AB6470
 AB6470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6470!SPC PA S     -   0.99996544  x   1.00001444  =   0.99997988
 AB6470!UTM  18      -   0.99996544  x   0.99978376  =   0.99974920
 AB6470
 AB6470|---------------------------------------------------------------------|
 AB6470| PID    Reference Object                     Distance      Geod. Az  |
 AB6470|                                                           dddmmss.s |
 AB6470| AB6469 COLLAM ECCENTRIC                     71.012 METERS 34912     |
 AB6470|---------------------------------------------------------------------|
 AB6470
 AB6470                          SUPERSEDED SURVEY CONTROL
 AB6470
 AB6470  ELLIP H (08/26/96)  220.28   (m)                       GP(       ) 4 1
 AB6470
 AB6470.Superseded values are not recommended for survey control.
 AB6470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6470.See file dsdata.txt to determine how the superseded data were derived.
 AB6470
 AB6470_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK7782711860(NAD 83)
 AB6470_MARKER: N = NAIL
 AB6470_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB6470_SP_SET: PK NAIL AT EDGE OF ROAD
 AB6470_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB6470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB6470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6470+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB6470
 AB6470  HISTORY     - Date     Condition        Report By
 AB6470  HISTORY     - 1993     MONUMENTED       ADRGS
 AB6470  HISTORY     - 20041008 MARK NOT FOUND   GEOCAC
 AB6470
 AB6470                          STATION DESCRIPTION
 AB6470
 AB6470'DESCRIBED BY ADR GEODETIC SERVICES 1993 (GPD)
 AB6470'THIS STATION WAS SET AS A TEMPORARY AZIMUTH MARK FOR COLLAM ECCENTRIC.
 AB6470'TO REACH THE STATION FROM COLLAM ECCENTRIC, PROCEED SOUTH ON FISHER
 AB6470'ROAD FOR 0.05 MILES (0.08 KM) TO THE MARK ON THE RIGHT.
 AB6470
 AB6470                          STATION RECOVERY (2004)
 AB6470
 AB6470'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 AB6470'ROAD HAS BEEN REPAVED. NO EVIDENCE OF PK NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3120 ***********************************************************************
 KY3120  DESIGNATION -  COLLEGE
 KY3120  PID         -  KY3120
 KY3120  STATE/COUNTY-  PA/WASHINGTON
 KY3120  USGS QUAD   -  WASHINGTON EAST (1977)
 KY3120
 KY3120                         *CURRENT SURVEY CONTROL
 KY3120  ___________________________________________________________________
 KY3120* NAD 83(1992)-  40 10 15.20575(N)    080 14 30.06106(W)     ADJUSTED  
 KY3120* NAVD 88     -       337.     (meters)    1106.     (feet)  SCALED    
 KY3120  ___________________________________________________________________
 KY3120  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 KY3120  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 KY3120
 KY3120  HORZ ORDER  -  SECOND
 KY3120
 KY3120.The horizontal coordinates were established by classical geodetic methods
 KY3120.and adjusted by the National Geodetic Survey in June 2002..
 KY3120
 KY3120.The orthometric height was scaled from a topographic map.
 KY3120
 KY3120.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3120
 KY3120.The geoid height was determined by GEOID03.
 KY3120
 KY3120;                    North         East     Units Scale Factor Converg.
 KY3120;SPC PA S     -    95,991.689   387,791.124   MT  0.99997136   -1 36 59.7
 KY3120;SPC PA S     -   314,932.73  1,272,278.05   sFT  0.99997136   -1 36 59.7
 KY3120;UTM  17      - 4,447,000.309   564,568.328   MT  0.99965132   +0 29 21.1
 KY3120
 KY3120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3120!SPC PA S     -   0.99995244  x   0.99997136  =   0.99992380
 KY3120!UTM  17      -   0.99995244  x   0.99965132  =   0.99960377
 KY3120
 KY3120|---------------------------------------------------------------------|
 KY3120| PID    Reference Object                     Distance      Geod. Az  |
 KY3120|                                                           dddmmss.s |
 KY3120| KY3116 SOUTH MERIDIAN                      123.919 METERS 20501     |
 KY3120| KY3115 TRUST                               244.607 METERS 26801     |
 KY3120| KY3124 HOSPITAL                            APPROX. 1.5 KM 3435757.6 |
 KY3120|---------------------------------------------------------------------|
 KY3120
 KY3120                          SUPERSEDED SURVEY CONTROL
 KY3120
 KY3120  NAD 83(1995)-  40 10 15.20573(N)    080 14 30.06055(W) AD(       ) 2
 KY3120  NAD 83(1986)-  40 10 15.21030(N)    080 14 30.06964(W) AD(       ) 2
 KY3120  NAD 27      -  40 10 14.95100(N)    080 14 30.85800(W) AD(       ) 2
 KY3120
 KY3120.Superseded values are not recommended for survey control.
 KY3120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3120.See file dsdata.txt to determine how the superseded data were derived.
 KY3120
 KY3120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE6456847000(NAD 83)
 KY3120_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3120_SETTING: 0 = UNSPECIFIED SETTING
 KY3120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3120
 KY3120  HISTORY     - Date     Condition        Report By
 KY3120  HISTORY     - 1933     MONUMENTED       CGS
 KY3120
 KY3120                          STATION DESCRIPTION
 KY3120
 KY3120'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KY3120'STATION MARK IS SET ON WASHINGTON AND JEFFERSON COLLEGE, ON ROOF
 KY3120'OF NORTH WING OF CENTRAL BUILDING.  THE MARKER IS A BRASS DISK
 KY3120'SCREWED INTO ROOF, AND CENTER IS MARKED BY A CROSS CUT IN HEAD OF
 KY3120'ROUND TOP SCREW IN CENTER OF PLATE, 5 FEET FROM NORTH WALL AND 12
 KY3120'FEET FROM WEST WALL.
 KY3120'
 KY3120'THE COLLEGE BUILDING IS IN THE CITY OF WASHINGTON, PA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3769 ***********************************************************************
 KV3769  DESIGNATION -  COLLEGEVILLE MUN TANK
 KV3769  PID         -  KV3769
 KV3769  STATE/COUNTY-  PA/MONTGOMERY
 KV3769  USGS QUAD   -  COLLEGEVILLE (1992)
 KV3769
 KV3769                         *CURRENT SURVEY CONTROL
 KV3769  ___________________________________________________________________
 KV3769* NAD 83(1992)-  40 11 36.51782(N)    075 27 54.55914(W)     ADJUSTED  
 KV3769* NAVD 88     -                                                        
 KV3769  ___________________________________________________________________
 KV3769  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 KV3769  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 KV3769
 KV3769  HORZ ORDER  -  THIRD
 KV3769
 KV3769.The horizontal coordinates were established by classical geodetic methods
 KV3769.and adjusted by the National Geodetic Survey in June 2002..
 KV3769.No horizontal observational check was made to the station.
 KV3769
 KV3769
 KV3769.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3769
 KV3769.The geoid height was determined by GEOID03.
 KV3769
 KV3769;                    North         East     Units Scale Factor Converg.
 KV3769;SPC PA S     -    98,022.357   794,532.282   MT  0.99996952   +1 28 56.6
 KV3769;SPC PA S     -   321,595.02  2,606,728.00   sFT  0.99996952   +1 28 56.6
 KV3769;UTM  18      - 4,449,335.377   460,406.697   MT  0.99961930   -0 18 00.7
 KV3769
 KV3769                          SUPERSEDED SURVEY CONTROL
 KV3769
 KV3769  NAD 83(1996)-  40 11 36.51647(N)    075 27 54.55874(W) AD(       ) 4
 KV3769  NAD 83(1991)-  40 11 36.51335(N)    075 27 54.56231(W) AD(       ) 4
 KV3769  NAD 83(1986)-  40 11 36.50299(N)    075 27 54.56549(W) AD(       ) 4
 KV3769  NAD 27      -  40 11 36.16208(N)    075 27 55.88615(W) AD(       ) 3
 KV3769
 KV3769.Superseded values are not recommended for survey control.
 KV3769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3769.See file dsdata.txt to determine how the superseded data were derived.
 KV3769
 KV3769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6040749335(NAD 83)
 KV3769_MARKER: 53 = ELEVATED TANK
 KV3769
 KV3769  HISTORY     - Date     Condition        Report By
 KV3769  HISTORY     - 1974     FIRST OBSERVED   PHELCO
 KV3769  HISTORY     - 1985     GOOD             PADT
 KV3769
 KV3769                          STATION DESCRIPTION
 KV3769
 KV3769'DESCRIBED BY PHILADELPHIA ELECTRIC COMPANY 1974
 KV3769'THE STATION IS LOCATED NEAR THE N.W. BOUNDARY OF THE BORO OF
 KV3769'COLLEGEVILLE, MONTG. CO., APPROX. 8.6 MI. N.W. OF NORRISTOWN.  IT IS
 KV3769'APPROX. 250 FT. S.W. OF RIDGE PIKE (U.S. RTE. 422) AND APPROX.
 KV3769'350 FT. N.W. OF 10TH AVE.  IT IS A 6-LEGGED STRUCTURE, APPROX. 90
 KV3769'FT. HIGH AND IS LIGHT BLUE-GREEN IN COLOR.  THE POINT SIGHTED
 KV3769'UPON WAS THE FINIAL ATOP THE TANK.
 KV3769'
 KV3769'TO REACH FROM THE INTERSECTION OF RIDGE PIKE (U.S. RTE. 422) AND
 KV3769'PA. RTE. 113 IN THE BORO OF TRAPPE, PROCEED S.E. ON RIDGE PIKE
 KV3769'APPROX. 0.38 MI. TO THE STATION, ABOUT 250 FT. TO THE RT.
 KV3769
 KV3769                          STATION RECOVERY (1985)
 KV3769
 KV3769'RECOVERY NOTE BY PA DEPT OF TRANSP 1985 (RBG)
 KV3769'THE STATION WAS RECOVERED AT THIS DATE.
 KV3769'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 KV3769'
 KV3769'DESCRIBED BY R.B. GROSSER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2480 ***********************************************************************
 KW2480  DESIGNATION -  COLLER
 KW2480  PID         -  KW2480
 KW2480  STATE/COUNTY-  PA/CUMBERLAND
 KW2480  USGS QUAD   -  PLAINFIELD (1975)
 KW2480
 KW2480                         *CURRENT SURVEY CONTROL
 KW2480  ___________________________________________________________________
 KW2480* NAD 83(1992)-  40 09 20.92635(N)    077 18 11.08555(W)     ADJUSTED  
 KW2480* NAVD 88     -       187.763  (meters)     616.02   (feet)  ADJUSTED  
 KW2480  ___________________________________________________________________
 KW2480  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 KW2480  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 KW2480  DYNAMIC HT  -         187.664 (meters)     615.69  (feet)  COMP
 KW2480  MODELED GRAV-     980,098.5   (mgal)                       NAVD 88
 KW2480
 KW2480  HORZ ORDER  -  SECOND
 KW2480  VERT ORDER  -  SECOND    CLASS 0
 KW2480
 KW2480.The horizontal coordinates were established by classical geodetic methods
 KW2480.and adjusted by the National Geodetic Survey in June 2002..
 KW2480
 KW2480.The orthometric height was determined by differential leveling
 KW2480.and adjusted by the National Geodetic Survey in June 1991..
 KW2480
 KW2480.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2480
 KW2480.The geoid height was determined by GEOID03.
 KW2480
 KW2480.The dynamic height is computed by dividing the NAVD 88
 KW2480.geopotential number by the normal gravity value computed on the
 KW2480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2480.degrees latitude (g = 980.6199 gals.).
 KW2480
 KW2480.The modeled gravity was interpolated from observed gravity values.
 KW2480
 KW2480;                    North         East     Units Scale Factor Converg.
 KW2480;SPC PA S     -    91,419.988   638,076.192   MT  0.99997267   +0 17 23.9
 KW2480;SPC PA S     -   299,933.74  2,093,421.64   sFT  0.99997267   +0 17 23.9
 KW2480;UTM  18      - 4,447,594.161   303,848.401   MT  1.00007366   -1 29 08.4
 KW2480
 KW2480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2480!SPC PA S     -   0.99997591  x   0.99997267  =   0.99994858
 KW2480!UTM  18      -   0.99997591  x   1.00007366  =   1.00004957
 KW2480
 KW2480|---------------------------------------------------------------------|
 KW2480| PID    Reference Object                     Distance      Geod. Az  |
 KW2480|                                                           dddmmss.s |
 KW2480| KW2129 COLLER RM 1                          23.298 METERS 10831     |
 KW2480| KW2130 COLLER RM 2                          22.530 METERS 19656     |
 KW2480| KW2127 COLLER AZ MK                                       3252559.7 |
 KW2480|---------------------------------------------------------------------|
 KW2480
 KW2480                          SUPERSEDED SURVEY CONTROL
 KW2480
 KW2480  NAD 83(1995)-  40 09 20.92275(N)    077 18 11.08783(W) AD(       ) 2
 KW2480  NAD 83(1986)-  40 09 20.92265(N)    077 18 11.08863(W) AD(       ) 2
 KW2480  NAD 27      -  40 09 20.60400(N)    077 18 12.15580(W) AD(       ) 2
 KW2480  NGVD 29 (??/??/??)  187.982  (m)          616.74   (f) ADJUSTED    2 0
 KW2480
 KW2480.Superseded values are not recommended for survey control.
 KW2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2480.See file dsdata.txt to determine how the superseded data were derived.
 KW2480
 KW2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK0384847594(NAD 83)
 KW2480_MARKER: DS = TRIANGULATION STATION DISK
 KW2480_SETTING: 66 = SET IN ROCK OUTCROP
 KW2480_SP_SET: ROCK OUTCROP
 KW2480_STAMPING: COLLER 1960
 KW2480_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW2480+STABILITY: POSITION/ELEVATION WELL
 KW2480
 KW2480  HISTORY     - Date     Condition        Report By
 KW2480  HISTORY     - 1960     MONUMENTED       CGS
 KW2480  HISTORY     - 1960     GOOD             CGS
 KW2480  HISTORY     - 20060123 GOOD             PADT
 KW2480
 KW2480                          STATION DESCRIPTION
 KW2480
 KW2480'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW2480'STATION IS LOCATED ON A HIGH KNOLL, IN A PASTURE, ABOUT 29 FEET EAST
 KW2480'OF THE HIGHEAST POINT OF THE KNOLL, 5 MILES EAST-SOUTHEAST OF
 KW2480'NEWVILLE, 6-1/2 MILES SOUTHWEST OF CARLISLE, 13 MILES NORTHEAST OF
 KW2480'SHIPPENSBURG AND ON PROPERTY OWNED BY MR. CLARENCE COLLER.
 KW2480'
 KW2480'STATION IS REACHED FROM THE POST OFFICE IN SHIPPENSBURG.  GO
 KW2480'NORTHEAST ON U.S. HIGHWAY 11 FOR 14.15 MILES TO THE JUNCTION
 KW2480'WITH STATE LEGISLATIVE ROUTE 21064 AND THE AZIMUTH MARK IN THE SOUTH
 KW2480'ANGLE.  TURN RIGHT AND GO SOUTHEAST ON ROUTE 21064 FOR 0.72
 KW2480'MILE TO A FARM LANE RIGHT AND THE FARM HOME OF MR. CLARENCE COLLER ON
 KW2480'THE LEFT.  TURN RIGHT AND FOLLOW THE FARM LANE UP A SLIGHT RISE,
 KW2480'PASSING TO THE RIGHT HAND SIDE OF A LARGE BARN FOR ABOUT 200 FEET TO
 KW2480'A GAP IN THE FENCELINE, PASS THROUGH THE GATE AND GO EAST, UP A
 KW2480'SLOPE, ACROSS A PASTURE FOR 0.1 MILE TO THE STATION MARK IN
 KW2480'ROCK OUTCROP.
 KW2480'
 KW2480'STATION MARK IS A STANDARD DISK, STAMPED COLLER 1960, CEMENTED IN A
 KW2480'DRILL HOLE, IN THE TOP OF A 1 FOOT X 6 INCH OUTCROPPING ROCK
 KW2480'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 187 FEET NORTHWEST OF A
 KW2480'NORTHEAST-SOUTHWEST FENCELINE, 179 FEET EAST-NORTHEAST OF THE
 KW2480'CENTER 1 OF 3 TREES WHICH ARE ON THE SOUTHWEST SLOPE OF THE KNOLL, 79
 KW2480'FEET WEST OF THE CENTER OF A LARGE OUTCROP OF ROCK AND 29 FEET
 KW2480'EAST OF AN OUTCROPPING ROCK AND THE HIGHEST POINT OF THE KNOLL.
 KW2480'
 KW2480'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED COLLER NO 1 1960,
 KW2480'CEMENTED IN A DRILL HOLE, IN THE TOP OF A 1 X 2 FOOT
 KW2480'OUTCROPPING ROCK THAT PROTRUDES ABOUT 5 INCHES.  IT IS 139 FEET
 KW2480'NORTHWEST OF THE FENCELINE.  THE MARK IS ABOUT 2 FEET LOWER THAN
 KW2480'THE STATION MARK.
 KW2480'
 KW2480'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED COLLER NO 2 1960,
 KW2480'CEMENTED IN A DRILL HOLE, IN THE TOP OF A 3 X 2-1/2 FOOT
 KW2480'OUTCROPPING ROCK THAT PROTRUDES ABOUT 10 INCHES.  IT IS 117 FEET
 KW2480'NORTHWEST OF THE FENCELINE AND ABOUT THE SAME ELEVATION AS
 KW2480'THE STATION MARK.
 KW2480'
 KW2480'AZIMUTH MARK IS A STANDARD DISK, STAMPED COLLER 1960, CEMENTED IN A
 KW2480'DRILL HOLE, IN THE TOP OF A CONCRETE CULVERT.  IT IS 42 FEET
 KW2480'SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 11, 20 FEET SOUTH-SOUTHWEST
 KW2480'OF THE CENTER OF LEGISLATIVE ROUTE 21064 AND 45 FEET
 KW2480'NORTHWEST OF POWERLINE POLE NUMBER 19221.
 KW2480'
 KW2480'HEIGHT OF LIGHT ABOVE STATION MARK 22 METER
 KW2480
 KW2480                          STATION RECOVERY (1960)
 KW2480
 KW2480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KW2480'3.35 MI NE FROM NEWVILLE.
 KW2480'ABOUT 2.75 MI NE OF THE JUNCTIONS OF STATE HIGHWAY 233 AND US HIGHWAY
 KW2480'11, WHICH IS ABOUT 2.7 MI SE OF NEWVILLE, THENCE 0.6 MI SOUTHERLY
 KW2480'ALONG LEGISLATIVE ROUTE 21064, ABOUT 400 FT W OF FENCE LINE, 29 FT E
 KW2480'OF AND OUTCROPPING ROCK, AND IS LOCATED ON THE HIGHEST PART OF A
 KW2480'KNOLL.  IT IS SET IN THE TOP OF A 1 BY 1/2 FOOT OUTCROPPING ROCK AND
 KW2480'IS FLUSH WITH THE GROUND.
 KW2480
 KW2480                          STATION RECOVERY (2006)
 KW2480
 KW2480'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (LJM)
 KW2480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2127 ***********************************************************************
 KW2127  DESIGNATION -  COLLER AZ MK
 KW2127  PID         -  KW2127
 KW2127  STATE/COUNTY-  PA/CUMBERLAND
 KW2127  USGS QUAD   -  PLAINFIELD (1975)
 KW2127
 KW2127                         *CURRENT SURVEY CONTROL
 KW2127  ___________________________________________________________________
 KW2127* NAD 83(1986)-  40 09 44.     (N)    077 18 34.     (W)     SCALED    
 KW2127* NAVD 88     -       166.908  (meters)     547.60   (feet)  ADJUSTED  
 KW2127  ___________________________________________________________________
 KW2127  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 KW2127  DYNAMIC HT  -         166.821 (meters)     547.31  (feet)  COMP
 KW2127  MODELED GRAV-     980,099.7   (mgal)                       NAVD 88
 KW2127
 KW2127  VERT ORDER  -  FIRST     CLASS II
 KW2127
 KW2127.The horizontal coordinates were scaled from a topographic map and have
 KW2127.an estimated accuracy of +/- 6 seconds.
 KW2127
 KW2127.The orthometric height was determined by differential leveling
 KW2127.and adjusted by the National Geodetic Survey in June 1991..
 KW2127
 KW2127.The geoid height was determined by GEOID03.
 KW2127
 KW2127.The dynamic height is computed by dividing the NAVD 88
 KW2127.geopotential number by the normal gravity value computed on the
 KW2127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2127.degrees latitude (g = 980.6199 gals.).
 KW2127
 KW2127.The modeled gravity was interpolated from observed gravity values.
 KW2127
 KW2127;                    North         East    Units  Estimated Accuracy
 KW2127;SPC PA S     -    92,130.      637,530.      MT  (+/- 180 meters Scaled)
 KW2127
 KW2127                          SUPERSEDED SURVEY CONTROL
 KW2127
 KW2127  NGVD 29 (??/??/??)  167.126  (m)          548.31   (f) ADJUSTED    1 2
 KW2127
 KW2127.Superseded values are not recommended for survey control.
 KW2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2127.See file dsdata.txt to determine how the superseded data were derived.
 KW2127
 KW2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK033483(NAD 83)
 KW2127_MARKER: DZ = AZIMUTH MARK DISK
 KW2127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2127_SP_SET: CULVERT
 KW2127_STAMPING: COLLER 1960
 KW2127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2127
 KW2127  HISTORY     - Date     Condition        Report By
 KW2127  HISTORY     - 1960     MONUMENTED       CGS
 KW2127  HISTORY     - 1979     GOOD             NGS
 KW2127  HISTORY     - 20050822 MARK NOT FOUND   GEOCAC
 KW2127
 KW2127                          STATION DESCRIPTION
 KW2127
 KW2127'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2127'2.8 MI NE FROM NEWVILLE.
 KW2127'ABOUT 2.75 MILES NORTHEAST OF THE JUNCTIONS OF STATE HIGHWAY
 KW2127'233 AND U.S. HIGHWAY 11, WHICH IS ABOUT 2.7 MILES SOUTHEAST
 KW2127'OF NEWVILLE, 42 FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 11,
 KW2127'20 FEET SOUTH-SOUTHWEST OF THE CENTER OF LEGISLATIVE ROUTE 21064,
 KW2127'45 FEET NORTHWEST OF POWERLINE POLE NO. 19221.  IT IS SET IN THE
 KW2127'TOP OF A L-SHAPED PIPE CULVERT.
 KW2127
 KW2127                          STATION RECOVERY (1979)
 KW2127
 KW2127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2127'NOTE--MARK IS GOOD BUT THE CULVERT HAS STARTED TO CRUMBLE, AND
 KW2127'LEGISLATIVE ROAD 21064 IS ALSO STONE HOUSE ROAD.
 KW2127
 KW2127                          STATION RECOVERY (2005)
 KW2127
 KW2127'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 KW2127'TOP OF CULVERT COMPLETELY DEGRADED AND CRUMBLED. NO OBVIOUS EVIDENCE
 KW2127'EVEN OF DISK STEM OR DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2129 ***********************************************************************
 KW2129  DESIGNATION -  COLLER RM 1
 KW2129  PID         -  KW2129
 KW2129  STATE/COUNTY-  PA/CUMBERLAND
 KW2129  USGS QUAD   -  PLAINFIELD (1975)
 KW2129
 KW2129                         *CURRENT SURVEY CONTROL
 KW2129  ___________________________________________________________________
 KW2129* NAD 83(1986)-  40 09 21.     (N)    077 18 13.     (W)     SCALED    
 KW2129* NAVD 88     -       186.991  (meters)     613.49   (feet)  ADJUSTED  
 KW2129  ___________________________________________________________________
 KW2129  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 KW2129  DYNAMIC HT  -         186.893 (meters)     613.16  (feet)  COMP
 KW2129  MODELED GRAV-     980,098.5   (mgal)                       NAVD 88
 KW2129
 KW2129  VERT ORDER  -  SECOND    CLASS 0
 KW2129
 KW2129.The horizontal coordinates were scaled from a topographic map and have
 KW2129.an estimated accuracy of +/- 6 seconds.
 KW2129
 KW2129.The orthometric height was determined by differential leveling
 KW2129.and adjusted by the National Geodetic Survey in June 1991..
 KW2129
 KW2129.The geoid height was determined by GEOID03.
 KW2129
 KW2129.The dynamic height is computed by dividing the NAVD 88
 KW2129.geopotential number by the normal gravity value computed on the
 KW2129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2129.degrees latitude (g = 980.6199 gals.).
 KW2129
 KW2129.The modeled gravity was interpolated from observed gravity values.
 KW2129
 KW2129;                    North         East    Units  Estimated Accuracy
 KW2129;SPC PA S     -    91,420.      638,030.      MT  (+/- 180 meters Scaled)
 KW2129
 KW2129                          SUPERSEDED SURVEY CONTROL
 KW2129
 KW2129  NGVD 29 (??/??/??)  187.210  (m)          614.20   (f) ADJUSTED    2 0
 KW2129
 KW2129.Superseded values are not recommended for survey control.
 KW2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2129.See file dsdata.txt to determine how the superseded data were derived.
 KW2129
 KW2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK038475(NAD 83)
 KW2129_MARKER: DR = REFERENCE MARK DISK
 KW2129_SETTING: 66 = SET IN ROCK OUTCROP
 KW2129_SP_SET: ROCK OUTCROP
 KW2129_STAMPING: COLLER NO 1 1960
 KW2129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW2129+STABILITY: POSITION/ELEVATION WELL
 KW2129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2129+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2006
 KW2129
 KW2129  HISTORY     - Date     Condition        Report By
 KW2129  HISTORY     - 1960     MONUMENTED       CGS
 KW2129  HISTORY     - 1979     GOOD             NGS
 KW2129  HISTORY     - 20060617 GOOD             GEOCAC
 KW2129
 KW2129                          STATION DESCRIPTION
 KW2129
 KW2129'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2129'3.4 MI NE FROM NEWVILLE.
 KW2129'ABOUT 2.75 MILE NORTHEAST OF THE JUNCTIONS OF STATE HIGHWAY
 KW2129'233 AND U.S. HIGHWAY 11, WHICH IS ABOUT 2.7 MILE SOUTHEAST
 KW2129'OF NEWVILLE, THENCE 0.6 MILE SOUTHERLY ALONG LEGISLATIVE ROUTE
 KW2129'21064, ABOUT 400 FEET WEST OF A FENCE LINE ON THE HIGHEST PART
 KW2129'OF A KNOLL.  IT IS SET IN THE TOP OF A 1 BY 2 FOOT OUTCROPPING
 KW2129'ROCK THAT PROJECTS 5 INCHES.  NOTE-- IT IS ON PROPERTY OWNED
 KW2129'BY MR. CLARENCE COLLER.
 KW2129
 KW2129                          STATION RECOVERY (1979)
 KW2129
 KW2129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2129'RECOVERED IN GOOD CONDITION.
 KW2129
 KW2129                          STATION RECOVERY (2006)
 KW2129
 KW2129'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2130 ***********************************************************************
 KW2130  DESIGNATION -  COLLER RM 2
 KW2130  PID         -  KW2130
 KW2130  STATE/COUNTY-  PA/CUMBERLAND
 KW2130  USGS QUAD   -  PLAINFIELD (1975)
 KW2130
 KW2130                         *CURRENT SURVEY CONTROL
 KW2130  ___________________________________________________________________
 KW2130* NAD 83(1986)-  40 09 21.     (N)    077 18 13.     (W)     SCALED    
 KW2130* NAVD 88     -       187.132  (meters)     613.95   (feet)  ADJUSTED  
 KW2130  ___________________________________________________________________
 KW2130  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 KW2130  DYNAMIC HT  -         187.034 (meters)     613.63  (feet)  COMP
 KW2130  MODELED GRAV-     980,098.5   (mgal)                       NAVD 88
 KW2130
 KW2130  VERT ORDER  -  SECOND    CLASS 0
 KW2130
 KW2130.The horizontal coordinates were scaled from a topographic map and have
 KW2130.an estimated accuracy of +/- 6 seconds.
 KW2130
 KW2130.The orthometric height was determined by differential leveling
 KW2130.and adjusted by the National Geodetic Survey in June 1991..
 KW2130
 KW2130.The geoid height was determined by GEOID03.
 KW2130
 KW2130.The dynamic height is computed by dividing the NAVD 88
 KW2130.geopotential number by the normal gravity value computed on the
 KW2130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2130.degrees latitude (g = 980.6199 gals.).
 KW2130
 KW2130.The modeled gravity was interpolated from observed gravity values.
 KW2130
 KW2130;                    North         East    Units  Estimated Accuracy
 KW2130;SPC PA S     -    91,420.      638,030.      MT  (+/- 180 meters Scaled)
 KW2130
 KW2130                          SUPERSEDED SURVEY CONTROL
 KW2130
 KW2130  NGVD 29 (??/??/??)  187.351  (m)          614.67   (f) ADJUSTED    2 0
 KW2130
 KW2130.Superseded values are not recommended for survey control.
 KW2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2130.See file dsdata.txt to determine how the superseded data were derived.
 KW2130
 KW2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK038475(NAD 83)
 KW2130_MARKER: DR = REFERENCE MARK DISK
 KW2130_SETTING: 66 = SET IN ROCK OUTCROP
 KW2130_SP_SET: ROCK OUTCROP
 KW2130_STAMPING: COLLER NO 2 1960
 KW2130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW2130+STABILITY: POSITION/ELEVATION WELL
 KW2130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2130+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2006
 KW2130
 KW2130  HISTORY     - Date     Condition        Report By
 KW2130  HISTORY     - 1960     MONUMENTED       CGS
 KW2130  HISTORY     - 1979     GOOD             NGS
 KW2130  HISTORY     - 20060617 GOOD             GEOCAC
 KW2130
 KW2130                          STATION DESCRIPTION
 KW2130
 KW2130'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2130'3.4 MI NE FROM NEWVILLE.
 KW2130'ABOUT 2.75 MILE NORTHEAST OF THE JUNCTIONS OF STATE HIGHWAY
 KW2130'233 AND U.S. HIGHWAY 11, WHICH IS ABOUT 2.7 MILE SOUTHEAST OF
 KW2130'NEWVILLE, THENCE 0.6 MILE SOUTHERLY ALONG LEGISLATIVE ROUTE
 KW2130'21064, ABOUT 400 FEET WEST OF A FENCE LINE, AND ON THE HIGHEST
 KW2130'PART OF A KNOLL.  IT IS SET IN THE TOP OF A 3 BY 2 1/2 FOOT
 KW2130'OUTCROPPING ROCK THAT PROJECTS 10 INCHES.  NOTE-- IT IS ON
 KW2130'PROPERTY OWNED BY MR. CLARENCE COLLER.
 KW2130
 KW2130                          STATION RECOVERY (1979)
 KW2130
 KW2130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2130'RECOVERED IN GOOD CONDITION.
 KW2130
 KW2130                          STATION RECOVERY (2006)
 KW2130
 KW2130'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5953 ***********************************************************************
 KV5953  DESIGNATION -  COLLPORT
 KV5953  PID         -  KV5953
 KV5953  STATE/COUNTY-  PA/MONTGOMERY
 KV5953  USGS QUAD   -  COLLEGEVILLE (1992)
 KV5953
 KV5953                         *CURRENT SURVEY CONTROL
 KV5953  ___________________________________________________________________
 KV5953* NAD 83(1992)-  40 12 14.26179(N)    075 25 41.18699(W)     ADJUSTED  
 KV5953* NAVD 88     -        82.5    (meters)     271.     (feet)  VERTCON   
 KV5953  ___________________________________________________________________
 KV5953  X           -   1,227,317.847 (meters)                     COMP
 KV5953  Y           -  -4,721,239.474 (meters)                     COMP
 KV5953  Z           -   4,095,339.773 (meters)                     COMP
 KV5953  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 KV5953  ELLIP HEIGHT-          48.62  (meters)          (06/21/02) GPS OBS
 KV5953  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 KV5953
 KV5953  HORZ ORDER  -  THIRD
 KV5953  ELLP ORDER  -  FOURTH    CLASS I
 KV5953
 KV5953.The horizontal coordinates were established by GPS observations
 KV5953.and adjusted by the National Geodetic Survey in June 2002..
 KV5953
 KV5953.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5953
 KV5953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5953
 KV5953.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5953
 KV5953.The ellipsoidal height was determined by GPS observations
 KV5953.and is referenced to NAD 83.
 KV5953
 KV5953.The geoid height was determined by GEOID03.
 KV5953
 KV5953;                    North         East     Units Scale Factor Converg.
 KV5953;SPC PA S     -    99,268.365   797,655.217   MT  0.99996872   +1 30 23.1
 KV5953;SPC PA S     -   325,682.96  2,616,973.82   sFT  0.99996872   +1 30 23.1
 KV5953;UTM  18      - 4,450,483.227   463,565.773   MT  0.99961634   -0 16 34.9
 KV5953
 KV5953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5953!SPC PA S     -   0.99999237  x   0.99996872  =   0.99996109
 KV5953!UTM  18      -   0.99999237  x   0.99961634  =   0.99960872
 KV5953
 KV5953:                Primary Azimuth Mark                     Grid Az
 KV5953:SPC PA S     -  COLLPORT AZ MK                           255 46 35.4
 KV5953:UTM  18      -  COLLPORT AZ MK                           257 33 33.4
 KV5953
 KV5953|---------------------------------------------------------------------|
 KV5953| PID    Reference Object                     Distance      Geod. Az  |
 KV5953|                                                           dddmmss.s |
 KV5953| KV5954 COLLPORT AZ MK                      491.982 METERS 2571658.5 |
 KV5953|---------------------------------------------------------------------|
 KV5953
 KV5953                          SUPERSEDED SURVEY CONTROL
 KV5953
 KV5953  NAD 83(1996)-  40 12 14.26153(N)    075 25 41.18801(W) AD(       ) 3
 KV5953  NAD 83(1991)-  40 12 14.25720(N)    075 25 41.19060(W) AD(       ) 3
 KV5953  ELLIP H (01/27/92)   48.83   (m)                       GP(       ) 4 1
 KV5953  NAD 83(1986)-  40 12 14.26617(N)    075 25 41.20478(W) AD(       ) 3
 KV5953  NGVD 29 (09/11/89)   82.8    (m)          272.     (f) GPS OBS        
 KV5953
 KV5953.Superseded values are not recommended for survey control.
 KV5953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5953.See file dsdata.txt to determine how the superseded data were derived.
 KV5953
 KV5953_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6356650483(NAD 83)
 KV5953_MARKER: I = METAL ROD
 KV5953_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV5953_SP_SET: STAINLESS STEEL ROD
 KV5953_STAMPING: COLLPORT 1988
 KV5953_MARK LOGO: NGS   
 KV5953_PROJECTION: FLUSH
 KV5953_MAGNETIC: I = MARKER IS A STEEL ROD
 KV5953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV5953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5953+SATELLITE: SATELLITE OBSERVATIONS - January 10, 1989
 KV5953_ROD/PIPE-DEPTH: 2.4  meters
 KV5953
 KV5953  HISTORY     - Date     Condition        Report By
 KV5953  HISTORY     - 1988     MONUMENTED       NGS
 KV5953  HISTORY     - 19890110 GOOD
 KV5953  HISTORY     - 19981121 GOOD             USPSQD
 KV5953
 KV5953                          STATION DESCRIPTION
 KV5953
 KV5953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KV5953'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) SOUTHWEST OF SKIPPACK,
 KV5953'2.7 KM (1.70 MI) NORTHEAST OF COLLEGEVILLE, 2.5 KM (1.55 MI) NORTH OF
 KV5953'EVANSBURG, AT THE PERKIOMEN VALLEY AIRPORT, 0.1 KM (0.05 MI) NORTHWEST
 KV5953'OF THE AIRPORT ADMINISTRATION BUILDING, NEAR THE NORTHWEST CORNER OF
 KV5953'THE PAVED AIRPLANE PARKING APRON.
 KV5953'OWNERSHIP--LANE R. JUBB, 767 COLLEGEVILLE ROAD, COLLEGEVILLE PA 19426.
 KV5953'PHONE 215-489-6011.
 KV5953'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 73 AND 113 IN
 KV5953'SKIPPACK, GO SOUTHWEST FOR 1.6 KM (1.00 MI) ON HIGHWAY 113 TO THE
 KV5953'SKIPPACK PUBLIC SCHOOL ON THE RIGHT.  CONTINUE SOUTHWEST FOR 1.6 KM
 KV5953'(1.00 MI) ON HIGHWAY 113 TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND
 KV5953'GO SOUTHEAST FOR 0.8 KM (0.50 MI) ON LANDIS ROAD TO A PAVED ROAD ON
 KV5953'THE RIGHT.  TURN RIGHT AND GO SOUTHWEST FOR 0.3 KM (0.20 MI) ON
 KV5953'COLLEGEVILLE ROAD TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO
 KV5953'NORTH FOR 0.1 KM (0.05 MI) ON THE AIRPORT ENTRANCE DRIVE, PASSING THE
 KV5953'AIRPORT PARKING AREA AND ENTRANCE TO APRON ON THE RIGHT, TO THE
 KV5953'STATION ON THE RIGHT JUST PAST THE END OF THE DRIVE.
 KV5953'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 KV5953'BELOW THE GROUND DRIVEN TO REFUSAL AT A DEPTH OF 2.4 METERS IN A
 KV5953'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 KV5953'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 KV5953'LOCATED 52.4 M (171.9 FT) SOUTH FROM THE CENTER OF THE RUNWAY, 29.8 M
 KV5953'(97.8 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF A SPLIT LEVEL
 KV5953'HOME, 22.3 M (73.2 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE
 KV5953'ASPHALT AIRPLANE PARKING APRON, 10.0 M (32.8 FT) NORTHEAST FROM THE
 KV5953'SOUTHEAST OF THE ASPHALT PARKING AREA FOR A PRIVATE HOME, AND 4.3 M
 KV5953'(14.1 FT) NORTH FROM A FIBERGLASS WITNESS POST AT THE NORTH END OF A
 KV5953'BUSH LINE.
 KV5953'DESCRIBED BY K.L. FANCHER, TYPED BY G.A. MEANS.
 KV5953
 KV5953                          STATION RECOVERY (1989)
 KV5953
 KV5953'RECOVERED 1989
 KV5953'RECOVERED IN GOOD CONDITION.
 KV5953
 KV5953                          STATION RECOVERY (1998)
 KV5953
 KV5953'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV5953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5954 ***********************************************************************
 KV5954  DESIGNATION -  COLLPORT AZ MK
 KV5954  PID         -  KV5954
 KV5954  STATE/COUNTY-  PA/MONTGOMERY
 KV5954  USGS QUAD   -  COLLEGEVILLE (1992)
 KV5954
 KV5954                         *CURRENT SURVEY CONTROL
 KV5954  ___________________________________________________________________
 KV5954* NAD 83(1992)-  40 12 10.74997(N)    075 26 01.47920(W)     ADJUSTED  
 KV5954* NAVD 88     -        76.6    (meters)     251.     (feet)  VERTCON   
 KV5954  ___________________________________________________________________
 KV5954  X           -   1,226,869.818 (meters)                     COMP
 KV5954  Y           -  -4,721,423.499 (meters)                     COMP
 KV5954  Z           -   4,095,253.228 (meters)                     COMP
 KV5954  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 KV5954  ELLIP HEIGHT-          42.71  (meters)          (06/21/02) GPS OBS
 KV5954  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 KV5954
 KV5954  HORZ ORDER  -  THIRD
 KV5954  ELLP ORDER  -  FOURTH    CLASS I
 KV5954
 KV5954.The horizontal coordinates were established by GPS observations
 KV5954.and adjusted by the National Geodetic Survey in June 2002..
 KV5954
 KV5954.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5954
 KV5954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5954
 KV5954.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5954
 KV5954.The ellipsoidal height was determined by GPS observations
 KV5954.and is referenced to NAD 83.
 KV5954
 KV5954.The geoid height was determined by GEOID03.
 KV5954
 KV5954;                    North         East     Units Scale Factor Converg.
 KV5954;SPC PA S     -    99,147.486   797,178.332   MT  0.99996880   +1 30 10.0
 KV5954;SPC PA S     -   325,286.38  2,615,409.24   sFT  0.99996880   +1 30 10.0
 KV5954;UTM  18      - 4,450,377.280   463,085.527   MT  0.99961677   -0 16 47.9
 KV5954
 KV5954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5954!SPC PA S     -   0.99999330  x   0.99996880  =   0.99996210
 KV5954!UTM  18      -   0.99999330  x   0.99961677  =   0.99961007
 KV5954
 KV5954:                Primary Azimuth Mark                     Grid Az
 KV5954:SPC PA S     -  COLLPORT                                 075 46 35.4
 KV5954:UTM  18      -  COLLPORT                                 077 33 33.3
 KV5954
 KV5954|---------------------------------------------------------------------|
 KV5954| PID    Reference Object                     Distance      Geod. Az  |
 KV5954|                                                           dddmmss.s |
 KV5954| KV5953 COLLPORT                            491.982 METERS 0771645.4 |
 KV5954|---------------------------------------------------------------------|
 KV5954
 KV5954                          SUPERSEDED SURVEY CONTROL
 KV5954
 KV5954  NAD 83(1996)-  40 12 10.75006(N)    075 26 01.48036(W) AD(       ) 3
 KV5954  NAD 83(1991)-  40 12 10.74544(N)    075 26 01.48268(W) AD(       ) 3
 KV5954  ELLIP H (01/27/92)   42.91   (m)                       GP(       ) 4 1
 KV5954  NAD 83(1986)-  40 12 10.75344(N)    075 26 01.49746(W) AD(       ) 3
 KV5954  NGVD 29 (09/11/89)   76.9    (m)          252.     (f) GPS OBS        
 KV5954
 KV5954.Superseded values are not recommended for survey control.
 KV5954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5954.See file dsdata.txt to determine how the superseded data were derived.
 KV5954
 KV5954_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6308650377(NAD 83)
 KV5954_MARKER: I = METAL ROD
 KV5954_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV5954_SP_SET: STAINLESS STEEL ROD
 KV5954_STAMPING: COLLPORT AZ MK 1988
 KV5954_MARK LOGO: NGS   
 KV5954_PROJECTION: FLUSH
 KV5954_MAGNETIC: I = MARKER IS A STEEL ROD
 KV5954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV5954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5954+SATELLITE: SATELLITE OBSERVATIONS - January 10, 1989
 KV5954_ROD/PIPE-DEPTH: 2.6  meters
 KV5954
 KV5954  HISTORY     - Date     Condition        Report By
 KV5954  HISTORY     - 1988     MONUMENTED       NGS
 KV5954  HISTORY     - 19890110 GOOD
 KV5954
 KV5954                          STATION DESCRIPTION
 KV5954
 KV5954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KV5954'THE STATION IS LOCATED 3.5 KM (2.15 MI) SOUTHWEST OF SKIPPACK, 2.7 KM
 KV5954'(1.70 MI) NORTHEAST OF COLLEGEVILLE, 2.5 KM (1.55 MI) NORTH OF
 KV5954'EVANSBURG, AT THE PERKIOMEN VALLEY AIRPORT, ALONG THE SOUTH SIDE OF
 KV5954'THE RUNWAY AT AN ANGLED FENCE.
 KV5954'OWNERSHIP--LANE R. JUBB, 767 COLLEGEVILLE ROAD, COLLEGEVILLE PA 19426.
 KV5954'PHONE 215-489-6011.
 KV5954'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGWAYS 73 AND 113 IN
 KV5954'SKIPPACK, GO SOUTHWEST FOR 1.6 KM (1.00 MI) ON HIGHWAY 113 TO THE
 KV5954'SKIPPACK PUBLIC SCHOOL ON THE RIGHT.  CONTINUE STRAIGHT AHEAD AND GO
 KV5954'SOUTHWEST FOR 1.6 KM (1.00 MI) ON HIGHWAY 113 TO A PAVED ROAD ON THE
 KV5954'LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.8 KM (0.50 MI) ON LANDIS ROAD
 KV5954'TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST FOR 0.3 KM
 KV5954'(0.20 MI) ON COLLEGEVILLE ROAD TO A PAVED ROAD ON THE RIGHT.  TURN
 KV5954'RIGHT AND GO NORTH FOR 0.1 KM (0.05 MI) ON THE AIRPORT ENTRANCE DRIVE
 KV5954', PASSING A PARKING AREA ON THE RIGHT, TO A GAP IN THE FENCE ON THE
 KV5954'RIGHT.  TURN RIGHT AND GO EAST THEN NORTH FOR 0.1 KM (0.05 MI) ON THE
 KV5954'APRON AND MAIN CONNECTING TAXIWAY TO THE RUNWAY.  TURN LEFT AND GO
 KV5954'WEST FOR 0.6 KM (0.35 MI) ON THE RUNWAY TO THE STATION ON THE LEFT.
 KV5954'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 KV5954'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 2.6 METERS IS A GREASE
 KV5954'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 KV5954'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 KV5954'230.0 M (754.6 FT) SOUTHWEST FROM THE CENTER OF THE WEST END OF THE
 KV5954'RUNWAY, 44.6 M (146.3 FT) SOUTH FROM THE CENTER OF THE RUNWAY, 6.0 M
 KV5954'(19.7 FT) NORTHEAST FROM THE ANGLED FENCE CORNER POST, AND 5.1 M
 KV5954'(16.7 FT) NORTH FROM THE FIBERGLASS WITNESS POST AT THE FENCE LINE.
 KV5954'DESCRIBED BY K.L. FANCHER, TYPED BY R.L. ZURFLUH.
 KV5954
 KV5954                          STATION RECOVERY (1989)
 KV5954
 KV5954'RECOVERED 1989
 KV5954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3037 ***********************************************************************
 KW3037  DESIGNATION -  COLUMBIA
 KW3037  PID         -  KW3037
 KW3037  STATE/COUNTY-  PA/LANCASTER
 KW3037  USGS QUAD   -  COLUMBIA EAST (1995)
 KW3037
 KW3037                         *CURRENT SURVEY CONTROL
 KW3037  ___________________________________________________________________
 KW3037* NAD 83(1992)-  40 03 15.49282(N)    076 29 40.22013(W)     ADJUSTED  
 KW3037* NAVD 88     -       203.0    (meters)     666.     (feet)  VERTCON   
 KW3037  ___________________________________________________________________
 KW3037  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 KW3037  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 KW3037
 KW3037  HORZ ORDER  -  FIRST
 KW3037
 KW3037.The horizontal coordinates were established by classical geodetic methods
 KW3037.and adjusted by the National Geodetic Survey in June 2002..
 KW3037
 KW3037.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW3037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW3037
 KW3037.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3037
 KW3037.The geoid height was determined by GEOID03.
 KW3037
 KW3037;                    North         East     Units Scale Factor Converg.
 KW3037;SPC PA S     -    80,814.104   707,121.136   MT  0.99998329   +0 48 52.4
 KW3037;SPC PA S     -   265,137.61  2,319,946.59   sFT  0.99998329   +0 48 52.4
 KW3037;UTM  18      - 4,434,854.380   372,528.049   MT  0.99980003   -0 57 42.7
 KW3037
 KW3037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3037!SPC PA S     -   0.99997351  x   0.99998329  =   0.99995680
 KW3037!UTM  18      -   0.99997351  x   0.99980003  =   0.99977354
 KW3037
 KW3037:                Primary Azimuth Mark                     Grid Az
 KW3037:SPC PA S     -  COLUMBUS PHILA AIRWAY BCN 34 B           359 22 54.7
 KW3037:UTM  18      -  COLUMBUS PHILA AIRWAY BCN 34 B           001 09 29.8
 KW3037
 KW3037|---------------------------------------------------------------------|
 KW3037| PID    Reference Object                     Distance      Geod. Az  |
 KW3037|                                                           dddmmss.s |
 KW3037| KW3038 COLUMBUS PHILA AIRWAY BCN 34 B      APPROX. 7.8 KM 0001147.1 |
 KW3037| KW3032 LANCASTER MUNICIPAL STANDPIPE       APPROX.14.9 KM 0932643.5 |
 KW3037| KW3033 LANCASTER MUNICIPAL TANK            APPROX.17.7 KM 0945641.1 |
 KW3037| KW3029 LANCASTER GREIST BLDG LT TOP        APPROX.16.2 KM 0961510.2 |
 KW3037| KW3028 LANCASTER RADIO STA WGAL MAST       APPROX.16.2 KM 0963308.4 |
 KW3037| CB3859 COLUMBIA AZ MK                                     1214923.6 |
 KW3037| CB3860 COLUMBIA RM 1                        84.917 METERS 20612     |
 KW3037| KW3083 WRIGHTSVILLE MUN STANDPIPE          APPROX. 5.0 KM 2271246.8 |
 KW3037| KW3082 HALLAM TV STATION WGAL MAST         APPROX.10.8 KM 2582442.1 |
 KW3037| CB3861 COLUMBIA RM 2                        19.308 METERS 27929     |
 KW3037| KW3089 COLUMBUS PHILA AIRWAY BCN 34 A      APPROX.16.5 KM 3174532.3 |
 KW3037|---------------------------------------------------------------------|
 KW3037
 KW3037                          SUPERSEDED SURVEY CONTROL
 KW3037
 KW3037  NAD 83(1991)-  40 03 15.48928(N)    076 29 40.22476(W) AD(       ) 1
 KW3037  NAD 83(1986)-  40 03 15.48816(N)    076 29 40.22437(W) AD(       ) 1
 KW3037  NAD 27      -  40 03 15.13961(N)    076 29 41.34878(W) AD(       ) 1
 KW3037  NGVD 29 (07/19/86)  203.2    (m)          667.     (f) VERT ANG       
 KW3037
 KW3037.Superseded values are not recommended for survey control.
 KW3037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3037.See file dsdata.txt to determine how the superseded data were derived.
 KW3037
 KW3037_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK7252834854(NAD 83)
 KW3037_MARKER: DS = TRIANGULATION STATION DISK
 KW3037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3037
 KW3037  HISTORY     - Date     Condition        Report By
 KW3037  HISTORY     - 1934     MONUMENTED       CGS
 KW3037  HISTORY     - 1951     GOOD             CGS
 KW3037  HISTORY     - 1959     GOOD             CGS
 KW3037  HISTORY     - 1966     GOOD             CGS
 KW3037
 KW3037                          STATION DESCRIPTION
 KW3037
 KW3037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 KW3037'STATION IS ON THE PROPERTY OF MR. H. NISSLEY, ABOUT 150 YARDS NW OF A
 KW3037'2-STORY FRAME HOUSE OWNED BY MRS. NORA HAWLER, ON THE HIGHEST
 KW3037'POINT OF GROUND AT THE N EDGE OF A CULTIVATED FIELD AND 5 PACES SW OF
 KW3037'A 14-INCH OAK TREE.  THE MARK PROJECTS 6 INCHES ABOVE GROUND,
 KW3037'AND IS STAMPED, COLUMBIA 1934.
 KW3037'
 KW3037'SURFACE, UNDERGROUND AND REFERENCE MARK NO. 2 ARE STANDARD BRONZE
 KW3037'DISKS SET IN CONCRETE.
 KW3037'
 KW3037'REFERENCE MARK NO. 1 AND THE AZIMUTH MARK ARE STANDARD BRONZE DISKS
 KW3037'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCKS.
 KW3037'
 KW3037'REFERENCE MARK NO. 1 IS 84.919 METERS SW OF THE STATION, AT THE SW
 KW3037'PART OF A CULTIVATED FIELD, 6 PACES SW OF THE CENTER LINE OF A ROAD
 KW3037'AROUND A CULTIVATED FIELD AND 3 PACES NW OF A 12-INCH OAK TREE.  THE
 KW3037'MARK IS SET IN BEDROCK AND IS STAMPED COLUMBIA NO. 1 1934.
 KW3037'
 KW3037'REFERENCE MARK NO. 2 IS 19.308 METERS WNW OF THE STATION, AT THE S
 KW3037'EDGE OF A PATCH OF WOODS, 7 PACES W OF A 3-FORKED MAPLE TREE AND
 KW3037'3 PACES SW OF AN 8-INCH OAK TREE.  THE MARK PROJECTS 6 INCHES ABOVE
 KW3037'GROUND AND IS STAMPED COLUMBIA NO. 2 1934.
 KW3037'
 KW3037'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SE OF THE STATION, SET IN THE
 KW3037'TOP OF A ROCK, 20 PACES NE OF CORNER OF A ROCK LEDGE, 10 PACES
 KW3037'SE OF THE W ROCK LEDGE AND 7 PACES N OF THE S ROCK LEDGE.  THE MARK
 KW3037'IS STAMPED COLUMBIA AZ. MK. 1934.
 KW3037'
 KW3037'TO REACH THE STATION FROM THE E END OF THE COLUMBIA-WRIGHTSVILLE
 KW3037'BRIDGE, GO E ON U.S. HIGHWAY 30 FOR 0.3 MILE TO WHERE U.S. HIGHWAY
 KW3037'30 TURNS RIGHT (S), CONTINUE STRAIGHT AHEAD FOR 4 BLOCKS, TURN LEFT
 KW3037'(N) FOR 2 BLOCKS (SIGN BORO LINE) WHICH IS THE END OF THE STREET,
 KW3037'HERE TURN RIGHT FOR 0.35 MILE TO A CROSS ROAD AND A FILLING STATION
 KW3037'IN THE SW ANGLE.  TURN LEFT ON A MACADAM ROAD WHICH GOES UP A
 KW3037'HILL AND A TOTAL DISTANCE OF 0.9 MILE TO KINDERHOOK CROSS ROAD.  TAKE
 KW3037'THE EXTREME RIGHT ROAD (ROCK ROAD) FOR 0.3 MILE TO THE HOME OF MRS.
 KW3037'NORA HAWLER WHERE THE ROAD MAKES A SHARP TURN TO THE RIGHT.  THE
 KW3037'STATION IS ABOUT 150 YARDS NW OF MRS. HAWLERS HOUSE.
 KW3037'
 KW3037'A 100-FOOT TOWER WILL CLEAR ALL LINES
 KW3037'OBSERVED.
 KW3037
 KW3037                          STATION RECOVERY (1951)
 KW3037
 KW3037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFM)
 KW3037'LETTERS OF MR. CARROLL F. MERRIAM, BALTIMORE, MARYLAND, DATED APRIL
 KW3037'5, 1951-
 KW3037'
 KW3037'STATION AND REFERENCE MARKS WERE EASILY LOCATED ACCORDING TO
 KW3037'DIRECTIONS GIVEN.  THE ROCK ROAD IS NOW A WELL-PAVED BLACKTOP
 KW3037'SECONDARY ROAD AND THE OWNER OF THE HOUSE IS MRS. NORA HALTER,
 KW3037'INSTEAD OF HAWLER.  THERE IS A POSSIBILITY THAT THE AZIMUTH MARK WILL
 KW3037'BE OBSCURED BY AN INTERVENING TREE WHICH WOULD HAVE TO BE CUT.  THE
 KW3037'ANGLE TO THE SPIRE OF THE KINDERHOOK CHURCH WAS OBSERVED.
 KW3037
 KW3037                          STATION RECOVERY (1959)
 KW3037
 KW3037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JGK)
 KW3037'STATION RECOVERED IN GOOD CONDITION.
 KW3037'
 KW3037'THE ANGLE TO KINDERHOOK CHURCH SPIRE APPEARS TO BE TURNED FROM THE
 KW3037'AZIMUTH MARK AND NOT FROM RAWLINSVILLE.
 KW3037
 KW3037                          STATION RECOVERY (1966)
 KW3037
 KW3037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW3037'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO 2 AND THE AZIMUTH MARK
 KW3037'WERE RECOVERED IN GOOD CONDITION.  THE DIRECTION TO THE AZIMUTH
 KW3037'MARK AND REFERENCE MARK NO. 2 WERE NOT TAKEN AT THIS TIME DUE TO AN
 KW3037'EXCESSIVE AMOUNT OF CLEARING OF TREES.  THE 1934 DESCRIPTION IS
 KW3037'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0802 ***********************************************************************
 KW0802  DESIGNATION -  COLUMBIA E BASE
 KW0802  PID         -  KW0802
 KW0802  STATE/COUNTY-  PA/LANCASTER
 KW0802  USGS QUAD   -  COLUMBIA WEST (1990)
 KW0802
 KW0802                         *CURRENT SURVEY CONTROL
 KW0802  ___________________________________________________________________
 KW0802* NAD 83(1992)-  40 01 50.70450(N)    076 30 37.01082(W)     ADJUSTED  
 KW0802* NAVD 88     -        87.109  (meters)     285.79   (feet)  ADJUSTED  
 KW0802  ___________________________________________________________________
 KW0802  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 KW0802  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KW0802  DYNAMIC HT  -          87.065 (meters)     285.65  (feet)  COMP
 KW0802  MODELED GRAV-     980,115.7   (mgal)                       NAVD 88
 KW0802
 KW0802  HORZ ORDER  -  SECOND
 KW0802  VERT ORDER  -  SECOND    CLASS 0
 KW0802
 KW0802.The horizontal coordinates were established by classical geodetic methods
 KW0802.and adjusted by the National Geodetic Survey in June 2002..
 KW0802
 KW0802.The orthometric height was determined by differential leveling
 KW0802.and adjusted by the National Geodetic Survey in June 1991..
 KW0802
 KW0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW0802
 KW0802.The geoid height was determined by GEOID03.
 KW0802
 KW0802.The dynamic height is computed by dividing the NAVD 88
 KW0802.geopotential number by the normal gravity value computed on the
 KW0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0802.degrees latitude (g = 980.6199 gals.).
 KW0802
 KW0802.The modeled gravity was interpolated from observed gravity values.
 KW0802
 KW0802;                    North         East     Units Scale Factor Converg.
 KW0802;SPC PA S     -    78,180.245   705,811.965   MT  0.99998620   +0 48 15.6
 KW0802;SPC PA S     -   256,496.35  2,315,651.42   sFT  0.99998620   +0 48 15.6
 KW0802;UTM  18      - 4,432,262.836   371,138.126   MT  0.99980442   -0 58 17.6
 KW0802
 KW0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW0802!SPC PA S     -   0.99999166  x   0.99998620  =   0.99997786
 KW0802!UTM  18      -   0.99999166  x   0.99980442  =   0.99979608
 KW0802
 KW0802:                Primary Azimuth Mark                     Grid Az
 KW0802:SPC PA S     -  SUSQUEHANNOCK                            150 17 09.3
 KW0802:UTM  18      -  SUSQUEHANNOCK                            152 03 42.5
 KW0802
 KW0802|---------------------------------------------------------------------|
 KW0802| PID    Reference Object                     Distance      Geod. Az  |
 KW0802|                                                           dddmmss.s |
 KW0802| JV4845 SUSQUEHANNOCK                       APPROX. 9.2 KM 1510524.9 |
 KW0802| KW3085 COLUMBIA EAST BASE AUX 1966          67.041 METERS 24839     |
 KW0802|---------------------------------------------------------------------|
 KW0802
 KW0802                          SUPERSEDED SURVEY CONTROL
 KW0802
 KW0802  NAD 83(1991)-  40 01 50.70005(N)    076 30 37.01488(W) AD(       ) 2
 KW0802  NAD 83(1986)-  40 01 50.69995(N)    076 30 37.01485(W) AD(       ) 2
 KW0802  NAD 27      -  40 01 50.35094(N)    076 30 38.13767(W) AD(       ) 2
 KW0802  NGVD 29 (??/??/??)   87.363  (m)          286.62   (f) ADJUSTED    2 0
 KW0802
 KW0802.Superseded values are not recommended for survey control.
 KW0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0802.See file dsdata.txt to determine how the superseded data were derived.
 KW0802
 KW0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK7113832263(NAD 83)
 KW0802_MARKER: DS = TRIANGULATION STATION DISK
 KW0802_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0802_SP_SET: BRIDGE WALKWAY
 KW0802_STAMPING: COLUMBIA E BASE 1950
 KW0802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0802
 KW0802  HISTORY     - Date     Condition        Report By
 KW0802  HISTORY     - 1950     MONUMENTED       CGS
 KW0802  HISTORY     - 1966     SEE DESCRIPTION  CGS
 KW0802  HISTORY     - 1966     GOOD             CGS
 KW0802  HISTORY     - 20011029 GOOD             NGS
 KW0802  HISTORY     - 20051003 GOOD             GEOCAC
 KW0802
 KW0802                          STATION DESCRIPTION
 KW0802
 KW0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (GRS)
 KW0802'STATION IS LOCATED IN CONCRETE WALK ON SOUTH SIDE OF
 KW0802'COLUMBIA-WRIGHTSVILLE BRIDGE ABOVE A RIVER PIER AND 2 FEET NORTH
 KW0802'OF THE PARAPET WALL.  THE MARK IS A STANDARD DISK SET FLUSH WITH
 KW0802'CONCRETE WALKWAY AND STAMPED COLUMBIA E. BASE 1950.
 KW0802'
 KW0802'COLUMBIA E. BASE AUX. IS 220.12 FEET WEST OF THE STATION AND 2 FEET
 KW0802'NORTH OF THE PARAPET WALL.  THE MARK IS A COPPER BOLT SET FLUSH
 KW0802'WITH THE CONCRETE WALKWAY.
 KW0802'
 KW0802'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 KW0802'ROUTE 441 IN COLUMBIA GO WEST ON U.S. HIGHWAY 30 FOR 0.35 MILE TO
 KW0802'PIER AND STATION ON SOUTH SIDE OF HIGHWAY.
 KW0802
 KW0802                          STATION RECOVERY (1966)
 KW0802
 KW0802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW0802'THE STATION MARK AND THE AUX. POINT WERE RECOVERED IN GOOD CONDITION.
 KW0802'THROUGH INFORMATION FROM THE PENNSYLVANIA HIGHWAY DEPARTMENT
 KW0802'IT WAS LEARNED THE DISK HAD BEEN RAISED 4 INCHES DUE TO A NEW LAYER
 KW0802'OF CONCRETE BEING PUT ON THE WALKWAY OF THE BRIDGE.
 KW0802
 KW0802                          STATION RECOVERY (1966)
 KW0802
 KW0802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KW0802'0.2 MI W FROM COLUMBIA.
 KW0802'ABOUT 0.25 MILE WEST OF THE EAST END OF THE COLUMBIA-WRIGHTSVILLE
 KW0802'BRIDGE OVER THE SUSQUEHANNA RIVER, SET IN THE WALKWAY OF BRIDGE,
 KW0802'2.0 FEET NORTH OF THE PARAPET WALL, AND IS ABOUT 1 FOOT ABOVE THE
 KW0802'LEVEL OF THE BRIDGE FLOOR.
 KW0802
 KW0802                          STATION RECOVERY (2001)
 KW0802
 KW0802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 KW0802'RECOVERED IN GOOD CONDITION.
 KW0802
 KW0802                          STATION RECOVERY (2005)
 KW0802
 KW0802'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3085 ***********************************************************************
 KW3085  DESIGNATION -  COLUMBIA EAST BASE AUX 1966
 KW3085  PID         -  KW3085
 KW3085  STATE/COUNTY-  PA/LANCASTER
 KW3085  USGS QUAD   -  COLUMBIA WEST (1990)
 KW3085
 KW3085                         *CURRENT SURVEY CONTROL
 KW3085  ___________________________________________________________________
 KW3085* NAD 83(1992)-  40 01 49.91302(N)    076 30 39.64427(W)     ADJUSTED  
 KW3085* NAVD 88     -        87.     (meters)     285.     (feet)  SCALED    
 KW3085  ___________________________________________________________________
 KW3085  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 KW3085  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KW3085
 KW3085  HORZ ORDER  -  THIRD
 KW3085
 KW3085.The horizontal coordinates were established by classical geodetic methods
 KW3085.and adjusted by the National Geodetic Survey in June 2002..
 KW3085
 KW3085.The orthometric height was scaled from a topographic map.
 KW3085
 KW3085.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3085
 KW3085.The geoid height was determined by GEOID03.
 KW3085
 KW3085;                    North         East     Units Scale Factor Converg.
 KW3085;SPC PA S     -    78,154.960   705,749.876   MT  0.99998622   +0 48 13.8
 KW3085;SPC PA S     -   256,413.40  2,315,447.72   sFT  0.99998622   +0 48 13.8
 KW3085;UTM  18      - 4,432,239.492   371,075.294   MT  0.99980462   -0 58 19.2
 KW3085
 KW3085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3085!SPC PA S     -   0.99999172  x   0.99998622  =   0.99997794
 KW3085!UTM  18      -   0.99999172  x   0.99980462  =   0.99979634
 KW3085
 KW3085|---------------------------------------------------------------------|
 KW3085| PID    Reference Object                     Distance      Geod. Az  |
 KW3085|                                                           dddmmss.s |
 KW3085| KW0802 COLUMBIA E BASE                      67.041 METERS 06839     |
 KW3085| JV4845 SUSQUEHANNOCK                       APPROX. 9.2 KM 1504037.1 |
 KW3085|---------------------------------------------------------------------|
 KW3085
 KW3085                          SUPERSEDED SURVEY CONTROL
 KW3085
 KW3085  NAD 83(1991)-  40 01 49.90857(N)    076 30 39.64832(W) AD(       ) 3
 KW3085  NAD 83(1986)-  40 01 49.90818(N)    076 30 39.64926(W) AD(       ) 3
 KW3085  NAD 27      -  40 01 49.55940(N)    076 30 40.77100(W) AD(       ) 3
 KW3085
 KW3085.Superseded values are not recommended for survey control.
 KW3085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3085.See file dsdata.txt to determine how the superseded data were derived.
 KW3085
 KW3085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK7107532239(NAD 83)
 KW3085_MARKER: B = BOLT
 KW3085_SETTING: 0 = UNSPECIFIED SETTING
 KW3085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW3085
 KW3085  HISTORY     - Date     Condition        Report By
 KW3085  HISTORY     - 1966     MONUMENTED       CGS
 KW3085  HISTORY     - 1982     GOOD             LOCSUR
 KW3085  HISTORY     - 20011029 GOOD             NGS
 KW3085  HISTORY     - 20051003 GOOD             GEOCAC
 KW3085
 KW3085                          STATION DESCRIPTION
 KW3085
 KW3085'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW3085'STATION COLUMBIA EAST BASE IS LOCATED IN CONCRETE WALK ON SOUTH SIDE
 KW3085'OF COLUMBIA-WRIGHTSVILLE BRIDGE ABOVE A RIVER PIER AND 2 FEET NORTH
 KW3085'OF THE PARAPET WALL.
 KW3085'
 KW3085'COLUMBIA E. BASE AUX. IS 220.12 FEET WEST OF THE STATION AND 2 FEET
 KW3085'NORTH OF THE PARAPET WALL.  THE MARK IS A COPPER BOLT SET FLUSH
 KW3085'WITH THE CONCRETE WALKWAY.
 KW3085'
 KW3085'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 KW3085'ROUTE 441 IN COLUMBIA GO WEST ON U.S. HIGHWAY 30 FOR 0.35 MILE TO
 KW3085'PIER AND STATION ON SOUTH SIDE OF HIGHWAY.
 KW3085
 KW3085                          STATION RECOVERY (1982)
 KW3085
 KW3085'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 KW3085'TOP OF BOLT MAY HAVE BEEN CUT OFF. BOLT ABOUT ONE HALF INCH IN DIA.
 KW3085'U.S. HIGHWAY 30 ON DATA SHEET IS NOW RT. 462.
 KW3085
 KW3085                          STATION RECOVERY (2001)
 KW3085
 KW3085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 KW3085'RECOVERED IN GOOD CONDITION.
 KW3085
 KW3085                          STATION RECOVERY (2005)
 KW3085
 KW3085'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW3085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3036 ***********************************************************************
 KW3036  DESIGNATION -  COLUMBIA USMC RESERVE TNG C TK
 KW3036  PID         -  KW3036
 KW3036  STATE/COUNTY-  PA/LANCASTER
 KW3036  USGS QUAD   -  COLUMBIA EAST (1995)
 KW3036
 KW3036                         *CURRENT SURVEY CONTROL
 KW3036  ___________________________________________________________________
 KW3036* NAD 83(1992)-  40 01 49.00504(N)    076 29 07.36723(W)     ADJUSTED  
 KW3036* NAVD 88     -                                                        
 KW3036  ___________________________________________________________________
 KW3036  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 KW3036  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 KW3036
 KW3036  HORZ ORDER  -  THIRD
 KW3036
 KW3036.The horizontal coordinates were established by classical geodetic methods
 KW3036.and adjusted by the National Geodetic Survey in June 2002..
 KW3036
 KW3036
 KW3036.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3036
 KW3036.The geoid height was determined by GEOID03.
 KW3036
 KW3036;                    North         East     Units Scale Factor Converg.
 KW3036;SPC PA S     -    78,157.970   707,937.911   MT  0.99998626   +0 49 13.7
 KW3036;SPC PA S     -   256,423.27  2,322,626.30   sFT  0.99998626   +0 49 13.7
 KW3036;UTM  18      - 4,432,174.703   373,261.967   MT  0.99979774   -0 57 19.8
 KW3036
 KW3036                          SUPERSEDED SURVEY CONTROL
 KW3036
 KW3036  NAD 83(1991)-  40 01 49.00082(N)    076 29 07.37151(W) AD(       ) 4
 KW3036  NAD 83(1986)-  40 01 49.00067(N)    076 29 07.37134(W) AD(       ) 4
 KW3036  NAD 27      -  40 01 48.65016(N)    076 29 08.49659(W) AD(       ) 3
 KW3036
 KW3036.Superseded values are not recommended for survey control.
 KW3036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3036.See file dsdata.txt to determine how the superseded data were derived.
 KW3036
 KW3036_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK7326232175(NAD 83)
 KW3036_MARKER: 53 = ELEVATED TANK
 KW3036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW3036+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2004
 KW3036
 KW3036  HISTORY     - Date     Condition        Report By
 KW3036  HISTORY     - 1966     FIRST OBSERVED   CGS
 KW3036  HISTORY     - 20040725 GOOD             GEOCAC
 KW3036
 KW3036                          STATION DESCRIPTION
 KW3036
 KW3036'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW3036'THE STATION IS THE BALL ATOP THE 120 FOOT HIGH WATER TANK SUPPORTED
 KW3036'BY 6 STEEL LEGS, PAINTED SILVER WITH A RED STRIPE AND GOLD LETTERS
 KW3036'USMC AND LOCATED IN THE EAST EDGE OF COLUMBIA.
 KW3036'
 KW3036'TO REACH THE TANK FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 KW3036'HIGHWAY 441 IN THE WEST EDGE OF COLUMBIA, GO EAST ON U.S. HIGHWAY
 KW3036'30 FOR 1.2 MILES TO THE TANK ON THE RIGHT.
 KW3036
 KW3036                          STATION RECOVERY (2004)
 KW3036
 KW3036'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW3036'TOWER IS CURRENTLY PAINTED LIGHT BLUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0803 ***********************************************************************
 KW0803  DESIGNATION -  COLUMBIA W BASE
 KW0803  PID         -  KW0803
 KW0803  STATE/COUNTY-  PA/LANCASTER
 KW0803  USGS QUAD   -  COLUMBIA WEST (1990)
 KW0803
 KW0803                         *CURRENT SURVEY CONTROL
 KW0803  ___________________________________________________________________
 KW0803* NAD 83(1992)-  40 01 36.44436(N)    076 31 24.43211(W)     ADJUSTED  
 KW0803* NAVD 88     -        87.898  (meters)     288.38   (feet)  ADJUSTED  
 KW0803  ___________________________________________________________________
 KW0803  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 KW0803  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KW0803  DYNAMIC HT  -          87.853 (meters)     288.23  (feet)  COMP
 KW0803  MODELED GRAV-     980,117.7   (mgal)                       NAVD 88
 KW0803
 KW0803  HORZ ORDER  -  SECOND
 KW0803  VERT ORDER  -  SECOND    CLASS 0
 KW0803
 KW0803.The horizontal coordinates were established by classical geodetic methods
 KW0803.and adjusted by the National Geodetic Survey in June 2002..
 KW0803
 KW0803.The orthometric height was determined by differential leveling
 KW0803.and adjusted by the National Geodetic Survey in June 1991..
 KW0803
 KW0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW0803
 KW0803.The geoid height was determined by GEOID03.
 KW0803
 KW0803.The dynamic height is computed by dividing the NAVD 88
 KW0803.geopotential number by the normal gravity value computed on the
 KW0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0803.degrees latitude (g = 980.6199 gals.).
 KW0803
 KW0803.The modeled gravity was interpolated from observed gravity values.
 KW0803
 KW0803;                    North         East     Units Scale Factor Converg.
 KW0803;SPC PA S     -    77,724.767   704,693.846   MT  0.99998670   +0 47 44.8
 KW0803;SPC PA S     -   255,002.01  2,311,983.06   sFT  0.99998670   +0 47 44.8
 KW0803;UTM  18      - 4,431,842.302   370,006.633   MT  0.99980803   -0 58 47.8
 KW0803
 KW0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW0803!SPC PA S     -   0.99999153  x   0.99998670  =   0.99997823
 KW0803!UTM  18      -   0.99999153  x   0.99980803  =   0.99979956
 KW0803
 KW0803:                Primary Azimuth Mark                     Grid Az
 KW0803:SPC PA S     -  SUSQUEHANNOCK                            143 00 34.1
 KW0803:UTM  18      -  SUSQUEHANNOCK                            144 47 06.7
 KW0803
 KW0803|---------------------------------------------------------------------|
 KW0803| PID    Reference Object                     Distance      Geod. Az  |
 KW0803|                                                           dddmmss.s |
 KW0803| JV4845 SUSQUEHANNOCK                       APPROX. 9.4 KM 1434818.9 |
 KW0803|---------------------------------------------------------------------|
 KW0803
 KW0803                          SUPERSEDED SURVEY CONTROL
 KW0803
 KW0803  NAD 83(1986)-  40 01 36.43976(N)    076 31 24.43606(W) AD(       ) 2
 KW0803  NAD 27      -  40 01 36.08940(N)    076 31 25.56204(W) AD(       ) 2
 KW0803  NGVD 29 (??/??/??)   88.152  (m)          289.21   (f) ADJUSTED    2 0
 KW0803
 KW0803.Superseded values are not recommended for survey control.
 KW0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0803.See file dsdata.txt to determine how the superseded data were derived.
 KW0803
 KW0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK7000731842(NAD 83)
 KW0803_MARKER: DS = TRIANGULATION STATION DISK
 KW0803_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0803_SP_SET: BRIDGE FLOOR
 KW0803_STAMPING: COLUMBIA W BASE 1950
 KW0803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0803
 KW0803  HISTORY     - Date     Condition        Report By
 KW0803  HISTORY     - 1950     MONUMENTED       CGS
 KW0803  HISTORY     - 1966     GOOD             CGS
 KW0803  HISTORY     - 1966     GOOD             CGS
 KW0803  HISTORY     - 1982     GOOD             LOCSUR
 KW0803  HISTORY     - 20051003 GOOD             GEOCAC
 KW0803
 KW0803                          STATION DESCRIPTION
 KW0803
 KW0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (GRS)
 KW0803'STATION IS LOCATED IN CONCRETE WALKWAY ON SOUTH SIDE OF
 KW0803'COLUMBIA-WRIGHTSVILLE BRIDGE ABOVE THE SIXTH RIVER PIER FROM
 KW0803'THE WEST END OF BRIDGE AND 2 FEET NORTH OF THE PARAPET WALL.  THE
 KW0803'MARK IS A STANDARD DISK SET FLUSH WITH CONCRETE WALKWAY
 KW0803'AND STAMPED COLUMBIA W. BASE 1950.
 KW0803'
 KW0803'COLUMBIA W. BASE AUX. IS 22.22 FEET WEST OF THE STATION AND 2 FEET
 KW0803'NORTH OF THE PARAPET WALL.  THE MARK IS A COPPER BOLT SET FLUSH
 KW0803'WITH THE CONCRETE WALKWAY.
 KW0803'
 KW0803'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 KW0803'ROUTE 441 IN COLUMBIA GO WEST ON U.S. HIGHWAY 30 FOR 1.15
 KW0803'MILES TO RIVER PIER AND STATION ON SOUTH SIDE OF HIGHWAY.
 KW0803'
 KW0803'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KW0803
 KW0803                          STATION RECOVERY (1966)
 KW0803
 KW0803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW0803'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE AUX. WAS
 KW0803'SEARCHED FOR BUT NOT FOUND.  THROUGH INFORMATION
 KW0803'FROM THE PENNSYLVANIA HIGHWAY DEPARTMENT IT WAS LEARNED THE DISK HAD
 KW0803'BEEN RAISED DUE TO A 4-INCH LAYER OF CONCRETE BEING PUT
 KW0803'ON THE WALKWAY OF THE BRIDGE.
 KW0803
 KW0803                          STATION RECOVERY (1966)
 KW0803
 KW0803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KW0803'1.2 MI W FROM COLUMBIA.
 KW0803'ABOUT 1.15 MILES WEST OF THE EAST END OF THE
 KW0803'COLUMBIA-WRIGHTSVILLE BRIDGE OVER THE SUSQUEHANNA RIVER, SET IN
 KW0803'THE WALKWAY OVER THE SIXTH PIER EAST OF THE WEST END OF BRIDGE,
 KW0803'2.0 FEET NORTH OF THE PARAPET WALL AND IS ABOUT 1 FOOT ABOVE THE
 KW0803'LEVEL OF THE BRIDGE FLOOR.
 KW0803
 KW0803                          STATION RECOVERY (1982)
 KW0803
 KW0803'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 KW0803'U.S. HIGHWAY 30, WEST MAIN ST IS NOW RT 462.
 KW0803
 KW0803                          STATION RECOVERY (2005)
 KW0803
 KW0803'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1996 ***********************************************************************
 KX1996  DESIGNATION -  COLUMBUS PHILA AIRWAY BCN 20 A
 KX1996  PID         -  KX1996
 KX1996  STATE/COUNTY-  PA/INDIANA
 KX1996  USGS QUAD   -  BOLIVAR (1993)
 KX1996
 KX1996                         *CURRENT SURVEY CONTROL
 KX1996  ___________________________________________________________________
 KX1996* NAD 83(1992)-  40 26 54.51974(N)    079 09 26.17534(W)     ADJUSTED  
 KX1996* NAVD 88     -                                                        
 KX1996  ___________________________________________________________________
 KX1996  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 KX1996  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KX1996
 KX1996  HORZ ORDER  -  THIRD
 KX1996
 KX1996.The horizontal coordinates were established by classical geodetic methods
 KX1996.and adjusted by the National Geodetic Survey in June 2002..
 KX1996
 KX1996
 KX1996.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1996
 KX1996.The geoid height was determined by GEOID03.
 KX1996
 KX1996;                    North         East     Units Scale Factor Converg.
 KX1996;SPC PA S     -   124,771.242   480,627.464   MT  0.99995950   -0 54 46.9
 KX1996;SPC PA S     -   409,353.65  1,576,858.60   sFT  0.99995950   -0 54 46.9
 KX1996;UTM  17      - 4,479,166.361   656,265.250   MT  0.99990059   +1 11 44.7
 KX1996
 KX1996                          SUPERSEDED SURVEY CONTROL
 KX1996
 KX1996  NAD 83(1986)-  40 26 54.52442(N)    079 09 26.18293(W) AD(       ) 4
 KX1996  NAD 27      -  40 26 54.27500(N)    079 09 27.06300(W) AD(       ) 3
 KX1996
 KX1996.Superseded values are not recommended for survey control.
 KX1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1996.See file dsdata.txt to determine how the superseded data were derived.
 KX1996
 KX1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE5626579166(NAD 83)
 KX1996_MARKER: 22 = AIRWAY BEACON
 KX1996
 KX1996  HISTORY     - Date     Condition        Report By
 KX1996  HISTORY     - 1933     FIRST OBSERVED   CGS
 KX1996
 KX1996                          STATION DESCRIPTION
 KX1996
 KX1996'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2010 ***********************************************************************
 KX2010  DESIGNATION -  COLUMBUS PHILA AIRWAY BCN 19
 KX2010  PID         -  KX2010
 KX2010  STATE/COUNTY-  PA/WESTMORELAND
 KX2010  USGS QUAD   -  BLAIRSVILLE (1981)
 KX2010
 KX2010                         *CURRENT SURVEY CONTROL
 KX2010  ___________________________________________________________________
 KX2010* NAD 83(1992)-  40 25 22.90343(N)    079 19 38.48260(W)     ADJUSTED  
 KX2010* NAVD 88     -                                                        
 KX2010  ___________________________________________________________________
 KX2010  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 KX2010  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KX2010
 KX2010  HORZ ORDER  -  THIRD
 KX2010
 KX2010.The horizontal coordinates were established by classical geodetic methods
 KX2010.and adjusted by the National Geodetic Survey in June 2002..
 KX2010
 KX2010
 KX2010.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2010
 KX2010.The geoid height was determined by GEOID03.
 KX2010
 KX2010;                    North         East     Units Scale Factor Converg.
 KX2010;SPC PA S     -   122,189.677   466,150.862   MT  0.99995962   -1 01 24.2
 KX2010;SPC PA S     -   400,883.97  1,529,363.29   sFT  0.99995962   -1 01 24.2
 KX2010;UTM  17      - 4,476,054.202   641,894.660   MT  0.99984784   +1 05 05.2
 KX2010
 KX2010                          SUPERSEDED SURVEY CONTROL
 KX2010
 KX2010  NAD 83(1986)-  40 25 22.90820(N)    079 19 38.48981(W) AD(       ) 4
 KX2010  NAD 27      -  40 25 22.66500(N)    079 19 39.36000(W) AD(       ) 3
 KX2010
 KX2010.Superseded values are not recommended for survey control.
 KX2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2010.See file dsdata.txt to determine how the superseded data were derived.
 KX2010
 KX2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE4189576054(NAD 83)
 KX2010_MARKER: 22 = AIRWAY BEACON
 KX2010
 KX2010  HISTORY     - Date     Condition        Report By
 KX2010  HISTORY     - 1933     FIRST OBSERVED   CGS
 KX2010
 KX2010                          STATION DESCRIPTION
 KX2010
 KX2010'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2022 ***********************************************************************
 KX2022  DESIGNATION -  COLUMBUS PHILA AIRWAY BCN 18
 KX2022  PID         -  KX2022
 KX2022  STATE/COUNTY-  PA/WESTMORELAND
 KX2022  USGS QUAD   -  SLICKVILLE (1993)
 KX2022
 KX2022                         *CURRENT SURVEY CONTROL
 KX2022  ___________________________________________________________________
 KX2022* NAD 83(1992)-  40 24 04.48558(N)    079 31 10.24898(W)     ADJUSTED  
 KX2022* NAVD 88     -                                                        
 KX2022  ___________________________________________________________________
 KX2022  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 KX2022  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KX2022
 KX2022  HORZ ORDER  -  THIRD
 KX2022
 KX2022.The horizontal coordinates were established by classical geodetic methods
 KX2022.and adjusted by the National Geodetic Survey in June 2002..
 KX2022
 KX2022
 KX2022.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2022
 KX2022.The geoid height was determined by GEOID03.
 KX2022
 KX2022;                    North         East     Units Scale Factor Converg.
 KX2022;SPC PA S     -   120,080.431   449,798.641   MT  0.99995987   -1 08 53.0
 KX2022;SPC PA S     -   393,963.88  1,475,714.37   sFT  0.99995987   -1 08 53.0
 KX2022;UTM  17      - 4,473,345.292   625,633.351   MT  0.99979429   +0 57 34.9
 KX2022
 KX2022                          SUPERSEDED SURVEY CONTROL
 KX2022
 KX2022  NAD 83(1986)-  40 24 04.48982(N)    079 31 10.25648(W) AD(       ) 4
 KX2022  NAD 27      -  40 24 04.25200(N)    079 31 11.11000(W) AD(       ) 3
 KX2022
 KX2022.Superseded values are not recommended for survey control.
 KX2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2022.See file dsdata.txt to determine how the superseded data were derived.
 KX2022
 KX2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE2563373345(NAD 83)
 KX2022_MARKER: 22 = AIRWAY BEACON
 KX2022
 KX2022  HISTORY     - Date     Condition        Report By
 KX2022  HISTORY     - 1933     FIRST OBSERVED   CGS
 KX2022
 KX2022                          STATION DESCRIPTION
 KX2022
 KX2022'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3139 ***********************************************************************
 KY3139  DESIGNATION -  COLUMBUS PHILA AIRWAY BCN 14
 KY3139  PID         -  KY3139
 KY3139  STATE/COUNTY-  PA/WASHINGTON
 KY3139  USGS QUAD   -  WASHINGTON WEST (1969)
 KY3139
 KY3139                         *CURRENT SURVEY CONTROL
 KY3139  ___________________________________________________________________
 KY3139* NAD 83(1992)-  40 14 01.09162(N)    080 20 12.57870(W)     ADJUSTED  
 KY3139* NAVD 88     -                                                        
 KY3139  ___________________________________________________________________
 KY3139  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 KY3139  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KY3139
 KY3139  HORZ ORDER  -  THIRD
 KY3139
 KY3139.The horizontal coordinates were established by classical geodetic methods
 KY3139.and adjusted by the National Geodetic Survey in June 2002..
 KY3139
 KY3139
 KY3139.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3139
 KY3139.The geoid height was determined by GEOID03.
 KY3139
 KY3139;                    North         East     Units Scale Factor Converg.
 KY3139;SPC PA S     -   103,188.706   379,894.351   MT  0.99996664   -1 40 41.9
 KY3139;SPC PA S     -   338,544.95  1,246,370.05   sFT  0.99996664   -1 40 41.9
 KY3139;SPC WV N     -   192,802.198   528,785.469   MT  0.99999693   -0 32 01.3
 KY3139;UTM  17      - 4,453,900.003   556,415.023   MT  0.99963918   +0 25 42.1
 KY3139
 KY3139                          SUPERSEDED SURVEY CONTROL
 KY3139
 KY3139  NAD 83(1995)-  40 14 01.09153(N)    080 20 12.57869(W) AD(       ) 4
 KY3139  NAD 83(1986)-  40 14 01.09627(N)    080 20 12.58630(W) AD(       ) 4
 KY3139  NAD 27      -  40 14 00.84300(N)    080 20 13.36200(W) AD(       ) 3
 KY3139
 KY3139.Superseded values are not recommended for survey control.
 KY3139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3139.See file dsdata.txt to determine how the superseded data were derived.
 KY3139
 KY3139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE5641553900(NAD 83)
 KY3139_MARKER: 22 = AIRWAY BEACON
 KY3139
 KY3139  HISTORY     - Date     Condition        Report By
 KY3139  HISTORY     - 1941     FIRST OBSERVED   CGS
 KY3139
 KY3139                          STATION DESCRIPTION
 KY3139
 KY3139'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KY3139'STATION IS THE AIRWAY BEACON NO. 14 ON THE LINE PITTSBURG, PA. TO
 KY3139'COLUMBUS, OHIO, LOCATED ABOUT 10 MILES NORTHWEST OF WASHINGTON, PA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4762 ***********************************************************************
 JV4762  DESIGNATION -  COLUMBUS PHILA AIRWAY BCN 26
 JV4762  PID         -  JV4762
 JV4762  STATE/COUNTY-  PA/FRANKLIN
 JV4762  USGS QUAD   -  ST THOMAS (1990)
 JV4762
 JV4762                         *CURRENT SURVEY CONTROL
 JV4762  ___________________________________________________________________
 JV4762* NAD 83(1992)-  39 55 01.03587(N)    077 51 44.80646(W)     ADJUSTED  
 JV4762* NAVD 88     -       616.     (meters)    2021.     (feet)  SCALED    
 JV4762  ___________________________________________________________________
 JV4762  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 JV4762  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 JV4762
 JV4762  HORZ ORDER  -  THIRD
 JV4762
 JV4762.The horizontal coordinates were established by classical geodetic methods
 JV4762.and adjusted by the National Geodetic Survey in June 2002..
 JV4762
 JV4762.The orthometric height was scaled from a topographic map.
 JV4762
 JV4762.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4762
 JV4762.The geoid height was determined by GEOID03.
 JV4762
 JV4762;                    North         East     Units Scale Factor Converg.
 JV4762;SPC PA S     -    64,808.398   590,386.137   MT  1.00000260   -0 04 22.6
 JV4762;SPC PA S     -   212,625.55  1,936,958.52   sFT  1.00000260   -0 04 22.6
 JV4762;UTM  18      - 4,422,463.294   255,348.546   MT  1.00033692   -1 50 15.6
 JV4762
 JV4762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4762!SPC PA S     -   0.99990876  x   1.00000260  =   0.99991136
 JV4762!UTM  18      -   0.99990876  x   1.00033692  =   1.00024565
 JV4762
 JV4762                          SUPERSEDED SURVEY CONTROL
 JV4762
 JV4762  NAD 83(1995)-  39 55 01.03445(N)    077 51 44.80610(W) AD(       ) 4
 JV4762  NAD 83(1991)-  39 55 01.03416(N)    077 51 44.80914(W) AD(       ) 4
 JV4762  NAD 83(1986)-  39 55 01.03396(N)    077 51 44.81419(W) AD(       ) 4
 JV4762  NAD 27      -  39 55 00.70500(N)    077 51 45.82700(W) AD(       ) 3
 JV4762
 JV4762.Superseded values are not recommended for survey control.
 JV4762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4762.See file dsdata.txt to determine how the superseded data were derived.
 JV4762
 JV4762_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK5534922463(NAD 83)
 JV4762_MARKER: 22 = AIRWAY BEACON
 JV4762
 JV4762  HISTORY     - Date     Condition        Report By
 JV4762  HISTORY     - 1935     FIRST OBSERVED   CGS
 JV4762
 JV4762                          STATION DESCRIPTION
 JV4762
 JV4762'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2811 ***********************************************************************
 KW2811  DESIGNATION -  COLUMBUS PHILA AIRWAY BCN 30
 KW2811  PID         -  KW2811
 KW2811  STATE/COUNTY-  PA/PERRY
 KW2811  USGS QUAD   -  WERTZVILLE (1987)
 KW2811
 KW2811                         *CURRENT SURVEY CONTROL
 KW2811  ___________________________________________________________________
 KW2811* NAD 83(1992)-  40 17 50.50299(N)    077 07 18.70484(W)     ADJUSTED  
 KW2811* NAVD 88     -                                                        
 KW2811  ___________________________________________________________________
 KW2811  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 KW2811  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 KW2811
 KW2811  HORZ ORDER  -  THIRD
 KW2811
 KW2811.The horizontal coordinates were established by classical geodetic methods
 KW2811.and adjusted by the National Geodetic Survey in June 2002..
 KW2811
 KW2811
 KW2811.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2811
 KW2811.The geoid height was determined by GEOID03.
 KW2811
 KW2811;                    North         East     Units Scale Factor Converg.
 KW2811;SPC PA S     -   107,230.516   653,403.269   MT  0.99996306   +0 24 27.1
 KW2811;SPC PA S     -   351,805.45  2,143,707.23   sFT  0.99996306   +0 24 27.1
 KW2811;UTM  18      - 4,462,922.591   319,659.738   MT  1.00000036   -1 22 21.7
 KW2811
 KW2811                          SUPERSEDED SURVEY CONTROL
 KW2811
 KW2811  NAD 83(1986)-  40 17 50.49948(N)    077 07 18.70633(W) AD(       ) 4
 KW2811  NAD 27      -  40 17 50.18500(N)    077 07 19.78200(W) AD(       ) 3
 KW2811
 KW2811.Superseded values are not recommended for survey control.
 KW2811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2811.See file dsdata.txt to determine how the superseded data were derived.
 KW2811
 KW2811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK1966062923(NAD 83)
 KW2811_MARKER: 22 = AIRWAY BEACON
 KW2811
 KW2811  HISTORY     - Date     Condition        Report By
 KW2811  HISTORY     - 1935     FIRST OBSERVED   CGS
 KW2811
 KW2811                          STATION DESCRIPTION
 KW2811
 KW2811'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2314 ***********************************************************************
 KX2314  DESIGNATION -  COLUMBUS PHILA AIRWAY BCN 21
 KX2314  PID         -  KX2314
 KX2314  STATE/COUNTY-  PA/CAMBRIA
 KX2314  USGS QUAD   -  VINTONDALE (1998)
 KX2314
 KX2314                         *CURRENT SURVEY CONTROL
 KX2314  ___________________________________________________________________
 KX2314* NAD 83(1992)-  40 26 21.83761(N)    078 54 19.64193(W)     ADJUSTED  
 KX2314* NAVD 88     -                                                        
 KX2314  ___________________________________________________________________
 KX2314  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 KX2314  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KX2314
 KX2314  HORZ ORDER  -  THIRD
 KX2314
 KX2314.The horizontal coordinates were established by classical geodetic methods
 KX2314.and adjusted by the National Geodetic Survey in June 2002..
 KX2314
 KX2314
 KX2314.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2314
 KX2314.The geoid height was determined by GEOID03.
 KX2314
 KX2314;                    North         East     Units Scale Factor Converg.
 KX2314;SPC PA S     -   123,453.346   501,973.257   MT  0.99995952   -0 44 58.7
 KX2314;SPC PA S     -   405,029.85  1,646,890.59   sFT  0.99995952   -0 44 58.7
 KX2314;UTM  17      - 4,478,634.792   677,644.740   MT  0.99998847   +1 21 32.3
 KX2314
 KX2314                          SUPERSEDED SURVEY CONTROL
 KX2314
 KX2314  NAD 83(1986)-  40 26 21.84338(N)    078 54 19.65170(W) AD(       ) 4
 KX2314  NAD 27      -  40 26 21.58200(N)    078 54 20.55500(W) AD(       ) 3
 KX2314
 KX2314.Superseded values are not recommended for survey control.
 KX2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2314.See file dsdata.txt to determine how the superseded data were derived.
 KX2314
 KX2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE7764578635(NAD 83)
 KX2314_MARKER: 22 = AIRWAY BEACON
 KX2314
 KX2314  HISTORY     - Date     Condition        Report By
 KX2314  HISTORY     - 1933     FIRST OBSERVED   CGS
 KX2314
 KX2314                          STATION DESCRIPTION
 KX2314
 KX2314'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3038 ***********************************************************************
 KW3038  DESIGNATION -  COLUMBUS PHILA AIRWAY BCN 34 B
 KW3038  PID         -  KW3038
 KW3038  STATE/COUNTY-  PA/LANCASTER
 KW3038  USGS QUAD   -  COLUMBIA EAST (1995)
 KW3038
 KW3038                         *CURRENT SURVEY CONTROL
 KW3038  ___________________________________________________________________
 KW3038* NAD 83(1992)-  40 07 28.72459(N)    076 29 39.08923(W)     ADJUSTED  
 KW3038* NAVD 88     -                                                        
 KW3038  ___________________________________________________________________
 KW3038  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 KW3038  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 KW3038
 KW3038  HORZ ORDER  -  THIRD
 KW3038
 KW3038.The horizontal coordinates were established by classical geodetic methods
 KW3038.and adjusted by the National Geodetic Survey in June 2002..
 KW3038
 KW3038
 KW3038.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3038
 KW3038.The geoid height was determined by GEOID03.
 KW3038
 KW3038;                    North         East     Units Scale Factor Converg.
 KW3038;SPC PA S     -    88,624.071   707,036.875   MT  0.99997560   +0 48 53.1
 KW3038;SPC PA S     -   290,760.81  2,319,670.15   sFT  0.99997560   +0 48 53.1
 KW3038;UTM  18      - 4,442,661.801   372,686.000   MT  0.99979954   -0 57 47.0
 KW3038
 KW3038                          SUPERSEDED SURVEY CONTROL
 KW3038
 KW3038  NAD 83(1991)-  40 07 28.71229(N)    076 29 39.09463(W) AD(       ) 4
 KW3038  NAD 83(1986)-  40 07 28.71524(N)    076 29 39.09381(W) AD(       ) 4
 KW3038  NAD 27      -  40 07 28.37000(N)    076 29 40.22000(W) AD(       ) 3
 KW3038
 KW3038.Superseded values are not recommended for survey control.
 KW3038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3038.See file dsdata.txt to determine how the superseded data were derived.
 KW3038
 KW3038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK7268642662(NAD 83)
 KW3038_MARKER: 22 = AIRWAY BEACON
 KW3038
 KW3038  HISTORY     - Date     Condition        Report By
 KW3038  HISTORY     - 1934     FIRST OBSERVED   CGS
 KW3038  HISTORY     - 20040725 MARK NOT FOUND   GEOCAC
 KW3038
 KW3038                          STATION DESCRIPTION
 KW3038
 KW3038'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3105 ***********************************************************************
 KW3105  DESIGNATION -  COLUMBUS PHILA AIRWAY BCN 32
 KW3105  PID         -  KW3105
 KW3105  STATE/COUNTY-  PA/CUMBERLAND
 KW3105  USGS QUAD   -  LEMOYNE (1987)
 KW3105
 KW3105                         *CURRENT SURVEY CONTROL
 KW3105  ___________________________________________________________________
 KW3105* NAD 83(1992)-  40 13 29.55777(N)    076 52 39.46712(W)     ADJUSTED  
 KW3105* NAVD 88     -                                                        
 KW3105  ___________________________________________________________________
 KW3105  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 KW3105  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KW3105
 KW3105  HORZ ORDER  -  THIRD
 KW3105
 KW3105.The horizontal coordinates were established by classical geodetic methods
 KW3105.and adjusted by the National Geodetic Survey in June 2002..
 KW3105
 KW3105
 KW3105.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3105
 KW3105.The geoid height was determined by GEOID03.
 KW3105
 KW3105;                    North         East     Units Scale Factor Converg.
 KW3105;SPC PA S     -    99,358.909   674,246.472   MT  0.99996723   +0 33 57.6
 KW3105;SPC PA S     -   325,980.02  2,212,090.30   sFT  0.99996723   +0 33 57.6
 KW3105;UTM  18      - 4,454,407.616   340,248.278   MT  0.99991416   -1 12 46.1
 KW3105
 KW3105                          SUPERSEDED SURVEY CONTROL
 KW3105
 KW3105  NAD 83(1986)-  40 13 29.55271(N)    076 52 39.46756(W) AD(       ) 4
 KW3105  NAD 27      -  40 13 29.22500(N)    076 52 40.56400(W) AD(       ) 3
 KW3105
 KW3105.Superseded values are not recommended for survey control.
 KW3105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3105.See file dsdata.txt to determine how the superseded data were derived.
 KW3105
 KW3105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK4024854408(NAD 83)
 KW3105_MARKER: 22 = AIRWAY BEACON
 KW3105
 KW3105  HISTORY     - Date     Condition        Report By
 KW3105  HISTORY     - 1934     FIRST OBSERVED   CGS
 KW3105  HISTORY     - 1950     SEE DESCRIPTION  CGS
 KW3105  HISTORY     - 20060630 MARK NOT FOUND   GEOCAC
 KW3105
 KW3105                          STATION DESCRIPTION
 KW3105
 KW3105'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RGH)
 KW3105'THIS BEACON LIGHT HAS BEEN REMOVED AND ONLY THE STEEL SKELETON TOWER
 KW3105'AND THE CONCRETE FOUNDATION SUPPORTING ALL FOUR LEGS OF THE TOWER
 KW3105'REMAIN IN PLACE.
 KW3105
 KW3105                          STATION RECOVERY (2006)
 KW3105
 KW3105'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW3105'BEACON AND TOWER HAVE BEEN REMOVED - ONLY THE CONCRETE FOUNDATION
 KW3105'REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2804 ***********************************************************************
 KW2804  DESIGNATION -  COLVEY
 KW2804  PID         -  KW2804
 KW2804  STATE/COUNTY-  PA/CLINTON
 KW2804  USGS QUAD   -  MILLHEIM (1973)
 KW2804
 KW2804                         *CURRENT SURVEY CONTROL
 KW2804  ___________________________________________________________________
 KW2804* NAD 83(1992)-  40 58 31.32209(N)    077 28 39.66669(W)     ADJUSTED  
 KW2804* NAVD 88     -       388.0    (meters)    1273.     (feet)  VERTCON   
 KW2804  ___________________________________________________________________
 KW2804  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 KW2804  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KW2804
 KW2804  HORZ ORDER  -  SECOND
 KW2804
 KW2804.The horizontal coordinates were established by classical geodetic methods
 KW2804.and adjusted by the National Geodetic Survey in June 2002..
 KW2804
 KW2804.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2804
 KW2804.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2804
 KW2804.The geoid height was determined by GEOID03.
 KW2804
 KW2804;                    North         East     Units Scale Factor Converg.
 KW2804;SPC PA N     -    89,845.272   622,919.435   MT  0.99998642   +0 10 48.5
 KW2804;SPC PA N     -   294,767.36  2,043,694.85   sFT  0.99998642   +0 10 48.5
 KW2804;UTM  18      - 4,538,979.237   291,536.100   MT  1.00013489   -1 37 31.0
 KW2804
 KW2804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2804!SPC PA N     -   0.99994436  x   0.99998642  =   0.99993078
 KW2804!UTM  18      -   0.99994436  x   1.00013489  =   1.00007924
 KW2804
 KW2804|---------------------------------------------------------------------|
 KW2804| PID    Reference Object                     Distance      Geod. Az  |
 KW2804|                                                           dddmmss.s |
 KW2804| CK6846 COLVEY RM 1                           5.457 METERS 07803     |
 KW2804| CK6847 COLVEY RM 2                           4.660 METERS 25552     |
 KW2804| KW2900 CHUCK                               APPROX. 3.3 KM 3202147.2 |
 KW2804|---------------------------------------------------------------------|
 KW2804
 KW2804                          SUPERSEDED SURVEY CONTROL
 KW2804
 KW2804  NAD 83(1986)-  40 58 31.31950(N)    077 28 39.66610(W) AD(       ) 2
 KW2804  NAD 27      -  40 58 31.07850(N)    077 28 40.70350(W) AD(       ) 2
 KW2804  NGVD 29 (07/19/86)  388.2    (m)         1274.     (f) VERT ANG       
 KW2804
 KW2804.Superseded values are not recommended for survey control.
 KW2804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2804.See file dsdata.txt to determine how the superseded data were derived.
 KW2804
 KW2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL9153638979(NAD 83)
 KW2804_MARKER: DS = TRIANGULATION STATION DISK
 KW2804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2804
 KW2804  HISTORY     - Date     Condition        Report By
 KW2804  HISTORY     - 1959     MONUMENTED       CGS
 KW2804
 KW2804                          STATION DESCRIPTION
 KW2804
 KW2804'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 KW2804'THE STATION IS LOCATED AT THE SOUTH EDGE OF A SMALL MEADOW, NORTH OF
 KW2804'A FENCE ROW AND AT THE NORTH EDGE OF A TIMBER LINE, ON PROPERTY
 KW2804'OWNED BY MR. EARL MCCALED, ABOUT 3 MILES WEST-SOUTHWEST OF
 KW2804'TYLERSVILLE, 0.6 MILE NORTH OF THE CLINTON-CENTER COUNTY
 KW2804'LINE AND 1/2 MILE SOUTH OF FISHING CREEK, BETWEEN COLVEY GAP AND
 KW2804'COLVEY NARROWS.
 KW2804'
 KW2804'TO REACH THE STATION FROM THE JUNCTION OF COUNTY HIGHWAY 18006 AND
 KW2804'STATE HIGHWAY 780 IN TYLERSVILLE, GO WEST ON STATE HIGHWAY
 KW2804'780 FOR 2.68 MILES TO A Y-INTERSECTION.  TAKE THE LEFT FORK, A DIRT
 KW2804'ROAD, AND GO WEST AND SOUTH FOR 0.42 MILE TO A SET OF FARM
 KW2804'BUILDINGS ON THE RIGHT HAND SIDE OF THE ROAD.  CONTINUE SOUTH ON A
 KW2804'FIELD ROAD, KEEPING TO THE LEFT, NORTH, OF THE FARM BUILDINGS
 KW2804'AND GO 0.07 MILE TO A FORK NEAR A LARGE SINK HOLE.  TAKE THE RIGHT
 KW2804'FORK ENTERING A MEADOW AND GO SOUTHEAST ON A DIM TRACK ROAD
 KW2804'ACROSS A MEADOW FOR 0.24 MILE TO THE HIGHEST POINT OF THE
 KW2804'LOW HILL AND STATION AS DESCRIBED.
 KW2804'
 KW2804'THE STATION MARK, A STANDARD DISK STAMPED COLVEY 1959, IS SET IN THE
 KW2804'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS 6 INCHES BELOW
 KW2804'THE SURFACE OF THE GROUND.  IT IS 18.6 FEET NORTH OF A 8-INCH
 KW2804'TRIANGULAR BLAZED OAK TREE WITH A STANDARD STEEL
 KW2804'WITNESS MARKER SECURED TO IT AND 7 FEET SOUTH OF THE SOUTH EDGE OF A
 KW2804'MEADOW.
 KW2804'
 KW2804'REFERENCE MARK 1, A STANDARD DISK STAMPED COLVEY NO 1 1959, IS SET IN
 KW2804'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH
 KW2804'ABOVE THE SURFACE OF THE GROUND.  IT IS 27 FEET NORTHEAST OF A 8-INCH
 KW2804'TRIANGULAR BLAZED OAK TREE AND WITNESS MARKER, 7 FEET SOUTH
 KW2804'OF THE SOUTH EDGE OF A MEADOW ND IS ABOUT 10 INCHES HIGHER THAN THE
 KW2804'STATION.
 KW2804'
 KW2804'REFERENCE MARK 2, A STANDARD DISK STAMPED COLVEY NO 2 1959, IS SET IN
 KW2804'THE TOP OF A SQUARE CONCRETE MO UMENT WHICH PROJECTS 2 INCHES
 KW2804'ABOVE THE SURFACE OF THE GROUND.  IT IS 22.5 FEET SOUTHEAST OF A
 KW2804'8-INCH TRIANGULAR BLAZED OAK TREE AND WITNESS
 KW2804'MARKER, 7 FEET SOUTH OF THE SOUTH EDGE OF A MEADOW AND IS ABOUT 12
 KW2804'INCHES LOWER THAN THE STATION.
 KW2804'
 KW2804'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION AS STATIONS
 KW2804'TYLERSVILLE AND CHUCK ARE INTERVISIBLE AND EITHER MAY BE
 KW2804'USED AS AN AZIMUTH MARK.
 KW2804'
 KW2804'NOTE- PERMISSION MUST BE OBTAINED FROM MR. MCCALED BEFORE DRIVING
 KW2804'THE LAST 0.24 MILE ACROSS THE MEADOW.
 KW2804'
 KW2804'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2195 ***********************************************************************
 MA2195  DESIGNATION -  COMFORT
 MA2195  PID         -  MA2195
 MA2195  STATE/COUNTY-  PA/MCKEAN
 MA2195  USGS QUAD   -  SMETHPORT (1969)
 MA2195
 MA2195                         *CURRENT SURVEY CONTROL
 MA2195  ___________________________________________________________________
 MA2195* NAD 83(1992)-  41 46 31.30728(N)    078 27 44.71308(W)     ADJUSTED  
 MA2195* NAVD 88     -       722.6    (meters)    2371.     (feet)  VERTCON   
 MA2195  ___________________________________________________________________
 MA2195  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 MA2195  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 MA2195
 MA2195  HORZ ORDER  -  FIRST
 MA2195
 MA2195.The horizontal coordinates were established by classical geodetic methods
 MA2195.and adjusted by the National Geodetic Survey in June 2002..
 MA2195
 MA2195.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2195
 MA2195.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2195
 MA2195.The geoid height was determined by GEOID03.
 MA2195
 MA2195;                    North         East     Units Scale Factor Converg.
 MA2195;SPC PA N     -   178,898.232   540,770.369   MT  0.99997632   -0 28 16.7
 MA2195;SPC PA N     -   586,935.28  1,774,177.45   sFT  0.99997632   -0 28 16.7
 MA2195;UTM  17      - 4,627,948.049   710,901.695   MT  1.00014738   +1 41 28.3
 MA2195
 MA2195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2195!SPC PA N     -   0.99989165  x   0.99997632  =   0.99986798
 MA2195!UTM  17      -   0.99989165  x   1.00014738  =   1.00003902
 MA2195
 MA2195|---------------------------------------------------------------------|
 MA2195| PID    Reference Object                     Distance      Geod. Az  |
 MA2195|                                                           dddmmss.s |
 MA2195| CK6848 COMFORT RM 1                         46.064 METERS 05532     |
 MA2195| MA2197 SMETHPORT TV CABLE CO MAST          APPROX. 7.5 KM 0583833.2 |
 MA2195| MA2193 SMETH                               APPROX. 9.7 KM 0620203.3 |
 MA2195| MA2343 MT JEWETT ST POL MAST KGB 202       APPROX.16.1 KM 2434958.7 |
 MA2195| MA2342 MT JEWETT BELL TEL MICROWAVE        APPROX.16.5 KM 2451522.9 |
 MA2195| CK6849 COMFORT RM 2                         23.816 METERS 28918     |
 MA2195|---------------------------------------------------------------------|
 MA2195
 MA2195                          SUPERSEDED SURVEY CONTROL
 MA2195
 MA2195  NAD 83(1996)-  41 46 31.30741(N)    078 27 44.71326(W) AD(       ) 1
 MA2195  NAD 83(1986)-  41 46 31.30883(N)    078 27 44.71144(W) AD(       ) 1
 MA2195  NAD 27      -  41 46 31.07943(N)    078 27 45.64143(W) AD(       ) 1
 MA2195  NGVD 29 (07/19/86)  722.7    (m)         2371.     (f) VERT ANG       
 MA2195
 MA2195.Superseded values are not recommended for survey control.
 MA2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2195.See file dsdata.txt to determine how the superseded data were derived.
 MA2195
 MA2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG1090227948(NAD 83)
 MA2195_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2195_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MA2195
 MA2195  HISTORY     - Date     Condition        Report By
 MA2195  HISTORY     - 1967     MONUMENTED       CGS
 MA2195  HISTORY     - 20051031 GOOD             USPSQD
 MA2195
 MA2195                          STATION DESCRIPTION
 MA2195
 MA2195'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 MA2195'THE STATION IS LOCATED ON THE PROPERTY OF MR. LYNN G. ABBEY, ON THE
 MA2195'HIGHEST POINT OF A WOODED RIDGE, BY A HUNTING CAMP COMFORT, ABOUT 4
 MA2195'1/4 MILES NORTHWEST OF CROSBY AND 3 MILES SOUTH-SOUTHWEST OF
 MA2195'SMETHPORT.
 MA2195'
 MA2195'TO REACH THE STATION FROM THE POST OFFICE IN SMETHPORT, GO WEST ON
 MA2195'U.S. HIGHWAY 6 AND STATE HIGHWAY 59 (W. MAIN STREET) FOR 0.3 MILE TO
 MA2195'THE JUNCTION OF HIGHWAYS.  TURN LEFT ON U.S. HIGHWAY 6 (S. MARVIN
 MA2195'STREET) AND GO 3.1 MILES TO A SIDE ROAD LEFT, BY A LARGE WHITE
 MA2195'FRAME HOUSE, (M.S. COMES STOCK FARM).  TURN LEFT ON IRONS ROAD 347
 MA2195'AND GO SOUTHEAST FOR 1.45 MILES TO THE END OF PAVEMENT AND A SIDE
 MA2195'ROAD LEFT.  CONTINUE ON A GRAVELED ROAD, UPHILL, FOR 0.8 MILE TO A
 MA2195'FORK.  KEEP LEFT, UPHILL, AND GO 0.3 MILE TO A SIDE ROAD LEFT.
 MA2195'TURN LEFT AND GO IN A NORTHERLY DIRECTION ON A GRADED ROAD FOR 0.45
 MA2195'MILE TO A SIDE ROAD RIGHT AND A CLEARING ON THE LEFT.  CONTINUE IN A
 MA2195'NORTHERLY DIRECTION ON THE MAIN ROAD FOR 0.25 MILE TO A CHAIN GATE.
 MA2195'CONTINUE FOR 0.05 MILE TO A SIDE ROAD RIGHT.  CONTINUE ON THE MAIN
 MA2195'ROAD FOR 0.65 MILE TO A FORK.  KEEP RIGHT AND GO NORTHEAST ON A
 MA2195'TRACK ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT, JUST BEFORE
 MA2195'REACHING A FRAME BUILDING.
 MA2195'
 MA2195'THE STATION MARK IS A STANDARD DISK STAMPED COMFORT 1967, SET IN THE
 MA2195'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 6
 MA2195'INCHES ABOVE THE GROUND.  IT IS 115.5 FEET WEST-SOUTHWEST OF THE
 MA2195'SOUTHWEST CORNER OF THE FRAME BUILDING, 109.5 FEET
 MA2195'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A CHIMNEY WHICH IS LOCATED
 MA2195'ON THE WESTERN SIDE OF THE FRAME BUILDING, 35 FEET NORTHWEST OF
 MA2195'THE CENTER OF A TRACK ROAD AND 4.0 FEET SOUTHEAST OF A METAL WITNESS
 MA2195'POST.
 MA2195'
 MA2195'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED COMFORT NO 1 1967
 MA2195'CEMENTED IN A DRILLED HOLE IN THE SOUTHEAST CORNER OF A LARGE
 MA2195'EXPOSED AREA OF OUTCROPPING BEDROCK WITH CHISELED LETTERING WHICH
 MA2195'READS, CAMP LONELY ACRES.  IT IS 35.8 FEET EAST-NORTHEAST OF THE
 MA2195'SOUTHWEST CORNER OF THE FRAME BUILDING, 21.6 FEET EAST OF THE
 MA2195'SOUTHEAST CORNER OF THE BUILDING AND 5 FEET NORTHWEST OF THE CENTER
 MA2195'OF THE TRACK ROAD.
 MA2195'
 MA2195'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED COMFORT NO 2 1967 SET
 MA2195'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 MA2195'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 160.4 FEET WEST OF THE
 MA2195'SOUTHWEST CORNER OF THE CHIMNEY AND 74.4 FEET WEST-NORTHWEST OF
 MA2195'THE METAL WITNESS POST.
 MA2195'
 MA2195'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 MA2195'
 MA2195'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 MA2195
 MA2195                          STATION RECOVERY (2005)
 MA2195
 MA2195'RECOVERY NOTE BY US POWER SQUADRON 2005 (SG)
 MA2195'RM 1, RM2 FOUND GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2484 ***********************************************************************
 KV2484  DESIGNATION -  COMPASS
 KV2484  PID         -  KV2484
 KV2484  STATE/COUNTY-  PA/CHESTER
 KV2484  USGS QUAD   -  HONEY BROOK (1983)
 KV2484
 KV2484                         *CURRENT SURVEY CONTROL
 KV2484  ___________________________________________________________________
 KV2484* NAD 83(1992)-  40 00 31.71449(N)    075 55 37.52018(W)     ADJUSTED  
 KV2484* NAVD 88     -       270.695  (meters)     888.11   (feet)  ADJUSTED  
 KV2484  ___________________________________________________________________
 KV2484  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 KV2484  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 KV2484  DYNAMIC HT  -         270.557 (meters)     887.65  (feet)  COMP
 KV2484  MODELED GRAV-     980,107.1   (mgal)                       NAVD 88
 KV2484
 KV2484  HORZ ORDER  -  SECOND
 KV2484  VERT ORDER  -  SECOND    CLASS 0
 KV2484
 KV2484.The horizontal coordinates were established by classical geodetic methods
 KV2484.and adjusted by the National Geodetic Survey in June 2002..
 KV2484
 KV2484.The orthometric height was determined by differential leveling
 KV2484.and adjusted by the National Geodetic Survey in June 1991..
 KV2484
 KV2484.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV2484
 KV2484.The geoid height was determined by GEOID03.
 KV2484
 KV2484.The dynamic height is computed by dividing the NAVD 88
 KV2484.geopotential number by the normal gravity value computed on the
 KV2484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2484.degrees latitude (g = 980.6199 gals.).
 KV2484
 KV2484.The modeled gravity was interpolated from observed gravity values.
 KV2484
 KV2484;                    North         East     Units Scale Factor Converg.
 KV2484;SPC PA S     -    76,607.604   755,632.644   MT  0.99998906   +1 10 57.7
 KV2484;SPC PA S     -   251,336.78  2,479,104.77   sFT  0.99998906   +1 10 57.7
 KV2484;UTM  18      - 4,429,146.581   420,873.531   MT  0.99967708   -0 35 45.8
 KV2484
 KV2484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV2484!SPC PA S     -   0.99996282  x   0.99998906  =   0.99995188
 KV2484!UTM  18      -   0.99996282  x   0.99967708  =   0.99963991
 KV2484
 KV2484|---------------------------------------------------------------------|
 KV2484| PID    Reference Object                     Distance      Geod. Az  |
 KV2484|                                                           dddmmss.s |
 KV2484| KV2485 COMPASS RM 1                         19.842 METERS 10535     |
 KV2484| CB3864 COMPASS AZ MK                                      2085119.1 |
 KV2484| KV2483 COMPASS RM 2                         23.225 METERS 21936     |
 KV2484|---------------------------------------------------------------------|
 KV2484
 KV2484                          SUPERSEDED SURVEY CONTROL
 KV2484
 KV2484  NAD 83(1991)-  40 00 31.71289(N)    075 55 37.52128(W) AD(       ) 2
 KV2484  NAD 83(1986)-  40 00 31.70553(N)    075 55 37.52439(W) AD(       ) 2
 KV2484  NAD 27      -  40 00 31.33153(N)    075 55 38.70620(W) AD(       ) 2
 KV2484  NGVD 29 (??/??/??)  270.962  (m)          888.98   (f) ADJUSTED    2 0
 KV2484
 KV2484.Superseded values are not recommended for survey control.
 KV2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2484.See file dsdata.txt to determine how the superseded data were derived.
 KV2484
 KV2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK2087429147(NAD 83)
 KV2484_MARKER: DS = TRIANGULATION STATION DISK
 KV2484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2484_STAMPING: COMPASS 1966
 KV2484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2484+STABILITY: SURFACE MOTION
 KV2484
 KV2484  HISTORY     - Date     Condition        Report By
 KV2484  HISTORY     - 1966     MONUMENTED       CGS
 KV2484  HISTORY     - 1966     GOOD             CGS
 KV2484  HISTORY     - 1980     GOOD             NGS
 KV2484  HISTORY     - 1980     GOOD             NGS
 KV2484  HISTORY     - 19910330 GOOD             USPSQD
 KV2484  HISTORY     - 19910330 GOOD             USPSQD
 KV2484
 KV2484                          STATION DESCRIPTION
 KV2484
 KV2484'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KV2484'THE STATION IS LOCATED ABOUT 3.5 MILES NORTH OF PARKESBURG, 2.5 MILES
 KV2484'NORTHWEST OF SADSBURYVILLE, 1 MILE SOUTHEAST OF THE SMALL
 KV2484'SETTLEMENT OF COMPASS AND 2 MILES NORTH OF THE JUNCTION OF U.S.
 KV2484'HIGHWAY 30 AND STATE HIGHWAY 10.  THE PROPERTY IS OWNED BY MR. JIM
 KV2484'SKILES.
 KV2484'
 KV2484'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 KV2484'HIGHWAY 10, WHICH IS ABOUT 2 MILES NORTH OF PARKESBURG, GO
 KV2484'NORTH ON STATE HIGHWAY 10 FOR 1.6 MILES TO TOP OF RIDGE AND
 KV2484'CROSSROADS, TURN RIGHT ON BEACONLIGHT RD. AND GO 0.15 MILE TO A FARM
 KV2484'LANE ON THE RIGHT, CONTINUE EAST ON BEACONLIGHT RD. FOR 0.45 MILE TO
 KV2484'THE STATION ON THE LEFT, THIS IS JUST AFTER PASSING A ROAD LEADING
 KV2484'TO A HOUSETRAILER.
 KV2484'
 KV2484'THE STATION MARK IS 220 FEET EAST OF THE ROAD LEADING TO THE
 KV2484'HOUSETRAILER, 61 FEET NORTH OF THE APPROXIMATE CENTER OF
 KV2484'BEACONLIGHT RD., 14 FEET NORTHEAST OF A 10-INCH DOUBLE TRUNKED
 KV2484'HICKORY TREE AND 4.2 FEET WEST OF A METAL WITNESS POST.  THE MARK IS
 KV2484'A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH
 KV2484'WITH THE GROUND AND STAMPED COMPASS 1966.
 KV2484'
 KV2484'REFERENCE MARK NO. 1 IS 23.5 FEET SOUTHEAST OF A METAL WITNESS POST
 KV2484'AND 19 FEET NORTH OF THE APPROXIMATE CENTER OF BEACONLIGHT RD.
 KV2484'THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 KV2484'PROJECTING 5 INCHES AND STAMPED COMPASS NO 1 1966.
 KV2484'
 KV2484'REFERENCE MARK NO. 2 IS 80 FEET SOUTHWEST OF A METAL WITNESS POST AND
 KV2484'18 FEET NORTH OF THE APPROXIMATE CENTER OF BEACONLIGHT RD.
 KV2484'THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 KV2484'PROJECTING 6 INCHES AND STAMPED COMPASS NO 2 1966.
 KV2484'
 KV2484'THE AZIMUTH MARK IS 17 FEET EAST OF THE WEST EDGE OF CULTIVATED
 KV2484'FIELD, 15 FEET WEST OF THE EAST EDGE OF CULTIVATED FIELD, 4.7
 KV2484'FEET WEST OF A METAL WITNESS POST AND 1 FOOT NORTHEAST OF A 12-INCH
 KV2484'TREE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 KV2484'CONCRETE POST PROJECTING 2 INCHES AND STAMPED COMPASS 1966.
 KV2484'
 KV2484'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF BEACONLIGHT RD. AND
 KV2484'THE FARM LANE, GO SOUTH ON THE FARM LANE FOR 0.05 MILE TO A GATE,
 KV2484'KEEP LEFT ALONG THE FENCE LINE FOR 0.15 MILE TO A ROW OF TREES, TURN
 KV2484'LEFT AND GO EAST ALONG TREE LINE FOR 0.1 MILE TO WHERE THE ROAD
 KV2484'TURNS SOUTH, GO SOUTH ALONG EDGE OF TREES ABOUT 200 FEET TO THE MARK
 KV2484'ON THE RIGHT.
 KV2484'
 KV2484'HEIGHT OF LIGHT ABOVE STATION MARK 29.4 METERS.
 KV2484
 KV2484                          STATION RECOVERY (1966)
 KV2484
 KV2484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KV2484'3.8 MI N FROM PARKESBURG.
 KV2484'ABOUT 3.8 MILES NORTH ALONG STATE HIGHWAY 10 FROM ITS JUNCTION
 KV2484'WITH STATE HIGHWAY 372 IN PARKESBURG TO THE TOP OF MOUNTAIN,
 KV2484'THENCE, EAST ALONG BEACONLIGHT RD. 0.5 MILE, 220 FEET EAST OF A
 KV2484'DRIVEWAY LEADING TO A HOUSE TRAILER, 65.10 FEET WEST OF RM 1,
 KV2484'76.20 FEET NORTHEAST OF RM 2, 61 FEET NORTH OF THE APPROXIMATE
 KV2484'CENTER OF BEACONLIGHT RD., 14 FEET NORTHEAST OF A 10-INCH DOUBLE
 KV2484'TRUNKED HICKORY TREE, 4.2 FEET WEST OF A METAL WITNESS SIGN, SET
 KV2484'IN THE TOP OF A CONCRETE POST, FLUSH, AND IS ABOUT LEVEL WITH
 KV2484'THE ROAD.
 KV2484
 KV2484                          STATION RECOVERY (1980)
 KV2484
 KV2484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 KV2484'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 KV2484'CONDITION.  THE REFERENCE MARKS WERE NOT FOUND AND BELIEVED DESTROYED
 KV2484'WHEN DRIVE WAYS WERE PLACED TO THE HOMES WHICH ARE NEAR THE
 KV2484'STATION.  TWO NEW REFERENCE MARKS WERE ESTABLISHED.
 KV2484'
 KV2484'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 KV2484'STAMPED---COMPASS 1966---SET INTO THE TOP OF A SQUARE CONCRETE
 KV2484'MONUMENT 30 CM (12 INCHES) ON SIDE FLUSH WITH THE GROUND LOCATED
 KV2484'18.75 METERS (61.5 FEET) N FROM THE CENTER OF BEACON LIGHT ROAD, 19.5
 KV2484'METERS (64 FEET) SW FROM THE SOUTHWEST CORNER OF MR. ELLISS MOBILE
 KV2484'HOME, 4.3 METERS (14 FEET) NE FROM A DUBBLE TRUNKED HICKORY TREE, AND
 KV2484'1.25 METERS (4.1 FEET) W FROM A WITNESS POST.
 KV2484'
 KV2484'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 KV2484'STAMPED---COMPASS 1966 NO 3 1980---SET INTO ROCK OUTCROP LOCATED
 KV2484'35.51 METERS (116.5 FEET) N FROM THE CENTER OF BEACON LIGHT ROAD,
 KV2484'16.79 METERS (55.1 FEET) NNE FROM THE WITNESS POST, 13.1 METERS (43
 KV2484'FEET) WNW FROM THE NORTHWEST CORNER OF MR. ELLISS MOBILE HOME, 1.8
 KV2484'METERS (6 FEET) N FROM A 18-INCH OAK TREE, AND 0.6 METER (2 FEET)
 KV2484'HIGHER THAN THE STATION.
 KV2484'
 KV2484'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 KV2484'STAMPED---COMPASS 1966 NO 4 1980---SET INTO ROCK OUTCROP LOCATED
 KV2484'31.1 METERS (102 FEET) N FROM THE CENTER OF BEACON LIGHT ROAD, 20.70
 KV2484'METERS (67.9 FEET) NW FROM THE WITNESS POST, 10.42 METERS (34.2 FEET)
 KV2484'ENE FROM THE SOUTHEAST CORNER OF MR. LAWRENCE LOGGINS HOME, 3.0
 KV2484'METERS (10 FEET) E FROM THE CENTER OF A GRAVELED ROAD, AND 0.3 METER
 KV2484'(1 FOOT) HIGHER THAN THE STATION.
 KV2484'
 KV2484'AZIMUTH MARK IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS)
 KV2484'DISK STAMPED---COMPASS 1966---SET INTO THE TOP OF A SQUARE CONCRETE
 KV2484'MONUMENT 30 CM (12 INCHES) ON SIDE LOCATED 22.9 METERS (75 FEET) N
 KV2484'FROM A WOODS AND 0.6 METER (2 FEET) W FROM A WITNESS POST.
 KV2484'
 KV2484'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON BEACON LIGHT
 KV2484'ROAD FOR 0.15 MILE TO END OF TRUCK TRAVEL.  PACK SOUTH ACROSS
 KV2484'CULTIVATED FIELD FOR 1/4 MILE TO THE MARK IN THE SOUTH PART OF THE
 KV2484'CULTIVATED FIELD.
 KV2484
 KV2484                          STATION RECOVERY (1980)
 KV2484
 KV2484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 KV2484'RECOVERED IN GOOD CONDITION.
 KV2484
 KV2484                          STATION RECOVERY (1991)
 KV2484
 KV2484'RECOVERY NOTE BY US POWER SQUADRON 1991 (RLB)
 KV2484'RECOVERED IN GOOD CONDITION.
 KV2484
 KV2484                          STATION RECOVERY (1991)
 KV2484
 KV2484'RECOVERY NOTE BY US POWER SQUADRON 1991 (FS)
 KV2484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2485 ***********************************************************************
 KV2485  DESIGNATION -  COMPASS RM 1
 KV2485  PID         -  KV2485
 KV2485  STATE/COUNTY-  PA/CHESTER
 KV2485  USGS QUAD   -  HONEY BROOK (1983)
 KV2485
 KV2485                         *CURRENT SURVEY CONTROL
 KV2485  ___________________________________________________________________
 KV2485* NAD 83(1986)-  40 00 31.     (N)    075 55 37.     (W)     SCALED    
 KV2485* NAVD 88     -       270.654  (meters)     887.97   (feet)  ADJUSTED  
 KV2485  ___________________________________________________________________
 KV2485  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 KV2485  DYNAMIC HT  -         270.515 (meters)     887.51  (feet)  COMP
 KV2485  MODELED GRAV-     980,107.1   (mgal)                       NAVD 88
 KV2485
 KV2485  VERT ORDER  -  SECOND    CLASS 0
 KV2485
 KV2485.The horizontal coordinates were scaled from a topographic map and have
 KV2485.an estimated accuracy of +/- 6 seconds.
 KV2485
 KV2485.The orthometric height was determined by differential leveling
 KV2485.and adjusted by the National Geodetic Survey in June 1991..
 KV2485
 KV2485.The geoid height was determined by GEOID03.
 KV2485
 KV2485.The dynamic height is computed by dividing the NAVD 88
 KV2485.geopotential number by the normal gravity value computed on the
 KV2485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2485.degrees latitude (g = 980.6199 gals.).
 KV2485
 KV2485.The modeled gravity was interpolated from observed gravity values.
 KV2485
 KV2485;                    North         East    Units  Estimated Accuracy
 KV2485;SPC PA S     -    76,590.      755,650.      MT  (+/- 180 meters Scaled)
 KV2485
 KV2485                          SUPERSEDED SURVEY CONTROL
 KV2485
 KV2485  NGVD 29 (??/??/??)  270.921  (m)          888.85   (f) ADJUSTED    2 0
 KV2485
 KV2485.Superseded values are not recommended for survey control.
 KV2485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2485.See file dsdata.txt to determine how the superseded data were derived.
 KV2485
 KV2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK208291(NAD 83)
 KV2485_MARKER: DR = REFERENCE MARK DISK
 KV2485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2485_STAMPING: COMPASS NO 1 1966
 KV2485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2485+STABILITY: SURFACE MOTION
 KV2485
 KV2485  HISTORY     - Date     Condition        Report By
 KV2485  HISTORY     - 1966     MONUMENTED       CGS
 KV2485  HISTORY     - 1980     MARK NOT FOUND   NGS
 KV2485  HISTORY     - 19910330 MARK NOT FOUND   USPSQD
 KV2485
 KV2485                          STATION DESCRIPTION
 KV2485
 KV2485'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2485'3.8 MI N FROM PARKESBURG.
 KV2485'AT THE COMPASS STATION SITE-- 65.10 FEET EAST OF THE STATION,
 KV2485'23.5 FEET SOUTHEAST OF A METAL WITNESS SIGN, 19 FEET NORTH OF THE
 KV2485'APPROXIMATE CENTER OF ROAD, SET IN THE TOP OF A CONCRETE POST
 KV2485'PROJECTING 5-INCHES AND IS ABOUT LEVEL WITH BEACONLIGHT ROAD.
 KV2485
 KV2485                          STATION RECOVERY (1980)
 KV2485
 KV2485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 KV2485'MARK NOT FOUND.
 KV2485
 KV2485                          STATION RECOVERY (1991)
 KV2485
 KV2485'RECOVERY NOTE BY US POWER SQUADRON 1991 (DM)
 KV2485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2483 ***********************************************************************
 KV2483  DESIGNATION -  COMPASS RM 2
 KV2483  PID         -  KV2483
 KV2483  STATE/COUNTY-  PA/CHESTER
 KV2483  USGS QUAD   -  HONEY BROOK (1983)
 KV2483
 KV2483                         *CURRENT SURVEY CONTROL
 KV2483  ___________________________________________________________________
 KV2483* NAD 83(1986)-  40 00 31.     (N)    075 55 37.     (W)     SCALED    
 KV2483* NAVD 88     -       270.691  (meters)     888.09   (feet)  ADJUSTED  
 KV2483  ___________________________________________________________________
 KV2483  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 KV2483  DYNAMIC HT  -         270.553 (meters)     887.64  (feet)  COMP
 KV2483  MODELED GRAV-     980,107.1   (mgal)                       NAVD 88
 KV2483
 KV2483  VERT ORDER  -  SECOND    CLASS 0
 KV2483
 KV2483.The horizontal coordinates were scaled from a topographic map and have
 KV2483.an estimated accuracy of +/- 6 seconds.
 KV2483
 KV2483.The orthometric height was determined by differential leveling
 KV2483.and adjusted by the National Geodetic Survey in June 1991..
 KV2483
 KV2483.The geoid height was determined by GEOID03.
 KV2483
 KV2483.The dynamic height is computed by dividing the NAVD 88
 KV2483.geopotential number by the normal gravity value computed on the
 KV2483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2483.degrees latitude (g = 980.6199 gals.).
 KV2483
 KV2483.The modeled gravity was interpolated from observed gravity values.
 KV2483
 KV2483;                    North         East    Units  Estimated Accuracy
 KV2483;SPC PA S     -    76,590.      755,650.      MT  (+/- 180 meters Scaled)
 KV2483
 KV2483                          SUPERSEDED SURVEY CONTROL
 KV2483
 KV2483  NGVD 29 (??/??/??)  270.958  (m)          888.97   (f) ADJUSTED    2 0
 KV2483
 KV2483.Superseded values are not recommended for survey control.
 KV2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2483.See file dsdata.txt to determine how the superseded data were derived.
 KV2483
 KV2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK208291(NAD 83)
 KV2483_MARKER: DR = REFERENCE MARK DISK
 KV2483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2483_STAMPING: COMPASS NO 2 1966
 KV2483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2483+STABILITY: SURFACE MOTION
 KV2483
 KV2483  HISTORY     - Date     Condition        Report By
 KV2483  HISTORY     - 1966     MONUMENTED       CGS
 KV2483  HISTORY     - 1980     MARK NOT FOUND   NGS
 KV2483
 KV2483                          STATION DESCRIPTION
 KV2483
 KV2483'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2483'3.8 MI N FROM PARKESBURG.
 KV2483'AT THE COMPASS STATION SITE-- 76.20 FEET SOUTHWEST OF THE STATION,
 KV2483'80 FEET SOUTHWEST OF A METAL WITNESS SIGN, 18 FEET NORTH OF THE
 KV2483'APPROXIMATE CENTER OF ROAD, SET IN THE TOP OF A CONCRETE POST
 KV2483'PROJECTING 6 INCHES AND IS ABOUT LEVEL WITH THE ROAD.
 KV2483
 KV2483                          STATION RECOVERY (1980)
 KV2483
 KV2483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 KV2483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6685 ***********************************************************************
 KV6685  DESIGNATION -  COMPASS RM 3
 KV6685  PID         -  KV6685
 KV6685  STATE/COUNTY-  PA/CHESTER
 KV6685  USGS QUAD   -  HONEY BROOK (1983)
 KV6685
 KV6685                         *CURRENT SURVEY CONTROL
 KV6685  ___________________________________________________________________
 KV6685* NAD 83(1986)-  40 00 31.     (N)    075 55 37.     (W)     SCALED    
 KV6685* NAVD 88     -       271.40   (+/-2cm)     890.4    (feet)  VERTCON   
 KV6685  ___________________________________________________________________
 KV6685  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 KV6685
 KV6685  VERT ORDER  -  THIRD (See Below)
 KV6685
 KV6685.The horizontal coordinates were scaled from a topographic map and have
 KV6685.an estimated accuracy of +/- 6 seconds.
 KV6685
 KV6685.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6685.The vertical order pertains to the NGVD 29 superseded value.
 KV6685
 KV6685.The geoid height was determined by GEOID03.
 KV6685
 KV6685;                    North         East    Units  Estimated Accuracy
 KV6685;SPC PA S     -    76,590.      755,650.      MT  (+/- 180 meters Scaled)
 KV6685
 KV6685                          SUPERSEDED SURVEY CONTROL
 KV6685
 KV6685  NGVD 29 (02/24/03)  271.67   (m)          891.3    (f) RESET       3  
 KV6685
 KV6685.Superseded values are not recommended for survey control.
 KV6685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6685.See file dsdata.txt to determine how the superseded data were derived.
 KV6685
 KV6685_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK208291(NAD 83)
 KV6685_MARKER: DR = REFERENCE MARK DISK
 KV6685_SETTING: 66 = SET IN ROCK OUTCROP
 KV6685_SP_SET: ROCK OUTCROP
 KV6685_STAMPING: COMPASS 1966 NO 3 1980
 KV6685_MARK LOGO: NGS   
 KV6685_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6685_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV6685+STABILITY: POSITION/ELEVATION WELL
 KV6685
 KV6685  HISTORY     - Date     Condition        Report By
 KV6685  HISTORY     - 1980     MONUMENTED       NGS
 KV6685
 KV6685                          STATION DESCRIPTION
 KV6685
 KV6685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 KV6685'LOCATED 2.5 MILES NORTH ALONG STATE HIGHWAY 10 FROM ITS JUNCTION WITH
 KV6685'U.S. HIGHWAY 30, THENCE EAST ALONG BEACON LIGHT ROAD FOR 0.5 MILE TO
 KV6685'THE MARK, 116.5 FEET NORTH OF THE CENTER OF THE ROAD, 43 FEET
 KV6685'WEST-NORTHWEST OF THE NORTHWEST CORNER OF MR.OSCAR ELLISS MOBILE
 KV6685'HOME AND 6 FEET NORTH OF A 18-INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6686 ***********************************************************************
 KV6686  DESIGNATION -  COMPASS RM 4
 KV6686  PID         -  KV6686
 KV6686  STATE/COUNTY-  PA/CHESTER
 KV6686  USGS QUAD   -  HONEY BROOK (1983)
 KV6686
 KV6686                         *CURRENT SURVEY CONTROL
 KV6686  ___________________________________________________________________
 KV6686* NAD 83(1986)-  40 00 31.     (N)    075 55 37.     (W)     SCALED    
 KV6686* NAVD 88     -       271.09   (+/-2cm)     889.4    (feet)  VERTCON   
 KV6686  ___________________________________________________________________
 KV6686  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 KV6686
 KV6686  VERT ORDER  -  THIRD (See Below)
 KV6686
 KV6686.The horizontal coordinates were scaled from a topographic map and have
 KV6686.an estimated accuracy of +/- 6 seconds.
 KV6686
 KV6686.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6686.The vertical order pertains to the NGVD 29 superseded value.
 KV6686
 KV6686.The geoid height was determined by GEOID03.
 KV6686
 KV6686;                    North         East    Units  Estimated Accuracy
 KV6686;SPC PA S     -    76,590.      755,650.      MT  (+/- 180 meters Scaled)
 KV6686
 KV6686                          SUPERSEDED SURVEY CONTROL
 KV6686
 KV6686  NGVD 29 (02/24/03)  271.35   (m)          890.3    (f) RESET       3  
 KV6686
 KV6686.Superseded values are not recommended for survey control.
 KV6686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6686.See file dsdata.txt to determine how the superseded data were derived.
 KV6686
 KV6686_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK208291(NAD 83)
 KV6686_MARKER: DR = REFERENCE MARK DISK
 KV6686_SETTING: 66 = SET IN ROCK OUTCROP
 KV6686_SP_SET: ROCK OUTCROP
 KV6686_STAMPING: COMPASS 1966 NO 4 1980
 KV6686_MARK LOGO: NGS   
 KV6686_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6686_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV6686+STABILITY: POSITION/ELEVATION WELL
 KV6686
 KV6686  HISTORY     - Date     Condition        Report By
 KV6686  HISTORY     - 1980     MONUMENTED       NGS
 KV6686
 KV6686                          STATION DESCRIPTION
 KV6686
 KV6686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 KV6686'LOCATED 2.5 MILES NORTH ALONG STATE HIGHWAY 10 FROM ITS JUNCTION WITH
 KV6686'U.S. HIGHWAY 30, THENCE EAST ALONG BEACON LIGHT ROAD FOR 0.5 MILE TO
 KV6686'THE MARK ON THE LEFT, 102 FEET NORTH OF THE CENTER OF THE ROAD AND
 KV6686'34.2 FEET NORTHEAST OF THE SOUTHEAST CORNER OF MR. LAWRENCE LOGGINS
 KV6686'MOBILE HOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0175 ***********************************************************************
 LZ0175  DESIGNATION -  COMSTOCK
 LZ0175  PID         -  LZ0175
 LZ0175  STATE/COUNTY-  PA/COLUMBIA
 LZ0175  USGS QUAD   -  MIFFLINVILLE (1989)
 LZ0175
 LZ0175                         *CURRENT SURVEY CONTROL
 LZ0175  ___________________________________________________________________
 LZ0175* NAD 83(1992)-  41 00 57.53613(N)    076 17 58.85093(W)     ADJUSTED  
 LZ0175* NAVD 88     -       267.834  (meters)     878.72   (feet)  ADJUSTED  
 LZ0175  ___________________________________________________________________
 LZ0175  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 LZ0175  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 LZ0175  DYNAMIC HT  -         267.723 (meters)     878.35  (feet)  COMP
 LZ0175  MODELED GRAV-     980,199.3   (mgal)                       NAVD 88
 LZ0175
 LZ0175  HORZ ORDER  -  SECOND
 LZ0175  VERT ORDER  -  SECOND    CLASS 0
 LZ0175
 LZ0175.The horizontal coordinates were established by classical geodetic methods
 LZ0175.and adjusted by the National Geodetic Survey in June 2002..
 LZ0175
 LZ0175.The orthometric height was determined by differential leveling
 LZ0175.and adjusted by the National Geodetic Survey in June 1991..
 LZ0175
 LZ0175.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ0175
 LZ0175.The geoid height was determined by GEOID03.
 LZ0175
 LZ0175.The dynamic height is computed by dividing the NAVD 88
 LZ0175.geopotential number by the normal gravity value computed on the
 LZ0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0175.degrees latitude (g = 980.6199 gals.).
 LZ0175
 LZ0175.The modeled gravity was interpolated from observed gravity values.
 LZ0175
 LZ0175;                    North         East     Units Scale Factor Converg.
 LZ0175;SPC PA N     -    95,340.994   721,985.403   MT  0.99998124   +0 57 34.0
 LZ0175;SPC PA N     -   312,797.91  2,368,713.78   sFT  0.99998124   +0 57 34.0
 LZ0175;UTM  18      - 4,541,344.727   390,719.942   MT  0.99974698   -0 51 10.9
 LZ0175
 LZ0175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ0175!SPC PA N     -   0.99996310  x   0.99998124  =   0.99994434
 LZ0175!UTM  18      -   0.99996310  x   0.99974698  =   0.99971009
 LZ0175
 LZ0175:                Primary Azimuth Mark                     Grid Az
 LZ0175:SPC PA N     -  HETLERVILLE                              098 15 52.1
 LZ0175:UTM  18      -  HETLERVILLE                              100 04 37.0
 LZ0175
 LZ0175|---------------------------------------------------------------------|
 LZ0175| PID    Reference Object                     Distance      Geod. Az  |
 LZ0175|                                                           dddmmss.s |
 LZ0175| LZ0170 HETLERVILLE                         APPROX. 3.4 KM 0991326.1 |
 LZ0175| LZ0176 COMSTOCK RM 1                        24.918 METERS 21605     |
 LZ0175| LZ0174 COMSTOCK RM 2                        26.560 METERS 32529     |
 LZ0175|---------------------------------------------------------------------|
 LZ0175
 LZ0175                          SUPERSEDED SURVEY CONTROL
 LZ0175
 LZ0175  NAD 83(1986)-  41 00 57.53334(N)    076 17 58.85466(W) AD(       ) 2
 LZ0175  NAD 27      -  41 00 57.22340(N)    076 18 00.08730(W) AD(       ) 2
 LZ0175  NGVD 29 (??/??/92)  268.049  (m)          879.42   (f) ADJ UNCH    2 0
 LZ0175
 LZ0175.Superseded values are not recommended for survey control.
 LZ0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0175.See file dsdata.txt to determine how the superseded data were derived.
 LZ0175
 LZ0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL9072041345(NAD 83)
 LZ0175_MARKER: DS = TRIANGULATION STATION DISK
 LZ0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0175_STAMPING: COMSTOCK 1958
 LZ0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0175+STABILITY: SURFACE MOTION
 LZ0175
 LZ0175  HISTORY     - Date     Condition        Report By
 LZ0175  HISTORY     - 1958     MONUMENTED       CGS
 LZ0175  HISTORY     - 1958     GOOD             CGS
 LZ0175
 LZ0175                          STATION DESCRIPTION
 LZ0175
 LZ0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JMR)
 LZ0175'THE STATION IS LOCATED ON AN EAST-WEST TIMBER COVERED RIDGE, ABOUT 3
 LZ0175'MILES SOUTHWEST OF BERWICK, ABOUT 2 MILES WEST OF THE VILLAGE OF
 LZ0175'HETLERVILLE AND ABOUT 1-1/2 MILES SOUTH OF MIFFLINVILLE AND IS ON
 LZ0175'PROPERTY OWNED BY MR. COMSTOCK.
 LZ0175'
 LZ0175'TO REACH THE STATION FROM THE SOUTH END OF THE MIFFLINVILLE BRIDGE
 LZ0175'WHICH SPANS THE NORTH BRANCH OF THE SUSQUEHANNA RIVER, TURN
 LZ0175'LEFT AT THE INTERSECTION AND GO EAST AND SOUTH FOR 0.17 MILE TO THE
 LZ0175'INTERSECTION OF THIRD STREET AND MARKET STREET.  CROSS THIRD
 LZ0175'STREET AND CONTINUE SOUTH ON MARKET STREET AND A MACADAM ROAD FOR
 LZ0175'0.87 MILE TO A Y-INTERSECTION.  TAKE THE LEFT FORK AND GO
 LZ0175'SOUTH FOR 0.42 MILE TO A FIELD ENTRANCE ON THE WEST SIDE OF THE ROAD
 LZ0175'(ABOUT 150 FEET NORTH OF MR COMSTOCKS MAIL BOX AND DRIVEWAY ON THE
 LZ0175'EAST SIDE OF THE ROAD).  TURN RIGHT AND GO WEST ACROSS A MEADOW
 LZ0175'ON A DIM TRACK ROAD FOR 0.27 MILE TO THE EXTREME SOUTHWEST CORNER OF
 LZ0175'THE MEADOW AND THE WEST EDGE OF THE TIMBER AND A TRACK ROAD.  BEAR
 LZ0175'LEFT AND GO SOUTHWEST AND SOUTH ON THE TRACK ROAD THROUGH THE WOODS
 LZ0175'FOR 0.06 MILE TO THE EDGE OF A SMALL MEADOW, A STANDARD METAL WITNESS
 LZ0175'POST AND THE STATION.
 LZ0175'
 LZ0175'THE STATION MARK, A STANDARD DISK STAMPED COMSTOCK 1958, IS SET IN
 LZ0175'THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE
 LZ0175'GROUND.  IT IS ABOUT 300 FEET WEST OF THE HIGHEST POINT OF THE RIDGE,
 LZ0175'12 FEET EAST OF A 4-INCH OAK TREE WITH A TRIANGULAR BLAZE, 10-FEET
 LZ0175'NORTHEAST OF A 4-INCH ASH TREE WITH A TRIANGULAR BLAZE AND 11 FEET
 LZ0175'EAST OF A STANDARD METAL WITNESS POST.
 LZ0175'
 LZ0175'REFERENCE MARK 1, A STANDARD DISK STAMPED COMSTOCK NO 1 1958, IS SET
 LZ0175'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 LZ0175'SURFACE OF THE GROUND AND IS ABOUT 3 FEET LOWER THAN THE STATION.
 LZ0175'
 LZ0175'REFERENCE MARK 2, A STANDARD DISK STAMPED COMSTOCK NO 2 1958, IS SET
 LZ0175'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 LZ0175'SURFACE OF THE GROUND AND IS ABOUT 4 FEET LOWER THAN THE STATION.
 LZ0175'
 LZ0175'STATION HETLERVILLE MAY BE USED AS AN AZIMUTH MARK.
 LZ0175
 LZ0175                          STATION RECOVERY (1958)
 LZ0175
 LZ0175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LZ0175'1.5 MI S FROM MIFFLINVILLE.
 LZ0175'ABOUT 0.85 MILE SOUTH ALONG A BLACKTOP ROAD FROM THE POST OFFICE
 LZ0175'AT MIFFLINVILLE TO A Y-INTERSECTION.  TAKE THE LEFT FORK AND GO
 LZ0175'SOUTH FOR 0.42 MILE TO A FIELD ENTRANCE ON THE WEST SIDE OF THE
 LZ0175'ROAD (ABOUT 150 FEET NORTH OF MR. COMSTOCKS MAIL BOX AND DRIVEWAY
 LZ0175'ON THE EAST SIDE OF THE ROAD).  TURN RIGHT AND TO WEST ACROSS A
 LZ0175'MEADOW ON A DIM TRACK ROAD FOR 0.27 MILE TO THE EXTREME SOUTHWEST
 LZ0175'CORNER OF THE MEADOW AND THE WEST EDGE OF THE TIMBER AND A TRACK
 LZ0175'ROAD.  BEAR LEFT AND GO SOUTHWEST AND SOUTH ON THE TRACK ROAD
 LZ0175'THROUGH THE WOODS FOR 0.06 MILE TO THE EDGE OF A SMALL MEADOW.
 LZ0175'IT IS 300 FEET WEST OF THE HIGHEST POINT OF THE RIDGE, 12 FEET
 LZ0175'EAST OF A 4-INCH OAK TREE WITH A TRIANGULAR BLAZE AND 11 FEET
 LZ0175'EAST OF A STANDARD METAL WITNESS POST.  IT IS SET IN THE TOP OF
 LZ0175'A SQUARE CONCRETE POST FLUSH WITH THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0176 ***********************************************************************
 LZ0176  DESIGNATION -  COMSTOCK RM 1
 LZ0176  PID         -  LZ0176
 LZ0176  STATE/COUNTY-  PA/COLUMBIA
 LZ0176  USGS QUAD   -  MIFFLINVILLE (1989)
 LZ0176
 LZ0176                         *CURRENT SURVEY CONTROL
 LZ0176  ___________________________________________________________________
 LZ0176* NAD 83(1986)-  41 00 57.     (N)    076 17 59.     (W)     SCALED    
 LZ0176* NAVD 88     -       264.289  (meters)     867.09   (feet)  ADJUSTED  
 LZ0176  ___________________________________________________________________
 LZ0176  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 LZ0176  DYNAMIC HT  -         264.179 (meters)     866.73  (feet)  COMP
 LZ0176  MODELED GRAV-     980,199.3   (mgal)                       NAVD 88
 LZ0176
 LZ0176  VERT ORDER  -  SECOND    CLASS 0
 LZ0176
 LZ0176.The horizontal coordinates were scaled from a topographic map and have
 LZ0176.an estimated accuracy of +/- 6 seconds.
 LZ0176
 LZ0176.The orthometric height was determined by differential leveling
 LZ0176.and adjusted by the National Geodetic Survey in June 1991..
 LZ0176
 LZ0176.The geoid height was determined by GEOID03.
 LZ0176
 LZ0176.The dynamic height is computed by dividing the NAVD 88
 LZ0176.geopotential number by the normal gravity value computed on the
 LZ0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0176.degrees latitude (g = 980.6199 gals.).
 LZ0176
 LZ0176.The modeled gravity was interpolated from observed gravity values.
 LZ0176
 LZ0176;                    North         East    Units  Estimated Accuracy
 LZ0176;SPC PA N     -    95,320.      721,980.      MT  (+/- 180 meters Scaled)
 LZ0176
 LZ0176                          SUPERSEDED SURVEY CONTROL
 LZ0176
 LZ0176  NGVD 29 (??/??/92)  264.504  (m)          867.79   (f) ADJ UNCH    2 0
 LZ0176
 LZ0176.Superseded values are not recommended for survey control.
 LZ0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0176.See file dsdata.txt to determine how the superseded data were derived.
 LZ0176
 LZ0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL907413(NAD 83)
 LZ0176_MARKER: DR = REFERENCE MARK DISK
 LZ0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0176_STAMPING: COMSTOCK NO 1 1958
 LZ0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0176+STABILITY: SURFACE MOTION
 LZ0176
 LZ0176  HISTORY     - Date     Condition        Report By
 LZ0176  HISTORY     - 1958     MONUMENTED       CGS
 LZ0176
 LZ0176                          STATION DESCRIPTION
 LZ0176
 LZ0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LZ0176'1.5 MI S FROM MIFFLINVILLE.
 LZ0176'ABOUT 0.85 MILE SOUTH ALONG A BLACKTOP ROAD FROM THE POST OFFICE
 LZ0176'AT MIFFLINVILLE TO A Y-INTERSECTION.  TAKE THE LEFT FORK AND GO
 LZ0176'SOUTH FOR 0.42 MILE TO A FIELD ENTRANCE ON THE WEST SIDE OF THE
 LZ0176'ROAD (ABOUT 150 FEET NORTH OF MR. COMSTOCKS MAIL BOX AND DRIVEWAY
 LZ0176'ON THE EAST SIDE OF THE ROAD).  TURN RIGHT AND TO WEST ACROSS A
 LZ0176'MEADOW ON A DIM TRACK ROAD FOR 0.27 MILE TO THE EXTREME SOUTHWEST
 LZ0176'CORNER OF THE MEADOW AND THE WEST EDGE OF THE TIMBER AND A TRACK
 LZ0176'ROAD.  BEAR LEFT AND GO SOUTHWEST AND SOUTH ON THE TRACK ROAD
 LZ0176'THROUGH THE WOODS FOR 0.06 MILE TO THE EDGE OF A SMALL MEADOW.
 LZ0176'IT IS 82 FEET NORTHWEST OF THE STATION, AND SET IN THE TOP OF A
 LZ0176'SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0174 ***********************************************************************
 LZ0174  DESIGNATION -  COMSTOCK RM 2
 LZ0174  PID         -  LZ0174
 LZ0174  STATE/COUNTY-  PA/COLUMBIA
 LZ0174  USGS QUAD   -  MIFFLINVILLE (1989)
 LZ0174
 LZ0174                         *CURRENT SURVEY CONTROL
 LZ0174  ___________________________________________________________________
 LZ0174* NAD 83(1986)-  41 00 57.     (N)    076 17 59.     (W)     SCALED    
 LZ0174* NAVD 88     -       264.879  (meters)     869.02   (feet)  ADJUSTED  
 LZ0174  ___________________________________________________________________
 LZ0174  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 LZ0174  DYNAMIC HT  -         264.769 (meters)     868.66  (feet)  COMP
 LZ0174  MODELED GRAV-     980,199.3   (mgal)                       NAVD 88
 LZ0174
 LZ0174  VERT ORDER  -  SECOND    CLASS 0
 LZ0174
 LZ0174.The horizontal coordinates were scaled from a topographic map and have
 LZ0174.an estimated accuracy of +/- 6 seconds.
 LZ0174
 LZ0174.The orthometric height was determined by differential leveling
 LZ0174.and adjusted by the National Geodetic Survey in June 1991..
 LZ0174
 LZ0174.The geoid height was determined by GEOID03.
 LZ0174
 LZ0174.The dynamic height is computed by dividing the NAVD 88
 LZ0174.geopotential number by the normal gravity value computed on the
 LZ0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0174.degrees latitude (g = 980.6199 gals.).
 LZ0174
 LZ0174.The modeled gravity was interpolated from observed gravity values.
 LZ0174
 LZ0174;                    North         East    Units  Estimated Accuracy
 LZ0174;SPC PA N     -    95,320.      721,980.      MT  (+/- 180 meters Scaled)
 LZ0174
 LZ0174                          SUPERSEDED SURVEY CONTROL
 LZ0174
 LZ0174  NGVD 29 (??/??/92)  265.094  (m)          869.73   (f) ADJ UNCH    2 0
 LZ0174
 LZ0174.Superseded values are not recommended for survey control.
 LZ0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0174.See file dsdata.txt to determine how the superseded data were derived.
 LZ0174
 LZ0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL907413(NAD 83)
 LZ0174_MARKER: DR = REFERENCE MARK DISK
 LZ0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0174_STAMPING: COMSTOCK NO 2 1958
 LZ0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0174+STABILITY: SURFACE MOTION
 LZ0174
 LZ0174  HISTORY     - Date     Condition        Report By
 LZ0174  HISTORY     - 1958     MONUMENTED       CGS
 LZ0174
 LZ0174                          STATION DESCRIPTION
 LZ0174
 LZ0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LZ0174'1.5 MI S FROM MIFFLINVILLE.
 LZ0174'ABOUT 0.85 MILE SOUTH ALONG A BLACKTOP ROAD FROM THE POST OFFICE
 LZ0174'AT MIFFLINVILLE TO A Y-INTERSECTION.  TAKE THE LEFT FORK AND GO
 LZ0174'SOUTH FOR 0.42 MILE TO A FIELD ENTRANCE ON THE WEST SIDE OF THE
 LZ0174'ROAD (ABOUT 150 FEET NORTH OF MR. COMSTOCKS MAIL BOX AND DRIVEWAY
 LZ0174'ON THE EAST SIDE OF THE ROAD).  TURN RIGHT AND TO WEST ACROSS A
 LZ0174'MEADOW ON A DIM TRACK ROAD FOR 0.27 MILE TO THE EXTREME SOUTHWEST
 LZ0174'CORNER OF THE MEADOW AND THE WEST EDGE OF THE TIMBER AND A TRACK
 LZ0174'ROAD.  BEAR LEFT AND GO SOUTHWEST AND SOUTH ON THE TRACK ROAD
 LZ0174'THROUGH THE WOODS FOR 0.06 MILE TO THE EDGE OF A SMALL MEADOW.
 LZ0174'IT IS 87 FEET NORTHWEST OF THE STATION, AND SET IN THE TOP OF A
 LZ0174'SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1973 ***********************************************************************
 KX1973  DESIGNATION -  CONCORD
 KX1973  PID         -  KX1973
 KX1973  STATE/COUNTY-  PA/ARMSTRONG
 KX1973  USGS QUAD   -  DISTANT (1993)
 KX1973
 KX1973                         *CURRENT SURVEY CONTROL
 KX1973  ___________________________________________________________________
 KX1973* NAD 83(1992)-  40 53 35.68333(N)    079 19 23.32464(W)     ADJUSTED  
 KX1973* NAVD 88     -       524.     (meters)    1719.     (feet)  SCALED    
 KX1973  ___________________________________________________________________
 KX1973  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 KX1973  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KX1973
 KX1973  HORZ ORDER  -  FIRST
 KX1973
 KX1973.The horizontal coordinates were established by classical geodetic methods
 KX1973.and adjusted by the National Geodetic Survey in June 2002..
 KX1973
 KX1973.The orthometric height was scaled from a topographic map.
 KX1973
 KX1973.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1973
 KX1973.The geoid height was determined by GEOID03.
 KX1973
 KX1973;                    North         East     Units Scale Factor Converg.
 KX1973;SPC PA S     -   174,389.684   467,438.200   MT  0.99998928   -1 01 14.3
 KX1973;SPC PA S     -   572,143.49  1,533,586.83   sFT  0.99998928   -1 01 14.3
 KX1973;SPC PA N     -    81,893.402   467,437.268   MT  0.99999841   -1 02 26.5
 KX1973;SPC PA N     -   268,678.60  1,533,583.77   sFT  0.99999841   -1 02 26.5
 KX1973;UTM  17      - 4,528,259.799   641,256.230   MT  0.99984559   +1 05 52.6
 KX1973
 KX1973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX1973!SPC PA S     -   0.99992302  x   0.99998928  =   0.99991230
 KX1973!SPC PA N     -   0.99992302  x   0.99999841  =   0.99992143
 KX1973!UTM  17      -   0.99992302  x   0.99984559  =   0.99976862
 KX1973
 KX1973|---------------------------------------------------------------------|
 KX1973| PID    Reference Object                     Distance      Geod. Az  |
 KX1973|                                                           dddmmss.s |
 KX1973| CX3462 CONCORD RM 1                         14.784 METERS 08458     |
 KX1973| KX1970 CLEVER                               14.508 METERS 17759     |
 KX1973| CX3461 CONCORD AZ MK                                      2011834.3 |
 KX1973|---------------------------------------------------------------------|
 KX1973
 KX1973                          SUPERSEDED SURVEY CONTROL
 KX1973
 KX1973  NAD 83(1986)-  40 53 35.68552(N)    079 19 23.32975(W) AD(       ) 1
 KX1973  NAD 27      -  40 53 35.44830(N)    079 19 24.19430(W) AD(       ) 1
 KX1973
 KX1973.Superseded values are not recommended for survey control.
 KX1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1973.See file dsdata.txt to determine how the superseded data were derived.
 KX1973
 KX1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF4125628260(NAD 83)
 KX1973_MARKER: DS = TRIANGULATION STATION DISK
 KX1973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1973_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KX1973+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2000
 KX1973
 KX1973  HISTORY     - Date     Condition        Report By
 KX1973  HISTORY     - 1958     MONUMENTED       CGS
 KX1973  HISTORY     - 1968     GOOD             LOCENG
 KX1973  HISTORY     - 20000922 GOOD             LOCENG
 KX1973
 KX1973                          STATION DESCRIPTION
 KX1973
 KX1973'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX1973'THE STATION IS APPROXIMATELY 1.0 MILE SOUTHWEST OF BELKNAP, 1.0 MILE
 KX1973'NORTHEAST OF MUFF ON THE SUMMIT OF A BRUSH AND SMALL
 KX1973'TIMBERED COVERED RIDGE AND ON THE PROPERTY OF MR. WAYNE REPINE.
 KX1973'
 KX1973'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 28, 66 AND 85, ABOUT 2.0
 KX1973'MILES EAST OF KITTANNING, GO NORTHEAST ON HIGHWAY 28 AND 66
 KX1973'FOR 6.7 MILES TO A PAVED SIDE ROAD RIGHT, (JUST AFTER PASSING THE
 KX1973'PEOPLES NATURAL GAS CO.  COMPRESSING STATION ON RIGHT)
 KX1973'TURN RIGHT, AND GO 3.1 MILES TO CROSSROADS IN THE SMALL VILLAGE OF
 KX1973'MUFF, CONTINUE STRAIGHT AHEAD AND GO 0.8 MILE TO THE AZIMUTH
 KX1973'MARK ON THE RIGHT NEAR POWER LINE POLE, CONTINUE STRAIGHT AHEAD FOR
 KX1973'0.05 MILE TO CEMETERY ENTRANCE ON LEFT AND THE CONCORD
 KX1973'PRESBYTERIAN CHURCH ON THE RIGHT, TURN LEFT ON GRAVEL DRIVE AND
 KX1973'GO NORTH FOR ABOUT 200 FEET TO SMALL SHED, PASS TO THE RIGHT OF SHED
 KX1973'AND FOLLOW DIM TRACK ROAD, UPHILL, THROUGH BRUSH FOR 0.2
 KX1973'MILE TO THE STATION NEAR THE HIGHEST PART OF HILL AND JUST NORTH OF
 KX1973'ROW OF SMALL TIMBER.
 KX1973'
 KX1973'STATION MARKS ARE STANDARD DISKS STAMPED CONCORD 1958. THE SURFACE
 KX1973'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4
 KX1973'INCHES. IT IS 17 FEET NORTHWEST OF A SMALL TREE WITH TRIANGULAR BLAZE
 KX1973'AND 13 FEET EAST OF THE CENTER OF TRACK ROAD. A STANDARD
 KX1973'WITNESS POST WAS SET 5 FEET NORTH OF THE MARK. THE UNDERGROUND DISK
 KX1973'IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW
 KX1973'THE SURFACE OF THE GROUND.
 KX1973'
 KX1973'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CONCORD NO 1 1958, IS
 KX1973'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES. IT IS 10
 KX1973'FEET NORTH-NORTHWEST OF A SMALL TREE WITH BLAZE, ON THE EAST SLOPE OF
 KX1973'HILL AND ABOUT 1 FOOT LOWER THAN THE STATION.
 KX1973'
 KX1973'CLEVER (USGS) IS A U.S. GEOLOGICAL SURVEY STATION DISK, NO STAMPING,
 KX1973'SET IN AN 8-INCH SQUARE CONCRETE POST WHICH PROJECTS 12
 KX1973'INCHES. IT IS 6 FEET NORTH OF AN OLD FENCE LINE, 6 FEET
 KX1973'EAST-NORTHEAST OF A 4-INCH TREE WITH BLAZE AND 15 FEET
 KX1973'EAST-SOUTHEAST OF THE CENTER OF TRACK ROAD.
 KX1973'
 KX1973'USED MARK IS PUNCH HOLE IN A LEAD PIN EMBEDDED IN THE TOP OF A 6-INCH
 KX1973'SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT
 KX1973'IS LOCATED ALONG THE SUMMIT OF RIDGE AND IN THE CENTER OF TRACK ROAD.
 KX1973'
 KX1973'AZIMUTH MARK IS A STANDARD DISK STAMPED CONCORD 1958, SET IN A SQUARE
 KX1973'CONCRETE POST WHICH PROJECTS 6 INCHES. IT IS 173 FEET WEST OF
 KX1973'THE NORTHWEST CORNER OF CHURCH, 20 FEET SOUTH OF THE CENTER OF PAVED
 KX1973'ROAD AND 2 FEET EAST OF A POWER LINE POLE. A STANDARD
 KX1973'WITNESS POST WAS SET 2 FEET EAST OF THE MARK.
 KX1973'
 KX1973'NOTE-A TRAVERSE CONNECTION WAS MADE TO USED AND CLEVER (USGS).
 KX1973
 KX1973                          STATION RECOVERY (1968)
 KX1973
 KX1973'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968 (EDL)
 KX1973'RECOVERED BY L. ROBERT KIMBALL.
 KX1973'
 KX1973'ALL MARKS IN GOOD CONDITION
 KX1973'
 KX1973'AZ. MARK NOT VISIBLE FROM GROUND AT STATION DUE TO GROWTH OF PINE
 KX1973'TREES
 KX1973
 KX1973                          STATION RECOVERY (2000)
 KX1973
 KX1973'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (WES)
 KX1973'NOAA CARSONITE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3148 ***********************************************************************
 KY3148  DESIGNATION -  CONCORD
 KY3148  PID         -  KY3148
 KY3148  STATE/COUNTY-  PA/GREENE
 KY3148  USGS QUAD   -  PROSPERITY (1977)
 KY3148
 KY3148                         *CURRENT SURVEY CONTROL
 KY3148  ___________________________________________________________________
 KY3148* NAD 83(1992)-  40 00 20.46248(N)    080 19 43.92634(W)     ADJUSTED  
 KY3148* NAVD 88     -       466.     (meters)    1529.     (feet)  SCALED    
 KY3148  ___________________________________________________________________
 KY3148  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 KY3148  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 KY3148
 KY3148  HORZ ORDER  -  THIRD
 KY3148
 KY3148.The horizontal coordinates were established by classical geodetic methods
 KY3148.and adjusted by the National Geodetic Survey in June 2002..
 KY3148
 KY3148.The orthometric height was scaled from a topographic map.
 KY3148
 KY3148.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3148
 KY3148.The geoid height was determined by GEOID03.
 KY3148
 KY3148;                    North         East     Units Scale Factor Converg.
 KY3148;SPC PA S     -    77,869.129   379,832.351   MT  0.99998947   -1 40 23.3
 KY3148;SPC PA S     -   255,475.63  1,246,166.64   sFT  0.99998947   -1 40 23.3
 KY3148;UTM  17      - 4,428,603.770   557,283.069   MT  0.99964039   +0 25 53.2
 KY3148
 KY3148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3148!SPC PA S     -   0.99993217  x   0.99998947  =   0.99992164
 KY3148!UTM  17      -   0.99993217  x   0.99964039  =   0.99957258
 KY3148
 KY3148|---------------------------------------------------------------------|
 KY3148| PID    Reference Object                     Distance      Geod. Az  |
 KY3148|                                                           dddmmss.s |
 KY3148| CX3467 CONCORD RM 2                         10.598 METERS 09052     |
 KY3148| JX1885 TIME                                APPROX. 7.5 KM 2200642.6 |
 KY3148| CX3466 CONCORD RM 1                          9.940 METERS 35005     |
 KY3148|---------------------------------------------------------------------|
 KY3148
 KY3148                          SUPERSEDED SURVEY CONTROL
 KY3148
 KY3148  NAD 83(1995)-  40 00 20.46244(N)    080 19 43.92640(W) AD(       ) 3
 KY3148  NAD 83(1986)-  40 00 20.46871(N)    080 19 43.93293(W) AD(       ) 3
 KY3148  NAD 27      -  40 00 20.20660(N)    080 19 44.69790(W) AD(       ) 3
 KY3148
 KY3148.Superseded values are not recommended for survey control.
 KY3148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3148.See file dsdata.txt to determine how the superseded data were derived.
 KY3148
 KY3148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE5728328604(NAD 83)
 KY3148_MARKER: DS = TRIANGULATION STATION DISK
 KY3148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3148_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY3148_MARK LOGO: USGS  
 KY3148_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3148+STABILITY: SURFACE MOTION
 KY3148
 KY3148  HISTORY     - Date     Condition        Report By
 KY3148  HISTORY     - 1963     MONUMENTED       CGS
 KY3148  HISTORY     - 1993     MARK NOT FOUND   LOCSUR
 KY3148  HISTORY     - 19930709 POOR             LOCENG
 KY3148
 KY3148                          STATION DESCRIPTION
 KY3148
 KY3148'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3148'LOCATED ABOUT ON THE WASHINGTON-GREENE COUNTY LINE, 9 MILES SOUTH
 KY3148'SOUTHEAST OF CLAYSVILLE, 3-1/2 MILES WEST OF WEST UNION, 6 MILES
 KY3148'NORTH NORTHEAST OF GRAYSVILLE, 1/2 MILE SOUTHEAST OF THE SMALL
 KY3148'SETTLEMENT OF OLD CONCORD AND ON THE PROPERTY OF MR. JOE RUSH. IT
 KY3148'IS 87 FEET NORTHWEST OF AN 18 INCH TWIN TRUNK APPLE TREE, 11 FEET
 KY3148'SOUTHEAST OF A WITNESS POST AND ON THE CENTER OF THE TOP OF THE
 KY3148'KNOLL. THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 KY3148'CONCORD 1963.
 KY3148'
 KY3148'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 221 AND
 KY3148'18 IN THE NORTHERN PART OF PROSPERITY, GO SOUTHEAST ON HIGHWAY 221
 KY3148'AND 18 FOR 1.1 MILES TO THEIR JUNCTION. GO WESTERLY ON HIGHWAY 18
 KY3148'FOR 3.4 MILES TO A GRAVELED SIDE ROAD LEFT, JUST EAST OF THE OLD
 KY3148'CONCORD PRESBYTERIAN CHURCH. TURN LEFT AND GO SOUTHEASTERLY FOR
 KY3148'0.05 MILE TO A SIDE ROAD LEFT. CONTINUE SOUTHERLY FOR 0.95 MILE TO
 KY3148'A GRAVELED CORSSROAD. TURN RIGHT AND GO 0.45 MILE TO A WIRE GATE
 KY3148'ON THE RIGHT. TURN RIGHT PASSING THROUGH THE GATE AND GO
 KY3148'NORTHERLY ON THE TRACK ROAD FOR 0.15 MILE TO THE STATION.
 KY3148'
 KY3148'TO REACH 42 PA (USGS) FROM THE GATE, CONTINUE SOUTHERLY FOR 0.3
 KY3148'MILE TO A ROAD FORK. TAKE THE LEFT FORK FOR ABOUT 150 FEET TO THE
 KY3148'MARK ON THE RIGHT.
 KY3148'
 KY3148'REFERENCE MARK 1 IS 111 FEET NORTHWEST OF THE APPLE TREE AND 33
 KY3148'FEET NORTHEAST OF THE WITNESS POST. THE MONUMENT PROJECTS 2 INCHES
 KY3148'AND THE DISK IS STAMPED CONCORD NO 1 1963.
 KY3148'
 KY3148'REFERENCE MARK 2 IS 59 FEET NORTHWEST OF THE APPLE TREE, AND 46
 KY3148'FEET SOUTHEAST OF THE WITNESS POST. THE MONUMENT PROJECTS 2 INCHES
 KY3148'AND THE DISK IS STAMPED CONCORD NO 2 1963.
 KY3148'
 KY3148'42 PA (USGS) IS A STANDARD U.S.G.S. BENCH MARK DISK SET IN THE
 KY3148'TOP OF A 6 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES. IT
 KY3148'IS 71 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 16
 KY3148'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD AND 5 FEET NORTH OF A
 KY3148'WITNESS POST. THE DISK IS STAMPED 1419 42 PA 1952.
 KY3148'
 KY3148'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KY3148
 KY3148                          STATION RECOVERY (1993)
 KY3148
 KY3148'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993 (DM)
 KY3148'MARK NOT FOUND.
 KY3148
 KY3148                          STATION RECOVERY (1993)
 KY3148
 KY3148'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (DM)
 KY3148'RECOVERED AS DESCRIBED.  NOTE--RM 1 AND RM 2 ALSO RECOVERED AS
 KY3148'DESCRIBED.  LAND OWNER WM P GRAYZER, RD 2, PROSPERITY PA 228-2739.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1971 ***********************************************************************
 KX1971  DESIGNATION -  CONCORD PRESBYTERIAN CH SPIRE
 KX1971  PID         -  KX1971
 KX1971  STATE/COUNTY-  PA/ARMSTRONG
 KX1971  USGS QUAD   -  DISTANT (1993)
 KX1971
 KX1971                         *CURRENT SURVEY CONTROL
 KX1971  ___________________________________________________________________
 KX1971* NAD 83(1992)-  40 53 26.43460(N)    079 19 25.61743(W)     ADJUSTED  
 KX1971* NAVD 88     -       499.     (meters)    1637.     (feet)  SCALED    
 KX1971  ___________________________________________________________________
 KX1971  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 KX1971  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KX1971
 KX1971  HORZ ORDER  -  THIRD
 KX1971
 KX1971.The horizontal coordinates were established by classical geodetic methods
 KX1971.and adjusted by the National Geodetic Survey in June 2002..
 KX1971
 KX1971.The orthometric height was scaled from a topographic map.
 KX1971
 KX1971.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1971
 KX1971.The geoid height was determined by GEOID03.
 KX1971
 KX1971;                    North         East     Units Scale Factor Converg.
 KX1971;SPC PA S     -   174,105.387   467,379.455   MT  0.99998894   -1 01 15.8
 KX1971;SPC PA S     -   571,210.76  1,533,394.10   sFT  0.99998894   -1 01 15.8
 KX1971;UTM  17      - 4,527,973.565   641,208.041   MT  0.99984542   +1 05 50.9
 KX1971
 KX1971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX1971!SPC PA S     -   0.99992694  x   0.99998894  =   0.99991588
 KX1971!UTM  17      -   0.99992694  x   0.99984542  =   0.99977237
 KX1971
 KX1971                          SUPERSEDED SURVEY CONTROL
 KX1971
 KX1971  NAD 83(1986)-  40 53 26.43677(N)    079 19 25.62256(W) AD(       ) 4
 KX1971  NAD 27      -  40 53 26.19900(N)    079 19 26.48700(W) AD(       ) 3
 KX1971
 KX1971.Superseded values are not recommended for survey control.
 KX1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1971.See file dsdata.txt to determine how the superseded data were derived.
 KX1971
 KX1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF4120827974(NAD 83)
 KX1971_MARKER: 90 = CHURCH SPIRE
 KX1971
 KX1971  HISTORY     - Date     Condition        Report By
 KX1971  HISTORY     - 1958     FIRST OBSERVED   CGS
 KX1971
 KX1971                          STATION DESCRIPTION
 KX1971
 KX1971'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX1971'THE STATION IS THE FINIAL ATOP THE CHURCH SPIRE WHICH IS LOCATED
 KX1971'APPROXIMATELY 1.0 MILE SOUTHWEST OF BELKNAP AND 1.0 MILE
 KX1971'NORTHEAST OF MUFF.
 KX1971'
 KX1971'THE CHURCH IS A LIGHT COLORED WOODEN STRUCTURE APPROXIMATELY 40 FEET
 KX1971'HIGH.
 KX1971'
 KX1971'NOTE- THIS STATION WAS NOT VISITED BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2043 ***********************************************************************
 KX2043  DESIGNATION -  CONCORD RESET
 KX2043  PID         -  KX2043
 KX2043  STATE/COUNTY-  PA/WESTMORELAND
 KX2043  USGS QUAD   -  DONORA (1973)
 KX2043
 KX2043                         *CURRENT SURVEY CONTROL
 KX2043  ___________________________________________________________________
 KX2043* NAD 83(1992)-  40 09 58.94558(N)    079 46 14.39114(W)     ADJUSTED  
 KX2043* NAVD 88     -       310.3    (meters)    1018.     (feet)  VERTCON   
 KX2043  ___________________________________________________________________
 KX2043  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 KX2043  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KX2043
 KX2043  HORZ ORDER  -  SECOND
 KX2043
 KX2043.The horizontal coordinates were established by classical geodetic methods
 KX2043.and adjusted by the National Geodetic Survey in June 2002..
 KX2043
 KX2043.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2043
 KX2043.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2043
 KX2043.The geoid height was determined by GEOID03.
 KX2043
 KX2043;                    North         East     Units Scale Factor Converg.
 KX2043;SPC PA S     -    94,465.423   427,887.079   MT  0.99997174   -1 18 39.6
 KX2043;SPC PA S     -   309,925.31  1,403,826.19   sFT  0.99997174   -1 18 39.6
 KX2043;UTM  17      - 4,446,947.769   604,681.982   MT  0.99973490   +0 47 34.8
 KX2043
 KX2043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2043!SPC PA S     -   0.99995652  x   0.99997174  =   0.99992826
 KX2043!UTM  17      -   0.99995652  x   0.99973490  =   0.99969143
 KX2043
 KX2043|---------------------------------------------------------------------|
 KX2043| PID    Reference Object                     Distance      Geod. Az  |
 KX2043|                                                           dddmmss.s |
 KX2043| CX3465 CONCORD RM 3                         14.715 METERS 04149     |
 KX2043| KX1406 SMITHTON                            APPROX. 2.4 KM 0911500.2 |
 KX2043| CX3463 CONCORD RM 1                         22.244 METERS 20304     |
 KX2043| CX3464 CONCORD RM 2                         16.568 METERS 34355     |
 KX2043| KX2388 CONCORD RESET RM 4                   15.670 METERS 35036     |
 KX2043|---------------------------------------------------------------------|
 KX2043
 KX2043                          SUPERSEDED SURVEY CONTROL
 KX2043
 KX2043  NAD 83(1995)-  40 09 58.94603(N)    079 46 14.39128(W) AD(       ) 2
 KX2043  NAD 83(1986)-  40 09 58.94412(N)    079 46 14.40340(W) AD(       ) 2
 KX2043  NAD 27      -  40 09 58.68720(N)    079 46 15.24540(W) AD(       ) 2
 KX2043  NGVD 29 (07/19/86)  310.5    (m)         1019.     (f) VERT ANG       
 KX2043
 KX2043.Superseded values are not recommended for survey control.
 KX2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2043.See file dsdata.txt to determine how the superseded data were derived.
 KX2043
 KX2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE0468246948(NAD 83)
 KX2043_MARKER: DS = TRIANGULATION STATION DISK
 KX2043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2043_STAMPING: CONCORD 1961
 KX2043_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KX2043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX2043+STABILITY: SURFACE MOTION
 KX2043
 KX2043  HISTORY     - Date     Condition        Report By
 KX2043  HISTORY     - 1976     MONUMENTED       NGS
 KX2043  HISTORY     - 19921001 GOOD             USGS
 KX2043
 KX2043                          STATION DESCRIPTION
 KX2043
 KX2043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 KX2043'THE STATION SURFACE MARK WAS FOUND DESTROYED.  REFERENCE MARKS ONE
 KX2043'AND TWO WERE FOUND DESTROYED.  THE STATION SUB-SURFACE DISK WAS
 KX2043'FOUND IN GOOD CONDITION 2-1/2 FEET BELOW THE SURFACE.  THE AREA HAS
 KX2043'BEEN CUT AND A DRAINAGE SLOPE PLACED OVER THE STATION AND WHERE
 KX2043'THE OLD REFERENCE MARKS WERE. A NEW STATION SURFACE DISK WAS SET
 KX2043'DIRECTLY OVER THE OLD SUB-SURFACE DISK.  TWO NEW REFERENCE MARKS
 KX2043'WERE ALSO SET.
 KX2043'
 KX2043'A COMPLETE NEW DESCRIPTION FOLLOWS.
 KX2043'
 KX2043'THE STATION IS LOCATED 5-1/2 MILES EAST-NORTHEAST OF BELLE VERNON,
 KX2043'3 MILES SOUTH OF WEST NEWTON, 2 MILES NORTHWEST OF SMITHTON AND IN
 KX2043'THE SOUTHEAST EDGE OF A SMALL COUNTY PARK.  THE PROPERTY IS OWNED
 KX2043'BY WESTMORELAND COUNTY.
 KX2043'
 KX2043'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 70 AND STATE
 KX2043'HIGHWAY 51 WHICH IS 20 MILES NORTH OF UNIONTOWN, GO NORTHWEST ON
 KX2043'STATE HIGHWAY 51 FOR 0.3 MILE TO A SIDE ROAD RIGHT BETWEEN A CLINIC
 KX2043'AND A GULF OIL STATION.  TURN RIGHT AND GO NORTH AND NORTHWEST ON
 KX2043'A PAVED STREET FOR 0.2 MILE TO A FORK JUST AFTER PASSING GRANGE
 KX2043'NUMBER 919 ON THE LEFT.  BEAR RIGHT AND GO NORTHWEST ON A PAVED
 KX2043'ROAD FOR 0.05 MILE TO HISTORICAL SIGN ON RIGHT OLD CONCORD
 KX2043'SUBSCRIPTION SCHOOL 1830.  CONTINUE NORTHWEST ON THE PAVED
 KX2043'ROAD FOR 0.1 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 KX2043'NORTHEAST ON A PAVED ROAD FOR 0.6 MILE TO A CROSSROAD AND THE
 KX2043'STATION IN THE NORTHEAST ANGLE OF THE INTERSECTION.
 KX2043'
 KX2043'THE STATION SURFACE MARK IS A STANDARD DISK STAMPED CONCORD 1961
 KX2043'1976, SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS
 KX2043'4 INCHES BELOW THE SURFACE.  THE SUB-SURFACE MARK IS STAMPED
 KX2043'CONCORD 1961.  IT IS 100 YARDS SOUTHWEST OF THE WESTMORELAND
 KX2043'COUNTY CEDAR CREEK PARK, 40 FEET EAST-NORTHEAST OF A POWERLINE
 KX2043'ANCHOR POLE, 31 FEET NORTHWEST OF THE CENTER OF THE
 KX2043'CROSSROADS, 16 FEET NORTHEAST OF THE CENTER OF THE
 KX2043'NORTHWEST-SOUTHEAST ROAD, 15 FEET NORTHWEST OF THE CENTER OF
 KX2043'THE NORTHEAST-SOUTHWEST ROAD, 12 FEET SOUTHWEST OF THE WOODEN
 KX2043'FENCE CORNER, AND 3 FEET SOUTHWEST OF A POWERLINE POLE
 KX2043'NUMBERED 115-112.
 KX2043'
 KX2043'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CONCORD 1961 NO 3 1976
 KX2043'SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH
 KX2043'WITH THE SURFACE.  IT IS 74 FEET EAST-NORTHEAST OF A CROSSROAD,
 KX2043'45.2 FEET EAST-NORTHEAST OF POWERLINE POLE NUMBERED 115-112, 16
 KX2043'FEET NORTHWEST OF A NORTH-SOUTH ROAD, 6.5 FEET NORTHEAST OF A
 KX2043'4-INCH HEMLOCK TREE, AND ONE FOOT SOUTHEAST OF A WOODEN FENCE.
 KX2043'
 KX2043'REFERENCE MARK 4 IS A STANDARD DISK STAMPED CONCORD 1961 NO 4 1976
 KX2043'SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH
 KX2043'WITH THE SURFACE.  IT IS 78 FEET NORTH OF THE CENTER OF A
 KX2043'CROSSROADS, 48.5 FEET NORTH OF POWERLINE POLE NUMBERED 115-112, 18
 KX2043'FEET EAST OF THE CENTER OF A NORTHWEST-SOUTHEAST ROAD, 9.5 FEET
 KX2043'NORTHWEST OF A 4-INCH HEMLOCK TREE, AND 1 FOOT WEST OF A WOODEN
 KX2043'FENCE.
 KX2043'
 KX2043'TRIANGULATION STATION SMITHTON MAY BE USED FOR AN AZIMUTH MARK, SEE
 KX2043'DESCRIPTION THEREOF.
 KX2043'
 KX2043'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTHWEST
 KX2043'OF SMITHTON.
 KX2043
 KX2043                          STATION RECOVERY (1992)
 KX2043
 KX2043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992 (LEP)
 KX2043'STATION CONCORD WAS NOT FOUND BUT MAY STILL EXIST.  TWO RM WERE FOUND
 KX2043'BUT STAMPED RM 3 AND 4 1976.  I BELIEVE STATION HAS BEEN RESET.  NO
 KX2043'INFORMATION ON 1976 STATION, IF IT WAS RESET.  STATION HAS BEEN RESET
 KX2043'IN 1976 AND IS OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2388 ***********************************************************************
 KX2388  DESIGNATION -  CONCORD RESET RM 4
 KX2388  PID         -  KX2388
 KX2388  STATE/COUNTY-  PA/WESTMORELAND
 KX2388  USGS QUAD   -  DONORA (1973)
 KX2388
 KX2388                         *CURRENT SURVEY CONTROL
 KX2388  ___________________________________________________________________
 KX2388* NAD 83(1992)-  40 09 59.44681(N)    079 46 14.49932(W)     ADJUSTED  
 KX2388* NAVD 88     -       309.9    (meters)    1017.     (feet)  GPS OBS   
 KX2388  ___________________________________________________________________
 KX2388  X           -     866,810.084 (meters)                     COMP
 KX2388  Y           -  -4,803,429.855 (meters)                     COMP
 KX2388  Z           -   4,092,310.174 (meters)                     COMP
 KX2388  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 KX2388  ELLIP HEIGHT-         276.76  (meters)          (08/07/01) GPS OBS
 KX2388  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KX2388
 KX2388  HORZ ORDER  -  B
 KX2388  ELLP ORDER  -  FOURTH    CLASS II
 KX2388
 KX2388.The horizontal coordinates were established by GPS observations
 KX2388.and adjusted by the National Geodetic Survey in April 1993..
 KX2388
 KX2388.The orthometric height was determined by GPS observations and a
 KX2388.high-resolution geoid model.
 KX2388
 KX2388.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KX2388
 KX2388.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2388
 KX2388.The ellipsoidal height was determined by GPS observations
 KX2388.and is referenced to NAD 83.
 KX2388
 KX2388.The geoid height was determined by GEOID03.
 KX2388
 KX2388;                    North         East     Units Scale Factor Converg.
 KX2388;SPC PA S     -    94,480.936   427,884.874   MT  0.99997173   -1 18 39.6
 KX2388;SPC PA S     -   309,976.20  1,403,818.96   sFT  0.99997173   -1 18 39.6
 KX2388;UTM  17      - 4,446,963.188   604,679.210   MT  0.99973489   +0 47 34.8
 KX2388
 KX2388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2388!SPC PA S     -   0.99995659  x   0.99997173  =   0.99992832
 KX2388!UTM  17      -   0.99995659  x   0.99973489  =   0.99969149
 KX2388
 KX2388                          SUPERSEDED SURVEY CONTROL
 KX2388
 KX2388  NAD 83(1992)-  40 09 59.45236(N)    079 46 14.50531(W) AD(       ) B
 KX2388  ELLIP H (04/16/93)  276.72   (m)                       GP(       ) 4 1
 KX2388  NGVD 29 (07/12/95)  310.1    (m)         1017.     (f) GPS OBS        
 KX2388
 KX2388.Superseded values are not recommended for survey control.
 KX2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2388.See file dsdata.txt to determine how the superseded data were derived.
 KX2388
 KX2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE0467946963(NAD 83)
 KX2388_MARKER: DR = REFERENCE MARK DISK
 KX2388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2388_SP_SET: SET IN A CONCRETE MONUMENT
 KX2388_STAMPING: CONCORD 1961 NO 4 1976
 KX2388_MARK LOGO: NGS   
 KX2388_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX2388+STABILITY: SURFACE MOTION
 KX2388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX2388+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2001
 KX2388
 KX2388  HISTORY     - Date     Condition        Report By
 KX2388  HISTORY     - 1976     MONUMENTED       NGS
 KX2388  HISTORY     - 19920810 GOOD             NGS
 KX2388  HISTORY     - 19931018 GOOD             NOS
 KX2388  HISTORY     - 19931018 GOOD             NOS
 KX2388  HISTORY     - 19970224 GOOD             NEILAN
 KX2388  HISTORY     - 19980218 GOOD             PADT
 KX2388  HISTORY     - 20000317 GOOD             NGS
 KX2388  HISTORY     - 20010711 GOOD             PADT
 KX2388
 KX2388                          STATION DESCRIPTION
 KX2388
 KX2388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 KX2388'THE STATION IS LOCATED ABOUT 8.85 KM (5.50 MI) EAST-NORTHEAST OF BELLE
 KX2388'VERNON, 4.8 KM (3.00 MI) SOUTH OF WEST NEWTON, 3.2 KM (2.00 MI)
 KX2388'NORTHWEST OF SMITHTON AND IN THE SOUTHEAST CORNER OF A SMALL COUNTY
 KX2388'PARK.  OWNERSHIP--WESTMORELAND COUNTY.
 KX2388'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 70 AND HIGHWAY
 KX2388'51, ABOUT 20 MI (32.2 KM) NORTH OF UNIONTOWN, GO NORTH ON STATE
 KX2388'HIGHWAY 51 FOR 0.25 MI (0.40 KM) TO CONCORD ROAD ON THE RIGHT.  TURN
 KX2388'RIGHT AND GO NORTHWESTERLY FOR 0.25 MI (0.40 KM) ON CONCORD ROAD TO A
 KX2388'SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY 0.2 MI (0.3 KM) ON PORT
 KX2388'ROYAL ROAD TO A SHARP TURN RIGHT IN ROAD. TURN RIGHT AND FOLLOW PAVED
 KX2388'ROAD 0.6 MI (1.0 KM) TO THE JUNCTION OF TIMMS ROAD AND COUNTY PARK.
 KX2388'TURN LEFT AND GO NORTH ABOUT 20 M (65.6 FT) TO THE STATION ON THE
 KX2388'RIGHT.
 KX2388'LOCATED 14.63 M (48.00 FT) NORTH FROM POWERPOLE, 10.36 M (33.99 FT)
 KX2388'NORTH-NORTHWEST FROM CENTER OF WOOD SIGN FOR PARK, 5.5 M (18.0 FT)
 KX2388'EAST FROM THE CENTERLINE OF TIMMS ROAD AND 1.6 M (5.2 FT) WEST FROM A
 KX2388'WOOD RAIL FENCE.
 KX2388
 KX2388                          STATION RECOVERY (1993)
 KX2388
 KX2388'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 KX2388'RECOVERED AS DESCRIBED BY NGS IN 1992.
 KX2388
 KX2388                          STATION RECOVERY (1993)
 KX2388
 KX2388'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 KX2388'RECOVERED AS DESCRIBED BY NGS IN 1992.
 KX2388
 KX2388                          STATION RECOVERY (1997)
 KX2388
 KX2388'RECOVERY NOTE BY THE NEILAN ENGINEERS INCORPORATED 1997 (TEK)
 KX2388'RECOVERED AS DESCRIBED.
 KX2388
 KX2388                          STATION RECOVERY (1998)
 KX2388
 KX2388'RECOVERY NOTE BY PA DEPT OF TRANSP 1998 (AAP)
 KX2388'PENNDOT DIFFERENTIALLY LEVELED ELEVATION IS 309.927 METERS
 KX2388
 KX2388                          STATION RECOVERY (2000)
 KX2388
 KX2388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 KX2388'RECOVERED AS DESCRIBED.
 KX2388
 KX2388                          STATION RECOVERY (2001)
 KX2388
 KX2388'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (GDD)
 KX2388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1069 ***********************************************************************
 KW1069  DESIGNATION -  CONCRETE POST
 KW1069  PID         -  KW1069
 KW1069  STATE/COUNTY-  PA/LANCASTER
 KW1069  USGS QUAD   -  COLUMBIA WEST (1990)
 KW1069
 KW1069                         *CURRENT SURVEY CONTROL
 KW1069  ___________________________________________________________________
 KW1069* NAD 83(1986)-  40 01 48.     (N)    076 30 22.     (W)     SCALED    
 KW1069* NAVD 88     -        76.832  (meters)     252.07   (feet)  ADJUSTED  
 KW1069  ___________________________________________________________________
 KW1069  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KW1069  DYNAMIC HT  -          76.793 (meters)     251.94  (feet)  COMP
 KW1069  MODELED GRAV-     980,115.2   (mgal)                       NAVD 88
 KW1069
 KW1069  VERT ORDER  -  SECOND    CLASS 0
 KW1069
 KW1069.The horizontal coordinates were scaled from a topographic map and have
 KW1069.an estimated accuracy of +/- 6 seconds.
 KW1069
 KW1069.The orthometric height was determined by differential leveling
 KW1069.and adjusted by the National Geodetic Survey in June 1991..
 KW1069
 KW1069.The geoid height was determined by GEOID03.
 KW1069
 KW1069.The dynamic height is computed by dividing the NAVD 88
 KW1069.geopotential number by the normal gravity value computed on the
 KW1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1069.degrees latitude (g = 980.6199 gals.).
 KW1069
 KW1069.The modeled gravity was interpolated from observed gravity values.
 KW1069
 KW1069;                    North         East    Units  Estimated Accuracy
 KW1069;SPC PA S     -    78,100.      706,170.      MT  (+/- 180 meters Scaled)
 KW1069
 KW1069                          SUPERSEDED SURVEY CONTROL
 KW1069
 KW1069  NGVD 29 (??/??/??)   77.084  (m)          252.90   (f) ADJUSTED    2 0
 KW1069
 KW1069.Superseded values are not recommended for survey control.
 KW1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1069.See file dsdata.txt to determine how the superseded data were derived.
 KW1069
 KW1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK714321(NAD 83)
 KW1069_MARKER: Z = SEE DESCRIPTION
 KW1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1069+STABILITY: SURFACE MOTION
 KW1069
 KW1069  HISTORY     - Date     Condition        Report By
 KW1069  HISTORY     - UNK      MONUMENTED       CGS
 KW1069  HISTORY     - 1955     MARK NOT FOUND   CGS
 KW1069
 KW1069                          STATION DESCRIPTION
 KW1069
 KW1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KW1069'AT COLUMBIA.
 KW1069'COLUMBIA, AT THE READING CO., RAILWAY STATION, 150 FEET EAST OF
 KW1069'THE SUSQUEHANNA RIVER, 30 FEET WEST OF THE CENTER LINE OF THE
 KW1069'MAIN TRACK, 18 FEET SOUTH OF THE WATCH TOWER, AND AT THE FOOT
 KW1069'OF THE STREET.  THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0930 ***********************************************************************
 JW0930  DESIGNATION -  CONNELLSVILLE A
 JW0930  PID         -  JW0930
 JW0930  STATE/COUNTY-  PA/FAYETTE
 JW0930  USGS QUAD   -  UNIONTOWN (1977)
 JW0930
 JW0930                         *CURRENT SURVEY CONTROL
 JW0930  ___________________________________________________________________
 JW0930* NAD 83(1986)-  39 57 41.     (N)    079 39 17.     (W)     SCALED    
 JW0930* NAVD 88     -       382.012  (meters)    1253.32   (feet)  POSTED    
 JW0930  ___________________________________________________________________
 JW0930  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 JW0930  DYNAMIC HT  -         381.790 (meters)    1252.59  (feet)  COMP
 JW0930  MODELED GRAV-     980,034.9   (mgal)                       NAVD 88
 JW0930
 JW0930  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JW0930
 JW0930.The horizontal coordinates were scaled from a topographic map and have
 JW0930.an estimated accuracy of +/- 6 seconds.
 JW0930
 JW0930.The orthometric height was determined by differential leveling
 JW0930.and adjusted by the National Geodetic Survey in 1992..
 JW0930.No vertical observational check was made to the station.
 JW0930.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JW0930.was located on a no-check spur therefore a value was not computed.
 JW0930
 JW0930.The geoid height was determined by GEOID03.
 JW0930
 JW0930.The dynamic height is computed by dividing the NAVD 88
 JW0930.geopotential number by the normal gravity value computed on the
 JW0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0930.degrees latitude (g = 980.6199 gals.).
 JW0930
 JW0930.The modeled gravity was interpolated from observed gravity values.
 JW0930
 JW0930;                    North         East    Units  Estimated Accuracy
 JW0930;SPC PA S     -    71,490.      437,270.      MT  (+/- 180 meters Scaled)
 JW0930
 JW0930                          SUPERSEDED SURVEY CONTROL
 JW0930
 JW0930  NGVD 29 (??/??/92)  382.139  (m)         1253.73   (f) ADJ UNCH    1 2
 JW0930
 JW0930.Superseded values are not recommended for survey control.
 JW0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0930.See file dsdata.txt to determine how the superseded data were derived.
 JW0930
 JW0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE148243(NAD 83)
 JW0930_MARKER: DB = BENCH MARK DISK
 JW0930_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0930_SP_SET: BUILDING
 JW0930_STAMPING: CONNELLSVILLE A 1941
 JW0930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0930
 JW0930  HISTORY     - Date     Condition        Report By
 JW0930  HISTORY     - 1941     MONUMENTED       CGS
 JW0930  HISTORY     - 1971     GOOD             PADT
 JW0930  HISTORY     - 1974     GOOD             BAKER
 JW0930
 JW0930                          STATION DESCRIPTION
 JW0930
 JW0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0930'5 MI SW FROM CONNELLSVILLE.
 JW0930'ABOUT 5 MILES SOUTHWEST ALONG STATE HIGHWAY 119 FROM THE POST
 JW0930'OFFICE AT CONNELLSVILLE, FAYETTE COUNTY, AT THE CONNELLSVILLE
 JW0930'AIRPORT, IN THE NORTHWEST FACE OF THE AIRPORT HANGAR, 6.4 FEET
 JW0930'SOUTHWEST OF THE NORTH CORNER, AND ABOUT 4.4 FEET HIGHER THAN THE
 JW0930'SIDEWALK.  A STANDARD DISK, STAMPED CONNELLSVILLE A 1941 AND SET
 JW0930'VERTICALLY.
 JW0930
 JW0930                          STATION RECOVERY (1971)
 JW0930
 JW0930'RECOVERY NOTE BY PA DEPT OF TRANSP 1971
 JW0930'RECOVERED IN GOOD CONDITION.
 JW0930
 JW0930                          STATION RECOVERY (1974)
 JW0930
 JW0930'RECOVERY NOTE BY M BAKER JR INCORPORATED 1974
 JW0930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1541 ***********************************************************************
 JW1541  DESIGNATION -  CONNPORT
 JW1541  PID         -  JW1541
 JW1541  STATE/COUNTY-  PA/FAYETTE
 JW1541  USGS QUAD   -  UNIONTOWN (1977)
 JW1541
 JW1541                         *CURRENT SURVEY CONTROL
 JW1541  ___________________________________________________________________
 JW1541* NAD 83(1992)-  39 57 48.81130(N)    079 39 15.20642(W)     ADJUSTED  
 JW1541* NAVD 88     -       383.5    (meters)    1258.     (feet)  VERTCON   
 JW1541  ___________________________________________________________________
 JW1541  X           -     879,187.905 (meters)                     COMP
 JW1541  Y           -  -4,815,983.649 (meters)                     COMP
 JW1541  Z           -   4,075,110.642 (meters)                     COMP
 JW1541  LAPLACE CORR-           4.98  (seconds)                    DEFLEC99
 JW1541  ELLIP HEIGHT-         351.07  (meters)          (06/21/02) GPS OBS
 JW1541  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 JW1541
 JW1541  HORZ ORDER  -  THIRD
 JW1541  ELLP ORDER  -  FOURTH    CLASS I
 JW1541
 JW1541.The horizontal coordinates were established by GPS observations
 JW1541.and adjusted by the National Geodetic Survey in June 2002..
 JW1541
 JW1541.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1541
 JW1541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JW1541
 JW1541.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1541
 JW1541.The ellipsoidal height was determined by GPS observations
 JW1541.and is referenced to NAD 83.
 JW1541
 JW1541.The geoid height was determined by GEOID03.
 JW1541
 JW1541;                    North         East     Units Scale Factor Converg.
 JW1541;SPC PA S     -    71,730.903   437,317.914   MT  0.99999541   -1 14 07.6
 JW1541;SPC PA S     -   235,337.14  1,434,767.19   sFT  0.99999541   -1 14 07.6
 JW1541;UTM  17      - 4,424,579.695   614,937.949   MT  0.99976263   +0 51 52.2
 JW1541
 JW1541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1541!SPC PA S     -   0.99994493  x   0.99999541  =   0.99994034
 JW1541!UTM  17      -   0.99994493  x   0.99976263  =   0.99970757
 JW1541
 JW1541:                Primary Azimuth Mark                     Grid Az
 JW1541:SPC PA S     -  CONNPORT AZ MK                           221 51 07.2
 JW1541:UTM  17      -  CONNPORT AZ MK                           219 45 07.4
 JW1541
 JW1541|---------------------------------------------------------------------|
 JW1541| PID    Reference Object                     Distance      Geod. Az  |
 JW1541|                                                           dddmmss.s |
 JW1541| JW1542 CONNPORT AZ MK                      APPROX. 0.8 KM 2203659.6 |
 JW1541|---------------------------------------------------------------------|
 JW1541
 JW1541                          SUPERSEDED SURVEY CONTROL
 JW1541
 JW1541  NAD 83(1995)-  39 57 48.81301(N)    079 39 15.20719(W) AD(       ) 3
 JW1541  NAD 83(1991)-  39 57 48.81660(N)    079 39 15.20359(W) AD(       ) 3
 JW1541  ELLIP H (01/27/92)  351.08   (m)                       GP(       ) 4 1
 JW1541  NAD 83(1986)-  39 57 48.81738(N)    079 39 15.20351(W) AD(       ) 3
 JW1541  NGVD 29 (09/11/89)  383.7    (m)         1259.     (f) GPS OBS        
 JW1541
 JW1541.Superseded values are not recommended for survey control.
 JW1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1541.See file dsdata.txt to determine how the superseded data were derived.
 JW1541
 JW1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE1493824580(NAD 83)
 JW1541_MARKER: I = METAL ROD
 JW1541_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JW1541_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JW1541_STAMPING: CONNPORT 1988
 JW1541_MARK LOGO: NGS   
 JW1541_PROJECTION: FLUSH
 JW1541_MAGNETIC: I = MARKER IS A STEEL ROD
 JW1541_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1541+STABILITY: POSITION/ELEVATION WELL
 JW1541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1541+SATELLITE: SATELLITE OBSERVATIONS - 1988
 JW1541_ROD/PIPE-DEPTH: 2.0  meters
 JW1541_SLEEVE-DEPTH  : 1.0 meters
 JW1541
 JW1541  HISTORY     - Date     Condition        Report By
 JW1541  HISTORY     - 1988     MONUMENTED       NGS
 JW1541
 JW1541                          STATION DESCRIPTION
 JW1541
 JW1541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 JW1541'THE STATION IS LOCATED ABOUT 9.0 KM (5.60 MI) NORTHEAST OF UNIONTOWN,
 JW1541'8.0 KM (4.95 MI) SOUTHWEST OF CONNELLSVILLE, 2.6 KM (1.60 MI)
 JW1541'NORTHWEST OF MOUNT BRADDOCK, AT THE CONNELLSVILLE AIRPORT, ABOUT 0.2
 JW1541'KM (0.10 MI) SOUTHWEST OF THE NORTHEAST END OF RUNWAY 5-23, IN THE
 JW1541'GRASS STRIP BETWEEN THE PARALLEL TAXIWAY AND THE RUNWAY.
 JW1541'OWNERSHIP--FAYETTE COUNTY AIRPORT AUTHORITY, P.O. BOX 2127 DOWNTOWN
 JW1541'STATION, UNIONTOWN PA 15401.  PHONE 412-438-1806.  AIRPORT MANAGER IS
 JW1541'PAUL CUNNINGHAM II, AIRPORT ROAD, LEMONT FURNACE PA 15456.  PHONE
 JW1541'412-628-2276.
 JW1541'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 119 AND STATE
 JW1541'HIGHWAYS 201 AND 711 IN CONNELLSVILLE, GO SOUTHWEST FOR 4.9 KM
 JW1541'(3.05 MI) ON HIGHWAY 119 TO A PAVED CROSSROAD LEADING TO LIESENRING
 JW1541'AND DUNBAR.  CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR 3.1 KM
 JW1541'(1.95 MI) ON HIGHWAY 119 TO A PAVED CROSSROAD AT A TRAFFIC LIGHT AND
 JW1541'THE ENTRANCE TO THE LAUREL MALL ON THE LEFT.  TURN RIGHT AND GO
 JW1541'NORTHWEST FOR 0.6 KM (0.35 MI) ON THE AIRPORT ENTRANCE ROAD TO A GATE.
 JW1541'PASS THROUGH THE GATE AND TURN RIGHT AND GO NORTHWEST AND THEN
 JW1541'NORTHEAST FOR 0.2 KM (0.10 MI) ON THE PARALLEL TAXIWAY TO THE STATION
 JW1541'ON THE LEFT JUST AFTER PASSING THE INTERSECTION OF A CONNECTING
 JW1541'TAXIWAY.
 JW1541'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 JW1541'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 2.0 METERS IN A GREASE
 JW1541'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 JW1541'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 JW1541'40.4 M (132.5 FT) NORTHEAST FROM THE CENTER OF THE CONNECTING TAXIWAY,
 JW1541'34.2 M (112.2 FT) SOUTHEAST FROM THE CENTER OF RUNWAY 5-23, 26.9 M
 JW1541'(88.3 FT) NORTHWEST FROM THE CENTER OF THE PARALLEL TAXIWAY, 16.1 M
 JW1541'(52.8 FT) SOUTH FROM AN ILLUMINATED TAXIWAY INDICATOR SIGN, AND 15.5 M
 JW1541'(50.9 FT) NORTH FROM THE NORTH CORNER OF A 0.7 BY 1.2 METER IRON GRATE
 JW1541'DRAIN COVER.
 JW1541'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1542 ***********************************************************************
 JW1542  DESIGNATION -  CONNPORT AZ MK
 JW1542  PID         -  JW1542
 JW1542  STATE/COUNTY-  PA/FAYETTE
 JW1542  USGS QUAD   -  UNIONTOWN (1977)
 JW1542
 JW1542                         *CURRENT SURVEY CONTROL
 JW1542  ___________________________________________________________________
 JW1542* NAD 83(1992)-  39 57 29.33653(N)    079 39 36.90898(W)     ADJUSTED  
 JW1542* NAVD 88     -       373.7    (meters)    1226.     (feet)  VERTCON   
 JW1542  ___________________________________________________________________
 JW1542  X           -     878,749.071 (meters)                     COMP
 JW1542  Y           -  -4,816,448.258 (meters)                     COMP
 JW1542  Z           -   4,074,643.918 (meters)                     COMP
 JW1542  LAPLACE CORR-           5.16  (seconds)                    DEFLEC99
 JW1542  ELLIP HEIGHT-         341.25  (meters)          (06/21/02) GPS OBS
 JW1542  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 JW1542
 JW1542  HORZ ORDER  -  THIRD
 JW1542  ELLP ORDER  -  FOURTH    CLASS I
 JW1542
 JW1542.The horizontal coordinates were established by GPS observations
 JW1542.and adjusted by the National Geodetic Survey in June 2002..
 JW1542
 JW1542.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1542
 JW1542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JW1542
 JW1542.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1542
 JW1542.The ellipsoidal height was determined by GPS observations
 JW1542.and is referenced to NAD 83.
 JW1542
 JW1542.The geoid height was determined by GEOID03.
 JW1542
 JW1542;                    North         East     Units Scale Factor Converg.
 JW1542;SPC PA S     -    71,141.513   436,789.976   MT  0.99999621   -1 14 21.7
 JW1542;SPC PA S     -   233,403.45  1,433,035.11   sFT  0.99999621   -1 14 21.7
 JW1542;UTM  17      - 4,423,971.499   614,432.080   MT  0.99976120   +0 51 37.9
 JW1542
 JW1542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1542!SPC PA S     -   0.99994647  x   0.99999621  =   0.99994268
 JW1542!UTM  17      -   0.99994647  x   0.99976120  =   0.99970768
 JW1542
 JW1542:                Primary Azimuth Mark                     Grid Az
 JW1542:SPC PA S     -  CONNPORT                                 041 51 07.4
 JW1542:UTM  17      -  CONNPORT                                 039 45 07.8
 JW1542
 JW1542|---------------------------------------------------------------------|
 JW1542| PID    Reference Object                     Distance      Geod. Az  |
 JW1542|                                                           dddmmss.s |
 JW1542| JW1541 CONNPORT                            APPROX. 0.8 KM 0403645.7 |
 JW1542|---------------------------------------------------------------------|
 JW1542
 JW1542                          SUPERSEDED SURVEY CONTROL
 JW1542
 JW1542  NAD 83(1995)-  39 57 29.33825(N)    079 39 36.90992(W) AD(       ) 3
 JW1542  NAD 83(1991)-  39 57 29.34193(N)    079 39 36.90697(W) AD(       ) 3
 JW1542  ELLIP H (01/27/92)  341.24   (m)                       GP(       ) 4 1
 JW1542  NAD 83(1986)-  39 57 29.34276(N)    079 39 36.90681(W) AD(       ) 3
 JW1542  NGVD 29 (09/11/89)  373.8    (m)         1226.     (f) GPS OBS        
 JW1542
 JW1542.Superseded values are not recommended for survey control.
 JW1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1542.See file dsdata.txt to determine how the superseded data were derived.
 JW1542
 JW1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE1443223971(NAD 83)
 JW1542_MARKER: I = METAL ROD
 JW1542_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JW1542_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JW1542_STAMPING: CONNPORT AZ MK 1988
 JW1542_MARK LOGO: NGS   
 JW1542_PROJECTION: FLUSH
 JW1542_MAGNETIC: I = MARKER IS A STEEL ROD
 JW1542_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1542+STABILITY: POSITION/ELEVATION WELL
 JW1542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1542+SATELLITE: SATELLITE OBSERVATIONS - 1988
 JW1542_ROD/PIPE-DEPTH: 4.1  meters
 JW1542_SLEEVE-DEPTH  : 1.0 meters
 JW1542
 JW1542  HISTORY     - Date     Condition        Report By
 JW1542  HISTORY     - 1988     MONUMENTED       NGS
 JW1542
 JW1542                          STATION DESCRIPTION
 JW1542
 JW1542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 JW1542'THE STATION IS LOCATED ABOUT 9.0 KM (5.60 MI) NORTHEAST OF UNIONTOWN,
 JW1542'8.0 KM (4.95 MI) SOUTHWEST OF CONNELLSVILLE, 2.6 KM (1.60 MI)
 JW1542'NORTHWEST OF MOUNT BRADDOCK, AT THE CONNELLSVILLE AIRPORT, IN THE
 JW1542'SOUTH ANGLE OF THE INTERSECTION OF THE TWO ASPHALT RUNWAYS.
 JW1542'OWNERSHIP--FAYETTE COUNTY AIRPORT AUTHORITY, P.O. BOX 2127 DOWNTOWN
 JW1542'STATION, UNIONTOWN PA 15401.  PHONE 412-438-1806.  AIRPORT MANAGER IS
 JW1542'PAUL CUNNINGHAM II, AIRPORT ROAD, LEMONT FURNACE PA 15456.  PHONE
 JW1542'412-628-2276.
 JW1542'TO REACH THE STATION FROM THE JUNCITON OF U.S. HIGHWAY 119 AND STATE
 JW1542'HIGHWAYS 201 AND 711 IN CONNELLSVILLE, GO SOUTHWEST FOR 4.9 KM
 JW1542'(3.05 MI) ON HIGHWAY 119 TO A PAVED CROSSROAD LEADING TO LIESENRING
 JW1542'AND DUNBAR.  CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR 3.1 KM
 JW1542'(1.95 MI) ON HIGHWAY 119 TO A PAVED CROSSROAD AT A TRAFFIC LIGHT AND
 JW1542'ENTRANCE TO THE LAUREL MALL ON THE LEFT.  TURN RIGHT AND GO NORTHWEST
 JW1542'FOR 0.6 KM (0.35 MI) ON THE AIRPORT ENTRANCE ROAD TO A GATE.  PASS
 JW1542'THROUGH THE GATE AND GO SOUTHWEST FOR 0.2 KM (0.10 MI) ON THE ASPHALT
 JW1542'APRON AND PARALLEL TAXIWAY TO A FORK.  BEAR LEFT AND GO SOUTH FOR 0.1
 JW1542'KM (0.05 MI) ON THE TAXIWAY TO THE INTERSECTION OF A TAXIWAY, OLD
 JW1542'RUNWAY.  TURN RIGHT AND GO WEST FOR 0.25 KM (0.15 MI) ON THE TAXIWAY
 JW1542'TO THE JUNCTION OF THE RUNWAYS.  BEAR LEFT AND GO WEST-SOUTHWEST FOR
 JW1542'0.1 KM (0.05 MI) ACROSS RUNWAY 14-32 TO THE STATION.
 JW1542'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 JW1542'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 4.1 METERS IN A GREASE
 JW1542'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 JW1542'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 JW1542'43.8 M (143.7 FT) SOUTHWEST FROM THE CENTER OF RUNWAY 14-32, 34.2 M
 JW1542'(112.2 FT) SOUTHEAST FROM THE CENTER OF RUNWAY 5-23, 28.2 M (92.5 FT)
 JW1542'SOUTH-SOUTHWEST FROM THE FIRST WHITE RUNWAY LIGHT ON THE SOUTHWEST
 JW1542'SIDE OF RUNWAY 14-32 SOUTHEAST OF THE JUNCTION OF THE RUNWAYS, AND
 JW1542'16.8 M (55.1 FT) SOUTH-SOUTHEAST FROM THE FIRST WHITE RUNWAY LIGHT ON
 JW1542'THE SOUTHEAST SIDE OF RUNWAY 5-23 SOUTHWEST OF THE JUNCTION OF THE
 JW1542'RUNWAYS.
 JW1542'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3971 ***********************************************************************
 JV3971  DESIGNATION -  CONOCOCHEAGUE NE PADH
 JV3971  PID         -  JV3971
 JV3971  STATE/COUNTY-  PA/FRANKLIN
 JV3971  USGS QUAD   -  SCOTLAND (1990)
 JV3971
 JV3971                         *CURRENT SURVEY CONTROL
 JV3971  ___________________________________________________________________
 JV3971* NAD 83(1986)-  39 58 25.     (N)    077 35 17.     (W)     SCALED    
 JV3971* NAVD 88     -       204.020  (meters)     669.36   (feet)  ADJUSTED  
 JV3971  ___________________________________________________________________
 JV3971  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 JV3971  DYNAMIC HT  -         203.903 (meters)     668.97  (feet)  COMP
 JV3971  MODELED GRAV-     980,049.6   (mgal)                       NAVD 88
 JV3971
 JV3971  VERT ORDER  -  FIRST     CLASS II
 JV3971
 JV3971.The horizontal coordinates were scaled from a topographic map and have
 JV3971.an estimated accuracy of +/- 6 seconds.
 JV3971
 JV3971.The orthometric height was determined by differential leveling
 JV3971.and adjusted by the National Geodetic Survey in June 1991..
 JV3971
 JV3971.The geoid height was determined by GEOID03.
 JV3971
 JV3971.The dynamic height is computed by dividing the NAVD 88
 JV3971.geopotential number by the normal gravity value computed on the
 JV3971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3971.degrees latitude (g = 980.6199 gals.).
 JV3971
 JV3971.The modeled gravity was interpolated from observed gravity values.
 JV3971
 JV3971;                    North         East    Units  Estimated Accuracy
 JV3971;SPC PA S     -    71,110.      613,830.      MT  (+/- 180 meters Scaled)
 JV3971
 JV3971                          SUPERSEDED SURVEY CONTROL
 JV3971
 JV3971.No superseded survey control is available for this station.
 JV3971
 JV3971_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK789280(NAD 83)
 JV3971_MARKER: DD = SURVEY DISK
 JV3971_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JV3971_SP_SET: ABUTMENT
 JV3971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3971
 JV3971  HISTORY     - Date     Condition        Report By
 JV3971  HISTORY     - UNK      MONUMENTED       PADH
 JV3971  HISTORY     - 1979     GOOD             NGS
 JV3971  HISTORY     - 20050823 GOOD             GEOCAC
 JV3971
 JV3971                          STATION DESCRIPTION
 JV3971
 JV3971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JV3971'0.35 MI NW FROM SCOTLAND.
 JV3971'0.35 MILE NORTHWEST ALONG STATE HIGHWAY 997 FROM THE POST OFFICE IN
 JV3971'SCOTLAND, TO THE MARK ON THE LEFT, SET IN THE NORTHEAST ABUTMENT OF
 JV3971'A BRIDGE OVER CONOCOCHEAGUE CREEK, 30.5 FEET SOUTHWEST OF THE
 JV3971'CENTER LINE OF THE HIGHWAY, AND 12 FEET NORTHWEST OF THE CENTER LINE
 JV3971'OF THE BRIDGE.
 JV3971'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JV3971
 JV3971                          STATION RECOVERY (2005)
 JV3971
 JV3971'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 JV3971'UNSTAMPED DISK FOUND AS DESCRIBED ON BRIDGE WITH NO APPARENT STRUCTURE
 JV3971'NUMBER. STATION DISK IS ON THE MAIN STREET END OF THE BRIDGE, WHICH IS
 JV3971'AT THE EAST ENTRANCE TO THE SCOTLAND SCHOOL AND OPPOSITE ELEVATOR
 JV3971'STREET.
 JV3971' 
 JV3971'HANDHELD GPS COORDINATES 39 58 25.1 (N), 077 35 14.7 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3966 ***********************************************************************
 JV3966  DESIGNATION -  CONOCOCHEAGUE SE PADH
 JV3966  PID         -  JV3966
 JV3966  STATE/COUNTY-  PA/FRANKLIN
 JV3966  USGS QUAD   -  CHAMBERSBURG (1990)
 JV3966
 JV3966                         *CURRENT SURVEY CONTROL
 JV3966  ___________________________________________________________________
 JV3966* NAD 83(1986)-  39 57 42.     (N)    077 38 25.     (W)     SCALED    
 JV3966* NAVD 88     -       191.447  (meters)     628.11   (feet)  ADJUSTED  
 JV3966  ___________________________________________________________________
 JV3966  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 JV3966  DYNAMIC HT  -         191.338 (meters)     627.75  (feet)  COMP
 JV3966  MODELED GRAV-     980,052.8   (mgal)                       NAVD 88
 JV3966
 JV3966  VERT ORDER  -  FIRST     CLASS II
 JV3966
 JV3966.The horizontal coordinates were scaled from a topographic map and have
 JV3966.an estimated accuracy of +/- 6 seconds.
 JV3966
 JV3966.The orthometric height was determined by differential leveling
 JV3966.and adjusted by the National Geodetic Survey in June 1991..
 JV3966
 JV3966.The geoid height was determined by GEOID03.
 JV3966
 JV3966.The dynamic height is computed by dividing the NAVD 88
 JV3966.geopotential number by the normal gravity value computed on the
 JV3966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3966.degrees latitude (g = 980.6199 gals.).
 JV3966
 JV3966.The modeled gravity was interpolated from observed gravity values.
 JV3966
 JV3966;                    North         East    Units  Estimated Accuracy
 JV3966;SPC PA S     -    69,770.      609,380.      MT  (+/- 180 meters Scaled)
 JV3966
 JV3966                          SUPERSEDED SURVEY CONTROL
 JV3966
 JV3966.No superseded survey control is available for this station.
 JV3966
 JV3966_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK744268(NAD 83)
 JV3966_MARKER: DD = SURVEY DISK
 JV3966_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JV3966_SP_SET: BRIDGE
 JV3966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3966
 JV3966  HISTORY     - Date     Condition        Report By
 JV3966  HISTORY     - UNK      MONUMENTED       PADH
 JV3966  HISTORY     - 1979     GOOD             NGS
 JV3966  HISTORY     - 20060719 GOOD             GEOCAC
 JV3966
 JV3966                          STATION DESCRIPTION
 JV3966
 JV3966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JV3966'2.45 MI NE FROM CHAMBERSBURG.
 JV3966'2.45 MILES NORTH ON U.S. HIGHWAY 11 FROM THE JUNCTION OF STATE
 JV3966'HIGHWAY 30 AND U.S. HIGHWAY 11 IN CHAMBERSBURG TO THE MARK ON THE
 JV3966'RIGHT, SET IN THE SOUTHEAST CORNER OF A BRIDGE OVER CONOCOCHEAGUE
 JV3966'CREEK, 27 FEET EAST OF THE CENTER OF THE TURN LANE OF THE HIGHWAY.
 JV3966
 JV3966                          STATION RECOVERY (2006)
 JV3966
 JV3966'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV3966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1824 ***********************************************************************
 LZ1824  DESIGNATION -  CONRAD
 LZ1824  PID         -  LZ1824
 LZ1824  STATE/COUNTY-  PA/POTTER
 LZ1824  USGS QUAD   -  AYERS HILL (1971)
 LZ1824
 LZ1824                         *CURRENT SURVEY CONTROL
 LZ1824  ___________________________________________________________________
 LZ1824* NAD 83(1992)-  41 38 00.62121(N)    077 55 58.61336(W)     ADJUSTED  
 LZ1824* NAVD 88     -       731.8    (meters)    2401.     (feet)  VERTCON   
 LZ1824  ___________________________________________________________________
 LZ1824  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 LZ1824  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 LZ1824
 LZ1824  HORZ ORDER  -  FIRST
 LZ1824
 LZ1824.The horizontal coordinates were established by classical geodetic methods
 LZ1824.and adjusted by the National Geodetic Survey in June 2002..
 LZ1824
 LZ1824.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1824
 LZ1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1824
 LZ1824.The geoid height was determined by GEOID03.
 LZ1824
 LZ1824;                    North         East     Units Scale Factor Converg.
 LZ1824;SPC PA N     -   162,915.472   584,756.505   MT  0.99996393   -0 07 15.7
 LZ1824;SPC PA N     -   534,498.51  1,918,488.63   sFT  0.99996393   -0 07 15.7
 LZ1824;UTM  18      - 4,613,242.201   255,698.736   MT  1.00033452   -1 56 58.2
 LZ1824;UTM  17      - 4,613,631.170   755,472.730   MT  1.00040324   +2 02 19.5
 LZ1824
 LZ1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1824!SPC PA N     -   0.99989021  x   0.99996393  =   0.99985414
 LZ1824!UTM  18      -   0.99989021  x   1.00033452  =   1.00022469
 LZ1824!UTM  17      -   0.99989021  x   1.00040324  =   1.00029341
 LZ1824
 LZ1824|---------------------------------------------------------------------|
 LZ1824| PID    Reference Object                     Distance      Geod. Az  |
 LZ1824|                                                           dddmmss.s |
 LZ1824| CK6860 CONRAD RM 1                          27.140 METERS 06856     |
 LZ1824| LZ1819 CHERRY SPRINGS LOT                  APPROX.11.4 KM 0831339.8 |
 LZ1824| CK6861 CONRAD RM 2                          25.289 METERS 14825     |
 LZ1824| LZ1795 TAMARACK DEPT FOREST WTR MAST       APPROX.26.9 KM 1654935.2 |
 LZ1824| LZ1823 WHARTON MICROWAVE KDN 704           APPROX.14.5 KM 1983030.1 |
 LZ1824| CK6859 CONRAD AZ MK                                       2490105.0 |
 LZ1824|---------------------------------------------------------------------|
 LZ1824
 LZ1824                          SUPERSEDED SURVEY CONTROL
 LZ1824
 LZ1824  NAD 83(1996)-  41 38 00.62060(N)    077 55 58.61557(W) AD(       ) 1
 LZ1824  NAD 83(1986)-  41 38 00.62094(N)    077 55 58.61406(W) AD(       ) 1
 LZ1824  NAD 27      -  41 38 00.38388(N)    077 55 59.62246(W) AD(       ) 1
 LZ1824  NGVD 29 (07/19/86)  731.9    (m)         2401.     (f) VERT ANG       
 LZ1824
 LZ1824.Superseded values are not recommended for survey control.
 LZ1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1824.See file dsdata.txt to determine how the superseded data were derived.
 LZ1824
 LZ1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM5569913242(NAD 83)
 LZ1824_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1824_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LZ1824
 LZ1824  HISTORY     - Date     Condition        Report By
 LZ1824  HISTORY     - 1967     MONUMENTED       CGS
 LZ1824
 LZ1824                          STATION DESCRIPTION
 LZ1824
 LZ1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 LZ1824'THE STATION IS LOCATED ABOUT 11 MILES SOUTH-SOUTHEAST OF COUDERSPORT,
 LZ1824'8.5 MILES EAST OF AUSTIN, 2.5 MILES WEST- NORTHWEST OF
 LZ1824'CONRAD AND ON PROPERTY OWNED BY THE STATE FOREST LAND.
 LZ1824'
 LZ1824'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 LZ1824'HIGHWAY 44, JUST SOUTHWEST OF THE COURTHOUSE IN COUDERSPORT, GO
 LZ1824'EASTERLY ON U.S. HIGHWAY 6 AND STATE HIGHWAY 44 FOR 4.0 MILES TO
 LZ1824'THEIR JUNCTION, KEEP RIGHT ON STATE HIGHWAY 44 AND GO SOUTHEAST
 LZ1824'FOR 6.4 MILES TO THE PATTERSON STATE FOREST PICNIC AREA.  CONTINUE
 LZ1824'SOUTHEAST ON THE HIGHWAY FOR 1.95 MILES TO A SIDE ROAD ON THE RIGHT
 LZ1824'AND SIGN ROCK RIDGE ROAD, TO PROUTY LICK NELSON RUN AND WILD BOG
 LZ1824'ROADS.  TURN RIGHT ON THE GRAVELED ROAD AND GO SOUTHERLY FOR 4.2
 LZ1824'MILES TO A CROSSROAD AND SIGN NELSON RUN ROAD.  CONTINUE
 LZ1824'STRAIGHT AHEAD IN A SOUTHERLY DIRECTION AND GO 1.25 MILES TO A
 LZ1824'TRIANGULAR BLAZED TREE AND THE STATION ON THE RIGHT.
 LZ1824'
 LZ1824'THE STATION MARK IS A STANDARD DISK STAMPED CONRAD 1967, SET IN THE
 LZ1824'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3
 LZ1824'INCHES ABOVE THE GROUND.  IT IS 30 FEET NORTHEAST OF A 28-INCH TREE
 LZ1824'WITH A TRIANGULAR BLAZE, 27 FEET NORTH OF THE CENTER OF THE GRAVELED
 LZ1824'ROAD AND 6.4 FEET NORTH-NORTHEAST OF A METAL WITNESS POST.
 LZ1824'
 LZ1824'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CONRAD NO 1 1967,
 LZ1824'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 2 FEET.
 LZ1824'IT IS 35 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD AND ABOUT 1
 LZ1824'FOOT HIGHER THAN THE STATION MARK.
 LZ1824'
 LZ1824'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CONRAD NO 2 1967,
 LZ1824'CEMENTED IN A DRILL HOLE IN A 1 BY 5 FOOT LEDGE ROCK WHICH PROJECTS
 LZ1824'ABOUT 1 FOOT.  IT IS 54 FEET SOUTH OF THE CENTER OF THE GRAVELED
 LZ1824'ROAD, 3.2 FEET NORTHEAST OF A METAL WITNESS POST AND ABOUT 2
 LZ1824'FEET HIGHER THAN THE STATION MARK.
 LZ1824'
 LZ1824'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CONRAD 1967, CEMENTED IN
 LZ1824'A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  IT IS 16
 LZ1824'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD AND 3 FEET EAST-SOUTH
 LZ1824'EAST OF A METAL WITNESS POST.
 LZ1824'
 LZ1824'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE GRAVELED
 LZ1824'ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 LZ1824'
 LZ1824'HEIGHT OF LIGHT ABOVE STATION MARK 34.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1788 ***********************************************************************
 NC1788  DESIGNATION -  CONRAD LSC 1975
 NC1788  PID         -  NC1788
 NC1788  STATE/COUNTY-  PA/ERIE
 NC1788  USGS QUAD   -  HARBORCREEK (1996)
 NC1788
 NC1788                         *CURRENT SURVEY CONTROL
 NC1788  ___________________________________________________________________
 NC1788* NAD 83(1992)-  42 10 27.08605(N)    079 59 38.23733(W)     ADJUSTED  
 NC1788* NAVD 88     -       217.     (meters)     712.     (feet)  VERTCON   
 NC1788  ___________________________________________________________________
 NC1788  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 NC1788  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 NC1788
 NC1788  HORZ ORDER  -  THIRD
 NC1788
 NC1788.The horizontal coordinates were established by classical geodetic methods
 NC1788.and adjusted by the National Geodetic Survey in June 2002..
 NC1788.No horizontal observational check was made to the station.
 NC1788
 NC1788.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1788
 NC1788.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1788
 NC1788.The geoid height was determined by GEOID03.
 NC1788
 NC1788;                    North         East     Units Scale Factor Converg.
 NC1788;SPC PA N     -   225,355.568   414,607.100   MT  1.00004409   -1 29 04.1
 NC1788;SPC PA N     -   739,354.06  1,360,256.79   sFT  1.00004409   -1 29 04.1
 NC1788;SPC NY W     -   242,404.297   233,454.318   MT  1.00010457   -0 56 49.8
 NC1788;SPC NY W     -   795,288.10    765,924.71   sFT  1.00010457   -0 56 49.8
 NC1788;UTM  17      - 4,669,606.495   583,091.081   MT  0.99968495   +0 40 31.7
 NC1788
 NC1788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1788!SPC PA N     -   0.99997147  x   1.00004409  =   1.00001556
 NC1788!SPC NY W     -   0.99997147  x   1.00010457  =   1.00007604
 NC1788!UTM  17      -   0.99997147  x   0.99968495  =   0.99965643
 NC1788
 NC1788                          SUPERSEDED SURVEY CONTROL
 NC1788
 NC1788  NAD 83(1996)-  42 10 27.08762(N)    079 59 38.23731(W) AD(       ) 3
 NC1788  NAD 83(1995)-  42 10 27.08686(N)    079 59 38.23487(W) AD(       ) 3
 NC1788  NAD 83(1986)-  42 10 27.08757(N)    079 59 38.23529(W) AD(       ) 3
 NC1788  NAD 27      -  42 10 26.85650(N)    079 59 38.99007(W) AD(       ) 3
 NC1788  NGVD 29 (07/19/86)  217.     (m)          712.     (f) VERT ANG       
 NC1788
 NC1788.Superseded values are not recommended for survey control.
 NC1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1788.See file dsdata.txt to determine how the superseded data were derived.
 NC1788
 NC1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG8309169606(NAD 83)
 NC1788_MARKER: DD = SURVEY DISK
 NC1788_SETTING: 0 = UNSPECIFIED SETTING
 NC1788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC1788
 NC1788  HISTORY     - Date     Condition        Report By
 NC1788  HISTORY     - 1975     MONUMENTED       USLS
 NC1788
 NC1788                          STATION DESCRIPTION
 NC1788
 NC1788'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 NC1788'THIRD ORDER, CLASS I, EODM TRAVERSE STATION - POSITIONED DIRECT
 NC1788'BY RANGE/AZIMUTH OBSERVATIONS FROM ERIE HARBOR LSC, 1975.
 NC1788'
 NC1788'STATION IS LOCATED ABOUT 6 MILES EAST OF ERIE, PA. ATOP THE ROOF
 NC1788'OF THE CONRAD HOUSE, A HOME FOR THE RETIRED AND AGED.
 NC1788'
 NC1788'TO REACH THE STATION FROM THE DOWNTOWN ERIE AREA (PERRY SQUARE),
 NC1788'TRAVEL EAST ON PA. ALT. RTE. 5 AND RTE. 5, 5.8 MILES TO THE
 NC1788'CONRAD HOUSE DRIVE, LOCATED 0.5 MILES EAST OF WALBRIDGE ROAD.  TURN
 NC1788'LEFT, NORTH, AND PROCEED TO THE MAIN ENTRANCE.  TAKE ELEVATOR UP
 NC1788'TO THE 8TH FLOOR AND CONTINUE UP ACCESS STAIRS TO ROOF.  PROCEED
 NC1788'TO NORTH END OF ROOF AND THE STATION.
 NC1788'
 NC1788'STATION IS A STANDARD NOS BRONZE DISK STAMPED CONRAD LSC 1975,
 NC1788'EPOXIED TO THE ROOF, AND IS 15.45 FEET NORTH OF THE NORTHWEST
 NC1788'CORNER OF AN AIR CONDITIONING UNIT.  25.32 FEET WEST OF THE
 NC1788'NORTHEAST CORNER OF THE BUILDING.  AND 25.31 FEET EAST OF THE
 NC1788'NORTHWEST CORNER.
 NC1788'
 NC1788'PERMISSION TO ACCESS WAS OBTAINED FROM THE CONRAD HOUSE MANAGER.
 NC1788'
 NC1788'NO REFERENCE MARKS WERE SET.  STATION AFFORDS UNOBSTRUCTED
 NC1788'VISIBILITY TO ALL POINTS SEAWARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3725 ***********************************************************************
 KV3725  DESIGNATION -  CONSHOHOCKEN
 KV3725  PID         -  KV3725
 KV3725  STATE/COUNTY-  PA/MONTGOMERY
 KV3725  USGS QUAD   -  NORRISTOWN (1992)
 KV3725
 KV3725                         *CURRENT SURVEY CONTROL
 KV3725  ___________________________________________________________________
 KV3725* NAD 83(1992)-  40 04 59.73749(N)    075 17 44.77897(W)     ADJUSTED  
 KV3725* NAVD 88     -        72.5    (meters)     238.     (feet)  VERTCON   
 KV3725  ___________________________________________________________________
 KV3725  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 KV3725  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KV3725
 KV3725  HORZ ORDER  -  SECOND
 KV3725
 KV3725.The horizontal coordinates were established by classical geodetic methods
 KV3725.and adjusted by the National Geodetic Survey in June 2002..
 KV3725
 KV3725.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV3725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV3725
 KV3725.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3725
 KV3725.The geoid height was determined by GEOID03.
 KV3725
 KV3725;                    North         East     Units Scale Factor Converg.
 KV3725;SPC PA S     -    86,176.170   809,290.097   MT  0.99997994   +1 35 32.2
 KV3725;SPC PA S     -   282,729.65  2,655,145.93   sFT  0.99997994   +1 35 32.2
 KV3725;UTM  18      - 4,437,040.286   474,783.668   MT  0.99960783   -0 11 25.6
 KV3725
 KV3725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3725!SPC PA S     -   0.99999387  x   0.99997994  =   0.99997381
 KV3725!UTM  18      -   0.99999387  x   0.99960783  =   0.99960170
 KV3725
 KV3725:                Primary Azimuth Mark                     Grid Az
 KV3725:SPC PA S     -  CONSHOHOCKEN AZ MK                       129 29 14.8
 KV3725:UTM  18      -  CONSHOHOCKEN AZ MK                       131 16 12.6
 KV3725
 KV3725|---------------------------------------------------------------------|
 KV3725| PID    Reference Object                     Distance      Geod. Az  |
 KV3725|                                                           dddmmss.s |
 KV3725| CB3871 CONSHOHOCKEN AZ MK                                 1310447.0 |
 KV3725| CB3872 CONSHOHOCKEN RM 1                    20.697 METERS 24245     |
 KV3725| CB3873 CONSHOHOCKEN RM 2                    21.534 METERS 32025     |
 KV3725|---------------------------------------------------------------------|
 KV3725
 KV3725                          SUPERSEDED SURVEY CONTROL
 KV3725
 KV3725  NAD 83(1996)-  40 04 59.73672(N)    075 17 44.77787(W) AD(       ) 2
 KV3725  NAD 83(1991)-  40 04 59.73446(N)    075 17 44.78069(W) AD(       ) 2
 KV3725  NAD 83(1986)-  40 04 59.72947(N)    075 17 44.78113(W) AD(       ) 2
 KV3725  NAD 27      -  40 04 59.32000(N)    075 17 46.12330(W) AD(       ) 2
 KV3725  NGVD 29 (07/19/86)   72.8    (m)          239.     (f) VERT ANG       
 KV3725
 KV3725.Superseded values are not recommended for survey control.
 KV3725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3725.See file dsdata.txt to determine how the superseded data were derived.
 KV3725
 KV3725_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7478437040(NAD 83)
 KV3725_MARKER: DS = TRIANGULATION STATION DISK
 KV3725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3725
 KV3725  HISTORY     - Date     Condition        Report By
 KV3725  HISTORY     - 1961     MONUMENTED       CGS
 KV3725  HISTORY     - 1983     GOOD             PADT
 KV3725  HISTORY     - 19880519 MARK NOT FOUND   USPSQD
 KV3725  HISTORY     - 19951104 MARK NOT FOUND   USPSQD
 KV3725
 KV3725                          STATION DESCRIPTION
 KV3725
 KV3725'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 KV3725'THE STATION IS LOCATED IN AND NEAR THE CENTRAL SECTION OF THE CITY OF
 KV3725'CONSHOHOCKEN, ON THE GROUNDS OF THE PHILADELPHIA SURBURBAN WATER
 KV3725'COMPANY, 111.30 FEET NORTHEAST OF THE MUNICIPAL STANDPIPE, 64.2 FEET
 KV3725'WEST OF A ONE-STORY RED BRICK BUILDING, 62.4 FEET NORTHEAST OF
 KV3725'A 4 X 4 INCH CONCRETE, YELLOW, PROPERTY LINE POST AND 46.5 FEET NORTH
 KV3725'OF THE APPROXIMATE CENTERLINE OF A GRAVEL ROAD.
 KV3725'
 KV3725'TO REACH THE STATION FROM THE POST OFFICE IN CONSHOHOCKEN, GO
 KV3725'EAST-NORTHEAST ON FAYETTE STREET FOR 0.6 MILE TO THE INTERSECTION
 KV3725'OF FAYETTE STREET AND 13TH STREET.  TURN RIGHT AND GO
 KV3725'SOUTH-SOUTHWEST ON 13TH STREET FOR 0.05 MILE TO A GRAVEL ROAD AND
 KV3725'THE DRIVEWAY INTO THE WATER GROUNDS.  TURN RIGHT AND GO WEST ON THE
 KV3725'GRAVEL ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 KV3725'
 KV3725'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVEL
 KV3725'ROAD FOR 0.02 MILE TO THE INTERSECTION OF 13TH STREET. TURN RIGHT AND
 KV3725'GO SOUTH-SOUTHWEST ON 13TH STREET FOR 0.1 MILE TO THE INTERSECTION OF
 KV3725'13TH AND HALLOWELL STREET.  TURN RIGHT AND GO WEST ON HALLOWELL
 KV3725'STREET FOR 0.03 MILE TO POWERLINE POLE NO. 60690 AND THE AZIMUTH MARK
 KV3725'ON THE RIGHT, NORTH, SIDE OF THE STREET.
 KV3725'
 KV3725'THE STATION MARK, A STANDARD DISK STAMPED CONSHOHOCKEN 1961, IS SET
 KV3725'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 KV3725'GROUND SURFACE.
 KV3725'
 KV3725'REFERENCE MARK 1, A STANDARD DISK STAMPED CONSHOHOCKEN NO 1 1961, IS
 KV3725'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 KV3725'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 73.9 FEET
 KV3725'SOUTH-SOUTHWEST OF THE SOUTHWEST SIDE OF THE MUNICIPAL STANDPIPE,
 KV3725'42.0 FEET NORTHEAST OF THE CENTERLINE OF A GRAVEL ROAD, 6.5 FEET
 KV3725'SOUTH OF A 4 X 4 INCH YELLOW CONCRETE PROPERTY LINE POST AND IS
 KV3725'ABOUT THE SAME ELEVATION AS THE STATION.
 KV3725'
 KV3725'REFERENCE MARK 2, A STANDARD DISK STAMPED CONSHOHOCKEN NO 2 1961, IS
 KV3725'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 KV3725'FLUSH WITH THE GROUND SURFACE.  IT IS 80.2 FEET NORTH OF THE YELLOW
 KV3725'CONCRETE PROPERTY LINE POST, 37.3 FEET NORTHEAST OF THE MUNICIPAL
 KV3725'STANDPIPE AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 KV3725'
 KV3725'AZIMUTH MARK, A STANDARD DISK STAMPED CONSHOHOCKEN 1961, IS SET IN
 KV3725'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 KV3725'ABOUT 1 INCH ABOVE GROUND SURFACE.  IT IS 162.0 FEET WEST OF THE
 KV3725'CENTER OF THE INTERSECTION OF 13TH AND HALLOWELL STREETS, 20.0
 KV3725'FEET NORTH OF THE CENTERLINE OF HALLOWELL STREET AND 1.8 FEET EAST OF
 KV3725'POWERLINE POLE NO. 60690.
 KV3725'
 KV3725'HEIGHT OF LIGHT ABOVE STATION MARK 26.00 METERS.
 KV3725
 KV3725                          STATION RECOVERY (1983)
 KV3725
 KV3725'RECOVERY NOTE BY PA DEPT OF TRANSP 1983 (JAY)
 KV3725'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 KV3725'RECOVERED IN GOOD CONDITION.  THE STATION REMAINS ON PROPERTY OF THE
 KV3725'PHILADELPHIA SUBURBAN WATER COMPANY HOWEVER THE CONSHOHOCKEN
 KV3725'MUNICIPAL WATER TANK IS NO LONGER IN EXISTANCE.  THE DISTANCES TO THE
 KV3725'REFERENCE MARKS WERE CHECKED AND THE DISTANCE BETWEEN THE REFERENCE
 KV3725'MARKS WAS MEASURED.  THE PREVIOUS DESCRIPTION OF THE AZIMUTH MARK IS
 KV3725'ADEQUATE EXCEPT THAT THE MARK PROJECTS 30 CM ABOVE THE GROUND.  A
 KV3725'NEW STATION DESCRIPTION FOLLOWS.
 KV3725'
 KV3725'TO REACH THE STATION FROM THE POST OFFICE IN CONSHOHOCKEN, GO
 KV3725'NORTHEAST ON FAYETTE STREET FOR 1.0 KM (0.6 MI) TO THE INTERSECTION
 KV3725'OF FAYETTE STREET AND THIRTEENTH STREET.  TURN RIGHT AND GO SOUTHEAST
 KV3725'ON THIRTEENTH STREET FOR 0.1 KM (0.05 MI) TO A GRAVEL ROAD AND THE
 KV3725'DRIVEWAY INTO THE WATER COMPANY GROUNDS.  TURN RIGHT AND GO SOUTHWEST
 KV3725'ON THE GRAVEL ROAD FOR 0.03 KM (0.02 MI) TO THE STATION ON THE RIGHT.
 KV3725'
 KV3725'THE STATION MARK IS A STANDARD DISK STAMPED---CONSHOHOCKEN 1961---
 KV3725'AND SET IN THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON SIDE
 KV3725'RECESSED 8 CM BELOW THE GROUND LOCATED 19.6 M (64.2 FT) SOUTHWEST
 KV3725'FROM A ONE-STORY BRICK BUILDING ON THE CORNER OF THIRTEENTH STREET
 KV3725'AND THE GRAVEL ROAD AND 13.7 M (45.0 FT) NORTH FROM THE CENTERLINE OF
 KV3725'THE GRAVEL ROAD.
 KV3725'
 KV3725'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---CONSHOHOCKEN NO 1 1961
 KV3725'---SET IN THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON SIDE
 KV3725'RECESSED 10 CM BELOW THE GROUND LOCATED 0.6 M (2.0 FT)
 KV3725'SOUTH-SOUTHWEST FROM THE MOST SOUTHWESTERLY OF TWO IRON MANHOLES.
 KV3725'
 KV3725'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---CONSHOHOCKEN NO 2 1961
 KV3725'---SET IN THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON SIDE FLUSH
 KV3725'WITH THE GROUND LOCATED 20.1 M (65.8 FT) WEST FROM THE SOUTHWEST
 KV3725'CORNER OF THE ONE-STORY BRICK BUILDING AND 2.6 M (8.5 FT)
 KV3725'EAST-NORTHEAST FROM A GROUP OF 4-30 CM MAPLE TREES.
 KV3725
 KV3725                          STATION RECOVERY (1988)
 KV3725
 KV3725'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDC)
 KV3725'MARK NOT FOUND.
 KV3725
 KV3725                          STATION RECOVERY (1995)
 KV3725
 KV3725'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3725'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3724 ***********************************************************************
 KV3724  DESIGNATION -  CONSHOHOCKEN MUN SPIPE 1961
 KV3724  PID         -  KV3724
 KV3724  STATE/COUNTY-  PA/MONTGOMERY
 KV3724  USGS QUAD   -  NORRISTOWN (1992)
 KV3724
 KV3724                         *CURRENT SURVEY CONTROL
 KV3724  ___________________________________________________________________
 KV3724* NAD 83(1992)-  40 05 00.24305(N)    075 17 46.05065(W)     ADJUSTED  
 KV3724* NAVD 88     -                                                        
 KV3724  ___________________________________________________________________
 KV3724  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 KV3724  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KV3724
 KV3724  HORZ ORDER  -  THIRD
 KV3724
 KV3724.The horizontal coordinates were established by classical geodetic methods
 KV3724.and adjusted by the National Geodetic Survey in June 2002..
 KV3724
 KV3724
 KV3724.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3724
 KV3724.The geoid height was determined by GEOID03.
 KV3724
 KV3724;                    North         East     Units Scale Factor Converg.
 KV3724;SPC PA S     -    86,190.920   809,259.548   MT  0.99997993   +1 35 31.4
 KV3724;SPC PA S     -   282,778.04  2,655,045.70   sFT  0.99997993   +1 35 31.4
 KV3724;UTM  18      - 4,437,055.973   474,753.603   MT  0.99960785   -0 11 26.4
 KV3724
 KV3724                          SUPERSEDED SURVEY CONTROL
 KV3724
 KV3724  NAD 83(1996)-  40 05 00.24228(N)    075 17 46.04955(W) AD(       ) 4
 KV3724  NAD 83(1991)-  40 05 00.24002(N)    075 17 46.05236(W) AD(       ) 4
 KV3724  NAD 83(1986)-  40 05 00.23504(N)    075 17 46.05279(W) AD(       ) 4
 KV3724  NAD 27      -  40 04 59.82600(N)    075 17 47.39500(W) AD(       ) 3
 KV3724
 KV3724.Superseded values are not recommended for survey control.
 KV3724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3724.See file dsdata.txt to determine how the superseded data were derived.
 KV3724
 KV3724_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7475437056(NAD 83)
 KV3724_MARKER: 52 = STANDPIPE TANK
 KV3724
 KV3724  HISTORY     - Date     Condition        Report By
 KV3724  HISTORY     - 1961     FIRST OBSERVED   CGS
 KV3724  HISTORY     - 19951104 MARK NOT FOUND   USPSQD
 KV3724
 KV3724                          STATION DESCRIPTION
 KV3724
 KV3724'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 KV3724'THE STATION IS LOCATED NEAR THE CENTRAL SECTION OF THE CITY OF
 KV3724'CONSHOHOCKEN, ON THE GROUNDS OF THE PHILADELPHIA SURBURBAN
 KV3724'WATER COMPANY.  THE STRUCTURE IS 36.0 FEET IN DIAMETER, PAINTED GRAY,
 KV3724'WITH A BALL SHAPED VENT AT THE APEX AND CENTER AND THE OVERALL
 KV3724'HEIGHT IS APPROXIMATELY 60.0 FEET.
 KV3724'
 KV3724'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CONSHOHOCKEN,
 KV3724'DISTANCE BEING 111.30 FEET (33.924 METERS) SOUTHEAST OF
 KV3724'STATION CONCHONOCKEN.
 KV3724
 KV3724                          STATION RECOVERY (1995)
 KV3724
 KV3724'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3732 ***********************************************************************
 KV3732  DESIGNATION -  CONSHOHOCKEN RAD WFIL CEN MAST
 KV3732  PID         -  KV3732
 KV3732  STATE/COUNTY-  PA/MONTGOMERY
 KV3732  USGS QUAD   -  NORRISTOWN (1992)
 KV3732
 KV3732                         *CURRENT SURVEY CONTROL
 KV3732  ___________________________________________________________________
 KV3732* NAD 83(1992)-  40 05 59.70525(N)    075 15 44.82064(W)     ADJUSTED  
 KV3732* NAVD 88     -                                                        
 KV3732  ___________________________________________________________________
 KV3732  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 KV3732  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KV3732
 KV3732  HORZ ORDER  -  THIRD
 KV3732
 KV3732.The horizontal coordinates were established by classical geodetic methods
 KV3732.and adjusted by the National Geodetic Survey in June 2002..
 KV3732
 KV3732
 KV3732.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3732
 KV3732.The geoid height was determined by GEOID03.
 KV3732
 KV3732;                    North         East     Units Scale Factor Converg.
 KV3732;SPC PA S     -    88,104.515   812,078.850   MT  0.99997813   +1 36 50.1
 KV3732;SPC PA S     -   289,056.23  2,664,295.36   sFT  0.99997813   +1 36 50.1
 KV3732;UTM  18      - 4,438,880.250   477,630.005   MT  0.99960616   -0 10 08.6
 KV3732
 KV3732                          SUPERSEDED SURVEY CONTROL
 KV3732
 KV3732  NAD 83(1996)-  40 05 59.70435(N)    075 15 44.81952(W) AD(       ) 4
 KV3732  NAD 83(1991)-  40 05 59.70195(N)    075 15 44.82231(W) AD(       ) 4
 KV3732  NAD 83(1986)-  40 05 59.69638(N)    075 15 44.82235(W) AD(       ) 4
 KV3732  NAD 27      -  40 05 59.29000(N)    075 15 46.17000(W) AD(       ) 3
 KV3732
 KV3732.Superseded values are not recommended for survey control.
 KV3732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3732.See file dsdata.txt to determine how the superseded data were derived.
 KV3732
 KV3732_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7763038880(NAD 83)
 KV3732_MARKER: 42 = RADIO/TV MAST
 KV3732
 KV3732  HISTORY     - Date     Condition        Report By
 KV3732  HISTORY     - 1961     FIRST OBSERVED   CGS
 KV3732  HISTORY     - 1983     GOOD             BSA
 KV3732  HISTORY     - 19961104 GOOD             USPSQD
 KV3732  HISTORY     - 19981121 MARK NOT FOUND   USPSQD
 KV3732
 KV3732                          STATION DESCRIPTION
 KV3732
 KV3732'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 KV3732'THE STATION IS THE RED-FLASHING LIGHT AT THE APEX OF THE CENTER ONE
 KV3732'OF THREE RADIO STATION WFIL MAST.  LOCATED ON THE HIGHEST POINT OF
 KV3732'A PROMINENT BARE HILL ABOUT 1-1/2 MILES SOUTHEAST OF CONSHOHOCKEN.
 KV3732'THE STRUCTURE IS A 4-LEGGED LACE STEEL STRUCTURE WITH A 20 FOOT
 KV3732'BASE, PAINTED ALTERNATELY ORANGE AND WHITE WITH AN OVERALL HEIGHT OF
 KV3732'APPROXIMATELY 300.0 FEET.
 KV3732
 KV3732                          STATION RECOVERY (1983)
 KV3732
 KV3732'RECOVERY NOTE BY BOY SCOUTS OF AMERICA 1983 (DD)
 KV3732'STATION RECOVERED GOOD.
 KV3732
 KV3732                          STATION RECOVERY (1996)
 KV3732
 KV3732'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV3732'RECOVERED IN GOOD CONDITION.
 KV3732
 KV3732                          STATION RECOVERY (1998)
 KV3732
 KV3732'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV3732'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3735 ***********************************************************************
 KV3735  DESIGNATION -  CONSHOHOCKEN RAD WIBC N 3 OF 5
 KV3735  PID         -  KV3735
 KV3735  STATE/COUNTY-  PA/MONTGOMERY
 KV3735  USGS QUAD   -  NORRISTOWN (1992)
 KV3735
 KV3735                         *CURRENT SURVEY CONTROL
 KV3735  ___________________________________________________________________
 KV3735* NAD 83(1992)-  40 05 47.68528(N)    075 16 41.05669(W)     ADJUSTED  
 KV3735* NAVD 88     -                                                        
 KV3735  ___________________________________________________________________
 KV3735  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 KV3735  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KV3735
 KV3735  HORZ ORDER  -  THIRD
 KV3735
 KV3735.The horizontal coordinates were established by classical geodetic methods
 KV3735.and adjusted by the National Geodetic Survey in June 2002..
 KV3735
 KV3735
 KV3735.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3735
 KV3735.The geoid height was determined by GEOID03.
 KV3735
 KV3735;                    North         East     Units Scale Factor Converg.
 KV3735;SPC PA S     -    87,696.535   810,757.778   MT  0.99997849   +1 36 13.6
 KV3735;SPC PA S     -   287,717.72  2,659,961.14   sFT  0.99997849   +1 36 13.6
 KV3735;UTM  18      - 4,438,513.706   476,297.375   MT  0.99960692   -0 10 44.8
 KV3735
 KV3735                          SUPERSEDED SURVEY CONTROL
 KV3735
 KV3735  NAD 83(1996)-  40 05 47.68442(N)    075 16 41.05555(W) AD(       ) 4
 KV3735  NAD 83(1991)-  40 05 47.68213(N)    075 16 41.05838(W) AD(       ) 4
 KV3735  NAD 83(1986)-  40 05 47.67689(N)    075 16 41.05841(W) AD(       ) 4
 KV3735  NAD 27      -  40 05 47.26900(N)    075 16 42.40400(W) AD(       ) 3
 KV3735
 KV3735.Superseded values are not recommended for survey control.
 KV3735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3735.See file dsdata.txt to determine how the superseded data were derived.
 KV3735
 KV3735_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7629738514(NAD 83)
 KV3735_MARKER: 42 = RADIO/TV MAST
 KV3735
 KV3735  HISTORY     - Date     Condition        Report By
 KV3735  HISTORY     - 1961     FIRST OBSERVED   CGS
 KV3735  HISTORY     - 1962     GOOD             AEROS
 KV3735  HISTORY     - 1983     GOOD             BSA
 KV3735
 KV3735                          STATION DESCRIPTION
 KV3735
 KV3735'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 KV3735'THE STATION IS THE RED-FLASHING LIGHT AT THE APEX OF THE NORTH 3 OF
 KV3735'FIVE RADIO STATION WIBC MAST.  LOCATED ABOUT 1.0 MILE SOUTH OF
 KV3735'CONSHOHOCKEN AND ON A PROMINENT LONG NORTH AND SOUTH RIDGE.  THE
 KV3735'STRUCTURE IS CONSTRUCTED OF LACED STEEL, TRIANGULAR SHAPED 2 X 2
 KV3735'FOOT SIDES, SET ON A SWIVEL WHICH IS MOUNTED ON A 1 X 1 FOOT SQUARE
 KV3735'CONCRETE MONUMENT.  THE STRUCTURE IS PAINTED ALTERNATELY ORANGE
 KV3735'AND WHITE AND THE OVERALL HEIGHT IS APPROXIMATELY 200.0 FEET.
 KV3735
 KV3735                          STATION RECOVERY (1962)
 KV3735
 KV3735'RECOVERY NOTE BY AERO SERVICE CORPORATION 1962
 KV3735'STATION RECOVERED AS DESCRIBED.
 KV3735
 KV3735                          STATION RECOVERY (1983)
 KV3735
 KV3735'RECOVERY NOTE BY BOY SCOUTS OF AMERICA 1983 (DD)
 KV3735'STATION RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3736 ***********************************************************************
 KV3736  DESIGNATION -  CONSHOHOCKEN RAD WIBC N 2 OF 5
 KV3736  PID         -  KV3736
 KV3736  STATE/COUNTY-  PA/MONTGOMERY
 KV3736  USGS QUAD   -  NORRISTOWN (1992)
 KV3736
 KV3736                         *CURRENT SURVEY CONTROL
 KV3736  ___________________________________________________________________
 KV3736* NAD 83(1992)-  40 05 45.84356(N)    075 16 38.97921(W)     ADJUSTED  
 KV3736* NAVD 88     -                                                        
 KV3736  ___________________________________________________________________
 KV3736  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 KV3736  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KV3736
 KV3736  HORZ ORDER  -  THIRD
 KV3736
 KV3736.The horizontal coordinates were established by classical geodetic methods
 KV3736.and adjusted by the National Geodetic Survey in June 2002..
 KV3736
 KV3736
 KV3736.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3736
 KV3736.The geoid height was determined by GEOID03.
 KV3736
 KV3736;                    North         East     Units Scale Factor Converg.
 KV3736;SPC PA S     -    87,641.131   810,808.558   MT  0.99997854   +1 36 14.9
 KV3736;SPC PA S     -   287,535.94  2,660,127.74   sFT  0.99997854   +1 36 14.9
 KV3736;UTM  18      - 4,438,456.770   476,346.388   MT  0.99960689   -0 10 43.4
 KV3736
 KV3736                          SUPERSEDED SURVEY CONTROL
 KV3736
 KV3736  NAD 83(1996)-  40 05 45.84271(N)    075 16 38.97807(W) AD(       ) 4
 KV3736  NAD 83(1991)-  40 05 45.84041(N)    075 16 38.98089(W) AD(       ) 4
 KV3736  NAD 83(1986)-  40 05 45.83516(N)    075 16 38.98093(W) AD(       ) 4
 KV3736  NAD 27      -  40 05 45.42800(N)    075 16 40.32700(W) AD(       ) 3
 KV3736
 KV3736.Superseded values are not recommended for survey control.
 KV3736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3736.See file dsdata.txt to determine how the superseded data were derived.
 KV3736
 KV3736_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7634638457(NAD 83)
 KV3736_MARKER: 42 = RADIO/TV MAST
 KV3736
 KV3736  HISTORY     - Date     Condition        Report By
 KV3736  HISTORY     - 1961     FIRST OBSERVED   CGS
 KV3736  HISTORY     - 1983     GOOD             BSA
 KV3736  HISTORY     - 19981121 GOOD             USPSQD
 KV3736
 KV3736                          STATION DESCRIPTION
 KV3736
 KV3736'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 KV3736'THE STATION IS THE RED-FLASHING LIGHT AT THE APEX OF THE NORTH TWO OF
 KV3736'FIVE RADIO STATION WIBC MAST.  LOCATED ABOUT 1.0 MILE SOUTH OF
 KV3736'CONSHOHOCKEN AND ON A PROMINENT LONG NORTH AND SOUTH RIDGE.  THE
 KV3736'STRUCTURE IS CONSTRUCTED OF LACED STEEL, TRIANGULAR SHAPED 2 X 2
 KV3736'FOOT SIDES, SET ON A SWIVEL WHICH IS MOUNTED ON A 1 X 1 FOOT SQUARE
 KV3736'CONCRETE MONUMENT.  THE STRUCTURE IS PAINTED ALTERNATELY ORANGE
 KV3736'AND WHITE AND THE OVERALL HEIGHT IS APPROXIMATELY 200.0 FEET.
 KV3736
 KV3736                          STATION RECOVERY (1983)
 KV3736
 KV3736'RECOVERY NOTE BY BOY SCOUTS OF AMERICA 1983 (DD)
 KV3736'STATION RECOVERED GOOD.
 KV3736
 KV3736                          STATION RECOVERY (1998)
 KV3736
 KV3736'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV3736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3737 ***********************************************************************
 KV3737  DESIGNATION -  CONSHOHOCKEN RAD WIBC N 1 OF 5
 KV3737  PID         -  KV3737
 KV3737  STATE/COUNTY-  PA/MONTGOMERY
 KV3737  USGS QUAD   -  NORRISTOWN (1992)
 KV3737
 KV3737                         *CURRENT SURVEY CONTROL
 KV3737  ___________________________________________________________________
 KV3737* NAD 83(1992)-  40 05 43.96169(N)    075 16 36.86186(W)     ADJUSTED  
 KV3737* NAVD 88     -                                                        
 KV3737  ___________________________________________________________________
 KV3737  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 KV3737  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KV3737
 KV3737  HORZ ORDER  -  THIRD
 KV3737
 KV3737.The horizontal coordinates were established by classical geodetic methods
 KV3737.and adjusted by the National Geodetic Survey in June 2002..
 KV3737
 KV3737
 KV3737.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3737
 KV3737.The geoid height was determined by GEOID03.
 KV3737
 KV3737;                    North         East     Units Scale Factor Converg.
 KV3737;SPC PA S     -    87,584.515   810,860.316   MT  0.99997860   +1 36 16.3
 KV3737;SPC PA S     -   287,350.20  2,660,297.55   sFT  0.99997860   +1 36 16.3
 KV3737;UTM  18      - 4,438,398.593   476,396.342   MT  0.99960686   -0 10 42.0
 KV3737
 KV3737                          SUPERSEDED SURVEY CONTROL
 KV3737
 KV3737  NAD 83(1996)-  40 05 43.96084(N)    075 16 36.86072(W) AD(       ) 4
 KV3737  NAD 83(1991)-  40 05 43.95855(N)    075 16 36.86353(W) AD(       ) 4
 KV3737  NAD 83(1986)-  40 05 43.95329(N)    075 16 36.86359(W) AD(       ) 4
 KV3737  NAD 27      -  40 05 43.54600(N)    075 16 38.20900(W) AD(       ) 3
 KV3737
 KV3737.Superseded values are not recommended for survey control.
 KV3737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3737.See file dsdata.txt to determine how the superseded data were derived.
 KV3737
 KV3737_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7639638399(NAD 83)
 KV3737_MARKER: 42 = RADIO/TV MAST
 KV3737
 KV3737  HISTORY     - Date     Condition        Report By
 KV3737  HISTORY     - 1961     FIRST OBSERVED   CGS
 KV3737  HISTORY     - 1983     GOOD             BSA
 KV3737  HISTORY     - 19981121 GOOD             USPSQD
 KV3737
 KV3737                          STATION DESCRIPTION
 KV3737
 KV3737'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 KV3737'THE STATION IS THE RED-FLASHING LIGHT AT THE APEX OF THE NORTH ONE OF
 KV3737'FIVE RADIO STATION MAST.  LOCATED ABOUT 1.0 MILE SOUTH OF
 KV3737'CONSHOHOCKEN AND ON A PROMINENT LONG NORTH AND SOUTH RIDGE.  THE
 KV3737'STRUCTURE IS CONSTRUCTED OF LACED STEEL, TRIANGULAR SHAPED 2 X
 KV3737'2 FOOT SIDES, SET ON A SWIVEL WHICH IS MOUNTED ON A 1 X 1 FOOT SQUARE
 KV3737'CONCRETE MONUMENT.  THE STRUCTURE IS PAINTED ALTERNATELY ORANGE
 KV3737'AND WHITE AND THE OVERALL HEIGHT IS APPROXIMATELY 200.0 FEET.
 KV3737
 KV3737                          STATION RECOVERY (1983)
 KV3737
 KV3737'RECOVERY NOTE BY BOY SCOUTS OF AMERICA 1983 (DD)
 KV3737'STATION RECOVERED GOOD.
 KV3737
 KV3737                          STATION RECOVERY (1998)
 KV3737
 KV3737'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV3737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3716 ***********************************************************************
 KV3716  DESIGNATION -  CONSHOHOCKEN RADIO WRCB N MAST
 KV3716  PID         -  KV3716
 KV3716  STATE/COUNTY-  PA/MONTGOMERY
 KV3716  USGS QUAD   -  GERMANTOWN (1997)
 KV3716
 KV3716                         *CURRENT SURVEY CONTROL
 KV3716  ___________________________________________________________________
 KV3716* NAD 83(1992)-  40 06 10.72192(N)    075 14 56.54840(W)     ADJUSTED  
 KV3716* NAVD 88     -                                                        
 KV3716  ___________________________________________________________________
 KV3716  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 KV3716  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KV3716
 KV3716  HORZ ORDER  -  THIRD
 KV3716
 KV3716.The horizontal coordinates were established by classical geodetic methods
 KV3716.and adjusted by the National Geodetic Survey in June 2002..
 KV3716
 KV3716
 KV3716.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3716
 KV3716.The geoid height was determined by GEOID03.
 KV3716
 KV3716;                    North         East     Units Scale Factor Converg.
 KV3716;SPC PA S     -    88,476.453   813,212.120   MT  0.99997781   +1 37 21.4
 KV3716;SPC PA S     -   290,276.50  2,668,013.43   sFT  0.99997781   +1 37 21.4
 KV3716;UTM  18      - 4,439,216.622   478,773.873   MT  0.99960555   -0 09 37.5
 KV3716
 KV3716                          SUPERSEDED SURVEY CONTROL
 KV3716
 KV3716  NAD 83(1996)-  40 06 10.72101(N)    075 14 56.54731(W) AD(       ) 4
 KV3716  NAD 83(1991)-  40 06 10.71868(N)    075 14 56.54990(W) AD(       ) 4
 KV3716  NAD 83(1986)-  40 06 10.71287(N)    075 14 56.55002(W) AD(       ) 4
 KV3716  NAD 27      -  40 06 10.30700(N)    075 14 57.89900(W) AD(       ) 3
 KV3716
 KV3716.Superseded values are not recommended for survey control.
 KV3716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3716.See file dsdata.txt to determine how the superseded data were derived.
 KV3716
 KV3716_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7877439217(NAD 83)
 KV3716_MARKER: 42 = RADIO/TV MAST
 KV3716
 KV3716  HISTORY     - Date     Condition        Report By
 KV3716  HISTORY     - 1961     FIRST OBSERVED   CGS
 KV3716  HISTORY     - 1983     GOOD             BSA
 KV3716
 KV3716                          STATION DESCRIPTION
 KV3716
 KV3716'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 KV3716'THE STATION IS THE TOP AND CENTER OF THE RADIO STATION WRCB MAST, IS
 KV3716'LOCATED ABOUT 4.0 MILES SOUTHEAST OF NORRISTOWN, 3.0 MILES
 KV3716'NORTHEAST OF CONSHOHOCKEN AND IS ON A PROMINENT HILL.  THE STRUCTURE
 KV3716'IS CONSTRUCTED OF LACED STEEL.  IT IS 3 X 3 FOOT TRIANGULAR
 KV3716'SHAPED, SET ON A SWIVEL WHICH IS MOUNTED ON A 4 X 4 FOOT SQUARE
 KV3716'CONCRETE MOUMENT.  AT THE APEX OF THE MAST IS A DISK SHAPED MIRROW
 KV3716'WHICH LIES HORIZONTAL WITH THE TOP OF THE MAST AND A RED-FLASHING
 KV3716'LIGHT AT THE APEX.  THE STRUCTURE IS PAINTED ALTERNATELY ORANGE AND
 KV3716'WHITE AND THE OVERALL HEIGHT IS APPROXIMATELY 468.0 FEET.
 KV3716
 KV3716                          STATION RECOVERY (1983)
 KV3716
 KV3716'RECOVERY NOTE BY BOY SCOUTS OF AMERICA 1983 (DD)
 KV3716'STATION RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3717 ***********************************************************************
 KV3717  DESIGNATION -  CONSHOHOCKEN RADIO WRCB S MAST
 KV3717  PID         -  KV3717
 KV3717  STATE/COUNTY-  PA/MONTGOMERY
 KV3717  USGS QUAD   -  GERMANTOWN (1997)
 KV3717
 KV3717                         *CURRENT SURVEY CONTROL
 KV3717  ___________________________________________________________________
 KV3717* NAD 83(1992)-  40 06 13.26068(N)    075 14 52.29988(W)     ADJUSTED  
 KV3717* NAVD 88     -                                                        
 KV3717  ___________________________________________________________________
 KV3717  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 KV3717  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KV3717
 KV3717  HORZ ORDER  -  THIRD
 KV3717
 KV3717.The horizontal coordinates were established by classical geodetic methods
 KV3717.and adjusted by the National Geodetic Survey in June 2002..
 KV3717
 KV3717
 KV3717.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3717
 KV3717.The geoid height was determined by GEOID03.
 KV3717
 KV3717;                    North         East     Units Scale Factor Converg.
 KV3717;SPC PA S     -    88,557.574   813,310.484   MT  0.99997773   +1 37 24.1
 KV3717;SPC PA S     -   290,542.64  2,668,336.15   sFT  0.99997773   +1 37 24.1
 KV3717;UTM  18      - 4,439,294.614   478,874.676   MT  0.99960549   -0 09 34.8
 KV3717
 KV3717                          SUPERSEDED SURVEY CONTROL
 KV3717
 KV3717  NAD 83(1996)-  40 06 13.25977(N)    075 14 52.29879(W) AD(       ) 4
 KV3717  NAD 83(1991)-  40 06 13.25745(N)    075 14 52.30136(W) AD(       ) 4
 KV3717  NAD 83(1986)-  40 06 13.25161(N)    075 14 52.30148(W) AD(       ) 4
 KV3717  NAD 27      -  40 06 12.84500(N)    075 14 53.65100(W) AD(       ) 3
 KV3717
 KV3717.Superseded values are not recommended for survey control.
 KV3717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3717.See file dsdata.txt to determine how the superseded data were derived.
 KV3717
 KV3717_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7887539295(NAD 83)
 KV3717_MARKER: 42 = RADIO/TV MAST
 KV3717
 KV3717  HISTORY     - Date     Condition        Report By
 KV3717  HISTORY     - 1961     FIRST OBSERVED   CGS
 KV3717  HISTORY     - 1983     GOOD             BSA
 KV3717
 KV3717                          STATION DESCRIPTION
 KV3717
 KV3717'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 KV3717'THE STATION IS THE TOP AND CENTER OF THE RADIO STATION WRCB MAST, IS
 KV3717'LOCATED ABOUT 4.0 MILES SOUTHEAST OF NORRISTOWN, 3.0 MILES
 KV3717'NORTHEAST OF CONSHOHOCKEN AND IS ON A PROMINENT HIGH HILL.  THE
 KV3717'STRUCTURE IS CONSTRUCTED OF LACED STEEL.  IT IS 3 X 3 FOOT
 KV3717'TRIANGULAR SHAPED, SET ON A SWIVEL WHICH IS MOUNTED ON A 4 X 4 FOOT
 KV3717'SQUARE CONCRETE MONUMENT.  AT THE APEX OF THE MAST IS A DISK SHAPED
 KV3717'MIRROR WHICH LIES HORIZONTAL WITH THE TOP OF THE MAST AND A
 KV3717'RED-FLASHING LIGHT AT THE APEX. THE STRUCTURE IS PAINTED ALTERNATELY
 KV3717'ORANGE AND WHITE AND THE OVERALL HEIGHT IS APPROXIMATELY 468.0 FEET.
 KV3717
 KV3717                          STATION RECOVERY (1983)
 KV3717
 KV3717'RECOVERY NOTE BY BOY SCOUTS OF AMERICA 1983 (DD)
 KV3717'STATION RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5718 ***********************************************************************
 KV5718  DESIGNATION -  CONVENT
 KV5718  PID         -  KV5718
 KV5718  STATE/COUNTY-  PA/PHILADELPHIA
 KV5718  USGS QUAD   -  BEVERLY (1973)
 KV5718
 KV5718                         *CURRENT SURVEY CONTROL
 KV5718  ___________________________________________________________________
 KV5718* NAD 83(1992)-  40 03 16.59452(N)    074 59 35.60025(W)     ADJUSTED  
 KV5718* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 KV5718  ___________________________________________________________________
 KV5718  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 KV5718  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KV5718
 KV5718  HORZ ORDER  -  SECOND
 KV5718
 KV5718.The horizontal coordinates were established by classical geodetic methods
 KV5718.and adjusted by the National Geodetic Survey in June 2002..
 KV5718
 KV5718.The orthometric height was scaled from a topographic map.
 KV5718
 KV5718.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5718
 KV5718.The geoid height was determined by GEOID03.
 KV5718
 KV5718;                    North         East     Units Scale Factor Converg.
 KV5718;SPC PA S     -    83,757.706   835,182.102   MT  0.99998325   +1 47 18.9
 KV5718;SPC PA S     -   274,795.07  2,740,093.28   sFT  0.99998325   +1 47 18.9
 KV5718;UTM  18      - 4,433,818.400   500,578.082   MT  0.99960000   +0 00 15.7
 KV5718
 KV5718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5718!SPC PA S     -   1.00000193  x   0.99998325  =   0.99998518
 KV5718!UTM  18      -   1.00000193  x   0.99960000  =   0.99960193
 KV5718
 KV5718:                Primary Azimuth Mark                     Grid Az
 KV5718:SPC PA S     -  ST CHARLES                               051 01 23.2
 KV5718:UTM  18      -  ST CHARLES                               052 48 26.4
 KV5718
 KV5718|---------------------------------------------------------------------|
 KV5718| PID    Reference Object                     Distance      Geod. Az  |
 KV5718|                                                           dddmmss.s |
 KV5718| KV5735 ST CHARLES                          APPROX. 3.9 KM 0524842.1 |
 KV5718| CB5798 CONVENT RM 1                         23.646 METERS 09612     |
 KV5718| KV5740 RIVERSIDE METAL CO TANK             APPROX. 3.3 KM 1163134.8 |
 KV5718| CB5797 CONVENT AZ MK                                      1413057.9 |
 KV5718| CB5799 CONVENT RM 2                         25.278 METERS 19601     |
 KV5718|---------------------------------------------------------------------|
 KV5718
 KV5718                          SUPERSEDED SURVEY CONTROL
 KV5718
 KV5718  NAD 83(1996)-  40 03 16.59378(N)    074 59 35.59980(W) AD(       ) 2
 KV5718  NAD 83(1986)-  40 03 16.59208(N)    074 59 35.60236(W) AD(       ) 2
 KV5718  NAD 27      -  40 03 16.19110(N)    074 59 36.99030(W) AD(       ) 2
 KV5718
 KV5718.Superseded values are not recommended for survey control.
 KV5718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5718.See file dsdata.txt to determine how the superseded data were derived.
 KV5718
 KV5718_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0057833818(NAD 83)
 KV5718_MARKER: DS = TRIANGULATION STATION DISK
 KV5718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5718
 KV5718  HISTORY     - Date     Condition        Report By
 KV5718  HISTORY     - 1958     MONUMENTED       CGS
 KV5718
 KV5718                          STATION DESCRIPTION
 KV5718
 KV5718'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 KV5718'THE STATION IS LOCATED ABOUT 0.5 MILE NORTH OF THE DELAWARE RIVER,
 KV5718'NEAR THE INTERSECTION OF TORRESDALE AVENUE WITH CONVENT LANE IN
 KV5718'TORRESDALE.  IT IS 350 FEET NORTH OF THE NORTHEAST CORNER OF THE ST
 KV5718'KATHERINE PAROCHIAL SCHOOL, IN THE NORTHEAST CORNER OF THE SCHOOL
 KV5718'GROUNDS, 79 FEET NORTH OF THE CENTER OF A PAVED STREET, 62 FEET NORTH
 KV5718'OF A POWERLINE POWERLINE POLE, 28 FEET WEST OF A DRIVE-WAY AND
 KV5718'CENTER OF A STEEL GATE AND JUST WEST OF A RAMP LEADING TO A BUILDING
 KV5718'ONCE USED AS A BARN.
 KV5718'
 KV5718'TO REACH THE STATION FROM THE NORTH END OF THE TACONY-PALMYRA TOLL
 KV5718'BRIDGE, GO NORTH ON STATE HIGHWAY 73 FOR 0.95 MILE TO THE JUNCTION OF
 KV5718'STATE HIGHWAY 73 AND U.S. HIGHWAY 13.  TURN RIGHT AND GO
 KV5718'NORTHEASTERLY ON U.S. HIGHWAY 13 AND STATE HIGHWAY 73 FOR 1.0
 KV5718'MILE TO A POINT WHERE STATE HIGHWAY 73 TURNS LEFT.  CONTINUE
 KV5718'NORTHEASTERLY ON U.S. HIGHWAY 13 FOR 1.15 MILES TO A BRIDGE OVER
 KV5718'A RIVER.  CONTINUE NORTHEASTERLY ON U.S. HIGHWAY 13 FOR 1.6 MILES TO
 KV5718'CONVENT LANE ON THE RIGHT AND OPEN FIELDS ON THE LEFT.  TURN
 KV5718'RIGHT AND GO SOUTH ON CONVENT LANE FOR 0.3 MILE TO TORRESDALE AVENUE.
 KV5718'CONTINUE SOUTH ON CONVENT LANE FOR 0.05 MILE TO THE ENTRANCE TO THE
 KV5718'ST KATHERINE PAROCHIAL SCHOOL.  TURN LEFT AND GO EAST ALONG THE
 KV5718'NORTH END OF THE SCHOOL BUILDING FOR 0.05 MILE TO THE STATION ON THE
 KV5718'LEFT AT THE EXTREME WEST EDGE OF AN AREA ENCLOSED BY A LOW
 KV5718'IRON FENCE.
 KV5718'
 KV5718'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH-SOUTHEAST ON A
 KV5718'PAVED STREET FOR 0.1 MILE TO A SMALL STUCCO BUILDING ON THE RIGHT AND
 KV5718'THE MARK AS DESCRIBED.
 KV5718'
 KV5718'THE STATION MARK, A STANDARD DISK STAMPED CONVENT 1958, IS SET IN THE
 KV5718'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 KV5718'OF THE GROUND.
 KV5718'
 KV5718'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CONVENT NO 1 1958, IS
 KV5718'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 KV5718'THE SURFACE OF THE GROUND.  IT IS 33 FEET NORTHEAST OF THE CENTER OF
 KV5718'A DRIVEWAY AND 1 FOOT WEST OF THE WEST SIDE OF A GARAGE.
 KV5718'
 KV5718'REFERENCE MARK NO 2, A STANDARD DISK STAMPED CONVENT NO 2 1958, IS
 KV5718'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KV5718'SURFACE OF THE GROUND.  IT IS 59 FEET SOUTHWEST OF A FENCE CORNER, 44
 KV5718'FEET WEST OF A POWERLINE POLE AND 26 FEET NORTHWEST OF THE CENTER
 KV5718'OF A PAVED STREET.
 KV5718'
 KV5718'THE AZIMUTH MARK, A STANDARD DISK STAMPED CONVENT 1958, IS SET IN THE
 KV5718'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 KV5718'OF THE GROUND.  IT IS 80 FEET SOUTHWEST OF THE CENTER OF A PAVED
 KV5718'STREET, 29 FEET SOUTHWEST OF THE WEST END OF A SMALL STUCCO
 KV5718'BUILDING, 25 FEET NORTHEAST OF A WIRE FENCE CORNER AND 1 FOOT
 KV5718'NORTHWEST OF THE WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1266 ***********************************************************************
 LZ1266  DESIGNATION -  COOKS RUN
 LZ1266  PID         -  LZ1266
 LZ1266  STATE/COUNTY-  PA/CLINTON
 LZ1266  USGS QUAD   -  KEATING (1983)
 LZ1266
 LZ1266                         *CURRENT SURVEY CONTROL
 LZ1266  ___________________________________________________________________
 LZ1266* NAD 83(1986)-  41 16 42.     (N)    077 53 07.     (W)     SCALED    
 LZ1266* NAVD 88     -       214.101  (meters)     702.43   (feet)  ADJUSTED  
 LZ1266  ___________________________________________________________________
 LZ1266  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 LZ1266  DYNAMIC HT  -         214.006 (meters)     702.12  (feet)  COMP
 LZ1266  MODELED GRAV-     980,178.0   (mgal)                       NAVD 88
 LZ1266
 LZ1266  VERT ORDER  -  SECOND    CLASS 0
 LZ1266
 LZ1266.The horizontal coordinates were scaled from a topographic map and have
 LZ1266.an estimated accuracy of +/- 6 seconds.
 LZ1266
 LZ1266.The orthometric height was determined by differential leveling
 LZ1266.and adjusted by the National Geodetic Survey in June 1991..
 LZ1266
 LZ1266.The geoid height was determined by GEOID03.
 LZ1266
 LZ1266.The dynamic height is computed by dividing the NAVD 88
 LZ1266.geopotential number by the normal gravity value computed on the
 LZ1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1266.degrees latitude (g = 980.6199 gals.).
 LZ1266
 LZ1266.The modeled gravity was interpolated from observed gravity values.
 LZ1266
 LZ1266;                    North         East    Units  Estimated Accuracy
 LZ1266;SPC PA N     -   123,460.      588,670.      MT  (+/- 180 meters Scaled)
 LZ1266
 LZ1266                          SUPERSEDED SURVEY CONTROL
 LZ1266
 LZ1266  NGVD 29 (??/??/92)  214.284  (m)          703.03   (f) ADJ UNCH    2 0
 LZ1266
 LZ1266.Superseded values are not recommended for survey control.
 LZ1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1266.See file dsdata.txt to determine how the superseded data were derived.
 LZ1266
 LZ1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL583736(NAD 83)
 LZ1266_MARKER: DD = SURVEY DISK
 LZ1266_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1266_SP_SET: ABUTMENT
 LZ1266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1266
 LZ1266  HISTORY     - Date     Condition        Report By
 LZ1266  HISTORY     - UNK      MONUMENTED       PADH
 LZ1266  HISTORY     - 1934     GOOD             NGS
 LZ1266
 LZ1266                          STATION DESCRIPTION
 LZ1266
 LZ1266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1266'9.5 MI W FROM RENOVO.
 LZ1266'ABOUT 9.5 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM RENOVO,
 LZ1266'CLINTON COUNTY, ABOUT 3.7 MILES WEST OF THE STATION AT WESTPORT,
 LZ1266'ABOUT 1,730 FEET WEST OF MILEPOST 186, ALONG U.S. HIGHWAY 120, AT
 LZ1266'THE CONCRETE HIGHWAY BRIDGE OVER COOKS RUN, IN THE TOP OF THE SOUTH
 LZ1266'END OF THE WEST ABUTMENT, 13 FEET WEST OF THE CENTER LINE OF THE
 LZ1266'HIGHWAY, AND ABOUT 6 INCHES LOWER THAN THE FINISHED GRADE OF
 LZ1266'THE HIGHWAY.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD
 LZ1266'DISK, EMBOSSED PDH BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2722 ***********************************************************************
 LY2722  DESIGNATION -  COON
 LY2722  PID         -  LY2722
 LY2722  STATE/COUNTY-  PA/LACKAWANNA
 LY2722  USGS QUAD   -  AVOCA (1994)
 LY2722
 LY2722                         *CURRENT SURVEY CONTROL
 LY2722  ___________________________________________________________________
 LY2722* NAD 83(1992)-  41 22 08.18761(N)    075 37 34.50522(W)     ADJUSTED  
 LY2722* NAVD 88     -       548.7    (meters)    1800.     (feet)  VERTCON   
 LY2722  ___________________________________________________________________
 LY2722  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 LY2722  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 LY2722
 LY2722  HORZ ORDER  -  SECOND
 LY2722
 LY2722.The horizontal coordinates were established by classical geodetic methods
 LY2722.and adjusted by the National Geodetic Survey in June 2002..
 LY2722
 LY2722.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2722
 LY2722.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2722
 LY2722.The geoid height was determined by GEOID03.
 LY2722
 LY2722;                    North         East     Units Scale Factor Converg.
 LY2722;SPC PA N     -   135,695.310   777,656.497   MT  0.99995720   +1 24 17.8
 LY2722;SPC PA N     -   445,193.70  2,551,361.36   sFT  0.99995720   +1 24 17.8
 LY2722;UTM  18      - 4,579,903.503   447,625.943   MT  0.99963376   -0 24 50.0
 LY2722
 LY2722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2722!SPC PA N     -   0.99991888  x   0.99995720  =   0.99987608
 LY2722!UTM  18      -   0.99991888  x   0.99963376  =   0.99955267
 LY2722
 LY2722:                Primary Azimuth Mark                     Grid Az
 LY2722:SPC PA N     -  SCRUB OAK LOOKOUT TOWER                  061 43 21.1
 LY2722:UTM  18      -  SCRUB OAK LOOKOUT TOWER                  063 32 28.9
 LY2722
 LY2722|---------------------------------------------------------------------|
 LY2722| PID    Reference Object                     Distance      Geod. Az  |
 LY2722|                                                           dddmmss.s |
 LY2722| LY2712 SCRUB OAK LOOKOUT TOWER             APPROX. 3.1 KM 0630738.9 |
 LY2722| CB3876 COON RM 1                            14.757 METERS 18015     |
 LY2722| CB3877 COON RM 2                             8.341 METERS 27434     |
 LY2722| LY2733 SCRANTON RAD WGEI FM CEN MAST       APPROX.12.0 KM 3022346.1 |
 LY2722|---------------------------------------------------------------------|
 LY2722
 LY2722                          SUPERSEDED SURVEY CONTROL
 LY2722
 LY2722  NAD 83(1996)-  41 22 08.18751(N)    075 37 34.50846(W) AD(       ) 2
 LY2722  NAD 83(1986)-  41 22 08.18759(N)    075 37 34.50875(W) AD(       ) 2
 LY2722  NAD 27      -  41 22 07.89720(N)    075 37 35.81690(W) AD(       ) 2
 LY2722  NGVD 29 (07/19/86)  548.9    (m)         1801.     (f) VERT ANG       
 LY2722
 LY2722.Superseded values are not recommended for survey control.
 LY2722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2722.See file dsdata.txt to determine how the superseded data were derived.
 LY2722
 LY2722_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL4762679904(NAD 83)
 LY2722_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2722_SETTING: 66 = SET IN ROCK OUTCROP
 LY2722
 LY2722  HISTORY     - Date     Condition        Report By
 LY2722  HISTORY     - 1960     MONUMENTED       CGS
 LY2722  HISTORY     - 20030419 GOOD             INDIV
 LY2722
 LY2722                          STATION DESCRIPTION
 LY2722
 LY2722'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 LY2722'THE STATION IS LOCATED ON THE NORTHWEST END OF COON HILL, 2-1/2 MILES
 LY2722'SOUTHEAST OF SCRANTON, 5-1/2 MILES NORTH OF ROCKDALE AND ON
 LY2722'PROPERTY OWNED BY THE SPRINGBROOK WATER COMPANY.
 LY2722'
 LY2722'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 LY2722'HIGHWAY 307 IN SCRANTON, GO SOUTHEAST ON STATE HIGHWAY 307 AND
 LY2722'MOOSIC STREET FOR 3.0 MILES TO A GATE ON THE RIGHT, AT THE NORTH END
 LY2722'OF A SMALL LAKE.  TURN SHARP RIGHT AND GO WEST ON A NARROW
 LY2722'MACADAM ROAD FOR 0.5 MILE TO A LOCKED GATE, THE KEY CAN BE OBTAINED
 LY2722'FROM THE SPRINGBROOK WATER COMPANY OF SCRANTON.  CONTINUE ON THE
 LY2722'MACADAM ROAD FOR 0.14 MILE TO A Y-FORK.  KEEP THE LEFT FORK AROUND
 LY2722'THE EAST SIDE OF THE LAKE FOR 0.8 MILE TO A WOODS ROAD LEFT
 LY2722'BETWEEN TWO IRON POSTS.  TURN LEFT ON THE WOODS ROAD FOR 0.75
 LY2722'MILE TO A DIM WOODS ROAD LEFT AND A 8-INCH TRIANGULAR BLAZED OAK TREE
 LY2722'ON THE LEFT.  TURN LEFT AND GO UP HILL ON A ROCKY ROAD FOR 0.5
 LY2722'MILE TO THE SUMMIT AND A DIM TRAIL LEFT.  TURN LEFT AND GO WEST ON
 LY2722'THE DIM TRAIL FOR ABOUT 200.0 FEET AND BEAR LEFT THROUGH
 LY2722'THICK BRUSH AND GO WEST UP THE HILL FOR ABOUT 0.6 MILE TO THE WEST
 LY2722'END OF THE RIDGE AND THE STATION AND WITNESS POST AS
 LY2722'DESCRIBED.
 LY2722'
 LY2722'THE STATION MARK, A STANDARD DISK STAMPED COON 1960, CEMENTED IN A
 LY2722'DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE
 LY2722'GROUND SURFACE.  IT IS 28.0 FEET EAST OF A SMALL PINE TREE AND 8.9
 LY2722'FEET NORTH-NORTHWEST OF A STANDARD METAL WITNESS POST AND MARKER.
 LY2722'
 LY2722'REFERENCE MARK 1, A STANDARD DISK STAMPED COON NO. 1 1960, CEMENTED
 LY2722'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 5
 LY2722'INCHES ABOVE THE GROUND SURFACE.  IT IS 52.5 FEET EAST-SOUTHEAST OF
 LY2722'THE SMALL PINE TREE, 40.5 FEET SOUTH OF THE WITNESS POST
 LY2722'AND ABOUT 2 FEET HIGHER THAN THE STATION MARK.
 LY2722'
 LY2722'REFERENCE MARK 2, A STANDARD DISK STAMPED COON NO. 2 1960, CEMENTED
 LY2722'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 5
 LY2722'INCHES ABOVE THE GROUND SURFACE.  IT IS 33.2 FEET WEST OF THE WITNESS
 LY2722'POST, 6.0 FEET NORTH OF THE SMALL PINE TREE AND ABOUT 2
 LY2722'FEET LOWER THAN THE STATION MARK.
 LY2722'
 LY2722'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LY2722
 LY2722                          STATION RECOVERY (2003)
 LY2722
 LY2722'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (ZKM)
 LY2722'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LY2722'CONDITION.  THE WITNESS POST NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0201 ***********************************************************************
 KX0201  DESIGNATION -  COOPER
 KX0201  PID         -  KX0201
 KX0201  STATE/COUNTY-  PA/CLEARFIELD
 KX0201  USGS QUAD   -  PHILIPSBURG (1994)
 KX0201
 KX0201                         *CURRENT SURVEY CONTROL
 KX0201  ___________________________________________________________________
 KX0201* NAD 83(1992)-  40 59 19.97394(N)    078 08 19.79288(W)     ADJUSTED  
 KX0201* NAVD 88     -       497.743  (meters)    1633.01   (feet)  ADJUSTED  
 KX0201  ___________________________________________________________________
 KX0201  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 KX0201  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KX0201  DYNAMIC HT  -         497.493 (meters)    1632.19  (feet)  COMP
 KX0201  MODELED GRAV-     980,107.0   (mgal)                       NAVD 88
 KX0201
 KX0201  HORZ ORDER  -  SECOND
 KX0201  VERT ORDER  -  SECOND    CLASS 0
 KX0201
 KX0201.The horizontal coordinates were established by classical geodetic methods
 KX0201.and adjusted by the National Geodetic Survey in June 2002..
 KX0201
 KX0201.The orthometric height was determined by differential leveling
 KX0201.and adjusted by the National Geodetic Survey in June 1991..
 KX0201
 KX0201.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX0201
 KX0201.The geoid height was determined by GEOID03.
 KX0201
 KX0201.The dynamic height is computed by dividing the NAVD 88
 KX0201.geopotential number by the normal gravity value computed on the
 KX0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0201.degrees latitude (g = 980.6199 gals.).
 KX0201
 KX0201.The modeled gravity was interpolated from observed gravity values.
 KX0201
 KX0201;                    North         East     Units Scale Factor Converg.
 KX0201;SPC PA N     -    91,383.488   567,280.718   MT  0.99998464   -0 15 26.0
 KX0201;SPC PA N     -   299,813.99  1,861,153.49   sFT  0.99998464   -0 15 26.0
 KX0201;UTM  17      - 4,541,466.278   740,683.240   MT  1.00031303   +1 52 39.3
 KX0201
 KX0201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX0201!SPC PA N     -   0.99992706  x   0.99998464  =   0.99991170
 KX0201!UTM  17      -   0.99992706  x   1.00031303  =   1.00024007
 KX0201
 KX0201:                Primary Azimuth Mark                     Grid Az
 KX0201:SPC PA N     -  COOPER AZ MK                             035 05 40.1
 KX0201:UTM  17      -  COOPER AZ MK                             032 57 34.8
 KX0201
 KX0201|---------------------------------------------------------------------|
 KX0201| PID    Reference Object                     Distance      Geod. Az  |
 KX0201|                                                           dddmmss.s |
 KX0201| CK6874 COOPER AZ MK                                       0345014.1 |
 KX0201| CK6875 COOPER RM 1                          28.593 METERS 07225     |
 KX0201| KX2171 RNG PHILLIPSBURG PSB                APPROX. 3.5 KM 1560925.4 |
 KX0201| KX0200 COOPER RM 2                          23.600 METERS 16832     |
 KX0201|---------------------------------------------------------------------|
 KX0201
 KX0201                          SUPERSEDED SURVEY CONTROL
 KX0201
 KX0201  NAD 83(1986)-  40 59 19.97427(N)    078 08 19.79641(W) AD(       ) 2
 KX0201  NAD 27      -  40 59 19.76720(N)    078 08 20.76380(W) AD(       ) 2
 KX0201  NGVD 29 (??/??/92)  497.856  (m)         1633.38   (f) ADJ UNCH    2 0
 KX0201
 KX0201.Superseded values are not recommended for survey control.
 KX0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0201.See file dsdata.txt to determine how the superseded data were derived.
 KX0201
 KX0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF4068341466(NAD 83)
 KX0201_MARKER: DB = BENCH MARK DISK
 KX0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0201_STAMPING: COOPER 1959
 KX0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0201+STABILITY: SURFACE MOTION
 KX0201
 KX0201  HISTORY     - Date     Condition        Report By
 KX0201  HISTORY     - 1959     MONUMENTED       CGS
 KX0201  HISTORY     - 1959     GOOD             CGS
 KX0201  HISTORY     - 1962     GOOD             AEROS
 KX0201  HISTORY     - 1964     GOOD             CGS
 KX0201  HISTORY     - 1977     GOOD             NGS
 KX0201
 KX0201                          STATION DESCRIPTION
 KX0201
 KX0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 KX0201'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF THE COOPER TOWNSHIP
 KX0201'HIGH SCHOOL GROUNDS, ABOUT 1-1/2 MILES EAST- SOUTHEAST OF
 KX0201'KYLERTOWN AND ABOUT 1-1/4 MILES NORTH-NORTHWEST OF THE VILLAGE OF
 KX0201'LANSE.
 KX0201'
 KX0201'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF LANSE, GO
 KX0201'NORTH ON COUNTY HIGHWAY 17065 FOR 1.03 MILE TO A CROSSROAD.  TURN
 KX0201'RIGHT AND GO NORTHEAST ON A MACADAM ROAD FOR 0.24 MILE TO THE
 KX0201'SOUTHEAST CORNER OF THE SCHOOL GROUNDS AND THE STATION ON THE
 KX0201'LEFT, NORTH, SIDE OF THE ROAD.
 KX0201'
 KX0201'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHEAST ON THE
 KX0201'MACADAM ROAD FOR 0.19 MILE TO THE JUNCTION OF STATE HIGHWAY 53
 KX0201'AND THE MACADAM ROAD.  TURN RIGHT AND GO EAST ON STATE HIGHWAY 53 FOR
 KX0201'0.06 MILE TO A CONCRETE CULVERT, A STANDARD METAL WITNESS
 KX0201'POST AND MARKER AND THE AZIMUTH MARK ON THE RIGHT, SOUTH, SIDE OF THE
 KX0201'HIGHWAY.
 KX0201'
 KX0201'THE STATION MARK, A STANDARD DISK STAMPED COOPER 1959, IS SET IN THE
 KX0201'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES ABOVE
 KX0201'THE SURFACE OF THE GROUND.  IT IS 81 FEET NORTHEAST OF THE NORTHEAST
 KX0201'CORNER OF A MESH WIRE FENCE CORNER OF THE SCHOOL
 KX0201'YARD, 20 FEET NORTH-NORTHEAST OF A 16-INCH MAPLE
 KX0201'TREE, 48 FEET NORTHEAST OF THE INTERSECTION OF THE SCHOOL YARD
 KX0201'ENTRANCE AND A MACADAM ROAD, 37 FEET NORTHWEST OF THE CENTER OF A
 KX0201'MACADAM ROAD AND 2.9 FEET SOUTHWEST OF A STANDARD METAL WITNESS
 KX0201'POST AND MARKER.
 KX0201'
 KX0201'REFERENCE MARK 1, A STANDARD DISK STAMPED COOPER NO 1 1959, IS SET IN
 KX0201'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KX0201'SURFACE OF THE GROUND.  IT IS SET IN THE NORTHEAST ROAD RIGHT-OF-WAY
 KX0201'AND 20 FEET SOUTHEAST OF THE CENTER OF A MACADAM ROAD.
 KX0201'
 KX0201'REFERENCE MARK 2, A STANDARD DISK STAMPED COOPER NO 2 1959, IS SET IN
 KX0201'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KX0201'SURFACE OF THE GROUND.  IT IS 20 FEET SOUTHEAST OF THE CENTER OF A
 KX0201'MACADAM ROAD AND IS SET IN THE SOUTHEAST ROAD RIGHT-OF-WAY.
 KX0201'
 KX0201'THE AZIMUTH MARK, A STANDARD DISK STAMPED COOPER 1959, IS SET IN A
 KX0201'DRILL HOLE IN TOP OF THE SOUTH ABUTMENT OF A CONCRETE
 KX0201'CULVERT WHICH PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE OF THE
 KX0201'HIGHWAY.  IT IS 22 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 53 AND
 KX0201'8.1 FEET NORTH OF A STANDARD METAL WITNESS POST AND MARKER.
 KX0201'
 KX0201'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 KX0201
 KX0201                          STATION RECOVERY (1959)
 KX0201
 KX0201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KX0201'1.5 MI SE FROM KYLERTOWN.
 KX0201'1.5 MILE SOUTHEAST OF THE SCHOOL HOUSE IN KYLERTOWN AT THE
 KX0201'COOPER TWP HIGH SCHOOL GROUNDS, 81 FEET NORTHEAST FROM THE
 KX0201'CORNER OF A WIRE MESH FENCE, 62 FEET EAST NORTHEAST OF A 28
 KX0201'INCH TWIN PINE TREE, 51 FEET NORTH OF THE CENTERLINE OF THE
 KX0201'ROAD TO SCHOOL, 17 FEET NORTH NORTHEAST OF POWER POLE NO 22, 20
 KX0201'FEET NORTH NORTHWEST OF A 15 INCH OAK TREE, 38 FEET NORTHWEST
 KX0201'OF AND ABOUT LEVEL WITH THE BLACKTOP ROAD.
 KX0201
 KX0201                          STATION RECOVERY (1962)
 KX0201
 KX0201'RECOVERY NOTE BY AERO SERVICE CORPORATION 1962
 KX0201'STATION FOUND IN GOOD CONDITION.
 KX0201
 KX0201                          STATION RECOVERY (1964)
 KX0201
 KX0201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EP)
 KX0201'STATION WAS RECOVERED IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION BY
 KX0201'J.C. CHILDS IN 1959 IS ADEQUATE AND COMPLETE FOR RECOVERY.
 KX0201
 KX0201                          STATION RECOVERY (1977)
 KX0201
 KX0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DRM)
 KX0201'THE STATION AND REFERENCE MARKS WERE RECOVERED.  THE SCHOOL HOUSE
 KX0201'HAS BEEN TORN DOWN.  THE DESCRIPTION IS ADEQUATE FOR RECOVERY.  THE
 KX0201'AZIMUTH MARK WAS NOT SEARCHED FOR.
 KX0201'
 KX0201'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES EAST OF
 KX0201'KYLERTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0202 ***********************************************************************
 KX0202  DESIGNATION -  COOPER
 KX0202  PID         -  KX0202
 KX0202  STATE/COUNTY-  PA/CLEARFIELD
 KX0202  USGS QUAD   -  PHILIPSBURG (1994)
 KX0202
 KX0202                         *CURRENT SURVEY CONTROL
 KX0202  ___________________________________________________________________
 KX0202* NAD 83(1986)-  40 59 19.     (N)    078 08 19.     (W)     SCALED    
 KX0202* NAVD 88     -       497.703  (meters)    1632.88   (feet)  ADJUSTED  
 KX0202  ___________________________________________________________________
 KX0202  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KX0202  DYNAMIC HT  -         497.454 (meters)    1632.06  (feet)  COMP
 KX0202  MODELED GRAV-     980,107.0   (mgal)                       NAVD 88
 KX0202
 KX0202  VERT ORDER  -  SECOND    CLASS 0
 KX0202
 KX0202.The horizontal coordinates were scaled from a topographic map and have
 KX0202.an estimated accuracy of +/- 6 seconds.
 KX0202
 KX0202.The orthometric height was determined by differential leveling
 KX0202.and adjusted by the National Geodetic Survey in June 1991..
 KX0202
 KX0202.The geoid height was determined by GEOID03.
 KX0202
 KX0202.The dynamic height is computed by dividing the NAVD 88
 KX0202.geopotential number by the normal gravity value computed on the
 KX0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0202.degrees latitude (g = 980.6199 gals.).
 KX0202
 KX0202.The modeled gravity was interpolated from observed gravity values.
 KX0202
 KX0202;                    North         East    Units  Estimated Accuracy
 KX0202;SPC PA N     -    91,350.      567,300.      MT  (+/- 180 meters Scaled)
 KX0202
 KX0202                          SUPERSEDED SURVEY CONTROL
 KX0202
 KX0202  NGVD 29 (??/??/92)  497.895  (m)         1633.51   (f) ADJ UNCH    2 0
 KX0202
 KX0202.Superseded values are not recommended for survey control.
 KX0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0202.See file dsdata.txt to determine how the superseded data were derived.
 KX0202
 KX0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF407414(NAD 83)
 KX0202_MARKER: DB = BENCH MARK DISK
 KX0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0202_STAMPING: COOPER NO 1 1959
 KX0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0202+STABILITY: SURFACE MOTION
 KX0202
 KX0202  HISTORY     - Date     Condition        Report By
 KX0202  HISTORY     - 1959     MONUMENTED       CGS
 KX0202
 KX0202                          STATION DESCRIPTION
 KX0202
 KX0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KX0202'1.5 MI SE FROM KYLERTOWN.
 KX0202'1.5 MILE SOUTHEAST OF THE SCHOOL HOUSE IN KYLERTOWN, AT THE
 KX0202'COOPER TWP HIGH SCHOOL GROUNDS, 100 FEET SOUTH SOUTHWEST OF POWER
 KX0202'POLE NO 24 169 FEET EAST NORTHEAST OF THE CORNER OF A MESH
 KX0202'FENCE, 47 FEET NORTHEAST OF A 28 INCH TWIN PINE TREE, 119 FEET
 KX0202'EAST NORTHEAST OF THE CENTERLINE OF A ROAD TO SCHOOL BUILDING,
 KX0202'92 FEET EAST NORTHEAST OF A POWER POLE, 107 FEET EAST NORTHEAST
 KX0202'OF A 15 INCH OAK TREE, 20 FEET SOUTHEAST AND 2 FEET ABOVE THE
 KX0202'CENTERLINE OF THE BLACKTOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0200 ***********************************************************************
 KX0200  DESIGNATION -  COOPER RM 2
 KX0200  PID         -  KX0200
 KX0200  STATE/COUNTY-  PA/CLEARFIELD
 KX0200  USGS QUAD   -  PHILIPSBURG (1994)
 KX0200
 KX0200                         *CURRENT SURVEY CONTROL
 KX0200  ___________________________________________________________________
 KX0200* NAD 83(1986)-  40 59 19.     (N)    078 08 19.     (W)     SCALED    
 KX0200* NAVD 88     -       498.228  (meters)    1634.60   (feet)  ADJUSTED  
 KX0200  ___________________________________________________________________
 KX0200  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KX0200  DYNAMIC HT  -         497.979 (meters)    1633.79  (feet)  COMP
 KX0200  MODELED GRAV-     980,107.0   (mgal)                       NAVD 88
 KX0200
 KX0200  VERT ORDER  -  SECOND    CLASS 0
 KX0200
 KX0200.The horizontal coordinates were scaled from a topographic map and have
 KX0200.an estimated accuracy of +/- 6 seconds.
 KX0200
 KX0200.The orthometric height was determined by differential leveling
 KX0200.and adjusted by the National Geodetic Survey in June 1991..
 KX0200
 KX0200.The geoid height was determined by GEOID03.
 KX0200
 KX0200.The dynamic height is computed by dividing the NAVD 88
 KX0200.geopotential number by the normal gravity value computed on the
 KX0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0200.degrees latitude (g = 980.6199 gals.).
 KX0200
 KX0200.The modeled gravity was interpolated from observed gravity values.
 KX0200
 KX0200;                    North         East    Units  Estimated Accuracy
 KX0200;SPC PA N     -    91,350.      567,300.      MT  (+/- 180 meters Scaled)
 KX0200
 KX0200                          SUPERSEDED SURVEY CONTROL
 KX0200
 KX0200  NGVD 29 (??/??/92)  498.381  (m)         1635.11   (f) ADJ UNCH    2 0
 KX0200
 KX0200.Superseded values are not recommended for survey control.
 KX0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0200.See file dsdata.txt to determine how the superseded data were derived.
 KX0200
 KX0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF407414(NAD 83)
 KX0200_MARKER: DB = BENCH MARK DISK
 KX0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0200_STAMPING: COOPER NO 2 1959
 KX0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0200+STABILITY: SURFACE MOTION
 KX0200
 KX0200  HISTORY     - Date     Condition        Report By
 KX0200  HISTORY     - 1959     MONUMENTED       CGS
 KX0200
 KX0200                          STATION DESCRIPTION
 KX0200
 KX0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KX0200'1.5 MI SE FROM KYLERTOWN.
 KX0200'1.5 MILE SOUTHEAST OF THE SCHOOL HOUSE IN KYLERTOWN ON THE
 KX0200'GROUNDS OF COOPER TWP HIGH SCHOOL, 3 FEET NORTHWEST OF A 8
 KX0200'INCH PINE TREE, 74 FEET EAST SOUTHEAST OF THE CORNER OF A
 KX0200'FENCE, 81 FEET SOUTHWEST OF A 28 INCH DOUBLE PINE TREE, 30 FEET
 KX0200'SOUTH SOUTHEAST OF THE JUNCTION OF THE CENTERLINES OF BLACKTOP
 KX0200'ROAD AND ROAD TO SCHOOL, 61 FEET SOUTH OF A POWER POLE, 61 FEET
 KX0200'SOUTH SOUTHEAST OF A 15 INCH OAK TREE, 20 FEET SOUTHEAST OF THE
 KX0200'CENTERLINE OF THE BLACKTOP ROAD, 2 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1816 ***********************************************************************
 KV1816  DESIGNATION -  COOPERSBURG
 KV1816  PID         -  KV1816
 KV1816  STATE/COUNTY-  PA/LEHIGH
 KV1816  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV1816
 KV1816                         *CURRENT SURVEY CONTROL
 KV1816  ___________________________________________________________________
 KV1816* NAD 83(1986)-  40 30 41.     (N)    075 23 27.     (W)     SCALED    
 KV1816* NAVD 88     -       146.332  (meters)     480.09   (feet)  ADJUSTED  
 KV1816  ___________________________________________________________________
 KV1816  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 KV1816  DYNAMIC HT  -         146.258 (meters)     479.85  (feet)  COMP
 KV1816  MODELED GRAV-     980,117.4   (mgal)                       NAVD 88
 KV1816
 KV1816  VERT ORDER  -  SECOND    CLASS 0
 KV1816
 KV1816.The horizontal coordinates were scaled from a topographic map and have
 KV1816.an estimated accuracy of +/- 6 seconds.
 KV1816
 KV1816.The orthometric height was determined by differential leveling
 KV1816.and adjusted by the National Geodetic Survey in June 1991..
 KV1816
 KV1816.The geoid height was determined by GEOID03.
 KV1816
 KV1816.The dynamic height is computed by dividing the NAVD 88
 KV1816.geopotential number by the normal gravity value computed on the
 KV1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1816.degrees latitude (g = 980.6199 gals.).
 KV1816
 KV1816.The modeled gravity was interpolated from observed gravity values.
 KV1816
 KV1816;                    North         East    Units  Estimated Accuracy
 KV1816;SPC PA S     -   133,480.      799,920.      MT  (+/- 180 meters Scaled)
 KV1816
 KV1816                          SUPERSEDED SURVEY CONTROL
 KV1816
 KV1816  NGVD 29 (??/??/??)  146.575  (m)          480.89   (f) ADJUSTED    2 0
 KV1816
 KV1816.Superseded values are not recommended for survey control.
 KV1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1816.See file dsdata.txt to determine how the superseded data were derived.
 KV1816
 KV1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK668845(NAD 83)
 KV1816_MARKER: DB = BENCH MARK DISK
 KV1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1816_STAMPING: COOPERSBURG 1935
 KV1816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1816+STABILITY: SURFACE MOTION
 KV1816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1816+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2003
 KV1816
 KV1816  HISTORY     - Date     Condition        Report By
 KV1816  HISTORY     - 1935     MONUMENTED       CGS
 KV1816  HISTORY     - 1963     GOOD             CGS
 KV1816  HISTORY     - 1963     GOOD             CGS
 KV1816  HISTORY     - 20030102 MARK NOT FOUND   USPSQD
 KV1816  HISTORY     - 20030122 GOOD             PADT
 KV1816  HISTORY     - 20030317 GOOD             PADT
 KV1816
 KV1816                          STATION DESCRIPTION
 KV1816
 KV1816'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 KV1816'AT COOPERSBURG.
 KV1816'AT COOPERSBURG, LEHIGH COUNTY, AT THE SOUTH SIDE OF THE EAST END
 KV1816'OF THE CITY BUILDING, AND IN A SMALL GRASS PLOT.  A STANDARD
 KV1816'DISK, STAMPED COOPERSBURG 1935 AND SET IN THE TOP OF A CONCRETE
 KV1816'POST.
 KV1816
 KV1816                          STATION RECOVERY (1963)
 KV1816
 KV1816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 KV1816'RECOVERED IN GOOD CONDITION.
 KV1816
 KV1816                          STATION RECOVERY (2003)
 KV1816
 KV1816'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWR)
 KV1816'MARK NOT FOUND.
 KV1816
 KV1816                          STATION RECOVERY (2003)
 KV1816
 KV1816'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 KV1816'RECOVERED IN GOOD CONDITION.
 KV1816
 KV1816                          STATION RECOVERY (2003)
 KV1816
 KV1816'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 KV1816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2089 ***********************************************************************
 MA2089  DESIGNATION -  COOPERSTOWN WESTERN UNION TWR
 MA2089  PID         -  MA2089
 MA2089  STATE/COUNTY-  PA/VENANGO
 MA2089  USGS QUAD   -  UTICA (1977)
 MA2089
 MA2089                         *CURRENT SURVEY CONTROL
 MA2089  ___________________________________________________________________
 MA2089* NAD 83(1992)-  41 29 07.26266(N)    079 55 43.44195(W)     ADJUSTED  
 MA2089* NAVD 88     -                                                        
 MA2089  ___________________________________________________________________
 MA2089  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 MA2089  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 MA2089
 MA2089  HORZ ORDER  -  THIRD
 MA2089
 MA2089.The horizontal coordinates were established by classical geodetic methods
 MA2089.and adjusted by the National Geodetic Survey in June 2002..
 MA2089
 MA2089
 MA2089.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2089
 MA2089.The geoid height was determined by GEOID03.
 MA2089
 MA2089;                    North         East     Units Scale Factor Converg.
 MA2089;SPC PA N     -   148,733.629   418,069.995   MT  0.99995754   -1 26 28.7
 MA2089;SPC PA N     -   487,970.25  1,371,617.98   sFT  0.99995754   -1 26 28.7
 MA2089;UTM  17      - 4,593,191.738   589,431.633   MT  0.99969843   +0 42 34.9
 MA2089
 MA2089                          SUPERSEDED SURVEY CONTROL
 MA2089
 MA2089  NAD 83(1995)-  41 29 07.26599(N)    079 55 43.44532(W) AD(       ) 4
 MA2089  NAD 83(1986)-  41 29 07.26802(N)    079 55 43.44488(W) AD(       ) 4
 MA2089  NAD 27      -  41 29 07.07712(N)    079 55 44.23584(W) AD(       ) 3
 MA2089
 MA2089.Superseded values are not recommended for survey control.
 MA2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2089.See file dsdata.txt to determine how the superseded data were derived.
 MA2089
 MA2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF8943293192(NAD 83)
 MA2089
 MA2089  HISTORY     - Date     Condition        Report By
 MA2089  HISTORY     - 1967     MONUMENTED       CGS
 MA2089
 MA2089                          STATION DESCRIPTION
 MA2089
 MA2089'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MA2089'STATION IS THE TOP CENTER OF A DOUBLE TOWER MICROWAVE RELAY
 MA2089'INSTALLATION OWNED BY THE WESTERN UNION COMPANY.  IT IS BUILT OF
 MA2089'STRUCTURAL STEEL, HAS FOUR LARGE FAN ANTENNAS ON TOP AND IS 290 FEET
 MA2089'IN HEIGHT.  IT IS LOCATED ON THE HIGHEST POINT IN THE
 MA2089'IMMEDIATE VICINITY, 3 MILES SOUTHWEST OF COOPERSTOWN, 1-1/4 MILES
 MA2089'NORTHEAST OF HANNASVILLE AND U.S. HIGHWAY 322.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1779 ***********************************************************************
 LZ1779  DESIGNATION -  COOTACK
 LZ1779  PID         -  LZ1779
 LZ1779  STATE/COUNTY-  PA/CLINTON
 LZ1779  USGS QUAD   -  FARRANDSVILLE (1973)
 LZ1779
 LZ1779                         *CURRENT SURVEY CONTROL
 LZ1779  ___________________________________________________________________
 LZ1779* NAD 83(1992)-  41 10 44.28683(N)    077 33 22.12514(W)     ADJUSTED  
 LZ1779* NAVD 88     -       382.2    (meters)    1254.     (feet)  VERTCON   
 LZ1779  ___________________________________________________________________
 LZ1779  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 LZ1779  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 LZ1779
 LZ1779  HORZ ORDER  -  SECOND
 LZ1779
 LZ1779.The horizontal coordinates were established by classical geodetic methods
 LZ1779.and adjusted by the National Geodetic Survey in June 2002..
 LZ1779
 LZ1779.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1779
 LZ1779.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1779
 LZ1779.The geoid height was determined by GEOID03.
 LZ1779
 LZ1779;                    North         East     Units Scale Factor Converg.
 LZ1779;SPC PA N     -   112,437.901   616,265.181   MT  0.99996546   +0 07 41.7
 LZ1779;SPC PA N     -   368,890.01  2,021,863.35   sFT  0.99996546   +0 07 41.7
 LZ1779;UTM  18      - 4,561,774.625   285,597.169   MT  1.00016578   -1 41 01.1
 LZ1779
 LZ1779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1779!SPC PA N     -   0.99994525  x   0.99996546  =   0.99991071
 LZ1779!UTM  18      -   0.99994525  x   1.00016578  =   1.00011102
 LZ1779
 LZ1779|---------------------------------------------------------------------|
 LZ1779| PID    Reference Object                     Distance      Geod. Az  |
 LZ1779|                                                           dddmmss.s |
 LZ1779| CK6877 COOTACK RM 1                          5.319 METERS 01456     |
 LZ1779| LZ1759 ATT MICROWAVE TOWER N OF LOCK HAVEN APPROX.10.8 KM 0774909.1 |
 LZ1779| CK6878 COOTACK RM 2                          3.902 METERS 18408     |
 LZ1779| CK6876 COOTACK AZ MK                                      3340840.7 |
 LZ1779|---------------------------------------------------------------------|
 LZ1779
 LZ1779                          SUPERSEDED SURVEY CONTROL
 LZ1779
 LZ1779  NAD 83(1986)-  41 10 44.28354(N)    077 33 22.12378(W) AD(       ) 2
 LZ1779  NAD 27      -  41 10 44.03138(N)    077 33 23.18666(W) AD(       ) 2
 LZ1779  NGVD 29 (07/19/86)  382.4    (m)         1255.     (f) VERT ANG       
 LZ1779
 LZ1779.Superseded values are not recommended for survey control.
 LZ1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1779.See file dsdata.txt to determine how the superseded data were derived.
 LZ1779
 LZ1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL8559761775(NAD 83)
 LZ1779_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1779_SETTING: 80 = SET IN A BOULDER
 LZ1779_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LZ1779
 LZ1779  HISTORY     - Date     Condition        Report By
 LZ1779  HISTORY     - 1968     MONUMENTED       CGS
 LZ1779
 LZ1779                          STATION DESCRIPTION
 LZ1779
 LZ1779'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (WMJ)
 LZ1779'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHEAST OF BEECH CREEK,
 LZ1779'6 MILES WEST-NORTHWEST OF LOCK HAVEN, 1/2 MILE WEST OF THE
 LZ1779'SUSQUEHANNA RIVER AND AT THE EAST END OF A STRIP MINE OWNED BY THE
 LZ1779'GENERAL REFACTORY CORPORATION.
 LZ1779'
 LZ1779'TO REACH THE STATION FROM THE POST OFFICE IN LOCK HAVEN, GO WESTERLY
 LZ1779'ON WEST MAIN STREET FOR 0.6 MILE TO A REVERSED Y INTERSECTION,
 LZ1779'KEEP LEFT AND GO WEST AND NORTHWEST ON U.S. HIGHWAY 120 FOR 6.6 MILES
 LZ1779'TO THE DANIEL BOONE INN ON THE RIGHT AND THE TANGASCOOTAC CREEK
 LZ1779'BRIDGE STRAIGHT AHEAD.  CONTINUE NORTHWEST ON U.S. HIGHWAY 120 FOR
 LZ1779'0.7 MILE TO A GRAVELED ROAD ON THE LEFT, TURN LEFT AND GO WEST
 LZ1779'FOR 1.1 MILES TO A FORK, TAKE THE LEFT FORK AND CONTINUE WEST FOR 0.4
 LZ1779'MILE TO A FORK, TAKE THE RIGHT FORK AND CONTINUE WEST FOR 0.25 MILE
 LZ1779'TO A CABLE ACROSS THE ROAD.  CONTINUE AHEAD SOUTH AND EAST 1.75
 LZ1779'MILES TO A POWER LINE CROSSING, CONTINUE EAST FOR 0.35 MILE TO A
 LZ1779'TRIANGULAR BLAZED TREE ON THE LEFT AND A TRACK ROAD LEFT.  THIS
 LZ1779'IS ABOUT 150 FEET BEFORE REACHING A LARGE SLAG PILE.  (TO REACH THE
 LZ1779'AZIMUTH MARK FROM THIS POINT CONTINUE STRAIGHT AHEAD TO TOP OF
 LZ1779'SLAG PILE THEN NORTH ON TRACK ROAD FOR 0.25 MILE TO THE MARK ON THE
 LZ1779'RIGHT.) TURN LEFT AND GO WEST UP STEEP HILL THEN NORTH ALONG THE
 LZ1779'TOP OF THE STRIPED AREA FOR 0.1 MILE TO THE STATION ON THE LEFT.
 LZ1779'
 LZ1779'THE STATION MARK IS 58 FEET SOUTHWEST OF THE EDGE OF THE PIT, 35 FEET
 LZ1779'NORTH-NORTHWEST OF AN OAK TREE 8 INCHES IN DIAMETER AND WITH
 LZ1779'A TRIANGULAR BLAZE AND 4 FEET SOUTHEAST OF A METAL WITNESS POST.  IT
 LZ1779'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A 3 BY 5 FOOT
 LZ1779'BOULDER PROJECTING 8 INCHES AND IS STAMPED COOTACK 1968.
 LZ1779'
 LZ1779'REFERENCE MARK NO. 1 IS 48 FEET SOUTHWEST OF THE EDGE OF THE PIT, 44
 LZ1779'FEET NORTH OF AN OAK TREE 8 INCHES IN DIAMETER AND WITH A
 LZ1779'TRIANGULAR BLAZE, 11.3 FEET NORTHEAST OF THE METAL WITNESS POST.  IT
 LZ1779'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A 3 BY 2 FOOT
 LZ1779'BOULDER PROJECTING 1 INCH AND IS STAMPED COOTACK NO 1 1968.
 LZ1779'
 LZ1779'REFERENCE MARK NO. 2 IS 75 FEET SOUTHWEST OF THE EDGE OF THE PIT, 24
 LZ1779'FEET NORTHWEST OF AN OAK TREE 8 INCHES IN DIAMETER AND WITH A
 LZ1779'TRIANGULAR BLAZE AND 20 FEET SOUTH OF THE METAL WITNESS POST.  IT IS
 LZ1779'A STANDARD DISK CEMENTED IN A DRILL HOLE IN A 4 BY 8 FOOT
 LZ1779'BOULDER PROJECTING 6 INCHES AND IS STAMPED COOTACK NO 2 1968.
 LZ1779'
 LZ1779'THE AZIMUTH MARK IS 44 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 LZ1779'THE TRACK ROAD, 15 FEET SOUTHEAST OF A PINE TREE WITH A TRIANGULAR
 LZ1779'BLAZE AND 1.9 FEET SOUTHEAST OF A METAL WITNESS POST.  IT IS A
 LZ1779'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 LZ1779'PROJECTING 4 INCHES AND IS STAMPED COOTACK 1968.
 LZ1779'
 LZ1779'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3057 ***********************************************************************
 KY3057  DESIGNATION -  COPPER
 KY3057  PID         -  KY3057
 KY3057  STATE/COUNTY-  PA/LAWRENCE
 KY3057  USGS QUAD   -  NEW CASTLE SOUTH (1990)
 KY3057
 KY3057                         *CURRENT SURVEY CONTROL
 KY3057  ___________________________________________________________________
 KY3057* NAD 83(1992)-  40 58 36.21856(N)    080 15 17.99965(W)     ADJUSTED  
 KY3057* NAVD 88     -       405.6    (meters)    1331.     (feet)  VERTCON   
 KY3057  ___________________________________________________________________
 KY3057  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 KY3057  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KY3057
 KY3057  HORZ ORDER  -  SECOND
 KY3057
 KY3057.The horizontal coordinates were established by classical geodetic methods
 KY3057.and adjusted by the National Geodetic Survey in June 2002..
 KY3057
 KY3057.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3057
 KY3057.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3057
 KY3057.The geoid height was determined by GEOID03.
 KY3057
 KY3057;                    North         East     Units Scale Factor Converg.
 KY3057;SPC PA S     -   185,469.802   389,195.190   MT  1.00000160   -1 37 30.8
 KY3057;SPC PA S     -   608,495.51  1,276,884.55   sFT  1.00000160   -1 37 30.8
 KY3057;UTM  17      - 4,536,440.807   562,677.933   MT  0.99964835   +0 29 18.8
 KY3057
 KY3057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3057!SPC PA S     -   0.99994173  x   1.00000160  =   0.99994333
 KY3057!UTM  17      -   0.99994173  x   0.99964835  =   0.99959010
 KY3057
 KY3057:                Primary Azimuth Mark                     Grid Az
 KY3057:SPC PA S     -  COPPER AZ MK                             082 23 09.0
 KY3057:UTM  17      -  COPPER AZ MK                             080 16 19.4
 KY3057
 KY3057|---------------------------------------------------------------------|
 KY3057| PID    Reference Object                     Distance      Geod. Az  |
 KY3057|                                                           dddmmss.s |
 KY3057| CX4339 COPPER AZ MK                                       0804538.2 |
 KY3057| CX4340 COPPER RM 1                           6.598 METERS 16049     |
 KY3057| CX4341 COPPER RM 2                          11.170 METERS 33555     |
 KY3057|---------------------------------------------------------------------|
 KY3057
 KY3057                          SUPERSEDED SURVEY CONTROL
 KY3057
 KY3057  NAD 83(1995)-  40 58 36.21900(N)    080 15 17.99850(W) AD(       ) 2
 KY3057  NAD 83(1986)-  40 58 36.22147(N)    080 15 18.00437(W) AD(       ) 2
 KY3057  NAD 27      -  40 58 36.00012(N)    080 15 18.78006(W) AD(       ) 2
 KY3057  NGVD 29 (07/19/86)  405.7    (m)         1331.     (f) VERT ANG       
 KY3057
 KY3057.Superseded values are not recommended for survey control.
 KY3057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3057.See file dsdata.txt to determine how the superseded data were derived.
 KY3057
 KY3057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF6267836441(NAD 83)
 KY3057_MARKER: DS = TRIANGULATION STATION DISK
 KY3057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3057_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY3057
 KY3057  HISTORY     - Date     Condition        Report By
 KY3057  HISTORY     - 1967     MONUMENTED       CGS
 KY3057
 KY3057                          STATION DESCRIPTION
 KY3057
 KY3057'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KY3057'THE STATION IS LOCATED ABOUT 6.5 MILES NORTHWEST OF PORTERSVILLE,
 KY3057'4.5 MILES EAST OF NEW CASTLE, 0.6 MILE EAST OF STATE HIGHWAY 388
 KY3057'AND 0.2 MILE NORTH OF U.S. HIGHWAY 422.
 KY3057'
 KY3057'TO REACH THE STATION FROM THE POST OFFICE IN NEW CASTLE, GO SOUTH
 KY3057'AND EASTERLY ON U.S. HIGHWAY 422 FOR 5.2 MILES TO A CROSSROAD AND
 KY3057'INTERSECTION WITH STATE HIGHWAY 388, TURN LEFT AND GO NORTH ON
 KY3057'STATE HIGHWAY 388 FOR 0.3 MILE TO A CROSSROAD, TURN RIGHT AND GO
 KY3057'EAST ON SURFACE ROAD (OLD BUTLER HIGHWAY) FOR 0.65 MILE TO THE
 KY3057'SUMMIT OF HILL AND A DRIVEWAY ON BOTH SIDES OF THE ROAD, CONTINUE
 KY3057'AHEAD, GO EAST ABOUT 100 FEET TO A DRIVEWAY RIGHT, LEADING TO A
 KY3057'RED BRICK HOUSE, TURN RIGHT INTO DRIVEWAY AND GO 25 YARDS TO A
 KY3057'UTILITY POLE ON THE RIGHT AND STATION.
 KY3057'
 KY3057'TO REACH THE AZIMUTH FROM THE STATION, GO EAST ON OLD BUTLER
 KY3057'HIGHWAY FOR 0.7 MILE TO A GRAVELED ROAD LEFT, TURN LEFT AND GO 0.7
 KY3057'MILE TO A PAVED CROSSROAD, TURN LEFT AND GO 0.2 MILE TO THE WHITE
 KY3057'HOUSE OF MR. LEWIS PIKLE ON THE RIGHT AND AZIMUTH MARK ON THE
 KY3057'RIGHT, ON A BANK ABOUT 7 FEET ABOVE THE HIGHWAY.
 KY3057'
 KY3057'THE STATION IS 79.0 FEET EAST OF THE NORTHEAST CORNER OF A WHITE
 KY3057'BRICK HOUSE, 14.0 FEET WEST OF THE APPROXIMATE CENTER OF A
 KY3057'GRAVELED DRIVEWAY, 3.0 FEET SOUTH OF A POWERLINE POLE NO. 342.
 KY3057'IT IS A STANDARD TRAVERSE DISK STAMPED COPPER 1967, SET IN THE
 KY3057'TOP OF A CONCRETE CYLINDER, 12 INCHES IN DIAMETER, FLUSH WITH THE
 KY3057'GROUND SURFACE.
 KY3057'
 KY3057'REFERENCE MARK 1 IS 82.0 FEET EAST OF THE NORTHEAST CORNER OF A
 KY3057'WHITE BRICK HOUSE, 24.0 FEET SOUTH OF POWERLINE POLE NO. 342 AND
 KY3057'14.0 FEET WEST OF THE APPROXIMATE CENTER OF GRAVELED DRIDEWAY.
 KY3057'IT IS A STANDARD DISK STAMPED COPPER NO. 1 1967, SET IN THE TOP OF
 KY3057'A CONCRETE CYLINDER 12 INCHES IN DIAMETER, FLUSH WITH THE GROUND
 KY3057'SURFACE.
 KY3057'
 KY3057'REFERENCE MARK 2 IS 70.0 FEET NORTHEAST OF THE NORTH EAST CORNER
 KY3057'OF A WHITE BRICK HOUSE, 33.0 FEET NORTH OF POWERLINE POLE NO. 342
 KY3057'AND 19.0 FEET WEST OF THE APPROXIMATE CENTER OF GRAVELED DRIVEWAY.
 KY3057'IT IS A STANDARD DISK STAMPED COPPER NO. 2 1967, SET IN THE TOP OF
 KY3057'A CONCRETE CYLINDER, 12 INCHES IN DIAMETER, FLUSH WITH THE GROUND
 KY3057'SURFACE.
 KY3057'
 KY3057'THE AZIMUTH MARK IS 25.0 FEET EAST OF THE APPROXIMATE CENTER OF A
 KY3057'PAVED ROAD, WHICH IS 7 FEET LOWER THAN THE MARK, 11.0 FEET NORTH
 KY3057'OF A POWERLINE POLE AND 3.0 FEET NORTHEAST OF A STANDARD METAL
 KY3057'WITNESS POST AND SIGN.  IT IS A STANDARD DISK STAMPED COPPER 1967,
 KY3057'SET IN THE TOP OF A CONCRETE CYLINDER, 12 INCHES IN DIAMETER,
 KY3057'FLUSH WITH THE GROUND SURFACE, ON PROPERTY OWNED BY MR. MIKE ALBERICO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1216 ***********************************************************************
 MA1216  DESIGNATION -  COPPER BOLT
 MA1216  PID         -  MA1216
 MA1216  STATE/COUNTY-  PA/VENANGO
 MA1216  USGS QUAD   -  KENNERDELL (1981)
 MA1216
 MA1216                         *CURRENT SURVEY CONTROL
 MA1216  ___________________________________________________________________
 MA1216* NAD 83(1986)-  41 20 00.     (N)    079 46 06.     (W)     SCALED    
 MA1216* NAVD 88     -       295.715  (meters)     970.19   (feet)  ADJUSTED  
 MA1216  ___________________________________________________________________
 MA1216  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 MA1216  DYNAMIC HT  -         295.577 (meters)     969.74  (feet)  COMP
 MA1216  MODELED GRAV-     980,150.5   (mgal)                       NAVD 88
 MA1216
 MA1216  VERT ORDER  -  FIRST     CLASS II
 MA1216
 MA1216.The horizontal coordinates were scaled from a topographic map and have
 MA1216.an estimated accuracy of +/- 6 seconds.
 MA1216
 MA1216.The orthometric height was determined by differential leveling
 MA1216.and adjusted by the National Geodetic Survey in June 1991..
 MA1216
 MA1216.The geoid height was determined by GEOID03.
 MA1216
 MA1216.The dynamic height is computed by dividing the NAVD 88
 MA1216.geopotential number by the normal gravity value computed on the
 MA1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1216.degrees latitude (g = 980.6199 gals.).
 MA1216
 MA1216.The modeled gravity was interpolated from observed gravity values.
 MA1216
 MA1216;                    North         East    Units  Estimated Accuracy
 MA1216;SPC PA N     -   131,530.      431,070.      MT  (+/- 180 meters Scaled)
 MA1216
 MA1216                          SUPERSEDED SURVEY CONTROL
 MA1216
 MA1216  NGVD 29 (??/??/92)  295.89   (m)          970.8    (f) COMPUTED    1 2
 MA1216
 MA1216.Superseded values are not recommended for survey control.
 MA1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1216.See file dsdata.txt to determine how the superseded data were derived.
 MA1216
 MA1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF030764(NAD 83)
 MA1216_MARKER: B = BOLT
 MA1216_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1216_SP_SET: ABUTMENT
 MA1216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1216
 MA1216  HISTORY     - Date     Condition        Report By
 MA1216  HISTORY     - UNK      MONUMENTED       PRR
 MA1216  HISTORY     - 1935     GOOD             NGS
 MA1216
 MA1216                          STATION DESCRIPTION
 MA1216
 MA1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1216'5.6 MI SE FROM FRANKLIN.
 MA1216'5.6 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA1216'STATION AT FRANKLIN, VENANGO COUNTY, 700 FEET NORTH OF THE NEW
 MA1216'YORK CENTRAL RAILROAD 7-SPAN STEEL BRIDGE OVER ALLEGHENY RIVER,
 MA1216'AT BRIDGE NO. 118.27 OVER EAST SANDY CREEK, IN THE TOP OF THE
 MA1216'WEST END OF THE NORTHEAST ABUTMENT, 12 FEET EAST OF THE
 MA1216'CENTERLINE OF THE NORTH TRACK, AND ABOUT 3 FEET BELOW THE TOP OF
 MA1216'THE RAIL.  A COPPER BOLT, MARKED BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1213 ***********************************************************************
 MA1213  DESIGNATION -  COPPER BOLT
 MA1213  PID         -  MA1213
 MA1213  STATE/COUNTY-  PA/VENANGO
 MA1213  USGS QUAD   -  FRANKLIN (1972)
 MA1213
 MA1213                         *CURRENT SURVEY CONTROL
 MA1213  ___________________________________________________________________
 MA1213* NAD 83(1986)-  41 23 22.     (N)    079 49 04.     (W)     SCALED    
 MA1213* NAVD 88     -       300.389  (meters)     985.53   (feet)  ADJUSTED  
 MA1213  ___________________________________________________________________
 MA1213  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 MA1213  DYNAMIC HT  -         300.258 (meters)     985.10  (feet)  COMP
 MA1213  MODELED GRAV-     980,180.8   (mgal)                       NAVD 88
 MA1213
 MA1213  VERT ORDER  -  FIRST     CLASS II
 MA1213
 MA1213.The horizontal coordinates were scaled from a topographic map and have
 MA1213.an estimated accuracy of +/- 6 seconds.
 MA1213
 MA1213.The orthometric height was determined by differential leveling
 MA1213.and adjusted by the National Geodetic Survey in June 1991..
 MA1213.WARNING-Repeat measurements at this control monument indicate possible
 MA1213.vertical movement.
 MA1213
 MA1213.The geoid height was determined by GEOID03.
 MA1213
 MA1213.The dynamic height is computed by dividing the NAVD 88
 MA1213.geopotential number by the normal gravity value computed on the
 MA1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1213.degrees latitude (g = 980.6199 gals.).
 MA1213
 MA1213.The modeled gravity was interpolated from observed gravity values.
 MA1213
 MA1213;                    North         East    Units  Estimated Accuracy
 MA1213;SPC PA N     -   137,860.      427,080.      MT  (+/- 180 meters Scaled)
 MA1213
 MA1213                          SUPERSEDED SURVEY CONTROL
 MA1213
 MA1213  NGVD 29 (06/03/92)  300.544  (m)          986.03   (f) ADJUSTED    1 2
 MA1213
 MA1213.Superseded values are not recommended for survey control.
 MA1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1213.See file dsdata.txt to determine how the superseded data were derived.
 MA1213
 MA1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF988826(NAD 83)
 MA1213_MARKER: B = BOLT
 MA1213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1213_SP_SET: STEP
 MA1213_MARK LOGO: PRR   
 MA1213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1213
 MA1213  HISTORY     - Date     Condition        Report By
 MA1213  HISTORY     - UNK      MONUMENTED       PRR
 MA1213  HISTORY     - 1967     GOOD             NGS
 MA1213  HISTORY     - 1982     GOOD             NGS
 MA1213
 MA1213                          STATION DESCRIPTION
 MA1213
 MA1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1213'AT FRANKLIN.
 MA1213'AT FRANKLIN, VENANGO COUNTY, 125 FEET WEST OF THE WEST CORNER
 MA1213'OF THE PENNSYLVANIA RAILROAD STATION, AT A 4-SPAN STEEL-TRUSS
 MA1213'BRIDGE OVER ALLEGHENY RIVER, IN THE THIRD STEP FROM THE TOP OF
 MA1213'THE SOUTHWEST WING WALL, 90 FEET SOUTHWEST OF THE CENTERLINE OF
 MA1213'THE MAIN TRACK, AND LEVEL WITH THE TOP OF THE RAIL.  A COPPER
 MA1213'PLUG, MARKED BM.
 MA1213
 MA1213                          STATION RECOVERY (1982)
 MA1213
 MA1213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MA1213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1837 ***********************************************************************
 KW1837  DESIGNATION -  COPPER BOLT PRR
 KW1837  PID         -  KW1837
 KW1837  STATE/COUNTY-  PA/CUMBERLAND
 KW1837  USGS QUAD   -  MECHANICSBURG (1987)
 KW1837
 KW1837                         *CURRENT SURVEY CONTROL
 KW1837  ___________________________________________________________________
 KW1837* NAD 83(1986)-  40 13 18.     (N)    077 07 28.     (W)     SCALED    
 KW1837* NAVD 88     -       138.393  (meters)     454.04   (feet)  ADJUSTED  
 KW1837  ___________________________________________________________________
 KW1837  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 KW1837  DYNAMIC HT  -         138.323 (meters)     453.81  (feet)  COMP
 KW1837  MODELED GRAV-     980,117.7   (mgal)                       NAVD 88
 KW1837
 KW1837  VERT ORDER  -  FIRST     CLASS II
 KW1837
 KW1837.The horizontal coordinates were scaled from a topographic map and have
 KW1837.an estimated accuracy of +/- 6 seconds.
 KW1837
 KW1837.The orthometric height was determined by differential leveling
 KW1837.and adjusted by the National Geodetic Survey in June 1991..
 KW1837
 KW1837.The geoid height was determined by GEOID03.
 KW1837
 KW1837.The dynamic height is computed by dividing the NAVD 88
 KW1837.geopotential number by the normal gravity value computed on the
 KW1837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1837.degrees latitude (g = 980.6199 gals.).
 KW1837
 KW1837.The modeled gravity was interpolated from observed gravity values.
 KW1837
 KW1837;                    North         East    Units  Estimated Accuracy
 KW1837;SPC PA S     -    98,820.      653,240.      MT  (+/- 180 meters Scaled)
 KW1837
 KW1837                          SUPERSEDED SURVEY CONTROL
 KW1837
 KW1837  NGVD 29 (??/??/??)  138.608  (m)          454.75   (f) ADJUSTED    1 2
 KW1837
 KW1837.Superseded values are not recommended for survey control.
 KW1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1837.See file dsdata.txt to determine how the superseded data were derived.
 KW1837
 KW1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK192545(NAD 83)
 KW1837_MARKER: B = BOLT
 KW1837_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1837_SP_SET: CULVERT
 KW1837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1837
 KW1837  HISTORY     - Date     Condition        Report By
 KW1837  HISTORY     - UNK      MONUMENTED       PRR
 KW1837  HISTORY     - 1934     GOOD             CGS
 KW1837  HISTORY     - 20060323 GOOD             INDIV
 KW1837
 KW1837                          STATION DESCRIPTION
 KW1837
 KW1837'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1837'AT MIDDLESEX.
 KW1837'AT MIDDLESEX, CUMBERLAND COUNTY, ON THE PENNSYLVANIA RAILROAD,
 KW1837'1 RAIL EAST OF THE HIGHWAY CROSSING, AND IN THE TOP OF THE NORTH
 KW1837'CONCRETE HEADWALL OF A CULVERT.  A BRASS BOLT.
 KW1837
 KW1837                          STATION RECOVERY (2006)
 KW1837
 KW1837'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SAM)
 KW1837'FOUND 25FT+/- EAST OF OLD STONEHOUSE ROAD AT THE RAILROAD CROSSING
 KW1837'BOLT FOUND 25' FROM NORTH RAIL SET IN CONCRETE HEADWALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3044 ***********************************************************************
 KY3044  DESIGNATION -  CORAOPOLIS FELICIAN SISTERS TK
 KY3044  PID         -  KY3044
 KY3044  STATE/COUNTY-  PA/ALLEGHENY
 KY3044  USGS QUAD   -  AMBRIDGE (1990)
 KY3044
 KY3044                         *CURRENT SURVEY CONTROL
 KY3044  ___________________________________________________________________
 KY3044* NAD 83(1992)-  40 30 07.87570(N)    080 09 08.79734(W)     ADJUSTED  
 KY3044* NAVD 88     -                                                        
 KY3044  ___________________________________________________________________
 KY3044  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 KY3044  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KY3044
 KY3044  HORZ ORDER  -  THIRD
 KY3044
 KY3044.The horizontal coordinates were established by classical geodetic methods
 KY3044.and adjusted by the National Geodetic Survey in June 2002..
 KY3044
 KY3044
 KY3044.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3044
 KY3044.The geoid height was determined by GEOID03.
 KY3044
 KY3044;                    North         East     Units Scale Factor Converg.
 KY3044;SPC PA S     -   132,553.719   396,390.118   MT  0.99995990   -1 33 31.3
 KY3044;SPC PA S     -   434,886.66  1,300,489.91   sFT  0.99995990   -1 33 31.3
 KY3044;UTM  17      - 4,483,842.559   571,814.796   MT  0.99966348   +0 33 01.8
 KY3044
 KY3044                          SUPERSEDED SURVEY CONTROL
 KY3044
 KY3044  NAD 83(1995)-  40 30 07.87616(N)    080 09 08.79954(W) AD(       ) 4
 KY3044  NAD 83(1986)-  40 30 07.88110(N)    080 09 08.80636(W) AD(       ) 4
 KY3044  NAD 27      -  40 30 07.64100(N)    080 09 09.59700(W) AD(       ) 3
 KY3044
 KY3044.Superseded values are not recommended for survey control.
 KY3044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3044.See file dsdata.txt to determine how the superseded data were derived.
 KY3044
 KY3044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE7181583843(NAD 83)
 KY3044_MARKER: 53 = ELEVATED TANK
 KY3044
 KY3044  HISTORY     - Date     Condition        Report By
 KY3044  HISTORY     - 1959     FIRST OBSERVED   CGS
 KY3044  HISTORY     - 1963     GOOD             CGS
 KY3044  HISTORY     - 1975     MARK NOT FOUND   NGS
 KY3044  HISTORY     - 1976     GOOD             LOCENG
 KY3044
 KY3044                          STATION DESCRIPTION
 KY3044
 KY3044'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 KY3044'STATION IS CONSTRUCTED OF 4-VERTICLE STEEL LACED COLUMNS WITH A
 KY3044'TANK WHICH HAS A CONICAL ROOF AND HEMISPHERICAL BOTTOM WITH A
 KY3044'STEEL BALL ON TOP.  IT IS SILVER IN COLOR AND APPROXIMATELY 110
 KY3044'FEET IN HEIGHT.  IT IS LOCATED ON A HIGH HILL, IN THE SOUTHEAST
 KY3044'SECTION OF CORAOPOLIS AND ABOUT 50 FEET WEST OF TRIANGULATION
 KY3044'STATION FELIX.
 KY3044
 KY3044                          STATION RECOVERY (1963)
 KY3044
 KY3044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FBM)
 KY3044'THIS STATION WAS RECOVERED AS DESCRIBED.
 KY3044
 KY3044                          STATION RECOVERY (1975)
 KY3044
 KY3044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KY3044'THIS STATION WAS NOT VISITED AT THIS DATE, HOWEVER IT WAS
 KY3044'INTERSECTED FROM STATION DORSEK 1959.
 KY3044'
 KY3044'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CORAOPLIS.
 KY3044
 KY3044                          STATION RECOVERY (1976)
 KY3044
 KY3044'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (KFH)
 KY3044'STATION RECOVERED GOOD.
 KY3044'
 KY3044'STATION IS NOW BLUE IN COLOR.
 KY3044'
 KY3044'DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTHWEST SECTION OF
 KY3044'CORAOPOLIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2139 ***********************************************************************
 KW2139  DESIGNATION -  CORNMAN
 KW2139  PID         -  KW2139
 KW2139  STATE/COUNTY-  PA/CUMBERLAND
 KW2139  USGS QUAD   -  PLAINFIELD (1975)
 KW2139
 KW2139                         *CURRENT SURVEY CONTROL
 KW2139  ___________________________________________________________________
 KW2139* NAD 83(1992)-  40 07 30.41910(N)    077 20 35.31509(W)     ADJUSTED  
 KW2139* NAVD 88     -       231.305  (meters)     758.87   (feet)  ADJUSTED  
 KW2139  ___________________________________________________________________
 KW2139  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 KW2139  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KW2139  DYNAMIC HT  -         231.181 (meters)     758.47  (feet)  COMP
 KW2139  MODELED GRAV-     980,084.5   (mgal)                       NAVD 88
 KW2139
 KW2139  HORZ ORDER  -  SECOND
 KW2139  VERT ORDER  -  SECOND    CLASS 0
 KW2139
 KW2139.The horizontal coordinates were established by classical geodetic methods
 KW2139.and adjusted by the National Geodetic Survey in June 2002..
 KW2139
 KW2139.The orthometric height was determined by differential leveling
 KW2139.and adjusted by the National Geodetic Survey in June 1991..
 KW2139
 KW2139.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2139
 KW2139.The geoid height was determined by GEOID03.
 KW2139
 KW2139.The dynamic height is computed by dividing the NAVD 88
 KW2139.geopotential number by the normal gravity value computed on the
 KW2139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2139.degrees latitude (g = 980.6199 gals.).
 KW2139
 KW2139.The modeled gravity was interpolated from observed gravity values.
 KW2139
 KW2139;                    North         East     Units Scale Factor Converg.
 KW2139;SPC PA S     -    87,995.160   634,678.618   MT  0.99997555   +0 15 50.3
 KW2139;SPC PA S     -   288,697.45  2,082,274.77   sFT  0.99997555   +0 15 50.3
 KW2139;UTM  18      - 4,444,275.861   300,345.991   MT  1.00009073   -1 30 38.0
 KW2139
 KW2139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2139!SPC PA S     -   0.99996908  x   0.99997555  =   0.99994463
 KW2139!UTM  18      -   0.99996908  x   1.00009073  =   1.00005981
 KW2139
 KW2139|---------------------------------------------------------------------|
 KW2139| PID    Reference Object                     Distance      Geod. Az  |
 KW2139|                                                           dddmmss.s |
 KW2139| CK6879 CORNMAN RM 1                          6.640 METERS 08555     |
 KW2139| CK6880 CORNMAN RM 2                          4.483 METERS 15037     |
 KW2139| KW2143 WEAVER                              APPROX. 1.7 KM 2225839.6 |
 KW2139| KW2854 NEWVILLE MUNICIPAL TANK             APPROX. 6.4 KM 3271005.4 |
 KW2139|---------------------------------------------------------------------|
 KW2139
 KW2139                          SUPERSEDED SURVEY CONTROL
 KW2139
 KW2139  NAD 83(1995)-  40 07 30.41570(N)    077 20 35.31813(W) AD(       ) 2
 KW2139  NAD 83(1986)-  40 07 30.41534(N)    077 20 35.31925(W) AD(       ) 2
 KW2139  NAD 27      -  40 07 30.09440(N)    077 20 36.38190(W) AD(       ) 2
 KW2139  NGVD 29 (??/??/??)  231.521  (m)          759.58   (f) ADJUSTED    2 0
 KW2139
 KW2139.Superseded values are not recommended for survey control.
 KW2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2139.See file dsdata.txt to determine how the superseded data were derived.
 KW2139
 KW2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK0034644276(NAD 83)
 KW2139_MARKER: DS = TRIANGULATION STATION DISK
 KW2139_SETTING: 66 = SET IN ROCK OUTCROP
 KW2139_SP_SET: ROCK OUTCROP
 KW2139_STAMPING: CORNMAN 1960
 KW2139_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW2139+STABILITY: POSITION/ELEVATION WELL
 KW2139
 KW2139  HISTORY     - Date     Condition        Report By
 KW2139  HISTORY     - 1960     MONUMENTED       CGS
 KW2139  HISTORY     - 1960     GOOD             CGS
 KW2139
 KW2139                          STATION DESCRIPTION
 KW2139
 KW2139'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW2139'THE STATION IS LOCATED ON THE WEST SLOPE OF A LOW HILL UNDER
 KW2139'CULTIVATION, NEAR AN EAST AND WEST FENCELINE, NEAR A LARGE
 KW2139'ROCK OUTCROP, WHICH IS ON THE HIGHEST POINT OF THE HILL, ABOUT 4-1/2
 KW2139'MILES SOUTHEAST OF NEWVILLE, 3-3/4 MILES NORTHEAST OF WALNUT
 KW2139'BOTTOM, 1.0 MILE NORTH OF THE VILLAGE OF DICKINSON AND IS ON PROPERTY
 KW2139'OWNED BY MR. HAROLD CORNMAN.
 KW2139'
 KW2139'TO REACH THE STATION FROM THE POST OFFICE IN DICKINSON, GO NORTHEAST
 KW2139'ON STATE HIGHWAY 33 FOR 0.45 MILE TO THE JUNCTION OF STATE
 KW2139'HIGHWAY 33 AND STATE HIGHWAY 233.  TURN LEFT AND GO NORTH ON STATE
 KW2139'HIGHWAY 233 AS PER SIGN NEWVILLE 6 FOR 1.0 MILE TO TELEPHONE POLE
 KW2139'NO. 43 AND THE STATION ON THE RIGHT, EAST, SIDE OF THE HIGHWAY, AS
 KW2139'DESCRIBED.
 KW2139'
 KW2139'THE STATION MARK, A STANDARD DISK STAMPED CORNMAN 1960, IS CEMENTED
 KW2139'IN A DRILL HOLE IN TOP OF A ROCK OUTCROP WHICH IS FLUSH WITH THE
 KW2139'SURFACE OF THE GROUND.  IT IS 577.00 FEET EAST OF THE CENTER OF STATE
 KW2139'HIGHWAY 233, 142.00 FEET NORTHWEST OF A LARGE ROCK OUTCROP AND
 KW2139'HIGHEST POINT OF HILL, 97.8 FEET NORTH OF AN EAST AND WEST FENCELINE
 KW2139'AND ON THE WEST SLOPE OF THE HILL.
 KW2139'
 KW2139'REFERENCE MARK 1, A STANDARD DISK STAMPED CORNMAN NO 1 1960, IS
 KW2139'CEMENTED IN A DRILL HOLE IN THE TOP OF A 6 X 10 INCH ROCK OUTCROP
 KW2139'WHICH PROJECTS ABOUT 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS
 KW2139'89.8 FEET NORTH OF AN EAST AND WEST FENCELINE AND IS
 KW2139'APPROXIMATELY 2.0 FEET HIGHER THAN THE STATION.
 KW2139'
 KW2139'REFERENCE MARK 2, A STANDARD DISK STAMPED CORNMAN NO 2 1960, IS
 KW2139'CEMENTED IN A DRILL HOLE IN THE TOP OF A 1/2 X 3 FOOT ROCK OUTCROP
 KW2139'WHICH PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 KW2139'83.6 FEET NORTH OF AN EAST AND WEST FENCELINE AND IS APPROXIMATELY
 KW2139'2.0 FEET HIGHER THAN THE STATION.
 KW2139'
 KW2139'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  STATION WEAVER
 KW2139'MAY BE USED AS AN AZIMUTH MARK.
 KW2139'
 KW2139'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KW2139
 KW2139                          STATION RECOVERY (1960)
 KW2139
 KW2139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KW2139'4.4 MI SE FROM NEWVILLE.
 KW2139'ABOUT 1.6 MILE SOUTHEAST OF JUNCTION OF STATE HIGHWAY 233 AND
 KW2139'U.S. HIGHWAY 11, WHICH IS 2.7 MILE SOUTHEAST OF NEWVILLE, THENCE
 KW2139'EAST 0.15 MILE THROUGH A CULTIVATED FIELD TO TOP OF A KNOLL,
 KW2139'ABOUT 577 FEET EAST OF THE CENTER OF STATE HIGHWAY 233, 142
 KW2139'FEET NORTHWEST OF A LARGE ROCK OUTCROP AND HIGHEST PART OF KNOLL,
 KW2139'97.8 FEET NORTH OF AN EAST-WEST FENCE LINE.  IT IS SET IN TOP OF
 KW2139'A LARGE ROCK OUTCROP WHICH IS FLUSH WITH THE SURFACE OF THE
 KW2139'GROUND.  NOTE-- IT IS ON PROPERTY OWNED BY HAROLD CORNMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3025 ***********************************************************************
 KW3025  DESIGNATION -  CORNWALL
 KW3025  PID         -  KW3025
 KW3025  STATE/COUNTY-  PA/LANCASTER
 KW3025  USGS QUAD   -  LITITZ (1995)
 KW3025
 KW3025                         *CURRENT SURVEY CONTROL
 KW3025  ___________________________________________________________________
 KW3025* NAD 83(1992)-  40 14 28.44144(N)    076 22 17.94463(W)     ADJUSTED  
 KW3025* NAVD 88     -       357.     (meters)    1171.     (feet)  SCALED    
 KW3025  ___________________________________________________________________
 KW3025  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 KW3025  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 KW3025
 KW3025  HORZ ORDER  -  SECOND
 KW3025
 KW3025.The horizontal coordinates were established by classical geodetic methods
 KW3025.and adjusted by the National Geodetic Survey in June 2002..
 KW3025
 KW3025.The orthometric height was scaled from a topographic map.
 KW3025
 KW3025.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3025
 KW3025.The geoid height was determined by GEOID03.
 KW3025
 KW3025;                    North         East     Units Scale Factor Converg.
 KW3025;SPC PA S     -   101,723.599   717,278.543   MT  0.99996615   +0 53 39.3
 KW3025;SPC PA S     -   333,738.17  2,353,271.35   sFT  0.99996615   +0 53 39.3
 KW3025;UTM  18      - 4,455,434.645   383,327.446   MT  0.99976757   -0 53 10.3
 KW3025
 KW3025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3025!SPC PA S     -   0.99994947  x   0.99996615  =   0.99991562
 KW3025!UTM  18      -   0.99994947  x   0.99976757  =   0.99971705
 KW3025
 KW3025:                Primary Azimuth Mark                     Grid Az
 KW3025:SPC PA S     -  SCHAEFFERSTOWN ST PAULS CHURCH           044 05 09.5
 KW3025:UTM  18      -  SCHAEFFERSTOWN ST PAULS CHURCH           045 51 59.1
 KW3025
 KW3025|---------------------------------------------------------------------|
 KW3025| PID    Reference Object                     Distance      Geod. Az  |
 KW3025|                                                           dddmmss.s |
 KW3025| KW3047 SCHAEFFERSTOWN ST PAULS CHURCH      APPROX. 9.0 KM 0445848.8 |
 KW3025| CB3885 CORNWALL AZ MK                                     0701502.0 |
 KW3025| CB3886 CORNWALL RM 1                        18.104 METERS 14357     |
 KW3025| CB3887 CORNWALL RM 2                        23.750 METERS 25428     |
 KW3025|---------------------------------------------------------------------|
 KW3025
 KW3025                          SUPERSEDED SURVEY CONTROL
 KW3025
 KW3025  NAD 83(1991)-  40 14 28.43322(N)    076 22 17.94883(W) AD(       ) 2
 KW3025  NAD 83(1986)-  40 14 28.43331(N)    076 22 17.94894(W) AD(       ) 2
 KW3025  NAD 27      -  40 14 28.10220(N)    076 22 19.09430(W) AD(       ) 2
 KW3025
 KW3025.Superseded values are not recommended for survey control.
 KW3025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3025.See file dsdata.txt to determine how the superseded data were derived.
 KW3025
 KW3025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK8332755435(NAD 83)
 KW3025_MARKER: DS = TRIANGULATION STATION DISK
 KW3025_SETTING: 80 = SET IN A BOULDER
 KW3025_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KW3025_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW3025+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2004
 KW3025
 KW3025  HISTORY     - Date     Condition        Report By
 KW3025  HISTORY     - 1942     MONUMENTED       CGS
 KW3025  HISTORY     - 1947     GOOD             CGS
 KW3025  HISTORY     - 20040815 GOOD             GEOCAC
 KW3025
 KW3025                          STATION DESCRIPTION
 KW3025
 KW3025'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW3025'THE STATION IS ABOUT 2-1/2 MILES SE OF CORNWALL, 10 MILES SSE OF
 KW3025'MYERSTOWN ON HILL KNOWN AS FURNACE RIDGE ON STATE LAND.
 KW3025'THE STATION MARK IS A STANDARD DISK SET FLUSH IN A DRILL HOLE IN A
 KW3025'BOULDER 3 FEET BY 4 FEET WHICH PROJECTS 10 INCHES. THE
 KW3025'STATION IS 35 FEET W OF THE CENTER OF THE LOOKOUT TOWER AND IS IN THE
 KW3025'ROAD LOOP AROUND BOTH OF THEM.
 KW3025'
 KW3025'REFERENCE MARK NO. 1 IS A STANDARD DISK, S OF STATION, SET FLUSH IN A
 KW3025'DRILL HOLE IN A BOULDER 4 FEET BY 5 FEET.  THE MARK IS 12 FEET S
 KW3025'FROM THE CENTER LINE OF ROAD AND IS 4 FEET E OF TELEPHONE LINE.
 KW3025'
 KW3025'REFERENCE MARK NO. 2 IS A STANDARD DISK, W OF THE STATION, SET FLUSH
 KW3025'IN A DRILL HOLE IN A BOULDER WHICH IS 5 FEET BY 1 FOOT AND
 KW3025'PROJECTS 4 INCHES. THE MARK IS 6 FEET NW OF THE NW CORNER OF THE
 KW3025'STONE HOUSE.
 KW3025'
 KW3025'ALL REFERENCE MARKS ARE STAMPED WITH THE NAME AND DATE OF THE STATION
 KW3025'AND WITH THEIR RESPECTIVE NUMBERS.
 KW3025'
 KW3025'THE AZIMUTH MARK IS 0.5 MILE E OF STATION AND IS ON THE NE SIDE OF
 KW3025'THE ROAD ON ROUTE TO STATION. THE MARK IS A
 KW3025'STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4
 KW3025'INCHES. IT IS 17 FEET NE OF THE CENTER LINE OF ROAD WHERE THE
 KW3025'ROAD CURVES SLIGHTLY AND IS 15 FEET E OF TWO 9-INCH CHESTNUT OAK
 KW3025'TREES.
 KW3025'
 KW3025'REACHED FROM CORNWALL AT THE JUNCTION OF U.S. HIGHWAY 322 AND STATE
 KW3025'HIGHWAY 72 AT LARGE STONE SCHOOL BUILDING BY GOING SE ON U.S.
 KW3025'HIGHWAY 322 FOR 0.8 MILE TO ANGLING CROSSROADS, KEEP U.S. HIGHWAY 322
 KW3025'AND GO 3 MILES TO DIM ROAD TO RIGHT, TURN RIGHT, S, ON DIM
 KW3025'ROAD AND FOLLOW MAIN ROAD FOR 1.25 MILES TO FIRE TOWER AND STATION.
 KW3025'
 KW3025'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 KW3025
 KW3025                          STATION RECOVERY (1947)
 KW3025
 KW3025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JW)
 KW3025'ORIGINAL DESCRIPTION EXCELLENT.
 KW3025
 KW3025                          STATION RECOVERY (2004)
 KW3025
 KW3025'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW3025'AREA HAS CHANGED SIGNIFICANTLY WITH ADDITION OF COMMUNICATION TOWERS
 KW3025'AND REMOVAL OF LOOKOUT TOWER. NEW DESCRIPTION FOLLOWS.
 KW3025' 
 KW3025'STATION IS LOCATED 60 FEET 10 INCHES (18.542 METERS) NORTHEAST OF THE
 KW3025'NORTHEAST CORNER OF A STONE BUILDING, 10 FEET 5 INCHES (3.175 METERS)
 KW3025'SOUTH SOUTHEAST OF A POWER POLE WITH TWO SECURITY CAMERAS, 51 FEET 7
 KW3025'INCHES (15.723 METERS) FROM THE CENTER OF THE GATE LEADING TO THE
 KW3025'COMMUNICATION TOWERS. IT IS APPROXIMATELY 4 INCHES BELOW GROUND LEVEL.
 KW3025' 
 KW3025' 
 KW3025'REFERENCE MARK 1 IS 19 FEET 4 INCHES (5.893 METERS) SOUTHWEST OF THE
 KW3025'CENTER OF THE GATE LEADING TO THE COMMUNICATION TOWERS, 68 FEET 7
 KW3025'INCHES (20.904 METERS) SOUTHEAST OF THE POWER POLE, 84 FEET 3 INCHES
 KW3025'(25.679 METERS) EAST OF THE NORTHEAST CORNER OF THE STONE BUILDING. IT
 KW3025'IS APPROXIMATELY 2 INCHES BELOW A LAYER OF GRAVEL.
 KW3025' 
 KW3025'REFERENCE MARK 2 WAS RECOVERED AS DESCRIBED. IT IS APPROXIMATELY 4
 KW3025'INCHES BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5745 ***********************************************************************
 KV5745  DESIGNATION -  CORNWALL HTS S AND K CO STACK
 KV5745  PID         -  KV5745
 KV5745  STATE/COUNTY-  PA/BUCKS
 KV5745  USGS QUAD   -  BEVERLY (1973)
 KV5745
 KV5745                         *CURRENT SURVEY CONTROL
 KV5745  ___________________________________________________________________
 KV5745* NAD 83(1992)-  40 04 07.63423(N)    074 56 34.61183(W)     ADJUSTED  
 KV5745* NAVD 88     -                                                        
 KV5745  ___________________________________________________________________
 KV5745  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 KV5745  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KV5745
 KV5745  HORZ ORDER  -  THIRD
 KV5745
 KV5745.The horizontal coordinates were established by classical geodetic methods
 KV5745.and adjusted by the National Geodetic Survey in June 2002..
 KV5745
 KV5745
 KV5745.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5745
 KV5745.The geoid height was determined by GEOID03.
 KV5745
 KV5745;                    North         East     Units Scale Factor Converg.
 KV5745;SPC PA S     -    85,466.222   839,419.590   MT  0.99998158   +1 49 16.3
 KV5745;SPC PA S     -   280,400.43  2,753,995.77   sFT  0.99998158   +1 49 16.3
 KV5745;SPC NJ       -   137,245.475   112,216.680   MT  0.99991757   -0 17 06.5
 KV5745;SPC NJ       -   450,279.53    368,164.22   sFT  0.99991757   -0 17 06.5
 KV5745;UTM  18      - 4,435,393.539   504,865.075   MT  0.99960029   +0 02 12.2
 KV5745
 KV5745                          SUPERSEDED SURVEY CONTROL
 KV5745
 KV5745  NAD 83(1996)-  40 04 07.63404(N)    074 56 34.61210(W) AD(       ) 4
 KV5745  NAD 83(1986)-  40 04 07.63446(N)    074 56 34.61063(W) AD(       ) 4
 KV5745  NAD 27      -  40 04 07.23300(N)    074 56 36.01400(W) AD(       ) 3
 KV5745
 KV5745.Superseded values are not recommended for survey control.
 KV5745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5745.See file dsdata.txt to determine how the superseded data were derived.
 KV5745
 KV5745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0486535394(NAD 83)
 KV5745_MARKER: 63 = STACK
 KV5745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5745+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2004
 KV5745
 KV5745  HISTORY     - Date     Condition        Report By
 KV5745  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5745  HISTORY     - 1947     GOOD             CGS
 KV5745  HISTORY     - 1976     GOOD             NGS
 KV5745  HISTORY     - 20040222 GOOD             USPSQD
 KV5745
 KV5745                          STATION DESCRIPTION
 KV5745
 KV5745'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5745'THIS STATION IS THE CENTER OF THE STACK AT THE SCHUTTE AND KOERTING
 KV5745'CO. AT CORNWALL HEIGHTS, ABOUT 4-1/2 MILES SOUTHWEST OF BRISTOL
 KV5745'BETWEEN STATE ROAD AND DELAWARE RIVER.  THE STACK IS A RED BRICK
 KV5745'STACK ABOUT 125 FEET HIGH WITH SLIGHT CORBEL AT TOP.  THIS IS THE
 KV5745'ONLY STACK IN THE VICINITY.
 KV5745
 KV5745                          STATION RECOVERY (1947)
 KV5745
 KV5745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5745'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION COMPLETE AND
 KV5745'ADEQUATE.
 KV5745
 KV5745                          STATION RECOVERY (1976)
 KV5745
 KV5745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5745'RECOVERED AS DESCRIBED.
 KV5745
 KV5745                          STATION RECOVERY (2004)
 KV5745
 KV5745'RECOVERY NOTE BY US POWER SQUADRON 2004 (JNZ)
 KV5745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5746 ***********************************************************************
 KV5746  DESIGNATION -  CORNWALL HTS S AND K CO TANK
 KV5746  PID         -  KV5746
 KV5746  STATE/COUNTY-  PA/BUCKS
 KV5746  USGS QUAD   -  BEVERLY (1973)
 KV5746
 KV5746                         *CURRENT SURVEY CONTROL
 KV5746  ___________________________________________________________________
 KV5746* NAD 83(1992)-  40 04 06.67355(N)    074 56 33.16625(W)     ADJUSTED  
 KV5746* NAVD 88     -                                                        
 KV5746  ___________________________________________________________________
 KV5746  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 KV5746  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KV5746
 KV5746  HORZ ORDER  -  THIRD
 KV5746
 KV5746.The horizontal coordinates were established by classical geodetic methods
 KV5746.and adjusted by the National Geodetic Survey in June 2002..
 KV5746
 KV5746
 KV5746.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5746
 KV5746.The geoid height was determined by GEOID03.
 KV5746
 KV5746;                    North         East     Units Scale Factor Converg.
 KV5746;SPC PA S     -    85,437.696   839,454.769   MT  0.99998161   +1 49 17.2
 KV5746;SPC PA S     -   280,306.84  2,754,111.19   sFT  0.99998161   +1 49 17.2
 KV5746;SPC NJ       -   137,215.677   112,250.785   MT  0.99991754   -0 17 05.5
 KV5746;SPC NJ       -   450,181.77    368,276.12   sFT  0.99991754   -0 17 05.5
 KV5746;UTM  18      - 4,435,363.943   504,899.335   MT  0.99960030   +0 02 13.1
 KV5746
 KV5746                          SUPERSEDED SURVEY CONTROL
 KV5746
 KV5746  NAD 83(1996)-  40 04 06.67325(N)    074 56 33.16683(W) AD(       ) 4
 KV5746  NAD 83(1986)-  40 04 06.67199(N)    074 56 33.16837(W) AD(       ) 4
 KV5746  NAD 27      -  40 04 06.27100(N)    074 56 34.51000(W) AD(       ) 3
 KV5746
 KV5746.Superseded values are not recommended for survey control.
 KV5746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5746.See file dsdata.txt to determine how the superseded data were derived.
 KV5746
 KV5746_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0489935364(NAD 83)
 KV5746_MARKER: 51 = TANK
 KV5746
 KV5746  HISTORY     - Date     Condition        Report By
 KV5746  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5746  HISTORY     - 1947     GOOD             CGS
 KV5746  HISTORY     - 1976     GOOD             NGS
 KV5746
 KV5746                          STATION DESCRIPTION
 KV5746
 KV5746'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5746'THIS STATION IS THE CENTER OF THE BALL ON TOP OF THE TALL BLACK WATER
 KV5746'TANK AT THE SCHUTTE AND KOERTING CO. AT CORNWALL HEIGHTS, ABOUT 4
 KV5746'1/2 MILES SOUTHWEST OF BRISTOL BETWEEN STATE ROAD AND DELAWARE RIVER.
 KV5746'THIS TANK IS THE HIGHEST AND MOST WESTERLY OF TWO BLACK TANKS AT
 KV5746'THE PLANT.  IT IS ABOUT 110 FEET HIGH AND IS AT THE SOUTHWEST CORNER
 KV5746'OF THE MAIN BUILDING OF THE PLANT.
 KV5746
 KV5746                          STATION RECOVERY (1947)
 KV5746
 KV5746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5746'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 KV5746'ADEQUATE EXCEPT FOR THE FOLLOWING CHANGES-
 KV5746'
 KV5746'1. DELETE HIGHEST.
 KV5746'2. CHANGE OF TWO
 KV5746'BLACK TANKS AT THE PLANT TO OF FOUR TANKS IN THE IMMEDIATE AREA.
 KV5746'3. CHANGE SW CORNER TO SE CORNER.
 KV5746
 KV5746                          STATION RECOVERY (1976)
 KV5746
 KV5746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5746'RECOVERED AS DESCRIBED.  THE TANK IS NOW KNOWN AS AMETEK CO.
 KV5746'CYLINDRICAL TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5752 ***********************************************************************
 KV5752  DESIGNATION -  CORNWELL HTS CHEM WATER TANK
 KV5752  PID         -  KV5752
 KV5752  STATE/COUNTY-  PA/BUCKS
 KV5752  USGS QUAD   -  BEVERLY (1973)
 KV5752
 KV5752                         *CURRENT SURVEY CONTROL
 KV5752  ___________________________________________________________________
 KV5752* NAD 83(1992)-  40 04 11.96685(N)    074 56 13.05536(W)     ADJUSTED  
 KV5752* NAVD 88     -                                                        
 KV5752  ___________________________________________________________________
 KV5752  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 KV5752  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KV5752
 KV5752  HORZ ORDER  -  THIRD
 KV5752
 KV5752.The horizontal coordinates were established by classical geodetic methods
 KV5752.and adjusted by the National Geodetic Survey in June 2002..
 KV5752
 KV5752
 KV5752.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5752
 KV5752.The geoid height was determined by GEOID03.
 KV5752
 KV5752;                    North         East     Units Scale Factor Converg.
 KV5752;SPC PA S     -    85,616.035   839,925.883   MT  0.99998144   +1 49 30.3
 KV5752;SPC PA S     -   280,891.94  2,755,656.83   sFT  0.99998144   +1 49 30.3
 KV5752;UTM  18      - 4,435,527.463   505,375.593   MT  0.99960036   +0 02 26.1
 KV5752
 KV5752                          SUPERSEDED SURVEY CONTROL
 KV5752
 KV5752  NAD 83(1996)-  40 04 11.96656(N)    074 56 13.05565(W) AD(       ) 4
 KV5752  NAD 83(1986)-  40 04 11.96496(N)    074 56 13.05760(W) AD(       ) 4
 KV5752  NAD 27      -  40 04 11.56500(N)    074 56 14.45400(W) AD(       ) 3
 KV5752
 KV5752.Superseded values are not recommended for survey control.
 KV5752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5752.See file dsdata.txt to determine how the superseded data were derived.
 KV5752
 KV5752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0537635527(NAD 83)
 KV5752_MARKER: 53 = ELEVATED TANK
 KV5752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5752+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2004
 KV5752
 KV5752  HISTORY     - Date     Condition        Report By
 KV5752  HISTORY     - 1958     FIRST OBSERVED   CGS
 KV5752  HISTORY     - 1976     GOOD             NGS
 KV5752  HISTORY     - 20040221 GOOD             USPSQD
 KV5752
 KV5752                          STATION DESCRIPTION
 KV5752
 KV5752'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 KV5752'STATION IS LOCATED ON THE SOUTH SIDE OF STATE ROAD, IN THE CORNWELL
 KV5752'HEIGHTS AREA, ABOUT 1/2 MILE SOUTH-SOUTHEAST OF CORNWELLS
 KV5752'HEIGHTS, 1/2 MILE SOUTH-SOUTHEAST OF U.S. HIGHWAY 13, 3 MILES
 KV5752'WEST-SOUTHWEST OF BRISTOL AND AT THE SOUTHWEST EDGE OF THE COMPANY
 KV5752'GROUNDS.
 KV5752'
 KV5752'IT IS A RED COLORED TANK WITH A HEMISPHERICAL BOTTOM AND A CONICAL
 KV5752'ROOF, 125 FEET IN HEIGHT WITH A BALL ON TOP, SUPPORTED BY 4
 KV5752'STEEL LACED CHANNEL COLUMNS.  THE BALL ON TOP WAS OBSERVED.
 KV5752'
 KV5752'NOTE-
 KV5752'
 KV5752'THE DUPONT CHEMICAL COMPANY IS DUE TO TAKE OVER THIS CHEMICAL COMPANY
 KV5752'PLANT BY JULY 1, 1958.
 KV5752
 KV5752                          STATION RECOVERY (1976)
 KV5752
 KV5752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5752'RECOVERED AS DESCRIBED.  DUPONT CHEMICALS NOW OWNS THE TANK.
 KV5752
 KV5752                          STATION RECOVERY (2004)
 KV5752
 KV5752'RECOVERY NOTE BY US POWER SQUADRON 2004 (RGG)
 KV5752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2395 ***********************************************************************
 MA2395  CBN         -  This is a Cooperative Base Network Control Station.
 MA2395  DESIGNATION -  CORRPORT
 MA2395  PID         -  MA2395
 MA2395  STATE/COUNTY-  PA/ERIE
 MA2395  USGS QUAD   -  CORRY (1993)
 MA2395
 MA2395                         *CURRENT SURVEY CONTROL
 MA2395  ___________________________________________________________________
 MA2395* NAD 83(1992)-  41 54 25.90613(N)    079 38 27.63417(W)     ADJUSTED  
 MA2395* NAVD 88     -       527.2    (meters)    1730.     (feet)  GPS OBS   
 MA2395  ___________________________________________________________________
 MA2395  X           -     854,887.328 (meters)                     COMP
 MA2395  Y           -  -4,676,765.159 (meters)                     COMP
 MA2395  Z           -   4,238,267.699 (meters)                     COMP
 MA2395  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 MA2395  ELLIP HEIGHT-         493.68  (meters)          (03/28/01) GPS OBS
 MA2395  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 MA2395
 MA2395  HORZ ORDER  -  A
 MA2395  ELLP ORDER  -  THIRD     CLASS II
 MA2395
 MA2395.The horizontal coordinates were established by GPS observations
 MA2395.and adjusted by the National Geodetic Survey in March 2001..
 MA2395
 MA2395.The orthometric height was determined by GPS observations and a
 MA2395.high-resolution geoid model.
 MA2395
 MA2395.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MA2395
 MA2395.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2395
 MA2395.The ellipsoidal height was determined by GPS observations
 MA2395.and is referenced to NAD 83.
 MA2395
 MA2395.The geoid height was determined by GEOID03.
 MA2395
 MA2395;                    North         East     Units Scale Factor Converg.
 MA2395;SPC PA N     -   195,009.883   443,114.497   MT  0.99999333   -1 15 03.5
 MA2395;SPC PA N     -   639,794.92  1,453,784.81   sFT  0.99999333   -1 15 03.5
 MA2395;UTM  17      - 4,640,365.316   612,712.906   MT  0.99975633   +0 54 28.1
 MA2395
 MA2395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2395!SPC PA N     -   0.99992258  x   0.99999333  =   0.99991591
 MA2395!UTM  17      -   0.99992258  x   0.99975633  =   0.99967892
 MA2395
 MA2395:                Primary Azimuth Mark                     Grid Az
 MA2395:SPC PA N     -  CORRPORT AZ MK                           313 56 22.0
 MA2395:UTM  17      -  CORRPORT AZ MK                           311 46 50.4
 MA2395
 MA2395|---------------------------------------------------------------------|
 MA2395| PID    Reference Object                     Distance      Geod. Az  |
 MA2395|                                                           dddmmss.s |
 MA2395| MA2396 CORRPORT AZ MK                      APPROX. 0.6 KM 3124118.5 |
 MA2395|---------------------------------------------------------------------|
 MA2395
 MA2395                          SUPERSEDED SURVEY CONTROL
 MA2395
 MA2395  NAD 83(1996)-  41 54 25.90827(N)    079 38 27.63919(W) AD(       ) 3
 MA2395  NAD 83(1986)-  41 54 25.90676(N)    079 38 27.62762(W) AD(       ) 3
 MA2395  NGVD 29 (09/11/89)  527.5    (m)         1731.     (f) GPS OBS        
 MA2395
 MA2395.Superseded values are not recommended for survey control.
 MA2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2395.See file dsdata.txt to determine how the superseded data were derived.
 MA2395
 MA2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG1271340365(NAD 83)
 MA2395_MARKER: I = METAL ROD
 MA2395_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MA2395_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MA2395_STAMPING: CORRPORT 1988
 MA2395_MARK LOGO: NGS   
 MA2395_PROJECTION: FLUSH
 MA2395_MAGNETIC: N = NO MAGNETIC MATERIAL
 MA2395_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA2395+STABILITY: POSITION/ELEVATION WELL
 MA2395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA2395+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2001
 MA2395_ROD/PIPE-DEPTH: 3.10 meters
 MA2395_SLEEVE-DEPTH  : 1.00 meters
 MA2395
 MA2395  HISTORY     - Date     Condition        Report By
 MA2395  HISTORY     - 1988     MONUMENTED       NGS
 MA2395  HISTORY     - 20000504 GOOD             PADT
 MA2395  HISTORY     - 20010717 GOOD             PADT
 MA2395
 MA2395                          STATION DESCRIPTION
 MA2395
 MA2395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 MA2395'THE STATION IS LOCATED ABOUT 1.2 KM (0.75 MI) SOUTH OF CORRY, AT THE
 MA2395'CORRY-LAWRENCE AIRPORT, 0.3 KM (0.20 MI) NORTHWEST FROM THE SOUTHEAST
 MA2395'END AND ON THE SOUTHWEST SIDE OF THE SINGLE ASPHALT RUNWAY.
 MA2395'OWNERSHIP--AIRPORT AUTHORITY CITY OF CORRY, C/O AIRPORT MANAGER RAY
 MA2395'CATHERS, 100 SOUTH CENTER STREET, CORRY PA 16407.  PHONE CITY BUILDING
 MA2395'814-663-7041, AIRPORT 814-664-7111.
 MA2395'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 77 AND 426 IN
 MA2395'CORRY, GO SOUTHWEST FOR 0.2 KM (0.10 MI) ON HIGHWAY 77 TO A PAVED SIDE
 MA2395'ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHEAST AND SOUTH FOR 1.1 KM
 MA2395'(0.70 MI) ON SPRING STREET TO THE TOP OF THE LONG HILL AND AIRPORT
 MA2395'ROAD ON THE LEFT.  CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.2 KM
 MA2395'(0.10 MI) ON THE PAVED AIRPORT ENTRANCE ROAD TO A GATE ON THE WEST
 MA2395'SIDE OF THE AIRPORT ADMINISTRATION BUILDING.  PASS THROUGH THE GATE
 MA2395'AND GO SOUTH FOR 0.2 KM (0.10 MI) ON THE APRON AND THE MAIN CONNECTING
 MA2395'TAXIWAY TO THE RUNWAY.  TURN LEFT AND GO SOUTHEAST FOR 0.2 KM
 MA2395'(0.10 MI) ON THE RUNWAY TO THE STATION ON THE RIGHT.
 MA2395'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 MA2395'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 3.1 METERS IN A GREASE
 MA2395'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 MA2395'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 MA2395'34.4 M (112.9 FT) NORTHEAST FROM THE NORTHWEST WOODEN CORNER POST FOR
 MA2395'A FENCE, 31.2 M (102.4 FT) WEST-NORTHWEST FROM THE SIXTH WHITE RUNWAY
 MA2395'LIGHT ON THE SOUTHWEST SIDE OF THE RUNWAY FROM THE SOUTHEAST END OF
 MA2395'THE RUNWAY, 29.5 M (96.8 FT) NORTH FROM THE SOUTHWEST END OF A 50-CM
 MA2395'METAL PIPE CULVERT UNDER THE RUNWAY, 28.3 M (92.8 FT) SOUTH FROM THE
 MA2395'FOURTH WHITE RUNWAY LIGHT ON THE SOUTHWEST SIDE OF THE RUNWAY
 MA2395'SOUTHEAST FROM THE MAIN CONNECTING TAXIWAY AND IS THE SEVENTH RUNWAY
 MA2395'LIGHT FROM THE SOUTHEAST END OF THE RUNWAY, AND 27.6 M (90.6 FT)
 MA2395'SOUTHWEST FROM THE CENTER OF THE RUNWAY.
 MA2395'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 MA2395
 MA2395                          STATION RECOVERY (2000)
 MA2395
 MA2395'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (JAW)
 MA2395'RECOVERED IN GOOD CONDITION.
 MA2395
 MA2395                          STATION RECOVERY (2001)
 MA2395
 MA2395'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DB)
 MA2395'RECOVERED AS DESCRIBED.
 MA2395'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2396 ***********************************************************************
 MA2396  DESIGNATION -  CORRPORT AZ MK
 MA2396  PID         -  MA2396
 MA2396  STATE/COUNTY-  PA/ERIE
 MA2396  USGS QUAD   -  CORRY (1993)
 MA2396
 MA2396                         *CURRENT SURVEY CONTROL
 MA2396  ___________________________________________________________________
 MA2396* NAD 83(1992)-  41 54 38.60110(N)    079 38 46.05996(W)     ADJUSTED  
 MA2396* NAVD 88     -       516.6    (meters)    1695.     (feet)  VERTCON   
 MA2396  ___________________________________________________________________
 MA2396  X           -     854,421.082 (meters)                     COMP
 MA2396  Y           -  -4,676,576.248 (meters)                     COMP
 MA2396  Z           -   4,238,552.026 (meters)                     COMP
 MA2396  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 MA2396  ELLIP HEIGHT-         482.92  (meters)          (06/21/02) GPS OBS
 MA2396  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 MA2396
 MA2396  HORZ ORDER  -  THIRD
 MA2396  ELLP ORDER  -  FOURTH    CLASS I
 MA2396
 MA2396.The horizontal coordinates were established by GPS observations
 MA2396.and adjusted by the National Geodetic Survey in June 2002..
 MA2396
 MA2396.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2396
 MA2396.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MA2396
 MA2396.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2396
 MA2396.The ellipsoidal height was determined by GPS observations
 MA2396.and is referenced to NAD 83.
 MA2396
 MA2396.The geoid height was determined by GEOID03.
 MA2396
 MA2396;                    North         East     Units Scale Factor Converg.
 MA2396;SPC PA N     -   195,410.751   442,698.507   MT  0.99999386   -1 15 15.7
 MA2396;SPC PA N     -   641,110.11  1,452,420.02   sFT  0.99999386   -1 15 15.7
 MA2396;UTM  17      - 4,640,750.137   612,282.213   MT  0.99975513   +0 54 16.0
 MA2396
 MA2396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2396!SPC PA N     -   0.99992426  x   0.99999386  =   0.99991812
 MA2396!UTM  17      -   0.99992426  x   0.99975513  =   0.99967941
 MA2396
 MA2396:                Primary Azimuth Mark                     Grid Az
 MA2396:SPC PA N     -  CORRPORT                                 133 56 21.9
 MA2396:UTM  17      -  CORRPORT                                 131 46 50.2
 MA2396
 MA2396|---------------------------------------------------------------------|
 MA2396| PID    Reference Object                     Distance      Geod. Az  |
 MA2396|                                                           dddmmss.s |
 MA2396| MA2395 CORRPORT                            APPROX. 0.6 KM 1324106.2 |
 MA2396|---------------------------------------------------------------------|
 MA2396
 MA2396                          SUPERSEDED SURVEY CONTROL
 MA2396
 MA2396  NAD 83(1996)-  41 54 38.60437(N)    079 38 46.06379(W) AD(       ) 3
 MA2396  NAD 83(1986)-  41 54 38.60444(N)    079 38 46.05685(W) AD(       ) 3
 MA2396  NGVD 29 (09/11/89)  516.8    (m)         1696.     (f) GPS OBS        
 MA2396
 MA2396.Superseded values are not recommended for survey control.
 MA2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2396.See file dsdata.txt to determine how the superseded data were derived.
 MA2396
 MA2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG1228240750(NAD 83)
 MA2396_MARKER: I = METAL ROD
 MA2396_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MA2396_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MA2396_STAMPING: CORRPORT AZ MK 1988
 MA2396_MARK LOGO: NGS   
 MA2396_PROJECTION: FLUSH
 MA2396_MAGNETIC: I = MARKER IS A STEEL ROD
 MA2396_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA2396+STABILITY: POSITION/ELEVATION WELL
 MA2396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA2396+SATELLITE: SATELLITE OBSERVATIONS - 1988
 MA2396_ROD/PIPE-DEPTH: 1.8  meters
 MA2396_SLEEVE-DEPTH  : 1.0 meters
 MA2396
 MA2396  HISTORY     - Date     Condition        Report By
 MA2396  HISTORY     - 1988     MONUMENTED       NGS
 MA2396
 MA2396                          STATION DESCRIPTION
 MA2396
 MA2396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 MA2396'THE STATION IS LOCATED ABOUT 1.2 KM (0.75 MI) SOUTH OF CORRY, AT THE
 MA2396'CORRY-LAWRENCE AIRPORT, AT THE WEST CORNER AND IN LINE WITH THE
 MA2396'NORTHWEST END OF THE SINGLE ASPHALT RUNWAY.
 MA2396'OWNERSHIP--AIRPORT AUTHORITY CITY OF CORRY, C/O AIRPORT MANAGER RAY
 MA2396'CATHERS, 100 SOUTH CENTER STREET, CORRY PA 16407.  PHONE CITY BUILDING
 MA2396'814-663-7041, AIRPORT 814-664-7111.
 MA2396'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 77 AND 426 IN
 MA2396'CORRY, GO SOUTHWEST FOR 0.2 KM (0.10 MI) ON HIGHWAY 77 TO A PAVED SIDE
 MA2396'ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHEAST AND SOUTH FOR 1.1 KM
 MA2396'(0.70 MI) ON SPRING STREET TO THE TOP OF THE LONG HILL AND AIRPORT
 MA2396'ROAD ON THE LEFT.  CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.2 KM
 MA2396'(0.10 MI) ON THE PAVED AIRPORT ENTRANCE ROAD TO THE GATE ON THE WEST
 MA2396'SIDE OF THE AIRPORT ADMINISTRATION BUILDING.  PASS THROUGH THE GATE
 MA2396'AND GO SOUTH FOR 0.2 KM (0.10 MI) ON THE APRON AND MAIN CONNECTING
 MA2396'TAXIWAY TO THE RUNWAY.  TURN RIGHT AND GO NORTHWEST FOR 0.4 KM
 MA2396'(0.25 MI) ON THE RUNWAY TO THE STATION ON THE LEFT AT THE WEST CORNER
 MA2396'OF THE RUNWAY.
 MA2396'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 MA2396'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 1.8 METERS IN A GREASE
 MA2396'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 MA2396'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 MA2396'44.6 M (146.3 FT) WEST-NORTHWEST FROM THE FIRST WHITE RUNWAY LIGHT ON
 MA2396'THE SOUTHWEST SIDE OF THE RUNWAY FROM THE NORTHWEST END OF THE RUNWAY,
 MA2396'27.1 M (88.9 FT) SOUTHWEST FROM THE CENTER OF THE RUNWAY, AND 13.0 M
 MA2396'(42.7 FT) SOUTH-SOUTHWEST FROM THE SOUTHWESTERN ONE OF THREE RUNWAY
 MA2396'END LIGHTS.
 MA2396'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2042 ***********************************************************************
 MA2042  DESIGNATION -  CORS
 MA2042  PID         -  MA2042
 MA2042  STATE/COUNTY-  PA/VENANGO
 MA2042  USGS QUAD   -  EAU CLAIRE (1979)
 MA2042
 MA2042                         *CURRENT SURVEY CONTROL
 MA2042  ___________________________________________________________________
 MA2042* NAD 83(1992)-  41 10 59.74885(N)    079 46 46.37903(W)     ADJUSTED  
 MA2042* NAVD 88     -       405.2    (meters)    1329.     (feet)  VERTCON   
 MA2042  ___________________________________________________________________
 MA2042  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 MA2042  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MA2042
 MA2042  HORZ ORDER  -  SECOND
 MA2042
 MA2042.The horizontal coordinates were established by classical geodetic methods
 MA2042.and adjusted by the National Geodetic Survey in June 2002..
 MA2042
 MA2042.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2042
 MA2042.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2042
 MA2042.The geoid height was determined by GEOID03.
 MA2042
 MA2042;                    North         East     Units Scale Factor Converg.
 MA2042;SPC PA N     -   114,891.654   429,738.819   MT  0.99996515   -1 20 33.5
 MA2042;SPC PA N     -   376,940.37  1,409,901.44   sFT  0.99996515   -1 20 33.5
 MA2042;SPC PA S     -   207,373.933   429,725.270   MT  1.00004123   -1 19 00.3
 MA2042;SPC PA S     -   680,359.31  1,409,856.99   sFT  1.00004123   -1 19 00.3
 MA2042;UTM  17      - 4,559,819.275   602,357.954   MT  0.99972894   +0 48 13.3
 MA2042
 MA2042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2042!SPC PA N     -   0.99994168  x   0.99996515  =   0.99990683
 MA2042!SPC PA S     -   0.99994168  x   1.00004123  =   0.99998291
 MA2042!UTM  17      -   0.99994168  x   0.99972894  =   0.99967063
 MA2042
 MA2042|---------------------------------------------------------------------|
 MA2042| PID    Reference Object                     Distance      Geod. Az  |
 MA2042|                                                           dddmmss.s |
 MA2042| CX4343 CORS RM 1                            38.603 METERS 17531     |
 MA2042| CX4344 CORS RM 2                            48.716 METERS 28132     |
 MA2042| MA1336 DOWN                                APPROX. 2.8 KM 3153629.7 |
 MA2042|---------------------------------------------------------------------|
 MA2042
 MA2042                          SUPERSEDED SURVEY CONTROL
 MA2042
 MA2042  NAD 83(1995)-  41 10 59.75195(N)    079 46 46.38119(W) AD(       ) 2
 MA2042  NAD 83(1986)-  41 10 59.75216(N)    079 46 46.38202(W) AD(       ) 2
 MA2042  NAD 27      -  41 10 59.53210(N)    079 46 47.20060(W) AD(       ) 2
 MA2042  NGVD 29 (07/19/86)  405.4    (m)         1330.     (f) VERT ANG       
 MA2042
 MA2042.Superseded values are not recommended for survey control.
 MA2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2042.See file dsdata.txt to determine how the superseded data were derived.
 MA2042
 MA2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF0235859819(NAD 83)
 MA2042_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2042
 MA2042  HISTORY     - Date     Condition        Report By
 MA2042  HISTORY     - 1958     MONUMENTED       CGS
 MA2042
 MA2042                          STATION DESCRIPTION
 MA2042
 MA2042'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 MA2042'THE STATION IS LOCATED ABOUT 5.0 MILES EAST-SOUTHEAST OF
 MA2042'CLINTONVILLE, 3.5 MILES WEST OF EMLENTON, 0.8 MILE NORTH OF
 MA2042'VENANGO-BUTLER COUNTY LINE, AND ABOUT 0.4 MILE SOUTH OF STATE HIGHWAY
 MA2042'NUMBER 208.  THE STATION LIES 95 FEET NORTH OF A CHERRY TREE LINE,
 MA2042'77 FEET NORTH OF THE CENTER OF A TRACK ROAD, 64 FEET NORTH OF A
 MA2042'TELEPHONE POLE, NUMBER P T 69, AND 60 FEET WEST OF A POWERLINE.
 MA2042'
 MA2042'TO REACH FROM THE POST OFFICE AT THE JUNCTION OF STATE HIGHWAYS
 MA2042'NUMBERED 302 AND 208 IN CLINTONVILLE, GO EAST ON STATE HIGHWAY
 MA2042'NUMBER 208 FOR 1.6 MILES TO A CEMETARY ON LEFT AT TOP OF A HILL,
 MA2042'CONTINUE EAST ON HIGHWAY FOR 3.25 MILES TO A CONCRETE BRIDGE OVER
 MA2042'THE LITTLE SCRUBGRASS CREEK, CONTINUE EAST ON HIGHWAY FOR 0.7 MILE TO
 MA2042'A CROSSROAD AT A SMALL HOUSE ON THE LEFT, TURN RIGHT AND GO SOUTH ON
 MA2042'A BLACK-TOPPED ROAD FOR 0.5 MILE TO A CROSSROAD, TURN RIGHT AND GO
 MA2042'NORTHWEST ON A GRAVELED ROAD FOR 0.7 MILE TO A TELEPHONE POLE ON
 MA2042'RIGHT AND THE STATION ON RIGHT IN A MEADOW.
 MA2042'
 MA2042'THE STATION, A STANDARD DISK STAMPED CORS 1958, IS SET IN A SQUARE
 MA2042'CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF THE GROUND.
 MA2042'
 MA2042'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED CORS NO 1 1958 IS
 MA2042'SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE
 MA2042'GROUND.  IT IS LOCATED 86 FEET SOUTHEAST OF A TELEPHONE POLE NUMBER P
 MA2042'T 69, 77 FEET SOUTHWEST OF A TELEPHONE POLE NUMBER P T 68, 30
 MA2042'FEET WEST OF THE FIRST TREE OF A CHERRY TREE ROW, 18 FEET SOUTH OF
 MA2042'THE CENTER OF A TRACK ROAD AND 2 FEET EAST OF A POWERLINE POLE
 MA2042'NUMBER 404.
 MA2042'
 MA2042'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED CORS NO 2 1958 IS
 MA2042'SET IN A 12 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 MA2042'SURFACE OF THE GROUND.  IT IS LOCATED 55 FEET NORTHWEST OF THE FIFTH
 MA2042'AND LAST CHERRY TREE OF TREE ROW, 14 FEET NORTH OF CENTER OF TRACK
 MA2042'ROAD, AND 4 FEET NORTH OF TELEPHONE POLE NUMBER 70.
 MA2042'
 MA2042'THE DISTANCE FROM R.M. 1 TO R.M. 2 IS 229 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1929 ***********************************************************************
 MA1929  DESIGNATION -  CORSICA
 MA1929  PID         -  MA1929
 MA1929  STATE/COUNTY-  PA/JEFFERSON
 MA1929  USGS QUAD   -  CORSICA (1987)
 MA1929
 MA1929                         *CURRENT SURVEY CONTROL
 MA1929  ___________________________________________________________________
 MA1929* NAD 83(1992)-  41 10 51.76669(N)    079 11 27.09280(W)     ADJUSTED  
 MA1929* NAVD 88     -       529.1    (meters)    1736.     (feet)  VERTCON   
 MA1929  ___________________________________________________________________
 MA1929  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 MA1929  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 MA1929
 MA1929  HORZ ORDER  -  SECOND
 MA1929
 MA1929.The horizontal coordinates were established by classical geodetic methods
 MA1929.and adjusted by the National Geodetic Survey in June 2002..
 MA1929
 MA1929.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA1929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA1929
 MA1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1929
 MA1929.The geoid height was determined by GEOID03.
 MA1929
 MA1929;                    North         East     Units Scale Factor Converg.
 MA1929;SPC PA N     -   113,655.996   479,115.145   MT  0.99996531   -0 57 11.5
 MA1929;SPC PA N     -   372,886.38  1,571,896.94   sFT  0.99996531   -0 57 11.5
 MA1929;SPC PA S     -   206,157.244   479,105.814   MT  1.00004074   -0 56 05.4
 MA1929;SPC PA S     -   676,367.56  1,571,866.32   sFT  1.00004074   -0 56 05.4
 MA1929;UTM  17      - 4,560,432.875   651,737.824   MT  0.99988337   +1 11 29.2
 MA1929
 MA1929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1929!SPC PA N     -   0.99992212  x   0.99996531  =   0.99988743
 MA1929!SPC PA S     -   0.99992212  x   1.00004074  =   0.99996286
 MA1929!UTM  17      -   0.99992212  x   0.99988337  =   0.99980550
 MA1929
 MA1929|---------------------------------------------------------------------|
 MA1929| PID    Reference Object                     Distance      Geod. Az  |
 MA1929|                                                           dddmmss.s |
 MA1929| CX4345 CORSICA RM 1                         11.486 METERS 03320     |
 MA1929| CX4346 CORSICA RM 2                         11.398 METERS 14449     |
 MA1929| MA1062 ALLEN                               APPROX. 3.5 KM 2721005.7 |
 MA1929|---------------------------------------------------------------------|
 MA1929
 MA1929                          SUPERSEDED SURVEY CONTROL
 MA1929
 MA1929  NAD 83(1986)-  41 10 51.76837(N)    079 11 27.09559(W) AD(       ) 2
 MA1929  NAD 27      -  41 10 51.53520(N)    079 11 27.95290(W) AD(       ) 2
 MA1929  NGVD 29 (07/19/86)  529.3    (m)         1737.     (f) VERT ANG       
 MA1929
 MA1929.Superseded values are not recommended for survey control.
 MA1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1929.See file dsdata.txt to determine how the superseded data were derived.
 MA1929
 MA1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF5173860433(NAD 83)
 MA1929_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1929
 MA1929  HISTORY     - Date     Condition        Report By
 MA1929  HISTORY     - 1958     MONUMENTED       CGS
 MA1929
 MA1929                          STATION DESCRIPTION
 MA1929
 MA1929'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 MA1929'THE STATION IS LOCATED ON THE EAST END OF A GRASSY HILL, ABOUT 5
 MA1929'MILES SOUTH-SOUTHWEST OF BROOKVILLE, ABOUT 0.6 MILE EAST OF
 MA1929'CORSICA AND ABOUT 0.25 MILE NORTH OF U.S. HIGHWAY 322.  IT IS ABOUT
 MA1929'25 YARDS TO THE EAST OF THE HIGHEST POINT OF THE HILL, 18 FEET
 MA1929'SOUTH OF A 18-INCH WILD-CHERRY TREE AND 4 FEET SOUTH OF A WHITE
 MA1929'WITNESS POST.
 MA1929'
 MA1929'TO REACH THE STATION FROM THE POST OFFICE IN CORSICA, GO EAST ON U.S.
 MA1929'HIGHWAY 322 FOR 0.62 MILE TO A SIDE ROAD ON THE RIGHT, SOUTH, SIDE
 MA1929'OF THE HIGHWAY AND A DIM TRACK ROAD ON THE LEFT, NORTH, SIDE OF THE
 MA1929'HIGHWAY AND A LARGE DU BOIS BEER SIGN ON THE RIGHT.  TURN LEFT AND
 MA1929'GO NORTH ON THE TRACK ROAD UPHILL KEEPING TO THE EAST EDGE OF THE
 MA1929'MEADOW FOR 0.21 MILE TO THE TOP OF THE HILL AND THE STATION AS
 MA1929'DESCRIBED.
 MA1929'
 MA1929'THE STATION MARK, A STANDARD DISK STAMPED CORSICA 1958, SET IN THE
 MA1929'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF
 MA1929'THE GROUND.
 MA1929'
 MA1929'REFERENCE MARK NO 1, A STANDARD DISK STAMPED CORSICA NO 1 1958, IS
 MA1929'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 MA1929'THE SURFACE OF THE GROUND.
 MA1929'
 MA1929'REFERENCE MARK NO 2, A STANDARD DISK STAMPED CORSICA NO 2 1958, IS
 MA1929'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 MA1929'3 INCHES ABOVE THE SURFACE OF THE GROUND.
 MA1929'
 MA1929'NOTE- NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.  STATION
 MA1929'ALLEN MAY BE USED AS AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1860 ***********************************************************************
 LZ1860  DESIGNATION -  CORSON
 LZ1860  PID         -  LZ1860
 LZ1860  STATE/COUNTY-  PA/BRADFORD
 LZ1860  USGS QUAD   -  DUSHORE (1983)
 LZ1860
 LZ1860                         *CURRENT SURVEY CONTROL
 LZ1860  ___________________________________________________________________
 LZ1860* NAD 83(1992)-  41 36 53.28918(N)    076 29 57.08232(W)     ADJUSTED  
 LZ1860* NAVD 88     -       701.1    (meters)    2300.     (feet)  VERTCON   
 LZ1860  ___________________________________________________________________
 LZ1860  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 LZ1860  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 LZ1860
 LZ1860  HORZ ORDER  -  FIRST
 LZ1860
 LZ1860.The horizontal coordinates were established by classical geodetic methods
 LZ1860.and adjusted by the National Geodetic Survey in June 2002..
 LZ1860
 LZ1860.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1860
 LZ1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1860
 LZ1860.The geoid height was determined by GEOID03.
 LZ1860
 LZ1860;                    North         East     Units Scale Factor Converg.
 LZ1860;SPC PA N     -   161,574.910   704,245.724   MT  0.99996276   +0 49 38.9
 LZ1860;SPC PA N     -   530,100.35  2,310,512.85   sFT  0.99996276   +0 49 38.9
 LZ1860;UTM  18      - 4,608,095.032   375,093.009   MT  0.99979200   -0 59 44.8
 LZ1860
 LZ1860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1860!SPC PA N     -   0.99989510  x   0.99996276  =   0.99985786
 LZ1860!UTM  18      -   0.99989510  x   0.99979200  =   0.99968712
 LZ1860
 LZ1860:                Primary Azimuth Mark                     Grid Az
 LZ1860:SPC PA N     -  NORTH MOUNTAIN FIRE TOWER 2              187 12 32.2
 LZ1860:UTM  18      -  NORTH MOUNTAIN FIRE TOWER 2              189 01 55.9
 LZ1860
 LZ1860|---------------------------------------------------------------------|
 LZ1860| PID    Reference Object                     Distance      Geod. Az  |
 LZ1860|                                                           dddmmss.s |
 LZ1860| LZ1927 NORTH MOUNTAIN FIRE TOWER 2         APPROX.33.1 KM 1880211.1 |
 LZ1860| LZ1923 EAGLES MERE ATT MICROWAVE TWR       APPROX.23.5 KM 1892123.6 |
 LZ1860| LZ1921 EAGLES MERE MUN STANDPIPE           APPROX.23.1 KM 1953357.2 |
 LZ1860| LZ2017 FIRE TOWER 1 SE OF LEROY            APPROX. 8.9 KM 2532239.6 |
 LZ1860| CB3889 CORSON AZ MK                                       2585942.2 |
 LZ1860| CB3890 CORSON RM 1                          42.035 METERS 26641     |
 LZ1860| CB3891 CORSON RM 2                          60.140 METERS 33111     |
 LZ1860|---------------------------------------------------------------------|
 LZ1860
 LZ1860                          SUPERSEDED SURVEY CONTROL
 LZ1860
 LZ1860  NAD 83(1996)-  41 36 53.28821(N)    076 29 57.08134(W) AD(       ) 1
 LZ1860  NAD 83(1986)-  41 36 53.28924(N)    076 29 57.08061(W) AD(       ) 1
 LZ1860  NAD 27      -  41 36 53.01987(N)    076 29 58.28534(W) AD(       ) 1
 LZ1860  NGVD 29 (07/19/86)  701.3    (m)         2301.     (f) VERT ANG       
 LZ1860
 LZ1860.Superseded values are not recommended for survey control.
 LZ1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1860.See file dsdata.txt to determine how the superseded data were derived.
 LZ1860
 LZ1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM7509308095(NAD 83)
 LZ1860_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1860
 LZ1860  HISTORY     - Date     Condition        Report By
 LZ1860  HISTORY     - 1929     MONUMENTED       CGS
 LZ1860  HISTORY     - 1930     SEE DESCRIPTION  CGS
 LZ1860  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LZ1860  HISTORY     - 1968     SEE DESCRIPTION  USGS
 LZ1860  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LZ1860
 LZ1860                          STATION DESCRIPTION
 LZ1860
 LZ1860'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 LZ1860'STATION IS ABOUT 12 MILES S OF TOWANDA, 8 MILES S OF MONRETON AND 4
 LZ1860'MILES W OF NEW ALBANY, ON TOP OF THE HIGH RIDGE DIVIDING SOUTH
 LZ1860'FORK FROM SHRADER FORK.
 LZ1860'
 LZ1860'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 LZ1860'CONCRETE, AS DESCRIBED IN NOTES 1A AND 7A.
 LZ1860'
 LZ1860'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN BOULDERS, AS
 LZ1860'DESCRIBED IN NOTE 12C.  NO. 1 IS W OF STATION AND 7 METERS W
 LZ1860'OF OLD WOOD ROAD AND IS FLUSH WITH SURFACE OF THE GROUND.  NO. 2 IS
 LZ1860'NW OF THE STATION AND IS SET IN A LARGE BOULDER 2 FEET HIGH AND 5
 LZ1860'FEET ACROSS.
 LZ1860'
 LZ1860'REACHED FROM NEW ALBANY BY GOING N 0.4 MILE FROM POST OFFICE ON
 LZ1860'HIGHWAY 220, AND TURNING W UP DIRT ROAD AT 0.7 MILE, FROM THIS
 LZ1860'TURN KEEP LEFT FORK AT 0.9 MILE, TURN RIGHT.  KEEP LEFT FORK AT 1.5
 LZ1860'MILES AT 2.8 TURN LEFT NEAR FARMHOUSE, AT 3.8 BEAR TO RIGHT UPHILL
 LZ1860'AND CONTINUE TO 4.3 MILES AT TOP OF DIVIDE, HERE TWO OLD WOOD ROADS
 LZ1860'WILL BE FOUND LEADING TO THE RIGHT, KEEP THE LEFT HAND WOOD ROAD
 LZ1860'AND FOLLOW ABOUT 1/4 MILE TO FORK.  HERE TAKE THE RIGHT FORK AND
 LZ1860'CONTINUE FOR 85 PACES.  STATION IS 35 METERS TO THE LEFT OF THIS
 LZ1860'POINT AND IN A SMALL CLEARING.  THE MOUNTAIN IS FLAT ON TOP AND
 LZ1860'COVERED WITH A DENSE GROWTH OF HARDWOOD AND BRUSH NOW OVER 20 FEET
 LZ1860'HIGH.  TRUCK CAN BE DRIVEN TO STATION.
 LZ1860'
 LZ1860'HEIGHT OF SIGNAL ABOVE STATION MARK - 12 METERS.
 LZ1860
 LZ1860                          STATION RECOVERY (1930)
 LZ1860
 LZ1860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (RLP)
 LZ1860'RECOVERED AS DESCRIBED.  STATION AND REFERENCE MARKS IN GOOD
 LZ1860'CONDITION.
 LZ1860
 LZ1860                          STATION RECOVERY (1958)
 LZ1860
 LZ1860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ1860'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 LZ1860'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  AN AZIMUTH MARK
 LZ1860'WAS ESTABLISHED BY THIS PARTY.
 LZ1860'
 LZ1860'THE DIRECTIONS TO THE REFERENCE MARKS WERE VERIFIED BUT THE
 LZ1860'MEASUREMENTS TO BOTH REFERENCE MARKS WERE INCORRECT.
 LZ1860'REFERENCE MARK NO. 1 WAS FOUND TO BE 0.03 METERS SHORTER AND
 LZ1860'REFERENCE MARK NO. 2 WAS FOUND TO BE 0.06 METERS SHORTER
 LZ1860'THAN THE 1929 MEASUREMENTS.
 LZ1860'
 LZ1860'THE FOLLOWING IS A NEW TO REACH AND A DESCRIPTION FOR THE AZIMUTH
 LZ1860'MARK.
 LZ1860'
 LZ1860'TO REACH THE STATION FROM THE POST OFFICE IN NEW ALBANY, GO SOUTHERLY
 LZ1860'ON U.S. 220 FOR 0.15 MILE TO A SIDE ROAD RIGHT AT SIGN OVERTON 4,
 LZ1860'TURN RIGHT AND GO WESTERLY ON SURFACED ROAD FOR 3.2 MILES TO A DIRT
 LZ1860'SIDE ROAD ON THE RIGHT AT RED BARN WITH SIGN FOREST FIRE WARDEN
 LZ1860'HEADQUARTERS.  TURN SHARP RIGHT ON DIRT ROAD AND GO NORTHERLY FOR 0.8
 LZ1860'MILE TO A FORK, TAKE RIGHT FORK AND GO 1.0 MILE TO A FORK,
 LZ1860'TAKE LEFT FORK FOR 0.55 MILE TO A TRACK ROAD RIGHT AND A 4-INCH OAK
 LZ1860'TREE WITH A TRIANGLE BLAZE ON THE RIGHT, (CONTINUE STRAIGHT AHEAD
 LZ1860'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT), TURN RIGHT,
 LZ1860'KEEPING LEFT HAND ONE OF TWO ROADS, AND GO 0.25 MILE TO A FORK, KEEP
 LZ1860'RIGHT FORK FOR 0.05 MILE TO A 4-INCH OAK TREE ON THE LEFT AND THE
 LZ1860'STATION 112 FEET NORTH-NORTHWEST OF THE CENTER OF THE TRACK ROAD.
 LZ1860'
 LZ1860'AZIMUTH MARK, A STANDARD DISK STAMPED CORSON 1929, IS SET IN A SQUARE
 LZ1860'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS IN A SMALL CLEARING
 LZ1860'87 FEET EAST-SOUTHEAST OF THE CENTER OF THE DIRT ROAD AND 12 FEET
 LZ1860'SOUTHEAST OF THE SOUTH EDGE OF OLD ROCK FOUNDATION.  A STANDARD
 LZ1860'WITNESS POST WAS SET 1.5 FEET WEST OF THE MARK. (NOTE- 16A)
 LZ1860
 LZ1860                          STATION RECOVERY (1968)
 LZ1860
 LZ1860'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (AIM)
 LZ1860'ALL MARKS FOUND AS DESCRIBED.
 LZ1860'
 LZ1860'HEIGHT OF LIGHT ABOVE STATION MARK- 63.6 FEET.
 LZ1860
 LZ1860                          STATION RECOVERY (1969)
 LZ1860
 LZ1860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LZ1860'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 LZ1860'MARK WERE RECOVERED AS DESCRIBED IN 1958 AND IN GOOD
 LZ1860'CONDITION.  THE DIRECTION TO THE AZIMUTH MARK WAS NOT OBSERVED AT
 LZ1860'THIS TIME AS IT WOULD TAKE AT LEAST A 77 FOOT TOWER AT THE
 LZ1860'STATION TO SEE IT.
 LZ1860'
 LZ1860'NOTE- NO SUITABLE LOCATION FOR AZIMUTH MARK NO. 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0089 ***********************************************************************
 MA0089  DESIGNATION -  COUDERSPORT
 MA0089  PID         -  MA0089
 MA0089  STATE/COUNTY-  PA/POTTER
 MA0089  USGS QUAD   -  COUDERSPORT (1983)
 MA0089
 MA0089                         *CURRENT SURVEY CONTROL
 MA0089  ___________________________________________________________________
 MA0089* NAD 83(1986)-  41 46 29.     (N)    078 01 15.     (W)     SCALED    
 MA0089* NAVD 88     -       504.278  (meters)    1654.45   (feet)  ADJUSTED  
 MA0089  ___________________________________________________________________
 MA0089  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 MA0089  DYNAMIC HT  -         504.068 (meters)    1653.76  (feet)  COMP
 MA0089  MODELED GRAV-     980,190.5   (mgal)                       NAVD 88
 MA0089
 MA0089  VERT ORDER  -  SECOND    CLASS 0
 MA0089
 MA0089.The horizontal coordinates were scaled from a topographic map and have
 MA0089.an estimated accuracy of +/- 6 seconds.
 MA0089
 MA0089.The orthometric height was determined by differential leveling
 MA0089.and adjusted by the National Geodetic Survey in June 1991..
 MA0089
 MA0089.The geoid height was determined by GEOID03.
 MA0089
 MA0089.The dynamic height is computed by dividing the NAVD 88
 MA0089.geopotential number by the normal gravity value computed on the
 MA0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0089.degrees latitude (g = 980.6199 gals.).
 MA0089
 MA0089.The modeled gravity was interpolated from observed gravity values.
 MA0089
 MA0089;                    North         East    Units  Estimated Accuracy
 MA0089;SPC PA N     -   178,620.      577,480.      MT  (+/- 180 meters Scaled)
 MA0089
 MA0089                          SUPERSEDED SURVEY CONTROL
 MA0089
 MA0089  NGVD 29 (??/??/92)  504.416  (m)         1654.90   (f) ADJ UNCH    2 0
 MA0089
 MA0089.Superseded values are not recommended for survey control.
 MA0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0089.See file dsdata.txt to determine how the superseded data were derived.
 MA0089
 MA0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG476290(NAD 83)
 MA0089_MARKER: DB = BENCH MARK DISK
 MA0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0089_SP_SET: STONE MEMORIAL
 MA0089_STAMPING: COUDERSPORT 1934
 MA0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MA0089+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2002
 MA0089
 MA0089  HISTORY     - Date     Condition        Report By
 MA0089  HISTORY     - 1934     MONUMENTED       CGS
 MA0089  HISTORY     - 1968     GOOD             NGS
 MA0089  HISTORY     - 19981123 GOOD             NGS
 MA0089  HISTORY     - 20020513 GOOD             INDIV
 MA0089
 MA0089                          STATION DESCRIPTION
 MA0089
 MA0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MA0089'AT COUDERSPORT.
 MA0089'AT COUDERSPORT, POTTER COUNTY, AT THE INTERSECTION OF NORTH
 MA0089'MAIN AND EAST SECOND STREETS (U.S. HIGHWAY 6), IN THE CORNER OF
 MA0089'THE COURTHOUSE LAWN NEAR THE STREET INTERSECTION, AND IN THE FACE
 MA0089'OF THE STONE MEMORIAL TO DAVID ZEISBERGER.  A STANDARD DISK,
 MA0089'STAMPED COUDERSPORT 1934 AND SET VERTICALLY.
 MA0089
 MA0089                          STATION RECOVERY (1998)
 MA0089
 MA0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DW)
 MA0089'E. 2ND ST. IS ALSO PA 44.
 MA0089
 MA0089                          STATION RECOVERY (2002)
 MA0089
 MA0089'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (TBS)
 MA0089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2384 ***********************************************************************
 MA2384  DESIGNATION -  COUDERSPORT
 MA2384  PID         -  MA2384
 MA2384  STATE/COUNTY-  PA/POTTER
 MA2384  USGS QUAD   -  COUDERSPORT (1983)
 MA2384
 MA2384                         *CURRENT SURVEY CONTROL
 MA2384  ___________________________________________________________________
 MA2384* NAD 83(1992)-  41 45 09.27356(N)    078 00 06.07501(W)     ADJUSTED  
 MA2384* NAVD 88     -       749.5    (meters)    2459.     (feet)  VERTCON   
 MA2384  ___________________________________________________________________
 MA2384  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 MA2384  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 MA2384
 MA2384  HORZ ORDER  -  SECOND
 MA2384
 MA2384.The horizontal coordinates were established by classical geodetic methods
 MA2384.and adjusted by the National Geodetic Survey in June 2002..
 MA2384
 MA2384.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2384
 MA2384.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2384
 MA2384.The geoid height was determined by GEOID03.
 MA2384
 MA2384;                    North         East     Units Scale Factor Converg.
 MA2384;SPC PA N     -   176,154.169   579,067.490   MT  0.99997392   -0 09 59.4
 MA2384;SPC PA N     -   577,932.47  1,899,823.92   sFT  0.99997392   -0 09 59.4
 MA2384;UTM  17      - 4,626,651.233   749,285.771   MT  1.00036478   +1 59 51.5
 MA2384;UTM  18      - 4,626,661.027   250,433.595   MT  1.00036651   -1 59 59.6
 MA2384
 MA2384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2384!SPC PA N     -   0.99988741  x   0.99997392  =   0.99986133
 MA2384!UTM  17      -   0.99988741  x   1.00036478  =   1.00025215
 MA2384!UTM  18      -   0.99988741  x   1.00036651  =   1.00025388
 MA2384
 MA2384|---------------------------------------------------------------------|
 MA2384| PID    Reference Object                     Distance      Geod. Az  |
 MA2384|                                                           dddmmss.s |
 MA2384| MA2174 COUDERSPORT RAD STA WFRM MAST        84.366 METERS 03227     |
 MA2384| CK6882 COUDERSPORT RM 1                     23.118 METERS 13129     |
 MA2384| CK6883 COUDERSPORT RM 2                     24.509 METERS 22841     |
 MA2384| MA2180 MINA                                APPROX. 6.5 KM 2665617.6 |
 MA2384| CK6881 COUDERSPORT AZ MK                                  3015618.6 |
 MA2384|---------------------------------------------------------------------|
 MA2384
 MA2384                          SUPERSEDED SURVEY CONTROL
 MA2384
 MA2384  NAD 83(1996)-  41 45 09.27337(N)    078 00 06.07634(W) AD(       ) 2
 MA2384  NAD 83(1986)-  41 45 09.27490(N)    078 00 06.07105(W) AD(       ) 2
 MA2384  NAD 27      -  41 45 09.03856(N)    078 00 07.05571(W) AD(       ) 2
 MA2384  NGVD 29 (07/19/86)  749.6    (m)         2459.     (f) VERT ANG       
 MA2384
 MA2384.Superseded values are not recommended for survey control.
 MA2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2384.See file dsdata.txt to determine how the superseded data were derived.
 MA2384
 MA2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG4928626651(NAD 83)
 MA2384_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2384
 MA2384  HISTORY     - Date     Condition        Report By
 MA2384  HISTORY     - 1968     MONUMENTED       CGS
 MA2384  HISTORY     - 20041220 GOOD             USPSQD
 MA2384
 MA2384                          STATION DESCRIPTION
 MA2384
 MA2384'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA2384'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTH-SOUTHEAST OF COUDERSPORT
 MA2384'AND 276.79 FEET SOUTHWEST OF THE COUDERSPORT RADIO STATION WFRM MAST.
 MA2384'THE PROPERTY IS OWNED BY THE RADIO STATION.
 MA2384'
 MA2384'TO REACH THE STATION FROM THE POST OFFICE IN COUDERSPORT, GO SOUTH ON
 MA2384'MAIN STREET FOR 0.45 MILE TO CHESTNUT STREET, TURN LEFT ON CHESTNUT
 MA2384'STREET AND GO EAST FOR 0.15 MILE TO A T-ROAD, TURN RIGHT AND GO SOUTH
 MA2384'ON THE PAVED ROAD FOR 1.55 MILES TO THE AZIMUTH MARK ON THE LEFT BY
 MA2384'A POWERLINE POLE, CONTINUE SOUTH ON THE PAVED ROAD FOR 0.1 MILE TO A
 MA2384'SIDE ROAD ON THE LEFT, TURN LEFT AND GO EAST ON THE GRAVELED ROAD FOR
 MA2384'0.05 MILE TO THE STATION ON THE LEFT.
 MA2384'
 MA2384'THE STATION MARK IS 66 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 MA2384'GRAVELED ROAD, 65 FEET WEST OF THE APPROXIMATE CENTER OF THE
 MA2384'TRACK ROAD LEADING TO THE MAST, 57 FEET NORTH OF A WIRE FENCE AND 4.0
 MA2384'FEET SOUTH OF A METAL WITNESS POST.  THE MARK IS A STANDARD DISK SET
 MA2384'IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 1 INCH AND IS STAMPED
 MA2384'COUDERSPORT 1968.
 MA2384'
 MA2384'REFERENCE MARK NO. 1 IS 15 FEET EAST OF THE APPROXIMATE CENTER OF THE
 MA2384'TRACK ROAD, 9 FEET NORTH OF THE APPROXIMATE CENTER OF THE GRAVELED
 MA2384'ROAD AND 2 FEET EAST-NORTHEAST OF A GATE POST.  THE MARK IS A
 MA2384'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 2
 MA2384'INCHES AND IS STAMPED COUDERSPORT NO 1 1968.
 MA2384'
 MA2384'REFERENCE MARK NO. 2 IS 82.8 FEET SOUTHWEST OF THE WITNESS POST, 10
 MA2384'FEET NORTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD
 MA2384'AND 1 FOOT NORTH OF THE WIRE FENCE.  THE MARK IS A STANDARD DISK SET
 MA2384'IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES AND IS
 MA2384'STAMPED COUDERSPORT NO 2 1968.
 MA2384'
 MA2384'THE AZIMUTH MARK IS 23 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 MA2384'THE PAVED ROAD, 3 FEET EAST-NORTHEAST OF POWERLINE POLE NO. 87 63
 MA2384'AND 1.8 FEET NORTHWEST OF A METAL WITNESS POST.  THE MARK IS A
 MA2384'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH
 MA2384'WITH THE GROUND AND IS STAMPED COUDERSPORT 1968.
 MA2384'
 MA2384'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 MA2384
 MA2384                          STATION RECOVERY (2004)
 MA2384
 MA2384'RECOVERY NOTE BY US POWER SQUADRON 2004
 MA2384'REFERENCE MARK 1 NOT FOUND
 MA2384'REFERENCE MARK 2 AND AZIMUTH MARK FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3779 ***********************************************************************
 DH3779  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3779  DESIGNATION -  COUDERSPORT CORS ARP
 DH3779  CORS_ID     -  PACP
 DH3779  PID         -  DH3779
 DH3779  STATE/COUNTY-  PA/POTTER
 DH3779  USGS QUAD   -  COUDERSPORT (1983)
 DH3779
 DH3779                         *CURRENT SURVEY CONTROL
 DH3779  ___________________________________________________________________
 DH3779* NAD 83(CORS)-  41 45 51.73639(N)    078 01 24.91214(W)     ADJUSTED  
 DH3779* NAVD 88     -                                                        
 DH3779  ___________________________________________________________________
 DH3779  EPOCH DATE  -        2002.00
 DH3779  X           -     988,745.815 (meters)                     COMP
 DH3779  Y           -  -4,661,117.716 (meters)                     COMP
 DH3779  Z           -   4,226,442.119 (meters)                     COMP
 DH3779  ELLIP HEIGHT-         485.64  (meters)          (06/??/05) GPS OBS
 DH3779  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 DH3779
 DH3779  HORZ ORDER  -  SPECIAL (CORS)
 DH3779  ELLP ORDER  -  SPECIAL (CORS)
 DH3779
 DH3779.ITRF positions are available for this station.
 DH3779.The coordinates were established by GPS observations
 DH3779.and adjusted by the National Geodetic Survey in June 2005..
 DH3779.The coordinates are valid at the epoch date displayed above.
 DH3779.The epoch date for horizontal control is a decimal equivalence
 DH3779.of Year/Month/Day.
 DH3779
 DH3779
 DH3779.The PID for the CORS L1 Phase Center is DH3780.
 DH3779
 DH3779.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3779
 DH3779.The ellipsoidal height was determined by GPS observations
 DH3779.and is referenced to NAD 83.
 DH3779
 DH3779.The geoid height was determined by GEOID03.
 DH3779
 DH3779;                    North         East     Units Scale Factor Converg.
 DH3779;SPC PA N     -   177,469.732   577,250.307   MT  0.99997514   -0 10 51.6
 DH3779;SPC PA N     -   582,248.61  1,893,862.05   sFT  0.99997514   -0 10 51.6
 DH3779
 DH3779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3779!SPC PA N     -   0.99992384  x   0.99997514  =   0.99989898
 DH3779
 DH3779                          SUPERSEDED SURVEY CONTROL
 DH3779
 DH3779.No superseded survey control is available for this station.
 DH3779
 DH3779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG4741927898(NAD 83)
 DH3779_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3779
 DH3779                          STATION DESCRIPTION
 DH3779
 DH3779'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3779'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3779'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3779'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3779'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3779'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3780 ***********************************************************************
 DH3780  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3780  DESIGNATION -  COUDERSPORT CORS L1 PHASE CENTER
 DH3780  CORS_ID     -  PACP
 DH3780  PID         -  DH3780
 DH3780  STATE/COUNTY-  PA/POTTER
 DH3780  USGS QUAD   -  COUDERSPORT (1983)
 DH3780
 DH3780                         *CURRENT SURVEY CONTROL
 DH3780  ___________________________________________________________________
 DH3780* NAD 83(CORS)-  41 45 51.73640(N)    078 01 24.91212(W)     ADJUSTED  
 DH3780* NAVD 88     -                                                        
 DH3780  ___________________________________________________________________
 DH3780  EPOCH DATE  -        2002.00
 DH3780  X           -     988,745.827 (meters)                     COMP
 DH3780  Y           -  -4,661,117.766 (meters)                     COMP
 DH3780  Z           -   4,226,442.166 (meters)                     COMP
 DH3780  ELLIP HEIGHT-         485.71  (meters)          (06/??/05) GPS OBS
 DH3780  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 DH3780
 DH3780  HORZ ORDER  -  SPECIAL (CORS)
 DH3780  ELLP ORDER  -  SPECIAL (CORS)
 DH3780
 DH3780.ITRF positions are available for this station.
 DH3780.The coordinates were established by GPS observations
 DH3780.and adjusted by the National Geodetic Survey in June 2005..
 DH3780.The coordinates are valid at the epoch date displayed above.
 DH3780.The epoch date for horizontal control is a decimal equivalence
 DH3780.of Year/Month/Day.
 DH3780
 DH3780
 DH3780.The PID for the CORS ARP is DH3779.
 DH3780
 DH3780.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3780
 DH3780.The ellipsoidal height was determined by GPS observations
 DH3780.and is referenced to NAD 83.
 DH3780
 DH3780.The geoid height was determined by GEOID03.
 DH3780
 DH3780;                    North         East     Units Scale Factor Converg.
 DH3780;SPC PA N     -   177,469.732   577,250.308   MT  0.99997514   -0 10 51.6
 DH3780;SPC PA N     -   582,248.61  1,893,862.05   sFT  0.99997514   -0 10 51.6
 DH3780
 DH3780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3780!SPC PA N     -   0.99992382  x   0.99997514  =   0.99989897
 DH3780
 DH3780                          SUPERSEDED SURVEY CONTROL
 DH3780
 DH3780.No superseded survey control is available for this station.
 DH3780
 DH3780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG4741927898(NAD 83)
 DH3780_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3780
 DH3780                          STATION DESCRIPTION
 DH3780
 DH3780'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3780'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3780'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3780'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3780'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3780'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2174 ***********************************************************************
 MA2174  DESIGNATION -  COUDERSPORT RAD STA WFRM MAST
 MA2174  PID         -  MA2174
 MA2174  STATE/COUNTY-  PA/POTTER
 MA2174  USGS QUAD   -  COUDERSPORT (1983)
 MA2174
 MA2174                         *CURRENT SURVEY CONTROL
 MA2174  ___________________________________________________________________
 MA2174* NAD 83(1992)-  41 45 11.58098(N)    078 00 04.11538(W)     ADJUSTED  
 MA2174* NAVD 88     -                                                        
 MA2174  ___________________________________________________________________
 MA2174  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 MA2174  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 MA2174
 MA2174  HORZ ORDER  -  THIRD
 MA2174
 MA2174.The horizontal coordinates were established by classical geodetic methods
 MA2174.and adjusted by the National Geodetic Survey in June 2002..
 MA2174
 MA2174
 MA2174.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2174
 MA2174.The geoid height was determined by GEOID03.
 MA2174
 MA2174;                    North         East     Units Scale Factor Converg.
 MA2174;SPC PA N     -   176,225.225   579,112.969   MT  0.99997398   -0 09 58.1
 MA2174;SPC PA N     -   578,165.59  1,899,973.13   sFT  0.99997398   -0 09 58.1
 MA2174;UTM  17      - 4,626,723.984   749,328.551   MT  1.00036505   +1 59 52.9
 MA2174;UTM  18      - 4,626,730.619   250,481.342   MT  1.00036621   -1 59 58.4
 MA2174
 MA2174                          SUPERSEDED SURVEY CONTROL
 MA2174
 MA2174  NAD 83(1996)-  41 45 11.58081(N)    078 00 04.11680(W) AD(       ) 4
 MA2174  NAD 83(1986)-  41 45 11.58266(N)    078 00 04.11225(W) AD(       ) 4
 MA2174  NAD 27      -  41 45 11.34582(N)    078 00 05.09581(W) AD(       ) 3
 MA2174
 MA2174.Superseded values are not recommended for survey control.
 MA2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2174.See file dsdata.txt to determine how the superseded data were derived.
 MA2174
 MA2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG4932926724(NAD 83)
 MA2174
 MA2174  HISTORY     - Date     Condition        Report By
 MA2174  HISTORY     - 1967     MONUMENTED       CGS
 MA2174  HISTORY     - 1968     SEE DESCRIPTION  CGS
 MA2174
 MA2174                          STATION DESCRIPTION
 MA2174
 MA2174'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MA2174'THE STATION IS LOCATED 2 MILES SOUTHEAST OF COUDERSPORT, ON A HIGH
 MA2174'BARE HILL, ALONG THE INEZ-COUDERSPORT ROAD.  IT IS CONSTRUCTED OF
 MA2174'STRUCTURAL STEEL, A SINGLE COLUMN WITH THREE GUYED LEGS, PAINTED
 MA2174'ALTERNATE ORANGE AND WHITE.  IT IS 270 FEET HIGH WITH A FLASHING
 MA2174'LIGHT AT THE APEX.  THE INTERSECTION POINT IS THE LIGHT.
 MA2174
 MA2174                          STATION RECOVERY (1968)
 MA2174
 MA2174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA2174'STATION RECOVERED AS DESCRIBED BY J.L. COOK IN 1967.  A TRAVERSE
 MA2174'CONNECTION WAS MADE TO TRAVERSE STATION COUDERSPORT 1968,
 MA2174'DISTANCE BEING 276.79 FT. OR 84.365 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2175 ***********************************************************************
 MA2175  DESIGNATION -  COUDERSPORT TENN GAS CO MAST
 MA2175  PID         -  MA2175
 MA2175  STATE/COUNTY-  PA/POTTER
 MA2175  USGS QUAD   -  COUDERSPORT (1983)
 MA2175
 MA2175                         *CURRENT SURVEY CONTROL
 MA2175  ___________________________________________________________________
 MA2175* NAD 83(1992)-  41 51 08.62360(N)    078 00 09.75005(W)     ADJUSTED  
 MA2175* NAVD 88     -                                                        
 MA2175  ___________________________________________________________________
 MA2175  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 MA2175  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 MA2175
 MA2175  HORZ ORDER  -  THIRD
 MA2175
 MA2175.The horizontal coordinates were established by classical geodetic methods
 MA2175.and adjusted by the National Geodetic Survey in June 2002..
 MA2175
 MA2175
 MA2175.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2175
 MA2175.The geoid height was determined by GEOID03.
 MA2175
 MA2175;                    North         East     Units Scale Factor Converg.
 MA2175;SPC PA N     -   187,241.034   579,014.937   MT  0.99998562   -0 10 01.8
 MA2175;SPC PA N     -   614,306.63  1,899,651.51   sFT  0.99998562   -0 10 01.8
 MA2175;UTM  17      - 4,637,732.441   748,814.030   MT  1.00036187   +2 00 03.1
 MA2175;UTM  18      - 4,637,748.166   250,736.269   MT  1.00036463   -2 00 16.1
 MA2175
 MA2175                          SUPERSEDED SURVEY CONTROL
 MA2175
 MA2175  NAD 83(1996)-  41 51 08.62334(N)    078 00 09.75195(W) AD(       ) 4
 MA2175  NAD 83(1986)-  41 51 08.62468(N)    078 00 09.74984(W) AD(       ) 4
 MA2175  NAD 27      -  41 51 08.38613(N)    078 00 10.74191(W) AD(       ) 3
 MA2175
 MA2175.Superseded values are not recommended for survey control.
 MA2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2175.See file dsdata.txt to determine how the superseded data were derived.
 MA2175
 MA2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG4881437732(NAD 83)
 MA2175
 MA2175  HISTORY     - Date     Condition        Report By
 MA2175  HISTORY     - 1967     MONUMENTED       CGS
 MA2175
 MA2175                          STATION DESCRIPTION
 MA2175
 MA2175'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MA2175'THE STATION IS LOCATED 5-1/4 MILES NORTH-NORTHEAST OF COUDERSPORT, 3
 MA2175'MILES WEST-NORTHWEST OF COLESBURG, AT THE MARSHALL C. YOUNG
 MA2175'COMPRESSOR STATION, OWNED BY THE TENNESSEE GAS PIPE LINE COMPANY.  IT
 MA2175'IS CONSTRUCTED OF STRUCTURAL STEEL, A SINGLE COLUMN WITH THREE
 MA2175'GUYED LEGS, PAINTED ALTERNATELY ORANGE AND WHITE WITH A DISH ON THE
 MA2175'EAST SIDE NEAR THE APEX.  IT IS 300 FEET HIGH WITH A FLASHING
 MA2175'LIGHT AT THE APEX.  THE INTERSECTION POINT IS THE TOP CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1840 ***********************************************************************
 MA1840  DESIGNATION -  COUNT
 MA1840  PID         -  MA1840
 MA1840  STATE/COUNTY-  PA/WARREN
 MA1840  USGS QUAD   -  CLARENDON (1977)
 MA1840
 MA1840                         *CURRENT SURVEY CONTROL
 MA1840  ___________________________________________________________________
 MA1840* NAD 83(1992)-  41 49 45.26606(N)    079 06 14.68024(W)     ADJUSTED  
 MA1840* NAVD 88     -       501.8    (meters)    1646.     (feet)  VERTCON   
 MA1840  ___________________________________________________________________
 MA1840  LAPLACE CORR-           4.41  (seconds)                    DEFLEC99
 MA1840  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 MA1840
 MA1840  HORZ ORDER  -  SECOND
 MA1840
 MA1840.The horizontal coordinates were established by classical geodetic methods
 MA1840.and adjusted by the National Geodetic Survey in June 2002..
 MA1840
 MA1840.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA1840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA1840
 MA1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1840
 MA1840.The geoid height was determined by GEOID03.
 MA1840
 MA1840;                    North         East     Units Scale Factor Converg.
 MA1840;SPC PA N     -   185,517.926   487,520.723   MT  0.99998263   -0 53 44.8
 MA1840;SPC PA N     -   608,653.40  1,599,474.24   sFT  0.99998263   -0 53 44.8
 MA1840;UTM  17      - 4,632,554.809   657,438.078   MT  0.99990502   +1 15 52.8
 MA1840
 MA1840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1840!SPC PA N     -   0.99992641  x   0.99998263  =   0.99990904
 MA1840!UTM  17      -   0.99992641  x   0.99990502  =   0.99983144
 MA1840
 MA1840|---------------------------------------------------------------------|
 MA1840| PID    Reference Object                     Distance      Geod. Az  |
 MA1840|                                                           dddmmss.s |
 MA1840| CX4349 COUNT RM 2                           17.450 METERS 11206     |
 MA1840| CX4348 COUNT RM 1                           14.595 METERS 20213     |
 MA1840| CX4347 COUNT AZ MK                                        2313428.0 |
 MA1840| MA1844 WARREN RAD STA WNAE MAST            APPROX. 5.5 KM 2520955.8 |
 MA1840|---------------------------------------------------------------------|
 MA1840
 MA1840                          SUPERSEDED SURVEY CONTROL
 MA1840
 MA1840  NAD 83(1996)-  41 49 45.26672(N)    079 06 14.68006(W) AD(       ) 2
 MA1840  NAD 83(1986)-  41 49 45.26879(N)    079 06 14.67709(W) AD(       ) 2
 MA1840  NAD 27      -  41 49 45.05242(N)    079 06 15.52779(W) AD(       ) 2
 MA1840  NGVD 29 (07/19/86)  502.0    (m)         1647.     (f) VERT ANG       
 MA1840
 MA1840.Superseded values are not recommended for survey control.
 MA1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1840.See file dsdata.txt to determine how the superseded data were derived.
 MA1840
 MA1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG5743832555(NAD 83)
 MA1840_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1840
 MA1840  HISTORY     - Date     Condition        Report By
 MA1840  HISTORY     - 1967     MONUMENTED       CGS
 MA1840  HISTORY     - 19970420 GOOD             USPSQD
 MA1840
 MA1840                          STATION DESCRIPTION
 MA1840
 MA1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MA1840'THE STATION IS LOCATED ABOUT 1 MILE EAST OF THE EAST EDGE OF WARREN
 MA1840'AND JUST NORTH OF THE ALLEGHENY RIVER, IN A CLEARED AREA ON
 MA1840'THE WEST SIDE OF A HILL ON PROPERTY OWNED BY MR. COUNT LAWSON.
 MA1840'
 MA1840'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 MA1840'HIGHWAY 337 AT THE NORTH END OF BRIDGE OVER THE ALLEGHENY RIVER
 MA1840'IN WARREN, GO EAST ON U.S. HIGHWAY 6 FOR 2.15 MILES TO THE OLD
 MA1840'ALLEGHENY HOTEL ON THE LEFT, JUST BEFORE CROSSING A STEEL BRIDGE,
 MA1840'(TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE EAST ON THE
 MA1840'HIGHWAY, CROSSING THE STEEL BRIDGE, FOR 0.35 MILE TO THE JUNCTION
 MA1840'OF STATE HIGHWAY 59 ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT ON
 MA1840'TOP OF HIGH BANK BETWEEN TWO LARGE BILL BOARD SIGNS).  TURN LEFT ON
 MA1840'HEMLOCK STREET AND GO 0.3 MILE TO BAUER STREET ON THE LEFT.  TURN
 MA1840'LEFT ON BAUER STREET AND GO NORTH AND EAST FOR 0.6 MILE TO A DIM
 MA1840'TRACK ROAD RIGHT.  BEAR RIGHT AND CONTINUE EASTERLY UP HILL
 MA1840'ON DIM TRACK ROAD FOR 0.15 MILE TO THE STATION ON THE LEFT IN CLEARED
 MA1840'AREA.
 MA1840'
 MA1840'THE STATION MARK IS 54.5 FEET NORTH OF A TRIANGULAR BLAZED OAK TREE,
 MA1840'12.0 FEET NORTH OF THE CENTER LINE OF THE TRACK ROAD, 4.4 FEET
 MA1840'SOUTHEAST OF A METAL WITNESS POST.  THE MARK IS A STANDARD DISK SET
 MA1840'IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 1 INCH AND IS
 MA1840'STAMPED COUNT 1967.
 MA1840'
 MA1840'REFERENCE MARK NO. 1 IS 48.0 FEET WEST OF THE TRIANGULAR BLAZED OAK
 MA1840'TREE, 47.3 FEET SOUTHWEST OF THE METAL WITNESS POST, 11.5 FEET SOUTH
 MA1840'OF THE TRACK ROAD.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A
 MA1840'SQUARE CONCRETE POST PROJECTING 1 INCH AND IS STAMPED COUNT NO 1
 MA1840'1967.
 MA1840'
 MA1840'REFERENCE MARK NO. 2 IS 61.5 FEET SOUTHEAST OF THE METAL WITNESS
 MA1840'POST, 38.0 FEET SOUTH OF THE TRACK ROAD, 33.0 FEET NORTHEAST OF
 MA1840'THE TRIANGULAR BLAZED OAK TREE.  THE MARK IS A STANDARD DISK SET IN
 MA1840'THE TOP OF A SQUARE CONCRETE POST PROJECTING 1 INCH AND IS
 MA1840'STAMPED COUNT NO 2 1967.
 MA1840'
 MA1840'THE AZIMUTH MARK IS 150.0 FEET SOUTHWEST OF THE JUNCTION OF U.S.
 MA1840'HIGHWAY 6 AND STATE HIGHWAY 59, 49.0 FEET SOUTH OF THE CENTER LINE
 MA1840'OF U.S. HIGHWAY 6, 2.8 FEET NORTH OF A V FORMED BY THE ENDS OF TWO
 MA1840'LARGE BILL BOARD SIGNS, 1.8 FEET NORTH OF A METAL WITNESS POST.
 MA1840'THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 MA1840'THAT IS FLUSH WITH THE GROUND SURFACE.  THE MARK IS STAMPED COUNT
 MA1840'1967.  IT IS ABOUT 15 FEET HIGHER THAN U.S.
 MA1840'HIGHWAY 6.
 MA1840
 MA1840                          STATION RECOVERY (1997)
 MA1840
 MA1840'RECOVERY NOTE BY US POWER SQUADRON 1997
 MA1840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1974 ***********************************************************************
 MB1974  DESIGNATION -  COUNTY CORNER NW ECC
 MB1974  PID         -  MB1974
 MB1974  STATE/COUNTY-  PA/CRAWFORD
 MB1974  USGS QUAD   -  KINSMAN (1994)
 MB1974
 MB1974                         *CURRENT SURVEY CONTROL
 MB1974  ___________________________________________________________________
 MB1974* NAD 83(1992)-  41 29 20.97772(N)    080 31 09.04738(W)     ADJUSTED  
 MB1974* NAVD 88     -       349.     (meters)    1145.     (feet)  SCALED    
 MB1974  ___________________________________________________________________
 MB1974  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 MB1974  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 MB1974
 MB1974  HORZ ORDER  -  SECOND
 MB1974
 MB1974.The horizontal coordinates were established by classical geodetic methods
 MB1974.and adjusted by the National Geodetic Survey in June 2002..
 MB1974
 MB1974.The orthometric height was scaled from a topographic map.
 MB1974
 MB1974.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1974
 MB1974.The geoid height was determined by GEOID03.
 MB1974
 MB1974;                    North         East     Units Scale Factor Converg.
 MB1974;SPC PA N     -   150,564.806   368,794.741   MT  0.99995762   -1 49 54.9
 MB1974;SPC PA N     -   493,978.03  1,209,954.08   sFT  0.99995762   -1 49 54.9
 MB1974;SPC OH N     -   204,262.048   765,398.651   MT  0.99996615   +1 18 04.7
 MB1974;UTM  17      - 4,593,172.401   540,137.333   MT  0.99961983   +0 19 06.7
 MB1974
 MB1974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1974!SPC PA N     -   0.99995059  x   0.99995762  =   0.99990821
 MB1974!SPC OH N     -   0.99995059  x   0.99996615  =   0.99991674
 MB1974!UTM  17      -   0.99995059  x   0.99961983  =   0.99957043
 MB1974
 MB1974|---------------------------------------------------------------------|
 MB1974| PID    Reference Object                     Distance      Geod. Az  |
 MB1974|                                                           dddmmss.s |
 MB1974| CX4352 COUNTY COR NW ECC RM 2               25.131 METERS 10237     |
 MB1974| MB1973 COUNTY LINE MON 33+1367               7.047 METERS 20458     |
 MB1974| CX4350 COUNTY COR NW ECC AZ MK                            3140705.9 |
 MB1974| CX4351 COUNTY COR NW ECC RM 1               22.936 METERS 35007     |
 MB1974|---------------------------------------------------------------------|
 MB1974
 MB1974                          SUPERSEDED SURVEY CONTROL
 MB1974
 MB1974  NAD 83(1995)-  41 29 20.97670(N)    080 31 09.04858(W) AD(       ) 2
 MB1974  NAD 83(1986)-  41 29 20.98034(N)    080 31 09.04691(W) AD(       ) 2
 MB1974  NAD 27      -  41 29 20.78800(N)    080 31 09.79100(W) AD(       ) 2
 MB1974
 MB1974.Superseded values are not recommended for survey control.
 MB1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1974.See file dsdata.txt to determine how the superseded data were derived.
 MB1974
 MB1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF4013793172(NAD 83)
 MB1974_MARKER: DB = BENCH MARK DISK
 MB1974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1974_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB1974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1974+STABILITY: SURFACE MOTION
 MB1974
 MB1974  HISTORY     - Date     Condition        Report By
 MB1974  HISTORY     - 1937     MONUMENTED       CGS
 MB1974  HISTORY     - 1960     GOOD             CGS
 MB1974  HISTORY     - 19930901 GOOD             OHDT
 MB1974
 MB1974                          STATION DESCRIPTION
 MB1974
 MB1974'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 MB1974'STATION IS LOCATED IN THE SW CORNER OF A FIELD ON LAND OWNED BY W.
 MB1974'HENDRICKS, ADJACENT TO THE LAND OWNED BY GEORGE SISLEY ACROSS THE
 MB1974'STATE LINE.
 MB1974'
 MB1974'SURFACE AND UNDERGROUND MARKS ARE PA. COORDINATE SYSTEM
 MB1974'STANDARD BRONZE DISKS SET IN SQUARE BLOCKS OF CONCRETE.  REFERENCE
 MB1974'AND AZIMUTH MARKS ARE PA. COORDINATE SYSTEM STANDARD BRONZE DISKS
 MB1974'IN BOULDERS.
 MB1974'
 MB1974'REFERENCE MARK NO. 1 IS N OF STATION IN FENCE LINE.
 MB1974'
 MB1974'REFERENCE MARK NO. 2 IS E OF STATION IN COUNTY LINE.
 MB1974'
 MB1974'TO REACH AZIMUTH MARK FROM SISLEYS HOUSE, GO W 0.3 MILE TO
 MB1974'RED BRICK HOUSE ON RIGHT, MARK IS IN SE CORNER OF YARD.
 MB1974'
 MB1974'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 458 AND
 MB1974'U.S. ROUTE 322 IN JAMESTOWN, GO W 2.8 MILES ON STATE ROUTE 458,
 MB1974'HERE TURN (N) RIGHT ON ROAD NO. 43059, AND GO 1.6 MILES, TURN
 MB1974'LEFT AND GO 0.4 MILE TO GEORGE SISLEYS FARM, (OHIO), THENCE
 MB1974'THROUGH BARNYARD AND ACROSS PASTURE AND THROUGH WOODS 0.4 MILE
 MB1974'TO THE COUNTY CORNER AND STATION.
 MB1974'
 MB1974'HEIGHT OF LIGHT ABOVE STATION MARK - 39.6 METERS.
 MB1974
 MB1974                          STATION RECOVERY (1960)
 MB1974
 MB1974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 MB1974'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 MB1974'THE PROPERTY IS NOW OWNED BY MR. WENDELL FLUCHE.  A COMPLETE NEW
 MB1974'DESCRIPTION FOLLOWS.
 MB1974'
 MB1974'THE STATION IS LOCATED ABOUT 4 MILES WEST OF JAMESTOWN, AT THE
 MB1974'SOUTHWEST CORNER OF CRAWFORD COUNTY, AND IN A BRUSH
 MB1974'THICKET AT THE SOUTHWEST CORNER OF WOODS.  IT IS 22 FEET NORTH OF
 MB1974'THE MERCER-CRAWFORD COUNTY LINE FENCE, 13
 MB1974'FEET EAST OF THE CRAWFORD-TRUMBULL COUNTY (OHIO) LINE FENCE,
 MB1974'27.2 FEET NORTH EAST OF A POWER
 MB1974'POLE, 23.2 FEET NORTHEAST OF THE CROSS IN
 MB1974'AN 8 BY 9 INCH SANDSTONE POST MARKING THE
 MB1974'MERCER-CRAWFORD COUNTY LINE
 MB1974'CORNER, AND 2.4 FEET NORTH OF A U.S.C. AND G.S. WITNESS SIGN.
 MB1974'
 MB1974'THE MARK IS A PA. COORDINATE SYSTEM DISK SET IN THE TOP OF A SQUARE
 MB1974'BLOCK OF CONCRETE PROJECTING 6 INCHES, STAMPED N.W. COR. ECC. 1937.
 MB1974'
 MB1974'REFERENCE MARK NO. 1 IS NORTHWEST OF THE STATION, AND IN THE NORTH-
 MB1974'SOUTH FENCE LINE.
 MB1974'THE MARK IS A PENNA. COORDINATE SYSTEM DISK SET IN A
 MB1974'DRILL HOLE IN THE TOP OF AN 8 BY 9
 MB1974'INCH IRREGULAR SHAPED SANDSTONE BOULDER,
 MB1974'FLUSH WITH THE GROUND, STAMPED N.W. COR. ECC. NO 1,
 MB1974'1937.
 MB1974'
 MB1974'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION, AND 6.2 FEET NORTH
 MB1974'OF THE
 MB1974'MERCER-CRAWFORD COUNTY LINE FENCE.  THE MARK IS A PENNA. COORDINATE
 MB1974'SYSTEM DISK SET IN THE
 MB1974'TOP OF A 6 BY 12 INCH SANDSTONE BOULDER PROJECTING
 MB1974'3 INCHES, STAMPED N.W. COR. ECC. NO 2
 MB1974'1937.
 MB1974'
 MB1974'THE AZIMUTH MARK IS IN OHIO, ABOUT 0.6 MILE NORTHWEST OF THE STATION,
 MB1974'AND ON THE NORTH
 MB1974'SIDE OF TRUMBULL COUNTY ROUTE 360.  IT IS IN THE FRONT
 MB1974'YARD, AT THE RUINS OF AN OLD BRICK
 MB1974'HOME, 25 FEET NORTH OF THE CENTER LINE
 MB1974'OF THE ROAD, 19 FEET WEST OF THE CENTER LINE OF THE
 MB1974'DRIVE, 9.7 FEET SOUTHWEST
 MB1974'OF A 10 INCH MAPLE TREE, 11 FEET SOUTHEAST OF A 20 INCH MAPLE TREE,
 MB1974'AND 1.8 FEET EAST
 MB1974'OF A U.S.C. AND G.S. WITNESS SIGN.  THE MARK IS A PENNS.
 MB1974'COORDINATE SYSTEM DISK SET IN THE
 MB1974'TOP OF A 5 BY 12 INCH SANDSTONE BOULDER
 MB1974'PROJECTING 3 INCHES, STAMPED N.W. COR. ECC. 1937.
 MB1974'
 MB1974'TO REACH FROM THE SHENANGO RIVER BRIDGE IN JAMESTOWN, GO WEST ON
 MB1974'STATE HIGHWAY 58
 MB1974'FOR 3.4 MILES TO CROSS ROAD, TURN RIGHT AND GO NORTH ON ROUTE
 MB1974'43059 FOR 2.45 MILES TO
 MB1974'COUNTY LINE, CONTINUE STRAIGHT FOR 0.45 MILE, TURN
 MB1974'LEFT FOR 0.35 MILE TO OHIO STATE LINE,
 MB1974'CONTINUE FOR 0.1 MILE TO MR. DAVID
 MB1974'POWELLS HOUSE ON LEFT, TURN LEFT THROUGH BARN YARD AND GO
 MB1974'SOUTHEAST ACROSS
 MB1974'FIELD FOR 0.4 MILE TO THE SOUTHWEST CORNER OF WOODS AND STATION AS
 MB1974'DESCRIBED.
 MB1974'
 MB1974'TO REACH THE AZIMUTH MARK FROM MR. POWELLS HOUSE, GO WEST ON ROUTE
 MB1974'360 FOR 0.25 MILE
 MB1974'TO MARK ON RIGHT.
 MB1974
 MB1974                          STATION RECOVERY (1993)
 MB1974
 MB1974'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB1974'-------REPORT BY ODOT---------YEAR 1993---------CONDITION GOOD
 MB1974' 
 MB1974'ALL DISKS FOUND IN GOOD CONDITION.
 MB1974' 
 MB1974'ADDITION TO DESCRIPTION- AZIMUTH MARK IS IN FRONT OF A MOBILE HOME. RM
 MB1974'2 IS 10.5' NORTH OF AN EAST-WEST FENCE LINE AND 82.5' SE OF THE
 MB1974'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0574 ***********************************************************************
 LZ0574  DESIGNATION -  COUNTY HOME
 LZ0574  PID         -  LZ0574
 LZ0574  STATE/COUNTY-  PA/BRADFORD
 LZ0574  USGS QUAD   -  ULSTER (1969)
 LZ0574
 LZ0574                         *CURRENT SURVEY CONTROL
 LZ0574  ___________________________________________________________________
 LZ0574* NAD 83(1986)-  41 46 38.     (N)    076 37 20.     (W)     SCALED    
 LZ0574* NAVD 88     -       274.215  (meters)     899.65   (feet)  ADJUSTED  
 LZ0574  ___________________________________________________________________
 LZ0574  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 LZ0574  DYNAMIC HT  -         274.104 (meters)     899.29  (feet)  COMP
 LZ0574  MODELED GRAV-     980,210.1   (mgal)                       NAVD 88
 LZ0574
 LZ0574  VERT ORDER  -  SECOND    CLASS 0
 LZ0574
 LZ0574.The horizontal coordinates were scaled from a topographic map and have
 LZ0574.an estimated accuracy of +/- 6 seconds.
 LZ0574
 LZ0574.The orthometric height was determined by differential leveling
 LZ0574.and adjusted by the National Geodetic Survey in June 1991..
 LZ0574
 LZ0574.The geoid height was determined by GEOID03.
 LZ0574
 LZ0574.The dynamic height is computed by dividing the NAVD 88
 LZ0574.geopotential number by the normal gravity value computed on the
 LZ0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0574.degrees latitude (g = 980.6199 gals.).
 LZ0574
 LZ0574.The modeled gravity was interpolated from observed gravity values.
 LZ0574
 LZ0574;                    North         East    Units  Estimated Accuracy
 LZ0574;SPC PA N     -   179,470.      693,760.      MT  (+/- 180 meters Scaled)
 LZ0574
 LZ0574                          SUPERSEDED SURVEY CONTROL
 LZ0574
 LZ0574  NGVD 29 (??/??/92)  274.392  (m)          900.23   (f) ADJ UNCH    2 0
 LZ0574
 LZ0574.Superseded values are not recommended for survey control.
 LZ0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0574.See file dsdata.txt to determine how the superseded data were derived.
 LZ0574
 LZ0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM651263(NAD 83)
 LZ0574_MARKER: DD = SURVEY DISK
 LZ0574_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0574_SP_SET: BRIDGE
 LZ0574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0574
 LZ0574  HISTORY     - Date     Condition        Report By
 LZ0574  HISTORY     - UNK      MONUMENTED       PADH
 LZ0574  HISTORY     - 1968     GOOD             NGS
 LZ0574
 LZ0574                          STATION DESCRIPTION
 LZ0574
 LZ0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0574'0.9 MI W FROM BURLINGTON.
 LZ0574'0.9 MILE WEST ALONG U.S. HIGHWAY 6 FROM BURLINGTON, BRADFORD
 LZ0574'COUNTY, AT STATION 8/09+30, ABOUT 133 YARDS EAST OF THE BRADFORD
 LZ0574'COUNTY HOME, AT A 70-FOOT SPAN GIRDER BRIDGE OVER A CREEK, IN
 LZ0574'THE TOP OF THE SOUTHWEST CONCRETE WING WALL, 25 FEET SOUTH OF THE
 LZ0574'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE ROADWAY.
 LZ0574'A PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1973 ***********************************************************************
 MB1973  DESIGNATION -  COUNTY LINE MON 33+1367
 MB1973  PID         -  MB1973
 MB1973  STATE/COUNTY-  PA/MERCER
 MB1973  USGS QUAD   -  KINSMAN (1994)
 MB1973
 MB1973                         *CURRENT SURVEY CONTROL
 MB1973  ___________________________________________________________________
 MB1973* NAD 83(1992)-  41 29 20.77063(N)    080 31 09.17558(W)     ADJUSTED  
 MB1973* NAVD 88     -       349.     (meters)    1145.     (feet)  SCALED    
 MB1973  ___________________________________________________________________
 MB1973  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 MB1973  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 MB1973
 MB1973  HORZ ORDER  -  SECOND
 MB1973
 MB1973.The horizontal coordinates were established by classical geodetic methods
 MB1973.and adjusted by the National Geodetic Survey in June 2002..
 MB1973
 MB1973.The orthometric height was scaled from a topographic map.
 MB1973
 MB1973.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1973
 MB1973.The geoid height was determined by GEOID03.
 MB1973
 MB1973;                    North         East     Units Scale Factor Converg.
 MB1973;SPC PA N     -   150,558.516   368,791.565   MT  0.99995762   -1 49 55.0
 MB1973;SPC PA N     -   493,957.40  1,209,943.66   sFT  0.99995762   -1 49 55.0
 MB1973;SPC OH N     -   204,255.593   765,395.823   MT  0.99996614   +1 18 04.6
 MB1973;UTM  17      - 4,593,165.998   540,134.396   MT  0.99961982   +0 19 06.6
 MB1973
 MB1973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1973!SPC PA N     -   0.99995059  x   0.99995762  =   0.99990821
 MB1973!SPC OH N     -   0.99995059  x   0.99996614  =   0.99991673
 MB1973!UTM  17      -   0.99995059  x   0.99961982  =   0.99957042
 MB1973
 MB1973                          SUPERSEDED SURVEY CONTROL
 MB1973
 MB1973  NAD 83(1995)-  41 29 20.76961(N)    080 31 09.17678(W) AD(       ) 2
 MB1973  NAD 83(1986)-  41 29 20.77325(N)    080 31 09.17512(W) AD(       ) 2
 MB1973  NAD 27      -  41 29 20.58100(N)    080 31 09.91900(W) AD(       ) 2
 MB1973
 MB1973.Superseded values are not recommended for survey control.
 MB1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1973.See file dsdata.txt to determine how the superseded data were derived.
 MB1973
 MB1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF4013493166(NAD 83)
 MB1973_MARKER: V = STONE MONUMENT
 MB1973_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 MB1973_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MB1973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1973
 MB1973  HISTORY     - Date     Condition        Report By
 MB1973  HISTORY     - 1937     MONUMENTED       PAGS
 MB1973  HISTORY     - 19930901 GOOD             OHDT
 MB1973
 MB1973                          STATION DESCRIPTION
 MB1973
 MB1973'DESCRIBED BY OHIO DEPARTMENT OF TRANSPORTATION 1993 (BM)
 MB1973'--------REPORT BY ODOT--------YEAR 1993---------CONDITION --GOOD
 MB1973' 
 MB1973'FROM KINSMAN, TRAVEL NORTH ON S.R.7 FOR 1.9 MILES (3.1 KM) UNTIL YOU
 MB1973'REACH KINSMAN PYMATUNING ROAD.  TURN RIGHT ON KINSMAN PYMATUNING ROAD
 MB1973'AND GO 3.3 MILES (5.3 KM) TO THE RESIDENCE OF DAVID POWELL ON THE
 MB1973'RIGHT. (HOUSE NO. 10328)  GO BETWEEN BARN AND SHED THROUGH GATE, BARE
 MB1973'EAST, GO THROUGH HORSE PASTURE TO TREE LINE.  HEAD SOUTH DOWN TREE
 MB1973'LINE FOR 1300' TO WHERE TREE LINE ENDS. MONUMENT IS IN CORNER OF
 MB1973'WOODED LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2207 ***********************************************************************
 KX2207  DESIGNATION -  COUPON
 KX2207  PID         -  KX2207
 KX2207  STATE/COUNTY-  PA/BLAIR
 KX2207  USGS QUAD   -  ALTOONA (1993)
 KX2207
 KX2207                         *CURRENT SURVEY CONTROL
 KX2207  ___________________________________________________________________
 KX2207* NAD 83(1992)-  40 31 20.81715(N)    078 28 25.32578(W)     ADJUSTED  
 KX2207* NAVD 88     -       753.     (meters)    2470.     (feet)  SCALED    
 KX2207  ___________________________________________________________________
 KX2207  LAPLACE CORR-          -6.82  (seconds)                    DEFLEC99
 KX2207  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KX2207
 KX2207  HORZ ORDER  -  SECOND
 KX2207
 KX2207.The horizontal coordinates were established by classical geodetic methods
 KX2207.and adjusted by the National Geodetic Survey in June 2002..
 KX2207
 KX2207.The orthometric height was scaled from a topographic map.
 KX2207
 KX2207.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2207
 KX2207.The geoid height was determined by GEOID03.
 KX2207
 KX2207;                    North         East     Units Scale Factor Converg.
 KX2207;SPC PA S     -   132,285.130   538,677.010   MT  0.99996028   -0 28 10.3
 KX2207;SPC PA S     -   434,005.46  1,767,309.49   sFT  0.99996028   -0 28 10.3
 KX2207;UTM  17      - 4,488,813.126   714,002.565   MT  1.00016376   +1 38 31.5
 KX2207
 KX2207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2207!SPC PA S     -   0.99988703  x   0.99996028  =   0.99984732
 KX2207!UTM  17      -   0.99988703  x   1.00016376  =   1.00005077
 KX2207
 KX2207|---------------------------------------------------------------------|
 KX2207| PID    Reference Object                     Distance      Geod. Az  |
 KX2207|                                                           dddmmss.s |
 KX2207| CK6885 COUPON RM 1                          22.975 METERS 04856     |
 KX2207| CK6884 COUPON AZ MK                                       0670755.6 |
 KX2207| CK6886 COUPON RM 2                          25.476 METERS 31432     |
 KX2207|---------------------------------------------------------------------|
 KX2207
 KX2207                          SUPERSEDED SURVEY CONTROL
 KX2207
 KX2207  NAD 83(1986)-  40 31 20.82418(N)    078 28 25.33547(W) AD(       ) 2
 KX2207  NAD 27      -  40 31 20.57500(N)    078 28 26.28500(W) AD(       ) 2
 KX2207
 KX2207.Superseded values are not recommended for survey control.
 KX2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2207.See file dsdata.txt to determine how the superseded data were derived.
 KX2207
 KX2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE1400388813(NAD 83)
 KX2207_MARKER: DS = TRIANGULATION STATION DISK
 KX2207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2207
 KX2207  HISTORY     - Date     Condition        Report By
 KX2207  HISTORY     - 1941     MONUMENTED       CGS
 KX2207
 KX2207                          STATION DESCRIPTION
 KX2207
 KX2207'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2207'THE STATION IS ABOUT 2.5 MILES SE OF COUPON, ON THE HIGHEST POINT OF
 KX2207'A TIMBER-COVERED RIDGE OWNED BY GEORGE EICHEN DRUB. IT IS IN A SMALL
 KX2207'CLEARING, 15 FEET NE OF AN 18-INCH TRIANGULAR BLAZED OAK TREE.  MARK
 KX2207'IS STAMPED COUPON 1941 AND PROJECTS ABOUT 4 INCHES.
 KX2207'
 KX2207'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KX2207'BRONZE DISKS SET IN CONCRETE.
 KX2207'
 KX2207'REFERENCE MARK NO. 1 IS STAMPED COUPON NO. 1 1941 AND PROJECTS ABOUT
 KX2207'4 INCHES.
 KX2207'
 KX2207'REFERENCE MARK NO. 2 IS 9 FEET W OF THE DIM TRAIL ROAD.  IT IS
 KX2207'STAMPED COUPON NO. 2 1941 AND PROJECTS ABOUT 6 INCHES.
 KX2207'
 KX2207'THE AZIMUTH MARK IS 40.6 FEET S OF THE CENTER OF STATE HIGHWAY 36,
 KX2207'UNDER A TELEPHONE LINE, AND 26 FEET E OF POLE NO.  46.  IT IS
 KX2207'STAMPED COUPON 1941 AND PROJECTS ABOUT 1 INCH.
 KX2207'
 KX2207'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 220 AND STATE HIGHWAY
 KX2207'36 AT THE SE EDGE OF ALTOONA GO WESTERLY THROUGH ALTOONA FOR 5.6
 KX2207'MILES TO THE AZIMUTH MARK ON THE LEFT.
 KX2207'
 KX2207'TO REACH THE STATION FROM THE INTERSECTION OF THE MAIN MACADAM ROAD
 KX2207'AND THE BRICK ROAD AT THE NW EDGE OF THE SMALL SETTLEMENT OF
 KX2207'COUPON, GO SOUTHERLY THROUGH THE WESTERN EDGE OF THE SETTLEMENT FOR
 KX2207'0.9 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO 0.2 MILE TO A
 KX2207'FORKS, TAKE THE LEFT FORK AND FOLLOW THE MAIN ROAD PAST SEVERAL
 KX2207'MINERS HOMES AND INTO THE WOODS FOR 0.7 MILE TO A FORKS AND A
 KX2207'TRIANGULAR BLAZED 3-INCH TREE IN THE MIDDLE OF FORKS, KEEP RIGHT AND
 KX2207'CONTINUE 0.35 MILE TO A DIM ROAD LEFT AT A TRIPLE NOTCHED TREE ON
 KX2207'THE RIGHT.  THIS POINT IS IN A CLEARING JUST BEFORE REACHING SUMMIT
 KX2207'OF THE RISE, TURN LEFT ON DIM ROAD AND FOLLOW FOR 0.3 MILE TO THE
 KX2207'POINT WHERE THE POWER LINE CROSSES THE ROAD, TURN RIGHT ALONG
 KX2207'THE POWER LINE AND GO 0.25 MILE TO A POLE THAT HAS THREE BLAZES ON
 KX2207'IT, FROM HERE TURN LEFT INTO THE WOODS AND FOLLOW VERY DIM TRAIL
 KX2207'ROAD AND BLAZES FOR 0.35 MILE TO THE HIGHEST POINT AND THE STATION.
 KX2207'
 KX2207'A 77-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION ELSTIE.
 KX2207'
 KX2207'A 64-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATION DRY AND A 4-FOOT
 KX2207'LIGHT AT STATION BERKHART.
 KX2207'
 KX2207'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2391 ***********************************************************************
 KX2391  DESIGNATION -  COURTNEY
 KX2391  PID         -  KX2391
 KX2391  STATE/COUNTY-  PA/WASHINGTON
 KX2391  USGS QUAD   -  MONONGAHELA (1993)
 KX2391
 KX2391                         *CURRENT SURVEY CONTROL
 KX2391  ___________________________________________________________________
 KX2391* NAD 83(1992)-  40 13 04.67945(N)    079 58 21.98179(W)     ADJUSTED  
 KX2391* NAVD 88     -       302.4    (meters)     992.     (feet)  VERTCON   
 KX2391  ___________________________________________________________________
 KX2391  X           -     849,220.299 (meters)                     COMP
 KX2391  Y           -  -4,802,820.365 (meters)                     COMP
 KX2391  Z           -   4,096,669.651 (meters)                     COMP
 KX2391  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 KX2391  ELLIP HEIGHT-         268.99  (meters)          (06/21/02) GPS OBS
 KX2391  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KX2391
 KX2391  HORZ ORDER  -  FIRST
 KX2391  ELLP ORDER  -  FOURTH    CLASS I
 KX2391
 KX2391.The horizontal coordinates were established by GPS observations
 KX2391.and adjusted by the National Geodetic Survey in June 2002..
 KX2391
 KX2391.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2391
 KX2391.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KX2391
 KX2391.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2391
 KX2391.The ellipsoidal height was determined by GPS observations
 KX2391.and is referenced to NAD 83.
 KX2391
 KX2391.The geoid height was determined by GEOID03.
 KX2391
 KX2391;                    North         East     Units Scale Factor Converg.
 KX2391;SPC PA S     -   100,605.797   410,819.844   MT  0.99996771   -1 26 31.6
 KX2391;SPC PA S     -   330,070.85  1,347,831.44   sFT  0.99996771   -1 26 31.6
 KX2391;UTM  17      - 4,452,455.774   587,405.168   MT  0.99969404   +0 39 48.0
 KX2391
 KX2391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2391!SPC PA S     -   0.99995780  x   0.99996771  =   0.99992552
 KX2391!UTM  17      -   0.99995780  x   0.99969404  =   0.99965186
 KX2391
 KX2391                          SUPERSEDED SURVEY CONTROL
 KX2391
 KX2391  NAD 83(1995)-  40 13 04.68036(N)    079 58 21.98302(W) AD(       ) 1
 KX2391  NAD 83(1992)-  40 13 04.68158(N)    079 58 21.98906(W) AD(       ) 1
 KX2391  NGVD 29 (02/08/94)  302.6    (m)          993.     (f) GPS OBS        
 KX2391
 KX2391.Superseded values are not recommended for survey control.
 KX2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2391.See file dsdata.txt to determine how the superseded data were derived.
 KX2391
 KX2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE8740552456(NAD 83)
 KX2391_MARKER: DD = SURVEY DISK
 KX2391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2391_SP_SET: CONCRETE POST
 KX2391_STAMPING: COURTNEY 1989
 KX2391_MARK LOGO: USE   
 KX2391_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KX2391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX2391+STABILITY: SURFACE MOTION
 KX2391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX2391+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2006
 KX2391
 KX2391  HISTORY     - Date     Condition        Report By
 KX2391  HISTORY     - 1989     MONUMENTED       HARTMN
 KX2391  HISTORY     - 20031204 GOOD             T3GLOB
 KX2391  HISTORY     - 20060626 GOOD             BAKER
 KX2391
 KX2391                          STATION DESCRIPTION
 KX2391
 KX2391'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 KX2391'LOCATED IN UNION TOWNSHIP, WASHINGTON COUNTY, ON A BARE KNOB ON THE
 KX2391'WESTERLY SIDE OF THE VILLAGE OF COURTNEY.
 KX2391'THE STATION IS LOCATED AT THE APPROXIMATE HIGH POINT OF THE KNOB, AND
 KX2391'IS WITHIN THE CLEARED RIGHT OF WAY OF POWERLINES LEADING TO THE WEST
 KX2391'PENN POWER COMPANY MITCHELL STATION POWERHOUSE AND SUBSTATION ON THE
 KX2391'MONONGAHELA RIVER.
 KX2391'TO REACH - FROM THE INTERSECTION OF ROUTES 88 AND 837 IN THE RIVERVIEW
 KX2391'SECTION OF NEW EAGLE BOROUGH.  (THIS INTERSECTION IS ALSO NEAR THE
 KX2391'MOUTH OF MINGO CREEK.)  PROCEED NORTH ON ROUTE 837 FOR SIX-TENTHS OF
 KX2391'A MILE TO COURTNEY ROAD ON THE LEFT.  PROCEED UP HILL ON COURTNEY
 KX2391'ROAD FOR ABOUT FOUR-TENTHS OF A MILE TO A TRACK ROAD ON THE LEFT.
 KX2391'TURN LEFT ONTO THE TRACK ROAD AND PROCEED TO THE TOP OF A SMALL KNOB
 KX2391'OVERLOOKING THE POWER STATION.
 KX2391'THE STATION IS A BRONZE DISK IN A CONCRETE MONUMENT AT THE APPROXIMATE
 KX2391'HIGH POINT OF THE KNOB.
 KX2391'BENCHMARK MR28RA IS LOCATED NORTH 38 DEGREES 31 MINUTES 25 SECONDS
 KX2391'EAST, A DISTANCE OF 3257.956 FT (993.027 M) (993.027 MT) (GRID BASE)
 KX2391'FROM STATION COURTNEY.
 KX2391'STATION IS SOUTH 17 DEGREES 32 MINUTES 04 SECONDS WEST, A DISTANCE OF
 KX2391'71.56 FT (21.81 M) (21.81 MT) (GRID BASE) FROM A CHISELED CUT ON TOP
 KX2391'OF ROUND CONCRETE FOOTING AT THE EASTERLY MOST LEG OF A HIGH TENSION
 KX2391'TOWER, 31.66 FT (9.65 M) (9.65 MT) EAST FROM A DOUBLEHEAD NAIL IN THE
 KX2391'FACE OF A WOOD POLE, 29.88 FT (9.11 M) (9.11 MT) NORTH FROM A
 KX2391'DOUBLEHEAD NAIL IN THE FACE OF A WOOD POLE, 62.91 FT (19.18 M) (19.18
 KX2391'MT) WEST OF A CHISELED CUT ON THE WESTERLY MOST LEG OF A HIGH TENSION
 KX2391'TOWER.
 KX2391
 KX2391                          STATION RECOVERY (2003)
 KX2391
 KX2391'RECOVERY NOTE BY T3 GLOBAL STRATEGIES 2003 (BAW)
 KX2391'RECOVERED AS DESCRIBED
 KX2391
 KX2391                          STATION RECOVERY (2006)
 KX2391
 KX2391'RECOVERY NOTE BY M BAKER JR INCORPORATED 2006 (CJG)
 KX2391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4767 ***********************************************************************
 JV4767  DESIGNATION -  COVE
 JV4767  PID         -  JV4767
 JV4767  STATE/COUNTY-  PA/FULTON
 JV4767  USGS QUAD   -  MC CONNELLSBURG (1990)
 JV4767
 JV4767                         *CURRENT SURVEY CONTROL
 JV4767  ___________________________________________________________________
 JV4767* NAD 83(1992)-  39 53 19.90127(N)    077 58 07.35662(W)     ADJUSTED  
 JV4767* NAVD 88     -       628.     (meters)    2060.     (feet)  SCALED    
 JV4767  ___________________________________________________________________
 JV4767  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 JV4767  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JV4767
 JV4767  HORZ ORDER  -  SECOND
 JV4767
 JV4767.The horizontal coordinates were established by classical geodetic methods
 JV4767.and adjusted by the National Geodetic Survey in June 2002..
 JV4767
 JV4767.The orthometric height was scaled from a topographic map.
 JV4767
 JV4767.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4767
 JV4767.The geoid height was determined by GEOID03.
 JV4767
 JV4767;                    North         East     Units Scale Factor Converg.
 JV4767;SPC PA S     -    61,706.189   581,293.135   MT  1.00000725   -0 08 30.8
 JV4767;SPC PA S     -   202,447.72  1,907,125.89   sFT  1.00000725   -0 08 30.8
 JV4767;UTM  18      - 4,419,641.423   246,161.059   MT  1.00039332   -1 54 17.5
 JV4767;UTM  17      - 4,419,821.291   759,190.686   MT  1.00042713   +1 56 42.2
 JV4767
 JV4767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4767!SPC PA S     -   0.99990685  x   1.00000725  =   0.99991410
 JV4767!UTM  18      -   0.99990685  x   1.00039332  =   1.00030014
 JV4767!UTM  17      -   0.99990685  x   1.00042713  =   1.00033394
 JV4767
 JV4767:                Primary Azimuth Mark                     Grid Az
 JV4767:SPC PA S     -  TUSCARORA LOOKOUT TOWER                  021 52 56.5
 JV4767:UTM  18      -  TUSCARORA LOOKOUT TOWER                  023 38 43.2
 JV4767:UTM  17      -  TUSCARORA LOOKOUT TOWER                  019 47 43.5
 JV4767
 JV4767|---------------------------------------------------------------------|
 JV4767| PID    Reference Object                     Distance      Geod. Az  |
 JV4767|                                                           dddmmss.s |
 JV4767| JV4770 TUSCARORA LOOKOUT TOWER             APPROX. 7.4 KM 0214425.7 |
 JV4767| CK6887 COVE RM 1                                          10557     |
 JV4767| CK6888 COVE RM 2                                          19313     |
 JV4767|---------------------------------------------------------------------|
 JV4767
 JV4767                          SUPERSEDED SURVEY CONTROL
 JV4767
 JV4767  NAD 83(1995)-  39 53 19.90009(N)    077 58 07.35548(W) AD(       ) 2
 JV4767  NAD 83(1991)-  39 53 19.89886(N)    077 58 07.35790(W) AD(       ) 2
 JV4767  NAD 83(1986)-  39 53 19.90006(N)    077 58 07.36477(W) AD(       ) 2
 JV4767  NAD 27      -  39 53 19.57200(N)    077 58 08.36100(W) AD(       ) 2
 JV4767
 JV4767.Superseded values are not recommended for survey control.
 JV4767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4767.See file dsdata.txt to determine how the superseded data were derived.
 JV4767
 JV4767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK4616119641(NAD 83)
 JV4767_MARKER: DS = TRIANGULATION STATION DISK
 JV4767_SETTING: 66 = SET IN ROCK OUTCROP
 JV4767
 JV4767  HISTORY     - Date     Condition        Report By
 JV4767  HISTORY     - 1942     MONUMENTED       CGS
 JV4767
 JV4767                          STATION DESCRIPTION
 JV4767
 JV4767'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 JV4767'STATION IS LOCATED ABOUT 3.25 MILES SSE OF MCCONNELLSBURG AND 2.25
 JV4767'MILES NW OF FOLTZ ON TOP OF A ROCKY TIMBERED KNOB WHICH IS
 JV4767'LOCALLY KNOWN AS COVE MOUNTAIN.  STATION IS LOCATED ON LAND OWNED BY
 JV4767'MR. I.F. FORE.  STATION MARK IS A STANDARD DISK SET IN A
 JV4767'DRILL HOLE IN A LARGE SLAB OF ROCK WHICH HAS BECOME SEPARATED FROM
 JV4767'THE MAIN LEDGE AND IS STAMPED COVE 1942.
 JV4767'
 JV4767'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK
 JV4767'E OF THE STATION AND JUST N OF THE TRAIL LEADING TO THE STATION.
 JV4767'MARK IS STAMPED COVE NO.1 1942.
 JV4767'
 JV4767'REFERENCE MARK NO.2 IS A STANDARD DISK SET IN A DRILL HOLE IN A LEDGE
 JV4767'OF BEDROCK S OF THE STATION AND IS STAMPED COVE NO.2 1942.  BOTH
 JV4767'REFERENCE MARKS ARE ABOUT 7 FEET BELOW THE STATION MARK AND THE
 JV4767'MEASURED DISTANCES ARE APPROXIMATELY HORIZONTAL.
 JV4767'
 JV4767'THERE IS NO SUITABLE PLACE FOR AN AZIMUTH MARK, SO NONE WAS SET.
 JV4767'WITH CONSIDERABLE CLEARING TUSCARORA FIRE TOWER MIGHT BE USED,
 JV4767'HOWEVER.
 JV4767'
 JV4767'TO REACH THE STATION FROM FORT LOUDON ON U.S. ROUTE 30, GO S ON STATE
 JV4767'HIGHWAY 75 FOR 0.65 MILE TO A PAVED SIDE ROAD RIGHT, TURN RIGHT
 JV4767'AND FOLLOW PAVED ROAD W AND S FOR 3.65 MILES TO JUNCTION WITH STATE
 JV4767'HIGHWAY 16 AT FOLTZ, TURN RIGHT ON 16 AND GO UP MOUNTAIN FOR 3.3
 JV4767'MILES TO MR. FORES INN AT THE TOP OF THE MOUNTAIN, TURN LEFT, KEEPING
 JV4767'TO THE LEFT OF THE INN, AND FOLLOW A WOODS ROAD FOR 0.35 MILE TO A
 JV4767'TRIANGULAR-BLAZED TREE ON THE RIGHT AND THE END OF TRUCK TRAVEL.
 JV4767'FOLLOW A BLAZED FOOT TRAIL W UP THE HILL FOR ABOUT 150 YARDS TO THE
 JV4767'STATION.
 JV4767'
 JV4767'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4769 ***********************************************************************
 JV4769  DESIGNATION -  COWAN RESET
 JV4769  PID         -  JV4769
 JV4769  STATE/COUNTY-  PA/FULTON
 JV4769  USGS QUAD   -  MC CONNELLSBURG (1990)
 JV4769
 JV4769                         *CURRENT SURVEY CONTROL
 JV4769  ___________________________________________________________________
 JV4769* NAD 83(1992)-  39 59 58.28961(N)    077 56 05.77237(W)     ADJUSTED  
 JV4769* NAVD 88     -       373.02   (+/-2cm)    1223.8    (feet)  VERTCON   
 JV4769  ___________________________________________________________________
 JV4769  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 JV4769  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 JV4769
 JV4769  HORZ ORDER  -  THIRD
 JV4769  VERT ORDER  -  THIRD ? (See Below)
 JV4769
 JV4769.The horizontal coordinates were established by classical geodetic methods
 JV4769.and adjusted by the National Geodetic Survey in June 2002..
 JV4769
 JV4769.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV4769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV4769.The vertical order pertains to the NGVD 29 superseded value.
 JV4769
 JV4769.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4769
 JV4769.The geoid height was determined by GEOID03.
 JV4769
 JV4769;                    North         East     Units Scale Factor Converg.
 JV4769;SPC PA S     -    73,986.896   584,207.591   MT  0.99999031   -0 07 11.9
 JV4769;SPC PA S     -   242,738.67  1,916,687.74   sFT  0.99999031   -0 07 11.9
 JV4769;UTM  18      - 4,431,831.210   249,453.698   MT  1.00037285   -1 53 15.0
 JV4769;UTM  17      - 4,432,205.482   761,656.606   MT  1.00044292   +1 58 16.6
 JV4769
 JV4769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4769!SPC PA S     -   0.99994681  x   0.99999031  =   0.99993712
 JV4769!UTM  18      -   0.99994681  x   1.00037285  =   1.00031964
 JV4769!UTM  17      -   0.99994681  x   1.00044292  =   1.00038971
 JV4769
 JV4769|---------------------------------------------------------------------|
 JV4769| PID    Reference Object                     Distance      Geod. Az  |
 JV4769|                                                           dddmmss.s |
 JV4769| CJ9572 COWAN RM 2                           13.735 METERS 02455     |
 JV4769| CK6889 COWAN AZ MK                                        0910243.8 |
 JV4769| CK6890 COWAN AZ MK RESET                                  0962013.8 |
 JV4769| CK6891 COWAN RM 1                           10.878 METERS 15343     |
 JV4769| JV4770 TUSCARORA LOOKOUT TOWER             APPROX. 5.5 KM 1814232.8 |
 JV4769|---------------------------------------------------------------------|
 JV4769
 JV4769                          SUPERSEDED SURVEY CONTROL
 JV4769
 JV4769  NAD 83(1995)-  39 59 58.28739(N)    077 56 05.77131(W) AD(       ) 3
 JV4769  NAD 83(1991)-  39 59 58.28678(N)    077 56 05.77595(W) AD(       ) 3
 JV4769  NAD 83(1986)-  39 59 58.28872(N)    077 56 05.77973(W) AD(       ) 3
 JV4769  NAD 27      -  39 59 57.96600(N)    077 56 06.78600(W) AD(       ) 3
 JV4769  NGVD 29 (07/19/86)  373.20   (m)         1224.4    (f) LEVELING    3  
 JV4769
 JV4769.Superseded values are not recommended for survey control.
 JV4769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4769.See file dsdata.txt to determine how the superseded data were derived.
 JV4769
 JV4769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK4945431831(NAD 83)
 JV4769_MARKER: DS = TRIANGULATION STATION DISK
 JV4769_SETTING: 80 = SET IN A BOULDER
 JV4769_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JV4769_STAMPING: COWAN 1942 1980
 JV4769_MARK LOGO: NGS   
 JV4769_PROJECTION: FLUSH
 JV4769_MAGNETIC: N = NO MAGNETIC MATERIAL
 JV4769
 JV4769  HISTORY     - Date     Condition        Report By
 JV4769  HISTORY     - 1980     MONUMENTED       NGS
 JV4769
 JV4769                          STATION DESCRIPTION
 JV4769
 JV4769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 JV4769'THE STATION MARK WAS RECOVERED AND FOUND IN POOR CONDITION, THE DISK
 JV4769'HAD BEEN PULLED FROM PART OF THE STEM.  THE CENTER POINT COULD EASILY
 JV4769'BE DETERMINED SO A NEW DISK WAS SET IN THE BOULDER IN THE SAME
 JV4769'HORIZONTAL POSITION AS THE OLD ONE.
 JV4769'
 JV4769'REFERENCE MARK ONE HAD BEEN REMOVED FROM ITS STEM.  THE CENTER OF
 JV4769'THE STEM WAS HELD AND A NEW REFERENCE MARK THREE WAS SET IN THE
 JV4769'BOULDER IN THE SAME POSITION AS REFERENCE MARK ONE WAS FOUND.
 JV4769'
 JV4769'REFERENCE MARK TWO HAD BEEN COMPLETELY REMOVED FROM THE DRILL HOLE
 JV4769'IN THE BOULDER.  A NEW REFERENCE MARK FOUR WAS SET IN THE OLD DRILL
 JV4769'HOLE FOR REFERENCE MARK TWO.
 JV4769'
 JV4769'THE AZIMUTH MARK WHICH WAS ESTABLISHED IN 1951 WAS FOUND IN GOOD
 JV4769'CONDITION AS DESCRIBED.  IT COULD NOT BE INTERSECTED AT THIS DATE
 JV4769'DUE TO NUMEROUS TREES.  PERMISSION COULD NOT BE OBTAINED FROM THE
 JV4769'STATE FORESTRY TO CUT THE TREES.
 JV4769'
 JV4769'THE STATION IS LOCATED ABOUT 5-3/4 MILES NORTHEAST OF MC
 JV4769'CONNELLSBURG, 6 MILES NORTHWEST OF FORT LOUDON AND ON WHAT IS KNOWN
 JV4769'AS COVE MOUNTAIN.  THE PROPERTY IS OWNED BY THE COWAN GAP STATE PARK,
 JV4769'PENNSYLVANIA STATE FOREST.
 JV4769'
 JV4769'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND
 JV4769'STATE HIGHWAY 75 WHICH IS ABOUT 1/4 MILE WEST OF FORT LOUDON, GO
 JV4769'NORTH ON STATE HIGHWAY 75 FOR 3.5 MILES TO A SIDE ROAD LEFT AT A SIGN
 JV4769'COWANS GAP.  TURN LEFT AND GO WEST ON A PAVED ROAD FOR 3.2 MILES TO A
 JV4769'T-INTERSECTION.  TURN LEFT AND GO SOUTHERLY ON A PAVED ROAD FOR 0.15
 JV4769'MILE TO A SIDE ROAD RIGHT AT THE PARK OFFICE ON THE LEFT.  TURN RIGHT
 JV4769'AND GO SOUTHWEST ON A PAVED ROAD PASSING THE COWAN GAP STATE PARK
 JV4769'OFFICE ON THE LEFT AND THE SWIMMING AREA ON THE RIGHT FOR 0.3 MILE TO
 JV4769'A FORK.  KEEP RIGHT AND GO SOUTHERLY ON TWIN SPRINGS TRAIL FOR 0.05
 JV4769'MILE TO A POLE GATE.  PASS THROUGH THE GATE AND GO SOUTHWEST UPHILL
 JV4769'ON TWIN SPRINGS TRAIL FOR 0.6 MILE TO A POINT WHERE THE ROAD TURNS
 JV4769'SHARP RIGHT.  TURN RIGHT AND GO NORTHWEST UPHILL ON THE BLADED ROAD
 JV4769'FOR 0.75 MILE TO A SADDLE AND THE STATION.
 JV4769'
 JV4769'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 JV4769'---COWAN 1942 1980---PROJECTING 61 CM (24 INCHES) ABOVE THE GROUND
 JV4769'SET INTO THE TOP OF A BOULDER OF 0.9 METER (3 FEET) LARGEST DIMENSION
 JV4769'LOCATED 41.1 METERS (135 FEET) NE FROM THE CENTER OF THE CROSSROADS
 JV4769'IN THE SADDLE, 21.0 METERS (69 FEET) NORTHWEST FROM THE CENTER OF AN
 JV4769'OLD CCC ROAD, 3.4 METERS (11 FEET) SOUTHWEST FROM A 12-INCH OAK TREE
 JV4769'WITH A TRIANGULAR BLAZE, AND 2.19 METERS (7.2 FEET) SOUTHEAST FROM A
 JV4769'WITNESS POST.
 JV4769'
 JV4769'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 JV4769'STAMPED---COWAN 1942 NO 3 1980---PROJECTING 61 CM (24 INCHES)
 JV4769'ABOVE THE GROUND SET INTO THE TOP OF A BOULDER OF 0.9 METER (3 FEET)
 JV4769'LARGEST DIMENSION LOCATED 21.6 METERS (71 FEET) NORTHWEST FROM THE
 JV4769'CENTER OF THE CCC ROAD, 11.43 METERS (37.5 FEET) NORTHEAST FROM THE
 JV4769'WITNESS POST, 8.8 METERS (29 FEET) N FROM THE OAK TREE WITH THE
 JV4769'TRIANGULAR BLAZE, AND 0.3 METER (1 FOOT) HIGHER THAN THE STATION.
 JV4769'
 JV4769'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 JV4769'STAMPED---COWAN 1942 NO 4 1980---PROJECTING 61 CM (24 INCHES) ABOVE
 JV4769'THE GROUND SET INTO THE TOP OF A BOULDER OF 1.5 METERS (5 FEET)
 JV4769'LARGEST DIMENSION LOCATED 15.2 METERS (50 FEET) SOUTHEAST FROM THE
 JV4769'WITNESS POST, 13.7 METERS (45 FEET) S FROM THE OAK TREE WITH THE
 JV4769'TRIANGULAR BLAZE, 7.3 METERS (24 FEET) NW FROM THE CENTER OF THE CCC
 JV4769'ROAD, AND 1.5 METERS (5 FEET) LOWER THAN THE STATION.
 JV4769'
 JV4769'AZIMUTH MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 JV4769'NOS) DISK STAMPED---COWAN 1942 RESET 1951---SET IN A DRILL HOLE IN
 JV4769'A ROCK WALL 18-INCHES WIDE AT THE STEPS AT THE SOUTHWEST CORNER OF
 JV4769'THE STONE BATHHOUSE AT THE COWAN GAP STATE PARK COMPLEX, ABOUT 50
 JV4769'YARDS NORTH OF THE FIRST T-INTERSECTION MENTIONED IN THE TO REACH.
 JV4769'THE MARK IS LOCATED 30.5 METERS (100 FEET) SE FROM THE LAKES WATER
 JV4769'EDGE AND SWIMMING AREA, 9.8 METERS (32 FEET) N FROM THE NORTHWEST
 JV4769'CORNER OF THE BATH HOUSE, 3.7 METERS (12 FEET) SW FROM THE LAKE
 JV4769'ENTRANCE TO THE BATH HOUSE, AND 1.5 METERS (5 FEET) SE FROM THE
 JV4769'CENTER OF A STONE WALKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3021 ***********************************************************************
 KW3021  DESIGNATION -  COX
 KW3021  PID         -  KW3021
 KW3021  STATE/COUNTY-  PA/LANCASTER
 KW3021  USGS QUAD   -  TERRE HILL (1987)
 KW3021
 KW3021                         *CURRENT SURVEY CONTROL
 KW3021  ___________________________________________________________________
 KW3021* NAD 83(1992)-  40 11 29.36118(N)    076 07 01.74718(W)     ADJUSTED  
 KW3021* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 KW3021  ___________________________________________________________________
 KW3021  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 KW3021  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 KW3021
 KW3021  HORZ ORDER  -  FIRST
 KW3021
 KW3021.The horizontal coordinates were established by classical geodetic methods
 KW3021.and adjusted by the National Geodetic Survey in June 2002..
 KW3021
 KW3021.The orthometric height was scaled from a topographic map.
 KW3021
 KW3021.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3021
 KW3021.The geoid height was determined by GEOID03.
 KW3021
 KW3021;                    North         East     Units Scale Factor Converg.
 KW3021;SPC PA S     -    96,570.327   739,032.782   MT  0.99996968   +1 03 33.8
 KW3021;SPC PA S     -   316,831.15  2,424,643.39   sFT  0.99996968   +1 03 33.8
 KW3021;UTM  18      - 4,449,609.321   404,906.126   MT  0.99971132   -0 43 15.6
 KW3021
 KW3021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3021!SPC PA S     -   0.99996484  x   0.99996968  =   0.99993452
 KW3021!UTM  18      -   0.99996484  x   0.99971132  =   0.99967617
 KW3021
 KW3021|---------------------------------------------------------------------|
 KW3021| PID    Reference Object                     Distance      Geod. Az  |
 KW3021|                                                           dddmmss.s |
 KW3021| CB3896 COX RM 1                             11.520 METERS 13533     |
 KW3021| CB3897 COX RM 2                             16.718 METERS 21228     |
 KW3021| KW3039 GOVERNOR DICK RESET                 APPROX.29.4 KM 2820247.2 |
 KW3021|---------------------------------------------------------------------|
 KW3021
 KW3021                          SUPERSEDED SURVEY CONTROL
 KW3021
 KW3021  NAD 83(1991)-  40 11 29.35353(N)    076 07 01.74884(W) AD(       ) 1
 KW3021  NAD 83(1986)-  40 11 29.35194(N)    076 07 01.75030(W) AD(       ) 1
 KW3021  NAD 27      -  40 11 29.01900(N)    076 07 02.94700(W) AD(       ) 1
 KW3021
 KW3021.Superseded values are not recommended for survey control.
 KW3021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3021.See file dsdata.txt to determine how the superseded data were derived.
 KW3021
 KW3021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK0490649609(NAD 83)
 KW3021_MARKER: DS = TRIANGULATION STATION DISK
 KW3021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3021_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KW3021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW3021+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2006
 KW3021
 KW3021  HISTORY     - Date     Condition        Report By
 KW3021  HISTORY     - 1935     MONUMENTED       CGS
 KW3021  HISTORY     - 1942     GOOD             CGS
 KW3021  HISTORY     - 1947     GOOD             AEROS
 KW3021  HISTORY     - 20060529 GOOD             GEOCAC
 KW3021
 KW3021                          STATION DESCRIPTION
 KW3021
 KW3021'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KW3021'THIS IS A FIRST-ORDER STATION LOCATED 3 MILES SE OF EPHRATA,
 KW3021'PENNSYLVANIA ON THE HIGHEST POINT OF HILL OWNED JOINTLY BY MR.
 KW3021'HILL AND MR. HUBERT ROUGH.  IT IS NOT KNOWN FOR SURE WHICH IS THE
 KW3021'OWNER OF THE PROPERTY WHERE THE TOWER IS LOCATED.  TOWER IS
 KW3021'LOCATED 5.87 METERS NE OF AN 8-INCH POPLAR TREE MARKED BY A
 KW3021'TRIANGULAR BLAZE, 7.36 METERS NW OF AN 11 -INCH OAK TREE MARKED BY A
 KW3021'TRIANGULAR BLAZE, 8.89 METERS WSW OF TWIN OAK TREES 10 AND 11 INCHES,
 KW3021'MARKED WITH A TRIANGULAR BLAZE.  MARK PROJECTS 8 INCHES.
 KW3021'
 KW3021'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KW3021'BRONZE DISKS SET IN CONCRETE.
 KW3021'
 KW3021'REFERENCE MARK NO. 1 IS 11.520 METERS SE OF THE STATION, SET IN A
 KW3021'SQUARE BLOCK OF CONCRETE THAT PROJECTS 7 INCHES.
 KW3021'
 KW3021'REFERENCE MARK NO. 2 IS 16.718 METERS SW OF THE STATION, PROJECTS 8
 KW3021'INCHES AND IS IN A SQUARE BLOCK OF CONCRETE.
 KW3021'
 KW3021'A 50-FOOT TOWER CLEARED ALL LINES.
 KW3021'
 KW3021'NO CUT-INS VISIBLE FROM THE GROUND.
 KW3021
 KW3021                          STATION RECOVERY (1942)
 KW3021
 KW3021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW3021'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND TO BE IN GOOD
 KW3021'CONDITION.  A NEW DESCRIPTION FOLLOWS-
 KW3021'
 KW3021'STATION IS LOCATED ABOUT 3 MILES SE OF THE TOWN OF EPHRATA AND ABOUT
 KW3021'3 MILES S OF THE TOWN OF DENVER.  STATION IS LOCATED ON THE
 KW3021'HIGHEST PART OF THE HILL 5.6 METERS NE OF AN 8-INCH POPLAR TREE, AND
 KW3021'7 METERS NW OF AN 11-INCH OAK TREE.  BOTH TREES HAVE TRIANGULAR
 KW3021'BLAZES.  MARK IS STAMPED COX 1935 AND PROJECTS ABOUT 8 INCHES.
 KW3021'
 KW3021'ALL MARKS ARE STANDARD DISKS.
 KW3021'
 KW3021'REFERENCE MARK NO. 1 IS 11.520 METERS SE OF THE STATION.  MARK IS
 KW3021'STAMPED COX NO. 1 1935 AND PROJECTS ABOUT 7 INCHES.
 KW3021'
 KW3021'REFERENCE MARK NO. 2 IS 16.718 METERS SW OF THE STATION AND ON THE
 KW3021'RIGHT SIDE OF THE DIM ROAD LEADING TO THE STATION.  MARK IS STAMPED
 KW3021'COX NO. 2 1935 AND PROJECTS ABOUT 8 INCHES.
 KW3021'
 KW3021'THERE IS NO SUITABLE PLACE FOR AN AZIMUTH MARK AND NONE WAS SET.
 KW3021'
 KW3021'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 222 AND 322
 KW3021'IN EPHRATA GO E ON U.S. HIGHWAY 222 FOR 2.7 MILES TO A SHARP TURN
 KW3021'LEFT IN THE ROAD, CONTINUE STRAIGHT AHEAD ON DIRT FARM ROAD FOR ABOUT
 KW3021'25 YARDS AND TURN LEFT ON A DIRT FARM ROAD FOR 0.1 MILE TO A DIRT
 KW3021'SIDE ROAD RIGHT, TURN RIGHT AND GO 0.55 MILE TO A T-INTERSECTION,
 KW3021'TURN LEFT ON DIRT FARM ROAD FOR 0.05 MILE TO A DIRT SIDE ROAD
 KW3021'RIGHT, TURN RIGHT AND GO 1.4 MILES TO A FORKS, TAKE LEFT FORK, MAIN
 KW3021'ROAD, AND GO 0.55 MILE TO A CULTIVATED FIELD AND SMALL SHACK ON
 KW3021'THE LEFT, TURN RIGHT AND DRIVE ALONG THE EDGE OF THE FIELD TO THE
 KW3021'NE CORNER, CONTINUE ON FOLLOWING DIM WOODS ROAD TO THE STATION, A
 KW3021'DISTANCE OF 0.1 MILE.
 KW3021
 KW3021                          STATION RECOVERY (1947)
 KW3021
 KW3021'RECOVERY NOTE BY AERO SERVICE CORPORATION 1947 (JW)
 KW3021'TO REACH THIS STATION FROM REAMSTOWN, PROCEED SE FROM REAMSTOWN
 KW3021'EXCHANGE BANK (AT JUNCTION OF RT 222 AND COUNTY ROAD) ON COUNTY ROAD
 KW3021'.5 MILE TO T-INTERSECTION OF ROADS, TURN RIGHT AND GO 0.9 MILE SW TO
 KW3021'CROSS ROADS, TURN LEFT ONTO WOOD ROAD AND GO SE 0.6 MILE TO N-S
 KW3021'FENCE AND VICINITY OF STATION.  STATION IS APPROXIMATELY 100 FEET SW
 KW3021'OF FENCE AT TOP OF ROCKY KNOLL.  STATION WAS FOUND IN GOOD
 KW3021'CONDITION.
 KW3021
 KW3021                          STATION RECOVERY (2006)
 KW3021
 KW3021'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW3021'STATION IS LOCATED ON THE PROPERTY OF THE WOODCREST RETREAT, BESIDE A
 KW3021'LARGE WHITE TANK USED FOR POTABLE WATER. TO REACH THE MARK FROM THE
 KW3021'ENTRANCE TO THE RETREAT PROCEED UP THE PAVED AND GRAVEL DRIVES UNTIL
 KW3021'REACHING THE TOP OF THE HILL AND THE TANK ON THE RIGHT. THE TANK IS
 KW3021'ACROSS THE GRAVEL ROAD FROM POWER POLE 41580 S31661.
 KW3021'THE STATION IS 15 FEET SOUTHEAST OF THE NORTHEAST LEG BASE OF THE
 KW3021'TANK.
 KW3021'REFERENCE MARK 1 IS AS DESCRIBED BUT IS TILTED 30 DEGREES.
 KW3021'REFERENCE MARK 2 IS 18.5 FEET SOUTHEAST OF THE SOUTHEAST BASE LEG OF
 KW3021'THE TANK, AT THE BASE OF A 20 INCH POPLAR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0295 ***********************************************************************
 KY0295  DESIGNATION -  CRAFTON 1
 KY0295  PID         -  KY0295
 KY0295  STATE/COUNTY-  PA/ALLEGHENY
 KY0295  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0295
 KY0295                         *CURRENT SURVEY CONTROL
 KY0295  ___________________________________________________________________
 KY0295* NAD 83(1986)-  40 25 33.     (N)    080 04 22.     (W)     SCALED    
 KY0295* NAVD 88     -       257.861  (meters)     846.00   (feet)  ADJUSTED  
 KY0295  ___________________________________________________________________
 KY0295  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KY0295  DYNAMIC HT  -         257.728 (meters)     845.56  (feet)  COMP
 KY0295  MODELED GRAV-     980,101.4   (mgal)                       NAVD 88
 KY0295
 KY0295  VERT ORDER  -  SECOND    CLASS 0
 KY0295
 KY0295.The horizontal coordinates were scaled from a topographic map and have
 KY0295.an estimated accuracy of +/- 6 seconds.
 KY0295
 KY0295.The orthometric height was determined by differential leveling
 KY0295.and adjusted by the National Geodetic Survey in June 1991..
 KY0295
 KY0295.The geoid height was determined by GEOID03.
 KY0295
 KY0295.The dynamic height is computed by dividing the NAVD 88
 KY0295.geopotential number by the normal gravity value computed on the
 KY0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0295.degrees latitude (g = 980.6199 gals.).
 KY0295
 KY0295.The modeled gravity was interpolated from observed gravity values.
 KY0295
 KY0295;                    North         East    Units  Estimated Accuracy
 KY0295;SPC PA S     -   123,900.      402,920.      MT  (+/- 180 meters Scaled)
 KY0295
 KY0295                          SUPERSEDED SURVEY CONTROL
 KY0295
 KY0295  NGVD 29 (??/??/92)  258.006  (m)          846.47   (f) ADJ UNCH    2 0
 KY0295
 KY0295.Superseded values are not recommended for survey control.
 KY0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0295.See file dsdata.txt to determine how the superseded data were derived.
 KY0295
 KY0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE786754(NAD 83)
 KY0295_MARKER: DB = BENCH MARK DISK
 KY0295_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0295_SP_SET: OVERPASS
 KY0295_STAMPING: CRAFTON NO 1 1935
 KY0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0295
 KY0295  HISTORY     - Date     Condition        Report By
 KY0295  HISTORY     - 1935     MONUMENTED       CGS
 KY0295  HISTORY     - 1960     GOOD             NGS
 KY0295  HISTORY     - 19920623 MARK NOT FOUND   USGS
 KY0295  HISTORY     - 20040521 MARK NOT FOUND   USPSQD
 KY0295
 KY0295                          STATION DESCRIPTION
 KY0295
 KY0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0295'AT IDLEWOOD.
 KY0295'AT IDLEWOOD, ALONG THE PENNSYLVANIA RAILROAD, AT OVERPASS
 KY0295'6/75 OVER IDLEWOOD ROAD, SET IN THE TOP OF CONCRETE RAILING
 KY0295'OF OVERPASS, 3.8 FEET NORTHWEST OF NORTHWEST RAIL OF TWO TRACKS,
 KY0295'106 FEET SOUTHWEST OF SOUTHWEST EDGE OF FLAG STATION AT IDLEWOOD,
 KY0295'9 FEET NORTHEAST OF NORTHEAST END OF STEEL RAILING OF BRIDGE
 KY0295'AND ABOUT 3 FEET BELOW LEVEL OF TRACK.
 KY0295
 KY0295                          STATION RECOVERY (1992)
 KY0295
 KY0295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 KY0295'MARK NOT FOUND.
 KY0295
 KY0295                          STATION RECOVERY (2004)
 KY0295
 KY0295'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 KY0295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0570 ***********************************************************************
 MA0570  DESIGNATION -  CRAMER
 MA0570  PID         -  MA0570
 MA0570  STATE/COUNTY-  PA/JEFFERSON
 MA0570  USGS QUAD   -  DU BOIS (1994)
 MA0570
 MA0570                         *CURRENT SURVEY CONTROL
 MA0570  ___________________________________________________________________
 MA0570* NAD 83(1992)-  41 00 53.97477(N)    078 48 55.03862(W)     ADJUSTED  
 MA0570* NAVD 88     -       490.711  (meters)    1609.94   (feet)  ADJUSTED  
 MA0570  ___________________________________________________________________
 MA0570  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 MA0570  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 MA0570  DYNAMIC HT  -         490.475 (meters)    1609.17  (feet)  COMP
 MA0570  MODELED GRAV-     980,127.2   (mgal)                       NAVD 88
 MA0570
 MA0570  HORZ ORDER  -  SECOND
 MA0570  VERT ORDER  -  SECOND    CLASS 0
 MA0570
 MA0570.The horizontal coordinates were established by classical geodetic methods
 MA0570.and adjusted by the National Geodetic Survey in June 2002..
 MA0570
 MA0570.The orthometric height was determined by differential leveling
 MA0570.and adjusted by the National Geodetic Survey in June 1991..
 MA0570
 MA0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA0570
 MA0570.The geoid height was determined by GEOID03.
 MA0570
 MA0570.The dynamic height is computed by dividing the NAVD 88
 MA0570.geopotential number by the normal gravity value computed on the
 MA0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0570.degrees latitude (g = 980.6199 gals.).
 MA0570
 MA0570.The modeled gravity was interpolated from observed gravity values.
 MA0570
 MA0570;                    North         East     Units Scale Factor Converg.
 MA0570;SPC PA N     -    94,760.825   510,395.997   MT  0.99998136   -0 42 17.0
 MA0570;SPC PA N     -   310,894.47  1,674,524.20   sFT  0.99998136   -0 42 17.0
 MA0570;UTM  17      - 4,542,720.449   683,702.201   MT  1.00001536   +1 26 02.9
 MA0570
 MA0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA0570!SPC PA N     -   0.99992812  x   0.99998136  =   0.99990948
 MA0570!UTM  17      -   0.99992812  x   1.00001536  =   0.99994348
 MA0570
 MA0570:                Primary Azimuth Mark                     Grid Az
 MA0570:SPC PA N     -  LUTHERSBURG GAS CORP MICROWAVE           051 10 22.6
 MA0570:UTM  17      -  LUTHERSBURG GAS CORP MICROWAVE           049 02 02.7
 MA0570
 MA0570|---------------------------------------------------------------------|
 MA0570| PID    Reference Object                     Distance      Geod. Az  |
 MA0570|                                                           dddmmss.s |
 MA0570| MA2262 LUTHERSBURG GAS CORP MICROWAVE      APPROX. 9.1 KM 0502805.6 |
 MA0570| MA2264 LUTHERSBURG RAD WCED FM MAST        APPROX.10.0 KM 0701800.9 |
 MA0570| MA0569 CRAMER RM 2                           6.516 METERS 16435     |
 MA0570| MA0572 CRAMER AZ MK                                       1684158.6 |
 MA0570| MA0571 CRAMER RM 1                           7.434 METERS 34523     |
 MA0570|---------------------------------------------------------------------|
 MA0570
 MA0570                          SUPERSEDED SURVEY CONTROL
 MA0570
 MA0570  NAD 83(1986)-  41 00 53.97788(N)    078 48 55.04306(W) AD(       ) 2
 MA0570  NAD 27      -  41 00 53.75382(N)    078 48 55.92650(W) AD(       ) 2
 MA0570  NGVD 29 (??/??/92)  490.867  (m)         1610.45   (f) ADJ UNCH    2 0
 MA0570
 MA0570.Superseded values are not recommended for survey control.
 MA0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0570.See file dsdata.txt to determine how the superseded data were derived.
 MA0570
 MA0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF8370242720(NAD 83)
 MA0570_MARKER: DE = TRAVERSE STATION DISK
 MA0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0570_STAMPING: CRAMER 1967
 MA0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0570+STABILITY: SURFACE MOTION
 MA0570
 MA0570  HISTORY     - Date     Condition        Report By
 MA0570  HISTORY     - 1967     MONUMENTED       CGS
 MA0570  HISTORY     - 1967     GOOD             CGS
 MA0570
 MA0570                          STATION DESCRIPTION
 MA0570
 MA0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MA0570'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTH OF SYKESVILLE, 1.5 MILES
 MA0570'WEST-SOUTHWEST OF TROUTVILLE AND 0.8 MILE EAST OF
 MA0570'CRAMER.  IT IS ON A LOW BARE HILL ON PROPERTY OWNED BY MR. MAX
 MA0570'WEBBER.
 MA0570'
 MA0570'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 410 AND 952,
 MA0570'ABOUT 1 MILE EAST OF CRAMER, GO NORTHEAST ON STATE HIGHWAY
 MA0570'410 FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 MA0570'NORTHEAST ON STATE HIGHWAY 410 FOR 0.05 MILE TO A SIDE
 MA0570'ROAD LEFT, TURN LEFT AND GO NORTH ON THE GRAVELED ROAD FOR 0.2 MILE
 MA0570'TO THE TOP OF HILL AND THE STATION ON THE RIGHT.
 MA0570'
 MA0570'THE STATION MARK IS 12 FEET EAST OF THE APPROXIMATE CENTER OF THE
 MA0570'GRAVELED ROAD, 6 FEET SOUTH-SOUTHWEST OF A TRIANGULAR
 MA0570'BLAZED WILD CHERRY TREE, 3.3 FEET NORTHWEST OF A METAL WITNESS POST
 MA0570'AND 2 FEET WEST OF A WIRE FENCE.  THE MARK IS A STANDARD TRAVERSE
 MA0570'DISK SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 1-INCH AND IS
 MA0570'STAMPED CRAMER 1967.
 MA0570'
 MA0570'REFERENCE MARK NO. 1 IS 27.3 FEET NORTH OF A METAL WITNESS POST, 13
 MA0570'FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD
 MA0570'AND 0.5 FEET WEST OF THE WIRE FENCE.  THE MARK IS A STANDARD DISK SET
 MA0570'IN THE TOP OF A ROUND CONCRETE POST PROJECTING 2
 MA0570'INCHES AND IS STAMPED CRAMER NO 1 1967.
 MA0570'
 MA0570'REFERENCE MARK NO. 2 IS 18.4 FEET SOUTH OF A METAL WITNESS POST, 12
 MA0570'FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD
 MA0570'AND 1-FOOT WEST OF THE WIRE FENCE.  THE MARK IS A STANDARD DISK SET
 MA0570'IN THE TOP OF A ROUND CONCRETE POST PROJECTING 4
 MA0570'INCHES AND IS STAMPED CRAMER NO 2 1967.
 MA0570'
 MA0570'THE AZIMUTH MARK IS 20 FEET EAST-SOUTHEAST OF THE APPROXIMATE CENTER
 MA0570'OF STATE HIGHWAY 410, 2.1 FEET WEST-SOUTHWEST OF A METAL
 MA0570'WITNESS POST AND 1-FOOT SOUTH-SOUTHWEST OF A TELEPHONE POLE.  THE
 MA0570'MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 MA0570'POST PROJECTING 4 INCHES AND IS STAMPED CRAMER 1967.
 MA0570
 MA0570                          STATION RECOVERY (1967)
 MA0570
 MA0570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 MA0570'2 MI SW FROM TROUTVILLE.
 MA0570'ABOUT 1.8 MILES SOUTHWEST ALONG STATE HIGHWAY 410 FROM THE
 MA0570'MAIN CROSSROAD IN TROUTVILLE TO A DIRT ROAD RIGHT, THENCE,
 MA0570'0.2 MILE NORTHERLY, 12 FEET EAST OF THE APPROXIMATELY CENTER OF
 MA0570'THE ROAD, 24.4 FEET SOUTH OF THE RM 1, 21.38 FEET NORTH OF RM 2,
 MA0570'6 FEET SOUTH OF A TRIANGULAR BLAZED WILD CHERRY TREE, 3.3 FEET
 MA0570'NORTHWEST OF A METAL WITNESS SIGN, 2 FEET WEST OF A WIRE FENCE,
 MA0570'SET IN THE TOP OF A CONCRETE POST PROJECTING 1-INCH AND IS ABOUT
 MA0570'50 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0572 ***********************************************************************
 MA0572  DESIGNATION -  CRAMER AZ MK
 MA0572  PID         -  MA0572
 MA0572  STATE/COUNTY-  PA/JEFFERSON
 MA0572  USGS QUAD   -  DU BOIS (1994)
 MA0572
 MA0572                         *CURRENT SURVEY CONTROL
 MA0572  ___________________________________________________________________
 MA0572* NAD 83(1986)-  41 00 40.     (N)    078 48 52.     (W)     SCALED    
 MA0572* NAVD 88     -       465.910  (meters)    1528.57   (feet)  ADJUSTED  
 MA0572  ___________________________________________________________________
 MA0572  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 MA0572  DYNAMIC HT  -         465.685 (meters)    1527.83  (feet)  COMP
 MA0572  MODELED GRAV-     980,126.2   (mgal)                       NAVD 88
 MA0572
 MA0572  VERT ORDER  -  SECOND    CLASS 0
 MA0572
 MA0572.The horizontal coordinates were scaled from a topographic map and have
 MA0572.an estimated accuracy of +/- 6 seconds.
 MA0572
 MA0572.The orthometric height was determined by differential leveling
 MA0572.and adjusted by the National Geodetic Survey in June 1991..
 MA0572
 MA0572.The geoid height was determined by GEOID03.
 MA0572
 MA0572.The dynamic height is computed by dividing the NAVD 88
 MA0572.geopotential number by the normal gravity value computed on the
 MA0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0572.degrees latitude (g = 980.6199 gals.).
 MA0572
 MA0572.The modeled gravity was interpolated from observed gravity values.
 MA0572
 MA0572;                    North         East    Units  Estimated Accuracy
 MA0572;SPC PA N     -    94,330.      510,460.      MT  (+/- 180 meters Scaled)
 MA0572
 MA0572                          SUPERSEDED SURVEY CONTROL
 MA0572
 MA0572  NGVD 29 (??/??/92)  466.065  (m)         1529.08   (f) ADJ UNCH    2 0
 MA0572
 MA0572.Superseded values are not recommended for survey control.
 MA0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0572.See file dsdata.txt to determine how the superseded data were derived.
 MA0572
 MA0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF837422(NAD 83)
 MA0572_MARKER: DZ = AZIMUTH MARK DISK
 MA0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0572_STAMPING: CRAMER 1967
 MA0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0572+STABILITY: SURFACE MOTION
 MA0572
 MA0572  HISTORY     - Date     Condition        Report By
 MA0572  HISTORY     - 1967     MONUMENTED       CGS
 MA0572
 MA0572                          STATION DESCRIPTION
 MA0572
 MA0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MA0572'1.9 MI SW FROM TROUTVILLE.
 MA0572'ABOUT 1.9 MILES SOUTHWEST ALONG STATE HIGHWAY 410 FROM THE
 MA0572'MAIN CROSSROAD IN TROUTVILLE, 20 FEET SOUTHEAST OF THE CENTERLINE
 MA0572'OF HIGHWAY, 2.1 FEET SOUTHWEST OF A METAL WITNESS SIGN, 1.0 FOOT
 MA0572'SOUTHWEST OF A TELEPHONE POLE, SET IN THE TOP OF A CONCRETE POST
 MA0572'PROJECTING 4-INCHES AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE
 MA0572'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0571 ***********************************************************************
 MA0571  DESIGNATION -  CRAMER RM 1
 MA0571  PID         -  MA0571
 MA0571  STATE/COUNTY-  PA/JEFFERSON
 MA0571  USGS QUAD   -  DU BOIS (1994)
 MA0571
 MA0571                         *CURRENT SURVEY CONTROL
 MA0571  ___________________________________________________________________
 MA0571* NAD 83(1986)-  41 00 53.     (N)    078 48 54.     (W)     SCALED    
 MA0571* NAVD 88     -       491.059  (meters)    1611.08   (feet)  ADJUSTED  
 MA0571  ___________________________________________________________________
 MA0571  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 MA0571  DYNAMIC HT  -         490.822 (meters)    1610.31  (feet)  COMP
 MA0571  MODELED GRAV-     980,127.2   (mgal)                       NAVD 88
 MA0571
 MA0571  VERT ORDER  -  SECOND    CLASS 0
 MA0571
 MA0571.The horizontal coordinates were scaled from a topographic map and have
 MA0571.an estimated accuracy of +/- 6 seconds.
 MA0571
 MA0571.The orthometric height was determined by differential leveling
 MA0571.and adjusted by the National Geodetic Survey in June 1991..
 MA0571
 MA0571.The geoid height was determined by GEOID03.
 MA0571
 MA0571.The dynamic height is computed by dividing the NAVD 88
 MA0571.geopotential number by the normal gravity value computed on the
 MA0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0571.degrees latitude (g = 980.6199 gals.).
 MA0571
 MA0571.The modeled gravity was interpolated from observed gravity values.
 MA0571
 MA0571;                    North         East    Units  Estimated Accuracy
 MA0571;SPC PA N     -    94,730.      510,420.      MT  (+/- 180 meters Scaled)
 MA0571
 MA0571                          SUPERSEDED SURVEY CONTROL
 MA0571
 MA0571  NGVD 29 (??/??/92)  491.215  (m)         1611.59   (f) ADJ UNCH    2 0
 MA0571
 MA0571.Superseded values are not recommended for survey control.
 MA0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0571.See file dsdata.txt to determine how the superseded data were derived.
 MA0571
 MA0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF837426(NAD 83)
 MA0571_MARKER: DR = REFERENCE MARK DISK
 MA0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0571_STAMPING: CRAMER NO 1 1967
 MA0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0571+STABILITY: SURFACE MOTION
 MA0571
 MA0571  HISTORY     - Date     Condition        Report By
 MA0571  HISTORY     - 1967     MONUMENTED       CGS
 MA0571
 MA0571                          STATION DESCRIPTION
 MA0571
 MA0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MA0571'2 MI SW FROM TROUTVILLE.
 MA0571'AT THE CRAMER STATION SITE-- 24.40 FEET NORTH OF THE STATION,
 MA0571'27.3 FEET NORTH OF A METAL WITNESS SIGN, 13 FEET EAST OF THE
 MA0571'APPROXIMATE CENTER OF THE ROAD, 0.5 FOOT WEST OF THE WIRE FENCE,
 MA0571'SET IN THE TOP OF A CONCRETE POST PROJECTING 2-INCHES AND IS
 MA0571'ABOUT LEVEL WITH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0569 ***********************************************************************
 MA0569  DESIGNATION -  CRAMER RM 2
 MA0569  PID         -  MA0569
 MA0569  STATE/COUNTY-  PA/JEFFERSON
 MA0569  USGS QUAD   -  DU BOIS (1994)
 MA0569
 MA0569                         *CURRENT SURVEY CONTROL
 MA0569  ___________________________________________________________________
 MA0569* NAD 83(1986)-  41 00 53.     (N)    078 48 54.     (W)     SCALED    
 MA0569* NAVD 88     -       490.465  (meters)    1609.13   (feet)  ADJUSTED  
 MA0569  ___________________________________________________________________
 MA0569  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 MA0569  DYNAMIC HT  -         490.229 (meters)    1608.36  (feet)  COMP
 MA0569  MODELED GRAV-     980,127.2   (mgal)                       NAVD 88
 MA0569
 MA0569  VERT ORDER  -  SECOND    CLASS 0
 MA0569
 MA0569.The horizontal coordinates were scaled from a topographic map and have
 MA0569.an estimated accuracy of +/- 6 seconds.
 MA0569
 MA0569.The orthometric height was determined by differential leveling
 MA0569.and adjusted by the National Geodetic Survey in June 1991..
 MA0569
 MA0569.The geoid height was determined by GEOID03.
 MA0569
 MA0569.The dynamic height is computed by dividing the NAVD 88
 MA0569.geopotential number by the normal gravity value computed on the
 MA0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0569.degrees latitude (g = 980.6199 gals.).
 MA0569
 MA0569.The modeled gravity was interpolated from observed gravity values.
 MA0569
 MA0569;                    North         East    Units  Estimated Accuracy
 MA0569;SPC PA N     -    94,730.      510,420.      MT  (+/- 180 meters Scaled)
 MA0569
 MA0569                          SUPERSEDED SURVEY CONTROL
 MA0569
 MA0569  NGVD 29 (??/??/92)  490.621  (m)         1609.65   (f) ADJ UNCH    2 0
 MA0569
 MA0569.Superseded values are not recommended for survey control.
 MA0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0569.See file dsdata.txt to determine how the superseded data were derived.
 MA0569
 MA0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF837426(NAD 83)
 MA0569_MARKER: DR = REFERENCE MARK DISK
 MA0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0569_STAMPING: CRAMER NO 2 1967
 MA0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0569+STABILITY: SURFACE MOTION
 MA0569
 MA0569  HISTORY     - Date     Condition        Report By
 MA0569  HISTORY     - 1967     MONUMENTED       CGS
 MA0569
 MA0569                          STATION DESCRIPTION
 MA0569
 MA0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MA0569'2 MI SW FROM TROUTVILLE.
 MA0569'AT THE CRAMER STATION SITE-- 21.38 FEET SOUTH OF THE STATION,
 MA0569'18.4 FEET SOUTH OF THE STATION, 12 FEET EAST OF THE APPROXIMATE
 MA0569'CENTER OF THE ROAD, 1.0 FOOT WEST OF THE WIRE FENCE, SET IN
 MA0569'THE TOP OF A CONCRETE POST PROJECTING 4-INCHES AND IS ABOUT
 MA0569'LEVEL WITH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3053 ***********************************************************************
 JU3053  DESIGNATION -  CRAMPS
 JU3053  PID         -  JU3053
 JU3053  STATE/COUNTY-  PA/PHILADELPHIA
 JU3053  USGS QUAD   -  CAMDEN (1995)
 JU3053
 JU3053                         *CURRENT SURVEY CONTROL
 JU3053  ___________________________________________________________________
 JU3053* NAD 83(1992)-  39 58 07.87786(N)    075 07 07.19448(W)     ADJUSTED  
 JU3053* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3053  ___________________________________________________________________
 JU3053  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 JU3053  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JU3053
 JU3053  HORZ ORDER  -  THIRD
 JU3053
 JU3053.The horizontal coordinates were established by classical geodetic methods
 JU3053.and adjusted by the National Geodetic Survey in June 2002..
 JU3053
 JU3053.The orthometric height was scaled from a topographic map.
 JU3053
 JU3053.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3053
 JU3053.The geoid height was determined by GEOID03.
 JU3053
 JU3053;                    North         East     Units Scale Factor Converg.
 JU3053;SPC PA S     -    73,913.818   824,767.419   MT  0.99999464   +1 42 25.9
 JU3053;SPC PA S     -   242,498.92  2,705,924.44   sFT  0.99999464   +1 42 25.9
 JU3053;SPC NJ       -   126,239.874    97,150.908   MT  0.99993437   -0 23 50.7
 JU3053;SPC NJ       -   414,171.99    318,735.94   sFT  0.99993437   -0 23 50.7
 JU3053;UTM  18      - 4,424,307.174   489,866.178   MT  0.99960126   -0 04 34.4
 JU3053
 JU3053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3053!SPC PA S     -   1.00000506  x   0.99999464  =   0.99999970
 JU3053!SPC NJ       -   1.00000506  x   0.99993437  =   0.99993943
 JU3053!UTM  18      -   1.00000506  x   0.99960126  =   0.99960632
 JU3053
 JU3053|---------------------------------------------------------------------|
 JU3053| PID    Reference Object                     Distance      Geod. Az  |
 JU3053|                                                           dddmmss.s |
 JU3053| CB1392 CRAMPS RM 2                           6.435 METERS 06334     |
 JU3053| JU3061 CAMDEN HIGHLAND WORSTED CHIM        APPROX. 2.0 KM 1611005.4 |
 JU3053| JU3052 CAMDEN COURTHOUSE BALL              APPROX. 2.7 KM 1811452.1 |
 JU3053| JU3047 CAMDEN N BAPTIST CHURCH DOME        APPROX. 2.2 KM 1872928.1 |
 JU3053| JU3045 CAMDEN COOPER POINT TANK            APPROX. 1.3 KM 1951123.6 |
 JU3053| JU3106 PHILADELPHIA PENN STATUE HAT        APPROX. 4.2 KM 2445727.3 |
 JU3053| CB1391 CRAMPS RM 1                           6.780 METERS 28942     |
 JU3053|---------------------------------------------------------------------|
 JU3053
 JU3053                          SUPERSEDED SURVEY CONTROL
 JU3053
 JU3053  NAD 83(1996)-  39 58 07.87788(N)    075 07 07.19445(W) AD(       ) 3
 JU3053  NAD 83(1991)-  39 58 07.87607(N)    075 07 07.19627(W) AD(       ) 3
 JU3053  NAD 83(1986)-  39 58 07.87360(N)    075 07 07.19536(W) AD(       ) 3
 JU3053  NAD 27      -  39 58 07.47300(N)    075 07 08.56300(W) AD(       ) 3
 JU3053
 JU3053.Superseded values are not recommended for survey control.
 JU3053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3053.See file dsdata.txt to determine how the superseded data were derived.
 JU3053
 JU3053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8986624307(NAD 83)
 JU3053_MARKER: DD = SURVEY DISK
 JU3053_SETTING: 0 = UNSPECIFIED SETTING
 JU3053_STAMPING: CRAMPS 1925-1977
 JU3053_MARK LOGO: NOS   
 JU3053_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3053
 JU3053  HISTORY     - Date     Condition        Report By
 JU3053  HISTORY     - 1925     MONUMENTED       CGS
 JU3053  HISTORY     - 1925     GOOD             NOS
 JU3053  HISTORY     - 1946     GOOD             CGS
 JU3053  HISTORY     - 19780101 GOOD             NOS
 JU3053
 JU3053                          STATION DESCRIPTION
 JU3053
 JU3053'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 JU3053'LOCATED ON CRAMPS COAL DOCK, PIER 77 S, PHILADELPHIA.  STATION IS
 JU3053'MARKED BY STANDARD DISK CEMENTED IN DRILLED HOLE
 JU3053'IN CONCRETE BULKHEAD.  REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN
 JU3053'DRILLED HOLES IN CONCRETE BULKHEAD.  STATION IS 1.7 FEET
 JU3053'FROM INNER EDGE OF WOODEN RAIL ALONG OUTER EDGE OF DOCK, AND 15.8
 JU3053'FEET FROM MOORING POST NEAR LOWER OUTER END OF DOCK.
 JU3053'
 JU3053'HEIGHT OF SIGNAL ABOVE STATION MARK 2.5 METERS.
 JU3053
 JU3053                          STATION RECOVERY (1925)
 JU3053
 JU3053'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1925
 JU3053'RECOVERED IN GOOD CONDITION.
 JU3053
 JU3053                          STATION RECOVERY (1946)
 JU3053
 JU3053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3053'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 JU3053'ORIGINAL 1925 DESCRIPTION IS ADEQUATE.  DISTANCES
 JU3053'TO RMS WERE MEASURED AND FOUND TO BE CORRECT.
 JU3053
 JU3053                          STATION RECOVERY (1978)
 JU3053
 JU3053'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1978
 JU3053'THE STATION IS LOCATED ON THE NORTHERN SHORE OF THE DELAWARE RIVER
 JU3053'ACROSS FROM PETTY ISLAND.
 JU3053'TO REACH STATION PROCEED TO CRAMPS COAL DOCK, PIER 77 S, IN
 JU3053'PHILADELPHIA.
 JU3053'STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A CONCRETE
 JU3053'BULKHEAD.  IT IS LOCATED 0.52 M (1.7 FT) FROM INNER EDGE OF WOODEN
 JU3053'RAIL ALONG OUTER EDGE OF DOCK AND 4.82 M (15.8 FT) FROM MOORING POST
 JU3053'NEAR LOWER OUTER END OF DOCK.
 JU3053'REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN DRILL HOLES IN A
 JU3053'CONCRETE BULKHEAD.  RM 1 IS LOCATED 6.78 M (22.2 FT) FROM THE STATION
 JU3053'AND RM 2 IS LOCATED 6.435 M (21.1 FT) FROM THE STATION.
 JU3053'STATION WAS RECOVERED IN 1978 IN GOOD CONDITION.  THE STATION WAS
 JU3053'REMARKED BY NGS IN 1977 AND STAMPED---CRAMPS 1925-1977---.  A NEW
 JU3053'POSITION WAS DETERMINED USING THE 1978 FIELD WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2172 ***********************************************************************
 MA2172  DESIGNATION -  CRANDALL
 MA2172  PID         -  MA2172
 MA2172  STATE/COUNTY-  PA/POTTER
 MA2172  USGS QUAD   -  COUDERSPORT (1983)
 MA2172
 MA2172                         *CURRENT SURVEY CONTROL
 MA2172  ___________________________________________________________________
 MA2172* NAD 83(1992)-  41 51 13.05617(N)    078 04 31.27869(W)     ADJUSTED  
 MA2172* NAVD 88     -       743.1    (meters)    2438.     (feet)  VERTCON   
 MA2172  ___________________________________________________________________
 MA2172  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 MA2172  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 MA2172
 MA2172  HORZ ORDER  -  FIRST
 MA2172
 MA2172.The horizontal coordinates were established by classical geodetic methods
 MA2172.and adjusted by the National Geodetic Survey in June 2002..
 MA2172
 MA2172.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2172
 MA2172.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2172
 MA2172.The geoid height was determined by GEOID03.
 MA2172
 MA2172;                    North         East     Units Scale Factor Converg.
 MA2172;SPC PA N     -   187,397.921   572,982.835   MT  0.99998578   -0 12 54.8
 MA2172;SPC PA N     -   614,821.35  1,879,861.18   sFT  0.99998578   -0 12 54.8
 MA2172;UTM  17      - 4,637,661.017   742,778.152   MT  1.00032535   +1 57 08.5
 MA2172;UTM  18      - 4,638,098.538   244,709.905   MT  1.00040205   -2 03 11.1
 MA2172
 MA2172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2172!SPC PA N     -   0.99988841  x   0.99998578  =   0.99987419
 MA2172!UTM  17      -   0.99988841  x   1.00032535  =   1.00021372
 MA2172!UTM  18      -   0.99988841  x   1.00040205  =   1.00029041
 MA2172
 MA2172:                Primary Azimuth Mark                     Grid Az
 MA2172:SPC PA N     -  COUDERSPORT TENN GAS CO MAST             091 29 22.7
 MA2172:UTM  17      -  COUDERSPORT TENN GAS CO MAST             089 19 19.4
 MA2172:UTM  18      -  COUDERSPORT TENN GAS CO MAST             093 19 39.0
 MA2172
 MA2172|---------------------------------------------------------------------|
 MA2172| PID    Reference Object                     Distance      Geod. Az  |
 MA2172|                                                           dddmmss.s |
 MA2172| MA2175 COUDERSPORT TENN GAS CO MAST        APPROX. 6.0 KM 0911627.9 |
 MA2172| CJ9577 CRANDALL RM 1                        21.801 METERS 13154     |
 MA2172| MA2173 CRANDALL HILL LOT 1967               19.667 METERS 13948     |
 MA2172| CJ9576 CRANDALL AZ MK                                     2623423.5 |
 MA2172| CJ9578 CRANDALL RM 2                        19.732 METERS 28930     |
 MA2172|---------------------------------------------------------------------|
 MA2172
 MA2172                          SUPERSEDED SURVEY CONTROL
 MA2172
 MA2172  NAD 83(1996)-  41 51 13.05570(N)    078 04 31.28008(W) AD(       ) 1
 MA2172  NAD 83(1986)-  41 51 13.05704(N)    078 04 31.27766(W) AD(       ) 1
 MA2172  NAD 27      -  41 51 12.82062(N)    078 04 32.25817(W) AD(       ) 1
 MA2172  NGVD 29 (07/19/86)  743.2    (m)         2438.     (f) VERT ANG       
 MA2172
 MA2172.Superseded values are not recommended for survey control.
 MA2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2172.See file dsdata.txt to determine how the superseded data were derived.
 MA2172
 MA2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG4277837661(NAD 83)
 MA2172_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2172_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MA2172
 MA2172  HISTORY     - Date     Condition        Report By
 MA2172  HISTORY     - 1967     MONUMENTED       CGS
 MA2172
 MA2172                          STATION DESCRIPTION
 MA2172
 MA2172'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 MA2172'IT WAS NOT FEASIBLE TO MEASURE BETWEEN R.M.S DUE TO TREES ON LINE.
 MA2172'
 MA2172'THE STATION IS LOCATED ON A HIGH WOODED HILL, AT THE SITE OF THE
 MA2172'CRANDALL HILL LOOKOUT TOWER, ABOUT 7-1/2 MILES NORTHWEST OF
 MA2172'COUDERSPORT, 6 MILES NORTHEAST OF ROULETTE, 6 MILES SOUTHWEST OF
 MA2172'OSWAYO AND ON PROPERTY OF THE STATE GAME COMMISSION.
 MA2172'
 MA2172'TO REACH THE STATION FROM THE POST OFFICE IN ROULETTE, GO WEST ON
 MA2172'U.S. HIGHWAY 6 FOR 0.45 MILE TO A CROSSROAD AND A SIGN WHICH
 MA2172'READS CLARA 10, CONEVILLE 13.  TURN RIGHT AND GO NORTH AND EAST ON A
 MA2172'PAVED ROAD FOR 1.1 MILES TO A FORK.  BEAR RIGHT, CONTINUE
 MA2172'NORTH AND EAST ON THE PAVED ROAD FOR 5.65 MILES TO A T-ROAD AT SIGN
 MA2172'WHICH READS SHINGLEHOUSE 13, COUDERSPORT 7.  TURN LEFT
 MA2172'AND GO NORTH ON A PAVED ROAD FOR 0.1 MILE TO A FORK.  BEAR LEFT AND
 MA2172'GO NORTH ON A PAVED ROAD FOR 0.1 MILE TO A SIDE ROAD LEFT AT
 MA2172'THE SOUTHEAST CORNER OF A CEMETERY.  CONTINUE NORTH ON THE
 MA2172'PAVED ROAD FOR 0.3 MILE TO THE END OF THE PAVED ROAD.  CONTINUE NORTH
 MA2172'ON A DIRT ROAD FOR 0.5 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 MA2172'GO WEST ON A TRACK ROAD FOR 0.25 MILE TO THE TOP OF THE HILL, THE
 MA2172'LOOKOUT TOWER AND THE STATION ON THE RIGHT.
 MA2172'
 MA2172'THE STATION MARK IS A STANDARD DISK STAMPED CRANDALL 1967, SET IN THE
 MA2172'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 MA2172'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 69.6 FEET WEST-NORTHWEST
 MA2172'OF POWER LINE POLE NO. 6AB23A3 WITH TRANSFORMER, 56 FEET NORTHWEST
 MA2172'OF THE NORTH LEG OF THE LOOKOUT TOWER AND 35.7 FEET NORTH OF THE
 MA2172'NORTHWEST CORNER OF A METAL COVERED FRAME BUILDING
 MA2172'WHICH IS PAINTED RED.
 MA2172'
 MA2172'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CRANDALL NO 1 1967,
 MA2172'CEMENTED IN A DRILL HOLE IN THE EAST CONCRETE
 MA2172'BASE FOR THE EAST LEG OF THE LOOKOUT TOWER.  IT IS 24.7 FEET
 MA2172'SOUTHEAST OF POWER LINE POLE NO. 6AB23A3 AND ABOUT 5 FEET
 MA2172'HIGHER IN ELEVATION THAN THE STATION MARK.
 MA2172'
 MA2172'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CRANDALL NO 2 1967, SET
 MA2172'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 MA2172'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 44 FEET NORTH OF THE
 MA2172'CENTER OF A TRACK ROAD, 39 FEET EAST OF A NORTH-SOUTH FENCE LINE
 MA2172'AND 1.6 FEET EAST-NORTH OF A METAL WITNESS POST.
 MA2172'
 MA2172'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CRANDALL 1967, SET IN THE
 MA2172'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 MA2172'WITH THE GROUND.  IT IS 102 FEET NORTH OF A EAST-WEST FENCE LINE, 94
 MA2172'FEET WEST OF A TREE WHICH IS 2 FEET IN DIAMETER AND LEANING TO
 MA2172'THE NORTH, 3 FEET NORTHEAST OF A METAL WITNESS POST AND NEAR THE
 MA2172'SOUTHEAST CORNER OF A WOODED AREA.
 MA2172'
 MA2172'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A TRACK ROAD
 MA2172'FOR 0.05 MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND GO WEST
 MA2172'ALONG THE NORTH EDGE OF A EAST-WEST FENCE LINE ATOP A RIDGE ACROSS A
 MA2172'HAYFIELD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 MA2172'
 MA2172'HEIGHT OF LIGHT ABOVE STATION MARK 26.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2173 ***********************************************************************
 MA2173  DESIGNATION -  CRANDALL HILL LOT 1967
 MA2173  PID         -  MA2173
 MA2173  STATE/COUNTY-  PA/POTTER
 MA2173  USGS QUAD   -  COUDERSPORT (1983)
 MA2173
 MA2173                         *CURRENT SURVEY CONTROL
 MA2173  ___________________________________________________________________
 MA2173* NAD 83(1992)-  41 51 12.56931(N)    078 04 30.72834(W)     ADJUSTED  
 MA2173* NAVD 88     -                                                        
 MA2173  ___________________________________________________________________
 MA2173  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 MA2173  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 MA2173
 MA2173  HORZ ORDER  -  THIRD
 MA2173
 MA2173.The horizontal coordinates were established by classical geodetic methods
 MA2173.and adjusted by the National Geodetic Survey in June 2002..
 MA2173
 MA2173
 MA2173.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2173
 MA2173.The geoid height was determined by GEOID03.
 MA2173
 MA2173;                    North         East     Units Scale Factor Converg.
 MA2173;SPC PA N     -   187,382.852   572,995.473   MT  0.99998576   -0 12 54.5
 MA2173;SPC PA N     -   614,771.91  1,879,902.65   sFT  0.99998576   -0 12 54.5
 MA2173;UTM  17      - 4,637,646.432   742,791.355   MT  1.00032543   +1 57 08.9
 MA2173;UTM  18      - 4,638,083.065   244,722.058   MT  1.00040198   -2 03 10.7
 MA2173
 MA2173                          SUPERSEDED SURVEY CONTROL
 MA2173
 MA2173  NAD 83(1996)-  41 51 12.56884(N)    078 04 30.72973(W) AD(       ) 4
 MA2173  NAD 83(1986)-  41 51 12.57018(N)    078 04 30.72731(W) AD(       ) 4
 MA2173  NAD 27      -  41 51 12.33375(N)    078 04 31.70785(W) AD(       ) 3
 MA2173
 MA2173.Superseded values are not recommended for survey control.
 MA2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2173.See file dsdata.txt to determine how the superseded data were derived.
 MA2173
 MA2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG4279137646(NAD 83)
 MA2173
 MA2173  HISTORY     - Date     Condition        Report By
 MA2173  HISTORY     - 1967     MONUMENTED       CGS
 MA2173
 MA2173                          STATION DESCRIPTION
 MA2173
 MA2173'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 MA2173'THE CENTER OF THE BASE OF THE LOOKOUT TOWER WAS DETERMINED AND A
 MA2173'TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CRANDALL
 MA2173'1967.  THE DISTANCE IS 19.667 METERS OR 64.53 FEET.
 MA2173'
 MA2173'THE CRANDALL HILL LOOKOUT TOWER IS OWNED BY THE PENNSYLVANIA STATE
 MA2173'GAME COMMISSION.  IT IS A FOUR LEGGED SKELETON STEEL STRUCTURE WITH
 MA2173'AN OBSERVATION BUILDING ATOP.  THE BASE IS PAINTED RED AND THE
 MA2173'OBSERVATION BUILDING IS YELLOW AND BLACK WITH BLACK LETTERS, 35, IN
 MA2173'THE YELLOW PORTION OF THE BUILDING.  IT HAS AN OVER-ALL HEIGHT OF 65
 MA2173'FEET.
 MA2173'
 MA2173'THE STATION IS LOCATED ON A HIGH WOODED HILL ABOUT 7-1/2 MILES
 MA2173'NORTHWEST OF COUDERSPORT, 6 MILES NORTHEAST OF ROULETTE AND 6 MILES
 MA2173'SOUTHWEST OF OSWAYO.
 MA2173'
 MA2173'TO REACH THE STATION FROM THE POST OFFICE IN ROULETTE, GO WEST ON
 MA2173'U.S. HIGHWAY 6 FOR 0.45 MILE TO A CROSSROAD AND A SIGN WHICH READS
 MA2173'CLARA 10, CONEVILLE 13.  TURN RIGHT AND GO NORTH AND EAST ON THE
 MA2173'PAVED ROAD FOR 1.1 MILES TO A FORK.  BEAR RIGHT AND CONTINUE NORTH
 MA2173'AND EAST ON THE PAVED ROAD FOR 5.65 MILES TO A T-ROAD AT A SIGN WHICH
 MA2173'READS SHINGLEHOUSE 13, COUDERSPORT 7.  TURN LEFT AND GO NORTH ON
 MA2173'THE PAVED ROAD FOR 0.1 MILE TO A FORK.  BEAR LEFT AND GO NORTH ON A
 MA2173'PAVED ROAD FOR 0.1 MILE TO A SIDE ROAD LEFT AT THE SOUTHEAST CORNER
 MA2173'OF A CEMETERY.  CONTINUE NORTH ON THE PAVED ROAD FOR 0.3 MILE TO
 MA2173'THE END OF THE PAVED ROAD.  CONTINUE NORTH ON THE DIRT ROAD FOR 0.5
 MA2173'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON A TRACK ROAD FOR
 MA2173'0.25 MILE TO THE SUMMIT OF THE HILL AND THE LOOKOUT TOWER AND
 MA2173'TRIANGULATION STATION CRANDALL 1967, NORTHWEST OF THE LOOKOUT
 MA2173'TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3153 ***********************************************************************
 JU3153  DESIGNATION -  CRANE
 JU3153  PID         -  JU3153
 JU3153  STATE/COUNTY-  PA/PHILADELPHIA
 JU3153  USGS QUAD   -  PHILADELPHIA (1994)
 JU3153
 JU3153                         *CURRENT SURVEY CONTROL
 JU3153  ___________________________________________________________________
 JU3153* NAD 83(1992)-  39 53 03.62964(N)    075 10 43.63484(W)     ADJUSTED  
 JU3153* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3153  ___________________________________________________________________
 JU3153  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 JU3153  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JU3153
 JU3153  HORZ ORDER  -  SECOND
 JU3153
 JU3153.The horizontal coordinates were established by classical geodetic methods
 JU3153.and adjusted by the National Geodetic Survey in June 2002..
 JU3153
 JU3153.The orthometric height was scaled from a topographic map.
 JU3153
 JU3153.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3153
 JU3153.The geoid height was determined by GEOID03.
 JU3153
 JU3153;                    North         East     Units Scale Factor Converg.
 JU3153;SPC PA S     -    64,382.715   819,906.439   MT  1.00000802   +1 40 05.5
 JU3153;SPC PA S     -   211,228.96  2,689,976.38   sFT  1.00000802   +1 40 05.5
 JU3153;SPC NJ       -   116,894.257    91,943.607   MT  0.99994148   -0 26 07.0
 JU3153;SPC NJ       -   383,510.57    301,651.65   sFT  0.99994148   -0 26 07.0
 JU3153;UTM  18      - 4,414,935.686   484,713.035   MT  0.99960288   -0 06 52.7
 JU3153
 JU3153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3153!SPC PA S     -   1.00000505  x   1.00000802  =   1.00001307
 JU3153!SPC NJ       -   1.00000505  x   0.99994148  =   0.99994653
 JU3153!UTM  18      -   1.00000505  x   0.99960288  =   0.99960793
 JU3153
 JU3153:                Primary Azimuth Mark                     Grid Az
 JU3153:SPC PA S     -  PHILADELPHIA NAVY YD S RAD TWR           014 09 46.8
 JU3153:SPC NJ       -  PHILADELPHIA NAVY YD S RAD TWR           016 15 59.3
 JU3153:UTM  18      -  PHILADELPHIA NAVY YD S RAD TWR           015 56 45.0
 JU3153
 JU3153|---------------------------------------------------------------------|
 JU3153| PID    Reference Object                     Distance      Geod. Az  |
 JU3153|                                                           dddmmss.s |
 JU3153| JU3155 PHILADELPHIA NAVY YD S RAD TWR      APPROX. 0.6 KM 0154952.3 |
 JU3153| JU3214 PHIL NAVY SUP BLDG 83 TANK          APPROX. 0.9 KM 0323955.0 |
 JU3153| JU3215 PHIL NAVY SUP BLDG 5 TANK           APPROX. 0.7 KM 0325806.5 |
 JU3153| JU3212 PHIL NAVY SUP BLDG 624 TANK         APPROX. 0.8 KM 0450849.5 |
 JU3153| JU3222 PHIL NAVY EME WAT SUP TANK          APPROX. 0.9 KM 0682440.2 |
 JU3153| CB1395 CRANE RM 3                                         07138     |
 JU3153| CB1394 CRANE RM 2                           14.020 METERS 08923     |
 JU3153| JU3177 FT MIFFLIN WATER TANK               APPROX. 2.8 KM 2505250.0 |
 JU3153| JU3176 FORT MIFFLIN FLAGPOLE               APPROX. 2.4 KM 2561901.5 |
 JU3153| JU3163 WEST HORSESHOE FRONT RANGE          APPROX. 2.1 KM 2662042.3 |
 JU3153| JU3174 WEST HORSESHOE REAR RANGE           APPROX. 2.6 KM 2674103.8 |
 JU3153| CB1393 CRANE RM 1                            4.447 METERS 32824     |
 JU3153|---------------------------------------------------------------------|
 JU3153
 JU3153                          SUPERSEDED SURVEY CONTROL
 JU3153
 JU3153  NAD 83(1996)-  39 53 03.62971(N)    075 10 43.63476(W) AD(       ) 2
 JU3153  NAD 83(1991)-  39 53 03.62612(N)    075 10 43.63615(W) AD(       ) 2
 JU3153  NAD 83(1986)-  39 53 03.62301(N)    075 10 43.63670(W) AD(       ) 2
 JU3153  NAD 27      -  39 53 03.21829(N)    075 10 44.99273(W) AD(       ) 2
 JU3153
 JU3153.Superseded values are not recommended for survey control.
 JU3153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3153.See file dsdata.txt to determine how the superseded data were derived.
 JU3153
 JU3153_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8471314936(NAD 83)
 JU3153_MARKER: DS = TRIANGULATION STATION DISK
 JU3153_SETTING: 0 = UNSPECIFIED SETTING
 JU3153
 JU3153  HISTORY     - Date     Condition        Report By
 JU3153  HISTORY     - 1925     MONUMENTED       CGS
 JU3153  HISTORY     - 1932     GOOD             CGS
 JU3153  HISTORY     - 1935     GOOD             CGS
 JU3153  HISTORY     - 1944     GOOD             CGS
 JU3153  HISTORY     - 1946     GOOD             CGS
 JU3153  HISTORY     - 1972     GOOD             NGS
 JU3153
 JU3153                          STATION DESCRIPTION
 JU3153
 JU3153'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 JU3153'LOCATED ON PIER NO. 8, BETWEEN SECOND AND THIRD STREETS, W,
 JU3153'PHILADELPHIA NAVY YARD.  THIS IS THE PIER ON WHICH IS LOCATED
 JU3153'THE BIG CRANE.  STATION MARK IS A STANDARD DISK CEMENTED IN A DRILLED
 JU3153'HOLE IN THE CONCRETE DOCK.  REFERENCE MARK NO. 1 IS A STANDARD DISK
 JU3153'CEMENTED IN A DRILLED HOLE NEAR THE LOWER MOORING POST.  REFERENCE
 JU3153'MARK NO. 2 IS A COPPER BOLT WITH A HOLE IN ITS TOP, CEMENTED IN THE
 JU3153'DOCK.  STATION IS 9.4 FEET FROM OUTER EDGE OF WOODEN BULKHEAD, AND
 JU3153'8.4 FEET FROM LOWER EDGE OF WOODEN BULKHEAD.
 JU3153
 JU3153                          STATION RECOVERY (1932)
 JU3153
 JU3153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (LGS)
 JU3153'STATION RECOVERED, ALL MARKS IN GOOD CONDITION.  ON OUTER END OF PIER
 JU3153'NO.8, JUST BEYOND THE LARGE CRANE.
 JU3153
 JU3153                          STATION RECOVERY (1935)
 JU3153
 JU3153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 JU3153'STATION CENTER RECOVERED ACCORDING TO THE DESCRIPTION.  NO FURTHER
 JU3153'EXAMINATION MADE.
 JU3153
 JU3153                          STATION RECOVERY (1944)
 JU3153
 JU3153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (HWL)
 JU3153'STATION RECOVERED, ALL MARKS IN GOOD CONDITION.  ON OUTER END OF PIER
 JU3153'NO 4, PIER NUMBERING HAVING BEEN CHANGED.  A SMALL TEMPORARY BUILDING
 JU3153'IS BETWEEN STATION AND REFERENCE NO. 2.
 JU3153
 JU3153                          STATION RECOVERY (1946)
 JU3153
 JU3153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3153'STATION RECOVERED AS DESCRIBED.  ORIGINAL DESCRIPTION ADEQUATE.  ALL
 JU3153'MEASUREMENTS CHECKED.
 JU3153
 JU3153                          STATION RECOVERY (1972)
 JU3153
 JU3153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 JU3153'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN
 JU3153'GOOD CONDITION.  REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT FOUND.  IT
 JU3153'IS BELIEVED DESTROYED.  A NEW RM 3 WAS ESTABLISHED AT THIS DATE.  THE
 JU3153'DISTANCE AND DIRECTION TO REFERENCE MARK 1 CHECK WITHIN
 JU3153'CLOSE AGREEMENT WITH THE 1925 OBSERVATIONS.
 JU3153'
 JU3153'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 JU3153'
 JU3153'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF PHILADELPHIA CITY HALL,
 JU3153'1-1/4 MILE NORTH-NORTHEAST OF NATIONAL PARK AND IN THE SOUTH PART OF
 JU3153'THE PHILADELPHIA U.S. NAVY SHIPYARD.  IT IS ON THE SOUTH PART OF U.S.
 JU3153'NAVY SHIPYARD PIER 4.  PIER 4 HAS SEVERAL LARGE CRANES ON IT AND
 JU3153'THE STATION IS JUST SOUTH OF THE SOUTH ONE.
 JU3153'
 JU3153'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 JU3153'SOUTH PART OF PIER 4.  THE DISK IS FLUSH WITH THE SURFACE OF THE
 JU3153'PIER.  IT HAS NO VISIBLE STAMPING.  IT IS 159 FEET NORTH OF THE
 JU3153'SOUTHWEST CORNER OF THE PIER, 16 FEET SOUTHEAST OF A MOURING, 13
 JU3153'FEET SOUTHWEST OF A LARGE LIGHTPOLE CONTAINING SEVERAL LARGE LIGHTS
 JU3153'AND 9 FEET EAST OF THE WEST EDGE OF THE PIER.  (DESC.)
 JU3153'
 JU3153'REFERENCE MARK 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 JU3153'WEST EDGE OF THE CONCRETE PIER 4.  IT IS FLUSH WITH THE SURFACE AND
 JU3153'HAS NO VISIBLE STAMPING.  IT IS 171 FEET NORTH OF THE SOUTHWEST
 JU3153'CORNER OF THE PIER, 3 FEET SOUTH OF THE MOUNING AND 3 FEET EAST OF
 JU3153'THE WEST EDGE OF THE PIER.  (DESC.)
 JU3153'
 JU3153'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CRANE 1925 NO 3 1972,
 JU3153'CEMENTED IN A DRILL HOLE IN THE CONCRETE PIER AND IT IS FLUSH WITH
 JU3153'THE SURFACE.  IT IS 8 INCHES SOUTH OF THE CONCRETE BASE OF THE LARGE
 JU3153'LIGHT POLE AND 8 FEET WEST OF A CRANE RAIL.  (DESC.)
 JU3153'
 JU3153'THERE IS NO AZIMUTH MARK AT THIS STATION.
 JU3153'
 JU3153'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-5 MILES SOUTH OF
 JU3153'PHILADELPHIA CITY HALL
 JU3153'
 JU3153'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2375 ***********************************************************************
 MA2375  DESIGNATION -  CRARY
 MA2375  PID         -  MA2375
 MA2375  STATE/COUNTY-  PA/MCKEAN
 MA2375  USGS QUAD   -  WESTLINE (1986)
 MA2375
 MA2375                         *CURRENT SURVEY CONTROL
 MA2375  ___________________________________________________________________
 MA2375* NAD 83(1992)-  41 50 13.96281(N)    078 48 32.56165(W)     ADJUSTED  
 MA2375* NAVD 88     -       648.4    (meters)    2127.     (feet)  VERTCON   
 MA2375  ___________________________________________________________________
 MA2375  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 MA2375  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 MA2375
 MA2375  HORZ ORDER  -  SECOND
 MA2375
 MA2375.The horizontal coordinates were established by classical geodetic methods
 MA2375.and adjusted by the National Geodetic Survey in June 2002..
 MA2375
 MA2375.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2375
 MA2375.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2375
 MA2375.The geoid height was determined by GEOID03.
 MA2375
 MA2375;                    North         East     Units Scale Factor Converg.
 MA2375;SPC PA N     -   186,061.802   512,037.678   MT  0.99998364   -0 42 02.2
 MA2375;SPC PA N     -   610,437.76  1,679,910.28   sFT  0.99998364   -0 42 02.2
 MA2375;UTM  17      - 4,634,022.912   681,916.387   MT  1.00000724   +1 27 42.5
 MA2375
 MA2375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2375!SPC PA N     -   0.99990335  x   0.99998364  =   0.99988700
 MA2375!UTM  17      -   0.99990335  x   1.00000724  =   0.99991059
 MA2375
 MA2375|---------------------------------------------------------------------|
 MA2375| PID    Reference Object                     Distance      Geod. Az  |
 MA2375|                                                           dddmmss.s |
 MA2375| CJ9580 CRARY RM 1                           27.112 METERS 05610     |
 MA2375| CJ9579 CRARY AZ MK                                        0653141.8 |
 MA2375| CJ9581 CRARY RM 2                           27.560 METERS 29652     |
 MA2375|---------------------------------------------------------------------|
 MA2375
 MA2375                          SUPERSEDED SURVEY CONTROL
 MA2375
 MA2375  NAD 83(1996)-  41 50 13.96327(N)    078 48 32.56142(W) AD(       ) 2
 MA2375  NAD 83(1986)-  41 50 13.96495(N)    078 48 32.55982(W) AD(       ) 2
 MA2375  NAD 27      -  41 50 13.74292(N)    078 48 33.44357(W) AD(       ) 2
 MA2375  NGVD 29 (07/19/86)  648.5    (m)         2128.     (f) VERT ANG       
 MA2375
 MA2375.Superseded values are not recommended for survey control.
 MA2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2375.See file dsdata.txt to determine how the superseded data were derived.
 MA2375
 MA2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG8191634023(NAD 83)
 MA2375_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2375_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MA2375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA2375+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2006
 MA2375
 MA2375  HISTORY     - Date     Condition        Report By
 MA2375  HISTORY     - 1967     MONUMENTED       CGS
 MA2375  HISTORY     - 20011211 GOOD             USPSQD
 MA2375  HISTORY     - 20060327 GOOD             USPSQD
 MA2375
 MA2375                          STATION DESCRIPTION
 MA2375
 MA2375'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 MA2375'THE STATION IS LOCATED ON THE SUMMIT OF A LOW HILL AND ON THE SOUTH
 MA2375'EDGE OF A POWER LINE AND PIPELIE CLEARING ABOUT 11 MILES
 MA2375'NORTH-NORTHEAST OF LUDLOW, 10 MILES EAST OF THE KINZUA DAM AND 3-1/2
 MA2375'MILES WEST-SOUTHWEST OF MARSHBURG.
 MA2375'
 MA2375'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 59 AND 770,
 MA2375'IN MARSHBURG, GO WEST ON STATE HIGHWAY 59 FOR 0.05 MILE TO A SIDE
 MA2375'ROAD LEFT.  (THIS IS ABOUT 100 YARDS SOUTHWEST OF THE HEASLEY STORE
 MA2375'AND DRIVE-IN) TURN LEFT AND GO IN A SOUTHERLY DIRECTION ON A
 MA2375'GRAVELED ROAD FOR 3.65 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 MA2375'WEST ON A NARROW WOODS ROAD FOR ABOUT 100 YARDS TO A SMALL WOODEN
 MA2375'BRIDGE.  CROSS THE BRIDGE AND CONTINUE WEST AND SOUTH ON THE WOODS
 MA2375'ROAD FOR ABOUT 50 YARDS TO A FORK.  KEEP RIGHT AND GO IN A
 MA2375'SOUTHERLY DIRECTION ON THE MAIN TRAVELED WOODS ROAD FOR 0.85 MILE TO
 MA2375'A FORK.  KEEP LEFT AND GO SOUTH ON THE MAIN TRAVELED ROAD FOR 0.15
 MA2375'MILE TO A POWER LINE CLEARING.  CONTINUE SOUTH ON THE MAIN TRAVELED
 MA2375'ROAD FOR 0.45 MILE TO A FORK.  KEEP LEFT AND CONTINUE IN A SOUTHERLY
 MA2375'DIRECTION ON THE MAIN TRAVELED ROAD FOR 0.5 MILE TO A SECOND POWER
 MA2375'LINE CLEARING.  *TURN RIGHT AND GO WEST ON A TRACK ROAD ALONG THE
 MA2375'CLEARING FOR 0.2 MILE TO THE STATION ON THE SOUTH EDGE OF THE
 MA2375'CLEARING.
 MA2375'
 MA2375'THE STATION MARK IS A STANDARD DISK STAMPED CRARY 1967, SET IN THE
 MA2375'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 5
 MA2375'INCHES ABOVE THE GROUND SURFACE.  IT IS 139.5 FEET EAST OF POWER LINE
 MA2375'POLE NUMBER 175A, 32 FEET SOUTH- SOUTHEAST OF THE CENTER OF
 MA2375'THE TRACK ROAD, 4.6 FEET NORTHEAST OF A METAL WITNESS POST AND ON THE
 MA2375'SOUTH RIGHT-OF-WAY BOUNDARY.
 MA2375'
 MA2375'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CRARY NO 1 1967, SET IN
 MA2375'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 8
 MA2375'INCHES ABOVE THE GROUND SURFACE.  IT IS 93.5 FEET EAST-NORTHEAST OF
 MA2375'THE METAL WITNESS POST, 36.5 FEET SOUTHWEST OF A PIPELINE MARKER
 MA2375'(NUMBER 528), 11 FEET SOUTH OF THE CENTER OF THE TRACK ROAD AND ABOUT
 MA2375'3 FEET LOWER THAN THE STATION MARK ELEVATION.
 MA2375'
 MA2375'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CRARY NO 2 1967, SET IN
 MA2375'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 8
 MA2375'INCHES ABOVE THE GROUND SURFACE.  IT IS 89.6 FEET SOUTHEAST OF THE
 MA2375'METAL WITNESS POST, 72.7 FEET NORTHEAST OF POWER LINE POLE
 MA2375'NUMBER 175A, 40.5 FEET NORTH OF THE CENTER OF THE TRACK ROAD AND
 MA2375'ABOUT 2 FEET LOWER THAN THE STATION MARK ELEVATION.
 MA2375'
 MA2375'*TO REACH THE AZIMUTH MARK FROM HERE GO EAST ON THE TRACK ROAD
 MA2375'ALONG THE POWER LINE RIGHT-OF-WAY CLEARING FOR 0.2 MILE TO THE SUMMIT
 MA2375'OF A LOW HILL AND THE AZIMUTH MARK ON THE NORTH EDGE OF THE CLEARING.
 MA2375'
 MA2375'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CRARY 1967, SET IN THE
 MA2375'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 5
 MA2375'INCHES ABOVE THE GROUND SURFACE.  IT IS 49.6 FEET NORTH-NORTHEAST OF
 MA2375'POWER LINE POLE NUMBER 178, 10 FEET SOUTH OF THE NORTH WOODS
 MA2375'LINE ALONG THE CLEARING AND 2.4 FEET SOUTH OF A METAL WITNESS POST.
 MA2375'
 MA2375'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 MA2375
 MA2375                          STATION RECOVERY (2001)
 MA2375
 MA2375'RECOVERY NOTE BY US POWER SQUADRON 2001 (VC)
 MA2375'RECOVERED IN GOOD CONDITION.
 MA2375
 MA2375                          STATION RECOVERY (2006)
 MA2375
 MA2375'RECOVERY NOTE BY US POWER SQUADRON 2006 (SG)
 MA2375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1674 ***********************************************************************
 LZ1674  DESIGNATION -  CRAWFORD
 LZ1674  PID         -  LZ1674
 LZ1674  STATE/COUNTY-  PA/LYCOMING
 LZ1674  USGS QUAD   -  MORRIS (1986)
 LZ1674
 LZ1674                         *CURRENT SURVEY CONTROL
 LZ1674  ___________________________________________________________________
 LZ1674* NAD 83(1992)-  41 30 39.17250(N)    077 17 54.91362(W)     ADJUSTED  
 LZ1674* NAVD 88     -       631.     (meters)    2070.     (feet)  SCALED    
 LZ1674  ___________________________________________________________________
 LZ1674  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 LZ1674  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 LZ1674
 LZ1674  HORZ ORDER  -  THIRD
 LZ1674
 LZ1674.The horizontal coordinates were established by classical geodetic methods
 LZ1674.and adjusted by the National Geodetic Survey in June 2002..
 LZ1674
 LZ1674.The orthometric height was scaled from a topographic map.
 LZ1674
 LZ1674.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1674
 LZ1674.The geoid height was determined by GEOID03.
 LZ1674
 LZ1674;                    North         East     Units Scale Factor Converg.
 LZ1674;SPC PA N     -   149,378.808   637,683.189   MT  0.99995817   +0 17 55.1
 LZ1674;SPC PA N     -   490,086.97  2,092,132.26   sFT  0.99995817   +0 17 55.1
 LZ1674;UTM  18      - 4,598,023.107   308,179.319   MT  1.00005283   -1 31 26.0
 LZ1674
 LZ1674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1674!SPC PA N     -   0.99990619  x   0.99995817  =   0.99986436
 LZ1674!UTM  18      -   0.99990619  x   1.00005283  =   0.99995901
 LZ1674
 LZ1674:                Primary Azimuth Mark                     Grid Az
 LZ1674:SPC PA N     -  CEDAR                                    313 26 50.3
 LZ1674:UTM  18      -  CEDAR                                    315 16 11.4
 LZ1674
 LZ1674|---------------------------------------------------------------------|
 LZ1674| PID    Reference Object                     Distance      Geod. Az  |
 LZ1674|                                                           dddmmss.s |
 LZ1674| LZ1814 CEDAR                               APPROX.23.6 KM 3134445.4 |
 LZ1674|---------------------------------------------------------------------|
 LZ1674
 LZ1674                          SUPERSEDED SURVEY CONTROL
 LZ1674
 LZ1674  NAD 83(1996)-  41 30 39.17121(N)    077 17 54.91402(W) AD(       ) 3
 LZ1674  NAD 83(1986)-  41 30 39.17203(N)    077 17 54.91330(W) AD(       ) 3
 LZ1674  NAD 27      -  41 30 38.90793(N)    077 17 55.97658(W) AD(       ) 3
 LZ1674
 LZ1674.Superseded values are not recommended for survey control.
 LZ1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1674.See file dsdata.txt to determine how the superseded data were derived.
 LZ1674
 LZ1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL0817998023(NAD 83)
 LZ1674_MARKER: DD = SURVEY DISK
 LZ1674_SETTING: 0 = UNSPECIFIED SETTING
 LZ1674_MAGNETIC: N = NO MAGNETIC MATERIAL
 LZ1674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1674
 LZ1674  HISTORY     - Date     Condition        Report By
 LZ1674  HISTORY     - 1899     MONUMENTED       USGS
 LZ1674
 LZ1674                          STATION DESCRIPTION
 LZ1674
 LZ1674'DESCRIBED BY US GEOLOGICAL SURVEY 1899 (OJ)
 LZ1674'LOCATED ON A BRUSHY RIDGE IN PINE TOWNSHIP, 1 MI S. OF OREGON
 LZ1674'HILL POST OFFICE.  ON LAND OWNED BY SAM CRAWFORD, WHO LIVES 300 FT
 LZ1674'NW. OF STATION.
 LZ1674'
 LZ1674'STATION MARK-- STANDARD TABLET IN TOP OF 36- BY 6- BY 6-IN.
 LZ1674'SANDSTONE POST SET 32-IN. IN GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6149 ***********************************************************************
 KV6149  DESIGNATION -  CREAMERY
 KV6149  PID         -  KV6149
 KV6149  STATE/COUNTY-  PA/MONTGOMERY
 KV6149  USGS QUAD   -  COLLEGEVILLE (1992)
 KV6149
 KV6149                         *CURRENT SURVEY CONTROL
 KV6149  ___________________________________________________________________
 KV6149* NAD 83(1992)-  40 13 48.76500(N)    075 24 43.69530(W)     ADJUSTED  
 KV6149* NAVD 88     -        77.4    (meters)     254.     (feet)  VERTCON   
 KV6149  ___________________________________________________________________
 KV6149  X           -   1,228,158.677 (meters)                     COMP
 KV6149  Y           -  -4,719,071.830 (meters)                     COMP
 KV6149  Z           -   4,097,562.144 (meters)                     COMP
 KV6149  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 KV6149  ELLIP HEIGHT-          43.28  (meters)          (06/21/02) GPS OBS
 KV6149  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 KV6149
 KV6149  HORZ ORDER  -  SECOND
 KV6149  ELLP ORDER  -  FOURTH    CLASS I
 KV6149
 KV6149.The horizontal coordinates were established by GPS observations
 KV6149.and adjusted by the National Geodetic Survey in June 2002..
 KV6149
 KV6149.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6149
 KV6149.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6149
 KV6149.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6149
 KV6149.The ellipsoidal height was determined by GPS observations
 KV6149.and is referenced to NAD 83.
 KV6149
 KV6149.The geoid height was determined by GEOID03.
 KV6149
 KV6149;                    North         East     Units Scale Factor Converg.
 KV6149;SPC PA S     -   102,217.984   798,937.215   MT  0.99996687   +1 31 00.4
 KV6149;SPC PA S     -   335,360.17  2,621,179.85   sFT  0.99996687   +1 31 00.4
 KV6149;UTM  18      - 4,453,390.508   464,938.435   MT  0.99961513   -0 15 58.3
 KV6149
 KV6149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6149!SPC PA S     -   0.99999321  x   0.99996687  =   0.99996008
 KV6149!UTM  18      -   0.99999321  x   0.99961513  =   0.99960834
 KV6149
 KV6149|---------------------------------------------------------------------|
 KV6149| PID    Reference Object                     Distance      Geod. Az  |
 KV6149|                                                           dddmmss.s |
 KV6149| CS3693 CREAMERY RM 1                        26.610 METERS 16805     |
 KV6149| KV6150 CREAMERY AZ MK                      APPROX. 0.6 KM 2150800.9 |
 KV6149| KV3763 GRATERFORD PENITENTIARY STACK       APPROX. 1.7 KM 2750329.9 |
 KV6149| KV6160 GRATERFORD PRISON WATER TOWER       APPROX. 1.4 KM 2841107.0 |
 KV6149| CS3694 CREAMERY RM 2                        14.413 METERS 30417     |
 KV6149|---------------------------------------------------------------------|
 KV6149
 KV6149                          SUPERSEDED SURVEY CONTROL
 KV6149
 KV6149  NAD 83(1996)-  40 13 48.76377(N)    075 24 43.69503(W) AD(       ) 2
 KV6149  NAD 83(1991)-  40 13 48.76033(N)    075 24 43.69847(W) AD(       ) 2
 KV6149  ELLIP H (01/27/92)   43.49   (m)                       GP(       ) 4 1
 KV6149  NAD 83(1986)-  40 13 48.75971(N)    075 24 43.69865(W) AD(       ) 2
 KV6149  NGVD 29 (03/28/90)   77.7    (m)          255.     (f) GPS OBS        
 KV6149
 KV6149.Superseded values are not recommended for survey control.
 KV6149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6149.See file dsdata.txt to determine how the superseded data were derived.
 KV6149
 KV6149_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6493853391(NAD 83)
 KV6149_MARKER: DH = HORIZONTAL CONTROL DISK
 KV6149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6149_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KV6149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6149+STABILITY: SURFACE MOTION
 KV6149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6149+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2006
 KV6149
 KV6149  HISTORY     - Date     Condition        Report By
 KV6149  HISTORY     - 1985     MONUMENTED       PADT
 KV6149  HISTORY     - 19870318 GOOD             GEOHYD
 KV6149  HISTORY     - 19981121 GOOD             USPSQD
 KV6149  HISTORY     - 20060307 GOOD             ACT
 KV6149
 KV6149                          STATION DESCRIPTION
 KV6149
 KV6149'DESCRIBED BY PA DEPT OF TRANSP 1985 (RBG)
 KV6149'THE STATION IS LOCATED ABOUT 1.5 KM (0.9 MI)
 KV6149'NORTHEAST OF CREAMERY,
 KV6149'5.0 KM (3.1 MI) NORTH-NORTHEAST OF EVANSBURG,
 KV6149'4.5 KM (2.8 MI) SOUTHEAST OF SCHWENKSVILLE, IN SKIPPACK
 KV6149'TOWNSHIP, ON PROPERTY OF THE GRATERFORD PRISON.
 KV6149'OWNERSHIP--COMMONWEALTH OF PA., GRATERFORD PRISON, BOX 244
 KV6149'GRATERFORD PA. 19246, PHONE 215-489-4151, CONTACT MR. THRASH.
 KV6149'
 KV6149'TO REACH THE STATION FROM THE POST OFFICE IN SKIPPACK, GO
 KV6149'NORTHWEST FOR 0.8 KM (0.5 MI) ON STATE HIGHWAY 73 TO STATE HIGHWAY
 KV6149'113,
 KV6149'CONTINUE STRAIGHT AHEAD AND GO NORTHWEST FOR
 KV6149'0.6 KM (0.35 MI) ON STATE HIGHWAY 73 TO CRESSMAN ROAD,
 KV6149'TURN LEFT AND GO SOUTHWEST FOR 0.2 KM (0.15 MI) ON CRESSMAN ROAD TO
 KV6149'THE STATION ON THE RIGHT.
 KV6149'
 KV6149'THE STATION IS A STANDARD PADT DISK
 KV6149'STAMPED---CREAMERY 1985---,
 KV6149'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6149'30 CM IN DIAMETER RECESSED 5.0 CM BELOW GROUND.  LOCATED
 KV6149'26.36 METERS (86.5 FT) NORTHWEST FROM THE CENTER OF ROAD,
 KV6149'21.15 METERS (69.4 FT) NORTHWEST FROM THE LIMERICK SIREN POLE,
 KV6149'3.50 METERS (11.5 FT) SOUTHWEST FROM A ROW OF SMALL PINE TREES, AND
 KV6149'2.80 METERS (9.2 FT) EAST FROM A WITNESS POST.
 KV6149'THE UNDERGROUND MARK IS A STANDARD PADT DISK
 KV6149'STAMPED---CREAMERY 1985---,
 KV6149'SET INTO AN IRREGULAR MASS OF CONCRETE 1.07 METERS BELOW THE SURFACE.
 KV6149'
 KV6149'REFERENCE MARK NO. 1 IS A STANDARD PADT DISK
 KV6149'STAMPED---CREAMERY NO 1 1985---,
 KV6149'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6149'30 CM IN DIAMETER RECESSED 10 CM BELOW GROUND.  LOCATED
 KV6149'26.52 METERS (87.0 FT) SOUTH FROM A WITNESS POST,
 KV6149'20.57 METERS (67.5 FT) SOUTHWEST FROM THE LIMERICK SIREN POLE, AND
 KV6149'6.10 METERS (20.0 FT) NORTHWEST FROM THE CENTER OF ROAD.
 KV6149'MARK IS 1.52 METERS BELOW THE STATION.
 KV6149'
 KV6149'REFERENCE MARK NO. 2 IS A STANDARD PADT DISK
 KV6149'STAMPED---CREAMERY NO 2 1985---,
 KV6149'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6149'30 CM IN DIAMETER RECESSED 5.0 CM BELOW GROUND.  LOCATED
 KV6149'40.84 METERS (134.0 FT) NORTHWEST FROM THE CENTER OF ROAD,
 KV6149'35.51 METERS (116.5 FT) NORTHWEST FROM THE SIREN POLE,
 KV6149'12.89 METERS (42.3 FT) NORTH-NORTHWEST FROM THE WITNESS POST, AND
 KV6149'5.09 METERS (16.7 FT) SOUTHWEST FROM A ROW OF SMALL PINES.
 KV6149'MARK IS .61 METERS ABOVE THE STATION.
 KV6149'
 KV6149'AZIMUTH MARK NO. 1 IS A STANDARD PADT DISK
 KV6149'STAMPED---CREAMERY 1985---,
 KV6149'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6149'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6149'11.21 METERS (36.8 FT) NORTHWEST FROM A POWER POLE NUMBER 45296,
 KV6149'6.71 METERS (22.0 FT) NORTHWEST FROM THE CENTER OF ROAD, AND
 KV6149'3.32 METERS (10.9 FT) NORTH-NORTHEAST FROM THE NORTHEAST CORNER OF
 KV6149'CEMETARY WALL.
 KV6149'TO REACH THE AZIMUTH FROM THE STATION,
 KV6149'GO SOUTHWEST FOR 0.6 KM (0.35 MI) ON CRESSMAN ROAD TO THE AZIMUTH
 KV6149'MARK ON THE RIGHT NEAR THE NORTHEAST CORNER OF THE UPPER SKIPPACK
 KV6149'MENNONITE MEETING HOUSE CEMETARY.
 KV6149'
 KV6149'DESCRIBED BY R.B. GROSSER.
 KV6149
 KV6149                          STATION RECOVERY (1987)
 KV6149
 KV6149'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1987
 KV6149'RECOVERED IN GOOD CONDITION.
 KV6149
 KV6149                          STATION RECOVERY (1998)
 KV6149
 KV6149'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV6149'RECOVERED IN GOOD CONDITION.
 KV6149
 KV6149                          STATION RECOVERY (2006)
 KV6149
 KV6149'RECOVERY NOTE BY ACT ENGINEERS INCORPORATED 2006 (PD)
 KV6149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6150 ***********************************************************************
 KV6150  DESIGNATION -  CREAMERY AZ MK
 KV6150  PID         -  KV6150
 KV6150  STATE/COUNTY-  PA/MONTGOMERY
 KV6150  USGS QUAD   -  COLLEGEVILLE (1992)
 KV6150
 KV6150                         *CURRENT SURVEY CONTROL
 KV6150  ___________________________________________________________________
 KV6150* NAD 83(1992)-  40 13 32.30945(N)    075 24 58.80200(W)     ADJUSTED  
 KV6150* NAVD 88     -        82.     (meters)     269.     (feet)  VERTCON   
 KV6150  ___________________________________________________________________
 KV6150  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 KV6150  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 KV6150
 KV6150  HORZ ORDER  -  SECOND
 KV6150
 KV6150.The horizontal coordinates were established by classical geodetic methods
 KV6150.and adjusted by the National Geodetic Survey in June 2002..
 KV6150
 KV6150.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6150
 KV6150.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6150
 KV6150.The geoid height was determined by GEOID03.
 KV6150
 KV6150;                    North         East     Units Scale Factor Converg.
 KV6150;SPC PA S     -   101,701.175   798,593.629   MT  0.99996717   +1 30 50.6
 KV6150;SPC PA S     -   333,664.60  2,620,052.60   sFT  0.99996717   +1 30 50.6
 KV6150;UTM  18      - 4,452,884.818   464,579.063   MT  0.99961544   -0 16 07.9
 KV6150
 KV6150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6150!SPC PA S     -   0.99999257  x   0.99996717  =   0.99995974
 KV6150!UTM  18      -   0.99999257  x   0.99961544  =   0.99960801
 KV6150
 KV6150                          SUPERSEDED SURVEY CONTROL
 KV6150
 KV6150  NAD 83(1996)-  40 13 32.30822(N)    075 24 58.80173(W) AD(       ) 2
 KV6150  NAD 83(1991)-  40 13 32.30479(N)    075 24 58.80519(W) AD(       ) 2
 KV6150  NAD 83(1986)-  40 13 32.30402(N)    075 24 58.80511(W) AD(       ) 2
 KV6150  NGVD 29 (03/28/90)   82.     (m)          269.     (f) VERT ANG       
 KV6150
 KV6150.Superseded values are not recommended for survey control.
 KV6150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6150.See file dsdata.txt to determine how the superseded data were derived.
 KV6150
 KV6150_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6457952885(NAD 83)
 KV6150_MARKER: DZ = AZIMUTH MARK DISK
 KV6150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6150_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KV6150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6150+STABILITY: SURFACE MOTION
 KV6150
 KV6150  HISTORY     - Date     Condition        Report By
 KV6150  HISTORY     - 1985     MONUMENTED       PADT
 KV6150
 KV6150                          STATION DESCRIPTION
 KV6150
 KV6150'DESCRIBED BY PA DEPT OF TRANSP 1985 (RBG)
 KV6150'THE STATION IS LOCATED ABOUT 1.5 KM (0.9 MI)
 KV6150'NORTHEAST OF CREAMERY,
 KV6150'5.0 KM (3.1 MI) NORTH-NORTHEAST OF EVANSBURG, AND
 KV6150'4.0 KM (2.5 MI) NORTHEAST OF CEDARS, AND
 KV6150'4.5 KM (2.8 MI) SOUTHEAST OF SCHWENKSVILLE, ON PROPERTY OF
 KV6150'GRATERFORD PRISON, IN SKIPPACK TOWNSHIP, MONTGOMERY COUNTY.
 KV6150'OWNERSHIP-- COMMONWEALTH OF PENNSYLVANIA, CONTACT SUPERINTENDANT,
 KV6150'GRATERFORD PRISON, MR. THRASH, BOX 244, GRATERFORD, PA. 19246,
 KV6150'PHONE 215-489-4151, EXT. 307 OR 243.
 KV6150'
 KV6150'TO REACH THE STATION FROM THE POST OFFICE IN SKIPPACK, GO
 KV6150'NORTHEAST FOR 0.8 KM (0.5 MI) ON HIGHWAY 73 TO THE TRAFFIC LIGHT AT
 KV6150'STATE HIGHWAY 113,
 KV6150'CONTINUE STRAIGHT AHEAD AND GO NORTHEAST FOR
 KV6150'0.6 KM (0.35 MI) ON STATE HIGHWAY 73 TO CRESSMAN ROAD,
 KV6150'TURN LEFT AND GO SOUTHWEST FOR 0.8 KM (0.50 MI) ON CRESSMAN ROAD TO
 KV6150'A CEMETARY AND THE STATION ON THE RIGHT.
 KV6150'
 KV6150'THE STATION IS A STANDARD PADT DISK
 KV6150'STAMPED---CREAMERY 1985---,
 KV6150'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6150'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6150'11.21 METERS (36.8 FT) NORTHWEST FROM A POWER POLE NUMBER 45296,
 KV6150'6.71 METERS (22.0 FT) NORTHWEST FROM THE CENTER OF ROAD, AND
 KV6150'3.32 METERS (10.9 FT) NORTH-NORTHEAST FROM THE NORTHEAST CORNER OF
 KV6150'CEMETARY WALL.
 KV6150'
 KV6150'DESCRIBED BY R.G. ERICH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1465 ***********************************************************************
 MA1465  DESIGNATION -  CREEK
 MA1465  PID         -  MA1465
 MA1465  STATE/COUNTY-  PA/VENANGO
 MA1465  USGS QUAD   -  CRANBERRY (1977)
 MA1465
 MA1465                         *CURRENT SURVEY CONTROL
 MA1465  ___________________________________________________________________
 MA1465* NAD 83(1986)-  41 18 48.     (N)    079 43 23.     (W)     SCALED    
 MA1465* NAVD 88     -       331.169  (meters)    1086.51   (feet)  ADJUSTED  
 MA1465  ___________________________________________________________________
 MA1465  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 MA1465  DYNAMIC HT  -         331.014 (meters)    1086.00  (feet)  COMP
 MA1465  MODELED GRAV-     980,146.4   (mgal)                       NAVD 88
 MA1465
 MA1465  VERT ORDER  -  FIRST     CLASS II
 MA1465
 MA1465.The horizontal coordinates were scaled from a topographic map and have
 MA1465.an estimated accuracy of +/- 6 seconds.
 MA1465
 MA1465.The orthometric height was determined by differential leveling
 MA1465.and adjusted by the National Geodetic Survey in June 1991..
 MA1465.WARNING-Repeat measurements at this control monument indicate possible
 MA1465.vertical movement.
 MA1465
 MA1465.The geoid height was determined by GEOID03.
 MA1465
 MA1465.The dynamic height is computed by dividing the NAVD 88
 MA1465.geopotential number by the normal gravity value computed on the
 MA1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1465.degrees latitude (g = 980.6199 gals.).
 MA1465
 MA1465.The modeled gravity was interpolated from observed gravity values.
 MA1465
 MA1465;                    North         East    Units  Estimated Accuracy
 MA1465;SPC PA N     -   129,220.      434,810.      MT  (+/- 180 meters Scaled)
 MA1465
 MA1465                          SUPERSEDED SURVEY CONTROL
 MA1465
 MA1465  NGVD 29 (06/03/92)  331.321  (m)         1087.01   (f) ADJUSTED    1 2
 MA1465
 MA1465.Superseded values are not recommended for survey control.
 MA1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1465.See file dsdata.txt to determine how the superseded data were derived.
 MA1465
 MA1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF068743(NAD 83)
 MA1465_MARKER: DD = SURVEY DISK
 MA1465_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1465_SP_SET: BRIDGE
 MA1465_MARK LOGO: PADH  
 MA1465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1465
 MA1465  HISTORY     - Date     Condition        Report By
 MA1465  HISTORY     - UNK      MONUMENTED       PADH
 MA1465  HISTORY     - 1935     GOOD             NGS
 MA1465  HISTORY     - 1982     GOOD             NGS
 MA1465
 MA1465                          STATION DESCRIPTION
 MA1465
 MA1465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1465'2.6 MI S FROM CRANBERRY.
 MA1465'ABOUT 2.6 MILES SOUTH ALONG STATE HIGHWAY 257 FROM CRANBERRY,
 MA1465'VENANGO COUNTY, AT STATION 160+13, AT A 2-SPAN GIRDER BRIDGE OVER
 MA1465'A CREEK, IN THE TOP OF THE SOUTHEAST CONCRETE BACK WALL, 14 FEET
 MA1465'EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER
 MA1465'THAN THE ROADWAY.  A PENNSLYLVANIA DEPARTMENT OF HIGHWAYS
 MA1465'STANDARD DISK.
 MA1465
 MA1465                          STATION RECOVERY (1982)
 MA1465
 MA1465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MA1465'RECOVERED IN GOOD CONDITION.
 MA1465'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1706 ***********************************************************************
 LZ1706  DESIGNATION -  CRESCENT
 LZ1706  PID         -  LZ1706
 LZ1706  STATE/COUNTY-  PA/LYCOMING
 LZ1706  USGS QUAD   -  COGAN STATION (1973)
 LZ1706
 LZ1706                         *CURRENT SURVEY CONTROL
 LZ1706  ___________________________________________________________________
 LZ1706* NAD 83(1992)-  41 21 25.15751(N)    077 03 15.01351(W)     ADJUSTED  
 LZ1706* NAVD 88     -       669.     (meters)    2195.     (feet)  SCALED    
 LZ1706  ___________________________________________________________________
 LZ1706  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 LZ1706  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 LZ1706
 LZ1706  HORZ ORDER  -  THIRD
 LZ1706
 LZ1706.The horizontal coordinates were established by classical geodetic methods
 LZ1706.and adjusted by the National Geodetic Survey in June 2002..
 LZ1706
 LZ1706.The orthometric height was scaled from a topographic map.
 LZ1706
 LZ1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1706
 LZ1706.The geoid height was determined by GEOID03.
 LZ1706
 LZ1706;                    North         East     Units Scale Factor Converg.
 LZ1706;SPC PA N     -   132,423.507   658,223.632   MT  0.99995739   +0 27 37.1
 LZ1706;SPC PA N     -   434,459.46  2,159,522.03   sFT  0.99995739   +0 27 37.1
 LZ1706;UTM  18      - 4,580,423.071   328,171.863   MT  0.99996337   -1 21 27.4
 LZ1706
 LZ1706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1706!SPC PA N     -   0.99990030  x   0.99995739  =   0.99985769
 LZ1706!UTM  18      -   0.99990030  x   0.99996337  =   0.99986367
 LZ1706
 LZ1706                          SUPERSEDED SURVEY CONTROL
 LZ1706
 LZ1706  NAD 83(1986)-  41 21 25.15549(N)    077 03 15.01122(W) AD(       ) 4
 LZ1706  NAD 27      -  41 21 24.88664(N)    077 03 16.11524(W) AD(       ) 3
 LZ1706
 LZ1706.Superseded values are not recommended for survey control.
 LZ1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1706.See file dsdata.txt to determine how the superseded data were derived.
 LZ1706
 LZ1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL2817280423(NAD 83)
 LZ1706_MARKER: Z = SEE DESCRIPTION
 LZ1706_SETTING: 0 = UNSPECIFIED SETTING
 LZ1706_MAGNETIC: N = NO MAGNETIC MATERIAL
 LZ1706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1706
 LZ1706  HISTORY     - Date     Condition        Report By
 LZ1706  HISTORY     - 1899     MONUMENTED       USGS
 LZ1706
 LZ1706                          STATION DESCRIPTION
 LZ1706
 LZ1706'DESCRIBED BY US GEOLOGICAL SURVEY 1899 (OJ)
 LZ1706'STATION IS 2.0 MI E. OF CRESCENT IN LYCOMING TOWNSHIP, IN HIGHEST
 LZ1706'POINT OF NAIL FACTORY MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2691 ***********************************************************************
 LY2691  DESIGNATION -  CRESCENT
 LY2691  PID         -  LY2691
 LY2691  STATE/COUNTY-  PA/MONROE
 LY2691  USGS QUAD   -  POCONO PINES (1997)
 LY2691
 LY2691                         *CURRENT SURVEY CONTROL
 LY2691  ___________________________________________________________________
 LY2691* NAD 83(1992)-  41 04 00.11469(N)    075 23 27.67608(W)     ADJUSTED  
 LY2691* NAVD 88     -       560.1    (meters)    1838.     (feet)  VERTCON   
 LY2691  ___________________________________________________________________
 LY2691  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 LY2691  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 LY2691
 LY2691  HORZ ORDER  -  THIRD
 LY2691
 LY2691.The horizontal coordinates were established by classical geodetic methods
 LY2691.and adjusted by the National Geodetic Survey in June 2002..
 LY2691
 LY2691.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2691
 LY2691.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2691
 LY2691.The geoid height was determined by GEOID03.
 LY2691
 LY2691;                    North         East     Units Scale Factor Converg.
 LY2691;SPC PA N     -   102,651.712   798,243.536   MT  0.99997547   +1 33 38.0
 LY2691;SPC PA N     -   336,783.16  2,618,904.00   sFT  0.99997547   +1 33 38.0
 LY2691;UTM  18      - 4,546,234.918   467,147.662   MT  0.99961328   -0 15 24.8
 LY2691
 LY2691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2691!SPC PA N     -   0.99991727  x   0.99997547  =   0.99989274
 LY2691!UTM  18      -   0.99991727  x   0.99961328  =   0.99953058
 LY2691
 LY2691:                Primary Azimuth Mark                     Grid Az
 LY2691:SPC PA N     -  CRESCENT AZ MK                           023 32 45.1
 LY2691:UTM  18      -  CRESCENT AZ MK                           025 21 47.9
 LY2691
 LY2691|---------------------------------------------------------------------|
 LY2691| PID    Reference Object                     Distance      Geod. Az  |
 LY2691|                                                           dddmmss.s |
 LY2691| CB3903 CRESCENT AZ MK                                     0250623.1 |
 LY2691| CB3905 CRESCENT RM 2                         6.993 METERS 26902     |
 LY2691| CB3904 CRESCENT RM 1                         8.264 METERS 34230     |
 LY2691|---------------------------------------------------------------------|
 LY2691
 LY2691                          SUPERSEDED SURVEY CONTROL
 LY2691
 LY2691  NAD 83(1996)-  41 04 00.11469(N)    075 23 27.67859(W) AD(       ) 3
 LY2691  NAD 83(1986)-  41 04 00.11454(N)    075 23 27.67769(W) AD(       ) 3
 LY2691  NAD 27      -  41 03 59.79460(N)    075 23 29.00710(W) AD(       ) 3
 LY2691  NGVD 29 (07/19/86)  560.3    (m)         1838.     (f) VERT ANG       
 LY2691
 LY2691.Superseded values are not recommended for survey control.
 LY2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2691.See file dsdata.txt to determine how the superseded data were derived.
 LY2691
 LY2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL6714846235(NAD 83)
 LY2691_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2691
 LY2691  HISTORY     - Date     Condition        Report By
 LY2691  HISTORY     - 1958     MONUMENTED       CGS
 LY2691
 LY2691                          STATION DESCRIPTION
 LY2691
 LY2691'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JMR)
 LY2691'STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF THE TOWN OF
 LY2691'STROUDSBURG, ABOUT 3 MILES SOUTHWEST OF THE POCONO MANOR RESORT,
 LY2691'AND ABOUT 1/4 MILE SOUTHWEST OF CRESCENT LAKE.  IT IS ON STATE GAME
 LY2691'LAND ON A FIRE TRAIL ROAD.
 LY2691'
 LY2691'REACHED FROM THE POST OFFICE, IN NORTH EDGE OF TANNERSVILLE, GO NORTH
 LY2691'ON U.S. HIGHWAY 611 FOR 0.45 MILE TO A T-ROAD LEFT AND SIGN BIG
 LY2691'POCONO 6, TURN LEFT, WEST, FOR 0.1 MILE TO A T-ROAD RIGHT AND SIGN
 LY2691'STATE GAME LANDS 2, TURN RIGHT, NORTHWEST ON ROUTE 45024 FOR 3.85
 LY2691'MILES TO A GRAVEL SIDE ROAD LEFT AND SIGN CRESCENT LAKE, TURN LEFT,
 LY2691'SOUTHWEST, FOR 0.2 MILE TO ROAD FORK, KEEP RIGHT FORK FOR 0.3 MILE TO
 LY2691'ROAD FORK AND SIGN RAINBOW LAKES, INC., KEEP LEFT FORK, SOUTH, FOR
 LY2691'0.3 MILE TO CRESCENT LAKE OFFICE AND HOME OF MR. MARTIN SCHNEIDER.
 LY2691'(MR. SCHNEIDER HAS KEY TO LOCKED CABLE ACROSS FIRE TRAIL BEFORE
 LY2691'REACHING STATION).  CONTINUE WEST AND SOUTHWEST ON MAIN TRAVELED
 LY2691'ROAD ALONG EAST SIDE OF CRESCENT LAKE FOR 0.4 MILE TO SPILLWAY,
 LY2691'CONTINUE AROUND THE SOUTH SIDE OF LAKE AND FOLLOW THE FIRE TRAIL
 LY2691'WESTERLY FOR 0.35 MILE TO LOCKED CABLE ACROSS FIRE TRAIL, CONTINUE
 LY2691'WESTERLY ON FIRE TRAIL 0.2 MILE TO STATION ON LEFT NEAR CREST OF
 LY2691'HILL.
 LY2691'
 LY2691'STATION MARKS ARE STANDARD DISKS, STAMPED CRESCENT 1958.  SURFACE
 LY2691'DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 LY2691'PROJECTING 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 10 FEET
 LY2691'SOUTHEAST OF THE CENTER OF THE FIRE TRAIL, 4 FEET SOUTHWEST OF A
 LY2691'STANDARD METAL WITNESS POST, 46 FEET NORTHEAST OF THE CREST OF THE
 LY2691'HILL, ABOUT 1-1/2 FEET LOWER THAN THE CREST OF THE HILL.  THE
 LY2691'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 44 INCHES
 LY2691'BELOW THE GROUND SURFACE.
 LY2691'
 LY2691'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CRESCENT NO 1 1958, SET
 LY2691'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 2
 LY2691'INCHES ABOVE THE GROUND SURFACE.  IT IS 58 FEET NORTHEAST OF THE
 LY2691'CREST OF THE HILL, 2 FEET LOWER THAN THE CREST OF THE HILL, 10 FEET
 LY2691'NORTHWEST OF THE CENTER OF THE FIRE TRAIL.
 LY2691'
 LY2691'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CRESCENT NO 2 1958, SET
 LY2691'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 2
 LY2691'INCHES ABOVE THE GROUND.  IT IS 8 FEET NORTHWEST OF THE CENTER OF THE
 LY2691'FIRE TRAIL, 29 FEET NORTHEAST OF THE CREST OF THE HILL, ABOUT 1 FOOT
 LY2691'LOWER THAN THE CREST OF THE HILL.
 LY2691'
 LY2691'TO REACH AZIMUTH MARK FROM THE CRESCENT LAKE OFFICE, TURN RIGHT,
 LY2691'SOUTHWEST, OFF MAIN TRAVELED ROAD FOR 0.2 MILE TO AZIMUTH MARK
 LY2691'ON THE RIGHT.  AZIMUTH MARK IS A STANDARD DISK, STAMPED CRESCENT
 LY2691'1958, PROJECTING 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 6 INCHES
 LY2691'SOUTHEAST OF A POWER LINE POLE NO. B-57768, 3 FEET SOUTHWEST OF A
 LY2691'STANDARD METAL WITNESS POST, 23 FEET NORTH OF THE CENTER OF A TRACK
 LY2691'ROAD, 88 FEET NORTHWEST OF THE NORTHWEST CORNER OF A ONE-STORY LOG
 LY2691'HOUSE, 41 FEET NORTH OF A POWER LINE POLE NO. B-57769, 300 FEET
 LY2691'SOUTHEAST OF THE CREST OF THE HILL, ABOUT 8 FEET LOWER THAN THE CREST
 LY2691'OF THE HILL.
 LY2691'
 LY2691'DISTANCE BETWEEN REFERENCE MARK 1 AND 2 IS 30.15 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0416 ***********************************************************************
 KX0416  DESIGNATION -  CRESSON
 KX0416  PID         -  KX0416
 KX0416  STATE/COUNTY-  PA/CAMBRIA
 KX0416  USGS QUAD   -  CRESSON (1984)
 KX0416
 KX0416                         *CURRENT SURVEY CONTROL
 KX0416  ___________________________________________________________________
 KX0416* NAD 83(1986)-  40 27 48.     (N)    078 35 20.     (W)     SCALED    
 KX0416* NAVD 88     -       621.702  (meters)    2039.70   (feet)  ADJUSTED  
 KX0416  ___________________________________________________________________
 KX0416  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KX0416  DYNAMIC HT  -         621.348 (meters)    2038.54  (feet)  COMP
 KX0416  MODELED GRAV-     980,035.9   (mgal)                       NAVD 88
 KX0416
 KX0416  VERT ORDER  -  FIRST     CLASS I
 KX0416
 KX0416.The horizontal coordinates were scaled from a topographic map and have
 KX0416.an estimated accuracy of +/- 6 seconds.
 KX0416
 KX0416.The orthometric height was determined by differential leveling
 KX0416.and adjusted by the National Geodetic Survey in June 1991..
 KX0416.WARNING-Repeat measurements at this control monument indicate possible
 KX0416.vertical movement.
 KX0416
 KX0416.The geoid height was determined by GEOID03.
 KX0416
 KX0416.The dynamic height is computed by dividing the NAVD 88
 KX0416.geopotential number by the normal gravity value computed on the
 KX0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0416.degrees latitude (g = 980.6199 gals.).
 KX0416
 KX0416.The modeled gravity was interpolated from observed gravity values.
 KX0416
 KX0416;                    North         East    Units  Estimated Accuracy
 KX0416;SPC PA S     -   125,810.      528,860.      MT  (+/- 180 meters Scaled)
 KX0416
 KX0416                          SUPERSEDED SURVEY CONTROL
 KX0416
 KX0416  NGVD 29 (??/??/92)  621.831  (m)         2040.12   (f) ADJ UNCH    1 1
 KX0416
 KX0416.Superseded values are not recommended for survey control.
 KX0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0416.See file dsdata.txt to determine how the superseded data were derived.
 KX0416
 KX0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE044819(NAD 83)
 KX0416_MARKER: DB = BENCH MARK DISK
 KX0416_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0416_SP_SET: STEP
 KX0416_STAMPING: CRESSON 1934
 KX0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0416
 KX0416  HISTORY     - Date     Condition        Report By
 KX0416  HISTORY     - 1934     MONUMENTED       CGS
 KX0416  HISTORY     - 1966     GOOD             NGS
 KX0416
 KX0416                          STATION DESCRIPTION
 KX0416
 KX0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0416'AT CRESSON.
 KX0416'AT CRESSON, NEAR THE INTERSECTION OF ASHCROFT AVENUE AND 2ND
 KX0416'STREET, SET ON THE TOP OF THE NORTHEAST END OF THE BOTTOM STEP
 KX0416'AT THE SOUTHWEST ENTRANCE TO THE CITY MUNICIPAL BUILDING, 68.5
 KX0416'FEET SOUTHEAST OF THE SOUTHEAST CURB OF 2ND STREET, 54.5 FEET
 KX0416'NORTHEAST OF THE NORTHEAST CURB OF ASHCROFT AVENUE AND 1 FOOT
 KX0416'ABOVE THE LEVEL OF 2ND STREET.  NOTE-- STEP HAS BEEN COVERED
 KX0416'WITH SHEET TILE AND A HOLE WAS LEFT FOR THE DISK.  DISK IS
 KX0416'ABOUT 2 INCHES BELOW TOP OF STEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2355 ***********************************************************************
 KX2355  DESIGNATION -  CRESSON
 KX2355  PID         -  KX2355
 KX2355  STATE/COUNTY-  PA/CAMBRIA
 KX2355  USGS QUAD   -  CRESSON (1984)
 KX2355
 KX2355                         *CURRENT SURVEY CONTROL
 KX2355  ___________________________________________________________________
 KX2355* NAD 83(1992)-  40 26 38.23191(N)    078 33 33.92127(W)     ADJUSTED  
 KX2355* NAVD 88     -       783.9    (meters)    2572.     (feet)  VERTCON   
 KX2355  ___________________________________________________________________
 KX2355  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 KX2355  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KX2355
 KX2355  HORZ ORDER  -  SECOND
 KX2355
 KX2355.The horizontal coordinates were established by classical geodetic methods
 KX2355.and adjusted by the National Geodetic Survey in June 2002..
 KX2355
 KX2355.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2355
 KX2355.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2355
 KX2355.The geoid height was determined by GEOID03.
 KX2355
 KX2355;                    North         East     Units Scale Factor Converg.
 KX2355;SPC PA S     -   123,632.403   531,333.733   MT  0.99995951   -0 31 30.5
 KX2355;SPC PA S     -   405,617.31  1,743,217.42   sFT  0.99995951   -0 31 30.5
 KX2355;UTM  17      - 4,479,894.214   706,981.579   MT  1.00012738   +1 35 01.6
 KX2355
 KX2355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2355!SPC PA S     -   0.99988214  x   0.99995951  =   0.99984165
 KX2355!UTM  17      -   0.99988214  x   1.00012738  =   1.00000950
 KX2355
 KX2355:                Primary Azimuth Mark                     Grid Az
 KX2355:SPC PA S     -  CRESSON AZ MK                            025 54 30.6
 KX2355:UTM  17      -  CRESSON AZ MK                            023 47 58.5
 KX2355
 KX2355|---------------------------------------------------------------------|
 KX2355| PID    Reference Object                     Distance      Geod. Az  |
 KX2355|                                                           dddmmss.s |
 KX2355| CJ9582 CRESSON AZ MK                                      0252300.1 |
 KX2355| CJ9583 CRESSON RM 1                         14.309 METERS 19536     |
 KX2355| KX2257 CRESSON STATE HOSP W TANK 1967        6.759 METERS 20631     |
 KX2355| CJ9584 CRESSON RM 2                         32.486 METERS 33054     |
 KX2355| KX2259 CRESSON HOSPITAL LAUNDRY STACK      APPROX. 0.8 KM 3475032.7 |
 KX2355|---------------------------------------------------------------------|
 KX2355
 KX2355                          SUPERSEDED SURVEY CONTROL
 KX2355
 KX2355  NAD 83(1986)-  40 26 38.23849(N)    078 33 33.93199(W) AD(       ) 2
 KX2355  NAD 27      -  40 26 37.97714(N)    078 33 34.87439(W) AD(       ) 2
 KX2355  NGVD 29 (07/19/86)  784.0    (m)         2572.     (f) VERT ANG       
 KX2355
 KX2355.Superseded values are not recommended for survey control.
 KX2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2355.See file dsdata.txt to determine how the superseded data were derived.
 KX2355
 KX2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE0698279894(NAD 83)
 KX2355_MARKER: DE = TRAVERSE STATION DISK
 KX2355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2355_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KX2355
 KX2355  HISTORY     - Date     Condition        Report By
 KX2355  HISTORY     - 1967     MONUMENTED       CGS
 KX2355
 KX2355                          STATION DESCRIPTION
 KX2355
 KX2355'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2355'THE STATION IS LOCATED ABOUT 9 MILES WEST OF HOLLIDAYSBURG, 2.5 MILES
 KX2355'SOUTH OF GALLITZIN AND 2 MILES EAST-SOUTHEAST OF CRESSON.  IT IS AT
 KX2355'THE LOCATION OF TWO WATER TANKS ON THE CRESSON STATE SCHOOL HOSPITAL
 KX2355'GROUNDS.
 KX2355'
 KX2355'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 22 AND STATE
 KX2355'HIGHWAY 53 IN CRESSON, GO EAST ON U.S. HIGHWAY 22 FOR
 KX2355'1.45 MILES TO A SIDE ROAD RIGHT, (TO REACH THE AZIMUTH MARK FROM THIS
 KX2355'POINT CONTINUE EAST ON U.S. HIGHWAY 22 FOR 0.6 MILE TO A SIDE
 KX2355'ROAD LEFT, TURN LEFT AND GO NORTH ON THE PAVED ROAD FOR 0.4 MILE TO
 KX2355'THE MARK ON THE LEFT).  TURN RIGHT AND GO SOUTH ON THE PAVED
 KX2355'ROAD FOR 0.55 MILE TO A FORK, KEEP THE LEFT FORK AND CONTINUE
 KX2355'SOUTH FOR 0.2 MILE TO A FORK AT THE SOUTH END OF A STONE BUILDING,
 KX2355'KEEP THE LEFT FORK AND CONTINUE SOUTH FOR 0.05 MILE TO A
 KX2355'DIM TRACK ROAD ON THE LEFT, TURN LEFT AND GO UPHILL FOR 0.1 MILE TO
 KX2355'THE WATER TANKS AND THE STATION.
 KX2355'
 KX2355'THE STATION MARK IS 22 FEET NORTH-NORTHEAST OF THE CENTER OF THE WEST
 KX2355'WATER TANK, 16 FEET WEST OF THE FIFTH LEG CLOCKWISE FROM THE
 KX2355'LADDER LEG AND 10 FEET SOUTHEAST OF THE FOURTH LEG CLOCKWISE FROM THE
 KX2355'LADDER LEG.  THE MARK IS A STANDARD TRAVERSE DISK SET IN THE TOP
 KX2355'OF A ROUND CONCRETE POST PROJECTING 4 INCHES AND IS STAMPED CRESSON
 KX2355'1967.
 KX2355'
 KX2355'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 KX2355'THE CONCRETE FOUNDATION OF THE FIRST LEG CLOCKWISE FROM
 KX2355'THE LADDER LEG AND IS STAMPED CRESSON NO 1 1967.
 KX2355'
 KX2355'REFERENCE MARK NO. 2 IS 120 FEET NORTH OF THE CENTER OF THE WEST
 KX2355'WATER TANK, 17 FEET NORTH-NORTHWEST OF THE APPROXIMATE
 KX2355'CENTER OF THE TRACK ROAD AND 14 FEET EAST OF AN 18-INCH OAK TREE.
 KX2355'THE MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 KX2355'POST PROJECTING 3 INCHES AND IS STAMPED CRESSON NO 2 1967.
 KX2355'
 KX2355'THE AZIMUTH MARK IS 35 FEET WEST OF THE APPROXIMATE CENTER OF THE
 KX2355'PAVED ROAD, 22 FEET NORTH OF A TWIN TRUNKED 24-INCH OAK
 KX2355'TREE AND 2.2 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.  THE MARK
 KX2355'IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST
 KX2355'PROJECTING 3 INCHES AND IS STAMPED CRESSON 1967.
 KX2355'
 KX2355'NOTE- OBSERVATIONS WERE MADE FROM THE CAT-WALK OF THE WEST WATER
 KX2355'TANK, 76 FEET ABOVE THE GROUND.
 KX2355'
 KX2355'HEIGHT OF LIGHT ABOVE STATION MARK 23.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2259 ***********************************************************************
 KX2259  DESIGNATION -  CRESSON HOSPITAL LAUNDRY STACK
 KX2259  PID         -  KX2259
 KX2259  STATE/COUNTY-  PA/CAMBRIA
 KX2259  USGS QUAD   -  CRESSON (1984)
 KX2259
 KX2259                         *CURRENT SURVEY CONTROL
 KX2259  ___________________________________________________________________
 KX2259* NAD 83(1992)-  40 27 02.14837(N)    078 33 40.66582(W)     ADJUSTED  
 KX2259* NAVD 88     -                                                        
 KX2259  ___________________________________________________________________
 KX2259  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 KX2259  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KX2259
 KX2259  HORZ ORDER  -  THIRD
 KX2259
 KX2259.The horizontal coordinates were established by classical geodetic methods
 KX2259.and adjusted by the National Geodetic Survey in June 2002..
 KX2259
 KX2259
 KX2259.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2259
 KX2259.The geoid height was determined by GEOID03.
 KX2259
 KX2259;                    North         East     Units Scale Factor Converg.
 KX2259;SPC PA S     -   124,371.511   531,181.579   MT  0.99995950   -0 31 34.9
 KX2259;SPC PA S     -   408,042.20  1,742,718.23   sFT  0.99995950   -0 31 34.9
 KX2259;UTM  17      - 4,480,627.345   706,802.299   MT  1.00012646   +1 34 58.0
 KX2259
 KX2259                          SUPERSEDED SURVEY CONTROL
 KX2259
 KX2259  NAD 83(1986)-  40 27 02.15511(N)    078 33 40.67589(W) AD(       ) 4
 KX2259  NAD 27      -  40 27 01.89456(N)    078 33 41.61926(W) AD(       ) 3
 KX2259
 KX2259.Superseded values are not recommended for survey control.
 KX2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2259.See file dsdata.txt to determine how the superseded data were derived.
 KX2259
 KX2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE0680280627(NAD 83)
 KX2259_MARKER: 63 = STACK
 KX2259
 KX2259  HISTORY     - Date     Condition        Report By
 KX2259  HISTORY     - 1941     FIRST OBSERVED   CGS
 KX2259  HISTORY     - 1967     GOOD             CGS
 KX2259
 KX2259                          STATION DESCRIPTION
 KX2259
 KX2259'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2259'THIS INTERSECTION STATION IS ABOUT 3.0 MILES SE OF CRESSON, ON THE
 KX2259'GROUNDS OF THE CRESSON HOSPITAL, 0.2 MILE NE OF THE MAIN HOSPITAL
 KX2259'BUILDING, AND ON THE LEFT OF THE DRIVEWAY LEADING UP TO THE HOSPITAL.
 KX2259'IT IS A BROWN BRICK STACK ABOUT 125 FEET HIGH.  THE CENTER OF
 KX2259'THE STACK IS THE POINT OBSERVED UPON.
 KX2259
 KX2259                          STATION RECOVERY (1967)
 KX2259
 KX2259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2259'STATION RECOVERED AS DESCRIBED IN 1941 BY G.W.L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2260 ***********************************************************************
 KX2260  DESIGNATION -  CRESSON HOSPITAL WATER TANK
 KX2260  PID         -  KX2260
 KX2260  STATE/COUNTY-  PA/CAMBRIA
 KX2260  USGS QUAD   -  CRESSON (1984)
 KX2260
 KX2260                         *CURRENT SURVEY CONTROL
 KX2260  ___________________________________________________________________
 KX2260* NAD 83(1992)-  40 26 37.74079(N)    078 33 33.36487(W)     ADJUSTED  
 KX2260* NAVD 88     -                                                        
 KX2260  ___________________________________________________________________
 KX2260  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 KX2260  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KX2260
 KX2260  HORZ ORDER  -  THIRD
 KX2260
 KX2260.The horizontal coordinates were established by classical geodetic methods
 KX2260.and adjusted by the National Geodetic Survey in June 2002..
 KX2260
 KX2260
 KX2260.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2260
 KX2260.The geoid height was determined by GEOID03.
 KX2260
 KX2260;                    North         East     Units Scale Factor Converg.
 KX2260;SPC PA S     -   123,617.135   531,346.705   MT  0.99995951   -0 31 30.2
 KX2260;SPC PA S     -   405,567.22  1,743,259.98   sFT  0.99995951   -0 31 30.2
 KX2260;UTM  17      - 4,479,879.431   706,995.107   MT  1.00012745   +1 35 01.9
 KX2260
 KX2260                          SUPERSEDED SURVEY CONTROL
 KX2260
 KX2260  NAD 83(1986)-  40 26 37.74781(N)    078 33 33.37483(W) AD(       ) 4
 KX2260  NAD 27      -  40 26 37.49200(N)    078 33 34.31700(W) AD(       ) 3
 KX2260
 KX2260.Superseded values are not recommended for survey control.
 KX2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2260.See file dsdata.txt to determine how the superseded data were derived.
 KX2260
 KX2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE0699579879(NAD 83)
 KX2260_MARKER: 53 = ELEVATED TANK
 KX2260
 KX2260  HISTORY     - Date     Condition        Report By
 KX2260  HISTORY     - 1941     FIRST OBSERVED   CGS
 KX2260  HISTORY     - 1967     GOOD             CGS
 KX2260
 KX2260                          STATION DESCRIPTION
 KX2260
 KX2260'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2260'THIS INTERSECTION STATION IS ABOUT 3.0 MILES SE OF CRESSON, ON THE
 KX2260'GROUNDS OF THE CRESSON HOSPITAL, 0.2 MILE SE OF THE MAIN
 KX2260'HOSPITAL BUILDING IN A HEAVILY WOODED AREA.  IT IS A FOUR-LEGGED
 KX2260'STEEL STRUCTURE ABOUT 90 FEET HIGH, AND THE ENTIRE STRUCTURE IS
 KX2260'PAINTED SILVER THE AIRWAY BEACON ON THE APEX OF THE ROOF IS THE POINT
 KX2260'OBSERVED UPON.
 KX2260
 KX2260                          STATION RECOVERY (1967)
 KX2260
 KX2260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2260'THE WATER TANK WAS RECOVERED AS DESCRIBED BUT THE AIRWAY BEACON HAS
 KX2260'BEEN REMOVED FROM THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2261 ***********************************************************************
 KX2261  DESIGNATION -  CRESSON ST JOHNS ORPHANAGE TK
 KX2261  PID         -  KX2261
 KX2261  STATE/COUNTY-  PA/CAMBRIA
 KX2261  USGS QUAD   -  CRESSON (1984)
 KX2261
 KX2261                         *CURRENT SURVEY CONTROL
 KX2261  ___________________________________________________________________
 KX2261* NAD 83(1992)-  40 27 33.77574(N)    078 34 28.16610(W)     ADJUSTED  
 KX2261* NAVD 88     -                                                        
 KX2261  ___________________________________________________________________
 KX2261  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 KX2261  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KX2261
 KX2261  HORZ ORDER  -  THIRD
 KX2261
 KX2261.The horizontal coordinates were established by classical geodetic methods
 KX2261.and adjusted by the National Geodetic Survey in June 2002..
 KX2261
 KX2261
 KX2261.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2261
 KX2261.The geoid height was determined by GEOID03.
 KX2261
 KX2261;                    North         East     Units Scale Factor Converg.
 KX2261;SPC PA S     -   125,357.354   530,071.490   MT  0.99995951   -0 32 05.7
 KX2261;SPC PA S     -   411,276.59  1,739,076.21   sFT  0.99995951   -0 32 05.7
 KX2261;UTM  17      - 4,481,571.817   705,656.489   MT  1.00012065   +1 34 28.1
 KX2261
 KX2261                          SUPERSEDED SURVEY CONTROL
 KX2261
 KX2261  NAD 83(1986)-  40 27 33.78254(N)    078 34 28.17682(W) AD(       ) 4
 KX2261  NAD 27      -  40 27 33.53000(N)    078 34 29.12000(W) AD(       ) 3
 KX2261
 KX2261.Superseded values are not recommended for survey control.
 KX2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2261.See file dsdata.txt to determine how the superseded data were derived.
 KX2261
 KX2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE0565681572(NAD 83)
 KX2261_MARKER: 53 = ELEVATED TANK
 KX2261
 KX2261  HISTORY     - Date     Condition        Report By
 KX2261  HISTORY     - 1941     FIRST OBSERVED   CGS
 KX2261
 KX2261                          STATION DESCRIPTION
 KX2261
 KX2261'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2261'THIS INTERSECTION STATION IS ABOUT 0.5 MILE SE OF CRESSON, ON THE
 KX2261'GROUNDS OF THE ST. JOHNS ORPHANAGE, AND DIRECTLY BEHIND THE
 KX2261'MAIN SCHOOL BUILDING.  IT IS A FOUR-LEGGED STEEL STRUCTURE ABOUT 100
 KX2261'FEET HIGH AND THE ENTIRE STRUCTURE IS PAINTED SILVER, WITH THE
 KX2261'BLACK LETTERING ON THE S SIDE OF THE WATER TANK ST. JOHNS AND ST.
 KX2261'MARYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2257 ***********************************************************************
 KX2257  DESIGNATION -  CRESSON STATE HOSP W TANK 1967
 KX2257  PID         -  KX2257
 KX2257  STATE/COUNTY-  PA/CAMBRIA
 KX2257  USGS QUAD   -  CRESSON (1984)
 KX2257
 KX2257                         *CURRENT SURVEY CONTROL
 KX2257  ___________________________________________________________________
 KX2257* NAD 83(1992)-  40 26 38.03585(N)    078 33 34.04931(W)     ADJUSTED  
 KX2257* NAVD 88     -                                                        
 KX2257  ___________________________________________________________________
 KX2257  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 KX2257  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KX2257
 KX2257  HORZ ORDER  -  THIRD
 KX2257
 KX2257.The horizontal coordinates were established by classical geodetic methods
 KX2257.and adjusted by the National Geodetic Survey in June 2002..
 KX2257
 KX2257
 KX2257.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2257
 KX2257.The geoid height was determined by GEOID03.
 KX2257
 KX2257;                    North         East     Units Scale Factor Converg.
 KX2257;SPC PA S     -   123,626.383   531,330.660   MT  0.99995951   -0 31 30.6
 KX2257;SPC PA S     -   405,597.56  1,743,207.34   sFT  0.99995951   -0 31 30.6
 KX2257;UTM  17      - 4,479,888.084   706,978.729   MT  1.00012736   +1 35 01.5
 KX2257
 KX2257                          SUPERSEDED SURVEY CONTROL
 KX2257
 KX2257  NAD 83(1986)-  40 26 38.04246(N)    078 33 34.06005(W) AD(       ) 4
 KX2257  NAD 27      -  40 26 37.78111(N)    078 33 35.00239(W) AD(       ) 3
 KX2257
 KX2257.Superseded values are not recommended for survey control.
 KX2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2257.See file dsdata.txt to determine how the superseded data were derived.
 KX2257
 KX2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE0697979888(NAD 83)
 KX2257_MARKER: 51 = TANK
 KX2257
 KX2257  HISTORY     - Date     Condition        Report By
 KX2257  HISTORY     - 1967     FIRST OBSERVED   CGS
 KX2257
 KX2257                          STATION DESCRIPTION
 KX2257
 KX2257'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2257'THE STATION IS THE BALL ATOP THE 110 FEET HIGH WATER TANK PAINTED
 KX2257'SILVER.  IT IS LOCATED ABOUT 2.5 MILES SOUTH OF GALLITZIN, 2
 KX2257'MILES EAST-SOUTHEAST OF CRESSON AND ON THE CRESSON STATE HOSPITAL
 KX2257'GROUNDS.  A TRAVERSE CONNECTION WAS MADE TO STATION CRESSON
 KX2257'1967, DISTANCE BEING 6.757 METERS NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0891 ***********************************************************************
 KX0891  DESIGNATION -  CREST LINE
 KX0891  PID         -  KX0891
 KX0891  STATE/COUNTY-  PA/ARMSTRONG
 KX0891  USGS QUAD   -  TEMPLETON (1993)
 KX0891
 KX0891                         *CURRENT SURVEY CONTROL
 KX0891  ___________________________________________________________________
 KX0891* NAD 83(1986)-  40 53 39.     (N)    079 28 36.     (W)     SCALED    
 KX0891* NAVD 88     -       245.907  (meters)     806.78   (feet)  ADJUSTED  
 KX0891  ___________________________________________________________________
 KX0891  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KX0891  DYNAMIC HT  -         245.787 (meters)     806.39  (feet)  COMP
 KX0891  MODELED GRAV-     980,128.7   (mgal)                       NAVD 88
 KX0891
 KX0891  VERT ORDER  -  FIRST     CLASS II
 KX0891
 KX0891.The horizontal coordinates were scaled from a topographic map and have
 KX0891.an estimated accuracy of +/- 6 seconds.
 KX0891
 KX0891.The orthometric height was determined by differential leveling
 KX0891.and adjusted by the National Geodetic Survey in June 1991..
 KX0891
 KX0891.The geoid height was determined by GEOID03.
 KX0891
 KX0891.The dynamic height is computed by dividing the NAVD 88
 KX0891.geopotential number by the normal gravity value computed on the
 KX0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0891.degrees latitude (g = 980.6199 gals.).
 KX0891
 KX0891.The modeled gravity was interpolated from observed gravity values.
 KX0891
 KX0891;                    North         East    Units  Estimated Accuracy
 KX0891;SPC PA S     -   174,730.      454,510.      MT  (+/- 180 meters Scaled)
 KX0891
 KX0891                          SUPERSEDED SURVEY CONTROL
 KX0891
 KX0891  NGVD 29 (??/??/92)  246.084  (m)          807.36   (f) ADJ UNCH    1 2
 KX0891
 KX0891.Superseded values are not recommended for survey control.
 KX0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0891.See file dsdata.txt to determine how the superseded data were derived.
 KX0891
 KX0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF283281(NAD 83)
 KX0891_MARKER: DD = SURVEY DISK
 KX0891_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0891_SP_SET: CON DECK
 KX0891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0891
 KX0891  HISTORY     - Date     Condition        Report By
 KX0891  HISTORY     - UNK      MONUMENTED       DOD
 KX0891  HISTORY     - 1935     GOOD             NGS
 KX0891
 KX0891                          STATION DESCRIPTION
 KX0891
 KX0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KX0891'1.9 MI N FROM MOSGROVE.
 KX0891'1.9 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0891'AT MOSGROVE, ARMSTRONG COUNTY, NEAR ALLEGHENY RIVER, IN THE
 KX0891'CONCRETE DECK OF LOCK 8, 9 FEET SOUTHWEST OF BENCH MARK B 75
 KX0891'DESCRIBED ABOVE, AND 8 FEET WEST OF A LIGHT STANDARD.  A CORPS
 KX0891'OF ENGINEERS, U.S. ARMY, STANDARD CRESTLINE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1895 ***********************************************************************
 MA1895  DESIGNATION -  CRIPPEN
 MA1895  PID         -  MA1895
 MA1895  STATE/COUNTY-  PA/WARREN
 MA1895  USGS QUAD   -  YOUNGSVILLE (1981)
 MA1895
 MA1895                         *CURRENT SURVEY CONTROL
 MA1895  ___________________________________________________________________
 MA1895* NAD 83(1992)-  41 49 21.28936(N)    079 19 33.70535(W)     ADJUSTED  
 MA1895* NAVD 88     -       577.     (meters)    1893.     (feet)  SCALED    
 MA1895  ___________________________________________________________________
 MA1895  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 MA1895  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MA1895
 MA1895  HORZ ORDER  -  SECOND
 MA1895
 MA1895.The horizontal coordinates were established by classical geodetic methods
 MA1895.and adjusted by the National Geodetic Survey in June 2002..
 MA1895
 MA1895.The orthometric height was scaled from a topographic map.
 MA1895
 MA1895.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1895
 MA1895.The geoid height was determined by GEOID03.
 MA1895
 MA1895;                    North         East     Units Scale Factor Converg.
 MA1895;SPC PA N     -   185,090.182   469,072.300   MT  0.99998180   -1 02 33.4
 MA1895;SPC PA N     -   607,250.04  1,538,948.04   sFT  0.99998180   -1 02 33.4
 MA1895;UTM  17      - 4,631,432.254   639,020.934   MT  0.99983783   +1 06 59.1
 MA1895
 MA1895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1895!SPC PA N     -   0.99991470  x   0.99998180  =   0.99989650
 MA1895!UTM  17      -   0.99991470  x   0.99983783  =   0.99975255
 MA1895
 MA1895:                Primary Azimuth Mark                     Grid Az
 MA1895:SPC PA N     -  WILCOX                                   123 59 55.2
 MA1895:UTM  17      -  WILCOX                                   121 50 22.7
 MA1895
 MA1895|---------------------------------------------------------------------|
 MA1895| PID    Reference Object                     Distance      Geod. Az  |
 MA1895|                                                           dddmmss.s |
 MA1895| MA1847 WILCOX                              APPROX. 7.6 KM 1225721.8 |
 MA1895|---------------------------------------------------------------------|
 MA1895
 MA1895                          SUPERSEDED SURVEY CONTROL
 MA1895
 MA1895  NAD 83(1996)-  41 49 21.29000(N)    079 19 33.70503(W) AD(       ) 2
 MA1895  NAD 83(1986)-  41 49 21.29176(N)    079 19 33.70290(W) AD(       ) 2
 MA1895  NAD 27      -  41 49 21.08159(N)    079 19 34.53010(W) AD(       ) 2
 MA1895
 MA1895.Superseded values are not recommended for survey control.
 MA1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1895.See file dsdata.txt to determine how the superseded data were derived.
 MA1895
 MA1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG3902131432(NAD 83)
 MA1895_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1895_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MA1895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1895+STABILITY: SURFACE MOTION
 MA1895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA1895+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2001
 MA1895
 MA1895  HISTORY     - Date     Condition        Report By
 MA1895  HISTORY     - 1935     MONUMENTED       USGS
 MA1895  HISTORY     - 20010520 GOOD             USPSQD
 MA1895
 MA1895                          STATION DESCRIPTION
 MA1895
 MA1895'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (JB)
 MA1895'THIS IS AN OLD STATION OF THE U.S. GEOLOGICAL SURVEY.  NO NAME IS
 MA1895'STAMPED ON THE MARK.
 MA1895'
 MA1895'IT IS LOCATED IN BROKENSTRAW TOWNSHIP, ABOUT 2 MILES SOUTH OF
 MA1895'YOUNGSVILLE, ON THE HIGHEST POINT OF A ROCKY TIMBERED KNOLL THAT
 MA1895'FORMS THE SUMMIT OF CRIPPEN MOUNTAIN, WHICH IS KNOWN LOCALLY AS YORKE
 MA1895'MOUNTAIN.  THE STATION IS MARKED BY A STANDARD DISK CEMENTED IN THE
 MA1895'TOP OF AN OUTCROPPING BOULDER.  THE MARK HAS BEEN SLIGHTLY BATTERED,
 MA1895'AND INITIALS HAVE BEEN CUT IN THE BOULDER AROUND THE MARK.  THE
 MA1895'BOULDER IS FLUSH WITH THE GROUND.
 MA1895'
 MA1895'A NEW STATION, FIRST-ORDER TRIANGULATION, ALSO NAMED CRIPPEN, WAS
 MA1895'LOCATED NEAR THE U.S.G.S. MARK, AND A TRAVERSE MADE BY A PARTY UNDER
 MA1895'LT. JOHN BOWIE, JR.  THE NEW MARK IS AS DESCRIBED IN NOTE 1A, AND
 MA1895'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS 4.279
 MA1895'METERS,, (14.04 FEET) SOUTH OF THE OLD MARK.
 MA1895'
 MA1895'THE CHESTNUT TREE MENTIONED IN THE ORIGINAL DESCRIPTION IS NOW DEAD,
 MA1895'BUT THE TRUNK IS STILL STANDING.  THE U.S.G.S. MARK IS 3 METERS
 MA1895'SOUTHEAST OF THIS TREE, 1.62 METERS SOUTH OF AN IRON PIN THAT
 MA1895'PROJECTS ABOUT 2 INCHES OUT OF A BOULDER, AND THE FOLLOWING
 MA1895'DISTANCES AND DIRECTIONS FROM REFERENCE MARKS FOR THE TRIANGULATION
 MA1895'STATION- 20.437 METERS SOUTHEAST OF REFERENCE MARK NO. 1, AND
 MA1895'11.053 METERS (SLOPE) SOUTH OF REFERENCE MARK NO. 2.
 MA1895'
 MA1895'(FOR THE TRAVERSE TIE, SEE DESCRIPTION OF TRIANGULATION STATION
 MA1895'CRIPPEN.)
 MA1895
 MA1895                          STATION RECOVERY (2001)
 MA1895
 MA1895'RECOVERY NOTE BY US POWER SQUADRON 2001 (DH)
 MA1895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1896 ***********************************************************************
 MA1896  DESIGNATION -  CRIPPEN
 MA1896  PID         -  MA1896
 MA1896  STATE/COUNTY-  PA/WARREN
 MA1896  USGS QUAD   -  YOUNGSVILLE (1981)
 MA1896
 MA1896                         *CURRENT SURVEY CONTROL
 MA1896  ___________________________________________________________________
 MA1896* NAD 83(1992)-  41 49 21.15095(N)    079 19 33.69359(W)     ADJUSTED  
 MA1896* NAVD 88     -       577.4    (meters)    1894.     (feet)  VERTCON   
 MA1896  ___________________________________________________________________
 MA1896  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 MA1896  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MA1896
 MA1896  HORZ ORDER  -  FIRST
 MA1896
 MA1896.The horizontal coordinates were established by classical geodetic methods
 MA1896.and adjusted by the National Geodetic Survey in June 2002..
 MA1896
 MA1896.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA1896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA1896
 MA1896.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1896
 MA1896.The geoid height was determined by GEOID03.
 MA1896
 MA1896;                    North         East     Units Scale Factor Converg.
 MA1896;SPC PA N     -   185,085.908   469,072.494   MT  0.99998180   -1 02 33.4
 MA1896;SPC PA N     -   607,236.02  1,538,948.67   sFT  0.99998180   -1 02 33.4
 MA1896;UTM  17      - 4,631,427.990   639,021.288   MT  0.99983783   +1 06 59.1
 MA1896
 MA1896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1896!SPC PA N     -   0.99991461  x   0.99998180  =   0.99989641
 MA1896!UTM  17      -   0.99991461  x   0.99983783  =   0.99975245
 MA1896
 MA1896:                Primary Azimuth Mark                     Grid Az
 MA1896:SPC PA N     -  CRIPPEN AZ MK                            022 26 40.3
 MA1896:UTM  17      -  CRIPPEN AZ MK                            020 17 07.8
 MA1896
 MA1896|---------------------------------------------------------------------|
 MA1896| PID    Reference Object                     Distance      Geod. Az  |
 MA1896|                                                           dddmmss.s |
 MA1896| CX4356 CRIPPEN AZ MK                                      0212406.9 |
 MA1896| CX4357 CRIPPEN RM 1                         19.394 METERS 25828     |
 MA1896| CX4358 CRIPPEN RM 2                         15.060 METERS 33916     |
 MA1896| MA1895 CRIPPEN                               4.279 METERS 35622     |
 MA1896|---------------------------------------------------------------------|
 MA1896
 MA1896                          SUPERSEDED SURVEY CONTROL
 MA1896
 MA1896  NAD 83(1996)-  41 49 21.15159(N)    079 19 33.69327(W) AD(       ) 1
 MA1896  NAD 83(1986)-  41 49 21.15324(N)    079 19 33.69113(W) AD(       ) 1
 MA1896  NAD 27      -  41 49 20.94318(N)    079 19 34.51836(W) AD(       ) 1
 MA1896  NGVD 29 (07/19/86)  577.6    (m)         1895.     (f) VERT ANG       
 MA1896
 MA1896.Superseded values are not recommended for survey control.
 MA1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1896.See file dsdata.txt to determine how the superseded data were derived.
 MA1896
 MA1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG3902131428(NAD 83)
 MA1896_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA1896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA1896+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2001
 MA1896
 MA1896  HISTORY     - Date     Condition        Report By
 MA1896  HISTORY     - 1938     MONUMENTED       CGS
 MA1896  HISTORY     - 1935     SEE DESCRIPTION  CGS
 MA1896  HISTORY     - 1959     SEE DESCRIPTION  CGS
 MA1896  HISTORY     - 1968     SEE DESCRIPTION  CGS
 MA1896  HISTORY     - 20010520 GOOD             USPSQD
 MA1896
 MA1896                          STATION DESCRIPTION
 MA1896
 MA1896'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 MA1896'THE STATION IS ON THE HIGHEST POINT OF WOODED HILL, OWNED BY MR. JOHN
 MA1896'ZAWARSKI.  THE TOP OF THIS HILL IS COMPOSED OF LARGE BOULDERS.
 MA1896'THE MARK IS 5.8 METERS SOUTHEAST OF DEAD TRUNK OF CHESTNUT TREE, 4.2
 MA1896'METERS NORTHEAST OF BLAZED OAK TREE, AND 5.90 METERS SOUTH OF
 MA1896'IRON PIN PROJECTING FROM OUTCROPPING ROCK, 4.279 METERS (14.04 FEET)
 MA1896'SOUTH OF U.S.G.S.  MARK THAT IS CEMENTED IN OUTCROPPING ROCK, AND
 MA1896'PROJECTS 6 INCHES ABOVE GROUND.  NOTES 1A AND 7A.
 MA1896'
 MA1896'TO REACH FROM YOUNGSVILLE, LEAVE U.S. HIGHWAY 6 AT RAILROAD AVENUE,
 MA1896'BETWEEN FIRST NATIONAL BANK AND HOTEL.  GO SOUTH, CROSS RAILROAD
 MA1896'TRACKS, THEN SOUTHWEST OF DIRT ROAD FOR 2.3 MILES, TURN RIGHT AND GO
 MA1896'0.1 MILE, HERE TURN RIGHT ON FARM ROAD AND GO NORTH TO SUMMIT OF
 MA1896'HILL.
 MA1896'
 MA1896'REFERENCE MARK NO. 1, NOTE 12C, IS 19.384 METERS (63.58 FEET)
 MA1896'WEST-SOUTHWEST OF STATION.  A STANDARD DISK CEMENTED IN DRILL HOLE
 MA1896'IN BOULDER.
 MA1896'
 MA1896'REFERENCE MARK NO. 2, NOTE 12C, IS 15.096 METERS (49.4 FEET) NORTH OF
 MA1896'STATION, AND 22.578 METERS NORTH-NORTHEAST OF REFERENCE MARK NO.
 MA1896'1.  A STANDARD DISK CEMENTED IN DRILL HOLE IN BOULDER.
 MA1896'
 MA1896'AZIMUTH MARK, NOTE 11A, IS 0.5 MILE, AIRLINE, NORTHEAST OF STATION, 6
 MA1896'METERS NORTH OF FARM ROAD LEADING WEST, 50 METERS EAST-NORTHEAST OF
 MA1896'A RED TWO-STORY FARMHOUSE, 60 METERS EAST OF BARN, 3 METERS NORTHWEST
 MA1896'OF CENTERLINE OF ROAD, PROJECTS ABOUT 4 INCHES.  CLEARING NECESSARY.
 MA1896'
 MA1896'A 50-FOOT TOWER USED AND CLEARED ALL LINES.
 MA1896'
 MA1896'THE U.S.G.S. MARK IS ALSO NAMED CRIPPEN, BUT IS UNSTAMPED.  IT IS
 MA1896'MARKED BY A STANDARD DISK CEMENTED IN OUTCROPPING ROCK.
 MA1896
 MA1896                          STATION RECOVERY (1935)
 MA1896
 MA1896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JB)
 MA1896'RECOVERED AS DESCRIBED.  NEW DESCRIPTION FOLLOWS-
 MA1896'
 MA1896'STATION IS ON THE HIGHEST POINT OF CRIPPEN MT. KNOWN LOCALLY AS YORKE
 MA1896'MT., ABOUT 2 MILES SOUTH OF YOUNGSVILLE, IN BROKENSTRAW
 MA1896'TOWNSHIP, ON LAND OF MR. JOHN ZAWARSKI.  TOP OF HILL IS COMPOSED OF
 MA1896'LARGE BOULDERS.
 MA1896'
 MA1896'TO REACH THE STATION FROM YOUNGSVILLE, LEAVE U.S. HIGHWAY 6 AT
 MA1896'RAILROAD AVENUE, BETWEEN FIRST NATIONAL BANK AND HOTEL.  GO SOUTH
 MA1896'ACROSS RAILROAD TRACKS, THEN SOUTHWEST ON DIRT ROAD FOR 1.6 MILES
 MA1896'(AZIMUTH AT THIS POINT).  CONTINUE STRAIGHT AHEAD 0.5 MILE TO
 MA1896'STAGGERED CROSS ROAD.  TURN RIGHT AND GO 0.1 MILE TO FARM ROAD RIGHT.
 MA1896'TURN RIGHT AND FOLLOW FARM ROAD UPHILL FOR 0.1 MILE, LEAVE TRUCK AND
 MA1896'WALK 50 YARDS TO STATION ON SUMMIT.
 MA1896'
 MA1896'STATION MARK IS 5.8 METERS SOUTHEAST OF DEAD TRUNK OF CHESTNUT TREE,
 MA1896'4.2 METERS NORTHEAST OF BLAZED OAK TREE, AND 5.9 METERS SOUTH OF
 MA1896'IRON EYE-BOLT PROJECTING FROM ROCK.  NOTES 1A AND 7A.  MARK PROJECTS
 MA1896'6 INCHES ABOVE GROUND.
 MA1896'
 MA1896'ALL MARKS ARE STAMPED CRIPPEN, 1935.
 MA1896'
 MA1896'REFERENCE MARK NO. 1 IS WEST-SOUTHWEST OF STATION, CEMENTED IN LARGE
 MA1896'BOULDER.  NOTE 12C.
 MA1896'
 MA1896'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF STATION CEMENTED IN LARGE
 MA1896'BOULDER.  NOTE 12C.
 MA1896'
 MA1896'CRIPPEN, (U.S.G.S.) UNSTAMPED, IS A STANDARD U.S.G.S. DISK CEMENTED
 MA1896'IN LEDGE ROCK NORTH OF STATION.
 MA1896'
 MA1896'AZIMUTH MARK (NOTE 11A) IS 0.5 MILE NORTH-NORTHEAST OF STATION, 3
 MA1896'METERS NORTHWEST OF CENTERLINE OF MAIN DIRT ROAD, 6 METERS NORTH
 MA1896'OF FARM ROAD LEADING WEST, 50 METERS EAST-NORTHEAST OF RED TWO-STORY
 MA1896'FARMHOUSE, AND 60 METERS EAST OF BARN. MARK PROTRUDES 4 INCHES.
 MA1896'CLEARING NECESSARY.
 MA1896'
 MA1896'A 77-FOOT TOWER CLEARED ALL LINES.
 MA1896'
 MA1896'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 MA1896
 MA1896                          STATION RECOVERY (1959)
 MA1896
 MA1896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 MA1896'STATION, AZIMUTH, AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 MA1896'ANGLE BETWEEN REFERENCE MARKS AND DISTANCES TO REFERENCE MARKS
 MA1896'CHECKED AND FOUND CORRECT.  DESCRIPTION ADEQUATE AND CORRECT.
 MA1896
 MA1896                          STATION RECOVERY (1968)
 MA1896
 MA1896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA1896'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, CRIPPEN USGS AND
 MA1896'THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK
 MA1896'WAS LEANING SLIGHTLY BUT APPEARS TO BE SOLID IN THE GROUND.  THE
 MA1896'DIRECTION TO THE AZIMUTH MARK FAILED TO CHECK THE 1938 DIRECTION BY
 MA1896'19.2 SECONDS.
 MA1896
 MA1896                          STATION RECOVERY (2001)
 MA1896
 MA1896'RECOVERY NOTE BY US POWER SQUADRON 2001 (WR)
 MA1896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1986 ***********************************************************************
 MA1986  DESIGNATION -  CRISWELL
 MA1986  PID         -  MA1986
 MA1986  STATE/COUNTY-  PA/CLARION
 MA1986  USGS QUAD   -  CRANBERRY (1977)
 MA1986
 MA1986                         *CURRENT SURVEY CONTROL
 MA1986  ___________________________________________________________________
 MA1986* NAD 83(1992)-  41 15 13.21980(N)    079 38 44.86470(W)     ADJUSTED  
 MA1986* NAVD 88     -       507.86   (+/-2cm)    1666.2    (feet)  VERTCON   
 MA1986  ___________________________________________________________________
 MA1986  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 MA1986  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 MA1986
 MA1986  HORZ ORDER  -  FIRST
 MA1986  VERT ORDER  -  THIRD ? (See Below)
 MA1986
 MA1986.The horizontal coordinates were established by classical geodetic methods
 MA1986.and adjusted by the National Geodetic Survey in June 2002..
 MA1986
 MA1986.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA1986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA1986.The vertical order pertains to the NGVD 29 superseded value.
 MA1986
 MA1986.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1986
 MA1986.The geoid height was determined by GEOID03.
 MA1986
 MA1986;                    North         East     Units Scale Factor Converg.
 MA1986;SPC PA N     -   122,454.662   441,128.873   MT  0.99996090   -1 15 14.9
 MA1986;SPC PA N     -   401,753.34  1,447,270.31   sFT  0.99996090   -1 15 14.9
 MA1986;UTM  17      - 4,567,801.881   613,454.276   MT  0.99975841   +0 53 35.0
 MA1986
 MA1986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1986!SPC PA N     -   0.99992556  x   0.99996090  =   0.99988646
 MA1986!UTM  17      -   0.99992556  x   0.99975841  =   0.99968398
 MA1986
 MA1986|---------------------------------------------------------------------|
 MA1986| PID    Reference Object                     Distance      Geod. Az  |
 MA1986|                                                           dddmmss.s |
 MA1986| MA1987 BEELS                                 6.909 METERS 08339     |
 MA1986| CX4359 CRISWELL AZ MK                                     1512002.0 |
 MA1986| MA2033 CHICAGO NEW YORK AWY BCN 42         APPROX. 4.4 KM 2043815.9 |
 MA1986| CX4360 CRISWELL RM 1                        36.039 METERS 22759     |
 MA1986| CX4361 CRISWELL RM 2                        31.470 METERS 29528     |
 MA1986|---------------------------------------------------------------------|
 MA1986
 MA1986                          SUPERSEDED SURVEY CONTROL
 MA1986
 MA1986  NAD 83(1986)-  41 15 13.22284(N)    079 38 44.86663(W) AD(       ) 1
 MA1986  NAD 27      -  41 15 13.00000(N)    079 38 45.70000(W) AD(       ) 1
 MA1986  NGVD 29 (07/19/86)  508.02   (m)         1666.7    (f) LEVELING    3  
 MA1986
 MA1986.Superseded values are not recommended for survey control.
 MA1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1986.See file dsdata.txt to determine how the superseded data were derived.
 MA1986
 MA1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF1345467802(NAD 83)
 MA1986_MARKER: DS = TRIANGULATION STATION DISK
 MA1986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1986
 MA1986  HISTORY     - Date     Condition        Report By
 MA1986  HISTORY     - 1935     MONUMENTED       CGS
 MA1986  HISTORY     - 1958     GOOD             CGS
 MA1986  HISTORY     - 1964     GOOD             CGS
 MA1986  HISTORY     - 1967     GOOD             CGS
 MA1986
 MA1986                          STATION DESCRIPTION
 MA1986
 MA1986'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 MA1986'THE STATION IS ON A HIGH HILL ABOUT 1.5 MILES, AIRLINE, SOUTH OF
 MA1986'NICKLEVILLE, ON PROPERTY OWNED BY J.S. BEELS.  THE TOP OF THIS HILL
 MA1986'IS A BARE KNOLL IN A PASTURE, AND THE STATION MARK IS IN A WIRE FENCE
 MA1986'LINE BOUNDING BEELS PROPERTY ON THE NORTH, AND ON THE
 MA1986'CLARION-VENANGO COUNTY LINE.  IT IS ABOUT 250 METERS NORTHWEST OF
 MA1986'BEELS HOUSE, AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 MA1986'
 MA1986'TO REACH FROM NICKLEVILLE, GO SOUTH ON STATE HIGHWAY 38 FOR 2.4 MILES
 MA1986'TO A GRADED DIRT ROAD.  TURN LEFT ON THIS ROAD AND FOLLOW 1.1
 MA1986'MILES TO FORKS, TAKE RIGHT AROUND SOUTH SIDE OF HILL FOR 0.3 MILE TO
 MA1986'BEELS HOUSE.
 MA1986'
 MA1986'REFERENCE MARK NO. 1 IS WEST-SOUTHWEST OF THE STATION, IN A WIRE
 MA1986'FENCE LINE, AND 22 METERS SOUTH-SOUTHEAST OF FENCE CORNER.
 MA1986'
 MA1986'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, IN FENCE LINE,
 MA1986'13 METERS NORTH-NORTHWEST OF FENCE CORNER, AND ABOUT 35 METERS
 MA1986'NORTH-NORTHWEST OF REFERENCE MARK NO. 1.
 MA1986'
 MA1986'THE AZIMUTH MARK IS SOUTHEAST OF THE STATION, NEAR FARMHOUSE, IN
 MA1986'SOUTHEAST ANGLE FORMED BY DIRT T-ROAD INTERSECTION, 30 METERS
 MA1986'SOUTHWEST OF MAIN ROAD, 5 METERS EAST OF T-ROAD ABOUT 60 METERS
 MA1986'NORTHWEST OF LARGE BARN WITH P.M. NEELY 1898 PAINTED OVER DOOR, 12
 MA1986'METERS WEST OF THE NORTHWEST CORNER OF A SMALLER BARN, AND 4 METERS
 MA1986'SOUTH-SOUTHWEST OF A 48-INCH TREE.  THE MARK PROJECTS ABOUT 4
 MA1986'INCHES, AND IS VISIBLE FROM THE GROUND AT THE STATION.
 MA1986'
 MA1986'A 90-FOOT TOWER USED.
 MA1986'
 MA1986'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE AS DESCRIBED.
 MA1986
 MA1986                          STATION RECOVERY (1958)
 MA1986
 MA1986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JEG)
 MA1986'THE STATION MARK, REFERENCE MARKS NO 1, NO 2 AND THE AZIMUTH MARK
 MA1986'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  A
 MA1986'DIFFERENCE IN THE MEASUREMENT TO REFERENCE MARK NO 1 AND NO 2 WAS
 MA1986'NOTED.
 MA1986'
 MA1986'THE STATION IS LOCATED ON A HIGH, BRUSH COVERED HILL WITH SMALL PINE
 MA1986'TREES ON THE NORTH, EAST AND SOUTH SLOPES.  IT IS ABOUT 14 MILES
 MA1986'SOUTHEAST OF FRANKLIN, ABOUT 6 MILES NORTHEAST OF EMLENTON AND 1.5
 MA1986'MILES SOUTH OF NICKLEVILLE, ON PROPERTY OWNED BY J.H. BEELS
 MA1986'AND ABOUT 0.15 MILE NORTHWEST OF MR. BEELS FARM BUILDINGS.  IT IS IN
 MA1986'AN OLD FENCELINE BOUNDING MR. BEELS PROPERTY ON THE NORTH AND
 MA1986'IS ON THE CLARION-VENANGO COUNTY LINE.
 MA1986'
 MA1986'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 322 AND STATE HIGHWAY 38,
 MA1986'ABOUT 12 MILES SOUTHEAST OF FRANKLIN, GO SOUTH ON STATE HIGHWAY 38
 MA1986'FOR 2.62 MILES TO A SIDE ROAD ON THE LEFT AND SIGN READING
 MA1986'NICKLEVILLE.  TURN LEFT, SOUTHWEST, ON A BLACKTOP ROAD AND GO 0.1
 MA1986'MILE TO A FORK.  TAKE THE RIGHT FORK, A GRAVELED ROAD, AND CONTINUE
 MA1986'SOUTHWEST FOR 1.5 MILES TO A FORK.  TAKE THE LEFT FORK, UPHILL, ON A
 MA1986'GRAVELED ROAD AND GO 0.35 MILE MR. BEELS HOUSE ON THE RIGHT AND BARN
 MA1986'ON THE LEFT*.  CONTINUE STRAIGHT AHEAD ON THE GRAVELED ROAD FOR
 MA1986'0.28 MILE TO A CROSSROAD.  TURN RIGHT, SOUTH, AND GO 0.39 MILE
 MA1986'TO A T-ROAD INTERSECTION.  TURN RIGHT AND GO WEST FOR ABOUT 30 YARDS
 MA1986'TO THE AZI. MARK ON THE LEFT HAND SIDE OF THE ROAD, AS DESCRIBED.
 MA1986'*TURN LEFT ON A TRACK ROAD LEADING BETWEEN THE BARN AND A SILO AND GO
 MA1986'NORTH THROUGH FENCED LOT FOR 0.11 MILE TO A FENCELINE.  PASS THROUGH
 MA1986'WIRE GAP.  TURN SHARP LEFT AND GO UPHILL THROUGH BRUSHY AREA, KEEPING
 MA1986'TO THE NORTH OF A FIELD AND PINE TREES FOR 0.1 MILE TO THE TOP OF
 MA1986'THE HILL AND STATION AS DESCRIBED.
 MA1986'
 MA1986'THE STATION MARK, A STANDARD DISK STAMPED CRISWELL 1935, SET IN THE
 MA1986'TOP A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES ABOVE THE
 MA1986'SURFACE OF THE GROUND.
 MA1986'
 MA1986'REFERENCE MARK NO 1, A STANDARD DISK STAMPED CRISWELL NO 1 1935, SET
 MA1986'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 8 INCHES
 MA1986'ABOVE THE SURFACE OF THE GROUND.  IT IS 4
 MA1986'FEET SOUTH OF THE EDGE OF A CULTIVATED FIELD AND IS SET IN
 MA1986'A FENCELINE.  THE MARK IS ABOUT 13 FEET LOWER THAN THE STATION.
 MA1986'
 MA1986'REFERENCE MARK NO 2, A STANDARD DISK STAMPED CRISWELL NO 2 1935, IS
 MA1986'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT
 MA1986'3 INCHES ABOVE THE SURFACE OF THE GROUND.
 MA1986'THE MARK IS 4 FEET SOUTH OF THE EDGE OF A CULTIVATED FIELD AND IS
 MA1986'SET IN AN OLD FENCELINE.  THE MARK IS ABOUT 6 FEET LOWER THAN THE
 MA1986'STATION.
 MA1986'
 MA1986'BEELS USGS IS A U.S. GEOLOGICAL BENCH MARK WITH NO STAMPING.  IT IS
 MA1986'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT
 MA1986'7 INCHES ABOVE THE SURFACE OF THE GROUND.
 MA1986'
 MA1986'THE AZIMUTH MARK, A STANDARD DISK STAMPED CRISWELL 1935, SET IN THE
 MA1986'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES ABOVE
 MA1986'THE SURFACE OF THE GROUND.  IT IS 81 FEET
 MA1986'SOUTH-SOUTHEAST OF A ROAD INTERSECTION, 49 FEET NORTHEAST
 MA1986'OF A POWERLINE POLE, 21 FEET SOUTHEAST OF THE CENTER OF A GRAVELED
 MA1986'ROAD, 19 FEET NORTHEAST OF A TRACK ROAD AND 15 FEET
 MA1986'SOUTH-SOUTHEAST OF A 36-INCH TRIANGULAR BLAZED ASH TREE.
 MA1986
 MA1986                          STATION RECOVERY (1964)
 MA1986
 MA1986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AL)
 MA1986'STATION, RM 2 AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS
 MA1986'DESCRIBED.  RM 1 WAS NOT SEARCHED FOR.
 MA1986
 MA1986                          STATION RECOVERY (1967)
 MA1986
 MA1986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MA1986'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH MARK
 MA1986'WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE
 MA1986'PROPERTY IS STILL OWNED BY MR. J.H. BEELS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1779 ***********************************************************************
 NC1779  DESIGNATION -  CRITTENDEN
 NC1779  PID         -  NC1779
 NC1779  STATE/COUNTY-  PA/ERIE
 NC1779  USGS QUAD   -  NORTH EAST (1996)
 NC1779
 NC1779                         *CURRENT SURVEY CONTROL
 NC1779  ___________________________________________________________________
 NC1779* NAD 83(1992)-  42 13 52.87576(N)    079 52 26.64776(W)     ADJUSTED  
 NC1779* NAVD 88     -       176.     (meters)     577.     (feet)  VERTCON   
 NC1779  ___________________________________________________________________
 NC1779  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 NC1779  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 NC1779
 NC1779  HORZ ORDER  -  SECOND
 NC1779
 NC1779.The horizontal coordinates were established by classical geodetic methods
 NC1779.and adjusted by the National Geodetic Survey in June 2002..
 NC1779
 NC1779.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1779
 NC1779.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1779
 NC1779.The geoid height was determined by GEOID03.
 NC1779
 NC1779;                    North         East     Units Scale Factor Converg.
 NC1779;SPC PA N     -   231,453.810   424,665.611   MT  1.00005780   -1 24 18.6
 NC1779;SPC PA N     -   759,361.37  1,393,257.09   sFT  1.00005780   -1 24 18.6
 NC1779;SPC NY W     -   248,596.858   243,455.588   MT  1.00007713   -0 52 03.4
 NC1779;SPC NY W     -   815,604.86    798,737.21   sFT  1.00007713   -0 52 03.4
 NC1779;UTM  17      - 4,676,077.372   592,909.003   MT  0.99970621   +0 45 24.6
 NC1779
 NC1779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1779!SPC PA N     -   0.99997790  x   1.00005780  =   1.00003570
 NC1779!SPC NY W     -   0.99997790  x   1.00007713  =   1.00005503
 NC1779!UTM  17      -   0.99997790  x   0.99970621  =   0.99968412
 NC1779
 NC1779|---------------------------------------------------------------------|
 NC1779| PID    Reference Object                     Distance      Geod. Az  |
 NC1779|                                                           dddmmss.s |
 NC1779| CZ9304 CRITTENDEN RM 1                      17.520 METERS 10820     |
 NC1779| CZ9305 CRITTENDEN RM 2                      11.815 METERS 16447     |
 NC1779| ND0209 ERIE HARBOR LSC 1975                APPROX.19.3 KM 2424521.8 |
 NC1779|---------------------------------------------------------------------|
 NC1779
 NC1779                          SUPERSEDED SURVEY CONTROL
 NC1779
 NC1779  NAD 83(1996)-  42 13 52.87644(N)    079 52 26.64771(W) AD(       ) 2
 NC1779  NAD 83(1995)-  42 13 52.87400(N)    079 52 26.64230(W) AD(       ) 2
 NC1779  NAD 83(1986)-  42 13 52.87429(N)    079 52 26.64247(W) AD(       ) 2
 NC1779  NAD 27      -  42 13 52.65128(N)    079 52 27.41595(W) AD(       ) 2
 NC1779  NGVD 29 (07/19/86)  176.     (m)          577.     (f) VERT ANG       
 NC1779
 NC1779.Superseded values are not recommended for survey control.
 NC1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1779.See file dsdata.txt to determine how the superseded data were derived.
 NC1779
 NC1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG9290976077(NAD 83)
 NC1779_MARKER: I = METAL ROD
 NC1779_SETTING: 0 = UNSPECIFIED SETTING
 NC1779
 NC1779  HISTORY     - Date     Condition        Report By
 NC1779  HISTORY     - 1975     MONUMENTED       USLS
 NC1779
 NC1779                          STATION DESCRIPTION
 NC1779
 NC1779'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 NC1779'SECOND ORDER EODM TRAVERSE STATION--CLEVELAND-BUFFALO SCHEME.
 NC1779'
 NC1779'THE STATION IS LOCATED ABOUT 12 MILES EAST OF ERIE, PA. AND
 NC1779'ABOUT 2 MILES NORTHWEST OF THE TOWN OF NORTHEAST.  ALONG THE LAKE
 NC1779'ERIE SHORELINE AND ON THE PRIVATE PROPERTY OWNED BY A
 NC1779'DR. CRITTENDEN.
 NC1779'
 NC1779'TO REACH THE STATION FROM ERIE, PA., TRAVEL EAST ON STATE ROUTE
 NC1779'5 TO MOOREHEADVILLE ROAD (CALLED SHORELINE ROAD ON THE NORTH SIDE
 NC1779'OF 5) NEAR TWELVE MILE CREEK.  CONTINUE EAST ON STATE ROUTE 5
 NC1779'FOR 2.5 MILES TO THE PRIVATE RESIDENCE OF DR. CRITTENDEN ON
 NC1779'THE NORTH SIDE OF THE ROAD.  IT IS A LARGE WHITE 2-STORY WOODEN
 NC1779'HOUSE, NO HOUSE NUMBER (RURAL DELIVERY--CRITTENDEN).  FOLLOW A
 NC1779'SMALL DIRT ROAD NORTH FROM BEHIND THE HOUSE TO LAKE ERIE AND
 NC1779'THE REMAINS OF A WOODEN CABIN.  THE STATION IS LOCATED ON A
 NC1779'SAND BEACH ABOUT 100 FEET EAST OF THE OLD CABIN SITE.
 NC1779'
 NC1779'THE STATION MARK IS A 7 FOOT SECTION OF STEEL REINFORCING BAR
 NC1779'EXTENDING ABOUT 2 INCHES FROM A CONCRETE SUPPORT COLLAR WHICH
 NC1779'IS APPROXIMATELY 1 FOOT IN DIAMETER AND FLUSH WITH THE GROUND.  IT
 NC1779'IS LOCATED 13 FEET NORTH OF A 3 FOOT DIAMETER OAK.  NO OTHER
 NC1779'REFERENCES WERE AVAILABLE.
 NC1779'
 NC1779'REFERENCE MARK 1 IS A STANDARD BRASS NGS DISK SET IN CONCRETE
 NC1779'FLUSH WITH THE GROUND AND STAMPED CRITTENDEN LSC NO. 1 1975.  IT
 NC1779'IS LOCATED 20.0 NORTH OF A 3 FOOT HIGH, 3 FOOT DIAMETER TREE
 NC1779'STUMP, 4.1 FEET NORTHEAST OF A 2 INCH TREE AND 3.12 FEET SOUTH
 NC1779'OF A WITNESS POST WHICH ITSELF IS LOCATED ON THE SOUTH SIDE OF
 NC1779'A FOOT PATH.
 NC1779'
 NC1779'REFERENCE MARK 2 IS A STANDARD BRASS NGS DISK SET IN CONCRETE
 NC1779'FLUSH WITH THE GROUND AND STAMPED CRITTENDEN LSC NO. 2 1975.  IT
 NC1779'IS LOCATED 11.27 FEET WEST OF A 14 INCH TREE.  7.48 FEET SOUTH OF
 NC1779'A 9 INCH TREE AND 7.12 FEET SOUTH OF A WITNESS POST WHICH
 NC1779'ITSELF IS LOCATED ON THE SOUTH SIDE OF A FOOT PATH.
 NC1779'
 NC1779'STATION AFFORDS EXCELLENT VISIBILITY TO ALL POINTS SEAWARD.
 NC1779'
 NC1779'HEIGHT OF LIGHT ABOVE STATION MARK 7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4759 ***********************************************************************
 JV4759  DESIGNATION -  CROSS
 JV4759  PID         -  JV4759
 JV4759  STATE/COUNTY-  PA/FRANKLIN
 JV4759  USGS QUAD   -  CLEAR SPRING (1971)
 JV4759
 JV4759                         *CURRENT SURVEY CONTROL
 JV4759  ___________________________________________________________________
 JV4759* NAD 83(1992)-  39 43 42.04791(N)    077 59 29.40766(W)     ADJUSTED  
 JV4759* NAVD 88     -       628.     (meters)    2060.     (feet)  SCALED    
 JV4759  ___________________________________________________________________
 JV4759  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 JV4759  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 JV4759
 JV4759  HORZ ORDER  -  FIRST
 JV4759
 JV4759.The horizontal coordinates were established by classical geodetic methods
 JV4759.and adjusted by the National Geodetic Survey in June 2002..
 JV4759
 JV4759.The orthometric height was scaled from a topographic map.
 JV4759
 JV4759.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4759
 JV4759.The geoid height was determined by GEOID03.
 JV4759
 JV4759;                    North         East     Units Scale Factor Converg.
 JV4759;SPC PA S     -    43,888.826   579,294.944   MT  1.00003838   -0 09 24.1
 JV4759;SPC PA S     -   143,991.92  1,900,570.16   sFT  1.00003838   -0 09 24.1
 JV4759;SPC MD       -   229,330.094   314,993.775   MT  1.00006056   -0 37 20.3
 JV4759;SPC MD       -   752,393.82  1,033,442.08   sFT  1.00006056   -0 37 20.3
 JV4759;UTM  18      - 4,401,887.092   243,615.724   MT  1.00040934   -1 54 47.0
 JV4759;UTM  17      - 4,401,935.891   757,841.129   MT  1.00041857   +1 55 26.2
 JV4759
 JV4759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4759!SPC PA S     -   0.99990687  x   1.00003838  =   0.99994525
 JV4759!SPC MD       -   0.99990687  x   1.00006056  =   0.99996743
 JV4759!UTM  18      -   0.99990687  x   1.00040934  =   1.00031617
 JV4759!UTM  17      -   0.99990687  x   1.00041857  =   1.00032540
 JV4759
 JV4759:                Primary Azimuth Mark                     Grid Az
 JV4759:SPC PA S     -  CROSS AZ MK                              204 58 13.1
 JV4759:SPC MD       -  CROSS AZ MK                              205 26 09.3
 JV4759:UTM  18      -  CROSS AZ MK                              206 43 36.0
 JV4759:UTM  17      -  CROSS AZ MK                              202 53 22.8
 JV4759
 JV4759|---------------------------------------------------------------------|
 JV4759| PID    Reference Object                     Distance      Geod. Az  |
 JV4759|                                                           dddmmss.s |
 JV4759| CJ9585 CROSS AZ MK                                        2044849.0 |
 JV4759| CJ9586 CROSS RM 1                           19.057 METERS 24730     |
 JV4759| JV4760 CROSS 1955 RM 2                      10.166 METERS 33256     |
 JV4759|---------------------------------------------------------------------|
 JV4759
 JV4759                          SUPERSEDED SURVEY CONTROL
 JV4759
 JV4759  NAD 83(1995)-  39 43 42.04788(N)    077 59 29.40760(W) AD(       ) 1
 JV4759  NAD 83(1991)-  39 43 42.04778(N)    077 59 29.40762(W) AD(       ) 1
 JV4759  NAD 83(1986)-  39 43 42.04685(N)    077 59 29.41502(W) AD(       ) 1
 JV4759  NAD 27      -  39 43 41.70800(N)    077 59 30.41500(W) AD(       ) 1
 JV4759
 JV4759.Superseded values are not recommended for survey control.
 JV4759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4759.See file dsdata.txt to determine how the superseded data were derived.
 JV4759
 JV4759_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK4361601887(NAD 83)
 JV4759_MARKER: DS = TRIANGULATION STATION DISK
 JV4759_SETTING: 66 = SET IN ROCK OUTCROP
 JV4759
 JV4759  HISTORY     - Date     Condition        Report By
 JV4759  HISTORY     - 1955     MONUMENTED       CGS
 JV4759  HISTORY     - 1964     GOOD             LOCENG
 JV4759
 JV4759                          STATION DESCRIPTION
 JV4759
 JV4759'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 JV4759'THE STATION IS ON CROSS MOUNTAIN.  IT IS ABOUT 8 MILES SOUTHWEST OF
 JV4759'MERCERSBURG, PENNSYLVANIA, 6 MILES NORTHWEST OF CLEAR SPRING,
 JV4759'MARYLAND, 54 FEET SOUTH OF THE SOUTHWEST CORNER OF A ROCK CABIN AND
 JV4759'22.5 FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE FIRE TOWER.
 JV4759'
 JV4759'TO REACH THE STATION FROM THE SQUARE IN MERCERSBURG, GO WEST FOR 0.1
 JV4759'MILE TO A STREET INTERSECTION, TURN LEFT AND GO SOUTH ON THE EAST
 JV4759'SIDE OF THE HIGH SCHOOL FOR 2.8 MILES TO A FORK, TAKE THE RIGHT ROAD
 JV4759'AND GO 1.7 MILES TO A T-JUNCTION, TURN RIGHT AND GO 2.8 MILES TO A
 JV4759'CROSS ROAD AND THE END OF THE PAVEMENT, TURN RIGHT AND GO 2.2 MILES
 JV4759'TO A FORK, TAKE THE LEFT ROAD AND GO 0.95 MILE TO THE AZIMUTH MARK ON
 JV4759'THE RIGHT AS DESCRIBED, CONTINUE ON THE ROAD FOR 0.2 MILE TO THE FIRE
 JV4759'TOWER AND THE STATION.
 JV4759'
 JV4759'THE STATION MARK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 JV4759'WHICH IS FLUSH WITH THE GROUND.  THE DISK IS STAMPED CROSS 1955.
 JV4759'
 JV4759'REFERENCE MARK 1 IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 JV4759'WHICH PROJECTS ABOUT 4 INCHES.  IT IS 55 FEET SOUTHWEST OF THE
 JV4759'SOUTHWEST LEG OF THE FIRE TOWER.  THE DISK IS STAMPED CROSS NO 1
 JV4759'1955.
 JV4759'
 JV4759'REFERENCE MARK 2 IS CEMENTED IN A DRILL HOLE IN THE CONCRETE FOOTING
 JV4759'AT THE BASE OF THE FIRE TOWER STEPS, AND AT THE CENTER OF THE
 JV4759'BASE OF THE FIRE TOWER.  THE DISK IS STAMPED CROSS NO 2 1955.
 JV4759'
 JV4759'THE AZIMUTH MARK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 JV4759'WHICH IS FLUSH WITH THE GROUND.  IT IS 5 FEET SOUTH OF THE CENTER OF
 JV4759'THE ROAD.  THE DISK IS STAMPED CROSS 1955.
 JV4759'
 JV4759'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 JV4759
 JV4759                          STATION RECOVERY (1964)
 JV4759
 JV4759'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964 (RHD)
 JV4759'LETTER OF R.H. DONNELLY, VICE PRES., J.B. FERGUSON AND CO.,
 JV4759'HAGERSTOWN, MD., DATED MARCH 31, 1964-
 JV4759'
 JV4759'STATION IS LOCATED INSIDE A FENCE WHICH NORMALLY HAS A LOCKED GATE.
 JV4759'IT IS APPROXIMATELY 55 FEET EAST OF EAST FACE OF SILO AND 5 FEET
 JV4759'NW OF FENCE.
 JV4759'
 JV4759'STATION AND R.M. 2 ARE COVERED BY REMOVABLE PLATES SET IN BLACKTOP
 JV4759'PAVING.
 JV4759'RECOVERED BY J.B. FERGUSON AND CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4760 ***********************************************************************
 JV4760  DESIGNATION -  CROSS 1955 RM 2
 JV4760  PID         -  JV4760
 JV4760  STATE/COUNTY-  PA/FRANKLIN
 JV4760  USGS QUAD   -  CLEAR SPRING (1971)
 JV4760
 JV4760                         *CURRENT SURVEY CONTROL
 JV4760  ___________________________________________________________________
 JV4760* NAD 83(1992)-  39 43 42.34144(N)    077 59 29.60192(W)     ADJUSTED  
 JV4760* NAVD 88     -       628.     (meters)    2060.     (feet)  SCALED    
 JV4760  ___________________________________________________________________
 JV4760  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 JV4760  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 JV4760
 JV4760  HORZ ORDER  -  THIRD
 JV4760
 JV4760.The horizontal coordinates were established by classical geodetic methods
 JV4760.and adjusted by the National Geodetic Survey in June 2002..
 JV4760
 JV4760.The orthometric height was scaled from a topographic map.
 JV4760
 JV4760.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4760
 JV4760.The geoid height was determined by GEOID03.
 JV4760
 JV4760;                    North         East     Units Scale Factor Converg.
 JV4760;SPC PA S     -    43,897.892   579,290.343   MT  1.00003836   -0 09 24.2
 JV4760;SPC PA S     -   144,021.67  1,900,555.07   sFT  1.00003836   -0 09 24.2
 JV4760;SPC MD       -   229,339.197   314,989.247   MT  1.00006058   -0 37 20.4
 JV4760;SPC MD       -   752,423.68  1,033,427.22   sFT  1.00006058   -0 37 20.4
 JV4760;UTM  18      - 4,401,896.298   243,611.401   MT  1.00040937   -1 54 47.1
 JV4760;UTM  17      - 4,401,944.787   757,836.199   MT  1.00041854   +1 55 26.1
 JV4760
 JV4760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4760!SPC PA S     -   0.99990687  x   1.00003836  =   0.99994523
 JV4760!SPC MD       -   0.99990687  x   1.00006058  =   0.99996745
 JV4760!UTM  18      -   0.99990687  x   1.00040937  =   1.00031620
 JV4760!UTM  17      -   0.99990687  x   1.00041854  =   1.00032537
 JV4760
 JV4760                          SUPERSEDED SURVEY CONTROL
 JV4760
 JV4760  NAD 83(1995)-  39 43 42.34140(N)    077 59 29.60185(W) AD(       ) 4
 JV4760  NAD 83(1991)-  39 43 42.34130(N)    077 59 29.60186(W) AD(       ) 4
 JV4760  NAD 83(1986)-  39 43 42.34028(N)    077 59 29.60949(W) AD(       ) 4
 JV4760  NAD 27      -  39 43 42.00200(N)    077 59 30.60900(W) AD(       ) 3
 JV4760
 JV4760.Superseded values are not recommended for survey control.
 JV4760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4760.See file dsdata.txt to determine how the superseded data were derived.
 JV4760
 JV4760_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK4361101896(NAD 83)
 JV4760_MARKER: DR = REFERENCE MARK DISK
 JV4760_SETTING: 0 = UNSPECIFIED SETTING
 JV4760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV4760
 JV4760  HISTORY     - Date     Condition        Report By
 JV4760  HISTORY     - 1955     MONUMENTED       CGS
 JV4760  HISTORY     - 1960     GOOD             CGS
 JV4760  HISTORY     - 1963     SEE DESCRIPTION  CGS
 JV4760
 JV4760                          STATION DESCRIPTION
 JV4760
 JV4760'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 JV4760'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A
 JV4760'TRAVERSE WAS MADE FROM TRIANGULATION STATION CROSS AND THE DISTANCE
 JV4760'WAS FOUND TO BE 33.35 FEET AND/OR 10.166 METERS.  THE POINT OBSERVED
 JV4760'WAS REFERENCE MARK 2 WHICH IS LOCATED AT THE CENTER OF THE BASE OF
 JV4760'THE FIRE TOWER.
 JV4760'
 JV4760'TO REACH THE STATION FROM THE SQUARE IN MERCERSBURG, GO WEST FOR 0.1
 JV4760'MILE TO A STREET INTERSECTION, TURN LEFT AND GO SOUTH ON THE EAST
 JV4760'SIDE OF THE HIGH SCHOOL FOR 2.8 MILES TO A FORK, TAKE THE RIGHT ROAD
 JV4760'AND GO 1.7 MILES TO A T-JUNCTION, TURN RIGHT AND GO 2.8 MILES TO A
 JV4760'CROSS ROAD AND THE END OF THE PAVEMENT, TURN RIGHT AND GO 2.2 MILES
 JV4760'TO A FORK, TAKE THE LEFT ROAD AND GO 0.95 MILE TO THE AZIMUTH MARK ON
 JV4760'THE RIGHT AS DESCRIBED, CONTINUE ON THE ROAD FOR 0.2 MILE TO THE FIRE
 JV4760'TOWER AND THE STATION.
 JV4760'
 JV4760
 JV4760                          STATION RECOVERY (1960)
 JV4760
 JV4760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCC)
 JV4760'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 JV4760
 JV4760                          STATION RECOVERY (1963)
 JV4760
 JV4760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WFD)
 JV4760'THE WASHINGTON OFFICE HAS RECEIVED INFORMATION FROM RALPH H. DONNELLY
 JV4760'ASSOCIATED WITH THE J.B. FERGUSON AND COMPANY, INC., HAGERSTOWN,
 JV4760'MARYLAND, DATED AUGUST 12, 1963 THAT THE TOWER HAS BEEN DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3160 ***********************************************************************
 KY3160  DESIGNATION -  CROSS CREEK
 KY3160  PID         -  KY3160
 KY3160  STATE/COUNTY-  PA/WASHINGTON
 KY3160  USGS QUAD   -  AVELLA (1979)
 KY3160
 KY3160                         *CURRENT SURVEY CONTROL
 KY3160  ___________________________________________________________________
 KY3160* NAD 83(1992)-  40 19 22.34803(N)    080 25 06.90081(W)     ADJUSTED  
 KY3160* NAVD 88     -       432.     (meters)    1417.     (feet)  SCALED    
 KY3160  ___________________________________________________________________
 KY3160  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 KY3160  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KY3160
 KY3160  HORZ ORDER  -  THIRD
 KY3160
 KY3160.The horizontal coordinates were established by classical geodetic methods
 KY3160.and adjusted by the National Geodetic Survey in June 2002..
 KY3160
 KY3160.The orthometric height was scaled from a topographic map.
 KY3160
 KY3160.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3160
 KY3160.The geoid height was determined by GEOID03.
 KY3160
 KY3160;                    North         East     Units Scale Factor Converg.
 KY3160;SPC PA S     -   113,299.788   373,239.415   MT  0.99996198   -1 43 52.9
 KY3160;SPC PA S     -   371,717.72  1,224,536.31   sFT  0.99996198   -1 43 52.9
 KY3160;UTM  17      - 4,463,756.306   549,395.133   MT  0.99963003   +0 22 34.5
 KY3160
 KY3160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3160!SPC PA S     -   0.99993759  x   0.99996198  =   0.99989957
 KY3160!UTM  17      -   0.99993759  x   0.99963003  =   0.99956764
 KY3160
 KY3160:                Primary Azimuth Mark                     Grid Az
 KY3160:SPC PA S     -  WEST MIDDLETON                           195 44 29.9
 KY3160:UTM  17      -  WEST MIDDLETON                           193 38 02.5
 KY3160
 KY3160|---------------------------------------------------------------------|
 KY3160| PID    Reference Object                     Distance      Geod. Az  |
 KY3160|                                                           dddmmss.s |
 KY3160| KY3157 WEST MIDDLETON                      APPROX. 9.1 KM 1940037.0 |
 KY3160|---------------------------------------------------------------------|
 KY3160
 KY3160                          SUPERSEDED SURVEY CONTROL
 KY3160
 KY3160  NAD 83(1995)-  40 19 22.34802(N)    080 25 06.90092(W) AD(       ) 3
 KY3160  NAD 83(1986)-  40 19 22.35290(N)    080 25 06.90692(W) AD(       ) 3
 KY3160  NAD 27      -  40 19 22.09786(N)    080 25 07.67407(W) AD(       ) 3
 KY3160
 KY3160.Superseded values are not recommended for survey control.
 KY3160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3160.See file dsdata.txt to determine how the superseded data were derived.
 KY3160
 KY3160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE4939563756(NAD 83)
 KY3160_MARKER: DD = SURVEY DISK
 KY3160_SETTING: 0 = UNSPECIFIED SETTING
 KY3160_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3160
 KY3160  HISTORY     - Date     Condition        Report By
 KY3160  HISTORY     - 1900     MONUMENTED       USGS
 KY3160
 KY3160                          STATION DESCRIPTION
 KY3160
 KY3160'DESCRIBED BY US GEOLOGICAL SURVEY 1900 (DHB)
 KY3160'ON PASTURE LAND BELONGING TO MR. HUGH LEE, 0.25 MI SW. OF CROSS
 KY3160'CREEK VILLAGE.  THE N. SIDE OF HILL IS TIMBERED.  THE PROPERTY IS
 KY3160'LEASED BY MR. S. S. STIFFLER. STATION MARK--  MARBLE POST 38 BY 6
 KY3160'BY 6-IN., SET 34 IN. IN GROUND, IN CENTER OF TOP OF WHICH IS
 KY3160'CEMENTED A STANDARD TRIANGULATION DISK MARKED---U S GEOLOGICAL
 KY3160'SURVEY-PENNSYLVANIA---.
 KY3160'
 KY3160'REFERENCE MARKS--  FENCE, N., 85.5 FEET.  CHISEL MARK ON ROCK
 KY3160'OUTCROP, E. 76.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4747 ***********************************************************************
 JV4747  DESIGNATION -  CROSS MTN WU MICROWAVE MAST
 JV4747  PID         -  JV4747
 JV4747  STATE/COUNTY-  PA/FRANKLIN
 JV4747  USGS QUAD   -  CLEAR SPRING (1971)
 JV4747
 JV4747                         *CURRENT SURVEY CONTROL
 JV4747  ___________________________________________________________________
 JV4747* NAD 83(1992)-  39 43 41.96119(N)    077 59 28.25788(W)     ADJUSTED  
 JV4747* NAVD 88     -                                                        
 JV4747  ___________________________________________________________________
 JV4747  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 JV4747  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 JV4747
 JV4747  HORZ ORDER  -  THIRD
 JV4747
 JV4747.The horizontal coordinates were established by classical geodetic methods
 JV4747.and adjusted by the National Geodetic Survey in June 2002..
 JV4747
 JV4747
 JV4747.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4747
 JV4747.The geoid height was determined by GEOID03.
 JV4747
 JV4747;                    North         East     Units Scale Factor Converg.
 JV4747;SPC PA S     -    43,886.077   579,322.319   MT  1.00003838   -0 09 23.3
 JV4747;SPC PA S     -   143,982.90  1,900,659.97   sFT  1.00003838   -0 09 23.3
 JV4747;SPC MD       -   229,327.122   315,021.127   MT  1.00006055   -0 37 19.6
 JV4747;SPC MD       -   752,384.07  1,033,531.81   sFT  1.00006055   -0 37 19.6
 JV4747;UTM  18      - 4,401,883.503   243,643.012   MT  1.00040917   -1 54 46.3
 JV4747;UTM  17      - 4,401,934.137   757,868.596   MT  1.00041874   +1 55 26.9
 JV4747
 JV4747                          SUPERSEDED SURVEY CONTROL
 JV4747
 JV4747  NAD 83(1995)-  39 43 41.96135(N)    077 59 28.25209(W) AD(       ) 4
 JV4747  NAD 83(1991)-  39 43 41.96075(N)    077 59 28.24813(W) AD(       ) 4
 JV4747  NAD 83(1986)-  39 43 41.96082(N)    077 59 28.25622(W) AD(       ) 4
 JV4747  NAD 27      -  39 43 41.62500(N)    077 59 29.25300(W) AD(       ) 3
 JV4747
 JV4747.Superseded values are not recommended for survey control.
 JV4747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4747.See file dsdata.txt to determine how the superseded data were derived.
 JV4747
 JV4747_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK4364301884(NAD 83)
 JV4747_MARKER: 44 = MICROWAVE MAST
 JV4747
 JV4747  HISTORY     - Date     Condition        Report By
 JV4747  HISTORY     - 1960     FIRST OBSERVED   CGS
 JV4747  HISTORY     - 1964     GOOD             LOCENG
 JV4747  HISTORY     - 1974     GOOD             NGS
 JV4747
 JV4747                          STATION DESCRIPTION
 JV4747
 JV4747'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 JV4747'THE STATION IS THE TOP AND CENTER OF THE WESTERN UNION MICRO-WAVE
 JV4747'RELAY TOWER.  LOCATED ON THE TOP OF A MOUNTAIN LOCALLY KNOWN
 JV4747'AS CROSS MOUNTAIN, ABOUT 1/2 MILE SOUTH OF THE CROSS MOUNTAIN FIRE
 JV4747'TOWER, AND ABOUT 6-1/2 MILES EAST OF HANCOCK, MARYLAND.  THE
 JV4747'STRUCTURE IS BUILT OF CONCRETE WITH A 15-FOOT SQUARE BASE AND TOP.
 JV4747'THE STRUCTURE HAS A GLASS ENCLOSED CAB ON TOP WITH A VOICE
 JV4747'MIRROR MOUNTED ON EACH SIDE.  THE STRUCTURE IS GRAY IN COLOR AND IS
 JV4747'APPROXIMATELY 116 FEET OVERALL HEIGHT.
 JV4747
 JV4747                          STATION RECOVERY (1964)
 JV4747
 JV4747'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964
 JV4747'STATION RECOVERED IN GOOD CONDITION.  IT APPEARS TO BE A CONCRETE
 JV4747'SILO-TYPE TOWER.
 JV4747'
 JV4747'RECOVERED BY J.B. FERGUSON AND CO.
 JV4747
 JV4747                          STATION RECOVERY (1974)
 JV4747
 JV4747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JV4747'THIS STATION WAS NOT VISITED AT THIS DATE, HOWEVER IT WAS INTERSECTED
 JV4747'FROM TRIANGULATION STATION SCOOP 1955.
 JV4747'
 JV4747'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- NEAR PENNSYLVANIA
 JV4747'AND MARYLAND LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5755 ***********************************************************************
 KV5755  DESIGNATION -  CROY
 KV5755  PID         -  KV5755
 KV5755  STATE/COUNTY-  PA/BUCKS
 KV5755  USGS QUAD   -  BEVERLY (1973)
 KV5755
 KV5755                         *CURRENT SURVEY CONTROL
 KV5755  ___________________________________________________________________
 KV5755* NAD 83(1992)-  40 06 16.51394(N)    074 54 33.12177(W)     ADJUSTED  
 KV5755* NAVD 88     -        20.     (meters)      66.     (feet)  SCALED    
 KV5755  ___________________________________________________________________
 KV5755  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 KV5755  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KV5755
 KV5755  HORZ ORDER  -  THIRD
 KV5755
 KV5755.The horizontal coordinates were established by classical geodetic methods
 KV5755.and adjusted by the National Geodetic Survey in June 2002..
 KV5755
 KV5755.The orthometric height was scaled from a topographic map.
 KV5755
 KV5755.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5755
 KV5755.The geoid height was determined by GEOID03.
 KV5755
 KV5755;                    North         East     Units Scale Factor Converg.
 KV5755;SPC PA S     -    89,531.216   842,169.132   MT  0.99997764   +1 50 35.1
 KV5755;SPC PA S     -   293,737.00  2,763,016.56   sFT  0.99997764   +1 50 35.1
 KV5755;UTM  18      - 4,439,369.431   507,738.782   MT  0.99960074   +0 03 30.6
 KV5755
 KV5755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5755!SPC PA S     -   1.00000209  x   0.99997764  =   0.99997973
 KV5755!UTM  18      -   1.00000209  x   0.99960074  =   0.99960283
 KV5755
 KV5755|---------------------------------------------------------------------|
 KV5755| PID    Reference Object                     Distance      Geod. Az  |
 KV5755|                                                           dddmmss.s |
 KV5755| CB5823 CROY RM 1                            28.045 METERS 00527     |
 KV5755| KV5617 BRISTOL WATER WORKS SW TANK         APPROX. 3.6 KM 0940311.6 |
 KV5755| KV5759 CROYDEN PHILCO MICROWAVE TOWER      APPROX. 1.4 KM 1870950.9 |
 KV5755| KV5695 PUBLICKER INDUSTRIES TANK           APPROX. 3.9 KM 2163600.1 |
 KV5755| CB5822 CROY AZ MK                                         2164002.7 |
 KV5755| KV5766 EDDINGTON ST FRAN VO SCH SPIRE      APPROX. 2.9 KM 2330307.1 |
 KV5755| CB5824 CROY RM 2                            27.549 METERS 27427     |
 KV5755|---------------------------------------------------------------------|
 KV5755
 KV5755                          SUPERSEDED SURVEY CONTROL
 KV5755
 KV5755  NAD 83(1996)-  40 06 16.51293(N)    074 54 33.12344(W) AD(       ) 3
 KV5755  NAD 83(1986)-  40 06 16.51150(N)    074 54 33.12559(W) AD(       ) 3
 KV5755  NAD 27      -  40 06 16.11290(N)    074 54 34.52780(W) AD(       ) 3
 KV5755
 KV5755.Superseded values are not recommended for survey control.
 KV5755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5755.See file dsdata.txt to determine how the superseded data were derived.
 KV5755
 KV5755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0773939369(NAD 83)
 KV5755_MARKER: DS = TRIANGULATION STATION DISK
 KV5755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5755
 KV5755  HISTORY     - Date     Condition        Report By
 KV5755  HISTORY     - 1958     MONUMENTED       CGS
 KV5755
 KV5755                          STATION DESCRIPTION
 KV5755
 KV5755'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 KV5755'STATION IS LOCATED IN AN UNCULTIVATED FIELD, ON PROPERTY OWNED BY MR.
 KV5755'ROY BUTTERWORTH, ABOUT 4-1/2 WEST OF BRISTOL, 2 MILES NORTH OF THE
 KV5755'DELAWARE RIVER, 1-1/2 MILES SOUTH OF NEWPORTVILLE, 0.25 MILE EAST OF
 KV5755'THE JUNCTION OF THE NEWPORTVILLE ROAD AND ASHTON ROAD.
 KV5755'
 KV5755'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 13 AND STATE ROAD 413 WHICH
 KV5755'IS ABOUT 1-1/2 MILES NORTH OF THE BURLINGTON- BRISTOL TOLL
 KV5755'BRIDGE BY GOING WESTERLY, ON HIGHWAY 13 FOR 2.7 MILES, TURN RIGHT AND
 KV5755'GO NORTHERLY, ON THE NEWPORTVILLE ROAD FOR 1.2 MILE, TURN RIGHT
 KV5755'AND GO EASTERLY, ON ASHTON ROAD, PASSING THROUGH A HOUSING AREA, FOR
 KV5755'0.25 MILE, (TURN RIGHT AND GO SOUTHERLY, ON A PAVED PRIVATE ROAD
 KV5755'FOR 0.2 MILE, TURN LEFT AND CONTINUE ON THE PRIVATE ROAD FOR 0.05
 KV5755'MILE, AZIMUTH MARK ON THE LEFT) TURN LEFT AND GO NORTHERLY, ON A
 KV5755'PRIVATE ROAD FOR ABOUT 0.05 MILE, STATION MARK ON THE RIGHT.
 KV5755'
 KV5755'STATION MARK IS A STANDARD DISK, STAMPED CROY 1958, SET IN THE TOP OF
 KV5755'A SQUARE CONCRETE MONUMENT WHICH IS ABOUT 14 INCHES BELOW THE
 KV5755'GROUND SURFACE.  IT IS 44 FEET SOUTHEAST OF THE PRIVATE ROAD, 64 FEET
 KV5755'SOUTHEAST OF A RAIL-FENCE, 99 FEET SOUTHEAST OF THE NORTHEAST
 KV5755'CORNER OF A HOUSE.  A 4 X 4 WHITE WITNESS POST WAS SET 34 FEET
 KV5755'NORTHWEST OF THE STATION MARK.
 KV5755'
 KV5755'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED CROY NO 1 1958,
 KV5755'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 KV5755'THE GROUND SURFACE.  IT IS 18 FEET NORTHWEST OF THE PRIVATE ROAD, 6
 KV5755'FEET SOUTHEAST OF THE RAIL-FENCE, 71 FEET NORTHEAST OF THE
 KV5755'NORTHEAST CORNER OF THE HOUSE.
 KV5755'
 KV5755'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED CROY NO 2 1958,
 KV5755'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH WITH THE GROUND
 KV5755'SURFACE.  IT IS 6 FEET SOUTHEAST OF THE RAIL FENCE, 18 FEET NORTHWEST
 KV5755'OF THE PRIVATE ROAD, 78 FEET SOUTH-SOUTHEAST OF THE NORTHEAST
 KV5755'CORNER OF THE HOUSE.
 KV5755'
 KV5755'AZIMUTH MARK IS A STANDARD DISK, STAMPED CROY 1958, SET IN THE TOP OF
 KV5755'A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 27
 KV5755'FEET NORTH-NORTHEAST OF A PRIVATE ROAD, 1 FOOT SOUTH-SOUTHWEST OF A
 KV5755'IRON RAIL-FENCE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET
 KV5755'SOUTH-SOUTHEAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5759 ***********************************************************************
 KV5759  DESIGNATION -  CROYDEN PHILCO MICROWAVE TOWER
 KV5759  PID         -  KV5759
 KV5759  STATE/COUNTY-  PA/BUCKS
 KV5759  USGS QUAD   -  BEVERLY (1973)
 KV5759
 KV5759                         *CURRENT SURVEY CONTROL
 KV5759  ___________________________________________________________________
 KV5759* NAD 83(1992)-  40 05 32.30366(N)    074 54 40.35738(W)     ADJUSTED  
 KV5759* NAVD 88     -                                                        
 KV5759  ___________________________________________________________________
 KV5759  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 KV5759  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KV5759
 KV5759  HORZ ORDER  -  THIRD
 KV5759
 KV5759.The horizontal coordinates were established by classical geodetic methods
 KV5759.and adjusted by the National Geodetic Survey in June 2002..
 KV5759
 KV5759
 KV5759.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5759
 KV5759.The geoid height was determined by GEOID03.
 KV5759
 KV5759;                    North         East     Units Scale Factor Converg.
 KV5759;SPC PA S     -    88,162.842   842,041.679   MT  0.99997895   +1 50 30.4
 KV5759;SPC PA S     -   289,247.59  2,762,598.41   sFT  0.99997895   +1 50 30.4
 KV5759;UTM  18      - 4,438,006.204   507,568.840   MT  0.99960071   +0 03 25.9
 KV5759
 KV5759                          SUPERSEDED SURVEY CONTROL
 KV5759
 KV5759  NAD 83(1996)-  40 05 32.30252(N)    074 54 40.35890(W) AD(       ) 4
 KV5759  NAD 83(1986)-  40 05 32.30089(N)    074 54 40.36100(W) AD(       ) 4
 KV5759  NAD 27      -  40 05 31.90200(N)    074 54 41.76200(W) AD(       ) 3
 KV5759
 KV5759.Superseded values are not recommended for survey control.
 KV5759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5759.See file dsdata.txt to determine how the superseded data were derived.
 KV5759
 KV5759_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0756938006(NAD 83)
 KV5759_MARKER: 45 = MICROWAVE TOWER
 KV5759
 KV5759  HISTORY     - Date     Condition        Report By
 KV5759  HISTORY     - 1958     FIRST OBSERVED   CGS
 KV5759
 KV5759                          STATION DESCRIPTION
 KV5759
 KV5759'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 KV5759'STATION IS LOCATED IN CROYDEN, ON THE COMPANY GROUNDS WHICH LIES
 KV5759'BETWEEN SOME RAILROAD TRACKS AND MAGNOLIA STREET AND IS ABOUT 3 MILES
 KV5759'NORTHWEST OF BRISTOL.
 KV5759'
 KV5759'IT IS A STEEL STRUCTURE, ABOUT 200 FEET IN HEIGHT, WITH 2 MICRO-WAVE
 KV5759'FANS ABOUT 20 FEET BELOW THE TOP.  IT HAS A SPIRE ON TOP.
 KV5759'STRUCTURE IS RED AND WHITE IN COLOR.
 KV5759'
 KV5759'POINT OBSERVED WAS THE SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2136 ***********************************************************************
 KW2136  DESIGNATION -  CRULL
 KW2136  PID         -  KW2136
 KW2136  STATE/COUNTY-  PA/CUMBERLAND
 KW2136  USGS QUAD   -  PLAINFIELD (1975)
 KW2136
 KW2136                         *CURRENT SURVEY CONTROL
 KW2136  ___________________________________________________________________
 KW2136* NAD 83(1992)-  40 08 37.57414(N)    077 19 58.61882(W)     ADJUSTED  
 KW2136* NAVD 88     -       227.696  (meters)     747.03   (feet)  ADJUSTED  
 KW2136  ___________________________________________________________________
 KW2136  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 KW2136  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KW2136  DYNAMIC HT  -         227.576 (meters)     746.64  (feet)  COMP
 KW2136  MODELED GRAV-     980,092.1   (mgal)                       NAVD 88
 KW2136
 KW2136  HORZ ORDER  -  SECOND
 KW2136  VERT ORDER  -  SECOND    CLASS 0
 KW2136
 KW2136.The horizontal coordinates were established by classical geodetic methods
 KW2136.and adjusted by the National Geodetic Survey in June 2002..
 KW2136
 KW2136.The orthometric height was determined by differential leveling
 KW2136.and adjusted by the National Geodetic Survey in June 1991..
 KW2136
 KW2136.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2136
 KW2136.The geoid height was determined by GEOID03.
 KW2136
 KW2136.The dynamic height is computed by dividing the NAVD 88
 KW2136.geopotential number by the normal gravity value computed on the
 KW2136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2136.degrees latitude (g = 980.6199 gals.).
 KW2136
 KW2136.The modeled gravity was interpolated from observed gravity values.
 KW2136
 KW2136;                    North         East     Units Scale Factor Converg.
 KW2136;SPC PA S     -    90,070.445   635,537.669   MT  0.99997377   +0 16 14.1
 KW2136;SPC PA S     -   295,506.12  2,085,093.17   sFT  0.99997377   +0 16 14.1
 KW2136;UTM  18      - 4,446,323.777   301,269.011   MT  1.00008620   -1 30 16.4
 KW2136
 KW2136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2136!SPC PA S     -   0.99996965  x   0.99997377  =   0.99994342
 KW2136!UTM  18      -   0.99996965  x   1.00008620  =   1.00005584
 KW2136
 KW2136|---------------------------------------------------------------------|
 KW2136| PID    Reference Object                     Distance      Geod. Az  |
 KW2136|                                                           dddmmss.s |
 KW2136| KW2137 CRULL RM 1                           20.671 METERS 18915     |
 KW2136| KW2135 CRULL AZ MK                                        2083557.5 |
 KW2136| KW2854 NEWVILLE MUNICIPAL TANK             APPROX. 5.4 KM 3071234.7 |
 KW2136| KW2138 CRULL RM 2                           15.926 METERS 31857     |
 KW2136|---------------------------------------------------------------------|
 KW2136
 KW2136                          SUPERSEDED SURVEY CONTROL
 KW2136
 KW2136  NAD 83(1995)-  40 08 37.57074(N)    077 19 58.62156(W) AD(       ) 2
 KW2136  NAD 83(1986)-  40 08 37.57057(N)    077 19 58.62253(W) AD(       ) 2
 KW2136  NAD 27      -  40 08 37.25220(N)    077 19 59.68550(W) AD(       ) 2
 KW2136  NGVD 29 (??/??/??)  227.910  (m)          747.73   (f) ADJUSTED    2 0
 KW2136
 KW2136.Superseded values are not recommended for survey control.
 KW2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2136.See file dsdata.txt to determine how the superseded data were derived.
 KW2136
 KW2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK0126946324(NAD 83)
 KW2136_MARKER: DS = TRIANGULATION STATION DISK
 KW2136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2136_STAMPING: CRULL 1960
 KW2136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2136+STABILITY: SURFACE MOTION
 KW2136
 KW2136  HISTORY     - Date     Condition        Report By
 KW2136  HISTORY     - 1960     MONUMENTED       CGS
 KW2136  HISTORY     - 1960     GOOD             CGS
 KW2136  HISTORY     - 1979     GOOD             NGS
 KW2136
 KW2136                          STATION DESCRIPTION
 KW2136
 KW2136'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW2136'THE STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT, TIMBER
 KW2136'COVERED HILL, ABOUT 5-1/2 MILES NORHTEAST OF WALNUT BOTTOM,
 KW2136'4.0 MILES SOUTHEAST OF NEWVILLE, 2.0 MILES NORTH OF DICKINSON AND ON
 KW2136'PROPERTY OWNED BY MRS. VERNA CRULL.
 KW2136'
 KW2136'TO REACH THE STATION FROM THE POST OFFICE IN SHIPPENSBURG, GO
 KW2136'NORTHEAST ON U.S. HIGHWAY 11 FOR 0.71 MILE TO THE JUNCTION OF STATE
 KW2136'HIGHWAY 33 AND U.S. HIGHWAY 11, CONTINUE NORTHEAST ON U.S. HIGHWAY 11
 KW2136'FOR 9.66 MILE TO A BLACKTOP SIDE ROAD ON THE RIGHT, EAST,
 KW2136'SIDE OF THE HIGHWAY.  TURN RIGHT AND GO EAST ON THE BLACKTOP ROAD FOR
 KW2136'0.82 MILE TO A FORK.  TAKE THE LEFT FORK AND GO NORTH ON A
 KW2136'GRAVELED ROAD FOR 0.1 MILE TO A DIM TRACK ROAD AND FIELD ENTRANCE AND
 KW2136'THE AZIMUTH MARK ON THE LEFT, WEST, SIDE OF THE ROAD.  TURN
 KW2136'LEFT, INTO THE FIELD ENTRANCE AND GO WEST ON THE DIM TRACK ROAD
 KW2136'ALONG THE NORTH SIDE OF AN EAST AND WEST FENCE LINE FOR 0.06 MILE TO
 KW2136'THE EDGE OF TIMBER, THENCE FOLLOW THE DIM TRACK ROAD NORTH AND
 KW2136'NORTHWEST ALONG THE EAST EDGE OF THE TIMBER FOR 0.09 MILE TO A NORTH
 KW2136'AND SOUTH FENCE LINE AND EDGE OF DENSE TIMBER, CONTINUE NORTH ON A
 KW2136'TRACK ROAD UP A STEEP HILL, ALONG THE NORTH AND SOUTH FENCE LINE
 KW2136'THROUGH THE TIMBER FOR 0.1 MILE TO THE HIGHEST POINT OF THE
 KW2136'HILL, A SMALL CLEARING, THE END OF THE TRACK ROAD, A STANDARD METAL
 KW2136'WITNESS POST AND MARKER AND THE STATION.
 KW2136'
 KW2136'THE STATION MARK, A STANDARD DISK STAMPED CRULL 1960, IS SET IN THE
 KW2136'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 1
 KW2136'INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 4.5 FEET SOUTHWEST OF A
 KW2136'STANDARD METAL WITNESS POST AND MARKER.
 KW2136'
 KW2136'REFERENCE MARK 1, A STANDARD DISK STAMPED CRULL NO 1 1960, IS
 KW2136'CEMENTED IN A DRILL HOLE IN THE TOP OF BEDROCK WHICH IS FLUSH
 KW2136'WITH THE SURFACE OF THE GROUND.  IT IS 69.8 FEET SOUTH-SOUTHEAST OF A
 KW2136'STANDARD METAL WITNESS POST AND MARKER AND IS ABOUT 2.0
 KW2136'FEET HIGHER THAN THE STATION.
 KW2136'
 KW2136'REFERENCE MARK 2, A STANDARD DISK STAMPED CRULL NO 2 1960, IS SET IN
 KW2136'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 1
 KW2136'INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 54.4 FEET WEST OF A
 KW2136'STANDARD METAL WITNESS POST AND MARKER AND IS ABOUT 18 INCHES
 KW2136'LOWER THAN THE STATION.
 KW2136'
 KW2136'THE AZIMUTH MARK, A STANDARD DISK STAMPED CRULL 1960, IS SET IN THE
 KW2136'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES
 KW2136'ABOVE THE SURFACE OF THE GROUND.  IT IS 17.0 FEET NORTHWEST OF THE
 KW2136'CENTER OF A NORTH AND SOUTH GRAVELED ROAD, 13.0 FEET NORTHEAST OF A
 KW2136'12-INCH WALNUT TREE AND FENCE CORNER AND 2.0 FEET NORTHWEST OF THE
 KW2136'SOUTH GATE POST OF THE ENTRANCE INTO A CULTIVATED FIELD.
 KW2136'
 KW2136'HEIGHT OF LIGHT ABOVE STATION MARK 22 METER
 KW2136
 KW2136                          STATION RECOVERY (1960)
 KW2136
 KW2136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KW2136'1.8 MI E FROM NEWVILLE.
 KW2136'ABOUT 0.7 MILE NORTHEAST OF STATE HIGHWAY 233 AND JUNCTION OF
 KW2136'U.S. HIGHWAY 11, WHICH IS 2.7 MILE SOUTHEAST OF NEWVILLE, THENCE
 KW2136'0.85 MILE SOUTHEAST TO A FARM ROAD, THENCE 0.1 MILE EAST ON
 KW2136'FARM ROAD, THENCE 0.2 MILE NORTHEAST TO TOP OF HILL, 4.5 FEET
 KW2136'SOUTHWEST OF A STANDARD METAL WITNESS POST AND MARKER.  IT IS
 KW2136'SET IN TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 1 INCH
 KW2136'ABOVE THE SURFACE OF THE GROUND.
 KW2136
 KW2136                          STATION RECOVERY (1979)
 KW2136
 KW2136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2135 ***********************************************************************
 KW2135  DESIGNATION -  CRULL AZ MK
 KW2135  PID         -  KW2135
 KW2135  STATE/COUNTY-  PA/CUMBERLAND
 KW2135  USGS QUAD   -  PLAINFIELD (1975)
 KW2135
 KW2135                         *CURRENT SURVEY CONTROL
 KW2135  ___________________________________________________________________
 KW2135* NAD 83(1986)-  40 08 30.     (N)    077 20 01.     (W)     SCALED    
 KW2135* NAVD 88     -       194.339  (meters)     637.59   (feet)  ADJUSTED  
 KW2135  ___________________________________________________________________
 KW2135  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KW2135  DYNAMIC HT  -         194.236 (meters)     637.26  (feet)  COMP
 KW2135  MODELED GRAV-     980,091.4   (mgal)                       NAVD 88
 KW2135
 KW2135  VERT ORDER  -  SECOND    CLASS 0
 KW2135
 KW2135.The horizontal coordinates were scaled from a topographic map and have
 KW2135.an estimated accuracy of +/- 6 seconds.
 KW2135
 KW2135.The orthometric height was determined by differential leveling
 KW2135.and adjusted by the National Geodetic Survey in June 1991..
 KW2135
 KW2135.The geoid height was determined by GEOID03.
 KW2135
 KW2135.The dynamic height is computed by dividing the NAVD 88
 KW2135.geopotential number by the normal gravity value computed on the
 KW2135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2135.degrees latitude (g = 980.6199 gals.).
 KW2135
 KW2135.The modeled gravity was interpolated from observed gravity values.
 KW2135
 KW2135;                    North         East    Units  Estimated Accuracy
 KW2135;SPC PA S     -    89,840.      635,480.      MT  (+/- 180 meters Scaled)
 KW2135
 KW2135                          SUPERSEDED SURVEY CONTROL
 KW2135
 KW2135  NGVD 29 (??/??/??)  194.553  (m)          638.30   (f) ADJUSTED    2 0
 KW2135
 KW2135.Superseded values are not recommended for survey control.
 KW2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2135.See file dsdata.txt to determine how the superseded data were derived.
 KW2135
 KW2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK012460(NAD 83)
 KW2135_MARKER: DZ = AZIMUTH MARK DISK
 KW2135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2135_SP_SET: CONC MONUMENT
 KW2135_STAMPING: CRULL 1960
 KW2135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2135
 KW2135  HISTORY     - Date     Condition        Report By
 KW2135  HISTORY     - 1960     MONUMENTED       CGS
 KW2135  HISTORY     - 1979     GOOD             NGS
 KW2135
 KW2135                          STATION DESCRIPTION
 KW2135
 KW2135'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2135'1.6 MI E FROM NEWVILLE.
 KW2135'ABOUT 0.7 MILE NORTHEAST OF STATE HIGHWAY 233 AND JUNCTION OF
 KW2135'U.S. HIGHWAY 11, WHICH IS 2.7 MILE SOUTHEAST OF NEWVILLE, THENCE
 KW2135'0.85 MILE SOUTHEAST TO A FARM ROAD, THENCE 0.1 MILE EAST ON A
 KW2135'FARM ROAD, 17 FEET NORTHWEST OF THE CENTER OF A NORTH AND SOUTH
 KW2135'GRAVELED ROAD, 13 FEET NORTHEAST OF A 12 INCH WALNUT-TREE AND
 KW2135'FENCE CORNER, AND 2 FEET NORTHWEST OF THE SOUTH GATE POST OF
 KW2135'THE ENTRANCE TO A CULTIVATED FIELD.  MARK IS SET IN TOP OF A
 KW2135'SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE THE SURFACE
 KW2135'OF THE GROUND.
 KW2135
 KW2135                          STATION RECOVERY (1979)
 KW2135
 KW2135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2135'NOTE--NOW 0.2 MILE EAST ON A PAVED ROAD, AND GRAVEL ROAD LEADING
 KW2135'NORTH AND SOUTH IS NOW A GRAVEL DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2137 ***********************************************************************
 KW2137  DESIGNATION -  CRULL RM 1
 KW2137  PID         -  KW2137
 KW2137  STATE/COUNTY-  PA/CUMBERLAND
 KW2137  USGS QUAD   -  PLAINFIELD (1975)
 KW2137
 KW2137                         *CURRENT SURVEY CONTROL
 KW2137  ___________________________________________________________________
 KW2137* NAD 83(1986)-  40 08 37.     (N)    077 20 01.     (W)     SCALED    
 KW2137* NAVD 88     -       225.805  (meters)     740.83   (feet)  ADJUSTED  
 KW2137  ___________________________________________________________________
 KW2137  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KW2137  DYNAMIC HT  -         225.685 (meters)     740.43  (feet)  COMP
 KW2137  MODELED GRAV-     980,092.0   (mgal)                       NAVD 88
 KW2137
 KW2137  VERT ORDER  -  SECOND    CLASS 0
 KW2137
 KW2137.The horizontal coordinates were scaled from a topographic map and have
 KW2137.an estimated accuracy of +/- 6 seconds.
 KW2137
 KW2137.The orthometric height was determined by differential leveling
 KW2137.and adjusted by the National Geodetic Survey in June 1991..
 KW2137
 KW2137.The geoid height was determined by GEOID03.
 KW2137
 KW2137.The dynamic height is computed by dividing the NAVD 88
 KW2137.geopotential number by the normal gravity value computed on the
 KW2137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2137.degrees latitude (g = 980.6199 gals.).
 KW2137
 KW2137.The modeled gravity was interpolated from observed gravity values.
 KW2137
 KW2137;                    North         East    Units  Estimated Accuracy
 KW2137;SPC PA S     -    90,050.      635,480.      MT  (+/- 180 meters Scaled)
 KW2137
 KW2137                          SUPERSEDED SURVEY CONTROL
 KW2137
 KW2137  NGVD 29 (??/??/??)  226.018  (m)          741.53   (f) ADJUSTED    2 0
 KW2137
 KW2137.Superseded values are not recommended for survey control.
 KW2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2137.See file dsdata.txt to determine how the superseded data were derived.
 KW2137
 KW2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK012463(NAD 83)
 KW2137_MARKER: DR = REFERENCE MARK DISK
 KW2137_SETTING: 80 = SET IN A BOULDER
 KW2137_SP_SET: BOULDER
 KW2137_STAMPING: CRULL NO 1 1960
 KW2137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2137+STABILITY: SURFACE MOTION
 KW2137
 KW2137  HISTORY     - Date     Condition        Report By
 KW2137  HISTORY     - 1960     MONUMENTED       CGS
 KW2137  HISTORY     - 1979     GOOD             NGS
 KW2137
 KW2137                          STATION DESCRIPTION
 KW2137
 KW2137'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2137'1.8 MI E FROM NEWVILLE.
 KW2137'ABOUT 0.7 MILE NORTHEAST OF STATE HIGHWAY 233 AND JUNCTION OF
 KW2137'U.S. HIGHWAY 11, WHICH IS 2.7 MILE SOUTHEAST OF NEWVILLE, THENCE
 KW2137'0.85 MILE SOUTHEAST TO A FARM ROAD, THENCE 0.1 MILE EAST ON FARM
 KW2137'ROAD, THENCE 0.2 MILE NORTHEAST TO TOP OF HILL, 69.8 FEET
 KW2137'SOUTH-SOUTHEAST OF A STANDARD METAL WITNESS POST AND MARKER.  IT
 KW2137'IS SET IN TOP OF A BOULDER WHICH IS FLUSH WITH THE GROUND.
 KW2137
 KW2137                          STATION RECOVERY (1979)
 KW2137
 KW2137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2138 ***********************************************************************
 KW2138  DESIGNATION -  CRULL RM 2
 KW2138  PID         -  KW2138
 KW2138  STATE/COUNTY-  PA/CUMBERLAND
 KW2138  USGS QUAD   -  PLAINFIELD (1975)
 KW2138
 KW2138                         *CURRENT SURVEY CONTROL
 KW2138  ___________________________________________________________________
 KW2138* NAD 83(1986)-  40 08 37.     (N)    077 20 01.     (W)     SCALED    
 KW2138* NAVD 88     -       227.604  (meters)     746.73   (feet)  ADJUSTED  
 KW2138  ___________________________________________________________________
 KW2138  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KW2138  DYNAMIC HT  -         227.484 (meters)     746.34  (feet)  COMP
 KW2138  MODELED GRAV-     980,092.0   (mgal)                       NAVD 88
 KW2138
 KW2138  VERT ORDER  -  SECOND    CLASS 0
 KW2138
 KW2138.The horizontal coordinates were scaled from a topographic map and have
 KW2138.an estimated accuracy of +/- 6 seconds.
 KW2138
 KW2138.The orthometric height was determined by differential leveling
 KW2138.and adjusted by the National Geodetic Survey in June 1991..
 KW2138
 KW2138.The geoid height was determined by GEOID03.
 KW2138
 KW2138.The dynamic height is computed by dividing the NAVD 88
 KW2138.geopotential number by the normal gravity value computed on the
 KW2138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2138.degrees latitude (g = 980.6199 gals.).
 KW2138
 KW2138.The modeled gravity was interpolated from observed gravity values.
 KW2138
 KW2138;                    North         East    Units  Estimated Accuracy
 KW2138;SPC PA S     -    90,050.      635,480.      MT  (+/- 180 meters Scaled)
 KW2138
 KW2138                          SUPERSEDED SURVEY CONTROL
 KW2138
 KW2138  NGVD 29 (??/??/??)  227.818  (m)          747.43   (f) ADJUSTED    2 0
 KW2138
 KW2138.Superseded values are not recommended for survey control.
 KW2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2138.See file dsdata.txt to determine how the superseded data were derived.
 KW2138
 KW2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK012463(NAD 83)
 KW2138_MARKER: DR = REFERENCE MARK DISK
 KW2138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2138_STAMPING: CRULL NO 2 1960
 KW2138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2138+STABILITY: SURFACE MOTION
 KW2138
 KW2138  HISTORY     - Date     Condition        Report By
 KW2138  HISTORY     - 1960     MONUMENTED       CGS
 KW2138  HISTORY     - 1979     GOOD             NGS
 KW2138
 KW2138                          STATION DESCRIPTION
 KW2138
 KW2138'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2138'1.8 MI E FROM NEWVILLE.
 KW2138'ABOUT 0.7 MILE NORTHEAST OF STATE HIGHWAY 233 AND JUNCTION OF
 KW2138'U.S. HIGHWAY 11, WHICH IS 2.7 MILE SOUTHEAST OF NEWVILLE, THENCE
 KW2138'0.85 MILE SOUTHEAST TO A FARM ROAD, THENCE 0.1 MILE EAST ON FARM
 KW2138'ROAD, THENCE 0.2 MILE NORTHEAST TO TOP OF HILL, 54.4 FEET WEST
 KW2138'OF A STANDARD METAL WITNESS POST AND MARKER.  IT IS SET IN TOP OF
 KW2138'A SQUARE CONCRETE MONUMENT PROJECTING 1 INCH ABOVE THE SURFACE
 KW2138'OF THE GROUND.
 KW2138
 KW2138                          STATION RECOVERY (1979)
 KW2138
 KW2138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0271 ***********************************************************************
 KW0271  DESIGNATION -  CRYSTAL
 KW0271  PID         -  KW0271
 KW0271  STATE/COUNTY-  PA/SCHUYLKILL
 KW0271  USGS QUAD   -  TREMONT (1977)
 KW0271
 KW0271                         *CURRENT SURVEY CONTROL
 KW0271  ___________________________________________________________________
 KW0271* NAD 83(1992)-  40 40 41.33255(N)    076 23 04.89296(W)     ADJUSTED  
 KW0271* NAVD 88     -       519.549  (meters)    1704.55   (feet)  ADJUSTED  
 KW0271  ___________________________________________________________________
 KW0271  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 KW0271  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KW0271  DYNAMIC HT  -         519.289 (meters)    1703.70  (feet)  COMP
 KW0271  MODELED GRAV-     980,105.9   (mgal)                       NAVD 88
 KW0271
 KW0271  HORZ ORDER  -  SECOND
 KW0271  VERT ORDER  -  SECOND    CLASS 0
 KW0271
 KW0271.The horizontal coordinates were established by classical geodetic methods
 KW0271.and adjusted by the National Geodetic Survey in June 2002..
 KW0271
 KW0271.The orthometric height was determined by differential leveling
 KW0271.and adjusted by the National Geodetic Survey in June 1991..
 KW0271
 KW0271.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW0271
 KW0271.The geoid height was determined by GEOID03.
 KW0271
 KW0271.The dynamic height is computed by dividing the NAVD 88
 KW0271.geopotential number by the normal gravity value computed on the
 KW0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0271.degrees latitude (g = 980.6199 gals.).
 KW0271
 KW0271.The modeled gravity was interpolated from observed gravity values.
 KW0271
 KW0271;                    North         East     Units Scale Factor Converg.
 KW0271;SPC PA S     -   150,215.190   715,418.991   MT  0.99996736   +0 53 08.9
 KW0271;SPC PA S     -   492,831.00  2,347,170.47   sFT  0.99996736   +0 53 08.9
 KW0271;SPC PA N     -    57,712.325   715,427.129   MT  1.00003945   +0 54 11.5
 KW0271;SPC PA N     -   189,344.52  2,347,197.17   sFT  1.00003945   +0 54 11.5
 KW0271;UTM  18      - 4,503,951.218   382,978.867   MT  0.99976855   -0 54 09.6
 KW0271
 KW0271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW0271!SPC PA S     -   0.99992377  x   0.99996736  =   0.99989113
 KW0271!SPC PA N     -   0.99992377  x   1.00003945  =   0.99996322
 KW0271!UTM  18      -   0.99992377  x   0.99976855  =   0.99969234
 KW0271
 KW0271|---------------------------------------------------------------------|
 KW0271| PID    Reference Object                     Distance      Geod. Az  |
 KW0271|                                                           dddmmss.s |
 KW0271| KW0272 CRYSTAL RM 1                         17.370 METERS 09433     |
 KW0271| KW0270 CRYSTAL RM 2                         24.516 METERS 19120     |
 KW0271| KW0265 BURMA                               APPROX. 1.6 KM 2104849.4 |
 KW0271| KW0269 CRYSTAL AZ MK                                      2293536.4 |
 KW0271|---------------------------------------------------------------------|
 KW0271
 KW0271                          SUPERSEDED SURVEY CONTROL
 KW0271
 KW0271  NAD 83(1986)-  40 40 41.32896(N)    076 23 04.89760(W) AD(       ) 2
 KW0271  NAD 27      -  40 40 41.01790(N)    076 23 06.06580(W) AD(       ) 2
 KW0271  NGVD 29 (??/??/??)  519.754  (m)         1705.23   (f) ADJUSTED    2 0
 KW0271
 KW0271.Superseded values are not recommended for survey control.
 KW0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0271.See file dsdata.txt to determine how the superseded data were derived.
 KW0271
 KW0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL8297903951(NAD 83)
 KW0271_MARKER: DS = TRIANGULATION STATION DISK
 KW0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0271_STAMPING: CRYSTAL 1960
 KW0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0271+STABILITY: SURFACE MOTION
 KW0271
 KW0271  HISTORY     - Date     Condition        Report By
 KW0271  HISTORY     - 1960     MONUMENTED       CGS
 KW0271  HISTORY     - 1960     GOOD             CGS
 KW0271
 KW0271                          STATION DESCRIPTION
 KW0271
 KW0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW0271'THE STATION IS LOCATED ON A HIGH PLATEAU, ABOUT 3.0 MILES NORTH OF
 KW0271'TREMONT, 3.0 MILES WEST-NORTHWEST OF BRANCH DALE, 2-3/4 MILES
 KW0271'NORTHWEST OF NEWTOWN AND IS ON PROPERTY OWNED BY MR. LEON KOCHER.
 KW0271'
 KW0271'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 209 AND STATE
 KW0271'HIGHWAY 125 IN THE EAST EDGE OF TREMONT, GO EAST ON U.S. HIGHWAY
 KW0271'209 FOR 2.3 MILES TO THE JUNCTION OF U.S. HIGHWAY 209 AND STATE
 KW0271'HIGHWAY 25 IN THE VILLAGE OF NEWTOWN.  TURN LEFT AND GO NORTHWEST
 KW0271'OF STATE HIGHWAY 25 FOR 2.3 MILES TO A CROSSROAD, JUST BEFORE
 KW0271'REACHING THE TOP OF A LONG GRADE.  TURN RIGHT AND GO NORTHWEST
 KW0271'FOR 0.02 MILE TO A FORK.  TAKE THE LEFT FORK AND GO 0.13 MILE TO A
 KW0271'REVERSE Y-INTERSECTION.  KEEP STRAIGHT AHEAD AND GO
 KW0271'NORTHWEST FOR 0.29 MILE TO A FORK.  KEEP STRAIGHT AHEAD, NORTHWEST,
 KW0271'ON THE MAIN TRAVELED GRAVELED ROAD FOR 0.35 MILE TO A CROSSROAD.
 KW0271'CONTINUE STRAIGHT AHEAD, NORTH, ON A MAIN TRAVELED ROAD FOR 0.12
 KW0271'MILE TO A SIDE ROAD, RIGHT, CONTINUE STRAIGHT AHEAD, NORTH, ON THE
 KW0271'MAIN TRAVELED GRAVELED ROAD FOR 0.8 MILE TO A SIDE ROAD ON THE
 KW0271'RIGHT.  TURN RIGHT AND GO EAST ON A DIRT ROAD FOR 0.01 MILE TO A GATE
 KW0271'AND THE AZIMUTH MARK ON THE RIGHT, SOUTH, SIDE OF THE ROAD.
 KW0271'CONTINUE EAST ON A DIRT ROAD FOR 0.14 MILE TO A REVERSE
 KW0271'Y-INTERSECTION AND THE STATION IN THE NORTHEAST ANGLE OF THE
 KW0271'INTERSECTION.
 KW0271'
 KW0271'THE STATION MARK, A STANDARD DISK STAMPED CRYSTAL 1960, IS SET IN THE
 KW0271'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 KW0271'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 100.0 FEET NORTHEAST
 KW0271'OF THE CENTER OF THE Y INTERSECTION, 58.0 FEET EAST OF
 KW0271'THE CENTERLINE OF A DIRT ROAD, 45.0 FEET NORTH OF THE CENTERLINE OF A
 KW0271'DIRT ROAD AND 17.5 FEET NORTHEAST OF A 6-INCH ASPEN TREE WITH A
 KW0271'TRIANGULAR BLAZE.
 KW0271'
 KW0271'REFERENCE MARK 1, A STANDARD DISK STAMPED CRYSTAL NO 1 1960, IS SET
 KW0271'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 KW0271'ABOUT 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 67.6 FEET
 KW0271'SOUTHEAST OF A 6-INCH TRIANGULAR BLAZED ASPEN TREE, 10.0 FEET
 KW0271'NORTH OF THE CENTERLINE OF A DIRT ROAD AND IS ABOUT THE SAME
 KW0271'ELEVATION AS THE STATION.
 KW0271'
 KW0271'REFERENCE MARK 2, A STANDARD DISK STAMPED CRYSTAL NO 2 1960, IS SET
 KW0271'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 KW0271'ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 64.0 FEET
 KW0271'SOUTHWEST OF A 6-INCH TRANGULAR BLAZED ASPEN TREE, 45.0 FEET
 KW0271'SOUTHEAST OF THE CENTER OF THE Y-INTERSECTION, 13.6 FEET SOUTH OF THE
 KW0271'CENTERLINE OF A DIRT ROAD AND IS ABOUT 12 INCHES LOWER THAN THE
 KW0271'STATION.
 KW0271'
 KW0271'THE AZIMUTH MARK, A STANDARD DISK STAMPED CRYSTAL 1960, IS SET IN THE
 KW0271'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 KW0271'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 74.0 FEET EAST OF THE
 KW0271'CENTER OF THE T-INTERSECTION, 17.0 FEET EAST OF THE SOUTH GATE POST
 KW0271'AND 14.0 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD.
 KW0271'
 KW0271'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 KW0271
 KW0271                          STATION RECOVERY (1960)
 KW0271
 KW0271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KW0271'4.2 MI NW FROM NEWTOWN.
 KW0271'ABOUT 2.3 MILES NORTHWEST ALONG STATE HIGHWAY 25 FROM ITS JUNCTION
 KW0271'WITH U.S. HIGHWAY 209 AT THE NORTH EDGE OF THE VILLAGE OF NEWTOWN,
 KW0271'THENCE 1.7 MILES NORTH-NORTHWEST ALONG MAIN TRAVELED MINING
 KW0271'ROAD, THENCE 0.15 MILE EAST ALONG A TRACK ROAD, 100.0 FEET
 KW0271'NORTHEAST OF THE CENTER OF THE Y-INTERSECTION, 58.0 FEET EAST
 KW0271'OF THE CENTER OF A DIRT ROAD, 45.0 FEET NORTH OF THE CENTER OF
 KW0271'A DIRT ROAD, AND 17.5 FEET NORTHEAST OF A 6-INCH TRIANGULAR
 KW0271'BLAZED ASPEN TREE.  IT IS SET IN THE TOP OF A CONCRETE POST
 KW0271'WHICH PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2171 ***********************************************************************
 MA2171  DESIGNATION -  CRYSTAL
 MA2171  PID         -  MA2171
 MA2171  STATE/COUNTY-  PA/POTTER
 MA2171  USGS QUAD   -  OSWAYO (1977)
 MA2171
 MA2171                         *CURRENT SURVEY CONTROL
 MA2171  ___________________________________________________________________
 MA2171* NAD 83(1992)-  41 57 08.13661(N)    078 00 42.77228(W)     ADJUSTED  
 MA2171* NAVD 88     -       742.1    (meters)    2435.     (feet)  VERTCON   
 MA2171  ___________________________________________________________________
 MA2171  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 MA2171  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 MA2171
 MA2171  HORZ ORDER  -  SECOND
 MA2171
 MA2171.The horizontal coordinates were established by classical geodetic methods
 MA2171.and adjusted by the National Geodetic Survey in June 2002..
 MA2171
 MA2171.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2171
 MA2171.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2171
 MA2171.The geoid height was determined by GEOID03.
 MA2171
 MA2171;                    North         East     Units Scale Factor Converg.
 MA2171;SPC PA N     -   198,335.279   578,286.759   MT  1.00000037   -0 10 23.7
 MA2171;SPC PA N     -   650,704.99  1,897,262.48   sFT  1.00000037   -0 10 23.7
 MA2171;SPC NY W     -   216,949.651   397,377.741   MT  0.99996511   +0 22 55.3
 MA2171;SPC NY W     -   711,775.65  1,303,730.14   sFT  0.99996511   +0 22 55.3
 MA2171;UTM  17      - 4,648,795.203   747,665.887   MT  1.00035484   +1 59 55.0
 MA2171;UTM  18      - 4,648,864.212   250,364.409   MT  1.00036690   -2 00 52.2
 MA2171
 MA2171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2171!SPC PA N     -   0.99988858  x   1.00000037  =   0.99988895
 MA2171!SPC NY W     -   0.99988858  x   0.99996511  =   0.99985369
 MA2171!UTM  17      -   0.99988858  x   1.00035484  =   1.00024338
 MA2171!UTM  18      -   0.99988858  x   1.00036690  =   1.00025544
 MA2171
 MA2171|---------------------------------------------------------------------|
 MA2171| PID    Reference Object                     Distance      Geod. Az  |
 MA2171|                                                           dddmmss.s |
 MA2171| CJ9588 CRYSTAL RM 1                         23.448 METERS 08206     |
 MA2171| CJ9587 CRYSTAL AZ MK                                      0920943.7 |
 MA2171| CJ9589 CRYSTAL RM 2                         26.651 METERS 17707     |
 MA2171|---------------------------------------------------------------------|
 MA2171
 MA2171                          SUPERSEDED SURVEY CONTROL
 MA2171
 MA2171  NAD 83(1996)-  41 57 08.13627(N)    078 00 42.77315(W) AD(       ) 2
 MA2171  NAD 83(1986)-  41 57 08.13799(N)    078 00 42.76995(W) AD(       ) 2
 MA2171  NAD 27      -  41 57 07.89843(N)    078 00 43.75850(W) AD(       ) 2
 MA2171  NGVD 29 (07/19/86)  742.2    (m)         2435.     (f) VERT ANG       
 MA2171
 MA2171.Superseded values are not recommended for survey control.
 MA2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2171.See file dsdata.txt to determine how the superseded data were derived.
 MA2171
 MA2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG4766648795(NAD 83)
 MA2171_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2171_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MA2171
 MA2171  HISTORY     - Date     Condition        Report By
 MA2171  HISTORY     - 1967     MONUMENTED       CGS
 MA2171
 MA2171                          STATION DESCRIPTION
 MA2171
 MA2171'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 MA2171'NO MEASUREMENT WAS MADE BETWEEN THE REFERENCE MARKS DUE TO TREES ON
 MA2171'LINE.
 MA2171'
 MA2171'THE STATION IS LOCATED ON THE EASTERN SLOPE OF A HIGH HILL IN THE
 MA2171'OSWAYO TOWNSHIP, ON PROPERTY OWNED BY THE PORT ALLEGANY
 MA2171'CORPORATION, ABOUT 2 MILES NORTH OF OSWAYO AND 1 MILE SOUTHEAST OF
 MA2171'CHRYSTAL.
 MA2171'
 MA2171'TO REACH THE STATION FROM THE POST OFFICE IN OSWAYO, GO EAST ON STATE
 MA2171'HIGHWAY 244 FOR 0.1 MILE TO A SIDE ROAD ON THE LEFT.  TURN
 MA2171'LEFT, NORTH, ON A NARROW DIRT ROAD AND GO 0.1 MILE TO A FORK.  KEEP
 MA2171'RIGHT, UPHILL AND GO 1.7 MILES TO A SIDE ROAD ON THE RIGHT.
 MA2171'TURN RIGHT AND GO 0.15 MILE TO A PIPE GATE.  PASS THROUGH AND
 MA2171'CONTINUE ON A BLADED ROAD IN A NORTHEASTERLY DIRECTION FOR 0.4
 MA2171'MILE TO A WIRE GATE.  PASS THROUGH AND GO IN AN EASTERLY DIRECTION ON
 MA2171'A TRACK ROAD FOR 0.2 MILE TO A FORK AND A TIN SHED ON THE
 MA2171'RIGHT*.  KEEP LEFT, UPHILL, AND GO NORTH FOR 0.15 MILE TO THE
 MA2171'STATION ON THE RIGHT.
 MA2171'
 MA2171'THE STATION MARK IS A STANDARD DISK STAMPED CRYSTAL 1967, SET IN THE
 MA2171'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 MA2171'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 156 FEET EAST OF THE
 MA2171'CENTER OF THE TRACK ROAD, 5.6 FEET SOUTH OF A METAL WITNESS
 MA2171'POST.
 MA2171'
 MA2171'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CRYSTAL NO 1 1967,
 MA2171'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 MA2171'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 2.2 FEET WEST-SOUTHWEST OF
 MA2171'A METAL WITNESS POST AND ABOUT 3 FEET LOWER THAN THE
 MA2171'STATION MARK.
 MA2171'
 MA2171'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CRYSTAL NO 2 1967,
 MA2171'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 MA2171'PROJECTS 7 INCHES ABOVE THE GROUND.  IT IS 92.9 FEET SOUTH OF THE
 MA2171'METAL WITNESS POST AND ABOUT 1 FOOT LOWER THAN THE STATION
 MA2171'MARK.
 MA2171'
 MA2171'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CRYSTAL 1967, SET IN THE
 MA2171'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 MA2171'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 3.8 FEET SOUTH-SOUTHWEST
 MA2171'OF THE SOUTH GATE POST, 1.7 FEET SOUTHWEST OF A METAL
 MA2171'WITNESS POST AND 1.6 FEET WEST OF A WIRE FENCE.
 MA2171'
 MA2171'*TO REACH THE AZIMUTH MARK FROM THE FORK, GO EAST ON A TRACK ROAD FOR
 MA2171'0.05 MILE TO A SMALL POND ON THE RIGHT.  CONTINUE EAST ON A
 MA2171'DIM TRACK ROAD FOR 0.25 MILE TO A NORTH-SOUTH WIRE FENCE.  TURN RIGHT
 MA2171'AND GO NORTH ALONG WEST SIDE OF THE WIRE FENCE FOR 0.05 MILE
 MA2171'TO A GATE ON THE RIGHT AND THE AZIMUTH MARK ON THE RIGHT.
 MA2171'
 MA2171'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0269 ***********************************************************************
 KW0269  DESIGNATION -  CRYSTAL AZ MK
 KW0269  PID         -  KW0269
 KW0269  STATE/COUNTY-  PA/SCHUYLKILL
 KW0269  USGS QUAD   -  TREMONT (1977)
 KW0269
 KW0269                         *CURRENT SURVEY CONTROL
 KW0269  ___________________________________________________________________
 KW0269* NAD 83(1986)-  40 40 35.     (N)    076 23 14.     (W)     SCALED    
 KW0269* NAVD 88     -       516.804  (meters)    1695.55   (feet)  ADJUSTED  
 KW0269  ___________________________________________________________________
 KW0269  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 KW0269  DYNAMIC HT  -         516.544 (meters)    1694.69  (feet)  COMP
 KW0269  MODELED GRAV-     980,106.2   (mgal)                       NAVD 88
 KW0269
 KW0269  VERT ORDER  -  SECOND    CLASS 0
 KW0269
 KW0269.The horizontal coordinates were scaled from a topographic map and have
 KW0269.an estimated accuracy of +/- 6 seconds.
 KW0269
 KW0269.The orthometric height was determined by differential leveling
 KW0269.and adjusted by the National Geodetic Survey in June 1991..
 KW0269
 KW0269.The geoid height was determined by GEOID03.
 KW0269
 KW0269.The dynamic height is computed by dividing the NAVD 88
 KW0269.geopotential number by the normal gravity value computed on the
 KW0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0269.degrees latitude (g = 980.6199 gals.).
 KW0269
 KW0269.The modeled gravity was interpolated from observed gravity values.
 KW0269
 KW0269;                    North         East    Units  Estimated Accuracy
 KW0269;SPC PA S     -   150,020.      715,210.      MT  (+/- 180 meters Scaled)
 KW0269
 KW0269                          SUPERSEDED SURVEY CONTROL
 KW0269
 KW0269  NGVD 29 (??/??/??)  517.008  (m)         1696.22   (f) ADJUSTED    2 0
 KW0269
 KW0269.Superseded values are not recommended for survey control.
 KW0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0269.See file dsdata.txt to determine how the superseded data were derived.
 KW0269
 KW0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL827037(NAD 83)
 KW0269_MARKER: DZ = AZIMUTH MARK DISK
 KW0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0269_STAMPING: CRYSTAL 1960
 KW0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0269+STABILITY: SURFACE MOTION
 KW0269
 KW0269  HISTORY     - Date     Condition        Report By
 KW0269  HISTORY     - 1960     MONUMENTED       CGS
 KW0269
 KW0269                          STATION DESCRIPTION
 KW0269
 KW0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0269'4 MI NW FROM NEWTOWN.
 KW0269'ABOUT 2.3 MILES NORTHWEST ALONG STATE HIGHWAY 25 FROM ITS JUNCTION
 KW0269'WITH U.S. HIGHWAY 209 AT THE NORTH EDGE OF THE VILLAGE OF NEWTOWN,
 KW0269'THENCE 1.7 MILES NORTH-NORTHWEST ALONG MAIN TRAVELED MINING ROAD,
 KW0269'74.0 FEET EAST OF THE CENTER OF A T-INTERSECTION, 17.0 FEET EAST
 KW0269'OF THE SOUTH GATE POST AND 14.0 FEET SOUTH OF THE CENTER OF A
 KW0269'DIRT ROAD.  IT IS SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KW0269'2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0272 ***********************************************************************
 KW0272  DESIGNATION -  CRYSTAL RM 1
 KW0272  PID         -  KW0272
 KW0272  STATE/COUNTY-  PA/SCHUYLKILL
 KW0272  USGS QUAD   -  TREMONT (1977)
 KW0272
 KW0272                         *CURRENT SURVEY CONTROL
 KW0272  ___________________________________________________________________
 KW0272* NAD 83(1986)-  40 40 41.     (N)    076 23 05.     (W)     SCALED    
 KW0272* NAVD 88     -       519.328  (meters)    1703.83   (feet)  ADJUSTED  
 KW0272  ___________________________________________________________________
 KW0272  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KW0272  DYNAMIC HT  -         519.067 (meters)    1702.97  (feet)  COMP
 KW0272  MODELED GRAV-     980,105.9   (mgal)                       NAVD 88
 KW0272
 KW0272  VERT ORDER  -  SECOND    CLASS 0
 KW0272
 KW0272.The horizontal coordinates were scaled from a topographic map and have
 KW0272.an estimated accuracy of +/- 6 seconds.
 KW0272
 KW0272.The orthometric height was determined by differential leveling
 KW0272.and adjusted by the National Geodetic Survey in June 1991..
 KW0272
 KW0272.The geoid height was determined by GEOID03.
 KW0272
 KW0272.The dynamic height is computed by dividing the NAVD 88
 KW0272.geopotential number by the normal gravity value computed on the
 KW0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0272.degrees latitude (g = 980.6199 gals.).
 KW0272
 KW0272.The modeled gravity was interpolated from observed gravity values.
 KW0272
 KW0272;                    North         East    Units  Estimated Accuracy
 KW0272;SPC PA S     -   150,210.      715,420.      MT  (+/- 180 meters Scaled)
 KW0272
 KW0272                          SUPERSEDED SURVEY CONTROL
 KW0272
 KW0272  NGVD 29 (??/??/??)  519.533  (m)         1704.50   (f) ADJUSTED    2 0
 KW0272
 KW0272.Superseded values are not recommended for survey control.
 KW0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0272.See file dsdata.txt to determine how the superseded data were derived.
 KW0272
 KW0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL829039(NAD 83)
 KW0272_MARKER: DR = REFERENCE MARK DISK
 KW0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0272_STAMPING: CRYSTAL NO 1 1960
 KW0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0272+STABILITY: SURFACE MOTION
 KW0272
 KW0272  HISTORY     - Date     Condition        Report By
 KW0272  HISTORY     - 1960     MONUMENTED       CGS
 KW0272
 KW0272                          STATION DESCRIPTION
 KW0272
 KW0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0272'4.2 MI NW FROM NEWTOWN.
 KW0272'ABOUT 2.3 MILES NORTHWEST ALONG STATE HIGHWAY 25 FROM ITS
 KW0272'JUNCTION WITH U.S. HIGHWAY 209 AT THE NORTH EDGE OF THE VILLAGE
 KW0272'OF NEWTOWN, THENCE 1.7 MILES NORTH-NORTHWEST ALONG MAIN TRAVELED
 KW0272'MINING ROAD, THENCE 0.15 MILE EAST ALONG A TRACK ROAD, 67.6
 KW0272'FEET SOUTHEAST OF A 6-INCH TRIANGULAR BLAZED ASPEN TREE, 57.0
 KW0272'FEET EAST-SOUTHEAST OF THE STATION, 10.0 FEET NORTH OF THE CENTER
 KW0272'OF A DIRT ROAD.  IT IS SET IN THE TOP OF A CONCRETE POST WHICH
 KW0272'PROJECTS 1 INCHE ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0270 ***********************************************************************
 KW0270  DESIGNATION -  CRYSTAL RM 2
 KW0270  PID         -  KW0270
 KW0270  STATE/COUNTY-  PA/SCHUYLKILL
 KW0270  USGS QUAD   -  TREMONT (1977)
 KW0270
 KW0270                         *CURRENT SURVEY CONTROL
 KW0270  ___________________________________________________________________
 KW0270* NAD 83(1986)-  40 40 41.     (N)    076 23 05.     (W)     SCALED    
 KW0270* NAVD 88     -       519.028  (meters)    1702.84   (feet)  ADJUSTED  
 KW0270  ___________________________________________________________________
 KW0270  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KW0270  DYNAMIC HT  -         518.768 (meters)    1701.99  (feet)  COMP
 KW0270  MODELED GRAV-     980,105.9   (mgal)                       NAVD 88
 KW0270
 KW0270  VERT ORDER  -  SECOND    CLASS 0
 KW0270
 KW0270.The horizontal coordinates were scaled from a topographic map and have
 KW0270.an estimated accuracy of +/- 6 seconds.
 KW0270
 KW0270.The orthometric height was determined by differential leveling
 KW0270.and adjusted by the National Geodetic Survey in June 1991..
 KW0270
 KW0270.The geoid height was determined by GEOID03.
 KW0270
 KW0270.The dynamic height is computed by dividing the NAVD 88
 KW0270.geopotential number by the normal gravity value computed on the
 KW0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0270.degrees latitude (g = 980.6199 gals.).
 KW0270
 KW0270.The modeled gravity was interpolated from observed gravity values.
 KW0270
 KW0270;                    North         East    Units  Estimated Accuracy
 KW0270;SPC PA S     -   150,210.      715,420.      MT  (+/- 180 meters Scaled)
 KW0270
 KW0270                          SUPERSEDED SURVEY CONTROL
 KW0270
 KW0270  NGVD 29 (??/??/??)  519.233  (m)         1703.52   (f) ADJUSTED    2 0
 KW0270
 KW0270.Superseded values are not recommended for survey control.
 KW0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0270.See file dsdata.txt to determine how the superseded data were derived.
 KW0270
 KW0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL829039(NAD 83)
 KW0270_MARKER: DR = REFERENCE MARK DISK
 KW0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0270_STAMPING: CRYSTAL NO 2 1960
 KW0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0270+STABILITY: SURFACE MOTION
 KW0270
 KW0270  HISTORY     - Date     Condition        Report By
 KW0270  HISTORY     - 1960     MONUMENTED       CGS
 KW0270
 KW0270                          STATION DESCRIPTION
 KW0270
 KW0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0270'4.2 MI NW FROM NEWTOWN.
 KW0270'ABOUT 2.3 MILES NORTHWEST ALONG STATE HIGHWAY 25 FROM ITS JUNCTION
 KW0270'WITH U.S. HIGHWAY 209 AT THE NORTH EDGE OF THE VILLAGE OF NEWTOWN,
 KW0270'THENCE 1.7 MILES NORTH-NORTHWEST ALONG MAIN TRAVELED MINING ROAD,
 KW0270'THENCE 0.15 MILE EAST ALONG A TRACK ROAD, 64.0 FEET SOUTHWEST OF
 KW0270'A 6-INCH TRIANGULAR BLAZED ASPEN TREE, 45.0 FEET SOUTHEAST OF THE
 KW0270'CENTER OF THE Y-INTERSECTION, 13.6 FEET SOUTH OF THE CENTER OF A
 KW0270'DIRT ROAD AND 80.4 FEET SOUTH-SOUTHWEST OF THE STATION.  IT
 KW0270'IS SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 KW0270'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2641 ***********************************************************************
 LY2641  DESIGNATION -  CS PEIRCE
 LY2641  PID         -  LY2641
 LY2641  STATE/COUNTY-  PA/PIKE
 LY2641  USGS QUAD   -  MILFORD (1995)
 LY2641
 LY2641                         *CURRENT SURVEY CONTROL
 LY2641  ___________________________________________________________________
 LY2641* NAD 83(1992)-  41 20 29.23791(N)    074 45 55.06629(W)     ADJUSTED  
 LY2641* NAVD 88     -       148.3    (meters)     487.     (feet)  VERTCON   
 LY2641  ___________________________________________________________________
 LY2641  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 LY2641  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 LY2641
 LY2641  HORZ ORDER  -  THIRD
 LY2641
 LY2641.The horizontal coordinates were established by classical geodetic methods
 LY2641.and adjusted by the National Geodetic Survey in June 2002..
 LY2641
 LY2641.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2641
 LY2641.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2641
 LY2641.The geoid height was determined by GEOID03.
 LY2641
 LY2641;                    North         East     Units Scale Factor Converg.
 LY2641;SPC PA N     -   134,768.513   849,758.177   MT  0.99995772   +1 58 28.2
 LY2641;SPC PA N     -   442,153.03  2,787,914.95   sFT  0.99995772   +1 58 28.2
 LY2641;UTM  18      - 4,576,689.497   519,636.738   MT  0.99960475   +0 09 18.1
 LY2641
 LY2641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2641!SPC PA N     -   0.99998179  x   0.99995772  =   0.99993951
 LY2641!UTM  18      -   0.99998179  x   0.99960475  =   0.99958654
 LY2641
 LY2641:                Primary Azimuth Mark                     Grid Az
 LY2641:SPC PA N     -  HIGH POINT MOUNMENT                      102 41 38.7
 LY2641:UTM  18      -  HIGH POINT MOUNMENT                      104 30 48.8
 LY2641
 LY2641|---------------------------------------------------------------------|
 LY2641| PID    Reference Object                     Distance      Geod. Az  |
 LY2641|                                                           dddmmss.s |
 LY2641| LY2607 HIGH POINT MOUNMENT                 APPROX. 9.0 KM 1044006.9 |
 LY2641| CB3929 CS PEIRCE RM 1                       40.106 METERS 20454     |
 LY2641| LY2642 CS PEIRCE AZ MK                     241.747 METERS 22421     |
 LY2641| CB3915 CROSS CUT IN LANDING                               26529     |
 LY2641|---------------------------------------------------------------------|
 LY2641
 LY2641                          SUPERSEDED SURVEY CONTROL
 LY2641
 LY2641  NAD 83(1996)-  41 20 29.23792(N)    074 45 55.06630(W) AD(       ) 3
 LY2641  NAD 83(1996)-  41 20 29.23802(N)    074 45 55.06651(W) AD(       ) 3
 LY2641  NAD 83(1986)-  41 20 29.24196(N)    074 45 55.06691(W) AD(       ) 3
 LY2641  NAD 27      -  41 20 28.89836(N)    074 45 56.46037(W) AD(       ) 3
 LY2641  NGVD 29 (07/19/86)  148.5    (m)          487.     (f) VERT ANG       
 LY2641
 LY2641.Superseded values are not recommended for survey control.
 LY2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2641.See file dsdata.txt to determine how the superseded data were derived.
 LY2641
 LY2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1963776689(NAD 83)
 LY2641_MARKER: DS = TRIANGULATION STATION DISK
 LY2641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY2641_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2641+STABILITY: SURFACE MOTION
 LY2641
 LY2641  HISTORY     - Date     Condition        Report By
 LY2641  HISTORY     - 1979     MONUMENTED       NGS
 LY2641  HISTORY     - 20031107 GOOD             INDIV
 LY2641
 LY2641                          STATION DESCRIPTION
 LY2641
 LY2641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (RGP)
 LY2641'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF PORT JERVIS, 2-1/4
 LY2641'MILES NORTHEAST OF MILFORD AND ON NATIONAL PARK SERVICE PROPERTY.
 LY2641'
 LY2641'TO REACH THE STATION FROM THE POST OFFICE IN MILFORD, GO EAST ON
 LY2641'HARFORD STREET FOR 0.15 MILE TO THE INTERSECTION OF HIGHWAYS 6, 206
 LY2641'AND 209.  TURN LEFT AND GO NORTHEAST ON HIGHWAYS 6 AND 209 FOR 2.3
 LY2641'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHEAST ON
 LY2641'HIGHWAYS 6 AND 209 FOR 0.1 MILE TO THE C.S. PEIRCE HISTORICAL HOUSE
 LY2641'ON THE LEFT AND THE STATION.
 LY2641'
 LY2641'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED---C
 LY2641'S PEIRCE 1979---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM
 LY2641'(08 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 42.1 METERS
 LY2641'(138 FEET) NNW FROM THE CENTER OF HIGHWAYS 6 AND 209, 40.5 METERS
 LY2641'(133 FEET) SE FROM THE SE CORNER OF THE PEIRCE HOUSE, 17.1 METERS (56
 LY2641'FEET) NNW FROM THE CENTER OF A PAVED ROAD, 4.0 METERS (13 FEET) SW
 LY2641'FROM A 12-INCH PINE TREE, AND 11.16 METERS (36.6 FEET) N FROM A
 LY2641'POWERLINE POLE NUMBERED 133.
 LY2641'
 LY2641'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 LY2641'STAMPED---C S PEIRCE 1979---SET INTO AN IRREGULAR MASS OF CONCRETE
 LY2641'0.9 METER (3 FEET) BELOW THE SURFACE.
 LY2641'
 LY2641'REFERENCE MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 LY2641'STAMPED---C S PEIRCE NO 1 1979---SET IN THE CENTER OF A LARGE
 LY2641'CONCRETE CULVERT WHICH PROJECTS 1 FOOT LOCATED 37.00 METERS (121.4
 LY2641'FEET) SSE FROM THE SOUTHEAST CORNER OF THE PEIRCE HOUSE, 21.3 METERS
 LY2641'(70 FEET) NNW FROM THE CENTER OF HIGHWAYS 6 AND 209, 10.7 METERS (35
 LY2641'FEET) SE FROM A POWERLINE POLE NUMBERED 134, 4.6 METERS (15 FEET) SE
 LY2641'FROM THE CENTER OF THE PAVED ROAD, AND 1.2 METERS (4 FEET) LOWER THAN
 LY2641'THE STATION.
 LY2641'
 LY2641'REFERENCE MARK NO. 2 IS A CROSS CUT
 LY2641'IN THE MOST NORTHEAST POINT OF A CONCRETE LANDING ALONG THE NORTH
 LY2641'SIDE OF THE C S PEIRCE ESTATE.  IT IS ABOUT 2 FEET ABOVE THE GROUND
 LY2641'LEVEL.  IT IS LOCATED 62.8 METERS (206 FEET) NW FROM THE CENTER OF
 LY2641'HIGHWAY 209, 46.9 METERS (154 FEET) W FROM THE POWERLINE POLE, 4.69
 LY2641'METERS (15.4 FEET) N FROM THE MOST NORTH ENTRANCE TO THE PEIRCE
 LY2641'ESTATE, AND 1.2 METERS (4 FEET) HIGHER THAN THE STATION.
 LY2641'
 LY2641'AZIMUTH MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 LY2641'STAMPED---C S PEIRCE 1979---SET INTO THE TOP OF A ROUND CONCRETE
 LY2641'MONUMENT 25 CM (10 INCHES) IN DIAMETER PROJECTING 3 CM (1 INCH) ABOVE
 LY2641'THE GROUND LOCATED 8.84 METERS (29.0 FEET) SE FROM THE CENTER OF
 LY2641'HIGHWAYS 6 AND 209, 1.22 METERS (4.0 FEET) SW FROM A POWERLINE POLE
 LY2641'NUMBERED 71, AND 0.55 METER (1.8 FEET) SW FROM A WITNESS POST.
 LY2641
 LY2641                          STATION RECOVERY (2003)
 LY2641
 LY2641'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JKM)
 LY2641' 
 LY2641'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 LY2641'CONDITION.  REFERENCE MARK 2 WAS NOT RECOVERED. THE MOST NORTHEAST
 LY2641'POINT OF THE LANDING HAS BEEN DAMAGED, AND NO EVIDENCE OF A CHISELED
 LY2641'CROSS COULD BE FOUND ON ANY OTHER CORNER OF THE CONCRETE LANDING
 LY2641'ADJACENT TO THE HOUSE.  THE AZIMUTH MARK WAS NOT FOUND.  IT MAY HAVE
 LY2641'BEEN PAVED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2642 ***********************************************************************
 LY2642  DESIGNATION -  CS PEIRCE AZ MK
 LY2642  PID         -  LY2642
 LY2642  STATE/COUNTY-  PA/PIKE
 LY2642  USGS QUAD   -  MILFORD (1995)
 LY2642
 LY2642                         *CURRENT SURVEY CONTROL
 LY2642  ___________________________________________________________________
 LY2642* NAD 83(1992)-  41 20 23.63505(N)    074 46 02.33560(W)     ADJUSTED  
 LY2642* NAVD 88     -       146.9    (meters)     482.     (feet)  VERTCON   
 LY2642  ___________________________________________________________________
 LY2642  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 LY2642  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 LY2642
 LY2642  HORZ ORDER  -  THIRD
 LY2642
 LY2642.The horizontal coordinates were established by classical geodetic methods
 LY2642.and adjusted by the National Geodetic Survey in June 2002..
 LY2642.No horizontal observational check was made to the station.
 LY2642
 LY2642.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2642
 LY2642.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2642
 LY2642.The geoid height was determined by GEOID03.
 LY2642
 LY2642;                    North         East     Units Scale Factor Converg.
 LY2642;SPC PA N     -   134,589.952   849,595.225   MT  0.99995775   +1 58 23.4
 LY2642;SPC PA N     -   441,567.20  2,787,380.33   sFT  0.99995775   +1 58 23.4
 LY2642;UTM  18      - 4,576,516.262   519,468.258   MT  0.99960466   +0 09 13.3
 LY2642
 LY2642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2642!SPC PA N     -   0.99998201  x   0.99995775  =   0.99993976
 LY2642!UTM  18      -   0.99998201  x   0.99960466  =   0.99958667
 LY2642
 LY2642|---------------------------------------------------------------------|
 LY2642| PID    Reference Object                     Distance      Geod. Az  |
 LY2642|                                                           dddmmss.s |
 LY2642| LY2641 CS PEIRCE                           241.748 METERS 04421     |
 LY2642| LY2283 FORD 2                              APPROX. 0.6 KM 2425914.1 |
 LY2642|---------------------------------------------------------------------|
 LY2642
 LY2642                          SUPERSEDED SURVEY CONTROL
 LY2642
 LY2642  NAD 83(1996)-  41 20 23.63507(N)    074 46 02.33561(W) AD(       ) 3
 LY2642  NAD 83(1996)-  41 20 23.63517(N)    074 46 02.33583(W) AD(       ) 3
 LY2642  NAD 83(1986)-  41 20 23.63910(N)    074 46 02.33620(W) AD(       ) 3
 LY2642  NAD 27      -  41 20 23.29549(N)    074 46 03.72950(W) AD(       ) 3
 LY2642  NGVD 29 (07/19/86)  147.1    (m)          483.     (f) VERT ANG       
 LY2642
 LY2642.Superseded values are not recommended for survey control.
 LY2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2642.See file dsdata.txt to determine how the superseded data were derived.
 LY2642
 LY2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1946876516(NAD 83)
 LY2642_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY2642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2642+STABILITY: SURFACE MOTION
 LY2642
 LY2642  HISTORY     - Date     Condition        Report By
 LY2642  HISTORY     - 1979     MONUMENTED       NGS
 LY2642  HISTORY     - 20031107 MARK NOT FOUND   INDIV
 LY2642
 LY2642                          STATION DESCRIPTION
 LY2642
 LY2642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (RGP)
 LY2642'THE STATION IS LOCATED ABOUT 6 MILES SW OF PORT JERVIS, 2-1/4 MILES
 LY2642'NE OF MILFORD AND ON ROAD RIGHT-OF-WAY.
 LY2642'
 LY2642'TO REACH FROM THE POST OFFICE IN MILFORD, GO E ON WEST HARFORD STREET
 LY2642'FOR 0.15 MILE TO THE INTERSECTION OF HIGHWAYS 6, 206 AND 209.  TURN
 LY2642'LEFT AND GO NE ON HIGHWAYS 6 AND 209 FOR 2.3 MILES TO THE STATION ON
 LY2642'THE RIGHT.
 LY2642'
 LY2642'THE STATION MARK IS A STANDARD AZIMUTH MARK DISK STAMPED C S PEIRCE
 LY2642'1979, SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS
 LY2642'FLUSH WITH THE SURFACE.  IT IS 29 FEET SE OF THE CENTER OF HIGHWAYS 6
 LY2642'AND 209, 4.0 FEET SW OF A POWERLINE POLE NUMBERED 71 AND 1.8 FEET SW
 LY2642'OF A WITNESS POST.
 LY2642'
 LY2642'FOR ADDITIONAL INFORMATION SEE THE DESCRIPTION FOR STATION C S PEIRCE.
 LY2642
 LY2642                          STATION RECOVERY (2003)
 LY2642
 LY2642'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JKM)
 LY2642' 
 LY2642'THE POWERLINE POLE WAS LOCATED, BUT THE MARK COULD NOT BE FOUND.  IT
 LY2642'MAY HAVE BEEN PAVED OVER.  NO WITNESS POST EXISTS AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0246 ***********************************************************************
 ND0246  DESIGNATION -  CULBERTSON LSC 1975
 ND0246  PID         -  ND0246
 ND0246  STATE/COUNTY-  PA/ERIE
 ND0246  USGS QUAD   -  FAIRVIEW (1998)
 ND0246
 ND0246                         *CURRENT SURVEY CONTROL
 ND0246  ___________________________________________________________________
 ND0246* NAD 83(1992)-  42 02 05.39776(N)    080 20 06.59423(W)     ADJUSTED  
 ND0246* NAVD 88     -       177.     (meters)     581.     (feet)  VERTCON   
 ND0246  ___________________________________________________________________
 ND0246  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 ND0246  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 ND0246
 ND0246  HORZ ORDER  -  THIRD
 ND0246
 ND0246.The horizontal coordinates were established by classical geodetic methods
 ND0246.and adjusted by the National Geodetic Survey in June 2002..
 ND0246.No horizontal observational check was made to the station.
 ND0246
 ND0246.The NAVD 88 height was computed by applying the VERTCON shift value to
 ND0246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ND0246
 ND0246.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0246
 ND0246.The geoid height was determined by GEOID03.
 ND0246
 ND0246;                    North         East     Units Scale Factor Converg.
 ND0246;SPC PA N     -   210,668.692   385,962.556   MT  1.00001487   -1 42 36.7
 ND0246;SPC PA N     -   691,168.87  1,266,278.82   sFT  1.00001487   -1 42 36.7
 ND0246;UTM  17      - 4,653,857.457   555,030.140   MT  0.99963726   +0 26 42.6
 ND0246
 ND0246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ND0246!SPC PA N     -   0.99997773  x   1.00001487  =   0.99999259
 ND0246!UTM  17      -   0.99997773  x   0.99963726  =   0.99961499
 ND0246
 ND0246                          SUPERSEDED SURVEY CONTROL
 ND0246
 ND0246  NAD 83(1995)-  42 02 05.39996(N)    080 20 06.59370(W) AD(       ) 3
 ND0246  NAD 83(1986)-  42 02 05.40112(N)    080 20 06.59449(W) AD(       ) 3
 ND0246  NAD 27      -  42 02 05.16471(N)    080 20 07.30959(W) AD(       ) 3
 ND0246  NGVD 29 (07/19/86)  177.     (m)          581.     (f) VERT ANG       
 ND0246
 ND0246.Superseded values are not recommended for survey control.
 ND0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0246.See file dsdata.txt to determine how the superseded data were derived.
 ND0246
 ND0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG5503053857(NAD 83)
 ND0246_MARKER: DS = TRIANGULATION STATION DISK
 ND0246_SETTING: 0 = UNSPECIFIED SETTING
 ND0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ND0246
 ND0246  HISTORY     - Date     Condition        Report By
 ND0246  HISTORY     - 1975     MONUMENTED       USLS
 ND0246
 ND0246                          STATION DESCRIPTION
 ND0246
 ND0246'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 ND0246'THIRD ORDER EODM TRAVERSE STATION - POSITIONED DIRECT BY
 ND0246'RANGE/AZIMUTH OBSERVATIONS FROM WALNUT CREEK LSC, 1975.
 ND0246'
 ND0246'STATION IS LOCATED ABOUT 15 MILES SOUTHWEST OF ERIE,
 ND0246'PENNSYLVANIA, ABOUT 12-1/2 MILES NORTHEAST OF CONNEAUT, OHIO,
 ND0246'AND ABOUT 2-1/2 MILES NORTHEAST OF THE MOUTH OF ELK CREEK AT
 ND0246'LAKE ERIE, NEAR THE TERMINATION OF CULBERTSON ROAD AT THE LAKE AND
 ND0246'WEST OF A PRIVATE RESIDENCE OWNED BY A DR. ROBERTS.  ATOP A
 ND0246'CONCRETE WALL ADJACENT TO A CONCRETE SEAWALL OVERLOOKING LAKE
 ND0246'ERIE.
 ND0246'
 ND0246'TO REACH THE STATION FROM THE INTERSECTION OF OHIO ROUTE 7 AND
 ND0246'U.S. ROUTE 20 AT CONNEAUT, OHIO, PROCEED EAST ON ROUTE 20 FOR 3.4
 ND0246'MILES TO THE JUNCTION WITH PA. RTE. 5.  TURN LEFT, EAST, ON
 ND0246'PA. RTE. 5. AND CONTINUE FOR 10.2 MILES TO CULBERTSON ROAD ON THE
 ND0246'LEFT.  TURN LEFT, NORTH, AND FOLLOW CULBERTSON FOR 1.0 MILES
 ND0246'UNTIL ITS TERMINATION ATOP THE WOODED BLUFF OVERLOOKING THE LAKE.
 ND0246'AND ITS CONTINUATION ALONG A PRIVATE ROAD DOWN THE BLUFF TO
 ND0246'THE PRIVATE RESIDENCE LOCATED AT THE WATERS EDGE.
 ND0246'CONTINUE ON FOOT DOWN THE STEPS ON THE WEST SIDE OF THE
 ND0246'WESTERNMOST SIDE OF THE RESIDENCE TO THE ELEVATED CONCRETE
 ND0246'DECK AT THE BASE OF THE STEPS AND OVERLOOKING THE EAST-WEST
 ND0246'SEAWALL.
 ND0246'
 ND0246'STATION MARK IS A STANDARD NOS BRONZE DISK SET FLUSH ATOP THE
 ND0246'CONCRETE DECK AND STAMPED CULBERTSON LSC 1975.  AND IS LOCATED
 ND0246'NEAR THE CENTER OF THE RECTANGULAR CONCRETE DECK.  11.10 FEET
 ND0246'FROM THE WEST FACE, 13.43 FEET FROM THE SOUTHEAST CORNER, AND 3.80
 ND0246'FEET FROM THE NORTH FACE.
 ND0246'
 ND0246'NO REFERENCE MARKS WERE SET.  THE STATION AFFORDS GOOD VISIBILITY
 ND0246'TO ALL POINTS SEAWARD EXCEPT DUE EASTERLY ALONG THE COASTLINE
 ND0246'WHERE TWO FALLEN TREES OBSCURE THE IMMEDIATE SHORELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2887 ***********************************************************************
 KW2887  DESIGNATION -  CULBERTSON RESET
 KW2887  PID         -  KW2887
 KW2887  STATE/COUNTY-  PA/FRANKLIN
 KW2887  USGS QUAD   -  ROXBURY (1973)
 KW2887
 KW2887                         *CURRENT SURVEY CONTROL
 KW2887  ___________________________________________________________________
 KW2887* NAD 83(1992)-  40 01 18.72685(N)    077 37 45.55922(W)     ADJUSTED  
 KW2887* NAVD 88     -       242.     (meters)     794.     (feet)  SCALED    
 KW2887  ___________________________________________________________________
 KW2887  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 KW2887  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 KW2887
 KW2887  HORZ ORDER  -  SECOND
 KW2887
 KW2887.The horizontal coordinates were established by classical geodetic methods
 KW2887.and adjusted by the National Geodetic Survey in June 2002..
 KW2887
 KW2887.The orthometric height was scaled from a topographic map.
 KW2887
 KW2887.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2887
 KW2887.The geoid height was determined by GEOID03.
 KW2887
 KW2887;                    North         East     Units Scale Factor Converg.
 KW2887;SPC PA S     -    76,458.298   610,301.738   MT  0.99998734   +0 04 41.9
 KW2887;SPC PA S     -   250,846.93  2,002,298.29   sFT  0.99998734   +0 04 41.9
 KW2887;UTM  18      - 4,433,496.553   275,619.700   MT  1.00021984   -1 41 29.6
 KW2887
 KW2887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2887!SPC PA S     -   0.99996745  x   0.99998734  =   0.99995479
 KW2887!UTM  18      -   0.99996745  x   1.00021984  =   1.00018729
 KW2887
 KW2887|---------------------------------------------------------------------|
 KW2887| PID    Reference Object                     Distance      Geod. Az  |
 KW2887|                                                           dddmmss.s |
 KW2887| CJ9591 CULBERTSON RM 1                      23.427 METERS 03354     |
 KW2887| CJ9593 CULBERTSON RM 3                      27.416 METERS 04241     |
 KW2887| CJ9590 CULBERTSON AZ MK                                   1230207.1 |
 KW2887| CJ9592 CULBERTSON RM 2                      26.068 METERS 12648     |
 KW2887|---------------------------------------------------------------------|
 KW2887
 KW2887                          SUPERSEDED SURVEY CONTROL
 KW2887
 KW2887  NAD 83(1995)-  40 01 18.72426(N)    077 37 45.56046(W) AD(       ) 2
 KW2887  NAD 83(1986)-  40 01 18.72499(N)    077 37 45.56506(W) AD(       ) 2
 KW2887  NAD 27      -  40 01 18.40000(N)    077 37 46.60400(W) AD(       ) 2
 KW2887
 KW2887.Superseded values are not recommended for survey control.
 KW2887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2887.See file dsdata.txt to determine how the superseded data were derived.
 KW2887
 KW2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK7562033497(NAD 83)
 KW2887_MARKER: DS = TRIANGULATION STATION DISK
 KW2887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2887
 KW2887  HISTORY     - Date     Condition        Report By
 KW2887  HISTORY     - 1942     MONUMENTED       CGS
 KW2887  HISTORY     - 1961     MARK NOT FOUND   AIRSUR
 KW2887  HISTORY     - 1967     SEE DESCRIPTION  LOCENG
 KW2887  HISTORY     - 1972     SEE DESCRIPTION  NGS
 KW2887
 KW2887                          STATION DESCRIPTION
 KW2887
 KW2887'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW2887'THE STATION IS LOCATED ABOUT 2.25 MILES NW OF GREEN VILLAGE, AND 1.5
 KW2887'MILES N OF CULBERTSON, AT THE CROSSROADS OF NYESVILLE, AND ON
 KW2887'THE GROUNDS OF THE SUMMIT SCHOOL.  IT IS 82 FEET N OF THE NE CORNER
 KW2887'OF THE SCHOOL HOUSE, AND 37 FEET E OF THE CENTER OF MACADAM ROAD.
 KW2887'THE DISK IS STAMPED CULBERTSON 1942, AND IS SET FLUSH WITH THE
 KW2887'GROUND.
 KW2887'
 KW2887'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KW2887'BRONZE DISKS SET IN CONCRETE.
 KW2887'
 KW2887'REFERENCE MARK NO.1 IS ENE OF THE STATION, SET IN N-S FENCE LINE, 150
 KW2887'FEET N OF THE NE CORNER OF SCHOOL.  THE DISK IS STAMPED
 KW2887'CULBERTSON, NO.1, 1942, AND PROJECTS 6 INCHES.
 KW2887'
 KW2887'REFERENCE MARK NO.2 IS SE OF THE STATION, SET IN N-S FENCE LINE, 20
 KW2887'FEET E OF THE NE CORNER OF SCHOOL.  THE DISK IS STAMPED
 KW2887'CULBERTSON NO.2, 1942 AND PROJECTS 3 INCHES.
 KW2887'
 KW2887'THE AZIMUTH MARK IS ABOUT 0.6 MILE E OF THE STATION, SET IN RAIL
 KW2887'FENCE LINE, 15 FEET E OF THE CENTER OF STATE HIGHWAY 433, AND 18
 KW2887'FEET S OF FENCE CORNER.  THE DISK IS STAMPED CULBERTSON 1942, AND
 KW2887'PROJECTS 4 INCHES.  TO REACH FROM THE STATION GO BACK TO STATE
 KW2887'HIGHWAY 433, TURN LEFT AND GO N FOR 0.4 MILE TO THE FIRST SIDE ROAD
 KW2887'RIGHT, AND AZIMUTH MARK.
 KW2887'
 KW2887'TO REACH THE STATION FROM THE CIRCLE IN CHAMBERSBURG GO N ON U.S.
 KW2887'HIGHWAY 11 FOR 5.0 MILES TO CROSSROADS AT GREEN VILLAGE, TURN
 KW2887'LEFT AND GO W FOR 1.15 MILES TO PAVED CROSSROADS AT THE NW EDGE OF
 KW2887'CULBERTSON, TURN RIGHT AND GO N ON PAVED ROAD 433 FOR 0.6 MILE
 KW2887'TO A SIDE ROAD LEFT, TURN LEFT AND FOLLOW PAVED ROAD NW FOR 0.95 MILE
 KW2887'TO A SMALL WHITE SCHOOLHOUSE ON THE RIGHT AND STATION.
 KW2887
 KW2887                          STATION RECOVERY (1961)
 KW2887
 KW2887'RECOVERY NOTE BY AIR SURVEY CORPORATION 1961
 KW2887'RECOVERED RM 2 AND AZIMUTH MARK AS DESCRIBED.  SCHOOL HOUSE IS NOW A
 KW2887'RESIDENCE, AND STATION SURFACE MARK LOCATION IS IN LAWN, SURFACE
 KW2887'MARK NOT FOUND AND NO EXCAVATION CONDUCTED FOR SUBSURFACE MARK BY
 KW2887'THIS PARTY.  RM 1 IS UPROOTED AND LYING BEHIND GARAGE OF
 KW2887'RESIDENCE.  LINE OF SIGHT EXISTS BETWEEN RM 2 AND AZIMUTH MARK.  1942
 KW2887'DESCRIPTION TO REACH IS ADEQUATE EXCEPT FOR CHANGE FROM
 KW2887'SCHOOLHOUSE TO RESIDENCE.  DID NOT REMOVE CAP FROM RM 1.
 KW2887
 KW2887                          STATION RECOVERY (1967)
 KW2887
 KW2887'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967 (DEH)
 KW2887'RECOVERED BY L. ROBERT KIMBALL, CONSULTING ENGINEERS, 615 W. HIGHLAND
 KW2887'AVE, EBENSBURG, PENNSYLVANIA.
 KW2887'
 KW2887'CULBERTSON-1942 MOVED
 KW2887'STATION MOVED FROM
 KW2887'ORIGINAL POSITION AND FOUND IN FLOOR OF PATIO AT A HOUSE NEAR BY.
 KW2887'SUBSURFACE MARKS AND REFERENCE MARKS NOT SEARCHED FOR.
 KW2887
 KW2887                          STATION RECOVERY (1972)
 KW2887
 KW2887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 KW2887'REFERENCE MARK TWO AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 KW2887'GOOD CONDITION.  THE STATION SURFACE MARK AND REFERENCE MARK
 KW2887'ONE WERE FOUND TO BE DESTROYED.  THE STATION SUBSURFACE DISK WAS
 KW2887'RECOVERED AND FOUND IN GOOD CONDITION EIGHTEEN INCHES BELOW THE
 KW2887'SURFACE.  A NEW STATION SUBSURFACE DISK WAS SET 36 INCHES BELOW THE
 KW2887'SURFACE OF THE GROUND AND A NEW SURFACE DISK WAS ALSO SET.  A
 KW2887'NEW REFERENCE MARK THREE WAS ESTABLISHED NORTHEAST OF THE STATION.  A
 KW2887'LONGER DISTANCE OF 0.03 FOOT OR 0.008 METER WAS NOTED.  A
 KW2887'DIFFERENCE OF 1 MINUTE AND 3 SECONDS IN DIRECTION TO REFERENCE MARK
 KW2887'TWO.
 KW2887'
 KW2887'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 KW2887'
 KW2887'THE STATION IS LOCATED 2-1/4 MILES NORTHWEST OF GREEN VILLAGE, 1-1/2
 KW2887'MILES NORTH OF CULBERTSON AND JUST SOUTH OF THE SMALL VILLAGE OF
 KW2887'NYESVILLE.  THE PROPERTY IS OWNED BY MR. R.E. HAWK AND HE LIVES IN
 KW2887'THE HOUSE AT THE STATION SITE.  HIS TELEPHONE NUMBER IS (717) 263
 KW2887'8357.
 KW2887'
 KW2887'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN CHAMBERSBURG, GO
 KW2887'NORTHEAST ON U.S. HIGHWAY 11 FOR 4.9 MILES TO STATE HIGHWAY 997.
 KW2887'TURN LEFT AND GO NORTHWEST ON STATE HIGHWAY 997 FOR 1.25 MILES TO A
 KW2887'CROSSROADS AT THE ENTRANCE TO LETTERKENNY U.S. ARMY SUPPLE
 KW2887'DEPOT.  TURN SHARP RIGHT AND GO NORTHEAST ON A PAVED ROAD FOR 0.55
 KW2887'MILE TO A SIDE ROAD LEFT.  (TO REACH THE AZIMUTH MARK FROM THIS
 KW2887'POINT, CONTINUE NORTHEAST ON THE PAVED ROAD FOR 0.45 MILE TO WAGNER
 KW2887'ROAD ON THE RIGHT AND THE AZIMUTH MARK ON THE RIGHT).  TURN LEFT AND
 KW2887'GO NORTHWEST AND NORTH ON NYESVILLE ROAD FOR 0.9 MILE TO THE
 KW2887'STATION ON THE RIGHT, JUST NORTHWEST OF MR. HAWKS HOUSE.
 KW2887'
 KW2887'THE STATION MARKS ARE STANDARD DISKS STAMPED CULBERTSON 1942.  THE
 KW2887'STATION SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 KW2887'MONUMENT WHICH IS 4 INCHES BELOW THE SURFACE.  IT IS 58 FEET NORTH OF
 KW2887'THE NORTHEAST CORNER OF MR. HAWKS HOUSE, 41 FEET WEST OF A GARAGE
 KW2887'DOOR, 37 FEET EAST OF THE CENTER OF NYESVILLE ROAD AND 10 FEET WEST
 KW2887'OF 2 FOOT SQUARE CONCRETE SLAB.  THE UNDERGROUND DISK IS 36
 KW2887'INCHES BELOW THE SURFACE DISK.
 KW2887'
 KW2887'REFERENCE MARK TWO IS A STANDARD DISK STAMPED CULBERTSON NO 2 1942,
 KW2887'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 KW2887'PROJECTS 2 INCHES.  IT IS 38 FEET SOUTH OF THE SOUTH SIDE OF THE
 KW2887'GARAGE, 20 FEET EAST OF THE NORTHEAST CORNER OF MR. HAWKS HOUSE
 KW2887'AND 1 FOOT SOUTH OF A SMALL TREE.
 KW2887'
 KW2887'REFERENCE MARK THREE IS A STANDARD DISK STAMPED CULBERTSON 1942 NO 3
 KW2887'1972, SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH
 KW2887'PROJECTS 1 INCH.  IT IS 108 FEET EAST OF THE CENTER OF NYESVILLE
 KW2887'ROAD, 50 FEET NORTHEAST OF THE NORTHEAST CORNER OF MR.
 KW2887'HAWKS GARAGE AND 1 FOOT WEST OF A FENCE LINE.
 KW2887'
 KW2887'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CULBERTSON 1942, SET IN
 KW2887'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6
 KW2887'INCHES.  IT IS 37 FEET SOUTHWEST OF THE CENTER OF WAGNER ROAD, 16
 KW2887'FEET SOUTHEAST OF THE CENTER OF THE PAVED ROAD, 12 FEET
 KW2887'NORTHEAST OF POWERLINE POLE NUMBER W32327 AND 1 FOOT NORTHWEST OF A
 KW2887'WITNESS POST.  RM 1 TO RM 3 89.95 FT.
 KW2887'27.416 M.
 KW2887'
 KW2887'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-IN SOUTH EDGE OF
 KW2887'NYESVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4155 ***********************************************************************
 JV4155  DESIGNATION -  CULPS HILL LOOKOUT TOWER
 JV4155  PID         -  JV4155
 JV4155  STATE/COUNTY-  PA/ADAMS
 JV4155  USGS QUAD   -  GETTYSBURG (1994)
 JV4155
 JV4155                         *CURRENT SURVEY CONTROL
 JV4155  ___________________________________________________________________
 JV4155* NAD 83(1992)-  39 49 12.39374(N)    077 13 13.53193(W)     ADJUSTED  
 JV4155* NAVD 88     -                                                        
 JV4155  ___________________________________________________________________
 JV4155  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 JV4155  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 JV4155
 JV4155  HORZ ORDER  -  THIRD
 JV4155
 JV4155.The horizontal coordinates were established by classical geodetic methods
 JV4155.and adjusted by the National Geodetic Survey in June 2002..
 JV4155
 JV4155
 JV4155.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4155
 JV4155.The geoid height was determined by GEOID03.
 JV4155
 JV4155;                    North         East     Units Scale Factor Converg.
 JV4155;SPC PA S     -    54,185.202   645,341.470   MT  1.00001963   +0 20 36.9
 JV4155;SPC PA S     -   177,772.62  2,117,257.81   sFT  1.00001963   +0 20 36.9
 JV4155;SPC MD       -   239,080.427   381,126.113   MT  1.00008574   -0 08 18.0
 JV4155;SPC MD       -   784,383.03  1,250,411.26   sFT  1.00008574   -0 08 18.0
 JV4155;UTM  18      - 4,410,150.197   309,960.062   MT  1.00004464   -1 25 20.4
 JV4155
 JV4155                          SUPERSEDED SURVEY CONTROL
 JV4155
 JV4155  NAD 83(1991)-  39 49 12.39153(N)    077 13 13.53257(W) AD(       ) 4
 JV4155  NAD 83(1986)-  39 49 12.39140(N)    077 13 13.53343(W) AD(       ) 4
 JV4155  NAD 27      -  39 49 12.04700(N)    077 13 14.58680(W) AD(       ) 3
 JV4155
 JV4155.Superseded values are not recommended for survey control.
 JV4155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4155.See file dsdata.txt to determine how the superseded data were derived.
 JV4155
 JV4155_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK0996010150(NAD 83)
 JV4155_MARKER: 57 = LOOKOUT TOWER
 JV4155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV4155+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2004
 JV4155
 JV4155  HISTORY     - Date     Condition        Report By
 JV4155  HISTORY     - 1942     FIRST OBSERVED   CGS
 JV4155  HISTORY     - 1966     GOOD             CGS
 JV4155  HISTORY     - 1990     GOOD             USPSQD
 JV4155  HISTORY     - 20040501 GOOD             USPSQD
 JV4155  HISTORY     - 20050829 GOOD             GEOCAC
 JV4155
 JV4155                          STATION DESCRIPTION
 JV4155
 JV4155'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 JV4155'THIS INTERSECTION STATION IS THE TOWER LOCATED ON CULPS HILL ABOUT
 JV4155'1/4 MILE E OF GETTYSBURG, PENNSYLVANIA, IN THE NORTHERN PART
 JV4155'OF THE BATTLEFIELD, ABOUT 1/4 MILE NE OF THE NATIONAL CEMETERY.  THE
 JV4155'TOWER IS OF STEEL CONSTRUCTION ABOUT 60 FEET HIGH AND HAS A CIRCULAR
 JV4155'DRIVEWAY AROUND IT.  THE FINIAL WAS THE POINT OBSERVED ON.
 JV4155
 JV4155                          STATION RECOVERY (1966)
 JV4155
 JV4155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 JV4155'RECOVERED AS DESCRIBED IN 1942.  NO POSITION DETERMINED IN 1942.
 JV4155
 JV4155                          STATION RECOVERY (1990)
 JV4155
 JV4155'RECOVERY NOTE BY US POWER SQUADRON 1990 (NH)
 JV4155'RECOVERED IN GOOD CONDITION.
 JV4155
 JV4155                          STATION RECOVERY (2004)
 JV4155
 JV4155'RECOVERY NOTE BY US POWER SQUADRON 2004 (CM)
 JV4155'FOUND IN GOOD CONDITION AS DESCRIBED.
 JV4155
 JV4155                          STATION RECOVERY (2005)
 JV4155
 JV4155'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JV4155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0844 ***********************************************************************
 KX0844  DESIGNATION -  CUMMINGS DAM
 KX0844  PID         -  KX0844
 KX0844  STATE/COUNTY-  PA/INDIANA
 KX0844  USGS QUAD   -  ERNEST (1973)
 KX0844
 KX0844                         *CURRENT SURVEY CONTROL
 KX0844  ___________________________________________________________________
 KX0844* NAD 83(1986)-  40 41 24.     (N)    079 09 56.     (W)     SCALED    
 KX0844* NAVD 88     -       341.88   (+/-2cm)    1121.7    (feet)  VERTCON   
 KX0844  ___________________________________________________________________
 KX0844  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KX0844
 KX0844  VERT ORDER  -  ? (See Below)
 KX0844
 KX0844.The horizontal coordinates were scaled from a topographic map and have
 KX0844.an estimated accuracy of +/- 6 seconds.
 KX0844
 KX0844.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0844.The vertical order pertains to the NGVD 29 superseded value.
 KX0844
 KX0844.The geoid height was determined by GEOID03.
 KX0844
 KX0844;                    North         East    Units  Estimated Accuracy
 KX0844;SPC PA S     -   151,600.      480,360.      MT  (+/- 180 meters Scaled)
 KX0844
 KX0844                          SUPERSEDED SURVEY CONTROL
 KX0844
 KX0844  NGVD 29 (??/??/92)  342.063  (m)         1122.25   (f) ADJ UNCH    ?  
 KX0844
 KX0844.Superseded values are not recommended for survey control.
 KX0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0844.See file dsdata.txt to determine how the superseded data were derived.
 KX0844
 KX0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF550059(NAD 83)
 KX0844_MARKER: Z = SEE DESCRIPTION
 KX0844_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0844_SP_SET: DAM WALL
 KX0844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0844
 KX0844  HISTORY     - Date     Condition        Report By
 KX0844  HISTORY     - 1917     MONUMENTED       BORR
 KX0844
 KX0844                          STATION DESCRIPTION
 KX0844
 KX0844'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1917
 KX0844'AT CUMMINGS DAM.
 KX0844'CUMMINGS DAM ON THE SOUTH END OF RETAINING WALL AT CUMMINGS
 KX0844'DAM.  A B.R. AND P. RY. STANDARD PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1786 ***********************************************************************
 KV1786  DESIGNATION -  CURTAIN
 KV1786  PID         -  KV1786
 KV1786  STATE/COUNTY-  PA/MONROE
 KV1786  USGS QUAD   -  STROUDSBURG (1975)
 KV1786
 KV1786                         *CURRENT SURVEY CONTROL
 KV1786  ___________________________________________________________________
 KV1786* NAD 83(1992)-  40 58 55.92262(N)    075 13 19.04081(W)     ADJUSTED  
 KV1786* NAVD 88     -       146.086  (meters)     479.28   (feet)  ADJUSTED  
 KV1786  ___________________________________________________________________
 KV1786  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 KV1786  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KV1786  DYNAMIC HT  -         146.020 (meters)     479.07  (feet)  COMP
 KV1786  MODELED GRAV-     980,168.7   (mgal)                       NAVD 88
 KV1786
 KV1786  HORZ ORDER  -  SECOND
 KV1786  VERT ORDER  -  SECOND    CLASS 0
 KV1786
 KV1786.The horizontal coordinates were established by classical geodetic methods
 KV1786.and adjusted by the National Geodetic Survey in June 2002..
 KV1786
 KV1786.The orthometric height was determined by differential leveling
 KV1786.and adjusted by the National Geodetic Survey in June 1991..
 KV1786
 KV1786.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1786
 KV1786.The geoid height was determined by GEOID03.
 KV1786
 KV1786.The dynamic height is computed by dividing the NAVD 88
 KV1786.geopotential number by the normal gravity value computed on the
 KV1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1786.degrees latitude (g = 980.6199 gals.).
 KV1786
 KV1786.The modeled gravity was interpolated from observed gravity values.
 KV1786
 KV1786;                    North         East     Units Scale Factor Converg.
 KV1786;SPC PA N     -    93,672.886   812,721.386   MT  0.99998551   +1 40 20.6
 KV1786;SPC PA N     -   307,325.13  2,666,403.41   sFT  0.99998551   +1 40 20.6
 KV1786;SPC PA S     -   186,132.650   812,726.148   MT  1.00000248   +1 38 24.6
 KV1786;SPC PA S     -   610,670.20  2,666,419.04   sFT  1.00000248   +1 38 24.6
 KV1786;UTM  18      - 4,536,804.895   481,328.152   MT  0.99960429   -0 08 44.0
 KV1786
 KV1786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1786!SPC PA N     -   0.99998230  x   0.99998551  =   0.99996781
 KV1786!SPC PA S     -   0.99998230  x   1.00000248  =   0.99998478
 KV1786!UTM  18      -   0.99998230  x   0.99960429  =   0.99958660
 KV1786
 KV1786|---------------------------------------------------------------------|
 KV1786| PID    Reference Object                     Distance      Geod. Az  |
 KV1786|                                                           dddmmss.s |
 KV1786| KV1784 CURTAIN RM 2                         36.088 METERS 04121     |
 KV1786| KV3573 POWELL                              APPROX. 4.6 KM 0771525.7 |
 KV1786| KV1785 CURTAIN RM 1                         25.250 METERS 13532     |
 KV1786|---------------------------------------------------------------------|
 KV1786
 KV1786                          SUPERSEDED SURVEY CONTROL
 KV1786
 KV1786  NAD 83(1996)-  40 58 55.92277(N)    075 13 19.04280(W) AD(       ) 2
 KV1786  NAD 83(1986)-  40 58 55.92176(N)    075 13 19.04169(W) AD(       ) 2
 KV1786  NAD 27      -  40 58 55.58610(N)    075 13 20.38710(W) AD(       ) 2
 KV1786  NGVD 29 (??/??/??)  146.266  (m)          479.87   (f) ADJUSTED    2 0
 KV1786
 KV1786.Superseded values are not recommended for survey control.
 KV1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1786.See file dsdata.txt to determine how the superseded data were derived.
 KV1786
 KV1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8132836805(NAD 83)
 KV1786_MARKER: DS = TRIANGULATION STATION DISK
 KV1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1786_STAMPING: CURTAIN 1958
 KV1786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1786+STABILITY: SURFACE MOTION
 KV1786
 KV1786  HISTORY     - Date     Condition        Report By
 KV1786  HISTORY     - 1958     MONUMENTED       CGS
 KV1786  HISTORY     - 1958     GOOD             CGS
 KV1786  HISTORY     - 1979     MARK NOT FOUND   PADT
 KV1786
 KV1786                          STATION DESCRIPTION
 KV1786
 KV1786'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JMR)
 KV1786'STATION IS LOCATED ABOUT 160 FEET SOUTH OF U.S. HIGHWAY 209, 1-1/2
 KV1786'MILES WEST OF STROUDSBURG, 78 FEET WEST OF THE INTERNATIONAL
 KV1786'HARVESTER BUILDING AND AT THE EASTERN EDGE OF THE SHERWIN
 KV1786'MANUFACTURING COMPANY, ARDSLEY CURTAIN COMPANY GROUNDS.
 KV1786'
 KV1786'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 611 AND 209
 KV1786'(9TH AND MAIN STREETS INTERSECTION) IN STROUDSBURG BY GOING WEST
 KV1786'ON HIGHWAY 209 FOR 1.2 MILES TO THE WEST EDGE OF THE INTERNATIONAL
 KV1786'HARVESTER BUILDING WHICH IS ON THE LEFT HAND SIDE OF THE HIGHWAY,
 KV1786'TURN LEFT AND GO SOUTH, KEEPING TO THE WEST OF THE BUILDING FOR ABOUT
 KV1786'160 FEET AND STATION.
 KV1786'
 KV1786'STATION MARK IS A STANDARD DISK, STAMPED CURTAIN 1958, SET IN THE TOP
 KV1786'OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 KV1786'SURFACE.  IT IS ABOUT 160 FEET SOUTH OF U.S. HIGHWAY 209, 78 FEET
 KV1786'WEST OF A LARGE WEST DOOR OF THE INTERNATIONAL HARVESTER
 KV1786'BUILDING, 118 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE BUILDING,
 KV1786'15 FEET NORTH-NORTHEAST OF A STANDARD METAL WITNESS POST.
 KV1786'
 KV1786'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED CURTAIN NO 1
 KV1786'1958, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS
 KV1786'FLUSH WITH THE GROUND SURFACE.  IT IS ABOUT 35 FEET SOUTH OF AN
 KV1786'18-INCH OAK TREE, 1.5 FEET WEST OF THE SOUTHWEST CORNER OF A
 KV1786'SMALL BUILDING WHICH IS LOCATED AT THE SOUTHWEST CORNER OF THE
 KV1786'INTERNATIONAL HARVESTER BUILDING, 223 FEET SOUTH OF HIGHWAY 209.
 KV1786'
 KV1786'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED CURTAIN NO 2
 KV1786'1958, CEMENTED IN A DRILL HOLE, IN THE TOP OF A CONCRETE
 KV1786'CURBING.  IT IS ABOUT 5 FEET NORTH OF THE NORTHWEST CORNER OF THE
 KV1786'INTERNATIONAL HARVESTER BUILDING, 83 FEET SOUTH OF HIGHWAY 209.
 KV1786'
 KV1786'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KV1786
 KV1786                          STATION RECOVERY (1958)
 KV1786
 KV1786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 KV1786'AT STROUDSBURG.
 KV1786'1.2 MILES NORTH WEST ALONG U.S. HY. 209 FROM THE JUNCTION OF
 KV1786'U.S. 209 AND ST. HY. 611 IN STROUDSBURG, ON THE SOUTH SIDE OF
 KV1786'U.S. 209 AT E.M. RINEHART INTERNATIONAL COMPANY, 181 FEET SOUTH
 KV1786'OF THE CENTERLINE OF U.S. 209, 84 FEET WEST OF THE LARGE DOOR TO
 KV1786'THE INTERNATIONAL BLDG., 84 FEET NORTH WEST OF RM NO 1, 124 FEET
 KV1786'SOUTH WEST OF RM NO 2, AND SET FLUSH WITH THE GROUND.
 KV1786
 KV1786                          STATION RECOVERY (1979)
 KV1786
 KV1786'RECOVERY NOTE BY PA DEPT OF TRANSP 1979
 KV1786'CURTAIN DESTROYED.
 KV1786'
 KV1786'CURTAIN RM NO. 1 NOT RECOVERED.
 KV1786'
 KV1786'CURTAIN RM NO. 2 NOT RECOVERED.
 KV1786'
 KV1786'NEW TR 209 HAS PROBABLY COVERED STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1785 ***********************************************************************
 KV1785  DESIGNATION -  CURTAIN RM 1
 KV1785  PID         -  KV1785
 KV1785  STATE/COUNTY-  PA/MONROE
 KV1785  USGS QUAD   -  STROUDSBURG (1975)
 KV1785
 KV1785                         *CURRENT SURVEY CONTROL
 KV1785  ___________________________________________________________________
 KV1785* NAD 83(1986)-  40 58 55.     (N)    075 13 20.     (W)     SCALED    
 KV1785* NAVD 88     -       145.929  (meters)     478.77   (feet)  ADJUSTED  
 KV1785  ___________________________________________________________________
 KV1785  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KV1785  DYNAMIC HT  -         145.863 (meters)     478.55  (feet)  COMP
 KV1785  MODELED GRAV-     980,168.6   (mgal)                       NAVD 88
 KV1785
 KV1785  VERT ORDER  -  SECOND    CLASS 0
 KV1785
 KV1785.The horizontal coordinates were scaled from a topographic map and have
 KV1785.an estimated accuracy of +/- 6 seconds.
 KV1785
 KV1785.The orthometric height was determined by differential leveling
 KV1785.and adjusted by the National Geodetic Survey in June 1991..
 KV1785
 KV1785.The geoid height was determined by GEOID03.
 KV1785
 KV1785.The dynamic height is computed by dividing the NAVD 88
 KV1785.geopotential number by the normal gravity value computed on the
 KV1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1785.degrees latitude (g = 980.6199 gals.).
 KV1785
 KV1785.The modeled gravity was interpolated from observed gravity values.
 KV1785
 KV1785;                    North         East    Units  Estimated Accuracy
 KV1785;SPC PA N     -    93,640.      812,700.      MT  (+/- 180 meters Scaled)
 KV1785
 KV1785                          SUPERSEDED SURVEY CONTROL
 KV1785
 KV1785  NGVD 29 (??/??/??)  146.109  (m)          479.36   (f) ADJUSTED    2 0
 KV1785
 KV1785.Superseded values are not recommended for survey control.
 KV1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1785.See file dsdata.txt to determine how the superseded data were derived.
 KV1785
 KV1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL813367(NAD 83)
 KV1785_MARKER: DR = REFERENCE MARK DISK
 KV1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1785_STAMPING: CURTAIN NO 1 1958
 KV1785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1785+STABILITY: SURFACE MOTION
 KV1785
 KV1785  HISTORY     - Date     Condition        Report By
 KV1785  HISTORY     - 1958     MONUMENTED       CGS
 KV1785
 KV1785                          STATION DESCRIPTION
 KV1785
 KV1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KV1785'AT STROUDSBURG.
 KV1785'1.2 MILES NORTH WEST ALONG U.S. HY. 209 FROM THE JUNCTION OF U.S.
 KV1785'209 AND STATE HY. 611 IN STROUDSBURG, ON THE SOUTH SIDE OF U.S.
 KV1785'209 AT E.M. RINEHART INTERNATIONAL CO., AND 2 FEET WEST OF THE
 KV1785'SOUTH WEST CORNER OF A SMALL BUILDING, WHICH IS AT THE SOUTH WEST
 KV1785'CORNER OF THE INTERNATIONAL CO. BLDG., 33 FEET NORTH OF A 1 1/2
 KV1785'FOOT OAK TREE, 45 FEET WEST OF THE SOUTH ENTRANCE TO THE INTERNATIONAL
 KV1785'BUILDING, 243 FEET SOUTH OF THE CENTER LINE OF HY. 209, 156 FEET
 KV1785'SOUTH OF RM NO. 2, 84 FEET SOUTH EAST OF THE STATION BM, FLUSH
 KV1785'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1784 ***********************************************************************
 KV1784  DESIGNATION -  CURTAIN RM 2
 KV1784  PID         -  KV1784
 KV1784  STATE/COUNTY-  PA/MONROE
 KV1784  USGS QUAD   -  STROUDSBURG (1975)
 KV1784
 KV1784                         *CURRENT SURVEY CONTROL
 KV1784  ___________________________________________________________________
 KV1784* NAD 83(1986)-  40 58 55.     (N)    075 13 20.     (W)     SCALED    
 KV1784* NAVD 88     -       145.867  (meters)     478.57   (feet)  ADJUSTED  
 KV1784  ___________________________________________________________________
 KV1784  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KV1784  DYNAMIC HT  -         145.800 (meters)     478.35  (feet)  COMP
 KV1784  MODELED GRAV-     980,168.6   (mgal)                       NAVD 88
 KV1784
 KV1784  VERT ORDER  -  SECOND    CLASS 0
 KV1784
 KV1784.The horizontal coordinates were scaled from a topographic map and have
 KV1784.an estimated accuracy of +/- 6 seconds.
 KV1784
 KV1784.The orthometric height was determined by differential leveling
 KV1784.and adjusted by the National Geodetic Survey in June 1991..
 KV1784
 KV1784.The geoid height was determined by GEOID03.
 KV1784
 KV1784.The dynamic height is computed by dividing the NAVD 88
 KV1784.geopotential number by the normal gravity value computed on the
 KV1784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1784.degrees latitude (g = 980.6199 gals.).
 KV1784
 KV1784.The modeled gravity was interpolated from observed gravity values.
 KV1784
 KV1784;                    North         East    Units  Estimated Accuracy
 KV1784;SPC PA N     -    93,640.      812,700.      MT  (+/- 180 meters Scaled)
 KV1784
 KV1784                          SUPERSEDED SURVEY CONTROL
 KV1784
 KV1784  NGVD 29 (??/??/??)  146.046  (m)          479.15   (f) ADJUSTED    2 0
 KV1784
 KV1784.Superseded values are not recommended for survey control.
 KV1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1784.See file dsdata.txt to determine how the superseded data were derived.
 KV1784
 KV1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL813367(NAD 83)
 KV1784_MARKER: DR = REFERENCE MARK DISK
 KV1784_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1784_SP_SET: RETAINING WALL
 KV1784_STAMPING: CURTAIN NO 2 1958
 KV1784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1784
 KV1784  HISTORY     - Date     Condition        Report By
 KV1784  HISTORY     - 1958     MONUMENTED       CGS
 KV1784
 KV1784                          STATION DESCRIPTION
 KV1784
 KV1784'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KV1784'AT STROUDSBURG.
 KV1784'1.2 MILES NORTH WEST ALONG U.S. HY. 209 FROM THE JUNCTION OF
 KV1784'U.S. HY. 209 AND STATE HY. 611 IN STROUDSBURG ON THE SOUTH SIDE
 KV1784'OF U.S. 209, AT E.M. RINEHART INTERNATIONAL CO., DRILLED IN
 KV1784'HORIZONTAL IN A RETAINING WALL FOR A FLOWER BED, TOP OF THE NORTH
 KV1784'WEST CORNER OF WALL, 4 1/2 FEET NORTH OF THE NORTH WEST CORNER
 KV1784'OF THE BUILDING, 30 FEET WEST OF THE MAIN (FRONT) ENTRANCE TO
 KV1784'BUILDING, 87 FEET SOUTH OF THE CENTER LINE OF U.S. 209, 124 FEET
 KV1784'NORTH EAST OF THE STATION BM, 156 FEET NORTH OF RM NO. 1 AND ONE
 KV1784'FOOT ABOVE THE LEVEL OF THE PARKING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2471 ***********************************************************************
 KW2471  DESIGNATION -  CURTIN
 KW2471  PID         -  KW2471
 KW2471  STATE/COUNTY-  PA/CENTRE
 KW2471  USGS QUAD   -  MINGOVILLE (1983)
 KW2471
 KW2471                         *CURRENT SURVEY CONTROL
 KW2471  ___________________________________________________________________
 KW2471* NAD 83(1992)-  40 57 24.04363(N)    077 44 48.91750(W)     ADJUSTED  
 KW2471* NAVD 88     -       264.747  (meters)     868.59   (feet)  ADJUSTED  
 KW2471  ___________________________________________________________________
 KW2471  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 KW2471  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KW2471  DYNAMIC HT  -         264.622 (meters)     868.18  (feet)  COMP
 KW2471  MODELED GRAV-     980,145.0   (mgal)                       NAVD 88
 KW2471
 KW2471  HORZ ORDER  -  THIRD
 KW2471  VERT ORDER  -  SECOND    CLASS 0
 KW2471
 KW2471.The horizontal coordinates were established by classical geodetic methods
 KW2471.and adjusted by the National Geodetic Survey in June 2002..
 KW2471
 KW2471.The orthometric height was determined by differential leveling
 KW2471.and adjusted by the National Geodetic Survey in June 1991..
 KW2471
 KW2471.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2471
 KW2471.The geoid height was determined by GEOID03.
 KW2471
 KW2471.The dynamic height is computed by dividing the NAVD 88
 KW2471.geopotential number by the normal gravity value computed on the
 KW2471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2471.degrees latitude (g = 980.6199 gals.).
 KW2471
 KW2471.The modeled gravity was interpolated from observed gravity values.
 KW2471
 KW2471;                    North         East     Units Scale Factor Converg.
 KW2471;SPC PA N     -    87,733.857   600,259.174   MT  0.99998897   +0 00 07.3
 KW2471;SPC PA N     -   287,840.16  1,969,350.31   sFT  0.99998897   +0 00 07.3
 KW2471;UTM  18      - 4,537,582.106   268,815.874   MT  1.00025786   -1 48 04.9
 KW2471
 KW2471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2471!SPC PA N     -   0.99996369  x   0.99998897  =   0.99995266
 KW2471!UTM  18      -   0.99996369  x   1.00025786  =   1.00022154
 KW2471
 KW2471|---------------------------------------------------------------------|
 KW2471| PID    Reference Object                     Distance      Geod. Az  |
 KW2471|                                                           dddmmss.s |
 KW2471| KW2470 CURTIN RM 1                          21.477 METERS 04532     |
 KW2471| KW2940 AIRWAY BN 52 A SW OF MILESBURG      APPROX. 6.2 KM 2312656.5 |
 KW2471| CJ9594 CURTIN AZ MK                                       2395446.8 |
 KW2471| KW2941 MILESBURG WEST PA POWER CO STK      APPROX. 4.0 KM 2430405.8 |
 KW2471| KW2472 CURTIN RM 2                          22.186 METERS 29857     |
 KW2471|---------------------------------------------------------------------|
 KW2471
 KW2471                          SUPERSEDED SURVEY CONTROL
 KW2471
 KW2471  NAD 83(1986)-  40 57 24.04276(N)    077 44 48.91898(W) AD(       ) 3
 KW2471  NAD 27      -  40 57 23.82840(N)    077 44 49.90370(W) AD(       ) 3
 KW2471  NGVD 29 (??/??/??)  264.953  (m)          869.27   (f) ADJUSTED    2 0
 KW2471
 KW2471.Superseded values are not recommended for survey control.
 KW2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2471.See file dsdata.txt to determine how the superseded data were derived.
 KW2471
 KW2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL6881637582(NAD 83)
 KW2471_MARKER: DS = TRIANGULATION STATION DISK
 KW2471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2471_STAMPING: CURTIN 1959
 KW2471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2471+STABILITY: SURFACE MOTION
 KW2471
 KW2471  HISTORY     - Date     Condition        Report By
 KW2471  HISTORY     - 1959     MONUMENTED       CGS
 KW2471  HISTORY     - 1959     GOOD             CGS
 KW2471  HISTORY     - 1969     GOOD             CGS
 KW2471  HISTORY     - 1972     GOOD             PADT
 KW2471
 KW2471                          STATION DESCRIPTION
 KW2471
 KW2471'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 KW2471'THE STATION IS LOCATED ON A SMALL, LOW HILL AT THE NORTH END OF
 KW2471'CURTIN GAP, ON PROPERTY OWNED BY MR. H.L. CURTIN JR., ABOUT 1 MILE
 KW2471'SOUTH OF CURTIN AND 0.1 MILE SOUTH OF U.S. HIGHWAY 220.
 KW2471'
 KW2471'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 53 AND U.S.
 KW2471'HIGHWAY 220 IN MILESBURG, GO EAST ON U.S. HIGHWAY 220 FOR 1.48
 KW2471'MILES TO A POWERLINE POLE WITH A TRANSFORMER, A STANDARD METAL
 KW2471'WITNESS POST AND MARKER AND THE AZIMUTH MARK AT THE NORTHWEST
 KW2471'CORNER OF A FENCELINE AND CULTIVATED FIELD ON THE RIGHT, SOUTH, SIDE
 KW2471'OF THE HIGHWAY, JUST BEFORE REACHING A SMALL GROCERY STORE ON THE
 KW2471'LEFT, NORTH, SIDE OF THE HIGHWAY.  CONTINUE EAST ON U.S. HIGHWAY 220
 KW2471'FOR 0.67 MILE TO A DIM TRACK ROAD ON THE RIGHT, SOUTH, SIDE OF
 KW2471'THE HIGHWAY.  TURN RIGHT AND GO SOUTH UP A STEEP BANK AND
 KW2471'FOLLOW THE STEEP ROAD TO A POINT WHERE THE ROAD PASSES UNDER A
 KW2471'POWERLINE.  TURN LEFT AND GO NORTHEAST ON A TRACK ROAD, THE
 KW2471'POWERLINE ROAD, FOR 0.21 MILE TO THE LAST POWERLINE POLE BEFORE
 KW2471'REACHING THE TOP OF THE HILL.  TURN RIGHT AND GO SOUTH ON A DIM
 KW2471'TRACK ROAD FOR ABOUT 120 FEET TO A LARGE OAK TREE WITH A TRIANGULAR
 KW2471'BLAZE A STANDARD METAL WITNESS POST AND MARKER AND THE STATION.
 KW2471'
 KW2471'THE STATION MARK, A STANDARD DISK STAMPED CURTIN 1959, IS SET IN THE
 KW2471'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES ABOVE
 KW2471'THE SURFACE OF THE GROUND.  IT IS 28 FEET WEST OF A 24-INCH
 KW2471'TRIANGULAR BLAZED OAK TREE AND 2.4 FEET NORTH OF A STANDARD
 KW2471'METAL WITNESS POST AND MARKER.
 KW2471'
 KW2471'REFERENCE MARK 1, A STANDARD DISK STAMPED CURTIN NO 1 1959, IS SET IN
 KW2471'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 KW2471'ABOVE THE SURFACE OF THE GROUND.  IT IS 52.2 FEET NORTHEAST OF A
 KW2471'STANDARD METAL WITNESS POST AND MARKER, 48 FEET NORTH OF A
 KW2471'24-INCH TRIANGULAR BLAZED OAK TREE AND IS ABOUT THE SAME ELEVATION AS
 KW2471'THE STATION.
 KW2471'
 KW2471'REFERENCE MARK 2, A STANDARD DISK STAMPED CURTIN NO 2 1959, IS SET IN
 KW2471'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KW2471'SURFACE OF THE GROUND.  IT IS 74.6 FEET NORTH OF A STANDARD METAL
 KW2471'WITNESS POST AND MARKER AND IS ABOUT THE SAME ELEVATION AS THE
 KW2471'STATION.
 KW2471'
 KW2471'THE AZIMUTH MARK, A STANDARD DISK STAMPED CURTIN 1959, IS SET IN THE
 KW2471'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE
 KW2471'SURFACE OF THE GROUND.  IT IS 22 FEET SOUTH OF THE CENTER OF U.S.
 KW2471'HIGHWAY 220, 3 FEET EAST OF THE NORTHWEST FENCE CORNER AND
 KW2471'CULTIVATED FIELD, AND 2.4 FEET EAST OF A POWERLINE POLE NO. M-BC 51
 KW2471'AND A STANDARD METAL WITNESS POST AND MARKER.
 KW2471'
 KW2471'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 KW2471
 KW2471                          STATION RECOVERY (1959)
 KW2471
 KW2471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KW2471'2.4 MI NE FROM MILESBURG.
 KW2471'FROM THE JUNCTION OF STATE HY. 53 WITH U.S. 220 IN MILESBURG
 KW2471'GO EAST ON HY. 220 FOR 0.8 MILES TO A TEXACO STATION ON THE LEFT
 KW2471'CONTINUE ON HY. 220 FOR 1.4 MILE TO A JEEP TRAIL, RIGHT, UP A
 KW2471'STEEP BANK AT THE WEST END OF A GUARD RAIL, TURN RIGHT, UP A
 KW2471'STEEP BANK AND FOLLOW STEEP ROAD TO A POINT WHERE THE ROAD PASSES
 KW2471'UNDER A POWER LINE, FOLLOW THE POWER LINE UPHILL FOR APPROXIMATELY
 KW2471'0.15 MILE TO THE LAST POWER POLE BEFORE REACHING THE TOP OF THE
 KW2471'HILL.  BEAR RIGHT FOR ABOUT 120 FEET TO A TRIANGLE BLAZED LARGE
 KW2471'OAK TREE AND THE STATION SIGHT, THE POINT SELECTED IS 13 PACED
 KW2471'WEST OF THE OAK TREE, 11 PACES EAST OF A LEANING SAPLING, 12 PACES
 KW2471'NORTH OF THE SOUTH EDGE OF THE PLATEAU.
 KW2471
 KW2471                          STATION RECOVERY (1969)
 KW2471
 KW2471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 KW2471'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 KW2471'MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE TO THE
 KW2471'REFERENCE MARKS WERE REVERSED.  FOLLOWING IS A NEW AND COMPLETE
 KW2471'DESCRIPTION.
 KW2471'
 KW2471'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF MILESBURG, 1.5
 KW2471'MILES SOUTH OF CURTIN AND 0.1 MILE NORTH OF INTERSTATE HIGHWAY 80.
 KW2471'IT IS ON THE SOUTH SLOPE OF A LOW RIDGE ON THE PROPERTY OF MR. H.L.
 KW2471'CURTIN, JR.
 KW2471'
 KW2471'TO REACH THE STATION FROM THE POST OFFICE IN MILESBURG, GO NORTH ON
 KW2471'STATE HIGHWAY 144 FOR 0.05 MILE TO A SIDE ROAD ON THE RIGHT, TURN
 KW2471'RIGHT AND GO EAST ON THE PAVED ROAD, OLD HIGHWAY 220, FOR 1.45 MILES
 KW2471'TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE EAST ON THE PAVED ROAD
 KW2471'FOR 0.6 MILE TO WHERE INTERSTATE HIGHWAY 80 CROSSES THE ROAD,
 KW2471'CONTINUE EAST ON THE PAVED ROAD FOR 0.4 MILE TO AN OPEN FIELD
 KW2471'ON THE RIGHT, TURN RIGHT AND GO SOUTHEAST, UPHILL, ACROSS CLEARED
 KW2471'FIELD AND WOODED AREA FOR 0.25 MILE TO THE STATION, ON THE SOUTH
 KW2471'SLOPE OF RIDGE.
 KW2471'
 KW2471'THE STATION MARK IS 39 FEET WEST OF A 26-INCH TRIANGULAR BLAZED OAK
 KW2471'TREE AND 2.5 FEET NORTH OF A METAL WITNESS POST.  THE MARK IS A
 KW2471'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 1
 KW2471'INCH AND IS STAMPED CURTIN 1959.
 KW2471'
 KW2471'REFERENCE MARK NO. 1 IS 72.5 FEET NORTHEAST OF THE METAL WITNESS POST
 KW2471'AND 47 FEET NORTH OF THE 26-INCH TRIANGULAR BLAZED OAK TREE.
 KW2471'THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 KW2471'PROJECTING 1 INCH AND IS STAMPED CURTIN NO 1 1959.
 KW2471'
 KW2471'REFERENCE MARK NO. 2 IS 87 FEET SOUTHEAST OF POWERLINE POLE NO. J600,
 KW2471'74.2 FEET WEST-NORTHWEST OF THE METAL WITNESS POST AND 17 FEET
 KW2471'SOUTHWEST OF THE APPROXIMATE CENTER OF A TRACK ROAD.  THE MARK IS A
 KW2471'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH
 KW2471'WITH THE GROUND AND IS STAMPED CURTIN NO 2 1959.
 KW2471'
 KW2471'THE AZIMUTH MARK IS 23 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 KW2471'PAVED ROAD, 2.5 FEET EAST OF A METAL WITNESS POST AND 2 FEET
 KW2471'EAST-NORTHEAST OF POWERLINE POLE NO. 51.  THE MARK IS A STANDARD DISK
 KW2471'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 3 INCHES AND
 KW2471'IS STAMPED CURTIN 1959.
 KW2471'
 KW2471'HEIGHT OF LIGHT ABOVE STATION MARK 73.4 FEET.
 KW2471'
 KW2471'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 1.5 MILES SOUTH OF
 KW2471'CURTIN.
 KW2471
 KW2471                          STATION RECOVERY (1972)
 KW2471
 KW2471'RECOVERY NOTE BY PA DEPT OF TRANSP 1972
 KW2471'CURTIN 1959 GOOD.
 KW2471'CURTIN AZI. 1959
 KW2471'GOOD.
 KW2471'
 KW2471'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2470 ***********************************************************************
 KW2470  DESIGNATION -  CURTIN RM 1
 KW2470  PID         -  KW2470
 KW2470  STATE/COUNTY-  PA/CENTRE
 KW2470  USGS QUAD   -  MINGOVILLE (1983)
 KW2470
 KW2470                         *CURRENT SURVEY CONTROL
 KW2470  ___________________________________________________________________
 KW2470* NAD 83(1986)-  40 57 24.     (N)    077 44 49.     (W)     SCALED    
 KW2470* NAVD 88     -       265.390  (meters)     870.70   (feet)  ADJUSTED  
 KW2470  ___________________________________________________________________
 KW2470  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KW2470  DYNAMIC HT  -         265.265 (meters)     870.29  (feet)  COMP
 KW2470  MODELED GRAV-     980,144.9   (mgal)                       NAVD 88
 KW2470
 KW2470  VERT ORDER  -  SECOND    CLASS 0
 KW2470
 KW2470.The horizontal coordinates were scaled from a topographic map and have
 KW2470.an estimated accuracy of +/- 6 seconds.
 KW2470
 KW2470.The orthometric height was determined by differential leveling
 KW2470.and adjusted by the National Geodetic Survey in June 1991..
 KW2470
 KW2470.The geoid height was determined by GEOID03.
 KW2470
 KW2470.The dynamic height is computed by dividing the NAVD 88
 KW2470.geopotential number by the normal gravity value computed on the
 KW2470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2470.degrees latitude (g = 980.6199 gals.).
 KW2470
 KW2470.The modeled gravity was interpolated from observed gravity values.
 KW2470
 KW2470;                    North         East    Units  Estimated Accuracy
 KW2470;SPC PA N     -    87,730.      600,260.      MT  (+/- 180 meters Scaled)
 KW2470
 KW2470                          SUPERSEDED SURVEY CONTROL
 KW2470
 KW2470  NGVD 29 (??/??/??)  265.597  (m)          871.38   (f) ADJUSTED    2 0
 KW2470
 KW2470.Superseded values are not recommended for survey control.
 KW2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2470.See file dsdata.txt to determine how the superseded data were derived.
 KW2470
 KW2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL688375(NAD 83)
 KW2470_MARKER: DR = REFERENCE MARK DISK
 KW2470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2470_STAMPING: CURTIN NO 1 1959
 KW2470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2470+STABILITY: SURFACE MOTION
 KW2470
 KW2470  HISTORY     - Date     Condition        Report By
 KW2470  HISTORY     - 1959     MONUMENTED       CGS
 KW2470
 KW2470                          STATION DESCRIPTION
 KW2470
 KW2470'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW2470'2.4 MI NE FROM MILESBURG.
 KW2470'FROM THE JUNCTION OF STATE HY. 53 WITH U.S. 220 IN MILESBURG GO
 KW2470'EAST ON HY. 220 FOR 0.8 MILES TO A TEXACO STATION ON THE LEFT
 KW2470'CONTINUE ON HY. 220 FOR 1.4 MILE TO A JEEP TRAIL RIGHT, UP A
 KW2470'STEEP BANK AT THE WEST END OF A GUARD RAIL, TURN RIGHT UP A STEEP
 KW2470'BANK AND FOLLOW STEEP ROAD TO A POINT WHERE THE ROAD PASSES UNDER
 KW2470'A POWER LINE, FOLLOW THE POWER LINE UPHILL FOR APPROXIMATELY 0.15
 KW2470'MILE TO THE LAST POWER POLE BEFORE REACHING THE TOP OF THE HILL.
 KW2470'BEAR RIGHT FOR ABOUT 120 FEET TO A TRIANGLE BLAZED LARGE OAK TREE
 KW2470'AND THE BM, 13 PACES WEST OF THE OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2472 ***********************************************************************
 KW2472  DESIGNATION -  CURTIN RM 2
 KW2472  PID         -  KW2472
 KW2472  STATE/COUNTY-  PA/CENTRE
 KW2472  USGS QUAD   -  MINGOVILLE (1983)
 KW2472
 KW2472                         *CURRENT SURVEY CONTROL
 KW2472  ___________________________________________________________________
 KW2472* NAD 83(1986)-  40 57 24.     (N)    077 44 49.     (W)     SCALED    
 KW2472* NAVD 88     -       264.071  (meters)     866.37   (feet)  ADJUSTED  
 KW2472  ___________________________________________________________________
 KW2472  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KW2472  DYNAMIC HT  -         263.946 (meters)     865.96  (feet)  COMP
 KW2472  MODELED GRAV-     980,144.9   (mgal)                       NAVD 88
 KW2472
 KW2472  VERT ORDER  -  SECOND    CLASS 0
 KW2472
 KW2472.The horizontal coordinates were scaled from a topographic map and have
 KW2472.an estimated accuracy of +/- 6 seconds.
 KW2472
 KW2472.The orthometric height was determined by differential leveling
 KW2472.and adjusted by the National Geodetic Survey in June 1991..
 KW2472
 KW2472.The geoid height was determined by GEOID03.
 KW2472
 KW2472.The dynamic height is computed by dividing the NAVD 88
 KW2472.geopotential number by the normal gravity value computed on the
 KW2472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2472.degrees latitude (g = 980.6199 gals.).
 KW2472
 KW2472.The modeled gravity was interpolated from observed gravity values.
 KW2472
 KW2472;                    North         East    Units  Estimated Accuracy
 KW2472;SPC PA N     -    87,730.      600,260.      MT  (+/- 180 meters Scaled)
 KW2472
 KW2472                          SUPERSEDED SURVEY CONTROL
 KW2472
 KW2472  NGVD 29 (??/??/??)  264.277  (m)          867.05   (f) ADJUSTED    2 0
 KW2472
 KW2472.Superseded values are not recommended for survey control.
 KW2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2472.See file dsdata.txt to determine how the superseded data were derived.
 KW2472
 KW2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL688375(NAD 83)
 KW2472_MARKER: DR = REFERENCE MARK DISK
 KW2472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2472_STAMPING: CURTIN NO 2 1959
 KW2472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2472+STABILITY: SURFACE MOTION
 KW2472
 KW2472  HISTORY     - Date     Condition        Report By
 KW2472  HISTORY     - 1959     MONUMENTED       CGS
 KW2472
 KW2472                          STATION DESCRIPTION
 KW2472
 KW2472'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW2472'2.4 MI NE FROM MILESBURG.
 KW2472'FROM THE JUNCTION OF STATE HY. 53 WITH U.S. 220 IN MILESBURG GO
 KW2472'EAST ON HY. 220 FOR 0.8 MILE TO A TEXACO STATION ON THE LEFT
 KW2472'CONTINUE ON HY. 220 FOR 1.4 MILE TO A JEEP TRAIL RIGHT, UP A
 KW2472'STEEP BANK AT THE WEST END OF A GUARD RAIL, TURN RIGHT UP A
 KW2472'STEEP BANK AND FOLLOW STEEP ROAD TO A POINT WHERE THE ROAD PASSES
 KW2472'UNDER A POWER LINE, FOLLOW THE POWER LINE UPHILL FOR APPROXIMATELY
 KW2472'0.15 MILE TO THE LAST POWER POLE BEFORE REACHING THE TOP OF THE
 KW2472'HILL.  BEAR RIGHT FOR ABOUT 120 FEET TO A TRIANGLE BLAZED LARGE
 KW2472'OAK TREE AND THE BM, 13 PACES WEST OF THE OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3008 ***********************************************************************
 KW3008  DESIGNATION -  CUSHION
 KW3008  PID         -  KW3008
 KW3008  STATE/COUNTY-  PA/BERKS
 KW3008  USGS QUAD   -  SINKING SPRING (1987)
 KW3008
 KW3008                         *CURRENT SURVEY CONTROL
 KW3008  ___________________________________________________________________
 KW3008* NAD 83(1992)-  40 18 12.89643(N)    076 04 26.71513(W)     ADJUSTED  
 KW3008* NAVD 88     -       326.     (meters)    1070.     (feet)  SCALED    
 KW3008  ___________________________________________________________________
 KW3008  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 KW3008  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 KW3008
 KW3008  HORZ ORDER  -  SECOND
 KW3008
 KW3008.The horizontal coordinates were established by classical geodetic methods
 KW3008.and adjusted by the National Geodetic Survey in June 2002..
 KW3008
 KW3008.The orthometric height was scaled from a topographic map.
 KW3008
 KW3008.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3008
 KW3008.The geoid height was determined by GEOID03.
 KW3008
 KW3008;                    North         East     Units Scale Factor Converg.
 KW3008;SPC PA S     -   109,083.107   742,462.991   MT  0.99996278   +1 05 14.4
 KW3008;SPC PA S     -   357,883.49  2,435,897.33   sFT  0.99996278   +1 05 14.4
 KW3008;UTM  18      - 4,462,006.218   408,722.635   MT  0.99970256   -0 41 41.3
 KW3008
 KW3008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3008!SPC PA S     -   0.99995436  x   0.99996278  =   0.99991714
 KW3008!UTM  18      -   0.99995436  x   0.99970256  =   0.99965693
 KW3008
 KW3008|---------------------------------------------------------------------|
 KW3008| PID    Reference Object                     Distance      Geod. Az  |
 KW3008|                                                           dddmmss.s |
 KW3008| CB3935 CUSHION RM 2                                       09210     |
 KW3008| KW3011 KNAUERS                             APPROX. 8.3 KM 1345433.8 |
 KW3008| KW3009 CUSHION PEAK LOOKOUT TWR 1942        17.069 METERS 14830     |
 KW3008| CB3934 CUSHION RM 1                         21.470 METERS 20538     |
 KW3008|---------------------------------------------------------------------|
 KW3008
 KW3008                          SUPERSEDED SURVEY CONTROL
 KW3008
 KW3008  NAD 83(1986)-  40 18 12.88817(N)    076 04 26.71879(W) AD(       ) 2
 KW3008  NAD 27      -  40 18 12.55300(N)    076 04 27.92900(W) AD(       ) 2
 KW3008
 KW3008.Superseded values are not recommended for survey control.
 KW3008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3008.See file dsdata.txt to determine how the superseded data were derived.
 KW3008
 KW3008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK0872362006(NAD 83)
 KW3008_MARKER: DS = TRIANGULATION STATION DISK
 KW3008_SETTING: 66 = SET IN ROCK OUTCROP
 KW3008_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 KW3008
 KW3008  HISTORY     - Date     Condition        Report By
 KW3008  HISTORY     - 1942     MONUMENTED       CGS
 KW3008  HISTORY     - 20020301 MARK NOT FOUND   USPSQD
 KW3008
 KW3008                          STATION DESCRIPTION
 KW3008
 KW3008'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW3008'THE STATION IS LOCATED ABOUT 7.0 MILES SE OF WOMELSDORF, AND ABOUT
 KW3008'1.75 MILES S OF WERNERSVILLE, ON THE HIGHEST POINT OF A TIMBERED
 KW3008'HILL, LOCALLY KNOWN AS CUSHION PEAK, AND ON PROPERTY OWNED BY J.B.
 KW3008'CAMERON.  IT IS 56 FEET N OF THE CENTER OF THE OLD LOOKOUT TOWER, 9
 KW3008'FEET N OF A TRIANGULAR-BLAZED 12-INCH OAK TREE, AND 10 FEET E OF A
 KW3008'TRIANGULAR-BLAZED 12-INCH OAK TREE.  THE STATION MARK IS A
 KW3008'STANDARD DISK SET IN A DEPRESSION IN BEDROCK FLUSH WITH THE GROUND
 KW3008'AND STAMPED CUSHION 1942.
 KW3008'
 KW3008'REFERENCE MARK NO. 1 IS A STANDARD DISK, SSW OF THE STATION, SET IN A
 KW3008'DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.  IT IS 36 FEET NW
 KW3008'OF A TRIANGULAR-BLAZED 12-INCH OAK TREE, AND 63 FEET NW OF THE CENTER
 KW3008'OF THE OLD LOOKOUT TOWER.  THE DISK IS STAMPED CUSHION NO. 1,
 KW3008'1942.
 KW3008'
 KW3008'REFERENCE MARK NO. 2 IS A STANDARD DISK, SE OF THE STATION, SET IN A
 KW3008'DRILL HOLE IN A BOULDER ABOUT 4 BY 4 FEET, AND PROJECTS ABOUT 5
 KW3008'FEET, AND ABOUT 10 FEET BELOW THE STATION ELEVATION.  IT IS ABOUT 40
 KW3008'FEET E OF THE CENTER OF THE OLD LOOKOUT TOWER, AND 3.5 FEET S OF A
 KW3008'TRIANGULAR-BLAZED 6-INCH TREE.  THE DISK IS STAMPED CUSHION NO. 2,
 KW3008'1942.
 KW3008'
 KW3008'NO UNDERGROUND OR AZIMUTH MARK WAS SET.
 KW3008'
 KW3008'TO REACH THE STATION FROM THE RAILROAD STATION IN WERNERSVILLE, GO S
 KW3008'ON PENN AVENUE FOR 0.15 MILE TO A T-INTERSECTION, TURN RIGHT AND GO
 KW3008'W FOR 0.15 MILE TO CROSSROADS, TURN LEFT AND GO S ON MACADAM ROAD FOR
 KW3008'0.8 MILE TO A FORKS, BEAR RIGHT AND GO 0.6 MILE TO A PAVED SIDE ROAD
 KW3008'LEFT, TURN LEFT AND GO SE FOR 0.5 MILE TO THE END OF THE PAVEMENT,
 KW3008'CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO THE DRIVEWAY TO THE
 KW3008'HOME OF MR. J. BLACKWOOD CAMERON ON THE LEFT, TURN LEFT INTO THE
 KW3008'DRIVEWAY AND GO 0.1 MILE TO THE HOUSE ON THE RIGHT, CONTINUE STRAIGHT
 KW3008'AHEAD FOR 0.2 MILE TO A FORKS, BEAR LEFT FOR ABOUT 50 FEET TO
 KW3008'ANOTHER FORK AND A SMALL WHITE SIGN TOWER, BEAR RIGHT AND GO 0.3 MILE
 KW3008'UPHILL TO A SHARP RIGHT TURN, TURN SHARP RIGHT AND GO 0.15 MILE
 KW3008'TO THE TOP OF THE HILL TO THE OLD LOOKOUT TOWER AND STATION.
 KW3008'
 KW3008'A 64-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 KW3008
 KW3008                          STATION RECOVERY (2002)
 KW3008
 KW3008'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW3008'LOOKOUT TOWER GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3009 ***********************************************************************
 KW3009  DESIGNATION -  CUSHION PEAK LOOKOUT TWR 1942
 KW3009  PID         -  KW3009
 KW3009  STATE/COUNTY-  PA/BERKS
 KW3009  USGS QUAD   -  SINKING SPRING (1987)
 KW3009
 KW3009                         *CURRENT SURVEY CONTROL
 KW3009  ___________________________________________________________________
 KW3009* NAD 83(1992)-  40 18 12.42462(N)    076 04 26.33738(W)     ADJUSTED  
 KW3009* NAVD 88     -                                                        
 KW3009  ___________________________________________________________________
 KW3009  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 KW3009  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 KW3009
 KW3009  HORZ ORDER  -  THIRD
 KW3009
 KW3009.The horizontal coordinates were established by classical geodetic methods
 KW3009.and adjusted by the National Geodetic Survey in June 2002..
 KW3009
 KW3009
 KW3009.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3009
 KW3009.The geoid height was determined by GEOID03.
 KW3009
 KW3009;                    North         East     Units Scale Factor Converg.
 KW3009;SPC PA S     -   109,068.727   742,472.186   MT  0.99996279   +1 05 14.6
 KW3009;SPC PA S     -   357,836.32  2,435,927.50   sFT  0.99996279   +1 05 14.6
 KW3009;UTM  18      - 4,461,991.563   408,731.376   MT  0.99970254   -0 41 41.1
 KW3009
 KW3009                          SUPERSEDED SURVEY CONTROL
 KW3009
 KW3009  NAD 83(1986)-  40 18 12.41636(N)    076 04 26.34105(W) AD(       ) 4
 KW3009  NAD 27      -  40 18 12.08000(N)    076 04 27.55000(W) AD(       ) 3
 KW3009
 KW3009.Superseded values are not recommended for survey control.
 KW3009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3009.See file dsdata.txt to determine how the superseded data were derived.
 KW3009
 KW3009_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK0873161992(NAD 83)
 KW3009_MARKER: 57 = LOOKOUT TOWER
 KW3009
 KW3009  HISTORY     - Date     Condition        Report By
 KW3009  HISTORY     - 1942     FIRST OBSERVED   CGS
 KW3009  HISTORY     - 20020301 MARK NOT FOUND   USPSQD
 KW3009
 KW3009                          STATION DESCRIPTION
 KW3009
 KW3009'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW3009'THIS INTERSECTION STATION IS THE LOOKOUT TOWER LOCATED ON THE HIGHEST
 KW3009'POINT OF CUSHION PEAK, ABOUT 3.0 MILES S OF WERNERSVILLE.  IT
 KW3009'IS A WOODEN STRUCTURE ABOUT 60 FEET HIGH WITH A LOOKOUT PLATFORM ON
 KW3009'THE TOP.  POINT OBSERVED UPON, THE CENTER OF THE BASE OF THE
 KW3009'STRUCTURE.
 KW3009'
 KW3009'NOTE- LOCATED TO STATION CUSHION BY DIRECTION AND TRAVERSE.
 KW3009
 KW3009                          STATION RECOVERY (2002)
 KW3009
 KW3009'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW3009'LOOKOUT TOWER GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2329 ***********************************************************************
 MA2329  DESIGNATION -  CUSTER
 MA2329  PID         -  MA2329
 MA2329  STATE/COUNTY-  PA/MCKEAN
 MA2329  USGS QUAD   -  BRADFORD (1983)
 MA2329
 MA2329                         *CURRENT SURVEY CONTROL
 MA2329  ___________________________________________________________________
 MA2329* NAD 83(1992)-  41 52 49.57023(N)    078 41 59.79795(W)     ADJUSTED  
 MA2329* NAVD 88     -       685.90   (+/-2cm)    2250.3    (feet)  VERTCON   
 MA2329  ___________________________________________________________________
 MA2329  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 MA2329  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 MA2329
 MA2329  HORZ ORDER  -  SECOND
 MA2329  VERT ORDER  -  THIRD ? (See Below)
 MA2329
 MA2329.The horizontal coordinates were established by classical geodetic methods
 MA2329.and adjusted by the National Geodetic Survey in June 2002..
 MA2329
 MA2329.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2329.The vertical order pertains to the NGVD 29 superseded value.
 MA2329
 MA2329.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2329
 MA2329.The geoid height was determined by GEOID03.
 MA2329
 MA2329;                    North         East     Units Scale Factor Converg.
 MA2329;SPC PA N     -   190,757.296   521,151.680   MT  0.99998945   -0 37 42.3
 MA2329;SPC PA N     -   625,842.90  1,709,811.80   sFT  0.99998945   -0 37 42.3
 MA2329;UTM  17      - 4,639,059.310   690,847.010   MT  1.00004821   +1 32 09.3
 MA2329
 MA2329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2329!SPC PA N     -   0.99989746  x   0.99998945  =   0.99988691
 MA2329!UTM  17      -   0.99989746  x   1.00004821  =   0.99994567
 MA2329
 MA2329|---------------------------------------------------------------------|
 MA2329| PID    Reference Object                     Distance      Geod. Az  |
 MA2329|                                                           dddmmss.s |
 MA2329| CJ9596 CUSTER RM 1                          26.690 METERS 00031     |
 MA2329| MA2321 BRADFORD TV CABLE CO MAST           APPROX. 8.9 KM 0042731.6 |
 MA2329| MA2330 C 8 USGS 1967                        49.136 METERS 11341     |
 MA2329| MA2316 TIMBUCK                             APPROX. 8.8 KM 1890358.6 |
 MA2329| CJ9597 CUSTER RM 2                          24.922 METERS 28329     |
 MA2329|---------------------------------------------------------------------|
 MA2329
 MA2329                          SUPERSEDED SURVEY CONTROL
 MA2329
 MA2329  NAD 83(1996)-  41 52 49.57037(N)    078 41 59.79782(W) AD(       ) 2
 MA2329  NAD 83(1986)-  41 52 49.57220(N)    078 41 59.79602(W) AD(       ) 2
 MA2329  NAD 27      -  41 52 49.34710(N)    078 42 00.69137(W) AD(       ) 2
 MA2329  NGVD 29 (07/19/86)  686.02   (m)         2250.7    (f) LEVELING    3  
 MA2329
 MA2329.Superseded values are not recommended for survey control.
 MA2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2329.See file dsdata.txt to determine how the superseded data were derived.
 MA2329
 MA2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG9084739059(NAD 83)
 MA2329_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2329_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MA2329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA2329+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2006
 MA2329
 MA2329  HISTORY     - Date     Condition        Report By
 MA2329  HISTORY     - 1967     MONUMENTED       CGS
 MA2329  HISTORY     - 19990913 GOOD             USPSQD
 MA2329  HISTORY     - 20040309 GOOD             USPSQD
 MA2329  HISTORY     - 20060327 GOOD             USPSQD
 MA2329
 MA2329                          STATION DESCRIPTION
 MA2329
 MA2329'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 MA2329'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHWEST OF THE BRADFORD
 MA2329'REGIONAL AIRPORT, 7 MILES SOUTHWEST OF BRADFORD, 3-3/4 MILES
 MA2329'NORTHEAST OF MARSHBURG, 3 MILES SOUTHWEST OF CUSTER CITY, 2-1/4 MILES
 MA2329'WEST-NORTHWEST OF LEWIS RUN AND ON PROPERTY OF MR. GUY HILLARD.
 MA2329'
 MA2329'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 219 AND STATE
 MA2329'HIGHWAY 770 IN CUSTER CITY, GO SOUTHWEST ON STATE HIGHWAY 770 FOR
 MA2329'3.35 MILES TO A TRACK ROAD RIGHT AT SIGN WHICH READS HILLARDS
 MA2329'HACIENDA AND THE STATION.
 MA2329'
 MA2329'THE STATION MARK IS A STANDARD DISK STAMPED CUSTER 1967, SET IN THE
 MA2329'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 15 INCHES
 MA2329'BELOW THE GROUND SURFACE.  IT IS 78 FEET NORTH-NORTHWEST OF THE
 MA2329'CENTER OF THE INTERSECTION OF STATE HIGHWAY 770 AND THE TRACK ROAD,
 MA2329'71 FEET SOUTH OF POWER LINE POLE NO. 46 (THIS IS THE NORTHWEST 1 OF 2
 MA2329'POWER LINE POLES WHICH ARE NUMBERED THE SAME), 23 FEET EAST-NORTHEAST
 MA2329'OF TELEPHONE POLE NO. 163, 31 FEET NORTHEAST OF THE CENTER OF THE
 MA2329'TRACK ROAD AND 6 FEET WEST-SOUTHWEST OF A METAL WITNESS POST.
 MA2329'
 MA2329'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CUSTER NO 1 1967,
 MA2329'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE
 MA2329'GROUND.  IT IS 22 FEET NORTHEAST OF POWER LINE POLE NO. 46 (NORTHWEST
 MA2329'ONE), AND 3 FEET EAST OF A METAL WITNESS POST.
 MA2329'
 MA2329'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CUSTER NO 2 1967, SET IN
 MA2329'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 MA2329'GROUND.  IT IS 68 FEET NORTHWEST OF TELEPHONE POLE NO. 163, 12 FEET
 MA2329'NORTHEAST OF THE CENTER OF THE TRACK ROAD AND 2 FEET SOUTH OF A
 MA2329'METAL WITNESS POST.
 MA2329'
 MA2329'C 8 (USGS) IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED C 8
 MA2329'1924 ELEV. 2252 FT., CEMENTED IN A DRILL HOLE IN OUTCROPPING
 MA2329'BEDROCK FLUSH WITH THE GROUND.  IT IS 74 FEET SOUTHEAST OF THE CENTER
 MA2329'OF STATE HIGHWAY 770, 59 FEET EAST- SOUTHEAST OF TELEPHONE POLE
 MA2329'NO. 161 OVER 118 AND 12 FEET SOUTH OF POWER LINE POLE NO. 46 (THE
 MA2329'SOUTHEAST 1 OF 2 POWER LINE POLES WHICH ARE NUMBERED THE SAME).
 MA2329'
 MA2329'HEIGHT OF LIGHT ABOVE STATION MARK 37.3 METERS.
 MA2329
 MA2329                          STATION RECOVERY (1999)
 MA2329
 MA2329'RECOVERY NOTE BY US POWER SQUADRON 1999
 MA2329'RECOVERED IN GOOD CONDITION.
 MA2329
 MA2329                          STATION RECOVERY (2004)
 MA2329
 MA2329'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA2329'MARK, RM 1 AND RM 2 FOUND GOOD.
 MA2329
 MA2329                          STATION RECOVERY (2006)
 MA2329
 MA2329'RECOVERY NOTE BY US POWER SQUADRON 2006 (SG)
 MA2329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1665 ***********************************************************************
 LY1665  DESIGNATION -  CUT
 LY1665  PID         -  LY1665
 LY1665  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1665  USGS QUAD   -  LENOXVILLE (1980)
 LY1665
 LY1665                         *CURRENT SURVEY CONTROL
 LY1665  ___________________________________________________________________
 LY1665* NAD 83(1992)-  41 44 36.62201(N)    075 40 37.65684(W)     ADJUSTED  
 LY1665* NAVD 88     -       311.318  (meters)    1021.38   (feet)  ADJUSTED  
 LY1665  ___________________________________________________________________
 LY1665  LAPLACE CORR-           5.24  (seconds)                    DEFLEC99
 LY1665  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 LY1665  DYNAMIC HT  -         311.201 (meters)    1021.00  (feet)  COMP
 LY1665  MODELED GRAV-     980,238.1   (mgal)                       NAVD 88
 LY1665
 LY1665  HORZ ORDER  -  SECOND
 LY1665  VERT ORDER  -  SECOND    CLASS 0
 LY1665
 LY1665.The horizontal coordinates were established by classical geodetic methods
 LY1665.and adjusted by the National Geodetic Survey in June 2002..
 LY1665
 LY1665.The orthometric height was determined by differential leveling
 LY1665.and adjusted by the National Geodetic Survey in June 1991..
 LY1665
 LY1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY1665
 LY1665.The geoid height was determined by GEOID03.
 LY1665
 LY1665.The dynamic height is computed by dividing the NAVD 88
 LY1665.geopotential number by the normal gravity value computed on the
 LY1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1665.degrees latitude (g = 980.6199 gals.).
 LY1665
 LY1665.The modeled gravity was interpolated from observed gravity values.
 LY1665
 LY1665;                    North         East     Units Scale Factor Converg.
 LY1665;SPC PA N     -   177,179.641   772,405.947   MT  0.99997300   +1 22 16.6
 LY1665;SPC PA N     -   581,296.87  2,534,135.18   sFT  0.99997300   +1 22 16.6
 LY1665;UTM  18      - 4,621,520.154   443,697.174   MT  0.99963901   -0 27 03.0
 LY1665
 LY1665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY1665!SPC PA N     -   0.99995603  x   0.99997300  =   0.99992904
 LY1665!UTM  18      -   0.99995603  x   0.99963901  =   0.99959506
 LY1665
 LY1665|---------------------------------------------------------------------|
 LY1665| PID    Reference Object                     Distance      Geod. Az  |
 LY1665|                                                           dddmmss.s |
 LY1665| CB3936 CUT RM 1                             14.228 METERS 09254     |
 LY1665| LY2796 LENOX                               APPROX. 4.4 KM 1784016.4 |
 LY1665| LY1664 CUT RM 2                              9.754 METERS 31858     |
 LY1665|---------------------------------------------------------------------|
 LY1665
 LY1665                          SUPERSEDED SURVEY CONTROL
 LY1665
 LY1665  NAD 83(1996)-  41 44 36.62159(N)    075 40 37.65685(W) AD(       ) 2
 LY1665  NAD 83(1996)-  41 44 36.62160(N)    075 40 37.65686(W) AD(       ) 2
 LY1665  NAD 83(1986)-  41 44 36.62299(N)    075 40 37.65766(W) AD(       ) 2
 LY1665  NAD 27      -  41 44 36.34160(N)    075 40 38.98840(W) AD(       ) 2
 LY1665  NGVD 29 (??/??/92)  311.506  (m)         1022.00   (f) ADJ UNCH    2 0
 LY1665
 LY1665.Superseded values are not recommended for survey control.
 LY1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1665.See file dsdata.txt to determine how the superseded data were derived.
 LY1665
 LY1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM4369721520(NAD 83)
 LY1665_MARKER: DS = TRIANGULATION STATION DISK
 LY1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1665_STAMPING: CUT 1959
 LY1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1665+STABILITY: SURFACE MOTION
 LY1665
 LY1665  HISTORY     - Date     Condition        Report By
 LY1665  HISTORY     - 1959     MONUMENTED       CGS
 LY1665  HISTORY     - 1961     GOOD             NGS
 LY1665  HISTORY     - 1974     SEE DESCRIPTION  NGS
 LY1665
 LY1665                          STATION DESCRIPTION
 LY1665
 LY1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY1665'STATION IS LOCATED ON THE WEST SLOPE OF A LOW HILL, AT THE WEST EDGE
 LY1665'OF THE TIMBER LINE AND OVERLOOKS THE NEW SCRANTON TO NEW YORK,
 LY1665'NORTH, FREE-WAY HIGHWAY, ABOUT 3 MILES SOUTH-SOUTHEAST OF HARFORD, 2
 LY1665'MILES NORTH OF LENOX AND IS ON PENNSYLVANIA STATE HIGHWAY
 LY1665'RIGHT-OF-WAY.
 LY1665'
 LY1665'STATION IS REACHED FROM THE POST OFFICE IN THE SMALL VILLAGE OF
 LY1665'HARFORD.  GO SOUTH ON STATE HIGHWAY 547 FOR 0.15 MILE TO THE JUNCTION
 LY1665'WITH STATE ROUTE 57029, KEEP LEFT AND CONTINUE SOUTH ON ROUTE 57029
 LY1665'FOR 2.5 MILES TO A FRAME HOUSE WHICH HAS A STONE FRONT ON THE
 LY1665'RIGHT, CONTINUE SOUTH ON THE ROUTE FOR 0.96 MILES TO A ROAD LEFT.
 LY1665'TURN LEFT AND GO EAST FOR 0.15 MILE TO A CONCRETE BRIDGE, CROSS
 LY1665'THE BRIDGE AND CONTINUE FOR ABOUT 0.05 MILE TO THE EAST SIDE OF THE
 LY1665'NEW HIGHWAY OVERHEAD BRIDGE.  TURN LEFT AND GO NORTH ON THE NEW
 LY1665'HIGHWAY FOR 1.05 MILES TO THE STATION ON THE RIGHT, EAST SIDE OF THE
 LY1665'HIGHWAY.
 LY1665'
 LY1665'STATION MARK IS A STANDARD DISK, STAMPED CUT 1959, SET IN THE TOP OF
 LY1665'A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.
 LY1665'IT IS ABOUT 150 FEET EAST OF THE CENTER OF THE NEW HIGHWAY AND ABOUT
 LY1665'40 FEET WEST OF A NORTH-SOUTH FENCELINE.
 LY1665'
 LY1665'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CUT NO 1 1959, CEMENTED
 LY1665'IN A DRILL HOLE, IN THE TOP OF A 2 X 2 FOOT OUTCROPPING ROCK
 LY1665'WHICH IS FLUSH WITH GROUND SURFACE.  IT IS ABOUT 196 FEET EAST OF THE
 LY1665'CENTER OF THE NEW HIGHWAY AND ABOUT 6 FEET EAST OF THE
 LY1665'NORTH-SOUTH FENCELINE.
 LY1665'
 LY1665'REFERENCE MARK 2 IS STAMPED CUT NO 2 1959, CEMENTED IN A DRILL HOLE,
 LY1665'IN THE TOP OF A 3 X 4 FOOT OUTCROPPING ROCK WHICH IS FLUSH WITH THE
 LY1665'GROUND SURFACE.  IT IS ABOUT 138 FEET EAST OF THE NEW HIGHWAY AND
 LY1665'ABOUT 50 FEET WEST OF THE NORTH- SOUTH FENCELINE.
 LY1665'
 LY1665'A STANDARD METAL WITNESS POST AND MARKER WAS SET 4.4 FEET SOUTH OF
 LY1665'THE STATION MARK.
 LY1665'
 LY1665'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LY1665
 LY1665                          STATION RECOVERY (1961)
 LY1665
 LY1665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LY1665'3.1 MI S FROM HARFORD.
 LY1665'ABOUT 3.1 MILE SOUTH ALONG INTERSTATE HWY 81 FROM WHERE STATE
 LY1665'HWY 547 CORSSES OVER INTERSTATE 81 NORTH EAST OF HARFORD,
 LY1665'STATION IS ABOUT 150 FEET EAST OF THE CENTER OF THE INTERSTATE
 LY1665'HWY, ABOUT 40 FEET WEST OF A NORTH-SOUTH FENCE LINE, STANDARD
 LY1665'TRIANGULATION DISK SET IN TOP OF CONCRETE POST FLUSH WITH THE
 LY1665'GROUND, STAMPED CUT 1959 ABOUT 46 1/2 FEET WEST OF RM 1, 32
 LY1665'FEET SOUTH EAST OF RM 2, ABOUT 4 1/2 FEET NORTH OF STANDARD
 LY1665'METAL WITNESS POST.
 LY1665
 LY1665                          STATION RECOVERY (1974)
 LY1665
 LY1665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LY1665'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 LY1665'AS DESCRIBED IN THE 1959 DESCRIPTION.
 LY1665'
 LY1665'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 2 MILES NORTH OF
 LY1665'LENOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2228 ***********************************************************************
 MA2228  DESIGNATION -  CUT
 MA2228  PID         -  MA2228
 MA2228  STATE/COUNTY-  PA/CAMERON
 MA2228  USGS QUAD   -  WEST CREEK (1981)
 MA2228
 MA2228                         *CURRENT SURVEY CONTROL
 MA2228  ___________________________________________________________________
 MA2228* NAD 83(1992)-  41 27 40.24602(N)    078 22 03.97142(W)     ADJUSTED  
 MA2228* NAVD 88     -       667.8    (meters)    2191.     (feet)  VERTCON   
 MA2228  ___________________________________________________________________
 MA2228  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 MA2228  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 MA2228
 MA2228  HORZ ORDER  -  SECOND
 MA2228
 MA2228.The horizontal coordinates were established by classical geodetic methods
 MA2228.and adjusted by the National Geodetic Survey in June 2002..
 MA2228
 MA2228.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2228
 MA2228.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2228
 MA2228.The geoid height was determined by GEOID03.
 MA2228
 MA2228;                    North         East     Units Scale Factor Converg.
 MA2228;SPC PA N     -   143,944.853   548,390.444   MT  0.99995713   -0 24 31.2
 MA2228;SPC PA N     -   472,259.07  1,799,177.65   sFT  0.99995713   -0 24 31.2
 MA2228;UTM  17      - 4,593,299.144   719,834.038   MT  1.00019477   +1 44 36.7
 MA2228
 MA2228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2228!SPC PA N     -   0.99990025  x   0.99995713  =   0.99985738
 MA2228!UTM  17      -   0.99990025  x   1.00019477  =   1.00009500
 MA2228
 MA2228|---------------------------------------------------------------------|
 MA2228| PID    Reference Object                     Distance      Geod. Az  |
 MA2228|                                                           dddmmss.s |
 MA2228| CJ9599 CUT RM 1                             16.596 METERS 13257     |
 MA2228| CJ9600 CUT RM 2                              9.381 METERS 19857     |
 MA2228| CJ9598 CUT AZ MK                                          2642503.6 |
 MA2228|---------------------------------------------------------------------|
 MA2228
 MA2228                          SUPERSEDED SURVEY CONTROL
 MA2228
 MA2228  NAD 83(1986)-  41 27 40.24655(N)    078 22 03.97454(W) AD(       ) 2
 MA2228  NAD 27      -  41 27 40.02290(N)    078 22 04.92341(W) AD(       ) 2
 MA2228  NGVD 29 (07/19/86)  668.0    (m)         2192.     (f) VERT ANG       
 MA2228
 MA2228.Superseded values are not recommended for survey control.
 MA2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2228.See file dsdata.txt to determine how the superseded data were derived.
 MA2228
 MA2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF1983493299(NAD 83)
 MA2228_MARKER: Z = SEE DESCRIPTION
 MA2228_SETTING: 0 = UNSPECIFIED SETTING
 MA2228
 MA2228  HISTORY     - Date     Condition        Report By
 MA2228  HISTORY     - 1968     MONUMENTED       CGS
 MA2228
 MA2228                          STATION DESCRIPTION
 MA2228
 MA2228'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA2228'THE STATION IS LOCATED ABOUT 10 MILES EAST-NORTHEAST OF ST. MARYS, 7
 MA2228'1/2 MILES WEST-SOUTHWEST OF EMPORUIM, 1 MILE SOUTH OF THE SMALL
 MA2228'COMMUNITY OF TRUMAN AND ON STATE GAME LAND.
 MA2228'
 MA2228'TO REACH THE STATION FROM THE POST OFFICE IN EMPORIUM GO WEST ON U.S.
 MA2228'HIGHWAY 120 FOR 5.0 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT
 MA2228'CROSSING RAILROAD TRACKS AND A STEEL BRIDGE, AND GO SOUTHWEST ON THE
 MA2228'GRAVELED ROAD FOR 0.95 MILE TO A FORK, TAKE THE RIGHT FORK AND
 MA2228'CONTINUE SOUTHWEST ON THE GRAVELED ROAD FOR 1.05 MILES TO A SIDE ROAD
 MA2228'ON THE RIGHT, TURN RIGHT AND GO NORTHWEST ON THE GRAVELED ROAD FOR
 MA2228'100 FEET TO A LOCKED GATE, PASS THROUGH THE GATE AND CONTINUE
 MA2228'NORTHWEST ON THE GRAVELED ROAD FOR 0.4 MILE TO A FORK AND A HUNTING
 MA2228'LODGE ON THE LEFT, TAKE THE RIGHT FORK AND GO NORTHWEST ON THE
 MA2228'GRAVELED ROAD FOR 0.25 MILE TO A LOCKED GATE, PASS THROUGH THE GATE
 MA2228'AND CONTINUE NORTHWEST ON THE GRAVELED ROAD FOR 0.15 TO A FORK,
 MA2228'TAKE THE RIGHT FORK AND GO NORTH THEN WEST FOR 0.75 MILE TO A
 MA2228'TRIANGULAR BLAZED TREE ON THE RIGHT JUST BEFORE STARTING DOWN HILL
 MA2228'AND THE END OF TRUCK TRAVEL.  PACK SOUTH-SOUTHWEST FOR 200 YARDS TO A
 MA2228'POWER LINE RIGHT-OF-WAY AND THE STATION.
 MA2228'
 MA2228'THE STATION IS 31.7 FEET NORTHEAST OF A POWER LINE POLE, 17 FEET
 MA2228'NORTH OF THE APPROXIMATE CENTER OF A TRACK ROAD AND 3.5 FEET NORTH OF
 MA2228'A METAL WITNESS POST.  IT IS A STANDARD DISK BRAZED TO THE TOP OF 3
 MA2228'INCH GALVANIZED PIPE PROJECTING 4 INCHES AND IS STAMPED CUT
 MA2228'1968.
 MA2228'
 MA2228'REFERENCE MARK NO. 1 IS 53.5 FEET EAST OF THE POWER LINE POLE, 51.8
 MA2228'FEET SOUTHEAST OF THE METAL WITNESS POST AND 17 FEET SOUTH OF THE
 MA2228'APPROXIMATE CENTER OF THE TRACK ROAD.  IT IS A STANDARD DISK BRAZED
 MA2228'TO THE TOP OF 3 INCH GALVANIZED PIPE PROJECTING 8 INCHES AND IS
 MA2228'STAMPED CUT NO 1 1968.
 MA2228'
 MA2228'REFERENCE MARK NO. 2 IS 28.1 FEET SOUTH-SOUTHWEST OF THE METAL
 MA2228'WITNESS POST, 9 FEET SOUTH OF THE APPROXIMATE CENTER OF THE TRACK
 MA2228'ROAD AND 3 FEET EAST OF THE POWER LINE POLE.  IT IS A STANDARD DISK
 MA2228'BRAZED TO THE TOP OF A 3 INCH GALVANIZED PIPE PROJECTING 7 INCHES
 MA2228'AND IS STAMPED CUT NO 2 1968.
 MA2228'
 MA2228'THE AZIMUTH MARK IS 60 FEET NORTH OF THE APPROXIMATE CENTER OF A
 MA2228'BLADED ROAD, 57 FEET NORTHEAST OF A POWER LINE POLE AND 6.6 FEET
 MA2228'NORTHWEST OF A METAL WITNESS POST.  IT IS A STANDARD DISK CEMENTED IN
 MA2228'A DRILL HOLE IN THE TOP OF A 25 BY 15 FOOT BOULDER PROJECTING 7
 MA2228'FEET AND IS STAMPED CUT 1968.
 MA2228'
 MA2228'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ALONG THE POWER
 MA2228'LINE FOR 0.7 MILE TO THE MARK ON THE RIGHT.
 MA2228'
 MA2228'HEIGHT OF LIGHT ABOVE STATION MARK 1.30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1664 ***********************************************************************
 LY1664  DESIGNATION -  CUT RM 2
 LY1664  PID         -  LY1664
 LY1664  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1664  USGS QUAD   -  LENOXVILLE (1980)
 LY1664
 LY1664                         *CURRENT SURVEY CONTROL
 LY1664  ___________________________________________________________________
 LY1664* NAD 83(1986)-  41 44 36.     (N)    075 40 37.     (W)     SCALED    
 LY1664* NAVD 88     -       308.920  (meters)    1013.51   (feet)  ADJUSTED  
 LY1664  ___________________________________________________________________
 LY1664  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 LY1664  DYNAMIC HT  -         308.804 (meters)    1013.13  (feet)  COMP
 LY1664  MODELED GRAV-     980,238.1   (mgal)                       NAVD 88
 LY1664
 LY1664  VERT ORDER  -  SECOND    CLASS 0
 LY1664
 LY1664.The horizontal coordinates were scaled from a topographic map and have
 LY1664.an estimated accuracy of +/- 6 seconds.
 LY1664
 LY1664.The orthometric height was determined by differential leveling
 LY1664.and adjusted by the National Geodetic Survey in June 1991..
 LY1664
 LY1664.The geoid height was determined by GEOID03.
 LY1664
 LY1664.The dynamic height is computed by dividing the NAVD 88
 LY1664.geopotential number by the normal gravity value computed on the
 LY1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1664.degrees latitude (g = 980.6199 gals.).
 LY1664
 LY1664.The modeled gravity was interpolated from observed gravity values.
 LY1664
 LY1664;                    North         East    Units  Estimated Accuracy
 LY1664;SPC PA N     -   177,160.      772,420.      MT  (+/- 180 meters Scaled)
 LY1664
 LY1664                          SUPERSEDED SURVEY CONTROL
 LY1664
 LY1664  NGVD 29 (??/??/92)  309.108  (m)         1014.13   (f) ADJ UNCH    2 0
 LY1664
 LY1664.Superseded values are not recommended for survey control.
 LY1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1664.See file dsdata.txt to determine how the superseded data were derived.
 LY1664
 LY1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM437215(NAD 83)
 LY1664_MARKER: DR = REFERENCE MARK DISK
 LY1664_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LY1664_SP_SET: UNSPECIFIED ROCK
 LY1664_STAMPING: CUT NO 2 1959
 LY1664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1664
 LY1664  HISTORY     - Date     Condition        Report By
 LY1664  HISTORY     - 1959     MONUMENTED       CGS
 LY1664  HISTORY     - 1961     GOOD             NGS
 LY1664
 LY1664                          STATION DESCRIPTION
 LY1664
 LY1664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LY1664'3.1 MI S FROM HARFORD.
 LY1664'ABOUT 3.1 MILE SOUTH ALONG INTERSTATE HWY 81 FROM WHERE STATE
 LY1664'HWY 547 CROSSES OVER INTERSTATE 81 NORTH EAST OF HARFORD, ABOUT
 LY1664'138 FEET EAST OF THE CENTERLINE OF INTERSTATE HWY, DRILLED IN
 LY1664'HORIZONTAL IN TOP OF A 3 FT X 4 FT ROCK FLUSH WITH THE GROUND,
 LY1664'50 FEET WEST OF NORTH-SOUTH FENCE LINE, 32 FEET NORTH WEST OF
 LY1664'STATION, STANDARD REFERENCE MARK DISK DRILLED IN HORIZONTAL,
 LY1664'STAMPED CUT NO. 2 1959
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2482 ***********************************************************************
 KX2482  DESIGNATION -  CV 1=MR 56 LA
 KX2482  PID         -  KX2482
 KX2482  STATE/COUNTY-  PA/WASHINGTON
 KX2482  USGS QUAD   -  CALIFORNIA (1979)
 KX2482
 KX2482                         *CURRENT SURVEY CONTROL
 KX2482  ___________________________________________________________________
 KX2482* NAD 83(1986)-  40 01 22.     (N)    079 53 43.     (W)     SCALED    
 KX2482* NAVD 88     -       236.388  (meters)     775.55   (feet)  ADJUSTED  
 KX2482  ___________________________________________________________________
 KX2482  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KX2482  DYNAMIC HT  -         236.259 (meters)     775.13  (feet)  COMP
 KX2482  MODELED GRAV-     980,073.3   (mgal)                       NAVD 88
 KX2482
 KX2482  VERT ORDER  -  SECOND    CLASS I
 KX2482
 KX2482.The horizontal coordinates were scaled from a topographic map and have
 KX2482.an estimated accuracy of +/- 6 seconds.
 KX2482
 KX2482.The orthometric height was determined by differential leveling
 KX2482.and adjusted by the National Geodetic Survey in September 1994..
 KX2482
 KX2482.The geoid height was determined by GEOID03.
 KX2482
 KX2482.The dynamic height is computed by dividing the NAVD 88
 KX2482.geopotential number by the normal gravity value computed on the
 KX2482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX2482.degrees latitude (g = 980.6199 gals.).
 KX2482
 KX2482.The modeled gravity was interpolated from observed gravity values.
 KX2482
 KX2482;                    North         East    Units  Estimated Accuracy
 KX2482;SPC PA S     -    78,780.      416,890.      MT  (+/- 180 meters Scaled)
 KX2482
 KX2482                          SUPERSEDED SURVEY CONTROL
 KX2482
 KX2482.No superseded survey control is available for this station.
 KX2482
 KX2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE942308(NAD 83)
 KX2482_MARKER: DD = SURVEY DISK
 KX2482_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KX2482_SP_SET: RAILROAD BRIDGE ABUTMENT
 KX2482_STAMPING: CV-1 1979
 KX2482_MARK LOGO: USE   
 KX2482_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX2482
 KX2482  HISTORY     - Date     Condition        Report By
 KX2482  HISTORY     - 1979     MONUMENTED       USE
 KX2482  HISTORY     - 19890925 GOOD             HARTMN
 KX2482
 KX2482                          STATION DESCRIPTION
 KX2482
 KX2482'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 KX2482'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 56.5, IN THE BOROUGH
 KX2482'OF WEST BROWNSVILLE, ABOUT 0.25 MI (0.40 KM) WEST ALONG THE
 KX2482'PENNSYLVANIA RAILROAD FROM THE NORTH END OF THE BROWNSVILLE BRIDGE, A
 KX2482'STANDARD USCGS BRASS DISK ON THE TOP OF THE SOUTH END OF THE EAST
 KX2482'ABUTMENT OF RAILROAD BRIDGE NUMBER 53/3315.7 FT RIVERWARD OF THE
 KX2482'RIVER RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2483 ***********************************************************************
 KX2483  DESIGNATION -  CV 2=MR 58 LA
 KX2483  PID         -  KX2483
 KX2483  STATE/COUNTY-  PA/WASHINGTON
 KX2483  USGS QUAD   -  CALIFORNIA (1979)
 KX2483
 KX2483                         *CURRENT SURVEY CONTROL
 KX2483  ___________________________________________________________________
 KX2483* NAD 83(1986)-  40 01 01.     (N)    079 55 36.     (W)     SCALED    
 KX2483* NAVD 88     -       238.120  (meters)     781.23   (feet)  ADJUSTED  
 KX2483  ___________________________________________________________________
 KX2483  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 KX2483  DYNAMIC HT  -         237.987 (meters)     780.80  (feet)  COMP
 KX2483  MODELED GRAV-     980,063.8   (mgal)                       NAVD 88
 KX2483
 KX2483  VERT ORDER  -  SECOND    CLASS I
 KX2483
 KX2483.The horizontal coordinates were scaled from a topographic map and have
 KX2483.an estimated accuracy of +/- 6 seconds.
 KX2483
 KX2483.The orthometric height was determined by differential leveling
 KX2483.and adjusted by the National Geodetic Survey in September 1994..
 KX2483
 KX2483.The geoid height was determined by GEOID03.
 KX2483
 KX2483.The dynamic height is computed by dividing the NAVD 88
 KX2483.geopotential number by the normal gravity value computed on the
 KX2483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX2483.degrees latitude (g = 980.6199 gals.).
 KX2483
 KX2483.The modeled gravity was interpolated from observed gravity values.
 KX2483
 KX2483;                    North         East    Units  Estimated Accuracy
 KX2483;SPC PA S     -    78,190.      414,190.      MT  (+/- 180 meters Scaled)
 KX2483
 KX2483                          SUPERSEDED SURVEY CONTROL
 KX2483
 KX2483.No superseded survey control is available for this station.
 KX2483
 KX2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE915301(NAD 83)
 KX2483_MARKER: DD = SURVEY DISK
 KX2483_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KX2483_SP_SET: RAILROAD OVERPASS
 KX2483_STAMPING: CV-2 1979
 KX2483_MARK LOGO: USE   
 KX2483_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX2483
 KX2483  HISTORY     - Date     Condition        Report By
 KX2483  HISTORY     - 1979     MONUMENTED       USE
 KX2483  HISTORY     - 19890925 GOOD             HARTMN
 KX2483
 KX2483                          STATION DESCRIPTION
 KX2483
 KX2483'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 KX2483'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 58.2, IN CENTERVILLE
 KX2483'BOROUGH, ABOUT 2.1 MI (3.4 KM) SOUTHWEST ALONG THE PENNSYLVANIA
 KX2483'RAILROAD FROM THE NORTH END OF THE BROWNSVILLE BRIDGE TO OVERPASS
 KX2483'NUMBER 55/93 OVER TWO MILE RUN, A STANDARD USE BRASS DISK IN THE TOP
 KX2483'OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEADWALL OF THE
 KX2483'OVERPASS, 10 FT (3.0 MT) NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT
 KX2483'2.5 FT (0.8 MT) BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2485 ***********************************************************************
 KX2485  DESIGNATION -  CV 4=MR 59 LA
 KX2485  PID         -  KX2485
 KX2485  STATE/COUNTY-  PA/WASHINGTON
 KX2485  USGS QUAD   -  CALIFORNIA (1979)
 KX2485
 KX2485                         *CURRENT SURVEY CONTROL
 KX2485  ___________________________________________________________________
 KX2485* NAD 83(1986)-  40 00 17.     (N)    079 56 09.     (W)     SCALED    
 KX2485* NAVD 88     -       237.948  (meters)     780.67   (feet)  ADJUSTED  
 KX2485  ___________________________________________________________________
 KX2485  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 KX2485  DYNAMIC HT  -         237.815 (meters)     780.23  (feet)  COMP
 KX2485  MODELED GRAV-     980,062.2   (mgal)                       NAVD 88
 KX2485
 KX2485  VERT ORDER  -  SECOND    CLASS I
 KX2485
 KX2485.The horizontal coordinates were scaled from a topographic map and have
 KX2485.an estimated accuracy of +/- 6 seconds.
 KX2485
 KX2485.The orthometric height was determined by differential leveling
 KX2485.and adjusted by the National Geodetic Survey in September 1994..
 KX2485
 KX2485.The geoid height was determined by GEOID03.
 KX2485
 KX2485.The dynamic height is computed by dividing the NAVD 88
 KX2485.geopotential number by the normal gravity value computed on the
 KX2485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX2485.degrees latitude (g = 980.6199 gals.).
 KX2485
 KX2485.The modeled gravity was interpolated from observed gravity values.
 KX2485
 KX2485;                    North         East    Units  Estimated Accuracy
 KX2485;SPC PA S     -    76,860.      413,380.      MT  (+/- 180 meters Scaled)
 KX2485
 KX2485                          SUPERSEDED SURVEY CONTROL
 KX2485
 KX2485.No superseded survey control is available for this station.
 KX2485
 KX2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE908288(NAD 83)
 KX2485_MARKER: DD = SURVEY DISK
 KX2485_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KX2485_SP_SET: RAILROAD BRIDGE ABUTMENT
 KX2485_STAMPING: CV-4 1979
 KX2485_MARK LOGO: USE   
 KX2485_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX2485
 KX2485  HISTORY     - Date     Condition        Report By
 KX2485  HISTORY     - 1979     MONUMENTED       USE
 KX2485  HISTORY     - 19890926 GOOD             HARTMN
 KX2485
 KX2485                          STATION DESCRIPTION
 KX2485
 KX2485'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 KX2485'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 59.1, IN CENTERVILLE
 KX2485'BOROUGH, AT THE NORTH END OF THE VILLAGE OF VESTA NO. 6, ABOUT 3.1 MI
 KX2485'(5.0 KM) SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE NORTH END
 KX2485'OF THE BROWNSVILLE BRIDGE TO OVERPASS NUMBER 56/08 AT DENBO ROAD, A
 KX2485'STANDARD USE BRASS DISK IN THE TOP OF THE WEST END OF THE NORTH
 KX2485'ABUTMENT, 2.5 FT (0.8 MT) WEST OF THE WEST RAIL, AND ABOUT 1.0 FT
 KX2485'(0.3 MT) BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA5393 ***********************************************************************
 AA5393  SACS        -  This is a Secondary Airport Control Station.
 AA5393  DESIGNATION -  CXY AP 1962 STA A
 AA5393  PID         -  AA5393
 AA5393  STATE/COUNTY-  PA/YORK
 AA5393  USGS QUAD   -  STEELTON (1987)
 AA5393
 AA5393                         *CURRENT SURVEY CONTROL
 AA5393  ___________________________________________________________________
 AA5393* NAD 83(1992)-  40 13 10.77953(N)    076 50 29.19784(W)     ADJUSTED  
 AA5393* NAVD 88     -       105.13   (meters)     344.9    (feet)  LEVELING  
 AA5393  ___________________________________________________________________
 AA5393  X           -   1,110,243.356 (meters)                     COMP
 AA5393  Y           -  -4,748,995.398 (meters)                     COMP
 AA5393  Z           -   4,096,685.377 (meters)                     COMP
 AA5393  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 AA5393  ELLIP HEIGHT-          70.84  (meters)          (08/09/01) GPS OBS
 AA5393  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 AA5393
 AA5393  HORZ ORDER  -  FIRST
 AA5393  VERT ORDER  -  THIRD ?
 AA5393  ELLP ORDER  -  FOURTH    CLASS II
 AA5393
 AA5393.This mark is at Capital City Airport (CXY)
 AA5393
 AA5393.The horizontal coordinates were established by GPS observations
 AA5393.and adjusted by the National Geodetic Survey in May 1995..
 AA5393
 AA5393.The orthometric height was determined by differential leveling.
 AA5393.The vertical network tie was performed by a horz. field party for horz.
 AA5393.obs reductions. Reset procedures were used to establish the elevation.
 AA5393
 AA5393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5393
 AA5393.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5393
 AA5393.The ellipsoidal height was determined by GPS observations
 AA5393.and is referenced to NAD 83.
 AA5393
 AA5393.The geoid height was determined by GEOID03.
 AA5393
 AA5393;                    North         East     Units Scale Factor Converg.
 AA5393;SPC PA S     -    98,810.813   677,332.067   MT  0.99996759   +0 35 22.1
 AA5393;SPC PA S     -   324,181.81  2,222,213.62   sFT  0.99996759   +0 35 22.1
 AA5393;UTM  18      - 4,453,764.044   343,315.192   MT  0.99990222   -1 11 21.5
 AA5393
 AA5393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5393!SPC PA S     -   0.99998889  x   0.99996759  =   0.99995648
 AA5393!UTM  18      -   0.99998889  x   0.99990222  =   0.99989111
 AA5393
 AA5393:                Primary Azimuth Mark                     Grid Az
 AA5393:SPC PA S     -  CXY ARP 1952                             245 47 45.3
 AA5393:UTM  18      -  CXY ARP 1952                             247 34 28.9
 AA5393
 AA5393|---------------------------------------------------------------------|
 AA5393| PID    Reference Object                     Distance      Geod. Az  |
 AA5393|                                                           dddmmss.s |
 AA5393| AA5392 CXY ARP 1952                        APPROX. 0.9 KM 2462307.4 |
 AA5393|---------------------------------------------------------------------|
 AA5393
 AA5393                          SUPERSEDED SURVEY CONTROL
 AA5393
 AA5393  ELLIP H (05/04/95)   70.81   (m)                       GP(       ) 4 2
 AA5393  NGVD 29 (05/04/95)  105.34   (m)          345.6    (f) LEVELING    3  
 AA5393
 AA5393.Superseded values are not recommended for survey control.
 AA5393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5393.See file dsdata.txt to determine how the superseded data were derived.
 AA5393
 AA5393_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK4331553764(NAD 83)
 AA5393_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA5393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5393_STAMPING: AP 1962 STA A
 AA5393_MARK LOGO: CGS   
 AA5393_PROJECTION: FLUSH
 AA5393_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5393+STABILITY: SURFACE MOTION
 AA5393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5393+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1998
 AA5393
 AA5393  HISTORY     - Date     Condition        Report By
 AA5393  HISTORY     - 1962     MONUMENTED       CGS
 AA5393  HISTORY     - 19891030 GOOD             NGS
 AA5393  HISTORY     - 19980921 GOOD             NGS
 AA5393
 AA5393                          STATION DESCRIPTION
 AA5393
 AA5393'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JBA)
 AA5393'THE STATION IS LOCATED ON THE CAPITAL CITY AIRPORT AT THE SOUTH SIDE
 AA5393'OF THE END OF RUNWAY 26 IN NEW CUMBERLAND, PENNSYLVANIA.
 AA5393' 
 AA5393'TO REACH THE STATION FROM THE SOUTH BOUND EXIT (EXIT 18) OF INTERSTATE
 AA5393'83 AND ROUTE 114, TURN RIGHT AND GO ON ROUTE 114 FOR 1.1 MI (1.8 KM)
 AA5393'TO A T-JUNCTION, TURN LEFT AND GO 0.3 MI (0.5 KM) TO THE AIRPORT
 AA5393'ENTRANCE ROAD ON THE RIGHT (JUST PAST A LARGE HANGAR, HARRISBURG JET
 AA5393'CENTER), ON RIGHT, TO A GATE LOCATED ON WEST SIDE OF THE TERMINAL
 AA5393'BUILDING, GO 0.1 MI (0.2 KM) SOUTH TO TAXIWAY E, TURN LEFT ON TAXIWAY
 AA5393'E AND PROCEED 0.5 MI (0.8 KM) TO APPROACH END OF RUNWAY 26.  CROSS END
 AA5393'OF RUNWAY 26 AND PROCEED 60 FT (18.3 M) SOUTH FROM THE SOUTHEAST
 AA5393'CORNER OF RUNWAY TO THE STATION.
 AA5393' 
 AA5393'THE STATION IS 210.1 FT (64.0 M) EAST OF THE FIRST RUNWAY LIGHT ALONG
 AA5393'THE SOUTH SIDE OF RUNWAY, 134.9 FT (41.1 M) SOUTH OF RUNWAY 26
 AA5393'CENTERLINE, 60 FT (18.3 M) SOUTH OF SOUTHEAST CORNER OF THE RUNWAY,
 AA5393'AND 53.8 SOUTHWEST OF THE MOST SOUTHERLY THRESHOLD LIGHT.
 AA5393' 
 AA5393'STATION IS A STANDARD CGS TOPOGRAPHIC STATION DISK STAMPED AP 1962 STA
 AA5393'A IN THE TOP OF A CONCRETE MONUMENT SET FLUSH WITH THE GROUND. THE
 AA5393'SOUTH SIDE OF THE MONUMENT HAS BEEN BROKEN OFF, HOWEVER, THE DISK IS
 AA5393'FIRMLY IN PLACE AND APPEARS UNDISTURBED.
 AA5393' 
 AA5393'FOR ACCESS TO STATION AND THE AIRPORT, CONTACT MR. ERIC BILLOWITZ,
 AA5393'AIRPORT MANAGER, CAPITAL CITY AIRPORT, TERMINAL BUILDING 2ND FLOOR,
 AA5393'NEW CUMBERLAND, PENNSYLVANIA 17070, PHONE (717) 770-3838.
 AA5393' 
 AA5393'DESCRIBED BY RALPH A. HARRELL, CHIEF OF NOS PARTY.
 AA5393
 AA5393                          STATION RECOVERY (1989)
 AA5393
 AA5393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 AA5393'LOCATED AT THE END OF RUNWAY 26, 187.1 FT (57.0 M) EAST OF THE FIRST
 AA5393'RUNWAY LIGHT WHICH IS ALONG THE SOUTH SIDE OF THE RUNWAY, 135.2 FT
 AA5393'(41.2 M) SOUTH OF THE CENTERLINE OF THE RUNWAY, 61.1 FT (18.6 M) SOUTH
 AA5393'OF THE SOUTHEAST CORNER OF THE RUNWAY, AND 51.4 FT (15.7 M) SOUTHWEST
 AA5393'OF THE MOST SOUTHERLY THRESHOLD LIGHT.  A STANDARD CGS TOPOGRAPHIC
 AA5393'STATION DISK STAMPED---AP 1962 STA A---, IN THE TOP OF A CONCRETE
 AA5393'MONUMENT ABOUT FLUSH WITH THE GROUND.  NOTE, THE SOUTH SIDE OF THE
 AA5393'MONUMENT HAS BEEN BROKEN OFF, THE DISK IS FIRMLY IN PLACE AND APPEARS
 AA5393'UNDISTURBED.  REFERENCES GOOD.
 AA5393
 AA5393                          STATION RECOVERY (1998)
 AA5393
 AA5393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RWD)
 AA5393'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AA5393'LOCATED AT THE END OF RUNWAY 26, 187.1 FT (57.0 M) EAST OF THE FIRST
 AA5393'RUNWAY LIGHT WHICH IS ALONG THE SOUTH SIDE OF THE RUNWAY, 135.2 FT
 AA5393'(41.2 M) SOUTH OF THE CENTERLINE OF THE RUNWAY, 61.1 FT (18.6 M) SOUTH
 AA5393'OF THE SOUTHEAST CORNER OF THE RUNWAY, AND 51.4 FT (15.7 M) SOUTHWEST
 AA5393'OF THE MOST SOUTHERLY THRESHOLD LIGHT.  A STANDARD CGS TOPOGRAPHIC
 AA5393'STATION DISK STAMPED---AP 1962 STA A---, IN THE TOP OF A CONCRETE
 AA5393'MONUMENT ABOUT FLUSH WITH THE GROUND.  NOTE, THE SOUTH SIDE OF THE
 AA5393'MONUMENT HAS BEEN BROKEN OFF, THE DISK IS FIRMLY IN PLACE AND APPEARS
 AA5393'UNDISTURBED.  REFERENCES GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA5394 ***********************************************************************
 AA5394  SACS        -  This is a Secondary Airport Control Station.
 AA5394  DESIGNATION -  CXY AP 1962 STA B
 AA5394  PID         -  AA5394
 AA5394  STATE/COUNTY-  PA/YORK
 AA5394  USGS QUAD   -  STEELTON (1987)
 AA5394
 AA5394                         *CURRENT SURVEY CONTROL
 AA5394  ___________________________________________________________________
 AA5394* NAD 83(1996)-  40 12 55.21046(N)    076 51 28.86950(W)     ADJUSTED  
 AA5394* NAVD 88     -       102.13   (meters)     335.1    (feet)  LEVELING  
 AA5394  ___________________________________________________________________
 AA5394  X           -   1,108,939.425 (meters)                     COMP
 AA5394  Y           -  -4,749,616.125 (meters)                     COMP
 AA5394  Z           -   4,096,316.758 (meters)                     COMP
 AA5394  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 AA5394  ELLIP HEIGHT-          67.86  (meters)          (09/18/01) GPS OBS
 AA5394  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 AA5394
 AA5394  HORZ ORDER  -  FIRST
 AA5394  VERT ORDER  -  THIRD ?
 AA5394  ELLP ORDER  -  FOURTH    CLASS II
 AA5394
 AA5394.This mark is at Capital City Airport (CXY)
 AA5394
 AA5394.The horizontal coordinates were established by GPS observations
 AA5394.and adjusted by the National Geodetic Survey in November 1998..
 AA5394
 AA5394.The orthometric height was determined by differential leveling.
 AA5394.The vertical network tie was performed by a horz. field party for horz.
 AA5394.obs reductions. Reset procedures were used to establish the elevation.
 AA5394
 AA5394.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5394
 AA5394.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5394
 AA5394.The ellipsoidal height was determined by GPS observations
 AA5394.and is referenced to NAD 83.
 AA5394
 AA5394.The geoid height was determined by GEOID03.
 AA5394
 AA5394;                    North         East     Units Scale Factor Converg.
 AA5394;SPC PA S     -    98,316.257   675,926.140   MT  0.99996789   +0 34 43.4
 AA5394;SPC PA S     -   322,559.25  2,217,601.01   sFT  0.99996789   +0 34 43.4
 AA5394;UTM  18      - 4,453,313.393   341,894.680   MT  0.99990772   -1 11 59.6
 AA5394
 AA5394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5394!SPC PA S     -   0.99998935  x   0.99996789  =   0.99995724
 AA5394!UTM  18      -   0.99998935  x   0.99990772  =   0.99989708
 AA5394
 AA5394:                Primary Azimuth Mark                     Grid Az
 AA5394:SPC PA S     -  CXY ARP 1952                             076 58 41.8
 AA5394:UTM  18      -  CXY ARP 1952                             078 45 24.8
 AA5394
 AA5394|---------------------------------------------------------------------|
 AA5394| PID    Reference Object                     Distance      Geod. Az  |
 AA5394|                                                           dddmmss.s |
 AA5394| AA5392 CXY ARP 1952                        APPROX. 0.6 KM 0773325.2 |
 AA5394|---------------------------------------------------------------------|
 AA5394
 AA5394                          SUPERSEDED SURVEY CONTROL
 AA5394
 AA5394  ELLIP H (08/09/01)   68.02   (m)                       GP(       ) 4 2
 AA5394  NAD 83(1992)-  40 12 55.21077(N)    076 51 28.86670(W) AD(       ) 1
 AA5394  ELLIP H (05/04/95)   67.87   (m)                       GP(       ) 4 2
 AA5394  NGVD 29 (05/04/95)  102.34   (m)          335.8    (f) LEVELING    3  
 AA5394
 AA5394.Superseded values are not recommended for survey control.
 AA5394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5394.See file dsdata.txt to determine how the superseded data were derived.
 AA5394
 AA5394_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK4189553313(NAD 83)
 AA5394_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA5394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5394_STAMPING: AP 1962 STA B
 AA5394_MARK LOGO: CGS   
 AA5394_PROJECTION: FLUSH
 AA5394_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5394+STABILITY: SURFACE MOTION
 AA5394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5394+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1998
 AA5394
 AA5394  HISTORY     - Date     Condition        Report By
 AA5394  HISTORY     - 1962     MONUMENTED       CGS
 AA5394  HISTORY     - 19891030 GOOD             NGS
 AA5394  HISTORY     - 19980921 GOOD             NGS
 AA5394
 AA5394                          STATION DESCRIPTION
 AA5394
 AA5394'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JBA)
 AA5394'THE STATION IS LOCATED AT THE CAPITAL CITY AIRPORT NEAR THE APPROACH
 AA5394'END OF RUNWAY 8 IN NEW CUMBERLAND, PENNSYLVANIA.
 AA5394' 
 AA5394'TO REACH THE STATION FROM THE SOUTH BOUND EXIT (EXIT 18) OF INTERSTATE
 AA5394'83 AND ROUTE 114, TURN RIGHT AND GO ON ROUTE 114 FOR 1.1 MI (1.8 KM)
 AA5394'TO A T-JUNCTION, TURN LEFT AND GO 0.3 MI (0.5 KM) TO THE AIRPORT
 AA5394'ENTRANCE ROAD ON THE RIGHT, TURN RIGHT AND GO 0.3 MI (0.5 KM) TO GATE
 AA5394'ON RIGHT (JUST PAST A LARGE HANGAR, HARRISBURG JET CENTER, ON RIGHT),
 AA5394'PASS THROUGH GATE AND GO 0.1 MI (0.2 KM) ACROSS RAMP TO THE
 AA5394'INTERSECTION OF TAXIWAY E AND TAXIWAY F, TURN RIGHT AND FOLLOW TAXIWAY
 AA5394'E FOR 0.3 MI (0.5 KM) , TURN LEFT AND GO 0.3 MI (0.5 KM) CROSSING BOTH
 AA5394'RUNWAY ENDS 12 AND 8 TO THE STATION.
 AA5394' 
 AA5394'THE STATION IS 147.4 FT (44.9 M) SOUTHWEST OF THE FIRST RUNWAY LIGHT
 AA5394'ALONG THE SOUTH SIDE OF RUNWAY, 74.5 FT (22.7 M) SOUTH OF THE CENTER
 AA5394'OF A IRON GRATE IN THE EDGE OF THE RUNWAY, 47.8 FT (14.6 M) EAST OF A
 AA5394'IRON MANHOLE COVER, 15.8 FT (4.8 M) SOUTH OF THE EDGE OF BLACKTOP AND
 AA5394'10.5 FT (3.2 M) NORTH OF A CONCRETE CABLE COVER NUMBERED RC 245.
 AA5394' 
 AA5394'STATION IS A CGS TOPOGRAPHIC DISK SET FLUSH WITH THE GROUND.
 AA5394' 
 AA5394'FOR ACCESS TO STATION AND THE AIRPORT, CONTACT MR. ERIC BILLOWITZ,
 AA5394'AIRPORT MANAGER, CAPITAL CITY AIRPORT, TERMINAL BUILDING 2ND FLOOR,
 AA5394'NEW CUMBERLAND, PENNSYLVANIA 17070, PHONE (717) 770-3838.
 AA5394' 
 AA5394'DESCRIBED BY RALPH A. HARRELL, CHIEF OF NOS PARTY.
 AA5394
 AA5394                          STATION RECOVERY (1989)
 AA5394
 AA5394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 AA5394'LOCATED NEAR THE APPROACH END OF RUNWAY 8, ABOUT 105 FT (32.0 M) EAST
 AA5394'OF THE THRESHOLD BAR WHICH CROSSES RUNWAY END 8, 96.7 FT (29.5 M)
 AA5394'SOUTHWEST OF THE FIRST RUNWAY LIGHT WHICH IS ALONG THE SOUTH SIDE OF
 AA5394'THE RUNWAY, 74.5 FT (22.7 M) SOUTH OF THE CENTER OF AN IRON GRATE IN
 AA5394'THE EDGE OF THE RUNWAY, 47.8 FT (14.6 M) EAST OF THE CENTER OF AN IRON
 AA5394'MANHOLE COVER, AND 10.5 FT (3.2 M) NORTH OF A CONCRETE CABLE COVER
 AA5394'NUMBERED RC 245.  A STANDARD CGS TOPOGRAPHIC STATION DISK STAMPED---AP
 AA5394'1962 STA. B---, IN THE TOP OF A CONCRETE MONUMENT ABOUT FLUSH WITH THE
 AA5394'GROUND.
 AA5394
 AA5394                          STATION RECOVERY (1998)
 AA5394
 AA5394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RWD)
 AA5394'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AA5394'LOCATED NEAR THE APPROACH END OF RUNWAY 8, ABOUT 105 FT (32.0 M) EAST
 AA5394'OF THE THRESHOLD BAR WHICH CROSSES RUNWAY END 8, 96.7 FT (29.5 M)
 AA5394'SOUTHWEST OF THE FIRST RUNWAY LIGHT WHICH IS ALONG THE SOUTH SIDE OF
 AA5394'THE RUNWAY, 74.5 FT (22.7 M) SOUTH OF THE CENTER OF AN IRON GRATE IN
 AA5394'THE EDGE OF THE RUNWAY, 47.8 FT (14.6 M) EAST OF THE CENTER OF AN IRON
 AA5394'MANHOLE COVER, AND 10.5 FT (3.2 M) NORTH OF A CONCRETE CABLE COVER
 AA5394'NUMBERED RC 245.  A STANDARD CGS TOPOGRAPHIC STATION DISK STAMPED---AP
 AA5394'1962 STA.  B---, IN THE TOP OF A CONCRETE MONUMENT ABOUT FLUSH WITH
 AA5394'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA5392 ***********************************************************************
 AA5392  PACS        -  This is a Primary Airport Control Station.
 AA5392  DESIGNATION -  CXY ARP 1952
 AA5392  PID         -  AA5392
 AA5392  STATE/COUNTY-  PA/YORK
 AA5392  USGS QUAD   -  STEELTON (1987)
 AA5392
 AA5392                         *CURRENT SURVEY CONTROL
 AA5392  ___________________________________________________________________
 AA5392* NAD 83(1992)-  40 12 59.72440(N)    076 51 02.17894(W)     ADJUSTED  
 AA5392* NAVD 88     -       103.43   (meters)     339.3    (feet)  LEVELING  
 AA5392  ___________________________________________________________________
 AA5392  X           -   1,109,533.787 (meters)                     COMP
 AA5392  Y           -  -4,749,386.009 (meters)                     COMP
 AA5392  Z           -   4,096,423.909 (meters)                     COMP
 AA5392  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 AA5392  ELLIP HEIGHT-          69.15  (meters)          (09/01/01) GPS OBS
 AA5392  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 AA5392
 AA5392  HORZ ORDER  -  B
 AA5392  VERT ORDER  -  THIRD ?
 AA5392  ELLP ORDER  -  FOURTH    CLASS II
 AA5392
 AA5392.This mark is at Capital City Airport (CXY)
 AA5392
 AA5392.The horizontal coordinates were established by GPS observations
 AA5392.and adjusted by the National Geodetic Survey in May 1995..
 AA5392
 AA5392.The orthometric height was determined by differential leveling.
 AA5392.The vertical network tie was performed by a horz. field party for horz.
 AA5392.obs reductions. Reset procedures were used to establish the elevation.
 AA5392
 AA5392.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5392
 AA5392.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5392
 AA5392.The ellipsoidal height was determined by GPS observations
 AA5392.and is referenced to NAD 83.
 AA5392
 AA5392.The geoid height was determined by GEOID03.
 AA5392
 AA5392;                    North         East     Units Scale Factor Converg.
 AA5392;SPC PA S     -    98,461.874   676,555.790   MT  0.99996780   +0 35 00.7
 AA5392;SPC PA S     -   323,037.00  2,219,666.79   sFT  0.99996780   +0 35 00.7
 AA5392;UTM  18      - 4,453,439.389   342,528.508   MT  0.99990526   -1 11 42.5
 AA5392
 AA5392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5392!SPC PA S     -   0.99998915  x   0.99996780  =   0.99995695
 AA5392!UTM  18      -   0.99998915  x   0.99990526  =   0.99989441
 AA5392
 AA5392:                Primary Azimuth Mark                     Grid Az
 AA5392:SPC PA S     -  CXY AP 1962 STA A                        065 47 45.4
 AA5392:UTM  18      -  CXY AP 1962 STA A                        067 34 28.6
 AA5392
 AA5392|---------------------------------------------------------------------|
 AA5392| PID    Reference Object                     Distance      Geod. Az  |
 AA5392|                                                           dddmmss.s |
 AA5392| AA5393 CXY AP 1962 STA A                   APPROX. 0.9 KM 0662246.1 |
 AA5392| AA5394 CXY AP 1962 STA B                   APPROX. 0.6 KM 2573342.5 |
 AA5392|---------------------------------------------------------------------|
 AA5392
 AA5392                          SUPERSEDED SURVEY CONTROL
 AA5392
 AA5392  ELLIP H (05/04/95)   69.12   (m)                       GP(       ) 4 2
 AA5392  NGVD 29 (05/04/95)  103.64   (m)          340.0    (f) LEVELING    3  
 AA5392
 AA5392.Superseded values are not recommended for survey control.
 AA5392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5392.See file dsdata.txt to determine how the superseded data were derived.
 AA5392
 AA5392_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK4252953439(NAD 83)
 AA5392_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA5392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5392_SP_SET: SET IN A CONCRETE MONUMENT
 AA5392_STAMPING: CXY ARP 1952
 AA5392_MARK LOGO: CGS   
 AA5392_PROJECTION: FLUSH
 AA5392_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5392+STABILITY: SURFACE MOTION
 AA5392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5392+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2005
 AA5392
 AA5392  HISTORY     - Date     Condition        Report By
 AA5392  HISTORY     - 1952     MONUMENTED       CGS
 AA5392  HISTORY     - 19890615 GOOD             NGS
 AA5392  HISTORY     - 19980921 GOOD             NGS
 AA5392  HISTORY     - 19990513 GOOD             RETTEW
 AA5392  HISTORY     - 20010126 GOOD             PADT
 AA5392  HISTORY     - 20050412 GOOD             PATUCO
 AA5392
 AA5392                          STATION DESCRIPTION
 AA5392
 AA5392'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WTJ)
 AA5392'THE STATION IS LOCATED ON THE CAPITAL CITY AIRPORT IN THE APPROXIMATE
 AA5392'GEOMETRIC CENTER BETWEEN RUNWAYS 12-30 AND 8-26 IN NEW CUMBERLAND,
 AA5392'PENNSYLVANIA.
 AA5392' 
 AA5392'TO REACH THE STATION FROM THE SOUTH BOUND EXIT (EXIT 18) OF INTERSTATE
 AA5392'83 AND ROUTE 114, TURN RIGHT AND GO ON ROUTE 114 FOR 1.1 MI (1.8 KM)
 AA5392'TO A T-JUNCTION, TURN LEFT AND GO 0.3 MI (0.5 KM) TO THE AIRPORT
 AA5392'ENTRANCE ROAD TO THE RIGHT, TURN RIGHT AND GO 0.3 MI (0.5 KM) TO GATE
 AA5392'ON RIGHT (JUST PAST A LARGE HANGAR, HARRISBURG JET CENTER, ON RIGHT),
 AA5392'GO 0.1 MI (0.2 KM) SOUTH TO TAXIWAY E.  TURN LEFT ON TAXIWAY E AND
 AA5392'DRIVE 0.2 MI (0.3 KM) EAST TO TAXIWAY H.  TURN RIGHT ON TAXIWAY H AND
 AA5392'DRIVE 0.2 MI (0.3 KM) SOUTHWEST TO STATION LOCATED ON THE LEFT.
 AA5392' 
 AA5392'THE STATION IS LOCATED ALONG THE EAST EDGE OF TAXIWAY H BETWEEN
 AA5392'TAXIWAYS 8-26 AND 12-30.  STATION IS 136.8 FT (41.7 M) NORTHEAST OF
 AA5392'THE CENTERLINE OF TAXIWAY B WHICH LEADS TO END OF RUNWAY 30, 77.5 FT
 AA5392'(23.6 M) EAST OF CENTERLINE OF TAXIWAY H, 3.3 FT (1.0 M) EAST OF
 AA5392'EASTERLY EDGE OF TAXIWAY SHOULDER, 33.8 FT (10.3 M) NORTHEAST OF
 AA5392'CENTER OF STORM DRAIN IN TAXIWAY H EASTERN SHOULDER.
 AA5392' 
 AA5392'STATION IS A STANDARD CGS TOPOGRAPHIC STATION DISK STAMPED ARP 1952 IN
 AA5392'TOP OF A CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 AA5392' 
 AA5392'FOR ACCESS TO STATION AND THE AIRPORT, CONTACT MR. ERIC BILLOWITZ,
 AA5392'AIRPORT MANAGER, CAPITAL CITY AIRPORT, TERMINAL BUILDING 2ND FLOOR,
 AA5392'NEW CUMBERLAND, PENNSYLVANIA 17070, ONE (717) 770-3838.
 AA5392' 
 AA5392'DESCRIBED BY RALPH A. HARRELL, CHIEF OF NOS PARTY.
 AA5392
 AA5392                          STATION RECOVERY (1989)
 AA5392
 AA5392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 AA5392'LOCATED ALONG THE EAST EDGE OF RUNWAY 2-20 BETWEEN RUNWAYS 8-26 AND
 AA5392'12-30, 136.8 FT (41.7 M) NORTHEAST OF THE CENTERLINE OF THE TAXIWAY
 AA5392'LEADING TO RUNWAY END 30, 77.5 FT (23.6 M) EAST OF THE CENTERLINE OF
 AA5392'RUNWAY 2-20, AND 7.8 FT (2.4 M) WEST OF THE FIRST RUNWAY LIGHT WHICH
 AA5392'IS ALONG THE EAST SIDE OF RUNWAY 2-20 AND NORTH OF THE TAXIWAY LEADING
 AA5392'TO RUNWAY END 30.  A STANDARD CGS TOPOGRAPHIC STATION DISK
 AA5392'STAMPED---ARP 1952---, SET IN TOP OF A CONCRETE MONUMENT ABOUT FLUSH
 AA5392'WITH THE GROUND.  NOTE, RWY 2-20 HAS BEEN CLOSED.
 AA5392
 AA5392                          STATION RECOVERY (1998)
 AA5392
 AA5392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RWD)
 AA5392'THIS STATION IS THE PRIMARY AIRPORT CONTROL STATION.  LOCATED ALONG
 AA5392'THE EAST EDGE OF RUNWAY 2-20 BETWEEN RUNWAYS 8-26 AND 12-30, 136.8 FT
 AA5392'(41.7 M) NORTHEAST OF THE CENTERLINE OF THE TAXIWAY LEADING TO RUNWAY
 AA5392'END 30, 77.5 FT (23.6 M) EAST OF THE CENTERLINE OF RUNWAY 2-20, AND
 AA5392'7.8 FT (2.4 M) WEST OF THE FIRST RUNWAY LIGHT WHICH IS ALONG THE EAST
 AA5392'SIDE OF RUNWAY 2-20 AND NORTH OF THE TAXIWAY LEADING TO RUNWAY END 30.
 AA5392'A STANDARD CGS TOPOGRAPHIC STATION DISK STAMPED---ARP 1952---, SET IN
 AA5392'TOP OF A CONCRETE MONUMENT ABOUT FLUSH WITH THE GROUND.  NOTE, RWY
 AA5392'2-20 HAS BEEN CLOSED.
 AA5392
 AA5392                          STATION RECOVERY (1999)
 AA5392
 AA5392'RECOVERY NOTE BY RETTEW ASSOCIATES 1999 (LL)
 AA5392'RECOVERED AS DESCRIBED
 AA5392
 AA5392                          STATION RECOVERY (2001)
 AA5392
 AA5392'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (SMM)
 AA5392'FOR ACCESS TO STATION AND THE AIRPORT, CONTACT MR. GENE BENDIGO,
 AA5392'AIRPORT MANAGER, CAPITAL CITY AIRPORT, NEW CUMBERLAND, PENNSYLVANIA
 AA5392'17070, (717) 774-8335 OR (717) 257-6189 FOR PAGER.
 AA5392' 
 AA5392
 AA5392                          STATION RECOVERY (2005)
 AA5392
 AA5392'RECOVERY NOTE BY PENNSYLVANIA TURNPIKE COMMISSION 2005 (XXX)
 AA5392'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2314 ***********************************************************************
 MA2314  DESIGNATION -  CYCLONE
 MA2314  PID         -  MA2314
 MA2314  STATE/COUNTY-  PA/MCKEAN
 MA2314  USGS QUAD   -  CYCLONE (1981)
 MA2314
 MA2314                         *CURRENT SURVEY CONTROL
 MA2314  ___________________________________________________________________
 MA2314* NAD 83(1992)-  41 50 23.49987(N)    078 35 35.64213(W)     ADJUSTED  
 MA2314* NAVD 88     -       679.9    (meters)    2231.     (feet)  VERTCON   
 MA2314  ___________________________________________________________________
 MA2314  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 MA2314  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 MA2314
 MA2314  HORZ ORDER  -  SECOND
 MA2314
 MA2314.The horizontal coordinates were established by classical geodetic methods
 MA2314.and adjusted by the National Geodetic Survey in June 2002..
 MA2314
 MA2314.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2314
 MA2314.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2314
 MA2314.The geoid height was determined by GEOID03.
 MA2314
 MA2314;                    North         East     Units Scale Factor Converg.
 MA2314;SPC PA N     -   186,159.179   529,964.767   MT  0.99998398   -0 33 28.2
 MA2314;SPC PA N     -   610,757.24  1,738,726.07   sFT  0.99998398   -0 33 28.2
 MA2314;UTM  17      - 4,634,796.914   699,828.187   MT  1.00009139   +1 36 21.5
 MA2314
 MA2314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2314!SPC PA N     -   0.99989837  x   0.99998398  =   0.99988236
 MA2314!UTM  17      -   0.99989837  x   1.00009139  =   0.99998975
 MA2314
 MA2314:                Primary Azimuth Mark                     Grid Az
 MA2314:SPC PA N     -  REW                                      032 02 35.7
 MA2314:UTM  17      -  REW                                      029 52 46.0
 MA2314
 MA2314|---------------------------------------------------------------------|
 MA2314| PID    Reference Object                     Distance      Geod. Az  |
 MA2314|                                                           dddmmss.s |
 MA2314| MA2311 REW                                 APPROX. 7.7 KM 0312907.5 |
 MA2314| CJ9601 CYCLONE RM 1                         26.471 METERS 16437     |
 MA2314| MA2343 MT JEWETT ST POL MAST KGB 202       APPROX.14.7 KM 1940639.0 |
 MA2314| MA2322 MARSHBURG MAST                      APPROX. 9.4 KM 3004126.2 |
 MA2314| CJ9602 CYCLONE RM 2                         27.628 METERS 30232     |
 MA2314|---------------------------------------------------------------------|
 MA2314
 MA2314                          SUPERSEDED SURVEY CONTROL
 MA2314
 MA2314  NAD 83(1996)-  41 50 23.49992(N)    078 35 35.64189(W) AD(       ) 2
 MA2314  NAD 83(1986)-  41 50 23.50148(N)    078 35 35.63968(W) AD(       ) 2
 MA2314  NAD 27      -  41 50 23.27464(N)    078 35 36.55101(W) AD(       ) 2
 MA2314  NGVD 29 (07/19/86)  680.0    (m)         2231.     (f) VERT ANG       
 MA2314
 MA2314.Superseded values are not recommended for survey control.
 MA2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2314.See file dsdata.txt to determine how the superseded data were derived.
 MA2314
 MA2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG9982834797(NAD 83)
 MA2314_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2314_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MA2314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA2314+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2005
 MA2314
 MA2314  HISTORY     - Date     Condition        Report By
 MA2314  HISTORY     - 1967     MONUMENTED       CGS
 MA2314  HISTORY     - 20010419 GOOD             USPSQD
 MA2314  HISTORY     - 20050527 GOOD             USPSQD
 MA2314
 MA2314                          STATION DESCRIPTION
 MA2314
 MA2314'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 MA2314'THE STATION IS LOCATED ON A HIGH WOODED RIDGE ABOUT 8-3/4 MILES
 MA2314'SOUTH-SOUTHEAST OF BRADFORD, 8-1/2 MILES WEST-NORTHWEST OF
 MA2314'SMETHPORT, 4-1/2 MILES NORTHEAST OF THE BRADFORD REGIONAL AIRPORT,
 MA2314'3/4 MILE NORTHWEST OF THE VILLAGE OF CYCLONE AND ON THE PROPERTY OF
 MA2314'MR. DICK HERZOG.
 MA2314'
 MA2314'TO REACH THE STATION FROM THE HILLTOP VOL. FIRE DEPT. (0.05 MILE
 MA2314'NORTH OF THE POST OFFICE AND STORE IN CYCLONE), GO NORTH ON
 MA2314'STATE HIGHWAY 646 FOR 0.75 MILE TO A CROSSROAD.  TURN LEFT AND GO
 MA2314'WEST ON THE GRADED DIRT ROAD FOR 0.1 MILE TO A CROSSROAD.  TURN LEFT
 MA2314'AND GO SOUTH ON THE GRADED DIRT ROAD FOR 0.2 MILE TO A NARROW
 MA2314'CLEARING ON THE RIGHT AND THE STATION IN THE SOUTH EDGE OF THE
 MA2314'CLEARING.  (THIS IS JUST BEFORE REACHING A POWER LINE THAT CROSSES
 MA2314'THE ROAD.)
 MA2314'
 MA2314'THE STATION MARK IS A STANDARD DISK STAMPED CYCLONE 1967, SET IN THE
 MA2314'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 8
 MA2314'INCHES ABOVE THE GROUND SURFACE.  IT IS 69 FEET WEST OF THE CENTER OF
 MA2314'THE GRADED DIRT ROAD, 62.5 FEET NORTH OF A POWER LINE POLE WITH
 MA2314'THREE GUY CABLES AND 5.4 FEET SOUTHWEST OF A METAL WITNESS POST.
 MA2314'
 MA2314'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CYCLONE NO 1 1967, SET IN
 MA2314'THE TOP OF A 12-INCH CYCLINDRICAL CONCRETE MONUMENT WHICH
 MA2314'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 48 FEET WEST OF
 MA2314'THE CENTER OF THE GRADED DIRT ROAD, 32.7 FEET SOUTHEAST OF THE
 MA2314'POWER LINE POLE WITH THREE GUY CABLES, ABOUT 1-1/2 FEET LOWER THAN
 MA2314'THE STATION MARK AND SET IN THE SOUTH EDGE OF THE POWER LINE
 MA2314'CLEARING.
 MA2314'
 MA2314'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CYCLONE NO 2 1967, SET IN
 MA2314'THE TOP OF A 12-INCH CYCLINDRICAL CONCRETE MONUMENT WHICH
 MA2314'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 114 FEET NORTH OF
 MA2314'POWER LINE POLE NUMBER CE-46, 91.6 FEET WEST-NORTHWEST OF THE METAL
 MA2314'WITNESS POST, 74.0 FEET EAST-NORTHEAST OF THE NORTHEAST END OF A
 MA2314'RECTANGULAR SHAPED CONCRETE BASE FOR AN OIL WELL PUMP JACK AND
 MA2314'ENGINE (ABANDONED).  THE MARK IS ABOUT 1 FOOT LOWER THAN THE STATION
 MA2314'MARK ELEVATION.
 MA2314'
 MA2314'HEIGHT OF LIGHT ABOVE STATION MARK 34.3 METERS.
 MA2314
 MA2314                          STATION RECOVERY (2001)
 MA2314
 MA2314'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA2314'RECOVERED IN GOOD CONDITION.
 MA2314
 MA2314                          STATION RECOVERY (2005)
 MA2314
 MA2314'RECOVERY NOTE BY US POWER SQUADRON 2005 (SG)
 MA2314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3718 ***********************************************************************
 KV3718  DESIGNATION -  CYNWYD SCHOOL CHIMNEY
 KV3718  PID         -  KV3718
 KV3718  STATE/COUNTY-  PA/MONTGOMERY
 KV3718  USGS QUAD   -  GERMANTOWN (1997)
 KV3718
 KV3718                         *CURRENT SURVEY CONTROL
 KV3718  ___________________________________________________________________
 KV3718* NAD 83(1992)-  40 00 43.62980(N)    075 14 30.30093(W)     ADJUSTED  
 KV3718* NAVD 88     -                                                        
 KV3718  ___________________________________________________________________
 KV3718  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 KV3718  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KV3718
 KV3718  HORZ ORDER  -  THIRD
 KV3718
 KV3718.The horizontal coordinates were established by classical geodetic methods
 KV3718.and adjusted by the National Geodetic Survey in June 2002..
 KV3718
 KV3718
 KV3718.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3718
 KV3718.The geoid height was determined by GEOID03.
 KV3718
 KV3718;                    North         East     Units Scale Factor Converg.
 KV3718;SPC PA S     -    78,409.734   814,120.019   MT  0.99998861   +1 37 38.4
 KV3718;SPC PA S     -   257,249.27  2,670,992.10   sFT  0.99998861   +1 37 38.4
 KV3718;UTM  18      - 4,429,130.339   479,367.909   MT  0.99960524   -0 09 19.6
 KV3718
 KV3718                          SUPERSEDED SURVEY CONTROL
 KV3718
 KV3718  NAD 83(1996)-  40 00 43.62987(N)    075 14 30.30051(W) AD(       ) 4
 KV3718  NAD 83(1991)-  40 00 43.62770(N)    075 14 30.30230(W) AD(       ) 4
 KV3718  NAD 83(1986)-  40 00 43.62399(N)    075 14 30.30727(W) AD(       ) 4
 KV3718  NAD 27      -  40 00 43.22000(N)    075 14 31.66000(W) AD(       ) 3
 KV3718
 KV3718.Superseded values are not recommended for survey control.
 KV3718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3718.See file dsdata.txt to determine how the superseded data were derived.
 KV3718
 KV3718_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7936829130(NAD 83)
 KV3718_MARKER: 85 = CHIMNEY
 KV3718
 KV3718  HISTORY     - Date     Condition        Report By
 KV3718  HISTORY     - 1937     FIRST OBSERVED   CGS
 KV3718  HISTORY     - 19951104 GOOD             USPSQD
 KV3718
 KV3718                          STATION DESCRIPTION
 KV3718
 KV3718'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (CIA)
 KV3718'STATION IS THE CENTER OF THE CHIMNEY POT ON TOP OF THE CYNWYD PUBLIC
 KV3718'SCHOOL, ON LEVERING MILL ROAD BETWEEN BYRN MAWR AVENUE AND
 KV3718'MANAYUNK ROAD.  THE CHIMNEY IS SQUARE, OF RED BRICK WITH SANDSTONE
 KV3718'COPING AND THE SANDSTONE BAND NEAR THE TOP OF IT.
 KV3718
 KV3718                          STATION RECOVERY (1995)
 KV3718
 KV3718'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2102 ***********************************************************************
 MA2102  DESIGNATION -  CZECH
 MA2102  PID         -  MA2102
 MA2102  STATE/COUNTY-  PA/CRAWFORD
 MA2102  USGS QUAD   -  SPARTANSBURG (1977)
 MA2102
 MA2102                         *CURRENT SURVEY CONTROL
 MA2102  ___________________________________________________________________
 MA2102* NAD 83(1992)-  41 50 44.46127(N)    079 37 39.56589(W)     ADJUSTED  
 MA2102* NAVD 88     -       582.97   (+/-2cm)    1912.6    (feet)  VERTCON   
 MA2102  ___________________________________________________________________
 MA2102  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 MA2102  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 MA2102
 MA2102  HORZ ORDER  -  FIRST
 MA2102  VERT ORDER  -  THIRD ? (See Below)
 MA2102
 MA2102.The horizontal coordinates were established by classical geodetic methods
 MA2102.and adjusted by the National Geodetic Survey in June 2002..
 MA2102
 MA2102.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2102.The vertical order pertains to the NGVD 29 superseded value.
 MA2102
 MA2102.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2102
 MA2102.The geoid height was determined by GEOID03.
 MA2102
 MA2102;                    North         East     Units Scale Factor Converg.
 MA2102;SPC PA N     -   188,155.219   444,073.975   MT  0.99998473   -1 14 31.7
 MA2102;SPC PA N     -   617,305.91  1,456,932.70   sFT  0.99998473   -1 14 31.7
 MA2102;UTM  17      - 4,633,553.222   613,929.570   MT  0.99975972   +0 54 56.2
 MA2102
 MA2102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2102!SPC PA N     -   0.99991382  x   0.99998473  =   0.99989855
 MA2102!UTM  17      -   0.99991382  x   0.99975972  =   0.99967356
 MA2102
 MA2102|---------------------------------------------------------------------|
 MA2102| PID    Reference Object                     Distance      Geod. Az  |
 MA2102|                                                           dddmmss.s |
 MA2102| MA2101 STA B2 PT 1                         368.594 METERS 07816     |
 MA2102| MA2100 STA B4 PT 1                         388.066 METERS 07942     |
 MA2102| CX4368 CZECH RM 1                           31.417 METERS 10035     |
 MA2102| CX4369 CZECH RM 2                           28.206 METERS 21723     |
 MA2102| CX4367 CZECH AZ MK                                        2712817.2 |
 MA2102|---------------------------------------------------------------------|
 MA2102
 MA2102                          SUPERSEDED SURVEY CONTROL
 MA2102
 MA2102  NAD 83(1996)-  41 50 44.46165(N)    079 37 39.56575(W) AD(       ) 1
 MA2102  NAD 83(1986)-  41 50 44.46439(N)    079 37 39.56196(W) AD(       ) 1
 MA2102  NAD 27      -  41 50 44.25726(N)    079 37 40.37610(W) AD(       ) 1
 MA2102  NGVD 29 (07/19/86)  583.12   (m)         1913.1    (f) LEVELING    3  
 MA2102
 MA2102.Superseded values are not recommended for survey control.
 MA2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2102.See file dsdata.txt to determine how the superseded data were derived.
 MA2102
 MA2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG1393033553(NAD 83)
 MA2102_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2102_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MA2102
 MA2102  HISTORY     - Date     Condition        Report By
 MA2102  HISTORY     - 1938     MONUMENTED       CGS
 MA2102
 MA2102                          STATION DESCRIPTION
 MA2102
 MA2102'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 MA2102'STATION IS ABOUT 5.5 MILES S OF CORRY, 3.5 MILES NE OF SPARTANSBURG,
 MA2102'0.4 MILES S OF CORNER OF
 MA2102'WARREN, ERIE, AND CRAWFORD COUNTIES, ON A BARE-TOPPED, CULTIVATED
 MA2102'FIELD ON PROPERTY OF MR. JOHN CZECH, MARK IS SET 8 INCHES BELOW
 MA2102'SURFACE, 25 FEET N OF DITCH BANK OF HIGHWAY, AND 36 FEET N OF CENTER
 MA2102'LINE OF HIGHWAY.
 MA2102'
 MA2102'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, 8 INCHES
 MA2102'BELOW SURFACE OF GROUND, AS DESCRIBED IN NOTE 7A, UNDERGROUND,
 MA2102'REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 MA2102'CONCRETE AS DESCRIBED IN NOTES 7A AND 11A.
 MA2102'
 MA2102'REFERENCE MARK NO.1 IS 103.075 FEET SE OF STATION ON S SIDE OF
 MA2102'HIGHWAY, 2 FEET S OF DITCH BANK, AND PROJECTS 8 INCHES.  REFERENCE
 MA2102'MARK NO.2 IS 92.540 FEET SW OF STATION ON S SIDE OF HIGHWAY, 2 FEET S
 MA2102'OF DITCH BANK, AND PROJECTS 8 INCHES.
 MA2102'
 MA2102'AZIMUTH IS APPROXIMATELY 0.2 MILE WSW OF STATION.  3 FEET E OF NE
 MA2102'CORNER OF BARN, 3 FEET S OF FENCE LINE, APPROXIMATELY 100 FEET S OF
 MA2102'CENTER LINE OF HIGHWAY, AND PROJECTS 8 INCHES.  TO REACH FROM
 MA2102'STATION, GO W ON DIRT ROAD 0.2 MILE TO AN UNPAINTED BARN AND RED
 MA2102'SILO, ON L.
 MA2102'
 MA2102'TO REACH STATION FROM POST OFFICE IN CORRY, GO S ON ROUTE 277, 5.4
 MA2102'MILES TO CROSSROADS, TURN L AND CONTINUE ON DIRT ROAD 1.1 MILES TO A
 MA2102'4-FOOT CUT IN ROAD AND STATION ON L.
 MA2102'
 MA2102'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1891 ***********************************************************************
 KX1891  DESIGNATION -  D
 KX1891  PID         -  KX1891
 KX1891  STATE/COUNTY-  PA/ARMSTRONG
 KX1891  USGS QUAD   -  EAST BRADY (1993)
 KX1891
 KX1891                         *CURRENT SURVEY CONTROL
 KX1891  ___________________________________________________________________
 KX1891* NAD 83(1986)-  40 53 16.     (N)    079 35 20.     (W)     SCALED    
 KX1891* NAVD 88     -       417.090  (meters)    1368.40   (feet)  ADJUSTED  
 KX1891  ___________________________________________________________________
 KX1891  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 KX1891  DYNAMIC HT  -         416.886 (meters)    1367.73  (feet)  COMP
 KX1891  MODELED GRAV-     980,123.1   (mgal)                       NAVD 88
 KX1891
 KX1891  VERT ORDER  -  FIRST     CLASS II
 KX1891
 KX1891.The horizontal coordinates were scaled from a topographic map and have
 KX1891.an estimated accuracy of +/- 6 seconds.
 KX1891
 KX1891.The orthometric height was determined by differential leveling
 KX1891.and adjusted by the National Geodetic Survey in June 1991..
 KX1891
 KX1891.The geoid height was determined by GEOID03.
 KX1891
 KX1891.The dynamic height is computed by dividing the NAVD 88
 KX1891.geopotential number by the normal gravity value computed on the
 KX1891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1891.degrees latitude (g = 980.6199 gals.).
 KX1891
 KX1891.The modeled gravity was interpolated from observed gravity values.
 KX1891
 KX1891;                    North         East    Units  Estimated Accuracy
 KX1891;SPC PA S     -   174,220.      445,040.      MT  (+/- 180 meters Scaled)
 KX1891
 KX1891                          SUPERSEDED SURVEY CONTROL
 KX1891
 KX1891  NGVD 29 (06/03/92)  417.266  (m)         1368.98   (f) ADJUSTED    1 2
 KX1891
 KX1891.Superseded values are not recommended for survey control.
 KX1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1891.See file dsdata.txt to determine how the superseded data were derived.
 KX1891
 KX1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF188272(NAD 83)
 KX1891_MARKER: DB = BENCH MARK DISK
 KX1891_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KX1891_SP_SET: IN CURB
 KX1891_STAMPING: USGS BM-D 1961
 KX1891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1891
 KX1891  HISTORY     - Date     Condition        Report By
 KX1891  HISTORY     - 1961     MONUMENTED       RBNF
 KX1891  HISTORY     - 1982     GOOD             NGS
 KX1891
 KX1891                          STATION DESCRIPTION
 KX1891
 KX1891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1891'IN COWANSVILLE.
 KX1891'LOCATED ACROSS STREET FROM POST OFFICE IN COWANSVILLE.  IT IS
 KX1891'5.6 METERS (18.5 FT) WEST OF CENTERLINE OF STATE HIGHWAY 268,
 KX1891'17.6 METERS (57.5 FT) NORTHEAST OF NORTH CORNER OF POST OFFICE AND
 KX1891'0.4 METER (1.5 FT) SOUTH OF POWER POLE NO. 10-1186.
 KX1891'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1821 ***********************************************************************
 KV1821  DESIGNATION -  D 1
 KV1821  PID         -  KV1821
 KV1821  STATE/COUNTY-  PA/PHILADELPHIA
 KV1821  USGS QUAD   -  GERMANTOWN (1997)
 KV1821
 KV1821                         *CURRENT SURVEY CONTROL
 KV1821  ___________________________________________________________________
 KV1821* NAD 83(1986)-  40 00 07.     (N)    075 08 33.     (W)     SCALED    
 KV1821* NAVD 88     -        24.931  (meters)      81.79   (feet)  ADJUSTED  
 KV1821  ___________________________________________________________________
 KV1821  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KV1821  DYNAMIC HT  -          24.919 (meters)      81.76  (feet)  COMP
 KV1821  MODELED GRAV-     980,176.1   (mgal)                       NAVD 88
 KV1821
 KV1821  VERT ORDER  -  FIRST     CLASS I
 KV1821
 KV1821.The horizontal coordinates were scaled from a topographic map and have
 KV1821.an estimated accuracy of +/- 6 seconds.
 KV1821
 KV1821.The orthometric height was determined by differential leveling
 KV1821.and adjusted by the National Geodetic Survey in June 1991..
 KV1821.WARNING-Repeat measurements at this control monument indicate possible
 KV1821.vertical movement.
 KV1821
 KV1821.The geoid height was determined by GEOID03.
 KV1821
 KV1821.The dynamic height is computed by dividing the NAVD 88
 KV1821.geopotential number by the normal gravity value computed on the
 KV1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1821.degrees latitude (g = 980.6199 gals.).
 KV1821
 KV1821.The modeled gravity was interpolated from observed gravity values.
 KV1821
 KV1821;                    North         East    Units  Estimated Accuracy
 KV1821;SPC PA S     -    77,530.      822,620.      MT  (+/- 180 meters Scaled)
 KV1821
 KV1821                          SUPERSEDED SURVEY CONTROL
 KV1821
 KV1821  NGVD 29 (??/??/??)   25.258  (m)           82.87   (f) ADJUSTED    1 1
 KV1821
 KV1821.Superseded values are not recommended for survey control.
 KV1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1821.See file dsdata.txt to determine how the superseded data were derived.
 KV1821
 KV1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK878279(NAD 83)
 KV1821_MARKER: DB = BENCH MARK DISK
 KV1821_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1821_SP_SET: ABUTMENT WINGWALL
 KV1821_STAMPING: D 1 1929 82.867
 KV1821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1821
 KV1821  HISTORY     - Date     Condition        Report By
 KV1821  HISTORY     - 1929     MONUMENTED       CGS
 KV1821  HISTORY     - 1964     GOOD             CGS
 KV1821  HISTORY     - 1974     MARK NOT FOUND   NGS
 KV1821
 KV1821                          STATION DESCRIPTION
 KV1821
 KV1821'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV1821'AT PHILADELPHIA.
 KV1821'AT PHILADELPHIA, ALONG THE PENNSYLVANIA RAILROAD, ABOUT 0.9
 KV1821'MILE EAST ALONG THE PENNSYLVANIA RAILROAD (CONNECTING TRACK)
 KV1821'FROM THE PENNSYLVANIA NORTH STATION, AT THE UNDERPASS OF THE
 KV1821'RICHMOND BRANCH OF THE READING COMPANY RAILWAY, SET ON THE TOP
 KV1821'OF THE SOUTH END OF THE CONCRETE WING WALL AT THE SOUTH END OF
 KV1821'THE EAST ABUTMENT, 45 FEET SOUTH OF THE SOUTH RAIL OF THE
 KV1821'PENNSYLVANIA RAILROAD (SLOPE MEASUREMENT), 24 FEET EAST OF THE
 KV1821'EAST RAIL OF THE EAST TRACK OF THE READING RAILWAY, 2 FEET WEST
 KV1821'OF THE NORTHWEST CORNER OF A LARGE BRICK WAREHOUSE, 2 1/2 FEET
 KV1821'ABOVE THE LEVEL OF THE GROUND AND 5 FEET ABOVE THE LEVEL OF THE
 KV1821'READING RAILWAY.
 KV1821
 KV1821                          STATION RECOVERY (1974)
 KV1821
 KV1821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV1821'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1677 ***********************************************************************
 KX1677  DESIGNATION -  D 100
 KX1677  PID         -  KX1677
 KX1677  STATE/COUNTY-  PA/BLAIR
 KX1677  USGS QUAD   -  HOLLIDAYSBURG (1981)
 KX1677
 KX1677                         *CURRENT SURVEY CONTROL
 KX1677  ___________________________________________________________________
 KX1677* NAD 83(1986)-  40 25 39.     (N)    078 25 10.     (W)     SCALED    
 KX1677* NAVD 88     -       303.127  (meters)     994.51   (feet)  ADJUSTED  
 KX1677  ___________________________________________________________________
 KX1677  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KX1677  DYNAMIC HT  -         302.968 (meters)     993.99  (feet)  COMP
 KX1677  MODELED GRAV-     980,092.0   (mgal)                       NAVD 88
 KX1677
 KX1677  VERT ORDER  -  SECOND    CLASS 0
 KX1677
 KX1677.The horizontal coordinates were scaled from a topographic map and have
 KX1677.an estimated accuracy of +/- 6 seconds.
 KX1677
 KX1677.The orthometric height was determined by differential leveling
 KX1677.and adjusted by the National Geodetic Survey in June 1991..
 KX1677
 KX1677.The geoid height was determined by GEOID03.
 KX1677
 KX1677.The dynamic height is computed by dividing the NAVD 88
 KX1677.geopotential number by the normal gravity value computed on the
 KX1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1677.degrees latitude (g = 980.6199 gals.).
 KX1677
 KX1677.The modeled gravity was interpolated from observed gravity values.
 KX1677
 KX1677;                    North         East    Units  Estimated Accuracy
 KX1677;SPC PA S     -   121,710.      543,190.      MT  (+/- 180 meters Scaled)
 KX1677
 KX1677                          SUPERSEDED SURVEY CONTROL
 KX1677
 KX1677  NGVD 29 (??/??/92)  303.289  (m)          995.04   (f) ADJ UNCH    2 0
 KX1677
 KX1677.Superseded values are not recommended for survey control.
 KX1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1677.See file dsdata.txt to determine how the superseded data were derived.
 KX1677
 KX1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE189784(NAD 83)
 KX1677_MARKER: DB = BENCH MARK DISK
 KX1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1677_STAMPING: D 100 1935
 KX1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1677+STABILITY: SURFACE MOTION
 KX1677
 KX1677  HISTORY     - Date     Condition        Report By
 KX1677  HISTORY     - 1935     MONUMENTED       CGS
 KX1677  HISTORY     - 1963     MARK NOT FOUND   NGS
 KX1677
 KX1677                          STATION DESCRIPTION
 KX1677
 KX1677'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX1677'1.3 MI N FROM HOLLIDAYSBURG.
 KX1677'1.3 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1677'STATION AT HOLLIDAYSBURG, BLAIR COUNTY, 9 FEET NORTHWEST OF
 KX1677'POLE 45, AT THE JUNCTION OF A BRANCH TRACK, 27 FEET NORTH OF THE
 KX1677'CENTER LINE OF U.S. HIGHWAY 220, AND 24 FEET EAST OF THE CENTER
 KX1677'LINE OF THE TRACK.  A STANDARD DISK, STAMPED D 100 1935 AND SET
 KX1677'IN THE TOP OF A CONCRETE POST.
 KX1677
 KX1677                          STATION RECOVERY (1963)
 KX1677
 KX1677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 KX1677'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1519 ***********************************************************************
 JV1519  DESIGNATION -  D 101
 JV1519  PID         -  JV1519
 JV1519  STATE/COUNTY-  PA/YORK
 JV1519  USGS QUAD   -  SEVEN VALLEYS (1981)
 JV1519
 JV1519                         *CURRENT SURVEY CONTROL
 JV1519  ___________________________________________________________________
 JV1519* NAD 83(1986)-  39 51 15.     (N)    076 46 17.     (W)     SCALED    
 JV1519* NAVD 88     -       143.815  (meters)     471.83   (feet)  ADJUSTED  
 JV1519  ___________________________________________________________________
 JV1519  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JV1519  DYNAMIC HT  -         143.743 (meters)     471.60  (feet)  COMP
 JV1519  MODELED GRAV-     980,118.6   (mgal)                       NAVD 88
 JV1519
 JV1519  VERT ORDER  -  SECOND    CLASS 0
 JV1519
 JV1519.The horizontal coordinates were scaled from a topographic map and have
 JV1519.an estimated accuracy of +/- 6 seconds.
 JV1519
 JV1519.The orthometric height was determined by differential leveling
 JV1519.and adjusted by the National Geodetic Survey in June 1991..
 JV1519
 JV1519.The geoid height was determined by GEOID03.
 JV1519
 JV1519.The dynamic height is computed by dividing the NAVD 88
 JV1519.geopotential number by the normal gravity value computed on the
 JV1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1519.degrees latitude (g = 980.6199 gals.).
 JV1519
 JV1519.The modeled gravity was interpolated from observed gravity values.
 JV1519
 JV1519;                    North         East    Units  Estimated Accuracy
 JV1519;SPC PA S     -    58,300.      683,740.      MT  (+/- 180 meters Scaled)
 JV1519
 JV1519                          SUPERSEDED SURVEY CONTROL
 JV1519
 JV1519  NGVD 29 (??/??/??)  144.056  (m)          472.62   (f) ADJUSTED    2 0
 JV1519
 JV1519.Superseded values are not recommended for survey control.
 JV1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1519.See file dsdata.txt to determine how the superseded data were derived.
 JV1519
 JV1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK484130(NAD 83)
 JV1519_MARKER: DB = BENCH MARK DISK
 JV1519_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1519_SP_SET: OVERPASS
 JV1519_STAMPING: D 101 1935
 JV1519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1519
 JV1519  HISTORY     - Date     Condition        Report By
 JV1519  HISTORY     - 1935     MONUMENTED       CGS
 JV1519  HISTORY     - 1961     GOOD             CGS
 JV1519
 JV1519                          STATION DESCRIPTION
 JV1519
 JV1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1519'AT SMYSER.
 JV1519'AT SMYSER, YORK COUNTY, ABOUT 300 FEET WEST OF THE PENNSYLVANIA
 JV1519'RAILROAD STATION, AT OVERPASS 47.00, IN THE TOP OF THE NORTH END
 JV1519'OF THE WEST ABUTMENT, AND 8 FEET NORTH OF THE CENTER LINE OF THE
 JV1519'TRACK.  A STANDARD DISK, STAMPED D 101 1935.
 JV1519
 JV1519                          STATION RECOVERY (1961)
 JV1519
 JV1519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JV1519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1591 ***********************************************************************
 JV1591  DESIGNATION -  D 102
 JV1591  PID         -  JV1591
 JV1591  STATE/COUNTY-  PA/YORK
 JV1591  USGS QUAD   -  HANOVER (1984)
 JV1591
 JV1591                         *CURRENT SURVEY CONTROL
 JV1591  ___________________________________________________________________
 JV1591* NAD 83(1986)-  39 49 57.     (N)    076 55 40.     (W)     SCALED    
 JV1591* NAVD 88     -       156.977  (meters)     515.02   (feet)  ADJUSTED  
 JV1591  ___________________________________________________________________
 JV1591  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JV1591  DYNAMIC HT  -         156.896 (meters)     514.75  (feet)  COMP
 JV1591  MODELED GRAV-     980,102.6   (mgal)                       NAVD 88
 JV1591
 JV1591  VERT ORDER  -  SECOND    CLASS 0
 JV1591
 JV1591.The horizontal coordinates were scaled from a topographic map and have
 JV1591.an estimated accuracy of +/- 6 seconds.
 JV1591
 JV1591.The orthometric height was determined by differential leveling
 JV1591.and adjusted by the National Geodetic Survey in June 1991..
 JV1591
 JV1591.The geoid height was determined by GEOID03.
 JV1591
 JV1591.The dynamic height is computed by dividing the NAVD 88
 JV1591.geopotential number by the normal gravity value computed on the
 JV1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1591.degrees latitude (g = 980.6199 gals.).
 JV1591
 JV1591.The modeled gravity was interpolated from observed gravity values.
 JV1591
 JV1591;                    North         East    Units  Estimated Accuracy
 JV1591;SPC PA S     -    55,750.      670,380.      MT  (+/- 180 meters Scaled)
 JV1591
 JV1591                          SUPERSEDED SURVEY CONTROL
 JV1591
 JV1591  NGVD 29 (??/??/??)  157.198  (m)          515.74   (f) ADJUSTED    2 0
 JV1591
 JV1591.Superseded values are not recommended for survey control.
 JV1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1591.See file dsdata.txt to determine how the superseded data were derived.
 JV1591
 JV1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK350109(NAD 83)
 JV1591_MARKER: DB = BENCH MARK DISK
 JV1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1591_STAMPING: D 102 1935
 JV1591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1591+STABILITY: SURFACE MOTION
 JV1591
 JV1591  HISTORY     - Date     Condition        Report By
 JV1591  HISTORY     - 1935     MONUMENTED       CGS
 JV1591  HISTORY     - 1942     GOOD             CGS
 JV1591
 JV1591                          STATION DESCRIPTION
 JV1591
 JV1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1591'3.7 MI NE FROM HANOVER.
 JV1591'3.7 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JV1591'P.R.R. AND WESTERN MARYLAND RAILWAY STATION AT HANOVER, YORK
 JV1591'COUNTY, 45 FEET EAST OF MILEPOST 28, ABOUT 54 FEET NORTH OF
 JV1591'THE WEST WALL OF THE JACOBS MILLS POST OFFICE, AT A ROAD CROSSING,
 JV1591'30 FEET EAST OF THE CENTER LINE OF THE ROAD, AND 24 FEET NORTH
 JV1591'OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED D 102 1935
 JV1591'AND SET IN THE TOP OF A CONCRETE POST.
 JV1591
 JV1591                          STATION RECOVERY (1942)
 JV1591
 JV1591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 JV1591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1560 ***********************************************************************
 JU1560  DESIGNATION -  D 105
 JU1560  PID         -  JU1560
 JU1560  STATE/COUNTY-  PA/CHESTER
 JU1560  USGS QUAD   -  OXFORD (1992)
 JU1560
 JU1560                         *CURRENT SURVEY CONTROL
 JU1560  ___________________________________________________________________
 JU1560* NAD 83(1986)-  39 46 59.     (N)    075 57 58.     (W)     SCALED    
 JU1560* NAVD 88     -       161.105  (meters)     528.56   (feet)  ADJUSTED  
 JU1560  ___________________________________________________________________
 JU1560  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JU1560  DYNAMIC HT  -         161.023 (meters)     528.29  (feet)  COMP
 JU1560  MODELED GRAV-     980,118.6   (mgal)                       NAVD 88
 JU1560
 JU1560  VERT ORDER  -  SECOND    CLASS 0
 JU1560
 JU1560.The horizontal coordinates were scaled from a topographic map and have
 JU1560.an estimated accuracy of +/- 6 seconds.
 JU1560
 JU1560.The orthometric height was determined by differential leveling
 JU1560.and adjusted by the National Geodetic Survey in June 1991..
 JU1560.WARNING-Repeat measurements at this control monument indicate possible
 JU1560.vertical movement.
 JU1560
 JU1560.The geoid height was determined by GEOID03.
 JU1560
 JU1560.The dynamic height is computed by dividing the NAVD 88
 JU1560.geopotential number by the normal gravity value computed on the
 JU1560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1560.degrees latitude (g = 980.6199 gals.).
 JU1560
 JU1560.The modeled gravity was interpolated from observed gravity values.
 JU1560
 JU1560;                    North         East    Units  Estimated Accuracy
 JU1560;SPC PA S     -    51,480.      752,810.      MT  (+/- 180 meters Scaled)
 JU1560
 JU1560                          SUPERSEDED SURVEY CONTROL
 JU1560
 JU1560  NGVD 29 (??/??/??)  161.401  (m)          529.53   (f) ADJUSTED    2 0
 JU1560
 JU1560.Superseded values are not recommended for survey control.
 JU1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1560.See file dsdata.txt to determine how the superseded data were derived.
 JU1560
 JU1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK172041(NAD 83)
 JU1560_MARKER: DB = BENCH MARK DISK
 JU1560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1560_STAMPING: D 105 1935
 JU1560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1560+STABILITY: SURFACE MOTION
 JU1560
 JU1560  HISTORY     - Date     Condition        Report By
 JU1560  HISTORY     - 1935     MONUMENTED       CGS
 JU1560  HISTORY     - 1966     GOOD             CGS
 JU1560  HISTORY     - 20011117 MARK NOT FOUND   USPSQD
 JU1560
 JU1560                          STATION DESCRIPTION
 JU1560
 JU1560'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1560'0.8 MI SE FROM OXFORD.
 JU1560'0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 472 FROM ITS JUNCTION
 JU1560'WITH U.S. HIGHWAY 1 AND STATE HIGHWAY 10 IN OXFORD, 66.6 FEET
 JU1560'SOUTHEAST OF THE THIRD POWER LINE POLE SOUTHEAST OF 8TH STREET,
 JU1560'20.6 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 2.4 FEET EAST OF A
 JU1560'FENCE CORNER, SET IN THE TOP OF A CONCRETE POST PROJECTING
 JU1560'3-INCHES AND IS ABOUT LEVEL WITH THE HIGHWAY.
 JU1560
 JU1560                          STATION RECOVERY (2001)
 JU1560
 JU1560'RECOVERY NOTE BY US POWER SQUADRON 2001
 JU1560'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0234 ***********************************************************************
 JV0234  DESIGNATION -  D 106
 JV0234  PID         -  JV0234
 JV0234  STATE/COUNTY-  PA/LANCASTER
 JV0234  USGS QUAD   -  HOLTWOOD (1990)
 JV0234
 JV0234                         *CURRENT SURVEY CONTROL
 JV0234  ___________________________________________________________________
 JV0234* NAD 83(1986)-  39 51 47.     (N)    076 15 45.     (W)     SCALED    
 JV0234* NAVD 88     -       197.815  (meters)     649.00   (feet)  ADJUSTED  
 JV0234  ___________________________________________________________________
 JV0234  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JV0234  DYNAMIC HT  -         197.712 (meters)     648.66  (feet)  COMP
 JV0234  MODELED GRAV-     980,103.3   (mgal)                       NAVD 88
 JV0234
 JV0234  VERT ORDER  -  FIRST     CLASS II
 JV0234
 JV0234.The horizontal coordinates were scaled from a topographic map and have
 JV0234.an estimated accuracy of +/- 6 seconds.
 JV0234
 JV0234.The orthometric height was determined by differential leveling
 JV0234.and adjusted by the National Geodetic Survey in June 1991..
 JV0234
 JV0234.The geoid height was determined by GEOID03.
 JV0234
 JV0234.The dynamic height is computed by dividing the NAVD 88
 JV0234.geopotential number by the normal gravity value computed on the
 JV0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0234.degrees latitude (g = 980.6199 gals.).
 JV0234
 JV0234.The modeled gravity was interpolated from observed gravity values.
 JV0234
 JV0234;                    North         East    Units  Estimated Accuracy
 JV0234;SPC PA S     -    59,890.      727,270.      MT  (+/- 180 meters Scaled)
 JV0234
 JV0234                          SUPERSEDED SURVEY CONTROL
 JV0234
 JV0234  NGVD 29 (??/??/??)  198.055  (m)          649.79   (f) ADJUSTED    1 2
 JV0234
 JV0234.Superseded values are not recommended for survey control.
 JV0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0234.See file dsdata.txt to determine how the superseded data were derived.
 JV0234
 JV0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK920133(NAD 83)
 JV0234_MARKER: DB = BENCH MARK DISK
 JV0234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV0234_SP_SET: CULVERT
 JV0234_STAMPING: D 106 1935
 JV0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV0234
 JV0234  HISTORY     - Date     Condition        Report By
 JV0234  HISTORY     - 1935     MONUMENTED       CGS
 JV0234  HISTORY     - 1955     GOOD             CGS
 JV0234  HISTORY     - 1979     GOOD             NGS
 JV0234
 JV0234                          STATION DESCRIPTION
 JV0234
 JV0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JV0234'3.8 MI E FROM HOLTWOOD.
 JV0234'ABOUT 3.8 MILES EAST ALONG STATE HIGHWAY 372 FROM THE SCHOOL AT
 JV0234'HOLTWOOD, ABOUT 1.95 MILES WEST OF INTERSECTION OF STATE HIGHWAY
 JV0234'72 AT BUCK, ABOUT 0.2 MILE EAST OF BOTTOM OF GRADE AND JUNCTION
 JV0234'OF A ROAD NORTH, IN THE TOP OF CENTER OF BACK WALL OF A 2 1/2
 JV0234'BY 2-FOOT CONCRETE CATCH BASIN OF PIPE CULVERT NO. 2-58-28, 18
 JV0234'FEET NORTH OF CENTER LINE OF HIGHWAY AND ABOUT 1 FOOT ABOVE
 JV0234'LEVEL OF HIGHWAY.
 JV0234
 JV0234                          STATION RECOVERY (1979)
 JV0234
 JV0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2376 ***********************************************************************
 KV2376  DESIGNATION -  D 107
 KV2376  PID         -  KV2376
 KV2376  STATE/COUNTY-  PA/BERKS
 KV2376  USGS QUAD   -  ELVERSON (1997)
 KV2376
 KV2376                         *CURRENT SURVEY CONTROL
 KV2376  ___________________________________________________________________
 KV2376* NAD 83(1986)-  40 11 07.     (N)    075 51 17.     (W)     SCALED    
 KV2376* NAVD 88     -       182.677  (meters)     599.33   (feet)  ADJUSTED  
 KV2376  ___________________________________________________________________
 KV2376  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 KV2376  DYNAMIC HT  -         182.581 (meters)     599.02  (feet)  COMP
 KV2376  MODELED GRAV-     980,097.2   (mgal)                       NAVD 88
 KV2376
 KV2376  VERT ORDER  -  SECOND    CLASS 0
 KV2376
 KV2376.The horizontal coordinates were scaled from a topographic map and have
 KV2376.an estimated accuracy of +/- 6 seconds.
 KV2376
 KV2376.The orthometric height was determined by differential leveling
 KV2376.and adjusted by the National Geodetic Survey in June 1991..
 KV2376
 KV2376.The geoid height was determined by GEOID03.
 KV2376
 KV2376.The dynamic height is computed by dividing the NAVD 88
 KV2376.geopotential number by the normal gravity value computed on the
 KV2376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2376.degrees latitude (g = 980.6199 gals.).
 KV2376
 KV2376.The modeled gravity was interpolated from observed gravity values.
 KV2376
 KV2376;                    North         East    Units  Estimated Accuracy
 KV2376;SPC PA S     -    96,330.      761,390.      MT  (+/- 180 meters Scaled)
 KV2376
 KV2376                          SUPERSEDED SURVEY CONTROL
 KV2376
 KV2376  NGVD 29 (??/??/??)  182.920  (m)          600.13   (f) ADJUSTED    2 0
 KV2376
 KV2376.Superseded values are not recommended for survey control.
 KV2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2376.See file dsdata.txt to determine how the superseded data were derived.
 KV2376
 KV2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK272486(NAD 83)
 KV2376_MARKER: DB = BENCH MARK DISK
 KV2376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2376_STAMPING: D 107 1935
 KV2376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2376+STABILITY: SURFACE MOTION
 KV2376
 KV2376  HISTORY     - Date     Condition        Report By
 KV2376  HISTORY     - 1935     MONUMENTED       CGS
 KV2376  HISTORY     - 1955     MARK NOT FOUND   CGS
 KV2376  HISTORY     - 19910121 MARK NOT FOUND   USPSQD
 KV2376  HISTORY     - 20030314 MARK NOT FOUND   USPSQD
 KV2376
 KV2376                          STATION DESCRIPTION
 KV2376
 KV2376'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV2376'1 MI N FROM JOANNA.
 KV2376'1.0 MILE NORTH ALONG THE READING RAILWAY FROM THE STATIONA AT
 KV2376'JOANNA, BERKS COUNTY, AT POLE 50/15, 30 FEET NORTHEAST OF THE
 KV2376'CENTERLINE OF THE TRACK, AND 25 FEET SOUTH OF THE CENTERLINE OF
 KV2376'STATE HIGHWAY 82.  A STANDARD DISK, STAMPED D 107 1935 AND SET
 KV2376'IN THE TOP OF A CONCRETE POST.
 KV2376
 KV2376                          STATION RECOVERY (1955)
 KV2376
 KV2376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 KV2376'MARK NOT FOUND.
 KV2376
 KV2376                          STATION RECOVERY (1991)
 KV2376
 KV2376'RECOVERY NOTE BY US POWER SQUADRON 1991 (JDC)
 KV2376'MARK NOT FOUND.
 KV2376
 KV2376                          STATION RECOVERY (2003)
 KV2376
 KV2376'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEQ)
 KV2376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2354 ***********************************************************************
 KV2354  DESIGNATION -  D 108
 KV2354  PID         -  KV2354
 KV2354  STATE/COUNTY-  PA/MONTGOMERY
 KV2354  USGS QUAD   -  SASSAMANSVILLE (1990)
 KV2354
 KV2354                         *CURRENT SURVEY CONTROL
 KV2354  ___________________________________________________________________
 KV2354* NAD 83(1986)-  40 19 03.     (N)    075 34 11.     (W)     SCALED    
 KV2354* NAVD 88     -        81.351  (meters)     266.90   (feet)  ADJUSTED  
 KV2354  ___________________________________________________________________
 KV2354  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 KV2354  DYNAMIC HT  -          81.309 (meters)     266.76  (feet)  COMP
 KV2354  MODELED GRAV-     980,118.2   (mgal)                       NAVD 88
 KV2354
 KV2354  VERT ORDER  -  SECOND    CLASS 0
 KV2354
 KV2354.The horizontal coordinates were scaled from a topographic map and have
 KV2354.an estimated accuracy of +/- 6 seconds.
 KV2354
 KV2354.The orthometric height was determined by differential leveling
 KV2354.and adjusted by the National Geodetic Survey in June 1991..
 KV2354
 KV2354.The geoid height was determined by GEOID03.
 KV2354
 KV2354.The dynamic height is computed by dividing the NAVD 88
 KV2354.geopotential number by the normal gravity value computed on the
 KV2354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2354.degrees latitude (g = 980.6199 gals.).
 KV2354
 KV2354.The modeled gravity was interpolated from observed gravity values.
 KV2354
 KV2354;                    North         East    Units  Estimated Accuracy
 KV2354;SPC PA S     -   111,560.      785,290.      MT  (+/- 180 meters Scaled)
 KV2354
 KV2354                          SUPERSEDED SURVEY CONTROL
 KV2354
 KV2354  NGVD 29 (??/??/??)   81.619  (m)          267.78   (f) ADJUSTED    2 0
 KV2354
 KV2354.Superseded values are not recommended for survey control.
 KV2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2354.See file dsdata.txt to determine how the superseded data were derived.
 KV2354
 KV2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK515631(NAD 83)
 KV2354_MARKER: DB = BENCH MARK DISK
 KV2354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2354_SP_SET: CULVERT
 KV2354_STAMPING: D 108 1935
 KV2354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2354
 KV2354  HISTORY     - Date     Condition        Report By
 KV2354  HISTORY     - 1935     MONUMENTED       CGS
 KV2354  HISTORY     - 1985     GOOD             NGS
 KV2354  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV2354  HISTORY     - 20021106 MARK NOT FOUND   USPSQD
 KV2354  HISTORY     - 20041201 MARK NOT FOUND   USPSQD
 KV2354
 KV2354                          STATION DESCRIPTION
 KV2354
 KV2354'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV2354'1.6 MI NE FROM NEW HANOVER.
 KV2354'ABOUT 1.55 MILES NORTHEAST ALONG STATE HIGHWAY 663 FROM THE
 KV2354'MAIN ROAD CROSSING AT NEW HANOVER, MONTGOMERY COUNTY, AT THE
 KV2354'SOUTHWEST JUNCTION OF STATE HIGHWAY 73 AT LAYFIELD, ACROSS
 KV2354'STATE HIGHWAY 663 FROM AND IN LINE WITH A FENCE ALONG THE
 KV2354'SOUTHWEST SIDE OF A DIRT ROAD LEADING NORTHWEST, AT A CONCRETE
 KV2354'CULVERT, IN THE TOP OF THE SOUTHEAST HEAD WALL, AND 21 FEET
 KV2354'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 KV2354'STAMPED D 108 1935.
 KV2354
 KV2354                          STATION RECOVERY (1985)
 KV2354
 KV2354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KV2354'RECOVERED IN GOOD CONDITION.
 KV2354
 KV2354                          STATION RECOVERY (1990)
 KV2354
 KV2354'RECOVERY NOTE BY US POWER SQUADRON 1990 (JDC)
 KV2354'MARK NOT FOUND.
 KV2354
 KV2354                          STATION RECOVERY (2002)
 KV2354
 KV2354'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KV2354'MARK NOT FOUND.
 KV2354
 KV2354                          STATION RECOVERY (2004)
 KV2354
 KV2354'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEQ)
 KV2354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6698 ***********************************************************************
 KV6698  DESIGNATION -  D 108 RESET
 KV6698  PID         -  KV6698
 KV6698  STATE/COUNTY-  PA/MONTGOMERY
 KV6698  USGS QUAD   -  SASSAMANSVILLE (1990)
 KV6698
 KV6698                         *CURRENT SURVEY CONTROL
 KV6698  ___________________________________________________________________
 KV6698* NAD 83(1986)-  40 19 03.     (N)    075 34 11.     (W)     SCALED    
 KV6698* NAVD 88     -        77.72   (meters)     255.0    (feet)  RESET     
 KV6698  ___________________________________________________________________
 KV6698  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 KV6698
 KV6698  VERT ORDER  -  THIRD
 KV6698
 KV6698.The horizontal coordinates were scaled from a topographic map and have
 KV6698.an estimated accuracy of +/- 6 seconds.
 KV6698
 KV6698.The orthometric height was computed from unverified reset data.
 KV6698.No vertical observational check was made to the station.
 KV6698
 KV6698.The geoid height was determined by GEOID03.
 KV6698
 KV6698;                    North         East    Units  Estimated Accuracy
 KV6698;SPC PA S     -   111,560.      785,290.      MT  (+/- 180 meters Scaled)
 KV6698
 KV6698                          SUPERSEDED SURVEY CONTROL
 KV6698
 KV6698  NGVD 29 (02/24/03)   77.99   (m)          255.9    (f) RESET       3  
 KV6698
 KV6698.Superseded values are not recommended for survey control.
 KV6698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6698.See file dsdata.txt to determine how the superseded data were derived.
 KV6698
 KV6698_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK515631(NAD 83)
 KV6698_MARKER: DV = VERTICAL CONTROL DISK
 KV6698_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KV6698_SP_SET: BRIDGE ABUTMENT
 KV6698_STAMPING: D 108 RESET 1985
 KV6698_MARK LOGO: NGS   
 KV6698_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV6698_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV6698+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2004
 KV6698
 KV6698  HISTORY     - Date     Condition        Report By
 KV6698  HISTORY     - 1985     MONUMENTED       LOCENG
 KV6698  HISTORY     - 20021106 GOOD             USPSQD
 KV6698  HISTORY     - 20041201 GOOD             USPSQD
 KV6698
 KV6698                          STATION DESCRIPTION
 KV6698
 KV6698'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985
 KV6698'1.7 MILES (2.7 KM) NORTHEAST ALONG STATE HIGHWAY 663 FROM THE MAIN
 KV6698'ROAD CROSSING AT NEW HANOVER, AT A BRIDGE ABOUT MIDWAY IN THE COMMON
 KV6698'PORTION OF STATE HIGHWAYS 73 AND 663, IN THE SOUTHWEST END OF THE
 KV6698'NORTHWEST PART OF BRIDGE.
 KV6698
 KV6698                          STATION RECOVERY (2002)
 KV6698
 KV6698'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KV6698'RECOVERED IN GOOD CONDITION.
 KV6698
 KV6698                          STATION RECOVERY (2004)
 KV6698
 KV6698'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEQ)
 KV6698'CORRECTION. MARK IS ON SOUTH SIDE OF HWY AND THEREFORE LOCATED ON SW
 KV6698'PART OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0554 ***********************************************************************
 KY0554  DESIGNATION -  D 109
 KY0554  PID         -  KY0554
 KY0554  STATE/COUNTY-  PA/WASHINGTON
 KY0554  USGS QUAD   -  AVELLA (1979)
 KY0554
 KY0554                         *CURRENT SURVEY CONTROL
 KY0554  ___________________________________________________________________
 KY0554* NAD 83(1986)-  40 21 02.     (N)    080 23 25.     (W)     SCALED    
 KY0554* NAVD 88     -       315.016  (meters)    1033.52   (feet)  ADJUSTED  
 KY0554  ___________________________________________________________________
 KY0554  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KY0554  DYNAMIC HT  -         314.842 (meters)    1032.94  (feet)  COMP
 KY0554  MODELED GRAV-     980,066.1   (mgal)                       NAVD 88
 KY0554
 KY0554  VERT ORDER  -  SECOND    CLASS 0
 KY0554
 KY0554.The horizontal coordinates were scaled from a topographic map and have
 KY0554.an estimated accuracy of +/- 6 seconds.
 KY0554
 KY0554.The orthometric height was determined by differential leveling
 KY0554.and adjusted by the National Geodetic Survey in June 1991..
 KY0554
 KY0554.The geoid height was determined by GEOID03.
 KY0554
 KY0554.The dynamic height is computed by dividing the NAVD 88
 KY0554.geopotential number by the normal gravity value computed on the
 KY0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0554.degrees latitude (g = 980.6199 gals.).
 KY0554
 KY0554.The modeled gravity was interpolated from observed gravity values.
 KY0554
 KY0554;                    North         East    Units  Estimated Accuracy
 KY0554;SPC PA S     -   116,300.      375,740.      MT  (+/- 180 meters Scaled)
 KY0554
 KY0554                          SUPERSEDED SURVEY CONTROL
 KY0554
 KY0554  NGVD 29 (??/??/92)  315.161  (m)         1033.99   (f) ADJ UNCH    2 0
 KY0554
 KY0554.Superseded values are not recommended for survey control.
 KY0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0554.See file dsdata.txt to determine how the superseded data were derived.
 KY0554
 KY0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE517668(NAD 83)
 KY0554_MARKER: DB = BENCH MARK DISK
 KY0554_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0554_SP_SET: CULVERT
 KY0554_STAMPING: D 109 1957
 KY0554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0554
 KY0554  HISTORY     - Date     Condition        Report By
 KY0554  HISTORY     - 1957     MONUMENTED       CGS
 KY0554
 KY0554                          STATION DESCRIPTION
 KY0554
 KY0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0554'2.6 MI S FROM BURGETTSTOWN.
 KY0554'ABOUT 2.55 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE POST
 KY0554'OFFICE AT BURGETTSTOWN, 0.1 MILE NORTH OF DELFRATE PACKING CO.,
 KY0554'IN THE TOP OF NORTH END OF CONCRETE BACK WALL OF A 3 BY 5-FOOT
 KY0554'CONCRETE CATCH BASIN FOR A 15-INCH PIPE CULVERT UNDER HIGHWAY,
 KY0554'20 FEET EAST OF CENTER LINE OF HIGHWAY AND ABOUT 1/2 FOOT ABOVE
 KY0554'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1423 ***********************************************************************
 KV1423  DESIGNATION -  D 11
 KV1423  PID         -  KV1423
 KV1423  STATE/COUNTY-  PA/NORTHAMPTON
 KV1423  USGS QUAD   -  PORTLAND (1997)
 KV1423
 KV1423                         *CURRENT SURVEY CONTROL
 KV1423  ___________________________________________________________________
 KV1423* NAD 83(1986)-  40 57 00.     (N)    075 06 58.     (W)     SCALED    
 KV1423* NAVD 88     -        95.935  (meters)     314.75   (feet)  ADJUSTED  
 KV1423  ___________________________________________________________________
 KV1423  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KV1423  DYNAMIC HT  -          95.892 (meters)     314.61  (feet)  COMP
 KV1423  MODELED GRAV-     980,177.8   (mgal)                       NAVD 88
 KV1423
 KV1423  VERT ORDER  -  FIRST     CLASS II
 KV1423
 KV1423.The horizontal coordinates were scaled from a topographic map and have
 KV1423.an estimated accuracy of +/- 6 seconds.
 KV1423
 KV1423.The orthometric height was determined by differential leveling
 KV1423.and adjusted by the National Geodetic Survey in June 1991..
 KV1423
 KV1423.The geoid height was determined by GEOID03.
 KV1423
 KV1423.The dynamic height is computed by dividing the NAVD 88
 KV1423.geopotential number by the normal gravity value computed on the
 KV1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1423.degrees latitude (g = 980.6199 gals.).
 KV1423
 KV1423.The modeled gravity was interpolated from observed gravity values.
 KV1423
 KV1423;                    North         East    Units  Estimated Accuracy
 KV1423;SPC PA S     -   182,820.      821,740.      MT  (+/- 180 meters Scaled)
 KV1423
 KV1423                          SUPERSEDED SURVEY CONTROL
 KV1423
 KV1423  NGVD 29 (??/??/??)   96.122  (m)          315.36   (f) ADJUSTED    1 2
 KV1423
 KV1423.Superseded values are not recommended for survey control.
 KV1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1423.See file dsdata.txt to determine how the superseded data were derived.
 KV1423
 KV1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL902332(NAD 83)
 KV1423_MARKER: DB = BENCH MARK DISK
 KV1423_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1423_SP_SET: RETAINING WALL
 KV1423_STAMPING: D 11 1932 315.360
 KV1423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1423
 KV1423  HISTORY     - Date     Condition        Report By
 KV1423  HISTORY     - 1932     MONUMENTED       CGS
 KV1423  HISTORY     - 1956     GOOD             CGS
 KV1423  HISTORY     - 19940925 MARK NOT FOUND   USPSQD
 KV1423  HISTORY     - 20030501 MARK NOT FOUND   PADT
 KV1423  HISTORY     - 20030505 POOR             PADT
 KV1423
 KV1423                          STATION DESCRIPTION
 KV1423
 KV1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1423'2.2 MI N FROM PORTLAND.
 KV1423'2.2 MILES NORTH ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 KV1423'RAILROAD FROM THE STATION AT PORTLAND, AT SLATEFORD JUNCTION,
 KV1423'ON TOP OF A LARGE CONCRETE RETAINING WALL, 19.3 FEET NORTH OF
 KV1423'THE NORTHEAST CORNER OF THE SIGNAL TOWER AT SLATEFORD JUNCTION,
 KV1423'11.8 FEET WEST OF THE WEST RAIL, 15.3 FEET NORTH OF THE SOUTH END
 KV1423'OF THE WALL AND 3 FEET ABOVE THE LEVEL OF THE TRACK.
 KV1423
 KV1423                          STATION RECOVERY (1994)
 KV1423
 KV1423'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1423'MARK NOT FOUND.
 KV1423
 KV1423                          STATION RECOVERY (2003)
 KV1423
 KV1423'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (PJN)
 KV1423'LOCATION AT WALL HAS BEEN BREACHED FOR A DISTANCE OF 25 FEET IN EACH
 KV1423'DIRECTION FROM THE REFERENCE DISTANCE TO THE RAILROAD SIGNAL TOWER
 KV1423
 KV1423                          STATION RECOVERY (2003)
 KV1423
 KV1423'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (PJN)
 KV1423'WALL BREACHED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0477 ***********************************************************************
 KY0477  DESIGNATION -  D 110
 KY0477  PID         -  KY0477
 KY0477  STATE/COUNTY-  PA/WASHINGTON
 KY0477  USGS QUAD   -  CANONSBURG (1979)
 KY0477
 KY0477                         *CURRENT SURVEY CONTROL
 KY0477  ___________________________________________________________________
 KY0477* NAD 83(1986)-  40 19 15.     (N)    080 13 49.     (W)     SCALED    
 KY0477* NAVD 88     -       310.860  (meters)    1019.88   (feet)  ADJUSTED  
 KY0477  ___________________________________________________________________
 KY0477  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KY0477  DYNAMIC HT  -         310.689 (meters)    1019.32  (feet)  COMP
 KY0477  MODELED GRAV-     980,067.4   (mgal)                       NAVD 88
 KY0477
 KY0477  VERT ORDER  -  SECOND    CLASS 0
 KY0477
 KY0477.The horizontal coordinates were scaled from a topographic map and have
 KY0477.an estimated accuracy of +/- 6 seconds.
 KY0477
 KY0477.The orthometric height was determined by differential leveling
 KY0477.and adjusted by the National Geodetic Survey in June 1991..
 KY0477
 KY0477.The geoid height was determined by GEOID03.
 KY0477
 KY0477.The dynamic height is computed by dividing the NAVD 88
 KY0477.geopotential number by the normal gravity value computed on the
 KY0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0477.degrees latitude (g = 980.6199 gals.).
 KY0477
 KY0477.The modeled gravity was interpolated from observed gravity values.
 KY0477
 KY0477;                    North         East    Units  Estimated Accuracy
 KY0477;SPC PA S     -   112,610.      389,230.      MT  (+/- 180 meters Scaled)
 KY0477
 KY0477                          SUPERSEDED SURVEY CONTROL
 KY0477
 KY0477  NGVD 29 (??/??/92)  310.996  (m)         1020.33   (f) ADJ UNCH    2 0
 KY0477
 KY0477.Superseded values are not recommended for survey control.
 KY0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0477.See file dsdata.txt to determine how the superseded data were derived.
 KY0477
 KY0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE653636(NAD 83)
 KY0477_MARKER: DD = SURVEY DISK
 KY0477_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0477_SP_SET: BRIDGE
 KY0477_STAMPING: D 110 1957
 KY0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0477
 KY0477  HISTORY     - Date     Condition        Report By
 KY0477  HISTORY     - 1957     MONUMENTED       PADT
 KY0477  HISTORY     - 1957     GOOD             NGS
 KY0477
 KY0477                          STATION DESCRIPTION
 KY0477
 KY0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0477'4.6 MI NE FROM HICKORY.
 KY0477'ABOUT 4.55 MILES NORTHEAST AND EAST ALONG STATE HIGHWAY 28
 KY0477'FROM THE POST OFFICE AND BANK BUILDING AT HICKORY, ABOUT 0.3
 KY0477'MILE WEST OF VENICE U.P. CHURCH, IN THE TOP OF NORTHWEST END
 KY0477'OF SOUTHEAST WING WALL OF A CONCRETE BRIDGE OVER MILLERS RUN,
 KY0477'18.8 FEET SOUTH OF CENTER LINE OF HIGHWAY, 1/3 FOOT SOUTH OF
 KY0477'CONCRETE BANISTER AND ABOUT 1/2 FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0549 ***********************************************************************
 KY0549  DESIGNATION -  D 111
 KY0549  PID         -  KY0549
 KY0549  STATE/COUNTY-  PA/WASHINGTON
 KY0549  USGS QUAD   -  AVELLA (1979)
 KY0549
 KY0549                         *CURRENT SURVEY CONTROL
 KY0549  ___________________________________________________________________
 KY0549* NAD 83(1986)-  40 17 39.     (N)    080 26 51.     (W)     SCALED    
 KY0549* NAVD 88     -       306.299  (meters)    1004.92   (feet)  ADJUSTED  
 KY0549  ___________________________________________________________________
 KY0549  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KY0549  DYNAMIC HT  -         306.131 (meters)    1004.36  (feet)  COMP
 KY0549  MODELED GRAV-     980,067.2   (mgal)                       NAVD 88
 KY0549
 KY0549  VERT ORDER  -  SECOND    CLASS 0
 KY0549
 KY0549.The horizontal coordinates were scaled from a topographic map and have
 KY0549.an estimated accuracy of +/- 6 seconds.
 KY0549
 KY0549.The orthometric height was determined by differential leveling
 KY0549.and adjusted by the National Geodetic Survey in June 1991..
 KY0549
 KY0549.The geoid height was determined by GEOID03.
 KY0549
 KY0549.The dynamic height is computed by dividing the NAVD 88
 KY0549.geopotential number by the normal gravity value computed on the
 KY0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0549.degrees latitude (g = 980.6199 gals.).
 KY0549
 KY0549.The modeled gravity was interpolated from observed gravity values.
 KY0549
 KY0549;                    North         East    Units  Estimated Accuracy
 KY0549;SPC PA S     -   110,190.      370,690.      MT  (+/- 180 meters Scaled)
 KY0549
 KY0549                          SUPERSEDED SURVEY CONTROL
 KY0549
 KY0549  NGVD 29 (??/??/92)  306.460  (m)         1005.44   (f) ADJ UNCH    2 0
 KY0549
 KY0549.Superseded values are not recommended for survey control.
 KY0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0549.See file dsdata.txt to determine how the superseded data were derived.
 KY0549
 KY0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE469605(NAD 83)
 KY0549_MARKER: DB = BENCH MARK DISK
 KY0549_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0549_SP_SET: RETAINING WALL
 KY0549_STAMPING: D 111 1957
 KY0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0549
 KY0549  HISTORY     - Date     Condition        Report By
 KY0549  HISTORY     - 1957     MONUMENTED       CGS
 KY0549
 KY0549                          STATION DESCRIPTION
 KY0549
 KY0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0549'2 MI NE FROM AVELLA.
 KY0549'ABOUT 1.95 MILES NORTHEAST ALONG A BLACK TOP ROAD LEADING TO
 KY0549'CROSS CREEK FROM THE POSTOFFICE AT AVELLA, ABOUT 1.0 MILE
 KY0549'SOUTHWEST OF CEDAR GROVE SCHOOL, ABOUT 0.1 MILE NORTHEAST OF
 KY0549'JUNCTION OF A GRAVEL ROAD LEADING NORTHWEST, IN THE TOP AND 2 1/2
 KY0549'FEET NORTH OF THE SOUTH END OF A 40-FOOT LONG CURVED RETAINING
 KY0549'WALL, 12 FEET WEST OF CENTER LINE OF ROAD AND ABOUT 2 FEET ABOVE
 KY0549'LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0355 ***********************************************************************
 KY0355  DESIGNATION -  D 112
 KY0355  PID         -  KY0355
 KY0355  STATE/COUNTY-  PA/WASHINGTON
 KY0355  USGS QUAD   -  BURGETTSTOWN (1979)
 KY0355
 KY0355                         *CURRENT SURVEY CONTROL
 KY0355  ___________________________________________________________________
 KY0355* NAD 83(1986)-  40 22 33.     (N)    080 26 23.     (W)     SCALED    
 KY0355* NAVD 88     -       312.763  (meters)    1026.12   (feet)  ADJUSTED  
 KY0355  ___________________________________________________________________
 KY0355  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KY0355  DYNAMIC HT  -         312.592 (meters)    1025.56  (feet)  COMP
 KY0355  MODELED GRAV-     980,069.5   (mgal)                       NAVD 88
 KY0355
 KY0355  VERT ORDER  -  SECOND    CLASS 0
 KY0355
 KY0355.The horizontal coordinates were scaled from a topographic map and have
 KY0355.an estimated accuracy of +/- 6 seconds.
 KY0355
 KY0355.The orthometric height was determined by differential leveling
 KY0355.and adjusted by the National Geodetic Survey in June 1991..
 KY0355
 KY0355.The geoid height was determined by GEOID03.
 KY0355
 KY0355.The dynamic height is computed by dividing the NAVD 88
 KY0355.geopotential number by the normal gravity value computed on the
 KY0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0355.degrees latitude (g = 980.6199 gals.).
 KY0355
 KY0355.The modeled gravity was interpolated from observed gravity values.
 KY0355
 KY0355;                    North         East    Units  Estimated Accuracy
 KY0355;SPC PA S     -   119,230.      371,620.      MT  (+/- 180 meters Scaled)
 KY0355
 KY0355                          SUPERSEDED SURVEY CONTROL
 KY0355
 KY0355  NGVD 29 (??/??/92)  312.915  (m)         1026.62   (f) ADJ UNCH    2 0
 KY0355
 KY0355.Superseded values are not recommended for survey control.
 KY0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0355.See file dsdata.txt to determine how the superseded data were derived.
 KY0355
 KY0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE475696(NAD 83)
 KY0355_MARKER: DB = BENCH MARK DISK
 KY0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0355_STAMPING: D 112 1957
 KY0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0355+STABILITY: SURFACE MOTION
 KY0355
 KY0355  HISTORY     - Date     Condition        Report By
 KY0355  HISTORY     - 1957     MONUMENTED       CGS
 KY0355
 KY0355                          STATION DESCRIPTION
 KY0355
 KY0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0355'3 MI W FROM BURGETTSTOWN.
 KY0355'ABOUT 3.0 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KY0355'THE STATION AT BURGETTSTOWN, ABOUT 1.6 MILES EAST OF RAILROAD
 KY0355'OVERPASS OVER BLACK TOP ROAD AT HANLIN STATION, ABOUT 0.6 MILE
 KY0355'WEST OF ROAD CROSSING AT DINSMORE, ABOUT 0.5 MILE WEST OF MILE
 KY0355'POST 30, 30 1/2 FEET NORTHWEST OF NORTHWEST RAIL OF NORTHWEST
 KY0355'TRACK, ABOUT 168 YARDS SOUTHWEST OF CROSSING OF A PIPE LINE
 KY0355'AND TRACK, 110 FEET NORTHEAST OF NORTH CORNER OF A BATTERY BOX,
 KY0355'116 FEET NORTHEAST OF NORTHEAST CORNER OF THE NORTHEAST ONE
 KY0355'OF THREE ABANDONED CONCRETE FOUNDATIONS, 4 1/2 FEET NORTHEAST
 KY0355'OF A TELEPHONE POLE, ABOUT 3 FEET BELOW LEVEL OF TRACK AND SET IN
 KY0355'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0996 ***********************************************************************
 KY0996  DESIGNATION -  D 113
 KY0996  PID         -  KY0996
 KY0996  STATE/COUNTY-  PA/WASHINGTON
 KY0996  USGS QUAD   -  BETHANY (1981)
 KY0996
 KY0996                         *CURRENT SURVEY CONTROL
 KY0996  ___________________________________________________________________
 KY0996* NAD 83(1986)-  40 10 30.     (N)    080 30 12.     (W)     SCALED    
 KY0996* NAVD 88     -       390.649  (meters)    1281.65   (feet)  ADJUSTED  
 KY0996  ___________________________________________________________________
 KY0996  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KY0996  DYNAMIC HT  -         390.433 (meters)    1280.95  (feet)  COMP
 KY0996  MODELED GRAV-     980,059.7   (mgal)                       NAVD 88
 KY0996
 KY0996  VERT ORDER  -  SECOND    CLASS 0
 KY0996
 KY0996.The horizontal coordinates were scaled from a topographic map and have
 KY0996.an estimated accuracy of +/- 6 seconds.
 KY0996
 KY0996.The orthometric height was determined by differential leveling
 KY0996.and adjusted by the National Geodetic Survey in June 1991..
 KY0996
 KY0996.The geoid height was determined by GEOID03.
 KY0996
 KY0996.The dynamic height is computed by dividing the NAVD 88
 KY0996.geopotential number by the normal gravity value computed on the
 KY0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0996.degrees latitude (g = 980.6199 gals.).
 KY0996
 KY0996.The modeled gravity was interpolated from observed gravity values.
 KY0996
 KY0996;                    North         East    Units  Estimated Accuracy
 KY0996;SPC PA S     -    97,110.      365,530.      MT  (+/- 180 meters Scaled)
 KY0996
 KY0996                          SUPERSEDED SURVEY CONTROL
 KY0996
 KY0996  NGVD 29 (??/??/92)  390.804  (m)         1282.16   (f) ADJ UNCH    2 0
 KY0996
 KY0996.Superseded values are not recommended for survey control.
 KY0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0996.See file dsdata.txt to determine how the superseded data were derived.
 KY0996
 KY0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE422472(NAD 83)
 KY0996_MARKER: DB = BENCH MARK DISK
 KY0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0996_STAMPING: D 113 1957
 KY0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0996+STABILITY: SURFACE MOTION
 KY0996
 KY0996  HISTORY     - Date     Condition        Report By
 KY0996  HISTORY     - 1957     MONUMENTED       CGS
 KY0996
 KY0996                          STATION DESCRIPTION
 KY0996
 KY0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0996'5.4 MI N FROM WEST ALEXANDER.
 KY0996'ABOUT 5.4 MILES NORTH ALONG AN ASPHALT ROAD LEADING TO AVELLA
 KY0996'VIA DUNSFORT FROM THE JUNCTION OF U.S. HIGHWAY 40 AT WEST
 KY0996'ALEXANDER, 0.25 MILE NORTH OF A CABLE LINE CROSSING, 90 YARDS
 KY0996'NORTH OF THE TOP OF A GRADE, AT THE JUNCTION OF A ROAD LEADING
 KY0996'WEST, 1.05 MILE SOUTH OF THE LARGE CONCRETE BRIDGE OVER BUFFALO
 KY0996'CREEK, 1.15 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 331 AT
 KY0996'DUNSFORT, 26 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE
 KY0996'ASPHALT ROAD, 13 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 KY0996'WEST, 4 1/2 FEET SOUTH OF A FORKED 10-INCH LOCUST TREE SERVING
 KY0996'TO FASTEN FENCE GAP, 3 FEET SOUTHWEST OF A WHITE CONCRETE
 KY0996'WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE ASPHALT ROAD AND SET
 KY0996'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 KY0996'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0432 ***********************************************************************
 KY0432  DESIGNATION -  D 114
 KY0432  PID         -  KY0432
 KY0432  STATE/COUNTY-  PA/WASHINGTON
 KY0432  USGS QUAD   -  WASHINGTON WEST (1969)
 KY0432
 KY0432                         *CURRENT SURVEY CONTROL
 KY0432  ___________________________________________________________________
 KY0432* NAD 83(1986)-  40 08 42.     (N)    080 22 18.     (W)     SCALED    
 KY0432* NAVD 88     -       322.166  (meters)    1056.97   (feet)  ADJUSTED  
 KY0432  ___________________________________________________________________
 KY0432  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KY0432  DYNAMIC HT  -         321.982 (meters)    1056.37  (feet)  COMP
 KY0432  MODELED GRAV-     980,043.7   (mgal)                       NAVD 88
 KY0432
 KY0432  VERT ORDER  -  SECOND    CLASS 0
 KY0432
 KY0432.The horizontal coordinates were scaled from a topographic map and have
 KY0432.an estimated accuracy of +/- 6 seconds.
 KY0432
 KY0432.The orthometric height was determined by differential leveling
 KY0432.and adjusted by the National Geodetic Survey in June 1991..
 KY0432
 KY0432.The geoid height was determined by GEOID03.
 KY0432
 KY0432.The dynamic height is computed by dividing the NAVD 88
 KY0432.geopotential number by the normal gravity value computed on the
 KY0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0432.degrees latitude (g = 980.6199 gals.).
 KY0432
 KY0432.The modeled gravity was interpolated from observed gravity values.
 KY0432
 KY0432;                    North         East    Units  Estimated Accuracy
 KY0432;SPC PA S     -    93,440.      376,640.      MT  (+/- 180 meters Scaled)
 KY0432
 KY0432                          SUPERSEDED SURVEY CONTROL
 KY0432
 KY0432  NGVD 29 (??/??/92)  322.309  (m)         1057.44   (f) ADJ UNCH    2 0
 KY0432
 KY0432.Superseded values are not recommended for survey control.
 KY0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0432.See file dsdata.txt to determine how the superseded data were derived.
 KY0432
 KY0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE535440(NAD 83)
 KY0432_MARKER: DB = BENCH MARK DISK
 KY0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0432_STAMPING: D 114 1957
 KY0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0432+STABILITY: SURFACE MOTION
 KY0432
 KY0432  HISTORY     - Date     Condition        Report By
 KY0432  HISTORY     - 1957     MONUMENTED       CGS
 KY0432
 KY0432                          STATION DESCRIPTION
 KY0432
 KY0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0432'0.4 MI SW FROM TAYLORSTOWN.
 KY0432'ABOUT 0.35 MILE SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY0432'FROM ITS STATION AT TAYLORSTOWN, 38 FEET EAST OF THE EAST RAIL,
 KY0432'3 FEET SOUTHWEST OF MILEAGE POST NO. 43 + 17, 45 1/2 FEET
 KY0432'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A GARAGE, 99 FEET
 KY0432'WEST OF THE SOUTHWEST CORNER OF A PORCH OF A 2-STORY DWELLING
 KY0432'AND 3 FEET NORTH OF BEING IN LINE WITH THE SOUTH FACE OF THE
 KY0432'SAME DWELLING, SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 KY0432'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0426 ***********************************************************************
 KY0426  DESIGNATION -  D 115
 KY0426  PID         -  KY0426
 KY0426  STATE/COUNTY-  PA/WASHINGTON
 KY0426  USGS QUAD   -  CLAYSVILLE (1977)
 KY0426
 KY0426                         *CURRENT SURVEY CONTROL
 KY0426  ___________________________________________________________________
 KY0426* NAD 83(1986)-  40 07 05.     (N)    080 24 32.     (W)     SCALED    
 KY0426* NAVD 88     -       350.132  (meters)    1148.72   (feet)  ADJUSTED  
 KY0426  ___________________________________________________________________
 KY0426  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KY0426  DYNAMIC HT  -         349.933 (meters)    1148.07  (feet)  COMP
 KY0426  MODELED GRAV-     980,046.4   (mgal)                       NAVD 88
 KY0426
 KY0426  VERT ORDER  -  SECOND    CLASS 0
 KY0426
 KY0426.The horizontal coordinates were scaled from a topographic map and have
 KY0426.an estimated accuracy of +/- 6 seconds.
 KY0426
 KY0426.The orthometric height was determined by differential leveling
 KY0426.and adjusted by the National Geodetic Survey in June 1991..
 KY0426.WARNING-Repeat measurements at this control monument indicate possible
 KY0426.vertical movement.
 KY0426
 KY0426.The geoid height was determined by GEOID03.
 KY0426
 KY0426.The dynamic height is computed by dividing the NAVD 88
 KY0426.geopotential number by the normal gravity value computed on the
 KY0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0426.degrees latitude (g = 980.6199 gals.).
 KY0426
 KY0426.The modeled gravity was interpolated from observed gravity values.
 KY0426
 KY0426;                    North         East    Units  Estimated Accuracy
 KY0426;SPC PA S     -    90,540.      373,380.      MT  (+/- 180 meters Scaled)
 KY0426
 KY0426                          SUPERSEDED SURVEY CONTROL
 KY0426
 KY0426  NGVD 29 (??/??/92)  350.272  (m)         1149.18   (f) ADJ UNCH    2 0
 KY0426
 KY0426.Superseded values are not recommended for survey control.
 KY0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0426.See file dsdata.txt to determine how the superseded data were derived.
 KY0426
 KY0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE503410(NAD 83)
 KY0426_MARKER: DB = BENCH MARK DISK
 KY0426_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0426_SP_SET: ABUTMENT
 KY0426_STAMPING: D 115 1935
 KY0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0426
 KY0426  HISTORY     - Date     Condition        Report By
 KY0426  HISTORY     - 1935     MONUMENTED       CGS
 KY0426  HISTORY     - 1960     GOOD             NGS
 KY0426
 KY0426                          STATION DESCRIPTION
 KY0426
 KY0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0426'AT CLAYSVILLE.
 KY0426'AT CLAYSVILLE, ON THE BALTIMORE AND OHIO RAILROAD, 0.2 MILE
 KY0426'EAST OF THE STATION, 214 FEET EAST OF POLE 46+20, AT BRIDGE
 KY0426'164, AND IN THE CENTER OF THE TOP OF THE NORTH CONCRETE ABUTMENT.
 KY0426'A STANDARD DISK, STAMPED D 115 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0333 ***********************************************************************
 KY0333  DESIGNATION -  D 116
 KY0333  PID         -  KY0333
 KY0333  STATE/COUNTY-  PA/WASHINGTON
 KY0333  USGS QUAD   -  AMITY (1977)
 KY0333
 KY0333                         *CURRENT SURVEY CONTROL
 KY0333  ___________________________________________________________________
 KY0333* NAD 83(1986)-  40 05 41.     (N)    080 14 25.     (W)     SCALED    
 KY0333* NAVD 88     -       332.644  (meters)    1091.35   (feet)  ADJUSTED  
 KY0333  ___________________________________________________________________
 KY0333  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 KY0333  DYNAMIC HT  -         332.457 (meters)    1090.74  (feet)  COMP
 KY0333  MODELED GRAV-     980,053.7   (mgal)                       NAVD 88
 KY0333
 KY0333  VERT ORDER  -  SECOND    CLASS 0
 KY0333
 KY0333.The horizontal coordinates were scaled from a topographic map and have
 KY0333.an estimated accuracy of +/- 6 seconds.
 KY0333
 KY0333.The orthometric height was determined by differential leveling
 KY0333.and adjusted by the National Geodetic Survey in June 1991..
 KY0333
 KY0333.The geoid height was determined by GEOID03.
 KY0333
 KY0333.The dynamic height is computed by dividing the NAVD 88
 KY0333.geopotential number by the normal gravity value computed on the
 KY0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0333.degrees latitude (g = 980.6199 gals.).
 KY0333
 KY0333.The modeled gravity was interpolated from observed gravity values.
 KY0333
 KY0333;                    North         East    Units  Estimated Accuracy
 KY0333;SPC PA S     -    87,530.      387,670.      MT  (+/- 180 meters Scaled)
 KY0333
 KY0333                          SUPERSEDED SURVEY CONTROL
 KY0333
 KY0333  NGVD 29 (??/??/92)  332.774  (m)         1091.78   (f) ADJ UNCH    2 0
 KY0333
 KY0333.Superseded values are not recommended for survey control.
 KY0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0333.See file dsdata.txt to determine how the superseded data were derived.
 KY0333
 KY0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE647385(NAD 83)
 KY0333_MARKER: DB = BENCH MARK DISK
 KY0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0333_STAMPING: D 116 1935
 KY0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0333+STABILITY: SURFACE MOTION
 KY0333
 KY0333  HISTORY     - Date     Condition        Report By
 KY0333  HISTORY     - 1935     MONUMENTED       CGS
 KY0333  HISTORY     - 1957     GOOD             NGS
 KY0333
 KY0333                          STATION DESCRIPTION
 KY0333
 KY0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0333'1.4 MI NW FROM BANETOWN.
 KY0333'ABOUT 1.4 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KY0333'THE UNION SUNDAY SCHOOL AT BANETOWN, AT A NARROW ROAD CROSSING,
 KY0333'48 1/2 FEET SOUTH OF CENTER OF CROSSING, 16 FEET EAST OF EAST
 KY0333'RAIL, 49 FEET WEST OF CENTER LINE OF A BLACK TOP ROAD PARALLEL TO
 KY0333'TRACK, 8 FEET SOUTH AND INSIDE A FENCE CORNER, 2 FEET
 KY0333'WEST-SOUTHWEST OF A FENCE LINE, 1 1/2 FEET SOUTH OF A CONCRETE
 KY0333'WITNESS POST, ABOUT 2 FEET ABOVE LEVEL OF TRACK AND SET IN THE
 KY0333'TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0532 ***********************************************************************
 KX0532  DESIGNATION -  D 117
 KX0532  PID         -  KX0532
 KX0532  STATE/COUNTY-  PA/SOMERSET
 KX0532  USGS QUAD   -  HOOVERSVILLE (1994)
 KX0532
 KX0532                         *CURRENT SURVEY CONTROL
 KX0532  ___________________________________________________________________
 KX0532* NAD 83(1986)-  40 14 22.     (N)    078 53 34.     (W)     SCALED    
 KX0532* NAVD 88     -       418.168  (meters)    1371.94   (feet)  ADJUSTED  
 KX0532  ___________________________________________________________________
 KX0532  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KX0532  DYNAMIC HT  -         417.932 (meters)    1371.17  (feet)  COMP
 KX0532  MODELED GRAV-     980,050.6   (mgal)                       NAVD 88
 KX0532
 KX0532  VERT ORDER  -  SECOND    CLASS 0
 KX0532
 KX0532.The horizontal coordinates were scaled from a topographic map and have
 KX0532.an estimated accuracy of +/- 6 seconds.
 KX0532
 KX0532.The orthometric height was determined by differential leveling
 KX0532.and adjusted by the National Geodetic Survey in June 1991..
 KX0532
 KX0532.The geoid height was determined by GEOID03.
 KX0532
 KX0532.The dynamic height is computed by dividing the NAVD 88
 KX0532.geopotential number by the normal gravity value computed on the
 KX0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0532.degrees latitude (g = 980.6199 gals.).
 KX0532
 KX0532.The modeled gravity was interpolated from observed gravity values.
 KX0532
 KX0532;                    North         East    Units  Estimated Accuracy
 KX0532;SPC PA S     -   101,240.      502,760.      MT  (+/- 180 meters Scaled)
 KX0532
 KX0532                          SUPERSEDED SURVEY CONTROL
 KX0532
 KX0532  NGVD 29 (??/??/92)  418.33   (m)         1372.5    (f) COMPUTED    2 0
 KX0532
 KX0532.Superseded values are not recommended for survey control.
 KX0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0532.See file dsdata.txt to determine how the superseded data were derived.
 KX0532
 KX0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE792564(NAD 83)
 KX0532_MARKER: DB = BENCH MARK DISK
 KX0532_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0532_SP_SET: DAM WALL
 KX0532_STAMPING: D 117 1935
 KX0532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0532
 KX0532  HISTORY     - Date     Condition        Report By
 KX0532  HISTORY     - 1935     MONUMENTED       CGS
 KX0532
 KX0532                          STATION DESCRIPTION
 KX0532
 KX0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX0532'4.2 MI N FROM HOLSOPPLE.
 KX0532'ABOUT 4.2 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KX0532'THE STATION AT HOLSOPPLE, SOMERSET COUNTY, ABOUT 65 FEET WEST OF
 KX0532'THE WEST RAIL OF THE TRACK, 45 FEET NORTHWEST OF POLE 36+12, 21
 KX0532'FEET SOUTH OF THE SOUTH END OF THE BORDER DAM PUMP PLANT STONE
 KX0532'BUILDING, IN THE TOP OF A WING WALL OF THE DAM, AND 15 FEET
 KX0532'NORTHWEST OF THE SOUTHEAST END.  A STANDARD DISK, STAMPED D 117
 KX0532'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JX0043 ***********************************************************************
 JX0043  DESIGNATION -  D 119
 JX0043  PID         -  JX0043
 JX0043  STATE/COUNTY-  PA/GREENE
 JX0043  USGS QUAD   -  GARARDS FORT (1979)
 JX0043
 JX0043                         *CURRENT SURVEY CONTROL
 JX0043  ___________________________________________________________________
 JX0043* NAD 83(1986)-  39 46 15.     (N)    080 05 48.     (W)     SCALED    
 JX0043* NAVD 88     -       311.028  (meters)    1020.43   (feet)  ADJUSTED  
 JX0043  ___________________________________________________________________
 JX0043  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JX0043  DYNAMIC HT  -         310.849 (meters)    1019.84  (feet)  COMP
 JX0043  MODELED GRAV-     980,041.9   (mgal)                       NAVD 88
 JX0043
 JX0043  VERT ORDER  -  SECOND    CLASS 0
 JX0043
 JX0043.The horizontal coordinates were scaled from a topographic map and have
 JX0043.an estimated accuracy of +/- 6 seconds.
 JX0043
 JX0043.The orthometric height was determined by differential leveling
 JX0043.and adjusted by the National Geodetic Survey in June 1991..
 JX0043
 JX0043.The geoid height was determined by GEOID03.
 JX0043
 JX0043.The dynamic height is computed by dividing the NAVD 88
 JX0043.geopotential number by the normal gravity value computed on the
 JX0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0043.degrees latitude (g = 980.6199 gals.).
 JX0043
 JX0043.The modeled gravity was interpolated from observed gravity values.
 JX0043
 JX0043;                    North         East    Units  Estimated Accuracy
 JX0043;SPC PA S     -    51,250.      398,960.      MT  (+/- 180 meters Scaled)
 JX0043
 JX0043                          SUPERSEDED SURVEY CONTROL
 JX0043
 JX0043  NGVD 29 (??/??/92)  311.158  (m)         1020.86   (f) ADJ UNCH    2 0
 JX0043
 JX0043.Superseded values are not recommended for survey control.
 JX0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0043.See file dsdata.txt to determine how the superseded data were derived.
 JX0043
 JX0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE773027(NAD 83)
 JX0043_MARKER: DD = SURVEY DISK
 JX0043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0043_SP_SET: BRIDGE
 JX0043_STAMPING: D 119 1935
 JX0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0043
 JX0043  HISTORY     - Date     Condition        Report By
 JX0043  HISTORY     - 1935     MONUMENTED       PADH
 JX0043  HISTORY     - 1935     GOOD             NGS
 JX0043
 JX0043                          STATION DESCRIPTION
 JX0043
 JX0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JX0043'3.1 MI NW FROM MOUNT MORRIS.
 JX0043'3.1 MILE NORTHWEST ALONG U.S. HIGHWAY 19 FROM THE DUNKARD CREEK
 JX0043'BRIDGE AT MOUNT MORRIS, GREENE COUNTY, AT CONCRETE BRIDGE 222/56,
 JX0043'IN THE TOP OF THE SOUTHWEST WING WALL OF THE SOUTH ABUTMENT,
 JX0043'AND 15 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A PENNSYLVANIA
 JX0043'DEPARTMENT OF HIGHWAYS STANDARD DISK, STAMPED D 119 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1488 ***********************************************************************
 KV1488  DESIGNATION -  D 12
 KV1488  PID         -  KV1488
 KV1488  STATE/COUNTY-  PA/NORTHAMPTON
 KV1488  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV1488
 KV1488                         *CURRENT SURVEY CONTROL
 KV1488  ___________________________________________________________________
 KV1488* NAD 83(1986)-  40 36 58.     (N)    075 23 04.     (W)     SCALED    
 KV1488* NAVD 88     -        73.262  (meters)     240.36   (feet)  ADJUSTED  
 KV1488  ___________________________________________________________________
 KV1488  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 KV1488  DYNAMIC HT  -          73.226 (meters)     240.24  (feet)  COMP
 KV1488  MODELED GRAV-     980,145.4   (mgal)                       NAVD 88
 KV1488
 KV1488  VERT ORDER  -  FIRST     CLASS II
 KV1488
 KV1488.The horizontal coordinates were scaled from a topographic map and have
 KV1488.an estimated accuracy of +/- 6 seconds.
 KV1488
 KV1488.The orthometric height was determined by differential leveling
 KV1488.and adjusted by the National Geodetic Survey in June 1991..
 KV1488
 KV1488.The geoid height was determined by GEOID03.
 KV1488
 KV1488.The dynamic height is computed by dividing the NAVD 88
 KV1488.geopotential number by the normal gravity value computed on the
 KV1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1488.degrees latitude (g = 980.6199 gals.).
 KV1488
 KV1488.The modeled gravity was interpolated from observed gravity values.
 KV1488
 KV1488;                    North         East    Units  Estimated Accuracy
 KV1488;SPC PA S     -   145,120.      800,150.      MT  (+/- 180 meters Scaled)
 KV1488
 KV1488                          SUPERSEDED SURVEY CONTROL
 KV1488
 KV1488  NGVD 29 (??/??/??)   73.474  (m)          241.06   (f) ADJUSTED    1 2
 KV1488
 KV1488.Superseded values are not recommended for survey control.
 KV1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1488.See file dsdata.txt to determine how the superseded data were derived.
 KV1488
 KV1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK674962(NAD 83)
 KV1488_MARKER: DB = BENCH MARK DISK
 KV1488_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1488_SP_SET: ABUTMENT
 KV1488_STAMPING: 241.056 D 12 1932
 KV1488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1488_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1488+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2003
 KV1488
 KV1488  HISTORY     - Date     Condition        Report By
 KV1488  HISTORY     - 1932     MONUMENTED       CGS
 KV1488  HISTORY     - 1960     GOOD             CGS
 KV1488  HISTORY     - 1979     GOOD             NGS
 KV1488  HISTORY     - 1984     GOOD             USPSQD
 KV1488  HISTORY     - 1987     GOOD             LOCSUR
 KV1488  HISTORY     - 19940506 GOOD             USPSQD
 KV1488  HISTORY     - 20030502 GOOD             GEOCAC
 KV1488  HISTORY     - 20060227 GOOD             PADT
 KV1488
 KV1488                          STATION DESCRIPTION
 KV1488
 KV1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1488'AT BETHLEHEM.
 KV1488'AT BETHLEHEM, NORTHAMPTON COUNTY, ABOUT 200 YARDS WEST OF THE
 KV1488'CENTRAL RAILROAD OF NEW JERSEY PASSENGER STATION, AT THE SOUTH
 KV1488'MAIN STREET VIADUCT OVER THE TRACKS, IN THE SOUTH FACE OF THE
 KV1488'NORTH ABUTMENT, AT THE NORTHEAST CORNER, AND 4.5 FEET ABOVE THE
 KV1488'GROUND.  A STANDARD DISK, STAMPED 241.056 D 12 1932 AND SET
 KV1488'VERTICALLY.
 KV1488
 KV1488                          STATION RECOVERY (1960)
 KV1488
 KV1488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KV1488'RECOVERED IN GOOD CONDITION.
 KV1488
 KV1488                          STATION RECOVERY (1979)
 KV1488
 KV1488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV1488'RECOVERED IN GOOD CONDITION.
 KV1488
 KV1488                          STATION RECOVERY (1984)
 KV1488
 KV1488'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV1488'RECOVERED IN GOOD CONDITION.
 KV1488
 KV1488                          STATION RECOVERY (1987)
 KV1488
 KV1488'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (CT)
 KV1488'RECOVERED IN GOOD CONDITION.
 KV1488
 KV1488                          STATION RECOVERY (1994)
 KV1488
 KV1488'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1488'RECOVERED IN GOOD CONDITION.
 KV1488
 KV1488                          STATION RECOVERY (2003)
 KV1488
 KV1488'RECOVERY NOTE BY GEOCACHING 2003 (MDP)
 KV1488'RECOVERED IN GOOD CONDITION.
 KV1488
 KV1488                          STATION RECOVERY (2006)
 KV1488
 KV1488'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (SQ)
 KV1488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0974 ***********************************************************************
 JW0974  DESIGNATION -  D 120
 JW0974  PID         -  JW0974
 JW0974  STATE/COUNTY-  PA/WASHINGTON
 JW0974  USGS QUAD   -  CARMICHAELS (1988)
 JW0974
 JW0974                         *CURRENT SURVEY CONTROL
 JW0974  ___________________________________________________________________
 JW0974* NAD 83(1986)-  39 59 37.     (N)    079 59 47.     (W)     SCALED    
 JW0974* NAVD 88     -       245.478  (meters)     805.37   (feet)  ADJUSTED  
 JW0974  ___________________________________________________________________
 JW0974  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JW0974  DYNAMIC HT  -         245.340 (meters)     804.92  (feet)  COMP
 JW0974  MODELED GRAV-     980,055.7   (mgal)                       NAVD 88
 JW0974
 JW0974  VERT ORDER  -  SECOND    CLASS 0
 JW0974
 JW0974.The horizontal coordinates were scaled from a topographic map and have
 JW0974.an estimated accuracy of +/- 6 seconds.
 JW0974
 JW0974.The orthometric height was determined by differential leveling
 JW0974.and adjusted by the National Geodetic Survey in June 1991..
 JW0974
 JW0974.The geoid height was determined by GEOID03.
 JW0974
 JW0974.The dynamic height is computed by dividing the NAVD 88
 JW0974.geopotential number by the normal gravity value computed on the
 JW0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0974.degrees latitude (g = 980.6199 gals.).
 JW0974
 JW0974.The modeled gravity was interpolated from observed gravity values.
 JW0974
 JW0974;                    North         East    Units  Estimated Accuracy
 JW0974;SPC PA S     -    75,750.      408,180.      MT  (+/- 180 meters Scaled)
 JW0974
 JW0974                          SUPERSEDED SURVEY CONTROL
 JW0974
 JW0974  NGVD 29 (??/??/92)  245.630  (m)          805.87   (f) ADJ UNCH    2 0
 JW0974
 JW0974.Superseded values are not recommended for survey control.
 JW0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0974.See file dsdata.txt to determine how the superseded data were derived.
 JW0974
 JW0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE856275(NAD 83)
 JW0974_MARKER: DB = BENCH MARK DISK
 JW0974_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JW0974_SP_SET: HIGHWAY BRIDGE ABUTMENT
 JW0974_STAMPING: D 120 1935
 JW0974_MARK LOGO: CGS   
 JW0974_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW0974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0974
 JW0974  HISTORY     - Date     Condition        Report By
 JW0974  HISTORY     - 1935     MONUMENTED       CGS
 JW0974  HISTORY     - 1952     GOOD             USGS
 JW0974  HISTORY     - 19890918 GOOD             HARTMN
 JW0974
 JW0974                          STATION DESCRIPTION
 JW0974
 JW0974'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JW0974'AT MILLSBORO.
 JW0974'AT MILLSBORO, 300 FEET NORTHEAST OF THE MILLSBORO HIGH SCHOOL, 1
 JW0974'FOOT SOUTHWEST OF THE NORTHEAST END OF THE SOUTH ABUTMENT OF A
 JW0974'RAILROAD OVERPASS OVER STATE HWY. 88, 8 FEET EAST OF THE RAILROAD
 JW0974'TRACKS, AND SET IN A CONCRETE ABUTMENT.
 JW0974
 JW0974                          STATION RECOVERY (1989)
 JW0974
 JW0974'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW0974'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 64.5, IN EAST
 JW0974'BETHLEHEM TOWNSHIP, IN THE VILLAGE OF MILLSBORO, ABOUT 300 FT
 JW0974'(91.4 MT) NORTHEAST OF THE MILLSBORO HIGH SCHOOL.  A STANDARD USCGS
 JW0974'BRASS DISK SET IN THE SOUTH ABUTMENT OF A RAILROAD OVERPASS OF AN
 JW0974'ASPHALT ROADWAY, ABOUT 75 FT (22.9 MT) WEST OF ROUTE 88, 8 FT
 JW0974'(2.4 MT) EAST OF THE RAILROAD TRACKS, 1 FT (0.3 MT) SOUTHWEST OF THE
 JW0974'NORTHEAST END OF THE SOUTH ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0914 ***********************************************************************
 JW0914  DESIGNATION -  D 121
 JW0914  PID         -  JW0914
 JW0914  STATE/COUNTY-  PA/FAYETTE
 JW0914  USGS QUAD   -  UNIONTOWN (1977)
 JW0914
 JW0914                         *CURRENT SURVEY CONTROL
 JW0914  ___________________________________________________________________
 JW0914* NAD 83(1986)-  39 56 08.     (N)    079 43 24.     (W)     SCALED    
 JW0914* NAVD 88     -       288.321  (meters)     945.93   (feet)  POSTED    
 JW0914  ___________________________________________________________________
 JW0914  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JW0914  DYNAMIC HT  -         288.160 (meters)     945.40  (feet)  COMP
 JW0914  MODELED GRAV-     980,049.4   (mgal)                       NAVD 88
 JW0914
 JW0914  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JW0914
 JW0914.The horizontal coordinates were scaled from a topographic map and have
 JW0914.an estimated accuracy of +/- 6 seconds.
 JW0914
 JW0914.The orthometric height was determined by differential leveling
 JW0914.and adjusted by the National Geodetic Survey in 1992..
 JW0914.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JW0914.rate of 4.1 thru 8.0 mm/km.
 JW0914
 JW0914.The geoid height was determined by GEOID03.
 JW0914
 JW0914.The dynamic height is computed by dividing the NAVD 88
 JW0914.geopotential number by the normal gravity value computed on the
 JW0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0914.degrees latitude (g = 980.6199 gals.).
 JW0914
 JW0914.The modeled gravity was interpolated from observed gravity values.
 JW0914
 JW0914;                    North         East    Units  Estimated Accuracy
 JW0914;SPC PA S     -    68,750.      431,350.      MT  (+/- 180 meters Scaled)
 JW0914
 JW0914                          SUPERSEDED SURVEY CONTROL
 JW0914
 JW0914  NGVD 29 (??/??/92)  288.425  (m)          946.27   (f) ADJ UNCH    1 2
 JW0914
 JW0914.Superseded values are not recommended for survey control.
 JW0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0914.See file dsdata.txt to determine how the superseded data were derived.
 JW0914
 JW0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE090213(NAD 83)
 JW0914_MARKER: DB = BENCH MARK DISK
 JW0914_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0914_SP_SET: BRIDGE
 JW0914_STAMPING: D 121 1935
 JW0914_MARK LOGO: CGS   
 JW0914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0914
 JW0914  HISTORY     - Date     Condition        Report By
 JW0914  HISTORY     - 1935     MONUMENTED       CGS
 JW0914  HISTORY     - 1983     GOOD             NGS
 JW0914
 JW0914                          STATION DESCRIPTION
 JW0914
 JW0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0914'3.3 MI N FROM UNIONTOWN.
 JW0914'3.3 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE BALTIMORE
 JW0914'AND OHIO RAILROAD STATION AT UNIONTOWN, AT BRIDGE NO. 66.56
 JW0914'OVER A CREEK, AND IN THE TOP OF THE EAST SIDE OF THE SOUTH
 JW0914'RETAINING WALL.  A STANDARD DISK STAMPED D 121 1935.
 JW0914
 JW0914                          STATION RECOVERY (1983)
 JW0914
 JW0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0914'RECOVERED IN GOOD CONDITION, THE MARK IS INACCESSIBLE TO THE NEW LINE,
 JW0914'NOT LEVELED TO IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0411 ***********************************************************************
 KX0411  DESIGNATION -  D 122
 KX0411  PID         -  KX0411
 KX0411  STATE/COUNTY-  PA/CAMBRIA
 KX0411  USGS QUAD   -  CRESSON (1984)
 KX0411
 KX0411                         *CURRENT SURVEY CONTROL
 KX0411  ___________________________________________________________________
 KX0411* NAD 83(1986)-  40 28 40.     (N)    078 34 44.     (W)     SCALED    
 KX0411* NAVD 88     -       640.761  (meters)    2102.23   (feet)  ADJUSTED  
 KX0411  ___________________________________________________________________
 KX0411  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KX0411  DYNAMIC HT  -         640.400 (meters)    2101.05  (feet)  COMP
 KX0411  MODELED GRAV-     980,039.5   (mgal)                       NAVD 88
 KX0411
 KX0411  VERT ORDER  -  FIRST     CLASS II
 KX0411
 KX0411.The horizontal coordinates were scaled from a topographic map and have
 KX0411.an estimated accuracy of +/- 6 seconds.
 KX0411
 KX0411.The orthometric height was determined by differential leveling
 KX0411.and adjusted by the National Geodetic Survey in June 1991..
 KX0411
 KX0411.The geoid height was determined by GEOID03.
 KX0411
 KX0411.The dynamic height is computed by dividing the NAVD 88
 KX0411.geopotential number by the normal gravity value computed on the
 KX0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0411.degrees latitude (g = 980.6199 gals.).
 KX0411
 KX0411.The modeled gravity was interpolated from observed gravity values.
 KX0411
 KX0411;                    North         East    Units  Estimated Accuracy
 KX0411;SPC PA S     -   127,400.      529,720.      MT  (+/- 180 meters Scaled)
 KX0411
 KX0411                          SUPERSEDED SURVEY CONTROL
 KX0411
 KX0411  NGVD 29 (??/??/92)  640.89   (m)         2102.7    (f) COMPUTED    1 2
 KX0411
 KX0411.Superseded values are not recommended for survey control.
 KX0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0411.See file dsdata.txt to determine how the superseded data were derived.
 KX0411
 KX0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE052836(NAD 83)
 KX0411_MARKER: DB = BENCH MARK DISK
 KX0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0411_STAMPING: D 122 1934
 KX0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0411+STABILITY: SURFACE MOTION
 KX0411
 KX0411  HISTORY     - Date     Condition        Report By
 KX0411  HISTORY     - 1934     MONUMENTED       CGS
 KX0411  HISTORY     - 1966     MARK NOT FOUND   NGS
 KX0411
 KX0411                          STATION DESCRIPTION
 KX0411
 KX0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0411'0.9 MI NE FROM CRESSON.
 KX0411'0.9 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM CRESSON,
 KX0411'CAMBRIA COUNTY, 0.2 MILE WEST OF THE OVERHEAD CROSSING OF STATE
 KX0411'HIGHWAY 53, 0.1 MILE EAST OF A COAL MINE, 43 FEET NORTHWEST
 KX0411'OF THE NORTHWEST TRACK AND LEVEL WITH THE TOP OF THE RAIL.  A
 KX0411'STANDARD DISK AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0469 ***********************************************************************
 KX0469  DESIGNATION -  D 123
 KX0469  PID         -  KX0469
 KX0469  STATE/COUNTY-  PA/CAMBRIA
 KX0469  USGS QUAD   -  JOHNSTOWN (1981)
 KX0469
 KX0469                         *CURRENT SURVEY CONTROL
 KX0469  ___________________________________________________________________
 KX0469* NAD 83(1986)-  40 20 10.     (N)    078 53 58.     (W)     SCALED    
 KX0469* NAVD 88     -       367.075  (meters)    1204.31   (feet)  ADJUSTED  
 KX0469  ___________________________________________________________________
 KX0469  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KX0469  DYNAMIC HT  -         366.878 (meters)    1203.67  (feet)  COMP
 KX0469  MODELED GRAV-     980,078.5   (mgal)                       NAVD 88
 KX0469
 KX0469  VERT ORDER  -  FIRST     CLASS I
 KX0469
 KX0469.The horizontal coordinates were scaled from a topographic map and have
 KX0469.an estimated accuracy of +/- 6 seconds.
 KX0469
 KX0469.The orthometric height was determined by differential leveling
 KX0469.and adjusted by the National Geodetic Survey in June 1991..
 KX0469.WARNING-Repeat measurements at this control monument indicate possible
 KX0469.vertical movement.
 KX0469
 KX0469.The geoid height was determined by GEOID03.
 KX0469
 KX0469.The dynamic height is computed by dividing the NAVD 88
 KX0469.geopotential number by the normal gravity value computed on the
 KX0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0469.degrees latitude (g = 980.6199 gals.).
 KX0469
 KX0469.The modeled gravity was interpolated from observed gravity values.
 KX0469
 KX0469;                    North         East    Units  Estimated Accuracy
 KX0469;SPC PA S     -   111,980.      502,330.      MT  (+/- 180 meters Scaled)
 KX0469
 KX0469                          SUPERSEDED SURVEY CONTROL
 KX0469
 KX0469  NGVD 29 (??/??/92)  367.244  (m)         1204.87   (f) ADJ UNCH    1 1
 KX0469
 KX0469.Superseded values are not recommended for survey control.
 KX0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0469.See file dsdata.txt to determine how the superseded data were derived.
 KX0469
 KX0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE784671(NAD 83)
 KX0469_MARKER: DB = BENCH MARK DISK
 KX0469_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0469_SP_SET: PIER
 KX0469_STAMPING: D 123 1941
 KX0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0469
 KX0469  HISTORY     - Date     Condition        Report By
 KX0469  HISTORY     - 1941     MONUMENTED       CGS
 KX0469  HISTORY     - 1966     GOOD             NGS
 KX0469  HISTORY     - 1973     GOOD             NGS
 KX0469
 KX0469                          STATION DESCRIPTION
 KX0469
 KX0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0469'1.3 MI NE FROM JOHNSTOWN.
 KX0469'ABOUT 1.3 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD
 KX0469'FROM THE STATION AT JOHNSTOWN, SET VERTICALLY IN THE CENTER OF
 KX0469'THE NORTHWEST FACE OF THE 2 ND CONCRETE PIER SOUTHEAST OF THE
 KX0469'END OF A FOOTBRIDGE OVER THE TRACKS, 5.5 FEET SOUTHEAST OF THE
 KX0469'SOUTHEAST RAIL OF THE SOUTHEAST MAIN TRACK, 5.5 FEET NORTHEAST
 KX0469'OF THE SOUTHWEST END OF THE PIER AND 3 1/2 FEET ABOVE THE
 KX0469'LEVEL OF THE GROUND.
 KX0469
 KX0469                          STATION RECOVERY (1973)
 KX0469
 KX0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KX0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1201 ***********************************************************************
 KX1201  DESIGNATION -  D 125
 KX1201  PID         -  KX1201
 KX1201  STATE/COUNTY-  PA/WESTMORELAND
 KX1201  USGS QUAD   -  GREENSBURG (1993)
 KX1201
 KX1201                         *CURRENT SURVEY CONTROL
 KX1201  ___________________________________________________________________
 KX1201* NAD 83(1986)-  40 18 20.     (N)    079 32 31.     (W)     SCALED    
 KX1201* NAVD 88     -       330.336  (meters)    1083.78   (feet)  ADJUSTED  
 KX1201  ___________________________________________________________________
 KX1201  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KX1201  DYNAMIC HT  -         330.158 (meters)    1083.19  (feet)  COMP
 KX1201  MODELED GRAV-     980,076.6   (mgal)                       NAVD 88
 KX1201
 KX1201  VERT ORDER  -  FIRST     CLASS I
 KX1201
 KX1201.The horizontal coordinates were scaled from a topographic map and have
 KX1201.an estimated accuracy of +/- 6 seconds.
 KX1201
 KX1201.The orthometric height was determined by differential leveling
 KX1201.and adjusted by the National Geodetic Survey in June 1991..
 KX1201
 KX1201.The geoid height was determined by GEOID03.
 KX1201
 KX1201.The dynamic height is computed by dividing the NAVD 88
 KX1201.geopotential number by the normal gravity value computed on the
 KX1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1201.degrees latitude (g = 980.6199 gals.).
 KX1201
 KX1201.The modeled gravity was interpolated from observed gravity values.
 KX1201
 KX1201;                    North         East    Units  Estimated Accuracy
 KX1201;SPC PA S     -   109,500.      447,680.      MT  (+/- 180 meters Scaled)
 KX1201
 KX1201                          SUPERSEDED SURVEY CONTROL
 KX1201
 KX1201  NGVD 29 (??/??/92)  330.492  (m)         1084.29   (f) ADJ UNCH    1 1
 KX1201
 KX1201.Superseded values are not recommended for survey control.
 KX1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1201.See file dsdata.txt to determine how the superseded data were derived.
 KX1201
 KX1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE239626(NAD 83)
 KX1201_MARKER: DB = BENCH MARK DISK
 KX1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1201_STAMPING: D 125 1941
 KX1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1201+STABILITY: SURFACE MOTION
 KX1201
 KX1201  HISTORY     - Date     Condition        Report By
 KX1201  HISTORY     - 1941     MONUMENTED       CGS
 KX1201  HISTORY     - 1966     GOOD             NGS
 KX1201
 KX1201                          STATION DESCRIPTION
 KX1201
 KX1201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX1201'AT GREENSBURG.
 KX1201'ABOUT 0.3 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1201'STATION AT GREENSBURG, ABOUT 0.3 MILE EAST OF MILEPOST 322,
 KX1201'ABOUT 0.15 MILE WEST OF THE RAILROAD OVERPASS OVER U.S. HIGHWAY
 KX1201'119, IN THE NORTH EDGE OF ST CLAIR PARK, 65.5 FEET SOUTH OF THE
 KX1201'SOUTH RAIL OF THE SOUTH ONE OF FOUR TRACKS, 17 FEET SOUTHEAST
 KX1201'OF THE CENTER OF A BRICK WALK WAY THROUGH THE PARK, 2 FEET BELOW
 KX1201'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KX1201'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0446 ***********************************************************************
 JW0446  DESIGNATION -  D 126 RESET 1946
 JW0446  PID         -  JW0446
 JW0446  STATE/COUNTY-  PA/SOMERSET
 JW0446  USGS QUAD   -  FAIRHOPE (1973)
 JW0446
 JW0446                         *CURRENT SURVEY CONTROL
 JW0446  ___________________________________________________________________
 JW0446* NAD 83(1986)-  39 50 13.     (N)    078 46 49.     (W)     SCALED    
 JW0446* NAVD 88     -       398.08   (+/-2cm)    1306.0    (feet)  VERTCON   
 JW0446  ___________________________________________________________________
 JW0446  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JW0446
 JW0446  VERT ORDER  -  THIRD (See Below)
 JW0446
 JW0446.The horizontal coordinates were scaled from a topographic map and have
 JW0446.an estimated accuracy of +/- 6 seconds.
 JW0446
 JW0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW0446.The vertical order pertains to the NGVD 29 superseded value.
 JW0446
 JW0446.The geoid height was determined by GEOID03.
 JW0446
 JW0446;                    North         East    Units  Estimated Accuracy
 JW0446;SPC PA S     -    56,430.      511,810.      MT  (+/- 180 meters Scaled)
 JW0446
 JW0446                          SUPERSEDED SURVEY CONTROL
 JW0446
 JW0446  NGVD 29 (??/??/??)  398.22   (m)         1306.5    (f) RESET       3  
 JW0446
 JW0446.Superseded values are not recommended for survey control.
 JW0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0446.See file dsdata.txt to determine how the superseded data were derived.
 JW0446
 JW0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE899120(NAD 83)
 JW0446_MARKER: DD = SURVEY DISK
 JW0446_SETTING: 66 = SET IN ROCK OUTCROP
 JW0446_SP_SET: ROCK BENCH
 JW0446_STAMPING: D 126 RESET 1946
 JW0446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0446+STABILITY: POSITION/ELEVATION WELL
 JW0446
 JW0446  HISTORY     - Date     Condition        Report By
 JW0446  HISTORY     - 1946     MONUMENTED       BORR
 JW0446
 JW0446                          STATION DESCRIPTION
 JW0446
 JW0446'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1946
 JW0446'4.7 MI NE FROM GLENCOE.
 JW0446'4.7 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0446'GLENCOE, SOMERSET COUNTY, 1 MILE EAST OF FAIRHOPE, 5 RAILS WEST
 JW0446'OF THE EAST END OF A BENCH CUT THROUGH ROCK, JUST EAST OF POLE
 JW0446'196/26, AT BLOCK SIGNAL E 196.31, IN THE NORTHWEST CORNER OF THE
 JW0446'CONCRETE BASE, AND 10.4 FEET SOUTH OF THE CENTERLINE OF THE EAST
 JW0446'BOUND TRACK.  A STANDARD DISK, STAMPED D 126 RESET 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0541 ***********************************************************************
 JW0541  DESIGNATION -  D 127
 JW0541  PID         -  JW0541
 JW0541  STATE/COUNTY-  PA/SOMERSET
 JW0541  USGS QUAD   -  MURDOCK (1981)
 JW0541
 JW0541                         *CURRENT SURVEY CONTROL
 JW0541  ___________________________________________________________________
 JW0541* NAD 83(1986)-  39 53 18.     (N)    079 07 19.     (W)     SCALED    
 JW0541* NAVD 88     -       565.556  (meters)    1855.49   (feet)  ADJUSTED  
 JW0541  ___________________________________________________________________
 JW0541  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 JW0541  DYNAMIC HT  -         565.196 (meters)    1854.31  (feet)  COMP
 JW0541  MODELED GRAV-     979,971.9   (mgal)                       NAVD 88
 JW0541
 JW0541  VERT ORDER  -  FIRST     CLASS II
 JW0541
 JW0541.The horizontal coordinates were scaled from a topographic map and have
 JW0541.an estimated accuracy of +/- 6 seconds.
 JW0541
 JW0541.The orthometric height was determined by differential leveling
 JW0541.and adjusted by the National Geodetic Survey in June 1991..
 JW0541
 JW0541.The geoid height was determined by GEOID03.
 JW0541
 JW0541.The dynamic height is computed by dividing the NAVD 88
 JW0541.geopotential number by the normal gravity value computed on the
 JW0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0541.degrees latitude (g = 980.6199 gals.).
 JW0541
 JW0541.The modeled gravity was interpolated from observed gravity values.
 JW0541
 JW0541;                    North         East    Units  Estimated Accuracy
 JW0541;SPC PA S     -    62,540.      482,660.      MT  (+/- 180 meters Scaled)
 JW0541
 JW0541                          SUPERSEDED SURVEY CONTROL
 JW0541
 JW0541  NGVD 29 (??/??/92)  565.667  (m)         1855.86   (f) ADJ UNCH    1 2
 JW0541
 JW0541.Superseded values are not recommended for survey control.
 JW0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0541.See file dsdata.txt to determine how the superseded data were derived.
 JW0541
 JW0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE605170(NAD 83)
 JW0541_MARKER: DB = BENCH MARK DISK
 JW0541_SETTING: 80 = SET IN A BOULDER
 JW0541_SP_SET: BOULDER
 JW0541_STAMPING: D 127 1941
 JW0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0541+STABILITY: SURFACE MOTION
 JW0541
 JW0541  HISTORY     - Date     Condition        Report By
 JW0541  HISTORY     - 1941     MONUMENTED       CGS
 JW0541
 JW0541                          STATION DESCRIPTION
 JW0541
 JW0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0541'2.6 MI SE FROM ROCKWOOD.
 JW0541'2.6 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0541'STATION AT ROCKWOOD, SOMERSET COUNTY, 600 FEET SOUTH OF AN OLD
 JW0541'SAWMILL, AT THE SOUTHEAST END OF A CURVE FROM NORTH TO SOUTHEAST,
 JW0541'AT THE NORTHWEST END OF A SMALL FILL, 29.6 FEET NORTHEAST OF THE
 JW0541'NORTHEAST RAIL OF THE WEST BOUND TRACK, IN THE TOP OF A LARGE
 JW0541'BOULDER, AND 2 FEET BELOW THE TRACK.  A STANDARD DISK, STAMPED
 JW0541'D 127 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0589 ***********************************************************************
 JW0589  DESIGNATION -  D 128
 JW0589  PID         -  JW0589
 JW0589  STATE/COUNTY-  PA/FAYETTE
 JW0589  USGS QUAD   -  MILL RUN (1980)
 JW0589
 JW0589                         *CURRENT SURVEY CONTROL
 JW0589  ___________________________________________________________________
 JW0589* NAD 83(1986)-  39 52 58.     (N)    079 28 42.     (W)     SCALED    
 JW0589* NAVD 88     -       364.582  (meters)    1196.13   (feet)  ADJUSTED  
 JW0589  ___________________________________________________________________
 JW0589  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 JW0589  DYNAMIC HT  -         364.368 (meters)    1195.43  (feet)  COMP
 JW0589  MODELED GRAV-     980,027.4   (mgal)                       NAVD 88
 JW0589
 JW0589  VERT ORDER  -  FIRST     CLASS II
 JW0589
 JW0589.The horizontal coordinates were scaled from a topographic map and have
 JW0589.an estimated accuracy of +/- 6 seconds.
 JW0589
 JW0589.The orthometric height was determined by differential leveling
 JW0589.and adjusted by the National Geodetic Survey in June 1991..
 JW0589
 JW0589.The geoid height was determined by GEOID03.
 JW0589
 JW0589.The dynamic height is computed by dividing the NAVD 88
 JW0589.geopotential number by the normal gravity value computed on the
 JW0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0589.degrees latitude (g = 980.6199 gals.).
 JW0589
 JW0589.The modeled gravity was interpolated from observed gravity values.
 JW0589
 JW0589;                    North         East    Units  Estimated Accuracy
 JW0589;SPC PA S     -    62,450.      452,170.      MT  (+/- 180 meters Scaled)
 JW0589
 JW0589                          SUPERSEDED SURVEY CONTROL
 JW0589
 JW0589  NGVD 29 (??/??/92)  364.739  (m)         1196.65   (f) ADJ UNCH    1 2
 JW0589
 JW0589.Superseded values are not recommended for survey control.
 JW0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0589.See file dsdata.txt to determine how the superseded data were derived.
 JW0589
 JW0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE301158(NAD 83)
 JW0589_MARKER: DB = BENCH MARK DISK
 JW0589_SETTING: 80 = SET IN A BOULDER
 JW0589_SP_SET: BOULDER
 JW0589_STAMPING: D 128 1941
 JW0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0589+STABILITY: SURFACE MOTION
 JW0589
 JW0589  HISTORY     - Date     Condition        Report By
 JW0589  HISTORY     - 1941     MONUMENTED       CGS
 JW0589  HISTORY     - 20060528 MARK NOT FOUND   GEOCAC
 JW0589
 JW0589                          STATION DESCRIPTION
 JW0589
 JW0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0589'1.2 MI NW FROM OHIOPYLE.
 JW0589'1.2 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0589'THE STATION AT OHIOPYLE, FAYETTE COUNTY, AT THE NORTHEAST END OF A
 JW0589'CURVE, 10.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE WEST BOUND
 JW0589'TRACK, IN THE TOP OF A LARGE ROCK BOULDER, AND 3 FEET ABOVE THE
 JW0589'TRACK.  A STANDARD DISK, STAMPED D 128 1941.
 JW0589
 JW0589                          STATION RECOVERY (2006)
 JW0589
 JW0589'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 JW0589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0929 ***********************************************************************
 JW0929  DESIGNATION -  D 129
 JW0929  PID         -  JW0929
 JW0929  STATE/COUNTY-  PA/FAYETTE
 JW0929  USGS QUAD   -  UNIONTOWN (1977)
 JW0929
 JW0929                         *CURRENT SURVEY CONTROL
 JW0929  ___________________________________________________________________
 JW0929* NAD 83(1986)-  39 57 01.     (N)    079 39 14.     (W)     SCALED    
 JW0929* NAVD 88     -       365.892  (meters)    1200.43   (feet)  POSTED    
 JW0929  ___________________________________________________________________
 JW0929  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 JW0929  DYNAMIC HT  -         365.680 (meters)    1199.74  (feet)  COMP
 JW0929  MODELED GRAV-     980,029.0   (mgal)                       NAVD 88
 JW0929
 JW0929  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JW0929
 JW0929.The horizontal coordinates were scaled from a topographic map and have
 JW0929.an estimated accuracy of +/- 6 seconds.
 JW0929
 JW0929.The orthometric height was determined by differential leveling
 JW0929.and adjusted by the National Geodetic Survey in 1992..
 JW0929.No vertical observational check was made to the station.
 JW0929.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JW0929.was located on a no-check spur therefore a value was not computed.
 JW0929
 JW0929.The geoid height was determined by GEOID03.
 JW0929
 JW0929.The dynamic height is computed by dividing the NAVD 88
 JW0929.geopotential number by the normal gravity value computed on the
 JW0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0929.degrees latitude (g = 980.6199 gals.).
 JW0929
 JW0929.The modeled gravity was interpolated from observed gravity values.
 JW0929
 JW0929;                    North         East    Units  Estimated Accuracy
 JW0929;SPC PA S     -    70,260.      437,320.      MT  (+/- 180 meters Scaled)
 JW0929
 JW0929                          SUPERSEDED SURVEY CONTROL
 JW0929
 JW0929  NGVD 29 (??/??/92)  366.018  (m)         1200.84   (f) ADJ UNCH    1 2
 JW0929
 JW0929.Superseded values are not recommended for survey control.
 JW0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0929.See file dsdata.txt to determine how the superseded data were derived.
 JW0929
 JW0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE149231(NAD 83)
 JW0929_MARKER: DB = BENCH MARK DISK
 JW0929_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0929_SP_SET: RETAINING WALL
 JW0929_STAMPING: D 129 1941
 JW0929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0929
 JW0929  HISTORY     - Date     Condition        Report By
 JW0929  HISTORY     - 1941     MONUMENTED       CGS
 JW0929  HISTORY     - 1971     MARK NOT FOUND   PADT
 JW0929
 JW0929                          STATION DESCRIPTION
 JW0929
 JW0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0929'6 MI SW FROM CONNELLSVILLE.
 JW0929'ABOUT 6.0 MILES SOUTHWEST ALONG STATE HIGHWAY 119 FROM THE POST
 JW0929'OFFICE AT CONNELLSVILLE, FAYETTE COUNTY, AT THE INTERSECTION OF
 JW0929'THE HIGHWAY AND A SIDE ROAD LEADING SOUTHEAST TO MT. BRADDOCK, 92
 JW0929'FEET NORTH OF THE CENTER OF THE INTERSECTION, 18.9 FEET NORTHWEST
 JW0929'OF THE CENTER LINE OF THE HIGHWAY, 68 FEET NORTHEAST OF POLE
 JW0929'311/68, 2.5 FEET NORTHEAST OF THE NORTHEAST END OF AN 18-INCH
 JW0929'PIPE CULVERT, IN THE STONE RETAINING WALL, AND ABOUT 2 FEET
 JW0929'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED D 129 1941.
 JW0929
 JW0929                          STATION RECOVERY (1971)
 JW0929
 JW0929'RECOVERY NOTE BY PA DEPT OF TRANSP 1971
 JW0929'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1362 ***********************************************************************
 KX1362  DESIGNATION -  D 130
 KX1362  PID         -  KX1362
 KX1362  STATE/COUNTY-  PA/WESTMORELAND
 KX1362  USGS QUAD   -  MC KEESPORT (1993)
 KX1362
 KX1362                         *CURRENT SURVEY CONTROL
 KX1362  ___________________________________________________________________
 KX1362* NAD 83(1986)-  40 15 07.     (N)    079 47 41.     (W)     SCALED    
 KX1362* NAVD 88     -       233.193  (meters)     765.07   (feet)  ADJUSTED  
 KX1362  ___________________________________________________________________
 KX1362  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KX1362  DYNAMIC HT  -         233.070 (meters)     764.66  (feet)  COMP
 KX1362  MODELED GRAV-     980,090.2   (mgal)                       NAVD 88
 KX1362
 KX1362  VERT ORDER  -  FIRST     CLASS II
 KX1362
 KX1362.The horizontal coordinates were scaled from a topographic map and have
 KX1362.an estimated accuracy of +/- 6 seconds.
 KX1362
 KX1362.The orthometric height was determined by differential leveling
 KX1362.and adjusted by the National Geodetic Survey in June 1991..
 KX1362
 KX1362.The geoid height was determined by GEOID03.
 KX1362
 KX1362.The dynamic height is computed by dividing the NAVD 88
 KX1362.geopotential number by the normal gravity value computed on the
 KX1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1362.degrees latitude (g = 980.6199 gals.).
 KX1362
 KX1362.The modeled gravity was interpolated from observed gravity values.
 KX1362
 KX1362;                    North         East    Units  Estimated Accuracy
 KX1362;SPC PA S     -   104,010.      426,060.      MT  (+/- 180 meters Scaled)
 KX1362
 KX1362                          SUPERSEDED SURVEY CONTROL
 KX1362
 KX1362  NGVD 29 (??/??/92)  233.374  (m)          765.66   (f) ADJ UNCH    1 2
 KX1362
 KX1362.Superseded values are not recommended for survey control.
 KX1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1362.See file dsdata.txt to determine how the superseded data were derived.
 KX1362
 KX1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE025564(NAD 83)
 KX1362_MARKER: DB = BENCH MARK DISK
 KX1362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1362_SP_SET: SIGNAL TOWER BASE
 KX1362_STAMPING: D 130 1941
 KX1362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1362
 KX1362  HISTORY     - Date     Condition        Report By
 KX1362  HISTORY     - 1941     MONUMENTED       CGS
 KX1362  HISTORY     - 1960     MARK NOT FOUND   NGS
 KX1362
 KX1362                          STATION DESCRIPTION
 KX1362
 KX1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KX1362'5 MI NW FROM WEST NEWTON.
 KX1362'5.0 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KX1362'FROM THE MUNICIPAL BUILDING AT WEST NEWTON, WESTMORELAND COUNTY,
 KX1362'19 RAILS SOUTHWEST OF MILEPOST 300, 60 FEET NORTHWEST OF SIGNAL
 KX1362'TOWER W 299.46, 22 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 KX1362'EAST BOUND TRACK, 13.4 FEET SOUTH OF THE SOUTH CORNER OF A
 KX1362'FLAGMANS SHANTY, AND IN AN OLD SIGNAL TOWER BASE, AND FLUSH
 KX1362'WITH THE GROUND.  A STANDARD DISK, STAMPED D 130 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1264 ***********************************************************************
 KX1264  DESIGNATION -  D 131
 KX1264  PID         -  KX1264
 KX1264  STATE/COUNTY-  PA/ALLEGHENY
 KX1264  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1264
 KX1264                         *CURRENT SURVEY CONTROL
 KX1264  ___________________________________________________________________
 KX1264* NAD 83(1986)-  40 25 57.     (N)    079 57 40.     (W)     SCALED    
 KX1264* NAVD 88     -       228.599  (meters)     750.00   (feet)  ADJUSTED  
 KX1264  ___________________________________________________________________
 KX1264  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KX1264  DYNAMIC HT  -         228.481 (meters)     749.61  (feet)  COMP
 KX1264  MODELED GRAV-     980,103.8   (mgal)                       NAVD 88
 KX1264
 KX1264  VERT ORDER  -  FIRST     CLASS I
 KX1264
 KX1264.The horizontal coordinates were scaled from a topographic map and have
 KX1264.an estimated accuracy of +/- 6 seconds.
 KX1264
 KX1264.The orthometric height was determined by differential leveling
 KX1264.and adjusted by the National Geodetic Survey in June 1991..
 KX1264.WARNING-Repeat measurements at this control monument indicate possible
 KX1264.vertical movement.
 KX1264
 KX1264.The geoid height was determined by GEOID03.
 KX1264
 KX1264.The dynamic height is computed by dividing the NAVD 88
 KX1264.geopotential number by the normal gravity value computed on the
 KX1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1264.degrees latitude (g = 980.6199 gals.).
 KX1264
 KX1264.The modeled gravity was interpolated from observed gravity values.
 KX1264
 KX1264;                    North         East    Units  Estimated Accuracy
 KX1264;SPC PA S     -   124,400.      412,410.      MT  (+/- 180 meters Scaled)
 KX1264
 KX1264                          SUPERSEDED SURVEY CONTROL
 KX1264
 KX1264  NGVD 29 (??/??/92)  228.765  (m)          750.54   (f) ADJ UNCH    1 1
 KX1264
 KX1264.Superseded values are not recommended for survey control.
 KX1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1264.See file dsdata.txt to determine how the superseded data were derived.
 KX1264
 KX1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE881762(NAD 83)
 KX1264_MARKER: DB = BENCH MARK DISK
 KX1264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1264_SP_SET: RETAINING WALL
 KX1264_STAMPING: D 131 1941
 KX1264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1264_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KX1264+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 KX1264
 KX1264  HISTORY     - Date     Condition        Report By
 KX1264  HISTORY     - 1941     MONUMENTED       CGS
 KX1264  HISTORY     - 1966     GOOD             NGS
 KX1264  HISTORY     - 20060405 GOOD             PADT
 KX1264
 KX1264                          STATION DESCRIPTION
 KX1264
 KX1264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX1264'AT PITTSBURGH.
 KX1264'ABOUT 2.0 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD
 KX1264'FROM THE STATION AT PITTSBURGH, ABOUT 0.15 MILE NORTHWEST
 KX1264'OF THE RAILROAD OVERPASS OVER STATE HIGHWAY 885 AND BATES STREET,
 KX1264'ABOUT 2 1/3 RAILS SOUTHEAST OF THE SOUTHEAST END OF THE JONES
 KX1264'AND LAUGHLIN STEEL CORP. STRIP SHEET MILL OFFICE, SET IN THE TOP
 KX1264'OF A LONG CONCRETE RETAINING WALL BETWEEN THE TRACK AND SECOND
 KX1264'STREET, 11.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE EAST
 KX1264'BOUND TRACK AND 1 1/2 FEET BELOW LEVEL OF TRACK.
 KX1264
 KX1264                          STATION RECOVERY (2006)
 KX1264
 KX1264'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (JW)
 KX1264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1277 ***********************************************************************
 KX1277  DESIGNATION -  D 132
 KX1277  PID         -  KX1277
 KX1277  STATE/COUNTY-  PA/FAYETTE
 KX1277  USGS QUAD   -  FAYETTE CITY (1979)
 KX1277
 KX1277                         *CURRENT SURVEY CONTROL
 KX1277  ___________________________________________________________________
 KX1277* NAD 83(1986)-  40 01 32.     (N)    079 50 19.     (W)     SCALED    
 KX1277* NAVD 88     -       246.478  (meters)     808.65   (feet)  POSTED    
 KX1277  ___________________________________________________________________
 KX1277  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KX1277  DYNAMIC HT  -         246.340 (meters)     808.20  (feet)  COMP
 KX1277  MODELED GRAV-     980,062.8   (mgal)                       NAVD 88
 KX1277
 KX1277  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 KX1277
 KX1277.The horizontal coordinates were scaled from a topographic map and have
 KX1277.an estimated accuracy of +/- 6 seconds.
 KX1277
 KX1277.The orthometric height was determined by differential leveling
 KX1277.and adjusted by the National Geodetic Survey in 1992..
 KX1277.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 KX1277.rate of 3.1 thru 4.0 mm/km.
 KX1277
 KX1277.The geoid height was determined by GEOID03.
 KX1277
 KX1277.The dynamic height is computed by dividing the NAVD 88
 KX1277.geopotential number by the normal gravity value computed on the
 KX1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1277.degrees latitude (g = 980.6199 gals.).
 KX1277
 KX1277.The modeled gravity was interpolated from observed gravity values.
 KX1277
 KX1277;                    North         East    Units  Estimated Accuracy
 KX1277;SPC PA S     -    78,970.      421,730.      MT  (+/- 180 meters Scaled)
 KX1277
 KX1277                          SUPERSEDED SURVEY CONTROL
 KX1277
 KX1277  NGVD 29 (??/??/92)  246.658  (m)          809.24   (f) ADJ UNCH    1 2
 KX1277
 KX1277.Superseded values are not recommended for survey control.
 KX1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1277.See file dsdata.txt to determine how the superseded data were derived.
 KX1277
 KX1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE991312(NAD 83)
 KX1277_MARKER: DB = BENCH MARK DISK
 KX1277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1277_SP_SET: SIGNAL TOWER BASE
 KX1277_STAMPING: D 132 1941
 KX1277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1277
 KX1277  HISTORY     - Date     Condition        Report By
 KX1277  HISTORY     - 1941     MONUMENTED       CGS
 KX1277  HISTORY     - 1983     MARK NOT FOUND   NGS
 KX1277
 KX1277                          STATION DESCRIPTION
 KX1277
 KX1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1277'2.9 MI SE FROM WEST BROWNSVILLE JCT.
 KX1277'IN FAYETTE COUNTY, 2.9 MILES SOUTHEAST ALONG THE PENNSYLVANIA
 KX1277'RAILROAD FROM THE STATION AT WEST BROWNSVILLE JUNCTION, WASHINGTON
 KX1277'COUNTY, 46 RAILS WEST OF MILEPOST 55, IN THE EAST CORNER OF AN
 KX1277'OLD SIGNAL TOWER BASE, 7.4 FEET NORTH OF THE NORTH RAIL, AND
 KX1277'0.5 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 KX1277'D 132 1941.
 KX1277
 KX1277                          STATION RECOVERY (1983)
 KX1277
 KX1277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1277'NOT RECOVERED, BELIEVED DESTROYED AS THE SIGNAL BASE COULD NOT BE
 KX1277'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1304 ***********************************************************************
 KX1304  DESIGNATION -  D 133
 KX1304  PID         -  KX1304
 KX1304  STATE/COUNTY-  PA/WASHINGTON
 KX1304  USGS QUAD   -  MONONGAHELA (1993)
 KX1304
 KX1304                         *CURRENT SURVEY CONTROL
 KX1304  ___________________________________________________________________
 KX1304* NAD 83(1986)-  40 14 09.     (N)    079 58 09.     (W)     SCALED    
 KX1304* NAVD 88     -       229.870  (meters)     754.17   (feet)  ADJUSTED  
 KX1304  ___________________________________________________________________
 KX1304  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 KX1304  DYNAMIC HT  -         229.747 (meters)     753.76  (feet)  COMP
 KX1304  MODELED GRAV-     980,087.1   (mgal)                       NAVD 88
 KX1304
 KX1304  VERT ORDER  -  FIRST     CLASS II
 KX1304
 KX1304.The horizontal coordinates were scaled from a topographic map and have
 KX1304.an estimated accuracy of +/- 6 seconds.
 KX1304
 KX1304.The orthometric height was determined by differential leveling
 KX1304.and adjusted by the National Geodetic Survey in June 1991..
 KX1304
 KX1304.The geoid height was determined by GEOID03.
 KX1304
 KX1304.The dynamic height is computed by dividing the NAVD 88
 KX1304.geopotential number by the normal gravity value computed on the
 KX1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1304.degrees latitude (g = 980.6199 gals.).
 KX1304
 KX1304.The modeled gravity was interpolated from observed gravity values.
 KX1304
 KX1304;                    North         East    Units  Estimated Accuracy
 KX1304;SPC PA S     -   102,580.      411,180.      MT  (+/- 180 meters Scaled)
 KX1304
 KX1304                          SUPERSEDED SURVEY CONTROL
 KX1304
 KX1304  NGVD 29 (??/??/92)  230.041  (m)          754.73   (f) ADJ UNCH    1 2
 KX1304
 KX1304.Superseded values are not recommended for survey control.
 KX1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1304.See file dsdata.txt to determine how the superseded data were derived.
 KX1304
 KX1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE876544(NAD 83)
 KX1304_MARKER: DB = BENCH MARK DISK
 KX1304_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1304_SP_SET: SIGNAL TOWER BASE
 KX1304_STAMPING: D 133 1941
 KX1304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1304
 KX1304  HISTORY     - Date     Condition        Report By
 KX1304  HISTORY     - 1941     MONUMENTED       CGS
 KX1304  HISTORY     - 1950     GOOD             NGS
 KX1304  HISTORY     - 1983     MARK NOT FOUND   NGS
 KX1304
 KX1304                          STATION DESCRIPTION
 KX1304
 KX1304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KX1304'4.1 MI N FROM MONONGAHELA.
 KX1304'4.1 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1304'STATION AT MONONGAHELA, 18 RAILS NORTHEAST OF MILEPOST 260,
 KX1304'BETWEEN THE TRACKS AND THE RIVER, 8 FEET SOUTHEAST OF THE
 KX1304'SOUTHEAST RAIL OF THE SOUTHEAST TRACK, AND IN THE NORTH CORNER
 KX1304'OF THE BASE OF SIGNAL TOWER 260.  A STANDARD DISK, STAMPED
 KX1304'D 133 1941.
 KX1304
 KX1304                          STATION RECOVERY (1983)
 KX1304
 KX1304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1304'NOT RECOVERED, ASSUMED DESTROYED AS THE SIGNAL BASE IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1517 ***********************************************************************
 KX1517  DESIGNATION -  D 134
 KX1517  PID         -  KX1517
 KX1517  STATE/COUNTY-  PA/ARMSTRONG
 KX1517  USGS QUAD   -  KITTANNING (1993)
 KX1517
 KX1517                         *CURRENT SURVEY CONTROL
 KX1517  ___________________________________________________________________
 KX1517* NAD 83(1986)-  40 46 16.     (N)    079 31 57.     (W)     SCALED    
 KX1517* NAVD 88     -       241.924  (meters)     793.71   (feet)  ADJUSTED  
 KX1517  ___________________________________________________________________
 KX1517  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KX1517  DYNAMIC HT  -         241.803 (meters)     793.32  (feet)  COMP
 KX1517  MODELED GRAV-     980,120.1   (mgal)                       NAVD 88
 KX1517
 KX1517  VERT ORDER  -  FIRST     CLASS II
 KX1517
 KX1517.The horizontal coordinates were scaled from a topographic map and have
 KX1517.an estimated accuracy of +/- 6 seconds.
 KX1517
 KX1517.The orthometric height was determined by differential leveling
 KX1517.and adjusted by the National Geodetic Survey in June 1991..
 KX1517
 KX1517.The geoid height was determined by GEOID03.
 KX1517
 KX1517.The dynamic height is computed by dividing the NAVD 88
 KX1517.geopotential number by the normal gravity value computed on the
 KX1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1517.degrees latitude (g = 980.6199 gals.).
 KX1517
 KX1517.The modeled gravity was interpolated from observed gravity values.
 KX1517
 KX1517;                    North         East    Units  Estimated Accuracy
 KX1517;SPC PA S     -   161,170.      449,530.      MT  (+/- 180 meters Scaled)
 KX1517
 KX1517                          SUPERSEDED SURVEY CONTROL
 KX1517
 KX1517  NGVD 29 (??/??/92)  242.101  (m)          794.29   (f) ADJ UNCH    1 2
 KX1517
 KX1517.Superseded values are not recommended for survey control.
 KX1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1517.See file dsdata.txt to determine how the superseded data were derived.
 KX1517
 KX1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF238143(NAD 83)
 KX1517_MARKER: DB = BENCH MARK DISK
 KX1517_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1517_SP_SET: PLATFORM
 KX1517_STAMPING: D 134 1941
 KX1517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1517
 KX1517  HISTORY     - Date     Condition        Report By
 KX1517  HISTORY     - 1941     MONUMENTED       CGS
 KX1517  HISTORY     - 1952     GOOD             NGS
 KX1517  HISTORY     - 20050901 MARK NOT FOUND   PADT
 KX1517
 KX1517                          STATION DESCRIPTION
 KX1517
 KX1517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KX1517'8.6 MI SW FROM MOSGROVE.
 KX1517'AT FORD CITY, ARMSTRONG COUNTY, ON THE PENNSYLVANIA RAILROAD,
 KX1517'IN THE NORTH WALL OF THE STATION, 138 FEET DOWNSTREAM FROM
 KX1517'MILEPOST 41, 15.6 FEET LANDWARD OF THE LAND RAIL, AND 2.9 FEET
 KX1517'ABOVE THE BRICK PLATFORM.  A STANDARD DISK, STAMPED D 134 1941 AND
 KX1517'SET VERTICALLY.
 KX1517
 KX1517                          STATION RECOVERY (2005)
 KX1517
 KX1517'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 KX1517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0094 ***********************************************************************
 ND0094  DESIGNATION -  D 135
 ND0094  PID         -  ND0094
 ND0094  STATE/COUNTY-  PA/ERIE
 ND0094  USGS QUAD   -  ERIE SOUTH (1996)
 ND0094
 ND0094                         *CURRENT SURVEY CONTROL
 ND0094  ___________________________________________________________________
 ND0094* NAD 83(1986)-  42 06 47.     (N)    080 00 08.     (W)     SCALED    
 ND0094* NAVD 88     -       295.996  (meters)     971.11   (feet)  ADJUSTED  
 ND0094  ___________________________________________________________________
 ND0094  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 ND0094  DYNAMIC HT  -         295.888 (meters)     970.76  (feet)  COMP
 ND0094  MODELED GRAV-     980,248.6   (mgal)                       NAVD 88
 ND0094
 ND0094  VERT ORDER  -  FIRST     CLASS II
 ND0094
 ND0094.The horizontal coordinates were scaled from a topographic map and have
 ND0094.an estimated accuracy of +/- 6 seconds.
 ND0094
 ND0094.The orthometric height was determined by differential leveling
 ND0094.and adjusted by the National Geodetic Survey in June 1991..
 ND0094
 ND0094.The geoid height was determined by GEOID03.
 ND0094
 ND0094.The dynamic height is computed by dividing the NAVD 88
 ND0094.geopotential number by the normal gravity value computed on the
 ND0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0094.degrees latitude (g = 980.6199 gals.).
 ND0094
 ND0094.The modeled gravity was interpolated from observed gravity values.
 ND0094
 ND0094;                    North         East    Units  Estimated Accuracy
 ND0094;SPC PA N     -   218,590.      413,750.      MT  (+/- 180 meters Scaled)
 ND0094
 ND0094                          SUPERSEDED SURVEY CONTROL
 ND0094
 ND0094  NGVD 29 (??/??/92)  296.177  (m)          971.71   (f) ADJ UNCH    1 2
 ND0094
 ND0094.Superseded values are not recommended for survey control.
 ND0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0094.See file dsdata.txt to determine how the superseded data were derived.
 ND0094
 ND0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG824628(NAD 83)
 ND0094_MARKER: DB = BENCH MARK DISK
 ND0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ND0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ND0094_STAMPING: D 135 1941
 ND0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ND0094+STABILITY: SURFACE MOTION
 ND0094
 ND0094  HISTORY     - Date     Condition        Report By
 ND0094  HISTORY     - 1941     MONUMENTED       CGS
 ND0094  HISTORY     - 1961     MARK NOT FOUND   NGS
 ND0094
 ND0094                          STATION DESCRIPTION
 ND0094
 ND0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ND0094'6.0 MI SE FROM ERIE.
 ND0094'6.0 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 ND0094'STATION AT ERIE, ERIE COUNTY, 53.6 FEET NORTHWEST OF MILEPOST 6,
 ND0094'IN THE NORTH QUARTER OF A ROAD CROSSING, 25.9 FEET NORTHWEST OF THE
 ND0094'NORTHWEST RAIL OF THE NORTHWEST TRACK, 24 FEET NORTHEAST OF THE
 ND0094'CENTERLINE OF THE ROAD, 1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS
 ND0094'POST, AND 4 FEET HIGHER THAN THE TRACK. A STANDARD DISK, STAMPED
 ND0094'D 135 1941 AND SET IN THE TOP OF A CONCRETE POST. NOTE--MARK
 ND0094'APPARENTLY DESTROYED DURING WIDENING OF ROADBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0860 ***********************************************************************
 KX0860  DESIGNATION -  D 137
 KX0860  PID         -  KX0860
 KX0860  STATE/COUNTY-  PA/WESTMORELAND
 KX0860  USGS QUAD   -  AVONMORE (1998)
 KX0860
 KX0860                         *CURRENT SURVEY CONTROL
 KX0860  ___________________________________________________________________
 KX0860* NAD 83(1986)-  40 31 51.     (N)    079 28 42.     (W)     SCALED    
 KX0860* NAVD 88     -       255.166  (meters)     837.16   (feet)  ADJUSTED  
 KX0860  ___________________________________________________________________
 KX0860  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KX0860  DYNAMIC HT  -         255.033 (meters)     836.72  (feet)  COMP
 KX0860  MODELED GRAV-     980,099.3   (mgal)                       NAVD 88
 KX0860
 KX0860  VERT ORDER  -  FIRST     CLASS II
 KX0860
 KX0860.The horizontal coordinates were scaled from a topographic map and have
 KX0860.an estimated accuracy of +/- 6 seconds.
 KX0860
 KX0860.The orthometric height was determined by differential leveling
 KX0860.and adjusted by the National Geodetic Survey in June 1991..
 KX0860
 KX0860.The geoid height was determined by GEOID03.
 KX0860
 KX0860.The dynamic height is computed by dividing the NAVD 88
 KX0860.geopotential number by the normal gravity value computed on the
 KX0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0860.degrees latitude (g = 980.6199 gals.).
 KX0860
 KX0860.The modeled gravity was interpolated from observed gravity values.
 KX0860
 KX0860;                    North         East    Units  Estimated Accuracy
 KX0860;SPC PA S     -   134,400.      453,580.      MT  (+/- 180 meters Scaled)
 KX0860
 KX0860                          SUPERSEDED SURVEY CONTROL
 KX0860
 KX0860  NGVD 29 (??/??/92)  255.344  (m)          837.74   (f) ADJ UNCH    1 2
 KX0860
 KX0860.Superseded values are not recommended for survey control.
 KX0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0860.See file dsdata.txt to determine how the superseded data were derived.
 KX0860
 KX0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE288877(NAD 83)
 KX0860_MARKER: DB = BENCH MARK DISK
 KX0860_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0860_SP_SET: BRIDGE
 KX0860_STAMPING: D 137 1941
 KX0860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0860
 KX0860  HISTORY     - Date     Condition        Report By
 KX0860  HISTORY     - 1941     MONUMENTED       CGS
 KX0860  HISTORY     - 1952     GOOD             USGS
 KX0860
 KX0860                          STATION DESCRIPTION
 KX0860
 KX0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX0860'20 MI SE FROM SCHENLEY.
 KX0860'IN WESTMORELAND COUNTY, ABOUT 20 MILES SOUTHEAST ALONG THE
 KX0860'PENNSYLVANIA RAILROAD FROM SCHENLEY, ARMSTRONG COUNTY, ABOUT 0.9
 KX0860'MILE WEST OF AVONMORE, IN THE TOP OF THE DOWNSTREAM END OF THE
 KX0860'LEFT BANK ABUTMENT OF THE RAILROAD BRIDGE OVER KISKIMINETAS
 KX0860'RIVER AT THE EAST END OF A TUNNEL, 9.4 FEET NORTH OF THE NORTH
 KX0860'RAIL, AND 5.5 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 KX0860'DISK, STAMPED D 137 1941.  NOTE-- THE RAILROAD, TUNNEL AND BRIDGE
 KX0860'MENTIONED IN THE DESCRIPTION HAVE BEEN ABANDONED.  THE BRIDGE
 KX0860'ABUTMENTS ARE STANDING AND THE BENCH MARK WAS FOUND 0.4 MILE
 KX0860'UPSTREAM FROM THE PRESENT RAILROAD BRIDGE.
 KX0860
 KX0860                          STATION RECOVERY (1952)
 KX0860
 KX0860'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 KX0860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1223 ***********************************************************************
 MA1223  DESIGNATION -  D 138
 MA1223  PID         -  MA1223
 MA1223  STATE/COUNTY-  PA/VENANGO
 MA1223  USGS QUAD   -  KENNERDELL (1981)
 MA1223
 MA1223                         *CURRENT SURVEY CONTROL
 MA1223  ___________________________________________________________________
 MA1223* NAD 83(1986)-  41 17 36.     (N)    079 51 07.     (W)     SCALED    
 MA1223* NAVD 88     -       290.822  (meters)     954.14   (feet)  ADJUSTED  
 MA1223  ___________________________________________________________________
 MA1223  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MA1223  DYNAMIC HT  -         290.689 (meters)     953.70  (feet)  COMP
 MA1223  MODELED GRAV-     980,158.2   (mgal)                       NAVD 88
 MA1223
 MA1223  VERT ORDER  -  FIRST     CLASS II
 MA1223
 MA1223.The horizontal coordinates were scaled from a topographic map and have
 MA1223.an estimated accuracy of +/- 6 seconds.
 MA1223
 MA1223.The orthometric height was determined by differential leveling
 MA1223.and adjusted by the National Geodetic Survey in June 1991..
 MA1223
 MA1223.The geoid height was determined by GEOID03.
 MA1223
 MA1223.The dynamic height is computed by dividing the NAVD 88
 MA1223.geopotential number by the normal gravity value computed on the
 MA1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1223.degrees latitude (g = 980.6199 gals.).
 MA1223
 MA1223.The modeled gravity was interpolated from observed gravity values.
 MA1223
 MA1223;                    North         East    Units  Estimated Accuracy
 MA1223;SPC PA N     -   127,260.      423,960.      MT  (+/- 180 meters Scaled)
 MA1223
 MA1223                          SUPERSEDED SURVEY CONTROL
 MA1223
 MA1223  NGVD 29 (??/??/92)  290.996  (m)          954.71   (f) ADJ UNCH    1 2
 MA1223
 MA1223.Superseded values are not recommended for survey control.
 MA1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1223.See file dsdata.txt to determine how the superseded data were derived.
 MA1223
 MA1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF961719(NAD 83)
 MA1223_MARKER: DB = BENCH MARK DISK
 MA1223_SETTING: 66 = SET IN ROCK OUTCROP
 MA1223_SP_SET: ROCK OUTCROP
 MA1223_STAMPING: D 138 1941
 MA1223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA1223+STABILITY: POSITION/ELEVATION WELL
 MA1223
 MA1223  HISTORY     - Date     Condition        Report By
 MA1223  HISTORY     - 1941     MONUMENTED       CGS
 MA1223
 MA1223                          STATION DESCRIPTION
 MA1223
 MA1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA1223'2 MI S FROM BRANDON.
 MA1223'ABOUT 2 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM BRANDON,
 MA1223'VENANGO COUNTY, ABOUT 1,100 FEET UPSTREAM FROM MILEPOST 111, 9.2
 MA1223'FEET LANDWARD OF THE LAND RAIL, IN THE TOP OF A NATIVE ROCK
 MA1223'OUTCROP, AND ABOUT 1 FOOT BELOW THE TOP OF THE RAIL.  A STANDARD
 MA1223'DISK, STAMPED D 138 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0792 ***********************************************************************
 MA0792  DESIGNATION -  D 139
 MA0792  PID         -  MA0792
 MA0792  STATE/COUNTY-  PA/WARREN
 MA0792  USGS QUAD   -  YOUNGSVILLE (1981)
 MA0792
 MA0792                         *CURRENT SURVEY CONTROL
 MA0792  ___________________________________________________________________
 MA0792* NAD 83(1986)-  41 48 42.     (N)    079 16 55.     (W)     SCALED    
 MA0792* NAVD 88     -       350.378  (meters)    1149.53   (feet)  ADJUSTED  
 MA0792  ___________________________________________________________________
 MA0792  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 MA0792  DYNAMIC HT  -         350.230 (meters)    1149.05  (feet)  COMP
 MA0792  MODELED GRAV-     980,190.3   (mgal)                       NAVD 88
 MA0792
 MA0792  VERT ORDER  -  FIRST     CLASS II
 MA0792
 MA0792.The horizontal coordinates were scaled from a topographic map and have
 MA0792.an estimated accuracy of +/- 6 seconds.
 MA0792
 MA0792.The orthometric height was determined by differential leveling
 MA0792.and adjusted by the National Geodetic Survey in June 1991..
 MA0792
 MA0792.The geoid height was determined by GEOID03.
 MA0792
 MA0792.The dynamic height is computed by dividing the NAVD 88
 MA0792.geopotential number by the normal gravity value computed on the
 MA0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0792.degrees latitude (g = 980.6199 gals.).
 MA0792
 MA0792.The modeled gravity was interpolated from observed gravity values.
 MA0792
 MA0792;                    North         East    Units  Estimated Accuracy
 MA0792;SPC PA N     -   183,810.      472,710.      MT  (+/- 180 meters Scaled)
 MA0792
 MA0792                          SUPERSEDED SURVEY CONTROL
 MA0792
 MA0792  NGVD 29 (??/??/92)  350.541  (m)         1150.07   (f) ADJ UNCH    1 2
 MA0792
 MA0792.Superseded values are not recommended for survey control.
 MA0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0792.See file dsdata.txt to determine how the superseded data were derived.
 MA0792
 MA0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG427302(NAD 83)
 MA0792_MARKER: DB = BENCH MARK DISK
 MA0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0792_STAMPING: D 139 1941
 MA0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0792+STABILITY: SURFACE MOTION
 MA0792
 MA0792  HISTORY     - Date     Condition        Report By
 MA0792  HISTORY     - 1941     MONUMENTED       CGS
 MA0792  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 MA0792
 MA0792                          STATION DESCRIPTION
 MA0792
 MA0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA0792'2.1 MI S FROM IRVINETON.
 MA0792'ABOUT 2.1 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0792'IRVINETON, WARREN COUNTY, ABOUT 0.9 MILE NORTH OF THE
 MA0792'IRVINETON-TIDIOUTE ROAD CROSSING, 13.0 FEET EAST OF MILEPOST 48,
 MA0792'16.8 FEET SOUTHEAST OF A POLE, AND 26 FEET EAST OF THE EAST
 MA0792'RAIL.  A STANDARD DISK, STAMPED D 139 1941 AND SET IN THE TOP
 MA0792'OF A CONCRETE POST.
 MA0792
 MA0792                          STATION RECOVERY (2003)
 MA0792
 MA0792'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 MA0792'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1283 ***********************************************************************
 MA1283  DESIGNATION -  D 140
 MA1283  PID         -  MA1283
 MA1283  STATE/COUNTY-  PA/VENANGO
 MA1283  USGS QUAD   -  OIL CITY (1977)
 MA1283
 MA1283                         *CURRENT SURVEY CONTROL
 MA1283  ___________________________________________________________________
 MA1283* NAD 83(1986)-  41 27 39.     (N)    079 37 40.     (W)     SCALED    
 MA1283* NAVD 88     -       313.620  (meters)    1028.93   (feet)  ADJUSTED  
 MA1283  ___________________________________________________________________
 MA1283  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 MA1283  DYNAMIC HT  -         313.479 (meters)    1028.47  (feet)  COMP
 MA1283  MODELED GRAV-     980,165.9   (mgal)                       NAVD 88
 MA1283
 MA1283  VERT ORDER  -  FIRST     CLASS II
 MA1283
 MA1283.The horizontal coordinates were scaled from a topographic map and have
 MA1283.an estimated accuracy of +/- 6 seconds.
 MA1283
 MA1283.The orthometric height was determined by differential leveling
 MA1283.and adjusted by the National Geodetic Survey in June 1991..
 MA1283
 MA1283.The geoid height was determined by GEOID03.
 MA1283
 MA1283.The dynamic height is computed by dividing the NAVD 88
 MA1283.geopotential number by the normal gravity value computed on the
 MA1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1283.degrees latitude (g = 980.6199 gals.).
 MA1283
 MA1283.The modeled gravity was interpolated from observed gravity values.
 MA1283
 MA1283;                    North         East    Units  Estimated Accuracy
 MA1283;SPC PA N     -   145,420.      443,140.      MT  (+/- 180 meters Scaled)
 MA1283
 MA1283                          SUPERSEDED SURVEY CONTROL
 MA1283
 MA1283  NGVD 29 (??/??/92)  313.793  (m)         1029.50   (f) ADJ UNCH    1 2
 MA1283
 MA1283.Superseded values are not recommended for survey control.
 MA1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1283.See file dsdata.txt to determine how the superseded data were derived.
 MA1283
 MA1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF146908(NAD 83)
 MA1283_MARKER: DB = BENCH MARK DISK
 MA1283_SETTING: 80 = SET IN A BOULDER
 MA1283_SP_SET: BOULDER
 MA1283_STAMPING: D 140 1941
 MA1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1283+STABILITY: SURFACE MOTION
 MA1283
 MA1283  HISTORY     - Date     Condition        Report By
 MA1283  HISTORY     - 1941     MONUMENTED       CGS
 MA1283
 MA1283                          STATION DESCRIPTION
 MA1283
 MA1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA1283'0.9 MI NW FROM OLEOPOLIS.
 MA1283'ABOUT 0.9 MILE NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA1283'STATION AT OLEOPOLIS, VENANGO COUNTY, ABOUT 5 RAILS EAST OF POLE
 MA1283'8+10, JUST ABOVE THE NORTH END OF A 12-INCH CULVERT, 12.0 FEET
 MA1283'NORTH OF THE NORTH RAIL, 16.6 FEET WEST OF POLE 8+11, UNDER LINE
 MA1283'OF TELEGRAPH WIRES, AND IN A LARGE BOULDER.  A STANDARD DISK,
 MA1283'STAMPED D 140 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1536 ***********************************************************************
 MA1536  DESIGNATION -  D 142
 MA1536  PID         -  MA1536
 MA1536  STATE/COUNTY-  PA/CRAWFORD
 MA1536  USGS QUAD   -  MILLERS STATION (1977)
 MA1536
 MA1536                         *CURRENT SURVEY CONTROL
 MA1536  ___________________________________________________________________
 MA1536* NAD 83(1986)-  41 49 15.     (N)    079 59 14.     (W)     SCALED    
 MA1536* NAVD 88     -       352.921  (meters)    1157.88   (feet)  ADJUSTED  
 MA1536  ___________________________________________________________________
 MA1536  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 MA1536  DYNAMIC HT  -         352.776 (meters)    1157.40  (feet)  COMP
 MA1536  MODELED GRAV-     980,202.9   (mgal)                       NAVD 88
 MA1536
 MA1536  VERT ORDER  -  FIRST     CLASS II
 MA1536
 MA1536.The horizontal coordinates were scaled from a topographic map and have
 MA1536.an estimated accuracy of +/- 6 seconds.
 MA1536
 MA1536.The orthometric height was determined by differential leveling
 MA1536.and adjusted by the National Geodetic Survey in June 1991..
 MA1536
 MA1536.The geoid height was determined by GEOID03.
 MA1536
 MA1536.The dynamic height is computed by dividing the NAVD 88
 MA1536.geopotential number by the normal gravity value computed on the
 MA1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1536.degrees latitude (g = 980.6199 gals.).
 MA1536
 MA1536.The modeled gravity was interpolated from observed gravity values.
 MA1536
 MA1536;                    North         East    Units  Estimated Accuracy
 MA1536;SPC PA N     -   186,110.      414,150.      MT  (+/- 180 meters Scaled)
 MA1536
 MA1536                          SUPERSEDED SURVEY CONTROL
 MA1536
 MA1536  NGVD 29 (??/??/92)  353.093  (m)         1158.44   (f) ADJ UNCH    1 2
 MA1536
 MA1536.Superseded values are not recommended for survey control.
 MA1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1536.See file dsdata.txt to determine how the superseded data were derived.
 MA1536
 MA1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG841303(NAD 83)
 MA1536_MARKER: DB = BENCH MARK DISK
 MA1536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1536_STAMPING: D 142 1941
 MA1536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1536+STABILITY: SURFACE MOTION
 MA1536
 MA1536  HISTORY     - Date     Condition        Report By
 MA1536  HISTORY     - 1941     MONUMENTED       CGS
 MA1536
 MA1536                          STATION DESCRIPTION
 MA1536
 MA1536'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA1536'4 MI NE FROM CAMBRIDGE.
 MA1536'4.0 MILES NORTHEAST ALONG THE ERIE RAILROAD FROM THE STATION
 MA1536'AT CAMBRIDGE SPRINGS, CRAWFORD COUNTY, 84 FEET SOUTH OF MILEPOST
 MA1536'84, AT A ROAD CROSSING, 24.5 FEET SOUTHEAST OF THE SOUTHEAST
 MA1536'RAIL, 22.6 FEET WEST OF THE CENTERLINE OF THE ROAD, 6.4 FEET
 MA1536'NORTHEAST OF THE FIRST POLE SOUTHWEST OF THE CROSSING, 1 FOOT
 MA1536'WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 5 FEET LOWER THAN
 MA1536'THE TRACK.  A STANDARD DISK, STAMPED D 142 1941 AND SET IN THE
 MA1536'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1485 ***********************************************************************
 MA1485  DESIGNATION -  D 143 RESET
 MA1485  PID         -  MA1485
 MA1485  STATE/COUNTY-  PA/ERIE
 MA1485  USGS QUAD   -  UNION CITY (1977)
 MA1485
 MA1485                         *CURRENT SURVEY CONTROL
 MA1485  ___________________________________________________________________
 MA1485* NAD 83(1986)-  41 53 34.     (N)    079 48 18.     (W)     SCALED    
 MA1485* NAVD 88     -       399.98   (+/-2cm)    1312.3    (feet)  VERTCON   
 MA1485  ___________________________________________________________________
 MA1485  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 MA1485
 MA1485  VERT ORDER  -  THIRD (See Below)
 MA1485
 MA1485.The horizontal coordinates were scaled from a topographic map and have
 MA1485.an estimated accuracy of +/- 6 seconds.
 MA1485
 MA1485.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA1485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA1485.The vertical order pertains to the NGVD 29 superseded value.
 MA1485
 MA1485.The geoid height was determined by GEOID03.
 MA1485
 MA1485;                    North         East    Units  Estimated Accuracy
 MA1485;SPC PA N     -   193,720.      429,470.      MT  (+/- 180 meters Scaled)
 MA1485
 MA1485                          SUPERSEDED SURVEY CONTROL
 MA1485
 MA1485  NGVD 29 (??/??/??)  400.14   (m)         1312.8    (f) RESET       3  
 MA1485
 MA1485.Superseded values are not recommended for survey control.
 MA1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1485.See file dsdata.txt to determine how the superseded data were derived.
 MA1485
 MA1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG991385(NAD 83)
 MA1485_MARKER: DB = BENCH MARK DISK
 MA1485_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1485_SP_SET: ABUTMENT
 MA1485_STAMPING: D 143 RESET 1945
 MA1485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1485
 MA1485  HISTORY     - Date     Condition        Report By
 MA1485  HISTORY     - 1945     MONUMENTED       CGS
 MA1485  HISTORY     - 1950     GOOD             NGS
 MA1485
 MA1485                          STATION DESCRIPTION
 MA1485
 MA1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 MA1485'2.1 MI E FROM UNION CITY.
 MA1485'2.1 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA1485'AT UNION CITY, 0.2 MILE EAST OF MILEPOST 28, AT BRIDGE 28.23 OVER
 MA1485'LITTLE FRENCH CREEK, IN THE TOP OF THE BACK WALL OF THE EAST
 MA1485'ABUTMENT, AND 7.8 FEET NORTH OF THE NORTH RAIL.
 MA1485
 MA1485                          STATION RECOVERY (1950)
 MA1485
 MA1485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MA1485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0870 ***********************************************************************
 KW0870  DESIGNATION -  D 144
 KW0870  PID         -  KW0870
 KW0870  STATE/COUNTY-  PA/DAUPHIN
 KW0870  USGS QUAD   -  HARRISBURG WEST (1987)
 KW0870
 KW0870                         *CURRENT SURVEY CONTROL
 KW0870  ___________________________________________________________________
 KW0870* NAD 83(1986)-  40 19 36.     (N)    076 53 38.     (W)     SCALED    
 KW0870* NAVD 88     -       102.957  (meters)     337.78   (feet)  ADJUSTED  
 KW0870  ___________________________________________________________________
 KW0870  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 KW0870  DYNAMIC HT  -         102.906 (meters)     337.62  (feet)  COMP
 KW0870  MODELED GRAV-     980,131.3   (mgal)                       NAVD 88
 KW0870
 KW0870  VERT ORDER  -  FIRST     CLASS I
 KW0870
 KW0870.The horizontal coordinates were scaled from a topographic map and have
 KW0870.an estimated accuracy of +/- 6 seconds.
 KW0870
 KW0870.The orthometric height was determined by differential leveling
 KW0870.and adjusted by the National Geodetic Survey in June 1991..
 KW0870
 KW0870.The geoid height was determined by GEOID03.
 KW0870
 KW0870.The dynamic height is computed by dividing the NAVD 88
 KW0870.geopotential number by the normal gravity value computed on the
 KW0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0870.degrees latitude (g = 980.6199 gals.).
 KW0870
 KW0870.The modeled gravity was interpolated from observed gravity values.
 KW0870
 KW0870;                    North         East    Units  Estimated Accuracy
 KW0870;SPC PA S     -   110,650.      672,750.      MT  (+/- 180 meters Scaled)
 KW0870
 KW0870                          SUPERSEDED SURVEY CONTROL
 KW0870
 KW0870  NGVD 29 (??/??/??)  103.171  (m)          338.49   (f) ADJUSTED    1 1
 KW0870
 KW0870.Superseded values are not recommended for survey control.
 KW0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0870.See file dsdata.txt to determine how the superseded data were derived.
 KW0870
 KW0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK391657(NAD 83)
 KW0870_MARKER: DB = BENCH MARK DISK
 KW0870_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0870_SP_SET: ABUTMENT
 KW0870_STAMPING: D 144 1941
 KW0870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0870
 KW0870  HISTORY     - Date     Condition        Report By
 KW0870  HISTORY     - 1941     MONUMENTED       CGS
 KW0870  HISTORY     - 1966     GOOD             CGS
 KW0870  HISTORY     - 19950311 GOOD             USPSQD
 KW0870  HISTORY     - 20060325 MARK NOT FOUND   GEOCAC
 KW0870
 KW0870                          STATION DESCRIPTION
 KW0870
 KW0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0870'4.4 MI N FROM HARRISBURG.
 KW0870'ABOUT 4.35 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM
 KW0870'THE STATION AT HARRISBURG, SET IN THE TOP OF THE WEST END OF
 KW0870'THE NORTH CONCRETE ABUTMENT OF THE LINGLESTOWN ROAD UNDERPASS,
 KW0870'28 RAILS NORTH OF MILEPOST 109, 4 FEET WEST OF THE WEST RAIL OF
 KW0870'THE WEST TRACK, AND ABOUT 1.0 FOOT BELOW THE LEVEL OF THE TRACK.
 KW0870
 KW0870                          STATION RECOVERY (1995)
 KW0870
 KW0870'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW0870'RECOVERED IN GOOD CONDITION.
 KW0870
 KW0870                          STATION RECOVERY (2006)
 KW0870
 KW0870'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0870'AREA SEARCHED WITH METAL DETECTOR BUT MARK NOT LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1813 ***********************************************************************
 KW1813  DESIGNATION -  D 145
 KW1813  PID         -  KW1813
 KW1813  STATE/COUNTY-  PA/PERRY
 KW1813  USGS QUAD   -  NEWPORT (1973)
 KW1813
 KW1813                         *CURRENT SURVEY CONTROL
 KW1813  ___________________________________________________________________
 KW1813* NAD 83(1986)-  40 28 30.     (N)    077 07 37.     (W)     SCALED    
 KW1813* NAVD 88     -       123.641  (meters)     405.65   (feet)  ADJUSTED  
 KW1813  ___________________________________________________________________
 KW1813  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KW1813  DYNAMIC HT  -         123.583 (meters)     405.46  (feet)  COMP
 KW1813  MODELED GRAV-     980,151.1   (mgal)                       NAVD 88
 KW1813
 KW1813  VERT ORDER  -  FIRST     CLASS I
 KW1813
 KW1813.The horizontal coordinates were scaled from a topographic map and have
 KW1813.an estimated accuracy of +/- 6 seconds.
 KW1813
 KW1813.The orthometric height was determined by differential leveling
 KW1813.and adjusted by the National Geodetic Survey in June 1991..
 KW1813
 KW1813.The geoid height was determined by GEOID03.
 KW1813
 KW1813.The dynamic height is computed by dividing the NAVD 88
 KW1813.geopotential number by the normal gravity value computed on the
 KW1813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1813.degrees latitude (g = 980.6199 gals.).
 KW1813
 KW1813.The modeled gravity was interpolated from observed gravity values.
 KW1813
 KW1813;                    North         East    Units  Estimated Accuracy
 KW1813;SPC PA S     -   126,950.      652,830.      MT  (+/- 180 meters Scaled)
 KW1813
 KW1813                          SUPERSEDED SURVEY CONTROL
 KW1813
 KW1813  NGVD 29 (??/??/??)  123.861  (m)          406.37   (f) ADJUSTED    1 1
 KW1813
 KW1813.Superseded values are not recommended for survey control.
 KW1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1813.See file dsdata.txt to determine how the superseded data were derived.
 KW1813
 KW1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK197826(NAD 83)
 KW1813_MARKER: DB = BENCH MARK DISK
 KW1813_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1813_SP_SET: BRIDGE
 KW1813_STAMPING: D 145 1966
 KW1813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1813
 KW1813  HISTORY     - Date     Condition        Report By
 KW1813  HISTORY     - 1966     MONUMENTED       CGS
 KW1813  HISTORY     - 1966     GOOD             CGS
 KW1813
 KW1813                          STATION DESCRIPTION
 KW1813
 KW1813'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1813'0.3 MI SE FROM NEWPORT.
 KW1813'ABOUT 0.3 MILE SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW1813'THE ABANDONED STATION AT NEWPORT, 0.1 MILE SOUTHEAST OF MILEPOST
 KW1813'132, 4 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST
 KW1813'TRACK, SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 KW1813'STONE HEADWALL OF A DOUBLE ARCH STONE RAILROAD BRIDGE OVER
 KW1813'THE LITTLE BUFFALO CREEK, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 KW1813'RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1363 ***********************************************************************
 KW1363  DESIGNATION -  D 146
 KW1363  PID         -  KW1363
 KW1363  STATE/COUNTY-  PA/DAUPHIN
 KW1363  USGS QUAD   -  MILLERSBURG (1969)
 KW1363
 KW1363                         *CURRENT SURVEY CONTROL
 KW1363  ___________________________________________________________________
 KW1363* NAD 83(1986)-  40 34 53.     (N)    076 57 18.     (W)     SCALED    
 KW1363* NAVD 88     -       121.709  (meters)     399.31   (feet)  ADJUSTED  
 KW1363  ___________________________________________________________________
 KW1363  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KW1363  DYNAMIC HT  -         121.651 (meters)     399.12  (feet)  COMP
 KW1363  MODELED GRAV-     980,152.8   (mgal)                       NAVD 88
 KW1363
 KW1363  VERT ORDER  -  FIRST     CLASS II
 KW1363
 KW1363.The horizontal coordinates were scaled from a topographic map and have
 KW1363.an estimated accuracy of +/- 6 seconds.
 KW1363
 KW1363.The orthometric height was determined by differential leveling
 KW1363.and adjusted by the National Geodetic Survey in June 1991..
 KW1363
 KW1363.The geoid height was determined by GEOID03.
 KW1363
 KW1363.The dynamic height is computed by dividing the NAVD 88
 KW1363.geopotential number by the normal gravity value computed on the
 KW1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1363.degrees latitude (g = 980.6199 gals.).
 KW1363
 KW1363.The modeled gravity was interpolated from observed gravity values.
 KW1363
 KW1363;                    North         East    Units  Estimated Accuracy
 KW1363;SPC PA S     -   138,880.      667,310.      MT  (+/- 180 meters Scaled)
 KW1363
 KW1363                          SUPERSEDED SURVEY CONTROL
 KW1363
 KW1363  NGVD 29 (??/??/??)  121.937  (m)          400.06   (f) ADJUSTED    1 2
 KW1363
 KW1363.Superseded values are not recommended for survey control.
 KW1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1363.See file dsdata.txt to determine how the superseded data were derived.
 KW1363
 KW1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK345941(NAD 83)
 KW1363_MARKER: DB = BENCH MARK DISK
 KW1363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1363_SP_SET: CULVERT
 KW1363_STAMPING: D 146 1941
 KW1363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1363_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1363+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 KW1363
 KW1363  HISTORY     - Date     Condition        Report By
 KW1363  HISTORY     - 1941     MONUMENTED       CGS
 KW1363  HISTORY     - 1989     GOOD             USPSQD
 KW1363  HISTORY     - 20060319 GOOD             GEOCAC
 KW1363
 KW1363                          STATION DESCRIPTION
 KW1363
 KW1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1363'3.7 MI N FROM MILLERSBURG.
 KW1363'3.7 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KW1363'AT MILLERSBURG, ABOUT 87 PACES NORTH OF MILEPOST 116, 21 FEET WEST
 KW1363'OF THE CENTERLINE OF HIGHWAY 14, IN THE TOP OF THE HEADWALL
 KW1363'OF A CONCRETE CULVERT, AND 15.8 FEET EAST OF THE EAST RAIL.  A
 KW1363'STANDARD DISK, STAMPED D 146 1941.
 KW1363
 KW1363                          STATION RECOVERY (1989)
 KW1363
 KW1363'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1363'RECOVERED IN GOOD CONDITION.
 KW1363
 KW1363                          STATION RECOVERY (2006)
 KW1363
 KW1363'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW1363'N 40 34 54.0 W 076 57 17.7
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1408 ***********************************************************************
 KW1408  DESIGNATION -  D 147
 KW1408  PID         -  KW1408
 KW1408  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW1408  USGS QUAD   -  NORTHUMBERLAND (1994)
 KW1408
 KW1408                         *CURRENT SURVEY CONTROL
 KW1408  ___________________________________________________________________
 KW1408* NAD 83(1986)-  40 55 36.     (N)    076 51 01.     (W)     SCALED    
 KW1408* NAVD 88     -       138.876  (meters)     455.63   (feet)  ADJUSTED  
 KW1408  ___________________________________________________________________
 KW1408  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KW1408  DYNAMIC HT  -         138.815 (meters)     455.43  (feet)  COMP
 KW1408  MODELED GRAV-     980,185.8   (mgal)                       NAVD 88
 KW1408
 KW1408  VERT ORDER  -  FIRST     CLASS II
 KW1408
 KW1408.The horizontal coordinates were scaled from a topographic map and have
 KW1408.an estimated accuracy of +/- 6 seconds.
 KW1408
 KW1408.The orthometric height was determined by differential leveling
 KW1408.and adjusted by the National Geodetic Survey in June 1991..
 KW1408
 KW1408.The geoid height was determined by GEOID03.
 KW1408
 KW1408.The dynamic height is computed by dividing the NAVD 88
 KW1408.geopotential number by the normal gravity value computed on the
 KW1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1408.degrees latitude (g = 980.6199 gals.).
 KW1408
 KW1408.The modeled gravity was interpolated from observed gravity values.
 KW1408
 KW1408;                    North         East    Units  Estimated Accuracy
 KW1408;SPC PA N     -    84,800.      675,780.      MT  (+/- 180 meters Scaled)
 KW1408
 KW1408                          SUPERSEDED SURVEY CONTROL
 KW1408
 KW1408  NGVD 29 (??/??/??)  139.106  (m)          456.38   (f) ADJUSTED    1 2
 KW1408
 KW1408.Superseded values are not recommended for survey control.
 KW1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1408.See file dsdata.txt to determine how the superseded data were derived.
 KW1408
 KW1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL442322(NAD 83)
 KW1408_MARKER: DB = BENCH MARK DISK
 KW1408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1408_SP_SET: CULVERT
 KW1408_STAMPING: D 147 1941
 KW1408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1408
 KW1408  HISTORY     - Date     Condition        Report By
 KW1408  HISTORY     - 1941     MONUMENTED       CGS
 KW1408  HISTORY     - 1971     MARK NOT FOUND   NGS
 KW1408  HISTORY     - 19990601 GOOD             PADT
 KW1408
 KW1408                          STATION DESCRIPTION
 KW1408
 KW1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1408'2.7 MI S FROM MONTANDON.
 KW1408'2.7 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KW1408'AT MONTANDON, 0.5 MILE NORTH OF MILEPOST 282, 47 FEET SOUTH OF
 KW1408'A ROAD CROSSING, IN THE WEST HEADWALL OF A CONCRETE CULVERT,
 KW1408'AND 10.3 FEET WEST OF THE WEST RAIL.
 KW1408
 KW1408                          STATION RECOVERY (1971)
 KW1408
 KW1408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KW1408'MARK NOT FOUND.
 KW1408
 KW1408                          STATION RECOVERY (1999)
 KW1408
 KW1408'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (MBJ)
 KW1408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0612 ***********************************************************************
 LY0612  DESIGNATION -  D 148
 LY0612  PID         -  LY0612
 LY0612  STATE/COUNTY-  PA/PIKE
 LY0612  USGS QUAD   -  POND EDDY (1992)
 LY0612
 LY0612                         *CURRENT SURVEY CONTROL
 LY0612  ___________________________________________________________________
 LY0612* NAD 83(1986)-  41 25 47.     (N)    074 50 05.     (W)     SCALED    
 LY0612* NAVD 88     -       177.197  (meters)     581.35   (feet)  ADJUSTED  
 LY0612  ___________________________________________________________________
 LY0612  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 LY0612  DYNAMIC HT  -         177.123 (meters)     581.11  (feet)  COMP
 LY0612  MODELED GRAV-     980,207.2   (mgal)                       NAVD 88
 LY0612
 LY0612  VERT ORDER  -  FIRST     CLASS II
 LY0612
 LY0612.The horizontal coordinates were scaled from a topographic map and have
 LY0612.an estimated accuracy of +/- 6 seconds.
 LY0612
 LY0612.The orthometric height was determined by differential leveling
 LY0612.and adjusted by the National Geodetic Survey in June 1991..
 LY0612
 LY0612.The geoid height was determined by GEOID03.
 LY0612
 LY0612.The dynamic height is computed by dividing the NAVD 88
 LY0612.geopotential number by the normal gravity value computed on the
 LY0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0612.degrees latitude (g = 980.6199 gals.).
 LY0612
 LY0612.The modeled gravity was interpolated from observed gravity values.
 LY0612
 LY0612;                    North         East    Units  Estimated Accuracy
 LY0612;SPC PA N     -   144,370.      843,620.      MT  (+/- 180 meters Scaled)
 LY0612
 LY0612                          SUPERSEDED SURVEY CONTROL
 LY0612
 LY0612  NGVD 29 (??/??/92)  177.369  (m)          581.92   (f) ADJ UNCH    1 2
 LY0612
 LY0612.Superseded values are not recommended for survey control.
 LY0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0612.See file dsdata.txt to determine how the superseded data were derived.
 LY0612
 LY0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL138864(NAD 83)
 LY0612_MARKER: DB = BENCH MARK DISK
 LY0612_SETTING: 66 = SET IN ROCK OUTCROP
 LY0612_SP_SET: ROCK OUTCROP
 LY0612_STAMPING: D 148 1941
 LY0612_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0612+STABILITY: POSITION/ELEVATION WELL
 LY0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0612+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1995
 LY0612
 LY0612  HISTORY     - Date     Condition        Report By
 LY0612  HISTORY     - 1941     MONUMENTED       CGS
 LY0612  HISTORY     - 19950105 MARK NOT FOUND   NJGS
 LY0612
 LY0612                          STATION DESCRIPTION
 LY0612
 LY0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LY0612'0.7 MI NW FROM POND EDDY.
 LY0612'0.7 MILE NORTHWEST ALONG THE ERIE RAILROAD FROM THE STATION AT
 LY0612'POND EDDY, PIKE COUNTY, ABOUT 0.2 MILE NORTHWEST OF MILEPOST 99,
 LY0612'6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE EAST-BOUND TRACK,
 LY0612'IN THE TOP OF A ROCK OUTCROP, AND ABOUT 2 FEET HIGHER THAN THE
 LY0612'RAIL.  A STANDARD DISK, STAMPED D 148 1941.
 LY0612
 LY0612                          STATION RECOVERY (1995)
 LY0612
 LY0612'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 LY0612'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 LY0612'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0017 ***********************************************************************
 KX0017  DESIGNATION -  D 149
 KX0017  PID         -  KX0017
 KX0017  STATE/COUNTY-  PA/HUNTINGDON
 KX0017  USGS QUAD   -  SPRUCE CREEK (1977)
 KX0017
 KX0017                         *CURRENT SURVEY CONTROL
 KX0017  ___________________________________________________________________
 KX0017* NAD 83(1986)-  40 36 46.     (N)    078 09 45.     (W)     SCALED    
 KX0017* NAVD 88     -       243.239  (meters)     798.03   (feet)  ADJUSTED  
 KX0017  ___________________________________________________________________
 KX0017  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KX0017  DYNAMIC HT  -         243.117 (meters)     797.63  (feet)  COMP
 KX0017  MODELED GRAV-     980,116.9   (mgal)                       NAVD 88
 KX0017
 KX0017  VERT ORDER  -  FIRST     CLASS I
 KX0017
 KX0017.The horizontal coordinates were scaled from a topographic map and have
 KX0017.an estimated accuracy of +/- 6 seconds.
 KX0017
 KX0017.The orthometric height was determined by differential leveling
 KX0017.and adjusted by the National Geodetic Survey in June 1991..
 KX0017
 KX0017.The geoid height was determined by GEOID03.
 KX0017
 KX0017.The dynamic height is computed by dividing the NAVD 88
 KX0017.geopotential number by the normal gravity value computed on the
 KX0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0017.degrees latitude (g = 980.6199 gals.).
 KX0017
 KX0017.The modeled gravity was interpolated from observed gravity values.
 KX0017
 KX0017;                    North         East    Units  Estimated Accuracy
 KX0017;SPC PA S     -   142,150.      565,090.      MT  (+/- 180 meters Scaled)
 KX0017
 KX0017                          SUPERSEDED SURVEY CONTROL
 KX0017
 KX0017  NGVD 29 (??/??/92)  243.427  (m)          798.64   (f) ADJ UNCH    1 1
 KX0017
 KX0017.Superseded values are not recommended for survey control.
 KX0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0017.See file dsdata.txt to determine how the superseded data were derived.
 KX0017
 KX0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE400996(NAD 83)
 KX0017_MARKER: DB = BENCH MARK DISK
 KX0017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0017_SP_SET: ABUTMENT
 KX0017_STAMPING: D 149 1941
 KX0017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0017
 KX0017  HISTORY     - Date     Condition        Report By
 KX0017  HISTORY     - 1941     MONUMENTED       CGS
 KX0017  HISTORY     - 1966     GOOD             NGS
 KX0017  HISTORY     - 1969     GOOD             NGS
 KX0017  HISTORY     - 20031118 MARK NOT FOUND   PADT
 KX0017
 KX0017                          STATION DESCRIPTION
 KX0017
 KX0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0017'5.9 MI NW FROM TYRONE.
 KX0017'ABOUT 5.9 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX0017'THE STATION AT TYRONE, 14 1/2 RAILS NORTHWEST OF MILEPOST 216,
 KX0017'6 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 KX0017'SET OF TRACKS, SET IN THE TOP OF THE NORTHEAST END OF THE
 KX0017'SOUTHEAST ABUTMENT OF RAILROAD BRIDGE NUMBER 216/14 OVER THE
 KX0017'LITTLE JUNIATA RIVER, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 KX0017'THE TRACKS.
 KX0017
 KX0017                          STATION RECOVERY (1969)
 KX0017
 KX0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KX0017'RECOVERED IN GOOD CONDITION.
 KX0017
 KX0017                          STATION RECOVERY (2003)
 KX0017
 KX0017'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (TRN)
 KX0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0896 ***********************************************************************
 LZ0896  DESIGNATION -  D 15
 LZ0896  PID         -  LZ0896
 LZ0896  STATE/COUNTY-  PA/LYCOMING
 LZ0896  USGS QUAD   -  WILLIAMSPORT (1986)
 LZ0896
 LZ0896                         *CURRENT SURVEY CONTROL
 LZ0896  ___________________________________________________________________
 LZ0896* NAD 83(1986)-  41 13 56.     (N)    077 04 46.     (W)     SCALED    
 LZ0896* NAVD 88     -       161.728  (meters)     530.60   (feet)  ADJUSTED  
 LZ0896  ___________________________________________________________________
 LZ0896  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 LZ0896  DYNAMIC HT  -         161.657 (meters)     530.37  (feet)  COMP
 LZ0896  MODELED GRAV-     980,184.9   (mgal)                       NAVD 88
 LZ0896
 LZ0896  VERT ORDER  -  FIRST     CLASS II
 LZ0896
 LZ0896.The horizontal coordinates were scaled from a topographic map and have
 LZ0896.an estimated accuracy of +/- 6 seconds.
 LZ0896
 LZ0896.The orthometric height was determined by differential leveling
 LZ0896.and adjusted by the National Geodetic Survey in June 1991..
 LZ0896
 LZ0896.The geoid height was determined by GEOID03.
 LZ0896
 LZ0896.The dynamic height is computed by dividing the NAVD 88
 LZ0896.geopotential number by the normal gravity value computed on the
 LZ0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0896.degrees latitude (g = 980.6199 gals.).
 LZ0896
 LZ0896.The modeled gravity was interpolated from observed gravity values.
 LZ0896
 LZ0896;                    North         East    Units  Estimated Accuracy
 LZ0896;SPC PA N     -   118,550.      656,220.      MT  (+/- 180 meters Scaled)
 LZ0896
 LZ0896                          SUPERSEDED SURVEY CONTROL
 LZ0896
 LZ0896  NGVD 29 (??/??/92)  161.94   (m)          531.3    (f) COMPUTED    1 2
 LZ0896
 LZ0896.Superseded values are not recommended for survey control.
 LZ0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0896.See file dsdata.txt to determine how the superseded data were derived.
 LZ0896
 LZ0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL257666(NAD 83)
 LZ0896_MARKER: DB = BENCH MARK DISK
 LZ0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0896_STAMPING: D 15 1934
 LZ0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0896+STABILITY: SURFACE MOTION
 LZ0896
 LZ0896  HISTORY     - Date     Condition        Report By
 LZ0896  HISTORY     - 1934     MONUMENTED       CGS
 LZ0896  HISTORY     - 1945     MARK NOT FOUND   LOCSUR
 LZ0896
 LZ0896                          STATION DESCRIPTION
 LZ0896
 LZ0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0896'1.6 MI W FROM NEWBERRY.
 LZ0896'5 PACES NORTH AND 3 PACES EAST OF THE NW CORNER OF THE KEYSTONE
 LZ0896'GLUE FACTORY.  15 PACES SOUTH OF THE CENTERLINE OF THE EASTBOUND
 LZ0896'PRR TRACKS.  14 PACES NE OF THE FLAG POLE AT THE KEYSTONE
 LZ0896'GLUE FACTORY.  A CONCRETE POST.
 LZ0896
 LZ0896                          STATION RECOVERY (1945)
 LZ0896
 LZ0896'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1945
 LZ0896'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0897 ***********************************************************************
 LZ0897  DESIGNATION -  D 15 RESET 1945
 LZ0897  PID         -  LZ0897
 LZ0897  STATE/COUNTY-  PA/LYCOMING
 LZ0897  USGS QUAD   -  WILLIAMSPORT (1986)
 LZ0897
 LZ0897                         *CURRENT SURVEY CONTROL
 LZ0897  ___________________________________________________________________
 LZ0897* NAD 83(1986)-  41 13 56.     (N)    077 04 46.     (W)     SCALED    
 LZ0897* NAVD 88     -       161.78   (+/-2cm)     530.8    (feet)  VERTCON   
 LZ0897  ___________________________________________________________________
 LZ0897  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 LZ0897
 LZ0897  VERT ORDER  -  THIRD (See Below)
 LZ0897
 LZ0897.The horizontal coordinates were scaled from a topographic map and have
 LZ0897.an estimated accuracy of +/- 6 seconds.
 LZ0897
 LZ0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ0897.The vertical order pertains to the NGVD 29 superseded value.
 LZ0897
 LZ0897.The geoid height was determined by GEOID03.
 LZ0897
 LZ0897;                    North         East    Units  Estimated Accuracy
 LZ0897;SPC PA N     -   118,550.      656,220.      MT  (+/- 180 meters Scaled)
 LZ0897
 LZ0897                          SUPERSEDED SURVEY CONTROL
 LZ0897
 LZ0897  NGVD 29 (??/??/??)  162.00   (m)          531.5    (f) RESET       3  
 LZ0897
 LZ0897.Superseded values are not recommended for survey control.
 LZ0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0897.See file dsdata.txt to determine how the superseded data were derived.
 LZ0897
 LZ0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL257666(NAD 83)
 LZ0897_MARKER: DD = SURVEY DISK
 LZ0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0897_STAMPING: D 15 RESET 1945
 LZ0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0897+STABILITY: SURFACE MOTION
 LZ0897
 LZ0897  HISTORY     - Date     Condition        Report By
 LZ0897  HISTORY     - 1945     MONUMENTED       LOCENG
 LZ0897  HISTORY     - 1951     GOOD             NGS
 LZ0897
 LZ0897                          STATION DESCRIPTION
 LZ0897
 LZ0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LZ0897'1.6 MI W FROM NEWBERRY.
 LZ0897'1.6 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM NEWBERRY,
 LZ0897'LYCOMING COUNTY, AT THE KEYSTONE TANNING AND GLUE CO. PLANT,
 LZ0897'AT A GRASS PLOT NORTH OF A WATER TANK, 98.3 FEET NORTHWEST
 LZ0897'OF THE NORTHWEST CORNER OF BUILDING 12, 25.3 FEET WEST OF THE
 LZ0897'WEST POST OF A GATE, AND 8 FEET SOUTH OF A FENCE.  A STANDARD
 LZ0897'DISK, STAMPED D 15 RESET 1945 AND SET IN THE TOP OF A CONCRETE
 LZ0897'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1636 ***********************************************************************
 KW1636  DESIGNATION -  D 150 PADH
 KW1636  PID         -  KW1636
 KW1636  STATE/COUNTY-  PA/SNYDER
 KW1636  USGS QUAD   -  BEAVER SPRINGS (1978)
 KW1636
 KW1636                         *CURRENT SURVEY CONTROL
 KW1636  ___________________________________________________________________
 KW1636* NAD 83(1986)-  40 44 54.     (N)    077 12 33.     (W)     SCALED    
 KW1636* NAVD 88     -       179.743  (meters)     589.71   (feet)  ADJUSTED  
 KW1636  ___________________________________________________________________
 KW1636  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KW1636  DYNAMIC HT  -         179.658 (meters)     589.43  (feet)  COMP
 KW1636  MODELED GRAV-     980,148.2   (mgal)                       NAVD 88
 KW1636
 KW1636  VERT ORDER  -  SECOND    CLASS 0
 KW1636
 KW1636.The horizontal coordinates were scaled from a topographic map and have
 KW1636.an estimated accuracy of +/- 6 seconds.
 KW1636
 KW1636.The orthometric height was determined by differential leveling
 KW1636.and adjusted by the National Geodetic Survey in June 1991..
 KW1636
 KW1636.The geoid height was determined by GEOID03.
 KW1636
 KW1636.The dynamic height is computed by dividing the NAVD 88
 KW1636.geopotential number by the normal gravity value computed on the
 KW1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1636.degrees latitude (g = 980.6199 gals.).
 KW1636
 KW1636.The modeled gravity was interpolated from observed gravity values.
 KW1636
 KW1636;                    North         East    Units  Estimated Accuracy
 KW1636;SPC PA S     -   157,260.      645,670.      MT  (+/- 180 meters Scaled)
 KW1636
 KW1636                          SUPERSEDED SURVEY CONTROL
 KW1636
 KW1636  NGVD 29 (??/??/??)  179.970  (m)          590.45   (f) ADJUSTED    2 0
 KW1636
 KW1636.Superseded values are not recommended for survey control.
 KW1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1636.See file dsdata.txt to determine how the superseded data were derived.
 KW1636
 KW1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL134131(NAD 83)
 KW1636_MARKER: DD = SURVEY DISK
 KW1636_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1636_SP_SET: BRIDGE
 KW1636_STAMPING: D 150 1941
 KW1636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1636
 KW1636  HISTORY     - Date     Condition        Report By
 KW1636  HISTORY     - 1941     MONUMENTED       PADH
 KW1636  HISTORY     - 1941     GOOD             CGS
 KW1636
 KW1636                          STATION DESCRIPTION
 KW1636
 KW1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1636'AT BEAVER SPRINGS.
 KW1636'AT BEAVER SPRINGS, 30 YARDS NORTH OF THE CENTER OF THE INTERSECTION
 KW1636'OF U.S. HIGHWAY 522 AND STATE HIGHWAY 929, AT THE SOUTH END OF
 KW1636'BRIDGE 1+18, AND IN THE TOP OF THE EAST CONCRETE WING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3480 ***********************************************************************
 JV3480  DESIGNATION -  D 151
 JV3480  PID         -  JV3480
 JV3480  STATE/COUNTY-  PA/FRANKLIN
 JV3480  USGS QUAD   -  WILLIAMSON (1990)
 JV3480
 JV3480                         *CURRENT SURVEY CONTROL
 JV3480  ___________________________________________________________________
 JV3480* NAD 83(1986)-  39 48 12.     (N)    077 49 58.     (W)     SCALED    
 JV3480* NAVD 88     -       168.437  (meters)     552.61   (feet)  ADJUSTED  
 JV3480  ___________________________________________________________________
 JV3480  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 JV3480  DYNAMIC HT  -         168.340 (meters)     552.30  (feet)  COMP
 JV3480  MODELED GRAV-     980,050.9   (mgal)                       NAVD 88
 JV3480
 JV3480  VERT ORDER  -  SECOND    CLASS 0
 JV3480
 JV3480.The horizontal coordinates were scaled from a topographic map and have
 JV3480.an estimated accuracy of +/- 6 seconds.
 JV3480
 JV3480.The orthometric height was determined by differential leveling
 JV3480.and adjusted by the National Geodetic Survey in June 1991..
 JV3480
 JV3480.The geoid height was determined by GEOID03.
 JV3480
 JV3480.The dynamic height is computed by dividing the NAVD 88
 JV3480.geopotential number by the normal gravity value computed on the
 JV3480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3480.degrees latitude (g = 980.6199 gals.).
 JV3480
 JV3480.The modeled gravity was interpolated from observed gravity values.
 JV3480
 JV3480;                    North         East    Units  Estimated Accuracy
 JV3480;SPC PA S     -    52,190.      592,910.      MT  (+/- 180 meters Scaled)
 JV3480
 JV3480                          SUPERSEDED SURVEY CONTROL
 JV3480
 JV3480  NGVD 29 (??/??/??)  168.629  (m)          553.24   (f) ADJUSTED    2 0
 JV3480
 JV3480.Superseded values are not recommended for survey control.
 JV3480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3480.See file dsdata.txt to determine how the superseded data were derived.
 JV3480
 JV3480_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK574097(NAD 83)
 JV3480_MARKER: DB = BENCH MARK DISK
 JV3480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3480_STAMPING: D-151 1942
 JV3480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3480+STABILITY: SURFACE MOTION
 JV3480
 JV3480  HISTORY     - Date     Condition        Report By
 JV3480  HISTORY     - 1942     MONUMENTED       CGS
 JV3480
 JV3480                          STATION DESCRIPTION
 JV3480
 JV3480'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3480'1.3 MI W FROM UPTON.
 JV3480'1.3 MILES WEST ALONG STATE HIGHWAY NO. 16 FROM THE GRADE SCHOOL
 JV3480'AT UPTON, SET NEAR THE SOUTHEAST CORNER OF A FIELD, 233 FEET EAST
 JV3480'OF CENTER-LINE OF A SIDE ROAD LEADING SOUTH, 44 FEET NORTH OF
 JV3480'POLE NO. 380, 22.5 FEET NORTH OF CENTER-LINE OF THE HIGHWAY, 23
 JV3480'FEET EAST OF THE CENTER-LINE OF THE NORTH HEADWALL OF 18-INCH
 JV3480'PIPE CULVERT UNDER HIGHWAY, 18.7 FEET WEST OF THE 3-WAY CORNER
 JV3480'FENCE POST, 1.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 JV3480'DISK SET IN TOP OF A CONCRETE POST.  POURED IN THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3481 ***********************************************************************
 JV3481  DESIGNATION -  D 151 RESET 1958 PADH
 JV3481  PID         -  JV3481
 JV3481  STATE/COUNTY-  PA/FRANKLIN
 JV3481  USGS QUAD   -  WILLIAMSON (1990)
 JV3481
 JV3481                         *CURRENT SURVEY CONTROL
 JV3481  ___________________________________________________________________
 JV3481* NAD 83(1986)-  39 48 12.     (N)    077 49 58.     (W)     SCALED    
 JV3481* NAVD 88     -       169.26   (+/-2cm)     555.3    (feet)  VERTCON   
 JV3481  ___________________________________________________________________
 JV3481  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 JV3481
 JV3481  VERT ORDER  -  THIRD (See Below)
 JV3481
 JV3481.The horizontal coordinates were scaled from a topographic map and have
 JV3481.an estimated accuracy of +/- 6 seconds.
 JV3481
 JV3481.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV3481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV3481.The vertical order pertains to the NGVD 29 superseded value.
 JV3481
 JV3481.The geoid height was determined by GEOID03.
 JV3481
 JV3481;                    North         East    Units  Estimated Accuracy
 JV3481;SPC PA S     -    52,190.      592,910.      MT  (+/- 180 meters Scaled)
 JV3481
 JV3481                          SUPERSEDED SURVEY CONTROL
 JV3481
 JV3481  NGVD 29 (??/??/??)  169.45   (m)          555.9    (f) RESET       3  
 JV3481
 JV3481.Superseded values are not recommended for survey control.
 JV3481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3481.See file dsdata.txt to determine how the superseded data were derived.
 JV3481
 JV3481_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK574097(NAD 83)
 JV3481_MARKER: DB = BENCH MARK DISK
 JV3481_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3481_SP_SET: HEADWALL
 JV3481_STAMPING: D 151 RESET 1958
 JV3481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3481
 JV3481  HISTORY     - Date     Condition        Report By
 JV3481  HISTORY     - 1958     MONUMENTED       PADH
 JV3481  HISTORY     - 1959     GOOD             CGS
 JV3481
 JV3481                          STATION DESCRIPTION
 JV3481
 JV3481'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JV3481'1.3 MI W FROM UPTON.
 JV3481'THE MARK IS LOCATED 1.3 MILES WEST ALONG STATE HIGHWAY NO. 16
 JV3481'FROM THE GRADE SCHOOL AT UPTON, 205 FEET EAST OF THE CENTERLINE
 JV3481'OF A TOWNSHIP ROAD LEADING SOUTH, 26 FEET SOUTH OF THE CENTERLINE
 JV3481'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2365 ***********************************************************************
 KW2365  DESIGNATION -  D 152
 KW2365  PID         -  KW2365
 KW2365  STATE/COUNTY-  PA/MIFFLIN
 KW2365  USGS QUAD   -  BURNHAM (1973)
 KW2365
 KW2365                         *CURRENT SURVEY CONTROL
 KW2365  ___________________________________________________________________
 KW2365* NAD 83(1986)-  40 43 53.     (N)    077 37 06.     (W)     SCALED    
 KW2365* NAVD 88     -       291.277  (meters)     955.63   (feet)  ADJUSTED  
 KW2365  ___________________________________________________________________
 KW2365  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KW2365  DYNAMIC HT  -         291.127 (meters)     955.14  (feet)  COMP
 KW2365  MODELED GRAV-     980,103.3   (mgal)                       NAVD 88
 KW2365
 KW2365  VERT ORDER  -  SECOND    CLASS 0
 KW2365
 KW2365.The horizontal coordinates were scaled from a topographic map and have
 KW2365.an estimated accuracy of +/- 6 seconds.
 KW2365
 KW2365.The orthometric height was determined by differential leveling
 KW2365.and adjusted by the National Geodetic Survey in June 1991..
 KW2365
 KW2365.The geoid height was determined by GEOID03.
 KW2365
 KW2365.The dynamic height is computed by dividing the NAVD 88
 KW2365.geopotential number by the normal gravity value computed on the
 KW2365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2365.degrees latitude (g = 980.6199 gals.).
 KW2365
 KW2365.The modeled gravity was interpolated from observed gravity values.
 KW2365
 KW2365;                    North         East    Units  Estimated Accuracy
 KW2365;SPC PA S     -   155,240.      611,120.      MT  (+/- 180 meters Scaled)
 KW2365
 KW2365                          SUPERSEDED SURVEY CONTROL
 KW2365
 KW2365  NGVD 29 (??/??/??)  291.475  (m)          956.28   (f) ADJUSTED    2 0
 KW2365
 KW2365.Superseded values are not recommended for survey control.
 KW2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2365.See file dsdata.txt to determine how the superseded data were derived.
 KW2365
 KW2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL788122(NAD 83)
 KW2365_MARKER: DB = BENCH MARK DISK
 KW2365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2365_SP_SET: CON WATER TANK
 KW2365_STAMPING: D 152 1941
 KW2365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2365
 KW2365  HISTORY     - Date     Condition        Report By
 KW2365  HISTORY     - 1941     MONUMENTED       CGS
 KW2365
 KW2365                          STATION DESCRIPTION
 KW2365
 KW2365'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW2365'6 MI N FROM REEDSVILLE.
 KW2365'ABOUT 6.0 MILES NORTH ALONG U.S. HIGHWAY 322 FROM THE
 KW2365'PENNSYLVANIA RAILROAD STATION AT REEDSVILLE, MIFFLIN COUNTY,
 KW2365'ABOUT 0.1 MILE WEST OF A STANDARD OIL CO. SERVICE STATION, AT THE
 KW2365'FILTRATION STATION, IN THE NORTHEAST CORNER OF THE EAST CONCRETE
 KW2365'WATER TANK, 3 FEET WEST OF THE NORTHWEST CORNER OF A SMALL
 KW2365'FRAME BUILDING HOUSING THE PURIFICATION TANKS, AND 35.4 FEET
 KW2365'SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 KW2365'STAMPED D 152 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3601 ***********************************************************************
 JV3601  DESIGNATION -  D 152
 JV3601  PID         -  JV3601
 JV3601  STATE/COUNTY-  PA/FRANKLIN
 JV3601  USGS QUAD   -  MERCERSBURG (1990)
 JV3601
 JV3601                         *CURRENT SURVEY CONTROL
 JV3601  ___________________________________________________________________
 JV3601* NAD 83(1986)-  39 49 06.     (N)    077 55 17.     (W)     SCALED    
 JV3601* NAVD 88     -       195.700  (meters)     642.06   (feet)  ADJUSTED  
 JV3601  ___________________________________________________________________
 JV3601  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 JV3601  DYNAMIC HT  -         195.587 (meters)     641.69  (feet)  COMP
 JV3601  MODELED GRAV-     980,047.9   (mgal)                       NAVD 88
 JV3601
 JV3601  VERT ORDER  -  SECOND    CLASS 0
 JV3601
 JV3601.The horizontal coordinates were scaled from a topographic map and have
 JV3601.an estimated accuracy of +/- 6 seconds.
 JV3601
 JV3601.The orthometric height was determined by differential leveling
 JV3601.and adjusted by the National Geodetic Survey in June 1991..
 JV3601
 JV3601.The geoid height was determined by GEOID03.
 JV3601
 JV3601.The dynamic height is computed by dividing the NAVD 88
 JV3601.geopotential number by the normal gravity value computed on the
 JV3601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3601.degrees latitude (g = 980.6199 gals.).
 JV3601
 JV3601.The modeled gravity was interpolated from observed gravity values.
 JV3601
 JV3601;                    North         East    Units  Estimated Accuracy
 JV3601;SPC PA S     -    53,870.      585,330.      MT  (+/- 180 meters Scaled)
 JV3601
 JV3601                          SUPERSEDED SURVEY CONTROL
 JV3601
 JV3601  NGVD 29 (??/??/??)  195.893  (m)          642.69   (f) ADJUSTED    2 0
 JV3601
 JV3601.Superseded values are not recommended for survey control.
 JV3601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3601.See file dsdata.txt to determine how the superseded data were derived.
 JV3601
 JV3601_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK499116(NAD 83)
 JV3601_MARKER: DB = BENCH MARK DISK
 JV3601_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV3601_SP_SET: CULVERT
 JV3601_STAMPING: D 152 1942
 JV3601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV3601
 JV3601  HISTORY     - Date     Condition        Report By
 JV3601  HISTORY     - 1942     MONUMENTED       CGS
 JV3601
 JV3601                          STATION DESCRIPTION
 JV3601
 JV3601'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3601'1.3 MI SW FROM MERCERSBURG.
 JV3601'1.3 MILES SOUTHWEST ALONG THE COUNTY ROAD FROM THE POST OFFICE
 JV3601'AT MERCERSBURG, SET IN THE CENTER OF THE NORTHWEST HEADWALL OF
 JV3601'AN 18-INCH PIPE CULVERT UNDER THE ROAD, 0.1 MILE EAST OF A 2-STORY
 JV3601'GREEN FARM HOUSE WITH RED BARN AT THE REAR, 31.6 FEET NORTHEAST
 JV3601'OF POLE NO. 2649, 14 FEET NORTHWEST OF THE CENTER LINE OF THE
 JV3601'ROAD, 10 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1885 ***********************************************************************
 KW1885  DESIGNATION -  D 153 PADH
 KW1885  PID         -  KW1885
 KW1885  STATE/COUNTY-  PA/PERRY
 KW1885  USGS QUAD   -  SHERMANS DALE (1984)
 KW1885
 KW1885                         *CURRENT SURVEY CONTROL
 KW1885  ___________________________________________________________________
 KW1885* NAD 83(1986)-  40 19 22.     (N)    077 10 08.     (W)     SCALED    
 KW1885* NAVD 88     -       134.389  (meters)     440.91   (feet)  ADJUSTED  
 KW1885  ___________________________________________________________________
 KW1885  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KW1885  DYNAMIC HT  -         134.323 (meters)     440.69  (feet)  COMP
 KW1885  MODELED GRAV-     980,134.3   (mgal)                       NAVD 88
 KW1885
 KW1885  VERT ORDER  -  SECOND    CLASS 0
 KW1885
 KW1885.The horizontal coordinates were scaled from a topographic map and have
 KW1885.an estimated accuracy of +/- 6 seconds.
 KW1885
 KW1885.The orthometric height was determined by differential leveling
 KW1885.and adjusted by the National Geodetic Survey in June 1991..
 KW1885
 KW1885.The geoid height was determined by GEOID03.
 KW1885
 KW1885.The dynamic height is computed by dividing the NAVD 88
 KW1885.geopotential number by the normal gravity value computed on the
 KW1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1885.degrees latitude (g = 980.6199 gals.).
 KW1885
 KW1885.The modeled gravity was interpolated from observed gravity values.
 KW1885
 KW1885;                    North         East    Units  Estimated Accuracy
 KW1885;SPC PA S     -   110,030.      649,390.      MT  (+/- 180 meters Scaled)
 KW1885
 KW1885                          SUPERSEDED SURVEY CONTROL
 KW1885
 KW1885  NGVD 29 (??/??/??)  134.610  (m)          441.63   (f) ADJUSTED    2 0
 KW1885
 KW1885.Superseded values are not recommended for survey control.
 KW1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1885.See file dsdata.txt to determine how the superseded data were derived.
 KW1885
 KW1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK157658(NAD 83)
 KW1885_MARKER: DD = SURVEY DISK
 KW1885_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1885_SP_SET: ABUTMENT
 KW1885_STAMPING: D 153 1942
 KW1885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW1885+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2006
 KW1885
 KW1885  HISTORY     - Date     Condition        Report By
 KW1885  HISTORY     - 1942     MONUMENTED       PADH
 KW1885  HISTORY     - 1942     GOOD             CGS
 KW1885  HISTORY     - 20060503 GOOD             GEOCAC
 KW1885
 KW1885                          STATION DESCRIPTION
 KW1885
 KW1885'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1885'0.3 MI E FROM SHERMANSDALE.
 KW1885'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY NO. 34 FROM THE POST
 KW1885'OFFICE AT SHERMANSDALE, SET IN THE EAST CORNER OF THE SOUTH
 KW1885'ABUTMENT OF THE LARGE CONCRETE BRIDGE OVER SHERMANS CREEK, 13
 KW1885'FEET EAST OF THE CENTER-LINE OF THE HIGHWAY.  A STANDARD
 KW1885'PENNSYLVANIA DEPARTMENT OF HIGHWAYS DISK.  STAMPED BY THE
 KW1885'U.S.C. AND G.S.
 KW1885
 KW1885                          STATION RECOVERY (2006)
 KW1885
 KW1885'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW1885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1893 ***********************************************************************
 KW1893  DESIGNATION -  D 154 PADH
 KW1893  PID         -  KW1893
 KW1893  STATE/COUNTY-  PA/CUMBERLAND
 KW1893  USGS QUAD   -  CARLISLE (1984)
 KW1893
 KW1893                         *CURRENT SURVEY CONTROL
 KW1893  ___________________________________________________________________
 KW1893* NAD 83(1986)-  40 14 20.     (N)    077 10 49.     (W)     SCALED    
 KW1893* NAVD 88     -       125.195  (meters)     410.74   (feet)  ADJUSTED  
 KW1893  ___________________________________________________________________
 KW1893  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 KW1893  DYNAMIC HT  -         125.132 (meters)     410.54  (feet)  COMP
 KW1893  MODELED GRAV-     980,121.4   (mgal)                       NAVD 88
 KW1893
 KW1893  VERT ORDER  -  SECOND    CLASS 0
 KW1893
 KW1893.The horizontal coordinates were scaled from a topographic map and have
 KW1893.an estimated accuracy of +/- 6 seconds.
 KW1893
 KW1893.The orthometric height was determined by differential leveling
 KW1893.and adjusted by the National Geodetic Survey in June 1991..
 KW1893
 KW1893.The geoid height was determined by GEOID03.
 KW1893
 KW1893.The dynamic height is computed by dividing the NAVD 88
 KW1893.geopotential number by the normal gravity value computed on the
 KW1893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1893.degrees latitude (g = 980.6199 gals.).
 KW1893
 KW1893.The modeled gravity was interpolated from observed gravity values.
 KW1893
 KW1893;                    North         East    Units  Estimated Accuracy
 KW1893;SPC PA S     -   100,700.      648,480.      MT  (+/- 180 meters Scaled)
 KW1893
 KW1893                          SUPERSEDED SURVEY CONTROL
 KW1893
 KW1893  NGVD 29 (??/??/??)  125.410  (m)          411.45   (f) ADJUSTED    2 0
 KW1893
 KW1893.Superseded values are not recommended for survey control.
 KW1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1893.See file dsdata.txt to determine how the superseded data were derived.
 KW1893
 KW1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK145565(NAD 83)
 KW1893_MARKER: DD = SURVEY DISK
 KW1893_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1893_SP_SET: ABUTMENT
 KW1893_STAMPING: D 154 1942
 KW1893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1893_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1893+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2006
 KW1893
 KW1893  HISTORY     - Date     Condition        Report By
 KW1893  HISTORY     - 1942     MONUMENTED       PADH
 KW1893  HISTORY     - 1942     GOOD             CGS
 KW1893  HISTORY     - 1952     GOOD             USE
 KW1893  HISTORY     - 19980619 GOOD             USPSQD
 KW1893  HISTORY     - 20050725 GOOD             USPSQD
 KW1893  HISTORY     - 20060805 GOOD             GEOCAC
 KW1893
 KW1893                          STATION DESCRIPTION
 KW1893
 KW1893'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1893'3 MI N FROM CARLISLE.
 KW1893'3.0 MILES NORTH ALONG STATE HIGHWAY NO. 34 FROM THE POST OFFICE
 KW1893'AT CARLISLE, SET IN THE EAST CORNER OF THE SOUTH ABUTMENT OF THE
 KW1893'LARGE STEEL BRIDGE OVER CONODOUGUINET CREEK, 16.4 FEET EAST
 KW1893'OF THE CENTER-LINE OF THE HIGHWAY.  A STANDARD PENNSYLVANIA
 KW1893'DEPARTMENT OF HIGHWAYS DISK.  STAMPED BY THE U.S.C. AND G.S.
 KW1893'NOTE-- 25 FT. NE OF CENTERLINE OF HWY. AND T RD. W.
 KW1893
 KW1893                          STATION RECOVERY (1952)
 KW1893
 KW1893'RECOVERY NOTE BY US ENGINEERS 1952
 KW1893'RECOVERED IN GOOD CONDITION.
 KW1893
 KW1893                          STATION RECOVERY (1998)
 KW1893
 KW1893'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW1893'RECOVERED IN GOOD CONDITION.
 KW1893
 KW1893                          STATION RECOVERY (2005)
 KW1893
 KW1893'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPP)
 KW1893'RECOVERED IN GOOD CONDITION.
 KW1893
 KW1893                          STATION RECOVERY (2006)
 KW1893
 KW1893'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW1893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0918 ***********************************************************************
 KW0918  DESIGNATION -  D 155
 KW0918  PID         -  KW0918
 KW0918  STATE/COUNTY-  PA/DAUPHIN
 KW0918  USGS QUAD   -  STEELTON (1987)
 KW0918
 KW0918                         *CURRENT SURVEY CONTROL
 KW0918  ___________________________________________________________________
 KW0918* NAD 83(1986)-  40 14 15.     (N)    076 50 53.     (W)     SCALED    
 KW0918* NAVD 88     -        94.627  (meters)     310.46   (feet)  ADJUSTED  
 KW0918  ___________________________________________________________________
 KW0918  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 KW0918  DYNAMIC HT  -          94.579 (meters)     310.30  (feet)  COMP
 KW0918  MODELED GRAV-     980,120.3   (mgal)                       NAVD 88
 KW0918
 KW0918  VERT ORDER  -  FIRST     CLASS II
 KW0918
 KW0918.The horizontal coordinates were scaled from a topographic map and have
 KW0918.an estimated accuracy of +/- 6 seconds.
 KW0918
 KW0918.The orthometric height was determined by differential leveling
 KW0918.and adjusted by the National Geodetic Survey in June 1991..
 KW0918
 KW0918.The geoid height was determined by GEOID03.
 KW0918
 KW0918.The dynamic height is computed by dividing the NAVD 88
 KW0918.geopotential number by the normal gravity value computed on the
 KW0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0918.degrees latitude (g = 980.6199 gals.).
 KW0918
 KW0918.The modeled gravity was interpolated from observed gravity values.
 KW0918
 KW0918;                    North         East    Units  Estimated Accuracy
 KW0918;SPC PA S     -   100,790.      676,750.      MT  (+/- 180 meters Scaled)
 KW0918
 KW0918                          SUPERSEDED SURVEY CONTROL
 KW0918
 KW0918  NGVD 29 (??/??/??)   94.847  (m)          311.18   (f) ADJUSTED    1 2
 KW0918
 KW0918.Superseded values are not recommended for survey control.
 KW0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0918.See file dsdata.txt to determine how the superseded data were derived.
 KW0918
 KW0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK427557(NAD 83)
 KW0918_MARKER: DB = BENCH MARK DISK
 KW0918_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0918_SP_SET: BASE
 KW0918_STAMPING: D 155 1942
 KW0918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0918
 KW0918  HISTORY     - Date     Condition        Report By
 KW0918  HISTORY     - 1942     MONUMENTED       CGS
 KW0918  HISTORY     - 1979     MARK NOT FOUND   NGS
 KW0918  HISTORY     - 20040526 MARK NOT FOUND   GEOCAC
 KW0918
 KW0918                          STATION DESCRIPTION
 KW0918
 KW0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0918'AT STEELTON.
 KW0918'AT STEELTON, DAUPHIN COUNTY, ABOUT 0.5 MILE NORTHWEST ALONG
 KW0918'U.S. HIGHWAY 230 FROM THE STEELTON BANK AND TRUST CO. BUILDING,
 KW0918'87.2 FEET SOUTHEAST OF THE CENTER LINE OF ELEANOR STREET, 29.7
 KW0918'FEET EAST OF THE EAST CORNER OF A SUNOCO SERVICE STATION, IN
 KW0918'THE NORTH CORNER OF THE CONCRETE BASE OF THE SIGNPOST, AND 11.2
 KW0918'FEET SOUTHWEST OF THE SOUTHWEST CURB OF THE HIGHWAY.  A STANDARD
 KW0918'DISK, STAMPED D 155 1942.
 KW0918
 KW0918                          STATION RECOVERY (1979)
 KW0918
 KW0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW0918'NOTE, BELIEVED TO BE COVERED BY STEEL PLATE.
 KW0918
 KW0918                          STATION RECOVERY (2004)
 KW0918
 KW0918'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0918'SIGNPOST BASE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3351 ***********************************************************************
 JV3351  DESIGNATION -  D 156
 JV3351  PID         -  JV3351
 JV3351  STATE/COUNTY-  PA/FRANKLIN
 JV3351  USGS QUAD   -  SCOTLAND (1990)
 JV3351
 JV3351                         *CURRENT SURVEY CONTROL
 JV3351  ___________________________________________________________________
 JV3351* NAD 83(1986)-  39 57 56.     (N)    077 34 49.     (W)     SCALED    
 JV3351* NAVD 88     -       224.647  (meters)     737.03   (feet)  ADJUSTED  
 JV3351  ___________________________________________________________________
 JV3351  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 JV3351  DYNAMIC HT  -         224.517 (meters)     736.60  (feet)  COMP
 JV3351  MODELED GRAV-     980,046.3   (mgal)                       NAVD 88
 JV3351
 JV3351  VERT ORDER  -  SECOND    CLASS 0
 JV3351
 JV3351.The horizontal coordinates were scaled from a topographic map and have
 JV3351.an estimated accuracy of +/- 6 seconds.
 JV3351
 JV3351.The orthometric height was determined by differential leveling
 JV3351.and adjusted by the National Geodetic Survey in June 1991..
 JV3351
 JV3351.The geoid height was determined by GEOID03.
 JV3351
 JV3351.The dynamic height is computed by dividing the NAVD 88
 JV3351.geopotential number by the normal gravity value computed on the
 JV3351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3351.degrees latitude (g = 980.6199 gals.).
 JV3351
 JV3351.The modeled gravity was interpolated from observed gravity values.
 JV3351
 JV3351;                    North         East    Units  Estimated Accuracy
 JV3351;SPC PA S     -    70,210.      614,500.      MT  (+/- 180 meters Scaled)
 JV3351
 JV3351                          SUPERSEDED SURVEY CONTROL
 JV3351
 JV3351  NGVD 29 (??/??/??)  224.826  (m)          737.62   (f) ADJUSTED    2 0
 JV3351
 JV3351.Superseded values are not recommended for survey control.
 JV3351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3351.See file dsdata.txt to determine how the superseded data were derived.
 JV3351
 JV3351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK796271(NAD 83)
 JV3351_MARKER: DB = BENCH MARK DISK
 JV3351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV3351_SP_SET: GAS PUMP BASE
 JV3351_STAMPING: D 156 1942
 JV3351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV3351
 JV3351  HISTORY     - Date     Condition        Report By
 JV3351  HISTORY     - 1942     MONUMENTED       CGS
 JV3351  HISTORY     - 1960     GOOD             CGS
 JV3351  HISTORY     - 1979     MARK NOT FOUND   NGS
 JV3351  HISTORY     - 1980     MARK NOT FOUND   LOCENG
 JV3351
 JV3351                          STATION DESCRIPTION
 JV3351
 JV3351'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JV3351'0.5 MI SE FROM SCOTLAND.
 JV3351'0.5 MILE SOUTHEAST ALONG STATE HIGHWAY 997 FROM THE POST OFFICE
 JV3351'AT SCOTLAND, FRANKLIN COUNTY, AT THE INTERSECTION OF STATE
 JV3351'HIGHWAYS 997 AND 696, IN THE SOUTHWEST END OF A CONCRETE ATLANTIC
 JV3351'GASOLINE PUMP BASE, 25.6 FEET NORTHEAST OF THE CENTERLINE OF
 JV3351'HIGHWAY 997, 58 FEET SOUTH OF HIGHWAY 696, AND 19.8 FEET NORTHWEST
 JV3351'OF THE WEST CORNER OF THE A.D. PETERS STORE.  A STANDARD DISK,
 JV3351'STAMPED D 156 1942.
 JV3351
 JV3351                          STATION RECOVERY (1979)
 JV3351
 JV3351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV3351'MARK APPEARS TO BE COVERED BY A THICK LAYER OF CEMENT.
 JV3351
 JV3351                          STATION RECOVERY (1980)
 JV3351
 JV3351'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 JV3351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3408 ***********************************************************************
 JV3408  DESIGNATION -  D 158
 JV3408  PID         -  JV3408
 JV3408  STATE/COUNTY-  PA/FRANKLIN
 JV3408  USGS QUAD   -  WAYNESBORO (1990)
 JV3408
 JV3408                         *CURRENT SURVEY CONTROL
 JV3408  ___________________________________________________________________
 JV3408* NAD 83(1986)-  39 50 49.     (N)    077 35 32.     (W)     SCALED    
 JV3408* NAVD 88     -       246.797  (meters)     809.70   (feet)  ADJUSTED  
 JV3408  ___________________________________________________________________
 JV3408  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 JV3408  DYNAMIC HT  -         246.653 (meters)     809.23  (feet)  COMP
 JV3408  MODELED GRAV-     980,034.7   (mgal)                       NAVD 88
 JV3408
 JV3408  VERT ORDER  -  SECOND    CLASS 0
 JV3408
 JV3408.The horizontal coordinates were scaled from a topographic map and have
 JV3408.an estimated accuracy of +/- 6 seconds.
 JV3408
 JV3408.The orthometric height was determined by differential leveling
 JV3408.and adjusted by the National Geodetic Survey in June 1991..
 JV3408
 JV3408.The geoid height was determined by GEOID03.
 JV3408
 JV3408.The dynamic height is computed by dividing the NAVD 88
 JV3408.geopotential number by the normal gravity value computed on the
 JV3408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3408.degrees latitude (g = 980.6199 gals.).
 JV3408
 JV3408.The modeled gravity was interpolated from observed gravity values.
 JV3408
 JV3408;                    North         East    Units  Estimated Accuracy
 JV3408;SPC PA S     -    57,040.      613,500.      MT  (+/- 180 meters Scaled)
 JV3408
 JV3408                          SUPERSEDED SURVEY CONTROL
 JV3408
 JV3408  NGVD 29 (??/??/??)  246.974  (m)          810.28   (f) ADJUSTED    2 0
 JV3408
 JV3408.Superseded values are not recommended for survey control.
 JV3408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3408.See file dsdata.txt to determine how the superseded data were derived.
 JV3408
 JV3408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK782139(NAD 83)
 JV3408_MARKER: DB = BENCH MARK DISK
 JV3408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3408_STAMPING: D 158 1942
 JV3408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3408+STABILITY: SURFACE MOTION
 JV3408
 JV3408  HISTORY     - Date     Condition        Report By
 JV3408  HISTORY     - 1942     MONUMENTED       CGS
 JV3408  HISTORY     - 19900903 MARK NOT FOUND   USGS
 JV3408
 JV3408                          STATION DESCRIPTION
 JV3408
 JV3408'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3408'0.7 MI S FROM MONT ALTO.
 JV3408'0.7 MILE SOUTH ALONG STATE HIGHWAY 997 FROM THE POST OFFICE AT
 JV3408'MONT ALTO, FRANKLIN COUNTY, THENCE 1.7 MILES WEST ALONG A COUNTY
 JV3408'ROAD LEADING FROM THE HIGHWAY TO ALLENWALD, AT THE INTERSECTION
 JV3408'OF THE GRAVEL ROAD AND A PRIVATE ROAD LEADING NORTH INTO A FIELD,
 JV3408'75 FEET WEST OF THE WEST ONE OF TWO PIPE CULVERTS UNDER THE
 JV3408'GRAVEL ROAD, 21 FEET NORTH OF THE CENTERLINE OF THE GRAVEL
 JV3408'ROAD, 14 FEET EAST OF THE CENTERLINE OF THE PRIVATE ROAD, AND
 JV3408'0.8 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 JV3408'DISK, STAMPED D 158 1942 AND SET IN THE TOP OF A CONCRETE POST.
 JV3408
 JV3408                          STATION RECOVERY (1990)
 JV3408
 JV3408'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (BJS)
 JV3408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2038 ***********************************************************************
 JV2038  DESIGNATION -  D 159
 JV2038  PID         -  JV2038
 JV2038  STATE/COUNTY-  PA/ADAMS
 JV2038  USGS QUAD   -  ARENDTSVILLE (1990)
 JV2038
 JV2038                         *CURRENT SURVEY CONTROL
 JV2038  ___________________________________________________________________
 JV2038* NAD 83(1986)-  39 53 45.     (N)    077 21 18.     (W)     SCALED    
 JV2038* NAVD 88     -       224.759  (meters)     737.40   (feet)  ADJUSTED  
 JV2038  ___________________________________________________________________
 JV2038  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JV2038  DYNAMIC HT  -         224.630 (meters)     736.97  (feet)  COMP
 JV2038  MODELED GRAV-     980,050.2   (mgal)                       NAVD 88
 JV2038
 JV2038  VERT ORDER  -  SECOND    CLASS 0
 JV2038
 JV2038.The horizontal coordinates were scaled from a topographic map and have
 JV2038.an estimated accuracy of +/- 6 seconds.
 JV2038
 JV2038.The orthometric height was determined by differential leveling
 JV2038.and adjusted by the National Geodetic Survey in June 1991..
 JV2038
 JV2038.The geoid height was determined by GEOID03.
 JV2038
 JV2038.The dynamic height is computed by dividing the NAVD 88
 JV2038.geopotential number by the normal gravity value computed on the
 JV2038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2038.degrees latitude (g = 980.6199 gals.).
 JV2038
 JV2038.The modeled gravity was interpolated from observed gravity values.
 JV2038
 JV2038;                    North         East    Units  Estimated Accuracy
 JV2038;SPC PA S     -    62,530.      633,780.      MT  (+/- 180 meters Scaled)
 JV2038
 JV2038                          SUPERSEDED SURVEY CONTROL
 JV2038
 JV2038  NGVD 29 (??/??/??)  224.936  (m)          737.98   (f) ADJUSTED    2 0
 JV2038
 JV2038.Superseded values are not recommended for survey control.
 JV2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2038.See file dsdata.txt to determine how the superseded data were derived.
 JV2038
 JV2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK986188(NAD 83)
 JV2038_MARKER: DB = BENCH MARK DISK
 JV2038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV2038_SP_SET: CONCRETE WALL
 JV2038_STAMPING: D 159 1942
 JV2038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV2038
 JV2038  HISTORY     - Date     Condition        Report By
 JV2038  HISTORY     - 1942     MONUMENTED       CGS
 JV2038
 JV2038                          STATION DESCRIPTION
 JV2038
 JV2038'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV2038'0.9 MI NE FROM CASHTOWN.
 JV2038'0.9 MILE NORTHEAST ALONG BLACK-TOP ROAD 01001 FROM THE POST
 JV2038'OFFICE AT CASHTOWN, ADAMS COUNTY, IN THE TOP OF THE SOUTHWEST
 JV2038'CORNER OF A CONCRETE WALL AROUND A PRIVATE RESERVOIR OWNED BY
 JV2038'R.H. SHULL, AND 36 FEET EAST OF THE CENTERLINE OF THE ROAD.  A
 JV2038'STANDARD DISK, STAMPED D 159 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1205 ***********************************************************************
 LZ1205  DESIGNATION -  D 16
 LZ1205  PID         -  LZ1205
 LZ1205  STATE/COUNTY-  PA/CENTRE
 LZ1205  USGS QUAD   -  HOWARD (1973)
 LZ1205
 LZ1205                         *CURRENT SURVEY CONTROL
 LZ1205  ___________________________________________________________________
 LZ1205* NAD 83(1986)-  41 00 52.     (N)    077 38 56.     (W)     SCALED    
 LZ1205* NAVD 88     -       195.423  (meters)     641.15   (feet)  ADJUSTED  
 LZ1205  ___________________________________________________________________
 LZ1205  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 LZ1205  DYNAMIC HT  -         195.332 (meters)     640.85  (feet)  COMP
 LZ1205  MODELED GRAV-     980,152.7   (mgal)                       NAVD 88
 LZ1205
 LZ1205  VERT ORDER  -  FIRST     CLASS II
 LZ1205
 LZ1205.The horizontal coordinates were scaled from a topographic map and have
 LZ1205.an estimated accuracy of +/- 6 seconds.
 LZ1205
 LZ1205.The orthometric height was determined by differential leveling
 LZ1205.and adjusted by the National Geodetic Survey in June 1991..
 LZ1205
 LZ1205.The geoid height was determined by GEOID03.
 LZ1205
 LZ1205.The dynamic height is computed by dividing the NAVD 88
 LZ1205.geopotential number by the normal gravity value computed on the
 LZ1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1205.degrees latitude (g = 980.6199 gals.).
 LZ1205
 LZ1205.The modeled gravity was interpolated from observed gravity values.
 LZ1205
 LZ1205;                    North         East    Units  Estimated Accuracy
 LZ1205;SPC PA N     -    94,150.      608,510.      MT  (+/- 180 meters Scaled)
 LZ1205
 LZ1205                          SUPERSEDED SURVEY CONTROL
 LZ1205
 LZ1205  NGVD 29 (??/??/92)  195.636  (m)          641.85   (f) ADJ UNCH    1 2
 LZ1205
 LZ1205.Superseded values are not recommended for survey control.
 LZ1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1205.See file dsdata.txt to determine how the superseded data were derived.
 LZ1205
 LZ1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL772437(NAD 83)
 LZ1205_MARKER: DB = BENCH MARK DISK
 LZ1205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1205_SP_SET: ABUTMENT
 LZ1205_STAMPING: D 16 1934
 LZ1205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1205
 LZ1205  HISTORY     - Date     Condition        Report By
 LZ1205  HISTORY     - 1934     MONUMENTED       CGS
 LZ1205
 LZ1205                          STATION DESCRIPTION
 LZ1205
 LZ1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1205'0.5 MI N FROM HOWARD.
 LZ1205'0.5 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM HOWARD,
 LZ1205'CENTRE COUNTY, AT MILEAGE POST 40.28, AT THE OVERHEAD CROSSING OF
 LZ1205'STATE HIGHWAY 64, IN THE MIDDLE OF THE SOUTH FACE OF THE NORTH
 LZ1205'CONCRETE ABUTMENT, AND 7 FEET HIGHER THAN THE RAIL.  A STANDARD
 LZ1205'DISK, STAMPED D 16 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2069 ***********************************************************************
 JV2069  DESIGNATION -  D 161
 JV2069  PID         -  JV2069
 JV2069  STATE/COUNTY-  PA/ADAMS
 JV2069  USGS QUAD   -  HAMPTON (1990)
 JV2069
 JV2069                         *CURRENT SURVEY CONTROL
 JV2069  ___________________________________________________________________
 JV2069* NAD 83(1986)-  39 52 36.     (N)    077 02 34.     (W)     SCALED    
 JV2069* NAVD 88     -       169.183  (meters)     555.06   (feet)  ADJUSTED  
 JV2069  ___________________________________________________________________
 JV2069  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 JV2069  DYNAMIC HT  -         169.092 (meters)     554.76  (feet)  COMP
 JV2069  MODELED GRAV-     980,089.2   (mgal)                       NAVD 88
 JV2069
 JV2069  VERT ORDER  -  SECOND    CLASS 0
 JV2069
 JV2069.The horizontal coordinates were scaled from a topographic map and have
 JV2069.an estimated accuracy of +/- 6 seconds.
 JV2069
 JV2069.The orthometric height was determined by differential leveling
 JV2069.and adjusted by the National Geodetic Survey in June 1991..
 JV2069
 JV2069.The geoid height was determined by GEOID03.
 JV2069
 JV2069.The dynamic height is computed by dividing the NAVD 88
 JV2069.geopotential number by the normal gravity value computed on the
 JV2069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2069.degrees latitude (g = 980.6199 gals.).
 JV2069
 JV2069.The modeled gravity was interpolated from observed gravity values.
 JV2069
 JV2069;                    North         East    Units  Estimated Accuracy
 JV2069;SPC PA S     -    60,570.      660,500.      MT  (+/- 180 meters Scaled)
 JV2069
 JV2069                          SUPERSEDED SURVEY CONTROL
 JV2069
 JV2069  NGVD 29 (??/??/??)  169.386  (m)          555.73   (f) ADJUSTED    2 0
 JV2069
 JV2069.Superseded values are not recommended for survey control.
 JV2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2069.See file dsdata.txt to determine how the superseded data were derived.
 JV2069
 JV2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK253160(NAD 83)
 JV2069_MARKER: DB = BENCH MARK DISK
 JV2069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV2069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV2069_STAMPING: D 161 1942
 JV2069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV2069+STABILITY: SURFACE MOTION
 JV2069
 JV2069  HISTORY     - Date     Condition        Report By
 JV2069  HISTORY     - 1942     MONUMENTED       CGS
 JV2069  HISTORY     - 1971     GOOD             DECKER
 JV2069  HISTORY     - 19900730 MARK NOT FOUND   USGS
 JV2069
 JV2069                          STATION DESCRIPTION
 JV2069
 JV2069'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV2069'1.2 MI NE FROM NEW OXFORD.
 JV2069'1.2 MILES NORTH-EAST FROM THE POST-OFFICE AT NEW OXFORD ALONG
 JV2069'ROAD NO. 01003, 120 FT. EAST OF A BRICK FARM HOUSE, 33 FT.
 JV2069'NORTH-WEST OF THE CENTER LINE OF ROAD NO. 01003, 13 FT. NORTH-EAST
 JV2069'OF THE CENTER LINE OF A FARM ENTRANCE, 1.4 FT. SOUTH-EAST OF A
 JV2069'WHITE POST STENCILED U.S.B.M.
 JV2069
 JV2069                          STATION RECOVERY (1971)
 JV2069
 JV2069'RECOVERY NOTE BY R L DECKER 1971
 JV2069'RECOVERED IN GOOD CONDITION.
 JV2069
 JV2069                          STATION RECOVERY (1990)
 JV2069
 JV2069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (CDL)
 JV2069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1626 ***********************************************************************
 JV1626  DESIGNATION -  D 162 PADH
 JV1626  PID         -  JV1626
 JV1626  STATE/COUNTY-  PA/ADAMS
 JV1626  USGS QUAD   -  ABBOTTSTOWN (1981)
 JV1626
 JV1626                         *CURRENT SURVEY CONTROL
 JV1626  ___________________________________________________________________
 JV1626* NAD 83(1986)-  39 56 27.     (N)    076 59 25.     (W)     SCALED    
 JV1626* NAVD 88     -       123.667  (meters)     405.73   (feet)  ADJUSTED  
 JV1626  ___________________________________________________________________
 JV1626  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 JV1626  DYNAMIC HT  -         123.602 (meters)     405.52  (feet)  COMP
 JV1626  MODELED GRAV-     980,094.6   (mgal)                       NAVD 88
 JV1626
 JV1626  VERT ORDER  -  SECOND    CLASS 0
 JV1626
 JV1626.The horizontal coordinates were scaled from a topographic map and have
 JV1626.an estimated accuracy of +/- 6 seconds.
 JV1626
 JV1626.The orthometric height was determined by differential leveling
 JV1626.and adjusted by the National Geodetic Survey in June 1991..
 JV1626
 JV1626.The geoid height was determined by GEOID03.
 JV1626
 JV1626.The dynamic height is computed by dividing the NAVD 88
 JV1626.geopotential number by the normal gravity value computed on the
 JV1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1626.degrees latitude (g = 980.6199 gals.).
 JV1626
 JV1626.The modeled gravity was interpolated from observed gravity values.
 JV1626
 JV1626;                    North         East    Units  Estimated Accuracy
 JV1626;SPC PA S     -    67,730.      664,930.      MT  (+/- 180 meters Scaled)
 JV1626
 JV1626                          SUPERSEDED SURVEY CONTROL
 JV1626
 JV1626  NGVD 29 (??/??/??)  123.880  (m)          406.43   (f) ADJUSTED    2 0
 JV1626
 JV1626.Superseded values are not recommended for survey control.
 JV1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1626.See file dsdata.txt to determine how the superseded data were derived.
 JV1626
 JV1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK299230(NAD 83)
 JV1626_MARKER: DD = SURVEY DISK
 JV1626_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1626_SP_SET: BRIDGE
 JV1626_STAMPING: D-162 1942
 JV1626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1626
 JV1626  HISTORY     - Date     Condition        Report By
 JV1626  HISTORY     - 1942     MONUMENTED       PADH
 JV1626  HISTORY     - 1942     GOOD             CGS
 JV1626  HISTORY     - 20010331 MARK NOT FOUND   NGS
 JV1626
 JV1626                          STATION DESCRIPTION
 JV1626
 JV1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1626'0.5 MI W FROM EAST BERLIN.
 JV1626'0.5 MILE WEST ALONG HIGHWAY NO. 234 FROM THE POST-OFFICE AT
 JV1626'EAST BERLIN, 15 FT. NORTH OF THE CENTER LINE OF HIGHWAY NO. 234,
 JV1626'A PENN. HIGHWAY DEPT. DISK SET IN THE TOP OF THE NORTH-EAST
 JV1626'ABUTMENT OF A LARGE CONCRETE BRIDGE OVER CONEWAGO CREEK.
 JV1626
 JV1626                          STATION RECOVERY (2001)
 JV1626
 JV1626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JV1626'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2036 ***********************************************************************
 KW2036  DESIGNATION -  D 163
 KW2036  PID         -  KW2036
 KW2036  STATE/COUNTY-  PA/CUMBERLAND
 KW2036  USGS QUAD   -  MOUNT HOLLY SPRINGS (1973)
 KW2036
 KW2036                         *CURRENT SURVEY CONTROL
 KW2036  ___________________________________________________________________
 KW2036* NAD 83(1986)-  40 02 34.     (N)    077 11 28.     (W)     SCALED    
 KW2036* NAVD 88     -       270.670  (meters)     888.02   (feet)  ADJUSTED  
 KW2036  ___________________________________________________________________
 KW2036  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KW2036  DYNAMIC HT  -         270.521 (meters)     887.53  (feet)  COMP
 KW2036  MODELED GRAV-     980,068.0   (mgal)                       NAVD 88
 KW2036
 KW2036  VERT ORDER  -  SECOND    CLASS 0
 KW2036
 KW2036.The horizontal coordinates were scaled from a topographic map and have
 KW2036.an estimated accuracy of +/- 6 seconds.
 KW2036
 KW2036.The orthometric height was determined by differential leveling
 KW2036.and adjusted by the National Geodetic Survey in June 1991..
 KW2036
 KW2036.The geoid height was determined by GEOID03.
 KW2036
 KW2036.The dynamic height is computed by dividing the NAVD 88
 KW2036.geopotential number by the normal gravity value computed on the
 KW2036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2036.degrees latitude (g = 980.6199 gals.).
 KW2036
 KW2036.The modeled gravity was interpolated from observed gravity values.
 KW2036
 KW2036;                    North         East    Units  Estimated Accuracy
 KW2036;SPC PA S     -    78,920.      647,700.      MT  (+/- 180 meters Scaled)
 KW2036
 KW2036                          SUPERSEDED SURVEY CONTROL
 KW2036
 KW2036  NGVD 29 (??/??/??)  270.855  (m)          888.63   (f) ADJUSTED    2 0
 KW2036
 KW2036.Superseded values are not recommended for survey control.
 KW2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2036.See file dsdata.txt to determine how the superseded data were derived.
 KW2036
 KW2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK130348(NAD 83)
 KW2036_MARKER: DB = BENCH MARK DISK
 KW2036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2036_SP_SET: BRIDGE
 KW2036_STAMPING: D 163 1942
 KW2036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2036
 KW2036  HISTORY     - Date     Condition        Report By
 KW2036  HISTORY     - 1942     MONUMENTED       CGS
 KW2036  HISTORY     - 1952     GOOD             CGS
 KW2036
 KW2036                          STATION DESCRIPTION
 KW2036
 KW2036'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW2036'1 MI E FROM GOODYEAR.
 KW2036'ABOUT 1.0 MILE EAST ALONG ROAD NO. 21030 FROM THE READING CO.
 KW2036'RAILROAD STATION AT GOODYEAR, ABOUT 150 FT. NORTH-EAST OF A
 KW2036'TWO-STORY FRAME FARM HOUSE, 8 FT. SOUTH OF THE CENTER LINE OF
 KW2036'ROAD NO. 21030, A STANDARD DISK SET IN THE SOUTHEAST WING WALL
 KW2036'OF A SMALL CONCRETE BRIDGE.
 KW2036
 KW2036                          STATION RECOVERY (1952)
 KW2036
 KW2036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 KW2036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2028 ***********************************************************************
 JV2028  DESIGNATION -  D 164
 JV2028  PID         -  JV2028
 JV2028  STATE/COUNTY-  PA/ADAMS
 JV2028  USGS QUAD   -  CALEDONIA PARK (1990)
 JV2028
 JV2028                         *CURRENT SURVEY CONTROL
 JV2028  ___________________________________________________________________
 JV2028* NAD 83(1986)-  39 59 16.     (N)    077 22 52.     (W)     SCALED    
 JV2028* NAVD 88     -       428.104  (meters)    1404.54   (feet)  ADJUSTED  
 JV2028  ___________________________________________________________________
 JV2028  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JV2028  DYNAMIC HT  -         427.853 (meters)    1403.71  (feet)  COMP
 JV2028  MODELED GRAV-     980,024.8   (mgal)                       NAVD 88
 JV2028
 JV2028  VERT ORDER  -  SECOND    CLASS 0
 JV2028
 JV2028.The horizontal coordinates were scaled from a topographic map and have
 JV2028.an estimated accuracy of +/- 6 seconds.
 JV2028
 JV2028.The orthometric height was determined by differential leveling
 JV2028.and adjusted by the National Geodetic Survey in June 1991..
 JV2028
 JV2028.The geoid height was determined by GEOID03.
 JV2028
 JV2028.The dynamic height is computed by dividing the NAVD 88
 JV2028.geopotential number by the normal gravity value computed on the
 JV2028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2028.degrees latitude (g = 980.6199 gals.).
 JV2028
 JV2028.The modeled gravity was interpolated from observed gravity values.
 JV2028
 JV2028;                    North         East    Units  Estimated Accuracy
 JV2028;SPC PA S     -    72,730.      631,510.      MT  (+/- 180 meters Scaled)
 JV2028
 JV2028                          SUPERSEDED SURVEY CONTROL
 JV2028
 JV2028  NGVD 29 (??/??/??)  428.283  (m)         1405.13   (f) ADJUSTED    2 0
 JV2028
 JV2028.Superseded values are not recommended for survey control.
 JV2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2028.See file dsdata.txt to determine how the superseded data were derived.
 JV2028
 JV2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK967291(NAD 83)
 JV2028_MARKER: DB = BENCH MARK DISK
 JV2028_SETTING: 66 = SET IN ROCK OUTCROP
 JV2028_SP_SET: ROCK OUTCROP
 JV2028_STAMPING: D 164 1942
 JV2028_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV2028+STABILITY: POSITION/ELEVATION WELL
 JV2028
 JV2028  HISTORY     - Date     Condition        Report By
 JV2028  HISTORY     - 1942     MONUMENTED       CGS
 JV2028  HISTORY     - 20060402 GOOD             GEOCAC
 JV2028
 JV2028                          STATION DESCRIPTION
 JV2028
 JV2028'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV2028'5.4 MI SW FROM PINE GROVE FURNACE.
 JV2028'IN ADAMS COUNTY, 5.4 MILES SOUTHWEST ALONG STATE HIGHWAY 233
 JV2028'FROM THE POST OFFICE AT PINE GROVE FURNACE, CUMBERLAND COUNTY,
 JV2028'11.4 FEET NORTHWEST OF THE NORTH CORNER OF BLACK HAWK CAMP, 30
 JV2028'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 20 FEET WEST OF
 JV2028'A TELEPHONE POLE, AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD
 JV2028'DISK, STAMPED D 164 1942.
 JV2028
 JV2028                          STATION RECOVERY (2006)
 JV2028
 JV2028'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV2028'THE MARK IS LOCATED 30 FEET WEST OF THE MOST NORTHEAST OF TWO
 JV2028'CULVERTS, WHICH IS ACROSS THE ROAD FROM THE NORTHERNMOST POINT OF THE
 JV2028'CAMP. IT IS SET IN A BOULDER ABOUT 4 FEET EAST OF A FORKED 30-INCH
 JV2028'TREE, 3 FEET NORTHWEST OF A 2-INCH SMALL PINE, AND ABOUT 100 FEET
 JV2028'NORTHEAST OF POLE NUMBER 17121861. NOTE - POLE IN ORIGINAL DESCRIPTION
 JV2028'HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0500 ***********************************************************************
 KW0500  DESIGNATION -  D 166 RESET
 KW0500  PID         -  KW0500
 KW0500  STATE/COUNTY-  PA/LEBANON
 KW0500  USGS QUAD   -  FREDERICKSBURG (1978)
 KW0500
 KW0500                         *CURRENT SURVEY CONTROL
 KW0500  ___________________________________________________________________
 KW0500* NAD 83(1986)-  40 27 02.     (N)    076 23 41.     (W)     SCALED    
 KW0500* NAVD 88     -       155.451  (meters)     510.01   (feet)  ADJUSTED  
 KW0500  ___________________________________________________________________
 KW0500  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 KW0500  DYNAMIC HT  -         155.372 (meters)     509.75  (feet)  COMP
 KW0500  MODELED GRAV-     980,116.0   (mgal)                       NAVD 88
 KW0500
 KW0500  VERT ORDER  -  SECOND    CLASS 0
 KW0500
 KW0500.The horizontal coordinates were scaled from a topographic map and have
 KW0500.an estimated accuracy of +/- 6 seconds.
 KW0500
 KW0500.The orthometric height was determined by differential leveling
 KW0500.and adjusted by the National Geodetic Survey in June 1991..
 KW0500
 KW0500.The geoid height was determined by GEOID03.
 KW0500
 KW0500.The dynamic height is computed by dividing the NAVD 88
 KW0500.geopotential number by the normal gravity value computed on the
 KW0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0500.degrees latitude (g = 980.6199 gals.).
 KW0500
 KW0500.The modeled gravity was interpolated from observed gravity values.
 KW0500
 KW0500;                    North         East    Units  Estimated Accuracy
 KW0500;SPC PA S     -   124,930.      714,960.      MT  (+/- 180 meters Scaled)
 KW0500
 KW0500                          SUPERSEDED SURVEY CONTROL
 KW0500
 KW0500  NGVD 29 (??/??/??)  155.655  (m)          510.68   (f) ADJUSTED    2 0
 KW0500
 KW0500.Superseded values are not recommended for survey control.
 KW0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0500.See file dsdata.txt to determine how the superseded data were derived.
 KW0500
 KW0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK817787(NAD 83)
 KW0500_MARKER: DB = BENCH MARK DISK
 KW0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0500_STAMPING: D 166 1942 RESET
 KW0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0500+STABILITY: SURFACE MOTION
 KW0500
 KW0500  HISTORY     - Date     Condition        Report By
 KW0500  HISTORY     - UNK      MONUMENTED       CGS
 KW0500  HISTORY     - 1960     GOOD             CGS
 KW0500  HISTORY     - 20040410 MARK NOT FOUND   GEOCAC
 KW0500
 KW0500                          STATION DESCRIPTION
 KW0500
 KW0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0500'1.9 MI E FROM FREDERICKSBURG.
 KW0500'ABOUT 1.9 MILES EAST ALONG U.S. HIGHWAY 22
 KW0500'FROM THE JUNCTION OF STATE HIGHWAY 343 AND U.S. HIGHWAY AT
 KW0500'FREDERICKSBURG, 130.0 FEET EAST OF THE EAST GATE POST OF AN
 KW0500'EAST AND WEST FENCELINE, 45.0 FEET SOUTH OF THE CENTERLINE
 KW0500'OF THE EAST BOUND TRAFFIC LANE OF U.S. HIGHWAY 22, 17.0
 KW0500'FEET EAST OF TELEPHONE POLE NO. 140, 6.5 FEET NORTH OF AN EAST
 KW0500'AND WEST FENCELINE, ABOUT 10.0 FEET ABOVE THE LEVEL OF THE
 KW0500'HIGHWAY, SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 4
 KW0500'INCHES ABOVE THE SURFACE OF THE GROUND.
 KW0500
 KW0500                          STATION RECOVERY (2004)
 KW0500
 KW0500'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0500'FOUND THE MONUMENT BUT NOT THE DISK AS DESCRIBED. POWER POLE IS
 KW0500'NUMBERED 181.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1994 ***********************************************************************
 KW1994  DESIGNATION -  D 167
 KW1994  PID         -  KW1994
 KW1994  STATE/COUNTY-  PA/CUMBERLAND
 KW1994  USGS QUAD   -  MECHANICSBURG (1987)
 KW1994
 KW1994                         *CURRENT SURVEY CONTROL
 KW1994  ___________________________________________________________________
 KW1994* NAD 83(1986)-  40 10 10.     (N)    077 02 03.     (W)     SCALED    
 KW1994* NAVD 88     -       145.106  (meters)     476.07   (feet)  ADJUSTED  
 KW1994  ___________________________________________________________________
 KW1994  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 KW1994  DYNAMIC HT  -         145.031 (meters)     475.82  (feet)  COMP
 KW1994  MODELED GRAV-     980,109.8   (mgal)                       NAVD 88
 KW1994
 KW1994  VERT ORDER  -  SECOND    CLASS 0
 KW1994
 KW1994.The horizontal coordinates were scaled from a topographic map and have
 KW1994.an estimated accuracy of +/- 6 seconds.
 KW1994
 KW1994.The orthometric height was determined by differential leveling
 KW1994.and adjusted by the National Geodetic Survey in June 1991..
 KW1994
 KW1994.The geoid height was determined by GEOID03.
 KW1994
 KW1994.The dynamic height is computed by dividing the NAVD 88
 KW1994.geopotential number by the normal gravity value computed on the
 KW1994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1994.degrees latitude (g = 980.6199 gals.).
 KW1994
 KW1994.The modeled gravity was interpolated from observed gravity values.
 KW1994
 KW1994;                    North         East    Units  Estimated Accuracy
 KW1994;SPC PA S     -    93,080.      660,970.      MT  (+/- 180 meters Scaled)
 KW1994
 KW1994                          SUPERSEDED SURVEY CONTROL
 KW1994
 KW1994  NGVD 29 (??/??/??)  145.313  (m)          476.75   (f) ADJUSTED    2 0
 KW1994
 KW1994.Superseded values are not recommended for survey control.
 KW1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1994.See file dsdata.txt to determine how the superseded data were derived.
 KW1994
 KW1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK267485(NAD 83)
 KW1994_MARKER: DB = BENCH MARK DISK
 KW1994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1994_STAMPING: D-167 1942
 KW1994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1994+STABILITY: SURFACE MOTION
 KW1994
 KW1994  HISTORY     - Date     Condition        Report By
 KW1994  HISTORY     - 1942     MONUMENTED       CGS
 KW1994  HISTORY     - 1952     GOOD             CGS
 KW1994
 KW1994                          STATION DESCRIPTION
 KW1994
 KW1994'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1994'4.1 MI S FROM MECHANICSBURG.
 KW1994'ABOUT 1.0 MILE WEST ALONG THE MAIN LINE OF THE PENNSYLVANIA
 KW1994'RAILROAD FROM THE STATION AT MECHANICSBURG, THENCE, ABOUT 3.1
 KW1994'MILES SOUTH ALONG THE DILLSBURG BRANCH, 27.5 FT. NORTH OF THE
 KW1994'CENTER LINE OF A COUNTRY ROAD, 25.5 FT. EAST OF THE CENTER
 KW1994'LINE OF THE TRACK, 7 FT. NORTH-WEST OF A GATE POST, 1.0 FT. WEST
 KW1994'OF A WHITE POST STENCILED U.S.B.M., A STANDARD DISK IN A CONCRETE
 KW1994'POST ABOUT 4 FT. LOWER THAN THE TRACK.
 KW1994
 KW1994                          STATION RECOVERY (1952)
 KW1994
 KW1994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 KW1994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1031 ***********************************************************************
 KW1031  DESIGNATION -  D 168
 KW1031  PID         -  KW1031
 KW1031  STATE/COUNTY-  PA/YORK
 KW1031  USGS QUAD   -  STEELTON (1987)
 KW1031
 KW1031                         *CURRENT SURVEY CONTROL
 KW1031  ___________________________________________________________________
 KW1031* NAD 83(1986)-  40 08 00.     (N)    076 48 40.     (W)     SCALED    
 KW1031* NAVD 88     -       178.966  (meters)     587.16   (feet)  ADJUSTED  
 KW1031  ___________________________________________________________________
 KW1031  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KW1031  DYNAMIC HT  -         178.872 (meters)     586.85  (feet)  COMP
 KW1031  MODELED GRAV-     980,099.8   (mgal)                       NAVD 88
 KW1031
 KW1031  VERT ORDER  -  SECOND    CLASS 0
 KW1031
 KW1031.The horizontal coordinates were scaled from a topographic map and have
 KW1031.an estimated accuracy of +/- 6 seconds.
 KW1031
 KW1031.The orthometric height was determined by differential leveling
 KW1031.and adjusted by the National Geodetic Survey in June 1991..
 KW1031
 KW1031.The geoid height was determined by GEOID03.
 KW1031
 KW1031.The dynamic height is computed by dividing the NAVD 88
 KW1031.geopotential number by the normal gravity value computed on the
 KW1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1031.degrees latitude (g = 980.6199 gals.).
 KW1031
 KW1031.The modeled gravity was interpolated from observed gravity values.
 KW1031
 KW1031;                    North         East    Units  Estimated Accuracy
 KW1031;SPC PA S     -    89,250.      680,020.      MT  (+/- 180 meters Scaled)
 KW1031
 KW1031                          SUPERSEDED SURVEY CONTROL
 KW1031
 KW1031  NGVD 29 (??/??/??)  179.184  (m)          587.87   (f) ADJUSTED    2 0
 KW1031
 KW1031.Superseded values are not recommended for survey control.
 KW1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1031.See file dsdata.txt to determine how the superseded data were derived.
 KW1031
 KW1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK457441(NAD 83)
 KW1031_MARKER: DB = BENCH MARK DISK
 KW1031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1031_SP_SET: CULVERT
 KW1031_STAMPING: D 168 1942
 KW1031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1031+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2001
 KW1031
 KW1031  HISTORY     - Date     Condition        Report By
 KW1031  HISTORY     - 1942     MONUMENTED       CGS
 KW1031  HISTORY     - 1963     GOOD             CGS
 KW1031  HISTORY     - 20011111 GOOD             USPSQD
 KW1031
 KW1031                          STATION DESCRIPTION
 KW1031
 KW1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1031'2.9 MI E FROM LEWISBERRY.
 KW1031'ABOUT 2.9 MILES EAST ALONG HIGHWAY NO. 24 FROM THE POST OFFICE
 KW1031'AT LEWISBERRY, 140 FT. SOUTH-WEST OF A FRAME GARAGE, 14 FT.
 KW1031'SOUTH OF THE CENTER LINE OF HIGHWAY NO. 24, A STANDARD DISK
 KW1031'SET IN THE CENTER OF THE CONCRETE HEAD WALL OF A CULVERT.
 KW1031
 KW1031                          STATION RECOVERY (1963)
 KW1031
 KW1031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 KW1031'RECOVERED IN GOOD CONDITION.
 KW1031
 KW1031                          STATION RECOVERY (2001)
 KW1031
 KW1031'RECOVERY NOTE BY US POWER SQUADRON 2001 (DPP)
 KW1031'BEGINNING AT THE BRIDGE WHERE I-83 CROSSES I-76 (PENNSYLVANIA
 KW1031'TURNPIKE), THENCE 7.0 MILES SOUTHEAST ON I-83 TO EXIT 32, PA RT. 382
 KW1031'AT NEWBERRYTOWN, THENCE 0.8 MI. WEST ON 382 TO SANGER DRIVE, THENCE
 KW1031'0.1 MI. WEST ON SANGER DRIVE TO THE STATION ON THE LEFT. A STANDARD
 KW1031'DISK IN GOOD CONDITION SET IN THE HEADWALL OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1296 ***********************************************************************
 KW1296  DESIGNATION -  D 169
 KW1296  PID         -  KW1296
 KW1296  STATE/COUNTY-  PA/LEBANON
 KW1296  USGS QUAD   -  ELIZABETHTOWN (1990)
 KW1296
 KW1296                         *CURRENT SURVEY CONTROL
 KW1296  ___________________________________________________________________
 KW1296* NAD 83(1986)-  40 13 16.     (N)    076 32 23.     (W)     SCALED    
 KW1296* NAVD 88     -       141.108  (meters)     462.95   (feet)  ADJUSTED  
 KW1296  ___________________________________________________________________
 KW1296  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 KW1296  DYNAMIC HT  -         141.033 (meters)     462.71  (feet)  COMP
 KW1296  MODELED GRAV-     980,094.7   (mgal)                       NAVD 88
 KW1296
 KW1296  VERT ORDER  -  SECOND    CLASS 0
 KW1296
 KW1296.The horizontal coordinates were scaled from a topographic map and have
 KW1296.an estimated accuracy of +/- 6 seconds.
 KW1296
 KW1296.The orthometric height was determined by differential leveling
 KW1296.and adjusted by the National Geodetic Survey in June 1991..
 KW1296
 KW1296.The geoid height was determined by GEOID03.
 KW1296
 KW1296.The dynamic height is computed by dividing the NAVD 88
 KW1296.geopotential number by the normal gravity value computed on the
 KW1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1296.degrees latitude (g = 980.6199 gals.).
 KW1296
 KW1296.The modeled gravity was interpolated from observed gravity values.
 KW1296
 KW1296;                    North         East    Units  Estimated Accuracy
 KW1296;SPC PA S     -    99,280.      703,010.      MT  (+/- 180 meters Scaled)
 KW1296
 KW1296                          SUPERSEDED SURVEY CONTROL
 KW1296
 KW1296  NGVD 29 (??/??/??)  141.359  (m)          463.78   (f) ADJUSTED    2 0
 KW1296
 KW1296.Superseded values are not recommended for survey control.
 KW1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1296.See file dsdata.txt to determine how the superseded data were derived.
 KW1296
 KW1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK689534(NAD 83)
 KW1296_MARKER: DB = BENCH MARK DISK
 KW1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1296_STAMPING: D 169 1942
 KW1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1296+STABILITY: SURFACE MOTION
 KW1296
 KW1296  HISTORY     - Date     Condition        Report By
 KW1296  HISTORY     - 1942     MONUMENTED       CGS
 KW1296  HISTORY     - 20040229 MARK NOT FOUND   GEOCAC
 KW1296
 KW1296                          STATION DESCRIPTION
 KW1296
 KW1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1296'8.1 MI SW FROM CORNWALL.
 KW1296'ABOUT 8.1 MILES SOUTH-WEST ALONG THE CORNWALL AND LEBANON
 KW1296'RAILROAD FROM THE POST OFFICE AT CORNWALL, AT LAWN, 52 FT.
 KW1296'NORTH-EAST OF THE CENTER LINE OF A ROAD CROSSING, 25.5 FT.
 KW1296'NORTH-WEST OF THE CENTER LINE OF THE MAIN TRACK, 2.0 FT.
 KW1296'SOUTH-EAST OF A WHITE POST STENCILED U.B.S.M., A STANDARD DISK
 KW1296'SET IN A CONCRETE POST.
 KW1296
 KW1296                          STATION RECOVERY (2004)
 KW1296
 KW1296'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1064 ***********************************************************************
 LZ1064  DESIGNATION -  D 17
 LZ1064  PID         -  LZ1064
 LZ1064  STATE/COUNTY-  PA/LYCOMING
 LZ1064  USGS QUAD   -  JERSEY SHORE (1986)
 LZ1064
 LZ1064                         *CURRENT SURVEY CONTROL
 LZ1064  ___________________________________________________________________
 LZ1064* NAD 83(1986)-  41 14 20.     (N)    077 20 01.     (W)     SCALED    
 LZ1064* NAVD 88     -       175.244  (meters)     574.95   (feet)  ADJUSTED  
 LZ1064  ___________________________________________________________________
 LZ1064  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 LZ1064  DYNAMIC HT  -         175.165 (meters)     574.69  (feet)  COMP
 LZ1064  MODELED GRAV-     980,170.7   (mgal)                       NAVD 88
 LZ1064
 LZ1064  VERT ORDER  -  SECOND    CLASS 0
 LZ1064
 LZ1064.The horizontal coordinates were scaled from a topographic map and have
 LZ1064.an estimated accuracy of +/- 6 seconds.
 LZ1064
 LZ1064.The orthometric height was determined by differential leveling
 LZ1064.and adjusted by the National Geodetic Survey in June 1991..
 LZ1064
 LZ1064.The geoid height was determined by GEOID03.
 LZ1064
 LZ1064.The dynamic height is computed by dividing the NAVD 88
 LZ1064.geopotential number by the normal gravity value computed on the
 LZ1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1064.degrees latitude (g = 980.6199 gals.).
 LZ1064
 LZ1064.The modeled gravity was interpolated from observed gravity values.
 LZ1064
 LZ1064;                    North         East    Units  Estimated Accuracy
 LZ1064;SPC PA N     -   119,160.      634,910.      MT  (+/- 180 meters Scaled)
 LZ1064
 LZ1064                          SUPERSEDED SURVEY CONTROL
 LZ1064
 LZ1064  NGVD 29 (??/??/92)  175.441  (m)          575.59   (f) ADJ UNCH    2 0
 LZ1064
 LZ1064.Superseded values are not recommended for survey control.
 LZ1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1064.See file dsdata.txt to determine how the superseded data were derived.
 LZ1064
 LZ1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL044679(NAD 83)
 LZ1064_MARKER: DB = BENCH MARK DISK
 LZ1064_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1064_SP_SET: PIER
 LZ1064_STAMPING: D 17 1934
 LZ1064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1064
 LZ1064  HISTORY     - Date     Condition        Report By
 LZ1064  HISTORY     - 1934     MONUMENTED       CGS
 LZ1064
 LZ1064                          STATION DESCRIPTION
 LZ1064
 LZ1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1064'3.6 MI N FROM JERSEY SHORE.
 LZ1064'ABOUT 3.6 MILES NORTH ALONG U.S. HIGHWAY 220 AND STATE HIGHWAY
 LZ1064'44 FROM THE CROSSING OF U.S. HIGHWAY 220 AND THE NEW YORK CENTRAL
 LZ1064'RAILROAD AT JERSEY SHORE, LYCOMING COUNTY, ABOUT 1500 FEET NORTH
 LZ1064'OF MILEPOST L 164, AT RAILROAD BRIDGE 153, AND IN THE TOP OF THE
 LZ1064'WEST SIDE OF THE FIRST PIER FACING NORTH.  A STANDARD DISK,
 LZ1064'STAMPED D 17 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0762 ***********************************************************************
 KW0762  DESIGNATION -  D 170
 KW0762  PID         -  KW0762
 KW0762  STATE/COUNTY-  PA/LANCASTER
 KW0762  USGS QUAD   -  COLUMBIA WEST (1990)
 KW0762
 KW0762                         *CURRENT SURVEY CONTROL
 KW0762  ___________________________________________________________________
 KW0762* NAD 83(1986)-  40 06 31.     (N)    076 30 10.     (W)     SCALED    
 KW0762* NAVD 88     -       109.952  (meters)     360.73   (feet)  ADJUSTED  
 KW0762  ___________________________________________________________________
 KW0762  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 KW0762  DYNAMIC HT  -         109.895 (meters)     360.55  (feet)  COMP
 KW0762  MODELED GRAV-     980,104.9   (mgal)                       NAVD 88
 KW0762
 KW0762  VERT ORDER  -  SECOND    CLASS 0
 KW0762
 KW0762.The horizontal coordinates were scaled from a topographic map and have
 KW0762.an estimated accuracy of +/- 6 seconds.
 KW0762
 KW0762.The orthometric height was determined by differential leveling
 KW0762.and adjusted by the National Geodetic Survey in June 1991..
 KW0762
 KW0762.The geoid height was determined by GEOID03.
 KW0762
 KW0762.The dynamic height is computed by dividing the NAVD 88
 KW0762.geopotential number by the normal gravity value computed on the
 KW0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0762.degrees latitude (g = 980.6199 gals.).
 KW0762
 KW0762.The modeled gravity was interpolated from observed gravity values.
 KW0762
 KW0762;                    North         East    Units  Estimated Accuracy
 KW0762;SPC PA S     -    86,830.      706,330.      MT  (+/- 180 meters Scaled)
 KW0762
 KW0762                          SUPERSEDED SURVEY CONTROL
 KW0762
 KW0762  NGVD 29 (??/??/??)  110.190  (m)          361.51   (f) ADJUSTED    2 0
 KW0762
 KW0762.Superseded values are not recommended for survey control.
 KW0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0762.See file dsdata.txt to determine how the superseded data were derived.
 KW0762
 KW0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK719408(NAD 83)
 KW0762_MARKER: DB = BENCH MARK DISK
 KW0762_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0762_SP_SET: BASE
 KW0762_STAMPING: D 170 1942
 KW0762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0762
 KW0762  HISTORY     - Date     Condition        Report By
 KW0762  HISTORY     - 1942     MONUMENTED       CGS
 KW0762  HISTORY     - 20040320 GOOD             GEOCAC
 KW0762
 KW0762                          STATION DESCRIPTION
 KW0762
 KW0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0762'AT MOUNT JOY.
 KW0762'AT MOUNT JOY, 84.5 FEET SOUTHWEST OF THE PENN. RAILROAD STATION,
 KW0762'11.5 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, A STANDARD
 KW0762'DISK SET IN THE CONCRETE BASE OF A STEEL TROLLEY POLE AND IN THE
 KW0762'CENTER OF A WAITING SHED.
 KW0762
 KW0762                          STATION RECOVERY (2004)
 KW0762
 KW0762'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0762'WAITING SHED HAS BEEN REMOVED AND AND A NEW ONE ERECTED TO THE EAST.
 KW0762'THE MARK REMAINS IN THE FOUNDATION OF THE OLD SHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0687 ***********************************************************************
 KW0687  DESIGNATION -  D 171
 KW0687  PID         -  KW0687
 KW0687  STATE/COUNTY-  PA/LANCASTER
 KW0687  USGS QUAD   -  LITITZ (1995)
 KW0687
 KW0687                         *CURRENT SURVEY CONTROL
 KW0687  ___________________________________________________________________
 KW0687* NAD 83(1986)-  40 14 48.     (N)    076 21 31.     (W)     SCALED    
 KW0687* NAVD 88     -       230.422  (meters)     755.98   (feet)  ADJUSTED  
 KW0687  ___________________________________________________________________
 KW0687  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 KW0687  DYNAMIC HT  -         230.296 (meters)     755.56  (feet)  COMP
 KW0687  MODELED GRAV-     980,073.2   (mgal)                       NAVD 88
 KW0687
 KW0687  VERT ORDER  -  SECOND    CLASS 0
 KW0687
 KW0687.The horizontal coordinates were scaled from a topographic map and have
 KW0687.an estimated accuracy of +/- 6 seconds.
 KW0687
 KW0687.The orthometric height was determined by differential leveling
 KW0687.and adjusted by the National Geodetic Survey in June 1991..
 KW0687
 KW0687.The geoid height was determined by GEOID03.
 KW0687
 KW0687.The dynamic height is computed by dividing the NAVD 88
 KW0687.geopotential number by the normal gravity value computed on the
 KW0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0687.degrees latitude (g = 980.6199 gals.).
 KW0687
 KW0687.The modeled gravity was interpolated from observed gravity values.
 KW0687
 KW0687;                    North         East    Units  Estimated Accuracy
 KW0687;SPC PA S     -   102,340.      718,380.      MT  (+/- 180 meters Scaled)
 KW0687
 KW0687                          SUPERSEDED SURVEY CONTROL
 KW0687
 KW0687  NGVD 29 (??/??/??)  230.633  (m)          756.67   (f) ADJUSTED    2 0
 KW0687
 KW0687.Superseded values are not recommended for survey control.
 KW0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0687.See file dsdata.txt to determine how the superseded data were derived.
 KW0687
 KW0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK844560(NAD 83)
 KW0687_MARKER: DB = BENCH MARK DISK
 KW0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0687_STAMPING: D 171 1942
 KW0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0687+STABILITY: SURFACE MOTION
 KW0687_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0687+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 KW0687
 KW0687  HISTORY     - Date     Condition        Report By
 KW0687  HISTORY     - 1942     MONUMENTED       CGS
 KW0687  HISTORY     - 1954     GOOD             USGS
 KW0687  HISTORY     - 20050319 GOOD             GEOCAC
 KW0687
 KW0687                          STATION DESCRIPTION
 KW0687
 KW0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0687'4.3 MI SE FROM CORNWALL.
 KW0687'ABOUT 4.3 MILES SOUTHEAST ALONG HIGHWAY NO. U.S. 322 FROM THE
 KW0687'CORNWALL RAILROAD STATION, 48.5 FEET SOUTH OF THE CENTER LINE
 KW0687'OF THE HIGHWAY, 59 FEET NORTH OF A 15-INCH OAK TREE WITH A
 KW0687'TRIANGLE BLAZE, 24 FEET SOUTHEAST OF A 12-INCH OAK TREE WITH
 KW0687'A TRIANGLE BLAZE, 1.5 FEET NORTH OF A WHITE POST STENCILED
 KW0687'U.S.B.M.   A STANDARD DISK SET IN A CONCRETE POST.
 KW0687
 KW0687                          STATION RECOVERY (1954)
 KW0687
 KW0687'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 KW0687'NOTE--37 FT SE OF SE END OF SOUTH GUARD RAIL.
 KW0687
 KW0687                          STATION RECOVERY (2005)
 KW0687
 KW0687'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0687'MARK IS LOCATED AT THE WEST END OF A PENNSYLVANIA STATE GAME LANDS
 KW0687'PARKING LOT. IT IS APPROXIMATELY 1 FOOT WEST OF THE WEST BARRIER, AT
 KW0687'THE NORTH END OF THE BARRIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0715 ***********************************************************************
 KW0715  DESIGNATION -  D 172
 KW0715  PID         -  KW0715
 KW0715  STATE/COUNTY-  PA/LANCASTER
 KW0715  USGS QUAD   -  WOMELSDORF (1984)
 KW0715
 KW0715                         *CURRENT SURVEY CONTROL
 KW0715  ___________________________________________________________________
 KW0715* NAD 83(1986)-  40 17 08.     (N)    076 09 54.     (W)     SCALED    
 KW0715* NAVD 88     -       154.390  (meters)     506.53   (feet)  ADJUSTED  
 KW0715  ___________________________________________________________________
 KW0715  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 KW0715  DYNAMIC HT  -         154.307 (meters)     506.26  (feet)  COMP
 KW0715  MODELED GRAV-     980,086.1   (mgal)                       NAVD 88
 KW0715
 KW0715  VERT ORDER  -  SECOND    CLASS 0
 KW0715
 KW0715.The horizontal coordinates were scaled from a topographic map and have
 KW0715.an estimated accuracy of +/- 6 seconds.
 KW0715
 KW0715.The orthometric height was determined by differential leveling
 KW0715.and adjusted by the National Geodetic Survey in June 1991..
 KW0715
 KW0715.The geoid height was determined by GEOID03.
 KW0715
 KW0715.The dynamic height is computed by dividing the NAVD 88
 KW0715.geopotential number by the normal gravity value computed on the
 KW0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0715.degrees latitude (g = 980.6199 gals.).
 KW0715
 KW0715.The modeled gravity was interpolated from observed gravity values.
 KW0715
 KW0715;                    North         East    Units  Estimated Accuracy
 KW0715;SPC PA S     -   106,940.      734,770.      MT  (+/- 180 meters Scaled)
 KW0715
 KW0715                          SUPERSEDED SURVEY CONTROL
 KW0715
 KW0715  NGVD 29 (??/??/??)  154.626  (m)          507.30   (f) ADJUSTED    2 0
 KW0715
 KW0715.Superseded values are not recommended for survey control.
 KW0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0715.See file dsdata.txt to determine how the superseded data were derived.
 KW0715
 KW0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK009601(NAD 83)
 KW0715_MARKER: DB = BENCH MARK DISK
 KW0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0715_STAMPING: D 172 1942
 KW0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0715+STABILITY: SURFACE MOTION
 KW0715
 KW0715  HISTORY     - Date     Condition        Report By
 KW0715  HISTORY     - 1942     MONUMENTED       CGS
 KW0715  HISTORY     - 20060409 MARK NOT FOUND   GEOCAC
 KW0715
 KW0715                          STATION DESCRIPTION
 KW0715
 KW0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0715'3.1 MI NW FROM REINHOLDS.
 KW0715'ABOUT 3.1 MILES NORTHWEST ALONG HIGHWAY NO. 897 FROM THE READING
 KW0715'CO. RAILROAD STATION AT REINHOLDS, ABOUT 250 FEET NORTHWEST
 KW0715'OF A LARGE BARN, 24 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 KW0715'11 FEET WEST OF A 30-INCH LOCUST TREE, 1.3 FEET SOUTH OF A WHITE
 KW0715'POST STENCILED U.S.B.M.   A STANDARD DISK SET IN A CONCRETE POST
 KW0715'IN THE SOUTHEAST CORNER OF A FIELD ALONG A FENCE LINE.
 KW0715
 KW0715                          STATION RECOVERY (2006)
 KW0715
 KW0715'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0715'FENCE HAS BEEN REMOVED. THERE IS NO TREE AT THE SPECIFIED LOCATION.
 KW0715'AREA HAS BEEN CULTIVATED CLOSE TO THE ROAD. NO SIGN OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0549 ***********************************************************************
 KW0549  DESIGNATION -  D 173
 KW0549  PID         -  KW0549
 KW0549  STATE/COUNTY-  PA/BERKS
 KW0549  USGS QUAD   -  BETHEL (1992)
 KW0549
 KW0549                         *CURRENT SURVEY CONTROL
 KW0549  ___________________________________________________________________
 KW0549* NAD 83(1986)-  40 29 52.     (N)    076 19 01.     (W)     SCALED    
 KW0549* NAVD 88     -       193.487  (meters)     634.80   (feet)  ADJUSTED  
 KW0549  ___________________________________________________________________
 KW0549  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 KW0549  DYNAMIC HT  -         193.386 (meters)     634.47  (feet)  COMP
 KW0549  MODELED GRAV-     980,104.2   (mgal)                       NAVD 88
 KW0549
 KW0549  VERT ORDER  -  SECOND    CLASS 0
 KW0549
 KW0549.The horizontal coordinates were scaled from a topographic map and have
 KW0549.an estimated accuracy of +/- 6 seconds.
 KW0549
 KW0549.The orthometric height was determined by differential leveling
 KW0549.and adjusted by the National Geodetic Survey in June 1991..
 KW0549
 KW0549.The geoid height was determined by GEOID03.
 KW0549
 KW0549.The dynamic height is computed by dividing the NAVD 88
 KW0549.geopotential number by the normal gravity value computed on the
 KW0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0549.degrees latitude (g = 980.6199 gals.).
 KW0549
 KW0549.The modeled gravity was interpolated from observed gravity values.
 KW0549
 KW0549;                    North         East    Units  Estimated Accuracy
 KW0549;SPC PA S     -   130,280.      721,470.      MT  (+/- 180 meters Scaled)
 KW0549
 KW0549                          SUPERSEDED SURVEY CONTROL
 KW0549
 KW0549  NGVD 29 (??/??/??)  193.689  (m)          635.46   (f) ADJUSTED    2 0
 KW0549
 KW0549.Superseded values are not recommended for survey control.
 KW0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0549.See file dsdata.txt to determine how the superseded data were derived.
 KW0549
 KW0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK884838(NAD 83)
 KW0549_MARKER: DB = BENCH MARK DISK
 KW0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0549_STAMPING: D 173 1942
 KW0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0549+STABILITY: SURFACE MOTION
 KW0549
 KW0549  HISTORY     - Date     Condition        Report By
 KW0549  HISTORY     - 1942     MONUMENTED       CGS
 KW0549  HISTORY     - 20021219 MARK NOT FOUND   USPSQD
 KW0549
 KW0549                          STATION DESCRIPTION
 KW0549
 KW0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0549'2.4 MI NW FROM BETHEL.
 KW0549'1.9 MILES NORTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE
 KW0549'AT BETHEL, THENCE 0.5 MILE NORTH ALONG A NEW GRAVEL ROAD, 41
 KW0549'FEET WEST OF THE CENTERLINE OF THE ROAD, 15 FEET EAST OF THE
 KW0549'EAST END OF AN EAST-WEST FENCE, AND 1 1/2 FEET EAST OF A STANDARD
 KW0549'REFERENCE POST.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 KW0549'POST.
 KW0549
 KW0549                          STATION RECOVERY (2002)
 KW0549
 KW0549'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW0549'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2286 ***********************************************************************
 KV2286  DESIGNATION -  D 174
 KV2286  PID         -  KV2286
 KV2286  STATE/COUNTY-  PA/BERKS
 KV2286  USGS QUAD   -  TEMPLE (1983)
 KV2286
 KV2286                         *CURRENT SURVEY CONTROL
 KV2286  ___________________________________________________________________
 KV2286* NAD 83(1986)-  40 22 50.     (N)    075 56 45.     (W)     SCALED    
 KV2286* NAVD 88     -        73.452  (meters)     240.98   (feet)  ADJUSTED  
 KV2286  ___________________________________________________________________
 KV2286  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 KV2286  DYNAMIC HT  -          73.415 (meters)     240.86  (feet)  COMP
 KV2286  MODELED GRAV-     980,111.8   (mgal)                       NAVD 88
 KV2286
 KV2286  VERT ORDER  -  SECOND    CLASS 0
 KV2286
 KV2286.The horizontal coordinates were scaled from a topographic map and have
 KV2286.an estimated accuracy of +/- 6 seconds.
 KV2286
 KV2286.The orthometric height was determined by differential leveling
 KV2286.and adjusted by the National Geodetic Survey in June 1991..
 KV2286
 KV2286.The geoid height was determined by GEOID03.
 KV2286
 KV2286.The dynamic height is computed by dividing the NAVD 88
 KV2286.geopotential number by the normal gravity value computed on the
 KV2286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2286.degrees latitude (g = 980.6199 gals.).
 KV2286
 KV2286.The modeled gravity was interpolated from observed gravity values.
 KV2286
 KV2286;                    North         East    Units  Estimated Accuracy
 KV2286;SPC PA S     -   117,840.      753,190.      MT  (+/- 180 meters Scaled)
 KV2286
 KV2286                          SUPERSEDED SURVEY CONTROL
 KV2286
 KV2286  NGVD 29 (??/??/??)   73.689  (m)          241.76   (f) ADJUSTED    2 0
 KV2286
 KV2286.Superseded values are not recommended for survey control.
 KV2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2286.See file dsdata.txt to determine how the superseded data were derived.
 KV2286
 KV2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK197704(NAD 83)
 KV2286_MARKER: DD = SURVEY DISK
 KV2286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2286_SP_SET: BRIDGE WALL
 KV2286_STAMPING: D 174 1942
 KV2286_MARK LOGO: PADH  
 KV2286_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV2286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2286+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2002
 KV2286
 KV2286  HISTORY     - Date     Condition        Report By
 KV2286  HISTORY     - 1934     MONUMENTED       PADH
 KV2286  HISTORY     - 1942     GOOD             CGS
 KV2286  HISTORY     - 1950     GOOD             CGS
 KV2286  HISTORY     - 1990     GOOD             USPSQD
 KV2286  HISTORY     - 19990901 GOOD             PADT
 KV2286  HISTORY     - 20020115 GOOD             USPSQD
 KV2286
 KV2286                          STATION DESCRIPTION
 KV2286
 KV2286'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2286'0.8 MI W FROM MUHLENBURG STATION.
 KV2286'0.8 MILE WEST ALONG A PAVED ROAD FROM THE INTERSECTION OF U.S
 KV2286'HIGHWAY NO. 122 AND A PAVED ROAD LEADING WEST AT MULHENBURG
 KV2286'STATION, AT A CONCRETE BRIDGE NO. 4/15.19 WHICH IS AT THE SOUTH
 KV2286'END OF A SMALL LAKE.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS
 KV2286'BRONZE DISK, SET IN THE TOP OF THE SOUTHWEST WINGWALL, AND 13
 KV2286'FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD.
 KV2286
 KV2286                          STATION RECOVERY (1950)
 KV2286
 KV2286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 KV2286'RECOVERED IN GOOD CONDITION.
 KV2286
 KV2286                          STATION RECOVERY (1990)
 KV2286
 KV2286'RECOVERY NOTE BY US POWER SQUADRON 1990 (RDF)
 KV2286'RECOVERED IN GOOD CONDITION.
 KV2286
 KV2286                          STATION RECOVERY (1999)
 KV2286
 KV2286'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (SQ)
 KV2286'RECOVERED AS DESCRIBED.
 KV2286
 KV2286                          STATION RECOVERY (2002)
 KV2286
 KV2286'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KV2286'CORRECTION - MARK ON N/W WING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1109 ***********************************************************************
 KW1109  DESIGNATION -  D 175 PADH
 KW1109  PID         -  KW1109
 KW1109  STATE/COUNTY-  PA/DAUPHIN
 KW1109  USGS QUAD   -  HARRISBURG WEST (1987)
 KW1109
 KW1109                         *CURRENT SURVEY CONTROL
 KW1109  ___________________________________________________________________
 KW1109* NAD 83(1986)-  40 21 33.     (N)    076 53 03.     (W)     SCALED    
 KW1109* NAVD 88     -       121.128  (meters)     397.40   (feet)  ADJUSTED  
 KW1109  ___________________________________________________________________
 KW1109  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 KW1109  DYNAMIC HT  -         121.068 (meters)     397.20  (feet)  COMP
 KW1109  MODELED GRAV-     980,130.3   (mgal)                       NAVD 88
 KW1109
 KW1109  VERT ORDER  -  SECOND    CLASS 0
 KW1109
 KW1109.The horizontal coordinates were scaled from a topographic map and have
 KW1109.an estimated accuracy of +/- 6 seconds.
 KW1109
 KW1109.The orthometric height was determined by differential leveling
 KW1109.and adjusted by the National Geodetic Survey in June 1991..
 KW1109
 KW1109.The geoid height was determined by GEOID03.
 KW1109
 KW1109.The dynamic height is computed by dividing the NAVD 88
 KW1109.geopotential number by the normal gravity value computed on the
 KW1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1109.degrees latitude (g = 980.6199 gals.).
 KW1109
 KW1109.The modeled gravity was interpolated from observed gravity values.
 KW1109
 KW1109;                    North         East    Units  Estimated Accuracy
 KW1109;SPC PA S     -   114,260.      673,540.      MT  (+/- 180 meters Scaled)
 KW1109
 KW1109                          SUPERSEDED SURVEY CONTROL
 KW1109
 KW1109  NGVD 29 (??/??/??)  121.349  (m)          398.13   (f) ADJUSTED    2 0
 KW1109
 KW1109.Superseded values are not recommended for survey control.
 KW1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1109.See file dsdata.txt to determine how the superseded data were derived.
 KW1109
 KW1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK400693(NAD 83)
 KW1109_MARKER: DD = SURVEY DISK
 KW1109_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1109_SP_SET: BRIDGE
 KW1109_STAMPING: D 175 1942
 KW1109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1109
 KW1109  HISTORY     - Date     Condition        Report By
 KW1109  HISTORY     - UNK      MONUMENTED       PADH
 KW1109  HISTORY     - 1942     GOOD             CGS
 KW1109  HISTORY     - 20010112 MARK NOT FOUND   PADT
 KW1109
 KW1109                          STATION DESCRIPTION
 KW1109
 KW1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1109'3.2 MI E FROM DAUPHIN.
 KW1109'1.6 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1109'STATION AT DAUPHIN, THENCE 1.6 MILES NORTHEAST ALONG STATE
 KW1109'HIGHWAY 443, SET IN THE SOUTHEAST CORNER OF THE SOUTHWEST
 KW1109'ABUTMENT OF A CONCRETE BRIDGE, 34.4 FEET NORTHEAST OF THE
 KW1109'CENTERLINE OF A SIDE ROAD LEADING SOUTHEAST, 18 FEET SOUTHEAST
 KW1109'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD PENNSYLVANIA
 KW1109'DEPARTMENT OF HIGHWAYS DISK.  STAMPED BY THE C AND G S.
 KW1109
 KW1109                          STATION RECOVERY (2001)
 KW1109
 KW1109'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (SMM)
 KW1109'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1488 ***********************************************************************
 KW1488  DESIGNATION -  D 177
 KW1488  PID         -  KW1488
 KW1488  STATE/COUNTY-  PA/DAUPHIN
 KW1488  USGS QUAD   -  TOWER CITY (1974)
 KW1488
 KW1488                         *CURRENT SURVEY CONTROL
 KW1488  ___________________________________________________________________
 KW1488* NAD 83(1986)-  40 33 25.     (N)    076 34 03.     (W)     SCALED    
 KW1488* NAVD 88     -       246.399  (meters)     808.39   (feet)  ADJUSTED  
 KW1488  ___________________________________________________________________
 KW1488  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KW1488  DYNAMIC HT  -         246.276 (meters)     807.99  (feet)  COMP
 KW1488  MODELED GRAV-     980,119.8   (mgal)                       NAVD 88
 KW1488
 KW1488  VERT ORDER  -  SECOND    CLASS 0
 KW1488
 KW1488.The horizontal coordinates were scaled from a topographic map and have
 KW1488.an estimated accuracy of +/- 6 seconds.
 KW1488
 KW1488.The orthometric height was determined by differential leveling
 KW1488.and adjusted by the National Geodetic Survey in June 1991..
 KW1488
 KW1488.The geoid height was determined by GEOID03.
 KW1488
 KW1488.The dynamic height is computed by dividing the NAVD 88
 KW1488.geopotential number by the normal gravity value computed on the
 KW1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1488.degrees latitude (g = 980.6199 gals.).
 KW1488
 KW1488.The modeled gravity was interpolated from observed gravity values.
 KW1488
 KW1488;                    North         East    Units  Estimated Accuracy
 KW1488;SPC PA S     -   136,540.      700,150.      MT  (+/- 180 meters Scaled)
 KW1488
 KW1488                          SUPERSEDED SURVEY CONTROL
 KW1488
 KW1488  NGVD 29 (??/??/??)  246.632  (m)          809.16   (f) ADJUSTED    2 0
 KW1488
 KW1488.Superseded values are not recommended for survey control.
 KW1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1488.See file dsdata.txt to determine how the superseded data were derived.
 KW1488
 KW1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK672907(NAD 83)
 KW1488_MARKER: DB = BENCH MARK DISK
 KW1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1488_STAMPING: D 177 1942
 KW1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1488+STABILITY: SURFACE MOTION
 KW1488
 KW1488  HISTORY     - Date     Condition        Report By
 KW1488  HISTORY     - 1942     MONUMENTED       CGS
 KW1488
 KW1488                          STATION DESCRIPTION
 KW1488
 KW1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1488'3.1 MI SW FROM TOWER CITY.
 KW1488'3.1 MILES SOUTHWEST ALONG THE COUNTY ROAD FROM THE STATION AT
 KW1488'TOWER CITY, ABOUT 0.1 MILE SOUTHWEST OF A SIDE ROAD LEADING
 KW1488'SOUTHEAST, ABOUT 300 FEET NORTHEAST OF A SMALL TEXACO SERVICE
 KW1488'STATION, 28 FEET NORTHEAST OF THE NORTH CORNER OF THE BARN,
 KW1488'18.8 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 5.3 FEET
 KW1488'SOUTHWEST OF POLE 29541.  A STANDARD DISK SET IN TOP OF A
 KW1488'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1099 ***********************************************************************
 KW1099  DESIGNATION -  D 178
 KW1099  PID         -  KW1099
 KW1099  STATE/COUNTY-  PA/DAUPHIN
 KW1099  USGS QUAD   -  ENDERS (1974)
 KW1099
 KW1099                         *CURRENT SURVEY CONTROL
 KW1099  ___________________________________________________________________
 KW1099* NAD 83(1986)-  40 27 29.     (N)    076 45 33.     (W)     SCALED    
 KW1099* NAVD 88     -       180.868  (meters)     593.40   (feet)  ADJUSTED  
 KW1099  ___________________________________________________________________
 KW1099  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KW1099  DYNAMIC HT  -         180.775 (meters)     593.09  (feet)  COMP
 KW1099  MODELED GRAV-     980,109.8   (mgal)                       NAVD 88
 KW1099
 KW1099  VERT ORDER  -  SECOND    CLASS 0
 KW1099
 KW1099.The horizontal coordinates were scaled from a topographic map and have
 KW1099.an estimated accuracy of +/- 6 seconds.
 KW1099
 KW1099.The orthometric height was determined by differential leveling
 KW1099.and adjusted by the National Geodetic Survey in June 1991..
 KW1099
 KW1099.The geoid height was determined by GEOID03.
 KW1099
 KW1099.The dynamic height is computed by dividing the NAVD 88
 KW1099.geopotential number by the normal gravity value computed on the
 KW1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1099.degrees latitude (g = 980.6199 gals.).
 KW1099
 KW1099.The modeled gravity was interpolated from observed gravity values.
 KW1099
 KW1099;                    North         East    Units  Estimated Accuracy
 KW1099;SPC PA S     -   125,360.      684,040.      MT  (+/- 180 meters Scaled)
 KW1099
 KW1099                          SUPERSEDED SURVEY CONTROL
 KW1099
 KW1099  NGVD 29 (??/??/??)  181.103  (m)          594.17   (f) ADJUSTED    2 0
 KW1099
 KW1099.Superseded values are not recommended for survey control.
 KW1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1099.See file dsdata.txt to determine how the superseded data were derived.
 KW1099
 KW1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK508800(NAD 83)
 KW1099_MARKER: DB = BENCH MARK DISK
 KW1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1099_STAMPING: D 178 1942
 KW1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1099+STABILITY: SURFACE MOTION
 KW1099_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1099+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2004
 KW1099
 KW1099  HISTORY     - Date     Condition        Report By
 KW1099  HISTORY     - 1942     MONUMENTED       CGS
 KW1099  HISTORY     - 1968     MARK NOT FOUND   CGS
 KW1099  HISTORY     - 20040915 GOOD             GEOCAC
 KW1099
 KW1099                          STATION DESCRIPTION
 KW1099
 KW1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1099'13.3 MI NE FROM DAUPHIN.
 KW1099'2.0 MILES NORTH ALONG STATE HIGHWAY 225 FROM THE STATION AT
 KW1099'DAUPHIN, THENCE 11.3 MILES NORTHEAST ALONG THE COUNTY ROAD,
 KW1099'SET ON THE NORTHWEST EDGE OF THE WOODS, NEAR THE NORTHEAST END
 KW1099'OF A CURVE FROM THE WEST TO THE NORTHEAST, 30 FEET SOUTHEAST OF
 KW1099'THE CENTERLINE OF THE ROAD, 9.6 FEET SOUTHEAST OF POLE 269.
 KW1099'A STANDARD DISK SET IN TOP OF A CONCRETE POST.
 KW1099
 KW1099                          STATION RECOVERY (1968)
 KW1099
 KW1099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 KW1099'MARK NOT FOUND.
 KW1099
 KW1099                          STATION RECOVERY (2004)
 KW1099
 KW1099'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1099'STATE HIGHWAY 225 IS NOW 325.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1229 ***********************************************************************
 LZ1229  DESIGNATION -  D 18
 LZ1229  PID         -  LZ1229
 LZ1229  STATE/COUNTY-  PA/CLINTON
 LZ1229  USGS QUAD   -  FARRANDSVILLE (1973)
 LZ1229
 LZ1229                         *CURRENT SURVEY CONTROL
 LZ1229  ___________________________________________________________________
 LZ1229* NAD 83(1986)-  41 10 31.     (N)    077 32 24.     (W)     SCALED    
 LZ1229* NAVD 88     -       178.124  (meters)     584.40   (feet)  ADJUSTED  
 LZ1229  ___________________________________________________________________
 LZ1229  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 LZ1229  DYNAMIC HT  -         178.042 (meters)     584.13  (feet)  COMP
 LZ1229  MODELED GRAV-     980,160.3   (mgal)                       NAVD 88
 LZ1229
 LZ1229  VERT ORDER  -  SECOND    CLASS 0
 LZ1229
 LZ1229.The horizontal coordinates were scaled from a topographic map and have
 LZ1229.an estimated accuracy of +/- 6 seconds.
 LZ1229
 LZ1229.The orthometric height was determined by differential leveling
 LZ1229.and adjusted by the National Geodetic Survey in June 1991..
 LZ1229
 LZ1229.The geoid height was determined by GEOID03.
 LZ1229
 LZ1229.The dynamic height is computed by dividing the NAVD 88
 LZ1229.geopotential number by the normal gravity value computed on the
 LZ1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1229.degrees latitude (g = 980.6199 gals.).
 LZ1229
 LZ1229.The modeled gravity was interpolated from observed gravity values.
 LZ1229
 LZ1229;                    North         East    Units  Estimated Accuracy
 LZ1229;SPC PA N     -   112,030.      617,620.      MT  (+/- 180 meters Scaled)
 LZ1229
 LZ1229                          SUPERSEDED SURVEY CONTROL
 LZ1229
 LZ1229  NGVD 29 (??/??/92)  178.319  (m)          585.03   (f) ADJ UNCH    2 0
 LZ1229
 LZ1229.Superseded values are not recommended for survey control.
 LZ1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1229.See file dsdata.txt to determine how the superseded data were derived.
 LZ1229
 LZ1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL869613(NAD 83)
 LZ1229_MARKER: DB = BENCH MARK DISK
 LZ1229_SETTING: 0 = UNSPECIFIED SETTING
 LZ1229_STAMPING: D 18 1934
 LZ1229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1229
 LZ1229  HISTORY     - Date     Condition        Report By
 LZ1229  HISTORY     - 1934     MONUMENTED       CGS
 LZ1229  HISTORY     - 1961     MARK NOT FOUND   USGS
 LZ1229
 LZ1229                          STATION DESCRIPTION
 LZ1229
 LZ1229'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 LZ1229'1.6 MI W FROM FARRANDSVILLE.
 LZ1229'5.9 MILES WEST ALONG THE PENNSYLANIA RAILROAD FROM THE STATE
 LZ1229'TEACHERS COLLEGE AT LOCK HAVEN, CLINTON COUNTY, ABOUT 1.6 MILES
 LZ1229'WEST OF FARRANDSVILLE, ABOUT 9 RAILS EAST OF MILEPOST 216, ABOUT
 LZ1229'9 PACES EAST OF SEMAPHORE SIGNAL 216.1, 12 FEET NORTH OF THE
 LZ1229'CENTER LINE OF THE NORTH-BOUND TRACK, AND ABOUT 4-1/2 FEET
 LZ1229'HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED D 18
 LZ1229'1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1618 ***********************************************************************
 KV1618  DESIGNATION -  D 180
 KV1618  PID         -  KV1618
 KV1618  STATE/COUNTY-  PA/NORTHAMPTON
 KV1618  USGS QUAD   -  BANGOR (1994)
 KV1618
 KV1618                         *CURRENT SURVEY CONTROL
 KV1618  ___________________________________________________________________
 KV1618* NAD 83(1986)-  40 50 42.     (N)    075 08 35.     (W)     SCALED    
 KV1618* NAVD 88     -       144.553  (meters)     474.25   (feet)  ADJUSTED  
 KV1618  ___________________________________________________________________
 KV1618  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 KV1618  DYNAMIC HT  -         144.485 (meters)     474.03  (feet)  COMP
 KV1618  MODELED GRAV-     980,157.2   (mgal)                       NAVD 88
 KV1618
 KV1618  VERT ORDER  -  SECOND    CLASS 0
 KV1618
 KV1618.The horizontal coordinates were scaled from a topographic map and have
 KV1618.an estimated accuracy of +/- 6 seconds.
 KV1618
 KV1618.The orthometric height was determined by differential leveling
 KV1618.and adjusted by the National Geodetic Survey in June 1991..
 KV1618
 KV1618.The geoid height was determined by GEOID03.
 KV1618
 KV1618.The dynamic height is computed by dividing the NAVD 88
 KV1618.geopotential number by the normal gravity value computed on the
 KV1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1618.degrees latitude (g = 980.6199 gals.).
 KV1618
 KV1618.The modeled gravity was interpolated from observed gravity values.
 KV1618
 KV1618;                    North         East    Units  Estimated Accuracy
 KV1618;SPC PA S     -   171,100.      819,810.      MT  (+/- 180 meters Scaled)
 KV1618
 KV1618                          SUPERSEDED SURVEY CONTROL
 KV1618
 KV1618  NGVD 29 (??/??/??)  144.745  (m)          474.88   (f) ADJUSTED    2 0
 KV1618
 KV1618.Superseded values are not recommended for survey control.
 KV1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1618.See file dsdata.txt to determine how the superseded data were derived.
 KV1618
 KV1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL879215(NAD 83)
 KV1618_MARKER: DB = BENCH MARK DISK
 KV1618_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1618_SP_SET: BANNISTER BASE
 KV1618_STAMPING: D 180 1942
 KV1618_MARK LOGO: CGS   
 KV1618_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1618_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1618+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 KV1618
 KV1618  HISTORY     - Date     Condition        Report By
 KV1618  HISTORY     - 1942     MONUMENTED       CGS
 KV1618  HISTORY     - 19940616 GOOD             USPSQD
 KV1618  HISTORY     - 19950119 GOOD             NJGS
 KV1618  HISTORY     - 20020105 GOOD             USPSQD
 KV1618
 KV1618                          STATION DESCRIPTION
 KV1618
 KV1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1618'AT RICHMOND.
 KV1618'AT RICHMOND, NORTHAMPTON COUNTY, ABOUT 0.1 MILE SOUTHWEST ALONG
 KV1618'U.S. HIGHWAY 611 FROM A GRAVEL-ROAD INTERSECTION, ABOUT 275 FEET
 KV1618'WEST OF THE WEST CORNER OF THE RICHMOND HOTEL, AT A CONCRETE
 KV1618'BRIDGE, IN THE NORTHEAST END OF THE BASE OF THE BANNISTER, 12
 KV1618'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1
 KV1618'FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED D 180 1942.
 KV1618
 KV1618                          STATION RECOVERY (1994)
 KV1618
 KV1618'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1618'RECOVERED IN GOOD CONDITION.
 KV1618
 KV1618                          STATION RECOVERY (1995)
 KV1618
 KV1618'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1618'RECOVERED AS DESCRIBED.
 KV1618
 KV1618                          STATION RECOVERY (2002)
 KV1618
 KV1618'RECOVERY NOTE BY US POWER SQUADRON 2002 (VG)
 KV1618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2639 ***********************************************************************
 KV2639  DESIGNATION -  D 181 PADH RESET 1963
 KV2639  PID         -  KV2639
 KV2639  STATE/COUNTY-  PA/LEHIGH
 KV2639  USGS QUAD   -  ALLENTOWN WEST (1992)
 KV2639
 KV2639                         *CURRENT SURVEY CONTROL
 KV2639  ___________________________________________________________________
 KV2639* NAD 83(1986)-  40 30 08.     (N)    075 35 50.     (W)     SCALED    
 KV2639* NAVD 88     -       133.911  (meters)     439.34   (feet)  ADJUSTED  
 KV2639  ___________________________________________________________________
 KV2639  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 KV2639  DYNAMIC HT  -         133.842 (meters)     439.11  (feet)  COMP
 KV2639  MODELED GRAV-     980,106.2   (mgal)                       NAVD 88
 KV2639
 KV2639  VERT ORDER  -  FIRST     CLASS II
 KV2639
 KV2639.The horizontal coordinates were scaled from a topographic map and have
 KV2639.an estimated accuracy of +/- 6 seconds.
 KV2639
 KV2639.The orthometric height was determined by differential leveling
 KV2639.and adjusted by the National Geodetic Survey in June 1991..
 KV2639
 KV2639.The geoid height was determined by GEOID03.
 KV2639
 KV2639.The dynamic height is computed by dividing the NAVD 88
 KV2639.geopotential number by the normal gravity value computed on the
 KV2639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2639.degrees latitude (g = 980.6199 gals.).
 KV2639
 KV2639.The modeled gravity was interpolated from observed gravity values.
 KV2639
 KV2639;                    North         East    Units  Estimated Accuracy
 KV2639;SPC PA S     -   132,010.      782,460.      MT  (+/- 180 meters Scaled)
 KV2639
 KV2639                          SUPERSEDED SURVEY CONTROL
 KV2639
 KV2639  NGVD 29 (??/??/??)  134.09   (m)          439.9    (f) RESET       3  
 KV2639
 KV2639.Superseded values are not recommended for survey control.
 KV2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2639.See file dsdata.txt to determine how the superseded data were derived.
 KV2639
 KV2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK493836(NAD 83)
 KV2639_MARKER: DB = BENCH MARK DISK
 KV2639_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2639_SP_SET: ABUTMENT
 KV2639_STAMPING: D 181 RESET 1963
 KV2639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2639
 KV2639  HISTORY     - Date     Condition        Report By
 KV2639  HISTORY     - 1963     MONUMENTED       PADH
 KV2639  HISTORY     - 1971     GOOD             PADH
 KV2639  HISTORY     - 1977     GOOD             NGS
 KV2639  HISTORY     - 1979     GOOD             NGS
 KV2639  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 KV2639
 KV2639                          STATION DESCRIPTION
 KV2639
 KV2639'DESCRIBED BY PA DEPT OF HIGHWAYS 1963
 KV2639'0.9 MI SW FROM ALBURTIS.
 KV2639'0.9 MILE SOUTHWEST ALONG A BLACKTOP ROAD FROM THE READING
 KV2639'COMPANY RAILROAD STATION AT ALBURTIS (LEGISLATIVE ROUTE 39021, STA.
 KV2639'34+82 STRAIGHT LINE DIAGRAM) ABOUT 250 FEET SOUTH OF A LARGE
 KV2639'STUCCO HOUSE, 11 FEET EAST OF THE CENTERLINE OF THE ROAD, AND
 KV2639'SET IN THE NORTHEAST CORNER OF THE ABUTMENT OF A CONCRETE DECK
 KV2639'BRIDGE WITH STEEL RAILING OVER SWABIA CREEK AT APPROXIMATE
 KV2639'ROADWAY ELEVATION.
 KV2639
 KV2639                          STATION RECOVERY (1971)
 KV2639
 KV2639'RECOVERY NOTE BY PA DEPT OF HIGHWAYS 1971
 KV2639'RECOVERED IN GOOD CONDITION.
 KV2639
 KV2639                          STATION RECOVERY (1977)
 KV2639
 KV2639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KV2639'RECOVERED IN GOOD CONDITION.
 KV2639
 KV2639                          STATION RECOVERY (1979)
 KV2639
 KV2639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV2639'RECOVERED IN GOOD CONDITION.
 KV2639
 KV2639                          STATION RECOVERY (2004)
 KV2639
 KV2639'RECOVERY NOTE BY US POWER SQUADRON 2004 (RJR)
 KV2639'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1772 ***********************************************************************
 KV1772  DESIGNATION -  D 182
 KV1772  PID         -  KV1772
 KV1772  STATE/COUNTY-  PA/LEHIGH
 KV1772  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV1772
 KV1772                         *CURRENT SURVEY CONTROL
 KV1772  ___________________________________________________________________
 KV1772* NAD 83(1986)-  40 30 40.     (N)    075 26 55.     (W)     SCALED    
 KV1772* NAVD 88     -       156.169  (meters)     512.36   (feet)  ADJUSTED  
 KV1772  ___________________________________________________________________
 KV1772  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 KV1772  DYNAMIC HT  -         156.091 (meters)     512.11  (feet)  COMP
 KV1772  MODELED GRAV-     980,121.5   (mgal)                       NAVD 88
 KV1772
 KV1772  VERT ORDER  -  SECOND    CLASS 0
 KV1772
 KV1772.The horizontal coordinates were scaled from a topographic map and have
 KV1772.an estimated accuracy of +/- 6 seconds.
 KV1772
 KV1772.The orthometric height was determined by differential leveling
 KV1772.and adjusted by the National Geodetic Survey in June 1991..
 KV1772
 KV1772.The geoid height was determined by GEOID03.
 KV1772
 KV1772.The dynamic height is computed by dividing the NAVD 88
 KV1772.geopotential number by the normal gravity value computed on the
 KV1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1772.degrees latitude (g = 980.6199 gals.).
 KV1772
 KV1772.The modeled gravity was interpolated from observed gravity values.
 KV1772
 KV1772;                    North         East    Units  Estimated Accuracy
 KV1772;SPC PA S     -   133,320.      795,020.      MT  (+/- 180 meters Scaled)
 KV1772
 KV1772                          SUPERSEDED SURVEY CONTROL
 KV1772
 KV1772  NGVD 29 (??/??/??)  156.389  (m)          513.09   (f) ADJUSTED    2 0
 KV1772
 KV1772.Superseded values are not recommended for survey control.
 KV1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1772.See file dsdata.txt to determine how the superseded data were derived.
 KV1772
 KV1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK619845(NAD 83)
 KV1772_MARKER: DB = BENCH MARK DISK
 KV1772_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1772_SP_SET: BRIDGE
 KV1772_STAMPING: D 182 1942
 KV1772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1772
 KV1772  HISTORY     - Date     Condition        Report By
 KV1772  HISTORY     - 1942     MONUMENTED       CGS
 KV1772  HISTORY     - 1944     GOOD             CGS
 KV1772  HISTORY     - 20050319 MARK NOT FOUND   USPSQD
 KV1772
 KV1772                          STATION DESCRIPTION
 KV1772
 KV1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1772'0.3 MI N FROM LIMEPORT.
 KV1772'0.3 MILE NORTH OF THE POST OFFICE AT LIMEPORT, AT THE JUNCTION
 KV1772'OF A SIDE ROAD, 75 FEET WEST OF THE CENTER LINE OF THE MAIN
 KV1772'STREET, 17.5 FEET SOUTH OF THE CENTER LINE OF THE SIDE ROAD,
 KV1772'A STANDARD DISK SET IN THE TOP OF THE SOUTH HEAD WALL OF A
 KV1772'CONCRETE BRIDGE.
 KV1772
 KV1772                          STATION RECOVERY (1944)
 KV1772
 KV1772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 KV1772'RECOVERED IN GOOD CONDITION.
 KV1772
 KV1772                          STATION RECOVERY (2005)
 KV1772
 KV1772'RECOVERY NOTE BY US POWER SQUADRON 2005 (RVR)
 KV1772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2105 ***********************************************************************
 KV2105  DESIGNATION -  D 183
 KV2105  PID         -  KV2105
 KV2105  STATE/COUNTY-  PA/BUCKS
 KV2105  USGS QUAD   -  TELFORD (1995)
 KV2105
 KV2105                         *CURRENT SURVEY CONTROL
 KV2105  ___________________________________________________________________
 KV2105* NAD 83(1986)-  40 21 40.     (N)    075 20 24.     (W)     SCALED    
 KV2105* NAVD 88     -       176.439  (meters)     578.87   (feet)  ADJUSTED  
 KV2105  ___________________________________________________________________
 KV2105  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 KV2105  DYNAMIC HT  -         176.348 (meters)     578.57  (feet)  COMP
 KV2105  MODELED GRAV-     980,106.5   (mgal)                       NAVD 88
 KV2105
 KV2105  VERT ORDER  -  SECOND    CLASS 0
 KV2105
 KV2105.The horizontal coordinates were scaled from a topographic map and have
 KV2105.an estimated accuracy of +/- 6 seconds.
 KV2105
 KV2105.The orthometric height was determined by differential leveling
 KV2105.and adjusted by the National Geodetic Survey in June 1991..
 KV2105
 KV2105.The geoid height was determined by GEOID03.
 KV2105
 KV2105.The dynamic height is computed by dividing the NAVD 88
 KV2105.geopotential number by the normal gravity value computed on the
 KV2105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2105.degrees latitude (g = 980.6199 gals.).
 KV2105
 KV2105.The modeled gravity was interpolated from observed gravity values.
 KV2105
 KV2105;                    North         East    Units  Estimated Accuracy
 KV2105;SPC PA S     -   116,910.      804,680.      MT  (+/- 180 meters Scaled)
 KV2105
 KV2105                          SUPERSEDED SURVEY CONTROL
 KV2105
 KV2105  NGVD 29 (??/??/??)  176.727  (m)          579.81   (f) ADJUSTED    2 0
 KV2105
 KV2105.Superseded values are not recommended for survey control.
 KV2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2105.See file dsdata.txt to determine how the superseded data were derived.
 KV2105
 KV2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK711678(NAD 83)
 KV2105_MARKER: DB = BENCH MARK DISK
 KV2105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2105_SP_SET: WALL
 KV2105_STAMPING: D 183 1942
 KV2105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2105+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2005
 KV2105
 KV2105  HISTORY     - Date     Condition        Report By
 KV2105  HISTORY     - 1942     MONUMENTED       CGS
 KV2105  HISTORY     - 1988     GOOD             USPSQD
 KV2105  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 KV2105  HISTORY     - 20050327 GOOD             USPSQD
 KV2105
 KV2105                          STATION DESCRIPTION
 KV2105
 KV2105'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2105'0.6 MI W FROM ALTMONT POST OFFICE.
 KV2105'0.6 MILE WEST ALONG HIGHWAY NO. 563 FROM THE POST OFFICE AT
 KV2105'ALTMONT, 112 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 KV2105'A STANDARD DISK SET VERTICALLY IN THE NORTH WALL OF THE WEST
 KV2105'ROCKHILL CONSOLIDATED SCHOOL, 14.5 FEET EAST OF THE NORTHWEST
 KV2105'CORNER, 3.9 FEET ABOVE THE GROUND.
 KV2105
 KV2105                          STATION RECOVERY (1988)
 KV2105
 KV2105'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDC)
 KV2105'RECOVERED IN GOOD CONDITION.
 KV2105
 KV2105                          STATION RECOVERY (1998)
 KV2105
 KV2105'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV2105'MARK NOT FOUND.
 KV2105
 KV2105                          STATION RECOVERY (2005)
 KV2105
 KV2105'RECOVERY NOTE BY US POWER SQUADRON 2005 (JMS)
 KV2105'THE WEST ROCKHILL CONSOLIDATED SCHOOL BUILDING IS NOW OCCUPIED BY THE
 KV2105'UPPER BUCKS CHRISTIAN SCHOOL, LIBERTY CAMPUS.  THE NEARBY VILLAGE IS
 KV2105'CORRECTLY SPELLED ALMONT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2111 ***********************************************************************
 KV2111  DESIGNATION -  D 184 PADH
 KV2111  PID         -  KV2111
 KV2111  STATE/COUNTY-  PA/MONTGOMERY
 KV2111  USGS QUAD   -  COLLEGEVILLE (1992)
 KV2111
 KV2111                         *CURRENT SURVEY CONTROL
 KV2111  ___________________________________________________________________
 KV2111* NAD 83(1986)-  40 13 56.     (N)    075 24 41.     (W)     SCALED    
 KV2111* NAVD 88     -        67.962  (meters)     222.97   (feet)  ADJUSTED  
 KV2111  ___________________________________________________________________
 KV2111  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 KV2111  DYNAMIC HT  -          67.928 (meters)     222.86  (feet)  COMP
 KV2111  MODELED GRAV-     980,126.8   (mgal)                       NAVD 88
 KV2111
 KV2111  VERT ORDER  -  SECOND    CLASS 0
 KV2111
 KV2111.The horizontal coordinates were scaled from a topographic map and have
 KV2111.an estimated accuracy of +/- 6 seconds.
 KV2111
 KV2111.The orthometric height was determined by differential leveling
 KV2111.and adjusted by the National Geodetic Survey in June 1991..
 KV2111
 KV2111.The geoid height was determined by GEOID03.
 KV2111
 KV2111.The dynamic height is computed by dividing the NAVD 88
 KV2111.geopotential number by the normal gravity value computed on the
 KV2111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2111.degrees latitude (g = 980.6199 gals.).
 KV2111
 KV2111.The modeled gravity was interpolated from observed gravity values.
 KV2111
 KV2111;                    North         East    Units  Estimated Accuracy
 KV2111;SPC PA S     -   102,440.      799,000.      MT  (+/- 180 meters Scaled)
 KV2111
 KV2111                          SUPERSEDED SURVEY CONTROL
 KV2111
 KV2111  NGVD 29 (??/??/??)   68.256  (m)          223.94   (f) ADJUSTED    2 0
 KV2111
 KV2111.Superseded values are not recommended for survey control.
 KV2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2111.See file dsdata.txt to determine how the superseded data were derived.
 KV2111
 KV2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK650536(NAD 83)
 KV2111_MARKER: DD = SURVEY DISK
 KV2111_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2111_SP_SET: BRIDE WALL
 KV2111_STAMPING: D 184 1942
 KV2111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2111
 KV2111  HISTORY     - Date     Condition        Report By
 KV2111  HISTORY     - 1942     MONUMENTED       PADH
 KV2111  HISTORY     - 1942     GOOD             CGS
 KV2111  HISTORY     - 1963     GOOD             CGS
 KV2111  HISTORY     - 1988     GOOD             USPSQD
 KV2111
 KV2111                          STATION DESCRIPTION
 KV2111
 KV2111'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2111'0.9 MI NW FROM SKIPPACK.
 KV2111'0.9 MILES NORTHWEST ALONG HIGHWAY NO. 73 FROM THE POST OFFICE AT
 KV2111'SKIPPACK, ABOUT 160 FEET NORTHWEST OF AN OLD BARN, 13.5 FEET NORTHEAST
 KV2111'OF THE CENTER LINE OF THE HIGHWAY, A PENNA. HIGHWAY DEPT. DISK
 KV2111'SET IN THE TOP OF THE NORTHEAST WING WALL OF A CONCRETE BRIDGE.
 KV2111
 KV2111                          STATION RECOVERY (1963)
 KV2111
 KV2111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 KV2111'RECOVERED IN GOOD CONDITION.
 KV2111
 KV2111                          STATION RECOVERY (1988)
 KV2111
 KV2111'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDC)
 KV2111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1732 ***********************************************************************
 KV1732  DESIGNATION -  D 185
 KV1732  PID         -  KV1732
 KV1732  STATE/COUNTY-  PA/BUCKS
 KV1732  USGS QUAD   -  HELLERTOWN (1992)
 KV1732
 KV1732                         *CURRENT SURVEY CONTROL
 KV1732  ___________________________________________________________________
 KV1732* NAD 83(1986)-  40 33 28.     (N)    075 16 26.     (W)     SCALED    
 KV1732* NAVD 88     -        90.444  (meters)     296.73   (feet)  ADJUSTED  
 KV1732  ___________________________________________________________________
 KV1732  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 KV1732  DYNAMIC HT  -          90.400 (meters)     296.59  (feet)  COMP
 KV1732  MODELED GRAV-     980,137.2   (mgal)                       NAVD 88
 KV1732
 KV1732  VERT ORDER  -  SECOND    CLASS 0
 KV1732
 KV1732.The horizontal coordinates were scaled from a topographic map and have
 KV1732.an estimated accuracy of +/- 6 seconds.
 KV1732
 KV1732.The orthometric height was determined by differential leveling
 KV1732.and adjusted by the National Geodetic Survey in June 1991..
 KV1732
 KV1732.The geoid height was determined by GEOID03.
 KV1732
 KV1732.The dynamic height is computed by dividing the NAVD 88
 KV1732.geopotential number by the normal gravity value computed on the
 KV1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1732.degrees latitude (g = 980.6199 gals.).
 KV1732
 KV1732.The modeled gravity was interpolated from observed gravity values.
 KV1732
 KV1732;                    North         East    Units  Estimated Accuracy
 KV1732;SPC PA S     -   138,900.      809,680.      MT  (+/- 180 meters Scaled)
 KV1732
 KV1732                          SUPERSEDED SURVEY CONTROL
 KV1732
 KV1732  NGVD 29 (??/??/??)   90.682  (m)          297.51   (f) ADJUSTED    2 0
 KV1732
 KV1732.Superseded values are not recommended for survey control.
 KV1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1732.See file dsdata.txt to determine how the superseded data were derived.
 KV1732
 KV1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK768897(NAD 83)
 KV1732_MARKER: DB = BENCH MARK DISK
 KV1732_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1732_SP_SET: BRIDGE
 KV1732_STAMPING: D 185 1942
 KV1732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1732_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1732+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2003
 KV1732
 KV1732  HISTORY     - Date     Condition        Report By
 KV1732  HISTORY     - 1942     MONUMENTED       CGS
 KV1732  HISTORY     - 1963     GOOD             CGS
 KV1732  HISTORY     - 1984     GOOD             USPSQD
 KV1732  HISTORY     - 20030620 GOOD             INDIV
 KV1732
 KV1732                          STATION DESCRIPTION
 KV1732
 KV1732'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1732'0.8 MI E FROM SPRINGTOWN.
 KV1732'0.8 MILE EAST ALONG STATE HIGHWAY NO. 212 FROM THE POST OFFICE
 KV1732'AT SPRINGTOWN, AT AN INTERSECTION OF THE HIGHWAY AND A GRAVEL
 KV1732'ROAD LEADING NORTHEAST, IN THE TOP OF THE WEST WING WALL OF A
 KV1732'CONCRETE BRIDGE UNDER THE GRAVEL ROAD, 33 FEET NORTHEAST OF THE
 KV1732'CENTER LINE OF THE HIGHWAY, AND 13 FEET NORTHWEST OF THE CENTER
 KV1732'LINE OF THE GRAVEL ROAD.  A STANDARD DISK.
 KV1732
 KV1732                          STATION RECOVERY (1963)
 KV1732
 KV1732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 KV1732'RECOVERED IN GOOD CONDITION.
 KV1732
 KV1732                          STATION RECOVERY (1984)
 KV1732
 KV1732'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV1732'AT AN INTERSECTION OF THE HIGHWAY (RTE 212) AND A GRAVEL ROAD LEADING
 KV1732'NORTHEAST. NOTE: 'GRAVEL ROAD' NOW KNOWNS AS FUNK MILL ROAD.
 KV1732
 KV1732                          STATION RECOVERY (2003)
 KV1732
 KV1732'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SJK)
 KV1732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2060 ***********************************************************************
 KV2060  DESIGNATION -  D 186
 KV2060  PID         -  KV2060
 KV2060  STATE/COUNTY-  PA/BUCKS
 KV2060  USGS QUAD   -  BEDMINSTER (1992)
 KV2060
 KV2060                         *CURRENT SURVEY CONTROL
 KV2060  ___________________________________________________________________
 KV2060* NAD 83(1986)-  40 26 12.     (N)    075 08 32.     (W)     SCALED    
 KV2060* NAVD 88     -        86.183  (meters)     282.75   (feet)  ADJUSTED  
 KV2060  ___________________________________________________________________
 KV2060  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KV2060  DYNAMIC HT  -          86.139 (meters)     282.61  (feet)  COMP
 KV2060  MODELED GRAV-     980,125.1   (mgal)                       NAVD 88
 KV2060
 KV2060  VERT ORDER  -  SECOND    CLASS 0
 KV2060
 KV2060.The horizontal coordinates were scaled from a topographic map and have
 KV2060.an estimated accuracy of +/- 6 seconds.
 KV2060
 KV2060.The orthometric height was determined by differential leveling
 KV2060.and adjusted by the National Geodetic Survey in June 1991..
 KV2060
 KV2060.The geoid height was determined by GEOID03.
 KV2060
 KV2060.The dynamic height is computed by dividing the NAVD 88
 KV2060.geopotential number by the normal gravity value computed on the
 KV2060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2060.degrees latitude (g = 980.6199 gals.).
 KV2060
 KV2060.The modeled gravity was interpolated from observed gravity values.
 KV2060
 KV2060;                    North         East    Units  Estimated Accuracy
 KV2060;SPC PA S     -   125,780.      821,220.      MT  (+/- 180 meters Scaled)
 KV2060
 KV2060                          SUPERSEDED SURVEY CONTROL
 KV2060
 KV2060  NGVD 29 (??/??/??)   86.439  (m)          283.59   (f) ADJUSTED    2 0
 KV2060
 KV2060.Superseded values are not recommended for survey control.
 KV2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2060.See file dsdata.txt to determine how the superseded data were derived.
 KV2060
 KV2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK879762(NAD 83)
 KV2060_MARKER: DB = BENCH MARK DISK
 KV2060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2060_STAMPING: D 186 1942
 KV2060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2060+STABILITY: SURFACE MOTION
 KV2060
 KV2060  HISTORY     - Date     Condition        Report By
 KV2060  HISTORY     - 1942     MONUMENTED       CGS
 KV2060
 KV2060                          STATION DESCRIPTION
 KV2060
 KV2060'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2060'0.8 MI N FROM PIPERSVILLE.
 KV2060'0.8 MILE NORTH ALONG U.S. HIGHWAY NO. 611 FROM THE POST OFFICE
 KV2060'AT PIPERSVILLE, 0.1 MILE SOUTHEAST OF LOG RESTAURANT, 44 FEET
 KV2060'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 28 FEET NORTHEAST
 KV2060'OF B.T. CO. OF PA. POLE NO. 386, 27 FEET NORTHWEST OF A
 KV2060'30-INCH DOUBLE WILLOW TREE, 1.7 FEET SOUTHEAST OF A
 KV2060'NORTHEAST-SOUTHWEST FENCE, AND 1 FOOT SOUTHWEST OF A STANDARD
 KV2060'REFERENCE POST.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 KV2060'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2076 ***********************************************************************
 KV2076  DESIGNATION -  D 187
 KV2076  PID         -  KV2076
 KV2076  STATE/COUNTY-  PA/BUCKS
 KV2076  USGS QUAD   -  BEDMINSTER (1992)
 KV2076
 KV2076                         *CURRENT SURVEY CONTROL
 KV2076  ___________________________________________________________________
 KV2076* NAD 83(1986)-  40 27 11.     (N)    075 13 25.     (W)     SCALED    
 KV2076* NAVD 88     -       152.629  (meters)     500.75   (feet)  ADJUSTED  
 KV2076  ___________________________________________________________________
 KV2076  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 KV2076  DYNAMIC HT  -         152.552 (meters)     500.50  (feet)  COMP
 KV2076  MODELED GRAV-     980,120.1   (mgal)                       NAVD 88
 KV2076
 KV2076  VERT ORDER  -  SECOND    CLASS 0
 KV2076
 KV2076.The horizontal coordinates were scaled from a topographic map and have
 KV2076.an estimated accuracy of +/- 6 seconds.
 KV2076
 KV2076.The orthometric height was determined by differential leveling
 KV2076.and adjusted by the National Geodetic Survey in June 1991..
 KV2076
 KV2076.The geoid height was determined by GEOID03.
 KV2076
 KV2076.The dynamic height is computed by dividing the NAVD 88
 KV2076.geopotential number by the normal gravity value computed on the
 KV2076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2076.degrees latitude (g = 980.6199 gals.).
 KV2076
 KV2076.The modeled gravity was interpolated from observed gravity values.
 KV2076
 KV2076;                    North         East    Units  Estimated Accuracy
 KV2076;SPC PA S     -   127,390.      814,270.      MT  (+/- 180 meters Scaled)
 KV2076
 KV2076                          SUPERSEDED SURVEY CONTROL
 KV2076
 KV2076  NGVD 29 (??/??/??)  152.899  (m)          501.64   (f) ADJUSTED    2 0
 KV2076
 KV2076.Superseded values are not recommended for survey control.
 KV2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2076.See file dsdata.txt to determine how the superseded data were derived.
 KV2076
 KV2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK810780(NAD 83)
 KV2076_MARKER: DB = BENCH MARK DISK
 KV2076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2076_SP_SET: WALL
 KV2076_STAMPING: D 187 1942
 KV2076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2076+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2004
 KV2076
 KV2076  HISTORY     - Date     Condition        Report By
 KV2076  HISTORY     - 1942     MONUMENTED       CGS
 KV2076  HISTORY     - 1973     GOOD             NGS
 KV2076  HISTORY     - 19991228 GOOD             USPSQD
 KV2076  HISTORY     - 20010316 GOOD             STEWRT
 KV2076  HISTORY     - 20040221 GOOD             USPSQD
 KV2076
 KV2076                          STATION DESCRIPTION
 KV2076
 KV2076'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2076'0.8 MI SW FROM KELLERS CHURCH POST OFFICE.
 KV2076'0.8 MILE SOUTHWEST ALONG STATE HIGHWAY NO. 563 FROM KELLERS
 KV2076'CHURCH POST OFFICE, AT KELLERS CHURCH, IN THE SOUTHEAST WALL,
 KV2076'17 FEET SOUTHWEST OF THE NORTHEAST ENTRANCE, AND 2.5 FEET ABOVE
 KV2076'THE GROUND.  A STANDARD DISK, SET VERTICALLY.
 KV2076
 KV2076                          STATION RECOVERY (1973)
 KV2076
 KV2076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KV2076'RECOVERED IN GOOD CONDITION.
 KV2076
 KV2076                          STATION RECOVERY (1999)
 KV2076
 KV2076'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV2076'RECOVERED IN GOOD CONDITION.
 KV2076
 KV2076                          STATION RECOVERY (2001)
 KV2076
 KV2076'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2001 (JMS)
 KV2076'RECOVERED IN GOOD CONDITION.
 KV2076
 KV2076                          STATION RECOVERY (2004)
 KV2076
 KV2076'RECOVERY NOTE BY US POWER SQUADRON 2004 (CLR)
 KV2076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2152 ***********************************************************************
 KV2152  DESIGNATION -  D 188
 KV2152  PID         -  KV2152
 KV2152  STATE/COUNTY-  PA/BUCKS
 KV2152  USGS QUAD   -  AMBLER (1983)
 KV2152
 KV2152                         *CURRENT SURVEY CONTROL
 KV2152  ___________________________________________________________________
 KV2152* NAD 83(1986)-  40 13 16.     (N)    075 08 24.     (W)     SCALED    
 KV2152* NAVD 88     -        71.189  (meters)     233.56   (feet)  ADJUSTED  
 KV2152  ___________________________________________________________________
 KV2152  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KV2152  DYNAMIC HT  -          71.155 (meters)     233.45  (feet)  COMP
 KV2152  MODELED GRAV-     980,139.7   (mgal)                       NAVD 88
 KV2152
 KV2152  VERT ORDER  -  SECOND    CLASS 0
 KV2152
 KV2152.The horizontal coordinates were scaled from a topographic map and have
 KV2152.an estimated accuracy of +/- 6 seconds.
 KV2152
 KV2152.The orthometric height was determined by differential leveling
 KV2152.and adjusted by the National Geodetic Survey in June 1991..
 KV2152
 KV2152.The geoid height was determined by GEOID03.
 KV2152
 KV2152.The dynamic height is computed by dividing the NAVD 88
 KV2152.geopotential number by the normal gravity value computed on the
 KV2152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2152.degrees latitude (g = 980.6199 gals.).
 KV2152
 KV2152.The modeled gravity was interpolated from observed gravity values.
 KV2152
 KV2152;                    North         East    Units  Estimated Accuracy
 KV2152;SPC PA S     -   101,860.      822,120.      MT  (+/- 180 meters Scaled)
 KV2152
 KV2152                          SUPERSEDED SURVEY CONTROL
 KV2152
 KV2152  NGVD 29 (??/??/??)   71.472  (m)          234.49   (f) ADJUSTED    2 0
 KV2152
 KV2152.Superseded values are not recommended for survey control.
 KV2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2152.See file dsdata.txt to determine how the superseded data were derived.
 KV2152
 KV2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK880523(NAD 83)
 KV2152_MARKER: DB = BENCH MARK DISK
 KV2152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2152_SP_SET: BRIDGE WALL
 KV2152_STAMPING: D 188 1942
 KV2152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2152
 KV2152  HISTORY     - Date     Condition        Report By
 KV2152  HISTORY     - 1942     MONUMENTED       CGS
 KV2152  HISTORY     - 20030901 MARK NOT FOUND   INDIV
 KV2152
 KV2152                          STATION DESCRIPTION
 KV2152
 KV2152'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2152'0.6 MI S FROM NESHAMINY.
 KV2152'0.6 MILE SOUTH ALONG U.S. HIGHWAY NO. 611 FROM THE POST OFFICE
 KV2152'AT NESHAMINY, NEAR THE OLDE NESHAMINY HOTEL, AT A SMALL CONCRETE
 KV2152'BRIDGE NO. 32.90.  A STANDARD DISK, SET IN THE TOP OF THE
 KV2152'EAST HEAD WALL, AND 19 FEET EAST OF THE CENTER LINE OF THE
 KV2152'HIGHWAY.
 KV2152
 KV2152                          STATION RECOVERY (2003)
 KV2152
 KV2152'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 KV2152'WHEN BIG BOX SHOPPING CENTER (TARGET, LOWES, ETC.) WAS BUILT NEAR
 KV2152'SITE, TITUS ROAD WAS EXTENDED ON OTHER SIDE OF ROUTE 611.  THERE IS NO
 KV2152'SIGN OF BRIDGE 32.90.
 KV2152' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1041 ***********************************************************************
 KV1041  DESIGNATION -  D 189
 KV1041  PID         -  KV1041
 KV1041  STATE/COUNTY-  PA/BUCKS
 KV1041  USGS QUAD   -  LAMBERTVILLE (1995)
 KV1041
 KV1041                         *CURRENT SURVEY CONTROL
 KV1041  ___________________________________________________________________
 KV1041* NAD 83(1986)-  40 17 08.     (N)    074 52 53.     (W)     SCALED    
 KV1041* NAVD 88     -        40.310  (meters)     132.25   (feet)  ADJUSTED  
 KV1041  ___________________________________________________________________
 KV1041  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 KV1041  DYNAMIC HT  -          40.291 (meters)     132.19  (feet)  COMP
 KV1041  MODELED GRAV-     980,152.1   (mgal)                       NAVD 88
 KV1041
 KV1041  VERT ORDER  -  SECOND    CLASS 0
 KV1041
 KV1041.The horizontal coordinates were scaled from a topographic map and have
 KV1041.an estimated accuracy of +/- 6 seconds.
 KV1041
 KV1041.The orthometric height was determined by differential leveling
 KV1041.and adjusted by the National Geodetic Survey in June 1991..
 KV1041
 KV1041.The geoid height was determined by GEOID03.
 KV1041
 KV1041.The dynamic height is computed by dividing the NAVD 88
 KV1041.geopotential number by the normal gravity value computed on the
 KV1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1041.degrees latitude (g = 980.6199 gals.).
 KV1041
 KV1041.The modeled gravity was interpolated from observed gravity values.
 KV1041
 KV1041;                    North         East    Units  Estimated Accuracy
 KV1041;SPC PA S     -   109,690.      843,890.      MT  (+/- 180 meters Scaled)
 KV1041
 KV1041                          SUPERSEDED SURVEY CONTROL
 KV1041
 KV1041  NGVD 29 (??/??/??)   40.602  (m)          133.21   (f) ADJUSTED    2 0
 KV1041
 KV1041.Superseded values are not recommended for survey control.
 KV1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1041.See file dsdata.txt to determine how the superseded data were derived.
 KV1041
 KV1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK100594(NAD 83)
 KV1041_MARKER: DB = BENCH MARK DISK
 KV1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1041_STAMPING: D 189 1942
 KV1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1041+STABILITY: SURFACE MOTION
 KV1041
 KV1041  HISTORY     - Date     Condition        Report By
 KV1041  HISTORY     - 1942     MONUMENTED       CGS
 KV1041
 KV1041                          STATION DESCRIPTION
 KV1041
 KV1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1041'0.9 MI SW FROM WASHINGTON CROSSING.
 KV1041'0.9 MILE SOUTHWEST ALONG STATE HIGHWAY NO. 632 FROM THE POST
 KV1041'OFFICE AT WASHINGTON CROSSING, PENNSYLVANIA, THENCE ABOUT 250
 KV1041'FEET WEST ALONG A GRAVEL ROAD NO. 052, 94 FEET WEST OF THE
 KV1041'NORTHWEST CORNER OF A WHITE 2-STORY HOUSE, 30 FEET SOUTH OF THE
 KV1041'CENTER LINE OF THE GRAVEL ROAD, 24 FEET SOUTHEAST OF A GUIDE POLE
 KV1041'NO. 496, 1.5 FEET EAST OF A FENCE, AND 1.5 FEET NORTH OF A
 KV1041'STANDARD REFERENCE POST.  A STANDARD DISK, SET IN THE TOP OF A
 KV1041'CONCRETE POST.  STAMPED D 189 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0163 ***********************************************************************
 MA0163  DESIGNATION -  D 19
 MA0163  PID         -  MA0163
 MA0163  STATE/COUNTY-  PA/CLINTON
 MA0163  USGS QUAD   -  SINNEMAHONING (1977)
 MA0163
 MA0163                         *CURRENT SURVEY CONTROL
 MA0163  ___________________________________________________________________
 MA0163* NAD 83(1986)-  41 17 32.     (N)    078 01 48.     (W)     SCALED    
 MA0163* NAVD 88     -       235.631  (meters)     773.07   (feet)  ADJUSTED  
 MA0163  ___________________________________________________________________
 MA0163  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 MA0163  DYNAMIC HT  -         235.522 (meters)     772.71  (feet)  COMP
 MA0163  MODELED GRAV-     980,154.9   (mgal)                       NAVD 88
 MA0163
 MA0163  VERT ORDER  -  SECOND    CLASS 0
 MA0163
 MA0163.The horizontal coordinates were scaled from a topographic map and have
 MA0163.an estimated accuracy of +/- 6 seconds.
 MA0163
 MA0163.The orthometric height was determined by differential leveling
 MA0163.and adjusted by the National Geodetic Survey in June 1991..
 MA0163
 MA0163.The geoid height was determined by GEOID03.
 MA0163
 MA0163.The dynamic height is computed by dividing the NAVD 88
 MA0163.geopotential number by the normal gravity value computed on the
 MA0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0163.degrees latitude (g = 980.6199 gals.).
 MA0163
 MA0163.The modeled gravity was interpolated from observed gravity values.
 MA0163
 MA0163;                    North         East    Units  Estimated Accuracy
 MA0163;SPC PA N     -   125,040.      576,550.      MT  (+/- 180 meters Scaled)
 MA0163
 MA0163                          SUPERSEDED SURVEY CONTROL
 MA0163
 MA0163  NGVD 29 (??/??/92)  235.802  (m)          773.63   (f) ADJ UNCH    2 0
 MA0163
 MA0163.Superseded values are not recommended for survey control.
 MA0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0163.See file dsdata.txt to determine how the superseded data were derived.
 MA0163
 MA0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF486754(NAD 83)
 MA0163_MARKER: DB = BENCH MARK DISK
 MA0163_SETTING: 66 = SET IN ROCK OUTCROP
 MA0163_SP_SET: ROCK LEDGE
 MA0163_STAMPING: D 19 1934
 MA0163_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA0163+STABILITY: POSITION/ELEVATION WELL
 MA0163
 MA0163  HISTORY     - Date     Condition        Report By
 MA0163  HISTORY     - 1934     MONUMENTED       CGS
 MA0163
 MA0163                          STATION DESCRIPTION
 MA0163
 MA0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0163'3.7 MI E FROM SINNAMAHONING.
 MA0163'IN CLINTON COUNTY, ABOUT 3.7 MILES EAST ALONG THE PENNSYLVANIA
 MA0163'RAILROAD FROM SINNAMAHONING, CAMERON COUNTY, ABOUT 60 FEET EAST
 MA0163'OF MILEPOST 175, 16 FEET SOUTH OF THE CENTER LINE OF THE EAST-BOUND
 MA0163'TRACK, IN A ROCK LEDGE, AND ABOUT 5-1/2 FEET HIGHER THAN THE TOP
 MA0163'OF THE RAIL.  A STANDARD DISK, STAMPED D 19 1934 AND SET
 MA0163'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2728 ***********************************************************************
 KV2728  DESIGNATION -  D 190 PADH
 KV2728  PID         -  KV2728
 KV2728  STATE/COUNTY-  PA/LEHIGH
 KV2728  USGS QUAD   -  NEW TRIPOLI (1994)
 KV2728
 KV2728                         *CURRENT SURVEY CONTROL
 KV2728  ___________________________________________________________________
 KV2728* NAD 83(1986)-  40 40 36.     (N)    075 48 04.     (W)     SCALED    
 KV2728* NAVD 88     -       144.907  (meters)     475.42   (feet)  ADJUSTED  
 KV2728  ___________________________________________________________________
 KV2728  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KV2728  DYNAMIC HT  -         144.835 (meters)     475.18  (feet)  COMP
 KV2728  MODELED GRAV-     980,129.4   (mgal)                       NAVD 88
 KV2728
 KV2728  VERT ORDER  -  SECOND    CLASS 0
 KV2728
 KV2728.The horizontal coordinates were scaled from a topographic map and have
 KV2728.an estimated accuracy of +/- 6 seconds.
 KV2728
 KV2728.The orthometric height was determined by differential leveling
 KV2728.and adjusted by the National Geodetic Survey in June 1991..
 KV2728
 KV2728.The geoid height was determined by GEOID03.
 KV2728
 KV2728.The dynamic height is computed by dividing the NAVD 88
 KV2728.geopotential number by the normal gravity value computed on the
 KV2728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2728.degrees latitude (g = 980.6199 gals.).
 KV2728
 KV2728.The modeled gravity was interpolated from observed gravity values.
 KV2728
 KV2728;                    North         East    Units  Estimated Accuracy
 KV2728;SPC PA S     -   150,980.      764,750.      MT  (+/- 180 meters Scaled)
 KV2728
 KV2728                          SUPERSEDED SURVEY CONTROL
 KV2728
 KV2728  NGVD 29 (??/??/??)  145.106  (m)          476.07   (f) ADJUSTED    2 0
 KV2728
 KV2728.Superseded values are not recommended for survey control.
 KV2728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2728.See file dsdata.txt to determine how the superseded data were derived.
 KV2728
 KV2728_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL322031(NAD 83)
 KV2728_MARKER: DD = SURVEY DISK
 KV2728_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2728_SP_SET: ABUTMENT
 KV2728_STAMPING: D 190 1942
 KV2728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2728
 KV2728  HISTORY     - Date     Condition        Report By
 KV2728  HISTORY     - 1942     MONUMENTED       PADH
 KV2728  HISTORY     - 1942     GOOD             CGS
 KV2728  HISTORY     - 1990     GOOD             USPSQD
 KV2728
 KV2728                          STATION DESCRIPTION
 KV2728
 KV2728'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2728'0.3 MI E FROM LYNNPORT.
 KV2728'0.3 MILE EAST ALONG THE READING RAILROAD FROM THE STATION AT
 KV2728'LYNNPORT, SET IN THE SOUTH CORNER OF THE WEST ABUTMENT OF STATE
 KV2728'HIGHWAY NO. 143 BRIDGE, 37.9 FEET NORTH OF THE NORTH RAIL OF THE
 KV2728'TRACK, 13.3 FEET SOUTH OF THE CENTER-LINE OF THE HIGHWAY, ABOUT
 KV2728'0.1 MILE EAST OF THE TEXACO SERVICE STATION ON THE NORTH SIDE OF
 KV2728'THE HIGHWAY.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS BRONZE DISK.
 KV2728'STAMPED BY THE U.S.C. AND G.S.
 KV2728
 KV2728                          STATION RECOVERY (1990)
 KV2728
 KV2728'RECOVERY NOTE BY US POWER SQUADRON 1990 (MWD)
 KV2728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2675 ***********************************************************************
 KV2675  DESIGNATION -  D 191
 KV2675  PID         -  KV2675
 KV2675  STATE/COUNTY-  PA/BERKS
 KV2675  USGS QUAD   -  KUTZTOWN (1974)
 KV2675
 KV2675                         *CURRENT SURVEY CONTROL
 KV2675  ___________________________________________________________________
 KV2675* NAD 83(1986)-  40 31 25.     (N)    075 46 57.     (W)     SCALED    
 KV2675* NAVD 88     -       122.513  (meters)     401.94   (feet)  ADJUSTED  
 KV2675  ___________________________________________________________________
 KV2675  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 KV2675  DYNAMIC HT  -         122.451 (meters)     401.74  (feet)  COMP
 KV2675  MODELED GRAV-     980,122.2   (mgal)                       NAVD 88
 KV2675
 KV2675  VERT ORDER  -  SECOND    CLASS 0
 KV2675
 KV2675.The horizontal coordinates were scaled from a topographic map and have
 KV2675.an estimated accuracy of +/- 6 seconds.
 KV2675
 KV2675.The orthometric height was determined by differential leveling
 KV2675.and adjusted by the National Geodetic Survey in June 1991..
 KV2675
 KV2675.The geoid height was determined by GEOID03.
 KV2675
 KV2675.The dynamic height is computed by dividing the NAVD 88
 KV2675.geopotential number by the normal gravity value computed on the
 KV2675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2675.degrees latitude (g = 980.6199 gals.).
 KV2675
 KV2675.The modeled gravity was interpolated from observed gravity values.
 KV2675
 KV2675;                    North         East    Units  Estimated Accuracy
 KV2675;SPC PA S     -   134,020.      766,700.      MT  (+/- 180 meters Scaled)
 KV2675
 KV2675                          SUPERSEDED SURVEY CONTROL
 KV2675
 KV2675  NGVD 29 (??/??/??)  122.726  (m)          402.64   (f) ADJUSTED    2 0
 KV2675
 KV2675.Superseded values are not recommended for survey control.
 KV2675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2675.See file dsdata.txt to determine how the superseded data were derived.
 KV2675
 KV2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK337861(NAD 83)
 KV2675_MARKER: DB = BENCH MARK DISK
 KV2675_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2675_SP_SET: BRIDGE ABUTMENT
 KV2675_STAMPING: D-191 1942
 KV2675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2675
 KV2675  HISTORY     - Date     Condition        Report By
 KV2675  HISTORY     - 1942     MONUMENTED       CGS
 KV2675  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KV2675  HISTORY     - 20050426 MARK NOT FOUND   GEOCAC
 KV2675
 KV2675                          STATION DESCRIPTION
 KV2675
 KV2675'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2675'0.4 MI N FROM KUTZTOWN.
 KV2675'0.4 MILE NORTH ALONG THE COUNTY ROAD FROM THE POST OFFICE AT
 KV2675'KUTZTOWN, ON THE NORTH EDGE OF THE CITY, SET IN THE WEST CORNER OF
 KV2675'THE NORTH ABUTMENT OF THE CONCRETE BRIDGE IN THE SOUTHWEST QUARTER
 KV2675'OF THE PUBLIC ROAD CROSSING, 17 FEET WEST OF THE CENTER-LINE OF
 KV2675'THE ROAD.  A STANDARD DISK.
 KV2675
 KV2675                          STATION RECOVERY (1987)
 KV2675
 KV2675'RECOVERY NOTE BY US POWER SQUADRON 1987 (MWD)
 KV2675'MARK NOT FOUND.
 KV2675
 KV2675                          STATION RECOVERY (2005)
 KV2675
 KV2675'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KV2675'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1949 ***********************************************************************
 JV1949  DESIGNATION -  D 193
 JV1949  PID         -  JV1949
 JV1949  STATE/COUNTY-  PA/ADAMS
 JV1949  USGS QUAD   -  BLUE RIDGE SUMMIT (1985)
 JV1949
 JV1949                         *CURRENT SURVEY CONTROL
 JV1949  ___________________________________________________________________
 JV1949* NAD 83(1986)-  39 44 19.     (N)    077 23 32.     (W)     SCALED    
 JV1949* NAVD 88     -       176.680  (meters)     579.66   (feet)  ADJUSTED  
 JV1949  ___________________________________________________________________
 JV1949  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JV1949  DYNAMIC HT  -         176.583 (meters)     579.34  (feet)  COMP
 JV1949  MODELED GRAV-     980,073.4   (mgal)                       NAVD 88
 JV1949
 JV1949  VERT ORDER  -  SECOND    CLASS 0
 JV1949
 JV1949.The horizontal coordinates were scaled from a topographic map and have
 JV1949.an estimated accuracy of +/- 6 seconds.
 JV1949
 JV1949.The orthometric height was determined by differential leveling
 JV1949.and adjusted by the National Geodetic Survey in June 1991..
 JV1949
 JV1949.The geoid height was determined by GEOID03.
 JV1949
 JV1949.The dynamic height is computed by dividing the NAVD 88
 JV1949.geopotential number by the normal gravity value computed on the
 JV1949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1949.degrees latitude (g = 980.6199 gals.).
 JV1949
 JV1949.The modeled gravity was interpolated from observed gravity values.
 JV1949
 JV1949;                    North         East    Units  Estimated Accuracy
 JV1949;SPC PA S     -    45,060.      630,670.      MT  (+/- 180 meters Scaled)
 JV1949
 JV1949                          SUPERSEDED SURVEY CONTROL
 JV1949
 JV1949  NGVD 29 (??/??/??)  176.861  (m)          580.25   (f) ADJUSTED    2 0
 JV1949
 JV1949.Superseded values are not recommended for survey control.
 JV1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1949.See file dsdata.txt to determine how the superseded data were derived.
 JV1949
 JV1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK950014(NAD 83)
 JV1949_MARKER: DB = BENCH MARK DISK
 JV1949_SETTING: 80 = SET IN A BOULDER
 JV1949_SP_SET: BOULDER
 JV1949_STAMPING: D 193 1942
 JV1949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1949+STABILITY: SURFACE MOTION
 JV1949
 JV1949  HISTORY     - Date     Condition        Report By
 JV1949  HISTORY     - 1942     MONUMENTED       CGS
 JV1949  HISTORY     - 1953     MARK NOT FOUND   USGS
 JV1949
 JV1949                          STATION DESCRIPTION
 JV1949
 JV1949'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1949'4.5 MI NW FROM EMMITSBURG.
 JV1949'IN ADAMS COUNTY, PENNSYLVANIA, 4.5 MILES NORTHWEST OF THE POST
 JV1949'OFFICE AT EMMITSBURG, FREDERICK COUNTY, MARYLAND, ON STATE
 JV1949'HIGHWAY 16, 53.5 FEET SOUTHWEST OF A POWER-TRANSMISSION LINE POLE,
 JV1949'49.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 33.3 FEET
 JV1949'SOUTH OF AN EAST-AND-WEST FENCE, IN THE TOP OF A BOULDER, AND
 JV1949'ABOUT 4 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 JV1949'D 193 1942.
 JV1949
 JV1949                          STATION RECOVERY (1953)
 JV1949
 JV1949'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 JV1949'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1921 ***********************************************************************
 JV1921  DESIGNATION -  D 194
 JV1921  PID         -  JV1921
 JV1921  STATE/COUNTY-  PA/ADAMS
 JV1921  USGS QUAD   -  MC SHERRYSTOWN (1990)
 JV1921
 JV1921                         *CURRENT SURVEY CONTROL
 JV1921  ___________________________________________________________________
 JV1921* NAD 83(1986)-  39 45 53.     (N)    077 01 45.     (W)     SCALED    
 JV1921* NAVD 88     -       173.381  (meters)     568.83   (feet)  ADJUSTED  
 JV1921  ___________________________________________________________________
 JV1921  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JV1921  DYNAMIC HT  -         173.289 (meters)     568.53  (feet)  COMP
 JV1921  MODELED GRAV-     980,093.1   (mgal)                       NAVD 88
 JV1921
 JV1921  VERT ORDER  -  SECOND    CLASS 0
 JV1921
 JV1921.The horizontal coordinates were scaled from a topographic map and have
 JV1921.an estimated accuracy of +/- 6 seconds.
 JV1921
 JV1921.The orthometric height was determined by differential leveling
 JV1921.and adjusted by the National Geodetic Survey in June 1991..
 JV1921
 JV1921.The geoid height was determined by GEOID03.
 JV1921
 JV1921.The dynamic height is computed by dividing the NAVD 88
 JV1921.geopotential number by the normal gravity value computed on the
 JV1921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1921.degrees latitude (g = 980.6199 gals.).
 JV1921
 JV1921.The modeled gravity was interpolated from observed gravity values.
 JV1921
 JV1921;                    North         East    Units  Estimated Accuracy
 JV1921;SPC PA S     -    48,150.      661,770.      MT  (+/- 180 meters Scaled)
 JV1921
 JV1921                          SUPERSEDED SURVEY CONTROL
 JV1921
 JV1921  NGVD 29 (??/??/??)  173.585  (m)          569.50   (f) ADJUSTED    2 0
 JV1921
 JV1921.Superseded values are not recommended for survey control.
 JV1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1921.See file dsdata.txt to determine how the superseded data were derived.
 JV1921
 JV1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK261036(NAD 83)
 JV1921_MARKER: DB = BENCH MARK DISK
 JV1921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1921_STAMPING: D 194 1942
 JV1921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1921+STABILITY: SURFACE MOTION
 JV1921
 JV1921  HISTORY     - Date     Condition        Report By
 JV1921  HISTORY     - 1942     MONUMENTED       CGS
 JV1921  HISTORY     - 19900518 MARK NOT FOUND   USGS
 JV1921
 JV1921                          STATION DESCRIPTION
 JV1921
 JV1921'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1921'3.7 MI NE FROM LITTLESTOWN.
 JV1921'3.7 MILES NORTHEAST ALONG STATE HIGHWAY 194 FROM THE POST OFFICE
 JV1921'AT LITTLESTOWN, ADAMS COUNTY, AT A BARN, 26.4 FEET EAST OF THE
 JV1921'CENTER LINE OF THE HIGHWAY, 12.2 FEET NORTH OF THE CENTER LINE
 JV1921'OF A DRIVEWAY, 1.0 FOOT WEST OF THE WEST SIDE OF THE BARN, AND
 JV1921'4.9 FEET NORTH OF THE SOUTH CORNER.  A STANDARD DISK, STAMPED
 JV1921'D 194 1942 AND SET IN THE TOP OF A CONCRETE POST.
 JV1921
 JV1921                          STATION RECOVERY (1990)
 JV1921
 JV1921'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (BJS)
 JV1921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1075 ***********************************************************************
 KX1075  DESIGNATION -  D 195
 KX1075  PID         -  KX1075
 KX1075  STATE/COUNTY-  PA/WESTMORELAND
 KX1075  USGS QUAD   -  DERRY (1977)
 KX1075
 KX1075                         *CURRENT SURVEY CONTROL
 KX1075  ___________________________________________________________________
 KX1075* NAD 83(1986)-  40 16 22.     (N)    079 18 05.     (W)     SCALED    
 KX1075* NAVD 88     -       342.356  (meters)    1123.21   (feet)  ADJUSTED  
 KX1075  ___________________________________________________________________
 KX1075  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KX1075  DYNAMIC HT  -         342.172 (meters)    1122.61  (feet)  COMP
 KX1075  MODELED GRAV-     980,076.8   (mgal)                       NAVD 88
 KX1075
 KX1075  VERT ORDER  -  SECOND    CLASS 0
 KX1075
 KX1075.The horizontal coordinates were scaled from a topographic map and have
 KX1075.an estimated accuracy of +/- 6 seconds.
 KX1075
 KX1075.The orthometric height was determined by differential leveling
 KX1075.and adjusted by the National Geodetic Survey in June 1991..
 KX1075
 KX1075.The geoid height was determined by GEOID03.
 KX1075
 KX1075.The dynamic height is computed by dividing the NAVD 88
 KX1075.geopotential number by the normal gravity value computed on the
 KX1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1075.degrees latitude (g = 980.6199 gals.).
 KX1075
 KX1075.The modeled gravity was interpolated from observed gravity values.
 KX1075
 KX1075;                    North         East    Units  Estimated Accuracy
 KX1075;SPC PA S     -   105,470.      468,060.      MT  (+/- 180 meters Scaled)
 KX1075
 KX1075                          SUPERSEDED SURVEY CONTROL
 KX1075
 KX1075  NGVD 29 (??/??/92)  342.538  (m)         1123.81   (f) ADJ UNCH    2 0
 KX1075
 KX1075.Superseded values are not recommended for survey control.
 KX1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1075.See file dsdata.txt to determine how the superseded data were derived.
 KX1075
 KX1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE444594(NAD 83)
 KX1075_MARKER: DB = BENCH MARK DISK
 KX1075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1075_SP_SET: CULVERT
 KX1075_STAMPING: D 195 1943
 KX1075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1075
 KX1075  HISTORY     - Date     Condition        Report By
 KX1075  HISTORY     - 1943     MONUMENTED       CGS
 KX1075  HISTORY     - 1954     GOOD             NGS
 KX1075
 KX1075                          STATION DESCRIPTION
 KX1075
 KX1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KX1075'4.3 MI NW FROM LIGONIER.
 KX1075'4.3 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE SQUARE
 KX1075'AT LIGONIER, ABOUT 0.45 MILE NORTHWEST OF BRIDGE OVER LOYALHANNA
 KX1075'CREEK, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 KX1075'HEAD WALL OF 15-INCH PIPE CULVERT NO. 7/40, 20.2 FEET SOUTHWEST
 KX1075'OF CENTER LINE OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1137 ***********************************************************************
 KX1137  DESIGNATION -  D 196
 KX1137  PID         -  KX1137
 KX1137  STATE/COUNTY-  PA/WESTMORELAND
 KX1137  USGS QUAD   -  SEVEN SPRINGS (1993)
 KX1137
 KX1137                         *CURRENT SURVEY CONTROL
 KX1137  ___________________________________________________________________
 KX1137* NAD 83(1986)-  40 05 28.     (N)    079 20 53.     (W)     SCALED    
 KX1137* NAVD 88     -       467.821  (meters)    1534.84   (feet)  ADJUSTED  
 KX1137  ___________________________________________________________________
 KX1137  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KX1137  DYNAMIC HT  -         467.553 (meters)    1533.96  (feet)  COMP
 KX1137  MODELED GRAV-     980,038.6   (mgal)                       NAVD 88
 KX1137
 KX1137  VERT ORDER  -  SECOND    CLASS 0
 KX1137
 KX1137.The horizontal coordinates were scaled from a topographic map and have
 KX1137.an estimated accuracy of +/- 6 seconds.
 KX1137
 KX1137.The orthometric height was determined by differential leveling
 KX1137.and adjusted by the National Geodetic Survey in June 1991..
 KX1137
 KX1137.The geoid height was determined by GEOID03.
 KX1137
 KX1137.The dynamic height is computed by dividing the NAVD 88
 KX1137.geopotential number by the normal gravity value computed on the
 KX1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1137.degrees latitude (g = 980.6199 gals.).
 KX1137
 KX1137.The modeled gravity was interpolated from observed gravity values.
 KX1137
 KX1137;                    North         East    Units  Estimated Accuracy
 KX1137;SPC PA S     -    85,370.      463,730.      MT  (+/- 180 meters Scaled)
 KX1137
 KX1137                          SUPERSEDED SURVEY CONTROL
 KX1137
 KX1137  NGVD 29 (??/??/92)  467.978  (m)         1535.36   (f) ADJ UNCH    2 0
 KX1137
 KX1137.Superseded values are not recommended for survey control.
 KX1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1137.See file dsdata.txt to determine how the superseded data were derived.
 KX1137
 KX1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE408391(NAD 83)
 KX1137_MARKER: DB = BENCH MARK DISK
 KX1137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1137_SP_SET: CULVERT
 KX1137_STAMPING: D 196 1943
 KX1137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1137
 KX1137  HISTORY     - Date     Condition        Report By
 KX1137  HISTORY     - 1943     MONUMENTED       CGS
 KX1137  HISTORY     - 1954     GOOD             NGS
 KX1137
 KX1137                          STATION DESCRIPTION
 KX1137
 KX1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KX1137'AT JONES MILL.
 KX1137'AT JONES MILLS, AT THE JUNCTION OF STATE HIGHWAYS 381 AND 711
 KX1137'LEADING SOUTH AND STATE HIGHWAY 31 NORTHWEST AND SOUTHEAST, IN
 KX1137'THE TOP OF THE SOUTH END OF THE WEST WALL OF A 3 BY 5-FOOT DROP
 KX1137'INLET FOR A 15-INCH PIPE CULVERT UNDER HIGHWAY 381-711, 23 1/2
 KX1137'FEET WEST OF CENTER LINE OF HIGHWAY 381 - 711, 105 FEET SOUTHWEST
 KX1137'OF CENTER LINE OF HIGHWAY 31 AND ABOUT LEVEL WITH HIGHWAYS
 KX1137'381 - 711.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2171 ***********************************************************************
 KV2171  DESIGNATION -  D 197
 KV2171  PID         -  KV2171
 KV2171  STATE/COUNTY-  PA/PHILADELPHIA
 KV2171  USGS QUAD   -  GERMANTOWN (1997)
 KV2171
 KV2171                         *CURRENT SURVEY CONTROL
 KV2171  ___________________________________________________________________
 KV2171* NAD 83(1986)-  40 00 14.     (N)    075 13 15.     (W)     SCALED    
 KV2171* NAVD 88     -        91.659  (meters)     300.72   (feet)  ADJUSTED  
 KV2171  ___________________________________________________________________
 KV2171  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KV2171  DYNAMIC HT  -          91.618 (meters)     300.58  (feet)  COMP
 KV2171  MODELED GRAV-     980,166.7   (mgal)                       NAVD 88
 KV2171
 KV2171  VERT ORDER  -  THIRD
 KV2171
 KV2171.The horizontal coordinates were scaled from a topographic map and have
 KV2171.an estimated accuracy of +/- 6 seconds.
 KV2171
 KV2171.The orthometric height was determined by differential leveling
 KV2171.and adjusted by the National Geodetic Survey in June 1991..
 KV2171
 KV2171.The geoid height was determined by GEOID03.
 KV2171
 KV2171.The dynamic height is computed by dividing the NAVD 88
 KV2171.geopotential number by the normal gravity value computed on the
 KV2171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2171.degrees latitude (g = 980.6199 gals.).
 KV2171
 KV2171.The modeled gravity was interpolated from observed gravity values.
 KV2171
 KV2171;                    North         East    Units  Estimated Accuracy
 KV2171;SPC PA S     -    77,550.      815,930.      MT  (+/- 180 meters Scaled)
 KV2171
 KV2171                          SUPERSEDED SURVEY CONTROL
 KV2171
 KV2171  NGVD 29 (??/??/??)   91.986  (m)          301.79   (f) ADJUSTED    3 0
 KV2171
 KV2171.Superseded values are not recommended for survey control.
 KV2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2171.See file dsdata.txt to determine how the superseded data were derived.
 KV2171
 KV2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK811282(NAD 83)
 KV2171_MARKER: DB = BENCH MARK DISK
 KV2171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2171_STAMPING: D-197-1946
 KV2171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2171+STABILITY: SURFACE MOTION
 KV2171
 KV2171  HISTORY     - Date     Condition        Report By
 KV2171  HISTORY     - 1946     MONUMENTED       CGS
 KV2171  HISTORY     - 19981031 GOOD             USPSQD
 KV2171
 KV2171                          STATION DESCRIPTION
 KV2171
 KV2171'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KV2171'AT PHILADELPHIA.
 KV2171'LOCATED ABOUT ONE MILE SOUTH OF READING RAILWAY STATION AT
 KV2171'WISSAHICKON, 43.5 FEET NORTH OF CITY AVENUE, 25.1 FEET EAST OF
 KV2171'BELMONT AVENUE AND 10.2 FEET SOUTHWEST OF CORNER OF STONE FENCE
 KV2171'BASE.  IT IS A STANDARD BM DISK SET FLUSH WITH GROUND IN TOP OF
 KV2171'CONCRETE MONUMENT AND STAMPED D - 197 - 1946.
 KV2171
 KV2171                          STATION RECOVERY (1998)
 KV2171
 KV2171'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV2171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2172 ***********************************************************************
 KV2172  DESIGNATION -  D 197 RESET 1949
 KV2172  PID         -  KV2172
 KV2172  STATE/COUNTY-  PA/MONTGOMERY
 KV2172  USGS QUAD   -  GERMANTOWN (1997)
 KV2172
 KV2172                         *CURRENT SURVEY CONTROL
 KV2172  ___________________________________________________________________
 KV2172* NAD 83(1986)-  40 00 14.     (N)    075 13 15.     (W)     SCALED    
 KV2172* NAVD 88     -        91.51   (+/-2cm)     300.2    (feet)  VERTCON   
 KV2172  ___________________________________________________________________
 KV2172  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KV2172
 KV2172  VERT ORDER  -  THIRD (See Below)
 KV2172
 KV2172.The horizontal coordinates were scaled from a topographic map and have
 KV2172.an estimated accuracy of +/- 6 seconds.
 KV2172
 KV2172.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV2172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV2172.The vertical order pertains to the NGVD 29 superseded value.
 KV2172
 KV2172.The geoid height was determined by GEOID03.
 KV2172
 KV2172;                    North         East    Units  Estimated Accuracy
 KV2172;SPC PA S     -    77,550.      815,930.      MT  (+/- 180 meters Scaled)
 KV2172
 KV2172                          SUPERSEDED SURVEY CONTROL
 KV2172
 KV2172  NGVD 29 (??/??/??)   91.84   (m)          301.3    (f) RESET       3  
 KV2172
 KV2172.Superseded values are not recommended for survey control.
 KV2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2172.See file dsdata.txt to determine how the superseded data were derived.
 KV2172
 KV2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK811282(NAD 83)
 KV2172_MARKER: DB = BENCH MARK DISK
 KV2172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2172_STAMPING: D 197 RESET 1949
 KV2172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2172+STABILITY: SURFACE MOTION
 KV2172
 KV2172  HISTORY     - Date     Condition        Report By
 KV2172  HISTORY     - 1949     MONUMENTED       LOCENG
 KV2172
 KV2172                          STATION DESCRIPTION
 KV2172
 KV2172'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949
 KV2172'1 MI SW FROM WISSAHICKON.
 KV2172'IN MONTGOMERY COUNTY, 1 MILE SOUTHWEST OF THE READING CO. RAILWAY
 KV2172'STATION AT WISSAHICKON, PHILADELPHIA COUNTY, AT THE NORTH CORNER
 KV2172'OF THE INTERSECTION OF CITY AVENUE AND BELMONT AVENUE, 58 FEET
 KV2172'NORTHEAST OF THE CENTER LINE OF BELMONT AVENUE, 38 FEET NORTHWEST
 KV2172'OF THE CENTER LINE OF CITY AVENUE, 13 FEET NORTHWEST OF THE
 KV2172'CITY AVENUE CURB, AND NEAR THE JUNCTION OF AN 8-FOOT-HIGH STONE
 KV2172'WALL WITH A 1-1/2-FOOT-HIGH STONE WALL BEARING A 3-1/2 FOOT
 KV2172'FENCE.  A STANDARD DISK, STAMPED D 197 RESET 1949 AND SET IN
 KV2172'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0339 ***********************************************************************
 MB0339  DESIGNATION -  D 198
 MB0339  PID         -  MB0339
 MB0339  STATE/COUNTY-  PA/LAWRENCE
 MB0339  USGS QUAD   -  EDINBURG (1990)
 MB0339
 MB0339                         *CURRENT SURVEY CONTROL
 MB0339  ___________________________________________________________________
 MB0339* NAD 83(1986)-  41 00 36.     (N)    080 25 20.     (W)     SCALED    
 MB0339* NAVD 88     -       242.085  (meters)     794.24   (feet)  ADJUSTED  
 MB0339  ___________________________________________________________________
 MB0339  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 MB0339  DYNAMIC HT  -         241.971 (meters)     793.87  (feet)  COMP
 MB0339  MODELED GRAV-     980,145.9   (mgal)                       NAVD 88
 MB0339
 MB0339  VERT ORDER  -  FIRST     CLASS II
 MB0339
 MB0339.The horizontal coordinates were scaled from a topographic map and have
 MB0339.an estimated accuracy of +/- 6 seconds.
 MB0339
 MB0339.The orthometric height was determined by differential leveling
 MB0339.and adjusted by the National Geodetic Survey in June 1991..
 MB0339
 MB0339.The geoid height was determined by GEOID03.
 MB0339
 MB0339.The dynamic height is computed by dividing the NAVD 88
 MB0339.geopotential number by the normal gravity value computed on the
 MB0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0339.degrees latitude (g = 980.6199 gals.).
 MB0339
 MB0339.The modeled gravity was interpolated from observed gravity values.
 MB0339
 MB0339;                    North         East    Units  Estimated Accuracy
 MB0339;SPC PA S     -   189,580.      375,240.      MT  (+/- 180 meters Scaled)
 MB0339
 MB0339                          SUPERSEDED SURVEY CONTROL
 MB0339
 MB0339  NGVD 29 (??/??/92)  242.243  (m)          794.76   (f) ADJ UNCH    1 2
 MB0339
 MB0339.Superseded values are not recommended for survey control.
 MB0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0339.See file dsdata.txt to determine how the superseded data were derived.
 MB0339
 MB0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF485400(NAD 83)
 MB0339_MARKER: DB = BENCH MARK DISK
 MB0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0339_STAMPING: D 198 1950
 MB0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0339+STABILITY: SURFACE MOTION
 MB0339
 MB0339  HISTORY     - Date     Condition        Report By
 MB0339  HISTORY     - 1950     MONUMENTED       CGS
 MB0339  HISTORY     - 1967     GOOD             NGS
 MB0339
 MB0339                          STATION DESCRIPTION
 MB0339
 MB0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0339'0.9 MI SE FROM EDINBURG.
 MB0339'ABOUT 0.9 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MB0339'FROM THE U.S. HIGHWAY 224 BRIDGE OVER THE MAHONING RIVER AT
 MB0339'EDINBURG, AT A SMALL ROAD CROSSING, AT MILE-POST 61-26.  IT IS
 MB0339'31 FEET NORTHEAST OF THE NORTHEAST RAIL, 22.5 FEET SOUTHWEST OF
 MB0339'THE CENTERLINE OF THE ROAD RUNNING PARALLEL WITH THE TRACK, 18
 MB0339'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD CROSSING THE TRACK,
 MB0339'3.5 FEET NORTHEAST OF A POLE, 2 FEET SOUTHWEST OF A WHITE WITNESS
 MB0339'POST AND 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK SET IN
 MB0339'THE TOP OF CONCRETE POST PROJECTING 3 INCHES.
 MB0339
 MB0339                          STATION RECOVERY (1967)
 MB0339
 MB0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MB0339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0110 ***********************************************************************
 KY0110  DESIGNATION -  D 199
 KY0110  PID         -  KY0110
 KY0110  STATE/COUNTY-  PA/BEAVER
 KY0110  USGS QUAD   -  BEAVER FALLS (1990)
 KY0110
 KY0110                         *CURRENT SURVEY CONTROL
 KY0110  ___________________________________________________________________
 KY0110* NAD 83(1986)-  40 48 40.     (N)    080 19 14.     (W)     SCALED    
 KY0110* NAVD 88     -       226.688  (meters)     743.73   (feet)  ADJUSTED  
 KY0110  ___________________________________________________________________
 KY0110  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KY0110  DYNAMIC HT  -         226.574 (meters)     743.35  (feet)  COMP
 KY0110  MODELED GRAV-     980,114.5   (mgal)                       NAVD 88
 KY0110
 KY0110  VERT ORDER  -  FIRST     CLASS II
 KY0110
 KY0110.The horizontal coordinates were scaled from a topographic map and have
 KY0110.an estimated accuracy of +/- 6 seconds.
 KY0110
 KY0110.The orthometric height was determined by differential leveling
 KY0110.and adjusted by the National Geodetic Survey in June 1991..
 KY0110
 KY0110.The geoid height was determined by GEOID03.
 KY0110
 KY0110.The dynamic height is computed by dividing the NAVD 88
 KY0110.geopotential number by the normal gravity value computed on the
 KY0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0110.degrees latitude (g = 980.6199 gals.).
 KY0110
 KY0110.The modeled gravity was interpolated from observed gravity values.
 KY0110
 KY0110;                    North         East    Units  Estimated Accuracy
 KY0110;SPC PA S     -   167,240.      383,150.      MT  (+/- 180 meters Scaled)
 KY0110
 KY0110                          SUPERSEDED SURVEY CONTROL
 KY0110
 KY0110  NGVD 29 (??/??/92)  226.812  (m)          744.13   (f) ADJ UNCH    1 2
 KY0110
 KY0110.Superseded values are not recommended for survey control.
 KY0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0110.See file dsdata.txt to determine how the superseded data were derived.
 KY0110
 KY0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF573180(NAD 83)
 KY0110_MARKER: DB = BENCH MARK DISK
 KY0110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0110_SP_SET: BRIDGE
 KY0110_STAMPING: D 199 1950
 KY0110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0110
 KY0110  HISTORY     - Date     Condition        Report By
 KY0110  HISTORY     - 1950     MONUMENTED       CGS
 KY0110
 KY0110                          STATION DESCRIPTION
 KY0110
 KY0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KY0110'AT HOMEWOOD.
 KY0110'AT THE PENNSYLVANIA TURNPIKE BRIDGE OVER THE BEAVER RIVER AT
 KY0110'HOMEWOOD.  IT IS ABOUT 150 FEET SOUTHWEST OF THE BRIDGE, IN THE
 KY0110'TOP AND CENTER OF THE NORTHWEST RETAINING WALL OF A SMALL BRIDGE,
 KY0110'12 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE PITTSBURG AND
 KY0110'LAKE ERIE RAILROAD AND 3 FEET BELOW THE LEVEL OF THE TRACK.  A
 KY0110'STANDARD DISK CEMENTED IN A DRILLED HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2251 ***********************************************************************
 KV2251  DESIGNATION -  D 2
 KV2251  PID         -  KV2251
 KV2251  STATE/COUNTY-  PA/BERKS
 KV2251  USGS QUAD   -  BIRDSBORO (1983)
 KV2251
 KV2251                         *CURRENT SURVEY CONTROL
 KV2251  ___________________________________________________________________
 KV2251* NAD 83(1986)-  40 17 16.     (N)    075 51 19.     (W)     SCALED    
 KV2251* NAVD 88     -        58.269  (meters)     191.17   (feet)  ADJUSTED  
 KV2251  ___________________________________________________________________
 KV2251  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 KV2251  DYNAMIC HT  -          58.239 (meters)     191.07  (feet)  COMP
 KV2251  MODELED GRAV-     980,103.1   (mgal)                       NAVD 88
 KV2251
 KV2251  VERT ORDER  -  FIRST     CLASS I
 KV2251
 KV2251.The horizontal coordinates were scaled from a topographic map and have
 KV2251.an estimated accuracy of +/- 6 seconds.
 KV2251
 KV2251.The orthometric height was determined by differential leveling
 KV2251.and adjusted by the National Geodetic Survey in June 1991..
 KV2251
 KV2251.The geoid height was determined by GEOID03.
 KV2251
 KV2251.The dynamic height is computed by dividing the NAVD 88
 KV2251.geopotential number by the normal gravity value computed on the
 KV2251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2251.degrees latitude (g = 980.6199 gals.).
 KV2251
 KV2251.The modeled gravity was interpolated from observed gravity values.
 KV2251
 KV2251;                    North         East    Units  Estimated Accuracy
 KV2251;SPC PA S     -   107,710.      761,100.      MT  (+/- 180 meters Scaled)
 KV2251
 KV2251                          SUPERSEDED SURVEY CONTROL
 KV2251
 KV2251  NGVD 29 (??/??/??)   58.523  (m)          192.00   (f) ADJUSTED    1 1
 KV2251
 KV2251.Superseded values are not recommended for survey control.
 KV2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2251.See file dsdata.txt to determine how the superseded data were derived.
 KV2251
 KV2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK273600(NAD 83)
 KV2251_MARKER: DB = BENCH MARK DISK
 KV2251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2251_SP_SET: CONC BLOCK
 KV2251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2251
 KV2251  HISTORY     - Date     Condition        Report By
 KV2251  HISTORY     - 1929     MONUMENTED       CGS
 KV2251  HISTORY     - 20030313 MARK NOT FOUND   USPSQD
 KV2251
 KV2251                          STATION DESCRIPTION
 KV2251
 KV2251'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 KV2251'AT LORANE.
 KV2251'50 FT WEST OF READING STATION ON NORTH SIDE OF TRACKS, 5 FT 3
 KV2251'INCHES FROM SIDE TRACK AND 15 FT FROM COAL DUMP.
 KV2251
 KV2251                          STATION RECOVERY (2003)
 KV2251
 KV2251'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEQ)
 KV2251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2252 ***********************************************************************
 KV2252  DESIGNATION -  D 2 RESET 1966
 KV2252  PID         -  KV2252
 KV2252  STATE/COUNTY-  PA/BERKS
 KV2252  USGS QUAD   -  BIRDSBORO (1983)
 KV2252
 KV2252                         *CURRENT SURVEY CONTROL
 KV2252  ___________________________________________________________________
 KV2252* NAD 83(1986)-  40 17 12.     (N)    075 51 13.     (W)     SCALED    
 KV2252* NAVD 88     -        58.474  (meters)     191.84   (feet)  ADJUSTED  
 KV2252  ___________________________________________________________________
 KV2252  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 KV2252  DYNAMIC HT  -          58.443 (meters)     191.74  (feet)  COMP
 KV2252  MODELED GRAV-     980,102.8   (mgal)                       NAVD 88
 KV2252  OBS GRAVITY -     980,110.7   (mgal)                       GRAV_OBS
 KV2252
 KV2252  VERT ORDER  -  FIRST     CLASS I
 KV2252
 KV2252.The horizontal coordinates were scaled from a topographic map and have
 KV2252.an estimated accuracy of +/- 6 seconds.
 KV2252
 KV2252.The orthometric height was determined by differential leveling
 KV2252.and adjusted by the National Geodetic Survey in June 1991..
 KV2252
 KV2252.The geoid height was determined by GEOID03.
 KV2252
 KV2252.The dynamic height is computed by dividing the NAVD 88
 KV2252.geopotential number by the normal gravity value computed on the
 KV2252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2252.degrees latitude (g = 980.6199 gals.).
 KV2252
 KV2252.The modeled gravity was interpolated from observed gravity values.
 KV2252.The observed gravity was obtained from relative gravimeter ties
 KV2252.to the IGSN71 gravity network.
 KV2252
 KV2252;                    North         East    Units  Estimated Accuracy
 KV2252;SPC PA S     -   107,580.      761,240.      MT  (+/- 180 meters Scaled)
 KV2252
 KV2252                          SUPERSEDED SURVEY CONTROL
 KV2252
 KV2252  NGVD 29 (??/??/??)   58.728  (m)          192.68   (f) ADJUSTED    1 1
 KV2252
 KV2252.Superseded values are not recommended for survey control.
 KV2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2252.See file dsdata.txt to determine how the superseded data were derived.
 KV2252
 KV2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK274599(NAD 83)
 KV2252_MARKER: DB = BENCH MARK DISK
 KV2252_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV2252_SP_SET: 14 FEET
 KV2252_STAMPING: D 2 RESET 1966
 KV2252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2252
 KV2252  HISTORY     - Date     Condition        Report By
 KV2252  HISTORY     - 1966     MONUMENTED       CGS
 KV2252  HISTORY     - 20030313 MARK NOT FOUND   USPSQD
 KV2252
 KV2252                          STATION DESCRIPTION
 KV2252
 KV2252'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2252'2.8 MI W FROM BIRDSBORO.
 KV2252'ABOUT 2.85 MILES WEST ALONG THE READING COMPANY RAILROAD FROM THE
 KV2252'STATION AT BIRDSBORO, AT THE ABANDONED SITE OF THE LORANE STATION
 KV2252'AND SIDING, 1 1/2 RAILS WEST OF FRACTIONAL MILEPOST 52/10, 46
 KV2252'FEET NORTH OF THE NORTH RAIL OF THE NORTH SET OF MAIN LINE TRACKS,
 KV2252'33 FEET NORTH OF THE NORTH RAIL OF A SIDETRACK, 29 FEET SOUTHWEST
 KV2252'OF POWER POLE NUMBER ME 27-45, 1.0 FOOT NORTH OF A METAL WITNESS
 KV2252'POST, ABOUT LEVEL WITH THE TRACK, AND SET ON THE TOP OF A 5/8-INCH
 KV2252'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 14 FEET AND IS
 KV2252'ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES.
 KV2252
 KV2252                          STATION RECOVERY (2003)
 KV2252
 KV2252'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEQ)
 KV2252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1299 ***********************************************************************
 LZ1299  DESIGNATION -  D 20
 LZ1299  PID         -  LZ1299
 LZ1299  STATE/COUNTY-  PA/CLINTON
 LZ1299  USGS QUAD   -  SNOW SHOE NW (1988)
 LZ1299
 LZ1299                         *CURRENT SURVEY CONTROL
 LZ1299  ___________________________________________________________________
 LZ1299* NAD 83(1986)-  41 10 18.     (N)    077 58 59.     (W)     SCALED    
 LZ1299* NAVD 88     -       233.756  (meters)     766.91   (feet)  ADJUSTED  
 LZ1299  ___________________________________________________________________
 LZ1299  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 LZ1299  DYNAMIC HT  -         233.636 (meters)     766.52  (feet)  COMP
 LZ1299  MODELED GRAV-     980,103.7   (mgal)                       NAVD 88
 LZ1299
 LZ1299  VERT ORDER  -  SECOND    CLASS 0
 LZ1299
 LZ1299.The horizontal coordinates were scaled from a topographic map and have
 LZ1299.an estimated accuracy of +/- 6 seconds.
 LZ1299
 LZ1299.The orthometric height was determined by differential leveling
 LZ1299.and adjusted by the National Geodetic Survey in June 1991..
 LZ1299
 LZ1299.The geoid height was determined by GEOID03.
 LZ1299
 LZ1299.The dynamic height is computed by dividing the NAVD 88
 LZ1299.geopotential number by the normal gravity value computed on the
 LZ1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1299.degrees latitude (g = 980.6199 gals.).
 LZ1299
 LZ1299.The modeled gravity was interpolated from observed gravity values.
 LZ1299
 LZ1299;                    North         East    Units  Estimated Accuracy
 LZ1299;SPC PA N     -   111,640.      580,440.      MT  (+/- 180 meters Scaled)
 LZ1299
 LZ1299                          SUPERSEDED SURVEY CONTROL
 LZ1299
 LZ1299  NGVD 29 (??/??/92)  233.920  (m)          767.45   (f) ADJ UNCH    2 0
 LZ1299
 LZ1299.Superseded values are not recommended for survey control.
 LZ1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1299.See file dsdata.txt to determine how the superseded data were derived.
 LZ1299
 LZ1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL497621(NAD 83)
 LZ1299_MARKER: DB = BENCH MARK DISK
 LZ1299_SETTING: 66 = SET IN ROCK OUTCROP
 LZ1299_SP_SET: ROCK LEDGE
 LZ1299_STAMPING: D 20 1934
 LZ1299_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ1299+STABILITY: POSITION/ELEVATION WELL
 LZ1299
 LZ1299  HISTORY     - Date     Condition        Report By
 LZ1299  HISTORY     - 1934     MONUMENTED       CGS
 LZ1299
 LZ1299                          STATION DESCRIPTION
 LZ1299
 LZ1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1299'9.7 MI W FROM KEATING.
 LZ1299'ABOUT 9.7 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LZ1299'KEATING, CLINTON COUNTY, AT MILEAGE 43.3, ABOUT 1,400 FEET
 LZ1299'NORTH OF MILEPOST C 43, ABOUT 100 FEET NORTH OF A WATCHMANS
 LZ1299'SMALL FRAME SHANTY, AT A SHALE CUT, 11 FEET WEST OF THE CENTER
 LZ1299'LINE OF THE TRACK, AND IN THE FACE OF A 4-FOOT ROCK LEDGE, ABOUT
 LZ1299'2 FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 LZ1299'D 20 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0176 ***********************************************************************
 KY0176  DESIGNATION -  D 200
 KY0176  PID         -  KY0176
 KY0176  STATE/COUNTY-  PA/LAWRENCE
 KY0176  USGS QUAD   -  NEW CASTLE SOUTH (1990)
 KY0176
 KY0176                         *CURRENT SURVEY CONTROL
 KY0176  ___________________________________________________________________
 KY0176* NAD 83(1986)-  40 53 37.     (N)    080 20 10.     (W)     SCALED    
 KY0176* NAVD 88     -       255.420  (meters)     837.99   (feet)  ADJUSTED  
 KY0176  ___________________________________________________________________
 KY0176  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KY0176  DYNAMIC HT  -         255.292 (meters)     837.57  (feet)  COMP
 KY0176  MODELED GRAV-     980,118.8   (mgal)                       NAVD 88
 KY0176
 KY0176  VERT ORDER  -  FIRST     CLASS II
 KY0176
 KY0176.The horizontal coordinates were scaled from a topographic map and have
 KY0176.an estimated accuracy of +/- 6 seconds.
 KY0176
 KY0176.The orthometric height was determined by differential leveling
 KY0176.and adjusted by the National Geodetic Survey in June 1991..
 KY0176
 KY0176.The geoid height was determined by GEOID03.
 KY0176
 KY0176.The dynamic height is computed by dividing the NAVD 88
 KY0176.geopotential number by the normal gravity value computed on the
 KY0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0176.degrees latitude (g = 980.6199 gals.).
 KY0176
 KY0176.The modeled gravity was interpolated from observed gravity values.
 KY0176
 KY0176;                    North         East    Units  Estimated Accuracy
 KY0176;SPC PA S     -   176,440.      382,100.      MT  (+/- 180 meters Scaled)
 KY0176
 KY0176                          SUPERSEDED SURVEY CONTROL
 KY0176
 KY0176  NGVD 29 (??/??/92)  255.557  (m)          838.44   (f) ADJ UNCH    1 2
 KY0176
 KY0176.Superseded values are not recommended for survey control.
 KY0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0176.See file dsdata.txt to determine how the superseded data were derived.
 KY0176
 KY0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF559271(NAD 83)
 KY0176_MARKER: DB = BENCH MARK DISK
 KY0176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0176_SP_SET: BASE
 KY0176_STAMPING: D 200 1950
 KY0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0176
 KY0176  HISTORY     - Date     Condition        Report By
 KY0176  HISTORY     - 1950     MONUMENTED       CGS
 KY0176  HISTORY     - 19970903 GOOD             USPSQD
 KY0176
 KY0176                          STATION DESCRIPTION
 KY0176
 KY0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KY0176'0.7 MI NW FROM CHEWTON.
 KY0176'ABOUT 0.7 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY0176'FROM THE STATE HIGHWAY 288 OVERPASS AT CHEWTON.  IT IS IN THE TOP
 KY0176'AND SOUTHWEST CORNER OF THE CONCRETE BASE OF SIGNAL 48-48, 9 FEET
 KY0176'NORTHEAST OF THE NORTHEAST RAIL AND ABOUT LEVEL WITH THE TRACK.
 KY0176'A STANDARD DISK CEMENTED IN A DRILLED HOLE.
 KY0176
 KY0176                          STATION RECOVERY (1997)
 KY0176
 KY0176'RECOVERY NOTE BY US POWER SQUADRON 1997
 KY0176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0139 ***********************************************************************
 KY0139  DESIGNATION -  D 201
 KY0139  PID         -  KY0139
 KY0139  STATE/COUNTY-  PA/BEAVER
 KY0139  USGS QUAD   -  ZELIENOPLE (1990)
 KY0139
 KY0139                         *CURRENT SURVEY CONTROL
 KY0139  ___________________________________________________________________
 KY0139* NAD 83(1986)-  40 47 28.     (N)    080 09 36.     (W)     SCALED    
 KY0139* NAVD 88     -       272.665  (meters)     894.57   (feet)  ADJUSTED  
 KY0139  ___________________________________________________________________
 KY0139  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KY0139  DYNAMIC HT  -         272.527 (meters)     894.12  (feet)  COMP
 KY0139  MODELED GRAV-     980,109.8   (mgal)                       NAVD 88
 KY0139
 KY0139  VERT ORDER  -  SECOND    CLASS 0
 KY0139
 KY0139.The horizontal coordinates were scaled from a topographic map and have
 KY0139.an estimated accuracy of +/- 6 seconds.
 KY0139
 KY0139.The orthometric height was determined by differential leveling
 KY0139.and adjusted by the National Geodetic Survey in June 1991..
 KY0139
 KY0139.The geoid height was determined by GEOID03.
 KY0139
 KY0139.The dynamic height is computed by dividing the NAVD 88
 KY0139.geopotential number by the normal gravity value computed on the
 KY0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0139.degrees latitude (g = 980.6199 gals.).
 KY0139
 KY0139.The modeled gravity was interpolated from observed gravity values.
 KY0139
 KY0139;                    North         East    Units  Estimated Accuracy
 KY0139;SPC PA S     -   164,640.      396,630.      MT  (+/- 180 meters Scaled)
 KY0139
 KY0139                          SUPERSEDED SURVEY CONTROL
 KY0139
 KY0139  NGVD 29 (??/??/92)  272.815  (m)          895.06   (f) ADJ UNCH    2 0
 KY0139
 KY0139.Superseded values are not recommended for survey control.
 KY0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0139.See file dsdata.txt to determine how the superseded data were derived.
 KY0139
 KY0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF708159(NAD 83)
 KY0139_MARKER: DB = BENCH MARK DISK
 KY0139_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0139_SP_SET: FOUNDATION
 KY0139_STAMPING: D 201 1954
 KY0139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0139
 KY0139  HISTORY     - Date     Condition        Report By
 KY0139  HISTORY     - 1954     MONUMENTED       CGS
 KY0139
 KY0139                          STATION DESCRIPTION
 KY0139
 KY0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KY0139'1 MI W FROM ZELIENOPLE.
 KY0139'ABOUT 1.05 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KY0139'THE STATION AT ZELIENOPLE, ABOUT 0.35 MILE SOUTHEAST OF AN
 KY0139'OVERPASS OF A NARROW ROAD OVER TRACKS, SET VERTICALLY IN THE WEST
 KY0139'FACE OF CONCRETE FOUNDATION OF AN ABANDONED FARM HOUSE, 80 FEET
 KY0139'EAST OF EAST RAIL OF EAST TRACK, 2 1/2 FEET NORTH OF SOUTHWEST
 KY0139'CORNER OF FOUNDATION, ACROSS TRACKS FROM A POINT ABOUT MIDWAY
 KY0139'BETWEEN TELEPHONES POLES NO. 35/02 AND 35/03, 23 FEET NORTHEAST
 KY0139'OF THE SOUTH MOST ONE OF A GROUP OF TALL SLIM POPLAR TREES, ABOUT
 KY0139'3 1/2 FEET ABOVE GROUND AND ABOUT 6 FEET BELOW LEVEL OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0130 ***********************************************************************
 KY0130  DESIGNATION -  D 202
 KY0130  PID         -  KY0130
 KY0130  STATE/COUNTY-  PA/BUTLER
 KY0130  USGS QUAD   -  EVANS CITY (1977)
 KY0130
 KY0130                         *CURRENT SURVEY CONTROL
 KY0130  ___________________________________________________________________
 KY0130* NAD 83(1986)-  40 46 44.     (N)    080 04 47.     (W)     SCALED    
 KY0130* NAVD 88     -       282.534  (meters)     926.95   (feet)  ADJUSTED  
 KY0130  ___________________________________________________________________
 KY0130  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KY0130  DYNAMIC HT  -         282.390 (meters)     926.47  (feet)  COMP
 KY0130  MODELED GRAV-     980,107.1   (mgal)                       NAVD 88
 KY0130
 KY0130  VERT ORDER  -  SECOND    CLASS 0
 KY0130
 KY0130.The horizontal coordinates were scaled from a topographic map and have
 KY0130.an estimated accuracy of +/- 6 seconds.
 KY0130
 KY0130.The orthometric height was determined by differential leveling
 KY0130.and adjusted by the National Geodetic Survey in June 1991..
 KY0130
 KY0130.The geoid height was determined by GEOID03.
 KY0130
 KY0130.The dynamic height is computed by dividing the NAVD 88
 KY0130.geopotential number by the normal gravity value computed on the
 KY0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0130.degrees latitude (g = 980.6199 gals.).
 KY0130
 KY0130.The modeled gravity was interpolated from observed gravity values.
 KY0130
 KY0130;                    North         East    Units  Estimated Accuracy
 KY0130;SPC PA S     -   163,100.      403,360.      MT  (+/- 180 meters Scaled)
 KY0130
 KY0130                          SUPERSEDED SURVEY CONTROL
 KY0130
 KY0130  NGVD 29 (??/??/92)  282.678  (m)          927.42   (f) ADJ UNCH    2 0
 KY0130
 KY0130.Superseded values are not recommended for survey control.
 KY0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0130.See file dsdata.txt to determine how the superseded data were derived.
 KY0130
 KY0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF776146(NAD 83)
 KY0130_MARKER: DB = BENCH MARK DISK
 KY0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0130_STAMPING: D 202 1954
 KY0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0130+STABILITY: SURFACE MOTION
 KY0130
 KY0130  HISTORY     - Date     Condition        Report By
 KY0130  HISTORY     - 1954     MONUMENTED       CGS
 KY0130
 KY0130                          STATION DESCRIPTION
 KY0130
 KY0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KY0130'1.2 MI NW FROM EVANS CITY.
 KY0130'ABOUT 1.25 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY0130'FROM THE STATION AT EVANS CITY, ABOUT 1.3 MILES SOUTHEAST OF MU
 KY0130'CONTROL TOWER AT EIDENAU, AT A DIM ROAD CROSSING, 16 FEET SOUTHWEST
 KY0130'OF SOUTHWEST RAIL OF SOUTHWEST TRACK, 71 FEET WEST-SOUTHWEST AND
 KY0130'ACROSS DIM ROAD AND TRACK FROM TELEPHONE POLE NO. 29/20, 33 FEET
 KY0130'WEST OF CENTER OF CROSSING OF SOUTHWEST TRACK AND DIM ROAD,
 KY0130'23 FEET NORTHWEST OF CENTER LINE OF DIM ROAD, 2 FEET EAST-SOUTHEAST
 KY0130'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF
 KY0130'TRACKS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1074 ***********************************************************************
 KX1074  DESIGNATION -  D 203
 KX1074  PID         -  KX1074
 KX1074  STATE/COUNTY-  PA/WESTMORELAND
 KX1074  USGS QUAD   -  DERRY (1977)
 KX1074
 KX1074                         *CURRENT SURVEY CONTROL
 KX1074  ___________________________________________________________________
 KX1074* NAD 83(1986)-  40 16 24.     (N)    079 18 13.     (W)     SCALED    
 KX1074* NAVD 88     -       346.263  (meters)    1136.03   (feet)  ADJUSTED  
 KX1074  ___________________________________________________________________
 KX1074  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KX1074  DYNAMIC HT  -         346.076 (meters)    1135.42  (feet)  COMP
 KX1074  MODELED GRAV-     980,076.8   (mgal)                       NAVD 88
 KX1074
 KX1074  VERT ORDER  -  SECOND    CLASS 0
 KX1074
 KX1074.The horizontal coordinates were scaled from a topographic map and have
 KX1074.an estimated accuracy of +/- 6 seconds.
 KX1074
 KX1074.The orthometric height was determined by differential leveling
 KX1074.and adjusted by the National Geodetic Survey in June 1991..
 KX1074
 KX1074.The geoid height was determined by GEOID03.
 KX1074
 KX1074.The dynamic height is computed by dividing the NAVD 88
 KX1074.geopotential number by the normal gravity value computed on the
 KX1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1074.degrees latitude (g = 980.6199 gals.).
 KX1074
 KX1074.The modeled gravity was interpolated from observed gravity values.
 KX1074
 KX1074;                    North         East    Units  Estimated Accuracy
 KX1074;SPC PA S     -   105,540.      467,870.      MT  (+/- 180 meters Scaled)
 KX1074
 KX1074                          SUPERSEDED SURVEY CONTROL
 KX1074
 KX1074  NGVD 29 (??/??/92)  346.445  (m)         1136.63   (f) ADJ UNCH    2 0
 KX1074
 KX1074.Superseded values are not recommended for survey control.
 KX1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1074.See file dsdata.txt to determine how the superseded data were derived.
 KX1074
 KX1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE442594(NAD 83)
 KX1074_MARKER: DB = BENCH MARK DISK
 KX1074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1074_SP_SET: CULVERT
 KX1074_STAMPING: D 203 1954
 KX1074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1074
 KX1074  HISTORY     - Date     Condition        Report By
 KX1074  HISTORY     - 1954     MONUMENTED       CGS
 KX1074
 KX1074                          STATION DESCRIPTION
 KX1074
 KX1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KX1074'4.4 MI NW FROM LIGONIER.
 KX1074'4.45 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE SQUARE
 KX1074'AT LIGONIER, ABOUT 0.6 MILE NORTHWEST OF BRIDGE OVER LOYALHANNA
 KX1074'CREEK, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 KX1074'HEAD WALL OF A 4-FOOT PIPE CULVERT, 20 1/2 FEET SOUTHWEST OF
 KX1074'CENTER LINE OF HIGHWAY AND ABOUT 1/2 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0569 ***********************************************************************
 JW0569  DESIGNATION -  D 204
 JW0569  PID         -  JW0569
 JW0569  STATE/COUNTY-  PA/SOMERSET
 JW0569  USGS QUAD   -  CONFLUENCE (1994)
 JW0569
 JW0569                         *CURRENT SURVEY CONTROL
 JW0569  ___________________________________________________________________
 JW0569* NAD 83(1986)-  39 48 53.     (N)    079 21 42.     (W)     SCALED    
 JW0569* NAVD 88     -       406.120  (meters)    1332.41   (feet)  ADJUSTED  
 JW0569  ___________________________________________________________________
 JW0569  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 JW0569  DYNAMIC HT  -         405.872 (meters)    1331.60  (feet)  COMP
 JW0569  MODELED GRAV-     980,004.2   (mgal)                       NAVD 88
 JW0569
 JW0569  VERT ORDER  -  SECOND    CLASS 0
 JW0569
 JW0569.The horizontal coordinates were scaled from a topographic map and have
 JW0569.an estimated accuracy of +/- 6 seconds.
 JW0569
 JW0569.The orthometric height was determined by differential leveling
 JW0569.and adjusted by the National Geodetic Survey in June 1991..
 JW0569
 JW0569.The geoid height was determined by GEOID03.
 JW0569
 JW0569.The dynamic height is computed by dividing the NAVD 88
 JW0569.geopotential number by the normal gravity value computed on the
 JW0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0569.degrees latitude (g = 980.6199 gals.).
 JW0569
 JW0569.The modeled gravity was interpolated from observed gravity values.
 JW0569
 JW0569;                    North         East    Units  Estimated Accuracy
 JW0569;SPC PA S     -    54,710.      462,010.      MT  (+/- 180 meters Scaled)
 JW0569
 JW0569                          SUPERSEDED SURVEY CONTROL
 JW0569
 JW0569  NGVD 29 (??/??/92)  406.259  (m)         1332.87   (f) ADJ UNCH    2 0
 JW0569
 JW0569.Superseded values are not recommended for survey control.
 JW0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0569.See file dsdata.txt to determine how the superseded data were derived.
 JW0569
 JW0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE402084(NAD 83)
 JW0569_MARKER: DB = BENCH MARK DISK
 JW0569_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0569_SP_SET: CONCRETE ABUTMENT OF BRIDGE
 JW0569_STAMPING: D 204 1954
 JW0569_MARK LOGO: CGS   
 JW0569_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JW0569+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2005
 JW0569
 JW0569  HISTORY     - Date     Condition        Report By
 JW0569  HISTORY     - 1954     MONUMENTED       CGS
 JW0569  HISTORY     - 20030611 GOOD             NGS
 JW0569  HISTORY     - 20050819 GOOD             TERRSV
 JW0569
 JW0569                          STATION DESCRIPTION
 JW0569
 JW0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JW0569'0.2 MI NW FROM CONFLUENCE.
 JW0569'ABOUT 0.2 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JW0569'FROM THE STATION AT CONFLUENCE, NEAR TELEPHONE POLE NO. 243/16,
 JW0569'IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT
 JW0569'OF RAILROAD BRIDGE OVER LAUREL HILL CREEK, 7 1/2 FEET NORTHEAST
 JW0569'OF NORTHEAST RAIL, 2 FEET NORTHEAST OF NORTHEAST EDGE OF FOOT
 JW0569'BRIDGE AND ABOUT 3 1/2 FEET BELOW LEVEL OF TRACK.
 JW0569
 JW0569                          STATION RECOVERY (2003)
 JW0569
 JW0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (RD)
 JW0569'FOUND AS DESCRIBED IN GOOD CONDITION.
 JW0569
 JW0569                          STATION RECOVERY (2005)
 JW0569
 JW0569'RECOVERY NOTE BY TERRA SURV 2005 (JVH)
 JW0569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0509 ***********************************************************************
 KY0509  DESIGNATION -  D 206
 KY0509  PID         -  KY0509
 KY0509  STATE/COUNTY-  PA/WASHINGTON
 KY0509  USGS QUAD   -  PROSPERITY (1977)
 KY0509
 KY0509                         *CURRENT SURVEY CONTROL
 KY0509  ___________________________________________________________________
 KY0509* NAD 83(1986)-  40 06 10.     (N)    080 19 35.     (W)     SCALED    
 KY0509* NAVD 88     -       334.858  (meters)    1098.61   (feet)  ADJUSTED  
 KY0509  ___________________________________________________________________
 KY0509  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KY0509  DYNAMIC HT  -         334.666 (meters)    1097.98  (feet)  COMP
 KY0509  MODELED GRAV-     980,043.1   (mgal)                       NAVD 88
 KY0509
 KY0509  VERT ORDER  -  SECOND    CLASS 0
 KY0509
 KY0509.The horizontal coordinates were scaled from a topographic map and have
 KY0509.an estimated accuracy of +/- 6 seconds.
 KY0509
 KY0509.The orthometric height was determined by differential leveling
 KY0509.and adjusted by the National Geodetic Survey in June 1991..
 KY0509
 KY0509.The geoid height was determined by GEOID03.
 KY0509
 KY0509.The dynamic height is computed by dividing the NAVD 88
 KY0509.geopotential number by the normal gravity value computed on the
 KY0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0509.degrees latitude (g = 980.6199 gals.).
 KY0509
 KY0509.The modeled gravity was interpolated from observed gravity values.
 KY0509
 KY0509;                    North         East    Units  Estimated Accuracy
 KY0509;SPC PA S     -    88,640.      380,360.      MT  (+/- 180 meters Scaled)
 KY0509
 KY0509                          SUPERSEDED SURVEY CONTROL
 KY0509
 KY0509  NGVD 29 (??/??/92)  334.995  (m)         1099.06   (f) ADJ UNCH    2 0
 KY0509
 KY0509.Superseded values are not recommended for survey control.
 KY0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0509.See file dsdata.txt to determine how the superseded data were derived.
 KY0509
 KY0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE574393(NAD 83)
 KY0509_MARKER: DB = BENCH MARK DISK
 KY0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0509_STAMPING: D 206 1957
 KY0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0509+STABILITY: SURFACE MOTION
 KY0509
 KY0509  HISTORY     - Date     Condition        Report By
 KY0509  HISTORY     - 1957     MONUMENTED       CGS
 KY0509
 KY0509                          STATION DESCRIPTION
 KY0509
 KY0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0509'3.2 MI SW FROM LAGONDA.
 KY0509'ABOUT 1.1 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE SCHOOL AT
 KY0509'LAGONDA, THENCE ABOUT 2.05 MILES WEST ALONG A BLACK TOP ROAD,
 KY0509'THENCE ABOUT 120 YARDS SOUTH ALONG STATE HIGHWAY 221, 15 1/2
 KY0509'FEET WEST-SOUTHWEST OF CENTER LINE OF HIGHWAY 221, 127 FEET
 KY0509'NORTHWEST OF NORTHWEST END OF SOUTHWEST CONCRETE HEAD WALL OF AN
 KY0509'OLD CONCRETE BRIDGE OVER TEN MILE CREEK, 1 FOOT EAST OF A FENCE
 KY0509'LINE, 2 FEET SOUTHEAST OF A CONCRETE WITNESS POST, ABOUT LEVEL
 KY0509'WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 KY0509'INCHES.  NOTE-- MARK IS ABOUT 3.95 MILES SOUTH ALONG STATE
 KY0509'HIGHWAY 221 FROM THE OVERPASS OF THE BALTIMORE AND OHIO RAILROAD
 KY0509'OVER HIGHWAY AT TAYLORSTOWN, WASHINGTON COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0591 ***********************************************************************
 KY0591  DESIGNATION -  D 207
 KY0591  PID         -  KY0591
 KY0591  STATE/COUNTY-  PA/WASHINGTON
 KY0591  USGS QUAD   -  PROSPERITY (1977)
 KY0591
 KY0591                         *CURRENT SURVEY CONTROL
 KY0591  ___________________________________________________________________
 KY0591* NAD 83(1986)-  40 00 03.     (N)    080 21 06.     (W)     SCALED    
 KY0591* NAVD 88     -       357.541  (meters)    1173.03   (feet)  ADJUSTED  
 KY0591  ___________________________________________________________________
 KY0591  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 KY0591  DYNAMIC HT  -         357.336 (meters)    1172.36  (feet)  COMP
 KY0591  MODELED GRAV-     980,044.8   (mgal)                       NAVD 88
 KY0591
 KY0591  VERT ORDER  -  SECOND    CLASS 0
 KY0591
 KY0591.The horizontal coordinates were scaled from a topographic map and have
 KY0591.an estimated accuracy of +/- 6 seconds.
 KY0591
 KY0591.The orthometric height was determined by differential leveling
 KY0591.and adjusted by the National Geodetic Survey in June 1991..
 KY0591
 KY0591.The geoid height was determined by GEOID03.
 KY0591
 KY0591.The dynamic height is computed by dividing the NAVD 88
 KY0591.geopotential number by the normal gravity value computed on the
 KY0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0591.degrees latitude (g = 980.6199 gals.).
 KY0591
 KY0591.The modeled gravity was interpolated from observed gravity values.
 KY0591
 KY0591;                    North         East    Units  Estimated Accuracy
 KY0591;SPC PA S     -    77,390.      377,870.      MT  (+/- 180 meters Scaled)
 KY0591
 KY0591                          SUPERSEDED SURVEY CONTROL
 KY0591
 KY0591  NGVD 29 (??/??/92)  357.679  (m)         1173.49   (f) ADJ UNCH    2 0
 KY0591
 KY0591.Superseded values are not recommended for survey control.
 KY0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0591.See file dsdata.txt to determine how the superseded data were derived.
 KY0591
 KY0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE553280(NAD 83)
 KY0591_MARKER: DB = BENCH MARK DISK
 KY0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0591_STAMPING: D 207 1957
 KY0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0591+STABILITY: SURFACE MOTION
 KY0591
 KY0591  HISTORY     - Date     Condition        Report By
 KY0591  HISTORY     - 1957     MONUMENTED       CGS
 KY0591
 KY0591                          STATION DESCRIPTION
 KY0591
 KY0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0591'1 MI SW FROM OLD CONCORD.
 KY0591'ABOUT 1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 18 FROM CONCORD
 KY0591'PRESBYTERIAN CHURCH AT OLD CONCORD, ABOUT 0.3 MILE SOUTHWEST OF
 KY0591'THE TOP OF A GRADE, ABOUT 0.3 MILE NORTH OF THE GREENE-WASHINGTON
 KY0591'COUNTY LINE MARKER, 0.25 MILE NORTH OF JUNCTION OF A BLACK TOP
 KY0591'ROAD EAST TO EAST FINLEY, AT THE BOTTOM OF GRADES, 20 FEET
 KY0591'NORTHWEST OF CENTER LINE OF HIGHWAY, 85 FEET NORTHEAST OF NORTHWEST
 KY0591'END OF A 60-INCH CORRUGATED PIPE CULVERT UNDER HIGHWAY, 83 FEET
 KY0591'EAST-NORTHEAST OF NORTHEAST END OF SOUTHEAST CONCRETE HEAD WALL
 KY0591'OF A CULVERT UNDER A PASTURE ROAD, 2 FEET SOUTHWEST OF A CONCRETE
 KY0591'WITNESS POST, ABOUT 1/2 FOOT BELOW LEVEL OF HIGHWAY AND SET
 KY0591'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0303 ***********************************************************************
 KY0303  DESIGNATION -  D 208
 KY0303  PID         -  KY0303
 KY0303  STATE/COUNTY-  PA/ALLEGHENY
 KY0303  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0303
 KY0303                         *CURRENT SURVEY CONTROL
 KY0303  ___________________________________________________________________
 KY0303* NAD 83(1986)-  40 23 44.     (N)    080 05 12.     (W)     SCALED    
 KY0303* NAVD 88     -       246.059  (meters)     807.28   (feet)  ADJUSTED  
 KY0303  ___________________________________________________________________
 KY0303  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KY0303  DYNAMIC HT  -         245.931 (meters)     806.86  (feet)  COMP
 KY0303  MODELED GRAV-     980,098.5   (mgal)                       NAVD 88
 KY0303
 KY0303  VERT ORDER  -  SECOND    CLASS 0
 KY0303
 KY0303.The horizontal coordinates were scaled from a topographic map and have
 KY0303.an estimated accuracy of +/- 6 seconds.
 KY0303
 KY0303.The orthometric height was determined by differential leveling
 KY0303.and adjusted by the National Geodetic Survey in June 1991..
 KY0303
 KY0303.The geoid height was determined by GEOID03.
 KY0303
 KY0303.The dynamic height is computed by dividing the NAVD 88
 KY0303.geopotential number by the normal gravity value computed on the
 KY0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0303.degrees latitude (g = 980.6199 gals.).
 KY0303
 KY0303.The modeled gravity was interpolated from observed gravity values.
 KY0303
 KY0303;                    North         East    Units  Estimated Accuracy
 KY0303;SPC PA S     -   120,570.      401,650.      MT  (+/- 180 meters Scaled)
 KY0303
 KY0303                          SUPERSEDED SURVEY CONTROL
 KY0303
 KY0303  NGVD 29 (??/??/92)  246.208  (m)          807.77   (f) ADJ UNCH    2 0
 KY0303
 KY0303.Superseded values are not recommended for survey control.
 KY0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0303.See file dsdata.txt to determine how the superseded data were derived.
 KY0303
 KY0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE775720(NAD 83)
 KY0303_MARKER: DB = BENCH MARK DISK
 KY0303_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0303_SP_SET: PIER
 KY0303_STAMPING: D 208 1960
 KY0303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0303
 KY0303  HISTORY     - Date     Condition        Report By
 KY0303  HISTORY     - 1960     MONUMENTED       CGS
 KY0303
 KY0303                          STATION DESCRIPTION
 KY0303
 KY0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0303'AT CARNEGIE.
 KY0303'AT CARNEGIE, ABOUT 0.75 MILE SOUTHEAST AND SOUTH ALONG THE
 KY0303'PENNSYLVANIA RAILROAD FROM THE STATION (ALSO THE PITTSBURGH
 KY0303'CHARTIERS AND YOUGHIOGHENY RAILWAY), 0.1 MILE NORTH OF MILEPOST
 KY0303'1, AT THE Y JUNCTION OF HIGHWAY 28 AND CAROTHERS AVENUE, 22 FEET
 KY0303'WEST OF THE WEST RAIL, SET VERTICALLY IN THE EAST FACE OF NORTH
 KY0303'COLUMN OF WEST PIER OF CONCRETE OVERPASS NO. 1-00 FOR HIGHWAY
 KY0303'28 OVER THE TRACK, 5 FEET ABOVE THE LEVEL OF THE GROUND, ABOUT
 KY0303'2 FEET ABOVE THE LEVEL OF THE TRACK, AND ABOUT 18 FEET BELOW
 KY0303'THE LEVEL OF CAROTHERS AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0156 ***********************************************************************
 KX0156  DESIGNATION -  D 21
 KX0156  PID         -  KX0156
 KX0156  STATE/COUNTY-  PA/CLEARFIELD
 KX0156  USGS QUAD   -  WALLACETON (1993)
 KX0156
 KX0156                         *CURRENT SURVEY CONTROL
 KX0156  ___________________________________________________________________
 KX0156* NAD 83(1986)-  40 59 07.     (N)    078 18 40.     (W)     SCALED    
 KX0156* NAVD 88     -       508.610  (meters)    1668.66   (feet)  ADJUSTED  
 KX0156  ___________________________________________________________________
 KX0156  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KX0156  DYNAMIC HT  -         508.355 (meters)    1667.83  (feet)  COMP
 KX0156  MODELED GRAV-     980,106.7   (mgal)                       NAVD 88
 KX0156
 KX0156  VERT ORDER  -  FIRST     CLASS II
 KX0156
 KX0156.The horizontal coordinates were scaled from a topographic map and have
 KX0156.an estimated accuracy of +/- 6 seconds.
 KX0156
 KX0156.The orthometric height was determined by differential leveling
 KX0156.and adjusted by the National Geodetic Survey in June 1991..
 KX0156
 KX0156.The geoid height was determined by GEOID03.
 KX0156
 KX0156.The dynamic height is computed by dividing the NAVD 88
 KX0156.geopotential number by the normal gravity value computed on the
 KX0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0156.degrees latitude (g = 980.6199 gals.).
 KX0156
 KX0156.The modeled gravity was interpolated from observed gravity values.
 KX0156
 KX0156;                    North         East    Units  Estimated Accuracy
 KX0156;SPC PA N     -    91,060.      552,780.      MT  (+/- 180 meters Scaled)
 KX0156
 KX0156                          SUPERSEDED SURVEY CONTROL
 KX0156
 KX0156  NGVD 29 (??/??/92)  508.77   (m)         1669.2    (f) COMPUTED    1 2
 KX0156
 KX0156.Superseded values are not recommended for survey control.
 KX0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0156.See file dsdata.txt to determine how the superseded data were derived.
 KX0156
 KX0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF262406(NAD 83)
 KX0156_MARKER: DB = BENCH MARK DISK
 KX0156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0156_SP_SET: CULVERT
 KX0156_STAMPING: D 21 1934
 KX0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0156
 KX0156  HISTORY     - Date     Condition        Report By
 KX0156  HISTORY     - 1934     MONUMENTED       CGS
 KX0156
 KX0156                          STATION DESCRIPTION
 KX0156
 KX0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KX0156'8.4 MI S FROM CLEARFIELD.
 KX0156'8.4 MI. SOUTH OF CLEARFIELD PRR STATION AT BIGLER.  203 FT
 KX0156'SOUTH OF MILEPOST 32, 203 FT SOUTH OF BIGLER PRR STATION.  12
 KX0156'FT EAST OF THE CENTERLINE OF U.S. ROUTE 322, 389 FT SOUTH OF
 KX0156'INTERSECTION OF U.S. ROUTES 322 AND 153, ON TOP OF EAST HEADWALL
 KX0156'OF DRAIN CULVERT UNDER U.S. ROUTE 322, 60 FT WEST OF THE
 KX0156'CENTERLINE OF TRACK.  3 1/4 FT ABOVE THE TOP OF RAIL.  A
 KX0156'HORIZONTAL MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2700 ***********************************************************************
 KW2700  DESIGNATION -  D 213
 KW2700  PID         -  KW2700
 KW2700  STATE/COUNTY-  PA/SCHUYLKILL
 KW2700  USGS QUAD   -  POTTSVILLE (1994)
 KW2700
 KW2700                         *CURRENT SURVEY CONTROL
 KW2700  ___________________________________________________________________
 KW2700* NAD 83(1986)-  40 41 45.     (N)    076 09 22.     (W)     SCALED    
 KW2700* NAVD 88     -       196.315  (meters)     644.08   (feet)  ADJUSTED  
 KW2700  ___________________________________________________________________
 KW2700  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KW2700  DYNAMIC HT  -         196.219 (meters)     643.76  (feet)  COMP
 KW2700  MODELED GRAV-     980,134.4   (mgal)                       NAVD 88
 KW2700
 KW2700  VERT ORDER  -  SECOND    CLASS I
 KW2700
 KW2700.The horizontal coordinates were scaled from a topographic map and have
 KW2700.an estimated accuracy of +/- 6 seconds.
 KW2700
 KW2700.The orthometric height was determined by differential leveling
 KW2700.and adjusted by the National Geodetic Survey in June 1991..
 KW2700
 KW2700.The geoid height was determined by GEOID03.
 KW2700
 KW2700.The dynamic height is computed by dividing the NAVD 88
 KW2700.geopotential number by the normal gravity value computed on the
 KW2700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2700.degrees latitude (g = 980.6199 gals.).
 KW2700
 KW2700.The modeled gravity was interpolated from observed gravity values.
 KW2700
 KW2700;                    North         East    Units  Estimated Accuracy
 KW2700;SPC PA S     -   152,500.      734,710.      MT  (+/- 180 meters Scaled)
 KW2700
 KW2700                          SUPERSEDED SURVEY CONTROL
 KW2700
 KW2700  NGVD 29 (??/??/??)  196.521  (m)          644.75   (f) ADJUSTED    2 1
 KW2700
 KW2700.Superseded values are not recommended for survey control.
 KW2700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2700.See file dsdata.txt to determine how the superseded data were derived.
 KW2700
 KW2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL023056(NAD 83)
 KW2700_MARKER: DB = BENCH MARK DISK
 KW2700_SETTING: 66 = SET IN ROCK OUTCROP
 KW2700_SP_SET: ROCK CUT
 KW2700_STAMPING: D 213 1975
 KW2700_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW2700+STABILITY: POSITION/ELEVATION WELL
 KW2700
 KW2700  HISTORY     - Date     Condition        Report By
 KW2700  HISTORY     - 1975     MONUMENTED       NGS
 KW2700
 KW2700                          STATION DESCRIPTION
 KW2700
 KW2700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 KW2700'2.25 MI NE FROM POTTSVILLE.
 KW2700'2.25 MILES NORTHEAST ALONG THE READING COMPANY RAILWAY FROM STATE
 KW2700'HIGHWAY 61 OVERPASS AT POTTSVILLE, SET NEAR THE CENTER OF A LARGE ROCK
 KW2700'CUT, 12.7 FEET NORTH OF THE NORTH RAIL, 69.9 FEET WEST OF A LARGE
 KW2700'DRAINAGE PIPE UNDER THE RAILWAY AND ABOUT 2 FEET BELOW THE LEVEL OF
 KW2700'THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2823 ***********************************************************************
 KV2823  DESIGNATION -  D 216
 KV2823  PID         -  KV2823
 KV2823  STATE/COUNTY-  PA/LUZERNE
 KV2823  USGS QUAD   -  HAZLETON (1995)
 KV2823
 KV2823                         *CURRENT SURVEY CONTROL
 KV2823  ___________________________________________________________________
 KV2823* NAD 83(1986)-  40 59 18.     (N)    075 59 34.     (W)     SCALED    
 KV2823* NAVD 88     -       488.610  (meters)    1603.05   (feet)  ADJUSTED  
 KV2823  ___________________________________________________________________
 KV2823  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KV2823  DYNAMIC HT  -         488.379 (meters)    1602.29  (feet)  COMP
 KV2823  MODELED GRAV-     980,135.4   (mgal)                       NAVD 88
 KV2823
 KV2823  VERT ORDER  -  SECOND    CLASS 0
 KV2823
 KV2823.The horizontal coordinates were scaled from a topographic map and have
 KV2823.an estimated accuracy of +/- 6 seconds.
 KV2823
 KV2823.The orthometric height was determined by differential leveling
 KV2823.and adjusted by the National Geodetic Survey in June 1991..
 KV2823
 KV2823.The geoid height was determined by GEOID03.
 KV2823
 KV2823.The dynamic height is computed by dividing the NAVD 88
 KV2823.geopotential number by the normal gravity value computed on the
 KV2823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2823.degrees latitude (g = 980.6199 gals.).
 KV2823
 KV2823.The modeled gravity was interpolated from observed gravity values.
 KV2823
 KV2823;                    North         East    Units  Estimated Accuracy
 KV2823;SPC PA N     -    92,750.      747,860.      MT  (+/- 180 meters Scaled)
 KV2823
 KV2823                          SUPERSEDED SURVEY CONTROL
 KV2823
 KV2823  NGVD 29 (??/??/??)  488.810  (m)         1603.70   (f) ADJUSTED    2 0
 KV2823
 KV2823.Superseded values are not recommended for survey control.
 KV2823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2823.See file dsdata.txt to determine how the superseded data were derived.
 KV2823
 KV2823_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL164379(NAD 83)
 KV2823_MARKER: DB = BENCH MARK DISK
 KV2823_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2823_SP_SET: FLAG POLE BASE
 KV2823_STAMPING: D 216 1960
 KV2823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2823_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2823+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2003
 KV2823
 KV2823  HISTORY     - Date     Condition        Report By
 KV2823  HISTORY     - 1960     MONUMENTED       CGS
 KV2823  HISTORY     - 1971     GOOD             NGS
 KV2823  HISTORY     - 1977     GOOD             NGS
 KV2823  HISTORY     - 20031216 GOOD             HERBER
 KV2823
 KV2823                          STATION DESCRIPTION
 KV2823
 KV2823'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2823'AT HAZLETON AIRPORT.
 KV2823'SET IN THE BASE OF THE FLAG POLE AT THE CIRCLE DRIVE IN FRONT OF
 KV2823'THE ADMINISTRATION BUILDING FOR THE AIRPORT, IN THE NORTH EAST
 KV2823'CORNER OF THE BASE, (BASE HAS PLAQUE WHICH WAS PRESENTED BY
 KV2823'THE HAZLETON JUNIOR CHAMBER OF COMMERCE), ABOUT 1 FOOT ABOVE THE
 KV2823'GROUND.
 KV2823
 KV2823                          STATION RECOVERY (1971)
 KV2823
 KV2823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KV2823'RECOVERED IN GOOD CONDITION.
 KV2823
 KV2823                          STATION RECOVERY (1977)
 KV2823
 KV2823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KV2823'RECOVERED IN GOOD CONDITION.
 KV2823
 KV2823                          STATION RECOVERY (2003)
 KV2823
 KV2823'RECOVERY NOTE BY HERBERT, ROWLAND AND GRUBIC 2003 (EMO)
 KV2823'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0365 ***********************************************************************
 LZ0365  DESIGNATION -  D 217
 LZ0365  PID         -  LZ0365
 LZ0365  STATE/COUNTY-  PA/LYCOMING
 LZ0365  USGS QUAD   -  MONTOURSVILLE SOUTH (1994)
 LZ0365
 LZ0365                         *CURRENT SURVEY CONTROL
 LZ0365  ___________________________________________________________________
 LZ0365* NAD 83(1986)-  41 14 46.     (N)    076 59 19.     (W)     SCALED    
 LZ0365* NAVD 88     -       161.892  (meters)     531.14   (feet)  ADJUSTED  
 LZ0365  ___________________________________________________________________
 LZ0365  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 LZ0365  DYNAMIC HT  -         161.821 (meters)     530.91  (feet)  COMP
 LZ0365  MODELED GRAV-     980,183.7   (mgal)                       NAVD 88
 LZ0365
 LZ0365  VERT ORDER  -  SECOND    CLASS 0
 LZ0365
 LZ0365.The horizontal coordinates were scaled from a topographic map and have
 LZ0365.an estimated accuracy of +/- 6 seconds.
 LZ0365
 LZ0365.The orthometric height was determined by differential leveling
 LZ0365.and adjusted by the National Geodetic Survey in June 1991..
 LZ0365
 LZ0365.The geoid height was determined by GEOID03.
 LZ0365
 LZ0365.The dynamic height is computed by dividing the NAVD 88
 LZ0365.geopotential number by the normal gravity value computed on the
 LZ0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0365.degrees latitude (g = 980.6199 gals.).
 LZ0365
 LZ0365.The modeled gravity was interpolated from observed gravity values.
 LZ0365
 LZ0365;                    North         East    Units  Estimated Accuracy
 LZ0365;SPC PA N     -   120,160.      663,820.      MT  (+/- 180 meters Scaled)
 LZ0365
 LZ0365                          SUPERSEDED SURVEY CONTROL
 LZ0365
 LZ0365  NGVD 29 (??/??/92)  162.106  (m)          531.84   (f) ADJ UNCH    2 0
 LZ0365
 LZ0365.Superseded values are not recommended for survey control.
 LZ0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0365.See file dsdata.txt to determine how the superseded data were derived.
 LZ0365
 LZ0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL333679(NAD 83)
 LZ0365_MARKER: DD = SURVEY DISK
 LZ0365_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0365_SP_SET: BRIDGE
 LZ0365_STAMPING: 217 D 1962
 LZ0365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0365
 LZ0365  HISTORY     - Date     Condition        Report By
 LZ0365  HISTORY     - 1962     MONUMENTED       CGS
 LZ0365  HISTORY     - 1964     GOOD             NGS
 LZ0365
 LZ0365                          STATION DESCRIPTION
 LZ0365
 LZ0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LZ0365'1 MI E FROM WILLIAMSPORT.
 LZ0365'STATION IS LOCATED IN THE WEST END OF THE SOUTH WING WALL OF
 LZ0365'BRIDGE NO. 249-40 OF THE PHILADELPHIA AND READING RAILROAD OVER
 LZ0365'THIRD STREET IN THE EASTERN PART OF WILLIAMSPORT, 19.5 FEET
 LZ0365'SOUTHWEST OF THE SOUTHWEST RAIL AND 27.5 FEET SOUTH OF THE CENTER
 LZ0365'LINE OF THIRD STREET.  A STANDARD DISK CEMENTED IN DRILL HOLE AND
 LZ0365'STAMPED 217 D 1962.
 LZ0365
 LZ0365                          STATION RECOVERY (1964)
 LZ0365
 LZ0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LZ0365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1073 ***********************************************************************
 MA1073  DESIGNATION -  D 221
 MA1073  PID         -  MA1073
 MA1073  STATE/COUNTY-  PA/CLARION
 MA1073  USGS QUAD   -  STRATTANVILLE (1981)
 MA1073
 MA1073                         *CURRENT SURVEY CONTROL
 MA1073  ___________________________________________________________________
 MA1073* NAD 83(1986)-  41 10 47.     (N)    079 21 58.     (W)     SCALED    
 MA1073* NAVD 88     -       411.879  (meters)    1351.31   (feet)  ADJUSTED  
 MA1073  ___________________________________________________________________
 MA1073  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 MA1073  DYNAMIC HT  -         411.687 (meters)    1350.68  (feet)  COMP
 MA1073  MODELED GRAV-     980,144.4   (mgal)                       NAVD 88
 MA1073
 MA1073  VERT ORDER  -  SECOND    CLASS 0
 MA1073
 MA1073.The horizontal coordinates were scaled from a topographic map and have
 MA1073.an estimated accuracy of +/- 6 seconds.
 MA1073
 MA1073.The orthometric height was determined by differential leveling
 MA1073.and adjusted by the National Geodetic Survey in June 1991..
 MA1073
 MA1073.The geoid height was determined by GEOID03.
 MA1073
 MA1073.The dynamic height is computed by dividing the NAVD 88
 MA1073.geopotential number by the normal gravity value computed on the
 MA1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1073.degrees latitude (g = 980.6199 gals.).
 MA1073
 MA1073.The modeled gravity was interpolated from observed gravity values.
 MA1073
 MA1073;                    North         East    Units  Estimated Accuracy
 MA1073;SPC PA N     -   113,770.      464,410.      MT  (+/- 180 meters Scaled)
 MA1073
 MA1073                          SUPERSEDED SURVEY CONTROL
 MA1073
 MA1073  NGVD 29 (??/??/92)  412.034  (m)         1351.81   (f) ADJ UNCH    2 0
 MA1073
 MA1073.Superseded values are not recommended for survey control.
 MA1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1073.See file dsdata.txt to determine how the superseded data were derived.
 MA1073
 MA1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF370599(NAD 83)
 MA1073_MARKER: DB = BENCH MARK DISK
 MA1073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1073_SP_SET: CULVERT
 MA1073_STAMPING: D 221 1958
 MA1073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1073
 MA1073  HISTORY     - Date     Condition        Report By
 MA1073  HISTORY     - 1958     MONUMENTED       CGS
 MA1073  HISTORY     - 1968     MARK NOT FOUND   NGS
 MA1073
 MA1073                          STATION DESCRIPTION
 MA1073
 MA1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA1073'1.6 MI E FROM WILLIAMSBURG.
 MA1073'ABOUT 1.65 MILES EAST ON A GRAVELED ROAD FROM THE T-ROAD JUNCTION
 MA1073'AT WILLIAMSBURG, 1.4 MILES SOUTH ON GRAVELED ROAD FROM THE POST
 MA1073'OFFICE AT STRATTANVILLE, THENCE WESTERLY ON A PAVED ROAD 2.0
 MA1073'MILES.  IN THE ROCK MASONARY OF HEADWALL OF A CULVERT, 1.0 FOOT
 MA1073'NORTHEAST OF SOUTHWEST END, 14.0 FEET WEST OF CENTER LINE OF THE
 MA1073'ROAD AND 104 FEET SOUTHWEST OF THE T-ROAD JUNCTION.
 MA1073
 MA1073                          STATION RECOVERY (1968)
 MA1073
 MA1073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MA1073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0363 ***********************************************************************
 MA0363  DESIGNATION -  D 222
 MA0363  PID         -  MA0363
 MA0363  STATE/COUNTY-  PA/CLEARFIELD
 MA0363  USGS QUAD   -  FALLS CREEK (1994)
 MA0363
 MA0363                         *CURRENT SURVEY CONTROL
 MA0363  ___________________________________________________________________
 MA0363* NAD 83(1986)-  41 08 01.     (N)    078 46 46.     (W)     SCALED    
 MA0363* NAVD 88     -       424.826  (meters)    1393.78   (feet)  ADJUSTED  
 MA0363  ___________________________________________________________________
 MA0363  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 MA0363  DYNAMIC HT  -         424.625 (meters)    1393.12  (feet)  COMP
 MA0363  MODELED GRAV-     980,137.1   (mgal)                       NAVD 88
 MA0363
 MA0363  VERT ORDER  -  SECOND    CLASS 0
 MA0363
 MA0363.The horizontal coordinates were scaled from a topographic map and have
 MA0363.an estimated accuracy of +/- 6 seconds.
 MA0363
 MA0363.The orthometric height was determined by differential leveling
 MA0363.and adjusted by the National Geodetic Survey in June 1991..
 MA0363
 MA0363.The geoid height was determined by GEOID03.
 MA0363
 MA0363.The dynamic height is computed by dividing the NAVD 88
 MA0363.geopotential number by the normal gravity value computed on the
 MA0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0363.degrees latitude (g = 980.6199 gals.).
 MA0363
 MA0363.The modeled gravity was interpolated from observed gravity values.
 MA0363
 MA0363;                    North         East    Units  Estimated Accuracy
 MA0363;SPC PA N     -   107,900.      513,570.      MT  (+/- 180 meters Scaled)
 MA0363
 MA0363                          SUPERSEDED SURVEY CONTROL
 MA0363
 MA0363  NGVD 29 (??/??/92)  424.977  (m)         1394.28   (f) ADJ UNCH    2 0
 MA0363
 MA0363.Superseded values are not recommended for survey control.
 MA0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0363.See file dsdata.txt to determine how the superseded data were derived.
 MA0363
 MA0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF863559(NAD 83)
 MA0363_MARKER: DB = BENCH MARK DISK
 MA0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0363_STAMPING: D 222 1958
 MA0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0363+STABILITY: SURFACE MOTION
 MA0363
 MA0363  HISTORY     - Date     Condition        Report By
 MA0363  HISTORY     - 1958     MONUMENTED       CGS
 MA0363
 MA0363                          STATION DESCRIPTION
 MA0363
 MA0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA0363'AT DU BOIS.
 MA0363'IN THE PENNSYLVANIA RAILWAY YARD, ABOUT 0.25 MILE WEST OF SIGNAL
 MA0363'TOWER 203.3, 2.0 FEET WEST OF POWER LINE POLE, A SPUR LINE
 MA0363'ENDING AT THE TRACKS, 3.0 FEET WEST OF A WITNESS POST, 28.0 FEET
 MA0363'NORTH OF A TRACK ROAD, 136.0 FEET SOUTHWEST OF WESTERN ONE OF
 MA0363'LONG ROW OF CONCRETE PILLARS, REMAINS OF OLD LOADING DOCK AND
 MA0363'ABOUT 100 YARDS SOUTH OF THE MAIN TRACKS.  A STANDARD DISK IN TOP
 MA0363'OF 12-INCH CONCRETE POST, PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0378 ***********************************************************************
 MB0378  DESIGNATION -  D 223
 MB0378  PID         -  MB0378
 MB0378  STATE/COUNTY-  PA/MERCER
 MB0378  USGS QUAD   -  MERCER (1990)
 MB0378
 MB0378                         *CURRENT SURVEY CONTROL
 MB0378  ___________________________________________________________________
 MB0378* NAD 83(1986)-  41 11 34.     (N)    080 12 07.     (W)     SCALED    
 MB0378* NAVD 88     -       373.537  (meters)    1225.51   (feet)  ADJUSTED  
 MB0378  ___________________________________________________________________
 MB0378  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB0378  DYNAMIC HT  -         373.366 (meters)    1224.95  (feet)  COMP
 MB0378  MODELED GRAV-     980,154.6   (mgal)                       NAVD 88
 MB0378
 MB0378  VERT ORDER  -  SECOND    CLASS 0
 MB0378
 MB0378.The horizontal coordinates were scaled from a topographic map and have
 MB0378.an estimated accuracy of +/- 6 seconds.
 MB0378
 MB0378.The orthometric height was determined by differential leveling
 MB0378.and adjusted by the National Geodetic Survey in June 1991..
 MB0378
 MB0378.The geoid height was determined by GEOID03.
 MB0378
 MB0378.The dynamic height is computed by dividing the NAVD 88
 MB0378.geopotential number by the normal gravity value computed on the
 MB0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0378.degrees latitude (g = 980.6199 gals.).
 MB0378
 MB0378.The modeled gravity was interpolated from observed gravity values.
 MB0378
 MB0378;                    North         East    Units  Estimated Accuracy
 MB0378;SPC PA N     -   116,870.      394,340.      MT  (+/- 180 meters Scaled)
 MB0378
 MB0378                          SUPERSEDED SURVEY CONTROL
 MB0378
 MB0378  NGVD 29 (??/??/92)  373.680  (m)         1225.98   (f) ADJ UNCH    2 0
 MB0378
 MB0378.Superseded values are not recommended for survey control.
 MB0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0378.See file dsdata.txt to determine how the superseded data were derived.
 MB0378
 MB0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF669604(NAD 83)
 MB0378_MARKER: DB = BENCH MARK DISK
 MB0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0378_STAMPING: D 223 1958
 MB0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0378+STABILITY: SURFACE MOTION
 MB0378
 MB0378  HISTORY     - Date     Condition        Report By
 MB0378  HISTORY     - 1958     MONUMENTED       CGS
 MB0378
 MB0378                          STATION DESCRIPTION
 MB0378
 MB0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MB0378'4.8 MI SE FROM MERCER.
 MB0378'ABOUT 3.0 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MB0378'STATION AT MERCER, THENCE SOUTHERLY ALONG A PAVED ROAD 0.1
 MB0378'MILE, THENCE EASTERLY 0.15 MILE, THENCE NORTHERLY ALONG A
 MB0378'GRAVELED ROAD FOR 0.65 MILE, THENCE EAST ON A GRAVELED ROAD FOR
 MB0378'0.8 MILE TO THE JUNCTION OF STATE HIGHWAY 258, THENCE SOUTHEAST
 MB0378'0.05 MILE.  IT IS 2.0 FEET NORTH OF THE WITNESS POST, 20.0 FEET
 MB0378'EAST OF CENTER LINE OF THE GRAVELED ROAD, 24.0 FEET SOUTHWEST OF
 MB0378'CENTER OF HIGHWAY 258 AND 36.0 FEET SOUTH OF THE T-ROAD JUNCTION.
 MB0378'A DISK IN TOP OF A 12-INNCH CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1284 ***********************************************************************
 LY1284  DESIGNATION -  D 224
 LY1284  PID         -  LY1284
 LY1284  STATE/COUNTY-  PA/MONROE
 LY1284  USGS QUAD   -  MOUNT POCONO (1992)
 LY1284
 LY1284                         *CURRENT SURVEY CONTROL
 LY1284  ___________________________________________________________________
 LY1284* NAD 83(1986)-  41 01 46.     (N)    075 18 02.     (W)     SCALED    
 LY1284* NAVD 88     -       255.040  (meters)     836.74   (feet)  ADJUSTED  
 LY1284  ___________________________________________________________________
 LY1284  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 LY1284  DYNAMIC HT  -         254.919 (meters)     836.35  (feet)  COMP
 LY1284  MODELED GRAV-     980,144.9   (mgal)                       NAVD 88
 LY1284
 LY1284  VERT ORDER  -  SECOND    CLASS 0
 LY1284
 LY1284.The horizontal coordinates were scaled from a topographic map and have
 LY1284.an estimated accuracy of +/- 6 seconds.
 LY1284
 LY1284.The orthometric height was determined by differential leveling
 LY1284.and adjusted by the National Geodetic Survey in June 1991..
 LY1284
 LY1284.The geoid height was determined by GEOID03.
 LY1284
 LY1284.The dynamic height is computed by dividing the NAVD 88
 LY1284.geopotential number by the normal gravity value computed on the
 LY1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1284.degrees latitude (g = 980.6199 gals.).
 LY1284
 LY1284.The modeled gravity was interpolated from observed gravity values.
 LY1284
 LY1284;                    North         East    Units  Estimated Accuracy
 LY1284;SPC PA N     -    98,730.      805,960.      MT  (+/- 180 meters Scaled)
 LY1284
 LY1284                          SUPERSEDED SURVEY CONTROL
 LY1284
 LY1284  NGVD 29 (??/??/92)  255.219  (m)          837.33   (f) ADJ UNCH    2 0
 LY1284
 LY1284.Superseded values are not recommended for survey control.
 LY1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1284.See file dsdata.txt to determine how the superseded data were derived.
 LY1284
 LY1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL747420(NAD 83)
 LY1284_MARKER: DD = SURVEY DISK
 LY1284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1284_SP_SET: CULVERT
 LY1284_STAMPING: D 224 1958
 LY1284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1284
 LY1284  HISTORY     - Date     Condition        Report By
 LY1284  HISTORY     - 1958     MONUMENTED       PADH
 LY1284  HISTORY     - 1958     GOOD             NGS
 LY1284
 LY1284                          STATION DESCRIPTION
 LY1284
 LY1284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LY1284'1 MI SE FROM TANNERSVILLE.
 LY1284'1.05 MILE SOUTH EAST ALONG U.S. HY 611 FROM THE SCHOOL HOUSE AT
 LY1284'TANNERSVILLE, SET IN TOP AND 6 INCHES SOUTH EAST OF THE NORTH
 LY1284'WEST END OF THE SOUTH EAST WINGWALL OF A 10 FOOT CULVERT OVER
 LY1284'A CREEK, 27 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT
 LY1284'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1486 ***********************************************************************
 LY1486  DESIGNATION -  D 225
 LY1486  PID         -  LY1486
 LY1486  STATE/COUNTY-  PA/MONROE
 LY1486  USGS QUAD   -  BLAKESLEE (1992)
 LY1486
 LY1486                         *CURRENT SURVEY CONTROL
 LY1486  ___________________________________________________________________
 LY1486* NAD 83(1986)-  41 03 30.     (N)    075 33 17.     (W)     SCALED    
 LY1486* NAVD 88     -       544.354  (meters)    1785.93   (feet)  ADJUSTED  
 LY1486  ___________________________________________________________________
 LY1486  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 LY1486  DYNAMIC HT  -         544.078 (meters)    1785.03  (feet)  COMP
 LY1486  MODELED GRAV-     980,100.3   (mgal)                       NAVD 88
 LY1486
 LY1486  VERT ORDER  -  SECOND    CLASS 0
 LY1486
 LY1486.The horizontal coordinates were scaled from a topographic map and have
 LY1486.an estimated accuracy of +/- 6 seconds.
 LY1486
 LY1486.The orthometric height was determined by differential leveling
 LY1486.and adjusted by the National Geodetic Survey in June 1991..
 LY1486
 LY1486.The geoid height was determined by GEOID03.
 LY1486
 LY1486.The dynamic height is computed by dividing the NAVD 88
 LY1486.geopotential number by the normal gravity value computed on the
 LY1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1486.degrees latitude (g = 980.6199 gals.).
 LY1486
 LY1486.The modeled gravity was interpolated from observed gravity values.
 LY1486
 LY1486;                    North         East    Units  Estimated Accuracy
 LY1486;SPC PA N     -   101,360.      784,510.      MT  (+/- 180 meters Scaled)
 LY1486
 LY1486                          SUPERSEDED SURVEY CONTROL
 LY1486
 LY1486  NGVD 29 (??/??/92)  544.539  (m)         1786.54   (f) ADJ UNCH    2 0
 LY1486
 LY1486.Superseded values are not recommended for survey control.
 LY1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1486.See file dsdata.txt to determine how the superseded data were derived.
 LY1486
 LY1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL533453(NAD 83)
 LY1486_MARKER: DB = BENCH MARK DISK
 LY1486_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1486_SP_SET: CULVERT
 LY1486_STAMPING: D 225 1959
 LY1486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1486
 LY1486  HISTORY     - Date     Condition        Report By
 LY1486  HISTORY     - 1959     MONUMENTED       CGS
 LY1486  HISTORY     - 1974     GOOD             PADT
 LY1486  HISTORY     - 20030707 MARK NOT FOUND   PADT
 LY1486
 LY1486                          STATION DESCRIPTION
 LY1486
 LY1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1486'3.2 MI SE FROM BLAKESLEE CORNER.
 LY1486'3.15 MILE SOUTHEAST ALONG STATE HIGHWAY 115 FROM THE JUNCTION
 LY1486'OF STATE HIGHWAYS NO 115 AND 940 AT BLAKESLEE CORNER.  SET IN
 LY1486'TOP AND 4 FEET NORTH OF THE SOUTH END OF A L SHAPED HEADWALL FOR
 LY1486'A CULVERT 1 1/2 FEET SOUTH OF THE JUNCTION OF THE L, 20 FEET
 LY1486'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND ABOUT 1 FOOT
 LY1486'ABOVE THE LEVEL OF THE HIGHWAY.  ALSO ABOUT 0.1 MILE NORTHWEST
 LY1486'OF THE JUNCTION OF STATE HIGHWAY NO 115 AND U.S. HIGHWAY 903.
 LY1486
 LY1486                          STATION RECOVERY (1974)
 LY1486
 LY1486'RECOVERY NOTE BY PA DEPT OF TRANSP 1974
 LY1486'RECOVERED IN GOOD CONDITION.
 LY1486
 LY1486                          STATION RECOVERY (2003)
 LY1486
 LY1486'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 LY1486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1540 ***********************************************************************
 LZ1540  DESIGNATION -  D 226
 LZ1540  PID         -  LZ1540
 LZ1540  STATE/COUNTY-  PA/MONTOUR
 LZ1540  USGS QUAD   -  MILLVILLE (1983)
 LZ1540
 LZ1540                         *CURRENT SURVEY CONTROL
 LZ1540  ___________________________________________________________________
 LZ1540* NAD 83(1986)-  41 00 01.     (N)    076 36 07.     (W)     SCALED    
 LZ1540* NAVD 88     -       161.822  (meters)     530.91   (feet)  ADJUSTED  
 LZ1540  ___________________________________________________________________
 LZ1540  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 LZ1540  DYNAMIC HT  -         161.754 (meters)     530.69  (feet)  COMP
 LZ1540  MODELED GRAV-     980,201.2   (mgal)                       NAVD 88
 LZ1540
 LZ1540  VERT ORDER  -  SECOND    CLASS 0
 LZ1540
 LZ1540.The horizontal coordinates were scaled from a topographic map and have
 LZ1540.an estimated accuracy of +/- 6 seconds.
 LZ1540
 LZ1540.The orthometric height was determined by differential leveling
 LZ1540.and adjusted by the National Geodetic Survey in June 1991..
 LZ1540
 LZ1540.The geoid height was determined by GEOID03.
 LZ1540
 LZ1540.The dynamic height is computed by dividing the NAVD 88
 LZ1540.geopotential number by the normal gravity value computed on the
 LZ1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1540.degrees latitude (g = 980.6199 gals.).
 LZ1540
 LZ1540.The modeled gravity was interpolated from observed gravity values.
 LZ1540
 LZ1540;                    North         East    Units  Estimated Accuracy
 LZ1540;SPC PA N     -    93,220.      696,590.      MT  (+/- 180 meters Scaled)
 LZ1540
 LZ1540                          SUPERSEDED SURVEY CONTROL
 LZ1540
 LZ1540  NGVD 29 (??/??/92)  162.05   (m)          531.7    (f) COMPUTED    2 0
 LZ1540
 LZ1540.Superseded values are not recommended for survey control.
 LZ1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1540.See file dsdata.txt to determine how the superseded data were derived.
 LZ1540
 LZ1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL652400(NAD 83)
 LZ1540_MARKER: DB = BENCH MARK DISK
 LZ1540_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1540_SP_SET: ABUTMENT
 LZ1540_STAMPING: D 226 1959
 LZ1540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1540
 LZ1540  HISTORY     - Date     Condition        Report By
 LZ1540  HISTORY     - 1959     MONUMENTED       CGS
 LZ1540
 LZ1540                          STATION DESCRIPTION
 LZ1540
 LZ1540'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LZ1540'3.2 MI N FROM DANVILLE.
 LZ1540'ABOUT 1.10 MILE NORTHWEST ALONG STATE HIGHWAY NO 54 FROM THE 1ST
 LZ1540'NATIONAL BANK OF DANVILLE THENCE 1.40 MILE NORTHEAST ON STATE
 LZ1540'HIGHWAY NO 115 THENCE 0.65 MILE EAST ON A GRAVEL ROAD, SET IN TOP
 LZ1540'CENTER OF THE SOUTH WINGWALL OF THE SOUTHEAST ABUTMENT OF A 27
 LZ1540'FOOT BRIDGE OVER A CREEK, 10 FEET SOUTHWEST OF AND 1 FOOT ABOVE
 LZ1540'THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0192 ***********************************************************************
 LZ0192  DESIGNATION -  D 227
 LZ0192  PID         -  LZ0192
 LZ0192  STATE/COUNTY-  PA/COLUMBIA
 LZ0192  USGS QUAD   -  BLOOMSBURG (1983)
 LZ0192
 LZ0192                         *CURRENT SURVEY CONTROL
 LZ0192  ___________________________________________________________________
 LZ0192* NAD 83(1986)-  41 01 35.     (N)    076 24 37.     (W)     SCALED    
 LZ0192* NAVD 88     -       217.342  (meters)     713.06   (feet)  ADJUSTED  
 LZ0192  ___________________________________________________________________
 LZ0192  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 LZ0192  DYNAMIC HT  -         217.253 (meters)     712.77  (feet)  COMP
 LZ0192  MODELED GRAV-     980,208.4   (mgal)                       NAVD 88
 LZ0192
 LZ0192  VERT ORDER  -  SECOND    CLASS 0
 LZ0192
 LZ0192.The horizontal coordinates were scaled from a topographic map and have
 LZ0192.an estimated accuracy of +/- 6 seconds.
 LZ0192
 LZ0192.The orthometric height was determined by differential leveling
 LZ0192.and adjusted by the National Geodetic Survey in June 1991..
 LZ0192
 LZ0192.The geoid height was determined by GEOID03.
 LZ0192
 LZ0192.The dynamic height is computed by dividing the NAVD 88
 LZ0192.geopotential number by the normal gravity value computed on the
 LZ0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0192.degrees latitude (g = 980.6199 gals.).
 LZ0192
 LZ0192.The modeled gravity was interpolated from observed gravity values.
 LZ0192
 LZ0192;                    North         East    Units  Estimated Accuracy
 LZ0192;SPC PA N     -    96,350.      712,670.      MT  (+/- 180 meters Scaled)
 LZ0192
 LZ0192                          SUPERSEDED SURVEY CONTROL
 LZ0192
 LZ0192  NGVD 29 (??/??/92)  217.563  (m)          713.79   (f) ADJ UNCH    2 0
 LZ0192
 LZ0192.Superseded values are not recommended for survey control.
 LZ0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0192.See file dsdata.txt to determine how the superseded data were derived.
 LZ0192
 LZ0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL814426(NAD 83)
 LZ0192_MARKER: DB = BENCH MARK DISK
 LZ0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0192_STAMPING: D 227 1959
 LZ0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0192+STABILITY: SURFACE MOTION
 LZ0192
 LZ0192  HISTORY     - Date     Condition        Report By
 LZ0192  HISTORY     - 1959     MONUMENTED       CGS
 LZ0192  HISTORY     - 20050421 MARK NOT FOUND   PADT
 LZ0192
 LZ0192                          STATION DESCRIPTION
 LZ0192
 LZ0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LZ0192'1.8 MI E FROM BLOOMSBURG.
 LZ0192'ABOUT 1.85 MILES SOUTH EAST ALONG BLACK TOP ROAD FROM BLOOMSBURG
 LZ0192'SAND AND GRAVEL CO. IN NORTH EAST BLOOMSBURG, 0.60 MILE WEST OF
 LZ0192'RADIO TOWER, 19 FEET WEST OF THE CENTERLINE OF BLACK TOP ROAD, 1
 LZ0192'FOOT NORTH OF A POWER POLE, 10 FEET NORTH OF A 2 INCH SLICK
 LZ0192'BARK TREE, ACROSS THE ROAD FROM A NURSERY, 4 FEET ABOVE THE
 LZ0192'LEVEL OF THE BLACK TOP ROAD, PROJECTING ABOUT 2 INCHES.
 LZ0192
 LZ0192                          STATION RECOVERY (2005)
 LZ0192
 LZ0192'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (JAG)
 LZ0192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1376 ***********************************************************************
 LY1376  DESIGNATION -  D 229
 LY1376  PID         -  LY1376
 LY1376  STATE/COUNTY-  PA/LACKAWANNA
 LY1376  USGS QUAD   -  SCRANTON (1994)
 LY1376
 LY1376                         *CURRENT SURVEY CONTROL
 LY1376  ___________________________________________________________________
 LY1376* NAD 83(1986)-  41 24 03.     (N)    075 40 19.     (W)     SCALED    
 LY1376* NAVD 88     -       235.707  (meters)     773.32   (feet)  ADJUSTED  
 LY1376  ___________________________________________________________________
 LY1376  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 LY1376  DYNAMIC HT  -         235.616 (meters)     773.02  (feet)  COMP
 LY1376  MODELED GRAV-     980,228.0   (mgal)                       NAVD 88
 LY1376
 LY1376  VERT ORDER  -  SECOND    CLASS 0
 LY1376
 LY1376.The horizontal coordinates were scaled from a topographic map and have
 LY1376.an estimated accuracy of +/- 6 seconds.
 LY1376
 LY1376.The orthometric height was determined by differential leveling
 LY1376.and adjusted by the National Geodetic Survey in June 1991..
 LY1376
 LY1376.The geoid height was determined by GEOID03.
 LY1376
 LY1376.The dynamic height is computed by dividing the NAVD 88
 LY1376.geopotential number by the normal gravity value computed on the
 LY1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1376.degrees latitude (g = 980.6199 gals.).
 LY1376
 LY1376.The modeled gravity was interpolated from observed gravity values.
 LY1376
 LY1376;                    North         East    Units  Estimated Accuracy
 LY1376;SPC PA N     -   139,140.      773,750.      MT  (+/- 180 meters Scaled)
 LY1376
 LY1376                          SUPERSEDED SURVEY CONTROL
 LY1376
 LY1376  NGVD 29 (??/??/92)  235.916  (m)          774.00   (f) ADJ UNCH    2 0
 LY1376
 LY1376.Superseded values are not recommended for survey control.
 LY1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1376.See file dsdata.txt to determine how the superseded data were derived.
 LY1376
 LY1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL438834(NAD 83)
 LY1376_MARKER: DB = BENCH MARK DISK
 LY1376_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1376_SP_SET: BRIDGE
 LY1376_STAMPING: D 229 1959
 LY1376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1376
 LY1376  HISTORY     - Date     Condition        Report By
 LY1376  HISTORY     - 1959     MONUMENTED       CGS
 LY1376  HISTORY     - 19941230 MARK NOT FOUND   USGS
 LY1376
 LY1376                          STATION DESCRIPTION
 LY1376
 LY1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1376'AT SCRANTON.
 LY1376'SET IN THE TOP CENTER OF THE NORTHEAST END OF THE SOUTHEAST
 LY1376'ABUTMENT OF A 300 FOOT STEEL BRIDGE OVER A CREEK AND RAILROAD
 LY1376'TRACKS, JUST SOUTHEAST OF THE LACKAWANNA RAILROAD DEPOT, 36
 LY1376'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD OR STREET OVER THE
 LY1376'BRIDGE, 34 FEET NORTHWEST OF THE CENTERLINE OF U.S. 11 AND
 LY1376'ABOUT LEVEL WITH THE ROADS.
 LY1376
 LY1376                          STATION RECOVERY (1994)
 LY1376
 LY1376'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (DH)
 LY1376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1465 ***********************************************************************
 LY1465  DESIGNATION -  D 231
 LY1465  PID         -  LY1465
 LY1465  STATE/COUNTY-  PA/LUZERNE
 LY1465  USGS QUAD   -  WILKES-BARRE WEST (1990)
 LY1465
 LY1465                         *CURRENT SURVEY CONTROL
 LY1465  ___________________________________________________________________
 LY1465* NAD 83(1986)-  41 09 26.     (N)    075 56 45.     (W)     SCALED    
 LY1465* NAVD 88     -       349.246  (meters)    1145.82   (feet)  ADJUSTED  
 LY1465  ___________________________________________________________________
 LY1465  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 LY1465  DYNAMIC HT  -         349.096 (meters)    1145.33  (feet)  COMP
 LY1465  MODELED GRAV-     980,183.9   (mgal)                       NAVD 88
 LY1465
 LY1465  VERT ORDER  -  SECOND    CLASS 0
 LY1465
 LY1465.The horizontal coordinates were scaled from a topographic map and have
 LY1465.an estimated accuracy of +/- 6 seconds.
 LY1465
 LY1465.The orthometric height was determined by differential leveling
 LY1465.and adjusted by the National Geodetic Survey in June 1991..
 LY1465
 LY1465.The geoid height was determined by GEOID03.
 LY1465
 LY1465.The dynamic height is computed by dividing the NAVD 88
 LY1465.geopotential number by the normal gravity value computed on the
 LY1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1465.degrees latitude (g = 980.6199 gals.).
 LY1465
 LY1465.The modeled gravity was interpolated from observed gravity values.
 LY1465
 LY1465;                    North         East    Units  Estimated Accuracy
 LY1465;SPC PA N     -   111,580.      751,420.      MT  (+/- 180 meters Scaled)
 LY1465
 LY1465                          SUPERSEDED SURVEY CONTROL
 LY1465
 LY1465  NGVD 29 (??/??/92)  349.428  (m)         1146.41   (f) ADJ UNCH    2 0
 LY1465
 LY1465.Superseded values are not recommended for survey control.
 LY1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1465.See file dsdata.txt to determine how the superseded data were derived.
 LY1465
 LY1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL206566(NAD 83)
 LY1465_MARKER: DB = BENCH MARK DISK
 LY1465_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1465_SP_SET: BRIDGE
 LY1465_STAMPING: D 231 1959
 LY1465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1465
 LY1465  HISTORY     - Date     Condition        Report By
 LY1465  HISTORY     - 1959     MONUMENTED       CGS
 LY1465
 LY1465                          STATION DESCRIPTION
 LY1465
 LY1465'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1465'3.9 MI NW FROM MOUNTAIN TOP.
 LY1465'0.20 MILE NORTH ALONG RAILROAD FROM WHERE THE RAILROAD CROSSES
 LY1465'OVER U.S. 309 AT MOUNTAIN TOP THENCE 2.05 MILE WEST ALONG THE
 LY1465'MAIN TRAIL 1.65 MILE WEST ALONG BLACKTOP AND GRAVEL ROAD (0.35
 LY1465'MILE WEST FROM THE BEGINNING OF THE BLACKTOP ROAD), SET IN TOP
 LY1465'AND 1 1/2 FEET EAST OF THE WEST END OF THE NORTH BANISTER FOR AN
 LY1465'8 FOOT ARCH ROCK BRIDGE UNDER THE BLACKTOP ROAD, 15 FEET NORTH
 LY1465'OF THE CENTERLINE OF THE BLACKTOP ROAD, 3 FEET ABOVE THE LEVEL
 LY1465'OF THE BLACKTOP ROAD, ALSO 0.20 MILE SOUTH EAST ALONG THE
 LY1465'BLACKTOP ROAD FROM THE PINE VIEW INN OR RICE FIRE DEPT. BLDG.
 LY1465'THENCE 0.35 MILE NORTH EAST ALONG THE BLACKTOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2826 ***********************************************************************
 KV2826  DESIGNATION -  D 232 PADH
 KV2826  PID         -  KV2826
 KV2826  STATE/COUNTY-  PA/LUZERNE
 KV2826  USGS QUAD   -  HAZLETON (1995)
 KV2826
 KV2826                         *CURRENT SURVEY CONTROL
 KV2826  ___________________________________________________________________
 KV2826* NAD 83(1986)-  40 57 06.     (N)    075 59 54.     (W)     SCALED    
 KV2826* NAVD 88     -       477.872  (meters)    1567.82   (feet)  ADJUSTED  
 KV2826  ___________________________________________________________________
 KV2826  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KV2826  DYNAMIC HT  -         477.635 (meters)    1567.04  (feet)  COMP
 KV2826  MODELED GRAV-     980,111.6   (mgal)                       NAVD 88
 KV2826
 KV2826  VERT ORDER  -  SECOND    CLASS 0
 KV2826
 KV2826.The horizontal coordinates were scaled from a topographic map and have
 KV2826.an estimated accuracy of +/- 6 seconds.
 KV2826
 KV2826.The orthometric height was determined by differential leveling
 KV2826.and adjusted by the National Geodetic Survey in June 1991..
 KV2826
 KV2826.The geoid height was determined by GEOID03.
 KV2826
 KV2826.The dynamic height is computed by dividing the NAVD 88
 KV2826.geopotential number by the normal gravity value computed on the
 KV2826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2826.degrees latitude (g = 980.6199 gals.).
 KV2826
 KV2826.The modeled gravity was interpolated from observed gravity values.
 KV2826
 KV2826;                    North         East    Units  Estimated Accuracy
 KV2826;SPC PA N     -    88,670.      747,470.      MT  (+/- 180 meters Scaled)
 KV2826
 KV2826                          SUPERSEDED SURVEY CONTROL
 KV2826
 KV2826  NGVD 29 (??/??/??)  478.059  (m)         1568.43   (f) ADJUSTED    2 0
 KV2826
 KV2826.Superseded values are not recommended for survey control.
 KV2826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2826.See file dsdata.txt to determine how the superseded data were derived.
 KV2826
 KV2826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL159338(NAD 83)
 KV2826_MARKER: DD = SURVEY DISK
 KV2826_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2826_SP_SET: ABUTMENT
 KV2826_STAMPING: D 232 1959
 KV2826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2826
 KV2826  HISTORY     - Date     Condition        Report By
 KV2826  HISTORY     - 1959     MONUMENTED       PADH
 KV2826  HISTORY     - 1959     GOOD             CGS
 KV2826  HISTORY     - 1973     GOOD             LOCSUR
 KV2826
 KV2826                          STATION DESCRIPTION
 KV2826
 KV2826'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KV2826'0.6 MI SW FROM WEST HAZLETON.
 KV2826'ABOUT 0.55 MILE SOUTH THENCE SOUTH WEST ALONG STATE HY. 924 FROM
 KV2826'THE MINERS BANK IN WEST HAZLETON, ABOUT 100 YARDS SOUTH WEST OF A
 KV2826'RAILROAD UNDERPASS, SET IN TOP CENTER OF THE SOUTH WINGWALL
 KV2826'FOR THE SOUTH WEST ABUTMENT OF A 20 FOOT BRIDGE OVER A CREEK,
 KV2826'27 FEET SOUTH EAST OF THE CENTERLINE OF STATE HY. 924, ABOUT
 KV2826'LEVEL WITH THE ROAD.
 KV2826
 KV2826                          STATION RECOVERY (1973)
 KV2826
 KV2826'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 KV2826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0333 ***********************************************************************
 KW0333  DESIGNATION -  D 233
 KW0333  PID         -  KW0333
 KW0333  STATE/COUNTY-  PA/SCHUYLKILL
 KW0333  USGS QUAD   -  DELANO (1976)
 KW0333
 KW0333                         *CURRENT SURVEY CONTROL
 KW0333  ___________________________________________________________________
 KW0333* NAD 83(1986)-  40 50 25.     (N)    076 03 00.     (W)     SCALED    
 KW0333* NAVD 88     -       509.348  (meters)    1671.09   (feet)  ADJUSTED  
 KW0333  ___________________________________________________________________
 KW0333  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KW0333  DYNAMIC HT  -         509.091 (meters)    1670.24  (feet)  COMP
 KW0333  MODELED GRAV-     980,102.7   (mgal)                       NAVD 88
 KW0333
 KW0333  VERT ORDER  -  SECOND    CLASS 0
 KW0333
 KW0333.The horizontal coordinates were scaled from a topographic map and have
 KW0333.an estimated accuracy of +/- 6 seconds.
 KW0333
 KW0333.The orthometric height was determined by differential leveling
 KW0333.and adjusted by the National Geodetic Survey in June 1991..
 KW0333
 KW0333.The geoid height was determined by GEOID03.
 KW0333
 KW0333.The dynamic height is computed by dividing the NAVD 88
 KW0333.geopotential number by the normal gravity value computed on the
 KW0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0333.degrees latitude (g = 980.6199 gals.).
 KW0333
 KW0333.The modeled gravity was interpolated from observed gravity values.
 KW0333
 KW0333;                    North         East    Units  Estimated Accuracy
 KW0333;SPC PA S     -   168,710.      743,360.      MT  (+/- 180 meters Scaled)
 KW0333
 KW0333                          SUPERSEDED SURVEY CONTROL
 KW0333
 KW0333  NGVD 29 (??/??/??)  509.540  (m)         1671.72   (f) ADJUSTED    2 0
 KW0333
 KW0333.Superseded values are not recommended for survey control.
 KW0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0333.See file dsdata.txt to determine how the superseded data were derived.
 KW0333
 KW0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL114215(NAD 83)
 KW0333_MARKER: DB = BENCH MARK DISK
 KW0333_SETTING: 66 = SET IN ROCK OUTCROP
 KW0333_SP_SET: ROCK OUTCROP
 KW0333_STAMPING: D 233 1959
 KW0333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW0333+STABILITY: POSITION/ELEVATION WELL
 KW0333
 KW0333  HISTORY     - Date     Condition        Report By
 KW0333  HISTORY     - 1959     MONUMENTED       CGS
 KW0333
 KW0333                          STATION DESCRIPTION
 KW0333
 KW0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW0333'1.2 MI NE FROM DELANO.
 KW0333'ABOUT 0.10 MILE NORTH EAST ALONG BLACKTOP ROAD FROM THE DELANO
 KW0333'UNION CHURCH TO A RAILROAD CROSSING THENCE EAST ON THE NORTH
 KW0333'MOST TRACK FOR 1.15 MILE, SET IN TOP OF A ROCK OUT-CROP ALONG
 KW0333'RAILROAD TRACK, ABOUT 100 YARDS WEST OF THE BEGINNING OF DOUBLE
 KW0333'TRACKS, 9 FEET SOUTH EAST OF SOUTH EAST MOST RAIL, 2 FEET
 KW0333'ABOVE THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1192 ***********************************************************************
 LY1192  DESIGNATION -  D 234
 LY1192  PID         -  LY1192
 LY1192  STATE/COUNTY-  PA/PIKE
 LY1192  USGS QUAD   -  NEWFOUNDLAND (1992)
 LY1192
 LY1192                         *CURRENT SURVEY CONTROL
 LY1192  ___________________________________________________________________
 LY1192* NAD 83(1986)-  41 20 23.     (N)    075 19 12.     (W)     SCALED    
 LY1192* NAVD 88     -       401.046  (meters)    1315.77   (feet)  ADJUSTED  
 LY1192  ___________________________________________________________________
 LY1192  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 LY1192  DYNAMIC HT  -         400.864 (meters)    1315.17  (feet)  COMP
 LY1192  MODELED GRAV-     980,157.3   (mgal)                       NAVD 88
 LY1192
 LY1192  VERT ORDER  -  SECOND    CLASS 0
 LY1192
 LY1192.The horizontal coordinates were scaled from a topographic map and have
 LY1192.an estimated accuracy of +/- 6 seconds.
 LY1192
 LY1192.The orthometric height was determined by differential leveling
 LY1192.and adjusted by the National Geodetic Survey in June 1991..
 LY1192
 LY1192.The geoid height was determined by GEOID03.
 LY1192
 LY1192.The dynamic height is computed by dividing the NAVD 88
 LY1192.geopotential number by the normal gravity value computed on the
 LY1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1192.degrees latitude (g = 980.6199 gals.).
 LY1192
 LY1192.The modeled gravity was interpolated from observed gravity values.
 LY1192
 LY1192;                    North         East    Units  Estimated Accuracy
 LY1192;SPC PA N     -   133,130.      803,360.      MT  (+/- 180 meters Scaled)
 LY1192
 LY1192                          SUPERSEDED SURVEY CONTROL
 LY1192
 LY1192  NGVD 29 (??/??/92)  401.250  (m)         1316.43   (f) ADJ UNCH    2 0
 LY1192
 LY1192.Superseded values are not recommended for survey control.
 LY1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1192.See file dsdata.txt to determine how the superseded data were derived.
 LY1192
 LY1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL732765(NAD 83)
 LY1192_MARKER: DB = BENCH MARK DISK
 LY1192_SETTING: 80 = SET IN A BOULDER
 LY1192_SP_SET: BOULDER
 LY1192_STAMPING: D 234 1959
 LY1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1192+STABILITY: SURFACE MOTION
 LY1192
 LY1192  HISTORY     - Date     Condition        Report By
 LY1192  HISTORY     - 1959     MONUMENTED       CGS
 LY1192
 LY1192                          STATION DESCRIPTION
 LY1192
 LY1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1192'1.6 MI NW FROM GREENTOWN.
 LY1192'1.10 MILE NORTH ALONG STATE 507 FROM A THREE STORY CONCRETE
 LY1192'BLOCK BUILDING IN GREENTOWN THENCE 0.40 MILE WEST ON DIRT
 LY1192'ROAD THENCE NORTH 0.10 MILE ON GRAVEL ROAD, SET IN TOP CENTER OF
 LY1192'A 6 FOOT BY 4 FOOT BOULDER PROJECTING 2 INCHES, 350 FEET NORTH
 LY1192'EAST OF T INTERSECTION, 68 FEET NORTH EAST OF A 22 INCH RED
 LY1192'MAPLE TREE, 40 FEET SOUTH WEST OF CORNER OF A WOODED AREA, 35
 LY1192'FEET NORTH WEST OF A STONE FENCE LINE, 9 FEET NORTH WEST OF THE
 LY1192'CENTERLINE OF THE ROAD, ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1445 ***********************************************************************
 LY1445  DESIGNATION -  D 235
 LY1445  PID         -  LY1445
 LY1445  STATE/COUNTY-  PA/LUZERNE
 LY1445  USGS QUAD   -  WILKES-BARRE EAST (1964)
 LY1445
 LY1445                         *CURRENT SURVEY CONTROL
 LY1445  ___________________________________________________________________
 LY1445* NAD 83(1986)-  41 10 17.     (N)    075 52 23.     (W)     SCALED    
 LY1445* NAVD 88     -       512.833  (meters)    1682.52   (feet)  ADJUSTED  
 LY1445  ___________________________________________________________________
 LY1445  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 LY1445  DYNAMIC HT  -         512.604 (meters)    1681.77  (feet)  COMP
 LY1445  MODELED GRAV-     980,160.3   (mgal)                       NAVD 88
 LY1445
 LY1445  VERT ORDER  -  SECOND    CLASS 0
 LY1445
 LY1445.The horizontal coordinates were scaled from a topographic map and have
 LY1445.an estimated accuracy of +/- 6 seconds.
 LY1445
 LY1445.The orthometric height was determined by differential leveling
 LY1445.and adjusted by the National Geodetic Survey in June 1991..
 LY1445
 LY1445.The geoid height was determined by GEOID03.
 LY1445
 LY1445.The dynamic height is computed by dividing the NAVD 88
 LY1445.geopotential number by the normal gravity value computed on the
 LY1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1445.degrees latitude (g = 980.6199 gals.).
 LY1445
 LY1445.The modeled gravity was interpolated from observed gravity values.
 LY1445
 LY1445;                    North         East    Units  Estimated Accuracy
 LY1445;SPC PA N     -   113,290.      757,490.      MT  (+/- 180 meters Scaled)
 LY1445
 LY1445                          SUPERSEDED SURVEY CONTROL
 LY1445
 LY1445  NGVD 29 (??/??/92)  513.002  (m)         1683.07   (f) ADJ UNCH    2 0
 LY1445
 LY1445.Superseded values are not recommended for survey control.
 LY1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1445.See file dsdata.txt to determine how the superseded data were derived.
 LY1445
 LY1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL267581(NAD 83)
 LY1445_MARKER: DB = BENCH MARK DISK
 LY1445_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1445_SP_SET: SIGNAL BASE
 LY1445_STAMPING: D 235 1959
 LY1445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1445
 LY1445  HISTORY     - Date     Condition        Report By
 LY1445  HISTORY     - 1959     MONUMENTED       CGS
 LY1445  HISTORY     - 1960     GOOD             NGS
 LY1445  HISTORY     - 20020805 GOOD             PADT
 LY1445
 LY1445                          STATION DESCRIPTION
 LY1445
 LY1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1445'1.4 MI S FROM MOUNTAIN TOP.
 LY1445'1.35 MILE SOUTH ALONG THE LEHIGH VALLEY RAILROAD FROM THE
 LY1445'RAILROAD STATION AT MOUNTAIN TOP, SET IN THE TOP CENTER OF THE
 LY1445'WEST SIDE OF THE EAST MOST OF TWO ABANDONED SIGNAL BASES, 21
 LY1445'FEET SOUTH OF THE SOUTH RAIL, 1 FOOT BELOW THE RAIL, 100 YARDS
 LY1445'WEST OF MILE POST 159.
 LY1445
 LY1445                          STATION RECOVERY (1960)
 LY1445
 LY1445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 LY1445'RECOVERED IN GOOD CONDITION.
 LY1445
 LY1445                          STATION RECOVERY (2002)
 LY1445
 LY1445'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (EAA)
 LY1445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1326 ***********************************************************************
 LZ1326  DESIGNATION -  D 235 X
 LZ1326  PID         -  LZ1326
 LZ1326  STATE/COUNTY-  PA/CENTRE
 LZ1326  USGS QUAD   -  SNOW SHOE (1996)
 LZ1326
 LZ1326                         *CURRENT SURVEY CONTROL
 LZ1326  ___________________________________________________________________
 LZ1326* NAD 83(1986)-  41 00 52.     (N)    077 58 46.     (W)     SCALED    
 LZ1326* NAVD 88     -       453.565  (meters)    1488.07   (feet)  ADJUSTED  
 LZ1326  ___________________________________________________________________
 LZ1326  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 LZ1326  DYNAMIC HT  -         453.336 (meters)    1487.32  (feet)  COMP
 LZ1326  MODELED GRAV-     980,105.0   (mgal)                       NAVD 88
 LZ1326
 LZ1326  VERT ORDER  -  SECOND    CLASS 0
 LZ1326
 LZ1326.The horizontal coordinates were scaled from a topographic map and have
 LZ1326.an estimated accuracy of +/- 6 seconds.
 LZ1326
 LZ1326.The orthometric height was determined by differential leveling
 LZ1326.and adjusted by the National Geodetic Survey in June 1991..
 LZ1326
 LZ1326.The geoid height was determined by GEOID03.
 LZ1326
 LZ1326.The dynamic height is computed by dividing the NAVD 88
 LZ1326.geopotential number by the normal gravity value computed on the
 LZ1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1326.degrees latitude (g = 980.6199 gals.).
 LZ1326
 LZ1326.The modeled gravity was interpolated from observed gravity values.
 LZ1326
 LZ1326;                    North         East    Units  Estimated Accuracy
 LZ1326;SPC PA N     -    94,170.      580,700.      MT  (+/- 180 meters Scaled)
 LZ1326
 LZ1326                          SUPERSEDED SURVEY CONTROL
 LZ1326
 LZ1326  NGVD 29 (??/??/92)  453.719  (m)         1488.58   (f) ADJ UNCH    2 0
 LZ1326
 LZ1326.Superseded values are not recommended for survey control.
 LZ1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1326.See file dsdata.txt to determine how the superseded data were derived.
 LZ1326
 LZ1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL494446(NAD 83)
 LZ1326_MARKER: DB = BENCH MARK DISK
 LZ1326_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LZ1326_SP_SET: UNSPECIFIED ROCK
 LZ1326_STAMPING: D 235 X 1959
 LZ1326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1326
 LZ1326  HISTORY     - Date     Condition        Report By
 LZ1326  HISTORY     - 1959     MONUMENTED       CGS
 LZ1326
 LZ1326                          STATION DESCRIPTION
 LZ1326
 LZ1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LZ1326'4.2 MI W FROM SNOW SHOE.
 LZ1326'2.3 MILES NORTH ALONG STATE HY. 53 FROM THE METHODIST CHURCH
 LZ1326'IN SNOW SHOE THENCE 1.95 MILE SOUTH WEST ALONG NYC RAILROAD, SET
 LZ1326'IN TOP OF A 5 FOOT BY 10 FOOT ROCK PROJECTING ABOUT 3 FEET, 52
 LZ1326'FEET SOUTH EAST OF A MILE POST (JS-51), 20 FEET EAST-NORTH EAST
 LZ1326'OF THE CENTERLINE OF NYC TRACKS, 4 FEET SOUTH WEST OF A
 LZ1326'NORTH-SOUTH FENCE LINE, ABOUT 6 FEET ABOVE THE LEVEL OF THE
 LZ1326'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1139 ***********************************************************************
 LY1139  DESIGNATION -  D 237
 LY1139  PID         -  LY1139
 LY1139  STATE/COUNTY-  PA/PIKE
 LY1139  USGS QUAD   -  PECKS POND (1992)
 LY1139
 LY1139                         *CURRENT SURVEY CONTROL
 LY1139  ___________________________________________________________________
 LY1139* NAD 83(1986)-  41 21 00.     (N)    075 00 51.     (W)     SCALED    
 LY1139* NAVD 88     -       374.908  (meters)    1230.01   (feet)  ADJUSTED  
 LY1139  ___________________________________________________________________
 LY1139  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 LY1139  DYNAMIC HT  -         374.736 (meters)    1229.45  (feet)  COMP
 LY1139  MODELED GRAV-     980,152.7   (mgal)                       NAVD 88
 LY1139
 LY1139  VERT ORDER  -  SECOND    CLASS 0
 LY1139
 LY1139.The horizontal coordinates were scaled from a topographic map and have
 LY1139.an estimated accuracy of +/- 6 seconds.
 LY1139
 LY1139.The orthometric height was determined by differential leveling
 LY1139.and adjusted by the National Geodetic Survey in June 1991..
 LY1139
 LY1139.The geoid height was determined by GEOID03.
 LY1139
 LY1139.The dynamic height is computed by dividing the NAVD 88
 LY1139.geopotential number by the normal gravity value computed on the
 LY1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1139.degrees latitude (g = 980.6199 gals.).
 LY1139
 LY1139.The modeled gravity was interpolated from observed gravity values.
 LY1139
 LY1139;                    North         East    Units  Estimated Accuracy
 LY1139;SPC PA N     -   135,030.      828,910.      MT  (+/- 180 meters Scaled)
 LY1139
 LY1139                          SUPERSEDED SURVEY CONTROL
 LY1139
 LY1139  NGVD 29 (??/??/92)  375.082  (m)         1230.58   (f) ADJ UNCH    2 0
 LY1139
 LY1139.Superseded values are not recommended for survey control.
 LY1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1139.See file dsdata.txt to determine how the superseded data were derived.
 LY1139
 LY1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL988776(NAD 83)
 LY1139_MARKER: DB = BENCH MARK DISK
 LY1139_SETTING: 80 = SET IN A BOULDER
 LY1139_SP_SET: BOULDER
 LY1139_STAMPING: D 237 1959
 LY1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1139+STABILITY: SURFACE MOTION
 LY1139
 LY1139  HISTORY     - Date     Condition        Report By
 LY1139  HISTORY     - 1959     MONUMENTED       CGS
 LY1139
 LY1139                          STATION DESCRIPTION
 LY1139
 LY1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1139'16.3 MI SE FROM HAWLEY.
 LY1139'8.5 MILE SOUTHEAST OF HAWLEY TO THE GOOD SHEPHERD CHURCH, THENCE
 LY1139'3.45 MILE EAST ALONG A BLACKTOP ROAD TO THE JUNCTION OF BLACKTOP
 LY1139'ROADS, THENCE 3.25 MILE SOUTH ALONG A BLACKTOP ROAD TO THE
 LY1139'JUNCTION OF A STATE GAME ROAD NORTHEAST, THENCE 0.1 MILE NORTHEAST
 LY1139'ON STATE GAME ROAD TO A Y JUNCTION THENCE 0.1 MILE NORTH ON A
 LY1139'STATE GAME ROAD TO A POLE GATE, THIS GATE IS LOCKED AT TIMES,
 LY1139'CONTINUE AHEAD ALONG STATE GAME ROAD FOR 0.95 MILE TO THE BM SET
 LY1139'IN TOP OF A 7 FOOT BY 3 FOOT BY 2 FOOT BOULDER WHICH IS ABOUT 35
 LY1139'FEET NORTH OF THE CENTERLINE OF THE ROAD ALSO ABOUT 45 FEET
 LY1139'NORTHEAST OF THE NORTH END OF A CULVERT UNDER THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0525 ***********************************************************************
 MA0525  DESIGNATION -  D 238
 MA0525  PID         -  MA0525
 MA0525  STATE/COUNTY-  PA/CLEARFIELD
 MA0525  USGS QUAD   -  SABULA (1986)
 MA0525
 MA0525                         *CURRENT SURVEY CONTROL
 MA0525  ___________________________________________________________________
 MA0525* NAD 83(1986)-  41 07 53.     (N)    078 40 07.     (W)     SCALED    
 MA0525* NAVD 88     -       491.607  (meters)    1612.88   (feet)  ADJUSTED  
 MA0525  ___________________________________________________________________
 MA0525  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 MA0525  DYNAMIC HT  -         491.374 (meters)    1612.12  (feet)  COMP
 MA0525  MODELED GRAV-     980,133.5   (mgal)                       NAVD 88
 MA0525
 MA0525  VERT ORDER  -  SECOND    CLASS 0
 MA0525
 MA0525.The horizontal coordinates were scaled from a topographic map and have
 MA0525.an estimated accuracy of +/- 6 seconds.
 MA0525
 MA0525.The orthometric height was determined by differential leveling
 MA0525.and adjusted by the National Geodetic Survey in June 1991..
 MA0525
 MA0525.The geoid height was determined by GEOID03.
 MA0525
 MA0525.The dynamic height is computed by dividing the NAVD 88
 MA0525.geopotential number by the normal gravity value computed on the
 MA0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0525.degrees latitude (g = 980.6199 gals.).
 MA0525
 MA0525.The modeled gravity was interpolated from observed gravity values.
 MA0525
 MA0525;                    North         East    Units  Estimated Accuracy
 MA0525;SPC PA N     -   107,550.      522,870.      MT  (+/- 180 meters Scaled)
 MA0525
 MA0525                          SUPERSEDED SURVEY CONTROL
 MA0525
 MA0525  NGVD 29 (??/??/92)  491.740  (m)         1613.32   (f) ADJ UNCH    2 0
 MA0525
 MA0525.Superseded values are not recommended for survey control.
 MA0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0525.See file dsdata.txt to determine how the superseded data were derived.
 MA0525
 MA0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF956559(NAD 83)
 MA0525_MARKER: DB = BENCH MARK DISK
 MA0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0525_STAMPING: D 238 1959
 MA0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0525+STABILITY: SURFACE MOTION
 MA0525
 MA0525  HISTORY     - Date     Condition        Report By
 MA0525  HISTORY     - 1959     MONUMENTED       CGS
 MA0525
 MA0525                          STATION DESCRIPTION
 MA0525
 MA0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA0525'5.8 MI SE FROM DU BOIS.
 MA0525'0.35 MILE NORTH EAST ALONG STATE HY. 219 FROM THE HIGH SCHOOL
 MA0525'IN DU BOIS THENCE 4.25 MILE SOUTH EAST ON STATE HY. 255 TO A
 MA0525'BLACKTOP ROAD JUNCTION THENCE 0.3 MILE SOUTH ON A BLACKTOP ROAD
 MA0525'TO Y INTERSECTION OF BLACKTOP AND GRAVEL ROADS THENCE 0.9 MILE
 MA0525'SOUTH EAST ON GRAVEL ROAD (JUST BEFORE A TRAIL ROAD LEFT), 21
 MA0525'FEET EAST OF THE CENTERLINE OF ROAD NORTH-SOUTH, 47 FEET NORTH
 MA0525'OF THE CENTERLINE OF THE ROAD (TRAIL) EAST, 6 FEET NORTH OF
 MA0525'BLACK BIRCH TREE, 5 1/2 FEET SOUTH WEST OF WILD CHERRY TREE,
 MA0525'2 1/2 FEET NORTH OF A WITNESS POST, ABOUT 5 INCHES ABOVE THE
 MA0525'LEVEL OF THE ROAD, PROJECTING ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0261 ***********************************************************************
 MA0261  DESIGNATION -  D 239
 MA0261  PID         -  MA0261
 MA0261  STATE/COUNTY-  PA/CLEARFIELD
 MA0261  USGS QUAD   -  CLEARFIELD (1981)
 MA0261
 MA0261                         *CURRENT SURVEY CONTROL
 MA0261  ___________________________________________________________________
 MA0261* NAD 83(1986)-  41 02 34.     (N)    078 27 37.     (W)     SCALED    
 MA0261* NAVD 88     -       369.979  (meters)    1213.84   (feet)  ADJUSTED  
 MA0261  ___________________________________________________________________
 MA0261  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 MA0261  DYNAMIC HT  -         369.803 (meters)    1213.26  (feet)  COMP
 MA0261  MODELED GRAV-     980,139.2   (mgal)                       NAVD 88
 MA0261
 MA0261  VERT ORDER  -  SECOND    CLASS 0
 MA0261
 MA0261.The horizontal coordinates were scaled from a topographic map and have
 MA0261.an estimated accuracy of +/- 6 seconds.
 MA0261
 MA0261.The orthometric height was determined by differential leveling
 MA0261.and adjusted by the National Geodetic Survey in June 1991..
 MA0261
 MA0261.The geoid height was determined by GEOID03.
 MA0261
 MA0261.The dynamic height is computed by dividing the NAVD 88
 MA0261.geopotential number by the normal gravity value computed on the
 MA0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0261.degrees latitude (g = 980.6199 gals.).
 MA0261
 MA0261.The modeled gravity was interpolated from observed gravity values.
 MA0261
 MA0261;                    North         East    Units  Estimated Accuracy
 MA0261;SPC PA N     -    97,540.      540,280.      MT  (+/- 180 meters Scaled)
 MA0261
 MA0261                          SUPERSEDED SURVEY CONTROL
 MA0261
 MA0261  NGVD 29 (??/??/92)  370.130  (m)         1214.33   (f) ADJ UNCH    2 0
 MA0261
 MA0261.Superseded values are not recommended for survey control.
 MA0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0261.See file dsdata.txt to determine how the superseded data were derived.
 MA0261
 MA0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF134466(NAD 83)
 MA0261_MARKER: DB = BENCH MARK DISK
 MA0261_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0261_SP_SET: BRIDGE BANNISTER POST
 MA0261_STAMPING: D 239 1959
 MA0261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0261+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2002
 MA0261
 MA0261  HISTORY     - Date     Condition        Report By
 MA0261  HISTORY     - 1959     MONUMENTED       CGS
 MA0261  HISTORY     - 20020617 GOOD             PADT
 MA0261
 MA0261                          STATION DESCRIPTION
 MA0261
 MA0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA0261'0.9 MI NW FROM CLEARFIELD.
 MA0261'0.9 MILE NORTHWEST ALONG STATE HIGHWAY 153 FROM THE HOSPITAL IN
 MA0261'CLEARFIELD, SET IN TOP CENTER OF THE CENTER POST OF THE EAST
 MA0261'BANNISTER OF A 35 FOOT CONCRETE BRIDGE OVER A CREEK, 170 FEET
 MA0261'NORTH OF THE JUNCTION OF CENTERLINES OF A BLACKTOP ROAD AND
 MA0261'STATE HIGHWAY 153, 15 FEET EAST OF THE CENTERLINE OF THE
 MA0261'BLACKTOP ROAD AND ABOUT 3 FEET ABOVE THE ROAD.
 MA0261
 MA0261                          STATION RECOVERY (2002)
 MA0261
 MA0261'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (JP)
 MA0261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2466 ***********************************************************************
 KW2466  DESIGNATION -  D 240
 KW2466  PID         -  KW2466
 KW2466  STATE/COUNTY-  PA/CENTRE
 KW2466  USGS QUAD   -  BELLEFONTE (1998)
 KW2466
 KW2466                         *CURRENT SURVEY CONTROL
 KW2466  ___________________________________________________________________
 KW2466* NAD 83(1986)-  40 58 03.     (N)    077 47 13.     (W)     SCALED    
 KW2466* NAVD 88     -       244.881  (meters)     803.41   (feet)  ADJUSTED  
 KW2466  ___________________________________________________________________
 KW2466  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KW2466  DYNAMIC HT  -         244.763 (meters)     803.03  (feet)  COMP
 KW2466  MODELED GRAV-     980,136.8   (mgal)                       NAVD 88
 KW2466
 KW2466  VERT ORDER  -  SECOND    CLASS 0
 KW2466
 KW2466.The horizontal coordinates were scaled from a topographic map and have
 KW2466.an estimated accuracy of +/- 6 seconds.
 KW2466
 KW2466.The orthometric height was determined by differential leveling
 KW2466.and adjusted by the National Geodetic Survey in June 1991..
 KW2466
 KW2466.The geoid height was determined by GEOID03.
 KW2466
 KW2466.The dynamic height is computed by dividing the NAVD 88
 KW2466.geopotential number by the normal gravity value computed on the
 KW2466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2466.degrees latitude (g = 980.6199 gals.).
 KW2466
 KW2466.The modeled gravity was interpolated from observed gravity values.
 KW2466
 KW2466;                    North         East    Units  Estimated Accuracy
 KW2466;SPC PA N     -    88,940.      596,890.      MT  (+/- 180 meters Scaled)
 KW2466
 KW2466                          SUPERSEDED SURVEY CONTROL
 KW2466
 KW2466  NGVD 29 (??/??/??)  245.079  (m)          804.06   (f) ADJUSTED    2 0
 KW2466
 KW2466.Superseded values are not recommended for survey control.
 KW2466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2466.See file dsdata.txt to determine how the superseded data were derived.
 KW2466
 KW2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL654388(NAD 83)
 KW2466_MARKER: DB = BENCH MARK DISK
 KW2466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2466_STAMPING: D 240 1959
 KW2466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2466+STABILITY: SURFACE MOTION
 KW2466
 KW2466  HISTORY     - Date     Condition        Report By
 KW2466  HISTORY     - 1959     MONUMENTED       CGS
 KW2466
 KW2466                          STATION DESCRIPTION
 KW2466
 KW2466'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW2466'2.4 MI N FROM MILESBURG.
 KW2466'1.3 MILE NORTH EAST ALONG THE RAILROAD TRACKS FROM THE RAILROAD
 KW2466'STATION IN MILESBURG THENCE 1.05 MILE NORTH ALONG HOLTS HOLLOW
 KW2466'RUN ROAD, SET ON THE SHOULDER AT A SMALL CURVE IN THE ROAD, 78
 KW2466'FEET SOUTH WEST AND ACROSS GRAVEL ROAD FROM 1 1/2 FOOT PINE, 50
 KW2466'FEET SOUTH WEST OF A 1 1/2 FOOT MAPLE TREE, 92 FEET NORTH OF THE
 KW2466'JUNCTION OF GRAVEL ROAD NORTH WEST TO A FARM HOUSE, 27 FEET
 KW2466'WEST OF THE CENTERLINE OF THE GRAVEL ROAD, ABOUT 2 FEET ABOVE
 KW2466'THE LEVEL OF THE ROAD, PROJECTING ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0245 ***********************************************************************
 MA0245  DESIGNATION -  D 241
 MA0245  PID         -  MA0245
 MA0245  STATE/COUNTY-  PA/CLEARFIELD
 MA0245  USGS QUAD   -  CLEARFIELD (1981)
 MA0245
 MA0245                         *CURRENT SURVEY CONTROL
 MA0245  ___________________________________________________________________
 MA0245* NAD 83(1986)-  41 01 33.     (N)    078 24 58.     (W)     SCALED    
 MA0245* NAVD 88     -       337.173  (meters)    1106.21   (feet)  ADJUSTED  
 MA0245  ___________________________________________________________________
 MA0245  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 MA0245  DYNAMIC HT  -         337.010 (meters)    1105.67  (feet)  COMP
 MA0245  MODELED GRAV-     980,133.4   (mgal)                       NAVD 88
 MA0245
 MA0245  VERT ORDER  -  SECOND    CLASS 0
 MA0245
 MA0245.The horizontal coordinates were scaled from a topographic map and have
 MA0245.an estimated accuracy of +/- 6 seconds.
 MA0245
 MA0245.The orthometric height was determined by differential leveling
 MA0245.and adjusted by the National Geodetic Survey in June 1991..
 MA0245
 MA0245.The geoid height was determined by GEOID03.
 MA0245
 MA0245.The dynamic height is computed by dividing the NAVD 88
 MA0245.geopotential number by the normal gravity value computed on the
 MA0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0245.degrees latitude (g = 980.6199 gals.).
 MA0245
 MA0245.The modeled gravity was interpolated from observed gravity values.
 MA0245
 MA0245;                    North         East    Units  Estimated Accuracy
 MA0245;SPC PA N     -    95,630.      543,980.      MT  (+/- 180 meters Scaled)
 MA0245
 MA0245                          SUPERSEDED SURVEY CONTROL
 MA0245
 MA0245  NGVD 29 (??/??/92)  337.326  (m)         1106.71   (f) ADJ UNCH    2 0
 MA0245
 MA0245.Superseded values are not recommended for survey control.
 MA0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0245.See file dsdata.txt to determine how the superseded data were derived.
 MA0245
 MA0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF172448(NAD 83)
 MA0245_MARKER: DB = BENCH MARK DISK
 MA0245_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0245_SP_SET: ABUTMENT
 MA0245_STAMPING: D 241 1959
 MA0245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0245
 MA0245  HISTORY     - Date     Condition        Report By
 MA0245  HISTORY     - 1959     MONUMENTED       CGS
 MA0245
 MA0245                          STATION DESCRIPTION
 MA0245
 MA0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA0245'2 MI NE FROM CLEARFIELD.
 MA0245'1.9 MILES NORTHEAST ALONG STATE HIGHWAY 879 FROM THE POST OFFICE
 MA0245'AT CLEARFIELD, THENCE ACROSS THE RIVER BRIDGE, SET IN TOP AND 1
 MA0245'FOOT SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE
 MA0245'BACKWALL OF THE SOUTHWEST ABUTMENT FOR A TWO SPAN STEEL BRIDGE
 MA0245'OVER THE RIVER, 60 FEET NORTHEAST OF THE NORTHEAST MOST RAIL OF
 MA0245'THE TRAIN YARDS, 12 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD
 MA0245'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0976 ***********************************************************************
 LZ0976  DESIGNATION -  D 242
 LZ0976  PID         -  LZ0976
 LZ0976  STATE/COUNTY-  PA/CLINTON
 LZ0976  USGS QUAD   -  CARROLL (1973)
 LZ0976
 LZ0976                         *CURRENT SURVEY CONTROL
 LZ0976  ___________________________________________________________________
 LZ0976* NAD 83(1986)-  41 03 13.     (N)    077 10 28.     (W)     SCALED    
 LZ0976* NAVD 88     -       451.730  (meters)    1482.05   (feet)  ADJUSTED  
 LZ0976  ___________________________________________________________________
 LZ0976  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 LZ0976  DYNAMIC HT  -         451.510 (meters)    1481.33  (feet)  COMP
 LZ0976  MODELED GRAV-     980,124.8   (mgal)                       NAVD 88
 LZ0976
 LZ0976  VERT ORDER  -  SECOND    CLASS 0
 LZ0976
 LZ0976.The horizontal coordinates were scaled from a topographic map and have
 LZ0976.an estimated accuracy of +/- 6 seconds.
 LZ0976
 LZ0976.The orthometric height was determined by differential leveling
 LZ0976.and adjusted by the National Geodetic Survey in June 1991..
 LZ0976
 LZ0976.The geoid height was determined by GEOID03.
 LZ0976
 LZ0976.The dynamic height is computed by dividing the NAVD 88
 LZ0976.geopotential number by the normal gravity value computed on the
 LZ0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0976.degrees latitude (g = 980.6199 gals.).
 LZ0976
 LZ0976.The modeled gravity was interpolated from observed gravity values.
 LZ0976
 LZ0976;                    North         East    Units  Estimated Accuracy
 LZ0976;SPC PA N     -    98,660.      648,380.      MT  (+/- 180 meters Scaled)
 LZ0976
 LZ0976                          SUPERSEDED SURVEY CONTROL
 LZ0976
 LZ0976  NGVD 29 (??/??/92)  451.919  (m)         1482.67   (f) ADJ UNCH    2 0
 LZ0976
 LZ0976.Superseded values are not recommended for survey control.
 LZ0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0976.See file dsdata.txt to determine how the superseded data were derived.
 LZ0976
 LZ0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL172469(NAD 83)
 LZ0976_MARKER: DB = BENCH MARK DISK
 LZ0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0976_STAMPING: D 242 1960
 LZ0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0976+STABILITY: SURFACE MOTION
 LZ0976
 LZ0976  HISTORY     - Date     Condition        Report By
 LZ0976  HISTORY     - 1960     MONUMENTED       CGS
 LZ0976
 LZ0976                          STATION DESCRIPTION
 LZ0976
 LZ0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LZ0976'7.8 MI E FROM LOGANTON.
 LZ0976'ABOUT 6.0 MILES EAST ALONG STATE HIGHWAY 880 FROM THE ALBRIGHT
 LZ0976'EVANGELICAL LUTHERAN CHURCH AT LOGANTON, THENCE 1.8 MILES EAST
 LZ0976'ALONG COUNTY ROAD 18018, 0.9 MILE WEST OF BENCH MARK C 242, 59
 LZ0976'FEET SOUTHWEST OF THE SOUTH CORNER OF A BIG WHITE FRAME HOUSE
 LZ0976'(OWNED BY MR. C.L. KLOBE), 21 FEET NORTH OF THE CENTERLINE OF
 LZ0976'THE ROAD, 12 FEET WEST OF POLE NO. J-4067, AND 4 FEET ABOVE THE
 LZ0976'LEVEL OF THE ROAD.  A COAST AND GEODETIC SURVEY BENCH-MARK DISK,
 LZ0976'STAMPED D 242 1960 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 LZ0976'WITH THE GROUND.  NOTE-- THIS BENCH MARK CAN ALSO BE REACHED BY
 LZ0976'GOING 1.95 MILES EAST ALONG COUNTY ROAD 629 FROM THE JUNCTION OF
 LZ0976'THE ROAD AND STATE HIGHWAY 880 AT CARROLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2419 ***********************************************************************
 KW2419  DESIGNATION -  D 243 PADH
 KW2419  PID         -  KW2419
 KW2419  STATE/COUNTY-  PA/CENTRE
 KW2419  USGS QUAD   -  MADISONBURG (1983)
 KW2419
 KW2419                         *CURRENT SURVEY CONTROL
 KW2419  ___________________________________________________________________
 KW2419* NAD 83(1986)-  40 59 12.     (N)    077 34 23.     (W)     SCALED    
 KW2419* NAVD 88     -       267.471  (meters)     877.53   (feet)  ADJUSTED  
 KW2419  ___________________________________________________________________
 KW2419  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KW2419  DYNAMIC HT  -         267.344 (meters)     877.11  (feet)  COMP
 KW2419  MODELED GRAV-     980,141.2   (mgal)                       NAVD 88
 KW2419
 KW2419  VERT ORDER  -  SECOND    CLASS 0
 KW2419
 KW2419.The horizontal coordinates were scaled from a topographic map and have
 KW2419.an estimated accuracy of +/- 6 seconds.
 KW2419
 KW2419.The orthometric height was determined by differential leveling
 KW2419.and adjusted by the National Geodetic Survey in June 1991..
 KW2419
 KW2419.The geoid height was determined by GEOID03.
 KW2419
 KW2419.The dynamic height is computed by dividing the NAVD 88
 KW2419.geopotential number by the normal gravity value computed on the
 KW2419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2419.degrees latitude (g = 980.6199 gals.).
 KW2419
 KW2419.The modeled gravity was interpolated from observed gravity values.
 KW2419
 KW2419;                    North         East    Units  Estimated Accuracy
 KW2419;SPC PA N     -    91,080.      614,890.      MT  (+/- 180 meters Scaled)
 KW2419
 KW2419                          SUPERSEDED SURVEY CONTROL
 KW2419
 KW2419  NGVD 29 (??/??/??)  267.671  (m)          878.18   (f) ADJUSTED    2 0
 KW2419
 KW2419.Superseded values are not recommended for survey control.
 KW2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2419.See file dsdata.txt to determine how the superseded data were derived.
 KW2419
 KW2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL835404(NAD 83)
 KW2419_MARKER: DD = SURVEY DISK
 KW2419_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2419_SP_SET: BRIDGE
 KW2419_STAMPING: D 243 1960
 KW2419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2419
 KW2419  HISTORY     - Date     Condition        Report By
 KW2419  HISTORY     - 1960     MONUMENTED       PADH
 KW2419  HISTORY     - 1960     GOOD             CGS
 KW2419
 KW2419                          STATION DESCRIPTION
 KW2419
 KW2419'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2419'2.9 MI SW FROM LAMAR.
 KW2419'2.9 MILES SOUTHWEST ALONG STATE HIGHWAY 64 FROM THE LAMAR
 KW2419'METHODIST CHURCH AT LAMAR, AT A CONCRETE BRIDGE OVER A CREEK,
 KW2419'68 FEET SOUTHWEST OF A GRAVEL ROAD LEADING NORTH, 28 FEET
 KW2419'EAST OF A GRAVEL ROAD LEADING SOUTH, 22 FEET SOUTH OF THE
 KW2419'CENTERLINE OF STATE HIGHWAY 64, IN THE TOP OF THE SOUTH WING
 KW2419'WALL, AND 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.  A PENNSYLVANIA
 KW2419'DEPARTMENT OF HIGHWAYS BENCH-MARK DISK, STAMPED D 243 1960.
 KW2419'NOTE-- THIS BENCH MARK IS 0.5 MILE SOUTHWEST OF TANY AZI. MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1011 ***********************************************************************
 LZ1011  DESIGNATION -  D 244
 LZ1011  PID         -  LZ1011
 LZ1011  STATE/COUNTY-  PA/CLINTON
 LZ1011  USGS QUAD   -  CARROLL (1973)
 LZ1011
 LZ1011                         *CURRENT SURVEY CONTROL
 LZ1011  ___________________________________________________________________
 LZ1011* NAD 83(1986)-  41 04 29.     (N)    077 13 43.     (W)     SCALED    
 LZ1011* NAVD 88     -       508.516  (meters)    1668.36   (feet)  ADJUSTED  
 LZ1011  ___________________________________________________________________
 LZ1011  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LZ1011  DYNAMIC HT  -         508.276 (meters)    1667.57  (feet)  COMP
 LZ1011  MODELED GRAV-     980,135.0   (mgal)                       NAVD 88
 LZ1011
 LZ1011  VERT ORDER  -  SECOND    CLASS 0
 LZ1011
 LZ1011.The horizontal coordinates were scaled from a topographic map and have
 LZ1011.an estimated accuracy of +/- 6 seconds.
 LZ1011
 LZ1011.The orthometric height was determined by differential leveling
 LZ1011.and adjusted by the National Geodetic Survey in June 1991..
 LZ1011
 LZ1011.The geoid height was determined by GEOID03.
 LZ1011
 LZ1011.The dynamic height is computed by dividing the NAVD 88
 LZ1011.geopotential number by the normal gravity value computed on the
 LZ1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1011.degrees latitude (g = 980.6199 gals.).
 LZ1011
 LZ1011.The modeled gravity was interpolated from observed gravity values.
 LZ1011
 LZ1011;                    North         East    Units  Estimated Accuracy
 LZ1011;SPC PA N     -   100,980.      643,820.      MT  (+/- 180 meters Scaled)
 LZ1011
 LZ1011                          SUPERSEDED SURVEY CONTROL
 LZ1011
 LZ1011  NGVD 29 (??/??/92)  508.712  (m)         1669.00   (f) ADJ UNCH    2 0
 LZ1011
 LZ1011.Superseded values are not recommended for survey control.
 LZ1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1011.See file dsdata.txt to determine how the superseded data were derived.
 LZ1011
 LZ1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL127494(NAD 83)
 LZ1011_MARKER: DB = BENCH MARK DISK
 LZ1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1011_STAMPING: D 244 1960
 LZ1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1011+STABILITY: SURFACE MOTION
 LZ1011
 LZ1011  HISTORY     - Date     Condition        Report By
 LZ1011  HISTORY     - 1960     MONUMENTED       CGS
 LZ1011
 LZ1011                          STATION DESCRIPTION
 LZ1011
 LZ1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LZ1011'9.6 MI SW FROM ANTES FORT.
 LZ1011'ABOUT 0.40 MILE SOUTHWEST ALONG BLACKTOP ROAD FROM THE DEPOT
 LZ1011'IN ANTES FORT THENCE 2.05 MILE SOUTHEAST ALONG STATE HIGHWAYS
 LZ1011'880 AND 44 THENCE 7.15 MILE SOUTH-SOUTHWEST ON STATE HIGHWAY
 LZ1011'880, 34 FEET SOUTHEAST OF THE JUNCTION CENTERLINE OF GRAVEL ROAD,
 LZ1011'217 MILE SOUTHEAST OF POWER POLE NO. J 2143, 17 FEET NORTHWEST
 LZ1011'OF POWER POLE NO. J 2144, 18 FEET SOUTHEAST OF SIGN RIDGE ROAD,
 LZ1011'30 FEET SOUTHWEST OF THE CENTERLINE OF THE STATE HIGHWAY, STANDARD
 LZ1011'BENCH MARK DISK SET IN TOP OF CONCRETE POST PROJECTING 1 INCH,
 LZ1011'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, ALSO-- 0.55 MILE
 LZ1011'NORTHEAST OF A CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0430 ***********************************************************************
 MB0430  DESIGNATION -  D 245
 MB0430  PID         -  MB0430
 MB0430  STATE/COUNTY-  PA/MERCER
 MB0430  USGS QUAD   -  HADLEY (1977)
 MB0430
 MB0430                         *CURRENT SURVEY CONTROL
 MB0430  ___________________________________________________________________
 MB0430* NAD 83(1986)-  41 26 16.     (N)    080 09 21.     (W)     SCALED    
 MB0430* NAVD 88     -       388.779  (meters)    1275.52   (feet)  ADJUSTED  
 MB0430  ___________________________________________________________________
 MB0430  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 MB0430  DYNAMIC HT  -         388.612 (meters)    1274.97  (feet)  COMP
 MB0430  MODELED GRAV-     980,181.9   (mgal)                       NAVD 88
 MB0430
 MB0430  VERT ORDER  -  SECOND    CLASS 0
 MB0430
 MB0430.The horizontal coordinates were scaled from a topographic map and have
 MB0430.an estimated accuracy of +/- 6 seconds.
 MB0430
 MB0430.The orthometric height was determined by differential leveling
 MB0430.and adjusted by the National Geodetic Survey in June 1991..
 MB0430
 MB0430.The geoid height was determined by GEOID03.
 MB0430
 MB0430.The dynamic height is computed by dividing the NAVD 88
 MB0430.geopotential number by the normal gravity value computed on the
 MB0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0430.degrees latitude (g = 980.6199 gals.).
 MB0430
 MB0430.The modeled gravity was interpolated from observed gravity values.
 MB0430
 MB0430;                    North         East    Units  Estimated Accuracy
 MB0430;SPC PA N     -   143,950.      398,960.      MT  (+/- 180 meters Scaled)
 MB0430
 MB0430                          SUPERSEDED SURVEY CONTROL
 MB0430
 MB0430  NGVD 29 (??/??/92)  388.939  (m)         1276.04   (f) ADJ UNCH    2 0
 MB0430
 MB0430.Superseded values are not recommended for survey control.
 MB0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0430.See file dsdata.txt to determine how the superseded data were derived.
 MB0430
 MB0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF705877(NAD 83)
 MB0430_MARKER: DB = BENCH MARK DISK
 MB0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0430_STAMPING: D 245 1960
 MB0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0430+STABILITY: SURFACE MOTION
 MB0430
 MB0430  HISTORY     - Date     Condition        Report By
 MB0430  HISTORY     - 1960     MONUMENTED       CGS
 MB0430
 MB0430                          STATION DESCRIPTION
 MB0430
 MB0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MB0430'16 MI S FROM MEADVILLE.
 MB0430'ABOUT 1.95 MILE WEST ALONG U.S. HY. 19 AND 322 FROM THE STATE
 MB0430'HIGHWAY BUILDING IN THE SOUTH WEST EDGE OF MEADVILLE TO THE
 MB0430'JUNCTION OF U.S. 19 AND 322 THENCE 10.3 MILE SOUTH ALONG U.S. 19
 MB0430'TO THE MERCER-CRAWFORD COUNTY LINE AND JUNCTION OF STATE HY. 285
 MB0430'THENCE 3.75 MILE SOUTH EAST ON 285, 19 FEET SOUTH WEST OF THE
 MB0430'CENTERLINE OF HY. 285, 24 FEET SOUTH EAST OF A GRAVEL ROAD TO A
 MB0430'FARM HOUSE, 26 FEET NORTH WEST OF AN 18 INCH DOUBLE BLACK WALNUT
 MB0430'TREE, 43 FEET EAST OF A DRIVE WAY LEADING TO A LARGE DOUBLE
 MB0430'FRAME HOUSE WITH A LARGE BARN IN REAR, STANDARD BENCH MARK DISK
 MB0430'SET IN TOP OF CONCRETE POST, PROJECTING ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1933 ***********************************************************************
 KW1933  DESIGNATION -  D 246 PADH
 KW1933  PID         -  KW1933
 KW1933  STATE/COUNTY-  PA/CUMBERLAND
 KW1933  USGS QUAD   -  CARLISLE (1984)
 KW1933
 KW1933                         *CURRENT SURVEY CONTROL
 KW1933  ___________________________________________________________________
 KW1933* NAD 83(1986)-  40 14 01.     (N)    077 08 20.     (W)     SCALED    
 KW1933* NAVD 88     -       128.644  (meters)     422.06   (feet)  ADJUSTED  
 KW1933  ___________________________________________________________________
 KW1933  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KW1933  DYNAMIC HT  -         128.579 (meters)     421.85  (feet)  COMP
 KW1933  MODELED GRAV-     980,118.9   (mgal)                       NAVD 88
 KW1933
 KW1933  VERT ORDER  -  FIRST     CLASS II
 KW1933
 KW1933.The horizontal coordinates were scaled from a topographic map and have
 KW1933.an estimated accuracy of +/- 6 seconds.
 KW1933
 KW1933.The orthometric height was determined by differential leveling
 KW1933.and adjusted by the National Geodetic Survey in June 1991..
 KW1933.WARNING-Repeat measurements at this control monument indicate possible
 KW1933.vertical movement.
 KW1933
 KW1933.The geoid height was determined by GEOID03.
 KW1933
 KW1933.The dynamic height is computed by dividing the NAVD 88
 KW1933.geopotential number by the normal gravity value computed on the
 KW1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1933.degrees latitude (g = 980.6199 gals.).
 KW1933
 KW1933.The modeled gravity was interpolated from observed gravity values.
 KW1933
 KW1933;                    North         East    Units  Estimated Accuracy
 KW1933;SPC PA S     -   100,140.      652,010.      MT  (+/- 180 meters Scaled)
 KW1933
 KW1933                          SUPERSEDED SURVEY CONTROL
 KW1933
 KW1933  NGVD 29 (??/??/??)  128.849  (m)          422.73   (f) ADJUSTED    1 2
 KW1933
 KW1933.Superseded values are not recommended for survey control.
 KW1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1933.See file dsdata.txt to determine how the superseded data were derived.
 KW1933
 KW1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK180558(NAD 83)
 KW1933_MARKER: DD = SURVEY DISK
 KW1933_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1933_SP_SET: BRIDGE
 KW1933_STAMPING: D 246
 KW1933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1933_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1933+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2006
 KW1933
 KW1933  HISTORY     - Date     Condition        Report By
 KW1933  HISTORY     - UNK      MONUMENTED       PADH
 KW1933  HISTORY     - 1960     GOOD             CGS
 KW1933  HISTORY     - 1979     GOOD             NGS
 KW1933  HISTORY     - 20050725 GOOD             USPSQD
 KW1933  HISTORY     - 20060805 GOOD             GEOCAC
 KW1933
 KW1933                          STATION DESCRIPTION
 KW1933
 KW1933'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1933'3.2 MI NE FROM CARLISLE.
 KW1933'ABOUT 3.15 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE
 KW1933'JUNCTION OF STATE HIGHWAY 34 AT CARLISLE, ON THE TOP OF THE
 KW1933'SOUTHWEST CONCRETE WINGWALL OF A LARGE U.S. HIGHWAY 11 BRIDGE
 KW1933'OVER SPRING RUN, 0.7 MILE NORTHEAST OF THE CROSSING OF THE
 KW1933'PENNSYLVANIA TURNPIKE, 26.1 FEET SOUTH OF THE CENTER-LINE OF THE
 KW1933'HIGHWAY AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 KW1933
 KW1933                          STATION RECOVERY (1979)
 KW1933
 KW1933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW1933'RECOVERED IN GOOD CONDITION.
 KW1933
 KW1933                          STATION RECOVERY (2005)
 KW1933
 KW1933'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPP)
 KW1933'RECOVERED IN GOOD CONDITION.
 KW1933
 KW1933                          STATION RECOVERY (2006)
 KW1933
 KW1933'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW1933'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1220 ***********************************************************************
 KW1220  DESIGNATION -  D 247
 KW1220  PID         -  KW1220
 KW1220  STATE/COUNTY-  PA/DAUPHIN
 KW1220  USGS QUAD   -  HARRISBURG EAST (1987)
 KW1220
 KW1220                         *CURRENT SURVEY CONTROL
 KW1220  ___________________________________________________________________
 KW1220* NAD 83(1986)-  40 18 44.     (N)    076 52 24.     (W)     SCALED    
 KW1220* NAVD 88     -       116.384  (meters)     381.84   (feet)  ADJUSTED  
 KW1220  ___________________________________________________________________
 KW1220  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 KW1220  DYNAMIC HT  -         116.326 (meters)     381.65  (feet)  COMP
 KW1220  MODELED GRAV-     980,127.1   (mgal)                       NAVD 88
 KW1220
 KW1220  VERT ORDER  -  SECOND    CLASS 0
 KW1220
 KW1220.The horizontal coordinates were scaled from a topographic map and have
 KW1220.an estimated accuracy of +/- 6 seconds.
 KW1220
 KW1220.The orthometric height was determined by differential leveling
 KW1220.and adjusted by the National Geodetic Survey in June 1991..
 KW1220
 KW1220.The geoid height was determined by GEOID03.
 KW1220
 KW1220.The dynamic height is computed by dividing the NAVD 88
 KW1220.geopotential number by the normal gravity value computed on the
 KW1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1220.degrees latitude (g = 980.6199 gals.).
 KW1220
 KW1220.The modeled gravity was interpolated from observed gravity values.
 KW1220
 KW1220;                    North         East    Units  Estimated Accuracy
 KW1220;SPC PA S     -   109,060.      674,520.      MT  (+/- 180 meters Scaled)
 KW1220
 KW1220                          SUPERSEDED SURVEY CONTROL
 KW1220
 KW1220  NGVD 29 (??/??/??)  116.604  (m)          382.56   (f) ADJUSTED    2 0
 KW1220
 KW1220.Superseded values are not recommended for survey control.
 KW1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1220.See file dsdata.txt to determine how the superseded data were derived.
 KW1220
 KW1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK408640(NAD 83)
 KW1220_MARKER: DB = BENCH MARK DISK
 KW1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1220_STAMPING: D 247 1960
 KW1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1220+STABILITY: SURFACE MOTION
 KW1220
 KW1220  HISTORY     - Date     Condition        Report By
 KW1220  HISTORY     - 1960     MONUMENTED       CGS
 KW1220  HISTORY     - 19950311 MARK NOT FOUND   USPSQD
 KW1220  HISTORY     - 19950618 MARK NOT FOUND   USPSQD
 KW1220  HISTORY     - 20010108 MARK NOT FOUND   PADT
 KW1220  HISTORY     - 20050617 MARK NOT FOUND   GEOCAC
 KW1220
 KW1220                          STATION DESCRIPTION
 KW1220
 KW1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1220'2.9 MI SE FROM ROCKVILLE.
 KW1220'ABOUT 0.8 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1220'EAST END OF THE LARGE PENNSYLVANIA RAILROAD BRIDGE OVER THE
 KW1220'SUSQUEHANNA RIVER AT ROCKVILLE, THENCE 0.8 MILE EAST ALONG
 KW1220'STATE HIGHWAY 39, THENCE 0.8 MILE SOUTH ALONG FARGREEN ROAD,
 KW1220'THENCE 0.5 MILE SOUTH ALONG CROOKED HILL ROAD, AT THE JUNCTION
 KW1220'OF CROOKED HILL ROAD AND SHUTT MILL ROAD LEADING EAST, 61 1/2
 KW1220'FEET EAST OF THE CENTER LINE OF CROOKED HILL ROAD, 20 FEET
 KW1220'SOUTH OF THE CENTER LINE OF SHUTT MILL ROAD, 9 1/2 FEET
 KW1220'NORTHEAST OF A 12-INCH LOCUST TREE, 10 FEET NORTHWEST OF A
 KW1220'10-INCH LOCUST TREE, 2 FEET WEST OF A METAL WITNESS POST, 4
 KW1220'FEET ABOVE THE LEVEL OF ROADS AND SET IN THE TOP OF A CONCRETE
 KW1220'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 KW1220
 KW1220                          STATION RECOVERY (1995)
 KW1220
 KW1220'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW1220'MARK NOT FOUND.
 KW1220
 KW1220                          STATION RECOVERY (1995)
 KW1220
 KW1220'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW1220'MARK NOT FOUND.
 KW1220
 KW1220                          STATION RECOVERY (2001)
 KW1220
 KW1220'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (SMM)
 KW1220'MARK NOT FOUND.
 KW1220
 KW1220                          STATION RECOVERY (2005)
 KW1220
 KW1220'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW1220'SHUTT MILL ROAD HAS BEEN MOVED. NO EVIDENCE OF MARK AT OLD LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1313 ***********************************************************************
 KW1313  DESIGNATION -  D 248
 KW1313  PID         -  KW1313
 KW1313  STATE/COUNTY-  PA/DAUPHIN
 KW1313  USGS QUAD   -  HARRISBURG EAST (1987)
 KW1313
 KW1313                         *CURRENT SURVEY CONTROL
 KW1313  ___________________________________________________________________
 KW1313* NAD 83(1986)-  40 20 55.     (N)    076 46 28.     (W)     SCALED    
 KW1313* NAVD 88     -       153.288  (meters)     502.91   (feet)  ADJUSTED  
 KW1313  ___________________________________________________________________
 KW1313  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 KW1313  DYNAMIC HT  -         153.211 (meters)     502.66  (feet)  COMP
 KW1313  MODELED GRAV-     980,118.7   (mgal)                       NAVD 88
 KW1313
 KW1313  VERT ORDER  -  SECOND    CLASS 0
 KW1313
 KW1313.The horizontal coordinates were scaled from a topographic map and have
 KW1313.an estimated accuracy of +/- 6 seconds.
 KW1313
 KW1313.The orthometric height was determined by differential leveling
 KW1313.and adjusted by the National Geodetic Survey in June 1991..
 KW1313
 KW1313.The geoid height was determined by GEOID03.
 KW1313
 KW1313.The dynamic height is computed by dividing the NAVD 88
 KW1313.geopotential number by the normal gravity value computed on the
 KW1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1313.degrees latitude (g = 980.6199 gals.).
 KW1313
 KW1313.The modeled gravity was interpolated from observed gravity values.
 KW1313
 KW1313;                    North         East    Units  Estimated Accuracy
 KW1313;SPC PA S     -   113,190.      682,880.      MT  (+/- 180 meters Scaled)
 KW1313
 KW1313                          SUPERSEDED SURVEY CONTROL
 KW1313
 KW1313  NGVD 29 (??/??/??)  153.501  (m)          503.61   (f) ADJUSTED    2 0
 KW1313
 KW1313.Superseded values are not recommended for survey control.
 KW1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1313.See file dsdata.txt to determine how the superseded data were derived.
 KW1313
 KW1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK493679(NAD 83)
 KW1313_MARKER: DB = BENCH MARK DISK
 KW1313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1313_SP_SET: TRANSMISSION TOWER CON BASE
 KW1313_STAMPING: D 248 1960
 KW1313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1313
 KW1313  HISTORY     - Date     Condition        Report By
 KW1313  HISTORY     - 1960     MONUMENTED       CGS
 KW1313  HISTORY     - 19950618 GOOD             USPSQD
 KW1313  HISTORY     - 19960427 GOOD             USPSQD
 KW1313  HISTORY     - 20040229 GOOD             GEOCAC
 KW1313
 KW1313                          STATION DESCRIPTION
 KW1313
 KW1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1313'1.4 MI E FROM LINGLESTOWN.
 KW1313'ABOUT 1.4 MILES EAST ALONG STATE HIGHWAY 39 FROM THE FLAG POLE
 KW1313'IN THE TRAFFIC CIRCLE AT THE CENTER OF LINGLESTOWN, SET ON THE TOP
 KW1313'OF THE CONCRETE BASE OF A HIGH TRANSMISSION TOWER, AT THE
 KW1313'SOUTHEAST CORNER OF THE BASE OF THE SOUTHEAST STEEL LEG, 29
 KW1313'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT
 KW1313'ABOVE THE LEVEL OF THE HIGHWAY.
 KW1313
 KW1313                          STATION RECOVERY (1995)
 KW1313
 KW1313'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW1313'RECOVERED IN GOOD CONDITION.
 KW1313
 KW1313                          STATION RECOVERY (1996)
 KW1313
 KW1313'RECOVERY NOTE BY US POWER SQUADRON 1996
 KW1313'RECOVERED IN GOOD CONDITION.
 KW1313
 KW1313                          STATION RECOVERY (2004)
 KW1313
 KW1313'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1313'DESCRIPTION SHOULD READ THE NORTH CORNER OF THE NORTH LEG OF THE TOWER
 KW1313' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0228 ***********************************************************************
 KW0228  DESIGNATION -  D 249 PADH
 KW0228  PID         -  KW0228
 KW0228  STATE/COUNTY-  PA/SCHUYLKILL
 KW0228  USGS QUAD   -  PINE GROVE (1977)
 KW0228
 KW0228                         *CURRENT SURVEY CONTROL
 KW0228  ___________________________________________________________________
 KW0228* NAD 83(1986)-  40 31 38.     (N)    076 28 02.     (W)     SCALED    
 KW0228* NAVD 88     -       145.927  (meters)     478.76   (feet)  ADJUSTED  
 KW0228  ___________________________________________________________________
 KW0228  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 KW0228  DYNAMIC HT  -         145.854 (meters)     478.52  (feet)  COMP
 KW0228  MODELED GRAV-     980,123.0   (mgal)                       NAVD 88
 KW0228
 KW0228  VERT ORDER  -  SECOND    CLASS 0
 KW0228
 KW0228.The horizontal coordinates were scaled from a topographic map and have
 KW0228.an estimated accuracy of +/- 6 seconds.
 KW0228
 KW0228.The orthometric height was determined by differential leveling
 KW0228.and adjusted by the National Geodetic Survey in June 1991..
 KW0228
 KW0228.The geoid height was determined by GEOID03.
 KW0228
 KW0228.The dynamic height is computed by dividing the NAVD 88
 KW0228.geopotential number by the normal gravity value computed on the
 KW0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0228.degrees latitude (g = 980.6199 gals.).
 KW0228
 KW0228.The modeled gravity was interpolated from observed gravity values.
 KW0228
 KW0228;                    North         East    Units  Estimated Accuracy
 KW0228;SPC PA S     -   133,350.      708,690.      MT  (+/- 180 meters Scaled)
 KW0228
 KW0228                          SUPERSEDED SURVEY CONTROL
 KW0228
 KW0228  NGVD 29 (??/??/??)  146.128  (m)          479.42   (f) ADJUSTED    2 0
 KW0228
 KW0228.Superseded values are not recommended for survey control.
 KW0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0228.See file dsdata.txt to determine how the superseded data were derived.
 KW0228
 KW0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK757873(NAD 83)
 KW0228_MARKER: DD = SURVEY DISK
 KW0228_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0228_SP_SET: BRIDGE
 KW0228_STAMPING: D 249
 KW0228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0228
 KW0228  HISTORY     - Date     Condition        Report By
 KW0228  HISTORY     - UNK      MONUMENTED       PADH
 KW0228  HISTORY     - 1960     GOOD             CGS
 KW0228  HISTORY     - 1967     GOOD             CGS
 KW0228  HISTORY     - 20060121 MARK NOT FOUND   GEOCAC
 KW0228
 KW0228                          STATION DESCRIPTION
 KW0228
 KW0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0228'AT SUEDBERG.
 KW0228'AT SUEDBERG, ALONG STATE HIGHWAY 443, ON THE TOP OF THE SOUTHWEST
 KW0228'CONCRETE WINGWALL OF THE HIGHWAY BRIDGE OVER MILL CREEK, 16.8
 KW0228'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT
 KW0228'LOWER THAN THE HIGHWAY SURFACE.
 KW0228
 KW0228                          STATION RECOVERY (1967)
 KW0228
 KW0228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KW0228'RECOVERED IN GOOD CONDITION.
 KW0228
 KW0228                          STATION RECOVERY (2006)
 KW0228
 KW0228'RECOVERY NOTE BY GEOCACHING 2006 (M)
 KW0228'WINGWALL OF THE BRIDGE HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0492 ***********************************************************************
 MA0492  DESIGNATION -  D 25
 MA0492  PID         -  MA0492
 MA0492  STATE/COUNTY-  PA/CLEARFIELD
 MA0492  USGS QUAD   -  PENFIELD (1993)
 MA0492
 MA0492                         *CURRENT SURVEY CONTROL
 MA0492  ___________________________________________________________________
 MA0492* NAD 83(1986)-  41 12 17.     (N)    078 34 15.     (W)     SCALED    
 MA0492* NAVD 88     -       391.395  (meters)    1284.10   (feet)  ADJUSTED  
 MA0492  ___________________________________________________________________
 MA0492  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 MA0492  DYNAMIC HT  -         391.206 (meters)    1283.48  (feet)  COMP
 MA0492  MODELED GRAV-     980,129.1   (mgal)                       NAVD 88
 MA0492
 MA0492  VERT ORDER  -  SECOND    CLASS 0
 MA0492
 MA0492.The horizontal coordinates were scaled from a topographic map and have
 MA0492.an estimated accuracy of +/- 6 seconds.
 MA0492
 MA0492.The orthometric height was determined by differential leveling
 MA0492.and adjusted by the National Geodetic Survey in June 1991..
 MA0492
 MA0492.The geoid height was determined by GEOID03.
 MA0492
 MA0492.The dynamic height is computed by dividing the NAVD 88
 MA0492.geopotential number by the normal gravity value computed on the
 MA0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0492.degrees latitude (g = 980.6199 gals.).
 MA0492
 MA0492.The modeled gravity was interpolated from observed gravity values.
 MA0492
 MA0492;                    North         East    Units  Estimated Accuracy
 MA0492;SPC PA N     -   115,610.      531,160.      MT  (+/- 180 meters Scaled)
 MA0492
 MA0492                          SUPERSEDED SURVEY CONTROL
 MA0492
 MA0492  NGVD 29 (??/??/92)  391.52   (m)         1284.5    (f) COMPUTED    2 0
 MA0492
 MA0492.Superseded values are not recommended for survey control.
 MA0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0492.See file dsdata.txt to determine how the superseded data were derived.
 MA0492
 MA0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF036643(NAD 83)
 MA0492_MARKER: DB = BENCH MARK DISK
 MA0492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0492_SP_SET: STONE FOUNDATION
 MA0492_STAMPING: D 25 1934
 MA0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0492
 MA0492  HISTORY     - Date     Condition        Report By
 MA0492  HISTORY     - 1934     MONUMENTED       CGS
 MA0492
 MA0492                          STATION DESCRIPTION
 MA0492
 MA0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0492'12.5 MI E FROM DU BOIS.
 MA0492'ABOUT 12.5 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0492'DU BOIS, CLEARFIELD COUNTY, ABOUT 0.1 MILE EAST OF THE STATION
 MA0492'AT PENFIELD, ABOUT 2,250 FEET WEST OF MILEPOST 32, AT A WATER
 MA0492'TANK, IN THE TOP OF THE SOUTHWEST STONE FOUNDATION, 21 FEET
 MA0492'NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT HIGHER
 MA0492'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED D 25 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0464 ***********************************************************************
 MB0464  DESIGNATION -  D 250
 MB0464  PID         -  MB0464
 MB0464  STATE/COUNTY-  PA/LAWRENCE
 MB0464  USGS QUAD   -  HARLANSBURG (1990)
 MB0464
 MB0464                         *CURRENT SURVEY CONTROL
 MB0464  ___________________________________________________________________
 MB0464* NAD 83(1986)-  41 05 13.     (N)    080 07 49.     (W)     SCALED    
 MB0464* NAVD 88     -       381.954  (meters)    1253.13   (feet)  ADJUSTED  
 MB0464  ___________________________________________________________________
 MB0464  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 MB0464  DYNAMIC HT  -         381.772 (meters)    1252.53  (feet)  COMP
 MB0464  MODELED GRAV-     980,137.3   (mgal)                       NAVD 88
 MB0464
 MB0464  VERT ORDER  -  SECOND    CLASS 0
 MB0464
 MB0464.The horizontal coordinates were scaled from a topographic map and have
 MB0464.an estimated accuracy of +/- 6 seconds.
 MB0464
 MB0464.The orthometric height was determined by differential leveling
 MB0464.and adjusted by the National Geodetic Survey in June 1991..
 MB0464
 MB0464.The geoid height was determined by GEOID03.
 MB0464
 MB0464.The dynamic height is computed by dividing the NAVD 88
 MB0464.geopotential number by the normal gravity value computed on the
 MB0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0464.degrees latitude (g = 980.6199 gals.).
 MB0464
 MB0464.The modeled gravity was interpolated from observed gravity values.
 MB0464
 MB0464;                    North         East    Units  Estimated Accuracy
 MB0464;SPC PA S     -   197,420.      400,020.      MT  (+/- 180 meters Scaled)
 MB0464
 MB0464                          SUPERSEDED SURVEY CONTROL
 MB0464
 MB0464  NGVD 29 (??/??/92)  382.084  (m)         1253.55   (f) ADJ UNCH    2 0
 MB0464
 MB0464.Superseded values are not recommended for survey control.
 MB0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0464.See file dsdata.txt to determine how the superseded data were derived.
 MB0464
 MB0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF730487(NAD 83)
 MB0464_MARKER: DB = BENCH MARK DISK
 MB0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0464_STAMPING: D 250 1960
 MB0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0464+STABILITY: SURFACE MOTION
 MB0464
 MB0464  HISTORY     - Date     Condition        Report By
 MB0464  HISTORY     - 1960     MONUMENTED       CGS
 MB0464
 MB0464                          STATION DESCRIPTION
 MB0464
 MB0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MB0464'4.2 MI N FROM MOORES CORNERS.
 MB0464'ABOUT 2.7 MILE NORTH ALONG COUNTY ROAD 37049 FROM THE JUNCTION
 MB0464'OF STATE HIGHWAYS 488 AND 108 AT MOORES CORNERS TO THE JUNCTION
 MB0464'OF COUNTY ROADS 37049 AND 37048 THENCE 0.65 MILE WEST ALONG 37048
 MB0464'TO THE T JUNCTION OF 37048 AND MASON RD., THENCE NORTH 0.9 MILE
 MB0464'ALONG MASON RD., 21 FEET EAST OF THE CENTERLINE OF DIRT ROAD,
 MB0464'18 FEET WEST OF POWER POLE NO. 23, 56 FEET NORTH EAST OF THE
 MB0464'CORNER OF FENCE, STANDARD BENCH MARK DISK SET IN TOP OF CONCRETE
 MB0464'POST PROJECTING ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0455 ***********************************************************************
 MB0455  DESIGNATION -  D 251
 MB0455  PID         -  MB0455
 MB0455  STATE/COUNTY-  PA/MERCER
 MB0455  USGS QUAD   -  MERCER (1990)
 MB0455
 MB0455                         *CURRENT SURVEY CONTROL
 MB0455  ___________________________________________________________________
 MB0455* NAD 83(1986)-  41 09 43.     (N)    080 10 10.     (W)     SCALED    
 MB0455* NAVD 88     -       384.159  (meters)    1260.36   (feet)  ADJUSTED  
 MB0455  ___________________________________________________________________
 MB0455  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MB0455  DYNAMIC HT  -         383.980 (meters)    1259.77  (feet)  COMP
 MB0455  MODELED GRAV-     980,144.4   (mgal)                       NAVD 88
 MB0455
 MB0455  VERT ORDER  -  SECOND    CLASS 0
 MB0455
 MB0455.The horizontal coordinates were scaled from a topographic map and have
 MB0455.an estimated accuracy of +/- 6 seconds.
 MB0455
 MB0455.The orthometric height was determined by differential leveling
 MB0455.and adjusted by the National Geodetic Survey in June 1991..
 MB0455
 MB0455.The geoid height was determined by GEOID03.
 MB0455
 MB0455.The dynamic height is computed by dividing the NAVD 88
 MB0455.geopotential number by the normal gravity value computed on the
 MB0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0455.degrees latitude (g = 980.6199 gals.).
 MB0455
 MB0455.The modeled gravity was interpolated from observed gravity values.
 MB0455
 MB0455;                    North         East    Units  Estimated Accuracy
 MB0455;SPC PA N     -   113,370.      396,970.      MT  (+/- 180 meters Scaled)
 MB0455
 MB0455                          SUPERSEDED SURVEY CONTROL
 MB0455
 MB0455  NGVD 29 (??/??/92)  384.290  (m)         1260.79   (f) ADJ UNCH    2 0
 MB0455
 MB0455.Superseded values are not recommended for survey control.
 MB0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0455.See file dsdata.txt to determine how the superseded data were derived.
 MB0455
 MB0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF696570(NAD 83)
 MB0455_MARKER: DB = BENCH MARK DISK
 MB0455_SETTING: 0 = UNSPECIFIED SETTING
 MB0455_STAMPING: D 251 1960
 MB0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0455
 MB0455  HISTORY     - Date     Condition        Report By
 MB0455  HISTORY     - 1960     MONUMENTED       CGS
 MB0455  HISTORY     - 19991101 GOOD             PADT
 MB0455
 MB0455                          STATION DESCRIPTION
 MB0455
 MB0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MB0455'1.8 MI W FROM LONDON.
 MB0455'ABOUT 1.75 MILE NORTH WEST ALONG STATE HY. 258 FROM THE JUNCTION
 MB0455'OF STATE HYS 258 AND 208 IN LONDON, 11 FEET EAST OF THE CENTERLINE
 MB0455'OF DIRT ROAD, 86 FEET NORTH EAST OF POWER POLE NO. Y 10257,
 MB0455'STANDARD BENCH MARK DISK DRILLED IN HORIZONTAL.
 MB0455
 MB0455                          STATION RECOVERY (1999)
 MB0455
 MB0455'RECOVERY NOTE BY PA DEPT OF TRANSP 1999
 MB0455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0617 ***********************************************************************
 KY0617  DESIGNATION -  D 252
 KY0617  PID         -  KY0617
 KY0617  STATE/COUNTY-  PA/ALLEGHENY
 KY0617  USGS QUAD   -  CANONSBURG (1979)
 KY0617
 KY0617                         *CURRENT SURVEY CONTROL
 KY0617  ___________________________________________________________________
 KY0617* NAD 83(1986)-  40 20 21.     (N)    080 07 33.     (W)     SCALED    
 KY0617* NAVD 88     -       310.447  (meters)    1018.52   (feet)  ADJUSTED  
 KY0617  ___________________________________________________________________
 KY0617  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KY0617  DYNAMIC HT  -         310.281 (meters)    1017.98  (feet)  COMP
 KY0617  MODELED GRAV-     980,083.7   (mgal)                       NAVD 88
 KY0617
 KY0617  VERT ORDER  -  SECOND    CLASS 0
 KY0617
 KY0617.The horizontal coordinates were scaled from a topographic map and have
 KY0617.an estimated accuracy of +/- 6 seconds.
 KY0617
 KY0617.The orthometric height was determined by differential leveling
 KY0617.and adjusted by the National Geodetic Survey in June 1991..
 KY0617
 KY0617.The geoid height was determined by GEOID03.
 KY0617
 KY0617.The dynamic height is computed by dividing the NAVD 88
 KY0617.geopotential number by the normal gravity value computed on the
 KY0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0617.degrees latitude (g = 980.6199 gals.).
 KY0617
 KY0617.The modeled gravity was interpolated from observed gravity values.
 KY0617
 KY0617;                    North         East    Units  Estimated Accuracy
 KY0617;SPC PA S     -   114,400.      398,160.      MT  (+/- 180 meters Scaled)
 KY0617
 KY0617                          SUPERSEDED SURVEY CONTROL
 KY0617
 KY0617  NGVD 29 (??/??/92)  310.588  (m)         1018.99   (f) ADJ UNCH    2 0
 KY0617
 KY0617.Superseded values are not recommended for survey control.
 KY0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0617.See file dsdata.txt to determine how the superseded data were derived.
 KY0617
 KY0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE742657(NAD 83)
 KY0617_MARKER: DB = BENCH MARK DISK
 KY0617_SETTING: 0 = UNSPECIFIED SETTING
 KY0617_STAMPING: D 252 1960
 KY0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0617_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KY0617+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2005
 KY0617
 KY0617  HISTORY     - Date     Condition        Report By
 KY0617  HISTORY     - 1960     MONUMENTED       CGS
 KY0617  HISTORY     - 20050523 GOOD             BAKER
 KY0617
 KY0617                          STATION DESCRIPTION
 KY0617
 KY0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0617'3.4 MI NE FROM HENDERSONVILLE.
 KY0617'ABOUT 3.45 MILE NORTHEAST ALONG STATE HIGHWAY 519 FROM THE
 KY0617'MONTOUR RAILROAD OVERPASS IN HENDERSONVILLE, AT A ROAD CROSSING.
 KY0617'ABOUT 4 FEET WEST OF THE EAST END OF THE BACKWALL OF A 3 FOOT
 KY0617'BY 3 FOOT BOX CULVERT, 39 FEET EAST OF THE CENTERLINE OF THE
 KY0617'SIDE ROAD NORTH, 36 FEET NORTH OF THE CENTERLINE OF THE STATE
 KY0617'HIGHWAY AND DRILLED IN HORIZONTAL.
 KY0617
 KY0617                          STATION RECOVERY (2005)
 KY0617
 KY0617'RECOVERY NOTE BY M BAKER JR INCORPORATED 2005 (CJG)
 KY0617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0259 ***********************************************************************
 KY0259  DESIGNATION -  D 253
 KY0259  PID         -  KY0259
 KY0259  STATE/COUNTY-  PA/ALLEGHENY
 KY0259  USGS QUAD   -  EMSWORTH (1979)
 KY0259
 KY0259                         *CURRENT SURVEY CONTROL
 KY0259  ___________________________________________________________________
 KY0259* NAD 83(1986)-  40 34 15.     (N)    080 06 19.     (W)     SCALED    
 KY0259* NAVD 88     -       378.995  (meters)    1243.42   (feet)  ADJUSTED  
 KY0259  ___________________________________________________________________
 KY0259  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KY0259  DYNAMIC HT  -         378.796 (meters)    1242.77  (feet)  COMP
 KY0259  MODELED GRAV-     980,086.9   (mgal)                       NAVD 88
 KY0259
 KY0259  VERT ORDER  -  SECOND    CLASS 0
 KY0259
 KY0259.The horizontal coordinates were scaled from a topographic map and have
 KY0259.an estimated accuracy of +/- 6 seconds.
 KY0259
 KY0259.The orthometric height was determined by differential leveling
 KY0259.and adjusted by the National Geodetic Survey in June 1991..
 KY0259
 KY0259.The geoid height was determined by GEOID03.
 KY0259
 KY0259.The dynamic height is computed by dividing the NAVD 88
 KY0259.geopotential number by the normal gravity value computed on the
 KY0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0259.degrees latitude (g = 980.6199 gals.).
 KY0259
 KY0259.The modeled gravity was interpolated from observed gravity values.
 KY0259
 KY0259;                    North         East    Units  Estimated Accuracy
 KY0259;SPC PA S     -   140,070.      400,590.      MT  (+/- 180 meters Scaled)
 KY0259
 KY0259                          SUPERSEDED SURVEY CONTROL
 KY0259
 KY0259  NGVD 29 (??/??/92)  379.142  (m)         1243.90   (f) ADJ UNCH    2 0
 KY0259
 KY0259.Superseded values are not recommended for survey control.
 KY0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0259.See file dsdata.txt to determine how the superseded data were derived.
 KY0259
 KY0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE757915(NAD 83)
 KY0259_MARKER: DB = BENCH MARK DISK
 KY0259_SETTING: 0 = UNSPECIFIED SETTING
 KY0259_STAMPING: D 253 1960
 KY0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0259
 KY0259  HISTORY     - Date     Condition        Report By
 KY0259  HISTORY     - 1960     MONUMENTED       CGS
 KY0259
 KY0259                          STATION DESCRIPTION
 KY0259
 KY0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0259'4.9 MI N FROM GLENFIELD.
 KY0259'ABOUT 2.65 MILE NORTH ALONG GLENFIELD RD. FROM THE JUNCTION OF
 KY0259'GLENFIELD RD. AND STATE HY. 88 IN GLENFIELD THENCE 0.75 MILE
 KY0259'NORTH EAST ON BLACKTOP ROAD TO JUNCTION OF STATE HY. 856 THENCE
 KY0259'1.5 MILE NORTH ON HY. 856, 24 FEET WEST OF THE CENTERLINE OF
 KY0259'HY. 856, 36 FEET NORTH OF TELEPHONE AND POWER POLE NO. 200/52,
 KY0259'200 FEET EAST OF RED BRICK ONE-STORY BUILDING, STANDARD BENCH
 KY0259'MARK DISK DRILLED IN HORIZONTAL ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0292 ***********************************************************************
 KY0292  DESIGNATION -  D 254
 KY0292  PID         -  KY0292
 KY0292  STATE/COUNTY-  PA/ALLEGHENY
 KY0292  USGS QUAD   -  EMSWORTH (1979)
 KY0292
 KY0292                         *CURRENT SURVEY CONTROL
 KY0292  ___________________________________________________________________
 KY0292* NAD 83(1986)-  40 30 00.     (N)    080 01 18.     (W)     SCALED    
 KY0292* NAVD 88     -       377.130  (meters)    1237.30   (feet)  ADJUSTED  
 KY0292  ___________________________________________________________________
 KY0292  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KY0292  DYNAMIC HT  -         376.932 (meters)    1236.65  (feet)  COMP
 KY0292  MODELED GRAV-     980,090.8   (mgal)                       NAVD 88
 KY0292
 KY0292  VERT ORDER  -  SECOND    CLASS 0
 KY0292
 KY0292.The horizontal coordinates were scaled from a topographic map and have
 KY0292.an estimated accuracy of +/- 6 seconds.
 KY0292
 KY0292.The orthometric height was determined by differential leveling
 KY0292.and adjusted by the National Geodetic Survey in June 1991..
 KY0292
 KY0292.The geoid height was determined by GEOID03.
 KY0292
 KY0292.The dynamic height is computed by dividing the NAVD 88
 KY0292.geopotential number by the normal gravity value computed on the
 KY0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0292.degrees latitude (g = 980.6199 gals.).
 KY0292
 KY0292.The modeled gravity was interpolated from observed gravity values.
 KY0292
 KY0292;                    North         East    Units  Estimated Accuracy
 KY0292;SPC PA S     -   132,020.      407,470.      MT  (+/- 180 meters Scaled)
 KY0292
 KY0292                          SUPERSEDED SURVEY CONTROL
 KY0292
 KY0292  NGVD 29 (??/??/92)  377.289  (m)         1237.82   (f) ADJ UNCH    2 0
 KY0292
 KY0292.Superseded values are not recommended for survey control.
 KY0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0292.See file dsdata.txt to determine how the superseded data were derived.
 KY0292
 KY0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE828837(NAD 83)
 KY0292_MARKER: DB = BENCH MARK DISK
 KY0292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0292_SP_SET: CATCH BASIN
 KY0292_STAMPING: D 254 1960
 KY0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0292
 KY0292  HISTORY     - Date     Condition        Report By
 KY0292  HISTORY     - 1960     MONUMENTED       CGS
 KY0292
 KY0292                          STATION DESCRIPTION
 KY0292
 KY0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0292'AT PITTSBURGH.
 KY0292'ON U.S. HIGHWAY 19 IN THE CITY OF PITTSBURGH-KEATING DISTRICT- SET
 KY0292'IN TOP CENTER OF THE BACKWALL OF A 3 FOOT BY 4 FOOT CONCRETE
 KY0292'CATCH BASIN, 80 YARDS SOUTHEAST ALONG U.S. HIGHWAY FROM THE
 KY0292'JUNCTION WITH WEST VIEW AVENUE, ALSO 80 YARDS SOUTHEAST ALONG
 KY0292'U.S. HIGHWAY FROM A ROAD LEADING TO ST. BENEDICTS ACADEMY, ABOUT
 KY0292'110 YARDS SOUTHEAST ALONG U.S. HIGHWAY 19 FROM WHERE THE STREET
 KY0292'CAR TRACKS CROSS U.S. 19, 29 FEET NORTHEAST OF THE CENTERLINE OF
 KY0292'U.S. 19 AND ABOUT 1 FOOT ABOVE THE HIGHWAY DRILLED IN HORIZONTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0290 ***********************************************************************
 KW0290  DESIGNATION -  D 256
 KW0290  PID         -  KW0290
 KW0290  STATE/COUNTY-  PA/SCHUYLKILL
 KW0290  USGS QUAD   -  MINERSVILLE (1976)
 KW0290
 KW0290                         *CURRENT SURVEY CONTROL
 KW0290  ___________________________________________________________________
 KW0290* NAD 83(1986)-  40 44 25.     (N)    076 19 06.     (W)     SCALED    
 KW0290* NAVD 88     -       420.625  (meters)    1380.00   (feet)  ADJUSTED  
 KW0290  ___________________________________________________________________
 KW0290  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 KW0290  DYNAMIC HT  -         420.423 (meters)    1379.34  (feet)  COMP
 KW0290  MODELED GRAV-     980,130.8   (mgal)                       NAVD 88
 KW0290
 KW0290  VERT ORDER  -  SECOND    CLASS 0
 KW0290
 KW0290.The horizontal coordinates were scaled from a topographic map and have
 KW0290.an estimated accuracy of +/- 6 seconds.
 KW0290
 KW0290.The orthometric height was determined by differential leveling
 KW0290.and adjusted by the National Geodetic Survey in June 1991..
 KW0290
 KW0290.The geoid height was determined by GEOID03.
 KW0290
 KW0290.The dynamic height is computed by dividing the NAVD 88
 KW0290.geopotential number by the normal gravity value computed on the
 KW0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0290.degrees latitude (g = 980.6199 gals.).
 KW0290
 KW0290.The modeled gravity was interpolated from observed gravity values.
 KW0290
 KW0290;                    North         East    Units  Estimated Accuracy
 KW0290;SPC PA S     -   157,200.      720,920.      MT  (+/- 180 meters Scaled)
 KW0290
 KW0290                          SUPERSEDED SURVEY CONTROL
 KW0290
 KW0290  NGVD 29 (??/??/??)  420.852  (m)         1380.75   (f) ADJUSTED    2 0
 KW0290
 KW0290.Superseded values are not recommended for survey control.
 KW0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0290.See file dsdata.txt to determine how the superseded data were derived.
 KW0290
 KW0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL886107(NAD 83)
 KW0290_MARKER: DB = BENCH MARK DISK
 KW0290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0290_SP_SET: CATCH BASIN
 KW0290_STAMPING: D 256 1960
 KW0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0290
 KW0290  HISTORY     - Date     Condition        Report By
 KW0290  HISTORY     - 1960     MONUMENTED       CGS
 KW0290  HISTORY     - 19970209 MARK NOT FOUND   USPSQD
 KW0290
 KW0290                          STATION DESCRIPTION
 KW0290
 KW0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0290'1.4 MI SE FROM GORDON.
 KW0290'ABOUT 0.1 MILE WEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 KW0290'IN GORDON, THENCE 1.3 MILES SOUTHEAST ALONG A NEW ASPHALT ROAD
 KW0290'LEADING UPHILL.  IT IS SET IN THE TOP OF THE LARGE CATCH BASIN,
 KW0290'14 FEET NORTHEAST OF THE CENTER OF THE ROAD, 9.2 FEET WEST OF A
 KW0290'6-INCH WILD CHERRY TREE AND ABOUT LEVEL WITH THE ROAD.
 KW0290
 KW0290                          STATION RECOVERY (1997)
 KW0290
 KW0290'RECOVERY NOTE BY US POWER SQUADRON 1997
 KW0290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2427 ***********************************************************************
 KV2427  DESIGNATION -  D 257
 KV2427  PID         -  KV2427
 KV2427  STATE/COUNTY-  PA/BERKS
 KV2427  USGS QUAD   -  READING (1983)
 KV2427
 KV2427                         *CURRENT SURVEY CONTROL
 KV2427  ___________________________________________________________________
 KV2427* NAD 83(1986)-  40 15 32.     (N)    075 54 44.     (W)     SCALED    
 KV2427* NAVD 88     -       100.302  (meters)     329.07   (feet)  ADJUSTED  
 KV2427  ___________________________________________________________________
 KV2427  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 KV2427  DYNAMIC HT  -         100.249 (meters)     328.90  (feet)  COMP
 KV2427  MODELED GRAV-     980,094.2   (mgal)                       NAVD 88
 KV2427
 KV2427  VERT ORDER  -  SECOND    CLASS 0
 KV2427
 KV2427.The horizontal coordinates were scaled from a topographic map and have
 KV2427.an estimated accuracy of +/- 6 seconds.
 KV2427
 KV2427.The orthometric height was determined by differential leveling
 KV2427.and adjusted by the National Geodetic Survey in June 1991..
 KV2427
 KV2427.The geoid height was determined by GEOID03.
 KV2427
 KV2427.The dynamic height is computed by dividing the NAVD 88
 KV2427.geopotential number by the normal gravity value computed on the
 KV2427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2427.degrees latitude (g = 980.6199 gals.).
 KV2427
 KV2427.The modeled gravity was interpolated from observed gravity values.
 KV2427
 KV2427;                    North         East    Units  Estimated Accuracy
 KV2427;SPC PA S     -   104,400.      756,320.      MT  (+/- 180 meters Scaled)
 KV2427
 KV2427                          SUPERSEDED SURVEY CONTROL
 KV2427
 KV2427  NGVD 29 (??/??/??)  100.543  (m)          329.86   (f) ADJUSTED    2 0
 KV2427
 KV2427.Superseded values are not recommended for survey control.
 KV2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2427.See file dsdata.txt to determine how the superseded data were derived.
 KV2427
 KV2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK224568(NAD 83)
 KV2427_MARKER: DB = BENCH MARK DISK
 KV2427_SETTING: 66 = SET IN ROCK OUTCROP
 KV2427_SP_SET: ROCK OUTCROP
 KV2427_STAMPING: D 257 1960
 KV2427_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV2427+STABILITY: POSITION/ELEVATION WELL
 KV2427
 KV2427  HISTORY     - Date     Condition        Report By
 KV2427  HISTORY     - 1960     MONUMENTED       CGS
 KV2427  HISTORY     - 19910713 MARK NOT FOUND   USPSQD
 KV2427
 KV2427                          STATION DESCRIPTION
 KV2427
 KV2427'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2427'5.2 MI S FROM READING.
 KV2427'ABOUT 5.2 MILES SOUTH ALONG U.S. HIGHWAY 122 FROM ITS
 KV2427'JUNCTION WITH U.S. HIGHWAY 222 AND STATE HIGHWAY 73 IN THE
 KV2427'SOUTH PART OF THE CITY OF READING, ABOUT MIDWAY BETWEEN TWO
 KV2427'ROADS LEADING TO GREEN HILLS LAKE, ON THE TOP OF A 2-BY-2-FOOT
 KV2427'OUTCROP WHICH PROJECTS 2 FEET ABOVE THE LEVEL OF THE GROUND,
 KV2427'22.3 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 95 1/2
 KV2427'FEET NORTHWEST OF POWER LINE POLE NO. 209, 80 YARDS SOUTHEAST
 KV2427'OF THE CENTER LINE OF THE NORTHWEST ROAD LEADING TO THE LAKE
 KV2427'AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 KV2427
 KV2427                          STATION RECOVERY (1991)
 KV2427
 KV2427'RECOVERY NOTE BY US POWER SQUADRON 1991 (MWD)
 KV2427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1264 ***********************************************************************
 KW1264  DESIGNATION -  D 258
 KW1264  PID         -  KW1264
 KW1264  STATE/COUNTY-  PA/LEBANON
 KW1264  USGS QUAD   -  INDIANTOWN GAP (1977)
 KW1264
 KW1264                         *CURRENT SURVEY CONTROL
 KW1264  ___________________________________________________________________
 KW1264* NAD 83(1986)-  40 24 44.     (N)    076 30 47.     (W)     SCALED    
 KW1264* NAVD 88     -       144.283  (meters)     473.37   (feet)  ADJUSTED  
 KW1264  ___________________________________________________________________
 KW1264  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 KW1264  DYNAMIC HT  -         144.210 (meters)     473.13  (feet)  COMP
 KW1264  MODELED GRAV-     980,114.1   (mgal)                       NAVD 88
 KW1264
 KW1264  VERT ORDER  -  SECOND    CLASS 0
 KW1264
 KW1264.The horizontal coordinates were scaled from a topographic map and have
 KW1264.an estimated accuracy of +/- 6 seconds.
 KW1264
 KW1264.The orthometric height was determined by differential leveling
 KW1264.and adjusted by the National Geodetic Survey in June 1991..
 KW1264
 KW1264.The geoid height was determined by GEOID03.
 KW1264
 KW1264.The dynamic height is computed by dividing the NAVD 88
 KW1264.geopotential number by the normal gravity value computed on the
 KW1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1264.degrees latitude (g = 980.6199 gals.).
 KW1264
 KW1264.The modeled gravity was interpolated from observed gravity values.
 KW1264
 KW1264;                    North         East    Units  Estimated Accuracy
 KW1264;SPC PA S     -   120,530.      704,980.      MT  (+/- 180 meters Scaled)
 KW1264
 KW1264                          SUPERSEDED SURVEY CONTROL
 KW1264
 KW1264  NGVD 29 (??/??/??)  144.489  (m)          474.04   (f) ADJUSTED    2 0
 KW1264
 KW1264.Superseded values are not recommended for survey control.
 KW1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1264.See file dsdata.txt to determine how the superseded data were derived.
 KW1264
 KW1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK716746(NAD 83)
 KW1264_MARKER: DB = BENCH MARK DISK
 KW1264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1264_SP_SET: CULVERT
 KW1264_STAMPING: D 258 1960
 KW1264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1264
 KW1264  HISTORY     - Date     Condition        Report By
 KW1264  HISTORY     - 1960     MONUMENTED       CGS
 KW1264
 KW1264                          STATION DESCRIPTION
 KW1264
 KW1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1264'0.8 MI W FROM JONESTOWN.
 KW1264'ABOUT 0.8 MILE WEST ALONG U.S. HIGHWAY 22 FROM THE INTERSECTION
 KW1264'OF STATE HIGHWAY 72 AT JONESTOWN, ABOUT 0.1 MILE WEST OF THE
 KW1264'CLOVER LEAF DINER, ON THE TOP OF THE CENTER OF THE NORTH CONCRETE
 KW1264'HEADWALL OF A 36-INCH PIPE CULVERT UNDER THE HIGHWAY, 35 FEET
 KW1264'NORTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET NORTHWEST OF A
 KW1264'METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0593 ***********************************************************************
 KW0593  DESIGNATION -  D 259 RESET 1970
 KW0593  PID         -  KW0593
 KW0593  STATE/COUNTY-  PA/BERKS
 KW0593  USGS QUAD   -  BERNVILLE (1992)
 KW0593
 KW0593                         *CURRENT SURVEY CONTROL
 KW0593  ___________________________________________________________________
 KW0593* NAD 83(1986)-  40 29 23.     (N)    076 05 57.     (W)     SCALED    
 KW0593* NAVD 88     -       163.84   (+/-2cm)     537.5    (feet)  VERTCON   
 KW0593  ___________________________________________________________________
 KW0593  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 KW0593
 KW0593  VERT ORDER  -  THIRD (See Below)
 KW0593
 KW0593.The horizontal coordinates were scaled from a topographic map and have
 KW0593.an estimated accuracy of +/- 6 seconds.
 KW0593
 KW0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW0593.The vertical order pertains to the NGVD 29 superseded value.
 KW0593
 KW0593.The geoid height was determined by GEOID03.
 KW0593
 KW0593;                    North         East    Units  Estimated Accuracy
 KW0593;SPC PA S     -   129,710.      739,950.      MT  (+/- 180 meters Scaled)
 KW0593
 KW0593                          SUPERSEDED SURVEY CONTROL
 KW0593
 KW0593  NGVD 29 (??/??/??)  164.05   (m)          538.2    (f) RESET       3  
 KW0593
 KW0593.Superseded values are not recommended for survey control.
 KW0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0593.See file dsdata.txt to determine how the superseded data were derived.
 KW0593
 KW0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK068826(NAD 83)
 KW0593_MARKER: DB = BENCH MARK DISK
 KW0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0593_STAMPING: D 259 RESET 1970
 KW0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0593+STABILITY: SURFACE MOTION
 KW0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0593+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2002
 KW0593
 KW0593  HISTORY     - Date     Condition        Report By
 KW0593  HISTORY     - 1970     MONUMENTED       NGS
 KW0593  HISTORY     - 20021114 GOOD             USPSQD
 KW0593
 KW0593                          STATION DESCRIPTION
 KW0593
 KW0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KW0593'1.8 MI S FROM SHARTLESVILLE.
 KW0593'FROM THE EAST SIDE OF THE SHARTLESVILLE HOTEL IN SHARTLESVILLE, GO
 KW0593'SOUTH ON MACADAM ROAD FOR 0.7 MILE TO A FORK, TAKE LEFT FORK,
 KW0593'UPHILL, AND CONTINUE SOUTH ON MACADAM ROAD FOR 1.1 MILES TO A
 KW0593'ROAD RIGHT AT AN APPLE ORCHARD ON RIGHT AND STATION ON BANK ON
 KW0593'LEFT.  IT IS 45 FEET EAST OF CENTER OF INTERSECTION OF ROAD
 KW0593'JUNCTION, 20 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH ROAD, 3.5
 KW0593'FEET SOUTH OF UTILITY POLE NO. ME-FF 1128, AND 1.5 FEET NORTHWEST
 KW0593'OF A METAL WITNESS POST AND SIGN.  THE DISK IS SET IN THE TOP OF
 KW0593'A ROUND CONCRETE MONUMENT PROJECTING ABOUT 4-INCHES, IN ABOUT 5
 KW0593'FEET ABOVE THE LEVEL OF THE ROAD.  THE DISK IS STAMPED D 259
 KW0593'RESET 1970.
 KW0593
 KW0593                          STATION RECOVERY (2002)
 KW0593
 KW0593'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW0593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0130 ***********************************************************************
 MA0130  DESIGNATION -  D 26
 MA0130  PID         -  MA0130
 MA0130  STATE/COUNTY-  PA/CAMERON
 MA0130  USGS QUAD   -  EMPORIUM (1983)
 MA0130
 MA0130                         *CURRENT SURVEY CONTROL
 MA0130  ___________________________________________________________________
 MA0130* NAD 83(1986)-  41 30 35.     (N)    078 14 41.     (W)     SCALED    
 MA0130* NAVD 88     -       316.407  (meters)    1038.08   (feet)  ADJUSTED  
 MA0130  ___________________________________________________________________
 MA0130  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 MA0130  DYNAMIC HT  -         316.272 (meters)    1037.64  (feet)  COMP
 MA0130  MODELED GRAV-     980,188.7   (mgal)                       NAVD 88
 MA0130
 MA0130  VERT ORDER  -  SECOND    CLASS 0
 MA0130
 MA0130.The horizontal coordinates were scaled from a topographic map and have
 MA0130.an estimated accuracy of +/- 6 seconds.
 MA0130
 MA0130.The orthometric height was determined by differential leveling
 MA0130.and adjusted by the National Geodetic Survey in June 1991..
 MA0130
 MA0130.The geoid height was determined by GEOID03.
 MA0130
 MA0130.The dynamic height is computed by dividing the NAVD 88
 MA0130.geopotential number by the normal gravity value computed on the
 MA0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0130.degrees latitude (g = 980.6199 gals.).
 MA0130
 MA0130.The modeled gravity was interpolated from observed gravity values.
 MA0130
 MA0130;                    North         East    Units  Estimated Accuracy
 MA0130;SPC PA N     -   149,270.      558,700.      MT  (+/- 180 meters Scaled)
 MA0130
 MA0130                          SUPERSEDED SURVEY CONTROL
 MA0130
 MA0130  NGVD 29 (??/??/92)  316.568  (m)         1038.61   (f) ADJ UNCH    2 0
 MA0130
 MA0130.Superseded values are not recommended for survey control.
 MA0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0130.See file dsdata.txt to determine how the superseded data were derived.
 MA0130
 MA0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF299990(NAD 83)
 MA0130_MARKER: DB = BENCH MARK DISK
 MA0130_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0130_SP_SET: ABUTMENT
 MA0130_STAMPING: D 26 1934
 MA0130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0130
 MA0130  HISTORY     - Date     Condition        Report By
 MA0130  HISTORY     - 1934     MONUMENTED       CGS
 MA0130  HISTORY     - 1980     GOOD             LOCSUR
 MA0130
 MA0130                          STATION DESCRIPTION
 MA0130
 MA0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0130'AT EMPORIUM.
 MA0130'ON THE PENNSYLVANIA RAILROAD, ABOUT 600 FEET WEST OF THE SYLVANIA
 MA0130'RADIO TUBE FACTORY, AT BRIDGE 148.77, IN THE TOP OF THE SOUTH END
 MA0130'OF THE EAST STONE ABUTMENT, 8 FEET SOUTH OF THE CENTERLINE OF
 MA0130'THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.
 MA0130
 MA0130                          STATION RECOVERY (1980)
 MA0130
 MA0130'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 MA0130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2599 ***********************************************************************
 KV2599  DESIGNATION -  D 260 PADH
 KV2599  PID         -  KV2599
 KV2599  STATE/COUNTY-  PA/LEHIGH
 KV2599  USGS QUAD   -  TOPTON (1992)
 KV2599
 KV2599                         *CURRENT SURVEY CONTROL
 KV2599  ___________________________________________________________________
 KV2599* NAD 83(1986)-  40 34 47.     (N)    075 42 29.     (W)     SCALED    
 KV2599* NAVD 88     -       216.739  (meters)     711.08   (feet)  ADJUSTED  
 KV2599  ___________________________________________________________________
 KV2599  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 KV2599  DYNAMIC HT  -         216.630 (meters)     710.73  (feet)  COMP
 KV2599  MODELED GRAV-     980,119.1   (mgal)                       NAVD 88
 KV2599
 KV2599  VERT ORDER  -  SECOND    CLASS 0
 KV2599
 KV2599.The horizontal coordinates were scaled from a topographic map and have
 KV2599.an estimated accuracy of +/- 6 seconds.
 KV2599
 KV2599.The orthometric height was determined by differential leveling
 KV2599.and adjusted by the National Geodetic Survey in June 1991..
 KV2599
 KV2599.The geoid height was determined by GEOID03.
 KV2599
 KV2599.The dynamic height is computed by dividing the NAVD 88
 KV2599.geopotential number by the normal gravity value computed on the
 KV2599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2599.degrees latitude (g = 980.6199 gals.).
 KV2599
 KV2599.The modeled gravity was interpolated from observed gravity values.
 KV2599
 KV2599;                    North         East    Units  Estimated Accuracy
 KV2599;SPC PA S     -   140,390.      772,860.      MT  (+/- 180 meters Scaled)
 KV2599
 KV2599                          SUPERSEDED SURVEY CONTROL
 KV2599
 KV2599  NGVD 29 (??/??/??)  216.938  (m)          711.74   (f) ADJUSTED    2 0
 KV2599
 KV2599.Superseded values are not recommended for survey control.
 KV2599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2599.See file dsdata.txt to determine how the superseded data were derived.
 KV2599
 KV2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK400923(NAD 83)
 KV2599_MARKER: DD = SURVEY DISK
 KV2599_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2599_SP_SET: BRIDGE
 KV2599_STAMPING: D 260
 KV2599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2599
 KV2599  HISTORY     - Date     Condition        Report By
 KV2599  HISTORY     - 1960     MONUMENTED       PADH
 KV2599  HISTORY     - 1960     GOOD             CGS
 KV2599  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV2599
 KV2599                          STATION DESCRIPTION
 KV2599
 KV2599'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2599'1 MI E FROM NEW SMITHVILLE.
 KV2599'1.0 MILE EAST ALONG OLD U.S. HIGHWAY 22 FROM THE POST OFFICE
 KV2599'AT NEW SMITHVILLE, AT THE NEW SMITHVILLE INTERCHANGE, ON THE TOP
 KV2599'OF THE SOUTH END OF THE EAST CONCRETE GUARD RAIL OF THE LARGE
 KV2599'COUNTY ROAD NO 39066 BRIDGE OVER U.S. HIGHWAY 22, 20.2 FEET EAST
 KV2599'OF THE CENTER LINE OF THE COUNTY ROAD, 3 FEET NORTH OF THE SOUTH
 KV2599'END OF THE GUARD RAIL AND 2 FEET ABOVE THE LEVEL OF THE BRIDGE.
 KV2599
 KV2599                          STATION RECOVERY (1990)
 KV2599
 KV2599'RECOVERY NOTE BY US POWER SQUADRON 1990 (MWD)
 KV2599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1918 ***********************************************************************
 KV1918  DESIGNATION -  D 263
 KV1918  PID         -  KV1918
 KV1918  STATE/COUNTY-  PA/PHILADELPHIA
 KV1918  USGS QUAD   -  FRANKFORD (1997)
 KV1918
 KV1918                         *CURRENT SURVEY CONTROL
 KV1918  ___________________________________________________________________
 KV1918* NAD 83(1986)-  40 06 34.     (N)    075 02 30.     (W)     SCALED    
 KV1918* NAVD 88     -        73.335  (meters)     240.60   (feet)  ADJUSTED  
 KV1918  ___________________________________________________________________
 KV1918  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KV1918  DYNAMIC HT  -          73.301 (meters)     240.49  (feet)  COMP
 KV1918  MODELED GRAV-     980,163.7   (mgal)                       NAVD 88
 KV1918
 KV1918  VERT ORDER  -  SECOND    CLASS 0
 KV1918
 KV1918.The horizontal coordinates were scaled from a topographic map and have
 KV1918.an estimated accuracy of +/- 6 seconds.
 KV1918
 KV1918.The orthometric height was determined by differential leveling
 KV1918.and adjusted by the National Geodetic Survey in June 1991..
 KV1918
 KV1918.The geoid height was determined by GEOID03.
 KV1918
 KV1918.The dynamic height is computed by dividing the NAVD 88
 KV1918.geopotential number by the normal gravity value computed on the
 KV1918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1918.degrees latitude (g = 980.6199 gals.).
 KV1918
 KV1918.The modeled gravity was interpolated from observed gravity values.
 KV1918
 KV1918;                    North         East    Units  Estimated Accuracy
 KV1918;SPC PA S     -    89,720.      830,860.      MT  (+/- 180 meters Scaled)
 KV1918
 KV1918                          SUPERSEDED SURVEY CONTROL
 KV1918
 KV1918  NGVD 29 (??/??/??)   73.641  (m)          241.60   (f) ADJUSTED    2 0
 KV1918
 KV1918.Superseded values are not recommended for survey control.
 KV1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1918.See file dsdata.txt to determine how the superseded data were derived.
 KV1918
 KV1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK964399(NAD 83)
 KV1918_MARKER: DB = BENCH MARK DISK
 KV1918_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1918_SP_SET: TUNNEL COPING
 KV1918_STAMPING: D 263 1962
 KV1918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1918
 KV1918  HISTORY     - Date     Condition        Report By
 KV1918  HISTORY     - 1962     MONUMENTED       CGS
 KV1918
 KV1918                          STATION DESCRIPTION
 KV1918
 KV1918'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KV1918'1.6 MI E FROM HUNTINGDON VALLEY.
 KV1918'TO REACH THIS MARK FROM THE INTERSECTION OF HUNTINGTON PIKE AND
 KV1918'RED LION RD., IN HUNTINGTON VALLEY, PROCEED 1.35 MILE EAST ON
 KV1918'RED LION RD. TO WEST GATE OF BUDD CO., THEN PROCEED NORTH
 KV1918'THROUGH THE GATE 0.05 MILE TO INTERSECTION WITH EAST-WEST ROAD.
 KV1918'TURN RIGHT AND PROCEED 0.2 MILE EAST TO EAST TUNNEL.  THE MARK
 KV1918'IS 3.0 FT. SOUTH OF THE NORTHEAST CORNER OF THE TUNNEL.  THE
 KV1918'DISK IS SET FLUSH WITH THE TUNNEL COPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2116 ***********************************************************************
 KW2116  DESIGNATION -  D 264
 KW2116  PID         -  KW2116
 KW2116  STATE/COUNTY-  PA/CUMBERLAND
 KW2116  USGS QUAD   -  CARLISLE (1984)
 KW2116
 KW2116                         *CURRENT SURVEY CONTROL
 KW2116  ___________________________________________________________________
 KW2116* NAD 83(1986)-  40 11 05.     (N)    077 13 14.     (W)     SCALED    
 KW2116* NAVD 88     -       152.890  (meters)     501.61   (feet)  ADJUSTED  
 KW2116  ___________________________________________________________________
 KW2116  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 KW2116  DYNAMIC HT  -         152.811 (meters)     501.35  (feet)  COMP
 KW2116  MODELED GRAV-     980,107.8   (mgal)                       NAVD 88
 KW2116
 KW2116  VERT ORDER  -  FIRST     CLASS II
 KW2116
 KW2116.The horizontal coordinates were scaled from a topographic map and have
 KW2116.an estimated accuracy of +/- 6 seconds.
 KW2116
 KW2116.The orthometric height was determined by differential leveling
 KW2116.and adjusted by the National Geodetic Survey in June 1991..
 KW2116
 KW2116.The geoid height was determined by GEOID03.
 KW2116
 KW2116.The dynamic height is computed by dividing the NAVD 88
 KW2116.geopotential number by the normal gravity value computed on the
 KW2116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2116.degrees latitude (g = 980.6199 gals.).
 KW2116
 KW2116.The modeled gravity was interpolated from observed gravity values.
 KW2116
 KW2116;                    North         East    Units  Estimated Accuracy
 KW2116;SPC PA S     -    94,670.      645,090.      MT  (+/- 180 meters Scaled)
 KW2116
 KW2116                          SUPERSEDED SURVEY CONTROL
 KW2116
 KW2116  NGVD 29 (??/??/??)  153.106  (m)          502.32   (f) ADJUSTED    1 2
 KW2116
 KW2116.Superseded values are not recommended for survey control.
 KW2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2116.See file dsdata.txt to determine how the superseded data were derived.
 KW2116
 KW2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK109506(NAD 83)
 KW2116_MARKER: DB = BENCH MARK DISK
 KW2116_SETTING: 80 = SET IN A BOULDER
 KW2116_SP_SET: BOULDER
 KW2116_STAMPING: D 264 1960
 KW2116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2116+STABILITY: SURFACE MOTION
 KW2116
 KW2116  HISTORY     - Date     Condition        Report By
 KW2116  HISTORY     - 1960     MONUMENTED       CGS
 KW2116  HISTORY     - 1979     GOOD             NGS
 KW2116  HISTORY     - 19891219 MARK NOT FOUND   LOCSUR
 KW2116
 KW2116                          STATION DESCRIPTION
 KW2116
 KW2116'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2116'2 MI SW FROM CARLISLE.
 KW2116'ABOUT 0.55 MILE SOUTH OF THE JUNCTION OF COLLEGE STREET AND
 KW2116'U.S. HIGHWAY 11, THENCE 0.95 MILE WEST AND SOUTHWEST ON STATE
 KW2116'HIGHWAY 33 AND WALNUT BOTTOM ROAD, THENCE 0.55 MILE NORTHWEST
 KW2116'AND WEST ON COUNTY ROUTE 469, 61 FEET EAST OF TELEPHONE POLE
 KW2116'NO. 13 WITH A GUY WIRE, 15 FEET NORTH OF A COUNTY ROUTE 469.
 KW2116'IT IS SET IN THE TOP OF A 4 BY 2 FOOT BOULDER WHICH PROJECTS
 KW2116'ABOUT 1.5 FEET ABOVE THE LEVEL OF THE ROAD.
 KW2116
 KW2116                          STATION RECOVERY (1979)
 KW2116
 KW2116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2116'RECOVERED IN GOOD CONDITION.
 KW2116
 KW2116                          STATION RECOVERY (1989)
 KW2116
 KW2116'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (CF)
 KW2116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0143 ***********************************************************************
 JW0143  DESIGNATION -  D 265
 JW0143  PID         -  JW0143
 JW0143  STATE/COUNTY-  PA/BEDFORD
 JW0143  USGS QUAD   -  BREEZEWOOD (1982)
 JW0143
 JW0143                         *CURRENT SURVEY CONTROL
 JW0143  ___________________________________________________________________
 JW0143* NAD 83(1986)-  39 57 47.     (N)    078 14 51.     (W)     SCALED    
 JW0143* NAVD 88     -       394.022  (meters)    1292.72   (feet)  ADJUSTED  
 JW0143  ___________________________________________________________________
 JW0143  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 JW0143  DYNAMIC HT  -         393.791 (meters)    1291.96  (feet)  COMP
 JW0143  MODELED GRAV-     980,029.4   (mgal)                       NAVD 88
 JW0143
 JW0143  VERT ORDER  -  SECOND    CLASS 0
 JW0143
 JW0143.The horizontal coordinates were scaled from a topographic map and have
 JW0143.an estimated accuracy of +/- 6 seconds.
 JW0143
 JW0143.The orthometric height was determined by differential leveling
 JW0143.and adjusted by the National Geodetic Survey in June 1991..
 JW0143
 JW0143.The geoid height was determined by GEOID03.
 JW0143
 JW0143.The dynamic height is computed by dividing the NAVD 88
 JW0143.geopotential number by the normal gravity value computed on the
 JW0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0143.degrees latitude (g = 980.6199 gals.).
 JW0143
 JW0143.The modeled gravity was interpolated from observed gravity values.
 JW0143
 JW0143;                    North         East    Units  Estimated Accuracy
 JW0143;SPC PA S     -    70,040.      557,490.      MT  (+/- 180 meters Scaled)
 JW0143
 JW0143                          SUPERSEDED SURVEY CONTROL
 JW0143
 JW0143  NGVD 29 (??/??/92)  394.196  (m)         1293.29   (f) ADJ UNCH    2 0
 JW0143
 JW0143.Superseded values are not recommended for survey control.
 JW0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0143.See file dsdata.txt to determine how the superseded data were derived.
 JW0143
 JW0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE350272(NAD 83)
 JW0143_MARKER: DB = BENCH MARK DISK
 JW0143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0143_SP_SET: CULVERT
 JW0143_STAMPING: D 265 1960
 JW0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0143
 JW0143  HISTORY     - Date     Condition        Report By
 JW0143  HISTORY     - 1960     MONUMENTED       CGS
 JW0143
 JW0143                          STATION DESCRIPTION
 JW0143
 JW0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JW0143'2.6 MI S FROM BREEZEWOOD.
 JW0143'ABOUT 2.65 MILE SOUTH ALONG STATE HY. 126 FROM THE JUNCTION OF
 JW0143'U.S. HY. 30 AND STATE HY. 126 IN BREEZEWOOD, STANDARD BENCH MARK
 JW0143'DISK DRILLED IN HORIZONTAL IN THE NORTH END OF CONCRETE CULVERT
 JW0143'(DRAIN), 21 FEET NORTH EAST OF THE CENTERLINE OF HY. 126,
 JW0143'APPROXIMATELY 10 FEET SOUTH WEST OF HIGH ROCK CUT BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3279 ***********************************************************************
 JV3279  DESIGNATION -  D 265 X
 JV3279  PID         -  JV3279
 JV3279  STATE/COUNTY-  PA/FRANKLIN
 JV3279  USGS QUAD   -  SCOTLAND (1990)
 JV3279
 JV3279                         *CURRENT SURVEY CONTROL
 JV3279  ___________________________________________________________________
 JV3279* NAD 83(1986)-  39 56 41.     (N)    077 34 58.     (W)     SCALED    
 JV3279* NAVD 88     -       216.274  (meters)     709.56   (feet)  ADJUSTED  
 JV3279  ___________________________________________________________________
 JV3279  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 JV3279  DYNAMIC HT  -         216.149 (meters)     709.15  (feet)  COMP
 JV3279  MODELED GRAV-     980,042.8   (mgal)                       NAVD 88
 JV3279
 JV3279  VERT ORDER  -  SECOND    CLASS 0
 JV3279
 JV3279.The horizontal coordinates were scaled from a topographic map and have
 JV3279.an estimated accuracy of +/- 6 seconds.
 JV3279
 JV3279.The orthometric height was determined by differential leveling
 JV3279.and adjusted by the National Geodetic Survey in June 1991..
 JV3279
 JV3279.The geoid height was determined by GEOID03.
 JV3279
 JV3279.The dynamic height is computed by dividing the NAVD 88
 JV3279.geopotential number by the normal gravity value computed on the
 JV3279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3279.degrees latitude (g = 980.6199 gals.).
 JV3279
 JV3279.The modeled gravity was interpolated from observed gravity values.
 JV3279
 JV3279;                    North         East    Units  Estimated Accuracy
 JV3279;SPC PA S     -    67,900.      614,290.      MT  (+/- 180 meters Scaled)
 JV3279
 JV3279                          SUPERSEDED SURVEY CONTROL
 JV3279
 JV3279  NGVD 29 (??/??/??)  216.453  (m)          710.15   (f) ADJUSTED    2 0
 JV3279
 JV3279.Superseded values are not recommended for survey control.
 JV3279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3279.See file dsdata.txt to determine how the superseded data were derived.
 JV3279
 JV3279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK793248(NAD 83)
 JV3279_MARKER: DB = BENCH MARK DISK
 JV3279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV3279_SP_SET: CULVERT
 JV3279_STAMPING: D 265X 1960
 JV3279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV3279
 JV3279  HISTORY     - Date     Condition        Report By
 JV3279  HISTORY     - 1960     MONUMENTED       CGS
 JV3279  HISTORY     - 19901029 MARK NOT FOUND   USGS
 JV3279
 JV3279                          STATION DESCRIPTION
 JV3279
 JV3279'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JV3279'1.8 MI SW FROM SCOTLAND.
 JV3279'ABOUT 0.15 MILE NORTH WEST ALONG STATE HY. 696-997 FROM THE
 JV3279'JUNCTION OF 696 AND 997 IN THE SOUTH EDGE OF SCOTLAND TO SIDE
 JV3279'ROAD LEFT (COUNTY RD. 606) CONTINUE 1.65 MILE ON COUNTY RD 606,
 JV3279'STANDARD BENCH MARK DISK DRILLED IN HORIZONTAL IN V SHAPED
 JV3279'CONCRETE CULVERT, 12 FEET EAST OF THE CENTERLINE OF 606, 26 FEET
 JV3279'NORTH OF T JUNCTION ROADS, 10 FEET WEST OF POWER POLE NO. 30,
 JV3279'28 FEET SOUTH OF THE SOUTH WEST CORNER OF WHITE BRICK TWO-STORY
 JV3279'HOUSE.
 JV3279
 JV3279                          STATION RECOVERY (1990)
 JV3279
 JV3279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (BJS)
 JV3279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3305 ***********************************************************************
 JV3305  DESIGNATION -  D 266
 JV3305  PID         -  JV3305
 JV3305  STATE/COUNTY-  PA/FRANKLIN
 JV3305  USGS QUAD   -  GREENCASTLE (1990)
 JV3305
 JV3305                         *CURRENT SURVEY CONTROL
 JV3305  ___________________________________________________________________
 JV3305* NAD 83(1986)-  39 50 04.     (N)    077 41 53.     (W)     SCALED    
 JV3305* NAVD 88     -       196.258  (meters)     643.89   (feet)  ADJUSTED  
 JV3305  ___________________________________________________________________
 JV3305  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 JV3305  DYNAMIC HT  -         196.145 (meters)     643.52  (feet)  COMP
 JV3305  MODELED GRAV-     980,045.6   (mgal)                       NAVD 88
 JV3305  OBS GRAVITY -     980,043.5   (mgal)                       GRAV_OBS
 JV3305
 JV3305  VERT ORDER  -  FIRST     CLASS II
 JV3305
 JV3305.The horizontal coordinates were scaled from a topographic map and have
 JV3305.an estimated accuracy of +/- 6 seconds.
 JV3305
 JV3305.The orthometric height was determined by differential leveling
 JV3305.and adjusted by the National Geodetic Survey in June 1991..
 JV3305
 JV3305.The geoid height was determined by GEOID03.
 JV3305
 JV3305.The dynamic height is computed by dividing the NAVD 88
 JV3305.geopotential number by the normal gravity value computed on the
 JV3305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3305.degrees latitude (g = 980.6199 gals.).
 JV3305
 JV3305.The modeled gravity was interpolated from observed gravity values.
 JV3305.The observed gravity was obtained from relative gravimeter ties
 JV3305.to the IGSN71 gravity network.
 JV3305
 JV3305;                    North         East    Units  Estimated Accuracy
 JV3305;SPC PA S     -    55,640.      604,450.      MT  (+/- 180 meters Scaled)
 JV3305
 JV3305                          SUPERSEDED SURVEY CONTROL
 JV3305
 JV3305  NGVD 29 (??/??/??)  196.446  (m)          644.51   (f) ADJUSTED    1 2
 JV3305
 JV3305.Superseded values are not recommended for survey control.
 JV3305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3305.See file dsdata.txt to determine how the superseded data were derived.
 JV3305
 JV3305_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK691128(NAD 83)
 JV3305_MARKER: DB = BENCH MARK DISK
 JV3305_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JV3305_SP_SET: UNSPECIFIED ROCK
 JV3305_STAMPING: D 266 1960
 JV3305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3305
 JV3305  HISTORY     - Date     Condition        Report By
 JV3305  HISTORY     - 1960     MONUMENTED       CGS
 JV3305  HISTORY     - 1979     GOOD             NGS
 JV3305
 JV3305                          STATION DESCRIPTION
 JV3305
 JV3305'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JV3305'3.2 MI S FROM MARION.
 JV3305'ABOUT 1.5 MILE EAST ALONG COUNTY RD. A 230 FROM THE JUNCTION OF
 JV3305'U.S. 11 AND A 230 IN MARION TO THE JUNCTION OF COUNTY ROADS
 JV3305'A 230 AND 28049 THENCE SOUTH WEST ON 28049 FOR 1.7 MILE, STANDARD
 JV3305'BENCH MARK DISK DRILLED IN HORIZONTAL IN A 4 FOOT BY 4 FOOT
 JV3305'ROCK PROJECTING ABOUT 4 INCHES ABOVE THE GROUND, 16 FEET SOUTH
 JV3305'EAST OF THE CENTERLINE OF THE ROAD, 10 FEET SOUTH WEST OF THE
 JV3305'CENTER OF DRIVEWAY, 48 FEET SOUTH WEST OF THE SOUTH WEST CORNER
 JV3305'OF BRICK HOUSE, 15 FEET NORTH EAST OF THE SOUTH WEST CORNER
 JV3305'OF LAWN.
 JV3305
 JV3305                          STATION RECOVERY (1979)
 JV3305
 JV3305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV3305'0.35 MILE EAST ALONG COLORADO STREET FROM THE POST OFFICE AT MARION,
 JV3305'THENCE 0.05 MILE SOUTH ALONG COLORADO EXTENSION, THENCE 0.15 MILE
 JV3305'EAST ALONG KENNEDY STREET, THENCE 1.7 MILES SOUTHEAST ALONG MURRY ROAD
 JV3305'TO THE MARK ON THE LEFT, IN A 4 FOOT BY 4 FOOT ROCK PROJECTING ABOUT
 JV3305'4 INCHES ABOVE THE GROUND, 16 FEET SOUTHEAST OF CENTER LINE OF THE
 JV3305'ROAD 10 FEET SOUTHWEST OF DRIVEWAY, 48 FEET SOUTHWEST OF THE SOUTHWEST
 JV3305'CORNER OF A BRICK HOUSE, 15 FEET NORTHEAST OF THE SOUTHWEST CORNER OF
 JV3305'LAWN.
 JV3305'THE MARK IS 2 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2667 ***********************************************************************
 KV2667  DESIGNATION -  D 267 PADH
 KV2667  PID         -  KV2667
 KV2667  STATE/COUNTY-  PA/LEHIGH
 KV2667  USGS QUAD   -  ALLENTOWN WEST (1992)
 KV2667
 KV2667                         *CURRENT SURVEY CONTROL
 KV2667  ___________________________________________________________________
 KV2667* NAD 83(1986)-  40 36 36.     (N)    075 31 30.     (W)     SCALED    
 KV2667* NAVD 88     -       121.908  (meters)     399.96   (feet)  ADJUSTED  
 KV2667  ___________________________________________________________________
 KV2667  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 KV2667  DYNAMIC HT  -         121.848 (meters)     399.76  (feet)  COMP
 KV2667  MODELED GRAV-     980,129.1   (mgal)                       NAVD 88
 KV2667
 KV2667  VERT ORDER  -  SECOND    CLASS 0
 KV2667
 KV2667.The horizontal coordinates were scaled from a topographic map and have
 KV2667.an estimated accuracy of +/- 6 seconds.
 KV2667
 KV2667.The orthometric height was determined by differential leveling
 KV2667.and adjusted by the National Geodetic Survey in June 1991..
 KV2667
 KV2667.The geoid height was determined by GEOID03.
 KV2667
 KV2667.The dynamic height is computed by dividing the NAVD 88
 KV2667.geopotential number by the normal gravity value computed on the
 KV2667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2667.degrees latitude (g = 980.6199 gals.).
 KV2667
 KV2667.The modeled gravity was interpolated from observed gravity values.
 KV2667
 KV2667;                    North         East    Units  Estimated Accuracy
 KV2667;SPC PA S     -   144,130.      788,270.      MT  (+/- 180 meters Scaled)
 KV2667
 KV2667                          SUPERSEDED SURVEY CONTROL
 KV2667
 KV2667  NGVD 29 (??/??/??)  122.120  (m)          400.66   (f) ADJUSTED    2 0
 KV2667
 KV2667.Superseded values are not recommended for survey control.
 KV2667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2667.See file dsdata.txt to determine how the superseded data were derived.
 KV2667
 KV2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK555955(NAD 83)
 KV2667_MARKER: DD = SURVEY DISK
 KV2667_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2667_SP_SET: BRIDGE SEAT
 KV2667_STAMPING: D 267
 KV2667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2667
 KV2667  HISTORY     - Date     Condition        Report By
 KV2667  HISTORY     - 1960     MONUMENTED       PADH
 KV2667  HISTORY     - 1960     GOOD             CGS
 KV2667  HISTORY     - 19950408 GOOD             USPSQD
 KV2667
 KV2667                          STATION DESCRIPTION
 KV2667
 KV2667'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2667'2 MI E FROM ALLENTOWN.
 KV2667'2.0 MILES EAST ALONG U.S. HIGHWAY 22 FROM ITS INTERSECTION WITH
 KV2667'U.S. HIGHWAY 309, 222 AND STATE HIGHWAY 29 NEAR THE NORTHWEST
 KV2667'PART OF THE CITY OF ALLENTOWN, ON THE TOP OF THE SOUTH END OF
 KV2667'THE WEST CONCRETE BRIDGE SEAT OF A 150-FEET LONG CONCRETE BRIDGE
 KV2667'OVER AN ASPHALT ROAD, 22.5 FEET SOUTH OF THE CENTERLINE OF THE
 KV2667'EAST BOUND LANE OF THE HIGHWAY, 6.2 FEET EAST OF THE WEST END OF
 KV2667'THE BRIDGE, 2.3 FEET BELOW THE TOP OF THE BRIDGE CURBING AND 2
 KV2667'FEET BELOW THE LEVEL OF THE HIGHWAY.
 KV2667
 KV2667                          STATION RECOVERY (1995)
 KV2667
 KV2667'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV2667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1745 ***********************************************************************
 KV1745  DESIGNATION -  D 268
 KV1745  PID         -  KV1745
 KV1745  STATE/COUNTY-  PA/LEHIGH
 KV1745  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV1745
 KV1745                         *CURRENT SURVEY CONTROL
 KV1745  ___________________________________________________________________
 KV1745* NAD 83(1986)-  40 33 20.     (N)    075 24 41.     (W)     SCALED    
 KV1745* NAVD 88     -       121.193  (meters)     397.61   (feet)  ADJUSTED  
 KV1745  ___________________________________________________________________
 KV1745  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 KV1745  DYNAMIC HT  -         121.133 (meters)     397.42  (feet)  COMP
 KV1745  MODELED GRAV-     980,128.1   (mgal)                       NAVD 88
 KV1745
 KV1745  VERT ORDER  -  SECOND    CLASS 0
 KV1745
 KV1745.The horizontal coordinates were scaled from a topographic map and have
 KV1745.an estimated accuracy of +/- 6 seconds.
 KV1745
 KV1745.The orthometric height was determined by differential leveling
 KV1745.and adjusted by the National Geodetic Survey in June 1991..
 KV1745
 KV1745.The geoid height was determined by GEOID03.
 KV1745
 KV1745.The dynamic height is computed by dividing the NAVD 88
 KV1745.geopotential number by the normal gravity value computed on the
 KV1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1745.degrees latitude (g = 980.6199 gals.).
 KV1745
 KV1745.The modeled gravity was interpolated from observed gravity values.
 KV1745
 KV1745;                    North         East    Units  Estimated Accuracy
 KV1745;SPC PA S     -   138,330.      798,040.      MT  (+/- 180 meters Scaled)
 KV1745
 KV1745                          SUPERSEDED SURVEY CONTROL
 KV1745
 KV1745  NGVD 29 (??/??/??)  121.410  (m)          398.33   (f) ADJUSTED    2 0
 KV1745
 KV1745.Superseded values are not recommended for survey control.
 KV1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1745.See file dsdata.txt to determine how the superseded data were derived.
 KV1745
 KV1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK651895(NAD 83)
 KV1745_MARKER: DB = BENCH MARK DISK
 KV1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1745_STAMPING: D 268 1960
 KV1745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1745+STABILITY: SURFACE MOTION
 KV1745
 KV1745  HISTORY     - Date     Condition        Report By
 KV1745  HISTORY     - 1960     MONUMENTED       CGS
 KV1745  HISTORY     - 1964     GOOD             CGS
 KV1745  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 KV1745  HISTORY     - 19991209 MARK NOT FOUND   USPSQD
 KV1745
 KV1745                          STATION DESCRIPTION
 KV1745
 KV1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV1745'1 MI W FROM FRIENDSVILLE.
 KV1745'3.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 309 FROM THE INTERSECTION
 KV1745'OF LEHIGH STREET, ALLENTOWN AND EMMAUS EXIT WITH U.S. HIGHWAY
 KV1745'309 AT THE NORTH EDGE OF EMMAUS TO THE INTERSECTION OF COUNTY
 KV1745'HIGHWAY 39002, THENCE EAST ALONG COUNTY HIGHWAY 39002 FOR 1.0
 KV1745'MILE, 38.4 FEET NORTH-NORTHWEST OF THE CENTER OF AN INTERSECTION
 KV1745'OF A GRAVELED ROAD LEADING SOUTH FROM COUNTY HIGHWAY 39002,
 KV1745'16.0 FEET NORTH OF THE CENTERLINE OF COUNTY HIGHWAY 39002 AND
 KV1745'2.0 FEET NORTH-NORTHWEST OF POLERLINE POLE NO. B 8468 AND ABOUT
 KV1745'1.0 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  SET IN TOP OF A SQUARE
 KV1745'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF THE
 KV1745'GROUND.
 KV1745
 KV1745                          STATION RECOVERY (1964)
 KV1745
 KV1745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV1745'RECOVERED IN GOOD CONDITION.
 KV1745
 KV1745                          STATION RECOVERY (1995)
 KV1745
 KV1745'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1745'MARK NOT FOUND.
 KV1745
 KV1745                          STATION RECOVERY (1999)
 KV1745
 KV1745'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV1745'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1681 ***********************************************************************
 KV1681  DESIGNATION -  D 269 PADH
 KV1681  PID         -  KV1681
 KV1681  STATE/COUNTY-  PA/NORTHAMPTON
 KV1681  USGS QUAD   -  EASTON (1994)
 KV1681
 KV1681                         *CURRENT SURVEY CONTROL
 KV1681  ___________________________________________________________________
 KV1681* NAD 83(1986)-  40 41 40.     (N)    075 14 07.     (W)     SCALED    
 KV1681* NAVD 88     -        82.450  (meters)     270.50   (feet)  ADJUSTED  
 KV1681  ___________________________________________________________________
 KV1681  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 KV1681  DYNAMIC HT  -          82.411 (meters)     270.38  (feet)  COMP
 KV1681  MODELED GRAV-     980,152.8   (mgal)                       NAVD 88
 KV1681
 KV1681  VERT ORDER  -  SECOND    CLASS 0
 KV1681
 KV1681.The horizontal coordinates were scaled from a topographic map and have
 KV1681.an estimated accuracy of +/- 6 seconds.
 KV1681
 KV1681.The orthometric height was determined by differential leveling
 KV1681.and adjusted by the National Geodetic Survey in June 1991..
 KV1681
 KV1681.The geoid height was determined by GEOID03.
 KV1681
 KV1681.The dynamic height is computed by dividing the NAVD 88
 KV1681.geopotential number by the normal gravity value computed on the
 KV1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1681.degrees latitude (g = 980.6199 gals.).
 KV1681
 KV1681.The modeled gravity was interpolated from observed gravity values.
 KV1681
 KV1681;                    North         East    Units  Estimated Accuracy
 KV1681;SPC PA S     -   154,160.      812,520.      MT  (+/- 180 meters Scaled)
 KV1681
 KV1681                          SUPERSEDED SURVEY CONTROL
 KV1681
 KV1681  NGVD 29 (??/??/??)   82.661  (m)          271.20   (f) ADJUSTED    2 0
 KV1681
 KV1681.Superseded values are not recommended for survey control.
 KV1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1681.See file dsdata.txt to determine how the superseded data were derived.
 KV1681
 KV1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL801048(NAD 83)
 KV1681_MARKER: DD = SURVEY DISK
 KV1681_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1681_SP_SET: BRIDGE
 KV1681_STAMPING: D 269 1960
 KV1681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1681
 KV1681  HISTORY     - Date     Condition        Report By
 KV1681  HISTORY     - 1960     MONUMENTED       PADH
 KV1681  HISTORY     - 1961     GOOD             CGS
 KV1681  HISTORY     - 20040222 MARK NOT FOUND   USPSQD
 KV1681
 KV1681                          STATION DESCRIPTION
 KV1681
 KV1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV1681'2.2 MI W FROM EASTON.
 KV1681'2.2 MILE WEST ALONG U.S. HY. 22 FROM WHERE HY. 22 GOES OVER 3RD.
 KV1681'ST. IN EASTON, SET IN TOP OF THE SOUTH EAST END OF A 200 FOOT
 KV1681'BRIDGE (CONCRETE) OVER N. 16TH. ST. AND RAILROAD, 21 FEET SOUTH
 KV1681'EAST OF THE CENTERLINE OF EAST BOUND LANE, 33 FEET SOUTH EAST OF
 KV1681'THE CENTERLINE OF U.S. HY. 22, 2 FEET NORTH WEST OF THE END OF
 KV1681'GUARD RAIL CONNECTING TO BRIDGE, ABOUT 1 FOOT ABOVE THE LEVEL OF
 KV1681'THE HIGHWAY, PENNSYLVANIA DEPARTMENT OF HIGHWAYS DISK DRILLED IN
 KV1681'HORIZONTAL, STAMPED D 269 1960.
 KV1681
 KV1681                          STATION RECOVERY (2004)
 KV1681
 KV1681'RECOVERY NOTE BY US POWER SQUADRON 2004 (GEK)
 KV1681'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0300 ***********************************************************************
 MA0300  DESIGNATION -  D 27
 MA0300  PID         -  MA0300
 MA0300  STATE/COUNTY-  PA/CAMERON
 MA0300  USGS QUAD   -  FIRST FORK (1989)
 MA0300
 MA0300                         *CURRENT SURVEY CONTROL
 MA0300  ___________________________________________________________________
 MA0300* NAD 83(1986)-  41 24 56.     (N)    078 01 36.     (W)     SCALED    
 MA0300* NAVD 88     -       276.751  (meters)     907.97   (feet)  ADJUSTED  
 MA0300  ___________________________________________________________________
 MA0300  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 MA0300  DYNAMIC HT  -         276.630 (meters)     907.58  (feet)  COMP
 MA0300  MODELED GRAV-     980,177.4   (mgal)                       NAVD 88
 MA0300
 MA0300  VERT ORDER  -  SECOND    CLASS 0
 MA0300
 MA0300.The horizontal coordinates were scaled from a topographic map and have
 MA0300.an estimated accuracy of +/- 6 seconds.
 MA0300
 MA0300.The orthometric height was determined by differential leveling
 MA0300.and adjusted by the National Geodetic Survey in June 1991..
 MA0300
 MA0300.The geoid height was determined by GEOID03.
 MA0300
 MA0300.The dynamic height is computed by dividing the NAVD 88
 MA0300.geopotential number by the normal gravity value computed on the
 MA0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0300.degrees latitude (g = 980.6199 gals.).
 MA0300
 MA0300.The modeled gravity was interpolated from observed gravity values.
 MA0300
 MA0300;                    North         East    Units  Estimated Accuracy
 MA0300;SPC PA N     -   138,730.      576,870.      MT  (+/- 180 meters Scaled)
 MA0300
 MA0300                          SUPERSEDED SURVEY CONTROL
 MA0300
 MA0300  NGVD 29 (??/??/92)  276.916  (m)          908.52   (f) ADJ UNCH    2 0
 MA0300
 MA0300.Superseded values are not recommended for survey control.
 MA0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0300.See file dsdata.txt to determine how the superseded data were derived.
 MA0300
 MA0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF484891(NAD 83)
 MA0300_MARKER: DB = BENCH MARK DISK
 MA0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0300_STAMPING: D 27 1934
 MA0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0300+STABILITY: SURFACE MOTION
 MA0300
 MA0300  HISTORY     - Date     Condition        Report By
 MA0300  HISTORY     - 1934     MONUMENTED       CGS
 MA0300
 MA0300                          STATION DESCRIPTION
 MA0300
 MA0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0300'9.6 MI N FROM SINNAMAHONING.
 MA0300'ABOUT 9.6 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MA0300'SINNAMAHONING, CAMERON COUNTY, ABOUT 1,900 FEET NORTH OF
 MA0300'MILEPOST 100, 33 FEET SOUTHEAST OF THE ONE-STORY FRAME DWELLING
 MA0300'OF JAMES KILDUFF, ABOUT 100 FEET EAST OF THE CENTER LINE OF A
 MA0300'TOWNSHIP ROAD, 28 FEET WEST OF THE CENTER LINE OF THE TRACK,
 MA0300'AND ABOUT 5 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 MA0300'DISK, STAMPED D 27 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0858 ***********************************************************************
 JU0858  DESIGNATION -  D 270
 JU0858  PID         -  JU0858
 JU0858  STATE/COUNTY-  PA/DELAWARE
 JU0858  USGS QUAD   -  LANSDOWNE (1994)
 JU0858
 JU0858                         *CURRENT SURVEY CONTROL
 JU0858  ___________________________________________________________________
 JU0858* NAD 83(1986)-  39 53 31.     (N)    075 21 10.     (W)     SCALED    
 JU0858* NAVD 88     -        39.431  (meters)     129.37   (feet)  ADJUSTED  
 JU0858  ___________________________________________________________________
 JU0858  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU0858  DYNAMIC HT  -          39.413 (meters)     129.31  (feet)  COMP
 JU0858  MODELED GRAV-     980,170.8   (mgal)                       NAVD 88
 JU0858
 JU0858  VERT ORDER  -  SECOND    CLASS 0
 JU0858
 JU0858.The horizontal coordinates were scaled from a topographic map and have
 JU0858.an estimated accuracy of +/- 6 seconds.
 JU0858
 JU0858.The orthometric height was determined by differential leveling
 JU0858.and adjusted by the National Geodetic Survey in June 1991..
 JU0858
 JU0858.The geoid height was determined by GEOID03.
 JU0858
 JU0858.The dynamic height is computed by dividing the NAVD 88
 JU0858.geopotential number by the normal gravity value computed on the
 JU0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0858.degrees latitude (g = 980.6199 gals.).
 JU0858
 JU0858.The modeled gravity was interpolated from observed gravity values.
 JU0858
 JU0858;                    North         East    Units  Estimated Accuracy
 JU0858;SPC PA S     -    64,810.      805,010.      MT  (+/- 180 meters Scaled)
 JU0858
 JU0858                          SUPERSEDED SURVEY CONTROL
 JU0858
 JU0858  NGVD 29 (??/??/??)   39.773  (m)          130.49   (f) ADJUSTED    2 0
 JU0858
 JU0858.Superseded values are not recommended for survey control.
 JU0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0858.See file dsdata.txt to determine how the superseded data were derived.
 JU0858
 JU0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK698158(NAD 83)
 JU0858_MARKER: DB = BENCH MARK DISK
 JU0858_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0858_SP_SET: CONCRETE CATCH DRAIN
 JU0858_STAMPING: D 270 1961
 JU0858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0858
 JU0858  HISTORY     - Date     Condition        Report By
 JU0858  HISTORY     - 1961     MONUMENTED       CGS
 JU0858  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JU0858
 JU0858                          STATION DESCRIPTION
 JU0858
 JU0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0858'IN SWARTHMORE.
 JU0858'LOCATED AT THE JUNCTION OF FAIRVIEW RD. AND CHESTER RD. IN THE
 JU0858'SWARTHMORE SECTION OF PHILADELPHIA.  SET IN TOP AND IN THE SOUTH
 JU0858'CORNER OF THE SOUTH WEST END OF A CONCRETE CATCH DRAIN WHICH
 JU0858'PROJECTS ABOUT 1 FOOT ABOVE THE ROAD AND IS 5 FEET BY 3 FEET, 3
 JU0858'FEET NORTH WEST OF A TRAFFIC SIGNAL POST BASE, 27 FEET NORTH
 JU0858'EAST OF THE CENTERLINE OF CHESTER RD., 27 FEET SOUTH WEST OF THE
 JU0858'CENTERLINE OF FAIRVIEW RD.  STANDARD BENCH MARK DISK DRILLED
 JU0858'IN HORIZONTAL.  STAMPED D 270 1961.
 JU0858
 JU0858                          STATION RECOVERY (1988)
 JU0858
 JU0858'RECOVERY NOTE BY US POWER SQUADRON 1988 (JSS)
 JU0858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0091 ***********************************************************************
 MB0091  DESIGNATION -  D 271
 MB0091  PID         -  MB0091
 MB0091  STATE/COUNTY-  PA/CRAWFORD
 MB0091  USGS QUAD   -  MEADVILLE (1990)
 MB0091
 MB0091                         *CURRENT SURVEY CONTROL
 MB0091  ___________________________________________________________________
 MB0091* NAD 83(1986)-  41 39 14.     (N)    080 12 46.     (W)     SCALED    
 MB0091* NAVD 88     -       351.586  (meters)    1153.50   (feet)  ADJUSTED  
 MB0091  ___________________________________________________________________
 MB0091  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 MB0091  DYNAMIC HT  -         351.440 (meters)    1153.02  (feet)  COMP
 MB0091  MODELED GRAV-     980,198.6   (mgal)                       NAVD 88
 MB0091
 MB0091  VERT ORDER  -  SECOND    CLASS 0
 MB0091
 MB0091.The horizontal coordinates were scaled from a topographic map and have
 MB0091.an estimated accuracy of +/- 6 seconds.
 MB0091
 MB0091.The orthometric height was determined by differential leveling
 MB0091.and adjusted by the National Geodetic Survey in June 1991..
 MB0091
 MB0091.The geoid height was determined by GEOID03.
 MB0091
 MB0091.The dynamic height is computed by dividing the NAVD 88
 MB0091.geopotential number by the normal gravity value computed on the
 MB0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0091.degrees latitude (g = 980.6199 gals.).
 MB0091
 MB0091.The modeled gravity was interpolated from observed gravity values.
 MB0091
 MB0091;                    North         East    Units  Estimated Accuracy
 MB0091;SPC PA N     -   168,080.      394,890.      MT  (+/- 180 meters Scaled)
 MB0091
 MB0091                          SUPERSEDED SURVEY CONTROL
 MB0091
 MB0091  NGVD 29 (??/??/92)  351.757  (m)         1154.06   (f) ADJ UNCH    2 0
 MB0091
 MB0091.Superseded values are not recommended for survey control.
 MB0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0091.See file dsdata.txt to determine how the superseded data were derived.
 MB0091
 MB0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG655116(NAD 83)
 MB0091_MARKER: DB = BENCH MARK DISK
 MB0091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0091_SP_SET: CULVERT
 MB0091_STAMPING: D 271 1961
 MB0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0091
 MB0091  HISTORY     - Date     Condition        Report By
 MB0091  HISTORY     - 1961     MONUMENTED       CGS
 MB0091
 MB0091                          STATION DESCRIPTION
 MB0091
 MB0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0091'3.6 MI NW FROM MEADVILLE.
 MB0091'ABOUT 0.45 MILE WEST ALONG U.S. HIGHWAYS 6 AND 322 FROM THEIR
 MB0091'JUNCTION AT THE STATE HIGHWAY DEPARTMENT BUILDING AT THE SOUTH
 MB0091'EDGE OF MEADVILLE, THENCE 1.25 MILES NORTHWEST ALONG TOWNSHIP
 MB0091'ROAD 487 TO THE INTERSECTION OF TOWNSHIP ROAD 514, THENCE NORTHWEST
 MB0091'0.7 MILE ALONG TOWNSHIP ROAD 514 TO THE JUNCTION OF STATE
 MB0091'HIGHWAY 98, THENCE 1.15 MILES NORTH ALONG STATE HIGHWAY 98, 22.0
 MB0091'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 98.  SET IN THE
 MB0091'TOP OF A CONCRETE HEADWALL OF AN 18-INCH ROUND CONCRETE CULVERT
 MB0091'UNDER STATE HIGHWAY 98, FLUSH AND ABOUT LEVEL WITH THE SURFACE
 MB0091'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0135 ***********************************************************************
 MB0135  DESIGNATION -  D 272
 MB0135  PID         -  MB0135
 MB0135  STATE/COUNTY-  PA/ERIE
 MB0135  USGS QUAD   -  EDINBORO SOUTH (1975)
 MB0135
 MB0135                         *CURRENT SURVEY CONTROL
 MB0135  ___________________________________________________________________
 MB0135* NAD 83(1986)-  41 51 15.     (N)    080 09 55.     (W)     SCALED    
 MB0135* NAVD 88     -       469.526  (meters)    1540.44   (feet)  ADJUSTED  
 MB0135  ___________________________________________________________________
 MB0135  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 MB0135  DYNAMIC HT  -         469.338 (meters)    1539.82  (feet)  COMP
 MB0135  MODELED GRAV-     980,208.7   (mgal)                       NAVD 88
 MB0135
 MB0135  VERT ORDER  -  SECOND    CLASS 0
 MB0135
 MB0135.The horizontal coordinates were scaled from a topographic map and have
 MB0135.an estimated accuracy of +/- 6 seconds.
 MB0135
 MB0135.The orthometric height was determined by differential leveling
 MB0135.and adjusted by the National Geodetic Survey in June 1991..
 MB0135
 MB0135.The geoid height was determined by GEOID03.
 MB0135
 MB0135.The dynamic height is computed by dividing the NAVD 88
 MB0135.geopotential number by the normal gravity value computed on the
 MB0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0135.degrees latitude (g = 980.6199 gals.).
 MB0135
 MB0135.The modeled gravity was interpolated from observed gravity values.
 MB0135
 MB0135;                    North         East    Units  Estimated Accuracy
 MB0135;SPC PA N     -   190,200.      399,470.      MT  (+/- 180 meters Scaled)
 MB0135
 MB0135                          SUPERSEDED SURVEY CONTROL
 MB0135
 MB0135  NGVD 29 (??/??/92)  469.694  (m)         1540.99   (f) ADJ UNCH    2 0
 MB0135
 MB0135.Superseded values are not recommended for survey control.
 MB0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0135.See file dsdata.txt to determine how the superseded data were derived.
 MB0135
 MB0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG692339(NAD 83)
 MB0135_MARKER: DB = BENCH MARK DISK
 MB0135_SETTING: 80 = SET IN A BOULDER
 MB0135_SP_SET: BOULDER
 MB0135_STAMPING: D 272 1961
 MB0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0135+STABILITY: SURFACE MOTION
 MB0135
 MB0135  HISTORY     - Date     Condition        Report By
 MB0135  HISTORY     - 1961     MONUMENTED       CGS
 MB0135  HISTORY     - 20060520 GOOD             USPSQD
 MB0135
 MB0135                          STATION DESCRIPTION
 MB0135
 MB0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0135'8.8 MI NW FROM VENANGO.
 MB0135'ABOUT 2.8 MILES WEST ALONG COUNTY HIGHWAY 20057 FROM THE JUNCTION
 MB0135'OF U.S. HIGHWAY 19 AND COUNTY HIGHWAY 20057 AT THE WEST EDGE OF
 MB0135'VENANGO, THENCE NORTH ALONG COUNTY HIGHWAY 20058 FOR 4.49 MILES,
 MB0135'THENCE 1.0 MILE NORTH ALONG TOWNSHIP ROAD 570, THENCE 0.47 MILE
 MB0135'NORTH ALONG TOWNSHIP ROAD 448, 56.0 FEET NORTHEAST OF TELEPHONE
 MB0135'POLE NO. 63, 24.7 FEET NORTH OF A FENCE CORNER AND 19.8 FEET
 MB0135'EAST OF THE CENTERLINE OF TOWNSHIP ROAD 448.  SET IN A DRILL HOLE
 MB0135'IN TOP OF A 3 X 4 FOOT BOULDER PROJECTION ABOUT 14 INCHES ABOVE
 MB0135'THE SURFACE OF THE ROAD AND THE SURFACE OF THE GROUND.
 MB0135
 MB0135                          STATION RECOVERY (2006)
 MB0135
 MB0135'RECOVERY NOTE BY US POWER SQUADRON 2006 (SL)
 MB0135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1733 ***********************************************************************
 MB1733  DESIGNATION -  D 273 RESET
 MB1733  PID         -  MB1733
 MB1733  STATE/COUNTY-  PA/ERIE
 MB1733  USGS QUAD   -  ALBION (1990)
 MB1733
 MB1733                         *CURRENT SURVEY CONTROL
 MB1733  ___________________________________________________________________
 MB1733* NAD 83(1986)-  41 58 38.     (N)    080 18 14.     (W)     SCALED    
 MB1733* NAVD 88     -       245.84   (+/-2cm)     806.6    (feet)  VERTCON   
 MB1733  ___________________________________________________________________
 MB1733  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 MB1733
 MB1733  VERT ORDER  -  THIRD (See Below)
 MB1733
 MB1733.The horizontal coordinates were scaled from a topographic map and have
 MB1733.an estimated accuracy of +/- 6 seconds.
 MB1733
 MB1733.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1733.The vertical order pertains to the NGVD 29 superseded value.
 MB1733
 MB1733.The geoid height was determined by GEOID03.
 MB1733
 MB1733;                    North         East    Units  Estimated Accuracy
 MB1733;SPC PA N     -   204,200.      388,360.      MT  (+/- 180 meters Scaled)
 MB1733
 MB1733                          SUPERSEDED SURVEY CONTROL
 MB1733
 MB1733  NGVD 29 (02/24/03)  246.03   (m)          807.2    (f) RESET       3  
 MB1733
 MB1733.Superseded values are not recommended for survey control.
 MB1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1733.See file dsdata.txt to determine how the superseded data were derived.
 MB1733
 MB1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG576474(NAD 83)
 MB1733_MARKER: DB = BENCH MARK DISK
 MB1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1733_STAMPING: D 273 PDH RESET 1975
 MB1733_PROJECTION: PROJECTING 8 CENTIMETERS
 MB1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1733+STABILITY: SURFACE MOTION
 MB1733
 MB1733  HISTORY     - Date     Condition        Report By
 MB1733  HISTORY     - 1975     MONUMENTED       NGS
 MB1733
 MB1733                          STATION DESCRIPTION
 MB1733
 MB1733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 MB1733'2.15 MI EAST FROM ERIE.
 MB1733'2.15 MILES EAST ALONG INTERSTATE 90 FROM THE INTERSECTION OF
 MB1733'INTERSTATE HIGHWAY 90 AND STATE HIGHWAY 18 WHICH IS EXIT 3,  59.8
 MB1733'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRIDGE FOR THE EASTBOUND
 MB1733'LANE OF I-90, 7.4 FEET SOUTHWEST OF A POWERLINE POLE NUMBERED
 MB1733'55-37201.
 MB1733'THE MARK IS 1.9 FT  N FROM A WITNESS POST.
 MB1733'THE MARK IS 5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0067 ***********************************************************************
 ND0067  DESIGNATION -  D 274
 ND0067  PID         -  ND0067
 ND0067  STATE/COUNTY-  PA/ERIE
 ND0067  USGS QUAD   -  ERIE SOUTH (1996)
 ND0067
 ND0067                         *CURRENT SURVEY CONTROL
 ND0067  ___________________________________________________________________
 ND0067* NAD 83(1986)-  42 03 53.     (N)    080 02 57.     (W)     SCALED    
 ND0067* NAVD 88     -       339.720  (meters)    1114.56   (feet)  ADJUSTED  
 ND0067  ___________________________________________________________________
 ND0067  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 ND0067  DYNAMIC HT  -         339.591 (meters)    1114.14  (feet)  COMP
 ND0067  MODELED GRAV-     980,232.3   (mgal)                       NAVD 88
 ND0067
 ND0067  VERT ORDER  -  SECOND    CLASS 0
 ND0067
 ND0067.The horizontal coordinates were scaled from a topographic map and have
 ND0067.an estimated accuracy of +/- 6 seconds.
 ND0067
 ND0067.The orthometric height was determined by differential leveling
 ND0067.and adjusted by the National Geodetic Survey in June 1991..
 ND0067
 ND0067.The geoid height was determined by GEOID03.
 ND0067
 ND0067.The dynamic height is computed by dividing the NAVD 88
 ND0067.geopotential number by the normal gravity value computed on the
 ND0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0067.degrees latitude (g = 980.6199 gals.).
 ND0067
 ND0067.The modeled gravity was interpolated from observed gravity values.
 ND0067
 ND0067;                    North         East    Units  Estimated Accuracy
 ND0067;SPC PA N     -   213,320.      409,720.      MT  (+/- 180 meters Scaled)
 ND0067
 ND0067                          SUPERSEDED SURVEY CONTROL
 ND0067
 ND0067  NGVD 29 (??/??/92)  339.930  (m)         1115.25   (f) ADJ UNCH    2 0
 ND0067
 ND0067.Superseded values are not recommended for survey control.
 ND0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0067.See file dsdata.txt to determine how the superseded data were derived.
 ND0067
 ND0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG786574(NAD 83)
 ND0067_MARKER: DD = SURVEY DISK
 ND0067_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ND0067_SP_SET: BRIDGE
 ND0067_STAMPING: D 274
 ND0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0067
 ND0067  HISTORY     - Date     Condition        Report By
 ND0067  HISTORY     - UNK      MONUMENTED       PADH
 ND0067  HISTORY     - 1961     GOOD             NGS
 ND0067
 ND0067                          STATION DESCRIPTION
 ND0067
 ND0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ND0067'5.1 MI SE FROM ERIE.
 ND0067'ABOUT 3.0 MILES SOUTH OF ERIE CITY LIMITS ALONG U.S. HIGHWAY 19
 ND0067'TO JUNCTION OF INTERSTATE HIGHWAY 90 AND U.S. HIGHWAY 19, THENCE
 ND0067'EAST ALONG INTERSTATE HIGHWAY 90 FOR 2.1 MILE, 22.0 FEET SOUTH OF
 ND0067'THE EAST BOUND LANE OF TRAFFIC. IT IS SET IN SOUTHWEST CORNER OF A
 ND0067'CONCRETE BRIDGE 25 FEET LONG OVER A GRAVELED ROAD, AND ABOUT 8
 ND0067'INCHES ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0672 ***********************************************************************
 NC0672  DESIGNATION -  D 275
 NC0672  PID         -  NC0672
 NC0672  STATE/COUNTY-  PA/ERIE
 NC0672  USGS QUAD   -  NORTH EAST (1996)
 NC0672
 NC0672                         *CURRENT SURVEY CONTROL
 NC0672  ___________________________________________________________________
 NC0672* NAD 83(1986)-  42 14 00.     (N)    079 46 49.     (W)     SCALED    
 NC0672* NAVD 88     -       252.760  (meters)     829.26   (feet)  ADJUSTED  
 NC0672  ___________________________________________________________________
 NC0672  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 NC0672  DYNAMIC HT  -         252.669 (meters)     828.96  (feet)  COMP
 NC0672  MODELED GRAV-     980,259.0   (mgal)                       NAVD 88
 NC0672
 NC0672  VERT ORDER  -  SECOND    CLASS 0
 NC0672
 NC0672.The horizontal coordinates were scaled from a topographic map and have
 NC0672.an estimated accuracy of +/- 6 seconds.
 NC0672
 NC0672.The orthometric height was determined by differential leveling
 NC0672.and adjusted by the National Geodetic Survey in June 1991..
 NC0672
 NC0672.The geoid height was determined by GEOID03.
 NC0672
 NC0672.The dynamic height is computed by dividing the NAVD 88
 NC0672.geopotential number by the normal gravity value computed on the
 NC0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0672.degrees latitude (g = 980.6199 gals.).
 NC0672
 NC0672.The modeled gravity was interpolated from observed gravity values.
 NC0672
 NC0672;                    North         East    Units  Estimated Accuracy
 NC0672;SPC PA N     -   231,490.      432,410.      MT  (+/- 180 meters Scaled)
 NC0672
 NC0672                          SUPERSEDED SURVEY CONTROL
 NC0672
 NC0672  NGVD 29 (??/??/92)  252.927  (m)          829.81   (f) ADJ UNCH    2 0
 NC0672
 NC0672.Superseded values are not recommended for survey control.
 NC0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0672.See file dsdata.txt to determine how the superseded data were derived.
 NC0672
 NC0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG006764(NAD 83)
 NC0672_MARKER: DD = SURVEY DISK
 NC0672_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0672_SP_SET: BRIDGE
 NC0672_STAMPING: D 275
 NC0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0672
 NC0672  HISTORY     - Date     Condition        Report By
 NC0672  HISTORY     - UNK      MONUMENTED       PADT
 NC0672  HISTORY     - 1961     GOOD             NGS
 NC0672  HISTORY     - 20051015 GOOD             USPSQD
 NC0672
 NC0672                          STATION DESCRIPTION
 NC0672
 NC0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 NC0672'6.50 MI SE FROM NORTHEAST.
 NC0672'ABOUT 2.27 MILES SOUTH ALONG STATE HIGHWAY 89 FROM THE PUBLIC SCHOOL
 NC0672'NO 1 IN NORTHEAST TO THE INTERCHANGE BRIDGE OF INTERSTATE HIGHWAY 90
 NC0672'AND STATE HIGHWAY 89, THENCE 4.23 MILES EAST ALONG INTERSTATE HIGHWAY
 NC0672'90, 14.0 FEET EAST OF THE CENTERLINE OF THE EAST BOUND TRAFFIC RAMP OF
 NC0672'U.S. HIGHWAY 20 ONTO INTERSTATE HIGHWAY 90, 54.0 FEET SOUTH OF THE
 NC0672'CENTERLINE OF THE EAST BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 90.
 NC0672'SET IN THE WEST END OF THE SOUTHWEST CORNER OF A 200.0 FOOT LONG
 NC0672'CONCRETE BRIDGE OF INTERSTATE HIGHWAY OVER U.S. HIGHWAY 20 AND ABOUT
 NC0672'2.0 FEET ABOVE THE LEVEL OF THE HIGHWAY AND BRIDGE FLOOR.
 NC0672
 NC0672                          STATION RECOVERY (2005)
 NC0672
 NC0672'RECOVERY NOTE BY US POWER SQUADRON 2005 (BB)
 NC0672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1894 ***********************************************************************
 KV1894  DESIGNATION -  D 276
 KV1894  PID         -  KV1894
 KV1894  STATE/COUNTY-  PA/MONTGOMERY
 KV1894  USGS QUAD   -  NORRISTOWN (1992)
 KV1894
 KV1894                         *CURRENT SURVEY CONTROL
 KV1894  ___________________________________________________________________
 KV1894* NAD 83(1986)-  40 06 42.     (N)    075 17 08.     (W)     SCALED    
 KV1894* NAVD 88     -        51.924  (meters)     170.35   (feet)  ADJUSTED  
 KV1894  ___________________________________________________________________
 KV1894  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 KV1894  DYNAMIC HT  -          51.899 (meters)     170.27  (feet)  COMP
 KV1894  MODELED GRAV-     980,155.6   (mgal)                       NAVD 88
 KV1894
 KV1894  VERT ORDER  -  SECOND    CLASS 0
 KV1894
 KV1894.The horizontal coordinates were scaled from a topographic map and have
 KV1894.an estimated accuracy of +/- 6 seconds.
 KV1894
 KV1894.The orthometric height was determined by differential leveling
 KV1894.and adjusted by the National Geodetic Survey in June 1991..
 KV1894
 KV1894.The geoid height was determined by GEOID03.
 KV1894
 KV1894.The dynamic height is computed by dividing the NAVD 88
 KV1894.geopotential number by the normal gravity value computed on the
 KV1894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1894.degrees latitude (g = 980.6199 gals.).
 KV1894
 KV1894.The modeled gravity was interpolated from observed gravity values.
 KV1894
 KV1894;                    North         East    Units  Estimated Accuracy
 KV1894;SPC PA S     -    89,350.      810,070.      MT  (+/- 180 meters Scaled)
 KV1894
 KV1894                          SUPERSEDED SURVEY CONTROL
 KV1894
 KV1894  NGVD 29 (??/??/??)   52.230  (m)          171.36   (f) ADJUSTED    2 0
 KV1894
 KV1894.Superseded values are not recommended for survey control.
 KV1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1894.See file dsdata.txt to determine how the superseded data were derived.
 KV1894
 KV1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK756401(NAD 83)
 KV1894_MARKER: DB = BENCH MARK DISK
 KV1894_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1894_SP_SET: BRIDGE ABUTMENT
 KV1894_STAMPING: D 276 1961
 KV1894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1894
 KV1894  HISTORY     - Date     Condition        Report By
 KV1894  HISTORY     - 1961     MONUMENTED       CGS
 KV1894
 KV1894                          STATION DESCRIPTION
 KV1894
 KV1894'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV1894'IN PLYMOUTH.
 KV1894'AT THE JUNCTION OF GERMANTOWN PIKE AND PLYMOUTH RD. (WHERE BOTH
 KV1894'CROSS OVER THE PENNSYLVANIA TURNPIKE), SET IN TOP AND CENTER AT
 KV1894'THE NORTH-NORTH EAST SIDE OF THE WEST-NORTH WEST ABUTMENT
 KV1894'BACKWALL FOR A 75 FOOT STEEL BRIDGE FOR PLYMOUTH RD. OVER THE
 KV1894'PA. TURNPIKE, 18 FEET NORTH-NORTHEAST OF THE CENTERLINE OF
 KV1894'PLYMOUTH RD., 90 FEET EAST-NORTHEAST OF THE CENTERLINE OF
 KV1894'GERMANTOWN PIKE, 4 FEET ABOVE PLYMOUTH RD., 3 1/2 FEET
 KV1894'WEST-SOUTH-WEST OF THE EAST-NORTH-EAST END OF THE BACKWALL,
 KV1894'1/2 FOOT IN FROM BOTH SIDES OF BACKWALL.  STANDARD BENCH MARK
 KV1894'DISK DRILLED IN HORIZONTAL STAMPED D 276 1961
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0766 ***********************************************************************
 JU0766  DESIGNATION -  D 277
 JU0766  PID         -  JU0766
 JU0766  STATE/COUNTY-  PA/DELAWARE
 JU0766  USGS QUAD   -  BRIDGEPORT (1995)
 JU0766
 JU0766                         *CURRENT SURVEY CONTROL
 JU0766  ___________________________________________________________________
 JU0766* NAD 83(1986)-  39 52 00.     (N)    075 18 03.     (W)     SCALED    
 JU0766* NAVD 88     -         5.634  (meters)      18.48   (feet)  ADJUSTED  
 JU0766  ___________________________________________________________________
 JU0766  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JU0766  DYNAMIC HT  -           5.631 (meters)      18.47  (feet)  COMP
 JU0766  MODELED GRAV-     980,175.4   (mgal)                       NAVD 88
 JU0766
 JU0766  VERT ORDER  -  FIRST     CLASS I
 JU0766
 JU0766.The horizontal coordinates were scaled from a topographic map and have
 JU0766.an estimated accuracy of +/- 6 seconds.
 JU0766
 JU0766.The orthometric height was determined by differential leveling
 JU0766.and adjusted by the National Geodetic Survey in June 1991..
 JU0766
 JU0766.The geoid height was determined by GEOID03.
 JU0766
 JU0766.The dynamic height is computed by dividing the NAVD 88
 JU0766.geopotential number by the normal gravity value computed on the
 JU0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0766.degrees latitude (g = 980.6199 gals.).
 JU0766
 JU0766.The modeled gravity was interpolated from observed gravity values.
 JU0766
 JU0766;                    North         East    Units  Estimated Accuracy
 JU0766;SPC PA S     -    62,120.      809,530.      MT  (+/- 180 meters Scaled)
 JU0766
 JU0766                          SUPERSEDED SURVEY CONTROL
 JU0766
 JU0766  NGVD 29 (??/??/??)    5.930  (m)           19.46   (f) ADJUSTED    1 1
 JU0766
 JU0766.Superseded values are not recommended for survey control.
 JU0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0766.See file dsdata.txt to determine how the superseded data were derived.
 JU0766
 JU0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK742130(NAD 83)
 JU0766_MARKER: DB = BENCH MARK DISK
 JU0766_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0766_SP_SET: CON ISLAND GAS PUMP
 JU0766_STAMPING: D 277 1961
 JU0766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0766
 JU0766  HISTORY     - Date     Condition        Report By
 JU0766  HISTORY     - 1961     MONUMENTED       CGS
 JU0766  HISTORY     - 1963     GOOD             CGS
 JU0766  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0766  HISTORY     - 19981031 MARK NOT FOUND   USPSQD
 JU0766
 JU0766                          STATION DESCRIPTION
 JU0766
 JU0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0766'AT ESSINGTON.
 JU0766'AT ESSINGTON, AT THE CROSSING OF WANAMAKER AVENUE AND THE READING
 JU0766'RAILWAY, AT THE NORTHEAST CORNER OF THE INTERSECTION OF THE
 JU0766'AVENUE AND GOV. PRINTY BLVD. SET ON TOP OF THE CONCRETE ISLAND FOR
 JU0766'THE GASOLINE PUMPS PARALLEL TO THE AVENUE (THE STATION IS SUNOCO
 JU0766'AND OWNED AND OPERATED BY MR. EDWIN SPENCER), 120 FEET NORTH OF
 JU0766'WEST END OF TRAFFIC ISLAND IN CENTER OF THE BOULEVARD, 38 FEET
 JU0766'EAST OF CENTER LINE OF THE AVENUE, 70 FEET NORTHWEST OF ENTRANCE
 JU0766'(MAIN) DOOR TO STATION, 70 FEET NORTHEAST AND ACROSS THE AVENUE
 JU0766'FROM POLE 656, AND ABOUT 1 FOOT ABOVE LEVEL OF AVENUE.
 JU0766
 JU0766                          STATION RECOVERY (1979)
 JU0766
 JU0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0766'MARK NOT FOUND.
 JU0766
 JU0766                          STATION RECOVERY (1998)
 JU0766
 JU0766'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU0766'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0892 ***********************************************************************
 JU0892  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0892  DESIGNATION -  D 278
 JU0892  PID         -  JU0892
 JU0892  STATE/COUNTY-  PA/PHILADELPHIA
 JU0892  USGS QUAD   -  PHILADELPHIA (1994)
 JU0892
 JU0892                         *CURRENT SURVEY CONTROL
 JU0892  ___________________________________________________________________
 JU0892* NAD 83(1986)-  39 53 03.     (N)    075 13 52.     (W)     SCALED    
 JU0892* NAVD 88     -         2.792  (meters)       9.16   (feet)  ADJUSTED  
 JU0892  ___________________________________________________________________
 JU0892  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JU0892  DYNAMIC HT  -           2.791 (meters)       9.16  (feet)  COMP
 JU0892  MODELED GRAV-     980,181.5   (mgal)                       NAVD 88
 JU0892
 JU0892  VERT ORDER  -  FIRST     CLASS II
 JU0892
 JU0892.The horizontal coordinates were scaled from a topographic map and have
 JU0892.an estimated accuracy of +/- 6 seconds.
 JU0892
 JU0892.The orthometric height was determined by differential leveling
 JU0892.and adjusted by the National Geodetic Survey in June 1991..
 JU0892
 JU0892.This Tidal Bench Mark is designated as VM 2930
 JU0892.by the Center for Operational Oceanographic Products and Services.
 JU0892
 JU0892.The geoid height was determined by GEOID03.
 JU0892
 JU0892.The dynamic height is computed by dividing the NAVD 88
 JU0892.geopotential number by the normal gravity value computed on the
 JU0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0892.degrees latitude (g = 980.6199 gals.).
 JU0892
 JU0892.The modeled gravity was interpolated from observed gravity values.
 JU0892
 JU0892;                    North         East    Units  Estimated Accuracy
 JU0892;SPC PA S     -    64,230.      815,430.      MT  (+/- 180 meters Scaled)
 JU0892
 JU0892                          SUPERSEDED SURVEY CONTROL
 JU0892
 JU0892  NGVD 29 (01/10/92)    3.091  (m)           10.14   (f) ADJUSTED    1 2
 JU0892
 JU0892.Superseded values are not recommended for survey control.
 JU0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0892.See file dsdata.txt to determine how the superseded data were derived.
 JU0892
 JU0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK802149(NAD 83)
 JU0892_MARKER: DB = BENCH MARK DISK
 JU0892_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0892_SP_SET: BUILDING
 JU0892_STAMPING: D 278 1961
 JU0892_MARK LOGO: CGS   
 JU0892_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU0892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0892
 JU0892  HISTORY     - Date     Condition        Report By
 JU0892  HISTORY     - 1961     MONUMENTED       CGS
 JU0892  HISTORY     - 1973     GOOD             NGS
 JU0892  HISTORY     - 1978     GOOD             LOCSUR
 JU0892  HISTORY     - 1979     GOOD             NGS
 JU0892  HISTORY     - 19930601 GOOD             ADRGS
 JU0892
 JU0892                          STATION DESCRIPTION
 JU0892
 JU0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0892'AT PHILADELPHIA.
 JU0892'SET VERTICAL IN BUILDING NO. 1, AT THE AIR NATIONAL GUARD TACTICAL
 JU0892'ADMINISTRATION BUILDING, SET IN THE SOUTH FACE OF THE SOUTH
 JU0892'MOST EXTENSION OF THE TWO STORY BRICK BUILDING AND IN THE
 JU0892'SOUTHEAST CORNER OF THE BUILDING.  1 FOOT WEST OF THE SOUTHEAST
 JU0892'CORNER OF THE BUILDING, 36 FEET NORTHWEST OF THE CENTERLINE OF
 JU0892'A GATE FOR A ENTRANCE ROAD TO FIELD, 12 FEET EAST OF A DOOR,
 JU0892'AND ABOUT 6 INCHES ABOVE THE SIDEWALK.  AIR NATIONAL GUARD IS
 JU0892'LOCATED ON THE NORTHEAST SIDE OF THE PHILADELPHIA INTERNATIONAL
 JU0892'AIRPORT.
 JU0892
 JU0892                          STATION RECOVERY (1973)
 JU0892
 JU0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JU0892'RECOVERED IN GOOD CONDITION.
 JU0892
 JU0892                          STATION RECOVERY (1978)
 JU0892
 JU0892'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 JU0892'RECOVERED IN GOOD CONDITION.
 JU0892
 JU0892                          STATION RECOVERY (1979)
 JU0892
 JU0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0892'RECOVERED IN GOOD CONDITION.
 JU0892
 JU0892                          STATION RECOVERY (1993)
 JU0892
 JU0892'RECOVERY NOTE BY ADR GEODETIC SERVICES 1993
 JU0892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1651 ***********************************************************************
 LY1651  DESIGNATION -  D 279
 LY1651  PID         -  LY1651
 LY1651  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1651  USGS QUAD   -  HARFORD (1992)
 LY1651
 LY1651                         *CURRENT SURVEY CONTROL
 LY1651  ___________________________________________________________________
 LY1651* NAD 83(1986)-  41 50 54.     (N)    075 41 01.     (W)     SCALED    
 LY1651* NAVD 88     -       490.991  (meters)    1610.86   (feet)  ADJUSTED  
 LY1651  ___________________________________________________________________
 LY1651  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 LY1651  DYNAMIC HT  -         490.805 (meters)    1610.25  (feet)  COMP
 LY1651  MODELED GRAV-     980,226.8   (mgal)                       NAVD 88
 LY1651
 LY1651  VERT ORDER  -  SECOND    CLASS 0
 LY1651
 LY1651.The horizontal coordinates were scaled from a topographic map and have
 LY1651.an estimated accuracy of +/- 6 seconds.
 LY1651
 LY1651.The orthometric height was determined by differential leveling
 LY1651.and adjusted by the National Geodetic Survey in June 1991..
 LY1651
 LY1651.The geoid height was determined by GEOID03.
 LY1651
 LY1651.The dynamic height is computed by dividing the NAVD 88
 LY1651.geopotential number by the normal gravity value computed on the
 LY1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1651.degrees latitude (g = 980.6199 gals.).
 LY1651
 LY1651.The modeled gravity was interpolated from observed gravity values.
 LY1651
 LY1651;                    North         East    Units  Estimated Accuracy
 LY1651;SPC PA N     -   188,810.      771,590.      MT  (+/- 180 meters Scaled)
 LY1651
 LY1651                          SUPERSEDED SURVEY CONTROL
 LY1651
 LY1651  NGVD 29 (??/??/92)  491.164  (m)         1611.43   (f) ADJ UNCH    2 0
 LY1651
 LY1651.Superseded values are not recommended for survey control.
 LY1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1651.See file dsdata.txt to determine how the superseded data were derived.
 LY1651
 LY1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM432331(NAD 83)
 LY1651_MARKER: DB = BENCH MARK DISK
 LY1651_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1651_SP_SET: CATCH BASIN
 LY1651_STAMPING: D 279 1961
 LY1651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1651
 LY1651  HISTORY     - Date     Condition        Report By
 LY1651  HISTORY     - 1961     MONUMENTED       CGS
 LY1651
 LY1651                          STATION DESCRIPTION
 LY1651
 LY1651'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1651'2.6 MI S FROM NEW MILFORD.
 LY1651'ABOUT 2.55 MILE SOUTH ALONG INTERSTATE HWY 81 FROM WHERE THE
 LY1651'INTERSTATE HWY CROSSES OVER STATE HWY 492 SOUTH EAST OF NEW
 LY1651'MILFORD, BM IS LOCATED ON THE WEST SIDE OF THE SOUTH BOUND
 LY1651'LANE OF THE INTERSTATE HWY IN HEADWALL OF A 5 FT X 3 FT CONCRETE
 LY1651'CATCH BASIN ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, 21
 LY1651'FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE, STANDARD
 LY1651'BENCH MARK DISK DRILLED IN HORIZONTAL, STAMPED D 279 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0054 ***********************************************************************
 MA0054  DESIGNATION -  D 28
 MA0054  PID         -  MA0054
 MA0054  STATE/COUNTY-  PA/MCKEAN
 MA0054  USGS QUAD   -  PORT ALLEGANY (1983)
 MA0054
 MA0054                         *CURRENT SURVEY CONTROL
 MA0054  ___________________________________________________________________
 MA0054* NAD 83(1986)-  41 48 40.     (N)    078 16 56.     (W)     SCALED    
 MA0054* NAVD 88     -       451.206  (meters)    1480.33   (feet)  ADJUSTED  
 MA0054  ___________________________________________________________________
 MA0054  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 MA0054  DYNAMIC HT  -         451.022 (meters)    1479.73  (feet)  COMP
 MA0054  MODELED GRAV-     980,200.3   (mgal)                       NAVD 88
 MA0054
 MA0054  VERT ORDER  -  SECOND    CLASS 0
 MA0054
 MA0054.The horizontal coordinates were scaled from a topographic map and have
 MA0054.an estimated accuracy of +/- 6 seconds.
 MA0054
 MA0054.The orthometric height was determined by differential leveling
 MA0054.and adjusted by the National Geodetic Survey in June 1991..
 MA0054
 MA0054.The geoid height was determined by GEOID03.
 MA0054
 MA0054.The dynamic height is computed by dividing the NAVD 88
 MA0054.geopotential number by the normal gravity value computed on the
 MA0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0054.degrees latitude (g = 980.6199 gals.).
 MA0054
 MA0054.The modeled gravity was interpolated from observed gravity values.
 MA0054
 MA0054;                    North         East    Units  Estimated Accuracy
 MA0054;SPC PA N     -   182,760.      555,780.      MT  (+/- 180 meters Scaled)
 MA0054
 MA0054                          SUPERSEDED SURVEY CONTROL
 MA0054
 MA0054  NGVD 29 (??/??/92)  451.348  (m)         1480.80   (f) ADJ UNCH    2 0
 MA0054
 MA0054.Superseded values are not recommended for survey control.
 MA0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0054.See file dsdata.txt to determine how the superseded data were derived.
 MA0054
 MA0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG257323(NAD 83)
 MA0054_MARKER: DB = BENCH MARK DISK
 MA0054_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0054_SP_SET: FOUNDATION
 MA0054_STAMPING: D 28 1934
 MA0054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0054
 MA0054  HISTORY     - Date     Condition        Report By
 MA0054  HISTORY     - 1934     MONUMENTED       CGS
 MA0054  HISTORY     - 1968     GOOD             NGS
 MA0054  HISTORY     - 20010824 MARK NOT FOUND   USPSQD
 MA0054
 MA0054                          STATION DESCRIPTION
 MA0054
 MA0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MA0054'AT PORT ALLEGANY.
 MA0054'AT PORT ALLEGANY, MC KEAN COUNTY, AT THE PENNSYLVANIA RAILROAD
 MA0054'STATION, IN THE FACE OF THE WEST FOUNDATION, 2 FEET SOUTH OF
 MA0054'THE NORTHWEST CORNER, 23 FEET EAST OF THE EAST RAIL, AND 3 FEET
 MA0054'HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED D 28
 MA0054'1934 AND SET VERTICALLY.
 MA0054
 MA0054                          STATION RECOVERY (2001)
 MA0054
 MA0054'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1672 ***********************************************************************
 LY1672  DESIGNATION -  D 280
 LY1672  PID         -  LY1672
 LY1672  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1672  USGS QUAD   -  LENOXVILLE (1980)
 LY1672
 LY1672                         *CURRENT SURVEY CONTROL
 LY1672  ___________________________________________________________________
 LY1672* NAD 83(1986)-  41 41 37.     (N)    075 40 43.     (W)     SCALED    
 LY1672* NAVD 88     -       299.456  (meters)     982.47   (feet)  ADJUSTED  
 LY1672  ___________________________________________________________________
 LY1672  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 LY1672  DYNAMIC HT  -         299.348 (meters)     982.11  (feet)  COMP
 LY1672  MODELED GRAV-     980,254.6   (mgal)                       NAVD 88
 LY1672
 LY1672  VERT ORDER  -  SECOND    CLASS 0
 LY1672
 LY1672.The horizontal coordinates were scaled from a topographic map and have
 LY1672.an estimated accuracy of +/- 6 seconds.
 LY1672
 LY1672.The orthometric height was determined by differential leveling
 LY1672.and adjusted by the National Geodetic Survey in June 1991..
 LY1672
 LY1672.The geoid height was determined by GEOID03.
 LY1672
 LY1672.The dynamic height is computed by dividing the NAVD 88
 LY1672.geopotential number by the normal gravity value computed on the
 LY1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1672.degrees latitude (g = 980.6199 gals.).
 LY1672
 LY1672.The modeled gravity was interpolated from observed gravity values.
 LY1672
 LY1672;                    North         East    Units  Estimated Accuracy
 LY1672;SPC PA N     -   171,640.      772,420.      MT  (+/- 180 meters Scaled)
 LY1672
 LY1672                          SUPERSEDED SURVEY CONTROL
 LY1672
 LY1672  NGVD 29 (??/??/92)  299.653  (m)          983.11   (f) ADJ UNCH    2 0
 LY1672
 LY1672.Superseded values are not recommended for survey control.
 LY1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1672.See file dsdata.txt to determine how the superseded data were derived.
 LY1672
 LY1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM435159(NAD 83)
 LY1672_MARKER: DB = BENCH MARK DISK
 LY1672_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1672_SP_SET: HIGHWAY
 LY1672_STAMPING: D 280 1961
 LY1672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1672
 LY1672  HISTORY     - Date     Condition        Report By
 LY1672  HISTORY     - 1961     MONUMENTED       CGS
 LY1672
 LY1672                          STATION DESCRIPTION
 LY1672
 LY1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1672'1.7 MI S FROM LENOX.
 LY1672'ABOUT 1.7 MILE SOUTH ALONG INTERSTATE HWY 81 FROM WHERE THE
 LY1672'INTERSTATE HWY CROSSES OVER STATE HWY 92 AND U.S. HWY 106 EAST
 LY1672'OF LENOX, BM IS SET ON NORTH WEST SIDE OF SOUTH BOUND LANE OF
 LY1672'INTERSTATE HWY, ABOUT 1 FOOT SOUTH WEST OF NORTH EAST END AND
 LY1672'IN TOP OF HEADWALL FOR A 5 FT X 3 FT CONCRETE CATCH BASIN, 21
 LY1672'FEET NORTH WEST OF CENTERLINE OF SOUTH BOUND LANE, ABOUT 50 YARDS
 LY1672'NORTH EAST OF SOUTH WEST END OF ROCK CUT ON NORTH WEST SIDE OF
 LY1672'HIGHWAY, ABOUT 1 FOOT BELOW THE LEVEL OF HIGHWAY, STANDARD
 LY1672'BENCH MARK DISK DRILLED IN HORIZONTAL, STAMPED D 280 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1596 ***********************************************************************
 LY1596  DESIGNATION -  D 281
 LY1596  PID         -  LY1596
 LY1596  STATE/COUNTY-  PA/LACKAWANNA
 LY1596  USGS QUAD   -  OLYPHANT (1994)
 LY1596
 LY1596                         *CURRENT SURVEY CONTROL
 LY1596  ___________________________________________________________________
 LY1596* NAD 83(1986)-  41 22 58.     (N)    075 34 53.     (W)     SCALED    
 LY1596* NAVD 88     -       451.576  (meters)    1481.55   (feet)  ADJUSTED  
 LY1596  ___________________________________________________________________
 LY1596  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 LY1596  DYNAMIC HT  -         451.384 (meters)    1480.92  (feet)  COMP
 LY1596  MODELED GRAV-     980,183.4   (mgal)                       NAVD 88
 LY1596
 LY1596  VERT ORDER  -  SECOND    CLASS 0
 LY1596
 LY1596.The horizontal coordinates were scaled from a topographic map and have
 LY1596.an estimated accuracy of +/- 6 seconds.
 LY1596
 LY1596.The orthometric height was determined by differential leveling
 LY1596.and adjusted by the National Geodetic Survey in June 1991..
 LY1596
 LY1596.The geoid height was determined by GEOID03.
 LY1596
 LY1596.The dynamic height is computed by dividing the NAVD 88
 LY1596.geopotential number by the normal gravity value computed on the
 LY1596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1596.degrees latitude (g = 980.6199 gals.).
 LY1596
 LY1596.The modeled gravity was interpolated from observed gravity values.
 LY1596
 LY1596;                    North         East    Units  Estimated Accuracy
 LY1596;SPC PA N     -   137,320.      781,370.      MT  (+/- 180 meters Scaled)
 LY1596
 LY1596                          SUPERSEDED SURVEY CONTROL
 LY1596
 LY1596  NGVD 29 (??/??/92)  451.80   (m)         1482.3    (f) COMPUTED    2 0
 LY1596
 LY1596.Superseded values are not recommended for survey control.
 LY1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1596.See file dsdata.txt to determine how the superseded data were derived.
 LY1596
 LY1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL513814(NAD 83)
 LY1596_MARKER: DB = BENCH MARK DISK
 LY1596_SETTING: 80 = SET IN A BOULDER
 LY1596_SP_SET: BOULDER
 LY1596_STAMPING: D 281 1961
 LY1596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1596+STABILITY: SURFACE MOTION
 LY1596
 LY1596  HISTORY     - Date     Condition        Report By
 LY1596  HISTORY     - 1961     MONUMENTED       CGS
 LY1596
 LY1596                          STATION DESCRIPTION
 LY1596
 LY1596'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1596'7.8 MI E FROM MOSCOW.
 LY1596'ABOUT 2.9 MILE WEST ALONG STATE HWY 690 FROM THE JUNCTION OF
 LY1596'STATE 690 AND U.S. 611 IN MOSCOW TO THE JUNCTION OF STATE 690
 LY1596'AND STATE HWY 307 THENCE 1.3 MILE NORTH WEST ALONG STATE 307 TO
 LY1596'GRAVEL ROAD JUNCTION (T 324) NORTH EAST THENCE 1.25 MILE ON
 LY1596'GRAVEL ROAD (NORTH EAST) TO JUNCTION OF GRAVEL ROAD AND COUNTY
 LY1596'RD. 35008 (BLACKTOP) THENCE 0.5 MILE NORTH EAST ON BLACKTOP ROAD
 LY1596'TO GRAVEL ROAD JUNCTION NORTH THENCE 1.8 MILE NORTH ON GRAVEL
 LY1596'ROAD (T 328), SET IN TOP OF A 2 FT X 3 FT BOULDER 15 FEET
 LY1596'WEST-SOUTH WEST OF THE CENTERLINE OF ELMHURST BLVD., 60 FEET
 LY1596'WEST-NORTH WEST OF A SPRING SURROUNDED BY ROCKS, 39 FEET
 LY1596'EAST-SOUTH EAST OF THE CENTERLINE OF GRAVEL ROAD, 30 FEET
 LY1596'SOUTH-SOUTH WEST OF A 30 INCH MAPLE TREE, ABOUT FLUSH WITH
 LY1596'THE GROUND, STANDARD BENCH MARK DISK DRILLED IN HORIZONTAL,
 LY1596'STAMPED D 281 1961.  NOTE-- THIS MARK IS ABOUT 2.5 MILE WEST-NORTH
 LY1596'WEST ALONG ELMHURST BLVD. TO THE JUNCTION OF COUNTY RD. T 328
 LY1596'(GRAVEL ROAD) SOUTH. FROM THE CITY OF ELMHURST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1597 ***********************************************************************
 LY1597  DESIGNATION -  D 281 RESET
 LY1597  PID         -  LY1597
 LY1597  STATE/COUNTY-  PA/LACKAWANNA
 LY1597  USGS QUAD   -  OLYPHANT (1994)
 LY1597
 LY1597                         *CURRENT SURVEY CONTROL
 LY1597  ___________________________________________________________________
 LY1597* NAD 83(1986)-  41 22 58.     (N)    075 34 53.     (W)     SCALED    
 LY1597* NAVD 88     -       457.65   (+/-2cm)    1501.5    (feet)  VERTCON   
 LY1597  ___________________________________________________________________
 LY1597  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 LY1597
 LY1597  VERT ORDER  -  THIRD (See Below)
 LY1597
 LY1597.The horizontal coordinates were scaled from a topographic map and have
 LY1597.an estimated accuracy of +/- 6 seconds.
 LY1597
 LY1597.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY1597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY1597.The vertical order pertains to the NGVD 29 superseded value.
 LY1597
 LY1597.The geoid height was determined by GEOID03.
 LY1597
 LY1597;                    North         East    Units  Estimated Accuracy
 LY1597;SPC PA N     -   137,320.      781,370.      MT  (+/- 180 meters Scaled)
 LY1597
 LY1597                          SUPERSEDED SURVEY CONTROL
 LY1597
 LY1597  NGVD 29 (??/??/??)  457.87   (m)         1502.2    (f) RESET       3  
 LY1597
 LY1597.Superseded values are not recommended for survey control.
 LY1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1597.See file dsdata.txt to determine how the superseded data were derived.
 LY1597
 LY1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL513814(NAD 83)
 LY1597_MARKER: DB = BENCH MARK DISK
 LY1597_SETTING: 80 = SET IN A BOULDER
 LY1597_SP_SET: BOULDER
 LY1597_STAMPING: D 281 1961 RESET 1967
 LY1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1597+STABILITY: SURFACE MOTION
 LY1597
 LY1597  HISTORY     - Date     Condition        Report By
 LY1597  HISTORY     - 1967     MONUMENTED       CGS
 LY1597  HISTORY     - 19941230 MARK NOT FOUND   USGS
 LY1597
 LY1597                          STATION DESCRIPTION
 LY1597
 LY1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LY1597'2.5 MI NW FROM ELMHURST.
 LY1597'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 611 AND
 LY1597'STATE HIGHWAY 690 IN MOSCOW, GO WEST ON STATE HIGHWAY 690 FOR
 LY1597'2.9 MILES TO THE JUNCTION OF STATE HIGHWAY 307, TURN RIGHT AND
 LY1597'GO NORTH ON STATE HIGHWAY 307 FOR 1.3 MILES TO A SIDE ROAD
 LY1597'RIGHT, TURN RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 1.25 MILES
 LY1597'TO A T-ROAD, TURN RIGHT AND CONTINUE EASTERLY ON THE BLACKTOP
 LY1597'ROAD FOR 0.5 MILE TO A SIDE ROAD ON THE LEFT TURN LEFT AND GO
 LY1597'NORTH ON THE GRAVELED ROAD FOR 1.75 MILES TO THE MARK ON THE LEFT.
 LY1597'THE MARK IS 75 FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED
 LY1597'ROAD, 5 FEET EAST OF A TRIANGULAR BLAZED TREE AND 2.6 FEET
 LY1597'NORTH OF A METAL WITNESS POST.  IT IS CEMENTED IN A DRILL HOLE
 LY1597'IN A BOULDER.
 LY1597
 LY1597                          STATION RECOVERY (1994)
 LY1597
 LY1597'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (DH)
 LY1597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1269 ***********************************************************************
 LY1269  DESIGNATION -  D 282
 LY1269  PID         -  LY1269
 LY1269  STATE/COUNTY-  PA/MONROE
 LY1269  USGS QUAD   -  TOBYHANNA (1994)
 LY1269
 LY1269                         *CURRENT SURVEY CONTROL
 LY1269  ___________________________________________________________________
 LY1269* NAD 83(1986)-  41 11 20.     (N)    075 26 24.     (W)     SCALED    
 LY1269* NAVD 88     -       595.814  (meters)    1954.77   (feet)  ADJUSTED  
 LY1269  ___________________________________________________________________
 LY1269  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 LY1269  DYNAMIC HT  -         595.517 (meters)    1953.79  (feet)  COMP
 LY1269  MODELED GRAV-     980,107.1   (mgal)                       NAVD 88
 LY1269
 LY1269  VERT ORDER  -  SECOND    CLASS 0
 LY1269
 LY1269.The horizontal coordinates were scaled from a topographic map and have
 LY1269.an estimated accuracy of +/- 6 seconds.
 LY1269
 LY1269.The orthometric height was determined by differential leveling
 LY1269.and adjusted by the National Geodetic Survey in June 1991..
 LY1269
 LY1269.The geoid height was determined by GEOID03.
 LY1269
 LY1269.The dynamic height is computed by dividing the NAVD 88
 LY1269.geopotential number by the normal gravity value computed on the
 LY1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1269.degrees latitude (g = 980.6199 gals.).
 LY1269
 LY1269.The modeled gravity was interpolated from observed gravity values.
 LY1269
 LY1269;                    North         East    Units  Estimated Accuracy
 LY1269;SPC PA N     -   116,110.      793,770.      MT  (+/- 180 meters Scaled)
 LY1269
 LY1269                          SUPERSEDED SURVEY CONTROL
 LY1269
 LY1269  NGVD 29 (??/??/92)  596.008  (m)         1955.40   (f) ADJ UNCH    2 0
 LY1269
 LY1269.Superseded values are not recommended for survey control.
 LY1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1269.See file dsdata.txt to determine how the superseded data were derived.
 LY1269
 LY1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL631598(NAD 83)
 LY1269_MARKER: DB = BENCH MARK DISK
 LY1269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1269_SP_SET: CATCH DRAIN BACKWALL
 LY1269_STAMPING: D 282 1961
 LY1269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1269
 LY1269  HISTORY     - Date     Condition        Report By
 LY1269  HISTORY     - 1961     MONUMENTED       CGS
 LY1269
 LY1269                          STATION DESCRIPTION
 LY1269
 LY1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1269'12.2 MI S FROM MOSCOW.
 LY1269'3.7 MILE SOUTH ALONG U.S. HWY 611 FROM THE JUNCTION OF U.S. 611
 LY1269'AND STATE HWY 690 IN MOSCOW TO THE JUNCTION OF U.S. HWY 611
 LY1269'AND STATE HWY 307 THENCE CONTINUE SOUTH 8.45 MILE ALONG U.S.
 LY1269'611 TO A CATCH DRAIN, SET IN TOP AND AT THE SOUTH-SOUTH EAST
 LY1269'END OF THE BACKWALL OF CATCH DRAIN 4 FT X 3 FT, ABOUT 2 FEET
 LY1269'ABOVE THE HIGHWAY, STANDARD BENCH MARK DISK DRILLED IN
 LY1269'HORIZONTAL, STAMPED D 282 1961 33 FEET EAST-NORTH EAST OF THE
 LY1269'CENTERLINE OF U.S. 611.  ALSO-- ABOUT 0.65 MILE WEST-NORTH WEST
 LY1269'OF ROAD EAST TO TOBYHANNA SIGNAL DEPOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1376 ***********************************************************************
 KX1376  DESIGNATION -  D 283
 KX1376  PID         -  KX1376
 KX1376  STATE/COUNTY-  PA/WESTMORELAND
 KX1376  USGS QUAD   -  MOUNT PLEASANT (1993)
 KX1376
 KX1376                         *CURRENT SURVEY CONTROL
 KX1376  ___________________________________________________________________
 KX1376* NAD 83(1986)-  40 10 58.     (N)    079 34 29.     (W)     SCALED    
 KX1376* NAVD 88     -       366.542  (meters)    1202.56   (feet)  ADJUSTED  
 KX1376  ___________________________________________________________________
 KX1376  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KX1376  DYNAMIC HT  -         366.343 (meters)    1201.91  (feet)  COMP
 KX1376  MODELED GRAV-     980,072.4   (mgal)                       NAVD 88
 KX1376
 KX1376  VERT ORDER  -  SECOND    CLASS 0
 KX1376
 KX1376.The horizontal coordinates were scaled from a topographic map and have
 KX1376.an estimated accuracy of +/- 6 seconds.
 KX1376
 KX1376.The orthometric height was determined by differential leveling
 KX1376.and adjusted by the National Geodetic Survey in June 1991..
 KX1376
 KX1376.The geoid height was determined by GEOID03.
 KX1376
 KX1376.The dynamic height is computed by dividing the NAVD 88
 KX1376.geopotential number by the normal gravity value computed on the
 KX1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1376.degrees latitude (g = 980.6199 gals.).
 KX1376
 KX1376.The modeled gravity was interpolated from observed gravity values.
 KX1376
 KX1376;                    North         East    Units  Estimated Accuracy
 KX1376;SPC PA S     -    95,920.      444,610.      MT  (+/- 180 meters Scaled)
 KX1376
 KX1376                          SUPERSEDED SURVEY CONTROL
 KX1376
 KX1376  NGVD 29 (??/??/92)  366.738  (m)         1203.21   (f) ADJ UNCH    2 0
 KX1376
 KX1376.Superseded values are not recommended for survey control.
 KX1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1376.See file dsdata.txt to determine how the superseded data were derived.
 KX1376
 KX1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE213490(NAD 83)
 KX1376_MARKER: DB = BENCH MARK DISK
 KX1376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1376_SP_SET: CULVERT
 KX1376_STAMPING: D 283 1961
 KX1376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1376
 KX1376  HISTORY     - Date     Condition        Report By
 KX1376  HISTORY     - 1961     MONUMENTED       CGS
 KX1376
 KX1376                          STATION DESCRIPTION
 KX1376
 KX1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KX1376'3.2 MI NW FROM MT PLEASANT.
 KX1376'ABOUT 1.0 MILE WEST ALONG STATE ROUTE 31 FROM THE POST OFFICE IN
 KX1376'MT PLEASANT TO THE JUNCTION OF STATE ROUTE 31 AND U.S. HIGHWAY
 KX1376'119 THENCE NORTH ON U.S. HIGHWAY 119 FOR 2.25 MILES TO MARK.
 KX1376'IT IS DRILLED IN THE WEST END OF A BOX CULVERT, 20 FEET WEST OF
 KX1376'CENTER OF U.S. HIGHWAY 119, 100 PACES SOUTH OF THE SOUTH END OF
 KX1376'A GUARD RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1417 ***********************************************************************
 KX1417  DESIGNATION -  D 284
 KX1417  PID         -  KX1417
 KX1417  STATE/COUNTY-  PA/WESTMORELAND
 KX1417  USGS QUAD   -  DONORA (1973)
 KX1417
 KX1417                         *CURRENT SURVEY CONTROL
 KX1417  ___________________________________________________________________
 KX1417* NAD 83(1986)-  40 08 00.     (N)    079 51 58.     (W)     SCALED    
 KX1417* NAVD 88     -       265.639  (meters)     871.52   (feet)  ADJUSTED  
 KX1417  ___________________________________________________________________
 KX1417  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KX1417  DYNAMIC HT  -         265.495 (meters)     871.04  (feet)  COMP
 KX1417  MODELED GRAV-     980,077.8   (mgal)                       NAVD 88
 KX1417
 KX1417  VERT ORDER  -  SECOND    CLASS 0
 KX1417
 KX1417.The horizontal coordinates were scaled from a topographic map and have
 KX1417.an estimated accuracy of +/- 6 seconds.
 KX1417
 KX1417.The orthometric height was determined by differential leveling
 KX1417.and adjusted by the National Geodetic Survey in June 1991..
 KX1417
 KX1417.The geoid height was determined by GEOID03.
 KX1417
 KX1417.The dynamic height is computed by dividing the NAVD 88
 KX1417.geopotential number by the normal gravity value computed on the
 KX1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1417.degrees latitude (g = 980.6199 gals.).
 KX1417
 KX1417.The modeled gravity was interpolated from observed gravity values.
 KX1417
 KX1417;                    North         East    Units  Estimated Accuracy
 KX1417;SPC PA S     -    90,990.      419,670.      MT  (+/- 180 meters Scaled)
 KX1417
 KX1417                          SUPERSEDED SURVEY CONTROL
 KX1417
 KX1417  NGVD 29 (??/??/92)  265.832  (m)          872.15   (f) ADJ UNCH    2 0
 KX1417
 KX1417.Superseded values are not recommended for survey control.
 KX1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1417.See file dsdata.txt to determine how the superseded data were derived.
 KX1417
 KX1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE966431(NAD 83)
 KX1417_MARKER: DD = SURVEY DISK
 KX1417_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1417_SP_SET: BRIDGE
 KX1417_STAMPING: D 284
 KX1417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1417
 KX1417  HISTORY     - Date     Condition        Report By
 KX1417  HISTORY     - UNK      MONUMENTED       PADT
 KX1417  HISTORY     - 1961     GOOD             NGS
 KX1417  HISTORY     - 19990501 GOOD             PADT
 KX1417
 KX1417                          STATION DESCRIPTION
 KX1417
 KX1417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KX1417'0.6 MI E FROM BELLE VERNON.
 KX1417'ABOUT 0.6 MILE EAST ALONG INTERSTATE HIGHWAY 70 SOUTH FROM
 KX1417'THE EAST END OF A 2000 FOOT BRIDGE OVER THE MONONGAHELA
 KX1417'RIVER IN BELLE VERNON, 16.0 FEET WEST OF THE CENTER OF THE
 KX1417'BRIDGE FLOOR, AND ABOUT THE SAME LEVEL AS THE BRIDGE FLOOR.
 KX1417'IT IS SET IN THE NORTHWEST WINGWALL OF A CONCRETE BRIDGE OVER
 KX1417'INTERSTATE HIGHWAY 70S.
 KX1417
 KX1417                          STATION RECOVERY (1999)
 KX1417
 KX1417'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (AAP)
 KX1417'WINGALL HAS NOT MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0719 ***********************************************************************
 KY0719  DESIGNATION -  D 285
 KY0719  PID         -  KY0719
 KY0719  STATE/COUNTY-  PA/WASHINGTON
 KY0719  USGS QUAD   -  WASHINGTON EAST (1977)
 KY0719
 KY0719                         *CURRENT SURVEY CONTROL
 KY0719  ___________________________________________________________________
 KY0719* NAD 83(1986)-  40 09 40.     (N)    080 11 36.     (W)     SCALED    
 KY0719* NAVD 88     -       340.773  (meters)    1118.02   (feet)  ADJUSTED  
 KY0719  ___________________________________________________________________
 KY0719  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KY0719  DYNAMIC HT  -         340.580 (meters)    1117.39  (feet)  COMP
 KY0719  MODELED GRAV-     980,049.5   (mgal)                       NAVD 88
 KY0719
 KY0719  VERT ORDER  -  SECOND    CLASS 0
 KY0719
 KY0719.The horizontal coordinates were scaled from a topographic map and have
 KY0719.an estimated accuracy of +/- 6 seconds.
 KY0719
 KY0719.The orthometric height was determined by differential leveling
 KY0719.and adjusted by the National Geodetic Survey in June 1991..
 KY0719
 KY0719.The geoid height was determined by GEOID03.
 KY0719
 KY0719.The dynamic height is computed by dividing the NAVD 88
 KY0719.geopotential number by the normal gravity value computed on the
 KY0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0719.degrees latitude (g = 980.6199 gals.).
 KY0719
 KY0719.The modeled gravity was interpolated from observed gravity values.
 KY0719
 KY0719;                    North         East    Units  Estimated Accuracy
 KY0719;SPC PA S     -    94,790.      391,880.      MT  (+/- 180 meters Scaled)
 KY0719
 KY0719                          SUPERSEDED SURVEY CONTROL
 KY0719
 KY0719  NGVD 29 (??/??/92)  340.909  (m)         1118.47   (f) ADJ UNCH    2 0
 KY0719
 KY0719.Superseded values are not recommended for survey control.
 KY0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0719.See file dsdata.txt to determine how the superseded data were derived.
 KY0719
 KY0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE686459(NAD 83)
 KY0719_MARKER: DD = SURVEY DISK
 KY0719_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0719_SP_SET: BRIDGE
 KY0719_STAMPING: D 285
 KY0719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0719
 KY0719  HISTORY     - Date     Condition        Report By
 KY0719  HISTORY     - UNK      MONUMENTED       PADT
 KY0719  HISTORY     - 1961     GOOD             NGS
 KY0719
 KY0719                          STATION DESCRIPTION
 KY0719
 KY0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KY0719'3.8 MI E FROM WASHINGTON.
 KY0719'ABOUT 2.67 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 KY0719'IN WASHINGTON TO AN INTERCHANGE BRIDGE OF U.S. HIGHWAY 40 AND A
 KY0719'NEW 4-LANE HIGHWAY UNDER CONSTRUCTION, THENCE NORTHEAST ALONG
 KY0719'THE NEW HIGHWAY, NOW UNDER CONSTRUCTION FOR 1.16 MILES, 24.0 FEET
 KY0719'SOUTH OF THE CENTERLINE OF A 100.0 FOOT WIDE CONCRETE BRIDGE AND
 KY0719'INTERSTATE HIGHWAY 70 S.  SET IN TOP OF THE SOUTH BANISTER, AT
 KY0719'THE SOUTHWEST END OF A 100.0 FOOT WIDE CONCRETE BRIDGE OF INTERSTATE
 KY0719'HIGHWAY 70S OVER A 4-LANE HIGHWAY, NOW UNDER CONSTRUCTION NAME
 KY0719'NOT KNOWN AT THIS DATE.  THE MARK IS ABOUT 2.0 FEET ABOVE THE
 KY0719'LEVEL OF THE BRIDGE FLOOR AND HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0960 ***********************************************************************
 KW0960  DESIGNATION -  D 286 PADH
 KW0960  PID         -  KW0960
 KW0960  STATE/COUNTY-  PA/YORK
 KW0960  USGS QUAD   -  LEMOYNE (1987)
 KW0960
 KW0960                         *CURRENT SURVEY CONTROL
 KW0960  ___________________________________________________________________
 KW0960* NAD 83(1986)-  40 12 36.     (N)    076 52 41.     (W)     SCALED    
 KW0960* NAVD 88     -       127.365  (meters)     417.86   (feet)  ADJUSTED  
 KW0960  ___________________________________________________________________
 KW0960  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 KW0960  DYNAMIC HT  -         127.300 (meters)     417.65  (feet)  COMP
 KW0960  MODELED GRAV-     980,113.0   (mgal)                       NAVD 88
 KW0960
 KW0960  VERT ORDER  -  SECOND    CLASS 0
 KW0960
 KW0960.The horizontal coordinates were scaled from a topographic map and have
 KW0960.an estimated accuracy of +/- 6 seconds.
 KW0960
 KW0960.The orthometric height was determined by differential leveling
 KW0960.and adjusted by the National Geodetic Survey in June 1991..
 KW0960
 KW0960.The geoid height was determined by GEOID03.
 KW0960
 KW0960.The dynamic height is computed by dividing the NAVD 88
 KW0960.geopotential number by the normal gravity value computed on the
 KW0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0960.degrees latitude (g = 980.6199 gals.).
 KW0960
 KW0960.The modeled gravity was interpolated from observed gravity values.
 KW0960
 KW0960;                    North         East    Units  Estimated Accuracy
 KW0960;SPC PA S     -    97,710.      674,230.      MT  (+/- 180 meters Scaled)
 KW0960
 KW0960                          SUPERSEDED SURVEY CONTROL
 KW0960
 KW0960  NGVD 29 (??/??/??)  127.576  (m)          418.56   (f) ADJUSTED    2 0
 KW0960
 KW0960.Superseded values are not recommended for survey control.
 KW0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0960.See file dsdata.txt to determine how the superseded data were derived.
 KW0960
 KW0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK401527(NAD 83)
 KW0960_MARKER: DD = SURVEY DISK
 KW0960_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0960_SP_SET: BRIDGE
 KW0960_STAMPING: D 286
 KW0960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0960
 KW0960  HISTORY     - Date     Condition        Report By
 KW0960  HISTORY     - UNK      MONUMENTED       PADH
 KW0960  HISTORY     - 1961     GOOD             CGS
 KW0960  HISTORY     - 1971     GOOD             PADH
 KW0960  HISTORY     - 20030412 MARK NOT FOUND   USPSQD
 KW0960  HISTORY     - 20060816 MARK NOT FOUND   GEOCAC
 KW0960
 KW0960                          STATION DESCRIPTION
 KW0960
 KW0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KW0960'3.2 MI S FROM LEMOYNE.
 KW0960'ABOUT 3.2 MILES SOUTH ALONG U.S. HIGHWAY 111 FROM THE POST OFFICE
 KW0960'IN LEMOYNE, 22.0 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND
 KW0960'TRAFFIC LANE OF U.S. HIGHWAY 111.  SET IN TOP OF THE SOUTHEAST
 KW0960'WINGWALL OF A 110.0 FOOT LONG CONCRETE BRIDGE OF THE INTERCHANGE
 KW0960'BRIDGE OF U.S. HIGHWAY 111 AND THE PENNSYLVANIA TURNPIKE.  IT
 KW0960'IS ABOUT THE SAME LEVEL AS THE SURFACE OF U.S. HIGHWAY 111.
 KW0960
 KW0960                          STATION RECOVERY (1971)
 KW0960
 KW0960'RECOVERY NOTE BY PA DEPT OF HIGHWAYS 1971
 KW0960'RECOVERED IN GOOD CONDITION.
 KW0960
 KW0960                          STATION RECOVERY (2003)
 KW0960
 KW0960'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPP)
 KW0960'THE HIGHWAY HAS BEEN RECONSTRUCTED.  THE BRIDGE HAS BEEN REPLACED.
 KW0960'THERE IS A NEW MARK PLACED BY PENNSYLVANIA DEPT. OF TRANSPORTATION.
 KW0960
 KW0960                          STATION RECOVERY (2006)
 KW0960
 KW0960'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW0960'LOCATION OF ORIGINAL MARK ON SOUTHEAST WINGWALL HAS BEEN CAPPED WITH
 KW0960'NEW CONCRETE. A NEW UNSTAMPED MARK IS BEEN PLACED ON THE SOUTH END OF
 KW0960'THE EAST CEMENT GUARDRAIL ABOUT 3 FEET ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1741 ***********************************************************************
 JV1741  DESIGNATION -  D 287 PADH
 JV1741  PID         -  JV1741
 JV1741  STATE/COUNTY-  PA/YORK
 JV1741  USGS QUAD   -  YORK (1990)
 JV1741
 JV1741                         *CURRENT SURVEY CONTROL
 JV1741  ___________________________________________________________________
 JV1741* NAD 83(1986)-  39 57 29.     (N)    076 41 05.     (W)     SCALED    
 JV1741* NAVD 88     -       138.554  (meters)     454.57   (feet)  ADJUSTED  
 JV1741  ___________________________________________________________________
 JV1741  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JV1741  DYNAMIC HT  -         138.483 (meters)     454.34  (feet)  COMP
 JV1741  MODELED GRAV-     980,112.3   (mgal)                       NAVD 88
 JV1741
 JV1741  VERT ORDER  -  SECOND    CLASS 0
 JV1741
 JV1741.The horizontal coordinates were scaled from a topographic map and have
 JV1741.an estimated accuracy of +/- 6 seconds.
 JV1741
 JV1741.The orthometric height was determined by differential leveling
 JV1741.and adjusted by the National Geodetic Survey in June 1991..
 JV1741
 JV1741.The geoid height was determined by GEOID03.
 JV1741
 JV1741.The dynamic height is computed by dividing the NAVD 88
 JV1741.geopotential number by the normal gravity value computed on the
 JV1741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1741.degrees latitude (g = 980.6199 gals.).
 JV1741
 JV1741.The modeled gravity was interpolated from observed gravity values.
 JV1741
 JV1741;                    North         East    Units  Estimated Accuracy
 JV1741;SPC PA S     -    69,920.      691,020.      MT  (+/- 180 meters Scaled)
 JV1741
 JV1741                          SUPERSEDED SURVEY CONTROL
 JV1741
 JV1741  NGVD 29 (??/??/??)  138.805  (m)          455.40   (f) ADJUSTED    2 0
 JV1741
 JV1741.Superseded values are not recommended for survey control.
 JV1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1741.See file dsdata.txt to determine how the superseded data were derived.
 JV1741
 JV1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK561244(NAD 83)
 JV1741_MARKER: DD = SURVEY DISK
 JV1741_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1741_SP_SET: BRIDGE
 JV1741_STAMPING: S 287
 JV1741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1741
 JV1741  HISTORY     - Date     Condition        Report By
 JV1741  HISTORY     - UNK      MONUMENTED       PADH
 JV1741  HISTORY     - 1961     GOOD             CGS
 JV1741  HISTORY     - 1987     GOOD             USPSQD
 JV1741  HISTORY     - 1988     GOOD             USPSQD
 JV1741  HISTORY     - 20000301 GOOD             PADT
 JV1741  HISTORY     - 20041214 GOOD             PADT
 JV1741
 JV1741                          STATION DESCRIPTION
 JV1741
 JV1741'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JV1741'1.2 MI S FROM YORK.
 JV1741'1.2 MILES SOUTH ALONG U.S. HIGHWAY 111, INTERSTATE HIGHWAY 83
 JV1741'FROM THE INTERCHANGE BRIDGE OF U.S. HIGHWAY 111, INTERSTATE
 JV1741'HIGHWAY 83 AND U.S. HIGHWAY 30 AT THE EAST EDGE OF YORK, 23.0
 JV1741'FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE OF
 JV1741'STATE HIGHWAY 124.  SET IN TOP OF THE SOUTH CONCRETE BANISTER,
 JV1741'AT THE WEST END OF A LARGE CONCRETE BRIDGE OF STATE HIGHWAY
 JV1741'124 OVER U.S. HIGHWAY 111 AND INTERSTATE HIGHWAY 83 AND IS
 JV1741'ABOUT 2.0 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 JV1741
 JV1741                          STATION RECOVERY (1987)
 JV1741
 JV1741'RECOVERY NOTE BY US POWER SQUADRON 1987 (RED)
 JV1741'RECOVERED IN GOOD CONDITION.
 JV1741
 JV1741                          STATION RECOVERY (1988)
 JV1741
 JV1741'RECOVERY NOTE BY US POWER SQUADRON 1988 (RED)
 JV1741'RECOVERED IN GOOD CONDITION.
 JV1741
 JV1741                          STATION RECOVERY (2000)
 JV1741
 JV1741'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 JV1741'RECOVERED IN GOOD CONDITION.
 JV1741
 JV1741                          STATION RECOVERY (2004)
 JV1741
 JV1741'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (BH)
 JV1741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1107 ***********************************************************************
 LY1107  DESIGNATION -  D 288
 LY1107  PID         -  LY1107
 LY1107  STATE/COUNTY-  PA/LACKAWANNA
 LY1107  USGS QUAD   -  STERLING (1994)
 LY1107
 LY1107                         *CURRENT SURVEY CONTROL
 LY1107  ___________________________________________________________________
 LY1107* NAD 83(1986)-  41 16 18.     (N)    075 27 16.     (W)     SCALED    
 LY1107* NAVD 88     -       575.499  (meters)    1888.12   (feet)  ADJUSTED  
 LY1107  ___________________________________________________________________
 LY1107  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 LY1107  DYNAMIC HT  -         575.222 (meters)    1887.21  (feet)  COMP
 LY1107  MODELED GRAV-     980,124.2   (mgal)                       NAVD 88
 LY1107
 LY1107  VERT ORDER  -  SECOND    CLASS 0
 LY1107
 LY1107.The horizontal coordinates were scaled from a topographic map and have
 LY1107.an estimated accuracy of +/- 6 seconds.
 LY1107
 LY1107.The orthometric height was determined by differential leveling
 LY1107.and adjusted by the National Geodetic Survey in June 1991..
 LY1107
 LY1107.The geoid height was determined by GEOID03.
 LY1107
 LY1107.The dynamic height is computed by dividing the NAVD 88
 LY1107.geopotential number by the normal gravity value computed on the
 LY1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1107.degrees latitude (g = 980.6199 gals.).
 LY1107
 LY1107.The modeled gravity was interpolated from observed gravity values.
 LY1107
 LY1107;                    North         East    Units  Estimated Accuracy
 LY1107;SPC PA N     -   125,260.      792,310.      MT  (+/- 180 meters Scaled)
 LY1107
 LY1107                          SUPERSEDED SURVEY CONTROL
 LY1107
 LY1107  NGVD 29 (??/??/92)  575.700  (m)         1888.78   (f) ADJ UNCH    2 0
 LY1107
 LY1107.Superseded values are not recommended for survey control.
 LY1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1107.See file dsdata.txt to determine how the superseded data were derived.
 LY1107
 LY1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL619690(NAD 83)
 LY1107_MARKER: DB = BENCH MARK DISK
 LY1107_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1107_SP_SET: FOUNDATION
 LY1107_STAMPING: D 288 1961
 LY1107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1107
 LY1107  HISTORY     - Date     Condition        Report By
 LY1107  HISTORY     - 1961     MONUMENTED       CGS
 LY1107
 LY1107                          STATION DESCRIPTION
 LY1107
 LY1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1107'5.8 MI SE FROM MOSCOW.
 LY1107'5.8 MILE SOUTH EAST ALONG THE DELAWARE LACKAWANNA AND WESTERN
 LY1107'RAILROAD FROM THE STATION IN MOSCOW, SET VERTICALLY IN THE
 LY1107'WEST FACE OF NORTH MOST OF TWO FOUNDATIONS (WHICH ARE TO HOLD
 LY1107'A LARGE DRUM), 60 FEET NORTH OF A CALL BOX, 24 FEET EAST OF THE
 LY1107'EAST RAIL OF THE EAST MOST OF FOUR TRACKS (JUST SOUTH OF WHERE
 LY1107'THE EAST MOST TRACK BECOMES A SIDEING TRACK), ABOUT 2 FEET ABOVE
 LY1107'THE RAIL, 3 FEET ABOVE THE GROUND, STANDARD BENCH MARK DISK
 LY1107'DRILLED IN VERTICAL, STAMPED D 288 1961.  NOTE-- THIS IS ABOUT
 LY1107'0.25 MILE SOUTH OF AN OVERHEAD BRIDGE OVER TRACKS,  NOTE-- THIS IS
 LY1107'LOCATED AT WHAT USED TO BE THE RAILROAD STATION IN LEHIGH,
 LY1107'ABOUT 150 YARDS NORTH OF A SIGNAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1790 ***********************************************************************
 JV1790  DESIGNATION -  D 289
 JV1790  PID         -  JV1790
 JV1790  STATE/COUNTY-  PA/YORK
 JV1790  USGS QUAD   -  GLEN ROCK (1984)
 JV1790
 JV1790                         *CURRENT SURVEY CONTROL
 JV1790  ___________________________________________________________________
 JV1790* NAD 83(1986)-  39 47 20.     (N)    076 40 29.     (W)     SCALED    
 JV1790* NAVD 88     -       297.919  (meters)     977.42   (feet)  ADJUSTED  
 JV1790  ___________________________________________________________________
 JV1790  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JV1790  DYNAMIC HT  -         297.767 (meters)     976.92  (feet)  COMP
 JV1790  MODELED GRAV-     980,107.3   (mgal)                       NAVD 88
 JV1790
 JV1790  VERT ORDER  -  SECOND    CLASS 0
 JV1790
 JV1790.The horizontal coordinates were scaled from a topographic map and have
 JV1790.an estimated accuracy of +/- 6 seconds.
 JV1790
 JV1790.The orthometric height was determined by differential leveling
 JV1790.and adjusted by the National Geodetic Survey in June 1991..
 JV1790
 JV1790.The geoid height was determined by GEOID03.
 JV1790
 JV1790.The dynamic height is computed by dividing the NAVD 88
 JV1790.geopotential number by the normal gravity value computed on the
 JV1790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1790.degrees latitude (g = 980.6199 gals.).
 JV1790
 JV1790.The modeled gravity was interpolated from observed gravity values.
 JV1790
 JV1790;                    North         East    Units  Estimated Accuracy
 JV1790;SPC PA S     -    51,140.      692,100.      MT  (+/- 180 meters Scaled)
 JV1790
 JV1790                          SUPERSEDED SURVEY CONTROL
 JV1790
 JV1790  NGVD 29 (??/??/??)  298.131  (m)          978.12   (f) ADJUSTED    2 0
 JV1790
 JV1790.Superseded values are not recommended for survey control.
 JV1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1790.See file dsdata.txt to determine how the superseded data were derived.
 JV1790
 JV1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK566056(NAD 83)
 JV1790_MARKER: DB = BENCH MARK DISK
 JV1790_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV1790_SP_SET: CULVERT
 JV1790_STAMPING: D 289 1961
 JV1790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV1790
 JV1790  HISTORY     - Date     Condition        Report By
 JV1790  HISTORY     - 1961     MONUMENTED       CGS
 JV1790  HISTORY     - 1987     GOOD             USPSQD
 JV1790  HISTORY     - 1988     GOOD             USPSQD
 JV1790
 JV1790                          STATION DESCRIPTION
 JV1790
 JV1790'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JV1790'2 MI NE FROM SHREWSBURY.
 JV1790'0.8 MILE EAST ALONG STATE HIGHWAY 851 FROM THE NEW YORK BANK AND
 JV1790'TRUST COMPANY BUILDING IN SHREWSBURY, THENCE 1.2 MILES NORTH
 JV1790'ALONG U.S. HIGHWAY 111 AND INTERSTATE HIGHWAY 83, 23.0 FEET EAST
 JV1790'OF THE CENTERLINE OF THE NORTH BOUND TRAFFIC LANE OF U.S. HIGHWAY
 JV1790'111 AND INTERSTATE HIGHWAY 83 AND 3.2 FEET NORTH OF A RED METAL
 JV1790'POST.  SET IN TOP OF A 14-INCH WIDE AND 6.0 FOOT LONG EAST
 JV1790'CONCRETE HEADWALL OF AN 18-INCH ROUND CONCRETE CULVERT UNDER
 JV1790'U.S. HIGHWAY 111 AND INTERSTATE HIGHWAY 83 AND IS ABOUT 6 INCHES
 JV1790'BELOW THE LEVEL OF THE HIGHWAY.
 JV1790
 JV1790                          STATION RECOVERY (1987)
 JV1790
 JV1790'RECOVERY NOTE BY US POWER SQUADRON 1987 (RED)
 JV1790'RECOVERED IN GOOD CONDITION.
 JV1790
 JV1790                          STATION RECOVERY (1988)
 JV1790
 JV1790'RECOVERY NOTE BY US POWER SQUADRON 1988 (RED)
 JV1790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1371 ***********************************************************************
 LZ1371  DESIGNATION -  D 29
 LZ1371  PID         -  LZ1371
 LZ1371  STATE/COUNTY-  PA/POTTER
 LZ1371  USGS QUAD   -  CHERRY SPRINGS (1994)
 LZ1371
 LZ1371                         *CURRENT SURVEY CONTROL
 LZ1371  ___________________________________________________________________
 LZ1371* NAD 83(1986)-  41 40 38.     (N)    077 46 16.     (W)     SCALED    
 LZ1371* NAVD 88     -       515.674  (meters)    1691.84   (feet)  ADJUSTED  
 LZ1371  ___________________________________________________________________
 LZ1371  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 LZ1371  DYNAMIC HT  -         515.443 (meters)    1691.08  (feet)  COMP
 LZ1371  MODELED GRAV-     980,157.7   (mgal)                       NAVD 88
 LZ1371
 LZ1371  VERT ORDER  -  SECOND    CLASS 0
 LZ1371
 LZ1371.The horizontal coordinates were scaled from a topographic map and have
 LZ1371.an estimated accuracy of +/- 6 seconds.
 LZ1371
 LZ1371.The orthometric height was determined by differential leveling
 LZ1371.and adjusted by the National Geodetic Survey in June 1991..
 LZ1371
 LZ1371.The geoid height was determined by GEOID03.
 LZ1371
 LZ1371.The dynamic height is computed by dividing the NAVD 88
 LZ1371.geopotential number by the normal gravity value computed on the
 LZ1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1371.degrees latitude (g = 980.6199 gals.).
 LZ1371
 LZ1371.The modeled gravity was interpolated from observed gravity values.
 LZ1371
 LZ1371;                    North         East    Units  Estimated Accuracy
 LZ1371;SPC PA N     -   167,760.      598,240.      MT  (+/- 180 meters Scaled)
 LZ1371
 LZ1371                          SUPERSEDED SURVEY CONTROL
 LZ1371
 LZ1371  NGVD 29 (??/??/92)  515.796  (m)         1692.24   (f) ADJ UNCH    2 0
 LZ1371
 LZ1371.Superseded values are not recommended for survey control.
 LZ1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1371.See file dsdata.txt to determine how the superseded data were derived.
 LZ1371
 LZ1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM693176(NAD 83)
 LZ1371_MARKER: DB = BENCH MARK DISK
 LZ1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1371_STAMPING: D 29 1934
 LZ1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1371+STABILITY: SURFACE MOTION
 LZ1371
 LZ1371  HISTORY     - Date     Condition        Report By
 LZ1371  HISTORY     - 1934     MONUMENTED       CGS
 LZ1371
 LZ1371                          STATION DESCRIPTION
 LZ1371
 LZ1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1371'7.6 MI W FROM GALETON.
 LZ1371'7.6 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM GALETON,
 LZ1371'POTTER COUNTY, ABOUT 4.5 MILES EAST OF CHERRY SPRINGS, ABOUT
 LZ1371'2,150 FEET EAST OF MILEPOST 135, 24 FEET SOUTH OF THE CENTER
 LZ1371'LINE OF A GRADE CROSSING, 21 FEET SOUTH OF THE CENTER LINE OF
 LZ1371'THE TRACK, AND 1/2 FOOT HIGHER THAN THE TOP OF THE RAIL.  A
 LZ1371'STANDARD DISK, STAMPED D 29 1934 AND SET IN THE TOP OF A CONCRETE
 LZ1371'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0833 ***********************************************************************
 KW0833  DESIGNATION -  D 3
 KW0833  PID         -  KW0833
 KW0833  STATE/COUNTY-  PA/DAUPHIN
 KW0833  USGS QUAD   -  HERSHEY (1990)
 KW0833
 KW0833                         *CURRENT SURVEY CONTROL
 KW0833  ___________________________________________________________________
 KW0833* NAD 83(1986)-  40 16 00.     (N)    076 42 44.     (W)     SCALED    
 KW0833* NAVD 88     -       113.820  (meters)     373.42   (feet)  ADJUSTED  
 KW0833  ___________________________________________________________________
 KW0833  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 KW0833  DYNAMIC HT  -         113.762 (meters)     373.23  (feet)  COMP
 KW0833  MODELED GRAV-     980,115.3   (mgal)                       NAVD 88
 KW0833
 KW0833  VERT ORDER  -  FIRST     CLASS II
 KW0833
 KW0833.The horizontal coordinates were scaled from a topographic map and have
 KW0833.an estimated accuracy of +/- 6 seconds.
 KW0833
 KW0833.The orthometric height was determined by differential leveling
 KW0833.and adjusted by the National Geodetic Survey in June 1991..
 KW0833
 KW0833.The geoid height was determined by GEOID03.
 KW0833
 KW0833.The dynamic height is computed by dividing the NAVD 88
 KW0833.geopotential number by the normal gravity value computed on the
 KW0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0833.degrees latitude (g = 980.6199 gals.).
 KW0833
 KW0833.The modeled gravity was interpolated from observed gravity values.
 KW0833
 KW0833;                    North         East    Units  Estimated Accuracy
 KW0833;SPC PA S     -   104,150.      688,270.      MT  (+/- 180 meters Scaled)
 KW0833
 KW0833                          SUPERSEDED SURVEY CONTROL
 KW0833
 KW0833  NGVD 29 (??/??/??)  114.035  (m)          374.13   (f) ADJUSTED    1 2
 KW0833
 KW0833.Superseded values are not recommended for survey control.
 KW0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0833.See file dsdata.txt to determine how the superseded data were derived.
 KW0833
 KW0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK544587(NAD 83)
 KW0833_MARKER: DB = BENCH MARK DISK
 KW0833_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0833_SP_SET: BASE
 KW0833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0833
 KW0833  HISTORY     - Date     Condition        Report By
 KW0833  HISTORY     - 1929     MONUMENTED       CGS
 KW0833  HISTORY     - 1929     GOOD             CGS
 KW0833  HISTORY     - 19950601 MARK NOT FOUND   USPSQD
 KW0833  HISTORY     - 20040730 MARK NOT FOUND   USPSQD
 KW0833
 KW0833                          STATION DESCRIPTION
 KW0833
 KW0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 KW0833'AT HUMMELSTOWN.
 KW0833'75 FT WEST OF HUMMELSTOWN STATION ON NORTH SIDE OF TRACKS, 3.7 FT
 KW0833'NORTH OF RAIL OF THROUGH TRACKS, ON THE SOUTH EAST CORNER OF
 KW0833'CONCRETE BASE FOR WATER PIPE.  5 FT WEST OF WHISTLE SIGN.
 KW0833
 KW0833                          STATION RECOVERY (1995)
 KW0833
 KW0833'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW0833'MARK NOT FOUND.
 KW0833
 KW0833                          STATION RECOVERY (2004)
 KW0833
 KW0833'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 KW0833'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0834 ***********************************************************************
 KW0834  DESIGNATION -  D 3 RESET 1954
 KW0834  PID         -  KW0834
 KW0834  STATE/COUNTY-  PA/DAUPHIN
 KW0834  USGS QUAD   -  HERSHEY (1990)
 KW0834
 KW0834                         *CURRENT SURVEY CONTROL
 KW0834  ___________________________________________________________________
 KW0834* NAD 83(1986)-  40 16 00.     (N)    076 42 44.     (W)     SCALED    
 KW0834* NAVD 88     -       114.113  (meters)     374.39   (feet)  ADJUSTED  
 KW0834  ___________________________________________________________________
 KW0834  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 KW0834  DYNAMIC HT  -         114.055 (meters)     374.20  (feet)  COMP
 KW0834  MODELED GRAV-     980,115.3   (mgal)                       NAVD 88
 KW0834
 KW0834  VERT ORDER  -  FIRST     CLASS I
 KW0834
 KW0834.The horizontal coordinates were scaled from a topographic map and have
 KW0834.an estimated accuracy of +/- 6 seconds.
 KW0834
 KW0834.The orthometric height was determined by differential leveling
 KW0834.and adjusted by the National Geodetic Survey in June 1991..
 KW0834
 KW0834.The geoid height was determined by GEOID03.
 KW0834
 KW0834.The dynamic height is computed by dividing the NAVD 88
 KW0834.geopotential number by the normal gravity value computed on the
 KW0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0834.degrees latitude (g = 980.6199 gals.).
 KW0834
 KW0834.The modeled gravity was interpolated from observed gravity values.
 KW0834
 KW0834;                    North         East    Units  Estimated Accuracy
 KW0834;SPC PA S     -   104,150.      688,270.      MT  (+/- 180 meters Scaled)
 KW0834
 KW0834                          SUPERSEDED SURVEY CONTROL
 KW0834
 KW0834  NGVD 29 (??/??/??)  114.321  (m)          375.07   (f) ADJUSTED    1 1
 KW0834
 KW0834.Superseded values are not recommended for survey control.
 KW0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0834.See file dsdata.txt to determine how the superseded data were derived.
 KW0834
 KW0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK544587(NAD 83)
 KW0834_MARKER: DB = BENCH MARK DISK
 KW0834_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0834_SP_SET: METER BOX
 KW0834_STAMPING: D 3 RESET 1954
 KW0834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW0834+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2004
 KW0834
 KW0834  HISTORY     - Date     Condition        Report By
 KW0834  HISTORY     - 1954     MONUMENTED       CGS
 KW0834  HISTORY     - 1966     GOOD             CGS
 KW0834  HISTORY     - 19950601 GOOD             USPSQD
 KW0834  HISTORY     - 20040730 GOOD             USPSQD
 KW0834
 KW0834                          STATION DESCRIPTION
 KW0834
 KW0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0834'AT HUMMELSTOWN.
 KW0834'AT HUMMELSTOWN, ABOUT 115 1/2 FEET WEST OF THE NORTHWEST CORNER OF
 KW0834'THE RAILROAD STATION, ABOUT 62 YARDS NORTH OF THE NORTHEAST
 KW0834'CORNER OF THE NATIONAL HOTEL, 54 1/2 FEET NORTH OF POWER POLE,
 KW0834'51 FEET NORTHEAST OF THE CENTER LINE O, 54 1/2 FEET NORTH OF A
 KW0834'POWER POLE, 51 FEET NORTHEAST OF THE CENTER LINE OF RAILROAD
 KW0834'STREET, 44 FEET EAST OF A CROSSING SIGNAL LIGHT, 30.7 FEET SOUTH
 KW0834'OF THE SOUTH RAIL O F THE MAIN TRACK LEADING EAST, 15 1/2 FET
 KW0834'SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, ABOUT 5-INCHES
 KW0834'ABOVE THE LEVEL OF THE GROUND, ABOUT LEVEL WITH THE TRACK, AND SET
 KW0834'IN THE TOP OF THE NORTHWEST CORNER OF A 3 FEET BY 3 FEET CONCRETE
 KW0834'WATER METER BOX.
 KW0834
 KW0834                          STATION RECOVERY (1995)
 KW0834
 KW0834'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW0834'RECOVERED IN GOOD CONDITION.
 KW0834
 KW0834                          STATION RECOVERY (2004)
 KW0834
 KW0834'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 KW0834'NATIONAL HOTEL IS AT 2ND AND RAILROAD AVE. RAILROAD STATION IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0741 ***********************************************************************
 LZ0741  DESIGNATION -  D 30
 LZ0741  PID         -  LZ0741
 LZ0741  STATE/COUNTY-  PA/TIOGA
 LZ0741  USGS QUAD   -  TIADAGHTON (1994)
 LZ0741
 LZ0741                         *CURRENT SURVEY CONTROL
 LZ0741  ___________________________________________________________________
 LZ0741* NAD 83(1986)-  41 38 51.     (N)    077 26 44.     (W)     SCALED    
 LZ0741* NAVD 88     -       302.483  (meters)     992.40   (feet)  ADJUSTED  
 LZ0741  ___________________________________________________________________
 LZ0741  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 LZ0741  DYNAMIC HT  -         302.345 (meters)     991.94  (feet)  COMP
 LZ0741  MODELED GRAV-     980,159.4   (mgal)                       NAVD 88
 LZ0741
 LZ0741  VERT ORDER  -  SECOND    CLASS 0
 LZ0741
 LZ0741.The horizontal coordinates were scaled from a topographic map and have
 LZ0741.an estimated accuracy of +/- 6 seconds.
 LZ0741
 LZ0741.The orthometric height was determined by differential leveling
 LZ0741.and adjusted by the National Geodetic Survey in June 1991..
 LZ0741
 LZ0741.The geoid height was determined by GEOID03.
 LZ0741
 LZ0741.The dynamic height is computed by dividing the NAVD 88
 LZ0741.geopotential number by the normal gravity value computed on the
 LZ0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0741.degrees latitude (g = 980.6199 gals.).
 LZ0741
 LZ0741.The modeled gravity was interpolated from observed gravity values.
 LZ0741
 LZ0741;                    North         East    Units  Estimated Accuracy
 LZ0741;SPC PA N     -   164,500.      625,360.      MT  (+/- 180 meters Scaled)
 LZ0741
 LZ0741                          SUPERSEDED SURVEY CONTROL
 LZ0741
 LZ0741  NGVD 29 (??/??/92)  302.624  (m)          992.86   (f) ADJ UNCH    2 0
 LZ0741
 LZ0741.Superseded values are not recommended for survey control.
 LZ0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0741.See file dsdata.txt to determine how the superseded data were derived.
 LZ0741
 LZ0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM963135(NAD 83)
 LZ0741_MARKER: DB = BENCH MARK DISK
 LZ0741_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0741_SP_SET: ABUTMENT
 LZ0741_STAMPING: D 30 1934
 LZ0741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0741
 LZ0741  HISTORY     - Date     Condition        Report By
 LZ0741  HISTORY     - 1934     MONUMENTED       CGS
 LZ0741
 LZ0741                          STATION DESCRIPTION
 LZ0741
 LZ0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0741'AT TIADAGHTON.
 LZ0741'AT TIADAGHTON, TIOGA COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 LZ0741'ABOUT 171 FEET NORTH OF THE STATION, AT BRIDGE 131, IN THE
 LZ0741'TOP OF THE EAST SIDE OF THE NORTH ABUTMENT, 12 FEET EAST OF THE
 LZ0741'EAST RAIL, AND ABOUT 3 FEET LOWER THAN THE TOP OF THE RAIL.  A
 LZ0741'STANDARD DISK, STAMPED D 30 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1761 ***********************************************************************
 JU1761  DESIGNATION -  D 302
 JU1761  PID         -  JU1761
 JU1761  STATE/COUNTY-  PA/CHESTER
 JU1761  USGS QUAD   -  COATESVILLE (1997)
 JU1761
 JU1761                         *CURRENT SURVEY CONTROL
 JU1761  ___________________________________________________________________
 JU1761* NAD 83(1986)-  39 59 35.     (N)    075 51 21.     (W)     SCALED    
 JU1761* NAVD 88     -       170.537  (meters)     559.50   (feet)  ADJUSTED  
 JU1761  ___________________________________________________________________
 JU1761  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JU1761  DYNAMIC HT  -         170.451 (meters)     559.22  (feet)  COMP
 JU1761  MODELED GRAV-     980,117.9   (mgal)                       NAVD 88
 JU1761
 JU1761  VERT ORDER  -  SECOND    CLASS 0
 JU1761
 JU1761.The horizontal coordinates were scaled from a topographic map and have
 JU1761.an estimated accuracy of +/- 6 seconds.
 JU1761
 JU1761.The orthometric height was determined by differential leveling
 JU1761.and adjusted by the National Geodetic Survey in June 1991..
 JU1761
 JU1761.The geoid height was determined by GEOID03.
 JU1761
 JU1761.The dynamic height is computed by dividing the NAVD 88
 JU1761.geopotential number by the normal gravity value computed on the
 JU1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1761.degrees latitude (g = 980.6199 gals.).
 JU1761
 JU1761.The modeled gravity was interpolated from observed gravity values.
 JU1761
 JU1761;                    North         East    Units  Estimated Accuracy
 JU1761;SPC PA S     -    74,990.      761,750.      MT  (+/- 180 meters Scaled)
 JU1761
 JU1761                          SUPERSEDED SURVEY CONTROL
 JU1761
 JU1761  NGVD 29 (??/??/??)  170.812  (m)          560.41   (f) ADJUSTED    2 0
 JU1761
 JU1761.Superseded values are not recommended for survey control.
 JU1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1761.See file dsdata.txt to determine how the superseded data were derived.
 JU1761
 JU1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK269273(NAD 83)
 JU1761_MARKER: DB = BENCH MARK DISK
 JU1761_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1761_SP_SET: BRIDGE
 JU1761_STAMPING: D 302 1966
 JU1761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1761
 JU1761  HISTORY     - Date     Condition        Report By
 JU1761  HISTORY     - 1966     MONUMENTED       CGS
 JU1761  HISTORY     - 20000311 GOOD             USPSQD
 JU1761  HISTORY     - 20000701 GOOD             PADT
 JU1761
 JU1761                          STATION DESCRIPTION
 JU1761
 JU1761'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1761'7.3 MI W FROM DOWNINGTOWN.
 JU1761'7.3 MILES WEST ALONG U.S. HIGHWAY 30 (EXPRESSWAY) FROM ITS
 JU1761'JUNCTION WITH U.S. HIGHWAY 322 WHICH IS ABOUT 1.0 MILE NORTHWEST
 JU1761'OF DOWNINGTOWN, 22.6 FEET NORTH OF THE CENTERLINE OF THE WEST
 JU1761'BOUND LANE OF HIGHWAY, SET IN THE TOP OF THE NORTHWEST WINGWALL
 JU1761'OF A BRIDGE OVER A BLACKTOP ROAD AND IS ABOUT LEVEL WITH THE
 JU1761'HIGHWAY.
 JU1761
 JU1761                          STATION RECOVERY (2000)
 JU1761
 JU1761'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU1761'RECOVERED IN GOOD CONDITION.
 JU1761
 JU1761                          STATION RECOVERY (2000)
 JU1761
 JU1761'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 JU1761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2481 ***********************************************************************
 KV2481  DESIGNATION -  D 303
 KV2481  PID         -  KV2481
 KV2481  STATE/COUNTY-  PA/CHESTER
 KV2481  USGS QUAD   -  HONEY BROOK (1983)
 KV2481
 KV2481                         *CURRENT SURVEY CONTROL
 KV2481  ___________________________________________________________________
 KV2481* NAD 83(1986)-  40 01 34.     (N)    075 56 18.     (W)     SCALED    
 KV2481* NAVD 88     -       153.619  (meters)     504.00   (feet)  ADJUSTED  
 KV2481  ___________________________________________________________________
 KV2481  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KV2481  DYNAMIC HT  -         153.540 (meters)     503.74  (feet)  COMP
 KV2481  MODELED GRAV-     980,109.6   (mgal)                       NAVD 88
 KV2481
 KV2481  VERT ORDER  -  SECOND    CLASS 0
 KV2481
 KV2481.The horizontal coordinates were scaled from a topographic map and have
 KV2481.an estimated accuracy of +/- 6 seconds.
 KV2481
 KV2481.The orthometric height was determined by differential leveling
 KV2481.and adjusted by the National Geodetic Survey in June 1991..
 KV2481
 KV2481.The geoid height was determined by GEOID03.
 KV2481
 KV2481.The dynamic height is computed by dividing the NAVD 88
 KV2481.geopotential number by the normal gravity value computed on the
 KV2481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2481.degrees latitude (g = 980.6199 gals.).
 KV2481
 KV2481.The modeled gravity was interpolated from observed gravity values.
 KV2481
 KV2481;                    North         East    Units  Estimated Accuracy
 KV2481;SPC PA S     -    78,510.      754,630.      MT  (+/- 180 meters Scaled)
 KV2481
 KV2481                          SUPERSEDED SURVEY CONTROL
 KV2481
 KV2481  NGVD 29 (??/??/??)  153.884  (m)          504.87   (f) ADJUSTED    2 0
 KV2481
 KV2481.Superseded values are not recommended for survey control.
 KV2481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2481.See file dsdata.txt to determine how the superseded data were derived.
 KV2481
 KV2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK199310(NAD 83)
 KV2481_MARKER: DB = BENCH MARK DISK
 KV2481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2481_STAMPING: D 303 1966
 KV2481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2481+STABILITY: SURFACE MOTION
 KV2481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2481+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 KV2481
 KV2481  HISTORY     - Date     Condition        Report By
 KV2481  HISTORY     - 1966     MONUMENTED       CGS
 KV2481  HISTORY     - 19910330 MARK NOT FOUND   USPSQD
 KV2481  HISTORY     - 19910702 MARK NOT FOUND   USPSQD
 KV2481  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 KV2481  HISTORY     - 20060924 GOOD             GEOCAC
 KV2481
 KV2481                          STATION DESCRIPTION
 KV2481
 KV2481'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2481'5.5 MI S FROM HONEYBROOK.
 KV2481'ABOUT 5.5 MILES SOUTH ALONG STATE HIGHWAY 10 FROM THE POST OFFICE
 KV2481'IN HONEYBROOK, 5.5 MILES NORTH OF PARKERSBURG, 0.3 MILE EAST OF
 KV2481'STATE HIGHWAY 340, 165 FEET SOUTH OF THE CENTERLINE OF STATE
 KV2481'HIGHWAY 10, 220 FEET EAST OF THE JUNCTION OF THE HIGHWAY AND A
 KV2481'BLACKTOP ROAD, 54 FEET SOUTH OF THE SOUTHWEST CORNER OF A STUCCO
 KV2481'BUILDING, 14 FEET NORTH OF THE APPROXIMATE CENTER OF A BLACKTOP
 KV2481'ROAD, 2.0 SOUTH OF A POWER LINE POLE, 2.0 FEET SOUTHWEST OF A
 KV2481'METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE POST PROJECTING
 KV2481'2-INCHES AND IS ABOUT LEVEL WITH THE HIGHWAY.
 KV2481
 KV2481                          STATION RECOVERY (1991)
 KV2481
 KV2481'RECOVERY NOTE BY US POWER SQUADRON 1991 (RLB)
 KV2481'MARK NOT FOUND.
 KV2481
 KV2481                          STATION RECOVERY (1991)
 KV2481
 KV2481'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSU)
 KV2481'MARK NOT FOUND.
 KV2481
 KV2481                          STATION RECOVERY (2000)
 KV2481
 KV2481'RECOVERY NOTE BY US POWER SQUADRON 2000
 KV2481'MARK NOT FOUND.
 KV2481
 KV2481                          STATION RECOVERY (2006)
 KV2481
 KV2481'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KV2481'MARK IS 2 FEET SOUTH OF PECO POWER POLE 18493 AND IS LEVEL WITH THE
 KV2481'GROUND. THERE IS NO WITNESS POST.
 KV2481' 
 KV2481'HH2 N 40 01 34.5  W 075 56 18.5
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0768 ***********************************************************************
 KW0768  DESIGNATION -  D 304 PADH
 KW0768  PID         -  KW0768
 KW0768  STATE/COUNTY-  PA/LANCASTER
 KW0768  USGS QUAD   -  LEOLA (1992)
 KW0768
 KW0768                         *CURRENT SURVEY CONTROL
 KW0768  ___________________________________________________________________
 KW0768* NAD 83(1986)-  40 00 37.     (N)    076 07 54.     (W)     SCALED    
 KW0768* NAVD 88     -       107.278  (meters)     351.96   (feet)  ADJUSTED  
 KW0768  ___________________________________________________________________
 KW0768  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KW0768  DYNAMIC HT  -         107.223 (meters)     351.78  (feet)  COMP
 KW0768  MODELED GRAV-     980,104.7   (mgal)                       NAVD 88
 KW0768
 KW0768  VERT ORDER  -  SECOND    CLASS 0
 KW0768
 KW0768.The horizontal coordinates were scaled from a topographic map and have
 KW0768.an estimated accuracy of +/- 6 seconds.
 KW0768
 KW0768.The orthometric height was determined by differential leveling
 KW0768.and adjusted by the National Geodetic Survey in June 1991..
 KW0768
 KW0768.The geoid height was determined by GEOID03.
 KW0768
 KW0768.The dynamic height is computed by dividing the NAVD 88
 KW0768.geopotential number by the normal gravity value computed on the
 KW0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0768.degrees latitude (g = 980.6199 gals.).
 KW0768
 KW0768.The modeled gravity was interpolated from observed gravity values.
 KW0768
 KW0768;                    North         East    Units  Estimated Accuracy
 KW0768;SPC PA S     -    76,430.      738,170.      MT  (+/- 180 meters Scaled)
 KW0768
 KW0768                          SUPERSEDED SURVEY CONTROL
 KW0768
 KW0768  NGVD 29 (??/??/??)  107.551  (m)          352.86   (f) ADJUSTED    2 0
 KW0768
 KW0768.Superseded values are not recommended for survey control.
 KW0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0768.See file dsdata.txt to determine how the superseded data were derived.
 KW0768
 KW0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK034295(NAD 83)
 KW0768_MARKER: DD = SURVEY DISK
 KW0768_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0768_SP_SET: BRIDGE
 KW0768_STAMPING: D 304 1966
 KW0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0768_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0768+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2004
 KW0768
 KW0768  HISTORY     - Date     Condition        Report By
 KW0768  HISTORY     - 1966     MONUMENTED       PADH
 KW0768  HISTORY     - 1966     GOOD             CGS
 KW0768  HISTORY     - 20040620 GOOD             GEOCAC
 KW0768
 KW0768                          STATION DESCRIPTION
 KW0768
 KW0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0768'AT PARADISE FROM LEMAN PLACE.
 KW0768'AT PARADISE, 0.1 MILE WEST ALONG U.S. HIGHWAY 30 FROM THE POST
 KW0768'OFFICE IN PARADISE, 26 FEET NORTH OF THE APPROXIMATE CENTER OF
 KW0768'HIGHWAY, SET IN THE TOP OF THE NORTHWEST WINGWALL OF A BRIDGE
 KW0768'AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 KW0768
 KW0768                          STATION RECOVERY (2004)
 KW0768
 KW0768'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0795 ***********************************************************************
 KW0795  DESIGNATION -  D 305 PADH
 KW0795  PID         -  KW0795
 KW0795  STATE/COUNTY-  PA/LANCASTER
 KW0795  USGS QUAD   -  COLUMBIA EAST (1995)
 KW0795
 KW0795                         *CURRENT SURVEY CONTROL
 KW0795  ___________________________________________________________________
 KW0795* NAD 83(1986)-  40 03 09.     (N)    076 22 39.     (W)     SCALED    
 KW0795* NAVD 88     -       125.247  (meters)     410.91   (feet)  ADJUSTED  
 KW0795  ___________________________________________________________________
 KW0795  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KW0795  DYNAMIC HT  -         125.182 (meters)     410.70  (feet)  COMP
 KW0795  MODELED GRAV-     980,108.4   (mgal)                       NAVD 88
 KW0795
 KW0795  VERT ORDER  -  SECOND    CLASS 0
 KW0795
 KW0795.The horizontal coordinates were scaled from a topographic map and have
 KW0795.an estimated accuracy of +/- 6 seconds.
 KW0795
 KW0795.The orthometric height was determined by differential leveling
 KW0795.and adjusted by the National Geodetic Survey in June 1991..
 KW0795
 KW0795.The geoid height was determined by GEOID03.
 KW0795
 KW0795.The dynamic height is computed by dividing the NAVD 88
 KW0795.geopotential number by the normal gravity value computed on the
 KW0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0795.degrees latitude (g = 980.6199 gals.).
 KW0795
 KW0795.The modeled gravity was interpolated from observed gravity values.
 KW0795
 KW0795;                    North         East    Units  Estimated Accuracy
 KW0795;SPC PA S     -    80,760.      717,110.      MT  (+/- 180 meters Scaled)
 KW0795
 KW0795                          SUPERSEDED SURVEY CONTROL
 KW0795
 KW0795  NGVD 29 (??/??/??)  125.502  (m)          411.75   (f) ADJUSTED    2 0
 KW0795
 KW0795.Superseded values are not recommended for survey control.
 KW0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0795.See file dsdata.txt to determine how the superseded data were derived.
 KW0795
 KW0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK825344(NAD 83)
 KW0795_MARKER: DD = SURVEY DISK
 KW0795_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0795_SP_SET: OVERPASS CURBING
 KW0795_STAMPING: D 305 1966
 KW0795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0795
 KW0795  HISTORY     - Date     Condition        Report By
 KW0795  HISTORY     - 1966     MONUMENTED       PADH
 KW0795  HISTORY     - 1966     GOOD             CGS
 KW0795  HISTORY     - 1975     GOOD             PADT
 KW0795  HISTORY     - 19950408 GOOD             USPSQD
 KW0795  HISTORY     - 20060101 GOOD             GEOCAC
 KW0795
 KW0795                          STATION DESCRIPTION
 KW0795
 KW0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0795'8.3 MI E FROM LANCASTER.
 KW0795'ABOUT 2.9 MILES EAST ALONG U.S. HIGHWAY 30 FROM ITS JUNCTION WITH
 KW0795'STATE HIGHWAYS 441 AND 241 IN COLUMBIA, TO THE JUNCTION OF U.S.
 KW0795'HWY. 30 BY-PASS, THENCE, NORTHEAST ALONG BY-PASS 5.4 MILES, SET
 KW0795'IN THE TOP OF THE SOUTH END OF THE EAST CURBING OF A OVERPASS
 KW0795'OVER THE BY-PASS, 14 FEET EAST OF THE CENTERLINE OF ROAD, 9.3
 KW0795'FEET NORTH OF THE SOUTH END OF CURBING AND IS ABOUT 1 FOOT ABOVE
 KW0795'THE LEVEL OF THE ROAD.
 KW0795
 KW0795                          STATION RECOVERY (1975)
 KW0795
 KW0795'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 KW0795'MILEAGE ALONG BY-PASS IS INCORRECT IN DESCRIPTION, CORRECT MILEAGE IS
 KW0795'4.4 MILES NOT 5.4 AS STATED.
 KW0795
 KW0795                          STATION RECOVERY (1995)
 KW0795
 KW0795'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW0795'RECOVERED IN GOOD CONDITION.
 KW0795
 KW0795                          STATION RECOVERY (2006)
 KW0795
 KW0795'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2111 ***********************************************************************
 JV2111  DESIGNATION -  D 306
 JV2111  PID         -  JV2111
 JV2111  STATE/COUNTY-  PA/ADAMS
 JV2111  USGS QUAD   -  BIGLERVILLE (1990)
 JV2111
 JV2111                         *CURRENT SURVEY CONTROL
 JV2111  ___________________________________________________________________
 JV2111* NAD 83(1986)-  39 56 58.     (N)    077 08 47.     (W)     SCALED    
 JV2111* NAVD 88     -       173.048  (meters)     567.74   (feet)  ADJUSTED  
 JV2111  ___________________________________________________________________
 JV2111  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JV2111  DYNAMIC HT  -         172.955 (meters)     567.44  (feet)  COMP
 JV2111  MODELED GRAV-     980,087.0   (mgal)                       NAVD 88
 JV2111
 JV2111  VERT ORDER  -  SECOND    CLASS 0
 JV2111
 JV2111.The horizontal coordinates were scaled from a topographic map and have
 JV2111.an estimated accuracy of +/- 6 seconds.
 JV2111
 JV2111.The orthometric height was determined by differential leveling
 JV2111.and adjusted by the National Geodetic Survey in June 1991..
 JV2111
 JV2111.The geoid height was determined by GEOID03.
 JV2111
 JV2111.The dynamic height is computed by dividing the NAVD 88
 JV2111.geopotential number by the normal gravity value computed on the
 JV2111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2111.degrees latitude (g = 980.6199 gals.).
 JV2111
 JV2111.The modeled gravity was interpolated from observed gravity values.
 JV2111
 JV2111;                    North         East    Units  Estimated Accuracy
 JV2111;SPC PA S     -    68,590.      651,580.      MT  (+/- 180 meters Scaled)
 JV2111
 JV2111                          SUPERSEDED SURVEY CONTROL
 JV2111
 JV2111  NGVD 29 (??/??/??)  173.250  (m)          568.40   (f) ADJUSTED    2 0
 JV2111
 JV2111.Superseded values are not recommended for survey control.
 JV2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2111.See file dsdata.txt to determine how the superseded data were derived.
 JV2111
 JV2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK166243(NAD 83)
 JV2111_MARKER: DB = BENCH MARK DISK
 JV2111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV2111_SP_SET: CATCH BASIN
 JV2111_STAMPING: D 306 1966
 JV2111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV2111
 JV2111  HISTORY     - Date     Condition        Report By
 JV2111  HISTORY     - 1966     MONUMENTED       CGS
 JV2111  HISTORY     - 1970     GOOD             DECKER
 JV2111  HISTORY     - 1990     GOOD             USPSQD
 JV2111
 JV2111                          STATION DESCRIPTION
 JV2111
 JV2111'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JV2111'AT HEIDLERSBURG.
 JV2111'AT HEIDLERSBURG, 96 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 JV2111'15, 16 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 234, 0.5
 JV2111'FOOT EAST OF THE WEST END OF HEADWALL, SET IN THE TOP OF THE
 JV2111'FRONT WALL OF A CATCH BASIN AND IS ABOUT LEVEL WITH BOTH
 JV2111'HIGHWAYS.
 JV2111
 JV2111                          STATION RECOVERY (1970)
 JV2111
 JV2111'RECOVERY NOTE BY R L DECKER 1970
 JV2111'RECOVERED IN GOOD CONDITION.
 JV2111
 JV2111                          STATION RECOVERY (1990)
 JV2111
 JV2111'RECOVERY NOTE BY US POWER SQUADRON 1990 (NH)
 JV2111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1441 ***********************************************************************
 KW1441  DESIGNATION -  D 307 PADH
 KW1441  PID         -  KW1441
 KW1441  STATE/COUNTY-  PA/SNYDER
 KW1441  USGS QUAD   -  PILLOW (1975)
 KW1441
 KW1441                         *CURRENT SURVEY CONTROL
 KW1441  ___________________________________________________________________
 KW1441* NAD 83(1986)-  40 44 44.     (N)    076 51 28.     (W)     SCALED    
 KW1441* NAVD 88     -       130.069  (meters)     426.73   (feet)  ADJUSTED  
 KW1441  ___________________________________________________________________
 KW1441  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KW1441  DYNAMIC HT  -         130.010 (meters)     426.54  (feet)  COMP
 KW1441  MODELED GRAV-     980,171.4   (mgal)                       NAVD 88
 KW1441
 KW1441  VERT ORDER  -  FIRST     CLASS II
 KW1441
 KW1441.The horizontal coordinates were scaled from a topographic map and have
 KW1441.an estimated accuracy of +/- 6 seconds.
 KW1441
 KW1441.The orthometric height was determined by differential leveling
 KW1441.and adjusted by the National Geodetic Survey in June 1991..
 KW1441
 KW1441.The geoid height was determined by GEOID03.
 KW1441
 KW1441.The dynamic height is computed by dividing the NAVD 88
 KW1441.geopotential number by the normal gravity value computed on the
 KW1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1441.degrees latitude (g = 980.6199 gals.).
 KW1441
 KW1441.The modeled gravity was interpolated from observed gravity values.
 KW1441
 KW1441;                    North         East    Units  Estimated Accuracy
 KW1441;SPC PA S     -   157,190.      675,350.      MT  (+/- 180 meters Scaled)
 KW1441
 KW1441                          SUPERSEDED SURVEY CONTROL
 KW1441
 KW1441  NGVD 29 (??/??/??)  130.306  (m)          427.51   (f) ADJUSTED    1 2
 KW1441
 KW1441.Superseded values are not recommended for survey control.
 KW1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1441.See file dsdata.txt to determine how the superseded data were derived.
 KW1441
 KW1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL431121(NAD 83)
 KW1441_MARKER: DD = SURVEY DISK
 KW1441_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1441_SP_SET: CULVERT
 KW1441_STAMPING: D 307 1966
 KW1441_MARK LOGO: PADH  
 KW1441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1441
 KW1441  HISTORY     - Date     Condition        Report By
 KW1441  HISTORY     - 1966     MONUMENTED       PADH
 KW1441  HISTORY     - 1966     GOOD             CGS
 KW1441  HISTORY     - 1983     GOOD             NGS
 KW1441  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW1441
 KW1441                          STATION DESCRIPTION
 KW1441
 KW1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1441'3.8 MI S FROM SELINSGROVE.
 KW1441'3.8 MILES SOUTH ALONG U.S. HIGHWAYS 11 AND 15 FROM THE POST
 KW1441'OFFICE IN SELINSGROVE, 41 FEET EAST OF THE APPROXIMATE CENTER OF
 KW1441'HIGHWAY, SET IN THE TOP OF THE SOUTHEAST WINGWALL OF A BOX CULVERT
 KW1441'AND IS ABOUT 7 FEET BELOW THE LEVEL OF THE HIGHWAY.
 KW1441
 KW1441                          STATION RECOVERY (1983)
 KW1441
 KW1441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KW1441'RECOVERED IN GOOD CONDITION.
 KW1441
 KW1441                          STATION RECOVERY (1989)
 KW1441
 KW1441'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1186 ***********************************************************************
 KW1186  DESIGNATION -  D 308 PADH
 KW1186  PID         -  KW1186
 KW1186  STATE/COUNTY-  PA/PERRY
 KW1186  USGS QUAD   -  HALIFAX (1977)
 KW1186
 KW1186                         *CURRENT SURVEY CONTROL
 KW1186  ___________________________________________________________________
 KW1186* NAD 83(1986)-  40 26 26.     (N)    076 59 29.     (W)     SCALED    
 KW1186* NAVD 88     -       112.156  (meters)     367.97   (feet)  ADJUSTED  
 KW1186  ___________________________________________________________________
 KW1186  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KW1186  DYNAMIC HT  -         112.102 (meters)     367.79  (feet)  COMP
 KW1186  MODELED GRAV-     980,142.6   (mgal)                       NAVD 88
 KW1186
 KW1186  VERT ORDER  -  FIRST     CLASS II
 KW1186
 KW1186.The horizontal coordinates were scaled from a topographic map and have
 KW1186.an estimated accuracy of +/- 6 seconds.
 KW1186
 KW1186.The orthometric height was determined by differential leveling
 KW1186.and adjusted by the National Geodetic Survey in June 1991..
 KW1186
 KW1186.The geoid height was determined by GEOID03.
 KW1186
 KW1186.The dynamic height is computed by dividing the NAVD 88
 KW1186.geopotential number by the normal gravity value computed on the
 KW1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1186.degrees latitude (g = 980.6199 gals.).
 KW1186
 KW1186.The modeled gravity was interpolated from observed gravity values.
 KW1186
 KW1186;                    North         East    Units  Estimated Accuracy
 KW1186;SPC PA S     -   123,220.      664,360.      MT  (+/- 180 meters Scaled)
 KW1186
 KW1186                          SUPERSEDED SURVEY CONTROL
 KW1186
 KW1186  NGVD 29 (??/??/??)  112.401  (m)          368.77   (f) ADJUSTED    1 2
 KW1186
 KW1186.Superseded values are not recommended for survey control.
 KW1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1186.See file dsdata.txt to determine how the superseded data were derived.
 KW1186
 KW1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK311785(NAD 83)
 KW1186_MARKER: DD = SURVEY DISK
 KW1186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1186_SP_SET: CULVERT
 KW1186_STAMPING: D 308 1966
 KW1186_MARK LOGO: PADH  
 KW1186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1186
 KW1186  HISTORY     - Date     Condition        Report By
 KW1186  HISTORY     - 1966     MONUMENTED       PADH
 KW1186  HISTORY     - 1966     GOOD             CGS
 KW1186  HISTORY     - 1983     GOOD             NGS
 KW1186  HISTORY     - 19980502 MARK NOT FOUND   USPSQD
 KW1186
 KW1186                          STATION DESCRIPTION
 KW1186
 KW1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1186'1.6 MI N FROM AMITY HALL.
 KW1186'ABOUT 1.6 MILES NORTH ALONG U.S. HIGHWAY 11 AND 15 FROM THE
 KW1186'JUNCTION OF U.S. HIGHWAYS 11, 15, 22, AND 322 AT AMITY HALL, 34
 KW1186'FEET EAST OF THE APPROXIMATE CENTER OF HIGHWAY, SET IN THE TOP
 KW1186'OF THE SOUTHEAST WINGWALL OF A LARGE BOX CULVERT AND IS ABOUT
 KW1186'3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 KW1186
 KW1186                          STATION RECOVERY (1983)
 KW1186
 KW1186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KW1186'RECOVERED IN GOOD CONDITION.
 KW1186
 KW1186                          STATION RECOVERY (1998)
 KW1186
 KW1186'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW1186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1742 ***********************************************************************
 KW1742  DESIGNATION -  D 309
 KW1742  PID         -  KW1742
 KW1742  STATE/COUNTY-  PA/JUNIATA
 KW1742  USGS QUAD   -  MILLERSTOWN (1978)
 KW1742
 KW1742                         *CURRENT SURVEY CONTROL
 KW1742  ___________________________________________________________________
 KW1742* NAD 83(1986)-  40 33 58.     (N)    077 13 30.     (W)     SCALED    
 KW1742* NAVD 88     -       148.259  (meters)     486.41   (feet)  ADJUSTED  
 KW1742  ___________________________________________________________________
 KW1742  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KW1742  DYNAMIC HT  -         148.190 (meters)     486.19  (feet)  COMP
 KW1742  MODELED GRAV-     980,155.1   (mgal)                       NAVD 88
 KW1742
 KW1742  VERT ORDER  -  SECOND    CLASS 0
 KW1742
 KW1742.The horizontal coordinates were scaled from a topographic map and have
 KW1742.an estimated accuracy of +/- 6 seconds.
 KW1742
 KW1742.The orthometric height was determined by differential leveling
 KW1742.and adjusted by the National Geodetic Survey in June 1991..
 KW1742
 KW1742.The geoid height was determined by GEOID03.
 KW1742
 KW1742.The dynamic height is computed by dividing the NAVD 88
 KW1742.geopotential number by the normal gravity value computed on the
 KW1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1742.degrees latitude (g = 980.6199 gals.).
 KW1742
 KW1742.The modeled gravity was interpolated from observed gravity values.
 KW1742
 KW1742;                    North         East    Units  Estimated Accuracy
 KW1742;SPC PA S     -   137,010.      644,460.      MT  (+/- 180 meters Scaled)
 KW1742
 KW1742                          SUPERSEDED SURVEY CONTROL
 KW1742
 KW1742  NGVD 29 (??/??/??)  148.478  (m)          487.13   (f) ADJUSTED    2 0
 KW1742
 KW1742.Superseded values are not recommended for survey control.
 KW1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1742.See file dsdata.txt to determine how the superseded data were derived.
 KW1742
 KW1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK116929(NAD 83)
 KW1742_MARKER: DB = BENCH MARK DISK
 KW1742_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1742_SP_SET: CULVERT
 KW1742_STAMPING: D 309
 KW1742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1742
 KW1742  HISTORY     - Date     Condition        Report By
 KW1742  HISTORY     - UNK      MONUMENTED       CGS
 KW1742  HISTORY     - 1966     GOOD             CGS
 KW1742  HISTORY     - 1968     GOOD             CGS
 KW1742
 KW1742                          STATION DESCRIPTION
 KW1742
 KW1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1742'0.5 MI SE FROM THOMPSONTOWN.
 KW1742'0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 22 AND 322 FROM THE
 KW1742'BRIDGE OVER DELAWARE CREEK IN THOMPSONTOWN, 14.5 FEET WEST OF
 KW1742'POLE NO. 79205, 13 FEET SOUTH OF THE CENTERLINE OF HIGHWAY,
 KW1742'SET IN THE TOP OF THE APPROXIMATE CENTER OF HEADWALL OF A
 KW1742'CONCRETE CULVERT AND IS ABOUT LEVEL WITH THE HIGHWAY.
 KW1742
 KW1742                          STATION RECOVERY (1968)
 KW1742
 KW1742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 KW1742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0653 ***********************************************************************
 LZ0653  DESIGNATION -  D 31
 LZ0653  PID         -  LZ0653
 LZ0653  STATE/COUNTY-  PA/TIOGA
 LZ0653  USGS QUAD   -  JACKSON SUMMIT (1986)
 LZ0653
 LZ0653                         *CURRENT SURVEY CONTROL
 LZ0653  ___________________________________________________________________
 LZ0653* NAD 83(1986)-  41 57 05.     (N)    077 06 19.     (W)     SCALED    
 LZ0653* NAVD 88     -       311.207  (meters)    1021.02   (feet)  ADJUSTED  
 LZ0653  ___________________________________________________________________
 LZ0653  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 LZ0653  DYNAMIC HT  -         311.091 (meters)    1020.64  (feet)  COMP
 LZ0653  MODELED GRAV-     980,241.1   (mgal)                       NAVD 88
 LZ0653
 LZ0653  VERT ORDER  -  SECOND    CLASS 0
 LZ0653
 LZ0653.The horizontal coordinates were scaled from a topographic map and have
 LZ0653.an estimated accuracy of +/- 6 seconds.
 LZ0653
 LZ0653.The orthometric height was determined by differential leveling
 LZ0653.and adjusted by the National Geodetic Survey in June 1991..
 LZ0653
 LZ0653.The geoid height was determined by GEOID03.
 LZ0653
 LZ0653.The dynamic height is computed by dividing the NAVD 88
 LZ0653.geopotential number by the normal gravity value computed on the
 LZ0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0653.degrees latitude (g = 980.6199 gals.).
 LZ0653
 LZ0653.The modeled gravity was interpolated from observed gravity values.
 LZ0653
 LZ0653;                    North         East    Units  Estimated Accuracy
 LZ0653;SPC PA N     -   198,410.      653,460.      MT  (+/- 180 meters Scaled)
 LZ0653
 LZ0653                          SUPERSEDED SURVEY CONTROL
 LZ0653
 LZ0653  NGVD 29 (??/??/92)  311.363  (m)         1021.53   (f) ADJ UNCH    2 0
 LZ0653
 LZ0653.Superseded values are not recommended for survey control.
 LZ0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0653.See file dsdata.txt to determine how the superseded data were derived.
 LZ0653
 LZ0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM255465(NAD 83)
 LZ0653_MARKER: DB = BENCH MARK DISK
 LZ0653_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0653_SP_SET: WATER TOWER
 LZ0653_STAMPING: D 31 1934
 LZ0653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0653
 LZ0653  HISTORY     - Date     Condition        Report By
 LZ0653  HISTORY     - 1934     MONUMENTED       CGS
 LZ0653  HISTORY     - 1968     GOOD             NGS
 LZ0653
 LZ0653                          STATION DESCRIPTION
 LZ0653
 LZ0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0653'AT TIOGA JUNCTION.
 LZ0653'AT TIOGA JUNCTION, TIOGA COUNTY, ABOUT 400 FEET SOUTH OF THE
 LZ0653'ERIE RAILROAD STATION, IN THE FACE OF A CONCRETE WATER TOWER,
 LZ0653'12 FEET WEST OF THE WEST RAIL, AND 5 FEET HIGHER THAN THE
 LZ0653'TOP OF THE RAIL.  A STANDARD DISK, STAMPED D 31 1934 AND SET
 LZ0653'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1771 ***********************************************************************
 KW1771  DESIGNATION -  D 310
 KW1771  PID         -  KW1771
 KW1771  STATE/COUNTY-  PA/MIFFLIN
 KW1771  USGS QUAD   -  ALFARATA (1978)
 KW1771
 KW1771                         *CURRENT SURVEY CONTROL
 KW1771  ___________________________________________________________________
 KW1771* NAD 83(1986)-  40 39 51.     (N)    077 26 35.     (W)     SCALED    
 KW1771* NAVD 88     -       216.266  (meters)     709.53   (feet)  ADJUSTED  
 KW1771  ___________________________________________________________________
 KW1771  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KW1771  DYNAMIC HT  -         216.163 (meters)     709.19  (feet)  COMP
 KW1771  MODELED GRAV-     980,144.5   (mgal)                       NAVD 88
 KW1771
 KW1771  VERT ORDER  -  SECOND    CLASS 0
 KW1771
 KW1771.The horizontal coordinates were scaled from a topographic map and have
 KW1771.an estimated accuracy of +/- 6 seconds.
 KW1771
 KW1771.The orthometric height was determined by differential leveling
 KW1771.and adjusted by the National Geodetic Survey in June 1991..
 KW1771
 KW1771.The geoid height was determined by GEOID03.
 KW1771
 KW1771.The dynamic height is computed by dividing the NAVD 88
 KW1771.geopotential number by the normal gravity value computed on the
 KW1771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1771.degrees latitude (g = 980.6199 gals.).
 KW1771
 KW1771.The modeled gravity was interpolated from observed gravity values.
 KW1771
 KW1771;                    North         East    Units  Estimated Accuracy
 KW1771;SPC PA S     -   147,820.      625,960.      MT  (+/- 180 meters Scaled)
 KW1771
 KW1771                          SUPERSEDED SURVEY CONTROL
 KW1771
 KW1771  NGVD 29 (??/??/??)  216.478  (m)          710.23   (f) ADJUSTED    2 0
 KW1771
 KW1771.Superseded values are not recommended for survey control.
 KW1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1771.See file dsdata.txt to determine how the superseded data were derived.
 KW1771
 KW1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL934043(NAD 83)
 KW1771_MARKER: DB = BENCH MARK DISK
 KW1771_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1771_SP_SET: CATCH BASIN
 KW1771_STAMPING: D 310 1966
 KW1771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1771
 KW1771  HISTORY     - Date     Condition        Report By
 KW1771  HISTORY     - 1966     MONUMENTED       CGS
 KW1771
 KW1771                          STATION DESCRIPTION
 KW1771
 KW1771'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1771'7.5 MI SW FROM MC CLURE.
 KW1771'7.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 522 FROM ITS JUNCTION WITH
 KW1771'MAIN STREET IN MC CLURE, 8.0 MILES NORTHEAST OF LEWISTOWN, SET
 KW1771'IN THE TOP OF A BACKWALL OF A CATCHBASIN, 35.5 FEET SOUTHEAST
 KW1771'OF THE CENTERLINE OF HIGHWAY, AND IS ABOUT 1 FOOT BELOW THE LEVEL
 KW1771'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2257 ***********************************************************************
 KW2257  DESIGNATION -  D 311 PADH
 KW2257  PID         -  KW2257
 KW2257  STATE/COUNTY-  PA/MIFFLIN
 KW2257  USGS QUAD   -  NEWTON HAMILTON (1971)
 KW2257
 KW2257                         *CURRENT SURVEY CONTROL
 KW2257  ___________________________________________________________________
 KW2257* NAD 83(1986)-  40 28 21.     (N)    077 47 12.     (W)     SCALED    
 KW2257* NAVD 88     -       193.205  (meters)     633.87   (feet)  ADJUSTED  
 KW2257  ___________________________________________________________________
 KW2257  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KW2257  DYNAMIC HT  -         193.107 (meters)     633.55  (feet)  COMP
 KW2257  MODELED GRAV-     980,113.5   (mgal)                       NAVD 88
 KW2257
 KW2257  VERT ORDER  -  SECOND    CLASS 0
 KW2257
 KW2257.The horizontal coordinates were scaled from a topographic map and have
 KW2257.an estimated accuracy of +/- 6 seconds.
 KW2257
 KW2257.The orthometric height was determined by differential leveling
 KW2257.and adjusted by the National Geodetic Survey in June 1991..
 KW2257
 KW2257.The geoid height was determined by GEOID03.
 KW2257
 KW2257.The dynamic height is computed by dividing the NAVD 88
 KW2257.geopotential number by the normal gravity value computed on the
 KW2257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2257.degrees latitude (g = 980.6199 gals.).
 KW2257
 KW2257.The modeled gravity was interpolated from observed gravity values.
 KW2257
 KW2257;                    North         East    Units  Estimated Accuracy
 KW2257;SPC PA S     -   126,490.      596,890.      MT  (+/- 180 meters Scaled)
 KW2257
 KW2257                          SUPERSEDED SURVEY CONTROL
 KW2257
 KW2257  NGVD 29 (??/??/??)  193.405  (m)          634.53   (f) ADJUSTED    2 0
 KW2257
 KW2257.Superseded values are not recommended for survey control.
 KW2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2257.See file dsdata.txt to determine how the superseded data were derived.
 KW2257
 KW2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK637839(NAD 83)
 KW2257_MARKER: DD = SURVEY DISK
 KW2257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2257_SP_SET: CULVERT
 KW2257_STAMPING: D 311 1966
 KW2257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2257
 KW2257  HISTORY     - Date     Condition        Report By
 KW2257  HISTORY     - 1966     MONUMENTED       PADH
 KW2257  HISTORY     - 1967     GOOD             CGS
 KW2257
 KW2257                          STATION DESCRIPTION
 KW2257
 KW2257'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KW2257'3.3 MI SW FROM MC VEYTOWN.
 KW2257'3.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 22 AND 522 FROM THE POST
 KW2257'OFFICE IN MC VEYTOWN, SET IN THE TOP OF THE SOUTHWEST WINGWALL
 KW2257'OF LARGE BOX CULVERT, 27 FEET SOUTHEAST OF THE CENTERLINE OF
 KW2257'HIGHWAY AND IS ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0357 ***********************************************************************
 KX0357  DESIGNATION -  D 312
 KX0357  PID         -  KX0357
 KX0357  STATE/COUNTY-  PA/BLAIR
 KX0357  USGS QUAD   -  WILLIAMSBURG (1984)
 KX0357
 KX0357                         *CURRENT SURVEY CONTROL
 KX0357  ___________________________________________________________________
 KX0357* NAD 83(1986)-  40 29 41.     (N)    078 14 42.     (W)     SCALED    
 KX0357* NAVD 88     -       340.449  (meters)    1116.96   (feet)  ADJUSTED  
 KX0357  ___________________________________________________________________
 KX0357  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KX0357  DYNAMIC HT  -         340.269 (meters)    1116.37  (feet)  COMP
 KX0357  MODELED GRAV-     980,087.3   (mgal)                       NAVD 88
 KX0357
 KX0357  VERT ORDER  -  SECOND    CLASS 0
 KX0357
 KX0357.The horizontal coordinates were scaled from a topographic map and have
 KX0357.an estimated accuracy of +/- 6 seconds.
 KX0357
 KX0357.The orthometric height was determined by differential leveling
 KX0357.and adjusted by the National Geodetic Survey in June 1991..
 KX0357
 KX0357.The geoid height was determined by GEOID03.
 KX0357
 KX0357.The dynamic height is computed by dividing the NAVD 88
 KX0357.geopotential number by the normal gravity value computed on the
 KX0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0357.degrees latitude (g = 980.6199 gals.).
 KX0357
 KX0357.The modeled gravity was interpolated from observed gravity values.
 KX0357
 KX0357;                    North         East    Units  Estimated Accuracy
 KX0357;SPC PA S     -   129,070.      558,040.      MT  (+/- 180 meters Scaled)
 KX0357
 KX0357                          SUPERSEDED SURVEY CONTROL
 KX0357
 KX0357  NGVD 29 (??/??/92)  340.627  (m)         1117.54   (f) ADJ UNCH    2 0
 KX0357
 KX0357.Superseded values are not recommended for survey control.
 KX0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0357.See file dsdata.txt to determine how the superseded data were derived.
 KX0357
 KX0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE334863(NAD 83)
 KX0357_MARKER: DB = BENCH MARK DISK
 KX0357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0357_SP_SET: CATCH BASIN
 KX0357_STAMPING: D 312 1966
 KX0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0357
 KX0357  HISTORY     - Date     Condition        Report By
 KX0357  HISTORY     - 1966     MONUMENTED       CGS
 KX0357  HISTORY     - 1967     GOOD             NGS
 KX0357
 KX0357                          STATION DESCRIPTION
 KX0357
 KX0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0357'7.2 MI SE FROM FRANKSTOWN.
 KX0357'7.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 22 FROM ITS JUNCTION
 KX0357'WITH FRANKSTOWN ROAD IN FRANKSTOWN, SET IN THE TOP OF THE
 KX0357'APPROXIMATE CENTER OF BACKWALL OF A LARGE CATCHBASIN, 60 FEET
 KX0357'NORTHEAST OF A TRACK ROAD, 34 FEET NORTHWEST OF THE CENTERLINE
 KX0357'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0389 ***********************************************************************
 KX0389  DESIGNATION -  D 313
 KX0389  PID         -  KX0389
 KX0389  STATE/COUNTY-  PA/BLAIR
 KX0389  USGS QUAD   -  ROARING SPRING (1987)
 KX0389
 KX0389                         *CURRENT SURVEY CONTROL
 KX0389  ___________________________________________________________________
 KX0389* NAD 83(1986)-  40 20 20.     (N)    078 26 05.     (W)     SCALED    
 KX0389* NAVD 88     -       319.250  (meters)    1047.41   (feet)  ADJUSTED  
 KX0389  ___________________________________________________________________
 KX0389  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KX0389  DYNAMIC HT  -         319.077 (meters)    1046.84  (feet)  COMP
 KX0389  MODELED GRAV-     980,074.7   (mgal)                       NAVD 88
 KX0389
 KX0389  VERT ORDER  -  SECOND    CLASS 0
 KX0389
 KX0389.The horizontal coordinates were scaled from a topographic map and have
 KX0389.an estimated accuracy of +/- 6 seconds.
 KX0389
 KX0389.The orthometric height was determined by differential leveling
 KX0389.and adjusted by the National Geodetic Survey in June 1991..
 KX0389
 KX0389.The geoid height was determined by GEOID03.
 KX0389
 KX0389.The dynamic height is computed by dividing the NAVD 88
 KX0389.geopotential number by the normal gravity value computed on the
 KX0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0389.degrees latitude (g = 980.6199 gals.).
 KX0389
 KX0389.The modeled gravity was interpolated from observed gravity values.
 KX0389
 KX0389;                    North         East    Units  Estimated Accuracy
 KX0389;SPC PA S     -   111,880.      541,820.      MT  (+/- 180 meters Scaled)
 KX0389
 KX0389                          SUPERSEDED SURVEY CONTROL
 KX0389
 KX0389  NGVD 29 (??/??/92)  319.401  (m)         1047.90   (f) ADJ UNCH    2 0
 KX0389
 KX0389.Superseded values are not recommended for survey control.
 KX0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0389.See file dsdata.txt to determine how the superseded data were derived.
 KX0389
 KX0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE178685(NAD 83)
 KX0389_MARKER: DD = SURVEY DISK
 KX0389_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0389_SP_SET: BRIDGE
 KX0389_STAMPING: D 313 1967
 KX0389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0389
 KX0389  HISTORY     - Date     Condition        Report By
 KX0389  HISTORY     - 1967     MONUMENTED       PADT
 KX0389  HISTORY     - 1967     GOOD             NGS
 KX0389
 KX0389                          STATION DESCRIPTION
 KX0389
 KX0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0389'3.8 MI S FROM NEWRY.
 KX0389'3.8 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE, SET
 KX0389'IN THE TOP OF THE SOUTHEAST WINGWALL OF A BRIDGE, 21.0 FEET EAST
 KX0389'OF THE CENTERLINE OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0625 ***********************************************************************
 KX0625  DESIGNATION -  D 314
 KX0625  PID         -  KX0625
 KX0625  STATE/COUNTY-  PA/BEDFORD
 KX0625  USGS QUAD   -  BEDFORD (1987)
 KX0625
 KX0625                         *CURRENT SURVEY CONTROL
 KX0625  ___________________________________________________________________
 KX0625* NAD 83(1986)-  40 00 24.     (N)    078 30 03.     (W)     SCALED    
 KX0625* NAVD 88     -       339.672  (meters)    1114.41   (feet)  ADJUSTED  
 KX0625  ___________________________________________________________________
 KX0625  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KX0625  DYNAMIC HT  -         339.481 (meters)    1113.78  (feet)  COMP
 KX0625  MODELED GRAV-     980,054.1   (mgal)                       NAVD 88
 KX0625
 KX0625  VERT ORDER  -  SECOND    CLASS 0
 KX0625
 KX0625.The horizontal coordinates were scaled from a topographic map and have
 KX0625.an estimated accuracy of +/- 6 seconds.
 KX0625
 KX0625.The orthometric height was determined by differential leveling
 KX0625.and adjusted by the National Geodetic Survey in June 1991..
 KX0625
 KX0625.The geoid height was determined by GEOID03.
 KX0625
 KX0625.The dynamic height is computed by dividing the NAVD 88
 KX0625.geopotential number by the normal gravity value computed on the
 KX0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0625.degrees latitude (g = 980.6199 gals.).
 KX0625
 KX0625.The modeled gravity was interpolated from observed gravity values.
 KX0625
 KX0625;                    North         East    Units  Estimated Accuracy
 KX0625;SPC PA S     -    75,040.      535,890.      MT  (+/- 180 meters Scaled)
 KX0625
 KX0625                          SUPERSEDED SURVEY CONTROL
 KX0625
 KX0625  NGVD 29 (??/??/92)  339.834  (m)         1114.94   (f) ADJ UNCH    2 0
 KX0625
 KX0625.Superseded values are not recommended for survey control.
 KX0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0625.See file dsdata.txt to determine how the superseded data were derived.
 KX0625
 KX0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE133314(NAD 83)
 KX0625_MARKER: DB = BENCH MARK DISK
 KX0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0625_STAMPING: D 314 1967
 KX0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0625+STABILITY: SURFACE MOTION
 KX0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX0625+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2004
 KX0625
 KX0625  HISTORY     - Date     Condition        Report By
 KX0625  HISTORY     - 1967     MONUMENTED       CGS
 KX0625  HISTORY     - 20020222 GOOD             INDIV
 KX0625  HISTORY     - 20040304 GOOD             PADT
 KX0625
 KX0625                          STATION DESCRIPTION
 KX0625
 KX0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0625'0.9 MI S FROM BEDFORD.
 KX0625'ABOUT 0.9 MILE SOUTH ALONG U.S. HIGHWAY 220 FROM THE JUNCTION
 KX0625'OF U.S. HIGHWAY 220 AND 30 (PITT STREET), SET IN THE TOP OF
 KX0625'A CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES ABOVE THE GROUND,
 KX0625'31.0 FEET NORTHEAST OF A DRIVEWAY LEADING TO THE ELKS CLUB, 23.0
 KX0625'FEET EAST OF THE CENTERLINE OF HIGHWAY, 23.0 FEET SOUTH OF
 KX0625'POWERLINE POLE NUMBER TB-11, 10.0 FEET NORTH OF A 12-INCH OAK
 KX0625'TREE 2.5 FEET WEST OF A WITNESS POST AND ABOUT LEVEL WITH HIGHWAY.
 KX0625
 KX0625                          STATION RECOVERY (2002)
 KX0625
 KX0625'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (WMD)
 KX0625'RECOVERED IN GOOD CONDITION.
 KX0625
 KX0625                          STATION RECOVERY (2004)
 KX0625
 KX0625'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (TRN)
 KX0625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1195 ***********************************************************************
 KX1195  DESIGNATION -  D 315
 KX1195  PID         -  KX1195
 KX1195  STATE/COUNTY-  PA/SOMERSET
 KX1195  USGS QUAD   -  SOMERSET (1973)
 KX1195
 KX1195                         *CURRENT SURVEY CONTROL
 KX1195  ___________________________________________________________________
 KX1195* NAD 83(1986)-  40 00 12.     (N)    079 03 04.     (W)     SCALED    
 KX1195* NAVD 88     -       699.533  (meters)    2295.05   (feet)  ADJUSTED  
 KX1195  ___________________________________________________________________
 KX1195  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 KX1195  DYNAMIC HT  -         699.111 (meters)    2293.67  (feet)  COMP
 KX1195  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 KX1195
 KX1195  VERT ORDER  -  SECOND    CLASS 0
 KX1195
 KX1195.The horizontal coordinates were scaled from a topographic map and have
 KX1195.an estimated accuracy of +/- 6 seconds.
 KX1195
 KX1195.The orthometric height was determined by differential leveling
 KX1195.and adjusted by the National Geodetic Survey in June 1991..
 KX1195
 KX1195.The geoid height was determined by GEOID03.
 KX1195
 KX1195.The dynamic height is computed by dividing the NAVD 88
 KX1195.geopotential number by the normal gravity value computed on the
 KX1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1195.degrees latitude (g = 980.6199 gals.).
 KX1195
 KX1195.The modeled gravity was interpolated from observed gravity values.
 KX1195
 KX1195;                    North         East    Units  Estimated Accuracy
 KX1195;SPC PA S     -    75,210.      488,900.      MT  (+/- 180 meters Scaled)
 KX1195
 KX1195                          SUPERSEDED SURVEY CONTROL
 KX1195
 KX1195  NGVD 29 (??/??/92)  699.644  (m)         2295.42   (f) ADJ UNCH    2 0
 KX1195
 KX1195.Superseded values are not recommended for survey control.
 KX1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1195.See file dsdata.txt to determine how the superseded data were derived.
 KX1195
 KX1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE663299(NAD 83)
 KX1195_MARKER: DB = BENCH MARK DISK
 KX1195_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1195_SP_SET: BRIDGE
 KX1195_STAMPING: D 315 1967
 KX1195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1195
 KX1195  HISTORY     - Date     Condition        Report By
 KX1195  HISTORY     - 1967     MONUMENTED       CGS
 KX1195
 KX1195                          STATION DESCRIPTION
 KX1195
 KX1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX1195'1.7 MI E FROM SOMERSET.
 KX1195'0.7 MILE EAST ALONG U.S. HIGHWAY 30 AND STATE HIGHWAY 31 FROM THE
 KX1195'COURT HOUSE IN SOMERSET TO THE JUNCTION OF U.S. HIGHWAY 30 AND
 KX1195'STATE HIGHWAY 31, THENCE EAST ALONG STATE HIGHWAY 31 FOR 1.0
 KX1195'MILES, SET IN THE TOP OF THE NORTHWEST WINGWALL OF A BRIDGE OVER
 KX1195'THE PENNSYLVANIA TURNPIKE, 15 FEET NORTH OF THE CENTERLINE OF
 KX1195'HIGHWAY AND IS ABOUT 1.0 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0582 ***********************************************************************
 KX0582  DESIGNATION -  D 316
 KX0582  PID         -  KX0582
 KX0582  STATE/COUNTY-  PA/SOMERSET
 KX0582  USGS QUAD   -  HOOVERSVILLE (1994)
 KX0582
 KX0582                         *CURRENT SURVEY CONTROL
 KX0582  ___________________________________________________________________
 KX0582* NAD 83(1986)-  40 12 54.     (N)    078 54 05.     (W)     SCALED    
 KX0582* NAVD 88     -       454.042  (meters)    1489.64   (feet)  ADJUSTED  
 KX0582  ___________________________________________________________________
 KX0582  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 KX0582  DYNAMIC HT  -         453.785 (meters)    1488.79  (feet)  COMP
 KX0582  MODELED GRAV-     980,046.6   (mgal)                       NAVD 88
 KX0582
 KX0582  VERT ORDER  -  SECOND    CLASS 0
 KX0582
 KX0582.The horizontal coordinates were scaled from a topographic map and have
 KX0582.an estimated accuracy of +/- 6 seconds.
 KX0582
 KX0582.The orthometric height was determined by differential leveling
 KX0582.and adjusted by the National Geodetic Survey in June 1991..
 KX0582
 KX0582.The geoid height was determined by GEOID03.
 KX0582
 KX0582.The dynamic height is computed by dividing the NAVD 88
 KX0582.geopotential number by the normal gravity value computed on the
 KX0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0582.degrees latitude (g = 980.6199 gals.).
 KX0582
 KX0582.The modeled gravity was interpolated from observed gravity values.
 KX0582
 KX0582;                    North         East    Units  Estimated Accuracy
 KX0582;SPC PA S     -    98,530.      501,990.      MT  (+/- 180 meters Scaled)
 KX0582
 KX0582                          SUPERSEDED SURVEY CONTROL
 KX0582
 KX0582  NGVD 29 (??/??/92)  454.194  (m)         1490.13   (f) ADJ UNCH    2 0
 KX0582
 KX0582.Superseded values are not recommended for survey control.
 KX0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0582.See file dsdata.txt to determine how the superseded data were derived.
 KX0582
 KX0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE785537(NAD 83)
 KX0582_MARKER: DB = BENCH MARK DISK
 KX0582_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0582_SP_SET: BRIDGE
 KX0582_STAMPING: D 316 1967
 KX0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0582
 KX0582  HISTORY     - Date     Condition        Report By
 KX0582  HISTORY     - 1967     MONUMENTED       CGS
 KX0582
 KX0582                          STATION DESCRIPTION
 KX0582
 KX0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0582'0.3 MI SW FROM SENORA.
 KX0582'ABOUT 0.3 MILE SOUTHWEST ALONG STATE HIGHWAY 601 FROM THE
 KX0582'POST OFFICE IN SENORA, 1.6 MILES NORTHEAST OF HOLSOPPLE, SET
 KX0582'IN THE TOP OF THE NORTHEAST WINGWALL OF A BRIDGE OVER STONEY
 KX0582'CREEK, 77 FEET SOUTH OF THE SOUTH RAIL OF THE B AND C RAILROAD,
 KX0582'12 FEET EAST OF THE APPROXIMATE CENTER OF THE HIGHWAY, AND IS
 KX0582'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0763 ***********************************************************************
 KX0763  DESIGNATION -  D 317
 KX0763  PID         -  KX0763
 KX0763  STATE/COUNTY-  PA/CAMBRIA
 KX0763  USGS QUAD   -  BARNESBORO (1984)
 KX0763
 KX0763                         *CURRENT SURVEY CONTROL
 KX0763  ___________________________________________________________________
 KX0763* NAD 83(1986)-  40 41 36.     (N)    078 48 13.     (W)     SCALED    
 KX0763* NAVD 88     -       429.122  (meters)    1407.88   (feet)  ADJUSTED  
 KX0763  ___________________________________________________________________
 KX0763  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KX0763  DYNAMIC HT  -         428.889 (meters)    1407.11  (feet)  COMP
 KX0763  MODELED GRAV-     980,069.6   (mgal)                       NAVD 88
 KX0763
 KX0763  VERT ORDER  -  SECOND    CLASS 0
 KX0763
 KX0763.The horizontal coordinates were scaled from a topographic map and have
 KX0763.an estimated accuracy of +/- 6 seconds.
 KX0763
 KX0763.The orthometric height was determined by differential leveling
 KX0763.and adjusted by the National Geodetic Survey in June 1991..
 KX0763
 KX0763.The geoid height was determined by GEOID03.
 KX0763
 KX0763.The dynamic height is computed by dividing the NAVD 88
 KX0763.geopotential number by the normal gravity value computed on the
 KX0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0763.degrees latitude (g = 980.6199 gals.).
 KX0763
 KX0763.The modeled gravity was interpolated from observed gravity values.
 KX0763
 KX0763;                    North         East    Units  Estimated Accuracy
 KX0763;SPC PA S     -   151,540.      510,950.      MT  (+/- 180 meters Scaled)
 KX0763
 KX0763                          SUPERSEDED SURVEY CONTROL
 KX0763
 KX0763  NGVD 29 (??/??/92)  429.280  (m)         1408.40   (f) ADJ UNCH    2 0
 KX0763
 KX0763.Superseded values are not recommended for survey control.
 KX0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0763.See file dsdata.txt to determine how the superseded data were derived.
 KX0763
 KX0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF855070(NAD 83)
 KX0763_MARKER: DB = BENCH MARK DISK
 KX0763_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0763_SP_SET: CATCH BASIN
 KX0763_STAMPING: D 317 1967
 KX0763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0763
 KX0763  HISTORY     - Date     Condition        Report By
 KX0763  HISTORY     - 1967     MONUMENTED       CGS
 KX0763  HISTORY     - 20010201 GOOD             PADT
 KX0763
 KX0763                          STATION DESCRIPTION
 KX0763
 KX0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0763'2.4 MI S FROM CHERRY TREE.
 KX0763'2.4 MILES SOUTH ALONG U.S. HIGHWAY 219 FROM THE JUNCTION OF
 KX0763'U.S. HIGHWAY 219 AND STATE HIGHWAY 580 AT CHERRY TREE, SET IN
 KX0763'THE CENTER OF THE BACKWALL OF A CATCH BASIN, 19.2 FEET NORTHEAST
 KX0763'OF THE CENTERLINE OF HIGHWAY, 4.0 FEET NORTHWEST OF A WITNESS
 KX0763'POST AND ABOUT LEVEL WITH HIGHWAY.  NOTE-- ABOUT 2.95 MILES
 KX0763'NORTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE AT BARNESBORO.
 KX0763
 KX0763                          STATION RECOVERY (2001)
 KX0763
 KX0763'RECOVERY NOTE BY PA DEPT OF TRANSP 2001
 KX0763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0737 ***********************************************************************
 KX0737  DESIGNATION -  D 318
 KX0737  PID         -  KX0737
 KX0737  STATE/COUNTY-  PA/JEFFERSON
 KX0737  USGS QUAD   -  MC GEES MILLS (1994)
 KX0737
 KX0737                         *CURRENT SURVEY CONTROL
 KX0737  ___________________________________________________________________
 KX0737* NAD 83(1986)-  40 58 22.     (N)    078 51 21.     (W)     SCALED    
 KX0737* NAVD 88     -       398.842  (meters)    1308.53   (feet)  ADJUSTED  
 KX0737  ___________________________________________________________________
 KX0737  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KX0737  DYNAMIC HT  -         398.644 (meters)    1307.88  (feet)  COMP
 KX0737  MODELED GRAV-     980,116.5   (mgal)                       NAVD 88
 KX0737
 KX0737  VERT ORDER  -  SECOND    CLASS 0
 KX0737
 KX0737.The horizontal coordinates were scaled from a topographic map and have
 KX0737.an estimated accuracy of +/- 6 seconds.
 KX0737
 KX0737.The orthometric height was determined by differential leveling
 KX0737.and adjusted by the National Geodetic Survey in June 1991..
 KX0737
 KX0737.The geoid height was determined by GEOID03.
 KX0737
 KX0737.The dynamic height is computed by dividing the NAVD 88
 KX0737.geopotential number by the normal gravity value computed on the
 KX0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0737.degrees latitude (g = 980.6199 gals.).
 KX0737
 KX0737.The modeled gravity was interpolated from observed gravity values.
 KX0737
 KX0737;                    North         East    Units  Estimated Accuracy
 KX0737;SPC PA N     -    90,120.      506,930.      MT  (+/- 180 meters Scaled)
 KX0737
 KX0737                          SUPERSEDED SURVEY CONTROL
 KX0737
 KX0737  NGVD 29 (??/??/92)  398.991  (m)         1309.02   (f) ADJ UNCH    2 0
 KX0737
 KX0737.Superseded values are not recommended for survey control.
 KX0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0737.See file dsdata.txt to determine how the superseded data were derived.
 KX0737
 KX0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF804379(NAD 83)
 KX0737_MARKER: DB = BENCH MARK DISK
 KX0737_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0737_SP_SET: BRIDGE
 KX0737_STAMPING: D 318 1967
 KX0737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0737
 KX0737  HISTORY     - Date     Condition        Report By
 KX0737  HISTORY     - 1967     MONUMENTED       CGS
 KX0737
 KX0737                          STATION DESCRIPTION
 KX0737
 KX0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0737'11.3 MI NW FROM MC GEES MILLS.
 KX0737'5.0 MILES NORTHWEST ALONG STATE HIGHWAY 36 FROM ITS JUNCTION WITH
 KX0737'U.S. HIGHWAY 219 IN MC GEES MILLS TO A ASPHALT ROAD NORTH,
 KX0737'THENCE NORTH ALONG ASPHALT ROAD 6.1 MILES TO THE B AND O R.R.,
 KX0737'THENCE, NORTHEAST 0.2 MILE ALONG THE RAILROAD, 1.4 MILES
 KX0737'NORTHEAST ALONG THE RAILROAD FROM BIG RUN, 1.2 MILES SOUTHWEST
 KX0737'ALONG THE RAILROAD FROM ITS JUNCTION WITH STATE HIGHWAY 410, 5.7
 KX0737'FEET SOUTHEAST OF THE SOUTHEAST RAIL, SET IN THE TOP OF THE
 KX0737'SOUTHEAST WINGWALL OF BRIDGE NO. 217.46, AND IS ABOUT 1 FOOT BELOW
 KX0737'THE LEVEL OF THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0807 ***********************************************************************
 KX0807  DESIGNATION -  D 319
 KX0807  PID         -  KX0807
 KX0807  STATE/COUNTY-  PA/INDIANA
 KX0807  USGS QUAD   -  STRONGSTOWN (1977)
 KX0807
 KX0807                         *CURRENT SURVEY CONTROL
 KX0807  ___________________________________________________________________
 KX0807* NAD 83(1986)-  40 33 42.     (N)    078 56 45.     (W)     SCALED    
 KX0807* NAVD 88     -       488.204  (meters)    1601.72   (feet)  ADJUSTED  
 KX0807  ___________________________________________________________________
 KX0807  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KX0807  DYNAMIC HT  -         487.936 (meters)    1600.84  (feet)  COMP
 KX0807  MODELED GRAV-     980,059.6   (mgal)                       NAVD 88
 KX0807
 KX0807  VERT ORDER  -  SECOND    CLASS 0
 KX0807
 KX0807.The horizontal coordinates were scaled from a topographic map and have
 KX0807.an estimated accuracy of +/- 6 seconds.
 KX0807
 KX0807.The orthometric height was determined by differential leveling
 KX0807.and adjusted by the National Geodetic Survey in June 1991..
 KX0807
 KX0807.The geoid height was determined by GEOID03.
 KX0807
 KX0807.The dynamic height is computed by dividing the NAVD 88
 KX0807.geopotential number by the normal gravity value computed on the
 KX0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0807.degrees latitude (g = 980.6199 gals.).
 KX0807
 KX0807.The modeled gravity was interpolated from observed gravity values.
 KX0807
 KX0807;                    North         East    Units  Estimated Accuracy
 KX0807;SPC PA S     -   137,070.      498,730.      MT  (+/- 180 meters Scaled)
 KX0807
 KX0807                          SUPERSEDED SURVEY CONTROL
 KX0807
 KX0807  NGVD 29 (??/??/92)  488.367  (m)         1602.25   (f) ADJ UNCH    2 0
 KX0807
 KX0807.Superseded values are not recommended for survey control.
 KX0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0807.See file dsdata.txt to determine how the superseded data were derived.
 KX0807
 KX0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE739921(NAD 83)
 KX0807_MARKER: DD = SURVEY DISK
 KX0807_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0807_SP_SET: BRIDGE
 KX0807_STAMPING: D 319 1967
 KX0807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0807
 KX0807  HISTORY     - Date     Condition        Report By
 KX0807  HISTORY     - 1967     MONUMENTED       PADT
 KX0807  HISTORY     - 1967     GOOD             NGS
 KX0807
 KX0807                          STATION DESCRIPTION
 KX0807
 KX0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0807'1.5 MI W FROM STRONGSTOWN.
 KX0807'1.5 MILES WEST ALONG U.S. HIGHWAY 422 FROM ITS JUNCTION WITH
 KX0807'STATE HIGHWAY 403 IN STRONGSTOWN, SET IN THE TOP OF THE NORTHEAST
 KX0807'WINGWALL OF A BRIDGE, 27 FEET NORTHEAST OF THE CENTERLINE OF
 KX0807'HIGHWAY, AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0539 ***********************************************************************
 LZ0539  DESIGNATION -  D 32
 LZ0539  PID         -  LZ0539
 LZ0539  STATE/COUNTY-  PA/TIOGA
 LZ0539  USGS QUAD   -  GLEASON (1986)
 LZ0539
 LZ0539                         *CURRENT SURVEY CONTROL
 LZ0539  ___________________________________________________________________
 LZ0539* NAD 83(1986)-  41 40 43.     (N)    076 54 30.     (W)     SCALED    
 LZ0539* NAVD 88     -       647.101  (meters)    2123.03   (feet)  ADJUSTED  
 LZ0539  ___________________________________________________________________
 LZ0539  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LZ0539  DYNAMIC HT  -         646.809 (meters)    2122.07  (feet)  COMP
 LZ0539  MODELED GRAV-     980,149.3   (mgal)                       NAVD 88
 LZ0539
 LZ0539  VERT ORDER  -  SECOND    CLASS 0
 LZ0539
 LZ0539.The horizontal coordinates were scaled from a topographic map and have
 LZ0539.an estimated accuracy of +/- 6 seconds.
 LZ0539
 LZ0539.The orthometric height was determined by differential leveling
 LZ0539.and adjusted by the National Geodetic Survey in June 1991..
 LZ0539
 LZ0539.The geoid height was determined by GEOID03.
 LZ0539
 LZ0539.The dynamic height is computed by dividing the NAVD 88
 LZ0539.geopotential number by the normal gravity value computed on the
 LZ0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0539.degrees latitude (g = 980.6199 gals.).
 LZ0539
 LZ0539.The modeled gravity was interpolated from observed gravity values.
 LZ0539
 LZ0539;                    North         East    Units  Estimated Accuracy
 LZ0539;SPC PA N     -   168,250.      670,080.      MT  (+/- 180 meters Scaled)
 LZ0539
 LZ0539                          SUPERSEDED SURVEY CONTROL
 LZ0539
 LZ0539  NGVD 29 (??/??/92)  647.246  (m)         2123.51   (f) ADJ UNCH    2 0
 LZ0539
 LZ0539.Superseded values are not recommended for survey control.
 LZ0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0539.See file dsdata.txt to determine how the superseded data were derived.
 LZ0539
 LZ0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM411158(NAD 83)
 LZ0539_MARKER: DB = BENCH MARK DISK
 LZ0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0539_STAMPING: D 32 1934
 LZ0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0539+STABILITY: SURFACE MOTION
 LZ0539
 LZ0539  HISTORY     - Date     Condition        Report By
 LZ0539  HISTORY     - 1934     MONUMENTED       CGS
 LZ0539  HISTORY     - 1937     GOOD             NGS
 LZ0539
 LZ0539                          STATION DESCRIPTION
 LZ0539
 LZ0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0539'3.5 MI W FROM CANTON.
 LZ0539'IN TIOGA COUNTY, ABOUT 3.5 MILES WEST ALONG THE ROAD LEADING TO
 LZ0539'BLOSSBURG FROM CANTON, BRADFORD COUNTY, ABOUT 408 FEET EAST OF
 LZ0539'HIGHWAY STATION 108+00, ABOUT 320 FEET WEST OF HIGHWAY STATION
 LZ0539'117+00, ON THE PROPERTY OF THE SEIGURS SCHOOL, ABOUT 70 FEET WEST
 LZ0539'OF THE SOUTHWEST CORNER OF THE SCHOOLHOUSE, 30 FEET EAST OF THE
 LZ0539'CENTER LINE OF THE ROAD, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
 LZ0539'A STANDARD DISK, STAMPED D 32 1934 AND SET IN THE TOP OF A
 LZ0539'CONCRETE POST.
 LZ0539
 LZ0539                          STATION RECOVERY (1937)
 LZ0539
 LZ0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 LZ0539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0827 ***********************************************************************
 KX0827  DESIGNATION -  D 320
 KX0827  PID         -  KX0827
 KX0827  STATE/COUNTY-  PA/INDIANA
 KX0827  USGS QUAD   -  ELDERTON (1977)
 KX0827
 KX0827                         *CURRENT SURVEY CONTROL
 KX0827  ___________________________________________________________________
 KX0827* NAD 83(1986)-  40 39 33.     (N)    079 16 10.     (W)     SCALED    
 KX0827* NAVD 88     -       307.593  (meters)    1009.16   (feet)  ADJUSTED  
 KX0827  ___________________________________________________________________
 KX0827  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KX0827  DYNAMIC HT  -         307.437 (meters)    1008.65  (feet)  COMP
 KX0827  MODELED GRAV-     980,109.7   (mgal)                       NAVD 88
 KX0827
 KX0827  VERT ORDER  -  SECOND    CLASS 0
 KX0827
 KX0827.The horizontal coordinates were scaled from a topographic map and have
 KX0827.an estimated accuracy of +/- 6 seconds.
 KX0827
 KX0827.The orthometric height was determined by differential leveling
 KX0827.and adjusted by the National Geodetic Survey in June 1991..
 KX0827
 KX0827.The geoid height was determined by GEOID03.
 KX0827
 KX0827.The dynamic height is computed by dividing the NAVD 88
 KX0827.geopotential number by the normal gravity value computed on the
 KX0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0827.degrees latitude (g = 980.6199 gals.).
 KX0827
 KX0827.The modeled gravity was interpolated from observed gravity values.
 KX0827
 KX0827;                    North         East    Units  Estimated Accuracy
 KX0827;SPC PA S     -   148,320.      471,520.      MT  (+/- 180 meters Scaled)
 KX0827
 KX0827                          SUPERSEDED SURVEY CONTROL
 KX0827
 KX0827  NGVD 29 (??/??/92)  307.771  (m)         1009.75   (f) ADJ UNCH    2 0
 KX0827
 KX0827.Superseded values are not recommended for survey control.
 KX0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0827.See file dsdata.txt to determine how the superseded data were derived.
 KX0827
 KX0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF462023(NAD 83)
 KX0827_MARKER: DB = BENCH MARK DISK
 KX0827_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0827_SP_SET: TRESTLE
 KX0827_STAMPING: D 320 1967
 KX0827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0827_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KX0827+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 KX0827
 KX0827  HISTORY     - Date     Condition        Report By
 KX0827  HISTORY     - 1967     MONUMENTED       CGS
 KX0827  HISTORY     - 20050901 GOOD             PADT
 KX0827
 KX0827                          STATION DESCRIPTION
 KX0827
 KX0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0827'3.6 MI SE FROM SHELOCTA.
 KX0827'2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 422 FROM ITS JUNCTION
 KX0827'WITH STATE HIGHWAY 156 IN SHELOCTA, THENCE, NORTHEAST ALONG A
 KX0827'RAILROAD TRACK 0.9 MILE, SET IN THE TOP OF THE SOUTHWEST CORNER
 KX0827'OF HEADWALL OF A TRESTLE, 16 FEET SOUTH OF THE SOUTH RAIL, 73
 KX0827'FEET EAST OF THE CENTERLINE OF A MACADAM ROAD, 800 FEET SOUTH
 KX0827'OF A T ROAD INTERSECTION, 2 1/4 RAILS WEST OF A RAIL SWITCH AND
 KX0827'SIGNAL AND IS ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
 KX0827
 KX0827                          STATION RECOVERY (2005)
 KX0827
 KX0827'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 KX0827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1638 ***********************************************************************
 KX1638  DESIGNATION -  D 320 X
 KX1638  PID         -  KX1638
 KX1638  STATE/COUNTY-  PA/BUTLER
 KX1638  USGS QUAD   -  WORTHINGTON (1993)
 KX1638
 KX1638                         *CURRENT SURVEY CONTROL
 KX1638  ___________________________________________________________________
 KX1638* NAD 83(1986)-  40 50 53.     (N)    079 44 42.     (W)     SCALED    
 KX1638* NAVD 88     -       402.725  (meters)    1321.27   (feet)  ADJUSTED  
 KX1638  ___________________________________________________________________
 KX1638  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KX1638  DYNAMIC HT  -         402.523 (meters)    1320.61  (feet)  COMP
 KX1638  MODELED GRAV-     980,110.0   (mgal)                       NAVD 88
 KX1638
 KX1638  VERT ORDER  -  FIRST     CLASS II
 KX1638
 KX1638.The horizontal coordinates were scaled from a topographic map and have
 KX1638.an estimated accuracy of +/- 6 seconds.
 KX1638
 KX1638.The orthometric height was determined by differential leveling
 KX1638.and adjusted by the National Geodetic Survey in June 1991..
 KX1638
 KX1638.The geoid height was determined by GEOID03.
 KX1638
 KX1638.The dynamic height is computed by dividing the NAVD 88
 KX1638.geopotential number by the normal gravity value computed on the
 KX1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1638.degrees latitude (g = 980.6199 gals.).
 KX1638
 KX1638.The modeled gravity was interpolated from observed gravity values.
 KX1638
 KX1638;                    North         East    Units  Estimated Accuracy
 KX1638;SPC PA S     -   170,090.      431,780.      MT  (+/- 180 meters Scaled)
 KX1638
 KX1638                          SUPERSEDED SURVEY CONTROL
 KX1638
 KX1638  NGVD 29 (06/03/92)  402.878  (m)         1321.78   (f) ADJUSTED    1 2
 KX1638
 KX1638.Superseded values are not recommended for survey control.
 KX1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1638.See file dsdata.txt to determine how the superseded data were derived.
 KX1638
 KX1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF057226(NAD 83)
 KX1638_MARKER: DB = BENCH MARK DISK
 KX1638_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1638_SP_SET: CATCH BASIN
 KX1638_STAMPING: D 320 X 1967
 KX1638_MARK LOGO: CGS   
 KX1638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1638
 KX1638  HISTORY     - Date     Condition        Report By
 KX1638  HISTORY     - 1967     MONUMENTED       CGS
 KX1638  HISTORY     - 1983     GOOD             NGS
 KX1638
 KX1638                          STATION DESCRIPTION
 KX1638
 KX1638'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX1638'6 MI W FROM WORTHINGTON.
 KX1638'6.05 MILES WEST ALONG U.S. HIGHWAY 422 FROM ITS JUNCTION WITH
 KX1638'STATE HIGHWAY 228, SET IN THE TOP OF THE APPROX CENTER OF A CATCH
 KX1638'BASIN, 30 FEET NORTH OF CENTERLINE OF THE WEST-BOUND LANE OF
 KX1638'HIGHWAY, 33 FEET WEST OF APPROX CENTER OF A DIRT ROAD, AND IS
 KX1638'ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY.
 KX1638
 KX1638                          STATION RECOVERY (1983)
 KX1638
 KX1638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0171 ***********************************************************************
 KY0171  DESIGNATION -  D 322
 KY0171  PID         -  KY0171
 KY0171  STATE/COUNTY-  PA/LAWRENCE
 KY0171  USGS QUAD   -  NEW CASTLE SOUTH (1990)
 KY0171
 KY0171                         *CURRENT SURVEY CONTROL
 KY0171  ___________________________________________________________________
 KY0171* NAD 83(1986)-  40 59 20.     (N)    080 19 00.     (W)     SCALED    
 KY0171* NAVD 88     -       320.003  (meters)    1049.88   (feet)  ADJUSTED  
 KY0171  ___________________________________________________________________
 KY0171  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 KY0171  DYNAMIC HT  -         319.849 (meters)    1049.37  (feet)  COMP
 KY0171  MODELED GRAV-     980,135.8   (mgal)                       NAVD 88
 KY0171
 KY0171  VERT ORDER  -  SECOND    CLASS 0
 KY0171
 KY0171.The horizontal coordinates were scaled from a topographic map and have
 KY0171.an estimated accuracy of +/- 6 seconds.
 KY0171
 KY0171.The orthometric height was determined by differential leveling
 KY0171.and adjusted by the National Geodetic Survey in June 1991..
 KY0171
 KY0171.The geoid height was determined by GEOID03.
 KY0171
 KY0171.The dynamic height is computed by dividing the NAVD 88
 KY0171.geopotential number by the normal gravity value computed on the
 KY0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0171.degrees latitude (g = 980.6199 gals.).
 KY0171
 KY0171.The modeled gravity was interpolated from observed gravity values.
 KY0171
 KY0171;                    North         East    Units  Estimated Accuracy
 KY0171;SPC PA S     -   186,970.      384,050.      MT  (+/- 180 meters Scaled)
 KY0171
 KY0171                          SUPERSEDED SURVEY CONTROL
 KY0171
 KY0171  NGVD 29 (??/??/92)  320.152  (m)         1050.37   (f) ADJ UNCH    2 0
 KY0171
 KY0171.Superseded values are not recommended for survey control.
 KY0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0171.See file dsdata.txt to determine how the superseded data were derived.
 KY0171
 KY0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF574377(NAD 83)
 KY0171_MARKER: DB = BENCH MARK DISK
 KY0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0171_STAMPING: D 322 1967
 KY0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0171+STABILITY: SURFACE MOTION
 KY0171
 KY0171  HISTORY     - Date     Condition        Report By
 KY0171  HISTORY     - 1967     MONUMENTED       CGS
 KY0171  HISTORY     - 19970829 GOOD             USPSQD
 KY0171
 KY0171                          STATION DESCRIPTION
 KY0171
 KY0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KY0171'2.1 MI SE FROM NEW CASTLE.
 KY0171'ABOUT 2.1 MILE SOUTHEAST ALONG U.S. 422 FROM THE POST OFFICE
 KY0171'IN NEW CASTLE, SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 KY0171'INCHES, 47 FEET NORTH OF CENTERLINE OF HIGHWAY, 29 FEET WEST OF
 KY0171'WEST RAIL OF A SMALL RAILROAD TRACK, 2 FEET EAST OF A METAL
 KY0171'WITNESS POST, AND ABOUT 2 FEET BELOW LEVEL OF HIGHWAY.
 KY0171
 KY0171                          STATION RECOVERY (1997)
 KY0171
 KY0171'RECOVERY NOTE BY US POWER SQUADRON 1997
 KY0171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1393 ***********************************************************************
 MA1393  DESIGNATION -  D 323
 MA1393  PID         -  MA1393
 MA1393  STATE/COUNTY-  PA/VENANGO
 MA1393  USGS QUAD   -  KOSSUTH (1972)
 MA1393
 MA1393                         *CURRENT SURVEY CONTROL
 MA1393  ___________________________________________________________________
 MA1393* NAD 83(1986)-  41 18 08.     (N)    079 37 26.     (W)     SCALED    
 MA1393* NAVD 88     -       426.924  (meters)    1400.67   (feet)  ADJUSTED  
 MA1393  ___________________________________________________________________
 MA1393  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 MA1393  DYNAMIC HT  -         426.726 (meters)    1400.02  (feet)  COMP
 MA1393  MODELED GRAV-     980,146.0   (mgal)                       NAVD 88
 MA1393
 MA1393  VERT ORDER  -  SECOND    CLASS 0
 MA1393
 MA1393.The horizontal coordinates were scaled from a topographic map and have
 MA1393.an estimated accuracy of +/- 6 seconds.
 MA1393
 MA1393.The orthometric height was determined by differential leveling
 MA1393.and adjusted by the National Geodetic Survey in June 1991..
 MA1393
 MA1393.The geoid height was determined by GEOID03.
 MA1393
 MA1393.The dynamic height is computed by dividing the NAVD 88
 MA1393.geopotential number by the normal gravity value computed on the
 MA1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1393.degrees latitude (g = 980.6199 gals.).
 MA1393
 MA1393.The modeled gravity was interpolated from observed gravity values.
 MA1393
 MA1393;                    North         East    Units  Estimated Accuracy
 MA1393;SPC PA N     -   127,810.      443,080.      MT  (+/- 180 meters Scaled)
 MA1393
 MA1393                          SUPERSEDED SURVEY CONTROL
 MA1393
 MA1393  NGVD 29 (??/??/92)  427.082  (m)         1401.18   (f) ADJ UNCH    2 0
 MA1393
 MA1393.Superseded values are not recommended for survey control.
 MA1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1393.See file dsdata.txt to determine how the superseded data were derived.
 MA1393
 MA1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF152732(NAD 83)
 MA1393_MARKER: DB = BENCH MARK DISK
 MA1393_SETTING: 80 = SET IN A BOULDER
 MA1393_SP_SET: BOULDER
 MA1393_STAMPING: D 323 1967
 MA1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1393+STABILITY: SURFACE MOTION
 MA1393
 MA1393  HISTORY     - Date     Condition        Report By
 MA1393  HISTORY     - 1967     MONUMENTED       CGS
 MA1393
 MA1393                          STATION DESCRIPTION
 MA1393
 MA1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MA1393'6 MI SE FROM CRANBERRY.
 MA1393'TO REACH THE MARK FROM THE POST OFFICE IN CRANBERRY GO SOUTHEAST
 MA1393'ALONG U.S. HIGHWAY 322 TO THE MARK SET IN THE TOP APPROX CENTER
 MA1393'OF A 3 FOOT BY 3 FOOT BOULDER IN THE NORTH EDGE OF A WOODED AREA,
 MA1393'56.0 FEET SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 322, 3.3
 MA1393'FEET EAST OF A METAL WITNESS POST, 8.0 FEET WEST OF A 10 INCH
 MA1393'OAK TREE AND IS ABOUT 3.0 FEET ABOVE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1420 ***********************************************************************
 MA1420  DESIGNATION -  D 324
 MA1420  PID         -  MA1420
 MA1420  STATE/COUNTY-  PA/VENANGO
 MA1420  USGS QUAD   -  UTICA (1977)
 MA1420
 MA1420                         *CURRENT SURVEY CONTROL
 MA1420  ___________________________________________________________________
 MA1420* NAD 83(1986)-  41 26 41.     (N)    079 56 57.     (W)     SCALED    
 MA1420* NAVD 88     -       365.689  (meters)    1199.76   (feet)  ADJUSTED  
 MA1420  ___________________________________________________________________
 MA1420  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MA1420  DYNAMIC HT  -         365.535 (meters)    1199.26  (feet)  COMP
 MA1420  MODELED GRAV-     980,192.4   (mgal)                       NAVD 88
 MA1420
 MA1420  VERT ORDER  -  FIRST     CLASS II
 MA1420
 MA1420.The horizontal coordinates were scaled from a topographic map and have
 MA1420.an estimated accuracy of +/- 6 seconds.
 MA1420
 MA1420.The orthometric height was determined by differential leveling
 MA1420.and adjusted by the National Geodetic Survey in June 1991..
 MA1420
 MA1420.The geoid height was determined by GEOID03.
 MA1420
 MA1420.The dynamic height is computed by dividing the NAVD 88
 MA1420.geopotential number by the normal gravity value computed on the
 MA1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1420.degrees latitude (g = 980.6199 gals.).
 MA1420
 MA1420.The modeled gravity was interpolated from observed gravity values.
 MA1420
 MA1420;                    North         East    Units  Estimated Accuracy
 MA1420;SPC PA N     -   144,270.      416,250.      MT  (+/- 180 meters Scaled)
 MA1420
 MA1420                          SUPERSEDED SURVEY CONTROL
 MA1420
 MA1420  NGVD 29 (06/03/92)  365.846  (m)         1200.28   (f) ADJUSTED    1 2
 MA1420
 MA1420.Superseded values are not recommended for survey control.
 MA1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1420.See file dsdata.txt to determine how the superseded data were derived.
 MA1420
 MA1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF877886(NAD 83)
 MA1420_MARKER: DB = BENCH MARK DISK
 MA1420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1420_SP_SET: CULVERT
 MA1420_STAMPING: D 324 1967
 MA1420_MARK LOGO: CGS   
 MA1420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1420
 MA1420  HISTORY     - Date     Condition        Report By
 MA1420  HISTORY     - 1967     MONUMENTED       CGS
 MA1420  HISTORY     - 1982     GOOD             NGS
 MA1420
 MA1420                          STATION DESCRIPTION
 MA1420
 MA1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MA1420'0.6 MI NE FROM UTICA.
 MA1420'ABOUT 0.6 MILE NORTHEAST ALONG A MACADAM ROAD FROM THE BRIDGE
 MA1420'OVER FRENCH CREEK IN UTICA, SET IN THE TOP OF THE LOWER LEVEL
 MA1420'OF A L SHAPED HEADWALL OF A CONCRETE CULVERT, 80 FEET NORTHEAST
 MA1420'OF A SIGN BOROUGH OF UTICA, 39 FEET NORTH OF POLE NO. 370, 15
 MA1420'FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE ROAD, 2.5 FEET
 MA1420'SOUTHEAST OF THE NORTHWEST END OF HEADWALL, AND IS ABOUT 1 FOOT
 MA1420'BELOW THE LEVEL OF THE ROAD.
 MA1420
 MA1420                          STATION RECOVERY (1982)
 MA1420
 MA1420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MA1420'RECOVERED IN GOOD CONDITION.
 MA1420'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1830 ***********************************************************************
 KV1830  DESIGNATION -  D 325
 KV1830  PID         -  KV1830
 KV1830  STATE/COUNTY-  PA/PHILADELPHIA
 KV1830  USGS QUAD   -  GERMANTOWN (1997)
 KV1830
 KV1830                         *CURRENT SURVEY CONTROL
 KV1830  ___________________________________________________________________
 KV1830* NAD 83(1986)-  40 01 49.     (N)    075 13 56.     (W)     SCALED    
 KV1830* NAVD 88     -        20.576  (meters)      67.51   (feet)  ADJUSTED  
 KV1830  ___________________________________________________________________
 KV1830  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KV1830  DYNAMIC HT  -          20.566 (meters)      67.47  (feet)  COMP
 KV1830  MODELED GRAV-     980,160.8   (mgal)                       NAVD 88
 KV1830
 KV1830  VERT ORDER  -  FIRST     CLASS I
 KV1830
 KV1830.The horizontal coordinates were scaled from a topographic map and have
 KV1830.an estimated accuracy of +/- 6 seconds.
 KV1830
 KV1830.The orthometric height was determined by differential leveling
 KV1830.and adjusted by the National Geodetic Survey in June 1991..
 KV1830
 KV1830.The geoid height was determined by GEOID03.
 KV1830
 KV1830.The dynamic height is computed by dividing the NAVD 88
 KV1830.geopotential number by the normal gravity value computed on the
 KV1830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1830.degrees latitude (g = 980.6199 gals.).
 KV1830
 KV1830.The modeled gravity was interpolated from observed gravity values.
 KV1830
 KV1830;                    North         East    Units  Estimated Accuracy
 KV1830;SPC PA S     -    80,450.      814,880.      MT  (+/- 180 meters Scaled)
 KV1830
 KV1830                          SUPERSEDED SURVEY CONTROL
 KV1830
 KV1830  NGVD 29 (??/??/??)   20.901  (m)           68.57   (f) ADJUSTED    1 1
 KV1830
 KV1830.Superseded values are not recommended for survey control.
 KV1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1830.See file dsdata.txt to determine how the superseded data were derived.
 KV1830
 KV1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK801311(NAD 83)
 KV1830_MARKER: DB = BENCH MARK DISK
 KV1830_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV1830_SP_SET: CONCRETE RETAINING WALL
 KV1830_STAMPING: D 325 1966
 KV1830_MARK LOGO: CGS   
 KV1830_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1830
 KV1830  HISTORY     - Date     Condition        Report By
 KV1830  HISTORY     - 1966     MONUMENTED       CGS
 KV1830  HISTORY     - 19981031 GOOD             USPSQD
 KV1830  HISTORY     - 20000406 GOOD             STEWRT
 KV1830
 KV1830                          STATION DESCRIPTION
 KV1830
 KV1830'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV1830'0.4 MI NW FROM MANAYUNK.
 KV1830'0.45 MILE NORTHWEST ALONG THE READING COMPANY RAILROAD FROM
 KV1830'THE STATION AT MANAYUNK, OR ABOUT 1.3 MILES SOUTHEAST ALONG THE
 KV1830'READING COMPANY RAILROAD FROM THE STATION AT SHAWMONT, 7 FEET
 KV1830'SOUTHEAST OF THE MORE SOUTHWESTERLY OF TWO METAL LEGS OF
 KV1830'PYLON NUMBER 8/2, 25 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 KV1830'SOUTHWEST SET OF TRACKS, SET IN THE TOP OF A CONCRETE
 KV1830'RETAINING WALL BETWEEN THE TWO SOUTHWEST LEGS OF THE PYLON,
 KV1830'ABOUT LEVEL WITH THE TRACK.
 KV1830
 KV1830                          STATION RECOVERY (1998)
 KV1830
 KV1830'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV1830'RECOVERED IN GOOD CONDITION.
 KV1830
 KV1830                          STATION RECOVERY (2000)
 KV1830
 KV1830'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2000 (JMS)
 KV1830'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2216 ***********************************************************************
 KV2216  DESIGNATION -  D 326
 KV2216  PID         -  KV2216
 KV2216  STATE/COUNTY-  PA/MONTGOMERY
 KV2216  USGS QUAD   -  PHOENIXVILLE (1983)
 KV2216
 KV2216                         *CURRENT SURVEY CONTROL
 KV2216  ___________________________________________________________________
 KV2216* NAD 83(1986)-  40 13 15.     (N)    075 35 16.     (W)     SCALED    
 KV2216* NAVD 88     -        41.812  (meters)     137.18   (feet)  ADJUSTED  
 KV2216  ___________________________________________________________________
 KV2216  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 KV2216  DYNAMIC HT  -          41.791 (meters)     137.11  (feet)  COMP
 KV2216  MODELED GRAV-     980,122.0   (mgal)                       NAVD 88
 KV2216
 KV2216  VERT ORDER  -  FIRST     CLASS I
 KV2216
 KV2216.The horizontal coordinates were scaled from a topographic map and have
 KV2216.an estimated accuracy of +/- 6 seconds.
 KV2216
 KV2216.The orthometric height was determined by differential leveling
 KV2216.and adjusted by the National Geodetic Survey in June 1991..
 KV2216
 KV2216.The geoid height was determined by GEOID03.
 KV2216
 KV2216.The dynamic height is computed by dividing the NAVD 88
 KV2216.geopotential number by the normal gravity value computed on the
 KV2216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2216.degrees latitude (g = 980.6199 gals.).
 KV2216
 KV2216.The modeled gravity was interpolated from observed gravity values.
 KV2216
 KV2216;                    North         East    Units  Estimated Accuracy
 KV2216;SPC PA S     -   100,800.      784,020.      MT  (+/- 180 meters Scaled)
 KV2216
 KV2216                          SUPERSEDED SURVEY CONTROL
 KV2216
 KV2216  NGVD 29 (??/??/??)   42.092  (m)          138.10   (f) ADJUSTED    1 1
 KV2216
 KV2216.Superseded values are not recommended for survey control.
 KV2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2216.See file dsdata.txt to determine how the superseded data were derived.
 KV2216
 KV2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK499524(NAD 83)
 KV2216_MARKER: DB = BENCH MARK DISK
 KV2216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2216_SP_SET: CULVERT
 KV2216_STAMPING: D 326 1966
 KV2216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2216
 KV2216  HISTORY     - Date     Condition        Report By
 KV2216  HISTORY     - 1966     MONUMENTED       CGS
 KV2216  HISTORY     - 1990     GOOD             USPSQD
 KV2216
 KV2216                          STATION DESCRIPTION
 KV2216
 KV2216'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2216'4.3 MI SE FROM POTTSTOWN.
 KV2216'ABOUT 4.3 MILES SOUTHEAST ALONG THE READING COMPANY RAILROAD FROM
 KV2216'THE STATION AT POTTSTOWN, OR ABOUT 4.3 MILES NORTHWEST ALONG THE
 KV2216'READING COMPANY RAILROAD FROM THE STATION AT ROYERSFORD, 29 FEET
 KV2216'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST SET OF MAIN LINE
 KV2216'TRACKS, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 KV2216'CONCRETE HEAD WALL OF A LARGE ARCHED CULVERT OVER A CREEK, ABOUT
 KV2216'3 FEET BELOW THE LEVEL OF THE TRACK.
 KV2216
 KV2216                          STATION RECOVERY (1990)
 KV2216
 KV2216'RECOVERY NOTE BY US POWER SQUADRON 1990 (JDC)
 KV2216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2265 ***********************************************************************
 KV2265  DESIGNATION -  D 327
 KV2265  PID         -  KV2265
 KV2265  STATE/COUNTY-  PA/BERKS
 KV2265  USGS QUAD   -  READING (1983)
 KV2265
 KV2265                         *CURRENT SURVEY CONTROL
 KV2265  ___________________________________________________________________
 KV2265* NAD 83(1986)-  40 20 38.     (N)    075 55 40.     (W)     SCALED    
 KV2265* NAVD 88     -        79.653  (meters)     261.33   (feet)  ADJUSTED  
 KV2265  ___________________________________________________________________
 KV2265  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 KV2265  DYNAMIC HT  -          79.612 (meters)     261.19  (feet)  COMP
 KV2265  MODELED GRAV-     980,113.8   (mgal)                       NAVD 88
 KV2265
 KV2265  VERT ORDER  -  FIRST     CLASS I
 KV2265
 KV2265.The horizontal coordinates were scaled from a topographic map and have
 KV2265.an estimated accuracy of +/- 6 seconds.
 KV2265
 KV2265.The orthometric height was determined by differential leveling
 KV2265.and adjusted by the National Geodetic Survey in June 1991..
 KV2265
 KV2265.The geoid height was determined by GEOID03.
 KV2265
 KV2265.The dynamic height is computed by dividing the NAVD 88
 KV2265.geopotential number by the normal gravity value computed on the
 KV2265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2265.degrees latitude (g = 980.6199 gals.).
 KV2265
 KV2265.The modeled gravity was interpolated from observed gravity values.
 KV2265
 KV2265;                    North         East    Units  Estimated Accuracy
 KV2265;SPC PA S     -   113,800.      754,810.      MT  (+/- 180 meters Scaled)
 KV2265
 KV2265                          SUPERSEDED SURVEY CONTROL
 KV2265
 KV2265  NGVD 29 (??/??/??)   79.892  (m)          262.11   (f) ADJUSTED    1 1
 KV2265
 KV2265.Superseded values are not recommended for survey control.
 KV2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2265.See file dsdata.txt to determine how the superseded data were derived.
 KV2265
 KV2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK212663(NAD 83)
 KV2265_MARKER: DB = BENCH MARK DISK
 KV2265_SETTING: 66 = SET IN ROCK OUTCROP
 KV2265_SP_SET: ROCK LEDGE
 KV2265_STAMPING: D 327 1966
 KV2265_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV2265+STABILITY: POSITION/ELEVATION WELL
 KV2265
 KV2265  HISTORY     - Date     Condition        Report By
 KV2265  HISTORY     - 1966     MONUMENTED       CGS
 KV2265  HISTORY     - 1979     POOR             NGS
 KV2265  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV2265  HISTORY     - 19910713 GOOD             USPSQD
 KV2265  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KV2265  HISTORY     - 20011220 MARK NOT FOUND   USPSQD
 KV2265  HISTORY     - 20041217 MARK NOT FOUND   USPSQD
 KV2265
 KV2265                          STATION DESCRIPTION
 KV2265
 KV2265'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2265'0.2 MI W FROM READING.
 KV2265'ABOUT 0.2 MILE WEST ALONG THE READING COMPANY RAILROAD FROM THE
 KV2265'NORTH STATION AT READING, 10 FEET SOUTHWEST OF THE WEST END OF
 KV2265'THE NORTH STONE ABUTMENT OF THE 5TH STREET OVERPASS, 136 FEET
 KV2265'EAST OF THE EAST END OF THE NORTH ABUTMENT OF THE CENTRE AVENUE
 KV2265'OVERPASS, SET IN THE TOP OF A ROCK LEDGE AT THE BASE OF A SMALL
 KV2265'ROCK CUT WHICH IS BETWEEN THE TWO OVERPASSES, 12 FEET NORTH
 KV2265'OF THE NORTH RAIL OF THE NORTH SET OF MAIN LINE TRACKS, 26 FEET
 KV2265'EAST OF A METAL POLE SUPPORTING ONE END OF A LOW OVERHEAD
 KV2265'CLEARANCE WARNING DEVICE, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 KV2265'TRACK.
 KV2265
 KV2265                          STATION RECOVERY (1979)
 KV2265
 KV2265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV2265'NOTE THIS MARK HAS BEEN MUTILATED, WAS SUBSEQUENTLY REINFORCED.
 KV2265
 KV2265                          STATION RECOVERY (1989)
 KV2265
 KV2265'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KV2265'MARK NOT FOUND.
 KV2265
 KV2265                          STATION RECOVERY (1991)
 KV2265
 KV2265'RECOVERY NOTE BY US POWER SQUADRON 1991 (MWD)
 KV2265'RECOVERED IN GOOD CONDITION.
 KV2265
 KV2265                          STATION RECOVERY (2001)
 KV2265
 KV2265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV2265'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV2265
 KV2265                          STATION RECOVERY (2001)
 KV2265
 KV2265'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV2265'TWO LARGE SECTIONS OF THE STONE WALL HAVE BROKEN LOOSE AND TURNED OVER
 KV2265'PREVENTING OBSERVATION FOA POSSIBLE MARK.
 KV2265
 KV2265                          STATION RECOVERY (2004)
 KV2265
 KV2265'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEQ)
 KV2265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0466 ***********************************************************************
 KW0466  DESIGNATION -  D 328
 KW0466  PID         -  KW0466
 KW0466  STATE/COUNTY-  PA/LEBANON
 KW0466  USGS QUAD   -  RICHLAND (1984)
 KW0466
 KW0466                         *CURRENT SURVEY CONTROL
 KW0466  ___________________________________________________________________
 KW0466* NAD 83(1986)-  40 20 58.     (N)    076 22 16.     (W)     SCALED    
 KW0466* NAVD 88     -       154.550  (meters)     507.05   (feet)  ADJUSTED  
 KW0466  ___________________________________________________________________
 KW0466  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 KW0466  DYNAMIC HT  -         154.469 (meters)     506.79  (feet)  COMP
 KW0466  MODELED GRAV-     980,098.6   (mgal)                       NAVD 88
 KW0466
 KW0466  VERT ORDER  -  FIRST     CLASS I
 KW0466
 KW0466.The horizontal coordinates were scaled from a topographic map and have
 KW0466.an estimated accuracy of +/- 6 seconds.
 KW0466
 KW0466.The orthometric height was determined by differential leveling
 KW0466.and adjusted by the National Geodetic Survey in June 1991..
 KW0466
 KW0466.The geoid height was determined by GEOID03.
 KW0466
 KW0466.The dynamic height is computed by dividing the NAVD 88
 KW0466.geopotential number by the normal gravity value computed on the
 KW0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0466.degrees latitude (g = 980.6199 gals.).
 KW0466
 KW0466.The modeled gravity was interpolated from observed gravity values.
 KW0466
 KW0466;                    North         East    Units  Estimated Accuracy
 KW0466;SPC PA S     -   113,740.      717,140.      MT  (+/- 180 meters Scaled)
 KW0466
 KW0466                          SUPERSEDED SURVEY CONTROL
 KW0466
 KW0466  NGVD 29 (??/??/??)  154.757  (m)          507.73   (f) ADJUSTED    1 1
 KW0466
 KW0466.Superseded values are not recommended for survey control.
 KW0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0466.See file dsdata.txt to determine how the superseded data were derived.
 KW0466
 KW0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK835674(NAD 83)
 KW0466_MARKER: DB = BENCH MARK DISK
 KW0466_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0466_SP_SET: BASE
 KW0466_STAMPING: D 328 1966
 KW0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0466
 KW0466  HISTORY     - Date     Condition        Report By
 KW0466  HISTORY     - 1966     MONUMENTED       CGS
 KW0466  HISTORY     - 19920406 MARK NOT FOUND   USPSQD
 KW0466
 KW0466                          STATION DESCRIPTION
 KW0466
 KW0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0466'2.9 MI E FROM LEBANON.
 KW0466'ABOUT 2.9 MILES EAST ALONG THE READING COMPANY RAILROAD FROM
 KW0466'THE STATION AT LEBANON, OR ABOUT 3.75 MILES WEST ALONG THE
 KW0466'READING COMPANY RAILROAD FROM THE FREIGHT STATION AT MYERSTOWN,
 KW0466'4 POLES EAST OF FRACTIONAL MILEPOST 25/10, 131 FEET EAST OF THE
 KW0466'CENTER LINE OF A NORTH-SOUTH ROAD WHICH CROSSES THE TRACK, 22
 KW0466'FEET NORTH OF THE NORTH RAIL OF THE NORTH SET OF MAIN LINE TRACKS,
 KW0466'SET IN THE TOP OF AN ABANDONED 3- BY 3-FOOT CONCRETE SEMAPHORE
 KW0466'BASE, 44 FEET SOUTHWEST OF A POWER POLE WHICH IS THE SECOND
 KW0466'POLE EAST OF THE ROAD, 1.3 FEET SOUTH OF A METAL WITNESS POST,
 KW0466'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND ABOUT LEVEL
 KW0466'WITH THE GROUND.
 KW0466
 KW0466                          STATION RECOVERY (1992)
 KW0466
 KW0466'RECOVERY NOTE BY US POWER SQUADRON 1992
 KW0466'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0809 ***********************************************************************
 KW0809  DESIGNATION -  D 329
 KW0809  PID         -  KW0809
 KW0809  STATE/COUNTY-  PA/LEBANON
 KW0809  USGS QUAD   -  PALMYRA (1990)
 KW0809
 KW0809                         *CURRENT SURVEY CONTROL
 KW0809  ___________________________________________________________________
 KW0809* NAD 83(1986)-  40 19 44.     (N)    076 32 31.     (W)     SCALED    
 KW0809* NAVD 88     -       126.547  (meters)     415.18   (feet)  ADJUSTED  
 KW0809  ___________________________________________________________________
 KW0809  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 KW0809  DYNAMIC HT  -         126.481 (meters)     414.96  (feet)  COMP
 KW0809  MODELED GRAV-     980,104.8   (mgal)                       NAVD 88
 KW0809
 KW0809  VERT ORDER  -  FIRST     CLASS I
 KW0809
 KW0809.The horizontal coordinates were scaled from a topographic map and have
 KW0809.an estimated accuracy of +/- 6 seconds.
 KW0809
 KW0809.The orthometric height was determined by differential leveling
 KW0809.and adjusted by the National Geodetic Survey in June 1991..
 KW0809
 KW0809.The geoid height was determined by GEOID03.
 KW0809
 KW0809.The dynamic height is computed by dividing the NAVD 88
 KW0809.geopotential number by the normal gravity value computed on the
 KW0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0809.degrees latitude (g = 980.6199 gals.).
 KW0809
 KW0809.The modeled gravity was interpolated from observed gravity values.
 KW0809
 KW0809;                    North         East    Units  Estimated Accuracy
 KW0809;SPC PA S     -   111,240.      702,660.      MT  (+/- 180 meters Scaled)
 KW0809
 KW0809                          SUPERSEDED SURVEY CONTROL
 KW0809
 KW0809  NGVD 29 (??/??/??)  126.754  (m)          415.86   (f) ADJUSTED    1 1
 KW0809
 KW0809.Superseded values are not recommended for survey control.
 KW0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0809.See file dsdata.txt to determine how the superseded data were derived.
 KW0809
 KW0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK690654(NAD 83)
 KW0809_MARKER: DB = BENCH MARK DISK
 KW0809_SETTING: 66 = SET IN ROCK OUTCROP
 KW0809_SP_SET: ROCK LEDGE
 KW0809_STAMPING: D 329 1966
 KW0809_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW0809+STABILITY: POSITION/ELEVATION WELL
 KW0809
 KW0809  HISTORY     - Date     Condition        Report By
 KW0809  HISTORY     - 1966     MONUMENTED       CGS
 KW0809  HISTORY     - 20060305 MARK NOT FOUND   GEOCAC
 KW0809
 KW0809                          STATION DESCRIPTION
 KW0809
 KW0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0809'1.6 MI W FROM ANNVILLE.
 KW0809'ABOUT 1.6 MILES WEST ALONG THE READING COMPANY RAILROAD FROM THE
 KW0809'STATION AT ANNVILLE, 6 RAILS WEST OF OVERPASS NUMBER 34-24, 2
 KW0809'POLES EAST OF A TELEPHONE POLE WITH A LINE CROSSING OVER THE
 KW0809'TRACKS, 24 FEET NORTH OF A TELEPHONE POLE, 18 FEET SOUTH OF THE
 KW0809'SOUTH RAIL OF THE SOUTH TRACK, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 KW0809'GROUND, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS, AND SET IN
 KW0809'THE TOP OF A LEDGE OF A LIMESTONE OUTCROP.
 KW0809
 KW0809                          STATION RECOVERY (2006)
 KW0809
 KW0809'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0809'BALLAST HAS BEEN PILED ALONG THE SOUTH FACE OF THE CUT AND THE MARK
 KW0809'MAY BE BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0074 ***********************************************************************
 MA0074  DESIGNATION -  D 33
 MA0074  PID         -  MA0074
 MA0074  STATE/COUNTY-  PA/POTTER
 MA0074  USGS QUAD   -  ROULETTE (1983)
 MA0074
 MA0074                         *CURRENT SURVEY CONTROL
 MA0074  ___________________________________________________________________
 MA0074* NAD 83(1986)-  41 46 41.     (N)    078 09 40.     (W)     SCALED    
 MA0074* NAVD 88     -       464.726  (meters)    1524.69   (feet)  ADJUSTED  
 MA0074  ___________________________________________________________________
 MA0074  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 MA0074  DYNAMIC HT  -         464.537 (meters)    1524.07  (feet)  COMP
 MA0074  MODELED GRAV-     980,201.3   (mgal)                       NAVD 88
 MA0074
 MA0074  VERT ORDER  -  SECOND    CLASS 0
 MA0074
 MA0074.The horizontal coordinates were scaled from a topographic map and have
 MA0074.an estimated accuracy of +/- 6 seconds.
 MA0074
 MA0074.The orthometric height was determined by differential leveling
 MA0074.and adjusted by the National Geodetic Survey in June 1991..
 MA0074
 MA0074.The geoid height was determined by GEOID03.
 MA0074
 MA0074.The dynamic height is computed by dividing the NAVD 88
 MA0074.geopotential number by the normal gravity value computed on the
 MA0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0074.degrees latitude (g = 980.6199 gals.).
 MA0074
 MA0074.The modeled gravity was interpolated from observed gravity values.
 MA0074
 MA0074;                    North         East    Units  Estimated Accuracy
 MA0074;SPC PA N     -   179,040.      565,820.      MT  (+/- 180 meters Scaled)
 MA0074
 MA0074                          SUPERSEDED SURVEY CONTROL
 MA0074
 MA0074  NGVD 29 (??/??/92)  464.868  (m)         1525.15   (f) ADJ UNCH    2 0
 MA0074
 MA0074.Superseded values are not recommended for survey control.
 MA0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0074.See file dsdata.txt to determine how the superseded data were derived.
 MA0074
 MA0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG359290(NAD 83)
 MA0074_MARKER: DB = BENCH MARK DISK
 MA0074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0074_SP_SET: FOUNDATION
 MA0074_STAMPING: D 33 1934
 MA0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0074
 MA0074  HISTORY     - Date     Condition        Report By
 MA0074  HISTORY     - 1934     MONUMENTED       CGS
 MA0074  HISTORY     - 1968     MARK NOT FOUND   NGS
 MA0074
 MA0074                          STATION DESCRIPTION
 MA0074
 MA0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MA0074'AT ROULETTE.
 MA0074'AT ROULETTE, POTTER COUNTY, ON THE COUDERSPORT AND ALLEGANY
 MA0074'RAILROAD, AT A 60-FOOT GAS TANK, IN THE TOP OF THE SOUTH
 MA0074'FOUNDATION OF THE SOUTH TANK, 50 FEET NORTH OF THE NORTH RAIL,
 MA0074'AND 5 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 MA0074'STAMPED D 33 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0848 ***********************************************************************
 KW0848  DESIGNATION -  D 330
 KW0848  PID         -  KW0848
 KW0848  STATE/COUNTY-  PA/DAUPHIN
 KW0848  USGS QUAD   -  HARRISBURG EAST (1987)
 KW0848
 KW0848                         *CURRENT SURVEY CONTROL
 KW0848  ___________________________________________________________________
 KW0848* NAD 83(1986)-  40 15 28.     (N)    076 51 16.     (W)     SCALED    
 KW0848* NAVD 88     -       111.200  (meters)     364.83   (feet)  ADJUSTED  
 KW0848  ___________________________________________________________________
 KW0848  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 KW0848  DYNAMIC HT  -         111.144 (meters)     364.64  (feet)  COMP
 KW0848  MODELED GRAV-     980,121.7   (mgal)                       NAVD 88
 KW0848
 KW0848  VERT ORDER  -  FIRST     CLASS I
 KW0848
 KW0848.The horizontal coordinates were scaled from a topographic map and have
 KW0848.an estimated accuracy of +/- 6 seconds.
 KW0848
 KW0848.The orthometric height was determined by differential leveling
 KW0848.and adjusted by the National Geodetic Survey in June 1991..
 KW0848
 KW0848.The geoid height was determined by GEOID03.
 KW0848
 KW0848.The dynamic height is computed by dividing the NAVD 88
 KW0848.geopotential number by the normal gravity value computed on the
 KW0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0848.degrees latitude (g = 980.6199 gals.).
 KW0848
 KW0848.The modeled gravity was interpolated from observed gravity values.
 KW0848
 KW0848;                    North         East    Units  Estimated Accuracy
 KW0848;SPC PA S     -   103,030.      676,180.      MT  (+/- 180 meters Scaled)
 KW0848
 KW0848                          SUPERSEDED SURVEY CONTROL
 KW0848
 KW0848  NGVD 29 (??/??/??)  111.407  (m)          365.51   (f) ADJUSTED    1 1
 KW0848
 KW0848.Superseded values are not recommended for survey control.
 KW0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0848.See file dsdata.txt to determine how the superseded data were derived.
 KW0848
 KW0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK422580(NAD 83)
 KW0848_MARKER: DB = BENCH MARK DISK
 KW0848_SETTING: 66 = SET IN ROCK OUTCROP
 KW0848_SP_SET: ROCK LEDGE
 KW0848_STAMPING: D 330 1966
 KW0848_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW0848+STABILITY: POSITION/ELEVATION WELL
 KW0848_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0848+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 KW0848
 KW0848  HISTORY     - Date     Condition        Report By
 KW0848  HISTORY     - 1966     MONUMENTED       CGS
 KW0848  HISTORY     - 20060429 GOOD             GEOCAC
 KW0848
 KW0848                          STATION DESCRIPTION
 KW0848
 KW0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0848'1.4 MI E FROM HARRISBURG.
 KW0848'ABOUT 1.45 MILES EAST ALONG THE READING COMPANY RAILROAD FROM
 KW0848'THE STATION AT HARRISBURG, SET IN THE TOP OF AN 18-INCH LEDGE
 KW0848'ON A SHEER LIMESTONE WALL, ABOUT 0.1 MILE EAST OF THE 19TH
 KW0848'STREET OVERPASS,, 121 FEET EAST OF A TELEPHONE POLE BEARING
 KW0848'A LINE WHICH CROSSES THE TRACK, 80 FEET NORTH OF AND ACROSS
 KW0848'THE TRACK FROM FRACTIONAL MILEPOST 52/10, 9 FEET NORTH OF THE
 KW0848'NORTH RAIL OF THE NORTH TRACK, 33 FEET NORTH OF THE NORTH
 KW0848'RAIL OF THE MAIN TRACK LEADING WEST, AND ABOUT 4 1/2 FEET
 KW0848'ABOVE THE LEVEL OF THE TRACK.
 KW0848
 KW0848                          STATION RECOVERY (2006)
 KW0848
 KW0848'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0848'REMOVE REFERENCES TO FRACTIONAL MILEPOST AND TELEPHONE POLE. STATION
 KW0848'IS WEST OF MILEPOST AND LARGE SIGNAL BOX ON THE NORTH SIDE OF THE
 KW0848'TRACKS. LEDGE IS APPROXIMATLY 10 FEET LONG AND IS 4.5 FEET ABOVE THE
 KW0848'NORTH SET OF TRACKS, WHICH IS A SIDING TO THE NORTH OF THE MAIN TRACKS
 KW0848'AND ABOUT 3 FEET HIGHER THAN THE MAIN TRACKS.
 KW0848' 
 KW0848'HH2 N 40 15 27.3 W 76 51 15.5
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1700 ***********************************************************************
 KW1700  DESIGNATION -  D 331
 KW1700  PID         -  KW1700
 KW1700  STATE/COUNTY-  PA/JUNIATA
 KW1700  USGS QUAD   -  MEXICO (1979)
 KW1700
 KW1700                         *CURRENT SURVEY CONTROL
 KW1700  ___________________________________________________________________
 KW1700* NAD 83(1986)-  40 32 30.     (N)    077 15 59.     (W)     SCALED    
 KW1700* NAVD 88     -       129.791  (meters)     425.82   (feet)  ADJUSTED  
 KW1700  ___________________________________________________________________
 KW1700  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KW1700  DYNAMIC HT  -         129.730 (meters)     425.62  (feet)  COMP
 KW1700  MODELED GRAV-     980,152.7   (mgal)                       NAVD 88
 KW1700
 KW1700  VERT ORDER  -  FIRST     CLASS I
 KW1700
 KW1700.The horizontal coordinates were scaled from a topographic map and have
 KW1700.an estimated accuracy of +/- 6 seconds.
 KW1700
 KW1700.The orthometric height was determined by differential leveling
 KW1700.and adjusted by the National Geodetic Survey in June 1991..
 KW1700
 KW1700.The geoid height was determined by GEOID03.
 KW1700
 KW1700.The dynamic height is computed by dividing the NAVD 88
 KW1700.geopotential number by the normal gravity value computed on the
 KW1700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1700.degrees latitude (g = 980.6199 gals.).
 KW1700
 KW1700.The modeled gravity was interpolated from observed gravity values.
 KW1700
 KW1700;                    North         East    Units  Estimated Accuracy
 KW1700;SPC PA S     -   134,280.      640,970.      MT  (+/- 180 meters Scaled)
 KW1700
 KW1700                          SUPERSEDED SURVEY CONTROL
 KW1700
 KW1700  NGVD 29 (??/??/??)  130.006  (m)          426.53   (f) ADJUSTED    1 1
 KW1700
 KW1700.Superseded values are not recommended for survey control.
 KW1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1700.See file dsdata.txt to determine how the superseded data were derived.
 KW1700
 KW1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK080903(NAD 83)
 KW1700_MARKER: DB = BENCH MARK DISK
 KW1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1700_STAMPING: D 331 1966
 KW1700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1700+STABILITY: SURFACE MOTION
 KW1700
 KW1700  HISTORY     - Date     Condition        Report By
 KW1700  HISTORY     - 1966     MONUMENTED       CGS
 KW1700
 KW1700                          STATION DESCRIPTION
 KW1700
 KW1700'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1700'1.6 MI SW FROM THOMPSONTOWN.
 KW1700'1.55 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1700'ABANDONED STATION AT THOMPSONTOWN, 2 1/2 TELEPHONE POLES WEST
 KW1700'OF MILEPOST 144, 53 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 KW1700'TRACK, IN THE NORTH EDGE OF A TIMBERED AREA, 88 FEET SOUTHWEST
 KW1700'OF A TELEPHONE POLE, 1.7 FEET SOUTH OF A METAL WITNESS POST,
 KW1700'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN THE TOP
 KW1700'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0184 ***********************************************************************
 KX0184  DESIGNATION -  D 332
 KX0184  PID         -  KX0184
 KX0184  STATE/COUNTY-  PA/CLEARFIELD
 KX0184  USGS QUAD   -  GLEN RICHEY (1993)
 KX0184
 KX0184                         *CURRENT SURVEY CONTROL
 KX0184  ___________________________________________________________________
 KX0184* NAD 83(1986)-  40 58 40.     (N)    078 29 56.     (W)     SCALED    
 KX0184* NAVD 88     -       353.935  (meters)    1161.20   (feet)  ADJUSTED  
 KX0184  ___________________________________________________________________
 KX0184  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KX0184  DYNAMIC HT  -         353.765 (meters)    1160.64  (feet)  COMP
 KX0184  MODELED GRAV-     980,132.3   (mgal)                       NAVD 88
 KX0184
 KX0184  VERT ORDER  -  FIRST     CLASS I
 KX0184
 KX0184.The horizontal coordinates were scaled from a topographic map and have
 KX0184.an estimated accuracy of +/- 6 seconds.
 KX0184
 KX0184.The orthometric height was determined by differential leveling
 KX0184.and adjusted by the National Geodetic Survey in June 1991..
 KX0184
 KX0184.The geoid height was determined by GEOID03.
 KX0184
 KX0184.The dynamic height is computed by dividing the NAVD 88
 KX0184.geopotential number by the normal gravity value computed on the
 KX0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0184.degrees latitude (g = 980.6199 gals.).
 KX0184
 KX0184.The modeled gravity was interpolated from observed gravity values.
 KX0184
 KX0184;                    North         East    Units  Estimated Accuracy
 KX0184;SPC PA N     -    90,350.      536,970.      MT  (+/- 180 meters Scaled)
 KX0184
 KX0184                          SUPERSEDED SURVEY CONTROL
 KX0184
 KX0184  NGVD 29 (??/??/92)  354.100  (m)         1161.74   (f) ADJ UNCH    1 1
 KX0184
 KX0184.Superseded values are not recommended for survey control.
 KX0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0184.See file dsdata.txt to determine how the superseded data were derived.
 KX0184
 KX0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF104393(NAD 83)
 KX0184_MARKER: DB = BENCH MARK DISK
 KX0184_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0184_SP_SET: OVERPASS
 KX0184_STAMPING: D 332 1966
 KX0184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX0184+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2004
 KX0184
 KX0184  HISTORY     - Date     Condition        Report By
 KX0184  HISTORY     - 1966     MONUMENTED       CGS
 KX0184  HISTORY     - 19981001 GOOD             PADT
 KX0184  HISTORY     - 20020626 GOOD             PADT
 KX0184  HISTORY     - 20040225 GOOD             T3GLOB
 KX0184
 KX0184                          STATION DESCRIPTION
 KX0184
 KX0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0184'1.4 MI E FROM CURWENSVILLE.
 KX0184'ABOUT 1.35 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KX0184'THE STATION AT CURWENSVILLE, SET IN THE TOP OF THE NORTHWEST END
 KX0184'OF THE NORTHEAST CONCRETE BANNISTER OF THE COUNTY ROAD 869 OVERPASS
 KX0184'FOR THE NEW YORK CENTRAL RAILROAD, 3 POLES SOUTHWEST OF MILEPOST
 KX0184'20, 185 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE BALTIMORE AND
 KX0184'OHIO RAILROAD, 15 FEET NORTHEAST OF THE CENTER LINE OF COUNTY
 KX0184'ROAD 869, 104 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY
 KX0184'322, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE COUNTY ROAD.
 KX0184
 KX0184                          STATION RECOVERY (1998)
 KX0184
 KX0184'RECOVERY NOTE BY PA DEPT OF TRANSP 1998 (SMM)
 KX0184'RECOVERED IN GOOD CONDITION.
 KX0184
 KX0184                          STATION RECOVERY (2002)
 KX0184
 KX0184'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (JP)
 KX0184'RECOVERED IN GOOD CONDITION.
 KX0184
 KX0184                          STATION RECOVERY (2004)
 KX0184
 KX0184'RECOVERY NOTE BY T3 GLOBAL STRATEGIES 2004 (BAW)
 KX0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2187 ***********************************************************************
 KW2187  CBN         -  This is a Cooperative Base Network Control Station.
 KW2187  DESIGNATION -  D 333 PADH
 KW2187  PID         -  KW2187
 KW2187  STATE/COUNTY-  PA/HUNTINGDON
 KW2187  USGS QUAD   -  MOUNT UNION (1971)
 KW2187
 KW2187                         *CURRENT SURVEY CONTROL
 KW2187  ___________________________________________________________________
 KW2187* NAD 83(1992)-  40 23 37.75733(N)    077 56 28.65877(W)     ADJUSTED  
 KW2187* NAVD 88     -       182.019  (meters)     597.17   (feet)  ADJUSTED  
 KW2187  ___________________________________________________________________
 KW2187  X           -   1,016,281.449 (meters)                     COMP
 KW2187  Y           -  -4,757,255.053 (meters)                     COMP
 KW2187  Z           -   4,111,483.395 (meters)                     COMP
 KW2187  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 KW2187  ELLIP HEIGHT-         148.28  (meters)          (03/28/01) GPS OBS
 KW2187  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KW2187  DYNAMIC HT  -         181.925 (meters)     596.87  (feet)  COMP
 KW2187  MODELED GRAV-     980,103.4   (mgal)                       NAVD 88
 KW2187
 KW2187  HORZ ORDER  -  A
 KW2187  VERT ORDER  -  FIRST     CLASS I
 KW2187  ELLP ORDER  -  THIRD     CLASS II
 KW2187
 KW2187.The horizontal coordinates were established by GPS observations
 KW2187.and adjusted by the National Geodetic Survey in March 2001..
 KW2187
 KW2187.The orthometric height was determined by differential leveling
 KW2187.and adjusted by the National Geodetic Survey in June 1991..
 KW2187
 KW2187.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KW2187
 KW2187.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2187
 KW2187.The ellipsoidal height was determined by GPS observations
 KW2187.and is referenced to NAD 83.
 KW2187
 KW2187.The geoid height was determined by GEOID03.
 KW2187
 KW2187.The dynamic height is computed by dividing the NAVD 88
 KW2187.geopotential number by the normal gravity value computed on the
 KW2187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2187.degrees latitude (g = 980.6199 gals.).
 KW2187
 KW2187.The modeled gravity was interpolated from observed gravity values.
 KW2187
 KW2187;                    North         East     Units Scale Factor Converg.
 KW2187;SPC PA S     -   117,768.759   583,759.552   MT  0.99995999   -0 07 26.8
 KW2187;SPC PA S     -   386,379.67  1,915,217.80   sFT  0.99995999   -0 07 26.8
 KW2187;UTM  18      - 4,475,623.396   250,362.540   MT  1.00036719   -1 54 25.4
 KW2187;UTM  17      - 4,475,961.887   759,604.092   MT  1.00042967   +1 58 59.7
 KW2187
 KW2187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2187!SPC PA S     -   0.99997674  x   0.99995999  =   0.99993673
 KW2187!UTM  18      -   0.99997674  x   1.00036719  =   1.00034392
 KW2187!UTM  17      -   0.99997674  x   1.00042967  =   1.00040640
 KW2187
 KW2187                          SUPERSEDED SURVEY CONTROL
 KW2187
 KW2187  NAVD 88 (03/28/01)  182.02   (m)          597.2    (f) LEVELING    3  
 KW2187  NGVD 29 (??/??/??)  182.222  (m)          597.84   (f) ADJUSTED    1 1
 KW2187
 KW2187.Superseded values are not recommended for survey control.
 KW2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2187.See file dsdata.txt to determine how the superseded data were derived.
 KW2187
 KW2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK5036375623(NAD 83)
 KW2187_MARKER: DD = SURVEY DISK
 KW2187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2187_SP_SET: ABUTMENT
 KW2187_STAMPING: D 333 1966
 KW2187_MARK LOGO: PADH  
 KW2187_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW2187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2187+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2006
 KW2187
 KW2187  HISTORY     - Date     Condition        Report By
 KW2187  HISTORY     - 1966     MONUMENTED       PADH
 KW2187  HISTORY     - 1966     GOOD             CGS
 KW2187  HISTORY     - 20000413 GOOD             PADT
 KW2187  HISTORY     - 20031103 GOOD             PADT
 KW2187  HISTORY     - 20060203 GOOD             PADT
 KW2187
 KW2187                          STATION DESCRIPTION
 KW2187
 KW2187'DESCRIBED BY PA DEPT OF HIGHWAYS 1966
 KW2187'3.4 MI W FROM MOUNT UNION.
 KW2187'3.45 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW2187'STATION AT MOUNT UNION, 0.25 MILE SOUTHEAST OF MILEPOST 194,
 KW2187'26 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST
 KW2187'SET OF MAIN LINE TRACKS, 11 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 KW2187'RAIL OF A SIDETRACK, SET IN THE TOP OF THE SOUTHWEST END OF THE
 KW2187'SOUTHEAST ABUTMENT OF RAILROAD OVERPASS NUMBER 193/80 FOR STATE
 KW2187'HIGHWAY 655, 1 FOOT SOUTHWEST OF THE SOUTHEAST END OF THE
 KW2187'SOUTHWEST CONCRETE GUARD RAIL, ABOUT LEVEL WITH THE SIDETRACK,
 KW2187'AND ABOUT 2 FEET BELOW THE LEVEL OF THE MAIN LINE TRACKS.
 KW2187
 KW2187                          STATION RECOVERY (1966)
 KW2187
 KW2187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KW2187'RECOVERED IN GOOD CONDITION.
 KW2187
 KW2187                          STATION RECOVERY (2000)
 KW2187
 KW2187'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (TRN)
 KW2187'THE STATION IS LOCATED IN MAPLETON, ON THE SOUTHEAST ABUTMENT OF
 KW2187'THE RAILROAD OVERPASS ON STATE ROUTE 655 SEGMENT 460.
 KW2187' 
 KW2187'TO REACH THE STATION FROM THE INTERSECTION OF US ROUTE 22 AND
 KW2187'STATE ROUTE 655 SOUTH, PROCEED RIGHT ON TO STATE ROUTE 655 SOUTH
 KW2187'FOR 1.6 MI (2.6 KM) TO A T-INTERSECTION.  TURN RIGHT AND CONTINUE
 KW2187'TRAVELING ON STATE ROUTE 655 SOUTH OVER AN OPEN GRATE
 KW2187'STEEL BRIDGE, OVER THE JUNIATE RIVER, INTO MAPLETON.  THE STATION IS
 KW2187'LOCATED ON TOP OF THE SOUTHEAST ABUTMENT OF A RAILROAD
 KW2187'OVERPASS 300 FT (91.4 M) FROM THE SOUTH END OF THE STEEL BRIDGE.
 KW2187' 
 KW2187'THE STATION IS 26.5 FT (8.1 M) SOUTHWEST OF THE SOUTHWEST RAIL OF
 KW2187'THE MAINLINE TRACKS, 11.5 FT (3.5 M) SOUTHWEST OF THE SOUTHWEST
 KW2187'RAIL OF A SIDE TRACK, SET IN THE TOP OF THE SOUTHWEST END OF THE
 KW2187'SOUTHEAST ABUTMENT OF THE RAILROAD OVERPASS NUMBER 193/80 FOR
 KW2187'STATE ROUTE 655, 1 FT (0.3 M) SOUTHWEST OF THE SOUTHEAST END OF THE
 KW2187'SOUTHWEST CONCRETE GUARD RAIL, ABOUT LEVEL WITH THE SIDE TRACK,
 KW2187'AND ABOUT 2 FT (0.6 M) BELOW THE MAINLINE TRACK.
 KW2187' 
 KW2187' 
 KW2187' 
 KW2187' 
 KW2187'
 KW2187
 KW2187                          STATION RECOVERY (2003)
 KW2187
 KW2187'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (TRN)
 KW2187'RECOVERED IN GOOD CONDITION.
 KW2187
 KW2187                          STATION RECOVERY (2006)
 KW2187
 KW2187'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (GL)
 KW2187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0110 ***********************************************************************
 KX0110  DESIGNATION -  D 334
 KX0110  PID         -  KX0110
 KX0110  STATE/COUNTY-  PA/CENTRE
 KX0110  USGS QUAD   -  SANDY RIDGE (1994)
 KX0110
 KX0110                         *CURRENT SURVEY CONTROL
 KX0110  ___________________________________________________________________
 KX0110* NAD 83(1986)-  40 45 54.     (N)    078 14 16.     (W)     SCALED    
 KX0110* NAVD 88     -       560.607  (meters)    1839.26   (feet)  ADJUSTED  
 KX0110  ___________________________________________________________________
 KX0110  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KX0110  DYNAMIC HT  -         560.305 (meters)    1838.27  (feet)  COMP
 KX0110  MODELED GRAV-     980,069.4   (mgal)                       NAVD 88
 KX0110
 KX0110  VERT ORDER  -  FIRST     CLASS I
 KX0110
 KX0110.The horizontal coordinates were scaled from a topographic map and have
 KX0110.an estimated accuracy of +/- 6 seconds.
 KX0110
 KX0110.The orthometric height was determined by differential leveling
 KX0110.and adjusted by the National Geodetic Survey in June 1991..
 KX0110
 KX0110.The geoid height was determined by GEOID03.
 KX0110
 KX0110.The dynamic height is computed by dividing the NAVD 88
 KX0110.geopotential number by the normal gravity value computed on the
 KX0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0110.degrees latitude (g = 980.6199 gals.).
 KX0110
 KX0110.The modeled gravity was interpolated from observed gravity values.
 KX0110
 KX0110;                    North         East    Units  Estimated Accuracy
 KX0110;SPC PA N     -    66,560.      558,820.      MT  (+/- 180 meters Scaled)
 KX0110
 KX0110                          SUPERSEDED SURVEY CONTROL
 KX0110
 KX0110  NGVD 29 (??/??/92)  560.756  (m)         1839.75   (f) ADJ UNCH    1 1
 KX0110
 KX0110.Superseded values are not recommended for survey control.
 KX0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0110.See file dsdata.txt to determine how the superseded data were derived.
 KX0110
 KX0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF331163(NAD 83)
 KX0110_MARKER: DB = BENCH MARK DISK
 KX0110_SETTING: 80 = SET IN A BOULDER
 KX0110_SP_SET: BOULDER
 KX0110_STAMPING: D 334 1966
 KX0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0110+STABILITY: SURFACE MOTION
 KX0110
 KX0110  HISTORY     - Date     Condition        Report By
 KX0110  HISTORY     - 1966     MONUMENTED       CGS
 KX0110
 KX0110                          STATION DESCRIPTION
 KX0110
 KX0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0110'7.8 MI S FROM OSCEOLA MILLS.
 KX0110'ABOUT 7.8 MILES SOUTH ALONG THE CLEARFIELD BRANCH OF THE
 KX0110'PENNSYLVANIA RAILROAD FROM THE FREIGHT STATION AT OSCEOLA MILLS,
 KX0110'OR ABOUT 11.0 MILES NORTH ALONG THE CLEARFIELD BRANCH OF THE
 KX0110'PENNSYLVANIA RAILROAD FROM THE STATION AT TYRONE, 3 1/2 RAILS
 KX0110'SOUTHWEST OF MILEPOST NUMBER 11, 32 1/2 FEET NORTHWEST OF THE
 KX0110'NORTHWEST RAIL OF THE NORTHWEST SET OF TRACKS, SET IN THE TOP OF
 KX0110'THE EAST SLOPE OF A BOULDER, 29 FEET NORTH OF THE NORTHWEST END OF
 KX0110'A STONE CULVERT, 26 1/2 FEET SOUTHEAST OF A 24-INCH PINE TREE
 KX0110'WHICH BEARS A WITNESS SHIELD, 4 1/2 FEET SOUTH OF A 10-INCH
 KX0110'PINE TREE, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0348 ***********************************************************************
 MA0348  DESIGNATION -  D 335
 MA0348  PID         -  MA0348
 MA0348  STATE/COUNTY-  PA/CLEARFIELD
 MA0348  USGS QUAD   -  LUTHERSBURG (1986)
 MA0348
 MA0348                         *CURRENT SURVEY CONTROL
 MA0348  ___________________________________________________________________
 MA0348* NAD 83(1986)-  41 04 11.     (N)    078 40 08.     (W)     SCALED    
 MA0348* NAVD 88     -       541.304  (meters)    1775.93   (feet)  ADJUSTED  
 MA0348  ___________________________________________________________________
 MA0348  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 MA0348  DYNAMIC HT  -         541.035 (meters)    1775.05  (feet)  COMP
 MA0348  MODELED GRAV-     980,109.9   (mgal)                       NAVD 88
 MA0348
 MA0348  VERT ORDER  -  FIRST     CLASS I
 MA0348
 MA0348.The horizontal coordinates were scaled from a topographic map and have
 MA0348.an estimated accuracy of +/- 6 seconds.
 MA0348
 MA0348.The orthometric height was determined by differential leveling
 MA0348.and adjusted by the National Geodetic Survey in June 1991..
 MA0348
 MA0348.The geoid height was determined by GEOID03.
 MA0348
 MA0348.The dynamic height is computed by dividing the NAVD 88
 MA0348.geopotential number by the normal gravity value computed on the
 MA0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0348.degrees latitude (g = 980.6199 gals.).
 MA0348
 MA0348.The modeled gravity was interpolated from observed gravity values.
 MA0348
 MA0348;                    North         East    Units  Estimated Accuracy
 MA0348;SPC PA N     -   100,700.      522,770.      MT  (+/- 180 meters Scaled)
 MA0348
 MA0348                          SUPERSEDED SURVEY CONTROL
 MA0348
 MA0348  NGVD 29 (??/??/92)  541.453  (m)         1776.42   (f) ADJ UNCH    1 1
 MA0348
 MA0348.Superseded values are not recommended for survey control.
 MA0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0348.See file dsdata.txt to determine how the superseded data were derived.
 MA0348
 MA0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF958491(NAD 83)
 MA0348_MARKER: DB = BENCH MARK DISK
 MA0348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0348_SP_SET: FOUNDATION
 MA0348_STAMPING: D 335 1966
 MA0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0348
 MA0348  HISTORY     - Date     Condition        Report By
 MA0348  HISTORY     - 1966     MONUMENTED       CGS
 MA0348  HISTORY     - 1967     GOOD             NGS
 MA0348
 MA0348                          STATION DESCRIPTION
 MA0348
 MA0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0348'9.2 MI SE FROM DU BOIS.
 MA0348'ABOUT 9.25 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0348'FROM THE UNION BANKING AND TRUST COMPANY BUILDING WHICH WAS
 MA0348'FORMERLY THE BALTIMORE AND OHIO RAILROAD STATION AT DU BOIS,
 MA0348'0.1 MILE NORTHWEST OF THE ABANDONED RAILROAD STATION AT ROCKTON,
 MA0348'AT THE STATE HIGHWAY 410 OVERPASS FOR THE RAILROAD, 28 FEET
 MA0348'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACKS, SET IN THE TOP
 MA0348'OF THE NORTHWEST END OF THE NORTHEAST CONCRETE FOUNDATION WHICH
 MA0348'SUPPORTS 5 PIERS OF THE OVERPASS, 10 INCHES NORTHWEST OF THE
 MA0348'MOST NORTHWESTERLY PIER, AND ABOUT 10 FEET ABOVE THE LEVEL OF THE
 MA0348'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0655 ***********************************************************************
 MA0655  DESIGNATION -  D 336
 MA0655  PID         -  MA0655
 MA0655  STATE/COUNTY-  PA/MCKEAN
 MA0655  USGS QUAD   -  DERRICK CITY (1986)
 MA0655
 MA0655                         *CURRENT SURVEY CONTROL
 MA0655  ___________________________________________________________________
 MA0655* NAD 83(1986)-  41 58 48.     (N)    078 37 15.     (W)     SCALED    
 MA0655* NAVD 88     -       433.395  (meters)    1421.90   (feet)  ADJUSTED  
 MA0655  ___________________________________________________________________
 MA0655  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 MA0655  DYNAMIC HT  -         433.222 (meters)    1421.33  (feet)  COMP
 MA0655  MODELED GRAV-     980,210.0   (mgal)                       NAVD 88
 MA0655
 MA0655  VERT ORDER  -  FIRST     CLASS I
 MA0655
 MA0655.The horizontal coordinates were scaled from a topographic map and have
 MA0655.an estimated accuracy of +/- 6 seconds.
 MA0655
 MA0655.The orthometric height was determined by differential leveling
 MA0655.and adjusted by the National Geodetic Survey in June 1991..
 MA0655
 MA0655.The geoid height was determined by GEOID03.
 MA0655
 MA0655.The dynamic height is computed by dividing the NAVD 88
 MA0655.geopotential number by the normal gravity value computed on the
 MA0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0655.degrees latitude (g = 980.6199 gals.).
 MA0655
 MA0655.The modeled gravity was interpolated from observed gravity values.
 MA0655
 MA0655;                    North         East    Units  Estimated Accuracy
 MA0655;SPC PA N     -   201,750.      527,830.      MT  (+/- 180 meters Scaled)
 MA0655
 MA0655                          SUPERSEDED SURVEY CONTROL
 MA0655
 MA0655  NGVD 29 (??/??/92)  433.544  (m)         1422.39   (f) ADJ UNCH    1 1
 MA0655
 MA0655.Superseded values are not recommended for survey control.
 MA0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0655.See file dsdata.txt to determine how the superseded data were derived.
 MA0655
 MA0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG971502(NAD 83)
 MA0655_MARKER: DB = BENCH MARK DISK
 MA0655_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0655_SP_SET: ABUTMENT
 MA0655_STAMPING: D 336 1966
 MA0655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0655
 MA0655  HISTORY     - Date     Condition        Report By
 MA0655  HISTORY     - 1966     MONUMENTED       CGS
 MA0655  HISTORY     - 1967     GOOD             NGS
 MA0655  HISTORY     - 19981205 POOR             USPSQD
 MA0655  HISTORY     - 20041127 POOR             USPSQD
 MA0655
 MA0655                          STATION DESCRIPTION
 MA0655
 MA0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0655'2.3 MI N FROM BRADFORD.
 MA0655'ABOUT 2.3 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0655'FROM THE STATION AT BRADFORD, ABOUT 0.2 MILE NORTH OF A CROSSING
 MA0655'OF THE RAILROAD AND A ROAD, 1 POLE NORTH OF MILEPOST 120/30,
 MA0655'6 1/2 FEET EAST OF THE EAST RAIL OF THE EAST SET OF TRACKS, SET
 MA0655'IN THE TOP OF THE EAST END OF THE STONE ABUTMENT OF A BRIDGE
 MA0655'OVER A CREEK, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS.
 MA0655
 MA0655                          STATION RECOVERY (1998)
 MA0655
 MA0655'RECOVERY NOTE BY US POWER SQUADRON 1998
 MA0655'MARK RECOVERED IN POOR CONDITION.
 MA0655
 MA0655                          STATION RECOVERY (2004)
 MA0655
 MA0655'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0655'MARK IS PARTIALLY DENTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0648 ***********************************************************************
 MA0648  DESIGNATION -  D 337
 MA0648  PID         -  MA0648
 MA0648  STATE/COUNTY-  PA/MCKEAN
 MA0648  USGS QUAD   -  BRADFORD (1983)
 MA0648
 MA0648                         *CURRENT SURVEY CONTROL
 MA0648  ___________________________________________________________________
 MA0648* NAD 83(1986)-  41 57 13.     (N)    078 40 10.     (W)     SCALED    
 MA0648* NAVD 88     -       457.517  (meters)    1501.04   (feet)  ADJUSTED  
 MA0648  ___________________________________________________________________
 MA0648  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 MA0648  DYNAMIC HT  -         457.331 (meters)    1500.43  (feet)  COMP
 MA0648  MODELED GRAV-     980,203.3   (mgal)                       NAVD 88
 MA0648
 MA0648  VERT ORDER  -  FIRST     CLASS I
 MA0648
 MA0648.The horizontal coordinates were scaled from a topographic map and have
 MA0648.an estimated accuracy of +/- 6 seconds.
 MA0648
 MA0648.The orthometric height was determined by differential leveling
 MA0648.and adjusted by the National Geodetic Survey in June 1991..
 MA0648
 MA0648.The geoid height was determined by GEOID03.
 MA0648
 MA0648.The dynamic height is computed by dividing the NAVD 88
 MA0648.geopotential number by the normal gravity value computed on the
 MA0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0648.degrees latitude (g = 980.6199 gals.).
 MA0648
 MA0648.The modeled gravity was interpolated from observed gravity values.
 MA0648
 MA0648;                    North         East    Units  Estimated Accuracy
 MA0648;SPC PA N     -   198,860.      523,770.      MT  (+/- 180 meters Scaled)
 MA0648
 MA0648                          SUPERSEDED SURVEY CONTROL
 MA0648
 MA0648  NGVD 29 (??/??/92)  457.661  (m)         1501.51   (f) ADJ UNCH    1 1
 MA0648
 MA0648.Superseded values are not recommended for survey control.
 MA0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0648.See file dsdata.txt to determine how the superseded data were derived.
 MA0648
 MA0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG931472(NAD 83)
 MA0648_MARKER: DD = SURVEY DISK
 MA0648_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0648_SP_SET: ABUTMENT
 MA0648_STAMPING: D 337 1966
 MA0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MA0648+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2006
 MA0648
 MA0648  HISTORY     - Date     Condition        Report By
 MA0648  HISTORY     - 1966     MONUMENTED       PADH
 MA0648  HISTORY     - 1967     GOOD             NGS
 MA0648  HISTORY     - 19940910 GOOD             USPSQD
 MA0648  HISTORY     - 20040308 GOOD             USPSQD
 MA0648  HISTORY     - 20060711 GOOD             USPSQD
 MA0648
 MA0648                          STATION DESCRIPTION
 MA0648
 MA0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0648'1.5 MI W FROM BRADFORD.
 MA0648'ABOUT 1.5 MILES WEST ALONG STATE HIGHWAY 346 FROM THE BALTIMORE
 MA0648'AND OHIO RAILROAD STATION AT BRADFORD, ABOUT 0.3 MILE NORTHEAST
 MA0648'OF THE BRADFORD CENTRAL HIGH SCHOOL, 19 FEET NORTHWEST OF THE
 MA0648'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST
 MA0648'END OF THE NORTHEAST CONCRETE ABUTMENT OF A BRIDGE OVER GATES
 MA0648'HOLLOW CREEK, 140 FEET SOUTHWEST OF THE CENTER LINE OF GATES
 MA0648'HOLLOW ROAD, AND ABOUT LEVEL WITH THE HIGHWAY.
 MA0648
 MA0648                          STATION RECOVERY (1994)
 MA0648
 MA0648'RECOVERY NOTE BY US POWER SQUADRON 1994
 MA0648'RECOVERED IN GOOD CONDITION.
 MA0648
 MA0648                          STATION RECOVERY (2004)
 MA0648
 MA0648'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0648'RECOVERED IN GOOD CONDITION.
 MA0648
 MA0648                          STATION RECOVERY (2006)
 MA0648
 MA0648'RECOVERY NOTE BY US POWER SQUADRON 2006 (SG)
 MA0648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0385 ***********************************************************************
 MA0385  DESIGNATION -  D 338
 MA0385  PID         -  MA0385
 MA0385  STATE/COUNTY-  PA/JEFFERSON
 MA0385  USGS QUAD   -  CARMAN (1994)
 MA0385
 MA0385                         *CURRENT SURVEY CONTROL
 MA0385  ___________________________________________________________________
 MA0385* NAD 83(1986)-  41 16 07.     (N)    078 48 51.     (W)     SCALED    
 MA0385* NAVD 88     -       443.805  (meters)    1456.05   (feet)  ADJUSTED  
 MA0385  ___________________________________________________________________
 MA0385  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 MA0385  DYNAMIC HT  -         443.604 (meters)    1455.39  (feet)  COMP
 MA0385  MODELED GRAV-     980,155.9   (mgal)                       NAVD 88
 MA0385
 MA0385  VERT ORDER  -  FIRST     CLASS I
 MA0385
 MA0385.The horizontal coordinates were scaled from a topographic map and have
 MA0385.an estimated accuracy of +/- 6 seconds.
 MA0385
 MA0385.The orthometric height was determined by differential leveling
 MA0385.and adjusted by the National Geodetic Survey in June 1991..
 MA0385
 MA0385.The geoid height was determined by GEOID03.
 MA0385
 MA0385.The dynamic height is computed by dividing the NAVD 88
 MA0385.geopotential number by the normal gravity value computed on the
 MA0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0385.degrees latitude (g = 980.6199 gals.).
 MA0385
 MA0385.The modeled gravity was interpolated from observed gravity values.
 MA0385
 MA0385;                    North         East    Units  Estimated Accuracy
 MA0385;SPC PA N     -   122,920.      510,840.      MT  (+/- 180 meters Scaled)
 MA0385
 MA0385                          SUPERSEDED SURVEY CONTROL
 MA0385
 MA0385  NGVD 29 (??/??/92)  443.958  (m)         1456.55   (f) ADJ UNCH    1 1
 MA0385
 MA0385.Superseded values are not recommended for survey control.
 MA0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0385.See file dsdata.txt to determine how the superseded data were derived.
 MA0385
 MA0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF830708(NAD 83)
 MA0385_MARKER: DB = BENCH MARK DISK
 MA0385_SETTING: 66 = SET IN ROCK OUTCROP
 MA0385_SP_SET: ROCK OUTCROP
 MA0385_STAMPING: D 338 1966
 MA0385_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA0385+STABILITY: POSITION/ELEVATION WELL
 MA0385
 MA0385  HISTORY     - Date     Condition        Report By
 MA0385  HISTORY     - 1966     MONUMENTED       CGS
 MA0385  HISTORY     - 1967     GOOD             NGS
 MA0385
 MA0385                          STATION DESCRIPTION
 MA0385
 MA0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0385'1.5 MI NW FROM BROCKWAY.
 MA0385'ABOUT 1.5 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0385'FROM THE STATION AT BROCKWAY, 2 1/3 TELEPHONE POLES SOUTH OF
 MA0385'MILEPOST 192, 92 YARDS NORTH OF A SWITCH STAND AT THE NORTH
 MA0385'END OF A SIDING, 3 RAILS NORTH OF A SEMAPHORE, NEAR THE CENTER
 MA0385'OF A CUT FOR THE RAILROAD, 27 FEET WEST OF THE WEST RAIL OF THE
 MA0385'WEST SET OF TRACKS, SET IN THE TOP OF A SLOPING ROCK OUTCROP
 MA0385'WHICH PROJECTS ABOUT 3 FEET ABOVE THE LEVEL OF THE GROUND, 14
 MA0385'FEET NORTH OF A POINT DIRECTLY IN LINE WITH A POWER LINE CROSSING,
 MA0385'AND ABOUT 6 FEET BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0425 ***********************************************************************
 MA0425  DESIGNATION -  D 339
 MA0425  PID         -  MA0425
 MA0425  STATE/COUNTY-  PA/ELK
 MA0425  USGS QUAD   -  RIDGWAY (1988)
 MA0425
 MA0425                         *CURRENT SURVEY CONTROL
 MA0425  ___________________________________________________________________
 MA0425* NAD 83(1986)-  41 26 16.     (N)    078 43 46.     (W)     SCALED    
 MA0425* NAVD 88     -       429.858  (meters)    1410.29   (feet)  ADJUSTED  
 MA0425  ___________________________________________________________________
 MA0425  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 MA0425  DYNAMIC HT  -         429.670 (meters)    1409.68  (feet)  COMP
 MA0425  MODELED GRAV-     980,173.3   (mgal)                       NAVD 88
 MA0425
 MA0425  VERT ORDER  -  FIRST     CLASS I
 MA0425
 MA0425.The horizontal coordinates were scaled from a topographic map and have
 MA0425.an estimated accuracy of +/- 6 seconds.
 MA0425
 MA0425.The orthometric height was determined by differential leveling
 MA0425.and adjusted by the National Geodetic Survey in June 1991..
 MA0425
 MA0425.The geoid height was determined by GEOID03.
 MA0425
 MA0425.The dynamic height is computed by dividing the NAVD 88
 MA0425.geopotential number by the normal gravity value computed on the
 MA0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0425.degrees latitude (g = 980.6199 gals.).
 MA0425
 MA0425.The modeled gravity was interpolated from observed gravity values.
 MA0425
 MA0425;                    North         East    Units  Estimated Accuracy
 MA0425;SPC PA N     -   141,630.      518,150.      MT  (+/- 180 meters Scaled)
 MA0425
 MA0425                          SUPERSEDED SURVEY CONTROL
 MA0425
 MA0425  NGVD 29 (??/??/92)  430.016  (m)         1410.81   (f) ADJ UNCH    1 1
 MA0425
 MA0425.Superseded values are not recommended for survey control.
 MA0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0425.See file dsdata.txt to determine how the superseded data were derived.
 MA0425
 MA0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF896898(NAD 83)
 MA0425_MARKER: DB = BENCH MARK DISK
 MA0425_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0425_SP_SET: CATCH BASIN
 MA0425_STAMPING: D 339 1966
 MA0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0425
 MA0425  HISTORY     - Date     Condition        Report By
 MA0425  HISTORY     - 1966     MONUMENTED       CGS
 MA0425  HISTORY     - 1967     GOOD             NGS
 MA0425  HISTORY     - 20040427 MARK NOT FOUND   USPSQD
 MA0425  HISTORY     - 20050516 MARK NOT FOUND   PADT
 MA0425
 MA0425                          STATION DESCRIPTION
 MA0425
 MA0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0425'1.6 MI NE FROM RIDGWAY.
 MA0425'ABOUT 0.1 MILE NORTHWEST ALONG SOUTH MILL AVENUE FROM THE POST
 MA0425'OFFICE AT RIDGWAY, THENCE 0.2 MILE NORTHEAST ALONG MAIN STREET,
 MA0425'THENCE 1.35 MILES NORTH ALONG U.S. HIGHWAY 219, ABOUT 0.15 MILE
 MA0425'EAST OF A LARGE POWER SUBSTATION, 27 FEET SOUTH OF THE CENTER
 MA0425'LINE OF THE HIGHWAY, SET IN THE TOP OF THE EAST END OF THE SOUTH
 MA0425'CONCRETE WALL OF A 5- BY 6-FOOT CATCH BASIN, 68 YARDS SOUTH OF
 MA0425'THE SOUTH RAIL OF THE PENNSYLVANIA RAILROAD, 75 1/2 FEET SOUTH
 MA0425'AND ACROSS THE HIGHWAY FROM HOUSE NUMBER 1053, 52 FEET SOUTHEAST
 MA0425'AND ACROSS THE HIGHWAY FROM A FIRE HYDRANT, 27 1/2 FEET SOUTHWEST
 MA0425'OF A POWER LINE WHICH CROSSES THE HIGHWAY, AND ABOUT 1/2 FOOT
 MA0425'BELOW THE LEVEL OF THE HIGHWAY.
 MA0425
 MA0425                          STATION RECOVERY (2004)
 MA0425
 MA0425'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0425'CULVERT APPEARS TO HAVE BEEN REBUILT.
 MA0425
 MA0425                          STATION RECOVERY (2005)
 MA0425
 MA0425'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (SAC)
 MA0425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1683 ***********************************************************************
 KX1683  DESIGNATION -  D 341
 KX1683  PID         -  KX1683
 KX1683  STATE/COUNTY-  PA/WESTMORELAND
 KX1683  USGS QUAD   -  BOLIVAR (1993)
 KX1683
 KX1683                         *CURRENT SURVEY CONTROL
 KX1683  ___________________________________________________________________
 KX1683* NAD 83(1986)-  40 23 49.     (N)    079 08 55.     (W)     SCALED    
 KX1683* NAVD 88     -       319.427  (meters)    1047.99   (feet)  ADJUSTED  
 KX1683  ___________________________________________________________________
 KX1683  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KX1683  DYNAMIC HT  -         319.260 (meters)    1047.44  (feet)  COMP
 KX1683  MODELED GRAV-     980,093.0   (mgal)                       NAVD 88
 KX1683
 KX1683  VERT ORDER  -  FIRST     CLASS I
 KX1683
 KX1683.The horizontal coordinates were scaled from a topographic map and have
 KX1683.an estimated accuracy of +/- 6 seconds.
 KX1683
 KX1683.The orthometric height was determined by differential leveling
 KX1683.and adjusted by the National Geodetic Survey in June 1991..
 KX1683
 KX1683.The geoid height was determined by GEOID03.
 KX1683
 KX1683.The dynamic height is computed by dividing the NAVD 88
 KX1683.geopotential number by the normal gravity value computed on the
 KX1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1683.degrees latitude (g = 980.6199 gals.).
 KX1683
 KX1683.The modeled gravity was interpolated from observed gravity values.
 KX1683
 KX1683;                    North         East    Units  Estimated Accuracy
 KX1683;SPC PA S     -   119,040.      481,270.      MT  (+/- 180 meters Scaled)
 KX1683
 KX1683                          SUPERSEDED SURVEY CONTROL
 KX1683
 KX1683  NGVD 29 (??/??/92)  319.597  (m)         1048.54   (f) ADJ UNCH    1 1
 KX1683
 KX1683.Superseded values are not recommended for survey control.
 KX1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1683.See file dsdata.txt to determine how the superseded data were derived.
 KX1683
 KX1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE571734(NAD 83)
 KX1683_MARKER: DB = BENCH MARK DISK
 KX1683_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KX1683_SP_SET: 23.7 FEET
 KX1683_STAMPING: D 341 1966
 KX1683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1683
 KX1683  HISTORY     - Date     Condition        Report By
 KX1683  HISTORY     - 1966     MONUMENTED       CGS
 KX1683
 KX1683                          STATION DESCRIPTION
 KX1683
 KX1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX1683'AT BOLIVAR.
 KX1683'AT BOLIVAR ON THE PENNSYLVANIA RAILROAD, 124 FEET EAST OF THE
 KX1683'SOUTHEAST CORNER OF THE RAILROAD OVERPASS OVER STATE HIGHWAY 259,
 KX1683'ABOUT 0.2 MILE EAST OF MILEPOST 295, 149 FEET WEST OF THE NORTHWEST
 KX1683'CORNER OF THE CONCRETE FOUNDATION TO A SMALL CONCRETE AND BRICK
 KX1683'BUILDING, 33.6 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH ONE OF
 KX1683'THREE TRACKS, 2 FEET OF A TELEGRAPH POLE, 1.5 FEET EAST OF A
 KX1683'METAL WITNESS POST AND ABOUT 2 FEET BELOW LEVEL OF TRACK.  AND
 KX1683'IS A DISK ON COPPER COATED STEEL ROD PROJECTING 3 INCHES AND
 KX1683'PROTECTED BY A 5-INCH METAL PIPE WHICH PROJECTS 5 INCHES.  THE
 KX1683'ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 23.7 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1209 ***********************************************************************
 KX1209  DESIGNATION -  D 342
 KX1209  PID         -  KX1209
 KX1209  STATE/COUNTY-  PA/WESTMORELAND
 KX1209  USGS QUAD   -  GREENSBURG (1993)
 KX1209
 KX1209                         *CURRENT SURVEY CONTROL
 KX1209  ___________________________________________________________________
 KX1209* NAD 83(1986)-  40 19 01.     (N)    079 35 51.     (W)     SCALED    
 KX1209* NAVD 88     -       335.761  (meters)    1101.58   (feet)  ADJUSTED  
 KX1209  ___________________________________________________________________
 KX1209  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 KX1209  DYNAMIC HT  -         335.582 (meters)    1100.99  (feet)  COMP
 KX1209  MODELED GRAV-     980,080.4   (mgal)                       NAVD 88
 KX1209
 KX1209  VERT ORDER  -  FIRST     CLASS I
 KX1209
 KX1209.The horizontal coordinates were scaled from a topographic map and have
 KX1209.an estimated accuracy of +/- 6 seconds.
 KX1209
 KX1209.The orthometric height was determined by differential leveling
 KX1209.and adjusted by the National Geodetic Survey in June 1991..
 KX1209
 KX1209.The geoid height was determined by GEOID03.
 KX1209
 KX1209.The dynamic height is computed by dividing the NAVD 88
 KX1209.geopotential number by the normal gravity value computed on the
 KX1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1209.degrees latitude (g = 980.6199 gals.).
 KX1209
 KX1209.The modeled gravity was interpolated from observed gravity values.
 KX1209
 KX1209;                    North         East    Units  Estimated Accuracy
 KX1209;SPC PA S     -   110,860.      442,980.      MT  (+/- 180 meters Scaled)
 KX1209
 KX1209                          SUPERSEDED SURVEY CONTROL
 KX1209
 KX1209  NGVD 29 (??/??/92)  335.922  (m)         1102.10   (f) ADJ UNCH    1 1
 KX1209
 KX1209.Superseded values are not recommended for survey control.
 KX1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1209.See file dsdata.txt to determine how the superseded data were derived.
 KX1209
 KX1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE191638(NAD 83)
 KX1209_MARKER: DB = BENCH MARK DISK
 KX1209_SETTING: 66 = SET IN ROCK OUTCROP
 KX1209_SP_SET: ROCK LEDGE
 KX1209_STAMPING: D 342 1966
 KX1209_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX1209+STABILITY: POSITION/ELEVATION WELL
 KX1209
 KX1209  HISTORY     - Date     Condition        Report By
 KX1209  HISTORY     - 1966     MONUMENTED       CGS
 KX1209  HISTORY     - 1987     MARK NOT FOUND   LOCSUR
 KX1209  HISTORY     - 20010709 MARK NOT FOUND   PADT
 KX1209
 KX1209                          STATION DESCRIPTION
 KX1209
 KX1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX1209'1.1 MI SE FROM JEANNETTE.
 KX1209'ABOUT 1.1 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX1209'THE STATION AT JEANNETTE, ABOUT 0.1 MILE WEST OF MILEPOST NO.
 KX1209'325, ABOUT 7 1/2 RAILS WEST OF THE WEST END OF THE RG STATION,
 KX1209'SET IN THE TOP OF A LEDGE THAT IS ABOUT 1 1/2 FEET LONG AND 1 FOOT
 KX1209'WIDE THAT IS AT THE BASE OF A ROCK THAT IS ABOUT 40 YARDS LONG
 KX1209'4 FEET HIGH AND IS PART OF A 20 FOOT HIGH CUT, 10.3 FEET NORTH
 KX1209'OF THE NORTH RAIL OF THE NORTH ONE OF 4 TRACKS, 27 1/2 FEET
 KX1209'WEST OF THE EAST END OF THE ROCK AND 1 1/2 FEET BELOW LEVEL OF
 KX1209'TRACK.
 KX1209
 KX1209                          STATION RECOVERY (1987)
 KX1209
 KX1209'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (BW)
 KX1209'MARK NOT FOUND.
 KX1209
 KX1209                          STATION RECOVERY (2001)
 KX1209
 KX1209'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DP)
 KX1209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1265 ***********************************************************************
 KX1265  DESIGNATION -  D 343
 KX1265  PID         -  KX1265
 KX1265  STATE/COUNTY-  PA/ALLEGHENY
 KX1265  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1265
 KX1265                         *CURRENT SURVEY CONTROL
 KX1265  ___________________________________________________________________
 KX1265* NAD 83(1986)-  40 26 09.     (N)    079 58 21.     (W)     SCALED    
 KX1265* NAVD 88     -       229.604  (meters)     753.29   (feet)  ADJUSTED  
 KX1265  ___________________________________________________________________
 KX1265  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KX1265  DYNAMIC HT  -         229.485 (meters)     752.90  (feet)  COMP
 KX1265  MODELED GRAV-     980,101.4   (mgal)                       NAVD 88
 KX1265
 KX1265  VERT ORDER  -  FIRST     CLASS I
 KX1265
 KX1265.The horizontal coordinates were scaled from a topographic map and have
 KX1265.an estimated accuracy of +/- 6 seconds.
 KX1265
 KX1265.The orthometric height was determined by differential leveling
 KX1265.and adjusted by the National Geodetic Survey in June 1991..
 KX1265
 KX1265.The geoid height was determined by GEOID03.
 KX1265
 KX1265.The dynamic height is computed by dividing the NAVD 88
 KX1265.geopotential number by the normal gravity value computed on the
 KX1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1265.degrees latitude (g = 980.6199 gals.).
 KX1265
 KX1265.The modeled gravity was interpolated from observed gravity values.
 KX1265
 KX1265;                    North         East    Units  Estimated Accuracy
 KX1265;SPC PA S     -   124,790.      411,450.      MT  (+/- 180 meters Scaled)
 KX1265
 KX1265                          SUPERSEDED SURVEY CONTROL
 KX1265
 KX1265  NGVD 29 (??/??/92)  229.769  (m)          753.83   (f) ADJ UNCH    1 1
 KX1265
 KX1265.Superseded values are not recommended for survey control.
 KX1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1265.See file dsdata.txt to determine how the superseded data were derived.
 KX1265
 KX1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE871766(NAD 83)
 KX1265_MARKER: DB = BENCH MARK DISK
 KX1265_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1265_SP_SET: PIER
 KX1265_STAMPING: D 343 1966
 KX1265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1265
 KX1265  HISTORY     - Date     Condition        Report By
 KX1265  HISTORY     - 1966     MONUMENTED       CGS
 KX1265
 KX1265                          STATION DESCRIPTION
 KX1265
 KX1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX1265'AT PITTSBURGH.
 KX1265'ABOUT 1.4 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD
 KX1265'FROM THE STATION AT PITTSBURGH, ABOUT 4 RAILS EAST OF THE EAST
 KX1265'EDGE OF THE BRADY STREET BRIDGE, SET VERTICALY IN THE SOUTH
 KX1265'FACE OF THE FIRST PIER EAST OF THE BRIDGE AND UNDER THE
 KX1265'ELEVATED PORTION OF THE INTERSECTION OF STATE HIGHWAY 76, 18
 KX1265'FEET NORTH OF THE NORTH RAIL OF THE WEST BOUND TRACK, 2 FEET
 KX1265'ABOVE THE GROUND AND ABOUT LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0032 ***********************************************************************
 KX0032  DESIGNATION -  D 344
 KX0032  PID         -  KX0032
 KX0032  STATE/COUNTY-  PA/BLAIR
 KX0032  USGS QUAD   -  TIPTON (1988)
 KX0032
 KX0032                         *CURRENT SURVEY CONTROL
 KX0032  ___________________________________________________________________
 KX0032* NAD 83(1986)-  40 39 21.     (N)    078 15 24.     (W)     SCALED    
 KX0032* NAVD 88     -       286.342  (meters)     939.44   (feet)  ADJUSTED  
 KX0032  ___________________________________________________________________
 KX0032  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KX0032  DYNAMIC HT  -         286.197 (meters)     938.96  (feet)  COMP
 KX0032  MODELED GRAV-     980,108.8   (mgal)                       NAVD 88
 KX0032
 KX0032  VERT ORDER  -  FIRST     CLASS I
 KX0032
 KX0032.The horizontal coordinates were scaled from a topographic map and have
 KX0032.an estimated accuracy of +/- 6 seconds.
 KX0032
 KX0032.The orthometric height was determined by differential leveling
 KX0032.and adjusted by the National Geodetic Survey in June 1991..
 KX0032
 KX0032.The geoid height was determined by GEOID03.
 KX0032
 KX0032.The dynamic height is computed by dividing the NAVD 88
 KX0032.geopotential number by the normal gravity value computed on the
 KX0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0032.degrees latitude (g = 980.6199 gals.).
 KX0032
 KX0032.The modeled gravity was interpolated from observed gravity values.
 KX0032
 KX0032;                    North         East    Units  Estimated Accuracy
 KX0032;SPC PA S     -   146,970.      557,150.      MT  (+/- 180 meters Scaled)
 KX0032
 KX0032                          SUPERSEDED SURVEY CONTROL
 KX0032
 KX0032  NGVD 29 (??/??/92)  286.513  (m)          940.00   (f) ADJ UNCH    1 1
 KX0032
 KX0032.Superseded values are not recommended for survey control.
 KX0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0032.See file dsdata.txt to determine how the superseded data were derived.
 KX0032
 KX0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF319041(NAD 83)
 KX0032_MARKER: DB = BENCH MARK DISK
 KX0032_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 KX0032_SP_SET: BRIDGE HEADWALL
 KX0032_STAMPING: D 344 1966
 KX0032_MARK LOGO: CGS   
 KX0032_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KX0032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0032
 KX0032  HISTORY     - Date     Condition        Report By
 KX0032  HISTORY     - 1966     MONUMENTED       CGS
 KX0032  HISTORY     - 1987     GOOD             PADT
 KX0032  HISTORY     - 20010716 GOOD             PADT
 KX0032
 KX0032                          STATION DESCRIPTION
 KX0032
 KX0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0032'1.3 MI SW FROM TYRONE.
 KX0032'ABOUT 1.3 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX0032'THE STATION AT TYRONE, SET ON THE TOP OF THE EAST END OF THE
 KX0032'SOUTH CONCRETE HEAD WALL OF THE EAST ONE OF 3 ARCHED BRIDGES
 KX0032'OVER LITTLE JUNIATA RIVER, 8.8 FEET SOUTH OF THE SOUTH RAIL OF THE
 KX0032'SOUTH TRACK, 1.0 FOOT WEST OF THE EAST END OF THE HEAD WALL
 KX0032'AND ABOUT LEVEL WITH THE TRACK.
 KX0032
 KX0032                          STATION RECOVERY (1987)
 KX0032
 KX0032'RECOVERY NOTE BY PA DEPT OF TRANSP 1987 (EEB)
 KX0032'0.16 KM (0.10 MI) SOUTH ALONG PENNSYLVANIA AVENUE FROM THE POST OFFICE
 KX0032'IN TYRONE, THEN 0.24 KM (0.15 MI) WEST ALONG TENTH STREET, THENCE 2.2
 KX0032'KM (1.35 MI) SOUTHWEST ALONG WASHINGTON AVENUE, BUSINESS U.S. HIGHWAY
 KX0032'220, THEN 0.16 KM (0.10 MI) EAST ALONG A PAVED ROAD TO A SAND ROAD,
 KX0032'THEN 0.32 KM (0.20 MI) EAST ALONG THE SAND ROAD TO THE LITTLE JUNIATA
 KX0032'RIVER AND A RAILWAY BRIDGE, SET IN THE TOP OF THE NORTHEAST END OF THE
 KX0032'SOUTHEAST HEADWALL, 2.68 M (8.8 FT) SOUTHEAST OF THE SOUTHEAST RAIL,
 KX0032'0.3 M (1.0 FT) WEST OF THE EAST END OF THE HEADWALL AND ABOUT LEVEL
 KX0032'WITH THE TRACK.
 KX0032
 KX0032                          STATION RECOVERY (2001)
 KX0032
 KX0032'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (MBJ)
 KX0032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0401 ***********************************************************************
 KX0401  DESIGNATION -  D 345
 KX0401  PID         -  KX0401
 KX0401  STATE/COUNTY-  PA/BLAIR
 KX0401  USGS QUAD   -  CRESSON (1984)
 KX0401
 KX0401                         *CURRENT SURVEY CONTROL
 KX0401  ___________________________________________________________________
 KX0401* NAD 83(1986)-  40 28 45.     (N)    078 32 16.     (W)     SCALED    
 KX0401* NAVD 88     -       648.261  (meters)    2126.84   (feet)  ADJUSTED  
 KX0401  ___________________________________________________________________
 KX0401  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KX0401  DYNAMIC HT  -         647.895 (meters)    2125.64  (feet)  COMP
 KX0401  MODELED GRAV-     980,039.4   (mgal)                       NAVD 88
 KX0401
 KX0401  VERT ORDER  -  FIRST     CLASS I
 KX0401
 KX0401.The horizontal coordinates were scaled from a topographic map and have
 KX0401.an estimated accuracy of +/- 6 seconds.
 KX0401
 KX0401.The orthometric height was determined by differential leveling
 KX0401.and adjusted by the National Geodetic Survey in June 1991..
 KX0401
 KX0401.The geoid height was determined by GEOID03.
 KX0401
 KX0401.The dynamic height is computed by dividing the NAVD 88
 KX0401.geopotential number by the normal gravity value computed on the
 KX0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0401.degrees latitude (g = 980.6199 gals.).
 KX0401
 KX0401.The modeled gravity was interpolated from observed gravity values.
 KX0401
 KX0401;                    North         East    Units  Estimated Accuracy
 KX0401;SPC PA S     -   127,530.      533,210.      MT  (+/- 180 meters Scaled)
 KX0401
 KX0401                          SUPERSEDED SURVEY CONTROL
 KX0401
 KX0401  NGVD 29 (??/??/92)  648.394  (m)         2127.27   (f) ADJ UNCH    1 1
 KX0401
 KX0401.Superseded values are not recommended for survey control.
 KX0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0401.See file dsdata.txt to determine how the superseded data were derived.
 KX0401
 KX0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE087838(NAD 83)
 KX0401_MARKER: DB = BENCH MARK DISK
 KX0401_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0401_SP_SET: TUNNEL
 KX0401_STAMPING: D 345 1966
 KX0401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0401
 KX0401  HISTORY     - Date     Condition        Report By
 KX0401  HISTORY     - 1966     MONUMENTED       CGS
 KX0401
 KX0401                          STATION DESCRIPTION
 KX0401
 KX0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0401'0.8 MI E FROM GALLITZIN.
 KX0401'ABOUT 0.75 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0401'JACKSON STREET OVERPASS AT GALLITZIN, 0.35 MILE WEST OF MILEPOST
 KX0401'247, SET VERTICALLY IN THE EAST END OF TUNNEL NO. 3, 63.2 FEET
 KX0401'SOUTH OF THE SOUTH RAIL OF THE NORTHERN MOST WESTBOUND TRACK,
 KX0401'12.4 FEET NORTH OF THE NORTH RAIL AND 2 1/2 FEET ABOVE THE LEVEL
 KX0401'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0444 ***********************************************************************
 KX0444  DESIGNATION -  D 346
 KX0444  PID         -  KX0444
 KX0444  STATE/COUNTY-  PA/CAMBRIA
 KX0444  USGS QUAD   -  GEISTOWN (1993)
 KX0444
 KX0444                         *CURRENT SURVEY CONTROL
 KX0444  ___________________________________________________________________
 KX0444* NAD 83(1986)-  40 22 19.     (N)    078 46 00.     (W)     SCALED    
 KX0444* NAVD 88     -       470.972  (meters)    1545.18   (feet)  ADJUSTED  
 KX0444  ___________________________________________________________________
 KX0444  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KX0444  DYNAMIC HT  -         470.711 (meters)    1544.32  (feet)  COMP
 KX0444  MODELED GRAV-     980,056.4   (mgal)                       NAVD 88
 KX0444
 KX0444  VERT ORDER  -  FIRST     CLASS I
 KX0444
 KX0444.The horizontal coordinates were scaled from a topographic map and have
 KX0444.an estimated accuracy of +/- 6 seconds.
 KX0444
 KX0444.The orthometric height was determined by differential leveling
 KX0444.and adjusted by the National Geodetic Survey in June 1991..
 KX0444
 KX0444.The geoid height was determined by GEOID03.
 KX0444
 KX0444.The dynamic height is computed by dividing the NAVD 88
 KX0444.geopotential number by the normal gravity value computed on the
 KX0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0444.degrees latitude (g = 980.6199 gals.).
 KX0444
 KX0444.The modeled gravity was interpolated from observed gravity values.
 KX0444
 KX0444;                    North         East    Units  Estimated Accuracy
 KX0444;SPC PA S     -   115,820.      513,660.      MT  (+/- 180 meters Scaled)
 KX0444
 KX0444                          SUPERSEDED SURVEY CONTROL
 KX0444
 KX0444  NGVD 29 (??/??/92)  471.116  (m)         1545.65   (f) ADJ UNCH    1 1
 KX0444
 KX0444.Superseded values are not recommended for survey control.
 KX0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0444.See file dsdata.txt to determine how the superseded data were derived.
 KX0444
 KX0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE896714(NAD 83)
 KX0444_MARKER: DB = BENCH MARK DISK
 KX0444_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0444_SP_SET: CONCRETE HEAD WALL
 KX0444_STAMPING: D 346 1966
 KX0444_MARK LOGO: CGS   
 KX0444_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0444
 KX0444  HISTORY     - Date     Condition        Report By
 KX0444  HISTORY     - 1966     MONUMENTED       CGS
 KX0444  HISTORY     - 1972     GOOD             NGS
 KX0444  HISTORY     - 20030303 GOOD             NGS
 KX0444
 KX0444                          STATION DESCRIPTION
 KX0444
 KX0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0444'1.4 MI E FROM SOUTH FORK.
 KX0444'ABOUT 1.45 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0444'GRANT STORE OVERPASS AT SOUTH FORK, ABOUT 0.6 MILE SOUTHWEST OF
 KX0444'THE PRINGLE STREET OVERPASS AT SUMMERHILL, ABOUT 5.4 MILES
 KX0444'SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATE HIGHWAY
 KX0444'164 OVERPASS AT PORTAGE, SET ON THE TOP OF THE SOUTHWEST END OF
 KX0444'THE SOUTHEAST CONCRETE HEAD WALL OF A 74 FOOT ARCHED BRIDGE OVER
 KX0444'THE CONEMAUGH RIVER, 8.9 FEET SOUTHEAST OF THE SOUTHEAST RAIL AND
 KX0444'1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 KX0444
 KX0444                          STATION RECOVERY (1972)
 KX0444
 KX0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 KX0444'RECOVERED IN GOOD CONDITION.
 KX0444
 KX0444                          STATION RECOVERY (2003)
 KX0444
 KX0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DBH)
 KX0444'MARK WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0035 ***********************************************************************
 KY0035  DESIGNATION -  D 347
 KY0035  PID         -  KY0035
 KY0035  STATE/COUNTY-  PA/BEAVER
 KY0035  USGS QUAD   -  BEAVER (1979)
 KY0035
 KY0035                         *CURRENT SURVEY CONTROL
 KY0035  ___________________________________________________________________
 KY0035* NAD 83(1986)-  40 40 28.     (N)    080 15 35.     (W)     SCALED    
 KY0035* NAVD 88     -       229.317  (meters)     752.35   (feet)  ADJUSTED  
 KY0035  ___________________________________________________________________
 KY0035  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KY0035  DYNAMIC HT  -         229.200 (meters)     751.97  (feet)  COMP
 KY0035  MODELED GRAV-     980,109.1   (mgal)                       NAVD 88
 KY0035
 KY0035  VERT ORDER  -  FIRST     CLASS I
 KY0035
 KY0035.The horizontal coordinates were scaled from a topographic map and have
 KY0035.an estimated accuracy of +/- 6 seconds.
 KY0035
 KY0035.The orthometric height was determined by differential leveling
 KY0035.and adjusted by the National Geodetic Survey in June 1991..
 KY0035
 KY0035.The geoid height was determined by GEOID03.
 KY0035
 KY0035.The dynamic height is computed by dividing the NAVD 88
 KY0035.geopotential number by the normal gravity value computed on the
 KY0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0035.degrees latitude (g = 980.6199 gals.).
 KY0035
 KY0035.The modeled gravity was interpolated from observed gravity values.
 KY0035
 KY0035;                    North         East    Units  Estimated Accuracy
 KY0035;SPC PA S     -   151,930.      387,840.      MT  (+/- 180 meters Scaled)
 KY0035
 KY0035                          SUPERSEDED SURVEY CONTROL
 KY0035
 KY0035  NGVD 29 (??/??/92)  229.439  (m)          752.75   (f) ADJ UNCH    1 1
 KY0035
 KY0035.Superseded values are not recommended for survey control.
 KY0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0035.See file dsdata.txt to determine how the superseded data were derived.
 KY0035
 KY0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF625028(NAD 83)
 KY0035_MARKER: DB = BENCH MARK DISK
 KY0035_SETTING: 66 = SET IN ROCK OUTCROP
 KY0035_SP_SET: ROCK LEDGE
 KY0035_STAMPING: D 347 1966
 KY0035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY0035+STABILITY: POSITION/ELEVATION WELL
 KY0035
 KY0035  HISTORY     - Date     Condition        Report By
 KY0035  HISTORY     - 1966     MONUMENTED       CGS
 KY0035
 KY0035                          STATION DESCRIPTION
 KY0035
 KY0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KY0035'1.3 MI S FROM MONACA.
 KY0035'ABOUT 1.3 MILES SOUTH ALONG THE PITTSBURGH AND LAKE ERIE RAILROAD
 KY0035'FROM THE STATION AT MONACA, 0.1 MILE NORTH OF MILEPOST P 23,
 KY0035'15.9 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, 30 FEET NORTH
 KY0035'OF THE NORTH ONE OF TWO 3 BY 3-FOOT BY 3-FOOT HIGH CONCRETE BLOCKS,
 KY0035'IN TOP OF A 3-FOOT-LONG BY 2-FOOT-HIGH ROCK LEDGE AT THE BASE OF
 KY0035'A 25-FOOT-HIGH BANK BETWEEN THE TRACK AND STATE HIGHWAY 51, AND
 KY0035'ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1581 ***********************************************************************
 MA1581  DESIGNATION -  D 348
 MA1581  PID         -  MA1581
 MA1581  STATE/COUNTY-  PA/CRAWFORD
 MA1581  USGS QUAD   -  SUGAR LAKE (1969)
 MA1581
 MA1581                         *CURRENT SURVEY CONTROL
 MA1581  ___________________________________________________________________
 MA1581* NAD 83(1986)-  41 35 53.     (N)    079 58 36.     (W)     SCALED    
 MA1581* NAVD 88     -       398.592  (meters)    1307.71   (feet)  ADJUSTED  
 MA1581  ___________________________________________________________________
 MA1581  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 MA1581  DYNAMIC HT  -         398.422 (meters)    1307.16  (feet)  COMP
 MA1581  MODELED GRAV-     980,186.0   (mgal)                       NAVD 88
 MA1581
 MA1581  VERT ORDER  -  SECOND    CLASS 0
 MA1581
 MA1581.The horizontal coordinates were scaled from a topographic map and have
 MA1581.an estimated accuracy of +/- 6 seconds.
 MA1581
 MA1581.The orthometric height was determined by differential leveling
 MA1581.and adjusted by the National Geodetic Survey in June 1991..
 MA1581
 MA1581.The geoid height was determined by GEOID03.
 MA1581
 MA1581.The dynamic height is computed by dividing the NAVD 88
 MA1581.geopotential number by the normal gravity value computed on the
 MA1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1581.degrees latitude (g = 980.6199 gals.).
 MA1581
 MA1581.The modeled gravity was interpolated from observed gravity values.
 MA1581
 MA1581;                    North         East    Units  Estimated Accuracy
 MA1581;SPC PA N     -   161,350.      414,390.      MT  (+/- 180 meters Scaled)
 MA1581
 MA1581                          SUPERSEDED SURVEY CONTROL
 MA1581
 MA1581  NGVD 29 (??/??/92)  398.763  (m)         1308.27   (f) ADJ UNCH    2 0
 MA1581
 MA1581.Superseded values are not recommended for survey control.
 MA1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1581.See file dsdata.txt to determine how the superseded data were derived.
 MA1581
 MA1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG852056(NAD 83)
 MA1581_MARKER: DD = SURVEY DISK
 MA1581_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1581_SP_SET: CULVERT
 MA1581_STAMPING: D 348 1967
 MA1581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1581
 MA1581  HISTORY     - Date     Condition        Report By
 MA1581  HISTORY     - 1967     MONUMENTED       PADH
 MA1581  HISTORY     - 1967     GOOD             NGS
 MA1581  HISTORY     - 20000801 GOOD             PADT
 MA1581
 MA1581                          STATION DESCRIPTION
 MA1581
 MA1581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1581'9.9 MI E FROM MEADVILLE.
 MA1581'9.9 MILES EAST ALONG STATE HIGHWAY 27 FROM ITS JUNCTION WITH
 MA1581'STATE HIGHWAY 77 IN MEADVILLE, 1.0 MILE WEST OF THE JUNCTION OF
 MA1581'STATE HIGHWAY 173, 19 FEET SOUTH OF THE CENTERLINE OF HIGHWAY,
 MA1581'SET IN THE TOP OF THE SOUTHWEST WINGWALL OF A LARGE BOX CULVERT
 MA1581'AND IS ABOUT LEVEL WITH THE HIGHWAY.
 MA1581
 MA1581                          STATION RECOVERY (2000)
 MA1581
 MA1581'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 MA1581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1617 ***********************************************************************
 MA1617  DESIGNATION -  D 349
 MA1617  PID         -  MA1617
 MA1617  STATE/COUNTY-  PA/WARREN
 MA1617  USGS QUAD   -  COLUMBUS (1990)
 MA1617
 MA1617                         *CURRENT SURVEY CONTROL
 MA1617  ___________________________________________________________________
 MA1617* NAD 83(1986)-  41 56 15.     (N)    079 34 05.     (W)     SCALED    
 MA1617* NAVD 88     -       435.758  (meters)    1429.65   (feet)  ADJUSTED  
 MA1617  ___________________________________________________________________
 MA1617  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 MA1617  DYNAMIC HT  -         435.581 (meters)    1429.07  (feet)  COMP
 MA1617  MODELED GRAV-     980,202.6   (mgal)                       NAVD 88
 MA1617
 MA1617  VERT ORDER  -  SECOND    CLASS 0
 MA1617
 MA1617.The horizontal coordinates were scaled from a topographic map and have
 MA1617.an estimated accuracy of +/- 6 seconds.
 MA1617
 MA1617.The orthometric height was determined by differential leveling
 MA1617.and adjusted by the National Geodetic Survey in June 1991..
 MA1617
 MA1617.The geoid height was determined by GEOID03.
 MA1617
 MA1617.The dynamic height is computed by dividing the NAVD 88
 MA1617.geopotential number by the normal gravity value computed on the
 MA1617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1617.degrees latitude (g = 980.6199 gals.).
 MA1617
 MA1617.The modeled gravity was interpolated from observed gravity values.
 MA1617
 MA1617;                    North         East    Units  Estimated Accuracy
 MA1617;SPC PA N     -   198,250.      449,240.      MT  (+/- 180 meters Scaled)
 MA1617
 MA1617                          SUPERSEDED SURVEY CONTROL
 MA1617
 MA1617  NGVD 29 (??/??/92)  435.913  (m)         1430.16   (f) ADJ UNCH    2 0
 MA1617
 MA1617.Superseded values are not recommended for survey control.
 MA1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1617.See file dsdata.txt to determine how the superseded data were derived.
 MA1617
 MA1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG187438(NAD 83)
 MA1617_MARKER: DB = BENCH MARK DISK
 MA1617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1617_STAMPING: D 349 1967
 MA1617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1617+STABILITY: SURFACE MOTION
 MA1617
 MA1617  HISTORY     - Date     Condition        Report By
 MA1617  HISTORY     - 1967     MONUMENTED       CGS
 MA1617  HISTORY     - 1968     GOOD             NGS
 MA1617  HISTORY     - 20020601 MARK NOT FOUND   USPSQD
 MA1617
 MA1617                          STATION DESCRIPTION
 MA1617
 MA1617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MA1617'1.2 MI SE FROM COLUMBUS.
 MA1617'1.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION
 MA1617'WITH STATE HIGHWAY 957 IN COLUMBUS, SET IN THE TOP OF A CONCRETE
 MA1617'POST PROJECTING 4-INCHES, 10 RAILS EAST OF MILE POST NO. 57,
 MA1617'60.5 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD, 35.5 FEET
 MA1617'NORTH OF THE CENTERLINE OF HIGHWAY, 42 FEET WEST OF THE
 MA1617'APPROXIMATE CENTER OF A TRACK ROAD LEADING FROM HIGHWAY TO THE
 MA1617'RAILROAD, 2.5 FEET SOUTHWEST OF A TELEPHONE POLE, 2.5 FEET SOUTH
 MA1617'OF A METAL WITNESS SIGN, AND IS ABOUT 1 FOOT BELOW THE LEVEL OF
 MA1617'THE HIGHWAY.
 MA1617
 MA1617                          STATION RECOVERY (2002)
 MA1617
 MA1617'RECOVERY NOTE BY US POWER SQUADRON 2002 (RA)
 MA1617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1461 ***********************************************************************
 LZ1461  DESIGNATION -  D 35
 LZ1461  PID         -  LZ1461
 LZ1461  STATE/COUNTY-  PA/POTTER
 LZ1461  USGS QUAD   -  ULYSSES (1969)
 LZ1461
 LZ1461                         *CURRENT SURVEY CONTROL
 LZ1461  ___________________________________________________________________
 LZ1461* NAD 83(1986)-  41 58 32.     (N)    077 51 27.     (W)     SCALED    
 LZ1461* NAVD 88     -       506.972  (meters)    1663.29   (feet)  ADJUSTED  
 LZ1461  ___________________________________________________________________
 LZ1461  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 LZ1461  DYNAMIC HT  -         506.771 (meters)    1662.63  (feet)  COMP
 LZ1461  MODELED GRAV-     980,209.5   (mgal)                       NAVD 88
 LZ1461
 LZ1461  VERT ORDER  -  SECOND    CLASS 0
 LZ1461
 LZ1461.The horizontal coordinates were scaled from a topographic map and have
 LZ1461.an estimated accuracy of +/- 6 seconds.
 LZ1461
 LZ1461.The orthometric height was determined by differential leveling
 LZ1461.and adjusted by the National Geodetic Survey in June 1991..
 LZ1461
 LZ1461.The geoid height was determined by GEOID03.
 LZ1461
 LZ1461.The dynamic height is computed by dividing the NAVD 88
 LZ1461.geopotential number by the normal gravity value computed on the
 LZ1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1461.degrees latitude (g = 980.6199 gals.).
 LZ1461
 LZ1461.The modeled gravity was interpolated from observed gravity values.
 LZ1461
 LZ1461;                    North         East    Units  Estimated Accuracy
 LZ1461;SPC PA N     -   200,900.      591,090.      MT  (+/- 180 meters Scaled)
 LZ1461
 LZ1461                          SUPERSEDED SURVEY CONTROL
 LZ1461
 LZ1461  NGVD 29 (??/??/92)  507.113  (m)         1663.75   (f) ADJ UNCH    2 0
 LZ1461
 LZ1461.Superseded values are not recommended for survey control.
 LZ1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1461.See file dsdata.txt to determine how the superseded data were derived.
 LZ1461
 LZ1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM632510(NAD 83)
 LZ1461_MARKER: DB = BENCH MARK DISK
 LZ1461_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1461_SP_SET: ABUTMENT
 LZ1461_STAMPING: D 35 1934
 LZ1461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LZ1461+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2001
 LZ1461
 LZ1461  HISTORY     - Date     Condition        Report By
 LZ1461  HISTORY     - 1934     MONUMENTED       CGS
 LZ1461  HISTORY     - 20011214 GOOD             NFGSC
 LZ1461
 LZ1461                          STATION DESCRIPTION
 LZ1461
 LZ1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1461'AT HICKOX.
 LZ1461'AT HICKOX, POTTER COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 LZ1461'ABOUT 100 FEET WEST OF THE STATION, ABOUT 600 FEET NORTH OF
 LZ1461'MILEPOST 25, ABOUT 140 FEET WEST OF THE CENTER LINE OF A ROAD,
 LZ1461'AT 60-FOOT SPAN PLATE-GIRDER BRIDGE W 25/4, IN THE WEST END
 LZ1461'OF THE SOUTH ABUTMENT, 8 FEET WEST OF THE WEST RAIL, AND ABOUT
 LZ1461'3 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 LZ1461'D 35 1934.
 LZ1461
 LZ1461                          STATION RECOVERY (2001)
 LZ1461
 LZ1461'RECOVERY NOTE BY NATIONAL FUEL GAS SUPPLY CORP. 2001 (MJT)
 LZ1461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0958 ***********************************************************************
 MA0958  DESIGNATION -  D 350
 MA0958  PID         -  MA0958
 MA0958  STATE/COUNTY-  PA/WARREN
 MA0958  USGS QUAD   -  SHEFFIELD (1973)
 MA0958
 MA0958                         *CURRENT SURVEY CONTROL
 MA0958  ___________________________________________________________________
 MA0958* NAD 83(1986)-  41 42 12.     (N)    079 00 00.     (W)     SCALED    
 MA0958* NAVD 88     -       422.405  (meters)    1385.84   (feet)  ADJUSTED  
 MA0958  ___________________________________________________________________
 MA0958  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 MA0958  DYNAMIC HT  -         422.229 (meters)    1385.26  (feet)  COMP
 MA0958  MODELED GRAV-     980,193.8   (mgal)                       NAVD 88
 MA0958
 MA0958  VERT ORDER  -  SECOND    CLASS 0
 MA0958
 MA0958.The horizontal coordinates were scaled from a topographic map and have
 MA0958.an estimated accuracy of +/- 6 seconds.
 MA0958
 MA0958.The orthometric height was determined by differential leveling
 MA0958.and adjusted by the National Geodetic Survey in June 1991..
 MA0958
 MA0958.The geoid height was determined by GEOID03.
 MA0958
 MA0958.The dynamic height is computed by dividing the NAVD 88
 MA0958.geopotential number by the normal gravity value computed on the
 MA0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0958.degrees latitude (g = 980.6199 gals.).
 MA0958
 MA0958.The modeled gravity was interpolated from observed gravity values.
 MA0958
 MA0958;                    North         East    Units  Estimated Accuracy
 MA0958;SPC PA N     -   171,410.      495,960.      MT  (+/- 180 meters Scaled)
 MA0958
 MA0958                          SUPERSEDED SURVEY CONTROL
 MA0958
 MA0958  NGVD 29 (??/??/92)  422.551  (m)         1386.32   (f) ADJ UNCH    2 0
 MA0958
 MA0958.Superseded values are not recommended for survey control.
 MA0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0958.See file dsdata.txt to determine how the superseded data were derived.
 MA0958
 MA0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG664187(NAD 83)
 MA0958_MARKER: DB = BENCH MARK DISK
 MA0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0958_STAMPING: D 350 1968
 MA0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0958+STABILITY: SURFACE MOTION
 MA0958
 MA0958  HISTORY     - Date     Condition        Report By
 MA0958  HISTORY     - 1968     MONUMENTED       CGS
 MA0958
 MA0958                          STATION DESCRIPTION
 MA0958
 MA0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MA0958'1.8 MI SE FROM SHEFFIELD.
 MA0958'1.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH
 MA0958'STATE HIGHWAY 666 IN SHEFFIELD, 300 FEET SOUTH OF THE HIGHWAY,
 MA0958'220 FEET EAST OF A GRAVELED ROAD LEADING FROM HIGHWAY TO ACROSS
 MA0958'RAILROAD, 28.5 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD,
 MA0958'2.5 FEET NORTHWEST OF A TELEPHONE POLE, 2.0 FEET SOUTH OF A
 MA0958'METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MA0958'3-INCHES, ABOUT 3 FEET ABOVE THE RAILROAD, AND IS ABOUT 20 FEET
 MA0958'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1439 ***********************************************************************
 LZ1439  DESIGNATION -  D 351
 LZ1439  PID         -  LZ1439
 LZ1439  STATE/COUNTY-  PA/POTTER
 LZ1439  USGS QUAD   -  GALETON (1994)
 LZ1439
 LZ1439                         *CURRENT SURVEY CONTROL
 LZ1439  ___________________________________________________________________
 LZ1439* NAD 83(1986)-  41 43 59.     (N)    077 38 29.     (W)     SCALED    
 LZ1439* NAVD 88     -       401.904  (meters)    1318.58   (feet)  ADJUSTED  
 LZ1439  ___________________________________________________________________
 LZ1439  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 LZ1439  DYNAMIC HT  -         401.738 (meters)    1318.04  (feet)  COMP
 LZ1439  MODELED GRAV-     980,197.6   (mgal)                       NAVD 88
 LZ1439
 LZ1439  VERT ORDER  -  SECOND    CLASS 0
 LZ1439
 LZ1439.The horizontal coordinates were scaled from a topographic map and have
 LZ1439.an estimated accuracy of +/- 6 seconds.
 LZ1439
 LZ1439.The orthometric height was determined by differential leveling
 LZ1439.and adjusted by the National Geodetic Survey in June 1991..
 LZ1439
 LZ1439.The geoid height was determined by GEOID03.
 LZ1439
 LZ1439.The dynamic height is computed by dividing the NAVD 88
 LZ1439.geopotential number by the normal gravity value computed on the
 LZ1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1439.degrees latitude (g = 980.6199 gals.).
 LZ1439
 LZ1439.The modeled gravity was interpolated from observed gravity values.
 LZ1439
 LZ1439;                    North         East    Units  Estimated Accuracy
 LZ1439;SPC PA N     -   173,960.      609,040.      MT  (+/- 180 meters Scaled)
 LZ1439
 LZ1439                          SUPERSEDED SURVEY CONTROL
 LZ1439
 LZ1439  NGVD 29 (??/??/92)  402.046  (m)         1319.05   (f) ADJ UNCH    2 0
 LZ1439
 LZ1439.Superseded values are not recommended for survey control.
 LZ1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1439.See file dsdata.txt to determine how the superseded data were derived.
 LZ1439
 LZ1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM803235(NAD 83)
 LZ1439_MARKER: DD = SURVEY DISK
 LZ1439_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1439_SP_SET: BRIDGE
 LZ1439_STAMPING: D 351 1968
 LZ1439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1439
 LZ1439  HISTORY     - Date     Condition        Report By
 LZ1439  HISTORY     - 1968     MONUMENTED       PADH
 LZ1439  HISTORY     - 1968     GOOD             NGS
 LZ1439
 LZ1439                          STATION DESCRIPTION
 LZ1439
 LZ1439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ1439'AT GALETON.
 LZ1439'AT GALETON, 0.1 MILE SOUTH ALONG STATE HIGHWAY 144 FROM THE
 LZ1439'POST OFFICE IN GALETON, SET IN THE TOP OF THE SOUTHEAST WINGWALL
 LZ1439'OF A BRIDGE OVER PINE CREEK, 38.5 FEET NORTH OF THE NORTH RAIL
 LZ1439'OF THE B AND O RAILROAD, 20 FEET EAST OF THE APPROXIMATE CENTER
 LZ1439'OF THE HIGHWAY AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0083 ***********************************************************************
 MA0083  DESIGNATION -  D 352
 MA0083  PID         -  MA0083
 MA0083  STATE/COUNTY-  PA/POTTER
 MA0083  USGS QUAD   -  AUSTIN (1983)
 MA0083
 MA0083                         *CURRENT SURVEY CONTROL
 MA0083  ___________________________________________________________________
 MA0083* NAD 83(1986)-  41 44 33.     (N)    078 04 41.     (W)     SCALED    
 MA0083* NAVD 88     -       484.644  (meters)    1590.04   (feet)  ADJUSTED  
 MA0083  ___________________________________________________________________
 MA0083  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 MA0083  DYNAMIC HT  -         484.441 (meters)    1589.37  (feet)  COMP
 MA0083  MODELED GRAV-     980,187.7   (mgal)                       NAVD 88
 MA0083
 MA0083  VERT ORDER  -  SECOND    CLASS 0
 MA0083
 MA0083.The horizontal coordinates were scaled from a topographic map and have
 MA0083.an estimated accuracy of +/- 6 seconds.
 MA0083
 MA0083.The orthometric height was determined by differential leveling
 MA0083.and adjusted by the National Geodetic Survey in June 1991..
 MA0083
 MA0083.The geoid height was determined by GEOID03.
 MA0083
 MA0083.The dynamic height is computed by dividing the NAVD 88
 MA0083.geopotential number by the normal gravity value computed on the
 MA0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0083.degrees latitude (g = 980.6199 gals.).
 MA0083
 MA0083.The modeled gravity was interpolated from observed gravity values.
 MA0083
 MA0083;                    North         East    Units  Estimated Accuracy
 MA0083;SPC PA N     -   175,060.      572,710.      MT  (+/- 180 meters Scaled)
 MA0083
 MA0083                          SUPERSEDED SURVEY CONTROL
 MA0083
 MA0083  NGVD 29 (??/??/92)  484.779  (m)         1590.48   (f) ADJ UNCH    2 0
 MA0083
 MA0083.Superseded values are not recommended for survey control.
 MA0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0083.See file dsdata.txt to determine how the superseded data were derived.
 MA0083
 MA0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG429253(NAD 83)
 MA0083_MARKER: DB = BENCH MARK DISK
 MA0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0083_SP_SET: CATCH BASIN
 MA0083_STAMPING: D 352 1968
 MA0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0083
 MA0083  HISTORY     - Date     Condition        Report By
 MA0083  HISTORY     - 1968     MONUMENTED       CGS
 MA0083
 MA0083                          STATION DESCRIPTION
 MA0083
 MA0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MA0083'4.1 MI W FROM COUDERSPORT.
 MA0083'4.1 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE COURT HOUSE IN
 MA0083'COUDERSPORT, 5.0 MILES EAST OF THE POST OFFICE IN ROULETTE, SET
 MA0083'IN THE TOP OF THE APPROXIMATE CENTER OF THE BACKWALL OF A CATCH
 MA0083'BASIN, 22.5 FEET NORTHWEST CENTERLINE OF HIGHWAY, 8.0 FEET
 MA0083'NORTHEAST OF A LARGE METAL SPEED LIMIT SIGN, AND IS ABOUT 1.0
 MA0083'FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0862 ***********************************************************************
 LZ0862  DESIGNATION -  D 353
 LZ0862  PID         -  LZ0862
 LZ0862  STATE/COUNTY-  PA/TIOGA
 LZ0862  USGS QUAD   -  KEENEYVILLE (1994)
 LZ0862
 LZ0862                         *CURRENT SURVEY CONTROL
 LZ0862  ___________________________________________________________________
 LZ0862* NAD 83(1986)-  41 45 21.     (N)    077 17 59.     (W)     SCALED    
 LZ0862* NAVD 88     -       389.464  (meters)    1277.77   (feet)  ADJUSTED  
 LZ0862  ___________________________________________________________________
 LZ0862  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 LZ0862  DYNAMIC HT  -         389.302 (meters)    1277.23  (feet)  COMP
 LZ0862  MODELED GRAV-     980,193.7   (mgal)                       NAVD 88
 LZ0862
 LZ0862  VERT ORDER  -  SECOND    CLASS 0
 LZ0862
 LZ0862.The horizontal coordinates were scaled from a topographic map and have
 LZ0862.an estimated accuracy of +/- 6 seconds.
 LZ0862
 LZ0862.The orthometric height was determined by differential leveling
 LZ0862.and adjusted by the National Geodetic Survey in June 1991..
 LZ0862
 LZ0862.The geoid height was determined by GEOID03.
 LZ0862
 LZ0862.The dynamic height is computed by dividing the NAVD 88
 LZ0862.geopotential number by the normal gravity value computed on the
 LZ0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0862.degrees latitude (g = 980.6199 gals.).
 LZ0862
 LZ0862.The modeled gravity was interpolated from observed gravity values.
 LZ0862
 LZ0862;                    North         East    Units  Estimated Accuracy
 LZ0862;SPC PA N     -   176,580.      637,450.      MT  (+/- 180 meters Scaled)
 LZ0862
 LZ0862                          SUPERSEDED SURVEY CONTROL
 LZ0862
 LZ0862  NGVD 29 (??/??/92)  389.597  (m)         1278.20   (f) ADJ UNCH    2 0
 LZ0862
 LZ0862.Superseded values are not recommended for survey control.
 LZ0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0862.See file dsdata.txt to determine how the superseded data were derived.
 LZ0862
 LZ0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM088252(NAD 83)
 LZ0862_MARKER: DB = BENCH MARK DISK
 LZ0862_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0862_SP_SET: CATCH BASIN WALL
 LZ0862_STAMPING: D 353 1968
 LZ0862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0862
 LZ0862  HISTORY     - Date     Condition        Report By
 LZ0862  HISTORY     - 1968     MONUMENTED       CGS
 LZ0862
 LZ0862                          STATION DESCRIPTION
 LZ0862
 LZ0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ0862'AT WELLSBORO.
 LZ0862'AT WELLSBORO, ABOUT 0.55 MILE NORTHWEST ALONG U.S. HIGHWAY
 LZ0862'6 AND STATE HIGHWAY 287 FROM THE JUNCTION OF U.S. HIGHWAY 6
 LZ0862'AND STATE HIGHWAYS 660 AND 287 IN WELLSBORO, 130 FEET SOUTHEAST
 LZ0862'OF THE SOUTHEAST CORNER OF A BOWLING ALLEY, 24 FEET WEST OF THE
 LZ0862'CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF THE APPROXIMATE
 LZ0862'CENTER OF BACKWALL OF A CATCHBASIN AND IS ABOUT LEVEL WITH THE
 LZ0862'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0556 ***********************************************************************
 LZ0556  DESIGNATION -  D 354
 LZ0556  PID         -  LZ0556
 LZ0556  STATE/COUNTY-  PA/BRADFORD
 LZ0556  USGS QUAD   -  TROY (1983)
 LZ0556
 LZ0556                         *CURRENT SURVEY CONTROL
 LZ0556  ___________________________________________________________________
 LZ0556* NAD 83(1986)-  41 47 34.     (N)    076 48 02.     (W)     SCALED    
 LZ0556* NAVD 88     -       369.567  (meters)    1212.49   (feet)  ADJUSTED  
 LZ0556  ___________________________________________________________________
 LZ0556  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 LZ0556  DYNAMIC HT  -         369.414 (meters)    1211.99  (feet)  COMP
 LZ0556  MODELED GRAV-     980,198.3   (mgal)                       NAVD 88
 LZ0556
 LZ0556  VERT ORDER  -  SECOND    CLASS 0
 LZ0556
 LZ0556.The horizontal coordinates were scaled from a topographic map and have
 LZ0556.an estimated accuracy of +/- 6 seconds.
 LZ0556
 LZ0556.The orthometric height was determined by differential leveling
 LZ0556.and adjusted by the National Geodetic Survey in June 1991..
 LZ0556
 LZ0556.The geoid height was determined by GEOID03.
 LZ0556
 LZ0556.The dynamic height is computed by dividing the NAVD 88
 LZ0556.geopotential number by the normal gravity value computed on the
 LZ0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0556.degrees latitude (g = 980.6199 gals.).
 LZ0556
 LZ0556.The modeled gravity was interpolated from observed gravity values.
 LZ0556
 LZ0556;                    North         East    Units  Estimated Accuracy
 LZ0556;SPC PA N     -   181,020.      678,910.      MT  (+/- 180 meters Scaled)
 LZ0556
 LZ0556                          SUPERSEDED SURVEY CONTROL
 LZ0556
 LZ0556  NGVD 29 (??/??/92)  369.710  (m)         1212.96   (f) ADJ UNCH    2 0
 LZ0556
 LZ0556.Superseded values are not recommended for survey control.
 LZ0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0556.See file dsdata.txt to determine how the superseded data were derived.
 LZ0556
 LZ0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM503283(NAD 83)
 LZ0556_MARKER: DB = BENCH MARK DISK
 LZ0556_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0556_SP_SET: CATCH BASIN
 LZ0556_STAMPING: D 354 1968
 LZ0556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0556
 LZ0556  HISTORY     - Date     Condition        Report By
 LZ0556  HISTORY     - 1968     MONUMENTED       CGS
 LZ0556
 LZ0556                          STATION DESCRIPTION
 LZ0556
 LZ0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ0556'0.9 MI W FROM TROY.
 LZ0556'0.9 MILE WEST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE IN
 LZ0556'TROY, SET IN THE APPROXIMATE CENTER OF THE BACKWALL OF A CATCH
 LZ0556'BASIN, 20 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY, 24 FEET
 LZ0556'NORTHWEST OF THE APPROXIMATE CENTER OF A DRIVEWAY, 56 FEET
 LZ0556'NORTHEAST OF POWER LINE POLE NO. 6 T 215 AND IS ABOUT LEVEL WITH
 LZ0556'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1281 ***********************************************************************
 LZ1281  DESIGNATION -  D 355
 LZ1281  PID         -  LZ1281
 LZ1281  STATE/COUNTY-  PA/CLINTON
 LZ1281  USGS QUAD   -  FARRANDSVILLE (1973)
 LZ1281
 LZ1281                         *CURRENT SURVEY CONTROL
 LZ1281  ___________________________________________________________________
 LZ1281* NAD 83(1986)-  41 14 26.     (N)    077 35 38.     (W)     SCALED    
 LZ1281* NAVD 88     -       194.654  (meters)     638.63   (feet)  ADJUSTED  
 LZ1281  ___________________________________________________________________
 LZ1281  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LZ1281  DYNAMIC HT  -         194.562 (meters)     638.33  (feet)  COMP
 LZ1281  MODELED GRAV-     980,148.1   (mgal)                       NAVD 88
 LZ1281
 LZ1281  VERT ORDER  -  SECOND    CLASS 0
 LZ1281
 LZ1281.The horizontal coordinates were scaled from a topographic map and have
 LZ1281.an estimated accuracy of +/- 6 seconds.
 LZ1281
 LZ1281.The orthometric height was determined by differential leveling
 LZ1281.and adjusted by the National Geodetic Survey in June 1991..
 LZ1281
 LZ1281.The geoid height was determined by GEOID03.
 LZ1281
 LZ1281.The dynamic height is computed by dividing the NAVD 88
 LZ1281.geopotential number by the normal gravity value computed on the
 LZ1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1281.degrees latitude (g = 980.6199 gals.).
 LZ1281
 LZ1281.The modeled gravity was interpolated from observed gravity values.
 LZ1281
 LZ1281;                    North         East    Units  Estimated Accuracy
 LZ1281;SPC PA N     -   119,270.      613,090.      MT  (+/- 180 meters Scaled)
 LZ1281
 LZ1281                          SUPERSEDED SURVEY CONTROL
 LZ1281
 LZ1281  NGVD 29 (??/??/92)  194.843  (m)          639.25   (f) ADJ UNCH    2 0
 LZ1281
 LZ1281.Superseded values are not recommended for survey control.
 LZ1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1281.See file dsdata.txt to determine how the superseded data were derived.
 LZ1281
 LZ1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL826687(NAD 83)
 LZ1281_MARKER: DD = SURVEY DISK
 LZ1281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1281_SP_SET: CULVERT
 LZ1281_STAMPING: D 355 1968
 LZ1281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1281
 LZ1281  HISTORY     - Date     Condition        Report By
 LZ1281  HISTORY     - 1968     MONUMENTED       PADH
 LZ1281  HISTORY     - 1968     GOOD             NGS
 LZ1281
 LZ1281                          STATION DESCRIPTION
 LZ1281
 LZ1281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ1281'7.8 MI SE FROM HYNER.
 LZ1281'ABOUT 7.85 MILES SOUTHEAST ALONG STATE HIGHWAY 120 FROM THE
 LZ1281'BRIDGE OVER THE SUSQUEHANNA RIVER IN HYNER, SET IN THE TOP
 LZ1281'OF THE NORTHWEST WINGWALL OF A LARGE ARCHED CULVERT, 105 FEET
 LZ1281'SOUTH OF A POWER LINE POLE, 34 FEET SOUTHEAST OF A DRIVEWAY,
 LZ1281'42 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND IS ABOUT
 LZ1281'5 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0078 ***********************************************************************
 LZ0078  CBN         -  This is a Cooperative Base Network Control Station.
 LZ0078  DESIGNATION -  D 356
 LZ0078  PID         -  LZ0078
 LZ0078  STATE/COUNTY-  PA/BRADFORD
 LZ0078  USGS QUAD   -  ROME (1978)
 LZ0078
 LZ0078                         *CURRENT SURVEY CONTROL
 LZ0078  ___________________________________________________________________
 LZ0078* NAD 83(1992)-  41 45 37.31528(N)    076 21 54.78679(W)     ADJUSTED  
 LZ0078* NAVD 88     -       288.815  (meters)     947.55   (feet)  ADJUSTED  
 LZ0078  ___________________________________________________________________
 LZ0078  X           -   1,123,253.699 (meters)                     COMP
 LZ0078  Y           -  -4,630,672.927 (meters)                     COMP
 LZ0078  Z           -   4,225,957.473 (meters)                     COMP
 LZ0078  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 LZ0078  ELLIP HEIGHT-         256.30  (meters)          (03/28/01) GPS OBS
 LZ0078  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 LZ0078  DYNAMIC HT  -         288.700 (meters)     947.18  (feet)  COMP
 LZ0078  MODELED GRAV-     980,217.2   (mgal)                       NAVD 88
 LZ0078
 LZ0078  HORZ ORDER  -  A
 LZ0078  VERT ORDER  -  SECOND    CLASS 0
 LZ0078  ELLP ORDER  -  THIRD     CLASS II
 LZ0078
 LZ0078.The horizontal coordinates were established by GPS observations
 LZ0078.and adjusted by the National Geodetic Survey in March 2001..
 LZ0078
 LZ0078.The orthometric height was determined by differential leveling
 LZ0078.and adjusted by the National Geodetic Survey in June 1991..
 LZ0078.WARNING-GPS observations at this control monument resulted in a GPS
 LZ0078.derived orthometric height which differed from the leveled height by
 LZ0078.more than one decimeter (0.1 meter).
 LZ0078
 LZ0078.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LZ0078
 LZ0078.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ0078
 LZ0078.The ellipsoidal height was determined by GPS observations
 LZ0078.and is referenced to NAD 83.
 LZ0078
 LZ0078.The geoid height was determined by GEOID03.
 LZ0078
 LZ0078.The dynamic height is computed by dividing the NAVD 88
 LZ0078.geopotential number by the normal gravity value computed on the
 LZ0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0078.degrees latitude (g = 980.6199 gals.).
 LZ0078
 LZ0078.The modeled gravity was interpolated from observed gravity values.
 LZ0078
 LZ0078;                    North         East     Units Scale Factor Converg.
 LZ0078;SPC PA N     -   177,909.472   715,151.826   MT  0.99997472   +0 54 57.9
 LZ0078;SPC PA N     -   583,691.33  2,346,293.95   sFT  0.99997472   +0 54 57.9
 LZ0078;UTM  18      - 4,624,071.019   386,511.404   MT  0.99975849   -0 54 33.7
 LZ0078
 LZ0078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ0078!SPC PA N     -   0.99995980  x   0.99997472  =   0.99993452
 LZ0078!UTM  18      -   0.99995980  x   0.99975849  =   0.99971830
 LZ0078
 LZ0078                          SUPERSEDED SURVEY CONTROL
 LZ0078
 LZ0078  NGVD 29 (??/??/92)  289.026  (m)          948.25   (f) ADJ UNCH    2 0
 LZ0078
 LZ0078.Superseded values are not recommended for survey control.
 LZ0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0078.See file dsdata.txt to determine how the superseded data were derived.
 LZ0078
 LZ0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM8651124071(NAD 83)
 LZ0078_MARKER: DB = BENCH MARK DISK
 LZ0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0078_STAMPING: D 356 1968
 LZ0078_MARK LOGO: CGS   
 LZ0078_PROJECTION: PROJECTING 8 CENTIMETERS
 LZ0078_MAGNETIC: N = NO MAGNETIC MATERIAL
 LZ0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0078+STABILITY: SURFACE MOTION
 LZ0078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LZ0078+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2002
 LZ0078
 LZ0078  HISTORY     - Date     Condition        Report By
 LZ0078  HISTORY     - 1968     MONUMENTED       CGS
 LZ0078  HISTORY     - 19920724 GOOD             USPSQD
 LZ0078  HISTORY     - 20000427 SEE DESCRIPTION  PADT
 LZ0078  HISTORY     - 20020625 GOOD             PADT
 LZ0078  HISTORY     - 20030915 POOR             PADT
 LZ0078
 LZ0078                          STATION DESCRIPTION
 LZ0078
 LZ0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ0078'2.9 MI SE FROM WYSOX.
 LZ0078'2.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE
 LZ0078'IN WYSOX, SET IN THE TOP OF A CONCRETE POST PROJECTING 1-INCH,
 LZ0078'22 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE DAM OF A SMALL
 LZ0078'LAKE, 27 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 22 FEET
 LZ0078'WEST OF THE APPROXIMATE CENTER OF A CROSSROAD, 6.0 FEET NORTH
 LZ0078'OF A POWER LINE POLE, 2.0 FEET NORTHEAST OF A METAL WITNESS
 LZ0078'SIGN AND IS ABOUT 1 FOOT BELOW THE HIGHWAY.
 LZ0078
 LZ0078                          STATION RECOVERY (1992)
 LZ0078
 LZ0078'RECOVERY NOTE BY US POWER SQUADRON 1992 (DEZ)
 LZ0078'RECOVERED IN GOOD CONDITION.
 LZ0078
 LZ0078                          STATION RECOVERY (2000)
 LZ0078
 LZ0078'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (JTK)
 LZ0078'CONCRETE BASE HAS BEEN STRUCK BY MOWER.
 LZ0078' 
 LZ0078'OWNERSHIP IS THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION
 LZ0078' 
 LZ0078'A GUY WIRE IS INTERFERING WITH EQUIPMENT SETUP OVER THE STATION.
 LZ0078' 
 LZ0078' 
 LZ0078' 
 LZ0078'
 LZ0078
 LZ0078                          STATION RECOVERY (2002)
 LZ0078
 LZ0078'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (ADR)
 LZ0078'RECOVERED IN GOOD CONDITION.
 LZ0078
 LZ0078                          STATION RECOVERY (2003)
 LZ0078
 LZ0078'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (JAG)
 LZ0078'NGS PUBLISHED ELEVATION WAS DETERMINED TO BE BAD BY PENNDOT.  A NEW
 LZ0078'LEVEL LINE FROM E 356 - L 53 - D 356 - KOONTZ RM 2 - KOONTZ - KOONTZ
 LZ0078'RM 1 WAS RUN.  NEW PENNDOT ELEVATION FOR D 356 IS 289.007 M (948.18
 LZ0078'FT).
 LZ0078' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0839 ***********************************************************************
 LZ0839  DESIGNATION -  D 357
 LZ0839  PID         -  LZ0839
 LZ0839  STATE/COUNTY-  PA/TIOGA
 LZ0839  USGS QUAD   -  MANSFIELD (1986)
 LZ0839
 LZ0839                         *CURRENT SURVEY CONTROL
 LZ0839  ___________________________________________________________________
 LZ0839* NAD 83(1986)-  41 45 29.     (N)    077 04 58.     (W)     SCALED    
 LZ0839* NAVD 88     -       360.026  (meters)    1181.19   (feet)  ADJUSTED  
 LZ0839  ___________________________________________________________________
 LZ0839  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LZ0839  DYNAMIC HT  -         359.875 (meters)    1180.69  (feet)  COMP
 LZ0839  MODELED GRAV-     980,192.1   (mgal)                       NAVD 88
 LZ0839
 LZ0839  VERT ORDER  -  SECOND    CLASS 0
 LZ0839
 LZ0839.The horizontal coordinates were scaled from a topographic map and have
 LZ0839.an estimated accuracy of +/- 6 seconds.
 LZ0839
 LZ0839.The orthometric height was determined by differential leveling
 LZ0839.and adjusted by the National Geodetic Survey in June 1991..
 LZ0839
 LZ0839.The geoid height was determined by GEOID03.
 LZ0839
 LZ0839.The dynamic height is computed by dividing the NAVD 88
 LZ0839.geopotential number by the normal gravity value computed on the
 LZ0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0839.degrees latitude (g = 980.6199 gals.).
 LZ0839
 LZ0839.The modeled gravity was interpolated from observed gravity values.
 LZ0839
 LZ0839;                    North         East    Units  Estimated Accuracy
 LZ0839;SPC PA N     -   176,950.      655,490.      MT  (+/- 180 meters Scaled)
 LZ0839
 LZ0839                          SUPERSEDED SURVEY CONTROL
 LZ0839
 LZ0839  NGVD 29 (??/??/92)  360.172  (m)         1181.66   (f) ADJ UNCH    2 0
 LZ0839
 LZ0839.Superseded values are not recommended for survey control.
 LZ0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0839.See file dsdata.txt to determine how the superseded data were derived.
 LZ0839
 LZ0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM268250(NAD 83)
 LZ0839_MARKER: DD = SURVEY DISK
 LZ0839_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0839_SP_SET: BRIDGE
 LZ0839_STAMPING: D 357 1968
 LZ0839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0839
 LZ0839  HISTORY     - Date     Condition        Report By
 LZ0839  HISTORY     - 1968     MONUMENTED       PADH
 LZ0839  HISTORY     - 1969     GOOD             NGS
 LZ0839  HISTORY     - 1977     GOOD             PADT
 LZ0839
 LZ0839                          STATION DESCRIPTION
 LZ0839
 LZ0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ0839'1 MI N FROM COVINGTON.
 LZ0839'1.0 MILE NORTH ALONG U.S. HIGHWAY 15 FROM THE POST OFFICE IN
 LZ0839'COVINGTON, SET IN THE TOP OF THE NORTHEAST WINGWALL OF A BRIDGE
 LZ0839'OVER TIOGA CREEK ON STATE HIGHWAY 660, 75 FEET WEST OF THE
 LZ0839'CENTERLINE OF U.S. HIGHWAY 15, 22 FEET NORTH OF THE CENTERLINE
 LZ0839'OF STATE HIGHWAY 660, AND IS ABOUT 1.0 FOOT ABOVE THE LEVEL
 LZ0839'OF THE HIGHWAY.
 LZ0839
 LZ0839                          STATION RECOVERY (1977)
 LZ0839
 LZ0839'RECOVERY NOTE BY PA DEPT OF TRANSP 1977
 LZ0839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1199 ***********************************************************************
 LZ1199  DESIGNATION -  D 358
 LZ1199  PID         -  LZ1199
 LZ1199  STATE/COUNTY-  PA/LYCOMING
 LZ1199  USGS QUAD   -  TROUT RUN (1973)
 LZ1199
 LZ1199                         *CURRENT SURVEY CONTROL
 LZ1199  ___________________________________________________________________
 LZ1199* NAD 83(1986)-  41 24 01.     (N)    077 03 45.     (W)     SCALED    
 LZ1199* NAVD 88     -       255.253  (meters)     837.44   (feet)  ADJUSTED  
 LZ1199  ___________________________________________________________________
 LZ1199  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LZ1199  DYNAMIC HT  -         255.143 (meters)     837.08  (feet)  COMP
 LZ1199  MODELED GRAV-     980,184.6   (mgal)                       NAVD 88
 LZ1199
 LZ1199  VERT ORDER  -  SECOND    CLASS 0
 LZ1199
 LZ1199.The horizontal coordinates were scaled from a topographic map and have
 LZ1199.an estimated accuracy of +/- 6 seconds.
 LZ1199
 LZ1199.The orthometric height was determined by differential leveling
 LZ1199.and adjusted by the National Geodetic Survey in June 1991..
 LZ1199
 LZ1199.The geoid height was determined by GEOID03.
 LZ1199
 LZ1199.The dynamic height is computed by dividing the NAVD 88
 LZ1199.geopotential number by the normal gravity value computed on the
 LZ1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1199.degrees latitude (g = 980.6199 gals.).
 LZ1199
 LZ1199.The modeled gravity was interpolated from observed gravity values.
 LZ1199
 LZ1199;                    North         East    Units  Estimated Accuracy
 LZ1199;SPC PA N     -   137,230.      657,490.      MT  (+/- 180 meters Scaled)
 LZ1199
 LZ1199                          SUPERSEDED SURVEY CONTROL
 LZ1199
 LZ1199  NGVD 29 (??/??/92)  255.471  (m)          838.16   (f) ADJ UNCH    2 0
 LZ1199
 LZ1199.Superseded values are not recommended for survey control.
 LZ1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1199.See file dsdata.txt to determine how the superseded data were derived.
 LZ1199
 LZ1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL275852(NAD 83)
 LZ1199_MARKER: DB = BENCH MARK DISK
 LZ1199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1199_SP_SET: CULVERT
 LZ1199_STAMPING: D 358 1969
 LZ1199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1199
 LZ1199  HISTORY     - Date     Condition        Report By
 LZ1199  HISTORY     - 1969     MONUMENTED       CGS
 LZ1199
 LZ1199                          STATION DESCRIPTION
 LZ1199
 LZ1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LZ1199'1.1 MI N FROM TROUT RUN.
 LZ1199'ABOUT 1.1 MILES NORTH ALONG U.S. HIGHWAY 15 FROM ITS JUNCTION
 LZ1199'WITH STATE HIGHWAY 14 IN TROUT RUN, SET IN THE TOP OF THE
 LZ1199'APPROXIMATE CENTER OF BACKWALL OF A BOX CULVERT, 20.3 FEET EAST
 LZ1199'OF THE CENTERLINE OF THE HIGHWAY, AND IS ABOUT LEVEL WITH THE
 LZ1199'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0051 ***********************************************************************
 LZ0051  DESIGNATION -  D 359
 LZ0051  PID         -  LZ0051
 LZ0051  STATE/COUNTY-  PA/BRADFORD
 LZ0051  USGS QUAD   -  MONROETON (1982)
 LZ0051
 LZ0051                         *CURRENT SURVEY CONTROL
 LZ0051  ___________________________________________________________________
 LZ0051* NAD 83(1986)-  41 44 31.     (N)    076 26 57.     (W)     SCALED    
 LZ0051* NAVD 88     -       230.179  (meters)     755.18   (feet)  ADJUSTED  
 LZ0051  ___________________________________________________________________
 LZ0051  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 LZ0051  DYNAMIC HT  -         230.085 (meters)     754.87  (feet)  COMP
 LZ0051  MODELED GRAV-     980,209.2   (mgal)                       NAVD 88
 LZ0051
 LZ0051  VERT ORDER  -  SECOND    CLASS 0
 LZ0051
 LZ0051.The horizontal coordinates were scaled from a topographic map and have
 LZ0051.an estimated accuracy of +/- 6 seconds.
 LZ0051
 LZ0051.The orthometric height was determined by differential leveling
 LZ0051.and adjusted by the National Geodetic Survey in June 1991..
 LZ0051
 LZ0051.The geoid height was determined by GEOID03.
 LZ0051
 LZ0051.The dynamic height is computed by dividing the NAVD 88
 LZ0051.geopotential number by the normal gravity value computed on the
 LZ0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0051.degrees latitude (g = 980.6199 gals.).
 LZ0051
 LZ0051.The modeled gravity was interpolated from observed gravity values.
 LZ0051
 LZ0051;                    North         East    Units  Estimated Accuracy
 LZ0051;SPC PA N     -   175,760.      708,200.      MT  (+/- 180 meters Scaled)
 LZ0051
 LZ0051                          SUPERSEDED SURVEY CONTROL
 LZ0051
 LZ0051  NGVD 29 (??/??/92)  230.381  (m)          755.84   (f) ADJ UNCH    2 0
 LZ0051
 LZ0051.Superseded values are not recommended for survey control.
 LZ0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0051.See file dsdata.txt to determine how the superseded data were derived.
 LZ0051
 LZ0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM794221(NAD 83)
 LZ0051_MARKER: DB = BENCH MARK DISK
 LZ0051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0051_SP_SET: BRIDGE
 LZ0051_STAMPING: D 359 1969
 LZ0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0051
 LZ0051  HISTORY     - Date     Condition        Report By
 LZ0051  HISTORY     - 1969     MONUMENTED       CGS
 LZ0051  HISTORY     - 1975     GOOD             PADT
 LZ0051
 LZ0051                          STATION DESCRIPTION
 LZ0051
 LZ0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LZ0051'1.8 MI S FROM TOWANDA.
 LZ0051'1.85 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE COURT HOUSE
 LZ0051'IN TOWANDA, 2.0 MILES NORTH ALONG U.S. HIGHWAY 220 FROM ITS
 LZ0051'JUNCTION WITH STATE HIGHWAY 414 IN MONROETON, 22 FEET NORTHWEST
 LZ0051'OF THE CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST
 LZ0051'WINGWALL OF A BRIDGE AND IS ABOUT LEVEL WITH THE HIGHWAY.
 LZ0051
 LZ0051                          STATION RECOVERY (1975)
 LZ0051
 LZ0051'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 LZ0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1389 ***********************************************************************
 KW1389  DESIGNATION -  D 36
 KW1389  PID         -  KW1389
 KW1389  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW1389  USGS QUAD   -  SUNBURY (1987)
 KW1389
 KW1389                         *CURRENT SURVEY CONTROL
 KW1389  ___________________________________________________________________
 KW1389* NAD 83(1986)-  40 48 04.     (N)    076 50 23.     (W)     SCALED    
 KW1389* NAVD 88     -       132.093  (meters)     433.38   (feet)  ADJUSTED  
 KW1389  ___________________________________________________________________
 KW1389  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 KW1389  DYNAMIC HT  -         132.033 (meters)     433.18  (feet)  COMP
 KW1389  MODELED GRAV-     980,173.8   (mgal)                       NAVD 88
 KW1389
 KW1389  VERT ORDER  -  FIRST     CLASS II
 KW1389
 KW1389.The horizontal coordinates were scaled from a topographic map and have
 KW1389.an estimated accuracy of +/- 6 seconds.
 KW1389
 KW1389.The orthometric height was determined by differential leveling
 KW1389.and adjusted by the National Geodetic Survey in June 1991..
 KW1389
 KW1389.The geoid height was determined by GEOID03.
 KW1389
 KW1389.The dynamic height is computed by dividing the NAVD 88
 KW1389.geopotential number by the normal gravity value computed on the
 KW1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1389.degrees latitude (g = 980.6199 gals.).
 KW1389
 KW1389.The modeled gravity was interpolated from observed gravity values.
 KW1389
 KW1389;                    North         East    Units  Estimated Accuracy
 KW1389;SPC PA N     -    70,860.      676,820.      MT  (+/- 180 meters Scaled)
 KW1389
 KW1389                          SUPERSEDED SURVEY CONTROL
 KW1389
 KW1389  NGVD 29 (??/??/??)  132.324  (m)          434.13   (f) ADJUSTED    1 2
 KW1389
 KW1389.Superseded values are not recommended for survey control.
 KW1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1389.See file dsdata.txt to determine how the superseded data were derived.
 KW1389
 KW1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL448183(NAD 83)
 KW1389_MARKER: DB = BENCH MARK DISK
 KW1389_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1389_SP_SET: PIER
 KW1389_STAMPING: D 36 1934
 KW1389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1389
 KW1389  HISTORY     - Date     Condition        Report By
 KW1389  HISTORY     - 1934     MONUMENTED       CGS
 KW1389  HISTORY     - 1941     GOOD             CGS
 KW1389  HISTORY     - 1966     GOOD             USGS
 KW1389  HISTORY     - 19980825 GOOD             PADT
 KW1389
 KW1389                          STATION DESCRIPTION
 KW1389
 KW1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1389'AT SELINSGROVE JUNCTION.
 KW1389'AT SELINSGROVE JUNCTION, ON THE LEWISTOWN BRANCH OF THE
 KW1389'PENNSYLVANIA RAILROAD, ABOUT 100 FEET WEST OF THE CENTERLINE OF
 KW1389'THE MAIN-LINE TRACK, AT THE BRIDGE OVER THE SUSQUEHANNA RIVER,
 KW1389'IN THE TOP OF THE NORTH END OF THE EAST PIER, 12 FEET NORTH OF
 KW1389'THE CENTERLINE OF THE TRACK, AND ABOUT 4-1/2 FEET LOWER THAN THE
 KW1389'TOP OF THE RAIL.  A STANDARD DISK, STAMPED D 36 1934.  5 MILES
 KW1389'SOUTH OF STATION AT SUNBURY.
 KW1389
 KW1389                          STATION RECOVERY (1966)
 KW1389
 KW1389'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KW1389'RECOVERED IN GOOD CONDITION.
 KW1389
 KW1389                          STATION RECOVERY (1998)
 KW1389
 KW1389'RECOVERY NOTE BY PA DEPT OF TRANSP 1998 (CIH)
 KW1389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0346 ***********************************************************************
 LZ0346  DESIGNATION -  D 360
 LZ0346  PID         -  LZ0346
 LZ0346  STATE/COUNTY-  PA/LYCOMING
 LZ0346  USGS QUAD   -  SONESTOWN (1981)
 LZ0346
 LZ0346                         *CURRENT SURVEY CONTROL
 LZ0346  ___________________________________________________________________
 LZ0346* NAD 83(1986)-  41 18 51.     (N)    076 36 56.     (W)     SCALED    
 LZ0346* NAVD 88     -       237.577  (meters)     779.45   (feet)  ADJUSTED  
 LZ0346  ___________________________________________________________________
 LZ0346  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LZ0346  DYNAMIC HT  -         237.476 (meters)     779.12  (feet)  COMP
 LZ0346  MODELED GRAV-     980,192.5   (mgal)                       NAVD 88
 LZ0346
 LZ0346  VERT ORDER  -  SECOND    CLASS 0
 LZ0346
 LZ0346.The horizontal coordinates were scaled from a topographic map and have
 LZ0346.an estimated accuracy of +/- 6 seconds.
 LZ0346
 LZ0346.The orthometric height was determined by differential leveling
 LZ0346.and adjusted by the National Geodetic Survey in June 1991..
 LZ0346
 LZ0346.The geoid height was determined by GEOID03.
 LZ0346
 LZ0346.The dynamic height is computed by dividing the NAVD 88
 LZ0346.geopotential number by the normal gravity value computed on the
 LZ0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0346.degrees latitude (g = 980.6199 gals.).
 LZ0346
 LZ0346.The modeled gravity was interpolated from observed gravity values.
 LZ0346
 LZ0346;                    North         East    Units  Estimated Accuracy
 LZ0346;SPC PA N     -   128,060.      694,990.      MT  (+/- 180 meters Scaled)
 LZ0346
 LZ0346                          SUPERSEDED SURVEY CONTROL
 LZ0346
 LZ0346  NGVD 29 (??/??/92)  237.767  (m)          780.07   (f) ADJ UNCH    2 0
 LZ0346
 LZ0346.Superseded values are not recommended for survey control.
 LZ0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0346.See file dsdata.txt to determine how the superseded data were derived.
 LZ0346
 LZ0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL647748(NAD 83)
 LZ0346_MARKER: DD = SURVEY DISK
 LZ0346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0346_SP_SET: BRIDGE
 LZ0346_STAMPING: D 360 1969
 LZ0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0346
 LZ0346  HISTORY     - Date     Condition        Report By
 LZ0346  HISTORY     - 1969     MONUMENTED       PADH
 LZ0346  HISTORY     - 1969     GOOD             NGS
 LZ0346
 LZ0346                          STATION DESCRIPTION
 LZ0346
 LZ0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ0346'3.1 MI SW FROM MUNCY VALLEY.
 LZ0346'ABOUT 3.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 220 FROM THE POST
 LZ0346'OFFICE IN MUNCY VALLEY, 0.05 MILE NORTH OF U.S. HIGHWAY 220, 16
 LZ0346'FEET EAST OF THE CENTERLINE OF A ASPHALT ROAD, SET IN THE TOP
 LZ0346'OF THE SOUTHEAST WINGWALL OF A BRIDGE OVER MUNCY CREEK AND IS
 LZ0346'ABOUT 10 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1563 ***********************************************************************
 KV1563  DESIGNATION -  D 361
 KV1563  PID         -  KV1563
 KV1563  STATE/COUNTY-  PA/MONROE
 KV1563  USGS QUAD   -  BRODHEADSVILLE (1992)
 KV1563
 KV1563                         *CURRENT SURVEY CONTROL
 KV1563  ___________________________________________________________________
 KV1563* NAD 83(1986)-  40 54 42.     (N)    075 27 23.     (W)     SCALED    
 KV1563* NAVD 88     -       210.566  (meters)     690.83   (feet)  ADJUSTED  
 KV1563  ___________________________________________________________________
 KV1563  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KV1563  DYNAMIC HT  -         210.464 (meters)     690.50  (feet)  COMP
 KV1563  MODELED GRAV-     980,135.8   (mgal)                       NAVD 88
 KV1563
 KV1563  VERT ORDER  -  SECOND    CLASS 0
 KV1563
 KV1563.The horizontal coordinates were scaled from a topographic map and have
 KV1563.an estimated accuracy of +/- 6 seconds.
 KV1563
 KV1563.The orthometric height was determined by differential leveling
 KV1563.and adjusted by the National Geodetic Survey in June 1991..
 KV1563
 KV1563.The geoid height was determined by GEOID03.
 KV1563
 KV1563.The dynamic height is computed by dividing the NAVD 88
 KV1563.geopotential number by the normal gravity value computed on the
 KV1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1563.degrees latitude (g = 980.6199 gals.).
 KV1563
 KV1563.The modeled gravity was interpolated from observed gravity values.
 KV1563
 KV1563;                    North         East    Units  Estimated Accuracy
 KV1563;SPC PA N     -    85,290.      793,210.      MT  (+/- 180 meters Scaled)
 KV1563
 KV1563                          SUPERSEDED SURVEY CONTROL
 KV1563
 KV1563  NGVD 29 (??/??/??)  210.756  (m)          691.46   (f) ADJUSTED    2 0
 KV1563
 KV1563.Superseded values are not recommended for survey control.
 KV1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1563.See file dsdata.txt to determine how the superseded data were derived.
 KV1563
 KV1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL615290(NAD 83)
 KV1563_MARKER: DB = BENCH MARK DISK
 KV1563_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1563_SP_SET: CONCRETE SLAB
 KV1563_STAMPING: D 361 1969
 KV1563_MARK LOGO: CGS   
 KV1563_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1563_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1563+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2006
 KV1563
 KV1563  HISTORY     - Date     Condition        Report By
 KV1563  HISTORY     - 1969     MONUMENTED       CGS
 KV1563  HISTORY     - 19970201 GOOD             NGS
 KV1563  HISTORY     - 20060412 GOOD             PADT
 KV1563
 KV1563                          STATION DESCRIPTION
 KV1563
 KV1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 KV1563'1 MI W FROM GILBERT.
 KV1563'ABOUT 0.95 MILE WEST ALONG U.S. HIGHWAY 209 FROM THE POST OFFICE
 KV1563'IN GILBERT, 48 FEET EAST OF THE NORTHEAST CORNER OF THE GREEN
 KV1563'GABLES RESTAURANT AND BAR, 40 FEET SOUTH OF THE CENTERLINE OF
 KV1563'THE HIGHWAY, 11 FEET SOUTH OF A POWERLINE POLE, 4.5 FEET
 KV1563'NORTHEAST OF THE EAST END OF A ROCK WALL, 1.8 FEET SOUTHEAST OF
 KV1563'THE NORTHWEST CORNER OF THE CONCRETE SLAB, SET IN THE TOP OF A
 KV1563'6 X 6 FOOT CONCRETE SLAB PROJECTING 2 FEET AND IS ABOUT 2 FEET
 KV1563'ABOVE THE LEVEL OF THE HIGHWAY.
 KV1563
 KV1563                          STATION RECOVERY (1997)
 KV1563
 KV1563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997
 KV1563'RECOVERED AS DESCRIBED.
 KV1563
 KV1563                          STATION RECOVERY (2006)
 KV1563
 KV1563'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (DL)
 KV1563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0163 ***********************************************************************
 ND0163  CBN         -  This is a Cooperative Base Network Control Station.
 ND0163  TIDAL BM    -  This is a Tidal Bench Mark.
 ND0163  DESIGNATION -  D 362
 ND0163  PID         -  ND0163
 ND0163  STATE/COUNTY-  PA/ERIE
 ND0163  USGS QUAD   -  ERIE NORTH (1996)
 ND0163
 ND0163                         *CURRENT SURVEY CONTROL
 ND0163  ___________________________________________________________________
 ND0163* NAD 83(1997)-  42 09 11.31355(N)    080 04 42.43664(W)     ADJUSTED  
 ND0163* NAVD 88     -       175.524  (meters)     575.87   (feet)  ADJUSTED  
 ND0163  ___________________________________________________________________
 ND0163  X           -     815,959.593 (meters)                     COMP
 ND0163  Y           -  -4,664,879.884 (meters)                     COMP
 ND0163  Z           -   4,258,324.067 (meters)                     COMP
 ND0163  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 ND0163  ELLIP HEIGHT-         140.59  (meters)          (03/28/01) GPS OBS
 ND0163  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 ND0163  DYNAMIC HT  -         175.463 (meters)     575.66  (feet)  COMP
 ND0163  MODELED GRAV-     980,268.6   (mgal)                       NAVD 88
 ND0163
 ND0163  HORZ ORDER  -  A
 ND0163  VERT ORDER  -  FIRST     CLASS II
 ND0163  ELLP ORDER  -  THIRD     CLASS II
 ND0163
 ND0163.The horizontal coordinates were established by GPS observations
 ND0163.and adjusted by the National Geodetic Survey in May 1999..
 ND0163
 ND0163.The orthometric height was determined by differential leveling
 ND0163.and adjusted by the National Geodetic Survey in June 1991..
 ND0163
 ND0163.This Tidal Bench Mark is designated as VM 12811
 ND0163.by the Center for Operational Oceanographic Products and Services.
 ND0163
 ND0163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ND0163
 ND0163.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0163
 ND0163.The ellipsoidal height was determined by GPS observations
 ND0163.and is referenced to NAD 83.
 ND0163
 ND0163.The geoid height was determined by GEOID03.
 ND0163
 ND0163.The dynamic height is computed by dividing the NAVD 88
 ND0163.geopotential number by the normal gravity value computed on the
 ND0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0163.degrees latitude (g = 980.6199 gals.).
 ND0163
 ND0163.The modeled gravity was interpolated from observed gravity values.
 ND0163
 ND0163;                    North         East     Units Scale Factor Converg.
 ND0163;SPC PA N     -   223,202.669   407,564.628   MT  1.00003929   -1 32 25.3
 ND0163;SPC PA N     -   732,290.76  1,337,151.62   sFT  1.00003929   -1 32 25.3
 ND0163;UTM  17      - 4,667,190.645   576,137.260   MT  0.99967133   +0 37 06.6
 ND0163
 ND0163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ND0163!SPC PA N     -   0.99997795  x   1.00003929  =   1.00001724
 ND0163!UTM  17      -   0.99997795  x   0.99967133  =   0.99964929
 ND0163
 ND0163                          SUPERSEDED SURVEY CONTROL
 ND0163
 ND0163  ELLIP H (05/25/99)  140.61   (m)                       GP(       ) 3 1
 ND0163  NAVD 88 (05/25/99)  175.53   (m)          575.9    (f) LEVELING    3  
 ND0163  NGVD 29 (06/03/92)  175.703  (m)          576.45   (f) ADJUSTED    1 2
 ND0163
 ND0163.Superseded values are not recommended for survey control.
 ND0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0163.See file dsdata.txt to determine how the superseded data were derived.
 ND0163
 ND0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7613767191(NAD 83)
 ND0163_MARKER: F = FLANGE-ENCASED ROD
 ND0163_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ND0163_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 ND0163_STAMPING: D 362 1981
 ND0163_MARK LOGO: NGS   
 ND0163_PROJECTION: FLUSH
 ND0163_MAGNETIC: N = NO MAGNETIC MATERIAL
 ND0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ND0163+SATELLITE: SATELLITE OBSERVATIONS - 2003
 ND0163_ROD/PIPE-DEPTH: 15.2 meters
 ND0163_SLEEVE-DEPTH  : 6.1 meters
 ND0163
 ND0163  HISTORY     - Date     Condition        Report By
 ND0163  HISTORY     - 1981     MONUMENTED       NGS
 ND0163  HISTORY     - 1983     GOOD             NGS
 ND0163  HISTORY     - 19940712 GOOD             NOS
 ND0163  HISTORY     - 19960921 GOOD             USPSQD
 ND0163  HISTORY     - 19970611 GOOD             NOS
 ND0163  HISTORY     - 20000508 GOOD             NGS
 ND0163  HISTORY     - 20010816 GOOD             PADT
 ND0163  HISTORY     - 2003     GOOD             PADT
 ND0163
 ND0163                          STATION DESCRIPTION
 ND0163
 ND0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ND0163'IN PRESQUE ISLE.
 ND0163'ON PRESQUE ISLE, AT THE U.S. COAST GUARD STATION, 24.58 METERS
 ND0163'(80.5 FT) NORTH OF THE SOUTH CORNER POST OF A CHAIN LINK FENCE,
 ND0163'19.60 METERS (64.3 FT) EAST OF THE EAST CORNER OF A SMALL METAL
 ND0163'BUILDING, 2.62 METERS (8.6 FT) SOUTH OF THE WEST CORNER OF THE BASE OF
 ND0163'THE FLAGPOLE, 2.44 METERS (8.0 FT) WEST OF THE SOUTH CORNER OF THE
 ND0163'BASE OF THE FLAGPOLE.
 ND0163'THE MARK IS ABOVE LEVEL WITH BASE OF FLAGPOLE.
 ND0163
 ND0163                          STATION RECOVERY (1994)
 ND0163
 ND0163'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 ND0163'ON PRESQUE ISLE, AT THE U.S.  COAST GUARD STATION, 24.58 METERS (80.64
 ND0163'FT) NORTH OF THE SOUTH CORNER POST OF A CHAIN LINK FENCE 2.62 METERS
 ND0163'(8.60 FT) SOUTH OF THE WEST CORNER OF THE BASE OF THE FLAGPOLE, 2.44
 ND0163'METERS (8.01 FT) WEST OF THE SOUTH CORNER OF THE BASE OF THE FLAGPOLE.
 ND0163
 ND0163                          STATION RECOVERY (1996)
 ND0163
 ND0163'RECOVERY NOTE BY US POWER SQUADRON 1996
 ND0163'RECOVERED IN GOOD CONDITION.
 ND0163
 ND0163                          STATION RECOVERY (1997)
 ND0163
 ND0163'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (CAP)
 ND0163'ON PRESQUE ISLE, AT THE U.S.  COAST GUARD STATION, 24.58 METERS (80.64
 ND0163'FT) NORTH OF THE SOUTH CORNER POST OF A CHAIN LINK FENCE 2.62 METERS
 ND0163'(8.60 FT) SOUTH OF THE WEST CORNER OF THE BASE OF THE FLAGPOLE, 2.44
 ND0163'METERS (8.01 FT) WEST OF THE SOUTH CORNER OF THE BASE OF THE FLAGPOLE
 ND0163'WITH ALUMINUM ACCESS COVER STAMPED D 362 1981 FLUSH WITH THE GROUND.
 ND0163
 ND0163                          STATION RECOVERY (2000)
 ND0163
 ND0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 ND0163'RECOVERED AS DESCRIBED.
 ND0163
 ND0163                          STATION RECOVERY (2001)
 ND0163
 ND0163'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DTB)
 ND0163'RECOVERED AS DESCRIBED.
 ND0163' 
 ND0163' 
 ND0163'
 ND0163
 ND0163                          STATION RECOVERY (2003)
 ND0163
 ND0163'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (CIH)
 ND0163'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2871 ***********************************************************************
 KV2871  DESIGNATION -  D 362
 KV2871  PID         -  KV2871
 KV2871  STATE/COUNTY-  PA/MONROE
 KV2871  USGS QUAD   -  STROUDSBURG (1975)
 KV2871
 KV2871                         *CURRENT SURVEY CONTROL
 KV2871  ___________________________________________________________________
 KV2871* NAD 83(1986)-  40 59 34.     (N)    075 08 32.     (W)     SCALED    
 KV2871* NAVD 88     -       102.356  (meters)     335.81   (feet)  ADJUSTED  
 KV2871  ___________________________________________________________________
 KV2871  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KV2871  DYNAMIC HT  -         102.310 (meters)     335.66  (feet)  COMP
 KV2871  MODELED GRAV-     980,177.9   (mgal)                       NAVD 88
 KV2871
 KV2871  VERT ORDER  -  FIRST     CLASS II
 KV2871
 KV2871.The horizontal coordinates were scaled from a topographic map and have
 KV2871.an estimated accuracy of +/- 6 seconds.
 KV2871
 KV2871.The orthometric height was determined by differential leveling
 KV2871.and adjusted by the National Geodetic Survey in June 1991..
 KV2871
 KV2871.The geoid height was determined by GEOID03.
 KV2871
 KV2871.The dynamic height is computed by dividing the NAVD 88
 KV2871.geopotential number by the normal gravity value computed on the
 KV2871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2871.degrees latitude (g = 980.6199 gals.).
 KV2871
 KV2871.The modeled gravity was interpolated from observed gravity values.
 KV2871
 KV2871;                    North         East    Units  Estimated Accuracy
 KV2871;SPC PA N     -    95,050.      819,390.      MT  (+/- 180 meters Scaled)
 KV2871
 KV2871                          SUPERSEDED SURVEY CONTROL
 KV2871
 KV2871.No superseded survey control is available for this station.
 KV2871
 KV2871_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL880379(NAD 83)
 KV2871_MARKER: DB = BENCH MARK DISK
 KV2871_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2871_SP_SET: BRIDGE PIER
 KV2871_STAMPING: D 362 1978
 KV2871_MARK LOGO: NGS   
 KV2871_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV2871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2871
 KV2871  HISTORY     - Date     Condition        Report By
 KV2871  HISTORY     - 1978     MONUMENTED       NGS
 KV2871  HISTORY     - 19990901 GOOD             PADT
 KV2871  HISTORY     - 19991001 GOOD             PADT
 KV2871
 KV2871                          STATION DESCRIPTION
 KV2871
 KV2871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2871'2.5 MI EAST FROM EAST STROUDSBURG.
 KV2871'2.5 MILES EAST ALONG INTERSTATE HIGHWAY 80 FROM THE JUNCTION OF
 KV2871'THE ERIE LACKAWANNA RAILROAD AT EAST STROUDSBURG, DIRECTLY NORTH
 KV2871'OF DELAWARE WATER GAP, AT THE WESTBOUND ENTRANCE RAMP BRIDGE OVER
 KV2871'THE HIGHWAY, 24.5 FEET SOUTHWEST OF THE CENTER LINE OF THE EAST-
 KV2871'BOUND LANES, SET VERTICALLY IN THE NORTHWEST FACE OF THE NORTHWEST
 KV2871'ONE OF FOUR CONCRETE PIERS SUPPORTING THE BRIDGE, ALSO 0.6 MILE
 KV2871'NORTH ALONG BROAD STREET AND THE INTERSTATE HIGHWAY 80 EXIT RAMP
 KV2871'FROM THE JUNCTION OF STATE HIGHWAY 611 AT DELAWARE WATER GAP.
 KV2871
 KV2871                          STATION RECOVERY (1999)
 KV2871
 KV2871'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (HR)
 KV2871'RECOVERED AS DESCRIBED.
 KV2871
 KV2871                          STATION RECOVERY (1999)
 KV2871
 KV2871'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (SQ)
 KV2871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1719 ***********************************************************************
 MB1719  DESIGNATION -  D 363
 MB1719  PID         -  MB1719
 MB1719  STATE/COUNTY-  PA/ERIE
 MB1719  USGS QUAD   -  ALBION (1990)
 MB1719
 MB1719                         *CURRENT SURVEY CONTROL
 MB1719  ___________________________________________________________________
 MB1719* NAD 83(1986)-  41 59 39.     (N)    080 20 17.     (W)     SCALED    
 MB1719* NAVD 88     -       227.021  (meters)     744.82   (feet)  ADJUSTED  
 MB1719  ___________________________________________________________________
 MB1719  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 MB1719  DYNAMIC HT  -         226.938 (meters)     744.55  (feet)  COMP
 MB1719  MODELED GRAV-     980,252.9   (mgal)                       NAVD 88
 MB1719
 MB1719  VERT ORDER  -  FIRST     CLASS II
 MB1719
 MB1719.The horizontal coordinates were scaled from a topographic map and have
 MB1719.an estimated accuracy of +/- 6 seconds.
 MB1719
 MB1719.The orthometric height was determined by differential leveling
 MB1719.and adjusted by the National Geodetic Survey in June 1991..
 MB1719
 MB1719.The geoid height was determined by GEOID03.
 MB1719
 MB1719.The dynamic height is computed by dividing the NAVD 88
 MB1719.geopotential number by the normal gravity value computed on the
 MB1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1719.degrees latitude (g = 980.6199 gals.).
 MB1719
 MB1719.The modeled gravity was interpolated from observed gravity values.
 MB1719
 MB1719;                    North         East    Units  Estimated Accuracy
 MB1719;SPC PA N     -   206,160.      385,590.      MT  (+/- 180 meters Scaled)
 MB1719
 MB1719                          SUPERSEDED SURVEY CONTROL
 MB1719
 MB1719  NGVD 29 (06/03/92)  227.214  (m)          745.45   (f) ADJUSTED    1 2
 MB1719
 MB1719.Superseded values are not recommended for survey control.
 MB1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1719.See file dsdata.txt to determine how the superseded data were derived.
 MB1719
 MB1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG548493(NAD 83)
 MB1719_MARKER: I = METAL ROD
 MB1719_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1719_SP_SET: STAINLESS STEEL ROD
 MB1719_STAMPING: D 363 1981
 MB1719_MARK LOGO: NGS   
 MB1719_PROJECTION: FLUSH
 MB1719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1719_ROD/PIPE-DEPTH: 12.2 meters
 MB1719
 MB1719  HISTORY     - Date     Condition        Report By
 MB1719  HISTORY     - 1981     MONUMENTED       NGS
 MB1719
 MB1719                          STATION DESCRIPTION
 MB1719
 MB1719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1719'1.6 KM (1.0 MI) SW FROM GIRARD.
 MB1719'1.6 KILOMETERS (1.0 MILE) SOUTHWEST ALONG US HIGHWAY 20 FROM THE
 MB1719'JUNCTION OF STATE HIGHWAY 18 NORTH (RICE AVENUE) IN GIRARD TO THE
 MB1719'PENNSYLVANIA STATE POLICE STATION AND THE MARK ON THE RIGHT, THE MARK
 MB1719'IS NEAR THE SOUTHWEST CORNER OF THE BUILDING, 71.93 METERS (226.0
 MB1719'FEET) NORTH OF THE CENTER LINE OF THE SOUTHWESTBOUND LANE OF THE
 MB1719'HIGHWAY, 37.18 METERS (122.0 FEET) NORTH-NORTHEAST OF POWER POLE
 MB1719'NUMBER 3852,L2120 WITH A TELEPHONE CABLE JUNCTION BOX, 17.68 METERS
 MB1719'(58.0 FEET) WEST OF THE CENTER OF THE MAIN ENTRANCE DOOR OF THE
 MB1719'BUILDING AND 1.86 METERS (6.1 FEET) SOUTHWEST OF THE SOUTHWEST CORNER
 MB1719'OF THE BUILDING.
 MB1719'THE MARK IS 0.50 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2895 ***********************************************************************
 KV2895  DESIGNATION -  D 363
 KV2895  PID         -  KV2895
 KV2895  STATE/COUNTY-  PA/NORTHAMPTON
 KV2895  USGS QUAD   -  BANGOR (1994)
 KV2895
 KV2895                         *CURRENT SURVEY CONTROL
 KV2895  ___________________________________________________________________
 KV2895* NAD 83(1986)-  40 48 49.     (N)    075 14 28.     (W)     SCALED    
 KV2895* NAVD 88     -       219.899  (meters)     721.45   (feet)  ADJUSTED  
 KV2895  ___________________________________________________________________
 KV2895  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KV2895  DYNAMIC HT  -         219.796 (meters)     721.11  (feet)  COMP
 KV2895  MODELED GRAV-     980,149.6   (mgal)                       NAVD 88
 KV2895
 KV2895  VERT ORDER  -  FIRST     CLASS II
 KV2895
 KV2895.The horizontal coordinates were scaled from a topographic map and have
 KV2895.an estimated accuracy of +/- 6 seconds.
 KV2895
 KV2895.The orthometric height was determined by differential leveling
 KV2895.and adjusted by the National Geodetic Survey in June 1991..
 KV2895
 KV2895.The geoid height was determined by GEOID03.
 KV2895
 KV2895.The dynamic height is computed by dividing the NAVD 88
 KV2895.geopotential number by the normal gravity value computed on the
 KV2895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2895.degrees latitude (g = 980.6199 gals.).
 KV2895
 KV2895.The modeled gravity was interpolated from observed gravity values.
 KV2895
 KV2895;                    North         East    Units  Estimated Accuracy
 KV2895;SPC PA S     -   167,370.      811,650.      MT  (+/- 180 meters Scaled)
 KV2895
 KV2895                          SUPERSEDED SURVEY CONTROL
 KV2895
 KV2895.No superseded survey control is available for this station.
 KV2895
 KV2895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL796180(NAD 83)
 KV2895_MARKER: DB = BENCH MARK DISK
 KV2895_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2895_SP_SET: STAINLESS STEEL ROD
 KV2895_STAMPING: D 363 1978
 KV2895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2895
 KV2895  HISTORY     - Date     Condition        Report By
 KV2895  HISTORY     - 1978     MONUMENTED       NGS
 KV2895  HISTORY     - 19940602 GOOD             USPSQD
 KV2895
 KV2895                          STATION DESCRIPTION
 KV2895
 KV2895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2895'1.95 MI NE FROM EDELMAN.
 KV2895'1.95 MILES NORTHEAST ALONG STATE HIGHWAY 191 FROM THE CROSSING
 KV2895'OF THE ERIE LACKAWANNA RAILROAD AT EDELMAN.  23 FEET WEST OF THE
 KV2895'CENTER LINE OF HIGHWAY 191, 43 FEET WEST AND ACROSS THE HIGHWAY
 KV2895'FROM POWER POLE NUMBER B 140, 6 FEET NORTH-NORTHWEST OF A SPEED
 KV2895'LIMIT SIGN, 2 FEET SOUTH OF POWER POLE NUMBER 69442.
 KV2895
 KV2895                          STATION RECOVERY (1994)
 KV2895
 KV2895'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV2895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2107 ***********************************************************************
 LY2107  DESIGNATION -  D 364
 LY2107  PID         -  LY2107
 LY2107  STATE/COUNTY-  PA/PIKE
 LY2107  USGS QUAD   -  FLATBROOKVILLE (1997)
 LY2107
 LY2107                         *CURRENT SURVEY CONTROL
 LY2107  ___________________________________________________________________
 LY2107* NAD 83(1986)-  41 06 07.     (N)    074 59 24.     (W)     SCALED    
 LY2107* NAVD 88     -       113.331  (meters)     371.82   (feet)  ADJUSTED  
 LY2107  ___________________________________________________________________
 LY2107  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 LY2107  DYNAMIC HT  -         113.282 (meters)     371.66  (feet)  COMP
 LY2107  MODELED GRAV-     980,190.3   (mgal)                       NAVD 88
 LY2107
 LY2107  VERT ORDER  -  FIRST     CLASS II
 LY2107
 LY2107.The horizontal coordinates were scaled from a topographic map and have
 LY2107.an estimated accuracy of +/- 6 seconds.
 LY2107
 LY2107.The orthometric height was determined by differential leveling
 LY2107.and adjusted by the National Geodetic Survey in June 1991..
 LY2107
 LY2107.The geoid height was determined by GEOID03.
 LY2107
 LY2107.The dynamic height is computed by dividing the NAVD 88
 LY2107.geopotential number by the normal gravity value computed on the
 LY2107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2107.degrees latitude (g = 980.6199 gals.).
 LY2107
 LY2107.The modeled gravity was interpolated from observed gravity values.
 LY2107
 LY2107;                    North         East    Units  Estimated Accuracy
 LY2107;SPC PA N     -   107,560.      831,810.      MT  (+/- 180 meters Scaled)
 LY2107
 LY2107                          SUPERSEDED SURVEY CONTROL
 LY2107
 LY2107.No superseded survey control is available for this station.
 LY2107
 LY2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL008500(NAD 83)
 LY2107_MARKER: DV = VERTICAL CONTROL DISK
 LY2107_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2107_SP_SET: STAINLESS STEEL ROD
 LY2107_STAMPING: D 364 1978
 LY2107_MARK LOGO: NGS   
 LY2107_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2107_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY2107+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1995
 LY2107
 LY2107  HISTORY     - Date     Condition        Report By
 LY2107  HISTORY     - 1978     MONUMENTED       NGS
 LY2107  HISTORY     - 1987     GOOD             USPSQD
 LY2107  HISTORY     - 19950105 GOOD             NJGS
 LY2107
 LY2107                          STATION DESCRIPTION
 LY2107
 LY2107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LY2107'0.9 MI NE FROM BUSHKILL.
 LY2107'0.9 MILE NORTHEAST ALONG STATE HIGHWAY 209 FROM THE CHURCH OF
 LY2107'BUSHKILL AT BUSHKILL, 42 FEET WEST OF THE CENTER LINE OF STATE
 LY2107'HIGHWAY 209, 100 FEET SOUTH OF A DIRT DRIVEWAY, 53 FEET SOUTHWEST
 LY2107'OF CENTER OF A CULVERT, 3.5 FEET WEST OF POWER POLE ME 33  239.
 LY2107
 LY2107                          STATION RECOVERY (1987)
 LY2107
 LY2107'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 LY2107'RECOVERED IN GOOD CONDITION.
 LY2107
 LY2107                          STATION RECOVERY (1995)
 LY2107
 LY2107'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 LY2107'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3963 ***********************************************************************
 JV3963  DESIGNATION -  D 365
 JV3963  PID         -  JV3963
 JV3963  STATE/COUNTY-  PA/FRANKLIN
 JV3963  USGS QUAD   -  CHAMBERSBURG (1990)
 JV3963
 JV3963                         *CURRENT SURVEY CONTROL
 JV3963  ___________________________________________________________________
 JV3963* NAD 83(1986)-  39 53 39.     (N)    077 40 35.     (W)     SCALED    
 JV3963* NAVD 88     -       189.289  (meters)     621.03   (feet)  ADJUSTED  
 JV3963  ___________________________________________________________________
 JV3963  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 JV3963  DYNAMIC HT  -         189.180 (meters)     620.67  (feet)  COMP
 JV3963  MODELED GRAV-     980,047.5   (mgal)                       NAVD 88
 JV3963
 JV3963  VERT ORDER  -  FIRST     CLASS II
 JV3963
 JV3963.The horizontal coordinates were scaled from a topographic map and have
 JV3963.an estimated accuracy of +/- 6 seconds.
 JV3963
 JV3963.The orthometric height was determined by differential leveling
 JV3963.and adjusted by the National Geodetic Survey in June 1991..
 JV3963
 JV3963.The geoid height was determined by GEOID03.
 JV3963
 JV3963.The dynamic height is computed by dividing the NAVD 88
 JV3963.geopotential number by the normal gravity value computed on the
 JV3963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3963.degrees latitude (g = 980.6199 gals.).
 JV3963
 JV3963.The modeled gravity was interpolated from observed gravity values.
 JV3963
 JV3963;                    North         East    Units  Estimated Accuracy
 JV3963;SPC PA S     -    62,280.      606,300.      MT  (+/- 180 meters Scaled)
 JV3963
 JV3963                          SUPERSEDED SURVEY CONTROL
 JV3963
 JV3963.No superseded survey control is available for this station.
 JV3963
 JV3963_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK711194(NAD 83)
 JV3963_MARKER: DB = BENCH MARK DISK
 JV3963_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JV3963_SP_SET: STAINLESS STEEL ROD
 JV3963_STAMPING: D 365 1979
 JV3963_PROJECTION: FLUSH
 JV3963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3963_ROD/PIPE-DEPTH: 1.52 meters
 JV3963
 JV3963  HISTORY     - Date     Condition        Report By
 JV3963  HISTORY     - 1979     MONUMENTED       NGS
 JV3963
 JV3963                          STATION DESCRIPTION
 JV3963
 JV3963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JV3963'2.5 MI SOUTH FROM CHAMBERSBURG.
 JV3963'2.5 MILES SOUTH ALONG U.S. HIGHWAY 11 FROM THE JUNCTION OF U.S
 JV3963'HIGHWAY 11 AND GARFIELD STREET IN CHAMBERSBURG TO THE MARK ON THE
 JV3963'LEFT, 74 FEET NORTH OF THE NORTH CORNER OF AN EXXON SERVICE STATION,
 JV3963'37.5 FEET EAST SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 28.5
 JV3963'FEET SOUTH SOUTHWEST OF A COURTESY BUS SHELTER, 6 FEET NORTH OF A
 JV3963'LIGHT POLE, AND 1.5 FEET EAST SOUTHEAST OF POWER POLE NUMBER W4727
 JV3963'WITH A STREET LIGHT, ROD DRIVEN TO REFUSAL.
 JV3963'THE MARK IS 1 FT  N FROM A WITNESS POST.
 JV3963'THE MARK IS 1 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2693 ***********************************************************************
 KW2693  DESIGNATION -  D 366
 KW2693  PID         -  KW2693
 KW2693  STATE/COUNTY-  PA/CUMBERLAND
 KW2693  USGS QUAD   -  LEMOYNE (1987)
 KW2693
 KW2693                         *CURRENT SURVEY CONTROL
 KW2693  ___________________________________________________________________
 KW2693* NAD 83(1986)-  40 14 15.     (N)    076 57 15.     (W)     SCALED    
 KW2693* NAVD 88     -       129.125  (meters)     423.64   (feet)  ADJUSTED  
 KW2693  ___________________________________________________________________
 KW2693  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KW2693  DYNAMIC HT  -         129.060 (meters)     423.42  (feet)  COMP
 KW2693  MODELED GRAV-     980,119.9   (mgal)                       NAVD 88
 KW2693
 KW2693  VERT ORDER  -  FIRST     CLASS II
 KW2693
 KW2693.The horizontal coordinates were scaled from a topographic map and have
 KW2693.an estimated accuracy of +/- 6 seconds.
 KW2693
 KW2693.The orthometric height was determined by differential leveling
 KW2693.and adjusted by the National Geodetic Survey in June 1991..
 KW2693
 KW2693.The geoid height was determined by GEOID03.
 KW2693
 KW2693.The dynamic height is computed by dividing the NAVD 88
 KW2693.geopotential number by the normal gravity value computed on the
 KW2693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2693.degrees latitude (g = 980.6199 gals.).
 KW2693
 KW2693.The modeled gravity was interpolated from observed gravity values.
 KW2693
 KW2693;                    North         East    Units  Estimated Accuracy
 KW2693;SPC PA S     -   100,700.      667,720.      MT  (+/- 180 meters Scaled)
 KW2693
 KW2693                          SUPERSEDED SURVEY CONTROL
 KW2693
 KW2693.No superseded survey control is available for this station.
 KW2693
 KW2693_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK337559(NAD 83)
 KW2693_MARKER: DB = BENCH MARK DISK
 KW2693_SETTING: 66 = SET IN ROCK OUTCROP
 KW2693_SP_SET: ROCK OUTCROP
 KW2693_STAMPING: D 366 1979
 KW2693_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW2693+STABILITY: POSITION/ELEVATION WELL
 KW2693
 KW2693  HISTORY     - Date     Condition        Report By
 KW2693  HISTORY     - 1979     MONUMENTED       NGS
 KW2693  HISTORY     - 20040706 MARK NOT FOUND   GEOCAC
 KW2693
 KW2693                          STATION DESCRIPTION
 KW2693
 KW2693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KW2693'IN CAMP HILL.
 KW2693'1.05 MILES WEST ALONG THE CARLISLE PIKE FROM THE JUNCTION OF U.S.
 KW2693'HIGHWAY 11 AND THE CARLISLE PIKE IN CAMP HILL TO THE MARK ON THE LEFT,
 KW2693'195.5 FEET SOUTH OF THE DOUBLE YELLOW CENTER LINE OF THE CARLISLE
 KW2693'PIKE, 47.5 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A HESS FILLING
 KW2693'STATION, 43 FEET NORTH OF POWER POLE NUMBER 107767-33501, 30 FEET
 KW2693'EAST OF THE APPROXIMATE CENTER OF CONODOGUINET AVENUE, 21.5 FEET
 KW2693'SOUTH OF POWER POLE NUMBER 22220-S33039, SET IN BEDROCK WHICH PROJECTS
 KW2693'APPROXIMATELY 1 INCH ABOVE GROUND.
 KW2693'THE MARK IS 1 FT BELOW CONODOGUINET AVENUE.
 KW2693
 KW2693                          STATION RECOVERY (2004)
 KW2693
 KW2693'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW2693'AREA HAS BEEN RELANDSCAPED. MARK MAY BE UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3899 ***********************************************************************
 JV3899  DESIGNATION -  D 368
 JV3899  PID         -  JV3899
 JV3899  STATE/COUNTY-  PA/LANCASTER
 JV3899  USGS QUAD   -  WAKEFIELD (1976)
 JV3899
 JV3899                         *CURRENT SURVEY CONTROL
 JV3899  ___________________________________________________________________
 JV3899* NAD 83(1986)-  39 46 51.     (N)    076 10 44.     (W)     SCALED    
 JV3899* NAVD 88     -       136.517  (meters)     447.89   (feet)  ADJUSTED  
 JV3899  ___________________________________________________________________
 JV3899  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JV3899  DYNAMIC HT  -         136.449 (meters)     447.67  (feet)  COMP
 JV3899  MODELED GRAV-     980,124.9   (mgal)                       NAVD 88
 JV3899
 JV3899  VERT ORDER  -  FIRST     CLASS II
 JV3899
 JV3899.The horizontal coordinates were scaled from a topographic map and have
 JV3899.an estimated accuracy of +/- 6 seconds.
 JV3899
 JV3899.The orthometric height was determined by differential leveling
 JV3899.and adjusted by the National Geodetic Survey in June 1991..
 JV3899
 JV3899.The geoid height was determined by GEOID03.
 JV3899
 JV3899.The dynamic height is computed by dividing the NAVD 88
 JV3899.geopotential number by the normal gravity value computed on the
 JV3899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3899.degrees latitude (g = 980.6199 gals.).
 JV3899
 JV3899.The modeled gravity was interpolated from observed gravity values.
 JV3899
 JV3899;                    North         East    Units  Estimated Accuracy
 JV3899;SPC PA S     -    50,890.      734,590.      MT  (+/- 180 meters Scaled)
 JV3899
 JV3899                          SUPERSEDED SURVEY CONTROL
 JV3899
 JV3899.No superseded survey control is available for this station.
 JV3899
 JV3899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK990040(NAD 83)
 JV3899_MARKER: DB = BENCH MARK DISK
 JV3899_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JV3899_SP_SET: STAINLESS STEEL ROD
 JV3899_STAMPING: D 368 1979
 JV3899_PROJECTION: FLUSH
 JV3899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3899_ROD/PIPE-DEPTH: 3.96 meters
 JV3899
 JV3899  HISTORY     - Date     Condition        Report By
 JV3899  HISTORY     - 1979     MONUMENTED       NGS
 JV3899
 JV3899                          STATION DESCRIPTION
 JV3899
 JV3899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JV3899'0.4 MI NORTH FROM WAKEFIELD.
 JV3899'0.4 MILES NORTH ALONG HIGHWAY 272 FROM THE PEACH BOTTOM POST OFFICE
 JV3899'IN WAKEFIELD.  AT THE Y JUNCTION OF HIGHWAY 222, IN THE MOST
 JV3899'SOUTHERLY OF TWO MEDIANS, 19.5 FEET NORTHWEST OF THE CENTERLINE OF
 JV3899'HIGHWAY 222, 11 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY 272,
 JV3899'AND 5 FEET NORTH OF THE SOUTH END OF THE MEDIAN.
 JV3899'THE MARK IS 0.5 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3925 ***********************************************************************
 JV3925  DESIGNATION -  D 369
 JV3925  PID         -  JV3925
 JV3925  STATE/COUNTY-  PA/LANCASTER
 JV3925  USGS QUAD   -  CONESTOGA (1990)
 JV3925
 JV3925                         *CURRENT SURVEY CONTROL
 JV3925  ___________________________________________________________________
 JV3925* NAD 83(1986)-  39 55 30.     (N)    076 22 19.     (W)     SCALED    
 JV3925* NAVD 88     -       114.510  (meters)     375.69   (feet)  ADJUSTED  
 JV3925  ___________________________________________________________________
 JV3925  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 JV3925  DYNAMIC HT  -         114.452 (meters)     375.50  (feet)  COMP
 JV3925  MODELED GRAV-     980,121.8   (mgal)                       NAVD 88
 JV3925
 JV3925  VERT ORDER  -  FIRST     CLASS II
 JV3925
 JV3925.The horizontal coordinates were scaled from a topographic map and have
 JV3925.an estimated accuracy of +/- 6 seconds.
 JV3925
 JV3925.The orthometric height was determined by differential leveling
 JV3925.and adjusted by the National Geodetic Survey in June 1991..
 JV3925
 JV3925.The geoid height was determined by GEOID03.
 JV3925
 JV3925.The dynamic height is computed by dividing the NAVD 88
 JV3925.geopotential number by the normal gravity value computed on the
 JV3925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3925.degrees latitude (g = 980.6199 gals.).
 JV3925
 JV3925.The modeled gravity was interpolated from observed gravity values.
 JV3925
 JV3925;                    North         East    Units  Estimated Accuracy
 JV3925;SPC PA S     -    66,620.      717,800.      MT  (+/- 180 meters Scaled)
 JV3925
 JV3925                          SUPERSEDED SURVEY CONTROL
 JV3925
 JV3925.No superseded survey control is available for this station.
 JV3925
 JV3925_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK827203(NAD 83)
 JV3925_MARKER: DB = BENCH MARK DISK
 JV3925_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JV3925_SP_SET: STAINLESS STEEL ROD
 JV3925_STAMPING: D 369 1979
 JV3925_PROJECTION: FLUSH
 JV3925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3925_ROD/PIPE-DEPTH: 4.57 meters
 JV3925
 JV3925  HISTORY     - Date     Condition        Report By
 JV3925  HISTORY     - 1979     MONUMENTED       NGS
 JV3925
 JV3925                          STATION DESCRIPTION
 JV3925
 JV3925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JV3925'IN SAFE HARBOR.
 JV3925'0.25 MILE SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JV3925'NORTHEAST END OF DAM ACROSS SUSQUEHANNA RIVER AT SAFE HARBOR,
 JV3925'THENCE 0.1 MILE NORTH ALONG GRAVEL ROAD, THENCE 0.25 MILE NORTH ALONG
 JV3925'A PAVED ROAD, THENCE 0.65 MILE SOUTHEAST ALONG RIVER ROAD, ALSO
 JV3925'2.95 MILES NORTHWEST OF THE BRIDGE OVER PEQUEA CREEK IN MARTIC
 JV3925'FORGE, AT THE GREEN HILL UNITED METHODIST CHURCH, 143.5 FEET
 JV3925'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 48 FEET NORTH
 JV3925'OF THE CENTERLINE OF THE ROAD, 33.7 FEET SOUTH OF A 16 INCH FIR
 JV3925'TREE, 17 FEET NORTH OF AN 18 INCH MAPLE TREE, AND 1 FOOT WEST OF
 JV3925'A WIRE FENCE LINE.
 JV3925'THE MARK IS 1 FT  S FROM A WITNESS POST.
 JV3925'THE MARK IS 1 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2324 ***********************************************************************
 KW2324  DESIGNATION -  D 37
 KW2324  PID         -  KW2324
 KW2324  STATE/COUNTY-  PA/CENTRE
 KW2324  USGS QUAD   -  BELLEFONTE (1998)
 KW2324
 KW2324                         *CURRENT SURVEY CONTROL
 KW2324  ___________________________________________________________________
 KW2324* NAD 83(1986)-  40 54 05.     (N)    077 48 49.     (W)     SCALED    
 KW2324* NAVD 88     -       244.996  (meters)     803.79   (feet)  ADJUSTED  
 KW2324  ___________________________________________________________________
 KW2324  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KW2324  DYNAMIC HT  -         244.879 (meters)     803.41  (feet)  COMP
 KW2324  MODELED GRAV-     980,144.3   (mgal)                       NAVD 88
 KW2324
 KW2324  VERT ORDER  -  SECOND    CLASS 0
 KW2324
 KW2324.The horizontal coordinates were scaled from a topographic map and have
 KW2324.an estimated accuracy of +/- 6 seconds.
 KW2324
 KW2324.The orthometric height was determined by differential leveling
 KW2324.and adjusted by the National Geodetic Survey in June 1991..
 KW2324
 KW2324.The geoid height was determined by GEOID03.
 KW2324
 KW2324.The dynamic height is computed by dividing the NAVD 88
 KW2324.geopotential number by the normal gravity value computed on the
 KW2324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2324.degrees latitude (g = 980.6199 gals.).
 KW2324
 KW2324.The modeled gravity was interpolated from observed gravity values.
 KW2324
 KW2324;                    North         East    Units  Estimated Accuracy
 KW2324;SPC PA N     -    81,600.      594,640.      MT  (+/- 180 meters Scaled)
 KW2324
 KW2324                          SUPERSEDED SURVEY CONTROL
 KW2324
 KW2324  NGVD 29 (??/??/??)  245.199  (m)          804.46   (f) ADJUSTED    2 0
 KW2324
 KW2324.Superseded values are not recommended for survey control.
 KW2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2324.See file dsdata.txt to determine how the superseded data were derived.
 KW2324
 KW2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL630316(NAD 83)
 KW2324_MARKER: DB = BENCH MARK DISK
 KW2324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2324_STAMPING: D 37 1934
 KW2324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2324+STABILITY: SURFACE MOTION
 KW2324
 KW2324  HISTORY     - Date     Condition        Report By
 KW2324  HISTORY     - 1934     MONUMENTED       CGS
 KW2324
 KW2324                          STATION DESCRIPTION
 KW2324
 KW2324'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW2324'2 MI SW FROM BELLEFONTE.
 KW2324'2.0 MILES SOUTHWEST ALONG THE BELLEFONTE CENTRAL RAILROAD FROM
 KW2324'BELLEFONTE, CENTRE COUNTY, ABOUT 90 FEET EAST OF MILEPOST 2,
 KW2324'ABOUT 0.5 MILE WEST OF A LIME PLANT, 40 FEET SOUTH OF THE EAST
 KW2324'ABUTMENT OF AN ABANDONED 20-FOOT GIRDER BRIDGE, 10 FEET SOUTH
 KW2324'OF THE SOUTH RAIL, AND ABOUT 1 FOOT LOWER THAN THE TOP OF A RAIL
 KW2324'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3359 ***********************************************************************
 KV3359  DESIGNATION -  D 371
 KV3359  PID         -  KV3359
 KV3359  STATE/COUNTY-  PA/NORTHAMPTON
 KV3359  USGS QUAD   -  HELLERTOWN (1992)
 KV3359
 KV3359                         *CURRENT SURVEY CONTROL
 KV3359  ___________________________________________________________________
 KV3359* NAD 83(1986)-  40 37 18.     (N)    075 20 25.     (W)     SCALED    
 KV3359* NAVD 88     -        69.828  (meters)     229.09   (feet)  ADJUSTED  
 KV3359  ___________________________________________________________________
 KV3359  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 KV3359  DYNAMIC HT  -          69.794 (meters)     228.98  (feet)  COMP
 KV3359  MODELED GRAV-     980,147.0   (mgal)                       NAVD 88
 KV3359
 KV3359  VERT ORDER  -  FIRST     CLASS II
 KV3359
 KV3359.The horizontal coordinates were scaled from a topographic map and have
 KV3359.an estimated accuracy of +/- 6 seconds.
 KV3359
 KV3359.The orthometric height was determined by differential leveling
 KV3359.and adjusted by the National Geodetic Survey in June 1991..
 KV3359
 KV3359.The geoid height was determined by GEOID03.
 KV3359
 KV3359.The dynamic height is computed by dividing the NAVD 88
 KV3359.geopotential number by the normal gravity value computed on the
 KV3359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3359.degrees latitude (g = 980.6199 gals.).
 KV3359
 KV3359.The modeled gravity was interpolated from observed gravity values.
 KV3359
 KV3359;                    North         East    Units  Estimated Accuracy
 KV3359;SPC PA S     -   145,830.      803,870.      MT  (+/- 180 meters Scaled)
 KV3359
 KV3359                          SUPERSEDED SURVEY CONTROL
 KV3359
 KV3359.No superseded survey control is available for this station.
 KV3359
 KV3359_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK712968(NAD 83)
 KV3359_MARKER: DB = BENCH MARK DISK
 KV3359_SETTING: 66 = SET IN ROCK OUTCROP
 KV3359_SP_SET: ROCK OUTCROP
 KV3359_STAMPING: D 371 1979
 KV3359_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV3359+STABILITY: POSITION/ELEVATION WELL
 KV3359
 KV3359  HISTORY     - Date     Condition        Report By
 KV3359  HISTORY     - 1979     MONUMENTED       NGS
 KV3359  HISTORY     - 20040211 POOR             GEOCAC
 KV3359  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 KV3359  HISTORY     - 20060227 GOOD             PADT
 KV3359
 KV3359                          STATION DESCRIPTION
 KV3359
 KV3359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3359'1.0 MI SW FROM FREEMANSBURG.
 KV3359'1.0 MILE SOUTHWEST ALONG THE CENTRAL RAILROAD OF NNW JERSEY FROM THE
 KV3359'RAILROAD OVERPASS BRIDGE OVER MAIN STREET IN FREEMANSBURG TO THE
 KV3359'MARK ON THE RIGHT, 1.1 MILES EAST OF THE STEFKO BOULEVARD OVERPASS
 KV3359'BRIDGE IN BETHLEHEM, IN THE BASE OF THE WEST END OF A MASSIVE ROCK
 KV3359'CUT, 0.1 MILE SOUTHEAST OF A MAJOR METAL POWER LINE POLE 66829, S47873
 KV3359'338 FEET NORTHWEST OF MILE POST 82, 9.5 FEET NORTHEAST OF THE
 KV3359'NORTHEAST RAIL.
 KV3359'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 KV3359'THE MARK IS 2 FT ABOVE TRACKS.
 KV3359
 KV3359                          STATION RECOVERY (2004)
 KV3359
 KV3359'RECOVERY NOTE BY GEOCACHING 2004 (MDP)
 KV3359'DESIGNATION IS GOUGED, BUT READABLE.
 KV3359
 KV3359                          STATION RECOVERY (2004)
 KV3359
 KV3359'RECOVERY NOTE BY US POWER SQUADRON 2004 (MAM)
 KV3359'MARK NOT FOUND.
 KV3359
 KV3359                          STATION RECOVERY (2006)
 KV3359
 KV3359'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (SQ)
 KV3359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3385 ***********************************************************************
 KV3385  DESIGNATION -  D 372
 KV3385  PID         -  KV3385
 KV3385  STATE/COUNTY-  PA/BERKS
 KV3385  USGS QUAD   -  FLEETWOOD (1980)
 KV3385
 KV3385                         *CURRENT SURVEY CONTROL
 KV3385  ___________________________________________________________________
 KV3385* NAD 83(1986)-  40 28 40.     (N)    075 45 31.     (W)     SCALED    
 KV3385* NAVD 88     -       152.262  (meters)     499.55   (feet)  ADJUSTED  
 KV3385  ___________________________________________________________________
 KV3385  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 KV3385  DYNAMIC HT  -         152.183 (meters)     499.29  (feet)  COMP
 KV3385  MODELED GRAV-     980,102.0   (mgal)                       NAVD 88
 KV3385  OBS GRAVITY -     980,107.0   (mgal)                       GRAV_OBS
 KV3385
 KV3385  VERT ORDER  -  FIRST     CLASS II
 KV3385
 KV3385.The horizontal coordinates were scaled from a topographic map and have
 KV3385.an estimated accuracy of +/- 6 seconds.
 KV3385
 KV3385.The orthometric height was determined by differential leveling
 KV3385.and adjusted by the National Geodetic Survey in June 1991..
 KV3385
 KV3385.The geoid height was determined by GEOID03.
 KV3385
 KV3385.The dynamic height is computed by dividing the NAVD 88
 KV3385.geopotential number by the normal gravity value computed on the
 KV3385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3385.degrees latitude (g = 980.6199 gals.).
 KV3385
 KV3385.The modeled gravity was interpolated from observed gravity values.
 KV3385.The observed gravity was obtained from relative gravimeter ties
 KV3385.to the IGSN71 gravity network.
 KV3385
 KV3385;                    North         East    Units  Estimated Accuracy
 KV3385;SPC PA S     -   128,980.      768,840.      MT  (+/- 180 meters Scaled)
 KV3385
 KV3385                          SUPERSEDED SURVEY CONTROL
 KV3385
 KV3385.No superseded survey control is available for this station.
 KV3385
 KV3385_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK356810(NAD 83)
 KV3385_MARKER: DB = BENCH MARK DISK
 KV3385_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3385_SP_SET: STAINLESS STEEL ROD
 KV3385_STAMPING: D 372 1979
 KV3385_PROJECTION: RECESSED 10 CENTIMETERS
 KV3385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3385_ROD/PIPE-DEPTH: 4.57 meters
 KV3385
 KV3385  HISTORY     - Date     Condition        Report By
 KV3385  HISTORY     - 1979     MONUMENTED       NGS
 KV3385  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KV3385  HISTORY     - 20031229 MARK NOT FOUND   USPSQD
 KV3385
 KV3385                          STATION DESCRIPTION
 KV3385
 KV3385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3385'IN LYONS.
 KV3385'IN LYONS, AT THE INTERSECTION OF KEMP STREET AND STATE AVENUE, SET
 KV3385'BEHIND AN AMOCO SERVICE STATION, ON THE NORTH SIDE OF POWER POLE
 KV3385'ME ME FB 122 WITH A SECURITY LIGHT, 87 FEET SOUTH OF THE CENTERLINE
 KV3385'OF STATE AVENUE, 31.8 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 KV3385'SERVICE STATION, AND 2 FEET NORTH OF THE POWER POLE.
 KV3385'THE MARK IS 1 FT ABOVE AVENUE.
 KV3385
 KV3385                          STATION RECOVERY (2001)
 KV3385
 KV3385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV3385'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV3385
 KV3385                          STATION RECOVERY (2003)
 KV3385
 KV3385'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEQ)
 KV3385'ENTIRE CORNER COVERED WITH MACADAM AND NEWER FACILITY ADDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1604 ***********************************************************************
 KW1604  DESIGNATION -  D 38
 KW1604  PID         -  KW1604
 KW1604  STATE/COUNTY-  PA/CENTRE
 KW1604  USGS QUAD   -  COBURN (1973)
 KW1604
 KW1604                         *CURRENT SURVEY CONTROL
 KW1604  ___________________________________________________________________
 KW1604* NAD 83(1986)-  40 50 09.     (N)    077 24 30.     (W)     SCALED    
 KW1604* NAVD 88     -       292.019  (meters)     958.07   (feet)  ADJUSTED  
 KW1604  ___________________________________________________________________
 KW1604  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 KW1604  DYNAMIC HT  -         291.875 (meters)     957.59  (feet)  COMP
 KW1604  MODELED GRAV-     980,125.3   (mgal)                       NAVD 88
 KW1604
 KW1604  VERT ORDER  -  SECOND    CLASS 0
 KW1604
 KW1604.The horizontal coordinates were scaled from a topographic map and have
 KW1604.an estimated accuracy of +/- 6 seconds.
 KW1604
 KW1604.The orthometric height was determined by differential leveling
 KW1604.and adjusted by the National Geodetic Survey in June 1991..
 KW1604
 KW1604.The geoid height was determined by GEOID03.
 KW1604
 KW1604.The dynamic height is computed by dividing the NAVD 88
 KW1604.geopotential number by the normal gravity value computed on the
 KW1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1604.degrees latitude (g = 980.6199 gals.).
 KW1604
 KW1604.The modeled gravity was interpolated from observed gravity values.
 KW1604
 KW1604;                    North         East    Units  Estimated Accuracy
 KW1604;SPC PA N     -    74,370.      628,820.      MT  (+/- 180 meters Scaled)
 KW1604
 KW1604                          SUPERSEDED SURVEY CONTROL
 KW1604
 KW1604  NGVD 29 (??/??/??)  292.229  (m)          958.75   (f) ADJUSTED    2 0
 KW1604
 KW1604.Superseded values are not recommended for survey control.
 KW1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1604.See file dsdata.txt to determine how the superseded data were derived.
 KW1604
 KW1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL969233(NAD 83)
 KW1604_MARKER: DB = BENCH MARK DISK
 KW1604_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1604_SP_SET: ABUTMENT
 KW1604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1604
 KW1604  HISTORY     - Date     Condition        Report By
 KW1604  HISTORY     - UNK      MONUMENTED       CGS
 KW1604  HISTORY     - 1934     GOOD             CGS
 KW1604
 KW1604                          STATION DESCRIPTION
 KW1604
 KW1604'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1604'1.8 MI E FROM INGELBY.
 KW1604'70 FEET WEST OF MILEPOST 32, AT BRIDGE 32 01, IN THE SOUTH END
 KW1604'OF THE EAST ABUTMENT, 6 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT
 KW1604'6 FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1677 ***********************************************************************
 KW1677  DESIGNATION -  D 39
 KW1677  PID         -  KW1677
 KW1677  STATE/COUNTY-  PA/MIFFLIN
 KW1677  USGS QUAD   -  ALFARATA (1978)
 KW1677
 KW1677                         *CURRENT SURVEY CONTROL
 KW1677  ___________________________________________________________________
 KW1677* NAD 83(1986)-  40 40 12.     (N)    077 24 49.     (W)     SCALED    
 KW1677* NAVD 88     -       180.299  (meters)     591.53   (feet)  ADJUSTED  
 KW1677  ___________________________________________________________________
 KW1677  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 KW1677  DYNAMIC HT  -         180.213 (meters)     591.25  (feet)  COMP
 KW1677  MODELED GRAV-     980,143.2   (mgal)                       NAVD 88
 KW1677
 KW1677  VERT ORDER  -  SECOND    CLASS 0
 KW1677
 KW1677.The horizontal coordinates were scaled from a topographic map and have
 KW1677.an estimated accuracy of +/- 6 seconds.
 KW1677
 KW1677.The orthometric height was determined by differential leveling
 KW1677.and adjusted by the National Geodetic Survey in June 1991..
 KW1677
 KW1677.The geoid height was determined by GEOID03.
 KW1677
 KW1677.The dynamic height is computed by dividing the NAVD 88
 KW1677.geopotential number by the normal gravity value computed on the
 KW1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1677.degrees latitude (g = 980.6199 gals.).
 KW1677
 KW1677.The modeled gravity was interpolated from observed gravity values.
 KW1677
 KW1677;                    North         East    Units  Estimated Accuracy
 KW1677;SPC PA S     -   148,470.      628,440.      MT  (+/- 180 meters Scaled)
 KW1677
 KW1677                          SUPERSEDED SURVEY CONTROL
 KW1677
 KW1677  NGVD 29 (??/??/??)  180.514  (m)          592.24   (f) ADJUSTED    2 0
 KW1677
 KW1677.Superseded values are not recommended for survey control.
 KW1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1677.See file dsdata.txt to determine how the superseded data were derived.
 KW1677
 KW1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL959049(NAD 83)
 KW1677_MARKER: DB = BENCH MARK DISK
 KW1677_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1677_SP_SET: BRIDGE SEAT
 KW1677_STAMPING: D 39 1934
 KW1677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1677
 KW1677  HISTORY     - Date     Condition        Report By
 KW1677  HISTORY     - 1934     MONUMENTED       CGS
 KW1677  HISTORY     - 1966     GOOD             USGS
 KW1677
 KW1677                          STATION DESCRIPTION
 KW1677
 KW1677'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1677'0.1 MI E FROM SHINDLE.
 KW1677'0.1 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM SHINDLE, 550
 KW1677'FEET WEST OF MILEPOST 11, 200 FEET NORTH OF A LARGE GREENHOUSE,
 KW1677'AT RAILROAD BRIDGE 10.73, IN THE TOP OF THE SOUTH END OF THE WEST
 KW1677'CONCRETE BRIDGE SEAT, 6 FEET SOUTH OF THE CENTER LINE OF THE
 KW1677'TRACK, AND 3 FEET LOWER THAN THE TOP OF THE RAIL.
 KW1677
 KW1677                          STATION RECOVERY (1966)
 KW1677
 KW1677'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KW1677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2668 ***********************************************************************
 KW2668  DESIGNATION -  D 397
 KW2668  PID         -  KW2668
 KW2668  STATE/COUNTY-  PA/DAUPHIN
 KW2668  USGS QUAD   -  HARRISBURG WEST (1987)
 KW2668
 KW2668                         *CURRENT SURVEY CONTROL
 KW2668  ___________________________________________________________________
 KW2668* NAD 83(1986)-  40 15 31.     (N)    076 52 57.     (W)     SCALED    
 KW2668* NAVD 88     -       101.904  (meters)     334.33   (feet)  ADJUSTED  
 KW2668  ___________________________________________________________________
 KW2668  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 KW2668  DYNAMIC HT  -         101.853 (meters)     334.16  (feet)  COMP
 KW2668  MODELED GRAV-     980,122.5   (mgal)                       NAVD 88
 KW2668  OBS GRAVITY -     980,124.4   (mgal)                       GRAV_OBS
 KW2668
 KW2668  VERT ORDER  -  FIRST     CLASS II
 KW2668
 KW2668.The horizontal coordinates were scaled from a topographic map and have
 KW2668.an estimated accuracy of +/- 6 seconds.
 KW2668
 KW2668.The orthometric height was determined by differential leveling
 KW2668.and adjusted by the National Geodetic Survey in June 1991..
 KW2668
 KW2668.The geoid height was determined by GEOID03.
 KW2668
 KW2668.The dynamic height is computed by dividing the NAVD 88
 KW2668.geopotential number by the normal gravity value computed on the
 KW2668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2668.degrees latitude (g = 980.6199 gals.).
 KW2668
 KW2668.The modeled gravity was interpolated from observed gravity values.
 KW2668.The observed gravity was obtained from relative gravimeter ties
 KW2668.to the IGSN71 gravity network.
 KW2668
 KW2668;                    North         East    Units  Estimated Accuracy
 KW2668;SPC PA S     -   103,100.      673,800.      MT  (+/- 180 meters Scaled)
 KW2668
 KW2668                          SUPERSEDED SURVEY CONTROL
 KW2668
 KW2668.No superseded survey control is available for this station.
 KW2668
 KW2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK399581(NAD 83)
 KW2668_MARKER: DB = BENCH MARK DISK
 KW2668_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2668_SP_SET: BUILDING
 KW2668_STAMPING: D 397 1978
 KW2668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2668_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW2668+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2005
 KW2668
 KW2668  HISTORY     - Date     Condition        Report By
 KW2668  HISTORY     - 1978     MONUMENTED       NGS
 KW2668  HISTORY     - 19950311 GOOD             USPSQD
 KW2668  HISTORY     - 20020508 GOOD             PADT
 KW2668  HISTORY     - 20050617 GOOD             GEOCAC
 KW2668
 KW2668                          STATION DESCRIPTION
 KW2668
 KW2668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KW2668'IN HARRISBURG.
 KW2668'SET AT THE NORTHWEST ENTRANCE TO THE DAUPHIN COUNTY COURTHOUSE ABOUT
 KW2668'120 FEET NORTHEAST ALONG MARKET STREET FROM THE NORTHEAST CURB RETURN
 KW2668'OF FRONT STREET, 62 FEET SOUTHEAST OF THE CENTER LINE OF MARKET STREET
 KW2668'SET AT THE SOUTH CORNER OF THE PARTICO, 7 FEET SOUTHWEST OF THE CENTER
 KW2668'LINE EXTENSION OF THE SOUTHWEST MOST OF THREE DOORWAYS, 2 FEET
 KW2668'NORTHWEST OF THE NORTHWEST FACE OF THE BUILDING, AND 1.5 FEET
 KW2668'NORTHEAST OF THE NORTHEAST FACE OF A BALUSTRADE
 KW2668'NOTE, THIS BENCH MARK HAS BEEN DESIGNATED A BASIC NET A LEVEL LINE
 KW2668'JUNCTION MARK.
 KW2668'THE MARK IS 3 FT ABOVE SIDEWALK.
 KW2668
 KW2668                          STATION RECOVERY (1995)
 KW2668
 KW2668'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW2668'RECOVERED IN GOOD CONDITION.
 KW2668
 KW2668                          STATION RECOVERY (2002)
 KW2668
 KW2668'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (ADR)
 KW2668'RECOVERED IN GOOD CONDITION.
 KW2668
 KW2668                          STATION RECOVERY (2005)
 KW2668
 KW2668'RECOVERY NOTE BY GEOCACHING 2005 (MHB)
 KW2668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1833 ***********************************************************************
 KW1833  DESIGNATION -  D 4
 KW1833  PID         -  KW1833
 KW1833  STATE/COUNTY-  PA/CUMBERLAND
 KW1833  USGS QUAD   -  CARLISLE (1984)
 KW1833
 KW1833                         *CURRENT SURVEY CONTROL
 KW1833  ___________________________________________________________________
 KW1833* NAD 83(1986)-  40 12 11.     (N)    077 11 29.     (W)     SCALED    
 KW1833* NAVD 88     -       142.796  (meters)     468.49   (feet)  ADJUSTED  
 KW1833  ___________________________________________________________________
 KW1833  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 KW1833  DYNAMIC HT  -         142.723 (meters)     468.25  (feet)  COMP
 KW1833  MODELED GRAV-     980,113.5   (mgal)                       NAVD 88
 KW1833
 KW1833  VERT ORDER  -  FIRST     CLASS II
 KW1833
 KW1833.The horizontal coordinates were scaled from a topographic map and have
 KW1833.an estimated accuracy of +/- 6 seconds.
 KW1833
 KW1833.The orthometric height was determined by differential leveling
 KW1833.and adjusted by the National Geodetic Survey in June 1991..
 KW1833
 KW1833.The geoid height was determined by GEOID03.
 KW1833
 KW1833.The dynamic height is computed by dividing the NAVD 88
 KW1833.geopotential number by the normal gravity value computed on the
 KW1833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1833.degrees latitude (g = 980.6199 gals.).
 KW1833
 KW1833.The modeled gravity was interpolated from observed gravity values.
 KW1833
 KW1833;                    North         East    Units  Estimated Accuracy
 KW1833;SPC PA S     -    96,720.      647,560.      MT  (+/- 180 meters Scaled)
 KW1833
 KW1833                          SUPERSEDED SURVEY CONTROL
 KW1833
 KW1833  NGVD 29 (??/??/??)  143.011  (m)          469.20   (f) ADJUSTED    1 2
 KW1833
 KW1833.Superseded values are not recommended for survey control.
 KW1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1833.See file dsdata.txt to determine how the superseded data were derived.
 KW1833
 KW1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK134525(NAD 83)
 KW1833_MARKER: DB = BENCH MARK DISK
 KW1833_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1833_SP_SET: BUILDING
 KW1833_STAMPING: 469.195 D 4 1931
 KW1833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1833
 KW1833  HISTORY     - Date     Condition        Report By
 KW1833  HISTORY     - 1931     MONUMENTED       CGS
 KW1833  HISTORY     - 1960     GOOD             CGS
 KW1833  HISTORY     - 1965     GOOD             USGS
 KW1833  HISTORY     - 20050727 MARK NOT FOUND   USPSQD
 KW1833
 KW1833                          STATION DESCRIPTION
 KW1833
 KW1833'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1833'AT CARLISLE.
 KW1833'AT CARLISLE, CUMBERLAND COUNTY, IN THE EAST FACE OF THE POST
 KW1833'OFFICE, 16 FEET NORTH OF THE SOUTHEAST CORNER, 25.6 FEET SOUTH
 KW1833'OF THE SOUTH EDGE OF THE EAST ENTRANCE, 2.9 FEET HIGHER THAN THE
 KW1833'SECOND STEP, AND 3.4 FEET HIGHER THAN THE SIDEWALK.  A STANDARD
 KW1833'DISK, STAMPED 469.195 D 4 1931 AND SET VERTICALLY.  NOTE-- MARK
 KW1833'WILL REMAIN IN ORIGINAL LOCATION BUT WILL BE COVERED BY 8 INCHES
 KW1833'OF SOIL IN A FLOWER PLANTER.
 KW1833
 KW1833                          STATION RECOVERY (1965)
 KW1833
 KW1833'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 KW1833'RECOVERED IN GOOD CONDITION.
 KW1833
 KW1833                          STATION RECOVERY (2005)
 KW1833
 KW1833'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPP)
 KW1833'THE ORIGINAL POST OFFICE WAS TORN DOWN. A NEW BUILDING WAS ERECTED IN
 KW1833'IT'S PLACE IN 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2400 ***********************************************************************
 LY2400  DESIGNATION -  D 400
 LY2400  PID         -  LY2400
 LY2400  STATE/COUNTY-  PA/SUSQUEHANNA
 LY2400  USGS QUAD   -  SUSQUEHANNA (1994)
 LY2400
 LY2400                         *CURRENT SURVEY CONTROL
 LY2400  ___________________________________________________________________
 LY2400* NAD 83(1986)-  41 58 02.     (N)    075 35 18.     (W)     SCALED    
 LY2400* NAVD 88     -       277.592  (meters)     910.73   (feet)  ADJUSTED  
 LY2400  ___________________________________________________________________
 LY2400  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 LY2400  DYNAMIC HT  -         277.492 (meters)     910.40  (feet)  COMP
 LY2400  MODELED GRAV-     980,253.3   (mgal)                       NAVD 88
 LY2400
 LY2400  VERT ORDER  -  FIRST     CLASS II
 LY2400
 LY2400.The horizontal coordinates were scaled from a topographic map and have
 LY2400.an estimated accuracy of +/- 6 seconds.
 LY2400
 LY2400.The orthometric height was determined by differential leveling
 LY2400.and adjusted by the National Geodetic Survey in June 1991..
 LY2400
 LY2400.The geoid height was determined by GEOID03.
 LY2400
 LY2400.The dynamic height is computed by dividing the NAVD 88
 LY2400.geopotential number by the normal gravity value computed on the
 LY2400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2400.degrees latitude (g = 980.6199 gals.).
 LY2400
 LY2400.The modeled gravity was interpolated from observed gravity values.
 LY2400
 LY2400;                    North         East    Units  Estimated Accuracy
 LY2400;SPC PA N     -   202,200.      779,170.      MT  (+/- 180 meters Scaled)
 LY2400
 LY2400                          SUPERSEDED SURVEY CONTROL
 LY2400
 LY2400.No superseded survey control is available for this station.
 LY2400
 LY2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM512463(NAD 83)
 LY2400_MARKER: I = METAL ROD
 LY2400_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2400_SP_SET: STAINLESS STEEL ROD
 LY2400_STAMPING: D 400 1982
 LY2400_MARK LOGO: NGS   
 LY2400_PROJECTION: FLUSH
 LY2400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2400_ROD/PIPE-DEPTH: 4.2  meters
 LY2400
 LY2400  HISTORY     - Date     Condition        Report By
 LY2400  HISTORY     - 1982     MONUMENTED       NGS
 LY2400
 LY2400                          STATION DESCRIPTION
 LY2400
 LY2400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2400'1.6 KM (1.0 MI) NORTH FROM LANESBORO.
 LY2400'1.6 KM (1.0 MI) NORTH ALONG MAIN STREET FROM THE JUNCTION OF STATE
 LY2400'HIGHWAY 171 IN LANESBORO, TO THE MARK ON THE RIGHT, AT THE JUNCTION OF
 LY2400'VINEGAR HILL ROAD, 34.80 METERS (114.1 FT) NORTHEAST OF THE CENTER OF
 LY2400'MAIN STREET, 20.30 METERS (66.6 FT) SOUTHEAST OF THE CENTER OF VINEGAR
 LY2400'HILL ROAD, 5.20 METERS (17.0 FT) NORTHWEST OF THE SOUTHEAST CORNER OF
 LY2400'A TWO-STORY BLOCK HOUSE.
 LY2400'THE MARK IS 0.60 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1777 ***********************************************************************
 KX1777  DESIGNATION -  D 401
 KX1777  PID         -  KX1777
 KX1777  STATE/COUNTY-  PA/ARMSTRONG
 KX1777  USGS QUAD   -  MOSGROVE (1993)
 KX1777
 KX1777                         *CURRENT SURVEY CONTROL
 KX1777  ___________________________________________________________________
 KX1777* NAD 83(1986)-  40 50 46.     (N)    079 28 06.     (W)     SCALED    
 KX1777* NAVD 88     -       331.596  (meters)    1087.91   (feet)  ADJUSTED  
 KX1777  ___________________________________________________________________
 KX1777  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KX1777  DYNAMIC HT  -         331.434 (meters)    1087.38  (feet)  COMP
 KX1777  MODELED GRAV-     980,127.8   (mgal)                       NAVD 88
 KX1777
 KX1777  VERT ORDER  -  FIRST     CLASS II
 KX1777
 KX1777.The horizontal coordinates were scaled from a topographic map and have
 KX1777.an estimated accuracy of +/- 6 seconds.
 KX1777
 KX1777.The orthometric height was determined by differential leveling
 KX1777.and adjusted by the National Geodetic Survey in June 1991..
 KX1777
 KX1777.The geoid height was determined by GEOID03.
 KX1777
 KX1777.The dynamic height is computed by dividing the NAVD 88
 KX1777.geopotential number by the normal gravity value computed on the
 KX1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1777.degrees latitude (g = 980.6199 gals.).
 KX1777
 KX1777.The modeled gravity was interpolated from observed gravity values.
 KX1777
 KX1777;                    North         East    Units  Estimated Accuracy
 KX1777;SPC PA S     -   169,380.      455,100.      MT  (+/- 180 meters Scaled)
 KX1777
 KX1777                          SUPERSEDED SURVEY CONTROL
 KX1777
 KX1777  NGVD 29 (06/03/92)  331.776  (m)         1088.50   (f) ADJUSTED    1 2
 KX1777
 KX1777.Superseded values are not recommended for survey control.
 KX1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1777.See file dsdata.txt to determine how the superseded data were derived.
 KX1777
 KX1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF291228(NAD 83)
 KX1777_MARKER: I = METAL ROD
 KX1777_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KX1777+WITH SETTING: INFORMATION.
 KX1777_SP_SET: SHALLOW SET METAL ROD
 KX1777_STAMPING: D 401 1982
 KX1777_MARK LOGO: NGS   
 KX1777_PROJECTION: FLUSH
 KX1777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1777_ROD/PIPE-DEPTH: 1.8  meters
 KX1777
 KX1777  HISTORY     - Date     Condition        Report By
 KX1777  HISTORY     - 1982     MONUMENTED       NGS
 KX1777
 KX1777                          STATION DESCRIPTION
 KX1777
 KX1777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1777'5.3 KM (3.3 MI) SE FROM MOSGROVE.
 KX1777'1.04 KM (0.65 MI) SOUTHWEST ALONG KITTANNING, TEMPLETON RIVER ROAD
 KX1777'FROM THE CHESAPEAKE AND OHIO RAILROAD BRIDGE OVER THE ALLEGHENY RIVER
 KX1777'IN MOSGROVE, THENCE 2.65 KM (1.65 MI) SOUTHEAST ALONG HAYS RUN ROAD TO
 KX1777'THE JUNCTION OF STATE HIGHWAYS 28, 66 AND THE MARK ON THE RIGHT, IN
 KX1777'THE FRONT LAWN OF A SINGLE STORY FRAME HOUSE, EAST OF THE EAST CORNER
 KX1777'OF THE HOUSE, 16.20 METERS (53.1 FT) NORTHWEST OF THE CENTER OF THE
 KX1777'HIGHWAY, 10.50 METERS (34.4 FT) SOUTHWEST OF THE CENTER OF HAYS RUN
 KX1777'ROAD, 7.40 METERS (24.2 FT) NORTHEAST OF THE NORTHEAST EDGE OF THE
 KX1777'ENTRANCE SIDEWALK OF THE HOUSE, AND 4.50 METERS (14.7 FT) EAST OF THE
 KX1777'EAST CORNER OF THE HOUSE.  NOTE, THE ROD WAS DRIVEN TO REFUSAL AT
 KX1777'1.82 METERS (6.0 FT) EMBEDDED IN BEDROCK.
 KX1777'THE MARK IS 0.91 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1850 ***********************************************************************
 KX1850  DESIGNATION -  D 402
 KX1850  PID         -  KX1850
 KX1850  STATE/COUNTY-  PA/JEFFERSON
 KX1850  USGS QUAD   -  PUNXSUTAWNEY (1994)
 KX1850
 KX1850                         *CURRENT SURVEY CONTROL
 KX1850  ___________________________________________________________________
 KX1850* NAD 83(1986)-  40 56 40.     (N)    078 58 04.     (W)     SCALED    
 KX1850* NAVD 88     -       376.259  (meters)    1234.44   (feet)  ADJUSTED  
 KX1850  ___________________________________________________________________
 KX1850  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 KX1850  DYNAMIC HT  -         376.077 (meters)    1233.85  (feet)  COMP
 KX1850  MODELED GRAV-     980,129.6   (mgal)                       NAVD 88
 KX1850
 KX1850  VERT ORDER  -  FIRST     CLASS II
 KX1850
 KX1850.The horizontal coordinates were scaled from a topographic map and have
 KX1850.an estimated accuracy of +/- 6 seconds.
 KX1850
 KX1850.The orthometric height was determined by differential leveling
 KX1850.and adjusted by the National Geodetic Survey in June 1991..
 KX1850
 KX1850.The geoid height was determined by GEOID03.
 KX1850
 KX1850.The dynamic height is computed by dividing the NAVD 88
 KX1850.geopotential number by the normal gravity value computed on the
 KX1850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1850.degrees latitude (g = 980.6199 gals.).
 KX1850
 KX1850.The modeled gravity was interpolated from observed gravity values.
 KX1850
 KX1850;                    North         East    Units  Estimated Accuracy
 KX1850;SPC PA N     -    87,100.      497,460.      MT  (+/- 180 meters Scaled)
 KX1850
 KX1850                          SUPERSEDED SURVEY CONTROL
 KX1850
 KX1850  NGVD 29 (06/03/92)  376.422  (m)         1234.98   (f) ADJUSTED    1 2
 KX1850
 KX1850.Superseded values are not recommended for survey control.
 KX1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1850.See file dsdata.txt to determine how the superseded data were derived.
 KX1850
 KX1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF710345(NAD 83)
 KX1850_MARKER: DB = BENCH MARK DISK
 KX1850_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KX1850_SP_SET: CONCRETE FOUNDATION
 KX1850_STAMPING: D 402 1982
 KX1850_MARK LOGO: NGS   
 KX1850_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX1850+STABILITY: POSITION/ELEVATION WELL
 KX1850
 KX1850  HISTORY     - Date     Condition        Report By
 KX1850  HISTORY     - 1982     MONUMENTED       NGS
 KX1850
 KX1850                          STATION DESCRIPTION
 KX1850
 KX1850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1850'IN PUNXSUTAWNEY.
 KX1850'IN PUNXSUTAWNEY AT THE JUNCTION OF STATE HIGHWAY 119 AND STATE HIGHWAY
 KX1850'36, DIRECTLY ACROSS THE HIGHWAY FROM THE CIVIC CENTER MUNICIPAL
 KX1850'COMPLEX BUILDING IN THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF
 KX1850'THE EAST ENTRANCE OF THE MAHONING TOWERS APARTMENT COMPLEX.
 KX1850'40.2 METERS (132.0 FT) WEST FROM THE CENTERLINE OF HIGHWAY 119
 KX1850'8.4 METERS (27.6 FT) NORTHWEST FROM A TEN INCH LONE SPRUCE TREE.
 KX1850'2.90 METERS (9.5 FT) WEST FROM THE NORTHEAST CORNER OF THE EAST
 KX1850'ENTRANCE OF THE BUILDING.  1.15 METERS (3.7 FT) WEST FROM THE CENTER
 KX1850'OF THE EAST ENTRANCE DOOR OF THE BUILDING.
 KX1850'THE MARK IS 0.18 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1739 ***********************************************************************
 MA1739  DESIGNATION -  D 403
 MA1739  PID         -  MA1739
 MA1739  STATE/COUNTY-  PA/CLEARFIELD
 MA1739  USGS QUAD   -  DU BOIS (1994)
 MA1739
 MA1739                         *CURRENT SURVEY CONTROL
 MA1739  ___________________________________________________________________
 MA1739* NAD 83(1986)-  41 07 24.     (N)    078 45 26.     (W)     SCALED    
 MA1739* NAVD 88     -       426.824  (meters)    1400.34   (feet)  ADJUSTED  
 MA1739  ___________________________________________________________________
 MA1739  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 MA1739  DYNAMIC HT  -         426.621 (meters)    1399.67  (feet)  COMP
 MA1739  MODELED GRAV-     980,135.5   (mgal)                       NAVD 88
 MA1739
 MA1739  VERT ORDER  -  FIRST     CLASS II
 MA1739
 MA1739.The horizontal coordinates were scaled from a topographic map and have
 MA1739.an estimated accuracy of +/- 6 seconds.
 MA1739
 MA1739.The orthometric height was determined by differential leveling
 MA1739.and adjusted by the National Geodetic Survey in June 1991..
 MA1739
 MA1739.The geoid height was determined by GEOID03.
 MA1739
 MA1739.The dynamic height is computed by dividing the NAVD 88
 MA1739.geopotential number by the normal gravity value computed on the
 MA1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1739.degrees latitude (g = 980.6199 gals.).
 MA1739
 MA1739.The modeled gravity was interpolated from observed gravity values.
 MA1739
 MA1739;                    North         East    Units  Estimated Accuracy
 MA1739;SPC PA N     -   106,730.      515,420.      MT  (+/- 180 meters Scaled)
 MA1739
 MA1739                          SUPERSEDED SURVEY CONTROL
 MA1739
 MA1739  NGVD 29 (06/03/92)  426.981  (m)         1400.85   (f) ADJUSTED    1 2
 MA1739
 MA1739.Superseded values are not recommended for survey control.
 MA1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1739.See file dsdata.txt to determine how the superseded data were derived.
 MA1739
 MA1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF882548(NAD 83)
 MA1739_MARKER: I = METAL ROD
 MA1739_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MA1739_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MA1739_STAMPING: D 403 1982
 MA1739_MARK LOGO: NGS   
 MA1739_PROJECTION: FLUSH
 MA1739_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA1739+STABILITY: POSITION/ELEVATION WELL
 MA1739_ROD/PIPE-DEPTH: 14.6 meters
 MA1739_SLEEVE-DEPTH  : 6.10 meters
 MA1739
 MA1739  HISTORY     - Date     Condition        Report By
 MA1739  HISTORY     - 1982     MONUMENTED       NGS
 MA1739
 MA1739                          STATION DESCRIPTION
 MA1739
 MA1739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MA1739'IN DU BOIS.
 MA1739'4.2 KM (2.6 MI) SOUTH ALONG U.S. HIGHWAY 219 SOUTH, FROM THE
 MA1739'INTERSECTION OF INTERSTATE 80 AND U.S. HIGHWAY 219 SOUTH, TO THE MARK
 MA1739'ON THE LEFT IN THE FRONT LAWN OF THE DU BOIS AREA SCHOOLS
 MA1739'ADMINISTRATIVE CENTER BUILDING.  17.7 METERS (58.0 FT) EAST OF THE
 MA1739'CENTERLINE OF U.S. HIGHWAY 219, 22.9 METERS (75 FT) SOUTHWEST OF THE
 MA1739'NORTHWEST CORNER OF THE DU BOIS AREA SCHOOLS ADMINISTRATIVE CENTER
 MA1739'BUILDING, AND 1.8 METERS (6.0 FT) WEST OF A SMALL BRICK GARDEN.
 MA1739'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1887 ***********************************************************************
 KX1887  DESIGNATION -  D 404
 KX1887  PID         -  KX1887
 KX1887  STATE/COUNTY-  PA/ARMSTRONG
 KX1887  USGS QUAD   -  KITTANNING (1993)
 KX1887
 KX1887                         *CURRENT SURVEY CONTROL
 KX1887  ___________________________________________________________________
 KX1887* NAD 83(1986)-  40 50 50.     (N)    079 31 57.     (W)     SCALED    
 KX1887* NAVD 88     -       265.989  (meters)     872.67   (feet)  ADJUSTED  
 KX1887  ___________________________________________________________________
 KX1887  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KX1887  DYNAMIC HT  -         265.858 (meters)     872.24  (feet)  COMP
 KX1887  MODELED GRAV-     980,126.5   (mgal)                       NAVD 88
 KX1887
 KX1887  VERT ORDER  -  FIRST     CLASS II
 KX1887
 KX1887.The horizontal coordinates were scaled from a topographic map and have
 KX1887.an estimated accuracy of +/- 6 seconds.
 KX1887
 KX1887.The orthometric height was determined by differential leveling
 KX1887.and adjusted by the National Geodetic Survey in June 1991..
 KX1887
 KX1887.The geoid height was determined by GEOID03.
 KX1887
 KX1887.The dynamic height is computed by dividing the NAVD 88
 KX1887.geopotential number by the normal gravity value computed on the
 KX1887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1887.degrees latitude (g = 980.6199 gals.).
 KX1887
 KX1887.The modeled gravity was interpolated from observed gravity values.
 KX1887
 KX1887;                    North         East    Units  Estimated Accuracy
 KX1887;SPC PA S     -   169,620.      449,700.      MT  (+/- 180 meters Scaled)
 KX1887
 KX1887                          SUPERSEDED SURVEY CONTROL
 KX1887
 KX1887  NGVD 29 (06/03/92)  266.164  (m)          873.24   (f) ADJUSTED    1 2
 KX1887
 KX1887.Superseded values are not recommended for survey control.
 KX1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1887.See file dsdata.txt to determine how the superseded data were derived.
 KX1887
 KX1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF237228(NAD 83)
 KX1887_MARKER: DB = BENCH MARK DISK
 KX1887_SETTING: 66 = SET IN ROCK OUTCROP
 KX1887_SP_SET: ROCK OUTCROP
 KX1887_STAMPING: D 404 1982
 KX1887_MARK LOGO: NGS   
 KX1887_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX1887+STABILITY: POSITION/ELEVATION WELL
 KX1887
 KX1887  HISTORY     - Date     Condition        Report By
 KX1887  HISTORY     - 1982     MONUMENTED       NGS
 KX1887  HISTORY     - 1983     GOOD             NGS
 KX1887  HISTORY     - 20050901 MARK NOT FOUND   PADT
 KX1887
 KX1887                          STATION DESCRIPTION
 KX1887
 KX1887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1887'6.7 KM (4.2 MI) NE FROM WEST KITTANNING.
 KX1887'0.3 KM (0.2 MI) NORTHEAST ALONG COUNTY ROAD (03021) TO WHERE ROAD
 KX1887'FORKS AT FURANCE RUN CHAPEL, THENCE NORTHEASTERLY ALONG FURANCE RUN
 KX1887'ROAD (GRAVELED) FOR 1.8 KM (1.1 MI) TO THE MARK ON THE LEFT.  IT IS
 KX1887'20.7 METERS (68.0 FT) NORTH FROM CENTER OF FURANCE RUN ROAD,
 KX1887'5.8 METERS (19.0 FT) NORTHEAST OF A DIM TRACK ROAD, 3.7 METERS (12.0
 KX1887'FT) NORTH OF A 10-INCH TREE AND 1.8 METERS (6.0 FT) SOUTH OF A
 KX1887'SMALL CREEK BED.
 KX1887'THE MARK IS 1.8 M BELOW GRAVELED ROAD(FURANCE RUN.
 KX1887
 KX1887                          STATION RECOVERY (1983)
 KX1887
 KX1887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1887'RECOVERED IN GOOD CONDITION.  ADD TO THE BEGINNING OF THE TEXT FOR THE
 KX1887'1982 DESCRIPTION--4.5 KM (2.8 MI) NORTH ALONG STATE HIGHWAY 268 FROM
 KX1887'THE JUNCTION OF U.S. HIGHWAY 422 AND STATE HIGHWAYS 28 AND 268 IN WEST
 KX1887'KITTANNING TO COUNTY ROAD (03021) ON THE RIGHT, THENCE....  ALSO,
 KX1887'CHANGE FURANCE RUN TO FURNACE RUN.
 KX1887
 KX1887                          STATION RECOVERY (2005)
 KX1887
 KX1887'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 KX1887'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1775 ***********************************************************************
 MA1775  DESIGNATION -  D 405
 MA1775  PID         -  MA1775
 MA1775  STATE/COUNTY-  PA/ARMSTRONG
 MA1775  USGS QUAD   -  PARKER (1979)
 MA1775
 MA1775                         *CURRENT SURVEY CONTROL
 MA1775  ___________________________________________________________________
 MA1775* NAD 83(1986)-  41 05 31.     (N)    079 40 54.     (W)     SCALED    
 MA1775* NAVD 88     -       316.444  (meters)    1038.20   (feet)  ADJUSTED  
 MA1775  ___________________________________________________________________
 MA1775  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 MA1775  DYNAMIC HT  -         316.300 (meters)    1037.73  (feet)  COMP
 MA1775  MODELED GRAV-     980,159.0   (mgal)                       NAVD 88
 MA1775
 MA1775  VERT ORDER  -  FIRST     CLASS II
 MA1775
 MA1775.The horizontal coordinates were scaled from a topographic map and have
 MA1775.an estimated accuracy of +/- 6 seconds.
 MA1775
 MA1775.The orthometric height was determined by differential leveling
 MA1775.and adjusted by the National Geodetic Survey in June 1991..
 MA1775
 MA1775.The geoid height was determined by GEOID03.
 MA1775
 MA1775.The dynamic height is computed by dividing the NAVD 88
 MA1775.geopotential number by the normal gravity value computed on the
 MA1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1775.degrees latitude (g = 980.6199 gals.).
 MA1775
 MA1775.The modeled gravity was interpolated from observed gravity values.
 MA1775
 MA1775;                    North         East    Units  Estimated Accuracy
 MA1775;SPC PA S     -   197,050.      437,710.      MT  (+/- 180 meters Scaled)
 MA1775
 MA1775                          SUPERSEDED SURVEY CONTROL
 MA1775
 MA1775  NGVD 29 (06/03/92)  316.622  (m)         1038.78   (f) ADJUSTED    1 2
 MA1775
 MA1775.Superseded values are not recommended for survey control.
 MA1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1775.See file dsdata.txt to determine how the superseded data were derived.
 MA1775
 MA1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF107498(NAD 83)
 MA1775_MARKER: I = METAL ROD
 MA1775_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MA1775_SP_SET: STAINLESS STEEL ROD
 MA1775_STAMPING: D 405 1982
 MA1775_MARK LOGO: NGS   
 MA1775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1775
 MA1775  HISTORY     - Date     Condition        Report By
 MA1775  HISTORY     - 1982     MONUMENTED       NGS
 MA1775
 MA1775                          STATION DESCRIPTION
 MA1775
 MA1775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MA1775'IN PARKER.
 MA1775'IN PARKER, AT THE POST OFFICE ACROSS FROM THE CITIZENS NATIONAL
 MA1775'BANK, 11.3 METERS (37.0 FT) NORTH OF CENTERLINE STATE HIGHWAY 268,
 MA1775'1.2 METERS (4.0 FT) EAST OF THE FLAG POLE, 8.3 METERS (27.5 FT)
 MA1775'WEST OF MAIN ENTRANCE TO POST OFFICE, 5.3 METERS (17.5 FT)
 MA1775'SOUTHEAST OF THE NORTHEAST CORNER OF THE POST OFFICE.
 MA1775'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1777 ***********************************************************************
 MB1777  CBN         -  This is a Cooperative Base Network Control Station.
 MB1777  DESIGNATION -  D 406
 MB1777  PID         -  MB1777
 MB1777  STATE/COUNTY-  PA/CRAWFORD
 MB1777  USGS QUAD   -  CAMBRIDGE SPRINGS (1975)
 MB1777
 MB1777                         *CURRENT SURVEY CONTROL
 MB1777  ___________________________________________________________________
 MB1777* NAD 83(1992)-  41 49 17.00000(N)    080 02 40.75564(W)     ADJUSTED  
 MB1777* NAVD 88     -       348.439  (meters)    1143.17   (feet)  ADJUSTED  
 MB1777  ___________________________________________________________________
 MB1777  X           -     822,995.488 (meters)                     COMP
 MB1777  Y           -  -4,688,805.288 (meters)                     COMP
 MB1777  Z           -   4,231,049.872 (meters)                     COMP
 MB1777  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 MB1777  ELLIP HEIGHT-         314.43  (meters)          (03/28/01) GPS OBS
 MB1777  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 MB1777  DYNAMIC HT  -         348.296 (meters)    1142.70  (feet)  COMP
 MB1777  MODELED GRAV-     980,203.3   (mgal)                       NAVD 88
 MB1777
 MB1777  HORZ ORDER  -  A
 MB1777  VERT ORDER  -  FIRST     CLASS II
 MB1777  ELLP ORDER  -  THIRD     CLASS II
 MB1777
 MB1777.The horizontal coordinates were established by GPS observations
 MB1777.and adjusted by the National Geodetic Survey in March 2001..
 MB1777
 MB1777.The orthometric height was determined by differential leveling
 MB1777.and adjusted by the National Geodetic Survey in June 1991..
 MB1777
 MB1777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB1777
 MB1777.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1777
 MB1777.The ellipsoidal height was determined by GPS observations
 MB1777.and is referenced to NAD 83.
 MB1777
 MB1777.The geoid height was determined by GEOID03.
 MB1777
 MB1777.The dynamic height is computed by dividing the NAVD 88
 MB1777.geopotential number by the normal gravity value computed on the
 MB1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1777.degrees latitude (g = 980.6199 gals.).
 MB1777
 MB1777.The modeled gravity was interpolated from observed gravity values.
 MB1777
 MB1777;                    North         East     Units Scale Factor Converg.
 MB1777;SPC PA N     -   186,291.866   409,381.222   MT  0.99998166   -1 31 04.8
 MB1777;SPC PA N     -   611,192.56  1,343,111.56   sFT  0.99998166   -1 31 04.8
 MB1777;UTM  17      - 4,630,386.638   579,340.737   MT  0.99967746   +0 38 13.4
 MB1777
 MB1777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1777!SPC PA N     -   0.99995069  x   0.99998166  =   0.99993235
 MB1777!UTM  17      -   0.99995069  x   0.99967746  =   0.99962816
 MB1777
 MB1777                          SUPERSEDED SURVEY CONTROL
 MB1777
 MB1777  NAVD 88 (03/28/01)  348.44   (m)         1143.2    (f) LEVELING    3  
 MB1777  NGVD 29 (06/03/92)  348.593  (m)         1143.68   (f) ADJUSTED    1 2
 MB1777
 MB1777.Superseded values are not recommended for survey control.
 MB1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1777.See file dsdata.txt to determine how the superseded data were derived.
 MB1777
 MB1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7934130387(NAD 83)
 MB1777_MARKER: I = METAL ROD
 MB1777_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1777_SP_SET: STAINLESS STEEL ROD
 MB1777_STAMPING: D 406 1982
 MB1777_MARK LOGO: NGS   
 MB1777_PROJECTION: FLUSH
 MB1777_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB1777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB1777+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2000
 MB1777_ROD/PIPE-DEPTH: 12.8 meters
 MB1777_SLEEVE-DEPTH  :  3.0 meters
 MB1777
 MB1777  HISTORY     - Date     Condition        Report By
 MB1777  HISTORY     - 1982     MONUMENTED       NGS
 MB1777  HISTORY     - 20000505 GOOD             PADT
 MB1777
 MB1777                          STATION DESCRIPTION
 MB1777
 MB1777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MB1777'2.2 KM (1.4 MI) NE FROM CAMBRIDGE SPRINGS.
 MB1777'2.2 KM (1.4 MI) NORTH ALONG U.S. HIGHWAY 19 FROM THE BRIDGE OVER
 MB1777'FRENCH CREEK IN CAMBRIDGE SPRINGS TO THE MARK ON THE RIGHT IN A SMALL
 MB1777'PARKING LOT, 30.4 METERS (100.0 FT) SOUTH-SOUTHEAST FROM THE
 MB1777'CENTERLINE OF U.S. HIGHWAY 19, 7.0 METERS (3.5 FT) NORTHWEST FROM
 MB1777'PIPE GATE POST AND 4.4 METERS (14.5 FT) NORTHWEST FROM THE CENTER OF
 MB1777'PIPE GATE.
 MB1777'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 MB1777
 MB1777                          STATION RECOVERY (2000)
 MB1777
 MB1777'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (JAW)
 MB1777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1787 ***********************************************************************
 MA1787  DESIGNATION -  D 407
 MA1787  PID         -  MA1787
 MA1787  STATE/COUNTY-  PA/VENANGO
 MA1787  USGS QUAD   -  EMLENTON (1979)
 MA1787
 MA1787                         *CURRENT SURVEY CONTROL
 MA1787  ___________________________________________________________________
 MA1787* NAD 83(1986)-  41 10 47.     (N)    079 42 44.     (W)     SCALED    
 MA1787* NAVD 88     -       323.967  (meters)    1062.88   (feet)  ADJUSTED  
 MA1787  ___________________________________________________________________
 MA1787  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 MA1787  DYNAMIC HT  -         323.821 (meters)    1062.40  (feet)  COMP
 MA1787  MODELED GRAV-     980,164.8   (mgal)                       NAVD 88
 MA1787
 MA1787  VERT ORDER  -  FIRST     CLASS II
 MA1787
 MA1787.The horizontal coordinates were scaled from a topographic map and have
 MA1787.an estimated accuracy of +/- 6 seconds.
 MA1787
 MA1787.The orthometric height was determined by differential leveling
 MA1787.and adjusted by the National Geodetic Survey in June 1991..
 MA1787
 MA1787.The geoid height was determined by GEOID03.
 MA1787
 MA1787.The dynamic height is computed by dividing the NAVD 88
 MA1787.geopotential number by the normal gravity value computed on the
 MA1787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1787.degrees latitude (g = 980.6199 gals.).
 MA1787
 MA1787.The modeled gravity was interpolated from observed gravity values.
 MA1787
 MA1787;                    North         East    Units  Estimated Accuracy
 MA1787;SPC PA N     -   114,370.      435,380.      MT  (+/- 180 meters Scaled)
 MA1787
 MA1787                          SUPERSEDED SURVEY CONTROL
 MA1787
 MA1787  NGVD 29 (06/03/92)  324.143  (m)         1063.46   (f) ADJUSTED    1 2
 MA1787
 MA1787.Superseded values are not recommended for survey control.
 MA1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1787.See file dsdata.txt to determine how the superseded data were derived.
 MA1787
 MA1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF080595(NAD 83)
 MA1787_MARKER: DB = BENCH MARK DISK
 MA1787_SETTING: 80 = SET IN A BOULDER
 MA1787_SP_SET: BOULDER
 MA1787_STAMPING: D 407 1982
 MA1787_MARK LOGO: NGS   
 MA1787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1787+STABILITY: SURFACE MOTION
 MA1787
 MA1787  HISTORY     - Date     Condition        Report By
 MA1787  HISTORY     - 1982     MONUMENTED       NGS
 MA1787
 MA1787                          STATION DESCRIPTION
 MA1787
 MA1787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MA1787'IN EMLENTON.
 MA1787'0.5 KM (0.3 MI) EAST ALONG STATE HIGHWAY 38 FROM THE BRIDGE OVER THE
 MA1787'ALLEGHENY RIVER IN EMLENTON.  THENCE 0.4 KM (0.25 MI) NORTHWEST ALONG
 MA1787'KERR AVENUE TO THE MARK ON THE RIGHT, AT THE INTERSECTION OF A SIDE
 MA1787'STREET.  8.2 METERS (27.0 FT) NORTHEAST OF THE CENTERLINE OF KERR
 MA1787'AVENUE, 1.8 METERS (6.0 FT) NORTHWEST OF A FIRE HYDRANT, 2.7 METERS
 MA1787'(9.0 FT) SOUTHWEST OF A WATER DRAIN.
 MA1787'THE MARK IS 0.75 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1820 ***********************************************************************
 MA1820  DESIGNATION -  D 408
 MA1820  PID         -  MA1820
 MA1820  STATE/COUNTY-  PA/VENANGO
 MA1820  USGS QUAD   -  UTICA (1977)
 MA1820
 MA1820                         *CURRENT SURVEY CONTROL
 MA1820  ___________________________________________________________________
 MA1820* NAD 83(1986)-  41 28 41.     (N)    079 58 39.     (W)     SCALED    
 MA1820* NAVD 88     -       376.615  (meters)    1235.61   (feet)  ADJUSTED  
 MA1820  ___________________________________________________________________
 MA1820  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 MA1820  DYNAMIC HT  -         376.455 (meters)    1235.09  (feet)  COMP
 MA1820  MODELED GRAV-     980,187.1   (mgal)                       NAVD 88
 MA1820
 MA1820  VERT ORDER  -  FIRST     CLASS II
 MA1820
 MA1820.The horizontal coordinates were scaled from a topographic map and have
 MA1820.an estimated accuracy of +/- 6 seconds.
 MA1820
 MA1820.The orthometric height was determined by differential leveling
 MA1820.and adjusted by the National Geodetic Survey in June 1991..
 MA1820
 MA1820.The geoid height was determined by GEOID03.
 MA1820
 MA1820.The dynamic height is computed by dividing the NAVD 88
 MA1820.geopotential number by the normal gravity value computed on the
 MA1820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1820.degrees latitude (g = 980.6199 gals.).
 MA1820
 MA1820.The modeled gravity was interpolated from observed gravity values.
 MA1820
 MA1820;                    North         East    Units  Estimated Accuracy
 MA1820;SPC PA N     -   148,030.      413,980.      MT  (+/- 180 meters Scaled)
 MA1820
 MA1820                          SUPERSEDED SURVEY CONTROL
 MA1820
 MA1820  NGVD 29 (06/03/92)  376.772  (m)         1236.13   (f) ADJUSTED    1 2
 MA1820
 MA1820.Superseded values are not recommended for survey control.
 MA1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1820.See file dsdata.txt to determine how the superseded data were derived.
 MA1820
 MA1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF853923(NAD 83)
 MA1820_MARKER: I = METAL ROD
 MA1820_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MA1820_SP_SET: STAINLESS STEEL ROD
 MA1820_STAMPING: D 408 1982
 MA1820_MARK LOGO: NGS   
 MA1820_PROJECTION: FLUSH
 MA1820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1820_ROD/PIPE-DEPTH: 11.0 meters
 MA1820
 MA1820  HISTORY     - Date     Condition        Report By
 MA1820  HISTORY     - 1982     MONUMENTED       NGS
 MA1820
 MA1820                          STATION DESCRIPTION
 MA1820
 MA1820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MA1820'8.0 KM (5.0 MI) SE FROM COCHRANTON.
 MA1820'8.0 KM (5.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 322 FROM THE JUNCTION
 MA1820'WITH STATE HIGHWAY 173 IN COCHRANTON TO THE MARK ON THE RIGHT AND IN
 MA1820'THE SOUTHEAST ANGLE OF THE INTERSECTION WITH A GRAVEL ROAD.
 MA1820'13.7 METERS (44.9 FT) SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 322,
 MA1820'10.7 METERS (35.1 FT) EAST OF THE CENTER OF A GRAVEL ROAD.
 MA1820'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1476 ***********************************************************************
 KW1476  DESIGNATION -  D 41
 KW1476  PID         -  KW1476
 KW1476  STATE/COUNTY-  PA/DAUPHIN
 KW1476  USGS QUAD   -  ELIZABETHVILLE (1977)
 KW1476
 KW1476                         *CURRENT SURVEY CONTROL
 KW1476  ___________________________________________________________________
 KW1476* NAD 83(1986)-  40 32 51.     (N)    076 48 41.     (W)     SCALED    
 KW1476* NAVD 88     -       213.091  (meters)     699.12   (feet)  ADJUSTED  
 KW1476  ___________________________________________________________________
 KW1476  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KW1476  DYNAMIC HT  -         212.984 (meters)     698.76  (feet)  COMP
 KW1476  MODELED GRAV-     980,120.0   (mgal)                       NAVD 88
 KW1476
 KW1476  VERT ORDER  -  SECOND    CLASS 0
 KW1476
 KW1476.The horizontal coordinates were scaled from a topographic map and have
 KW1476.an estimated accuracy of +/- 6 seconds.
 KW1476
 KW1476.The orthometric height was determined by differential leveling
 KW1476.and adjusted by the National Geodetic Survey in June 1991..
 KW1476
 KW1476.The geoid height was determined by GEOID03.
 KW1476
 KW1476.The dynamic height is computed by dividing the NAVD 88
 KW1476.geopotential number by the normal gravity value computed on the
 KW1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1476.degrees latitude (g = 980.6199 gals.).
 KW1476
 KW1476.The modeled gravity was interpolated from observed gravity values.
 KW1476
 KW1476;                    North         East    Units  Estimated Accuracy
 KW1476;SPC PA S     -   135,240.      679,500.      MT  (+/- 180 meters Scaled)
 KW1476
 KW1476                          SUPERSEDED SURVEY CONTROL
 KW1476
 KW1476  NGVD 29 (??/??/??)  213.344  (m)          699.95   (f) ADJUSTED    2 0
 KW1476
 KW1476.Superseded values are not recommended for survey control.
 KW1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1476.See file dsdata.txt to determine how the superseded data were derived.
 KW1476
 KW1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK466901(NAD 83)
 KW1476_MARKER: DB = BENCH MARK DISK
 KW1476_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1476_SP_SET: BUILDING
 KW1476_STAMPING: D 41 1934
 KW1476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1476_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1476+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 KW1476
 KW1476  HISTORY     - Date     Condition        Report By
 KW1476  HISTORY     - 1934     MONUMENTED       CGS
 KW1476  HISTORY     - 1942     GOOD             CGS
 KW1476  HISTORY     - 1987     GOOD             USPSQD
 KW1476  HISTORY     - 1989     GOOD             USPSQD
 KW1476  HISTORY     - 20060910 GOOD             GEOCAC
 KW1476
 KW1476                          STATION DESCRIPTION
 KW1476
 KW1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1476'AT ELIZABETHVILLE.
 KW1476'AT ELIZABETHVILLE, DAUPHIN COUNTY, 70 FEET SOUTH OF THE
 KW1476'SOUTHWEST CORNER OF THE PENNSYLVANIA RAILROAD STATION, AT THE
 KW1476'WEAVER BUILDING, IN THE NORTH WALL, 8 FEET EAST OF THE
 KW1476'NORTHWEST CORNER, AND ABOUT 4 FEET ABOVE THE TOP OF THE
 KW1476'FOUNDATION.  A STANDARD DISK, STAMPED D 41 1934 AND SET
 KW1476'VERTICALLY.
 KW1476
 KW1476                          STATION RECOVERY (1942)
 KW1476
 KW1476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 KW1476'RECOVERED IN GOOD CONDITION.
 KW1476
 KW1476                          STATION RECOVERY (1987)
 KW1476
 KW1476'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 KW1476'RECOVERED IN GOOD CONDITION.
 KW1476
 KW1476                          STATION RECOVERY (1989)
 KW1476
 KW1476'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1476'RECOVERED IN GOOD CONDITION.
 KW1476
 KW1476                          STATION RECOVERY (2006)
 KW1476
 KW1476'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW1476'BUILDING IS NOW ELIZABETHVILLE FURNITURE
 KW1476' 
 KW1476'HH2 N 40 32 51.7 W 076 48 40.8
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2776 ***********************************************************************
 KW2776  DESIGNATION -  D 411
 KW2776  PID         -  KW2776
 KW2776  STATE/COUNTY-  PA/PERRY
 KW2776  USGS QUAD   -  MILLERSBURG (1969)
 KW2776
 KW2776                         *CURRENT SURVEY CONTROL
 KW2776  ___________________________________________________________________
 KW2776* NAD 83(1986)-  40 31 24.     (N)    076 59 10.     (W)     SCALED    
 KW2776* NAVD 88     -       119.569  (meters)     392.29   (feet)  ADJUSTED  
 KW2776  ___________________________________________________________________
 KW2776  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KW2776  DYNAMIC HT  -         119.512 (meters)     392.10  (feet)  COMP
 KW2776  MODELED GRAV-     980,145.4   (mgal)                       NAVD 88
 KW2776
 KW2776  VERT ORDER  -  FIRST     CLASS II
 KW2776
 KW2776.The horizontal coordinates were scaled from a topographic map and have
 KW2776.an estimated accuracy of +/- 6 seconds.
 KW2776
 KW2776.The orthometric height was determined by differential leveling
 KW2776.and adjusted by the National Geodetic Survey in June 1991..
 KW2776
 KW2776.The geoid height was determined by GEOID03.
 KW2776
 KW2776.The dynamic height is computed by dividing the NAVD 88
 KW2776.geopotential number by the normal gravity value computed on the
 KW2776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2776.degrees latitude (g = 980.6199 gals.).
 KW2776
 KW2776.The modeled gravity was interpolated from observed gravity values.
 KW2776
 KW2776;                    North         East    Units  Estimated Accuracy
 KW2776;SPC PA S     -   132,410.      664,730.      MT  (+/- 180 meters Scaled)
 KW2776
 KW2776                          SUPERSEDED SURVEY CONTROL
 KW2776
 KW2776.No superseded survey control is available for this station.
 KW2776
 KW2776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK317877(NAD 83)
 KW2776_MARKER: DB = BENCH MARK DISK
 KW2776_SETTING: 66 = SET IN ROCK OUTCROP
 KW2776_SP_SET: ROCK OUTCROP
 KW2776_STAMPING: D 411 1983
 KW2776_MARK LOGO: NGS   
 KW2776_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW2776+STABILITY: POSITION/ELEVATION WELL
 KW2776
 KW2776  HISTORY     - Date     Condition        Report By
 KW2776  HISTORY     - 1983     MONUMENTED       NGS
 KW2776
 KW2776                          STATION DESCRIPTION
 KW2776
 KW2776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KW2776'5.7 KM (3.6 MI) SOUTH FROM LIVERPOOL.
 KW2776'5.7 KM (3.6 MI) SOUTH ALONG U.S. HIGHWAYS 11 AND 15 FROM THE POST
 KW2776'OFFICE IN LIVERPOOL TO THE MARK ON THE RIGHT, 8.83 METERS (29.0 FT)
 KW2776'WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF THE HIGHWAY,
 KW2776'24.23 METERS (79.5 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 KW2776'METAL GRATE OF A STORM DRAIN, 14.17 METERS (46.5 FT) NORTH OF A
 KW2776'HIGHWAY MARKER SIGN (6-55).
 KW2776'THE MARK IS 1.06 METERS  NW FROM A WITNESS POST.
 KW2776'THE MARK IS 1.52 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1598 ***********************************************************************
 LZ1598  DESIGNATION -  D 412
 LZ1598  PID         -  LZ1598
 LZ1598  STATE/COUNTY-  PA/BRADFORD
 LZ1598  USGS QUAD   -  CANTON (1970)
 LZ1598
 LZ1598                         *CURRENT SURVEY CONTROL
 LZ1598  ___________________________________________________________________
 LZ1598* NAD 83(1986)-  41 38 51.     (N)    076 51 40.     (W)     SCALED    
 LZ1598* NAVD 88     -       352.924  (meters)    1157.88   (feet)  ADJUSTED  
 LZ1598  ___________________________________________________________________
 LZ1598  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 LZ1598  DYNAMIC HT  -         352.765 (meters)    1157.36  (feet)  COMP
 LZ1598  MODELED GRAV-     980,162.0   (mgal)                       NAVD 88
 LZ1598
 LZ1598  VERT ORDER  -  FIRST     CLASS II
 LZ1598
 LZ1598.The horizontal coordinates were scaled from a topographic map and have
 LZ1598.an estimated accuracy of +/- 6 seconds.
 LZ1598
 LZ1598.The orthometric height was determined by differential leveling
 LZ1598.and adjusted by the National Geodetic Survey in June 1991..
 LZ1598
 LZ1598.The geoid height was determined by GEOID03.
 LZ1598
 LZ1598.The dynamic height is computed by dividing the NAVD 88
 LZ1598.geopotential number by the normal gravity value computed on the
 LZ1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1598.degrees latitude (g = 980.6199 gals.).
 LZ1598
 LZ1598.The modeled gravity was interpolated from observed gravity values.
 LZ1598
 LZ1598;                    North         East    Units  Estimated Accuracy
 LZ1598;SPC PA N     -   164,830.      674,050.      MT  (+/- 180 meters Scaled)
 LZ1598
 LZ1598                          SUPERSEDED SURVEY CONTROL
 LZ1598
 LZ1598.No superseded survey control is available for this station.
 LZ1598
 LZ1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM450123(NAD 83)
 LZ1598_MARKER: DB = BENCH MARK DISK
 LZ1598_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LZ1598_SP_SET: WINGWALL
 LZ1598_STAMPING: D 412 1983
 LZ1598_MARK LOGO: NGS   
 LZ1598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1598+STABILITY: SURFACE MOTION
 LZ1598
 LZ1598  HISTORY     - Date     Condition        Report By
 LZ1598  HISTORY     - 1983     MONUMENTED       NGS
 LZ1598
 LZ1598                          STATION DESCRIPTION
 LZ1598
 LZ1598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LZ1598'1.5 KM (0.95 MI) SOUTH FROM CANTON.
 LZ1598'1.3 KM (0.85 MI) SOUTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE IN
 LZ1598'CANTON, THENCE 0.2 KM (0.1 MI) SOUTHEAST ALONG A GRAVEL ROAD TO THE
 LZ1598'MARK ON THE RIGHT, IN THE SOUTHEAST WINGWALL OF A BRIDGE OVER TOWANDA
 LZ1598'CREEK, 2.7 METERS (9.0 FT) SOUTHWEST OF THE CENTER OF THE ROAD.
 LZ1598'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1640 ***********************************************************************
 LZ1640  DESIGNATION -  D 413
 LZ1640  PID         -  LZ1640
 LZ1640  STATE/COUNTY-  PA/UNION
 LZ1640  USGS QUAD   -  ALLENWOOD (1973)
 LZ1640
 LZ1640                         *CURRENT SURVEY CONTROL
 LZ1640  ___________________________________________________________________
 LZ1640* NAD 83(1986)-  41 05 29.     (N)    076 53 02.     (W)     SCALED    
 LZ1640* NAVD 88     -       163.942  (meters)     537.87   (feet)  ADJUSTED  
 LZ1640  ___________________________________________________________________
 LZ1640  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LZ1640  DYNAMIC HT  -         163.871 (meters)     537.63  (feet)  COMP
 LZ1640  MODELED GRAV-     980,192.1   (mgal)                       NAVD 88
 LZ1640
 LZ1640  VERT ORDER  -  FIRST     CLASS II
 LZ1640
 LZ1640.The horizontal coordinates were scaled from a topographic map and have
 LZ1640.an estimated accuracy of +/- 6 seconds.
 LZ1640
 LZ1640.The orthometric height was determined by differential leveling
 LZ1640.and adjusted by the National Geodetic Survey in June 1991..
 LZ1640
 LZ1640.The geoid height was determined by GEOID03.
 LZ1640
 LZ1640.The dynamic height is computed by dividing the NAVD 88
 LZ1640.geopotential number by the normal gravity value computed on the
 LZ1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1640.degrees latitude (g = 980.6199 gals.).
 LZ1640
 LZ1640.The modeled gravity was interpolated from observed gravity values.
 LZ1640
 LZ1640;                    North         East    Units  Estimated Accuracy
 LZ1640;SPC PA N     -   103,060.      672,770.      MT  (+/- 180 meters Scaled)
 LZ1640
 LZ1640                          SUPERSEDED SURVEY CONTROL
 LZ1640
 LZ1640.No superseded survey control is available for this station.
 LZ1640
 LZ1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL417506(NAD 83)
 LZ1640_MARKER: I = METAL ROD
 LZ1640_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LZ1640+WITH SETTING: INFORMATION.
 LZ1640_SP_SET: SHALLOW SET METAL ROD
 LZ1640_STAMPING: D 413 1983
 LZ1640_MARK LOGO: NGS   
 LZ1640_PROJECTION: FLUSH
 LZ1640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1640_ROD/PIPE-DEPTH: 1.2  meters
 LZ1640
 LZ1640  HISTORY     - Date     Condition        Report By
 LZ1640  HISTORY     - 1983     MONUMENTED       NGS
 LZ1640
 LZ1640                          STATION DESCRIPTION
 LZ1640
 LZ1640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LZ1640'2.2 KM (1.4 MI) SOUTH FROM ALLENWOOD.
 LZ1640'2.2 KM (1.4 MI) SOUTH ALONG U.S. HIGHWAY 15 FROM THE POST OFFICE IN
 LZ1640'ALLENWOOD TO THE MARK ON THE LEFT, 16.0 METERS (53.5 FT) EAST OF THE
 LZ1640'CENTERLINE OF NORTHBOUND LANE OF HIGHWAY, 0.91 METER (3.0 FT) SOUTH OF
 LZ1640'A SIGN (SUSQUEHANNA ANTIQUE CENTER).  NOTE--SEVERAL ATTEMPTS WERE MADE
 LZ1640'TO DRIVE THE ROD AND IT WAS DRIVEN TO REFUSAL AND ANCHORED AT
 LZ1640'1.2 METERS.
 LZ1640'THE MARK IS 0.60 METERS  N FROM A WITNESS POST.
 LZ1640'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY2922 ***********************************************************************
 KY2922  DESIGNATION -  D 414
 KY2922  PID         -  KY2922
 KY2922  STATE/COUNTY-  PA/BUTLER
 KY2922  USGS QUAD   -  EVANS CITY (1977)
 KY2922
 KY2922                         *CURRENT SURVEY CONTROL
 KY2922  ___________________________________________________________________
 KY2922* NAD 83(1986)-  40 50 03.     (N)    080 00 22.     (W)     SCALED    
 KY2922* NAVD 88     -       387.070  (meters)    1269.91   (feet)  ADJUSTED  
 KY2922  ___________________________________________________________________
 KY2922  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KY2922  DYNAMIC HT  -         386.872 (meters)    1269.26  (feet)  COMP
 KY2922  MODELED GRAV-     980,104.2   (mgal)                       NAVD 88
 KY2922
 KY2922  VERT ORDER  -  FIRST     CLASS II
 KY2922
 KY2922.The horizontal coordinates were scaled from a topographic map and have
 KY2922.an estimated accuracy of +/- 6 seconds.
 KY2922
 KY2922.The orthometric height was determined by differential leveling
 KY2922.and adjusted by the National Geodetic Survey in June 1991..
 KY2922
 KY2922.The geoid height was determined by GEOID03.
 KY2922
 KY2922.The dynamic height is computed by dividing the NAVD 88
 KY2922.geopotential number by the normal gravity value computed on the
 KY2922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2922.degrees latitude (g = 980.6199 gals.).
 KY2922
 KY2922.The modeled gravity was interpolated from observed gravity values.
 KY2922
 KY2922;                    North         East    Units  Estimated Accuracy
 KY2922;SPC PA S     -   169,080.      409,730.      MT  (+/- 180 meters Scaled)
 KY2922
 KY2922                          SUPERSEDED SURVEY CONTROL
 KY2922
 KY2922  NGVD 29 (06/03/92)  387.210  (m)         1270.37   (f) ADJUSTED    1 2
 KY2922
 KY2922.Superseded values are not recommended for survey control.
 KY2922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2922.See file dsdata.txt to determine how the superseded data were derived.
 KY2922
 KY2922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF837208(NAD 83)
 KY2922_MARKER: I = METAL ROD
 KY2922_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KY2922+WITH SETTING: INFORMATION.
 KY2922_SP_SET: SHALLOW SET METAL ROD
 KY2922_STAMPING: D 414 1983
 KY2922_MARK LOGO: NGS   
 KY2922_PROJECTION: FLUSH
 KY2922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY2922_ROD/PIPE-DEPTH: 3.0  meters
 KY2922
 KY2922  HISTORY     - Date     Condition        Report By
 KY2922  HISTORY     - 1983     MONUMENTED       NGS
 KY2922
 KY2922                          STATION DESCRIPTION
 KY2922
 KY2922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2922'10.8 KM (6.75 MI) WEST FROM BUTLER.
 KY2922'10.8 KM (6.75 MI) WEST ALONG STATE HIGHWAY 68 FROM THE INTERSECTION OF
 KY2922'SOUTH MAIN STREET AND EAST JEFFERSON STREET IN BUTLER TO THE MARK ON
 KY2922'THE RIGHT, AT A Y-FORK, ALSO 9.6 KM (6.0 MI) EAST ALONG STATE HIGHWAY
 KY2922'68 FROM THE BRIDGE OVER BREAKNECK CREEK IN EVANS CITY, 12.6 METERS
 KY2922'(41.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 17.9 METERS
 KY2922'(59.0 FT) SOUTH OF A SIGN FOR THE WHITE OAK SPRINGS UNITED
 KY2922'PRESBYTERIAN CHURCH, 3.0 METERS (10.0 FT) EAST OF A GUY POLE,
 KY2922'3.0 METERS (10.0 FT) WEST OF A POWER POLE.  NOTE--SEVERAL ATTEMPTS
 KY2922'WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL AND ANCHORED.
 KY2922'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0842 ***********************************************************************
 NC0842  DESIGNATION -  D 415
 NC0842  PID         -  NC0842
 NC0842  STATE/COUNTY-  PA/ERIE
 NC0842  USGS QUAD   -  HARBORCREEK (1996)
 NC0842
 NC0842                         *CURRENT SURVEY CONTROL
 NC0842  ___________________________________________________________________
 NC0842* NAD 83(1986)-  42 11 17.     (N)    079 55 07.     (W)     SCALED    
 NC0842* NAVD 88     -       215.979  (meters)     708.59   (feet)  ADJUSTED  
 NC0842  ___________________________________________________________________
 NC0842  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 NC0842  DYNAMIC HT  -         215.904 (meters)     708.35  (feet)  COMP
 NC0842  MODELED GRAV-     980,269.0   (mgal)                       NAVD 88
 NC0842
 NC0842  VERT ORDER  -  FIRST     CLASS II
 NC0842
 NC0842.The horizontal coordinates were scaled from a topographic map and have
 NC0842.an estimated accuracy of +/- 6 seconds.
 NC0842
 NC0842.The orthometric height was determined by differential leveling
 NC0842.and adjusted by the National Geodetic Survey in June 1991..
 NC0842
 NC0842.The geoid height was determined by GEOID03.
 NC0842
 NC0842.The dynamic height is computed by dividing the NAVD 88
 NC0842.geopotential number by the normal gravity value computed on the
 NC0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0842.degrees latitude (g = 980.6199 gals.).
 NC0842
 NC0842.The modeled gravity was interpolated from observed gravity values.
 NC0842
 NC0842;                    North         East    Units  Estimated Accuracy
 NC0842;SPC PA N     -   226,740.      420,870.      MT  (+/- 180 meters Scaled)
 NC0842
 NC0842                          SUPERSEDED SURVEY CONTROL
 NC0842
 NC0842  NGVD 29 (06/03/92)  216.152  (m)          709.16   (f) ADJUSTED    1 2
 NC0842
 NC0842.Superseded values are not recommended for survey control.
 NC0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0842.See file dsdata.txt to determine how the superseded data were derived.
 NC0842
 NC0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG892712(NAD 83)
 NC0842_MARKER: I = METAL ROD
 NC0842_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NC0842_SP_SET: STAINLESS STEEL ROD
 NC0842_STAMPING: D 415 1983
 NC0842_MARK LOGO: NGS   
 NC0842_PROJECTION: FLUSH
 NC0842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0842_ROD/PIPE-DEPTH: 3.1  meters
 NC0842
 NC0842  HISTORY     - Date     Condition        Report By
 NC0842  HISTORY     - 1983     MONUMENTED       NGS
 NC0842
 NC0842                          STATION DESCRIPTION
 NC0842
 NC0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NC0842'3.1 KM (1.95 MI) EAST FROM HARBORCREEK.
 NC0842'3.1 KM (1.95 MI) EAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE IN
 NC0842'HARBORCREEK TO THE JUNCTION OF KING ROAD AND THE MARK ON THE RIGHT,
 NC0842'19.05 METERS (62.5 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 NC0842'12.50 METERS (41.0 FT) EAST OF THE CENTER OF KING ROAD, 13.90 METERS
 NC0842'(45.6 FT) WEST OF THE NORTHWEST CORNER OF A WOOD FRAME HOUSE,
 NC0842'0.46 METER (1.5 FT) NORTHWEST OF A UTILITY POLE.  NOTE--SEVERAL
 NC0842'ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL AND ANCHORED AT
 NC0842'3.1 METERS.
 NC0842'THE MARK IS 0.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1050 ***********************************************************************
 JW1050  DESIGNATION -  D 416
 JW1050  PID         -  JW1050
 JW1050  STATE/COUNTY-  PA/FAYETTE
 JW1050  USGS QUAD   -  SMITHFIELD (1979)
 JW1050
 JW1050                         *CURRENT SURVEY CONTROL
 JW1050  ___________________________________________________________________
 JW1050* NAD 83(1986)-  39 45 14.     (N)    079 51 27.     (W)     SCALED    
 JW1050* NAVD 88     -       349.400  (meters)    1146.32   (feet)  ADJUSTED  
 JW1050  ___________________________________________________________________
 JW1050  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 JW1050  DYNAMIC HT  -         349.201 (meters)    1145.67  (feet)  COMP
 JW1050  MODELED GRAV-     980,046.3   (mgal)                       NAVD 88
 JW1050
 JW1050  VERT ORDER  -  FIRST     CLASS II
 JW1050
 JW1050.The horizontal coordinates were scaled from a topographic map and have
 JW1050.an estimated accuracy of +/- 6 seconds.
 JW1050
 JW1050.The orthometric height was determined by differential leveling
 JW1050.and adjusted by the National Geodetic Survey in June 1991..
 JW1050
 JW1050.The geoid height was determined by GEOID03.
 JW1050
 JW1050.The dynamic height is computed by dividing the NAVD 88
 JW1050.geopotential number by the normal gravity value computed on the
 JW1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1050.degrees latitude (g = 980.6199 gals.).
 JW1050
 JW1050.The modeled gravity was interpolated from observed gravity values.
 JW1050
 JW1050;                    North         East    Units  Estimated Accuracy
 JW1050;SPC PA S     -    48,850.      419,400.      MT  (+/- 180 meters Scaled)
 JW1050
 JW1050                          SUPERSEDED SURVEY CONTROL
 JW1050
 JW1050.No superseded survey control is available for this station.
 JW1050
 JW1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE978010(NAD 83)
 JW1050_MARKER: I = METAL ROD
 JW1050_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JW1050_SP_SET: STAINLESS STEEL ROD
 JW1050_STAMPING: D 416 1983
 JW1050_MARK LOGO: NGS   
 JW1050_PROJECTION: FLUSH
 JW1050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1050_ROD/PIPE-DEPTH: 3.8  meters
 JW1050
 JW1050  HISTORY     - Date     Condition        Report By
 JW1050  HISTORY     - 1983     MONUMENTED       NGS
 JW1050
 JW1050                          STATION DESCRIPTION
 JW1050
 JW1050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1050'5.3 KM (3.3 MI) NE FROM POINT MARION.
 JW1050'5.3 KM (3.3 MI) NORTHEAST ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE
 JW1050'IN POINT MARION TO THE MARK ON THE LEFT, 7.62 METERS (25.0 FT) WEST OF
 JW1050'THE CENTERLINE OF THE HIGHWAY, 18.35 METERS (60.2 FT) WEST-NORTHWEST
 JW1050'OF AND ACROSS THE HIGHWAY FROM THE NORTHWEST CORNER OF MIKE AND
 JW1050'MARGIES LOUNGE (A LARGE FOUR-STORY BUILDING), 0.67 METER (2.2 FT) WEST
 JW1050'OF A UTILITY POLE WITH A TRANSFORMER.
 JW1050'THE MARK IS 0.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1935 ***********************************************************************
 KX1935  DESIGNATION -  D 417
 KX1935  PID         -  KX1935
 KX1935  STATE/COUNTY-  PA/ALLEGHENY
 KX1935  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1935
 KX1935                         *CURRENT SURVEY CONTROL
 KX1935  ___________________________________________________________________
 KX1935* NAD 83(1986)-  40 24 07.     (N)    079 52 53.     (W)     SCALED    
 KX1935* NAVD 88     -       256.121  (meters)     840.29   (feet)  ADJUSTED  
 KX1935  ___________________________________________________________________
 KX1935  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 KX1935  DYNAMIC HT  -         255.988 (meters)     839.85  (feet)  COMP
 KX1935  MODELED GRAV-     980,101.6   (mgal)                       NAVD 88
 KX1935
 KX1935  VERT ORDER  -  FIRST     CLASS II
 KX1935
 KX1935.The horizontal coordinates were scaled from a topographic map and have
 KX1935.an estimated accuracy of +/- 6 seconds.
 KX1935
 KX1935.The orthometric height was determined by differential leveling
 KX1935.and adjusted by the National Geodetic Survey in June 1991..
 KX1935
 KX1935.The geoid height was determined by GEOID03.
 KX1935
 KX1935.The dynamic height is computed by dividing the NAVD 88
 KX1935.geopotential number by the normal gravity value computed on the
 KX1935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1935.degrees latitude (g = 980.6199 gals.).
 KX1935
 KX1935.The modeled gravity was interpolated from observed gravity values.
 KX1935
 KX1935;                    North         East    Units  Estimated Accuracy
 KX1935;SPC PA S     -   120,840.      419,090.      MT  (+/- 180 meters Scaled)
 KX1935
 KX1935                          SUPERSEDED SURVEY CONTROL
 KX1935
 KX1935.No superseded survey control is available for this station.
 KX1935
 KX1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE949729(NAD 83)
 KX1935_MARKER: DB = BENCH MARK DISK
 KX1935_SETTING: 66 = SET IN ROCK OUTCROP
 KX1935_SP_SET: ROCK OUTCROP
 KX1935_STAMPING: D 417 1983
 KX1935_MARK LOGO: NGS   
 KX1935_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX1935+STABILITY: POSITION/ELEVATION WELL
 KX1935
 KX1935  HISTORY     - Date     Condition        Report By
 KX1935  HISTORY     - 1983     MONUMENTED       NGS
 KX1935
 KX1935                          STATION DESCRIPTION
 KX1935
 KX1935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KX1935'0.2 KM (0.15 MI) SOUTH FROM WHITAKER.
 KX1935'0.2 KM (0.15 MI) SOUTH ALONG STATE HIGHWAY 837 FROM THE SOUTHWEST END
 KX1935'OF THE RANKIN BRIDGE OVER THE MONONGAHELA RIVER IN WHITAKER, TO THE
 KX1935'MARK ON THE RIGHT, SET VERTICALLY, IN THE FACE OF A ROCK CUT,
 KX1935'8.84 METERS (29.0 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND
 KX1935'LANE OF THE HIGHWAY, 2.13 METERS (7.0 FT) WEST OF A FIRE HYDRANT.
 KX1935'THE MARK IS 1.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1932 ***********************************************************************
 KX1932  DESIGNATION -  D 419
 KX1932  PID         -  KX1932
 KX1932  STATE/COUNTY-  PA/ALLEGHENY
 KX1932  USGS QUAD   -  GLASSPORT (1988)
 KX1932
 KX1932                         *CURRENT SURVEY CONTROL
 KX1932  ___________________________________________________________________
 KX1932* NAD 83(1986)-  40 21 23.     (N)    079 52 33.     (W)     SCALED    
 KX1932* NAVD 88     -       230.857  (meters)     757.40   (feet)  ADJUSTED  
 KX1932  ___________________________________________________________________
 KX1932  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 KX1932  DYNAMIC HT  -         230.736 (meters)     757.01  (feet)  COMP
 KX1932  MODELED GRAV-     980,097.5   (mgal)                       NAVD 88
 KX1932
 KX1932  VERT ORDER  -  FIRST     CLASS II
 KX1932
 KX1932.The horizontal coordinates were scaled from a topographic map and have
 KX1932.an estimated accuracy of +/- 6 seconds.
 KX1932
 KX1932.The orthometric height was determined by differential leveling
 KX1932.and adjusted by the National Geodetic Survey in June 1991..
 KX1932
 KX1932.The geoid height was determined by GEOID03.
 KX1932
 KX1932.The dynamic height is computed by dividing the NAVD 88
 KX1932.geopotential number by the normal gravity value computed on the
 KX1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1932.degrees latitude (g = 980.6199 gals.).
 KX1932
 KX1932.The modeled gravity was interpolated from observed gravity values.
 KX1932
 KX1932;                    North         East    Units  Estimated Accuracy
 KX1932;SPC PA S     -   115,770.      419,440.      MT  (+/- 180 meters Scaled)
 KX1932
 KX1932                          SUPERSEDED SURVEY CONTROL
 KX1932
 KX1932.No superseded survey control is available for this station.
 KX1932
 KX1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE954679(NAD 83)
 KX1932_MARKER: DB = BENCH MARK DISK
 KX1932_SETTING: 66 = SET IN ROCK OUTCROP
 KX1932_SP_SET: ROCK LEDGE
 KX1932_STAMPING: D 419 1983
 KX1932_MARK LOGO: NGS   
 KX1932_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KX1932_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX1932+STABILITY: POSITION/ELEVATION WELL
 KX1932
 KX1932  HISTORY     - Date     Condition        Report By
 KX1932  HISTORY     - 1983     MONUMENTED       NGS
 KX1932  HISTORY     - 19890701 GOOD             HARTMN
 KX1932
 KX1932                          STATION DESCRIPTION
 KX1932
 KX1932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KX1932'2.8 KM (1.75 MI) WEST FROM DUQUESNE.
 KX1932'THE MARK IS 0.3 M ABOVE HIGHWAY.
 KX1932'2.8 KM (1.75 MI) WEST ALONG STATE HIGHWAY 837 FROM THE NORTHWEST END
 KX1932'OF THE MCKEESPORT BRIDGE OVER THE MONONGAHELA RIVER IN DUQUESNE TO THE
 KX1932'MARK ON THE RIGHT, IN THE BOTTOM LEDGE OF AND CENTERED IN A LARGE ROCK
 KX1932'CUT, 0.2 KM (0.1 MI) NORTHEAST OF THE CROSSING OF THE CONRAIL
 KX1932'RAILROAD, 5.79 METERS (19.0 FT) NORTH OF THE CENTERLINE OF THE
 KX1932'HIGHWAY.
 KX1932'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
 KX1932
 KX1932                          STATION RECOVERY (1989)
 KX1932
 KX1932'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1989
 KX1932'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 15.9, IN DRAVOSBURG
 KX1932'BOROUGH, 0.85 MI (1.37 KM) NORTHEAST ALONG ROUTE 837 FROM THE
 KX1932'OVERHEAD CROSSING OF THE DRAVOSBURG (MANSFIELD) BRIDGE, 1.75 MI
 KX1932'(2.82 KM) WEST ALONG ROUTE 837 FROM THE NORTHWEST END OF THE
 KX1932'MCKEESPORT-DUQUESNE BRIDGE OVER THE MONONGAHELA RIVER TO THE MARK ON
 KX1932'THE RIGHT, A STANDARD NGS BENCHMARK DISK SET IN THE BOTTOM LEDGE OF
 KX1932'AND CENTERED IN A LARGE ROCK CUT FACE, BELOW AN ANCHOR SYMBOL CUT
 KX1932'INTO THE ROCK, ABOUT 0.1 MI (0.2 KM) NORTHEAST OF THE GRADE CROSSING
 KX1932'OF ROUTE 837 AND THE CONRAIL TRACKS, 19 FT (5.8 MT) NORTH OF THE
 KX1932'CENTERLINE OF THE HIGHWAY, 1 FT (0.3 MT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0305 ***********************************************************************
 KW0305  DESIGNATION -  D 42
 KW0305  PID         -  KW0305
 KW0305  STATE/COUNTY-  PA/SCHUYLKILL
 KW0305  USGS QUAD   -  SHENANDOAH (1977)
 KW0305
 KW0305                         *CURRENT SURVEY CONTROL
 KW0305  ___________________________________________________________________
 KW0305* NAD 83(1986)-  40 46 37.     (N)    076 13 29.     (W)     SCALED    
 KW0305* NAVD 88     -       451.682  (meters)    1481.89   (feet)  ADJUSTED  
 KW0305  ___________________________________________________________________
 KW0305  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KW0305  DYNAMIC HT  -         451.456 (meters)    1481.15  (feet)  COMP
 KW0305  MODELED GRAV-     980,110.1   (mgal)                       NAVD 88
 KW0305
 KW0305  VERT ORDER  -  SECOND    CLASS 0
 KW0305
 KW0305.The horizontal coordinates were scaled from a topographic map and have
 KW0305.an estimated accuracy of +/- 6 seconds.
 KW0305
 KW0305.The orthometric height was determined by differential leveling
 KW0305.and adjusted by the National Geodetic Survey in June 1991..
 KW0305
 KW0305.The geoid height was determined by GEOID03.
 KW0305
 KW0305.The dynamic height is computed by dividing the NAVD 88
 KW0305.geopotential number by the normal gravity value computed on the
 KW0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0305.degrees latitude (g = 980.6199 gals.).
 KW0305
 KW0305.The modeled gravity was interpolated from observed gravity values.
 KW0305
 KW0305;                    North         East    Units  Estimated Accuracy
 KW0305;SPC PA S     -   161,410.      728,750.      MT  (+/- 180 meters Scaled)
 KW0305
 KW0305                          SUPERSEDED SURVEY CONTROL
 KW0305
 KW0305  NGVD 29 (??/??/??)  451.894  (m)         1482.59   (f) ADJUSTED    2 0
 KW0305
 KW0305.Superseded values are not recommended for survey control.
 KW0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0305.See file dsdata.txt to determine how the superseded data were derived.
 KW0305
 KW0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL966147(NAD 83)
 KW0305_MARKER: DB = BENCH MARK DISK
 KW0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0305_STAMPING: D 42 1934
 KW0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0305+STABILITY: SURFACE MOTION
 KW0305
 KW0305  HISTORY     - Date     Condition        Report By
 KW0305  HISTORY     - 1934     MONUMENTED       CGS
 KW0305  HISTORY     - 1960     GOOD             CGS
 KW0305
 KW0305                          STATION DESCRIPTION
 KW0305
 KW0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0305'AT FRACKVILLE.
 KW0305'AT FRACKVILLE, SCHUYLKILL COUNTY, ABOUT 0.8 MILE SOUTH OF THE
 KW0305'PENNSYLVANIA RAILROAD STATION, ABOUT 190 FEET SOUTH OF THE SOUTH
 KW0305'WATER STAND, NEAR A SWITCH TO THE GULF REFINING CO. PLANT, 60
 KW0305'FEET WEST OF THE CENTER LINE OF THE SOUTH-BOUND TRACK, 12 FEET
 KW0305'NORTH OF THE PROPERTY LINE OF THE GULF REFINING CO., AND 1 FOOT
 KW0305'HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED D 42
 KW0305'1934 AND SET IN THE TOP OF A CONCRETE POST.
 KW0305
 KW0305                          STATION RECOVERY (1960)
 KW0305
 KW0305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KW0305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY2984 ***********************************************************************
 KY2984  DESIGNATION -  D 420
 KY2984  PID         -  KY2984
 KY2984  STATE/COUNTY-  PA/BEAVER
 KY2984  USGS QUAD   -  BEAVER FALLS (1990)
 KY2984
 KY2984                         *CURRENT SURVEY CONTROL
 KY2984  ___________________________________________________________________
 KY2984* NAD 83(1986)-  40 50 27.     (N)    080 19 01.     (W)     SCALED    
 KY2984* NAVD 88     -       252.374  (meters)     828.00   (feet)  ADJUSTED  
 KY2984  ___________________________________________________________________
 KY2984  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 KY2984  DYNAMIC HT  -         252.247 (meters)     827.58  (feet)  COMP
 KY2984  MODELED GRAV-     980,114.3   (mgal)                       NAVD 88
 KY2984
 KY2984  VERT ORDER  -  FIRST     CLASS II
 KY2984
 KY2984.The horizontal coordinates were scaled from a topographic map and have
 KY2984.an estimated accuracy of +/- 6 seconds.
 KY2984
 KY2984.The orthometric height was determined by differential leveling
 KY2984.and adjusted by the National Geodetic Survey in June 1991..
 KY2984
 KY2984.The geoid height was determined by GEOID03.
 KY2984
 KY2984.The dynamic height is computed by dividing the NAVD 88
 KY2984.geopotential number by the normal gravity value computed on the
 KY2984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2984.degrees latitude (g = 980.6199 gals.).
 KY2984
 KY2984.The modeled gravity was interpolated from observed gravity values.
 KY2984
 KY2984;                    North         East    Units  Estimated Accuracy
 KY2984;SPC PA S     -   170,540.      383,550.      MT  (+/- 180 meters Scaled)
 KY2984
 KY2984                          SUPERSEDED SURVEY CONTROL
 KY2984
 KY2984  NGVD 29 (06/03/92)  252.498  (m)          828.40   (f) ADJUSTED    1 2
 KY2984
 KY2984.Superseded values are not recommended for survey control.
 KY2984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2984.See file dsdata.txt to determine how the superseded data were derived.
 KY2984
 KY2984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF575213(NAD 83)
 KY2984_MARKER: DB = BENCH MARK DISK
 KY2984_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KY2984_SP_SET: WINGWALL
 KY2984_STAMPING: D 420 1984
 KY2984_MARK LOGO: NGS   
 KY2984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY2984+STABILITY: SURFACE MOTION
 KY2984
 KY2984  HISTORY     - Date     Condition        Report By
 KY2984  HISTORY     - 1984     MONUMENTED       NGS
 KY2984
 KY2984                          STATION DESCRIPTION
 KY2984
 KY2984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KY2984'1.0 KM (0.65 MI) NE FROM KOPPEL.
 KY2984'1.0 KM (0.65 MI) NORTHEAST ALONG STATE HIGHWAY 351 FROM THE TOWN HALL
 KY2984'IN KOPPEL TO THE MARK ON THE RIGHT, IN THE SOUTHWEST WINGWALL OF THE
 KY2984'BRIDGE OVER BEAVER RIVER, 5.0 METERS (16.5 FT) SOUTHEAST OF THE
 KY2984'CENTERLINE OF THE HIGHWAY.
 KY2984'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3232 ***********************************************************************
 KW3232  DESIGNATION -  D 44 RESET
 KW3232  PID         -  KW3232
 KW3232  STATE/COUNTY-  PA/SCHUYLKILL
 KW3232  USGS QUAD   -  PINE GROVE (1977)
 KW3232
 KW3232                         *CURRENT SURVEY CONTROL
 KW3232  ___________________________________________________________________
 KW3232* NAD 83(1986)-  40 34 17.     (N)    076 24 17.     (W)     SCALED    
 KW3232* NAVD 88     -       169.85   (+/-2cm)     557.2    (feet)  VERTCON   
 KW3232  ___________________________________________________________________
 KW3232  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KW3232
 KW3232  VERT ORDER  -  THIRD (See Below)
 KW3232
 KW3232.The horizontal coordinates were scaled from a topographic map and have
 KW3232.an estimated accuracy of +/- 6 seconds.
 KW3232
 KW3232.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW3232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW3232.The vertical order pertains to the NGVD 29 superseded value.
 KW3232
 KW3232.The geoid height was determined by GEOID03.
 KW3232
 KW3232;                    North         East    Units  Estimated Accuracy
 KW3232;SPC PA S     -   138,340.      713,910.      MT  (+/- 180 meters Scaled)
 KW3232
 KW3232                          SUPERSEDED SURVEY CONTROL
 KW3232
 KW3232  NGVD 29 (02/24/03)  170.06   (m)          557.9    (f) RESET       3  
 KW3232
 KW3232.Superseded values are not recommended for survey control.
 KW3232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3232.See file dsdata.txt to determine how the superseded data were derived.
 KW3232
 KW3232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK810921(NAD 83)
 KW3232_MARKER: DV = VERTICAL CONTROL DISK
 KW3232_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 KW3232_SP_SET: PARAPET WALL
 KW3232_STAMPING: D 44 RESET 1984
 KW3232_MARK LOGO: NGS   
 KW3232_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW3232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW3232+STABILITY: SURFACE MOTION
 KW3232_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW3232+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2002
 KW3232
 KW3232  HISTORY     - Date     Condition        Report By
 KW3232  HISTORY     - 1984     MONUMENTED       NGS
 KW3232  HISTORY     - 20020325 GOOD             PADT
 KW3232
 KW3232                          STATION DESCRIPTION
 KW3232
 KW3232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KW3232'FROM THE POST OFFICE AT PINE GROVE, GO NORTH ON ONION STREET FOR 0.1
 KW3232'MI (0.2 KM) TO A CROSSROADS, TURN RIGHT AND GO EAST ON STATE HIGHWAY
 KW3232'443 (TULPEHOCKEN ST) FOR 0.45 MI (0.72 KM) TO A CROSSROADS, TURN LEFT
 KW3232'AND GO NORTH ON STATE HIGHWAY 125 (TULPEHOCKEN ST) FOR 1.7 MI
 KW3232'(2.7 KM) TO A SIDE ROAD LEFT, TURN LEFT AND GO WESTERLY ON SCHULTZ
 KW3232'ROAD FOR 0.05 MI (0.08 KM) TO A ROAD LEFT AND THE BENCH MARK 197 FT
 KW3232'(60.0 M) TO THE SOUTHWEST ALONG A SMALL STREAM, 64 FT (19.5 M)
 KW3232'SOUTHEAST FROM THE NORTH CORNER OF A HOUSE OWNED BY STANLEY BARR, 31.5
 KW3232'FT (9.6 M) SOUTHEAST FROM THE CENTER OF A PRIVATE ROAD AND 6.5 FT
 KW3232'(2.0 M) WEST FROM A 16-INCH MAPLE TREE, MARK IS LEVEL WITH THE ROAD.
 KW3232
 KW3232                          STATION RECOVERY (2002)
 KW3232
 KW3232'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (SQ)
 KW3232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0284 ***********************************************************************
 LZ0284  DESIGNATION -  D 45
 LZ0284  PID         -  LZ0284
 LZ0284  STATE/COUNTY-  PA/LYCOMING
 LZ0284  USGS QUAD   -  MONTOURSVILLE SOUTH (1994)
 LZ0284
 LZ0284                         *CURRENT SURVEY CONTROL
 LZ0284  ___________________________________________________________________
 LZ0284* NAD 83(1986)-  41 13 51.     (N)    076 55 53.     (W)     SCALED    
 LZ0284* NAVD 88     -       159.541  (meters)     523.43   (feet)  ADJUSTED  
 LZ0284  ___________________________________________________________________
 LZ0284  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 LZ0284  DYNAMIC HT  -         159.469 (meters)     523.19  (feet)  COMP
 LZ0284  MODELED GRAV-     980,171.9   (mgal)                       NAVD 88
 LZ0284
 LZ0284  VERT ORDER  -  SECOND    CLASS 0
 LZ0284
 LZ0284.The horizontal coordinates were scaled from a topographic map and have
 LZ0284.an estimated accuracy of +/- 6 seconds.
 LZ0284
 LZ0284.The orthometric height was determined by differential leveling
 LZ0284.and adjusted by the National Geodetic Survey in June 1991..
 LZ0284
 LZ0284.The geoid height was determined by GEOID03.
 LZ0284
 LZ0284.The dynamic height is computed by dividing the NAVD 88
 LZ0284.geopotential number by the normal gravity value computed on the
 LZ0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0284.degrees latitude (g = 980.6199 gals.).
 LZ0284
 LZ0284.The modeled gravity was interpolated from observed gravity values.
 LZ0284
 LZ0284;                    North         East    Units  Estimated Accuracy
 LZ0284;SPC PA N     -   118,500.      668,630.      MT  (+/- 180 meters Scaled)
 LZ0284
 LZ0284                          SUPERSEDED SURVEY CONTROL
 LZ0284
 LZ0284  NGVD 29 (??/??/92)  159.755  (m)          524.13   (f) ADJ UNCH    2 0
 LZ0284
 LZ0284.Superseded values are not recommended for survey control.
 LZ0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0284.See file dsdata.txt to determine how the superseded data were derived.
 LZ0284
 LZ0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL381661(NAD 83)
 LZ0284_MARKER: DB = BENCH MARK DISK
 LZ0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0284_STAMPING: D 45 1934
 LZ0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0284+STABILITY: SURFACE MOTION
 LZ0284
 LZ0284  HISTORY     - Date     Condition        Report By
 LZ0284  HISTORY     - 1934     MONUMENTED       CGS
 LZ0284  HISTORY     - 1966     GOOD             NGS
 LZ0284
 LZ0284                          STATION DESCRIPTION
 LZ0284
 LZ0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 LZ0284'4.3 MI E FROM WILLIAMSPORT.
 LZ0284'4.3 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM MARKET
 LZ0284'STREET STATION AT WILLIAMSPORT, LYCOMING COUNTY, ABOUT 1,300
 LZ0284'FEET WEST OF MILEPOST 253, ABOUT 200 FEET NORTH OF A 2-STORY
 LZ0284'FRAME DWELLING, AT A DIRT-ROAD CROSSING, ABOUT 50 FEET EAST OF THE
 LZ0284'ROAD, ABOUT 50 FEET SOUTH OF THE CENTER LINE OF THE WEST-BOUND
 LZ0284'TRACK, AND ABOUT 2 FEET HIGHER THAN THE TOP OF THE RAIL.  A
 LZ0284'STANDARD DISK, STAMPED D 45 1934 AND SET IN THE TOP OF A CONCRETE
 LZ0284'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1495 ***********************************************************************
 KW1495  DESIGNATION -  D 46
 KW1495  PID         -  KW1495
 KW1495  STATE/COUNTY-  PA/LEBANON
 KW1495  USGS QUAD   -  TOWER CITY (1974)
 KW1495
 KW1495                         *CURRENT SURVEY CONTROL
 KW1495  ___________________________________________________________________
 KW1495* NAD 83(1986)-  40 30 15.     (N)    076 30 40.     (W)     SCALED    
 KW1495* NAVD 88     -       142.835  (meters)     468.62   (feet)  ADJUSTED  
 KW1495  ___________________________________________________________________
 KW1495  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 KW1495  DYNAMIC HT  -         142.763 (meters)     468.38  (feet)  COMP
 KW1495  MODELED GRAV-     980,123.2   (mgal)                       NAVD 88
 KW1495
 KW1495  VERT ORDER  -  SECOND    CLASS 0
 KW1495
 KW1495.The horizontal coordinates were scaled from a topographic map and have
 KW1495.an estimated accuracy of +/- 6 seconds.
 KW1495
 KW1495.The orthometric height was determined by differential leveling
 KW1495.and adjusted by the National Geodetic Survey in June 1991..
 KW1495
 KW1495.The geoid height was determined by GEOID03.
 KW1495
 KW1495.The dynamic height is computed by dividing the NAVD 88
 KW1495.geopotential number by the normal gravity value computed on the
 KW1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1495.degrees latitude (g = 980.6199 gals.).
 KW1495
 KW1495.The modeled gravity was interpolated from observed gravity values.
 KW1495
 KW1495;                    North         East    Units  Estimated Accuracy
 KW1495;SPC PA S     -   130,740.      705,000.      MT  (+/- 180 meters Scaled)
 KW1495
 KW1495                          SUPERSEDED SURVEY CONTROL
 KW1495
 KW1495  NGVD 29 (??/??/??)  143.038  (m)          469.28   (f) ADJUSTED    2 0
 KW1495
 KW1495.Superseded values are not recommended for survey control.
 KW1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1495.See file dsdata.txt to determine how the superseded data were derived.
 KW1495
 KW1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK719848(NAD 83)
 KW1495_MARKER: DB = BENCH MARK DISK
 KW1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1495_STAMPING: D 46 1934
 KW1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1495+STABILITY: SURFACE MOTION
 KW1495
 KW1495  HISTORY     - Date     Condition        Report By
 KW1495  HISTORY     - 1934     MONUMENTED       CGS
 KW1495  HISTORY     - 1967     MARK NOT FOUND   CGS
 KW1495  HISTORY     - 20060121 MARK NOT FOUND   GEOCAC
 KW1495
 KW1495                          STATION DESCRIPTION
 KW1495
 KW1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1495'1.1 MI E FROM MURRAY.
 KW1495'1.1 MILES EAST ALONG THE READING RAILWAY FROM MURRAY, LEBANON
 KW1495'COUNTY, BETWEEN THE THIRTY-FIRST AND THIRTY-SECOND POLES EAST
 KW1495'OF MILEPOST 15, WEST OF A SIDING, 36 FEET NORTHWEST OF A ROAD
 KW1495'CROSSING, 24 FEET WEST OF THE CENTERLINE OF THE ROAD, 30 FEET
 KW1495'NORTH OF THE CENTERLINE OF THE TRACK, AND 1.5 FEET LOWER THAN
 KW1495'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED D 46 1934 AND
 KW1495'SET IN THE TOP OF A CONCRETE POST.
 KW1495
 KW1495                          STATION RECOVERY (1967)
 KW1495
 KW1495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KW1495'MARK NOT FOUND.
 KW1495
 KW1495                          STATION RECOVERY (2006)
 KW1495
 KW1495'RECOVERY NOTE BY GEOCACHING 2006 (M)
 KW1495'TRACKS HAVE BEEN REMOVED. BERM HAS BEEN BUILT UP BESIDE ROAD. MARK MAY
 KW1495'BE BURIED OR GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0127 ***********************************************************************
 LZ0127  DESIGNATION -  D 47
 LZ0127  PID         -  LZ0127
 LZ0127  STATE/COUNTY-  PA/LUZERNE
 LZ0127  USGS QUAD   -  BERWICK (1989)
 LZ0127
 LZ0127                         *CURRENT SURVEY CONTROL
 LZ0127  ___________________________________________________________________
 LZ0127* NAD 83(1986)-  41 05 26.     (N)    076 08 10.     (W)     SCALED    
 LZ0127* NAVD 88     -       158.135  (meters)     518.81   (feet)  ADJUSTED  
 LZ0127  ___________________________________________________________________
 LZ0127  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 LZ0127  DYNAMIC HT  -         158.070 (meters)     518.60  (feet)  COMP
 LZ0127  MODELED GRAV-     980,206.1   (mgal)                       NAVD 88
 LZ0127
 LZ0127  VERT ORDER  -  SECOND    CLASS 0
 LZ0127
 LZ0127.The horizontal coordinates were scaled from a topographic map and have
 LZ0127.an estimated accuracy of +/- 6 seconds.
 LZ0127
 LZ0127.The orthometric height was determined by differential leveling
 LZ0127.and adjusted by the National Geodetic Survey in June 1991..
 LZ0127
 LZ0127.The geoid height was determined by GEOID03.
 LZ0127
 LZ0127.The dynamic height is computed by dividing the NAVD 88
 LZ0127.geopotential number by the normal gravity value computed on the
 LZ0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0127.degrees latitude (g = 980.6199 gals.).
 LZ0127
 LZ0127.The modeled gravity was interpolated from observed gravity values.
 LZ0127
 LZ0127;                    North         East    Units  Estimated Accuracy
 LZ0127;SPC PA N     -   103,860.      735,590.      MT  (+/- 180 meters Scaled)
 LZ0127
 LZ0127                          SUPERSEDED SURVEY CONTROL
 LZ0127
 LZ0127  NGVD 29 (??/??/92)  158.350  (m)          519.52   (f) ADJ UNCH    2 0
 LZ0127
 LZ0127.Superseded values are not recommended for survey control.
 LZ0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0127.See file dsdata.txt to determine how the superseded data were derived.
 LZ0127
 LZ0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL045494(NAD 83)
 LZ0127_MARKER: DB = BENCH MARK DISK
 LZ0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0127_STAMPING: D 47 1934
 LZ0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0127+STABILITY: SURFACE MOTION
 LZ0127
 LZ0127  HISTORY     - Date     Condition        Report By
 LZ0127  HISTORY     - 1934     MONUMENTED       USGS
 LZ0127  HISTORY     - 1955     MARK NOT FOUND   NGS
 LZ0127
 LZ0127                          STATION DESCRIPTION
 LZ0127
 LZ0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LZ0127'4.6 MI SW FROM SHICKSHINNY.
 LZ0127'DESCRIPTION-- 4.6 MILES SOUTHWEST ALONG THE ERIE-LACKAWANNA
 LZ0127'RAILROAD FROM SHICKSHINNY, 63 FEET SOUTH OF THE STATION AT
 LZ0127'HICKS FERRY, 680 FEET SOUTH OF MILEPOST 171, 200 FEET EAST OF THE
 LZ0127'CENTERLINE OF U.S. HIGHWAY 11, 15 FEET SOUTH OF THE CENTERLINE OF
 LZ0127'A PRIVATE ROAD, 12 FEET WEST OF THE WEST RAIL, AND LEVEL WITH THE
 LZ0127'TOP OF THE RAIL.  A STANDARD DISK, STAMPED D 47 1934 AND SET IN
 LZ0127'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 LZ0127'NOTE-- A NEW SPUR LINE TO THE RAILROAD HAS BEEN CONSTRUCTED AND
 LZ0127'THE MARKER, FROM THE DESCRIPTION GIVEN, WOULD BE LOCATED BETWEEN
 LZ0127'THE RAILS OF THE RAILROAD SPUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2765 ***********************************************************************
 KV2765  DESIGNATION -  D 48
 KV2765  PID         -  KV2765
 KV2765  STATE/COUNTY-  PA/CARBON
 KV2765  USGS QUAD   -  CHRISTMANS (1992)
 KV2765
 KV2765                         *CURRENT SURVEY CONTROL
 KV2765  ___________________________________________________________________
 KV2765* NAD 83(1986)-  40 55 11.     (N)    075 44 28.     (W)     SCALED    
 KV2765* NAVD 88     -       212.028  (meters)     695.63   (feet)  ADJUSTED  
 KV2765  ___________________________________________________________________
 KV2765  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KV2765  DYNAMIC HT  -         211.926 (meters)     695.29  (feet)  COMP
 KV2765  MODELED GRAV-     980,140.3   (mgal)                       NAVD 88
 KV2765
 KV2765  VERT ORDER  -  SECOND    CLASS 0
 KV2765
 KV2765.The horizontal coordinates were scaled from a topographic map and have
 KV2765.an estimated accuracy of +/- 6 seconds.
 KV2765
 KV2765.The orthometric height was determined by differential leveling
 KV2765.and adjusted by the National Geodetic Survey in June 1991..
 KV2765
 KV2765.The geoid height was determined by GEOID03.
 KV2765
 KV2765.The dynamic height is computed by dividing the NAVD 88
 KV2765.geopotential number by the normal gravity value computed on the
 KV2765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2765.degrees latitude (g = 980.6199 gals.).
 KV2765
 KV2765.The modeled gravity was interpolated from observed gravity values.
 KV2765
 KV2765;                    North         East    Units  Estimated Accuracy
 KV2765;SPC PA N     -    85,590.      769,210.      MT  (+/- 180 meters Scaled)
 KV2765
 KV2765                          SUPERSEDED SURVEY CONTROL
 KV2765
 KV2765  NGVD 29 (??/??/??)  212.232  (m)          696.30   (f) ADJUSTED    2 0
 KV2765
 KV2765.Superseded values are not recommended for survey control.
 KV2765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2765.See file dsdata.txt to determine how the superseded data were derived.
 KV2765
 KV2765_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL375301(NAD 83)
 KV2765_MARKER: DB = BENCH MARK DISK
 KV2765_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2765_SP_SET: SIGNAL BASE
 KV2765_STAMPING: D 48 1934
 KV2765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2765
 KV2765  HISTORY     - Date     Condition        Report By
 KV2765  HISTORY     - 1934     MONUMENTED       CGS
 KV2765  HISTORY     - 1957     MARK NOT FOUND   CGS
 KV2765
 KV2765                          STATION DESCRIPTION
 KV2765
 KV2765'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KV2765'2 MI S FROM PENN HAVEN JUNCTION.
 KV2765'2.0 MILES SOUTH ALONG THE LEHIGH VALLEY RAILROAD FROM PENN HAVEN
 KV2765'JUNCTION, CARBON COUNTY, ABOUT 385 FEET SOUTH OF MILEPOST 129,
 KV2765'IN THE BASE OF A SIGNAL STANDARD, 10 FEET EAST OF THE CENTER
 KV2765'LINE OF THE TRACK, AND ABOUT 1.5 FEET LOWER THAN THE TOP OF THE
 KV2765'RAIL.  A STANDARD DISK, STAMPED D 48 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0227 ***********************************************************************
 LZ0227  DESIGNATION -  D 49
 LZ0227  PID         -  LZ0227
 LZ0227  STATE/COUNTY-  PA/SULLIVAN
 LZ0227  USGS QUAD   -  LAPORTE (1981)
 LZ0227
 LZ0227                         *CURRENT SURVEY CONTROL
 LZ0227  ___________________________________________________________________
 LZ0227* NAD 83(1986)-  41 29 24.     (N)    076 24 28.     (W)     SCALED    
 LZ0227* NAVD 88     -       559.103  (meters)    1834.32   (feet)  ADJUSTED  
 LZ0227  ___________________________________________________________________
 LZ0227  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 LZ0227  DYNAMIC HT  -         558.854 (meters)    1833.51  (feet)  COMP
 LZ0227  MODELED GRAV-     980,159.2   (mgal)                       NAVD 88
 LZ0227
 LZ0227  VERT ORDER  -  SECOND    CLASS 0
 LZ0227
 LZ0227.The horizontal coordinates were scaled from a topographic map and have
 LZ0227.an estimated accuracy of +/- 6 seconds.
 LZ0227
 LZ0227.The orthometric height was determined by differential leveling
 LZ0227.and adjusted by the National Geodetic Survey in June 1991..
 LZ0227
 LZ0227.The geoid height was determined by GEOID03.
 LZ0227
 LZ0227.The dynamic height is computed by dividing the NAVD 88
 LZ0227.geopotential number by the normal gravity value computed on the
 LZ0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0227.degrees latitude (g = 980.6199 gals.).
 LZ0227
 LZ0227.The modeled gravity was interpolated from observed gravity values.
 LZ0227
 LZ0227;                    North         East    Units  Estimated Accuracy
 LZ0227;SPC PA N     -   147,830.      712,080.      MT  (+/- 180 meters Scaled)
 LZ0227
 LZ0227                          SUPERSEDED SURVEY CONTROL
 LZ0227
 LZ0227  NGVD 29 (??/??/92)  559.265  (m)         1834.86   (f) ADJ UNCH    2 0
 LZ0227
 LZ0227.Superseded values are not recommended for survey control.
 LZ0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0227.See file dsdata.txt to determine how the superseded data were derived.
 LZ0227
 LZ0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL824941(NAD 83)
 LZ0227_MARKER: DB = BENCH MARK DISK
 LZ0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0227_STAMPING: D 49 1934
 LZ0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0227+STABILITY: SURFACE MOTION
 LZ0227
 LZ0227  HISTORY     - Date     Condition        Report By
 LZ0227  HISTORY     - 1934     MONUMENTED       CGS
 LZ0227
 LZ0227                          STATION DESCRIPTION
 LZ0227
 LZ0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0227'AT SATTERFIELD.
 LZ0227'AT SATTERFIELD, SULLIVAN COUNTY, 57 FEET SOUTH OF THE FORMER
 LZ0227'WILLIAMSPORT AND NORTH BRANCH RAILWAY STATION, AND 15 FEET SOUTH
 LZ0227'OF POLE 1675.  A STANDARD DISK, STAMPED D 49 1934 AND SET IN THE
 LZ0227'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0897 ***********************************************************************
 KW0897  DESIGNATION -  D 5
 KW0897  PID         -  KW0897
 KW0897  STATE/COUNTY-  PA/LANCASTER
 KW0897  USGS QUAD   -  COLUMBIA WEST (1990)
 KW0897
 KW0897                         *CURRENT SURVEY CONTROL
 KW0897  ___________________________________________________________________
 KW0897* NAD 83(1986)-  40 03 30.     (N)    076 35 49.     (W)     SCALED    
 KW0897* NAVD 88     -        79.437  (meters)     260.62   (feet)  ADJUSTED  
 KW0897  ___________________________________________________________________
 KW0897  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 KW0897  DYNAMIC HT  -          79.396 (meters)     260.49  (feet)  COMP
 KW0897  MODELED GRAV-     980,114.1   (mgal)                       NAVD 88
 KW0897
 KW0897  VERT ORDER  -  FIRST     CLASS II
 KW0897
 KW0897.The horizontal coordinates were scaled from a topographic map and have
 KW0897.an estimated accuracy of +/- 6 seconds.
 KW0897
 KW0897.The orthometric height was determined by differential leveling
 KW0897.and adjusted by the National Geodetic Survey in June 1991..
 KW0897
 KW0897.The geoid height was determined by GEOID03.
 KW0897
 KW0897.The dynamic height is computed by dividing the NAVD 88
 KW0897.geopotential number by the normal gravity value computed on the
 KW0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0897.degrees latitude (g = 980.6199 gals.).
 KW0897
 KW0897.The modeled gravity was interpolated from observed gravity values.
 KW0897
 KW0897;                    North         East    Units  Estimated Accuracy
 KW0897;SPC PA S     -    81,140.      698,380.      MT  (+/- 180 meters Scaled)
 KW0897
 KW0897                          SUPERSEDED SURVEY CONTROL
 KW0897
 KW0897  NGVD 29 (??/??/??)   79.686  (m)          261.44   (f) ADJUSTED    1 2
 KW0897
 KW0897.Superseded values are not recommended for survey control.
 KW0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0897.See file dsdata.txt to determine how the superseded data were derived.
 KW0897
 KW0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK637354(NAD 83)
 KW0897_MARKER: DB = BENCH MARK DISK
 KW0897_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0897_SP_SET: BRIDGE
 KW0897_STAMPING: D 5 1955
 KW0897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0897_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0897+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 KW0897
 KW0897  HISTORY     - Date     Condition        Report By
 KW0897  HISTORY     - 1955     MONUMENTED       CGS
 KW0897  HISTORY     - 1979     GOOD             NGS
 KW0897  HISTORY     - 20060311 GOOD             GEOCAC
 KW0897
 KW0897                          STATION DESCRIPTION
 KW0897
 KW0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KW0897'2.2 MI W FROM MARIETTA.
 KW0897'ABOUT 2.15 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW0897'FREIGHT STATION AT MARIETTA, ABOUT 145 YARDS WEST OF MILE POST
 KW0897'86, ABOUT 0.1 MILE EAST OF WEST END OF MARIETTA AIR FORCE BASE
 KW0897'FENCE, ABOUT 150 YARDS NORTH OF MAIN TRACKS OF THE PENNSYLVANIA
 KW0897'RAILROAD, IN THE TOP OF THE SOUTH END OF EAST CONCRETE ABUTMENT
 KW0897'OF A 10-FOOT CONCRETE BRIDGE OVER A CREEK, 7 FEET SOUTH OF SOUTH
 KW0897'RAIL OF SOUTH TRACK OF OLD MAIN LINE OF TRACK AND ABOUT 1 FOOT
 KW0897'BELOW LEVEL OF TRACK.
 KW0897
 KW0897                          STATION RECOVERY (1979)
 KW0897
 KW0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW0897'RECOVERED IN GOOD CONDITION.
 KW0897
 KW0897                          STATION RECOVERY (2006)
 KW0897
 KW0897'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0897'ONLY ONE TRACK REMAINS. TO GET TO THE MARK GO SOUTH ON VINEGAR FERRY
 KW0897'ROAD AND TURN LEFT JUST AFTER CROSSING THE OLD MAIN LINE TRACKS ONTO A
 KW0897'DIRT ROAD. OWNERSHIP OF THE AREA IS THE KELLER TRUST 717-653-8871.
 KW0897' 
 KW0897'N 40 03 29.6 W 076 35 49.9
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0430 ***********************************************************************
 KW0430  DESIGNATION -  D 50
 KW0430  PID         -  KW0430
 KW0430  STATE/COUNTY-  PA/SCHUYLKILL
 KW0430  USGS QUAD   -  DELANO (1976)
 KW0430
 KW0430                         *CURRENT SURVEY CONTROL
 KW0430  ___________________________________________________________________
 KW0430* NAD 83(1986)-  40 51 14.     (N)    076 02 07.     (W)     SCALED    
 KW0430* NAVD 88     -       412.850  (meters)    1354.49   (feet)  ADJUSTED  
 KW0430  ___________________________________________________________________
 KW0430  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KW0430  DYNAMIC HT  -         412.642 (meters)    1353.81  (feet)  COMP
 KW0430  MODELED GRAV-     980,108.4   (mgal)                       NAVD 88
 KW0430
 KW0430  VERT ORDER  -  SECOND    CLASS 0
 KW0430
 KW0430.The horizontal coordinates were scaled from a topographic map and have
 KW0430.an estimated accuracy of +/- 6 seconds.
 KW0430
 KW0430.The orthometric height was determined by differential leveling
 KW0430.and adjusted by the National Geodetic Survey in June 1991..
 KW0430
 KW0430.The geoid height was determined by GEOID03.
 KW0430
 KW0430.The dynamic height is computed by dividing the NAVD 88
 KW0430.geopotential number by the normal gravity value computed on the
 KW0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0430.degrees latitude (g = 980.6199 gals.).
 KW0430
 KW0430.The modeled gravity was interpolated from observed gravity values.
 KW0430
 KW0430;                    North         East    Units  Estimated Accuracy
 KW0430;SPC PA S     -   170,240.      744,580.      MT  (+/- 180 meters Scaled)
 KW0430
 KW0430                          SUPERSEDED SURVEY CONTROL
 KW0430
 KW0430  NGVD 29 (??/??/??)  413.045  (m)         1355.13   (f) ADJUSTED    2 0
 KW0430
 KW0430.Superseded values are not recommended for survey control.
 KW0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0430.See file dsdata.txt to determine how the superseded data were derived.
 KW0430
 KW0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL127230(NAD 83)
 KW0430_MARKER: DB = BENCH MARK DISK
 KW0430_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0430_SP_SET: PLATFORM
 KW0430_STAMPING: D 50 1934
 KW0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0430
 KW0430  HISTORY     - Date     Condition        Report By
 KW0430  HISTORY     - 1934     MONUMENTED       CGS
 KW0430
 KW0430                          STATION DESCRIPTION
 KW0430
 KW0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0430'AT QUAKAKE.
 KW0430'AT QUAKAKE, SCHUYLKILL COUNTY, AT THE READING CO. RAILWAY
 KW0430'STATION, AT THE ENTRANCE TO THE WAITING ROOM IN THE CONCRETE
 KW0430'PLATFORM, 11 FEET WEST OF THE SOUTH-BOUND TRACK, AND ABOUT 2
 KW0430'FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 KW0430'D 50 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0384 ***********************************************************************
 LZ0384  DESIGNATION -  D 51
 LZ0384  PID         -  LZ0384
 LZ0384  STATE/COUNTY-  PA/LYCOMING
 LZ0384  USGS QUAD   -  BODINES (1973)
 LZ0384
 LZ0384                         *CURRENT SURVEY CONTROL
 LZ0384  ___________________________________________________________________
 LZ0384* NAD 83(1986)-  41 29 07.     (N)    076 58 25.     (W)     SCALED    
 LZ0384* NAVD 88     -       246.293  (meters)     808.05   (feet)  ADJUSTED  
 LZ0384  ___________________________________________________________________
 LZ0384  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 LZ0384  DYNAMIC HT  -         246.185 (meters)     807.69  (feet)  COMP
 LZ0384  MODELED GRAV-     980,181.2   (mgal)                       NAVD 88
 LZ0384
 LZ0384  VERT ORDER  -  SECOND    CLASS 0
 LZ0384
 LZ0384.The horizontal coordinates were scaled from a topographic map and have
 LZ0384.an estimated accuracy of +/- 6 seconds.
 LZ0384
 LZ0384.The orthometric height was determined by differential leveling
 LZ0384.and adjusted by the National Geodetic Survey in June 1991..
 LZ0384
 LZ0384.The geoid height was determined by GEOID03.
 LZ0384
 LZ0384.The dynamic height is computed by dividing the NAVD 88
 LZ0384.geopotential number by the normal gravity value computed on the
 LZ0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0384.degrees latitude (g = 980.6199 gals.).
 LZ0384
 LZ0384.The modeled gravity was interpolated from observed gravity values.
 LZ0384
 LZ0384;                    North         East    Units  Estimated Accuracy
 LZ0384;SPC PA N     -   146,730.      664,840.      MT  (+/- 180 meters Scaled)
 LZ0384
 LZ0384                          SUPERSEDED SURVEY CONTROL
 LZ0384
 LZ0384  NGVD 29 (??/??/92)  246.476  (m)          808.65   (f) ADJ UNCH    2 0
 LZ0384
 LZ0384.Superseded values are not recommended for survey control.
 LZ0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0384.See file dsdata.txt to determine how the superseded data were derived.
 LZ0384
 LZ0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL352945(NAD 83)
 LZ0384_MARKER: DB = BENCH MARK DISK
 LZ0384_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0384_SP_SET: ABUTMENT
 LZ0384_STAMPING: D 51 1934
 LZ0384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0384
 LZ0384  HISTORY     - Date     Condition        Report By
 LZ0384  HISTORY     - 1934     MONUMENTED       CGS
 LZ0384
 LZ0384                          STATION DESCRIPTION
 LZ0384
 LZ0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0384'1.3 MI N FROM MARSH HILL JUNCTION.
 LZ0384'ABOUT 1.3 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM MARSH
 LZ0384'HILL JUNCTION, LYCOMING COUNTY, AT PLATE-GIRDER BRIDGE 21.37
 LZ0384'(40-FOOT SPAN), IN THE WEST END OF THE SOUTH ABUTMENT, 5 FEET
 LZ0384'WEST OF THE WEST RAIL, AND ABOUT 4 FEET LOWER THAN THE TOP OF THE
 LZ0384'RAIL.  A STANDARD DISK, STAMPED D 51 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1726 ***********************************************************************
 LY1726  DESIGNATION -  D 52
 LY1726  PID         -  LY1726
 LY1726  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1726  USGS QUAD   -  MONTROSE EAST (1992)
 LY1726
 LY1726                         *CURRENT SURVEY CONTROL
 LY1726  ___________________________________________________________________
 LY1726* NAD 83(1986)-  41 50 16.     (N)    075 49 57.     (W)     SCALED    
 LY1726* NAVD 88     -       515.773  (meters)    1692.17   (feet)  ADJUSTED  
 LY1726  ___________________________________________________________________
 LY1726  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 LY1726  DYNAMIC HT  -         515.561 (meters)    1691.47  (feet)  COMP
 LY1726  MODELED GRAV-     980,195.6   (mgal)                       NAVD 88
 LY1726
 LY1726  VERT ORDER  -  SECOND    CLASS 0
 LY1726
 LY1726.The horizontal coordinates were scaled from a topographic map and have
 LY1726.an estimated accuracy of +/- 6 seconds.
 LY1726
 LY1726.The orthometric height was determined by differential leveling
 LY1726.and adjusted by the National Geodetic Survey in June 1991..
 LY1726
 LY1726.The geoid height was determined by GEOID03.
 LY1726
 LY1726.The dynamic height is computed by dividing the NAVD 88
 LY1726.geopotential number by the normal gravity value computed on the
 LY1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1726.degrees latitude (g = 980.6199 gals.).
 LY1726
 LY1726.The modeled gravity was interpolated from observed gravity values.
 LY1726
 LY1726;                    North         East    Units  Estimated Accuracy
 LY1726;SPC PA N     -   187,350.      759,250.      MT  (+/- 180 meters Scaled)
 LY1726
 LY1726                          SUPERSEDED SURVEY CONTROL
 LY1726
 LY1726  NGVD 29 (??/??/92)  515.926  (m)         1692.67   (f) ADJ UNCH    2 0
 LY1726
 LY1726.Superseded values are not recommended for survey control.
 LY1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1726.See file dsdata.txt to determine how the superseded data were derived.
 LY1726
 LY1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM308321(NAD 83)
 LY1726_MARKER: DB = BENCH MARK DISK
 LY1726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1726_STAMPING: D 52 1934
 LY1726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1726+STABILITY: SURFACE MOTION
 LY1726
 LY1726  HISTORY     - Date     Condition        Report By
 LY1726  HISTORY     - 1934     MONUMENTED       CGS
 LY1726
 LY1726                          STATION DESCRIPTION
 LY1726
 LY1726'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LY1726'2.4 MI E FROM MONTROSE.
 LY1726'2.4 MILES EAST ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 LY1726'RAILROAD FROM MONTROSE, SUSQUEHANNA COUNTY, 0.7 MILE EAST OF
 LY1726'MILEPOST 174, 60 FEET EAST OF HIGHWAY STATION 12/20 ON U.S.
 LY1726'HIGHWAY 106, 63 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 16
 LY1726'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH THE TOP
 LY1726'OF THE RAIL.  A STANDARD DISK, STAMPED D 52 1934 AND SET IN THE
 LY1726'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0055 ***********************************************************************
 LZ0055  DESIGNATION -  D 53
 LZ0055  PID         -  LZ0055
 LZ0055  STATE/COUNTY-  PA/BRADFORD
 LZ0055  USGS QUAD   -  TOWANDA (1967)
 LZ0055
 LZ0055                         *CURRENT SURVEY CONTROL
 LZ0055  ___________________________________________________________________
 LZ0055* NAD 83(1986)-  41 46 59.     (N)    076 26 33.     (W)     SCALED    
 LZ0055* NAVD 88     -       224.102  (meters)     735.24   (feet)  ADJUSTED  
 LZ0055  ___________________________________________________________________
 LZ0055  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 LZ0055  DYNAMIC HT  -         224.010 (meters)     734.94  (feet)  COMP
 LZ0055  MODELED GRAV-     980,211.0   (mgal)                       NAVD 88
 LZ0055
 LZ0055  VERT ORDER  -  SECOND    CLASS 0
 LZ0055
 LZ0055.The horizontal coordinates were scaled from a topographic map and have
 LZ0055.an estimated accuracy of +/- 6 seconds.
 LZ0055
 LZ0055.The orthometric height was determined by differential leveling
 LZ0055.and adjusted by the National Geodetic Survey in June 1991..
 LZ0055
 LZ0055.The geoid height was determined by GEOID03.
 LZ0055
 LZ0055.The dynamic height is computed by dividing the NAVD 88
 LZ0055.geopotential number by the normal gravity value computed on the
 LZ0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0055.degrees latitude (g = 980.6199 gals.).
 LZ0055
 LZ0055.The modeled gravity was interpolated from observed gravity values.
 LZ0055
 LZ0055;                    North         East    Units  Estimated Accuracy
 LZ0055;SPC PA N     -   180,330.      708,690.      MT  (+/- 180 meters Scaled)
 LZ0055
 LZ0055                          SUPERSEDED SURVEY CONTROL
 LZ0055
 LZ0055  NGVD 29 (??/??/92)  224.30   (m)          735.9    (f) COMPUTED    2 0
 LZ0055
 LZ0055.Superseded values are not recommended for survey control.
 LZ0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0055.See file dsdata.txt to determine how the superseded data were derived.
 LZ0055
 LZ0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM801266(NAD 83)
 LZ0055_MARKER: DB = BENCH MARK DISK
 LZ0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0055_STAMPING: D 53 1934
 LZ0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0055+STABILITY: SURFACE MOTION
 LZ0055
 LZ0055  HISTORY     - Date     Condition        Report By
 LZ0055  HISTORY     - 1934     MONUMENTED       CGS
 LZ0055
 LZ0055                          STATION DESCRIPTION
 LZ0055
 LZ0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0055'AT TOWANDA.
 LZ0055'AT TOWANDA, BRADFORD COUNTY, ON THE LEHIGH VALLEY RAILROAD, 70
 LZ0055'FEET WEST OF THE SOUTHWEST CORNER OF THE STATION, 60 FEET NORTH
 LZ0055'OF A ROUNDHOUSE, 9 FEET SOUTH OF A POLE, AND LEVEL WITH THE TOP OF
 LZ0055'THE RAIL.  A STANDARD DISK, STAMPED D 53 1934 AND SET IN THE TOP
 LZ0055'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1766 ***********************************************************************
 LY1766  DESIGNATION -  D 54
 LY1766  PID         -  LY1766
 LY1766  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1766  USGS QUAD   -  THOMPSON (1994)
 LY1766
 LY1766                         *CURRENT SURVEY CONTROL
 LY1766  ___________________________________________________________________
 LY1766* NAD 83(1986)-  41 48 14.     (N)    075 30 58.     (W)     SCALED    
 LY1766* NAVD 88     -       599.170  (meters)    1965.78   (feet)  ADJUSTED  
 LY1766  ___________________________________________________________________
 LY1766  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 LY1766  DYNAMIC HT  -         598.930 (meters)    1964.99  (feet)  COMP
 LY1766  MODELED GRAV-     980,200.8   (mgal)                       NAVD 88
 LY1766
 LY1766  VERT ORDER  -  SECOND    CLASS 0
 LY1766
 LY1766.The horizontal coordinates were scaled from a topographic map and have
 LY1766.an estimated accuracy of +/- 6 seconds.
 LY1766
 LY1766.The orthometric height was determined by differential leveling
 LY1766.and adjusted by the National Geodetic Survey in June 1991..
 LY1766
 LY1766.The geoid height was determined by GEOID03.
 LY1766
 LY1766.The dynamic height is computed by dividing the NAVD 88
 LY1766.geopotential number by the normal gravity value computed on the
 LY1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1766.degrees latitude (g = 980.6199 gals.).
 LY1766
 LY1766.The modeled gravity was interpolated from observed gravity values.
 LY1766
 LY1766;                    North         East    Units  Estimated Accuracy
 LY1766;SPC PA N     -   184,220.      785,620.      MT  (+/- 180 meters Scaled)
 LY1766
 LY1766                          SUPERSEDED SURVEY CONTROL
 LY1766
 LY1766  NGVD 29 (??/??/92)  599.328  (m)         1966.30   (f) ADJ UNCH    2 0
 LY1766
 LY1766.Superseded values are not recommended for survey control.
 LY1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1766.See file dsdata.txt to determine how the superseded data were derived.
 LY1766
 LY1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM571281(NAD 83)
 LY1766_MARKER: DB = BENCH MARK DISK
 LY1766_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1766_SP_SET: WATER COLUMN BASE
 LY1766_STAMPING: D 54 1934
 LY1766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1766
 LY1766  HISTORY     - Date     Condition        Report By
 LY1766  HISTORY     - 1934     MONUMENTED       CGS
 LY1766
 LY1766                          STATION DESCRIPTION
 LY1766
 LY1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LY1766'1.5 MI N FROM BURNWOOD.
 LY1766'1.5 MILES NORTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM
 LY1766'BURNWOOD, ABOUT 360 FEET NORTH OF ERIE RAILROAD MILEPOST S 21,
 LY1766'AT ATHWAYS PUMP HOUSE, IN THE BASE OF THE NORTH-BOUND WATER
 LY1766'COLUMN, 5 FEET EAST OF THE CENTERLINE OF THE DELAWARE AND HUDSON
 LY1766'RAILROAD TRACK, AND ABOUT 6 INCHES HIGHER THAN THE TOP OF THE
 LY1766'RAIL.  A STANDARD DISK, STAMPED D 54 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1320 ***********************************************************************
 LY1320  DESIGNATION -  D 55
 LY1320  PID         -  LY1320
 LY1320  STATE/COUNTY-  PA/LUZERNE
 LY1320  USGS QUAD   -  KINGSTON (1983)
 LY1320
 LY1320                         *CURRENT SURVEY CONTROL
 LY1320  ___________________________________________________________________
 LY1320* NAD 83(1986)-  41 17 21.     (N)    075 52 30.     (W)     SCALED    
 LY1320* NAVD 88     -       168.808  (meters)     553.83   (feet)  ADJUSTED  
 LY1320  ___________________________________________________________________
 LY1320  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 LY1320  DYNAMIC HT  -         168.739 (meters)     553.60  (feet)  COMP
 LY1320  MODELED GRAV-     980,214.3   (mgal)                       NAVD 88
 LY1320
 LY1320  VERT ORDER  -  SECOND    CLASS 0
 LY1320
 LY1320.The horizontal coordinates were scaled from a topographic map and have
 LY1320.an estimated accuracy of +/- 6 seconds.
 LY1320
 LY1320.The orthometric height was determined by differential leveling
 LY1320.and adjusted by the National Geodetic Survey in June 1991..
 LY1320
 LY1320.The geoid height was determined by GEOID03.
 LY1320
 LY1320.The dynamic height is computed by dividing the NAVD 88
 LY1320.geopotential number by the normal gravity value computed on the
 LY1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1320.degrees latitude (g = 980.6199 gals.).
 LY1320
 LY1320.The modeled gravity was interpolated from observed gravity values.
 LY1320
 LY1320;                    North         East    Units  Estimated Accuracy
 LY1320;SPC PA N     -   126,360.      757,040.      MT  (+/- 180 meters Scaled)
 LY1320
 LY1320                          SUPERSEDED SURVEY CONTROL
 LY1320
 LY1320  NGVD 29 (??/??/92)  169.020  (m)          554.53   (f) ADJ UNCH    2 0
 LY1320
 LY1320.Superseded values are not recommended for survey control.
 LY1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1320.See file dsdata.txt to determine how the superseded data were derived.
 LY1320
 LY1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL267712(NAD 83)
 LY1320_MARKER: DB = BENCH MARK DISK
 LY1320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1320_SP_SET: SIGNAL TOWER BASE
 LY1320_STAMPING: D 55 1934
 LY1320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1320
 LY1320  HISTORY     - Date     Condition        Report By
 LY1320  HISTORY     - 1934     MONUMENTED       CGS
 LY1320  HISTORY     - 1959     GOOD             NGS
 LY1320  HISTORY     - 1973     GOOD             LOCENG
 LY1320  HISTORY     - 20020613 POOR             PADT
 LY1320
 LY1320                          STATION DESCRIPTION
 LY1320
 LY1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LY1320'AT FORTY FORT.
 LY1320'AT FORTY FORT, LUZERNE COUNTY, ON THE ERIE-LACKAWANNA RAILROAD,
 LY1320'2,400 FEET EAST OF MILEPOST 149, 20 FEET NORTH OF THE CENTERLINE
 LY1320'OF SHOEMAKER STREET, 25 FEET EAST OF THE CENTERLINE OF THE
 LY1320'SOUTH-BOUND TRACK, AND IN THE BASE OF SIGNAL TOWER 148/4, ABOUT
 LY1320'6 INCHES LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 LY1320'STAMPED D 55 1934.
 LY1320
 LY1320                          STATION RECOVERY (1973)
 LY1320
 LY1320'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 LY1320'RECOVERED IN GOOD CONDITION.
 LY1320
 LY1320                          STATION RECOVERY (2002)
 LY1320
 LY1320'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (EAA)
 LY1320'PA DEPT OF TRANSPORTATION ELEVATION DOES NOT COINCIDE WITH PUBLISHED
 LY1320'ELEVATION BY APPROXIMATELY 4 FEET.  STATION POSSIBLY RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1342 ***********************************************************************
 LY1342  DESIGNATION -  D 56
 LY1342  PID         -  LY1342
 LY1342  STATE/COUNTY-  PA/LACKAWANNA
 LY1342  USGS QUAD   -  OLYPHANT (1994)
 LY1342
 LY1342                         *CURRENT SURVEY CONTROL
 LY1342  ___________________________________________________________________
 LY1342* NAD 83(1986)-  41 28 02.     (N)    075 36 21.     (W)     SCALED    
 LY1342* NAVD 88     -       235.435  (meters)     772.42   (feet)  ADJUSTED  
 LY1342  ___________________________________________________________________
 LY1342  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 LY1342  DYNAMIC HT  -         235.342 (meters)     772.12  (feet)  COMP
 LY1342  MODELED GRAV-     980,222.4   (mgal)                       NAVD 88
 LY1342
 LY1342  VERT ORDER  -  SECOND    CLASS 0
 LY1342
 LY1342.The horizontal coordinates were scaled from a topographic map and have
 LY1342.an estimated accuracy of +/- 6 seconds.
 LY1342
 LY1342.The orthometric height was determined by differential leveling
 LY1342.and adjusted by the National Geodetic Survey in June 1991..
 LY1342
 LY1342.The geoid height was determined by GEOID03.
 LY1342
 LY1342.The dynamic height is computed by dividing the NAVD 88
 LY1342.geopotential number by the normal gravity value computed on the
 LY1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1342.degrees latitude (g = 980.6199 gals.).
 LY1342
 LY1342.The modeled gravity was interpolated from observed gravity values.
 LY1342
 LY1342;                    North         East    Units  Estimated Accuracy
 LY1342;SPC PA N     -   146,650.      779,090.      MT  (+/- 180 meters Scaled)
 LY1342
 LY1342                          SUPERSEDED SURVEY CONTROL
 LY1342
 LY1342  NGVD 29 (??/??/92)  235.644  (m)          773.11   (f) ADJ UNCH    2 0
 LY1342
 LY1342.Superseded values are not recommended for survey control.
 LY1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1342.See file dsdata.txt to determine how the superseded data were derived.
 LY1342
 LY1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL494908(NAD 83)
 LY1342_MARKER: DB = BENCH MARK DISK
 LY1342_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1342_SP_SET: WALL
 LY1342_STAMPING: D 56 1934
 LY1342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1342
 LY1342  HISTORY     - Date     Condition        Report By
 LY1342  HISTORY     - 1934     MONUMENTED       CGS
 LY1342  HISTORY     - 1942     GOOD             NGS
 LY1342  HISTORY     - 1969     GOOD             NGS
 LY1342  HISTORY     - 20020531 MARK NOT FOUND   PADT
 LY1342
 LY1342                          STATION DESCRIPTION
 LY1342
 LY1342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY1342'AT OLYPHANT.
 LY1342'AT OLYPHANT, LACKAWANNA COUNTY, ON THE DELAWARE AND HUDSON
 LY1342'RAILROAD, 350 FEET SOUTH OF THE CROSSING OF SOUTH VALLEY AVENUE,
 LY1342'AT BRIDGE 68/91, IN THE WEST END OF THE NORTH STONE BACK WALL,
 LY1342'20 FEET WEST OF THE WEST-BOUND TRACK, AND 3.5 FEET LOWER THAN THE
 LY1342'TOP OF THE RAIL.  A STANDARD DISK, STAMPED D 56 1934.
 LY1342
 LY1342                          STATION RECOVERY (1969)
 LY1342
 LY1342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LY1342'RECOVERED IN GOOD CONDITION.
 LY1342
 LY1342                          STATION RECOVERY (2002)
 LY1342
 LY1342'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (JJG)
 LY1342'STATION NAME 'D 56' WAS SEARCHED FOR.  UPON ARRIVAL TO THE STRUCTURE
 LY1342'IT WAS TO BE IN, PAINT WAS FOUND AROUND THE INDENTATION WHERE THE MARK
 LY1342'USED TO BE.  THE DESCRIPTION, THOUGH A BIT ANTIQUATED, LED US
 LY1342'FLAWLESSLY TO WHERE THE MARK ONCE WAS.  THE DISK IS NO LONGER THERE.
 LY1342'I CONSIDER IT DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1354 ***********************************************************************
 LY1354  DESIGNATION -  D 57
 LY1354  PID         -  LY1354
 LY1354  STATE/COUNTY-  PA/LUZERNE
 LY1354  USGS QUAD   -  KINGSTON (1983)
 LY1354
 LY1354                         *CURRENT SURVEY CONTROL
 LY1354  ___________________________________________________________________
 LY1354* NAD 83(1986)-  41 19 48.     (N)    075 56 34.     (W)     SCALED    
 LY1354* NAVD 88     -       313.921  (meters)    1029.92   (feet)  ADJUSTED  
 LY1354  ___________________________________________________________________
 LY1354  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 LY1354  DYNAMIC HT  -         313.790 (meters)    1029.49  (feet)  COMP
 LY1354  MODELED GRAV-     980,199.5   (mgal)                       NAVD 88
 LY1354
 LY1354  VERT ORDER  -  SECOND    CLASS 0
 LY1354
 LY1354.The horizontal coordinates were scaled from a topographic map and have
 LY1354.an estimated accuracy of +/- 6 seconds.
 LY1354
 LY1354.The orthometric height was determined by differential leveling
 LY1354.and adjusted by the National Geodetic Survey in June 1991..
 LY1354
 LY1354.The geoid height was determined by GEOID03.
 LY1354
 LY1354.The dynamic height is computed by dividing the NAVD 88
 LY1354.geopotential number by the normal gravity value computed on the
 LY1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1354.degrees latitude (g = 980.6199 gals.).
 LY1354
 LY1354.The modeled gravity was interpolated from observed gravity values.
 LY1354
 LY1354;                    North         East    Units  Estimated Accuracy
 LY1354;SPC PA N     -   130,770.      751,270.      MT  (+/- 180 meters Scaled)
 LY1354
 LY1354                          SUPERSEDED SURVEY CONTROL
 LY1354
 LY1354  NGVD 29 (??/??/92)  314.127  (m)         1030.60   (f) ADJ UNCH    2 0
 LY1354
 LY1354.Superseded values are not recommended for survey control.
 LY1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1354.See file dsdata.txt to determine how the superseded data were derived.
 LY1354
 LY1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL211758(NAD 83)
 LY1354_MARKER: DB = BENCH MARK DISK
 LY1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1354_STAMPING: D 57 1934
 LY1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1354+STABILITY: SURFACE MOTION
 LY1354
 LY1354  HISTORY     - Date     Condition        Report By
 LY1354  HISTORY     - 1934     MONUMENTED       PAGS
 LY1354
 LY1354                          STATION DESCRIPTION
 LY1354
 LY1354'DESCRIBED BY PENNSYLVANIA GEODETIC SURVEY 1934
 LY1354'1.4 MI S FROM DALLAS.
 LY1354'1.4 MILES SOUTH ALONG THE LEHIGH VALLEY RAILROAD FROM DALLAS,
 LY1354'AT LEONARDS, 200 FEET NORTH OF THE CENTER OF A MACADAM ROAD
 LY1354'CROSSING, 500 FEET EAST OF FERN BROOK PARK, 12 FEET WEST OF THE
 LY1354'CENTER LINE OF THE TRACK, AND 6 FEET HIGHER THAN THE TOP OF
 LY1354'THE RAIL.  SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1
 LY1354'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1716 ***********************************************************************
 LY1716  DESIGNATION -  D 58
 LY1716  PID         -  LY1716
 LY1716  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1716  USGS QUAD   -  SPRINGVILLE (1969)
 LY1716
 LY1716                         *CURRENT SURVEY CONTROL
 LY1716  ___________________________________________________________________
 LY1716* NAD 83(1986)-  41 42 01.     (N)    075 55 21.     (W)     SCALED    
 LY1716* NAVD 88     -       385.242  (meters)    1263.91   (feet)  ADJUSTED  
 LY1716  ___________________________________________________________________
 LY1716  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 LY1716  DYNAMIC HT  -         385.094 (meters)    1263.43  (feet)  COMP
 LY1716  MODELED GRAV-     980,226.1   (mgal)                       NAVD 88
 LY1716
 LY1716  VERT ORDER  -  SECOND    CLASS 0
 LY1716
 LY1716.The horizontal coordinates were scaled from a topographic map and have
 LY1716.an estimated accuracy of +/- 6 seconds.
 LY1716
 LY1716.The orthometric height was determined by differential leveling
 LY1716.and adjusted by the National Geodetic Survey in June 1991..
 LY1716
 LY1716.The geoid height was determined by GEOID03.
 LY1716
 LY1716.The dynamic height is computed by dividing the NAVD 88
 LY1716.geopotential number by the normal gravity value computed on the
 LY1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1716.degrees latitude (g = 980.6199 gals.).
 LY1716
 LY1716.The modeled gravity was interpolated from observed gravity values.
 LY1716
 LY1716;                    North         East    Units  Estimated Accuracy
 LY1716;SPC PA N     -   171,920.      752,100.      MT  (+/- 180 meters Scaled)
 LY1716
 LY1716                          SUPERSEDED SURVEY CONTROL
 LY1716
 LY1716  NGVD 29 (??/??/92)  385.434  (m)         1264.54   (f) ADJ UNCH    2 0
 LY1716
 LY1716.Superseded values are not recommended for survey control.
 LY1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1716.See file dsdata.txt to determine how the superseded data were derived.
 LY1716
 LY1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM232169(NAD 83)
 LY1716_MARKER: DB = BENCH MARK DISK
 LY1716_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1716_SP_SET: TOWER FOUNDATION
 LY1716_STAMPING: D 58 1934
 LY1716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1716
 LY1716  HISTORY     - Date     Condition        Report By
 LY1716  HISTORY     - 1934     MONUMENTED       CGS
 LY1716  HISTORY     - 1961     GOOD             NGS
 LY1716
 LY1716                          STATION DESCRIPTION
 LY1716
 LY1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LY1716'AT SPRINGVILLE.
 LY1716'AT SPRINGVILLE, SUSQUEHANNA COUNTY, AT THE LEHIGH VALLEY RAILROAD
 LY1716'STATION, 40 FEET SOUTHEAST OF THE NEWARK MILK AND CREAMERY CO.
 LY1716'BUILDING IN 1934, AT A SIGNAL TOWER, IN THE NORTHEAST CORNER OF
 LY1716'THE FOUNDATION, 10 FEET EAST OF THE CENTERLINE OF THE TRACK,
 LY1716'AND 2 FEET SOUTH OF THE CENTER OF THE ENTRANCE LEADING TO THE
 LY1716'STATION OFFICE.  A STANDARD DISK, STAMPED D 58 1934.
 LY1716
 LY1716                          STATION RECOVERY (1961)
 LY1716
 LY1716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LY1716'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1114 ***********************************************************************
 LY1114  DESIGNATION -  D 59 RESET
 LY1114  PID         -  LY1114
 LY1114  STATE/COUNTY-  PA/MONROE
 LY1114  USGS QUAD   -  TOBYHANNA (1994)
 LY1114
 LY1114                         *CURRENT SURVEY CONTROL
 LY1114  ___________________________________________________________________
 LY1114* NAD 83(1992)-  41 11 06.13167(N)    075 25 49.23682(W)     ADJUSTED  
 LY1114* NAVD 88     -       593.41   (meters)    1946.9    (feet)  RESET     
 LY1114  ___________________________________________________________________
 LY1114  X           -   1,209,361.176 (meters)                     COMP
 LY1114  Y           -  -4,652,909.582 (meters)                     COMP
 LY1114  Z           -   4,178,279.833 (meters)                     COMP
 LY1114  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 LY1114  ELLIP HEIGHT-         561.32  (meters)          (06/21/02) GPS OBS
 LY1114  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 LY1114
 LY1114  HORZ ORDER  -  THIRD
 LY1114  VERT ORDER  -  THIRD
 LY1114  ELLP ORDER  -  FOURTH    CLASS I
 LY1114
 LY1114.The horizontal coordinates were established by GPS observations
 LY1114.and adjusted by the National Geodetic Survey in June 2002..
 LY1114
 LY1114.The orthometric height was computed from unverified reset data.
 LY1114
 LY1114.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY1114
 LY1114.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY1114
 LY1114.The ellipsoidal height was determined by GPS observations
 LY1114.and is referenced to NAD 83.
 LY1114
 LY1114.The geoid height was determined by GEOID03.
 LY1114
 LY1114;                    North         East     Units Scale Factor Converg.
 LY1114;SPC PA N     -   115,699.538   794,587.827   MT  0.99996502   +1 32 04.4
 LY1114;SPC PA N     -   379,590.90  2,606,910.23   sFT  0.99996502   +1 32 04.4
 LY1114;UTM  18      - 4,559,387.460   463,908.808   MT  0.99961603   -0 17 00.2
 LY1114
 LY1114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY1114!SPC PA N     -   0.99991196  x   0.99996502  =   0.99987698
 LY1114!UTM  18      -   0.99991196  x   0.99961603  =   0.99952802
 LY1114
 LY1114                          SUPERSEDED SURVEY CONTROL
 LY1114
 LY1114  NAD 83(1996)-  41 11 06.13166(N)    075 25 49.23682(W) AD(       ) 3
 LY1114  NAD 83(1986)-  41 11 06.13039(N)    075 25 49.23216(W) AD(       ) 3
 LY1114  NGVD 29 (??/??/??)  593.60   (m)         1947.5    (f) RESET       3  
 LY1114
 LY1114.Superseded values are not recommended for survey control.
 LY1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1114.See file dsdata.txt to determine how the superseded data were derived.
 LY1114
 LY1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL6390959387(NAD 83)
 LY1114_MARKER: DB = BENCH MARK DISK
 LY1114_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LY1114_SP_SET: CONCRETE RAILING BASE
 LY1114_STAMPING: D 59 RESET 1962
 LY1114_MARK LOGO: CGS   
 LY1114_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LY1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1114+STABILITY: SURFACE MOTION
 LY1114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY1114+SATELLITE: SATELLITE OBSERVATIONS - November 13, 1990
 LY1114
 LY1114  HISTORY     - Date     Condition        Report By
 LY1114  HISTORY     - 1962     MONUMENTED       ELRR
 LY1114  HISTORY     - 19881019 GOOD             NGS
 LY1114  HISTORY     - 19901113 GOOD             NGS
 LY1114
 LY1114                          STATION DESCRIPTION
 LY1114
 LY1114'DESCRIBED BY ERIE LACKAWANNA RAILROAD 1962
 LY1114'0.6 MI NW FROM TOBYHANNA.
 LY1114'0.68 MILE NORTHWESTERLY ALONG THE ERIE-LACKAWANNA RAILROAD
 LY1114'FROM TOBYHANNA, MONROE COUNTY, PA., ON A DOUBLE TRACK, SINGLE
 LY1114'SPAN THROUGH GIRDER RAILROAD BRIDGE SUPPORTED ON CONCRETE
 LY1114'ABUTMENTS.  BRIDGE SPANS PENNA.  LEGISLATIVE ROUTE 450.36 AT
 LY1114'BITUMINOUS ASPHALT PAVED ROAD LEADING INTO THE TOBYHANNA
 LY1114'SIGNAL CORPS DEPOT, AND SET IN TOP OF NORTHERLY CONCRETE
 LY1114'PARAPET 1.35 FEET EASTERLY FROM THE WEST END OF THE BRIDGE, 9.75
 LY1114'FEET NORTHEASTERLY FROM THE CENTERLINE OF WESTBOUND MAIN
 LY1114'TRACK, AT APPROXIMATE TOP OF RAIL ELEVATION.
 LY1114
 LY1114                          STATION RECOVERY (1988)
 LY1114
 LY1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LY1114'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 LY1114'FOLLOWS.
 LY1114'THE STATION IS LOCATED ABOUT 1.5 KM (0.95 MI) NORTHWEST OF TOBYHANNA,
 LY1114'0.5 KM (0.30 MI) NORTHWEST OF EXIT 7 OF INTERSTATE HIGHWAY 380, AT THE
 LY1114'SOUTH ENTRANCE TO THE TOBYHANNA ARMY DEPOT, IN THE NORTHWEST END OF
 LY1114'THE NORTHEAST CONCRETE RAILING BASE OF CONRAIL TRACK OVER PAVED ROAD.
 LY1114'OWNERSHIP--CONSOLIDATED RAILWAY COMPANY.
 LY1114'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 423 AND 611
 LY1114'GO NORTH ON HIGHWAY 611 FOR 1.2 KM (0.75 MI)  TO ITS END AT THE
 LY1114'JUNCTION OF INTERSTATE HIGHWAY 380 AND A PAVED ROAD ON THE RIGHT.
 LY1114'TURN RIGHT AND GO EAST ON THE PAVED ROAD TO THR RAILROAD OVERPASS AND
 LY1114'THE STATION ON THE LEFT.
 LY1114'THE STATION IS A STANDARD CGS DISK SET IN A DRILL HOLE IN THE CONCRETE
 LY1114'RAILING BASE.  LOCATED 0.3 M (1.0 FT) SOUTHEAST OF NORTHWEST END OF
 LY1114'BASE, 0.4 M (1.3 FT) WEST OF THE MOST NORTHWEST RAILING POST, 2.2 M
 LY1114'(7.2 FT) NORTHEAST OF NORTHEAST RAIL, AND 6.4 M (21.0 FT) ABOVE ROAD.
 LY1114'DESCRIBED BY G.R. HEID, TYPED BY R.L. ZURFLUH.
 LY1114
 LY1114                          STATION RECOVERY (1990)
 LY1114
 LY1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LY1114'THE STATION IS LOCATED ABOUT 1.5 KM (0.9 MI) NORTHWEST OF TOBYHANNA,
 LY1114'0.5 KM (0.3 MI) NORTHWEST OF EXIT 7 ON INTERSTATE HIGHWAY 380, NEAR
 LY1114'THE SOUTH ENTRANCE OF THE TOBYHANNA ARMY DEPOT AND IN THE NORTHWEST
 LY1114'END OF THE NORTHEAST CONCRETE RAILING BASE OF THE RAILROAD BRIDGE
 LY1114'OVER THE ENTRANCE ROAD TO THE ARMY DEPOT.  OWNERSHIP--CONRAIL
 LY1114'RAILROAD, 7 NORTH WHATEVER, STROUDSBURG, PA 18360, PHONE
 LY1114'717-421-2730.
 LY1114'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 611 AND 423
 LY1114'IN TOBYHANNA, GO NORTH ON STATE HIGHWAY 611 FOR 1.2 KM (0.7 MI) TO
 LY1114'THE END AT THE JUNCTION OF INTERSTATE HIGHWAY 380 AND A PAVED ROAD
 LY1114'RIGHT LEADING TO THE ARMY DEPOT.  TURN RIGHT, EAST, ON THE PAVED ROAD
 LY1114'TO THE CONRAIL OVERPASS BRIDGE AND THE STATION IN THE NORTHWEST END
 LY1114'OF THE NORTHEAST SIDE OF THE CONCRETE RAILING BASE OF THE BRIDGE.
 LY1114'THE STATION IS LOCATED ABOUT 6.1 M (20.0 FT) ABOVE THE ROAD, 2.2 M
 LY1114'(7.2 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE TRACKS, 0.4 M
 LY1114'(1.3 FT) WEST OF THE MOST NORTHWESTERLY RAILING POST AND 0.3 M
 LY1114'(1.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE CONCRETE RAILING BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0730 ***********************************************************************
 KW0730  DESIGNATION -  D 6
 KW0730  PID         -  KW0730
 KW0730  STATE/COUNTY-  PA/LANCASTER
 KW0730  USGS QUAD   -  COLUMBIA EAST (1995)
 KW0730
 KW0730                         *CURRENT SURVEY CONTROL
 KW0730  ___________________________________________________________________
 KW0730* NAD 83(1986)-  40 02 18.     (N)    076 25 31.     (W)     SCALED    
 KW0730* NAVD 88     -       135.041  (meters)     443.05   (feet)  ADJUSTED  
 KW0730  ___________________________________________________________________
 KW0730  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KW0730  DYNAMIC HT  -         134.971 (meters)     442.82  (feet)  COMP
 KW0730  MODELED GRAV-     980,105.6   (mgal)                       NAVD 88
 KW0730
 KW0730  VERT ORDER  -  FIRST     CLASS II
 KW0730
 KW0730.The horizontal coordinates were scaled from a topographic map and have
 KW0730.an estimated accuracy of +/- 6 seconds.
 KW0730
 KW0730.The orthometric height was determined by differential leveling
 KW0730.and adjusted by the National Geodetic Survey in June 1991..
 KW0730
 KW0730.The geoid height was determined by GEOID03.
 KW0730
 KW0730.The dynamic height is computed by dividing the NAVD 88
 KW0730.geopotential number by the normal gravity value computed on the
 KW0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0730.degrees latitude (g = 980.6199 gals.).
 KW0730
 KW0730.The modeled gravity was interpolated from observed gravity values.
 KW0730
 KW0730;                    North         East    Units  Estimated Accuracy
 KW0730;SPC PA S     -    79,130.      713,050.      MT  (+/- 180 meters Scaled)
 KW0730
 KW0730                          SUPERSEDED SURVEY CONTROL
 KW0730
 KW0730  NGVD 29 (??/??/??)  135.292  (m)          443.87   (f) ADJUSTED    1 2
 KW0730
 KW0730.Superseded values are not recommended for survey control.
 KW0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0730.See file dsdata.txt to determine how the superseded data were derived.
 KW0730
 KW0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK784329(NAD 83)
 KW0730_MARKER: DB = BENCH MARK DISK
 KW0730_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0730_SP_SET: ABUTMENT
 KW0730_STAMPING: D 6 1955
 KW0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0730_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0730+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2004
 KW0730
 KW0730  HISTORY     - Date     Condition        Report By
 KW0730  HISTORY     - 1955     MONUMENTED       CGS
 KW0730  HISTORY     - 1975     GOOD             PADT
 KW0730  HISTORY     - 20040725 GOOD             GEOCAC
 KW0730
 KW0730                          STATION DESCRIPTION
 KW0730
 KW0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KW0730'AT MOUNTVILLE.
 KW0730'AT MOUNTVILLE, AT THE OVERPASS OF U.S. HIGHWAY 30 OVER THE
 KW0730'PENNSYLVANIA RAILROAD, IN THE TOP OF THE NORTHEAST END OF THE
 KW0730'SOUTHWEST WING WALL OF WEST ABUTMENT OF OVERPASS, 25 FEET SOUTH
 KW0730'OF CENTER LINE OF HIGHWAY, 4.2 FEET SOUTHWEST OF WEST END OF
 KW0730'SOUTH BANISTER AND ABOUT LEVEL WITH BRIDGE SIDE WALK.
 KW0730
 KW0730                          STATION RECOVERY (1975)
 KW0730
 KW0730'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 KW0730'RECOVERED IN GOOD CONDITION.
 KW0730
 KW0730                          STATION RECOVERY (2004)
 KW0730
 KW0730'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1044 ***********************************************************************
 LY1044  DESIGNATION -  D 60
 LY1044  PID         -  LY1044
 LY1044  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1044  USGS QUAD   -  FOREST CITY (1994)
 LY1044
 LY1044                         *CURRENT SURVEY CONTROL
 LY1044  ___________________________________________________________________
 LY1044* NAD 83(1986)-  41 44 28.     (N)    075 29 28.     (W)     SCALED    
 LY1044* NAVD 88     -       537.723  (meters)    1764.18   (feet)  ADJUSTED  
 LY1044  ___________________________________________________________________
 LY1044  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 LY1044  DYNAMIC HT  -         537.508 (meters)    1763.47  (feet)  COMP
 LY1044  MODELED GRAV-     980,205.2   (mgal)                       NAVD 88
 LY1044
 LY1044  VERT ORDER  -  SECOND    CLASS 0
 LY1044
 LY1044.The horizontal coordinates were scaled from a topographic map and have
 LY1044.an estimated accuracy of +/- 6 seconds.
 LY1044
 LY1044.The orthometric height was determined by differential leveling
 LY1044.and adjusted by the National Geodetic Survey in June 1991..
 LY1044
 LY1044.The geoid height was determined by GEOID03.
 LY1044
 LY1044.The dynamic height is computed by dividing the NAVD 88
 LY1044.geopotential number by the normal gravity value computed on the
 LY1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1044.degrees latitude (g = 980.6199 gals.).
 LY1044
 LY1044.The modeled gravity was interpolated from observed gravity values.
 LY1044
 LY1044;                    North         East    Units  Estimated Accuracy
 LY1044;SPC PA N     -   177,300.      787,880.      MT  (+/- 180 meters Scaled)
 LY1044
 LY1044                          SUPERSEDED SURVEY CONTROL
 LY1044
 LY1044  NGVD 29 (??/??/92)  537.890  (m)         1764.73   (f) ADJ UNCH    2 0
 LY1044
 LY1044.Superseded values are not recommended for survey control.
 LY1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1044.See file dsdata.txt to determine how the superseded data were derived.
 LY1044
 LY1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM591211(NAD 83)
 LY1044_MARKER: DB = BENCH MARK DISK
 LY1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1044_STAMPING: D 60 1934
 LY1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1044+STABILITY: SURFACE MOTION
 LY1044
 LY1044  HISTORY     - Date     Condition        Report By
 LY1044  HISTORY     - 1934     MONUMENTED       CGS
 LY1044
 LY1044                          STATION DESCRIPTION
 LY1044
 LY1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LY1044'AT HERRICK CENTER.
 LY1044'AT HERRICK CENTER, SUSQUEHANNA COUNTY, ON THE ERIE RAILROAD,
 LY1044'ABOUT 800 FEET NORTH OF MILEPOST S 26, 70 FEET WEST OF THE
 LY1044'CENTERLINE OF THE SOUTH-BOUND TRACK, 20 FEET WEST OF THE
 LY1044'SOUTHWEST CORNER OF THE STATION, 6 FEET NORTH OF THE WOMENS
 LY1044'OUT-DOOR TOILET, AND ABOUT 3 FEET HIGHER THAN THE TOP OF THE
 LY1044'RAIL.  A STANDARD DISK, STAMPED D 60 1934 AND SET IN THE TOP OF
 LY1044'A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0015 ***********************************************************************
 MB0015  DESIGNATION -  D 61
 MB0015  PID         -  MB0015
 MB0015  STATE/COUNTY-  PA/CRAWFORD
 MB0015  USGS QUAD   -  HARTSTOWN (1990)
 MB0015
 MB0015                         *CURRENT SURVEY CONTROL
 MB0015  ___________________________________________________________________
 MB0015* NAD 83(1986)-  41 36 20.     (N)    080 22 52.     (W)     SCALED    
 MB0015* NAVD 88     -       313.948  (meters)    1030.01   (feet)  ADJUSTED  
 MB0015  ___________________________________________________________________
 MB0015  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 MB0015  DYNAMIC HT  -         313.820 (meters)    1029.59  (feet)  COMP
 MB0015  MODELED GRAV-     980,205.3   (mgal)                       NAVD 88
 MB0015
 MB0015  VERT ORDER  -  SECOND    CLASS 0
 MB0015
 MB0015.The horizontal coordinates were scaled from a topographic map and have
 MB0015.an estimated accuracy of +/- 6 seconds.
 MB0015
 MB0015.The orthometric height was determined by differential leveling
 MB0015.and adjusted by the National Geodetic Survey in June 1991..
 MB0015
 MB0015.The geoid height was determined by GEOID03.
 MB0015
 MB0015.The dynamic height is computed by dividing the NAVD 88
 MB0015.geopotential number by the normal gravity value computed on the
 MB0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0015.degrees latitude (g = 980.6199 gals.).
 MB0015
 MB0015.The modeled gravity was interpolated from observed gravity values.
 MB0015
 MB0015;                    North         East    Units  Estimated Accuracy
 MB0015;SPC PA N     -   163,130.      380,710.      MT  (+/- 180 meters Scaled)
 MB0015
 MB0015                          SUPERSEDED SURVEY CONTROL
 MB0015
 MB0015  NGVD 29 (??/??/92)  314.121  (m)         1030.58   (f) ADJ UNCH    2 0
 MB0015
 MB0015.Superseded values are not recommended for survey control.
 MB0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0015.See file dsdata.txt to determine how the superseded data were derived.
 MB0015
 MB0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG515061(NAD 83)
 MB0015_MARKER: DB = BENCH MARK DISK
 MB0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0015_STAMPING: D 61 1935
 MB0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0015+STABILITY: SURFACE MOTION
 MB0015
 MB0015  HISTORY     - Date     Condition        Report By
 MB0015  HISTORY     - 1935     MONUMENTED       CGS
 MB0015
 MB0015                          STATION DESCRIPTION
 MB0015
 MB0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MB0015'3.7 MI N FROM HARTSTOWN.
 MB0015'3.7 MILES NORTH ALONG THE BESSEMER AND LAKE ERIE RAILROAD FROM
 MB0015'THE STATION AT HARTSTOWN, 0.5 MILE SOUTH OF MILEPOST CH 38, AT
 MB0015'A DIRT-ROAD CROSSING, 75 FEET NORTH OF THE CENTERLINE OF THE
 MB0015'ROAD, 70 FEET EAST OF THE EAST RAIL, 44 FEET NORTH OF THE
 MB0015'SOUTHWEST CORNER POST OF A PASTURE FENCE, 3 FEET WEST OF THE
 MB0015'RIGHT-OF-WAY FENCE, AND ABOUT 6 FEET LOWER THAN THE TRACK.
 MB0015'A STANDARD DISK, STAMPED D 61 1935 AND SET IN THE TOP OF A
 MB0015'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0004 ***********************************************************************
 MB0004  DESIGNATION -  D 62
 MB0004  PID         -  MB0004
 MB0004  STATE/COUNTY-  PA/CRAWFORD
 MB0004  USGS QUAD   -  CONNEAUT LAKE (1990)
 MB0004
 MB0004                         *CURRENT SURVEY CONTROL
 MB0004  ___________________________________________________________________
 MB0004* NAD 83(1986)-  41 37 19.     (N)    080 19 33.     (W)     SCALED    
 MB0004* NAVD 88     -       329.813  (meters)    1082.06   (feet)  ADJUSTED  
 MB0004  ___________________________________________________________________
 MB0004  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 MB0004  DYNAMIC HT  -         329.678 (meters)    1081.62  (feet)  COMP
 MB0004  MODELED GRAV-     980,205.4   (mgal)                       NAVD 88
 MB0004
 MB0004  VERT ORDER  -  SECOND    CLASS 0
 MB0004
 MB0004.The horizontal coordinates were scaled from a topographic map and have
 MB0004.an estimated accuracy of +/- 6 seconds.
 MB0004
 MB0004.The orthometric height was determined by differential leveling
 MB0004.and adjusted by the National Geodetic Survey in June 1991..
 MB0004
 MB0004.The geoid height was determined by GEOID03.
 MB0004
 MB0004.The dynamic height is computed by dividing the NAVD 88
 MB0004.geopotential number by the normal gravity value computed on the
 MB0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0004.degrees latitude (g = 980.6199 gals.).
 MB0004
 MB0004.The modeled gravity was interpolated from observed gravity values.
 MB0004
 MB0004;                    North         East    Units  Estimated Accuracy
 MB0004;SPC PA N     -   164,810.      385,370.      MT  (+/- 180 meters Scaled)
 MB0004
 MB0004                          SUPERSEDED SURVEY CONTROL
 MB0004
 MB0004  NGVD 29 (??/??/92)  329.978  (m)         1082.60   (f) ADJ UNCH    2 0
 MB0004
 MB0004.Superseded values are not recommended for survey control.
 MB0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0004.See file dsdata.txt to determine how the superseded data were derived.
 MB0004
 MB0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG561080(NAD 83)
 MB0004_MARKER: DB = BENCH MARK DISK
 MB0004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0004_SP_SET: CULVERT
 MB0004_STAMPING: D 62 1935
 MB0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0004
 MB0004  HISTORY     - Date     Condition        Report By
 MB0004  HISTORY     - 1935     MONUMENTED       CGS
 MB0004  HISTORY     - 19940329 MARK NOT FOUND   USE
 MB0004
 MB0004                          STATION DESCRIPTION
 MB0004
 MB0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MB0004'1.7 MI E FROM MEADVILLE JUNCTION.
 MB0004'1.7 MILES EAST ALONG THE BESSEMER AND LAKE ERIE RAILROAD FROM
 MB0004'THAT STATION AT MEADVILLE JUNCTION, AT THE CROSSING OF STATE
 MB0004'HIGHWAY 618, 33 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 54
 MB0004'FEET NORTH OF THE NORTH RAIL, AT A 20-INCH CONCRETE PIPE
 MB0004'CULVERT, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 MB0004'HEADWALL, AND ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD
 MB0004'DISK, STAMPED D 62 1935.
 MB0004
 MB0004                          STATION RECOVERY (1994)
 MB0004
 MB0004'RECOVERY NOTE BY US ENGINEERS 1994 (DM)
 MB0004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0297 ***********************************************************************
 MB0297  DESIGNATION -  D 63
 MB0297  PID         -  MB0297
 MB0297  STATE/COUNTY-  PA/MERCER
 MB0297  USGS QUAD   -  MERCER (1990)
 MB0297
 MB0297                         *CURRENT SURVEY CONTROL
 MB0297  ___________________________________________________________________
 MB0297* NAD 83(1986)-  41 14 44.     (N)    080 13 17.     (W)     SCALED    
 MB0297* NAVD 88     -       340.070  (meters)    1115.71   (feet)  ADJUSTED  
 MB0297  ___________________________________________________________________
 MB0297  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 MB0297  DYNAMIC HT  -         339.916 (meters)    1115.21  (feet)  COMP
 MB0297  MODELED GRAV-     980,162.7   (mgal)                       NAVD 88
 MB0297
 MB0297  VERT ORDER  -  SECOND    CLASS 0
 MB0297
 MB0297.The horizontal coordinates were scaled from a topographic map and have
 MB0297.an estimated accuracy of +/- 6 seconds.
 MB0297
 MB0297.The orthometric height was determined by differential leveling
 MB0297.and adjusted by the National Geodetic Survey in June 1991..
 MB0297
 MB0297.The geoid height was determined by GEOID03.
 MB0297
 MB0297.The dynamic height is computed by dividing the NAVD 88
 MB0297.geopotential number by the normal gravity value computed on the
 MB0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0297.degrees latitude (g = 980.6199 gals.).
 MB0297
 MB0297.The modeled gravity was interpolated from observed gravity values.
 MB0297
 MB0297;                    North         East    Units  Estimated Accuracy
 MB0297;SPC PA N     -   122,770.      392,880.      MT  (+/- 180 meters Scaled)
 MB0297
 MB0297                          SUPERSEDED SURVEY CONTROL
 MB0297
 MB0297  NGVD 29 (??/??/92)  340.230  (m)         1116.24   (f) ADJ UNCH    2 0
 MB0297
 MB0297.Superseded values are not recommended for survey control.
 MB0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0297.See file dsdata.txt to determine how the superseded data were derived.
 MB0297
 MB0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF652663(NAD 83)
 MB0297_MARKER: DB = BENCH MARK DISK
 MB0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0297_STAMPING: D 63 1935
 MB0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0297+STABILITY: SURFACE MOTION
 MB0297
 MB0297  HISTORY     - Date     Condition        Report By
 MB0297  HISTORY     - 1935     MONUMENTED       CGS
 MB0297  HISTORY     - 1958     MARK NOT FOUND   NGS
 MB0297
 MB0297                          STATION DESCRIPTION
 MB0297
 MB0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MB0297'5.9 MI SE FROM FREDONIA.
 MB0297'5.9 MILES SOUTHEAST ALONG THE BESSEMER AND LAKE ERIE RAILROAD
 MB0297'FROM THE STATION AT FREDONIA, 2300 FEET SOUTH OF MILEPOST 40.5,
 MB0297'90 FEET NORTH OF POLE 74+27, AT THE CROSSING OF U.S. HIGHWAY 62,
 MB0297'36 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 27 FEET WEST OF
 MB0297'THE WEST RAIL, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 MB0297'STAMPED D 63 1935 AND SET IN THE TOP OF A CONCRETE POST
 MB0297'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0188 ***********************************************************************
 KY0188  DESIGNATION -  D 64
 KY0188  PID         -  KY0188
 KY0188  STATE/COUNTY-  PA/LAWRENCE
 KY0188  USGS QUAD   -  NEW CASTLE SOUTH (1990)
 KY0188
 KY0188                         *CURRENT SURVEY CONTROL
 KY0188  ___________________________________________________________________
 KY0188* NAD 83(1986)-  40 59 04.     (N)    080 21 02.     (W)     SCALED    
 KY0188* NAVD 88     -       241.516  (meters)     792.37   (feet)  ADJUSTED  
 KY0188  ___________________________________________________________________
 KY0188  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 KY0188  DYNAMIC HT  -         241.401 (meters)     792.00  (feet)  COMP
 KY0188  MODELED GRAV-     980,140.5   (mgal)                       NAVD 88
 KY0188
 KY0188  VERT ORDER  -  SECOND    CLASS 0
 KY0188
 KY0188.The horizontal coordinates were scaled from a topographic map and have
 KY0188.an estimated accuracy of +/- 6 seconds.
 KY0188
 KY0188.The orthometric height was determined by differential leveling
 KY0188.and adjusted by the National Geodetic Survey in June 1991..
 KY0188
 KY0188.The geoid height was determined by GEOID03.
 KY0188
 KY0188.The dynamic height is computed by dividing the NAVD 88
 KY0188.geopotential number by the normal gravity value computed on the
 KY0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0188.degrees latitude (g = 980.6199 gals.).
 KY0188
 KY0188.The modeled gravity was interpolated from observed gravity values.
 KY0188
 KY0188;                    North         East    Units  Estimated Accuracy
 KY0188;SPC PA S     -   186,560.      381,180.      MT  (+/- 180 meters Scaled)
 KY0188
 KY0188                          SUPERSEDED SURVEY CONTROL
 KY0188
 KY0188  NGVD 29 (??/??/92)  241.667  (m)          792.87   (f) ADJ UNCH    2 0
 KY0188
 KY0188.Superseded values are not recommended for survey control.
 KY0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0188.See file dsdata.txt to determine how the superseded data were derived.
 KY0188
 KY0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF546372(NAD 83)
 KY0188_MARKER: DB = BENCH MARK DISK
 KY0188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0188_SP_SET: ABUTMENT
 KY0188_STAMPING: D 64 1935
 KY0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0188
 KY0188  HISTORY     - Date     Condition        Report By
 KY0188  HISTORY     - 1935     MONUMENTED       CGS
 KY0188
 KY0188                          STATION DESCRIPTION
 KY0188
 KY0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KY0188'AT NEW CASTLE.
 KY0188'AT NEW CASTLE, ON THE PITTSBURG AND LAKE ERIE RAILROAD, 1.7
 KY0188'MILES NORTH OF THE BALTIMORE AND OHIO RAILROAD STATION AT
 KY0188'NEW CASTLE JUNCTION, 1000 FEET SOUTH OF THE AMERICAN SHEET AND
 KY0188'TIN PLATE CO. BUILDING, 800 FEET NORTH OF A 1000-FOOT STEEL
 KY0188'BRIDGE OVER SHENANGO RIVER AND THE RAILROAD YARDS, AT A 70-FOOT
 KY0188'SPAN STEEL-GIRDER BRIDGE, IN THE TOP OF THE WEST SIDE OF THE
 KY0188'SOUTH ABUTMENT, 8 FEET WEST OF THE WEST RAIL, AND 4 FEET LOWER
 KY0188'THAN THE TRACK.  A STANDARD DISK, STAMPED D 64 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1610 ***********************************************************************
 MA1610  DESIGNATION -  D 65
 MA1610  PID         -  MA1610
 MA1610  STATE/COUNTY-  PA/WARREN
 MA1610  USGS QUAD   -  COLUMBUS (1990)
 MA1610
 MA1610                         *CURRENT SURVEY CONTROL
 MA1610  ___________________________________________________________________
 MA1610* NAD 83(1986)-  41 56 51.     (N)    079 31 58.     (W)     SCALED    
 MA1610* NAVD 88     -       439.077  (meters)    1440.54   (feet)  ADJUSTED  
 MA1610  ___________________________________________________________________
 MA1610  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 MA1610  DYNAMIC HT  -         438.900 (meters)    1439.96  (feet)  COMP
 MA1610  MODELED GRAV-     980,205.6   (mgal)                       NAVD 88
 MA1610
 MA1610  VERT ORDER  -  SECOND    CLASS 0
 MA1610
 MA1610.The horizontal coordinates were scaled from a topographic map and have
 MA1610.an estimated accuracy of +/- 6 seconds.
 MA1610
 MA1610.The orthometric height was determined by differential leveling
 MA1610.and adjusted by the National Geodetic Survey in June 1991..
 MA1610
 MA1610.The geoid height was determined by GEOID03.
 MA1610
 MA1610.The dynamic height is computed by dividing the NAVD 88
 MA1610.geopotential number by the normal gravity value computed on the
 MA1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1610.degrees latitude (g = 980.6199 gals.).
 MA1610
 MA1610.The modeled gravity was interpolated from observed gravity values.
 MA1610
 MA1610;                    North         East    Units  Estimated Accuracy
 MA1610;SPC PA N     -   199,300.      452,190.      MT  (+/- 180 meters Scaled)
 MA1610
 MA1610                          SUPERSEDED SURVEY CONTROL
 MA1610
 MA1610  NGVD 29 (??/??/92)  439.223  (m)         1441.02   (f) ADJ UNCH    2 0
 MA1610
 MA1610.Superseded values are not recommended for survey control.
 MA1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1610.See file dsdata.txt to determine how the superseded data were derived.
 MA1610
 MA1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG216449(NAD 83)
 MA1610_MARKER: DB = BENCH MARK DISK
 MA1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1610_STAMPING: D 65 1935
 MA1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1610+STABILITY: SURFACE MOTION
 MA1610
 MA1610  HISTORY     - Date     Condition        Report By
 MA1610  HISTORY     - 1935     MONUMENTED       CGS
 MA1610
 MA1610                          STATION DESCRIPTION
 MA1610
 MA1610'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA1610'2.5 MI NE FROM COLUMBUS.
 MA1610'2.5 MILES NORTHEAST ALONG THE ERIE RAILROAD FROM THE STATION
 MA1610'AT COLUMBUS, WARREN COUNTY, 180 FEET NORTH OF MILEPOST 55,
 MA1610'AT THE INTERSECTION OF THE BEAR LAKE AND LOTTSVILLE ROADS, 95
 MA1610'FEET SOUTHWEST OF THE CROSSING OF THE LOTTSVILLE ROAD, 38 FEET
 MA1610'FROM THE CENTERLINE OF THE ROAD, 44 FEET NORTH OF THE NORTH
 MA1610'RAIL, 12 FEET EAST OF A POLE, AND LEVEL WITH THE TRACK.  A
 MA1610'STANDARD DISK, STAMPED D 65 1935 AND SET IN THE TOP OF A CONCRETE
 MA1610'POST PROJECTING 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0864 ***********************************************************************
 MA0864  DESIGNATION -  D 66
 MA0864  PID         -  MA0864
 MA0864  STATE/COUNTY-  PA/WARREN
 MA0864  USGS QUAD   -  CLARENDON (1977)
 MA0864
 MA0864                         *CURRENT SURVEY CONTROL
 MA0864  ___________________________________________________________________
 MA0864* NAD 83(1986)-  41 50 57.     (N)    079 03 18.     (W)     SCALED    
 MA0864* NAVD 88     -       368.331  (meters)    1208.43   (feet)  ADJUSTED  
 MA0864  ___________________________________________________________________
 MA0864  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 MA0864  DYNAMIC HT  -         368.185 (meters)    1207.95  (feet)  COMP
 MA0864  MODELED GRAV-     980,216.1   (mgal)                       NAVD 88
 MA0864
 MA0864  VERT ORDER  -  FIRST     CLASS II
 MA0864
 MA0864.The horizontal coordinates were scaled from a topographic map and have
 MA0864.an estimated accuracy of +/- 6 seconds.
 MA0864
 MA0864.The orthometric height was determined by differential leveling
 MA0864.and adjusted by the National Geodetic Survey in June 1991..
 MA0864
 MA0864.The geoid height was determined by GEOID03.
 MA0864
 MA0864.The dynamic height is computed by dividing the NAVD 88
 MA0864.geopotential number by the normal gravity value computed on the
 MA0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0864.degrees latitude (g = 980.6199 gals.).
 MA0864
 MA0864.The modeled gravity was interpolated from observed gravity values.
 MA0864
 MA0864;                    North         East    Units  Estimated Accuracy
 MA0864;SPC PA N     -   187,670.      491,630.      MT  (+/- 180 meters Scaled)
 MA0864
 MA0864                          SUPERSEDED SURVEY CONTROL
 MA0864
 MA0864  NGVD 29 (??/??/92)  368.498  (m)         1208.98   (f) ADJ UNCH    1 2
 MA0864
 MA0864.Superseded values are not recommended for survey control.
 MA0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0864.See file dsdata.txt to determine how the superseded data were derived.
 MA0864
 MA0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG614348(NAD 83)
 MA0864_MARKER: DB = BENCH MARK DISK
 MA0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0864_STAMPING: D 66 1935
 MA0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0864+STABILITY: SURFACE MOTION
 MA0864
 MA0864  HISTORY     - Date     Condition        Report By
 MA0864  HISTORY     - 1935     MONUMENTED       CGS
 MA0864  HISTORY     - 1954     MARK NOT FOUND   NGS
 MA0864  HISTORY     - 19970420 MARK NOT FOUND   USPSQD
 MA0864  HISTORY     - 20020825 MARK NOT FOUND   USPSQD
 MA0864
 MA0864                          STATION DESCRIPTION
 MA0864
 MA0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0864'AT HEMLOCK.
 MA0864'AT HEMLOCK, WARREN COUNTY, ON THE PENNSYLVANIA RAILROAD, AT A
 MA0864'CINDER-ROAD CROSSING, 30 FEET NORTH OF THE CENTER LINE OF THE
 MA0864'ROAD, 26 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK, 12
 MA0864'FEET NORTHWEST OF THE CENTER LINE OF A SIDETRACK, 3 FEET NORTH
 MA0864'OF THE HEMLOCK SIGN, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE
 MA0864'RAIL.  A STANDARD DISK, STAMPED D 66 1935 AND SET IN THE TOP OF A
 MA0864'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 MA0864
 MA0864                          STATION RECOVERY (1954)
 MA0864
 MA0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 MA0864'MARK NOT FOUND.
 MA0864
 MA0864                          STATION RECOVERY (1997)
 MA0864
 MA0864'RECOVERY NOTE BY US POWER SQUADRON 1997
 MA0864'MARK NOT FOUND.
 MA0864
 MA0864                          STATION RECOVERY (2002)
 MA0864
 MA0864'RECOVERY NOTE BY US POWER SQUADRON 2002 (WR)
 MA0864'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0892 ***********************************************************************
 MA0892  DESIGNATION -  D 67
 MA0892  PID         -  MA0892
 MA0892  STATE/COUNTY-  PA/WARREN
 MA0892  USGS QUAD   -  SHEFFIELD (1973)
 MA0892
 MA0892                         *CURRENT SURVEY CONTROL
 MA0892  ___________________________________________________________________
 MA0892* NAD 83(1986)-  41 44 51.     (N)    079 04 13.     (W)     SCALED    
 MA0892* NAVD 88     -       414.721  (meters)    1360.63   (feet)  ADJUSTED  
 MA0892  ___________________________________________________________________
 MA0892  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 MA0892  DYNAMIC HT  -         414.551 (meters)    1360.07  (feet)  COMP
 MA0892  MODELED GRAV-     980,198.7   (mgal)                       NAVD 88
 MA0892
 MA0892  VERT ORDER  -  SECOND    CLASS 0
 MA0892
 MA0892.The horizontal coordinates were scaled from a topographic map and have
 MA0892.an estimated accuracy of +/- 6 seconds.
 MA0892
 MA0892.The orthometric height was determined by differential leveling
 MA0892.and adjusted by the National Geodetic Survey in June 1991..
 MA0892
 MA0892.The geoid height was determined by GEOID03.
 MA0892
 MA0892.The dynamic height is computed by dividing the NAVD 88
 MA0892.geopotential number by the normal gravity value computed on the
 MA0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0892.degrees latitude (g = 980.6199 gals.).
 MA0892
 MA0892.The modeled gravity was interpolated from observed gravity values.
 MA0892
 MA0892;                    North         East    Units  Estimated Accuracy
 MA0892;SPC PA N     -   176,400.      490,190.      MT  (+/- 180 meters Scaled)
 MA0892
 MA0892                          SUPERSEDED SURVEY CONTROL
 MA0892
 MA0892  NGVD 29 (??/??/92)  414.870  (m)         1361.12   (f) ADJ UNCH    2 0
 MA0892
 MA0892.Superseded values are not recommended for survey control.
 MA0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0892.See file dsdata.txt to determine how the superseded data were derived.
 MA0892
 MA0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG604235(NAD 83)
 MA0892_MARKER: DB = BENCH MARK DISK
 MA0892_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0892_SP_SET: BRIDGE
 MA0892_STAMPING: D 67 1935
 MA0892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0892
 MA0892  HISTORY     - Date     Condition        Report By
 MA0892  HISTORY     - 1935     MONUMENTED       CGS
 MA0892  HISTORY     - 1950     MARK NOT FOUND   NGS
 MA0892  HISTORY     - 20020825 MARK NOT FOUND   USPSQD
 MA0892
 MA0892                          STATION DESCRIPTION
 MA0892
 MA0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0892'2.5 MI NW FROM SAYBROOK.
 MA0892'ABOUT 2.5 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0892'THE STATION AT SAYBROOK, WARREN COUNTY, ABOUT 0.1 MILE EAST OF
 MA0892'MILEPOST 213-75, AT BRIDGE 75.15, IN THE TOP OF THE SOUTHEAST
 MA0892'WING WALL, 6 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT
 MA0892'2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED D 67 1935.
 MA0892
 MA0892                          STATION RECOVERY (1950)
 MA0892
 MA0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MA0892'MARK NOT FOUND.
 MA0892
 MA0892                          STATION RECOVERY (2002)
 MA0892
 MA0892'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 MA0892'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0947 ***********************************************************************
 LZ0947  DESIGNATION -  D 68
 LZ0947  PID         -  LZ0947
 LZ0947  STATE/COUNTY-  PA/LYCOMING
 LZ0947  USGS QUAD   -  COGAN STATION (1973)
 LZ0947
 LZ0947                         *CURRENT SURVEY CONTROL
 LZ0947  ___________________________________________________________________
 LZ0947* NAD 83(1986)-  41 18 16.     (N)    077 04 04.     (W)     SCALED    
 LZ0947* NAVD 88     -       176.399  (meters)     578.74   (feet)  ADJUSTED  
 LZ0947  ___________________________________________________________________
 LZ0947  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 LZ0947  DYNAMIC HT  -         176.324 (meters)     578.49  (feet)  COMP
 LZ0947  MODELED GRAV-     980,195.1   (mgal)                       NAVD 88
 LZ0947
 LZ0947  VERT ORDER  -  SECOND    CLASS 0
 LZ0947
 LZ0947.The horizontal coordinates were scaled from a topographic map and have
 LZ0947.an estimated accuracy of +/- 6 seconds.
 LZ0947
 LZ0947.The orthometric height was determined by differential leveling
 LZ0947.and adjusted by the National Geodetic Survey in June 1991..
 LZ0947
 LZ0947.The geoid height was determined by GEOID03.
 LZ0947
 LZ0947.The dynamic height is computed by dividing the NAVD 88
 LZ0947.geopotential number by the normal gravity value computed on the
 LZ0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0947.degrees latitude (g = 980.6199 gals.).
 LZ0947
 LZ0947.The modeled gravity was interpolated from observed gravity values.
 LZ0947
 LZ0947;                    North         East    Units  Estimated Accuracy
 LZ0947;SPC PA N     -   126,580.      657,130.      MT  (+/- 180 meters Scaled)
 LZ0947
 LZ0947                          SUPERSEDED SURVEY CONTROL
 LZ0947
 LZ0947  NGVD 29 (??/??/92)  176.62   (m)          579.5    (f) COMPUTED    2 0
 LZ0947
 LZ0947.Superseded values are not recommended for survey control.
 LZ0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0947.See file dsdata.txt to determine how the superseded data were derived.
 LZ0947
 LZ0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL268746(NAD 83)
 LZ0947_MARKER: DB = BENCH MARK DISK
 LZ0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0947_STAMPING: D 68 1935
 LZ0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0947+STABILITY: SURFACE MOTION
 LZ0947
 LZ0947  HISTORY     - Date     Condition        Report By
 LZ0947  HISTORY     - 1935     MONUMENTED       CGS
 LZ0947  HISTORY     - 1968     MARK NOT FOUND   NGS
 LZ0947
 LZ0947                          STATION DESCRIPTION
 LZ0947
 LZ0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0947'AT HEPBURNVILLE.
 LZ0947'AT HEPBURNVILLE, LYCOMING COUNTY, ON THE PENNSYLVANIA RAILROAD,
 LZ0947'ABOUT 1,655 FEET NORTH OF MILEPOST 5, 42 FEET SOUTHWEST OF
 LZ0947'THE CENTER OF A ROAD CROSSING, 36 FEET SOUTH OF THE CENTER LINE
 LZ0947'OF THE DIRT ROAD, 33 FEET WEST OF THE CENTER LINE OF THE TRACK,
 LZ0947'23 FEET WEST OF A POLE, AND ABOUT 5 FEET LOWER THAN THE TOP OF THE
 LZ0947'RAIL.  A STANDARD DISK, STAMPED D 68 1935 AND SET IN THE TOP OF
 LZ0947'A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0460 ***********************************************************************
 LZ0460  DESIGNATION -  D 69
 LZ0460  PID         -  LZ0460
 LZ0460  STATE/COUNTY-  PA/SULLIVAN
 LZ0460  USGS QUAD   -  EAGLES MERE (1993)
 LZ0460
 LZ0460                         *CURRENT SURVEY CONTROL
 LZ0460  ___________________________________________________________________
 LZ0460* NAD 83(1986)-  41 28 16.     (N)    076 34 54.     (W)     SCALED    
 LZ0460* NAVD 88     -       347.512  (meters)    1140.13   (feet)  ADJUSTED  
 LZ0460  ___________________________________________________________________
 LZ0460  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 LZ0460  DYNAMIC HT  -         347.362 (meters)    1139.64  (feet)  COMP
 LZ0460  MODELED GRAV-     980,181.1   (mgal)                       NAVD 88
 LZ0460
 LZ0460  VERT ORDER  -  SECOND    CLASS 0
 LZ0460
 LZ0460.The horizontal coordinates were scaled from a topographic map and have
 LZ0460.an estimated accuracy of +/- 6 seconds.
 LZ0460
 LZ0460.The orthometric height was determined by differential leveling
 LZ0460.and adjusted by the National Geodetic Survey in June 1991..
 LZ0460
 LZ0460.The geoid height was determined by GEOID03.
 LZ0460
 LZ0460.The dynamic height is computed by dividing the NAVD 88
 LZ0460.geopotential number by the normal gravity value computed on the
 LZ0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0460.degrees latitude (g = 980.6199 gals.).
 LZ0460
 LZ0460.The modeled gravity was interpolated from observed gravity values.
 LZ0460
 LZ0460;                    North         East    Units  Estimated Accuracy
 LZ0460;SPC PA N     -   145,520.      697,590.      MT  (+/- 180 meters Scaled)
 LZ0460
 LZ0460                          SUPERSEDED SURVEY CONTROL
 LZ0460
 LZ0460  NGVD 29 (??/??/92)  347.688  (m)         1140.71   (f) ADJ UNCH    2 0
 LZ0460
 LZ0460.Superseded values are not recommended for survey control.
 LZ0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0460.See file dsdata.txt to determine how the superseded data were derived.
 LZ0460
 LZ0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL679922(NAD 83)
 LZ0460_MARKER: DB = BENCH MARK DISK
 LZ0460_SETTING: 66 = SET IN ROCK OUTCROP
 LZ0460_SP_SET: ROCK OUTCROP
 LZ0460_STAMPING: D 69 1935
 LZ0460_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ0460+STABILITY: POSITION/ELEVATION WELL
 LZ0460
 LZ0460  HISTORY     - Date     Condition        Report By
 LZ0460  HISTORY     - 1935     MONUMENTED       CGS
 LZ0460
 LZ0460                          STATION DESCRIPTION
 LZ0460
 LZ0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0460'1.9 MI S FROM FORKSVILLE.
 LZ0460'1.9 MILES SOUTH ALONG STATE HIGHWAY 154 FROM FORKSVILLE,
 LZ0460'SULLIVAN COUNTY, AT WORLDS END STATE PARK, 0.3 MILE NORTH OF THE
 LZ0460'JUNCTION OF STATE HIGHWAY 394, 980 FEET SOUTH OF A BRIDGE OVER
 LZ0460'LOYALSOCK CREEK, 106 FEET SOUTHWEST OF A LOG CABIN ON THE EAST
 LZ0460'OF THE HIGHWAY, 45 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LZ0460'27 FEET NORTHWEST OF A FOOTPATH, IN THE TOP OF A SANDSTONE
 LZ0460'OUTCROP, AND LEVEL WITH THE GRADE.  A STANDARD DISK, STAMPED
 LZ0460'D 69 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0726 ***********************************************************************
 KW0726  DESIGNATION -  D 7
 KW0726  PID         -  KW0726
 KW0726  STATE/COUNTY-  PA/LANCASTER
 KW0726  USGS QUAD   -  COLUMBIA EAST (1995)
 KW0726
 KW0726                         *CURRENT SURVEY CONTROL
 KW0726  ___________________________________________________________________
 KW0726* NAD 83(1986)-  40 01 49.     (N)    076 29 08.     (W)     SCALED    
 KW0726* NAVD 88     -       104.157  (meters)     341.72   (feet)  ADJUSTED  
 KW0726  ___________________________________________________________________
 KW0726  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 KW0726  DYNAMIC HT  -         104.104 (meters)     341.55  (feet)  COMP
 KW0726  MODELED GRAV-     980,113.8   (mgal)                       NAVD 88
 KW0726
 KW0726  VERT ORDER  -  FIRST     CLASS II
 KW0726
 KW0726.The horizontal coordinates were scaled from a topographic map and have
 KW0726.an estimated accuracy of +/- 6 seconds.
 KW0726
 KW0726.The orthometric height was determined by differential leveling
 KW0726.and adjusted by the National Geodetic Survey in June 1991..
 KW0726
 KW0726.The geoid height was determined by GEOID03.
 KW0726
 KW0726.The dynamic height is computed by dividing the NAVD 88
 KW0726.geopotential number by the normal gravity value computed on the
 KW0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0726.degrees latitude (g = 980.6199 gals.).
 KW0726
 KW0726.The modeled gravity was interpolated from observed gravity values.
 KW0726
 KW0726;                    North         East    Units  Estimated Accuracy
 KW0726;SPC PA S     -    78,160.      707,920.      MT  (+/- 180 meters Scaled)
 KW0726
 KW0726                          SUPERSEDED SURVEY CONTROL
 KW0726
 KW0726  NGVD 29 (??/??/??)  104.410  (m)          342.55   (f) ADJUSTED    1 2
 KW0726
 KW0726.Superseded values are not recommended for survey control.
 KW0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0726.See file dsdata.txt to determine how the superseded data were derived.
 KW0726
 KW0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK732321(NAD 83)
 KW0726_MARKER: DB = BENCH MARK DISK
 KW0726_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0726_SP_SET: BASE
 KW0726_STAMPING: D 7 1955
 KW0726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0726_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0726+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2004
 KW0726
 KW0726  HISTORY     - Date     Condition        Report By
 KW0726  HISTORY     - 1955     MONUMENTED       CGS
 KW0726  HISTORY     - 1966     GOOD             CGS
 KW0726  HISTORY     - 20040725 GOOD             GEOCAC
 KW0726
 KW0726                          STATION DESCRIPTION
 KW0726
 KW0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KW0726'AT COLUMBIA.
 KW0726'AT COLUMBIA, IN THE EAST PART OF TOWN, 75 YARDS EAST OF CENTER
 KW0726'LINE OF 12TH STREET, 90 YARDS SOUTH OF CENTER LINE OF U.S. HIGHWAY
 KW0726'30 (LINCOLN HIGHWAY), IN THE TOP OF THE NORTHWEST CORNER OF
 KW0726'CONCRETE BASE OF NORTH LEG OF WATER TOWER AND 1/2 FOOT ABOVE
 KW0726'GROUND.
 KW0726
 KW0726                          STATION RECOVERY (1966)
 KW0726
 KW0726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KW0726'RECOVERED IN GOOD CONDITION.
 KW0726
 KW0726                          STATION RECOVERY (2004)
 KW0726
 KW0726'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0481 ***********************************************************************
 LZ0481  DESIGNATION -  D 70
 LZ0481  PID         -  LZ0481
 LZ0481  STATE/COUNTY-  PA/SULLIVAN
 LZ0481  USGS QUAD   -  HILLSGROVE (1995)
 LZ0481
 LZ0481                         *CURRENT SURVEY CONTROL
 LZ0481  ___________________________________________________________________
 LZ0481* NAD 83(1986)-  41 26 59.     (N)    076 41 14.     (W)     SCALED    
 LZ0481* NAVD 88     -       266.687  (meters)     874.96   (feet)  ADJUSTED  
 LZ0481  ___________________________________________________________________
 LZ0481  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LZ0481  DYNAMIC HT  -         266.573 (meters)     874.58  (feet)  COMP
 LZ0481  MODELED GRAV-     980,188.0   (mgal)                       NAVD 88
 LZ0481
 LZ0481  VERT ORDER  -  SECOND    CLASS 0
 LZ0481
 LZ0481.The horizontal coordinates were scaled from a topographic map and have
 LZ0481.an estimated accuracy of +/- 6 seconds.
 LZ0481
 LZ0481.The orthometric height was determined by differential leveling
 LZ0481.and adjusted by the National Geodetic Survey in June 1991..
 LZ0481
 LZ0481.The geoid height was determined by GEOID03.
 LZ0481
 LZ0481.The dynamic height is computed by dividing the NAVD 88
 LZ0481.geopotential number by the normal gravity value computed on the
 LZ0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0481.degrees latitude (g = 980.6199 gals.).
 LZ0481
 LZ0481.The modeled gravity was interpolated from observed gravity values.
 LZ0481
 LZ0481;                    North         East    Units  Estimated Accuracy
 LZ0481;SPC PA N     -   143,030.      688,800.      MT  (+/- 180 meters Scaled)
 LZ0481
 LZ0481                          SUPERSEDED SURVEY CONTROL
 LZ0481
 LZ0481  NGVD 29 (??/??/92)  266.869  (m)          875.55   (f) ADJ UNCH    2 0
 LZ0481
 LZ0481.Superseded values are not recommended for survey control.
 LZ0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0481.See file dsdata.txt to determine how the superseded data were derived.
 LZ0481
 LZ0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL590900(NAD 83)
 LZ0481_MARKER: DB = BENCH MARK DISK
 LZ0481_SETTING: 80 = SET IN A BOULDER
 LZ0481_SP_SET: BOULDER
 LZ0481_STAMPING: D 70 1935
 LZ0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0481+STABILITY: SURFACE MOTION
 LZ0481
 LZ0481  HISTORY     - Date     Condition        Report By
 LZ0481  HISTORY     - 1935     MONUMENTED       CGS
 LZ0481
 LZ0481                          STATION DESCRIPTION
 LZ0481
 LZ0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0481'1.9 MI NE FROM HILLSGROVE.
 LZ0481'1.9 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM HILLSGROVE,
 LZ0481'SULLIVAN COUNTY, 315 FEET NORTH OF STATION 80, 675 FEET SOUTHWEST
 LZ0481'OF THE ERNEST RHOMAN HOME, IN A WOODED PASTURE, 24 FEET EAST
 LZ0481'OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A LARGE FLAT
 LZ0481'7- BY 8-FOOT BOULDER, AND ABOUT 1-1/2 FEET ABOVE THE GROUND.  A
 LZ0481'STANDARD DISK, STAMPED D 70 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1357 ***********************************************************************
 LZ1357  DESIGNATION -  D 73
 LZ1357  PID         -  LZ1357
 LZ1357  STATE/COUNTY-  PA/POTTER
 LZ1357  USGS QUAD   -  GALETON (1994)
 LZ1357
 LZ1357                         *CURRENT SURVEY CONTROL
 LZ1357  ___________________________________________________________________
 LZ1357* NAD 83(1986)-  41 43 02.     (N)    077 38 22.     (W)     SCALED    
 LZ1357* NAVD 88     -       438.900  (meters)    1439.96   (feet)  ADJUSTED  
 LZ1357  ___________________________________________________________________
 LZ1357  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 LZ1357  DYNAMIC HT  -         438.716 (meters)    1439.35  (feet)  COMP
 LZ1357  MODELED GRAV-     980,189.4   (mgal)                       NAVD 88
 LZ1357
 LZ1357  VERT ORDER  -  SECOND    CLASS 0
 LZ1357
 LZ1357.The horizontal coordinates were scaled from a topographic map and have
 LZ1357.an estimated accuracy of +/- 6 seconds.
 LZ1357
 LZ1357.The orthometric height was determined by differential leveling
 LZ1357.and adjusted by the National Geodetic Survey in June 1991..
 LZ1357
 LZ1357.The geoid height was determined by GEOID03.
 LZ1357
 LZ1357.The dynamic height is computed by dividing the NAVD 88
 LZ1357.geopotential number by the normal gravity value computed on the
 LZ1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1357.degrees latitude (g = 980.6199 gals.).
 LZ1357
 LZ1357.The modeled gravity was interpolated from observed gravity values.
 LZ1357
 LZ1357;                    North         East    Units  Estimated Accuracy
 LZ1357;SPC PA N     -   172,200.      609,200.      MT  (+/- 180 meters Scaled)
 LZ1357
 LZ1357                          SUPERSEDED SURVEY CONTROL
 LZ1357
 LZ1357  NGVD 29 (??/??/92)  439.040  (m)         1440.42   (f) ADJ UNCH    2 0
 LZ1357
 LZ1357.Superseded values are not recommended for survey control.
 LZ1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1357.See file dsdata.txt to determine how the superseded data were derived.
 LZ1357
 LZ1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM804217(NAD 83)
 LZ1357_MARKER: DB = BENCH MARK DISK
 LZ1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1357_STAMPING: D 73 1935
 LZ1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1357+STABILITY: SURFACE MOTION
 LZ1357
 LZ1357  HISTORY     - Date     Condition        Report By
 LZ1357  HISTORY     - 1935     MONUMENTED       CGS
 LZ1357
 LZ1357                          STATION DESCRIPTION
 LZ1357
 LZ1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ1357'1.4 MI S FROM GALETON.
 LZ1357'1.4 MILES SOUTH ALONG STATE HIGHWAY 144 FROM GALETON, AT HIGHWAY
 LZ1357'STATION 501+80, 52 FEET NORTHWEST OF POLE B.T. CO. 2+45, 25
 LZ1357'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 24 FEET SOUTHWEST
 LZ1357'OF THE LOOSE STONE HEAD WALL OF A CULVERT, 19 FEET NORTH OF THE
 LZ1357'CENTER OF A FENCE GATE, 3 FEET EAST OF A BARBED WIRE FENCE, IN
 LZ1357'LINE WITH THE TROUGH OF A RAVINE THROUGH A COW PASTURE, AND 1
 LZ1357'FOOT HIGHER THAN THE ROADWAY.  SET IN THE TOP OF A CONCRETE
 LZ1357'POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0885 ***********************************************************************
 KX0885  DESIGNATION -  D 75
 KX0885  PID         -  KX0885
 KX0885  STATE/COUNTY-  PA/ARMSTRONG
 KX0885  USGS QUAD   -  TEMPLETON (1993)
 KX0885
 KX0885                         *CURRENT SURVEY CONTROL
 KX0885  ___________________________________________________________________
 KX0885* NAD 83(1986)-  40 56 25.     (N)    079 28 19.     (W)     SCALED    
 KX0885* NAVD 88     -       252.241  (meters)     827.56   (feet)  ADJUSTED  
 KX0885  ___________________________________________________________________
 KX0885  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KX0885  DYNAMIC HT  -         252.121 (meters)     827.17  (feet)  COMP
 KX0885  MODELED GRAV-     980,141.2   (mgal)                       NAVD 88
 KX0885
 KX0885  VERT ORDER  -  SECOND    CLASS 0
 KX0885
 KX0885.The horizontal coordinates were scaled from a topographic map and have
 KX0885.an estimated accuracy of +/- 6 seconds.
 KX0885
 KX0885.The orthometric height was determined by differential leveling
 KX0885.and adjusted by the National Geodetic Survey in June 1991..
 KX0885
 KX0885.The geoid height was determined by GEOID03.
 KX0885
 KX0885.The dynamic height is computed by dividing the NAVD 88
 KX0885.geopotential number by the normal gravity value computed on the
 KX0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0885.degrees latitude (g = 980.6199 gals.).
 KX0885
 KX0885.The modeled gravity was interpolated from observed gravity values.
 KX0885
 KX0885;                    North         East    Units  Estimated Accuracy
 KX0885;SPC PA S     -   179,850.      455,000.      MT  (+/- 180 meters Scaled)
 KX0885
 KX0885                          SUPERSEDED SURVEY CONTROL
 KX0885
 KX0885  NGVD 29 (??/??/92)  252.418  (m)          828.14   (f) ADJ UNCH    2 0
 KX0885
 KX0885.Superseded values are not recommended for survey control.
 KX0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0885.See file dsdata.txt to determine how the superseded data were derived.
 KX0885
 KX0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF286332(NAD 83)
 KX0885_MARKER: DB = BENCH MARK DISK
 KX0885_SETTING: 66 = SET IN ROCK OUTCROP
 KX0885_SP_SET: ROCK OUTCROP
 KX0885_STAMPING: D 75 1935
 KX0885_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX0885+STABILITY: POSITION/ELEVATION WELL
 KX0885
 KX0885  HISTORY     - Date     Condition        Report By
 KX0885  HISTORY     - 1935     MONUMENTED       CGS
 KX0885
 KX0885                          STATION DESCRIPTION
 KX0885
 KX0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX0885'0.8 MI N FROM MAHONING.
 KX0885'0.8 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0885'AT MAHONING, ARMSTRONG COUNTY, 150 FEET SOUTH OF BRIDGE NO. 55.69,
 KX0885'6 FEET WEST OF TELEPHONE POLE K.T.C.L. 466, 33 FEET EAST OF THE
 KX0885'CENTERLINE OF THE NORTHBOUND TRACK, IN THE TOP OF A ROCK OUTCROP,
 KX0885'AND ABOUT 4 FEET ABOVE THE TOP OF THE RAIL.  A STANDARD DISK,
 KX0885'STAMPED D 75 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0988 ***********************************************************************
 MA0988  DESIGNATION -  D 76
 MA0988  PID         -  MA0988
 MA0988  STATE/COUNTY-  PA/FOREST
 MA0988  USGS QUAD   -  MARIENVILLE WEST (1973)
 MA0988
 MA0988                         *CURRENT SURVEY CONTROL
 MA0988  ___________________________________________________________________
 MA0988* NAD 83(1986)-  41 27 37.     (N)    079 07 51.     (W)     SCALED    
 MA0988* NAVD 88     -       521.919  (meters)    1712.33   (feet)  ADJUSTED  
 MA0988  ___________________________________________________________________
 MA0988  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 MA0988  DYNAMIC HT  -         521.687 (meters)    1711.57  (feet)  COMP
 MA0988  MODELED GRAV-     980,160.8   (mgal)                       NAVD 88
 MA0988
 MA0988  VERT ORDER  -  SECOND    CLASS 0
 MA0988
 MA0988.The horizontal coordinates were scaled from a topographic map and have
 MA0988.an estimated accuracy of +/- 6 seconds.
 MA0988
 MA0988.The orthometric height was determined by differential leveling
 MA0988.and adjusted by the National Geodetic Survey in June 1991..
 MA0988
 MA0988.The geoid height was determined by GEOID03.
 MA0988
 MA0988.The dynamic height is computed by dividing the NAVD 88
 MA0988.geopotential number by the normal gravity value computed on the
 MA0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0988.degrees latitude (g = 980.6199 gals.).
 MA0988
 MA0988.The modeled gravity was interpolated from observed gravity values.
 MA0988
 MA0988;                    North         East    Units  Estimated Accuracy
 MA0988;SPC PA N     -   144,580.      484,650.      MT  (+/- 180 meters Scaled)
 MA0988
 MA0988                          SUPERSEDED SURVEY CONTROL
 MA0988
 MA0988  NGVD 29 (??/??/92)  522.054  (m)         1712.77   (f) ADJ UNCH    2 0
 MA0988
 MA0988.Superseded values are not recommended for survey control.
 MA0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0988.See file dsdata.txt to determine how the superseded data were derived.
 MA0988
 MA0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF561915(NAD 83)
 MA0988_MARKER: DB = BENCH MARK DISK
 MA0988_SETTING: 0 = UNSPECIFIED SETTING
 MA0988_STAMPING: D 76 1935
 MA0988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0988
 MA0988  HISTORY     - Date     Condition        Report By
 MA0988  HISTORY     - 1935     MONUMENTED       CGS
 MA0988  HISTORY     - 1970     GOOD             NGS
 MA0988
 MA0988                          STATION DESCRIPTION
 MA0988
 MA0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MA0988'0.7 MI SW FROM MARIENVILLE.
 MA0988'ABOUT 0.7 MILE SOUTH OF CENTER OF MARIENVILLE, ON THE EAST SIDE
 MA0988'OF THE BALTIMORE AND OHIO RAILROAD, JUST EAST OF A NEW HOUSING
 MA0988'DEVELOPMENT, IT IS 58 FEET SOUTHWEST OF SOUTHWEST CORNER OF A
 MA0988'SMALL BUILDING THAT IS NEAR RAILROAD AND HAS A HIP-ROOF, 57 FEET
 MA0988'EAST OF POLE 120+22, ABOUT 225 FEET SOUTH OF A WHITE HOUSE WITH
 MA0988'A BACK PORCH, 24 FEET SOUTHEAST OF A RAMP TO RAILROAD GRADE, 18
 MA0988'FEET SOUTH OF SOUTH RAIL OF RAILROAD, 12 FEET EAST OF A 4-FOOT STUMP
 MA0988'OF AN OLD POLE, AND 0.5 FOOT NORTH OF A METAL WITNESS POST AND
 MA0988'SIGN.  THE MARK IS FLUSH WITH GROUND SURFACE.  TO REACH FROM
 MA0988'THE RAILROAD STATION IN MARIENVILLE, GO NORTH 0.05 MILE, TURN
 MA0988'LEFT ON STATE HIGHWAY 66 AND GO WESTERLY FOR 0.7 MILE TO ENTRANCE
 MA0988'ON LEFT TO NEW HOUSING DEVELOPMENT, TURN LEFT AND GO SOUTHEAST
 MA0988'FOR 0.1 MILE, TAKE LEFT FORK AND GO EAST-SOUTHEAST FOR 0.15 MILE
 MA0988'TO WHERE STREET TURNS LEFT, NEAR RAILROAD TRACKS, PACK WEST
 MA0988'DOWN RAILROAD TRACKS FOR 12 RAILROAD RAIL LENGTHS TO THE MARK
 MA0988'ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0747 ***********************************************************************
 MA0747  DESIGNATION -  D 77
 MA0747  PID         -  MA0747
 MA0747  STATE/COUNTY-  PA/ELK
 MA0747  USGS QUAD   -  JAMES CITY (1966)
 MA0747
 MA0747                         *CURRENT SURVEY CONTROL
 MA0747  ___________________________________________________________________
 MA0747* NAD 83(1986)-  41 34 57.     (N)    078 50 40.     (W)     SCALED    
 MA0747* NAVD 88     -       613.676  (meters)    2013.37   (feet)  ADJUSTED  
 MA0747  ___________________________________________________________________
 MA0747  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 MA0747  DYNAMIC HT  -         613.405 (meters)    2012.48  (feet)  COMP
 MA0747  MODELED GRAV-     980,160.2   (mgal)                       NAVD 88
 MA0747
 MA0747  VERT ORDER  -  SECOND    CLASS 0
 MA0747
 MA0747.The horizontal coordinates were scaled from a topographic map and have
 MA0747.an estimated accuracy of +/- 6 seconds.
 MA0747
 MA0747.The orthometric height was determined by differential leveling
 MA0747.and adjusted by the National Geodetic Survey in June 1991..
 MA0747
 MA0747.The geoid height was determined by GEOID03.
 MA0747
 MA0747.The dynamic height is computed by dividing the NAVD 88
 MA0747.geopotential number by the normal gravity value computed on the
 MA0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0747.degrees latitude (g = 980.6199 gals.).
 MA0747
 MA0747.The modeled gravity was interpolated from observed gravity values.
 MA0747
 MA0747;                    North         East    Units  Estimated Accuracy
 MA0747;SPC PA N     -   157,810.      508,740.      MT  (+/- 180 meters Scaled)
 MA0747
 MA0747                          SUPERSEDED SURVEY CONTROL
 MA0747
 MA0747  NGVD 29 (??/??/92)  613.788  (m)         2013.74   (f) ADJ UNCH    2 0
 MA0747
 MA0747.Superseded values are not recommended for survey control.
 MA0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0747.See file dsdata.txt to determine how the superseded data were derived.
 MA0747
 MA0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG796056(NAD 83)
 MA0747_MARKER: DB = BENCH MARK DISK
 MA0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0747_STAMPING: D 77 1935
 MA0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0747+STABILITY: SURFACE MOTION
 MA0747
 MA0747  HISTORY     - Date     Condition        Report By
 MA0747  HISTORY     - 1935     MONUMENTED       CGS
 MA0747  HISTORY     - 1950     MARK NOT FOUND   NGS
 MA0747
 MA0747                          STATION DESCRIPTION
 MA0747
 MA0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0747'0.4 MI W FROM CARLSON.
 MA0747'ABOUT 0.4 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MA0747'THE STATION AT CARLSON, ELK COUNTY, 27 FEET EAST OF POLE 144+25,
 MA0747'ABOUT 85 FEET EAST OF THE CENTER OF A DIRT-ROAD CROSSING, 39
 MA0747'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 21 FEET SOUTH
 MA0747'OF THE SOUTH RAIL, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A
 MA0747'STANDARD DISK, STAMPED D 77 1935 AND SET IN THE TOP OF A CONCRETE
 MA0747'POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 MA0747
 MA0747                          STATION RECOVERY (1950)
 MA0747
 MA0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MA0747'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0787 ***********************************************************************
 MA0787  DESIGNATION -  D 78
 MA0787  PID         -  MA0787
 MA0787  STATE/COUNTY-  PA/FOREST
 MA0787  USGS QUAD   -  RUSSELL CITY (1983)
 MA0787
 MA0787                         *CURRENT SURVEY CONTROL
 MA0787  ___________________________________________________________________
 MA0787* NAD 83(1986)-  41 36 04.     (N)    078 58 50.     (W)     SCALED    
 MA0787* NAVD 88     -       472.027  (meters)    1548.64   (feet)  ADJUSTED  
 MA0787  ___________________________________________________________________
 MA0787  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 MA0787  DYNAMIC HT  -         471.822 (meters)    1547.97  (feet)  COMP
 MA0787  MODELED GRAV-     980,174.7   (mgal)                       NAVD 88
 MA0787
 MA0787  VERT ORDER  -  SECOND    CLASS 0
 MA0787
 MA0787.The horizontal coordinates were scaled from a topographic map and have
 MA0787.an estimated accuracy of +/- 6 seconds.
 MA0787
 MA0787.The orthometric height was determined by differential leveling
 MA0787.and adjusted by the National Geodetic Survey in June 1991..
 MA0787
 MA0787.The geoid height was determined by GEOID03.
 MA0787
 MA0787.The dynamic height is computed by dividing the NAVD 88
 MA0787.geopotential number by the normal gravity value computed on the
 MA0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0787.degrees latitude (g = 980.6199 gals.).
 MA0787
 MA0787.The modeled gravity was interpolated from observed gravity values.
 MA0787
 MA0787;                    North         East    Units  Estimated Accuracy
 MA0787;SPC PA N     -   160,030.      497,420.      MT  (+/- 180 meters Scaled)
 MA0787
 MA0787                          SUPERSEDED SURVEY CONTROL
 MA0787
 MA0787  NGVD 29 (??/??/92)  472.157  (m)         1549.07   (f) ADJ UNCH    2 0
 MA0787
 MA0787.Superseded values are not recommended for survey control.
 MA0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0787.See file dsdata.txt to determine how the superseded data were derived.
 MA0787
 MA0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG682074(NAD 83)
 MA0787_MARKER: DB = BENCH MARK DISK
 MA0787_SETTING: 66 = SET IN ROCK OUTCROP
 MA0787_SP_SET: ROCK OUTCROP
 MA0787_STAMPING: D 78 1935
 MA0787_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA0787+STABILITY: POSITION/ELEVATION WELL
 MA0787
 MA0787  HISTORY     - Date     Condition        Report By
 MA0787  HISTORY     - 1935     MONUMENTED       CGS
 MA0787  HISTORY     - 1936     GOOD             NGS
 MA0787
 MA0787                          STATION DESCRIPTION
 MA0787
 MA0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0787'3.7 MI N FROM SHEFFIELD JUNCTION.
 MA0787'ABOUT 3.7 MILES NORTH ALONG THE TIONESTA VALLEY RAILWAY FROM
 MA0787'THE STATION AT SHEFFIELD JUNCTION, FOREST COUNTY, ABOUT 285
 MA0787'FEET NORTH OF A WOODEN WATER TANK, 30 FEET SOUTH OF A RAILROAD
 MA0787'CUT, 63 FEET EAST OF A TURN IN A ROW OF POLES, 13 FEET WEST
 MA0787'OF THE CENTER LINE OF THE TRACK, IN THE TOP OF A ROCK OUTCROP,
 MA0787'AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 MA0787'D 78 1935.
 MA0787
 MA0787                          STATION RECOVERY (1936)
 MA0787
 MA0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 MA0787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1128 ***********************************************************************
 LZ1128  DESIGNATION -  D 79
 LZ1128  PID         -  LZ1128
 LZ1128  STATE/COUNTY-  PA/LYCOMING
 LZ1128  USGS QUAD   -  JERSEY SHORE (1986)
 LZ1128
 LZ1128                         *CURRENT SURVEY CONTROL
 LZ1128  ___________________________________________________________________
 LZ1128* NAD 83(1986)-  41 12 32.     (N)    077 15 04.     (W)     SCALED    
 LZ1128* NAVD 88     -       163.740  (meters)     537.20   (feet)  ADJUSTED  
 LZ1128  ___________________________________________________________________
 LZ1128  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 LZ1128  DYNAMIC HT  -         163.667 (meters)     536.96  (feet)  COMP
 LZ1128  MODELED GRAV-     980,174.6   (mgal)                       NAVD 88
 LZ1128
 LZ1128  VERT ORDER  -  SECOND    CLASS 0
 LZ1128
 LZ1128.The horizontal coordinates were scaled from a topographic map and have
 LZ1128.an estimated accuracy of +/- 6 seconds.
 LZ1128
 LZ1128.The orthometric height was determined by differential leveling
 LZ1128.and adjusted by the National Geodetic Survey in June 1991..
 LZ1128
 LZ1128.The geoid height was determined by GEOID03.
 LZ1128
 LZ1128.The dynamic height is computed by dividing the NAVD 88
 LZ1128.geopotential number by the normal gravity value computed on the
 LZ1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1128.degrees latitude (g = 980.6199 gals.).
 LZ1128
 LZ1128.The modeled gravity was interpolated from observed gravity values.
 LZ1128
 LZ1128;                    North         East    Units  Estimated Accuracy
 LZ1128;SPC PA N     -   115,860.      641,840.      MT  (+/- 180 meters Scaled)
 LZ1128
 LZ1128                          SUPERSEDED SURVEY CONTROL
 LZ1128
 LZ1128  NGVD 29 (??/??/92)  163.940  (m)          537.86   (f) ADJ UNCH    2 0
 LZ1128
 LZ1128.Superseded values are not recommended for survey control.
 LZ1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1128.See file dsdata.txt to determine how the superseded data were derived.
 LZ1128
 LZ1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL112643(NAD 83)
 LZ1128_MARKER: DB = BENCH MARK DISK
 LZ1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1128_STAMPING: D 79 1935
 LZ1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1128+STABILITY: SURFACE MOTION
 LZ1128
 LZ1128  HISTORY     - Date     Condition        Report By
 LZ1128  HISTORY     - 1935     MONUMENTED       CGS
 LZ1128  HISTORY     - 1960     MARK NOT FOUND   NGS
 LZ1128
 LZ1128                          STATION DESCRIPTION
 LZ1128
 LZ1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LZ1128'0.4 MI NE FROM JERSEY SHORE.
 LZ1128'0.4 MILE NORTHEAST ALONG U.S. HIGHWAY 220 FROM THE JUNCTION OF
 LZ1128'STATE HIGWAY 44 AT JERSEY SHORE, LYCOMING COUNTY, ABOUT 300
 LZ1128'FEET SOUTH OF STATION 1+41, 45 FEET EAST OF POLE BP + LCO 773, 25
 LZ1128'FEET EAST OF THE CENTER LINE OF THE NEW YORK CENTRAL RAILROAD,
 LZ1128'14 FEET SOUTHEAST OF A CONCRETE LIGHT BASE, AND ABOUT ONE-HALF
 LZ1128'FOOT LOWER THAN THE ROADWAY.  A STANDARD DISK, STAMPED D 79
 LZ1128'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3
 LZ1128'INCHES ABOVE GROUND.  NOTE-- ACCORDING TO A RESIDENT IN THE
 LZ1128'VICINITY, THERE NEVER HAS BEEN A RAILROAD THERE AND THE ROAD HAS
 LZ1128'BEEN CHANGED AND WIDENED IN THE VICINITY.  IT WOULD HAVE BEEN
 LZ1128'ASSUMED THAT SEARCH WAS MADE IN THE WRONG PLACE EXCEPT THAT THE
 LZ1128'BM ON BOTH SIDES WERE RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0822 ***********************************************************************
 LZ0822  DESIGNATION -  D 80
 LZ0822  PID         -  LZ0822
 LZ0822  STATE/COUNTY-  PA/LYCOMING
 LZ0822  USGS QUAD   -  NAUVOO (1986)
 LZ0822
 LZ0822                         *CURRENT SURVEY CONTROL
 LZ0822  ___________________________________________________________________
 LZ0822* NAD 83(1986)-  41 30 38.     (N)    077 07 31.     (W)     SCALED    
 LZ0822* NAVD 88     -       409.686  (meters)    1344.11   (feet)  ADJUSTED  
 LZ0822  ___________________________________________________________________
 LZ0822  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 LZ0822  DYNAMIC HT  -         409.502 (meters)    1343.51  (feet)  COMP
 LZ0822  MODELED GRAV-     980,163.4   (mgal)                       NAVD 88
 LZ0822
 LZ0822  VERT ORDER  -  SECOND    CLASS 0
 LZ0822
 LZ0822.The horizontal coordinates were scaled from a topographic map and have
 LZ0822.an estimated accuracy of +/- 6 seconds.
 LZ0822
 LZ0822.The orthometric height was determined by differential leveling
 LZ0822.and adjusted by the National Geodetic Survey in June 1991..
 LZ0822
 LZ0822.The geoid height was determined by GEOID03.
 LZ0822
 LZ0822.The dynamic height is computed by dividing the NAVD 88
 LZ0822.geopotential number by the normal gravity value computed on the
 LZ0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0822.degrees latitude (g = 980.6199 gals.).
 LZ0822
 LZ0822.The modeled gravity was interpolated from observed gravity values.
 LZ0822
 LZ0822;                    North         East    Units  Estimated Accuracy
 LZ0822;SPC PA N     -   149,430.      652,150.      MT  (+/- 180 meters Scaled)
 LZ0822
 LZ0822                          SUPERSEDED SURVEY CONTROL
 LZ0822
 LZ0822  NGVD 29 (??/??/92)  409.87   (m)         1344.7    (f) COMPUTED    2 0
 LZ0822
 LZ0822.Superseded values are not recommended for survey control.
 LZ0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0822.See file dsdata.txt to determine how the superseded data were derived.
 LZ0822
 LZ0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL226976(NAD 83)
 LZ0822_MARKER: DB = BENCH MARK DISK
 LZ0822_SETTING: 66 = SET IN ROCK OUTCROP
 LZ0822_SP_SET: ROCK OUTCROP
 LZ0822_STAMPING: D 80 1935
 LZ0822_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ0822+STABILITY: POSITION/ELEVATION WELL
 LZ0822
 LZ0822  HISTORY     - Date     Condition        Report By
 LZ0822  HISTORY     - 1935     MONUMENTED       CGS
 LZ0822
 LZ0822                          STATION DESCRIPTION
 LZ0822
 LZ0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0822'0.9 MI N FROM BUTTONWOOD.
 LZ0822'0.9 MILE NORTH ALONG U.S. HIGHWAY 15 FROM THE SCHOOL AT
 LZ0822'BUTTONWOOD, LYCOMING COUNTY, AT STATION 6-09+00, 36 FEET EAST OF
 LZ0822'AN OLD WOODEN GATE TO A CART PATH, 25 FEET EAST OF THE CENTER
 LZ0822'LINE OF THE HIGHWAY, IN THE SOUTHWEST SIDE OF A ROCK OUTCROP,
 LZ0822'AND ABOUT 6-1/2 FEET HIGHER THAN THE ROADWAY.  A STANDARD DISK,
 LZ0822'STAMPED D 80 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0565 ***********************************************************************
 LZ0565  DESIGNATION -  D 81
 LZ0565  PID         -  LZ0565
 LZ0565  STATE/COUNTY-  PA/BRADFORD
 LZ0565  USGS QUAD   -  EAST TROY (1969)
 LZ0565
 LZ0565                         *CURRENT SURVEY CONTROL
 LZ0565  ___________________________________________________________________
 LZ0565* NAD 83(1986)-  41 46 12.     (N)    076 44 06.     (W)     SCALED    
 LZ0565* NAVD 88     -       297.925  (meters)     977.44   (feet)  ADJUSTED  
 LZ0565  ___________________________________________________________________
 LZ0565  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 LZ0565  DYNAMIC HT  -         297.805 (meters)     977.05  (feet)  COMP
 LZ0565  MODELED GRAV-     980,209.1   (mgal)                       NAVD 88
 LZ0565
 LZ0565  VERT ORDER  -  SECOND    CLASS 0
 LZ0565
 LZ0565.The horizontal coordinates were scaled from a topographic map and have
 LZ0565.an estimated accuracy of +/- 6 seconds.
 LZ0565
 LZ0565.The orthometric height was determined by differential leveling
 LZ0565.and adjusted by the National Geodetic Survey in June 1991..
 LZ0565
 LZ0565.The geoid height was determined by GEOID03.
 LZ0565
 LZ0565.The dynamic height is computed by dividing the NAVD 88
 LZ0565.geopotential number by the normal gravity value computed on the
 LZ0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0565.degrees latitude (g = 980.6199 gals.).
 LZ0565
 LZ0565.The modeled gravity was interpolated from observed gravity values.
 LZ0565
 LZ0565;                    North         East    Units  Estimated Accuracy
 LZ0565;SPC PA N     -   178,550.      684,390.      MT  (+/- 180 meters Scaled)
 LZ0565
 LZ0565                          SUPERSEDED SURVEY CONTROL
 LZ0565
 LZ0565  NGVD 29 (??/??/92)  298.086  (m)          977.97   (f) ADJ UNCH    2 0
 LZ0565
 LZ0565.Superseded values are not recommended for survey control.
 LZ0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0565.See file dsdata.txt to determine how the superseded data were derived.
 LZ0565
 LZ0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM557256(NAD 83)
 LZ0565_MARKER: DB = BENCH MARK DISK
 LZ0565_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0565_SP_SET: BRIDGE SEAT
 LZ0565_STAMPING: D 81 1935
 LZ0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0565
 LZ0565  HISTORY     - Date     Condition        Report By
 LZ0565  HISTORY     - 1935     MONUMENTED       CGS
 LZ0565
 LZ0565                          STATION DESCRIPTION
 LZ0565
 LZ0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0565'AT EAST TROY.
 LZ0565'AT EAST TROY, BRADFORD COUNTY, ON U.S. HIGHWAY 6, AT A 200-FOOT
 LZ0565'SPAN TRUSS BRIDGE OVER SUGAR CREEK, IN THE TOP OF THE SOUTHEAST
 LZ0565'MASONRY BRIDGE SEAT, 12 FEET SOUTH OF THE CENTER LINE OF THE
 LZ0565'HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE ROADWAY.  A STANDARD
 LZ0565'DISK, STAMPED D 81 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0601 ***********************************************************************
 LZ0601  DESIGNATION -  D 82
 LZ0601  PID         -  LZ0601
 LZ0601  STATE/COUNTY-  PA/BRADFORD
 LZ0601  USGS QUAD   -  LEROY (1983)
 LZ0601
 LZ0601                         *CURRENT SURVEY CONTROL
 LZ0601  ___________________________________________________________________
 LZ0601* NAD 83(1986)-  41 38 48.     (N)    076 41 56.     (W)     SCALED    
 LZ0601* NAVD 88     -       646.111  (meters)    2119.78   (feet)  ADJUSTED  
 LZ0601  ___________________________________________________________________
 LZ0601  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 LZ0601  DYNAMIC HT  -         645.835 (meters)    2118.88  (feet)  COMP
 LZ0601  MODELED GRAV-     980,174.8   (mgal)                       NAVD 88
 LZ0601
 LZ0601  VERT ORDER  -  SECOND    CLASS 0
 LZ0601
 LZ0601.The horizontal coordinates were scaled from a topographic map and have
 LZ0601.an estimated accuracy of +/- 6 seconds.
 LZ0601
 LZ0601.The orthometric height was determined by differential leveling
 LZ0601.and adjusted by the National Geodetic Survey in June 1991..
 LZ0601
 LZ0601.The geoid height was determined by GEOID03.
 LZ0601
 LZ0601.The dynamic height is computed by dividing the NAVD 88
 LZ0601.geopotential number by the normal gravity value computed on the
 LZ0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0601.degrees latitude (g = 980.6199 gals.).
 LZ0601
 LZ0601.The modeled gravity was interpolated from observed gravity values.
 LZ0601
 LZ0601;                    North         East    Units  Estimated Accuracy
 LZ0601;SPC PA N     -   164,890.      687,560.      MT  (+/- 180 meters Scaled)
 LZ0601
 LZ0601                          SUPERSEDED SURVEY CONTROL
 LZ0601
 LZ0601  NGVD 29 (??/??/92)  646.305  (m)         2120.42   (f) ADJ UNCH    2 0
 LZ0601
 LZ0601.Superseded values are not recommended for survey control.
 LZ0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0601.See file dsdata.txt to determine how the superseded data were derived.
 LZ0601
 LZ0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM585119(NAD 83)
 LZ0601_MARKER: DB = BENCH MARK DISK
 LZ0601_SETTING: 66 = SET IN ROCK OUTCROP
 LZ0601_SP_SET: ROCK LEDGE
 LZ0601_STAMPING: D 82 1935
 LZ0601_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ0601+STABILITY: POSITION/ELEVATION WELL
 LZ0601
 LZ0601  HISTORY     - Date     Condition        Report By
 LZ0601  HISTORY     - 1935     MONUMENTED       CGS
 LZ0601
 LZ0601                          STATION DESCRIPTION
 LZ0601
 LZ0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0601'4.2 MI NW FROM LAQUIN.
 LZ0601'4.2 MILES NORTHWEST ALONG TRUCK TRAIL 1 FROM THE SUSQUEHANNA
 LZ0601'AND NEW YORK RAILROAD STATION AT LAQUIN, BRADFORD COUNTY, ABOUT
 LZ0601'140 FEET NORTH OF THE NORTHEAST CORNER OF THE GAME REFUGE KEEPER
 LZ0601'HOUSE AT SUNFISH POND, ABOUT 60 FEET SOUTH OF THE CENTER LINE
 LZ0601'OF TRUCK TRAIL 2, IN THE TOP OF A SANDSTONE LEDGE, 11 FEET
 LZ0601'WEST OF THE SOUTHEAST CORNER, 1 FOOT NORTH OF THE EDGE, AND ABOUT
 LZ0601'5 FEET LOWER THAN THE ROADWAY OF TRUCK TRAIL 2.  A STANDARD DISK,
 LZ0601'STAMPED D 82 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0332 ***********************************************************************
 MB0332  DESIGNATION -  D 85
 MB0332  PID         -  MB0332
 MB0332  STATE/COUNTY-  PA/MERCER
 MB0332  USGS QUAD   -  NEW LEBANON (1987)
 MB0332
 MB0332                         *CURRENT SURVEY CONTROL
 MB0332  ___________________________________________________________________
 MB0332* NAD 83(1986)-  41 28 35.     (N)    080 01 19.     (W)     SCALED    
 MB0332* NAVD 88     -       318.067  (meters)    1043.52   (feet)  ADJUSTED  
 MB0332  ___________________________________________________________________
 MB0332  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 MB0332  DYNAMIC HT  -         317.932 (meters)    1043.08  (feet)  COMP
 MB0332  MODELED GRAV-     980,187.5   (mgal)                       NAVD 88
 MB0332
 MB0332  VERT ORDER  -  SECOND    CLASS 0
 MB0332
 MB0332.The horizontal coordinates were scaled from a topographic map and have
 MB0332.an estimated accuracy of +/- 6 seconds.
 MB0332
 MB0332.The orthometric height was determined by differential leveling
 MB0332.and adjusted by the National Geodetic Survey in June 1991..
 MB0332
 MB0332.The geoid height was determined by GEOID03.
 MB0332
 MB0332.The dynamic height is computed by dividing the NAVD 88
 MB0332.geopotential number by the normal gravity value computed on the
 MB0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0332.degrees latitude (g = 980.6199 gals.).
 MB0332
 MB0332.The modeled gravity was interpolated from observed gravity values.
 MB0332
 MB0332;                    North         East    Units  Estimated Accuracy
 MB0332;SPC PA N     -   147,940.      410,260.      MT  (+/- 180 meters Scaled)
 MB0332
 MB0332                          SUPERSEDED SURVEY CONTROL
 MB0332
 MB0332  NGVD 29 (??/??/92)  318.246  (m)         1044.11   (f) ADJ UNCH    2 0
 MB0332
 MB0332.Superseded values are not recommended for survey control.
 MB0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0332.See file dsdata.txt to determine how the superseded data were derived.
 MB0332
 MB0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF816921(NAD 83)
 MB0332_MARKER: DB = BENCH MARK DISK
 MB0332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0332_SP_SET: BRIDGE
 MB0332_STAMPING: D 85 1935
 MB0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0332
 MB0332  HISTORY     - Date     Condition        Report By
 MB0332  HISTORY     - 1935     MONUMENTED       CGS
 MB0332  HISTORY     - 1967     GOOD             NGS
 MB0332
 MB0332                          STATION DESCRIPTION
 MB0332
 MB0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MB0332'0.4 MI N FROM CARLTON.
 MB0332'0.4 MILE NORTH ALONG THE ERIE RAILROAD FROM THE STATION AT
 MB0332'CARLTON, AT A 24-FOOT PLATE GIRDER BRIDGE NO. 11.31 OVER A SMALL
 MB0332'CREEK, IN THE EAST SIDE OF THE NORTH BRIDGE SEAT, 6 FEET EAST OF
 MB0332'THE EAST RAIL, AND 3.5 FEET BELOW THE TOP OF THE RAIL.  A
 MB0332'STANDARD DISK, STAMPED D 85 1935.
 MB0332
 MB0332                          STATION RECOVERY (1967)
 MB0332
 MB0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MB0332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1553 ***********************************************************************
 MA1553  DESIGNATION -  D 86
 MA1553  PID         -  MA1553
 MA1553  STATE/COUNTY-  PA/CRAWFORD
 MA1553  USGS QUAD   -  TITUSVILLE NORTH (1973)
 MA1553
 MA1553                         *CURRENT SURVEY CONTROL
 MA1553  ___________________________________________________________________
 MA1553* NAD 83(1986)-  41 38 40.     (N)    079 43 14.     (W)     SCALED    
 MA1553* NAVD 88     -       375.729  (meters)    1232.70   (feet)  ADJUSTED  
 MA1553  ___________________________________________________________________
 MA1553  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 MA1553  DYNAMIC HT  -         375.568 (meters)    1232.18  (feet)  COMP
 MA1553  MODELED GRAV-     980,183.7   (mgal)                       NAVD 88
 MA1553
 MA1553  VERT ORDER  -  SECOND    CLASS 0
 MA1553
 MA1553.The horizontal coordinates were scaled from a topographic map and have
 MA1553.an estimated accuracy of +/- 6 seconds.
 MA1553
 MA1553.The orthometric height was determined by differential leveling
 MA1553.and adjusted by the National Geodetic Survey in June 1991..
 MA1553
 MA1553.The geoid height was determined by GEOID03.
 MA1553
 MA1553.The dynamic height is computed by dividing the NAVD 88
 MA1553.geopotential number by the normal gravity value computed on the
 MA1553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1553.degrees latitude (g = 980.6199 gals.).
 MA1553
 MA1553.The modeled gravity was interpolated from observed gravity values.
 MA1553
 MA1553;                    North         East    Units  Estimated Accuracy
 MA1553;SPC PA N     -   165,980.      435,850.      MT  (+/- 180 meters Scaled)
 MA1553
 MA1553                          SUPERSEDED SURVEY CONTROL
 MA1553
 MA1553  NGVD 29 (??/??/92)  375.890  (m)         1233.23   (f) ADJ UNCH    2 0
 MA1553
 MA1553.Superseded values are not recommended for survey control.
 MA1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1553.See file dsdata.txt to determine how the superseded data were derived.
 MA1553
 MA1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG065110(NAD 83)
 MA1553_MARKER: DB = BENCH MARK DISK
 MA1553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1553_STAMPING: D 86 1935
 MA1553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1553+STABILITY: SURFACE MOTION
 MA1553
 MA1553  HISTORY     - Date     Condition        Report By
 MA1553  HISTORY     - 1935     MONUMENTED       CGS
 MA1553
 MA1553                          STATION DESCRIPTION
 MA1553
 MA1553'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA1553'0.6 MI S FROM HYDETOWN.
 MA1553'0.6 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA1553'AT HYDETOWN, CRAWFORD COUNTY, ABOUT 0.5 MILE NORTH OF MILEPOST
 MA1553'118.  ABOUT 80 FEET WEST OF THE CENTER OF A DIRT-ROAD CROSSING,
 MA1553'ABOUT 78 FEET WEST OF THE WEST RAIL, 19 FEET NORTH OF THE CENTER
 MA1553'LINE OF THE ROAD, 7 FEET EAST OF AN 8-INCH CHERRY TREE, ABOUT
 MA1553'6 FEET LOWER THAN THE TRACK, AND ABOUT LEVEL WITH THE ROADWAY.  A
 MA1553'STANDARD DISK, STAMPED D 86 1935 AND SET IN THE TOP OF A
 MA1553'CONCRETE POST PROJECTING ABOUT 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1376 ***********************************************************************
 MA1376  DESIGNATION -  D 87
 MA1376  PID         -  MA1376
 MA1376  STATE/COUNTY-  PA/VENANGO
 MA1376  USGS QUAD   -  UTICA (1977)
 MA1376
 MA1376                         *CURRENT SURVEY CONTROL
 MA1376  ___________________________________________________________________
 MA1376* NAD 83(1986)-  41 25 02.     (N)    079 52 56.     (W)     SCALED    
 MA1376* NAVD 88     -       323.166  (meters)    1060.25   (feet)  ADJUSTED  
 MA1376  ___________________________________________________________________
 MA1376  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 MA1376  DYNAMIC HT  -         323.026 (meters)    1059.79  (feet)  COMP
 MA1376  MODELED GRAV-     980,178.7   (mgal)                       NAVD 88
 MA1376
 MA1376  VERT ORDER  -  SECOND    CLASS 0
 MA1376
 MA1376.The horizontal coordinates were scaled from a topographic map and have
 MA1376.an estimated accuracy of +/- 6 seconds.
 MA1376
 MA1376.The orthometric height was determined by differential leveling
 MA1376.and adjusted by the National Geodetic Survey in June 1991..
 MA1376
 MA1376.The geoid height was determined by GEOID03.
 MA1376
 MA1376.The dynamic height is computed by dividing the NAVD 88
 MA1376.geopotential number by the normal gravity value computed on the
 MA1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1376.degrees latitude (g = 980.6199 gals.).
 MA1376
 MA1376.The modeled gravity was interpolated from observed gravity values.
 MA1376
 MA1376;                    North         East    Units  Estimated Accuracy
 MA1376;SPC PA N     -   141,070.      421,770.      MT  (+/- 180 meters Scaled)
 MA1376
 MA1376                          SUPERSEDED SURVEY CONTROL
 MA1376
 MA1376  NGVD 29 (??/??/92)  323.344  (m)         1060.84   (f) ADJ UNCH    2 0
 MA1376
 MA1376.Superseded values are not recommended for survey control.
 MA1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1376.See file dsdata.txt to determine how the superseded data were derived.
 MA1376
 MA1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF934856(NAD 83)
 MA1376_MARKER: DB = BENCH MARK DISK
 MA1376_SETTING: 80 = SET IN A BOULDER
 MA1376_SP_SET: BOULDER
 MA1376_STAMPING: D 87 1935
 MA1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1376+STABILITY: SURFACE MOTION
 MA1376
 MA1376  HISTORY     - Date     Condition        Report By
 MA1376  HISTORY     - 1935     MONUMENTED       CGS
 MA1376
 MA1376                          STATION DESCRIPTION
 MA1376
 MA1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA1376'3.8 MI W FROM FRANKLIN.
 MA1376'ABOUT 3.8 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MA1376'THE STATION AT FRANKLIN, VENANGO COUNTY, ABOUT 90 FEET SOUTHEAST
 MA1376'OF STATION 3915, ABOUT 80 FEET SOUTHWEST OF A POLE, 45 FEET SOUTH
 MA1376'OF THE SOUTH RAIL, 19 FEET WEST OF AN ASH TREE WITH 10-INCH AND
 MA1376'24-INCH TRUNKS, 16 FEET NORTH OF A FENCE, IN THE TOP OF THE
 MA1376'CENTER OF A 3- BY 5-FOOT FLAT-TOPPED BOULDER, AND ABOUT 6 INCHES
 MA1376'ABOVE GROUND.  A STANDARD DISK, STAMPED D 87 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0823 ***********************************************************************
 MA0823  DESIGNATION -  D 88
 MA0823  PID         -  MA0823
 MA0823  STATE/COUNTY-  PA/FOREST
 MA0823  USGS QUAD   -  WEST HICKORY (1981)
 MA0823
 MA0823                         *CURRENT SURVEY CONTROL
 MA0823  ___________________________________________________________________
 MA0823* NAD 83(1986)-  41 30 20.     (N)    079 27 30.     (W)     SCALED    
 MA0823* NAVD 88     -       318.509  (meters)    1044.97   (feet)  ADJUSTED  
 MA0823  ___________________________________________________________________
 MA0823  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MA0823  DYNAMIC HT  -         318.372 (meters)    1044.53  (feet)  COMP
 MA0823  MODELED GRAV-     980,182.6   (mgal)                       NAVD 88
 MA0823
 MA0823  VERT ORDER  -  SECOND    CLASS 0
 MA0823
 MA0823.The horizontal coordinates were scaled from a topographic map and have
 MA0823.an estimated accuracy of +/- 6 seconds.
 MA0823
 MA0823.The orthometric height was determined by differential leveling
 MA0823.and adjusted by the National Geodetic Survey in June 1991..
 MA0823
 MA0823.The geoid height was determined by GEOID03.
 MA0823
 MA0823.The dynamic height is computed by dividing the NAVD 88
 MA0823.geopotential number by the normal gravity value computed on the
 MA0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0823.degrees latitude (g = 980.6199 gals.).
 MA0823
 MA0823.The modeled gravity was interpolated from observed gravity values.
 MA0823
 MA0823;                    North         East    Units  Estimated Accuracy
 MA0823;SPC PA N     -   150,100.      457,390.      MT  (+/- 180 meters Scaled)
 MA0823
 MA0823                          SUPERSEDED SURVEY CONTROL
 MA0823
 MA0823  NGVD 29 (??/??/92)  318.682  (m)         1045.54   (f) ADJ UNCH    2 0
 MA0823
 MA0823.Superseded values are not recommended for survey control.
 MA0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0823.See file dsdata.txt to determine how the superseded data were derived.
 MA0823
 MA0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF286960(NAD 83)
 MA0823_MARKER: DB = BENCH MARK DISK
 MA0823_SETTING: 80 = SET IN A BOULDER
 MA0823_SP_SET: BOULDER
 MA0823_STAMPING: D 88 1935
 MA0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0823+STABILITY: SURFACE MOTION
 MA0823
 MA0823  HISTORY     - Date     Condition        Report By
 MA0823  HISTORY     - 1935     MONUMENTED       CGS
 MA0823
 MA0823                          STATION DESCRIPTION
 MA0823
 MA0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0823'1.1 MI N FROM TIONESTA.
 MA0823'ABOUT 1.1 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0823'TIONESTA, FOREST COUNTY, ABOUT 0.4 MILE NORTH OF MILEPOST 21-95,
 MA0823'OPPOSITE AN 800-FOOT ISLAND IN THE ALLEGHENY RIVER, 40 FEET EAST
 MA0823'OF THE EAST RAIL, ABOUT 18 FEET LOWER THAN THE RAIL, 10 FEET
 MA0823'NORTH OF A POLE, IN THE TOP OF THE NORTHEAST CORNER OF A 12- BY
 MA0823'12-FOOT SANDSTONE BOULDER, AND ABOUT 3 FEET ABOVE THE MARSHY
 MA0823'GROUND.  A STANDARD DISK, STAMPED D 88 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1098 ***********************************************************************
 LZ1098  DESIGNATION -  D 90
 LZ1098  PID         -  LZ1098
 LZ1098  STATE/COUNTY-  PA/CLINTON
 LZ1098  USGS QUAD   -  LOCK HAVEN (1986)
 LZ1098
 LZ1098                         *CURRENT SURVEY CONTROL
 LZ1098  ___________________________________________________________________
 LZ1098* NAD 83(1986)-  41 12 38.     (N)    077 24 54.     (W)     SCALED    
 LZ1098* NAVD 88     -       454.546  (meters)    1491.29   (feet)  ADJUSTED  
 LZ1098  ___________________________________________________________________
 LZ1098  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 LZ1098  DYNAMIC HT  -         454.323 (meters)    1490.56  (feet)  COMP
 LZ1098  MODELED GRAV-     980,119.2   (mgal)                       NAVD 88
 LZ1098
 LZ1098  VERT ORDER  -  SECOND    CLASS 0
 LZ1098
 LZ1098.The horizontal coordinates were scaled from a topographic map and have
 LZ1098.an estimated accuracy of +/- 6 seconds.
 LZ1098
 LZ1098.The orthometric height was determined by differential leveling
 LZ1098.and adjusted by the National Geodetic Survey in June 1991..
 LZ1098
 LZ1098.The geoid height was determined by GEOID03.
 LZ1098
 LZ1098.The dynamic height is computed by dividing the NAVD 88
 LZ1098.geopotential number by the normal gravity value computed on the
 LZ1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1098.degrees latitude (g = 980.6199 gals.).
 LZ1098
 LZ1098.The modeled gravity was interpolated from observed gravity values.
 LZ1098
 LZ1098;                    North         East    Units  Estimated Accuracy
 LZ1098;SPC PA N     -   115,980.      628,090.      MT  (+/- 180 meters Scaled)
 LZ1098
 LZ1098                          SUPERSEDED SURVEY CONTROL
 LZ1098
 LZ1098  NGVD 29 (??/??/92)  454.733  (m)         1491.90   (f) ADJ UNCH    2 0
 LZ1098
 LZ1098.Superseded values are not recommended for survey control.
 LZ1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1098.See file dsdata.txt to determine how the superseded data were derived.
 LZ1098
 LZ1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL975649(NAD 83)
 LZ1098_MARKER: DB = BENCH MARK DISK
 LZ1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1098_STAMPING: D 90 1935
 LZ1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1098+STABILITY: SURFACE MOTION
 LZ1098
 LZ1098  HISTORY     - Date     Condition        Report By
 LZ1098  HISTORY     - 1935     MONUMENTED       CGS
 LZ1098  HISTORY     - 1937     GOOD             NGS
 LZ1098
 LZ1098                          STATION DESCRIPTION
 LZ1098
 LZ1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ1098'4.8 MI N FROM MC ELHATTAN.
 LZ1098'4.8 MILES NORTH ALONG TOWNSHIP ROADS 18014 AND 18021 FROM
 LZ1098'MC ELHATTAN, AT HIGHWAY STATION 2/07+90, 250 FEET NORTH OF A
 LZ1098'SMALL 2-STORY WOOD DWELLING WITH A RED ROOF, 36 FEET WEST OF THE
 LZ1098'CENTER LINE OF THE ROAD, 33 FEET SOUTHWEST OF A ROW OF POLES, 16
 LZ1098'FEET NORTHEAST OF A LOCUST TREE, 6 FEET SOUTH OF A 2-INCH PINE
 LZ1098'TREE, AND 1 FOOT LOWER THAN THE ROADWAY.  SET IN THE TOP OF A
 LZ1098'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LZ1098
 LZ1098                          STATION RECOVERY (1937)
 LZ1098
 LZ1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 LZ1098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0828 ***********************************************************************
 LZ0828  DESIGNATION -  D 91
 LZ0828  PID         -  LZ0828
 LZ0828  STATE/COUNTY-  PA/TIOGA
 LZ0828  USGS QUAD   -  LIBERTY (1986)
 LZ0828
 LZ0828                         *CURRENT SURVEY CONTROL
 LZ0828  ___________________________________________________________________
 LZ0828* NAD 83(1986)-  41 34 28.     (N)    077 04 23.     (W)     SCALED    
 LZ0828* NAVD 88     -       560.099  (meters)    1837.59   (feet)  ADJUSTED  
 LZ0828  ___________________________________________________________________
 LZ0828  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 LZ0828  DYNAMIC HT  -         559.842 (meters)    1836.75  (feet)  COMP
 LZ0828  MODELED GRAV-     980,145.3   (mgal)                       NAVD 88
 LZ0828
 LZ0828  VERT ORDER  -  SECOND    CLASS 0
 LZ0828
 LZ0828.The horizontal coordinates were scaled from a topographic map and have
 LZ0828.an estimated accuracy of +/- 6 seconds.
 LZ0828
 LZ0828.The orthometric height was determined by differential leveling
 LZ0828.and adjusted by the National Geodetic Survey in June 1991..
 LZ0828
 LZ0828.The geoid height was determined by GEOID03.
 LZ0828
 LZ0828.The dynamic height is computed by dividing the NAVD 88
 LZ0828.geopotential number by the normal gravity value computed on the
 LZ0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0828.degrees latitude (g = 980.6199 gals.).
 LZ0828
 LZ0828.The modeled gravity was interpolated from observed gravity values.
 LZ0828
 LZ0828;                    North         East    Units  Estimated Accuracy
 LZ0828;SPC PA N     -   156,560.      656,460.      MT  (+/- 180 meters Scaled)
 LZ0828
 LZ0828                          SUPERSEDED SURVEY CONTROL
 LZ0828
 LZ0828  NGVD 29 (??/??/92)  560.246  (m)         1838.07   (f) ADJ UNCH    2 0
 LZ0828
 LZ0828.Superseded values are not recommended for survey control.
 LZ0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0828.See file dsdata.txt to determine how the superseded data were derived.
 LZ0828
 LZ0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM271046(NAD 83)
 LZ0828_MARKER: DB = BENCH MARK DISK
 LZ0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0828_STAMPING: D 91 1935
 LZ0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0828+STABILITY: SURFACE MOTION
 LZ0828
 LZ0828  HISTORY     - Date     Condition        Report By
 LZ0828  HISTORY     - 1935     MONUMENTED       CGS
 LZ0828
 LZ0828                          STATION DESCRIPTION
 LZ0828
 LZ0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0828'1.9 MI E FROM LIBERTY.
 LZ0828'1.9 MILES EAST ALONG TOWNSHIP ROAD 58053 FROM LIBERTY, TIOGA
 LZ0828'COUNTY, AT A PASTURE, NORTH OF A GROUP OF HEMLOCK TREES, ABOUT
 LZ0828'300 FEET WEST OF THE CENTER OF THE JUNCTION OF A DIRT ROAD
 LZ0828'LEADING SOUTH, 32 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 24
 LZ0828'FEET WEST OF A 16-INCH APPLE TREE, 10 FEET SOUTH OF A BARBED-WIRE
 LZ0828'FENCE, AND ABOUT ONE-HALF FOOT LOWER THAN THE ROADWAY.  A
 LZ0828'STANDARD DISK, STAMPED D 91 1935 AND SET IN THE TOP OF A CONCRETE
 LZ0828'POST PROJECTING ABOUT 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0453 ***********************************************************************
 MA0453  DESIGNATION -  D 92
 MA0453  PID         -  MA0453
 MA0453  STATE/COUNTY-  PA/JEFFERSON
 MA0453  USGS QUAD   -  FALLS CREEK (1994)
 MA0453
 MA0453                         *CURRENT SURVEY CONTROL
 MA0453  ___________________________________________________________________
 MA0453* NAD 83(1986)-  41 14 56.     (N)    078 47 41.     (W)     SCALED    
 MA0453* NAVD 88     -       438.936  (meters)    1440.08   (feet)  ADJUSTED  
 MA0453  ___________________________________________________________________
 MA0453  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 MA0453  DYNAMIC HT  -         438.736 (meters)    1439.42  (feet)  COMP
 MA0453  MODELED GRAV-     980,154.0   (mgal)                       NAVD 88
 MA0453
 MA0453  VERT ORDER  -  FIRST     CLASS I
 MA0453
 MA0453.The horizontal coordinates were scaled from a topographic map and have
 MA0453.an estimated accuracy of +/- 6 seconds.
 MA0453
 MA0453.The orthometric height was determined by differential leveling
 MA0453.and adjusted by the National Geodetic Survey in June 1991..
 MA0453
 MA0453.The geoid height was determined by GEOID03.
 MA0453
 MA0453.The dynamic height is computed by dividing the NAVD 88
 MA0453.geopotential number by the normal gravity value computed on the
 MA0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0453.degrees latitude (g = 980.6199 gals.).
 MA0453
 MA0453.The modeled gravity was interpolated from observed gravity values.
 MA0453
 MA0453;                    North         East    Units  Estimated Accuracy
 MA0453;SPC PA N     -   120,710.      512,440.      MT  (+/- 180 meters Scaled)
 MA0453
 MA0453                          SUPERSEDED SURVEY CONTROL
 MA0453
 MA0453  NGVD 29 (??/??/92)  439.087  (m)         1440.57   (f) ADJ UNCH    1 1
 MA0453
 MA0453.Superseded values are not recommended for survey control.
 MA0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0453.See file dsdata.txt to determine how the superseded data were derived.
 MA0453
 MA0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF847687(NAD 83)
 MA0453_MARKER: DB = BENCH MARK DISK
 MA0453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0453_SP_SET: STEP
 MA0453_STAMPING: D 92 1935
 MA0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0453
 MA0453  HISTORY     - Date     Condition        Report By
 MA0453  HISTORY     - 1935     MONUMENTED       CGS
 MA0453  HISTORY     - 1967     GOOD             NGS
 MA0453
 MA0453                          STATION DESCRIPTION
 MA0453
 MA0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0453'0.3 MI SE FROM BROCKWAY.
 MA0453'ABOUT 0.15 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0453'FROM THE STATION AT BROCKWAY, THENCE 0.15 MILE EAST ALONG STATE
 MA0453'HIGHWAY 28 WHICH IS EAST MAIN STREET, AT THE BROCKWAY ELEMENTARY
 MA0453'SCHOOL, 220 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET
 MA0453'IN THE TOP OF THE NORTHEAST CORNER OF THE BOTTOM STEP OF A
 MA0453'FLIGHT OF STEPS LEADING TO THE MOST WESTERLY ENTRANCE ON THE
 MA0453'SOUTH SIDE OF THE SCHOOL, 94 FEET EAST OF THE CENTER LINE OF
 MA0453'7TH AVENUE, 36 1/2 FEET EAST OF THE SOUTHWEST CORNER OF THE
 MA0453'BUILDING, 6 FEET EAST OF THE CENTER OF THE ENTRANCE TO THE
 MA0453'BUILDING, AND ABOUT 8 INCHES ABOVE THE LEVEL OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0999 ***********************************************************************
 MA0999  DESIGNATION -  D 93
 MA0999  PID         -  MA0999
 MA0999  STATE/COUNTY-  PA/CLARION
 MA0999  USGS QUAD   -  SLIGO (1981)
 MA0999
 MA0999                         *CURRENT SURVEY CONTROL
 MA0999  ___________________________________________________________________
 MA0999* NAD 83(1986)-  41 00 10.     (N)    079 24 39.     (W)     SCALED    
 MA0999* NAVD 88     -       304.205  (meters)     998.05   (feet)  ADJUSTED  
 MA0999  ___________________________________________________________________
 MA0999  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 MA0999  DYNAMIC HT  -         304.058 (meters)     997.56  (feet)  COMP
 MA0999  MODELED GRAV-     980,131.6   (mgal)                       NAVD 88
 MA0999
 MA0999  VERT ORDER  -  SECOND    CLASS 0
 MA0999
 MA0999.The horizontal coordinates were scaled from a topographic map and have
 MA0999.an estimated accuracy of +/- 6 seconds.
 MA0999
 MA0999.The orthometric height was determined by differential leveling
 MA0999.and adjusted by the National Geodetic Survey in June 1991..
 MA0999
 MA0999.The geoid height was determined by GEOID03.
 MA0999
 MA0999.The dynamic height is computed by dividing the NAVD 88
 MA0999.geopotential number by the normal gravity value computed on the
 MA0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0999.degrees latitude (g = 980.6199 gals.).
 MA0999
 MA0999.The modeled gravity was interpolated from observed gravity values.
 MA0999
 MA0999;                    North         East    Units  Estimated Accuracy
 MA0999;SPC PA N     -    94,190.      460,280.      MT  (+/- 180 meters Scaled)
 MA0999
 MA0999                          SUPERSEDED SURVEY CONTROL
 MA0999
 MA0999  NGVD 29 (??/??/92)  304.373  (m)          998.60   (f) ADJ UNCH    2 0
 MA0999
 MA0999.Superseded values are not recommended for survey control.
 MA0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0999.See file dsdata.txt to determine how the superseded data were derived.
 MA0999
 MA0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF336402(NAD 83)
 MA0999_MARKER: DB = BENCH MARK DISK
 MA0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0999_STAMPING: D 93 1935
 MA0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0999+STABILITY: SURFACE MOTION
 MA0999
 MA0999  HISTORY     - Date     Condition        Report By
 MA0999  HISTORY     - 1935     MONUMENTED       CGS
 MA0999
 MA0999                          STATION DESCRIPTION
 MA0999
 MA0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0999'AT LEATHERWOOD.
 MA0999'AT LEATHERWOOD, CLARION COUNTY, 15 FEET SOUTH OF THE PENNSYLVANIA
 MA0999'RAILROAD STATION, ABOUT 60 FEET SOUTHWEST OF THE CENTER OF A
 MA0999'DIRT-ROAD CROSSING, ABOUT 60 FEET SOUTHEAST OF THE CENTER LINE
 MA0999'OF THE TRACK, AND ABOUT LEVEL WITH THE TOP OF THE RAIL.  A
 MA0999'STANDARD DISK, STAMPED D 93 1935 AND SET IN THE TOP OF A CONCRETE
 MA0999'POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1100 ***********************************************************************
 MA1100  DESIGNATION -  D 94
 MA1100  PID         -  MA1100
 MA1100  STATE/COUNTY-  PA/CLARION
 MA1100  USGS QUAD   -  CLARION (1981)
 MA1100
 MA1100                         *CURRENT SURVEY CONTROL
 MA1100  ___________________________________________________________________
 MA1100* NAD 83(1986)-  41 14 19.     (N)    079 25 12.     (W)     SCALED    
 MA1100* NAVD 88     -       456.714  (meters)    1498.40   (feet)  ADJUSTED  
 MA1100  ___________________________________________________________________
 MA1100  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MA1100  DYNAMIC HT  -         456.500 (meters)    1497.70  (feet)  COMP
 MA1100  MODELED GRAV-     980,141.2   (mgal)                       NAVD 88
 MA1100
 MA1100  VERT ORDER  -  SECOND    CLASS 0
 MA1100
 MA1100.The horizontal coordinates were scaled from a topographic map and have
 MA1100.an estimated accuracy of +/- 6 seconds.
 MA1100
 MA1100.The orthometric height was determined by differential leveling
 MA1100.and adjusted by the National Geodetic Survey in June 1991..
 MA1100
 MA1100.The geoid height was determined by GEOID03.
 MA1100
 MA1100.The dynamic height is computed by dividing the NAVD 88
 MA1100.geopotential number by the normal gravity value computed on the
 MA1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1100.degrees latitude (g = 980.6199 gals.).
 MA1100
 MA1100.The modeled gravity was interpolated from observed gravity values.
 MA1100
 MA1100;                    North         East    Units  Estimated Accuracy
 MA1100;SPC PA N     -   120,390.      460,020.      MT  (+/- 180 meters Scaled)
 MA1100
 MA1100                          SUPERSEDED SURVEY CONTROL
 MA1100
 MA1100  NGVD 29 (??/??/92)  456.869  (m)         1498.91   (f) ADJ UNCH    2 0
 MA1100
 MA1100.Superseded values are not recommended for survey control.
 MA1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1100.See file dsdata.txt to determine how the superseded data were derived.
 MA1100
 MA1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF324664(NAD 83)
 MA1100_MARKER: DB = BENCH MARK DISK
 MA1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1100_STAMPING: D 94 1935
 MA1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1100+STABILITY: SURFACE MOTION
 MA1100
 MA1100  HISTORY     - Date     Condition        Report By
 MA1100  HISTORY     - 1935     MONUMENTED       CGS
 MA1100  HISTORY     - 1958     MARK NOT FOUND   NGS
 MA1100
 MA1100                          STATION DESCRIPTION
 MA1100
 MA1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MA1100'AT CLARION JUNCTION.
 MA1100'AT CLARION JUNCTION, CLARION COUNTY, ON U.S. HIGHWAY 322, AT THE
 MA1100'TOP OF PATRICK HILL, 42 FEET SOUTHEAST OF AN ELEV. 1498 FEET
 MA1100'SIGNBOARD, 22 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 MA1100'AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED D 94
 MA1100'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3
 MA1100'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0338 ***********************************************************************
 KX0338  DESIGNATION -  D 95
 KX0338  PID         -  KX0338
 KX0338  STATE/COUNTY-  PA/BEDFORD
 KX0338  USGS QUAD   -  EVERETT WEST (1987)
 KX0338
 KX0338                         *CURRENT SURVEY CONTROL
 KX0338  ___________________________________________________________________
 KX0338* NAD 83(1986)-  40 01 27.     (N)    078 25 46.     (W)     SCALED    
 KX0338* NAVD 88     -       383.087  (meters)    1256.84   (feet)  ADJUSTED  
 KX0338  ___________________________________________________________________
 KX0338  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KX0338  DYNAMIC HT  -         382.873 (meters)    1256.14  (feet)  COMP
 KX0338  MODELED GRAV-     980,055.6   (mgal)                       NAVD 88
 KX0338
 KX0338  VERT ORDER  -  SECOND    CLASS 0
 KX0338
 KX0338.The horizontal coordinates were scaled from a topographic map and have
 KX0338.an estimated accuracy of +/- 6 seconds.
 KX0338
 KX0338.The orthometric height was determined by differential leveling
 KX0338.and adjusted by the National Geodetic Survey in June 1991..
 KX0338
 KX0338.The geoid height was determined by GEOID03.
 KX0338
 KX0338.The dynamic height is computed by dividing the NAVD 88
 KX0338.geopotential number by the normal gravity value computed on the
 KX0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0338.degrees latitude (g = 980.6199 gals.).
 KX0338
 KX0338.The modeled gravity was interpolated from observed gravity values.
 KX0338
 KX0338;                    North         East    Units  Estimated Accuracy
 KX0338;SPC PA S     -    76,930.      542,000.      MT  (+/- 180 meters Scaled)
 KX0338
 KX0338                          SUPERSEDED SURVEY CONTROL
 KX0338
 KX0338  NGVD 29 (??/??/92)  383.254  (m)         1257.39   (f) ADJ UNCH    2 0
 KX0338
 KX0338.Superseded values are not recommended for survey control.
 KX0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0338.See file dsdata.txt to determine how the superseded data were derived.
 KX0338
 KX0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE193336(NAD 83)
 KX0338_MARKER: DB = BENCH MARK DISK
 KX0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0338_STAMPING: D 95 1935
 KX0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0338+STABILITY: SURFACE MOTION
 KX0338
 KX0338  HISTORY     - Date     Condition        Report By
 KX0338  HISTORY     - 1935     MONUMENTED       CGS
 KX0338  HISTORY     - 1966     MARK NOT FOUND   NGS
 KX0338
 KX0338                          STATION DESCRIPTION
 KX0338
 KX0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0338'3.5 MI W FROM EVERETT.
 KX0338'3.5 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE UNION HOTEL AT
 KX0338'EVERETT, BEDFORD COUNTY, 2 POLES WEST OF POLE 2+36, AND 27 FEET
 KX0338'SOUTH OF THE CENTER INE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 KX0338'D 95 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3455 ***********************************************************************
 JV3455  DESIGNATION -  D 96
 JV3455  PID         -  JV3455
 JV3455  STATE/COUNTY-  PA/FRANKLIN
 JV3455  USGS QUAD   -  ST THOMAS (1990)
 JV3455
 JV3455                         *CURRENT SURVEY CONTROL
 JV3455  ___________________________________________________________________
 JV3455* NAD 83(1986)-  39 54 10.     (N)    077 51 42.     (W)     SCALED    
 JV3455* NAVD 88     -       228.425  (meters)     749.42   (feet)  ADJUSTED  
 JV3455  ___________________________________________________________________
 JV3455  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 JV3455  DYNAMIC HT  -         228.296 (meters)     749.00  (feet)  COMP
 JV3455  MODELED GRAV-     980,058.1   (mgal)                       NAVD 88
 JV3455
 JV3455  VERT ORDER  -  SECOND    CLASS 0
 JV3455
 JV3455.The horizontal coordinates were scaled from a topographic map and have
 JV3455.an estimated accuracy of +/- 6 seconds.
 JV3455
 JV3455.The orthometric height was determined by differential leveling
 JV3455.and adjusted by the National Geodetic Survey in June 1991..
 JV3455
 JV3455.The geoid height was determined by GEOID03.
 JV3455
 JV3455.The dynamic height is computed by dividing the NAVD 88
 JV3455.geopotential number by the normal gravity value computed on the
 JV3455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3455.degrees latitude (g = 980.6199 gals.).
 JV3455
 JV3455.The modeled gravity was interpolated from observed gravity values.
 JV3455
 JV3455;                    North         East    Units  Estimated Accuracy
 JV3455;SPC PA S     -    63,230.      590,450.      MT  (+/- 180 meters Scaled)
 JV3455
 JV3455                          SUPERSEDED SURVEY CONTROL
 JV3455
 JV3455  NGVD 29 (??/??/??)  228.616  (m)          750.05   (f) ADJUSTED    2 0
 JV3455
 JV3455.Superseded values are not recommended for survey control.
 JV3455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3455.See file dsdata.txt to determine how the superseded data were derived.
 JV3455
 JV3455_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK553208(NAD 83)
 JV3455_MARKER: DB = BENCH MARK DISK
 JV3455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3455_STAMPING: D 96 1935
 JV3455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3455+STABILITY: SURFACE MOTION
 JV3455
 JV3455  HISTORY     - Date     Condition        Report By
 JV3455  HISTORY     - 1935     MONUMENTED       CGS
 JV3455  HISTORY     - 1966     MARK NOT FOUND   CGS
 JV3455
 JV3455                          STATION DESCRIPTION
 JV3455
 JV3455'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JV3455'3.5 MI W FROM SAINT THOMAS.
 JV3455'3.5 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 JV3455'SAINT THOMAS, FRANKLIN COUNTY, ABOUT 66 FEET SOUTHWEST OF POLE
 JV3455'11+1, AND 21 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.
 JV3455'A STANDARD DISK, STAMPED D 96 1935 AND SET IN THE TOP OF A
 JV3455'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3456 ***********************************************************************
 JV3456  DESIGNATION -  D 96 RESET 1959 PADH
 JV3456  PID         -  JV3456
 JV3456  STATE/COUNTY-  PA/FRANKLIN
 JV3456  USGS QUAD   -  ST THOMAS (1990)
 JV3456
 JV3456                         *CURRENT SURVEY CONTROL
 JV3456  ___________________________________________________________________
 JV3456* NAD 83(1986)-  39 54 10.     (N)    077 51 42.     (W)     SCALED    
 JV3456* NAVD 88     -       226.23   (+/-2cm)     742.2    (feet)  VERTCON   
 JV3456  ___________________________________________________________________
 JV3456  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 JV3456
 JV3456  VERT ORDER  -  THIRD (See Below)
 JV3456
 JV3456.The horizontal coordinates were scaled from a topographic map and have
 JV3456.an estimated accuracy of +/- 6 seconds.
 JV3456
 JV3456.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV3456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV3456.The vertical order pertains to the NGVD 29 superseded value.
 JV3456
 JV3456.The geoid height was determined by GEOID03.
 JV3456
 JV3456;                    North         East    Units  Estimated Accuracy
 JV3456;SPC PA S     -    63,230.      590,450.      MT  (+/- 180 meters Scaled)
 JV3456
 JV3456                          SUPERSEDED SURVEY CONTROL
 JV3456
 JV3456  NGVD 29 (??/??/??)  226.42   (m)          742.8    (f) RESET       3  
 JV3456
 JV3456.Superseded values are not recommended for survey control.
 JV3456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3456.See file dsdata.txt to determine how the superseded data were derived.
 JV3456
 JV3456_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK553208(NAD 83)
 JV3456_MARKER: DB = BENCH MARK DISK
 JV3456_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3456_SP_SET: RETAINING WALL
 JV3456_STAMPING: D 96 RESET 1959
 JV3456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3456
 JV3456  HISTORY     - Date     Condition        Report By
 JV3456  HISTORY     - 1959     MONUMENTED       PADH
 JV3456
 JV3456                          STATION DESCRIPTION
 JV3456
 JV3456'DESCRIBED BY PA DEPT OF HIGHWAYS 1959
 JV3456'3.5 MI W FROM SAINT THOMAS.
 JV3456'THE MARK IS LOCATED ABOUT 3.5 MILES WEST ALONG U.S. HIGHWAY
 JV3456'FROM THE POST OFFICE AT SAINT THOMAS, ABOUT 200 FEET SOUTHWEST
 JV3456'OF A FRAME BARN AND 20.5 FEET NORTH OF THE CENTERLINE OF A
 JV3456'TWO-LANE CONCRETE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JV3456'RETAINING WALL OF A PRIVATE CEMETARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2192 ***********************************************************************
 KW2192  DESIGNATION -  D 97
 KW2192  PID         -  KW2192
 KW2192  STATE/COUNTY-  PA/HUNTINGDON
 KW2192  USGS QUAD   -  MOUNT UNION (1971)
 KW2192
 KW2192                         *CURRENT SURVEY CONTROL
 KW2192  ___________________________________________________________________
 KW2192* NAD 83(1986)-  40 25 24.     (N)    077 55 46.     (W)     SCALED    
 KW2192* NAVD 88     -       184.168  (meters)     604.22   (feet)  ADJUSTED  
 KW2192  ___________________________________________________________________
 KW2192  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KW2192  DYNAMIC HT  -         184.073 (meters)     603.91  (feet)  COMP
 KW2192  MODELED GRAV-     980,108.8   (mgal)                       NAVD 88
 KW2192
 KW2192  VERT ORDER  -  FIRST     CLASS I
 KW2192
 KW2192.The horizontal coordinates were scaled from a topographic map and have
 KW2192.an estimated accuracy of +/- 6 seconds.
 KW2192
 KW2192.The orthometric height was determined by differential leveling
 KW2192.and adjusted by the National Geodetic Survey in June 1991..
 KW2192.WARNING-Repeat measurements at this control monument indicate possible
 KW2192.vertical movement.
 KW2192
 KW2192.The geoid height was determined by GEOID03.
 KW2192
 KW2192.The dynamic height is computed by dividing the NAVD 88
 KW2192.geopotential number by the normal gravity value computed on the
 KW2192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2192.degrees latitude (g = 980.6199 gals.).
 KW2192
 KW2192.The modeled gravity was interpolated from observed gravity values.
 KW2192
 KW2192;                    North         East    Units  Estimated Accuracy
 KW2192;SPC PA S     -   121,040.      584,770.      MT  (+/- 180 meters Scaled)
 KW2192
 KW2192                          SUPERSEDED SURVEY CONTROL
 KW2192
 KW2192  NGVD 29 (??/??/??)  184.373  (m)          604.90   (f) ADJUSTED    1 1
 KW2192
 KW2192.Superseded values are not recommended for survey control.
 KW2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2192.See file dsdata.txt to determine how the superseded data were derived.
 KW2192
 KW2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK514788(NAD 83)
 KW2192_MARKER: DB = BENCH MARK DISK
 KW2192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2192_STAMPING: D 97 1935
 KW2192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2192+STABILITY: SURFACE MOTION
 KW2192
 KW2192  HISTORY     - Date     Condition        Report By
 KW2192  HISTORY     - 1935     MONUMENTED       CGS
 KW2192  HISTORY     - 1966     GOOD             CGS
 KW2192
 KW2192                          STATION DESCRIPTION
 KW2192
 KW2192'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2192'5.7 MI NW FROM MOUNT UNION.
 KW2192'ABOUT 5.7 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW2192'THE STATION AT MOUNT UNION, OR ABOUT 6.35 MILES SOUTHEAST ALONG
 KW2192'THE PENNSYLVANIA RAILROAD FROM THE STATION AT HUNTINGDON, 0.1
 KW2192'MILE SOUTH OF A SIGNAL GANTRY, 3 1/2 RAILS NORTH OF MILEPOST
 KW2192'196, 76 FEET EAST OF THE EAST RAIL OF THE EAST SET OF MAIN LINE TRACKS
 KW2192'69 FEET WEST OF THE CENTER LINE OF OLD U.S. HIGHWAY 22, 62 FEET
 KW2192'SOUTHEAST OF A TELEPHONE POLE, 38 FEET EAST OF THE EAST RAIL
 KW2192'OF THE EAST SIDETRACK, 1 FOOT EAST OF A METAL WITNESS POST, ABOUT
 KW2192'2 1/2 FEET BELOW THE LEVEL OF THE MAIN LINE TRACKS, AND SET
 KW2192'IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2194 ***********************************************************************
 KW2194  DESIGNATION -  D 97 RESET 1967
 KW2194  PID         -  KW2194
 KW2194  STATE/COUNTY-  PA/HUNTINGDON
 KW2194  USGS QUAD   -  MOUNT UNION (1971)
 KW2194
 KW2194                         *CURRENT SURVEY CONTROL
 KW2194  ___________________________________________________________________
 KW2194* NAD 83(1986)-  40 25 24.     (N)    077 55 46.     (W)     SCALED    
 KW2194* NAVD 88     -       184.29   (+/-2cm)     604.6    (feet)  VERTCON   
 KW2194  ___________________________________________________________________
 KW2194  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KW2194
 KW2194  VERT ORDER  -  THIRD (See Below)
 KW2194
 KW2194.The horizontal coordinates were scaled from a topographic map and have
 KW2194.an estimated accuracy of +/- 6 seconds.
 KW2194
 KW2194.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2194.The vertical order pertains to the NGVD 29 superseded value.
 KW2194
 KW2194.The geoid height was determined by GEOID03.
 KW2194
 KW2194;                    North         East    Units  Estimated Accuracy
 KW2194;SPC PA S     -   121,040.      584,770.      MT  (+/- 180 meters Scaled)
 KW2194
 KW2194                          SUPERSEDED SURVEY CONTROL
 KW2194
 KW2194  NGVD 29 (??/??/??)  184.49   (m)          605.3    (f) RESET       3  
 KW2194
 KW2194.Superseded values are not recommended for survey control.
 KW2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2194.See file dsdata.txt to determine how the superseded data were derived.
 KW2194
 KW2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK514788(NAD 83)
 KW2194_MARKER: DB = BENCH MARK DISK
 KW2194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2194_SP_SET: FOUNDATION
 KW2194_STAMPING: D 97 RESET 1967
 KW2194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2194
 KW2194  HISTORY     - Date     Condition        Report By
 KW2194  HISTORY     - 1967     MONUMENTED       CGS
 KW2194
 KW2194                          STATION DESCRIPTION
 KW2194
 KW2194'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KW2194'5.8 MI NW FROM MOUNT UNION.
 KW2194'5.8 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW2194'STATION AT MOUNT UNION, ABOUT 6.25 MILES SOUTHEAST ALONG THE
 KW2194'PENNSYLVANIA RAILROAD FROM THE STATION AT HUNTINGDON, 0.1 MILE
 KW2194'NORTH OF MILE POST 196, 23.3 FEET EAST OF THE EAST RAIL OF THE
 KW2194'NORTH BOUND TRACK, SET IN THE TOP OF THE NORTHWEST CORNER OF THE
 KW2194'SOUTHEAST CONCRETE FOUNDATION OF A LARGE SIGNAL AND IS ABOUT
 KW2194'2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0300 ***********************************************************************
 KX0300  DESIGNATION -  D 98
 KX0300  PID         -  KX0300
 KX0300  STATE/COUNTY-  PA/BLAIR
 KX0300  USGS QUAD   -  HOLLIDAYSBURG (1981)
 KX0300
 KX0300                         *CURRENT SURVEY CONTROL
 KX0300  ___________________________________________________________________
 KX0300* NAD 83(1986)-  40 22 53.     (N)    078 24 23.     (W)     SCALED    
 KX0300* NAVD 88     -       296.157  (meters)     971.64   (feet)  ADJUSTED  
 KX0300  ___________________________________________________________________
 KX0300  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KX0300  DYNAMIC HT  -         295.999 (meters)     971.12  (feet)  COMP
 KX0300  MODELED GRAV-     980,085.9   (mgal)                       NAVD 88
 KX0300
 KX0300  VERT ORDER  -  SECOND    CLASS 0
 KX0300
 KX0300.The horizontal coordinates were scaled from a topographic map and have
 KX0300.an estimated accuracy of +/- 6 seconds.
 KX0300
 KX0300.The orthometric height was determined by differential leveling
 KX0300.and adjusted by the National Geodetic Survey in June 1991..
 KX0300
 KX0300.The geoid height was determined by GEOID03.
 KX0300
 KX0300.The dynamic height is computed by dividing the NAVD 88
 KX0300.geopotential number by the normal gravity value computed on the
 KX0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0300.degrees latitude (g = 980.6199 gals.).
 KX0300
 KX0300.The modeled gravity was interpolated from observed gravity values.
 KX0300
 KX0300;                    North         East    Units  Estimated Accuracy
 KX0300;SPC PA S     -   116,580.      544,260.      MT  (+/- 180 meters Scaled)
 KX0300
 KX0300                          SUPERSEDED SURVEY CONTROL
 KX0300
 KX0300  NGVD 29 (??/??/92)  296.317  (m)          972.17   (f) ADJ UNCH    2 0
 KX0300
 KX0300.Superseded values are not recommended for survey control.
 KX0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0300.See file dsdata.txt to determine how the superseded data were derived.
 KX0300
 KX0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE201733(NAD 83)
 KX0300_MARKER: DB = BENCH MARK DISK
 KX0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0300_STAMPING: D 98 1935
 KX0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0300+STABILITY: SURFACE MOTION
 KX0300
 KX0300  HISTORY     - Date     Condition        Report By
 KX0300  HISTORY     - 1935     MONUMENTED       CGS
 KX0300  HISTORY     - 1963     MARK NOT FOUND   NGS
 KX0300
 KX0300                          STATION DESCRIPTION
 KX0300
 KX0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX0300'5.7 MI S FROM HOLLIDAYSBURG.
 KX0300'5.7 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0300'AT HOLLIDAYSBURG, BLAIR COUNTY, ABOUT 10 POLES SOUTH OF MILEPOST
 KX0300'13, 30 FEET EAST OF THE CENTER LINE OF THE TRACK, AND 2 FEET
 KX0300'WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED D
 KX0300'98 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KX0300
 KX0300                          STATION RECOVERY (1963)
 KX0300
 KX0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 KX0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2230 ***********************************************************************
 KW2230  DESIGNATION -  D 99
 KW2230  PID         -  KW2230
 KW2230  STATE/COUNTY-  PA/FULTON
 KW2230  USGS QUAD   -  BURNT CABINS (1973)
 KW2230
 KW2230                         *CURRENT SURVEY CONTROL
 KW2230  ___________________________________________________________________
 KW2230* NAD 83(1986)-  40 01 46.     (N)    077 58 07.     (W)     SCALED    
 KW2230* NAVD 88     -       331.798  (meters)    1088.57   (feet)  ADJUSTED  
 KW2230  ___________________________________________________________________
 KW2230  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KW2230  DYNAMIC HT  -         331.609 (meters)    1087.95  (feet)  COMP
 KW2230  MODELED GRAV-     980,044.7   (mgal)                       NAVD 88
 KW2230
 KW2230  VERT ORDER  -  SECOND    CLASS 0
 KW2230
 KW2230.The horizontal coordinates were scaled from a topographic map and have
 KW2230.an estimated accuracy of +/- 6 seconds.
 KW2230
 KW2230.The orthometric height was determined by differential leveling
 KW2230.and adjusted by the National Geodetic Survey in June 1991..
 KW2230
 KW2230.The geoid height was determined by GEOID03.
 KW2230
 KW2230.The dynamic height is computed by dividing the NAVD 88
 KW2230.geopotential number by the normal gravity value computed on the
 KW2230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2230.degrees latitude (g = 980.6199 gals.).
 KW2230
 KW2230.The modeled gravity was interpolated from observed gravity values.
 KW2230
 KW2230;                    North         East    Units  Estimated Accuracy
 KW2230;SPC PA S     -    77,320.      581,340.      MT  (+/- 180 meters Scaled)
 KW2230
 KW2230                          SUPERSEDED SURVEY CONTROL
 KW2230
 KW2230  NGVD 29 (??/??/??)  331.982  (m)         1089.18   (f) ADJUSTED    2 0
 KW2230
 KW2230.Superseded values are not recommended for survey control.
 KW2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2230.See file dsdata.txt to determine how the superseded data were derived.
 KW2230
 KW2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK466352(NAD 83)
 KW2230_MARKER: DB = BENCH MARK DISK
 KW2230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2230_STAMPING: D 99 1935
 KW2230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2230+STABILITY: SURFACE MOTION
 KW2230
 KW2230  HISTORY     - Date     Condition        Report By
 KW2230  HISTORY     - 1935     MONUMENTED       CGS
 KW2230  HISTORY     - 1968     MARK NOT FOUND   CGS
 KW2230
 KW2230                          STATION DESCRIPTION
 KW2230
 KW2230'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW2230'7.2 MI N FROM MC CONNELLSBURG.
 KW2230'7.2 MILES NORTH ALONG U.S. HIGHWAY 522 FROM THE FULTON COUNTY
 KW2230'NATIONAL BANK AT MC CONNELLSBURG, FULTON COUNTY, 210 FEET
 KW2230'NORTHWEST OF POLE 3+85, AND 18 FEET NORTH OF THE CENTER LINE
 KW2230'OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 99 1935 AND SET IN
 KW2230'THE TOP OF A CONCRETE POST.
 KW2230
 KW2230                          STATION RECOVERY (1968)
 KW2230
 KW2230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 KW2230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2350 ***********************************************************************
 MA2350  DESIGNATION -  DADE
 MA2350  PID         -  MA2350
 MA2350  STATE/COUNTY-  PA/MCKEAN
 MA2350  USGS QUAD   -  KANE (1977)
 MA2350
 MA2350                         *CURRENT SURVEY CONTROL
 MA2350  ___________________________________________________________________
 MA2350* NAD 83(1992)-  41 40 35.10945(N)    078 45 45.97278(W)     ADJUSTED  
 MA2350* NAVD 88     -       660.89   (+/-2cm)    2168.3    (feet)  VERTCON   
 MA2350  ___________________________________________________________________
 MA2350  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 MA2350  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 MA2350
 MA2350  HORZ ORDER  -  SECOND
 MA2350  VERT ORDER  -  THIRD ? (See Below)
 MA2350
 MA2350.The horizontal coordinates were established by classical geodetic methods
 MA2350.and adjusted by the National Geodetic Survey in June 2002..
 MA2350
 MA2350.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2350.The vertical order pertains to the NGVD 29 superseded value.
 MA2350
 MA2350.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2350
 MA2350.The geoid height was determined by GEOID03.
 MA2350
 MA2350;                    North         East     Units Scale Factor Converg.
 MA2350;SPC PA N     -   168,158.502   515,672.165   MT  0.99996703   -0 40 12.0
 MA2350;SPC PA N     -   551,700.02  1,691,834.43   sFT  0.99996703   -0 40 12.0
 MA2350;UTM  17      - 4,616,268.583   686,223.320   MT  1.00002677   +1 29 16.8
 MA2350
 MA2350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2350!SPC PA N     -   0.99990135  x   0.99996703  =   0.99986838
 MA2350!UTM  17      -   0.99990135  x   1.00002677  =   0.99992812
 MA2350
 MA2350|---------------------------------------------------------------------|
 MA2350| PID    Reference Object                     Distance      Geod. Az  |
 MA2350|                                                           dddmmss.s |
 MA2350| MA2351 MCDADE                                4.658 METERS 02437     |
 MA2350| CJ9605 DADE RM 1                             6.644 METERS 04637     |
 MA2350| MA2352 DADE RM 3                             8.145 METERS 09307     |
 MA2350| CJ9604 DADE AZ MK 2                                       1262359.0 |
 MA2350| CJ9603 DADE AZ MK                                         2080114.4 |
 MA2350| CJ9606 DADE RM 2                            21.836 METERS 28857     |
 MA2350|---------------------------------------------------------------------|
 MA2350
 MA2350                          SUPERSEDED SURVEY CONTROL
 MA2350
 MA2350  NAD 83(1996)-  41 40 35.11010(N)    078 45 45.97283(W) AD(       ) 2
 MA2350  NAD 83(1986)-  41 40 35.11097(N)    078 45 45.97207(W) AD(       ) 2
 MA2350  NAD 27      -  41 40 34.88631(N)    078 45 46.86504(W) AD(       ) 2
 MA2350  NGVD 29 (07/19/86)  661.00   (m)         2168.6    (f) LEVELING    3  
 MA2350
 MA2350.Superseded values are not recommended for survey control.
 MA2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2350.See file dsdata.txt to determine how the superseded data were derived.
 MA2350
 MA2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG8622316269(NAD 83)
 MA2350_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2350
 MA2350  HISTORY     - Date     Condition        Report By
 MA2350  HISTORY     - 1938     MONUMENTED       CGS
 MA2350  HISTORY     - 1965     SEE DESCRIPTION  CGS
 MA2350  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MA2350  HISTORY     - 20010612 GOOD             USPSQD
 MA2350  HISTORY     - 20051021 GOOD             USPSQD
 MA2350
 MA2350                          STATION DESCRIPTION
 MA2350
 MA2350'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 MA2350'STATION IS 3 MILES NE OF CITY OF KANE ON IDEAL STOCK FARM, 15.1 FEET
 MA2350'S OF U.S.G.S. MARK 1926 ELEVATION 2169, 15 FEET S OF CENTER OF
 MA2350'MCDADE FIRE TOWER, 40 FEET S OF BARBWIRE FENCE, 58 FEET E OF BARBWIRE
 MA2350'FENCE, IS SET IN 12- BY 12-INCH CONCRETE BLOCK 12 INCHES BELOW
 MA2350'SURFACE OF GROUND, AND IS STAMPED DADE 1938.
 MA2350'
 MA2350'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 MA2350'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 MA2350'
 MA2350'REFERENCE MARK NO. 1 IS IN CONCRETE FOUNDATION OF MCDADE FIRE TOWER N
 MA2350'OF STATION, 28 FEET S OF BARBWIRE FENCE, AND IS STAMPED DADE 1938.
 MA2350'REFERENCE MARK NO. 2 IS IN A LARGE BOULDER W OF STATION, 35 FEET SW
 MA2350'OF PASTURE FENCE CORNER, 10 FEET NE OF A PUMP HOUSE, AND IS STAMPED
 MA2350'DADE 1938.
 MA2350'
 MA2350'AZIMUTH MARK IS APPROXIMATELY 1/2 MILE SW OF STATION, 18 FEET W OF
 MA2350'CENTER OF MACADAM ROAD, 6 FEET W OF HIGHWAY CURVE SIGN AND IS SET
 MA2350'IN A 12-BY 12-INCH CONCRETE BLOCK PROJECTING 8 INCHES ABOVE GROUND
 MA2350'AND IS STAMPED DADE 1938.
 MA2350'
 MA2350'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 MA2350
 MA2350                          STATION RECOVERY (1965)
 MA2350
 MA2350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FG)
 MA2350'STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 MA2350
 MA2350                          STATION RECOVERY (1967)
 MA2350
 MA2350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 MA2350'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 MA2350'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND IS BELIEVED TO
 MA2350'HAVE BEEN DESTROYED BY HIGHWAY CONSTRUCTION.  THE USGS MARK IS LOOSE
 MA2350'IN THE GROUND AND THE DISTANCE TO IT DID NOT CHECK (1938 DISTANCE IS
 MA2350'4.615 METERS OR 15.14 FEET).  AN EIGHT MILLIMETER SHORTER DISTANCE
 MA2350'WAS OBTAINED TO REFERENCE MARK 1 AND A SIX MILLIMETER LONGER
 MA2350'DISTANCE WAS OBTAINED TO REFERENCE MARK 2.  A NEW AZIMUTH MARK WAS
 MA2350'ESTABLISHED THIS DATE.  REFERENCE MARK 3 WAS ESTABLISHED THIS
 MA2350'DATE AND ALL OBSERVATIONS WERE MADE FROM IT AS THE ORIGINAL
 MA2350'STATION IS LOCATED TOO CLOSE TO THE FIRE TOWER FOR A BILBY STEEL
 MA2350'TOWER TO BE ERECTED OVER IT.
 MA2350'
 MA2350'NOTE- FOR THE LOCATION AND THE ROUTE TO THE STATION SEE THE
 MA2350'DESCRIPTION OF DADE 1938 R.M. 3.
 MA2350
 MA2350                          STATION RECOVERY (2001)
 MA2350
 MA2350'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA2350'RECOVERED IN GOOD CONDITION.
 MA2350
 MA2350                          STATION RECOVERY (2005)
 MA2350
 MA2350'RECOVERY NOTE BY US POWER SQUADRON 2005 (SG)
 MA2350'RM 1 AND RM 2 FOUND GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0688 ***********************************************************************
 MA0688  DESIGNATION -  DADE AZ 2
 MA0688  PID         -  MA0688
 MA0688  STATE/COUNTY-  PA/MCKEAN
 MA0688  USGS QUAD   -  KANE (1977)
 MA0688
 MA0688                         *CURRENT SURVEY CONTROL
 MA0688  ___________________________________________________________________
 MA0688* NAD 83(1986)-  41 40 20.     (N)    078 45 18.     (W)     SCALED    
 MA0688* NAVD 88     -       653.116  (meters)    2142.76   (feet)  ADJUSTED  
 MA0688  ___________________________________________________________________
 MA0688  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 MA0688  DYNAMIC HT  -         652.833 (meters)    2141.84  (feet)  COMP
 MA0688  MODELED GRAV-     980,167.6   (mgal)                       NAVD 88
 MA0688
 MA0688  VERT ORDER  -  SECOND    CLASS 0
 MA0688
 MA0688.The horizontal coordinates were scaled from a topographic map and have
 MA0688.an estimated accuracy of +/- 6 seconds.
 MA0688
 MA0688.The orthometric height was determined by differential leveling
 MA0688.and adjusted by the National Geodetic Survey in June 1991..
 MA0688
 MA0688.The geoid height was determined by GEOID03.
 MA0688
 MA0688.The dynamic height is computed by dividing the NAVD 88
 MA0688.geopotential number by the normal gravity value computed on the
 MA0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0688.degrees latitude (g = 980.6199 gals.).
 MA0688
 MA0688.The modeled gravity was interpolated from observed gravity values.
 MA0688
 MA0688;                    North         East    Units  Estimated Accuracy
 MA0688;SPC PA N     -   167,690.      516,310.      MT  (+/- 180 meters Scaled)
 MA0688
 MA0688                          SUPERSEDED SURVEY CONTROL
 MA0688
 MA0688  NGVD 29 (??/??/92)  653.229  (m)         2143.14   (f) ADJ UNCH    2 0
 MA0688
 MA0688.Superseded values are not recommended for survey control.
 MA0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0688.See file dsdata.txt to determine how the superseded data were derived.
 MA0688
 MA0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG868158(NAD 83)
 MA0688_MARKER: DZ = AZIMUTH MARK DISK
 MA0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0688_STAMPING: DADE AZ 1938 1967 2
 MA0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0688+STABILITY: SURFACE MOTION
 MA0688
 MA0688  HISTORY     - Date     Condition        Report By
 MA0688  HISTORY     - 1967     MONUMENTED       CGS
 MA0688  HISTORY     - 1968     GOOD             NGS
 MA0688  HISTORY     - 20010612 MARK NOT FOUND   USPSQD
 MA0688
 MA0688                          STATION DESCRIPTION
 MA0688
 MA0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MA0688'3.4 MI E FROM KANE.
 MA0688'ABOUT 3.45 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE
 MA0688'IN KANE, 4.6 MILES WEST OF THE JUNCTION OF U.S. HIGHWAYS 219 AND
 MA0688'6 IN LANTZ CORNERS, SET IN THE TOP OF A CONCRETE POST FLUSH, 20.5
 MA0688'FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 5.8 FEET WEST OF A
 MA0688'MAIL BOX, 3.5 FEET NORTHEAST OF A 18-INCH MAPLE TREE, 1.3 FEET
 MA0688'NORTH OF A METAL WITNESS SIGN AND IS ABOUT LEVEL WITH THE HIGHWAY.
 MA0688
 MA0688                          STATION RECOVERY (2001)
 MA0688
 MA0688'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA0688'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2352 ***********************************************************************
 MA2352  DESIGNATION -  DADE RM 3
 MA2352  PID         -  MA2352
 MA2352  STATE/COUNTY-  PA/MCKEAN
 MA2352  USGS QUAD   -  KANE (1977)
 MA2352
 MA2352                         *CURRENT SURVEY CONTROL
 MA2352  ___________________________________________________________________
 MA2352* NAD 83(1992)-  41 40 35.09510(N)    078 45 45.62117(W)     ADJUSTED  
 MA2352* NAVD 88     -       660.1    (meters)    2166.     (feet)  VERTCON   
 MA2352  ___________________________________________________________________
 MA2352  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 MA2352  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 MA2352
 MA2352  HORZ ORDER  -  FIRST
 MA2352
 MA2352.The horizontal coordinates were established by classical geodetic methods
 MA2352.and adjusted by the National Geodetic Survey in June 2002..
 MA2352
 MA2352.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2352
 MA2352.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2352
 MA2352.The geoid height was determined by GEOID03.
 MA2352
 MA2352;                    North         East     Units Scale Factor Converg.
 MA2352;SPC PA N     -   168,157.964   515,680.292   MT  0.99996703   -0 40 11.7
 MA2352;SPC PA N     -   551,698.25  1,691,861.09   sFT  0.99996703   -0 40 11.7
 MA2352;UTM  17      - 4,616,268.351   686,231.462   MT  1.00002681   +1 29 17.1
 MA2352
 MA2352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2352!SPC PA N     -   0.99990147  x   0.99996703  =   0.99986851
 MA2352!UTM  17      -   0.99990147  x   1.00002681  =   0.99992828
 MA2352
 MA2352:                Primary Azimuth Mark                     Grid Az
 MA2352:SPC PA N     -  DADE AZ MK 2                             127 22 51.1
 MA2352:UTM  17      -  DADE AZ MK 2                             125 13 22.3
 MA2352
 MA2352|---------------------------------------------------------------------|
 MA2352| PID    Reference Object                     Distance      Geod. Az  |
 MA2352|                                                           dddmmss.s |
 MA2352| CJ9604 DADE AZ MK 2                                       1264239.4 |
 MA2352| MA2349 KANE RAD STA WKZA MAST              APPROX. 4.5 KM 2255237.6 |
 MA2352| MA2347 KANE MUN STANDPIPE                  APPROX. 3.4 KM 2361154.8 |
 MA2352| MA2348 KANE AFFILIATED IND INC NE STK      APPROX. 3.9 KM 2420239.2 |
 MA2352|---------------------------------------------------------------------|
 MA2352
 MA2352                          SUPERSEDED SURVEY CONTROL
 MA2352
 MA2352  NAD 83(1996)-  41 40 35.09575(N)    078 45 45.62121(W) AD(       ) 1
 MA2352  NAD 83(1986)-  41 40 35.09664(N)    078 45 45.62036(W) AD(       ) 1
 MA2352  NAD 27      -  41 40 34.87199(N)    078 45 46.51343(W) AD(       ) 1
 MA2352  NGVD 29 (07/19/86)  660.2    (m)         2166.     (f) VERT ANG       
 MA2352
 MA2352.Superseded values are not recommended for survey control.
 MA2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2352.See file dsdata.txt to determine how the superseded data were derived.
 MA2352
 MA2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG8623116268(NAD 83)
 MA2352_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2352_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MA2352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA2352+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2005
 MA2352
 MA2352  HISTORY     - Date     Condition        Report By
 MA2352  HISTORY     - 1967     MONUMENTED       CGS
 MA2352  HISTORY     - 20010612 GOOD             USPSQD
 MA2352  HISTORY     - 20051021 GOOD             USPSQD
 MA2352
 MA2352                          STATION DESCRIPTION
 MA2352
 MA2352'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 MA2352'THE STATION IS LOCATED ON A HIGH GRASSY HILL OWNED BY MR. HARRY LONG.
 MA2352'IT IS 8 MILES NORTH-NORTHWEST OF WILCOX, 5 MILES SOUTHWEST OF LANTZ
 MA2352'CORNERS, 3 MILES NORTHEAST OF KANE AND ON THE SAME HILL AS THE MCDADE
 MA2352'FOREST SERVICE FIRE TOWER.
 MA2352'
 MA2352'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND U.S.
 MA2352'HIGHWAY 219, IN LANTZ CORNERS, GO SOUTHWEST ON U.S.  HIGHWAY 6 FOR
 MA2352'4.75 MILES TO A PRIVATE DRIVEWAY ON THE RIGHT AND THE AZIMUTH MARK ON
 MA2352'THE LEFT.  (THIS IS ABOUT 0.1 MILE SOUTHWEST OF A DRIVE-IN-THEATER
 MA2352'AND ON THE NORTHWEST BOUNDARY OF A GOLF COURSE).  CONTINUE IN A
 MA2352'WESTERLY DIRECTION ON U.S. HIGHWAY 6 FOR 0.55 MILE TO A DRIVEWAY
 MA2352'RIGHT LEADING TO THE HARRY LONG DAIRY FARM.  TURN RIGHT AND GO NORTH
 MA2352'ON THE PRIVATE DRIVEWAY FOR 0.1 MILE TO THE NORTH EDGE OF THE FARM
 MA2352'YARD AND THE END OF THE DRIVEWAY.  CONTINUE NORTH, PASSING THROUGH
 MA2352'AN OPENING BETWEEN TWO BARNS, THEN TURN RIGHT AND FOLLOW THE FIELD
 MA2352'ROAD EAST FOR ABOUT 50 YARDS TO A POINT WHERE THE FIELD ROAD TURNS
 MA2352'LEFT.  TURN LEFT AND FOLLOW THE FIELD ROAD NORTH FOR 0.1 MILE TO THE
 MA2352'SUMMIT OF A LONG HIGH RIDGE AND A GATE ON THE RIGHT.  TURN RIGHT,
 MA2352'PASS THROUGH THE GATE, AND GO EAST ON A TRACK ROAD FOR ABOUT 200 FEET
 MA2352'TO THE TOP OF THE HILL AND THE STATION JUST SOUTHEAST OF THE MCDADE
 MA2352'FIRE TOWER.  (A NEW FIRE TOWER MAY BE CONSTRUCTED ON THE HILL IN
 MA2352'THE NEAR FUTURE.  IF SO IT MAY BE CONSTRUCTED OVER R.M. 3).
 MA2352'
 MA2352'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DADE 1938 NO 3 1967, SET
 MA2352'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 MA2352'FLUSH WITH THE GROUND.  IT IS 40.2 FEET SOUTHWEST OF TELEPHONE POLE
 MA2352'NUMBER 216-1, 19.7 FEET EAST-SOUTHEAST OF THE SOUTH LEG OF
 MA2352'THE FIRE TOWER AND 19.4 FEET SOUTH-SOUTHEAST OF THE EAST LEG OF THE
 MA2352'FIRE TOWER.
 MA2352'
 MA2352'MCDADE (USGS) IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED
 MA2352'2169 1926, CEMENTED IN A DEPRESSION IN THE TOP OF A 12-INCH
 MA2352'SQUARE CUT STONE WHICH PROJECTS 12 INCHES ABOVE THE GROUND.  THE MARK
 MA2352'IS IN THE CENTER OF THE BASE OF THE MCDADE FIRE TOWER.  THIS
 MA2352'MARK IS LOOSE IN THE GROUND.
 MA2352'
 MA2352'DADE 1938 IS A STANDARD TRIANGULATION STATION DISK STAMPED, DADE
 MA2352'1938, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 MA2352'WHICH IS 12 INCHES BELOW THE GROUND SURFACE.  (NOTES 1A AND 7A).  IT
 MA2352'IS 13.1 FEET SOUTH ON THE WEST LEG OF THE FIRE TOWER AND 8.4 FEET
 MA2352'WEST OF THE SOUTH LEG OF THE TOWER.
 MA2352'
 MA2352'A NEW AZIMUTH MARK WAS ESTABLISHED THIS DATE.  IT IS A STANDARD DISK
 MA2352'STAMPED DADE 1938 AZ 2 1967, SET IN THE TOP OF A 12-INCH
 MA2352'CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.
 MA2352'IT IS 35.0 FEET EAST-SOUTHEAST OF TELEPHONE POLE NUMBER
 MA2352'10112, 20.8 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 6, 5.8 FEET
 MA2352'WEST-NORTHWEST OF A METAL MAIL BOX POST AND 1.4 FEET NORTHEAST OF
 MA2352'A METAL WITNESS POST.
 MA2352'
 MA2352'HEIGHT OF LIGHT ABOVE STATION MARK 34.6 METERS.
 MA2352
 MA2352                          STATION RECOVERY (2001)
 MA2352
 MA2352'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA2352'RECOVERED IN GOOD CONDITION.
 MA2352
 MA2352                          STATION RECOVERY (2005)
 MA2352
 MA2352'RECOVERY NOTE BY US POWER SQUADRON 2005 (SG)
 MA2352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0281 ***********************************************************************
 MA0281  DESIGNATION -  DALE
 MA0281  PID         -  MA0281
 MA0281  STATE/COUNTY-  PA/CLEARFIELD
 MA0281  USGS QUAD   -  LECONTES MILLS (1986)
 MA0281
 MA0281                         *CURRENT SURVEY CONTROL
 MA0281  ___________________________________________________________________
 MA0281* NAD 83(1992)-  41 00 58.05227(N)    078 18 34.05984(W)     ADJUSTED  
 MA0281* NAVD 88     -       556.807  (meters)    1826.79   (feet)  ADJUSTED  
 MA0281  ___________________________________________________________________
 MA0281  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 MA0281  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 MA0281  DYNAMIC HT  -         556.530 (meters)    1825.88  (feet)  COMP
 MA0281  MODELED GRAV-     980,108.2   (mgal)                       NAVD 88
 MA0281
 MA0281  HORZ ORDER  -  SECOND
 MA0281  VERT ORDER  -  SECOND    CLASS 0
 MA0281
 MA0281.The horizontal coordinates were established by classical geodetic methods
 MA0281.and adjusted by the National Geodetic Survey in June 2002..
 MA0281
 MA0281.The orthometric height was determined by differential leveling
 MA0281.and adjusted by the National Geodetic Survey in June 1991..
 MA0281
 MA0281.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA0281
 MA0281.The geoid height was determined by GEOID03.
 MA0281
 MA0281.The dynamic height is computed by dividing the NAVD 88
 MA0281.geopotential number by the normal gravity value computed on the
 MA0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0281.degrees latitude (g = 980.6199 gals.).
 MA0281
 MA0281.The modeled gravity was interpolated from observed gravity values.
 MA0281
 MA0281;                    North         East     Units Scale Factor Converg.
 MA0281;SPC PA N     -    94,487.528   552,942.324   MT  0.99998122   -0 22 12.4
 MA0281;SPC PA N     -   309,997.83  1,814,111.61   sFT  0.99998122   -0 22 12.4
 MA0281;UTM  17      - 4,544,034.563   726,234.968   MT  1.00022998   +1 45 59.3
 MA0281
 MA0281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA0281!SPC PA N     -   0.99991777  x   0.99998122  =   0.99989899
 MA0281!UTM  17      -   0.99991777  x   1.00022998  =   1.00014773
 MA0281
 MA0281:                Primary Azimuth Mark                     Grid Az
 MA0281:SPC PA N     -  CHICAGO NEW YORK AWY BCN 49B             134 10 38.1
 MA0281:UTM  17      -  CHICAGO NEW YORK AWY BCN 49B             132 02 26.4
 MA0281
 MA0281|---------------------------------------------------------------------|
 MA0281| PID    Reference Object                     Distance      Geod. Az  |
 MA0281|                                                           dddmmss.s |
 MA0281| MA2218 CHICAGO NEW YORK AWY BCN 49B        APPROX. 2.2 KM 1334825.7 |
 MA0281| CJ9611 DALE RM 2                             6.288 METERS 14736     |
 MA0281| CJ9610 DALE RM 1                             5.428 METERS 34409     |
 MA0281|---------------------------------------------------------------------|
 MA0281
 MA0281                          SUPERSEDED SURVEY CONTROL
 MA0281
 MA0281  NAD 83(1986)-  41 00 58.05200(N)    078 18 34.06415(W) AD(       ) 2
 MA0281  NAD 27      -  41 00 57.84830(N)    078 18 35.00090(W) AD(       ) 2
 MA0281  NGVD 29 (??/??/92)  556.958  (m)         1827.29   (f) ADJ UNCH    2 0
 MA0281
 MA0281.Superseded values are not recommended for survey control.
 MA0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0281.See file dsdata.txt to determine how the superseded data were derived.
 MA0281
 MA0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF2623544035(NAD 83)
 MA0281_MARKER: DS = TRIANGULATION STATION DISK
 MA0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0281_STAMPING: DALE 1959
 MA0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0281+STABILITY: SURFACE MOTION
 MA0281
 MA0281  HISTORY     - Date     Condition        Report By
 MA0281  HISTORY     - 1959     MONUMENTED       CGS
 MA0281  HISTORY     - 1959     GOOD             CGS
 MA0281
 MA0281                          STATION DESCRIPTION
 MA0281
 MA0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 MA0281'THE STATION IS LOCATED ON TOP OF A 300 X 60 FOOT SPOIL BANK, ABOUT 2
 MA0281'MILES NORTH OF BIGLER, 2 MILES NORTHEAST OF WOODLAND, 1 MILE
 MA0281'WEST OF THE DALE CHURCH AND ON PROPERTY OWNED BY THE WOOLRIDGE COAL
 MA0281'COMPANY.
 MA0281'
 MA0281'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 322 AND STATE
 MA0281'HIGHWAYS 153 AND 970 WHICH IS ABOUT 0.35 MILE EAST OF BIGLER AND
 MA0281'ABOUT 9 MILES SOUTHEAST OF CLEARFIELD.  GO EAST ON HIGHWAY 153 FOR
 MA0281'0.2 MILE.  TURN LEFT AND GO NORTH ON STATE ROUTE 17055 FOR 2.65 MILES
 MA0281'TO A SIDE ROAD ON THE LEFT HAND SIDE OF THE ROAD.  TURN LEFT AND GO
 MA0281'WEST ON A GRAVELED ROAD FOR 0.31 MILE TO THE DALE CHURCH ON THE
 MA0281'LEFT, SOUTH, SIDE OF THE ROAD.  CONTINUE WEST ON THE GRAVELED ROAD
 MA0281'FOR 0.45 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON A
 MA0281'DIRT ROAD FOR 0.1 MILE TO A FORK.  TAKE THE LEFT FORK AND GO ABOUT
 MA0281'20 FEET TO A FORK.  TAKE THE RIGHT FORK AND GO NORTHWEST FOR 0.19
 MA0281'MILE TO A FORK.  TAKE THE LEFT FORK AND GO SOUTH ALONG THE EAST SIDE
 MA0281'OF AN OLD STRIP MINE AND THENCE WEST AND NORTHWEST FOR 0.16 MILE TO A
 MA0281'SMALL CUT BETWEEN TWO SOIL BANKS ON THE RIGHT.  TURN RIGHT AND GO
 MA0281'NORTH-NORTHEAST THROUGH THE CUT FOR 0.02 MILE.  TURN LEFT AND GO
 MA0281'NORTH BETWEEN TWO SPOIL BANKS FOR 0.03 MILE TO THE END OF TRUCK
 MA0281'TRAVEL.  FROM THE END OF TRUCK TRAVEL PACK WEST, UPHILL FOR ABOUT 75
 MA0281'FEET TO THE TOP OF THE SPOIL BANK AND THE STATION.
 MA0281'
 MA0281'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF SQUARE CONCRETE
 MA0281'MONUMENTS.
 MA0281'
 MA0281'THE STATION MARK IS STAMPED DALE 1959, AND IS FLUSH WITH THE SURFACE
 MA0281'OF THE GROUND.  IT IS ABOUT 4 FEET EAST OF THE WEST EDGE OF THE
 MA0281'SPOIL BANK, AND IS ABOUT 52 FEET EAST OF THE WEST EDGE OF THE BANK,
 MA0281'156 FEET NORTH OF THE SOUTH END OF THE BANK, 206 FEET SOUTH OF THE
 MA0281'NORTH END OF THE BANK AND 9.5 FEET SOUTHEAST OF A STANDARD METAL
 MA0281'WITNESS POST.
 MA0281'
 MA0281'REFERENCE MARK 1 IS STAMPED DALE NO 1 1959 AND IS FLUSH WITH THE
 MA0281'GROUND SURFACE.  IT IS ABOUT 14 FEET EAST OF THE WEST EDGE OF THE
 MA0281'BANK, 41 FEET WEST OF THE EAST EDGE OF THE BANK AND ABOUT 17 FEET
 MA0281'NORTHEAST OF THE WITNESS POST.
 MA0281'
 MA0281'REFERENCE MARK 2 IS STAMPED DALE NO 2 1959 AND IS FLUSH WITH THE
 MA0281'GROUND SURFACE.  IT IS ABOUT 8 FEET EAST OF THE WEST EDGE OF THE
 MA0281'BANK, 51 FEET WEST OF THE EAST EDGE OF THE BANK AND IS ABOUT 24 FEET
 MA0281'SOUTH OF THE WITNESS POST.
 MA0281'
 MA0281'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 MA0281
 MA0281                          STATION RECOVERY (1959)
 MA0281
 MA0281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 MA0281'10 MI SE FROM CLEARFIELD.
 MA0281'7.0 MILE SOUTH EAST ALONG U.S. 322 FROM THE POST OFFICE IN
 MA0281'CLEARFIELD THENCE 0.8 MILE NORTH ON STATE HY. 970 THENCE 0.75
 MA0281'MILE NORTH EAST ON BLACKTOP ROAD THENCE 1.0 MILE SOUTH EAST ON
 MA0281'GRAVEL ROAD THENCE 0.15 MILE NORTH TO TOP OF HILL THENCE 0.25 MILE
 MA0281'ACROSS STRIPPINGS ON GRAVEL ROAD, ALSO-- 9.0 MILE SOUTH EAST ALONG
 MA0281'U.S. 322 FROM THE POST OFFICE IN CLEARFIELD THENCE 0.20 MILE EAST
 MA0281'ON STATE HY. 153 THENCE 2.2 MILE NORTH EAST ON BLACKTOP ROAD
 MA0281'THENCE 0.80 MILE WEST ON GRAVEL ROAD THENCE 0.15 MILE NORTH TO TOP
 MA0281'OF HILL THENCE 0.25 MILE ACROSS STRIPPINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1739 ***********************************************************************
 LZ1739  DESIGNATION -  DALE
 LZ1739  PID         -  LZ1739
 LZ1739  STATE/COUNTY-  PA/CLINTON
 LZ1739  USGS QUAD   -  JERSEY SHORE (1986)
 LZ1739
 LZ1739                         *CURRENT SURVEY CONTROL
 LZ1739  ___________________________________________________________________
 LZ1739* NAD 83(1992)-  41 09 11.95150(N)    077 21 22.36078(W)     ADJUSTED  
 LZ1739* NAVD 88     -       191.96   (+/-2cm)     629.8    (feet)  VERTCON   
 LZ1739  ___________________________________________________________________
 LZ1739  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 LZ1739  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 LZ1739
 LZ1739  HORZ ORDER  -  SECOND
 LZ1739  VERT ORDER  -  THIRD ? (See Below)
 LZ1739
 LZ1739.The horizontal coordinates were established by classical geodetic methods
 LZ1739.and adjusted by the National Geodetic Survey in June 2002..
 LZ1739
 LZ1739.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1739.The vertical order pertains to the NGVD 29 superseded value.
 LZ1739
 LZ1739.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1739
 LZ1739.The geoid height was determined by GEOID03.
 LZ1739
 LZ1739;                    North         East     Units Scale Factor Converg.
 LZ1739;SPC PA N     -   109,646.465   633,053.398   MT  0.99996741   +0 15 37.8
 LZ1739;SPC PA N     -   359,731.78  2,076,942.69   sFT  0.99996741   +0 15 37.8
 LZ1739;UTM  18      - 4,558,453.303   302,291.355   MT  1.00008110   -1 33 03.8
 LZ1739
 LZ1739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1739!SPC PA N     -   0.99997512  x   0.99996741  =   0.99994253
 LZ1739!UTM  18      -   0.99997512  x   1.00008110  =   1.00005621
 LZ1739
 LZ1739|---------------------------------------------------------------------|
 LZ1739| PID    Reference Object                     Distance      Geod. Az  |
 LZ1739|                                                           dddmmss.s |
 LZ1739| CJ9608 DALE RM 1                            12.760 METERS 06330     |
 LZ1739| LZ1746 LOCK HAVEN SUSQUEHAN TV W MAST      APPROX. 5.7 KM 2285848.8 |
 LZ1739| LZ1759 ATT MICROWAVE TOWER N OF LOCK HAVEN APPROX. 8.1 KM 3091921.0 |
 LZ1739| CJ9609 DALE RM 2                            13.346 METERS 32155     |
 LZ1739|---------------------------------------------------------------------|
 LZ1739
 LZ1739                          SUPERSEDED SURVEY CONTROL
 LZ1739
 LZ1739  NAD 83(1986)-  41 09 11.94755(N)    077 21 22.35840(W) AD(       ) 2
 LZ1739  NAD 27      -  41 09 11.68700(N)    077 21 23.44380(W) AD(       ) 2
 LZ1739  NGVD 29 (07/19/86)  192.16   (m)          630.4    (f) LEVELING    3  
 LZ1739
 LZ1739.Superseded values are not recommended for survey control.
 LZ1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1739.See file dsdata.txt to determine how the superseded data were derived.
 LZ1739
 LZ1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL0229158453(NAD 83)
 LZ1739_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1739
 LZ1739  HISTORY     - Date     Condition        Report By
 LZ1739  HISTORY     - 1958     MONUMENTED       CGS
 LZ1739
 LZ1739                          STATION DESCRIPTION
 LZ1739
 LZ1739'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ1739'STATION IS APPROXIMATELY 4.0 MILES EAST OF LOCK HAVEN, 3.5 MILES WEST
 LZ1739'OF AVIS, 1.0 MILE SOUTH OF THE SUSQUEHANNA RIVER AND ALONG
 LZ1739'THE SOUTH RIGHT-OF-WAY OF A BLACKTOP ROAD.
 LZ1739'
 LZ1739'TO REACH FROM THE POST OFFICE IN AVIS, GO WESTERLY ON U.S. HIGHWAY
 LZ1739'220 FOR 3.2 MILES TO CROSSROADS AND SIGN LOCK HAVEN AIRPORT,
 LZ1739'TURN LEFT AND GO SOUTH ON BLACKTOP ROAD FOR 0.2 MILE TO CROSSROADS,
 LZ1739'CONTINUE STRAIGHT AHEAD, CROSSING STEEL BRIDGE AND GO
 LZ1739'1.0 MILE TO CROSSROADS, TURN RIGHT AND GO WESTERLY ON BLACKTOP ROAD
 LZ1739'FOR 0.05 MILE TO THE STATION ON THE LEFT.
 LZ1739'
 LZ1739'STATION MARKS ARE STANDARD DISKS STAMPED DALE 1958.  THE SURFACE DISK
 LZ1739'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.
 LZ1739'IT IS 44 FEET WEST-SOUTHWEST OF A GUY POLE, 25 FEET NORTHEAST OF A
 LZ1739'FIELD ENTRANCE AND 21.5 FEET SOUTHEAST OF THE
 LZ1739'CENTER OF A BLACKTOP ROAD.  A STANDARD WITNESS POST WAS SET 4 FEET
 LZ1739'WEST OF THE MARK.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 LZ1739'MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE GROUND.
 LZ1739'
 LZ1739'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DALE NO 1 1958, IS SET
 LZ1739'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 LZ1739'18 FEET SOUTHEAST OF THE CENTER OF A BLACKTOP ROAD AND 2 FEET
 LZ1739'SOUTHWEST OF A GUY POLE.
 LZ1739'
 LZ1739'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DALE NO 2 1958, IS SET
 LZ1739'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 LZ1739'21 FEET NORTHWEST OF THE CENTER OF A BLACKTOP ROAD AND 1 FOOT
 LZ1739'EAST-NORTHEAST OF A TELEPHONE POLE.
 LZ1739'
 LZ1739'THERE WAS NO SUITABLE PLACE TO SET AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0282 ***********************************************************************
 MA0282  DESIGNATION -  DALE 1
 MA0282  PID         -  MA0282
 MA0282  STATE/COUNTY-  PA/CLEARFIELD
 MA0282  USGS QUAD   -  LECONTES MILLS (1986)
 MA0282
 MA0282                         *CURRENT SURVEY CONTROL
 MA0282  ___________________________________________________________________
 MA0282* NAD 83(1986)-  41 00 57.     (N)    078 18 33.     (W)     SCALED    
 MA0282* NAVD 88     -       556.795  (meters)    1826.75   (feet)  ADJUSTED  
 MA0282  ___________________________________________________________________
 MA0282  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 MA0282  DYNAMIC HT  -         556.518 (meters)    1825.84  (feet)  COMP
 MA0282  MODELED GRAV-     980,107.9   (mgal)                       NAVD 88
 MA0282
 MA0282  VERT ORDER  -  SECOND    CLASS 0
 MA0282
 MA0282.The horizontal coordinates were scaled from a topographic map and have
 MA0282.an estimated accuracy of +/- 6 seconds.
 MA0282
 MA0282.The orthometric height was determined by differential leveling
 MA0282.and adjusted by the National Geodetic Survey in June 1991..
 MA0282
 MA0282.The geoid height was determined by GEOID03.
 MA0282
 MA0282.The dynamic height is computed by dividing the NAVD 88
 MA0282.geopotential number by the normal gravity value computed on the
 MA0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0282.degrees latitude (g = 980.6199 gals.).
 MA0282
 MA0282.The modeled gravity was interpolated from observed gravity values.
 MA0282
 MA0282;                    North         East    Units  Estimated Accuracy
 MA0282;SPC PA N     -    94,460.      552,970.      MT  (+/- 180 meters Scaled)
 MA0282
 MA0282                          SUPERSEDED SURVEY CONTROL
 MA0282
 MA0282  NGVD 29 (??/??/92)  556.946  (m)         1827.25   (f) ADJ UNCH    2 0
 MA0282
 MA0282.Superseded values are not recommended for survey control.
 MA0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0282.See file dsdata.txt to determine how the superseded data were derived.
 MA0282
 MA0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF262440(NAD 83)
 MA0282_MARKER: DR = REFERENCE MARK DISK
 MA0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0282_STAMPING: DALE NO 1 1959
 MA0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0282+STABILITY: SURFACE MOTION
 MA0282
 MA0282  HISTORY     - Date     Condition        Report By
 MA0282  HISTORY     - 1959     MONUMENTED       CGS
 MA0282
 MA0282                          STATION DESCRIPTION
 MA0282
 MA0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA0282'10 MI SE FROM CLEARFIELD.
 MA0282'7.0 MILE SOUTH EAST ALONG U.S. 322 FROM THE POST OFFICE IN
 MA0282'CLEARFIELD THENCE 0.8 MILE NORTH ON STATE HY. 970 THENCE 0.75
 MA0282'MILE NORTH EAST ON BLACKTOP ROAD THENCE 1.0 MILE SOUTH EAST ON
 MA0282'GRAVEL ROAD THENCE 0.15 MILE NORTH TO TOP OF HILL THENCE 0.25
 MA0282'MILE ACROSS STRIPPINGS ON GRAVEL ROAD, ALSO-- 9.0 MILE SOUTH EAST
 MA0282'ALONG U.S. 322 FROM THE POST OFFICE IN CLEARFIELD THENCE 0.20
 MA0282'MILE EAST ON STATE HY. 153 THENCE 2.2 MILE NORTH EAST ON BLACKTOP
 MA0282'ROAD THENCE 0.80 MILE WEST ON GRAVEL ROAD THENCE 0.15 MILE NORTH
 MA0282'TO TOP OF HILL THENCE 0.25 MILE ACROSS STRIPPINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0280 ***********************************************************************
 MA0280  DESIGNATION -  DALE 2
 MA0280  PID         -  MA0280
 MA0280  STATE/COUNTY-  PA/CLEARFIELD
 MA0280  USGS QUAD   -  LECONTES MILLS (1986)
 MA0280
 MA0280                         *CURRENT SURVEY CONTROL
 MA0280  ___________________________________________________________________
 MA0280* NAD 83(1986)-  41 00 57.     (N)    078 18 33.     (W)     SCALED    
 MA0280* NAVD 88     -       556.827  (meters)    1826.86   (feet)  ADJUSTED  
 MA0280  ___________________________________________________________________
 MA0280  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 MA0280  DYNAMIC HT  -         556.549 (meters)    1825.94  (feet)  COMP
 MA0280  MODELED GRAV-     980,107.9   (mgal)                       NAVD 88
 MA0280
 MA0280  VERT ORDER  -  SECOND    CLASS 0
 MA0280
 MA0280.The horizontal coordinates were scaled from a topographic map and have
 MA0280.an estimated accuracy of +/- 6 seconds.
 MA0280
 MA0280.The orthometric height was determined by differential leveling
 MA0280.and adjusted by the National Geodetic Survey in June 1991..
 MA0280
 MA0280.The geoid height was determined by GEOID03.
 MA0280
 MA0280.The dynamic height is computed by dividing the NAVD 88
 MA0280.geopotential number by the normal gravity value computed on the
 MA0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0280.degrees latitude (g = 980.6199 gals.).
 MA0280
 MA0280.The modeled gravity was interpolated from observed gravity values.
 MA0280
 MA0280;                    North         East    Units  Estimated Accuracy
 MA0280;SPC PA N     -    94,460.      552,970.      MT  (+/- 180 meters Scaled)
 MA0280
 MA0280                          SUPERSEDED SURVEY CONTROL
 MA0280
 MA0280  NGVD 29 (??/??/92)  556.978  (m)         1827.35   (f) ADJ UNCH    2 0
 MA0280
 MA0280.Superseded values are not recommended for survey control.
 MA0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0280.See file dsdata.txt to determine how the superseded data were derived.
 MA0280
 MA0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF262440(NAD 83)
 MA0280_MARKER: DR = REFERENCE MARK DISK
 MA0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0280_STAMPING: DALE NO 2 1959
 MA0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0280+STABILITY: SURFACE MOTION
 MA0280
 MA0280  HISTORY     - Date     Condition        Report By
 MA0280  HISTORY     - 1959     MONUMENTED       CGS
 MA0280
 MA0280                          STATION DESCRIPTION
 MA0280
 MA0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA0280'10 MI SE FROM CLEARFIELD.
 MA0280'7.0 MILE SOUTH EAST ALONG U.S. 322 FROM THE POST OFFICE IN
 MA0280'CLEARFIELD THENCE 0.8 MILE NORTH ON STATE HY. 970 THENCE 0.75
 MA0280'MILE NORTH EAST ON BLACKTOP ROAD THENCE 1.0 MILE SOUTH EAST ON
 MA0280'GRAVEL ROAD THENCE 0.15 MILE NORTH TO TOP OF HILL THENCE 0.25
 MA0280'MILE ACROSS STRIPPINGS ON GRAVEL ROAD, ALSO-- 9.0 MILE SOUTH
 MA0280'EAST ALONG U.S. 322 FROM THE POST OFFICE IN CLEARFIELD THENCE 0.20
 MA0280'MILE EAST ON STATE HY. 153 THENCE 2.2 MILE NORTH EAST ON BLACKTOP
 MA0280'ROAD THENCE 0.80 MILE WEST ON GRAVEL ROAD THENCE 0.15 MILE NORTH
 MA0280'TO TOP OF HILL THENCE 0.25 MILE ACROSS STRIPPINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1752 ***********************************************************************
 JV1752  DESIGNATION -  DALLAS
 JV1752  PID         -  JV1752
 JV1752  STATE/COUNTY-  PA/YORK
 JV1752  USGS QUAD   -  YORK (1990)
 JV1752
 JV1752                         *CURRENT SURVEY CONTROL
 JV1752  ___________________________________________________________________
 JV1752* NAD 83(1992)-  39 55 53.90210(N)    076 41 26.07220(W)     ADJUSTED  
 JV1752* NAVD 88     -       195.603  (meters)     641.74   (feet)  ADJUSTED  
 JV1752  ___________________________________________________________________
 JV1752  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 JV1752  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JV1752  DYNAMIC HT  -         195.503 (meters)     641.41  (feet)  COMP
 JV1752  MODELED GRAV-     980,107.6   (mgal)                       NAVD 88
 JV1752
 JV1752  HORZ ORDER  -  SECOND
 JV1752  VERT ORDER  -  SECOND    CLASS 0
 JV1752
 JV1752.The horizontal coordinates were established by classical geodetic methods
 JV1752.and adjusted by the National Geodetic Survey in June 2002..
 JV1752
 JV1752.The orthometric height was determined by differential leveling
 JV1752.and adjusted by the National Geodetic Survey in June 1991..
 JV1752
 JV1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV1752
 JV1752.The geoid height was determined by GEOID03.
 JV1752
 JV1752.The dynamic height is computed by dividing the NAVD 88
 JV1752.geopotential number by the normal gravity value computed on the
 JV1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1752.degrees latitude (g = 980.6199 gals.).
 JV1752
 JV1752.The modeled gravity was interpolated from observed gravity values.
 JV1752
 JV1752;                    North         East     Units Scale Factor Converg.
 JV1752;SPC PA S     -    66,975.994   690,556.337   MT  1.00000027   +0 41 14.5
 JV1752;SPC PA S     -   219,737.07  2,265,600.25   sFT  1.00000027   +0 41 14.5
 JV1752;UTM  18      - 4,421,538.057   355,545.439   MT  0.99985689   -1 05 07.2
 JV1752
 JV1752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV1752!SPC PA S     -   0.99997454  x   1.00000027  =   0.99997481
 JV1752!UTM  18      -   0.99997454  x   0.99985689  =   0.99983144
 JV1752
 JV1752|---------------------------------------------------------------------|
 JV1752| PID    Reference Object                     Distance      Geod. Az  |
 JV1752|                                                           dddmmss.s |
 JV1752| JV1751 DALLAS RM 1                          16.492 METERS 03142     |
 JV1752| JV6091 YORK 2 RM 3                         APPROX. 3.6 KM 2730516.7 |
 JV1752| JV1753 DALLAS RM 2                          16.150 METERS 27954     |
 JV1752|---------------------------------------------------------------------|
 JV1752
 JV1752                          SUPERSEDED SURVEY CONTROL
 JV1752
 JV1752  NAD 83(1991)-  39 55 53.89809(N)    076 41 26.07602(W) AD(       ) 2
 JV1752  NAD 83(1986)-  39 55 53.89571(N)    076 41 26.07374(W) AD(       ) 2
 JV1752  NAD 27      -  39 55 53.53440(N)    076 41 27.20360(W) AD(       ) 2
 JV1752  NGVD 29 (??/??/??)  195.850  (m)          642.55   (f) ADJUSTED    2 0
 JV1752
 JV1752.Superseded values are not recommended for survey control.
 JV1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1752.See file dsdata.txt to determine how the superseded data were derived.
 JV1752
 JV1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK5554521538(NAD 83)
 JV1752_MARKER: DS = TRIANGULATION STATION DISK
 JV1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1752_STAMPING: DALLAS 1960
 JV1752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1752+STABILITY: SURFACE MOTION
 JV1752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV1752+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2004
 JV1752
 JV1752  HISTORY     - Date     Condition        Report By
 JV1752  HISTORY     - 1960     MONUMENTED       CGS
 JV1752  HISTORY     - 1961     GOOD             CGS
 JV1752  HISTORY     - 1966     GOOD             CGS
 JV1752  HISTORY     - 20040807 GOOD             GEOCAC
 JV1752
 JV1752                          STATION DESCRIPTION
 JV1752
 JV1752'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 JV1752'THE STATION IS LOCATED ON A LOW BANK ABOUT 0.08 MILE SOUTH OF THE
 JV1752'JUNCTION OF U.S. HIGHWAY 111, STATE HIGHWAY 24 AND 74
 JV1752'ALONG THE EAST RIGHT-OF-WAY OF HIGHWAY 111, 3.0 MILES SOUTHEAST OF
 JV1752'YORK, 3.0 MILES NORTHWEST OF DALLASTOWN AND ON
 JV1752'PROPERTY OWNED BY THE PENNSYLVANIA DEPARTMENT OF HIGHWAYS.
 JV1752'
 JV1752'THE STATION MARK, IS A STANDARD DISK STAMPED DALLAS 1960, SET IN TOP
 JV1752'OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH ABOVE THE
 JV1752'GROUND SURFACE.  IT IS 137.0 FEET SOUTH-SOUTHEAST OF THE CENTER LINE
 JV1752'OF THE NORTH BOUND LANE OF U.S. HIGHWAY 111, 18.0 FEET
 JV1752'NORTH-NORTHEAST OF A GROUP OF SMALL WILD CHERRY TREES, 5.1 FEET
 JV1752'NORTH-NORTHWEST OF A STANDARD METAL WITNESS POST AND MARKER
 JV1752'AND ABOUT 10.0 FEET HIGHER THAN THE HIGHWAY.
 JV1752'
 JV1752'REFERENCE MARK 1, IS A STANDARD DISK STAMPED DALLAS NO 1 1960, SET IN
 JV1752'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 JV1752'ABOVE THE GROUND SURFACE.  IT IS 119.0 FEET EAST-SOUTHEAST OF THE
 JV1752'CENTER LINE OF THE NORTH BOUND LANE OF HIGHWAY 111, 56.4 FEET
 JV1752'NORTH-NORTHEAST OF THE WITNESS POST, 36.3 FEET NORTH-NORTHWEST OF A
 JV1752'6-INCH WILD CHERRY TREE AND ABOUT 1 FOOT LOWER THAN THE
 JV1752'STATION MARK.
 JV1752'
 JV1752'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DALLAS NO 2 1960, SET IN
 JV1752'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH
 JV1752'ABOVE THE GROUND SURFACE.  IT IS 94.9 FEET SOUTH-SOUTHEAST OF THE
 JV1752'CENTER LINE OF THE NORTH BOUND LANE OF HIGHWAY 111, 56.0 FEET
 JV1752'WEST OF THE WITNESS POST, 49.9 FEET WEST-NORTHWEST OF THE GROUP OF
 JV1752'SMALL WILD CHERRY TREES AND ABOUT 1 FOOT LOWER THAN THE STATION
 JV1752'MARK.
 JV1752'
 JV1752'HEIGHT OF LIGHT ABOVE STATION MARK 1.01 METERS.
 JV1752
 JV1752                          STATION RECOVERY (1961)
 JV1752
 JV1752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JV1752'1 MI N FROM SPRY.
 JV1752'0.1 MILE SOUTH OF THE INTERCHANGE BRIDGE OF INTERSTATE HIGHWAY
 JV1752'83 (U.S. HIGHWAY 111) AT THE JUNCTION OF STATE HIGHWAY 74 AND
 JV1752'U.S. HIGHWAY 24 ABOUT 1.0 MILE NORTH OF SPRY, SET IN TOP OF A
 JV1752'SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND,
 JV1752'APPROXIMATELY 200.0 FEET EAST OF THE CENTERLINE OF THE NORTH
 JV1752'BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 83 (U.S. HIGHWAY 111),
 JV1752'37.0 FEET EAST OF THE EAST EDGE OF A CUT BANK, 20.0 FEET ABOVE
 JV1752'THE LEVEL OF THE HIGHWAY AND 5.2 FEET WEST OF A STANDARD METAL
 JV1752'WITNESS POST AND MARKER.
 JV1752
 JV1752                          STATION RECOVERY (1966)
 JV1752
 JV1752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 JV1752'THE STATION, REFERENCE MARKS 1 AND 2 RECOVERED AS DESCRIBED IN 1960.
 JV1752'THE DESCRIPTION IS ADEQUATE WITH THE EXCEPTION THAT
 JV1752'U.S. HIGHWAY 111 IS NOW INTERSTATE HIGHWAY 83.
 JV1752'
 JV1752'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 JV1752
 JV1752                          STATION RECOVERY (2004)
 JV1752
 JV1752'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 JV1752'STATION IS ALONG A FENCELINE AND IS 43.5 FEET NORTHEAST OF THE WEST
 JV1752'FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2773 ***********************************************************************
 LY2773  DESIGNATION -  DALLAS
 LY2773  PID         -  LY2773
 LY2773  STATE/COUNTY-  PA/LUZERNE
 LY2773  USGS QUAD   -  KINGSTON (1983)
 LY2773
 LY2773                         *CURRENT SURVEY CONTROL
 LY2773  ___________________________________________________________________
 LY2773* NAD 83(1992)-  41 21 44.75953(N)    075 58 38.73551(W)     ADJUSTED  
 LY2773* NAVD 88     -       515.     (meters)    1690.     (feet)  SCALED    
 LY2773  ___________________________________________________________________
 LY2773  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 LY2773  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 LY2773
 LY2773  HORZ ORDER  -  FIRST
 LY2773
 LY2773.The horizontal coordinates were established by classical geodetic methods
 LY2773.and adjusted by the National Geodetic Survey in June 2002..
 LY2773
 LY2773.The orthometric height was scaled from a topographic map.
 LY2773
 LY2773.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2773
 LY2773.The geoid height was determined by GEOID03.
 LY2773
 LY2773;                    North         East     Units Scale Factor Converg.
 LY2773;SPC PA N     -   134,311.935   748,299.185   MT  0.99995730   +1 10 21.5
 LY2773;SPC PA N     -   440,655.07  2,455,044.91   sFT  0.99995730   +1 10 21.5
 LY2773;UTM  18      - 4,579,452.678   418,248.362   MT  0.99968225   -0 38 45.4
 LY2773
 LY2773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2773!SPC PA N     -   0.99992421  x   0.99995730  =   0.99988152
 LY2773!UTM  18      -   0.99992421  x   0.99968225  =   0.99960649
 LY2773
 LY2773:                Primary Azimuth Mark                     Grid Az
 LY2773:SPC PA N     -  BALD 2                                   066 55 05.2
 LY2773:UTM  18      -  BALD 2                                   068 44 12.1
 LY2773
 LY2773|---------------------------------------------------------------------|
 LY2773| PID    Reference Object                     Distance      Geod. Az  |
 LY2773|                                                           dddmmss.s |
 LY2773| LY2765 BALD 2                              APPROX.20.3 KM 0680526.7 |
 LY2773| LY2771 DALLAS MISECORDIA SCHOOL STACK      APPROX. 2.9 KM 1650744.8 |
 LY2773| CB3937 DALLAS RM 1                          54.550 METERS 21415     |
 LY2773| LY2772 HARVEY FIRE TOWER                    47.305 METERS 21725     |
 LY2773| CB3938 DALLAS RM 2                          18.626 METERS 31009     |
 LY2773|---------------------------------------------------------------------|
 LY2773
 LY2773                          SUPERSEDED SURVEY CONTROL
 LY2773
 LY2773  NAD 83(1986)-  41 21 44.75921(N)    075 58 38.73667(W) AD(       ) 1
 LY2773  NAD 27      -  41 21 44.47400(N)    075 58 40.01700(W) AD(       ) 1
 LY2773
 LY2773.Superseded values are not recommended for survey control.
 LY2773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2773.See file dsdata.txt to determine how the superseded data were derived.
 LY2773
 LY2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL1824879453(NAD 83)
 LY2773_MARKER: Z = SEE DESCRIPTION
 LY2773_SETTING: 0 = UNSPECIFIED SETTING
 LY2773
 LY2773  HISTORY     - Date     Condition        Report By
 LY2773  HISTORY     - 1929     MONUMENTED       CGS
 LY2773  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LY2773  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LY2773  HISTORY     - 1968     SEE DESCRIPTION  USGS
 LY2773
 LY2773                          STATION DESCRIPTION
 LY2773
 LY2773'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 LY2773'STATION IS ABOUT 2 MILES NW OF DALLAS, AND 1 MILE S OF KUNKLE, ON A
 LY2773'HIGH WOODED HILL WHICH IS OCCUPIED BY THE HARVEY FOREST LOOKOUT
 LY2773'TOWER.  THE LAND IS OWNED BY THE IREM TEMPLE COUNTRY CLUB, WHICH IS
 LY2773'LOCATED AT THE SE FOOT OF THE HILL.  THE STATION IS ON THE NORTHERN
 LY2773'EXTREMITY OF THE FLAT GROUND ON TOP OF THE HILL, AND IS 47.3 METERS
 LY2773'NE OF THE CENTER OF THE LOOKOUT TOWER.
 LY2773'
 LY2773'THE STATION MARK IS A STANDARD BRONZE DISK IN A FLAT ROCK FLUSH WITH
 LY2773'THE SURFACE.
 LY2773'
 LY2773'REFERENCE MARK NO.1, A STANDARD BRONZE DISK IN A LARGE FLAT BOULDER
 LY2773'ON THE S SIDE OF THE FOREST RANGERS CABIN, IS SW OF THE STATION AND
 LY2773'5 METERS S OF THE LOOKOUT TOWER.  REFERENCE MARK NO.2, A STANDARD
 LY2773'BRONZE DISK IN A LARGE IRREGULAR- SHAPED BOULDER ON SHOULDER OF
 LY2773'RIDGE, IS NW OF STATION.
 LY2773'
 LY2773'TO REACH FROM TUNKHANNOCK BY ROUTE 92 TOWARD WILKES BARRE, ABOUT 15
 LY2773'MILES TO KUNKLE.  KEEP LEFT FORK, WHICH IS ROUTE 92, TOWARD DALLAS
 LY2773'1.5 MILES TO A ROAD LEADING TO THE RIGHT AT THE TOP OF THE GRADE.
 LY2773'THIS IS THE SECOND OF TWO ROADS CLOSE TOGETHER, THE FIRST BEING A
 LY2773'PRIVATE ROAD.  FOLLOW THIS ROAD SW 1/2 MILE TO THE IREM TEMPLE CLUB
 LY2773'GROUNDS.  AT THE INTERSECTION WITH THE BLACK MACADAM ROAD,
 LY2773'TURN RIGHT ON THE MACADAM, AND FOLLOW UP HILL 200 YARDS TO THE
 LY2773'CLUBHOUSE, AND TO THE LEFT AND ABOVE THE DANCE PAVILION TO THE
 LY2773'PICNIC GROUNDS, THENCE BEAR LEFT TO THE LOOKOUT TOWER.
 LY2773'
 LY2773'HEIGHT OF SIGNAL ABOVE STATION MARK - 12 METERS.
 LY2773
 LY2773                          STATION RECOVERY (1934)
 LY2773
 LY2773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JB)
 LY2773'STATION RECOVERED AS DESCRIBED AND THE ORIGINAL DESCRIPTION WAS FOUND
 LY2773'TO FIT.  A MEASUREMENT WAS TAKEN TO THE NE CORNER OF THE FIRE
 LY2773'RANGERS HOUSE.  STATION IS 40.75 METERS NE OF THE POINT.  THERE WAS
 LY2773'NO AZIMUTH MARK, BUT THE CROSS OVER THE MAIN ENTRANCE OF THE
 LY2773'MISECORIDA PRIVATE SCHOOL IN DALLAS WAS OBSERVED FOR AZIMUTH.
 LY2773
 LY2773                          STATION RECOVERY (1934)
 LY2773
 LY2773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JSB)
 LY2773'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.  ORIGINAL
 LY2773'DESCRIPTION ADEQUATE.
 LY2773'
 LY2773'TO REACH FROM S, GO TO DALLAS.  FROM THE JUNCTION OF STATE ROUTES 415
 LY2773'AND 92 IN DALLAS, GO NW ON ROUTE 92 FOR 1.2 MILES TO ROAD FORKS AT
 LY2773'SIGN IREM TEMPLE COUNTRY CLUB.  HERE TAKE LEFT FORK AND GO 1.0 MILE
 LY2773'TO CLUB HOUSE AND DANCE PAVILION.  PASS ALONG N SIDE OF PAVILION ON
 LY2773'DIRT ROAD AND GO 0.4 MILE TO T-INTERSECTION AT SIGN PICNIC GROUNDS
 LY2773'(RIGHT) AND SCENIC TRAILS (LEFT).  TURN LEFT AND GO 0.1 MILE TO
 LY2773'ROAD FORKS.  HERE TAKE LEFT FORK AND GO 0.7 MILE TO FIRE TOWER AND
 LY2773'STATION.
 LY2773
 LY2773                          STATION RECOVERY (1968)
 LY2773
 LY2773'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (AIM)
 LY2773'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1352 ***********************************************************************
 LY1352  DESIGNATION -  DALLAS RESET 1957
 LY1352  PID         -  LY1352
 LY1352  STATE/COUNTY-  PA/LUZERNE
 LY1352  USGS QUAD   -  KINGSTON (1983)
 LY1352
 LY1352                         *CURRENT SURVEY CONTROL
 LY1352  ___________________________________________________________________
 LY1352* NAD 83(1986)-  41 20 08.     (N)    075 57 46.     (W)     SCALED    
 LY1352* NAVD 88     -       343.47   (+/-2cm)    1126.9    (feet)  VERTCON   
 LY1352  ___________________________________________________________________
 LY1352  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 LY1352
 LY1352  VERT ORDER  -  THIRD (See Below)
 LY1352
 LY1352.The horizontal coordinates were scaled from a topographic map and have
 LY1352.an estimated accuracy of +/- 6 seconds.
 LY1352
 LY1352.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY1352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY1352.The vertical order pertains to the NGVD 29 superseded value.
 LY1352
 LY1352.The geoid height was determined by GEOID03.
 LY1352
 LY1352;                    North         East    Units  Estimated Accuracy
 LY1352;SPC PA N     -   131,350.      749,590.      MT  (+/- 180 meters Scaled)
 LY1352
 LY1352                          SUPERSEDED SURVEY CONTROL
 LY1352
 LY1352  NGVD 29 (??/??/??)  343.67   (m)         1127.5    (f) RESET       3  
 LY1352
 LY1352.Superseded values are not recommended for survey control.
 LY1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1352.See file dsdata.txt to determine how the superseded data were derived.
 LY1352
 LY1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL194764(NAD 83)
 LY1352_MARKER: DB = BENCH MARK DISK
 LY1352_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LY1352_SP_SET: GRANITE STEP
 LY1352_STAMPING: DALLAS RESET 1957
 LY1352_MARK LOGO: CGS   
 LY1352_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY1352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY1352+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2006
 LY1352
 LY1352  HISTORY     - Date     Condition        Report By
 LY1352  HISTORY     - 1957     MONUMENTED       CGS
 LY1352  HISTORY     - 1962     GOOD             NGS
 LY1352  HISTORY     - 19990906 GOOD             NGS
 LY1352  HISTORY     - 20060702 GOOD             GEOCAC
 LY1352
 LY1352                          STATION DESCRIPTION
 LY1352
 LY1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 LY1352'AT DALLAS.
 LY1352'AT DALLAS, LUZERNE COUNTY, ABOUT 160 FEET SOUTH OF THE LEHIGH
 LY1352'VALLEY RAILROAD STATION, AT THE FIRST NATIONAL BANK OF DALLAS,
 LY1352'LOCATED ON MAIN STREET (STATE HIGHWAY 92), IN A WINDOW SILL,
 LY1352'20 FEET NORTHWEST OF THE MAIN ENTRANCE, 6 FEET SOUTHEAST OF THE
 LY1352'NORTHWEST CORNER OF THE BUILDING FACING MAIN STREET, AND ABOUT 1.5
 LY1352'FEET ABOVE THE GROUND.  NOTE-- THIS MARK WAS MOVED APPROXIMATELY 6
 LY1352'FEET FROM THE ORIGINAL, IT WAS SET AT THE SAME ELEVATION.
 LY1352
 LY1352                          STATION RECOVERY (1999)
 LY1352
 LY1352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 LY1352'ANOTHER ALIAS IS SCRANTON-DALLAS. STATION IS AT UNITED PENNSYLVANIA
 LY1352'BANK IN DALLAS, PENNSYLVANIA, A BOROUGH OF WILKES-BARRE.  STATION IS
 LY1352'16.6 MI (26.7 KM) WSW OF FEDERAL BUILDING IN SCRANTON, PENNSYLVANIA,
 LY1352'AND ABOUT 75 M (246.1 FT) WEST OF DALLAS POST OFFICE.  TO ACCESS FROM
 LY1352'EXIT 45 OF INTERSTATE 81 TAKE PA ROUTE 309 NORTH TO DALLAS (SPRING
 LY1352'STREET TO LEFT ONTO KIDDER STREET, TO RIGHT ON CONYNGHAM STREET, TO
 LY1352'RIGHT ON MEMORIAL HIGHWAY) .  AT 12.5 MI (20.1 KM) FROM I-81 CONTINUE
 LY1352'STRAIGHT ONTO PA ROUTE 415 (MEMORIAL HIGHWAY) .  GO 0.5 MI (0.8 KM) TO
 LY1352'5-WAY INTERSECTION. STATION IS ABOUT 40 M (131.2 FT) SOUTHEAST ALONG
 LY1352'MAIN STREET FROM INTERSECTION.  STATION IS ON GRANITE DOOR STEP AT
 LY1352'FRONT (NORTHEAST) DOOR OF BANK.  STATION IS 7.8 M (25.6 FT) NW OF EAST
 LY1352'CORNER AND 1.7 M (5.6 FT) SOUTHEAST OF NORTH CORNER OF OLD PART OF
 LY1352'BANK BUILDING AND ABOUT 8.7 M (28.5 FT) SE OF TWO MAILBOXES AND UNDER
 LY1352'A CLOCK/THERMOMETER MARQUE.  DISK IS CEMENTED INTO GRANITE STEP.
 LY1352
 LY1352                          STATION RECOVERY (2006)
 LY1352
 LY1352'RECOVERY NOTE BY GEOCACHING 2006 (BB)
 LY1352'MARK NOW IS STEP LEADING TO THE MAIN ENTRANCE OF BANK BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1751 ***********************************************************************
 JV1751  DESIGNATION -  DALLAS RM 1
 JV1751  PID         -  JV1751
 JV1751  STATE/COUNTY-  PA/YORK
 JV1751  USGS QUAD   -  YORK (1990)
 JV1751
 JV1751                         *CURRENT SURVEY CONTROL
 JV1751  ___________________________________________________________________
 JV1751* NAD 83(1986)-  39 55 53.     (N)    076 41 26.     (W)     SCALED    
 JV1751* NAVD 88     -       195.235  (meters)     640.53   (feet)  ADJUSTED  
 JV1751  ___________________________________________________________________
 JV1751  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JV1751  DYNAMIC HT  -         195.135 (meters)     640.21  (feet)  COMP
 JV1751  MODELED GRAV-     980,107.6   (mgal)                       NAVD 88
 JV1751
 JV1751  VERT ORDER  -  SECOND    CLASS 0
 JV1751
 JV1751.The horizontal coordinates were scaled from a topographic map and have
 JV1751.an estimated accuracy of +/- 6 seconds.
 JV1751
 JV1751.The orthometric height was determined by differential leveling
 JV1751.and adjusted by the National Geodetic Survey in June 1991..
 JV1751
 JV1751.The geoid height was determined by GEOID03.
 JV1751
 JV1751.The dynamic height is computed by dividing the NAVD 88
 JV1751.geopotential number by the normal gravity value computed on the
 JV1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1751.degrees latitude (g = 980.6199 gals.).
 JV1751
 JV1751.The modeled gravity was interpolated from observed gravity values.
 JV1751
 JV1751;                    North         East    Units  Estimated Accuracy
 JV1751;SPC PA S     -    66,950.      690,560.      MT  (+/- 180 meters Scaled)
 JV1751
 JV1751                          SUPERSEDED SURVEY CONTROL
 JV1751
 JV1751  NGVD 29 (??/??/??)  195.482  (m)          641.34   (f) ADJUSTED    2 0
 JV1751
 JV1751.Superseded values are not recommended for survey control.
 JV1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1751.See file dsdata.txt to determine how the superseded data were derived.
 JV1751
 JV1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK555215(NAD 83)
 JV1751_MARKER: DR = REFERENCE MARK DISK
 JV1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1751_STAMPING: DALLAS NO 1 1960
 JV1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1751+STABILITY: SURFACE MOTION
 JV1751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV1751+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2004
 JV1751
 JV1751  HISTORY     - Date     Condition        Report By
 JV1751  HISTORY     - 1960     MONUMENTED       CGS
 JV1751  HISTORY     - 1961     GOOD             CGS
 JV1751  HISTORY     - 20040807 GOOD             GEOCAC
 JV1751
 JV1751                          STATION DESCRIPTION
 JV1751
 JV1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JV1751'1 MI N FROM SPRY.
 JV1751'0.1 MILE SOUTH OF THE INTERCHANGE BRIDGE OF INTERSTATE HIGHWAY
 JV1751'83 (U.S. HIGHWAY 111) AT THE JUNCTION OF STATE HIGHWAY 74 AND
 JV1751'U.S. HIGHWAY 24 ABOUT 1.0 MILE NORTH OF SPRY, SET IN TOP OF A
 JV1751'SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE
 JV1751'GROUND, APPROXIMATELY 200.0 FEET EAST OF THE CENTERLINE OF THE
 JV1751'NORTH BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 83 (U.S. HIGHWAY
 JV1751'111), 54.1 FEET NORTHWEST OF THE STATION MARK, 20.0 FEET ABOVE THE
 JV1751'LEVEL OF THE HIGHWAY 5.6 FEET NORTHWEST OF A STANDARD METAL
 JV1751'WITNESS POST AND MARKER AND 2.0 FEET EAST OF THE EAST EDGE OF A
 JV1751'CUT BANK.
 JV1751
 JV1751                          STATION RECOVERY (2004)
 JV1751
 JV1751'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 JV1751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1753 ***********************************************************************
 JV1753  DESIGNATION -  DALLAS RM 2
 JV1753  PID         -  JV1753
 JV1753  STATE/COUNTY-  PA/YORK
 JV1753  USGS QUAD   -  YORK (1990)
 JV1753
 JV1753                         *CURRENT SURVEY CONTROL
 JV1753  ___________________________________________________________________
 JV1753* NAD 83(1986)-  39 55 53.     (N)    076 41 26.     (W)     SCALED    
 JV1753* NAVD 88     -       195.193  (meters)     640.40   (feet)  ADJUSTED  
 JV1753  ___________________________________________________________________
 JV1753  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JV1753  DYNAMIC HT  -         195.092 (meters)     640.06  (feet)  COMP
 JV1753  MODELED GRAV-     980,107.6   (mgal)                       NAVD 88
 JV1753
 JV1753  VERT ORDER  -  SECOND    CLASS 0
 JV1753
 JV1753.The horizontal coordinates were scaled from a topographic map and have
 JV1753.an estimated accuracy of +/- 6 seconds.
 JV1753
 JV1753.The orthometric height was determined by differential leveling
 JV1753.and adjusted by the National Geodetic Survey in June 1991..
 JV1753
 JV1753.The geoid height was determined by GEOID03.
 JV1753
 JV1753.The dynamic height is computed by dividing the NAVD 88
 JV1753.geopotential number by the normal gravity value computed on the
 JV1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1753.degrees latitude (g = 980.6199 gals.).
 JV1753
 JV1753.The modeled gravity was interpolated from observed gravity values.
 JV1753
 JV1753;                    North         East    Units  Estimated Accuracy
 JV1753;SPC PA S     -    66,950.      690,560.      MT  (+/- 180 meters Scaled)
 JV1753
 JV1753                          SUPERSEDED SURVEY CONTROL
 JV1753
 JV1753  NGVD 29 (??/??/??)  195.439  (m)          641.20   (f) ADJUSTED    2 0
 JV1753
 JV1753.Superseded values are not recommended for survey control.
 JV1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1753.See file dsdata.txt to determine how the superseded data were derived.
 JV1753
 JV1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK555215(NAD 83)
 JV1753_MARKER: DR = REFERENCE MARK DISK
 JV1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1753_STAMPING: DALLAS NO 2 1960
 JV1753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1753+STABILITY: SURFACE MOTION
 JV1753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV1753+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2004
 JV1753
 JV1753  HISTORY     - Date     Condition        Report By
 JV1753  HISTORY     - 1960     MONUMENTED       CGS
 JV1753  HISTORY     - 1961     GOOD             CGS
 JV1753  HISTORY     - 20040807 GOOD             GEOCAC
 JV1753
 JV1753                          STATION DESCRIPTION
 JV1753
 JV1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JV1753'1 MI N FROM SPRY.
 JV1753'0.1 MILE SOUTH OF THE INTERCHANGE BRIDGE OF INTERSTATE
 JV1753'HIGHWAY 83 (U.S. HIGHWAY 111) AT THE JUNCTION OF STATE
 JV1753'HIGHWAY 74 AND U.S. HIGHWAY 24 WHICH IS ABOUT 1.0 MILE NORTH OF
 JV1753'SPRY, SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 JV1753'THE SURFACE OF THE GROUND, APPROXIMATELY 200.0 FEET EAST OF THE
 JV1753'CENTERLINE OF THE NORTH BOUND TRAFFIC LANE OF INTERSTATE
 JV1753'HIGHWAY 83 (U.S. HIGHWAY 111), 56.6 FEET SOUTHWEST OF A
 JV1753'STANDARD METAL WITNESS POST AND MARKER, 52.9 FEET SOUTHWEST OF
 JV1753'THE STATION MARK, 20.0 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 JV1753'3.0 FEET EAST OF THE EAST EDGE OF A CUT BANK.
 JV1753
 JV1753                          STATION RECOVERY (2004)
 JV1753
 JV1753'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 JV1753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV6073 ***********************************************************************
 JV6073  DESIGNATION -  DALLASTOWN BELL TEL MICROWAVE
 JV6073  PID         -  JV6073
 JV6073  STATE/COUNTY-  PA/YORK
 JV6073  USGS QUAD   -  RED LION (1973)
 JV6073
 JV6073                         *CURRENT SURVEY CONTROL
 JV6073  ___________________________________________________________________
 JV6073* NAD 83(1992)-  39 54 43.05482(N)    076 37 15.65603(W)     ADJUSTED  
 JV6073* NAVD 88     -                                                        
 JV6073  ___________________________________________________________________
 JV6073  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 JV6073  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 JV6073
 JV6073  HORZ ORDER  -  THIRD
 JV6073
 JV6073.The horizontal coordinates were established by classical geodetic methods
 JV6073.and adjusted by the National Geodetic Survey in June 2002..
 JV6073
 JV6073
 JV6073.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV6073
 JV6073.The geoid height was determined by GEOID03.
 JV6073
 JV6073;                    North         East     Units Scale Factor Converg.
 JV6073;SPC PA S     -    64,864.729   696,529.736   MT  1.00000341   +0 43 56.9
 JV6073;SPC PA S     -   212,810.37  2,285,197.98   sFT  1.00000341   +0 43 56.9
 JV6073;UTM  18      - 4,419,243.376   361,449.752   MT  0.99983632   -1 02 24.8
 JV6073
 JV6073                          SUPERSEDED SURVEY CONTROL
 JV6073
 JV6073  NAD 83(1991)-  39 54 43.05090(N)    076 37 15.66058(W) AD(       ) 4
 JV6073  NAD 83(1986)-  39 54 43.04825(N)    076 37 15.65847(W) AD(       ) 4
 JV6073  NAD 27      -  39 54 42.68800(N)    076 37 16.80400(W) AD(       ) 3
 JV6073
 JV6073.Superseded values are not recommended for survey control.
 JV6073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV6073.See file dsdata.txt to determine how the superseded data were derived.
 JV6073
 JV6073_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK6145019243(NAD 83)
 JV6073_MARKER: 44 = MICROWAVE MAST
 JV6073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV6073+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2004
 JV6073
 JV6073  HISTORY     - Date     Condition        Report By
 JV6073  HISTORY     - 1960     FIRST OBSERVED   CGS
 JV6073  HISTORY     - 1965     GOOD             USN
 JV6073  HISTORY     - 20041008 GOOD             GEOCAC
 JV6073
 JV6073                          STATION DESCRIPTION
 JV6073
 JV6073'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 JV6073'THE STATION IS THE APEX AND CENTER OF THE MICRO-WAVE MAST. LOCATED
 JV6073'ABOUT 1.0 MILE NORTH-NORTHEAST OF DALLASTOWN.  IT IS
 JV6073'CONCTRUCTED OF 4-STEEL LEGS WITH A 15-FOOT SQUARE GRAY BUILDING
 JV6073'MOUNTED AT THEIR APEX. THE BASE OF THE MAST IS 30 FOOT SQUARE,
 JV6073'THERE IS A SQUARE CONCRETE BLOCK HOUSE AT THE BASE OF THE MAST. THE
 JV6073'OVERALL HEIGHT OF THE STRUCTURE IS APPROXIMATELY 120.0
 JV6073'FEET.
 JV6073
 JV6073                          STATION RECOVERY (1965)
 JV6073
 JV6073'RECOVERY NOTE BY US NAVY 1965
 JV6073'STATION WAS RECOVERED.
 JV6073
 JV6073                          STATION RECOVERY (2004)
 JV6073
 JV6073'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 JV6073'TOP OF BUILDING HAS A CIRCULAR VENT THAT IS ASSUMED TO BE THE STATION.
 JV6073'TOWER DOES NOT HAVE TYPICAL MICROWAVE EQUIPMENT MOUNTED ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3163 ***********************************************************************
 KW3163  DESIGNATION -  DALMATIA
 KW3163  PID         -  KW3163
 KW3163  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW3163  USGS QUAD   -  DALMATIA (1969)
 KW3163
 KW3163                         *CURRENT SURVEY CONTROL
 KW3163  ___________________________________________________________________
 KW3163* NAD 83(1992)-  40 38 15.16938(N)    076 55 19.04343(W)     ADJUSTED  
 KW3163* NAVD 88     -       306.3    (meters)    1005.     (feet)  VERTCON   
 KW3163  ___________________________________________________________________
 KW3163  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 KW3163  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KW3163
 KW3163  HORZ ORDER  -  SECOND
 KW3163
 KW3163.The horizontal coordinates were established by classical geodetic methods
 KW3163.and adjusted by the National Geodetic Survey in June 2002..
 KW3163
 KW3163.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW3163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW3163
 KW3163.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3163
 KW3163.The geoid height was determined by GEOID03.
 KW3163
 KW3163;                    North         East     Units Scale Factor Converg.
 KW3163;SPC PA N     -    52,628.563   670,050.182   MT  1.00004875   +0 32 52.0
 KW3163;SPC PA N     -   172,665.54  2,198,322.97   sFT  1.00004875   +0 32 52.0
 KW3163;SPC PA S     -   145,142.894   670,044.342   MT  0.99996480   +0 32 14.0
 KW3163;SPC PA S     -   476,189.64  2,198,303.81   sFT  0.99996480   +0 32 14.0
 KW3163;UTM  18      - 4,500,298.297   337,473.610   MT  0.99992514   -1 15 07.2
 KW3163
 KW3163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3163!SPC PA N     -   0.99995726  x   1.00004875  =   1.00000601
 KW3163!SPC PA S     -   0.99995726  x   0.99996480  =   0.99992206
 KW3163!UTM  18      -   0.99995726  x   0.99992514  =   0.99988241
 KW3163
 KW3163|---------------------------------------------------------------------|
 KW3163| PID    Reference Object                     Distance      Geod. Az  |
 KW3163|                                                           dddmmss.s |
 KW3163| CB3940 DALMATIA RM 1                        17.969 METERS 04919     |
 KW3163| CB3939 DALMATIA AZ MK                                     1770554.3 |
 KW3163| CB3941 DALMATIA RM 2                        15.546 METERS 23353     |
 KW3163|---------------------------------------------------------------------|
 KW3163
 KW3163                          SUPERSEDED SURVEY CONTROL
 KW3163
 KW3163  NAD 83(1986)-  40 38 15.16768(N)    076 55 19.04154(W) AD(       ) 2
 KW3163  NAD 27      -  40 38 14.86478(N)    076 55 20.13111(W) AD(       ) 2
 KW3163  NGVD 29 (07/19/86)  306.5    (m)         1006.     (f) VERT ANG       
 KW3163
 KW3163.Superseded values are not recommended for survey control.
 KW3163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3163.See file dsdata.txt to determine how the superseded data were derived.
 KW3163
 KW3163_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL3747400298(NAD 83)
 KW3163_MARKER: DS = TRIANGULATION STATION DISK
 KW3163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3163
 KW3163  HISTORY     - Date     Condition        Report By
 KW3163  HISTORY     - 1966     MONUMENTED       CGS
 KW3163
 KW3163                          STATION DESCRIPTION
 KW3163
 KW3163'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW3163'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF LIVERPOOL, ABOUT 1
 KW3163'1/4 MILES SOUTH OF DALMATIA AND ABOUT 1/2 MILE EAST OF THE
 KW3163'SUSQUEHANNA RIVER.  IT IS ON A HIGH BLUFF OVERLOOKING THE SUSQUEHANNA
 KW3163'RIVER AND THE PROPERTY IS OWNED BY MR. RALPH F. WHITNER.
 KW3163'
 KW3163'TO REACH THE STATION FROM THE BUS DEPOT IN DALMATIA, GO SOUTHERLY ON
 KW3163'STATE HIGHWAY 147 FOR 1.8 MILES TO THE AZIMUTH MARK ON
 KW3163'THE LEFT AND A FIELD ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST
 KW3163'ON A FIELD ROAD FOR ABOUT 100 FEET TO THE SOUTH EDGE OF A
 KW3163'CULTIVATED FIELD.  TURN LEFT AND GO WESTERLY ALONG THE SOUTH EDGE OF
 KW3163'THE FIELD FOR 0.2 MILE TO THE WEST EDGE OF THE FIELD AND A STEEP
 KW3163'BLUFF STRAIGHT AHEAD.  TURN RIGHT AND GO NORTHEAST ON A DIM
 KW3163'BLADED FIRE TRAIL FOR 0.25 MILE TO THE HIGHEST POINT OF A HIGH
 KW3163'BLUFF AND THE STATION.
 KW3163'
 KW3163'THE STATION MARK IS IN THE CENTER OF THE FIRE TRAIL AND 16 FEET
 KW3163'SOUTHWEST OF AN 18-INCH TREE.  THE MARK IS A STANDARD
 KW3163'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 KW3163'FLUSH WITH THE SURFACE AND IT IS STAMPED DALMATIA 1966.
 KW3163'
 KW3163'REFERENCE MARK NO. 1 IS 4 FEET NORTH OF THE CENTER OF THE FIRE TRAIL.
 KW3163'THE MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 KW3163'SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE AND IT IS
 KW3163'STAMPED DALMATIA NO 1 1966.
 KW3163'
 KW3163'REFERENCE MARK NO. 2 IS 6 FEET SOUTH OF THE CENTER OF THE FIRE TRAIL.
 KW3163'THE MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 KW3163'SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE AND IT IS
 KW3163'STAMPED DALMATIA NO 2 1966.
 KW3163'
 KW3163'THE AZIMUTH MARK IS 33.5 FEET SOUTH OF THE CENTER LINE OF STATE
 KW3163'HIGHWAY 147 AND 14.5 FEET NORTH OF A FENCE LINE.  THE MARK IS
 KW3163'A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE BACK WALL OF A CATCH
 KW3163'BASIN.  THE MARK PROJECTS 6 INCHES AND IT IS STAMPED DALMATIA
 KW3163'1966.
 KW3163'
 KW3163'HEIGHT OF LIGHT ABOVE STATION MARK 14.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1886 ***********************************************************************
 MA1886  DESIGNATION -  DALRYMPLE
 MA1886  PID         -  MA1886
 MA1886  STATE/COUNTY-  PA/WARREN
 MA1886  USGS QUAD   -  SUGAR GROVE (1975)
 MA1886
 MA1886                         *CURRENT SURVEY CONTROL
 MA1886  ___________________________________________________________________
 MA1886* NAD 83(1992)-  41 59 49.75109(N)    079 15 20.61032(W)     ADJUSTED  
 MA1886* NAVD 88     -       515.     (meters)    1690.     (feet)  SCALED    
 MA1886  ___________________________________________________________________
 MA1886  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 MA1886  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 MA1886
 MA1886  HORZ ORDER  -  SECOND
 MA1886
 MA1886.The horizontal coordinates were established by classical geodetic methods
 MA1886.and adjusted by the National Geodetic Survey in June 2002..
 MA1886
 MA1886.The orthometric height was scaled from a topographic map.
 MA1886
 MA1886.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1886
 MA1886.The geoid height was determined by GEOID03.
 MA1886
 MA1886;                    North         East     Units Scale Factor Converg.
 MA1886;SPC PA N     -   204,373.287   475,249.256   MT  1.00000799   -0 59 45.9
 MA1886;SPC PA N     -   670,514.69  1,559,213.60   sFT  1.00000799   -0 59 45.9
 MA1886;SPC NY W     -   221,996.486   294,292.693   MT  0.99997567   -0 26 59.7
 MA1886;SPC NY W     -   728,333.47    965,525.28   sFT  0.99997567   -0 26 59.7
 MA1886;UTM  17      - 4,650,931.717   644,465.515   MT  0.99985681   +1 10 02.2
 MA1886
 MA1886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1886!SPC PA N     -   0.99992445  x   1.00000799  =   0.99993244
 MA1886!SPC NY W     -   0.99992445  x   0.99997567  =   0.99990012
 MA1886!UTM  17      -   0.99992445  x   0.99985681  =   0.99978127
 MA1886
 MA1886|---------------------------------------------------------------------|
 MA1886| PID    Reference Object                     Distance      Geod. Az  |
 MA1886|                                                           dddmmss.s |
 MA1886| CX4371 DALRYMPLE RM 1                       23.515 METERS 08516     |
 MA1886| CX4370 DALRYMPLE AZ MK                                    1013539.2 |
 MA1886| CX4372 DALRYMPLE RM 2                       22.838 METERS 25037     |
 MA1886| MA1885 BOUNDARY MON 199 NY PA              197.779 METERS 34208     |
 MA1886|---------------------------------------------------------------------|
 MA1886
 MA1886                          SUPERSEDED SURVEY CONTROL
 MA1886
 MA1886  NAD 83(1996)-  41 59 49.75125(N)    079 15 20.61006(W) AD(       ) 2
 MA1886  NAD 83(1986)-  41 59 49.75239(N)    079 15 20.60893(W) AD(       ) 2
 MA1886  NAD 27      -  41 59 49.54550(N)    079 15 21.42701(W) AD(       ) 2
 MA1886
 MA1886.Superseded values are not recommended for survey control.
 MA1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1886.See file dsdata.txt to determine how the superseded data were derived.
 MA1886
 MA1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG4446650932(NAD 83)
 MA1886_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA1886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1886
 MA1886  HISTORY     - Date     Condition        Report By
 MA1886  HISTORY     - 1935     MONUMENTED       CGS
 MA1886  HISTORY     - 1966     SEE DESCRIPTION  CGS
 MA1886
 MA1886                          STATION DESCRIPTION
 MA1886
 MA1886'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 MA1886'THE STATION IS ON A VACANT LOT ADJOINING MR. DALRYMPLES HOME, ABOUT
 MA1886'20 METERS SOUTHEAST OF SOUTHEAST CORNER OF RESIDENCE, 10
 MA1886'METERS SOUTH OF CENTERLINE OF ROAD LEADING TO HOUSE, 9 METERS
 MA1886'SOUTHWEST OF LARGE MAPLE TREE, 16 METERS SOUTHWEST OF CENTERLINE
 MA1886'OF ROAD RUNNING NORTH AND SOUTH, 33 METERS SOUTHEAST OF LARGE BARN
 MA1886'AND 15.5 METERS EAST OF EAST OF PINE TREE.  IT IS
 MA1886'APPROXIMATELY 200 YARDS SOUTH OF STATE BOUNDARY MONUMENT NO. 199.
 MA1886'
 MA1886'TO REACH FROM WARREN, FROM THE INTERSECTION OF U.S. HIGHWAYS 6 AND 62
 MA1886'IN THE CENTER OF BUSINESS DISTRICT, GO NORTH ON HIGHWAY 62 FOR
 MA1886'7.5 MILES TO A MACADAM ROAD (LEFT) IN THE TOWN OF RUSSELL, HERE TURN
 MA1886'LEFT AND GO 6.0 MILES TO A DIRT CROSS ROAD IN THE VILLAGE
 MA1886'OF LANDER, HERE TURN RIGHT AND CONTINUE ON ROAD NO. 60126 FOR 0.55
 MA1886'MILE TO FORKS, HERE TAKE LEFT FORK AND GO 0.95 MILE TO
 MA1886'CROSSROADS.  CONTINUE STRAIGHT AHEAD FOR 0.9 MILE TO BARN ON RIGHT
 MA1886'AND MR. DALRYMPLES HOUSE AND STATION ON LEFT.
 MA1886'
 MA1886'REFERENCE MARK NO. 1 IS 23.515 METERS (77.15 FEET) EAST OF STATION,
 MA1886'29.7 METERS SOUTH OF LARGE BARN, 6 METERS SOUTHEAST OF
 MA1886'CENTERLINE OF ROAD, 16.5 METERS EAST OF LARGE OAK TREE, AND 21.4
 MA1886'METERS WEST OF POULTRY HOUSE.
 MA1886'
 MA1886'REFERENCE MARK NO. 2 IS 22.838 METERS (74.94 FEET) SOUTH OF WEST OF
 MA1886'STATION, 5.25 METERS SOUTHWEST OF SMALL OUTHOUSE, 14.6
 MA1886'METERS SOUTH OF KITCHEN, 24.9 METERS NORTHEAST OF GARAGE, AND 46.05
 MA1886'METERS WEST OF REFERENCE MARK NO. 1.
 MA1886'
 MA1886'AZIMUTH MARK IS 0.5 MILE EAST-SOUTHEAST OF STATION, 4 PACES NORTH OF
 MA1886'RAIL FENCE 60 PACES SOUTH OF ORCHARD.  IT PROJECTS ABOUT 4
 MA1886'INCHES ABOVE GROUND.
 MA1886'
 MA1886'A 90-FOOT TOWER USED AND ALL LINES CLEARED.
 MA1886'
 MA1886'A TRAVERSE TIE WAS MADE TO STATE BOUNDARY MONUMENT NO. 199, AND
 MA1886'RECORDED IN VOLUME 36, OBSERVATIONS OF HORIZONTAL
 MA1886'DIRECTIONS.
 MA1886'
 MA1886'THE BOUNDARY MONUMENT IS ABOUT 200 METERS NORTHWEST OF THE STATION, 5
 MA1886'METERS WEST OF THE CENTERLINE OF THE ROAD, ON THE
 MA1886'OUTSIDE OF A CURVE, ABOUT 50 METERS WEST OF A WHITE HOUSE.  IT
 MA1886'CONSISTS OF A STONE POST, 6 BY 12 INCHES, PROJECTING ABOUT
 MA1886'14 INCHES, WITH A CROSS IN THE TOP MARKING CENTER.  THE LETTERS PA.
 MA1886'AND N.Y. ARE CUT IN THE SIDES.  IT IS NOT VISIBLE FROM DALRYMPLE.
 MA1886'
 MA1886'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE AS DESCRIBED IN
 MA1886'NOTES 1A, 7A AND 11A.
 MA1886
 MA1886                          STATION RECOVERY (1966)
 MA1886
 MA1886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EM)
 MA1886'STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0085 ***********************************************************************
 MB0085  DESIGNATION -  DALTON
 MB0085  PID         -  MB0085
 MB0085  STATE/COUNTY-  PA/CRAWFORD
 MB0085  USGS QUAD   -  GENEVA (1990)
 MB0085
 MB0085                         *CURRENT SURVEY CONTROL
 MB0085  ___________________________________________________________________
 MB0085* NAD 83(1992)-  41 30 29.01678(N)    080 10 57.81434(W)     ADJUSTED  
 MB0085* NAVD 88     -       426.745  (meters)    1400.08   (feet)  ADJUSTED  
 MB0085  ___________________________________________________________________
 MB0085  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 MB0085  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 MB0085  DYNAMIC HT  -         426.563 (meters)    1399.48  (feet)  COMP
 MB0085  MODELED GRAV-     980,182.3   (mgal)                       NAVD 88
 MB0085
 MB0085  HORZ ORDER  -  SECOND
 MB0085  VERT ORDER  -  SECOND    CLASS 0
 MB0085
 MB0085.The horizontal coordinates were established by classical geodetic methods
 MB0085.and adjusted by the National Geodetic Survey in June 2002..
 MB0085
 MB0085.The orthometric height was determined by differential leveling
 MB0085.and adjusted by the National Geodetic Survey in June 1991..
 MB0085
 MB0085.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB0085
 MB0085.The geoid height was determined by GEOID03.
 MB0085
 MB0085.The dynamic height is computed by dividing the NAVD 88
 MB0085.geopotential number by the normal gravity value computed on the
 MB0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0085.degrees latitude (g = 980.6199 gals.).
 MB0085
 MB0085.The modeled gravity was interpolated from observed gravity values.
 MB0085
 MB0085;                    North         East     Units Scale Factor Converg.
 MB0085;SPC PA N     -   151,819.343   396,937.086   MT  0.99995809   -1 36 33.6
 MB0085;SPC PA N     -   498,093.96  1,302,284.42   sFT  0.99995809   -1 36 33.6
 MB0085;UTM  17      - 4,595,481.445   568,203.763   MT  0.99965724   +0 32 29.9
 MB0085
 MB0085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB0085!SPC PA N     -   0.99993834  x   0.99995809  =   0.99989643
 MB0085!UTM  17      -   0.99993834  x   0.99965724  =   0.99959560
 MB0085
 MB0085:                Primary Azimuth Mark                     Grid Az
 MB0085:SPC PA N     -  MEADVILLE RADIO STA WMGW MAST            004 23 59.2
 MB0085:UTM  17      -  MEADVILLE RADIO STA WMGW MAST            002 14 55.7
 MB0085
 MB0085|---------------------------------------------------------------------|
 MB0085| PID    Reference Object                     Distance      Geod. Az  |
 MB0085|                                                           dddmmss.s |
 MB0085| MB1863 MEADVILLE RADIO STA WMGW MAST       APPROX.13.6 KM 0024725.6 |
 MB0085| MB0086 DALTON RM 1                          17.680 METERS 04959     |
 MB0085| MB0084 DALTON RM 2                          23.659 METERS 15527     |
 MB0085| AJ2347 DALTON AZ MK                                       2663554.0 |
 MB0085| MB1866 ATLANTIC ATT MICROWAVE MAST         APPROX.10.6 KM 2691950.8 |
 MB0085| MB1859 GENEVA KEYSTONE ORD CEN TANK        APPROX. 5.2 KM 3135627.0 |
 MB0085| MB1857 GENEVA KEYSTONE ORD STANDPIPE       APPROX. 3.8 KM 3195318.3 |
 MB0085|---------------------------------------------------------------------|
 MB0085
 MB0085                          SUPERSEDED SURVEY CONTROL
 MB0085
 MB0085  NAD 83(1995)-  41 30 29.01981(N)    080 10 57.81781(W) AD(       ) 2
 MB0085  NAD 83(1986)-  41 30 29.02183(N)    080 10 57.81894(W) AD(       ) 2
 MB0085  NAD 27      -  41 30 28.83290(N)    080 10 58.59590(W) AD(       ) 2
 MB0085  NGVD 29 (??/??/92)  426.906  (m)         1400.61   (f) ADJ UNCH    2 0
 MB0085
 MB0085.Superseded values are not recommended for survey control.
 MB0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0085.See file dsdata.txt to determine how the superseded data were derived.
 MB0085
 MB0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF6820495481(NAD 83)
 MB0085_MARKER: DS = TRIANGULATION STATION DISK
 MB0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0085_STAMPING: DALTON 1961
 MB0085_MARK LOGO: CGS   
 MB0085_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0085+STABILITY: SURFACE MOTION
 MB0085
 MB0085  HISTORY     - Date     Condition        Report By
 MB0085  HISTORY     - 1961     MONUMENTED       CGS
 MB0085  HISTORY     - 1961     GOOD             CGS
 MB0085  HISTORY     - 1982     GOOD             NGS
 MB0085  HISTORY     - 19820621 GOOD             NGS
 MB0085
 MB0085                          STATION DESCRIPTION
 MB0085
 MB0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 MB0085'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTH OF MEADVILLE, 4-1/2
 MB0085'MILES NORTH OF SHEAKLEYVILLE, 1-3/4 MILES NORTH
 MB0085'OF THE MERCER-CRAWFORD COUNTY LINE AND ON PROPERTY OWNED BY MR.
 MB0085'LAWRENCE DALTON.
 MB0085'
 MB0085'TO REACH THE STATION FROM THE POST OFFICE IN SHEAKLEYVILLE, GO NORTH
 MB0085'ON U.S. HIGHWAY 19 FOR 2.85 MILES TO THE MERCER-CRAWFORD
 MB0085'COUNTY LINE, CONTINUE NORTH ON U.S. HIGHWAY 19 FOR 1.75 MILES TO A
 MB0085'SIDE ROAD RIGHT AND SIGN ON THE GREENWOOD METHODIST CHURCH,
 MB0085'TURN RIGHT AND GO EAST ON GRAVELED ROAD FOR 0.25 MILE TO MR. DALTONS
 MB0085'HOME ON THE RIGHT AND BARN ON THE LEFT, TURN LEFT AND GO ALONG
 MB0085'THE EAST SIDE OF BARN FOR 0.05 MILE TO A GATE, PASS THRU GATE AND
 MB0085'CONTINUE NORTH TO THE HIGHEST POINT OF HILL AND STATION.
 MB0085'
 MB0085'THE STATION, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE MONUMENT
 MB0085'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND, STAMPED
 MB0085'DALTON 1961.  IT IS 41.0 FEET WEST OF A NORTH AND SOUTH FENCE LINE
 MB0085'AND 18.4 FEET NORTH OF A 24-INCH TRIANGULAR BLAZED ELM TREE.
 MB0085'
 MB0085'REFERENCE MARK 1, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 MB0085'MONUMENT WHICH PROJECTS ABOUT 1-INCH ABOVE THE SURFACE OF
 MB0085'THE GROUND, STAMPED DALTON NO 1 1961.  IT IS SET IN THE FENCE LINE,
 MB0085'59.9 FEET NORTHEAST OF A 24-INCH TRIANGULAR BLAZED ELM TREE AND
 MB0085'IS ABOUT 2.0 FEET LOWER THAN THE STATION.
 MB0085'
 MB0085'REFERENCE MARK 2, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 MB0085'MONUMENT WHICH PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF THE
 MB0085'GROUND, STAMPED DALTON NO 2 1961.  IT IS SET IN THE FENCE LINE, 60.8
 MB0085'FEET SOUTHWEST OF A 24-INCH TRIANGULAR BLAZED ELM TREE, IS
 MB0085'ABOUT 2.0 FEET LOWER THAN THE STATION.
 MB0085'
 MB0085'AZIMUTH MARK, IS A STANDARD DISK SET IN A DRILL HOLE IN A RETAINING
 MB0085'WALL OF A CULVERT, IS ABOUT 4 INCHES ABOVE U.S. HIGHWAY 19,
 MB0085'STAMPED DALTON 1961.  IT IS 25.5 FEET EAST OF A NORTH AND SOUTH FENCE
 MB0085'LINE, 21.9 FEET WEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 MB0085'19 AND 2.8 FEET EAST OF A STANDARD METAL WITNESS POST AND MARKER.
 MB0085'
 MB0085'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN SHEAKLEYVILLE, GO
 MB0085'NORTH ON U.S. HIGHWAY 19 FOR 2.85 MILES TO THE
 MB0085'MERCER-CRAWFORD COUNTY LINE, CONTINUE NORTH ON U.S. HIGHWAY 19 FOR
 MB0085'1.85 MILES TO THE AZIMUTH MARK ON U.S. HIGHWAY 19 FOR 1.85
 MB0085'MILES TO THE AZIMUTH MARK ON THE LEFT SIDE OF ROAD.
 MB0085'
 MB0085'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 MB0085
 MB0085                          STATION RECOVERY (1961)
 MB0085
 MB0085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 MB0085'10.4 MI SW FROM MEADVILLE.
 MB0085'ABOUT 1.95 MILES WEST ALONG U.S. HIGHWAY 322 FROM THE STATE
 MB0085'HIGHWAY DEPARTMENT BUILDING IN THE SOUTH EDGE OF MEADVILLE TO THE
 MB0085'JUNCTION OF U.S. HIGHWAYS 19 AND 322, THENCE 8.5 MILES SOUTH
 MB0085'ALONG U.S. HIGHWAY 19, ALSO ABOUT 1.8 MILES NORTH ALONG U.S.
 MB0085'HIGHWAY 19 FROM THE CRAWFORD AND MERCER COUNTY LINE.  AT THE
 MB0085'INTERSECTION OF A GRAVELED ROAD AND U.S. HIGHWAY 19, THENCE
 MB0085'EAST ALONG THE GRAVELED ROAD FOR 0.25 MILE TO A SET OF FARM
 MB0085'BUILDINGS AND A DRIVEWAY ON THE NORTH SIDE OF THE ROAD, THENCE
 MB0085'NORTH THROUGH THE BARN LOTS FOR 0.15 MILE TO THE MARK, 41.0
 MB0085'FEET WEST OF A NORTH AND SOUTH FENCELINE, 18.4 FEET NORTH OF A
 MB0085'24-INCH TRIANGULAR BLAZED ELM TREE.  SET IN TOP OF A SQUARE
 MB0085'CONCRETE MONUMENT WHICH PROJECTS 1-INCH ABOVE THE SURFACE OF
 MB0085'THE GROUND.
 MB0085
 MB0085                          STATION RECOVERY (1982)
 MB0085
 MB0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MB0085'RECOVERED IN GOOD CONDITION.
 MB0085
 MB0085                          STATION RECOVERY (1982)
 MB0085
 MB0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 MB0085'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 MB0085'THE ANGLE FROM THE AZIMUTH MARK TO REFERENCE MARKS ONE AND TWO AGREED
 MB0085'WITH THE MOST RECENT INFORMATION AVAILABLE.  A LONGER DISTANCE OF
 MB0085'0.012 M (0.039 FT) WAS NOTED TO REFERENCE MARK ONE.  ALL OTHER
 MB0085'DISTANCES AND DIRECTIONS AGREED WITH THE MOST RECENT INFORMATION
 MB0085'AVAILABLE.  THE AZIMUTH MARK WAS IN THE AREA OF HIGHWAY CONSTRUCTION.
 MB0085'A NEW AZIMUTH WAS ESTABLISHED TO A NEARBY BENCH MARK WHICH IS
 MB0085'DESCRIBED LATER IN THIS TEXT.  THE OLD AZIMUTH MARK WAS THEN
 MB0085'DESTROYED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 MB0085' 
 MB0085'THE STATION IS LOCATED ABOUT 17 KM (10.55 MI) SOUTH SOUTHWEST FROM
 MB0085'MEADVILLE, 7.5 KM (4.65 MI) NORTH FROM SHEAKLEYVILLE AND 2.75 KM (1.70
 MB0085'MI) NORTH FROM THE MERCER-CRAWFORD COUNTY LINE.  OWNERSHIP-- MR AND
 MB0085'MRS CLARENCE RUMBOLD, ROUTE 2 BOX 182, COCKIANTON, PENNSYLVANIA.  TO
 MB0085'REACH THE STATION FROM THE POST OFFICE IN SHEAKLEYVILLE, GO NORTH ON
 MB0085'US HIGHWAY 19 FOR 4.7 KM (2.90 MI) TO THE MERCER-CRAWFORD COUNTY LINE.
 MB0085'CONTINUE NORTH ON US HIGHWAY 19 FOR 2.9 KM (1.80 MI) TO A SIDE ROAD
 MB0085'RIGHT. TURN RIGHT AND GO EAST ON WILLIAMS ROAD FOR 0.4 KM (0.25 MI) TO
 MB0085'A FIELD ROAD ON THE LEFT AT MR RUMBOLDS FARM.  TURN LEFT AND GO NORTH
 MB0085'ON THE FIELD ROAD FOR 0.1 KM (0.05 MI) TO THE HIGHEST POINT OF A ROCK
 MB0085'COVERED HILL AND THE STATION.
 MB0085' 
 MB0085'THE STATION IS A STANDARD CGS DISK STAMPED--DALTON 1961--, SET INTO
 MB0085'THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER,
 MB0085'FLUSH WITH GROUND.  LOCATED 51.0 FT (15.5 M) W FROM THE HIGHEST POINT
 MB0085'OF THE HILL, 582.0 FT (177.4 M) N FROM WILLIAMS ROAD 341, 63.8 FT
 MB0085'(19.4 M) SSW FROM A SMALL TREE, 83.7 FT (25.5 M) SSW FROM A WITNESS
 MB0085'POST AND 14.0 FT (4.3 M) SW FROM THE LARGEST ONE OF SEVERAL BOULDERS
 MB0085'ON THE HILL.
 MB0085' 
 MB0085'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--DALTON NO 1
 MB0085'1961--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30
 MB0085'CM) IN DIAMETER, FLUSH WITH GROUND.  LOCATED 47.5 FT (14.5 M) NE FROM
 MB0085'THE LARGEST BOULDER, 47.4 FT (14.4 M) SE FROM THE WITNESS POST, 37.0
 MB0085'FT (11.3 M) ESE FROM THE TREE, AND 1.93 FT (0.59 M) LOWER THAN THE
 MB0085'STATION.
 MB0085' 
 MB0085'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--DALTON NO 2
 MB0085'1961--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30
 MB0085'CM) IN DIAMETER, FLUSH WITH GROUND.  LOCATED 132.0 FT (40.2 M) S FROM
 MB0085'THE WITNESS POST, 89.5 FT (27.3 M) SE FROM THE LARGE BOULDER, 54.0 FT
 MB0085'(16.5 M) SW FROM THE TOP OF THE HILL, AND 1.94 FT (0.59 M) LOWER THAN
 MB0085'THE STATION.
 MB0085' 
 MB0085'AZIMUTH MARK NO 2 IS A STANDARD NGS BENCH MARK DISK STAMPED--Y 244
 MB0085'RESET 1982--, SET IN THE TOP OF A 30 CM OR 12-INCH ROUND CONCRETE POST
 MB0085'WHICH IS FLUSH WITH THE SURFACE LOCATED 41.5 FT (12.6 M) W FROM THE
 MB0085'CENTER OF US HIGHWAY 19, 21.5 FT (6.6 M) N FROM A 7-INCH ELM TREE, 3.7
 MB0085'FT (1.1 M) E FROM A WITNESS POST, AND 3.9 FT (1.2 M) E FROM A WIRE
 MB0085'FENCE.  TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN
 MB0085'SHEAKLEYVILLE, GO NORTH ON US HIGHWAY 19 FOR 4.7 KM (2.90 MI) TO THE
 MB0085'MERCER-CRAWFORD COUNTY LINE.  CONTINUE NORTH ON US HIGHWAY 19 FOR 2.9
 MB0085'KM (1.80 MI) TO WILLIAMS ROAD 341 ON THE RIGHT.  CONTINUE STRAIGHT
 MB0085'AHEAD AND GO NORTH ON US HIGHWAY 19 FOR 0.1 KM (0.05 MI) TO THE MARK
 MB0085'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0086 ***********************************************************************
 MB0086  DESIGNATION -  DALTON RM 1
 MB0086  PID         -  MB0086
 MB0086  STATE/COUNTY-  PA/CRAWFORD
 MB0086  USGS QUAD   -  GENEVA (1990)
 MB0086
 MB0086                         *CURRENT SURVEY CONTROL
 MB0086  ___________________________________________________________________
 MB0086* NAD 83(1986)-  41 30 29.     (N)    080 10 58.     (W)     SCALED    
 MB0086* NAVD 88     -       426.154  (meters)    1398.14   (feet)  ADJUSTED  
 MB0086  ___________________________________________________________________
 MB0086  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 MB0086  DYNAMIC HT  -         425.972 (meters)    1397.54  (feet)  COMP
 MB0086  MODELED GRAV-     980,182.3   (mgal)                       NAVD 88
 MB0086
 MB0086  VERT ORDER  -  SECOND    CLASS 0
 MB0086
 MB0086.The horizontal coordinates were scaled from a topographic map and have
 MB0086.an estimated accuracy of +/- 6 seconds.
 MB0086
 MB0086.The orthometric height was determined by differential leveling
 MB0086.and adjusted by the National Geodetic Survey in June 1991..
 MB0086
 MB0086.The geoid height was determined by GEOID03.
 MB0086
 MB0086.The dynamic height is computed by dividing the NAVD 88
 MB0086.geopotential number by the normal gravity value computed on the
 MB0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0086.degrees latitude (g = 980.6199 gals.).
 MB0086
 MB0086.The modeled gravity was interpolated from observed gravity values.
 MB0086
 MB0086;                    North         East    Units  Estimated Accuracy
 MB0086;SPC PA N     -   151,820.      396,930.      MT  (+/- 180 meters Scaled)
 MB0086
 MB0086                          SUPERSEDED SURVEY CONTROL
 MB0086
 MB0086  NGVD 29 (??/??/92)  426.315  (m)         1398.67   (f) ADJ UNCH    2 0
 MB0086
 MB0086.Superseded values are not recommended for survey control.
 MB0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0086.See file dsdata.txt to determine how the superseded data were derived.
 MB0086
 MB0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF681954(NAD 83)
 MB0086_MARKER: DR = REFERENCE MARK DISK
 MB0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0086_STAMPING: DALTON NO 1 1961
 MB0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0086+STABILITY: SURFACE MOTION
 MB0086
 MB0086  HISTORY     - Date     Condition        Report By
 MB0086  HISTORY     - 1961     MONUMENTED       CGS
 MB0086  HISTORY     - 1982     GOOD             NGS
 MB0086
 MB0086                          STATION DESCRIPTION
 MB0086
 MB0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0086'10.4 MI SW FROM MEADVILLE.
 MB0086'ABOUT 1.95 MILES WEST ALONG U.S. HIGHWAY 322 FROM THE STATE
 MB0086'HIGHWAY DEPARTMENT BUILDING IN THE SOUTH EDGE OF MEADVILLE TO
 MB0086'THE JUNCTION OF U.S. HIGHWAYS 19 AND 322, THENCE 8.5 MILES
 MB0086'SOUTH ALONG U.S. HIGHWAY 19, ALSO ABOUT 1.8 MILES NORTH ALONG
 MB0086'U.S. HIGHWAY 19 FROM THE CRAWFORD AND MERCER COUNTY LINE.  AT
 MB0086'THE INTERSECTION OF A GRAVELED ROAD AND U.S. HIGHWAY 19, THENCE
 MB0086'EAST ALONG THE GRAVELED ROAD FOR 0.25 MILE TO A SET OF FARM
 MB0086'BUILDINGS AND A DRIVEWAY ON THE NORTH SIDE OF THE ROAD, THENCE
 MB0086'NORTH THROUGH THE BARN LOTS FOR 0.15 MILE TO THE MARK, 59.9
 MB0086'FEET NORTHEAST OF A 24-INCH TRIANGULAR BLAZED ELM TREE, 58.0
 MB0086'FEET NORTHEAST OF THE STATION.  SET IN TOP OF A SQUARE CONCRETE
 MB0086'MONUMENT WHICH PROJECTS 1-INCH ABOVE THE SURFACE OF THE GROUND.
 MB0086
 MB0086                          STATION RECOVERY (1982)
 MB0086
 MB0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MB0086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0084 ***********************************************************************
 MB0084  DESIGNATION -  DALTON RM 2
 MB0084  PID         -  MB0084
 MB0084  STATE/COUNTY-  PA/CRAWFORD
 MB0084  USGS QUAD   -  GENEVA (1990)
 MB0084
 MB0084                         *CURRENT SURVEY CONTROL
 MB0084  ___________________________________________________________________
 MB0084* NAD 83(1986)-  41 30 29.     (N)    080 10 58.     (W)     SCALED    
 MB0084* NAVD 88     -       426.156  (meters)    1398.15   (feet)  ADJUSTED  
 MB0084  ___________________________________________________________________
 MB0084  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 MB0084  DYNAMIC HT  -         425.973 (meters)    1397.55  (feet)  COMP
 MB0084  MODELED GRAV-     980,182.3   (mgal)                       NAVD 88
 MB0084
 MB0084  VERT ORDER  -  SECOND    CLASS 0
 MB0084
 MB0084.The horizontal coordinates were scaled from a topographic map and have
 MB0084.an estimated accuracy of +/- 6 seconds.
 MB0084
 MB0084.The orthometric height was determined by differential leveling
 MB0084.and adjusted by the National Geodetic Survey in June 1991..
 MB0084
 MB0084.The geoid height was determined by GEOID03.
 MB0084
 MB0084.The dynamic height is computed by dividing the NAVD 88
 MB0084.geopotential number by the normal gravity value computed on the
 MB0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0084.degrees latitude (g = 980.6199 gals.).
 MB0084
 MB0084.The modeled gravity was interpolated from observed gravity values.
 MB0084
 MB0084;                    North         East    Units  Estimated Accuracy
 MB0084;SPC PA N     -   151,820.      396,930.      MT  (+/- 180 meters Scaled)
 MB0084
 MB0084                          SUPERSEDED SURVEY CONTROL
 MB0084
 MB0084  NGVD 29 (??/??/92)  426.316  (m)         1398.67   (f) ADJ UNCH    2 0
 MB0084
 MB0084.Superseded values are not recommended for survey control.
 MB0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0084.See file dsdata.txt to determine how the superseded data were derived.
 MB0084
 MB0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF681954(NAD 83)
 MB0084_MARKER: DR = REFERENCE MARK DISK
 MB0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0084_STAMPING: DALTON NO 2 1961
 MB0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0084+STABILITY: SURFACE MOTION
 MB0084
 MB0084  HISTORY     - Date     Condition        Report By
 MB0084  HISTORY     - 1961     MONUMENTED       CGS
 MB0084  HISTORY     - 1982     GOOD             NGS
 MB0084
 MB0084                          STATION DESCRIPTION
 MB0084
 MB0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0084'10.4 MI SW FROM MEADVILLE.
 MB0084'ABOUT 1.95 MILES WEST ALONG U.S. HIGHWAY 322 FROM THE STATE
 MB0084'HIGHWAY DEPARTMENT BUILDING IN THE SOUTH EDGE OF MEADVILLE TO
 MB0084'THE JUNCTION OF U.S. HIGHWAYS 19 AND 322, THENCE 8.5 MILES
 MB0084'SOUTH ALONG U.S. HIGHWAY 19, ALSO ABOUT 1.8 MILES NORTH ALONG
 MB0084'U.S. HIGHWAY 19 FROM THE CRAWFORD AND MERCER COUNTY LINE.  AT
 MB0084'THE INTERSECTION OF A GRAVELED ROAD AND U.S. HIGHWAY 19, THENCE
 MB0084'EAST ALONG THE GRAVELED ROAD FOR 0.25 MILE TO A SET OF FARM
 MB0084'BUILDINGS AND A DRIVEWAY ON THE NORTH SIDE OF THE ROAD, THENCE
 MB0084'NORTH THROUGH THE BARN LOTS FOR 0.15 MILE TO THE MARK, SET IN
 MB0084'A FENCELINE, 77.6 FEET SOUTH-SOUTHEAST OF THE STATION, 60.8
 MB0084'FEET SOUTHWEST OF A 24-INCH TRIANGULAR BLAZED ELM TREE.  SET
 MB0084'IN TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 2-INCHES ABOVE
 MB0084'THE SURFACE OF THE GROUND.
 MB0084
 MB0084                          STATION RECOVERY (1982)
 MB0084
 MB0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MB0084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0070 ***********************************************************************
 JV0070  DESIGNATION -  DAME PWPCO
 JV0070  PID         -  JV0070
 JV0070  STATE/COUNTY-  PA/LANCASTER
 JV0070  USGS QUAD   -  HOLTWOOD (1990)
 JV0070
 JV0070                         *CURRENT SURVEY CONTROL
 JV0070  ___________________________________________________________________
 JV0070* NAD 83(1992)-  39 49 40.03922(N)    076 19 59.21944(W)     ADJUSTED  
 JV0070* NAVD 88     -        56.946  (meters)     186.83   (feet)  ADJUSTED  
 JV0070  ___________________________________________________________________
 JV0070  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 JV0070  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JV0070  DYNAMIC HT  -          56.917 (meters)     186.74  (feet)  COMP
 JV0070  MODELED GRAV-     980,122.7   (mgal)                       NAVD 88
 JV0070
 JV0070  HORZ ORDER  -  THIRD
 JV0070  VERT ORDER  -  FIRST     CLASS II
 JV0070
 JV0070.The horizontal coordinates were established by classical geodetic methods
 JV0070.and adjusted by the National Geodetic Survey in June 2002..
 JV0070
 JV0070.The orthometric height was determined by differential leveling
 JV0070.and adjusted by the National Geodetic Survey in June 1991..
 JV0070
 JV0070.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV0070
 JV0070.The geoid height was determined by GEOID03.
 JV0070
 JV0070.The dynamic height is computed by dividing the NAVD 88
 JV0070.geopotential number by the normal gravity value computed on the
 JV0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0070.degrees latitude (g = 980.6199 gals.).
 JV0070
 JV0070.The modeled gravity was interpolated from observed gravity values.
 JV0070
 JV0070;                    North         East     Units Scale Factor Converg.
 JV0070;SPC PA S     -    55,874.960   721,293.546   MT  1.00001818   +0 55 09.4
 JV0070;SPC PA S     -   183,316.43  2,366,443.91   sFT  1.00001818   +0 55 09.4
 JV0070;SPC MD       -   240,118.905   457,095.068   MT  1.00008796   +0 25 06.8
 JV0070;SPC MD       -   787,790.11  1,499,652.74   sFT  1.00008796   +0 25 06.8
 JV0070;UTM  18      - 4,409,493.853   385,918.356   MT  0.99976022   -0 51 14.1
 JV0070
 JV0070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV0070!SPC PA S     -   0.99999625  x   1.00001818  =   1.00001443
 JV0070!SPC MD       -   0.99999625  x   1.00008796  =   1.00008421
 JV0070!UTM  18      -   0.99999625  x   0.99976022  =   0.99975647
 JV0070
 JV0070:                Primary Azimuth Mark                     Grid Az
 JV0070:SPC PA S     -  DAMY 1947                                250 10 58.3
 JV0070:SPC MD       -  DAMY 1947                                250 41 00.9
 JV0070:UTM  18      -  DAMY 1947                                251 57 21.8
 JV0070
 JV0070|---------------------------------------------------------------------|
 JV0070| PID    Reference Object                     Distance      Geod. Az  |
 JV0070|                                                           dddmmss.s |
 JV0070| JV4836 DAMY 1947                           APPROX. 0.7 KM 2510607.7 |
 JV0070|---------------------------------------------------------------------|
 JV0070
 JV0070                          SUPERSEDED SURVEY CONTROL
 JV0070
 JV0070  NAD 83(1991)-  39 49 40.03509(N)    076 19 59.22280(W) AD(       ) 3
 JV0070  NAD 83(1986)-  39 49 40.03023(N)    076 19 59.22498(W) AD(       ) 3
 JV0070  NAD 27      -  39 49 39.65900(N)    076 20 00.36800(W) AD(       ) 3
 JV0070  NGVD 29 (??/??/??)   57.198  (m)          187.66   (f) ADJUSTED    1 2
 JV0070
 JV0070.Superseded values are not recommended for survey control.
 JV0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0070.See file dsdata.txt to determine how the superseded data were derived.
 JV0070
 JV0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK8591809494(NAD 83)
 JV0070_MARKER: B = BOLT
 JV0070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV0070_SP_SET: DAM
 JV0070_STAMPING: DAME D EL
 JV0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV0070
 JV0070  HISTORY     - Date     Condition        Report By
 JV0070  HISTORY     - 1947     MONUMENTED       PWPCO
 JV0070  HISTORY     - 1955     GOOD             CGS
 JV0070  HISTORY     - 1979     GOOD             NGS
 JV0070
 JV0070                          STATION DESCRIPTION
 JV0070
 JV0070'DESCRIBED BY PENNSYLVANIA WATER AND POWER COMPANY 1947 (CRR)
 JV0070'THE STATION IS LOCATED ON THE NORTHEAST END OF HOLTWOOD DAM OF THE
 JV0070'PENNSYLVANIA WATER AND POWER CO. AND IS ALSO A STATION OF THAT
 JV0070'COMPANY.  IT IS 9 INCHES FROM ONE LEG OF A CRANE OVER A SLUICE GATE,
 JV0070'AND ONE LEG OF THS CRANE HAD TO BE CUT AWAY SLIGHTLY TO SEE STATION
 JV0070'DAMY DIRECTLY ACROSS THE RIVER.  THE MARK IS A COPPER BOLT ABOUT 3
 JV0070'INCHES ACROSS AT THE TOP, EMBEDDED IN THE CONCRETE OF THE DAM.  IT IS
 JV0070'STAMPED DAME EL. AND HAS A PUNCH MARK IN THE APPROXIMATE CENTER OF
 JV0070'IT.  REFERENCE MARKS WERE MENTIONED IN THE DESCRIPTION, BUT COULD NOT
 JV0070'BE FOUND.
 JV0070'
 JV0070'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JV0070
 JV0070                          STATION RECOVERY (1955)
 JV0070
 JV0070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 JV0070'AT HOLTWOOD.
 JV0070'AT HOLTWOOD, ON PROPERTY OF PENNSYLVANIA POWER COMPANY PLANT,
 JV0070'ABOUT 0.15 MILE SOUTHWEST OF CROSSING OF THE PENNSYLVANIA
 JV0070'RAILROAD AND POWER PLANT ENTRANCE ROAD, WEST OF WEST FACE OF
 JV0070'HYDROELECTRIC POWER HOUSE, AT THE JUNCTION OF DAM, FOREBAY WALL
 JV0070'AND SKIMMER WALL, AT THE NORTHEAST END OF DAM, IN THE TOP OF THE
 JV0070'SOUTHEAST END OF FOREBAY WALL AND IS A 1-INCH BRASS BOLT WITH 3-INCH
 JV0070'WASHER SET IN CONCRETE.
 JV0070
 JV0070                          STATION RECOVERY (1979)
 JV0070
 JV0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4836 ***********************************************************************
 JV4836  DESIGNATION -  DAMY 1947
 JV4836  PID         -  JV4836
 JV4836  STATE/COUNTY-  PA/YORK
 JV4836  USGS QUAD   -  HOLTWOOD (1990)
 JV4836
 JV4836                         *CURRENT SURVEY CONTROL
 JV4836  ___________________________________________________________________
 JV4836* NAD 83(1992)-  39 49 32.36603(N)    076 20 28.28543(W)     ADJUSTED  
 JV4836* NAVD 88     -        49.     (meters)     161.     (feet)  SCALED    
 JV4836  ___________________________________________________________________
 JV4836  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 JV4836  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JV4836
 JV4836  HORZ ORDER  -  THIRD
 JV4836
 JV4836.The horizontal coordinates were established by classical geodetic methods
 JV4836.and adjusted by the National Geodetic Survey in June 2002..
 JV4836
 JV4836.The orthometric height was scaled from a topographic map.
 JV4836
 JV4836.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4836
 JV4836.The geoid height was determined by GEOID03.
 JV4836
 JV4836;                    North         East     Units Scale Factor Converg.
 JV4836;SPC PA S     -    55,627.271   720,606.208   MT  1.00001858   +0 54 50.5
 JV4836;SPC PA S     -   182,503.80  2,364,188.87   sFT  1.00001858   +0 54 50.5
 JV4836;SPC MD       -   239,877.214   456,405.544   MT  1.00008734   +0 24 48.6
 JV4836;SPC MD       -   786,997.16  1,497,390.52   sFT  1.00008734   +0 24 48.6
 JV4836;UTM  18      - 4,409,267.609   385,223.862   MT  0.99976218   -0 51 32.6
 JV4836
 JV4836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4836!SPC PA S     -   0.99999753  x   1.00001858  =   1.00001611
 JV4836!SPC MD       -   0.99999753  x   1.00008734  =   1.00008487
 JV4836!UTM  18      -   0.99999753  x   0.99976218  =   0.99975971
 JV4836
 JV4836:                Primary Azimuth Mark                     Grid Az
 JV4836:SPC PA S     -  DAME PWPCO                               070 10 58.5
 JV4836:SPC MD       -  DAME PWPCO                               070 41 00.4
 JV4836:UTM  18      -  DAME PWPCO                               071 57 21.6
 JV4836
 JV4836|---------------------------------------------------------------------|
 JV4836| PID    Reference Object                     Distance      Geod. Az  |
 JV4836|                                                           dddmmss.s |
 JV4836| JV0070 DAME PWPCO                          APPROX. 0.7 KM 0710549.0 |
 JV4836|---------------------------------------------------------------------|
 JV4836
 JV4836                          SUPERSEDED SURVEY CONTROL
 JV4836
 JV4836  NAD 83(1991)-  39 49 32.36185(N)    076 20 28.28846(W) AD(       ) 3
 JV4836  NAD 83(1986)-  39 49 32.35705(N)    076 20 28.29072(W) AD(       ) 3
 JV4836  NAD 27      -  39 49 31.98500(N)    076 20 29.43300(W) AD(       ) 3
 JV4836
 JV4836.Superseded values are not recommended for survey control.
 JV4836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4836.See file dsdata.txt to determine how the superseded data were derived.
 JV4836
 JV4836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK8522409268(NAD 83)
 JV4836_MARKER: B = BOLT
 JV4836_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JV4836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV4836
 JV4836  HISTORY     - Date     Condition        Report By
 JV4836  HISTORY     - 1947     MONUMENTED       CGS
 JV4836
 JV4836                          STATION DESCRIPTION
 JV4836
 JV4836'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CRR)
 JV4836'THE STATION IS LOCATED AT THE WEST END OF THE HOLTWOOD DAM OF THE
 JV4836'PENNSYLVANIA WATER AND POWER CO., ABOUT 18 INCHES FROM THE EDGE OF
 JV4836'THE CONCRETE ABUTMENT AND GUARD RAIL.  THE MARK IS AN X CUT IN THE
 JV4836'HEAD OF A COPPER BOLT WHICH IS EMBEDDED IN THE CONCRETE.
 JV4836'
 JV4836'TO REACH THE STATION FROM THE LOWER CHANCEFORD HIGH SCHOOL IN
 JV4836'KYLEVILLE, GO NORTH ON STATE HIGHWAY 74 FOR 0.15 MILES TO A
 JV4836'CROSSROADS, TURN SHARP RIGHT AND FOLLOW BLACK TOP ROAD DOWN THE HILL,
 JV4836'BEARING RIGHT AT THE FORK, FOR 3.0 MILES TO THE WEST END OF THE DAM
 JV4836'AND THE STATION AS DESCRIBED.
 JV4836'
 JV4836'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3157 ***********************************************************************
 KW3157  DESIGNATION -  DAN
 KW3157  PID         -  KW3157
 KW3157  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW3157  USGS QUAD   -  RIVERSIDE (1984)
 KW3157
 KW3157                         *CURRENT SURVEY CONTROL
 KW3157  ___________________________________________________________________
 KW3157* NAD 83(1992)-  40 56 48.92484(N)    076 37 55.68716(W)     ADJUSTED  
 KW3157* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 KW3157  ___________________________________________________________________
 KW3157  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 KW3157  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KW3157
 KW3157  HORZ ORDER  -  SECOND
 KW3157
 KW3157.The horizontal coordinates were established by classical geodetic methods
 KW3157.and adjusted by the National Geodetic Survey in June 2002..
 KW3157
 KW3157.The orthometric height was scaled from a topographic map.
 KW3157
 KW3157.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3157
 KW3157.The geoid height was determined by GEOID03.
 KW3157
 KW3157;                    North         East     Units Scale Factor Converg.
 KW3157;SPC PA N     -    87,257.948   694,123.636   MT  0.99999034   +0 44 22.2
 KW3157;SPC PA N     -   286,278.78  2,277,303.96   sFT  0.99999034   +0 44 22.2
 KW3157;SPC PA S     -   179,765.730   694,124.358   MT  0.99999696   +0 43 30.9
 KW3157;SPC PA S     -   589,781.40  2,277,306.33   sFT  0.99999696   +0 43 30.9
 KW3157;UTM  18      - 4,534,147.618   362,622.208   MT  0.99983229   -1 04 11.3
 KW3157
 KW3157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3157!SPC PA N     -   0.99997605  x   0.99999034  =   0.99996639
 KW3157!SPC PA S     -   0.99997605  x   0.99999696  =   0.99997301
 KW3157!UTM  18      -   0.99997605  x   0.99983229  =   0.99980835
 KW3157
 KW3157:                Primary Azimuth Mark                     Grid Az
 KW3157:SPC PA N     -  DANVILLE GEISINGER HOSP STACK            040 18 06.7
 KW3157:SPC PA S     -  DANVILLE GEISINGER HOSP STACK            040 18 58.0
 KW3157:UTM  18      -  DANVILLE GEISINGER HOSP STACK            042 06 40.2
 KW3157
 KW3157|---------------------------------------------------------------------|
 KW3157| PID    Reference Object                     Distance      Geod. Az  |
 KW3157|                                                           dddmmss.s |
 KW3157| KW3142 DANVILLE GEISINGER HOSP STACK       APPROX. 3.2 KM 0410228.9 |
 KW3157| CB3944 DAN RM 1                             11.123 METERS 07543     |
 KW3157| KW3156 MOORESBURG SERVICE ELEC TOWER       APPROX. 6.6 KM 2822105.7 |
 KW3157| CB3945 DAN RM 2                             17.485 METERS 32625     |
 KW3157| CB3943 DAN AZ MK                                          3432434.0 |
 KW3157|---------------------------------------------------------------------|
 KW3157
 KW3157                          SUPERSEDED SURVEY CONTROL
 KW3157
 KW3157  NAD 83(1986)-  40 56 48.92458(N)    076 37 55.68311(W) AD(       ) 2
 KW3157  NAD 27      -  40 56 48.61140(N)    076 37 56.83900(W) AD(       ) 2
 KW3157
 KW3157.Superseded values are not recommended for survey control.
 KW3157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3157.See file dsdata.txt to determine how the superseded data were derived.
 KW3157
 KW3157_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL6262234148(NAD 83)
 KW3157_MARKER: DS = TRIANGULATION STATION DISK
 KW3157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3157_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KW3157
 KW3157  HISTORY     - Date     Condition        Report By
 KW3157  HISTORY     - 1958     MONUMENTED       CGS
 KW3157  HISTORY     - 1965     MARK NOT FOUND   USN
 KW3157  HISTORY     - 1987     GOOD             USPSQD
 KW3157
 KW3157                          STATION DESCRIPTION
 KW3157
 KW3157'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KW3157'THE STATION IS APPROXIMATELY 1-1/2 MILE SOUTHWEST OF DANVILLE, 1.0
 KW3157'MILE SOUTH OF THE SUSQUEHANNA RIVER AND ABOUT 0.3 MILE WEST OF
 KW3157'THE KASE CEMETERY ON A HILL LOCALLY KNOWN AS TALL TREES MANOR AND ON
 KW3157'THE PROPERTY OF MRS. SUSAN CAMBELL.
 KW3157'
 KW3157'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE HIGHWAY 54 IN
 KW3157'DANVILLE, GO SOUTH ON HIGHWAY 54 FOR 0.6 MILE TO THE SOUTH END OF
 KW3157'BRIDGE OVER THE SUSQUEHANNA RIVER, CONTINUE STRAIGHT AHEAD, CROSSING
 KW3157'RAILROAD TRACKS, FOR 0.1 MILE TO SIDE ROAD RIGHT, (SUNBURY ROAD),
 KW3157'TURN RIGHT AND GO WEST FOR 0.55 MILE TO BLUE HILLS DRIVE ON LEFT,*
 KW3157'TURN LEFT AND GO SOUTH ON BLUE HILLS DRIVE FOR 0.55 MILE TO FORKS
 KW3157'IN ROAD AND THE STATION ON THE RIGHT.
 KW3157'
 KW3157'STATION MARKS ARE STANDARD DISKS STAMPED DAN 1958. THE SURFACE DISK
 KW3157'IS SET IN A ROUND CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE
 KW3157'GROUND. IT IS 5.3 FEET NORTHWEST OF POWER LINE POLE, 64 FEET
 KW3157'NORTHEAST OF THE NORTHEAST CORNER OF RED BRICK HOUSE (PROPERTY
 KW3157'OWNER), 15 FEET WEST OF THE CENTER OF PAVED ROAD AND 7 FEET NORTH OF
 KW3157'AN 8 INCH CONCRETE POST WHICH PROJECTS 3 FEET. A STANDARD WITNESS
 KW3157'POST WAS SET 4 FEET SOUTHEAST OF THE MARK. THE UNDERGROUND DISK IS
 KW3157'SET IN AN IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE
 KW3157'SURFACE OF THE GROUND.
 KW3157'
 KW3157'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DAN NO 1 1958, IS SET
 KW3157'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT
 KW3157'IS 21 FEET EAST OF THE CENTER OF PAVED ROAD (SUNBURY ROAD), 2 FEET
 KW3157'SOUTHEAST OF A GUY LINE POLE AND 34 FEET NORTH OF AN 8 INCH
 KW3157'CONCRETE POST WHICH PROJECTS 3 FEET.
 KW3157'
 KW3157'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DAN NO 2 1958, IS SET
 KW3157'IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH. IT IS 6 INCHES
 KW3157'SOUTH OF AN EAST-WEST FENCE LINE, 7 FEET WEST OF THE SOUTHEAST FENCE
 KW3157'CORNER AND 11 FEET NORTH OF CENTER OF GRAVEL DRIVE.
 KW3157'
 KW3157'AZIMUTH MARK IS A STANDARD DISK STAMPED DAN 1958, SET IN A SQUARE
 KW3157'CONCRETE POST WHICH PROJECTS 3 INCHES. IT IS 21 FEET NORTHWEST OF
 KW3157'THE INTERSECTION OF AVE. C AND SUNBURY ROAD, 2 FEET EAST OF POWER
 KW3157'LINE POLE WITH STREET LAMP AND TRANSFORMER, 27-1/2 FEET
 KW3157'WEST OF A MANHOLE COVER AND 27-1/2 FEET EAST OF A MANHOLE COVER. A
 KW3157'STANDARD WITNESS POST WAS SET 1 FOOT NORTH OF THE MARK.
 KW3157'
 KW3157'*TO REACH THE AZIMUTH MARK GO WEST ON SUNBURY ROAD FOR 0.05 MILE TO
 KW3157'AVE. C ON THE RIGHT AND THE MARK ON THE RIGHT IN THE NORTHWEST
 KW3157'ANGLE OF INTERSECTION.
 KW3157'
 KW3157'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
 KW3157
 KW3157                          STATION RECOVERY (1965)
 KW3157
 KW3157'RECOVERY NOTE BY US NAVY 1965
 KW3157'DID NOT FIND STATION MARK.
 KW3157'
 KW3157'TO REACH SHOULD BE CORRECTED TO READ PENNA. 45 INSTEAD OF PENNA. 54.
 KW3157'
 KW3157'STANDARD WITNESS POST WAS MISSING.
 KW3157
 KW3157                          STATION RECOVERY (1987)
 KW3157
 KW3157'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 KW3157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3654 ***********************************************************************
 KV3654  DESIGNATION -  DAN PHELCO 1974
 KV3654  PID         -  KV3654
 KV3654  STATE/COUNTY-  PA/BUCKS
 KV3654  USGS QUAD   -  DOYLESTOWN (1992)
 KV3654
 KV3654                         *CURRENT SURVEY CONTROL
 KV3654  ___________________________________________________________________
 KV3654* NAD 83(1992)-  40 21 26.03124(N)    075 07 45.96514(W)     ADJUSTED  
 KV3654* NAVD 88     -       153.8    (meters)     505.     (feet)  VERTCON   
 KV3654  ___________________________________________________________________
 KV3654  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 KV3654  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KV3654
 KV3654  HORZ ORDER  -  FIRST
 KV3654
 KV3654.The horizontal coordinates were established by classical geodetic methods
 KV3654.and adjusted by the National Geodetic Survey in June 2002..
 KV3654
 KV3654.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV3654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV3654
 KV3654.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3654
 KV3654.The geoid height was determined by GEOID03.
 KV3654
 KV3654;                    North         East     Units Scale Factor Converg.
 KV3654;SPC PA S     -   116,990.751   822,568.293   MT  0.99996082   +1 42 00.7
 KV3654;SPC PA S     -   383,827.16  2,698,709.47   sFT  0.99996082   +1 42 00.7
 KV3654;SPC NJ       -   169,366.839    96,536.450   MT  0.99993517   -0 24 27.4
 KV3654;SPC NJ       -   555,664.37    316,720.00   sFT  0.99993517   -0 24 27.4
 KV3654;UTM  18      - 4,467,415.620   489,009.276   MT  0.99960149   -0 05 01.7
 KV3654
 KV3654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3654!SPC PA S     -   0.99998122  x   0.99996082  =   0.99994204
 KV3654!SPC NJ       -   0.99998122  x   0.99993517  =   0.99991639
 KV3654!UTM  18      -   0.99998122  x   0.99960149  =   0.99958272
 KV3654
 KV3654|---------------------------------------------------------------------|
 KV3654| PID    Reference Object                     Distance      Geod. Az  |
 KV3654|                                                           dddmmss.s |
 KV3654| KV3653 DAN A PHELCO 1974                    24.275 METERS 25011     |
 KV3654| KV3656 GROSS 2                             APPROX. 3.3 KM 3021832.9 |
 KV3654|---------------------------------------------------------------------|
 KV3654
 KV3654                          SUPERSEDED SURVEY CONTROL
 KV3654
 KV3654  NAD 83(1996)-  40 21 26.03099(N)    075 07 45.96514(W) AD(       ) 1
 KV3654  NAD 83(1986)-  40 21 26.02840(N)    075 07 45.96854(W) AD(       ) 1
 KV3654  NAD 27      -  40 21 25.64723(N)    075 07 47.34781(W) AD(       ) 1
 KV3654  NGVD 29 (07/19/86)  154.1    (m)          506.     (f) VERT ANG       
 KV3654
 KV3654.Superseded values are not recommended for survey control.
 KV3654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3654.See file dsdata.txt to determine how the superseded data were derived.
 KV3654
 KV3654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8900967416(NAD 83)
 KV3654_MARKER: DD = SURVEY DISK
 KV3654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV3654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3654+STABILITY: SURFACE MOTION
 KV3654
 KV3654  HISTORY     - Date     Condition        Report By
 KV3654  HISTORY     - 1974     MONUMENTED       PHELCO
 KV3654  HISTORY     - 19940828 GOOD             USPSQD
 KV3654  HISTORY     - 19991205 MARK NOT FOUND   USPSQD
 KV3654
 KV3654                          STATION DESCRIPTION
 KV3654
 KV3654'DESCRIBED BY PHILADELPHIA ELECTRIC COMPANY 1974
 KV3654'THE STATION IS LOCATED ON THE GROUNDS OF THE GAYMAN ELEMENTARY
 KV3654'SCHOOL ON POINT PLEASANT PIKE IN DANBORO, PLUMSTEAD TWP., BUCKS
 KV3654'CO., APPROX. 3.1 MI. DUE N. OF THE COURTHOUSE AT DOYLESTOWN.  IT
 KV3654'IS 130 FEET S.E. OF THE PHYSICAL CENTER-LINE OF POINT PLEASANT
 KV3654'PIKE, 8 FEET N.W. OF THE N.W. EDGE OF THE MACADAM PARKING LOT, 93
 KV3654'FEET N.E. OF A STREET LAMP POST, 169 FEET S.S.E. OF A.T. AND T.
 KV3654'CO.  UNDERGROUND CABLE MARKER POST NO. 885 AND 107 FEET W. OF
 KV3654'THE NEAR CORNER OF THE SCHOOL BUILDING.
 KV3654'
 KV3654'THE SURFACE MARK IS A 2-1/2 INCH BRONZE DISK SET IN AN 18 INCH
 KV3654'DIAMETER CONCRETE MONUMENT APPROX. 2 INCHES BELOW THE SURFACE OF THE
 KV3654'GROUND.  SURFACE AND UNDERGROUND DISKS ARE STAMPED DAN P.E. CO.
 KV3654'1974.
 KV3654'
 KV3654'TO REACH THE STATION FROM THE BUCKS COUNTY COURTHOUSE ON U.S. RTE.
 KV3654'611 IN DOYLESTOWN, PROCEED N. APPROX. 2.75 MI. TO POINT PLEASANT
 KV3654'PIKE.  TURN RIGHT, PROCEED N.E. 0.57 MI. TO THE SCHOOL AND THE
 KV3654'STATION, ON THE RIGHT.
 KV3654'
 KV3654'NEAREST TOWN--DOYLESTOWN.
 KV3654
 KV3654                          STATION RECOVERY (1994)
 KV3654
 KV3654'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV3654'RECOVERED IN GOOD CONDITION.
 KV3654
 KV3654                          STATION RECOVERY (1999)
 KV3654
 KV3654'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV3654'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3619 ***********************************************************************
 KV3619  DESIGNATION -  DANNER
 KV3619  PID         -  KV3619
 KV3619  STATE/COUNTY-  PA/NORTHAMPTON
 KV3619  USGS QUAD   -  CATASAUQUA (1992)
 KV3619
 KV3619                         *CURRENT SURVEY CONTROL
 KV3619  ___________________________________________________________________
 KV3619* NAD 83(1992)-  40 44 55.71403(N)    075 26 02.22097(W)     ADJUSTED  
 KV3619* NAVD 88     -       267.     (meters)     876.     (feet)  SCALED    
 KV3619  ___________________________________________________________________
 KV3619  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 KV3619  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KV3619
 KV3619  HORZ ORDER  -  FIRST
 KV3619
 KV3619.The horizontal coordinates were established by classical geodetic methods
 KV3619.and adjusted by the National Geodetic Survey in June 2002..
 KV3619
 KV3619.The orthometric height was scaled from a topographic map.
 KV3619
 KV3619.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3619
 KV3619.The geoid height was determined by GEOID03.
 KV3619
 KV3619;                    North         East     Units Scale Factor Converg.
 KV3619;SPC PA S     -   159,734.259   795,571.473   MT  0.99997301   +1 30 09.5
 KV3619;SPC PA S     -   524,061.48  2,610,137.41   sFT  0.99997301   +1 30 09.5
 KV3619;SPC PA N     -    67,264.800   795,580.641   MT  1.00002444   +1 31 55.8
 KV3619;SPC PA N     -   220,684.60  2,610,167.49   sFT  1.00002444   +1 31 55.8
 KV3619;UTM  18      - 4,510,963.694   463,365.863   MT  0.99961652   -0 16 59.7
 KV3619
 KV3619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3619!SPC PA S     -   0.99996349  x   0.99997301  =   0.99993650
 KV3619!SPC PA N     -   0.99996349  x   1.00002444  =   0.99998793
 KV3619!UTM  18      -   0.99996349  x   0.99961652  =   0.99958002
 KV3619
 KV3619|---------------------------------------------------------------------|
 KV3619| PID    Reference Object                     Distance      Geod. Az  |
 KV3619|                                                           dddmmss.s |
 KV3619| CB3949 DANNER RM 1                          14.538 METERS 10423     |
 KV3619| KV3595 EASTON AIR BEACON 66                APPROX.20.9 KM 1162951.9 |
 KV3619| KV3620 RNG ALENTOWN RADIO AE               APPROX. 5.4 KM 1790854.9 |
 KV3619| KV3618 ALLENTOWN AIR BEACON 65             APPROX.10.2 KM 1825835.2 |
 KV3619| KV3606 ALLENTOWN PA P AND L BLDG FLAG      APPROX.16.7 KM 1921326.0 |
 KV3619| KV3848 SLATINGTON AIR BEACON 64            APPROX.16.0 KM 2602836.1 |
 KV3619| CB3950 DANNER RM 2                           8.340 METERS 34806     |
 KV3619|---------------------------------------------------------------------|
 KV3619
 KV3619                          SUPERSEDED SURVEY CONTROL
 KV3619
 KV3619  NAD 83(1996)-  40 44 55.71344(N)    075 26 02.22194(W) AD(       ) 1
 KV3619  NAD 83(1986)-  40 44 55.71277(N)    075 26 02.22529(W) AD(       ) 1
 KV3619  NAD 27      -  40 44 55.36500(N)    075 26 03.57100(W) AD(       ) 1
 KV3619
 KV3619.Superseded values are not recommended for survey control.
 KV3619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3619.See file dsdata.txt to determine how the superseded data were derived.
 KV3619
 KV3619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL6336610964(NAD 83)
 KV3619_MARKER: DD = SURVEY DISK
 KV3619_SETTING: 80 = SET IN A BOULDER
 KV3619_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KV3619_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3619+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2000
 KV3619
 KV3619  HISTORY     - Date     Condition        Report By
 KV3619  HISTORY     - 1929     MONUMENTED       CGS
 KV3619  HISTORY     - 1957     GOOD             CGS
 KV3619  HISTORY     - 1960     GOOD             CGS
 KV3619  HISTORY     - 20000818 GOOD             PADT
 KV3619
 KV3619                          STATION DESCRIPTION
 KV3619
 KV3619'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 KV3619'STATION IS IN MONROE TOWNSHIP ABOUT 3/8 MILE N OF DANNERSVILLE ON
 KV3619'LAND OWNED BY ARTHUR A. ARNDT.  THE STATION IS ON TOP OF HILL, IN
 KV3619'CENTER OF LANE, ABOUT 0.2 MILE NW OF MR. ARNDTS HOUSE.
 KV3619'
 KV3619'THE SURFACE MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 KV3619'AN IRREGULAR-SHAPED BOULDER PROJECTING 4 INCHES ABOVE GROUND.
 KV3619'
 KV3619'UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 KV3619'DRILL HOLES IN BOULDERS AS DESCRIBED.
 KV3619'
 KV3619'REFERENCE MARK NO. 1 IS S OF E FROM STATION IN THE FENCE ALONG N SIDE
 KV3619'OF LANE AND REFERENCE MARK NO. 2 IS N OF STATION IN THE SAME FENCE
 KV3619'LINE.  BOTH MARKS ARE IN BOULDERS 6 INCHES ABOVE GROUND.
 KV3619'
 KV3619'TO REACH FROM BATH TAKE ROUTE 45 W TO DANNERSVILLE, 2.7 MILES.  TURN
 KV3619'RIGHT AT DANNERSVILLE AND KEEP RIGHT HAND ROAD FOR 0.3 MILE TO MR.
 KV3619'ARNDTS HOUSE.  HERE, TURN LEFT BACK OF BARN, BETWEEN BUILDINGS, AND
 KV3619'LEFT AGAIN INTO LANE.  FOLLOW LANE UP HILL 0.2 MILE TO STATION.
 KV3619'
 KV3619'HEIGHT OF SIGNAL ABOVE STATION MARK - 1 METER.
 KV3619
 KV3619                          STATION RECOVERY (1957)
 KV3619
 KV3619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KV3619'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 KV3619'GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS AND THE
 KV3619'ANGLE BETWEEN THE TWO MARKS WERE VERIFIED.  THE OLD DESCRIPTION IS
 KV3619'ADEQUATE EXCEPT THAT THE LANE IN WHICH THE STATION IS LOCATED IS NOW
 KV3619'OVERGROWN WITH BRUSH.  EACH MARK IS REFERENCED BY AN IRON ROD ABOUT 4
 KV3619'FEET HIGH.  STATION IS ON PROPERTY OWNED BY PAUL KOCK WHO LIVES IN
 KV3619'PETERSVILLE, PENNSYLVANIA.
 KV3619'
 KV3619'MR. KOCK EXPRESSED HIS WISH TO HAVE THE STATION AND REFERENCE MARKS
 KV3619'MOVED TO A MORE SUITABLE LOCATION AND WAS GIVEN THE NECESSARY
 KV3619'INFORMATION FOR CONTACTING THE WASHINGTON OFFICE.
 KV3619'
 KV3619'THERE IS NO STAMPING ON ANY OF THE MARKS OF THIS STATION.
 KV3619
 KV3619                          STATION RECOVERY (1960)
 KV3619
 KV3619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV3619'STATION AND REFERENCE MARKS WERE FOUND IN FAIR CONDITION, A NEW
 KV3619'DESCRIPTION AND TO REACH FOLLOWS DUE TO TERRAIN CHANGES AND THE 1929
 KV3619'DATA FOR R.M. 1 AND R.M. 2 WERE FOUND TO BE OPPOSITE ANGLES AND
 KV3619'DISTANCES.
 KV3619'
 KV3619'STATION MARK, A STANDARD DISK STAMPED DANNER 1929, CEMENTED IN A
 KV3619'DRILL HOLE IN OUTCROPPING BED ROCK.  IT IS 8.0 FEET NORTHWEST OF
 KV3619'A FIELD ROAD, ABOUT 1 FOOT HIGHER THAN THE ROAD, SET IN A NORTH-SOUTH
 KV3619'FENCE LINE AT THE SUMMIT OF A HILL.
 KV3619'
 KV3619'R.M. NO 1, A STANDARD DISK STAMPED DANNER NO 1 1929, CEMENTED IN A
 KV3619'DRILL HOLE IN A 6-INCH BY 18-INCH BOULDER.  IT IS 5.0 FEET SOUTHWEST
 KV3619'OF THE EDGE OF A CULTIVATED FIELD, 25.0 FEET NORTHEAST OF A FIELD
 KV3619'ROAD AND IN A NORTH-SOUTH FENCE LINE, ABOUT 1 FOOT LOWER THAN
 KV3619'STATION.
 KV3619'
 KV3619'R.M. NO 2, A STANDARD DISK STAMPED DANNER NO 2 1929, CEMENTED IN A
 KV3619'DRILL HOLE IN A 8-INCH BY 14-INCH BOULDER PROJECTING ABOUT 14
 KV3619'INCHES.  IT IS 5.0 FEET SOUTHWEST OF THE EDGE OF A CULTIVATED FIELD,
 KV3619'25.0 FEET NORTHEAST OF A FIELD ROAD, ABOUT THE SAME ELEVATION AS THE
 KV3619'STATION, AND IN A NORTH-SOUTH FENCE LINE.
 KV3619'
 KV3619'TO REACH THE STATION FROM THE POST OFFICE IN BATH, GO NORTH 0.1 MILE
 KV3619'TO JUNCTION OF STATE ROUTE 45, TURN LEFT ON STATE ROUTE 45 AND GO
 KV3619'WEST FOR .05 MILE TO STOP LIGHT, CONTINUE WEST CROSSING RAILROAD
 KV3619'TRACKS FOR 0.1 MILE TO REVERSE Y, TURN RIGHT ON WEST MAIN STREET AND
 KV3619'STATE ROUTE 45 FOR 1.5 MILES TO SIDE ROAD RIGHT, CONTINUE ON STATE
 KV3619'ROUTE 45 FOR 0.9 MILE TO CROSSROADS, TURN RIGHT ON GRAVEL ROAD AND
 KV3619'GO 0.3 MILE TO FARM HOUSE ENTRANCE ON THE LEFT, TURN LEFT AND FOLLOW
 KV3619'FARM ENTRANCE ROAD, PASSING TO THE RIGHT OF A SHED IN THE FARM YARD
 KV3619'THENCE WESTERLY FOR 0.25 MILE TO TOP OF HILL AND STATION ON THE
 KV3619'RIGHT IN A BRUSH AND FENCE LINE ROW.
 KV3619'
 KV3619'HEIGHT OF LIGHT ABOVE STATION MARK 4.98 METERS.
 KV3619
 KV3619                          STATION RECOVERY (2000)
 KV3619
 KV3619'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (RW)
 KV3619'A 4 FOOT REBAR MARKS EACH STATION
 KV3619'RM1 AND RM2 WERE RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0093 ***********************************************************************
 MB0093  DESIGNATION -  DANNY
 MB0093  PID         -  MB0093
 MB0093  STATE/COUNTY-  PA/CRAWFORD
 MB0093  USGS QUAD   -  MEADVILLE (1990)
 MB0093
 MB0093                         *CURRENT SURVEY CONTROL
 MB0093  ___________________________________________________________________
 MB0093* NAD 83(1992)-  41 39 46.46255(N)    080 13 27.06754(W)     ADJUSTED  
 MB0093* NAVD 88     -       356.706  (meters)    1170.29   (feet)  ADJUSTED  
 MB0093  ___________________________________________________________________
 MB0093  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 MB0093  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 MB0093  DYNAMIC HT  -         356.559 (meters)    1169.81  (feet)  COMP
 MB0093  MODELED GRAV-     980,200.3   (mgal)                       NAVD 88
 MB0093
 MB0093  HORZ ORDER  -  SECOND
 MB0093  VERT ORDER  -  SECOND    CLASS 0
 MB0093
 MB0093.The horizontal coordinates were established by classical geodetic methods
 MB0093.and adjusted by the National Geodetic Survey in June 2002..
 MB0093
 MB0093.The orthometric height was determined by differential leveling
 MB0093.and adjusted by the National Geodetic Survey in June 1991..
 MB0093
 MB0093.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB0093
 MB0093.The geoid height was determined by GEOID03.
 MB0093
 MB0093.The dynamic height is computed by dividing the NAVD 88
 MB0093.geopotential number by the normal gravity value computed on the
 MB0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0093.degrees latitude (g = 980.6199 gals.).
 MB0093
 MB0093.The modeled gravity was interpolated from observed gravity values.
 MB0093
 MB0093;                    North         East     Units Scale Factor Converg.
 MB0093;SPC PA N     -   169,107.709   393,968.574   MT  0.99996600   -1 38 12.4
 MB0093;SPC PA N     -   554,814.21  1,292,545.23   sFT  0.99996600   -1 38 12.4
 MB0093;UTM  17      - 4,612,640.890   564,589.335   MT  0.99965134   +0 30 56.7
 MB0093
 MB0093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB0093!SPC PA N     -   0.99994936  x   0.99996600  =   0.99991536
 MB0093!UTM  17      -   0.99994936  x   0.99965134  =   0.99960072
 MB0093
 MB0093:                Primary Azimuth Mark                     Grid Az
 MB0093:SPC PA N     -  VERNON                                   087 33 26.1
 MB0093:UTM  17      -  VERNON                                   085 24 17.0
 MB0093
 MB0093|---------------------------------------------------------------------|
 MB0093| PID    Reference Object                     Distance      Geod. Az  |
 MB0093|                                                           dddmmss.s |
 MB0093| MB1862 VERNON                              APPROX. 2.1 KM 0855513.7 |
 MB0093| MB1863 MEADVILLE RADIO STA WMGW MAST       APPROX. 5.5 KM 1312742.9 |
 MB0093| MB0092 DANNY RM 1                            8.396 METERS 24740     |
 MB0093| MB0094 DANNY RM 2                            8.828 METERS 33532     |
 MB0093|---------------------------------------------------------------------|
 MB0093
 MB0093                          SUPERSEDED SURVEY CONTROL
 MB0093
 MB0093  NAD 83(1995)-  41 39 46.46983(N)    080 13 27.07121(W) AD(       ) 2
 MB0093  NAD 83(1986)-  41 39 46.46956(N)    080 13 27.07196(W) AD(       ) 2
 MB0093  NAD 27      -  41 39 46.27060(N)    080 13 27.84910(W) AD(       ) 2
 MB0093  NGVD 29 (??/??/92)  356.876  (m)         1170.85   (f) ADJ UNCH    2 0
 MB0093
 MB0093.Superseded values are not recommended for survey control.
 MB0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0093.See file dsdata.txt to determine how the superseded data were derived.
 MB0093
 MB0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG6458912641(NAD 83)
 MB0093_MARKER: DS = TRIANGULATION STATION DISK
 MB0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0093_STAMPING: DANNY 1961
 MB0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0093+STABILITY: SURFACE MOTION
 MB0093
 MB0093  HISTORY     - Date     Condition        Report By
 MB0093  HISTORY     - 1961     MONUMENTED       CGS
 MB0093  HISTORY     - 1961     GOOD             CGS
 MB0093  HISTORY     - 1983     GOOD             NGS
 MB0093
 MB0093                          STATION DESCRIPTION
 MB0093
 MB0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 MB0093'THE STATION IS LOCATED ABOUT 6.0 MILES NORTHWEST OF CONNEAUT LAKE, 5
 MB0093'1/2 MILES SOUTHWEST OF SAEGERTOWN AND 4.0 MILES NORTHWEST
 MB0093'OF MEADVILLE.  ALONG THE RIGHT-OF-WAY OF STATE HIGHWAY 98 AT THE
 MB0093'DENNY CEMETERY.
 MB0093'
 MB0093'TO REACH THE STATION FROM THE INTERSECTION OF CHESTNUT STREET AND
 MB0093'PARK AVENUE IN MEADVILLE, GO SOUTHWESTERLY ON U.S. HIGHWAY
 MB0093'19 WHICH IS PARK AVENUE FOR 1.0 MILE TO THE END OF BRIDGE OVER
 MB0093'RAILROAD TRACKS AND FRENCH CREEK, CONTINUE ON U.S. HIGHWAY
 MB0093'19 FOR 0.6 MILE TO THE JUNCTION OF STATE HIGHWAY 102, TURN RIGHT AND
 MB0093'GO NORTHERLY ON STATE HIGHWAY 102 FOR 0.9 MILE TO A FORK,
 MB0093'KEEP LEFT FORK WHICH IS STATE HIGHWAY 102 AND CONTINUE 3.2 MILES TO A
 MB0093'REVERSE Y-FORK WHERE STATE HIGHWAY 98 RUNS INTO STATE
 MB0093'HIGHWAY 102, CONTINUE NORTHERLY ON STATE HIGHWAY 98 FOR 0.75
 MB0093'MILE TO THE STATION ON THE LEFT AT THE NORTHEAST CORNER OF THE DENNY
 MB0093'CEMETERY.
 MB0093'
 MB0093'STATION, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE MONUMENT
 MB0093'WHICH PROJECTS ABOUT 1-INCH ABOVE THE SURFACE OF THE GROUND,
 MB0093'STAMPED DANNY 1961.  IT IS 37.7 FEET WEST OF THE APPROXIMATE CENTER
 MB0093'OF STATE HIGHWAY 98, THIS WAS A SLOPE MEASUREMENT, 9.0 FEET
 MB0093'SOUTH OF AN 18-INCH TRIANGULAR BLAZED MAPLE TREE AND 4.6 FEET
 MB0093'SOUTH-SOUTHWEST OF A STANDARD METAL WITNESS POST AND
 MB0093'MARKER.
 MB0093'
 MB0093'REFERENCE MARK 1, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 MB0093'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF SURFACE OF THE
 MB0093'GROUND, STAMPED DANNY NO 1 1961.  IT IS 30.5 FEET WEST OF A STANDARD
 MB0093'METAL WITNESS POST AND MARKER, 25.6 FEET WEST-SOUTHWEST
 MB0093'OF AN 18-INCH TRIANGULAR BLAZED MAPLE TREE AND IS ABOUT 1.0 FOOT
 MB0093'HIGHER THAN THE STATION.
 MB0093'
 MB0093'REFERENCE MARK 2, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 MB0093'MONUMENT WHICH PROJECTS ABOUT 1-INCH ABOVE THE SURFACE OF THE
 MB0093'GROUND, DANNY NO 2 1961.  IT IS 34.5 FEET WEST OF THE APPROXIMATE
 MB0093'CENTER OF STATE HIGHWAY 98, IT IS A SLOPE MEASUREMENT, 25.3 FEET
 MB0093'NORTH-NORTHWEST OF A STANDARD METAL WITNESS POST AND MARKER, 2.3 FEET
 MB0093'NORTH OF A 18-INCH TRIANGULAR BLAZED MAPLE TREE AND IS
 MB0093'ABOUT 2.0 FEET LOWER THAN THE STATION.
 MB0093'
 MB0093'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MB0093
 MB0093                          STATION RECOVERY (1961)
 MB0093
 MB0093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 MB0093'5.2 MI NW FROM MEADVILLE.
 MB0093'ABOUT 0.45 MILE WEST ALONG U.S. HIGHWAYS 6 AND 322 FROM THEIR
 MB0093'JUNCTION AT THE STATE HIGHWAY DEPARTMENT BUILDING AT THE SOUTH
 MB0093'EDGE OF MEADVILLE, THENCE 1.25 MILES NORTHWEST ALONG TOWNSHIP
 MB0093'ROAD 487 TO THE INTERSECTION OF TOWNSHIP ROAD 514, THENCE 0.7
 MB0093'MILE NORTHWEST ALONG TOWNSHIP ROAD 514 TO THE JUNCTION OF STATE
 MB0093'HIGHWAY 98, THENCE NORTH 2.74 MILES ON STATE HIGHWAY 98, 37.7
 MB0093'FEET WEST OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 98,
 MB0093'27.5 FEET EAST-NORTHEAST OF REFERENCE MARK 1, 29.0 FEET SOUTHEAST
 MB0093'OF REFERENCE MARK 2, 9.0 FEET SOUTH OF A 18-INCH TRIANGULAR
 MB0093'BLAZED MAPLE TREE AND 4.6 FEET SOUTH-SOUTHWEST OF A STANDARD
 MB0093'METAL WITNESS POST AND MARKER.  SET IN TOP OF A SQUARE CONCRETE
 MB0093'MONUMENT WHICH PROJECTS 1-INCH ABOVE THE SURFACE OF THE GROUND.
 MB0093
 MB0093                          STATION RECOVERY (1983)
 MB0093
 MB0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (APF)
 MB0093'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 MB0093'IN GOOD CONDITION.
 MB0093'
 MB0093'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.0 MILES
 MB0093'NORTHWEST OF MEADVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0092 ***********************************************************************
 MB0092  DESIGNATION -  DANNY RM 1
 MB0092  PID         -  MB0092
 MB0092  STATE/COUNTY-  PA/CRAWFORD
 MB0092  USGS QUAD   -  MEADVILLE (1990)
 MB0092
 MB0092                         *CURRENT SURVEY CONTROL
 MB0092  ___________________________________________________________________
 MB0092* NAD 83(1986)-  41 39 46.     (N)    080 13 27.     (W)     SCALED    
 MB0092* NAVD 88     -       357.650  (meters)    1173.39   (feet)  ADJUSTED  
 MB0092  ___________________________________________________________________
 MB0092  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 MB0092  DYNAMIC HT  -         357.502 (meters)    1172.90  (feet)  COMP
 MB0092  MODELED GRAV-     980,200.3   (mgal)                       NAVD 88
 MB0092
 MB0092  VERT ORDER  -  SECOND    CLASS 0
 MB0092
 MB0092.The horizontal coordinates were scaled from a topographic map and have
 MB0092.an estimated accuracy of +/- 6 seconds.
 MB0092
 MB0092.The orthometric height was determined by differential leveling
 MB0092.and adjusted by the National Geodetic Survey in June 1991..
 MB0092
 MB0092.The geoid height was determined by GEOID03.
 MB0092
 MB0092.The dynamic height is computed by dividing the NAVD 88
 MB0092.geopotential number by the normal gravity value computed on the
 MB0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0092.degrees latitude (g = 980.6199 gals.).
 MB0092
 MB0092.The modeled gravity was interpolated from observed gravity values.
 MB0092
 MB0092;                    North         East    Units  Estimated Accuracy
 MB0092;SPC PA N     -   169,090.      393,970.      MT  (+/- 180 meters Scaled)
 MB0092
 MB0092                          SUPERSEDED SURVEY CONTROL
 MB0092
 MB0092  NGVD 29 (??/??/92)  357.820  (m)         1173.95   (f) ADJ UNCH    2 0
 MB0092
 MB0092.Superseded values are not recommended for survey control.
 MB0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0092.See file dsdata.txt to determine how the superseded data were derived.
 MB0092
 MB0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG645126(NAD 83)
 MB0092_MARKER: DR = REFERENCE MARK DISK
 MB0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0092_STAMPING: DANNY NO 1 1961
 MB0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0092+STABILITY: SURFACE MOTION
 MB0092
 MB0092  HISTORY     - Date     Condition        Report By
 MB0092  HISTORY     - 1961     MONUMENTED       CGS
 MB0092
 MB0092                          STATION DESCRIPTION
 MB0092
 MB0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0092'5.1 MI NW FROM MEADVILLE.
 MB0092'ABOUT 0.45 MILE WEST ALONG U.S. HIGHWAYS 6 AND 322 FROM THEIR
 MB0092'JUNCTION AT THE STATE HIGHWAY DEPARTMENT BUILDING AT THE SOUTH
 MB0092'EDGE OF MEADVILLE, THENCE 1.25 MILES NORTHWEST ALONG TOWNSHIP
 MB0092'ROAD 487 TO THE INTERSECTION OF TOWNSHIP ROAD 514, THENCE 0.7
 MB0092'MILE NORTHWEST ALONG TOWNSHIP ROAD 514 TO THE JUNCTION OF
 MB0092'STATE HIGHWAY 98, THENCE 2.74 MILES NORTH ON STATE HIGHWAY 98,
 MB0092'27.5 FEET WEST-SOUTHWEST OF THE STATION, 30.5 FEET WEST OF A
 MB0092'STANDARD METAL WITNESS POST AND MARKER, 25.6 FEET WEST-SOUTHWEST
 MB0092'OF AN 18-INCH TRIANGULAR BLAZED MAPLE TREE.  SET IN TOP OF A SQUARE
 MB0092'CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0094 ***********************************************************************
 MB0094  DESIGNATION -  DANNY RM 2
 MB0094  PID         -  MB0094
 MB0094  STATE/COUNTY-  PA/CRAWFORD
 MB0094  USGS QUAD   -  MEADVILLE (1990)
 MB0094
 MB0094                         *CURRENT SURVEY CONTROL
 MB0094  ___________________________________________________________________
 MB0094* NAD 83(1986)-  41 39 46.     (N)    080 13 27.     (W)     SCALED    
 MB0094* NAVD 88     -       356.037  (meters)    1168.10   (feet)  ADJUSTED  
 MB0094  ___________________________________________________________________
 MB0094  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 MB0094  DYNAMIC HT  -         355.891 (meters)    1167.62  (feet)  COMP
 MB0094  MODELED GRAV-     980,200.3   (mgal)                       NAVD 88
 MB0094
 MB0094  VERT ORDER  -  SECOND    CLASS 0
 MB0094
 MB0094.The horizontal coordinates were scaled from a topographic map and have
 MB0094.an estimated accuracy of +/- 6 seconds.
 MB0094
 MB0094.The orthometric height was determined by differential leveling
 MB0094.and adjusted by the National Geodetic Survey in June 1991..
 MB0094
 MB0094.The geoid height was determined by GEOID03.
 MB0094
 MB0094.The dynamic height is computed by dividing the NAVD 88
 MB0094.geopotential number by the normal gravity value computed on the
 MB0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0094.degrees latitude (g = 980.6199 gals.).
 MB0094
 MB0094.The modeled gravity was interpolated from observed gravity values.
 MB0094
 MB0094;                    North         East    Units  Estimated Accuracy
 MB0094;SPC PA N     -   169,090.      393,970.      MT  (+/- 180 meters Scaled)
 MB0094
 MB0094                          SUPERSEDED SURVEY CONTROL
 MB0094
 MB0094  NGVD 29 (??/??/92)  356.207  (m)         1168.66   (f) ADJ UNCH    2 0
 MB0094
 MB0094.Superseded values are not recommended for survey control.
 MB0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0094.See file dsdata.txt to determine how the superseded data were derived.
 MB0094
 MB0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG645126(NAD 83)
 MB0094_MARKER: DR = REFERENCE MARK DISK
 MB0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0094_STAMPING: DANNY NO 2 1961
 MB0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0094+STABILITY: SURFACE MOTION
 MB0094_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB0094+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2006
 MB0094
 MB0094  HISTORY     - Date     Condition        Report By
 MB0094  HISTORY     - 1961     MONUMENTED       CGS
 MB0094  HISTORY     - 19991001 GOOD             PADT
 MB0094  HISTORY     - 20060425 GOOD             PADT
 MB0094
 MB0094                          STATION DESCRIPTION
 MB0094
 MB0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0094'5.2 MI NW FROM MEADVILLE.
 MB0094'ABOUT 0.45 MILES WEST ALONG U.S. HIGHWAY 6 AND 322 FROM THEIR
 MB0094'JUNCTION AT THE STATE HIGHWAY DEPARTMENT BUILDING AT THE SOUTH
 MB0094'EDGE OF MEADVILLE, THENCE 1.25 MILES NORTHWEST ALONG TOWNSHIP
 MB0094'ROAD 487 TO THE INTERSECTION OF TOWNSHIP ROAD 514, THENCE 0.7
 MB0094'MILE NORTHWEST ALONG TOWNSHIP ROAD 514 TO THE JUNCTION OF
 MB0094'STATE HIGHWAY 98, THENCE 2.74 MILES NORTH ON STATE HIGHWAY 98,
 MB0094'34.5 FEET WEST OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 98,
 MB0094'28.96 FEET NORTHWEST OF THE STATION, 25.3 FEET NORTH-NORTHWEST OF
 MB0094'A STANDARD METAL WITNESS POST AND MARKER, 2.3 FEET NORTH OF AN
 MB0094'18-INCH TRIANGULAR BLAZED MAPLE TREE.  SET IN THE TOP OF A SQUARE
 MB0094'CONCRETE MONUMENT WHICH PROJECTS 1-INCH ABOVE THE SURFACE OF
 MB0094'THE GROUND.
 MB0094
 MB0094                          STATION RECOVERY (1999)
 MB0094
 MB0094'RECOVERY NOTE BY PA DEPT OF TRANSP 1999
 MB0094'RECOVERED IN GOOD CONDITION.
 MB0094
 MB0094                          STATION RECOVERY (2006)
 MB0094
 MB0094'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (JAW)
 MB0094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0248 ***********************************************************************
 ND0248  DESIGNATION -  DANS BEACH LSC 1975
 ND0248  PID         -  ND0248
 ND0248  STATE/COUNTY-  PA/ERIE
 ND0248  USGS QUAD   -  FAIRVIEW SW (1996)
 ND0248
 ND0248                         *CURRENT SURVEY CONTROL
 ND0248  ___________________________________________________________________
 ND0248* NAD 83(1992)-  42 00 07.50022(N)    080 26 46.66284(W)     ADJUSTED  
 ND0248* NAVD 88     -       176.     (meters)     577.     (feet)  VERTCON   
 ND0248  ___________________________________________________________________
 ND0248  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 ND0248  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 ND0248
 ND0248  HORZ ORDER  -  THIRD
 ND0248
 ND0248.The horizontal coordinates were established by classical geodetic methods
 ND0248.and adjusted by the National Geodetic Survey in June 2002..
 ND0248.No horizontal observational check was made to the station.
 ND0248
 ND0248.The NAVD 88 height was computed by applying the VERTCON shift value to
 ND0248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ND0248
 ND0248.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0248
 ND0248.The geoid height was determined by GEOID03.
 ND0248
 ND0248;                    North         East     Units Scale Factor Converg.
 ND0248;SPC PA N     -   207,313.361   376,651.274   MT  1.00000887   -1 47 01.3
 ND0248;SPC PA N     -   680,160.59  1,235,730.05   sFT  1.00000887   -1 47 01.3
 ND0248;SPC OH N     -   261,357.230   770,142.024   MT  1.00007226   +1 20 57.1
 ND0248;UTM  17      - 4,650,155.810   545,855.092   MT  0.99962587   +0 22 13.9
 ND0248
 ND0248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ND0248!SPC PA N     -   0.99997787  x   1.00000887  =   0.99998674
 ND0248!SPC OH N     -   0.99997787  x   1.00007226  =   1.00005013
 ND0248!UTM  17      -   0.99997787  x   0.99962587  =   0.99960375
 ND0248
 ND0248                          SUPERSEDED SURVEY CONTROL
 ND0248
 ND0248  NAD 83(1995)-  42 00 07.50021(N)    080 26 46.66296(W) AD(       ) 3
 ND0248  NAD 83(1986)-  42 00 07.50144(N)    080 26 46.66401(W) AD(       ) 3
 ND0248  NAD 27      -  42 00 07.27209(N)    080 26 47.37202(W) AD(       ) 3
 ND0248  NGVD 29 (07/19/86)  176.     (m)          577.     (f) VERT ANG       
 ND0248
 ND0248.Superseded values are not recommended for survey control.
 ND0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0248.See file dsdata.txt to determine how the superseded data were derived.
 ND0248
 ND0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG4585550156(NAD 83)
 ND0248_MARKER: DS = TRIANGULATION STATION DISK
 ND0248_SETTING: 0 = UNSPECIFIED SETTING
 ND0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ND0248
 ND0248  HISTORY     - Date     Condition        Report By
 ND0248  HISTORY     - 1975     MONUMENTED       USLS
 ND0248
 ND0248                          STATION DESCRIPTION
 ND0248
 ND0248'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 ND0248'THIRD ORDER EODM TRAVERSE STATION - POSITIONED DIRECT BY
 ND0248'RANGE/AZIMUTH OBSERVATIONS FROM CONN LSC, 1974.
 ND0248'
 ND0248'STATION IS LOCATED ABOUT 22 MILES SOUTHWEST OF ERIE, PA
 ND0248'AND 6 MILES NORTHEAST OF CONNEAUT, OH.  ABOUT 1/2 MILE WEST OF
 ND0248'CROOKED CREEK AND JUST WEST OF JUDSON SUMMER CAMP.  ATOP A CONCRETE
 ND0248'SEAWALL WHICH EXTENDS ABOUT 70 FEET OFFSHORE INTO LAKE ERIE AND
 ND0248'DEFINES THE WESTERN SIDE OF A CONCRETE BOAT LAUNCHING RAMP.  THE
 ND0248'RAMP AND SURROUNDING TRAILER PARK ARE OWNED AND OPERATED BY A
 ND0248'MR. DAN ROGALA, AND IS LOCALLY REFERRED TO AS DANS BEACH.
 ND0248'
 ND0248'TO REACH THE STATION FROM THE INTERSECTION OF US RTE 20 AND OH
 ND0248'RTE 7 AT CONNEAUT, PROCEED EASTERLY FOR 3.4 MILES, PAST THE OH/PA
 ND0248'STATE LINE, TO THE JUNCTION OF US RTE 20 AND PA RTE 5.  TURN LEFT,
 ND0248'EAST, ON PA RTE 5 AND CONTINUE FOR 5.0 MILES TO THE
 ND0248'INTERSECTION OF PA RTE 215.  TURN LEFT, NORTH, ONTO HOLLIDAY
 ND0248'ROAD (NORTHERN EXTENSION OF PA RTE 215), PASSING THROUGH THE
 ND0248'VILLAGE OF NORTH SPRINGFIELD, AND CONTINUE FOR 1.52 MILES PAST
 ND0248'CAMP JUDSON ON THE RIGHT.  AND TO A SMALL DIRT ROAD LEADING
 ND0248'NORTHERLY THROUGH AN OPEN GRASSY AREA.  TURN RIGHT AND
 ND0248'CONTINUE FOR ABOUT 100 YARDS DOWN THROUGH A CUT IN THE BLUFF
 ND0248'TO THE BOAT LAUNCHING RAMP AND THE STATION.
 ND0248'
 ND0248'THE STATION MARK IS A STANDARD NOS DISK STAMPED DANS BEACH
 ND0248'LSC 1975, SET FLUSH ATOP THE HIGHEST PORTION OF THE CONCRETE
 ND0248'SEAWALL, AND IS 29.25 FEET NORTH OF THE SOUTHERN EDGE OF THE
 ND0248'SEAWALL, 3.35 FEET EAST OF THE WESTERN EDGE, 3.60 FEET WEST OF THE
 ND0248'EASTERN SIDE, AND 4.65 FEET SOUTHWEST OF THE NORTHEASTERN CORNER.
 ND0248'
 ND0248'NO REFERENCE MARKS WERE SET AT THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3142 ***********************************************************************
 KW3142  DESIGNATION -  DANVILLE GEISINGER HOSP STACK
 KW3142  PID         -  KW3142
 KW3142  STATE/COUNTY-  PA/MONTOUR
 KW3142  USGS QUAD   -  DANVILLE (1994)
 KW3142
 KW3142                         *CURRENT SURVEY CONTROL
 KW3142  ___________________________________________________________________
 KW3142* NAD 83(1992)-  40 58 07.46794(N)    076 36 25.46639(W)     ADJUSTED  
 KW3142* NAVD 88     -                                                        
 KW3142  ___________________________________________________________________
 KW3142  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 KW3142  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KW3142
 KW3142  HORZ ORDER  -  THIRD
 KW3142
 KW3142.The horizontal coordinates were established by classical geodetic methods
 KW3142.and adjusted by the National Geodetic Survey in June 2002..
 KW3142
 KW3142
 KW3142.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3142
 KW3142.The geoid height was determined by GEOID03.
 KW3142
 KW3142;                    North         East     Units Scale Factor Converg.
 KW3142;SPC PA N     -    89,708.155   696,201.694   MT  0.99998731   +0 45 21.9
 KW3142;SPC PA N     -   294,317.51  2,284,121.72   sFT  0.99998731   +0 45 21.9
 KW3142;UTM  18      - 4,536,530.599   364,776.259   MT  0.99982506   -1 03 13.8
 KW3142
 KW3142                          SUPERSEDED SURVEY CONTROL
 KW3142
 KW3142  NAD 83(1986)-  40 58 07.46757(N)    076 36 25.46264(W) AD(       ) 4
 KW3142  NAD 27      -  40 58 07.15600(N)    076 36 26.62100(W) AD(       ) 3
 KW3142
 KW3142.Superseded values are not recommended for survey control.
 KW3142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3142.See file dsdata.txt to determine how the superseded data were derived.
 KW3142
 KW3142_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL6477636531(NAD 83)
 KW3142_MARKER: 63 = STACK
 KW3142
 KW3142  HISTORY     - Date     Condition        Report By
 KW3142  HISTORY     - 1958     FIRST OBSERVED   CGS
 KW3142  HISTORY     - 1965     GOOD             USN
 KW3142  HISTORY     - 1989     GOOD             USPSQD
 KW3142
 KW3142                          STATION DESCRIPTION
 KW3142
 KW3142'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KW3142'THE STATION IS THE TOP CENTER OF THE STACK WHICH IS LOCATED ON THE
 KW3142'NORTH SIDE OF DANVILLE.
 KW3142'
 KW3142'THE STACK IS A LIGHT YELLOW BRICK STACK APPROXIMATELY 150 FEET HIGH.
 KW3142
 KW3142                          STATION RECOVERY (1965)
 KW3142
 KW3142'RECOVERY NOTE BY US NAVY 1965
 KW3142'STATION WAS RECOVERED.
 KW3142
 KW3142                          STATION RECOVERY (1989)
 KW3142
 KW3142'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW3142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3146 ***********************************************************************
 KW3146  DESIGNATION -  DANVILLE RADIO SERVICE MAST
 KW3146  PID         -  KW3146
 KW3146  STATE/COUNTY-  PA/COLUMBIA
 KW3146  USGS QUAD   -  DANVILLE (1994)
 KW3146
 KW3146                         *CURRENT SURVEY CONTROL
 KW3146  ___________________________________________________________________
 KW3146* NAD 83(1992)-  40 59 14.25008(N)    076 32 47.59527(W)     ADJUSTED  
 KW3146* NAVD 88     -                                                        
 KW3146  ___________________________________________________________________
 KW3146  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 KW3146  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KW3146
 KW3146  HORZ ORDER  -  THIRD
 KW3146
 KW3146.The horizontal coordinates were established by classical geodetic methods
 KW3146.and adjusted by the National Geodetic Survey in June 2002..
 KW3146
 KW3146
 KW3146.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3146
 KW3146.The geoid height was determined by GEOID03.
 KW3146
 KW3146;                    North         East     Units Scale Factor Converg.
 KW3146;SPC PA N     -    91,837.038   701,266.784   MT  0.99998485   +0 47 46.1
 KW3146;SPC PA N     -   301,302.02  2,300,739.44   sFT  0.99998485   +0 47 46.1
 KW3146;UTM  18      - 4,538,498.079   369,905.203   MT  0.99980831   -1 00 52.3
 KW3146
 KW3146                          SUPERSEDED SURVEY CONTROL
 KW3146
 KW3146  NAD 83(1986)-  40 59 14.24951(N)    076 32 47.59231(W) AD(       ) 4
 KW3146  NAD 27      -  40 59 13.93300(N)    076 32 48.77400(W) AD(       ) 3
 KW3146
 KW3146.Superseded values are not recommended for survey control.
 KW3146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3146.See file dsdata.txt to determine how the superseded data were derived.
 KW3146
 KW3146_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL6990538498(NAD 83)
 KW3146_MARKER: 43 = RADIO/TV TOWER
 KW3146
 KW3146  HISTORY     - Date     Condition        Report By
 KW3146  HISTORY     - 1958     FIRST OBSERVED   CGS
 KW3146
 KW3146                          STATION DESCRIPTION
 KW3146
 KW3146'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KW3146'THE STATION IS THE ANTENNA ATOP THE MAST WHICH IS LOCATED ABOUT 5.0
 KW3146'MILES WEST OF BLOOMSBURG AND 4.0 MILES EAST- NORTHEAST OF
 KW3146'DANVILLE.
 KW3146'
 KW3146'THE MAST IS A SLENDER RED AND WHITE STEEL STRUCTURE ABOUT 125 FEET
 KW3146'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3143 ***********************************************************************
 KW3143  DESIGNATION -  DANVILLE SLOVAK GIRLS ACAD TWR
 KW3143  PID         -  KW3143
 KW3143  STATE/COUNTY-  PA/MONTOUR
 KW3143  USGS QUAD   -  DANVILLE (1994)
 KW3143
 KW3143                         *CURRENT SURVEY CONTROL
 KW3143  ___________________________________________________________________
 KW3143* NAD 83(1992)-  40 57 46.74310(N)    076 36 10.84006(W)     ADJUSTED  
 KW3143* NAVD 88     -                                                        
 KW3143  ___________________________________________________________________
 KW3143  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 KW3143  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KW3143
 KW3143  HORZ ORDER  -  THIRD
 KW3143
 KW3143.The horizontal coordinates were established by classical geodetic methods
 KW3143.and adjusted by the National Geodetic Survey in June 2002..
 KW3143
 KW3143
 KW3143.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3143
 KW3143.The geoid height was determined by GEOID03.
 KW3143
 KW3143;                    North         East     Units Scale Factor Converg.
 KW3143;SPC PA N     -    89,073.417   696,552.118   MT  0.99998810   +0 45 31.6
 KW3143;SPC PA N     -   292,235.04  2,285,271.41   sFT  0.99998810   +0 45 31.6
 KW3143;UTM  18      - 4,535,885.216   365,106.407   MT  0.99982396   -1 03 03.8
 KW3143
 KW3143                          SUPERSEDED SURVEY CONTROL
 KW3143
 KW3143  NAD 83(1986)-  40 57 46.74259(N)    076 36 10.83664(W) AD(       ) 4
 KW3143  NAD 27      -  40 57 46.43000(N)    076 36 11.99900(W) AD(       ) 3
 KW3143
 KW3143.Superseded values are not recommended for survey control.
 KW3143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3143.See file dsdata.txt to determine how the superseded data were derived.
 KW3143
 KW3143_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL6510635885(NAD 83)
 KW3143_MARKER: 55 = TOWER
 KW3143
 KW3143  HISTORY     - Date     Condition        Report By
 KW3143  HISTORY     - 1958     FIRST OBSERVED   CGS
 KW3143  HISTORY     - 1965     GOOD             USN
 KW3143  HISTORY     - 1989     GOOD             USPSQD
 KW3143
 KW3143                          STATION DESCRIPTION
 KW3143
 KW3143'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KW3143'THE STATION IS THE TOP CENTER OF THE TOWER WHICH IS LOCATED ON THE
 KW3143'EAST SIDE OF DANVILLE.
 KW3143'
 KW3143'THE TOWER IS A SQUARE STONE TOWER APPROXIMATELY 200 FEET HIGH.
 KW3143
 KW3143                          STATION RECOVERY (1965)
 KW3143
 KW3143'RECOVERY NOTE BY US NAVY 1965
 KW3143'STATION WAS RECOVERED.
 KW3143
 KW3143                          STATION RECOVERY (1989)
 KW3143
 KW3143'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW3143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2643 ***********************************************************************
 LY2643  DESIGNATION -  DARK
 LY2643  PID         -  LY2643
 LY2643  STATE/COUNTY-  PA/PIKE
 LY2643  USGS QUAD   -  EDGEMERE (1992)
 LY2643
 LY2643                         *CURRENT SURVEY CONTROL
 LY2643  ___________________________________________________________________
 LY2643* NAD 83(1992)-  41 18 22.84867(N)    074 56 42.24936(W)     ADJUSTED  
 LY2643* NAVD 88     -       456.5    (meters)    1498.     (feet)  VERTCON   
 LY2643  ___________________________________________________________________
 LY2643  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 LY2643  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LY2643
 LY2643  HORZ ORDER  -  FIRST
 LY2643
 LY2643.The horizontal coordinates were established by classical geodetic methods
 LY2643.and adjusted by the National Geodetic Survey in June 2002..
 LY2643
 LY2643.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2643
 LY2643.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2643
 LY2643.The geoid height was determined by GEOID03.
 LY2643
 LY2643;                    North         East     Units Scale Factor Converg.
 LY2643;SPC PA N     -   130,368.797   834,846.554   MT  0.99995871   +1 51 20.1
 LY2643;SPC PA N     -   427,718.29  2,738,992.40   sFT  0.99995871   +1 51 20.1
 LY2643;SPC NJ       -   274,661.633   112,731.609   MT  0.99991709   -0 17 37.6
 LY2643;SPC NJ       -   901,119.04    369,853.62   sFT  0.99991709   -0 17 37.6
 LY2643;UTM  18      - 4,572,766.831   504,598.303   MT  0.99960026   +0 02 10.5
 LY2643
 LY2643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2643!SPC PA N     -   0.99993344  x   0.99995871  =   0.99989215
 LY2643!SPC NJ       -   0.99993344  x   0.99991709  =   0.99985054
 LY2643!UTM  18      -   0.99993344  x   0.99960026  =   0.99953373
 LY2643
 LY2643:                Primary Azimuth Mark                     Grid Az
 LY2643:SPC PA N     -  BUCKHORN RIDGE FIRE TOWER                042 32 52.1
 LY2643:SPC NJ       -  BUCKHORN RIDGE FIRE TOWER                044 41 49.8
 LY2643:UTM  18      -  BUCKHORN RIDGE FIRE TOWER                044 22 01.7
 LY2643
 LY2643|---------------------------------------------------------------------|
 LY2643| PID    Reference Object                     Distance      Geod. Az  |
 LY2643|                                                           dddmmss.s |
 LY2643| LY2637 BUCKHORN RIDGE FIRE TOWER           APPROX.13.4 KM 0442412.2 |
 LY2643| LY2607 HIGH POINT MOUNMENT                 APPROX.23.8 KM 0855955.6 |
 LY2643| CB3951 DARK RM 1                            14.330 METERS 10020     |
 LY2643| CB3952 DARK RM 2                            32.950 METERS 17403     |
 LY2643| LY2679 HIGH KNOB FIRE TOWER                APPROX.15.1 KM 2671406.9 |
 LY2643|---------------------------------------------------------------------|
 LY2643
 LY2643                          SUPERSEDED SURVEY CONTROL
 LY2643
 LY2643  NAD 83(1996)-  41 18 22.84885(N)    074 56 42.24948(W) AD(       ) 1
 LY2643  NAD 83(1996)-  41 18 22.84926(N)    074 56 42.25033(W) AD(       ) 1
 LY2643  NAD 83(1986)-  41 18 22.85031(N)    074 56 42.24991(W) AD(       ) 1
 LY2643  NAD 27      -  41 18 22.51800(N)    074 56 43.63600(W) AD(       ) 1
 LY2643  NGVD 29 (07/19/86)  456.7    (m)         1498.     (f) VERT ANG       
 LY2643
 LY2643.Superseded values are not recommended for survey control.
 LY2643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2643.See file dsdata.txt to determine how the superseded data were derived.
 LY2643
 LY2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL0459872767(NAD 83)
 LY2643_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2643
 LY2643  HISTORY     - Date     Condition        Report By
 LY2643  HISTORY     - 1940     MONUMENTED       CGS
 LY2643  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LY2643
 LY2643                          STATION DESCRIPTION
 LY2643
 LY2643'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RJS)
 LY2643'STATION IS LOCATED ON TOP OF A HILL JUST SOUTH OF LOG TAVERN PONDS.
 LY2643'THE MARK PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND AND
 LY2643'IS A STANDARD DISK SET IN A CONCRETE POST ABOUT 12 INCHES SQUARE.
 LY2643'STATION IS ABOUT 7-1/2 MILES WEST OF MILFORD.  NOTES 1A AND 7A.
 LY2643'
 LY2643'REFERENCE MARK NO. 1 IS EAST OF THE STATION AND THE BOULDER IN WHICH
 LY2643'IT IS SET IS ABOUT 2 FEET SQUARE AT THE TOP AND PROJECTS ABOUT 1
 LY2643'FOOT ABOVE THE SURFACE OF THE GROUND.  NOTE 12C.
 LY2643'
 LY2643'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION IN A ROCK OUTCROP
 LY2643'PROJECTING ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 LY2643'NOTE 12A.
 LY2643'
 LY2643'TO REACH FROM THE STOP LIGHT IN MILFORD AT THE JUNCTION OF U.S.
 LY2643'HIGHWAYS 6 AND 209, GO WEST ON U.S. HIGHWAY 6 FOR 0.2 MILE, THEN
 LY2643'TURN LEFT AND FOLLOW STATE HIGHWAY 962, SOUTHWEST FOR 3.2 MILES TO
 LY2643'PAVED CROSSROADS, CONTINUE STRAIGHT AHEAD FOR 0.75 MILE TO A FORK,
 LY2643'THENCE RIGHT AND FOLLOW MAIN PAVED ROAD WESTERLY FOR 3.65 MILES TO
 LY2643'END OF PAVEMENT, CONTINUE STRAIGHT AHEAD ON GRAVEL FOR 0.6 MILE TO
 LY2643'A DIRT ROAD RIGHT AND SIGN PRIVATE ROADWAY, THEN TAKE THIS RIGHT FORK
 LY2643'AND GO 0.85 MILE TO THE TOP OF A SMALL HILL AND A TRIANGLE BLAZE
 LY2643'ON A 2-FOOT PINE TREE ON THE RIGHT AND A TRIANGLE BLAZE ON A 1-FOOT
 LY2643'PINE TREE ON THE LEFT, HERE TURN LEFT AND WORK WAY TO TOP OF THE
 LY2643'HILL.
 LY2643'
 LY2643'NO AZIMUTH MARK WAS ESTABLISHED BECAUSE OF THICK WOODS.  HIGH POINT
 LY2643'MONUMENT OR HIGH KNOB FIRE TOWER CAN BE USED AS AN AZIMUTH MARK BUT
 LY2643'A 25-FOOT STAND WILL BE REQUIRED TO SEE EITHER ONE.
 LY2643'
 LY2643'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 LY2643
 LY2643                          STATION RECOVERY (1959)
 LY2643
 LY2643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY2643'THE STATION, REFERENCE MARKS 1, 2 WERE RECOVERED AS DESCRIBED AND
 LY2643'FOUND IN GOOD CONDITION.  THE MEASUREMENTS AND OBSERVATIONS
 LY2643'CHECKED THE 1940 DATA.  THE MILAGES IN THE ORIGINAL DESCRIPTION WERE
 LY2643'FOUND TO BE IN ERROR.  A NEW TO REACH AND ADDITIONAL NOTES FOLLOW.
 LY2643'
 LY2643'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 209, 206 AND
 LY2643'6 IN MILFORD, GO NORTHWEST ON HIGHWAY 6 FOR 0.25 MILE TO THE
 LY2643'JUNCTION OF U.S. HIGHWAY 6 AND STATE HIGHWAY 962 AND SIGN CHILDS PARK
 LY2643'9 ON THE LEFT, SOUTHWEST, SIDE OF THE HIGHWAY.  TURN LEFT AS PER
 LY2643'SIGN CHILDS PARK 9 AND GO SOUTHWEST ON STATE HIGHWAY 962 FOR 3.30
 LY2643'MILES TO A CROSSROAD, BLACKTOP, CONTINUE STRAIGHT AHEAD, WEST,
 LY2643'ON STATE HIGHWAY 962 FOR 0.8 MILE TO A Y-INTERSECTION.  THE JUNCTION
 LY2643'OF STATE HIGHWAY 962 AND COUNTY ROUTE 51007.  TAKE THE RIGHT FORK
 LY2643'AND GO SOUTHWEST ON COUNTY ROUTE 51007 FOR 3.5 MILES TO A Y-
 LY2643'INTERSECTION AND SIGN CAMP INDIAN TRAILS.  TAKE THE LEFT FORK AND GO
 LY2643'SOUTHWEST ON A BLACKTOP ROAD FOR 0.2 MILE TO FOUR STONE PILLARS ON
 LY2643'THE RIGHT AND THE END OF THE BLACKTOP ROAD.  CONTINUE STRAIGHT AHEAD
 LY2643'ON THE MAIN GRAVELED ROAD FOR 0.65 MILE TO A TRACK ROAD AND SIGN
 LY2643'PRIVATE ROADWAY ON THE RIGHT HAND SIDE OF THE GRAVELED ROAD.  NOTE- A
 LY2643'FOUR-WHEEL DRIVE VEHICLE IS REQUIRED TO DRIVE FROM THIS POINT.
 LY2643'TURN RIGHT AND GO NORTHWEST ON THE PRIVATE ROADWAY, UPHILL FOR 0.92
 LY2643'MILE TO A 8-INCH PINE TREE WITH A TRIANGULAR BLAZE AND A WOODS ROAD
 LY2643'ON THE LEFT.  TURN LEFT AND GO WEST ON THE WOODS ROAD FOR 0.26 MILE
 LY2643'TO THE TOP OF TIMBER COVERED HILL AND STATION.
 LY2643'
 LY2643'THE PROPERTY IS NOW OWNED BY SUNNYLANDS INC.
 LY2643'
 LY2643'HEIGHT OF LIGHT - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3061 ***********************************************************************
 KY3061  DESIGNATION -  DARLINGTON
 KY3061  PID         -  KY3061
 KY3061  STATE/COUNTY-  PA/BEAVER
 KY3061  USGS QUAD   -  NEW GALILEE (1979)
 KY3061
 KY3061                         *CURRENT SURVEY CONTROL
 KY3061  ___________________________________________________________________
 KY3061* NAD 83(1992)-  40 49 12.79946(N)    080 26 49.27766(W)     ADJUSTED  
 KY3061* NAVD 88     -       361.     (meters)    1184.     (feet)  SCALED    
 KY3061  ___________________________________________________________________
 KY3061  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 KY3061  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 KY3061
 KY3061  HORZ ORDER  -  SECOND
 KY3061
 KY3061.The horizontal coordinates were established by classical geodetic methods
 KY3061.and adjusted by the National Geodetic Survey in June 2002..
 KY3061
 KY3061.The orthometric height was scaled from a topographic map.
 KY3061
 KY3061.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3061
 KY3061.The geoid height was determined by GEOID03.
 KY3061
 KY3061;                    North         East     Units Scale Factor Converg.
 KY3061;SPC PA S     -   168,573.788   372,510.013   MT  0.99998026   -1 44 59.3
 KY3061;SPC PA S     -   553,062.50  1,222,143.27   sFT  0.99998026   -1 44 59.3
 KY3061;SPC OH N     -   130,135.754   773,171.264   MT  0.99994842   +1 20 55.3
 KY3061;UTM  17      - 4,518,947.422   546,632.573   MT  0.99962676   +0 21 41.3
 KY3061
 KY3061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3061!SPC PA S     -   0.99994877  x   0.99998026  =   0.99992903
 KY3061!SPC OH N     -   0.99994877  x   0.99994842  =   0.99989720
 KY3061!UTM  17      -   0.99994877  x   0.99962676  =   0.99957555
 KY3061
 KY3061|---------------------------------------------------------------------|
 KY3061| PID    Reference Object                     Distance      Geod. Az  |
 KY3061|                                                           dddmmss.s |
 KY3061| CX4375 DARLINGTON RM 1                      22.177 METERS 06852     |
 KY3061| CX4376 DARLINGTON RM 2                      23.173 METERS 16217     |
 KY3061| CX4374 DARLINGTON AZ MK                                   3093835.8 |
 KY3061|---------------------------------------------------------------------|
 KY3061
 KY3061                          SUPERSEDED SURVEY CONTROL
 KY3061
 KY3061  NAD 83(1995)-  40 49 12.79947(N)    080 26 49.27767(W) AD(       ) 2
 KY3061  NAD 83(1986)-  40 49 12.80554(N)    080 26 49.28181(W) AD(       ) 2
 KY3061  NAD 27      -  40 49 12.57900(N)    080 26 50.04200(W) AD(       ) 2
 KY3061
 KY3061.Superseded values are not recommended for survey control.
 KY3061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3061.See file dsdata.txt to determine how the superseded data were derived.
 KY3061
 KY3061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF4663318947(NAD 83)
 KY3061_MARKER: DS = TRIANGULATION STATION DISK
 KY3061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3061
 KY3061  HISTORY     - Date     Condition        Report By
 KY3061  HISTORY     - 1949     MONUMENTED       CGS
 KY3061
 KY3061                          STATION DESCRIPTION
 KY3061
 KY3061'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (PLB)
 KY3061'THE STATION IS LOCATED ABOUT 5-1/2 MILES EAST OF THE
 KY3061'PENNSYLVANIA-OHIO STATE LINE, 1-1/2 MILES NORTHWEST OF
 KY3061'DARLINGTON, ON A FLAT TOPPED KNOLL ON THE CREST OF A TIMBERED
 KY3061'RIDGE BETWEEN MCCAUTRY AND DILWORTH RUNS IN DARLINGTON TOWNSHIP.
 KY3061'IT IS APPROXIMATELY 0.05 MILE NORTH OF A GRAVELED ROAD AND NEAR
 KY3061'THE NORTH END OF THE KNOLL.  THE MARK IS STAMPED DARLINGTON 1949.
 KY3061'
 KY3061'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE FLUSH WITH THE
 KY3061'SURFACE AND ARE STAMPED DARLINGTON 1949 NO. 2 AND DARLINGTON 1949
 KY3061'NO. 1 RESPECTIVELY.
 KY3061'
 KY3061'THE AZIMUTH MARK IS A STANDARD DISK SET IN A 1 FOOT SQUARE
 KY3061'CONCRETE POST PROJECTING 2 INCHES ABOVE THE SURFACE.  IT IS 60
 KY3061'PACES WEST OF A CURVE IN THE ROAD, 16 FEET SOUTHWEST OF THE
 KY3061'CENTERLINE OF A GRAVELED ROAD AND 7 FEET NORTHWEST OF A LARGE OAK
 KY3061'TREE.  IT IS STAMPED DARLINGTON 1949.
 KY3061'
 KY3061'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES NO 51, 551,
 KY3061'AND 168 IN DARLINGTON, GO NORTHERLY FOR 0.15 MILE THENCE LEFT FOR
 KY3061'0.25 MILE TO A POINT WHERE A TRACK ROAD LEADS RIGHT TO A MINE.
 KY3061'CONTINUE AHEAD ON THE MAIN TRAVELED ROAD FOR 1.8 MILE TO AN OPEN
 KY3061'AREA AND THE STATION ON THE KNOLL ON THE RIGHT.  TO REACH THE
 KY3061'AZIMUTH MARK FROM THIS POINT, CONTINUE AHEAD ON A WINDING ROAD FOR
 KY3061'1.05 MILES TO A Y-INTERSECTION.  TURN RIGHT, GOING 0.05 MILE TO
 KY3061'THE MARK ON THE RIGHT NEAR A LARGE OAK TREE.
 KY3061'
 KY3061'A 4 X 4 INCH WITNESS POST, PAINTED WHITE, IS 9.2 FEET NE OF STATION.
 KY3061'
 KY3061'A 4 X 4 INCH WITNESS POST, PAINTED WHITE, IS 4.1 FEET NW OF
 KY3061'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1667 ***********************************************************************
 LZ1667  DESIGNATION -  DARRELL
 LZ1667  PID         -  LZ1667
 LZ1667  STATE/COUNTY-  PA/LYCOMING
 LZ1667  USGS QUAD   -  NAUVOO (1986)
 LZ1667
 LZ1667                         *CURRENT SURVEY CONTROL
 LZ1667  ___________________________________________________________________
 LZ1667* NAD 83(1992)-  41 30 19.73733(N)    077 10 39.77363(W)     ADJUSTED  
 LZ1667* NAVD 88     -       674.7    (meters)    2214.     (feet)  VERTCON   
 LZ1667  ___________________________________________________________________
 LZ1667  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 LZ1667  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 LZ1667
 LZ1667  HORZ ORDER  -  SECOND
 LZ1667
 LZ1667.The horizontal coordinates were established by classical geodetic methods
 LZ1667.and adjusted by the National Geodetic Survey in June 2002..
 LZ1667
 LZ1667.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1667
 LZ1667.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1667
 LZ1667.The geoid height was determined by GEOID03.
 LZ1667
 LZ1667;                    North         East     Units Scale Factor Converg.
 LZ1667;SPC PA N     -   148,838.882   647,777.230   MT  0.99995802   +0 22 42.9
 LZ1667;SPC PA N     -   488,315.57  2,125,249.13   sFT  0.99995802   +0 22 42.9
 LZ1667;UTM  18      - 4,597,162.401   318,251.804   MT  1.00000652   -1 26 36.8
 LZ1667
 LZ1667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1667!SPC PA N     -   0.99989931  x   0.99995802  =   0.99985734
 LZ1667!UTM  18      -   0.99989931  x   1.00000652  =   0.99990583
 LZ1667
 LZ1667:                Primary Azimuth Mark                     Grid Az
 LZ1667:SPC PA N     -  BLOSS PENNA GAME COMM MAST               014 07 10.1
 LZ1667:UTM  18      -  BLOSS PENNA GAME COMM MAST               015 56 29.8
 LZ1667
 LZ1667|---------------------------------------------------------------------|
 LZ1667| PID    Reference Object                     Distance      Geod. Az  |
 LZ1667|                                                           dddmmss.s |
 LZ1667| LZ1663 BLOSS PENNA GAME COMM MAST          APPROX.13.2 KM 0142953.0 |
 LZ1667| LZ1665 BLOSS CABLE TV CO MAST              APPROX.13.3 KM 0151503.6 |
 LZ1667| CJ9618 DARRELL AZ MK                                      0694809.2 |
 LZ1667| CJ9619 DARRELL RM 1                         18.375 METERS 13230     |
 LZ1667| LZ1666 ZUCKER USGS 1969                     22.403 METERS 21558     |
 LZ1667|---------------------------------------------------------------------|
 LZ1667
 LZ1667                          SUPERSEDED SURVEY CONTROL
 LZ1667
 LZ1667  NAD 83(1996)-  41 30 19.73599(N)    077 10 39.77255(W) AD(       ) 2
 LZ1667  NAD 83(1986)-  41 30 19.73677(N)    077 10 39.77247(W) AD(       ) 2
 LZ1667  NAD 27      -  41 30 19.47590(N)    077 10 40.85327(W) AD(       ) 2
 LZ1667  NGVD 29 (07/19/86)  674.9    (m)         2214.     (f) VERT ANG       
 LZ1667
 LZ1667.Superseded values are not recommended for survey control.
 LZ1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1667.See file dsdata.txt to determine how the superseded data were derived.
 LZ1667
 LZ1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL1825297162(NAD 83)
 LZ1667_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1667
 LZ1667  HISTORY     - Date     Condition        Report By
 LZ1667  HISTORY     - 1969     MONUMENTED       CGS
 LZ1667
 LZ1667                          STATION DESCRIPTION
 LZ1667
 LZ1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LZ1667'THE STATION IS LOCATED ABOUT 10.5 MILES NORTHWEST OF TROUT RUN, 5.5
 LZ1667'MILES SOUTHWEST OF LIBERTY AND 2.5 MILES WEST- NORTHWEST OF
 LZ1667'BUTTONWOOD.  IT IS ON THE HIGHEST POINT OF SUGAR HILL ON PROPERTY
 LZ1667'OWNED BY THE SUGAR HILL HUNTING CLUB.
 LZ1667'
 LZ1667'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 15 AND STATE
 LZ1667'HIGHWAY 284, ABOUT 0.5 MILE WEST-SOUTHWEST OF BUTTONWOOD, GO
 LZ1667'NORTHERLY ON U.S. HIGHWAY 15 FOR 1.25 MILES TO A SIDE ROAD ON THE
 LZ1667'LEFT, TURN LEFT AND GO WEST ON THE PAVED ROAD FOR 0.55 MILE TO A
 LZ1667'FORK, TAKE THE LEFT FORK AND GO NORTHWEST ON THE GRAVELED ROAD FOR
 LZ1667'1.0 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO SOUTHWEST ON THE
 LZ1667'GRAVELED ROAD FOR 1.3 MILES TO A T-ROAD, TURN LEFT AND GO SOUTH ON
 LZ1667'THE GRAVELED ROAD FOR 0.05 MILE TO A FORK, TAKE THE RIGHT FORK
 LZ1667'AND GO SOUTHWEST ON THE GRAVELED ROAD FOR 0.45 MILE TO A FORK,
 LZ1667'TAKE THE LEFT FORK AND GO SOUTHWEST ON THE GRAVELED ROAD FOR 0.25
 LZ1667'MILE TO A SIDE ROAD RIGHT AND A HUNTING CABIN ON THE RIGHT, CONTINUE
 LZ1667'SOUTH ON THE GRAVELED ROAD FOR 0.9 MILE TO THE AZIMUTH MARK ON THE
 LZ1667'RIGHT, CONTINUE SOUTHWEST ON THE GRAVELED ROAD FOR 0.1 MILE TO A
 LZ1667'FIELD ROAD ON THE RIGHT, TURN RIGHT AND GO WEST ON THE FIELD ROAD FOR
 LZ1667'0.1 MILE TO A ROCK FENCE, TURN LEFT AND GO SOUTHWEST ON A WOODS ROAD
 LZ1667'FOR 0.1 MILE TO THE HIGHEST POINT OF HILL AND STATION.
 LZ1667'
 LZ1667'THE STATION MARK IS 18 FEET NORTH-NORTHEAST OF A 12-INCH TRIANGULAR
 LZ1667'BLAZED PINE TREE AND 5.1 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 LZ1667'POST.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 LZ1667'CONCRETE POST PROJECTING 2 INCHES AND IS STAMPED DARRELL 1969.
 LZ1667'
 LZ1667'REFERENCE MARK NO. 1 IS 62.4 FEET SOUTHEAST OF THE METAL WITNESS POST
 LZ1667'AND 3 FEET EAST-NORTHEAST OF A 10-INCH TRIANGULAR BLAZED HEMLOCK
 LZ1667'TREE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 LZ1667'CONCRETE POST PROJECTING 4 INCHES AND IS STAMPED DARRELL NO 1
 LZ1667'1969.
 LZ1667'
 LZ1667'ZUCKER (USGS) IS 78.8 FEET SOUTHWEST OF THE METAL WITNESS POST AND 58
 LZ1667'FEET WEST-SOUTHWEST OF THE 12-INCH PINE TREE.  THE MARK IS A STANDARD
 LZ1667'U.S. GEOLOGICAL SURVEY DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 LZ1667'BEDROCK PROJECTING 2 INCHES AND IS STAMPED TRIAN STA ZUCKER REM KD
 LZ1667'1925.
 LZ1667'
 LZ1667'THE AZIMUTH MARK IS 54 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 LZ1667'THE ROAD, 5 FEET WEST-NORTHWEST OF A 10-INCH TRIANGULAR
 LZ1667'BLAZED MAPLE TREE AND 2.2 FEET SOUTHEAST OF A METAL WITNESS POST.
 LZ1667'THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 LZ1667'PROJECTING 2 INCHES AND IS STAMPED DARRELL 1969.
 LZ1667'
 LZ1667'HEIGHT OF LIGHT ABOVE STATION MARK 26.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0014 ***********************************************************************
 KY0014  DESIGNATION -  DASHIELD
 KY0014  PID         -  KY0014
 KY0014  STATE/COUNTY-  PA/ALLEGHENY
 KY0014  USGS QUAD   -  AMBRIDGE (1990)
 KY0014
 KY0014                         *CURRENT SURVEY CONTROL
 KY0014  ___________________________________________________________________
 KY0014* NAD 83(1986)-  40 32 51.     (N)    080 12 19.     (W)     SCALED    
 KY0014* NAVD 88     -       215.131  (meters)     705.81   (feet)  ADJUSTED  
 KY0014  ___________________________________________________________________
 KY0014  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KY0014  DYNAMIC HT  -         215.021 (meters)     705.45  (feet)  COMP
 KY0014  MODELED GRAV-     980,105.1   (mgal)                       NAVD 88
 KY0014
 KY0014  VERT ORDER  -  FIRST     CLASS I
 KY0014
 KY0014.The horizontal coordinates were scaled from a topographic map and have
 KY0014.an estimated accuracy of +/- 6 seconds.
 KY0014
 KY0014.The orthometric height was determined by differential leveling
 KY0014.and adjusted by the National Geodetic Survey in June 1991..
 KY0014
 KY0014.The geoid height was determined by GEOID03.
 KY0014
 KY0014.The dynamic height is computed by dividing the NAVD 88
 KY0014.geopotential number by the normal gravity value computed on the
 KY0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0014.degrees latitude (g = 980.6199 gals.).
 KY0014
 KY0014.The modeled gravity was interpolated from observed gravity values.
 KY0014
 KY0014;                    North         East    Units  Estimated Accuracy
 KY0014;SPC PA S     -   137,710.      392,050.      MT  (+/- 180 meters Scaled)
 KY0014
 KY0014                          SUPERSEDED SURVEY CONTROL
 KY0014
 KY0014  NGVD 29 (??/??/92)  215.265  (m)          706.25   (f) ADJ UNCH    1 1
 KY0014
 KY0014.Superseded values are not recommended for survey control.
 KY0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0014.See file dsdata.txt to determine how the superseded data were derived.
 KY0014
 KY0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE672888(NAD 83)
 KY0014_MARKER: DD = SURVEY DISK
 KY0014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0014_SP_SET: WALL
 KY0014_STAMPING: DASHIELD 1954
 KY0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0014
 KY0014  HISTORY     - Date     Condition        Report By
 KY0014  HISTORY     - 1954     MONUMENTED       DOD
 KY0014  HISTORY     - 1966     GOOD             NGS
 KY0014
 KY0014                          STATION DESCRIPTION
 KY0014
 KY0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY0014'3.6 MI W FROM CORAOPOLIS.
 KY0014'ABOUT 3.6 MILES WEST ALONG THE PITTSBURGH AND LAKE ERIE RAILROAD
 KY0014'FROM THE NEVILLE ISLAND BRIDGE AT CORAOPOLIS, ABOUT 0.4 MILE
 KY0014'SOUTHEAST OF MILEPOST NO. P 14, 50 YARDS NORTHEAST OF THE TRACK,
 KY0014'35 YARDS SOUTH OF THE SOUTHWEST END OF THE SOUTHEAST GATE TO THE
 KY0014'LARGE LOCK AT THE DASHIELD OHIO RIVER LOCK AND DAM, SET IN THE TOP
 KY0014'OF THE CONCRETE WALL AT THE SOUTHEAST END OF THE CONCRETE
 KY0014'PLATFORM, 37 FEET SOUTHWEST OF THE NORTHEAST FACE OF THE SOUTHWEST
 KY0014'WALL OF THE LOCK AND 25 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3120 ***********************************************************************
 KW3120  DESIGNATION -  DAUPHIN
 KW3120  PID         -  KW3120
 KW3120  STATE/COUNTY-  PA/DAUPHIN
 KW3120  USGS QUAD   -  HARRISBURG WEST (1987)
 KW3120
 KW3120                         *CURRENT SURVEY CONTROL
 KW3120  ___________________________________________________________________
 KW3120* NAD 83(1992)-  40 21 59.10508(N)    076 54 31.86168(W)     ADJUSTED  
 KW3120* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 KW3120  ___________________________________________________________________
 KW3120  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 KW3120  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 KW3120
 KW3120  HORZ ORDER  -  SECOND
 KW3120
 KW3120.The horizontal coordinates were established by classical geodetic methods
 KW3120.and adjusted by the National Geodetic Survey in June 2002..
 KW3120
 KW3120.The orthometric height was scaled from a topographic map.
 KW3120
 KW3120.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3120
 KW3120.The geoid height was determined by GEOID03.
 KW3120
 KW3120;                    North         East     Units Scale Factor Converg.
 KW3120;SPC PA S     -   115,048.591   671,439.702   MT  0.99996058   +0 32 44.6
 KW3120;SPC PA S     -   377,455.25  2,202,881.76   sFT  0.99996058   +0 32 44.6
 KW3120;UTM  18      - 4,470,176.229   337,930.467   MT  0.99992334   -1 14 11.7
 KW3120
 KW3120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3120!SPC PA S     -   0.99994092  x   0.99996058  =   0.99990150
 KW3120!UTM  18      -   0.99994092  x   0.99992334  =   0.99986427
 KW3120
 KW3120|---------------------------------------------------------------------|
 KW3120| PID    Reference Object                     Distance      Geod. Az  |
 KW3120|                                                           dddmmss.s |
 KW3120| CB3953 DAUPHIN RM 1                         21.394 METERS 01538     |
 KW3120| KW3119 DAUPHIN RM 2                         14.676 METERS 29945     |
 KW3120|---------------------------------------------------------------------|
 KW3120
 KW3120                          SUPERSEDED SURVEY CONTROL
 KW3120
 KW3120  NAD 83(1986)-  40 21 59.10141(N)    076 54 31.86166(W) AD(       ) 2
 KW3120  NAD 27      -  40 21 58.78980(N)    076 54 32.95580(W) AD(       ) 2
 KW3120
 KW3120.Superseded values are not recommended for survey control.
 KW3120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3120.See file dsdata.txt to determine how the superseded data were derived.
 KW3120
 KW3120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK3793070176(NAD 83)
 KW3120_MARKER: V = STONE MONUMENT
 KW3120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3120_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW3120+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2006
 KW3120
 KW3120  HISTORY     - Date     Condition        Report By
 KW3120  HISTORY     - 1883     MONUMENTED       CGS
 KW3120  HISTORY     - 1960     SEE DESCRIPTION  CGS
 KW3120  HISTORY     - 20020902 GOOD             INDIV
 KW3120  HISTORY     - 20060618 GOOD             GEOCAC
 KW3120
 KW3120                          STATION DESCRIPTION
 KW3120
 KW3120'DESCRIBED BY COAST AND GEODETIC SURVEY 1883 (MM)
 KW3120'SELECTED ON RECONNAISSANCE BY PROF. HAUPT IN 1877, ON THE CREST OF
 KW3120'THE SECOND BULE MOUNTAIN, ABOUT 2 MILES E OF THE VILLAGE OF
 KW3120'DAUPHIN, AND DEFINITELY LOCATED AND MARKED IN 1882.  STATION IS 8
 KW3120'MILES N OF HARRISBURG AND EASILY REACHED BY THE NORTHERN CENTRAL
 KW3120'RAILROAD OR THE READING RAILROAD.  THERE ARE TWO HOTELS OF WHICH THE
 KW3120'DAUPHIN HOUSE NEAR THE DEPOT APPEARS TO BE THE BEST.
 KW3120'
 KW3120'THE STATION IS MARKED BY A BOTTLE, MOUTH UPWARD, PLACED 3 FEET BELOW
 KW3120'THE SURFACE.  OVER THIS A FLAT STONE 2 FEET WIDE, 2-1/2 FEET LONG
 KW3120'AND 4 INCHES THICK, IN UPPER SURFACE OF WHICH A HOLE IS DRILLED.  ON
 KW3120'THIS IS SET A MONUMENT OF CUT BROWN STONE, ABOUT 30 INCHES LONG
 KW3120'AND 4 BY 10 INCHES WITH CROSS LINES ON TOP, HOLE AND CROSS LINES ARE
 KW3120'VERTICALLY OVER CENTER OF MOUTH OF BOTTLE.  FOUR HOLES ARE
 KW3120'DRILLED IN NEIGHBORING ROCK SO THAT LINES JOINING OPPOSITE ONES,
 KW3120'INTERSECT OVER CENTER OF STATION.
 KW3120'
 KW3120'BEARINGS AND DISTANCES FROM HOLES TO CENTER ARE- FROM N 43 DEG 1/2 E
 KW3120'IS 3.89 FEET, FROM N 69 DEG 1/2 W, IS 6.46 FEET, FROM S 43 DEG 1/2
 KW3120'W IS 10.40 FEET, FROM S 69 DEG 1/2 E IS 6.03 FEET.
 KW3120'
 KW3120'MICHAEL POWLEY CUT THE MONUMENT AND SET IT.  ABOVE THE STATION 2
 KW3120'TRIPODS WERE ERECTED THIS YEAR (1883).  THE HEIGHT OF THE HEIGHT OF
 KW3120'THE INTERIOR ONE IS 52 FEET.  THE BOUNDARY LINE BETWEEN 2 LAND OWNERS
 KW3120'RUNS THROUGH THE TOWER.  SAM SELLERS OWNS THE LAND ON THE N
 KW3120'SIDE.
 KW3120'
 KW3120'TO REACH THE STATION, TAKE THE MOUNTAIN ROAD FORM OPPOSITE DEPOT AND
 KW3120'FOLLOW IT TO SUMMIT OF RIDGE, THEN FOLLOW SUMMIT ABOUT 1/4 MILE
 KW3120'EASTWARD TO STATION.  THE SUMMIT IS VERY NARROW AND WELL MARKED, AND
 KW3120'IF REACHED AT ANY POINT MAY EASILY BE FOLLOWED UNTIL STATION IS
 KW3120'FOUND.
 KW3120
 KW3120                          STATION RECOVERY (1960)
 KW3120
 KW3120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW3120'STATION MARK FOUND AS DESCRIBED AND IN GOOD CONDITION.  DUE TO THE
 KW3120'STATION BEING BUILT NEAR THE EDGE OF A LEDGE WHICH DROPS OFF ABOUT
 KW3120'80 FEET A TOWER COULD NOT BE BUILT OVER THE STATION.  REFERENCE MARKS
 KW3120'1 AND 2 WERE SET AND OBSERVATIONS WERE MADE FROM R.M.
 KW3120'NO. 2.  THE STATION MARK WAS REMOVED AND A NEW CONCRETE MONUMENT WAS
 KW3120'ESTABLISHED IN PLACE OF THE BEER BOTTLE.  THE UNDERGROUND POINT
 KW3120'WAS HELD FOR THE NEW POINT.
 KW3120'
 KW3120'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12X12 INCH
 KW3120'CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES.  THE DISK IS
 KW3120'STAMPED DAUPHIN 1883 1960.  IT IS 58.0 FEET SOUTH OF THE CENTER OF A
 KW3120'TRACK ROAD, 48.0 FEET SOUTH-SOUTHEAST OF A 24-INCH TRIANGLE BLAZED
 KW3120'ASH TREE, 16.6 FEET EAST OF A 36-INCH TRIANGLE BLAZED ASH TREE THAT
 KW3120'HAS A Y FORK, 10.6 FEET NORTHEAST OF A DRILL HOLE IN A 3X6X6
 KW3120'FOOT BOULDER, 6.1 FEET SOUTHEAST OF A DRILL HOLE IN A 6X6 INCH
 KW3120'BOULDER, 10.6 FEET WEST-SOUTHWEST OF A 10-INCH TRIANGLE BLAZED ASH
 KW3120'TREE, ABOUT 6 FEET NORTH OF AN 80 FOOT DROP-OFF.
 KW3120'
 KW3120'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A 12X12
 KW3120'INCH CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES.  THE DISK IS
 KW3120'STAMPED DAUPHIN NO 1 1883 1960.  IT IS 4.5 FEET SOUTHWEST OF A 8-INCH
 KW3120'TRIANGLE BLAZED ASH TREE, 16.7 FEET SOUTH-SOUTHEAST OF A TRIANGLE
 KW3120'BLAZED 12-INCH ASH TREE, 8.0 FEET SOUTH OF THE CENTER OF A TRACK
 KW3120'ROAD, AND ABOUT 5.9 FEET LOWER THAN STATION.
 KW3120'
 KW3120'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 KW3120'MONUMENT THAT IS 12X12 INCHES.  THE DISK IS STAMPED DAUPHIN
 KW3120'NO 2 1883 1960 AND PROJECTS ABOUT 1 INCH.  IT IS 15.0 FEET SOUTH OF
 KW3120'THE CENTER OF A TRACK ROAD, 22.5 FEET SOUTH OF A 10-INCH TRIANGLE
 KW3120'BLAZED ASH TREE, 11.0 FEET EAST-NORTHEAST OF A 10-INCH TRIANGLE
 KW3120'BLAZED ASH TREE, 19.5 FEET WEST-SOUTHWEST OF A 24-INCH TRIANGLE
 KW3120'BLAZED ASH TREE, ABOUT 4.5 FEET LOWER THAN STATION.
 KW3120'
 KW3120'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK DUE TO HEAVY GROWTH
 KW3120'OF TREES.
 KW3120'
 KW3120'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 22 AND STATE
 KW3120'ROUTE 225 IN DAUPHIN GO SOUTHERLY ON ERIE STREET 0.05 MILE TO
 KW3120'HILLSIDE ROAD, TURN SHARP LEFT AND GO UPHILL ON HILLSIDE ROAD FOR
 KW3120'0.15 MILE TO A FORK, KEEP RIGHT FOR 0.1 MILE TO RESERVOIR ON THE
 KW3120'LEFT, CONTINUE STRAIGHT AHEAD ON DIRT ROAD FOR 0.7 MILE TO A SWITCH
 KW3120'BACK AND ETT FOR ALL TRUCKS OTHER THAN 4-WHEEL DRIVE VEHICLES.
 KW3120'PARK OR DRIVE AHEAD ON TRACK ROAD FOR 0.2 MILE TO A SMALL BRICK
 KW3120'BUILDING ON THE LEFT, TURN LEFT ON TRACK ROAD FOR 0.1 MILE TO
 KW3120'TRIANGLE BLAZED ASH TREES AND STATION AS DESCRIBED.
 KW3120
 KW3120                          STATION RECOVERY (2002)
 KW3120
 KW3120'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLM)
 KW3120'ASH TREE WITH Y HAS BEEN DESTROYED.
 KW3120
 KW3120                          STATION RECOVERY (2006)
 KW3120
 KW3120'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW3120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3119 ***********************************************************************
 KW3119  DESIGNATION -  DAUPHIN RM 2
 KW3119  PID         -  KW3119
 KW3119  STATE/COUNTY-  PA/DAUPHIN
 KW3119  USGS QUAD   -  HARRISBURG WEST (1987)
 KW3119
 KW3119                         *CURRENT SURVEY CONTROL
 KW3119  ___________________________________________________________________
 KW3119* NAD 83(1992)-  40 21 59.34116(N)    076 54 32.40176(W)     ADJUSTED  
 KW3119* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 KW3119  ___________________________________________________________________
 KW3119  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 KW3119  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 KW3119
 KW3119  HORZ ORDER  -  SECOND
 KW3119
 KW3119.The horizontal coordinates were established by classical geodetic methods
 KW3119.and adjusted by the National Geodetic Survey in June 2002..
 KW3119
 KW3119.The orthometric height was scaled from a topographic map.
 KW3119
 KW3119.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3119
 KW3119.The geoid height was determined by GEOID03.
 KW3119
 KW3119;                    North         East     Units Scale Factor Converg.
 KW3119;SPC PA S     -   115,055.751   671,426.892   MT  0.99996057   +0 32 44.3
 KW3119;SPC PA S     -   377,478.74  2,202,839.73   sFT  0.99996057   +0 32 44.3
 KW3119;UTM  18      - 4,470,183.783   337,917.886   MT  0.99992339   -1 14 12.0
 KW3119
 KW3119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3119!SPC PA S     -   0.99994092  x   0.99996057  =   0.99990149
 KW3119!UTM  18      -   0.99994092  x   0.99992339  =   0.99986432
 KW3119
 KW3119|---------------------------------------------------------------------|
 KW3119| PID    Reference Object                     Distance      Geod. Az  |
 KW3119|                                                           dddmmss.s |
 KW3119| CB3953 DAUPHIN RM 1                         22.815 METERS 05417     |
 KW3119| KW3114 LINGLE                              APPROX. 8.5 KM 0900754.5 |
 KW3119| KW3120 DAUPHIN                              14.676 METERS 11945     |
 KW3119| KW3128 ENOLA TV STATION WTPA MAST          APPROX. 6.6 KM 2120425.5 |
 KW3119| KW3118 DAUPHIN STATE POLICE MAST 1         121.755 METERS 25118     |
 KW3119|---------------------------------------------------------------------|
 KW3119
 KW3119                          SUPERSEDED SURVEY CONTROL
 KW3119
 KW3119  NAD 83(1986)-  40 21 59.33747(N)    076 54 32.40169(W) AD(       ) 2
 KW3119  NAD 27      -  40 21 59.02590(N)    076 54 33.49580(W) AD(       ) 2
 KW3119
 KW3119.Superseded values are not recommended for survey control.
 KW3119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3119.See file dsdata.txt to determine how the superseded data were derived.
 KW3119
 KW3119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK3791870184(NAD 83)
 KW3119_MARKER: DR = REFERENCE MARK DISK
 KW3119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3119_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW3119+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2006
 KW3119
 KW3119  HISTORY     - Date     Condition        Report By
 KW3119  HISTORY     - 1960     MONUMENTED       CGS
 KW3119  HISTORY     - 20060618 GOOD             GEOCAC
 KW3119
 KW3119                          STATION DESCRIPTION
 KW3119
 KW3119'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW3119'STATION IS LOCATED ABOUT 2 MILES EAST OF DAUPHIN AND ABOUT 8 MILES
 KW3119'NORTH OF HARRISBURG ON THE CREST OF THE SECOND BLUE MOUNTAIN.
 KW3119'
 KW3119'STATION IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12X12
 KW3119'INCH CONCRETE MONUMENT THAT PROJECTS ABOUT 1 INCH.  THE DISK IS
 KW3119'STAMPED DAUPHIN NO 2 1883 1960.  IT IS 15.0 FEET SOUTH OF THE CENTER
 KW3119'OF A TRACK ROAD, 22.5 FEET SOUTH OF A 10-INCH TRIANGLE BLAZED ASH
 KW3119'TREE, 11.0 FEET EAST-NORTHEAST OF A 10-INCH TRIANGLE BLAZED ASH TREE,
 KW3119'19.5 FEET WEST- SOUTHWEST OF A 24-INCH TRIANGLE BLAZED ASH
 KW3119'TREE, 4.5 FEET LOWER THAN STATION, ABOUT 2 FEET ABOVE ELEVATION OF
 KW3119'R.M. NO.  1.  A STANDARD REFERENCE MARK DISK WAS SET IN AN IRREGULAR
 KW3119'MASS OF CONCRETE FOR THE UNDERGROUND MARK.
 KW3119'
 KW3119'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A 12X12
 KW3119'INCH CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES.  THE DISK IS
 KW3119'STAMPED DAUPHIN NO 1 1883 1960 WITH THE ARROW POINTING TOWARDS
 KW3119'STATION DAUPHIN 1883.  IT IS 4.5 FEET SOUTHWEST OF A 8-INCH
 KW3119'TRIANGLE BLAZED ASH TREE, 16.7 FEET SOUTH-SOUTHEAST OF A 12-INCH
 KW3119'TRIANGLE BLAZED ASH TREE, 8.0 FEET SOUTH OF THE CENTER OF A TRACK
 KW3119'ROAD, ABOUT 2 FEET LOWER THAN R.M. NO. 2 AND ABOUT 5.9 FEET LOWER
 KW3119'THAN STATION.
 KW3119'
 KW3119'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 22 AND STATE
 KW3119'ROUTE 225 IN DAUPHIN, GO SOUTHERLY ON ERIE STREET FOR 0.05
 KW3119'MILE TO HILLSIDE ROAD, TURN SHARP LEFT AND GO UPHILL ON HILLSIDE ROAD
 KW3119'FOR 0.15 MILE TO A FORK, KEEP RIGHT FORK FOR 0.1 MILE TO A
 KW3119'RESERVOIR ON THE LEFT, CONTINUE STRAIGHT AHEAD ON DIRT ROAD FOR 0.7
 KW3119'MILE TO A SWITCH BACK AND ETT FOR ALL TRUCKS OTHER THAN 4-WHEEL
 KW3119'DRIVE VEHICLES.  PACK OR DRIVE AHEAD ON DIRT ROAD FOR 0.2 MILE TO A
 KW3119'SMALL BRICK BUILDING ON THE LEFT, TURN LEFT ON TRACK ROAD FOR
 KW3119'0.1 MILE TO TRIANGLE BLAZED TREES AND STATION AS DESCRIBED.
 KW3119'HEIGHT OF LIGHT ABOVE STATION 21.96 METERS.
 KW3119
 KW3119                          STATION RECOVERY (2006)
 KW3119
 KW3119'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW3119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3126 ***********************************************************************
 KW3126  DESIGNATION -  DAUPHIN WATER GAP LOT
 KW3126  PID         -  KW3126
 KW3126  STATE/COUNTY-  PA/DAUPHIN
 KW3126  USGS QUAD   -  HARRISBURG WEST (1987)
 KW3126
 KW3126                         *CURRENT SURVEY CONTROL
 KW3126  ___________________________________________________________________
 KW3126* NAD 83(1992)-  40 22 07.10516(N)    076 58 09.19308(W)     ADJUSTED  
 KW3126* NAVD 88     -                                                        
 KW3126  ___________________________________________________________________
 KW3126  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 KW3126  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 KW3126
 KW3126  HORZ ORDER  -  THIRD
 KW3126
 KW3126.The horizontal coordinates were established by classical geodetic methods
 KW3126.and adjusted by the National Geodetic Survey in June 2002..
 KW3126
 KW3126
 KW3126.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3126
 KW3126.The geoid height was determined by GEOID03.
 KW3126
 KW3126;                    North         East     Units Scale Factor Converg.
 KW3126;SPC PA S     -   115,248.249   666,310.387   MT  0.99996052   +0 30 23.6
 KW3126;SPC PA S     -   378,110.30  2,186,053.33   sFT  0.99996052   +0 30 23.6
 KW3126;UTM  18      - 4,470,535.315   332,809.981   MT  0.99994409   -1 16 32.8
 KW3126
 KW3126                          SUPERSEDED SURVEY CONTROL
 KW3126
 KW3126  NAD 83(1986)-  40 22 07.10225(N)    076 58 09.19396(W) AD(       ) 4
 KW3126  NAD 27      -  40 22 06.79612(N)    076 58 10.28505(W) AD(       ) 3
 KW3126
 KW3126.Superseded values are not recommended for survey control.
 KW3126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3126.See file dsdata.txt to determine how the superseded data were derived.
 KW3126
 KW3126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK3281070535(NAD 83)
 KW3126_MARKER: 57 = LOOKOUT TOWER
 KW3126
 KW3126  HISTORY     - Date     Condition        Report By
 KW3126  HISTORY     - 1966     FIRST OBSERVED   CGS
 KW3126
 KW3126                          STATION DESCRIPTION
 KW3126
 KW3126'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW3126'STATION IS THE TOP CENTER OF THE WATER GAP LOOKOUT TOWER, OWNED BY
 KW3126'THE STATE FOREST SERVICE AND AT THE TOWN OF DAUPHIN JUST WEST OF
 KW3126'THE WATER GAP CAFE.  IT IS ABOUT 100 FEET IN HEIGHT AND ABOUT 150
 KW3126'FEET SOUTH OF U.S. HIGHWAY 22 AND 322.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2291 ***********************************************************************
 KX2291  DESIGNATION -  DAVID
 KX2291  PID         -  KX2291
 KX2291  STATE/COUNTY-  PA/SOMERSET
 KX2291  USGS QUAD   -  HOOVERSVILLE (1994)
 KX2291
 KX2291                         *CURRENT SURVEY CONTROL
 KX2291  ___________________________________________________________________
 KX2291* NAD 83(1992)-  40 13 26.08015(N)    078 56 39.81747(W)     ADJUSTED  
 KX2291* NAVD 88     -       618.7    (meters)    2030.     (feet)  VERTCON   
 KX2291  ___________________________________________________________________
 KX2291  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 KX2291  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KX2291
 KX2291  HORZ ORDER  -  SECOND
 KX2291
 KX2291.The horizontal coordinates were established by classical geodetic methods
 KX2291.and adjusted by the National Geodetic Survey in June 2002..
 KX2291
 KX2291.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2291
 KX2291.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2291
 KX2291.The geoid height was determined by GEOID03.
 KX2291
 KX2291;                    North         East     Units Scale Factor Converg.
 KX2291;SPC PA S     -    99,572.362   498,346.457   MT  0.99996729   -0 46 29.7
 KX2291;SPC PA S     -   326,680.32  1,634,991.67   sFT  0.99996729   -0 46 29.7
 KX2291;UTM  17      - 4,454,636.189   674,897.774   MT  0.99997656   +1 19 40.1
 KX2291
 KX2291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2291!SPC PA S     -   0.99990797  x   0.99996729  =   0.99987526
 KX2291!UTM  17      -   0.99990797  x   0.99997656  =   0.99988453
 KX2291
 KX2291:                Primary Azimuth Mark                     Grid Az
 KX2291:SPC PA S     -  JOHNSTOWN TV STATION WARD MAST           019 18 17.6
 KX2291:UTM  17      -  JOHNSTOWN TV STATION WARD MAST           017 12 07.8
 KX2291
 KX2291|---------------------------------------------------------------------|
 KX2291| PID    Reference Object                     Distance      Geod. Az  |
 KX2291|                                                           dddmmss.s |
 KX2291| KX2311 JOHNSTOWN TV STATION WARD MAST      APPROX.12.3 KM 0183147.9 |
 KX2291| CJ9621 DAVID RM 1                            4.530 METERS 12653     |
 KX2291| CJ9620 DAVID AZ MK                                        1850846.0 |
 KX2291| CJ9622 DAVID RM 2                            5.060 METERS 32013     |
 KX2291|---------------------------------------------------------------------|
 KX2291
 KX2291                          SUPERSEDED SURVEY CONTROL
 KX2291
 KX2291  NAD 83(1995)-  40 13 26.08636(N)    078 56 39.82699(W) AD(       ) 2
 KX2291  NAD 83(1986)-  40 13 26.08671(N)    078 56 39.82778(W) AD(       ) 2
 KX2291  NAD 27      -  40 13 25.81074(N)    078 56 40.73591(W) AD(       ) 2
 KX2291  NGVD 29 (07/19/86)  618.9    (m)         2031.     (f) VERT ANG       
 KX2291
 KX2291.Superseded values are not recommended for survey control.
 KX2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2291.See file dsdata.txt to determine how the superseded data were derived.
 KX2291
 KX2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE7489854636(NAD 83)
 KX2291_MARKER: DE = TRAVERSE STATION DISK
 KX2291_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KX2291
 KX2291  HISTORY     - Date     Condition        Report By
 KX2291  HISTORY     - 1967     MONUMENTED       CGS
 KX2291  HISTORY     - 1979     GOOD             NGS
 KX2291
 KX2291                          STATION DESCRIPTION
 KX2291
 KX2291'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2291'THE STATION IS LOCATED ABOUT 2.5 MILES EAST-NORTHEAST OF JEROME AND
 KX2291'0.5 MILE SOUTHWEST OF DAVIDSVILLE.  IT IS JUST NORTHWEST OF A
 KX2291'POWERLINE TOWER AND IS ON THE PROPERTY OF MR. JOE BROTZ.
 KX2291'
 KX2291'TO REACH THE STATION FROM THE POST OFFICE IN DAVIDSVILLE, GO SOUTH ON
 KX2291'STATE HIGHWAY 53 FOR 0.2 MILE TO A SIDE ROAD RIGHT, TURN
 KX2291'RIGHT AND GO SOUTHWEST ON PINE STREET FOR 0.4 MILE TO A SIDE ROAD
 KX2291'RIGHT, (TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE
 KX2291'SOUTHWEST ON PINE STREET FOR 0.3 MILE TO THE MARK ON THE LEFT), TURN
 KX2291'RIGHT AND GO WEST ON WESTERN AVENUE FOR 0.1 MILE TO A FORK,
 KX2291'KEEP THE RIGHT FORK AND CONTINUE WEST FOR 0.1 MILE TO THE BARN YARD
 KX2291'AND THE END OF TRUCK TRAVEL.  PACK NORTH UP STEEP HILL FOR
 KX2291'0.15 MILE TO THE POWERLINE TOWER AND THE STATION.
 KX2291'
 KX2291'THE STATION MARK IS 42 FEET NORTHWEST OF THE NORTHWEST LEG OF THE
 KX2291'POWERLINE TOWER, 3.5 FEET SOUTH OF A METAL WITNESS POST AND 3
 KX2291'FEET SOUTHWEST OF A WIRE FENCE.  THE MARK IS A STANDARD TRAVERSE DISK
 KX2291'WELDED TO THE TOP OF A 3-INCH GALVANIZED PIPE PROJECTING 5
 KX2291'INCHES AND IS STAMPED DAVID 1967.
 KX2291'
 KX2291'REFERENCE MARK NO. 1 IS 27 FEET WEST-NORTHWEST OF THE NORTHWEST LEG
 KX2291'OF THE POWERLINE TOWER, 17.2 FEET SOUTHEAST OF A METAL
 KX2291'WITNESS POST AND 1 FOOT SOUTHWEST OF THE WIRE FENCE.  THE MARK IS A
 KX2291'STANDARD DISK WELDED TO THE TOP OF A 3-INCH GALVANIZED PIPE
 KX2291'PROJECTING 4 INCHES AND IS STAMPED DAVID NO 1 1967.
 KX2291'
 KX2291'REFERENCE MARK NO. 2 IS 56 FEET NORTHWEST OF THE NORTHWEST LEG OF THE
 KX2291'POWERLINE TOWER, 14.2 FEET NORTHWEST OF A METAL WITNESS POST
 KX2291'AND 1 FOOT SOUTHWEST OF THE WIRE FENCE.  THE MARK IS A STANDARD DISK
 KX2291'WELDED TO THE TOP OF A 3-INCH GALVANIZED PIPE PROJECTING 4 INCHES
 KX2291'AND IS STAMPED DAVID NO 2 1967.
 KX2291'
 KX2291'THE AZIMUTH MARK IS 32 FEET WEST OF AN 18-INCH TREE, 18 FEET
 KX2291'SOUTHEAST OF THE APPROXIMATE CENTER OF THE PAVED ROAD AND
 KX2291'5.7 FEET EAST OF A METAL WITNESS POST.  THE MARK IS A STANDARD DISK
 KX2291'CEMENTED IN A DRILL HOLE IN THE NORTH END OF THE HEADWALL FOR A
 KX2291'CONCRETE CULVERT AND IS STAMPED DAVID 1967.
 KX2291'
 KX2291'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KX2291
 KX2291                          STATION RECOVERY (1979)
 KX2291
 KX2291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RGP)
 KX2291'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 KX2291'ORIGINAL DESCRIPTION IS ADEQUATE.  STATION CAN NOW BE DRIVEN TO.
 KX2291'
 KX2291'THE AZIMUTH MARK IS BEST REACHED FROM THE INTERSECTION OF HIGHWAYS
 KX2291'403 AND 219 BY GOING EAST ON HIGHWAY 403 FOR 0.15 MILE TO OLD CIDER
 KX2291'PRESS ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON COUNTY ROAD 55141
 KX2291'OLD CIDER PRESS ROAD FOR 0.6 MILE TO THE MARK ON THE LEFT AS
 KX2291'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3030 ***********************************************************************
 KY3030  DESIGNATION -  DAVIS
 KY3030  PID         -  KY3030
 KY3030  STATE/COUNTY-  PA/BUTLER
 KY3030  USGS QUAD   -  MARS (1979)
 KY3030
 KY3030                         *CURRENT SURVEY CONTROL
 KY3030  ___________________________________________________________________
 KY3030* NAD 83(1992)-  40 43 44.32925(N)    080 06 19.90315(W)     ADJUSTED  
 KY3030* NAVD 88     -       417.     (meters)    1368.     (feet)  SCALED    
 KY3030  ___________________________________________________________________
 KY3030  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 KY3030  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KY3030
 KY3030  HORZ ORDER  -  SECOND
 KY3030
 KY3030.The horizontal coordinates were established by classical geodetic methods
 KY3030.and adjusted by the National Geodetic Survey in June 2002..
 KY3030
 KY3030.The orthometric height was scaled from a topographic map.
 KY3030
 KY3030.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3030
 KY3030.The geoid height was determined by GEOID03.
 KY3030
 KY3030;                    North         East     Units Scale Factor Converg.
 KY3030;SPC PA S     -   157,621.278   401,036.914   MT  0.99997127   -1 31 41.7
 KY3030;SPC PA S     -   517,129.14  1,315,735.28   sFT  0.99997127   -1 31 41.7
 KY3030;UTM  17      - 4,509,056.739   575,534.165   MT  0.99967022   +0 35 01.2
 KY3030
 KY3030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3030!SPC PA S     -   0.99993996  x   0.99997127  =   0.99991123
 KY3030!UTM  17      -   0.99993996  x   0.99967022  =   0.99961020
 KY3030
 KY3030|---------------------------------------------------------------------|
 KY3030| PID    Reference Object                     Distance      Geod. Az  |
 KY3030|                                                           dddmmss.s |
 KY3030| CX4377 DAVIS RM 1                           15.663 METERS 00233     |
 KY3030| CX4378 DAVIS RM 2                           14.770 METERS 13820     |
 KY3030| KY0235 OGLE                                APPROX. 3.9 KM 1780216.0 |
 KY3030| KY3031 DAVIS 2                              14.468 METERS 20656     |
 KY3030|---------------------------------------------------------------------|
 KY3030
 KY3030                          SUPERSEDED SURVEY CONTROL
 KY3030
 KY3030  NAD 83(1995)-  40 43 44.32943(N)    080 06 19.90200(W) AD(       ) 2
 KY3030  NAD 83(1986)-  40 43 44.33365(N)    080 06 19.91098(W) AD(       ) 2
 KY3030  NAD 27      -  40 43 44.09490(N)    080 06 20.70490(W) AD(       ) 2
 KY3030
 KY3030.Superseded values are not recommended for survey control.
 KY3030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3030.See file dsdata.txt to determine how the superseded data were derived.
 KY3030
 KY3030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF7553409057(NAD 83)
 KY3030_MARKER: DS = TRIANGULATION STATION DISK
 KY3030_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KY3030
 KY3030  HISTORY     - Date     Condition        Report By
 KY3030  HISTORY     - 1959     MONUMENTED       CGS
 KY3030  HISTORY     - 1964     SEE DESCRIPTION  CGS
 KY3030
 KY3030                          STATION DESCRIPTION
 KY3030
 KY3030'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 KY3030'STATION IS LOCATED ON A HIGH HILL WHICH IS ABOUT 0.2 MILE EAST OF
 KY3030'U.S. HIGHWAY 19, 4-3/4 MILES SOUTH OF ZELIENOPLE, 3 1/2 MILES
 KY3030'SOUTHWEST OF EVANSBURG AND IS ON PROPERTY OWNED BY SEKURE HOMES
 KY3030'INCORPORATED.
 KY3030'
 KY3030'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 19 AND STATE
 KY3030'HIGHWAYS 68 AND 188 IN ZELEINOPLE.  GO SOUTH ON HIGHWAY 19 FOR 3.2
 KY3030'MILES TO A CROSSROAD, CONTINUE SOUTH ON HIGHWAY 19 FOR 2.1 MILES
 KY3030'TO A SIDE ROAD LEFT AND SIGN DAVIS ACRES ON THE LEFT SIDE OF THE
 KY3030'HIGHWAY.  TURN LEFT AND GO EAST ON THE SIDE ROAD FOR 0.2 MILE,
 KY3030'BEAR LEFT FOR ABOUT 50 FEET, THENCE RIGHT AND GO NORTH UP-HILL FOR
 KY3030'0.05 MILE TO THE JUNCTION WITH A ROAD WHICH LEADS AROUND THE SIDE
 KY3030'OF THE HILL.  TURN LEFT AND GO WEST FOR ABOUT 100 FEET TO A TRAIL
 KY3030'ON THE RIGHT SIDE OF THE ROAD.  PACK NORTH, UP-HILL FOR ABOUT 250
 KY3030'FEET TO THE TOP OF THE HILL AND STATION.
 KY3030'
 KY3030'ALL MARKS ARE STANDARD DISKS, BRAZED TO THE TOP OF 3-INCH CAST
 KY3030'IRON SOIL PIPE.
 KY3030'
 KY3030'STATION MARK IS STAMPED DAVIS 1959 AND PROJECTS ABOUT 10 INCHES.
 KY3030'IT IS APPROXIMATELY 5 FEET WEST OF A STANDARD METAL WITNESS POST.
 KY3030'
 KY3030'REFERENCE MARK 1 IS STAMPED DAVIS NO 1 1959 AND PROJECTS ABOUT 4
 KY3030'INCHES.  IT IS APPROXIMATELY THE SAME ELEVATION AS THE STATION MARK.
 KY3030'
 KY3030'REFERENCE MARK 2 IS STAMPED DAVIS NO 2 1959 AND PROJECTS ABOUT 4
 KY3030'INCHES.  IT IS APPROXIMATELY THE SAME ELEVATION AS THE STATION MARK.
 KY3030'
 KY3030'AZIMUTH MARK WAS NOT SET FOR THIS STATION.
 KY3030'
 KY3030'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 KY3030
 KY3030                          STATION RECOVERY (1964)
 KY3030
 KY3030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 KY3030'THE STATION MARK AND TWO REFERENCE MARKS WERE RECOVERED AND FOUND
 KY3030'TO BE IN GOOD CONDITION.
 KY3030'
 KY3030'THE STATION MARK AND REFERENCE MARK NO. 1 WERE DESTROYED, DUE TO
 KY3030'THE CONSTRUCTION OF A WATER STORAGE STANDPIPE.  A NEW STATION
 KY3030'DAVIS 2 AND REFERENCE MARK NO. 3 WERE ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3031 ***********************************************************************
 KY3031  DESIGNATION -  DAVIS 2
 KY3031  PID         -  KY3031
 KY3031  STATE/COUNTY-  PA/BUTLER
 KY3031  USGS QUAD   -  MARS (1979)
 KY3031
 KY3031                         *CURRENT SURVEY CONTROL
 KY3031  ___________________________________________________________________
 KY3031* NAD 83(1992)-  40 43 43.91108(N)    080 06 20.18238(W)     ADJUSTED  
 KY3031* NAVD 88     -       417.     (meters)    1368.     (feet)  SCALED    
 KY3031  ___________________________________________________________________
 KY3031  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 KY3031  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KY3031
 KY3031  HORZ ORDER  -  THIRD
 KY3031
 KY3031.The horizontal coordinates were established by classical geodetic methods
 KY3031.and adjusted by the National Geodetic Survey in June 2002..
 KY3031.No horizontal observational check was made to the station.
 KY3031
 KY3031.The orthometric height was scaled from a topographic map.
 KY3031
 KY3031.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3031
 KY3031.The geoid height was determined by GEOID03.
 KY3031
 KY3031;                    North         East     Units Scale Factor Converg.
 KY3031;SPC PA S     -   157,608.558   401,030.020   MT  0.99997126   -1 31 41.9
 KY3031;SPC PA S     -   517,087.41  1,315,712.66   sFT  0.99997126   -1 31 41.9
 KY3031;UTM  17      - 4,509,043.778   575,527.746   MT  0.99967021   +0 35 01.0
 KY3031
 KY3031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3031!SPC PA S     -   0.99993996  x   0.99997126  =   0.99991122
 KY3031!UTM  17      -   0.99993996  x   0.99967021  =   0.99961019
 KY3031
 KY3031|---------------------------------------------------------------------|
 KY3031| PID    Reference Object                     Distance      Geod. Az  |
 KY3031|                                                           dddmmss.s |
 KY3031| KY3030 DAVIS                                14.468 METERS 02656     |
 KY3031| CX4378 DAVIS RM 2                                         08329     |
 KY3031| CX4379 DAVIS 2 RM 3                                       15722     |
 KY3031|---------------------------------------------------------------------|
 KY3031
 KY3031                          SUPERSEDED SURVEY CONTROL
 KY3031
 KY3031  NAD 83(1995)-  40 43 43.91126(N)    080 06 20.18123(W) AD(       ) 3
 KY3031  NAD 83(1986)-  40 43 43.91548(N)    080 06 20.19021(W) AD(       ) 3
 KY3031  NAD 27      -  40 43 43.67670(N)    080 06 20.98410(W) AD(       ) 3
 KY3031
 KY3031.Superseded values are not recommended for survey control.
 KY3031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3031.See file dsdata.txt to determine how the superseded data were derived.
 KY3031
 KY3031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF7552809044(NAD 83)
 KY3031_MARKER: DS = TRIANGULATION STATION DISK
 KY3031_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KY3031_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KY3031
 KY3031  HISTORY     - Date     Condition        Report By
 KY3031  HISTORY     - 1964     MONUMENTED       CGS
 KY3031
 KY3031                          STATION DESCRIPTION
 KY3031
 KY3031'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (CFO)
 KY3031'THE STATION IS LOCATED ABOUT 3-3/4 MILES SOUTH OF ZELIENPOLE, 0.25
 KY3031'MILE NORTH OF THE PINEWOOD MEMORIAL PARK AND 0.2 MILE EAST OF U.S.
 KY3031'HIGHWAY 19.  ON A HIGH WOODED HILL TO BE OCCUPIED BY A WATER
 KY3031'STORAGE STANDPIPE.  THE MARK IS ABOUT 65 FEET (ESTIMATED)
 KY3031'SOUTHWEST OF THE PROPOSED STANDPIPE, 23 FEET NORTH OF A TRIANGULAR
 KY3031'BLAZED WHITE OAK TREE AND 3 FEET EAST OF METAL WITNESS POST AND
 KY3031'SIGN.  A STANDARD STATION MARK DISK, STAMPED, DAVIS 2 1964 AND
 KY3031'PROJECTS ABOUT 4 INCHES.
 KY3031'
 KY3031'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND
 KY3031'STATE HIGHWAY 68 IN ZELIENPOLE, GO SOUTH ON HIGHWAY 19 FOR 5.2
 KY3031'MILES TO A SIDE ROAD LEFT, THENCE LEFT EAST 0.2 MILE, THENCE LEFT
 KY3031'AND FOLLOW ROAD TO BE BUILT NORTHERLY TO THE STANDPIPE AND
 KY3031'STATION AS DESCRIBED.
 KY3031'
 KY3031'REFERENCE MARK NO. 2 IS ABOUT 70 FEET (ESTIMATED) SOUTHEAST OF THE
 KY3031'PROPOSED STANDPIPE, 36 FEET EAST OF THE WATER LINE AND 3 FEET
 KY3031'SOUTH OF A METAL WITNESS POST AND SIGN.  A STANDARD REFERENCE MARK
 KY3031'DISK WELDED ON TOP OF A 4-INCH CAST IRON PIPE SET IN CONCRETE
 KY3031'WHICH PROJECTS ABOUT 1-FOOT, STAMPED DAVIS NO 2 1959 WITH THE
 KY3031'ARROW POINTING IN DIRECTION OF ORIGINAL STATION.
 KY3031'
 KY3031'REFERENCE MARK NO. 3 IS ABOUT 20 FEET WEST OF THE PROPOSED WATER
 KY3031'LINE AND 8.5 FEET SOUTHEAST OF A TRIANGULAR BLAZED WHITE OAK
 KY3031'TREE.  A STANDARD REFERENCE MARK DISK, STAMPED DAVIS 2 NO 3 1964
 KY3031'AND PROJECTS ABOUT 4 INCHES.
 KY3031'
 KY3031'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1241 ***********************************************************************
 JW1241  DESIGNATION -  DAVIS MTN LOT
 JW1241  PID         -  JW1241
 JW1241  STATE/COUNTY-  PA/SOMERSET
 JW1241  USGS QUAD   -  MARKLETON (1973)
 JW1241
 JW1241                         *CURRENT SURVEY CONTROL
 JW1241  ___________________________________________________________________
 JW1241* NAD 83(1992)-  39 48 23.20525(N)    079 10 24.06637(W)     ADJUSTED  
 JW1241* NAVD 88     -                                                        
 JW1241  ___________________________________________________________________
 JW1241  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 JW1241  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JW1241
 JW1241  HORZ ORDER  -  THIRD
 JW1241
 JW1241.The horizontal coordinates were established by classical geodetic methods
 JW1241.and adjusted by the National Geodetic Survey in June 2002..
 JW1241
 JW1241
 JW1241.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1241
 JW1241.The geoid height was determined by GEOID03.
 JW1241
 JW1241;                    North         East     Units Scale Factor Converg.
 JW1241;SPC PA S     -    53,514.412   478,114.586   MT  1.00002226   -0 55 24.5
 JW1241;SPC PA S     -   175,571.87  1,568,614.27   sFT  1.00002226   -0 55 24.5
 JW1241;UTM  17      - 4,407,870.991   656,366.321   MT  0.99990102   +1 10 10.7
 JW1241
 JW1241                          SUPERSEDED SURVEY CONTROL
 JW1241
 JW1241  NAD 83(1995)-  39 48 23.20561(N)    079 10 24.06648(W) AD(       ) 4
 JW1241  NAD 83(1991)-  39 48 23.20728(N)    079 10 24.07288(W) AD(       ) 4
 JW1241  NAD 83(1986)-  39 48 23.21093(N)    079 10 24.07286(W) AD(       ) 4
 JW1241  NAD 27      -  39 48 22.91966(N)    079 10 24.96980(W) AD(       ) 3
 JW1241
 JW1241.Superseded values are not recommended for survey control.
 JW1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1241.See file dsdata.txt to determine how the superseded data were derived.
 JW1241
 JW1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE5636607871(NAD 83)
 JW1241_MARKER: 57 = LOOKOUT TOWER
 JW1241
 JW1241  HISTORY     - Date     Condition        Report By
 JW1241  HISTORY     - 1975     FIRST OBSERVED   NGS
 JW1241
 JW1241                          STATION DESCRIPTION
 JW1241
 JW1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 JW1241'THE STATION, DAVIS MOUNTAIN LOOKOUT TOWER, IS THE APEX OF THE
 JW1241'ROOF OF A CABIN ATOP A 4-LEGGED, SELF-SUPPORTING TOWER.  THE
 JW1241'STRUCTURE HAS AN OVERALL HEIGHT OF ABOUT 65 FEET.
 JW1241'
 JW1241'THE STATION IS LOCATED ABOUT 8 MILE WEST-NORTHWEST OF MEYERSDALE,
 JW1241'7-1/2 MILES NORTH OF GRANTSVILLE, 6 MILES NORTHWEST OF SALISBURY
 JW1241'AND ON THE HIGHEST POINT OF THE MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1692 ***********************************************************************
 LZ1692  DESIGNATION -  DAVIS NO 1
 LZ1692  PID         -  LZ1692
 LZ1692  STATE/COUNTY-  PA/TIOGA
 LZ1692  USGS QUAD   -  ASAPH (1969)
 LZ1692
 LZ1692                         *CURRENT SURVEY CONTROL
 LZ1692  ___________________________________________________________________
 LZ1692* NAD 83(1992)-  41 49 44.59659(N)    077 23 27.63749(W)     ADJUSTED  
 LZ1692* NAVD 88     -       709.     (meters)    2326.     (feet)  SCALED    
 LZ1692  ___________________________________________________________________
 LZ1692  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 LZ1692  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 LZ1692
 LZ1692  HORZ ORDER  -  THIRD
 LZ1692
 LZ1692.The horizontal coordinates were established by classical geodetic methods
 LZ1692.and adjusted by the National Geodetic Survey in June 2002..
 LZ1692
 LZ1692.The orthometric height was scaled from a topographic map.
 LZ1692
 LZ1692.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1692
 LZ1692.The geoid height was determined by GEOID03.
 LZ1692
 LZ1692;                    North         East     Units Scale Factor Converg.
 LZ1692;SPC PA N     -   184,679.793   629,821.428   MT  0.99998261   +0 14 14.9
 LZ1692;SPC PA N     -   605,903.62  2,066,339.14   sFT  0.99998261   +0 14 14.9
 LZ1692;UTM  18      - 4,633,560.443   301,446.636   MT  1.00008514   -1 35 42.4
 LZ1692
 LZ1692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1692!SPC PA N     -   0.99989387  x   0.99998261  =   0.99987648
 LZ1692!UTM  18      -   0.99989387  x   1.00008514  =   0.99997900
 LZ1692
 LZ1692:                Primary Azimuth Mark                     Grid Az
 LZ1692:SPC PA N     -  CLARK                                    318 33 04.2
 LZ1692:UTM  18      -  CLARK                                    320 23 01.5
 LZ1692
 LZ1692|---------------------------------------------------------------------|
 LZ1692| PID    Reference Object                     Distance      Geod. Az  |
 LZ1692|                                                           dddmmss.s |
 LZ1692| LZ1802 CLARK                               APPROX.18.6 KM 3184719.1 |
 LZ1692|---------------------------------------------------------------------|
 LZ1692
 LZ1692                          SUPERSEDED SURVEY CONTROL
 LZ1692
 LZ1692  NAD 83(1996)-  41 49 44.59600(N)    077 23 27.63832(W) AD(       ) 3
 LZ1692  NAD 83(1986)-  41 49 44.59876(N)    077 23 27.63615(W) AD(       ) 3
 LZ1692  NAD 27      -  41 49 44.34137(N)    077 23 28.70202(W) AD(       ) 3
 LZ1692
 LZ1692.Superseded values are not recommended for survey control.
 LZ1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1692.See file dsdata.txt to determine how the superseded data were derived.
 LZ1692
 LZ1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM0144733560(NAD 83)
 LZ1692_MARKER: DD = SURVEY DISK
 LZ1692_SETTING: 0 = UNSPECIFIED SETTING
 LZ1692_MAGNETIC: N = NO MAGNETIC MATERIAL
 LZ1692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1692
 LZ1692  HISTORY     - Date     Condition        Report By
 LZ1692  HISTORY     - 1899     MONUMENTED       USGS
 LZ1692
 LZ1692                          STATION DESCRIPTION
 LZ1692
 LZ1692'DESCRIBED BY US GEOLOGICAL SURVEY 1899 (OJ)
 LZ1692'LOCATED ON BRUSHY RIDGE ABOUT 3.5 MI S. OF CHATHAM VALLEY POST OFFICE,
 LZ1692'ON LAND OWNED BY LATHAM LUMBER COMPANY.
 LZ1692'
 LZ1692'STATION MARK-- STANDARD TABLET IN SOLID ROCK 2 FT BELOW SURFACE OF
 LZ1692'GROUND.
 LZ1692'
 LZ1692'SURFACE MARK-- OVER STATION MARK IS SET A SANDSTONE SLAB 24-IN.
 LZ1692'SQUARE, IN CENTER OF TOP OF WHICH IS CEMENTED A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2323 ***********************************************************************
 KX2323  DESIGNATION -  DAVIS USGS 1933
 KX2323  PID         -  KX2323
 KX2323  STATE/COUNTY-  PA/CLEARFIELD
 KX2323  USGS QUAD   -  MAHAFFEY (1959)
 KX2323
 KX2323                         *CURRENT SURVEY CONTROL
 KX2323  ___________________________________________________________________
 KX2323* NAD 83(1992)-  40 57 38.05667(N)    078 38 04.38279(W)     ADJUSTED  
 KX2323* NAVD 88     -       581.     (meters)    1906.     (feet)  SCALED    
 KX2323  ___________________________________________________________________
 KX2323  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 KX2323  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KX2323
 KX2323  HORZ ORDER  -  THIRD
 KX2323
 KX2323.The horizontal coordinates were established by classical geodetic methods
 KX2323.and adjusted by the National Geodetic Survey in June 2002..
 KX2323
 KX2323.The orthometric height was scaled from a topographic map.
 KX2323
 KX2323.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2323
 KX2323.The geoid height was determined by GEOID03.
 KX2323
 KX2323;                    North         East     Units Scale Factor Converg.
 KX2323;SPC PA N     -    88,546.379   525,535.981   MT  0.99998843   -0 35 06.6
 KX2323;SPC PA N     -   290,505.91  1,724,195.96   sFT  0.99998843   -0 35 06.6
 KX2323;UTM  17      - 4,537,074.669   699,064.463   MT  1.00008774   +1 33 04.2
 KX2323
 KX2323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2323!SPC PA N     -   0.99991399  x   0.99998843  =   0.99990242
 KX2323!UTM  17      -   0.99991399  x   1.00008774  =   1.00000172
 KX2323
 KX2323:                Primary Azimuth Mark                     Grid Az
 KX2323:SPC PA N     -  NEEPER USGS 1901                         062 03 26.8
 KX2323:UTM  17      -  NEEPER USGS 1901                         059 55 16.0
 KX2323
 KX2323|---------------------------------------------------------------------|
 KX2323| PID    Reference Object                     Distance      Geod. Az  |
 KX2323|                                                           dddmmss.s |
 KX2323| KX2317 NEEPER USGS 1901                    APPROX. 8.5 KM 0612820.2 |
 KX2323|---------------------------------------------------------------------|
 KX2323
 KX2323                          SUPERSEDED SURVEY CONTROL
 KX2323
 KX2323  NAD 83(1986)-  40 57 38.05961(N)    078 38 04.38631(W) AD(       ) 3
 KX2323  NAD 27      -  40 57 37.86000(N)    078 38 05.27000(W) AD(       ) 3
 KX2323
 KX2323.Superseded values are not recommended for survey control.
 KX2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2323.See file dsdata.txt to determine how the superseded data were derived.
 KX2323
 KX2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF9906437075(NAD 83)
 KX2323_MARKER: DD = SURVEY DISK
 KX2323_SETTING: 0 = UNSPECIFIED SETTING
 KX2323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX2323
 KX2323  HISTORY     - Date     Condition        Report By
 KX2323  HISTORY     - 1933     MONUMENTED       USGS
 KX2323
 KX2323                          STATION DESCRIPTION
 KX2323
 KX2323'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (GLA)
 KX2323'THE STATION IS ON THE PROPERTY OF MR. W.N. WRIGLESWORTH, ABOUT 1.5
 KX2323'MILES S OF GRAMPIAN, ON E SIDE OF DAVIS KNOB.
 KX2323'
 KX2323'THE STATION IS MARKED BY A STANDARD U.S.G.S. DISK CEMENTED IN A DRILL
 KX2323'HOLE IN A 6- BY 6-INCH STONE POST.  IT WAS USED ONLY AS AN
 KX2323'INTERSECTION STATION.
 KX2323'
 KX2323'TO REACH FROM GRAMPIAN, FOLLOW U.S. HIGHWAY 219 S FROM GRAMPIAN
 KX2323'(JUNCTION OF U.S. HIGHWAYS 219 AND 322) FOR 0.6 MILE, TURN RIGHT
 KX2323'AT CROSSROADS ON DIRT ROAD AND PROCEED FOR 0.2 MILE, TURN RIGHT AND
 KX2323'GO W ON DIRT ROAD 0.9 MILE TO CROSSROADS WHERE SIGN READS TO
 KX2323'WALLTOWN 2 MILES, TO GRAMPIAN 1 MILE, TO LUTHERSBURG 10 MILES.  THIS
 KX2323'IS AT MR. WRIGLESWORTHS HOUSE.  GO THROUGH HIS PLACE OVER FIELDS TO
 KX2323'TOP OF RIDGE, THENCE TO STATION.  IT IS ABOUT 20 FEET LOWER THAN THE
 KX2323'TOP OF THE KNOB.
 KX2323'
 KX2323'A 20-FOOT TOWER WAS ERECTED OVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3052 ***********************************************************************
 KY3052  DESIGNATION -  DAWSON
 KY3052  PID         -  KY3052
 KY3052  STATE/COUNTY-  PA/BEAVER
 KY3052  USGS QUAD   -  MIDLAND (1979)
 KY3052
 KY3052                         *CURRENT SURVEY CONTROL
 KY3052  ___________________________________________________________________
 KY3052* NAD 83(1992)-  40 42 15.84732(N)    080 24 09.71148(W)     ADJUSTED  
 KY3052* NAVD 88     -       409.     (meters)    1342.     (feet)  SCALED    
 KY3052  ___________________________________________________________________
 KY3052  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 KY3052  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 KY3052
 KY3052  HORZ ORDER  -  FIRST
 KY3052
 KY3052.The horizontal coordinates were established by classical geodetic methods
 KY3052.and adjusted by the National Geodetic Survey in June 2002..
 KY3052
 KY3052.The orthometric height was scaled from a topographic map.
 KY3052
 KY3052.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3052
 KY3052.The geoid height was determined by GEOID03.
 KY3052
 KY3052;                    North         East     Units Scale Factor Converg.
 KY3052;SPC PA S     -   155,604.942   375,861.268   MT  0.99996928   -1 43 15.8
 KY3052;SPC PA S     -   510,513.88  1,233,138.18   sFT  0.99996928   -1 43 15.8
 KY3052;UTM  17      - 4,506,115.254   550,457.937   MT  0.99963134   +0 23 22.4
 KY3052
 KY3052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3052!SPC PA S     -   0.99994124  x   0.99996928  =   0.99991052
 KY3052!UTM  17      -   0.99994124  x   0.99963134  =   0.99957260
 KY3052
 KY3052|---------------------------------------------------------------------|
 KY3052| PID    Reference Object                     Distance      Geod. Az  |
 KY3052|                                                           dddmmss.s |
 KY3052| CX4381 DAWSON RM 1                          17.854 METERS 08141     |
 KY3052| CX4380 DAWSON AZ MK                                       0962328.7 |
 KY3052| CX4382 DAWSON RM 2                          21.668 METERS 09746     |
 KY3052| KY3053 BLACKHAWK MUN STANDPIPE               4.720 METERS 11353     |
 KY3052| CX4383 DAWSON RM 3                          21.444 METERS 15222     |
 KY3052| KY3246 UNION                               APPROX.16.6 KM 2980347.4 |
 KY3052|---------------------------------------------------------------------|
 KY3052
 KY3052                          SUPERSEDED SURVEY CONTROL
 KY3052
 KY3052  NAD 83(1995)-  40 42 15.84797(N)    080 24 09.71161(W) AD(       ) 1
 KY3052  NAD 83(1986)-  40 42 15.85285(N)    080 24 09.71948(W) AD(       ) 1
 KY3052  NAD 27      -  40 42 15.61300(N)    080 24 10.48300(W) AD(       ) 1
 KY3052
 KY3052.Superseded values are not recommended for survey control.
 KY3052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3052.See file dsdata.txt to determine how the superseded data were derived.
 KY3052
 KY3052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF5045806115(NAD 83)
 KY3052_MARKER: DD = SURVEY DISK
 KY3052_SETTING: 0 = UNSPECIFIED SETTING
 KY3052_MARK LOGO: USGS  
 KY3052_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3052
 KY3052  HISTORY     - Date     Condition        Report By
 KY3052  HISTORY     - 1928     MONUMENTED       USGS
 KY3052  HISTORY     - 1949     GOOD             CGS
 KY3052  HISTORY     - 1976     GOOD             NGS
 KY3052  HISTORY     - 1979     GOOD             NGS
 KY3052  HISTORY     - 1980     GOOD             PADT
 KY3052  HISTORY     - 19971222 GOOD             USE
 KY3052
 KY3052                          STATION DESCRIPTION
 KY3052
 KY3052'DESCRIBED BY US GEOLOGICAL SURVEY 1928 (WM)
 KY3052'A STATION OF THE U.S.G.S. ABOUT 6 MILES W OF BEAVER, AND 100 YARDS
 KY3052'W OF THE BARCLAY SCHOOL, ON A SMALL, CONICAL KNOB S OF THE LISBON
 KY3052'PIKE.
 KY3052'
 KY3052'STATION MARK IS A U.S.G.S. PENNSYLVANIA TABLET SET IN AN 8- BY
 KY3052'8-INCH POST REINFORCED BY SURROUNDING WITH CONCRETE.
 KY3052'
 KY3052'REFERENCE MARKS ARE STANDARD TABLETS SET IN OUTCROPPING ROCK.
 KY3052'
 KY3052'REACHED FROM BEAVER, TAKE LISBON PIKE TO BARCLAY SCHOOL, THENCE
 KY3052'ACROSS PASTURE TO STATION.
 KY3052'
 KY3052'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.0 METER.
 KY3052
 KY3052                          STATION RECOVERY (1949)
 KY3052
 KY3052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (PLB)
 KY3052'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AS
 KY3052'DESCRIBED AND BOTH MARKS FOUND IN GOOD CONDITION.  THE 1944
 KY3052'DESCRIPTION IS ADEQUATE AND CORRECT AS TO THE METHODS OF REACHING
 KY3052'THE STATION.  THE FOLLOWING INFORMATION SHOULD BE ADDED TO SAME.
 KY3052'
 KY3052'AN AZIMUTH MARK WAS ESTABLISHED, IT BEING 0.6 MILE EAST OF THE
 KY3052'STATION.
 KY3052'
 KY3052'THE SHANK OF REFERENCE MARK NO. 2 WAS NOT RECOVERED.
 KY3052'
 KY3052'REFERENCE MARK NO. 3 WAS ESTABLISHED.
 KY3052'
 KY3052'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET IN
 KY3052'BEDROCK.  IT IS STAMPED DAWSON RM 1 1927.
 KY3052'
 KY3052'REFERENCE MARK NO. 3 IS A STANDARD REFERENCE MARK DISK SET IN
 KY3052'BEDROCK FLUSH WITH THE SURFACE AND ABOUT 6 FEET BELOW STATION
 KY3052'ELEVATION. IT IS STAMPED DAWSON 1949 NO 3.
 KY3052'
 KY3052'THE AZIMUTH MARK IS A STANDARD DISK SET IN A 1 FOOT SQUARE
 KY3052'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND, 24 FEET SOUTH
 KY3052'OF THE CENTERLINE OF A PAVED ROAD AND 2 FEET NW OF TELEPHONE POLE
 KY3052'NO 121/305.  IT IS STAMPED DAWSON 1949.  TO REACH THE AZIMUTH MARK
 KY3052'FROM THE STATION, GO EAST ON STATE ROUTE NO 930 FOR 0.6 MILE TO
 KY3052'THE MARK ON THE RIGHT.
 KY3052
 KY3052                          STATION RECOVERY (1976)
 KY3052
 KY3052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 KY3052'THE STATION MARK, REFERENCE MARK ONE, AND REFERENCE MARK THREE
 KY3052'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK TWO
 KY3052'WAS PREVIOUSLY REPORTED DESTROYED AND REPLACED BY REFERENCE MARK
 KY3052'THREE.  A SEARCH WAS MADE FOR THE AZIMUTH MARK AND NO EVIDENCE OF
 KY3052'IT WAS FOUND.  IT IS BELIEVED THE MARK WAS DESTROYED DURING THE
 KY3052'CONSTRUCTION OF SEVERAL NEW HOMES IN THE AREA.  THERE ARE SEVERAL
 KY3052'INTERSECTION STATIONS VISIBLE FROM THE GROUND WHICH MAY BE USED
 KY3052'AS AN AZIMUTH FROM THIS STATION.
 KY3052'
 KY3052'ADDITIONAL INFORMATION FOLLOWS.
 KY3052'
 KY3052'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 60 AND DUTCH RIDGE
 KY3052'ROAD, WHICH IS ABOUT 4 MILES WEST OF BEAVER, GO WEST ON DUTCH
 KY3052'RIDGE ROAD FOR 1.35 MILES TO TUSARAWAS ROAD AND THE STATION JUST
 KY3052'SOUTHWEST OF THE INTERSECTION, AND ABOUT 150 YARDS SOUTHEAST OF
 KY3052'THE BRIGHTON TOWNSHIP SCHOOL AND ON A SMALL HILL WHICH IS ALSO
 KY3052'OCCUPIED BY THE THREE WATER TANKS.
 KY3052'
 KY3052'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES WEST OF
 KY3052'BEAVER.
 KY3052
 KY3052                          STATION RECOVERY (1979)
 KY3052
 KY3052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JWB)
 KY3052'STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AS DESCRIBED WITH
 KY3052'THE EXCEPTION THAT THE BARCLAY SCHOOL IS GONE AND THAT THERE ARE
 KY3052'THREE WATER TANKS ON THE KNOB NOW.  THE AZIMUTH MARK WAS SEARCHED
 KY3052'FOR BUT NOT RECOVERED.
 KY3052'
 KY3052'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES WEST OF
 KY3052'BEAVER.
 KY3052
 KY3052                          STATION RECOVERY (1980)
 KY3052
 KY3052'RECOVERY NOTE BY PA DEPT OF TRANSP 1980 (RD)
 KY3052'DAWSON STATION IS GOOD LETTERING (FAIR).
 KY3052'
 KY3052'NEW TO REACH.  FROM THE TOWN OF BEAVER AT THE INTERSECTION OF 3-ST
 KY3052'AND TUSCARAWAS RD GO WEST ON TUSCARAWAS FOR 0.15 MILE TO RIGHT
 KY3052'TURN LEFT.  FOLLOW TUSCARAWAS RD FOR 5.20 MILE TO STATION ON HIGH
 KY3052'HILL.  AT BRIGHTON TWP WATERWORKS.  LOCATED BETWEEN 2 WATER TANKS.
 KY3052'
 KY3052'DISTANCE AND DIRECTION FROM NEAREST TOWN--WEST 5.5 MILES FROM BEAVER.
 KY3052
 KY3052                          STATION RECOVERY (1997)
 KY3052
 KY3052'RECOVERY NOTE BY US ENGINEERS 1997 (DTM)
 KY3052'NOTE--STATION AND REFERENCE MARK 1 RECOVERED IN GOOD CONDITION OTHER
 KY3052'MARKS NOT SEARCHED FOR.  STATION PARTIALLY BLOCKED BY PROXIMITY OF
 KY3052'THREE LARGE WATER TANKS, ONE OF WHICH IS WITHIN SEVEN FEET OF THE
 KY3052'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2401 ***********************************************************************
 KV2401  DESIGNATION -  DD 107
 KV2401  PID         -  KV2401
 KV2401  STATE/COUNTY-  PA/CHESTER
 KV2401  USGS QUAD   -  WAGONTOWN (1983)
 KV2401
 KV2401                         *CURRENT SURVEY CONTROL
 KV2401  ___________________________________________________________________
 KV2401* NAD 83(1986)-  40 00 51.     (N)    075 50 36.     (W)     SCALED    
 KV2401* NAVD 88     -       142.439  (meters)     467.32   (feet)  ADJUSTED  
 KV2401  ___________________________________________________________________
 KV2401  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KV2401  DYNAMIC HT  -         142.366 (meters)     467.08  (feet)  COMP
 KV2401  MODELED GRAV-     980,116.9   (mgal)                       NAVD 88
 KV2401
 KV2401  VERT ORDER  -  SECOND    CLASS 0
 KV2401
 KV2401.The horizontal coordinates were scaled from a topographic map and have
 KV2401.an estimated accuracy of +/- 6 seconds.
 KV2401
 KV2401.The orthometric height was determined by differential leveling
 KV2401.and adjusted by the National Geodetic Survey in June 1991..
 KV2401
 KV2401.The geoid height was determined by GEOID03.
 KV2401
 KV2401.The dynamic height is computed by dividing the NAVD 88
 KV2401.geopotential number by the normal gravity value computed on the
 KV2401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2401.degrees latitude (g = 980.6199 gals.).
 KV2401
 KV2401.The modeled gravity was interpolated from observed gravity values.
 KV2401
 KV2401;                    North         East    Units  Estimated Accuracy
 KV2401;SPC PA S     -    77,350.      762,770.      MT  (+/- 180 meters Scaled)
 KV2401
 KV2401                          SUPERSEDED SURVEY CONTROL
 KV2401
 KV2401  NGVD 29 (??/??/??)  142.703  (m)          468.18   (f) ADJUSTED    2 0
 KV2401
 KV2401.Superseded values are not recommended for survey control.
 KV2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2401.See file dsdata.txt to determine how the superseded data were derived.
 KV2401
 KV2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK280296(NAD 83)
 KV2401_MARKER: DB = BENCH MARK DISK
 KV2401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2401_STAMPING: DD 107 1935
 KV2401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2401+STABILITY: SURFACE MOTION
 KV2401
 KV2401  HISTORY     - Date     Condition        Report By
 KV2401  HISTORY     - 1935     MONUMENTED       CGS
 KV2401  HISTORY     - 20031213 POOR             USPSQD
 KV2401
 KV2401                          STATION DESCRIPTION
 KV2401
 KV2401'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV2401'AT WAGONTOWN.
 KV2401'AT WAGONTOWN, CHESTER COUNTY, ON THE READING RAILWAY, 20 FEET
 KV2401'NORTH OF THE STATION, 20 FEET EAST OF THE CENTERLINE OF THE ROAD,
 KV2401'AND 20 FEET WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 KV2401'DISK, STAMPED DD 107 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KV2401
 KV2401                          STATION RECOVERY (2003)
 KV2401
 KV2401'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEQ)
 KV2401'POST SLIGHTLY TILTED.  MARK IS ABOUT 15 INCHES ABOVE GROUND, 67 FEET
 KV2401'SOUTH OF A CONCRETE DRAIN ON A CURVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2811 ***********************************************************************
 KV2811  DESIGNATION -  DD 192
 KV2811  PID         -  KV2811
 KV2811  STATE/COUNTY-  PA/SCHUYLKILL
 KV2811  USGS QUAD   -  TAMAQUA (1995)
 KV2811
 KV2811                         *CURRENT SURVEY CONTROL
 KV2811  ___________________________________________________________________
 KV2811* NAD 83(1986)-  40 49 10.     (N)    075 55 20.     (W)     SCALED    
 KV2811* NAVD 88     -       277.458  (meters)     910.29   (feet)  ADJUSTED  
 KV2811  ___________________________________________________________________
 KV2811  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KV2811  DYNAMIC HT  -         277.319 (meters)     909.84  (feet)  COMP
 KV2811  MODELED GRAV-     980,117.3   (mgal)                       NAVD 88
 KV2811
 KV2811  VERT ORDER  -  SECOND    CLASS 0
 KV2811
 KV2811.The horizontal coordinates were scaled from a topographic map and have
 KV2811.an estimated accuracy of +/- 6 seconds.
 KV2811
 KV2811.The orthometric height was determined by differential leveling
 KV2811.and adjusted by the National Geodetic Survey in June 1991..
 KV2811
 KV2811.The geoid height was determined by GEOID03.
 KV2811
 KV2811.The dynamic height is computed by dividing the NAVD 88
 KV2811.geopotential number by the normal gravity value computed on the
 KV2811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2811.degrees latitude (g = 980.6199 gals.).
 KV2811
 KV2811.The modeled gravity was interpolated from observed gravity values.
 KV2811
 KV2811;                    North         East    Units  Estimated Accuracy
 KV2811;SPC PA S     -   166,610.      754,190.      MT  (+/- 180 meters Scaled)
 KV2811
 KV2811                          SUPERSEDED SURVEY CONTROL
 KV2811
 KV2811  NGVD 29 (??/??/??)  277.653  (m)          910.93   (f) ADJUSTED    2 0
 KV2811
 KV2811.Superseded values are not recommended for survey control.
 KV2811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2811.See file dsdata.txt to determine how the superseded data were derived.
 KV2811
 KV2811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL222191(NAD 83)
 KV2811_MARKER: DB = BENCH MARK DISK
 KV2811_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2811_SP_SET: ABUTMENT
 KV2811_STAMPING: DD-192 1942
 KV2811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2811
 KV2811  HISTORY     - Date     Condition        Report By
 KV2811  HISTORY     - 1942     MONUMENTED       CGS
 KV2811  HISTORY     - 1976     POOR             NGS
 KV2811
 KV2811                          STATION DESCRIPTION
 KV2811
 KV2811'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2811'2.4 MI SW FROM LANSFORD.
 KV2811'2.4 MILES SOUTHWEST ALONG THE LEHIGH AND NEW ENGLAND RAILROAD
 KV2811'FROM THE STATION AT LANSFORD, SET IN THE SOUTH CORNER OF THE
 KV2811'WEST ABUTMENT OF A LARGE STONE BRIDGE, ABOUT 200 FEET NORTH OF
 KV2811'A SMALL CHURCH ALONG THE HIGHWAY, ABOUT 0.2 MILE WEST OF MILE-POST
 KV2811'NO. 3, 12.2 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK.  A
 KV2811'STANDARD DISK.
 KV2811
 KV2811                          STATION RECOVERY (1976)
 KV2811
 KV2811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KV2811'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1074 ***********************************************************************
 MA1074  DESIGNATION -  DD 221
 MA1074  PID         -  MA1074
 MA1074  STATE/COUNTY-  PA/CLARION
 MA1074  USGS QUAD   -  CLARION (1981)
 MA1074
 MA1074                         *CURRENT SURVEY CONTROL
 MA1074  ___________________________________________________________________
 MA1074* NAD 83(1986)-  41 10 32.     (N)    079 22 43.     (W)     SCALED    
 MA1074* NAVD 88     -       397.915  (meters)    1305.49   (feet)  ADJUSTED  
 MA1074  ___________________________________________________________________
 MA1074  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 MA1074  DYNAMIC HT  -         397.728 (meters)    1304.88  (feet)  COMP
 MA1074  MODELED GRAV-     980,143.0   (mgal)                       NAVD 88
 MA1074
 MA1074  VERT ORDER  -  SECOND    CLASS 0
 MA1074
 MA1074.The horizontal coordinates were scaled from a topographic map and have
 MA1074.an estimated accuracy of +/- 6 seconds.
 MA1074
 MA1074.The orthometric height was determined by differential leveling
 MA1074.and adjusted by the National Geodetic Survey in June 1991..
 MA1074
 MA1074.The geoid height was determined by GEOID03.
 MA1074
 MA1074.The dynamic height is computed by dividing the NAVD 88
 MA1074.geopotential number by the normal gravity value computed on the
 MA1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1074.degrees latitude (g = 980.6199 gals.).
 MA1074
 MA1074.The modeled gravity was interpolated from observed gravity values.
 MA1074
 MA1074;                    North         East    Units  Estimated Accuracy
 MA1074;SPC PA N     -   113,330.      463,350.      MT  (+/- 180 meters Scaled)
 MA1074
 MA1074                          SUPERSEDED SURVEY CONTROL
 MA1074
 MA1074  NGVD 29 (??/??/92)  398.070  (m)         1306.00   (f) ADJ UNCH    2 0
 MA1074
 MA1074.Superseded values are not recommended for survey control.
 MA1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1074.See file dsdata.txt to determine how the superseded data were derived.
 MA1074
 MA1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF360595(NAD 83)
 MA1074_MARKER: DB = BENCH MARK DISK
 MA1074_SETTING: 80 = SET IN A BOULDER
 MA1074_SP_SET: BOULDER
 MA1074_STAMPING: DD 221 1958
 MA1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1074+STABILITY: SURFACE MOTION
 MA1074
 MA1074  HISTORY     - Date     Condition        Report By
 MA1074  HISTORY     - 1958     MONUMENTED       CGS
 MA1074
 MA1074                          STATION DESCRIPTION
 MA1074
 MA1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA1074'1 MI E FROM WILLIAMSBURG.
 MA1074'ABOUT 1.0 MILES EAST ALONG A GRAVELED ROAD FROM THE T-ROAD
 MA1074'JUNCTION AT WILLIAMSBURG, IN THE TOP OF A VERY LARGE BOULDER
 MA1074'ABOUT 3.0 FEET HIGH, 6.0 FEET HIGHER THAN THE ROAD, 30.0 FEET
 MA1074'NORTH OF CENTER LINE OF THE ROAD AND ABOUT 600 FEET EAST OF A
 MA1074'SMALL CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0015 ***********************************************************************
 KY0015  DESIGNATION -  DEAD MAN
 KY0015  PID         -  KY0015
 KY0015  STATE/COUNTY-  PA/ALLEGHENY
 KY0015  USGS QUAD   -  AMBRIDGE (1990)
 KY0015
 KY0015                         *CURRENT SURVEY CONTROL
 KY0015  ___________________________________________________________________
 KY0015* NAD 83(1986)-  40 32 56.     (N)    080 12 27.     (W)     SCALED    
 KY0015* NAVD 88     -       215.042  (meters)     705.52   (feet)  ADJUSTED  
 KY0015  ___________________________________________________________________
 KY0015  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KY0015  DYNAMIC HT  -         214.931 (meters)     705.15  (feet)  COMP
 KY0015  MODELED GRAV-     980,105.3   (mgal)                       NAVD 88
 KY0015
 KY0015  VERT ORDER  -  FIRST     CLASS I
 KY0015
 KY0015.The horizontal coordinates were scaled from a topographic map and have
 KY0015.an estimated accuracy of +/- 6 seconds.
 KY0015
 KY0015.The orthometric height was determined by differential leveling
 KY0015.and adjusted by the National Geodetic Survey in June 1991..
 KY0015
 KY0015.The geoid height was determined by GEOID03.
 KY0015
 KY0015.The dynamic height is computed by dividing the NAVD 88
 KY0015.geopotential number by the normal gravity value computed on the
 KY0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0015.degrees latitude (g = 980.6199 gals.).
 KY0015
 KY0015.The modeled gravity was interpolated from observed gravity values.
 KY0015
 KY0015;                    North         East    Units  Estimated Accuracy
 KY0015;SPC PA S     -   137,870.      391,870.      MT  (+/- 180 meters Scaled)
 KY0015
 KY0015                          SUPERSEDED SURVEY CONTROL
 KY0015
 KY0015  NGVD 29 (??/??/92)  215.176  (m)          705.96   (f) ADJ UNCH    1 1
 KY0015
 KY0015.Superseded values are not recommended for survey control.
 KY0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0015.See file dsdata.txt to determine how the superseded data were derived.
 KY0015
 KY0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE671889(NAD 83)
 KY0015_MARKER: DD = SURVEY DISK
 KY0015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0015_SP_SET: WALL
 KY0015_STAMPING: DEAD MAN 1954
 KY0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0015
 KY0015  HISTORY     - Date     Condition        Report By
 KY0015  HISTORY     - 1954     MONUMENTED       DOD
 KY0015  HISTORY     - 1966     GOOD             NGS
 KY0015
 KY0015                          STATION DESCRIPTION
 KY0015
 KY0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY0015'3.7 MI W FROM CORAOPOLIS.
 KY0015'ABOUT 3.7 MILES WEST ALONG THE PITTSBURGH AND LAKE ERIE RAILROAD
 KY0015'FROM THE NEVILLE ISLAND BRIDGE AT CORAOPOLIS, ABOUT 0.3 MILE
 KY0015'SOUTHEAST OF MILEPOST NO. P 14, 50 YARDS NORTHEAST OF THE TRACK,
 KY0015'30 FEET WEST OF THE SOUTHWEST END OF THE NORTHWEST GATE TO THE
 KY0015'LARGE LOCK AT THE DASHIELD OHIO RIVER LOCK AND DAM, SET IN THE
 KY0015'TOP OF A CONCRETE WALL AT THE NORTHWEST END OF THE CONCRETE
 KY0015'RAMP, 33 FEET SOUTHWEST OF THE NORTHEAST FACE OF THE SOUTHWEST
 KY0015'WALL OF THE LOCK AND 25 FEET BELOW LEVEL OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1857 ***********************************************************************
 MA1857  DESIGNATION -  DEADMAN
 MA1857  PID         -  MA1857
 MA1857  STATE/COUNTY-  PA/FOREST
 MA1857  USGS QUAD   -  LYNCH (1977)
 MA1857
 MA1857                         *CURRENT SURVEY CONTROL
 MA1857  ___________________________________________________________________
 MA1857* NAD 83(1992)-  41 34 18.53477(N)    079 07 17.00015(W)     ADJUSTED  
 MA1857* NAVD 88     -       556.85   (+/-2cm)    1826.9    (feet)  VERTCON   
 MA1857  ___________________________________________________________________
 MA1857  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 MA1857  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 MA1857
 MA1857  HORZ ORDER  -  FIRST
 MA1857  VERT ORDER  -  THIRD ? (See Below)
 MA1857
 MA1857.The horizontal coordinates were established by classical geodetic methods
 MA1857.and adjusted by the National Geodetic Survey in June 2002..
 MA1857
 MA1857.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA1857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA1857.The vertical order pertains to the NGVD 29 superseded value.
 MA1857
 MA1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1857
 MA1857.The geoid height was determined by GEOID03.
 MA1857
 MA1857;                    North         East     Units Scale Factor Converg.
 MA1857;SPC PA N     -   156,953.413   485,630.171   MT  0.99996046   -0 54 26.0
 MA1857;SPC PA N     -   514,937.99  1,593,271.65   sFT  0.99996046   -0 54 26.0
 MA1857;UTM  17      - 4,603,941.276   656,624.147   MT  0.99990189   +1 14 48.6
 MA1857
 MA1857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1857!SPC PA N     -   0.99991774  x   0.99996046  =   0.99987821
 MA1857!UTM  17      -   0.99991774  x   0.99990189  =   0.99981964
 MA1857
 MA1857:                Primary Azimuth Mark                     Grid Az
 MA1857:SPC PA N     -  CHERRY GROVE                             011 40 53.3
 MA1857:UTM  17      -  CHERRY GROVE                             009 31 38.7
 MA1857
 MA1857|---------------------------------------------------------------------|
 MA1857| PID    Reference Object                     Distance      Geod. Az  |
 MA1857|                                                           dddmmss.s |
 MA1857| MA1851 CHERRY GROVE                        APPROX.13.0 KM 0104627.3 |
 MA1857| CX4385 DEADMAN RM 1                         44.830 METERS 01326     |
 MA1857| CX4384 DEADMAN AZ MK                                      1803143.0 |
 MA1857| CX4386 DEADMAN RM 2                         30.803 METERS 25726     |
 MA1857|---------------------------------------------------------------------|
 MA1857
 MA1857                          SUPERSEDED SURVEY CONTROL
 MA1857
 MA1857  NAD 83(1996)-  41 34 18.53613(N)    079 07 17.00058(W) AD(       ) 1
 MA1857  NAD 83(1986)-  41 34 18.53724(N)    079 07 17.00031(W) AD(       ) 1
 MA1857  NAD 27      -  41 34 18.31411(N)    079 07 17.85025(W) AD(       ) 1
 MA1857  NGVD 29 (07/19/86)  556.99   (m)         1827.4    (f) LEVELING    3  
 MA1857
 MA1857.Superseded values are not recommended for survey control.
 MA1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1857.See file dsdata.txt to determine how the superseded data were derived.
 MA1857
 MA1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG5662403941(NAD 83)
 MA1857_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA1857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1857
 MA1857  HISTORY     - Date     Condition        Report By
 MA1857  HISTORY     - 1938     MONUMENTED       CGS
 MA1857
 MA1857                          STATION DESCRIPTION
 MA1857
 MA1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 MA1857'STATION IS 3 MILES S OF TIONESTA CREEK, 7 MILES N OF MARIENVILLE, 10
 MA1857'MILES SW OF SHEFFIELD, AT WHAT IS KNOWN AS DEADMANS CORNER, ON
 MA1857'STATE-OWNED LAND, STATION IS 23 FEET E OF CENTER LINE OF ROAD, 87
 MA1857'FEET SSE OF INTERSECTION OF N-S WOODS ROAD AND HIGHWAY, 28 FEET N OF
 MA1857'A 6-INCH BLAZED POPLAR TREE, AND PROJECTS 4 INCHES.
 MA1857'
 MA1857'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 MA1857'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 MA1857'
 MA1857'REFERENCE MARK NO. 1 IS 147.08 FEET NNE OF STATION, 6 FEET N OF DITCH
 MA1857'BANK, 12 FEET N OF CENTER LINE OF HIGHWAY, AND PROJECTS 4 INCHES.
 MA1857'REFERENCE MARK NO. 2 IS 101.06 FEET W OF STATION, 10 FEET S OF E-W
 MA1857'WOODS ROAD, AND PROJECTS 8 INCHES.
 MA1857'
 MA1857'AZIMUTH MARK IS 0.1 MILE S OF STATION, AT SECOND CURVE IN ROAD, 12
 MA1857'FEET W OF CENTER LINE OF HIGHWAY, 15 FEET S OF AN 8-INCH CHERRY
 MA1857'TREE, AND PROJECTS 6 INCHES.
 MA1857'
 MA1857'TO REACH FROM MARIENVILLE, GO N ON KELLETTVILLE ROAD 4.6 MILES TO A
 MA1857'Y, BEAR R AND CONTINUE 2.9 MILES TO A SHARP CURVE AND A
 MA1857'WOODS ROAD LEADING STRAIGHT AHEAD, STATION IS ON R.
 MA1857'
 MA1857'TO REACH FROM SHEFFIELD, GO S ON ROUTE 666, ABOUT 9.0 MILES TO OLD
 MA1857'VILLAGE OF LYNCH, TURN R ACROSS STEEL BRIDGE AND GO 1.1 MILES TO A
 MA1857'ROAD R, TURN R AND GO 5.3 MILES TO DEADMANS CORNER.
 MA1857'
 MA1857'64-FOOT TOWER NECESSARY TO SEE ALL LINES.
 MA1857'
 MA1857'HEIGHT OF LIGHT ABOVE STATION MARK - 30.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1097 ***********************************************************************
 MA1097  DESIGNATION -  DEER CREEK
 MA1097  PID         -  MA1097
 MA1097  STATE/COUNTY-  PA/CLARION
 MA1097  USGS QUAD   -  FRYBURG (1977)
 MA1097
 MA1097                         *CURRENT SURVEY CONTROL
 MA1097  ___________________________________________________________________
 MA1097* NAD 83(1986)-  41 15 26.     (N)    079 28 24.     (W)     SCALED    
 MA1097* NAVD 88     -       376.428  (meters)    1235.00   (feet)  ADJUSTED  
 MA1097  ___________________________________________________________________
 MA1097  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MA1097  DYNAMIC HT  -         376.250 (meters)    1234.41  (feet)  COMP
 MA1097  MODELED GRAV-     980,141.8   (mgal)                       NAVD 88
 MA1097
 MA1097  VERT ORDER  -  SECOND    CLASS 0
 MA1097
 MA1097.The horizontal coordinates were scaled from a topographic map and have
 MA1097.an estimated accuracy of +/- 6 seconds.
 MA1097
 MA1097.The orthometric height was determined by differential leveling
 MA1097.and adjusted by the National Geodetic Survey in June 1991..
 MA1097
 MA1097.The geoid height was determined by GEOID03.
 MA1097
 MA1097.The dynamic height is computed by dividing the NAVD 88
 MA1097.geopotential number by the normal gravity value computed on the
 MA1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1097.degrees latitude (g = 980.6199 gals.).
 MA1097
 MA1097.The modeled gravity was interpolated from observed gravity values.
 MA1097
 MA1097;                    North         East    Units  Estimated Accuracy
 MA1097;SPC PA N     -   122,550.      455,590.      MT  (+/- 180 meters Scaled)
 MA1097
 MA1097                          SUPERSEDED SURVEY CONTROL
 MA1097
 MA1097  NGVD 29 (??/??/92)  376.577  (m)         1235.49   (f) ADJ UNCH    2 0
 MA1097
 MA1097.Superseded values are not recommended for survey control.
 MA1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1097.See file dsdata.txt to determine how the superseded data were derived.
 MA1097
 MA1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF278684(NAD 83)
 MA1097_MARKER: DD = SURVEY DISK
 MA1097_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1097_SP_SET: BRIDGE
 MA1097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1097
 MA1097  HISTORY     - Date     Condition        Report By
 MA1097  HISTORY     - UNK      MONUMENTED       PADH
 MA1097  HISTORY     - 1967     MARK NOT FOUND   NGS
 MA1097
 MA1097                          STATION DESCRIPTION
 MA1097
 MA1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1097'0.8 MI NW FROM SHIPPENVILLE.
 MA1097'0.8 MILE NORTHWEST ALONG U.S. HIGHWAY 322 FROM THE POST OFFICE
 MA1097'AT SHIPPENVILLE, CLARION COUNTY, AT A 40-FOOT SPAN CONCRETE
 MA1097'BRIDGE OVER DEER CREEK, IN THE TOP OF THE SOUTHEAST CORNER OF
 MA1097'THE NORTHEAST RAILING, 13 FEET NORTHEAST OF THE CENTER LINE OF
 MA1097'THE HIGHWAY, AND ABOUT 4 FEET HIGHER THAN THE ROADWAY.  A
 MA1097'PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1897 ***********************************************************************
 MB1897  DESIGNATION -  DEER CREEK
 MB1897  PID         -  MB1897
 MB1897  STATE/COUNTY-  PA/MERCER
 MB1897  USGS QUAD   -  HADLEY (1977)
 MB1897
 MB1897                         *CURRENT SURVEY CONTROL
 MB1897  ___________________________________________________________________
 MB1897* NAD 83(1992)-  41 27 10.37483(N)    080 08 23.83015(W)     ADJUSTED  
 MB1897* NAVD 88     -       437.     (meters)    1434.     (feet)  SCALED    
 MB1897  ___________________________________________________________________
 MB1897  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 MB1897  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MB1897
 MB1897  HORZ ORDER  -  SECOND
 MB1897
 MB1897.The horizontal coordinates were established by classical geodetic methods
 MB1897.and adjusted by the National Geodetic Survey in June 2002..
 MB1897
 MB1897.The orthometric height was scaled from a topographic map.
 MB1897
 MB1897.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1897
 MB1897.The geoid height was determined by GEOID03.
 MB1897
 MB1897;                    North         East     Units Scale Factor Converg.
 MB1897;SPC PA N     -   145,594.252   400,337.445   MT  0.99995703   -1 34 51.8
 MB1897;SPC PA N     -   477,670.48  1,313,440.43   sFT  0.99995703   -1 34 51.8
 MB1897;UTM  17      - 4,589,390.158   571,834.264   MT  0.99966350   +0 34 09.8
 MB1897
 MB1897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1897!SPC PA N     -   0.99993674  x   0.99995703  =   0.99989378
 MB1897!UTM  17      -   0.99993674  x   0.99966350  =   0.99960026
 MB1897
 MB1897:                Primary Azimuth Mark                     Grid Az
 MB1897:SPC PA N     -  DEER CREEK AZ MK                         007 43 08.1
 MB1897:UTM  17      -  DEER CREEK AZ MK                         005 34 06.5
 MB1897
 MB1897|---------------------------------------------------------------------|
 MB1897| PID    Reference Object                     Distance      Geod. Az  |
 MB1897|                                                           dddmmss.s |
 MB1897| CX4387 DEER CREEK AZ MK                                   0060816.3 |
 MB1897| CX4388 DEER CREEK RM 1                      34.525 METERS 01354     |
 MB1897| MB1853 PITTSBURG ERIE AIRWAY BCN 8         APPROX.14.2 KM 0165547.6 |
 MB1897| CX4389 DEER CREEK RM 2                     117.744 METERS 09248     |
 MB1897|---------------------------------------------------------------------|
 MB1897
 MB1897                          SUPERSEDED SURVEY CONTROL
 MB1897
 MB1897  NAD 83(1995)-  41 27 10.37737(N)    080 08 23.83293(W) AD(       ) 2
 MB1897  NAD 83(1986)-  41 27 10.37993(N)    080 08 23.83459(W) AD(       ) 2
 MB1897  NAD 27      -  41 27 10.18600(N)    080 08 24.61300(W) AD(       ) 2
 MB1897
 MB1897.Superseded values are not recommended for survey control.
 MB1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1897.See file dsdata.txt to determine how the superseded data were derived.
 MB1897
 MB1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF7183489390(NAD 83)
 MB1897_MARKER: Z = SEE DESCRIPTION
 MB1897_SETTING: 0 = UNSPECIFIED SETTING
 MB1897
 MB1897  HISTORY     - Date     Condition        Report By
 MB1897  HISTORY     - 1937     MONUMENTED       PAGS
 MB1897  HISTORY     - 1958     SEE DESCRIPTION  USGS
 MB1897
 MB1897                          STATION DESCRIPTION
 MB1897
 MB1897'DESCRIBED BY PENNSYLVANIA GEODETIC SURVEY 1937
 MB1897'FROM SHEAKLEYVILLE E ALONG ROUTE 43071 A DISTANCE OF 3.7 MILES,
 MB1897'THENCE N ON DIRT ROAD 0.2 MILE TO SUMMIT OF HILL, STATION IS
 MB1897'ON W SIDE OF ROAD ALONG RIGHT-OF-WAY ADJOINING SAM MILLERS PROPERTY.
 MB1897'
 MB1897'SURFACE MARK IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK SET IN
 MB1897'CIRCULAR CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 MB1897'UNDERGROUND MARK IS A BLOCK OF CONCRETE BELOW THE GROUND CONTAINING A
 MB1897'PA. COORDINATE SYSTEM STANDARD BRONZE DISK.
 MB1897'
 MB1897'REFERENCE AND AZIMUTH MARKS ARE PA. COORDINATE SYSTEM STANDARD BRONZE
 MB1897'DISKS SET IN SANDSTONE BOULDERS.
 MB1897'
 MB1897'REFERENCE MARK NO.1 PROJECTS 8 INCHES AND IS NW OF STATION ON RIGHT
 MB1897'SIDE OF ROAD.
 MB1897'
 MB1897'REFERENCE MARK NO.2 PROJECTS 0.18 FOOT AND IS E OF STATION ACROSS
 MB1897'CULTIVATED FIELD IN HEDGE LINE.
 MB1897'
 MB1897'AZIMUTH MARK PROJECTS 3 INCHES AND IS NE OF STATION.  TO REACH GO 0.3
 MB1897'MILE TO FENCE LINE ON RIGHT, THENCE ALONG S SIDE OF FENCE TO
 MB1897'RIGHT OF ROAD 125 PACES.
 MB1897'
 MB1897'HEIGHT OF LIGHT ABOVE STATION MARK - 26.5 METERS.
 MB1897
 MB1897                          STATION RECOVERY (1958)
 MB1897
 MB1897'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 MB1897'STATION WAS FOUND BESIDE THE ROAD AND HAD BEEN REMOVED DUE TO
 MB1897'CULTIVATING.
 MB1897'
 MB1897'REFERENCE MARK 1 WAS NOT FOUND ALTHOUGH REFERENCE MARK 2 WAS FOUND
 MB1897'ALL RIGHT.  THE DISTANCE GIVEN FOR REFERENCE MARK 2 FROM THE
 MB1897'STATION IS IN ERROR BY APPROXIMATELY 350 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2808 ***********************************************************************
 KW2808  DESIGNATION -  DEITZ
 KW2808  PID         -  KW2808
 KW2808  STATE/COUNTY-  PA/PERRY
 KW2808  USGS QUAD   -  WERTZVILLE (1987)
 KW2808
 KW2808                         *CURRENT SURVEY CONTROL
 KW2808  ___________________________________________________________________
 KW2808* NAD 83(1992)-  40 21 14.92985(N)    077 00 39.91691(W)     ADJUSTED  
 KW2808* NAVD 88     -       151.4    (meters)     497.     (feet)  VERTCON   
 KW2808  ___________________________________________________________________
 KW2808  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 KW2808  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 KW2808
 KW2808  HORZ ORDER  -  SECOND
 KW2808
 KW2808.The horizontal coordinates were established by classical geodetic methods
 KW2808.and adjusted by the National Geodetic Survey in June 2002..
 KW2808
 KW2808.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2808
 KW2808.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2808
 KW2808.The geoid height was determined by GEOID03.
 KW2808
 KW2808;                    North         East     Units Scale Factor Converg.
 KW2808;SPC PA S     -   113,608.433   662,768.177   MT  0.99996091   +0 28 45.8
 KW2808;SPC PA S     -   372,730.33  2,174,431.93   sFT  0.99996091   +0 28 45.8
 KW2808;UTM  18      - 4,469,006.465   329,218.520   MT  0.99995904   -1 18 09.1
 KW2808
 KW2808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2808!SPC PA S     -   0.99998160  x   0.99996091  =   0.99994251
 KW2808!UTM  18      -   0.99998160  x   0.99995904  =   0.99994064
 KW2808
 KW2808:                Primary Azimuth Mark                     Grid Az
 KW2808:SPC PA S     -  DAUPHIN WATER GAP LOT                    065 09 32.1
 KW2808:UTM  18      -  DAUPHIN WATER GAP LOT                    066 56 27.0
 KW2808
 KW2808|---------------------------------------------------------------------|
 KW2808| PID    Reference Object                     Distance      Geod. Az  |
 KW2808|                                                           dddmmss.s |
 KW2808| KW3126 DAUPHIN WATER GAP LOT               APPROX. 3.9 KM 0653817.9 |
 KW2808| CJ9633 DEITZ AZ MK                                        0730545.2 |
 KW2808| KW2809 DEITZ 2                              30.163 METERS 07306     |
 KW2808| CJ9634 DEITZ RM 1                            9.095 METERS 08427     |
 KW2808| CJ9635 DEITZ RM 2                            8.012 METERS 26059     |
 KW2808|---------------------------------------------------------------------|
 KW2808
 KW2808                          SUPERSEDED SURVEY CONTROL
 KW2808
 KW2808  NAD 83(1986)-  40 21 14.92701(N)    077 00 39.91882(W) AD(       ) 2
 KW2808  NAD 27      -  40 21 14.61983(N)    077 00 41.00633(W) AD(       ) 2
 KW2808  NGVD 29 (07/19/86)  151.6    (m)          497.     (f) VERT ANG       
 KW2808
 KW2808.Superseded values are not recommended for survey control.
 KW2808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2808.See file dsdata.txt to determine how the superseded data were derived.
 KW2808
 KW2808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK2921969006(NAD 83)
 KW2808_MARKER: DS = TRIANGULATION STATION DISK
 KW2808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2808
 KW2808  HISTORY     - Date     Condition        Report By
 KW2808  HISTORY     - 1966     MONUMENTED       CGS
 KW2808  HISTORY     - 1968     SEE DESCRIPTION  CGS
 KW2808
 KW2808                          STATION DESCRIPTION
 KW2808
 KW2808'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW2808'THE STATION IS LOCATED ABOUT 4.5 MILES WEST-NORTHWEST OF MARYSVILLE,
 KW2808'3 MILES SOUTH-SOUTHEAST OF DUNCANNON, 0.25 MILE SOUTH-SOUTHWEST
 KW2808'OF U.S. HIGHWAY 11 AND 15, 0.3 MILE SOUTH-SOUTHWEST OF THE WEST SHORE
 KW2808'OF THE SUSQUEHANNA RIVER, AND 0.2 MILE WEST OF THE PROPERTY OWNER,
 KW2808'MR. KENNETH ELLENBERGER.
 KW2808'
 KW2808'TO REACH THE STATION FROM THE BRIDGE OVER STATE HIGHWAY 274 IN THE
 KW2808'SOUTH EDGE OF DUNCANNON, GO SOUTH ON U.S. HIGHWAY 11 AND 15 FOR 2.6
 KW2808'MILES TO THE SUSQUENITA HIGH SCHOOL ON THE RIGHT.  (TO REACH THE
 KW2808'AZIMUTH MARK, CONTINUE SOUTH FOR 0.15 MILE TO THE AZIMUTH MARK ON
 KW2808'THE LEFT, EAST SIDE OF THE HIGHWAY.) TURN RIGHT, WEST, FOR 0.2 MILE
 KW2808'TO THE FRONT OF THE HIGH SCHOOL, TURN RIGHT, PASSING THROUGH THE
 KW2808'PARKING LOT FOR 0.1 MILE TO A FORK, KEEP LEFT UP THE HILL FOR 0.2
 KW2808'MILE TO THE END OF THE HARD SURFACE ROAD AND A RED BRICK HOUSE ON
 KW2808'THE RIGHT.  CONTINUE NORTHERLY ON THE TRACK ROAD FOR 0.15 MILE TO
 KW2808'THE STATION ON THE LEFT.
 KW2808'
 KW2808'THE STATION MARK IS 10 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 KW2808'TRACK ROAD, 3 FEET NORTHWEST OF A METAL WITNESS POST, 2 FEET NORTH OF
 KW2808'A FENCE, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  IT IS A STANDARD
 KW2808'DISK STAMPED DEITZ 1966, SET IN THE TOP OF A 12 INCH SQUARE
 KW2808'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 KW2808'
 KW2808'REFERENCE MARK NO. 1 IS 27.8 FEET EAST OF THE WITNESS POST, 11 FEET
 KW2808'SOUTH OF THE APPROXIMATE CENTER OF THE TRACK ROAD, 2.5 FEET NORTH
 KW2808'OF THE FENCE.  IT IS A STANDARD DISK STAMPED DEITZ NO 1 1966, SET IN
 KW2808'THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 KW2808'
 KW2808'REFERENCE MARK NO. 2 IS 28.5 FEET WEST OF THE WITNESS POST, 13 FEET
 KW2808'SOUTH OF THE APPROXIMATE CENTER OF THE TRACK ROAD, AND 1.6 FEET
 KW2808'NORTH OF THE FENCE.  IT IS A STANDARD DISK STAMPED DEITZ NO 2 1966,
 KW2808'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH
 KW2808'WITH THE GROUND.
 KW2808'
 KW2808'THE AZIMUTH MARK IS 53.0 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 KW2808'11 AND 15, 51.5 FEET EAST OF A TELEPHONE POLE, 44.5 FEET WEST OF
 KW2808'A TELEPHONE POLE, 32.7 FEET SOUTH OF THE MOST SOUTHERLY RAIL OF A
 KW2808'RAILROAD TRACK, 2.0 FEET SOUTH OF A METAL WITNESS POST, AND ABOUT
 KW2808'THE SAME ELEVATION AS THE HIGHWAY.  IT IS A STANDARD DISK STAMPED
 KW2808'DEITZ 1966, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH
 KW2808'PROJECTS 7 INCHES.
 KW2808
 KW2808                          STATION RECOVERY (1968)
 KW2808
 KW2808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JCB)
 KW2808'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 KW2808'AZIMUTH MARK WERE ALL RECOVERED AND FOUND TO BE IN GOOD
 KW2808'CONDITION.  THE 1966 DESCRIPTION WAS FOUND TO BE ADEQUATE.
 KW2808'
 KW2808'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WAS
 KW2808'DIRECTLY ON THE CENTERLINE OF A PROPOSED ROADWAY.  A LETTER
 KW2808'DATED 4/16/68 FROM THE PROPERTY OWNER, MR. KENNETH G. ELLENBERGER,
 KW2808'REQUESTED THAT THIS STATION AND REFERENCE MARKS BE MOVED.
 KW2808'
 KW2808'A NEW STATION DEITZ 2 WAS ESTABLISHED.  STATION DEITZ 1966, REFERENCE
 KW2808'MARK NO. 1 AND REFERENCE MARK NO. 2 WERE DESTROYED AFTER DEITZ 2 WAS
 KW2808'ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2809 ***********************************************************************
 KW2809  DESIGNATION -  DEITZ 2
 KW2809  PID         -  KW2809
 KW2809  STATE/COUNTY-  PA/PERRY
 KW2809  USGS QUAD   -  WERTZVILLE (1987)
 KW2809
 KW2809                         *CURRENT SURVEY CONTROL
 KW2809  ___________________________________________________________________
 KW2809* NAD 83(1992)-  40 21 15.21417(N)    077 00 38.69389(W)     ADJUSTED  
 KW2809* NAVD 88     -       148.8    (meters)     488.     (feet)  VERTCON   
 KW2809  ___________________________________________________________________
 KW2809  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 KW2809  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 KW2809
 KW2809  HORZ ORDER  -  THIRD
 KW2809
 KW2809.The horizontal coordinates were established by classical geodetic methods
 KW2809.and adjusted by the National Geodetic Survey in June 2002..
 KW2809.No horizontal observational check was made to the station.
 KW2809
 KW2809.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2809
 KW2809.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2809
 KW2809.The geoid height was determined by GEOID03.
 KW2809
 KW2809;                    North         East     Units Scale Factor Converg.
 KW2809;SPC PA S     -   113,617.444   662,796.962   MT  0.99996091   +0 28 46.6
 KW2809;SPC PA S     -   372,759.90  2,174,526.37   sFT  0.99996091   +0 28 46.6
 KW2809;UTM  18      - 4,469,014.576   329,247.571   MT  0.99995891   -1 18 08.3
 KW2809
 KW2809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2809!SPC PA S     -   0.99998201  x   0.99996091  =   0.99994292
 KW2809!UTM  18      -   0.99998201  x   0.99995891  =   0.99994092
 KW2809
 KW2809:                Primary Azimuth Mark                     Grid Az
 KW2809:SPC PA S     -  DEITZ AZ MK                              072 37 12.3
 KW2809:UTM  18      -  DEITZ AZ MK                              074 24 07.2
 KW2809
 KW2809|---------------------------------------------------------------------|
 KW2809| PID    Reference Object                     Distance      Geod. Az  |
 KW2809|                                                           dddmmss.s |
 KW2809| CJ9633 DEITZ AZ MK                                        0730558.9 |
 KW2809| CJ9636 DEITZ 2 RM 3                          7.862 METERS 08222     |
 KW2809| KW2808 DEITZ                                30.163 METERS 25306     |
 KW2809| CJ9637 DEITZ 2 RM 4                         10.430 METERS 26227     |
 KW2809|---------------------------------------------------------------------|
 KW2809
 KW2809                          SUPERSEDED SURVEY CONTROL
 KW2809
 KW2809  NAD 83(1986)-  40 21 15.21133(N)    077 00 38.69581(W) AD(       ) 3
 KW2809  NAD 27      -  40 21 14.90417(N)    077 00 39.78336(W) AD(       ) 3
 KW2809  NGVD 29 (07/19/86)  149.0    (m)          489.     (f) VERT ANG       
 KW2809
 KW2809.Superseded values are not recommended for survey control.
 KW2809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2809.See file dsdata.txt to determine how the superseded data were derived.
 KW2809
 KW2809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK2924869015(NAD 83)
 KW2809_MARKER: DS = TRIANGULATION STATION DISK
 KW2809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2809
 KW2809  HISTORY     - Date     Condition        Report By
 KW2809  HISTORY     - 1968     MONUMENTED       CGS
 KW2809
 KW2809                          STATION DESCRIPTION
 KW2809
 KW2809'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JCB)
 KW2809'THE STATION IS LOCATED ON THE NORTH SLOPE OF A HILL, ABOUT 4.5 MILES
 KW2809'WEST-NORTHWEST OF MARYSVILLE, 3.0 MILES SOUTH-SOUTHWEST
 KW2809'OF DUCANNON, 0.25 MILES SOUTH-SOUTHWEST OF U.S. HIGHWAY 11 AND 15,
 KW2809'0.3 MILE SOUTH-SOUTHWEST OF THE WEST BANK OF THE SUSQUEHANNA RIVER,
 KW2809'AND 0.2 MILE SOUTHWEST OF THE PROPERTY OWNER, MR. KENNETH G.
 KW2809'ELLENBERGER.
 KW2809'
 KW2809'TO REACH THE STATION FROM THE BRIDGE OVER STATE HIGHWAY 274 IN THE
 KW2809'SOUTH EDGE OF DUNCANNON, GO SOUTH ON U.S. HIGHWAY 11 AND 15 FOR 2.65
 KW2809'MILES TO A DRIVEWAY TO RIGHT IN THE FRONT OF THE SUSQUENITA HIGH
 KW2809'SCHOOL.  (TO REACH THE AZIMUTH MARK FROM HERE, GO SOUTH ON U.S.
 KW2809'HIGHWAY 11 AND 15 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT).
 KW2809'TURN RIGHT, WEST, FOR 0.15 MILE TO THE FRONT OF THE HIGH SCHOOL,
 KW2809'TURN RIGHT PASSING THROUGH A PARKING LOT FOR 0.1 MILE TO TWO ROADS
 KW2809'LEFT, KEEP LEFT ON THE MOST NORTHERLY ONE OF TWO ROADS AND GO
 KW2809'WEST, UPHILL, FOR 0.2 MILE TO A BRICK HOUSE ON THE RIGHT, LAST
 KW2809'HOUSE ON THE ROAD, CONTINUE AHEAD FOR 0.1 MILE TO STATION ON THE
 KW2809'RIGHT.
 KW2809'
 KW2809'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND,
 KW2809'APPROXIMATELY 21 FEET NORTH OF THE CENTERLINE OF A NEW ROAD AND
 KW2809'2.8 FEET EAST OF A METAL WITNESS POST AND SIGN.  THE DISK IS STAMPED
 KW2809'DEITZ 2 1968.
 KW2809'
 KW2809'REFERENCE MARK NO. 3 IS, 21 FEET NORTH OF THE PROPOSED CENTERLINE OF
 KW2809'A NEW ROAD, 28.5 FEET EAST OF A METAL WITNESS POST AND SIGN, AND 5.0
 KW2809'FEET NORTH OF THE ROAD RIGHT-OF-WAY BOUNDARY.  IT IS FLUSH WITH THE
 KW2809'GROUND AND THE DISK IS STAMPED, DEITZ 2 NO 3 1968.
 KW2809'
 KW2809'REFERENCE MARK NO. 4 IS, 21 FEET NORTH OF THE PROPOSED CENTERLINE OF
 KW2809'A NEW ROAD, 31.5 FEET WEST OF A METAL WITNESS POST AND SIGN.  IT IS
 KW2809'SET FLUSH WITH THE SURFACE OF THE GROUND AND IS ABOUT 2.0 FEET HIGHER
 KW2809'IN ELEVATION THAN THE STATION.  THE DISK IS STAMPED, DEITZ 2 NO 4
 KW2809'1968.
 KW2809'
 KW2809'THE AZIMUTH MARK IS- 53.0 FEET NORTH OF THE CENTERLINE OF U.S.
 KW2809'HIGHWAY 11 AND 15, 51.5 FEET EAST OF A TELEPHONE POLE, 44.5 FEET
 KW2809'WEST OF A TELEPHONE POLE, 32.7 FEET SOUTH OF THE MOST SOUTHERLY RAIL
 KW2809'OF A RAILROAD TRACK, 2.0 FEET SOUTH OF A METAL WITNESS POST, AND ON
 KW2809'ABOUT THE SAME ELEVATION AS THE HIGHWAY.  IT IS SET IN THE TOP OF A
 KW2809'12-INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 7-INCHES.  THE
 KW2809'DISK IS STAMPED, DEITZ 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2972 ***********************************************************************
 KW2972  DESIGNATION -  DELANO
 KW2972  PID         -  KW2972
 KW2972  STATE/COUNTY-  PA/SCHUYLKILL
 KW2972  USGS QUAD   -  DELANO (1976)
 KW2972
 KW2972                         *CURRENT SURVEY CONTROL
 KW2972  ___________________________________________________________________
 KW2972* NAD 83(1992)-  40 50 10.96254(N)    076 03 49.26207(W)     ADJUSTED  
 KW2972* NAVD 88     -       511.73   (+/-2cm)    1678.9    (feet)  VERTCON   
 KW2972  ___________________________________________________________________
 KW2972  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 KW2972  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KW2972
 KW2972  HORZ ORDER  -  THIRD
 KW2972  VERT ORDER  -  THIRD ? (See Below)
 KW2972
 KW2972.The horizontal coordinates were established by classical geodetic methods
 KW2972.and adjusted by the National Geodetic Survey in June 2002..
 KW2972
 KW2972.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2972.The vertical order pertains to the NGVD 29 superseded value.
 KW2972
 KW2972.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2972
 KW2972.The geoid height was determined by GEOID03.
 KW2972
 KW2972;                    North         East     Units Scale Factor Converg.
 KW2972;SPC PA S     -   168,251.772   742,217.608   MT  0.99998211   +1 05 38.7
 KW2972;SPC PA S     -   552,006.02  2,435,092.27   sFT  0.99998211   +1 05 38.7
 KW2972;UTM  18      - 4,521,138.145   410,320.940   MT  0.99969899   -0 41 44.1
 KW2972
 KW2972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2972!SPC PA S     -   0.99992493  x   0.99998211  =   0.99990705
 KW2972!UTM  18      -   0.99992493  x   0.99969899  =   0.99962395
 KW2972
 KW2972|---------------------------------------------------------------------|
 KW2972| PID    Reference Object                     Distance      Geod. Az  |
 KW2972|                                                           dddmmss.s |
 KW2972| KW2638 DELANO RM 1                           7.367 METERS 11143     |
 KW2972| KW2640 DELANO RM 2                           3.960 METERS 21625     |
 KW2972| KW2971 MAHANOY CITY TV SYSTEM E TOWER      APPROX. 4.8 KM 2232351.6 |
 KW2972| KW2975 MAHANOY CITY TV SYSTEM W TOWER      APPROX. 7.7 KM 2400844.7 |
 KW2972| KW2965 BEARS HEAD LOOKOUT TOWER            APPROX. 2.1 KM 3194720.0 |
 KW2972|---------------------------------------------------------------------|
 KW2972
 KW2972                          SUPERSEDED SURVEY CONTROL
 KW2972
 KW2972  NAD 83(1986)-  40 50 10.96207(N)    076 03 49.26457(W) AD(       ) 3
 KW2972  NAD 27      -  40 50 10.63691(N)    076 03 50.51770(W) AD(       ) 3
 KW2972  NGVD 29 (07/19/86)  511.92   (m)         1679.5    (f) LEVELING    3  
 KW2972
 KW2972.Superseded values are not recommended for survey control.
 KW2972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2972.See file dsdata.txt to determine how the superseded data were derived.
 KW2972
 KW2972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL1032121138(NAD 83)
 KW2972_MARKER: DS = TRIANGULATION STATION DISK
 KW2972_SETTING: 80 = SET IN A BOULDER
 KW2972_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KW2972
 KW2972  HISTORY     - Date     Condition        Report By
 KW2972  HISTORY     - 1959     MONUMENTED       CGS
 KW2972  HISTORY     - 1965     MARK NOT FOUND   CGS
 KW2972
 KW2972                          STATION DESCRIPTION
 KW2972
 KW2972'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 KW2972'STATION IS LOCATED AT THE SOUTH EDGE OF DELANO, NEAR THE CENTER OF A
 KW2972'HIGHWAY RIDGE OF ROCK OUTCROPPINGS AND VERY LARGE BOULDERS.  THE
 KW2972'RIDGE IS A NORTHEAST-SOUTHWEST RIDGE AND THE STATION IS ABOUT 6 MILES
 KW2972'SOUTHWEST OF MCADOO AND ABOUT 4-1/2 MILES EAST-NORTHEAST OF MAHANOY
 KW2972'CITY.
 KW2972'
 KW2972'STATION IS REACHED FROM THE RAILROAD DEPOT IN DELANO.  GO EAST ON THE
 KW2972'MAIN THROUGH STREET OF DELANO FOR 0.1 MILE TO A PAVED ROAD LEFT.
 KW2972'TURN LEFT AND GO SOUTHEAST AND EAST ON STATE ROUTE 53044 FOR 0.45
 KW2972'MILE TO A DIRT SIDE ROAD LEFT, IMMEDIATELY AFTER CROSSING A
 KW2972'CONCRETE BRIDGE.  TURN LEFT AND GO NORTH-NORTHEAST ON THE DIRT ROAD
 KW2972'FOR ABOUT 65 FEET, AZIMUTH MARK FOR STATION BEARS HEAD ON THE
 KW2972'RIGHT, CONTINUE ON THE DIRT ROAD FOR ABOUT 35 FEET, A TRAIL ON THE
 KW2972'RIGHT WHICH LEADS TO A ROW OF LARGE BOULDERS.  PACK EAST FOR
 KW2972'ABOUT 50 FEET TO THE LARGE BOULDERS.  PACK NORTHEAST ACROSS THE TOP
 KW2972'OF THE BOULDERS FOR ABOUT 100 YARDS AND THE STATION NEAR THE CENTER
 KW2972'OF THE ROW OF BOULDERS.
 KW2972'
 KW2972'ALL MARKS ARE STANDARD DISK, CEMENTED IN DRILL HOLES, IN THE TOP OF A
 KW2972'VERY LARGE BOULDER WHICH PROJECTS ABOUT 20 FEET.
 KW2972'
 KW2972'STATION MARK IS STAMPED DELANO 1959.  IT IS ABOUT 7 FEET NORTH OF THE
 KW2972'NORTH EDGE OF THE BOULDER AND ABOUT 10 FEET WEST OF A SMALL CREVICE
 KW2972'THAT SEPERATES TWO LARGE BOULDERS.
 KW2972'
 KW2972'REFERENCE MARK 1 IS STAMPED DELANO NO 1 1959.  IT IS ABOUT 11 FEET
 KW2972'EAST OF THE CREVICE AND ABOUT 21 FEET SOUTH OF THE NORTH EDGE OF
 KW2972'THE BOULDER.
 KW2972'
 KW2972'REFERENCE MARK 2 IS STAMPED DELANO NO 2 1959.  IT IS ABOUT EAST OF
 KW2972'THE WEST EDGE OF THE BOULDER AND ABOUT 16 FEET NORTH OF THE SOUTH
 KW2972'EDGE OF THE BOULDER.
 KW2972'
 KW2972'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KW2972
 KW2972                          STATION RECOVERY (1965)
 KW2972
 KW2972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 KW2972'STATION AND REFERENCE MARKS 1 AND 2 WERE DESTROYED DUE TO BLASTING IN
 KW2972'THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0338 ***********************************************************************
 KW0338  DESIGNATION -  DELANO 2
 KW0338  PID         -  KW0338
 KW0338  STATE/COUNTY-  PA/SCHUYLKILL
 KW0338  USGS QUAD   -  DELANO (1976)
 KW0338
 KW0338                         *CURRENT SURVEY CONTROL
 KW0338  ___________________________________________________________________
 KW0338* NAD 83(1992)-  40 50 10.69037(N)    076 03 50.50012(W)     ADJUSTED  
 KW0338* NAVD 88     -       507.62   (+/-2cm)    1665.4    (feet)  VERTCON   
 KW0338  ___________________________________________________________________
 KW0338  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 KW0338  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KW0338
 KW0338  HORZ ORDER  -  THIRD
 KW0338  VERT ORDER  -  THIRD (See Below)
 KW0338
 KW0338.The horizontal coordinates were established by classical geodetic methods
 KW0338.and adjusted by the National Geodetic Survey in June 2002..
 KW0338
 KW0338.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW0338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW0338.The vertical order pertains to the NGVD 29 superseded value.
 KW0338
 KW0338.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW0338
 KW0338.The geoid height was determined by GEOID03.
 KW0338
 KW0338;                    North         East     Units Scale Factor Converg.
 KW0338;SPC PA S     -   168,242.824   742,188.768   MT  0.99998211   +1 05 37.8
 KW0338;SPC PA S     -   551,976.67  2,434,997.65   sFT  0.99998211   +1 05 37.8
 KW0338;UTM  18      - 4,521,130.104   410,291.843   MT  0.99969905   -0 41 44.9
 KW0338
 KW0338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW0338!SPC PA S     -   0.99992558  x   0.99998211  =   0.99990769
 KW0338!UTM  18      -   0.99992558  x   0.99969905  =   0.99962465
 KW0338
 KW0338|---------------------------------------------------------------------|
 KW0338| PID    Reference Object                     Distance      Geod. Az  |
 KW0338|                                                           dddmmss.s |
 KW0338| KW2972 DELANO                               30.196 METERS 07351     |
 KW0338| KW0337 DELANO 2 RM 3                         4.782 METERS 16156     |
 KW0338| KW0339 DELANO 2 RM 4                         3.325 METERS 26457     |
 KW0338| KW2965 BEARS HEAD LOOKOUT TOWER            APPROX. 2.0 KM 3203344.7 |
 KW0338|---------------------------------------------------------------------|
 KW0338
 KW0338                          SUPERSEDED SURVEY CONTROL
 KW0338
 KW0338  NAD 83(1986)-  40 50 10.68976(N)    076 03 50.50329(W) AD(       ) 3
 KW0338  NAD 27      -  40 50 10.36474(N)    076 03 51.75570(W) AD(       ) 3
 KW0338  NGVD 29 (??/??/??)  507.81   (m)         1666.0    (f) RESET       3  
 KW0338
 KW0338.Superseded values are not recommended for survey control.
 KW0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0338.See file dsdata.txt to determine how the superseded data were derived.
 KW0338
 KW0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL1029221130(NAD 83)
 KW0338_MARKER: DS = TRIANGULATION STATION DISK
 KW0338_SETTING: 66 = SET IN ROCK OUTCROP
 KW0338_SP_SET: ROCK LEDGE
 KW0338_STAMPING: DELANO 2 1965
 KW0338_MARK LOGO: CGS   
 KW0338_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW0338_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW0338+STABILITY: POSITION/ELEVATION WELL
 KW0338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW0338+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2005
 KW0338
 KW0338  HISTORY     - Date     Condition        Report By
 KW0338  HISTORY     - 1965     MONUMENTED       CGS
 KW0338  HISTORY     - 1965     GOOD             CGS
 KW0338  HISTORY     - 20000401 GOOD             PADT
 KW0338  HISTORY     - 20000410 GOOD             PADT
 KW0338  HISTORY     - 20050418 GOOD             PADT
 KW0338
 KW0338                          STATION DESCRIPTION
 KW0338
 KW0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCB)
 KW0338'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF MCADOO, 4-1/2 MILES
 KW0338'EAST-NORTHEAST OF MAHANOY CITY, IN THE SOUTHEAST SIDE OF THE
 KW0338'VILLAGE OF DELANO, ON A ROCKY EASTWEST RIDGE.  IT IS ABOUT 92 FEET
 KW0338'WEST OF A PROPOSED ROAD CUT, 29 FEET NORTHWEST OF A 6-INCH PINE
 KW0338'TREE, 36 FEET WEST OF A LARGE BOULDER AND 3-1/2 FEET SOUTH OF THE
 KW0338'NORTH EDGE OF A ROCK LEDGE. THE DISK IS STAMPED DELANO 2 1965.
 KW0338'
 KW0338'REFERENCE MARK 3 IS 15.69 FEET SOUTH OF THE STATION, NEAR THE SOUTH
 KW0338'EDGE OF THE ROCK LEDGE.  THE DISK IS STAMPED DELANO 2 NO 3 1965.
 KW0338'
 KW0338'REFERENCE MARK 4 IS 10.91 FEET WEST OF THE STATION, 75 FEET EAST OF A
 KW0338'HUGE BOULDER AND 2-1/2 FEET SOUTH OF THE NORTH EDGE OF THE ROCK
 KW0338'LEDGE.  THE DISK IS STAMPED DELANO 2 NO 4 1965.
 KW0338'
 KW0338'TO REACH THE STATION FROM THE RAILROAD DEPOT IN DELANO, GO WEST FOR
 KW0338'0.05 MILE TO A SIDEROAD LEFT.  TURN LEFT AND GO SOUTHEAST AND
 KW0338'EAST ON A MACADAM ROAD FOR 0.45 MILE TO A SIDEROAD LEFT (JUST AFTER
 KW0338'CROSSING A SMALL CONCRETE BRIDGE).  TURN LEFT AND GO NORTH FOR
 KW0338'ABOUT 60 FEET.  THIS IS THE END OF TRUCK TRAVEL.  PACK EAST ALONG A
 KW0338'VERY ROCKY RIDGE FOR APPROXIMATELY 100 YARDS TO THE STATION.
 KW0338'
 KW0338'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KW0338
 KW0338                          STATION RECOVERY (1965)
 KW0338
 KW0338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KW0338'0.5 MI SE FROM DELANO.
 KW0338'0.45 MILE SOUTHEAST AND EAST FROM THE DELANO UNION CHURCH TO A
 KW0338'SIDEROAD LEFT, NEAR EAST END OF CONCRETE BRIDGE OVER A RAILROAD.
 KW0338'TURN LEFT, NORTH, FOR ABOUT 65 FEET, THENCE PACK EAST, ALONG A
 KW0338'NARROW, ROCKY RIDGE FOR APPROXIMATELY 100 YARDS TO THE STATION.
 KW0338'IT IS ABOUT 90 FEET WEST OF A ROAD CUT (PROPOSED), 36 FEET WEST
 KW0338'OF A LARGE BOULDER, 29 FEET NORTHWEST OF A 6-INCH PINE TREE AND
 KW0338'3 1/2 FEET SOUTH OF THE NORTH EDGE OF A ROCK LEDGE.
 KW0338
 KW0338                          STATION RECOVERY (2000)
 KW0338
 KW0338'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 KW0338'RECOVERED AS DESCRIBED.  RM 3 AND RM 4 RECOVERED IN GOOD CONDITION.
 KW0338
 KW0338                          STATION RECOVERY (2000)
 KW0338
 KW0338'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (SQ)
 KW0338'RECOVERED IN GOOD CONDITION.
 KW0338
 KW0338                          STATION RECOVERY (2005)
 KW0338
 KW0338'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (PJN)
 KW0338'TO REACH FROM INTERSECTION I-81 EXIT 134 OVER SR 1017 AT SOUTHBOUND
 KW0338'EXIT RAMP PACK 200 FEET NORTHWEST TO TOP OF ROCK OUTCROP. 36 FEET WEST
 KW0338'OF A LARGE BOULDER,29 FEET NORTHWEST OF A 6 INCH PINE TREE, AND 3.5
 KW0338'FEET SOUTH OF THE NORTHE EDGE OF THE ROCK LEDGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0337 ***********************************************************************
 KW0337  DESIGNATION -  DELANO 2 RM 3
 KW0337  PID         -  KW0337
 KW0337  STATE/COUNTY-  PA/SCHUYLKILL
 KW0337  USGS QUAD   -  ORWIGSBURG (1976)
 KW0337
 KW0337                         *CURRENT SURVEY CONTROL
 KW0337  ___________________________________________________________________
 KW0337* NAD 83(1986)-  40 40 09.     (N)    076 04 02.     (W)     SCALED    
 KW0337* NAVD 88     -       507.42   (+/-2cm)    1664.8    (feet)  VERTCON   
 KW0337  ___________________________________________________________________
 KW0337  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KW0337
 KW0337  VERT ORDER  -  THIRD (See Below)
 KW0337
 KW0337.The horizontal coordinates were scaled from a topographic map and have
 KW0337.an estimated accuracy of +/- 6 seconds.
 KW0337
 KW0337.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW0337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW0337.The vertical order pertains to the NGVD 29 superseded value.
 KW0337
 KW0337.The geoid height was determined by GEOID03.
 KW0337
 KW0337;                    North         East    Units  Estimated Accuracy
 KW0337;SPC PA S     -   149,680.      742,270.      MT  (+/- 180 meters Scaled)
 KW0337
 KW0337                          SUPERSEDED SURVEY CONTROL
 KW0337
 KW0337  NGVD 29 (??/??/??)  507.62   (m)         1665.4    (f) RESET       3  
 KW0337
 KW0337.Superseded values are not recommended for survey control.
 KW0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0337.See file dsdata.txt to determine how the superseded data were derived.
 KW0337
 KW0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL097025(NAD 83)
 KW0337_MARKER: DR = REFERENCE MARK DISK
 KW0337_SETTING: 66 = SET IN ROCK OUTCROP
 KW0337_SP_SET: ROCK LEDGE
 KW0337_STAMPING: DELANO 2 NO 3 1965
 KW0337_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW0337+STABILITY: POSITION/ELEVATION WELL
 KW0337_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0337+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2005
 KW0337
 KW0337  HISTORY     - Date     Condition        Report By
 KW0337  HISTORY     - 1965     MONUMENTED       CGS
 KW0337  HISTORY     - 20050418 GOOD             PADT
 KW0337
 KW0337                          STATION DESCRIPTION
 KW0337
 KW0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KW0337'0.5 MI SE FROM DELANO.
 KW0337'0.45 MILE SOUTHEAST AND EAST FROM THE DELANO UNION CHURCH TO A
 KW0337'SIDEROAD LEFT, NEAR EAST END OF A CONCRETE BRIDGE, OVER A RAILROAD.
 KW0337'TURN LEFT, NORTH, FOR ABOUT 65 FEET, THENCE EAST, ALONG A NARROW,
 KW0337'ROCKY RIDGE FOR APPROXIMATELY 100 YARDS TO THE MARK.  IT IS 15.69
 KW0337'FEET SOUTH OF TRIANGULATION STATION DELANO 2, NEAR THE EDGE OF
 KW0337'THE ROCK LEDGE.
 KW0337
 KW0337                          STATION RECOVERY (2005)
 KW0337
 KW0337'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (PJN)
 KW0337'TO REACH FROM INTERSECTION I-81 EXIT 134 OVER SR 1017 AT SOUTHBOUND
 KW0337'EXIT RAMP PACK 200 FEET NORTHWEST TO TOP OF ROCK OUTCROP. 30 FEET
 KW0337'SOUTHWEST OF A LARGE BOULDER,15.69 FEET SOUTH OF THE STATION DELANO 2,
 KW0337'AND UNDER A 6 INCH PINE TREE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0339 ***********************************************************************
 KW0339  DESIGNATION -  DELANO 2 RM 4
 KW0339  PID         -  KW0339
 KW0339  STATE/COUNTY-  PA/SCHUYLKILL
 KW0339  USGS QUAD   -  ORWIGSBURG (1976)
 KW0339
 KW0339                         *CURRENT SURVEY CONTROL
 KW0339  ___________________________________________________________________
 KW0339* NAD 83(1986)-  40 40 09.     (N)    076 04 02.     (W)     SCALED    
 KW0339* NAVD 88     -       507.89   (+/-2cm)    1666.3    (feet)  VERTCON   
 KW0339  ___________________________________________________________________
 KW0339  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KW0339
 KW0339  VERT ORDER  -  THIRD (See Below)
 KW0339
 KW0339.The horizontal coordinates were scaled from a topographic map and have
 KW0339.an estimated accuracy of +/- 6 seconds.
 KW0339
 KW0339.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW0339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW0339.The vertical order pertains to the NGVD 29 superseded value.
 KW0339
 KW0339.The geoid height was determined by GEOID03.
 KW0339
 KW0339;                    North         East    Units  Estimated Accuracy
 KW0339;SPC PA S     -   149,680.      742,270.      MT  (+/- 180 meters Scaled)
 KW0339
 KW0339                          SUPERSEDED SURVEY CONTROL
 KW0339
 KW0339  NGVD 29 (??/??/??)  508.10   (m)         1667.0    (f) RESET       3  
 KW0339
 KW0339.Superseded values are not recommended for survey control.
 KW0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0339.See file dsdata.txt to determine how the superseded data were derived.
 KW0339
 KW0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL097025(NAD 83)
 KW0339_MARKER: DR = REFERENCE MARK DISK
 KW0339_SETTING: 66 = SET IN ROCK OUTCROP
 KW0339_SP_SET: ROCK LEDGE
 KW0339_STAMPING: DELANO 2 NO 4 1965
 KW0339_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW0339+STABILITY: POSITION/ELEVATION WELL
 KW0339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW0339+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2005
 KW0339
 KW0339  HISTORY     - Date     Condition        Report By
 KW0339  HISTORY     - 1965     MONUMENTED       CGS
 KW0339  HISTORY     - 20050418 GOOD             PADT
 KW0339
 KW0339                          STATION DESCRIPTION
 KW0339
 KW0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KW0339'0.5 MI SE FROM DELANO.
 KW0339'ABOUT 0.45 MILE SOUTHEAST AND EAST FROM THE DELANO UNION CHURCH,
 KW0339'TO A SIDEROAD LEFT, NEAR EAST END OF CONCRETE BRIDGE, OVER A
 KW0339'RAILROAD.  TURN LEFT, NORTH, FOR ABOUT 65 FEET, THENCE PACK
 KW0339'EAST, ALONG A NARROW, ROCKY RIDGE, FOR APPROXIMATELY 100 YARDS TO
 KW0339'THE MARK.  IT IS 10.91 FEET WEST OF TRIANGULATION STATION DELANO,
 KW0339'75 FEET EAST OF A HUGE BOULDER AND 2 1/2 FEET SOUTH OF THE NORTH
 KW0339'EDGE OF THE ROCK LEDGE.
 KW0339
 KW0339                          STATION RECOVERY (2005)
 KW0339
 KW0339'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (PJN)
 KW0339'TO REACH FROM INTERSECTION I-81 EXIT 134 OVER SR 1017 AT SOUTHBOUND
 KW0339'EXIT RAMP PACK 200 FEET NORTHWEST TO TOP OF ROCK OUTCROP. 75 FEET WEST
 KW0339'OF A LARGE BOULDER,10.91 FEET WEST OF THE STATION DELANO 2, AND 2.5
 KW0339'FEET SOUTH OF THE NORTHE EDGE OF THE ROCK LEDGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3572 ***********************************************************************
 KV3572  DESIGNATION -  DELAWARE WATER GAP FOREST LOT
 KV3572  PID         -  KV3572
 KV3572  STATE/COUNTY-  PA/MONROE
 KV3572  USGS QUAD   -  STROUDSBURG (1975)
 KV3572
 KV3572                         *CURRENT SURVEY CONTROL
 KV3572  ___________________________________________________________________
 KV3572* NAD 83(1992)-  40 57 35.30386(N)    075 07 43.33095(W)     ADJUSTED  
 KV3572* NAVD 88     -                                                        
 KV3572  ___________________________________________________________________
 KV3572  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 KV3572  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KV3572
 KV3572  HORZ ORDER  -  THIRD
 KV3572
 KV3572.The horizontal coordinates were established by classical geodetic methods
 KV3572.and adjusted by the National Geodetic Survey in June 2002..
 KV3572
 KV3572
 KV3572.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3572
 KV3572.The geoid height was determined by GEOID03.
 KV3572
 KV3572;                    North         East     Units Scale Factor Converg.
 KV3572;SPC PA N     -    91,420.377   820,641.008   MT  0.99998854   +1 44 02.7
 KV3572;SPC PA N     -   299,935.02  2,692,386.37   sFT  0.99998854   +1 44 02.7
 KV3572;SPC PA S     -   183,875.575   820,644.586   MT  0.99999893   +1 42 02.4
 KV3572;SPC PA S     -   603,265.12  2,692,398.11   sFT  0.99999893   +1 42 02.4
 KV3572;SPC NJ       -   236,274.739    97,076.974   MT  0.99993446   -0 24 43.7
 KV3572;SPC NJ       -   775,178.04    318,493.37   sFT  0.99993446   -0 24 43.7
 KV3572;UTM  18      - 4,534,303.206   489,169.303   MT  0.99960144   -0 05 03.7
 KV3572
 KV3572                          SUPERSEDED SURVEY CONTROL
 KV3572
 KV3572  NAD 83(1996)-  40 57 35.30365(N)    075 07 43.33152(W) AD(       ) 4
 KV3572  NAD 83(1986)-  40 57 35.30334(N)    075 07 43.33186(W) AD(       ) 4
 KV3572  NAD 27      -  40 57 34.97400(N)    075 07 44.70000(W) AD(       ) 3
 KV3572
 KV3572.Superseded values are not recommended for survey control.
 KV3572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3572.See file dsdata.txt to determine how the superseded data were derived.
 KV3572
 KV3572_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8916934303(NAD 83)
 KV3572_MARKER: 57 = LOOKOUT TOWER
 KV3572
 KV3572  HISTORY     - Date     Condition        Report By
 KV3572  HISTORY     - 1942     FIRST OBSERVED   CGS
 KV3572  HISTORY     - 1958     GOOD             CGS
 KV3572  HISTORY     - 19960922 MARK NOT FOUND   USPSQD
 KV3572
 KV3572                          STATION DESCRIPTION
 KV3572
 KV3572'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV3572'THE STATION IS THE DELAWARE WATER GAP LOOKOUT TOWER WHICH IS LOCATED
 KV3572'ON THE SOUTHWEST EDGE OF THE DELAWARE WATER GAP, ABOUT 3.5 MILES
 KV3572'SOUTHEAST OF THE TOWN OF STROUDSBURG.  IT IS A FOUR-LEGGED STEEL
 KV3572'STRUCTURE WITH A GLASS ENCLOSED CAB ON TOP, AN OVER ALL HEIGHT OF
 KV3572'ABOUT 40 FEET.  IT IS OWNED BY AND OPERATED BY THE PENNSYLVANIA
 KV3572'DEPARTMENT OF CONSERVATION.  THE APEX OF THE ROOF WAS THE POINT
 KV3572'OBSERVED UPON.
 KV3572
 KV3572                          STATION RECOVERY (1958)
 KV3572
 KV3572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JMR)
 KV3572'STATION IS LOCATED ON PENNSYLVANIA STATE PROPERTY, AT THE EAST END OF
 KV3572'KITTATINNY MOUNTAIN, NEAR THE STROUDSBURG, AIRWAY BEACON 22B AND IS
 KV3572'ABOUT 3 MILES SOUTH OF THE OLD MINSI PAPER MILL, 1/2 MILE WEST OF THE
 KV3572'DELAWARE RIVER, 1-1/2 MILES SOUTH OF DELAWARE WATER GAP.  IT IS
 KV3572'A 4-STEEL COLUMN STRUCTURE WITH A SQUARE LOOKOUT HOUSE MOUNTED ON THE
 KV3572'TOP.  THE LOOKOUT HOUSE IS ENCLOSED WITH WINDOWS ON ALL SIDES.
 KV3572'THE TOWER IS ABOUT 50 FEET IN HEIGHT AND IS ORANGE IN COLOR.  A
 KV3572'TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION MT. MINSI TO,
 KV3572'THE CENTER OF THE LOOKOUT TOWER.  THE DISTANCE AND DIRECTION WAS
 KV3572'FOUND TO BE NE 71.21 FEET AND 21.706 METERS.
 KV3572
 KV3572                          STATION RECOVERY (1996)
 KV3572
 KV3572'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV3572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1900 ***********************************************************************
 LZ1900  DESIGNATION -  DELAY
 LZ1900  PID         -  LZ1900
 LZ1900  STATE/COUNTY-  PA/COLUMBIA
 LZ1900  USGS QUAD   -  MIFFLINVILLE (1989)
 LZ1900
 LZ1900                         *CURRENT SURVEY CONTROL
 LZ1900  ___________________________________________________________________
 LZ1900* NAD 83(1992)-  41 03 47.50866(N)    076 21 42.74923(W)     ADJUSTED  
 LZ1900* NAVD 88     -       336.2    (meters)    1103.     (feet)  VERTCON   
 LZ1900  ___________________________________________________________________
 LZ1900  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 LZ1900  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LZ1900
 LZ1900  HORZ ORDER  -  FIRST
 LZ1900
 LZ1900.The horizontal coordinates were established by classical geodetic methods
 LZ1900.and adjusted by the National Geodetic Survey in June 2002..
 LZ1900
 LZ1900.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1900
 LZ1900.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1900
 LZ1900.The geoid height was determined by GEOID03.
 LZ1900
 LZ1900;                    North         East     Units Scale Factor Converg.
 LZ1900;SPC PA N     -   100,497.890   716,670.734   MT  0.99997584   +0 55 05.9
 LZ1900;SPC PA N     -   329,716.83  2,351,277.23   sFT  0.99997584   +0 55 05.9
 LZ1900;SPC PA S     -   192,999.700   716,675.680   MT  1.00001660   +0 54 02.2
 LZ1900;SPC PA S     -   633,199.85  2,351,293.46   sFT  1.00001660   +0 54 02.2
 LZ1900;UTM  18      - 4,546,665.966   385,572.216   MT  0.99976115   -0 53 40.9
 LZ1900
 LZ1900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1900!SPC PA N     -   0.99995237  x   0.99997584  =   0.99992821
 LZ1900!SPC PA S     -   0.99995237  x   1.00001660  =   0.99996897
 LZ1900!UTM  18      -   0.99995237  x   0.99976115  =   0.99971353
 LZ1900
 LZ1900|---------------------------------------------------------------------|
 LZ1900| PID    Reference Object                     Distance      Geod. Az  |
 LZ1900|                                                           dddmmss.s |
 LZ1900| CB3964 DELAY RM 1                           61.450 METERS 00338     |
 LZ1900| CB3963 DELAY AZ MK                                        1322636.5 |
 LZ1900| LZ1904 BLOOMSBURG RAD STA WCNR TOWER       APPROX. 6.8 KM 2261609.8 |
 LZ1900| KW2999 BLOOMSBURG MAGEE CARPET STACK       APPROX.11.2 KM 2272844.3 |
 LZ1900| KW2998 BLOOMSBURG MAGEE CARPET TANK        APPROX.11.3 KM 2274252.1 |
 LZ1900| KW3001 BLOOMSBURG RAD STA WHLM S MAST      APPROX.13.0 KM 2334049.9 |
 LZ1900| KW3000 BLOOMSBURG RAD STA WHLM N MAST      APPROX.13.1 KM 2353813.3 |
 LZ1900| KW3003 BLOOMSBURG RAD STA WHLM W MAST      APPROX.13.6 KM 2362618.9 |
 LZ1900| KW3144 BROPPS                              APPROX.19.4 KM 2440817.7 |
 LZ1900| CB3965 DELAY RM 2                           70.120 METERS 27059     |
 LZ1900|---------------------------------------------------------------------|
 LZ1900
 LZ1900                          SUPERSEDED SURVEY CONTROL
 LZ1900
 LZ1900  NAD 83(1986)-  41 03 47.50812(N)    076 21 42.74793(W) AD(       ) 1
 LZ1900  NAD 27      -  41 03 47.19500(N)    076 21 43.97600(W) AD(       ) 1
 LZ1900  NGVD 29 (07/19/86)  336.4    (m)         1104.     (f) VERT ANG       
 LZ1900
 LZ1900.Superseded values are not recommended for survey control.
 LZ1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1900.See file dsdata.txt to determine how the superseded data were derived.
 LZ1900
 LZ1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL8557246666(NAD 83)
 LZ1900_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1900
 LZ1900  HISTORY     - Date     Condition        Report By
 LZ1900  HISTORY     - 1934     MONUMENTED       CGS
 LZ1900  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LZ1900  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LZ1900  HISTORY     - 1973     SEE DESCRIPTION  NGS
 LZ1900  HISTORY     - 1979     GOOD             NGS
 LZ1900
 LZ1900                          STATION DESCRIPTION
 LZ1900
 LZ1900'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 LZ1900'STATION IS LOCATED 6 MILES W OF BERWICK ON THE PROPERTY OF MR.
 LZ1900'EVERETT DELAY.  IT IS ON THE SECOND RIDGE N OF THE SUSQUEHANNA
 LZ1900'RIVER AND ON THE HIGHEST PART OF THE RIDGE.  IT IS 1.35 METERS (4.4
 LZ1900'FEET) E OF A N-S FENCE LINE, DIVIDING THE PROPERTY OF MR. DELAY
 LZ1900'AND MR. CHAS. HARTMAN, 3 METERS (10 FEET) W OF THE W SIDE OF A
 LZ1900'CULTIVATED FIELD, 70 METERS ( (230 FEET) S OF THE S SIDE OF A WOOD
 LZ1900'LOT, AND 70 METERS (230 FEET) E OF THE SE CORNER OF OFFSET TO WOODS.
 LZ1900'
 LZ1900'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LZ1900'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 LZ1900'
 LZ1900'REFERENCE MARK NO. 1 IS 61.454 METERS N OF STATION AT S SIDE OF
 LZ1900'WOODS.  IT IS 2 METERS (7 FEET) N OF CULTIVATED FIELD, AND 13.15
 LZ1900'METERS (43.1 FEET) E OF FENCE LINE.
 LZ1900'
 LZ1900'REFERENCE MARK NO. 2 IS 70.796 METERS W OF STATION AT THE SE CORNER
 LZ1900'OF WOODS.
 LZ1900'
 LZ1900'AZIMUTH MARK IS 0.5 MILE SE OF THE STATION IN THE YARD OF THE CENTER
 LZ1900'CONSOLIDATED SCHOOL.  IT IS 15 METERS (49 FEET) E OF PINCHOT ROAD
 LZ1900'AND 15 METERS (49 FEET) S OF SCHOOL EMBEDDED IN CONCRETE BLOCK
 LZ1900'SUPPORTING SEE-SAWS.
 LZ1900'
 LZ1900'TO REACH FROM BERWICK, AT JUNCTION OF ROUTES 11 AND 93, GO NW ON 93
 LZ1900'FOR 6.7 MILES TO A T ROAD ON THE LEFT.  TURN LEFT AND GO 0.7 MILE
 LZ1900'TO A T ROAD ON THE RIGHT.  HERE TURN RIGHT AND GO 0.3 MILE TO DELAY
 LZ1900'HOUSE.  TURN LEFT AND FOLLOW DOWN THROUGH THE ORCHARD AND TO THE
 LZ1900'TOP OF THE RIDGE.  THEN GO W ALONG RIDGE 0.15 MILE TO STATION.
 LZ1900'
 LZ1900'HEIGHT OF LIGHT ABOVE STATION MARK - 12 METERS.
 LZ1900
 LZ1900                          STATION RECOVERY (1958)
 LZ1900
 LZ1900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ1900'STATION MARK, REFERENCE NO. 1, REFERENCE MARK NO. 2 AND THE AZIMUTH
 LZ1900'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 LZ1900'
 LZ1900'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LZ1900'
 LZ1900'STATION IS APPROXIMATELY 6.0 MILES WEST OF BERWICK, ON THE SECOND
 LZ1900'RIDGE NORTH OF THE SUSQUEHANNA RIVER, ON THE HIGHEST POINT OF RIDGE
 LZ1900'AND ON PROPERTY OWNED BY MR. RALPH KISHBACK.
 LZ1900'
 LZ1900'TO REACH FROM THE JUNCTION OF STATE ROUTE 42 AND U.S. HIGHWAY 11 IN
 LZ1900'BLOOMSBURG, GO EAST ON U.S. HIGHWAY 11 FOR 5.9 MILES TO CROSSROAD
 LZ1900'(JUST AFTER PASSING A STONE QUARRY ON THE LEFT), TURN LEFT AND FOLLOW
 LZ1900'BLACKTOP ROAD FOR 1.95 MILES TO A SIDE ROAD ON THE RIGHT, TURN
 LZ1900'RIGHT AND NORTHERLY ON BLACKTOP ROAD FOR 0.35 MILE TO THE CENTER
 LZ1900'CONSOLIDATED SCHOOL AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 LZ1900'NORTHERLY ON BLACKTOP ROAD FOR 0.3 MILE TO A T-INTERSECTION, TURN
 LZ1900'RIGHT AND GO 0.05 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO
 LZ1900'0.7 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO 0.3 MILE TO A
 LZ1900'FARM ROAD ON THE LEFT, TURN LEFT ON FARM ROAD AND GO 0.4 MILE TO TOP
 LZ1900'OF RIDGE, TURN RIGHT UP RIDGE AND GO APPROXIMATELY 0.15
 LZ1900'MILE THROUGH CULTIVATED FIELD TO TOP OF HILL AND THE STATION.
 LZ1900'
 LZ1900'STATION MARK, A STANDARD DISK STAMPED DELAY 1934, IS SET IN A SQUARE
 LZ1900'CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 10 FEET WEST OF THE
 LZ1900'WEST SIDE OF CULTIVATED FIELD, 230 FEET SOUTH OF THE SOUTH SIDE OF A
 LZ1900'WOOD LOT AND 230 FEET EAST OF THE SOUTHEAST CORNER OF OFFSET TO
 LZ1900'WOODS.  (NOTE 1A7A)
 LZ1900'
 LZ1900'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DELAY NO 1 1934, IS SET
 LZ1900'IN A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES. IT IS 7 FEET NORTH
 LZ1900'OF THE CULTIVATED FIELD AND NEAR THE NORTHWEST CORNER OF THE
 LZ1900'CULTIVATED FIELD.  (NOTE 11A)
 LZ1900'
 LZ1900'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DELAY NO 2 1934, IS SET
 LZ1900'IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 LZ1900'NEAR THE SOUTHEAST CORNER OF WOODS AND IS APPROXIMATELY 5 FEET LOWER
 LZ1900'IN ELEVATION THAN THE STATION.  (NOTE 11A)
 LZ1900'
 LZ1900'AZIMUTH MARK, A STANDARD DISK STAMPED DELAY 1934, IS CEMENTED IN A
 LZ1900'DRILL HOLE IN A CONCRETE BLOCK SUPPORTING SEE-SAWS.  IT IS 62 FEET
 LZ1900'EAST OF THE CENTER OF BLACKTOP ROAD AND 56 FEET SOUTH OF THE
 LZ1900'SOUTHWEST CORNER OF SCHOOL.
 LZ1900
 LZ1900                          STATION RECOVERY (1958)
 LZ1900
 LZ1900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CGS)
 LZ1900'STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 LZ1900'CONDITION.  THE 1934 DESCRIPTION OF THE STATION AND OF HOW TO REACH
 LZ1900'THE STATION WAS FOUND TO BE ADEQUATE.
 LZ1900'
 LZ1900'OBSERVATIONS AND MEASUREMENTS WERE MADE TO THE MARKS.  ONE ERROR WAS
 LZ1900'NOTED.  REFERENCE MARK NUMBER 2 WAS FOUND TO BE WEST FROM THE
 LZ1900'STATION MARK INSTEAD OF EAST.  ALL OTHER MEASUREMENTS AND
 LZ1900'OBSERVATIONS WERE FOUND TO BE ADEQUATE.
 LZ1900
 LZ1900                          STATION RECOVERY (1973)
 LZ1900
 LZ1900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 LZ1900'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 LZ1900'AS DESCRIBED.  THIS STATION WAS RECOVERED IN CONJUNCTION WITH
 LZ1900'THE GEOCEIVER SITES THEREFORE IT WAS NOT OCCUPIED AT THIS DATE.
 LZ1900'
 LZ1900'AIRLINE DISTANCE AND DIRECTIONS FROM NEAREST TOWN-SW OF BERWICK
 LZ1900
 LZ1900                          STATION RECOVERY (1979)
 LZ1900
 LZ1900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RGP)
 LZ1900'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 LZ1900'AS PREVIOUSLY DESCRIBED.  THE AZIMUTH MARK WAS IN DANGER OF BEING
 LZ1900'DESTROYED BY THE REMOVAL OF THE SCHOOL PLAY GROUND ARTICLES.  THE
 LZ1900'POINT WAS LOWERED IN ITS EXACT ORIGINAL POSITION AND A NEW AZIMUTH
 LZ1900'DISK SET.
 LZ1900'
 LZ1900'FOLLOWING IS ADDITIONAL INFORMATION ON THE AZIMUTH MARK.
 LZ1900'
 LZ1900'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DELAY 1934 1979, SET IN
 LZ1900'THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 LZ1900'SURFACE.  IT IS 59.5 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE OLD
 LZ1900'NORTH CENTRAL SCHOOL BUILDING, 55.5 FEET SOUTHEAST OF THE SOUTHWEST
 LZ1900'CORNER, 33 FEET EAST OF A 36-INCH MAPLE TREE AND 65 FEET EAST OF THE
 LZ1900'CENTER OF SCHOOL ROAD.
 LZ1900'
 LZ1900'THE AZIMUTH MARK IS NO LONGER VISIBLE FROM THE GROUND AT THE STATION,
 LZ1900'THERE ARE SEVERAL LARGE TREES ON LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1052 ***********************************************************************
 MA1052  DESIGNATION -  DELL
 MA1052  PID         -  MA1052
 MA1052  STATE/COUNTY-  PA/JEFFERSON
 MA1052  USGS QUAD   -  CORSICA (1987)
 MA1052
 MA1052                         *CURRENT SURVEY CONTROL
 MA1052  ___________________________________________________________________
 MA1052* NAD 83(1992)-  41 11 03.83573(N)    079 09 57.07923(W)     ADJUSTED  
 MA1052* NAVD 88     -       529.786  (meters)    1738.14   (feet)  ADJUSTED  
 MA1052  ___________________________________________________________________
 MA1052  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 MA1052  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 MA1052  DYNAMIC HT  -         529.537 (meters)    1737.32  (feet)  COMP
 MA1052  MODELED GRAV-     980,137.1   (mgal)                       NAVD 88
 MA1052
 MA1052  HORZ ORDER  -  SECOND
 MA1052  VERT ORDER  -  SECOND    CLASS 0
 MA1052
 MA1052.The horizontal coordinates were established by classical geodetic methods
 MA1052.and adjusted by the National Geodetic Survey in June 2002..
 MA1052
 MA1052.The orthometric height was determined by differential leveling
 MA1052.and adjusted by the National Geodetic Survey in June 1991..
 MA1052
 MA1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1052
 MA1052.The geoid height was determined by GEOID03.
 MA1052
 MA1052.The dynamic height is computed by dividing the NAVD 88
 MA1052.geopotential number by the normal gravity value computed on the
 MA1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1052.degrees latitude (g = 980.6199 gals.).
 MA1052
 MA1052.The modeled gravity was interpolated from observed gravity values.
 MA1052
 MA1052;                    North         East     Units Scale Factor Converg.
 MA1052;SPC PA N     -   113,993.659   481,218.803   MT  0.99996507   -0 56 11.9
 MA1052;SPC PA N     -   373,994.20  1,578,798.69   sFT  0.99996507   -0 56 11.9
 MA1052;SPC PA S     -   206,495.600   481,209.524   MT  1.00004148   -0 55 07.0
 MA1052;SPC PA S     -   677,477.65  1,578,768.25   sFT  1.00004148   -0 55 07.0
 MA1052;UTM  17      - 4,560,848.992   653,827.209   MT  0.99989123   +1 12 28.8
 MA1052
 MA1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1052!SPC PA N     -   0.99992202  x   0.99996507  =   0.99988709
 MA1052!SPC PA S     -   0.99992202  x   1.00004148  =   0.99996349
 MA1052!UTM  17      -   0.99992202  x   0.99989123  =   0.99981325
 MA1052
 MA1052|---------------------------------------------------------------------|
 MA1052| PID    Reference Object                     Distance      Geod. Az  |
 MA1052|                                                           dddmmss.s |
 MA1052| MA1054 DELL RM 1                            13.333 METERS 01546     |
 MA1052| MA1913 ROSE                                APPROX. 5.5 KM 0842922.6 |
 MA1052| MA1053 DELL RM 2                            12.366 METERS 11958     |
 MA1052|---------------------------------------------------------------------|
 MA1052
 MA1052                          SUPERSEDED SURVEY CONTROL
 MA1052
 MA1052  NAD 83(1986)-  41 11 03.83733(N)    079 09 57.08229(W) AD(       ) 2
 MA1052  NAD 27      -  41 11 03.60420(N)    079 09 57.94230(W) AD(       ) 2
 MA1052  NGVD 29 (??/??/92)  529.932  (m)         1738.62   (f) ADJ UNCH    2 0
 MA1052
 MA1052.Superseded values are not recommended for survey control.
 MA1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1052.See file dsdata.txt to determine how the superseded data were derived.
 MA1052
 MA1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF5382760849(NAD 83)
 MA1052_MARKER: DS = TRIANGULATION STATION DISK
 MA1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1052_STAMPING: DELL 1958
 MA1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1052+STABILITY: SURFACE MOTION
 MA1052
 MA1052  HISTORY     - Date     Condition        Report By
 MA1052  HISTORY     - 1958     MONUMENTED       CGS
 MA1052  HISTORY     - 1958     GOOD             CGS
 MA1052
 MA1052                          STATION DESCRIPTION
 MA1052
 MA1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 MA1052'STATION IS LOCATED ABOUT 300 FEET NORTH OF THE HIGHEST POINT OF A
 MA1052'HIGH RIDGE, ABOUT 2-1/2 MILES EAST OF CORSICA, 1-1/2 MILES
 MA1052'NORTHWEST OF BROOKVILLE, APPROXIMATELY 0.6 MILES NORTH OF U.S.
 MA1052'HIGHWAY 322.
 MA1052'
 MA1052'REACHED FROM THE POST OFFICE IN CORSICA BY GOING EAST, ON HIGHWAY 322
 MA1052'FOR 2.0 MILES, TURN LEFT AND FOLLOW A ROCKY ROAD, NORTH FOR 0.2
 MA1052'MILE, CONTINUE STRAIGHT AHEAD, NORTH, ON A GRAVELED ROAD FOR 0.4
 MA1052'MILE, STATION MARK ON THE RIGHT.
 MA1052'
 MA1052'STATION MARK IS A STANDARD DISK, STAMPED DELL 1958, SET IN THE TOP OF
 MA1052'A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 46
 MA1052'FEET EAST OF THE GRAVELED ROAD.  A 4 INCH X 4 INCH WHITE WITNESS POST
 MA1052'WAS SET 4 1/2 FEET EAST OF THE MARK.
 MA1052'
 MA1052'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED DELL NO 1 1958,
 MA1052'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 MA1052'THE GROUND.  IT IS 73 FEET EAST OF THE GRAVELED ROAD, 40 FEET
 MA1052'NORTH-NORTHEAST OF THE WHITE WITNESS POST.
 MA1052'
 MA1052'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED DELL NO 2 1958,
 MA1052'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 MA1052'THE GROUND.  IT IS 62 FEET EAST OF THE GRAVELED ROAD, 38 FEET
 MA1052'SOUTHEAST OF THE WHITE WITNESS POST.
 MA1052
 MA1052                          STATION RECOVERY (1958)
 MA1052
 MA1052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 MA1052'2.2 MI E FROM CORSICA.
 MA1052'ABOUT 0.55 MILE NORTHEAST ALONG STATE HIGHWAY 949 FROM THE POST
 MA1052'OFFICE AT CORSICA, THENCE EASTERLY ON A GRAVELED ROAD FOR 1.55
 MA1052'MILES, THENCE SOUTH 0.15 MILE.  IT IS 300 FEET NORTH OF THE
 MA1052'HIGHEST PART OF THE RIDGE, 4 FEET EAST OF THE WITNESS POST AND
 MA1052'46 FEET EAST OF THE ROAD.  A TRIANGULATION STATION DISK IN THE
 MA1052'TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1054 ***********************************************************************
 MA1054  DESIGNATION -  DELL RM 1
 MA1054  PID         -  MA1054
 MA1054  STATE/COUNTY-  PA/JEFFERSON
 MA1054  USGS QUAD   -  CORSICA (1987)
 MA1054
 MA1054                         *CURRENT SURVEY CONTROL
 MA1054  ___________________________________________________________________
 MA1054* NAD 83(1986)-  41 11 03.     (N)    079 09 56.     (W)     SCALED    
 MA1054* NAVD 88     -       529.289  (meters)    1736.51   (feet)  ADJUSTED  
 MA1054  ___________________________________________________________________
 MA1054  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 MA1054  DYNAMIC HT  -         529.041 (meters)    1735.70  (feet)  COMP
 MA1054  MODELED GRAV-     980,137.1   (mgal)                       NAVD 88
 MA1054
 MA1054  VERT ORDER  -  SECOND    CLASS 0
 MA1054
 MA1054.The horizontal coordinates were scaled from a topographic map and have
 MA1054.an estimated accuracy of +/- 6 seconds.
 MA1054
 MA1054.The orthometric height was determined by differential leveling
 MA1054.and adjusted by the National Geodetic Survey in June 1991..
 MA1054
 MA1054.The geoid height was determined by GEOID03.
 MA1054
 MA1054.The dynamic height is computed by dividing the NAVD 88
 MA1054.geopotential number by the normal gravity value computed on the
 MA1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1054.degrees latitude (g = 980.6199 gals.).
 MA1054
 MA1054.The modeled gravity was interpolated from observed gravity values.
 MA1054
 MA1054;                    North         East    Units  Estimated Accuracy
 MA1054;SPC PA N     -   113,970.      481,240.      MT  (+/- 180 meters Scaled)
 MA1054
 MA1054                          SUPERSEDED SURVEY CONTROL
 MA1054
 MA1054  NGVD 29 (??/??/92)  529.436  (m)         1736.99   (f) ADJ UNCH    2 0
 MA1054
 MA1054.Superseded values are not recommended for survey control.
 MA1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1054.See file dsdata.txt to determine how the superseded data were derived.
 MA1054
 MA1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF538608(NAD 83)
 MA1054_MARKER: DR = REFERENCE MARK DISK
 MA1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1054_STAMPING: DELL NO 1 1958
 MA1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1054+STABILITY: SURFACE MOTION
 MA1054
 MA1054  HISTORY     - Date     Condition        Report By
 MA1054  HISTORY     - 1958     MONUMENTED       CGS
 MA1054
 MA1054                          STATION DESCRIPTION
 MA1054
 MA1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA1054'2.2 MI E FROM CORSICA.
 MA1054'ABOUT 0.55 MILE NORTHEAST ALONG STATE HIGHWAY 949 FROM THE POST
 MA1054'OFFICE AT CORSICA, THENCE EASTERLY ON A GRAVELED ROAD FOR 1.55
 MA1054'MILES, THENCE SOUTH 0.15 MILE.  IT IS 300 FEET NORTH OF THE
 MA1054'HIGHEST PART OF THE RIDGE, 40 FEET NORTH-NORTHEAST OF THE
 MA1054'WITNESS POST, 73 FEET EAST OF THE ROAD.  A TRIANGULATION STATION
 MA1054'REFERENCE DISK IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 MA1054'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1053 ***********************************************************************
 MA1053  DESIGNATION -  DELL RM 2
 MA1053  PID         -  MA1053
 MA1053  STATE/COUNTY-  PA/JEFFERSON
 MA1053  USGS QUAD   -  CORSICA (1987)
 MA1053
 MA1053                         *CURRENT SURVEY CONTROL
 MA1053  ___________________________________________________________________
 MA1053* NAD 83(1986)-  41 11 03.     (N)    079 09 56.     (W)     SCALED    
 MA1053* NAVD 88     -       530.534  (meters)    1740.59   (feet)  ADJUSTED  
 MA1053  ___________________________________________________________________
 MA1053  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 MA1053  DYNAMIC HT  -         530.285 (meters)    1739.78  (feet)  COMP
 MA1053  MODELED GRAV-     980,137.1   (mgal)                       NAVD 88
 MA1053
 MA1053  VERT ORDER  -  SECOND    CLASS 0
 MA1053
 MA1053.The horizontal coordinates were scaled from a topographic map and have
 MA1053.an estimated accuracy of +/- 6 seconds.
 MA1053
 MA1053.The orthometric height was determined by differential leveling
 MA1053.and adjusted by the National Geodetic Survey in June 1991..
 MA1053
 MA1053.The geoid height was determined by GEOID03.
 MA1053
 MA1053.The dynamic height is computed by dividing the NAVD 88
 MA1053.geopotential number by the normal gravity value computed on the
 MA1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1053.degrees latitude (g = 980.6199 gals.).
 MA1053
 MA1053.The modeled gravity was interpolated from observed gravity values.
 MA1053
 MA1053;                    North         East    Units  Estimated Accuracy
 MA1053;SPC PA N     -   113,970.      481,240.      MT  (+/- 180 meters Scaled)
 MA1053
 MA1053                          SUPERSEDED SURVEY CONTROL
 MA1053
 MA1053  NGVD 29 (??/??/92)  530.681  (m)         1741.08   (f) ADJ UNCH    2 0
 MA1053
 MA1053.Superseded values are not recommended for survey control.
 MA1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1053.See file dsdata.txt to determine how the superseded data were derived.
 MA1053
 MA1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF538608(NAD 83)
 MA1053_MARKER: DR = REFERENCE MARK DISK
 MA1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1053_STAMPING: DELL NO 2 1958
 MA1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1053+STABILITY: SURFACE MOTION
 MA1053
 MA1053  HISTORY     - Date     Condition        Report By
 MA1053  HISTORY     - 1958     MONUMENTED       CGS
 MA1053
 MA1053                          STATION DESCRIPTION
 MA1053
 MA1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA1053'2.2 MI E FROM CORSICA.
 MA1053'ABOUT 0.55 MILE NORTHEAST ALONG STATE HIGHWAY 949 FROM THE POST
 MA1053'OFFICE AT CORSICA, THENCE EASTERLY ON A GRAVELED ROAD FOR 1.55
 MA1053'MILES, THENCE SOUTH 0.15 MILE.  IT IS 300 FEET NORTH OF THE
 MA1053'HIGHEST PART OF THE RIDGE, 38 FEET SOUTHEAST OF THE WITNESS POST
 MA1053'AND 62 FEET EAST OF THE ROAD.  A TRIANGULATION STATION REFERENCE
 MA1053'MARK IN THE TOP OF A 12-INCH CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1530 ***********************************************************************
 KV1530  DESIGNATION -  DELTA TAU DELTA LAFCOL
 KV1530  PID         -  KV1530
 KV1530  STATE/COUNTY-  PA/NORTHAMPTON
 KV1530  USGS QUAD   -  EASTON (1994)
 KV1530
 KV1530                         *CURRENT SURVEY CONTROL
 KV1530  ___________________________________________________________________
 KV1530* NAD 83(1986)-  40 41 48.     (N)    075 12 32.     (W)     SCALED    
 KV1530* NAVD 88     -       103.718  (meters)     340.28   (feet)  ADJUSTED  
 KV1530  ___________________________________________________________________
 KV1530  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KV1530  DYNAMIC HT  -         103.669 (meters)     340.12  (feet)  COMP
 KV1530  MODELED GRAV-     980,159.2   (mgal)                       NAVD 88
 KV1530
 KV1530  VERT ORDER  -  SECOND    CLASS 0
 KV1530
 KV1530.The horizontal coordinates were scaled from a topographic map and have
 KV1530.an estimated accuracy of +/- 6 seconds.
 KV1530
 KV1530.The orthometric height was determined by differential leveling
 KV1530.and adjusted by the National Geodetic Survey in June 1991..
 KV1530
 KV1530.The geoid height was determined by GEOID03.
 KV1530
 KV1530.The dynamic height is computed by dividing the NAVD 88
 KV1530.geopotential number by the normal gravity value computed on the
 KV1530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1530.degrees latitude (g = 980.6199 gals.).
 KV1530
 KV1530.The modeled gravity was interpolated from observed gravity values.
 KV1530
 KV1530;                    North         East    Units  Estimated Accuracy
 KV1530;SPC PA S     -   154,470.      814,740.      MT  (+/- 180 meters Scaled)
 KV1530
 KV1530                          SUPERSEDED SURVEY CONTROL
 KV1530
 KV1530  NGVD 29 (??/??/??)  103.950  (m)          341.04   (f) ADJUSTED    2 0
 KV1530
 KV1530.Superseded values are not recommended for survey control.
 KV1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1530.See file dsdata.txt to determine how the superseded data were derived.
 KV1530
 KV1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL823051(NAD 83)
 KV1530_MARKER: DS = TRIANGULATION STATION DISK
 KV1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1530+STABILITY: SURFACE MOTION
 KV1530
 KV1530  HISTORY     - Date     Condition        Report By
 KV1530  HISTORY     - 1935     MONUMENTED       LAFCO
 KV1530  HISTORY     - 1935     GOOD             CGS
 KV1530  HISTORY     - 20020105 MARK NOT FOUND   USPSQD
 KV1530
 KV1530                          STATION DESCRIPTION
 KV1530
 KV1530'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1530'AT EASTON.
 KV1530'AT EASTON, NORTHAMPTON COUNTY, ON THE LAFEYETTE COLLEGE CAMPUS,
 KV1530'43.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE DELTA TAU DELTA
 KV1530'FRATERNITY HOUSE, AND 23 FEET SOUTHEAST OF THE SOUTHEAST EDGE
 KV1530'OF SULLIVANS LANE.  A LAFEYETTE COLLEGE STANDARD TRIANGULATION-STATION
 KV1530'DISK, SET IN THE TOP OF A CONCRETE POST.
 KV1530
 KV1530                          STATION RECOVERY (2002)
 KV1530
 KV1530'RECOVERY NOTE BY US POWER SQUADRON 2002 (MAM)
 KV1530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0120 ***********************************************************************
 JW0120  DESIGNATION -  DENEEN
 JW0120  PID         -  JW0120
 JW0120  STATE/COUNTY-  PA/FULTON
 JW0120  USGS QUAD   -  AMARANTH (1994)
 JW0120
 JW0120                         *CURRENT SURVEY CONTROL
 JW0120  ___________________________________________________________________
 JW0120* NAD 83(1992)-  39 48 01.14423(N)    078 15 04.84906(W)     ADJUSTED  
 JW0120* NAVD 88     -       234.638  (meters)     769.81   (feet)  ADJUSTED  
 JW0120  ___________________________________________________________________
 JW0120  LAPLACE CORR-          -5.12  (seconds)                    DEFLEC99
 JW0120  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 JW0120  DYNAMIC HT  -         234.498 (meters)     769.35  (feet)  COMP
 JW0120  MODELED GRAV-     980,026.6   (mgal)                       NAVD 88
 JW0120
 JW0120  HORZ ORDER  -  SECOND
 JW0120  VERT ORDER  -  SECOND    CLASS 0
 JW0120
 JW0120.The horizontal coordinates were established by classical geodetic methods
 JW0120.and adjusted by the National Geodetic Survey in June 2002..
 JW0120
 JW0120.The orthometric height was determined by differential leveling
 JW0120.and adjusted by the National Geodetic Survey in June 1991..
 JW0120
 JW0120.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW0120
 JW0120.The geoid height was determined by GEOID03.
 JW0120
 JW0120.The dynamic height is computed by dividing the NAVD 88
 JW0120.geopotential number by the normal gravity value computed on the
 JW0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0120.degrees latitude (g = 980.6199 gals.).
 JW0120
 JW0120.The modeled gravity was interpolated from observed gravity values.
 JW0120
 JW0120;                    North         East     Units Scale Factor Converg.
 JW0120;SPC PA S     -    51,973.610   557,062.830   MT  1.00002346   -0 19 31.0
 JW0120;SPC PA S     -   170,516.75  1,827,630.30   sFT  1.00002346   -0 19 31.0
 JW0120;UTM  17      - 4,409,209.528   735,322.665   MT  1.00028181   +1 45 36.9
 JW0120
 JW0120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW0120!SPC PA S     -   0.99996847  x   1.00002346  =   0.99999193
 JW0120!UTM  17      -   0.99996847  x   1.00028181  =   1.00025028
 JW0120
 JW0120|---------------------------------------------------------------------|
 JW0120| PID    Reference Object                     Distance      Geod. Az  |
 JW0120|                                                           dddmmss.s |
 JW0120| JW0119 DENEEN RM 1                           5.715 METERS 10031     |
 JW0120| JW0122 DENEEN AZ MK                                       2631717.2 |
 JW0120| JW1409 HILL                                APPROX. 4.9 KM 2792815.1 |
 JW0120| JW0121 DENEEN RM 2                           5.636 METERS 29424     |
 JW0120|---------------------------------------------------------------------|
 JW0120
 JW0120                          SUPERSEDED SURVEY CONTROL
 JW0120
 JW0120  NAD 83(1995)-  39 48 01.14630(N)    078 15 04.84857(W) AD(       ) 2
 JW0120  NAD 83(1991)-  39 48 01.14679(N)    078 15 04.84779(W) AD(       ) 2
 JW0120  NAD 83(1986)-  39 48 01.14728(N)    078 15 04.85122(W) AD(       ) 2
 JW0120  NAD 27      -  39 48 00.82900(N)    078 15 05.81030(W) AD(       ) 2
 JW0120  NGVD 29 (??/??/92)  234.820  (m)          770.41   (f) ADJ UNCH    2 0
 JW0120
 JW0120.Superseded values are not recommended for survey control.
 JW0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0120.See file dsdata.txt to determine how the superseded data were derived.
 JW0120
 JW0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE3532309210(NAD 83)
 JW0120_MARKER: DD = SURVEY DISK
 JW0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0120_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JW0120_STAMPING: DENEEN 1960
 JW0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0120
 JW0120  HISTORY     - Date     Condition        Report By
 JW0120  HISTORY     - 1960     MONUMENTED       CGS
 JW0120  HISTORY     - 1967     GOOD             USGS
 JW0120
 JW0120                          STATION DESCRIPTION
 JW0120
 JW0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 JW0120'THE STATION IS LOCATED ON STATE HIGHWAY 126 ABOUT 15-1/2 MILES SOUTH
 JW0120'OF THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY
 JW0120'126 IN BREEZEWOOD, 0.10 MILE EAST OF STATE HIGHWAY 126 AND ON
 JW0120'PROPERTY OF THE STATE HIGHWAY DEPARTMENT.
 JW0120'
 JW0120'TO REACH THE STATION FROM THE POST OFFICE IN WARFORDSBURG, GO NORTH
 JW0120'ON STATE HIGHWAY 126 FOR 3.87 MILES TO A Y-INTERSECTION.
 JW0120'KEEP RIGHT ON STATE HIGHWAY 126 FOR 2.55 MILES TO A PAVED SIDE ROAD
 JW0120'LEFT, JUST BEFORE REACHING A SMALL CONCRETE BRIDGE.
 JW0120'CONTINUE NORTH ON STATE HIGHWAY 126 FOR 0.45 MILE TO THE AZIMUTH
 JW0120'MARK AND A STANDARD METAL WITNESS POST ON THE LEFT.
 JW0120'CONTINUE ON STATE HIGHWAY 126 FOR 0.13 MILE TO A PAVED SIDE
 JW0120'ROAD RIGHT.  FROM THIS POINT TO THE STATION THE DESCRIPTION IS
 JW0120'SUBJECT TO BE CHANGED DUE TO CONSTRUCTION OF THE
 JW0120'HIGHWAY.  TURN RIGHT AND GO EAST ON A PAVED ROAD FOR 0.03 MILE TO A
 JW0120'GRADED ROAD RIGHT.  TURN RIGHT ON THE GRADED ROAD FOR 0.28
 JW0120'MILE TO THE STATION AND A STANDARD METAL WITNESS POST ON THE RIGHT AS
 JW0120'DESCRIBED.
 JW0120'
 JW0120'THE STATION MARK, A STANDARD DISK STAMPED DENEEN 1960 CEMENTED IN TOP
 JW0120'OF A 14-INCH CONCRETE CYLINDER WHICH IS FLUSH
 JW0120'WITH THE SURFACE OF THE GROUND.  IT IS 21 FEET SOUTH-SOUTHEAST OF A
 JW0120'GRADED ROAD, 7 FEET NORTHWEST OF A 12-INCH OAK TREE
 JW0120'AND 3.7 FEET SOUTH OF A STANDARD METAL WITNESS POST AND MARKER.
 JW0120'
 JW0120'REFERENCE MARK 1, A STANDARD DISK STAMPED DENEEN NO 1 1960 CEMENTED
 JW0120'IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH
 JW0120'WITH THE SURFACE OF THE GROUND.  IT IS 20.8 FEET EAST-SOUTHEAST OF
 JW0120'THE STANDARD WITNESS POST, 19 FEET SOUTH-SOUTHEAST
 JW0120'OF THE CENTER LINE OF THE GRADED ROAD, 13 FEET EAST OF THE STANDARD
 JW0120'WITNESS POST AND IS ABOUT THE SAME ELEVATION AS THE
 JW0120'STATION MARK.
 JW0120'
 JW0120'REFERENCE MARK 2, A STANDARD DISK STAMPED DENEEN NO 2 1960 CEMENTED
 JW0120'IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH
 JW0120'WITH THE SURFACE OF THE GROUND.  IT IS 25.6 FEET NORTHWEST OF THE 12
 JW0120'INCH OAK TREE, 19 FEET SOUTHWEST OF THE CENTER LINE OF
 JW0120'THE GRADED ROAD, 16.6 FEET WEST-NORTHWEST OF THE STANDARD WITNESS
 JW0120'POST AND IS ABOUT THE SAME ELEVATION AS THE STATION
 JW0120'MARK.
 JW0120'
 JW0120'AZIMUTH MARK, A STANDARD DISK STAMPED DENEEN 1960 CEMENTED IN TOP A
 JW0120'SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH ABOVE THE
 JW0120'SURFACE OF THE GROUND.  IT IS 64 FEET SOUTHWEST OF THE CENTER LINE OF
 JW0120'STATE HIGHWAY 126, 3 FEET EAST-SOUTHEAST OF A
 JW0120'TELEPHONE POLE NUMBER 196 AND 2.4 FEET EAST-NORTHEAST OF A STANDARD
 JW0120'METAL WITNESS POST AND MARKER.
 JW0120'
 JW0120'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 JW0120
 JW0120                          STATION RECOVERY (1967)
 JW0120
 JW0120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JW0120'5 MI N FROM WARFORDSBURG.
 JW0120'THE STATION IS LOCATED ALONG THE NORTH ACCESS ROAD OF INTER.
 JW0120'70 ABOUT 15.5 MI. SOUTH OF THE JUNCTION OF U.S. 30 AND FORMER
 JW0120'STATE ROUTE 126 IN BREEZEWOOD, ABOUT 150 FT NORTH OF THE
 JW0120'WESTBOUND LANE OF INTER. 70.  TO REACH THE STATION FROM THE
 JW0120'PO IN WARFORDSBURG, GO NORTH ON STATE ROUTE 484 AND THEN INTER.
 JW0120'70 APPROXIMATELY 4.8 MI. TO EXIT 32.  TURN RIGHT AND PROCEED
 JW0120'GENERALLY WEST ALONG PAVED ACCESS ROAD 0.4 MI. TO TOP OF RISE
 JW0120'AND STATION ON LEFT AS DESCRIBED IN ORIGINAL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0122 ***********************************************************************
 JW0122  DESIGNATION -  DENEEN AZ MK
 JW0122  PID         -  JW0122
 JW0122  STATE/COUNTY-  PA/FULTON
 JW0122  USGS QUAD   -  AMARANTH (1994)
 JW0122
 JW0122                         *CURRENT SURVEY CONTROL
 JW0122  ___________________________________________________________________
 JW0122* NAD 83(1986)-  39 48 04.     (N)    078 15 21.     (W)     SCALED    
 JW0122* NAVD 88     -       220.031  (meters)     721.88   (feet)  ADJUSTED  
 JW0122  ___________________________________________________________________
 JW0122  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 JW0122  DYNAMIC HT  -         219.900 (meters)     721.46  (feet)  COMP
 JW0122  MODELED GRAV-     980,025.3   (mgal)                       NAVD 88
 JW0122
 JW0122  VERT ORDER  -  SECOND    CLASS 0
 JW0122
 JW0122.The horizontal coordinates were scaled from a topographic map and have
 JW0122.an estimated accuracy of +/- 6 seconds.
 JW0122
 JW0122.The orthometric height was determined by differential leveling
 JW0122.and adjusted by the National Geodetic Survey in June 1991..
 JW0122
 JW0122.The geoid height was determined by GEOID03.
 JW0122
 JW0122.The dynamic height is computed by dividing the NAVD 88
 JW0122.geopotential number by the normal gravity value computed on the
 JW0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0122.degrees latitude (g = 980.6199 gals.).
 JW0122
 JW0122.The modeled gravity was interpolated from observed gravity values.
 JW0122
 JW0122;                    North         East    Units  Estimated Accuracy
 JW0122;SPC PA S     -    52,060.      556,680.      MT  (+/- 180 meters Scaled)
 JW0122
 JW0122                          SUPERSEDED SURVEY CONTROL
 JW0122
 JW0122  NGVD 29 (??/??/92)  220.213  (m)          722.48   (f) ADJ UNCH    2 0
 JW0122
 JW0122.Superseded values are not recommended for survey control.
 JW0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0122.See file dsdata.txt to determine how the superseded data were derived.
 JW0122
 JW0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE349092(NAD 83)
 JW0122_MARKER: DZ = AZIMUTH MARK DISK
 JW0122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0122_SP_SET: CULVERT
 JW0122_STAMPING: DENEEN 1960
 JW0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0122
 JW0122  HISTORY     - Date     Condition        Report By
 JW0122  HISTORY     - 1960     MONUMENTED       CGS
 JW0122
 JW0122                          STATION DESCRIPTION
 JW0122
 JW0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JW0122'5.4 MI NW FROM WARFORDSBURG.
 JW0122'ABOUT 5.0 MILE NORTH WEST ALONG INTERSTATE HY. FROM THE
 JW0122'INTERCHANGE FOR U.S. 522 AND INTERSTATE HY. AT WARFORDSBURG
 JW0122'TO AN OVERPASS THENCE CONTINUE FOR 0.3 MILE THENCE GO SOUTH
 JW0122'0.1 TO OLD HY. 126 AND AZIMUTH MARK, STANDARD AZIMUTH MARK DISK
 JW0122'DRILLED IN HORIZONTAL IN CULVERT ON THE SOUTH SIDE OF THE
 JW0122'HIGHWAY, ABOUT FLUSH WITH THE HIGHWAY, ABOUT 22 FEET SOUTH
 JW0122'OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0119 ***********************************************************************
 JW0119  DESIGNATION -  DENEEN RM 1
 JW0119  PID         -  JW0119
 JW0119  STATE/COUNTY-  PA/FULTON
 JW0119  USGS QUAD   -  AMARANTH (1994)
 JW0119
 JW0119                         *CURRENT SURVEY CONTROL
 JW0119  ___________________________________________________________________
 JW0119* NAD 83(1986)-  39 48 01.     (N)    078 15 05.     (W)     SCALED    
 JW0119* NAVD 88     -       234.843  (meters)     770.48   (feet)  ADJUSTED  
 JW0119  ___________________________________________________________________
 JW0119  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 JW0119  DYNAMIC HT  -         234.703 (meters)     770.02  (feet)  COMP
 JW0119  MODELED GRAV-     980,026.5   (mgal)                       NAVD 88
 JW0119
 JW0119  VERT ORDER  -  SECOND    CLASS 0
 JW0119
 JW0119.The horizontal coordinates were scaled from a topographic map and have
 JW0119.an estimated accuracy of +/- 6 seconds.
 JW0119
 JW0119.The orthometric height was determined by differential leveling
 JW0119.and adjusted by the National Geodetic Survey in June 1991..
 JW0119
 JW0119.The geoid height was determined by GEOID03.
 JW0119
 JW0119.The dynamic height is computed by dividing the NAVD 88
 JW0119.geopotential number by the normal gravity value computed on the
 JW0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0119.degrees latitude (g = 980.6199 gals.).
 JW0119
 JW0119.The modeled gravity was interpolated from observed gravity values.
 JW0119
 JW0119;                    North         East    Units  Estimated Accuracy
 JW0119;SPC PA S     -    51,970.      557,060.      MT  (+/- 180 meters Scaled)
 JW0119
 JW0119                          SUPERSEDED SURVEY CONTROL
 JW0119
 JW0119  NGVD 29 (??/??/92)  235.025  (m)          771.08   (f) ADJ UNCH    2 0
 JW0119
 JW0119.Superseded values are not recommended for survey control.
 JW0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0119.See file dsdata.txt to determine how the superseded data were derived.
 JW0119
 JW0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE353092(NAD 83)
 JW0119_MARKER: DR = REFERENCE MARK DISK
 JW0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0119_STAMPING: DENEEN NO 1 1960
 JW0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0119+STABILITY: SURFACE MOTION
 JW0119
 JW0119  HISTORY     - Date     Condition        Report By
 JW0119  HISTORY     - 1960     MONUMENTED       CGS
 JW0119
 JW0119                          STATION DESCRIPTION
 JW0119
 JW0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JW0119'5.3 MI NW FROM WARFORDSBURG.
 JW0119'ABOUT 5.0 MILE NORTH WEST ALONG THE INTERSTATE HY. FROM THE
 JW0119'INTERCHANGE FOR U.S. 522 AND INTERSTATE HY. AT WARFORDSBURG TO AN
 JW0119'OVERPASS THENCE ABOUT 100 YARDS NORTH ACROSS STRIP SEPERATING
 JW0119'THE HIGHWAY AND BLACKTOP FARM ROAD PARALLELING THE HIGHWAY THENCE
 JW0119'0.3 MILE EAST ON BLACKTOP ROAD TO CREST OF HILL AND R.M., STANDARD
 JW0119'TRIANGULATION REFERENCE MARK DISK SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0121 ***********************************************************************
 JW0121  DESIGNATION -  DENEEN RM 2
 JW0121  PID         -  JW0121
 JW0121  STATE/COUNTY-  PA/FULTON
 JW0121  USGS QUAD   -  AMARANTH (1994)
 JW0121
 JW0121                         *CURRENT SURVEY CONTROL
 JW0121  ___________________________________________________________________
 JW0121* NAD 83(1986)-  39 48 01.     (N)    078 15 05.     (W)     SCALED    
 JW0121* NAVD 88     -       234.917  (meters)     770.72   (feet)  ADJUSTED  
 JW0121  ___________________________________________________________________
 JW0121  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 JW0121  DYNAMIC HT  -         234.778 (meters)     770.27  (feet)  COMP
 JW0121  MODELED GRAV-     980,026.5   (mgal)                       NAVD 88
 JW0121
 JW0121  VERT ORDER  -  SECOND    CLASS 0
 JW0121
 JW0121.The horizontal coordinates were scaled from a topographic map and have
 JW0121.an estimated accuracy of +/- 6 seconds.
 JW0121
 JW0121.The orthometric height was determined by differential leveling
 JW0121.and adjusted by the National Geodetic Survey in June 1991..
 JW0121
 JW0121.The geoid height was determined by GEOID03.
 JW0121
 JW0121.The dynamic height is computed by dividing the NAVD 88
 JW0121.geopotential number by the normal gravity value computed on the
 JW0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0121.degrees latitude (g = 980.6199 gals.).
 JW0121
 JW0121.The modeled gravity was interpolated from observed gravity values.
 JW0121
 JW0121;                    North         East    Units  Estimated Accuracy
 JW0121;SPC PA S     -    51,970.      557,060.      MT  (+/- 180 meters Scaled)
 JW0121
 JW0121                          SUPERSEDED SURVEY CONTROL
 JW0121
 JW0121  NGVD 29 (??/??/92)  235.099  (m)          771.32   (f) ADJ UNCH    2 0
 JW0121
 JW0121.Superseded values are not recommended for survey control.
 JW0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0121.See file dsdata.txt to determine how the superseded data were derived.
 JW0121
 JW0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE353092(NAD 83)
 JW0121_MARKER: DR = REFERENCE MARK DISK
 JW0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0121_STAMPING: DENEEN NO 2 1960
 JW0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0121+STABILITY: SURFACE MOTION
 JW0121
 JW0121  HISTORY     - Date     Condition        Report By
 JW0121  HISTORY     - 1960     MONUMENTED       CGS
 JW0121
 JW0121                          STATION DESCRIPTION
 JW0121
 JW0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JW0121'5.3 MI NW FROM WARFORDSBURG.
 JW0121'ABOUT 5.0 MILE NORTH WEST ALONG INTERSTATE HY. FROM THE
 JW0121'INTERCHANGE FOR U.S. 522 AND INTERSTATE HY. AT WARFORDSBURG TO
 JW0121'AN OVERPASS THENCE ABOUT 100 YARDS NORTH ACROSS STRIP SEPERATING
 JW0121'THE HIGHWAY AND BLACKTOP FARM ROAD PARALLELING THE HIGHWAY
 JW0121'THENCE 0.3 MILE EAST ON BLACKTOP FARM ROAD TO CREST OF HILL
 JW0121'AND R.M. STANDARD TRIANGULATION REFERENCE MARK DISK SET IN TOP
 JW0121'OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU4056 ***********************************************************************
 JU4056  DESIGNATION -  DENENNO
 JU4056  PID         -  JU4056
 JU4056  STATE/COUNTY-  PA/CHESTER
 JU4056  USGS QUAD   -  WEST CHESTER (1996)
 JU4056
 JU4056                         *CURRENT SURVEY CONTROL
 JU4056  ___________________________________________________________________
 JU4056* NAD 83(1992)-  39 54 11.37780(N)    075 34 41.20629(W)     ADJUSTED  
 JU4056* NAVD 88     -       149.7    (meters)     491.     (feet)  VERTCON   
 JU4056  ___________________________________________________________________
 JU4056  X           -   1,220,319.049 (meters)                     COMP
 JU4056  Y           -  -4,745,302.661 (meters)                     COMP
 JU4056  Z           -   4,069,817.674 (meters)                     COMP
 JU4056  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 JU4056  ELLIP HEIGHT-         116.59  (meters)          (06/21/02) GPS OBS
 JU4056  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JU4056
 JU4056  HORZ ORDER  -  SECOND
 JU4056  ELLP ORDER  -  FOURTH    CLASS I
 JU4056
 JU4056.The horizontal coordinates were established by GPS observations
 JU4056.and adjusted by the National Geodetic Survey in June 2002..
 JU4056
 JU4056.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4056
 JU4056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4056
 JU4056.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4056
 JU4056.The ellipsoidal height was determined by GPS observations
 JU4056.and is referenced to NAD 83.
 JU4056
 JU4056.The geoid height was determined by GEOID03.
 JU4056
 JU4056;                    North         East     Units Scale Factor Converg.
 JU4056;SPC PA S     -    65,554.438   785,709.728   MT  1.00000486   +1 24 32.8
 JU4056;SPC PA S     -   215,073.19  2,577,782.67   sFT  1.00000486   +1 24 32.8
 JU4056;SPC DE       -   211,289.984   186,194.097   MT  0.99999735   -0 06 12.8
 JU4056;SPC DE       -   693,207.22    610,871.80   sFT  0.99999735   -0 06 12.8
 JU4056;UTM  18      - 4,417,169.005   450,582.671   MT  0.99963006   -0 22 15.1
 JU4056
 JU4056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4056!SPC PA S     -   0.99998171  x   1.00000486  =   0.99998657
 JU4056!SPC DE       -   0.99998171  x   0.99999735  =   0.99997906
 JU4056!UTM  18      -   0.99998171  x   0.99963006  =   0.99961178
 JU4056
 JU4056|---------------------------------------------------------------------|
 JU4056| PID    Reference Object                     Distance      Geod. Az  |
 JU4056|                                                           dddmmss.s |
 JU4056| CS3695 DENENNO RM 1                          7.062 METERS 08025     |
 JU4056| JU4057 DENENNO AZ MK                       425.261 METERS 1505938.2 |
 JU4056| CS3696 DENENNO RM 2                         16.058 METERS 16259     |
 JU4056| CS3784 TOWER LANE IND PK WATER TANK                       3303549.0 |
 JU4056| CS3795 WEST CHESTER WATER TANK                            3362940.2 |
 JU4056| CS3685 CHESTER COUNTY COURT HOUSE                         3395726.7 |
 JU4056|---------------------------------------------------------------------|
 JU4056
 JU4056                          SUPERSEDED SURVEY CONTROL
 JU4056
 JU4056  NAD 83(1996)-  39 54 11.37643(N)    075 34 41.20606(W) AD(       ) 2
 JU4056  NAD 83(1991)-  39 54 11.37413(N)    075 34 41.20866(W) AD(       ) 2
 JU4056  ELLIP H (01/27/92)  116.76   (m)                       GP(       ) 4 1
 JU4056  NAD 83(1986)-  39 54 11.37344(N)    075 34 41.21070(W) AD(       ) 2
 JU4056  NGVD 29 (03/28/90)  150.0    (m)          492.     (f) GPS OBS        
 JU4056
 JU4056.Superseded values are not recommended for survey control.
 JU4056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4056.See file dsdata.txt to determine how the superseded data were derived.
 JU4056
 JU4056_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5058317169(NAD 83)
 JU4056_MARKER: DH = HORIZONTAL CONTROL DISK
 JU4056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU4056_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JU4056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4056+STABILITY: SURFACE MOTION
 JU4056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4056+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1987
 JU4056
 JU4056  HISTORY     - Date     Condition        Report By
 JU4056  HISTORY     - 1985     MONUMENTED       PADT
 JU4056  HISTORY     - 19870314 GOOD             GEOHYD
 JU4056  HISTORY     - 20011110 MARK NOT FOUND   USPSQD
 JU4056  HISTORY     - 20031115 MARK NOT FOUND   USPSQD
 JU4056
 JU4056                          STATION DESCRIPTION
 JU4056
 JU4056'DESCRIBED BY PA DEPT OF TRANSP 1985 (RBG)
 JU4056'THE STATION IS LOCATED ABOUT 6.0 KM (3.7 MI)
 JU4056'SOUTH-SOUTHEAST OF WEST CHESTER,
 JU4056'5.0 KM (3.1 MI) WEST-NORTHWEST OF CONCORDVILLE, AND
 JU4056'2.0 KM (1.24 MI) SOUTH OF DARLINGTON CORNERS, IN BIRMINGHAM
 JU4056'TOWNSHIP, CHESTER COUNTY.
 JU4056'OWNERSHIP--TOWNSHIP ROAD RIGHT-OF-WAY, ON PROPERTY OWNED BY JACK
 JU4056'DENENNO, 258 WILMINGTON PIKE, WEST CHESTER PA. 19380, PHONE
 JU4056'215-399-1053
 JU4056'
 JU4056'TO REACH THE STATION FROM THE INTERSECTION OF WILMINGTON PIKE AND
 JU4056'WEST ROSEDALE AVENUE AT THE WEST CHESTER UNIVERSITY, IN WEST
 JU4056'CHESTER PA., GO SOUTH-SOUTHEAST FOR 1.3 KM (0.8 MI) ON WILMINGTON
 JU4056'PIKE TO THE JUNCTION OF U.S. HIGHWAY 202,
 JU4056'CONTINUE STRAIGHT AHEAD AND GO SOUTH-SOUTHEAST FOR
 JU4056'1.6 KM (1.0 MI) ON HIGHWAY 202 TO WEST PLEASANT GROVE ROAD,
 JU4056'TURN RIGHT AND GO SOUTHWEST FOR 1.45 KM (0.9 MI) ON WEST PLEASANT
 JU4056'GROVE ROAD TO NEW STREET,
 JU4056'TURN LEFT AND GO SOUTH-SOUTHEAST FOR 1.0 KM (0.6 MI) ON NEW STREET
 JU4056'TO A STOP SIGN AT STATE HIGHWAY 926 (LR 1508G),
 JU4056'CONTINUE STRAIGHT AHEAD AND GO SOUTH-SOUTHEAST FOR
 JU4056'1.8 KM (1.1 MI) ON NEW STREET TO THE STATION ON THE RIGHT.
 JU4056'
 JU4056'THE STATION IS A STANDARD PADT DISK
 JU4056'STAMPED---DENENNO 1985---,
 JU4056'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU4056'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 JU4056'19.96 METERS (65.5 FT) NORTH-NORTHWEST FROM A POWER POLE NUMBER
 JU4056'16499A,
 JU4056'20.08 METERS (65.9 FT) SOUTHWEST FROM A MAIL BOX POST (M.R. DAVIS
 JU4056'BOX 1325),
 JU4056'3.66 METERS (12.0 FT) WEST FROM THE CENTER OF NEW STREET, AND
 JU4056'1.28 METERS (4.2 FT) SOUTH FROM A WITNESS POST.
 JU4056'THE UNDERGROUND MARK IS A STANDARD PADT DISK
 JU4056'STAMPED---DENENNO 1985---,
 JU4056'SET INTO AN IRREGULAR MASS OF CONCRETE 1.158 METERS BELOW THE
 JU4056'SURFACE.
 JU4056'
 JU4056'REFERENCE MARK NO. 1 IS A STANDARD PADT DISK
 JU4056'STAMPED---DENENNO NO 1 1985---,
 JU4056'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU4056'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 JU4056'17.62 METERS (57.8 FT) NORTH FROM A POWER POLE NUMBER 16499A,
 JU4056'19.35 METERS (63.5 FT) SOUTH FROM A MAIL BOX POST (M.R. DAVIS BOX
 JU4056'1325), AND
 JU4056'3.05 METERS (10.0 FT) EAST FROM THE CENTER OF NEW STREET.
 JU4056'MARK IS 0.6 METERS BELOW THE STATION.
 JU4056'
 JU4056'REFERENCE MARK NO. 2 IS A STANDARD PADT DISK
 JU4056'STAMPED---DENENNO NO 2 1985---,
 JU4056'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU4056'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 JU4056'35.42 METERS (116.2 FT) SOUTH-SOUTHWEST FROM A MAIL BOX POST (M.R.
 JU4056'DAVIS BOX 1325),
 JU4056'7.89 METERS (25.9 FT) WEST-NORTHWEST FROM A POWER POLE NUMBER
 JU4056'16499A, AND
 JU4056'3.35 METERS (11.0 FT) WEST FROM THE CENTER OF NEW STREET.
 JU4056'MARK IS LEVEL WITH THE STATION.
 JU4056'
 JU4056'AZIMUTH MARK NO. 1 IS A STANDARD PADT DISK
 JU4056'STAMPED---DENENNO 1985---,
 JU4056'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU4056'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 JU4056'14.17 METERS (46.5 FT) SOUTH-SOUTHWEST FROM A POWER POLE NUMBER
 JU4056'90063,
 JU4056'8.96 METERS (29.4 FT) SOUTH-SOUTHWEST FROM THE CENTER OF BIRMINGHAM
 JU4056'ROAD,
 JU4056'3.44 METERS (11.3 FT) NORTHEAST FROM A STOP SIGN, AND
 JU4056'0.73 METERS (2.4 FT) NORTHWEST FROM A WITNESS POST.
 JU4056'TO REACH THE AZIMUTH FROM THE STATION,
 JU4056'GO SOUTH-SOUTHEAST FOR 0.16 KM (0.1 MI) ON NEW STREET TO BIRMINGHAM
 JU4056'ROAD,
 JU4056'CONTINUE STRAIGHT AHEAD AND GO SOUTH-SOUTHEAST FOR
 JU4056'0.2 KM (0.15 MI) ON BIRMINGHAM ROAD TO A ROAD INTERSECTION AND THE
 JU4056'AZIMUTH MARK ON THE RIGHT.
 JU4056'
 JU4056'DESCRIBED BY R.B. GROSSER.
 JU4056
 JU4056                          STATION RECOVERY (1987)
 JU4056
 JU4056'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1987
 JU4056'RECOVERED IN GOOD CONDITION.
 JU4056
 JU4056                          STATION RECOVERY (2001)
 JU4056
 JU4056'RECOVERY NOTE BY US POWER SQUADRON 2001 (LBR)
 JU4056'STATION NOT FOUND
 JU4056'RM 1 NOT FOUND
 JU4056'RM 2 NOT FOUND
 JU4056'AZ MK FOUND IN GOOD CONDITION
 JU4056
 JU4056                          STATION RECOVERY (2003)
 JU4056
 JU4056'RECOVERY NOTE BY US POWER SQUADRON 2003
 JU4056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU4057 ***********************************************************************
 JU4057  DESIGNATION -  DENENNO AZ MK
 JU4057  PID         -  JU4057
 JU4057  STATE/COUNTY-  PA/CHESTER
 JU4057  USGS QUAD   -  WEST CHESTER (1996)
 JU4057
 JU4057                         *CURRENT SURVEY CONTROL
 JU4057  ___________________________________________________________________
 JU4057* NAD 83(1992)-  39 53 59.31900(N)    075 34 32.52565(W)     ADJUSTED  
 JU4057* NAVD 88     -       140.     (meters)     459.     (feet)  VERTCON   
 JU4057  ___________________________________________________________________
 JU4057  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 JU4057  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JU4057
 JU4057  HORZ ORDER  -  SECOND
 JU4057
 JU4057.The horizontal coordinates were established by classical geodetic methods
 JU4057.and adjusted by the National Geodetic Survey in June 2002..
 JU4057.No horizontal observational check was made to the station.
 JU4057
 JU4057.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4057
 JU4057.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4057
 JU4057.The geoid height was determined by GEOID03.
 JU4057
 JU4057;                    North         East     Units Scale Factor Converg.
 JU4057;SPC PA S     -    65,187.700   785,925.023   MT  1.00000541   +1 24 38.4
 JU4057;SPC PA S     -   213,869.98  2,578,489.01   sFT  1.00000541   +1 24 38.4
 JU4057;SPC DE       -   210,917.693   186,399.634   MT  0.99999728   -0 06 07.2
 JU4057;SPC DE       -   691,985.80    611,546.13   sFT  0.99999728   -0 06 07.2
 JU4057;UTM  18      - 4,416,795.896   450,786.394   MT  0.99962982   -0 22 09.4
 JU4057
 JU4057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4057!SPC PA S     -   0.99998315  x   1.00000541  =   0.99998856
 JU4057!SPC DE       -   0.99998315  x   0.99999728  =   0.99998043
 JU4057!UTM  18      -   0.99998315  x   0.99962982  =   0.99961298
 JU4057
 JU4057                          SUPERSEDED SURVEY CONTROL
 JU4057
 JU4057  NAD 83(1996)-  39 53 59.31762(N)    075 34 32.52541(W) AD(       ) 2
 JU4057  NAD 83(1991)-  39 53 59.31533(N)    075 34 32.52803(W) AD(       ) 2
 JU4057  NAD 83(1986)-  39 53 59.31471(N)    075 34 32.52987(W) AD(       ) 2
 JU4057  NGVD 29 (03/28/90)  141.     (m)          463.     (f) VERT ANG       
 JU4057
 JU4057.Superseded values are not recommended for survey control.
 JU4057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4057.See file dsdata.txt to determine how the superseded data were derived.
 JU4057
 JU4057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5078616796(NAD 83)
 JU4057_MARKER: DZ = AZIMUTH MARK DISK
 JU4057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU4057_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JU4057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4057+STABILITY: SURFACE MOTION
 JU4057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4057+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2001
 JU4057
 JU4057  HISTORY     - Date     Condition        Report By
 JU4057  HISTORY     - 1985     MONUMENTED       PADT
 JU4057  HISTORY     - 19950610 GOOD             USPSQD
 JU4057  HISTORY     - 20011110 GOOD             USPSQD
 JU4057  HISTORY     - 20031115 GOOD             USPSQD
 JU4057
 JU4057                          STATION DESCRIPTION
 JU4057
 JU4057'DESCRIBED BY PA DEPT OF TRANSP 1985 (RBG)
 JU4057'THE STATION IS LOCATED ABOUT 6.0 KM (3.7 MI)
 JU4057'SOUTH-SOUTHEAST OF WEST CHESTER,
 JU4057'5.0 KM (3.1 MI) WEST-NORTHWEST OF CONCORDVILLE, AND
 JU4057'2.0 KM (1.24 MI) SOUTH OF DARLINGTON CORNERS, IN BIRMINGHAM
 JU4057'TOWNSHIP, CHESTER COUNTY.
 JU4057'OWNERSHIP--TOWNSHIP ROAD RIGHT-OF-WAY.
 JU4057'
 JU4057'TO REACH THE STATION FROM THE INTERSECTION OF WILMINGTON PIKE AND
 JU4057'WEST ROSEDALE AVENUE AT THE WEST CHESTER UNIVERSITY, IN WEST
 JU4057'CHESTER, PA., GO SOUTH-SOUTHWEST FOR 1.3 KM (0.8 MI) ON WILMINGTON
 JU4057'PIKE TO THE JUNCTION OF U.S. HIGHWAY 202,
 JU4057'CONTINUE STRAIGHT AHEAD AND GO SOUTH-SOUTHEAST FOR
 JU4057'1.6 KM (1.0 MI) ON HIGHWAY 202 TO WEST PLEASANT GROVE ROAD,
 JU4057'TURN RIGHT AND GO SOUTHWEST FOR 1.45 KM (0.9 MI) ON WEST PLEASANT
 JU4057'GROVE ROAD TO NEW STREET,
 JU4057'TURN LEFT AND GO SOUTH-SOUTHEAST FOR 1.0 KM (0.6 MI) ON NEW STREET
 JU4057'TO A STOP SIGN AT STATE HIGHWAY 926 (LR 1508G),
 JU4057'CONTINUE STRAIGHT AHEAD AND GO SOUTH-SOUTHEAST FOR
 JU4057'1.96 KM (1.2 MI) ON NEW STREET TO BIRMINGHAM ROAD,
 JU4057'CONTINUE STRAIGHT AHEAD AND GO SOUTH-SOUTHEAST FOR
 JU4057'0.2 KM (0.15 MI) ON BIRMINGHAM ROAD TO A ROAD INTERSECTION AND THE
 JU4057'STATION ON THE RIGHT.
 JU4057'
 JU4057'THE STATION IS A STANDARD PADT DISK
 JU4057'STAMPED---DENENNO 1985---,
 JU4057'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU4057'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 JU4057'14.17 METERS (46.5 FT) SOUTH-SOUTHWEST FROM A POWER POLE NUMBER
 JU4057'90063,
 JU4057'8.96 METERS (29.4 FT) SOUTH-SOUTHWEST FROM THE CENTER OF BIRMINGHAM
 JU4057'ROAD,
 JU4057'3.44 METERS (11.3 FT) NORTHEAST FROM A STOP SIGN, AND
 JU4057'0.73 METERS (2.4 FT) NORTHWEST FROM A WITNESS POST.
 JU4057'
 JU4057'DESCRIBED BY R.B. GROSSER.
 JU4057
 JU4057                          STATION RECOVERY (1995)
 JU4057
 JU4057'RECOVERY NOTE BY US POWER SQUADRON 1995
 JU4057'RECOVERED IN GOOD CONDITION.
 JU4057
 JU4057                          STATION RECOVERY (2001)
 JU4057
 JU4057'RECOVERY NOTE BY US POWER SQUADRON 2001 (LBR)
 JU4057'NO WITNESS POST FOUND
 JU4057'STATION IS TWO INCHES BELOW SURFACE.
 JU4057
 JU4057                          STATION RECOVERY (2003)
 JU4057
 JU4057'RECOVERY NOTE BY US POWER SQUADRON 2003
 JU4057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0347 ***********************************************************************
 MB0347  DESIGNATION -  DENIKER
 MB0347  PID         -  MB0347
 MB0347  STATE/COUNTY-  PA/MERCER
 MB0347  USGS QUAD   -  GROVE CITY (1981)
 MB0347
 MB0347                         *CURRENT SURVEY CONTROL
 MB0347  ___________________________________________________________________
 MB0347* NAD 83(1992)-  41 11 29.31039(N)    080 01 42.90058(W)     ADJUSTED  
 MB0347* NAVD 88     -       424.538  (meters)    1392.84   (feet)  ADJUSTED  
 MB0347  ___________________________________________________________________
 MB0347  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 MB0347  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 MB0347  DYNAMIC HT  -         424.340 (meters)    1392.19  (feet)  COMP
 MB0347  MODELED GRAV-     980,144.0   (mgal)                       NAVD 88
 MB0347
 MB0347  HORZ ORDER  -  SECOND
 MB0347  VERT ORDER  -  SECOND    CLASS 0
 MB0347
 MB0347.The horizontal coordinates were established by classical geodetic methods
 MB0347.and adjusted by the National Geodetic Survey in June 2002..
 MB0347
 MB0347.The orthometric height was determined by differential leveling
 MB0347.and adjusted by the National Geodetic Survey in June 1991..
 MB0347
 MB0347.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB0347
 MB0347.The geoid height was determined by GEOID03.
 MB0347
 MB0347.The dynamic height is computed by dividing the NAVD 88
 MB0347.geopotential number by the normal gravity value computed on the
 MB0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0347.degrees latitude (g = 980.6199 gals.).
 MB0347
 MB0347.The modeled gravity was interpolated from observed gravity values.
 MB0347
 MB0347;                    North         East     Units Scale Factor Converg.
 MB0347;SPC PA N     -   116,322.851   408,875.645   MT  0.99996458   -1 30 26.5
 MB0347;SPC PA N     -   381,635.89  1,341,452.85   sFT  0.99996458   -1 30 26.5
 MB0347;SPC PA S     -   208,795.241   408,859.800   MT  1.00004308   -1 28 42.0
 MB0347;SPC PA S     -   685,022.39  1,341,400.86   sFT  1.00004308   -1 28 42.0
 MB0347;UTM  17      - 4,560,467.783   581,461.255   MT  0.99968167   +0 38 23.2
 MB0347
 MB0347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB0347!SPC PA N     -   0.99993867  x   0.99996458  =   0.99990325
 MB0347!SPC PA S     -   0.99993867  x   1.00004308  =   0.99998175
 MB0347!UTM  17      -   0.99993867  x   0.99968167  =   0.99962036
 MB0347
 MB0347|---------------------------------------------------------------------|
 MB0347| PID    Reference Object                     Distance      Geod. Az  |
 MB0347|                                                           dddmmss.s |
 MB0347| MB0350 DENIKER RM 1                         29.739 METERS 02119     |
 MB0347| MB0349 DENIKER RM 2                         39.014 METERS 15719     |
 MB0347| MB0348 DENIKER RM 3                          9.105 METERS 22053     |
 MB0347| MB1920 US STEEL MINE 5 WATER TANK          APPROX.13.7 KM 2454052.2 |
 MB0347| CX4390 DENIKER AZ MK                                      3405958.7 |
 MB0347|---------------------------------------------------------------------|
 MB0347
 MB0347                          SUPERSEDED SURVEY CONTROL
 MB0347
 MB0347  NAD 83(1995)-  41 11 29.31242(N)    080 01 42.90245(W) AD(       ) 2
 MB0347  NAD 83(1986)-  41 11 29.31435(N)    080 01 42.90413(W) AD(       ) 2
 MB0347  NAD 27      -  41 11 29.09900(N)    080 01 43.69700(W) AD(       ) 2
 MB0347  NGVD 29 (??/??/92)  424.673  (m)         1393.28   (f) ADJ UNCH    2 0
 MB0347
 MB0347.Superseded values are not recommended for survey control.
 MB0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0347.See file dsdata.txt to determine how the superseded data were derived.
 MB0347
 MB0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF8146160468(NAD 83)
 MB0347_MARKER: DD = SURVEY DISK
 MB0347_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 MB0347_SP_SET: UNSPECIFIED ROCK
 MB0347_STAMPING: DENIKER (PGS) 1937
 MB0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0347
 MB0347  HISTORY     - Date     Condition        Report By
 MB0347  HISTORY     - 1937     MONUMENTED       PAGS
 MB0347  HISTORY     - 1939     SEE DESCRIPTION  PAGS
 MB0347  HISTORY     - 1958     SEE DESCRIPTION  CGS
 MB0347  HISTORY     - 1958     GOOD             NGS
 MB0347
 MB0347                          STATION DESCRIPTION
 MB0347
 MB0347'DESCRIBED BY PENNSYLVANIA GEODETIC SURVEY 1937
 MB0347'FROM GROVE CITY, NE ON STATE ROUTE 208 FOR A DISTANCE OF 3.5 MILES
 MB0347'TURN LEFT AT CROSSROADS AND FILLING STATION, GO 0.8 MILE TO SUMMIT
 MB0347'OF HILL AND DENIKERS WHITE HOUSE, STATION IS ON GEO. DENIKERS
 MB0347'PROPERTY JUST S OF BACK OF HOUSE.
 MB0347'
 MB0347'SURFACE AND UNDERGROUND MARKS ARE PA. COORDINATE SYSTEM STANDARD
 MB0347'BRONZE DISKS SET IN SQUARE BLOCKS OF CONCRETE.  SURFACE MARK IS FLUSH
 MB0347'WITH THE GROUND.
 MB0347'
 MB0347'REFERENCE MARK NO. 1 IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK
 MB0347'SET IN LARGE OUTCROPPING STONE, PROJECTING 16 INCHES AND IS
 MB0347'NEAR HOUSE, NE OF STATION.
 MB0347'
 MB0347'REFERENCE MARK NO. 2 IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK
 MB0347'SET IN IRREGULAR SANDSTONE, PROJECTING 6 INCHES, AND IS 16 FEET
 MB0347'FROM CENTER OF ROAD, 2 FEET FROM POLE, 0.2 MILE N ON ROAD.
 MB0347'
 MB0347'AZIMUTH MARK IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK SET IN
 MB0347'IRREGULAR SANDSTONE BOULDER PROJECTING 3 INCHES, AND IS NW OF STATION
 MB0347'ALONG ROAD 0.4 MILE ON RIGHT SIDE OF ROAD.
 MB0347'
 MB0347'HEIGHT OF LIGHT ABOVE STATION MARK- 22.5 METERS.
 MB0347
 MB0347                          STATION RECOVERY (1939)
 MB0347
 MB0347'RECOVERY NOTE BY PENNSYLVANIA GEODETIC SURVEY 1939
 MB0347'ORIGINAL DESCRIPTION SHOULD BE CHANGED TO READ AS FOLLOWS-
 MB0347'REFERENCE MARK NO.
 MB0347'1 IS SET IN LARGE OUTCROPPING STONE PROJECTING 16 INCHES, 97.54 FEET
 MB0347'NE OF STATION AND S OF SE CORNER OF DENIKERS HOUSE.
 MB0347'
 MB0347'REFERENCE MARK NO. 2 IS SET IN IRREGULAR SANDSTONE, PROJECTING 6
 MB0347'INCHES, 127.83 FEET S OF STATION AT FOOT OF 8-INCH ELM TREE, 17.50
 MB0347'FEET E OF FENCE LINE.
 MB0347'
 MB0347'AZIMUTH MARK IS SET IN IRREGULAR SANDSTONE PROJECTING 3 INCHES AND IS
 MB0347'NW OF STATION 0.4 MILE ON LEGISLATIVE ROUTE 43078, 16 FEET E OF
 MB0347'CENTER LINE OF ROAD AND 2 FEET FROM BASE OF TELEPHONE POLE.
 MB0347'
 MB0347'WATER TANK AT NO. 5 MINE IS VISIBLE FROM GROUND.
 MB0347'
 MB0347'ON ORIGINAL LIST OF DIRECTIONS THE NUMBER OF USS CO. MINE SHOULD BE
 MB0347'CHANGED TO NO. 5 INSTEAD OF NO. 2.
 MB0347
 MB0347                          STATION RECOVERY (1958)
 MB0347
 MB0347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JEG)
 MB0347'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND TO
 MB0347'BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS RECOVERED BUT IT
 MB0347'WAS LOOSE IN THE GROUND AND LEANING.  THE MARK WAS DESTROYED.
 MB0347'
 MB0347'THE STATION MARK COULD NOT BE OBSERVED FROM AS A TOWER COULD NOT BE
 MB0347'ERECTED OVER THE MARK BECAUSE OF TREES AND A BUILDING.
 MB0347'REFERENCE MARK NUMBER 3 WAS SET AND OBSERVED FROM.  A TIE WAS MADE
 MB0347'FROM THE 1937 STATION MARK TO REFERENCE MARK NUMBER 3.
 MB0347'
 MB0347'THE DESCRIPTION OF HOW TO REACH THE STATION AND ITS LOCATION ARE
 MB0347'ADEQUATE.
 MB0347'
 MB0347'A DIFFERENCE WAS NOTED ON THE ANGLE FROM REFERENCE MARK 1 TO
 MB0347'REFERENCE MARK 2.
 MB0347
 MB0347                          STATION RECOVERY (1958)
 MB0347
 MB0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 MB0347'3 MI NE FROM GROVE CITY.
 MB0347'ABOUT 3.2 MILES NORTH EAST ALONG STATE HIGHWAY 208 THENCE NORTH
 MB0347'WEST FROM GROVE CITY TO THE FARM OF MR. GEORGE DENIKER, 0.75 MILE
 MB0347'NORTHWEST OF HIGHWAY 208.  LOCATED 133 FEET SOUTH OF THE SOUTHWEST
 MB0347'CORNER OF HOUSE, 10 FEET EAST OF A FENCE CORNER, 127 FEET NORTH
 MB0347'OF A 8 INCH ELM TREE, 30 FEET NORTHEAST OF STATION AND SET IN A
 MB0347'ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0350 ***********************************************************************
 MB0350  DESIGNATION -  DENIKER RM 1
 MB0350  PID         -  MB0350
 MB0350  STATE/COUNTY-  PA/MERCER
 MB0350  USGS QUAD   -  GROVE CITY (1981)
 MB0350
 MB0350                         *CURRENT SURVEY CONTROL
 MB0350  ___________________________________________________________________
 MB0350* NAD 83(1986)-  41 11 31.     (N)    080 01 41.     (W)     SCALED    
 MB0350* NAVD 88     -       425.051  (meters)    1394.52   (feet)  ADJUSTED  
 MB0350  ___________________________________________________________________
 MB0350  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 MB0350  DYNAMIC HT  -         424.853 (meters)    1393.87  (feet)  COMP
 MB0350  MODELED GRAV-     980,144.1   (mgal)                       NAVD 88
 MB0350
 MB0350  VERT ORDER  -  SECOND    CLASS 0
 MB0350
 MB0350.The horizontal coordinates were scaled from a topographic map and have
 MB0350.an estimated accuracy of +/- 6 seconds.
 MB0350
 MB0350.The orthometric height was determined by differential leveling
 MB0350.and adjusted by the National Geodetic Survey in June 1991..
 MB0350
 MB0350.The geoid height was determined by GEOID03.
 MB0350
 MB0350.The dynamic height is computed by dividing the NAVD 88
 MB0350.geopotential number by the normal gravity value computed on the
 MB0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0350.degrees latitude (g = 980.6199 gals.).
 MB0350
 MB0350.The modeled gravity was interpolated from observed gravity values.
 MB0350
 MB0350;                    North         East    Units  Estimated Accuracy
 MB0350;SPC PA N     -   116,370.      408,920.      MT  (+/- 180 meters Scaled)
 MB0350
 MB0350                          SUPERSEDED SURVEY CONTROL
 MB0350
 MB0350  NGVD 29 (??/??/92)  425.186  (m)         1394.96   (f) ADJ UNCH    2 0
 MB0350
 MB0350.Superseded values are not recommended for survey control.
 MB0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0350.See file dsdata.txt to determine how the superseded data were derived.
 MB0350
 MB0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF815605(NAD 83)
 MB0350_MARKER: DD = SURVEY DISK
 MB0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0350_STAMPING: DENIKER NO 1 1937
 MB0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0350+STABILITY: SURFACE MOTION
 MB0350
 MB0350  HISTORY     - Date     Condition        Report By
 MB0350  HISTORY     - 1937     MONUMENTED       PAGS
 MB0350  HISTORY     - 1958     GOOD             NGS
 MB0350
 MB0350                          STATION DESCRIPTION
 MB0350
 MB0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MB0350'3 MI NE FROM GROVE CITY.
 MB0350'ABOUT 3.2 MILES NORTHEAST ALONG STATE HIGHWAY 208 THENCE NORTHWEST
 MB0350'0.75 MILE NORTHWEST ALONG A BLACKTOP ROAD TO THE FARM OF MR.
 MB0350'GEORGE DENIKER.  LOCATED 37 FEET SOUTH OF THE SOUTHEAST CORNER OF
 MB0350'HOUSE, 108 FEET NORTH NORTHEAST OF A FENCE CORNER, 126 FEET
 MB0350'NORTH NORTHEAST OF DENIKER NO 3 AND PROJECTING TWO INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0349 ***********************************************************************
 MB0349  DESIGNATION -  DENIKER RM 2
 MB0349  PID         -  MB0349
 MB0349  STATE/COUNTY-  PA/MERCER
 MB0349  USGS QUAD   -  GROVE CITY (1981)
 MB0349
 MB0349                         *CURRENT SURVEY CONTROL
 MB0349  ___________________________________________________________________
 MB0349* NAD 83(1986)-  41 11 31.     (N)    080 01 41.     (W)     SCALED    
 MB0349* NAVD 88     -       422.182  (meters)    1385.11   (feet)  ADJUSTED  
 MB0349  ___________________________________________________________________
 MB0349  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 MB0349  DYNAMIC HT  -         421.984 (meters)    1384.46  (feet)  COMP
 MB0349  MODELED GRAV-     980,144.0   (mgal)                       NAVD 88
 MB0349
 MB0349  VERT ORDER  -  SECOND    CLASS 0
 MB0349
 MB0349.The horizontal coordinates were scaled from a topographic map and have
 MB0349.an estimated accuracy of +/- 6 seconds.
 MB0349
 MB0349.The orthometric height was determined by differential leveling
 MB0349.and adjusted by the National Geodetic Survey in June 1991..
 MB0349
 MB0349.The geoid height was determined by GEOID03.
 MB0349
 MB0349.The dynamic height is computed by dividing the NAVD 88
 MB0349.geopotential number by the normal gravity value computed on the
 MB0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0349.degrees latitude (g = 980.6199 gals.).
 MB0349
 MB0349.The modeled gravity was interpolated from observed gravity values.
 MB0349
 MB0349;                    North         East    Units  Estimated Accuracy
 MB0349;SPC PA N     -   116,370.      408,920.      MT  (+/- 180 meters Scaled)
 MB0349
 MB0349                          SUPERSEDED SURVEY CONTROL
 MB0349
 MB0349  NGVD 29 (??/??/92)  422.316  (m)         1385.55   (f) ADJ UNCH    2 0
 MB0349
 MB0349.Superseded values are not recommended for survey control.
 MB0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0349.See file dsdata.txt to determine how the superseded data were derived.
 MB0349
 MB0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF815605(NAD 83)
 MB0349_MARKER: DD = SURVEY DISK
 MB0349_SETTING: 0 = UNSPECIFIED SETTING
 MB0349_STAMPING: DENIKER NO 2 1937 PGS
 MB0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0349
 MB0349  HISTORY     - Date     Condition        Report By
 MB0349  HISTORY     - 1937     MONUMENTED       PAGS
 MB0349  HISTORY     - 1958     GOOD             NGS
 MB0349
 MB0349                          STATION DESCRIPTION
 MB0349
 MB0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MB0349'3 MI NE FROM GROVE CITY.
 MB0349'ABOUT 3.2 MILES ALONG STATE HIGHWAY 208 THENCE NORTHWEST ALONG
 MB0349'A BLACKTOP ROAD 0.75 MILE FROM GROVE CITY TO THE HOME OF MR
 MB0349'GEORGE DENIKER.  LOCATED 260 FEET SOUTH OF THE SOUTHWEST CORNER
 MB0349'OF THE HOUSE, 19 FEET EAST OF A FENCE LINE, 1 FOOT NORTH OF A
 MB0349'8 INCH ELM TREE, 117 FEET SOUTH SOUTHEAST OF DENIKER STATION
 MB0349'AND SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0348 ***********************************************************************
 MB0348  DESIGNATION -  DENIKER RM 3
 MB0348  PID         -  MB0348
 MB0348  STATE/COUNTY-  PA/MERCER
 MB0348  USGS QUAD   -  GROVE CITY (1981)
 MB0348
 MB0348                         *CURRENT SURVEY CONTROL
 MB0348  ___________________________________________________________________
 MB0348* NAD 83(1992)-  41 11 29.08723(N)    080 01 43.15630(W)     ADJUSTED  
 MB0348* NAVD 88     -       423.746  (meters)    1390.24   (feet)  ADJUSTED  
 MB0348  ___________________________________________________________________
 MB0348  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 MB0348  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 MB0348  DYNAMIC HT  -         423.548 (meters)    1389.59  (feet)  COMP
 MB0348  MODELED GRAV-     980,144.0   (mgal)                       NAVD 88
 MB0348
 MB0348  HORZ ORDER  -  SECOND
 MB0348  VERT ORDER  -  SECOND    CLASS 0
 MB0348
 MB0348.The horizontal coordinates were established by classical geodetic methods
 MB0348.and adjusted by the National Geodetic Survey in June 2002..
 MB0348
 MB0348.The orthometric height was determined by differential leveling
 MB0348.and adjusted by the National Geodetic Survey in June 1991..
 MB0348
 MB0348.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB0348
 MB0348.The geoid height was determined by GEOID03.
 MB0348
 MB0348.The dynamic height is computed by dividing the NAVD 88
 MB0348.geopotential number by the normal gravity value computed on the
 MB0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0348.degrees latitude (g = 980.6199 gals.).
 MB0348
 MB0348.The modeled gravity was interpolated from observed gravity values.
 MB0348
 MB0348;                    North         East     Units Scale Factor Converg.
 MB0348;SPC PA N     -   116,316.126   408,869.507   MT  0.99996458   -1 30 26.7
 MB0348;SPC PA N     -   381,613.82  1,341,432.71   sFT  0.99996458   -1 30 26.7
 MB0348;SPC PA S     -   208,788.513   408,853.665   MT  1.00004306   -1 28 42.2
 MB0348;SPC PA S     -   685,000.31  1,341,380.73   sFT  1.00004306   -1 28 42.2
 MB0348;UTM  17      - 4,560,460.835   581,455.375   MT  0.99968166   +0 38 23.1
 MB0348
 MB0348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB0348!SPC PA N     -   0.99993880  x   0.99996458  =   0.99990338
 MB0348!SPC PA S     -   0.99993880  x   1.00004306  =   0.99998185
 MB0348!UTM  17      -   0.99993880  x   0.99968166  =   0.99962048
 MB0348
 MB0348|---------------------------------------------------------------------|
 MB0348| PID    Reference Object                     Distance      Geod. Az  |
 MB0348|                                                           dddmmss.s |
 MB0348| MB0350 DENIKER RM 1                         38.460 METERS 02552     |
 MB0348| MB0347 DENIKER                               9.105 METERS 04053     |
 MB0348| MB0349 DENIKER RM 2                         35.811 METERS 14411     |
 MB0348| AE6344 DENIKER AZ MK RESET                                2050436.0 |
 MB0348| CX4390 DENIKER AZ MK                                      2050436.0 |
 MB0348|---------------------------------------------------------------------|
 MB0348
 MB0348                          SUPERSEDED SURVEY CONTROL
 MB0348
 MB0348  NAD 83(1995)-  41 11 29.08926(N)    080 01 43.15818(W) AD(       ) 2
 MB0348  NAD 83(1986)-  41 11 29.09115(N)    080 01 43.15990(W) AD(       ) 2
 MB0348  NAD 27      -  41 11 28.87580(N)    080 01 43.95270(W) AD(       ) 2
 MB0348  NGVD 29 (??/??/92)  423.881  (m)         1390.68   (f) ADJ UNCH    2 0
 MB0348
 MB0348.Superseded values are not recommended for survey control.
 MB0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0348.See file dsdata.txt to determine how the superseded data were derived.
 MB0348
 MB0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF8145560461(NAD 83)
 MB0348_MARKER: DR = REFERENCE MARK DISK
 MB0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0348_SP_SET: SET INTO TOP OF CONCRETE POST
 MB0348_STAMPING: DENIKER NO 3 1937
 MB0348_MARK LOGO: CGS   
 MB0348_PROJECTION: FLUSH
 MB0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0348
 MB0348  HISTORY     - Date     Condition        Report By
 MB0348  HISTORY     - 1958     MONUMENTED       PAGS
 MB0348  HISTORY     - 1958     GOOD             NGS
 MB0348
 MB0348                          STATION DESCRIPTION
 MB0348
 MB0348'DESCRIBED BY PENNSYLVANIA GEODETIC SURVEY 1958 (JEG)
 MB0348'STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF GROVE CITY, 1-1/2 MILES
 MB0348'WEST OF THE VENANGO-MERCER COUNTY LINE, ON PROPERTY OWNED AND
 MB0348'OCCUPIED BY MR. GEORGE DENIKER.
 MB0348'
 MB0348'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 208
 MB0348'WHICH IS ABOUT 17 MILES SOUTH OF FRANKLIN AND 1/2 MILE SOUTH OF
 MB0348'BARKERVILLE BY GOING WEST ON HIGHWAY 208 FOR 2.6 MILES TO AN
 MB0348'INTERSECTION CROSSROAD AND A SERVICE STATION IN THE NORTHWEST
 MB0348'ANGLE OF THE INTERSECTION, CONTINUE STRAIGHT AHEAD, WEST ON THE
 MB0348'HIGHWAY FOR 0.95 MILE TO THE AZIMUTH MARK ON THE RIGHT HAND SIDE OF
 MB0348'THE HIGHWAY, ON HIGHWAY RIGHT-OF-WAY.  TURN RIGHT AT THE
 MB0348'INTERSECTION AND GO NORTH ON A GRAVELED ROAD FOR 0.6 MILE TO A
 MB0348'CHURCH ON THE LEFT HAND SIDE OF THE ROAD, KEEP STRAIGHT AHEAD, NORTH
 MB0348'ON THE GRAVELED ROAD FOR 0.15 MILE TO THE FARM DRIVEWAY OF MR.
 MB0348'GEORGE DENIKER ON THE LEFT HAND SIDE OF THE ROAD, TURN LEFT AND
 MB0348'FOLLOW THE DRIVEWAY, NORTH FOR ABOUT 150 FEET, FARM HOUSE ON THE
 MB0348'RIGHT AND THE STATION MARK ABOUT 125 FEET SOUTH OF THE
 MB0348'DRIVEWAY IN A FENCE CORNER.
 MB0348'
 MB0348'STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED DENIKER NO 3
 MB0348'1937, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 MB0348'WITH THE GROUND SURFACE.  IT IS ABOUT 18 FEET SOUTHWEST OF A FENCE
 MB0348'CORNER, 82 FEET NORTHEAST OF A FENCE CORNER, 143 FEET SOUTH OF THE
 MB0348'SOUTHWEST CORNER OF THE DENIKER FARM HOUSE.
 MB0348'
 MB0348'REFERENCE MARK NUMBER 1 IS A STANDARD PENNSYLVANIA GEODETIC SURVEY
 MB0348'DISK, STAMPED DENIKER NO 1 1937, SET IN THE TOP OF A LARGE SANDSTONE
 MB0348'ROCK WHICH PROJECTS ABOUT 2 FEET.  IT IS 37 FEET SOUTH OF THE
 MB0348'SOUTHEAST CORNER OF THE DENIKER FARM HOUSE, 108 FEET
 MB0348'NORTH-NORTHEAST OF THE FENCE CORNER.
 MB0348'
 MB0348'REFERENCE MARK NUMBER 2 IS A STANDARD PENNSYLVANIA GEODETIC SURVEY
 MB0348'DISK, STAMPED DENIKER NO 2 1937, SET IN THE TOP OF A SMALL SANDSTONE
 MB0348'ROCK WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS ABOUT 17 FEET
 MB0348'EAST OF A NORTH-SOUTH FENCE, 1 FOOT NORTH OF AN 8 INCH ELM TREE,
 MB0348'260 FEET SOUTH OF THE SOUTHWEST CORNER OF THE DENIKER FARM HOUSE.
 MB0348'
 MB0348'AZIMUTH MARK IS A STANDARD DISK, STAMPED DENIKER 1937 RESET 1958, SET
 MB0348'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 MB0348'IT IS ABOUT 1 FOOT EAST OF A STANDARD METAL WITNESS POST, 29 FEET
 MB0348'NORTH OF STATE HIGHWAY 208, 2 FEET EAST OF A TELEPHONE LINE POLE.
 MB0348'
 MB0348'DENIKER (PGS) 1937 IS A STANDARD PENNSYLVANIA GEODETIC SURVEY DISK,
 MB0348'SET IN THE TOP OF A SMALL OUTCROPPING SANDSTONE ROCK WHICH IS FLUSH
 MB0348'WITH THE GROUND SURFACE.  IT IS ABOUT 127 FEET NORTH OF AN 8-INCH ELM
 MB0348'TREE, 10 FEET EAST OF A FENCE CORNER, 133 FEET SOUTH OF THE
 MB0348'SOUTHWEST CORNER OF THE DENIKER FARM HOUSE.
 MB0348
 MB0348                          STATION RECOVERY (1958)
 MB0348
 MB0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 MB0348'3 MI NE FROM GROVE CITY.
 MB0348'ABOUT 3 AND 2 TENTHS MILES NORTH EAST ALONG STATE HIGHWAY 208
 MB0348'THEN NORTH WEST ALONG A BLACKTOP ROAD TO THE FARM HOME OF MR.
 MB0348'GEORGE DENIKER.  LOCATED 143 FEET SOUTH OF THE SOUTHWEST CORNER
 MB0348'OF HOUSE, 82 FEET NORTHEAST OF A FENCE CORNER, 18 FEET SOUTH-WEST
 MB0348'OF A FENCE CORNER, 126 FEET SOUTH SOUTHWEST OF RM NO 1, 117 FEET
 MB0348'NORTH NORTHWEST OF RM NO 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2237 ***********************************************************************
 MA2237  DESIGNATION -  DENTS
 MA2237  PID         -  MA2237
 MA2237  STATE/COUNTY-  PA/CAMERON
 MA2237  USGS QUAD   -  RATHBUN (1986)
 MA2237
 MA2237                         *CURRENT SURVEY CONTROL
 MA2237  ___________________________________________________________________
 MA2237* NAD 83(1992)-  41 24 56.38478(N)    078 23 58.61138(W)     ADJUSTED  
 MA2237* NAVD 88     -       716.4    (meters)    2350.     (feet)  VERTCON   
 MA2237  ___________________________________________________________________
 MA2237  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 MA2237  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 MA2237
 MA2237  HORZ ORDER  -  SECOND
 MA2237
 MA2237.The horizontal coordinates were established by classical geodetic methods
 MA2237.and adjusted by the National Geodetic Survey in June 2002..
 MA2237
 MA2237.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2237
 MA2237.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2237
 MA2237.The geoid height was determined by GEOID03.
 MA2237
 MA2237;                    North         East     Units Scale Factor Converg.
 MA2237;SPC PA N     -   138,909.449   545,692.239   MT  0.99995684   -0 25 47.1
 MA2237;SPC PA N     -   455,738.75  1,790,325.29   sFT  0.99995684   -0 25 47.1
 MA2237;UTM  17      - 4,588,164.812   717,326.186   MT  1.00018128   +1 43 15.1
 MA2237
 MA2237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2237!SPC PA N     -   0.99989264  x   0.99995684  =   0.99984949
 MA2237!UTM  17      -   0.99989264  x   1.00018128  =   1.00007390
 MA2237
 MA2237|---------------------------------------------------------------------|
 MA2237| PID    Reference Object                     Distance      Geod. Az  |
 MA2237|                                                           dddmmss.s |
 MA2237| CJ9639 DENTS RM 1                           22.815 METERS 13242     |
 MA2237| MA2233 ENGLISH                             APPROX.16.7 KM 1444859.7 |
 MA2237| CJ9640 DENTS RM 2                           24.432 METERS 32414     |
 MA2237|---------------------------------------------------------------------|
 MA2237
 MA2237                          SUPERSEDED SURVEY CONTROL
 MA2237
 MA2237  NAD 83(1986)-  41 24 56.38563(N)    078 23 58.61167(W) AD(       ) 2
 MA2237  NAD 27      -  41 24 56.16478(N)    078 23 59.55182(W) AD(       ) 2
 MA2237  NGVD 29 (07/19/86)  716.5    (m)         2351.     (f) VERT ANG       
 MA2237
 MA2237.Superseded values are not recommended for survey control.
 MA2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2237.See file dsdata.txt to determine how the superseded data were derived.
 MA2237
 MA2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF1732688165(NAD 83)
 MA2237_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2237
 MA2237  HISTORY     - Date     Condition        Report By
 MA2237  HISTORY     - 1968     MONUMENTED       CGS
 MA2237
 MA2237                          STATION DESCRIPTION
 MA2237
 MA2237'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA2237'THE STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF EMPORIUM, 8.5
 MA2237'MILES NORTH OF MEDIX RUN, 8 MILES EAST-SOUTHEAST OF ST. MARYS AND ON
 MA2237'STATE GAME LANDS.
 MA2237'
 MA2237'TO REACH THE STATION FROM THE POST OFFICE IN EMPORIUM, GO WEST ON
 MA2237'U.S. HIGHWAY 120 FOR 5.0 MILES TO A SIDE ROAD ON THE LEFT, TURN
 MA2237'LEFT, CROSSING RAILROAD TRACKS AND STEEL BRIDGE, AND GO SOUTHWEST ON
 MA2237'THE GRAVELED ROAD FOR 0.95 MILE TO A FORK, TAKE THE RIGHT FORK
 MA2237'AND CONTINUE SOUTHWEST ON THE GRAVELED ROAD FOR 1.05 MILES TO A SIDE
 MA2237'ROAD ON THE RIGHT, CONTINUE SOUTH ON THE GRAVELED ROAD FOR
 MA2237'0.95 MILE TO A SIDE ROAD ON THE LEFT, CONTINUE SOUTH ON THE GRAVELED
 MA2237'ROAD FOR 1.4 MILES TO A FORK, TAKE THE RIGHT FORK AND GO SOUTH FOR
 MA2237'0.05 MILE TO A LOCKED GATE, (GET THE KEY FROM THE STATE GAME
 MA2237'PROTECTOR IN EMPORIUM) PASS THROUGH GATE AND GO SOUTH AND WEST ON THE
 MA2237'GRAVELED ROAD FOR 5.2 MILES TO A DIM WOODS ROAD AND A 14-INCH
 MA2237'TRIANGULAR BLAZED TREE ON THE LEFT, THIS IS ABOUT 300 FEET BEFORE
 MA2237'REACHING SUMMIT OF HILL, TURN LEFT AND GO EAST AND SOUTHEAST ON THE
 MA2237'WOODS ROAD FOR 0.7 MILE TO THE HIGHEST POINT OF HILL AND STATION.
 MA2237'
 MA2237'THE STATION MARK IS 27 FEET SOUTHWEST OF A 12-INCH TRIANGULAR BLAZED
 MA2237'TREE, 15 FEET EAST OF A 14-INCH TRIANGULAR BLAZED TREE AND 5.7 FEET
 MA2237'SOUTH OF A METAL WITNESS POST.  THE MARK IS A STANDARD DISK SET IN
 MA2237'THE TOP OF A SQUARE CONCRETE POST PROJECTING 5 INCHES AND IS
 MA2237'STAMPED DENTS 1968.
 MA2237'
 MA2237'REFERENCE MARK NO. 1 IS 24 FEET SOUTHEAST OF A 12-INCH TRIANGULAR
 MA2237'BLAZED TREE, 19 FEET NORTH-NORTHEAST OF A 14-INCH TRIANGULAR
 MA2237'BLAZED TREE AND 2.7 FEET NORTHWEST OF A METAL WITNESS POST.  THE MARK
 MA2237'IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 MA2237'PROJECTING 3 INCHES AND IS STAMPED DENTS NO 1 1968.
 MA2237'
 MA2237'REFERENCE MARK NO. 2 IS 29 FEET NORTHWEST OF A 16-INCH TRIANGULAR
 MA2237'BLAZED TREE, 4 FEET SOUTHEAST OF A 12-INCH TRIANGULAR BLAZED TREE
 MA2237'AND 2.4 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.  THE MARK IS A
 MA2237'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 MA2237'PROJECTING 2 INCHES AND IS STAMPED DENTS NO 2 1968.
 MA2237'
 MA2237'NOTE-STATION MARK AND REFERENCE MARKS ARE PAINTED YELLOW.
 MA2237'
 MA2237'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3012 ***********************************************************************
 KW3012  DESIGNATION -  DENVER
 KW3012  PID         -  KW3012
 KW3012  STATE/COUNTY-  PA/LANCASTER
 KW3012  USGS QUAD   -  WOMELSDORF (1984)
 KW3012
 KW3012                         *CURRENT SURVEY CONTROL
 KW3012  ___________________________________________________________________
 KW3012* NAD 83(1992)-  40 15 04.82362(N)    076 08 12.27890(W)     ADJUSTED  
 KW3012* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 KW3012  ___________________________________________________________________
 KW3012  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 KW3012  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 KW3012
 KW3012  HORZ ORDER  -  SECOND
 KW3012
 KW3012.The horizontal coordinates were established by classical geodetic methods
 KW3012.and adjusted by the National Geodetic Survey in June 2002..
 KW3012
 KW3012.The orthometric height was scaled from a topographic map.
 KW3012
 KW3012.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3012
 KW3012.The geoid height was determined by GEOID03.
 KW3012
 KW3012;                    North         East     Units Scale Factor Converg.
 KW3012;SPC PA S     -   103,184.096   737,243.356   MT  0.99996552   +1 02 48.0
 KW3012;SPC PA S     -   338,529.82  2,418,772.58   sFT  0.99996552   +1 02 48.0
 KW3012;UTM  18      - 4,456,273.808   403,323.495   MT  0.99971505   -0 44 04.4
 KW3012
 KW3012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3012!SPC PA S     -   0.99996957  x   0.99996552  =   0.99993509
 KW3012!UTM  18      -   0.99996957  x   0.99971505  =   0.99968463
 KW3012
 KW3012:                Primary Azimuth Mark                     Grid Az
 KW3012:SPC PA S     -  CUSHION                                  041 30 12.7
 KW3012:UTM  18      -  CUSHION                                  043 17 05.1
 KW3012
 KW3012|---------------------------------------------------------------------|
 KW3012| PID    Reference Object                     Distance      Geod. Az  |
 KW3012|                                                           dddmmss.s |
 KW3012| KW3008 CUSHION                             APPROX. 7.9 KM 0423300.7 |
 KW3012|---------------------------------------------------------------------|
 KW3012
 KW3012                          SUPERSEDED SURVEY CONTROL
 KW3012
 KW3012  NAD 83(1986)-  40 15 04.81529(N)    076 08 12.28246(W) AD(       ) 2
 KW3012  NAD 27      -  40 15 04.48200(N)    076 08 13.48000(W) AD(       ) 2
 KW3012
 KW3012.Superseded values are not recommended for survey control.
 KW3012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3012.See file dsdata.txt to determine how the superseded data were derived.
 KW3012
 KW3012_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK0332356274(NAD 83)
 KW3012_MARKER: DS = TRIANGULATION STATION DISK
 KW3012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3012_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW3012+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2006
 KW3012
 KW3012  HISTORY     - Date     Condition        Report By
 KW3012  HISTORY     - 1942     MONUMENTED       CGS
 KW3012  HISTORY     - 1947     GOOD             CGS
 KW3012  HISTORY     - 20060409 GOOD             GEOCAC
 KW3012
 KW3012                          STATION DESCRIPTION
 KW3012
 KW3012'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW3012'THE STATION IS LOCATED ABOUT 1.5 MILES N OF DENVER, AND 4.5 MILES W
 KW3012'OF ADAMSTOWN ON A TIMBERED RIDGE, AND ON PROPERTY OWNED
 KW3012'BY HARRY KEITH. IT IS 20 FEET NW OF A WOODS ROAD, 50 FEET N OF A
 KW3012'TRIANGULAR-BLAZED 8-INCH COTTONWOOD TREE ON THE E
 KW3012'SIDE OF THE WOODS ROAD, AND 19 FEET NNE OF A TRIANGULAR-BLAZED 2-FOOT
 KW3012'OAK TREE. THE DISK IS STAMPED DENVER 1942 AND PROJECTS 5
 KW3012'INCHES.
 KW3012'
 KW3012'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 KW3012'SET IN CONCRETE.
 KW3012'
 KW3012'REFERENCE MARK NO. 1 IS S OF THE STATION AND 10 FEET E OF THE CENTER
 KW3012'OF THE WOODS ROAD.  THE DISK IS STAMPED DENVER NO. 1, 1942 AND
 KW3012'PROJECTS 6 INCHES.
 KW3012'
 KW3012'REFERENCE MARK NO. 2 IS WNW OF THE STATION, 5 FEET SSW OF A WOODS
 KW3012'TRAIL, AND 10 FEET E OF A TRIANGULAR-BLAZED 18-INCH OAK TREE.  THE
 KW3012'DISK IS STAMPED DENVER NO. 2 1942 AND PROJECTS 6 INCHES.
 KW3012'
 KW3012'NO AZIMUTH MARK WAS SET.
 KW3012'
 KW3012'TO REACH THE STATION FROM THE RAILROAD STATION IN DENVER GO NW ON
 KW3012'MAIN STREET FOR 0.25 MILE TO N SIXTH STREET RIGHT, TURN
 KW3012'RIGHT ON N SIXTH STREET AND GO 0.8 MILE TO A CROSS ROAD JUST BEFORE
 KW3012'REACHING A WHITE HOUSE ON THE LEFT, TURN LEFT ON GRAVEL
 KW3012'ROAD AND GO N FOR 0.6 MILE TO A FORKS ON THE EDGE OF THE HILL, BEAR
 KW3012'RIGHT AND GO 0.1 MILE TO A TRIANGULAR-BLAZED TREE ON THE
 KW3012'RIGHT, AND ONE ON THE LEFT, AND STATION.
 KW3012'
 KW3012'A 90-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 KW3012
 KW3012                          STATION RECOVERY (1947)
 KW3012
 KW3012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JW)
 KW3012'ORIGINAL DESCRIPTION ADEQUATE.
 KW3012
 KW3012                          STATION RECOVERY (2006)
 KW3012
 KW3012'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW3012'STATION AND BOTH REFERENCE MARKS LOCATED.
 KW3012'TO REACH MARKS GO NORTHWEST ON HORSESHOE TRAIL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1979 ***********************************************************************
 LZ1979  DESIGNATION -  DERSHEM
 LZ1979  PID         -  LZ1979
 LZ1979  STATE/COUNTY-  PA/UNION
 LZ1979  USGS QUAD   -  ALLENWOOD (1973)
 LZ1979
 LZ1979                         *CURRENT SURVEY CONTROL
 LZ1979  ___________________________________________________________________
 LZ1979* NAD 83(1992)-  41 03 50.77977(N)    076 55 01.67157(W)     ADJUSTED  
 LZ1979* NAVD 88     -       228.8    (meters)     751.     (feet)  VERTCON   
 LZ1979  ___________________________________________________________________
 LZ1979  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 LZ1979  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 LZ1979
 LZ1979  HORZ ORDER  -  SECOND
 LZ1979
 LZ1979.The horizontal coordinates were established by classical geodetic methods
 LZ1979.and adjusted by the National Geodetic Survey in June 2002..
 LZ1979
 LZ1979.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1979
 LZ1979.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1979
 LZ1979.The geoid height was determined by GEOID03.
 LZ1979
 LZ1979;                    North         East     Units Scale Factor Converg.
 LZ1979;SPC PA N     -   100,000.403   670,002.874   MT  0.99997574   +0 33 03.5
 LZ1979;SPC PA N     -   328,084.66  2,198,167.76   sFT  0.99997574   +0 33 03.5
 LZ1979;UTM  18      - 4,547,644.072   338,918.489   MT  0.99991935   -1 15 34.7
 LZ1979
 LZ1979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1979!SPC PA N     -   0.99996935  x   0.99997574  =   0.99994509
 LZ1979!UTM  18      -   0.99996935  x   0.99991935  =   0.99988870
 LZ1979
 LZ1979|---------------------------------------------------------------------|
 LZ1979| PID    Reference Object                     Distance      Geod. Az  |
 LZ1979|                                                           dddmmss.s |
 LZ1979| CB3982 DERSHEM RM 2                          6.672 METERS 07158     |
 LZ1979| LZ1976 VINES                               APPROX. 3.7 KM 0762052.0 |
 LZ1979| CB3981 DERSHEM RM 1                          5.978 METERS 18517     |
 LZ1979|---------------------------------------------------------------------|
 LZ1979
 LZ1979                          SUPERSEDED SURVEY CONTROL
 LZ1979
 LZ1979  NAD 83(1986)-  41 03 50.77895(N)    076 55 01.66474(W) AD(       ) 2
 LZ1979  NAD 27      -  41 03 50.47580(N)    076 55 02.79550(W) AD(       ) 2
 LZ1979  NGVD 29 (07/19/86)  229.0    (m)          751.     (f) VERT ANG       
 LZ1979
 LZ1979.Superseded values are not recommended for survey control.
 LZ1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1979.See file dsdata.txt to determine how the superseded data were derived.
 LZ1979
 LZ1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL3891847644(NAD 83)
 LZ1979_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1979
 LZ1979  HISTORY     - Date     Condition        Report By
 LZ1979  HISTORY     - 1959     MONUMENTED       CGS
 LZ1979
 LZ1979                          STATION DESCRIPTION
 LZ1979
 LZ1979'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LZ1979'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTHWEST OF MILTON, ABOUT 3
 LZ1979'1/2 MILES SOUTHWEST OF WATSONTOWN, ABOUT 2-1/2 MILES
 LZ1979'WEST-SOUTHWEST OF WHITE DEER, IN A FENCE CORNER NEAR THE SUMMIT OF A
 LZ1979'HILL WHICH IS UNDER CULTIVATION TO THE EAST OF THE STATION, THE
 LZ1979'SOUTH, WEST AND NORTH SLOPES OF THE HILL IS COVERED WITH SMALL PINE
 LZ1979'TREES AND IS ON PROPERTY OWNED BY MR. SIMON P. DERSHEM.  THE
 LZ1979'STATION IS ABOUT 10 FEET LOWER THAN THE HIGHEST POINT OF THE HILL AND
 LZ1979'IS ON THE WEST SLOPE OF THE HILL.
 LZ1979'
 LZ1979'TO REACH THE STATION FROM THE POST OFFICE WHICH IS LOCATED IN A
 LZ1979'SERVICE STATION AT THE NORTHEAST ANGLE OF THE INTERSECTION
 LZ1979'OF THE JUNCTION OF U.S. HIGHWAY 15 AND THE WHITE DEER PIKE ROUTE 624
 LZ1979'IN WHITE DEER.  GO WEST AND SOUTHWEST ON WHITE DEER PIKE ROUTE 624
 LZ1979'FOR 3.4 MILES TO A T-ROAD INTERSECTION.  TURN LEFT AND GO
 LZ1979'SOUTH-SOUTHEAST ON A MACADAM ROAD FOR 0.68 MILE TO A CROSSROAD.
 LZ1979'CONTINUE SOUTHEAST ON A MACADAM ROAD FOR 0.31 MILE TO THE TOP OF THE
 LZ1979'HILL AND A TRACK ROAD ON THE LEFT HAND SIDE OF THE ROAD.  TURN
 LZ1979'LEFT AND GO EAST AND NORTHEAST ON THE TRACK ROAD FOR 0.46 MILE TO
 LZ1979'A FORK, ABOUT 75 YARDS BEFORE REACHING A FARM HOUSE.  TURN LEFT AND
 LZ1979'FOLLOW THE TRACK ROAD AROUND THE EDGE OF THE HILL FOR 0.1 MILE
 LZ1979'THENCE TURN LEFT AND GO NORTH UP THE HILL ON A TRACK ROAD FOR 0.1
 LZ1979'MILE TO A FENCE CORNER AND THE STATION AS DESCRIBED.
 LZ1979'
 LZ1979'THE STATION MARK, A STANDARD DISK STAMPED DERSHEM 1959, IS SET IN THE
 LZ1979'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 LZ1979'OF THE GROUND.
 LZ1979'
 LZ1979'REFERENCE MARK 1, A STANDARD DISK STAMPED DERSHEM NO 1 1959, IS SET
 LZ1979'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 1
 LZ1979'INCH ABOVE THE SURFACE OF THE GROUND.  IT IS SET IN A NORTH AND SOUTH
 LZ1979'FENCE ROW.
 LZ1979'
 LZ1979'REFERENCE MARK 2, A STANDARD DISK STAMPED DERSHEM NO 2 1959, IS SET
 LZ1979'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS ABOUT 2 INCHES
 LZ1979'BELOW THE SURFACE OF THE GROUND.  IT IS SET IN A EAST AND WEST FENCE
 LZ1979'ROW.
 LZ1979'
 LZ1979'STATION VINES MAY BE USED AS AN AZIMUTH MARK.
 LZ1979'
 LZ1979'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2146 ***********************************************************************
 KX2146  DESIGNATION -  DESHON
 KX2146  PID         -  KX2146
 KX2146  STATE/COUNTY-  PA/BUTLER
 KX2146  USGS QUAD   -  BUTLER (1977)
 KX2146
 KX2146                         *CURRENT SURVEY CONTROL
 KX2146  ___________________________________________________________________
 KX2146* NAD 83(1992)-  40 52 16.64425(N)    079 56 25.01310(W)     ADJUSTED  
 KX2146* NAVD 88     -       405.7    (meters)    1331.     (feet)  VERTCON   
 KX2146  ___________________________________________________________________
 KX2146  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 KX2146  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KX2146
 KX2146  HORZ ORDER  -  SECOND
 KX2146
 KX2146.The horizontal coordinates were established by classical geodetic methods
 KX2146.and adjusted by the National Geodetic Survey in June 2002..
 KX2146
 KX2146.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2146
 KX2146.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2146
 KX2146.The geoid height was determined by GEOID03.
 KX2146
 KX2146;                    North         East     Units Scale Factor Converg.
 KX2146;SPC PA S     -   173,060.334   415,383.694   MT  0.99998640   -1 25 15.7
 KX2146;SPC PA S     -   567,782.11  1,362,804.67   sFT  0.99998640   -1 25 15.7
 KX2146;UTM  17      - 4,525,009.609   589,297.845   MT  0.99969815   +0 41 36.5
 KX2146
 KX2146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2146!SPC PA S     -   0.99994168  x   0.99998640  =   0.99992808
 KX2146!UTM  17      -   0.99994168  x   0.99969815  =   0.99963984
 KX2146
 KX2146:                Primary Azimuth Mark                     Grid Az
 KX2146:SPC PA S     -  HERMAN ST MARYS MONASTERY TANK           114 35 53.6
 KX2146:UTM  17      -  HERMAN ST MARYS MONASTERY TANK           112 29 01.4
 KX2146
 KX2146|---------------------------------------------------------------------|
 KX2146| PID    Reference Object                     Distance      Geod. Az  |
 KX2146|                                                           dddmmss.s |
 KX2146| KX2132 HERMAN ST MARYS MONASTERY TANK      APPROX.11.4 KM 1131037.9 |
 KX2146| KX2134 BUTLER PHILLIPS GAS RADIO MAST      APPROX. 5.9 KM 1195002.2 |
 KX2146| CX4391 DESHON AZ MK                                       1320244.7 |
 KX2146| KX2130 SAXONBURG MUNICIPAL TANK            APPROX.17.3 KM 1404156.2 |
 KX2146| CX4393 DESHON RM 1                          19.610 METERS 16612     |
 KX2146| CX4394 DESHON RM 2                          36.945 METERS 26822     |
 KX2146| CX4392 DESHON AZ MK 2                                     3574043.2 |
 KX2146|---------------------------------------------------------------------|
 KX2146
 KX2146                          SUPERSEDED SURVEY CONTROL
 KX2146
 KX2146  NAD 83(1995)-  40 52 16.64685(N)    079 56 25.01128(W) AD(       ) 2
 KX2146  NAD 83(1986)-  40 52 16.64742(N)    079 56 25.01594(W) AD(       ) 2
 KX2146  NAD 27      -  40 52 16.41320(N)    079 56 25.81170(W) AD(       ) 2
 KX2146  NGVD 29 (07/19/86)  405.8    (m)         1331.     (f) VERT ANG       
 KX2146
 KX2146.Superseded values are not recommended for survey control.
 KX2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2146.See file dsdata.txt to determine how the superseded data were derived.
 KX2146
 KX2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF8929825010(NAD 83)
 KX2146_MARKER: DS = TRIANGULATION STATION DISK
 KX2146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2146
 KX2146  HISTORY     - Date     Condition        Report By
 KX2146  HISTORY     - 1958     MONUMENTED       CGS
 KX2146  HISTORY     - 1967     GOOD             CGS
 KX2146  HISTORY     - 1975     GOOD             NGS
 KX2146
 KX2146                          STATION DESCRIPTION
 KX2146
 KX2146'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2146'THE STATION IS LOCATED AT THE EAST SIDE OF THE BUTLER VETERANS
 KX2146'ADMINISTRATION HOSPITAL, ABOUT 2.5 MILES
 KX2146'WEST-NORTHWEST OF BUTLER.
 KX2146'
 KX2146'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AND JEFFERSON
 KX2146'STREETS IN BUTLER, GO WESTERLY ON U.S. HIGHWAY 422 FOR 2.6
 KX2146'MILES TO A CROSSROADS AT THE NORTHEAST CORNER OF THE HOSPITAL
 KX2146'GROUNDS. TURN LEFT ON DUFFY ROAD FOR 0.1 MILE TO TWO LARGE
 KX2146'WATER TANKS AND THE STATION ON THE RIGHT.
 KX2146'
 KX2146'STATION MARKS ARE STANDARD DISKS STAMPED DESHON 1958. THE SURFACE
 KX2146'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 KX2146'THE GROUND. IT IS 35 FEET WEST OF THE CENTER OF DUFFY ROAD, 20.5 FEET
 KX2146'SOUTH-SOUTHWEST OF A STREET LIGHT POLE, 30 FEET NORTHEAST OF
 KX2146'THE NORTHEAST SIDE OF THE SOUTH ONE OF TWO TANKS, 31 FEET SOUTHEAST
 KX2146'OF THE SOUTHEAST SIDE OF THE NORTH ONE OF TWO TANKS AND
 KX2146'17.5 FEET SOUTHWEST OF THE CENTER OF A WOODEN GATE. THE
 KX2146'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES
 KX2146'BELOW THE SURFACE OF THE GROUND. A WITNESS POST WAS SET 12 FEET
 KX2146'EAST OF MARK.
 KX2146'
 KX2146'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DESHON NO 1 1958, IS
 KX2146'SET IN A SQUARE POST WHICH PROJECTS 1 INCH. IT IS 23.5 FEET
 KX2146'WEST OF THE CENTER OF DUFFY ROAD, 21 FEET NORTHWEST OF A GUY POLE, 20
 KX2146'FEET SOUTHEAST OF THE SOUTHEAST SIDE OF THE SOUTH ONE OF TWO
 KX2146'TANKS AND 0.5 FOOT WEST OF WIRE FENCE.
 KX2146'
 KX2146'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DESHON NO 2 1958, IS
 KX2146'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 KX2146'GROUND. IT IS 28 FEET NORTH OF THE SOUTHEAST OF THE BUILDING, 4 FEET
 KX2146'NORTHWEST OF A 6 INCH CAST IRON PIPE WHICH PROTECTS A
 KX2146'SHUT-OFF VALVE FOR THE WATER MAIN AND 2 FEET EAST OF THE EAST EDGE OF
 KX2146'THE BRICK BUILDING.
 KX2146'
 KX2146'AZIMUTH MARK, A STANDARD DISK STAMPED DESHON 1958, IS SET IN A SQUARE
 KX2146'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 31.5
 KX2146'FEET NORTH OF THE CENTER OF STATE HIGHWAY 68, 13 FEET WEST OF THE
 KX2146'CENTER OF THE DRIVEWAY, 6 FEET EAST-NORTHEAST OF A WATER
 KX2146'METER AND 2 FEET SOUTH OF POWER POLE.
 KX2146'
 KX2146'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON DUFFY ROAD
 KX2146'FOR 0.25 MILES TO CROSSROAD (STATE HIGHWAY 68), TURN LEFT ON
 KX2146'STATE HIGHWAY 68 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT, IN A
 KX2146'SMALL ROW OF EVERGREEN TREES.
 KX2146'
 KX2146'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 KX2146
 KX2146                          STATION RECOVERY (1967)
 KX2146
 KX2146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2146'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 KX2146'THE 1958 DESCRIPTION IS ADEQUATE. THE 1958 AZIMUTH MARK WILL
 KX2146'NO LONGER SEE FROM THE GROUND DUE TO A GROWTH OF TREES. AZIMUTH MARK
 KX2146'2 WAS SET AND IS DESCRIBED BELOW.
 KX2146'
 KX2146'AZIMUTH MARK 2 IS 18.0 FEET WEST OF THE CENTERLINE OF THE ROAD, 1.9
 KX2146'FEET EAST OF A WITNESS POST, 1.5 FEET SOUTH OF POWER POLE NO.
 KX2146'3A AND IS SET IN TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 KX2146'IT IS STAMPED DESHON AZ 2 1958 1967. TO REACH FROM THE
 KX2146'STATION, GO NORTH ON DUFFY ROAD FOR 0.1 MILE TO THE INTERSECTION OF
 KX2146'OLD U.S. HIGHWAY 422, CONTINUE NORTH, CROSSING HIGHWAY, FOR
 KX2146'0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 KX2146'
 KX2146'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2.5 MILES WNW OF
 KX2146'BUTLER.
 KX2146'
 KX2146'HEIGHT OF LIGHT ABOVE STATION MARK 72.6 FEET.
 KX2146
 KX2146                          STATION RECOVERY (1975)
 KX2146
 KX2146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KX2146'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 KX2146'CONDITION.  THE 1958 DESCRIPTION IS ADEQUATE.  A NEW WITNESS POST
 KX2146'WAS SET 9.5 FEET EAST OF THE STATION MARK AND A NEW POST SET 2 FEET
 KX2146'NORTH OF THE AZIMUTH MARK.
 KX2146'
 KX2146'VISIBILITY IS LIMITED IN ALL DIRECTIONS.
 KX2146'
 KX2146'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES WNW
 KX2146'OF BUTLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3022 ***********************************************************************
 KY3022  DESIGNATION -  DETZEL
 KY3022  PID         -  KY3022
 KY3022  STATE/COUNTY-  PA/BUTLER
 KY3022  USGS QUAD   -  EVANS CITY (1977)
 KY3022
 KY3022                         *CURRENT SURVEY CONTROL
 KY3022  ___________________________________________________________________
 KY3022* NAD 83(1992)-  40 50 04.94133(N)    080 05 40.56884(W)     ADJUSTED  
 KY3022* NAVD 88     -       388.     (meters)    1273.     (feet)  SCALED    
 KY3022  ___________________________________________________________________
 KY3022  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 KY3022  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KY3022
 KY3022  HORZ ORDER  -  SECOND
 KY3022
 KY3022.The horizontal coordinates were established by classical geodetic methods
 KY3022.and adjusted by the National Geodetic Survey in June 2002..
 KY3022
 KY3022.The orthometric height was scaled from a topographic map.
 KY3022
 KY3022.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3022
 KY3022.The geoid height was determined by GEOID03.
 KY3022
 KY3022;                    North         East     Units Scale Factor Converg.
 KY3022;SPC PA S     -   169,333.096   402,271.259   MT  0.99998192   -1 31 16.2
 KY3022;SPC PA S     -   555,553.67  1,319,784.96   sFT  0.99998192   -1 31 16.2
 KY3022;UTM  17      - 4,520,802.510   576,335.697   MT  0.99967172   +0 35 31.4
 KY3022
 KY3022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3022!SPC PA S     -   0.99994450  x   0.99998192  =   0.99992642
 KY3022!UTM  17      -   0.99994450  x   0.99967172  =   0.99961624
 KY3022
 KY3022|---------------------------------------------------------------------|
 KY3022| PID    Reference Object                     Distance      Geod. Az  |
 KY3022|                                                           dddmmss.s |
 KY3022| CX4395 DETZEL RM 1                          25.925 METERS 08841     |
 KY3022| CX4396 DETZEL RM 2                          23.597 METERS 21732     |
 KY3022| KY3023 ELWOOD CITY ATT MICROWAVE MAST      APPROX.10.9 KM 2763531.9 |
 KY3022| KY0209 POPLAR                              APPROX. 7.2 KM 3434544.6 |
 KY3022|---------------------------------------------------------------------|
 KY3022
 KY3022                          SUPERSEDED SURVEY CONTROL
 KY3022
 KY3022  NAD 83(1995)-  40 50 04.94225(N)    080 05 40.56469(W) AD(       ) 2
 KY3022  NAD 83(1986)-  40 50 04.94534(N)    080 05 40.57554(W) AD(       ) 2
 KY3022  NAD 27      -  40 50 04.71480(N)    080 05 41.37230(W) AD(       ) 2
 KY3022
 KY3022.Superseded values are not recommended for survey control.
 KY3022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3022.See file dsdata.txt to determine how the superseded data were derived.
 KY3022
 KY3022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF7633620803(NAD 83)
 KY3022_MARKER: DS = TRIANGULATION STATION DISK
 KY3022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3022
 KY3022  HISTORY     - Date     Condition        Report By
 KY3022  HISTORY     - 1959     MONUMENTED       CGS
 KY3022
 KY3022                          STATION DESCRIPTION
 KY3022
 KY3022'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 KY3022'STATION IS LOCATED ON A HIGH HILL, ABOUT 3 MILES NORTH-NORTHEAST
 KY3022'OF HARMONY, 1-1/2 MILES SOUTHEAST OF MIDDLE LANCASTER, 4-1/2 MILES
 KY3022'NORTH-NORTHWEST OF EVANSBURG AND IS ON PROPERTY OWNED AND
 KY3022'OCCUPIED BY MR. EDD DETZEL.
 KY3022'
 KY3022'STATION IS REACHED FROM THE POST OFFICE IN HARMONY.  GO NORTHEAST
 KY3022'ON MERCER STREET FOR 0.2 MILE TO A STEEL BRIDGE, CROSS THE BRIDGE
 KY3022'AND CONTINUE FOR 0.15 MILE TO THE JUNCTION WITH STATE LEGISLATIVE
 KY3022'ROUTE 10041.  TURN RIGHT AND GO EAST ON ROUTE 10041 FOR 0.22 MILE
 KY3022'TO A ROAD FORK, KEEP THE RIGHT ROAD AND FOLLOW STATE LEGISLATIVE
 KY3022'ROUTE 10098 FOR 0.1 MILE TO A ROAD FORK, KEEP THE LEFT ROAD AND
 KY3022'CONTINUE NORTH ON ROUTE 10098 FOR 0.9 MILE TO A FIELD ROAD LEFT.
 KY3022'TURN LEFT AND GO WEST ON THE FIELD ROAD FOR 0.13 MILE TO THE
 KY3022'STATION MARK ON THE RIGHT SIDE OF THE ROAD.
 KY3022'
 KY3022'STATION MARK IS A STANDARD DISK, STAMPED DETZEL 1959, SET IN THE
 KY3022'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 KY3022'SURFACE.  IT IS ABOUT 6 FEET NORTH OF THE CENTER OF A FIELD ROAD,
 KY3022'6 FEET SOUTH OF A CULTIVATED FIELD, 44 FEET WEST OF A 14-INCH
 KY3022'APPLE TREE AND ABOUT 80 FEET NORTHEAST OF A 10-INCH APPLE TREE.
 KY3022'
 KY3022'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DETZEL NO 1 1959,
 KY3022'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 KY3022'2 INCHES.  IT IS ABOUT 8 FEET NORTH OF THE CENTER OF THE FIELD
 KY3022'ROAD, 3 FEET SOUTH OF THE CULTIVATED FIELD AND ABOUT 40 FEET EAST
 KY3022'OF THE 14-INCH APPLE TREE.
 KY3022'
 KY3022'REFERENCE MARK 2 IS STAMPED DETZEL NO 2 1959, SET IN THE TOP OF A
 KY3022'SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH GROUND SURFACE.  IT
 KY3022'IS ABOUT 46 FEET SOUTH OF THE CENTER OF THE FIELD ROAD, 3 FEET
 KY3022'WEST OF THE WEST EDGE OF A CULTIVATED FIELD AND ABOUT 2 FEET
 KY3022'NORTH OF THE 10-INCH APPLE TREE.
 KY3022'
 KY3022'BOTH REFERENCE MARKS ARE ABOUT THE SAME ELEVATION AS THE STATION MARK.
 KY3022'
 KY3022'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3632 ***********************************************************************
 KV3632  DESIGNATION -  DEUBLER
 KV3632  PID         -  KV3632
 KV3632  STATE/COUNTY-  PA/BUCKS
 KV3632  USGS QUAD   -  LUMBERVILLE (1997)
 KV3632
 KV3632                         *CURRENT SURVEY CONTROL
 KV3632  ___________________________________________________________________
 KV3632* NAD 83(1992)-  40 22 39.32738(N)    075 01 05.71568(W)     ADJUSTED  
 KV3632* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 KV3632  ___________________________________________________________________
 KV3632  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 KV3632  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KV3632
 KV3632  HORZ ORDER  -  SECOND
 KV3632
 KV3632.The horizontal coordinates were established by classical geodetic methods
 KV3632.and adjusted by the National Geodetic Survey in June 2002..
 KV3632
 KV3632.The orthometric height was scaled from a topographic map.
 KV3632
 KV3632.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3632
 KV3632.The geoid height was determined by GEOID03.
 KV3632
 KV3632;                    North         East     Units Scale Factor Converg.
 KV3632;SPC PA S     -   119,536.541   831,938.130   MT  0.99996031   +1 46 20.4
 KV3632;SPC PA S     -   392,179.47  2,729,450.35   sFT  0.99996031   +1 46 20.4
 KV3632;SPC NJ       -   171,566.193   105,993.292   MT  0.99992383   -0 20 08.7
 KV3632;SPC NJ       -   562,880.08    347,746.33   sFT  0.99992383   -0 20 08.7
 KV3632;UTM  18      - 4,469,667.650   498,450.430   MT  0.99960003   -0 00 42.6
 KV3632
 KV3632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3632!SPC PA S     -   0.99998483  x   0.99996031  =   0.99994514
 KV3632!SPC NJ       -   0.99998483  x   0.99992383  =   0.99990866
 KV3632!UTM  18      -   0.99998483  x   0.99960003  =   0.99958486
 KV3632
 KV3632|---------------------------------------------------------------------|
 KV3632| PID    Reference Object                     Distance      Geod. Az  |
 KV3632|                                                           dddmmss.s |
 KV3632| CB3984 DEUBLER RM 1                         25.332 METERS 01803     |
 KV3632| CB3985 DEUBLER RM 2                         25.405 METERS 29731     |
 KV3632| CB3983 DEUBLER AZ MK                                      3270115.4 |
 KV3632|---------------------------------------------------------------------|
 KV3632
 KV3632                          SUPERSEDED SURVEY CONTROL
 KV3632
 KV3632  NAD 83(1996)-  40 22 39.32719(N)    075 01 05.71560(W) AD(       ) 2
 KV3632  NAD 83(1986)-  40 22 39.32463(N)    075 01 05.71905(W) AD(       ) 2
 KV3632  NAD 27      -  40 22 38.94300(N)    075 01 07.11200(W) AD(       ) 2
 KV3632
 KV3632.Superseded values are not recommended for survey control.
 KV3632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3632.See file dsdata.txt to determine how the superseded data were derived.
 KV3632
 KV3632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9845069668(NAD 83)
 KV3632_MARKER: DS = TRIANGULATION STATION DISK
 KV3632_SETTING: 66 = SET IN ROCK OUTCROP
 KV3632_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 KV3632
 KV3632  HISTORY     - Date     Condition        Report By
 KV3632  HISTORY     - 1942     MONUMENTED       CGS
 KV3632
 KV3632                          STATION DESCRIPTION
 KV3632
 KV3632'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV3632'THE STATION IS 4.65 MILES BY ROAD NE OF THE VILLAGE OF BUCKINGHAM ON
 KV3632'PROPERTY OWNED BY EDWARD L. DEUBLER, 76 FEET W BY N OF THE E CORNER
 KV3632'OF THE HOUSE, AND 54 FEET W BY S OF A DIRT ROAD.  IT IS STAMPED
 KV3632'DEUBLER 1942.
 KV3632'
 KV3632'STATION MARK IS A STANDARD DISK SET IN CONCRETE IN A DEPRESSION IN
 KV3632'OUTCROPPING BEDROCK.
 KV3632'
 KV3632'REFERENCE MARKS ARE STANDARD DISKS SET IN DRILL HOLES IN OUTCROPPING
 KV3632'BEDROCK.
 KV3632'
 KV3632'REFERENCE MARK NO. 1 IS N OF THE STATION AND 15 FEET NE OF THE CENTER
 KV3632'OF A DIRT ROAD.  IT IS STAMPED DEUBLER NO. 1 1942.
 KV3632'
 KV3632'REFERENCE MARK NO. 2 IS W BY N OF THE STATION AND 7 FEET E OF A
 KV3632'24-INCH OAK TREE.  IT IS STAMPED DEUBLR NO. 2 1942.
 KV3632'
 KV3632'THE AZIMUTH MARK IS 0.25 MILE NW OF THE STATION, 16 FEET E BY S OF A
 KV3632'DIRT ROAD, 9 FEET E OF A TELEPHONE POLE NO. 16, AND 1 FOOT W BY S OF
 KV3632'A FENCE LINE.  IT IS A STANDARD DISK STAMPED DEUBLER 1942 AND
 KV3632'PROJECTS 6 INCHES.
 KV3632'
 KV3632'TO REACH THE STATION FROM THE POST OFFICE IN BUCKINGHAM FOLLOW
 KV3632'HIGHWAY 263 FOR 1.95 MILES TO ITS JUNCTION WITH HIGHWAY 202.  KEEP
 KV3632'LEFT ON HIGHWAY 263 FOR 2.4 MILES, TURN LEFT AND FOLLOW DIRT ROAD FOR
 KV3632'0.3 MILE TO THE SUMMIT AND RESIDENCE OF MR. DEUBLER AND THE STATION
 KV3632'ON THE LEFT.
 KV3632'
 KV3632'A 64-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT GARDEN 1929.
 KV3632'
 KV3632'A 37-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT BUCKINGHAM.
 KV3632'
 KV3632'A 4-FOOT STAND WILL SEE AN 87-FOOT LIGHT AT TARANKO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1786 ***********************************************************************
 LZ1786  DESIGNATION -  DEVILS
 LZ1786  PID         -  LZ1786
 LZ1786  STATE/COUNTY-  PA/CENTRE
 LZ1786  USGS QUAD   -  SNOW SHOE SE (1983)
 LZ1786
 LZ1786                         *CURRENT SURVEY CONTROL
 LZ1786  ___________________________________________________________________
 LZ1786* NAD 83(1992)-  41 00 13.95300(N)    077 50 59.75838(W)     ADJUSTED  
 LZ1786* NAVD 88     -       672.4    (meters)    2206.     (feet)  VERTCON   
 LZ1786  ___________________________________________________________________
 LZ1786  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 LZ1786  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LZ1786
 LZ1786  HORZ ORDER  -  SECOND
 LZ1786
 LZ1786.The horizontal coordinates were established by classical geodetic methods
 LZ1786.and adjusted by the National Geodetic Survey in June 2002..
 LZ1786
 LZ1786.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1786
 LZ1786.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1786
 LZ1786.The geoid height was determined by GEOID03.
 LZ1786
 LZ1786;                    North         East     Units Scale Factor Converg.
 LZ1786;SPC PA N     -    92,980.026   591,592.768   MT  0.99998273   -0 03 58.0
 LZ1786;SPC PA N     -   305,051.97  1,940,917.27   sFT  0.99998273   -0 03 58.0
 LZ1786;UTM  18      - 4,543,100.137   260,316.397   MT  1.00030712   -1 52 14.7
 LZ1786
 LZ1786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1786!SPC PA N     -   0.99989971  x   0.99998273  =   0.99988244
 LZ1786!UTM  18      -   0.99989971  x   1.00030712  =   1.00020680
 LZ1786
 LZ1786|---------------------------------------------------------------------|
 LZ1786| PID    Reference Object                     Distance      Geod. Az  |
 LZ1786|                                                           dddmmss.s |
 LZ1786| CJ9645 DEVILS RM 1                          15.974 METERS 06045     |
 LZ1786| KW2940 AIRWAY BN 52 A SW OF MILESBURG      APPROX. 9.9 KM 1571836.1 |
 LZ1786| CJ9644 DEVILS AZ MK                                       2503459.9 |
 LZ1786| CJ9646 DEVILS RM 2                          15.595 METERS 30542     |
 LZ1786|---------------------------------------------------------------------|
 LZ1786
 LZ1786                          SUPERSEDED SURVEY CONTROL
 LZ1786
 LZ1786  NAD 83(1986)-  41 00 13.95402(N)    077 50 59.76013(W) AD(       ) 2
 LZ1786  NAD 27      -  41 00 13.74470(N)    077 51 00.73480(W) AD(       ) 2
 LZ1786  NGVD 29 (07/19/86)  672.6    (m)         2207.     (f) VERT ANG       
 LZ1786
 LZ1786.Superseded values are not recommended for survey control.
 LZ1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1786.See file dsdata.txt to determine how the superseded data were derived.
 LZ1786
 LZ1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL6031643100(NAD 83)
 LZ1786_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1786
 LZ1786  HISTORY     - Date     Condition        Report By
 LZ1786  HISTORY     - 1959     MONUMENTED       CGS
 LZ1786
 LZ1786                          STATION DESCRIPTION
 LZ1786
 LZ1786'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LZ1786'STATION IS LOCATED ON A HIGH WOODED HILL KNOWN AS DEVILS ELBOW, ABOUT
 LZ1786'10.0 MILES WEST OF HOWARD, 5-1/2 MILES NORTHWEST OF MILESBURG,
 LZ1786'5-1/2 MILES EAST-SOUTHEAST OF SNOW SHOE AND IS ON PROPERTY OF THE
 LZ1786'ARMSTRONG FOREST COMPANY.
 LZ1786'
 LZ1786'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 220 AND STATE
 LZ1786'HIGHWAY 53 IN MILESBURG, GO WEST AND SOUTHWEST ON U.S. HIGHWAY
 LZ1786'220 AND STATE HIGHWAY 53 FOR 1.7 MILES TO WHERE STATE HIGHWAY 53
 LZ1786'TURNS RIGHT.  TURN RIGHT AND GO NORTHWEST ON STATE HIGHWAY
 LZ1786'53 FOR 3.4 MILES TO A FORK, KEEP RIGHT FORK ON STATE HIGHWAY 53 FOR
 LZ1786'2.45 MILES TO AZIMUTH MARK ON RIGHT, NORTH SIDE OF ROAD.
 LZ1786'CONTINUE NORTHWEST ON HIGHWAY 53 FOR 0.7 MILE TO A GRAVELED ROAD
 LZ1786'RIGHT, (0.1 MILE BEFORE REACHING A RAILROAD CROSSING ON HIGHWAY),
 LZ1786'TURN RIGHT AND GO NORTHEAST AND EAST ON GRAVEL ROAD FOR 1.45 MILES TO
 LZ1786'A SIDE ROAD LEFT.  CONTINUE STRAIGHT AHEAD ON MAIN ROAD FOR 0.65 MILE
 LZ1786'TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON WOODS ROAD
 LZ1786'AROUND EAST SIDE OF MOUNTAIN FOR 0.8 MILE TO 10-INCH TRIANGULAR
 LZ1786'BLAZED OAK TREE ON LEFT IN THE SADDLE OF THE RIDGE.  TURN SHARP LEFT
 LZ1786'ON DIM WOODS ROAD AND GO SOUTH FOR 0.6 MILE TO END OF RIDGE AND
 LZ1786'STATION AS DESCRIBED.
 LZ1786'
 LZ1786'THE STATION MARK, A STANDARD DISK STAMPED DEVILS 1959, IS SET IN TOP
 LZ1786'OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE
 LZ1786'SURFACE OF THE GROUND.  IT IS 4.7 FEET NORTHEAST OF A STANDARD METAL
 LZ1786'WITNESS POST AND MARKER, 24 FEET NORTHEAST OF A 13-INCH TRIANGULAR
 LZ1786'BLAZED OAK TREE AND 24 FEET NORTH OF SOUTH SIDE OF HILL.
 LZ1786'
 LZ1786'REFERENCE MARK 1, A STANDARD DISK STAMPED DEVILS NO 1 1959, IS SET IN
 LZ1786'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE
 LZ1786'SURFACE OF THE GROUND.  IT IS 57 FEET EAST-NORTHEAST OF A STANDARD
 LZ1786'METAL WITNESS POST AND MARKER, 31 FEET NORTH OF A DIM WOODS ROAD AND
 LZ1786'75 FEET NORTHEAST OF A 13-INCH TRIANGULAR BLAZED OAK TREE.
 LZ1786'
 LZ1786'REFERENCE MARK 2, A STANDARD DISK STAMPED DEVILS NO 2 1959, IS SET IN
 LZ1786'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH ABOVE THE
 LZ1786'SURFACE OF THE GROUND.  IT IS 50 FEET WEST OF A STANDARD METAL
 LZ1786'WITNESS POST AND MARKER, 57 FEET NORTHWEST OF A 13-INCH TRIANGULAR
 LZ1786'BLAZED OAK TREE AND IS 3 FEET LOWER THAN STATION.
 LZ1786'
 LZ1786'THE AZIMUTH MARK, A STANDARD DISK STAMPED DEVILS 1959, IS SET IN TOP
 LZ1786'OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE
 LZ1786'SURFACE OF THE GROUND.  IT IS 2 FEET SOUTH OF A STANDARD METAL
 LZ1786'WITNESS POST AND MARKER, 2 FEET SOUTH OF A TELEPHONE POLE NO 133-280
 LZ1786'AND 41 FEET EAST-NORTHEAST OF CENTER OF STATE HIGHWAY 53.
 LZ1786'
 LZ1786'HEIGHT OF LIGHT ABOVE STATION MARK 18.45 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3585 ***********************************************************************
 KV3585  DESIGNATION -  DEW
 KV3585  PID         -  KV3585
 KV3585  STATE/COUNTY-  PA/NORTHAMPTON
 KV3585  USGS QUAD   -  EASTON (1994)
 KV3585
 KV3585                         *CURRENT SURVEY CONTROL
 KV3585  ___________________________________________________________________
 KV3585* NAD 83(1992)-  40 40 06.64527(N)    075 11 30.78563(W)     ADJUSTED  
 KV3585* NAVD 88     -       218.1    (meters)     716.     (feet)  VERTCON   
 KV3585  ___________________________________________________________________
 KV3585  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 KV3585  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KV3585
 KV3585  HORZ ORDER  -  FIRST
 KV3585
 KV3585.The horizontal coordinates were established by classical geodetic methods
 KV3585.and adjusted by the National Geodetic Survey in June 2002..
 KV3585
 KV3585.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV3585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV3585
 KV3585.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3585
 KV3585.The geoid height was determined by GEOID03.
 KV3585
 KV3585;                    North         East     Units Scale Factor Converg.
 KV3585;SPC PA S     -   151,385.517   816,264.718   MT  0.99996671   +1 39 34.9
 KV3585;SPC PA S     -   496,670.65  2,678,028.50   sFT  0.99996671   +1 39 34.9
 KV3585;SPC NJ       -   203,969.510    91,503.104   MT  0.99994211   -0 27 03.2
 KV3585;SPC NJ       -   669,189.97    300,206.43   sFT  0.99994211   -0 27 03.2
 KV3585;UTM  18      - 4,501,977.572   483,781.602   MT  0.99960324   -0 07 30.2
 KV3585
 KV3585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3585!SPC PA S     -   0.99997114  x   0.99996671  =   0.99993785
 KV3585!SPC NJ       -   0.99997114  x   0.99994211  =   0.99991325
 KV3585!UTM  18      -   0.99997114  x   0.99960324  =   0.99957439
 KV3585
 KV3585:                Primary Azimuth Mark                     Grid Az
 KV3585:SPC PA S     -  PHILLIPSBURG HIGH SCH FINIAL             358 59 34.1
 KV3585:SPC NJ       -  PHILLIPSBURG HIGH SCH FINIAL             001 06 12.2
 KV3585:UTM  18      -  PHILLIPSBURG HIGH SCH FINIAL             000 46 39.2
 KV3585
 KV3585|---------------------------------------------------------------------|
 KV3585| PID    Reference Object                     Distance      Geod. Az  |
 KV3585|                                                           dddmmss.s |
 KV3585| KV3582 PHILLIPSBURG HIGH SCH FINIAL        APPROX. 3.2 KM 0003909.0 |
 KV3585| KV3593 PHILLIPSBURG CATHOLIC CH SPIRE      APPROX. 1.9 KM 0021256.4 |
 KV3585| KV3592 PHILLIPSBURG STANDARD SILK STK      APPROX. 2.2 KM 0104414.6 |
 KV3585| CB3993 DEW RM 1                             21.210 METERS 22852     |
 KV3585| CB3994 DEW RM 2                             25.540 METERS 29337     |
 KV3585| KV3589 EASTON LAFAYETTE COLL FINIAL        APPROX. 3.6 KM 3360600.3 |
 KV3585| CB3992 DEW AZ MK                                          3543637.8 |
 KV3585|---------------------------------------------------------------------|
 KV3585
 KV3585                          SUPERSEDED SURVEY CONTROL
 KV3585
 KV3585  NAD 83(1996)-  40 40 06.64520(N)    075 11 30.78582(W) AD(       ) 1
 KV3585  NAD 83(1986)-  40 40 06.64352(N)    075 11 30.78881(W) AD(       ) 1
 KV3585  NAD 27      -  40 40 06.28500(N)    075 11 32.15900(W) AD(       ) 1
 KV3585  NGVD 29 (07/19/86)  218.3    (m)          716.     (f) VERT ANG       
 KV3585
 KV3585.Superseded values are not recommended for survey control.
 KV3585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3585.See file dsdata.txt to determine how the superseded data were derived.
 KV3585
 KV3585_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8378201978(NAD 83)
 KV3585_MARKER: DD = SURVEY DISK
 KV3585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3585
 KV3585  HISTORY     - Date     Condition        Report By
 KV3585  HISTORY     - 1933     MONUMENTED       CGS
 KV3585  HISTORY     - 1960     GOOD             CGS
 KV3585  HISTORY     - 1973     GOOD             PADT
 KV3585  HISTORY     - 1974     GOOD             NGS
 KV3585  HISTORY     - 1975     GOOD             PADT
 KV3585
 KV3585                          STATION DESCRIPTION
 KV3585
 KV3585'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV3585'STATION MARK IS A STANDARD LAFAYETTE COLLEGE BRASS DISK STAMPED DEW
 KV3585'1933 SET IN A 6-INCH SQUARE CONCRETE MONUMENT 6 INCHES BELOW THE
 KV3585'GROUND.  IT IS IN A ROCKY CULTIVATED CLOVERFIELD.
 KV3585'
 KV3585'UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 KV3585'CONCRETE AS DESCRIBED.
 KV3585'
 KV3585'REFERENCE MARK NO. 1 IS 12 FEET W OF THE CENTER LINE OF THE FARM ROAD
 KV3585'AND IN THE EXTREME TIP OF A POINT OF WOODS FORMED BY TWO FIELDS
 KV3585'INTERSECTING.
 KV3585'
 KV3585'REFERENCE MARK NO. 2 IS 17 FEET W OF THE CENTER LINE OF THE FARM ROAD
 KV3585'AND 12 FEET W OF THE EDGE OF THE WOODS.  BOTH REFERENCE MARKS
 KV3585'ARE FLUSH WITH GROUND.
 KV3585'
 KV3585'TO REACH THIS STATION FROM THE CIRCLE IN THE TOWN OF EASTON,
 KV3585'PENNSYLVANIA GO S ON U.S. HIGHWAY 611 FOR 1.5 MILES TO A STONE
 KV3585'ROAD LEADING TO THE RIGHT UP THE HILL.  TURN RIGHT AND FOLLOW STONE
 KV3585'ROAD 0.5 MILE TO A PRIVATE ROAD TO THE LEFT.  THIS PRIVATE ROAD
 KV3585'JOINS THE STONE ROAD JUST AFTER PASSING A SMALL BOARD SHACK ON THE
 KV3585'LEFT, AND A BARN ON THE RIGHT.  TURN LEFT INTO THIS PRIVATE ROAD
 KV3585'AND FOLLOW IT FOR 0.4 MILE TO THE PAUL DEW HOUSE.  PASS TO THE RIGHT
 KV3585'OF THE BARN AND FOLLOW FIELD ROAD TO THE TOP OF RIDGE, A DISTANCE
 KV3585'OF ABOUT 250 YARDS.  STATION IS ON THE LEFT OF THIS N AND S FARM
 KV3585'ROAD, DISTANT 50 FEET.
 KV3585
 KV3585                          STATION RECOVERY (1960)
 KV3585
 KV3585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV3585'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 KV3585'GOOD CONDITION.  THE PROPERTY IS NOW OWNED AND OCCUPIED BY A
 KV3585'RELIGIOUS GROUP OF THREE FAMILIES WHO OPERATE UNDER THE NAME OF
 KV3585'MARYFARM.
 KV3585'
 KV3585'A COMPLETE DESCRIPTION FOLLOWS-
 KV3585'
 KV3585'TO REACH THE STATION FROM THE TRAFFIC CIRCLE ON 3RD STREET IN THE
 KV3585'CENTER OF EASTON, GO SOUTH ON SOUTH 3RD STREET FOR 0.33 MILE TO
 KV3585'THE END OF THE STREET JUST BEFORE REACHING AN OVERPASS.  TURN LEFT
 KV3585'AND GO SOUTHEAST ON U.S. HIGHWAY 611 FOR 1.2 MILES TO THE EASTON
 KV3585'SEWAGE DISPOSAL PLANT ON THE RIGHT.  CONTINUE ON HIGHWAY 611 FOR 0.05
 KV3585'MILE TO A GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHWEST
 KV3585'ON THE GRAVELED ROAD FOR 0.38 MILE TO A T-ROAD, AND SIGN MARYFARM.
 KV3585'TURN LEFT AND GO EAST FOR 0.07 MILE TO A FORK (BY A LARGE BARN).
 KV3585'KEEP THE RIGHT FORK UP A STEEP ROCKY HILL FOR 0.35 MILE TO A
 KV3585'FIELD ENTRANCE ON RIGHT AND AZIMUTH MARK ON THE LEFT.  CONTINUE ON
 KV3585'ROCKY ROAD FOR 0.15 MILE TO A FORK AT A GREEN TARPAPER
 KV3585'COVERED HOUSE ON THE LEFT.  TURN LEFT AROUND THE WEST SIDE OF THE
 KV3585'HOUSE AND GO SOUTH ON FIELD ROAD FOR 0.1 MILE TO THE TOP OF THE
 KV3585'SUMMIT AND A LARGE WOODEN CROSS ON THE LEFT AND THE STATION ON LEFT
 KV3585'AS DESCRIBED.
 KV3585'
 KV3585'THE STATION MARK, IS A STANDARD LAFAYETTE COLLEGE BRASS DISK STAMPED
 KV3585'DEW 1933, CEMENTED IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS
 KV3585'5 INCHES BELOW THE GROUND SURFACE.  IT IS 50.0 FEET EAST OF THE
 KV3585'TIMBER LINE, 45.0 FEET EAST OF THE CENTER OF THE FIELD ROAD AND
 KV3585'28.9 FEET SOUTH OF A LARGE WOODEN CROSS.
 KV3585'
 KV3585'REFERENCE MARK 1, A STANDARD DISK STAMPED DEW NO 1 1933, CEMENTED IN
 KV3585'TOP OF A 9-INCH CONCRETE CYLINDER WHICH IS DESCRIBED BY NOTE
 KV3585'16B AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 9.30 FEET WEST OF
 KV3585'THE CENTER OF THE FIELD ROAD, 87.3 FEET SOUTH WEST OF THE LARGE
 KV3585'WOODEN CROSS AND LOCATED ON THE SOUTHWEST CORNER OF THE TIMBER LINE
 KV3585'APPROXIMATELY 3 FEET HIGHER IN ELEVATION THAN THE STATION MARK.
 KV3585'
 KV3585'REFERENCE MARK 2, A STANDARD DISK STAMPED DEW NO 2 1933, CEMENTED IN
 KV3585'TOP OF A 9-INCH CONCRETE CYLINDER WHICH DESCRIBED.
 KV3585'IS FLUSH WITH THE GROUND SURFACE.  IT IS 25 FEET WEST OF THE CENTER
 KV3585'OF THE FIELD ROAD, 72.3 FEET WEST OF THE LARGE WOODEN CROSS AND
 KV3585'LOCATED IN THE EAST EDGE OF THE TIMBER LINE ALONG THE WEST EDGE OF
 KV3585'THE CULTIVATED FIELD AND APPROXIMATELY 2 FEET HIGHER IN ELEVATION
 KV3585'THAN THE STATION MARK.
 KV3585'
 KV3585'AZIMUTH MARK, A STANDARD DISK STAMPED DEW 1960, CEMENTED IN TOP OF A
 KV3585'9-INCH CONCRETE CYLINDER WHICH IS DESCRIBED.
 KV3585'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 48.0 FEET
 KV3585'NORTH-NORTHEAST OF A FIELD ENTRANCE, 25 FEET NORTH OF A PEAR TREE,
 KV3585'13.0 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 1.8 FEET SOUTH OF A
 KV3585'5-INCH TRIANGULAR BLAZED WILD CHERRY TREE AND ABOUT 2 FEET HIGHER
 KV3585'THAN THE GRAVELED ROAD.
 KV3585'
 KV3585'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
 KV3585
 KV3585                          STATION RECOVERY (1973)
 KV3585
 KV3585'RECOVERY NOTE BY PA DEPT OF TRANSP 1973
 KV3585'DEW GOOD
 KV3585'
 KV3585'DEW AZIMUTH GOOD
 KV3585'
 KV3585'REFERENCE MARKS WERE NOT SEARCHED FOR.  THICK UNDERBRUSH MADE
 KV3585'LOCATIONS OF MARKS DIFFICULT.  ACCESS DIRECTIONS
 KV3585'GOOD EXCEPT FOR
 KV3585'LARGE AMOUNT OF VEGETATION
 KV3585'CLOSED UP AND OVERGREW THE FIELD ROADS.
 KV3585'
 KV3585'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-EASTON
 KV3585
 KV3585                          STATION RECOVERY (1974)
 KV3585
 KV3585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KV3585'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 KV3585'AS DESCRIBED IN THE 1960 DESCRIPTION.  THIS STATION WAS
 KV3585'RECOVERED IN CONJUNCTION WITH PRIVATE SURVEYORS.  IT WAS NOT OCCUPIED
 KV3585'AT THIS DATE.
 KV3585'
 KV3585'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MILES SOUTH OF
 KV3585'EASTON
 KV3585
 KV3585                          STATION RECOVERY (1975)
 KV3585
 KV3585'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 KV3585'DEW 1933 GOOD-FAD
 KV3585'
 KV3585'DEW RM 1 GOOD-FAD
 KV3585'
 KV3585'DEW RM 2 GOOD-FAD
 KV3585'
 KV3585'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-S OF EASTON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1676 ***********************************************************************
 LZ1676  DESIGNATION -  DEXTER
 LZ1676  PID         -  LZ1676
 LZ1676  STATE/COUNTY-  PA/TIOGA
 LZ1676  USGS QUAD   -  TIADAGHTON (1994)
 LZ1676
 LZ1676                         *CURRENT SURVEY CONTROL
 LZ1676  ___________________________________________________________________
 LZ1676* NAD 83(1992)-  41 43 09.30409(N)    077 22 29.58030(W)     ADJUSTED  
 LZ1676* NAVD 88     -       592.5    (meters)    1944.     (feet)  VERTCON   
 LZ1676  ___________________________________________________________________
 LZ1676  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 LZ1676  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 LZ1676
 LZ1676  HORZ ORDER  -  SECOND
 LZ1676
 LZ1676.The horizontal coordinates were established by classical geodetic methods
 LZ1676.and adjusted by the National Geodetic Survey in June 2002..
 LZ1676
 LZ1676.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1676
 LZ1676.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1676
 LZ1676.The geoid height was determined by GEOID03.
 LZ1676
 LZ1676;                    North         East     Units Scale Factor Converg.
 LZ1676;SPC PA N     -   172,490.122   631,213.916   MT  0.99997069   +0 14 53.4
 LZ1676;SPC PA N     -   565,911.34  2,070,907.66   sFT  0.99997069   +0 14 53.4
 LZ1676;UTM  18      - 4,621,331.207   302,449.074   MT  1.00008027   -1 34 51.4
 LZ1676
 LZ1676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1676!SPC PA N     -   0.99991214  x   0.99997069  =   0.99988283
 LZ1676!UTM  18      -   0.99991214  x   1.00008027  =   0.99999240
 LZ1676
 LZ1676:                Primary Azimuth Mark                     Grid Az
 LZ1676:SPC PA N     -  WELLSBORO COMMUNITY POL MAST             024 46 29.8
 LZ1676:UTM  18      -  WELLSBORO COMMUNITY POL MAST             026 36 14.6
 LZ1676
 LZ1676|---------------------------------------------------------------------|
 LZ1676| PID    Reference Object                     Distance      Geod. Az  |
 LZ1676|                                                           dddmmss.s |
 LZ1676| LZ1671 WELLSBORO COMMUNITY POL MAST        APPROX. 2.2 KM 0250123.2 |
 LZ1676| LZ1670 WELLSBORO CABLE TV CO MAST          APPROX. 4.1 KM 0505111.2 |
 LZ1676| CJ9649 DEXTER AZ MK                                       0972959.1 |
 LZ1676| LZ1669 WELLSBORO WEST UNION MICROWAVE      APPROX. 9.6 KM 1251853.7 |
 LZ1676| CJ9650 DEXTER RM 1                           7.632 METERS 21044     |
 LZ1676| CJ9651 DEXTER RM 2                           8.485 METERS 34703     |
 LZ1676|---------------------------------------------------------------------|
 LZ1676
 LZ1676                          SUPERSEDED SURVEY CONTROL
 LZ1676
 LZ1676  NAD 83(1996)-  41 43 09.30290(N)    077 22 29.58383(W) AD(       ) 2
 LZ1676  NAD 83(1986)-  41 43 09.30219(N)    077 22 29.57986(W) AD(       ) 2
 LZ1676  NAD 27      -  41 43 09.04021(N)    077 22 30.66468(W) AD(       ) 2
 LZ1676  NGVD 29 (07/19/86)  592.6    (m)         1944.     (f) VERT ANG       
 LZ1676
 LZ1676.Superseded values are not recommended for survey control.
 LZ1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1676.See file dsdata.txt to determine how the superseded data were derived.
 LZ1676
 LZ1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM0244921331(NAD 83)
 LZ1676_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1676
 LZ1676  HISTORY     - Date     Condition        Report By
 LZ1676  HISTORY     - 1968     MONUMENTED       CGS
 LZ1676
 LZ1676                          STATION DESCRIPTION
 LZ1676
 LZ1676'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (WMJ)
 LZ1676'THE STATION IS LOCATED ABOUT 4-1/2 MILES WEST-SOUTHWEST OF WELLSBORO,
 LZ1676'3-1/4 MILES SOUTHEAST OF ANSONIA AND ON THE PROPERTY OF MR. C.
 LZ1676'GULNAC.
 LZ1676'
 LZ1676'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 287 AND 660
 LZ1676'IN WELLSBORO, GO WEST ON STATE HIGHWAY 660 FOR 3.1 MILES TO A SIDE
 LZ1676'ROAD LEFT AT THE JUNCTION WITH STATE HIGHWAY 362.  TURN LEFT AND
 LZ1676'CONTINUE ON STATE HIGHWAY 660, SOUTHWESTERLY FOR 1.1 MILES
 LZ1676'TO A GRAVELED SIDE ROAD ON THE LEFT.  (TO REACH THE AZIMUTH MARK FROM
 LZ1676'THIS POINT, TURN LEFT AND GO SOUTHERLY ON A GRAVELED ROAD FOR 0.35
 LZ1676'MILE TO THE MARK ON THE LEFT, JUST BEFORE REACHING THE SUMMIT OF THE
 LZ1676'HILL.) CONTINUE WESTERLY ON STATE HIGHWAY 660 FOR 0.4 MILE TO A
 LZ1676'GRAVELED SIDE ROAD ON THE RIGHT, AT A NORTH-SOUTH TREE LINE AND A CUT
 LZ1676'BANK ON THE LEFT.  FROM THIS POINT PACK SOUTH UP A BANK AND ALONG THE
 LZ1676'TREE LINE FOR ABOUT 0.1 MILE TO THE TOP OF THE HILL AND THE STATION
 LZ1676'IN THE TREE LINE.
 LZ1676'
 LZ1676'THE STATION MARK IS 17 FEET NORTH-NORTHEAST OF A TRIANGULAR BLAZED
 LZ1676'CHERRY TREE THAT IS 30 INCHES IN DIAMETER AND 5 FEET EAST OF A METAL
 LZ1676'WITNESS POST.  IT IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 LZ1676'CONCRETE MONUMENT, PROJECTING 1 INCH AND IS STAMPED DEXTER 1968.
 LZ1676'
 LZ1676'REFERENCE MARK NO. 1 IS 23 FEET SOUTH-SOUTHWEST OF THE WITNESS POST
 LZ1676'AND 10 FEET WEST OF THE CHERRY TREE.  IT IS A STANDARD DISK
 LZ1676'BRAZED TO THE TOP OF A 3-INCH CAST IRON PIPE, PROJECTING 10 INCHES
 LZ1676'AND IS STAMPED DEXTER NO 1 1968.
 LZ1676'
 LZ1676'REFERENCE MARK NO. 2 IS 44 FEET NORTH OF THE CHERRY TREE AND 27 FEET
 LZ1676'NORTH OF THE WITNESS POST.  IT IS A STANDARD DISK BRAZED TO THE
 LZ1676'TOP OF A 3-INCH CAST IRON PIPE, PROJECTING 10 INCHES AND IS STAMPED
 LZ1676'DEXTER NO 2 1968.
 LZ1676'
 LZ1676'THE AZIMUTH MARK IS 22 FEET EAST OF THE APPROXIMATE CENTER OF THE
 LZ1676'GRAVELED ROAD AND 19 FEET SOUTH OF A 6-INCH TREE WITH A TRIANGULAR
 LZ1676'BLAZE.  IT IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 LZ1676'MONUMENT, PROJECTING 4 INCHES AND IS STAMPED DEXTER 1968.
 LZ1676'
 LZ1676'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1852 ***********************************************************************
 MA1852  DESIGNATION -  DICKEY
 MA1852  PID         -  MA1852
 MA1852  STATE/COUNTY-  PA/WARREN
 MA1852  USGS QUAD   -  SHEFFIELD (1973)
 MA1852
 MA1852                         *CURRENT SURVEY CONTROL
 MA1852  ___________________________________________________________________
 MA1852* NAD 83(1992)-  41 44 07.02478(N)    079 03 27.14243(W)     ADJUSTED  
 MA1852* NAVD 88     -       514.9    (meters)    1689.     (feet)  VERTCON   
 MA1852  ___________________________________________________________________
 MA1852  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 MA1852  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 MA1852
 MA1852  HORZ ORDER  -  SECOND
 MA1852
 MA1852.The horizontal coordinates were established by classical geodetic methods
 MA1852.and adjusted by the National Geodetic Survey in June 2002..
 MA1852
 MA1852.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA1852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA1852
 MA1852.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1852
 MA1852.The geoid height was determined by GEOID03.
 MA1852
 MA1852;                    North         East     Units Scale Factor Converg.
 MA1852;SPC PA N     -   175,024.358   491,228.686   MT  0.99997220   -0 51 54.0
 MA1852;SPC PA N     -   574,225.75  1,611,639.45   sFT  0.99997220   -0 51 54.0
 MA1852;UTM  17      - 4,622,209.072   661,538.541   MT  0.99992112   +1 17 36.1
 MA1852
 MA1852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1852!SPC PA N     -   0.99992433  x   0.99997220  =   0.99989654
 MA1852!UTM  17      -   0.99992433  x   0.99992112  =   0.99984546
 MA1852
 MA1852:                Primary Azimuth Mark                     Grid Az
 MA1852:SPC PA N     -  DICKEY AZ MK                             175 14 20.0
 MA1852:UTM  17      -  DICKEY AZ MK                             173 04 49.9
 MA1852
 MA1852|---------------------------------------------------------------------|
 MA1852| PID    Reference Object                     Distance      Geod. Az  |
 MA1852|                                                           dddmmss.s |
 MA1852| CX4397 DICKEY AZ MK                                       1742226.0 |
 MA1852| CX4398 DICKEY RM 1                          11.638 METERS 19254     |
 MA1852| CX4399 DICKEY RM 2                          18.171 METERS 21444     |
 MA1852|---------------------------------------------------------------------|
 MA1852
 MA1852                          SUPERSEDED SURVEY CONTROL
 MA1852
 MA1852  NAD 83(1996)-  41 44 07.02558(N)    079 03 27.14237(W) AD(       ) 2
 MA1852  NAD 83(1986)-  41 44 07.02667(N)    079 03 27.14119(W) AD(       ) 2
 MA1852  NAD 27      -  41 44 06.80827(N)    079 03 27.99642(W) AD(       ) 2
 MA1852  NGVD 29 (07/19/86)  515.0    (m)         1690.     (f) VERT ANG       
 MA1852
 MA1852.Superseded values are not recommended for survey control.
 MA1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1852.See file dsdata.txt to determine how the superseded data were derived.
 MA1852
 MA1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG6153922209(NAD 83)
 MA1852_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA1852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1852
 MA1852  HISTORY     - Date     Condition        Report By
 MA1852  HISTORY     - 1967     MONUMENTED       CGS
 MA1852  HISTORY     - 20020825 MARK NOT FOUND   USPSQD
 MA1852
 MA1852                          STATION DESCRIPTION
 MA1852
 MA1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MA1852'THE STATION IS LOCATED ABOUT 2 MILES NORTH-NORTHWEST OF SHEFFIELD, 1
 MA1852'MILE SOUTHEAST OF TIONA AND 0.5 MILE NORTH OF SAYBROOK.  IT IS
 MA1852'IN A CLEARING WHERE THE POWERLINE CROSSES THE RIDGE ON PROPERTY OWNED
 MA1852'BY MR. MAURICE DICKEY.
 MA1852'
 MA1852'TO REACH THE STATION FROM THE POST OFFICE IN SHEFFIELD, GO NORTHWEST
 MA1852'ON STATE HIGHWAY 666 FOR 0.1 MILE TO THE JUNCTION OF U.S. HIGHWAY
 MA1852'6, TURN LEFT AND CONTINUE NORTHWEST ON U.S. HIGHWAY 6 FOR 1.7 MILES
 MA1852'TO A CROSSROAD, (TO REACH THE AZIMUTH MARK FROM HERE, TURN
 MA1852'LEFT AND GO WEST AND THEN NORTHWEST ON SAYBROOK ROAD FOR 0.4 MILE TO
 MA1852'A TRACK ROAD ON THE LEFT AND POWERLINE POLE NO. 12 ON THE RIGHT,
 MA1852'TURN LEFT AND GO WEST ON THE TRACK ROAD FOR 100 YARDS TO A METAL
 MA1852'BUILDING AND THE MARK AT THE SOUTHWEST CORNER), CONTINUE NORTHWEST
 MA1852'ON U.S. HIGHWAY 6 FOR 0.35 MILE TO A SIDE ROAD RIGHT AT
 MA1852'POWERLINE POLE NO. 79A, TURN RIGHT AND GO NORTHEAST ON THE GRAVELED
 MA1852'ROAD FOR 0.15 MILE TO A POWERLINE RIGHT OF WAY, JUST AFTER PASSING A
 MA1852'JUNK YARD, TURN LEFT AND GO NORTHWEST UP THE POWERLINE CLEARING FOR
 MA1852'0.35 MILE TO TRIPLE POWERLINE POLES AND THE STATION.  A 4-WHEEL
 MA1852'DRIVE IS NEEDED TO DRIVE THE LAST 0.35 MILE.
 MA1852'
 MA1852'THE STATION MARK IS 55 FEET NORTHEAST OF POWERLINE POLE NO. FE-215A
 MA1852'WHICH IS THE CENTER POLE, 8.3 FEET NORTH OF A METAL WITNESS POST AND
 MA1852'7 FEET WEST OF THE APPROXIMATE CENTER OF THE TRACK ROAD.  THE MARK IS
 MA1852'A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 2
 MA1852'INCHES AND IS STAMPED DICKEY 1967.
 MA1852'
 MA1852'REFERENCE MARK NO. 1 IS 24 FEET WEST OF THE APPROXIMATE CENTER OF THE
 MA1852'TRACK ROAD, 20 FEET NORTHEAST OF POWERLINE POLE NO. FE-215A AND 7
 MA1852'FEET NORTH-NORTHWEST OF POWERLINE POLE NO. FE-215B WHICH IS THE EAST
 MA1852'ONE OF THREE POLES.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILL
 MA1852'HOLE IN A BOULDER WHICH PROJECTS 3 FEET ON THE WEST SIDE AND IS
 MA1852'STAMPED DICKEY NO 1 1967.
 MA1852'
 MA1852'REFERENCE MARK NO. 2 IS 50 FEET WEST OF THE APPROXIMATE CENTER OF THE
 MA1852'TRACK ROAD, 12 FEET EAST-NORTHEAST OF POWERLINE POLE NO. FE-215
 MA1852'WHICH IS THE WEST POLE AND 8 FEET WEST OF POWERLINE POLE NO. FE-215A.
 MA1852'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A
 MA1852'BOULDER PROJECTING 3 FEET AND IS STAMPED DICKEY NO 2 1967.
 MA1852'
 MA1852'THE AZIMUTH MARK IS 260 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A
 MA1852'2-STORY HOUSE, 5.2 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER
 MA1852'OF THE METAL BUILDING AND 1.7 FEET NORTH OF A METAL WITNESS POST.
 MA1852'THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 MA1852'POST PROJECTING 2 INCHES AND IS STAMPED DICKEY 1967.
 MA1852'
 MA1852'HEIGHT OF LIGHT ABOVE STATION MARK 2.12 METERS.
 MA1852
 MA1852                          STATION RECOVERY (2002)
 MA1852
 MA1852'RECOVERY NOTE BY US POWER SQUADRON 2002 (RA)
 MA1852'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1753 ***********************************************************************
 LZ1753  DESIGNATION -  DICKEY
 LZ1753  PID         -  LZ1753
 LZ1753  STATE/COUNTY-  PA/CLINTON
 LZ1753  USGS QUAD   -  LOCK HAVEN (1986)
 LZ1753
 LZ1753                         *CURRENT SURVEY CONTROL
 LZ1753  ___________________________________________________________________
 LZ1753* NAD 83(1992)-  41 09 52.41871(N)    077 29 16.50000(W)     ADJUSTED  
 LZ1753* NAVD 88     -       429.4    (meters)    1409.     (feet)  VERTCON   
 LZ1753  ___________________________________________________________________
 LZ1753  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 LZ1753  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 LZ1753
 LZ1753  HORZ ORDER  -  SECOND
 LZ1753
 LZ1753.The horizontal coordinates were established by classical geodetic methods
 LZ1753.and adjusted by the National Geodetic Survey in June 2002..
 LZ1753
 LZ1753.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1753
 LZ1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1753
 LZ1753.The geoid height was determined by GEOID03.
 LZ1753
 LZ1753;                    North         East     Units Scale Factor Converg.
 LZ1753;SPC PA N     -   110,852.940   621,994.726   MT  0.99996653   +0 10 24.2
 LZ1753;SPC PA N     -   363,690.02  2,040,661.03   sFT  0.99996653   +0 10 24.2
 LZ1753;UTM  18      - 4,560,008.988   291,274.791   MT  1.00013621   -1 38 17.5
 LZ1753
 LZ1753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1753!SPC PA N     -   0.99993786  x   0.99996653  =   0.99990439
 LZ1753!UTM  18      -   0.99993786  x   1.00013621  =   1.00007406
 LZ1753
 LZ1753|---------------------------------------------------------------------|
 LZ1753| PID    Reference Object                     Distance      Geod. Az  |
 LZ1753|                                                           dddmmss.s |
 LZ1753| CJ9652 DICKEY RM 1                           7.953 METERS 08523     |
 LZ1753| CJ9653 DICKEY RM 2                           7.507 METERS 17519     |
 LZ1753| LZ1762 SUGAR                               APPROX. 1.9 KM 1793020.9 |
 LZ1753|---------------------------------------------------------------------|
 LZ1753
 LZ1753                          SUPERSEDED SURVEY CONTROL
 LZ1753
 LZ1753  NAD 83(1986)-  41 09 52.41516(N)    077 29 16.49794(W) AD(       ) 2
 LZ1753  NAD 27      -  41 09 52.15991(N)    077 29 17.56103(W) AD(       ) 2
 LZ1753  NGVD 29 (07/19/86)  429.6    (m)         1409.     (f) VERT ANG       
 LZ1753
 LZ1753.Superseded values are not recommended for survey control.
 LZ1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1753.See file dsdata.txt to determine how the superseded data were derived.
 LZ1753
 LZ1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL9127560009(NAD 83)
 LZ1753_MARKER: Z = SEE DESCRIPTION
 LZ1753_SETTING: 0 = UNSPECIFIED SETTING
 LZ1753
 LZ1753  HISTORY     - Date     Condition        Report By
 LZ1753  HISTORY     - 1968     MONUMENTED       CGS
 LZ1753
 LZ1753                          STATION DESCRIPTION
 LZ1753
 LZ1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (WMJ)
 LZ1753'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF MILL HALL, 3 MILES
 LZ1753'NORTHWEST OF LOCK HAVEN AND ON THE WEST END OF A HIGH TIMBERED
 LZ1753'RIDGE WHICH BELONGS TO MR. ADAM C. DICKEYS ESTATE.
 LZ1753'
 LZ1753'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 220 AND U.S.
 LZ1753'HIGHWAY 120 IN LOCK HAVEN GO NORTH ON U.S. HIGHWAY 120 FOR ONE
 LZ1753'BLOCK TO THE SOUTH END OF A STEEL BRIDGE.  TURN LEFT AND GO WEST THEN
 LZ1753'NORTHWEST ON U.S. HIGHWAY 120 FOR 1.4 MILES TO A PAVED SIDE ROAD ON
 LZ1753'THE LEFT, HILL STREET, CONTINUE NORTHWEST ON U.S. HIGHWAY 120 FOR 1.2
 LZ1753'MILES TO A GRAVELED SIDE ROAD ON THE LEFT AND A SIGN SULLIVAN RUN,
 LZ1753'TURN LEFT AND GO WESTERLY ON THE GRAVELED ROAD FOR 0.1 MILE TO A
 LZ1753'FORK, TAKE THE RIGHT FORK AND GO ABOUT 250 FEET TO A SMALL RAVINE
 LZ1753'ON THE RIGHT AND THE END OF TRUCK TRAVEL.  PACK NORTH ALONG THE EAST
 LZ1753'SIDE OF THE SMALL RAVINE FOR ABOUT 1/2 MILE TO THE POINT OF THE RIDGE
 LZ1753'THEN WEST UP THE RIDGE AND ALONG THE TOP FOR ABOUT 3/4 MILE TO THE
 LZ1753'HIGHEST POINT OF THE WEST END OF THE RIDGE AND THE STATION.  PACKING
 LZ1753'TIME IS ABOUT ONE HOUR.
 LZ1753'
 LZ1753'THE STATION MARK IS 8 FEET NORTH-NORTHEAST OF AN OAK TREE 8 INCHES IN
 LZ1753'DIAMETER WITH A TRIANGULAR BLAZE, 4.4 FEET NORTH-NORTHEAST OF
 LZ1753'A METAL WITNESS POST AND 3 FEET WEST-NORTHWEST OF A CHERRY TREE WITH
 LZ1753'A TRIANGULAR BLAZE.  IT IS A STANDARD DISK BRAZED TO THE TOP OF A
 LZ1753'GALVANIZED PIPE 3 INCHES IN DIAMETER, PROJECTING 8 INCHES AND IS
 LZ1753'STAMPED DICKEY 1968.
 LZ1753'
 LZ1753'REFERENCE MARK NO. 1 IS 27.8 FEET EAST OF THE METAL WITNESS POST AND
 LZ1753'7 FEET SOUTHEAST OF AN OAK TREE 6 INCHES IN DIAMETER WITH A
 LZ1753'TRIANGULAR BLAZE.  IT IS A STANDARD DISK BRAZED TO THE TOP OF A
 LZ1753'GALVANIZED PIPE 3 INCHES IN DIAMETER, PROJECTING 8 INCHES AND IS
 LZ1753'STAMPED DICKEY NO 1 1968.
 LZ1753'
 LZ1753'REFERENCE MARK NO. 2 IS 20.4 FEET SOUTH OF THE METAL WITNESS POST AND
 LZ1753'6 FEET SOUTHWEST OF AN OAK TREE 10 INCHES IN DIAMETER WITH A
 LZ1753'TRIANGULAR BLAZE.  IT IS A STANDARD DISK BRAZED TO THE TOP OF A
 LZ1753'GALVANIZED PIPE 3 INCHES IN DIAMETER, PROJECTING 6 INCHES AND IS
 LZ1753'STAMPED DICKEY NO 1 1968.
 LZ1753'
 LZ1753'NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 LZ1753'
 LZ1753'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0889 ***********************************************************************
 JU0889  DESIGNATION -  DICKS
 JU0889  PID         -  JU0889
 JU0889  STATE/COUNTY-  PA/PHILADELPHIA
 JU0889  USGS QUAD   -  LANSDOWNE (1994)
 JU0889
 JU0889                         *CURRENT SURVEY CONTROL
 JU0889  ___________________________________________________________________
 JU0889* NAD 83(1992)-  39 53 42.06140(N)    075 15 17.93869(W)     ADJUSTED  
 JU0889* NAVD 88     -         2.933  (meters)       9.62   (feet)  ADJUSTED  
 JU0889  ___________________________________________________________________
 JU0889  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 JU0889  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JU0889  DYNAMIC HT  -           2.931 (meters)       9.62  (feet)  COMP
 JU0889  MODELED GRAV-     980,180.4   (mgal)                       NAVD 88
 JU0889
 JU0889  HORZ ORDER  -  THIRD
 JU0889  VERT ORDER  -  SECOND    CLASS 0
 JU0889
 JU0889.The horizontal coordinates were established by classical geodetic methods
 JU0889.and adjusted by the National Geodetic Survey in June 2002..
 JU0889
 JU0889.The orthometric height was determined by differential leveling
 JU0889.and adjusted by the National Geodetic Survey in June 1991..
 JU0889
 JU0889.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0889
 JU0889.The geoid height was determined by GEOID03.
 JU0889
 JU0889.The dynamic height is computed by dividing the NAVD 88
 JU0889.geopotential number by the normal gravity value computed on the
 JU0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0889.degrees latitude (g = 980.6199 gals.).
 JU0889
 JU0889.The modeled gravity was interpolated from observed gravity values.
 JU0889
 JU0889;                    North         East     Units Scale Factor Converg.
 JU0889;SPC PA S     -    65,380.651   813,357.991   MT  1.00000621   +1 37 07.5
 JU0889;SPC PA S     -   214,503.02  2,668,492.01   sFT  1.00000621   +1 37 07.5
 JU0889;SPC NJ       -   118,131.773    85,436.590   MT  0.99995130   -0 29 03.3
 JU0889;SPC NJ       -   387,570.66    280,303.21   sFT  0.99995130   -0 29 03.3
 JU0889;UTM  18      - 4,416,136.355   478,201.422   MT  0.99960585   -0 09 48.8
 JU0889
 JU0889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0889!SPC PA S     -   1.00000471  x   1.00000621  =   1.00001092
 JU0889!SPC NJ       -   1.00000471  x   0.99995130  =   0.99995601
 JU0889!UTM  18      -   1.00000471  x   0.99960585  =   0.99961055
 JU0889
 JU0889:                Primary Azimuth Mark                     Grid Az
 JU0889:SPC PA S     -  DICKS AZ MK                              035 04 31.5
 JU0889:SPC NJ       -  DICKS AZ MK                              037 10 42.3
 JU0889:UTM  18      -  DICKS AZ MK                              036 51 27.8
 JU0889
 JU0889|---------------------------------------------------------------------|
 JU0889| PID    Reference Object                     Distance      Geod. Az  |
 JU0889|                                                           dddmmss.s |
 JU0889| JU0887 DICKS AZ MK                                        0364139.0 |
 JU0889| JU3106 PHILADELPHIA PENN STATUE HAT        APPROX.10.1 KM 0503828.7 |
 JU0889| JU0888 DICKS RM 1                           23.648 METERS 06704     |
 JU0889| JU3175 PHILADELPHIA GULF REF TALL STK      APPROX. 4.0 KM 0854643.3 |
 JU0889| JU3181 PHILADELPHIA INTL APT CONT TWR      APPROX. 2.3 KM 1562327.2 |
 JU0889| JU3276 ESSINGTON WESTINGHOUSE TANK         APPROX. 4.8 KM 2222116.8 |
 JU0889| JU0890 DICKS RM 2                           24.206 METERS 29509     |
 JU0889|---------------------------------------------------------------------|
 JU0889
 JU0889                          SUPERSEDED SURVEY CONTROL
 JU0889
 JU0889  NAD 83(1996)-  39 53 42.06509(N)    075 15 17.93490(W) AD(       ) 3
 JU0889  NAD 83(1991)-  39 53 42.06257(N)    075 15 17.93629(W) AD(       ) 3
 JU0889  NAD 83(1986)-  39 53 42.05788(N)    075 15 17.94133(W) AD(       ) 3
 JU0889  NAD 27      -  39 53 41.65110(N)    075 15 19.27650(W) AD(       ) 3
 JU0889  NGVD 29 (??/??/??)    3.282  (m)           10.77   (f) ADJUSTED    2 0
 JU0889
 JU0889.Superseded values are not recommended for survey control.
 JU0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0889.See file dsdata.txt to determine how the superseded data were derived.
 JU0889
 JU0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7820116136(NAD 83)
 JU0889_MARKER: DS = TRIANGULATION STATION DISK
 JU0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0889_STAMPING: DICKS 1961
 JU0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0889+STABILITY: SURFACE MOTION
 JU0889
 JU0889  HISTORY     - Date     Condition        Report By
 JU0889  HISTORY     - 1961     MONUMENTED       CGS
 JU0889  HISTORY     - 1961     GOOD             CGS
 JU0889
 JU0889                          STATION DESCRIPTION
 JU0889
 JU0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU0889'THE STATION IS LOCATED ON A LOW HILL ABOUT 1.0 MILE NORTH OF THE
 JU0889'PHILADELPHIA, INTERNATIONAL AIRPORT, 6.0 MILES SOUTHWEST OF
 JU0889'THE CITY HALL IN PHILADELPHIA, 6.0 MILES NORTHEAST OF CHESTER AT THE
 JU0889'JUNCTION OF DICKS AVENUE AND 86TH STREET ON PROPERTY OWNED
 JU0889'BY THE CITY OF PHILADELPHIA.
 JU0889'
 JU0889'TO REACH THE STATION FROM STATE HIGHWAY 291 AND THE MAIN ENTRANCE TO
 JU0889'THE PHILADELPHIA INTERNATIONAL AIRPORT, GO WEST ON HIGHWAY
 JU0889'291 FOR 0.25 MILE TO A SIDE STREET RIGHT. TURN RIGHT AND GO
 JU0889'NORTHEASTERLY ON TANICUM AVENUE FOR 1.05 MILES TO THE
 JU0889'JUNCTION OF TANICUM AVENUE AND 86TH STREET.  TURN LEFT AND GO
 JU0889'NORTHWEST ON 86TH STREET FOR 0.75 MILE TO A CROSS-STREET,
 JU0889'DICKS AVENUE. CONTINUE STRAIGHT AHEAD FOR ABOUT 300.0 FEET AND THE
 JU0889'STATION ON THE RIGHT AS DESCRIBED.
 JU0889'
 JU0889'THE STATION MARK, IS A STANDARD DISK STAMPED DICKS 1961, SET IN TOP
 JU0889'OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 JU0889'SURFACE. IT IS 36.0 FEET NORTHEAST OF THE CENTER OF 86TH STREET, 38.4
 JU0889'FEET NORTH OF A GREEN 4 INCH BY 4 INCH BY 6 FEET POST AND 160.0 FEET
 JU0889'SOUTHWEST OF A POWERLINE POLE NUMBER 1929.
 JU0889'
 JU0889'REFERENCE MARK 1, IS A STANDARD DISK STAMPED DICKS NO 1 1961, SET IN
 JU0889'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 JU0889'ABOVE THE GROUND SURFACE. IT IS 82.0 FEET NORTHEAST OF THE 4 INCH BY
 JU0889'4 INCH BY 6 FEET POST, 95.0 FEET NORTH-NORTHEAST OF THE CENTER OF
 JU0889'86TH STREET, 105.4 FEET SOUTH-SOUTHWEST OF THE POWERLINE POLE NUMBER
 JU0889'1929 AND IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 JU0889'
 JU0889'REFERENCE MARK 2, IS A STANDARD DISK STAMPED DICKS NO 2 1961, SET IN
 JU0889'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 JU0889'ABOVE THE GROUND SURFACE. IT IS 27.0 FEET NORTHEAST OF THE CENTER OF
 JU0889'86TH STREET, 113.0 FEET NORTHWEST OF THE 4 INCH BY 4 INCH BY 6 FEET
 JU0889'POST, 188.0 FEET SOUTHWEST OF THE POWERLINE POLE NUMBER 1929 AND IS
 JU0889'ABOUT THE SAME ELEVATION AS THE STATION MARK.
 JU0889'
 JU0889'AZIMUTH MARK, IS A STANDARD DISK STAMPED DICKS 1961, SET IN TOP OF A
 JU0889'SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE
 JU0889'GROUND SURFACE. IT IS 15.2 FEET SOUTHEAST OF THE CENTER OF DICKS
 JU0889'AVENUE, 26.3 FEET WEST OF THE NORTHEAST CORNER OF A FENCE
 JU0889'LINE, 45.1 FEET SOUTH-SOUTHEAST OF A CONCRETE POST AND U.S. MAIL BOX
 JU0889'AND 53.9 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION
 JU0889'OF DICKS AVENUE AND 84TH STREET.
 JU0889'
 JU0889'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON 86TH
 JU0889'STREET FOR 0.08 MILE TO GUYER AVENUE. TURN LEFT AND GO
 JU0889'NORTHEAST ON GUYER AVENUE FOR 0.21 MILE TO 84TH STREET. TURN LEFT AND
 JU0889'GO NORTHWEST ON 84TH STREET FOR 0.06 MILE TO DICKS AVENUE AND
 JU0889'THE AZIMUTH MARK LOCATED IN THE SOUTHEAST CORNER OF THE INTERSECTION.
 JU0889'
 JU0889'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
 JU0889
 JU0889                          STATION RECOVERY (1961)
 JU0889
 JU0889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JU0889'AT PHILADELPHIA.
 JU0889'IN THE SOUTH WEST SECTION OF THE CITY OF PHILADELPHIA ABOUT
 JU0889'1 MILE NORTH OF THE PHILADELPHIA INTERNATIONAL AIRPORT, AT THE
 JU0889'JUNCTION OF A EXTENSION OF DICKS AVENUE AND 86TH STREET.  SET
 JU0889'36 FEET NORTHEAST OF THE CENTERLINE OF 86TH STREET, 160 FEET
 JU0889'SOUTHWEST OF POWER POLE NO 1929, 78 FEET WEST SOUTHWEST OF RM NO
 JU0889'1, 80 FEET EAST SOUTHEAST OF RM NO 2, SET IN TOP OF A CONCRETE
 JU0889'POST FLUSH WITH THE GROUND.  DICKS AVENUE USE TO RUN THROUGH
 JU0889'TO 86TH STREET, BUT AT THIS TIME THE ROAD IS STOPPED BY A DITCH
 JU0889'AND THE AVENUE IS GROWN UP IN GRASS AND WEEDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2957 ***********************************************************************
 KW2957  DESIGNATION -  DICKS
 KW2957  PID         -  KW2957
 KW2957  STATE/COUNTY-  PA/CENTRE
 KW2957  USGS QUAD   -  BEAR KNOB (1998)
 KW2957
 KW2957                         *CURRENT SURVEY CONTROL
 KW2957  ___________________________________________________________________
 KW2957* NAD 83(1992)-  40 53 25.32014(N)    077 53 59.81723(W)     ADJUSTED  
 KW2957* NAVD 88     -       282.3    (meters)     926.     (feet)  VERTCON   
 KW2957  ___________________________________________________________________
 KW2957  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 KW2957  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KW2957
 KW2957  HORZ ORDER  -  THIRD
 KW2957
 KW2957.The horizontal coordinates were established by classical geodetic methods
 KW2957.and adjusted by the National Geodetic Survey in June 2002..
 KW2957
 KW2957.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2957
 KW2957.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2957
 KW2957.The geoid height was determined by GEOID03.
 KW2957
 KW2957;                    North         East     Units Scale Factor Converg.
 KW2957;SPC PA N     -    80,380.719   587,363.133   MT  0.99999887   -0 05 57.1
 KW2957;SPC PA N     -   263,715.74  1,927,040.55   sFT  0.99999887   -0 05 57.1
 KW2957;UTM  18      - 4,530,635.979   255,691.050   MT  1.00033470   -1 53 57.4
 KW2957
 KW2957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2957!SPC PA N     -   0.99996092  x   0.99999887  =   0.99995979
 KW2957!UTM  18      -   0.99996092  x   1.00033470  =   1.00029560
 KW2957
 KW2957|---------------------------------------------------------------------|
 KW2957| PID    Reference Object                     Distance      Geod. Az  |
 KW2957|                                                           dddmmss.s |
 KW2957| CJ9654 DICKS RM 1                           11.950 METERS 05509     |
 KW2957| KW2943 BALD EAGLE MTN MAST                 APPROX. 3.7 KM 0752645.2 |
 KW2957| CJ9655 DICKS RM 2                           10.091 METERS 22110     |
 KW2957| KW2315 R 16                                APPROX. 1.8 KM 2310929.5 |
 KW2957|---------------------------------------------------------------------|
 KW2957
 KW2957                          SUPERSEDED SURVEY CONTROL
 KW2957
 KW2957  NAD 83(1986)-  40 53 25.32045(N)    077 53 59.82020(W) AD(       ) 3
 KW2957  NAD 27      -  40 53 25.11266(N)    077 54 00.80428(W) AD(       ) 3
 KW2957  NGVD 29 (07/19/86)  282.5    (m)          927.     (f) VERT ANG       
 KW2957
 KW2957.Superseded values are not recommended for survey control.
 KW2957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2957.See file dsdata.txt to determine how the superseded data were derived.
 KW2957
 KW2957_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL5569130636(NAD 83)
 KW2957_MARKER: DE = TRAVERSE STATION DISK
 KW2957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2957_MARK LOGO: CGS   
 KW2957_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW2957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2957+STABILITY: SURFACE MOTION
 KW2957_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW2957+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2000
 KW2957
 KW2957  HISTORY     - Date     Condition        Report By
 KW2957  HISTORY     - 1969     MONUMENTED       CGS
 KW2957  HISTORY     - 1974     GOOD             PADT
 KW2957  HISTORY     - 19910412 GOOD             LOCENG
 KW2957  HISTORY     - 20001014 GOOD             LOCENG
 KW2957
 KW2957                          STATION DESCRIPTION
 KW2957
 KW2957'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 KW2957'THE STATION IS LOCATED 9 MILES NORTHEAST OF PORT MATILDA, 7 MILES
 KW2957'NORTH-NORTHWEST OF STATE COLLEGE, 1-1/2 MILES SOUTHWEST OF
 KW2957'UNIONVILLE, ABOUT 300 FEET NORTHWEST OF U.S. HIGHWAY 220, ON A LOW
 KW2957'BARE KNOLL, ON PROPERTY OWNED BY MRS.  AMY BIRD.  THE PROPERTY
 KW2957'ALONG THE TO REACH IS OWNED BY MR. HARMON BIRD.
 KW2957'
 KW2957'TO REACH THE STATION FROM THE FLEMING POST OFFICE IN UNIONVILLE, AT
 KW2957'THE JUNCTION OF STATE HIGHWAY 504 AND U.S. HIGHWAY 220, GO
 KW2957'SOUTHWEST ON U.S. HIGHWAY 220 FOR 0.9 MILE TO A SIDE ROAD RIGHT
 KW2957'LEADING TO THE OAK RIDGE CEMETERY.  CENTINUE SOUTHWEST ON U.S.
 KW2957'HIGHWAY 220 FOR 1.1 MILES TO A FARM ROAD ON THE RIGHT, AT THE
 KW2957'SOUTHWEST END OF A LONG, HIGH CUTBANK.  (TO REACH THE BENCH MARK, GO
 KW2957'SOUTHWEST ON U.S. HIGHWAY 220 FOR 1.0 MILE TO A RAILROAD BRIDGE
 KW2957'FOUNDATION AND THE MARK ON THE LEFT).  TURN RIGHT AND GO NORTHWEST,
 KW2957'THEN NORTHEAST ON THE FARM ROAD FOR 0.25 MILE TO A BARN AND A GARAGE
 KW2957'AND THE END OF TRUCK TRAVEL.  WALK NORTHEAST BETWEEN THE BARN AND
 KW2957'THE GARAGE AND GO ABOUT 500 FEET TO THE TOP OF THE KNOLL AND THE
 KW2957'STATION.
 KW2957'
 KW2957'THE STATION IS 81 FEET NORTH OF TELEPHONE POLE BY-122, 17 FEET
 KW2957'NORTHWEST OF THE WOODS EDGE, AND 26 FEET SOUTH-SOUTHEAST OF HIGH
 KW2957'GROUND.  IT IS A STANDARD TRAVERSE MARK DISK SET IN THE TOP OF A
 KW2957'SQUARE CONCRETE POST WHICH PROJECTS 1 INCH ABOVE GROUND, AND
 KW2957'STAMPED DICKS 1969.
 KW2957'
 KW2957'REFERENCE MARK 1 IS 98 FEET NORTHEAST OF THE TELEPHONE POLE, 72 FEET
 KW2957'NORTHWEST OF THE WOODS EDGE, AND 30 FEET SOUTH-SOUTHEAST
 KW2957'OF HIGH GROUND.  IT IS A STANDARD REFERENCE MARK DISK SET IN THE TOP
 KW2957'OF A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH ABOVE GROUND, AND
 KW2957'STAMPED DICKS NO 1 1969.
 KW2957'
 KW2957'REFERENCE MARK 2 IS 74 FEET NORTH-NORTHWEST OF THE WOODS EDGE, 71
 KW2957'FEET NORTH-NORTHWEST OF THE TELEPHONE POLE, AND 28 FEET
 KW2957'SOUTH-SOUTHEAST OF HIGH GROUND.  IT IS A STANDARD REFERENCE MARK DISK
 KW2957'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 KW2957'GROUND, AND STAMPED DICKS NO 2 1969.
 KW2957'
 KW2957'BENCH MARK R 16 IS 30.0 FEET EAST-SOUTHEAST OF THE CENTERLINE OF U.S.
 KW2957'HIGHWAY 220, 4.0 FEET WEST-NORTHWEST OF THE NORTH RAIL OF A SINGLE
 KW2957'TRACK, 1.9 FEET EAST-SOUTHEAST OF THE WEST-NORTHWEST END OF THE
 KW2957'RAILROAD BRIDGE FOUNDATION, AND 3 FEET LOWER THAN THE RAIL.  IT IS A
 KW2957'STANDARD BENCH MARK DISK CEMENTED FLUSH IN A DRILLHOLE IN THE
 KW2957'NORTHWEST FOUNDATION, AND STAMPED R 16 1934.
 KW2957'
 KW2957'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KW2957
 KW2957                          STATION RECOVERY (1974)
 KW2957
 KW2957'RECOVERY NOTE BY PA DEPT OF TRANSP 1974
 KW2957'DICKS 1969 GOOD
 KW2957'R-16 (AZ. MK.)
 KW2957'1934 GOOD
 KW2957
 KW2957                          STATION RECOVERY (1991)
 KW2957
 KW2957'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991 (JS)
 KW2957'NOTE--THE STATION AND AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 KW2957'CONDITION.  NO SEARCH MADE FOR REF MARKS.  THE STATION IS BLOCKED FOR
 KW2957'GPS OBSERVATIONS BUT EITHER THE AZIMUTH MARK OR A NEARBY CLEARING CAN
 KW2957'BE USED FOR ANY ECCENTRIC STATION.
 KW2957
 KW2957                          STATION RECOVERY (2000)
 KW2957
 KW2957'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (DH)
 KW2957'NOW JUST INSIDE WOODS EDGE. RM2 IS DIRECTLY UPSLOPE FROM THE POLE AND
 KW2957'APPROX 1 M PAST AN 0.1M MAPLE TREE. THE POLE MARKING 'X-122' IS
 KW2957'DETERIORATED. ALL MARKS LIE ON A LINE APPROX 10 M SE OF THE CREST OF
 KW2957'THE HILL AND APPROX. PARALLEL TO THE POWER LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0887 ***********************************************************************
 JU0887  DESIGNATION -  DICKS AZ MK
 JU0887  PID         -  JU0887
 JU0887  STATE/COUNTY-  PA/PHILADELPHIA
 JU0887  USGS QUAD   -  LANSDOWNE (1994)
 JU0887
 JU0887                         *CURRENT SURVEY CONTROL
 JU0887  ___________________________________________________________________
 JU0887* NAD 83(1986)-  39 53 50.     (N)    075 15 10.     (W)     SCALED    
 JU0887* NAVD 88     -         6.153  (meters)      20.19   (feet)  ADJUSTED  
 JU0887  ___________________________________________________________________
 JU0887  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JU0887  DYNAMIC HT  -           6.151 (meters)      20.18  (feet)  COMP
 JU0887  MODELED GRAV-     980,180.2   (mgal)                       NAVD 88
 JU0887
 JU0887  VERT ORDER  -  SECOND    CLASS 0
 JU0887
 JU0887.The horizontal coordinates were scaled from a topographic map and have
 JU0887.an estimated accuracy of +/- 6 seconds.
 JU0887
 JU0887.The orthometric height was determined by differential leveling
 JU0887.and adjusted by the National Geodetic Survey in June 1991..
 JU0887
 JU0887.The geoid height was determined by GEOID03.
 JU0887
 JU0887.The dynamic height is computed by dividing the NAVD 88
 JU0887.geopotential number by the normal gravity value computed on the
 JU0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0887.degrees latitude (g = 980.6199 gals.).
 JU0887
 JU0887.The modeled gravity was interpolated from observed gravity values.
 JU0887
 JU0887;                    North         East    Units  Estimated Accuracy
 JU0887;SPC PA S     -    65,630.      813,540.      MT  (+/- 180 meters Scaled)
 JU0887
 JU0887                          SUPERSEDED SURVEY CONTROL
 JU0887
 JU0887  NGVD 29 (??/??/??)    6.503  (m)           21.34   (f) ADJUSTED    2 0
 JU0887
 JU0887.Superseded values are not recommended for survey control.
 JU0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0887.See file dsdata.txt to determine how the superseded data were derived.
 JU0887
 JU0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK783163(NAD 83)
 JU0887_MARKER: DZ = AZIMUTH MARK DISK
 JU0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0887_STAMPING: DICKS 1961
 JU0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0887+STABILITY: SURFACE MOTION
 JU0887
 JU0887  HISTORY     - Date     Condition        Report By
 JU0887  HISTORY     - 1961     MONUMENTED       CGS
 JU0887
 JU0887                          STATION DESCRIPTION
 JU0887
 JU0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0887'AT PHILADELPHIA.
 JU0887'LOCATED IN THE SOUTHWEST SECTION OF THE CITY OF PHILADELPHIA
 JU0887'ABOUT 1 MILE NORTH OF THE PHILADELPHIA INTERNATIONAL AIRPORT,
 JU0887'ABOUT 0.2 MILE NORTHEAST ON DICKS AVENUE FROM THE STATION, AT
 JU0887'THE JUNCTION OF 84TH STREET AND DICKS AVENUE, 15 FEET SOUTHEAST
 JU0887'OF THE CENTERLINE OF DICKS AVENUE, 26 FEET WEST OF THE NORTH
 JU0887'EAST CORNER OF A FENCE LINE, 45 FEET SOUTH SOUTHEAST OF A MAIL
 JU0887'BOX, 54 FEET SOUTHWEST OF THE JUNCTION OF THE CENTERLINES OF 84TH
 JU0887'STREET AND DICKS AVENUE, SET IN TOP OF A CONCRETE POST PROJECTING
 JU0887'ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0888 ***********************************************************************
 JU0888  DESIGNATION -  DICKS RM 1
 JU0888  PID         -  JU0888
 JU0888  STATE/COUNTY-  PA/PHILADELPHIA
 JU0888  USGS QUAD   -  LANSDOWNE (1994)
 JU0888
 JU0888                         *CURRENT SURVEY CONTROL
 JU0888  ___________________________________________________________________
 JU0888* NAD 83(1986)-  39 53 42.     (N)    075 15 18.     (W)     SCALED    
 JU0888* NAVD 88     -         2.879  (meters)       9.45   (feet)  ADJUSTED  
 JU0888  ___________________________________________________________________
 JU0888  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JU0888  DYNAMIC HT  -           2.878 (meters)       9.44  (feet)  COMP
 JU0888  MODELED GRAV-     980,180.3   (mgal)                       NAVD 88
 JU0888
 JU0888  VERT ORDER  -  SECOND    CLASS 0
 JU0888
 JU0888.The horizontal coordinates were scaled from a topographic map and have
 JU0888.an estimated accuracy of +/- 6 seconds.
 JU0888
 JU0888.The orthometric height was determined by differential leveling
 JU0888.and adjusted by the National Geodetic Survey in June 1991..
 JU0888
 JU0888.The geoid height was determined by GEOID03.
 JU0888
 JU0888.The dynamic height is computed by dividing the NAVD 88
 JU0888.geopotential number by the normal gravity value computed on the
 JU0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0888.degrees latitude (g = 980.6199 gals.).
 JU0888
 JU0888.The modeled gravity was interpolated from observed gravity values.
 JU0888
 JU0888;                    North         East    Units  Estimated Accuracy
 JU0888;SPC PA S     -    65,380.      813,360.      MT  (+/- 180 meters Scaled)
 JU0888
 JU0888                          SUPERSEDED SURVEY CONTROL
 JU0888
 JU0888  NGVD 29 (??/??/??)    3.229  (m)           10.59   (f) ADJUSTED    2 0
 JU0888
 JU0888.Superseded values are not recommended for survey control.
 JU0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0888.See file dsdata.txt to determine how the superseded data were derived.
 JU0888
 JU0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK782161(NAD 83)
 JU0888_MARKER: DR = REFERENCE MARK DISK
 JU0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0888_STAMPING: DICKS NO 1 1961
 JU0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0888+STABILITY: SURFACE MOTION
 JU0888
 JU0888  HISTORY     - Date     Condition        Report By
 JU0888  HISTORY     - 1961     MONUMENTED       CGS
 JU0888
 JU0888                          STATION DESCRIPTION
 JU0888
 JU0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0888'AT PHILADELPHIA.
 JU0888'IN THE SOUTHWEST SECTION OF THE CITY OF PHILADELPHIA ABOUT 1
 JU0888'MILE NORTH OF THE PHILADELPHIA INTERNATIONAL AIRPORT AT THE
 JU0888'JUNCTION OF A EXTENDED LINE OF DICKS AVENUE AND 86TH STREET,
 JU0888'95 FEET NOTH NORTHEAST OF THE CENTERLINE OF 86TH STREET, 105
 JU0888'FEET SOUTH SOUTHWEST OF POWER POLE NO 1929, 78 FEET EAST
 JU0888'NORTHEAST OF THE STATION BM, SET IN TOP OF A CONCRETE POST
 JU0888'PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0890 ***********************************************************************
 JU0890  DESIGNATION -  DICKS RM 2
 JU0890  PID         -  JU0890
 JU0890  STATE/COUNTY-  PA/PHILADELPHIA
 JU0890  USGS QUAD   -  LANSDOWNE (1994)
 JU0890
 JU0890                         *CURRENT SURVEY CONTROL
 JU0890  ___________________________________________________________________
 JU0890* NAD 83(1986)-  39 53 42.     (N)    075 15 18.     (W)     SCALED    
 JU0890* NAVD 88     -         3.269  (meters)      10.72   (feet)  ADJUSTED  
 JU0890  ___________________________________________________________________
 JU0890  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JU0890  DYNAMIC HT  -           3.268 (meters)      10.72  (feet)  COMP
 JU0890  MODELED GRAV-     980,180.3   (mgal)                       NAVD 88
 JU0890
 JU0890  VERT ORDER  -  SECOND    CLASS 0
 JU0890
 JU0890.The horizontal coordinates were scaled from a topographic map and have
 JU0890.an estimated accuracy of +/- 6 seconds.
 JU0890
 JU0890.The orthometric height was determined by differential leveling
 JU0890.and adjusted by the National Geodetic Survey in June 1991..
 JU0890
 JU0890.The geoid height was determined by GEOID03.
 JU0890
 JU0890.The dynamic height is computed by dividing the NAVD 88
 JU0890.geopotential number by the normal gravity value computed on the
 JU0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0890.degrees latitude (g = 980.6199 gals.).
 JU0890
 JU0890.The modeled gravity was interpolated from observed gravity values.
 JU0890
 JU0890;                    North         East    Units  Estimated Accuracy
 JU0890;SPC PA S     -    65,380.      813,360.      MT  (+/- 180 meters Scaled)
 JU0890
 JU0890                          SUPERSEDED SURVEY CONTROL
 JU0890
 JU0890  NGVD 29 (??/??/??)    3.619  (m)           11.87   (f) ADJUSTED    2 0
 JU0890
 JU0890.Superseded values are not recommended for survey control.
 JU0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0890.See file dsdata.txt to determine how the superseded data were derived.
 JU0890
 JU0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK782161(NAD 83)
 JU0890_MARKER: DR = REFERENCE MARK DISK
 JU0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0890_STAMPING: DICKS NO 2 1961
 JU0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0890+STABILITY: SURFACE MOTION
 JU0890
 JU0890  HISTORY     - Date     Condition        Report By
 JU0890  HISTORY     - 1961     MONUMENTED       CGS
 JU0890
 JU0890                          STATION DESCRIPTION
 JU0890
 JU0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0890'AT PHILADELPHIA.
 JU0890'IN THE SOUTH WEST SECTION OF PHILADELPHIA ABOUT 1 MILE NORTH OF
 JU0890'THE PHILADELPHIA INTERNATIONAL AIRPORT, AT THE JUNCTION OF A
 JU0890'EXTENSION OF DICKS AVENUE AND 86TH STREET.  SET 27 FEET NORTH
 JU0890'EAST OF THE CENTERLINE OF 86TH STREET, 188 FEET SOUTHWEST OF
 JU0890'POWER POLE NO 1929, 80 FEET WEST NORTHWEST OF THE STATION BM,
 JU0890'SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1371 ***********************************************************************
 LY1371  DESIGNATION -  DICKSON
 LY1371  PID         -  LY1371
 LY1371  STATE/COUNTY-  PA/LACKAWANNA
 LY1371  USGS QUAD   -  SCRANTON (1994)
 LY1371
 LY1371                         *CURRENT SURVEY CONTROL
 LY1371  ___________________________________________________________________
 LY1371* NAD 83(1992)-  41 27 18.90417(N)    075 39 15.35671(W)     ADJUSTED  
 LY1371* NAVD 88     -       294.526  (meters)     966.29   (feet)  ADJUSTED  
 LY1371  ___________________________________________________________________
 LY1371  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 LY1371  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 LY1371  DYNAMIC HT  -         294.411 (meters)     965.91  (feet)  COMP
 LY1371  MODELED GRAV-     980,226.8   (mgal)                       NAVD 88
 LY1371
 LY1371  HORZ ORDER  -  SECOND
 LY1371  VERT ORDER  -  SECOND    CLASS 0
 LY1371
 LY1371.The horizontal coordinates were established by classical geodetic methods
 LY1371.and adjusted by the National Geodetic Survey in June 2002..
 LY1371
 LY1371.The orthometric height was determined by differential leveling
 LY1371.and adjusted by the National Geodetic Survey in June 1991..
 LY1371
 LY1371.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY1371
 LY1371.The geoid height was determined by GEOID03.
 LY1371
 LY1371.The dynamic height is computed by dividing the NAVD 88
 LY1371.geopotential number by the normal gravity value computed on the
 LY1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1371.degrees latitude (g = 980.6199 gals.).
 LY1371
 LY1371.The modeled gravity was interpolated from observed gravity values.
 LY1371
 LY1371;                    North         East     Units Scale Factor Converg.
 LY1371;SPC PA N     -   145,220.774   775,081.577   MT  0.99995706   +1 23 11.1
 LY1371;SPC PA N     -   476,445.16  2,542,913.47   sFT  0.99995706   +1 23 11.1
 LY1371;UTM  18      - 4,589,502.820   445,355.445   MT  0.99963675   -0 25 59.4
 LY1371
 LY1371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY1371!SPC PA N     -   0.99995872  x   0.99995706  =   0.99991578
 LY1371!UTM  18      -   0.99995872  x   0.99963675  =   0.99959548
 LY1371
 LY1371|---------------------------------------------------------------------|
 LY1371| PID    Reference Object                     Distance      Geod. Az  |
 LY1371|                                                           dddmmss.s |
 LY1371| LY1372 DICKSON RM 1                          4.008 METERS 10416     |
 LY1371| LY2731 THROOP                              APPROX. 3.2 KM 1323623.1 |
 LY1371| CB4002 DICKSON RM 2                          7.715 METERS 21055     |
 LY1371|---------------------------------------------------------------------|
 LY1371
 LY1371                          SUPERSEDED SURVEY CONTROL
 LY1371
 LY1371  NAD 83(1996)-  41 27 18.90359(N)    075 39 15.36084(W) AD(       ) 2
 LY1371  NAD 83(1986)-  41 27 18.90456(N)    075 39 15.36218(W) AD(       ) 2
 LY1371  NAD 27      -  41 27 18.61920(N)    075 39 16.66250(W) AD(       ) 2
 LY1371  NGVD 29 (??/??/92)  294.744  (m)          967.01   (f) ADJ UNCH    2 0
 LY1371
 LY1371.Superseded values are not recommended for survey control.
 LY1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1371.See file dsdata.txt to determine how the superseded data were derived.
 LY1371
 LY1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL4535589503(NAD 83)
 LY1371_MARKER: DS = TRIANGULATION STATION DISK
 LY1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1371_STAMPING: DICKSON 1959
 LY1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1371+STABILITY: SURFACE MOTION
 LY1371
 LY1371  HISTORY     - Date     Condition        Report By
 LY1371  HISTORY     - 1959     MONUMENTED       CGS
 LY1371  HISTORY     - 1961     GOOD             NGS
 LY1371  HISTORY     - 1973     SEE DESCRIPTION  LOCENG
 LY1371  HISTORY     - 1974     SEE DESCRIPTION  NGS
 LY1371  HISTORY     - 1974     MARK NOT FOUND   NGS
 LY1371
 LY1371                          STATION DESCRIPTION
 LY1371
 LY1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY1371'THE STATION IS LOCATED ON A SPOIL PILE IN THE NORTHEAST EDGE OF THE
 LY1371'PROVIDENCE SECTION OF SCRANTON AND ON THE SOUTH ROAD OF-RIGHT-OF-WAY,
 LY1371'SOUTH OF A 4-LANE HIGHWAY, ABOUT 3 MILES SOUTHEAST OF CLARK SUMMIT
 LY1371'AND 1.0 MILE WEST OF DICKSON CITY.
 LY1371'
 LY1371'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6, 11 AND 611
 LY1371'IN THE NORTHEAST PROVIDENCE SECTION OF SCRANTON, GO NORTHEAST ON
 LY1371'U.S. HIGHWAY 6 FOR 0.1 MILE TO A HIGHWAY RAMP ON THE RIGHT, EAST,
 LY1371'SIDE OF THE HIGHWAY.  TURN RIGHT AND GO NORTHEAST ON THE RAMP FOR
 LY1371'0.1 MILE, THENCE RIGHT AND GO EAST ON THE HIGHWAY FOR 0.29 MILE TO A
 LY1371'SPOIL BANK ON THE RIGHT, SOUTH, SIDE OF THE HIGHWAY AND THE
 LY1371'STATION.
 LY1371'
 LY1371'THE STATION MARK, A STANDARD DISK STAMPED DICKSON 1959, IS SET IN THE
 LY1371'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 LY1371'OF THE GROUND.  IT IS 100 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 LY1371'DIVIDER OF THE 4-LANE TRAFFIC, 6.2 FEET SOUTH-SOUTHWEST OF A
 LY1371'STANDARD METAL WITNESS MARKER AND IS NEAR THE NORTH EDGE OF THE SPOIL
 LY1371'BANK.
 LY1371'
 LY1371'REFERENCE MARK 1, A STANDARD DISK STAMPED DICKSON NO 1, 1959 IS SET
 LY1371'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 LY1371'SURFACE OF THE GROUND.  IT IS 13.7 FEET SOUTHEAST OF A STANDARD METAL
 LY1371'WITNESS MARKER, NEAR THE EAST EDGE OF THE SPOIL BANK AND IS ABOUT 14
 LY1371'INCHES LOWER THAN THE STATION.
 LY1371'
 LY1371'REFERENCE MARK 2, A STANDARD DISK STAMPED DICKSON NO 2 1959, IS SET
 LY1371'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 LY1371'SURFACE OF THE GROUND.  IT IS 31 FEET SOUTH-SOUTH WEST OF A STANDARD
 LY1371'METAL WITNESS MARKER, 6 FEET NORTHWEST OF THE SOUTHEAST EDGE
 LY1371'OF THE SPOIL BANK AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 LY1371'
 LY1371'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.  STATION THROOP MAY
 LY1371'BE USED FOR AN AZIMUTH MARK.
 LY1371'
 LY1371'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LY1371
 LY1371                          STATION RECOVERY (1961)
 LY1371
 LY1371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LY1371'IN SCRANTON.
 LY1371'FROM THE TRAFFIC CIRCLE IN THE NORTH EAST SECTION OF SCRANTON
 LY1371'WHICH IS JUNCTION OF U.S. HWY 6 AND U.S. HWY 11, GO 0.1 MILE
 LY1371'NORTH EAST TO SCRANTON BY-PASS WHICH IS INTERSTATE HWY 81,
 LY1371'THENCE 0.5 MILE SOUTH WEST ON SCRANTON BY-PASS TO A SMALL HILL
 LY1371'(SLAG PILE) ON THE SOUTH WEST SIDE OF THE HIGHWAY AND STATION,
 LY1371'STANDARD TRIANGULATION STATION DISK SET IN TOP OF CONCRETE
 LY1371'POST, STAMPED DICKSON 1959
 LY1371
 LY1371                          STATION RECOVERY (1973)
 LY1371
 LY1371'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (GMB)
 LY1371'RECOVERED BY JOHN R. KEARNEY, R.E.
 LY1371'
 LY1371'THE STATION WAS ON THE PRESENT SITE OF A NEW SCHOOL-THE LACKAWANNA
 LY1371'COUNTY VO-TECH SCHOOL-MUCH GRADING HAS TAKEN PLACE IN THE AREA,
 LY1371'THE SPOIL PILE DESCRIBED IS NO LONGER THERE.
 LY1371
 LY1371                          STATION RECOVERY (1974)
 LY1371
 LY1371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LY1371'THE STATION WAS SEARCHED FOR BUT NO MARKS WERE FOUND.  IT IS POSSIBLE
 LY1371'THE SUB-SURFACE DISK IS STILL INTACT UNDER A NEWLY CUT
 LY1371'SIDEHILL.  A NEW BUILDING HAS BEEN CONSTRUCTED IN THE AREA WHERE THE
 LY1371'STATION WAS AND IT IS BELIEVED ALL MARKS WERE DESTROYED.
 LY1371
 LY1371                          STATION RECOVERY (1974)
 LY1371
 LY1371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LY1371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3158 ***********************************************************************
 KY3158  DESIGNATION -  DICKSON
 KY3158  PID         -  KY3158
 KY3158  STATE/COUNTY-  PA/ALLEGHENY
 KY3158  USGS QUAD   -  CLINTON (1990)
 KY3158
 KY3158                         *CURRENT SURVEY CONTROL
 KY3158  ___________________________________________________________________
 KY3158* NAD 83(1992)-  40 29 49.42992(N)    080 16 59.03785(W)     ADJUSTED  
 KY3158* NAVD 88     -       393.     (meters)    1289.     (feet)  SCALED    
 KY3158  ___________________________________________________________________
 KY3158  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 KY3158  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 KY3158
 KY3158  HORZ ORDER  -  THIRD
 KY3158
 KY3158.The horizontal coordinates were established by classical geodetic methods
 KY3158.and adjusted by the National Geodetic Survey in June 2002..
 KY3158
 KY3158.The orthometric height was scaled from a topographic map.
 KY3158
 KY3158.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3158
 KY3158.The geoid height was determined by GEOID03.
 KY3158
 KY3158;                    North         East     Units Scale Factor Converg.
 KY3158;SPC PA S     -   132,294.351   385,306.362   MT  0.99995983   -1 38 36.4
 KY3158;SPC PA S     -   434,035.72  1,264,125.96   sFT  0.99995983   -1 38 36.4
 KY3158;UTM  17      - 4,483,175.661   560,751.477   MT  0.99964543   +0 27 56.2
 KY3158
 KY3158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3158!SPC PA S     -   0.99994372  x   0.99995983  =   0.99990355
 KY3158!UTM  17      -   0.99994372  x   0.99964543  =   0.99958917
 KY3158
 KY3158:                Primary Azimuth Mark                     Grid Az
 KY3158:SPC PA S     -  UNION CHURCH UNITED PRESB CH             119 13 22.4
 KY3158:UTM  17      -  UNION CHURCH UNITED PRESB CH             117 06 49.8
 KY3158
 KY3158|---------------------------------------------------------------------|
 KY3158| PID    Reference Object                     Distance      Geod. Az  |
 KY3158|                                                           dddmmss.s |
 KY3158| KY3100 UNION CHURCH UNITED PRESB CH        APPROX.12.8 KM 1173446.0 |
 KY3158|---------------------------------------------------------------------|
 KY3158
 KY3158                          SUPERSEDED SURVEY CONTROL
 KY3158
 KY3158  NAD 83(1995)-  40 29 49.43020(N)    080 16 59.03849(W) AD(       ) 3
 KY3158  NAD 83(1986)-  40 29 49.43418(N)    080 16 59.04657(W) AD(       ) 3
 KY3158  NAD 27      -  40 29 49.19108(N)    080 16 59.82290(W) AD(       ) 3
 KY3158
 KY3158.Superseded values are not recommended for survey control.
 KY3158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3158.See file dsdata.txt to determine how the superseded data were derived.
 KY3158
 KY3158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE6075183176(NAD 83)
 KY3158_MARKER: DD = SURVEY DISK
 KY3158_SETTING: 0 = UNSPECIFIED SETTING
 KY3158_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3158
 KY3158  HISTORY     - Date     Condition        Report By
 KY3158  HISTORY     - 1900     MONUMENTED       USGS
 KY3158  HISTORY     - 1968     MARK NOT FOUND   USGS
 KY3158
 KY3158                          STATION DESCRIPTION
 KY3158
 KY3158'DESCRIBED BY US GEOLOGICAL SURVEY 1900 (DHB)
 KY3158'ON HILL IN FINDLAY TOWNSHIP, 1.0 MI NE. OF CLINTON, ON LAND OWNED
 KY3158'BY PROF. JAMES DICKSON.
 KY3158'
 KY3158'STATION MARK--  SANDSTONE POST 40 BY 8 BY 8-IN., SET 36 IN. IN
 KY3158'GROUND, IN THE CENTER OF TOP OF WHICH IS CEMENTED A STANDARD DISK
 KY3158'MARKED---U S GEOLOGICAL SURVEY-PENNSYLVANIA---.
 KY3158
 KY3158                          STATION RECOVERY (1968)
 KY3158
 KY3158'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KY3158'MARKED---U S GEOLOGICAL SURVEY-PENNSYLVANIA---.  REPORTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1372 ***********************************************************************
 LY1372  DESIGNATION -  DICKSON RM 1
 LY1372  PID         -  LY1372
 LY1372  STATE/COUNTY-  PA/LACKAWANNA
 LY1372  USGS QUAD   -  SCRANTON (1994)
 LY1372
 LY1372                         *CURRENT SURVEY CONTROL
 LY1372  ___________________________________________________________________
 LY1372* NAD 83(1986)-  41 27 18.     (N)    075 39 15.     (W)     SCALED    
 LY1372* NAVD 88     -       294.051  (meters)     964.73   (feet)  ADJUSTED  
 LY1372  ___________________________________________________________________
 LY1372  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 LY1372  DYNAMIC HT  -         293.937 (meters)     964.36  (feet)  COMP
 LY1372  MODELED GRAV-     980,226.8   (mgal)                       NAVD 88
 LY1372
 LY1372  VERT ORDER  -  SECOND    CLASS 0
 LY1372
 LY1372.The horizontal coordinates were scaled from a topographic map and have
 LY1372.an estimated accuracy of +/- 6 seconds.
 LY1372
 LY1372.The orthometric height was determined by differential leveling
 LY1372.and adjusted by the National Geodetic Survey in June 1991..
 LY1372
 LY1372.The geoid height was determined by GEOID03.
 LY1372
 LY1372.The dynamic height is computed by dividing the NAVD 88
 LY1372.geopotential number by the normal gravity value computed on the
 LY1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1372.degrees latitude (g = 980.6199 gals.).
 LY1372
 LY1372.The modeled gravity was interpolated from observed gravity values.
 LY1372
 LY1372;                    North         East    Units  Estimated Accuracy
 LY1372;SPC PA N     -   145,190.      775,090.      MT  (+/- 180 meters Scaled)
 LY1372
 LY1372                          SUPERSEDED SURVEY CONTROL
 LY1372
 LY1372  NGVD 29 (??/??/92)  294.268  (m)          965.44   (f) ADJ UNCH    2 0
 LY1372
 LY1372.Superseded values are not recommended for survey control.
 LY1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1372.See file dsdata.txt to determine how the superseded data were derived.
 LY1372
 LY1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL453894(NAD 83)
 LY1372_MARKER: DR = REFERENCE MARK DISK
 LY1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1372_STAMPING: DICKSON NO 1 1959
 LY1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1372+STABILITY: SURFACE MOTION
 LY1372
 LY1372  HISTORY     - Date     Condition        Report By
 LY1372  HISTORY     - 1959     MONUMENTED       CGS
 LY1372  HISTORY     - 1961     GOOD             NGS
 LY1372  HISTORY     - 1974     MARK NOT FOUND   NGS
 LY1372
 LY1372                          STATION DESCRIPTION
 LY1372
 LY1372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LY1372'IN SCRANTON.
 LY1372'FROM THE TRAFFIC CIRCLE IN THE NORTH EAST SECTION OF
 LY1372'SCRANTON WHICH IS THE JUNCTION OF U.S. HWY 6 AND U.S. HWY 11,
 LY1372'GO 0.1 MILE NORTH EAST TO THE SCRANTON BY-PASS WHICH IS INTERSTATE
 LY1372'HWY 81, THENCE 0.5 MILE SOUTH WEST ON SCRANTON BY*PASS TO A
 LY1372'SMALL HILL (SLAG PILE) ON THE SOUTH WEST SIDE OF THE HIGHWAY AND
 LY1372'RM, STANDARD REFERENCE MARK DISK SET IN TOP OF CONCRETE POST,
 LY1372'STAMPED DICKSON NO. 1 1959.
 LY1372
 LY1372                          STATION RECOVERY (1974)
 LY1372
 LY1372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LY1372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1848 ***********************************************************************
 LZ1848  DESIGNATION -  DIETRICH
 LZ1848  PID         -  LZ1848
 LZ1848  STATE/COUNTY-  PA/WYOMING
 LZ1848  USGS QUAD   -  MESHOPPEN (1969)
 LZ1848
 LZ1848                         *CURRENT SURVEY CONTROL
 LZ1848  ___________________________________________________________________
 LZ1848* NAD 83(1992)-  41 35 33.45793(N)    076 00 18.16751(W)     ADJUSTED  
 LZ1848* NAVD 88     -       456.     (meters)    1496.     (feet)  VERTCON   
 LZ1848  ___________________________________________________________________
 LZ1848  LAPLACE CORR-           4.62  (seconds)                    DEFLEC99
 LZ1848  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 LZ1848
 LZ1848  HORZ ORDER  -  SECOND
 LZ1848
 LZ1848.The horizontal coordinates were established by classical geodetic methods
 LZ1848.and adjusted by the National Geodetic Survey in June 2002..
 LZ1848
 LZ1848.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1848
 LZ1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1848
 LZ1848.The geoid height was determined by GEOID03.
 LZ1848
 LZ1848;                    North         East     Units Scale Factor Converg.
 LZ1848;SPC PA N     -   159,824.820   745,473.691   MT  0.99996150   +1 09 15.7
 LZ1848;SPC PA N     -   524,358.60  2,445,774.93   sFT  0.99996150   +1 09 15.7
 LZ1848;UTM  18      - 4,605,035.426   416,235.151   MT  0.99968634   -0 40 02.0
 LZ1848
 LZ1848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1848!SPC PA N     -   0.99993348  x   0.99996150  =   0.99989498
 LZ1848!UTM  18      -   0.99993348  x   0.99968634  =   0.99961984
 LZ1848
 LZ1848|---------------------------------------------------------------------|
 LZ1848| PID    Reference Object                     Distance      Geod. Az  |
 LZ1848|                                                           dddmmss.s |
 LZ1848| CB4004 DIETRICH RM 2                         8.698 METERS 17913     |
 LZ1848| LZ1847 LASCO                               155.743 METERS 19021     |
 LZ1848| CB4003 DIETRICH RM 1                         5.286 METERS 29806     |
 LZ1848|---------------------------------------------------------------------|
 LZ1848
 LZ1848                          SUPERSEDED SURVEY CONTROL
 LZ1848
 LZ1848  NAD 83(1996)-  41 35 33.45758(N)    076 00 18.16740(W) AD(       ) 2
 LZ1848  NAD 83(1986)-  41 35 33.45744(N)    076 00 18.16669(W) AD(       ) 2
 LZ1848  NAD 27      -  41 35 33.18500(N)    076 00 19.43700(W) AD(       ) 2
 LZ1848  NGVD 29 (07/19/86)  456.     (m)         1496.     (f) VERT ANG       
 LZ1848
 LZ1848.Superseded values are not recommended for survey control.
 LZ1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1848.See file dsdata.txt to determine how the superseded data were derived.
 LZ1848
 LZ1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM1623505035(NAD 83)
 LZ1848_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1848
 LZ1848  HISTORY     - Date     Condition        Report By
 LZ1848  HISTORY     - 1929     MONUMENTED       CGS
 LZ1848  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LZ1848  HISTORY     - 20031030 GOOD             INDIV
 LZ1848
 LZ1848                          STATION DESCRIPTION
 LZ1848
 LZ1848'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 LZ1848'STATION IS LOCATED ABOUT 6.5 MILES W OF TUNKHANNOCK AND 1/4 MILE W OF
 LZ1848'RUSSELL HILL ON LAND OWNED BY MR. ELMER DIETRICH.  THE
 LZ1848'STATION IS ABOUT 30 METERS E OF MR. DIETRICHS HOUSE AND AT THE FOOT
 LZ1848'OF LARGE FLAGPOLE.
 LZ1848'
 LZ1848'STATION MARK IS STANDARD BRONZE DISK SET IN CONCRETE, AS DESCRIBED IN
 LZ1848'NOTE 1A.
 LZ1848'
 LZ1848'REFERENCE MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK, AS
 LZ1848'DESCRIBED IN NOTE 12A.  NO. 1 IS NW OF THE STATION AND NO. 2
 LZ1848'IS SW OF THE STATION.
 LZ1848'
 LZ1848'TO REACH STATION FROM TUNKHANNOCK GO W ON U.S. ROUTE 6, 6.5 MILES TO
 LZ1848'TOP OF FLORES KNOB.  TURN RIGHT AT SIGN (FLORIES KNOB)
 LZ1848'AND CONTINUE UP THIS GRAVEL ROAD 1/4 MILE TO MR. DIETRICHS HOME.
 LZ1848'THERE IS ALSO A SIGN READING TOP OF THE WORLD AT THE POINT
 LZ1848'WHERE YOU LEAVE THE HIGHWAY TO GO TO MR. DIETRICHS HOME.
 LZ1848
 LZ1848                          STATION RECOVERY (1968)
 LZ1848
 LZ1848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WMJ)
 LZ1848'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 LZ1848'IN GOOD CONDITION.  DUE TO A NEW HIGHWAY BEING BUILT A
 LZ1848'NEW TO REACH FOLLOWS.
 LZ1848'
 LZ1848'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 LZ1848'HIGHWAY 87, AT RUSSELL HILL, GO NORTHWEST ON U.S. HIGHWAY 6
 LZ1848'FOR 0.05 MILE TO A FORK, TAKE THE RIGHT FORK, OLD HIGHWAY 6, AND GO
 LZ1848'NORTHWEST FOR 0.2 MILE TO A PRIVATE DRIVE ON THE RIGHT,
 LZ1848'TURN RIGHT AND GO NORTH ON THE PRIVATE DRIVE FOR 0.6 MILE TO THE HOME
 LZ1848'OF MR. STEVE LASCO AND THE STATION ON THE LEFT.
 LZ1848'
 LZ1848'NOTE- A GEODIMETER TIE WAS MADE TO STATION LASCO, THE DISTANCE BEING
 LZ1848'155.737 METERS.
 LZ1848
 LZ1848                          STATION RECOVERY (2003)
 LZ1848
 LZ1848'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (ZKM)
 LZ1848'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LZ1848'CONDITION WITH THE ASSISTANCE OF STEVE AND RUTH LASCO.
 LZ1848'REFERENCE MARK 1 IS APPROXIMATELY 17 FEET EAST OF A POWERPOLE NUMBERED
 LZ1848'NPP A43X1979 AND BFC 10.
 LZ1848'A ROCK RETAINING WALL HAS BEEN BUILT UPON THE BEDROCK THAT HOLDS
 LZ1848'REFERENCE MARK 2, AND THE REFERENCE MARK SITS IN A CUTOUT,
 LZ1848'APPROXIMATELY 20 INCHES BELOW THE TOP OF THE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3019 ***********************************************************************
 KY3019  DESIGNATION -  DIETZ
 KY3019  PID         -  KY3019
 KY3019  STATE/COUNTY-  PA/BUTLER
 KY3019  USGS QUAD   -  EVANS CITY (1977)
 KY3019
 KY3019                         *CURRENT SURVEY CONTROL
 KY3019  ___________________________________________________________________
 KY3019* NAD 83(1992)-  40 45 18.32986(N)    080 06 55.31207(W)     ADJUSTED  
 KY3019* NAVD 88     -       394.     (meters)    1293.     (feet)  SCALED    
 KY3019  ___________________________________________________________________
 KY3019  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 KY3019  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 KY3019
 KY3019  HORZ ORDER  -  SECOND
 KY3019
 KY3019.The horizontal coordinates were established by classical geodetic methods
 KY3019.and adjusted by the National Geodetic Survey in June 2002..
 KY3019
 KY3019.The orthometric height was scaled from a topographic map.
 KY3019
 KY3019.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3019
 KY3019.The geoid height was determined by GEOID03.
 KY3019
 KY3019;                    North         East     Units Scale Factor Converg.
 KY3019;SPC PA S     -   160,541.993   400,283.970   MT  0.99997358   -1 32 04.7
 KY3019;SPC PA S     -   526,711.52  1,313,264.99   sFT  0.99997358   -1 32 04.7
 KY3019;UTM  17      - 4,511,946.845   574,674.354   MT  0.99966863   +0 34 39.1
 KY3019
 KY3019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3019!SPC PA S     -   0.99994357  x   0.99997358  =   0.99991715
 KY3019!UTM  17      -   0.99994357  x   0.99966863  =   0.99961221
 KY3019
 KY3019|---------------------------------------------------------------------|
 KY3019| PID    Reference Object                     Distance      Geod. Az  |
 KY3019|                                                           dddmmss.s |
 KY3019| CX4400 DIETZ RM 1                           19.817 METERS 03049     |
 KY3019| CX4401 DIETZ RM 2                           18.165 METERS 12706     |
 KY3019| KY3030 DAVIS                               APPROX. 3.0 KM 1640034.4 |
 KY3019|---------------------------------------------------------------------|
 KY3019
 KY3019                          SUPERSEDED SURVEY CONTROL
 KY3019
 KY3019  NAD 83(1995)-  40 45 18.33035(N)    080 06 55.31030(W) AD(       ) 2
 KY3019  NAD 83(1986)-  40 45 18.33416(N)    080 06 55.31966(W) AD(       ) 2
 KY3019  NAD 27      -  40 45 18.09590(N)    080 06 56.11260(W) AD(       ) 2
 KY3019
 KY3019.Superseded values are not recommended for survey control.
 KY3019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3019.See file dsdata.txt to determine how the superseded data were derived.
 KY3019
 KY3019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF7467411947(NAD 83)
 KY3019_MARKER: DS = TRIANGULATION STATION DISK
 KY3019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3019
 KY3019  HISTORY     - Date     Condition        Report By
 KY3019  HISTORY     - 1959     MONUMENTED       CGS
 KY3019
 KY3019                          STATION DESCRIPTION
 KY3019
 KY3019'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 KY3019'STATION IS LOCATED ON A HIGH HILL, ABOUT 0.1 MILE EAST OF U.S.
 KY3019'HIGHWAY 19, 2-3/4 MILES SOUTH-SOUTHEAST OF ZELIENOPLE, 3 MILES
 KY3019'WEST-SOUTHWEST OF EVANSBURG, ON PROPERTY OWNED BY MR. W.E. DIETZ.
 KY3019'
 KY3019'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 19 AND STATE
 KY3019'HIGHWAY 68 AT THE SOUTH EDGE OF ZELIENOPLE.  GO SOUTH ON HIGHWAY
 KY3019'19 FOR 3.2 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON A DIRT
 KY3019'ROAD FOR 0.1 MILE TO A DRIVEWAY ON THE RIGHT SIDE OF THE ROAD.
 KY3019'TURN RIGHT AND GO SOUTH ON THE DRIVEWAY FOR 0.08 MILE TO A DIM
 KY3019'FIELD ROAD RIGHT.  TURN RIGHT AND GO WEST THROUGH A FIELD AND
 KY3019'UPHILL ON A DIM TRACK ROAD FOR 0.1 MILE TO THE EDGE OF THE WOODS,
 KY3019'CONTINUE UPHILL AND THROUGH THE WOODS FOR ABOUT 200 FEET TO THE
 KY3019'HIGHEST POINT OF THE HILL AND STATION.
 KY3019'
 KY3019'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF SQUARE CONCRETE
 KY3019'MONUMENTS.
 KY3019'
 KY3019'STATION MARK IS STAMPED DIETZ 1959 AND PROJECTS ABOUT 2 INCHES.
 KY3019'IT IS 2.5 FEET EAST OF A STANDARD METAL WITNESS POST.
 KY3019'
 KY3019'REFERENCE MARK 1 IS STAMPED DIETZ NO 1 1959 AND PROJECTS ABOUT 1
 KY3019'INCH.  IT IS ABOUT 59 FEET NORTH-NORTHEAST OF THE WITNESS POST.
 KY3019'IT IS ABOUT 3 FEET LOWER THAN THE STATION MARK.  IT IS ABOUT 6
 KY3019'FEET WEST OF A 20-INCH TWIN-TRUNK OAK TREE.
 KY3019'
 KY3019'REFERENCE MARK 2 IS STAMPED DIETZ NO 2 1959 AND PROJECTS ABOUT 4
 KY3019'INCHES.  IT IS ABOUT 65 FEET SOUTHEAST OF THE WITNESS POST AND IS
 KY3019'ABOUT THE SAME ELEVATION AS THE STATION MARK.
 KY3019'
 KY3019'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1904 ***********************************************************************
 MB1904  DESIGNATION -  DIGHT
 MB1904  PID         -  MB1904
 MB1904  STATE/COUNTY-  PA/MERCER
 MB1904  USGS QUAD   -  SLIPPERY ROCK (1977)
 MB1904
 MB1904                         *CURRENT SURVEY CONTROL
 MB1904  ___________________________________________________________________
 MB1904* NAD 83(1992)-  41 04 17.20459(N)    080 05 50.09696(W)     ADJUSTED  
 MB1904* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 MB1904  ___________________________________________________________________
 MB1904  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 MB1904  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 MB1904
 MB1904  HORZ ORDER  -  SECOND
 MB1904
 MB1904.The horizontal coordinates were established by classical geodetic methods
 MB1904.and adjusted by the National Geodetic Survey in June 2002..
 MB1904
 MB1904.The orthometric height was scaled from a topographic map.
 MB1904
 MB1904.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1904
 MB1904.The geoid height was determined by GEOID03.
 MB1904
 MB1904;                    North         East     Units Scale Factor Converg.
 MB1904;SPC PA N     -   103,151.925   402,756.248   MT  0.99997497   -1 33 10.1
 MB1904;SPC PA N     -   338,424.27  1,321,376.12   sFT  0.99997497   -1 33 10.1
 MB1904;SPC PA S     -   195,620.367   402,746.809   MT  1.00001815   -1 31 22.4
 MB1904;SPC PA S     -   641,797.82  1,321,345.16   sFT  1.00001815   -1 31 22.4
 MB1904;UTM  17      - 4,547,080.822   575,841.121   MT  0.99967079   +0 35 35.3
 MB1904
 MB1904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1904!SPC PA N     -   0.99994320  x   0.99997497  =   0.99991817
 MB1904!SPC PA S     -   0.99994320  x   1.00001815  =   0.99996135
 MB1904!UTM  17      -   0.99994320  x   0.99967079  =   0.99961401
 MB1904
 MB1904:                Primary Azimuth Mark                     Grid Az
 MB1904:SPC PA N     -  GROVE CITY MUNICIPAL TANK                012 13 06.7
 MB1904:SPC PA S     -  GROVE CITY MUNICIPAL TANK                012 11 19.0
 MB1904:UTM  17      -  GROVE CITY MUNICIPAL TANK                010 04 21.3
 MB1904
 MB1904|---------------------------------------------------------------------|
 MB1904| PID    Reference Object                     Distance      Geod. Az  |
 MB1904|                                                           dddmmss.s |
 MB1904| MB1899 GROVE CITY MUNICIPAL TANK           APPROX. 9.4 KM 0103956.6 |
 MB1904| MB1909 SLIPPERY ROCK MUNICIPAL TANK        APPROX. 4.2 KM 1044315.1 |
 MB1904| MB1908 SLIPPERY ROCK COLLEGE CLOCKTWR      APPROX. 4.0 KM 1060922.1 |
 MB1904| AJ2519 DIGHT AZ MK                                        1120148.2 |
 MB1904| AJ2517 DIGHT RM 1                           83.820 METERS 21138     |
 MB1904| MB1914 US STEEL MINE 2 WATER TANK          APPROX. 9.0 KM 3041514.7 |
 MB1904| AJ2518 DIGHT RM 2                           68.775 METERS 31338     |
 MB1904| MB1920 US STEEL MINE 5 WATER TANK          APPROX.10.2 KM 3185214.0 |
 MB1904|---------------------------------------------------------------------|
 MB1904
 MB1904                          SUPERSEDED SURVEY CONTROL
 MB1904
 MB1904  NAD 83(1995)-  41 04 17.20635(N)    080 05 50.09709(W) AD(       ) 2
 MB1904  NAD 83(1986)-  41 04 17.20834(N)    080 05 50.10112(W) AD(       ) 2
 MB1904  NAD 27      -  41 04 16.98800(N)    080 05 50.89000(W) AD(       ) 2
 MB1904
 MB1904.Superseded values are not recommended for survey control.
 MB1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1904.See file dsdata.txt to determine how the superseded data were derived.
 MB1904
 MB1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF7584147081(NAD 83)
 MB1904_MARKER: DD = SURVEY DISK
 MB1904_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 MB1904_STAMPING: DIGHT 2 1985
 MB1904_MARK LOGO: PAGS  
 MB1904_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB1904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1904
 MB1904  HISTORY     - Date     Condition        Report By
 MB1904  HISTORY     - 1937     MONUMENTED       PAGS
 MB1904  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MB1904  HISTORY     - 19600621 SEE DESCRIPTION  CGS
 MB1904
 MB1904                          STATION DESCRIPTION
 MB1904
 MB1904'DESCRIBED BY PENNSYLVANIA GEODETIC SURVEY 1937
 MB1904'FROM MERCER SE ON STATE ROUTE 258, A DISTANCE OF 12 MILES TO NORTH
 MB1904'LIBERTY, THENCE SW ON ROUTE 43019, 0.3 MILE, THENCE S ON DIRT ROAD
 MB1904'1.1 MILES TO STATION E OF ROAD ON PROPERTY OF JOHN DIGHT.
 MB1904'
 MB1904'STATION MARK IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK IN LARGE
 MB1904'BOULDER PROJECTING 3.0 FEET ABOVE GROUND.
 MB1904'
 MB1904'REFERENCE MARK NO. 1 IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK
 MB1904'SET IN 0.9- BY 0.6- FOOT SANDSTONE BOULDER, PROJECTING 0.2
 MB1904'FOOT AND IS SW OF STATION 25 FEET E OF CENTER OF ROAD.
 MB1904'
 MB1904'REFERENCE MARK NO. 2 IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK
 MB1904'SET IN 0.6- BY 0.9- FOOT SANDSTONE BOULDER, PROJECTING 0.1
 MB1904'FOOT AND IS 16 FEET E OF CENTER OF ROAD NW OF STATION.
 MB1904'
 MB1904'AZIMUTH MARK IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK SET IN A
 MB1904'1.0- BY 0.7-FOOT DRESSED SANDSTONE, PROJECTING 0.4 FOOT AND IS SE
 MB1904'OF STATION 2.1 MILES ALONG ROUTE 10107, 18 FEET FROM CENTER OF ROAD,
 MB1904'3 FEET W OF POLE ON H.F.  EDMISTON FARM.
 MB1904'
 MB1904'HEIGHT OF LIGHT ABOVE STATION MARK- 30.4 METERS.
 MB1904
 MB1904                          STATION RECOVERY (1960)
 MB1904
 MB1904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 MB1904'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 MB1904'THE PROPERTY IS NOW OWNED BY FRANK ORD OF SLIPPERY ROCK.  A
 MB1904'COMPLETE NEW DESCRIPTION FOLLOWS- THE STATION IS LOCATED ABOUT 13
 MB1904'MILES SOUTHEAST OF MERCER, ABOUT 6.5 MILES SOUTHWEST OF GROVE CITY,
 MB1904'1.6 MILES SOUTHWEST OF NORTH LIBERTY, AND IN A FIELD COVERED WITH
 MB1904'SMALL PINE TREES ON THE EAST SIDE OF ROUTE 43102.  IT IS 176 FEET
 MB1904'EAST OF THE CENTER LINE OF THE ROAD, ABOUT 425 FEET SOUTH OF THE
 MB1904'SOUTH EDGE OF THE WOODS, AND AT A ROCK PILE CONSISTING OF 5 LARGE
 MB1904'BOULDERS.  THE MARK IS A PENNA. COORDINATE SYSTEM DISK SET IN THE
 MB1904'TOP OF A LARGE BOULDER PROJECTING 2 FEET, STAMPED DIGHT 1937.
 MB1904'
 MB1904'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION AND AT THE NORTHWEST
 MB1904'CORNER OF A CULTIVATED FIELD.  IT IS 25 FEET EAST OF THE CENTER LINE
 MB1904'OF THE ROAD, 10 FEET EAST OF TELEPHONE POLE NO. P T 91, AND 1 FOOT
 MB1904'WEST OF THE BASE OF THE GUY WIRE TO THE POLE.  THE MARK IS A PENNA.
 MB1904'COORDINATE SYSTEM DISK SET IN A DRILL HOLE IN THE TOP OF A 6 BY 9
 MB1904'INCH BOULDER FLUSH WITH THE GROUND, STAMPED DIGHT NO 1 1937.
 MB1904'
 MB1904'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION.  IT IS ABOUT 275
 MB1904'FEET SOUTH OF THE SOUTH EDGE OF THE WOODS, 96.5 FEET N.E. AND ACROSS
 MB1904'THE ROAD FROM TELEPHONE POLE NO. R 2 - P T-92, 16 FEET EAST OF THE
 MB1904'CENTER LINE OF THE ROAD, AND 2 FEET SOUTH OF A C AND GS WITNESS
 MB1904'SIGN.  THE MARK IS A PENNA. COORDINATE SYSTEM DISK SET IN A DRILL
 MB1904'HOLE IN THE TOP OF AN 8 BY 10 INCH SANDSTONE POST PROJECTING 1 INCH,
 MB1904'STAMPED DIGHT NO 2 1937.
 MB1904'
 MB1904'THE AZIMUTH MARK IS SOUTHEAST OF THE STATION, ABOUT 2.1 MILES BY
 MB1904'ROAD, ON THE NORTH SIDE OF ROUTE 10107, AND ON PROPERTY OF OLIVER T.
 MB1904'BECK.  IT IS ABOUT 250 FEET WEST OF MR. BECKS LARGE RED BARN, 5.5
 MB1904'FEET WEST OF THE SECOND TELEPHONE POLE WEST OF THE BARN, 20.5 FEET
 MB1904'NORTH OF THE CENTER LINE OF THE ROAD, AND 3.2 FEET NORTHEAST OF A C
 MB1904'AND GS WITNESS SIGN.  THE MARK IS A PENNA. COORDINATE SYSTEM DISK
 MB1904'SET IN A DRILL HOLE IN THE TOP OF A 9 BY 14 INCH SANDSTONE POST
 MB1904'PROJECTING 3 INCHES, STAMPED DIGHT 1937.  TO REACH FROM THE
 MB1904'STATION, GO SOUTH FOR 0.7 MILE TO A SHARP CURVE IN THE ROAD TO THE
 MB1904'LEFT, TURN LEFT AND GO EAST FOR 1.4 MILES TO THE MARK ON LEFT.
 MB1904'
 MB1904'TO REACH THE STATION FROM MERCER, GO SOUTHEAST ON STATE HIGHWAY 258
 MB1904'FOR ABOUT 12 MILES TO THE VILLAGE OF NORTH LIBERTY, TURN RIGHT ON
 MB1904'ROUTE 43019 AND GO SOUTHWEST FOR 0.3 MILE, THENCE LEFT ON ROUTE 43012
 MB1904'FOR 1.1 MILES TO CREST OF HILL AND STATION ON LEFT AS DESCRIBED.
 MB1904
 MB1904                          STATION RECOVERY (1960)
 MB1904
 MB1904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CLN)
 MB1904'THE STATION MARK, REFERENCE MARK TWO AND THE AZIMUTH MARK WERE
 MB1904'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK ONE WAS
 MB1904'SEARCHED FOR BUT NOT FOUND AND IT IS BELIEVED DESTROYED BY A COAL
 MB1904'STRIP MINE.  THE AZIMUTH MARK IS NO LONGER VISIBLE FROM THE GROUND.
 MB1904'THERE ARE NUMEROUS 18-INCH PINE TREES ON LINE.  A LONGER DISTANCE OF
 MB1904'0.134 M (0.440 FT) WAS NOTED TO REFERENCE MARK TWO.  A DIFFERENCE OF
 MB1904'SIX MINUTES AND FOURTY-FOUR SECONDS IN AZIMUTH WAS ALSO NOTED IN
 MB1904'DIRECTION TO REFERENCE MARK TWO.  DUE TO VERY THICK PINE TREES NO
 MB1904'ADDITIONAL LINES COULD BE CLEARED DUE TO LACK OF PROPERTY OWNER
 MB1904'PERMISSION.  THE REFERENCE MARK TWO IS NEAR A PAVED ROAD AND COULD
 MB1904'HAVE BEEN MOVED SLIGHTLY BY ROAD MACHINES.  THE STATION IS IN A VERY
 MB1904'LARGE BOULDER SURROUNDED BY THE TREES AND THE POSSIBILITY OF
 MB1904'DISTURBANCE IS VERY SMALL.  DUE TO ADDITIONAL STRIP MINING FOR COAL,
 MB1904'THE STATION HAD TO BE RELOCATED.  SEE THE DESCRIPTION FOR STATION
 MB1904'DIGHT 2 1985.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2820 ***********************************************************************
 KW2820  DESIGNATION -  DILLSBURG
 KW2820  PID         -  KW2820
 KW2820  STATE/COUNTY-  PA/YORK
 KW2820  USGS QUAD   -  DILLSBURG (1984)
 KW2820
 KW2820                         *CURRENT SURVEY CONTROL
 KW2820  ___________________________________________________________________
 KW2820* NAD 83(1992)-  40 05 24.70650(N)    077 01 31.94655(W)     ADJUSTED  
 KW2820* NAVD 88     -       227.2    (meters)     745.     (feet)  VERTCON   
 KW2820  ___________________________________________________________________
 KW2820  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 KW2820  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KW2820
 KW2820  HORZ ORDER  -  SECOND
 KW2820
 KW2820.The horizontal coordinates were established by classical geodetic methods
 KW2820.and adjusted by the National Geodetic Survey in June 2002..
 KW2820
 KW2820.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2820
 KW2820.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2820
 KW2820.The geoid height was determined by GEOID03.
 KW2820
 KW2820;                    North         East     Units Scale Factor Converg.
 KW2820;SPC PA S     -    84,291.354   661,780.920   MT  0.99997918   +0 28 12.1
 KW2820;SPC PA S     -   276,545.88  2,171,192.90   sFT  0.99997918   +0 28 12.1
 KW2820;UTM  18      - 4,439,734.297   327,321.946   MT  0.99996708   -1 18 17.1
 KW2820
 KW2820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2820!SPC PA S     -   0.99996969  x   0.99997918  =   0.99994887
 KW2820!UTM  18      -   0.99996969  x   0.99996708  =   0.99993677
 KW2820
 KW2820|---------------------------------------------------------------------|
 KW2820| PID    Reference Object                     Distance      Geod. Az  |
 KW2820|                                                           dddmmss.s |
 KW2820| CJ9660 DILLSBURG RM 1                        6.048 METERS 20439     |
 KW2820| CJ9661 DILLSBURG RM 2                       31.552 METERS 29308     |
 KW2820| CJ9659 DILLSBURG AZ MK                                    3235615.6 |
 KW2820|---------------------------------------------------------------------|
 KW2820
 KW2820                          SUPERSEDED SURVEY CONTROL
 KW2820
 KW2820  NAD 83(1986)-  40 05 24.70222(N)    077 01 31.94770(W) AD(       ) 2
 KW2820  NAD 27      -  40 05 24.37159(N)    077 01 33.02352(W) AD(       ) 2
 KW2820  NGVD 29 (07/19/86)  227.4    (m)          746.     (f) VERT ANG       
 KW2820
 KW2820.Superseded values are not recommended for survey control.
 KW2820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2820.See file dsdata.txt to determine how the superseded data were derived.
 KW2820
 KW2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK2732239734(NAD 83)
 KW2820_MARKER: DS = TRIANGULATION STATION DISK
 KW2820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2820
 KW2820  HISTORY     - Date     Condition        Report By
 KW2820  HISTORY     - 1942     MONUMENTED       CGS
 KW2820  HISTORY     - 1952     GOOD             AMS
 KW2820  HISTORY     - 1966     GOOD             CGS
 KW2820
 KW2820                          STATION DESCRIPTION
 KW2820
 KW2820'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW2820'STATION IS LOCATED ABOUT 1.5 MILES S OF DILLSBURG, 12 MILES SE OF
 KW2820'CARLISLE, AND 7.5 MILES NE OF YORK SPRINGS, ON PROPERTY OWNED
 KW2820'BY MRS. ANNA KNISELY.  IT IS 47 FEET SE OF THE SE CORNER OF A SMALL
 KW2820'RED BRICK SCHOOLHOUSE, 52 FEET N OF THE CENTER OF STATE ROUTE 74,
 KW2820'AND 5 FEET W OF A RAIL FENCE.  THE DISK IS STAMPED DILLSBURG 1942 AND
 KW2820'PROJECTS 5 INCHES.
 KW2820'
 KW2820'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KW2820'BRONZE DISKS SET IN CONCRETE.
 KW2820'
 KW2820'REFERENCE MARK NO. 1 IS S OF THE STATION, 10 FEET N OF A TELEPHONE
 KW2820'POLE, AND 2 FEET W OF RAIL FENCE.  THE DISK IS STAMPED
 KW2820'DILLSBURG NO. 1, 1942 AND PROJECTS 4 INCHES.
 KW2820'
 KW2820'REFERENCE MARK NO. 2 IS W OF THE STATION IN SW CORNER OF SCHOOLYARD,
 KW2820'25 FEET N OF THE CENTER OF STATE ROUTE 74, AND 1 FOOT E OF A N-S
 KW2820'FENCE LINE.  THE DISK IS STAMPED DILLSBURG NO. 2, 1942 AND PROJECTS 6
 KW2820'INCHES.
 KW2820'
 KW2820'THE AZIMUTH MARK IS ABOUT 0.4 MILE NW OF THE STATION, 0.25 MILE N OF
 KW2820'THE JUNCTION OF STATE ROUTES 74 AND 194, 15 FEET E OF THE CENTER OF
 KW2820'STATE ROUTE 74, AND 3 FEET S OF A TELEPHONE POLE.  THE DISK IS
 KW2820'STAMPED DILLSBURG 1942 AND PROJECTS 4 INCHES.  TO REACH FROM THE
 KW2820'STATION GO W ON STATE ROUTE 74 FOR 0.35 MILE TO THE JUNCTION WITH
 KW2820'194, TURN RIGHT AND GO 0.25 MILE TO THE MARK ON THE RIGHT.
 KW2820'
 KW2820'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 15 AND STATE
 KW2820'ROUTE 74 IN DILLSBURG GO S ON STATE ROUTE 74 FOR 1.3 MILES TO A FORK
 KW2820'(JUNCTION OF STATE ROUTES 74 AND 194) TURN LEFT ON AND GO SE ON ROUTE
 KW2820'74 FOR 0.35 MILE TO THE TOP OF THE HILL TO A SMALL RED BRICK
 KW2820'SCHOOLHOUSE ON THE LEFT AND STATION.
 KW2820
 KW2820                          STATION RECOVERY (1952)
 KW2820
 KW2820'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 KW2820'THE STATION, A STANDARD USC AND GS BRONZE TRIANGULATION DISC, SET IN
 KW2820'THE TOP OF A 1 FOOT SQUARE CONCRETE POST, PROJECTING 4
 KW2820'INCHES, WAS RECOVERED IN GOOD CONDITION AS DESCRIBED, WITH THE
 KW2820'FOLLOWING ADDITIONS AND CORRECTIONS-
 KW2820'
 KW2820'THE SCHOOLHOUSE REFERRED TO IN THE ORIGINAL DESCRIPTION IS NOW A
 KW2820'HOUSE, THE STATION IS 47 FEET SOUTH OF SOUTHWEST CORNER, NOT
 KW2820'SOUTHEAST OF SOUTHEAST CORNER AS PUBLISHED, THE REFERENCE TO A RAIL
 KW2820'FENCE SHOULD BE DELETED.  THE AZIMUTH MARK IS VERY GOOD, PROVIDING
 KW2820'A SMALL TREE IS TOPPED.  BOTH REFERENCE MARKS OKAY AS DESCRIBED.
 KW2820'
 KW2820'THE STATION IS- 84.0 FEET EAST OF CENTERLINE HIGHWAY AND LANE
 KW2820'NORTHEAST AT JUNCTION, 50.4 FEET NORTHEAST CENTERLINE HIGHWAY,
 KW2820'AND PERPENDICULAR TO 47.2 FEET SOUTH OF SOUTHWEST CORNER OF HOUSE
 KW2820'(FORMERLY SCHOOLHOUSE).
 KW2820
 KW2820                          STATION RECOVERY (1966)
 KW2820
 KW2820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW2820'THE STATION MARK, REFERENCE MARKS NO. 1,2 AND AZIMUTH WERE RECOVERED
 KW2820'AS DESCRIBED.  THE AZIMUTH MARK HAD BEEN STRUCK BY MACHINERY.  THE
 KW2820'SCHOOLHOUSE HAS BEEN CONVERTED TO A PRIVATE HOME AND IS OWNED BY MR.
 KW2820'A.H. FRIEDLANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2823 ***********************************************************************
 KW2823  DESIGNATION -  DILLSBURG ATT RELAY TWR KGJ 22
 KW2823  PID         -  KW2823
 KW2823  STATE/COUNTY-  PA/CUMBERLAND
 KW2823  USGS QUAD   -  DILLSBURG (1984)
 KW2823
 KW2823                         *CURRENT SURVEY CONTROL
 KW2823  ___________________________________________________________________
 KW2823* NAD 83(1992)-  40 05 19.34843(N)    077 07 03.17621(W)     ADJUSTED  
 KW2823* NAVD 88     -                                                        
 KW2823  ___________________________________________________________________
 KW2823  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 KW2823  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KW2823
 KW2823  HORZ ORDER  -  THIRD
 KW2823
 KW2823.The horizontal coordinates were established by classical geodetic methods
 KW2823.and adjusted by the National Geodetic Survey in June 2002..
 KW2823
 KW2823
 KW2823.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2823
 KW2823.The geoid height was determined by GEOID03.
 KW2823
 KW2823;                    North         East     Units Scale Factor Converg.
 KW2823;SPC PA S     -    84,065.821   653,935.908   MT  0.99997934   +0 24 37.2
 KW2823;SPC PA S     -   275,805.95  2,145,454.72   sFT  0.99997934   +0 24 37.2
 KW2823;UTM  18      - 4,439,751.808   319,473.675   MT  1.00000121   -1 21 50.4
 KW2823
 KW2823                          SUPERSEDED SURVEY CONTROL
 KW2823
 KW2823  NAD 83(1986)-  40 05 19.34414(N)    077 07 03.17999(W) AD(       ) 4
 KW2823  NAD 27      -  40 05 19.01510(N)    077 07 04.27220(W) AD(       ) 3
 KW2823
 KW2823.Superseded values are not recommended for survey control.
 KW2823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2823.See file dsdata.txt to determine how the superseded data were derived.
 KW2823
 KW2823_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK1947439752(NAD 83)
 KW2823_MARKER: 45 = MICROWAVE TOWER
 KW2823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2823+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2006
 KW2823
 KW2823  HISTORY     - Date     Condition        Report By
 KW2823  HISTORY     - 1960     FIRST OBSERVED   CGS
 KW2823  HISTORY     - 1960     GOOD             CGS
 KW2823  HISTORY     - 20060505 GOOD             GEOCAC
 KW2823
 KW2823                          STATION DESCRIPTION
 KW2823
 KW2823'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW2823'STATION IS A LARGE 4-LEGGED STEEL STRUCTURE WITH TWO CATWALKS ON TOP
 KW2823'AND 4 CONE SHAPE REFLECTORS ON EACH CORNER.  IT IS ABOUT 7
 KW2823'MILES SOUTH-SOUTHEAST OF CARLISLE, ABOUT 2 MILES WEST OF DILLSBURG,
 KW2823'AND ABOUT 75 FEET WEST-SOUTHWEST OF TRIANGULATION LONG 1942.
 KW2823'THE POINT INTERSECTED WAS THE APPROXIMATE CENTER OF THE TOWER.
 KW2823
 KW2823                          STATION RECOVERY (1960)
 KW2823
 KW2823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ELH)
 KW2823'RECOVERED AS DESCRIBED BY J.C.C. IN 1960.
 KW2823
 KW2823                          STATION RECOVERY (2006)
 KW2823
 KW2823'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2823'THE 4 CONE-SHAPED REFLECTORS ON EACH CORNER HAVE BEEN REMOVED AND
 KW2823'REPLACED WITH CELLULAR ANTENNAS. THE TWO CATWALKS REMAIN IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1966 ***********************************************************************
 KX1966  DESIGNATION -  DIME
 KX1966  PID         -  KX1966
 KX1966  STATE/COUNTY-  PA/ARMSTRONG
 KX1966  USGS QUAD   -  WHITESBURG (1977)
 KX1966
 KX1966                         *CURRENT SURVEY CONTROL
 KX1966  ___________________________________________________________________
 KX1966* NAD 83(1992)-  40 39 15.69619(N)    079 29 54.21096(W)     ADJUSTED  
 KX1966* NAVD 88     -       448.     (meters)    1470.     (feet)  SCALED    
 KX1966  ___________________________________________________________________
 KX1966  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 KX1966  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KX1966
 KX1966  HORZ ORDER  -  FIRST
 KX1966
 KX1966.The horizontal coordinates were established by classical geodetic methods
 KX1966.and adjusted by the National Geodetic Survey in June 2002..
 KX1966
 KX1966.The orthometric height was scaled from a topographic map.
 KX1966
 KX1966.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1966
 KX1966.The geoid height was determined by GEOID03.
 KX1966
 KX1966;                    North         East     Units Scale Factor Converg.
 KX1966;SPC PA S     -   148,145.121   452,147.679   MT  0.99996580   -1 08 03.6
 KX1966;SPC PA S     -   486,039.45  1,483,421.18   sFT  0.99996580   -1 08 03.6
 KX1966;UTM  17      - 4,501,472.808   626,947.174   MT  0.99979836   +0 58 42.3
 KX1966
 KX1966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX1966!SPC PA S     -   0.99993498  x   0.99996580  =   0.99990079
 KX1966!UTM  17      -   0.99993498  x   0.99979836  =   0.99973336
 KX1966
 KX1966:                Primary Azimuth Mark                     Grid Az
 KX1966:SPC PA S     -  ADAMS STEEL ERECTION RAD MAST            033 57 27.5
 KX1966:UTM  17      -  ADAMS STEEL ERECTION RAD MAST            031 50 41.6
 KX1966
 KX1966|---------------------------------------------------------------------|
 KX1966| PID    Reference Object                     Distance      Geod. Az  |
 KX1966|                                                           dddmmss.s |
 KX1966| KX1976 ADAMS STEEL ERECTION RAD MAST       APPROX.14.0 KM 0324923.9 |
 KX1966| CX4406 DIME RM 1                            27.075 METERS 07817     |
 KX1966| KX2100 WEINEL                              APPROX.12.5 KM 2463127.3 |
 KX1966| KX2117 NEW KENSINGTON RAD WKPA S TWR       APPROX.25.6 KM 2491856.4 |
 KX1966| KX2116 NEW KENSINGTON RAD WKPA N TWR       APPROX.25.6 KM 2492502.3 |
 KX1966| KX2122 AIRWAY BCN 2 SSE OF BAKERSTOWN      APPROX.35.7 KM 2690920.1 |
 KX1966| CX4407 DIME RM 2                            22.745 METERS 32653     |
 KX1966| KX2078 KITTANNING RAD STA WACB TOWER       APPROX.15.2 KM 3482420.5 |
 KX1966|---------------------------------------------------------------------|
 KX1966
 KX1966                          SUPERSEDED SURVEY CONTROL
 KX1966
 KX1966  NAD 83(1986)-  40 39 15.70030(N)    079 29 54.21711(W) AD(       ) 1
 KX1966  NAD 27      -  40 39 15.46810(N)    079 29 55.06160(W) AD(       ) 1
 KX1966
 KX1966.Superseded values are not recommended for survey control.
 KX1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1966.See file dsdata.txt to determine how the superseded data were derived.
 KX1966
 KX1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF2694701473(NAD 83)
 KX1966_MARKER: DS = TRIANGULATION STATION DISK
 KX1966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1966
 KX1966  HISTORY     - Date     Condition        Report By
 KX1966  HISTORY     - 1958     MONUMENTED       CGS
 KX1966
 KX1966                          STATION DESCRIPTION
 KX1966
 KX1966'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX1966'THE STATION IS LOCATED ON A TIMBERED COVERED HILL APPROXIMATELY 5
 KX1966'MILES NORTHEAST OF VANDERGRIFT, 1.8 MILES EAST OF THE DIME
 KX1966'POST OFFICE AND ON PROPERTY OWNED BY MR. CLYDE RIGGLE.
 KX1966'
 KX1966'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 28 AND
 KX1966'66 AND U.S. HIGHWAY 422 AT THE EAST END OF THE BRIDGE IN
 KX1966'KITTANNING, GO SOUTHEASTERLY ON STATE HIGHWAY 66 AND U.S. HIGHWAY 422
 KX1966'FOR 0.7 MILE TO THE JUNCTION OF THE ROUTES, KEEP STRAIGHT
 KX1966'AHEAD ON STATE HIGHWAY 66 FOR 7.85 MILES TO ALT. STATE HIGHWAY 66 ON
 KX1966'THE LEFT. TURN LEFT ON ALT. STATE HIGHWAY 66 FOR 2.45 MILES TO
 KX1966'A CROSSROAD, TURN LEFT ON GRAVEL ROAD FOR 0.4 MILE TO A SIDE ROAD ON
 KX1966'THE RIGHT, KEEP STRAIGHT ON MAIN ROAD FOR 0.6 MILE TO A
 KX1966'CROSSROAD WHERE SURFACED ROAD BEGINS, CONTINUE STRAIGHT
 KX1966'AHEAD ON SURFACED ROAD FOR 1.55 MILE TO THE CREST OF HILL AND A PIPE
 KX1966'LINE RIGHT-OF-WAY ON THE LEFT AND THE END OF TRUCK TRAVEL.
 KX1966'PACK NORTHERLY ALONG PIPE LINE RIGHT-OF-WAY FOR 0.1 MILE TO WHERE
 KX1966'ANOTHER PIPE LINE INTERSECTS FROM THE LEFT, CONTINUE STRAIGHT
 KX1966'AHEAD, NORTHERLY, ON RIGHT-OF-WAY FOR ABOUT 0.3 MILE TO A
 KX1966'T-INTERSECTION IN THE PIPE LINE, TURN LEFT, WEST, FOR ABOUT
 KX1966'60 FEET TO THE STATION ON THE LEFT. (15 MIN. PACK)
 KX1966'
 KX1966'STATION MARKS ARE STANDARD DISKS STAMPED DIME 1958. THE SURFACE DISK
 KX1966'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 KX1966'INCHES. IT IS 61 FEET WEST OF THE CENTER OF PIPE LINE RIGHT-OF-WAY,
 KX1966'30 FEET SOUTH OF THE EAST-WEST RIGHT-OF-WAY AND 29 FEET
 KX1966'SOUTHWEST OF A 10 INCH TREE WITH A TRIANGLE BLAZE ON THE NORTH AND
 KX1966'WEST SIDES.  A STANDARD WITNESS POST WAS SET 1.5 FEET SOUTH OF
 KX1966'THE MARK. THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 KX1966'CONCRETE 30 INCHES BELOW THE SURFACE OF THE GROUND.
 KX1966'
 KX1966'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DIME NO 1 1958, IS SET
 KX1966'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS 31
 KX1966'FEET NORTHEAST OF THE CENTER OF THE T-INTERSECTION OF THE PIPE LINE.
 KX1966'
 KX1966'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DIME NO 2 1958, IS SET
 KX1966'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS 29
 KX1966'FEET NORTH OF THE CENTER OF THE EAST-WEST PIPE LINE RIGHT-OF-WAY AND
 KX1966'IN THE CENTER OF A DIM TRACK ROAD.
 KX1966'
 KX1966'NOTE-AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION. FOUR-WHEEL
 KX1966'DRIVE TRUCKS MAY BE DRIVEN TO THIS STATION BUT WILL TAKE SOME
 KX1966'CLEARING OF BRUSH AND LOGS TO MAKE A ROAD.
 KX1966'
 KX1966'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4674 ***********************************************************************
 JV4674  DESIGNATION -  DISERT
 JV4674  PID         -  JV4674
 JV4674  STATE/COUNTY-  PA/FRANKLIN
 JV4674  USGS QUAD   -  GREENCASTLE (1990)
 JV4674
 JV4674                         *CURRENT SURVEY CONTROL
 JV4674  ___________________________________________________________________
 JV4674* NAD 83(1992)-  39 47 47.80405(N)    077 43 36.95937(W)     ADJUSTED  
 JV4674* NAVD 88     -       191.     (meters)     627.     (feet)  VERTCON   
 JV4674  ___________________________________________________________________
 JV4674  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 JV4674  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 JV4674
 JV4674  HORZ ORDER  -  FIRST
 JV4674
 JV4674.The horizontal coordinates were established by classical geodetic methods
 JV4674.and adjusted by the National Geodetic Survey in June 2002..
 JV4674
 JV4674.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV4674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV4674
 JV4674.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4674
 JV4674.The geoid height was determined by GEOID03.
 JV4674
 JV4674;                    North         East     Units Scale Factor Converg.
 JV4674;SPC PA S     -    51,440.544   601,975.646   MT  1.00002419   +0 00 53.9
 JV4674;SPC PA S     -   168,767.85  1,974,981.77   sFT  1.00002419   +0 00 53.9
 JV4674;UTM  18      - 4,408,741.243   266,524.573   MT  1.00027114   -1 44 46.3
 JV4674
 JV4674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4674!SPC PA S     -   0.99997545  x   1.00002419  =   0.99999964
 JV4674!UTM  18      -   0.99997545  x   1.00027114  =   1.00024658
 JV4674
 JV4674:                Primary Azimuth Mark                     Grid Az
 JV4674:SPC PA S     -  DISERT AZ MK                             028 22 33.6
 JV4674:UTM  18      -  DISERT AZ MK                             030 08 13.8
 JV4674
 JV4674|---------------------------------------------------------------------|
 JV4674| PID    Reference Object                     Distance      Geod. Az  |
 JV4674|                                                           dddmmss.s |
 JV4674| CJ9665 DISERT AZ MK                                       0282327.5 |
 JV4674| JV3401 NICARY                              APPROX.12.5 KM 0283024.7 |
 JV4674| JV3410 DISERT RM 1                          78.587 METERS 04105     |
 JV4674| JV4673 GREENCASTLE EVAN LUTH CH SPIRE      APPROX. 0.6 KM 1663848.8 |
 JV4674| JV3411 DISERT RM 2                         121.463 METERS 34115     |
 JV4674|---------------------------------------------------------------------|
 JV4674
 JV4674                          SUPERSEDED SURVEY CONTROL
 JV4674
 JV4674  NAD 83(1995)-  39 47 47.80348(N)    077 43 36.95966(W) AD(       ) 1
 JV4674  NAD 83(1991)-  39 47 47.80417(N)    077 43 36.96091(W) AD(       ) 1
 JV4674  NAD 83(1986)-  39 47 47.80113(N)    077 43 36.96934(W) AD(       ) 1
 JV4674  NAD 27      -  39 47 47.46800(N)    077 43 37.99500(W) AD(       ) 1
 JV4674  NGVD 29 (07/19/86)  191.     (m)          627.     (f) VERT ANG       
 JV4674
 JV4674.Superseded values are not recommended for survey control.
 JV4674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4674.See file dsdata.txt to determine how the superseded data were derived.
 JV4674
 JV4674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK6652508741(NAD 83)
 JV4674_MARKER: DS = TRIANGULATION STATION DISK
 JV4674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV4674_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JV4674
 JV4674  HISTORY     - Date     Condition        Report By
 JV4674  HISTORY     - 1935     MONUMENTED       CGS
 JV4674  HISTORY     - 1942     GOOD             CGS
 JV4674  HISTORY     - 1947     MARK NOT FOUND   CGS
 JV4674  HISTORY     - 1960     MARK NOT FOUND   CGS
 JV4674
 JV4674                          STATION DESCRIPTION
 JV4674
 JV4674'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JV4674'STATION IS LOCATED ABOUT 0.5 MILE NW OF THE MAIN INTERSECTION IN THE
 JV4674'TOWN OF GREENCASTLE, 275 FEET S OF THE CENTER LINE OF U.S. ROUTE 11
 JV4674'AT BRIDGE OVER PENNSYLVANIA RAILROAD TRACKS AND 50 YARDS W OF THE
 JV4674'RAILROAD TRACKS.  IT IS AT THE TOP AND E END OF A RIDGE RUNNING
 JV4674'OFF TO THE W FROM THE RAILROAD OVER-PASS, 15 FEET W FROM THE TOP OF
 JV4674'THE RAILROAD CUT, AND 7 FEET W FROM THE FENCE LINE.  STATION MARK IS
 JV4674'SET 10 INCHES BELOW SURFACE.
 JV4674'
 JV4674'SURFACE MARK IS A STANDARD DISK SET IN A CONCRETE CYLINDER.
 JV4674'
 JV4674'UNDERGROUND MARK IS A BLOCK OF CONCRETE WITH A COPPER BOLT PROJECTING
 JV4674'SLIGHTLY ABOVE THE CONCRETE.
 JV4674'
 JV4674'REFERENCE MARK NO. 2 AND THE AZIMUTH MARK ARE STANDARD DISKS SET IN
 JV4674'CONCRETE MONUMENTS.
 JV4674'
 JV4674'REFERENCE MARK NO. 1 IS 78.585 METERS FROM THE STATION.  IT IS A
 JV4674'STANDARD DISK SET IN THE W END OF THE S RAIL OF THE BRIDGE OVER
 JV4674'THE RAILROAD.
 JV4674'
 JV4674'REFERENCE MARK NO. 2 IS 121.462 METERS, NW FROM THE STATION, AND 3
 JV4674'PACES W FROM TELEPHONE POLE.  PROJECTS 10 INCHES.
 JV4674'
 JV4674'THE AZIMUTH MARK IS 0.45 MILE N FROM THE STATION, 30 PACES E FROM THE
 JV4674'CENTER LINE OF U.S. HIGHWAY 11 AT THE N END OF A STRIP OF
 JV4674'CULTIVATED LAND BETWEEN THE RAILROAD TRACKS AND THE HIGHWAY.
 JV4674'
 JV4674'A 77-FOOT TOWER REQUIRED FOR 1935 OBSERVATIONS.
 JV4674
 JV4674                          STATION RECOVERY (1942)
 JV4674
 JV4674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (PLB)
 JV4674'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND TO BE IN GOOD
 JV4674'CONDITION.  A NEW DESCRIPTION FOLLOWS-
 JV4674'
 JV4674'STATION IS LOCATED ABOUT 0.5 MILE NW OF GREENCASTLE ON LAND OWNED BY
 JV4674'MR. DISERT.  MARK IS 275 FEET S OF THE CENTER LINE OF U.S. ROUTE 11
 JV4674'AT BRIDGE OVER PENNSYLVANIA RAILROAD TRACKS AND 50 YARDS W OF THE
 JV4674'RAILROAD TRACKS.  IT IS AT THE TOP AND E END OF A RIDGE RUNNING W
 JV4674'FROM THE TRACKS, 15 FEET W OF THE TOP OF THE RAILROAD CUT, AND 7 FEET
 JV4674'W FROM THE FENCE LINE.  MARK (NOTE 1B) IS 10 INCHES BELOW THE
 JV4674'SURFACE OF THE GROUND, AND IS STAMPED DISERT 1935.
 JV4674'
 JV4674'REFERENCE MARK NO. 1 IS SET IN THE W END OF THE S RAIL OF THE BRIDGE
 JV4674'OVER THE RAILROAD.  MARK IS STAMPED DISERT NO. 1 1935.
 JV4674'
 JV4674'REFERENCE MARK NO. 2 IS ABOUT 0.1 MILE W OF THE RAILROAD BRIDGE ON
 JV4674'THE S SIDE OF A FARM LANE AND 3 PACES W OF A TELEPHONE POLE.
 JV4674'MARK IS STAMPED DISERT NO. 2 1935 AND PROJECTS ABOUT 10 INCHES.
 JV4674'
 JV4674'AZIMUTH MARK IS 0.45 MILE N OF THE STATION, 30 PACES E FROM THE
 JV4674'CENTER LINE OF U.S. ROUTE 11 AT THE N END OF A STRIP OF CULTIVATED
 JV4674'LAND BETWEEN THE RAILROAD TRACKS AND THE HIGHWAY.  MARK IS STAMPED
 JV4674'DISERT 1935 AND PROJECTS ABOUT 3 INCHES.
 JV4674'
 JV4674'TO REACH THE STATION FROM GREENCASTLE AT THE MAIN SQUARE GO NORTHERLY
 JV4674'ON U.S. HIGHWAY 11, 0.5 MILE TO RAILROAD OVERPASS AND STATION ON THE
 JV4674'LEFT.  TRUCK CAN BE DRIVEN TO STATION WHEN THERE ARE NO CROPS IN THE
 JV4674'FIELD BY CONTINUING STRAIGHT AHEAD FROM THE BRIDGE ON A FARM LANE
 JV4674'FOR 0.15 MILE TO A GATE ON THE LEFT.
 JV4674'
 JV4674'ALL DISTANCES AND DIRECTIONS WERE CHECKED EXCEPT REFERENCE MARK NO. 2
 JV4674'WHICH DIRECTION FAILED TO CHECK WITHIN 30 SECONDS.
 JV4674
 JV4674                          STATION RECOVERY (1947)
 JV4674
 JV4674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (NFB)
 JV4674'A PARTY CONSISTING OF M.L. CUTLER AND N.F. BRAATEN WAS SENT TO THE
 JV4674'LOCATION TO RESET DISERT R.M. NO. 2, WHICH WAS REPORTED TO BE
 JV4674'IN THE WAY OF GRADING OPERATIONS.  DUE TO LACK OF EQUIPMENT FOR
 JV4674'DIGGING IN ROCK SHALE FOUND AT THE STATION SITE, TO THE FACT
 JV4674'THAT IF THE STATION WERE RECOVERED A LINE OF SIGHT WOULD HAVE TO BE
 JV4674'CLEARED THROUGH UNDERBRUSH TO SEE REFERENCE MARK 1, AND
 JV4674'DUE TO LACK OF TIME, THE STATION WAS NOT RECOVERED.
 JV4674'
 JV4674'REFERENCE MARK 2 WAS RESET AND ITS NEW POSITION DETERMINED BY OFFSET
 JV4674'AND ANGLE FROM THE OLD POSITION AND THAT OF REFERENCE MARK 1.
 JV4674'
 JV4674'DESCRIPTION OF DISERT R.M. 2 RESET 1947-
 JV4674'
 JV4674'ABOUT 0.5 MILE NE ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION AT
 JV4674'GREENCASTLE, FRANKLIN COUNTY, 350 FEET NW ALONG A COUNTRY ROAD
 JV4674'FROM THE NW END OF THE OVERHEAD CROSSING OF U.S. HIGHWAY 11, 31 FEET
 JV4674'SW OF THE CENTER LINE OF THE COUNTRY ROAD, 4 FEET NW OF POLE 2, AND
 JV4674'JUST SW OF THE CURB OF THE ROAD.  A BRONZE REFERENCE DISK, STAMPED
 JV4674'DISERT NO 2 RESET 1947 AND SET IN THE TOP OF A CONCRETE POST.
 JV4674'(ELEVATION 601.730 FEET.)
 JV4674'
 JV4674'COMPUTED DISTANCE AND DIRECTION TO DISERT R.M. 2 RESET 1947.
 JV4674
 JV4674                          STATION RECOVERY (1960)
 JV4674
 JV4674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCC)
 JV4674'THE STATION, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK HAVE BEEN
 JV4674'DESTROYED BY ROAD BUILDING OPERATIONS.  REFERENCE MARK NO. 1 WAS THE
 JV4674'ONLY MARK RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV6903 ***********************************************************************
 JV6903  DESIGNATION -  DISERT RM 1 RESET
 JV6903  PID         -  JV6903
 JV6903  STATE/COUNTY-  PA/FRANKLIN
 JV6903  USGS QUAD   -  GREENCASTLE (1990)
 JV6903
 JV6903                         *CURRENT SURVEY CONTROL
 JV6903  ___________________________________________________________________
 JV6903* NAD 83(1986)-  39 47 50.     (N)    077 43 37.     (W)     SCALED    
 JV6903* NAVD 88     -       185.03   (+/-2cm)     607.1    (feet)  VERTCON   
 JV6903  ___________________________________________________________________
 JV6903  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 JV6903
 JV6903  VERT ORDER  -  THIRD (See Below)
 JV6903
 JV6903.The horizontal coordinates were scaled from a topographic map and have
 JV6903.an estimated accuracy of +/- 6 seconds.
 JV6903
 JV6903.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV6903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV6903.The vertical order pertains to the NGVD 29 superseded value.
 JV6903
 JV6903.The geoid height was determined by GEOID03.
 JV6903
 JV6903;                    North         East    Units  Estimated Accuracy
 JV6903;SPC PA S     -    51,510.      601,980.      MT  (+/- 180 meters Scaled)
 JV6903
 JV6903                          SUPERSEDED SURVEY CONTROL
 JV6903
 JV6903  NGVD 29 (02/24/03)  185.22   (m)          607.7    (f) RESET       3  
 JV6903
 JV6903.Superseded values are not recommended for survey control.
 JV6903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV6903.See file dsdata.txt to determine how the superseded data were derived.
 JV6903
 JV6903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK665088(NAD 83)
 JV6903_MARKER: DV = VERTICAL CONTROL DISK
 JV6903_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JV6903_SP_SET: HEADWALL
 JV6903_STAMPING: DISERT RM 1 RESET 1984
 JV6903_MARK LOGO: NGS   
 JV6903_MAGNETIC: N = NO MAGNETIC MATERIAL
 JV6903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV6903+STABILITY: SURFACE MOTION
 JV6903
 JV6903  HISTORY     - Date     Condition        Report By
 JV6903  HISTORY     - 1984     MONUMENTED       NGS
 JV6903
 JV6903                          STATION DESCRIPTION
 JV6903
 JV6903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JV6903'FROM THE POST OFFICE IN GREENCASTLE, GO NORTHWEST ON BALTIMORE STREET
 JV6903'FOR 0.3 MI (0.5 KM) TO A CROSSROADS, TURN RIGHT AND GO NORTHEAST ON
 JV6903'U.S. HIGHWAY 11 (ANTRIM WAY) FOR 0.45 MI (0.72 KM) TO THE BENCH MARK
 JV6903'ON THE LEFT, 58 FT (17.7 M) NORTHWEST FROM THE CENTER OF U.S. HIGHWAY
 JV6903'11, 33.5 FT (10.2 M) SOUTHWEST FROM THE CENTER OF WALTER AVENUE, 25.5
 JV6903'FT (7.8 M) SOUTHEAST FROM THE CENTER OF DISERT DRIVE AND 10 FT
 JV6903'(3.0 M) SOUTH FROM A POWERLINE POLE NUMBERED 418. 0.9 M (3.0 FT)
 JV6903'BELOW WALTER DRIVE, AND 0.37 M (1.21 FT) SOUTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3412 ***********************************************************************
 JV3412  DESIGNATION -  DISERT RM 2 RESET 1947
 JV3412  PID         -  JV3412
 JV3412  STATE/COUNTY-  PA/FRANKLIN
 JV3412  USGS QUAD   -  GREENCASTLE (1990)
 JV3412
 JV3412                         *CURRENT SURVEY CONTROL
 JV3412  ___________________________________________________________________
 JV3412* NAD 83(1986)-  39 47 52.     (N)    077 43 39.     (W)     SCALED    
 JV3412* NAVD 88     -       183.22   (+/-2cm)     601.1    (feet)  VERTCON   
 JV3412  ___________________________________________________________________
 JV3412  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 JV3412
 JV3412  VERT ORDER  -  THIRD (See Below)
 JV3412
 JV3412.The horizontal coordinates were scaled from a topographic map and have
 JV3412.an estimated accuracy of +/- 6 seconds.
 JV3412
 JV3412.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV3412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV3412.The vertical order pertains to the NGVD 29 superseded value.
 JV3412
 JV3412.The geoid height was determined by GEOID03.
 JV3412
 JV3412;                    North         East    Units  Estimated Accuracy
 JV3412;SPC PA S     -    51,570.      601,930.      MT  (+/- 180 meters Scaled)
 JV3412
 JV3412                          SUPERSEDED SURVEY CONTROL
 JV3412
 JV3412  NGVD 29 (??/??/??)  183.41   (m)          601.7    (f) RESET       3  
 JV3412
 JV3412.Superseded values are not recommended for survey control.
 JV3412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3412.See file dsdata.txt to determine how the superseded data were derived.
 JV3412
 JV3412_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK664088(NAD 83)
 JV3412_MARKER: DR = REFERENCE MARK DISK
 JV3412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3412_STAMPING: DISERT NO 2 1935 RESET 1947
 JV3412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3412+STABILITY: SURFACE MOTION
 JV3412
 JV3412  HISTORY     - Date     Condition        Report By
 JV3412  HISTORY     - 1947     MONUMENTED       CGS
 JV3412  HISTORY     - 1960     GOOD             CGS
 JV3412  HISTORY     - 1979     MARK NOT FOUND   NGS
 JV3412
 JV3412                          STATION DESCRIPTION
 JV3412
 JV3412'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JV3412'0.5 MI NE FROM GREENCASTLE.
 JV3412'0.5 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JV3412'STATION AT GREENCASTLE, FRANKLIN COUNTY, 350 FEET NORTHWEST ALONG
 JV3412'A COUNTRY ROAD FROM THE NORTHWEST END OF THE OVERHEAD CROSSING
 JV3412'OF U.S. HIGHWAY 11, 31 FEET SOUTHWEST OF THE CENTERLINE OF THE
 JV3412'COUNTRY ROAD, 4 FEET NORTHWEST OF POLE 2, AND JUST SOUTHWEST
 JV3412'OF THE CURB OF THE ROAD.  A STANDARD REFERENCE-MARK DISK, STAMPED
 JV3412'DISERT NO. 2 1935 RESET 1947 AND SET IN THE TOP OF A CONCRETE
 JV3412'POST.
 JV3412
 JV3412                          STATION RECOVERY (1979)
 JV3412
 JV3412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV3412'NOTE-- ROAD APPEARS TO HAVE BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2186 ***********************************************************************
 MA2186  DESIGNATION -  DIVIDE
 MA2186  PID         -  MA2186
 MA2186  STATE/COUNTY-  PA/MCKEAN
 MA2186  USGS QUAD   -  NORWICH (1983)
 MA2186
 MA2186                         *CURRENT SURVEY CONTROL
 MA2186  ___________________________________________________________________
 MA2186* NAD 83(1992)-  41 38 16.08930(N)    078 17 23.28530(W)     ADJUSTED  
 MA2186* NAVD 88     -       739.5    (meters)    2426.     (feet)  VERTCON   
 MA2186  ___________________________________________________________________
 MA2186  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 MA2186  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 MA2186
 MA2186  HORZ ORDER  -  FIRST
 MA2186
 MA2186.The horizontal coordinates were established by classical geodetic methods
 MA2186.and adjusted by the National Geodetic Survey in June 2002..
 MA2186
 MA2186.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2186
 MA2186.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2186
 MA2186.The geoid height was determined by GEOID03.
 MA2186
 MA2186;                    North         East     Units Scale Factor Converg.
 MA2186;SPC PA N     -   163,516.724   555,026.221   MT  0.99996422   -0 21 25.6
 MA2186;SPC PA N     -   536,471.12  1,820,948.53   sFT  0.99996422   -0 21 25.6
 MA2186;UTM  17      - 4,613,111.706   725,730.517   MT  1.00022708   +1 48 05.3
 MA2186
 MA2186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2186!SPC PA N     -   0.99988899  x   0.99996422  =   0.99985321
 MA2186!UTM  17      -   0.99988899  x   1.00022708  =   1.00011604
 MA2186
 MA2186|---------------------------------------------------------------------|
 MA2186| PID    Reference Object                     Distance      Geod. Az  |
 MA2186|                                                           dddmmss.s |
 MA2186| CJ9670 DIVIDE RM 1                          23.890 METERS 01404     |
 MA2186| MA2183 KEATING SUMMIT CONSOL GAS MAST      APPROX.13.3 KM 0635933.4 |
 MA2186| CJ9671 DIVIDE RM 2                          24.089 METERS 10721     |
 MA2186| MA2189 WILDWOOD                            APPROX.16.3 KM 2443128.8 |
 MA2186| MA2343 MT JEWETT ST POL MAST KGB 202       APPROX.30.0 KM 2855256.8 |
 MA2186| MA2342 MT JEWETT BELL TEL MICROWAVE        APPROX.30.5 KM 2860307.4 |
 MA2186| MA2197 SMETHPORT TV CABLE CO MAST          APPROX.20.8 KM 3373638.2 |
 MA2186|---------------------------------------------------------------------|
 MA2186
 MA2186                          SUPERSEDED SURVEY CONTROL
 MA2186
 MA2186  NAD 83(1996)-  41 38 16.08914(N)    078 17 23.28644(W) AD(       ) 1
 MA2186  NAD 83(1986)-  41 38 16.08995(N)    078 17 23.28485(W) AD(       ) 1
 MA2186  NAD 27      -  41 38 15.85906(N)    078 17 24.24101(W) AD(       ) 1
 MA2186  NGVD 29 (07/19/86)  739.6    (m)         2427.     (f) VERT ANG       
 MA2186
 MA2186.Superseded values are not recommended for survey control.
 MA2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2186.See file dsdata.txt to determine how the superseded data were derived.
 MA2186
 MA2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG2573113112(NAD 83)
 MA2186_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2186_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MA2186
 MA2186  HISTORY     - Date     Condition        Report By
 MA2186  HISTORY     - 1967     MONUMENTED       CGS
 MA2186
 MA2186                          STATION DESCRIPTION
 MA2186
 MA2186'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 MA2186'THE STATION IS LOCATED ON A HIGH HEAVILY WOODED HILL, ABOUT 14 MILES
 MA2186'SOUTHEAST OF EAST SMETHPORT, 12-1/2 MILES SOUTH OF PORT ALLEGANY, 9
 MA2186'MILES NORTH-NORTHWEST OF EMPORIUM AND ON PROPERTY OF THE STATE GAME
 MA2186'COMMISSION.
 MA2186'
 MA2186'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 MA2186'HIGHWAY 46 IN EAST SMETHPORT, GO SOUTH ON STATE HIGHWAY 46 FOR
 MA2186'7.3 MILES TO ITS JUNCTION WITH STATE HIGHWAY 146.  CONTINUE AHEAD IN
 MA2186'A SOUTHERLY DIRECTION ON STATE HIGHWAY 46 FOR 7.05 MILES TO A
 MA2186'ROAD SIDE PARK ON THE LEFT, A SIDE ROAD LEFT AND A SIGN WHICH READS
 MA2186'STATE GAME LANDS NO.  30.  TURN LEFT AND GO EAST FOR ABOUT 100 FEET
 MA2186'TO A LOCKED GATE (KEY MAY BE OBTAINED FROM THE STATE GAME
 MA2186'COMMISSION).  PASS THROUGH GATE AND CONTINUE IN A EASTERLY
 MA2186'DIRECTION ON A TRACK ROAD FOR 3.0 MILES TO A REVERSE Y-FORK.  TURN
 MA2186'SHARP LEFT AND GO IN A NORTHERLY DIRECTION ON A TRACK ROAD FOR 0.6
 MA2186'MILE TO A DIM TRACK ROAD LEFT AT A SMALL CLEARING.  (A 4- WHEEL
 MA2186'DRIVE VEHICLE IS REQUIRED FROM THIS POINT) TURN LEFT AND GO
 MA2186'NORTHWEST UP A STEEP HILL ON A DIM TRACK ROAD FOR 0.05 MILE TO A
 MA2186'T-ROAD.  TURN LEFT AND GO SOUTHWEST ON A TRACK ROAD FOR 0.25 MILE TO
 MA2186'THE TOP OF THE HILL AND THE STATION.
 MA2186'
 MA2186'THE STATION MARK IS A STANDARD DISK STAMPED DIVIDE 1967, SET IN THE
 MA2186'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 5
 MA2186'INCHES ABOVE THE GROUND.  IT IS 40 FEET WEST OF A 16 INCH WILD CHERRY
 MA2186'TREE, 36 FEET SOUTHWEST OF A 14 INCH WILD CHERRY TREE, 30.1 FEET
 MA2186'NORTH OF A METAL BOUNDARY LINE MARKER AND 16 FEET NORTHWEST OF AN 8
 MA2186'INCH MAPLE TREE WITH TRIANGULAR BLAZE.
 MA2186'
 MA2186'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DIVIDE NO 1 1967, SET IN
 MA2186'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 MA2186'12-INCHES ABOVE THE GROUND.  IT IS 66 FEET WEST OF THE CENTER OF THE
 MA2186'TRACK ROAD AND 49 FEET NORTHWEST OF THE 14-INCH WILD CHERRY TREE.
 MA2186'
 MA2186'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DIVIDE NO 2 1967, SET IN
 MA2186'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 MA2186'PROJECTS 10 INCHES ABOVE THE GROUND.  IT IS 73 FEET EAST OF THE METAL
 MA2186'BOUNDARY LINE MARKER AND 65 FEET EAST-NORTHEAST OF THE 8 INCH
 MA2186'MAPLE TREE WITH A TRIANGULAR BLAZE.
 MA2186'
 MA2186'NOTE- NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 MA2186'
 MA2186'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1955 ***********************************************************************
 LZ1955  DESIGNATION -  DIVIDING
 LZ1955  PID         -  LZ1955
 LZ1955  STATE/COUNTY-  PA/NORTHUMBERLAND
 LZ1955  USGS QUAD   -  MUNCY (1986)
 LZ1955
 LZ1955                         *CURRENT SURVEY CONTROL
 LZ1955  ___________________________________________________________________
 LZ1955* NAD 83(1992)-  41 09 01.36009(N)    076 45 23.49041(W)     ADJUSTED  
 LZ1955* NAVD 88     -       355.6    (meters)    1167.     (feet)  VERTCON   
 LZ1955  ___________________________________________________________________
 LZ1955  LAPLACE CORR-           4.21  (seconds)                    DEFLEC99
 LZ1955  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 LZ1955
 LZ1955  HORZ ORDER  -  FIRST
 LZ1955
 LZ1955.The horizontal coordinates were established by classical geodetic methods
 LZ1955.and adjusted by the National Geodetic Survey in June 2002..
 LZ1955
 LZ1955.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1955
 LZ1955.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1955
 LZ1955.The geoid height was determined by GEOID03.
 LZ1955
 LZ1955;                    North         East     Units Scale Factor Converg.
 LZ1955;SPC PA N     -   109,722.883   683,391.403   MT  0.99996764   +0 39 26.0
 LZ1955;SPC PA N     -   359,982.49  2,242,093.29   sFT  0.99996764   +0 39 26.0
 LZ1955;UTM  18      - 4,556,937.617   352,606.671   MT  0.99986738   -1 09 21.8
 LZ1955
 LZ1955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1955!SPC PA N     -   0.99994941  x   0.99996764  =   0.99991705
 LZ1955!UTM  18      -   0.99994941  x   0.99986738  =   0.99981680
 LZ1955
 LZ1955|---------------------------------------------------------------------|
 LZ1955| PID    Reference Object                     Distance      Geod. Az  |
 LZ1955|                                                           dddmmss.s |
 LZ1955| CB4009 DIVIDING RM 1                        45.507 METERS 02034     |
 LZ1955| CB4010 DIVIDING RM 2                        38.594 METERS 07151     |
 LZ1955| LZ1970 MILTON AMERICAN HOME FOODS TK       APPROX.17.7 KM 2084726.6 |
 LZ1955| LZ1971 MILTON AMERICAN HOME FOODS STK      APPROX.17.7 KM 2084817.7 |
 LZ1955| LZ1974 MILTON CONTINENTAL CAN CO TANK      APPROX.17.1 KM 2084949.0 |
 LZ1955| KW3192 LEWISBURG CHAIR AND FURN STACK      APPROX.23.9 KM 2085749.4 |
 LZ1955| KW3191 LEWISBURG CHAIR AND FURN TANK       APPROX.24.0 KM 2092317.3 |
 LZ1955| KW3187 LEWISBURG US PENETENTIARY TANK      APPROX.22.2 KM 2170756.8 |
 LZ1955| CB4008 DIVIDING AZ MK                                     2634429.1 |
 LZ1955|---------------------------------------------------------------------|
 LZ1955
 LZ1955                          SUPERSEDED SURVEY CONTROL
 LZ1955
 LZ1955  NAD 83(1986)-  41 09 01.35907(N)    076 45 23.48629(W) AD(       ) 1
 LZ1955  NAD 27      -  41 09 01.05490(N)    076 45 24.63130(W) AD(       ) 1
 LZ1955  NGVD 29 (07/19/86)  355.8    (m)         1167.     (f) VERT ANG       
 LZ1955
 LZ1955.Superseded values are not recommended for survey control.
 LZ1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1955.See file dsdata.txt to determine how the superseded data were derived.
 LZ1955
 LZ1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL5260756938(NAD 83)
 LZ1955_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1955
 LZ1955  HISTORY     - Date     Condition        Report By
 LZ1955  HISTORY     - 1958     MONUMENTED       CGS
 LZ1955
 LZ1955                          STATION DESCRIPTION
 LZ1955
 LZ1955'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ1955'THE STATION IS APPROXIMATELY 4.0 MILES SOUTH-SOUTHEAST OF MUNCY AND 7
 LZ1955'MILES NE OF WATSONTOWN, ON A HIGH POINT OF THE MUNCY HILLS ABOUT
 LZ1955'1.0 MILE EAST OF DIVIDING SCHOOL, ON THE PROPERTY OF PAUL AND KENNETH
 LZ1955'BRYFOGLE.
 LZ1955'
 LZ1955'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 405
 LZ1955'IN MUNCY, GO SOUTH ON HIGHWAY 14 FOR 0.4 MILE TO NEW STREET LEFT,
 LZ1955'TURN LEFT ON NEW STREET AND GO 0.35 MILE TO T-ROAD, AND SIGN EXCHANGE
 LZ1955'9, TURN RIGHT AND GO 1.25 MILES TO GRAVEL SIDE ROAD RIGHT, KEEP
 LZ1955'RIGHT ON GRAVEL ROAD AND GO 0.4 MILE TO FORKS AT BRIDGE, KEEP LEFT
 LZ1955'FORK ACROSS BRIDGE AND FOLLOW MAIN TRAVELED ROUTE FOR 1.4 MILES TO
 LZ1955'SIDE ROAD LEFT, KEEP RIGHT ALONG TOP OF RIDGE FOR 0.8 MILE TO FORKS,
 LZ1955'TAKE RIGHT FORK AND GO 0.9 MILE TO THE STATION ON THE RIGHT NEAR
 LZ1955'SUMMIT OF HILL AND JUST WEST OF WOODS LINE.
 LZ1955'
 LZ1955'STATION MARKS ARE STANDARD DISKS STAMPED DIVIDING 1958.  THE SURFACE
 LZ1955'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 LZ1955'INCHES.  IT IS 27 FEET NORTH OF CENTER OF GRAVEL ROAD, 150 FEET WEST
 LZ1955'OF A DEAD TREE AND 134 FEET WEST OF A 8 INCH TREE WITH TRIANGULAR
 LZ1955'BLAZE.  A STANDARD WITNESS POST WAS SET 5 FEET SOUTHWEST OF THE MARK.
 LZ1955'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 28
 LZ1955'INCHES BELOW THE SURFACE OF THE GROUND.
 LZ1955'
 LZ1955'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DIVIDING NO 1 1958, IS
 LZ1955'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 40
 LZ1955'FEET SOUTHWEST OF A 10 INCH TREE WITH TRIANGULAR BLAZE AND ABOUT 2
 LZ1955'FEET WEST OF WOODS LINE.
 LZ1955'
 LZ1955'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DIVIDING NO 2 1958, IS
 LZ1955'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 23
 LZ1955'FEET NORTH OF CENTER OF GRAVEL ROAD, 24 FEET WEST OF A 14 INCH DEAD
 LZ1955'TREE AND 21 FEET SOUTHWEST OF A 8 INCH TREE WITH TRIANGULAR BLAZE.
 LZ1955'
 LZ1955'AZIMUTH MARK IS A STANDARD DISK STAMPED DIVIDING 1958, SET IN A
 LZ1955'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 2 FEET NORTH
 LZ1955'OF POWER LINE POLE, 24 FEET WEST OF TELEPHONE LINE POLE, 16 FEET
 LZ1955'SOUTHEAST OF A 12 INCH DOUBLE-TRUNK TREE AND 61 FEET NORTH OF
 LZ1955'CENTER OF GRAVEL ROAD.
 LZ1955'
 LZ1955'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON GRAVEL
 LZ1955'ROAD FOR 0.4 MILE TO CROSSROADS, KEEP STRAIGHT AHEAD AND GO 0.1
 LZ1955'MILE TO THE MARK ON THE RIGHT ABOVE ROAD BED AND NEAR POWER POLE.
 LZ1955'
 LZ1955'HEIGHT OF LIGHT ABOVE STATION MARK 15 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1116 ***********************************************************************
 LY1116  DESIGNATION -  DLW
 LY1116  PID         -  LY1116
 LY1116  STATE/COUNTY-  PA/MONROE
 LY1116  USGS QUAD   -  TOBYHANNA (1994)
 LY1116
 LY1116                         *CURRENT SURVEY CONTROL
 LY1116  ___________________________________________________________________
 LY1116* NAD 83(1986)-  41 10 46.     (N)    075 25 05.     (W)     SCALED    
 LY1116* NAVD 88     -       589.348  (meters)    1933.55   (feet)  ADJUSTED  
 LY1116  ___________________________________________________________________
 LY1116  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 LY1116  DYNAMIC HT  -         589.053 (meters)    1932.58  (feet)  COMP
 LY1116  MODELED GRAV-     980,102.9   (mgal)                       NAVD 88
 LY1116
 LY1116  VERT ORDER  -  SECOND    CLASS 0
 LY1116
 LY1116.The horizontal coordinates were scaled from a topographic map and have
 LY1116.an estimated accuracy of +/- 6 seconds.
 LY1116
 LY1116.The orthometric height was determined by differential leveling
 LY1116.and adjusted by the National Geodetic Survey in June 1991..
 LY1116
 LY1116.The geoid height was determined by GEOID03.
 LY1116
 LY1116.The dynamic height is computed by dividing the NAVD 88
 LY1116.geopotential number by the normal gravity value computed on the
 LY1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1116.degrees latitude (g = 980.6199 gals.).
 LY1116
 LY1116.The modeled gravity was interpolated from observed gravity values.
 LY1116
 LY1116;                    North         East    Units  Estimated Accuracy
 LY1116;SPC PA N     -   115,110.      795,640.      MT  (+/- 180 meters Scaled)
 LY1116
 LY1116                          SUPERSEDED SURVEY CONTROL
 LY1116
 LY1116  NGVD 29 (??/??/92)  589.542  (m)         1934.19   (f) ADJ UNCH    2 0
 LY1116
 LY1116.Superseded values are not recommended for survey control.
 LY1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1116.See file dsdata.txt to determine how the superseded data were derived.
 LY1116
 LY1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL649587(NAD 83)
 LY1116_MARKER: DD = SURVEY DISK
 LY1116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1116_SP_SET: TOWER PLATFORM
 LY1116_STAMPING: DLW 1932
 LY1116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1116
 LY1116  HISTORY     - Date     Condition        Report By
 LY1116  HISTORY     - 1932     MONUMENTED       USGS
 LY1116  HISTORY     - 1956     GOOD             NGS
 LY1116  HISTORY     - 1961     GOOD             NGS
 LY1116  HISTORY     - 20031114 GOOD             INDIV
 LY1116
 LY1116                          STATION DESCRIPTION
 LY1116
 LY1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LY1116'AT TOBYHANNA.
 LY1116'AT TOBYHANNA, ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 LY1116'RAILROAD, ON TOP OF THE NORTHWEST CORNER OF A CONCRETE PLATFORM
 LY1116'AROUND A CONTROL TOWER, 41.3 FEET EAST OF THE CENTER LINE OF
 LY1116'THE FIRST STREET CROSSING EAST OF THE STATION, 8.2 FEET
 LY1116'NORTHEAST OF THE NORTHWEST CORNER OF A TWO-STORY CONCRETE
 LY1116'CONTROL TOWER, 2.4 FEET SOUTH OF THE SOUTH RAIL AND 1-FOOT
 LY1116'BELOW THE LEVEL OF THE TRACK.
 LY1116
 LY1116                          STATION RECOVERY (1961)
 LY1116
 LY1116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LY1116'RECOVERED IN GOOD CONDITION.
 LY1116
 LY1116                          STATION RECOVERY (2003)
 LY1116
 LY1116'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JKM)
 LY1116' 
 LY1116'THE STAMPING IS WORN AND DIFFICULT TO DISCERN.  THE MARK APPEARS TO BE
 LY1116'IN GOOD CONDITION OTHERWISE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1109 ***********************************************************************
 LY1109  DESIGNATION -  DLW 1889
 LY1109  PID         -  LY1109
 LY1109  STATE/COUNTY-  PA/WAYNE
 LY1109  USGS QUAD   -  TOBYHANNA (1994)
 LY1109
 LY1109                         *CURRENT SURVEY CONTROL
 LY1109  ___________________________________________________________________
 LY1109* NAD 83(1986)-  41 14 43.     (N)    075 27 13.     (W)     SCALED    
 LY1109* NAVD 88     -       576.152  (meters)    1890.26   (feet)  ADJUSTED  
 LY1109  ___________________________________________________________________
 LY1109  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 LY1109  DYNAMIC HT  -         575.871 (meters)    1889.34  (feet)  COMP
 LY1109  MODELED GRAV-     980,117.3   (mgal)                       NAVD 88
 LY1109
 LY1109  VERT ORDER  -  SECOND    CLASS 0
 LY1109
 LY1109.The horizontal coordinates were scaled from a topographic map and have
 LY1109.an estimated accuracy of +/- 6 seconds.
 LY1109
 LY1109.The orthometric height was determined by differential leveling
 LY1109.and adjusted by the National Geodetic Survey in June 1991..
 LY1109
 LY1109.The geoid height was determined by GEOID03.
 LY1109
 LY1109.The dynamic height is computed by dividing the NAVD 88
 LY1109.geopotential number by the normal gravity value computed on the
 LY1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1109.degrees latitude (g = 980.6199 gals.).
 LY1109
 LY1109.The modeled gravity was interpolated from observed gravity values.
 LY1109
 LY1109;                    North         East    Units  Estimated Accuracy
 LY1109;SPC PA N     -   122,340.      792,460.      MT  (+/- 180 meters Scaled)
 LY1109
 LY1109                          SUPERSEDED SURVEY CONTROL
 LY1109
 LY1109  NGVD 29 (??/??/92)  576.347  (m)         1890.90   (f) ADJ UNCH    2 0
 LY1109
 LY1109.Superseded values are not recommended for survey control.
 LY1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1109.See file dsdata.txt to determine how the superseded data were derived.
 LY1109
 LY1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL619660(NAD 83)
 LY1109_MARKER: DD = SURVEY DISK
 LY1109_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1109_SP_SET: FLAGMAN HOUSE BASE
 LY1109_STAMPING: D L W 1889
 LY1109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1109
 LY1109  HISTORY     - Date     Condition        Report By
 LY1109  HISTORY     - 1889     MONUMENTED       USGS
 LY1109  HISTORY     - 1956     GOOD             NGS
 LY1109  HISTORY     - 1961     GOOD             NGS
 LY1109  HISTORY     - 19870717 GOOD             LOCSUR
 LY1109  HISTORY     - 20050718 GOOD             INDIV
 LY1109
 LY1109                          STATION DESCRIPTION
 LY1109
 LY1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LY1109'AT GOULDSBORO.
 LY1109'AT GOULDSBORO, ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 LY1109'RAILROAD, 4 RAILS SOUTHEAST AND ACROSS COUNTY ROAD NO. 507 FROM
 LY1109'THE STATION, ON TOP AND AT THE SOUTHEAST CORNER OF A CONCRETE
 LY1109'BASE WHICH FORMERLY SUPPORTED A FLAGMAN HOUSE, 34.2 FEET
 LY1109'SOUTHEAST OF THE CENTER LINE OF THE COUNTY ROAD, 6.3 FEET
 LY1109'SOUTHWEST OF THE SOUTHWEST RAIL 5.4 FEET NORTHWEST OF THE
 LY1109'NORTHWEST SIDE OF OVERHEAD SIGNAL NO. 112.8, ABOUT LEVEL WITH
 LY1109'THE TRACK.
 LY1109
 LY1109                          STATION RECOVERY (1961)
 LY1109
 LY1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LY1109'RECOVERED IN GOOD CONDITION.
 LY1109
 LY1109                          STATION RECOVERY (1987)
 LY1109
 LY1109'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (AS)
 LY1109'RECOVERED IN GOOD CONDITION.
 LY1109
 LY1109                          STATION RECOVERY (2005)
 LY1109
 LY1109'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JKM)
 LY1109'MARK FOUND IN GOOD CONDITION ON CONCRETE BASE, ADJACENT TO POWERLINE
 LY1109'POLE PPL CO 63149/N40135.  COUNTY ROAD 507 IS NOW PA STATE ROUTE 507.
 LY1109' 
 LY1109' 
 LY1109'THERE APPEARS TO BE AN ERROR IN THAT THE 1889 STAMPED ON THE DISK
 LY1109'REFERS TO THE ELEVATION, NOT THE YEAR THE STATION WAS MONUMENTED.
 LY1109'USGS FILES HAVE NO RECORD OF THE DATE OF MONUMENTATION.
 LY1109' 
 LY1109'HANDHELD GPS WAAS-CORRECTED COORDINATES FOR THE STATION ARE 41 14
 LY1109'43.2(N) 075 27 11.9(W).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1323 ***********************************************************************
 MA1323  DESIGNATION -  DMM 1
 MA1323  PID         -  MA1323
 MA1323  STATE/COUNTY-  PA/CLARION
 MA1323  USGS QUAD   -  EMLENTON (1979)
 MA1323
 MA1323                         *CURRENT SURVEY CONTROL
 MA1323  ___________________________________________________________________
 MA1323* NAD 83(1986)-  41 11 01.     (N)    079 40 57.     (W)     SCALED    
 MA1323* NAVD 88     -       357.391  (meters)    1172.54   (feet)  ADJUSTED  
 MA1323  ___________________________________________________________________
 MA1323  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 MA1323  DYNAMIC HT  -         357.228 (meters)    1172.01  (feet)  COMP
 MA1323  MODELED GRAV-     980,158.8   (mgal)                       NAVD 88
 MA1323
 MA1323  VERT ORDER  -  SECOND    CLASS 0
 MA1323
 MA1323.The horizontal coordinates were scaled from a topographic map and have
 MA1323.an estimated accuracy of +/- 6 seconds.
 MA1323
 MA1323.The orthometric height was determined by differential leveling
 MA1323.and adjusted by the National Geodetic Survey in June 1991..
 MA1323
 MA1323.The geoid height was determined by GEOID03.
 MA1323
 MA1323.The dynamic height is computed by dividing the NAVD 88
 MA1323.geopotential number by the normal gravity value computed on the
 MA1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1323.degrees latitude (g = 980.6199 gals.).
 MA1323
 MA1323.The modeled gravity was interpolated from observed gravity values.
 MA1323
 MA1323;                    North         East    Units  Estimated Accuracy
 MA1323;SPC PA N     -   114,740.      437,880.      MT  (+/- 180 meters Scaled)
 MA1323
 MA1323                          SUPERSEDED SURVEY CONTROL
 MA1323
 MA1323  NGVD 29 (??/??/92)  357.560  (m)         1173.09   (f) ADJ UNCH    2 0
 MA1323
 MA1323.Superseded values are not recommended for survey control.
 MA1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1323.See file dsdata.txt to determine how the superseded data were derived.
 MA1323
 MA1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF104599(NAD 83)
 MA1323_MARKER: DB = BENCH MARK DISK
 MA1323_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1323_SP_SET: ABUTMENT
 MA1323_STAMPING: DMM 1 1958
 MA1323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1323
 MA1323  HISTORY     - Date     Condition        Report By
 MA1323  HISTORY     - 1958     MONUMENTED       PADH
 MA1323  HISTORY     - 1958     GOOD             NGS
 MA1323
 MA1323                          STATION DESCRIPTION
 MA1323
 MA1323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MA1323'1.8 MI NE FROM EMLENTON.
 MA1323'ABOUT 1.75 MILES NORTHEAST ALONG STATE HIGHWAY 38 FROM THE
 MA1323'RAILROAD STATION AT EMLENTON.  ON THE HIGHEST PART OF THE
 MA1323'SOUTHEAST ABUTMENT OF THE CONCRETE BRIDGE OVER RICHEY RUN,
 MA1323'5-INCHES SOUTH OF SOUTH HEADWALL OF THE BRIDGE.  A PENNSYLVANIA
 MA1323'DEPARTMENT OF HIGHWAYS BRONZE DISK EMBED IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1326 ***********************************************************************
 MA1326  DESIGNATION -  DMM 2
 MA1326  PID         -  MA1326
 MA1326  STATE/COUNTY-  PA/VENANGO
 MA1326  USGS QUAD   -  EMLENTON (1979)
 MA1326
 MA1326                         *CURRENT SURVEY CONTROL
 MA1326  ___________________________________________________________________
 MA1326* NAD 83(1986)-  41 10 26.     (N)    079 43 11.     (W)     SCALED    
 MA1326* NAVD 88     -       360.469  (meters)    1182.64   (feet)  ADJUSTED  
 MA1326  ___________________________________________________________________
 MA1326  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 MA1326  DYNAMIC HT  -         360.305 (meters)    1182.10  (feet)  COMP
 MA1326  MODELED GRAV-     980,159.2   (mgal)                       NAVD 88
 MA1326
 MA1326  VERT ORDER  -  FIRST     CLASS II
 MA1326
 MA1326.The horizontal coordinates were scaled from a topographic map and have
 MA1326.an estimated accuracy of +/- 6 seconds.
 MA1326
 MA1326.The orthometric height was determined by differential leveling
 MA1326.and adjusted by the National Geodetic Survey in June 1991..
 MA1326
 MA1326.The geoid height was determined by GEOID03.
 MA1326
 MA1326.The dynamic height is computed by dividing the NAVD 88
 MA1326.geopotential number by the normal gravity value computed on the
 MA1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1326.degrees latitude (g = 980.6199 gals.).
 MA1326
 MA1326.The modeled gravity was interpolated from observed gravity values.
 MA1326
 MA1326;                    North         East    Units  Estimated Accuracy
 MA1326;SPC PA N     -   113,740.      434,730.      MT  (+/- 180 meters Scaled)
 MA1326
 MA1326                          SUPERSEDED SURVEY CONTROL
 MA1326
 MA1326  NGVD 29 (06/03/92)  360.645  (m)         1183.22   (f) ADJUSTED    1 2
 MA1326
 MA1326.Superseded values are not recommended for survey control.
 MA1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1326.See file dsdata.txt to determine how the superseded data were derived.
 MA1326
 MA1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF073588(NAD 83)
 MA1326_MARKER: DD = SURVEY DISK
 MA1326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1326_SP_SET: ABUTMENT
 MA1326_STAMPING: DMM 2 1958
 MA1326_MARK LOGO: PADH  
 MA1326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1326
 MA1326  HISTORY     - Date     Condition        Report By
 MA1326  HISTORY     - 1958     MONUMENTED       PADH
 MA1326  HISTORY     - 1958     GOOD             NGS
 MA1326  HISTORY     - 1977     GOOD             PADT
 MA1326  HISTORY     - 1982     GOOD             NGS
 MA1326
 MA1326                          STATION DESCRIPTION
 MA1326
 MA1326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MA1326'0.5 MI W FROM EMLENTON.
 MA1326'ABOUT 0.5 MILE WESTERLY ALONG STATE HIGHWAY 38 FROM BRIDGE OVER
 MA1326'THE ALLEGHENY RIVER AT EMLENTON.  AT A T-ROAD NORTH, ON THE
 MA1326'HIGHEST PART OF THE SOUTHWEST ABUTMENT OF A CONCRETE BRIDGE AND
 MA1326'AT THE BASE OF THE SOUTHWEST HEADWALL.  A PENNSYLVANIA DEPARTMENT
 MA1326'OF HIGHWAYS BRONZE DISK IN DRILL HOLE.
 MA1326
 MA1326                          STATION RECOVERY (1977)
 MA1326
 MA1326'RECOVERY NOTE BY PA DEPT OF TRANSP 1977
 MA1326'RECOVERED IN GOOD CONDITION.
 MA1326
 MA1326                          STATION RECOVERY (1982)
 MA1326
 MA1326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MA1326'RECOVERED IN GOOD CONDITION.
 MA1326'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1333 ***********************************************************************
 MA1333  DESIGNATION -  DMM 3
 MA1333  PID         -  MA1333
 MA1333  STATE/COUNTY-  PA/VENANGO
 MA1333  USGS QUAD   -  EAU CLAIRE (1979)
 MA1333
 MA1333                         *CURRENT SURVEY CONTROL
 MA1333  ___________________________________________________________________
 MA1333* NAD 83(1986)-  41 11 16.     (N)    079 46 23.     (W)     SCALED    
 MA1333* NAVD 88     -       381.817  (meters)    1252.68   (feet)  ADJUSTED  
 MA1333  ___________________________________________________________________
 MA1333  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 MA1333  DYNAMIC HT  -         381.638 (meters)    1252.09  (feet)  COMP
 MA1333  MODELED GRAV-     980,144.4   (mgal)                       NAVD 88
 MA1333
 MA1333  VERT ORDER  -  SECOND    CLASS 0
 MA1333
 MA1333.The horizontal coordinates were scaled from a topographic map and have
 MA1333.an estimated accuracy of +/- 6 seconds.
 MA1333
 MA1333.The orthometric height was determined by differential leveling
 MA1333.and adjusted by the National Geodetic Survey in June 1991..
 MA1333
 MA1333.The geoid height was determined by GEOID03.
 MA1333
 MA1333.The dynamic height is computed by dividing the NAVD 88
 MA1333.geopotential number by the normal gravity value computed on the
 MA1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1333.degrees latitude (g = 980.6199 gals.).
 MA1333
 MA1333.The modeled gravity was interpolated from observed gravity values.
 MA1333
 MA1333;                    North         East    Units  Estimated Accuracy
 MA1333;SPC PA N     -   115,380.      430,300.      MT  (+/- 180 meters Scaled)
 MA1333
 MA1333                          SUPERSEDED SURVEY CONTROL
 MA1333
 MA1333  NGVD 29 (??/??/92)  381.981  (m)         1253.22   (f) ADJ UNCH    2 0
 MA1333
 MA1333.Superseded values are not recommended for survey control.
 MA1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1333.See file dsdata.txt to determine how the superseded data were derived.
 MA1333
 MA1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF028603(NAD 83)
 MA1333_MARKER: DD = SURVEY DISK
 MA1333_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1333_SP_SET: ABUTMENT
 MA1333_STAMPING: DMM 3 1958
 MA1333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1333
 MA1333  HISTORY     - Date     Condition        Report By
 MA1333  HISTORY     - 1958     MONUMENTED       PADH
 MA1333  HISTORY     - 1958     GOOD             NGS
 MA1333
 MA1333                          STATION DESCRIPTION
 MA1333
 MA1333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MA1333'3.6 MI W FROM EMLENTON.
 MA1333'ABOUT 1.45 MILES WESTERLY ALONG STATE HIGHWAY 38 FROM THE BRIDGE
 MA1333'OVER THE ALLEGHENY RIVER AT EMLENTON, THENCE WEST ALONG STATE
 MA1333'HIGHWAY 208 FOR 2.2 MILES.  ON THE HIGHEST POINT OF THE NORTHWEST
 MA1333'ABUTMENT OF THE CONCRETE BRIDGE, 5-INCHES NORTH OF THE HEADWALL,
 MA1333'15.5 FEET NORTH OF CENTER LINE OF THE HIGHWAY AND 182.0 FEET EAST
 MA1333'OF A CROSSROAD.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS BRONZE
 MA1333'DISK EMBED IN THE CONCRETE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1334 ***********************************************************************
 MA1334  DESIGNATION -  DMM 4
 MA1334  PID         -  MA1334
 MA1334  STATE/COUNTY-  PA/VENANGO
 MA1334  USGS QUAD   -  EAU CLAIRE (1979)
 MA1334
 MA1334                         *CURRENT SURVEY CONTROL
 MA1334  ___________________________________________________________________
 MA1334* NAD 83(1986)-  41 11 23.     (N)    079 47 03.     (W)     SCALED    
 MA1334* NAVD 88     -       359.319  (meters)    1178.87   (feet)  ADJUSTED  
 MA1334  ___________________________________________________________________
 MA1334  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MA1334  DYNAMIC HT  -         359.151 (meters)    1178.31  (feet)  COMP
 MA1334  MODELED GRAV-     980,144.1   (mgal)                       NAVD 88
 MA1334
 MA1334  VERT ORDER  -  SECOND    CLASS 0
 MA1334
 MA1334.The horizontal coordinates were scaled from a topographic map and have
 MA1334.an estimated accuracy of +/- 6 seconds.
 MA1334
 MA1334.The orthometric height was determined by differential leveling
 MA1334.and adjusted by the National Geodetic Survey in June 1991..
 MA1334
 MA1334.The geoid height was determined by GEOID03.
 MA1334
 MA1334.The dynamic height is computed by dividing the NAVD 88
 MA1334.geopotential number by the normal gravity value computed on the
 MA1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1334.degrees latitude (g = 980.6199 gals.).
 MA1334
 MA1334.The modeled gravity was interpolated from observed gravity values.
 MA1334
 MA1334;                    North         East    Units  Estimated Accuracy
 MA1334;SPC PA N     -   115,620.      429,370.      MT  (+/- 180 meters Scaled)
 MA1334
 MA1334                          SUPERSEDED SURVEY CONTROL
 MA1334
 MA1334  NGVD 29 (??/??/92)  359.482  (m)         1179.40   (f) ADJ UNCH    2 0
 MA1334
 MA1334.Superseded values are not recommended for survey control.
 MA1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1334.See file dsdata.txt to determine how the superseded data were derived.
 MA1334
 MA1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF019605(NAD 83)
 MA1334_MARKER: DD = SURVEY DISK
 MA1334_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1334_SP_SET: ABUTMENT
 MA1334_STAMPING: DMM 4 1958
 MA1334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1334
 MA1334  HISTORY     - Date     Condition        Report By
 MA1334  HISTORY     - 1958     MONUMENTED       PADH
 MA1334  HISTORY     - 1958     GOOD             NGS
 MA1334
 MA1334                          STATION DESCRIPTION
 MA1334
 MA1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MA1334'4.4 MI W FROM EMLENTON.
 MA1334'ABOUT 1.45 MILES WESTERLY ALONG STATE HIGHWAY 38 FROM BRIDGE
 MA1334'OVER THE ALLEGHENY RIVER AT EMLENTON, THENCE WEST ALONG HIGHWAY
 MA1334'208 FOR 2.9 MILES.  ON THE HIGHEST POINT OF THE NORTHEAST
 MA1334'CONCRETE ABUTMENT OF THE BRIDGE OVER LITTLE SCRUBGRASS CREEK,
 MA1334'4-INCHES NORTH OF THE HEADWALL AND 12.0 FEET NORTH OF CENTER
 MA1334'LINE OF THE HIGHWAY.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS
 MA1334'BRONZE DISK EMBED IN THE CONCRETE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1339 ***********************************************************************
 MA1339  DESIGNATION -  DMM 5
 MA1339  PID         -  MA1339
 MA1339  STATE/COUNTY-  PA/VENANGO
 MA1339  USGS QUAD   -  EAU CLAIRE (1979)
 MA1339
 MA1339                         *CURRENT SURVEY CONTROL
 MA1339  ___________________________________________________________________
 MA1339* NAD 83(1986)-  41 12 04.     (N)    079 49 09.     (W)     SCALED    
 MA1339* NAVD 88     -       408.841  (meters)    1341.34   (feet)  ADJUSTED  
 MA1339  ___________________________________________________________________
 MA1339  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MA1339  DYNAMIC HT  -         408.651 (meters)    1340.72  (feet)  COMP
 MA1339  MODELED GRAV-     980,147.5   (mgal)                       NAVD 88
 MA1339
 MA1339  VERT ORDER  -  SECOND    CLASS 0
 MA1339
 MA1339.The horizontal coordinates were scaled from a topographic map and have
 MA1339.an estimated accuracy of +/- 6 seconds.
 MA1339
 MA1339.The orthometric height was determined by differential leveling
 MA1339.and adjusted by the National Geodetic Survey in June 1991..
 MA1339
 MA1339.The geoid height was determined by GEOID03.
 MA1339
 MA1339.The dynamic height is computed by dividing the NAVD 88
 MA1339.geopotential number by the normal gravity value computed on the
 MA1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1339.degrees latitude (g = 980.6199 gals.).
 MA1339
 MA1339.The modeled gravity was interpolated from observed gravity values.
 MA1339
 MA1339;                    North         East    Units  Estimated Accuracy
 MA1339;SPC PA N     -   116,950.      426,460.      MT  (+/- 180 meters Scaled)
 MA1339
 MA1339                          SUPERSEDED SURVEY CONTROL
 MA1339
 MA1339  NGVD 29 (??/??/92)  409.002  (m)         1341.87   (f) ADJ UNCH    2 0
 MA1339
 MA1339.Superseded values are not recommended for survey control.
 MA1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1339.See file dsdata.txt to determine how the superseded data were derived.
 MA1339
 MA1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF990617(NAD 83)
 MA1339_MARKER: DD = SURVEY DISK
 MA1339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1339_SP_SET: ABUTMENT
 MA1339_STAMPING: DMM 5 1958
 MA1339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1339
 MA1339  HISTORY     - Date     Condition        Report By
 MA1339  HISTORY     - 1958     MONUMENTED       PADH
 MA1339  HISTORY     - 1958     GOOD             NGS
 MA1339
 MA1339                          STATION DESCRIPTION
 MA1339
 MA1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MA1339'2.8 MI E FROM CLINTONVILLE.
 MA1339'ABOUT 2.85 MILES EAST ALONG STATE HIGHWAY 208 FROM THE CROSSROAD
 MA1339'IN CLINTONVILLE, 0.1 MILE EAST OF A CROSSROAD.  ON THE HIGHEST
 MA1339'POINT OF THE NORTHWEST CONCRETE ABUTMENT OF A BRIDGE, 3-INCHES
 MA1339'NORTH OF THE HEADWALL AND 18.0 FEET NORTH OF CENTER LINE OF THE
 MA1339'HIGHWAY.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS BRONZE DISK EMBED
 MA1339'IN THE CONCRETE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1341 ***********************************************************************
 MA1341  DESIGNATION -  DMM 6
 MA1341  PID         -  MA1341
 MA1341  STATE/COUNTY-  PA/VENANGO
 MA1341  USGS QUAD   -  EAU CLAIRE (1979)
 MA1341
 MA1341                         *CURRENT SURVEY CONTROL
 MA1341  ___________________________________________________________________
 MA1341* NAD 83(1986)-  41 12 02.     (N)    079 49 51.     (W)     SCALED    
 MA1341* NAVD 88     -       419.218  (meters)    1375.38   (feet)  ADJUSTED  
 MA1341  ___________________________________________________________________
 MA1341  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 MA1341  DYNAMIC HT  -         419.024 (meters)    1374.75  (feet)  COMP
 MA1341  MODELED GRAV-     980,146.9   (mgal)                       NAVD 88
 MA1341
 MA1341  VERT ORDER  -  SECOND    CLASS 0
 MA1341
 MA1341.The horizontal coordinates were scaled from a topographic map and have
 MA1341.an estimated accuracy of +/- 6 seconds.
 MA1341
 MA1341.The orthometric height was determined by differential leveling
 MA1341.and adjusted by the National Geodetic Survey in June 1991..
 MA1341
 MA1341.The geoid height was determined by GEOID03.
 MA1341
 MA1341.The dynamic height is computed by dividing the NAVD 88
 MA1341.geopotential number by the normal gravity value computed on the
 MA1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1341.degrees latitude (g = 980.6199 gals.).
 MA1341
 MA1341.The modeled gravity was interpolated from observed gravity values.
 MA1341
 MA1341;                    North         East    Units  Estimated Accuracy
 MA1341;SPC PA N     -   116,910.      425,480.      MT  (+/- 180 meters Scaled)
 MA1341
 MA1341                          SUPERSEDED SURVEY CONTROL
 MA1341
 MA1341  NGVD 29 (??/??/92)  419.378  (m)         1375.91   (f) ADJ UNCH    2 0
 MA1341
 MA1341.Superseded values are not recommended for survey control.
 MA1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1341.See file dsdata.txt to determine how the superseded data were derived.
 MA1341
 MA1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF980616(NAD 83)
 MA1341_MARKER: DD = SURVEY DISK
 MA1341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1341_SP_SET: ABUTMENT
 MA1341_STAMPING: DMM 6 1958
 MA1341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1341
 MA1341  HISTORY     - Date     Condition        Report By
 MA1341  HISTORY     - 1958     MONUMENTED       PADH
 MA1341  HISTORY     - 1958     GOOD             NGS
 MA1341
 MA1341                          STATION DESCRIPTION
 MA1341
 MA1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MA1341'2.2 MI E FROM CLINTONVILLE.
 MA1341'ABOUT 2.25 MILES EAST ALONG STATE HIGHWAY 208 FROM THE CROSSROAD
 MA1341'IN CLINTONVILLE.  ON THE HIGHEST POINT OF THE NORTHWEST CONCRETE
 MA1341'ABUTMENT OF A SMALL BRIDGE OVER CREEK, 3-INCHES NORTH OF THE
 MA1341'HEADWALL AND 18.0 FEET NORTH OF CENTER LINE OF THE HIGHWAY.  A
 MA1341'PENNSYLVANIA DEPARTMENT OF HIGHWAYS BRONZE DISK EMBED IN THE
 MA1341'CONCRETE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1346 ***********************************************************************
 MA1346  DESIGNATION -  DMM 7
 MA1346  PID         -  MA1346
 MA1346  STATE/COUNTY-  PA/VENANGO
 MA1346  USGS QUAD   -  EAU CLAIRE (1979)
 MA1346
 MA1346                         *CURRENT SURVEY CONTROL
 MA1346  ___________________________________________________________________
 MA1346* NAD 83(1986)-  41 11 58.     (N)    079 51 52.     (W)     SCALED    
 MA1346* NAVD 88     -       410.314  (meters)    1346.17   (feet)  ADJUSTED  
 MA1346  ___________________________________________________________________
 MA1346  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 MA1346  DYNAMIC HT  -         410.121 (meters)    1345.54  (feet)  COMP
 MA1346  MODELED GRAV-     980,140.5   (mgal)                       NAVD 88
 MA1346
 MA1346  VERT ORDER  -  SECOND    CLASS 0
 MA1346
 MA1346.The horizontal coordinates were scaled from a topographic map and have
 MA1346.an estimated accuracy of +/- 6 seconds.
 MA1346
 MA1346.The orthometric height was determined by differential leveling
 MA1346.and adjusted by the National Geodetic Survey in June 1991..
 MA1346
 MA1346.The geoid height was determined by GEOID03.
 MA1346
 MA1346.The dynamic height is computed by dividing the NAVD 88
 MA1346.geopotential number by the normal gravity value computed on the
 MA1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1346.degrees latitude (g = 980.6199 gals.).
 MA1346
 MA1346.The modeled gravity was interpolated from observed gravity values.
 MA1346
 MA1346;                    North         East    Units  Estimated Accuracy
 MA1346;SPC PA N     -   116,860.      422,660.      MT  (+/- 180 meters Scaled)
 MA1346
 MA1346                          SUPERSEDED SURVEY CONTROL
 MA1346
 MA1346  NGVD 29 (??/??/92)  410.466  (m)         1346.67   (f) ADJ UNCH    2 0
 MA1346
 MA1346.Superseded values are not recommended for survey control.
 MA1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1346.See file dsdata.txt to determine how the superseded data were derived.
 MA1346
 MA1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF952615(NAD 83)
 MA1346_MARKER: DD = SURVEY DISK
 MA1346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1346_SP_SET: ABUTMENT
 MA1346_STAMPING: DMM 7 1958
 MA1346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1346
 MA1346  HISTORY     - Date     Condition        Report By
 MA1346  HISTORY     - 1958     MONUMENTED       PADH
 MA1346  HISTORY     - 1958     GOOD             NGS
 MA1346
 MA1346                          STATION DESCRIPTION
 MA1346
 MA1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MA1346'0.4 MI E FROM CLINTONVILLE.
 MA1346'ABOUT 0.45 MILE EAST ALONG STATE HIGHWAY 208 FROM THE CROSSROAD
 MA1346'IN CLINTONVILLE.  ON THE HIGHEST POINT OF THE SOUTHWEST CONCRETE
 MA1346'ABUTMENT OF A BRIDGE IN FRONT OF A DAM AND RESERVOIR, 4-INCHES
 MA1346'SOUTH OF THE HEADWALL AND 18.0 FEET SOUTH OF CENTER LINE OF THE
 MA1346'HIGHWAY.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS BRONZE DISK EMBED
 MA1346'IN THE CONCRETE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1353 ***********************************************************************
 MA1353  DESIGNATION -  DMM 8
 MA1353  PID         -  MA1353
 MA1353  STATE/COUNTY-  PA/VENANGO
 MA1353  USGS QUAD   -  BARKEYVILLE (1980)
 MA1353
 MA1353                         *CURRENT SURVEY CONTROL
 MA1353  ___________________________________________________________________
 MA1353* NAD 83(1986)-  41 11 50.     (N)    079 55 40.     (W)     SCALED    
 MA1353* NAVD 88     -       407.533  (meters)    1337.05   (feet)  ADJUSTED  
 MA1353  ___________________________________________________________________
 MA1353  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 MA1353  DYNAMIC HT  -         407.342 (meters)    1336.42  (feet)  COMP
 MA1353  MODELED GRAV-     980,142.1   (mgal)                       NAVD 88
 MA1353
 MA1353  VERT ORDER  -  SECOND    CLASS 0
 MA1353
 MA1353.The horizontal coordinates were scaled from a topographic map and have
 MA1353.an estimated accuracy of +/- 6 seconds.
 MA1353
 MA1353.The orthometric height was determined by differential leveling
 MA1353.and adjusted by the National Geodetic Survey in June 1991..
 MA1353
 MA1353.The geoid height was determined by GEOID03.
 MA1353
 MA1353.The dynamic height is computed by dividing the NAVD 88
 MA1353.geopotential number by the normal gravity value computed on the
 MA1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1353.degrees latitude (g = 980.6199 gals.).
 MA1353
 MA1353.The modeled gravity was interpolated from observed gravity values.
 MA1353
 MA1353;                    North         East    Units  Estimated Accuracy
 MA1353;SPC PA N     -   116,740.      417,350.      MT  (+/- 180 meters Scaled)
 MA1353
 MA1353                          SUPERSEDED SURVEY CONTROL
 MA1353
 MA1353  NGVD 29 (??/??/92)  407.680  (m)         1337.53   (f) ADJ UNCH    2 0
 MA1353
 MA1353.Superseded values are not recommended for survey control.
 MA1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1353.See file dsdata.txt to determine how the superseded data were derived.
 MA1353
 MA1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF899612(NAD 83)
 MA1353_MARKER: DD = SURVEY DISK
 MA1353_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1353_SP_SET: ABUTMENT
 MA1353_STAMPING: DMM 8 1958
 MA1353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1353
 MA1353  HISTORY     - Date     Condition        Report By
 MA1353  HISTORY     - 1958     MONUMENTED       PADH
 MA1353  HISTORY     - 1958     GOOD             NGS
 MA1353
 MA1353                          STATION DESCRIPTION
 MA1353
 MA1353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MA1353'3 MI W FROM CLINTONVILLE.
 MA1353'ABOUT 3.0 MILES WEST ALONG STATE HIGHWAY 208 FROM THE CROSSROAD
 MA1353'IN CLINTONVILLE.  ON THE HIGHEST POINT OF THE NORTHEAST CONCRETE
 MA1353'ABUTMENT OF A BRIDGE, 4-INCHES NORTH OF THE HEADWALL AND 16.0
 MA1353'FEET NORTH OF CENTER LINE OF THE HIGHWAY.  A PENNSYLVANIA
 MA1353'DEPARTMENT OF HIGHWAYS BRONZE DISK EMBED IN THE CONCRETE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1695 ***********************************************************************
 LZ1695  DESIGNATION -  DOAN
 LZ1695  PID         -  LZ1695
 LZ1695  STATE/COUNTY-  PA/TIOGA
 LZ1695  USGS QUAD   -  KNOXVILLE (1969)
 LZ1695
 LZ1695                         *CURRENT SURVEY CONTROL
 LZ1695  ___________________________________________________________________
 LZ1695* NAD 83(1992)-  41 56 43.99279(N)    077 23 38.32291(W)     ADJUSTED  
 LZ1695* NAVD 88     -       631.     (meters)    2070.     (feet)  SCALED    
 LZ1695  ___________________________________________________________________
 LZ1695  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 LZ1695  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 LZ1695
 LZ1695  HORZ ORDER  -  FIRST
 LZ1695
 LZ1695.The horizontal coordinates were established by classical geodetic methods
 LZ1695.and adjusted by the National Geodetic Survey in June 2002..
 LZ1695
 LZ1695.The orthometric height was scaled from a topographic map.
 LZ1695
 LZ1695.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1695
 LZ1695.The geoid height was determined by GEOID03.
 LZ1695
 LZ1695;                    North         East     Units Scale Factor Converg.
 LZ1695;SPC PA N     -   197,618.209   629,521.672   MT  0.99999928   +0 14 07.9
 LZ1695;SPC PA N     -   648,352.41  2,065,355.69   sFT  0.99999928   +0 14 07.9
 LZ1695;SPC NY C     -   216,364.675   182,784.159   MT  0.99999307   -0 32 30.8
 LZ1695;SPC NY C     -   709,856.44    599,684.36   sFT  0.99999307   -0 32 30.8
 LZ1695;UTM  18      - 4,646,503.044   301,561.218   MT  1.00008457   -1 36 02.6
 LZ1695
 LZ1695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1695!SPC PA N     -   0.99990610  x   0.99999928  =   0.99990538
 LZ1695!SPC NY C     -   0.99990610  x   0.99999307  =   0.99989918
 LZ1695!UTM  18      -   0.99990610  x   1.00008457  =   0.99999067
 LZ1695
 LZ1695|---------------------------------------------------------------------|
 LZ1695| PID    Reference Object                     Distance      Geod. Az  |
 LZ1695|                                                           dddmmss.s |
 LZ1695| CJ9672 DOAN RM 1                            10.150 METERS 22540     |
 LZ1695| CJ9673 DOAN RM 2                            55.080 METERS 24027     |
 LZ1695| LZ1697 KNOX                                APPROX. 3.9 KM 3084231.8 |
 LZ1695|---------------------------------------------------------------------|
 LZ1695
 LZ1695                          SUPERSEDED SURVEY CONTROL
 LZ1695
 LZ1695  NAD 83(1996)-  41 56 43.99123(N)    077 23 38.32301(W) AD(       ) 1
 LZ1695  NAD 83(1986)-  41 56 43.99327(N)    077 23 38.31946(W) AD(       ) 1
 LZ1695  NAD 27      -  41 56 43.73374(N)    077 23 39.38092(W) AD(       ) 1
 LZ1695
 LZ1695.Superseded values are not recommended for survey control.
 LZ1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1695.See file dsdata.txt to determine how the superseded data were derived.
 LZ1695
 LZ1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM0156146503(NAD 83)
 LZ1695
 LZ1695  HISTORY     - Date     Condition        Report By
 LZ1695  HISTORY     - 1929     MONUMENTED       CGS
 LZ1695
 LZ1695                          STATION DESCRIPTION
 LZ1695
 LZ1695'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 LZ1695'STATION IS ABOUT 2-1/4 MILES SE OF KNOXVILLE, PENNSYLVANIA, ON LAND
 LZ1695'OWNED BY MR. F.J. DOAN WHO LIVES ABOUT 1/2 MILE SE OF
 LZ1695'THE STATION.  IT IS ON A LONG TIMBERED RIDGE ABOUT MIDWAY BETWEEN
 LZ1695'EITHER ENDS.
 LZ1695'
 LZ1695'THE STATION IS A STANDARD BRASS STATION MARK SET IN THE TOP OF A
 LZ1695'PLANTED STONE AND IS 4 METERS E OF A BLAZED DOUBLE OAK
 LZ1695'WITH FORK NEXT TO THE STATION SAWED OFF AND 11.6 METERS SE OF A
 LZ1695'BLAZED PINE SAPLING.
 LZ1695'
 LZ1695'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK LOCATED IN TOP OF A
 LZ1695'PROJECTING ROCK LEDGE NEAR A SHALLOW HOLE ON TOP OF RIDGE
 LZ1695'SW OF STATION.
 LZ1695'
 LZ1695'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK LOCATED IN TOP OF ROCK
 LZ1695'LEDGE ON TOP OF RIDGE W OF STATION.
 LZ1695'
 LZ1695'HEIGHT OF SIGNAL ABOVE STATION MARK 25 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU4500 ***********************************************************************
 JU4500  DESIGNATION -  DOBBINS
 JU4500  PID         -  JU4500
 JU4500  STATE/COUNTY-  PA/PHILADELPHIA
 JU4500  USGS QUAD   -  PHILADELPHIA (1994)
 JU4500
 JU4500                         *CURRENT SURVEY CONTROL
 JU4500  ___________________________________________________________________
 JU4500* NAD 83(1996)-  39 59 35.38726(N)    075 10 02.21439(W)     ADJUSTED  
 JU4500* NAVD 88     -        31.1    (meters)     102.     (feet)  GPS OBS   
 JU4500  ___________________________________________________________________
 JU4500  X           -   1,252,646.980 (meters)                     COMP
 JU4500  Y           -  -4,730,139.951 (meters)                     COMP
 JU4500  Z           -   4,077,402.814 (meters)                     COMP
 JU4500  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 JU4500  ELLIP HEIGHT-          -1.87  (meters)          (08/10/01) GPS OBS
 JU4500  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 JU4500
 JU4500  HORZ ORDER  -  FIRST
 JU4500  ELLP ORDER  -  FOURTH    CLASS II
 JU4500
 JU4500.The horizontal coordinates were established by GPS observations
 JU4500.and adjusted by the National Geodetic Survey in May 1999..
 JU4500
 JU4500.The orthometric height was determined by GPS observations and a
 JU4500.high-resolution geoid model.
 JU4500
 JU4500.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4500
 JU4500.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4500
 JU4500.The ellipsoidal height was determined by GPS observations
 JU4500.and is referenced to NAD 83.
 JU4500
 JU4500.The geoid height was determined by GEOID03.
 JU4500
 JU4500;                    North         East     Units Scale Factor Converg.
 JU4500;SPC PA S     -    76,489.089   820,536.879   MT  0.99999118   +1 40 32.3
 JU4500;SPC PA S     -   250,947.95  2,692,044.74   sFT  0.99999118   +1 40 32.3
 JU4500;SPC NJ       -   128,968.615    93,018.025   MT  0.99993996   -0 25 43.9
 JU4500;SPC NJ       -   423,124.53    305,176.64   sFT  0.99993996   -0 25 43.9
 JU4500;UTM  18      - 4,427,011.791   485,719.450   MT  0.99960251   -0 06 27.0
 JU4500
 JU4500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4500!SPC PA S     -   1.00000029  x   0.99999118  =   0.99999147
 JU4500!SPC NJ       -   1.00000029  x   0.99993996  =   0.99994025
 JU4500!UTM  18      -   1.00000029  x   0.99960251  =   0.99960280
 JU4500
 JU4500                          SUPERSEDED SURVEY CONTROL
 JU4500
 JU4500  NAD 83(1992)-  39 59 35.38680(N)    075 10 02.21460(W) AD(       ) 1
 JU4500  ELLIP H (06/28/94)   -1.92   (m)                       GP(       ) 4 1
 JU4500
 JU4500.Superseded values are not recommended for survey control.
 JU4500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4500.See file dsdata.txt to determine how the superseded data were derived.
 JU4500
 JU4500_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8571927012(NAD 83)
 JU4500_MARKER: DD = SURVEY DISK
 JU4500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4500_SP_SET: CONCRETE POST
 JU4500_STAMPING: DOBBINS 1993
 JU4500_MARK LOGO: PA6540
 JU4500_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JU4500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4500+STABILITY: SURFACE MOTION
 JU4500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4500+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JU4500
 JU4500  HISTORY     - Date     Condition        Report By
 JU4500  HISTORY     - 1993     MONUMENTED       PA6540
 JU4500
 JU4500                          STATION DESCRIPTION
 JU4500
 JU4500'DESCRIBED BY CITY OF PHILADELPHIA PENNSYLVANIA 1993
 JU4500'THE STATION IS LOCATED IN THE 16TH WARD OF THE CITY OF
 JU4500'PHILADELPHIA,AND IS 2.05 FT (0.62 M) NORTHWEST OF THE NORTHWEST CURB
 JU4500'LINE OF SEDGLEY AVENUE AND 254.22 FT (77.49 M) NORTHEAST OF THE PC ON
 JU4500'THE NORTHWEST CURB OF SEDGLEY STREET NEAR THE NORTH EAST SIDE OF 22ND
 JU4500'STREET. THE MARK IS 0.3 FT (0.1 M) BELOW THE SURFACE OF THE CONCRETE
 JU4500'SIDEWALK, COVERED BY A CIRCULAR ALUMINUM BOX COVER. THE MARK IS A
 JU4500'CITY OF PHILADELPHIA HORIZONTAL CONTROL NETWORK BRASS DISC STAMPED
 JU4500'DOBBINS 1993.
 JU4500'TO REACH THE STATION FROM CENTER CITY PHILADELPHIA TAKE NORTH BROAD
 JU4500'STREET NORTH FROM CITY HALL FOR 2.7 MI (4.3 KM) TO HUNTINGDON AVENUE.
 JU4500'TURN LEFT ONTO HUNTINGDON AVENUE AND GO 0.2 MI (0.3 KM) TO 16TH
 JU4500'STREET. TURN RIGHT ONTO 16TH STREET AND GO 1 BLOCK TO LEHIGH AVENUE.
 JU4500'TURN LEFT ONTO LEHIGH AVENUE AND GO 0.3 MI (0.5 KM) TO SEDGLEY
 JU4500'AVENUE. TURN LEFT ONTO SEDGLEY AVENUE AND GO 0.3 MI (0.5 KM) TO 22ND
 JU4500'STREET.
 JU4500'TO REACH FROM I-76, TAKE I-76 TO THE ROOSEVELT EXPRESSWAY (US ROUTE 1)
 JU4500'NORTH, AND GO NORTH ON US ROUTE 1 FOR 2.6 MI (4.2 KM) TO THE BROAD
 JU4500'STREET EXIT. THE RAMP WILL PUT YOU ON SAINT LUKES STREET. FOLLOW
 JU4500'SAINT LUKES STREET FOR 0.2 MI (0.3 KM) TO BROAD STREET. TURN RIGHT
 JU4500'ONTO BROAD STREET AND GO 1.8 MI (2.9 KM) TO LEHIGH AVENUE. TURN RIGHT
 JU4500'ONTO LEHIGH AVENUE AND GO 0.4 MI (0.6 KM) TO SEDGLEY AVENUE. TURN
 JU4500'LEFT ONTO SEDGLEY AVENUE AND GO 0.3 MI (0.5 KM) TO 22ND STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0178 ***********************************************************************
 KW0178  DESIGNATION -  DOBLER
 KW0178  PID         -  KW0178
 KW0178  STATE/COUNTY-  PA/BERKS
 KW0178  USGS QUAD   -  FRIEDENSBURG (1976)
 KW0178
 KW0178                         *CURRENT SURVEY CONTROL
 KW0178  ___________________________________________________________________
 KW0178* NAD 83(1992)-  40 30 34.11559(N)    076 08 17.07765(W)     ADJUSTED  
 KW0178* NAVD 88     -       195.953  (meters)     642.89   (feet)  ADJUSTED  
 KW0178  ___________________________________________________________________
 KW0178  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 KW0178  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 KW0178  DYNAMIC HT  -         195.852 (meters)     642.56  (feet)  COMP
 KW0178  MODELED GRAV-     980,105.6   (mgal)                       NAVD 88
 KW0178
 KW0178  HORZ ORDER  -  SECOND
 KW0178  VERT ORDER  -  SECOND    CLASS 0
 KW0178
 KW0178.The horizontal coordinates were established by classical geodetic methods
 KW0178.and adjusted by the National Geodetic Survey in June 2002..
 KW0178
 KW0178.The orthometric height was determined by differential leveling
 KW0178.and adjusted by the National Geodetic Survey in June 1991..
 KW0178
 KW0178.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW0178
 KW0178.The geoid height was determined by GEOID03.
 KW0178
 KW0178.The dynamic height is computed by dividing the NAVD 88
 KW0178.geopotential number by the normal gravity value computed on the
 KW0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0178.degrees latitude (g = 980.6199 gals.).
 KW0178
 KW0178.The modeled gravity was interpolated from observed gravity values.
 KW0178
 KW0178;                    North         East     Units Scale Factor Converg.
 KW0178;SPC PA S     -   131,840.134   736,606.821   MT  0.99996002   +1 02 44.9
 KW0178;SPC PA S     -   432,545.51  2,416,684.21   sFT  0.99996002   +1 02 44.9
 KW0178;UTM  18      - 4,484,928.715   403,578.903   MT  0.99971444   -0 44 21.6
 KW0178
 KW0178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW0178!SPC PA S     -   0.99997469  x   0.99996002  =   0.99993471
 KW0178!UTM  18      -   0.99997469  x   0.99971444  =   0.99968913
 KW0178
 KW0178|---------------------------------------------------------------------|
 KW0178| PID    Reference Object                     Distance      Geod. Az  |
 KW0178|                                                           dddmmss.s |
 KW0178| KW0179 DOBLER RM 1                          14.953 METERS 07110     |
 KW0178| KW2708 UPER RESET                          APPROX. 2.9 KM 0724513.3 |
 KW0178| KW3019 STRAUSSTOWN MUNICIPAL TANK          APPROX. 4.3 KM 2405422.7 |
 KW0178| KW0177 DOBLER RM 2                          13.734 METERS 25033     |
 KW0178|---------------------------------------------------------------------|
 KW0178
 KW0178                          SUPERSEDED SURVEY CONTROL
 KW0178
 KW0178  NAD 83(1986)-  40 30 34.10891(N)    076 08 17.08345(W) AD(       ) 2
 KW0178  NAD 27      -  40 30 33.77280(N)    076 08 18.28580(W) AD(       ) 2
 KW0178  NGVD 29 (??/??/??)  196.155  (m)          643.55   (f) ADJUSTED    2 0
 KW0178
 KW0178.Superseded values are not recommended for survey control.
 KW0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0178.See file dsdata.txt to determine how the superseded data were derived.
 KW0178
 KW0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK0357984929(NAD 83)
 KW0178_MARKER: DS = TRIANGULATION STATION DISK
 KW0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0178_STAMPING: DOBLER 1960
 KW0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0178+STABILITY: SURFACE MOTION
 KW0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0178+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2005
 KW0178
 KW0178  HISTORY     - Date     Condition        Report By
 KW0178  HISTORY     - 1960     MONUMENTED       CGS
 KW0178  HISTORY     - 1960     GOOD             CGS
 KW0178  HISTORY     - 19941119 MARK NOT FOUND   USPSQD
 KW0178  HISTORY     - 20050208 GOOD             INDIV
 KW0178
 KW0178                          STATION DESCRIPTION
 KW0178
 KW0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW0178'THE STATION IS LOCATED ON A HIGH CUT BANK ABOUT 20 FEET HIGHER THAN
 KW0178'THE HIGHWAY ABOUT 1-1/2 MILES WEST OF SHARTLESVILLE, 2
 KW0178'3/4 MILES NORTHEAST OF STRAUSSTOWN, 5 MILES NORTH-NORTHWEST OF
 KW0178'BERNVILLE AND ON PROPERTY OWNED BY MR. WILLIAM DOBLER.
 KW0178'
 KW0178'TO REACH THE STATION FROM THE TRAFFIC INTERCHANGE AT SHARTLESVILLE,
 KW0178'GO WEST ON U.S. HIGHWAY 22 FOR 1.45 MILES TO A HIGH CUT BANK ON
 KW0178'THE LEFT AND THE STATION AS DESCRIBED.
 KW0178'
 KW0178'THE STATION MARK, A STANDARD DISK STAMPED DOBLER 1960, CEMENTED IN
 KW0178'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KW0178'SURFACE OF THE GROUND.  IT IS 88.0 FEET (SLOPE DISTANCE) SOUTH OF THE
 KW0178'CENTER LINE OF THE EAST LANE OF U.S.  HIGHWAY 22, 295.0 FEET EAST
 KW0178'OF A POWERLINE POLE NUMBER ME-W639 AND 346.0 FEET EAST OF THE CENTER
 KW0178'LINE OF A GRAVELED ROAD.
 KW0178'
 KW0178'REFERENCE MARK 1, A STANDARD DISK STAMPED DOBLER NO 1 1960, CEMENTED
 KW0178'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KW0178'GROUND SURFACE.  IT IS 87.8 FEET (SLOPE DISTANCE) SOUTH OF THE CENTER
 KW0178'LINE OF THE EAST LANE OF THE HIGHWAY, 345.0 FEET EAST OF A
 KW0178'POWERLINE POLE, 396.0 FEET EAST OF THE CENTER LINE OF THE GRAVELED
 KW0178'ROAD AND IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 KW0178'
 KW0178'REFERENCE MARK 2, A STANDARD DISK STAMPED DOBLER NO 2 1960, CEMENTED
 KW0178'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KW0178'GROUND SURFACE.  IT IS 87.0 FEET (SLOPE DISTANCE) SOUTH OF THE CENTER
 KW0178'LINE OF THE EAST LANE OF THE HIGHWAY, 250.0 FEET EAST OF THE
 KW0178'POWERLINE POLE, 301.0 FEET EAST OF THE CENTER LINE OF THE GRAVELED
 KW0178'ROAD AND IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 KW0178'
 KW0178'HEIGHT OF LIGHT ABOVE STATION MARK 2.30 METERS.
 KW0178
 KW0178                          STATION RECOVERY (1960)
 KW0178
 KW0178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KW0178'1.4 MI W FROM SHARTLESVILLE.
 KW0178'ABOUT 1.4 MILES WEST ALONG U.S. HIGHWAY 22 FROM THE LARGE
 KW0178'OVERHEAD BRIDGE AT THE SHARTLESVILLE INTERCHANGE, ON THE TOP OF
 KW0178'A 30-FOOT HIGH CUT BANK, 88 FEET SOUTH OF THE CENTER LINE OF THE
 KW0178'EASTBOUND LANE OF U.S. HIGHWAY 22, 295 FEET EAST OF POWER LINE
 KW0178'POLE NO. ME-W-639, 346 FEET EAST OF THE CENTER LINE OF A GRAVEL
 KW0178'ROAD, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 KW0178'AND ABOUT 30 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 KW0178
 KW0178                          STATION RECOVERY (1994)
 KW0178
 KW0178'RECOVERY NOTE BY US POWER SQUADRON 1994
 KW0178'MARK NOT FOUND.
 KW0178
 KW0178                          STATION RECOVERY (2005)
 KW0178
 KW0178'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DRH)
 KW0178'POINT IS 1 FOOT NORTHWARD FROM A TRIPLE CHERRY TREE MARKED ON FEBRUARY
 KW0178'8, 2005 WITH THREE (3) VERTICAL BLAZES FACING MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0179 ***********************************************************************
 KW0179  DESIGNATION -  DOBLER RM 1
 KW0179  PID         -  KW0179
 KW0179  STATE/COUNTY-  PA/BERKS
 KW0179  USGS QUAD   -  FRIEDENSBURG (1976)
 KW0179
 KW0179                         *CURRENT SURVEY CONTROL
 KW0179  ___________________________________________________________________
 KW0179* NAD 83(1986)-  40 30 33.     (N)    076 08 17.     (W)     SCALED    
 KW0179* NAVD 88     -       195.780  (meters)     642.32   (feet)  ADJUSTED  
 KW0179  ___________________________________________________________________
 KW0179  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 KW0179  DYNAMIC HT  -         195.679 (meters)     641.99  (feet)  COMP
 KW0179  MODELED GRAV-     980,105.6   (mgal)                       NAVD 88
 KW0179
 KW0179  VERT ORDER  -  SECOND    CLASS 0
 KW0179
 KW0179.The horizontal coordinates were scaled from a topographic map and have
 KW0179.an estimated accuracy of +/- 6 seconds.
 KW0179
 KW0179.The orthometric height was determined by differential leveling
 KW0179.and adjusted by the National Geodetic Survey in June 1991..
 KW0179
 KW0179.The geoid height was determined by GEOID03.
 KW0179
 KW0179.The dynamic height is computed by dividing the NAVD 88
 KW0179.geopotential number by the normal gravity value computed on the
 KW0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0179.degrees latitude (g = 980.6199 gals.).
 KW0179
 KW0179.The modeled gravity was interpolated from observed gravity values.
 KW0179
 KW0179;                    North         East    Units  Estimated Accuracy
 KW0179;SPC PA S     -   131,810.      736,610.      MT  (+/- 180 meters Scaled)
 KW0179
 KW0179                          SUPERSEDED SURVEY CONTROL
 KW0179
 KW0179  NGVD 29 (??/??/??)  195.981  (m)          642.98   (f) ADJUSTED    2 0
 KW0179
 KW0179.Superseded values are not recommended for survey control.
 KW0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0179.See file dsdata.txt to determine how the superseded data were derived.
 KW0179
 KW0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK035848(NAD 83)
 KW0179_MARKER: DR = REFERENCE MARK DISK
 KW0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0179_STAMPING: DOBLER NO 1 1960
 KW0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0179+STABILITY: SURFACE MOTION
 KW0179
 KW0179  HISTORY     - Date     Condition        Report By
 KW0179  HISTORY     - 1960     MONUMENTED       CGS
 KW0179  HISTORY     - 19941119 MARK NOT FOUND   USPSQD
 KW0179
 KW0179                          STATION DESCRIPTION
 KW0179
 KW0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0179'1.4 MI W FROM SHARTLESVILLE.
 KW0179'ABOUT 1.4 MILES WEST ALONG U.S. HIGHWAY 22 FROM THE LARGE
 KW0179'OVERHEAD BRIDGE AT THE SHARTLESVILLE INTERCHANGE, ON THE TOP OF
 KW0179'A 30-FOOT HIGH CUT BANK, 49.1 FEET NORTHEAST OF THE STATION, 87.8
 KW0179'FEET SOUTH OF THE CENTER LINE OF THE EAST BOUND LANE, SET IN THE
 KW0179'TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 30 FEET
 KW0179'ABOVE THE LEVEL OF THE HIGHWAY.
 KW0179
 KW0179                          STATION RECOVERY (1994)
 KW0179
 KW0179'RECOVERY NOTE BY US POWER SQUADRON 1994
 KW0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0177 ***********************************************************************
 KW0177  DESIGNATION -  DOBLER RM 2
 KW0177  PID         -  KW0177
 KW0177  STATE/COUNTY-  PA/BERKS
 KW0177  USGS QUAD   -  FRIEDENSBURG (1976)
 KW0177
 KW0177                         *CURRENT SURVEY CONTROL
 KW0177  ___________________________________________________________________
 KW0177* NAD 83(1986)-  40 30 33.     (N)    076 08 17.     (W)     SCALED    
 KW0177* NAVD 88     -       195.598  (meters)     641.72   (feet)  ADJUSTED  
 KW0177  ___________________________________________________________________
 KW0177  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 KW0177  DYNAMIC HT  -         195.497 (meters)     641.39  (feet)  COMP
 KW0177  MODELED GRAV-     980,105.6   (mgal)                       NAVD 88
 KW0177
 KW0177  VERT ORDER  -  SECOND    CLASS 0
 KW0177
 KW0177.The horizontal coordinates were scaled from a topographic map and have
 KW0177.an estimated accuracy of +/- 6 seconds.
 KW0177
 KW0177.The orthometric height was determined by differential leveling
 KW0177.and adjusted by the National Geodetic Survey in June 1991..
 KW0177
 KW0177.The geoid height was determined by GEOID03.
 KW0177
 KW0177.The dynamic height is computed by dividing the NAVD 88
 KW0177.geopotential number by the normal gravity value computed on the
 KW0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0177.degrees latitude (g = 980.6199 gals.).
 KW0177
 KW0177.The modeled gravity was interpolated from observed gravity values.
 KW0177
 KW0177;                    North         East    Units  Estimated Accuracy
 KW0177;SPC PA S     -   131,810.      736,610.      MT  (+/- 180 meters Scaled)
 KW0177
 KW0177                          SUPERSEDED SURVEY CONTROL
 KW0177
 KW0177  NGVD 29 (??/??/??)  195.800  (m)          642.39   (f) ADJUSTED    2 0
 KW0177
 KW0177.Superseded values are not recommended for survey control.
 KW0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0177.See file dsdata.txt to determine how the superseded data were derived.
 KW0177
 KW0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK035848(NAD 83)
 KW0177_MARKER: DR = REFERENCE MARK DISK
 KW0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0177_STAMPING: DOBLER NO 2 1960
 KW0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0177+STABILITY: SURFACE MOTION
 KW0177
 KW0177  HISTORY     - Date     Condition        Report By
 KW0177  HISTORY     - 1960     MONUMENTED       CGS
 KW0177  HISTORY     - 19941119 MARK NOT FOUND   USPSQD
 KW0177
 KW0177                          STATION DESCRIPTION
 KW0177
 KW0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0177'1.4 MI W FROM SHARTLESVILLE.
 KW0177'ABOUT 1.4 MILES WEST ALONG U.S. HIGHWAY 22 FROM THE LARGE
 KW0177'OVERHEAD BRIDGE AT THE SHARTLESVILLE INTERCHANGE, ON THE TOP OF A
 KW0177'30-FOOT CUT BANK, 45.1 FEET SOUTHWEST OF THE STATION, 87 FEET
 KW0177'SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A
 KW0177'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 30 FEET ABOVE THE
 KW0177'LEVEL OF THE HIGHWAY.
 KW0177
 KW0177                          STATION RECOVERY (1994)
 KW0177
 KW0177'RECOVERY NOTE BY US POWER SQUADRON 1994
 KW0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3120 ***********************************************************************
 JU3120  DESIGNATION -  DOCK
 JU3120  PID         -  JU3120
 JU3120  STATE/COUNTY-  PA/PHILADELPHIA
 JU3120  USGS QUAD   -  PHILADELPHIA (1994)
 JU3120
 JU3120                         *CURRENT SURVEY CONTROL
 JU3120  ___________________________________________________________________
 JU3120* NAD 83(1992)-  39 56 38.79201(N)    075 08 23.43752(W)     ADJUSTED  
 JU3120* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU3120  ___________________________________________________________________
 JU3120  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 JU3120  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU3120
 JU3120  HORZ ORDER  -  THIRD
 JU3120
 JU3120.The horizontal coordinates were established by classical geodetic methods
 JU3120.and adjusted by the National Geodetic Survey in June 2002..
 JU3120
 JU3120.The orthometric height was scaled from a topographic map.
 JU3120
 JU3120.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3120
 JU3120.The geoid height was determined by GEOID03.
 JU3120
 JU3120;                    North         East     Units Scale Factor Converg.
 JU3120;SPC PA S     -    71,113.691   823,040.078   MT  0.99999833   +1 41 36.4
 JU3120;SPC PA S     -   233,312.17  2,700,257.32   sFT  0.99999833   +1 41 36.4
 JU3120;SPC NJ       -   123,505.232    95,322.019   MT  0.99993679   -0 24 38.9
 JU3120;SPC NJ       -   405,200.08    312,735.66   sFT  0.99993679   -0 24 38.9
 JU3120;UTM  18      - 4,421,563.243   488,053.250   MT  0.99960176   -0 05 23.2
 JU3120
 JU3120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3120!SPC PA S     -   1.00000490  x   0.99999833  =   1.00000323
 JU3120!SPC NJ       -   1.00000490  x   0.99993679  =   0.99994169
 JU3120!UTM  18      -   1.00000490  x   0.99960176  =   0.99960666
 JU3120
 JU3120:                Primary Azimuth Mark                     Grid Az
 JU3120:SPC PA S     -  CAMDEN RCA VICTOR BLDG FLAG              071 26 35.6
 JU3120:SPC NJ       -  CAMDEN RCA VICTOR BLDG FLAG              073 32 50.9
 JU3120:UTM  18      -  CAMDEN RCA VICTOR BLDG FLAG              073 13 35.2
 JU3120
 JU3120|---------------------------------------------------------------------|
 JU3120| PID    Reference Object                     Distance      Geod. Az  |
 JU3120|                                                           dddmmss.s |
 JU3120| JU3196 CAMDEN RCA VICTOR BLDG FLAG         APPROX. 1.1 KM 0730812.0 |
 JU3120| JU3193 CAMDEN VAN SCIVER BLD CUPOLA        APPROX. 1.0 KM 0853041.7 |
 JU3120| JU3056 CAMDEN CITY HALL                    APPROX. 2.1 KM 1002304.6 |
 JU3120| JU3209 CAMDEN COKE CO CHIMNEY              APPROX. 1.5 KM 1494506.8 |
 JU3120| CB1427 DOCK RM 1                             5.748 METERS 18855     |
 JU3120| CB1428 DOCK RM 2                             4.400 METERS 31834     |
 JU3120|---------------------------------------------------------------------|
 JU3120
 JU3120                          SUPERSEDED SURVEY CONTROL
 JU3120
 JU3120  NAD 83(1996)-  39 56 38.79201(N)    075 08 23.43752(W) AD(       ) 3
 JU3120  NAD 83(1991)-  39 56 38.79181(N)    075 08 23.43912(W) AD(       ) 3
 JU3120  NAD 83(1986)-  39 56 38.78843(N)    075 08 23.44220(W) AD(       ) 3
 JU3120  NAD 27      -  39 56 38.38700(N)    075 08 24.80400(W) AD(       ) 3
 JU3120
 JU3120.Superseded values are not recommended for survey control.
 JU3120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3120.See file dsdata.txt to determine how the superseded data were derived.
 JU3120
 JU3120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8805321563(NAD 83)
 JU3120_MARKER: DS = TRIANGULATION STATION DISK
 JU3120_SETTING: 0 = UNSPECIFIED SETTING
 JU3120
 JU3120  HISTORY     - Date     Condition        Report By
 JU3120  HISTORY     - 1925     MONUMENTED       USE
 JU3120  HISTORY     - 1935     GOOD             CGS
 JU3120  HISTORY     - 1946     GOOD             CGS
 JU3120
 JU3120                          STATION DESCRIPTION
 JU3120
 JU3120'DESCRIBED BY US ENGINEERS 1925 (LDG)
 JU3120'LOCATED ON DOCK OPERATED BY CUNARD STEAMSHIP COMPANY (MUNICIPAL PIER
 JU3120'NO. 16 S) BETWEEN SPRUCE AND DOCK STREETS, PHILADELPHIA.
 JU3120'STATION MARK IS A STANDARD U.S.E.D. MARK CEMENTED IN DRILLED HOLE IN
 JU3120'CONCRETE DOCK.  REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN
 JU3120'DRILLED HOLES IN CONCRETE DOCK.  STATION IS 6 FEET FROM CENTER OF
 JU3120'UPPER MOORING POST, 2.7 FEET FROM OUTER FACE OF BULKHEAD AND 31.2
 JU3120'FEET FROM CENTER OF SECOND MOORING POST DOWNSTREAM.
 JU3120'
 JU3120'THIS IS A TRIANGULATION STATION OF THE U.S. ENGINEERS.
 JU3120
 JU3120                          STATION RECOVERY (1935)
 JU3120
 JU3120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 JU3120'STATION CENTER RECOVERED ACCORDING TO DESCRIPTION.  NO FUTHER
 JU3120'EXAMINATIONS MADE.
 JU3120
 JU3120                          STATION RECOVERY (1946)
 JU3120
 JU3120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3120'STATION RECOVERED AS DESCRIBED.  ORIGINAL DESCRIPTION ADEQUATE
 JU3120'EXCEPT- CHANGE-
 JU3120'FROM OPERATED BY CUNARD STEAMSHIP COMPANY
 JU3120'TO- OPERATED BY FLOMARCY
 JU3120'CO., INC.
 JU3120'CHANGE- FROM RM NO. 2 - 4.40 METERS
 JU3120'TO RM NO. 2 - 4.04 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1391 ***********************************************************************
 MA1391  DESIGNATION -  DODD
 MA1391  PID         -  MA1391
 MA1391  STATE/COUNTY-  PA/VENANGO
 MA1391  USGS QUAD   -  KOSSUTH (1972)
 MA1391
 MA1391                         *CURRENT SURVEY CONTROL
 MA1391  ___________________________________________________________________
 MA1391* NAD 83(1992)-  41 17 45.35175(N)    079 36 30.58851(W)     ADJUSTED  
 MA1391* NAVD 88     -       475.293  (meters)    1559.36   (feet)  ADJUSTED  
 MA1391  ___________________________________________________________________
 MA1391  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 MA1391  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 MA1391  DYNAMIC HT  -         475.073 (meters)    1558.64  (feet)  COMP
 MA1391  MODELED GRAV-     980,145.6   (mgal)                       NAVD 88
 MA1391
 MA1391  HORZ ORDER  -  SECOND
 MA1391  VERT ORDER  -  SECOND    CLASS 0
 MA1391
 MA1391.The horizontal coordinates were established by classical geodetic methods
 MA1391.and adjusted by the National Geodetic Survey in June 2002..
 MA1391
 MA1391.The orthometric height was determined by differential leveling
 MA1391.and adjusted by the National Geodetic Survey in June 1991..
 MA1391
 MA1391.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1391
 MA1391.The geoid height was determined by GEOID03.
 MA1391
 MA1391.The dynamic height is computed by dividing the NAVD 88
 MA1391.geopotential number by the normal gravity value computed on the
 MA1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1391.degrees latitude (g = 980.6199 gals.).
 MA1391
 MA1391.The modeled gravity was interpolated from observed gravity values.
 MA1391
 MA1391;                    North         East     Units Scale Factor Converg.
 MA1391;SPC PA N     -   127,078.885   444,354.804   MT  0.99995908   -1 13 46.1
 MA1391;SPC PA N     -   416,924.64  1,457,854.05   sFT  0.99995908   -1 13 46.1
 MA1391;UTM  17      - 4,572,542.806   616,504.057   MT  0.99976704   +0 55 06.3
 MA1391
 MA1391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1391!SPC PA N     -   0.99993065  x   0.99995908  =   0.99988974
 MA1391!UTM  17      -   0.99993065  x   0.99976704  =   0.99969771
 MA1391
 MA1391|---------------------------------------------------------------------|
 MA1391| PID    Reference Object                     Distance      Geod. Az  |
 MA1391|                                                           dddmmss.s |
 MA1391| MA1392 DODD RM 1                            28.567 METERS 00243     |
 MA1391| MA1390 DODD RM 2                            38.121 METERS 07006     |
 MA1391| CX4413 DODD AZ MK                                         1034951.4 |
 MA1391|---------------------------------------------------------------------|
 MA1391
 MA1391                          SUPERSEDED SURVEY CONTROL
 MA1391
 MA1391  NAD 83(1986)-  41 17 45.35490(N)    079 36 30.58946(W) AD(       ) 2
 MA1391  NAD 27      -  41 17 45.13417(N)    079 36 31.41996(W) AD(       ) 2
 MA1391  NGVD 29 (??/??/92)  475.453  (m)         1559.88   (f) ADJ UNCH    2 0
 MA1391
 MA1391.Superseded values are not recommended for survey control.
 MA1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1391.See file dsdata.txt to determine how the superseded data were derived.
 MA1391
 MA1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF1650472543(NAD 83)
 MA1391_MARKER: DE = TRAVERSE STATION DISK
 MA1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1391_STAMPING: DODD 1967
 MA1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1391+STABILITY: SURFACE MOTION
 MA1391
 MA1391  HISTORY     - Date     Condition        Report By
 MA1391  HISTORY     - 1967     MONUMENTED       CGS
 MA1391  HISTORY     - 1967     GOOD             CGS
 MA1391  HISTORY     - 20000105 GOOD             PADT
 MA1391
 MA1391                          STATION DESCRIPTION
 MA1391
 MA1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MA1391'THE STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHEAST OF EMLENTON,
 MA1391'6.5 MILES EAST-SOUTHEAST OF CRANBERRY AND 2 MILES WEST-NORTHWEST
 MA1391'OF KOSSUTH.  THE PROPERTY IS OWNED BY MRS. M. DODD.
 MA1391'
 MA1391'TO REACH THE STATION FROM THE POST OFFICE IN KOSSUTH, GO WEST ON U.S.
 MA1391'HIGHWAY 322 FOR 1.6 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 MA1391'WEST ON U.S. HIGHWAY 322 FOR 0.35 MILE TO THE STATION ON THE LEFT.
 MA1391'
 MA1391'THE STATION MARK IS 129 FEET SOUTHWEST OF THE CENTERLINE OF U.S.
 MA1391'HIGHWAY 322, 122 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF MRS. DODDS
 MA1391'HOME AND 27 FEET NORTHEAST OF AN APPLE TREE.  THE MARK IS A STANDARD
 MA1391'DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 1-INCH
 MA1391'AND IS STAMPED DODD 1967.
 MA1391'
 MA1391'REFERENCE MARK NO. 1 IS 43 FEET SOUTHWEST OF THE CENTERLINE OF U.S.
 MA1391'HIGHWAY 322, 1.5 FEET WEST OF A METAL WITNESS POST AND 1.4 FEET
 MA1391'SOUTHEAST OF A POWERLINE POLE.  THE MARK IS A STANDARD DISK SET IN
 MA1391'THE TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES AND IS
 MA1391'STAMPED DODD NO 1 1967.
 MA1391'
 MA1391'REFERENCE MARK NO. 2 IS 39 FEET SOUTHWEST OF THE CENTERLINE OF U.S.
 MA1391'HIGHWAY 322 AND 17 FEET SOUTHWEST OF TELEPHONE POLE NO. 192.  THE
 MA1391'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 MA1391'PROJECTING 2 INCHES AND IS STAMPED DODD NO 2 1967.
 MA1391'
 MA1391'THE AZIMUTH MARK IS 33 FEET WEST OF A POWERLINE POLE, 25 FEET SOUTH
 MA1391'OF THE CENTERLINE OF U.S. HIGHWAY 322 AND 2.9 FEET NORTHEAST OF A
 MA1391'METAL WITNESS POST.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A
 MA1391'SQUARE CONCRETE POST PROJECTING 4 INCHES AND IS STAMPED DODD 1967.
 MA1391'
 MA1391'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
 MA1391
 MA1391                          STATION RECOVERY (1967)
 MA1391
 MA1391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 MA1391'7 MI SE FROM CRANBERRY.
 MA1391'ABOUT 7.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 322 FROM THE POST
 MA1391'OFFICE IN CRANBERRY, 129 FEET SOUTHWEST OF THE CENTERLINE OF
 MA1391'HIGHWAY, 93.72 FEET SOUTH OF RM 1, 125.07 FEET WEST OF RM 2, 122
 MA1391'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF MR. DODDS HOUSE, 27
 MA1391'FEET NORTHEAST OF A APPLE TREE, SET IN THE TOP OF A CONCRETE
 MA1391'POST PROJECTING 1-INCH AND IS ABOUT LEVEL WITH THE HIGHWAY.
 MA1391
 MA1391                          STATION RECOVERY (2000)
 MA1391
 MA1391'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (ADR)
 MA1391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1389 ***********************************************************************
 MA1389  DESIGNATION -  DODD AZ MK
 MA1389  PID         -  MA1389
 MA1389  STATE/COUNTY-  PA/CLARION
 MA1389  USGS QUAD   -  KOSSUTH (1972)
 MA1389
 MA1389                         *CURRENT SURVEY CONTROL
 MA1389  ___________________________________________________________________
 MA1389* NAD 83(1986)-  41 17 40.     (N)    079 36 04.     (W)     SCALED    
 MA1389* NAVD 88     -       472.820  (meters)    1551.24   (feet)  ADJUSTED  
 MA1389  ___________________________________________________________________
 MA1389  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 MA1389  DYNAMIC HT  -         472.601 (meters)    1550.53  (feet)  COMP
 MA1389  MODELED GRAV-     980,145.5   (mgal)                       NAVD 88
 MA1389
 MA1389  VERT ORDER  -  SECOND    CLASS 0
 MA1389
 MA1389.The horizontal coordinates were scaled from a topographic map and have
 MA1389.an estimated accuracy of +/- 6 seconds.
 MA1389
 MA1389.The orthometric height was determined by differential leveling
 MA1389.and adjusted by the National Geodetic Survey in June 1991..
 MA1389
 MA1389.The geoid height was determined by GEOID03.
 MA1389
 MA1389.The dynamic height is computed by dividing the NAVD 88
 MA1389.geopotential number by the normal gravity value computed on the
 MA1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1389.degrees latitude (g = 980.6199 gals.).
 MA1389
 MA1389.The modeled gravity was interpolated from observed gravity values.
 MA1389
 MA1389;                    North         East    Units  Estimated Accuracy
 MA1389;SPC PA N     -   126,900.      444,970.      MT  (+/- 180 meters Scaled)
 MA1389
 MA1389                          SUPERSEDED SURVEY CONTROL
 MA1389
 MA1389  NGVD 29 (??/??/92)  472.980  (m)         1551.77   (f) ADJ UNCH    2 0
 MA1389
 MA1389.Superseded values are not recommended for survey control.
 MA1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1389.See file dsdata.txt to determine how the superseded data were derived.
 MA1389
 MA1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF171723(NAD 83)
 MA1389_MARKER: DZ = AZIMUTH MARK DISK
 MA1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1389_STAMPING: DODD 1967
 MA1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1389+STABILITY: SURFACE MOTION
 MA1389
 MA1389  HISTORY     - Date     Condition        Report By
 MA1389  HISTORY     - 1967     MONUMENTED       CGS
 MA1389
 MA1389                          STATION DESCRIPTION
 MA1389
 MA1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MA1389'7.4 MI SE FROM CRANBERRY.
 MA1389'ABOUT 7.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 322 FROM THE POST
 MA1389'OFFICE IN CRANBERRY, ABOUT 7.9 MILES NORTHWEST OF SHIPPENVILLE,
 MA1389'33 FEET WEST OF A POWER LINE POLE, 25 FEET SOUTH OF THE
 MA1389'CENTERLINE OF HIGHWAY, 2.9 FEET NORTHEAST OF A METAL WITNESS
 MA1389'SIGN, SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES AND
 MA1389'IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1392 ***********************************************************************
 MA1392  DESIGNATION -  DODD RM 1
 MA1392  PID         -  MA1392
 MA1392  STATE/COUNTY-  PA/VENANGO
 MA1392  USGS QUAD   -  KOSSUTH (1972)
 MA1392
 MA1392                         *CURRENT SURVEY CONTROL
 MA1392  ___________________________________________________________________
 MA1392* NAD 83(1986)-  41 17 45.     (N)    079 36 30.     (W)     SCALED    
 MA1392* NAVD 88     -       475.663  (meters)    1560.57   (feet)  ADJUSTED  
 MA1392  ___________________________________________________________________
 MA1392  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 MA1392  DYNAMIC HT  -         475.443 (meters)    1559.85  (feet)  COMP
 MA1392  MODELED GRAV-     980,145.6   (mgal)                       NAVD 88
 MA1392
 MA1392  VERT ORDER  -  SECOND    CLASS 0
 MA1392
 MA1392.The horizontal coordinates were scaled from a topographic map and have
 MA1392.an estimated accuracy of +/- 6 seconds.
 MA1392
 MA1392.The orthometric height was determined by differential leveling
 MA1392.and adjusted by the National Geodetic Survey in June 1991..
 MA1392
 MA1392.The geoid height was determined by GEOID03.
 MA1392
 MA1392.The dynamic height is computed by dividing the NAVD 88
 MA1392.geopotential number by the normal gravity value computed on the
 MA1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1392.degrees latitude (g = 980.6199 gals.).
 MA1392
 MA1392.The modeled gravity was interpolated from observed gravity values.
 MA1392
 MA1392;                    North         East    Units  Estimated Accuracy
 MA1392;SPC PA N     -   127,070.      444,370.      MT  (+/- 180 meters Scaled)
 MA1392
 MA1392                          SUPERSEDED SURVEY CONTROL
 MA1392
 MA1392  NGVD 29 (??/??/92)  475.823  (m)         1561.10   (f) ADJ UNCH    2 0
 MA1392
 MA1392.Superseded values are not recommended for survey control.
 MA1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1392.See file dsdata.txt to determine how the superseded data were derived.
 MA1392
 MA1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF165725(NAD 83)
 MA1392_MARKER: DR = REFERENCE MARK DISK
 MA1392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1392_STAMPING: DODD NO 1 1967
 MA1392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1392+STABILITY: SURFACE MOTION
 MA1392
 MA1392  HISTORY     - Date     Condition        Report By
 MA1392  HISTORY     - 1967     MONUMENTED       CGS
 MA1392  HISTORY     - 20000105 GOOD             PADT
 MA1392
 MA1392                          STATION DESCRIPTION
 MA1392
 MA1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MA1392'7 MI SE FROM CRANBERRY.
 MA1392'AT THE DODD STATION SITE-- 93.72 FEET NORTH OF THE STATION, 43
 MA1392'FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 1.5 FEET WEST OF
 MA1392'A METAL WITNESS SIGN, 1.4 FEET SOUTHEAST OF A POWER LINE POLE,
 MA1392'SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES AND IS
 MA1392'ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 MA1392
 MA1392                          STATION RECOVERY (2000)
 MA1392
 MA1392'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (ADR)
 MA1392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1390 ***********************************************************************
 MA1390  DESIGNATION -  DODD RM 2
 MA1390  PID         -  MA1390
 MA1390  STATE/COUNTY-  PA/VENANGO
 MA1390  USGS QUAD   -  KOSSUTH (1972)
 MA1390
 MA1390                         *CURRENT SURVEY CONTROL
 MA1390  ___________________________________________________________________
 MA1390* NAD 83(1986)-  41 17 45.     (N)    079 36 30.     (W)     SCALED    
 MA1390* NAVD 88     -       474.320  (meters)    1556.16   (feet)  ADJUSTED  
 MA1390  ___________________________________________________________________
 MA1390  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 MA1390  DYNAMIC HT  -         474.100 (meters)    1555.44  (feet)  COMP
 MA1390  MODELED GRAV-     980,145.6   (mgal)                       NAVD 88
 MA1390
 MA1390  VERT ORDER  -  SECOND    CLASS 0
 MA1390
 MA1390.The horizontal coordinates were scaled from a topographic map and have
 MA1390.an estimated accuracy of +/- 6 seconds.
 MA1390
 MA1390.The orthometric height was determined by differential leveling
 MA1390.and adjusted by the National Geodetic Survey in June 1991..
 MA1390
 MA1390.The geoid height was determined by GEOID03.
 MA1390
 MA1390.The dynamic height is computed by dividing the NAVD 88
 MA1390.geopotential number by the normal gravity value computed on the
 MA1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1390.degrees latitude (g = 980.6199 gals.).
 MA1390
 MA1390.The modeled gravity was interpolated from observed gravity values.
 MA1390
 MA1390;                    North         East    Units  Estimated Accuracy
 MA1390;SPC PA N     -   127,070.      444,370.      MT  (+/- 180 meters Scaled)
 MA1390
 MA1390                          SUPERSEDED SURVEY CONTROL
 MA1390
 MA1390  NGVD 29 (??/??/92)  474.479  (m)         1556.69   (f) ADJ UNCH    2 0
 MA1390
 MA1390.Superseded values are not recommended for survey control.
 MA1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1390.See file dsdata.txt to determine how the superseded data were derived.
 MA1390
 MA1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF165725(NAD 83)
 MA1390_MARKER: DR = REFERENCE MARK DISK
 MA1390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1390_STAMPING: DODD NO 2 1967
 MA1390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1390+STABILITY: SURFACE MOTION
 MA1390
 MA1390  HISTORY     - Date     Condition        Report By
 MA1390  HISTORY     - 1967     MONUMENTED       CGS
 MA1390  HISTORY     - 20000105 GOOD             PADT
 MA1390
 MA1390                          STATION DESCRIPTION
 MA1390
 MA1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MA1390'7 MI SE FROM CRANBERRY.
 MA1390'AT THE DODD STATION SITE-- 125.07 FEET EAST OF THE STATION, 39
 MA1390'FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 17 FEET SOUTHWEST
 MA1390'OF TELEPHONE POLE NO. 192, SET IN THE TOP OF A CONCRETE POST
 MA1390'PROJECTING 2-INCHES AND IS ABOUT LEVEL WITH THE STATION.
 MA1390
 MA1390                          STATION RECOVERY (2000)
 MA1390
 MA1390'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (ADR)
 MA1390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1896 ***********************************************************************
 MB1896  DESIGNATION -  DODSON
 MB1896  PID         -  MB1896
 MB1896  STATE/COUNTY-  PA/MERCER
 MB1896  USGS QUAD   -  HADLEY (1977)
 MB1896
 MB1896                         *CURRENT SURVEY CONTROL
 MB1896  ___________________________________________________________________
 MB1896* NAD 83(1992)-  41 23 33.08693(N)    080 09 11.30529(W)     ADJUSTED  
 MB1896* NAVD 88     -       418.     (meters)    1371.     (feet)  SCALED    
 MB1896  ___________________________________________________________________
 MB1896  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 MB1896  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 MB1896
 MB1896  HORZ ORDER  -  SECOND
 MB1896
 MB1896.The horizontal coordinates were established by classical geodetic methods
 MB1896.and adjusted by the National Geodetic Survey in June 2002..
 MB1896
 MB1896.The orthometric height was scaled from a topographic map.
 MB1896
 MB1896.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1896
 MB1896.The geoid height was determined by GEOID03.
 MB1896
 MB1896;                    North         East     Units Scale Factor Converg.
 MB1896;SPC PA N     -   138,924.149   399,050.040   MT  0.99995693   -1 35 23.2
 MB1896;SPC PA N     -   455,786.98  1,309,216.67   sFT  0.99995693   -1 35 23.2
 MB1896;UTM  17      - 4,582,678.427   570,798.315   MT  0.99966168   +0 33 35.9
 MB1896
 MB1896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1896!SPC PA N     -   0.99993972  x   0.99995693  =   0.99989665
 MB1896!UTM  17      -   0.99993972  x   0.99966168  =   0.99960142
 MB1896
 MB1896:                Primary Azimuth Mark                     Grid Az
 MB1896:SPC PA N     -  DODSON AZ MK                             003 06 40.7
 MB1896:UTM  17      -  DODSON AZ MK                             000 57 41.6
 MB1896
 MB1896|---------------------------------------------------------------------|
 MB1896| PID    Reference Object                     Distance      Geod. Az  |
 MB1896|                                                           dddmmss.s |
 MB1896| CX4414 DODSON AZ MK                                       0013117.5 |
 MB1896| CX4415 DODSON RM 1                          25.222 METERS 08638     |
 MB1896| CX4416 DODSON RM 2                          22.615 METERS 29148     |
 MB1896|---------------------------------------------------------------------|
 MB1896
 MB1896                          SUPERSEDED SURVEY CONTROL
 MB1896
 MB1896  NAD 83(1995)-  41 23 33.08917(N)    080 09 11.30774(W) AD(       ) 2
 MB1896  NAD 83(1986)-  41 23 33.09192(N)    080 09 11.30942(W) AD(       ) 2
 MB1896  NAD 27      -  41 23 32.89290(N)    080 09 12.08580(W) AD(       ) 2
 MB1896
 MB1896.Superseded values are not recommended for survey control.
 MB1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1896.See file dsdata.txt to determine how the superseded data were derived.
 MB1896
 MB1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF7079882678(NAD 83)
 MB1896_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB1896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1896
 MB1896  HISTORY     - Date     Condition        Report By
 MB1896  HISTORY     - 1959     MONUMENTED       CGS
 MB1896
 MB1896                          STATION DESCRIPTION
 MB1896
 MB1896'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 MB1896'STATION IS LOCATED ABOUT 1-3/4 MILES EAST OF CLARKS MILLS, 4-1/2
 MB1896'MILES SOUTH-SOUTHWEST OF SHEAKLEYVILLE AND ON PROPERTY OWNED AND
 MB1896'OCCUPIED BY MR. N.E. DODSON.
 MB1896'
 MB1896'STATION IS REACHED FROM THE RAILROAD CROSSING IN CLARKS MILLS.  GO
 MB1896'SOUTHEAST ON U.S. HIGHWAY 322 ALTERNATE FOR 1.12 MILES TO THE
 MB1896'JUNCTION WITH STATE LEGISLATIVE ROUTE 43068.  TURN LEFT AND GO EAST
 MB1896'ON ROUTE 43068 FOR 0.57 MILE TO A CROSSROAD.  TURN LEFT AND GO
 MB1896'NORTH ON A GRAVELED ROAD FOR 0.24 MILE TO THE FARM HOUSE OF MR. N.E.
 MB1896'DODSON, A LARGE BARN AND THE STATION ON THE RIGHT SIDE OF THE ROAD.
 MB1896'THE AZIMUTH MARK IS REACHED FROM THIS POINT BY GOING NORTH ON THE
 MB1896'GRAVELED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT SIDE
 MB1896'OF THE ROAD.
 MB1896'
 MB1896'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF SQUARE CONCRETE
 MB1896'MONUMENTS.
 MB1896'
 MB1896'STATION MARK IS STAMPED DODSON 1959 AND IS FLUSH WITH THE GROUND
 MB1896'SURFACE.  IT IS ABOUT 184 FEET EAST OF THE CENTER OF A GRAVELED
 MB1896'ROAD, 19 FEET WEST OF A EAST-WEST FENCELINE, 82 FEET EAST OF THE
 MB1896'NORTHEAST CORNER OF A LARGE BARN, 182 FEET NORTH-NORTHEAST OF THE
 MB1896'NORTHWEST CORNER OF A FRAME HOUSE AND ABOUT 130 FEET NORTH OF THE
 MB1896'CENTER OF A GRAVELED DRIVEWAY.
 MB1896'
 MB1896'REFERENCE MARK 1 IS STAMPED DODSON NO 1 1959 AND PROJECTS ABOUT 1
 MB1896'INCH.  IT IS ABOUT 2 FEET SOUTH OF THE EAST-WEST FENCELINE AND
 MB1896'ABOUT 169 FEET EAST OF THE NORTHEAST CORNER OF THE LARGE BARN.
 MB1896'
 MB1896'REFERENCE MARK 2 IS STAMPED DODSON NO 2 1959 AND PROJECTS ABOUT 3
 MB1896'INCHES.  IT IS ABOUT 2 FEET SOUTH OF THE EAST-WEST FENCELINE, 27
 MB1896'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE LARGE BARN AND ABOUT
 MB1896'110 FEET EAST OF THE CENTER OF THE GRAVELED ROAD.
 MB1896'
 MB1896'AZIMUTH MARK IS STAMPED DODSON 1959 AND PROJECTS ABOUT 4 INCHES.  IT
 MB1896'IS ABOUT 20 FEET EAST OF THE CENTER OF A GRAVELED ROAD AND 1.4 FEET
 MB1896'SOUTH OF A STANDARD METAL WITNESS POST.
 MB1896'
 MB1896'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3021 ***********************************************************************
 KY3021  DESIGNATION -  DOMHOFF
 KY3021  PID         -  KY3021
 KY3021  STATE/COUNTY-  PA/BUTLER
 KY3021  USGS QUAD   -  EVANS CITY (1977)
 KY3021
 KY3021                         *CURRENT SURVEY CONTROL
 KY3021  ___________________________________________________________________
 KY3021* NAD 83(1992)-  40 51 01.80745(N)    080 06 21.20709(W)     ADJUSTED  
 KY3021* NAVD 88     -       361.     (meters)    1184.     (feet)  SCALED    
 KY3021  ___________________________________________________________________
 KY3021  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 KY3021  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KY3021
 KY3021  HORZ ORDER  -  SECOND
 KY3021
 KY3021.The horizontal coordinates were established by classical geodetic methods
 KY3021.and adjusted by the National Geodetic Survey in June 2002..
 KY3021
 KY3021.The orthometric height was scaled from a topographic map.
 KY3021
 KY3021.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3021
 KY3021.The geoid height was determined by GEOID03.
 KY3021
 KY3021;                    North         East     Units Scale Factor Converg.
 KY3021;SPC PA S     -   171,111.953   401,366.283   MT  0.99998380   -1 31 42.5
 KY3021;SPC PA S     -   561,389.80  1,316,815.88   sFT  0.99998380   -1 31 42.5
 KY3021;UTM  17      - 4,522,546.242   575,366.043   MT  0.99966991   +0 35 05.5
 KY3021
 KY3021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3021!SPC PA S     -   0.99994874  x   0.99998380  =   0.99993254
 KY3021!UTM  17      -   0.99994874  x   0.99966991  =   0.99961866
 KY3021
 KY3021|---------------------------------------------------------------------|
 KY3021| PID    Reference Object                     Distance      Geod. Az  |
 KY3021|                                                           dddmmss.s |
 KY3021| CW9711 DOMHOFF RM 1                          7.754 METERS 17544     |
 KY3021| CW9712 DOMHOFF RM 2                          8.350 METERS 30600     |
 KY3021| KY0209 POPLAR                              APPROX. 5.3 KM 3482108.8 |
 KY3021|---------------------------------------------------------------------|
 KY3021
 KY3021                          SUPERSEDED SURVEY CONTROL
 KY3021
 KY3021  NAD 83(1995)-  40 51 01.80856(N)    080 06 21.20262(W) AD(       ) 2
 KY3021  NAD 83(1986)-  40 51 01.81118(N)    080 06 21.21343(W) AD(       ) 2
 KY3021  NAD 27      -  40 51 01.58190(N)    080 06 22.01020(W) AD(       ) 2
 KY3021
 KY3021.Superseded values are not recommended for survey control.
 KY3021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3021.See file dsdata.txt to determine how the superseded data were derived.
 KY3021
 KY3021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF7536622546(NAD 83)
 KY3021_MARKER: DS = TRIANGULATION STATION DISK
 KY3021_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KY3021
 KY3021  HISTORY     - Date     Condition        Report By
 KY3021  HISTORY     - 1959     MONUMENTED       CGS
 KY3021
 KY3021                          STATION DESCRIPTION
 KY3021
 KY3021'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 KY3021'STATION IS LOCATED ON THE EAST SLOPE OF A HILL, ABOUT 40 FEET
 KY3021'EAST OF THE TIMBER LINE, 3/4 MILE EAST OF MIDDLE LANCASTER, 5-1/2
 KY3021'MILES SOUTH-SOUTHEAST OF PORTERSVILLE, 3-1/2 MILES NORTH OF
 KY3021'HARMONY, ON PROPERTY OWNED BY MR. OREN DOMHOFF.
 KY3021'
 KY3021'STATION IS REACHED FROM THE POST OFFICE IN PORTERSVILLE.  GO
 KY3021'SOUTH ON U.S. HIGHWAY 19 FOR 5.45 MILES TO A SIDE ROAD LEFT.  TURN
 KY3021'LEFT AND GO EAST ON A GRAVELED ROAD FOR 1.08 MILE TO A SIDE ROAD
 KY3021'RIGHT (THIS IS JUST BEFORE REACHING A SMALL BRIDGE).  TURN RIGHT
 KY3021'AND GO SOUTH ON A ROUGH ROAD FOR 0.3 MILE TO A COAL MINE WHICH IS
 KY3021'NEAR AN OLD FARM HOUSE.  TURN RIGHT GO WEST ON AN OLD MINE ROAD
 KY3021'FOR 0.05 MILE TO THE WEST END OF AN OLD SHACK, BEAR RIGHT AND
 KY3021'FOLLOW A DIM TRACK ROAD AROUND A SLEW AND BACK ONTO THE ROAD,
 KY3021'CONTINUE WEST ON THE OLD MINE ROAD FOR 0.2 MILE.  TURN LEFT AND GO
 KY3021'SOUTH AND SOUTHEAST ON A DIM TRACK ROAD FOR 0.12 MILE, THENCE
 KY3021'SOUTH, UP A STEEP SLOPE FOR 0.02 MILE TO THE STATION.
 KY3021'
 KY3021'ALL MARKS ARE STANDARD DISKS, BRAZED TO THE TOP OF 3-INCH CAST
 KY3021'IRON SOIL PIPE WHICH ARE BURIED IN THE GROUND.
 KY3021'
 KY3021'STATION MARK IS STAMPED DOMHOFF 1959 AND PROJECTS ABOUT 6 INCHES.
 KY3021'IT IS 5.8 FEET EAST OF A STANDARD METAL WITNESS POST.
 KY3021'
 KY3021'REFERENCE MARK 1 IS STAMPED DOMHOFF NO 1 1959 AND PROJECTS ABOUT 4
 KY3021'INCHES.  IT IS ABOUT 23 FEET SOUTH-SOUTHEAST OF THE WITNESS POST.
 KY3021'IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 KY3021'
 KY3021'REFERENCE MARK 2 IS STAMPED DOMHOFF NO 2 1959 AND PROJECTS ABOUT 4
 KY3021'INCHES.  IT IS ABOUT 26 FEET NORTHWEST OF THE WITNESS POST AND
 KY3021'ABOUT 3 FEET HIGHER IN ELEVATION THAN THE STATION MARK.
 KY3021'
 KY3021'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0172 ***********************************************************************
 MB0172  DESIGNATION -  DON
 MB0172  PID         -  MB0172
 MB0172  STATE/COUNTY-  PA/ERIE
 MB0172  USGS QUAD   -  EAST SPRINGFIELD (1990)
 MB0172
 MB0172                         *CURRENT SURVEY CONTROL
 MB0172  ___________________________________________________________________
 MB0172* NAD 83(1992)-  41 56 53.71254(N)    080 22 47.67445(W)     ADJUSTED  
 MB0172* NAVD 88     -       262.275  (meters)     860.48   (feet)  ADJUSTED  
 MB0172  ___________________________________________________________________
 MB0172  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 MB0172  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 MB0172  DYNAMIC HT  -         262.179 (meters)     860.17  (feet)  COMP
 MB0172  MODELED GRAV-     980,247.0   (mgal)                       NAVD 88
 MB0172
 MB0172  HORZ ORDER  -  SECOND
 MB0172  VERT ORDER  -  SECOND    CLASS 0
 MB0172
 MB0172.The horizontal coordinates were established by classical geodetic methods
 MB0172.and adjusted by the National Geodetic Survey in June 2002..
 MB0172
 MB0172.The orthometric height was determined by differential leveling
 MB0172.and adjusted by the National Geodetic Survey in June 1991..
 MB0172
 MB0172.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB0172
 MB0172.The geoid height was determined by GEOID03.
 MB0172
 MB0172.The dynamic height is computed by dividing the NAVD 88
 MB0172.geopotential number by the normal gravity value computed on the
 MB0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0172.degrees latitude (g = 980.6199 gals.).
 MB0172
 MB0172.The modeled gravity was interpolated from observed gravity values.
 MB0172
 MB0172;                    North         East     Units Scale Factor Converg.
 MB0172;SPC PA N     -   201,167.965   381,967.119   MT  0.99999972   -1 44 23.2
 MB0172;SPC PA N     -   659,998.57  1,253,170.46   sFT  0.99999972   -1 44 23.2
 MB0172;UTM  17      - 4,644,216.810   551,396.109   MT  0.99963250   +0 24 52.3
 MB0172
 MB0172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB0172!SPC PA N     -   0.99996428  x   0.99999972  =   0.99996400
 MB0172!UTM  17      -   0.99996428  x   0.99963250  =   0.99959680
 MB0172
 MB0172|---------------------------------------------------------------------|
 MB0172| PID    Reference Object                     Distance      Geod. Az  |
 MB0172|                                                           dddmmss.s |
 MB0172| MB1738 DON RM 3                             10.405 METERS 05826     |
 MB0172| MB0173 DON RM 1                              8.787 METERS 06146     |
 MB0172| MB0180 PLATEA                              APPROX. 3.6 KM 0640823.4 |
 MB0172| MB1739 H 273 RESET                          14.458 METERS 18747     |
 MB0172| MB0171 H 273                                14.632 METERS 19037     |
 MB0172|---------------------------------------------------------------------|
 MB0172
 MB0172                          SUPERSEDED SURVEY CONTROL
 MB0172
 MB0172  NAD 83(1995)-  41 56 53.71340(N)    080 22 47.67467(W) AD(       ) 2
 MB0172  NAD 83(1986)-  41 56 53.71632(N)    080 22 47.67537(W) AD(       ) 2
 MB0172  NAD 27      -  41 56 53.51320(N)    080 22 48.44010(W) AD(       ) 2
 MB0172  NGVD 29 (??/??/92)  262.46   (m)          861.1    (f) COMPUTED    2 0
 MB0172
 MB0172.Superseded values are not recommended for survey control.
 MB0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0172.See file dsdata.txt to determine how the superseded data were derived.
 MB0172
 MB0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG5139644217(NAD 83)
 MB0172_MARKER: DS = TRIANGULATION STATION DISK
 MB0172_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0172_SP_SET: BRIDGE FLOOR
 MB0172_STAMPING: DON 1961
 MB0172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0172
 MB0172  HISTORY     - Date     Condition        Report By
 MB0172  HISTORY     - 1961     MONUMENTED       CGS
 MB0172  HISTORY     - 1961     GOOD             CGS
 MB0172  HISTORY     - 1975     GOOD             NGS
 MB0172
 MB0172                          STATION DESCRIPTION
 MB0172
 MB0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 MB0172'THE STATION IS LOCATED ON A CONCRETE BRIDGE OF INTERSTATE HIGHWAY 90
 MB0172'OVER A RAILROAD, ABOUT 3-1/2 MILES SOUTHWEST OF
 MB0172'GIRARD, 2.0 MILES EAST-SOUTHEAST OF EAST SPRINGFIELD AND ON THE
 MB0172'NORTHWEST END OF THE BRIDGE OF THE EAST BOUND TRAFFIC
 MB0172'LANE OF INTERSTATE HIGHWAY 90.
 MB0172'
 MB0172'TO REACH THE STATION FROM THE POST OFFICE IN GIRARD, GO WEST ON U.S.
 MB0172'HIGHWAY 20 FOR 1.15 MILES TO THE JUNCTION OF STATE HIGHWAY 18
 MB0172'AND U.S. HIGHWAY 20.  TURN LEFT AND GO SOUTH ON STATE HIGHWAY 18 FOR
 MB0172'2.0 MILES TO THE INTERCHANGE BRIDGE AND JUNCTION OF
 MB0172'STATE HIGHWAY 18 AND INTERSTATE HIGHWAY 90.  TURN RIGHT AND GO WEST
 MB0172'ON INTERSTATE HIGHWAY 90 FOR 2.35 MILES TO A CONCRETE
 MB0172'BRIDGE OF INTERSTATE HIGHWAY 90 OVER A RAILROAD AND THE
 MB0172'STATION AS DESCRIBED.
 MB0172'
 MB0172'THE STATION MARK, A STANDARD DISK STAMPED DON 1961, IS CEMENTED IN A
 MB0172'DRILL HOLE IN TOP OF THE CONCRETE BRIDGE FLOOR.  IT IS
 MB0172'16.9 FEET NORTH OF THE CENTERLINE OF THE BRIDGE AND THE EAST BOUND
 MB0172'TRAFFIC LANE OF INTERSTATE HIGHWAY 90, 2.3 FEET SOUTH OF
 MB0172'A CHISLED TRIANGLE IN THE NORTHWEST END OF THE BRIDGE WALL, 1.9 FEET
 MB0172'SOUTH OF THE EDGE OF THE BUMPER CURBING AND 1.5 FEET
 MB0172'SOUTHEAST OF THE WEST END OF THE BRIDGE.
 MB0172'
 MB0172'REFERENCE MARK 1, A STANDARD DISK STAMPED DON NO 1 1961, IS CEMENTED
 MB0172'IN A DRILL HOLE IN TOP OF THE CONCRETE BRIDGE FLOOR
 MB0172'FLUSH WITH THE SURFACE OF THE FLOOR.  IT IS 31.4 FEET EAST OF THE
 MB0172'WEST END OF THE CONCRETE ABUTMENT, 17.6 FEET
 MB0172'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE OF
 MB0172'INTERSTATE HIGHWAY 90, 1.0 FOOT SOUTH-SOUTHEAST OF THE NORTH
 MB0172'BUMPER CURBING AND SAME ELEVATION AS THE STATION.
 MB0172'
 MB0172'REFERENCE MARK 2, A PENNSYLVANIA DEPARTMENT OF HIGHWAYS DISK STAMPED
 MB0172'PDH H 273 1961, IS SET IN THE TOP OF THE NORTH CONCRETE
 MB0172'BUMPER CURBING OF THE BRIDGE PROJECTING ABOUT 7 INCHES ABOVE THE
 MB0172'SURFACE OF THE BRIDGE FLOOR.  IT IS 22.7 FEET SOUTH OF THE
 MB0172'CENTERLINE OF THE EAST BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 90,
 MB0172'0.5 FEET EAST OF THE SOUTHWEST END OF THE BRIDGE
 MB0172'AND IS ABOUT 7 INCHES ABOVE THE LEVEL OF THE HIGHWAY.
 MB0172'
 MB0172'HEIGHT OF LIGHT ABOVE STATION MARK 1.22 METERS.
 MB0172
 MB0172                          STATION RECOVERY (1961)
 MB0172
 MB0172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 MB0172'5.1 MI SE FROM WEST SPRINGFIELD.
 MB0172'ABOUT 0.35 MILE EAST ALONG U.S. HIGHWAY 20 FROM THE POST
 MB0172'OFFICE IN WEST SPRINGFIELD TO THE JUNCTION OF U.S. HIGHWAY 6
 MB0172'NORTH AND 20, THENCE 0.6 MILE SOUTH ALONG U.S. HIGHWAY 6N TO
 MB0172'THE INTERCHANGE BRIDGE, THENCE 4.15 MILES EAST ALONG
 MB0172'INTERSTATE HIGHWAY 90, 16.9 FEET NORTH OF THE CENTERLINE OF
 MB0172'THE EAST BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 90, 2.3
 MB0172'FEET SOUTH OF A CHISELED TRIANGLE IN THE NORTHWEST END OF THE
 MB0172'CONCRETE BANISTER OF THE BRIDGE, 1.9 FEET SOUTH OF THE BUMPER
 MB0172'CURBING AND 1.5 FEET SOUTHEAST OF THE WEST END OF THE CONCRETE
 MB0172'BRIDGE.  SET IN A DRILL HOLE IN THE CONCRETE FLOOR OF THE
 MB0172'BRIDGE OF INTERSTATE HIGHWAY 90.
 MB0172
 MB0172                          STATION RECOVERY (1975)
 MB0172
 MB0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MB0172'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 MB0172'REFERENCE MARK 1 WAS FOUND LOOSE IN ITS HOLE, HOWEVER THERE WAS NO
 MB0172'GREAT DIFFERENCE IN THE ANGLE TO IT.  THE PDH MARK WAS ALSO
 MB0172'FOUND IN FAIR CONDITION.  ONLY A SLIGHT DIFFERENCE IN DISTANCE AND
 MB0172'DIRECTIONS WERE NOTED TO THE OLD POINTS.  THE STATION MARK AND BOTH
 MB0172'REFERENCE MARKS WERE IN DANGER OF GETTING DESTROYED BY
 MB0172'CONSTRUCTION.  SEVERAL REFERENCE POINTS WERE PLACED ON LINE
 MB0172'TO THE NORTHWEST AND NORTHEAST AT THIS DATE.  A TOTAL OF
 MB0172'SEVEN POINTS WERE SET OR INTERSECTED TO ASSURE THAT THE
 MB0172'STATION COULD BE RETURNED AFTER THE CONSTRUCTION IS COMPLETE
 MB0172'ALONG THE EAST BOUND LANE OF INTERSTATE HIGHWAY 90.
 MB0172'
 MB0172'ON 11/5/75 THE AREA WAS VISITED AGAIN AND THE CONSTRUCTION HAD BEEN
 MB0172'COMPLETED.  ALL SEVEN REFERENCE POINTS WERE FOUND IN GOOD CONDITION.
 MB0172'THE DISTANCES AND DIRECTIONS WERE CHECKED TO ALL OBJECTS AND THERE
 MB0172'WAS NO DIFFERENCE NOTED FROM THE RESULTS OBTAINED ON 5/8/75.  THE
 MB0172'STATION MARK WAS RETURNED TO ITS ORIGINAL POSITION AND TWO NEW
 MB0172'REFERENCE MARKS ESTABLISHED.  THE ELEVATION OF ALL MARKS WERE
 MB0172'PRESERVED THROUGH TBMS AND A NEW ELEVATION ESTABLISHED AT THIS
 MB0172'LATER DATE.
 MB0172'
 MB0172'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 MB0172'
 MB0172'THE STATION IS LOCATED ON THE NORTH SIDE OF THE EAST BOUND LANE OF
 MB0172'INTERSTATE HIGHWAY 90 ABOUT 3-1/2 MILES SOUTHWEST OF GARARD AND 2
 MB0172'MILES EAST-SOUTHEAST OF EAST SPRINGFIELD.  IT IS ON STATE HIGHWAY
 MB0172'RIGHT-OF-WAY.
 MB0172'
 MB0172'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 90 AND STATE
 MB0172'HIGHWAY 215, GO EASTERLY ON INTERSTATE HIGHWAY 90 FOR 1.25 MILES
 MB0172'TO THE STATION ON THE LEFT.
 MB0172'
 MB0172'THE STATION MARK IS A STANDARD DISK STAMPED DON 1961 1975, CEMENTED
 MB0172'IN A DRILL HOLE IN THE NORTHWEST APRON OF THE EAST BOUND LANE OF
 MB0172'I 90 WHERE IT CROSSES OVER A RAILROAD TRACKS.  IT IS 59 FEET
 MB0172'SOUTHWEST OF A DRAINAGE HOLE IN THE NORTH PART OF THE BRIDGE, 15.9
 MB0172'FEET NORTHWEST OF THE CENTER OF THE EAST BOUND LANE OF I 90,
 MB0172'11.2 FEET WEST OF THE FIRST EXPANSION JOINT OF THE BRIDGE, 3.5
 MB0172'FEET EAST OF THE MOST SOUTHWEST POINT OF THE BANISTER ALONG THE
 MB0172'NORTH SIDE OF THE BRIDGE AND 2.8 FEET EAST OF THE MOST WEST
 MB0172'POINT OF THE ABUTMENT.
 MB0172'
 MB0172'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DON 1961 NO 3 1975, SET
 MB0172'IN A DRILL HOLE IN THE NORTH PARAPET WALL FOR THE BRIDGE ALONG
 MB0172'INTERSTATE HIGHWAY 90.  IT IS 35.8 FEET NORTHEAST OF THE MOST
 MB0172'NORTHWEST EDGE OF THE BRIDGE, 25 FEET SOUTHWEST OF THE DRAIN HOLE,
 MB0172'20.8 FEET NORTHEAST OF THE MOST EAST EXPANSION JOINT AND 18.8
 MB0172'FEET NORTHWEST OF CENTER OF THE EAST BOUND LANE OF INTERSTATE
 MB0172'HIGHWAY 90.
 MB0172'
 MB0172'REFERENCE MARK 4 (H 273 PDH RESET) IS A PENNSYLVANIA DEPARTMENT OF
 MB0172'TRANSPORTATION DISK STAMPED H 273 RESET 1975, SET IN A DRILL HOLE
 MB0172'IN THE SOUTH BUMPER RAIL ON THE SOUTH SIDE OF THE EAST BOUND LANE
 MB0172'OF INTERSTATE HIGHWAY 90.  IT IS 23.4 FEET SOUTHEAST OF THE CENTER
 MB0172'OF THE EAST BOUND LANE OF I 90, 12 FEET SOUTHWEST OF THE MOST
 MB0172'WESTERLY EXPANSION JOINT AND 2.9 FEET NORTHEAST OF THE MOST
 MB0172'SOUTHWEST EDGE OF THE BANISTER OF THE BRIDGE.
 MB0172'
 MB0172'TRIANGULATION STATION PLATEA 1961 MAY BE USED AS AN AZIMUTH MARK FOR
 MB0172'THIS STATION, SEE DESCRIPTION THEREOF.
 MB0172'
 MB0172'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES ESE OF
 MB0172'EAST SPRINGFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1740 ***********************************************************************
 MB1740  DESIGNATION -  DON RESET
 MB1740  PID         -  MB1740
 MB1740  STATE/COUNTY-  PA/ERIE
 MB1740  USGS QUAD   -  EAST SPRINGFIELD (1990)
 MB1740
 MB1740                         *CURRENT SURVEY CONTROL
 MB1740  ___________________________________________________________________
 MB1740* NAD 83(1986)-  41 56 54.     (N)    080 22 47.     (W)     SCALED    
 MB1740* NAVD 88     -       262.39   (+/-2cm)     860.9    (feet)  VERTCON   
 MB1740  ___________________________________________________________________
 MB1740  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 MB1740
 MB1740  VERT ORDER  -  THIRD (See Below)
 MB1740
 MB1740.The horizontal coordinates were scaled from a topographic map and have
 MB1740.an estimated accuracy of +/- 6 seconds.
 MB1740
 MB1740.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1740.The vertical order pertains to the NGVD 29 superseded value.
 MB1740
 MB1740.The geoid height was determined by GEOID03.
 MB1740
 MB1740;                    North         East    Units  Estimated Accuracy
 MB1740;SPC PA N     -   201,180.      381,980.      MT  (+/- 180 meters Scaled)
 MB1740
 MB1740                          SUPERSEDED SURVEY CONTROL
 MB1740
 MB1740  NGVD 29 (02/24/03)  262.58   (m)          861.5    (f) RESET       3  
 MB1740
 MB1740.Superseded values are not recommended for survey control.
 MB1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1740.See file dsdata.txt to determine how the superseded data were derived.
 MB1740
 MB1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG514442(NAD 83)
 MB1740_MARKER: DS = TRIANGULATION STATION DISK
 MB1740_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MB1740_SP_SET: ABUTMENT
 MB1740_STAMPING: DON 1961 1975
 MB1740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1740+STABILITY: SURFACE MOTION
 MB1740
 MB1740  HISTORY     - Date     Condition        Report By
 MB1740  HISTORY     - 1975     MONUMENTED       NGS
 MB1740
 MB1740                          STATION DESCRIPTION
 MB1740
 MB1740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 MB1740'5.1 MI SE FROM WEST SPRINGFIELD.
 MB1740'0.35 MILE EAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE
 MB1740'IN WEST SPRINGFIELD TO THE JUNCTION OF U.S. HIGHWAYS 6N AND 20,
 MB1740'THENCE 0.6 MILE SOUTH ALONG U.S. HIGHWAY 6N TO THE INTERCHANGE
 MB1740'BRIDGE FOR INTERSTATE 90, THENCE 4.15 MILES EAST ALONG
 MB1740'INTERSTATE 90,  IN THE NORTHWEST EDGE OF THE BRIDGE FOR THE
 MB1740'EASTBOUND LANE OF INTERSTATE HIGHWAY 90, FROM THE INTERSECTION OF
 MB1740'INTERSTATE HIGHWAY 90 AND STATE HIGHWAY 215, GO EAST ON I 90 FOR
 MB1740'1.25 MILES TO THE BRIDGE AND THE MARK ON THE LEFT. IN THE NORTHWEST
 MB1740'ABUTMENT OF THE BRIDGE, JUST NORTH OF THE TRAFFIC LANE, 15.9 FEET
 MB1740'NORTHWEST OF THE CENTER OF THE EASTBOUND LANE, 11.2 FEET WEST OF THE
 MB1740'FIRST EXPANSION JOINT OF THE BRIDGE, 5.0  FEET EAST OF THE
 MB1740'MOST SOUTHWEST POINT OF THE NORTH BANISTER AND 2.8 FEET EAST
 MB1740'OF THE WEST EDGE OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0173 ***********************************************************************
 MB0173  DESIGNATION -  DON RM 1
 MB0173  PID         -  MB0173
 MB0173  STATE/COUNTY-  PA/ERIE
 MB0173  USGS QUAD   -  EAST SPRINGFIELD (1990)
 MB0173
 MB0173                         *CURRENT SURVEY CONTROL
 MB0173  ___________________________________________________________________
 MB0173* NAD 83(1986)-  41 56 54.     (N)    080 22 47.     (W)     SCALED    
 MB0173* NAVD 88     -       262.300  (meters)     860.56   (feet)  ADJUSTED  
 MB0173  ___________________________________________________________________
 MB0173  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 MB0173  DYNAMIC HT  -         262.204 (meters)     860.25  (feet)  COMP
 MB0173  MODELED GRAV-     980,247.0   (mgal)                       NAVD 88
 MB0173
 MB0173  VERT ORDER  -  SECOND    CLASS 0
 MB0173
 MB0173.The horizontal coordinates were scaled from a topographic map and have
 MB0173.an estimated accuracy of +/- 6 seconds.
 MB0173
 MB0173.The orthometric height was determined by differential leveling
 MB0173.and adjusted by the National Geodetic Survey in June 1991..
 MB0173
 MB0173.The geoid height was determined by GEOID03.
 MB0173
 MB0173.The dynamic height is computed by dividing the NAVD 88
 MB0173.geopotential number by the normal gravity value computed on the
 MB0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0173.degrees latitude (g = 980.6199 gals.).
 MB0173
 MB0173.The modeled gravity was interpolated from observed gravity values.
 MB0173
 MB0173;                    North         East    Units  Estimated Accuracy
 MB0173;SPC PA N     -   201,180.      381,980.      MT  (+/- 180 meters Scaled)
 MB0173
 MB0173                          SUPERSEDED SURVEY CONTROL
 MB0173
 MB0173  NGVD 29 (??/??/92)  262.483  (m)          861.16   (f) ADJ UNCH    2 0
 MB0173
 MB0173.Superseded values are not recommended for survey control.
 MB0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0173.See file dsdata.txt to determine how the superseded data were derived.
 MB0173
 MB0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG514442(NAD 83)
 MB0173_MARKER: DR = REFERENCE MARK DISK
 MB0173_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0173_SP_SET: BRIDGE FLOOR
 MB0173_STAMPING: DON NO 1 1961
 MB0173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0173
 MB0173  HISTORY     - Date     Condition        Report By
 MB0173  HISTORY     - 1961     MONUMENTED       CGS
 MB0173
 MB0173                          STATION DESCRIPTION
 MB0173
 MB0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0173'5.1 MI SE FROM WEST SPRINGFIELD.
 MB0173'ABOUT 0.35 MILE EAST ALONG U.S. HIGHWAY 20 FROM THE POST
 MB0173'OFFICE IN WEST SPRINGFIELD TO THE JUNCTION OF U.S. HIGHWAYS 6
 MB0173'NORTH AND 20, THENCE 0.6 MILE SOUTH ALONG U.S. HIGHWAY 6N TO
 MB0173'THE INTERSTATE BRIDGE, THENCE 4.15 MILES EAST ALONG INTERSTATE
 MB0173'HIGHWAY 90, 31.4 FEET EAST OF THE WEST END OF THE BRIDGE
 MB0173'ABUTMENT, 28.8 FEET SOUTH OF THE STATION MARK, 17.6 FEET
 MB0173'SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE OF
 MB0173'INTERSTATE HIGHWAY 90 AND CENTERLINE OF BRIDGE AND 1.0 FOOT
 MB0173'SOUTHEAST OF THE NORTH BUMPER CURBING OF THE BRIDGE.  SET IN
 MB0173'A DRILL HOLE IN TOP OF THE CONCRETE FLOOR OF THE INTERSTATE
 MB0173'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1738 ***********************************************************************
 MB1738  DESIGNATION -  DON RM 3
 MB1738  PID         -  MB1738
 MB1738  STATE/COUNTY-  PA/ERIE
 MB1738  USGS QUAD   -  EAST SPRINGFIELD (1990)
 MB1738
 MB1738                         *CURRENT SURVEY CONTROL
 MB1738  ___________________________________________________________________
 MB1738* NAD 83(1986)-  41 56 54.     (N)    080 22 47.     (W)     SCALED    
 MB1738* NAVD 88     -       263.20   (+/-2cm)     863.5    (feet)  VERTCON   
 MB1738  ___________________________________________________________________
 MB1738  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 MB1738
 MB1738  VERT ORDER  -  THIRD (See Below)
 MB1738
 MB1738.The horizontal coordinates were scaled from a topographic map and have
 MB1738.an estimated accuracy of +/- 6 seconds.
 MB1738
 MB1738.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1738.The vertical order pertains to the NGVD 29 superseded value.
 MB1738
 MB1738.The geoid height was determined by GEOID03.
 MB1738
 MB1738;                    North         East    Units  Estimated Accuracy
 MB1738;SPC PA N     -   201,180.      381,980.      MT  (+/- 180 meters Scaled)
 MB1738
 MB1738                          SUPERSEDED SURVEY CONTROL
 MB1738
 MB1738  NGVD 29 (02/24/03)  263.39   (m)          864.1    (f) RESET       3  
 MB1738
 MB1738.Superseded values are not recommended for survey control.
 MB1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1738.See file dsdata.txt to determine how the superseded data were derived.
 MB1738
 MB1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG514442(NAD 83)
 MB1738_MARKER: DR = REFERENCE MARK DISK
 MB1738_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MB1738_SP_SET: PARAPET WALL
 MB1738_STAMPING: DON 1961 NO 3 1975
 MB1738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1738+STABILITY: SURFACE MOTION
 MB1738
 MB1738  HISTORY     - Date     Condition        Report By
 MB1738  HISTORY     - 1975     MONUMENTED       NGS
 MB1738
 MB1738                          STATION DESCRIPTION
 MB1738
 MB1738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 MB1738'2.0 MI ESE FROM WEST SPRINGFIELD.
 MB1738'1.25 MILES EAST ALONG INTERSTATE HIGHWAY 90 FROM THE
 MB1738'INTERSECTION OF INTERSTATE HIGHWAY 90 AND STATE HIGHWAY 215,
 MB1738'IN THE NORTH PARAPET WALL FOR A BRIDGE ON THE EASTBOUND
 MB1738'LANE OF INTERSTATE HIGHWAY 90,  35.8 FEET NORTHEAST OF THE
 MB1738'MOST NORTHWEST EDGE OF THE BRIDGE, 25 FEET SOUTHWEST OF A DRAINAGE
 MB1738'HOLE IN THE NORTH EDGE OF THE EASTBOUND LANE OF I 90, 20.8 FEET
 MB1738'NORTHEAST OF THE MOST WEST EXPANSION JOINT AND 18.8 FEET NORTHWEST OF
 MB1738'THE CENTER OF THE EASTBOUND LANE OF I 90.
 MB1738'THE MARK IS 2.5 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2221 ***********************************************************************
 KX2221  DESIGNATION -  DONA
 KX2221  PID         -  KX2221
 KX2221  STATE/COUNTY-  PA/BLAIR
 KX2221  USGS QUAD   -  WILLIAMSBURG (1984)
 KX2221
 KX2221                         *CURRENT SURVEY CONTROL
 KX2221  ___________________________________________________________________
 KX2221* NAD 83(1992)-  40 29 29.41383(N)    078 13 57.92894(W)     ADJUSTED  
 KX2221* NAVD 88     -       542.8    (meters)    1781.     (feet)  VERTCON   
 KX2221  ___________________________________________________________________
 KX2221  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 KX2221  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KX2221
 KX2221  HORZ ORDER  -  SECOND
 KX2221
 KX2221.The horizontal coordinates were established by classical geodetic methods
 KX2221.and adjusted by the National Geodetic Survey in June 2002..
 KX2221
 KX2221.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2221
 KX2221.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2221
 KX2221.The geoid height was determined by GEOID03.
 KX2221
 KX2221;                    North         East     Units Scale Factor Converg.
 KX2221;SPC PA S     -   128,709.550   559,074.370   MT  0.99995975   -0 18 47.6
 KX2221;SPC PA S     -   422,274.58  1,834,229.83   sFT  0.99995975   -0 18 47.6
 KX2221;UTM  17      - 4,485,990.684   734,523.129   MT  1.00027707   +1 47 51.7
 KX2221
 KX2221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2221!SPC PA S     -   0.99992006  x   0.99995975  =   0.99987982
 KX2221!UTM  17      -   0.99992006  x   1.00027707  =   1.00019711
 KX2221
 KX2221:                Primary Azimuth Mark                     Grid Az
 KX2221:SPC PA S     -  LOOP LOOKOUT TOWER                       086 01 17.1
 KX2221:UTM  17      -  LOOP LOOKOUT TOWER                       083 54 37.8
 KX2221
 KX2221|---------------------------------------------------------------------|
 KX2221| PID    Reference Object                     Distance      Geod. Az  |
 KX2221|                                                           dddmmss.s |
 KX2221| KX2219 LOOP LOOKOUT TOWER                  APPROX. 8.5 KM 0854229.5 |
 KX2221| CJ9678 DONA RM 1                            13.596 METERS 20535     |
 KX2221| CJ9679 DONA RM 2                             7.805 METERS 32304     |
 KX2221| KX0356 DONA AZ MK                                         3320116.5 |
 KX2221|---------------------------------------------------------------------|
 KX2221
 KX2221                          SUPERSEDED SURVEY CONTROL
 KX2221
 KX2221  NAD 83(1986)-  40 29 29.42018(N)    078 13 57.93825(W) AD(       ) 2
 KX2221  NAD 27      -  40 29 29.16107(N)    078 13 58.89955(W) AD(       ) 2
 KX2221  NGVD 29 (07/19/86)  543.0    (m)         1781.     (f) VERT ANG       
 KX2221
 KX2221.Superseded values are not recommended for survey control.
 KX2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2221.See file dsdata.txt to determine how the superseded data were derived.
 KX2221
 KX2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE3452385991(NAD 83)
 KX2221_MARKER: DE = TRAVERSE STATION DISK
 KX2221_SETTING: 66 = SET IN ROCK OUTCROP
 KX2221
 KX2221  HISTORY     - Date     Condition        Report By
 KX2221  HISTORY     - 1967     MONUMENTED       CGS
 KX2221
 KX2221                          STATION DESCRIPTION
 KX2221
 KX2221'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2221'THE STATION IS LOCATED ABOUT 11 MILES WEST OF HUNTINGDON, 9 MILES
 KX2221'NORTHEAST OF HOLLIDAYSBURG, 3.5 MILES NORTHWEST OF WILLIAMSBURG,
 KX2221'0.5 MILE SOUTHEAST OF U.S. HIGHWAY 22 AND ON A ROCKY RIDGE LOCALLY
 KX2221'KNOWN AS SHORT MOUNTAIN.  THE PROPERTY IS OWNED BY THE HARBISON AND
 KX2221'WALKER REFINING COMPANY.
 KX2221'
 KX2221'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 22 AND STATE
 KX2221'HIGHWAY 866, WHICH IS ABOUT 3 MILES NORTHWEST OF WILLIAMSBURG, GO
 KX2221'NORTHEAST ON U.S. HIGHWAY 22 FOR 1.3 MILES TO THE TOP OF HILL AND THE
 KX2221'AZIMUTH MARK ON THE LEFT, CONTINUE EAST ON U.S. HIGHWAY 22
 KX2221'FOR 100 FEET TO GRIMMS SERVICE STATION ON THE RIGHT, TURN RIGHT,
 KX2221'PASSING TO THE LEFT OF THE BUILDING, AND GO SOUTH ON THE TRACK
 KX2221'ROAD FOR 0.1 MILE TO POWERLINE POLE NO. 3-14542 AND THE END OF TRUCK
 KX2221'TRAVEL.  PACK SOUTHEAST TO THE TOP OF RIDGE, TURN SOUTH ALONG THE TOP
 KX2221'OF RIDGE TO THE STATION, JUST AFTER PASSING AN OPEN AREA.  ABOUT A
 KX2221'30 MINUTE PACK.
 KX2221'
 KX2221'THE STATION MARK IS 84 FEET NORTH-NORTHEAST OF THE HIGHEST POINT OF
 KX2221'RIDGE, 47 FEET NORTH-NORTHEAST OF A 14-INCH OAK TREE AND 16 FEET
 KX2221'WEST-SOUTHWEST OF AN 8-INCH TREE.  THE MARK IS A STANDARD TRAVERSE
 KX2221'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING
 KX2221'1-FOOT ON THE NORTH SIDE AND IS STAMPED DONA 1966.
 KX2221'
 KX2221'REFERENCE MARK NO. 1 IS 40 FEET NORTH OF THE HIGHEST POINT OF RIDGE
 KX2221'AND 9 FEET NORTHWEST OF A 14-INCH OAK TREE.  THE MARK IS A
 KX2221'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 KX2221'PROJECTING 3 FEET ON THE NORTHEAST SIDE AND IS STAMPED DONA NO 1
 KX2221'1966.
 KX2221'
 KX2221'REFERENCE MARK NO. 2 IS 66 FEET NORTH OF A 14-INCH OAK TREE AND 32
 KX2221'FEET WEST OF AN 8-INCH TREE.  THE MARK IS A STANDARD DISK CEMENTED
 KX2221'IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING 3 FEET AND IS
 KX2221'STAMPED DONA NO 2 1966.
 KX2221'
 KX2221'THE AZIMUTH MARK IS 57 FEET NORTHEAST OF TELEPHONE POLE NO. 35, 46
 KX2221'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 22 AND 34 FEET
 KX2221'SOUTHEAST OF THE SOUTHEAST CORNER OF A BLOCK BUILDING.  THE MARK IS A
 KX2221'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF A
 KX2221'ABANDONED GAS PUMP PROJECTING 3 INCHES AND IS STAMPED DONA 1966.
 KX2221'
 KX2221'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0356 ***********************************************************************
 KX0356  DESIGNATION -  DONA AZ MK
 KX0356  PID         -  KX0356
 KX0356  STATE/COUNTY-  PA/BLAIR
 KX0356  USGS QUAD   -  WILLIAMSBURG (1984)
 KX0356
 KX0356                         *CURRENT SURVEY CONTROL
 KX0356  ___________________________________________________________________
 KX0356* NAD 83(1986)-  40 29 49.     (N)    078 14 09.     (W)     SCALED    
 KX0356* NAVD 88     -       396.197  (meters)    1299.86   (feet)  ADJUSTED  
 KX0356  ___________________________________________________________________
 KX0356  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KX0356  DYNAMIC HT  -         395.987 (meters)    1299.17  (feet)  COMP
 KX0356  MODELED GRAV-     980,083.2   (mgal)                       NAVD 88
 KX0356
 KX0356  VERT ORDER  -  SECOND    CLASS 0
 KX0356
 KX0356.The horizontal coordinates were scaled from a topographic map and have
 KX0356.an estimated accuracy of +/- 6 seconds.
 KX0356
 KX0356.The orthometric height was determined by differential leveling
 KX0356.and adjusted by the National Geodetic Survey in June 1991..
 KX0356
 KX0356.The geoid height was determined by GEOID03.
 KX0356
 KX0356.The dynamic height is computed by dividing the NAVD 88
 KX0356.geopotential number by the normal gravity value computed on the
 KX0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0356.degrees latitude (g = 980.6199 gals.).
 KX0356
 KX0356.The modeled gravity was interpolated from observed gravity values.
 KX0356
 KX0356;                    North         East    Units  Estimated Accuracy
 KX0356;SPC PA S     -   129,320.      558,820.      MT  (+/- 180 meters Scaled)
 KX0356
 KX0356                          SUPERSEDED SURVEY CONTROL
 KX0356
 KX0356  NGVD 29 (??/??/92)  396.376  (m)         1300.44   (f) ADJ UNCH    2 0
 KX0356
 KX0356.Superseded values are not recommended for survey control.
 KX0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0356.See file dsdata.txt to determine how the superseded data were derived.
 KX0356
 KX0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE342865(NAD 83)
 KX0356_MARKER: DZ = AZIMUTH MARK DISK
 KX0356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0356_SP_SET: GAS PUMP BASE
 KX0356_STAMPING: DONA 1966
 KX0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0356
 KX0356  HISTORY     - Date     Condition        Report By
 KX0356  HISTORY     - 1966     MONUMENTED       CGS
 KX0356  HISTORY     - 1967     GOOD             NGS
 KX0356
 KX0356                          STATION DESCRIPTION
 KX0356
 KX0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0356'8 MI SE FROM FRANKSTOWN.
 KX0356'8.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 22 FROM ITS JUNCTION
 KX0356'WITH FRANKSTOWN ROAD IN FRANKSTOWN TO THE TOP OF MOUNTAIN, 57
 KX0356'FEET NORTHEAST OF TELEPHONE POLE NO. 35, 46 FEET NORTH OF THE
 KX0356'CENTERLINE OF HIGHWAY, 34 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 KX0356'OF A BLOCK BUILDING, SET IN THE TOP OF THE ABANDONED GAS PUMP
 KX0356'BASE AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1423 ***********************************************************************
 LZ1423  DESIGNATION -  DONA RM 2
 LZ1423  PID         -  LZ1423
 LZ1423  STATE/COUNTY-  PA/POTTER
 LZ1423  USGS QUAD   -  ULYSSES (1969)
 LZ1423
 LZ1423                         *CURRENT SURVEY CONTROL
 LZ1423  ___________________________________________________________________
 LZ1423* NAD 83(1986)-  41 55 04.     (N)    077 45 01.     (W)     SCALED    
 LZ1423* NAVD 88     -       630.470  (meters)    2068.47   (feet)  ADJUSTED  
 LZ1423  ___________________________________________________________________
 LZ1423  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 LZ1423  DYNAMIC HT  -         630.198 (meters)    2067.57  (feet)  COMP
 LZ1423  MODELED GRAV-     980,170.6   (mgal)                       NAVD 88
 LZ1423
 LZ1423  VERT ORDER  -  SECOND    CLASS 0
 LZ1423
 LZ1423.The horizontal coordinates were scaled from a topographic map and have
 LZ1423.an estimated accuracy of +/- 6 seconds.
 LZ1423
 LZ1423.The orthometric height was determined by differential leveling
 LZ1423.and adjusted by the National Geodetic Survey in June 1991..
 LZ1423
 LZ1423.The geoid height was determined by GEOID03.
 LZ1423
 LZ1423.The dynamic height is computed by dividing the NAVD 88
 LZ1423.geopotential number by the normal gravity value computed on the
 LZ1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1423.degrees latitude (g = 980.6199 gals.).
 LZ1423
 LZ1423.The modeled gravity was interpolated from observed gravity values.
 LZ1423
 LZ1423;                    North         East    Units  Estimated Accuracy
 LZ1423;SPC PA N     -   194,470.      599,980.      MT  (+/- 180 meters Scaled)
 LZ1423
 LZ1423                          SUPERSEDED SURVEY CONTROL
 LZ1423
 LZ1423  NGVD 29 (??/??/92)  630.588  (m)         2068.85   (f) ADJ UNCH    2 0
 LZ1423
 LZ1423.Superseded values are not recommended for survey control.
 LZ1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1423.See file dsdata.txt to determine how the superseded data were derived.
 LZ1423
 LZ1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM719443(NAD 83)
 LZ1423_MARKER: DD = SURVEY DISK
 LZ1423_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1423_SP_SET: BRIDGE
 LZ1423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1423
 LZ1423  HISTORY     - Date     Condition        Report By
 LZ1423  HISTORY     - 1943     MONUMENTED       CGS
 LZ1423  HISTORY     - 1934     GOOD             NGS
 LZ1423
 LZ1423                          STATION DESCRIPTION
 LZ1423
 LZ1423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ1423'1.3 MI NE FROM ULYSSES.
 LZ1423'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 49 FROM ULYSSES, POTTER
 LZ1423'COUNTY, AT HIGHWAY STATION 1060 ON ROUTE 103 (1919), ABOUT 360
 LZ1423'FEET WEST OF A GULF GAS STATION AT CROSSROADS, ABOUT 300 FEET
 LZ1423'WEST OF A SHINGLED HOUSE, IN 20-FOOT CONCRETE BRIDGE 1060, 12
 LZ1423'FEET NORTH OF THE CENTER LINE OF THE FINISHED HIGHWAY GRADE, AND
 LZ1423'LEVEL WITH THE FINISHED HIGHWAY GRADE.   A PENNSYLVANIA
 LZ1423'DEPARTMENT OF HIGHWAYS STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2007 ***********************************************************************
 KX2007  DESIGNATION -  DONEGAL
 KX2007  PID         -  KX2007
 KX2007  STATE/COUNTY-  PA/WESTMORELAND
 KX2007  USGS QUAD   -  DONEGAL (1993)
 KX2007
 KX2007                         *CURRENT SURVEY CONTROL
 KX2007  ___________________________________________________________________
 KX2007* NAD 83(1992)-  40 06 24.91340(N)    079 23 23.73751(W)     ADJUSTED  
 KX2007* NAVD 88     -       581.     (meters)    1906.     (feet)  SCALED    
 KX2007  ___________________________________________________________________
 KX2007  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 KX2007  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KX2007
 KX2007  HORZ ORDER  -  THIRD
 KX2007
 KX2007.The horizontal coordinates were established by classical geodetic methods
 KX2007.and adjusted by the National Geodetic Survey in June 2002..
 KX2007
 KX2007.The orthometric height was scaled from a topographic map.
 KX2007
 KX2007.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2007
 KX2007.The geoid height was determined by GEOID03.
 KX2007
 KX2007;                    North         East     Units Scale Factor Converg.
 KX2007;SPC PA S     -    87,193.054   460,190.160   MT  0.99997740   -1 03 50.3
 KX2007;SPC PA S     -   286,065.88  1,509,807.22   sFT  0.99997740   -1 03 50.3
 KX2007;UTM  17      - 4,440,866.717   637,223.853   MT  0.99983181   +1 02 14.6
 KX2007
 KX2007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2007!SPC PA S     -   0.99991394  x   0.99997740  =   0.99989135
 KX2007!UTM  17      -   0.99991394  x   0.99983181  =   0.99974577
 KX2007
 KX2007:                Primary Azimuth Mark                     Grid Az
 KX2007:SPC PA S     -  PARKS                                    018 38 03.6
 KX2007:UTM  17      -  PARKS                                    016 31 58.7
 KX2007
 KX2007|---------------------------------------------------------------------|
 KX2007| PID    Reference Object                     Distance      Geod. Az  |
 KX2007|                                                           dddmmss.s |
 KX2007| KX2016 PARKS                               APPROX.16.7 KM 0173413.3 |
 KX2007|---------------------------------------------------------------------|
 KX2007
 KX2007                          SUPERSEDED SURVEY CONTROL
 KX2007
 KX2007  NAD 83(1995)-  40 06 24.91518(N)    079 23 23.74197(W) AD(       ) 3
 KX2007  NAD 83(1986)-  40 06 24.91713(N)    079 23 23.74209(W) AD(       ) 3
 KX2007  NAD 27      -  40 06 24.64073(N)    079 23 24.56015(W) AD(       ) 3
 KX2007
 KX2007.Superseded values are not recommended for survey control.
 KX2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2007.See file dsdata.txt to determine how the superseded data were derived.
 KX2007
 KX2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE3722440867(NAD 83)
 KX2007
 KX2007  HISTORY     - Date     Condition        Report By
 KX2007  HISTORY     - 1911     FIRST OBSERVED   USGS
 KX2007
 KX2007                          STATION DESCRIPTION
 KX2007
 KX2007'DESCRIBED BY US GEOLOGICAL SURVEY 1911
 KX2007'STATION IS LOCATED IN CENTER OF CONICAL ROOF OF HOUSE OWNED BY J. P.
 KX2007'HELEN, WHO LIVES 0.5 MI SW. OF DONEGAL, DONEGAL TOWNSHIP.  (THE ROOF
 KX2007'IS CONICAL ABOVE CENTER OF THREE-STORY HOUSE).
 KX2007'
 KX2007'STATION MARK, CENTER OF HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3206 ***********************************************************************
 KW3206  DESIGNATION -  DONEPORT
 KW3206  PID         -  KW3206
 KW3206  STATE/COUNTY-  PA/LANCASTER
 KW3206  USGS QUAD   -  COLUMBIA WEST (1990)
 KW3206
 KW3206                         *CURRENT SURVEY CONTROL
 KW3206  ___________________________________________________________________
 KW3206* NAD 83(1992)-  40 05 33.11846(N)    076 34 17.13284(W)     ADJUSTED  
 KW3206* NAVD 88     -       126.4    (meters)     415.     (feet)  VERTCON   
 KW3206  ___________________________________________________________________
 KW3206  X           -   1,134,729.413 (meters)                     COMP
 KW3206  Y           -  -4,752,580.647 (meters)                     COMP
 KW3206  Z           -   4,085,910.363 (meters)                     COMP
 KW3206  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 KW3206  ELLIP HEIGHT-          92.31  (meters)          (06/21/02) GPS OBS
 KW3206  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 KW3206
 KW3206  HORZ ORDER  -  THIRD
 KW3206  ELLP ORDER  -  FOURTH    CLASS I
 KW3206
 KW3206.The horizontal coordinates were established by GPS observations
 KW3206.and adjusted by the National Geodetic Survey in June 2002..
 KW3206
 KW3206.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW3206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW3206
 KW3206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KW3206
 KW3206.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3206
 KW3206.The ellipsoidal height was determined by GPS observations
 KW3206.and is referenced to NAD 83.
 KW3206
 KW3206.The geoid height was determined by GEOID03.
 KW3206
 KW3206;                    North         East     Units Scale Factor Converg.
 KW3206;SPC PA S     -    84,968.035   700,501.915   MT  0.99997892   +0 45 52.7
 KW3206;SPC PA S     -   278,765.96  2,298,230.03   sFT  0.99997892   +0 45 52.7
 KW3206;UTM  18      - 4,439,210.785   366,041.901   MT  0.99982091   -1 00 43.9
 KW3206
 KW3206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3206!SPC PA S     -   0.99998552  x   0.99997892  =   0.99996444
 KW3206!UTM  18      -   0.99998552  x   0.99982091  =   0.99980643
 KW3206
 KW3206                          SUPERSEDED SURVEY CONTROL
 KW3206
 KW3206  NAD 83(1991)-  40 05 33.11274(N)    076 34 17.13678(W) AD(       ) 3
 KW3206  ELLIP H (01/27/92)   92.54   (m)                       GP(       ) 4 1
 KW3206  NAD 83(1986)-  40 05 33.11105(N)    076 34 17.13866(W) AD(       ) 3
 KW3206  NGVD 29 (09/11/89)  126.7    (m)          416.     (f) GPS OBS        
 KW3206
 KW3206.Superseded values are not recommended for survey control.
 KW3206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3206.See file dsdata.txt to determine how the superseded data were derived.
 KW3206
 KW3206_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK6604239211(NAD 83)
 KW3206_MARKER: I = METAL ROD
 KW3206_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KW3206_SP_SET: STAINLESS STEEL ROD
 KW3206_STAMPING: DONEPORT 1988
 KW3206_MARK LOGO: NGS   
 KW3206_PROJECTION: FLUSH
 KW3206_MAGNETIC: I = MARKER IS A STEEL ROD
 KW3206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW3206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW3206+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 KW3206_ROD/PIPE-DEPTH: 6.4  meters
 KW3206
 KW3206  HISTORY     - Date     Condition        Report By
 KW3206  HISTORY     - 1988     MONUMENTED       NGS
 KW3206  HISTORY     - 19890130 GOOD
 KW3206  HISTORY     - 20060318 GOOD             GEOCAC
 KW3206
 KW3206                          STATION DESCRIPTION
 KW3206
 KW3206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KW3206'THE STATION IS LOCATED ABOUT 2.0 KM (1.25 MI) NORTH-NORTHEAST OF
 KW3206'MAYTOWN, 1.1 KM (0.70 MI) SOUTHWEST OF DONEGAL SPRINGS, AT THE MOUNT
 KW3206'JOY-DONEGAL SPRINGS AIRPARK, 0.25 KM (0.15 MI) WEST OF THE EAST END OF
 KW3206'AND ON THE NORTH EDGE OF THE SINGLE ASPHALT RUNWAY.
 KW3206'OWNERSHIP--DONEGAL SPRINGS AIRPARK INCORPORATED, C/O PRESIDENT GILBERT
 KW3206'STOUT, RD 1 BOX 140A, MARIETTA PA 17547.  PHONE 717-653-8181.
 KW3206'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN THE CENTER OF MAYTOWN,
 KW3206'GO NORTHWEST FOR 2.0 KM (1.25 MI) ON STATE HIGHWAY 743 TO A PAVED
 KW3206'CROSSROAD.  TURN RIGHT AND GO EAST FOR 1.1 KM (0.70 MI) ON DONEGAL
 KW3206'SPRINGS ROAD TO PAVED SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH
 KW3206'FOR 0.7 KM (0.45 MI) ON ENDSLOW ROAD TO A PAVED SIDE ROAD ON THE LEFT.
 KW3206'TURN LEFT AND GO NORTHEAST FOR 0.5 KM (0.30 MI) ON AIRPORT ROAD TO A
 KW3206'PAVED DRIVE ON THE LEFT.  TURN LEFT AND GO NORTH FOR 0.1 KM (0.05 MI)
 KW3206'ON THE PAVED DRIVE AROUND THE WEST SIDE OF THE WEST HANGAR TO AN
 KW3206'ASPHALT TAXIWAY.  TURN RIGHT AND GO EAST FOR 0.1 KM (0.05 MI) ON THE
 KW3206'TAXIWAY ON THE NORTH SIDE OF THE HANGARS AND AIRPORT ADMINISTRATION
 KW3206'BUILDING TO THE MAIN CONNECTING TAXIWAY.  TURN LEFT AND GO NORTH FOR
 KW3206'0.2 KM (0.10 MI) ON THE MAIN CONNECTING TAXIWAY TO THE RUNWAY.  TURN
 KW3206'RIGHT AND GO EAST FOR 0.4 KM (0.25 MI) ON THE RUNWAY TO THE STATION ON
 KW3206'THE LEFT.
 KW3206'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 KW3206'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 6.4 METERS IN A GREASE
 KW3206'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 KW3206'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 KW3206'12.5 M (41.0 FT) NORTH FROM THE CENTER OF THE RUNWAY AND 2.8 M
 KW3206'(9.2 FT) WEST-NORTHWEST FROM THE FOURTH WHITE RUNWAY LIGHT ON THE
 KW3206'NORTH SIDE OF THE RUNWAY FROM THE EAST END OF THE RUNWAY.
 KW3206'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 KW3206
 KW3206                          STATION RECOVERY (1989)
 KW3206
 KW3206'RECOVERED 1989
 KW3206'RECOVERED IN GOOD CONDITION.
 KW3206
 KW3206                          STATION RECOVERY (2006)
 KW3206
 KW3206'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW3206'MARK IS 9.2 FEET AT 312 DEGREES FROM THE 4TH RUNWAY LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0236 ***********************************************************************
 KX0236  DESIGNATION -  DONNELLY
 KX0236  PID         -  KX0236
 KX0236  STATE/COUNTY-  PA/HUNTINGDON
 KX0236  USGS QUAD   -  SPRUCE CREEK (1977)
 KX0236
 KX0236                         *CURRENT SURVEY CONTROL
 KX0236  ___________________________________________________________________
 KX0236* NAD 83(1992)-  40 32 50.30487(N)    078 10 23.37041(W)     ADJUSTED  
 KX0236* NAVD 88     -       347.187  (meters)    1139.06   (feet)  ADJUSTED  
 KX0236  ___________________________________________________________________
 KX0236  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 KX0236  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KX0236  DYNAMIC HT  -         347.012 (meters)    1138.49  (feet)  COMP
 KX0236  MODELED GRAV-     980,111.9   (mgal)                       NAVD 88
 KX0236
 KX0236  HORZ ORDER  -  SECOND
 KX0236  VERT ORDER  -  SECOND    CLASS 0
 KX0236
 KX0236.The horizontal coordinates were established by classical geodetic methods
 KX0236.and adjusted by the National Geodetic Survey in June 2002..
 KX0236
 KX0236.The orthometric height was determined by differential leveling
 KX0236.and adjusted by the National Geodetic Survey in June 1991..
 KX0236
 KX0236.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX0236
 KX0236.The geoid height was determined by GEOID03.
 KX0236
 KX0236.The dynamic height is computed by dividing the NAVD 88
 KX0236.geopotential number by the normal gravity value computed on the
 KX0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0236.degrees latitude (g = 980.6199 gals.).
 KX0236
 KX0236.The modeled gravity was interpolated from observed gravity values.
 KX0236
 KX0236;                    North         East     Units Scale Factor Converg.
 KX0236;SPC PA S     -   134,879.948   564,156.552   MT  0.99996092   -0 16 28.4
 KX0236;SPC PA S     -   442,518.63  1,850,903.62   sFT  0.99996092   -0 16 28.4
 KX0236;UTM  17      - 4,492,346.286   739,376.069   MT  1.00030538   +1 50 18.7
 KX0236
 KX0236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX0236!SPC PA S     -   0.99995076  x   0.99996092  =   0.99991168
 KX0236!UTM  17      -   0.99995076  x   1.00030538  =   1.00025613
 KX0236
 KX0236|---------------------------------------------------------------------|
 KX0236| PID    Reference Object                     Distance      Geod. Az  |
 KX0236|                                                           dddmmss.s |
 KX0236| KX0237 DONNELLY RM 1                        14.197 METERS 03220     |
 KX0236| KX0235 DONNELLY RM 2                         7.166 METERS 17912     |
 KX0236| CJ9680 DONNELLY AZ MK                                     2263116.9 |
 KX0236|---------------------------------------------------------------------|
 KX0236
 KX0236                          SUPERSEDED SURVEY CONTROL
 KX0236
 KX0236  NAD 83(1986)-  40 32 50.31180(N)    078 10 23.37847(W) AD(       ) 2
 KX0236  NAD 27      -  40 32 50.05600(N)    078 10 24.34216(W) AD(       ) 2
 KX0236  NGVD 29 (??/??/92)  347.379  (m)         1139.69   (f) ADJ UNCH    2 0
 KX0236
 KX0236.Superseded values are not recommended for survey control.
 KX0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0236.See file dsdata.txt to determine how the superseded data were derived.
 KX0236
 KX0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE3937692346(NAD 83)
 KX0236_MARKER: DE = TRAVERSE STATION DISK
 KX0236_SETTING: 66 = SET IN ROCK OUTCROP
 KX0236_SP_SET: BEDROCK
 KX0236_STAMPING: DONNELLY 1966
 KX0236_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX0236+STABILITY: POSITION/ELEVATION WELL
 KX0236
 KX0236  HISTORY     - Date     Condition        Report By
 KX0236  HISTORY     - 1967     MONUMENTED       CGS
 KX0236  HISTORY     - 1967     GOOD             NGS
 KX0236  HISTORY     - 1973     GOOD             BAKER
 KX0236
 KX0236                          STATION DESCRIPTION
 KX0236
 KX0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX0236'THE STATION IS LOCATED ABOUT 9 AIRLINE MILES WEST NORTHWEST OF
 KX0236'HUNTINGDON, 7 AIRLINE MILES NORTH NORTHEAST OF
 KX0236'WILLIAMSBURG AND 2-1/2 AIRLINE MILES SOUTHWEST OF WATER STREET.  IT
 KX0236'IS ON THE SOUTHEAST SIDE OF U.S. HIGHWAY 22 AND ON PROPERTY OF MR.
 KX0236'JOHN DONNELLY, WHO LIVES ABOUT 1-1/4 MILES NORTHEAST OF THE STATION.
 KX0236'
 KX0236'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 22 AND
 KX0236'STATE HIGHWAY 350, AT THE SOUTHEAST EDGE OF WATER STREET, GO
 KX0236'WESTERLY ON HIGHWAY 22 FOR 2.55 MILES TO A GATE ON THE LEFT AT THE
 KX0236'TOP OF HILL.  (TO REACH THE AZIMUTH MARK FROM THIS POINT, GO
 KX0236'WESTERLY ON THE HIGHWAY FOR 0.85 MILE TO THE MARK ON THE LEFT IN A
 KX0236'CATCH BASIN.) TURN LEFT, PASS THROUGH THE GATE AND GO EAST AND
 KX0236'NORTH, UP-HILL, FOR 0.1 MILE TO A DIM FORK.  TURN RIGHT AND GO WEST
 KX0236'ACROSS A CULTIVATED FIELD FOR ABOUT 75 YARDS TO THE STATION.
 KX0236'
 KX0236'THE STATION MARK IS ABOUT 100 YARDS NORTHWEST OF THE WEST ONE OF TWO
 KX0236'HIGHLINE TOWERS, ABOUT 75 YARDS SOUTH SOUTHEAST OF U.S. HIGHWAY
 KX0236'22 AND ABOUT 50 YARDS NORTH NORTHWEST OF THE HIGHEST POINT OF THE
 KX0236'HILL.  THE MARK IS A STANDARD TRAVERSE DISK CEMENTED IN A
 KX0236'DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE SURFACE AND STAMPED
 KX0236'DONNELLY 1966.
 KX0236'
 KX0236'REFERENCE MARK NUMBER 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 KX0236'IN OUTCROPPING BEDROCK FLUSH WITH THE SURFACE AND STAMPED DONNELLY
 KX0236'NO 1 1966.
 KX0236'
 KX0236'REFERENCE MARK NUMBER 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 KX0236'IN OUTCROPPING BEDROCK FLUSH WITH THE SURFACE AND STAMPED DONNELLY
 KX0236'NO 2 1966.
 KX0236'
 KX0236'THE AZIMUTH MARK IS 22 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 KX0236'22, 6.4 FEET NORTH OF A METAL WITNESS POST AND IN A CONCRETE CATCH
 KX0236'BASIN.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 KX0236'CATCH BASIN AND STAMPED DONNELLY 1966.
 KX0236
 KX0236                          STATION RECOVERY (1967)
 KX0236
 KX0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KX0236'12.9 MI SE FROM FRANKSTOWN.
 KX0236'ABOUT 12.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 22 FROM ITS
 KX0236'JUNCTION WITH FRANKSTOWN ROAD IN FRANKSTOWN TO THE TOP OF HILL,
 KX0236'2.6 MILES WEST OF THE SMALL VILLAGE OF WATER STREET, 75 YARDS
 KX0236'SOUTH-SOUTHEAST OF THE CENTERLINE OF HIGHWAY, 300 FEET
 KX0236'NORTHWEST OF THE WEST ONE OF TWO HIGHLINE TOWERS, 50 YARDS
 KX0236'NORTH OF THE HIGHEST POINT OF THE HILL, 46.58 FEET SOUTHWEST
 KX0236'OF RM 1, 23.51 FEET NORTH OF RM 2, SET IN THE TOP OF AN
 KX0236'OUTCROP OF BEDROCK, FLUSH, AND IS ABOUT 50 FEET ABOVE THE
 KX0236'LEVEL OF THE HIGHWAY.  NOTE-- ABOUT 13.8 MILES NORTHWEST OF
 KX0236'HUNTINGDON.
 KX0236
 KX0236                          STATION RECOVERY (1973)
 KX0236
 KX0236'RECOVERY NOTE BY M BAKER JR INCORPORATED 1973 (KFH)
 KX0236'THE STATION, AZIMUTH MARK, AND BOTH RM 1 AND RM 2 WERE RECOVERED AS
 KX0236'DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0238 ***********************************************************************
 KX0238  DESIGNATION -  DONNELLY AZ
 KX0238  PID         -  KX0238
 KX0238  STATE/COUNTY-  PA/BLAIR
 KX0238  USGS QUAD   -  SPRUCE CREEK (1977)
 KX0238
 KX0238                         *CURRENT SURVEY CONTROL
 KX0238  ___________________________________________________________________
 KX0238* NAD 83(1986)-  40 32 16.     (N)    078 11 11.     (W)     SCALED    
 KX0238* NAVD 88     -       314.450  (meters)    1031.66   (feet)  ADJUSTED  
 KX0238  ___________________________________________________________________
 KX0238  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KX0238  DYNAMIC HT  -         314.291 (meters)    1031.14  (feet)  COMP
 KX0238  MODELED GRAV-     980,109.5   (mgal)                       NAVD 88
 KX0238
 KX0238  VERT ORDER  -  SECOND    CLASS 0
 KX0238
 KX0238.The horizontal coordinates were scaled from a topographic map and have
 KX0238.an estimated accuracy of +/- 6 seconds.
 KX0238
 KX0238.The orthometric height was determined by differential leveling
 KX0238.and adjusted by the National Geodetic Survey in June 1991..
 KX0238
 KX0238.The geoid height was determined by GEOID03.
 KX0238
 KX0238.The dynamic height is computed by dividing the NAVD 88
 KX0238.geopotential number by the normal gravity value computed on the
 KX0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0238.degrees latitude (g = 980.6199 gals.).
 KX0238
 KX0238.The modeled gravity was interpolated from observed gravity values.
 KX0238
 KX0238;                    North         East    Units  Estimated Accuracy
 KX0238;SPC PA S     -   133,830.      563,030.      MT  (+/- 180 meters Scaled)
 KX0238
 KX0238                          SUPERSEDED SURVEY CONTROL
 KX0238
 KX0238  NGVD 29 (??/??/92)  314.640  (m)         1032.28   (f) ADJ UNCH    2 0
 KX0238
 KX0238.Superseded values are not recommended for survey control.
 KX0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0238.See file dsdata.txt to determine how the superseded data were derived.
 KX0238
 KX0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE382912(NAD 83)
 KX0238_MARKER: DZ = AZIMUTH MARK DISK
 KX0238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0238_SP_SET: CATCH BASIN
 KX0238_STAMPING: DONNELLY 1966
 KX0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0238
 KX0238  HISTORY     - Date     Condition        Report By
 KX0238  HISTORY     - 1966     MONUMENTED       CGS
 KX0238  HISTORY     - 1967     GOOD             NGS
 KX0238
 KX0238                          STATION DESCRIPTION
 KX0238
 KX0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0238'12 MI SE FROM FRANKSTOWN.
 KX0238'ABOUT 12.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 22 FROM ITS
 KX0238'JUNCTION WITH FRANKSTOWN ROAD IN FRANKSTOWN, 22 FEET SOUTH OF
 KX0238'THE CENTERLINE OF HIGHWAY, 6.4 FEET NORTH OF A METAL WITNESS
 KX0238'SIGN, SET IN THE TOP OF THE WEST END OF BACKWALL OF A CATCHBASIN
 KX0238'AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0237 ***********************************************************************
 KX0237  DESIGNATION -  DONNELLY RM 1
 KX0237  PID         -  KX0237
 KX0237  STATE/COUNTY-  PA/HUNTINGDON
 KX0237  USGS QUAD   -  SPRUCE CREEK (1977)
 KX0237
 KX0237                         *CURRENT SURVEY CONTROL
 KX0237  ___________________________________________________________________
 KX0237* NAD 83(1986)-  40 32 50.     (N)    078 10 23.     (W)     SCALED    
 KX0237* NAVD 88     -       346.759  (meters)    1137.66   (feet)  ADJUSTED  
 KX0237  ___________________________________________________________________
 KX0237  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KX0237  DYNAMIC HT  -         346.585 (meters)    1137.09  (feet)  COMP
 KX0237  MODELED GRAV-     980,111.9   (mgal)                       NAVD 88
 KX0237
 KX0237  VERT ORDER  -  SECOND    CLASS 0
 KX0237
 KX0237.The horizontal coordinates were scaled from a topographic map and have
 KX0237.an estimated accuracy of +/- 6 seconds.
 KX0237
 KX0237.The orthometric height was determined by differential leveling
 KX0237.and adjusted by the National Geodetic Survey in June 1991..
 KX0237
 KX0237.The geoid height was determined by GEOID03.
 KX0237
 KX0237.The dynamic height is computed by dividing the NAVD 88
 KX0237.geopotential number by the normal gravity value computed on the
 KX0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0237.degrees latitude (g = 980.6199 gals.).
 KX0237
 KX0237.The modeled gravity was interpolated from observed gravity values.
 KX0237
 KX0237;                    North         East    Units  Estimated Accuracy
 KX0237;SPC PA S     -   134,870.      564,170.      MT  (+/- 180 meters Scaled)
 KX0237
 KX0237                          SUPERSEDED SURVEY CONTROL
 KX0237
 KX0237  NGVD 29 (??/??/92)  346.952  (m)         1138.29   (f) ADJ UNCH    2 0
 KX0237
 KX0237.Superseded values are not recommended for survey control.
 KX0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0237.See file dsdata.txt to determine how the superseded data were derived.
 KX0237
 KX0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE393923(NAD 83)
 KX0237_MARKER: DR = REFERENCE MARK DISK
 KX0237_SETTING: 66 = SET IN ROCK OUTCROP
 KX0237_SP_SET: BEDROCK
 KX0237_STAMPING: DONNELLY NO 1 1966
 KX0237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX0237+STABILITY: POSITION/ELEVATION WELL
 KX0237
 KX0237  HISTORY     - Date     Condition        Report By
 KX0237  HISTORY     - 1966     MONUMENTED       CGS
 KX0237  HISTORY     - 1967     GOOD             NGS
 KX0237
 KX0237                          STATION DESCRIPTION
 KX0237
 KX0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0237'12.9 MI SE FROM FRANKSTOWN.
 KX0237'AT THE DONNELY STATION MARK-- 46.58 FEET NORTHEAST OF THE
 KX0237'STATION, SET IN THE TOP OF AN OUTCROP OF BEDROCK, FLUSH, AND IS
 KX0237'ABOUT 1 FOOT BELOW THE LEVEL OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0235 ***********************************************************************
 KX0235  DESIGNATION -  DONNELLY RM 2
 KX0235  PID         -  KX0235
 KX0235  STATE/COUNTY-  PA/HUNTINGDON
 KX0235  USGS QUAD   -  SPRUCE CREEK (1977)
 KX0235
 KX0235                         *CURRENT SURVEY CONTROL
 KX0235  ___________________________________________________________________
 KX0235* NAD 83(1986)-  40 32 50.     (N)    078 10 23.     (W)     SCALED    
 KX0235* NAVD 88     -       347.481  (meters)    1140.03   (feet)  ADJUSTED  
 KX0235  ___________________________________________________________________
 KX0235  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KX0235  DYNAMIC HT  -         347.307 (meters)    1139.46  (feet)  COMP
 KX0235  MODELED GRAV-     980,111.9   (mgal)                       NAVD 88
 KX0235
 KX0235  VERT ORDER  -  SECOND    CLASS 0
 KX0235
 KX0235.The horizontal coordinates were scaled from a topographic map and have
 KX0235.an estimated accuracy of +/- 6 seconds.
 KX0235
 KX0235.The orthometric height was determined by differential leveling
 KX0235.and adjusted by the National Geodetic Survey in June 1991..
 KX0235
 KX0235.The geoid height was determined by GEOID03.
 KX0235
 KX0235.The dynamic height is computed by dividing the NAVD 88
 KX0235.geopotential number by the normal gravity value computed on the
 KX0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0235.degrees latitude (g = 980.6199 gals.).
 KX0235
 KX0235.The modeled gravity was interpolated from observed gravity values.
 KX0235
 KX0235;                    North         East    Units  Estimated Accuracy
 KX0235;SPC PA S     -   134,870.      564,170.      MT  (+/- 180 meters Scaled)
 KX0235
 KX0235                          SUPERSEDED SURVEY CONTROL
 KX0235
 KX0235  NGVD 29 (??/??/92)  347.674  (m)         1140.66   (f) ADJ UNCH    2 0
 KX0235
 KX0235.Superseded values are not recommended for survey control.
 KX0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0235.See file dsdata.txt to determine how the superseded data were derived.
 KX0235
 KX0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE393923(NAD 83)
 KX0235_MARKER: DR = REFERENCE MARK DISK
 KX0235_SETTING: 66 = SET IN ROCK OUTCROP
 KX0235_SP_SET: BEDROCK
 KX0235_STAMPING: DONNELLY NO 2 1966
 KX0235_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX0235+STABILITY: POSITION/ELEVATION WELL
 KX0235
 KX0235  HISTORY     - Date     Condition        Report By
 KX0235  HISTORY     - 1966     MONUMENTED       CGS
 KX0235  HISTORY     - 1967     GOOD             NGS
 KX0235
 KX0235                          STATION DESCRIPTION
 KX0235
 KX0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0235'12.9 MI SW FROM FRANKSTOWN.
 KX0235'AT THE DONNELLY STATION SITE-- 23.51 FEET SOUTH OF THE STATION
 KX0235'MARK, SET IN THE TOP OF AN OUTCROP OF BEDROCK, FLUSH, AND
 KX0235'IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0392 ***********************************************************************
 MB0392  DESIGNATION -  DONNER
 MB0392  PID         -  MB0392
 MB0392  STATE/COUNTY-  PA/MERCER
 MB0392  USGS QUAD   -  GREENFIELD (1970)
 MB0392
 MB0392                         *CURRENT SURVEY CONTROL
 MB0392  ___________________________________________________________________
 MB0392* NAD 83(1992)-  41 11 29.10893(N)    080 21 49.72804(W)     ADJUSTED  
 MB0392* NAVD 88     -       386.299  (meters)    1267.38   (feet)  ADJUSTED  
 MB0392  ___________________________________________________________________
 MB0392  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 MB0392  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 MB0392  DYNAMIC HT  -         386.126 (meters)    1266.82  (feet)  COMP
 MB0392  MODELED GRAV-     980,162.7   (mgal)                       NAVD 88
 MB0392
 MB0392  HORZ ORDER  -  SECOND
 MB0392  VERT ORDER  -  SECOND    CLASS 0
 MB0392
 MB0392.The horizontal coordinates were established by classical geodetic methods
 MB0392.and adjusted by the National Geodetic Survey in June 2002..
 MB0392
 MB0392.The orthometric height was determined by differential leveling
 MB0392.and adjusted by the National Geodetic Survey in June 1991..
 MB0392
 MB0392.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB0392
 MB0392.The geoid height was determined by GEOID03.
 MB0392
 MB0392.The dynamic height is computed by dividing the NAVD 88
 MB0392.geopotential number by the normal gravity value computed on the
 MB0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0392.degrees latitude (g = 980.6199 gals.).
 MB0392
 MB0392.The modeled gravity was interpolated from observed gravity values.
 MB0392
 MB0392;                    North         East     Units Scale Factor Converg.
 MB0392;SPC PA N     -   117,110.804   380,764.842   MT  0.99996458   -1 43 44.9
 MB0392;SPC PA N     -   384,221.03  1,249,225.99   sFT  0.99996458   -1 43 44.9
 MB0392;SPC PA S     -   209,567.957   380,746.365   MT  1.00004306   -1 41 45.0
 MB0392;SPC PA S     -   687,557.54  1,249,165.37   sFT  1.00004306   -1 41 45.0
 MB0392;UTM  17      - 4,560,201.821   553,349.327   MT  0.99963503   +0 25 08.4
 MB0392
 MB0392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB0392!SPC PA N     -   0.99994471  x   0.99996458  =   0.99990929
 MB0392!SPC PA S     -   0.99994471  x   1.00004306  =   0.99998777
 MB0392!UTM  17      -   0.99994471  x   0.99963503  =   0.99957976
 MB0392
 MB0392|---------------------------------------------------------------------|
 MB0392| PID    Reference Object                     Distance      Geod. Az  |
 MB0392|                                                           dddmmss.s |
 MB0392| MB0391 DONNER RM 1                          61.554 METERS 09148     |
 MB0392| MB0389 DONNER AZ MK RESET                                 0932040.9 |
 MB0392| CW9713 DONNER AZ MK                                       1852127.8 |
 MB0392| CW9714 DONNER RM 2                                        20851     |
 MB0392| MB0393 DONNER RM 3                          90.178 METERS 20913     |
 MB0392|---------------------------------------------------------------------|
 MB0392
 MB0392                          SUPERSEDED SURVEY CONTROL
 MB0392
 MB0392  NAD 83(1995)-  41 11 29.10976(N)    080 21 49.72847(W) AD(       ) 2
 MB0392  NAD 83(1986)-  41 11 29.11357(N)    080 21 49.73148(W) AD(       ) 2
 MB0392  NAD 27      -  41 11 28.90300(N)    080 21 50.49300(W) AD(       ) 2
 MB0392  NGVD 29 (??/??/92)  386.458  (m)         1267.90   (f) ADJ UNCH    2 0
 MB0392
 MB0392.Superseded values are not recommended for survey control.
 MB0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0392.See file dsdata.txt to determine how the superseded data were derived.
 MB0392
 MB0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF5334960202(NAD 83)
 MB0392_MARKER: DS = TRIANGULATION STATION DISK
 MB0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0392_STAMPING: DONNER 1937
 MB0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0392+STABILITY: SURFACE MOTION
 MB0392
 MB0392  HISTORY     - Date     Condition        Report By
 MB0392  HISTORY     - 1937     MONUMENTED       PAGS
 MB0392  HISTORY     - 1956     SEE DESCRIPTION  USGS
 MB0392  HISTORY     - 1958     SEE DESCRIPTION  CGS
 MB0392  HISTORY     - 1958     GOOD             NGS
 MB0392
 MB0392                          STATION DESCRIPTION
 MB0392
 MB0392'DESCRIBED BY PENNSYLVANIA GEODETIC SURVEY 1937
 MB0392'LOCATED 0.4 MILE S OF GREENFIELD ON LAND OWNED BY MARIE DONNER.
 MB0392'STATION IS IN DONNERS FRONT LAWN, NE OF HOUSE, 4 PACES S OF
 MB0392'STUMP AND 7 PACES W OF CENTER LINE OF ROAD.
 MB0392'
 MB0392'SURFACE AND UNDERGROUND MARKS ARE PA. COORDINATE SYSTEM STANDARD
 MB0392'BRONZE DISKS SET IN SQUARE BLOCKS OF CONCRETE.
 MB0392'
 MB0392'REFERENCE MARK NO. 1 IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK
 MB0392'SET IN 3 1/2- BY 2 1/2- FOOT POST BOULDER, PROJECTING 1.3
 MB0392'FEET, AND IS 17 FEET N OF CENTER LINE OF DIRT ROAD LEADING E FROM
 MB0392'STATION.
 MB0392'
 MB0392'REFERENCE MARK NO. 2 IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK
 MB0392'SET IN DRESSED SANDSTONE POST, AND IS 23 FEET W OF CENTER LINE OF
 MB0392'ROAD AT CURVE, 2 FEET NE OF TELEPHONE POLE, S OF MRS. DONNERS HOUSE.
 MB0392'
 MB0392'AZIMUTH MARK IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK SET IN
 MB0392'SANDSTONE POST, APPROXIMATELY 0.8- BY 0.8 FOOT AND PROJECTING 0.3
 MB0392'FOOT.  REACHED BY GOING S ON ROUTE 43006 FOR 0.6 MILE TO FARM ROAD,
 MB0392'THENCE RIGHT, W ABOUT 40 FEET.  MARK IS ON FENCE LINE ON LEFT OR S.
 MB0392'
 MB0392'TO REACH STATION FROM MERCER GO W ON U.S. ROUTE 62 TO CHARLESTON,
 MB0392'THENCE S ON ROUTE 43006, 3.4 MILES TO T INTERSECTION WITH E DIRT
 MB0392'ROAD.
 MB0392'
 MB0392'HEIGHT OF LIGHT ABOVE STATION MARK- 26.5 METERS.
 MB0392
 MB0392                          STATION RECOVERY (1956)
 MB0392
 MB0392'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 MB0392'STATION AND REFERENCE MARK 2 WERE NOT FOUND.  REFERENCE MARK 1 HAS
 MB0392'BEEN DISTURBED.
 MB0392
 MB0392                          STATION RECOVERY (1958)
 MB0392
 MB0392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JEG)
 MB0392'THE STATION MARK AND REFERENCE MARK NO 1 WERE RECOVERED AS DESCRIBED
 MB0392'AND IN GOOD CONDITION.  REFERENCE MARK NO 2 WAS RECOVERED BUT WAS
 MB0392'FOUND IN POOR CONDITION.  IT WAS DESTROYED AND A REFERENCE MARK NO 3
 MB0392'WAS ESTABLISHED AT THIS DATE.  THE AZIMUTH MARK WAS SEARCHED FOR
 MB0392'BUT NOT RECOVERED.  APPARENTLY IT HAS BEEN DESTROYED BY HEAVY ROAD
 MB0392'WIDENING EQUIPMENT.  A NEW AZIMUTH MARK WAS ESTABLISHED AT
 MB0392'THIS DATE.  A COMPLETE AND NEW DESCRIPTION FOLLOWS-
 MB0392'
 MB0392'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF A LAWN, ON PROPERTY
 MB0392'OWNED BY A MR. ROBERT ANTHONY.  IT IS ABOUT 7 MILES SOUTHWEST
 MB0392'OF MERCER, ABOUT 4-1/2 MILES EAST-NORTHEAST OF WEST MIDDLESEX AND
 MB0392'ABOUT 0.4 MILE SOUTH OF THE VILLAGE OF GREENFIELD.  IT IS 138 FEET
 MB0392'NORTHEAST OF THE SOUTHEAST CORNER OF MR ANTHONYS FARM HOME, 43 FEET
 MB0392'SOUTH OF A FENCE CORNER, 25 FEET NORTH OF THE CENTER OF A
 MB0392'DRIVEWAY, 24 FEET WEST OF THE CENTER OF A BLACKTOP ROAD AND 12 FEET
 MB0392'SOUTHWEST OF A TELEPHONE POLE.
 MB0392'
 MB0392'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE CORTHOUSE
 MB0392'SQUARE IN MERCER, GO SOUTH ON U.S. HIGHWAY 19 FOR 0.08 MILE TO
 MB0392'THE JUNCTION OF STATE HIGHWAY 468 (WEST BUTLER STREET).  TURN RIGHT,
 MB0392'WEST, ON STATE HIGHWAY 468 AND GO 2.65 MILES TO THE
 MB0392'Y-INTERSECTON OF STATE HIGHWAYS 318 AND 468.  TAKE THE RIGHT HAND
 MB0392'FORK AND GO WEST ON STATE HIGHWAY 318 FOR 4.9 MILES TO A CROSSROAD
 MB0392'IN THE VILLAGE OF GREENFIELD.  TURN LEFT AND GO SOUTH ON A BLACKTOP
 MB0392'ROAD FOR 0.5 MILE TO A T-ROAD ON THE LEFT, A DRIVEWAY AND THE
 MB0392'STATION ON THE RIGHT HAND SIDE OF THE ROAD AS DESCRIBED.
 MB0392'
 MB0392'TO REACH THE AZIMUTH MARK FROM THE STATION, TURN LEFT AT THE T-ROAD
 MB0392'INTERSECTION AND GO EAST ON THE GRAVELED ROAD FOR 0.2 MILE TO THE
 MB0392'MARK ON THE RIGHT HAND, SOUTH, SIDE OF THE ROAD AS DESCRIBED.
 MB0392'
 MB0392'THE STATION MARK, A PENNSYLVANIA COORDINATE SYSTEM BRONZE TABLET
 MB0392'STAMPED DONNER 1937, SET IN THE TOP OF A SQUARE CONCRETE
 MB0392'MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.  AS DESCRIBED IN NOTE
 MB0392'1A, 7A.
 MB0392'
 MB0392'REFERENCE MARK NO 1, A PENNSYLVANIA COORDINATE SYSTEM BRONZE TABLET
 MB0392'STAMPED DONNER NO 1 1937, SET IN A DRILL HOLE WITH CONCRETE IN THE
 MB0392'TOP OF A 3-FOOT BOULDER PROJECTING ABOUT 18 INCHES ABOVE THE SURFACE
 MB0392'OF THE GROUND.  IT IS 82 FEET NORTHEAST OF A POWERLINE POLE, 42
 MB0392'FEET SOUTH OF THE SOUTHEAST CORNER OF A RED BRICK HOUSE AND 20 FEET
 MB0392'NORTH OF THE CENTER OF A GRAVELED ROAD, AS DESCRIBED IN NOTE
 MB0392'12C.
 MB0392'
 MB0392'REFERENCE MARK NO 3, A STANDARD DISK STAMPED DONNER NO 3 1958, SET IN
 MB0392'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE THE
 MB0392'SURFACE OF THE GROUND, AS DESCRIBED IN NOTE 11A.  IT IS 181 FEET
 MB0392'SOUTH OF THE SOUTHEAST CORNER OF THE ANTHONY FARM HOME, 59 FEET
 MB0392'NORTH OF A POWERLINE POLE, 27 FEET WEST OF A BLACKTOP ROAD AND 3 FEET
 MB0392'WEST OF THE UNITED NATURAL GAS COMPANY METAL WITNESS POST.
 MB0392'
 MB0392'THE AZIMUTH MARK, A STANDARD DISK STAMPED DONNER RESET 1958, SET IN
 MB0392'THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE OF
 MB0392'THE GROUND, AS DESCRIBED IN NOTE 16A.  IT IS 21 FEET NORTHWEST OF A
 MB0392'POWERLNE POLE, 14 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD,
 MB0392'1 FOOT WEST OF A STANDARD METAL WITNESS POST AND IS SET IN A
 MB0392'EAST-WEST FENCELINE.
 MB0392
 MB0392                          STATION RECOVERY (1958)
 MB0392
 MB0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 MB0392'4.5 MI NE FROM WEST MIDDLESEX.
 MB0392'FROM WEST MIDDLESEX GO EAST NORTH-EAST FOR 3.9 MILES ON STATE
 MB0392'HY 318 THENCE 0.6 OF A MILE SOUTH FROM THE VILLAGE OF GREENFIELD ON
 MB0392'A BLACK TOP ROAD TO STATION.  SET 24 FEET SOUTH OF THE CENTER
 MB0392'OF THE BLACKTOP ROAD, 12 FEET SOUTH-WEST OF A TELEPHONE POLE,
 MB0392'25 FEET NORTH OF THE DRIVE TO THE FARM HOME OF MR. ROBERT ANTHONY,
 MB0392'WHOS FARM THE STATION IS ON.  43 FEET SOUTH OF A FENCE CORNER,
 MB0392'138 FEET NORTH OF THE SOUTH-EAST CORNER OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0389 ***********************************************************************
 MB0389  DESIGNATION -  DONNER AZ MK RESET
 MB0389  PID         -  MB0389
 MB0389  STATE/COUNTY-  PA/MERCER
 MB0389  USGS QUAD   -  GREENFIELD (1970)
 MB0389
 MB0389                         *CURRENT SURVEY CONTROL
 MB0389  ___________________________________________________________________
 MB0389* NAD 83(1986)-  41 11 28.     (N)    080 21 36.     (W)     SCALED    
 MB0389* NAVD 88     -       378.549  (meters)    1241.96   (feet)  ADJUSTED  
 MB0389  ___________________________________________________________________
 MB0389  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 MB0389  DYNAMIC HT  -         378.379 (meters)    1241.40  (feet)  COMP
 MB0389  MODELED GRAV-     980,162.5   (mgal)                       NAVD 88
 MB0389
 MB0389  VERT ORDER  -  SECOND    CLASS 0
 MB0389
 MB0389.The horizontal coordinates were scaled from a topographic map and have
 MB0389.an estimated accuracy of +/- 6 seconds.
 MB0389
 MB0389.The orthometric height was determined by differential leveling
 MB0389.and adjusted by the National Geodetic Survey in June 1991..
 MB0389
 MB0389.The geoid height was determined by GEOID03.
 MB0389
 MB0389.The dynamic height is computed by dividing the NAVD 88
 MB0389.geopotential number by the normal gravity value computed on the
 MB0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0389.degrees latitude (g = 980.6199 gals.).
 MB0389
 MB0389.The modeled gravity was interpolated from observed gravity values.
 MB0389
 MB0389;                    North         East    Units  Estimated Accuracy
 MB0389;SPC PA N     -   117,070.      381,080.      MT  (+/- 180 meters Scaled)
 MB0389
 MB0389                          SUPERSEDED SURVEY CONTROL
 MB0389
 MB0389  NGVD 29 (??/??/92)  378.708  (m)         1242.48   (f) ADJ UNCH    2 0
 MB0389
 MB0389.Superseded values are not recommended for survey control.
 MB0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0389.See file dsdata.txt to determine how the superseded data were derived.
 MB0389
 MB0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF536601(NAD 83)
 MB0389_MARKER: DZ = AZIMUTH MARK DISK
 MB0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0389_STAMPING: DONNER AZI 1937 RESET
 MB0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0389+STABILITY: SURFACE MOTION
 MB0389
 MB0389  HISTORY     - Date     Condition        Report By
 MB0389  HISTORY     - 1958     MONUMENTED       CGS
 MB0389  HISTORY     - 1958     GOOD             NGS
 MB0389
 MB0389                          STATION DESCRIPTION
 MB0389
 MB0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MB0389'5 MI NE FROM WEST MIDDLESEX.
 MB0389'FROM WEST MIDDLESEX GO NORTH EAST ALONG STATE HIGHWAY 318 FOR
 MB0389'3.9 MILES THENCE SOUTH ON A BLACK TOP ROAD FOR 0.6 OF A MILE
 MB0389'THENCE EAST ON A ROAD FOR 0.2 MILE TO AZI.  LOCATED 14 FEET SOUTH
 MB0389'OF A GRAVEL ROAD, 21 FEET NORTH-WEST OF A POWER POLE, 1 FOOT
 MB0389'WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0391 ***********************************************************************
 MB0391  DESIGNATION -  DONNER RM 1
 MB0391  PID         -  MB0391
 MB0391  STATE/COUNTY-  PA/MERCER
 MB0391  USGS QUAD   -  GREENFIELD (1970)
 MB0391
 MB0391                         *CURRENT SURVEY CONTROL
 MB0391  ___________________________________________________________________
 MB0391* NAD 83(1986)-  41 11 29.     (N)    080 21 50.     (W)     SCALED    
 MB0391* NAVD 88     -       385.800  (meters)    1265.75   (feet)  ADJUSTED  
 MB0391  ___________________________________________________________________
 MB0391  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 MB0391  DYNAMIC HT  -         385.626 (meters)    1265.17  (feet)  COMP
 MB0391  MODELED GRAV-     980,162.7   (mgal)                       NAVD 88
 MB0391
 MB0391  VERT ORDER  -  SECOND    CLASS 0
 MB0391
 MB0391.The horizontal coordinates were scaled from a topographic map and have
 MB0391.an estimated accuracy of +/- 6 seconds.
 MB0391
 MB0391.The orthometric height was determined by differential leveling
 MB0391.and adjusted by the National Geodetic Survey in June 1991..
 MB0391
 MB0391.The geoid height was determined by GEOID03.
 MB0391
 MB0391.The dynamic height is computed by dividing the NAVD 88
 MB0391.geopotential number by the normal gravity value computed on the
 MB0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0391.degrees latitude (g = 980.6199 gals.).
 MB0391
 MB0391.The modeled gravity was interpolated from observed gravity values.
 MB0391
 MB0391;                    North         East    Units  Estimated Accuracy
 MB0391;SPC PA N     -   117,110.      380,760.      MT  (+/- 180 meters Scaled)
 MB0391
 MB0391                          SUPERSEDED SURVEY CONTROL
 MB0391
 MB0391  NGVD 29 (??/??/92)  385.958  (m)         1266.26   (f) ADJ UNCH    2 0
 MB0391
 MB0391.Superseded values are not recommended for survey control.
 MB0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0391.See file dsdata.txt to determine how the superseded data were derived.
 MB0391
 MB0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF533601(NAD 83)
 MB0391_MARKER: DB = BENCH MARK DISK
 MB0391_SETTING: 80 = SET IN A BOULDER
 MB0391_SP_SET: BOULDER
 MB0391_STAMPING: DONNER NO 1 1937
 MB0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0391+STABILITY: SURFACE MOTION
 MB0391
 MB0391  HISTORY     - Date     Condition        Report By
 MB0391  HISTORY     - 1937     MONUMENTED       PAGS
 MB0391  HISTORY     - 1958     GOOD             NGS
 MB0391
 MB0391                          STATION DESCRIPTION
 MB0391
 MB0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MB0391'4.5 MI NE FROM WEST MIDDLESEX.
 MB0391'FROM WEST MIDDLESEX GO NORTH-EAST ALONG STATE HIGHWAY 318 FOR
 MB0391'3.9 MILES TO THE VILLAGE OF GREENFIELD, THENCE SOUTH ON A BLACK
 MB0391'TOP ROAD FOR 0.6 TO STATION.  LOCATED 20 FEET NORTH OF THE CENTER
 MB0391'LINE OF A GRAVEL ROAD, 42 FEET SOUTH-EAST OF THE SOUTH-EAST CORNER
 MB0391'OF A HOUSE, 82 FEET NORTH-EAST OF A POWER POLE, DRILL IN THE TOP
 MB0391'OF A BOULDER PROTRUDEING 18 INCHES OUT OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0393 ***********************************************************************
 MB0393  DESIGNATION -  DONNER RM 3
 MB0393  PID         -  MB0393
 MB0393  STATE/COUNTY-  PA/MERCER
 MB0393  USGS QUAD   -  GREENFIELD (1970)
 MB0393
 MB0393                         *CURRENT SURVEY CONTROL
 MB0393  ___________________________________________________________________
 MB0393* NAD 83(1986)-  41 11 27.     (N)    080 21 52.     (W)     SCALED    
 MB0393* NAVD 88     -       384.582  (meters)    1261.75   (feet)  ADJUSTED  
 MB0393  ___________________________________________________________________
 MB0393  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 MB0393  DYNAMIC HT  -         384.409 (meters)    1261.18  (feet)  COMP
 MB0393  MODELED GRAV-     980,162.7   (mgal)                       NAVD 88
 MB0393
 MB0393  VERT ORDER  -  SECOND    CLASS 0
 MB0393
 MB0393.The horizontal coordinates were scaled from a topographic map and have
 MB0393.an estimated accuracy of +/- 6 seconds.
 MB0393
 MB0393.The orthometric height was determined by differential leveling
 MB0393.and adjusted by the National Geodetic Survey in June 1991..
 MB0393
 MB0393.The geoid height was determined by GEOID03.
 MB0393
 MB0393.The dynamic height is computed by dividing the NAVD 88
 MB0393.geopotential number by the normal gravity value computed on the
 MB0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0393.degrees latitude (g = 980.6199 gals.).
 MB0393
 MB0393.The modeled gravity was interpolated from observed gravity values.
 MB0393
 MB0393;                    North         East    Units  Estimated Accuracy
 MB0393;SPC PA N     -   117,050.      380,710.      MT  (+/- 180 meters Scaled)
 MB0393
 MB0393                          SUPERSEDED SURVEY CONTROL
 MB0393
 MB0393  NGVD 29 (??/??/92)  384.740  (m)         1262.27   (f) ADJ UNCH    2 0
 MB0393
 MB0393.Superseded values are not recommended for survey control.
 MB0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0393.See file dsdata.txt to determine how the superseded data were derived.
 MB0393
 MB0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF532601(NAD 83)
 MB0393_MARKER: DR = REFERENCE MARK DISK
 MB0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0393_STAMPING: DONNER NO3 1937
 MB0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0393+STABILITY: SURFACE MOTION
 MB0393
 MB0393  HISTORY     - Date     Condition        Report By
 MB0393  HISTORY     - 1958     MONUMENTED       CGS
 MB0393  HISTORY     - 1958     GOOD             NGS
 MB0393
 MB0393                          STATION DESCRIPTION
 MB0393
 MB0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MB0393'4.5 MI ENE FROM WEST MIDDLESEX.
 MB0393'FROM WEST MIDDLESEX GO EAST NORTH-EAST ALONG STATE HY 318 THENCE
 MB0393'SOUTH ON A BLACK TOP ROAD FROM THE VILLAGE OF GREENFIELD FOR 0.6
 MB0393'MILE TO STATION.  27 FEET WEST OF THE CENTER OF ROAD, 181 FEET
 MB0393'SOUTH OF THE SOUTH-EAST CORNER OF HOUSE, 59 FEET NORTH OF A
 MB0393'POWER POLE PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1035 ***********************************************************************
 KX1035  DESIGNATION -  DONOHOE
 KX1035  PID         -  KX1035
 KX1035  STATE/COUNTY-  PA/WESTMORELAND
 KX1035  USGS QUAD   -  LATROBE (1993)
 KX1035
 KX1035                         *CURRENT SURVEY CONTROL
 KX1035  ___________________________________________________________________
 KX1035* NAD 83(1986)-  40 18 54.     (N)    079 28 27.     (W)     SCALED    
 KX1035* NAVD 88     -       369.408  (meters)    1211.97   (feet)  ADJUSTED  
 KX1035  ___________________________________________________________________
 KX1035  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KX1035  DYNAMIC HT  -         369.209 (meters)    1211.31  (feet)  COMP
 KX1035  MODELED GRAV-     980,075.2   (mgal)                       NAVD 88
 KX1035
 KX1035  VERT ORDER  -  FIRST     CLASS I
 KX1035
 KX1035.The horizontal coordinates were scaled from a topographic map and have
 KX1035.an estimated accuracy of +/- 6 seconds.
 KX1035
 KX1035.The orthometric height was determined by differential leveling
 KX1035.and adjusted by the National Geodetic Survey in June 1991..
 KX1035
 KX1035.The geoid height was determined by GEOID03.
 KX1035
 KX1035.The dynamic height is computed by dividing the NAVD 88
 KX1035.geopotential number by the normal gravity value computed on the
 KX1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1035.degrees latitude (g = 980.6199 gals.).
 KX1035
 KX1035.The modeled gravity was interpolated from observed gravity values.
 KX1035
 KX1035;                    North         East    Units  Estimated Accuracy
 KX1035;SPC PA S     -   110,430.      453,460.      MT  (+/- 180 meters Scaled)
 KX1035
 KX1035                          SUPERSEDED SURVEY CONTROL
 KX1035
 KX1035  NGVD 29 (??/??/92)  369.562  (m)         1212.47   (f) ADJ UNCH    1 1
 KX1035
 KX1035.Superseded values are not recommended for survey control.
 KX1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1035.See file dsdata.txt to determine how the superseded data were derived.
 KX1035
 KX1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE296638(NAD 83)
 KX1035_MARKER: B = BOLT
 KX1035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1035_SP_SET: STONE OVERPASS
 KX1035_STAMPING: DONOHOE
 KX1035_MARK LOGO: PADT  
 KX1035_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX1035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1035_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KX1035+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1997
 KX1035
 KX1035  HISTORY     - Date     Condition        Report By
 KX1035  HISTORY     - UNK      MONUMENTED       PRR
 KX1035  HISTORY     - 1966     GOOD             NGS
 KX1035  HISTORY     - 19970224 GOOD             NEILAN
 KX1035
 KX1035                          STATION DESCRIPTION
 KX1035
 KX1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX1035'4.2 MI E FROM GREENSBURG.
 KX1035'4.2 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX1035'AT GREENSBURG, ABOUT 0.2 MILE EAST OF MILEPOST 318, SET IN THE
 KX1035'TOP OF THE WEST END OF THE SOUTH STONE HEAD WALL TO A ARCHED
 KX1035'STONE RAILROAD OVERPASS OVER A BLACK TOP ROAD, 6 FEET SOUTH OF THE
 KX1035'SOUTH RAIL OF THE SOUTH ONE OF FOUR TRACKS, 1 FOOT EAST OF THE
 KX1035'WEST END OF THE STONE HEADWALL AND 2 FEET BELOW LEVEL OF TRACK.
 KX1035'NOTE-- LETTERS BM ARE CUT IN STONE 1/2 FOOT EAST OF MARK.
 KX1035
 KX1035                          STATION RECOVERY (1997)
 KX1035
 KX1035'RECOVERY NOTE BY THE NEILAN ENGINEERS INCORPORATED 1997 (TEK)
 KX1035'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE7861 ***********************************************************************
 AE7861  DESIGNATION -  DONOHOE ECC
 AE7861  PID         -  AE7861
 AE7861  STATE/COUNTY-  PA/WESTMORELAND
 AE7861  USGS QUAD   -  LATROBE (1993)
 AE7861
 AE7861                         *CURRENT SURVEY CONTROL
 AE7861  ___________________________________________________________________
 AE7861* NAD 83(1992)-  40 18 55.76865(N)    079 28 27.28607(W)     ADJUSTED  
 AE7861* NAVD 88     -       369.98   (meters)    1213.8    (feet)  LEVELING  
 AE7861  ___________________________________________________________________
 AE7861  X           -     889,707.433 (meters)                     COMP
 AE7861  Y           -  -4,788,418.805 (meters)                     COMP
 AE7861  Z           -   4,104,977.146 (meters)                     COMP
 AE7861  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 AE7861  ELLIP HEIGHT-         337.07  (meters)          (08/10/01) GPS OBS
 AE7861  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 AE7861
 AE7861  HORZ ORDER  -  FIRST
 AE7861  VERT ORDER  -  THIRD ?
 AE7861  ELLP ORDER  -  FOURTH    CLASS II
 AE7861
 AE7861.The horizontal coordinates were established by GPS observations
 AE7861.and adjusted by the National Geodetic Survey in March 1998..
 AE7861
 AE7861.The orthometric height was determined by differential leveling.
 AE7861.The vertical network tie was performed by a horz. field party for horz.
 AE7861.obs reductions. Reset procedures were used to establish the elevation.
 AE7861
 AE7861.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7861
 AE7861.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7861
 AE7861.The ellipsoidal height was determined by GPS observations
 AE7861.and is referenced to NAD 83.
 AE7861
 AE7861.The geoid height was determined by GEOID03.
 AE7861
 AE7861;                    North         East     Units Scale Factor Converg.
 AE7861;SPC PA S     -   110,484.278   453,454.678   MT  0.99996227   -1 07 07.2
 AE7861;SPC PA S     -   362,480.50  1,487,709.22   sFT  0.99996227   -1 07 07.2
 AE7861;UTM  17      - 4,463,891.551   629,639.061   MT  0.99980688   +0 59 14.3
 AE7861
 AE7861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7861!SPC PA S     -   0.99994713  x   0.99996227  =   0.99990940
 AE7861!UTM  17      -   0.99994713  x   0.99980688  =   0.99975402
 AE7861
 AE7861                          SUPERSEDED SURVEY CONTROL
 AE7861
 AE7861  ELLIP H (03/18/98)  337.07   (m)                       GP(       ) 3 1
 AE7861
 AE7861.Superseded values are not recommended for survey control.
 AE7861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7861.See file dsdata.txt to determine how the superseded data were derived.
 AE7861
 AE7861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE2963963892(NAD 83)
 AE7861_MARKER: I = METAL ROD
 AE7861_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AE7861_SP_SET: IRON PIN
 AE7861_STAMPING: DONOHOE ECC
 AE7861_MARK LOGO: PATUCO
 AE7861_MAGNETIC: I = MARKER IS A STEEL ROD
 AE7861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE7861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7861+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7861
 AE7861  HISTORY     - Date     Condition        Report By
 AE7861  HISTORY     - 1997     MONUMENTED       NEILAN
 AE7861
 AE7861                          STATION DESCRIPTION
 AE7861
 AE7861'DESCRIBED BY THE NEILAN ENGINEERS INCORPORATED 1997 (TEK)
 AE7861'THIS STATION WAS SET AS AN ECCENTRIC TO BENCHMARK DONOHOE. THE MARK IS
 AE7861'A REBAR SET IN A FIELD NORTHEAST OF THE BENCHMARK. SEE DONOHOE FOR TO
 AE7861'REACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2547 ***********************************************************************
 KV2547  DESIGNATION -  DORNEY
 KV2547  PID         -  KV2547
 KV2547  STATE/COUNTY-  PA/LEHIGH
 KV2547  USGS QUAD   -  ALLENTOWN WEST (1992)
 KV2547
 KV2547                         *CURRENT SURVEY CONTROL
 KV2547  ___________________________________________________________________
 KV2547* NAD 83(1992)-  40 34 05.73833(N)    075 31 02.82506(W)     ADJUSTED  
 KV2547* NAVD 88     -       129.545  (meters)     425.02   (feet)  ADJUSTED  
 KV2547  ___________________________________________________________________
 KV2547  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 KV2547  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 KV2547  DYNAMIC HT  -         129.481 (meters)     424.81  (feet)  COMP
 KV2547  MODELED GRAV-     980,128.9   (mgal)                       NAVD 88
 KV2547
 KV2547  HORZ ORDER  -  THIRD
 KV2547  VERT ORDER  -  SECOND    CLASS 0
 KV2547
 KV2547.The horizontal coordinates were established by classical geodetic methods
 KV2547.and adjusted by the National Geodetic Survey in June 2002..
 KV2547
 KV2547.The orthometric height was determined by differential leveling
 KV2547.and adjusted by the National Geodetic Survey in June 1991..
 KV2547
 KV2547.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV2547
 KV2547.The geoid height was determined by GEOID03.
 KV2547
 KV2547.The dynamic height is computed by dividing the NAVD 88
 KV2547.geopotential number by the normal gravity value computed on the
 KV2547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2547.degrees latitude (g = 980.6199 gals.).
 KV2547
 KV2547.The modeled gravity was interpolated from observed gravity values.
 KV2547
 KV2547;                    North         East     Units Scale Factor Converg.
 KV2547;SPC PA S     -   139,510.291   789,028.802   MT  0.99996160   +1 26 54.5
 KV2547;SPC PA S     -   457,710.01  2,588,671.99   sFT  0.99996160   +1 26 54.5
 KV2547;UTM  18      - 4,490,960.333   456,198.726   MT  0.99962361   -0 20 11.5
 KV2547
 KV2547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV2547!SPC PA S     -   0.99998510  x   0.99996160  =   0.99994670
 KV2547!UTM  18      -   0.99998510  x   0.99962361  =   0.99960871
 KV2547
 KV2547:                Primary Azimuth Mark                     Grid Az
 KV2547:SPC PA S     -  ALLENTOWN MUHLENBERG COLL DOME           009 18 50.2
 KV2547:UTM  18      -  ALLENTOWN MUHLENBERG COLL DOME           011 05 56.2
 KV2547
 KV2547|---------------------------------------------------------------------|
 KV2547| PID    Reference Object                     Distance      Geod. Az  |
 KV2547|                                                           dddmmss.s |
 KV2547| KV3850 ALLENTOWN MUHLENBERG COLL DOME      APPROX. 3.3 KM 0104544.7 |
 KV2547| KV3609 ALLENTOWN PHOEBE HOME SPIRE         APPROX. 3.7 KM 0244838.8 |
 KV2547| KV3606 ALLENTOWN PA P AND L BLDG FLAG      APPROX. 5.1 KM 0434412.1 |
 KV2547| KV3614 ALLENTOWN TV STA WLEV MAST          APPROX. 8.9 KM 0674724.7 |
 KV2547| KV2548 DORNEY RM 1                          11.541 METERS 06904     |
 KV2547| KV3612 ALLENTOWN RADIO STA WFMZ MAST       APPROX. 7.0 KM 0905536.2 |
 KV2547| KV2543 DORNEY AZ MK                                       2693855.5 |
 KV2547| CB4013 DORNEY RM 3 AZIMUTH                                2724200.1 |
 KV2547| KV2546 DORNEY RM 2                           7.086 METERS 28708     |
 KV2547|---------------------------------------------------------------------|
 KV2547
 KV2547                          SUPERSEDED SURVEY CONTROL
 KV2547
 KV2547  NAD 83(1996)-  40 34 05.73746(N)    075 31 02.82572(W) AD(       ) 3
 KV2547  NAD 83(1986)-  40 34 05.73456(N)    075 31 02.83240(W) AD(       ) 3
 KV2547  NAD 27      -  40 34 05.37790(N)    075 31 04.16780(W) AD(       ) 3
 KV2547  NGVD 29 (??/??/??)  129.757  (m)          425.71   (f) ADJUSTED    2 0
 KV2547
 KV2547.Superseded values are not recommended for survey control.
 KV2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2547.See file dsdata.txt to determine how the superseded data were derived.
 KV2547
 KV2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK5619990960(NAD 83)
 KV2547_MARKER: DS = TRIANGULATION STATION DISK
 KV2547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2547_STAMPING: DORNEY 1960
 KV2547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2547+STABILITY: SURFACE MOTION
 KV2547
 KV2547  HISTORY     - Date     Condition        Report By
 KV2547  HISTORY     - 1960     MONUMENTED       CGS
 KV2547  HISTORY     - 1960     GOOD             CGS
 KV2547  HISTORY     - 1970     GOOD             PADT
 KV2547  HISTORY     - 1973     GOOD             NGS
 KV2547  HISTORY     - 1977     GOOD             NGS
 KV2547  HISTORY     - 1987     GOOD             LOCSUR
 KV2547
 KV2547                          STATION DESCRIPTION
 KV2547
 KV2547'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV2547'STATION IS LOCATED ABOUT 3.5 MILES SOUTHWEST OF THE CENTER SECTION OF
 KV2547'ALLENTOWN, 2.5 MILES NORTH NORTHWEST OF EMMAUS, 2.0 MILES EAST OF
 KV2547'WESCOSVILLE, 1.0 MILE SOUTH OF DORNEYVILLE IN THE TRAFFIC INTERCHANGE
 KV2547'OF U.S. ROUTE 309 AND STATE ROUTE 29 ON STATE HIGHWAY PROPERTY.
 KV2547'
 KV2547'STATION IS REACHED AS FOLLOWS- FROM THE PLAZA, IN EMMAUS, GO WEST
 KV2547'NORTHWEST ON CHESTNUT STREET FOR 0.9 MILE TO THE JUNCTION OF
 KV2547'STATE ROUTE 29.  TAKE STATE ROUTE 29 NORTHWEST 3.0 MILES TO U.S.
 KV2547'ROUTE 309 OVERPASS.  TAKE RIGHT FORK, RAMP TO U.S. ROUTE 309 FOR 0.1
 KV2547'MILE TO THE STATION ON THE RIGHT BETWEEN RAMP AND HIGHWAY.
 KV2547'
 KV2547'STATION, STAMPED DORNEY 1960, IS A STANDARD USC AND GS BRONZE DISK
 KV2547'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS ABOUT 4
 KV2547'INCHES BELOW THE GROUND.  IT IS 186.0 FEET NORTH OF THE CENTERLINE OF
 KV2547'THE NORTH BOUND TRAFFIC LANE OF U.S. ROUTE 309, 90.0 FEET SOUTH OF
 KV2547'THE CENTER OF CONCRETE DIVIDER OF TRAFFIC RAMP AND ABOUT 15.0 FEET
 KV2547'HIGHER THAN THE RAMP.
 KV2547'
 KV2547'R.M. NO 1, STAMPED DORNEY NO 1 1960, IS A STANDARD USC AND GS BRONZE
 KV2547'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS
 KV2547'FLUSH WITH THE GROUND.  IT IS 77.0 FEET SOUTH OF THE CENTER OF
 KV2547'CONCRETE RAMP DIVIDER AND IS ABOUT THE SAME ELEVATION AS THE
 KV2547'STATION.
 KV2547'
 KV2547'R.M. NO 2, STAMPED DORNEY NO 2 1960, IS A STANDARD USC AND GS BRONZE
 KV2547'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS
 KV2547'FLUSH WITH THE GROUND.  IT IS 83.0 FEET SOUTH OF THE CENTER OF
 KV2547'CONCRETE RAMP DIVIDER AND ABOUT THE SAME ELEVATION AS THE STATION.
 KV2547'
 KV2547'AZIMUTH MARK, STAMPED DORNEY 1960, IS A STANDARD USC AND GS BRONZE
 KV2547'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 KV2547'IS FLUSH WITH THE GROUND.  IT IS 46.0 FEET SOUTH OF THE CENTERLINE OF
 KV2547'THE SOUTH BOUND TRAFFIC LANE OF U.S. ROUTE 29 AND 2.0 FEET EAST OF A
 KV2547'METAL WITNESS POST AND MARKER.  TO REACH FROM THE STATION GO WESTERLY
 KV2547'ON U.S. ROUTE 309 FOR 0.36 MILE TO THE AZIMUTH MARK IN THE HIGHWAY
 KV2547'RIGHT-OF-WAY ON THE SOUTH SIDE OF HIGHWAY.
 KV2547'
 KV2547'HEIGHT OF LIGHT ABOVE STATION MARK 1.65 METERS.
 KV2547
 KV2547                          STATION RECOVERY (1960)
 KV2547
 KV2547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KV2547'1.4 MI NW FROM EMMAUS.
 KV2547'1.4 MILES NORTHWEST ALONG U.S. HIGHWAY 309 FROM THE
 KV2547'INTERSECTION OF LEHIGH STREET, ALLENTOWN AND EMMAUS EXIT AT THE
 KV2547'NORTH EDGE OF EMMAUS TO THE OVERPASS CONCRETE BRIDGE OF
 KV2547'U.S. HIGHWAY 309 OVER STATE HIGHWAY 29 AND THE MARK AS
 KV2547'DESCRIBED, 387.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 KV2547'LARGE OVERPASS CONCRETE BRIDGE OF U.S. HIGHWAY 309 OVER STATE
 KV2547'HIGHWAY 29, 187.7 FEET NORTH OF THE CENTERLINE OF THE
 KV2547'NORTHWEST BOUND TRAFFIC LANE OF U.S. HIGHWAY 309, 90.4 FEET
 KV2547'SOUTH OF THE CONCRETE CENTER DIVIDER OF THE NORTH RAMP OF THE
 KV2547'NORTH BOUND TRAFFIC ONTO STATE HIGHWAY 29 AND THE NORTHWEST
 KV2547'RAMP OF THE NORTH BOUND TRAFFIC ONTO STATE HIGHWAY 29 AND THE
 KV2547'NORTHWEST BOUND TRAFFIC ONTO U.S. HIGHWAY 309 FROM STATE
 KV2547'HIGHWAY 29 AND 11.0 FEET SOUTH OF A SMALL HEDGE ROW AT THE
 KV2547'NORTH EDGE OF LARGE GRASSY AREA.  SET IN TOP OF A 12-INCH
 KV2547'CONCRETE CYLINDER WHICH IS ABOUT 6 INCHES BELOW THE SURFACE OF
 KV2547'THE GROUND AT THE NORTH EDGE OF A LARGE GRASSY AREA BETWEEN
 KV2547'U.S. HIGHWAY AND RAMP OF U.S. HIGHWAY 309 AND STATE HIGHWAY 29.
 KV2547
 KV2547                          STATION RECOVERY (1970)
 KV2547
 KV2547'RECOVERY NOTE BY PA DEPT OF TRANSP 1970
 KV2547'STATION, REFERENCE AND AZIMUTH MARKS DESCRIBED AS FOUND.
 KV2547
 KV2547                          STATION RECOVERY (1973)
 KV2547
 KV2547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 KV2547'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 KV2547'THE DIRECTION TO BOTH REFERENCE MARKS WERE WITHIN CLOSE AGREEMENT
 KV2547'WITH THE 1960 DISTANCES.  THE DIRECTION BETWEEN THE REFERENCE MARKS
 KV2547'DID NOT AGREE WITH THE 1960 DIRECTIONS.  A DIFFERENCE OF 7
 KV2547'MINUTES AND 20 SECONDS WAS NOTED.  THERE WAS NO VISIBLE EVIDENCE TO
 KV2547'SHOW WHY THERE WAS A DIFFERENCE.  THE AZIMUTH MARK WOULD NOT SEE THE
 KV2547'STATION AT THIS DATE.  A LARGE APARTMENT BUILDING HAS BEEN
 KV2547'CONSTRUCTED ON LINE TO IT.  THE AZIMUTH MARK WAS IN THE WAY OF
 KV2547'CONSTRUCTION SO IT HAD TO BE MOVED AT THIS DATE.  AFTER A NEW AZIMUTH
 KV2547'MARK (RM 3) WAS ESTABLISHED AND LEVELED TO THE OLD AZIMUTH MARK WAS
 KV2547'DESTROYED.
 KV2547'
 KV2547'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 KV2547'
 KV2547'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF ALLENTOWN,
 KV2547'2-1/2 MILES NORTHWEST OF EMMAUS AND 2 MILES EAST OF WESCOSVILLE.
 KV2547'IT IS ON THE NORTH SIDE OF U.S. HIGHWAY 309 AND ON HIGHWAY
 KV2547'RIGHT-OF-WAY.
 KV2547'
 KV2547'TO REACH FROM THE PLAZA IN EMMAUS, GO NORTHWEST ON CHESTNUT STREET
 KV2547'FOR 0.9 MILE TO STATE HIGHWAY 29.  TURN RIGHT AND GO NORTHWEST ON
 KV2547'STATE HIGHWAY 29 FOR 3.0 MILES TO U.S. HIGHWAY 309 UNDERPASS.  TURN
 KV2547'RIGHT ONTO THE WEST BOUND ENTRANCE RAMP FOR THE HIGHWAY AND GO
 KV2547'EAST FOR 0.1 MILE TO THE STATION ON THE RIGHT BETWEEN THE ENTRANCE
 KV2547'RAMP AND U.S. HIGHWAY 309.
 KV2547'
 KV2547'THE STATION MARK IS A STANDARD DISK STAMPED DORNEY 1960, SET IN THE
 KV2547'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS 6 INCHES BELOW THE
 KV2547'SURFACE.  IT IS 186 FEET NORTH OF THE WEST BOUND LANE OF U.S. HIGHWAY
 KV2547'309, 90 FEET SOUTH OF THE CENTER OF THE ENTRANCE RAMP AND 7.0 FEET
 KV2547'SOUTHEAST OF A WITNESS POST.
 KV2547'
 KV2547'REFERENCE MARK ONE IS A STANDARD DISK STAMPED DORNEY NO 1 1960, SET
 KV2547'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 KV2547'WITH THE SURFACE.  IT IS 77 FEET SOUTH OF THE CENTER OF THE ENTRANCE
 KV2547'RAMP AND 44.2 FEET EAST-NORTHEAST OF THE WITNESS POST.
 KV2547'
 KV2547'REFERENCE MARK TWO IS A STANDARD DISK STAMPED DORNEY NO 2 1960, SET
 KV2547'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 KV2547'WITH THE SURFACE.  IT IS 83 FEET SOUTH OF THE CENTER OF THE ENTRANCE
 KV2547'RAMP AND 16.5 FEET WEST OF THE WITNESS POST.
 KV2547'
 KV2547'REFERENCE MARK THREE IS A STANDARD DISK STAMPED DORNEY 1960 NO 3
 KV2547'1973, CEMENTED IN A DRILL HOLE IN THE CONCRETE RETAINING
 KV2547'WALL OF A DRAINAGE HOLE WHICH IS FLUSH WITH THE SURFACE OF THE
 KV2547'GROUND.  IT IS 35 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 309,
 KV2547'24 FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE OF U.S. HIGHWAY
 KV2547'309 AND 2.0 FEET NORTH OF A WITNESS POST.  (DESCRIBED ABOVE)
 KV2547'
 KV2547'TO REACH REFERENCE MARK THREE FROM THE STATION, GO WEST ON U.S.
 KV2547'HIGHWAY 309 FOR 0.5 MILE TO THE MARK ON THE LEFT, SOUTH SIDE OF THE
 KV2547'HIGHWAY.
 KV2547
 KV2547                          STATION RECOVERY (1977)
 KV2547
 KV2547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DRM)
 KV2547'STATION RECOVERED AS DESCRIBED IN QUAD 400754 STA 1013.
 KV2547
 KV2547                          STATION RECOVERY (1987)
 KV2547
 KV2547'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (CT)
 KV2547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2548 ***********************************************************************
 KV2548  DESIGNATION -  DORNEY RM 1
 KV2548  PID         -  KV2548
 KV2548  STATE/COUNTY-  PA/LEHIGH
 KV2548  USGS QUAD   -  ALLENTOWN WEST (1992)
 KV2548
 KV2548                         *CURRENT SURVEY CONTROL
 KV2548  ___________________________________________________________________
 KV2548* NAD 83(1986)-  40 34 05.     (N)    075 31 03.     (W)     SCALED    
 KV2548* NAVD 88     -       129.505  (meters)     424.88   (feet)  ADJUSTED  
 KV2548  ___________________________________________________________________
 KV2548  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 KV2548  DYNAMIC HT  -         129.441 (meters)     424.67  (feet)  COMP
 KV2548  MODELED GRAV-     980,128.9   (mgal)                       NAVD 88
 KV2548
 KV2548  VERT ORDER  -  SECOND    CLASS 0
 KV2548
 KV2548.The horizontal coordinates were scaled from a topographic map and have
 KV2548.an estimated accuracy of +/- 6 seconds.
 KV2548
 KV2548.The orthometric height was determined by differential leveling
 KV2548.and adjusted by the National Geodetic Survey in June 1991..
 KV2548
 KV2548.The geoid height was determined by GEOID03.
 KV2548
 KV2548.The dynamic height is computed by dividing the NAVD 88
 KV2548.geopotential number by the normal gravity value computed on the
 KV2548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2548.degrees latitude (g = 980.6199 gals.).
 KV2548
 KV2548.The modeled gravity was interpolated from observed gravity values.
 KV2548
 KV2548;                    North         East    Units  Estimated Accuracy
 KV2548;SPC PA S     -   139,490.      789,030.      MT  (+/- 180 meters Scaled)
 KV2548
 KV2548                          SUPERSEDED SURVEY CONTROL
 KV2548
 KV2548  NGVD 29 (??/??/??)  129.717  (m)          425.58   (f) ADJUSTED    2 0
 KV2548
 KV2548.Superseded values are not recommended for survey control.
 KV2548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2548.See file dsdata.txt to determine how the superseded data were derived.
 KV2548
 KV2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK561909(NAD 83)
 KV2548_MARKER: DR = REFERENCE MARK DISK
 KV2548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2548_STAMPING: DORNEY NO 1 1960
 KV2548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2548+STABILITY: SURFACE MOTION
 KV2548
 KV2548  HISTORY     - Date     Condition        Report By
 KV2548  HISTORY     - 1960     MONUMENTED       CGS
 KV2548
 KV2548                          STATION DESCRIPTION
 KV2548
 KV2548'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2548'1.4 MI NW FROM EMMAUS.
 KV2548'1.4 MILES NORTHWEST ALONG U.S. HIGHWAY 309 FROM THE
 KV2548'INTERSECTION OF THE LEHIGH STREET, ALLENTOWN AND EMMAUS EXIT
 KV2548'AT THE NORTH EDGE OF EMMAUS TO THE OVERPASS CONCRETE BRIDGE
 KV2548'OF U.S. HIGHWAY 309 OVER STATE HIGHWAY 29 AND THE MARK AS
 KV2548'DESCRIBED, ABOUT 425.9 FEET NORTHEAST OF THE NORTHEAST CORNER
 KV2548'OF THE OVERPASS BRIDGE, 198.9 FEET NORTH OF THE CENTERLINE OF
 KV2548'THE NORTHWEST BOUND TRAFFIC LANE OF U.S. HIGHWAY 309, 76.5
 KV2548'FEET SOUTH OF THE CONCRETE CENTER DIVIDER OF THE NORTH RAMP OF
 KV2548'U.S. HIGHWAY 309 AND STATE HIGHWAY 29, 37.9 FEET EAST-NORTHEAST
 KV2548'OF STATION DORNEY AND 4.0 FEET SOUTH OF A SMALL HEDGE ROW AT THE
 KV2548'NORTH EDGE OF THE LARGE GRASSY AREA BETWEEN U.S. HIGHWAY 309
 KV2548'AND THE NORTH RAMP OF U.S. HIGHWAY 309 AND STATE HIGHWAY 29.
 KV2548'SET IN TOP OF A 12-INCH CONCRETE CYLINDER FLUSH WITH THE SURFACE
 KV2548'OF THE GROUND AND SET NEAR THE NORTH EDGE OF THE LARGE GRASSY
 KV2548'AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2546 ***********************************************************************
 KV2546  DESIGNATION -  DORNEY RM 2
 KV2546  PID         -  KV2546
 KV2546  STATE/COUNTY-  PA/LEHIGH
 KV2546  USGS QUAD   -  ALLENTOWN WEST (1992)
 KV2546
 KV2546                         *CURRENT SURVEY CONTROL
 KV2546  ___________________________________________________________________
 KV2546* NAD 83(1986)-  40 34 05.     (N)    075 31 03.     (W)     SCALED    
 KV2546* NAVD 88     -       129.305  (meters)     424.23   (feet)  ADJUSTED  
 KV2546  ___________________________________________________________________
 KV2546  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 KV2546  DYNAMIC HT  -         129.241 (meters)     424.02  (feet)  COMP
 KV2546  MODELED GRAV-     980,128.9   (mgal)                       NAVD 88
 KV2546
 KV2546  VERT ORDER  -  SECOND    CLASS 0
 KV2546
 KV2546.The horizontal coordinates were scaled from a topographic map and have
 KV2546.an estimated accuracy of +/- 6 seconds.
 KV2546
 KV2546.The orthometric height was determined by differential leveling
 KV2546.and adjusted by the National Geodetic Survey in June 1991..
 KV2546
 KV2546.The geoid height was determined by GEOID03.
 KV2546
 KV2546.The dynamic height is computed by dividing the NAVD 88
 KV2546.geopotential number by the normal gravity value computed on the
 KV2546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2546.degrees latitude (g = 980.6199 gals.).
 KV2546
 KV2546.The modeled gravity was interpolated from observed gravity values.
 KV2546
 KV2546;                    North         East    Units  Estimated Accuracy
 KV2546;SPC PA S     -   139,490.      789,030.      MT  (+/- 180 meters Scaled)
 KV2546
 KV2546                          SUPERSEDED SURVEY CONTROL
 KV2546
 KV2546  NGVD 29 (??/??/??)  129.516  (m)          424.92   (f) ADJUSTED    2 0
 KV2546
 KV2546.Superseded values are not recommended for survey control.
 KV2546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2546.See file dsdata.txt to determine how the superseded data were derived.
 KV2546
 KV2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK561909(NAD 83)
 KV2546_MARKER: DR = REFERENCE MARK DISK
 KV2546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2546_STAMPING: DORNEY NO 2 1960
 KV2546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2546+STABILITY: SURFACE MOTION
 KV2546
 KV2546  HISTORY     - Date     Condition        Report By
 KV2546  HISTORY     - 1960     MONUMENTED       CGS
 KV2546
 KV2546                          STATION DESCRIPTION
 KV2546
 KV2546'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2546'1.4 MI NW FROM EMMAUS.
 KV2546'1.4 MILES NORTHWEST ALONG U.S. HIGHWAY 309 FROM THE INTERSECTION
 KV2546'OF THE LEHIGH STREET, ALLENTOWN AND EMMAUS EXIT AT THE NORTH
 KV2546'EDGE OF EMMAUS TO THE LARGE CONCRETE OVERPASS, BRIDGE OF U.S.
 KV2546'HIGHWAY 309 OVER STATE HIGHWAY 29 AND THE MARK AS DESCRIBED,
 KV2546'ABOUT 363.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE LARGE
 KV2546'CONCRETE OVERPASS BRIDGE, 191.0 FEET NORTH OF THE CENTERLINE OF
 KV2546'THE NORTHWEST BOUND TRAFFIC LANE OF U.S. HIGHWAY 309, 83.2 FEET
 KV2546'SOUTH OF THE CONCRETE CENTER DIVIDER OF THE NORTH RAMP OF
 KV2546'U.S. HIGHWAY 309 AND STATE HIGHWAY 29, 23.4 FEET WEST-NORTHWEST
 KV2546'OF STATION DORNEY AND 5.0 FEET SOUTH OF A SMALL HEDGE ROW AT THE
 KV2546'NORTH EDGE OF THE GRASSY AREA BETWEEN U.S. HIGHWAY 309 AND
 KV2546'THE NORTH RAMP OF U.S. HIGHWAY 309 AND STATE HIGHWAY 29.  SET
 KV2546'IN TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS ABOUT 1 INCH
 KV2546'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2544 ***********************************************************************
 KV2544  DESIGNATION -  DORNEY RM 3
 KV2544  PID         -  KV2544
 KV2544  STATE/COUNTY-  PA/LEHIGH
 KV2544  USGS QUAD   -  ALLENTOWN WEST (1992)
 KV2544
 KV2544                         *CURRENT SURVEY CONTROL
 KV2544  ___________________________________________________________________
 KV2544* NAD 83(1986)-  40 34 06.     (N)    075 31 03.     (W)     SCALED    
 KV2544* NAVD 88     -       117.32   (+/-2cm)     384.9    (feet)  VERTCON   
 KV2544  ___________________________________________________________________
 KV2544  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 KV2544
 KV2544  VERT ORDER  -  THIRD (See Below)
 KV2544
 KV2544.The horizontal coordinates were scaled from a topographic map and have
 KV2544.an estimated accuracy of +/- 6 seconds.
 KV2544
 KV2544.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV2544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV2544.The vertical order pertains to the NGVD 29 superseded value.
 KV2544
 KV2544.The geoid height was determined by GEOID03.
 KV2544
 KV2544;                    North         East    Units  Estimated Accuracy
 KV2544;SPC PA S     -   139,520.      789,020.      MT  (+/- 180 meters Scaled)
 KV2544
 KV2544                          SUPERSEDED SURVEY CONTROL
 KV2544
 KV2544  NGVD 29 (??/??/??)  117.53   (m)          385.6    (f) RESET       3  
 KV2544
 KV2544.Superseded values are not recommended for survey control.
 KV2544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2544.See file dsdata.txt to determine how the superseded data were derived.
 KV2544
 KV2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK561909(NAD 83)
 KV2544_MARKER: DR = REFERENCE MARK DISK
 KV2544_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2544_SP_SET: CULVERT
 KV2544_STAMPING: DORNEY 1960 NO 3 1973
 KV2544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2544
 KV2544  HISTORY     - Date     Condition        Report By
 KV2544  HISTORY     - 1973     MONUMENTED       NGS
 KV2544
 KV2544                          STATION DESCRIPTION
 KV2544
 KV2544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 KV2544'2.5 MI NW FROM EMMAUS.
 KV2544'THE MARK IS LOCATED ON THE WEST SIDE OF SOUTH SIDE OF U.S.
 KV2544'HIGHWAY 309 ABOUT 5 MILES SOUTHWEST OF ALLENTOWN.  THE MARK IS A
 KV2544'STANDARD REFERENCE DISK CEMENTED IN A DRILL HOLE IN A CONCRETE
 KV2544'RETAINING WALL OF A DRAINAGE HOLE.  IT IS FLUSH WITH THE
 KV2544'SURFACE OF THE GROUND AND ABOUT 1 FOOT LOWER THAN THE ROAD.
 KV2544'IT IS 35 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 309, 24
 KV2544'FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE OF U.S. HIGHWAY
 KV2544'309 AND 2.0 FEET NORTH OF A WITNESS POST.  TO REACH FROM THE
 KV2544'PLAZA AT EMMAUS, GO NORTHERLY ON CHESTNUT STREET FOR 0.9 MILE
 KV2544'TO STATE HIGHWAY 29.  TURN RIGHT AND GO NORTHWEST ON STATE
 KV2544'HIGHWAY 29 FOR 3.0 MILES TO U.S. HIGHWAY 309.  TURN RIGHT ONTO
 KV2544'THE WEST BOUND ENTRANCE RAMP TO THE HIGHWAY AND GO EAST
 KV2544'FOR 0.1 MILE TO TRIANGULATION STATION DORNEY 1960 ON THE
 KV2544'RIGHT.  TURN RIGHT WITH THE ENTRANCE RAMP FOR THE HIGHWAY AND
 KV2544'GO WEST ON U.S. HIGHWAY 309 FOR 0.5 MILE TO THE MARK ON THE
 KV2544'LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3043 ***********************************************************************
 KY3043  DESIGNATION -  DORSEK
 KY3043  PID         -  KY3043
 KY3043  STATE/COUNTY-  PA/ALLEGHENY
 KY3043  USGS QUAD   -  AMBRIDGE (1990)
 KY3043
 KY3043                         *CURRENT SURVEY CONTROL
 KY3043  ___________________________________________________________________
 KY3043* NAD 83(1992)-  40 30 11.83092(N)    080 07 39.09004(W)     ADJUSTED  
 KY3043* NAVD 88     -       285.     (meters)     935.     (feet)  SCALED    
 KY3043  ___________________________________________________________________
 KY3043  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 KY3043  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KY3043
 KY3043  HORZ ORDER  -  SECOND
 KY3043
 KY3043.The horizontal coordinates were established by classical geodetic methods
 KY3043.and adjusted by the National Geodetic Survey in June 2002..
 KY3043
 KY3043.The orthometric height was scaled from a topographic map.
 KY3043
 KY3043.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3043
 KY3043.The geoid height was determined by GEOID03.
 KY3043
 KY3043;                    North         East     Units Scale Factor Converg.
 KY3043;SPC PA S     -   132,618.517   398,504.777   MT  0.99995992   -1 32 33.1
 KY3043;SPC PA S     -   435,099.25  1,307,427.76   sFT  0.99995992   -1 32 33.1
 KY3043;UTM  17      - 4,483,985.099   573,925.016   MT  0.99966727   +0 34 00.1
 KY3043
 KY3043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3043!SPC PA S     -   0.99996065  x   0.99995992  =   0.99992057
 KY3043!UTM  17      -   0.99996065  x   0.99966727  =   0.99962793
 KY3043
 KY3043|---------------------------------------------------------------------|
 KY3043| PID    Reference Object                     Distance      Geod. Az  |
 KY3043|                                                           dddmmss.s |
 KY3043| CW9715 DORSEK RM 1                           7.893 METERS 01118     |
 KY3043| CW9716 DORSEK RM 2                           7.412 METERS 09852     |
 KY3043| CW9717 DORSEK RM 3                          16.042 METERS 22502     |
 KY3043| KY3044 CORAOPOLIS FELICIAN SISTERS TK      APPROX. 2.1 KM 2664208.5 |
 KY3043|---------------------------------------------------------------------|
 KY3043
 KY3043                          SUPERSEDED SURVEY CONTROL
 KY3043
 KY3043  NAD 83(1995)-  40 30 11.83147(N)    080 07 39.09207(W) AD(       ) 2
 KY3043  NAD 83(1986)-  40 30 11.83585(N)    080 07 39.09921(W) AD(       ) 2
 KY3043  NAD 27      -  40 30 11.59620(N)    080 07 39.89450(W) AD(       ) 2
 KY3043
 KY3043.Superseded values are not recommended for survey control.
 KY3043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3043.See file dsdata.txt to determine how the superseded data were derived.
 KY3043
 KY3043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE7392583985(NAD 83)
 KY3043_MARKER: DS = TRIANGULATION STATION DISK
 KY3043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3043_STAMPING: DORSEK 1959
 KY3043_MARK LOGO: CGS   
 KY3043_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3043+STABILITY: SURFACE MOTION
 KY3043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3043+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2002
 KY3043
 KY3043  HISTORY     - Date     Condition        Report By
 KY3043  HISTORY     - 1959     MONUMENTED       CGS
 KY3043  HISTORY     - 1963     GOOD             CGS
 KY3043  HISTORY     - 1975     GOOD             NGS
 KY3043  HISTORY     - 1976     GOOD             LOCENG
 KY3043  HISTORY     - 19871218 GOOD             LOCENG
 KY3043  HISTORY     - 20020501 GOOD             EDKINS
 KY3043
 KY3043                          STATION DESCRIPTION
 KY3043
 KY3043'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 KY3043'STATION IS LOCATED ABOUT 1.5 MILE EAST OF CORAOPOLIS, 0.2 MILE
 KY3043'SOUTH OF THE OHIO RIVER ON THE SOUTH SIDE OF STATE HIGHWAY 51 AND
 KY3043'ON THE WEST EDGE OF A VACANT LOT OWNED BY MR. JOHN DORSEK.
 KY3043'
 KY3043'STATION IS REACHED AS FOLLOWS- FROM THE MUNICIPAL BUILDING, IN
 KY3043'CORAOPOLIS, GO EASTERLY, ON STATE HIGHWAY 51, FOR 1.9 MILES TO A
 KY3043'CROSSROAD.  CONTINUE STRAIGHT AHEAD, ON STATE HIGHWAY 51, FOR 0.58
 KY3043'MILE TO STATION ON THE LEFT, NORTH, SIDE OF HIGHWWAY.
 KY3043'
 KY3043'STATION, STAMPED DORSEK 1959, IS A STANDARD USC AND GS BRONZE DISK
 KY3043'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 KY3043'ABOUT 2-INCHES ABOVE THE GROUND.  IT IS 77.0 FEET NORTH OF THE
 KY3043'CENTERLINE OF STATE HIGHWAY 51, 79.7 FEET WEST OF THE SOUTHWEST
 KY3043'CORNER OF MR. DORSEKS HOME AND 29.7 FEET EAST OF THE SOUTHEAST
 KY3043'CORNER OF PORCH AT THE YUROCHKO HOME.
 KY3043'
 KY3043'R.M. 1, STAMPED DORSEK NO 1 1959, IS A STANDARD USC AND GS BRONZE
 KY3043'DISK SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 KY3043'PROJECTS ABOUT 2-INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 KY3043'ELEVATION AS THE STATION.  IT IS 29.1 FEET EAST OF THE NORTHEAST
 KY3043'CORNER OF THE PORCH AT THE YUROCHKO HOME.
 KY3043'
 KY3043'R.M. 2, STAMPED DORSEK NO 2 1959, IS A STANDARD USC AND GS BRONZE
 KY3043'DISK SET IN THE TOP OF A STANDARD 10-INCH SQUARE CONCRETE MONUMENT
 KY3043'THAT PROJECTS ABOUT 2-INCHES ABOVE THE GROUND.  IT IS 53.5 FEET
 KY3043'EAST OF THE SOUTHEAST CORNER OF THE PORCH AT THE YUROCHKO HOME,
 KY3043'55.5 FEET WEST OF THE SOUTHWEST CORNER OF THE DORSEK HOME AND
 KY3043'ABOUT THE SAME ELEVATION AS THE STATION.
 KY3043'
 KY3043'HEIGHT OF LIGHT ABOVE STATION MARK 1.41 METERS.
 KY3043
 KY3043                          STATION RECOVERY (1963)
 KY3043
 KY3043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FBM)
 KY3043'THIS STATION WAS RECOVERED IN GOOD CONDITION WITH ALL MARKS, AS
 KY3043'DESCRIBED.
 KY3043
 KY3043                          STATION RECOVERY (1975)
 KY3043
 KY3043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KY3043'NO OTHER OBJECTS VG UNABLE TO MEASURE BETWEEN RMS.
 KY3043'
 KY3043'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 KY3043'CONDITION.  REFERENCE MARK 1 WAS IN A GARDEN AND PROPERTY OWNER
 KY3043'REQUESTED THAT IT BE MOVED.  A NEW REFERENCE MARK 3 WAS SET AT
 KY3043'THIS DATE.  THE DISTANCE AND DIRECTION TO ALL OBJECTS CHECKED THE
 KY3043'PREVIOUS OBSERVATIONS.  THE CORAOPLIS, FELICIAN SISTERS CONVENT
 KY3043'WATER TANK MAY BE USED AS AN AZIMUTH MARK.
 KY3043'
 KY3043'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 KY3043'
 KY3043'THE STATION IS LOCATED ABOUT 1-1/2 MILES EAST OF CORAOPLIS, 1/4
 KY3043'MILE SOUTH OF THE OHIO RIVER AND ON THE NORTH SIDE OF STATE
 KY3043'HIGHWAY 51. THE PROPERTY IS OWNED BY MRS. JOHN DORSEK OF 340
 KY3043'CORAOPLIS ROAD, CORAOPLIS, PENNSYLVANIA, 15108.  MR. DORSEKS
 KY3043'TELEPHONE NUMBER IS 412-264-3532.
 KY3043'
 KY3043'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 79 AND STATE
 KY3043'HIGHWAY 51 IN THE EAST EDGE OF CORAOPLIS, GO EAST ON STATE
 KY3043'HIGHWAY 51 (CORAOPLIS ROAD) FOR 0.55 MILE TO THE STATION ON THE LEFT.
 KY3043'
 KY3043'THE STATION MARK IS A STANDARD DISK STAMPED DORSEK 1959, SET IN
 KY3043'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 1-INCH.
 KY3043'IT IS 79.69 FEET WEST OF THE SOUTHWEST CORNER OF MRS. DORSEKS
 KY3043'HOME, 63.6 FEET NORTHWEST OF A GAS METER, 77 FEET NORTH OF THE
 KY3043'CENTER OF STATE HIGHWAY 51, 55.74 FEET SOUTH-SOUTHEAST OF THE
 KY3043'SOUTHEAST CORNER OF A GARAGE AND 29.73 FEET EAST OF THE SOUTHEAST
 KY3043'CORNER OF THE FIRST HOUSE TO THE WEST OF THE STATION.  NO WITNESS
 KY3043'POST SET AT THE REQUEST OF THE PROPERTY OWNER.
 KY3043'
 KY3043'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DORSEK NO 2 1959, SET
 KY3043'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS 1-INCH
 KY3043'BELOW THE SURFACE.  IT IS 55 FEET WEST OF THE SOUTHWEST CORNER OF
 KY3043'MRS. DORSEKS HOME, 75 FEET NORTH OF THE CENTER OF STATE HIGHWAY 51
 KY3043'AND 53.5 FEET EAST OF THE SOUTHEAST CORNER OF THE FIRST HOUSE TO
 KY3043'THE WEST.
 KY3043'
 KY3043'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DORSEK 1959 NO 3 1975,
 KY3043'CEMENTED IN A DRILL HOLE IN A CURB ALONG THE WEST SIDE OF A ROAD
 KY3043'LEADING NORTH.  IT IS 49.2 FEET SOUTH OF THE SOUTHEAST CORNER OF
 KY3043'THE HOUSE TO THE WEST, 32.5 FEET NORTH OF THE CENTER OF STATE
 KY3043'HIGHWAY 51 AND 3 FEET NORTH OF THE SOUTH EDGE OF THE CURB.
 KY3043'
 KY3043'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 KY3043'EAST OF CORAOPLIS.
 KY3043
 KY3043                          STATION RECOVERY (1976)
 KY3043
 KY3043'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (KFH)
 KY3043'DORSEK 1959 RECOVERED GOOD.
 KY3043'
 KY3043'DORSEK NO 3 RECOVERED GOOD.
 KY3043'
 KY3043'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES EAST OF
 KY3043'CORAOPOLIS.
 KY3043
 KY3043                          STATION RECOVERY (1987)
 KY3043
 KY3043'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987 (DM)
 KY3043'RECOVERED IN GOOD CONDITION.  NOTE--RM NO 1 NOT RECOVERED, THOROUGH
 KY3043'SEARCH NOT MADE.  RM NO 2 RECOVERED, UNDER LAWN ABOUT 0.2 FOOT (6.1
 KY3043'CM) COVERED (RR SPIKE SET ALONG SIDE FOR MAGNETIC RECOVERY) . RM NO 3
 KY3043'RECOVERED, STANDARD DISC IN WEST CURB OF CONCRETE DRIVEWAY TO YUROCHKO
 KY3043'HOUSE STAMPED DORSEY 1959 3 1975.  NEW OWNER OF YUROCHKO SHOWED
 KY3043'LOCATION TO CREW.  IT IS S 53 DEGREES WEST, 52.8 FEET (16.1 M) FROM
 KY3043'STATION, 32 FEET (9.8 M) NORTH OF CENTERLINE OF SH NO 51 AND 49.2 FEET
 KY3043'(15.0 M) SOUTH OF SOUTHEAST CORNER OF YUROCHKO HOUSE NO 344.
 KY3043
 KY3043                          STATION RECOVERY (2002)
 KY3043
 KY3043'RECOVERY NOTE BY EDKINS SURVEYING 2002 (JR)
 KY3043'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1785 ***********************************************************************
 NC1785  DESIGNATION -  DOUGAN
 NC1785  PID         -  NC1785
 NC1785  STATE/COUNTY-  PA/ERIE
 NC1785  USGS QUAD   -  HARBORCREEK (1996)
 NC1785
 NC1785                         *CURRENT SURVEY CONTROL
 NC1785  ___________________________________________________________________
 NC1785* NAD 83(1992)-  42 07 57.03758(N)    079 52 38.07349(W)     ADJUSTED  
 NC1785* NAVD 88     -       465.8    (meters)    1528.     (feet)  VERTCON   
 NC1785  ___________________________________________________________________
 NC1785  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 NC1785  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 NC1785
 NC1785  HORZ ORDER  -  SECOND
 NC1785
 NC1785.The horizontal coordinates were established by classical geodetic methods
 NC1785.and adjusted by the National Geodetic Survey in June 2002..
 NC1785
 NC1785.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1785
 NC1785.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1785
 NC1785.The geoid height was determined by GEOID03.
 NC1785
 NC1785;                    North         East     Units Scale Factor Converg.
 NC1785;SPC PA N     -   220,483.776   424,134.026   MT  1.00003473   -1 24 26.1
 NC1785;SPC PA N     -   723,370.52  1,391,513.05   sFT  1.00003473   -1 24 26.1
 NC1785;UTM  17      - 4,665,098.828   592,791.537   MT  0.99970594   +0 45 11.7
 NC1785
 NC1785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1785!SPC PA N     -   0.99993236  x   1.00003473  =   0.99996709
 NC1785!UTM  17      -   0.99993236  x   0.99970594  =   0.99963832
 NC1785
 NC1785|---------------------------------------------------------------------|
 NC1785| PID    Reference Object                     Distance      Geod. Az  |
 NC1785|                                                           dddmmss.s |
 NC1785| CZ9329 DOUGAN RM 1                          22.798 METERS 12959     |
 NC1785| NC1783 BARTOSIK RESET                      APPROX.12.9 KM 2283348.2 |
 NC1785| ND0222 ERIE RADIO STATION WLEU MAST        APPROX.16.9 KM 2664734.8 |
 NC1785| ND0214 ERIE RADIO STATION WJET MAST        APPROX.15.5 KM 2664948.0 |
 NC1785| CZ9330 DOUGAN RM 2                          22.367 METERS 26913     |
 NC1785|---------------------------------------------------------------------|
 NC1785
 NC1785                          SUPERSEDED SURVEY CONTROL
 NC1785
 NC1785  NAD 83(1996)-  42 07 57.03833(N)    079 52 38.07374(W) AD(       ) 2
 NC1785  NAD 83(1995)-  42 07 57.04232(N)    079 52 38.06584(W) AD(       ) 2
 NC1785  NAD 83(1986)-  42 07 57.04319(N)    079 52 38.06673(W) AD(       ) 2
 NC1785  NAD 27      -  42 07 56.83960(N)    079 52 38.89630(W) AD(       ) 2
 NC1785  NGVD 29 (07/19/86)  466.0    (m)         1529.     (f) VERT ANG       
 NC1785
 NC1785.Superseded values are not recommended for survey control.
 NC1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1785.See file dsdata.txt to determine how the superseded data were derived.
 NC1785
 NC1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG9279265099(NAD 83)
 NC1785_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NC1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1785
 NC1785  HISTORY     - Date     Condition        Report By
 NC1785  HISTORY     - 1961     MONUMENTED       CGS
 NC1785
 NC1785                          STATION DESCRIPTION
 NC1785
 NC1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 NC1785'THE STATION IS LOCATED ON A HIGH HILL COVERED WITH SMALL TREES AND
 NC1785'BRUSH, 4.7 MILES SOUTHWEST OF HARBORCREEK, 6.0 MILES SOUTHWEST
 NC1785'OF NORTH EAST, 7.0 MILES EAST OF WESLEYVILLE, 9-1/2 MILES
 NC1785'NORTH-NORTHWEST OF WATTSBURG AND ON PROPERTY OWNED BY MR.
 NC1785'CHARLES WILLIAMSON.
 NC1785'
 NC1785'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE
 NC1785'HIGHWAY 89 IN NORTH EAST, GO SOUTH ON STATE HIGHWAY 89 FOR
 NC1785'7.8 MILES TO A CROSSROAD AND A STOP LIGHT AND A SERVICE STATION
 NC1785'LOCATED IN THE NORTHWEST ANGLE OF JUNCTION.  TURN RIGHT
 NC1785'AND GO WEST ON A PAVED ROAD FOR 3.25 MILES TO A SIDE ROAD, RIGHT,
 NC1785'(DOUGAN ROAD).  TURN RIGHT, GO NORTH ON A GRAVELED ROAD FOR
 NC1785'1.0 MILE TO MR. RECKFORDS HOME ON THE LEFT, CONTINUE FOR ABOUT 150.0
 NC1785'FEET TO A DIM FIELD ROAD RIGHT.  TURN RIGHT AND GO
 NC1785'EAST-NORTHEAST ACROSS THE FIELD FOR ABOUT 0.4 MILE TO THE HIGHEST
 NC1785'PART OF THE HILL AND THE STATION MARK LOCATED ON THE SOUTH
 NC1785'SIDE OF THE HILL.
 NC1785'
 NC1785'THE STATION MARK, A STANDARD DISK STAMPED DOUGAN 1961, IS SET IN TOP
 NC1785'OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 NC1785'ABOVE THE GROUND SURFACE.  IT IS 1.2 FEET NORTHEAST OF A STANDARD
 NC1785'METAL WITNESS POST AND MARKER, 25.0 FEET SOUTHWEST OF A
 NC1785'10-INCH TRIANGULAR BLAZED WILD CHERRY TREE AND 40.0 FEET SOUTHWEST OF
 NC1785'THE HIGHEST PART OF THE HILL.
 NC1785'
 NC1785'REFERENCE MARK 1, A STANDARD DISK STAMPED DOUGAN NO 1 1961, IS SET IN
 NC1785'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH
 NC1785'ABOVE THE GROUND SURFACE.  IT IS 75.0 FEET SOUTHEAST OF THE WITNESS
 NC1785'POST, 76.6 FEET SOUTH-SOUTHEAST OF THE 10-INCH TRIANGULAR BLAZED
 NC1785'WILD CHERRY TREE, 79.0 FEET SOUTH-SOUTHEAST OF THE HIGHEST PART OF
 NC1785'THE HILL AND ABOUT 1-1/2 FEET LOWER THAN THE STATION
 NC1785'MARK.
 NC1785'
 NC1785'REFERENCE MARK 2, A STANDARD DISK STAMPED DOUGAN NO 2 1961, IS SET IN
 NC1785'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH
 NC1785'ABOVE THE GROUND SURFACE.  IT IS 72.6 FEET WEST OF THE WITNESS POST,
 NC1785'93.0 FEET WEST-SOUTHWEST OF THE 10-INCH TRIANGULAR BLAZED WILD
 NC1785'CHERRY TREE, 108.0 FEET WEST-SOUTHWEST OF THE HIGHEST PART OF THE
 NC1785'HILL AND IS ABOUT 5-1/2 FEET LOWER THAN THE STATION MARK.
 NC1785'
 NC1785'HEIGHT OF LIGHT ABOVE STATION MARK 30.30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1885 ***********************************************************************
 LZ1885  DESIGNATION -  DOUGLAS ET
 LZ1885  PID         -  LZ1885
 LZ1885  STATE/COUNTY-  PA/LUZERNE
 LZ1885  USGS QUAD   -  SWEET VALLEY (1983)
 LZ1885
 LZ1885                         *CURRENT SURVEY CONTROL
 LZ1885  ___________________________________________________________________
 LZ1885* NAD 83(1992)-  41 16 02.44236(N)    076 12 27.51453(W)     ADJUSTED  
 LZ1885* NAVD 88     -       424.     (meters)    1391.     (feet)  SCALED    
 LZ1885  ___________________________________________________________________
 LZ1885  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 LZ1885  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 LZ1885
 LZ1885  HORZ ORDER  -  SECOND
 LZ1885
 LZ1885.The horizontal coordinates were established by classical geodetic methods
 LZ1885.and adjusted by the National Geodetic Survey in June 2002..
 LZ1885
 LZ1885.The orthometric height was scaled from a topographic map.
 LZ1885
 LZ1885.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1885
 LZ1885.The geoid height was determined by GEOID03.
 LZ1885
 LZ1885;                    North         East     Units Scale Factor Converg.
 LZ1885;SPC PA N     -   123,384.965   729,228.775   MT  0.99996025   +1 01 13.2
 LZ1885;SPC PA N     -   404,805.51  2,392,478.07   sFT  0.99996025   +1 01 13.2
 LZ1885;UTM  18      - 4,569,138.776   398,845.886   MT  0.99972593   -0 47 47.7
 LZ1885
 LZ1885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1885!SPC PA N     -   0.99993852  x   0.99996025  =   0.99989878
 LZ1885!UTM  18      -   0.99993852  x   0.99972593  =   0.99966447
 LZ1885
 LZ1885|---------------------------------------------------------------------|
 LZ1885| PID    Reference Object                     Distance      Geod. Az  |
 LZ1885|                                                           dddmmss.s |
 LZ1885| CB4018 DOUGLAS ET RM 2                      24.907 METERS 00811     |
 LZ1885| LZ1895 SHICKSHINNY MOUNTAIN LOT            APPROX.12.1 KM 1572450.7 |
 LZ1885| CB4017 DOUGLAS ET RM 1                      35.263 METERS 30239     |
 LZ1885|---------------------------------------------------------------------|
 LZ1885
 LZ1885                          SUPERSEDED SURVEY CONTROL
 LZ1885
 LZ1885  NAD 83(1986)-  41 16 02.44189(N)    076 12 27.51415(W) AD(       ) 2
 LZ1885  NAD 27      -  41 16 02.14598(N)    076 12 28.76150(W) AD(       ) 2
 LZ1885
 LZ1885.Superseded values are not recommended for survey control.
 LZ1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1885.See file dsdata.txt to determine how the superseded data were derived.
 LZ1885
 LZ1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL9884669139(NAD 83)
 LZ1885_MARKER: Z = SEE DESCRIPTION
 LZ1885_SETTING: 0 = UNSPECIFIED SETTING
 LZ1885
 LZ1885  HISTORY     - Date     Condition        Report By
 LZ1885  HISTORY     - 1968     MONUMENTED       USGS
 LZ1885
 LZ1885                          STATION DESCRIPTION
 LZ1885
 LZ1885'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (AIM)
 LZ1885'STATION IS LOCATED ABOUT 5.2 MILES EAST-SOUTHEAST OF RED ROCK, ABOUT
 LZ1885'3.5 MILES SOUTHWEST OF SWEET VALLEY AND ABOUT 1.2 MILES
 LZ1885'NORTH-NORTHEAST OF BROADWAY.
 LZ1885'
 LZ1885'TO REACH FROM THE POST OFFICE AT SWEET VALLEY, FOLLOW PAVED ROAD
 LZ1885'SOUTHWEST FOR 0.7 MILE TO FORK, TAKE RIGHT FORK 2.3 MILES TO ROAD
 LZ1885'RIGHT, TURN RIGHT AND GO 1.0 MILE TO T-ROAD, TURN LEFT AND GO 0.15
 LZ1885'MILE TO FARM LANE RIGHT, TURN RIGHT AND FOLLOW LANE PAST HOUSE
 LZ1885'UPHILL TO HIGHEST POINT OF HILL AND STATION.
 LZ1885'
 LZ1885'THE STATION MARK IS A STANDARD TABLET STAMPED DOUGLAS ET 1968 SET IN
 LZ1885'DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 161 FEET
 LZ1885'SOUTH-SOUTHEAST OF LONE PINE TREE IN ROCK FENCE, 106 FEET WEST OF GAP
 LZ1885'IN ROCK FENCE, AND 56.5 FEET SOUTH OF ROCK FENCE.
 LZ1885'
 LZ1885'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK TABLET STAMPED
 LZ1885'DOUGLAS ET 1968 RM 1 SET IN DRILL HOLE IN OUTCROPPING BEDROCK.  IT
 LZ1885'IS 48 FEET SOUTHEAST OF LONE PINE TREE IN ROCK FENCE AND 32 FEET
 LZ1885'SOUTH OF ROCK FENCE.
 LZ1885'
 LZ1885'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK TABLET STAMPED
 LZ1885'DOUGLAS ET 1968 RM 2 SET IN DRILL HOLE IN OUTCROPPING BEDROCK.  IT
 LZ1885'IS 142 FEET EAST OF LONE PINE IN ROCK FENCE AND 18 FEET NORTH OF ROCK
 LZ1885'FENCE.
 LZ1885'
 LZ1885'NO AZIMUTH MARK WAS SET AS SHICKSHINNY LOOKOUT TOWER IS VISIBLE FROM
 LZ1885'THE GROUND.
 LZ1885'
 LZ1885'HEIGHT OF LIGHT ABOVE STATION MARK - 4.9 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3099 ***********************************************************************
 KW3099  DESIGNATION -  DOVER
 KW3099  PID         -  KW3099
 KW3099  STATE/COUNTY-  PA/YORK
 KW3099  USGS QUAD   -  DOVER (1972)
 KW3099
 KW3099                         *CURRENT SURVEY CONTROL
 KW3099  ___________________________________________________________________
 KW3099* NAD 83(1992)-  40 01 09.86444(N)    076 48 57.62965(W)     ADJUSTED  
 KW3099* NAVD 88     -       149.     (meters)     489.     (feet)  SCALED    
 KW3099  ___________________________________________________________________
 KW3099  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 KW3099  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KW3099
 KW3099  HORZ ORDER  -  SECOND
 KW3099
 KW3099.The horizontal coordinates were established by classical geodetic methods
 KW3099.and adjusted by the National Geodetic Survey in June 2002..
 KW3099
 KW3099.The orthometric height was scaled from a topographic map.
 KW3099
 KW3099.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3099
 KW3099.The geoid height was determined by GEOID03.
 KW3099
 KW3099;                    North         East     Units Scale Factor Converg.
 KW3099;SPC PA S     -    76,599.551   679,732.105   MT  0.99998766   +0 36 21.5
 KW3099;SPC PA S     -   251,310.36  2,230,087.75   sFT  0.99998766   +0 36 21.5
 KW3099;UTM  18      - 4,431,490.789   345,025.430   MT  0.99989567   -1 10 04.8
 KW3099
 KW3099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3099!SPC PA S     -   0.99998197  x   0.99998766  =   0.99996963
 KW3099!UTM  18      -   0.99998197  x   0.99989567  =   0.99987765
 KW3099
 KW3099|---------------------------------------------------------------------|
 KW3099| PID    Reference Object                     Distance      Geod. Az  |
 KW3099|                                                           dddmmss.s |
 KW3099| CB4021 DOVER RM 2                           25.149 METERS 01157     |
 KW3099| KW3103 ZIONSVIEW AIRWAY BEACON             APPROX. 5.4 KM 0501623.4 |
 KW3099| CB4020 DOVER RM 1                           20.660 METERS 13350     |
 KW3099| CB4019 DOVER AZ MK                                        1782521.2 |
 KW3099| JV6130 WORK RADIO NE MAST                  APPROX. 9.5 KM 1795634.2 |
 KW3099| JV6131 WORK RADIO SW MAST                  APPROX. 9.5 KM 1803405.9 |
 KW3099| KW3101 DOVER CITY WATER TANK               APPROX. 3.8 KM 2430752.4 |
 KW3099|---------------------------------------------------------------------|
 KW3099
 KW3099                          SUPERSEDED SURVEY CONTROL
 KW3099
 KW3099  NAD 83(1986)-  40 01 09.85909(N)    076 48 57.63228(W) AD(       ) 2
 KW3099  NAD 27      -  40 01 09.51100(N)    076 48 58.73600(W) AD(       ) 2
 KW3099
 KW3099.Superseded values are not recommended for survey control.
 KW3099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3099.See file dsdata.txt to determine how the superseded data were derived.
 KW3099
 KW3099_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK4502531491(NAD 83)
 KW3099_MARKER: DS = TRIANGULATION STATION DISK
 KW3099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW3099+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2005
 KW3099
 KW3099  HISTORY     - Date     Condition        Report By
 KW3099  HISTORY     - 1942     MONUMENTED       CGS
 KW3099  HISTORY     - 20050213 GOOD             GEOCAC
 KW3099
 KW3099                          STATION DESCRIPTION
 KW3099
 KW3099'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW3099'STATION IS ABOUT 2.25 MILES NE OF DOVER, ABOUT 7 MILES NW OF YORK ON
 KW3099'PROPERTY OF MR. G.D. KLEISER.  MARK IS 12 FEET N OF WIRE FENCE
 KW3099'ALONG THE N SIDE OF THE ROAD, 23 FEET E OF A 16-INCH
 KW3099'TRIANGULAR-BLAZED CHERRY TREE, AND 288.5 FEET SW OF THE NORTHERLY
 KW3099'CORNER OF MR. KLEISERS HOUSE.  MARK IS STAMPED DOVER 1942 AND IS SET
 KW3099'ABOUT 12 INCHES BELOW THE GROUND.
 KW3099'
 KW3099'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KW3099'BRONZE DISKS SET IN CONCRETE.
 KW3099'
 KW3099'REFERENCE MARK NO. 1 IS 1 FOOT N OF THE WIRE FENCE ON THE N SIDE OF
 KW3099'THE ROAD.  MARK IS STAMPED DOVER NO. 1 1942 AND PROJECTS ABOUT 6
 KW3099'INCHES.
 KW3099'
 KW3099'REFERENCE MARK NO. 2 IS E OF THE WIRE FENCE LINE ON THE W SIDE OF
 KW3099'FIELD.  MARK IS STAMPED DOVER NO. 2 1942 AND PROJECTS ABOUT 6
 KW3099'INCHES.
 KW3099'
 KW3099'AZIMUTH MARK IS 0.3 MILE S OF THE STATION BY ROAD.  TO REACH FROM THE
 KW3099'STATION RETURN TO THE CROSSROADS MENTIONED ABOVE, TURN RIGHT AND GO
 KW3099'0.15 MILE TO AZIMUTH ON THE RIGHT, 15 PACES FROM THE CENTER LINE OF
 KW3099'THE ROAD, ON THE SW EDGE OF DRIVE TO HOUSE.  MARK IS STAMPED
 KW3099'DOVER 1942 AND PROJECTS ABOUT 4 INCHES.
 KW3099'
 KW3099'STATION IS REACHED FROM DOVER (WHICH IS ON STATE ROUTE 74) BY GOING
 KW3099'NE ON PAVED ROAD (ZIONVIEW 6) FOR 2.3 MILES TO CROSSROADS AND
 KW3099'STORE ON THE RIGHT, TURN LEFT, NW, AND GO 0.15 MILE TO STATION ON THE
 KW3099'RIGHT.
 KW3099'
 KW3099'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 KW3099
 KW3099                          STATION RECOVERY (2005)
 KW3099
 KW3099'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW3099'STATION AND REFERENCE MARK 2 FOUND AS DESCRIBED. STATION IS 8 FEET 11
 KW3099'INCHES NORTH OF A FIBERGLASS WITNESS POST. WIRE FENCE NO LONGER
 KW3099'EXISTS. CHERRY TREE EXISTS BUT IS NO LONGER BLAZED.
 KW3099'REFERENCE MARK 1 SEARCHED FOR BUT NOT LOCATED.
 KW3099'AZIMUTH MARK FOUND AS DESCRIBED BESIDE DRIVEWAY OF HOUSE LOCATED AT
 KW3099'991 EAST CANAL RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2095 ***********************************************************************
 MA2095  DESIGNATION -  DOWD
 MA2095  PID         -  MA2095
 MA2095  STATE/COUNTY-  PA/ERIE
 MA2095  USGS QUAD   -  COLUMBUS (1990)
 MA2095
 MA2095                         *CURRENT SURVEY CONTROL
 MA2095  ___________________________________________________________________
 MA2095* NAD 83(1992)-  41 56 56.96155(N)    079 36 39.49486(W)     ADJUSTED  
 MA2095* NAVD 88     -       525.8    (meters)    1725.     (feet)  VERTCON   
 MA2095  ___________________________________________________________________
 MA2095  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 MA2095  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MA2095
 MA2095  HORZ ORDER  -  FIRST
 MA2095
 MA2095.The horizontal coordinates were established by classical geodetic methods
 MA2095.and adjusted by the National Geodetic Survey in June 2002..
 MA2095
 MA2095.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2095
 MA2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2095
 MA2095.The geoid height was determined by GEOID03.
 MA2095
 MA2095;                    North         East     Units Scale Factor Converg.
 MA2095;SPC PA N     -   199,615.369   445,706.370   MT  0.99999986   -1 13 52.0
 MA2095;SPC PA N     -   654,904.76  1,462,288.32   sFT  0.99999986   -1 13 52.0
 MA2095;SPC NY W     -   216,957.735   264,796.542   MT  1.00002680   -0 41 13.2
 MA2095;SPC NY W     -   711,802.17    868,753.32   sFT  1.00002680   -0 41 13.2
 MA2095;UTM  17      - 4,645,064.073   615,128.845   MT  0.99976310   +0 55 43.1
 MA2095
 MA2095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2095!SPC PA N     -   0.99992281  x   0.99999986  =   0.99992267
 MA2095!SPC NY W     -   0.99992281  x   1.00002680  =   0.99994961
 MA2095!UTM  17      -   0.99992281  x   0.99976310  =   0.99968593
 MA2095
 MA2095:                Primary Azimuth Mark                     Grid Az
 MA2095:SPC PA N     -  CORRY J P HOWARD CO STACK                181 30 18.8
 MA2095:SPC NY W     -  CORRY J P HOWARD CO STACK                180 57 40.0
 MA2095:UTM  17      -  CORRY J P HOWARD CO STACK                179 20 43.7
 MA2095
 MA2095|---------------------------------------------------------------------|
 MA2095| PID    Reference Object                     Distance      Geod. Az  |
 MA2095|                                                           dddmmss.s |
 MA2095| MA2094 CORRY J P HOWARD CO STACK           APPROX. 3.7 KM 1801626.8 |
 MA2095| CW9722 DOWD RM 1                            37.213 METERS 19435     |
 MA2095| MA2112 CORRY HIGH SCHOOL BELFRY            APPROX. 4.2 KM 2170409.1 |
 MA2095| MA2110 CORRY ST EDWARDS CATHOLIC CH        APPROX. 4.1 KM 2222044.4 |
 MA2095| CW9723 DOWD RM 2                            30.328 METERS 27623     |
 MA2095| CW9721 DOWD AZ MK                                         3241354.9 |
 MA2095|---------------------------------------------------------------------|
 MA2095
 MA2095                          SUPERSEDED SURVEY CONTROL
 MA2095
 MA2095  NAD 83(1996)-  41 56 56.96195(N)    079 36 39.49486(W) AD(       ) 1
 MA2095  NAD 83(1986)-  41 56 56.96489(N)    079 36 39.49100(W) AD(       ) 1
 MA2095  NAD 27      -  41 56 56.76928(N)    079 36 40.30866(W) AD(       ) 1
 MA2095  NGVD 29 (07/19/86)  526.0    (m)         1726.     (f) VERT ANG       
 MA2095
 MA2095.Superseded values are not recommended for survey control.
 MA2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2095.See file dsdata.txt to determine how the superseded data were derived.
 MA2095
 MA2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG1512945064(NAD 83)
 MA2095_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2095
 MA2095  HISTORY     - Date     Condition        Report By
 MA2095  HISTORY     - 1938     MONUMENTED       CGS
 MA2095  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MA2095
 MA2095                          STATION DESCRIPTION
 MA2095
 MA2095'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 MA2095'STATION IS ON COUNTY LINE BETWEEN ERIE AND WARREN COUNTIES, ON SUMMIT
 MA2095'OF DOWN HILL,
 MA2095'APPROXIMATELY 3 MILES E OF CORRY, LAND ON WARREN COUNTY SIDE IS OWNED
 MA2095'BY JOSEPH J. DESMOND, ON ERIE COUNTY SIDE BY F.G. GARFIELD.  MARK
 MA2095'IS 1 FOOT W OF BARBWIRE FENCE, APPROXIMATELY 150 YARDS S OF CLUMP OF
 MA2095'MAPLES, APPROXIMATELY 300 YARDS N OF THICK WOODS, AND PROTRUDES 4
 MA2095'INCHES, ALL MARKS ARE STAMPED DOWD, 1938.
 MA2095'
 MA2095'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 MA2095'SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 MA2095'
 MA2095'REFERENCE MARK NO.1 IS SSW OF STATION, 30 FEET W OF FENCE LINE,AND
 MA2095'PROTRUDES 4 INCHES.  REFERENCE MARK NO.2 IS WNW OF STATION AND
 MA2095'PROTRUDES 2 INCHES.
 MA2095'
 MA2095'AZIMUTH MARK IS 0.3 MILE NNE OF STATION, 8 FEET W OF CENTER LINE OF
 MA2095'ROAD OR TRAIL LEADING TO STATION, 10-FOOT STAND OR SLIGHT CLEARING
 MA2095'TO SEE AZIMUTH.
 MA2095'
 MA2095'TO REACH FROM CORRY, INTERSECTION OF ROUTE 189 AND U.S. 6, GO S ON 6,
 MA2095'1.15 MILES TO DIRT ROAD L, TURN L AND GO 1.65 MILES (PASSING GOLF
 MA2095'LINKS ON L) TO T-INTERSECTION, TURN R AND GO 0.25 MILE TO HOUSE AND
 MA2095'BARN ON R, TURN R AND FOLLOW ROAD ACROSS FIELD 0.35 MILE TO
 MA2095'GATE, GO THROUGH GATE AND FOLLOW TRAIL SSE 0.4 MILE TO STATION.
 MA2095'AZIMUTH IS BESIDE THIS TRAIL 0.1 MILE FROM GATE.
 MA2095'
 MA2095'77-FOOT TOWER NECESSARY TO SEE MON 221.
 MA2095'
 MA2095'64-FOOT TOWER NECESSARY TO SEE CARTER HILL.
 MA2095'
 MA2095'50-FOOT TOWER NECESSARY TO SEE LINES AND MON 216.
 MA2095'
 MA2095'37-FOOT TOWER NECESSARY TO SEE SPRING
 MA2095'CZECH, MILES, AND OXBOW ARE VISIBLE FROM GROUND.
 MA2095'
 MA2095'HEIGHT OF LIGHT ABOVE STATION MARK- 26 METERS.
 MA2095
 MA2095                          STATION RECOVERY (1967)
 MA2095
 MA2095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MA2095'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 MA2095'MARK WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1336 ***********************************************************************
 MA1336  DESIGNATION -  DOWN
 MA1336  PID         -  MA1336
 MA1336  STATE/COUNTY-  PA/VENANGO
 MA1336  USGS QUAD   -  EAU CLAIRE (1979)
 MA1336
 MA1336                         *CURRENT SURVEY CONTROL
 MA1336  ___________________________________________________________________
 MA1336* NAD 83(1992)-  41 12 04.70282(N)    079 48 10.58406(W)     ADJUSTED  
 MA1336* NAVD 88     -       438.432  (meters)    1438.42   (feet)  ADJUSTED  
 MA1336  ___________________________________________________________________
 MA1336  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 MA1336  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MA1336  DYNAMIC HT  -         438.229 (meters)    1437.76  (feet)  COMP
 MA1336  MODELED GRAV-     980,147.2   (mgal)                       NAVD 88
 MA1336
 MA1336  HORZ ORDER  -  SECOND
 MA1336  VERT ORDER  -  SECOND    CLASS 0
 MA1336
 MA1336.The horizontal coordinates were established by classical geodetic methods
 MA1336.and adjusted by the National Geodetic Survey in June 2002..
 MA1336
 MA1336.The orthometric height was determined by differential leveling
 MA1336.and adjusted by the National Geodetic Survey in June 1991..
 MA1336
 MA1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1336
 MA1336.The geoid height was determined by GEOID03.
 MA1336
 MA1336.The dynamic height is computed by dividing the NAVD 88
 MA1336.geopotential number by the normal gravity value computed on the
 MA1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1336.degrees latitude (g = 980.6199 gals.).
 MA1336
 MA1336.The modeled gravity was interpolated from observed gravity values.
 MA1336
 MA1336;                    North         East     Units Scale Factor Converg.
 MA1336;SPC PA N     -   116,941.054   427,824.437   MT  0.99996392   -1 21 29.2
 MA1336;SPC PA N     -   383,664.11  1,403,620.67   sFT  0.99996392   -1 21 29.2
 MA1336;SPC PA S     -   209,422.625   427,809.807   MT  1.00004531   -1 19 55.0
 MA1336;SPC PA S     -   687,080.73  1,403,572.68   sFT  1.00004531   -1 19 55.0
 MA1336;UTM  17      - 4,561,795.063   600,368.630   MT  0.99972398   +0 47 18.9
 MA1336
 MA1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1336!SPC PA N     -   0.99993647  x   0.99996392  =   0.99990039
 MA1336!SPC PA S     -   0.99993647  x   1.00004531  =   0.99998178
 MA1336!UTM  17      -   0.99993647  x   0.99972398  =   0.99966047
 MA1336
 MA1336:                Primary Azimuth Mark                     Grid Az
 MA1336:SPC PA N     -  SLEEP                                    270 14 20.4
 MA1336:SPC PA S     -  SLEEP                                    270 12 46.2
 MA1336:UTM  17      -  SLEEP                                    268 05 32.3
 MA1336
 MA1336|---------------------------------------------------------------------|
 MA1336| PID    Reference Object                     Distance      Geod. Az  |
 MA1336|                                                           dddmmss.s |
 MA1336| MA1343 SLEEP                               APPROX. 3.2 KM 2685251.2 |
 MA1336| MA1338 DOWN RM 2                            13.797 METERS 27109     |
 MA1336| CW9724 DOWN RM 1                             9.777 METERS 34439     |
 MA1336|---------------------------------------------------------------------|
 MA1336
 MA1336                          SUPERSEDED SURVEY CONTROL
 MA1336
 MA1336  NAD 83(1995)-  41 12 04.70571(N)    079 48 10.58559(W) AD(       ) 2
 MA1336  NAD 83(1986)-  41 12 04.70643(N)    079 48 10.58707(W) AD(       ) 2
 MA1336  NAD 27      -  41 12 04.48750(N)    079 48 11.40270(W) AD(       ) 2
 MA1336  NGVD 29 (??/??/92)  438.595  (m)         1438.96   (f) ADJ UNCH    2 0
 MA1336
 MA1336.Superseded values are not recommended for survey control.
 MA1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1336.See file dsdata.txt to determine how the superseded data were derived.
 MA1336
 MA1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF0036961795(NAD 83)
 MA1336_MARKER: DS = TRIANGULATION STATION DISK
 MA1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1336_STAMPING: DOWN 1958
 MA1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1336+STABILITY: SURFACE MOTION
 MA1336
 MA1336  HISTORY     - Date     Condition        Report By
 MA1336  HISTORY     - 1958     MONUMENTED       CGS
 MA1336  HISTORY     - 1958     GOOD             CGS
 MA1336
 MA1336                          STATION DESCRIPTION
 MA1336
 MA1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 MA1336'STATION IS LOCATED ON STATE HIGHWAY 208 RIGHT-OF-WAY, ON A SMALL
 MA1336'HILL, ABOUT 3-1/2 MILES EAST OF CLINTONVILLE, 5-1/2 MILES
 MA1336'WEST-NORTHWEST OF EMLENTON.
 MA1336'
 MA1336'REACHED FROM THE POST OFFICE AND THE INTERSECTION OF STATE HIGHWAYS
 MA1336'208 AND 308 IN CLINTONVILLE BY GOING EAST ON HIGHWAY 208 FOR
 MA1336'1.6 MILES TO A CEMETERY ON THE LEFT HAND SIDE OF THE HIGHWAY,
 MA1336'CONTINUE EAST, ON THE HIGHWAY FOR 1.8 MILES TO TOP OF A SMALL
 MA1336'HILL AND A HOUSE WHICH HAS A STONE CHIMNEY, CONTINUE EAST, ON THE
 MA1336'HIGHWAY FOR 0.1 MILE TO THE STATION ON THE LEFT SIDE OF THE
 MA1336'HIGHWAY.
 MA1336'
 MA1336'STATION MARK IS A STANDARD DISK, STAMPED DOWN 1958, SET IN THE TOP OF
 MA1336'A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 41
 MA1336'FEET NORTH OF HIGHWAY 208, 7 FEET NORTH OF A POWERLINE POLE, 5.5 FEET
 MA1336'SOUTH OF A 15-INCH MAPLE TREE.  A 4 X 4 WHITE WITNESS POST WAS SET 6
 MA1336'FEET EAST OF THE MARK.
 MA1336'
 MA1336'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED DOWN NO 1 1958,
 MA1336'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 MA1336'INCHES.  IT IS 72 FEET NORTH OF HIGHWAY 208, 38 FEET NORTH-NORTHWEST
 MA1336'OF THE POWERLINE POLE, 33 FEET NORTH-NORTHWEST OF THE WHITE
 MA1336'WITNESS POST, 27 FEET NORTH-NORTHWEST OF THE MAPLE TREE.
 MA1336'
 MA1336'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED DOWN NO 2 1958,
 MA1336'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 MA1336'INCHES.  IT IS 31 FEET NORTH OF HIGHWAY 208, 44 FEET WEST OF THE
 MA1336'POWERLINE POLE, 46 FEET SOUTHWEST OF THE MAPLE TREE, 51 FEET WEST
 MA1336'OF THE WHITE WITNESS POST.
 MA1336
 MA1336                          STATION RECOVERY (1958)
 MA1336
 MA1336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 MA1336'3.5 MI E FROM CLINTONVILLE.
 MA1336'ABOUT 3 1/2 MILES EAST ALONG STATE HY. 208 FROM CLINTONVILLE.
 MA1336'LOCATED 41 FEET NORTH OF HY 208, 7 FEET NORTH OF A POWER POLE,
 MA1336'5 1/2 FEET SOUTH OF A 15 INCH MAPLE TREE, 45 FEET SOUTH SOUTHEAST
 MA1336'OF RM NO 2, 32 FEET SOUTHEAST OF RM NO 1, 6 FEET WEST OF A
 MA1336'WITNESS POST AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1337 ***********************************************************************
 MA1337  DESIGNATION -  DOWN 1
 MA1337  PID         -  MA1337
 MA1337  STATE/COUNTY-  PA/VENANGO
 MA1337  USGS QUAD   -  EAU CLAIRE (1979)
 MA1337
 MA1337                         *CURRENT SURVEY CONTROL
 MA1337  ___________________________________________________________________
 MA1337* NAD 83(1986)-  41 12 04.     (N)    079 48 10.     (W)     SCALED    
 MA1337* NAVD 88     -       438.367  (meters)    1438.21   (feet)  ADJUSTED  
 MA1337  ___________________________________________________________________
 MA1337  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MA1337  DYNAMIC HT  -         438.164 (meters)    1437.54  (feet)  COMP
 MA1337  MODELED GRAV-     980,147.2   (mgal)                       NAVD 88
 MA1337
 MA1337  VERT ORDER  -  SECOND    CLASS 0
 MA1337
 MA1337.The horizontal coordinates were scaled from a topographic map and have
 MA1337.an estimated accuracy of +/- 6 seconds.
 MA1337
 MA1337.The orthometric height was determined by differential leveling
 MA1337.and adjusted by the National Geodetic Survey in June 1991..
 MA1337
 MA1337.The geoid height was determined by GEOID03.
 MA1337
 MA1337.The dynamic height is computed by dividing the NAVD 88
 MA1337.geopotential number by the normal gravity value computed on the
 MA1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1337.degrees latitude (g = 980.6199 gals.).
 MA1337
 MA1337.The modeled gravity was interpolated from observed gravity values.
 MA1337
 MA1337;                    North         East    Units  Estimated Accuracy
 MA1337;SPC PA N     -   116,920.      427,840.      MT  (+/- 180 meters Scaled)
 MA1337
 MA1337                          SUPERSEDED SURVEY CONTROL
 MA1337
 MA1337  NGVD 29 (??/??/92)  438.530  (m)         1438.74   (f) ADJ UNCH    2 0
 MA1337
 MA1337.Superseded values are not recommended for survey control.
 MA1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1337.See file dsdata.txt to determine how the superseded data were derived.
 MA1337
 MA1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF003617(NAD 83)
 MA1337_MARKER: DR = REFERENCE MARK DISK
 MA1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1337_STAMPING: DOWN NO 1 1958
 MA1337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1337+STABILITY: SURFACE MOTION
 MA1337
 MA1337  HISTORY     - Date     Condition        Report By
 MA1337  HISTORY     - 1958     MONUMENTED       CGS
 MA1337
 MA1337                          STATION DESCRIPTION
 MA1337
 MA1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA1337'3.5 MI E FROM CLINTONVILLE.
 MA1337'ABOUT 3 1/2 MILES EAST ALONG STATE HY. 208 FROM CLINTONVILLE.
 MA1337'LOCATED 72 FEET NORTH OF HY 208, 38 FEET NORTH NORTHWEST OF A
 MA1337'POWER POLE, 27 FEET NORTH NORTHWEST OF A MAPLE TREE, 32 FEET
 MA1337'NORTH NORTHWEST OF DOWN STATION, 33 FEET NORTH NORTHWEST OF A
 MA1337'WITNESS POST AND PROJECTING 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1338 ***********************************************************************
 MA1338  DESIGNATION -  DOWN RM 2
 MA1338  PID         -  MA1338
 MA1338  STATE/COUNTY-  PA/VENANGO
 MA1338  USGS QUAD   -  EAU CLAIRE (1979)
 MA1338
 MA1338                         *CURRENT SURVEY CONTROL
 MA1338  ___________________________________________________________________
 MA1338* NAD 83(1986)-  41 12 04.     (N)    079 48 10.     (W)     SCALED    
 MA1338* NAVD 88     -       437.865  (meters)    1436.56   (feet)  ADJUSTED  
 MA1338  ___________________________________________________________________
 MA1338  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MA1338  DYNAMIC HT  -         437.662 (meters)    1435.90  (feet)  COMP
 MA1338  MODELED GRAV-     980,147.2   (mgal)                       NAVD 88
 MA1338
 MA1338  VERT ORDER  -  SECOND    CLASS 0
 MA1338
 MA1338.The horizontal coordinates were scaled from a topographic map and have
 MA1338.an estimated accuracy of +/- 6 seconds.
 MA1338
 MA1338.The orthometric height was determined by differential leveling
 MA1338.and adjusted by the National Geodetic Survey in June 1991..
 MA1338
 MA1338.The geoid height was determined by GEOID03.
 MA1338
 MA1338.The dynamic height is computed by dividing the NAVD 88
 MA1338.geopotential number by the normal gravity value computed on the
 MA1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1338.degrees latitude (g = 980.6199 gals.).
 MA1338
 MA1338.The modeled gravity was interpolated from observed gravity values.
 MA1338
 MA1338;                    North         East    Units  Estimated Accuracy
 MA1338;SPC PA N     -   116,920.      427,840.      MT  (+/- 180 meters Scaled)
 MA1338
 MA1338                          SUPERSEDED SURVEY CONTROL
 MA1338
 MA1338  NGVD 29 (??/??/92)  438.028  (m)         1437.10   (f) ADJ UNCH    2 0
 MA1338
 MA1338.Superseded values are not recommended for survey control.
 MA1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1338.See file dsdata.txt to determine how the superseded data were derived.
 MA1338
 MA1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF003617(NAD 83)
 MA1338_MARKER: DR = REFERENCE MARK DISK
 MA1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1338_STAMPING: DOWN NO 2 1958
 MA1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1338+STABILITY: SURFACE MOTION
 MA1338
 MA1338  HISTORY     - Date     Condition        Report By
 MA1338  HISTORY     - 1958     MONUMENTED       CGS
 MA1338
 MA1338                          STATION DESCRIPTION
 MA1338
 MA1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA1338'3.5 MI E FROM CLINTONVILLE.
 MA1338'ABOUT 3 1/2 MILES EAST ALONG STATE HY. 208 FROM CLINTONVILLE.
 MA1338'LOCATED 31 FEET NORTH OF HY. 208, 44 FEET WEST OF A POWER POLE,
 MA1338'46 FEET SOUTH WEST OF A MAPLE TREE, 45 FEET WEST OF DOWN STATION,
 MA1338'51 FEET WEST OF A WITNESS POST PROJECTING ABOUT 2 INCHES ABOVE
 MA1338'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6151 ***********************************************************************
 KV6151  DESIGNATION -  DOWNING
 KV6151  PID         -  KV6151
 KV6151  STATE/COUNTY-  PA/CHESTER
 KV6151  USGS QUAD   -  DOWNINGTOWN (1983)
 KV6151
 KV6151                         *CURRENT SURVEY CONTROL
 KV6151  ___________________________________________________________________
 KV6151* NAD 83(1992)-  40 01 13.11163(N)    075 40 08.73615(W)     ADJUSTED  
 KV6151* NAVD 88     -       101.5    (meters)     333.     (feet)  VERTCON   
 KV6151  ___________________________________________________________________
 KV6151  X           -   1,210,705.279 (meters)                     COMP
 KV6151  Y           -  -4,739,103.880 (meters)                     COMP
 KV6151  Z           -   4,079,756.492 (meters)                     COMP
 KV6151  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 KV6151  ELLIP HEIGHT-          68.05  (meters)          (06/21/02) GPS OBS
 KV6151  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 KV6151
 KV6151  HORZ ORDER  -  SECOND
 KV6151  ELLP ORDER  -  FOURTH    CLASS I
 KV6151
 KV6151.The horizontal coordinates were established by GPS observations
 KV6151.and adjusted by the National Geodetic Survey in June 2002..
 KV6151
 KV6151.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6151
 KV6151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6151
 KV6151.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6151
 KV6151.The ellipsoidal height was determined by GPS observations
 KV6151.and is referenced to NAD 83.
 KV6151
 KV6151.The geoid height was determined by GEOID03.
 KV6151
 KV6151;                    North         East     Units Scale Factor Converg.
 KV6151;SPC PA S     -    78,370.888   777,625.337   MT  0.99998754   +1 21 00.3
 KV6151;SPC PA S     -   257,121.82  2,551,259.13   sFT  0.99998754   +1 21 00.3
 KV6151;UTM  18      - 4,430,225.691   442,903.087   MT  0.99964013   -0 25 49.0
 KV6151
 KV6151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6151!SPC PA S     -   0.99998932  x   0.99998754  =   0.99997686
 KV6151!UTM  18      -   0.99998932  x   0.99964013  =   0.99962946
 KV6151
 KV6151:                Primary Azimuth Mark                     Grid Az
 KV6151:SPC PA S     -  BACTON HILL ATT MICROWAVE                053 30 17.5
 KV6151:UTM  18      -  BACTON HILL ATT MICROWAVE                055 17 06.8
 KV6151
 KV6151|---------------------------------------------------------------------|
 KV6151| PID    Reference Object                     Distance      Geod. Az  |
 KV6151|                                                           dddmmss.s |
 KV6151| KV6147 BACTON HILL ATT MICROWAVE           APPROX. 6.1 KM 0545117.8 |
 KV6151| CS3697 DOWNING RM 1                         13.279 METERS 07223     |
 KV6151| CS3698 DOWNING RM 2                         11.173 METERS 18702     |
 KV6151| CS3690 COATSVILLE VET HOSP DOME                           2565127.3 |
 KV6151| KV6152 DOWNING AZ MK                       APPROX. 0.5 KM 2570929.3 |
 KV6151| CS3691 COATSVILLE VET HOSP ROUND TANK                     2575202.3 |
 KV6151| CS3692 COATSVILLE VETERANS HOSP TK                        2582215.3 |
 KV6151|---------------------------------------------------------------------|
 KV6151
 KV6151                          SUPERSEDED SURVEY CONTROL
 KV6151
 KV6151  NAD 83(1996)-  40 01 13.11026(N)    075 40 08.73594(W) AD(       ) 2
 KV6151  NAD 83(1991)-  40 01 13.10796(N)    075 40 08.73862(W) AD(       ) 2
 KV6151  ELLIP H (01/27/92)   68.22   (m)                       GP(       ) 4 1
 KV6151  NAD 83(1992)-  40 01 13.10734(N)    075 40 08.73996(W) AD(       ) 2
 KV6151  NGVD 29 (03/28/90)  101.8    (m)          334.     (f) GPS OBS        
 KV6151
 KV6151.Superseded values are not recommended for survey control.
 KV6151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6151.See file dsdata.txt to determine how the superseded data were derived.
 KV6151
 KV6151_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK4290330226(NAD 83)
 KV6151_MARKER: DH = HORIZONTAL CONTROL DISK
 KV6151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6151_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KV6151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6151+STABILITY: SURFACE MOTION
 KV6151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6151+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1987
 KV6151
 KV6151  HISTORY     - Date     Condition        Report By
 KV6151  HISTORY     - 1985     MONUMENTED       PADT
 KV6151  HISTORY     - 19870314 GOOD             GEOHYD
 KV6151  HISTORY     - 20011203 MARK NOT FOUND   NGS
 KV6151
 KV6151                          STATION DESCRIPTION
 KV6151
 KV6151'DESCRIBED BY PA DEPT OF TRANSP 1985 (RBG)
 KV6151'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 KV6151'SOUTH-SOUTHWEST OF LIONVILLE,
 KV6151'3.5 KM (2.2 MI) WEST-SOUTHWEST OF EXTON, AND
 KV6151'2.0 KM (1.2 MI) EAST-NORTHEAST OF DOWNINGTOWN, IN EAST CALN
 KV6151'TOWNSHIP, CHESTER COUNTY, AT THE JUNCTION OF U.S. HIGHWAY 30 AND
 KV6151'EAST LANCASTER AVENUE.
 KV6151'OWNERSHIP--PADT ROAD RIGHT-OF-WAY.
 KV6151'
 KV6151'TO REACH THE STATION FROM THE MUNICIPAL BUILDING IN DOWNINGTOWN, GO
 KV6151'EAST FOR 0.2 KM (0.15 MI) ON WEST LANCASTER AVENUE TO WALLACE
 KV6151'AVENUE,
 KV6151'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.8 KM (0.5 MI) ON EAST
 KV6151'LANCASTER AVENUE TO STATE HIGHWAY 113,
 KV6151'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 2.0 KM (1.25 MI) ON EAST
 KV6151'LANCASTER AVENUE TO THE JUNCTION OF U.S. HIGHWAY 30 AND THE AZIMUTH
 KV6151'MARK ON THE LEFT,
 KV6151'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.5 KM (0.3 MI) ON EAST
 KV6151'LANCASTER AVENUE TO THE STATION ON THE RIGHT AT THE TOP OF THE CUT
 KV6151'SLOPE.
 KV6151'
 KV6151'THE STATION IS A STANDARD PADT DISK
 KV6151'STAMPED---DOWNING 1985---,
 KV6151'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6151'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6151'15.49 METERS (50.5 FT) WEST-NORTHWEST FROM A 2 INCH DIAMETER PINE
 KV6151'TREE,
 KV6151'12.65 METERS (41.5 FT) NORTHWEST FROM A 6 INCH DIAMETER PINE TREE,
 KV6151'8.53 METERS (28.0 FT) SOUTH FROM THE SOUTH EDGE OF EAST LANCASTER
 KV6151'AVENUE, AND
 KV6151'2.68 METERS (8.8 FT) SOUTH-SOUTHWEST FROM A WITNESS POST.
 KV6151'THE UNDERGROUND MARK IS A STANDARD PADT DISK
 KV6151'STAMPED---DOWNING 1985---,
 KV6151'SET INTO AN IRREGULAR MASS OF CONCRETE 1.16 METERS BELOW THE SURFACE.
 KV6151'
 KV6151'REFERENCE MARK NO. 1 IS A STANDARD PADT DISK
 KV6151'STAMPED---DOWNING NO 1 1985---,
 KV6151'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6151'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6151'12.41 METERS (40.7 FT) EAST FROM A WITNESS POST,
 KV6151'10.06 METERS (33.0 FT) NORTH-NORTHEAST FROM A 6 INCH DIAMETER PINE
 KV6151'TREE,
 KV6151'8.08 METERS (26.5 FT) SOUTH FROM THE SOUTH EDGE OF EAST LANCASTER
 KV6151'AVENUE, AND
 KV6151'2.8 METERS (9.2 FT) NORTHWEST FROM A 2 INCH DIAMETER PINE TREE.
 KV6151'MARK IS LEVEL WITH THE STATION.
 KV6151'
 KV6151'REFERENCE MARK NO. 2 IS A STANDARD PADT DISK
 KV6151'STAMPED---DOWNING NO 2 1985---,
 KV6151'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6151'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6151'18.74 METERS (61.5 FT) SOUTH FROM THE SOUTH EDGE OF EAST LANCASTER
 KV6151'AVENUE,
 KV6151'13.78 METERS (45.2 FT) SOUTH-SOUTHWEST FROM A WITNESS POST, AND
 KV6151'13.32 METERS (43.7 FT) WEST FROM A 6 INCH DIAMETER PINE TREE.
 KV6151'MARK IS LEVEL WITH THE STATION.
 KV6151'
 KV6151'AZIMUTH MARK NO. 1 IS A STANDARD PADT DISK
 KV6151'STAMPED---DOWNING 1985---,
 KV6151'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6151'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6151'7.01 METERS (23.0 FT) WEST-NORTHWEST FROM A POWER POLE NUMBER 1637,
 KV6151'6.55 METERS (21.5 FT) SOUTH FROM THE SOUTH EDGE OF U.S. HIGHWAY 30,
 KV6151'6.4 METERS (21.0 FT) NORTH FROM THE NORTH EDGE OF EAST LANCASTER
 KV6151'AVENUE, AND
 KV6151'0.91 METERS (3.0 FT) NORTH FROM A WITNESS POST.
 KV6151'TO REACH THE AZIMUTH FROM THE STATION,
 KV6151'GO WEST FOR 0.5 KM (0.3 MI) ON EAST LANCASTER AVENUE TO THE AZIMUTH
 KV6151'MARK ON THE RIGHT, IN THE TRIANGLE CREATED BY EAST LANCASTER AVENUE
 KV6151'AND WEST BOUND U.S. HIGHWAY 30.
 KV6151'
 KV6151'DESCRIBED BY R.B. GROSSER.
 KV6151
 KV6151                          STATION RECOVERY (1987)
 KV6151
 KV6151'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1987
 KV6151'RECOVERED IN GOOD CONDITION.
 KV6151
 KV6151                          STATION RECOVERY (2001)
 KV6151
 KV6151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV6151'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6152 ***********************************************************************
 KV6152  DESIGNATION -  DOWNING AZ MK
 KV6152  PID         -  KV6152
 KV6152  STATE/COUNTY-  PA/CHESTER
 KV6152  USGS QUAD   -  DOWNINGTOWN (1983)
 KV6152
 KV6152                         *CURRENT SURVEY CONTROL
 KV6152  ___________________________________________________________________
 KV6152* NAD 83(1992)-  40 01 09.39419(N)    075 40 29.94283(W)     ADJUSTED  
 KV6152* NAVD 88     -        96.     (meters)     315.     (feet)  VERTCON   
 KV6152  ___________________________________________________________________
 KV6152  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 KV6152  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 KV6152
 KV6152  HORZ ORDER  -  SECOND
 KV6152
 KV6152.The horizontal coordinates were established by classical geodetic methods
 KV6152.and adjusted by the National Geodetic Survey in June 2002..
 KV6152
 KV6152.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6152
 KV6152.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6152
 KV6152.The geoid height was determined by GEOID03.
 KV6152
 KV6152;                    North         East     Units Scale Factor Converg.
 KV6152;SPC PA S     -    78,244.432   777,125.292   MT  0.99998767   +1 20 46.5
 KV6152;SPC PA S     -   256,706.94  2,549,618.56   sFT  0.99998767   +1 20 46.5
 KV6152;UTM  18      - 4,430,114.870   442,399.529   MT  0.99964084   -0 26 02.6
 KV6152
 KV6152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6152!SPC PA S     -   0.99999022  x   0.99998767  =   0.99997789
 KV6152!UTM  18      -   0.99999022  x   0.99964084  =   0.99963107
 KV6152
 KV6152                          SUPERSEDED SURVEY CONTROL
 KV6152
 KV6152  NAD 83(1996)-  40 01 09.39281(N)    075 40 29.94262(W) AD(       ) 2
 KV6152  NAD 83(1991)-  40 01 09.39053(N)    075 40 29.94529(W) AD(       ) 2
 KV6152  NAD 83(1986)-  40 01 09.38975(N)    075 40 29.94660(W) AD(       ) 2
 KV6152  NGVD 29 (03/28/90)   96.     (m)          315.     (f) VERT ANG       
 KV6152
 KV6152.Superseded values are not recommended for survey control.
 KV6152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6152.See file dsdata.txt to determine how the superseded data were derived.
 KV6152
 KV6152_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK4240030115(NAD 83)
 KV6152_MARKER: DZ = AZIMUTH MARK DISK
 KV6152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6152_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KV6152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6152+STABILITY: SURFACE MOTION
 KV6152
 KV6152  HISTORY     - Date     Condition        Report By
 KV6152  HISTORY     - 1985     MONUMENTED       PADT
 KV6152
 KV6152                          STATION DESCRIPTION
 KV6152
 KV6152'DESCRIBED BY PA DEPT OF TRANSP 1985 (RBG)
 KV6152'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 KV6152'SOUTH-SOUTHWEST OF LIONVILLE,
 KV6152'3.5 KM (2.2 MI) WEST-SOUTHWEST OF EXTON, AND
 KV6152'2.0 KM (1.2 MI) EAST-NORTHEAST OF DOWNINGTOWN, IN EAST CALN
 KV6152'TOWNSHIP, CHESTER COUNTY, AT THE JUNCTION OF EAST LANCASTER AVENUE
 KV6152'AND U.S. HIGHWAY 30.
 KV6152'OWNERSHIP--PADT HIGHWAY RIGHT-OF-WAY.
 KV6152'
 KV6152'TO REACH THE STATION FROM THE MUNICIPAL BUILDING IN DOWNINGTOWN, GO
 KV6152'EAST FOR 0.2 KM (0.15 MI) ON WEST LANCASTER AVENUE TO WALLACE
 KV6152'AVENUE,
 KV6152'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.8 KM (0.5 MI) ON EAST
 KV6152'LANCASTER AVENUE TO STATE HIGHWAY 113,
 KV6152'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 2.0 KM (1.25 MI) ON EAST
 KV6152'LANCASTER AVENUE TO THE JUNCTION OF U.S. HIGHWAY 30 AND THE STATION
 KV6152'ON THE LEFT.
 KV6152'
 KV6152'THE STATION IS A STANDARD PADT DISK
 KV6152'STAMPED---DOWNING 1985---,
 KV6152'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6152'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6152'7.01 METERS (23.0 FT) WEST-NORTHWEST FROM A POWER POLE NUMBER 1637,
 KV6152'6.55 METERS (21.5 FT) SOUTH FROM THE SOUTH EDGE OF U.S. HIGHWAY 30,
 KV6152'6.40 METERS (21.0 FT) NORTH FROM THE NORTH EDGE OF EAST LANCASTER
 KV6152'AVENUE, AND
 KV6152'0.91 METERS (3.0 FT) NORTH FROM A WITNESS POST.
 KV6152'
 KV6152'DESCRIBED BY R.B. GROSSER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2493 ***********************************************************************
 KV2493  DESIGNATION -  DOWNINGTOWN
 KV2493  PID         -  KV2493
 KV2493  STATE/COUNTY-  PA/CHESTER
 KV2493  USGS QUAD   -  DOWNINGTOWN (1983)
 KV2493
 KV2493                         *CURRENT SURVEY CONTROL
 KV2493  ___________________________________________________________________
 KV2493* NAD 83(1986)-  40 00 20.     (N)    075 42 19.     (W)     SCALED    
 KV2493* NAVD 88     -        74.153  (meters)     243.28   (feet)  ADJUSTED  
 KV2493  ___________________________________________________________________
 KV2493  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 KV2493  DYNAMIC HT  -          74.116 (meters)     243.16  (feet)  COMP
 KV2493  MODELED GRAV-     980,129.0   (mgal)                       NAVD 88
 KV2493
 KV2493  VERT ORDER  -  SECOND    CLASS 0
 KV2493
 KV2493.The horizontal coordinates were scaled from a topographic map and have
 KV2493.an estimated accuracy of +/- 6 seconds.
 KV2493
 KV2493.The orthometric height was determined by differential leveling
 KV2493.and adjusted by the National Geodetic Survey in June 1991..
 KV2493
 KV2493.The geoid height was determined by GEOID03.
 KV2493
 KV2493.The dynamic height is computed by dividing the NAVD 88
 KV2493.geopotential number by the normal gravity value computed on the
 KV2493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2493.degrees latitude (g = 980.6199 gals.).
 KV2493
 KV2493.The modeled gravity was interpolated from observed gravity values.
 KV2493
 KV2493;                    North         East    Units  Estimated Accuracy
 KV2493;SPC PA S     -    76,660.      774,580.      MT  (+/- 180 meters Scaled)
 KV2493
 KV2493                          SUPERSEDED SURVEY CONTROL
 KV2493
 KV2493  NGVD 29 (??/??/??)   74.482  (m)          244.36   (f) ADJUSTED    2 0
 KV2493
 KV2493.Superseded values are not recommended for survey control.
 KV2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2493.See file dsdata.txt to determine how the superseded data were derived.
 KV2493
 KV2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK398286(NAD 83)
 KV2493_MARKER: DB = BENCH MARK DISK
 KV2493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2493_SP_SET: BRIDGE BANISTER
 KV2493_STAMPING: DOWNINGTOWN 1935
 KV2493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2493
 KV2493  HISTORY     - Date     Condition        Report By
 KV2493  HISTORY     - 1935     MONUMENTED       CGS
 KV2493  HISTORY     - 1955     GOOD             CGS
 KV2493  HISTORY     - 1970     GOOD             NGS
 KV2493  HISTORY     - 20030329 GOOD             USPSQD
 KV2493  HISTORY     - 20060924 GOOD             GEOCAC
 KV2493
 KV2493                          STATION DESCRIPTION
 KV2493
 KV2493'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KV2493'AT DOWNINGTOWN.
 KV2493'ABOUT 0.5 MILE NORTHEAST ALONG U.S. HIGHWAY 30 FROM THE PENNSYLVANIA
 KV2493'RAILROAD STATION AT DOWNINGTOWN, IN THE TOP OF SOUTHWEST END OF
 KV2493'SOUTHEAST CONCRETE BANISTER OF A HIGHWAY BRIDGE OVER A RIVER,
 KV2493'14 1/2 FEET NORTH OF NORTH CORNER OF 2-STORY STONE MASONRY POST
 KV2493'OFFICE BUILDING AND ABOUT 3 1/2 FEET ABOVE LEVEL OF BRIDGE SIDE WALK.
 KV2493
 KV2493                          STATION RECOVERY (1970)
 KV2493
 KV2493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KV2493'RECOVERED IN GOOD CONDITION.
 KV2493
 KV2493                          STATION RECOVERY (2003)
 KV2493
 KV2493'RECOVERY NOTE BY US POWER SQUADRON 2003 (SSB)
 KV2493'RECOVERED IN GOOD CONDITION.
 KV2493
 KV2493                          STATION RECOVERY (2006)
 KV2493
 KV2493'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KV2493'HH2 N 40 00 20.2 W 075 42 19.2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2033 ***********************************************************************
 KV2033  DESIGNATION -  DOYLESTOWN
 KV2033  PID         -  KV2033
 KV2033  STATE/COUNTY-  PA/BUCKS
 KV2033  USGS QUAD   -  DOYLESTOWN (1992)
 KV2033
 KV2033                         *CURRENT SURVEY CONTROL
 KV2033  ___________________________________________________________________
 KV2033* NAD 83(1986)-  40 18 30.     (N)    075 07 46.     (W)     SCALED    
 KV2033* NAVD 88     -       115.956  (meters)     380.43   (feet)  ADJUSTED  
 KV2033  ___________________________________________________________________
 KV2033  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KV2033  DYNAMIC HT  -         115.898 (meters)     380.24  (feet)  COMP
 KV2033  MODELED GRAV-     980,127.1   (mgal)                       NAVD 88
 KV2033
 KV2033  VERT ORDER  -  SECOND    CLASS 0
 KV2033
 KV2033.The horizontal coordinates were scaled from a topographic map and have
 KV2033.an estimated accuracy of +/- 6 seconds.
 KV2033
 KV2033.The orthometric height was determined by differential leveling
 KV2033.and adjusted by the National Geodetic Survey in June 1991..
 KV2033
 KV2033.The geoid height was determined by GEOID03.
 KV2033
 KV2033.The dynamic height is computed by dividing the NAVD 88
 KV2033.geopotential number by the normal gravity value computed on the
 KV2033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2033.degrees latitude (g = 980.6199 gals.).
 KV2033
 KV2033.The modeled gravity was interpolated from observed gravity values.
 KV2033
 KV2033;                    North         East    Units  Estimated Accuracy
 KV2033;SPC PA S     -   111,560.      822,730.      MT  (+/- 180 meters Scaled)
 KV2033
 KV2033                          SUPERSEDED SURVEY CONTROL
 KV2033
 KV2033  NGVD 29 (??/??/??)  116.210  (m)          381.27   (f) ADJUSTED    2 0
 KV2033
 KV2033.Superseded values are not recommended for survey control.
 KV2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2033.See file dsdata.txt to determine how the superseded data were derived.
 KV2033
 KV2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK890619(NAD 83)
 KV2033_MARKER: DB = BENCH MARK DISK
 KV2033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2033_SP_SET: STEP
 KV2033_STAMPING: 381.266 DOYLESTOWN
 KV2033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2033
 KV2033  HISTORY     - Date     Condition        Report By
 KV2033  HISTORY     - UNK      MONUMENTED       CGS
 KV2033  HISTORY     - 1935     GOOD             CGS
 KV2033  HISTORY     - 1944     GOOD             CGS
 KV2033
 KV2033                          STATION DESCRIPTION
 KV2033
 KV2033'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV2033'AT DOYLESTOWN.
 KV2033'AT DOYLESTOWN, BUCKS COUNTY, AT THE EAST ENTRANCE OF THE NEW
 KV2033'POST OFFICE, IN THE TOP OF THE NORTHWEST CORNER OF THE BOTTOM
 KV2033'STEP, 6 INCHES FROM THE NORTHWEST CORNER OF THE LANDING, AND 30
 KV2033'FEET WEST OF THE CENTERLINE OF THE STREET.  A STANDARD DISK,
 KV2033'STAMPED 381.266 DOYLESTOWN.
 KV2033
 KV2033                          STATION RECOVERY (1944)
 KV2033
 KV2033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 KV2033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3647 ***********************************************************************
 KV3647  DESIGNATION -  DOYLESTOWN
 KV3647  PID         -  KV3647
 KV3647  STATE/COUNTY-  PA/BUCKS
 KV3647  USGS QUAD   -  DOYLESTOWN (1992)
 KV3647
 KV3647                         *CURRENT SURVEY CONTROL
 KV3647  ___________________________________________________________________
 KV3647* NAD 83(1992)-  40 19 26.84776(N)    075 10 31.45084(W)     ADJUSTED  
 KV3647* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 KV3647  ___________________________________________________________________
 KV3647  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 KV3647  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KV3647
 KV3647  HORZ ORDER  -  SECOND
 KV3647
 KV3647.The horizontal coordinates were established by classical geodetic methods
 KV3647.and adjusted by the National Geodetic Survey in June 2002..
 KV3647
 KV3647.The orthometric height was scaled from a topographic map.
 KV3647
 KV3647.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3647
 KV3647.The geoid height was determined by GEOID03.
 KV3647
 KV3647;                    North         East     Units Scale Factor Converg.
 KV3647;SPC PA S     -   113,201.432   818,772.416   MT  0.99996193   +1 40 13.4
 KV3647;SPC PA S     -   371,395.03  2,686,255.83   sFT  0.99996193   +1 40 13.4
 KV3647;UTM  18      - 4,463,747.624   485,098.679   MT  0.99960273   -0 06 48.6
 KV3647
 KV3647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3647!SPC PA S     -   0.99998155  x   0.99996193  =   0.99994348
 KV3647!UTM  18      -   0.99998155  x   0.99960273  =   0.99958429
 KV3647
 KV3647|---------------------------------------------------------------------|
 KV3647| PID    Reference Object                     Distance      Geod. Az  |
 KV3647|                                                           dddmmss.s |
 KV3647| CB4024 DOYLESTOWN RM 2                      18.092 METERS 09610     |
 KV3647| KV3640 DOYLESTOWN BUCKS CO CTHSE TWR       APPROX. 4.1 KM 1091305.1 |
 KV3647| KV3641 DOYLESTOWN FIRST BAP CH SPIRE       APPROX. 4.0 KM 1154622.2 |
 KV3647| CB4022 DOYLESTOWN AZ MK                                   2352110.1 |
 KV3647| KV3780 HILLTOWN ST PETERS CATH SPIRE       APPROX. 7.0 KM 2554610.3 |
 KV3647| KV3645 HILLTOWN BAPTIST CHURCH SPIRE       APPROX. 3.0 KM 2932617.5 |
 KV3647| CB4023 DOYLESTOWN RM 1                      14.252 METERS 35241     |
 KV3647|---------------------------------------------------------------------|
 KV3647
 KV3647                          SUPERSEDED SURVEY CONTROL
 KV3647
 KV3647  NAD 83(1996)-  40 19 26.84741(N)    075 10 31.45210(W) AD(       ) 2
 KV3647  NAD 83(1986)-  40 19 26.84463(N)    075 10 31.45429(W) AD(       ) 2
 KV3647  NAD 27      -  40 19 26.46300(N)    075 10 32.83100(W) AD(       ) 2
 KV3647
 KV3647.Superseded values are not recommended for survey control.
 KV3647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3647.See file dsdata.txt to determine how the superseded data were derived.
 KV3647
 KV3647_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8509963748(NAD 83)
 KV3647_MARKER: DS = TRIANGULATION STATION DISK
 KV3647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3647+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2003
 KV3647
 KV3647  HISTORY     - Date     Condition        Report By
 KV3647  HISTORY     - 1942     MONUMENTED       CGS
 KV3647  HISTORY     - 1961     GOOD             AEROS
 KV3647  HISTORY     - 1977     GOOD             LOCENG
 KV3647  HISTORY     - 19950828 GOOD             USPSQD
 KV3647  HISTORY     - 19980303 GOOD             USPSQD
 KV3647  HISTORY     - 20030211 GOOD             AASCO
 KV3647
 KV3647                          STATION DESCRIPTION
 KV3647
 KV3647'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV3647'THE STATION IS ABOUT 2-1/2 MILES WNW OF DOYLESTOWN IN THE PROPERTY
 KV3647'LINE OF A PUBLIC ROAD.  IT IS 80 FEET NE OF PHILADELPHIA
 KV3647'ELECTRIC COMPANY POWER LINE POLE NO. 17515A AND 225 FEET SW OF POLE
 KV3647'NO. 17516A, DIRECTLY UNDER THE POWER LINE, AND 18 FEET NW OF THE
 KV3647'CENTER OF THE ROAD.  (POLE NO. 17516A IS A JUNCTION POLE AND IS AT A
 KV3647'FARM ROAD TO THE NE).  MARK PROJECTS ABOUT 6 INCHES AND IS STAMPED
 KV3647'DOYLESTOWN 1942.
 KV3647'
 KV3647'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KV3647'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED.
 KV3647'
 KV3647'REFERENCE MARK NO. 1 IS N OF AND ON THE OPPOSITE SIDE OF THE ROAD
 KV3647'FROM THE STATION.  IT PROJECTS ABOUT 6 INCHES AND IS STAMPED
 KV3647'DOYLESTOWN NO 1 1942.
 KV3647'
 KV3647'REFERENCE MARK NO. 2 IS E OF AND ACROSS THE ROAD FROM THE STATION.
 KV3647'IT PROJECTS ABOUT 6 INCHES AND IS STAMPED DOYLESTOWN NO. 2
 KV3647'1942.
 KV3647'
 KV3647'THE AZIMUTH MARK IS ABOUT 0.2 MILE SW OF THE STATION, 25 FEET SW OF
 KV3647'POWER LINE POLE NO. 24389.  IT PROJECTS ABOUT 6 INCHES AND IS
 KV3647'STAMPED DOYLESTOWN 1942.  TO REACH FROM THE STATION FOLLOW FARM ROAD
 KV3647'ALONG THE POWER LINE SPUR FOR ABOUT 0.2 MILE TO POLE NO. 24389 AND
 KV3647'THE AZIMUTH MARK.
 KV3647'
 KV3647'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 202 (COURT
 KV3647'STREET) AND WEST STREET IN DOYLESTOWN GO W ON WEST STREET
 KV3647'FOR 1.5 MILES TO T-ROAD RIGHT.  CONTINUE STRAIGHT AHEAD 100 FEET THEN
 KV3647'TAKE LEFT FORK AND GO 0.75 MILE TO A PAVED ROAD.  JOG TO THE
 KV3647'LEFT ACROSS THIS ROAD AND FOLLOW DIRT ROAD UPHILL FOR 0.25 MILE TO
 KV3647'THE STATION ON THE LEFT.
 KV3647'
 KV3647'A 100-FOOT LIGHT AT GARDEN 1929 IS VISIBLE FROM THE GROUND.
 KV3647'A 15-FOOT LIGHT AT
 KV3647'ZIMMERMAN IS VISIBLE FROM THE GROUND.
 KV3647'A 74-FOOT LIGHT AT BUCKINGHAM IS
 KV3647'VISIBLE FROM THE GROUND.
 KV3647'AN 87-FOOT LIGHT AT HILLTOWN IS VISIBLE FROM THE
 KV3647'GROUND.
 KV3647'A 10-FOOT STAND WILL SEE A 74-FOOT LIGHT AT CHRISTY.
 KV3647
 KV3647                          STATION RECOVERY (1961)
 KV3647
 KV3647'RECOVERY NOTE BY AERO SERVICE CORPORATION 1961 (MH)
 KV3647'STATION RECOVERED IN GOOD CONDITION.
 KV3647
 KV3647                          STATION RECOVERY (1977)
 KV3647
 KV3647'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (GL)
 KV3647'DOYLESTOWN 1942 RECOVERED GOOD.
 KV3647'
 KV3647'DOYLESTOWN NO. 1 1942 RECOVERED GOOD.
 KV3647'
 KV3647'DOYLESTOWN NO. 2 1942 RECOVERED GOOD.
 KV3647'
 KV3647'STATION MARK AND REFERENCES RECOVERED AS DESCRIBED.  AZIMUTH MARK NOT
 KV3647'SEARCHED FOR.  ANGLE BETWEEN REFERENCE MARKS AND DISTANCE TO
 KV3647'R.M. NO. 2 DO NOT CHECK WITH DESCRIPTION (SEE BELOW).  A SMALL TREE
 KV3647'IS GROWING IN CLOSE PROXIMITY WITH THE STATION MARK AND MAY CAUSE
 KV3647'SAME TO BE DISPLACED.
 KV3647
 KV3647                          STATION RECOVERY (1995)
 KV3647
 KV3647'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3647'RECOVERED IN GOOD CONDITION.
 KV3647
 KV3647                          STATION RECOVERY (1998)
 KV3647
 KV3647'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV3647'RECOVERED IN GOOD CONDITION.
 KV3647
 KV3647                          STATION RECOVERY (2003)
 KV3647
 KV3647'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2003 (CAS)
 KV3647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2031 ***********************************************************************
 KV2031  DESIGNATION -  DOYLESTOWN 1
 KV2031  PID         -  KV2031
 KV2031  STATE/COUNTY-  PA/BUCKS
 KV2031  USGS QUAD   -  DOYLESTOWN (1992)
 KV2031
 KV2031                         *CURRENT SURVEY CONTROL
 KV2031  ___________________________________________________________________
 KV2031* NAD 83(1986)-  40 18 43.     (N)    075 07 47.     (W)     SCALED    
 KV2031* NAVD 88     -       135.938  (meters)     445.99   (feet)  ADJUSTED  
 KV2031  ___________________________________________________________________
 KV2031  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 KV2031  DYNAMIC HT  -         135.870 (meters)     445.77  (feet)  COMP
 KV2031  MODELED GRAV-     980,126.5   (mgal)                       NAVD 88
 KV2031
 KV2031  VERT ORDER  -  SECOND    CLASS 0
 KV2031
 KV2031.The horizontal coordinates were scaled from a topographic map and have
 KV2031.an estimated accuracy of +/- 6 seconds.
 KV2031
 KV2031.The orthometric height was determined by differential leveling
 KV2031.and adjusted by the National Geodetic Survey in June 1991..
 KV2031
 KV2031.The geoid height was determined by GEOID03.
 KV2031
 KV2031.The dynamic height is computed by dividing the NAVD 88
 KV2031.geopotential number by the normal gravity value computed on the
 KV2031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2031.degrees latitude (g = 980.6199 gals.).
 KV2031
 KV2031.The modeled gravity was interpolated from observed gravity values.
 KV2031
 KV2031;                    North         East    Units  Estimated Accuracy
 KV2031;SPC PA S     -   111,960.      822,690.      MT  (+/- 180 meters Scaled)
 KV2031
 KV2031                          SUPERSEDED SURVEY CONTROL
 KV2031
 KV2031  NGVD 29 (??/??/??)  136.193  (m)          446.83   (f) ADJUSTED    2 0
 KV2031
 KV2031.Superseded values are not recommended for survey control.
 KV2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2031.See file dsdata.txt to determine how the superseded data were derived.
 KV2031
 KV2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK889623(NAD 83)
 KV2031_MARKER: DB = BENCH MARK DISK
 KV2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2031_STAMPING: DOYLESTOWN NO 1 1935
 KV2031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2031+STABILITY: SURFACE MOTION
 KV2031
 KV2031  HISTORY     - Date     Condition        Report By
 KV2031  HISTORY     - 1935     MONUMENTED       CGS
 KV2031  HISTORY     - 1944     GOOD             CGS
 KV2031  HISTORY     - 1962     MARK NOT FOUND   LOCSUR
 KV2031
 KV2031                          STATION DESCRIPTION
 KV2031
 KV2031'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KV2031'IN DOYLESTOWN.
 KV2031'THE BENCH MARK WAS RECOVERED AND A NEW DESCRIPTION FOLLOWS. THE
 KV2031'MARK IS LOCATED IN THE CITY OF DOYLESTOWN ON THE LAWN OF THE BUCKS
 KV2031'COUNTY COURTHOUSE, 46 FEET EAST OF THE EAST WALL OF THE COURTHOUSE,
 KV2031'31 FEET WEST OF THE APPROXIMATE CENTERLINE OF EAST COURT STREET,
 KV2031'3 FEET WEST OF WEST EDGE OF CONCRETE SIDEWALK.  THE DISK IS A
 KV2031'STANDARD U.S.C. AND G BENCH MARK DISK SET IN THE TOP OF A PRECAST
 KV2031'POST THAT IS FLUSH WITH THE GROUND.
 KV2031
 KV2031                          STATION RECOVERY (1962)
 KV2031
 KV2031'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1962
 KV2031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2032 ***********************************************************************
 KV2032  DESIGNATION -  DOYLESTOWN 1 RESET 1960
 KV2032  PID         -  KV2032
 KV2032  STATE/COUNTY-  PA/BUCKS
 KV2032  USGS QUAD   -  DOYLESTOWN (1992)
 KV2032
 KV2032                         *CURRENT SURVEY CONTROL
 KV2032  ___________________________________________________________________
 KV2032* NAD 83(1986)-  40 18 43.     (N)    075 07 47.     (W)     SCALED    
 KV2032* NAVD 88     -       135.07   (+/-2cm)     443.1    (feet)  VERTCON   
 KV2032  ___________________________________________________________________
 KV2032  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 KV2032
 KV2032  VERT ORDER  -  THIRD (See Below)
 KV2032
 KV2032.The horizontal coordinates were scaled from a topographic map and have
 KV2032.an estimated accuracy of +/- 6 seconds.
 KV2032
 KV2032.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV2032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV2032.The vertical order pertains to the NGVD 29 superseded value.
 KV2032
 KV2032.The geoid height was determined by GEOID03.
 KV2032
 KV2032;                    North         East    Units  Estimated Accuracy
 KV2032;SPC PA S     -   111,960.      822,690.      MT  (+/- 180 meters Scaled)
 KV2032
 KV2032                          SUPERSEDED SURVEY CONTROL
 KV2032
 KV2032  NGVD 29 (??/??/??)  135.33   (m)          444.0    (f) RESET       3  
 KV2032
 KV2032.Superseded values are not recommended for survey control.
 KV2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2032.See file dsdata.txt to determine how the superseded data were derived.
 KV2032
 KV2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK889623(NAD 83)
 KV2032_MARKER: DB = BENCH MARK DISK
 KV2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2032_STAMPING: DOYLESTOWN NO 1 RESET 1960
 KV2032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2032+STABILITY: SURFACE MOTION
 KV2032
 KV2032  HISTORY     - Date     Condition        Report By
 KV2032  HISTORY     - 1960     MONUMENTED       LOCSUR
 KV2032  HISTORY     - 1962     GOOD             CGS
 KV2032  HISTORY     - 19950828 MARK NOT FOUND   USPSQD
 KV2032  HISTORY     - 19980303 MARK NOT FOUND   USPSQD
 KV2032  HISTORY     - 19991221 MARK NOT FOUND   USPSQD
 KV2032
 KV2032                          STATION DESCRIPTION
 KV2032
 KV2032'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KV2032'AT DOYLESTOWN.
 KV2032'AT DOYLESTOWN, BUCKS COUNTY, AT THE COUNTY COURTHOUSE, IN THE
 KV2032'LAWN AREA, 15 FEET, 6 INCHES NORTHWEST OF THE FACE OF CURB OF
 KV2032'EAST COURT STREET, 109 FEET SOUTHWEST FROM THE SOUTHEAST WALL
 KV2032'OF THE ADMINISTRATION BLDG., AND SET IN THE TOP OF A CONCRETE
 KV2032'POST FLUSH WITH THE GROUND AT ELEVATION 444.000 FEET.
 KV2032
 KV2032                          STATION RECOVERY (1995)
 KV2032
 KV2032'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV2032'MARK NOT FOUND.
 KV2032
 KV2032                          STATION RECOVERY (1998)
 KV2032
 KV2032'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV2032'MARK NOT FOUND.
 KV2032
 KV2032                          STATION RECOVERY (1999)
 KV2032
 KV2032'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV2032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2035 ***********************************************************************
 KV2035  DESIGNATION -  DOYLESTOWN 2
 KV2035  PID         -  KV2035
 KV2035  STATE/COUNTY-  PA/BUCKS
 KV2035  USGS QUAD   -  BUCKINGHAM (1980)
 KV2035
 KV2035                         *CURRENT SURVEY CONTROL
 KV2035  ___________________________________________________________________
 KV2035* NAD 83(1986)-  40 18 42.     (N)    075 07 08.     (W)     SCALED    
 KV2035* NAVD 88     -       105.871  (meters)     347.35   (feet)  ADJUSTED  
 KV2035  ___________________________________________________________________
 KV2035  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KV2035  DYNAMIC HT  -         105.819 (meters)     347.17  (feet)  COMP
 KV2035  MODELED GRAV-     980,127.7   (mgal)                       NAVD 88
 KV2035
 KV2035  VERT ORDER  -  SECOND    CLASS 0
 KV2035
 KV2035.The horizontal coordinates were scaled from a topographic map and have
 KV2035.an estimated accuracy of +/- 6 seconds.
 KV2035
 KV2035.The orthometric height was determined by differential leveling
 KV2035.and adjusted by the National Geodetic Survey in June 1991..
 KV2035
 KV2035.The geoid height was determined by GEOID03.
 KV2035
 KV2035.The dynamic height is computed by dividing the NAVD 88
 KV2035.geopotential number by the normal gravity value computed on the
 KV2035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2035.degrees latitude (g = 980.6199 gals.).
 KV2035
 KV2035.The modeled gravity was interpolated from observed gravity values.
 KV2035
 KV2035;                    North         East    Units  Estimated Accuracy
 KV2035;SPC PA S     -   111,960.      823,610.      MT  (+/- 180 meters Scaled)
 KV2035
 KV2035                          SUPERSEDED SURVEY CONTROL
 KV2035
 KV2035  NGVD 29 (??/??/??)  106.127  (m)          348.19   (f) ADJUSTED    2 0
 KV2035
 KV2035.Superseded values are not recommended for survey control.
 KV2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2035.See file dsdata.txt to determine how the superseded data were derived.
 KV2035
 KV2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK898623(NAD 83)
 KV2035_MARKER: DB = BENCH MARK DISK
 KV2035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2035_STAMPING: DOYLESTOWN NO 2 1935
 KV2035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2035+STABILITY: SURFACE MOTION
 KV2035
 KV2035  HISTORY     - Date     Condition        Report By
 KV2035  HISTORY     - 1935     MONUMENTED       CGS
 KV2035  HISTORY     - 1944     GOOD             CGS
 KV2035  HISTORY     - 1961     GOOD             AEROS
 KV2035  HISTORY     - 19960416 POOR             USPSQD
 KV2035  HISTORY     - 19991228 MARK NOT FOUND   USPSQD
 KV2035  HISTORY     - 20060822 POOR             GILMOR
 KV2035
 KV2035                          STATION DESCRIPTION
 KV2035
 KV2035'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KV2035'0.6 MI E FROM DOYLESTOWN.
 KV2035'THE BENCH MARK IS LOCATED 0.65 MILE EAST OF THE JUNCTION OF
 KV2035'U.S. HIGHWAY 611 AND 202 IN THE CITY OF DOYLESTOWN, 41 FEET
 KV2035'SOUTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 202, 32
 KV2035'FEET EAST OF THE APPROXIMATE CENTERLINE OF THE WATER WORKS LANE,
 KV2035'26 FEET SOUTHWEST OF A LARGE POSTAL TELEGRAPH POLE.  THE DISK IS
 KV2035'A STANDARD U.S.C. AND G. BENCH MARK DISK THAT IS SET IN THE TOP
 KV2035'OF A PRECAST POST THAT PROJECTS 7 INCHES.
 KV2035
 KV2035                          STATION RECOVERY (1961)
 KV2035
 KV2035'RECOVERY NOTE BY AERO SERVICE CORPORATION 1961
 KV2035'RECOVERED IN GOOD CONDITION.
 KV2035
 KV2035                          STATION RECOVERY (1996)
 KV2035
 KV2035'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV2035'MARK RECOVERED IN POOR CONDITION.
 KV2035
 KV2035                          STATION RECOVERY (1999)
 KV2035
 KV2035'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV2035'MARK NOT FOUND.
 KV2035
 KV2035                          STATION RECOVERY (2006)
 KV2035
 KV2035'RECOVERY NOTE BY GILMORE AND ASSOCIATES, INCORPORATED 2006 (SJK)
 KV2035'MARK IS LOCATED AT THE BASE OF A LARGE ASH TREE. THE TREE IS FORCING
 KV2035'THE MONUMENT OUT OF IT'S ORIGINAL POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2030 ***********************************************************************
 KV2030  DESIGNATION -  DOYLESTOWN 3
 KV2030  PID         -  KV2030
 KV2030  STATE/COUNTY-  PA/BUCKS
 KV2030  USGS QUAD   -  DOYLESTOWN (1992)
 KV2030
 KV2030                         *CURRENT SURVEY CONTROL
 KV2030  ___________________________________________________________________
 KV2030* NAD 83(1986)-  40 18 59.     (N)    075 07 50.     (W)     SCALED    
 KV2030* NAVD 88     -       113.512  (meters)     372.41   (feet)  ADJUSTED  
 KV2030  ___________________________________________________________________
 KV2030  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KV2030  DYNAMIC HT  -         113.456 (meters)     372.23  (feet)  COMP
 KV2030  MODELED GRAV-     980,125.6   (mgal)                       NAVD 88
 KV2030
 KV2030  VERT ORDER  -  SECOND    CLASS 0
 KV2030
 KV2030.The horizontal coordinates were scaled from a topographic map and have
 KV2030.an estimated accuracy of +/- 6 seconds.
 KV2030
 KV2030.The orthometric height was determined by differential leveling
 KV2030.and adjusted by the National Geodetic Survey in June 1991..
 KV2030
 KV2030.The geoid height was determined by GEOID03.
 KV2030
 KV2030.The dynamic height is computed by dividing the NAVD 88
 KV2030.geopotential number by the normal gravity value computed on the
 KV2030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2030.degrees latitude (g = 980.6199 gals.).
 KV2030
 KV2030.The modeled gravity was interpolated from observed gravity values.
 KV2030
 KV2030;                    North         East    Units  Estimated Accuracy
 KV2030;SPC PA S     -   112,460.      822,610.      MT  (+/- 180 meters Scaled)
 KV2030
 KV2030                          SUPERSEDED SURVEY CONTROL
 KV2030
 KV2030  NGVD 29 (??/??/??)  113.769  (m)          373.26   (f) ADJUSTED    2 0
 KV2030
 KV2030.Superseded values are not recommended for survey control.
 KV2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2030.See file dsdata.txt to determine how the superseded data were derived.
 KV2030
 KV2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK889628(NAD 83)
 KV2030_MARKER: DD = SURVEY DISK
 KV2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2030_STAMPING: DOYLESTOWN NO 3 1935
 KV2030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2030+STABILITY: SURFACE MOTION
 KV2030
 KV2030  HISTORY     - Date     Condition        Report By
 KV2030  HISTORY     - 1935     MONUMENTED       CGS
 KV2030  HISTORY     - 1944     GOOD             CGS
 KV2030  HISTORY     - 1961     GOOD             AEROS
 KV2030  HISTORY     - 19950828 MARK NOT FOUND   USPSQD
 KV2030  HISTORY     - 19991227 MARK NOT FOUND   USPSQD
 KV2030
 KV2030                          STATION DESCRIPTION
 KV2030
 KV2030'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KV2030'IN DOYLESTOWN.
 KV2030'THE BENCH MARK IS LOCATED 0.45 MILE NORTH OF THE JUNCTION OF
 KV2030'U.S. HIGHWAY 611 AND 202, 48 FEET EAST OF THE APPROXIMATE
 KV2030'CENTERLINE OF U.S. HIGHWAY 611 (NORTH MAIN STREET), 43 FEET SOUTH
 KV2030'OF THE APPROXIMATE CENTERLINE OF SPRUCE STREET, 4 FEET WEST OF
 KV2030'THE WEST WALL OF THE ST. PAULS LUTHERAN CHURCH, 4.3 FEET NORTH OF
 KV2030'THE CHURCH BELFRY.  THE DISK IS A COMMONWEALTH OF PENNSYLVANIA
 KV2030'STANDARD DISK AND IS SET IN THE TOP OF A PRECAST POST THAT IS
 KV2030'FLUSH WITH THE GROUND.
 KV2030
 KV2030                          STATION RECOVERY (1961)
 KV2030
 KV2030'RECOVERY NOTE BY AERO SERVICE CORPORATION 1961
 KV2030'RECOVERED IN GOOD CONDITION.
 KV2030
 KV2030                          STATION RECOVERY (1995)
 KV2030
 KV2030'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV2030'MARK NOT FOUND.
 KV2030
 KV2030                          STATION RECOVERY (1999)
 KV2030
 KV2030'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV2030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2034 ***********************************************************************
 KV2034  DESIGNATION -  DOYLESTOWN 4 PADH
 KV2034  PID         -  KV2034
 KV2034  STATE/COUNTY-  PA/BUCKS
 KV2034  USGS QUAD   -  BUCKINGHAM (1980)
 KV2034
 KV2034                         *CURRENT SURVEY CONTROL
 KV2034  ___________________________________________________________________
 KV2034* NAD 83(1986)-  40 18 42.     (N)    075 07 27.     (W)     SCALED    
 KV2034* NAVD 88     -       125.094  (meters)     410.41   (feet)  ADJUSTED  
 KV2034  ___________________________________________________________________
 KV2034  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KV2034  DYNAMIC HT  -         125.032 (meters)     410.21  (feet)  COMP
 KV2034  MODELED GRAV-     980,127.1   (mgal)                       NAVD 88
 KV2034
 KV2034  VERT ORDER  -  SECOND    CLASS 0
 KV2034
 KV2034.The horizontal coordinates were scaled from a topographic map and have
 KV2034.an estimated accuracy of +/- 6 seconds.
 KV2034
 KV2034.The orthometric height was determined by differential leveling
 KV2034.and adjusted by the National Geodetic Survey in June 1991..
 KV2034
 KV2034.The geoid height was determined by GEOID03.
 KV2034
 KV2034.The dynamic height is computed by dividing the NAVD 88
 KV2034.geopotential number by the normal gravity value computed on the
 KV2034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2034.degrees latitude (g = 980.6199 gals.).
 KV2034
 KV2034.The modeled gravity was interpolated from observed gravity values.
 KV2034
 KV2034;                    North         East    Units  Estimated Accuracy
 KV2034;SPC PA S     -   111,950.      823,170.      MT  (+/- 180 meters Scaled)
 KV2034
 KV2034                          SUPERSEDED SURVEY CONTROL
 KV2034
 KV2034  NGVD 29 (??/??/??)  125.350  (m)          411.25   (f) ADJUSTED    2 0
 KV2034
 KV2034.Superseded values are not recommended for survey control.
 KV2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2034.See file dsdata.txt to determine how the superseded data were derived.
 KV2034
 KV2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK894623(NAD 83)
 KV2034_MARKER: DD = SURVEY DISK
 KV2034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2034_STAMPING: NO 4 1935
 KV2034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2034+STABILITY: SURFACE MOTION
 KV2034
 KV2034  HISTORY     - Date     Condition        Report By
 KV2034  HISTORY     - 1935     MONUMENTED       PADH
 KV2034  HISTORY     - 1944     GOOD             CGS
 KV2034  HISTORY     - 19960416 GOOD             USPSQD
 KV2034  HISTORY     - 19980303 GOOD             USPSQD
 KV2034  HISTORY     - 19991227 GOOD             USPSQD
 KV2034
 KV2034                          STATION DESCRIPTION
 KV2034
 KV2034'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KV2034'IN DOYLESTOWN.
 KV2034'THE BENCH MARK IS LOCATED 0.35 MILE EAST OF THE JUNCTION OF U.S.
 KV2034'HIGHWAY 611 AND 202, 24 FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE
 KV2034'OF U.S. HIGHWAY 202, 22 FEET EAST OF THE SOUTHEAST CORNER OF A
 KV2034'2-STORY STUCCO HOUSE, 1.1 FEET SOUTHWEST OF THE SOUTHWEST EDGE
 KV2034'OF A CONCRETE SIDEWALK.  IT IS DIRECTLY ACROSS THE HIGHWAY
 KV2034'(U.S. HIGHWAY 202) FROM THE OUR LADY OF MT. CARMEL CATHOLIC CHURCH.
 KV2034'THE DISK IS A COMMONWEALTH OF PENNSYLVANIA STANDARD DISK AND IT IS
 KV2034'SET IN THE TOP OF A PRECAST POST THAT PROJECTS 3 INCHES.
 KV2034
 KV2034                          STATION RECOVERY (1996)
 KV2034
 KV2034'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV2034'RECOVERED IN GOOD CONDITION.
 KV2034
 KV2034                          STATION RECOVERY (1998)
 KV2034
 KV2034'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV2034'RECOVERED IN GOOD CONDITION.
 KV2034
 KV2034                          STATION RECOVERY (1999)
 KV2034
 KV2034'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV2034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3640 ***********************************************************************
 KV3640  DESIGNATION -  DOYLESTOWN BUCKS CO CTHSE TWR
 KV3640  PID         -  KV3640
 KV3640  STATE/COUNTY-  PA/BUCKS
 KV3640  USGS QUAD   -  DOYLESTOWN (1992)
 KV3640
 KV3640                         *CURRENT SURVEY CONTROL
 KV3640  ___________________________________________________________________
 KV3640* NAD 83(1992)-  40 18 43.12063(N)    075 07 47.70952(W)     ADJUSTED  
 KV3640* NAVD 88     -                                                        
 KV3640  ___________________________________________________________________
 KV3640  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 KV3640  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 KV3640
 KV3640  HORZ ORDER  -  THIRD
 KV3640
 KV3640.The horizontal coordinates were established by classical geodetic methods
 KV3640.and adjusted by the National Geodetic Survey in June 2002..
 KV3640
 KV3640
 KV3640.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3640
 KV3640.The geoid height was determined by GEOID03.
 KV3640
 KV3640;                    North         East     Units Scale Factor Converg.
 KV3640;SPC PA S     -   111,966.999   822,676.207   MT  0.99996242   +1 41 59.6
 KV3640;SPC PA S     -   367,345.06  2,699,063.52   sFT  0.99996242   +1 41 59.6
 KV3640;UTM  18      - 4,462,392.752   488,960.759   MT  0.99960150   -0 05 02.6
 KV3640
 KV3640                          SUPERSEDED SURVEY CONTROL
 KV3640
 KV3640  NAD 83(1996)-  40 18 43.12186(N)    075 07 47.71162(W) AD(       ) 4
 KV3640  NAD 83(1986)-  40 18 43.11783(N)    075 07 47.71327(W) AD(       ) 4
 KV3640  NAD 27      -  40 18 42.73700(N)    075 07 49.09500(W) AD(       ) 3
 KV3640
 KV3640.Superseded values are not recommended for survey control.
 KV3640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3640.See file dsdata.txt to determine how the superseded data were derived.
 KV3640
 KV3640_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8896162393(NAD 83)
 KV3640_MARKER: 55 = TOWER
 KV3640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3640+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2004
 KV3640
 KV3640  HISTORY     - Date     Condition        Report By
 KV3640  HISTORY     - 1942     FIRST OBSERVED   CGS
 KV3640  HISTORY     - 19950828 MARK NOT FOUND   USPSQD
 KV3640  HISTORY     - 19980302 MARK NOT FOUND   USPSQD
 KV3640  HISTORY     - 20040222 GOOD             USPSQD
 KV3640
 KV3640                          STATION DESCRIPTION
 KV3640
 KV3640'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV3640'THIS INTERSECTION STATION IS THE BUCKS COUNTY COURTHOUSE CLOCK TOWER.
 KV3640'THE BUILDING IS RED AND GRAY STONE WITH A CLOCK TOWER ABOUT 75
 KV3640'FEET HIGH AT THE CENTER OF THE SE SIDE OF THE BUILDING.  THE BUILDING
 KV3640'IS ON EAST COURT STREET, BETWEEN EAST BROAD AND NORTH MAIN STREETS
 KV3640'IN DOYLESTOWN.  THE CLOCK TOWER IS 71 FEET NW OF THE NW CURB OF EAST
 KV3640'COURT STREET AND 181 FEET SW OF THE SW CURB OF EAST BROAD STREET.
 KV3640'
 KV3640'THE POINT OBSERVED UPON WAS THE TIP OF THE SPIRE OF THE CLOCK TOWER.
 KV3640
 KV3640                          STATION RECOVERY (1995)
 KV3640
 KV3640'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3640'MARK NOT FOUND.
 KV3640
 KV3640                          STATION RECOVERY (1998)
 KV3640
 KV3640'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV3640'MARK NOT FOUND.
 KV3640
 KV3640                          STATION RECOVERY (2004)
 KV3640
 KV3640'RECOVERY NOTE BY US POWER SQUADRON 2004 (NCS)
 KV3640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3642 ***********************************************************************
 KV3642  DESIGNATION -  DOYLESTOWN BUCKS CO HOME TANK
 KV3642  PID         -  KV3642
 KV3642  STATE/COUNTY-  PA/BUCKS
 KV3642  USGS QUAD   -  DOYLESTOWN (1992)
 KV3642
 KV3642                         *CURRENT SURVEY CONTROL
 KV3642  ___________________________________________________________________
 KV3642* NAD 83(1992)-  40 16 14.87871(N)    075 07 56.34862(W)     ADJUSTED  
 KV3642* NAVD 88     -                                                        
 KV3642  ___________________________________________________________________
 KV3642  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 KV3642  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KV3642
 KV3642  HORZ ORDER  -  THIRD
 KV3642
 KV3642.The horizontal coordinates were established by classical geodetic methods
 KV3642.and adjusted by the National Geodetic Survey in June 2002..
 KV3642
 KV3642
 KV3642.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3642
 KV3642.The geoid height was determined by GEOID03.
 KV3642
 KV3642;                    North         East     Units Scale Factor Converg.
 KV3642;SPC PA S     -   107,390.678   822,607.826   MT  0.99996440   +1 41 54.0
 KV3642;SPC PA S     -   352,330.92  2,698,839.18   sFT  0.99996440   +1 41 54.0
 KV3642;UTM  18      - 4,457,822.432   488,750.027   MT  0.99960156   -0 05 07.9
 KV3642
 KV3642                          SUPERSEDED SURVEY CONTROL
 KV3642
 KV3642  NAD 83(1996)-  40 16 14.88630(N)    075 07 56.36187(W) AD(       ) 4
 KV3642  NAD 83(1986)-  40 16 14.87633(N)    075 07 56.35206(W) AD(       ) 4
 KV3642  NAD 27      -  40 16 14.49200(N)    075 07 57.73400(W) AD(       ) 3
 KV3642
 KV3642.Superseded values are not recommended for survey control.
 KV3642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3642.See file dsdata.txt to determine how the superseded data were derived.
 KV3642
 KV3642_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8875057822(NAD 83)
 KV3642_MARKER: 53 = ELEVATED TANK
 KV3642
 KV3642  HISTORY     - Date     Condition        Report By
 KV3642  HISTORY     - 1942     FIRST OBSERVED   CGS
 KV3642  HISTORY     - 1959     GOOD             CGS
 KV3642  HISTORY     - 19950901 MARK NOT FOUND   USPSQD
 KV3642  HISTORY     - 19980302 MARK NOT FOUND   USPSQD
 KV3642  HISTORY     - 19991228 MARK NOT FOUND   USPSQD
 KV3642
 KV3642                          STATION DESCRIPTION
 KV3642
 KV3642'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV3642'THIS INTERSECTION STATION IS THE WATER TANK AT THE BUCKS COUNTY HOME,
 KV3642'ABOUT 2.75 MILES S OF DOYLESTOWN ALONG THE W SIDE OF U.S. HIGHWAY
 KV3642'611.  IT IS A SLENDER CYLINDRICAL STEEL BOWLATOP A FOUR-LEGGED STEEL
 KV3642'STRUCTURE, OVERALL HIEIGHT ABOUT HEIGHT ABOUT 100 FEET.  IT IS AT
 KV3642'THE MAIN BUILDINGS OF THE HOME, ABOUT 0.2 MILE W OF U.S. HIGHWAY 611.
 KV3642'
 KV3642'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF OF THE
 KV3642'TANK.
 KV3642
 KV3642                          STATION RECOVERY (1959)
 KV3642
 KV3642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (IYF)
 KV3642'STATION RECOVERED IN GOOD CONDITION AND, ACCORDING TO LOCAL INQUIRY,
 KV3642'IN THE ORIGINAL POSITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE AND
 KV3642'COMPLETE.
 KV3642
 KV3642                          STATION RECOVERY (1995)
 KV3642
 KV3642'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3642'MARK NOT FOUND.
 KV3642
 KV3642                          STATION RECOVERY (1998)
 KV3642
 KV3642'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV3642'MARK NOT FOUND.
 KV3642
 KV3642                          STATION RECOVERY (1999)
 KV3642
 KV3642'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV3642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3635 ***********************************************************************
 KV3635  DESIGNATION -  DOYLESTOWN CATHOLIC CH SPIRE
 KV3635  PID         -  KV3635
 KV3635  STATE/COUNTY-  PA/BUCKS
 KV3635  USGS QUAD   -  BUCKINGHAM (1980)
 KV3635
 KV3635                         *CURRENT SURVEY CONTROL
 KV3635  ___________________________________________________________________
 KV3635* NAD 83(1992)-  40 18 43.46455(N)    075 07 27.95999(W)     ADJUSTED  
 KV3635* NAVD 88     -                                                        
 KV3635  ___________________________________________________________________
 KV3635  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 KV3635  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KV3635
 KV3635  HORZ ORDER  -  THIRD
 KV3635
 KV3635.The horizontal coordinates were established by classical geodetic methods
 KV3635.and adjusted by the National Geodetic Survey in June 2002..
 KV3635
 KV3635
 KV3635.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3635
 KV3635.The geoid height was determined by GEOID03.
 KV3635
 KV3635;                    North         East     Units Scale Factor Converg.
 KV3635;SPC PA S     -   111,991.449   823,141.999   MT  0.99996241   +1 42 12.4
 KV3635;SPC PA S     -   367,425.28  2,700,591.71   sFT  0.99996241   +1 42 12.4
 KV3635;UTM  18      - 4,462,402.687   489,426.918   MT  0.99960138   -0 04 49.8
 KV3635
 KV3635                          SUPERSEDED SURVEY CONTROL
 KV3635
 KV3635  NAD 83(1996)-  40 18 43.46507(N)    075 07 27.96150(W) AD(       ) 4
 KV3635  NAD 83(1986)-  40 18 43.46151(N)    075 07 27.96387(W) AD(       ) 4
 KV3635  NAD 27      -  40 18 43.07800(N)    075 07 29.34600(W) AD(       ) 3
 KV3635
 KV3635.Superseded values are not recommended for survey control.
 KV3635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3635.See file dsdata.txt to determine how the superseded data were derived.
 KV3635
 KV3635_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8942762403(NAD 83)
 KV3635_MARKER: 90 = CHURCH SPIRE
 KV3635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3635+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2004
 KV3635
 KV3635  HISTORY     - Date     Condition        Report By
 KV3635  HISTORY     - 1942     FIRST OBSERVED   CGS
 KV3635  HISTORY     - 19960416 MARK NOT FOUND   USPSQD
 KV3635  HISTORY     - 19980303 MARK NOT FOUND   USPSQD
 KV3635  HISTORY     - 20040222 GOOD             USPSQD
 KV3635
 KV3635                          STATION DESCRIPTION
 KV3635
 KV3635'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV3635'THIS INTERSECTION STATION IS THE OUR LADY OF MT. CARMEL CATHOLIC
 KV3635'CHURCH SPIRE.  THE CHURCH IS A WHITE PLASTER COVERED BUILDING WITH
 KV3635'A SPIRE ABOUT 75 FEET HIGH AT THE S END OF THE BUILDING.  IT IS IN
 KV3635'THE NW ANGLE OF THE INTERSECTION OF EAST OAKLAND AVENUE AND EAST
 KV3635'STATE STREET IN DOYLESTOWN.  THE SPIRE IS 60 FEET N OF THE N CURB OF
 KV3635'EAST STATE STREET.
 KV3635'
 KV3635'THE POINT OBSERVED UPON WAS THE TIP OF THE SPIRE AT THE BASE OF THE
 KV3635'CROSS.
 KV3635
 KV3635                          STATION RECOVERY (1996)
 KV3635
 KV3635'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV3635'MARK NOT FOUND.
 KV3635
 KV3635                          STATION RECOVERY (1998)
 KV3635
 KV3635'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV3635'MARK NOT FOUND.
 KV3635
 KV3635                          STATION RECOVERY (2004)
 KV3635
 KV3635'RECOVERY NOTE BY US POWER SQUADRON 2004 (NCS)
 KV3635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3641 ***********************************************************************
 KV3641  DESIGNATION -  DOYLESTOWN FIRST BAP CH SPIRE
 KV3641  PID         -  KV3641
 KV3641  STATE/COUNTY-  PA/BUCKS
 KV3641  USGS QUAD   -  DOYLESTOWN (1992)
 KV3641
 KV3641                         *CURRENT SURVEY CONTROL
 KV3641  ___________________________________________________________________
 KV3641* NAD 83(1992)-  40 18 30.40447(N)    075 07 58.82796(W)     ADJUSTED  
 KV3641* NAVD 88     -                                                        
 KV3641  ___________________________________________________________________
 KV3641  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 KV3641  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KV3641
 KV3641  HORZ ORDER  -  THIRD
 KV3641
 KV3641.The horizontal coordinates were established by classical geodetic methods
 KV3641.and adjusted by the National Geodetic Survey in June 2002..
 KV3641
 KV3641
 KV3641.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3641
 KV3641.The geoid height was determined by GEOID03.
 KV3641
 KV3641;                    North         East     Units Scale Factor Converg.
 KV3641;SPC PA S     -   111,567.178   822,425.422   MT  0.99996257   +1 41 52.4
 KV3641;SPC PA S     -   366,033.32  2,698,240.74   sFT  0.99996257   +1 41 52.4
 KV3641;UTM  18      - 4,462,001.074   488,697.744   MT  0.99960157   -0 05 09.8
 KV3641
 KV3641                          SUPERSEDED SURVEY CONTROL
 KV3641
 KV3641  NAD 83(1996)-  40 18 30.40601(N)    075 07 58.83013(W) AD(       ) 4
 KV3641  NAD 83(1986)-  40 18 30.40179(N)    075 07 58.83174(W) AD(       ) 4
 KV3641  NAD 27      -  40 18 30.02300(N)    075 08 00.21600(W) AD(       ) 3
 KV3641
 KV3641.Superseded values are not recommended for survey control.
 KV3641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3641.See file dsdata.txt to determine how the superseded data were derived.
 KV3641
 KV3641_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8869862001(NAD 83)
 KV3641_MARKER: 90 = CHURCH SPIRE
 KV3641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3641+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2004
 KV3641
 KV3641  HISTORY     - Date     Condition        Report By
 KV3641  HISTORY     - 1942     FIRST OBSERVED   CGS
 KV3641  HISTORY     - 19950828 GOOD             USPSQD
 KV3641  HISTORY     - 19970309 GOOD             USPSQD
 KV3641  HISTORY     - 20040221 GOOD             USPSQD
 KV3641
 KV3641                          STATION DESCRIPTION
 KV3641
 KV3641'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV3641'THIS INTERSECTION STATION IS THE FIRST BAPTIST CHURCH SPIRE.  IT IS A
 KV3641'YELLOW STUCCO BUILDING WITH A WOODEN BELFRY ABOUT 75 FEET HIGH AT
 KV3641'THE CENTER AND NE END OF THE BUILDING.  IT IS IN THE SW ANGLE OF THE
 KV3641'INTERSECTION OF SOUTH CLINTON AVENUE AND WEST COURT STREET IN
 KV3641'DOYLESTOWN.  THE BELFRY IS 41 FEET SW OF THE SW CURB OF SOUTH CLINTON
 KV3641'AVENUE AND 45 FEET SE OF THE SE CURB OF WEST COURT STREET.
 KV3641'
 KV3641'THE POINT OBSERVED UPON WAS THE TIP OF THE SPIRE OF THE BELFRY.
 KV3641
 KV3641                          STATION RECOVERY (1995)
 KV3641
 KV3641'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3641'RECOVERED IN GOOD CONDITION.
 KV3641
 KV3641                          STATION RECOVERY (1997)
 KV3641
 KV3641'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV3641'RECOVERED IN GOOD CONDITION.
 KV3641
 KV3641                          STATION RECOVERY (2004)
 KV3641
 KV3641'RECOVERY NOTE BY US POWER SQUADRON 2004 (ASB)
 KV3641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3638 ***********************************************************************
 KV3638  DESIGNATION -  DOYLESTOWN FIRST PRESB CHURCH
 KV3638  PID         -  KV3638
 KV3638  STATE/COUNTY-  PA/BUCKS
 KV3638  USGS QUAD   -  DOYLESTOWN (1992)
 KV3638
 KV3638                         *CURRENT SURVEY CONTROL
 KV3638  ___________________________________________________________________
 KV3638* NAD 83(1992)-  40 18 48.72635(N)    075 07 42.88717(W)     ADJUSTED  
 KV3638* NAVD 88     -                                                        
 KV3638  ___________________________________________________________________
 KV3638  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 KV3638  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 KV3638
 KV3638  HORZ ORDER  -  THIRD
 KV3638
 KV3638.The horizontal coordinates were established by classical geodetic methods
 KV3638.and adjusted by the National Geodetic Survey in June 2002..
 KV3638
 KV3638
 KV3638.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3638
 KV3638.The geoid height was determined by GEOID03.
 KV3638
 KV3638;                    North         East     Units Scale Factor Converg.
 KV3638;SPC PA S     -   112,143.201   822,784.887   MT  0.99996235   +1 42 02.7
 KV3638;SPC PA S     -   367,923.15  2,699,420.08   sFT  0.99996235   +1 42 02.7
 KV3638;UTM  18      - 4,462,565.424   489,074.831   MT  0.99960147   -0 04 59.5
 KV3638
 KV3638                          SUPERSEDED SURVEY CONTROL
 KV3638
 KV3638  NAD 83(1996)-  40 18 48.72660(N)    075 07 42.89098(W) AD(       ) 4
 KV3638  NAD 83(1986)-  40 18 48.72364(N)    075 07 42.89101(W) AD(       ) 4
 KV3638  NAD 27      -  40 18 48.34100(N)    075 07 44.27300(W) AD(       ) 3
 KV3638
 KV3638.Superseded values are not recommended for survey control.
 KV3638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3638.See file dsdata.txt to determine how the superseded data were derived.
 KV3638
 KV3638_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8907562565(NAD 83)
 KV3638_MARKER: 90 = CHURCH SPIRE
 KV3638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3638+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2004
 KV3638
 KV3638  HISTORY     - Date     Condition        Report By
 KV3638  HISTORY     - 1942     FIRST OBSERVED   CGS
 KV3638  HISTORY     - 19950828 GOOD             USPSQD
 KV3638  HISTORY     - 19970309 GOOD             USPSQD
 KV3638  HISTORY     - 20040221 GOOD             USPSQD
 KV3638
 KV3638                          STATION DESCRIPTION
 KV3638
 KV3638'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV3638'THIS INTERSECTION STATION IS THE PRESBYTERIAN CHURCH SPIRE.  THE
 KV3638'CHURCH IS A RED STONE BUILDING WITH A SPIRE ABOUT 90 FEET HIGH AT
 KV3638'THE E CORNER OF THE BUILDING.  IT IS ON CHURCH STREET, BETWEEN
 KV3638'MECHANICS AND EAST COURT STREETS IN DOYLESTOWN.  THE SPIRE
 KV3638'IS 17 FEET SW OF THE SW CURB OF CHURCH STREET AND 164 FEET NW OF THE
 KV3638'NW CURB OF EAST COURT STREET.
 KV3638'
 KV3638'THE POINT OBSERVED UPON WAS THE TIP OF THE SPIRE.
 KV3638
 KV3638                          STATION RECOVERY (1995)
 KV3638
 KV3638'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3638'RECOVERED IN GOOD CONDITION.
 KV3638
 KV3638                          STATION RECOVERY (1997)
 KV3638
 KV3638'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV3638'RECOVERED IN GOOD CONDITION.
 KV3638
 KV3638                          STATION RECOVERY (2004)
 KV3638
 KV3638'RECOVERY NOTE BY US POWER SQUADRON 2004 (MJG)
 KV3638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3639 ***********************************************************************
 KV3639  DESIGNATION -  DOYLESTOWN MUNICIPAL TANK
 KV3639  PID         -  KV3639
 KV3639  STATE/COUNTY-  PA/BUCKS
 KV3639  USGS QUAD   -  DOYLESTOWN (1992)
 KV3639
 KV3639                         *CURRENT SURVEY CONTROL
 KV3639  ___________________________________________________________________
 KV3639* NAD 83(1992)-  40 18 54.84278(N)    075 07 37.43217(W)     ADJUSTED  
 KV3639* NAVD 88     -                                                        
 KV3639  ___________________________________________________________________
 KV3639  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 KV3639  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 KV3639
 KV3639  HORZ ORDER  -  THIRD
 KV3639
 KV3639.The horizontal coordinates were established by classical geodetic methods
 KV3639.and adjusted by the National Geodetic Survey in June 2002..
 KV3639
 KV3639
 KV3639.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3639
 KV3639.The geoid height was determined by GEOID03.
 KV3639
 KV3639;                    North         East     Units Scale Factor Converg.
 KV3639;SPC PA S     -   112,335.594   822,908.025   MT  0.99996228   +1 42 06.3
 KV3639;SPC PA S     -   368,554.36  2,699,824.08   sFT  0.99996228   +1 42 06.3
 KV3639;UTM  18      - 4,462,753.821   489,203.852   MT  0.99960143   -0 04 56.0
 KV3639
 KV3639                          SUPERSEDED SURVEY CONTROL
 KV3639
 KV3639  NAD 83(1996)-  40 18 54.84354(N)    075 07 37.43326(W) AD(       ) 4
 KV3639  NAD 83(1986)-  40 18 54.83990(N)    075 07 37.43581(W) AD(       ) 4
 KV3639  NAD 27      -  40 18 54.46200(N)    075 07 38.81400(W) AD(       ) 3
 KV3639
 KV3639.Superseded values are not recommended for survey control.
 KV3639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3639.See file dsdata.txt to determine how the superseded data were derived.
 KV3639
 KV3639_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8920462754(NAD 83)
 KV3639_MARKER: 51 = TANK
 KV3639_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3639+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2005
 KV3639
 KV3639  HISTORY     - Date     Condition        Report By
 KV3639  HISTORY     - 1942     FIRST OBSERVED   CGS
 KV3639  HISTORY     - 19950828 GOOD             USPSQD
 KV3639  HISTORY     - 19970309 GOOD             USPSQD
 KV3639  HISTORY     - 20040222 GOOD             USPSQD
 KV3639  HISTORY     - 20050129 GOOD             GEOCAC
 KV3639
 KV3639                          STATION DESCRIPTION
 KV3639
 KV3639'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV3639'THIS INTERSECTION STATION IS THE DOYLESTOWN MUNICIPAL WATER TANK.  IT
 KV3639'IS A STEEL CYLINDRICAL BOWL SET ON THE GROUND.  IT IS APPROXIMATELY
 KV3639'50 FEET HIGH, THE BOWL IS PAINTED ALUMINUM COLOR AND THE ROOF IS
 KV3639'PAINTED GREEN.  IT IS ABOUT 0.05 MILE NE OF THE CORNER OF MECHANICS
 KV3639'AND SPRUCE STREETS IN DOYLESTOWN.
 KV3639'
 KV3639'THE POINT OBSERVED UPON WAS THE APEX OF THE ROOF OF THE TANK.
 KV3639
 KV3639                          STATION RECOVERY (1995)
 KV3639
 KV3639'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3639'RECOVERED IN GOOD CONDITION.
 KV3639
 KV3639                          STATION RECOVERY (1997)
 KV3639
 KV3639'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV3639'RECOVERED IN GOOD CONDITION.
 KV3639
 KV3639                          STATION RECOVERY (2004)
 KV3639
 KV3639'RECOVERY NOTE BY US POWER SQUADRON 2004 (NCS)
 KV3639'RECOVERED IN GOOD CONDITION.
 KV3639
 KV3639                          STATION RECOVERY (2005)
 KV3639
 KV3639'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 KV3639'THE ENTIRE TANK IS NOW PAINTED PALE BLUE-GREEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0552 ***********************************************************************
 KX0552  DESIGNATION -  DRACUP
 KX0552  PID         -  KX0552
 KX0552  STATE/COUNTY-  PA/CAMBRIA
 KX0552  USGS QUAD   -  NANTY GLO (1984)
 KX0552
 KX0552                         *CURRENT SURVEY CONTROL
 KX0552  ___________________________________________________________________
 KX0552* NAD 83(1992)-  40 27 01.19525(N)    078 45 30.71413(W)     ADJUSTED  
 KX0552* NAVD 88     -       663.600  (meters)    2177.16   (feet)  ADJUSTED  
 KX0552  ___________________________________________________________________
 KX0552  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 KX0552  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KX0552  DYNAMIC HT  -         663.230 (meters)    2175.95  (feet)  COMP
 KX0552  MODELED GRAV-     980,044.7   (mgal)                       NAVD 88
 KX0552
 KX0552  HORZ ORDER  -  SECOND
 KX0552  VERT ORDER  -  SECOND    CLASS 0
 KX0552
 KX0552.The horizontal coordinates were established by classical geodetic methods
 KX0552.and adjusted by the National Geodetic Survey in June 2002..
 KX0552
 KX0552.The orthometric height was determined by differential leveling
 KX0552.and adjusted by the National Geodetic Survey in June 1991..
 KX0552
 KX0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX0552
 KX0552.The geoid height was determined by GEOID03.
 KX0552
 KX0552.The dynamic height is computed by dividing the NAVD 88
 KX0552.geopotential number by the normal gravity value computed on the
 KX0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0552.degrees latitude (g = 980.6199 gals.).
 KX0552
 KX0552.The modeled gravity was interpolated from observed gravity values.
 KX0552
 KX0552;                    North         East     Units Scale Factor Converg.
 KX0552;SPC PA S     -   124,514.498   514,451.330   MT  0.99995950   -0 39 15.6
 KX0552;SPC PA S     -   408,511.32  1,687,829.07   sFT  0.99995950   -0 39 15.6
 KX0552;UTM  17      - 4,480,154.471   690,076.021   MT  1.00004474   +1 27 16.8
 KX0552
 KX0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX0552!SPC PA S     -   0.99990097  x   0.99995950  =   0.99986048
 KX0552!UTM  17      -   0.99990097  x   1.00004474  =   0.99994571
 KX0552
 KX0552|---------------------------------------------------------------------|
 KX0552| PID    Reference Object                     Distance      Geod. Az  |
 KX0552|                                                           dddmmss.s |
 KX0552| KX0553 DRACUP RM 1                          10.776 METERS 17927     |
 KX0552| KX0551 DRACUP RM 2                          10.278 METERS 26624     |
 KX0552| KX0550 DRACUP AZ MK                        APPROX. 1.6 KM 3434911.9 |
 KX0552|---------------------------------------------------------------------|
 KX0552
 KX0552                          SUPERSEDED SURVEY CONTROL
 KX0552
 KX0552  NAD 83(1986)-  40 27 01.20056(N)    078 45 30.72598(W) AD(       ) 2
 KX0552  NAD 27      -  40 27 00.93850(N)    078 45 31.65182(W) AD(       ) 2
 KX0552  NGVD 29 (??/??/92)  663.746  (m)         2177.64   (f) ADJ UNCH    2 0
 KX0552
 KX0552.Superseded values are not recommended for survey control.
 KX0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0552.See file dsdata.txt to determine how the superseded data were derived.
 KX0552
 KX0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE9007680154(NAD 83)
 KX0552_MARKER: DE = TRAVERSE STATION DISK
 KX0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0552_STAMPING: DRACUP 1967
 KX0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0552+STABILITY: SURFACE MOTION
 KX0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KX0552+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2001
 KX0552
 KX0552  HISTORY     - Date     Condition        Report By
 KX0552  HISTORY     - 1967     MONUMENTED       CGS
 KX0552  HISTORY     - 1967     GOOD             CGS
 KX0552  HISTORY     - 1976     GOOD             PADT
 KX0552  HISTORY     - 1980     GOOD             NGS
 KX0552  HISTORY     - 1986     GOOD             NGS
 KX0552  HISTORY     - 20010403 GOOD             PADT
 KX0552  HISTORY     - 20030804 POOR             PADT
 KX0552
 KX0552                          STATION DESCRIPTION
 KX0552
 KX0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX0552'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF NEW GERMANY AND 2.5
 KX0552'MILES SOUTHWEST OF EBENSBURG AND ON THE STATE RIGHT-OF-WAY.
 KX0552'
 KX0552'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 22 AND STATE
 KX0552'HIGHWAY 160, ABOUT 1 MILE SOUTH OF EBENSBURG, GO WEST ON U.S.
 KX0552'HIGHWAY 22 FOR 2.35 MILES TO A NEW BRIDGE OVER THE HIGHWAY AND THE
 KX0552'AZIMUTH MARK ON THE LEFT, CONTINUE WEST ON U.S. HIGHWAY 22 FOR
 KX0552'0.2 MILE TO A CROSSOVER, TURN LEFT AND GO BACK EAST ON U.S. HIGHWAY
 KX0552'22 FOR 0.05 MILE TO THE PROPOSED ACCESS ROAD, TURN RIGHT AND
 KX0552'FOLLOW ACCESS ROAD FOR 0.15 MILE TO THE SOUTHBOUND LANE OF THE (NEW)
 KX0552'U.S.  HIGHWAY 219, TURN RIGHT AND GO SOUTH FOR 0.8 MILE TO THE
 KX0552'STATION ON THE LEFT, JUST EAST OF THE NORTHBOUND TRAFFIC LANE OF
 KX0552'THE (NEW) U.S. HIGHWAY 219.
 KX0552'
 KX0552'THE STATION MARK IS 110 FEET EAST OF THE CENTER OF THE NORTHBOUND
 KX0552'TRAFFIC LANE OF THE (NEW) U.S. HIGHWAY 219, 6 FEET EAST OF A
 KX0552'12-INCH TRIANGULAR BLAZED TREE, 6 FEET SOUTHWEST OF AN 8-INCH
 KX0552'TRIANGULAR BLAZED TREE AND 3.9 FEET SOUTH OF A METAL WITNESS
 KX0552'POST.  THE MARK IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A ROUND
 KX0552'CONCRETE POST SET FLUSH WITH THE GROUND AND IS STAMPED DRACUP
 KX0552'1967.
 KX0552'
 KX0552'REFERENCE MARK NO. 1 IS 115 FEET EAST OF THE CENTER OF THE NORTHBOUND
 KX0552'TRAFFIC LANE OF THE (NEW) U.S. HIGHWAY 219, 42 FEET
 KX0552'SOUTHEAST OF A 14-INCH TRIANGULAR BLAZED TREE AND 39 FEET SOUTH OF A
 KX0552'METAL WITNESS POST.  THE MARK IS A STANDARD DISK SET IN THE TOP
 KX0552'OF A ROUND CONCRETE POST PROJECTING 2 INCHES AND IS STAMPED DRACUP NO
 KX0552'1 1967.
 KX0552'
 KX0552'REFERENCE MARK NO. 2 IS 77 FEET EAST OF THE CENTER OF THE NORTHBOUND
 KX0552'TRAFFIC LANE OF THE (NEW) U.S. HIGHWAY 219, 34.8 FEET
 KX0552'WEST OF A METAL WITNESS POST AND 6 FEET NORTH OF A 14-INCH TRIANGULAR
 KX0552'BLAZED TREE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A
 KX0552'ROUND CONCRETE POST PROJECTING 2 INCHES AND IS STAMPED DRACUP NO 2
 KX0552'1967.
 KX0552'
 KX0552'THE AZIMUTH MARK IS 23 FEET EAST OF THE CENTER OF THE NORTHBOUND
 KX0552'TRAFFIC LANE OF THE (NEW) U.S. HIGHWAY 219 AND 1.6 FEET
 KX0552'NORTH OF THE SOUTH END OF BRIDGE.  THE MARK IS A STANDARD DISK
 KX0552'CEMENTED IN A DRILL HOLE IN THE WALKWAY OF THE SOUTHEAST END OF
 KX0552'BRIDGE AND IS STAMPED DRACUP 1967.
 KX0552'
 KX0552'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 KX0552
 KX0552                          STATION RECOVERY (1967)
 KX0552
 KX0552'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KX0552'1 MI S FROM EBENSBURG.
 KX0552'ABOUT 1.0 MILE SOUTH ALONG U.S. HIGHWAY 219 FROM ITS JUNCTION
 KX0552'WITH U.S. HIGHWAY 22, WHICH IS 2.3 MILES SOUTHWEST OF EBENSBURG,
 KX0552'SET IN THE TOP OF A CONCRETE POST FLUSH, 35.36 FEET NORTH OF
 KX0552'RM 1, 33.72 FEET EAST OF RM 2, 110 FEET EAST OF THE CENTERLINE
 KX0552'OF THE NORTH BOUND LANE OF HIGHWAY, 6 FEET EAST OF A 12-INCH
 KX0552'TRIANGULAR BLAZED TREE, 6 FEET SOUTHWEST OF AN 8-INCH
 KX0552'TRIANGULAR BLAZED TREE, 3.9 FEET SOUTH OF A METAL WITNESS SIGN,
 KX0552'AND IS ABOUT LEVEL WITH THE HIGHWAY.
 KX0552
 KX0552                          STATION RECOVERY (1976)
 KX0552
 KX0552'RECOVERY NOTE BY PA DEPT OF TRANSP 1976 (DH)
 KX0552'DRACUP 1967 FOUND GOOD.
 KX0552'DRACUP 1967 AZI FOUND GOOD.
 KX0552'
 KX0552'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILE SOUTHWEST
 KX0552'EBENSBURG.
 KX0552
 KX0552                          STATION RECOVERY (1980)
 KX0552
 KX0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 KX0552'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 KX0552'AS DESCRIBED.
 KX0552
 KX0552                          STATION RECOVERY (1986)
 KX0552
 KX0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (BMP)
 KX0552'THE STATION WAS RECOVERED AT THIS DATE.  THE STATION REFERENCE
 KX0552'MARK NO 2 AND THE AZIMUTH MARK WERE RECOVERED AT THIS TIME.
 KX0552'REFERENCE MARK NO 1 IS PROBABLY IN PLACE BUT BECAUSE OF
 KX0552'BRAMBLE AND TIME LIMITATIONS WAS NOT RECOVERED.  WITH CLEARING,
 KX0552'DRACUP 1967 AZ MK POSITIONED FROM STATION FRANCIS 1967 WAS GROUND
 KX0552'VISIBLE AND OCCUPIED.  TO MAKE STATION FRANCIS 1967 VISIBLE
 KX0552'WOULD TAKE CLEARING ABOUT 500 METERS AWAY.
 KX0552'
 KX0552'THE STATION IS LOCATED ABOUT 4.7 KM (2.9) SOUTH SOUTHWEST OF
 KX0552'EBENBURG, 10.0 KM (6.2 MI) NORTHWEST OF PORTAGE AND 6.3 KM
 KX0552'(3.9 MI) EAST SOUTHEAST OF NANTY GLO ON THE EAST SIDE AND
 KX0552'OUTSIDE THE FENCE OF U.S. HIGHWAY 219 ABOUT 1.6 KM (1.0 MI) SOUTH
 KX0552'OF U.S. HIGHWAY 22.  OWNERSHIP - UNKNOWN RIGHT OF WAY.
 KX0552'
 KX0552'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 22 AND
 KX0552'219 WEST OF EBENBURG, GO SOUTH ON US HIGHWAY 219 UNTIL REACHING
 KX0552'A CROSSOVER TO THE NORTHBOUND
 KX0552'LANE, THEN GO NORTH ON US HIGHWAY 219 TO MILE
 KX0552'MARKER 10145 AND THE STATION ON THE RIGHT ABOUT 1575 METERS
 KX0552'SOUTH OF THE U.S. HIGHWAY 22 BRIDGE.
 KX0552'
 KX0552'THE STATION IS A STANDARD CGS DISK STAMPED---DRACUP
 KX0552'1967---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KX0552'30 CM IN DIAMETER PROJECTING 2.0 CM.  LOCATED 33.5 METERS
 KX0552'EAST OF THE CENTER OF THE NORTH BOUND LANE OF THE HIGHWAY,
 KX0552'8.23 METERS (27.0 FT) EAST OF THE HIGHWAY RIGHT OF WAY FENCE,
 KX0552'12.5 METERS (4.0 FT) WEST OF A MAINTAINED PATH OF A GAS
 KX0552'PIPELINE, 2.13 METERS (7.0 FT) NORTH OF A 0.4 METER TREE WITH
 KX0552'A PECULIAR KNOB ON IT A 2 METERS AND 0.67 METERS 2.2 FT EAST
 KX0552'OF A METAL WITNESS POST.
 KX0552'
 KX0552'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED---DRACUP
 KX0552'1967 NO 2---SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 KX0552'30 CM IN DIAMETER PROJECTING 0.2 CM ABOVE THE GROUND.  LOCATED
 KX0552'12.9 METERS (39 FT) EAST FROM THE 10/45 HIGHWAY SIGN AND 2.1
 KX0552'METERS (7.0 FT) NORTH FROM A 0.5 METER TREE WITH A DEEP NARROW
 KX0552'BLAZE TOWARD THE HIGHWAY.
 KX0552'
 KX0552'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED---DRACUP
 KX0552'1967---SET IN THE WALKWAY ON THE SOUTHEAST END OF THE
 KX0552'BRIDGE OVER US HIGHWAY 22.  LOCATED 7.0 METERS (23.1 FT) EAST
 KX0552'OF THE CENTERLINE OF US HIGHWAY 219.  THIS STATION WAS OCCUPIED
 KX0552'AT THIS TIME AND THE INVERSE DISTANCE TO DRACUP 1967 DISAGREED
 KX0552'WITH THE MEASURED DISTANCE BY -0.101 METERS.
 KX0552'
 KX0552'DESCRIBED BY B PUTZIGER
 KX0552
 KX0552                          STATION RECOVERY (2001)
 KX0552
 KX0552'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DGE)
 KX0552'RECOVERED IN GOOD CONDITION.
 KX0552
 KX0552                          STATION RECOVERY (2003)
 KX0552
 KX0552'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (LMS)
 KX0552'LEVEL RUN BY PENNDOT FROM Z 315 (KX0547) TO DRACUP (KX0552) SHOWED A
 KX0552'DISCREPANCY OF -0.111M.  Z 315 WAS DETERMINED TO BE GOOD BY A LEVEL
 KX0552'CHECK INTO F 315 (KX0788).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0550 ***********************************************************************
 KX0550  DESIGNATION -  DRACUP AZ MK
 KX0550  PID         -  KX0550
 KX0550  STATE/COUNTY-  PA/CAMBRIA
 KX0550  USGS QUAD   -  NANTY GLO (1984)
 KX0550
 KX0550                         *CURRENT SURVEY CONTROL
 KX0550  ___________________________________________________________________
 KX0550* NAD 83(1992)-  40 27 50.18639(N)    078 45 49.32521(W)     ADJUSTED  
 KX0550* NAVD 88     -       651.648  (meters)    2137.95   (feet)  ADJUSTED  
 KX0550  ___________________________________________________________________
 KX0550  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 KX0550  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KX0550  DYNAMIC HT  -         651.282 (meters)    2136.75  (feet)  COMP
 KX0550  MODELED GRAV-     980,041.8   (mgal)                       NAVD 88
 KX0550
 KX0550  HORZ ORDER  -  SECOND
 KX0550  VERT ORDER  -  SECOND    CLASS 0
 KX0550
 KX0550.The horizontal coordinates were established by classical geodetic methods
 KX0550.and adjusted by the National Geodetic Survey in June 2002..
 KX0550
 KX0550.The orthometric height was determined by differential leveling
 KX0550.and adjusted by the National Geodetic Survey in June 1991..
 KX0550
 KX0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX0550
 KX0550.The geoid height was determined by GEOID03.
 KX0550
 KX0550.The dynamic height is computed by dividing the NAVD 88
 KX0550.geopotential number by the normal gravity value computed on the
 KX0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0550.degrees latitude (g = 980.6199 gals.).
 KX0550
 KX0550.The modeled gravity was interpolated from observed gravity values.
 KX0550
 KX0550;                    North         East     Units Scale Factor Converg.
 KX0550;SPC PA S     -   126,030.509   514,030.171   MT  0.99995953   -0 39 27.7
 KX0550;SPC PA S     -   413,485.09  1,686,447.32   sFT  0.99995953   -0 39 27.7
 KX0550;UTM  17      - 4,481,654.081   689,599.311   MT  1.00004251   +1 27 06.2
 KX0550
 KX0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX0550!SPC PA S     -   0.99990285  x   0.99995953  =   0.99986238
 KX0550!UTM  17      -   0.99990285  x   1.00004251  =   0.99994535
 KX0550
 KX0550                          SUPERSEDED SURVEY CONTROL
 KX0550
 KX0550  NAD 83(1986)-  40 27 50.19549(N)    078 45 49.33757(W) AD(       ) 2
 KX0550  NAD 27      -  40 27 49.93441(N)    078 45 50.26297(W) AD(       ) 2
 KX0550  NGVD 29 (??/??/92)  651.793  (m)         2138.42   (f) ADJ UNCH    2 0
 KX0550
 KX0550.Superseded values are not recommended for survey control.
 KX0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0550.See file dsdata.txt to determine how the superseded data were derived.
 KX0550
 KX0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE8959981654(NAD 83)
 KX0550_MARKER: DZ = AZIMUTH MARK DISK
 KX0550_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0550_SP_SET: BRIDGE SIDEWALK
 KX0550_STAMPING: DRACUP 1967
 KX0550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0550
 KX0550  HISTORY     - Date     Condition        Report By
 KX0550  HISTORY     - 1967     MONUMENTED       CGS
 KX0550  HISTORY     - 1986     GOOD             NGS
 KX0550
 KX0550                          STATION DESCRIPTION
 KX0550
 KX0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX0550'2.3 MI SW FROM EBENSBURG.
 KX0550'ABOUT 2.3 MILES WEST ALONG U.S. HIGHWAY 22 FROM ITS JUNCTION
 KX0550'WITH U.S. HIGHWAY 422, WHICH IS ABOUT 1.0 MILE EAST OF EBENSBURG,
 KX0550'SET IN THE TOP OF THE SOUTH END OF EAST SIDEWALK OF A BRIDGE
 KX0550'ON THE NORTH BOUND LANE OF U.S. HIGHWAY 219 OVER U.S. HIGHWAY
 KX0550'22, 25 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF
 KX0550'HIGHWAY, 2.0 FEET NORTH OF THE SOUTH END OF SIDE WALK AND IS
 KX0550'ABOUT 1.0 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- DRACUP
 KX0550'AZI WAS USED AS A REFERENCE MARK FOR TRAVERSE STATION FRANCIS.
 KX0550
 KX0550                          STATION RECOVERY (1986)
 KX0550
 KX0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (BMP)
 KX0550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0553 ***********************************************************************
 KX0553  DESIGNATION -  DRACUP RM 1
 KX0553  PID         -  KX0553
 KX0553  STATE/COUNTY-  PA/CAMBRIA
 KX0553  USGS QUAD   -  NANTY GLO (1984)
 KX0553
 KX0553                         *CURRENT SURVEY CONTROL
 KX0553  ___________________________________________________________________
 KX0553* NAD 83(1986)-  40 27 00.     (N)    078 45 30.     (W)     SCALED    
 KX0553* NAVD 88     -       663.774  (meters)    2177.73   (feet)  ADJUSTED  
 KX0553  ___________________________________________________________________
 KX0553  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KX0553  DYNAMIC HT  -         663.404 (meters)    2176.52  (feet)  COMP
 KX0553  MODELED GRAV-     980,044.7   (mgal)                       NAVD 88
 KX0553
 KX0553  VERT ORDER  -  SECOND    CLASS 0
 KX0553
 KX0553.The horizontal coordinates were scaled from a topographic map and have
 KX0553.an estimated accuracy of +/- 6 seconds.
 KX0553
 KX0553.The orthometric height was determined by differential leveling
 KX0553.and adjusted by the National Geodetic Survey in June 1991..
 KX0553
 KX0553.The geoid height was determined by GEOID03.
 KX0553
 KX0553.The dynamic height is computed by dividing the NAVD 88
 KX0553.geopotential number by the normal gravity value computed on the
 KX0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0553.degrees latitude (g = 980.6199 gals.).
 KX0553
 KX0553.The modeled gravity was interpolated from observed gravity values.
 KX0553
 KX0553;                    North         East    Units  Estimated Accuracy
 KX0553;SPC PA S     -   124,480.      514,470.      MT  (+/- 180 meters Scaled)
 KX0553
 KX0553                          SUPERSEDED SURVEY CONTROL
 KX0553
 KX0553  NGVD 29 (??/??/92)  663.920  (m)         2178.21   (f) ADJ UNCH    2 0
 KX0553
 KX0553.Superseded values are not recommended for survey control.
 KX0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0553.See file dsdata.txt to determine how the superseded data were derived.
 KX0553
 KX0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE900801(NAD 83)
 KX0553_MARKER: DR = REFERENCE MARK DISK
 KX0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0553_STAMPING: DRACUP NO 1 1967
 KX0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0553+STABILITY: SURFACE MOTION
 KX0553
 KX0553  HISTORY     - Date     Condition        Report By
 KX0553  HISTORY     - 1967     MONUMENTED       CGS
 KX0553
 KX0553                          STATION DESCRIPTION
 KX0553
 KX0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0553'1 MI S FROM EBENSBURG.
 KX0553'AT THE DRACUP STATION SITE-- 35.36 FEET SOUTH OF THE STATION,
 KX0553'115 FEET EAST OF THE NORTH BOUND LANE OF HIGHWAY, 42 FEET
 KX0553'SOUTHEAST OF A 14-INCH TRIANGULAR BLAZED TREE, 39 FEET SOUTH
 KX0553'OF A METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE POST
 KX0553'PROJECTING 2-INCH AND IS ABOUT LEVEL WITH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0551 ***********************************************************************
 KX0551  DESIGNATION -  DRACUP RM 2
 KX0551  PID         -  KX0551
 KX0551  STATE/COUNTY-  PA/CAMBRIA
 KX0551  USGS QUAD   -  NANTY GLO (1984)
 KX0551
 KX0551                         *CURRENT SURVEY CONTROL
 KX0551  ___________________________________________________________________
 KX0551* NAD 83(1986)-  40 27 00.     (N)    078 45 30.     (W)     SCALED    
 KX0551* NAVD 88     -       663.488  (meters)    2176.79   (feet)  ADJUSTED  
 KX0551  ___________________________________________________________________
 KX0551  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KX0551  DYNAMIC HT  -         663.118 (meters)    2175.58  (feet)  COMP
 KX0551  MODELED GRAV-     980,044.7   (mgal)                       NAVD 88
 KX0551
 KX0551  VERT ORDER  -  SECOND    CLASS 0
 KX0551
 KX0551.The horizontal coordinates were scaled from a topographic map and have
 KX0551.an estimated accuracy of +/- 6 seconds.
 KX0551
 KX0551.The orthometric height was determined by differential leveling
 KX0551.and adjusted by the National Geodetic Survey in June 1991..
 KX0551
 KX0551.The geoid height was determined by GEOID03.
 KX0551
 KX0551.The dynamic height is computed by dividing the NAVD 88
 KX0551.geopotential number by the normal gravity value computed on the
 KX0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0551.degrees latitude (g = 980.6199 gals.).
 KX0551
 KX0551.The modeled gravity was interpolated from observed gravity values.
 KX0551
 KX0551;                    North         East    Units  Estimated Accuracy
 KX0551;SPC PA S     -   124,480.      514,470.      MT  (+/- 180 meters Scaled)
 KX0551
 KX0551                          SUPERSEDED SURVEY CONTROL
 KX0551
 KX0551  NGVD 29 (??/??/92)  663.634  (m)         2177.27   (f) ADJ UNCH    2 0
 KX0551
 KX0551.Superseded values are not recommended for survey control.
 KX0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0551.See file dsdata.txt to determine how the superseded data were derived.
 KX0551
 KX0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE900801(NAD 83)
 KX0551_MARKER: DR = REFERENCE MARK DISK
 KX0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0551_STAMPING: DRACUP NO 1967
 KX0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0551+STABILITY: SURFACE MOTION
 KX0551
 KX0551  HISTORY     - Date     Condition        Report By
 KX0551  HISTORY     - 1967     MONUMENTED       CGS
 KX0551  HISTORY     - 20030804 POOR             PADT
 KX0551
 KX0551                          STATION DESCRIPTION
 KX0551
 KX0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0551'1 MI S FROM EBENSBURG.
 KX0551'AT THE DRACUP STATION SITE-- 33.72 FEET WEST OF THE STATION,
 KX0551'77 FEET EAST OF THE NORTH BOUND LANE OF HIGHWAY, 34.8 FEET
 KX0551'WEST OF A METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE
 KX0551'POST PROJECITNG 2-INCH, 6 FEET NORTH OF A 14-INCH TRIANGULAR
 KX0551'BLAZED TREE AND IS ABOUT LEVEL WITH THE STATION.
 KX0551
 KX0551                          STATION RECOVERY (2003)
 KX0551
 KX0551'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (LMS)
 KX0551'LEVEL RUN BY PENNDOT FROM Z 315 (KX0547) TO DRACUP RM 2(KX0551) SHOWED
 KX0551'A DISCREPANCY OF -0.099M.  Z 315 WAS DETERMINED TO BE GOOD BY A LEVEL
 KX0551'CHECK INTO F 315 (KX0788).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1672 ***********************************************************************
 LZ1672  DESIGNATION -  DRAWDY
 LZ1672  PID         -  LZ1672
 LZ1672  STATE/COUNTY-  PA/TIOGA
 LZ1672  USGS QUAD   -  ANTRIM (1986)
 LZ1672
 LZ1672                         *CURRENT SURVEY CONTROL
 LZ1672  ___________________________________________________________________
 LZ1672* NAD 83(1992)-  41 43 30.59060(N)    077 20 13.03951(W)     ADJUSTED  
 LZ1672* NAVD 88     -       566.1    (meters)    1857.     (feet)  VERTCON   
 LZ1672  ___________________________________________________________________
 LZ1672  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 LZ1672  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 LZ1672
 LZ1672  HORZ ORDER  -  SECOND
 LZ1672
 LZ1672.The horizontal coordinates were established by classical geodetic methods
 LZ1672.and adjusted by the National Geodetic Survey in June 2002..
 LZ1672
 LZ1672.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1672
 LZ1672.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1672
 LZ1672.The geoid height was determined by GEOID03.
 LZ1672
 LZ1672;                    North         East     Units Scale Factor Converg.
 LZ1672;SPC PA N     -   173,161.191   634,366.797   MT  0.99997123   +0 16 23.7
 LZ1672;SPC PA N     -   568,113.01  2,081,251.73   sFT  0.99997123   +0 16 23.7
 LZ1672;UTM  18      - 4,621,901.356   305,622.091   MT  1.00006496   -1 33 21.1
 LZ1672
 LZ1672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1672!SPC PA N     -   0.99991629  x   0.99997123  =   0.99988752
 LZ1672!UTM  18      -   0.99991629  x   1.00006496  =   0.99998124
 LZ1672
 LZ1672:                Primary Azimuth Mark                     Grid Az
 LZ1672:SPC PA N     -  WELLSBORO CABLE TV CO MAST               359 57 22.5
 LZ1672:UTM  18      -  WELLSBORO CABLE TV CO MAST               001 47 07.3
 LZ1672
 LZ1672|---------------------------------------------------------------------|
 LZ1672| PID    Reference Object                     Distance      Geod. Az  |
 LZ1672|                                                           dddmmss.s |
 LZ1672| LZ1670 WELLSBORO CABLE TV CO MAST          APPROX. 1.9 KM 0001346.2 |
 LZ1672| CJ9686 DRAWDY AZ MK                                       0280557.4 |
 LZ1672| CJ9687 DRAWDY RM 1                          10.475 METERS 04453     |
 LZ1672| CJ9688 DRAWDY RM 2                          11.645 METERS 29845     |
 LZ1672| LZ1671 WELLSBORO COMMUNITY POL MAST        APPROX. 2.6 KM 3003831.4 |
 LZ1672|---------------------------------------------------------------------|
 LZ1672
 LZ1672                          SUPERSEDED SURVEY CONTROL
 LZ1672
 LZ1672  NAD 83(1996)-  41 43 30.58939(N)    077 20 13.04254(W) AD(       ) 2
 LZ1672  NAD 83(1986)-  41 43 30.58889(N)    077 20 13.03841(W) AD(       ) 2
 LZ1672  NAD 27      -  41 43 30.32581(N)    077 20 14.12762(W) AD(       ) 2
 LZ1672  NGVD 29 (07/19/86)  566.2    (m)         1858.     (f) VERT ANG       
 LZ1672
 LZ1672.Superseded values are not recommended for survey control.
 LZ1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1672.See file dsdata.txt to determine how the superseded data were derived.
 LZ1672
 LZ1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM0562221901(NAD 83)
 LZ1672_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1672
 LZ1672  HISTORY     - Date     Condition        Report By
 LZ1672  HISTORY     - 1968     MONUMENTED       CGS
 LZ1672
 LZ1672                          STATION DESCRIPTION
 LZ1672
 LZ1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (WMJ)
 LZ1672'THE STATION IS LOCATED 5 MILES EAST-SOUTHEAST OF ANSONIA, 2 MILES
 LZ1672'SOUTHWEST OF WELLSBORO, ON THE NORTHWEST END OF A GRASSY RIDGE,
 LZ1672'ON THE PROPERTY OF MR. RYLIND DRAWDY.
 LZ1672'
 LZ1672'TO REACH THE STATION FROM THE COURTHOUSE IN WELLSBORO, GO SOUTHWEST
 LZ1672'ON STATE HIGHWAY 660 FOR 1.1 MILES TO A PAVED ROAD LEFT AT THE WEST
 LZ1672'EDGE OF A SAWMILL.  TURN LEFT AND GO SOUTHWEST FOR 1.0 MILE TO THE
 LZ1672'AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHWEST FOR 0.6 MILE TO THE
 LZ1672'TOP OF A HILL AND MR. DRAWDYS HOUSE ON THE LEFT, AND POWERLINE POLE
 LZ1672'GL-41.  TURN LEFT AND GO SOUTHEAST ON A DIM TRACK ROAD ACROSS A
 LZ1672'FIELD FOR 0.25 MILE TO THE STATION AS DESCRIBED.
 LZ1672'
 LZ1672'THE STATION IS ABOUT 100 FEET NORTHWEST OF THE RIDGE SPINE, ABOUT 12
 LZ1672'FEET LOWER THAN THE RIDGE SPINE, AND 4.6 FEET EAST OF A METAL
 LZ1672'WITNESS POST AND SIGN.  IT IS A STANDARD TRAVERSE DISK SET IN THE TOP
 LZ1672'OF A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 LZ1672'GROUND, AND STAMPED DRAWDY 1968.
 LZ1672'
 LZ1672'REFERENCE MARK 1 IS 38.3 FEET NORTH-NORTHEAST OF THE METAL WITNESS
 LZ1672'POST AND SIGN.  IT IS A STANDARD REFERENCE DISK SET IN THE TOP OF A
 LZ1672'12 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND, AND
 LZ1672'STAMPED DRAWDY NO 1 1968.
 LZ1672'
 LZ1672'REFERENCE MARK 2 IS 34.8 FEET NORTH-NORTHWEST OF THE METAL WITNESS
 LZ1672'POST AND SIGN, AND ABOUT 2 FEET LOWER THAN THE STATION.  IT IS
 LZ1672'A STANDARD REFERENCE DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 LZ1672'POST WHICH IS FLUSH WITH THE GROUND, AND STAMPED DRAWDY NO 2
 LZ1672'1968.
 LZ1672'
 LZ1672'THE AZIMUTH MARK IS 22.5 FEET SOUTHEAST OF THE CENTER OF THE PAVED
 LZ1672'ROAD, 2.6 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN, 2.0 FEET
 LZ1672'SOUTHWEST OF POWERLINE POLE GL-32, AND ABOUT 2 FEET HIGHER THAN THE
 LZ1672'ROADWAY.  IT IS A STANDARD AZIMUTH DISK SET IN THE TOP OF A 12
 LZ1672'INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND, AND
 LZ1672'STAMPED DRAWDY 1968.
 LZ1672'
 LZ1672'HEIGHT OF LIGHT ABOVE STATION MARK 1.29 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1737 ***********************************************************************
 LZ1737  DESIGNATION -  DRAY
 LZ1737  PID         -  LZ1737
 LZ1737  STATE/COUNTY-  PA/CLINTON
 LZ1737  USGS QUAD   -  JERSEY SHORE (1986)
 LZ1737
 LZ1737                         *CURRENT SURVEY CONTROL
 LZ1737  ___________________________________________________________________
 LZ1737* NAD 83(1992)-  41 11 11.21717(N)    077 18 21.70677(W)     ADJUSTED  
 LZ1737* NAVD 88     -       180.0    (meters)     591.     (feet)  VERTCON   
 LZ1737  ___________________________________________________________________
 LZ1737  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 LZ1737  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 LZ1737
 LZ1737  HORZ ORDER  -  SECOND
 LZ1737
 LZ1737.The horizontal coordinates were established by classical geodetic methods
 LZ1737.and adjusted by the National Geodetic Survey in June 2002..
 LZ1737
 LZ1737.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1737
 LZ1737.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1737
 LZ1737.The geoid height was determined by GEOID03.
 LZ1737
 LZ1737;                    North         East     Units Scale Factor Converg.
 LZ1737;SPC PA N     -   113,345.917   637,246.597   MT  0.99996492   +0 17 37.3
 LZ1737;SPC PA N     -   371,869.06  2,090,699.88   sFT  0.99996492   +0 17 37.3
 LZ1737;UTM  18      - 4,562,018.676   306,599.894   MT  1.00006036   -1 31 08.5
 LZ1737
 LZ1737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1737!SPC PA N     -   0.99997700  x   0.99996492  =   0.99994192
 LZ1737!UTM  18      -   0.99997700  x   1.00006036  =   1.00003735
 LZ1737
 LZ1737:                Primary Azimuth Mark                     Grid Az
 LZ1737:SPC PA N     -  CARSON                                   041 21 23.8
 LZ1737:UTM  18      -  CARSON                                   043 10 09.6
 LZ1737
 LZ1737|---------------------------------------------------------------------|
 LZ1737| PID    Reference Object                     Distance      Geod. Az  |
 LZ1737|                                                           dddmmss.s |
 LZ1737| LZ1053 CARSON                              APPROX. 3.4 KM 0413901.1 |
 LZ1737| CJ9689 DRAY RM 1                             8.763 METERS 06920     |
 LZ1737| CJ9690 DRAY RM 2                             9.649 METERS 25306     |
 LZ1737|---------------------------------------------------------------------|
 LZ1737
 LZ1737                          SUPERSEDED SURVEY CONTROL
 LZ1737
 LZ1737  NAD 83(1986)-  41 11 11.21328(N)    077 18 21.70376(W) AD(       ) 2
 LZ1737  NAD 27      -  41 11 10.95200(N)    077 18 22.79890(W) AD(       ) 2
 LZ1737  NGVD 29 (07/19/86)  180.2    (m)          591.     (f) VERT ANG       
 LZ1737
 LZ1737.Superseded values are not recommended for survey control.
 LZ1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1737.See file dsdata.txt to determine how the superseded data were derived.
 LZ1737
 LZ1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL0660062019(NAD 83)
 LZ1737_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1737
 LZ1737  HISTORY     - Date     Condition        Report By
 LZ1737  HISTORY     - 1958     MONUMENTED       CGS
 LZ1737  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LZ1737
 LZ1737                          STATION DESCRIPTION
 LZ1737
 LZ1737'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ1737'THE STATION IS APPROXIMATELY 2.5 MILES WEST-SOUTHWEST OF JERSEY
 LZ1737'SHORE, 1.0 MILE NORTH OF THE SUSQUEHANNA RIVER, 0.5 MILE EAST OF THE
 LZ1737'SMALL VILLAGE OF AVIS, ON THE SOUTH SIDE OF U.S. HIGHWAY 220, ON THE
 LZ1737'BANK BETWEEN THE OLD HIGHWAY AND THE PRESENT HIGHWAY AND ABOUT 100
 LZ1737'YARDS EAST OF THE MCCORMICK DRAY LINES INC.
 LZ1737'
 LZ1737'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 220 AND STATE HIGHWAY 44
 LZ1737'IN JERSEY SHORE, GO WEST AND SOUTH ON U.S. HIGHWAY 220 FOR 3.2
 LZ1737'MILES TO PAVED SIDE ROAD LEFT (OLD U.S. HIGHWAY 220) AND THE
 LZ1737'MCCORMICK DRAY LINES INC. BUILDING ON LEFT, TURN SHARP LEFT AND
 LZ1737'GO 0.05 MILE TO HOUSE ON RIGHT AND STATION ON LEFT.
 LZ1737'
 LZ1737'STATION MARKS ARE STANDARD DISKS STAMPED DRAY 1958.  THE SURFACE DISK
 LZ1737'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 LZ1737'OF THE GROUND.  IT IS 71 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 LZ1737'HOUSE, 57 FEET SOUTH-SOUTHEAST OF SOUTH EDGE OF U.S. HIGHWAY 220
 LZ1737'AND 6 FEET NORTH-NORTHWEST OF NORTH EDGE OF OLD HIGHWAY.  A STANDARD
 LZ1737'WITNESS POST WAS SET 5 FEET NORTH-NORTHWEST OF THE STATION.  THE
 LZ1737'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES
 LZ1737'BELOW THE SURFACE OF THE GROUND.
 LZ1737'
 LZ1737'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DRAY NO 1 1958, IS SET
 LZ1737'IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 LZ1737'GROUND.  IT IS 66 FEET NORTH OF NORTHWEST CORNER OF HOUSE, 58 FEET
 LZ1737'SOUTH-SOUTHEAST OF SOUTH EDGE OF U.S.  HIGHWAY 220 AND 7 FEET
 LZ1737'NORTH-NORTHWEST OF NORTH EDGE OF OLD HIGHWAY.
 LZ1737'
 LZ1737'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DRAY NO 2 1958, IS SET
 LZ1737'IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 LZ1737'GROUND.  IT IS 89 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 LZ1737'HOUSE AND 11 FEET NORTHWEST OF NORTH EDGE OF OLD HIGHWAY.
 LZ1737
 LZ1737                          STATION RECOVERY (1969)
 LZ1737
 LZ1737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LZ1737'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 LZ1737'IN GOOD CONDITION.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LZ1737'
 LZ1737'THE STATION IS LOCATED ABOUT 2.5 MILES WEST-SOUTHWEST OF JERSEY
 LZ1737'SHORE, 1 MILE NORTH OF THE SUSQUEHANNA RIVER, 0.5 MILE EAST OF AVIS
 LZ1737'AND ON THE SOUTH SIDE OF U.S. HIGHWAY 220.
 LZ1737'
 LZ1737'TO REACH THE STATION FROM THE POST OFFICE IN AVIS, GO NORTHEAST ON
 LZ1737'U.S. HIGHWAY 220 FOR 0.5 MILE TO THE MCCORMICK DRAY LINES INC.
 LZ1737'BUILDING AND THE STATION ON THE RIGHT.
 LZ1737'
 LZ1737'THE STATION MARK IS 102 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 LZ1737'BUILDING, 73 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER
 LZ1737'OF U.S. HIGHWAY 220, 19 FEET NORTH-NORTHWEST OF THE APPROXIMATE
 LZ1737'CENTER OF A PAVED ROAD AND 4.1 FEET SOUTH-SOUTHEAST OF A WOODEN
 LZ1737'WITNESS POST.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 LZ1737'CONCRETE POST PROJECTING 1-INCH AND IS STAMPED DRAY 1958.
 LZ1737'NOTE 1A 7A
 LZ1737'
 LZ1737'REFERENCE MARK NO. 1 IS 74 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE
 LZ1737'CENTER OF U.S. HIGHWAY 220, 29 FEET EAST OF THE WITNESS POST
 LZ1737'AND 18 FEET NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF A PAVED
 LZ1737'ROAD.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 LZ1737'CONCRETE POST PROJECTING 1-INCH AND IS STAMPED DRAY NO 1 1958.  NOTE
 LZ1737'11A.
 LZ1737'
 LZ1737'REFERENCE MARK NO. 2 IS 71 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE
 LZ1737'CENTER OF U.S. HIGHWAY 220, 31 FEET WEST-SOUTHWEST OF THE WITNESS
 LZ1737'POST AND 21 FEET NORTH-NORTHWEST OF A PAVED ROAD.  THE MARK IS A
 LZ1737'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH
 LZ1737'WITH THE GROUND AND IS STAMPED DRAY NO 2 1958.  NOTE 11A.
 LZ1737'
 LZ1737'A SUITABLE LOCATION COULD NOT BE FOUND FOR AN AZIMUTH MARK.
 LZ1737'
 LZ1737'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 0.5 MILE EAST OF
 LZ1737'AVIS
 LZ1737'
 LZ1737'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0260 ***********************************************************************
 MA0260  DESIGNATION -  DRD 133 PDH
 MA0260  PID         -  MA0260
 MA0260  STATE/COUNTY-  PA/CLEARFIELD
 MA0260  USGS QUAD   -  CLEARFIELD (1981)
 MA0260
 MA0260                         *CURRENT SURVEY CONTROL
 MA0260  ___________________________________________________________________
 MA0260* NAD 83(1986)-  41 02 37.     (N)    078 27 43.     (W)     SCALED    
 MA0260* NAVD 88     -       373.081  (meters)    1224.02   (feet)  ADJUSTED  
 MA0260  ___________________________________________________________________
 MA0260  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 MA0260  DYNAMIC HT  -         372.904 (meters)    1223.44  (feet)  COMP
 MA0260  MODELED GRAV-     980,138.6   (mgal)                       NAVD 88
 MA0260
 MA0260  VERT ORDER  -  SECOND    CLASS 0
 MA0260
 MA0260.The horizontal coordinates were scaled from a topographic map and have
 MA0260.an estimated accuracy of +/- 6 seconds.
 MA0260
 MA0260.The orthometric height was determined by differential leveling
 MA0260.and adjusted by the National Geodetic Survey in June 1991..
 MA0260
 MA0260.The geoid height was determined by GEOID03.
 MA0260
 MA0260.The dynamic height is computed by dividing the NAVD 88
 MA0260.geopotential number by the normal gravity value computed on the
 MA0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0260.degrees latitude (g = 980.6199 gals.).
 MA0260
 MA0260.The modeled gravity was interpolated from observed gravity values.
 MA0260
 MA0260;                    North         East    Units  Estimated Accuracy
 MA0260;SPC PA N     -    97,630.      540,140.      MT  (+/- 180 meters Scaled)
 MA0260
 MA0260                          SUPERSEDED SURVEY CONTROL
 MA0260
 MA0260  NGVD 29 (??/??/92)  373.232  (m)         1224.51   (f) ADJ UNCH    2 0
 MA0260
 MA0260.Superseded values are not recommended for survey control.
 MA0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0260.See file dsdata.txt to determine how the superseded data were derived.
 MA0260
 MA0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF133467(NAD 83)
 MA0260_MARKER: DD = SURVEY DISK
 MA0260_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0260_SP_SET: ABUTMENT
 MA0260_STAMPING: DRD133 1957
 MA0260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0260+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2002
 MA0260
 MA0260  HISTORY     - Date     Condition        Report By
 MA0260  HISTORY     - 1957     MONUMENTED       PADH
 MA0260  HISTORY     - 1959     GOOD             NGS
 MA0260  HISTORY     - 20020617 GOOD             PADT
 MA0260
 MA0260                          STATION DESCRIPTION
 MA0260
 MA0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MA0260'1 MI NW FROM CLEARFIELD.
 MA0260'1 MILE NORTHWEST ALONG STATE HIGHWAY 153 FROM THE CLEARFIELD
 MA0260'HOSPITAL IN CLEARFIELD, SET IN TOP OF THE EAST WINGWALL FOR
 MA0260'THE SOUTH ABUTMENT OF A 10 FOOT STONE BRIDGE OVER A CREEK, 14
 MA0260'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 MA0260'BELOW THE HIGHWAY.
 MA0260
 MA0260                          STATION RECOVERY (2002)
 MA0260
 MA0260'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (JP)
 MA0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0528 ***********************************************************************
 MA0528  DESIGNATION -  DRESS
 MA0528  PID         -  MA0528
 MA0528  STATE/COUNTY-  PA/CLEARFIELD
 MA0528  USGS QUAD   -  LUTHERSBURG (1986)
 MA0528
 MA0528                         *CURRENT SURVEY CONTROL
 MA0528  ___________________________________________________________________
 MA0528* NAD 83(1992)-  41 07 09.31589(N)    078 39 11.89012(W)     ADJUSTED  
 MA0528* NAVD 88     -       545.240  (meters)    1788.84   (feet)  ADJUSTED  
 MA0528  ___________________________________________________________________
 MA0528  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 MA0528  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 MA0528  DYNAMIC HT  -         544.977 (meters)    1787.98  (feet)  COMP
 MA0528  MODELED GRAV-     980,122.8   (mgal)                       NAVD 88
 MA0528
 MA0528  HORZ ORDER  -  SECOND
 MA0528  VERT ORDER  -  SECOND    CLASS 0
 MA0528
 MA0528.The horizontal coordinates were established by classical geodetic methods
 MA0528.and adjusted by the National Geodetic Survey in June 2002..
 MA0528
 MA0528.The orthometric height was determined by differential leveling
 MA0528.and adjusted by the National Geodetic Survey in June 1991..
 MA0528
 MA0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA0528
 MA0528.The geoid height was determined by GEOID03.
 MA0528
 MA0528.The dynamic height is computed by dividing the NAVD 88
 MA0528.geopotential number by the normal gravity value computed on the
 MA0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0528.degrees latitude (g = 980.6199 gals.).
 MA0528
 MA0528.The modeled gravity was interpolated from observed gravity values.
 MA0528
 MA0528;                    North         East     Units Scale Factor Converg.
 MA0528;SPC PA N     -   106,183.841   524,141.225   MT  0.99997031   -0 35 51.3
 MA0528;SPC PA N     -   348,371.49  1,719,620.00   sFT  0.99997031   -0 35 51.3
 MA0528;UTM  17      - 4,554,649.618   697,012.220   MT  1.00007772   +1 32 37.5
 MA0528
 MA0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA0528!SPC PA N     -   0.99991954  x   0.99997031  =   0.99988985
 MA0528!UTM  17      -   0.99991954  x   1.00007772  =   0.99999725
 MA0528
 MA0528:                Primary Azimuth Mark                     Grid Az
 MA0528:SPC PA N     -  DRESS AZ MK                              004 37 43.2
 MA0528:UTM  17      -  DRESS AZ MK                              002 29 14.4
 MA0528
 MA0528|---------------------------------------------------------------------|
 MA0528| PID    Reference Object                     Distance      Geod. Az  |
 MA0528|                                                           dddmmss.s |
 MA0528| MA0526 DRESS AZ MK                                        0040151.9 |
 MA0528| MA2257 SHAFFER                             APPROX. 3.6 KM 1170924.7 |
 MA0528| MA0529 DRESS RM 2                           13.998 METERS 21718     |
 MA0528| MA0527 DRESS RM 1                            8.222 METERS 35925     |
 MA0528|---------------------------------------------------------------------|
 MA0528
 MA0528                          SUPERSEDED SURVEY CONTROL
 MA0528
 MA0528  NAD 83(1986)-  41 07 09.31680(N)    078 39 11.89247(W) AD(       ) 2
 MA0528  NAD 27      -  41 07 09.10110(N)    078 39 12.79110(W) AD(       ) 2
 MA0528  NGVD 29 (??/??/92)  545.370  (m)         1789.27   (f) ADJ UNCH    2 0
 MA0528
 MA0528.Superseded values are not recommended for survey control.
 MA0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0528.See file dsdata.txt to determine how the superseded data were derived.
 MA0528
 MA0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF9701254650(NAD 83)
 MA0528_MARKER: DS = TRIANGULATION STATION DISK
 MA0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0528_STAMPING: DRESS STATION 1959
 MA0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0528+STABILITY: SURFACE MOTION
 MA0528
 MA0528  HISTORY     - Date     Condition        Report By
 MA0528  HISTORY     - 1959     MONUMENTED       CGS
 MA0528  HISTORY     - 1959     GOOD             CGS
 MA0528  HISTORY     - 1969     SEE DESCRIPTION  PADH
 MA0528  HISTORY     - 1972     SEE DESCRIPTION  PADT
 MA0528  HISTORY     - 1975     GOOD             NGS
 MA0528  HISTORY     - 1975     GOOD             PADT
 MA0528
 MA0528                          STATION DESCRIPTION
 MA0528
 MA0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 MA0528'THE STATION IS LOCATED ABOUT 50 YARDS NORTH OF THE CROWN OF A GRASS
 MA0528'COVERED HILL, ON PROPERTY OWNED BY MRS. EMORY
 MA0528'MILLER.  IT IS ABOUT 5-1/2 MILES EAST OF DUBOIS, 3.0 MILES NORTH OF
 MA0528'ROCKTON AND 1-1/2 MILES NORTHWEST OF THE DUBOIS
 MA0528'RESERVOIR.
 MA0528'
 MA0528'TO REACH THE STATION FROM THE POST OFFICE AND JUNCTION OF STATE
 MA0528'HIGHWAY 410 AND COUNTY HIGHWAY 17030 IN THE EAST EDGE OF THE
 MA0528'VILLAGE OF ROCKTON, GO NORTH ON COUNTY HIGHWAY 17030 AS PER SIGN 3
 MA0528'HOME CAMP FOR 2.62 MILES TO A T-ROAD INTERSECTION, JUST
 MA0528'AFTER CROSSING THE SMALL ARM OF THE DUBOIS RESERVOIR.  TURN LEFT AND
 MA0528'GO WEST ON COUNTY HIGHWAY 17030 FOR 0.75 MILE TO A
 MA0528'GRAVELED CROSS-ROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR
 MA0528'0.62 MILE TO A FIELD ROAD ENTRANCE, A GASWELL AND THE
 MA0528'STATION ON THE LEFT, WEST, SIDE OF THE GRAVELED ROAD.  CONTINUE
 MA0528'NORTH ON THE GRAVELED ROAD FOR 0.3 MILE TO A Y-INTERSECTION
 MA0528'AND THE AZIMUTH MARK TO THE NORTHEAST OF THE
 MA0528'INTERSECTION.
 MA0528'
 MA0528'THE STATION MARK, A STANDARD DISK STAMPED DRESS 1959, IS SET IN THE
 MA0528'TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE SURFACE
 MA0528'OF THE GROUND.  IT IS 123 FEET EAST-SOUTHEAST OF THE EAST SIDE OF THE
 MA0528'METAL SHED OVER A GASWELL, 102 FEET EAST-SOUTHEAST OF
 MA0528'A SIX-INCH GAS LINE COMING OUT OF THE GROUND, 72.6 FEET SOUTHWEST OF
 MA0528'A TELEPHONE POLE, 53 FEET NORTH OF THE INTERSECTION OF
 MA0528'A FIELD ROAD AND 27 FEET WEST OF THE CENTER OF A GRAVELED
 MA0528'ROAD.
 MA0528'
 MA0528'REFERENCE MARK 1, A STANDARD DISK STAMPED DRESS NO 1 1959, IS SET IN
 MA0528'THE TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE
 MA0528'SURFACE OF THE GROUND.  IT IS 51 FEET SOUTHWEST OF A TELEPHONE POLE,
 MA0528'27 FEET WEST OF THE CENTER OF A GRAVELED ROAD AND THE MARK
 MA0528'IS ABOUT 12 INCHES LOWER THAN THE STATION.
 MA0528'
 MA0528'REFERENCE MARK 2, A STANDARD DISK STAMPED DRESS NO 2 1959, IS SET IN
 MA0528'THE TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE SURFACE
 MA0528'OF THE GROUND.  IT IS 58 FEET WEST OF THE CENTER OF A GRAVELED ROAD,
 MA0528'49 FEET WEST OF THE CENTER OF THE
 MA0528'FIELD ROAD INTERSECTION AND IS ABOUT 18 INCHES HIGHER THAN THE
 MA0528'STATION.
 MA0528'
 MA0528'THE AZIMUTH MARK, A STANDARD DISK STAMPED DRESS 1959, IS SET IN THE
 MA0528'TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE SURFACE OF
 MA0528'THE GROUND.  IT IS 47 FEET EAST OF THE CENTER OF A Y-INTERSECTION, 13
 MA0528'FEET NORTHWEST OF THE CENTER OF A DIRT ROAD, 3.2 FEET
 MA0528'EAST OF A POWERLINE POLE AND 2.1 FEET WEST OF A STANDARD METAL
 MA0528'WITNESS POST AND MARKER.
 MA0528'
 MA0528'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 MA0528
 MA0528                          STATION RECOVERY (1959)
 MA0528
 MA0528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 MA0528'7.3 MI SE FROM DU BOIS.
 MA0528'0.35 MILE NORTH EAST ALONG STATE HY. 219 FROM THE HIGH SCHOOL
 MA0528'IN DU BOIS THENCE 4.25 MILE SOUTH EAST ON STATE HY. 255 TO A
 MA0528'BLACKTOP ROAD JUNCTION THENCE 0.3 MILE SOUTH ON BLACKTOP ROAD
 MA0528'TO A Y JUNCTION OF BLACKTOP AND GRAVEL ROADS THENCE 2.1 MILE SOUTH
 MA0528'ON GRAVEL ROAD TO A Y JUNCTION OF GRAVEL ROADS THENCE 0.3 MILE
 MA0528'SOUTH ON GRAVEL ROAD, IN THE CENTER OF TRIANGLE FOR FIELD ROAD,
 MA0528'ALSO-- ABOUT 2.7 MILE SOUTH EAST ALONG STATE HY. 410 FROM THE
 MA0528'POST OFFICE IN DU BOIS TO JUNCTION OF BLACKTOP ROAD EASTERLY
 MA0528'THENCE 1.1 MILE EASTERLY ON BLACKTOP ROAD TO Y BLACKTOP ROAD
 MA0528'JUNCTION THENCE 1.4 MILE SOUTH EAST ON BLACKTOP ROAD TO Y
 MA0528'BLACKTOP ROAD JUNCTION WITH GRAVEL ROAD THENCE 1.35 MILE EAST ON
 MA0528'BLACKTOP ROAD TO A GRAVEL ROAD CROSSING THENCE 0.6 MILE NORTH
 MA0528'ON GRAVEL ROAD.
 MA0528
 MA0528                          STATION RECOVERY (1969)
 MA0528
 MA0528'RECOVERY NOTE BY PA DEPT OF HIGHWAYS 1969 (DBH)
 MA0528'DRESS 1959 GOOD
 MA0528'DRESS AZIMUTH 1959
 MA0528'POOR -- AZI. COMPLETELY TORN OUT OF GROUND.
 MA0528'RM NO. 1
 MA0528'GOOD
 MA0528'RM NO. 2 GOOD
 MA0528'
 MA0528'AZIMUTH MARK IS LYING NEAR ITS PREVIOUS LOCATION.  NO HOLE WAS
 MA0528'FOUND NEAR AZIMUTH MARK.
 MA0528
 MA0528                          STATION RECOVERY (1972)
 MA0528
 MA0528'RECOVERY NOTE BY PA DEPT OF TRANSP 1972
 MA0528'DRESS 1959 GOOD
 MA0528'DRESS NO 1 1959
 MA0528'GOOD
 MA0528'DRESS NO 2 1959
 MA0528'GOOD
 MA0528'DRESS 1959 AZIMUTH MARK -
 MA0528'DESTROYED
 MA0528'
 MA0528'DUE TO BRIDGE CONSTRUCTION OVER I-80 AZIMUTH MARK WAS DESTROYED.
 MA0528
 MA0528                          STATION RECOVERY (1975)
 MA0528
 MA0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MA0528'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND
 MA0528'IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED AND THERE
 MA0528'IS NO SUITABLE LOCATION TO SET A NEW ONE AT THIS DATE.
 MA0528'
 MA0528'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES EAST
 MA0528'OF DUBOIS.
 MA0528
 MA0528                          STATION RECOVERY (1975)
 MA0528
 MA0528'RECOVERY NOTE BY PA DEPT OF TRANSP 1975 (EEB)
 MA0528'DRESS 1959 RECOVERED GOOD.
 MA0528'
 MA0528'DRESS NO 1 1959 RECOVERED GOOD.
 MA0528'
 MA0528'DRESS NO 2 1959 RECOVERED GOOD.
 MA0528'
 MA0528'DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES EAST OF
 MA0528'DUBOIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0526 ***********************************************************************
 MA0526  DESIGNATION -  DRESS AZ MK
 MA0526  PID         -  MA0526
 MA0526  STATE/COUNTY-  PA/CLEARFIELD
 MA0526  USGS QUAD   -  LUTHERSBURG (1986)
 MA0526
 MA0526                         *CURRENT SURVEY CONTROL
 MA0526  ___________________________________________________________________
 MA0526* NAD 83(1986)-  41 07 25.     (N)    078 39 11.     (W)     SCALED    
 MA0526* NAVD 88     -       531.196  (meters)    1742.77   (feet)  ADJUSTED  
 MA0526  ___________________________________________________________________
 MA0526  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 MA0526  DYNAMIC HT  -         530.940 (meters)    1741.93  (feet)  COMP
 MA0526  MODELED GRAV-     980,124.1   (mgal)                       NAVD 88
 MA0526
 MA0526  VERT ORDER  -  SECOND    CLASS 0
 MA0526
 MA0526.The horizontal coordinates were scaled from a topographic map and have
 MA0526.an estimated accuracy of +/- 6 seconds.
 MA0526
 MA0526.The orthometric height was determined by differential leveling
 MA0526.and adjusted by the National Geodetic Survey in June 1991..
 MA0526
 MA0526.The geoid height was determined by GEOID03.
 MA0526
 MA0526.The dynamic height is computed by dividing the NAVD 88
 MA0526.geopotential number by the normal gravity value computed on the
 MA0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0526.degrees latitude (g = 980.6199 gals.).
 MA0526
 MA0526.The modeled gravity was interpolated from observed gravity values.
 MA0526
 MA0526;                    North         East    Units  Estimated Accuracy
 MA0526;SPC PA N     -   106,670.      524,170.      MT  (+/- 180 meters Scaled)
 MA0526
 MA0526                          SUPERSEDED SURVEY CONTROL
 MA0526
 MA0526  NGVD 29 (??/??/92)  531.326  (m)         1743.19   (f) ADJ UNCH    2 0
 MA0526
 MA0526.Superseded values are not recommended for survey control.
 MA0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0526.See file dsdata.txt to determine how the superseded data were derived.
 MA0526
 MA0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF970551(NAD 83)
 MA0526_MARKER: DZ = AZIMUTH MARK DISK
 MA0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0526_STAMPING: DRESS AZI 1959
 MA0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0526+STABILITY: SURFACE MOTION
 MA0526
 MA0526  HISTORY     - Date     Condition        Report By
 MA0526  HISTORY     - 1959     MONUMENTED       CGS
 MA0526
 MA0526                          STATION DESCRIPTION
 MA0526
 MA0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA0526'7 MI SE FROM DU BOIS.
 MA0526'0.35 MILE NORTH EAST ALONG STATE HY. 219 FROM THE HIGH SCHOOL
 MA0526'IN DU BOIS THENCE 4.25 MILE SOUTH EAST ON STATE HY. 255 TO A
 MA0526'BLACKTOP ROAD CROSSING THENCE 0.3 MILE SOUTH ON BLACKTOP ROAD
 MA0526'TO A Y JUNCTION OF BLACKTOP AND GRAVEL ROADS THENCE 2.1 MILE
 MA0526'SOUTH ON GRAVEL ROAD, (AT A Y GRAVEL ROAD JUNCTION), 55 FEET NORTH
 MA0526'OF THE JUNCTION CENTERLINE, 3 FEET NORTH OF A TELEPHONE POLE,
 MA0526'2 FEET SOUTH OF WITNESS POST, 43 FEET EAST OF POWER LINE POLE,
 MA0526'13 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 7408, 2 1/2 FEET ABOVE
 MA0526'ROAD 7408, ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0527 ***********************************************************************
 MA0527  DESIGNATION -  DRESS RM 1
 MA0527  PID         -  MA0527
 MA0527  STATE/COUNTY-  PA/CLEARFIELD
 MA0527  USGS QUAD   -  LUTHERSBURG (1986)
 MA0527
 MA0527                         *CURRENT SURVEY CONTROL
 MA0527  ___________________________________________________________________
 MA0527* NAD 83(1986)-  41 07 09.     (N)    078 39 11.     (W)     SCALED    
 MA0527* NAVD 88     -       544.646  (meters)    1786.89   (feet)  ADJUSTED  
 MA0527  ___________________________________________________________________
 MA0527  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 MA0527  DYNAMIC HT  -         544.383 (meters)    1786.03  (feet)  COMP
 MA0527  MODELED GRAV-     980,122.8   (mgal)                       NAVD 88
 MA0527
 MA0527  VERT ORDER  -  SECOND    CLASS 0
 MA0527
 MA0527.The horizontal coordinates were scaled from a topographic map and have
 MA0527.an estimated accuracy of +/- 6 seconds.
 MA0527
 MA0527.The orthometric height was determined by differential leveling
 MA0527.and adjusted by the National Geodetic Survey in June 1991..
 MA0527
 MA0527.The geoid height was determined by GEOID03.
 MA0527
 MA0527.The dynamic height is computed by dividing the NAVD 88
 MA0527.geopotential number by the normal gravity value computed on the
 MA0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0527.degrees latitude (g = 980.6199 gals.).
 MA0527
 MA0527.The modeled gravity was interpolated from observed gravity values.
 MA0527
 MA0527;                    North         East    Units  Estimated Accuracy
 MA0527;SPC PA N     -   106,170.      524,160.      MT  (+/- 180 meters Scaled)
 MA0527
 MA0527                          SUPERSEDED SURVEY CONTROL
 MA0527
 MA0527  NGVD 29 (??/??/92)  544.776  (m)         1787.32   (f) ADJ UNCH    2 0
 MA0527
 MA0527.Superseded values are not recommended for survey control.
 MA0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0527.See file dsdata.txt to determine how the superseded data were derived.
 MA0527
 MA0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF970546(NAD 83)
 MA0527_MARKER: DR = REFERENCE MARK DISK
 MA0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0527_STAMPING: DRESS NO 1 1959
 MA0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0527+STABILITY: SURFACE MOTION
 MA0527
 MA0527  HISTORY     - Date     Condition        Report By
 MA0527  HISTORY     - 1959     MONUMENTED       CGS
 MA0527
 MA0527                          STATION DESCRIPTION
 MA0527
 MA0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA0527'7.3 MI SE FROM DU BOIS.
 MA0527'0.35 MILE NORTH EAST ALONG STATE HY. 219 FROM THE HIGH SCHOOL
 MA0527'IN DU BOIS THENCE 4.25 MILE SOUTH EAST ON STATE HY. 255 TO A
 MA0527'BLACKTOP ROAD JUNCTION THENCE 0.3 MILE SOUTH ON BLACKTOP ROAD
 MA0527'TO Y JUNCTION OF BLACKTOP AND GRAVEL ROADS THENCE 2.1 MILE SOUTH
 MA0527'ON GRAVEL ROAD TO A Y JUNCTION OF GRAVEL ROADS THENCE 0.3 MILE
 MA0527'SOUTH ON GRAVEL ROAD, IN THE CENTER OF TRIANGLE FOR FIELD ROAD,
 MA0527'ALSO-- ABOUT 2.7 MILE SOUTH EAST ALONG STATE HY. 410 FROM THE
 MA0527'POST OFFICE IN DU BOIS TO JUNCTION OF BLACKTOP ROAD EASTERLY
 MA0527'THENCE 1.1 MILE EASTERLY ON BLACKTOP ROAD TO Y BLACKTOP ROAD
 MA0527'JUNCTION THENCE 1.4 MILE SOUTH EAST ON BLACKTOP ROAD TO Y
 MA0527'BLACKTOP ROAD JUNCTION WITH GRAVEL ROAD THENCE 1.35 MILE EAST
 MA0527'ON BLACKTOP ROAD TO A GRAVEL ROAD CROSSING THENCE 0.6 MILE NORTH
 MA0527'ON GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0529 ***********************************************************************
 MA0529  DESIGNATION -  DRESS RM 2
 MA0529  PID         -  MA0529
 MA0529  STATE/COUNTY-  PA/CLEARFIELD
 MA0529  USGS QUAD   -  LUTHERSBURG (1986)
 MA0529
 MA0529                         *CURRENT SURVEY CONTROL
 MA0529  ___________________________________________________________________
 MA0529* NAD 83(1986)-  41 07 09.     (N)    078 39 11.     (W)     SCALED    
 MA0529* NAVD 88     -       545.937  (meters)    1791.13   (feet)  ADJUSTED  
 MA0529  ___________________________________________________________________
 MA0529  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 MA0529  DYNAMIC HT  -         545.673 (meters)    1790.26  (feet)  COMP
 MA0529  MODELED GRAV-     980,122.8   (mgal)                       NAVD 88
 MA0529
 MA0529  VERT ORDER  -  SECOND    CLASS 0
 MA0529
 MA0529.The horizontal coordinates were scaled from a topographic map and have
 MA0529.an estimated accuracy of +/- 6 seconds.
 MA0529
 MA0529.The orthometric height was determined by differential leveling
 MA0529.and adjusted by the National Geodetic Survey in June 1991..
 MA0529
 MA0529.The geoid height was determined by GEOID03.
 MA0529
 MA0529.The dynamic height is computed by dividing the NAVD 88
 MA0529.geopotential number by the normal gravity value computed on the
 MA0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0529.degrees latitude (g = 980.6199 gals.).
 MA0529
 MA0529.The modeled gravity was interpolated from observed gravity values.
 MA0529
 MA0529;                    North         East    Units  Estimated Accuracy
 MA0529;SPC PA N     -   106,170.      524,160.      MT  (+/- 180 meters Scaled)
 MA0529
 MA0529                          SUPERSEDED SURVEY CONTROL
 MA0529
 MA0529  NGVD 29 (??/??/92)  546.067  (m)         1791.55   (f) ADJ UNCH    2 0
 MA0529
 MA0529.Superseded values are not recommended for survey control.
 MA0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0529.See file dsdata.txt to determine how the superseded data were derived.
 MA0529
 MA0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF970546(NAD 83)
 MA0529_MARKER: DR = REFERENCE MARK DISK
 MA0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0529_STAMPING: DRESS NO 2 1959
 MA0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0529+STABILITY: SURFACE MOTION
 MA0529
 MA0529  HISTORY     - Date     Condition        Report By
 MA0529  HISTORY     - 1959     MONUMENTED       CGS
 MA0529
 MA0529                          STATION DESCRIPTION
 MA0529
 MA0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA0529'7.3 MI SE FROM DU BOIS.
 MA0529'0.35 MILE NORTH EAST ALONG STATE HY. 219 FROM THE HIGH SCHOOL
 MA0529'IN DU BOIS THENCE 4.25 MILE SOUTH EAST ON STATE HY. 255 TO A
 MA0529'BLACKTOP ROAD JUNCTION THENCE 0.3 MILE SOUTH ON BLACKTOP ROAD
 MA0529'TO Y JUNCTION OF BLACKTOP AND GRAVEL ROAD THENCE 2.1 MILE SOUTH
 MA0529'ON GRAVEL ROAD TO A Y JUNCTION OF GRAVEL ROADS THENCE 0.3 MILE
 MA0529'SOUTH ON GRAVEL ROAD, IN THE CENTER OF TRIANGLE FOR FIELD
 MA0529'ROAD-- ALSO-- ABOUT 2.7 MILE SOUTH EAST ALONG STATE HY. 410 FROM
 MA0529'THE POST OFFICE IN DU BOIS TO JUNCTION OF BLACKTOP ROAD EASTERLY
 MA0529'THENCE 1.1 MILE EASTERLY ON BLACKTOP ROAD TO Y JUNCTION OF
 MA0529'BLACKTOP ROAD THENCE 1.4 MILE SOUTH EAST ON BLACKTOP ROAD TO
 MA0529'Y BLACKTOP ROAD JUNCTION WITH GRAVEL ROAD THENCE 1.35 MILE EAST
 MA0529'ON BLACKTOP ROAD TO A GRAVEL ROAD CROSSING THENCE 0.6 MILE
 MA0529'NORTH ON GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5770 ***********************************************************************
 KV5770  DESIGNATION -  DREXEL
 KV5770  PID         -  KV5770
 KV5770  STATE/COUNTY-  PA/BUCKS
 KV5770  USGS QUAD   -  BEVERLY (1973)
 KV5770
 KV5770                         *CURRENT SURVEY CONTROL
 KV5770  ___________________________________________________________________
 KV5770* NAD 83(1992)-  40 03 48.72914(N)    074 57 00.49736(W)     ADJUSTED  
 KV5770* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5770  ___________________________________________________________________
 KV5770  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 KV5770  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KV5770
 KV5770  HORZ ORDER  -  SECOND
 KV5770
 KV5770.The horizontal coordinates were established by classical geodetic methods
 KV5770.and adjusted by the National Geodetic Survey in June 2002..
 KV5770
 KV5770.The orthometric height was scaled from a topographic map.
 KV5770
 KV5770.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5770
 KV5770.The geoid height was determined by GEOID03.
 KV5770
 KV5770;                    North         East     Units Scale Factor Converg.
 KV5770;SPC PA S     -    84,863.961   838,824.992   MT  0.99998219   +1 48 59.5
 KV5770;SPC PA S     -   278,424.51  2,752,044.99   sFT  0.99998219   +1 48 59.5
 KV5770;SPC NJ       -   136,665.512   111,600.388   MT  0.99991815   -0 17 23.0
 KV5770;SPC NJ       -   448,376.77    366,142.27   sFT  0.99991815   -0 17 23.0
 KV5770;UTM  18      - 4,434,810.309   504,252.245   MT  0.99960022   +0 01 55.5
 KV5770
 KV5770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5770!SPC PA S     -   1.00000506  x   0.99998219  =   0.99998725
 KV5770!SPC NJ       -   1.00000506  x   0.99991815  =   0.99992321
 KV5770!UTM  18      -   1.00000506  x   0.99960022  =   0.99960528
 KV5770
 KV5770|---------------------------------------------------------------------|
 KV5770| PID    Reference Object                     Distance      Geod. Az  |
 KV5770|                                                           dddmmss.s |
 KV5770| CB5846 DREXEL RM 3                          17.572 METERS 06045     |
 KV5770| CB5847 DREXEL RM 4                           9.118 METERS 18631     |
 KV5770| KV5731 STATION 95 A USE 1935                44.663 METERS 22035     |
 KV5770| KV5734 ANDALUSIA 2                         APPROX. 0.5 KM 2444304.7 |
 KV5770|---------------------------------------------------------------------|
 KV5770
 KV5770                          SUPERSEDED SURVEY CONTROL
 KV5770
 KV5770  NAD 83(1996)-  40 03 48.72912(N)    074 57 00.49735(W) AD(       ) 2
 KV5770  NAD 83(1986)-  40 03 48.72765(N)    074 57 00.49886(W) AD(       ) 2
 KV5770  NAD 27      -  40 03 48.32700(N)    074 57 01.89200(W) AD(       ) 2
 KV5770
 KV5770.Superseded values are not recommended for survey control.
 KV5770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5770.See file dsdata.txt to determine how the superseded data were derived.
 KV5770
 KV5770_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0425234810(NAD 83)
 KV5770
 KV5770  HISTORY     - Date     Condition        Report By
 KV5770  HISTORY     - 1911     MONUMENTED       CGS
 KV5770  HISTORY     - 1935     GOOD             CGS
 KV5770  HISTORY     - 1947     GOOD             CGS
 KV5770
 KV5770                          STATION DESCRIPTION
 KV5770
 KV5770'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5770'STATION IS IN ANDALUSIA, DREXEL ESTATE, 47.71 METERS NE OF FIRST BEND
 KV5770'IN RIVER WALL NE OF STEPS, 33.59 METERS SW OF SECOND BEND NE OF
 KV5770'STEPS, 5.55 METERS NW OF OUTER EDGE RIVER WALL, 12.14 METERS NE OF
 KV5770'NAIL TRIANGLE IN TOP OF A 3-FOOT STUMP, 5.00 METERS W FROM NEAR
 KV5770'SIDE OF A 4-FOOT TREE, 11.57 METERS W FROM NEAR SIDE OF A 4-FOOT
 KV5770'HOLLOW TREE.
 KV5770'
 KV5770'STATION, NOTES 6B AND 10A, IS 3 INCHES UNDERGROUND.  OLD REFERENCE
 KV5770'MARKS NOT FOUND.  NEW REFERENCE MARKS NO. 3 AND 4, STANDARD
 KV5770'TABLETS, WERE SET IN TOP OF RIVER WALL.
 KV5770'
 KV5770'MAIN SCHEME STATION.  ELEVATION INSTRUMENT AND SIGNAL, 1.5 METERS.
 KV5770
 KV5770                          STATION RECOVERY (1947)
 KV5770
 KV5770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5770'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5770'ADEQUATE EXCEPT FOR THE FOLLOWING CHANGES-
 KV5770'
 KV5770'1. CHANGE DREXEL ESTATE TO S OF PEN RYN SCHOOL ON CHARLES BIDDLES
 KV5770'PROPERTY.
 KV5770'
 KV5770'2. DELETE 12.14 METERS NE OF NAIL TRIANGLE IN TOP OF A 3-FOOT STUMP.
 KV5770'
 KV5770'3. DELETE HOLLOW PRECEDING TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2814 ***********************************************************************
 KW2814  DESIGNATION -  DROMGOLD
 KW2814  PID         -  KW2814
 KW2814  STATE/COUNTY-  PA/PERRY
 KW2814  USGS QUAD   -  SHERMANS DALE (1984)
 KW2814
 KW2814                         *CURRENT SURVEY CONTROL
 KW2814  ___________________________________________________________________
 KW2814* NAD 83(1992)-  40 22 25.47302(N)    077 10 38.69483(W)     ADJUSTED  
 KW2814* NAVD 88     -       313.     (meters)    1027.     (feet)  SCALED    
 KW2814  ___________________________________________________________________
 KW2814  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 KW2814  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KW2814
 KW2814  HORZ ORDER  -  SECOND
 KW2814
 KW2814.The horizontal coordinates were established by classical geodetic methods
 KW2814.and adjusted by the National Geodetic Survey in June 2002..
 KW2814
 KW2814.The orthometric height was scaled from a topographic map.
 KW2814
 KW2814.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2814
 KW2814.The geoid height was determined by GEOID03.
 KW2814
 KW2814;                    North         East     Units Scale Factor Converg.
 KW2814;SPC PA S     -   115,679.285   648,625.340   MT  0.99996040   +0 22 17.4
 KW2814;SPC PA S     -   379,524.45  2,128,031.64   sFT  0.99996040   +0 22 17.4
 KW2814;UTM  18      - 4,471,516.215   315,146.520   MT  1.00002064   -1 24 39.1
 KW2814
 KW2814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2814!SPC PA S     -   0.99995626  x   0.99996040  =   0.99991666
 KW2814!UTM  18      -   0.99995626  x   1.00002064  =   0.99997690
 KW2814
 KW2814|---------------------------------------------------------------------|
 KW2814| PID    Reference Object                     Distance      Geod. Az  |
 KW2814|                                                           dddmmss.s |
 KW2814| CJ9694 DROMGOLD RM 2                        14.512 METERS 08036     |
 KW2814| CJ9692 DROMGOLD AZ MK                                     1583120.9 |
 KW2814| CJ9693 DROMGOLD RM 1                        14.193 METERS 18636     |
 KW2814|---------------------------------------------------------------------|
 KW2814
 KW2814                          SUPERSEDED SURVEY CONTROL
 KW2814
 KW2814  NAD 83(1986)-  40 22 25.47102(N)    077 10 38.69722(W) AD(       ) 2
 KW2814  NAD 27      -  40 22 25.16500(N)    077 10 39.76200(W) AD(       ) 2
 KW2814
 KW2814.Superseded values are not recommended for survey control.
 KW2814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2814.See file dsdata.txt to determine how the superseded data were derived.
 KW2814
 KW2814_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK1514771516(NAD 83)
 KW2814_MARKER: DS = TRIANGULATION STATION DISK
 KW2814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2814
 KW2814  HISTORY     - Date     Condition        Report By
 KW2814  HISTORY     - 1942     MONUMENTED       CGS
 KW2814  HISTORY     - 1952     GOOD             AMS
 KW2814
 KW2814                          STATION DESCRIPTION
 KW2814
 KW2814'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW2814'STATION IS ABOUT 3-1/4 MILES S OF NEW BLOOMFIELD, 8 MILES W OF
 KW2814'DUNCANNON, ON THE TOP OF RATTLESNAKE RIDGE, WHICH HAS TIMBER ON
 KW2814'THE TOP AND FIELDS ON ITS SIDES.  ON LAND OWNED AND OCCUPIED BY MR.
 KW2814'S.C. RAMBO.  THE STATION IS ON TOP OF THE HILL IN A SMALL CLEARED
 KW2814'SPOT IN THE WOODS, 55 FEET NE OF CULTIVATED FIELD, 35 FEET SW OF
 KW2814'7-INCH RED MAPLE.  THE MARK PROJECTS 7 INCHES.
 KW2814'
 KW2814'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KW2814'BRONZE DISKS SET IN CONCRETE.
 KW2814'
 KW2814'REFERENCE MARK NO. 1 IS S OF STATION, 20 FEET NW OF CULTIVATED FIELD,
 KW2814'AND IS IN THE WOODS.  THE MARK PROJECTS 4 INCHES.
 KW2814'
 KW2814'REFERENCE MARK NO. 2 IS NE OF STATION AND 4 FEET N OF 8-INCH BLACK
 KW2814'OAK.  THE MARK PROJECTS 6 INCHES.
 KW2814'
 KW2814'ALL REFERENCE MARKS ARE STAMPED WITH THEIR RESPECTIVE NUMBERS AND THE
 KW2814'NAME AND DATE OF STATION.
 KW2814'
 KW2814'THE AZIMUTH MARK IS 1.2 MILES E OF STATION AND IS REACHED BY GOING
 KW2814'1.0 MILE E FROM FARM ENTRANCE AT STATION TO CROSSROADS,
 KW2814'THEN CONTINUE STRAIGHT AHEAD E FOR 0.2 MILE TO Y IN ROAD AND AZIMUTH
 KW2814'MARK ON N SIDE OF ROAD JUST BEFORE REACHING Y.  THE MARK IS 16
 KW2814'FEET N OF THE CENTER LINE OF THE ROAD AND 35 FEET NW OF CENTER OF Y.
 KW2814'THE MARK PROJECTS 6 INCHES.
 KW2814'
 KW2814'REACHED FROM CARLISLE, PENNSYLVANIA BY GOING N ON STATE HIGHWAY 34
 KW2814'FOR 12.9 MILES TO DROMGOLD, THEN CONTINUE ON STATE HIGHWAY 34 FOR
 KW2814'1.55 MILES TO CROSSROADS AT A STORE AND GAS PUMP (THIS IS 6.0 MILES
 KW2814'FROM NEW BLOOMFIELD ALONG STATE HIGHWAY 34) THEN TURN LEFT AND
 KW2814'GO NW ON GRAVEL ROAD UPHILL FOR 1.0 MILE TO A DIRT FARM ROAD GOING
 KW2814'LEFT JUST BEFORE ARRIVING AT MR. RAMBOS BARN, THEN TURN LEFT ON
 KW2814'THIS FARM ROAD FOR ABOUT 30 YARDS, THEN KEEP LEFT OF ROAD AND FOLLOW
 KW2814'TRACKS UP THROUGH ORCHARD FOR 0.05 MILE TO ROAD ENTERING WOODS AT
 KW2814'RIGHT, KEEP RIGHT AND FOLLOW DIM WOODS ROAD FOR 0.2 MILE TO
 KW2814'STATION.
 KW2814'
 KW2814'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 KW2814
 KW2814                          STATION RECOVERY (1952)
 KW2814
 KW2814'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 KW2814'THE STATION, A STANDARD USC AND GS BRONZE TRIANGULATION DISC, SET IN
 KW2814'THE TOP OF A 1 FOOT SQUARE CONCRETE POST, PROJECTING 4
 KW2814'INCHES, WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS AND
 KW2814'CHANGES TO THE ACCESS ROUTE.
 KW2814'
 KW2814'THE STATION IS 241 FEET NORTHEAST OF NORTHWEST CORNER OF HAY FIELD-
 KW2814'60.2 FEET NORTHWEST OF AND PERPENDICULAR TO SW-NE FIELD LINE.
 KW2814'
 KW2814'THE CLEARING IN WOODS MENTIONED IN THE ORIGINAL DESCRIPTION HAS BEEN
 KW2814'OVERGROWN WITH BRUSH.
 KW2814'
 KW2814'TO REACH FROM MR. RAMBOS BARN, CONTINUE THRU HAY FIELD TO TOP OF
 KW2814'HILL, 241 FEET NORTHEAST OF END OF FIELD, TURN HARD RIGHT FOR 60
 KW2814'FEET INTO WOODS TO MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0253 ***********************************************************************
 LZ0253  DESIGNATION -  DRUMS
 LZ0253  PID         -  LZ0253
 LZ0253  STATE/COUNTY-  PA/LUZERNE
 LZ0253  USGS QUAD   -  SYBERTSVILLE (1989)
 LZ0253
 LZ0253                         *CURRENT SURVEY CONTROL
 LZ0253  ___________________________________________________________________
 LZ0253* NAD 83(1992)-  41 00 40.50816(N)    076 00 58.07124(W)     ADJUSTED  
 LZ0253* NAVD 88     -       345.687  (meters)    1134.14   (feet)  ADJUSTED  
 LZ0253  ___________________________________________________________________
 LZ0253  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 LZ0253  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LZ0253  DYNAMIC HT  -         345.527 (meters)    1133.62  (feet)  COMP
 LZ0253  MODELED GRAV-     980,151.4   (mgal)                       NAVD 88
 LZ0253
 LZ0253  HORZ ORDER  -  SECOND
 LZ0253  VERT ORDER  -  SECOND    CLASS 0
 LZ0253
 LZ0253.The horizontal coordinates were established by classical geodetic methods
 LZ0253.and adjusted by the National Geodetic Survey in June 2002..
 LZ0253
 LZ0253.The orthometric height was determined by differential leveling
 LZ0253.and adjusted by the National Geodetic Survey in June 1991..
 LZ0253
 LZ0253.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ0253
 LZ0253.The geoid height was determined by GEOID03.
 LZ0253
 LZ0253.The dynamic height is computed by dividing the NAVD 88
 LZ0253.geopotential number by the normal gravity value computed on the
 LZ0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0253.degrees latitude (g = 980.6199 gals.).
 LZ0253
 LZ0253.The modeled gravity was interpolated from observed gravity values.
 LZ0253
 LZ0253;                    North         East     Units Scale Factor Converg.
 LZ0253;SPC PA N     -    95,254.225   745,842.192   MT  0.99998182   +1 08 49.3
 LZ0253;SPC PA N     -   312,513.24  2,446,983.92   sFT  0.99998182   +1 08 49.3
 LZ0253;UTM  18      - 4,540,503.388   414,555.740   MT  0.99968985   -0 40 00.6
 LZ0253
 LZ0253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ0253!SPC PA N     -   0.99995088  x   0.99998182  =   0.99993270
 LZ0253!UTM  18      -   0.99995088  x   0.99968985  =   0.99964074
 LZ0253
 LZ0253|---------------------------------------------------------------------|
 LZ0253| PID    Reference Object                     Distance      Geod. Az  |
 LZ0253|                                                           dddmmss.s |
 LZ0253| LZ0251 DRUMS RM 1                            9.010 METERS 07908     |
 LZ0253| CB4042 DRUMS RM 3                            9.757 METERS 25646     |
 LZ0253| LZ0252 DRUMS RM 2                            8.278 METERS 26954     |
 LZ0253| LZ0141 BUTLER                              APPROX. 2.8 KM 3511108.1 |
 LZ0253|---------------------------------------------------------------------|
 LZ0253
 LZ0253                          SUPERSEDED SURVEY CONTROL
 LZ0253
 LZ0253  NAD 83(1986)-  41 00 40.50856(N)    076 00 58.07281(W) AD(       ) 2
 LZ0253  NAD 27      -  41 00 40.20970(N)    076 00 59.33780(W) AD(       ) 2
 LZ0253  NGVD 29 (??/??/92)  345.885  (m)         1134.79   (f) ADJ UNCH    2 0
 LZ0253
 LZ0253.Superseded values are not recommended for survey control.
 LZ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0253.See file dsdata.txt to determine how the superseded data were derived.
 LZ0253
 LZ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL1455640503(NAD 83)
 LZ0253_MARKER: DS = TRIANGULATION STATION DISK
 LZ0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0253_STAMPING: STATION DRUM 1959
 LZ0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0253+STABILITY: SURFACE MOTION
 LZ0253
 LZ0253  HISTORY     - Date     Condition        Report By
 LZ0253  HISTORY     - 1959     MONUMENTED       CGS
 LZ0253  HISTORY     - 1959     GOOD             CGS
 LZ0253  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LZ0253  HISTORY     - 1965     GOOD             NGS
 LZ0253  HISTORY     - 1970     SEE DESCRIPTION  NGS
 LZ0253
 LZ0253                          STATION DESCRIPTION
 LZ0253
 LZ0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LZ0253'STATION IS LOCATED ON ROAD RIGHT-OF-WAY, IN A WIDE VALLEY WHICH IS
 LZ0253'JUST SOUTH OF NESCOPECK MOUNTAIN, ABOUT 4-1/2 MILES NORTH-NORTHWEST
 LZ0253'OF THE CENTER OF HAZELTON, 3 MILES NORTHEAST OF CONYNGHAM, AT THE
 LZ0253'WEST EDGE OF THE SMALL COMMUNITY OF DRUMS.
 LZ0253'
 LZ0253'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 309 AND STATE
 LZ0253'HIGHWAY 29 IN HAZELTON.  GO NORTH ON HIGHWAY 309 FOR 4.5 MILES TO A
 LZ0253'DRIVEIN THEATER ON THE RIGHT, CONTINUE NORTH ON HIGHWAY 309 FOR 0.7
 LZ0253'MILE TO THE VALLEY HOTEL ON THE RIGHT AND A SIDE ROAD LEFT.
 LZ0253'TURN LEFT AND GO WEST ON A COUNTY ROAD (MACADAM) FOR 1.8 MILES TO A
 LZ0253'CROSSROAD, A TEXACO SERVICE STATION ON THE RIGHT, CONTINUE WEST
 LZ0253'ON THE COUNTY ROAD FOR 0.65 MILE TO CROSSROAD, BEAR RIGHT AND GO
 LZ0253'NORTHWEST FOR 0.15 MILE TO A LARGE BARN ON THE RIGHT, BEAR LEFT AND
 LZ0253'GO NORTH FOR 0.25 MILE TO THE STATION ON THE LEFT.
 LZ0253'
 LZ0253'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF SQUARE CONCRETE
 LZ0253'MONUMENTS.
 LZ0253'
 LZ0253'STATION MARK IS STAMPED DRUMS 1959 AND IS SET 14 INCHES BELOW THE
 LZ0253'GROUND SURFACE.  IT IS ABOUT 21 FEET SOUTH OF THE CENTER OF THE
 LZ0253'COUNTY ROAD.
 LZ0253'
 LZ0253'REFERENCE MARK 1 IS STAMPED DRUMS NO 1 1959 AND IS SET ABOUT 1 INCH
 LZ0253'BELOW THE GROUND SURFACE.  IT IS ABOUT 18 FEET SOUTH OF THE ROAD.
 LZ0253'
 LZ0253'REFERENCE MARK 2 IS STAMPED DRUMS NO 2 1959 AND IS SET ABOUT 1 INCH
 LZ0253'BELOW THE GROUND SURFACE.  IT IS ABOUT 18 FEET SOUTH OF THE
 LZ0253'ROAD.
 LZ0253'
 LZ0253'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LZ0253
 LZ0253                          STATION RECOVERY (1959)
 LZ0253
 LZ0253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LZ0253'1.4 MI S FROM ST JOHNS.
 LZ0253'ABOUT 1.10 MILE SOUTH ALONG BLACKTOP ROAD FROM THE ST. JOHNS
 LZ0253'LUTHERAN CHURCH IN ST. JOHNS TO A T ROAD JUNCTION THENCE 0.30
 LZ0253'MILE WEST ON BLACKTOP ROAD, ABOUT 2 FEET BELOW THE LEVEL OF THE
 LZ0253'GROUND, ABOUT LEVEL WITH THE ROAD, ON THE EDGE OF A FIELD, 21
 LZ0253'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 29.56 FEET EAST OF RM
 LZ0253'1, 27 FEET EAST OF RM 2, ALSO 0.10 MILE EAST OF JUNCTION OF A
 LZ0253'GRAVEL ROAD (NORTH WEST) AND A BLACK TOP ROAD, 0.15 MILE EAST OF
 LZ0253'A BARN.  ADDITIONAL REPORT-- THE MARK IS 83.1 FEET NORTH OF THE
 LZ0253'NORTHWEST CORNER OF A BRICK CHIMNEY OF A HOUSE ON THE PROPERTY
 LZ0253'OF ROBERT W. REED JR. AND 32.3 FEET WEST OF A UTILITY POLE P.P.
 LZ0253'AND L. CO 21234-H DZ 5.
 LZ0253
 LZ0253                          STATION RECOVERY (1965)
 LZ0253
 LZ0253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EP)
 LZ0253'THE STATION WAS RECOVERED FROM THE DESCRIPTION.
 LZ0253'
 LZ0253'R.M. NO. 1 WAS ALSO RECOVERED AND FOUND TO BE 29.56 FT. E. OF
 LZ0253'THE STATION NOT 27.16 FT AS REPORTED ON THE ORIGINAL DESCRIPTION.  RM
 LZ0253'NO 2 WAS NOT RECOVERED.  THE STATION WAS RECOVERED IN GOOD CONDITION.
 LZ0253'
 LZ0253'THE EXISTING DESCRIPTION SHOULD BE SUPPLEMENTED AS FOLLOWS- THE STA.
 LZ0253'IS 83.1 FT N OF THE NW CORNER OF A BRICK CHIMNEY OF A HOUSE ON THE
 LZ0253'PROPERTY OF ROBERT W. REED, JR. AND 32.3 FT W. OF UTILITY POLE- P.P.
 LZ0253'AND L. CO. 21234-H DZ 5.
 LZ0253
 LZ0253                          STATION RECOVERY (1965)
 LZ0253
 LZ0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LZ0253'RECOVERED IN GOOD CONDITION.
 LZ0253
 LZ0253                          STATION RECOVERY (1970)
 LZ0253
 LZ0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LZ0253'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND TO BE
 LZ0253'IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS NOT RECOVERED AND
 LZ0253'MAY BE PRESUMED LOST WHEN THE TOP SOIL WAS REMOVED FROM THE GROUND
 LZ0253'AREA.
 LZ0253'
 LZ0253'IT WAS DISCOVERED AND PROVEN, THAT THE DISTANCES FROM THE STATION TO
 LZ0253'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE RECORDED IN
 LZ0253'REVERSE ON THE ORIGINAL DESCRIPTION.  A NEW REFERENCE MARK NO. 3 WAS
 LZ0253'ESTABLISHED.
 LZ0253'
 LZ0253'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION- THE STATION IS LOCATED
 LZ0253'IN A WIDE VALLEY WHICH IS JUST SOUTH OF NESCOPECK MOUNTAIN, ABOUT
 LZ0253'4.5 MILES NORTH-NORTHWEST OF THE CENTER OF HAZELTON, 3 MILES
 LZ0253'NORTHEAST OF CONYNGHAM, AND AT THE WEST EDGE OF THE SMALL
 LZ0253'COMMUNITY OF DRUMS.  IT IS LOCATED ON A COUNTY ROAD RIGHT-OF-WAY AND
 LZ0253'IN THE FRONT OF MR. ROBERT W. REED JR.S HOUSE.
 LZ0253'
 LZ0253'STATION IS 83 FEET NORTH OF THE NORTHWEST CORNER OF A BRICK CHIMNEY
 LZ0253'LOCATED ON THE EAST OF MR. ROBERT W. REEDS HOUSE, 32.3 FEET EAST
 LZ0253'OF UTILITY POLE P.P. AND L. CO 21234-H D25, 21 FEET SOUTH OF THE
 LZ0253'CENTERLINE OF COUNTY ROAD, 15 FEET EAST OF CENTERLINE OF DRIVEWAY,
 LZ0253'AND 4.5 FEET SOUTH OF MAILBOX POST.  THE MARK IS DESCRIBED BY NOTES
 LZ0253'1A, 7A, AND IS ABOUT 12-INCHES BELOW THE SURFACE OF THE GROUND.
 LZ0253'THE DISK IS STAMPED DRUMS 1959.
 LZ0253'
 LZ0253'REFERENCE MARK NO. 1 IS LOCATED ON A SMALL MOUND IN THE LAWN OF MR.
 LZ0253'ROBERT W. REEDS, IT IS 44.5 FEET EAST OF CENTERLINE OF DRIVEWAY AND
 LZ0253'18 FEET SOUTH OF CENTERLINE OF COUNTY ROAD.  THE MARK IS DESCRIBED BY
 LZ0253'NOTE 11A, SET FLUSH WITH GROUND SURFACE AND THE DISK IS STAMPED
 LZ0253'DRUMS NO 1 1959.
 LZ0253'
 LZ0253'REFERENCE MARK NO. 3 IS 85.8 FEET NORTH-NORTHWEST OF THE NORTHWEST
 LZ0253'CORNER OF A BRICK CHIMNEY AT WEST END OF HOUSE, 25 FEET SOUTH OF
 LZ0253'CENTERLINE OF COUNTY ROAD, 16 FEET WEST OF CENTERLINE OF DRIVEWAY,
 LZ0253'AND 2.0 FEET NORTH OF UTILITY POLE NO.  21234-H D25.  THE MARK IS
 LZ0253'DESCRIBED BY NOTE 11B, SET FLUSH WITH SURFACE OF GROUND AND THE DISK
 LZ0253'IS STAMPED DRUMS 1959 NO 3 1970.
 LZ0253'
 LZ0253'STATION BUTLER 1958, B.G., WAS USED FOR AZIMUTH MARK.
 LZ0253'
 LZ0253'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 309 AND STATE
 LZ0253'HIGHWAY 29 IN HAZLETON, GO NORTH ON U.S. HIGHWAY 309 FOR 4.5 MILES
 LZ0253'TO A DRIVE-IN THEATRE ON THE RIGHT, CONTINUE NORTH ON HIGHWAY 309 FOR
 LZ0253'0.7 MILE TO THE VALLEY HOTEL ON THE RIGHT AND A ROAD TO LEFT JUST
 LZ0253'PAST HOTEL, TURN LEFT AND GO WEST ON SURFACED COUNTY ROAD FOR 1.65
 LZ0253'MILES TO A CHURCH AND CEMETERY ON THE RIGHT, CONTINUE WEST ON THE
 LZ0253'MAIN ROAD FOR 0.2 MILE TO A CROSSROAD AND ESSO SERV. STA. ON THE
 LZ0253'RIGHT, CONTINUE STRAIGHT AHEAD, WEST, FOR 0.75 MILE TO A ROAD RIGHT,
 LZ0253'JUST AFTER CROSSING OVER HIGHWAY I-81, TURN RIGHT FOR 0.1 MILE TO
 LZ0253'CROSSROAD, TURN LEFT FOR 0.25 MILE TO STATION ON LEFT.
 LZ0253'
 LZ0253'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- HAZELTON, 4.5 MILES
 LZ0253'NNW OF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0251 ***********************************************************************
 LZ0251  DESIGNATION -  DRUMS RM 1
 LZ0251  PID         -  LZ0251
 LZ0251  STATE/COUNTY-  PA/LUZERNE
 LZ0251  USGS QUAD   -  SYBERTSVILLE (1989)
 LZ0251
 LZ0251                         *CURRENT SURVEY CONTROL
 LZ0251  ___________________________________________________________________
 LZ0251* NAD 83(1986)-  41 00 40.     (N)    076 00 58.     (W)     SCALED    
 LZ0251* NAVD 88     -       345.998  (meters)    1135.16   (feet)  ADJUSTED  
 LZ0251  ___________________________________________________________________
 LZ0251  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LZ0251  DYNAMIC HT  -         345.838 (meters)    1134.64  (feet)  COMP
 LZ0251  MODELED GRAV-     980,151.4   (mgal)                       NAVD 88
 LZ0251
 LZ0251  VERT ORDER  -  SECOND    CLASS 0
 LZ0251
 LZ0251.The horizontal coordinates were scaled from a topographic map and have
 LZ0251.an estimated accuracy of +/- 6 seconds.
 LZ0251
 LZ0251.The orthometric height was determined by differential leveling
 LZ0251.and adjusted by the National Geodetic Survey in June 1991..
 LZ0251
 LZ0251.The geoid height was determined by GEOID03.
 LZ0251
 LZ0251.The dynamic height is computed by dividing the NAVD 88
 LZ0251.geopotential number by the normal gravity value computed on the
 LZ0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0251.degrees latitude (g = 980.6199 gals.).
 LZ0251
 LZ0251.The modeled gravity was interpolated from observed gravity values.
 LZ0251
 LZ0251;                    North         East    Units  Estimated Accuracy
 LZ0251;SPC PA N     -    95,240.      745,840.      MT  (+/- 180 meters Scaled)
 LZ0251
 LZ0251                          SUPERSEDED SURVEY CONTROL
 LZ0251
 LZ0251  NGVD 29 (??/??/92)  346.196  (m)         1135.81   (f) ADJ UNCH    2 0
 LZ0251
 LZ0251.Superseded values are not recommended for survey control.
 LZ0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0251.See file dsdata.txt to determine how the superseded data were derived.
 LZ0251
 LZ0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL145404(NAD 83)
 LZ0251_MARKER: DR = REFERENCE MARK DISK
 LZ0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0251_STAMPING: DRUMS NO 1 1959
 LZ0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0251+STABILITY: SURFACE MOTION
 LZ0251
 LZ0251  HISTORY     - Date     Condition        Report By
 LZ0251  HISTORY     - 1959     MONUMENTED       CGS
 LZ0251  HISTORY     - 1965     GOOD             NGS
 LZ0251
 LZ0251                          STATION DESCRIPTION
 LZ0251
 LZ0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LZ0251'1.4 MI S FROM ST JOHNS.
 LZ0251'ABOUT 1.10 MILE SOUTH ALONG BLACKTOP ROAD FROM THE ST. JOHNS
 LZ0251'LUTHERAN CHURCH IN ST. JOHNS TO A T ROAD JUNCTION THENCE 0.30
 LZ0251'MILE WEST ON BLACKTOP ROAD, ABOUT 1 1/2 FOOT ABOVE THE ROAD ON
 LZ0251'THE EDGE OF A FIELD, 16 FEET SOUTH OF THE CENTERLINE OF THE
 LZ0251'BLACKTOP ROAD, 29.56 FEET EAST OF THE STATION, 54 FEET EAST OF RM
 LZ0251'2, ALSO 0.10 MILE EAST OF A GRAVEL ROAD (NORTH WEST) AND BLACKTOP
 LZ0251'ROAD JUNCTION, 0.15 MILE EAST OF A BARN.  ADDITIONAL REPORT-- THE
 LZ0251'MARK IS ALSO NEAR THE HOUSE ON THE PROPERTY OF ROBERT W. REED,
 LZ0251'JR. AND 62 FEET WEST OF UTILITY POLE P.P. AND L. CO 21234-H DZ 5.
 LZ0251
 LZ0251                          STATION RECOVERY (1965)
 LZ0251
 LZ0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LZ0251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0252 ***********************************************************************
 LZ0252  DESIGNATION -  DRUMS RM 2
 LZ0252  PID         -  LZ0252
 LZ0252  STATE/COUNTY-  PA/LUZERNE
 LZ0252  USGS QUAD   -  SYBERTSVILLE (1989)
 LZ0252
 LZ0252                         *CURRENT SURVEY CONTROL
 LZ0252  ___________________________________________________________________
 LZ0252* NAD 83(1986)-  41 00 40.     (N)    076 00 58.     (W)     SCALED    
 LZ0252* NAVD 88     -       346.113  (meters)    1135.54   (feet)  ADJUSTED  
 LZ0252  ___________________________________________________________________
 LZ0252  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LZ0252  DYNAMIC HT  -         345.953 (meters)    1135.01  (feet)  COMP
 LZ0252  MODELED GRAV-     980,151.4   (mgal)                       NAVD 88
 LZ0252
 LZ0252  VERT ORDER  -  SECOND    CLASS 0
 LZ0252
 LZ0252.The horizontal coordinates were scaled from a topographic map and have
 LZ0252.an estimated accuracy of +/- 6 seconds.
 LZ0252
 LZ0252.The orthometric height was determined by differential leveling
 LZ0252.and adjusted by the National Geodetic Survey in June 1991..
 LZ0252
 LZ0252.The geoid height was determined by GEOID03.
 LZ0252
 LZ0252.The dynamic height is computed by dividing the NAVD 88
 LZ0252.geopotential number by the normal gravity value computed on the
 LZ0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0252.degrees latitude (g = 980.6199 gals.).
 LZ0252
 LZ0252.The modeled gravity was interpolated from observed gravity values.
 LZ0252
 LZ0252;                    North         East    Units  Estimated Accuracy
 LZ0252;SPC PA N     -    95,240.      745,840.      MT  (+/- 180 meters Scaled)
 LZ0252
 LZ0252                          SUPERSEDED SURVEY CONTROL
 LZ0252
 LZ0252  NGVD 29 (??/??/92)  346.312  (m)         1136.19   (f) ADJ UNCH    2 0
 LZ0252
 LZ0252.Superseded values are not recommended for survey control.
 LZ0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0252.See file dsdata.txt to determine how the superseded data were derived.
 LZ0252
 LZ0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL145404(NAD 83)
 LZ0252_MARKER: DR = REFERENCE MARK DISK
 LZ0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0252_STAMPING: DRUMS NO 2 1959
 LZ0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0252+STABILITY: SURFACE MOTION
 LZ0252
 LZ0252  HISTORY     - Date     Condition        Report By
 LZ0252  HISTORY     - 1959     MONUMENTED       CGS
 LZ0252  HISTORY     - 1965     MARK NOT FOUND   NGS
 LZ0252
 LZ0252                          STATION DESCRIPTION
 LZ0252
 LZ0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LZ0252'1.4 MI S FROM ST JOHNS.
 LZ0252'ABOUT 1.10 MILE SOUTH ALONG BLACKTOP ROAD FROM THE ST. JOHNS
 LZ0252'LUTHERAN CHURCH IN ST. JOHNS TO A T ROAD JUNCTION THENCE 0.30
 LZ0252'MILE WEST ON BLACKTOP ROAD, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 LZ0252'ROAD ON THE NORTH SIDE OF A FIELD, 18 FEET SOUTH OF THE
 LZ0252'CENTERLINE OF THE ROAD, 27 FEET WEST OF THE STATION, 54 FEET WEST
 LZ0252'OF RM 1, ALSO 0.10 MILE EAST OF JUNCTION OF A GRAVEL ROAD (NORTH
 LZ0252'WEST) AND A BLACK TOP ROAD, 0.15 MILE EAST OF A BARN.
 LZ0252
 LZ0252                          STATION RECOVERY (1965)
 LZ0252
 LZ0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LZ0252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2794 ***********************************************************************
 KW2794  DESIGNATION -  DRY
 KW2794  PID         -  KW2794
 KW2794  STATE/COUNTY-  PA/MIFFLIN
 KW2794  USGS QUAD   -  ALFARATA (1978)
 KW2794
 KW2794                         *CURRENT SURVEY CONTROL
 KW2794  ___________________________________________________________________
 KW2794* NAD 83(1992)-  40 39 07.25371(N)    077 29 35.58123(W)     ADJUSTED  
 KW2794* NAVD 88     -       242.8    (meters)     797.     (feet)  VERTCON   
 KW2794  ___________________________________________________________________
 KW2794  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 KW2794  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 KW2794
 KW2794  HORZ ORDER  -  SECOND
 KW2794
 KW2794.The horizontal coordinates were established by classical geodetic methods
 KW2794.and adjusted by the National Geodetic Survey in June 2002..
 KW2794
 KW2794.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2794
 KW2794.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2794
 KW2794.The geoid height was determined by GEOID03.
 KW2794
 KW2794;                    North         East     Units Scale Factor Converg.
 KW2794;SPC PA S     -   146,452.641   621,716.934   MT  0.99996566   +0 09 59.8
 KW2794;SPC PA S     -   480,486.71  2,039,749.64   sFT  0.99996566   +0 09 59.8
 KW2794;UTM  18      - 4,503,117.414   289,207.524   MT  1.00014695   -1 37 29.4
 KW2794
 KW2794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2794!SPC PA S     -   0.99996719  x   0.99996566  =   0.99993286
 KW2794!UTM  18      -   0.99996719  x   1.00014695  =   1.00011414
 KW2794
 KW2794:                Primary Azimuth Mark                     Grid Az
 KW2794:SPC PA S     -  DRY AZ MK                                080 32 21.6
 KW2794:UTM  18      -  DRY AZ MK                                082 19 50.8
 KW2794
 KW2794|---------------------------------------------------------------------|
 KW2794| PID    Reference Object                     Distance      Geod. Az  |
 KW2794|                                                           dddmmss.s |
 KW2794| KW1769 DRY AZ MK                                          0804221.4 |
 KW2794| CJ9698 DRY RM 1                              4.542 METERS 14150     |
 KW2794| CJ9699 DRY RM 2                              5.397 METERS 31352     |
 KW2794|---------------------------------------------------------------------|
 KW2794
 KW2794                          SUPERSEDED SURVEY CONTROL
 KW2794
 KW2794  NAD 83(1986)-  40 39 07.25332(N)    077 29 35.58372(W) AD(       ) 2
 KW2794  NAD 27      -  40 39 06.98899(N)    077 29 36.61173(W) AD(       ) 2
 KW2794  NGVD 29 (07/19/86)  243.0    (m)          797.     (f) VERT ANG       
 KW2794
 KW2794.Superseded values are not recommended for survey control.
 KW2794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2794.See file dsdata.txt to determine how the superseded data were derived.
 KW2794
 KW2794_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL8920803117(NAD 83)
 KW2794_MARKER: DS = TRIANGULATION STATION DISK
 KW2794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2794
 KW2794  HISTORY     - Date     Condition        Report By
 KW2794  HISTORY     - 1966     MONUMENTED       CGS
 KW2794  HISTORY     - 1975     GOOD             NGS
 KW2794
 KW2794                          STATION DESCRIPTION
 KW2794
 KW2794'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW2794'THE STATION IS LOCATED ABOUT 5-1/2 AIRLINE MILES EAST-NORTHEAST OF
 KW2794'LEWISTOWN, ABOUT 2-1/4 AIRLINE MILES WEST-NORTHWEST
 KW2794'OF ALFARATA AND ABOUT 1/2 MILE NORTH OF U.S. HIGHWAY 522.  THE
 KW2794'PROPERTY IS OWNED BY MR. ALBERT LEISTER.
 KW2794'
 KW2794'TO REACH THE STATION FROM THE CROSSROADS IN THE VILLAGE OF ALFARATA,
 KW2794'GO WESTERLY ON U.S. HIGHWAY 522 FOR 1.1 MILES TO THE AZIMUTH
 KW2794'MARK ON THE LEFT, SOUTH SIDE OF THE ROAD.  CONTINUE WESTERLY ON U.S.
 KW2794'HIGHWAY 522 FOR ABOUT 100 FEET TO A SIDE ROAD RIGHT.  TURN
 KW2794'RIGHT AND GO NORTHERLY ON A GRAVELED ROAD FOR 0.6 MILE TO A
 KW2794'T-INTERSECTION.  TURN LEFT AND GO WESTERLY ON A GRAVELED ROAD
 KW2794'FOR 0.7 MILE TO MR. LEISTERS FARM ON THE LEFT AND A FIELD ROAD ON THE
 KW2794'LEFT .  TURN LEFT AND GO SOUTHERLY PASSING TO THE EAST OF A
 KW2794'BARN FOR 0.05 MILE TO A WOODEN GATE.  PASS THROUGH THE GATE AND
 KW2794'GO SOUTHWEST ON A TRACK ROAD FOR 0.1 MILE TO A FORK JUST AFTER
 KW2794'CROSSING A SMALL STREAM.  TURN RIGHT AND GO WESTERLY ON A TRACK
 KW2794'ROAD FOR 0.05 MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND GO
 KW2794'NORTHWEST ACROSS A FIELD FOR 0.25 MILE TO A NORTH-SOUTH FENCE LINE
 KW2794'AND THE STATION 100 YARDS SOUTH OF THE HIGHEST POINT OF THE HILL.
 KW2794'
 KW2794'THE STATION MARK IS 2.3 FEET NORTHEAST OF A WITNESS POST AND 2 FEET
 KW2794'FROM FENCE LINE.  THE MARK IS A STANDARD DISK SET IN THE
 KW2794'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES AND
 KW2794'IT IS STAMPED DRY 1966.
 KW2794'
 KW2794'REFERENCE MARK NO. 1 IS 14.8 FEET SOUTHEAST OF THE WITNESS POST AND 2
 KW2794'FEET EAST OF THE FENCE LINE.  THE MARK IS A
 KW2794'STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 KW2794'WHICH PROJECTS 4 INCHES AND IT IS STAMPED DRY NO 1 1966.
 KW2794'
 KW2794'REFERENCE MARK NO. 2 IS 18 FEET NORTHWEST OF THE WITNESS POST AND 1
 KW2794'FOOT EAST OF THE FENCE LINE.  THE MARK IS A STANDARD DISK
 KW2794'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 5
 KW2794'INCHES AND IT IS STAMPED DRY NO 2 1966.
 KW2794'
 KW2794'THE AZIMUTH MARK IS 68 FEET NORTHEAST OF POWER POLE NUMBER 125 220,
 KW2794'19 FEET SOUTHEAST OF THE CENTER LINE OF U.S.  HIGHWAY 522 AND
 KW2794'5.2 FEET EAST OF A WITNESS POST.  THE MARK IS A STANDARD DISK
 KW2794'CEMENTED IN A DRILL HOLE IN HEAD WALL OF A CATCH BASIN
 KW2794'WHICH IS FLUSH WITH THE SURFACE AND IT IS STAMPED DRY 1966.
 KW2794
 KW2794                          STATION RECOVERY (1975)
 KW2794
 KW2794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KW2794'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 KW2794'AS DESCRIBED IN THE 1966 DESCRIPTION.
 KW2794'
 KW2794'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/4 MILES WNW OF
 KW2794'ALFARATA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2208 ***********************************************************************
 KX2208  DESIGNATION -  DRY
 KX2208  PID         -  KX2208
 KX2208  STATE/COUNTY-  PA/BLAIR
 KX2208  USGS QUAD   -  ALTOONA (1993)
 KX2208
 KX2208                         *CURRENT SURVEY CONTROL
 KX2208  ___________________________________________________________________
 KX2208* NAD 83(1992)-  40 32 44.11832(N)    078 27 17.15540(W)     ADJUSTED  
 KX2208* NAVD 88     -       772.     (meters)    2533.     (feet)  SCALED    
 KX2208  ___________________________________________________________________
 KX2208  LAPLACE CORR-          -7.18  (seconds)                    DEFLEC99
 KX2208  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KX2208
 KX2208  HORZ ORDER  -  SECOND
 KX2208
 KX2208.The horizontal coordinates were established by classical geodetic methods
 KX2208.and adjusted by the National Geodetic Survey in June 2002..
 KX2208
 KX2208.The orthometric height was scaled from a topographic map.
 KX2208
 KX2208.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2208
 KX2208.The geoid height was determined by GEOID03.
 KX2208
 KX2208;                    North         East     Units Scale Factor Converg.
 KX2208;SPC PA S     -   134,841.461   540,302.044   MT  0.99996087   -0 27 26.1
 KX2208;SPC PA S     -   442,392.36  1,772,640.96   sFT  0.99996087   -0 27 26.1
 KX2208;UTM  17      - 4,491,428.151   715,532.603   MT  1.00017184   +1 39 18.6
 KX2208
 KX2208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2208!SPC PA S     -   0.99988406  x   0.99996087  =   0.99984493
 KX2208!UTM  17      -   0.99988406  x   1.00017184  =   1.00005588
 KX2208
 KX2208|---------------------------------------------------------------------|
 KX2208| PID    Reference Object                     Distance      Geod. Az  |
 KX2208|                                                           dddmmss.s |
 KX2208| CJ9697 DRY RM 2                             19.765 METERS 21945     |
 KX2208| CJ9695 DRY AZ MK                                          2474943.2 |
 KX2208| CJ9696 DRY RM 1                             20.860 METERS 32203     |
 KX2208|---------------------------------------------------------------------|
 KX2208
 KX2208                          SUPERSEDED SURVEY CONTROL
 KX2208
 KX2208  NAD 83(1986)-  40 32 44.12518(N)    078 27 17.16488(W) AD(       ) 2
 KX2208  NAD 27      -  40 32 43.87900(N)    078 27 18.11500(W) AD(       ) 2
 KX2208
 KX2208.Superseded values are not recommended for survey control.
 KX2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2208.See file dsdata.txt to determine how the superseded data were derived.
 KX2208
 KX2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE1553391428(NAD 83)
 KX2208_MARKER: DS = TRIANGULATION STATION DISK
 KX2208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2208
 KX2208  HISTORY     - Date     Condition        Report By
 KX2208  HISTORY     - 1941     MONUMENTED       CGS
 KX2208
 KX2208                          STATION DESCRIPTION
 KX2208
 KX2208'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2208'STATION IS ABOUT 3-1/2 MILES NW OF ALTOONA ON APPARENTLY HIGHEST
 KX2208'GROUND IN CLOSE VICINITY ON BRUSHY HILLTOP WHICH SLOPES STEEPLY DOWN
 KX2208'FROM THE STATION TOWARD THE E, BUT IS NEARLY FLAT TOWARD THE W.  IT
 KX2208'IS AT END OF WOODS ROAD AND JUST E OF FLAT DEPRESSED ROCKBED.  MARK
 KX2208'PROJECTS ABOUT 6 INCHES AND IS STAMPED DRY 1941.
 KX2208'
 KX2208'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KX2208'BRONZE DISKS SET IN CONCRETE.
 KX2208'
 KX2208'REFERENCE MARK NO. 1 PROJECTS ABOUT 6 INCHES, AND IS STAMPED DRY NO.
 KX2208'1 1941.
 KX2208'
 KX2208'REFERENCE MARK NO. 2 PROJECTS ABOUT 6 INCHES, AND IS STAMPED DRY NO.
 KX2208'2 1941.
 KX2208'
 KX2208'AZIMUTH MARK IS ON BRUSHY HILLOCK.  IT IS 8 FEET E OF CENTER OF LOG
 KX2208'WOODS ROAD, PROJECTS ABOUT 6 INCHES, AND IS STAMPED DRY 1941.
 KX2208'
 KX2208'TO REACH FROM THE STATION, GO WESTERLY 0.5 MILE AND MAKE OBTUSE-ANGLE
 KX2208'RIGHT TURN, THENCE NORTHERLY 0.15 MILE TO THE AZIMUTH MARK ON
 KX2208'THE RIGHT.
 KX2208'
 KX2208'TO REACH STATION FROM THE RAILROAD UNDERPASS AT INTERSECTION OF UNION
 KX2208'AVENUE AND 18TH STREET IN ALTOONA, GO WESTERLY ON STATE HIGHWAY 36
 KX2208'AND 18TH STREET 0.65 MILE AND TURN RIGHT, THENCE NORTHERLY ONE BLOCK
 KX2208'AND TURN RIGHT, THENCE CONTINUE WESTERLY ON STATE HIGHWAY 36 FOR
 KX2208'4.9 MILES TO WHERE A BLACK-TOP ROAD BEARS RIGHT AT BEGINNING OF LEFT
 KX2208'CURVE.  TURN RIGHT ONTO WOODS ROAD AND GO 0.3 MILE TO A
 KX2208'CROSSROADS AND TURN RIGHT, THENCE GENERALLY EASTERLY ON MAIN WOODS
 KX2208'ROAD 1.2 MILES TO THE STATION.
 KX2208'
 KX2208'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1769 ***********************************************************************
 KW1769  DESIGNATION -  DRY AZ MK
 KW1769  PID         -  KW1769
 KW1769  STATE/COUNTY-  PA/MIFFLIN
 KW1769  USGS QUAD   -  ALFARATA (1978)
 KW1769
 KW1769                         *CURRENT SURVEY CONTROL
 KW1769  ___________________________________________________________________
 KW1769* NAD 83(1986)-  40 39 15.     (N)    077 28 25.     (W)     SCALED    
 KW1769* NAVD 88     -       201.202  (meters)     660.11   (feet)  ADJUSTED  
 KW1769  ___________________________________________________________________
 KW1769  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 KW1769  DYNAMIC HT  -         201.107 (meters)     659.80  (feet)  COMP
 KW1769  MODELED GRAV-     980,146.5   (mgal)                       NAVD 88
 KW1769
 KW1769  VERT ORDER  -  SECOND    CLASS 0
 KW1769
 KW1769.The horizontal coordinates were scaled from a topographic map and have
 KW1769.an estimated accuracy of +/- 6 seconds.
 KW1769
 KW1769.The orthometric height was determined by differential leveling
 KW1769.and adjusted by the National Geodetic Survey in June 1991..
 KW1769
 KW1769.The geoid height was determined by GEOID03.
 KW1769
 KW1769.The dynamic height is computed by dividing the NAVD 88
 KW1769.geopotential number by the normal gravity value computed on the
 KW1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1769.degrees latitude (g = 980.6199 gals.).
 KW1769
 KW1769.The modeled gravity was interpolated from observed gravity values.
 KW1769
 KW1769;                    North         East    Units  Estimated Accuracy
 KW1769;SPC PA S     -   146,700.      623,370.      MT  (+/- 180 meters Scaled)
 KW1769
 KW1769                          SUPERSEDED SURVEY CONTROL
 KW1769
 KW1769  NGVD 29 (??/??/??)  201.412  (m)          660.80   (f) ADJUSTED    2 0
 KW1769
 KW1769.Superseded values are not recommended for survey control.
 KW1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1769.See file dsdata.txt to determine how the superseded data were derived.
 KW1769
 KW1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL908033(NAD 83)
 KW1769_MARKER: DZ = AZIMUTH MARK DISK
 KW1769_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1769_SP_SET: CATCH BASIN
 KW1769_STAMPING: DRY 1966
 KW1769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1769
 KW1769  HISTORY     - Date     Condition        Report By
 KW1769  HISTORY     - 1966     MONUMENTED       CGS
 KW1769  HISTORY     - 1975     GOOD             NGS
 KW1769
 KW1769                          STATION DESCRIPTION
 KW1769
 KW1769'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1769'6.1 MI NE FROM LEWISTOWN.
 KW1769'6.1 MILES NORTHEAST ALONG U.S. HIGHWAY 522 FROM ITS JUNCTION WITH
 KW1769'U.S. HIGHWAY 322 BY-PASS AT THE NORTHEAST EDGE OF LEWISTOWN, SET
 KW1769'IN THE TOP OF THE BACKWALL OF A CATCHBASIN, 21 FEET SOUTHEAST OF
 KW1769'THE CENTERLINE OF HIGHWAY, 60 FEET EAST OF THE APPROXIMATE CENTER
 KW1769'OF THE JUNCTION OF A BLACKTOP ROAD AND IS ABOUT 1 FOOT BELOW THE
 KW1769'LEVEL OF THE HIGHWAY.
 KW1769
 KW1769                          STATION RECOVERY (1975)
 KW1769
 KW1769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 KW1769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2634 ***********************************************************************
 LY2634  DESIGNATION -  DRY MEADOW
 LY2634  PID         -  LY2634
 LY2634  STATE/COUNTY-  PA/PIKE
 LY2634  USGS QUAD   -  LAKE MASKENOZHA (1995)
 LY2634
 LY2634                         *CURRENT SURVEY CONTROL
 LY2634  ___________________________________________________________________
 LY2634* NAD 83(1992)-  41 13 41.89674(N)    074 57 12.36071(W)     ADJUSTED  
 LY2634* NAVD 88     -       439.     (meters)    1440.     (feet)  SCALED    
 LY2634  ___________________________________________________________________
 LY2634  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 LY2634  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 LY2634
 LY2634  HORZ ORDER  -  FIRST
 LY2634
 LY2634.The horizontal coordinates were established by classical geodetic methods
 LY2634.and adjusted by the National Geodetic Survey in June 2002..
 LY2634
 LY2634.The orthometric height was scaled from a topographic map.
 LY2634
 LY2634.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2634
 LY2634.The geoid height was determined by GEOID03.
 LY2634
 LY2634;                    North         East     Units Scale Factor Converg.
 LY2634;SPC PA N     -   121,683.717   834,426.289   MT  0.99996226   +1 51 00.1
 LY2634;SPC PA N     -   399,223.99  2,737,613.58   sFT  0.99996226   +1 51 00.1
 LY2634;SPC NJ       -   265,998.793   111,985.977   MT  0.99991778   -0 17 55.8
 LY2634;SPC NJ       -   872,697.71    367,407.33   sFT  0.99991778   -0 17 55.8
 LY2634;UTM  18      - 4,564,102.593   503,902.767   MT  0.99960019   +0 01 50.5
 LY2634
 LY2634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2634!SPC PA N     -   0.99993625  x   0.99996226  =   0.99989852
 LY2634!SPC NJ       -   0.99993625  x   0.99991778  =   0.99985404
 LY2634!UTM  18      -   0.99993625  x   0.99960019  =   0.99953647
 LY2634
 LY2634|---------------------------------------------------------------------|
 LY2634| PID    Reference Object                     Distance      Geod. Az  |
 LY2634|                                                           dddmmss.s |
 LY2634| LY2635 DRY MEADOW FIRE TOWER                16.964 METERS 02136     |
 LY2634| CB4044 DRY MEADOW RM 1                      34.312 METERS 03439     |
 LY2634| CB4045 DRY MEADOW RM 2                      17.069 METERS 32026     |
 LY2634| CB4043 DRY MEADOW AZ MK                                   3584358.1 |
 LY2634|---------------------------------------------------------------------|
 LY2634
 LY2634                          SUPERSEDED SURVEY CONTROL
 LY2634
 LY2634  NAD 83(1996)-  41 13 41.89690(N)    074 57 12.36081(W) AD(       ) 1
 LY2634  NAD 83(1996)-  41 13 41.89741(N)    074 57 12.36174(W) AD(       ) 1
 LY2634  NAD 83(1986)-  41 13 41.89755(N)    074 57 12.36136(W) AD(       ) 1
 LY2634  NAD 27      -  41 13 41.56000(N)    074 57 13.74500(W) AD(       ) 1
 LY2634
 LY2634.Superseded values are not recommended for survey control.
 LY2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2634.See file dsdata.txt to determine how the superseded data were derived.
 LY2634
 LY2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL0390364103(NAD 83)
 LY2634_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2634
 LY2634  HISTORY     - Date     Condition        Report By
 LY2634  HISTORY     - 1940     MONUMENTED       CGS
 LY2634  HISTORY     - 1968     SEE DESCRIPTION  AEROS
 LY2634
 LY2634                          STATION DESCRIPTION
 LY2634
 LY2634'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RJS)
 LY2634'ABOUT 4 MILES WEST OF DINGMANS FERRY, AND 1-1/2 MILES SOUTH OF
 LY2634'DINGMANS CREEK, ON TOP OF A HIGH TIMBERED HILL AT THE DRY MEADOW FIRE
 LY2634'LOOKOUT TOWER.  THIS LOOKOUT TOWER IS ABOUT 100 FEET HIGH AND IS
 LY2634'OWNED BY THE STATE.  THE STATION IS MARKED WITH A STANDARD DISK SET
 LY2634'IN THE TOP OF A CONCRETE MONUMENT PROJECTING 12 INCHES ABOVE THE
 LY2634'SURFACE.  NOTES 1A AND 8A.
 LY2634'
 LY2634'REFERENCE MARK NO. 1 IS SET NORTH OF THE STATION IN A DRILLED HOLE IN
 LY2634'BED ROCK.  NOTE 12A.
 LY2634'
 LY2634'REFERENCE MARK NO. 2 IS SET NORTHWEST OF THE STATION IN A DRILLED
 LY2634'HOLE IN A LARGE BOULDER.  NOTE 12C.
 LY2634'
 LY2634'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND 209 AT
 LY2634'THE STOP LIGHT AT THE SOUTH EDGE OF THE MILFORD BUSINESS
 LY2634'DISTRICT, GO EAST AND SOUTH ON HIGHWAY 209 FOR 8.3 MILES TO A PAVED
 LY2634'ROAD AT THE HIGH FALLS HOTEL AT THE NORTH EDGE OF DINGMANS FERRY.
 LY2634'TURN RIGHT UP HILL FOR 1.2 MILES TO A FORK, THENCE LEFT ON PAVED ROAD
 LY2634'FOR 1.2 MILES TO CROSSROADS AT SMALL STORE AND SERVICE
 LY2634'STATION, CONTINUE ON ROAD FOR 0.5 MILE TO ENTRANCE TO CHILDS PARK AND
 LY2634'PARK HEADQUARTERS, (NOTE- GET KEY FOR LOCKED GATE HERE AT
 LY2634'HEADQUARTERS).  CONTINUE STRAIGHT AHEAD 2 MILES TO ROAD LEFT ACROSS
 LY2634'BRIDGE AND THROUGH LOCKED GATE AT FAR END OF BRIDGE, FOLLOW DIRT ROAD
 LY2634'SOUTHERLY FOR 1.55 MILES TO LOOKOUT TOWER AND STATION.
 LY2634'
 LY2634'THE AZIMUTH MARK IS 0.8 MILE WEST OF THE LOCKED GATE AND BRIDGE ON
 LY2634'THE SOUTH SIDE OF THE PAVED ROAD ON THE WEST SIDE OF THE ENTRANCE TO
 LY2634'CAMP MUNSEE.  A WHITE POST WAS SET BY THE MARK.
 LY2634'
 LY2634'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 LY2634
 LY2634                          STATION RECOVERY (1968)
 LY2634
 LY2634'RECOVERY NOTE BY AERO SERVICE CORPORATION 1968 (CWB)
 LY2634'DRY MEADOW 1940, RM 1, RM 2 AND AZIMUTH MARK RECOVERED IN GOOD
 LY2634'CONDITION.
 LY2634'
 LY2634'PRESENT DESC. ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2635 ***********************************************************************
 LY2635  DESIGNATION -  DRY MEADOW FIRE TOWER
 LY2635  PID         -  LY2635
 LY2635  STATE/COUNTY-  PA/PIKE
 LY2635  USGS QUAD   -  LAKE MASKENOZHA (1995)
 LY2635
 LY2635                         *CURRENT SURVEY CONTROL
 LY2635  ___________________________________________________________________
 LY2635* NAD 83(1992)-  41 13 42.40804(N)    074 57 12.09263(W)     ADJUSTED  
 LY2635* NAVD 88     -                                                        
 LY2635  ___________________________________________________________________
 LY2635  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 LY2635  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 LY2635
 LY2635  HORZ ORDER  -  THIRD
 LY2635
 LY2635.The horizontal coordinates were established by classical geodetic methods
 LY2635.and adjusted by the National Geodetic Survey in June 2002..
 LY2635
 LY2635
 LY2635.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2635
 LY2635.The geoid height was determined by GEOID03.
 LY2635
 LY2635;                    North         East     Units Scale Factor Converg.
 LY2635;SPC PA N     -   121,699.684   834,432.020   MT  0.99996225   +1 51 00.3
 LY2635;SPC PA N     -   399,276.38  2,737,632.39   sFT  0.99996225   +1 51 00.3
 LY2635;SPC NJ       -   266,014.533   111,992.302   MT  0.99991777   -0 17 55.7
 LY2635;SPC NJ       -   872,749.35    367,428.08   sFT  0.99991777   -0 17 55.7
 LY2635;UTM  18      - 4,564,118.363   503,908.999   MT  0.99960019   +0 01 50.7
 LY2635
 LY2635                          SUPERSEDED SURVEY CONTROL
 LY2635
 LY2635  NAD 83(1996)-  41 13 42.40820(N)    074 57 12.09273(W) AD(       ) 4
 LY2635  NAD 83(1996)-  41 13 42.40871(N)    074 57 12.09366(W) AD(       ) 4
 LY2635  NAD 83(1986)-  41 13 42.40882(N)    074 57 12.09319(W) AD(       ) 4
 LY2635  NAD 27      -  41 13 42.07100(N)    074 57 13.47700(W) AD(       ) 3
 LY2635
 LY2635.Superseded values are not recommended for survey control.
 LY2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2635.See file dsdata.txt to determine how the superseded data were derived.
 LY2635
 LY2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL0390964118(NAD 83)
 LY2635
 LY2635  HISTORY     - Date     Condition        Report By
 LY2635  HISTORY     - 1940     MONUMENTED       CGS
 LY2635  HISTORY     - 1962     SEE DESCRIPTION  CGS
 LY2635
 LY2635                          STATION DESCRIPTION
 LY2635
 LY2635'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RJS)
 LY2635'IT IS ABOUT 4 MILES WEST OF DINGMANS FERRY AND 1-1/2 MILES SOUTH OF
 LY2635'DINGMANS CREEK ON TOP OF A HIGH TIMBERED HILL.  THE TOWER IS ABOUT
 LY2635'100 FEET HIGH.  TRIANGULATION STATION DRY MEADOW IS 65.5 FEET SOUTH
 LY2635'OF THE TOWER.
 LY2635'
 LY2635'THE STATION IS THE CENTER OF THE OBSERVATION ROOM.
 LY2635
 LY2635                          STATION RECOVERY (1962)
 LY2635
 LY2635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (AMS)
 LY2635'STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU4190 ***********************************************************************
 JU4190  DESIGNATION -  DRYDOCK
 JU4190  PID         -  JU4190
 JU4190  STATE/COUNTY-  PA/PHILADELPHIA
 JU4190  USGS QUAD   -  PHILADELPHIA (1994)
 JU4190
 JU4190                         *CURRENT SURVEY CONTROL
 JU4190  ___________________________________________________________________
 JU4190* NAD 83(1992)-  39 53 09.42791(N)    075 11 35.99087(W)     ADJUSTED  
 JU4190* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 JU4190  ___________________________________________________________________
 JU4190  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 JU4190  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JU4190
 JU4190  HORZ ORDER  -  THIRD
 JU4190
 JU4190.The horizontal coordinates were established by classical geodetic methods
 JU4190.and adjusted by the National Geodetic Survey in June 2002..
 JU4190
 JU4190.The orthometric height was scaled from a topographic map.
 JU4190
 JU4190.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4190
 JU4190.The geoid height was determined by GEOID03.
 JU4190
 JU4190;                    North         East     Units Scale Factor Converg.
 JU4190;SPC PA S     -    64,525.362   818,657.772   MT  1.00000775   +1 39 31.5
 JU4190;SPC PA S     -   211,696.96  2,685,879.71   sFT  1.00000775   +1 39 31.5
 JU4190;SPC NJ       -   117,082.625    90,701.098   MT  0.99994328   -0 26 40.6
 JU4190;SPC NJ       -   384,128.58    297,575.19   sFT  0.99994328   -0 26 40.6
 JU4190;UTM  18      - 4,415,117.037   483,469.914   MT  0.99960336   -0 07 26.3
 JU4190
 JU4190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4190!SPC PA S     -   1.00000490  x   1.00000775  =   1.00001265
 JU4190!SPC NJ       -   1.00000490  x   0.99994328  =   0.99994818
 JU4190!UTM  18      -   1.00000490  x   0.99960336  =   0.99960826
 JU4190
 JU4190                          SUPERSEDED SURVEY CONTROL
 JU4190
 JU4190  NAD 83(1996)-  39 53 09.42811(N)    075 11 35.99048(W) AD(       ) 3
 JU4190  NAD 83(1991)-  39 53 09.42454(N)    075 11 35.99237(W) AD(       ) 3
 JU4190  NAD 83(1986)-  39 53 09.42358(N)    075 11 35.99135(W) AD(       ) 3
 JU4190
 JU4190.Superseded values are not recommended for survey control.
 JU4190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4190.See file dsdata.txt to determine how the superseded data were derived.
 JU4190
 JU4190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8347015117(NAD 83)
 JU4190_MARKER: DD = SURVEY DISK
 JU4190_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU4190_SP_SET: SET IN CONCRETE IN BULKHEAD
 JU4190_STAMPING: DRYDOCK 1976
 JU4190_MARK LOGO: USE   
 JU4190_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4190_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4190+SATELLITE: SATELLITE OBSERVATIONS - 1978
 JU4190
 JU4190  HISTORY     - Date     Condition        Report By
 JU4190  HISTORY     - 1978     MONUMENTED       USE
 JU4190
 JU4190                          STATION DESCRIPTION
 JU4190
 JU4190'DESCRIBED BY US ENGINEERS 1978
 JU4190'THE STATION IS LOCATED ON THE NORTHERN SIDE OF THE DELAWARE RIVER E OF
 JU4190'THE CONFLUENCE OF THE SCHUYLKILL RIVER AND THE DELAWARE RIVER.  IT IS
 JU4190'AT THE PHILADELPHIA NAVY YARD ON WHARF -K- WHICH IS THE DOWNSTREAM
 JU4190'SIDE OF DRYDOCK NO. 5.
 JU4190'TO REACH STATION PROCEED BY BOAT.
 JU4190'STATION MARK IS A STANDARD CE DISK SET FLUSH WITH THE CONCRETE AT THE
 JU4190'FIRST ELBOW IN THE BULKHEAD.  STATION IS APPROXIMATELY 400 FT INSHORE
 JU4190'FROM THE DELAWARE RIVER ON THE SCHUYLKILL RIVER SIDE OF THE WHARF.  IT
 JU4190'IS LOCATED 13.53 M (44.4 FT) NW OF A CROSS CUT ON THE TOP OF A 30-INCH
 JU4190'LONG CLEAT, 11.20 M (36.7 FT) SW OF A CROSS CUT IN THE CORNER OF A
 JU4190'1-FT HIGH CONCRETE PLATFORM, 3.40 M (11.2 FT) SE OF A CROSS CUT ON TOP
 JU4190'OF A 30-INCH LONG CLEAT, AND 0.91 M (3.0 FT) E OF THE OUTSHORE EDGE OF
 JU4190'THE 1-FT HIGH CURBING ON THE SCHUYLKILL RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0516 ***********************************************************************
 MA0516  DESIGNATION -  DU BOIS
 MA0516  PID         -  MA0516
 MA0516  STATE/COUNTY-  PA/CLEARFIELD
 MA0516  USGS QUAD   -  DU BOIS (1994)
 MA0516
 MA0516                         *CURRENT SURVEY CONTROL
 MA0516  ___________________________________________________________________
 MA0516* NAD 83(1986)-  41 07 13.     (N)    078 45 33.     (W)     SCALED    
 MA0516* NAVD 88     -       427.707  (meters)    1403.24   (feet)  POSTED    
 MA0516  ___________________________________________________________________
 MA0516  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 MA0516  DYNAMIC HT  -         427.500 (meters)    1402.56  (feet)  COMP
 MA0516  MODELED GRAV-     980,135.0   (mgal)                       NAVD 88
 MA0516
 MA0516  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 MA0516
 MA0516.The horizontal coordinates were scaled from a topographic map and have
 MA0516.an estimated accuracy of +/- 6 seconds.
 MA0516
 MA0516.The orthometric height was determined by differential leveling
 MA0516.and adjusted by the National Geodetic Survey in 1992..
 MA0516.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 MA0516.rate of 4.1 thru 8.0 mm/km.
 MA0516
 MA0516.The geoid height was determined by GEOID03.
 MA0516
 MA0516.The dynamic height is computed by dividing the NAVD 88
 MA0516.geopotential number by the normal gravity value computed on the
 MA0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0516.degrees latitude (g = 980.6199 gals.).
 MA0516
 MA0516.The modeled gravity was interpolated from observed gravity values.
 MA0516
 MA0516;                    North         East    Units  Estimated Accuracy
 MA0516;SPC PA N     -   106,400.      515,250.      MT  (+/- 180 meters Scaled)
 MA0516
 MA0516                          SUPERSEDED SURVEY CONTROL
 MA0516
 MA0516  NGVD 29 (??/??/92)  427.844  (m)         1403.68   (f) ADJ UNCH    2 0
 MA0516
 MA0516.Superseded values are not recommended for survey control.
 MA0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0516.See file dsdata.txt to determine how the superseded data were derived.
 MA0516
 MA0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF881545(NAD 83)
 MA0516_MARKER: DB = BENCH MARK DISK
 MA0516_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0516_SP_SET: BRIDGE
 MA0516_STAMPING: DU BOIS 1934
 MA0516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0516
 MA0516  HISTORY     - Date     Condition        Report By
 MA0516  HISTORY     - 1934     MONUMENTED       CGS
 MA0516
 MA0516                          STATION DESCRIPTION
 MA0516
 MA0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0516'AT DU BOIS.
 MA0516'ON LIBERTY BRIDGE ON HIGHWAY U.S. 219 OVER SANDY LICK CREEK.
 MA0516'300 FT NORTH OF THE INTERSECTION OF BRADY STREET AND PARK
 MA0516'AVENUE.  33 FT SOUTHEAST OF AMERICAN LEGION BUILDING.  IN TOP
 MA0516'OF NORTHWEST WING WALL (CONCRETE) OF BRIDGE.  21 FT WEST OF
 MA0516'CENTERLINE OF U.S. ROUTE 219.  3/4 FT ABOVE THE SIDEWALK.  A
 MA0516'HORIZONTAL MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0518 ***********************************************************************
 MA0518  DESIGNATION -  DU BOIS 1959
 MA0518  PID         -  MA0518
 MA0518  STATE/COUNTY-  PA/CLEARFIELD
 MA0518  USGS QUAD   -  FALLS CREEK (1994)
 MA0518
 MA0518                         *CURRENT SURVEY CONTROL
 MA0518  ___________________________________________________________________
 MA0518* NAD 83(1986)-  41 07 44.     (N)    078 45 06.     (W)     SCALED    
 MA0518* NAVD 88     -       469.171  (meters)    1539.27   (feet)  ADJUSTED  
 MA0518  ___________________________________________________________________
 MA0518  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 MA0518  DYNAMIC HT  -         468.949 (meters)    1538.54  (feet)  COMP
 MA0518  MODELED GRAV-     980,136.4   (mgal)                       NAVD 88
 MA0518
 MA0518  VERT ORDER  -  SECOND    CLASS 0
 MA0518
 MA0518.The horizontal coordinates were scaled from a topographic map and have
 MA0518.an estimated accuracy of +/- 6 seconds.
 MA0518
 MA0518.The orthometric height was determined by differential leveling
 MA0518.and adjusted by the National Geodetic Survey in June 1991..
 MA0518
 MA0518.The geoid height was determined by GEOID03.
 MA0518
 MA0518.The dynamic height is computed by dividing the NAVD 88
 MA0518.geopotential number by the normal gravity value computed on the
 MA0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0518.degrees latitude (g = 980.6199 gals.).
 MA0518
 MA0518.The modeled gravity was interpolated from observed gravity values.
 MA0518
 MA0518;                    North         East    Units  Estimated Accuracy
 MA0518;SPC PA N     -   107,350.      515,890.      MT  (+/- 180 meters Scaled)
 MA0518
 MA0518                          SUPERSEDED SURVEY CONTROL
 MA0518
 MA0518  NGVD 29 (??/??/92)  469.316  (m)         1539.75   (f) ADJ UNCH    2 0
 MA0518
 MA0518.Superseded values are not recommended for survey control.
 MA0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0518.See file dsdata.txt to determine how the superseded data were derived.
 MA0518
 MA0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF887555(NAD 83)
 MA0518_MARKER: DS = TRIANGULATION STATION DISK
 MA0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0518_STAMPING: DU BOIS 1959
 MA0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0518+STABILITY: SURFACE MOTION
 MA0518
 MA0518  HISTORY     - Date     Condition        Report By
 MA0518  HISTORY     - 1959     MONUMENTED       CGS
 MA0518
 MA0518                          STATION DESCRIPTION
 MA0518
 MA0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA0518'AT DU BOIS.
 MA0518'0.35 MILE NORTH EAST ALONG STATE HY. 219 FROM THE HIGH SCHOOL
 MA0518'AT DU BOIS THENCE ONE BLOCK SOUTH EAST ON STATE HY. 255 THENCE
 MA0518'ONE BLOCK NORTH EAST ON STREET THENCE ONE BLOCK NORTH WEST ON
 MA0518'STREET THENCE 1/2 BLOCK NORTH EAST TO AN ALLEY THENCE SOUTH
 MA0518'EAST ON ALLEY AND UPHILL TO MONUMENT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0519 ***********************************************************************
 MA0519  DESIGNATION -  DU BOIS RM 1
 MA0519  PID         -  MA0519
 MA0519  STATE/COUNTY-  PA/CLEARFIELD
 MA0519  USGS QUAD   -  FALLS CREEK (1994)
 MA0519
 MA0519                         *CURRENT SURVEY CONTROL
 MA0519  ___________________________________________________________________
 MA0519* NAD 83(1986)-  41 07 44.     (N)    078 45 06.     (W)     SCALED    
 MA0519* NAVD 88     -       469.548  (meters)    1540.51   (feet)  ADJUSTED  
 MA0519  ___________________________________________________________________
 MA0519  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 MA0519  DYNAMIC HT  -         469.326 (meters)    1539.78  (feet)  COMP
 MA0519  MODELED GRAV-     980,136.4   (mgal)                       NAVD 88
 MA0519
 MA0519  VERT ORDER  -  SECOND    CLASS 0
 MA0519
 MA0519.The horizontal coordinates were scaled from a topographic map and have
 MA0519.an estimated accuracy of +/- 6 seconds.
 MA0519
 MA0519.The orthometric height was determined by differential leveling
 MA0519.and adjusted by the National Geodetic Survey in June 1991..
 MA0519
 MA0519.The geoid height was determined by GEOID03.
 MA0519
 MA0519.The dynamic height is computed by dividing the NAVD 88
 MA0519.geopotential number by the normal gravity value computed on the
 MA0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0519.degrees latitude (g = 980.6199 gals.).
 MA0519
 MA0519.The modeled gravity was interpolated from observed gravity values.
 MA0519
 MA0519;                    North         East    Units  Estimated Accuracy
 MA0519;SPC PA N     -   107,350.      515,890.      MT  (+/- 180 meters Scaled)
 MA0519
 MA0519                          SUPERSEDED SURVEY CONTROL
 MA0519
 MA0519  NGVD 29 (??/??/92)  469.693  (m)         1540.98   (f) ADJ UNCH    2 0
 MA0519
 MA0519.Superseded values are not recommended for survey control.
 MA0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0519.See file dsdata.txt to determine how the superseded data were derived.
 MA0519
 MA0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF887555(NAD 83)
 MA0519_MARKER: DR = REFERENCE MARK DISK
 MA0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0519_STAMPING: DU BOIS NO 1 1959
 MA0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0519+STABILITY: SURFACE MOTION
 MA0519
 MA0519  HISTORY     - Date     Condition        Report By
 MA0519  HISTORY     - 1959     MONUMENTED       CGS
 MA0519
 MA0519                          STATION DESCRIPTION
 MA0519
 MA0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA0519'AT DU BOIS.
 MA0519'0.35 MILE NORTH EAST ALONG STATE HY. 219 FROM THE HIGH SCHOOL
 MA0519'IN DU BOIS THENCE ONE BLOCK SOUTH EAST ON STATE HY. 255 THENCE
 MA0519'ONE BLOCK NORTH EAST ON STREET THENCE ONE BLOCK NORTH WEST ON
 MA0519'STREET THENCE 1/2 BLOCK NORTH EAST TO AN ALLEY THENCE SOUTH EAST
 MA0519'ON ALLEY AND UPHILL TO MONUMENT AND BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0520 ***********************************************************************
 MA0520  DESIGNATION -  DU BOIS RM 2
 MA0520  PID         -  MA0520
 MA0520  STATE/COUNTY-  PA/CLEARFIELD
 MA0520  USGS QUAD   -  FALLS CREEK (1994)
 MA0520
 MA0520                         *CURRENT SURVEY CONTROL
 MA0520  ___________________________________________________________________
 MA0520* NAD 83(1986)-  41 07 44.     (N)    078 45 06.     (W)     SCALED    
 MA0520* NAVD 88     -       468.834  (meters)    1538.17   (feet)  ADJUSTED  
 MA0520  ___________________________________________________________________
 MA0520  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 MA0520  DYNAMIC HT  -         468.613 (meters)    1537.44  (feet)  COMP
 MA0520  MODELED GRAV-     980,136.4   (mgal)                       NAVD 88
 MA0520
 MA0520  VERT ORDER  -  SECOND    CLASS 0
 MA0520
 MA0520.The horizontal coordinates were scaled from a topographic map and have
 MA0520.an estimated accuracy of +/- 6 seconds.
 MA0520
 MA0520.The orthometric height was determined by differential leveling
 MA0520.and adjusted by the National Geodetic Survey in June 1991..
 MA0520
 MA0520.The geoid height was determined by GEOID03.
 MA0520
 MA0520.The dynamic height is computed by dividing the NAVD 88
 MA0520.geopotential number by the normal gravity value computed on the
 MA0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0520.degrees latitude (g = 980.6199 gals.).
 MA0520
 MA0520.The modeled gravity was interpolated from observed gravity values.
 MA0520
 MA0520;                    North         East    Units  Estimated Accuracy
 MA0520;SPC PA N     -   107,350.      515,890.      MT  (+/- 180 meters Scaled)
 MA0520
 MA0520                          SUPERSEDED SURVEY CONTROL
 MA0520
 MA0520  NGVD 29 (??/??/92)  468.979  (m)         1538.64   (f) ADJ UNCH    2 0
 MA0520
 MA0520.Superseded values are not recommended for survey control.
 MA0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0520.See file dsdata.txt to determine how the superseded data were derived.
 MA0520
 MA0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF887555(NAD 83)
 MA0520_MARKER: DR = REFERENCE MARK DISK
 MA0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0520_STAMPING: DU BOIS NO 2 1959
 MA0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0520+STABILITY: SURFACE MOTION
 MA0520
 MA0520  HISTORY     - Date     Condition        Report By
 MA0520  HISTORY     - 1959     MONUMENTED       CGS
 MA0520
 MA0520                          STATION DESCRIPTION
 MA0520
 MA0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA0520'AT DU BOIS.
 MA0520'0.35 MILE NORTH EAST ALONG STATE HY. 219 FROM THE HIGH SCHOOL
 MA0520'IN DU BOIS THENCE ONE BLOCK SOUTH EAST ON STATE HY. 255 THENCE
 MA0520'ONE BLOCK NORTH EAST ON STREET THENCE ONE BLOCK NORTH WEST ON
 MA0520'STREET THENCE 1/2 BLOCK NORTH EAST TO AN ALLEY THENCE SOUTH
 MA0520'EAST ON ALLEY AND UPHILL TO MONUMENT AND BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3644 ***********************************************************************
 KV3644  DESIGNATION -  DUBLIN LUTHERAN CHURCH SPIRE
 KV3644  PID         -  KV3644
 KV3644  STATE/COUNTY-  PA/BUCKS
 KV3644  USGS QUAD   -  DOYLESTOWN (1992)
 KV3644
 KV3644                         *CURRENT SURVEY CONTROL
 KV3644  ___________________________________________________________________
 KV3644* NAD 83(1992)-  40 22 12.54236(N)    075 12 00.31471(W)     ADJUSTED  
 KV3644* NAVD 88     -                                                        
 KV3644  ___________________________________________________________________
 KV3644  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 KV3644  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KV3644
 KV3644  HORZ ORDER  -  THIRD
 KV3644
 KV3644.The horizontal coordinates were established by classical geodetic methods
 KV3644.and adjusted by the National Geodetic Survey in June 2002..
 KV3644
 KV3644
 KV3644.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3644
 KV3644.The geoid height was determined by GEOID03.
 KV3644
 KV3644;                    North         East     Units Scale Factor Converg.
 KV3644;SPC PA S     -   118,249.064   816,527.938   MT  0.99996048   +1 39 15.7
 KV3644;SPC PA S     -   387,955.47  2,678,892.08   sFT  0.99996048   +1 39 15.7
 KV3644;UTM  18      - 4,468,860.850   483,013.170   MT  0.99960355   -0 07 46.6
 KV3644
 KV3644                          SUPERSEDED SURVEY CONTROL
 KV3644
 KV3644  NAD 83(1996)-  40 22 12.54196(N)    075 12 00.31497(W) AD(       ) 4
 KV3644  NAD 83(1986)-  40 22 12.53924(N)    075 12 00.31831(W) AD(       ) 4
 KV3644  NAD 27      -  40 22 12.16200(N)    075 12 01.68700(W) AD(       ) 3
 KV3644
 KV3644.Superseded values are not recommended for survey control.
 KV3644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3644.See file dsdata.txt to determine how the superseded data were derived.
 KV3644
 KV3644_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8301368861(NAD 83)
 KV3644_MARKER: 90 = CHURCH SPIRE
 KV3644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3644+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2003
 KV3644
 KV3644  HISTORY     - Date     Condition        Report By
 KV3644  HISTORY     - 1942     FIRST OBSERVED   CGS
 KV3644  HISTORY     - 19950901 GOOD             USPSQD
 KV3644  HISTORY     - 19970309 GOOD             USPSQD
 KV3644  HISTORY     - 20030102 GOOD             USPSQD
 KV3644
 KV3644                          STATION DESCRIPTION
 KV3644
 KV3644'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV3644'THIS INTERSECTION STATION IS THE DUBLIN LUTHERAN CHURCH SPIRE.  IT IS
 KV3644'ON THE NE SIDE OF STATE HIGHWAY 113 IN THE VILLAGE OF DUBLIN.  THE
 KV3644'SPIRE IS OF WOOD, ATOP A SHUTTERED BELFRY, OVERALL HEIGHT ABOUT 60
 KV3644'FEET.
 KV3644'
 KV3644'THE POINT OBSERVED UPON WAS THE TIP OF THE SPIRE.
 KV3644
 KV3644                          STATION RECOVERY (1995)
 KV3644
 KV3644'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3644'RECOVERED IN GOOD CONDITION.
 KV3644
 KV3644                          STATION RECOVERY (1997)
 KV3644
 KV3644'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV3644'RECOVERED IN GOOD CONDITION.
 KV3644
 KV3644                          STATION RECOVERY (2003)
 KV3644
 KV3644'RECOVERY NOTE BY US POWER SQUADRON 2003 (NCS)
 KV3644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3655 ***********************************************************************
 KV3655  DESIGNATION -  DUBLIN MUN TANK
 KV3655  PID         -  KV3655
 KV3655  STATE/COUNTY-  PA/BUCKS
 KV3655  USGS QUAD   -  DOYLESTOWN (1992)
 KV3655
 KV3655                         *CURRENT SURVEY CONTROL
 KV3655  ___________________________________________________________________
 KV3655* NAD 83(1992)-  40 22 18.34459(N)    075 12 18.85466(W)     ADJUSTED  
 KV3655* NAVD 88     -                                                        
 KV3655  ___________________________________________________________________
 KV3655  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 KV3655  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KV3655
 KV3655  HORZ ORDER  -  THIRD
 KV3655
 KV3655.The horizontal coordinates were established by classical geodetic methods
 KV3655.and adjusted by the National Geodetic Survey in June 2002..
 KV3655.No horizontal observational check was made to the station.
 KV3655
 KV3655
 KV3655.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3655
 KV3655.The geoid height was determined by GEOID03.
 KV3655
 KV3655;                    North         East     Units Scale Factor Converg.
 KV3655;SPC PA S     -   118,415.337   816,085.587   MT  0.99996044   +1 39 03.7
 KV3655;SPC PA S     -   388,500.98  2,677,440.80   sFT  0.99996044   +1 39 03.7
 KV3655;UTM  18      - 4,469,040.749   482,576.367   MT  0.99960374   -0 07 58.6
 KV3655
 KV3655                          SUPERSEDED SURVEY CONTROL
 KV3655
 KV3655  NAD 83(1996)-  40 22 18.34414(N)    075 12 18.85481(W) AD(       ) 4
 KV3655  NAD 83(1986)-  40 22 18.34130(N)    075 12 18.85840(W) AD(       ) 4
 KV3655  NAD 27      -  40 22 17.96315(N)    075 12 20.23050(W) AD(       ) 3
 KV3655
 KV3655.Superseded values are not recommended for survey control.
 KV3655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3655.See file dsdata.txt to determine how the superseded data were derived.
 KV3655
 KV3655_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8257669041(NAD 83)
 KV3655_MARKER: 53 = ELEVATED TANK
 KV3655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3655+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2003
 KV3655
 KV3655  HISTORY     - Date     Condition        Report By
 KV3655  HISTORY     - 1974     FIRST OBSERVED   PHELCO
 KV3655  HISTORY     - 19950901 GOOD             USPSQD
 KV3655  HISTORY     - 19991229 GOOD             USPSQD
 KV3655  HISTORY     - 20030102 GOOD             USPSQD
 KV3655
 KV3655                          STATION DESCRIPTION
 KV3655
 KV3655'DESCRIBED BY PHILADELPHIA ELECTRIC COMPANY 1974
 KV3655'THE STATION IS LOCATED IN THE BORO OF DUBLIN, BUCKS CO., APPROX.
 KV3655'5.8 MI. N.W. OF DOYLESTOWN.  IT IS APPROX. 400 FT. S.W. OF PA. RTE.
 KV3655'313 AND APPROX. 350 FT. N.W. OF MILL ST. AT THE REAR OF DUDLEY
 KV3655'SPORTS CO.  IT IS A FOUR-LEGGED STRUCTURE, APPROX. 100 FEET HIGH.
 KV3655'THE LEGS ARE PAINTED LIGHT BLUE GREEN AND THE TANK SILVER.  IT
 KV3655'SHOULD NOT BE CONFUSED WITH AN OLDER, LOWER TANK SITUATE N.E. OF
 KV3655'RTE. 313.
 KV3655
 KV3655                          STATION RECOVERY (1995)
 KV3655
 KV3655'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3655'RECOVERED IN GOOD CONDITION.
 KV3655
 KV3655                          STATION RECOVERY (1999)
 KV3655
 KV3655'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV3655'RECOVERED IN GOOD CONDITION.
 KV3655
 KV3655                          STATION RECOVERY (2003)
 KV3655
 KV3655'RECOVERY NOTE BY US POWER SQUADRON 2003 (NCS)
 KV3655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2273 ***********************************************************************
 MA2273  DESIGNATION -  DUBOIS
 MA2273  PID         -  MA2273
 MA2273  STATE/COUNTY-  PA/CLEARFIELD
 MA2273  USGS QUAD   -  FALLS CREEK (1994)
 MA2273
 MA2273                         *CURRENT SURVEY CONTROL
 MA2273  ___________________________________________________________________
 MA2273* NAD 83(1992)-  41 07 44.21344(N)    078 45 06.28776(W)     ADJUSTED  
 MA2273* NAVD 88     -       468.7    (meters)    1538.     (feet)  VERTCON   
 MA2273  ___________________________________________________________________
 MA2273  X           -     938,535.754 (meters)                     COMP
 MA2273  Y           -  -4,719,089.687 (meters)                     COMP
 MA2273  Z           -   4,173,507.706 (meters)                     COMP
 MA2273  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 MA2273  ELLIP HEIGHT-         436.90  (meters)          (06/21/02) GPS OBS
 MA2273  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 MA2273
 MA2273  HORZ ORDER  -  FIRST
 MA2273  ELLP ORDER  -  FOURTH    CLASS I
 MA2273
 MA2273.The horizontal coordinates were established by classical geodetic methods
 MA2273.and adjusted by the National Geodetic Survey in June 2002..
 MA2273
 MA2273.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2273
 MA2273.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MA2273
 MA2273.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2273
 MA2273.The ellipsoidal height was determined by GPS observations
 MA2273.and is referenced to NAD 83.
 MA2273
 MA2273.The geoid height was determined by GEOID03.
 MA2273
 MA2273;                    North         East     Units Scale Factor Converg.
 MA2273;SPC PA N     -   107,351.213   515,886.782   MT  0.99996945   -0 39 45.7
 MA2273;SPC PA N     -   352,201.44  1,692,538.55   sFT  0.99996945   -0 39 45.7
 MA2273;UTM  17      - 4,555,507.783   688,719.188   MT  1.00003834   +1 28 45.3
 MA2273
 MA2273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2273!SPC PA N     -   0.99993147  x   0.99996945  =   0.99990093
 MA2273!UTM  17      -   0.99993147  x   1.00003834  =   0.99996981
 MA2273
 MA2273|---------------------------------------------------------------------|
 MA2273| PID    Reference Object                     Distance      Geod. Az  |
 MA2273|                                                           dddmmss.s |
 MA2273| CJ9700 DUBOIS RM 1                          25.011 METERS 07801     |
 MA2273| MA2266 CHICAGO NEW YORK AIRWAY BCN 47      APPROX. 5.9 KM 1761353.2 |
 MA2273| MA2286 DUBOIS 1938 AZ MK                   APPROX. 2.4 KM 2461057.1 |
 MA2273| CJ9701 DUBOIS RM 2                          24.413 METERS 34520     |
 MA2273|---------------------------------------------------------------------|
 MA2273
 MA2273                          SUPERSEDED SURVEY CONTROL
 MA2273
 MA2273  NAD 83(1986)-  41 07 44.21405(N)    078 45 06.28988(W) AD(       ) 1
 MA2273  NAD 27      -  41 07 43.99400(N)    078 45 07.18600(W) AD(       ) 1
 MA2273  NGVD 29 (07/19/86)  468.8    (m)         1538.     (f) VERT ANG       
 MA2273
 MA2273.Superseded values are not recommended for survey control.
 MA2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2273.See file dsdata.txt to determine how the superseded data were derived.
 MA2273
 MA2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF8871955508(NAD 83)
 MA2273_MARKER: DS = TRIANGULATION STATION DISK
 MA2273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2273_SP_SET: SQUARE CONCRETE MONUMENT
 MA2273_STAMPING: DUBOIS 1938
 MA2273_MARK LOGO: CGS   
 MA2273_MAGNETIC: N = NO MAGNETIC MATERIAL
 MA2273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA2273+STABILITY: SURFACE MOTION
 MA2273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA2273+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1988
 MA2273
 MA2273  HISTORY     - Date     Condition        Report By
 MA2273  HISTORY     - 1938     MONUMENTED       CGS
 MA2273  HISTORY     - 1938     GOOD             CGS
 MA2273  HISTORY     - 1959     SEE DESCRIPTION  CGS
 MA2273  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MA2273  HISTORY     - 19881003 GOOD             NGS
 MA2273
 MA2273                          STATION DESCRIPTION
 MA2273
 MA2273'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 MA2273'STATION IS ON FIRST PROMINENT HILL N OF CITY OF DUBOIS ABOUT 3/4 MILE
 MA2273'N OF MAIN BUSINESS DISTRICT, ON PROPERTY OWNED BY DUBOIS
 MA2273'ESTATE, MARK IS SET IN A 10- BY 10-INCH CONCRETE BLOCK PROJECTING
 MA2273'ABOUT 2 INCHES ABOVE GROUND IS STAMPED DUBOIS 1938, IS 34
 MA2273'FEET S OF A 14-INCH APPLE TREE, 17 FEET W OF A 14-INCH APPLE TREE, 35
 MA2273'FEET E OF A 20-INCH APPLE TREE, 71.7 FEET W OF NW CORNER OF JOHN
 MA2273'DUBOIS MONUMENT.
 MA2273'
 MA2273'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 MA2273'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 MA2273'
 MA2273'REFERENCE MARK NO. 1 IS E OF STATION AND IS STAMPED RM NO 1- DUBOIS
 MA2273'1938.  REFERENCE MARK NO. 2 IS NW OF STATION AND IS STAMPED RM NO
 MA2273'2-DUBOIS 1938.
 MA2273'
 MA2273'AZIMUTH MARK IS ON A PROMINENT HILL 1.5 MILES SW OF STATION, 3.5 FEET
 MA2273'N OF DUBOIS CITY RESERVOIR FENCE, 27 FEET S OF CENTER LINE OF
 MA2273'ROAD, 102 FEET E OF W CORNER OF RESERVOIR FENCE, MARK IS SET IN A
 MA2273'10-BY 10-INCH CONCRETE BLOCK PROJECTING 8 INCHES ABOVE GROUND AND IS
 MA2273'STAMPED DUBOIS 1938.  TO REACH AZIMUTH MARK FROM KENDALL GAS STATION
 MA2273'AT CORNER OF MAIN AND LONG AVE., GO W ON MAIN ST. 0.35 MILE TO DIRT
 MA2273'ROAD TO R., TURN R AND GO 0.45 MILE TO RESERVOIR AND AZIMUTH.
 MA2273'
 MA2273'TO REACH STATION, GO N FROM POST OFFICE ON ROUTE 219 ABOUT 0.6 MILE
 MA2273'TO WHERE HIGHWAY TURNS L ACROSS RR TRACKS (THIS IS SECOND RR
 MA2273'CROSSING).  CONTINUE STRAIGHT AHEAD ONE BLOCK, TURN R AND GO TO END
 MA2273'OF STREET, TURN L TO FIRST HOUSE ON R AND TURN R INTO DRIVE JUST
 MA2273'BEYOND THIS HOUSE, FOLLOW ROAD INTO GARDENS ABOUT 100 YARDS TO LARGE
 MA2273'APPLE TREE ON R, TURN SHARP R JUST BEYOND THIS TREE AND PROCEED TO
 MA2273'TOP OF HILL AND STATION.
 MA2273'
 MA2273'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 MA2273
 MA2273                          STATION RECOVERY (1938)
 MA2273
 MA2273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 MA2273'RECOVERED IN GOOD CONDITION.
 MA2273
 MA2273                          STATION RECOVERY (1959)
 MA2273
 MA2273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CGS)
 MA2273'THE STATION MARK, REFERENCE MARK 1, 2 AND THE AZIMUTH MARK WERE
 MA2273'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE DISTANCE AND
 MA2273'DIRECTIONS TO REFERENCE MARK 1 CHECKED THE 1938 DATA.  THE DIRECTION
 MA2273'TO REFERENCE MARK 2 CHECKED THE PREVIOUS DATA.  A LONGER
 MA2273'MEASUREMENT OF 0.009 METERS WAS NOTED TO THE MARK.  THIS MEASUREMENT
 MA2273'WAS DOUBLE CHECKED IN THE FIELD AND IS BELIEVED TO BE CORRECT.  THE
 MA2273'DIRECTION TO THE AZIMUTH MARK CHECKED THE 1938 OBSERVATIONS.
 MA2273'
 MA2273'A COMPLETE DESCRIPTION OF THE TO REACH IS AS FOLLOWS-
 MA2273'
 MA2273'TO REACH THE STATION FROM THE POST OFFICE IN DUBOIS, GO NORTH ON U.S.
 MA2273'HIGHWAY 219 FOR 0.6 MILE TO THE JUNCTION OF U.S.  HIGHWAY 219, STATE
 MA2273'HIGHWAY 255.  TURN RIGHT AND GO EAST ON STATE HIGHWAY 255 FOR 0.1
 MA2273'MILE TO THE INTERSECTION OF COLLEGE PL STREET.  TURN LEFT AND GO
 MA2273'NORTH ON COLLEGE PL STREET FOR 0.08 MILE TO A T-INTERSECTION.  TURN
 MA2273'LEFT AND GO WEST ON A PAVED STREET FOR 0.06 MILE TO A CROSS STREET.
 MA2273'TURN RIGHT AND GO NORTH ON A PAVED STREET FOR 0.04 MILE TO A LANE ON
 MA2273'THE RIGHT HAND SIDE OF THE STREET, AT THE NORTH END OF A RAIL FENCE.
 MA2273'TURN RIGHT AND GO EAST ON THE LANE FOR 0.03 MILE, THENCE TURN
 MA2273'LEFT, NORTH, INTO A SHALLOW PIT AND GO THROUGH THE SOUTHEAST CORNER
 MA2273'OF THE PIT, THENCE TURN RIGHT OUT OF THE PIT, UP A STEEP BANK,
 MA2273'THEN GO NORTHEAST UPHILL FOR 0.08 MILE TO THE TOP OF THE HILL AND
 MA2273'STATION, WHICH IS ABOUT 72 FEET WEST OF THE JOHN DUBOIS MONUMENT.
 MA2273'
 MA2273'HEIGHT OF LIGHT ABOVE STATION MARK- 22.00 METERS.
 MA2273
 MA2273                          STATION RECOVERY (1967)
 MA2273
 MA2273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MA2273'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 MA2273'AS DESCRIBED IN THE 1959 DESCRIPTION.  A SHORTER DISTANCE OF 0.009
 MA2273'METERS WAS NOTED TO REFERENCE MARK NO. 2.  THE DIRECTION TO ALL MARKS
 MA2273'WERE CHECKED.
 MA2273'
 MA2273'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3/4 MILE NORTH OF
 MA2273'DUBOIS
 MA2273
 MA2273                          STATION RECOVERY (1988)
 MA2273
 MA2273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 MA2273'THE STATION WAS RECOVERED IN GOOD CONDITION, A COMPLETE DESCRIPTION
 MA2273'FOLLOWS.
 MA2273'THE STATION IS LOCATED ON THE NORTH SIDE OF DUBOIS, NEAR THE SUMMIT OF
 MA2273'MONUMENT HILL.
 MA2273'OWNERSHIP--ROBERT DUBOIS.  PHONE 814-371-3952.
 MA2273'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND
 MA2273'STATE HIGHWAY 255, ABOUT 3.2 KM (2.00 MI) EAST-NORTHEAST OF DUBOIS, GO
 MA2273'SOUTHWEST ON HIGHWAY 255 FOR 2.1 KM (1.30 MI) TO A CROSSROAD, SHAFFER
 MA2273'AVENUE.  CONTINUE WEST FOR 1.7 KM (1.05 MI) TO A CROSSROAD, DIVISION
 MA2273'STREET.  CONTINUE WEST FOR 0.5 KM (0.30 MI) TO A SIDE STREET, COLLEGE
 MA2273'PLACE, ON THE RIGHT.  TURN RIGHT AND GO NORTH FOR 0.2 KM (0.10 MI) TO
 MA2273'A T-JUNCTION.  TURN LEFT AND GO WEST FOR 0.1 KM (0.05 MI) TO NORTH
 MA2273'FOURTH STREET.  TURN RIGHT AND GO NORTH FOR 0.1 KM (0.05 MI) TO A
 MA2273'GRAVEL ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST FOR 0.1 KM
 MA2273'(0.05 MI) TO A GRAVEL ROAD TO THE LEFT, A GRAVEL DRIVE CURVING TO THE
 MA2273'RIGHT AND DOWNHILL, AND TWO TRACK ROADS IN BETWEEN.  TAKE THE LEFT
 MA2273'TRACK ROAD AND GO UPHILL TO THE NORTHEAST FOR ABOUT 50 METERS TO A
 MA2273'FORK.  BEAR RIGHT AND GO EAST FOR ABOUT 30 METERS TO A CLEARED AREA.
 MA2273'CONTINUE STRAIGHT AHEAD AND GO EAST FOR ABOUT 20 METERS ON THE TRACK
 MA2273'ROAD TO A DIM CROSS TRAIL.  THE STATION IS ABOUT 8 M (26.2 FT)
 MA2273'SOUTHEAST OF THE TRAIL CROSSING.
 MA2273'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 MA2273'MONUMENT 32 CM ON A SIDE PROJECTING 5 CM ABOVE GROUND.  LOCATED 21.0 M
 MA2273'(68.9 FT) NORTHWEST FROM THE SOUTHWEST CORNER OF A CHAINLINK FENCE
 MA2273'AROUND THE JOHN DUBOIS MONUMENT, 15.0 M (49.2 FT) WEST-NORTHWEST FROM
 MA2273'THE NORTHWEST CORNER OF THE CHAINLINK FENCE, 6.8 M (22.3 FT) SOUTH
 MA2273'FROM THE CENTER OF THE TRACK ROAD, AND 5.5 M (18.0 FT) EAST FROM THE
 MA2273'TRAIL.
 MA2273'DESCRIBED BY G.A. MEANS, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2286 ***********************************************************************
 MA2286  DESIGNATION -  DUBOIS 1938 AZ MK
 MA2286  PID         -  MA2286
 MA2286  STATE/COUNTY-  PA/CLEARFIELD
 MA2286  USGS QUAD   -  DU BOIS (1994)
 MA2286
 MA2286                         *CURRENT SURVEY CONTROL
 MA2286  ___________________________________________________________________
 MA2286* NAD 83(1992)-  41 07 12.31497(N)    078 46 41.81483(W)     ADJUSTED  
 MA2286* NAVD 88     -       488.8    (meters)    1604.     (feet)  VERTCON   
 MA2286  ___________________________________________________________________
 MA2286  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 MA2286  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 MA2286
 MA2286  HORZ ORDER  -  SECOND
 MA2286
 MA2286.The horizontal coordinates were established by classical geodetic methods
 MA2286.and adjusted by the National Geodetic Survey in June 2002..
 MA2286
 MA2286.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2286
 MA2286.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2286
 MA2286.The geoid height was determined by GEOID03.
 MA2286
 MA2286;                    North         East     Units Scale Factor Converg.
 MA2286;SPC PA N     -   106,393.388   513,647.126   MT  0.99997023   -0 40 48.9
 MA2286;SPC PA N     -   349,058.97  1,685,190.61   sFT  0.99997023   -0 40 48.9
 MA2286;UTM  17      - 4,554,466.858   686,516.754   MT  1.00002817   +1 27 41.4
 MA2286
 MA2286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2286!SPC PA N     -   0.99992841  x   0.99997023  =   0.99989864
 MA2286!UTM  17      -   0.99992841  x   1.00002817  =   0.99995657
 MA2286
 MA2286:                Primary Azimuth Mark                     Grid Az
 MA2286:SPC PA N     -  DUBOIS                                   066 50 43.1
 MA2286:UTM  17      -  DUBOIS                                   064 42 12.8
 MA2286
 MA2286|---------------------------------------------------------------------|
 MA2286| PID    Reference Object                     Distance      Geod. Az  |
 MA2286|                                                           dddmmss.s |
 MA2286| MA2273 DUBOIS                              APPROX. 2.4 KM 0660954.2 |
 MA2286|---------------------------------------------------------------------|
 MA2286
 MA2286                          SUPERSEDED SURVEY CONTROL
 MA2286
 MA2286  NAD 83(1986)-  41 07 12.31549(N)    078 46 41.81739(W) AD(       ) 2
 MA2286  NAD 27      -  41 07 12.09210(N)    078 46 42.71110(W) AD(       ) 2
 MA2286  NGVD 29 (07/19/86)  488.9    (m)         1604.     (f) VERT ANG       
 MA2286
 MA2286.Superseded values are not recommended for survey control.
 MA2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2286.See file dsdata.txt to determine how the superseded data were derived.
 MA2286
 MA2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF8651754467(NAD 83)
 MA2286
 MA2286  HISTORY     - Date     Condition        Report By
 MA2286  HISTORY     - 1938     MONUMENTED       CGS
 MA2286  HISTORY     - 1959     SEE DESCRIPTION  CGS
 MA2286  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MA2286  HISTORY     - 1968     SEE DESCRIPTION  CGS
 MA2286
 MA2286                          STATION DESCRIPTION
 MA2286
 MA2286'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 MA2286'THE MARK WAS ESTABLISHED IN THE YEAR OF 1938 AS AN AZIMUTH MARK TO
 MA2286'TRIANGULATION STATION DUBOIS.  ON THIS DATE THE MARK WAS RECOVERED
 MA2286'AND USED AS A STATION.  IS IS LOCATED IN THE WEST EDGE OF THE CITY OF
 MA2286'DUBOIS AND ON A PROMINENT HILL JUST NORTH OF THE CITY RESERVOIR.
 MA2286'
 MA2286'TO REACH THE STATION FROM THE POST OFFICE IN DUBOIS, GO SOUTH ON U.S.
 MA2286'HIGHWAY 219 AND NORTH BRADY STREET FOR 0.22 MILE TO THE
 MA2286'INTERSECTION OF LONG AVENUE.  TURN RIGHT AND GO WEST ON LONG AVENUE
 MA2286'FOR 0.34 MILE TO A TRAFFIC LIGHT, THE INTERSECTION OF SOUTH
 MA2286'MAIN STREET AND LONG AVENUE.  TURN LEFT AND GO SOUTH ON SOUTH MAIN
 MA2286'STREET FOR 0.34 MILE TO THE INTERSECTION OF SOUTH MAIN STREET AND
 MA2286'RUMBURGER AVENUE.  TURN RIGHT AND GO WEST ON RUMBURGER AVENUE FOR
 MA2286'0.49 MILE TO THE TOP OF THE HILL, A RESERVOIR AND THE STATION ON THE
 MA2286'LEFT, SOUTH, SIDE OF THE STREET.
 MA2286'
 MA2286'THE STATION, A STANDARD AZIMUTH DISK STAMPED DUBOIS 1938, IS SET IN
 MA2286'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6
 MA2286'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 100.60 FEET EAST OF
 MA2286'THE NORTHWEST CORNER OF THE FENCE AROUND AROUND THE RESERVOIR, 76
 MA2286'FEET SOUTH OF THE SOUTHWEST CORNER OF A HOUSE, NO 512, 31 FEET SOUTH
 MA2286'OF THE CENTER OF A GRAVELED STREET, APPROXIMATELY 30 FEET
 MA2286'NORTH OF THE NORTH SIDE OF A RESERVOIR AND 1 FOOT NORTH OF THE EAST
 MA2286'AND WEST FENCE LINE AROUND THE RESERVOIR.  NOTE 16A
 MA2286'
 MA2286'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 MA2286
 MA2286                          STATION RECOVERY (1967)
 MA2286
 MA2286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MA2286'STATION RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN 1959.  THE
 MA2286'STATION WAS NOT OCCUPIED AT THIS TIME.
 MA2286'
 MA2286'AIRLINE DISTANCE AND DIRECTION FORM NEAREST TOWN- 1 MILE WEST OF
 MA2286'DUBOIS.
 MA2286
 MA2286                          STATION RECOVERY (1968)
 MA2286
 MA2286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA2286'THE MARK, ALL MEASUREMENTS AND DIRECTIONS, AND THE TO REACH WERE
 MA2286'RECOVERED AS DESCRIBED BY C. G. SILVER IN 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2049 ***********************************************************************
 KX2049  DESIGNATION -  DUCATO
 KX2049  PID         -  KX2049
 KX2049  STATE/COUNTY-  PA/WASHINGTON
 KX2049  USGS QUAD   -  CALIFORNIA (1979)
 KX2049
 KX2049                         *CURRENT SURVEY CONTROL
 KX2049  ___________________________________________________________________
 KX2049* NAD 83(1992)-  40 07 12.94459(N)    079 57 51.36229(W)     ADJUSTED  
 KX2049* NAVD 88     -       442.3    (meters)    1451.     (feet)  VERTCON   
 KX2049  ___________________________________________________________________
 KX2049  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 KX2049  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KX2049
 KX2049  HORZ ORDER  -  SECOND
 KX2049
 KX2049.The horizontal coordinates were established by classical geodetic methods
 KX2049.and adjusted by the National Geodetic Survey in June 2002..
 KX2049
 KX2049.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2049
 KX2049.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2049
 KX2049.The geoid height was determined by GEOID03.
 KX2049
 KX2049;                    North         East     Units Scale Factor Converg.
 KX2049;SPC PA S     -    89,742.470   411,271.606   MT  0.99997604   -1 26 11.8
 KX2049;SPC PA S     -   294,430.09  1,349,313.59   sFT  0.99997604   -1 26 11.8
 KX2049;UTM  17      - 4,441,619.366   588,255.364   MT  0.99969588   +0 40 02.9
 KX2049
 KX2049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2049!SPC PA S     -   0.99993583  x   0.99997604  =   0.99991188
 KX2049!UTM  17      -   0.99993583  x   0.99969588  =   0.99963173
 KX2049
 KX2049|---------------------------------------------------------------------|
 KX2049| PID    Reference Object                     Distance      Geod. Az  |
 KX2049|                                                           dddmmss.s |
 KX2049| CW9727 DUCATO RM 2                          16.339 METERS 00411     |
 KX2049| CW9726 DUCATO RM 1                          16.628 METERS 11646     |
 KX2049| KY3110 HILLSBORO                           APPROX. 9.7 KM 2483521.5 |
 KX2049|---------------------------------------------------------------------|
 KX2049
 KX2049                          SUPERSEDED SURVEY CONTROL
 KX2049
 KX2049  NAD 83(1995)-  40 07 12.94192(N)    079 57 51.36532(W) AD(       ) 2
 KX2049  NAD 83(1986)-  40 07 12.94658(N)    079 57 51.36975(W) AD(       ) 2
 KX2049  NAD 27      -  40 07 12.69040(N)    079 57 52.18550(W) AD(       ) 2
 KX2049  NGVD 29 (07/19/86)  442.5    (m)         1452.     (f) VERT ANG       
 KX2049
 KX2049.Superseded values are not recommended for survey control.
 KX2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2049.See file dsdata.txt to determine how the superseded data were derived.
 KX2049
 KX2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE8825541619(NAD 83)
 KX2049_MARKER: DS = TRIANGULATION STATION DISK
 KX2049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2049
 KX2049  HISTORY     - Date     Condition        Report By
 KX2049  HISTORY     - 1961     MONUMENTED       CGS
 KX2049
 KX2049                          STATION DESCRIPTION
 KX2049
 KX2049'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 KX2049'THE STATION IS LOCATED ON A HIGH PROMINENT HOODED HILL ABOUT 2.5
 KX2049'MILES EAST OF BENTLYVILLE, 4.0 MILES WEST-SOUTHWEST OF CHARLEROI,
 KX2049'5.0 MILES WEST OF BELLE VERNON AND ON PROPERTY OWNED BY MR. JOHN
 KX2049'DUCATO.
 KX2049'
 KX2049'TO REACH THE STATION FROM THE FIRE DEPARTMENT IN BENTLEYVILLE, GO
 KX2049'NORTH AND EAST ON STATE HIGHWAY 71 FOR 0.35 MILE TO A Y-FORK, KEEP
 KX2049'THE RIGHT FORK LEAVING HIGHWAY 71 AND GO EAST ON THE PAVED ROAD FOR
 KX2049'1.42 MILES TO A GRAVELED SIDE ROAD RIGHT, TURN RIGHT, GO SOUTH
 KX2049'UP HILL ON THE GRAVELED ROAD FOR 0.7 MILE TO A SIDE ROAD LEFT WITH A
 KX2049'LOCKED CABLE ACROSS THE ROAD, THE KEY CAN BE OBTAINED FROM MR.
 KX2049'RALPH ROZZI OF 230 BOW STREET IN STOCKDALE, PENNSYLVANIA.  TURN LEFT
 KX2049'AND GO EAST ON THE GRAVELED ROAD FOR 0.15 MILE TO A PICNIC AREA AT
 KX2049'THE EDGE OF THE WOODS AND THE END OF VEHICLE TRAVEL.  PACK EASTERLY
 KX2049'UP THE WOODED HILL FOR ABOUT 0.1 MILE TO A NORTH AND SOUTH FENCE LINE
 KX2049'AND THE STATION AS DESCRIBED.
 KX2049'
 KX2049'THE STATION MARK, IS A STANDARD DISK STAMPED DUCATO 1961, SET IN TOP
 KX2049'OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH ABOVE THE
 KX2049'GROUND SURFACE.  IT IS 4.8 FEET WEST OF A METAL WITNESS POST AND
 KX2049'MARKER, 36.4 FEET WEST-SOUTHWEST OF A 20-INCH TRIANGULAR BLAZED
 KX2049'MAPLE TREE, 43.5 FEET EAST-SOUTHEAST OF A NORTH AND SOUTH FENCE LINE
 KX2049'AND IS ABOUT 2 FEET LOWER THAN THE HIGHEST PART OF THE HILL.
 KX2049'
 KX2049'REFERENCE MARK 1, IS A STANDARD DISK STAMPED DUCATO NO 1 1961, SET IN
 KX2049'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS 2 INCHES BELOW THE
 KX2049'GROUND SURFACE.  IT IS 37.0 FEET SOUTH-SOUTHEAST OF THE 20-INCH
 KX2049'TRIANGULAR BLAZED MAPLE TREE, 50.3 FEET EAST-SOUTHEAST OF THE
 KX2049'WITNESS POST, 98.0 FEET EAST-SOUTHEAST OF THE NORTH AND SOUTH FENCE
 KX2049'LINE AND IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 KX2049'
 KX2049'REFERENCE MARK 2, IS A STANDARD DISK STAMPED DUCATO NO 2 1961, SET IN
 KX2049'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS 2 INCHES BELOW THE
 KX2049'GROUND SURFACE.  IT IS 36.0 FEET EAST OF THE NORTH AND SOUTH FENCE
 KX2049'LINE, 53.0 FEET NORTHEAST OF THE 20-INCH TRIANGULAR BLAZED MAPLE
 KX2049'TREE, 53.6 FEET NORTH OF THE WITNESS POST AND IS ABOUT 5.0 FEET LOWER
 KX2049'THAN THE STATION MARK.
 KX2049'
 KX2049'HEIGHT OF LIGHT ABOVE STATION MARK 22.26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9263 ***********************************************************************
 AA9263  SACS        -  This is a Secondary Airport Control Station.
 AA9263  DESIGNATION -  DUJ AP STA A
 AA9263  PID         -  AA9263
 AA9263  STATE/COUNTY-  PA/JEFFERSON
 AA9263  USGS QUAD   -  HAZEN (1994)
 AA9263
 AA9263                         *CURRENT SURVEY CONTROL
 AA9263  ___________________________________________________________________
 AA9263* NAD 83(1992)-  41 10 53.24356(N)    078 53 22.68705(W)     ADJUSTED  
 AA9263* NAVD 88     -       553.16   (meters)    1814.8    (feet)  GPS OBS   
 AA9263  ___________________________________________________________________
 AA9263  X           -     926,448.623 (meters)                     COMP
 AA9263  Y           -  -4,717,630.627 (meters)                     COMP
 AA9263  Z           -   4,177,953.851 (meters)                     COMP
 AA9263  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 AA9263  ELLIP HEIGHT-         520.73  (meters)          (08/09/01) GPS OBS
 AA9263  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 AA9263
 AA9263  HORZ ORDER  -  FIRST
 AA9263  ELLP ORDER  -  FOURTH    CLASS II
 AA9263
 AA9263.This mark is at Du Bois-Jefferson County Airport (DUJ)
 AA9263
 AA9263.The horizontal coordinates were established by GPS observations
 AA9263.and adjusted by the National Geodetic Survey in April 1998..
 AA9263
 AA9263.The orthometric height was determined by GPS observations and a
 AA9263.high-resolution geoid model.
 AA9263
 AA9263.GPS derived orthometric heights for airport stations designated as
 AA9263.PACS or SACS are published to 2 decimal places.  This maintains
 AA9263.centimeter relative accuracy between the PACS and SACS.  It does
 AA9263.not indicate centimeter accuracy relative to other marks which are
 AA9263.part of the NAVD 88 network.
 AA9263
 AA9263.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9263
 AA9263.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9263
 AA9263.The ellipsoidal height was determined by GPS observations
 AA9263.and is referenced to NAD 83.
 AA9263
 AA9263.The geoid height was determined by GEOID03.
 AA9263
 AA9263;                    North         East     Units Scale Factor Converg.
 AA9263;SPC PA N     -   113,325.064   504,386.098   MT  0.99996528   -0 45 14.1
 AA9263;SPC PA N     -   371,800.65  1,654,806.72   sFT  0.99996528   -0 45 14.1
 AA9263;UTM  17      - 4,561,047.670   677,002.652   MT  0.99998560   +1 23 23.7
 AA9263
 AA9263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9263!SPC PA N     -   0.99991833  x   0.99996528  =   0.99988361
 AA9263!UTM  17      -   0.99991833  x   0.99998560  =   0.99990393
 AA9263
 AA9263:                Primary Azimuth Mark                     Grid Az
 AA9263:SPC PA N     -  DUJ ARP                                  243 09 05.9
 AA9263:UTM  17      -  DUJ ARP                                  241 00 28.1
 AA9263
 AA9263|---------------------------------------------------------------------|
 AA9263| PID    Reference Object                     Distance      Geod. Az  |
 AA9263|                                                           dddmmss.s |
 AA9263| MA2386 DUJ ARP                             APPROX. 0.7 KM 2422351.8 |
 AA9263|---------------------------------------------------------------------|
 AA9263
 AA9263                          SUPERSEDED SURVEY CONTROL
 AA9263
 AA9263  ELLIP H (04/02/98)  520.92   (m)                       GP(       ) 4 2
 AA9263  NAD 83(1993)-  41 10 53.24394(N)    078 53 22.68716(W) AD(       ) 1
 AA9263  ELLIP H (11/30/95)  520.91   (m)                       GP(       ) 4 2
 AA9263
 AA9263.Superseded values are not recommended for survey control.
 AA9263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9263.See file dsdata.txt to determine how the superseded data were derived.
 AA9263
 AA9263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF7700361048(NAD 83)
 AA9263_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA9263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9263_STAMPING: AP 1964 STA A
 AA9263_MARK LOGO: CGS   
 AA9263_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9263+STABILITY: SURFACE MOTION
 AA9263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9263+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1996
 AA9263
 AA9263  HISTORY     - Date     Condition        Report By
 AA9263  HISTORY     - 1964     MONUMENTED       CGS
 AA9263  HISTORY     - 19910925 GOOD             NGS
 AA9263  HISTORY     - 19940903 GOOD             NGS
 AA9263  HISTORY     - 19960829 GOOD             NGS
 AA9263
 AA9263                          STATION DESCRIPTION
 AA9263
 AA9263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AA9263'STATION IS LOCATED NEAR RUNWAY END 25, 189.6 FT (57.8 M) EAST OF THE
 AA9263'FIRST RUNWAY LIGHT, 125.0 FT (38.1 M) SE OF THE RUNWAY CENTERLINE END,
 AA9263'68.3 FT (20.8 M) SOUTH OF THRESHOLD LIGHT NO H-1, AND 75.0 FT (22.9 M)
 AA9263'SE OF THE SE CORNER OF THE RUNWAY.  THE MARK IS A STANDARD TOPOGRAPHIC
 AA9263'DISK STAMPED,---AP 1964 STA A---, SET IN THE TOP OF A CONCRETE POST
 AA9263'FLUSH WITH THE GROUND.
 AA9263
 AA9263                          STATION RECOVERY (1994)
 AA9263
 AA9263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DJA)
 AA9263'THE STAION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTHWEST OF DUBOIS, AT
 AA9263'THE DUBOIS-JEFFERSON COUNTY AIRPORT, NEAR RUNWAY END 25.
 AA9263'OWNERSHIP--JEFFERSON COUNTY.  P.O.  BOX 299 FALLS CREEK, PA 15840.
 AA9263'CONTACT ROBERT W.  SHAFFER, MANAGER.  PHONE 814-328-5311.
 AA9263' 
 AA9263'LOCATED 189.6 FT (57.8 M) EAST OF THE FIRST RUNWAY LIGHT, 125.0 FT
 AA9263'(38.1 M) SOUTHEAST OF THE RUNWAY CENTERLINE END, 68.3 FT (20.8 M)
 AA9263'SOUTH OF THE THRESHOLD LIGHT NO.  H-1, 75.0 FT (22.9 M) SOUTHEAST OF
 AA9263'THE SOUTHEAST CORNER OF THE RUNWAY.
 AA9263
 AA9263                          STATION RECOVERY (1996)
 AA9263
 AA9263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9263'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9264 ***********************************************************************
 AA9264  SACS        -  This is a Secondary Airport Control Station.
 AA9264  DESIGNATION -  DUJ AP STA B
 AA9264  PID         -  AA9264
 AA9264  STATE/COUNTY-  PA/JEFFERSON
 AA9264  USGS QUAD   -  HAZEN (1994)
 AA9264
 AA9264                         *CURRENT SURVEY CONTROL
 AA9264  ___________________________________________________________________
 AA9264* NAD 83(1992)-  41 10 31.73388(N)    078 54 17.17183(W)     ADJUSTED  
 AA9264* NAVD 88     -       549.47   (meters)    1802.7    (feet)  GPS OBS   
 AA9264  ___________________________________________________________________
 AA9264  X           -     925,285.975 (meters)                     COMP
 AA9264  Y           -  -4,718,301.203 (meters)                     COMP
 AA9264  Z           -   4,177,451.933 (meters)                     COMP
 AA9264  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 AA9264  ELLIP HEIGHT-         517.02  (meters)          (08/09/01) GPS OBS
 AA9264  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 AA9264
 AA9264  HORZ ORDER  -  FIRST
 AA9264  ELLP ORDER  -  FOURTH    CLASS II
 AA9264
 AA9264.This mark is at Du Bois-Jefferson County Airport (DUJ)
 AA9264
 AA9264.The horizontal coordinates were established by GPS observations
 AA9264.and adjusted by the National Geodetic Survey in April 1998..
 AA9264
 AA9264.The orthometric height was determined by GPS observations and a
 AA9264.high-resolution geoid model.
 AA9264
 AA9264.GPS derived orthometric heights for airport stations designated as
 AA9264.PACS or SACS are published to 2 decimal places.  This maintains
 AA9264.centimeter relative accuracy between the PACS and SACS.  It does
 AA9264.not indicate centimeter accuracy relative to other marks which are
 AA9264.part of the NAVD 88 network.
 AA9264
 AA9264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9264
 AA9264.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9264
 AA9264.The ellipsoidal height was determined by GPS observations
 AA9264.and is referenced to NAD 83.
 AA9264
 AA9264.The geoid height was determined by GEOID03.
 AA9264
 AA9264;                    North         East     Units Scale Factor Converg.
 AA9264;SPC PA N     -   112,678.407   503,107.548   MT  0.99996571   -0 45 50.1
 AA9264;SPC PA N     -   369,679.07  1,650,612.01   sFT  0.99996571   -0 45 50.1
 AA9264;UTM  17      - 4,560,353.627   675,749.165   MT  0.99998016   +1 22 47.2
 AA9264
 AA9264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9264!SPC PA N     -   0.99991891  x   0.99996571  =   0.99988462
 AA9264!UTM  17      -   0.99991891  x   0.99998016  =   0.99989907
 AA9264
 AA9264:                Primary Azimuth Mark                     Grid Az
 AA9264:SPC PA N     -  DUJ ARP                                  063 11 22.6
 AA9264:UTM  17      -  DUJ ARP                                  061 02 45.3
 AA9264
 AA9264|---------------------------------------------------------------------|
 AA9264| PID    Reference Object                     Distance      Geod. Az  |
 AA9264|                                                           dddmmss.s |
 AA9264| MA2386 DUJ ARP                             APPROX. 0.7 KM 0622532.5 |
 AA9264|---------------------------------------------------------------------|
 AA9264
 AA9264                          SUPERSEDED SURVEY CONTROL
 AA9264
 AA9264  ELLIP H (04/02/98)  517.21   (m)                       GP(       ) 4 2
 AA9264  NAD 83(1993)-  41 10 31.73426(N)    078 54 17.17194(W) AD(       ) 1
 AA9264  ELLIP H (11/30/95)  517.20   (m)                       GP(       ) 4 2
 AA9264
 AA9264.Superseded values are not recommended for survey control.
 AA9264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9264.See file dsdata.txt to determine how the superseded data were derived.
 AA9264
 AA9264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF7574960354(NAD 83)
 AA9264_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA9264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9264_STAMPING: AP 1964 STA B
 AA9264_MARK LOGO: CGS   
 AA9264_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9264+STABILITY: SURFACE MOTION
 AA9264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9264+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1996
 AA9264
 AA9264  HISTORY     - Date     Condition        Report By
 AA9264  HISTORY     - 1964     MONUMENTED       CGS
 AA9264  HISTORY     - 19910925 GOOD             NGS
 AA9264  HISTORY     - 19940903 GOOD             NGS
 AA9264  HISTORY     - 19960829 GOOD             NGS
 AA9264
 AA9264                          STATION DESCRIPTION
 AA9264
 AA9264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AA9264'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF THE AIRPORT ON THE
 AA9264'SOUTH SIDE OF RUNWAY 7-25, APPROXIMATELY 810 FT (246.9 M) NORTHEAST OF
 AA9264'CL END RWY 7.  THE STATION IS 138.8 FT (42.3 M) SOUTHWEST OF THE FIFTH
 AA9264'RUNWAY LIGHT FROM THE END (R25) , 90.2 FT (27.5 M) EAST OF THE FOURTH
 AA9264'RUNWAY LT.  (R24) FROM THE END, AND 74.7 FT (22.8 M) SOUTHEAST OF THE
 AA9264'SOUTHEAST EDGE OF THE RUNWAY PAVEMENT.  THE STATION IS A STANDARD
 AA9264'TOPOGRAPHIC DISK, STAMPED---AP 1964 STA B---, SET IN THE TOP OF A
 AA9264'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 AA9264
 AA9264                          STATION RECOVERY (1994)
 AA9264
 AA9264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DJA)
 AA9264'THE STAION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTHWEST OF DUBOIS, AT
 AA9264'THE DUBOIS-JEFFERSON COUNTY AIRPORT, IN THE SOUTHWEST SECTION OF THE
 AA9264'AIRPORT ON THE SOUTH SIDE OF THE RUNWAY 7-25.  OWNERSHIP--JEFFERSON
 AA9264'COUNTY.  P.O.  BOX 299 FALLS CREEK, PA 15840.  CONTACT ROBERT W.
 AA9264'SHAFFER, MANAGER.  PHONE 814-328-5311.
 AA9264' 
 AA9264'LOCATED APPROXIMATELY 810 FT (246.9 M) NORTHEAST OF THE CENTERLINE END
 AA9264'OF RUNWAY END 7, 138.8 FT (42.3 M) SOUTHWEST FROM THE FIFTH RUNWAY
 AA9264'LIGHT FROM THE END (R25) , 90.2 FT (27.5 M) EAST FROM THE FOURTH
 AA9264'RUNWAY LIGHT (R26) FROM THE END, 74.7 FT (22.8 M) SOUTHEAST FROM THE
 AA9264'SOUTHEAST EDGE OF THE RUNWAY PAVEMENT.
 AA9264
 AA9264                          STATION RECOVERY (1996)
 AA9264
 AA9264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9264'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2386 ***********************************************************************
 MA2386  CBN         -  This is a Cooperative Base Network Control Station.
 MA2386  PACS        -  This is a Primary Airport Control Station.
 MA2386  DESIGNATION -  DUJ ARP
 MA2386  PID         -  MA2386
 MA2386  STATE/COUNTY-  PA/JEFFERSON
 MA2386  USGS QUAD   -  HAZEN (1994)
 MA2386
 MA2386                         *CURRENT SURVEY CONTROL
 MA2386  ___________________________________________________________________
 MA2386* NAD 83(1992)-  41 10 42.64329(N)    078 53 49.51946(W)     ADJUSTED  
 MA2386* NAVD 88     -       548.61   (meters)    1799.9    (feet)  GPS OBS   
 MA2386  ___________________________________________________________________
 MA2386  X           -     925,875.738 (meters)                     COMP
 MA2386  Y           -  -4,717,959.142 (meters)                     COMP
 MA2386  Z           -   4,177,704.798 (meters)                     COMP
 MA2386  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 MA2386  ELLIP HEIGHT-         516.31  (meters)          (03/28/01) GPS OBS
 MA2386  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 MA2386
 MA2386  HORZ ORDER  -  B
 MA2386  ELLP ORDER  -  THIRD     CLASS II
 MA2386
 MA2386.This mark is at Du Bois-Jefferson County Airport (DUJ)
 MA2386
 MA2386.The horizontal coordinates were established by GPS observations
 MA2386.and adjusted by the National Geodetic Survey in March 1998..
 MA2386
 MA2386.The orthometric height was determined by GPS observations and a
 MA2386.high-resolution geoid model.
 MA2386
 MA2386.GPS derived orthometric heights for airport stations designated as
 MA2386.PACS or SACS are published to 2 decimal places.  This maintains
 MA2386.centimeter relative accuracy between the PACS and SACS.  It does
 MA2386.not indicate centimeter accuracy relative to other marks which are
 MA2386.part of the NAVD 88 network.
 MA2386
 MA2386.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MA2386
 MA2386.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2386
 MA2386.The ellipsoidal height was determined by GPS observations
 MA2386.and is referenced to NAD 83.
 MA2386
 MA2386.The geoid height was determined by GEOID03.
 MA2386
 MA2386;                    North         East     Units Scale Factor Converg.
 MA2386;SPC PA N     -   113,006.349   503,756.469   MT  0.99996549   -0 45 31.8
 MA2386;SPC PA N     -   370,755.00  1,652,741.02   sFT  0.99996549   -0 45 31.8
 MA2386;UTM  17      - 4,560,705.618   676,385.375   MT  0.99998291   +1 23 05.7
 MA2386
 MA2386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2386!SPC PA N     -   0.99991902  x   0.99996549  =   0.99988451
 MA2386!UTM  17      -   0.99991902  x   0.99998291  =   0.99990193
 MA2386
 MA2386:                Primary Azimuth Mark                     Grid Az
 MA2386:SPC PA N     -  DUJ AP STA A                             063 09 06.0
 MA2386:UTM  17      -  DUJ AP STA A                             061 00 28.5
 MA2386
 MA2386|---------------------------------------------------------------------|
 MA2386| PID    Reference Object                     Distance      Geod. Az  |
 MA2386|                                                           dddmmss.s |
 MA2386| AA9263 DUJ AP STA A                        APPROX. 0.7 KM 0622334.2 |
 MA2386| AA9264 DUJ AP STA B                        APPROX. 0.7 KM 2422550.7 |
 MA2386|---------------------------------------------------------------------|
 MA2386
 MA2386                          SUPERSEDED SURVEY CONTROL
 MA2386
 MA2386  ELLIP H (03/24/98)  516.50   (m)                       GP(       ) 4 1
 MA2386  NAD 83(1993)-  41 10 42.64367(N)    078 53 49.51957(W) AD(       ) B
 MA2386  ELLIP H (11/22/95)  516.49   (m)                       GP(       ) 1 1
 MA2386  NAD 83(1986)-  41 10 42.64519(N)    078 53 49.51663(W) AD(       ) 3
 MA2386  NGVD 29 (09/11/89)  548.6    (m)         1800.     (f) GPS OBS        
 MA2386
 MA2386.Superseded values are not recommended for survey control.
 MA2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2386.See file dsdata.txt to determine how the superseded data were derived.
 MA2386
 MA2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF7638560706(NAD 83)
 MA2386_MARKER: DT = TOPOGRAPHIC STATION DISK
 MA2386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2386_SP_SET: CONCRETE POST
 MA2386_STAMPING: ARP 1964
 MA2386_MARK LOGO: CGS   
 MA2386_PROJECTION: FLUSH
 MA2386_MAGNETIC: N = NO MAGNETIC MATERIAL
 MA2386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA2386+STABILITY: SURFACE MOTION
 MA2386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA2386+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 MA2386
 MA2386  HISTORY     - Date     Condition        Report By
 MA2386  HISTORY     - 1964     MONUMENTED       CGS
 MA2386  HISTORY     - 19881014 GOOD             NGS
 MA2386  HISTORY     - 19910925 GOOD             NGS
 MA2386  HISTORY     - 19940903 GOOD             NGS
 MA2386  HISTORY     - 19960829 GOOD             NGS
 MA2386  HISTORY     - 20000413 GOOD             PADT
 MA2386  HISTORY     - 20001001 GOOD             PADT
 MA2386  HISTORY     - 20020730 GOOD             PADT
 MA2386
 MA2386                          STATION DESCRIPTION
 MA2386
 MA2386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 MA2386'THE STATION IS LOCATED ABOUT 14.0 KM (8.70 MI) EAST OF BROOKVILLE,
 MA2386'12.0 KM (7.45 MI) SOUTHWEST OF BROCKWAY, 8.0 KM (4.95 MI) NORTH OF
 MA2386'REYNOLDSVILLE, AT THE DUBOIS-JEFFERSON COUNTY AIRPORT.
 MA2386'OWNERSHIP--CLEARFIELD-JEFFERSON COUNTIES REGIONAL AIRPORT AUTHORITY,
 MA2386'C/O AIRPORT MANAGER, BOB SHAFFER, R.D. 2, BOX 90B, REYNOLDSVILLE PA
 MA2386'15851.  PHONE 814-375-0150.
 MA2386'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND
 MA2386'U.S. HIGHWAY 219, EXIT 16, ABOUT 3.0 KM (1.85 MI) NORTHWEST OF DUBOIS,
 MA2386'GO SOUTHEAST ON HIGHWAY 219 FOR 0.8 KM (0.50 MI) TO THE JUNCTION OF
 MA2386'STATE HIGHWAY 830 ON THE RIGHT.  TURN RIGHT AND GO WEST-NORTHWEST ON
 MA2386'HIGHWAY 830 FOR 10.0 KM (6.20 MI) TO A FORK.  BEAR LEFT AND GO WEST ON
 MA2386'AIRPORT ROAD FOR 1.4 KM (0.85 MI) TO THE AIRPORT ON THE LEFT.  YOU
 MA2386'WILL NEED TO GO INTO THE FIRST OF THREE OFFICE BUILDINGS, BEECHWOODS
 MA2386'FLYING SERVICE, AND SEE THE AIRPORT MANAGER, BOB SHAFFER, TO LET YOU
 MA2386'THROUGH THE ELECTRIC GATE AND ESCORT YOU TO THE STATION.
 MA2386'THE STATION IS A STANDARD CGS DISK, SET IN THE TOP OF A ROUND CONCRETE
 MA2386'MONUMENT 30 CM IN DIAMETER, FLUSH WITH THE GROUND.  LOCATED 22.9 M
 MA2386'(75.1 FT) SOUTHEAST FROM THE RUNWAY, 22.4 M (73.5 FT) EAST FROM THE
 MA2386'FIFTH WHITE RUNWAY LIGHT SOUTHWEST FROM THE JUNCTION OF THE MIDDLE
 MA2386'CONNECTING TAXIWAY AND THE RUNWAY OR FOURTH RUNWAY LIGHT NORTHEAST
 MA2386'FROM THE JUNCTION OF THE NEXT CONNECTING TAXIWAY TO THE SOUTHWEST AND
 MA2386'THE RUNWAY, AND 20.5 M (67.3 FT) SOUTHWEST FROM THE SOUTHEAST POST OF
 MA2386'A ONE METER SQUARE SIGN WITH A 3 ON THE NORTHEAST FACE AND A 2 ON THE
 MA2386'SOUTHWEST FACE.
 MA2386'DESCRIBED BY G.A. MEANS, TYPED BY G.A. MEANS.
 MA2386
 MA2386                          STATION RECOVERY (1991)
 MA2386
 MA2386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MA2386'THE STATION IS LOCATED MIDFIELD OF RUNWAY 7-25 ON THE SOUTH SIDE OF
 MA2386'THE RUNWAY.  THE STATION IS 166.5 FT (50.7 M) SOUTHWEST OF THE FOURTH
 MA2386'RUNWAY LIGHT THAT IS SOUTHWEST OF THE SECOND TAXIWAY ENTRANCE, 72.4 FT
 MA2386'(22.1 M) EAST OF THE FOURTH RUNWAY LIGHT THAT IS NORTHEAST OF THE
 MA2386'THIRD TAXIWAY ENTRANCE, AND 74.8 SOUTHEAST OF THE SOUTHEAST EDGE OF
 MA2386'THE RUNWAY.  THE STATION IS A STANDARD TOPOGRAPHIC DISK, STAMPED---ARP
 MA2386'1964---, SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE
 MA2386'GROUND.  NOTE, 1991 ADDITION - THE STATION IS 67.4 FT (20.5 M) W OF
 MA2386'THE S LEG OF A RUNWAY DISTANCE MARKER SIGN (2/3) .
 MA2386
 MA2386                          STATION RECOVERY (1994)
 MA2386
 MA2386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DJA)
 MA2386'THE STAION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTHWEST OF DUBOIS, AT
 MA2386'THE DUBOIS-JEFFERSON COUNTY AIRPORT, NEAR MIDFIELD OF RUNWAY 7-25 ON
 MA2386'THE SOUTH SIDE OF THE RUNWAY.  OWNERSHIP--JEFFERSON COUNTY.  P.O. BOX
 MA2386'299 FALLS CREEK, PA 15840.  CONTACT ROBERT W.  SHAFFER, MANAGER. PHONE
 MA2386'814-328-5311.  LOCATED 166.5 FT (50.7 M) SOUTHWEST OF THE FOURTH
 MA2386'RUNWAY LIGHT THAT IS SOUTHWEST OF THE SECOND TAXIWAY ENTRANCE, 74.8 FT
 MA2386'(22.8 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE RUNWAY, 72.4 FT (22.1
 MA2386'M) EAST FROM THE FOURTH RUNWAY LIGHT THAT IS NORTHEAST OF THE THIRD
 MA2386'TAXIWAY ENTRANCE.
 MA2386
 MA2386                          STATION RECOVERY (1996)
 MA2386
 MA2386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 MA2386'RECOVERED AS DESCRIBED.
 MA2386
 MA2386                          STATION RECOVERY (2000)
 MA2386
 MA2386'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (TM)
 MA2386'RECOVERED IN GOOD CONDITION.
 MA2386
 MA2386                          STATION RECOVERY (2000)
 MA2386
 MA2386'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (CH)
 MA2386'RECOVERED AS DESCRIBED
 MA2386'
 MA2386
 MA2386                          STATION RECOVERY (2002)
 MA2386
 MA2386'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (BH)
 MA2386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5615 ***********************************************************************
 KV5615  DESIGNATION -  DUKE 1912
 KV5615  PID         -  KV5615
 KV5615  STATE/COUNTY-  PA/BUCKS
 KV5615  USGS QUAD   -  BRISTOL (1981)
 KV5615
 KV5615                         *CURRENT SURVEY CONTROL
 KV5615  ___________________________________________________________________
 KV5615* NAD 83(1992)-  40 05 13.43325(N)    074 51 46.46838(W)     ADJUSTED  
 KV5615* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV5615  ___________________________________________________________________
 KV5615  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 KV5615  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV5615
 KV5615  HORZ ORDER  -  SECOND
 KV5615
 KV5615.The horizontal coordinates were established by classical geodetic methods
 KV5615.and adjusted by the National Geodetic Survey in June 2002..
 KV5615
 KV5615.The orthometric height was scaled from a topographic map.
 KV5615
 KV5615.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5615
 KV5615.The geoid height was determined by GEOID03.
 KV5615
 KV5615;                    North         East     Units Scale Factor Converg.
 KV5615;SPC PA S     -    87,714.649   846,177.629   MT  0.99997952   +1 52 23.3
 KV5615;SPC PA S     -   287,777.14  2,776,167.77   sFT  0.99997952   +1 52 23.3
 KV5615;SPC NJ       -   139,243.836   119,052.350   MT  0.99991179   -0 14 01.3
 KV5615;SPC NJ       -   456,835.82    390,590.92   sFT  0.99991179   -0 14 01.3
 KV5615;UTM  18      - 4,437,429.636   511,687.268   MT  0.99960168   +0 05 17.8
 KV5615
 KV5615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5615!SPC PA S     -   1.00000489  x   0.99997952  =   0.99998441
 KV5615!SPC NJ       -   1.00000489  x   0.99991179  =   0.99991668
 KV5615!UTM  18      -   1.00000489  x   0.99960168  =   0.99960657
 KV5615
 KV5615                          SUPERSEDED SURVEY CONTROL
 KV5615
 KV5615  NAD 83(1996)-  40 05 13.43325(N)    074 51 46.46837(W) AD(       ) 2
 KV5615  NAD 83(1986)-  40 05 13.43256(N)    074 51 46.46975(W) AD(       ) 2
 KV5615  NAD 27      -  40 05 13.03000(N)    074 51 47.87000(W) AD(       ) 2
 KV5615
 KV5615.Superseded values are not recommended for survey control.
 KV5615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5615.See file dsdata.txt to determine how the superseded data were derived.
 KV5615
 KV5615_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1168737430(NAD 83)
 KV5615
 KV5615  HISTORY     - Date     Condition        Report By
 KV5615  HISTORY     - 1912     MONUMENTED       CGS
 KV5615  HISTORY     - 1935     GOOD             CGS
 KV5615  HISTORY     - 1947     GOOD             CGS
 KV5615  HISTORY     - 1973     GOOD             PADT
 KV5615
 KV5615                          STATION DESCRIPTION
 KV5615
 KV5615'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5615'STATION IS SW OF BRISTOL, AT MAPLE BEACH, DIRECTLY OPPOSITE SW END
 KV5615'BURLINGTON ISLAND, ON N EDGE BEACHWAY AVENUE, 12 METERS N OF
 KV5615'INTERSECTION OF CENTER LINES GENEVA AND BEACHWAY AVENUES, 3 METERS W
 KV5615'OF 3-FOOT BLUFF, 11.81 METERS N OF PHILADELPHIA ELECTRIC COMPANY
 KV5615'POLE 91682, 16.87 METERS NE OF POLE 91681.  MARKED ACCORDING TO NOTES
 KV5615'6B AND 10A.  NO REFERENCE MARKS FOUND.
 KV5615'
 KV5615'LOCATED BY TIE FROM STATION DUKE ECCENTRIC.
 KV5615
 KV5615                          STATION RECOVERY (1947)
 KV5615
 KV5615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5615'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5615'ADEQUATE EXCEPT FOR THE FOLLOWING CHANGES-
 KV5615'
 KV5615'1. CHANGE ON N EDGE OF BEACHWAY AVENUE TO FLUSH WITH GROUND IN THE
 KV5615'CENTER OF THE E (RIVERWARD) SHOULDER OF BEACHWAY AVENUE.
 KV5615'2. DELETE 3 METERS W OF 3-FOOT
 KV5615'BLUFF.
 KV5615
 KV5615                          STATION RECOVERY (1973)
 KV5615
 KV5615'RECOVERY NOTE BY PA DEPT OF TRANSP 1973
 KV5615'MARK STAMPED- CONDITION-
 KV5615'DUKE 1912 1935
 KV5615'GOOD
 KV5615'
 KV5615'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- MAPLE BEACH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5614 ***********************************************************************
 KV5614  DESIGNATION -  DUKE ECC
 KV5614  PID         -  KV5614
 KV5614  STATE/COUNTY-  PA/BUCKS
 KV5614  USGS QUAD   -  BRISTOL (1981)
 KV5614
 KV5614                         *CURRENT SURVEY CONTROL
 KV5614  ___________________________________________________________________
 KV5614* NAD 83(1992)-  40 05 12.04580(N)    074 51 49.15431(W)     ADJUSTED  
 KV5614* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5614  ___________________________________________________________________
 KV5614  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 KV5614  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KV5614
 KV5614  HORZ ORDER  -  SECOND
 KV5614
 KV5614.The horizontal coordinates were established by classical geodetic methods
 KV5614.and adjusted by the National Geodetic Survey in June 2002..
 KV5614
 KV5614.The orthometric height was scaled from a topographic map.
 KV5614
 KV5614.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5614
 KV5614.The geoid height was determined by GEOID03.
 KV5614
 KV5614;                    North         East     Units Scale Factor Converg.
 KV5614;SPC PA S     -    87,669.800   846,115.432   MT  0.99997956   +1 52 21.5
 KV5614;SPC PA S     -   287,630.00  2,775,963.71   sFT  0.99997956   +1 52 21.5
 KV5614;SPC NJ       -   139,201.306   118,988.551   MT  0.99991184   -0 14 03.0
 KV5614;SPC NJ       -   456,696.28    390,381.60   sFT  0.99991184   -0 14 03.0
 KV5614;UTM  18      - 4,437,386.761   511,623.728   MT  0.99960166   +0 05 16.1
 KV5614
 KV5614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5614!SPC PA S     -   1.00000474  x   0.99997956  =   0.99998430
 KV5614!SPC NJ       -   1.00000474  x   0.99991184  =   0.99991658
 KV5614!UTM  18      -   1.00000474  x   0.99960166  =   0.99960639
 KV5614
 KV5614|---------------------------------------------------------------------|
 KV5614| PID    Reference Object                     Distance      Geod. Az  |
 KV5614|                                                           dddmmss.s |
 KV5614| CB5851 DUKE ECC RM 1                        34.634 METERS 02106     |
 KV5614| KV5685 BRISTOL ROHM AND HAAS CLUB TK       APPROX. 0.8 KM 2583547.1 |
 KV5614|---------------------------------------------------------------------|
 KV5614
 KV5614                          SUPERSEDED SURVEY CONTROL
 KV5614
 KV5614  NAD 83(1996)-  40 05 12.04581(N)    074 51 49.15431(W) AD(       ) 2
 KV5614  NAD 83(1986)-  40 05 12.04499(N)    074 51 49.15555(W) AD(       ) 2
 KV5614  NAD 27      -  40 05 11.64700(N)    074 51 50.55700(W) AD(       ) 2
 KV5614
 KV5614.Superseded values are not recommended for survey control.
 KV5614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5614.See file dsdata.txt to determine how the superseded data were derived.
 KV5614
 KV5614_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1162437387(NAD 83)
 KV5614_MARKER: DS = TRIANGULATION STATION DISK
 KV5614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5614
 KV5614  HISTORY     - Date     Condition        Report By
 KV5614  HISTORY     - 1935     MONUMENTED       CGS
 KV5614  HISTORY     - 1947     GOOD             CGS
 KV5614
 KV5614                          STATION DESCRIPTION
 KV5614
 KV5614'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5614'BRISTOL ROHM AND HAAS COUNTRY CLUB TANK IS THE BEST AZIMUTH MARK.
 KV5614'
 KV5614'STATION IS SW OF BRISTOL, AT MAPLE BEACH, DIRECTLY OPPOSITE SW END
 KV5614'BURLINGTON ISLAND, ON VACANT LOT, 40.7 METERS S OF CENTER LINE
 KV5614'INTERSECTION OF LYNNWOOD AND GENEVA AVENUES, 22.0 METERS E OF
 KV5614'LYNNWOOD AVENUE CENTER LINE, 42.4 METERS SW OF PHILADELPHIA ELECTRIC
 KV5614'COMPANY POLE 91683, 34.7 METERS S OF POLE 91670, 20.16 METERS E OF
 KV5614'POLE 91669.  ALL MARKS PROTRUDE 6 INCHES.
 KV5614'
 KV5614'SURFACE, UNDERGROUND AND REFERENCE MARK NO. 1 ARE STANDARD BRONZE
 KV5614'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 KV5614'
 KV5614'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 KV5614
 KV5614                          STATION RECOVERY (1947)
 KV5614
 KV5614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5614'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5614'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1344 ***********************************************************************
 JW1344  DESIGNATION -  DUNBAR RESET
 JW1344  PID         -  JW1344
 JW1344  STATE/COUNTY-  PA/FAYETTE
 JW1344  USGS QUAD   -  UNIONTOWN (1977)
 JW1344
 JW1344                         *CURRENT SURVEY CONTROL
 JW1344  ___________________________________________________________________
 JW1344* NAD 83(1992)-  39 53 14.98782(N)    079 38 36.85405(W)     ADJUSTED  
 JW1344* NAVD 88     -       756.4    (meters)    2482.     (feet)  VERTCON   
 JW1344  ___________________________________________________________________
 JW1344  X           -     881,109.263 (meters)                     COMP
 JW1344  Y           -  -4,821,433.827 (meters)                     COMP
 JW1344  Z           -   4,068,872.875 (meters)                     COMP
 JW1344  LAPLACE CORR-           7.11  (seconds)                    DEFLEC99
 JW1344  ELLIP HEIGHT-         724.08  (meters)          (06/21/02) GPS OBS
 JW1344  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 JW1344
 JW1344  HORZ ORDER  -  FIRST
 JW1344  ELLP ORDER  -  FOURTH    CLASS I
 JW1344
 JW1344.The horizontal coordinates were established by classical geodetic methods
 JW1344.and adjusted by the National Geodetic Survey in June 2002..
 JW1344
 JW1344.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1344
 JW1344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JW1344
 JW1344.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1344
 JW1344.The ellipsoidal height was determined by GPS observations
 JW1344.and is referenced to NAD 83.
 JW1344
 JW1344.The geoid height was determined by GEOID03.
 JW1344
 JW1344;                    North         East     Units Scale Factor Converg.
 JW1344;SPC PA S     -    63,267.847   438,046.848   MT  1.00000748   -1 13 42.7
 JW1344;SPC PA S     -   207,571.26  1,437,158.70   sFT  1.00000748   -1 13 42.7
 JW1344;UTM  17      - 4,416,151.020   615,976.149   MT  0.99976559   +0 52 11.8
 JW1344
 JW1344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1344!SPC PA S     -   0.99988642  x   1.00000748  =   0.99989390
 JW1344!UTM  17      -   0.99988642  x   0.99976559  =   0.99965204
 JW1344
 JW1344|---------------------------------------------------------------------|
 JW1344| PID    Reference Object                     Distance      Geod. Az  |
 JW1344|                                                           dddmmss.s |
 JW1344| JW1345 DUNBAR RM 1                          26.500 METERS 02127     |
 JW1344| JW1342 LINE                                APPROX. 3.3 KM 1752646.5 |
 JW1344| CW9730 DUNBAR RM 2                          16.239 METERS 28709     |
 JW1344|---------------------------------------------------------------------|
 JW1344
 JW1344                          SUPERSEDED SURVEY CONTROL
 JW1344
 JW1344  NAD 83(1995)-  39 53 14.98778(N)    079 38 36.85416(W) AD(       ) 1
 JW1344  NAD 83(1986)-  39 53 14.99502(N)    079 38 36.86023(W) AD(       ) 1
 JW1344  NAD 27      -  39 53 14.71900(N)    079 38 37.71600(W) AD(       ) 1
 JW1344  NGVD 29 (02/08/94)  756.5    (m)         2482.     (f) GPS OBS        
 JW1344
 JW1344.Superseded values are not recommended for survey control.
 JW1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1344.See file dsdata.txt to determine how the superseded data were derived.
 JW1344
 JW1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE1597616151(NAD 83)
 JW1344_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JW1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1344_SP_SET: CONCRETE POST
 JW1344_STAMPING: DUNBAR 1927
 JW1344_MARK LOGO: USGS  
 JW1344_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1344+STABILITY: SURFACE MOTION
 JW1344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1344+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1989
 JW1344
 JW1344  HISTORY     - Date     Condition        Report By
 JW1344  HISTORY     - 1927     MONUMENTED       CGS
 JW1344  HISTORY     - 1975     GOOD             NGS
 JW1344  HISTORY     - 19880623 GOOD
 JW1344  HISTORY     - 19890125 GOOD             HARTMN
 JW1344
 JW1344                          STATION DESCRIPTION
 JW1344
 JW1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 JW1344'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED.  THE
 JW1344'DIRECTION TO BOTH REFERENCE MARKS CHECKED THE OLD DATA.  A
 JW1344'DIFFERENCE OF 0.01 FEET OR 0.006 METERS SHORTER IN THE DISTANCE
 JW1344'TO REFERENCE MARK 1 WAS NOTED.  A DIFFERENCE OF 0.10 FEET OR 0.031
 JW1344'METERS SHORTER IN THE DISTANCE TO REFERENCE MARK 2 WAS NOTED.
 JW1344'FOLLOWING IS A NEW DESCRIPTION.
 JW1344'
 JW1344'THE STATION IS ABOUT 5 MILES SOUTH OF UNIONTOWN, 0.4 MILE
 JW1344'EAST-NORTHEAST OF THE MAIN AREA OF THE JUNENVILLE METHODIST
 JW1344'TRAINING CENTER AND IS ON PROPERTY OWNED BY THE TRAINING CENTER.
 JW1344'THE STATION IS ON TOP OF A BARE KNOLL NEAR A LARGE CROSS.
 JW1344'
 JW1344'TO REACH THE STATION FROM THE POST OFFICE IN HOPWOOD, GO EASTERLY
 JW1344'ON U.S. HIGHWAY 40 FOR 3.2 MILES TO A CROSSROAD AT THE SUMMIT OF
 JW1344'CHESTNUT RIDGE AND THE ENTRANCE TO MOUNT SUMMIT INN ON THE RIGHT.
 JW1344'TURN LEFT AND GO NORTHERLY ON A PAVED ROAD FOR 2.7 MILES TO A
 JW1344'SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON A PAVED ROAD FOR 0.2
 JW1344'MILE TO A CHAIN GATE ON THE LEFT.  TURN LEFT AND GO NORTH AND
 JW1344'NORTHERLY AND EASTERLY ON A NARROW ROAD FOR 0.1 MILE TO A GATE.
 JW1344'PASS THROUGH AND CONTINUE NORTHERLY ON NARROW ROAD FOR 0.35
 JW1344'MILE TO THE TOP OF HILL, THE LARGE CROSS AND THE STATION.
 JW1344'
 JW1344'STATION MARK IS A STANDARD DISK, STAMPED---DUNBAR USGS 1927
 JW1344'1975---, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 JW1344'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 64.7 FEET EAST
 JW1344'OF THE SOUTHEAST CORNER OF A FENCE AROUND THE LARGE CROSS AND
 JW1344'52.7 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE FENCE AROUND
 JW1344'THE CROSS.
 JW1344'
 JW1344'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---DUNBAR RM 1 1927---,
 JW1344'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 JW1344'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 75.8 FEET NORTHEAST
 JW1344'OF THE NORTHEAST CORNER OF THE FENCE AROUND THE CROSS AND ABOUT
 JW1344'THE SAME ELEVATION AS THE STATION.
 JW1344'
 JW1344'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---DUNBAR RM 2 1927---,
 JW1344'SET IN THE TOP OF 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS
 JW1344'3 INCHES ABOVE THE GROUND.  IT IS 53.0 FEET EAST-SOUTHEAST OF THE
 JW1344'SOUTHWEST CORNER OF THE FENCE AROUND THE CROSS, 15.6 FEET WEST OF
 JW1344'THE SOUTHEAST CORNER OF THE FENCE AROUND THE FENCE AND ABOUT THE
 JW1344'SAME ELEVATION AS THE STATION.
 JW1344'
 JW1344'HEIGHT OF LIGHT ABOVE STATION MARK 6.3 METERS.
 JW1344'
 JW1344'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 JW1344
 JW1344                          STATION RECOVERY (1988)
 JW1344
 JW1344'RECOVERED 1988
 JW1344'RECOVERED IN GOOD CONDITION.
 JW1344
 JW1344                          STATION RECOVERY (1989)
 JW1344
 JW1344'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1344'TO ARRANGE ACCESS, CALL METHODIST CENTER OFFICE AT 412-439-4912.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1345 ***********************************************************************
 JW1345  DESIGNATION -  DUNBAR RM 1
 JW1345  PID         -  JW1345
 JW1345  STATE/COUNTY-  PA/FAYETTE
 JW1345  USGS QUAD   -  UNIONTOWN (1977)
 JW1345
 JW1345                         *CURRENT SURVEY CONTROL
 JW1345  ___________________________________________________________________
 JW1345* NAD 83(1992)-  39 53 15.78752(N)    079 38 36.44617(W)     ADJUSTED  
 JW1345* NAVD 88     -       755.     (meters)    2477.     (feet)  SCALED    
 JW1345  ___________________________________________________________________
 JW1345  LAPLACE CORR-           7.11  (seconds)                    DEFLEC99
 JW1345  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 JW1345
 JW1345  HORZ ORDER  -  SECOND
 JW1345
 JW1345.The horizontal coordinates were established by classical geodetic methods
 JW1345.and adjusted by the National Geodetic Survey in June 2002..
 JW1345
 JW1345.The orthometric height was scaled from a topographic map.
 JW1345
 JW1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1345
 JW1345.The geoid height was determined by GEOID03.
 JW1345
 JW1345;                    North         East     Units Scale Factor Converg.
 JW1345;SPC PA S     -    63,292.298   438,057.066   MT  1.00000745   -1 13 42.5
 JW1345;SPC PA S     -   207,651.48  1,437,192.22   sFT  1.00000745   -1 13 42.5
 JW1345;UTM  17      - 4,416,175.823   615,985.462   MT  0.99976561   +0 52 12.1
 JW1345
 JW1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1345!SPC PA S     -   0.99988665  x   1.00000745  =   0.99989410
 JW1345!UTM  17      -   0.99988665  x   0.99976561  =   0.99965229
 JW1345
 JW1345                          SUPERSEDED SURVEY CONTROL
 JW1345
 JW1345  NAD 83(1995)-  39 53 15.78748(N)    079 38 36.44628(W) AD(       ) 2
 JW1345  NAD 83(1986)-  39 53 15.79473(N)    079 38 36.45234(W) AD(       ) 2
 JW1345  NAD 27      -  39 53 15.51864(N)    079 38 37.30735(W) AD(       ) 2
 JW1345
 JW1345.Superseded values are not recommended for survey control.
 JW1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1345.See file dsdata.txt to determine how the superseded data were derived.
 JW1345
 JW1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE1598516176(NAD 83)
 JW1345_MARKER: DD = SURVEY DISK
 JW1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1345_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JW1345
 JW1345  HISTORY     - Date     Condition        Report By
 JW1345  HISTORY     - 1962     MONUMENTED       USGS
 JW1345
 JW1345                          STATION DESCRIPTION
 JW1345
 JW1345'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (DCB)
 JW1345'STATION IS LOCATED ABOUT 5.0 MI SE. OF UNIONTOWN, IN APPROXIMATE
 JW1345'CENTER OF FLAT TOP OF HILL, ABOUT 60 FT SE. OF 60-FT HIGH
 JW1345'WHITE CONCRETE CROSS.
 JW1345'
 JW1345'TO REACH FROM UNIONTOWN, GO 5.0 MI SE. ALONG U. S. HIGHWAY 40
 JW1345'(NATIONAL PIKE) TO SUMMIT HOTEL, THENCE N. ON LEGISLATIVE
 JW1345'ROUTE 26115 (MARKED JUMONVILLES GRAVE) 3.0 MI TO DIRT RD. RIGHT,
 JW1345'WHICH IS JUST S. OF JUMONVILLE METHODIST TRAINING CENTER, TURN
 JW1345'RIGHT AND GO 0.2 MI TO RD. LEFT, TURN LEFT AND GO 0.5 MI TO TOP OF
 JW1345'HILL.
 JW1345'
 JW1345'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---DUNBAR RM 1 1927---,
 JW1345'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 JW1345'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 75.8 FEET NORTHEAST
 JW1345'OF THE NORTHEAST CORNER OF THE FENCE AROUND THE CROSS AND ABOUT
 JW1345'THE SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1911 ***********************************************************************
 MB1911  DESIGNATION -  DUNCAN
 MB1911  PID         -  MB1911
 MB1911  STATE/COUNTY-  PA/LAWRENCE
 MB1911  USGS QUAD   -  HARLANSBURG (1990)
 MB1911
 MB1911                         *CURRENT SURVEY CONTROL
 MB1911  ___________________________________________________________________
 MB1911* NAD 83(1992)-  41 05 38.88898(N)    080 08 11.72104(W)     ADJUSTED  
 MB1911* NAVD 88     -       395.     (meters)    1296.     (feet)  SCALED    
 MB1911  ___________________________________________________________________
 MB1911  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 MB1911  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 MB1911
 MB1911  HORZ ORDER  -  SECOND
 MB1911
 MB1911.The horizontal coordinates were established by classical geodetic methods
 MB1911.and adjusted by the National Geodetic Survey in June 2002..
 MB1911
 MB1911.The orthometric height was scaled from a topographic map.
 MB1911
 MB1911.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1911
 MB1911.The geoid height was determined by GEOID03.
 MB1911
 MB1911;                    North         East     Units Scale Factor Converg.
 MB1911;SPC PA S     -   198,227.966   399,509.725   MT  1.00002252   -1 32 54.2
 MB1911;SPC PA S     -   650,352.92  1,310,724.82   sFT  1.00002252   -1 32 54.2
 MB1911;SPC PA N     -   105,761.107   399,520.688   MT  0.99997267   -1 34 43.8
 MB1911;SPC PA N     -   346,984.57  1,310,760.79   sFT  0.99997267   -1 34 43.8
 MB1911;UTM  17      - 4,549,566.246   572,511.140   MT  0.99966471   +0 34 03.2
 MB1911
 MB1911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1911!SPC PA S     -   0.99994336  x   1.00002252  =   0.99996588
 MB1911!SPC PA N     -   0.99994336  x   0.99997267  =   0.99991603
 MB1911!UTM  17      -   0.99994336  x   0.99966471  =   0.99960809
 MB1911
 MB1911|---------------------------------------------------------------------|
 MB1911| PID    Reference Object                     Distance      Geod. Az  |
 MB1911|                                                           dddmmss.s |
 MB1911| CW9732 DUNCAN RM 1                          24.670 METERS 18552     |
 MB1911| CW9731 DUNCAN AZ MK                                       2404833.2 |
 MB1911| CW9733 DUNCAN RM 2                          19.078 METERS 28144     |
 MB1911| MB1912 LONDON ATT MICROWAVE RELAY TWR      APPROX. 3.2 KM 3255641.6 |
 MB1911|---------------------------------------------------------------------|
 MB1911
 MB1911                          SUPERSEDED SURVEY CONTROL
 MB1911
 MB1911  NAD 83(1995)-  41 05 38.89067(N)    080 08 11.72130(W) AD(       ) 2
 MB1911  NAD 83(1986)-  41 05 38.89296(N)    080 08 11.72526(W) AD(       ) 2
 MB1911  NAD 27      -  41 05 38.67230(N)    080 08 12.50910(W) AD(       ) 2
 MB1911
 MB1911.Superseded values are not recommended for survey control.
 MB1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1911.See file dsdata.txt to determine how the superseded data were derived.
 MB1911
 MB1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF7251149566(NAD 83)
 MB1911_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB1911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1911
 MB1911  HISTORY     - Date     Condition        Report By
 MB1911  HISTORY     - 1959     MONUMENTED       CGS
 MB1911
 MB1911                          STATION DESCRIPTION
 MB1911
 MB1911'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 MB1911'THE STATION IS LOCATED IN AN ORHCARD, ON THE HIGHEST POINT OF A SMALL
 MB1911'HILL AND ON PROPERTY OWNED BY MR. JOHN DUNCAN.  IT IS ABOUT 8
 MB1911'MILES SOUTH-SOUTHEAST OF MERCER, ABOUT 5-1/2 MILES NORTHEAST OF
 MB1911'HARLANSBURG AND ABOUT 5 MILES SOUTH- SOUTHWEST OF GROVE CITY.
 MB1911'
 MB1911'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND STATE
 MB1911'HIGHWAY 108 IN HARLANSBURG, GO EAST ON STATE HIGHWAY 108 FOR 2.63
 MB1911'MILES TO THE JUNCTION OF COUNTY HIGHWAY 37050 AND SIGN PLAIN GROVE 1
 MB1911'ON THE LEFT, NORTH, SIDE OF THE HIGHWAY.  TURN LEFT AS PER
 MB1911'SIGN PLAIN GROVE 1 AND GO NORTH ON COUNTY HIGHWAY 37050 FOR 2.80
 MB1911'MILES TO THE JUNCTION OF COUNTY HIGHWAY 37047 AND A LARGE BRICK
 MB1911'SCHOOL HOUSE ON THE LEFT, WEST, SIDE OF THE HIGHWAY.  CONTINUE NORTH
 MB1911'ON COUNTY HIGHWAY 37050 FOR 1.09 MILE TO A GRAVELED CROSSROAD AND
 MB1911'SIGN FOSTER ROAD ON THE RIGHT, EAST, SIDE OF THE HIGHWAY.  TURN
 MB1911'RIGHT AND GO EAST ON THE FOSTER ROAD, A GRAVELED ROAD, FOR 1.04 MILE
 MB1911'TO A STANDARD METAL WITNESS POST AND MARKER AND THE AZIMUTH MARK
 MB1911'ON THE RIGHT, SOUTH, SIDE OF THE GRAVELED ROAD, CONTINUE EAST ON THE
 MB1911'GRAVELED ROAD FOR 0.26 MILE TO A DRIVEWAY, MR. DUNCANS HOME, ON
 MB1911'THE RIGHT, SOUTH, SIDE OF THE GRAVELED ROAD.  TURN RIGHT AND GO SOUTH
 MB1911'ON THE DRIVEWAY FOR 0.02 MILE TO THE EAST EDGE OF A LAWN,
 MB1911'THENCE CONTINUE SOUTH ALONG THE EAST EDGE OF THE LAWN, EAST OF THE
 MB1911'FARM HOME, FOR 0.03 MILE, THENCE TURN LEFT AND GO NORTHEAST ON A DIM
 MB1911'TRACK ROAD THROUGH THE ORCHARD FOR 0.07 MILE TO THE HIGHEST POINT OF
 MB1911'THE HILL, A STANDARD METAL WITNESS POST AND MARKER AND THE STATION.
 MB1911'
 MB1911'THE STATION MARK, A STANDARD DISK STAMPED DUNCAN 1959, IS SET IN THE
 MB1911'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 1 INCH ABOVE THE
 MB1911'SURFACE OF THE GROUND.  IT IS 11.2 FEET NORTH-NORTHWEST OF A STANDARD
 MB1911'METAL WITNESS POST AND MARKER.
 MB1911'
 MB1911'REFERENCE MARK 1, A STANDARD DISK STAMPED DUNCAN NO 1 1959, IS SET IN
 MB1911'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES
 MB1911'ABOVE THE SURFACE OF THE GROUND.  IT IS 74.6 FEET SOUTH OF A STANDARD
 MB1911'METAL WITNESS POST AND MARKER AND IS ABOUT 2 FEET LOWER THAN THE
 MB1911'STATION.
 MB1911'
 MB1911'REFERENCE MARK 2, A STANDARD DISK STAMPED DUNCAN NO 2 1959, IS SET IN
 MB1911'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 MB1911'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 72.2 FEET WEST OF A
 MB1911'STANDARD METAL WITNESS POST AND MARKER AND IS ABOUT 12 INCHES
 MB1911'LOWER THAN THE STATION.
 MB1911'
 MB1911'THE AZIMUTH MARK, A STANDARD DISK STAMPED DUNCAN 1959, IS SET IN THE
 MB1911'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES
 MB1911'ABOVE THE SURFACE OF THE GROUND.  IT IS 18 FEET SOUTH OF THE CENTER
 MB1911'OF A GRAVELED ROAD, 4 FEET NORTH OF AN EAST AND WEST FENCE LINE AND
 MB1911'1.8 FEET SOUTH OF A STANDARD METAL WITNESS POST AND MARKER.
 MB1911'
 MB1911'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2242 ***********************************************************************
 KX2242  DESIGNATION -  DUNCAN
 KX2242  PID         -  KX2242
 KX2242  STATE/COUNTY-  PA/BLAIR
 KX2242  USGS QUAD   -  MARTINSBURG (1977)
 KX2242
 KX2242                         *CURRENT SURVEY CONTROL
 KX2242  ___________________________________________________________________
 KX2242* NAD 83(1992)-  40 21 08.31334(N)    078 21 18.73568(W)     ADJUSTED  
 KX2242* NAVD 88     -       763.     (meters)    2503.     (feet)  SCALED    
 KX2242  ___________________________________________________________________
 KX2242  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 KX2242  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KX2242
 KX2242  HORZ ORDER  -  THIRD
 KX2242
 KX2242.The horizontal coordinates were established by classical geodetic methods
 KX2242.and adjusted by the National Geodetic Survey in June 2002..
 KX2242
 KX2242.The orthometric height was scaled from a topographic map.
 KX2242
 KX2242.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2242
 KX2242.The geoid height was determined by GEOID03.
 KX2242
 KX2242;                    North         East     Units Scale Factor Converg.
 KX2242;SPC PA S     -   113,317.925   548,588.256   MT  0.99996097   -0 23 33.5
 KX2242;SPC PA S     -   371,777.23  1,799,826.64   sFT  0.99996097   -0 23 33.5
 KX2242;SPC PA N     -    20,796.628   548,579.681   MT  1.00012805   -0 24 01.3
 KX2242;SPC PA N     -    68,230.27  1,799,798.50   sFT  1.00012805   -0 24 01.3
 KX2242;UTM  17      - 4,470,219.149   724,607.490   MT  1.00022105   +1 42 47.5
 KX2242
 KX2242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2242!SPC PA S     -   0.99988551  x   0.99996097  =   0.99984649
 KX2242!SPC PA N     -   0.99988551  x   1.00012805  =   1.00001355
 KX2242!UTM  17      -   0.99988551  x   1.00022105  =   1.00010654
 KX2242
 KX2242:                Primary Azimuth Mark                     Grid Az
 KX2242:SPC PA S     -  HARTMAN                                  333 19 16.9
 KX2242:SPC PA N     -  HARTMAN                                  333 19 44.7
 KX2242:UTM  17      -  HARTMAN                                  331 12 55.9
 KX2242
 KX2242|---------------------------------------------------------------------|
 KX2242| PID    Reference Object                     Distance      Geod. Az  |
 KX2242|                                                           dddmmss.s |
 KX2242| KX2256 HARTMAN                             APPROX. 4.8 KM 3325543.4 |
 KX2242|---------------------------------------------------------------------|
 KX2242
 KX2242                          SUPERSEDED SURVEY CONTROL
 KX2242
 KX2242  NAD 83(1986)-  40 21 08.31919(N)    078 21 18.74807(W) AD(       ) 3
 KX2242  NAD 27      -  40 21 08.05171(N)    078 21 19.70223(W) AD(       ) 3
 KX2242
 KX2242.Superseded values are not recommended for survey control.
 KX2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2242.See file dsdata.txt to determine how the superseded data were derived.
 KX2242
 KX2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE2460770219(NAD 83)
 KX2242_MARKER: DD = SURVEY DISK
 KX2242_SETTING: 0 = UNSPECIFIED SETTING
 KX2242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX2242
 KX2242  HISTORY     - Date     Condition        Report By
 KX2242  HISTORY     - 1900     MONUMENTED       USGS
 KX2242
 KX2242                          STATION DESCRIPTION
 KX2242
 KX2242'DESCRIBED BY US GEOLOGICAL SURVEY 1900
 KX2242'SITUATED 3.0 MI NW. OF MARTINSBURG ON HIGHEST SUMMIT OF LOCKE OR
 KX2242'LOOP MOUNTAIN.  THE SUMMIT IS FLAT AND LONG LINES OF SIGHT WERE CUT
 KX2242'TOWARDS OTHER STATIONS.
 KX2242'
 KX2242'STATION MARK, A ROUGH STONE 3 FT LONG SET FLUSH WITH SURFACE OF
 KX2242'GROUND WITH A STANDARD TRIANGULATION DISK CEMENTED IN ITS TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2806 ***********************************************************************
 KW2806  DESIGNATION -  DUNCANNON
 KW2806  PID         -  KW2806
 KW2806  STATE/COUNTY-  PA/PERRY
 KW2806  USGS QUAD   -  DUNCANNON (1984)
 KW2806
 KW2806                         *CURRENT SURVEY CONTROL
 KW2806  ___________________________________________________________________
 KW2806* NAD 83(1992)-  40 24 26.14334(N)    077 03 38.83303(W)     ADJUSTED  
 KW2806* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 KW2806  ___________________________________________________________________
 KW2806  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 KW2806  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KW2806
 KW2806  HORZ ORDER  -  SECOND
 KW2806
 KW2806.The horizontal coordinates were established by classical geodetic methods
 KW2806.and adjusted by the National Geodetic Survey in June 2002..
 KW2806
 KW2806.The orthometric height was scaled from a topographic map.
 KW2806
 KW2806.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2806
 KW2806.The geoid height was determined by GEOID03.
 KW2806
 KW2806;                    North         East     Units Scale Factor Converg.
 KW2806;SPC PA S     -   119,471.861   658,500.476   MT  0.99995979   +0 26 49.8
 KW2806;SPC PA S     -   391,967.26  2,160,430.31   sFT  0.99995979   +0 26 49.8
 KW2806;UTM  18      - 4,474,999.857   325,135.251   MT  0.99997641   -1 20 10.2
 KW2806
 KW2806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2806!SPC PA S     -   0.99997462  x   0.99995979  =   0.99993441
 KW2806!UTM  18      -   0.99997462  x   0.99997641  =   0.99995103
 KW2806
 KW2806|---------------------------------------------------------------------|
 KW2806| PID    Reference Object                     Distance      Geod. Az  |
 KW2806|                                                           dddmmss.s |
 KW2806| CJ9703 DUNCANNON RM 1                       11.634 METERS 03738     |
 KW2806| KW3138 PETERS MTN AIRWAY BEACON            APPROX.11.1 KM 0871330.5 |
 KW2806| CJ9704 DUNCANNON RM 2                       22.485 METERS 17021     |
 KW2806| CJ9702 DUNCANNON AZ MK                                    2372242.8 |
 KW2806|---------------------------------------------------------------------|
 KW2806
 KW2806                          SUPERSEDED SURVEY CONTROL
 KW2806
 KW2806  NAD 83(1986)-  40 24 26.14090(N)    077 03 38.83405(W) AD(       ) 2
 KW2806  NAD 27      -  40 24 25.83600(N)    077 03 39.90900(W) AD(       ) 2
 KW2806
 KW2806.Superseded values are not recommended for survey control.
 KW2806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2806.See file dsdata.txt to determine how the superseded data were derived.
 KW2806
 KW2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK2513575000(NAD 83)
 KW2806_MARKER: DS = TRIANGULATION STATION DISK
 KW2806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2806+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2004
 KW2806
 KW2806  HISTORY     - Date     Condition        Report By
 KW2806  HISTORY     - 1942     MONUMENTED       CGS
 KW2806  HISTORY     - 1952     GOOD             AMS
 KW2806  HISTORY     - 1966     GOOD             CGS
 KW2806  HISTORY     - 20040912 GOOD             GEOCAC
 KW2806
 KW2806                          STATION DESCRIPTION
 KW2806
 KW2806'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW2806'STATION IS LOCATED ABOUT 2 MILES NW OF THE TOWN OF DUNCANNON, ON TOP
 KW2806'OF A LOW RIDGE THAT IS ALMOST BARE ON TOP.  THE RIDGE IS KNOWN AS
 KW2806'LINTON HILL.  THE LAND IS OWNED BY MR. C.W. HARDT, 2245 NORTH 2ND
 KW2806'STREET, HARRISBURG, PENNSYLVANIA.  STATION IS 30 FEET SE OF THE
 KW2806'CENTER LINE OF THE ROAD LEADING TO THE STATION AND SE OF THE NE
 KW2806'CORNER OF THE HOUSE.  SURFACE MARK IS STAMPED DUNCANNON 1942
 KW2806'AND IS FLUSH WITH THE GROUND.
 KW2806'
 KW2806'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KW2806'BRONZE DISKS SET IN CONCRETE.
 KW2806'
 KW2806'REFERENCE MARK NO. 1 IS 3 FEET WSW OF A 4-INCH CHERRY TREE, 15 FEET
 KW2806'SE OF THE CENTER LINE OF THE ROAD.  MARK IS STAMPED DUNCANNON NO. 1
 KW2806'1942 AND IS FLUSH WITH THE GROUND.
 KW2806'
 KW2806'REFERENCE MARK NO. 2 IS 10 FEET NW OF A 4-INCH CHERRY TREE, 16 FEET
 KW2806'NNE OF A 4-INCH CHERRY TREE.  MARK IS STAMPED DUNCANNON NO. 2
 KW2806'1942.
 KW2806'
 KW2806'AZIMUTH MARK IS SW OF THE STATION, 19 PACES SE OF THE CENTER LINE OF
 KW2806'THE ROAD, 1 FOOT NE OF THE NE SIDE OF THE LARGER OF TWO RED BARNS,
 KW2806'4 FEET E OF A SWINGING GATE.  MARK IS STAMPED DUNCANNON 1942 AND
 KW2806'PROJECTS 1 INCH.
 KW2806'
 KW2806'TO REACH THE STATION FROM JUNCTIONS OF U.S. HIGHWAYS 11 AND 15 AND
 KW2806'STATE HIGHWAY 274, AT AN OLD DEPOT AT THE S EDGE OF DUNCANNON, GO W
 KW2806'ON PAVED STATE HIGHWAY 274 FOR 2.55 MILES TO DIRT CROSS ROAD JUST
 KW2806'AFTER PASSING OVER THE TOP OF THE RIDGE, THEN TURN RIGHT AND GO
 KW2806'NE ON A GRADED DIRT ROAD FOR 0.45 MILE TO FARMHOUSE AND TWO LARGE RED
 KW2806'BARNS ON THE RIGHT, (AZIMUTH MARK JUST NE OF THE LARGER BARN) THEN
 KW2806'CONTINUE ON FOR 0.3 MILE TO STATION ON RIGHT OPPOSITE A DILAPIDATED
 KW2806'HOUSE AND SHED.
 KW2806'
 KW2806'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 KW2806
 KW2806                          STATION RECOVERY (1952)
 KW2806
 KW2806'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 KW2806'THE STATION, A STANDARD USC AND GS BRONZE TRIANGULATION DISC, SET IN
 KW2806'THE TOP OF A 1 FOOT SQUARE CONCRETE POST, FLUSH WITH GROUND.
 KW2806'STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS-
 KW2806'
 KW2806'REFERENCE MARKS 1, 2 AND AZIMUTH MARK RECOVERED IN GOOD CONDITION AS
 KW2806'DESCRIBED.
 KW2806'
 KW2806'THE STATION IS 28.7 FEET SSE OF AND PERPENDICULAR TO CENTERLINE OF
 KW2806'ROAD, 79.0 FEET SSE OF SE CORNER OF HOUSE, 125.0 FEET ENE OF NE
 KW2806'CORNER OF BARN, 5.5 FEET WSW OF SW CORNER OF SHED ON PROLONGATION OF
 KW2806'SOUTH WALL TO WEST.
 KW2806
 KW2806                          STATION RECOVERY (1966)
 KW2806
 KW2806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW2806'STATION WAS VISITED BY A LIGHTKEEPER FOR CHECK ANGLE PURPOSES.
 KW2806'STATION WAS RECOVERED AS DESCRIBED IN 1942.  ALL MARKS ARE IN GOOD
 KW2806'CONDITION AND THE DESCRIPTION TO REACH THE STATION IS ADEQUATE.  THE
 KW2806'STATION IS NOW ON THE PROPERTY OF ALVIN LUCAS WHO LIVES ABOUT 1 MILE
 KW2806'WEST OF THE STATION.
 KW2806'
 KW2806'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NW
 KW2806'OF DUNCANNON.
 KW2806
 KW2806                          STATION RECOVERY (2004)
 KW2806
 KW2806'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW2806'STATION AND RM 2 LOCATED. RM 1 NOT FOUND. AZIMUTH SEARCHED FOR BUT NOT
 KW2806'FOUND. THE BARN THE AZIMUTH MARK WAS LOCATED BY BURNED AND A NEW ONE
 KW2806'WAS BUILT AT THE SAME LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1381 ***********************************************************************
 KX1381  DESIGNATION -  DUNLAP
 KX1381  PID         -  KX1381
 KX1381  STATE/COUNTY-  PA/WESTMORELAND
 KX1381  USGS QUAD   -  MOUNT PLEASANT (1993)
 KX1381
 KX1381                         *CURRENT SURVEY CONTROL
 KX1381  ___________________________________________________________________
 KX1381* NAD 83(1992)-  40 12 51.70176(N)    079 35 58.69378(W)     ADJUSTED  
 KX1381* NAVD 88     -       343.136  (meters)    1125.77   (feet)  ADJUSTED  
 KX1381  ___________________________________________________________________
 KX1381  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 KX1381  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KX1381  DYNAMIC HT  -         342.951 (meters)    1125.17  (feet)  COMP
 KX1381  MODELED GRAV-     980,077.7   (mgal)                       NAVD 88
 KX1381
 KX1381  HORZ ORDER  -  SECOND
 KX1381  VERT ORDER  -  SECOND    CLASS 0
 KX1381
 KX1381.The horizontal coordinates were established by classical geodetic methods
 KX1381.and adjusted by the National Geodetic Survey in June 2002..
 KX1381
 KX1381.The orthometric height was determined by differential leveling
 KX1381.and adjusted by the National Geodetic Survey in June 1991..
 KX1381
 KX1381.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1381
 KX1381.The geoid height was determined by GEOID03.
 KX1381
 KX1381.The dynamic height is computed by dividing the NAVD 88
 KX1381.geopotential number by the normal gravity value computed on the
 KX1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1381.degrees latitude (g = 980.6199 gals.).
 KX1381
 KX1381.The modeled gravity was interpolated from observed gravity values.
 KX1381
 KX1381;                    North         East     Units Scale Factor Converg.
 KX1381;SPC PA S     -    99,473.363   442,563.911   MT  0.99996796   -1 12 00.1
 KX1381;SPC PA S     -   326,355.53  1,451,978.43   sFT  0.99996796   -1 12 00.1
 KX1381;UTM  17      - 4,452,490.007   619,161.930   MT  0.99977480   +0 54 15.3
 KX1381
 KX1381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX1381!SPC PA S     -   0.99995134  x   0.99996796  =   0.99991931
 KX1381!UTM  17      -   0.99995134  x   0.99977480  =   0.99972615
 KX1381
 KX1381|---------------------------------------------------------------------|
 KX1381| PID    Reference Object                     Distance      Geod. Az  |
 KX1381|                                                           dddmmss.s |
 KX1381| KX1382 DUNLAP RM 1                           7.861 METERS 04214     |
 KX1381| KX2033 HILLIS                              APPROX. 2.5 KM 0893322.4 |
 KX1381| KX1380 DUNLAP RM 2                           5.482 METERS 16006     |
 KX1381| KX2041 YUKON WESTINGHOUSE REACTOR TK       APPROX. 5.3 KM 2740239.9 |
 KX1381|---------------------------------------------------------------------|
 KX1381
 KX1381                          SUPERSEDED SURVEY CONTROL
 KX1381
 KX1381  NAD 83(1995)-  40 12 51.70564(N)    079 35 58.69779(W) AD(       ) 2
 KX1381  NAD 83(1986)-  40 12 51.70351(N)    079 35 58.69973(W) AD(       ) 2
 KX1381  NAD 27      -  40 12 51.44980(N)    079 35 59.55530(W) AD(       ) 2
 KX1381  NGVD 29 (??/??/92)  343.331  (m)         1126.41   (f) ADJ UNCH    2 0
 KX1381
 KX1381.Superseded values are not recommended for survey control.
 KX1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1381.See file dsdata.txt to determine how the superseded data were derived.
 KX1381
 KX1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE1916252490(NAD 83)
 KX1381_MARKER: DS = TRIANGULATION STATION DISK
 KX1381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1381_SP_SET: MONUMENT
 KX1381_STAMPING: DUNLAP 1961
 KX1381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1381
 KX1381  HISTORY     - Date     Condition        Report By
 KX1381  HISTORY     - 1961     MONUMENTED       CGS
 KX1381  HISTORY     - 1961     GOOD             CGS
 KX1381  HISTORY     - 1974     MARK NOT FOUND   NGS
 KX1381
 KX1381                          STATION DESCRIPTION
 KX1381
 KX1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 KX1381'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTHWEST OF MOUNT PLEASANT,
 KX1381'2.0 MILES SOUTH OF YOUNGWOOD AND ABOUT 0.4 MILE EAST OF NEW
 KX1381'STATNTON, ON THE SLOPE OF THE HILL THAT IS ABOUT 150 YARDS SOUTHWEST
 KX1381'OF THE HIGHEST PART OF THE HILL AND ON PROPERTY OWNED BY MR.
 KX1381'IRA DUNLAP.
 KX1381'
 KX1381'TO REACH THE STATION FROM THE TRAFFIC INTERCHANGE BRIDGE AT NEW
 KX1381'STANTON, GO SOUTHERLY ON MACADAM ROAD FOR 0.35 MILE TO A
 KX1381'SIDE ROAD LEFT, TURN LEFT AND GO 0.3 MILE TO A DRIVEWAY TO A PRIVATE
 KX1381'HOUSE ON THE LEFT AT THE CORNER OF SOME CONIFEROUS TREES, TURN
 KX1381'LEFT AND GO NORTHERLY ACROSS FIELD FOR 0.2 MILE TO THE STATION ON THE
 KX1381'SLOPE OF THE HILL IN OLD FENCE LINE. NOTE- IT SHOULD NOT BE
 KX1381'DRIVEN TO IN WET WEATHER.
 KX1381'
 KX1381'THE STATION, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE MONUMENT
 KX1381'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND, STAMPED
 KX1381'DUNLAP 1961. IT IS SET IN THE OLD FENCE LINE AND ABOUT 150 YARDS
 KX1381'SOUTHWEST OF THE HIGHEST PART OF THE HILL.
 KX1381'
 KX1381'REFERENCE MARK 1, IS A STANDARD DISK SET IN THN THE TOP OF A CONCRETE
 KX1381'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND,
 KX1381'STAMPED DUNLAP NO 1 1961. IT IS 3.2 FEET SOUTHEAST OF THE OLD FENCE
 KX1381'LINE, IS ABOUT 2.0 FEET HIGHER THAN THE STATION.
 KX1381'
 KX1381'REFERENCE MARK 2, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 KX1381'CYLINDER WHICH IS ABOUT 2 INCHES BELOW THE SURFACE OF THE
 KX1381'GROUND, STAMPED DUNLAP NO 2 1961. IT IS 14.4 FEET SOUTHEAST OF THE
 KX1381'OLD FENCE LINE AND IS ABOUT 3.0 FEET LOWER THAN THE STATION.
 KX1381'
 KX1381'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KX1381
 KX1381                          STATION RECOVERY (1961)
 KX1381
 KX1381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 KX1381'1 MI E FROM NEW STANTON.
 KX1381'ABOUT 0.45 MILES SOUTH ALONG U.S. HIGHWAY 119 FROM THE POST
 KX1381'OFFICE IN NEW STANTON, THENCE 0.3 MILE EAST ALONG A BLACKTOP
 KX1381'ROAD, THENCE NORTHEAST ACROSS A MEADOW FOR 0.2 MILE, 150 YARDS
 KX1381'SOUTHWEST OF THE HIGHEST POINT OF THE HILL.  SET IN TOP OF A
 KX1381'SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND
 KX1381'AND IS SET IN A NORTH AND SOUTH FENCELINE.
 KX1381
 KX1381                          STATION RECOVERY (1974)
 KX1381
 KX1381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KX1381'A SEARCH WAS MADE FOR THE STATION AND NO MARKS WERE FOUND. THERE IS A
 KX1381'BALL DIAMOND NOW IN THE AREA WHERE THE STATION WAS
 KX1381'LOCATED AND THE MARKS ARE DESTROYED OR UNDER FILL.
 KX1381'
 KX1381'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN. IN THE NORTHEAST
 KX1381'EDGE OF NEW STANTON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1382 ***********************************************************************
 KX1382  DESIGNATION -  DUNLAP RM 1
 KX1382  PID         -  KX1382
 KX1382  STATE/COUNTY-  PA/WESTMORELAND
 KX1382  USGS QUAD   -  MOUNT PLEASANT (1993)
 KX1382
 KX1382                         *CURRENT SURVEY CONTROL
 KX1382  ___________________________________________________________________
 KX1382* NAD 83(1986)-  40 12 51.     (N)    079 35 58.     (W)     SCALED    
 KX1382* NAVD 88     -       343.917  (meters)    1128.33   (feet)  ADJUSTED  
 KX1382  ___________________________________________________________________
 KX1382  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KX1382  DYNAMIC HT  -         343.732 (meters)    1127.73  (feet)  COMP
 KX1382  MODELED GRAV-     980,077.7   (mgal)                       NAVD 88
 KX1382
 KX1382  VERT ORDER  -  SECOND    CLASS 0
 KX1382
 KX1382.The horizontal coordinates were scaled from a topographic map and have
 KX1382.an estimated accuracy of +/- 6 seconds.
 KX1382
 KX1382.The orthometric height was determined by differential leveling
 KX1382.and adjusted by the National Geodetic Survey in June 1991..
 KX1382
 KX1382.The geoid height was determined by GEOID03.
 KX1382
 KX1382.The dynamic height is computed by dividing the NAVD 88
 KX1382.geopotential number by the normal gravity value computed on the
 KX1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1382.degrees latitude (g = 980.6199 gals.).
 KX1382
 KX1382.The modeled gravity was interpolated from observed gravity values.
 KX1382
 KX1382;                    North         East    Units  Estimated Accuracy
 KX1382;SPC PA S     -    99,450.      442,580.      MT  (+/- 180 meters Scaled)
 KX1382
 KX1382                          SUPERSEDED SURVEY CONTROL
 KX1382
 KX1382  NGVD 29 (??/??/92)  344.113  (m)         1128.98   (f) ADJ UNCH    2 0
 KX1382
 KX1382.Superseded values are not recommended for survey control.
 KX1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1382.See file dsdata.txt to determine how the superseded data were derived.
 KX1382
 KX1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE191524(NAD 83)
 KX1382_MARKER: DR = REFERENCE MARK DISK
 KX1382_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1382_SP_SET: MONUMENT
 KX1382_STAMPING: DUNLAP NO 1 1961
 KX1382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1382
 KX1382  HISTORY     - Date     Condition        Report By
 KX1382  HISTORY     - 1961     MONUMENTED       CGS
 KX1382
 KX1382                          STATION DESCRIPTION
 KX1382
 KX1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KX1382'1 MI E FROM NEW STANTON.
 KX1382'ABOUT 0.45 MILE SOUTH ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE
 KX1382'IN NEW STANTON, THENCE 0.3 MILE EAST ALONG A BLACKTOP ROAD,
 KX1382'THENCE 0.2 MILE NORTHEAST ACROSS A MEADOW, 3.2 FEET SOUTHEAST OF
 KX1382'A NORTH AND SOUTH FENCELINE.  SET IN TOP OF A SQUARE CONCRETE
 KX1382'MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.  25.8 FEET
 KX1382'NORTHEAST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1380 ***********************************************************************
 KX1380  DESIGNATION -  DUNLAP RM 2
 KX1380  PID         -  KX1380
 KX1380  STATE/COUNTY-  PA/WESTMORELAND
 KX1380  USGS QUAD   -  MOUNT PLEASANT (1993)
 KX1380
 KX1380                         *CURRENT SURVEY CONTROL
 KX1380  ___________________________________________________________________
 KX1380* NAD 83(1986)-  40 12 51.     (N)    079 35 58.     (W)     SCALED    
 KX1380* NAVD 88     -       341.851  (meters)    1121.56   (feet)  ADJUSTED  
 KX1380  ___________________________________________________________________
 KX1380  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KX1380  DYNAMIC HT  -         341.667 (meters)    1120.95  (feet)  COMP
 KX1380  MODELED GRAV-     980,077.7   (mgal)                       NAVD 88
 KX1380
 KX1380  VERT ORDER  -  SECOND    CLASS 0
 KX1380
 KX1380.The horizontal coordinates were scaled from a topographic map and have
 KX1380.an estimated accuracy of +/- 6 seconds.
 KX1380
 KX1380.The orthometric height was determined by differential leveling
 KX1380.and adjusted by the National Geodetic Survey in June 1991..
 KX1380
 KX1380.The geoid height was determined by GEOID03.
 KX1380
 KX1380.The dynamic height is computed by dividing the NAVD 88
 KX1380.geopotential number by the normal gravity value computed on the
 KX1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1380.degrees latitude (g = 980.6199 gals.).
 KX1380
 KX1380.The modeled gravity was interpolated from observed gravity values.
 KX1380
 KX1380;                    North         East    Units  Estimated Accuracy
 KX1380;SPC PA S     -    99,450.      442,580.      MT  (+/- 180 meters Scaled)
 KX1380
 KX1380                          SUPERSEDED SURVEY CONTROL
 KX1380
 KX1380  NGVD 29 (??/??/92)  342.046  (m)         1122.20   (f) ADJ UNCH    2 0
 KX1380
 KX1380.Superseded values are not recommended for survey control.
 KX1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1380.See file dsdata.txt to determine how the superseded data were derived.
 KX1380
 KX1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE191524(NAD 83)
 KX1380_MARKER: DR = REFERENCE MARK DISK
 KX1380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1380_SP_SET: CONCRETE CYLINDER
 KX1380_STAMPING: DUNLAP NO 2 1961
 KX1380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1380
 KX1380  HISTORY     - Date     Condition        Report By
 KX1380  HISTORY     - 1961     MONUMENTED       CGS
 KX1380
 KX1380                          STATION DESCRIPTION
 KX1380
 KX1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KX1380'1 MI E FROM NEW STANTON.
 KX1380'ABOUT 0.45 MILE SOUTH ALONG U.S. HIGHWAY 119 FROM THE POST
 KX1380'OFFICE IN NEW STANTON, THENCE 0.3 MILE EAST ALONG A BLACKTOP
 KX1380'ROAD, THENCE 0.2 MILE NORTHEAST ACROSS A MEADOW, 14.4 FEET
 KX1380'SOUTHEAST OF A NORTH AND SOUTH FENCELINE.  SET IN TOP OF A
 KX1380'12-INCH CONCRETE CYLINDER 2 INCHES BELOW THE SURFACE OF THE
 KX1380'GROUND.  18.0 FEET SOUTH-SOUTHEAST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2709 ***********************************************************************
 LY2709  DESIGNATION -  DUNMORE
 LY2709  PID         -  LY2709
 LY2709  STATE/COUNTY-  PA/LACKAWANNA
 LY2709  USGS QUAD   -  OLYPHANT (1994)
 LY2709
 LY2709                         *CURRENT SURVEY CONTROL
 LY2709  ___________________________________________________________________
 LY2709* NAD 83(1992)-  41 24 57.32621(N)    075 37 03.55550(W)     ADJUSTED  
 LY2709* NAVD 88     -       374.2    (meters)    1228.     (feet)  VERTCON   
 LY2709  ___________________________________________________________________
 LY2709  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 LY2709  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 LY2709
 LY2709  HORZ ORDER  -  THIRD
 LY2709
 LY2709.The horizontal coordinates were established by classical geodetic methods
 LY2709.and adjusted by the National Geodetic Survey in June 2002..
 LY2709
 LY2709.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2709
 LY2709.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2709
 LY2709.The geoid height was determined by GEOID03.
 LY2709
 LY2709;                    North         East     Units Scale Factor Converg.
 LY2709;SPC PA N     -   140,929.171   778,247.073   MT  0.99995684   +1 24 38.3
 LY2709;SPC PA N     -   462,365.12  2,553,298.94   sFT  0.99995684   +1 24 38.3
 LY2709;UTM  18      - 4,585,114.292   448,382.115   MT  0.99963279   -0 24 31.0
 LY2709
 LY2709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2709!SPC PA N     -   0.99994623  x   0.99995684  =   0.99990307
 LY2709!UTM  18      -   0.99994623  x   0.99963279  =   0.99957904
 LY2709
 LY2709|---------------------------------------------------------------------|
 LY2709| PID    Reference Object                     Distance      Geod. Az  |
 LY2709|                                                           dddmmss.s |
 LY2709| CB4048 DUNMORE RM 1                         24.227 METERS 00210     |
 LY2709| LY2723 AIRWAY BCN 19 S OF SCRANTON         APPROX. 8.9 KM 2033850.9 |
 LY2709| CB4049 DUNMORE RM 2                         23.786 METERS 24346     |
 LY2709| LY2734 SCRANTON TV STA WDAU S MAST         APPROX.10.9 KM 2762045.9 |
 LY2709| LY2729 AIRWAY BCN 18 B W OF SCRANTON       APPROX.10.6 KM 2780054.1 |
 LY2709|---------------------------------------------------------------------|
 LY2709
 LY2709                          SUPERSEDED SURVEY CONTROL
 LY2709
 LY2709  NAD 83(1996)-  41 24 57.32591(N)    075 37 03.55939(W) AD(       ) 3
 LY2709  NAD 83(1986)-  41 24 57.32605(N)    075 37 03.55971(W) AD(       ) 3
 LY2709  NAD 27      -  41 24 57.03990(N)    075 37 04.86710(W) AD(       ) 3
 LY2709  NGVD 29 (07/19/86)  374.4    (m)         1228.     (f) VERT ANG       
 LY2709
 LY2709.Superseded values are not recommended for survey control.
 LY2709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2709.See file dsdata.txt to determine how the superseded data were derived.
 LY2709
 LY2709_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL4838285114(NAD 83)
 LY2709_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2709
 LY2709  HISTORY     - Date     Condition        Report By
 LY2709  HISTORY     - 1959     MONUMENTED       CGS
 LY2709  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LY2709  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LY2709  HISTORY     - 1974     SEE DESCRIPTION  PADH
 LY2709
 LY2709                          STATION DESCRIPTION
 LY2709
 LY2709'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY2709'THE STATION IS LOCATED ON A HIGH, GRASSY, HILL IN THE SOUTH EDGE OF
 LY2709'DUNMORE.  IT IS 127 FEET EAST OF THE CENTER OF A GRAVELED ROAD
 LY2709'INTERSECTION AND 62 FEET SOUTHEAST OF THE CENTER OF AN EAST AND WEST
 LY2709'GRAVELED ROAD.
 LY2709'
 LY2709'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 11 AND
 LY2709'WHEELER AVENUE AND MILL STREET IN THE WEST EDGE OF DUNMORE.  GO
 LY2709'SOUTH ON MILL STREET FOR 0.45 MILE TO THE INTERSECTION OF SMITH
 LY2709'STREET.  TURN LEFT AND GO EAST ON SMITH STREET FOR 0.1 MILE TO A
 LY2709'CROSS STREET, CONTINUE STRAIGHT AHEAD ON SMITH STREET, GRAVELED, FOR
 LY2709'0.42 MILE TO THE INTERSECTION OF COONEY STREET.  TURN RIGHT
 LY2709'AND GO SOUTH ON COONEY STREET FOR 0.28 MILE TO A GRAVELED ROAD
 LY2709'INTERSECTION, CONTINUE STRAIGHT AHEAD FOR 0.07 MILE TO THE STATION
 LY2709'ON THE RIGHT.
 LY2709'
 LY2709'THE STATION MARK, A STANDARD DISK STAMPED DUNMORE 1959, IS SET IN THE
 LY2709'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 LY2709'OF THE GROUND.
 LY2709'
 LY2709'REFERENCE MARK 1, A STANDARD DISK STAMPED DUNMORE NO 1 1959, IS SET
 LY2709'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 LY2709'SURFACE OF THE GROUND.  IT IS 38 FEET SOUTHEAST OF THE CENTER OF A
 LY2709'GRAVELED ROAD INTERSECTION AND IS ABOUT THE SAME ELEVATION AS
 LY2709'THE STATION MARK.
 LY2709'
 LY2709'REFERENCE MARK 2, A STANDARD DISK STAMPED DUNMORE NO 2 1959, IS SET
 LY2709'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 LY2709'SURFACE OF THE GROUND.  IT IS 47 FEET EAST OF THE CENTER OF A
 LY2709'GRAVELED ROAD INTERSECTION AND 29 FEET SOUTHEAST OF THE CENTER
 LY2709'OF AN EAST AND WEST GRAVELED ROAD AND IS ABOUT 12 INCHES LOWER THAN
 LY2709'THE STATION MARK.
 LY2709'
 LY2709'STATION SOUTHSIDE MAY BE USED AS AN AZIMUTH MARK.
 LY2709'
 LY2709'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LY2709
 LY2709                          STATION RECOVERY (1963)
 LY2709
 LY2709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RMB)
 LY2709'STATION WAS NOT RECOVERED.  THE AREA IS THE SITE OF SUBDIVISION
 LY2709'CONSTRUCTION AND THE STATION MAY HAVE BEEN DESTROYED.
 LY2709
 LY2709                          STATION RECOVERY (1964)
 LY2709
 LY2709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 LY2709'THE AREA OF THE STATION LOCATION IS NOW A HOUSING DEVELOPMENT AREA,
 LY2709'IT IS ASSUMED THAT WHEN THE GRADING WAS DONE FOR THIS DEVELOPMENT
 LY2709'THAT ALL OF THE MARKS WERE DESTROYED.  NO EVIDENCE OF WHERE STATION
 LY2709'LOCATION WAS FOUND, OR ANYBODY OF KNOWING WHERE THE MARKS WERE.
 LY2709
 LY2709                          STATION RECOVERY (1974)
 LY2709
 LY2709'RECOVERY NOTE BY PA DEPT OF HIGHWAYS 1974 (JY)
 LY2709'ALL MARKS (STATION, RM 1 AND RM 2) COVERED BY FILL IN HOUSING PROJECT
 LY2709'SITE.
 LY2709'
 LY2709'NOTE- A WITNESS POST FOUND IN AREA PROJECTING 2 FT OUT OF FILL BUT NO
 LY2709'MENTION OF WITNESS POST IN MONUMENT DESCRIPTION.
 LY2709'
 LY2709'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-SOUTH EDGE OF
 LY2709'DUNMORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1821 ***********************************************************************
 LZ1821  DESIGNATION -  DUNN
 LZ1821  PID         -  LZ1821
 LZ1821  STATE/COUNTY-  PA/POTTER
 LZ1821  USGS QUAD   -  SHORT RUN (1971)
 LZ1821
 LZ1821                         *CURRENT SURVEY CONTROL
 LZ1821  ___________________________________________________________________
 LZ1821* NAD 83(1992)-  41 35 11.40714(N)    077 51 26.01696(W)     ADJUSTED  
 LZ1821* NAVD 88     -       678.0    (meters)    2224.     (feet)  VERTCON   
 LZ1821  ___________________________________________________________________
 LZ1821  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 LZ1821  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 LZ1821
 LZ1821  HORZ ORDER  -  SECOND
 LZ1821
 LZ1821.The horizontal coordinates were established by classical geodetic methods
 LZ1821.and adjusted by the National Geodetic Survey in June 2002..
 LZ1821
 LZ1821.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1821
 LZ1821.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1821
 LZ1821.The geoid height was determined by GEOID03.
 LZ1821
 LZ1821;                    North         East     Units Scale Factor Converg.
 LZ1821;SPC PA N     -   157,684.580   591,059.235   MT  0.99996118   -0 04 15.4
 LZ1821;SPC PA N     -   517,336.83  1,939,166.84   sFT  0.99996118   -0 04 15.4
 LZ1821;UTM  18      - 4,607,811.057   261,833.619   MT  1.00029810   -1 53 50.5
 LZ1821
 LZ1821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1821!SPC PA N     -   0.99989867  x   0.99996118  =   0.99985986
 LZ1821!UTM  18      -   0.99989867  x   1.00029810  =   1.00019674
 LZ1821
 LZ1821|---------------------------------------------------------------------|
 LZ1821| PID    Reference Object                     Distance      Geod. Az  |
 LZ1821|                                                           dddmmss.s |
 LZ1821| CJ9708 DUNN RM 1                            16.580 METERS 14407     |
 LZ1821| CJ9709 DUNN RM 2                            15.624 METERS 24231     |
 LZ1821| LZ1824 CONRAD                              APPROX. 8.2 KM 3093711.3 |
 LZ1821|---------------------------------------------------------------------|
 LZ1821
 LZ1821                          SUPERSEDED SURVEY CONTROL
 LZ1821
 LZ1821  NAD 83(1996)-  41 35 11.40657(N)    077 51 26.01894(W) AD(       ) 2
 LZ1821  NAD 83(1986)-  41 35 11.40676(N)    077 51 26.01768(W) AD(       ) 2
 LZ1821  NAD 27      -  41 35 11.16592(N)    077 51 27.03622(W) AD(       ) 2
 LZ1821  NGVD 29 (07/19/86)  678.1    (m)         2225.     (f) VERT ANG       
 LZ1821
 LZ1821.Superseded values are not recommended for survey control.
 LZ1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1821.See file dsdata.txt to determine how the superseded data were derived.
 LZ1821
 LZ1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM6183407811(NAD 83)
 LZ1821_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1821_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LZ1821
 LZ1821  HISTORY     - Date     Condition        Report By
 LZ1821  HISTORY     - 1967     MONUMENTED       CGS
 LZ1821
 LZ1821                          STATION DESCRIPTION
 LZ1821
 LZ1821'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 LZ1821'THE STATION IS LOCATED 15 MILES SOUTHEAST OF COUDERSPORT, 15 MILES
 LZ1821'SOUTHWEST OF GALETON, 8 MILES NORTH-NORTHWEST OF CROSS FORK,
 LZ1821'ABOUT 6 MILES SOUTH OF CHERRY SPRINGS STATE PARK, ON AN EAST-WEST
 LZ1821'RIDGE JUST SOUTHWEST OF A QUARRY.  IT IS ON STATE GAME LANDS AND
 LZ1821'LEASED TO MR. M. ROBINSON WHO OPERATES THE FLAGSTONE QUARRY.
 LZ1821'
 LZ1821'TO REACH THE STATION FROM THE POST OFFICE IN COUDERSPORT, GO SOUTH ON
 LZ1821'STATE HIGHWAY 49 FOR 0.1 MILE TO THE JUNCTION OF U.S. HIGHWAY 6 AND
 LZ1821'STATE HIGHWAY 44.  TURN LEFT AND GO EASTERLY ON U.S. HIGHWAY 6 AND
 LZ1821'STATE HIGHWAY 44 FOR 4.0 MILES TO SWEDEN VALLEY AND A CROSSROAD.
 LZ1821'TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 44 FOR 10.8 MILES TO A SIDE
 LZ1821'ROAD RIGHT, OPPOSITE THE CHERRY SPRINGS AIRPORT.  TURN RIGHT
 LZ1821'AND GO SOUTHWEST ON THE PAVED ROAD FOR 4.3 MILES TO A SIDE ROAD LEFT
 LZ1821'AND SIGN, HORTON RUN RD MCCONNELL RD.  TURN LEFT ON THE GRAVELED
 LZ1821'ROAD AND GO 0.15 MILE TO A CROSSROAD, CONTINUE AHEAD UPHILL FOR
 LZ1821'1.95 MILES TO A FORK AND SIGN, MCCONNELL RD TO WINDFALL RD.  KEEP
 LZ1821'RIGHT AND GO 0.45 MILE TO A FORK AND SIGN, WINDFALL RD TO CROSS FORK
 LZ1821'RD.  KEEP RIGHT AND GO 1.8 MILES TO A SIDE ROAD RIGHT AT THE TOP OF A
 LZ1821'SMALL GRADE.  TURN RIGHT AND GO 100 FEET TO A LOCKED CABLE
 LZ1821'ACROSS THE ROAD, PASS THROUGH THE CABLE AND GO UP A STEEP GRADE FOR
 LZ1821'0.1 MILE TO A FORK.  KEEP RIGHT AND GO 0.25 MILE TO THE TOP OF THE
 LZ1821'GRADE AND THE STATION ON THE RIGHT.
 LZ1821'
 LZ1821'THE STATION MARK IS 41.5 FEET NORTHEAST OF THE CENTER OF THE GRAVELED
 LZ1821'ROAD, AND 4.0 FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN.  IT
 LZ1821'IS A STANDARD TRIANGULATION DISK STAMPED DUNN 1967, SET IN THE TOP OF
 LZ1821'A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 LZ1821'
 LZ1821'REFERENCE MARK 1 IS 58.5 FEET SOUTH-SOUTHEAST OF THE METAL WITNESS
 LZ1821'POST AND SIGN, AND 29 FEET NORTHEAST OF THE CENTER OF THE GRAVELED
 LZ1821'ROAD.  IT IS A STANDARD DISK STAMPED DUNN NO 1 1967, SET IN THE TOP
 LZ1821'OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE
 LZ1821'GROUND.
 LZ1821'
 LZ1821'REFERENCE MARK 2 IS 50.0 FEET WEST-SOUTHWEST OF THE METAL WITNESS
 LZ1821'POST AND SIGN, AND 8 FEET SOUTHWEST OF THE CENTER OF THE GRAVELED
 LZ1821'ROAD.  IT IS A STANDARD DISK STAMPED DUNN NO 2 1967, SET IN THE TOP
 LZ1821'OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 LZ1821'
 LZ1821'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2716 ***********************************************************************
 LY2716  DESIGNATION -  DUNN
 LY2716  PID         -  LY2716
 LY2716  STATE/COUNTY-  PA/LACKAWANNA
 LY2716  USGS QUAD   -  MOSCOW (1976)
 LY2716
 LY2716                         *CURRENT SURVEY CONTROL
 LY2716  ___________________________________________________________________
 LY2716* NAD 83(1992)-  41 21 03.36919(N)    075 34 31.26997(W)     ADJUSTED  
 LY2716* NAVD 88     -       568.3    (meters)    1864.     (feet)  VERTCON   
 LY2716  ___________________________________________________________________
 LY2716  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 LY2716  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 LY2716
 LY2716  HORZ ORDER  -  SECOND
 LY2716
 LY2716.The horizontal coordinates were established by classical geodetic methods
 LY2716.and adjusted by the National Geodetic Survey in June 2002..
 LY2716
 LY2716.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2716
 LY2716.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2716
 LY2716.The geoid height was determined by GEOID03.
 LY2716
 LY2716;                    North         East     Units Scale Factor Converg.
 LY2716;SPC PA N     -   133,802.017   781,963.607   MT  0.99995751   +1 26 19.0
 LY2716;SPC PA N     -   438,982.12  2,565,492.27   sFT  0.99995751   +1 26 19.0
 LY2716;UTM  18      - 4,577,875.124   451,869.408   MT  0.99962851   -0 22 48.5
 LY2716
 LY2716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2716!SPC PA N     -   0.99991581  x   0.99995751  =   0.99987332
 LY2716!UTM  18      -   0.99991581  x   0.99962851  =   0.99954435
 LY2716
 LY2716|---------------------------------------------------------------------|
 LY2716| PID    Reference Object                     Distance      Geod. Az  |
 LY2716|                                                           dddmmss.s |
 LY2716| CB4051 DUNN RM 2                            24.893 METERS 21545     |
 LY2716| LY2710 SCRUB OAK                           APPROX. 3.7 KM 3354019.9 |
 LY2716| CB4050 DUNN RM 1                            22.476 METERS 34923     |
 LY2716|---------------------------------------------------------------------|
 LY2716
 LY2716                          SUPERSEDED SURVEY CONTROL
 LY2716
 LY2716  NAD 83(1996)-  41 21 03.36904(N)    075 34 31.27294(W) AD(       ) 2
 LY2716  NAD 83(1986)-  41 21 03.36905(N)    075 34 31.27318(W) AD(       ) 2
 LY2716  NAD 27      -  41 21 03.07630(N)    075 34 32.58630(W) AD(       ) 2
 LY2716  NGVD 29 (07/19/86)  568.5    (m)         1865.     (f) VERT ANG       
 LY2716
 LY2716.Superseded values are not recommended for survey control.
 LY2716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2716.See file dsdata.txt to determine how the superseded data were derived.
 LY2716
 LY2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL5186977875(NAD 83)
 LY2716_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2716
 LY2716  HISTORY     - Date     Condition        Report By
 LY2716  HISTORY     - 1959     MONUMENTED       CGS
 LY2716  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LY2716  HISTORY     - 1984     GOOD             PWPCO
 LY2716  HISTORY     - 20040418 GOOD             INDIV
 LY2716
 LY2716                          STATION DESCRIPTION
 LY2716
 LY2716'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY2716'THE STATION IS LOCATED ON THE HIGHEST POINT OF A TIMBER COVERED HILL,
 LY2716'ON PROPERTY OWNED BY THE SCRANTON SPRINGBROOK WATER COMPANY,
 LY2716'ABOUT 4.5 MILES SOUTHEAST OF SCRANTON AND ABOUT 3 MILES NORTHWEST OF
 LY2716'MOSCOW.
 LY2716'
 LY2716'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 611 AND STATE
 LY2716'HIGHWAY 690 IN THE SOUTH EDGE OF MOSCOW, GO WEST ON STATE HIGHWAY
 LY2716'690 FOR 2.31 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A
 LY2716'GRAVELED ROAD FOR 1.03 MILES TO A T- ROAD INTERSECTION.  TURN LEFT
 LY2716'AND GO NORTHWEST ON A DIRT ROAD FOR 0.69 MILE TO A T-ROAD
 LY2716'INTERSECTION.  TURN RIGHT AND GO NORTH ON A BLADED ROAD FOR 0.01 MILE
 LY2716'TO A WOODS ROAD ON THE RIGHT, EAST, SIDE OF THE BLADED ROAD.  TURN
 LY2716'RIGHT, A FOUR- WHEEL DRIVE VEHICLE IS REQUIRED FROM THIS POINT TO
 LY2716'THE STATION, AND GO EAST ON THE WOODS ROAD FOR 0.01 MILE TO A FORK.
 LY2716'TAKE THE RIGHT FORK AND CONTINUE STRAIGHT AHEAD FOR 0.09 MILE TO A
 LY2716'FORK.  TAKE THE LEFT FORK AND GO NORTH FOR 0.09 MILE TO AN OLD STONE
 LY2716'FENCE LINE.  PASS THROUGH AN OPENING IN THE STONE FENCE LINE AND
 LY2716'CONTINUE NORTH AND EAST FOR 0.07 MILE TO THE HIGHEST POINT OF THE
 LY2716'HILL, A STANDARD METAL WITNESS MARKER AND THE STATION.
 LY2716'
 LY2716'THE STATION MARK, A STANDARD DISK STAMPED DUNN 1959, IS SET IN THE
 LY2716'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES
 LY2716'ABOVE THE SURFACE OF THE GROUND.  IT IS 146 FEET SOUTH OF THE EAST
 LY2716'AND WEST ROCK FENCE LINE AND 6.05 FEET SOUTH OF A STANDARD METAL
 LY2716'WITNESS MARKER.
 LY2716'
 LY2716'REFERENCE MARK 1, A STANDARD DISK STAMPED DUNN NO 1 1959, IS SET IN
 LY2716'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES
 LY2716'ABOVE THE SURFACE OF THE GROUND.  IT IS 73 FEET SOUTH OF AN EAST AND
 LY2716'WEST ROCK FENCE LINE, 67 FEET NORTH OF A STANDARD METAL WITNESS
 LY2716'MARKER AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 LY2716'
 LY2716'REFERENCE MARK 2, A STANDARD DISK STAMPED DUNN NO 2 1959, IS SET IN
 LY2716'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 LY2716'OF THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS
 LY2716'79 FEET NORTH OF A STANDARD WITNESS MARKER.
 LY2716'
 LY2716'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.  THERE WOULD BE
 LY2716'CONSIDERABLE CLEARING OF TIMBER BEFORE ONE WOULD SEE FROM THE
 LY2716'GROUND.
 LY2716'
 LY2716'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LY2716
 LY2716                          STATION RECOVERY (1963)
 LY2716
 LY2716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RMB)
 LY2716'STATION WAS RECOVERED AS DESCRIBED.  A LINE OF SIGHT HAS BEEN CUT, SO
 LY2716'THAT STATION SETZER IS VISIBLE FROM THE GROUND.
 LY2716
 LY2716                          STATION RECOVERY (1984)
 LY2716
 LY2716'RECOVERY NOTE BY PENNSYLVANIA WATER AND POWER COMPANY 1984 (GMB)
 LY2716'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  STATION SETZER NO
 LY2716'LONGER VISIBLE FROM THE GROUND.
 LY2716
 LY2716                          STATION RECOVERY (2004)
 LY2716
 LY2716'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JKM)
 LY2716' 
 LY2716'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 LY2716'CONDITION. THE STATION IS APPROXIMATELY 12 FEET EAST OF A 12-INCH
 LY2716'DIAMETER DEAD TREE WITH A STANDARD METAL WITNESS SIGN. REFERENCE MARK
 LY2716'1 IS IN POOR CONDITION WITH ONLY THE SHANK REMAINING. REFERENCE MARK 2
 LY2716'IS SOUTHWEST, NOT NORTH, OF THE STATION AND WITNESS SIGN.  NEW ROUTE
 LY2716'DESCRIPTION FOLLOWS.
 LY2716' 
 LY2716'TO REACH THE STATION FROM THE JUNCTION OF PA ROUTES 307 AND 690 IN
 LY2716'MOSCOW, TRAVEL 2.0 MILES NORTHWEST ON PA ROUTE 307 TO A PAVED ROAD
 LY2716'RIGHT (BLUE SHUTTERS ROAD).  GO NORTHEAST ON BLUE SHUTTERS ROAD FOR
 LY2716'0.6 MILES TO A WOODS ROAD SOUTH.
 LY2716'GO SOUTH ON THE WOODS ROAD FOR 0.55 MILES TO A Y INTERSECTION AND A
 LY2716'CLEARING ON THE LEFT (EAST) SIDE, THEN NORTHEASTERLY ON A WOODS ROAD
 LY2716'FOR 0.25 MILES TO THE TOP OF THE HILL AND THE STATION ON THE RIGHT.
 LY2716' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2231 ***********************************************************************
 KX2231  DESIGNATION -  DUNNING
 KX2231  PID         -  KX2231
 KX2231  STATE/COUNTY-  PA/BEDFORD
 KX2231  USGS QUAD   -  EVERETT WEST (1987)
 KX2231
 KX2231                         *CURRENT SURVEY CONTROL
 KX2231  ___________________________________________________________________
 KX2231* NAD 83(1992)-  40 06 27.14924(N)    078 24 11.15912(W)     ADJUSTED  
 KX2231* NAVD 88     -       762.     (meters)    2500.     (feet)  SCALED    
 KX2231  ___________________________________________________________________
 KX2231  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 KX2231  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KX2231
 KX2231  HORZ ORDER  -  THIRD
 KX2231
 KX2231.The horizontal coordinates were established by classical geodetic methods
 KX2231.and adjusted by the National Geodetic Survey in June 2002..
 KX2231
 KX2231.The orthometric height was scaled from a topographic map.
 KX2231
 KX2231.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2231
 KX2231.The geoid height was determined by GEOID03.
 KX2231
 KX2231;                    North         East     Units Scale Factor Converg.
 KX2231;SPC PA S     -    86,169.748   544,318.651   MT  0.99997733   -0 25 25.4
 KX2231;SPC PA S     -   282,708.58  1,785,818.77   sFT  0.99997733   -0 25 25.4
 KX2231;SPC PA N     -    -6,356.452   544,305.411   MT  1.00021547   -0 25 55.4
 KX2231;SPC PA N     -   -20,854.46  1,785,775.34   sFT  1.00021547   -0 25 55.4
 KX2231;UTM  17      - 4,442,925.990   721,335.521   MT  1.00020312   +1 40 25.2
 KX2231
 KX2231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2231!SPC PA S     -   0.99988567  x   0.99997733  =   0.99986300
 KX2231!SPC PA N     -   0.99988567  x   1.00021547  =   1.00010111
 KX2231!UTM  17      -   0.99988567  x   1.00020312  =   1.00008876
 KX2231
 KX2231:                Primary Azimuth Mark                     Grid Az
 KX2231:SPC PA S     -  PIGEON                                   255 36 27.1
 KX2231:SPC PA N     -  PIGEON                                   255 36 57.1
 KX2231:UTM  17      -  PIGEON                                   253 30 36.5
 KX2231
 KX2231|---------------------------------------------------------------------|
 KX2231| PID    Reference Object                     Distance      Geod. Az  |
 KX2231|                                                           dddmmss.s |
 KX2231| KX2284 PIGEON                              APPROX.14.0 KM 2551101.7 |
 KX2231|---------------------------------------------------------------------|
 KX2231
 KX2231                          SUPERSEDED SURVEY CONTROL
 KX2231
 KX2231  NAD 83(1995)-  40 06 27.15870(N)    078 24 11.17272(W) AD(       ) 3
 KX2231  NAD 83(1986)-  40 06 27.15953(N)    078 24 11.17004(W) AD(       ) 3
 KX2231  NAD 27      -  40 06 26.87393(N)    078 24 12.12580(W) AD(       ) 3
 KX2231
 KX2231.Superseded values are not recommended for survey control.
 KX2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2231.See file dsdata.txt to determine how the superseded data were derived.
 KX2231
 KX2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE2133642926(NAD 83)
 KX2231_MARKER: DD = SURVEY DISK
 KX2231_SETTING: 66 = SET IN ROCK OUTCROP
 KX2231_SP_SET: SET IN ROCK OUTCROP
 KX2231_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX2231+STABILITY: POSITION/ELEVATION WELL
 KX2231
 KX2231  HISTORY     - Date     Condition        Report By
 KX2231  HISTORY     - 1906     MONUMENTED       USGS
 KX2231
 KX2231                          STATION DESCRIPTION
 KX2231
 KX2231'DESCRIBED BY US GEOLOGICAL SURVEY 1906
 KX2231'ON MOUNTAIN LOCALLY KNOWN BY THAT NAME, ABOUT 10 MI N. OF MOUNT
 KX2231'DALLAS AND 4.0 MI S. OF NEW ENTERPRISE, ON TIMBERED LAND OWNED BY
 KX2231'WILLIAM OVER.
 KX2231'
 KX2231'STATION MARK, A STANDARD DISK MARKED---U S GEOLOGICAL SURVEY-
 KX2231'PENNSYLVANIA---CEMENTED IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1401 ***********************************************************************
 LY1401  DESIGNATION -  DUPONT
 LY1401  PID         -  LY1401
 LY1401  STATE/COUNTY-  PA/LUZERNE
 LY1401  USGS QUAD   -  PITTSTON (1994)
 LY1401
 LY1401                         *CURRENT SURVEY CONTROL
 LY1401  ___________________________________________________________________
 LY1401* NAD 83(1992)-  41 18 49.89809(N)    075 45 36.31961(W)     ADJUSTED  
 LY1401* NAVD 88     -       286.368  (meters)     939.53   (feet)  ADJUSTED  
 LY1401  ___________________________________________________________________
 LY1401  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 LY1401  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 LY1401  DYNAMIC HT  -         286.254 (meters)     939.15  (feet)  COMP
 LY1401  MODELED GRAV-     980,217.4   (mgal)                       NAVD 88
 LY1401
 LY1401  HORZ ORDER  -  SECOND
 LY1401  VERT ORDER  -  SECOND    CLASS 0
 LY1401
 LY1401.The horizontal coordinates were established by classical geodetic methods
 LY1401.and adjusted by the National Geodetic Survey in June 2002..
 LY1401
 LY1401.The orthometric height was determined by differential leveling
 LY1401.and adjusted by the National Geodetic Survey in June 1991..
 LY1401
 LY1401.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY1401
 LY1401.The geoid height was determined by GEOID03.
 LY1401
 LY1401.The dynamic height is computed by dividing the NAVD 88
 LY1401.geopotential number by the normal gravity value computed on the
 LY1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1401.degrees latitude (g = 980.6199 gals.).
 LY1401
 LY1401.The modeled gravity was interpolated from observed gravity values.
 LY1401
 LY1401;                    North         East     Units Scale Factor Converg.
 LY1401;SPC PA N     -   129,314.040   766,603.259   MT  0.99995847   +1 18 59.1
 LY1401;SPC PA N     -   424,257.81  2,515,097.53   sFT  0.99995847   +1 18 59.1
 LY1401;UTM  18      - 4,573,878.120   436,379.325   MT  0.99964981   -0 30 06.5
 LY1401
 LY1401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY1401!SPC PA N     -   0.99996006  x   0.99995847  =   0.99991853
 LY1401!UTM  18      -   0.99996006  x   0.99964981  =   0.99960988
 LY1401
 LY1401:                Primary Azimuth Mark                     Grid Az
 LY1401:SPC PA N     -  WILKES BARRE APT CONTROL TOWER           045 35 19.0
 LY1401:UTM  18      -  WILKES BARRE APT CONTROL TOWER           047 24 24.6
 LY1401
 LY1401|---------------------------------------------------------------------|
 LY1401| PID    Reference Object                     Distance      Geod. Az  |
 LY1401|                                                           dddmmss.s |
 LY1401| LY2726 WILKES BARRE APT CONTROL TOWER      APPROX. 3.6 KM 0465418.1 |
 LY1401| LY2727 AIRPORT BCN WILKES BARRE APT        APPROX. 4.2 KM 0543147.2 |
 LY1401| LY2723 AIRWAY BCN 19 S OF SCRANTON         APPROX. 9.0 KM 0690204.5 |
 LY1401| LY1402 DUPONT RM 1                          16.348 METERS 17333     |
 LY1401| LY1405 LAFLIN                              APPROX. 2.9 KM 2182704.2 |
 LY1401| LY1400 DUPONT RM 2                          17.958 METERS 28830     |
 LY1401|---------------------------------------------------------------------|
 LY1401
 LY1401                          SUPERSEDED SURVEY CONTROL
 LY1401
 LY1401  NAD 83(1986)-  41 18 49.89840(N)    075 45 36.32210(W) AD(       ) 2
 LY1401  NAD 27      -  41 18 49.60780(N)    075 45 37.62980(W) AD(       ) 2
 LY1401  NGVD 29 (??/??/92)  286.552  (m)          940.13   (f) ADJ UNCH    2 0
 LY1401
 LY1401.Superseded values are not recommended for survey control.
 LY1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1401.See file dsdata.txt to determine how the superseded data were derived.
 LY1401
 LY1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL3637973878(NAD 83)
 LY1401_MARKER: DS = TRIANGULATION STATION DISK
 LY1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1401_STAMPING: DUPONT 1959
 LY1401_MARK LOGO: CGS   
 LY1401_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1401+STABILITY: SURFACE MOTION
 LY1401
 LY1401  HISTORY     - Date     Condition        Report By
 LY1401  HISTORY     - 1959     MONUMENTED       CGS
 LY1401  HISTORY     - 1959     GOOD             CGS
 LY1401  HISTORY     - 1962     SEE DESCRIPTION  CGS
 LY1401  HISTORY     - 1973     SEE DESCRIPTION  BAKER
 LY1401  HISTORY     - 1974     SEE DESCRIPTION  NGS
 LY1401  HISTORY     - 1985     GOOD             NGS
 LY1401  HISTORY     - 19850621 SEE DESCRIPTION  NGS
 LY1401
 LY1401                          STATION DESCRIPTION
 LY1401
 LY1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY1401'STATION IS LOCATED IN A SMALL CLEARING, ON A HIGH BRUSHY RIDGE, ABOUT
 LY1401'1 MILE EAST OF PITTSTON, 2 MILES SOUTH-SOUTHWEST OF AVOCA, 0.15
 LY1401'MILE NORTHWEST OF THE COMEFORD DRIVE-IN THEATER AND ABOUT 100 FEET
 LY1401'EAST OF WHERE THE BLAZED TRAIL ENTERS THE BRUSH WHERE THE STATION IS
 LY1401'LOCATED.
 LY1401'
 LY1401'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 309 AND STATE
 LY1401'HIGHWAYS 315 AND 115 WHICH IS AT THE EAST EDGE OF WILKES BARRE.
 LY1401'GO NORTHEAST AND NORTH ON HIGHWAY 315 FOR 6.75 MILES TO A SIDE ROAD
 LY1401'LEFT WHICH IS ABOUT 100 FEET SOUTH OF WHERE THE PENNSYLVANIA
 LY1401'TURNPIKE PASSES OVER HIGHWAY 315.  TURN LEFT AND GO NORTHERLY ON A
 LY1401'GRAVELED ROAD FOR 0.5 MILE TO AN OLD STRIP MINE ROAD RIGHT.  TURN
 LY1401'RIGHT AND FOLLOW THE MINE ROAD, PASSING TO THE EAST OF AN OLD SQUARE
 LY1401'MINE TOWER, FOR 0.05 MILE TO A DIM MINE ROAD LEFT, BEAR RIGHT,
 LY1401'KEEPING ON THE MAIN MINE ROAD AND GO EAST FOR 0.3 MILE TO THE WEST
 LY1401'EDGE OF SOME BRUSH, ENTER THE BRUSH AND FOLLOW A BLAZED OR CLEARED
 LY1401'TRAIL FOR ABOUT 100 FEET TO THE CENTER OF THE CLEARING AND
 LY1401'STATION.
 LY1401'
 LY1401'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF SQUARE CONCRETE
 LY1401'MONUMENTS.
 LY1401'
 LY1401'STATION MARK IS STAMPED DUPONT 1959 AND PROJECTS ABOUT 3 INCHES.  A
 LY1401'STANDARD METAL WITNESS POST WAS SET 4.8 FEET EAST OF THE MARK.
 LY1401'
 LY1401'REFERENCE MARK 1 IS STAMPED DUPONT NO 1 1959 AND PROJECTS ABOUT 1
 LY1401'INCH.
 LY1401'
 LY1401'REFERENCE MARK 2 IS STAMPED DUPONT NO 2 1959 AND PROJECTS ABOUT 1
 LY1401'INCH.
 LY1401'
 LY1401'HEIGHT OF LIGHT ABOVE STATION MARK 13 METERS.
 LY1401
 LY1401                          STATION RECOVERY (1959)
 LY1401
 LY1401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LY1401'5.9 MI NE FROM WILKES BARRE.
 LY1401'5.9 MILE NORTHEAST ALONG STATE HIGHWAY 315 FROM THE JUNCTION
 LY1401'OF STATE HIGHWAYS 315 AND 115 AT THE VETERANS ADMINISTRATION
 LY1401'HOSPITAL IN WILKES BARRE TO THE COMEFORD DRIVE IN THEATER BOX
 LY1401'OFFICE, THENCE NORTHWEST ALONG THE SOUTHWEST SIDE OF THE FENCE
 LY1401'WHICH BORDERS THE THEATER TO A ROAD SOUTHWEST, ALONG THIS ROAD
 LY1401'TO THE CREST OF THE HILL AND THE STATION BM WHICH IS IN THE
 LY1401'CENTER OF A SMALL CLEARING.
 LY1401
 LY1401                          STATION RECOVERY (1962)
 LY1401
 LY1401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FBM)
 LY1401'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THAT
 LY1401'THERE IS NO LONGER A WITNESS POST.
 LY1401
 LY1401                          STATION RECOVERY (1973)
 LY1401
 LY1401'RECOVERY NOTE BY M BAKER JR INCORPORATED 1973 (KW)
 LY1401'THE STATION, REF. MK NO 1 AND REF. MK NO 2 WERE FOUND AS DESCRIBED
 LY1401'AND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 LY1401
 LY1401                          STATION RECOVERY (1974)
 LY1401
 LY1401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LY1401'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 LY1401'AS DESCRIBED IN THE 1959 DESCRIPTION.  SOMETIME IN THE PAST SOMEONE
 LY1401'HAS NAILED A WITNESS SIGN TO A SMALL TREE WHICH IS 7 FEET NORTHWEST
 LY1401'OF THE STATION.  THE STATION MARK IS 75 FEET NORTHWEST OF A CUTBANK
 LY1401'WHICH BORDERS THE WEST SIDE OF THE COMEFORD DRIVE-IN THEATER.
 LY1401'
 LY1401'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 1 MILE EAST OF
 LY1401'PITTSTON.
 LY1401
 LY1401                          STATION RECOVERY (1985)
 LY1401
 LY1401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LY1401'RECOVERED IN GOOD CONDITION.
 LY1401
 LY1401                          STATION RECOVERY (1985)
 LY1401
 LY1401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 LY1401'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  BOTH
 LY1401'REFERENCE MARKS HAD BEEN DESTROYED BY CONSTRUCTION.  THE STATION MARK
 LY1401'IS IN THE AREA OF THE CONSTRUCTION OF A SHOPPING CENTER AND WILL SOON
 LY1401'BE BLADED AWAY.  A NEW STATION DUPONT 2 WAS ESTABLISHED.  SEE
 LY1401'DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2881 ***********************************************************************
 LY2881  DESIGNATION -  DUPONT 2
 LY2881  PID         -  LY2881
 LY2881  STATE/COUNTY-  PA/LUZERNE
 LY2881  USGS QUAD   -  PITTSTON (1994)
 LY2881
 LY2881                         *CURRENT SURVEY CONTROL
 LY2881  ___________________________________________________________________
 LY2881* NAD 83(1986)-  41 18 43.     (N)    075 45 28.     (W)     SCALED    
 LY2881* NAVD 88     -       274.33   (meters)     900.0    (feet)  RESET     
 LY2881  ___________________________________________________________________
 LY2881  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 LY2881
 LY2881  VERT ORDER  -  THIRD
 LY2881
 LY2881.The horizontal coordinates were scaled from a topographic map and have
 LY2881.an estimated accuracy of +/- 6 seconds.
 LY2881
 LY2881.The orthometric height was computed from unverified reset data.
 LY2881.No vertical observational check was made to the station.
 LY2881
 LY2881.The geoid height was determined by GEOID03.
 LY2881
 LY2881;                    North         East    Units  Estimated Accuracy
 LY2881;SPC PA N     -   129,110.      766,800.      MT  (+/- 180 meters Scaled)
 LY2881
 LY2881                          SUPERSEDED SURVEY CONTROL
 LY2881
 LY2881  NGVD 29 (02/24/03)  274.51   (m)          900.6    (f) RESET       3  
 LY2881
 LY2881.Superseded values are not recommended for survey control.
 LY2881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2881.See file dsdata.txt to determine how the superseded data were derived.
 LY2881
 LY2881_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL365736(NAD 83)
 LY2881_MARKER: DS = TRIANGULATION STATION DISK
 LY2881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2881_SP_SET: CONCRETE POST
 LY2881_STAMPING: DUPONT 2 1985
 LY2881_MARK LOGO: NGS   
 LY2881_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2881+STABILITY: SURFACE MOTION
 LY2881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2881+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2002
 LY2881
 LY2881  HISTORY     - Date     Condition        Report By
 LY2881  HISTORY     - 1985     MONUMENTED       NGS
 LY2881  HISTORY     - 19850621 GOOD             NGS
 LY2881  HISTORY     - 19991112 GOOD             NGS
 LY2881  HISTORY     - 20021024 GOOD             PADT
 LY2881
 LY2881                          STATION DESCRIPTION
 LY2881
 LY2881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LY2881'LOCATED IN THE MEDIAN STRIP OF INTERSTATE HIGHWAY 81 AT EXIT H8 AND
 LY2881'JUST EAST FROM THE BRIDGE WHERE INTERSTATE HIGHWAY 81 PASSES OVER
 LY2881'STATE HIGHWAY 315, 33.1 FT (10.1 M) EAST FROM THE EAST END OF THE
 LY2881'NORTH PARAPET WALL OF A BRIDGE FOR THE NORTH BOUND LANE OF THE
 LY2881'HIGHWAY, 66.4 FT (20.2 M) SOUTHWEST FROM THE EAST END OF THE SOUTH
 LY2881'PARAPET WALL FOR THE SOUTH BOUND BRIDGE, 33.1 FT (10.1 M) NORTH FROM
 LY2881'THE CENTER OF THE NORTH BOUND LANE, 10.8 FT (3.3 M) SOUTHWEST OF A
 LY2881'10-INCH PINE TREE,  AND 0.4 M (1.3 FT) BELOW THE NORTH BOUND LANE.
 LY2881
 LY2881                          STATION RECOVERY (1985)
 LY2881
 LY2881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 LY2881'THE STATION IS LOCATED 9.5 KM (5.90 MI) NORTHEAST FROM WILKES BARRE, 2
 LY2881'KM (1.25 MI) EAST FROM PITTSTON AND IN THE MEDIUM STRIP OF INTERSTATE
 LY2881'HIGHWAY 81 JUST NORTH OF A POINT WHERE IT PASSES OVER STATE HIGHWAY
 LY2881'315.  THIS IS EXIT 48 FOR INTERSTATE HIGHWAY 81.  OWNERSHIP- ROAD
 LY2881'RIGHT-OF-WAY.  NO TO REACH IS NECESSARY, LOCATION IS ADEQUATE TO FIND
 LY2881'THIS STATION.  THE STATION IS A STANDARD NGS DISK STAMPED--DUPONT 2
 LY2881'1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES OR 25
 LY2881'CM IN DIAMETER, PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND.  LOCATED
 LY2881'31.0 FT (9.4 M) N FROM THE CENTER OF THE NORTHBOUND LANE OF HIGHWAY
 LY2881'I-81, 33.1 FT (10.1 M) E FROM THE NORTHEAST CORNER OF THE BRIDGE FOR
 LY2881'THE HIGHWAY, 66.4 FT (20.2 M) SW FROM THE SOUTHEAST CORNER OF THE
 LY2881'NORTH BRIDGE, 10.8 FT (3.3 M) SE FROM A 10-INCH PINE TREE, AND 1.9 FT
 LY2881'(0.6 M) SW FROM A WITNESS POST.  THE UNDERGROUND MARK IS A STANDARD
 LY2881'NGS DISK STAMPED--DUPONT 2 1985--, SET INTO AN IRREGULAR MASS OF
 LY2881'CONCRETE 3.2 FT (1.0 M) BELOW THE SURFACE.
 LY2881' 
 LY2881'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--DUPONT 2 NO 3
 LY2881'1985-, CEMENTED IN A DRILL HOLE IN THE MOST EAST END OF THE NORTH
 LY2881'PARAPET WALL FOR A BRIDGE WHERE INTERSTATE HIGHWAY 81 NORTH BOUND
 LY2881'PASSES OVER STATE HIGHWAY 315.  LOCATED 17.9 FEET, 5.4 METERS NORTH
 LY2881'FROM THE CENTER OF THE NORTH BOUND LANE OF THE HIGHWAY.  0.8 FOOT, 0.2
 LY2881'METER WEST FROM THE MOST EAST END OF THE NORTH PARAPET WALL ON THE
 LY2881'SOUTH BRIDGE.  36.0 FEET, 11.0 METERS SOUTHWEST FROM A WITNESS POST
 LY2881'AND 44.8 FEET, 13.7 METERS SOUTHWEST FROM A 10 INCH PINE TREE AND 3.03
 LY2881'FEET, 0.92 METER HIGHER THAN THE STATION.
 LY2881' 
 LY2881'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--DUPONT 2 NO 4
 LY2881'1985-, CEMENTED IN A DRILL HOLE IN THE SOUTH PARAPET WALL OVER A PIER
 LY2881'IN THE BRIDGE FOR SOUTH BOUND INTERSTATE HIGHWAY 81 WHERE IT PASSES
 LY2881'OVER STATE HIGHWAY 315.  LOCATED 19.0 FEET, 5.8 METERS SOUTH FROM THE
 LY2881'CENTER OF THE SOUTH BOUND LANES OF THE HIGHWAY.  82.3 FEET, 25.1
 LY2881'METERS WEST FROM THE EAST END OF THE SOUTH PARAPET WALL OF THE BRIDGE.
 LY2881'49.4 FEET, 15.1 METERS NORTHWEST FROM THE WITNESS POST AND 53.7 FEET,
 LY2881'16.4 METERS NORTHWEST FROM THE 10-INCH PINE TREE AND 6.27 FEET, 2.0
 LY2881'METERS HIGHER THAN THE STATION.
 LY2881' 
 LY2881'THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK STAMPED--DUPONT 2
 LY2881'1985, CEMENTED IN A DRILL HOLE IN A CATCH BASIN AT THE EAST EDGE OF
 LY2881'THE ROAD.  IT IS 15.2 M (49.9 FT) NORTH FROM THE NORTHWEST CORNER OF
 LY2881'THE BRIDGE, 4.6 M (15.1 FT) NORTHEAST FROM THE NORTHEAST CORNER OF THE
 LY2881'BRIDGE, 7.0 M (23.0 FT) EAST FROM THE CENTER OF THE ROAD AND 1.0 M
 LY2881'(3.3 FT) EAST FROM THE EAST GUARD RAIL. THE STATION IS LOCATED 9 KM
 LY2881'(5.60 MI) NORTHEAST FROM WILKES BARRE, 2 KM (1.25 MI) EAST FROM
 LY2881'PITTSTON AND AT THE NORTHEAST CORNER OF A HIGHWAY BRIDGE FOR THE EXIT
 LY2881'AND ENTRANCE ROAD TO AND FROM THE PENNSYLVANIA TURNPIKE ONTO AND FROM
 LY2881'THE SOUTHBOUND LANE OF STATE HIGHWAY 315 AT TURNPIKE EXIT 37.
 LY2881'OWNERSHIP- ROAD RIGHT-OF-WAY.  NO TO REACH NECESSARY.
 LY2881
 LY2881                          STATION RECOVERY (1999)
 LY2881
 LY2881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (JMS)
 LY2881'GOOD.
 LY2881
 LY2881                          STATION RECOVERY (2002)
 LY2881
 LY2881'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (CIH)
 LY2881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2882 ***********************************************************************
 LY2882  DESIGNATION -  DUPONT 2 RM 3
 LY2882  PID         -  LY2882
 LY2882  STATE/COUNTY-  PA/LUZERNE
 LY2882  USGS QUAD   -  PITTSTON (1994)
 LY2882
 LY2882                         *CURRENT SURVEY CONTROL
 LY2882  ___________________________________________________________________
 LY2882* NAD 83(1986)-  41 18 43.     (N)    075 45 28.     (W)     SCALED    
 LY2882* NAVD 88     -       275.25   (meters)     903.0    (feet)  RESET     
 LY2882  ___________________________________________________________________
 LY2882  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 LY2882
 LY2882  VERT ORDER  -  THIRD
 LY2882
 LY2882.The horizontal coordinates were scaled from a topographic map and have
 LY2882.an estimated accuracy of +/- 6 seconds.
 LY2882
 LY2882.The orthometric height was computed from unverified reset data.
 LY2882.No vertical observational check was made to the station.
 LY2882
 LY2882.The geoid height was determined by GEOID03.
 LY2882
 LY2882;                    North         East    Units  Estimated Accuracy
 LY2882;SPC PA N     -   129,110.      766,800.      MT  (+/- 180 meters Scaled)
 LY2882
 LY2882                          SUPERSEDED SURVEY CONTROL
 LY2882
 LY2882  NGVD 29 (02/24/03)  275.44   (m)          903.7    (f) RESET       3  
 LY2882
 LY2882.Superseded values are not recommended for survey control.
 LY2882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2882.See file dsdata.txt to determine how the superseded data were derived.
 LY2882
 LY2882_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL365736(NAD 83)
 LY2882_MARKER: DR = REFERENCE MARK DISK
 LY2882_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LY2882_SP_SET: PARAPET WALL
 LY2882_STAMPING: DUPONT 2 NO 3 1985
 LY2882_MARK LOGO: NGS   
 LY2882_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2882
 LY2882  HISTORY     - Date     Condition        Report By
 LY2882  HISTORY     - 1985     MONUMENTED       NGS
 LY2882
 LY2882                          STATION DESCRIPTION
 LY2882
 LY2882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LY2882'IN THE NORTH PARAPET WALL OF THE HIGHWAY BRIDGE FOR THE NORTH BOUND
 LY2882'LANE OF INTERSTATE HIGHWAY 81 WHERE IT PASSES OVER STATE HIGHWAY 315
 LY2882'AT EXIT 48, 5.4 M (17.7 FT) NORTH FROM THE CENTER OF THE NORTH BOUND
 LY2882'LANE OF INTERSTATE HIGHWAY 81, 0.2 M (0.7 FT) WEST FROM THE EAST END
 LY2882'OF THE NORTH PARAPET WALL OF THE BRIDGE AND 13.7 M (44.9 FT)
 LY2882'SOUTHWEST FROM A 10-INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2883 ***********************************************************************
 LY2883  DESIGNATION -  DUPONT 2 RM 4
 LY2883  PID         -  LY2883
 LY2883  STATE/COUNTY-  PA/LUZERNE
 LY2883  USGS QUAD   -  PITTSTON (1994)
 LY2883
 LY2883                         *CURRENT SURVEY CONTROL
 LY2883  ___________________________________________________________________
 LY2883* NAD 83(1986)-  41 18 43.     (N)    075 45 28.     (W)     SCALED    
 LY2883* NAVD 88     -       276.38   (meters)     906.8    (feet)  RESET     
 LY2883  ___________________________________________________________________
 LY2883  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 LY2883
 LY2883  VERT ORDER  -  THIRD
 LY2883
 LY2883.The horizontal coordinates were scaled from a topographic map and have
 LY2883.an estimated accuracy of +/- 6 seconds.
 LY2883
 LY2883.The orthometric height was computed from unverified reset data.
 LY2883.No vertical observational check was made to the station.
 LY2883
 LY2883.The geoid height was determined by GEOID03.
 LY2883
 LY2883;                    North         East    Units  Estimated Accuracy
 LY2883;SPC PA N     -   129,110.      766,800.      MT  (+/- 180 meters Scaled)
 LY2883
 LY2883                          SUPERSEDED SURVEY CONTROL
 LY2883
 LY2883  NGVD 29 (02/24/03)  276.56   (m)          907.3    (f) RESET       3  
 LY2883
 LY2883.Superseded values are not recommended for survey control.
 LY2883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2883.See file dsdata.txt to determine how the superseded data were derived.
 LY2883
 LY2883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL365736(NAD 83)
 LY2883_MARKER: DR = REFERENCE MARK DISK
 LY2883_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LY2883_SP_SET: PARAPET WALL
 LY2883_STAMPING: DUPONT 2 NO 4 1985
 LY2883_MARK LOGO: NGS   
 LY2883_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2883
 LY2883  HISTORY     - Date     Condition        Report By
 LY2883  HISTORY     - 1985     MONUMENTED       NGS
 LY2883
 LY2883                          STATION DESCRIPTION
 LY2883
 LY2883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LY2883'IN THE SOUTH PARAPET WALL OF THE HIGHWAY BRIDGE FOR THE SOUTH BOUND
 LY2883'LANE OF INTERSTATE HIGHWAY 81 WHERE IT CROSSES OVER STATE HIGHWAY 315
 LY2883'AT EXIT 48, 5.8 M (19.0 FT) SOUTH FROM THE CENTER OF THE SOUTH BOUND
 LY2883'LANE OF INTERSTATE HIGHWAY 81, 25.1 M (82.3 FT) WEST FROM THE EAST
 LY2883'END OF THE SOUTH PARAPET WALL FOR THE BRIDGE FOR THE SOUTH BOUND LANE
 LY2883'AND 16.4 M (53.8 FT) NORTHWEST FROM A 10-INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1402 ***********************************************************************
 LY1402  DESIGNATION -  DUPONT RM 1
 LY1402  PID         -  LY1402
 LY1402  STATE/COUNTY-  PA/LUZERNE
 LY1402  USGS QUAD   -  PITTSTON (1994)
 LY1402
 LY1402                         *CURRENT SURVEY CONTROL
 LY1402  ___________________________________________________________________
 LY1402* NAD 83(1986)-  41 18 49.     (N)    075 45 30.     (W)     SCALED    
 LY1402* NAVD 88     -       286.057  (meters)     938.51   (feet)  ADJUSTED  
 LY1402  ___________________________________________________________________
 LY1402  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 LY1402  DYNAMIC HT  -         285.943 (meters)     938.13  (feet)  COMP
 LY1402  MODELED GRAV-     980,216.9   (mgal)                       NAVD 88
 LY1402
 LY1402  VERT ORDER  -  SECOND    CLASS 0
 LY1402
 LY1402.The horizontal coordinates were scaled from a topographic map and have
 LY1402.an estimated accuracy of +/- 6 seconds.
 LY1402
 LY1402.The orthometric height was determined by differential leveling
 LY1402.and adjusted by the National Geodetic Survey in June 1991..
 LY1402
 LY1402.The geoid height was determined by GEOID03.
 LY1402
 LY1402.The dynamic height is computed by dividing the NAVD 88
 LY1402.geopotential number by the normal gravity value computed on the
 LY1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1402.degrees latitude (g = 980.6199 gals.).
 LY1402
 LY1402.The modeled gravity was interpolated from observed gravity values.
 LY1402
 LY1402;                    North         East    Units  Estimated Accuracy
 LY1402;SPC PA N     -   129,290.      766,750.      MT  (+/- 180 meters Scaled)
 LY1402
 LY1402                          SUPERSEDED SURVEY CONTROL
 LY1402
 LY1402  NGVD 29 (??/??/92)  286.241  (m)          939.11   (f) ADJ UNCH    2 0
 LY1402
 LY1402.Superseded values are not recommended for survey control.
 LY1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1402.See file dsdata.txt to determine how the superseded data were derived.
 LY1402
 LY1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL365738(NAD 83)
 LY1402_MARKER: DR = REFERENCE MARK DISK
 LY1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1402_STAMPING: DU PONT NO 1 1959
 LY1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1402+STABILITY: SURFACE MOTION
 LY1402
 LY1402  HISTORY     - Date     Condition        Report By
 LY1402  HISTORY     - 1959     MONUMENTED       CGS
 LY1402  HISTORY     - 1985     MARK NOT FOUND   NGS
 LY1402
 LY1402                          STATION DESCRIPTION
 LY1402
 LY1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1402'5.9 MI NE FROM WILKES BARRE.
 LY1402'5.9 MILE NORTHEAST ALONG STATE HIGHWAY 315 FROM THE JUNCTION
 LY1402'OF HIGHWAYS 315 AND 115 AT THE VETERANS ADMINISTRATION HOSPITAL
 LY1402'AT WILKES BARRE TO THE COMEFORD DRIVE IN THEATER BOX OFFICE,
 LY1402'THENCE NORTHWEST ALONG THE SOUTHWEST SIDE OF THE FENCE WHICH
 LY1402'BORDERS THE THEATER TO A ROAD SOUTHWEST, ALONG THIS ROAD TO THE
 LY1402'TOP OF THE HILL AND THE STATION IN A CLEARING.
 LY1402
 LY1402                          STATION RECOVERY (1985)
 LY1402
 LY1402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LY1402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1400 ***********************************************************************
 LY1400  DESIGNATION -  DUPONT RM 2
 LY1400  PID         -  LY1400
 LY1400  STATE/COUNTY-  PA/LUZERNE
 LY1400  USGS QUAD   -  PITTSTON (1994)
 LY1400
 LY1400                         *CURRENT SURVEY CONTROL
 LY1400  ___________________________________________________________________
 LY1400* NAD 83(1986)-  41 18 49.     (N)    075 45 30.     (W)     SCALED    
 LY1400* NAVD 88     -       285.682  (meters)     937.27   (feet)  ADJUSTED  
 LY1400  ___________________________________________________________________
 LY1400  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 LY1400  DYNAMIC HT  -         285.568 (meters)     936.90  (feet)  COMP
 LY1400  MODELED GRAV-     980,216.9   (mgal)                       NAVD 88
 LY1400
 LY1400  VERT ORDER  -  SECOND    CLASS 0
 LY1400
 LY1400.The horizontal coordinates were scaled from a topographic map and have
 LY1400.an estimated accuracy of +/- 6 seconds.
 LY1400
 LY1400.The orthometric height was determined by differential leveling
 LY1400.and adjusted by the National Geodetic Survey in June 1991..
 LY1400
 LY1400.The geoid height was determined by GEOID03.
 LY1400
 LY1400.The dynamic height is computed by dividing the NAVD 88
 LY1400.geopotential number by the normal gravity value computed on the
 LY1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1400.degrees latitude (g = 980.6199 gals.).
 LY1400
 LY1400.The modeled gravity was interpolated from observed gravity values.
 LY1400
 LY1400;                    North         East    Units  Estimated Accuracy
 LY1400;SPC PA N     -   129,290.      766,750.      MT  (+/- 180 meters Scaled)
 LY1400
 LY1400                          SUPERSEDED SURVEY CONTROL
 LY1400
 LY1400  NGVD 29 (??/??/92)  285.865  (m)          937.88   (f) ADJ UNCH    2 0
 LY1400
 LY1400.Superseded values are not recommended for survey control.
 LY1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1400.See file dsdata.txt to determine how the superseded data were derived.
 LY1400
 LY1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL365738(NAD 83)
 LY1400_MARKER: DR = REFERENCE MARK DISK
 LY1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1400_STAMPING: DU PONT NO 2 1959
 LY1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1400+STABILITY: SURFACE MOTION
 LY1400
 LY1400  HISTORY     - Date     Condition        Report By
 LY1400  HISTORY     - 1959     MONUMENTED       CGS
 LY1400  HISTORY     - 1985     MARK NOT FOUND   NGS
 LY1400
 LY1400                          STATION DESCRIPTION
 LY1400
 LY1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1400'5.9 MI NE FROM WILKES BARRE.
 LY1400'5.9 MILE NORTHEAST ALONG STATE HIGHWAY 315 FROM THE JUNCTION
 LY1400'OF STATE HIGHWAYS 315 AND 115 AT THE VETERANS ADMINISTRATION
 LY1400'HOSPITAL AT WILKES BARRE TO THE COMEFORD DRIVE IN THEATER BOX
 LY1400'OFFICE, THENCE NORTHWEST ALONG THE SOUTHWEST SIDE OF THE FENCE
 LY1400'BORDERING THE THEATER TO A ROAD SOUTHWEST, ALONG THIS ROAD TO
 LY1400'THE TOP OF THE HILL AND THE STATION IN A CLEARING.
 LY1400
 LY1400                          STATION RECOVERY (1985)
 LY1400
 LY1400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LY1400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1858 ***********************************************************************
 LZ1858  DESIGNATION -  DUSHORE ET
 LZ1858  PID         -  LZ1858
 LZ1858  STATE/COUNTY-  PA/SULLIVAN
 LZ1858  USGS QUAD   -  DUSHORE (1983)
 LZ1858
 LZ1858                         *CURRENT SURVEY CONTROL
 LZ1858  ___________________________________________________________________
 LZ1858* NAD 83(1992)-  41 32 45.82667(N)    076 24 30.46264(W)     ADJUSTED  
 LZ1858* NAVD 88     -       559.1    (meters)    1834.     (feet)  VERTCON   
 LZ1858  ___________________________________________________________________
 LZ1858  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 LZ1858  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 LZ1858
 LZ1858  HORZ ORDER  -  SECOND
 LZ1858
 LZ1858.The horizontal coordinates were established by classical geodetic methods
 LZ1858.and adjusted by the National Geodetic Survey in June 2002..
 LZ1858
 LZ1858.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1858
 LZ1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1858
 LZ1858.The geoid height was determined by GEOID03.
 LZ1858
 LZ1858;                    North         East     Units Scale Factor Converg.
 LZ1858;SPC PA N     -   154,054.715   711,924.862   MT  0.99995935   +0 53 14.9
 LZ1858;SPC PA N     -   505,427.84  2,335,706.82   sFT  0.99995935   +0 53 14.9
 LZ1858;UTM  18      - 4,600,335.823   382,527.762   MT  0.99976982   -0 56 03.2
 LZ1858
 LZ1858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1858!SPC PA N     -   0.99991733  x   0.99995935  =   0.99987669
 LZ1858!UTM  18      -   0.99991733  x   0.99976982  =   0.99968717
 LZ1858
 LZ1858|---------------------------------------------------------------------|
 LZ1858| PID    Reference Object                     Distance      Geod. Az  |
 LZ1858|                                                           dddmmss.s |
 LZ1858| CB4052 DUSHORE ET RM 1                       9.876 METERS 09745     |
 LZ1858| LZ1859 DUSHORE ET AZ MK                    APPROX. 0.7 KM 1581444.2 |
 LZ1858| CB4053 DUSHORE ET RM 2                       6.887 METERS 27507     |
 LZ1858|---------------------------------------------------------------------|
 LZ1858
 LZ1858                          SUPERSEDED SURVEY CONTROL
 LZ1858
 LZ1858  NAD 83(1996)-  41 32 45.82578(N)    076 24 30.46085(W) AD(       ) 2
 LZ1858  NAD 83(1986)-  41 32 45.82605(N)    076 24 30.46009(W) AD(       ) 2
 LZ1858  NAD 27      -  41 32 45.55774(N)    076 24 31.67290(W) AD(       ) 2
 LZ1858  NGVD 29 (07/19/86)  559.3    (m)         1835.     (f) VERT ANG       
 LZ1858
 LZ1858.Superseded values are not recommended for survey control.
 LZ1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1858.See file dsdata.txt to determine how the superseded data were derived.
 LZ1858
 LZ1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM8252800336(NAD 83)
 LZ1858_MARKER: Z = SEE DESCRIPTION
 LZ1858_SETTING: 0 = UNSPECIFIED SETTING
 LZ1858
 LZ1858  HISTORY     - Date     Condition        Report By
 LZ1858  HISTORY     - 1968     MONUMENTED       USGS
 LZ1858  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LZ1858
 LZ1858                          STATION DESCRIPTION
 LZ1858
 LZ1858'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (AIM)
 LZ1858'STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHEAST OF NEW ALBANY AND
 LZ1858'ABOUT 1 MILE NORTHWEST OF DUSHORE.
 LZ1858'
 LZ1858'TO REACH FROM INTERSECTION OF MAIN STREET AND CHURCHILL STREET IN
 LZ1858'DUSHORE, GO NORTH ON CHURCHILL STREET FOR 1.0 MILE TO PAVED ROAD
 LZ1858'LEFT, CONTINUE 0.2 MILE PAST CEMETERY ON LEFT TO FIELD ROAD RIGHT AND
 LZ1858'AZIMUTH MARK, CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO GRAVELED
 LZ1858'ROAD LEFT AND WIRE GATE RIGHT, ABOUT 50 FEET PAST T-ROAD TURN RIGHT
 LZ1858'THROUGH GATE AND FOLLOW TRACK ROAD TO TOP OF RIDGE, TURN
 LZ1858'LEFT AND GO ALONG SOUTH EDGE OF RIDGE FOR 0.05 MILE TO LARGE ROCK
 LZ1858'OUTCROP AND STATION.
 LZ1858'
 LZ1858'THE STATION MARK IS A STANDARD TABLET STAMPED DUSHORE ET 1968 SET IN
 LZ1858'DRILL HOLE IN ROCK OUTCROP.  IT IS 35 FEET NORTHEAST OF
 LZ1858'RIDGE EDGE, 24 FEET EAST-SOUTHEAST OF 4-INCH CHRRRY TREE WITH
 LZ1858'STANDARD WITNESS SIGN AND TRIANGULAR BLAZE, 15
 LZ1858'FEET NORTH-NORTHWEST OF 8-INCH CHERRY TREE, AND IT IS SET IN CENTER
 LZ1858'OF TRIANGLE CUT IN MOSS COVERING OF ROCK OUTCROP.
 LZ1858'
 LZ1858'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK TABLET STAMPED
 LZ1858'DUSHORE ET 1968 RM 1 SET IN EAST EDGE OF LARGE ROCK OUTCROP.
 LZ1858'IT IS 25.5 FEET EAST OF 8-INCH CHERRY TREE, AND 16.5 FEET NORTH OF
 LZ1858'6-INCH TREE.
 LZ1858'
 LZ1858'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK TABLET STAMPED
 LZ1858'DUSHORE ET 1968 RM 2 SET IN WEST EDGE OF LARGE ROCK OUTCROP.
 LZ1858'IT IS 7.5 FEET SOUTH-SOUTHWEST OF 4-INCH CHERRY TREE WITH STANDARD
 LZ1858'WITNESS SIGN AND TRIANGULAR BLAZE.
 LZ1858'
 LZ1858'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK TABLET STAMPED DUSHORE
 LZ1858'ET 1968 AZ MARK SET IN DRILL HOLE IN 4- BY 9-FOOT BOULDER
 LZ1858'PROJECTING 6 INCHES.  IT IS 110 FEET EAST-NORTHEAST OF CENTERLINE OF
 LZ1858'ROAD, 101 FEET SOUTHWEST OF SOUTH END OF CULVERT UNDER FIELD
 LZ1858'ROAD, 83 FEET EAST OF POWER POLE NO. 568, 63 FEET SOUTHEAST OF SPRUCE
 LZ1858'TREE, AND 25 FEET SOUTH OF FIELD EDGE.
 LZ1858'
 LZ1858'HEIGHT OF LIGHT ABOVE STATION MARK 5.0 FEET.
 LZ1858
 LZ1858                          STATION RECOVERY (1969)
 LZ1858
 LZ1858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LZ1858'THE STATION IS LOCATED 1-1/2 MILES NORTH-NORTHWEST OF DUSHORE, 1/4
 LZ1858'MILE WEST OF U.S. HIGHWAY 220, 250 FEET NORTHEAST OF
 LZ1858'LEGISLATIVE ROUTE 895, ON A LOW PASTURED RIDGE WITH A FEW TREES, ON
 LZ1858'PROPERTY OWNED BY MR. JOSEPH SWINNEY.
 LZ1858'
 LZ1858'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 220 AND MAIN
 LZ1858'STREET IN DUSHORE, GO NORTHWEST ON MAIN STREET FOR 0.1 MILE TO
 LZ1858'A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTHEAST ON LEGISLATIVE ROUTE
 LZ1858'895 FOR 1.0 MILE TO LEGISLATIVE ROUTE 56040 ON THE LEFT.  CONTINUE
 LZ1858'NORTH ON LEGISLATIVE ROUTE 895 FOR 0.15 MILE TO A FIELD ROAD AND THE
 LZ1858'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON LEGISLATIVE
 LZ1858'ROUTE 895 FOR 0.35 MILE TO A DIRT ROAD ON THE LEFT AND A WIRE GATE ON
 LZ1858'THE RIGHT.  TURN RIGHT THROUGH THE GATE AND GO EAST ON A TRACK ROAD
 LZ1858'UPHILL FOR 0.05 MILE TO THE TOP OF THE RIDGE.  TURN LEFT AND GO
 LZ1858'NORTH ALONG A POWERLINE RIGHT-OF-WAY FOR 0.05 MILE TO POWERLINE POLE
 LZ1858'558.  TURN LEFT AND GO WESTERLY FOR 0.05 MILE TO THE
 LZ1858'BLUFF AND THE STATION.
 LZ1858'
 LZ1858'THE STATION MARK IS 87 PACES WEST OF POWERLINE POLE 557, 37.5 FEET
 LZ1858'NORTH OF THE BLUFF, 24.8 FEET EAST-SOUTHEAST OF A 6 INCH WILD
 LZ1858'CHERRY TREE, AND 15 FEET NORTHWEST OF A 10 INCH WILD CHERRY TREE.  IT
 LZ1858'IS A STANDARD USGS STATION MARK DISK CEMENTED FLUSH IN A
 LZ1858'DRILL HOLE IN BEDROCK THAT IS 1 INCH BELOW GROUND, AND STAMPED
 LZ1858'DUSHORE ET 1968.
 LZ1858'
 LZ1858'REFERENCE MARK 1 IS 42 FEET NORTH OF THE BLUFF, 26 FEET
 LZ1858'EAST-NORTHEAST OF THE 10 INCH WILD CHERRY TREE, AND 16.5 FEET
 LZ1858'NORTH OF A 6 INCH HICKORY TREE.  IT IS A STANDARD USGS REFERENCE MARK
 LZ1858'DISK CEMENTED FLUSH IN A DRILL HOLE IN BEDROCK THAT PROJECTS 6
 LZ1858'INCHES ON ITS SOUTH SIDE, AND STAMPED DUSHORE ET 1968 NO 1.
 LZ1858'
 LZ1858'REFERENCE MARK 2 IS 34 FEET WEST-NORTHWEST OF THE 10 INCH WILD CHERRY
 LZ1858'TREE, 33 FEET NORTH OF THE BLUFF, 6.6 FEET SOUTH OF A 5
 LZ1858'INCH WILD CHERRY TREE, AND 1.5 FEET EAST OF THE WEST END OF THE
 LZ1858'BEDROCK.  IT IS A STANDARD USGS REFERENCE MARK DISK
 LZ1858'CEMENTED FLUSH IN A DRILL HOLE IN BEDROCK WHICH HAS A 20 FOOT
 LZ1858'DIAMETER AND FLUSH WITH THE GROUND, AND STAMPED DUSHORE ET
 LZ1858'1968 NO 2.
 LZ1858'
 LZ1858'THE AZIMUTH MARK IS 110 FEET EAST OF THE APPROXIMATE CENTER OF
 LZ1858'LEGISLATIVE 895, 84 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 LZ1858'FIELD ROAD, 83 FEET EAST-SOUTHEAST OF POWERLINE POLE 568, 24 FEET
 LZ1858'SOUTH OF A LOW ROCK WALL, AND 3 FEET WEST OF THE EAST END
 LZ1858'OF THE BEDROCK.  IT IS A STANDARD USGS REFERENCE MARK DISK CEMENTED
 LZ1858'FLUSH IN A DRILL HOLE IN A 4 BY 12 FOOT BEDROCK THAT
 LZ1858'PROJECTS 6 INCHES AND STAMPED DUSHORE ET 1968 NO AZ.
 LZ1858'
 LZ1858'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1859 ***********************************************************************
 LZ1859  DESIGNATION -  DUSHORE ET AZ MK
 LZ1859  PID         -  LZ1859
 LZ1859  STATE/COUNTY-  PA/SULLIVAN
 LZ1859  USGS QUAD   -  DUSHORE (1983)
 LZ1859
 LZ1859                         *CURRENT SURVEY CONTROL
 LZ1859  ___________________________________________________________________
 LZ1859* NAD 83(1992)-  41 32 25.57641(N)    076 24 19.70710(W)     ADJUSTED  
 LZ1859* NAVD 88     -       527.     (meters)    1729.     (feet)  SCALED    
 LZ1859  ___________________________________________________________________
 LZ1859  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 LZ1859  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 LZ1859
 LZ1859  HORZ ORDER  -  SECOND
 LZ1859
 LZ1859.The horizontal coordinates were established by classical geodetic methods
 LZ1859.and adjusted by the National Geodetic Survey in June 2002..
 LZ1859
 LZ1859.The orthometric height was scaled from a topographic map.
 LZ1859
 LZ1859.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1859
 LZ1859.The geoid height was determined by GEOID03.
 LZ1859
 LZ1859;                    North         East     Units Scale Factor Converg.
 LZ1859;SPC PA N     -   153,433.935   712,183.800   MT  0.99995914   +0 53 22.0
 LZ1859;SPC PA N     -   503,391.17  2,336,556.35   sFT  0.99995914   +0 53 22.0
 LZ1859;UTM  18      - 4,599,707.245   382,766.791   MT  0.99976913   -0 55 55.7
 LZ1859
 LZ1859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1859!SPC PA N     -   0.99992240  x   0.99995914  =   0.99988154
 LZ1859!UTM  18      -   0.99992240  x   0.99976913  =   0.99969154
 LZ1859
 LZ1859                          SUPERSEDED SURVEY CONTROL
 LZ1859
 LZ1859  NAD 83(1996)-  41 32 25.57554(N)    076 24 19.70523(W) AD(       ) 2
 LZ1859  NAD 83(1986)-  41 32 25.57579(N)    076 24 19.70453(W) AD(       ) 2
 LZ1859  NAD 27      -  41 32 25.30741(N)    076 24 20.91738(W) AD(       ) 2
 LZ1859
 LZ1859.Superseded values are not recommended for survey control.
 LZ1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1859.See file dsdata.txt to determine how the superseded data were derived.
 LZ1859
 LZ1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL8276799707(NAD 83)
 LZ1859
 LZ1859  HISTORY     - Date     Condition        Report By
 LZ1859  HISTORY     - 1968     MONUMENTED       USGS
 LZ1859
 LZ1859                          STATION DESCRIPTION
 LZ1859
 LZ1859'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 LZ1859'SEE STATION DUSHORE ET USGS 1969
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2027 ***********************************************************************
 MA2027  DESIGNATION -  DUTCH HILL
 MA2027  PID         -  MA2027
 MA2027  STATE/COUNTY-  PA/CLARION
 MA2027  USGS QUAD   -  PARKER (1979)
 MA2027
 MA2027                         *CURRENT SURVEY CONTROL
 MA2027  ___________________________________________________________________
 MA2027* NAD 83(1992)-  41 04 26.37760(N)    079 37 31.37899(W)     ADJUSTED  
 MA2027* NAVD 88     -       469.     (meters)    1539.     (feet)  SCALED    
 MA2027  ___________________________________________________________________
 MA2027  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 MA2027  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 MA2027
 MA2027  HORZ ORDER  -  SECOND
 MA2027
 MA2027.The horizontal coordinates were established by classical geodetic methods
 MA2027.and adjusted by the National Geodetic Survey in June 2002..
 MA2027
 MA2027.The orthometric height was scaled from a topographic map.
 MA2027
 MA2027.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2027
 MA2027.The geoid height was determined by GEOID03.
 MA2027
 MA2027;                    North         East     Units Scale Factor Converg.
 MA2027;SPC PA N     -   102,468.200   442,407.192   MT  0.99997470   -1 14 26.3
 MA2027;SPC PA N     -   336,181.09  1,451,464.26   sFT  0.99997470   -1 14 26.3
 MA2027;SPC PA S     -   194,955.237   442,399.798   MT  1.00001863   -1 13 00.2
 MA2027;SPC PA S     -   639,615.64  1,451,440.00   sFT  1.00001863   -1 13 00.2
 MA2027;UTM  17      - 4,547,881.388   615,479.542   MT  0.99976413   +0 54 11.8
 MA2027
 MA2027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2027!SPC PA N     -   0.99993169  x   0.99997470  =   0.99990639
 MA2027!SPC PA S     -   0.99993169  x   1.00001863  =   0.99995032
 MA2027!UTM  17      -   0.99993169  x   0.99976413  =   0.99969584
 MA2027
 MA2027|---------------------------------------------------------------------|
 MA2027| PID    Reference Object                     Distance      Geod. Az  |
 MA2027|                                                           dddmmss.s |
 MA2027| CW9735 DUTCH HILL RM 1                      31.189 METERS 03926     |
 MA2027| MA1952 MYERS                               APPROX.12.5 KM 0883249.5 |
 MA2027| CW9736 DUTCH HILL RM 2                      37.718 METERS 14600     |
 MA2027| CW9734 DUTCH HILL AZ MK                                   2422006.9 |
 MA2027| MA2057 N WASHINGTON FIRST PRESB CH         APPROX.15.8 KM 2592214.0 |
 MA2027|---------------------------------------------------------------------|
 MA2027
 MA2027                          SUPERSEDED SURVEY CONTROL
 MA2027
 MA2027  NAD 83(1986)-  41 04 26.38021(N)    079 37 31.38223(W) AD(       ) 2
 MA2027  NAD 27      -  41 04 26.15520(N)    079 37 32.21530(W) AD(       ) 2
 MA2027
 MA2027.Superseded values are not recommended for survey control.
 MA2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2027.See file dsdata.txt to determine how the superseded data were derived.
 MA2027
 MA2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF1548047881(NAD 83)
 MA2027_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2027_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MA2027
 MA2027  HISTORY     - Date     Condition        Report By
 MA2027  HISTORY     - 1958     MONUMENTED       CGS
 MA2027  HISTORY     - 1979     GOOD             NGS
 MA2027  HISTORY     - 1980     GOOD             LOCENG
 MA2027
 MA2027                          STATION DESCRIPTION
 MA2027
 MA2027'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 MA2027'THE STATION IS LOCATED ON THE SUMMIT OF A BARREN HILL APPROXIMATELY-
 MA2027'5.0 MILES SOUTHWEST OF CALLENBURGH, 3.5 MILES SOUTHEAST OF
 MA2027'PARKER CITY, AND 0.75 MILE NORTHEAST OF DUTCH HILL.  THE STATION LIES
 MA2027'ABOUT 300 FEET EAST OF A BLACK-TOPPED ROAD, 95 FEET NORTHWEST OF
 MA2027'POWER POLE NUMBER 228E-6, ABOUT 85 FEET NORTH OF A DIRT ROAD, 81 FEET
 MA2027'WEST OF A ROW OF TREES, AND 63 FEET WEST OF THE CENTER OF A TRACK
 MA2027'ROAD.
 MA2027'
 MA2027'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 268 AND 368 (JUST NORTH
 MA2027'OF PARKER CITY), GO EAST OVER BRIDGE OVER ALLEGHENY RIVER ON STATE
 MA2027'HIGHWAY 368 FOR 3.1 MILES TO A CROSSROAD AT WEST FREEDOM AT SIGN ON
 MA2027'LEFT POINTING TO DUTCH HILL, TURN RIGHT ONTO NARROW BLACK-TOPPED
 MA2027'ROAD AND GO SOUTH FOR 1.85 MILES TO A FORK, TAKE THE RIGHT HAND FORK
 MA2027'AND GO SOUTHWEST FOR 1.0 MILE TO A ROAD LEFT (JUST AFTER CROSSING
 MA2027'OVER HILL WHERE POWERLINE CROSSES ROAD), TURN LEFT AND GO EAST ON A
 MA2027'GRAVEL ROAD FOR 0.15 MILE TO WHERE THE ROAD TURNS DOWNHILL TO THE
 MA2027'RIGHT, HERE TURN LEFT INTO THE MEADOW AND GO ABOUT 100 FEET TO THE
 MA2027'SUMMIT OF THE HILL AND THE STATION.
 MA2027'
 MA2027'THE STATION IS A STANDARD DISK, STAMPED DUTCH HILL 1958, SET IN AN
 MA2027'IRREGULAR MASS OF CONCRETE ABOUT 1 FOOT UNDER THE SURFACE OF THE
 MA2027'GROUND.
 MA2027'
 MA2027'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED DUTCH HILL NO 1
 MA2027'1958, SET IN A 12 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 MA2027'SURFACE OF THE GROUND.  IT IS LOCATED 185 FEET NORTH OF POWERLINE
 MA2027'POLE 228E-6, 6 FEET SOUTHWEST OF AN 8 INCH WILD CHERRY TREE, 4
 MA2027'FEET WEST OF A LINE OF TREES, 8 FEET EAST OF THE CENTER OF A DIM
 MA2027'TRACK ROAD, AND 1 FOOT SOUTH OF A 4 INCH SQUARE WHITE WITNESS
 MA2027'POST.
 MA2027'
 MA2027'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED DUTCH HILL NO 2
 MA2027'1958, SET IN A 12 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 MA2027'SURFACE OF THE GROUND.  IT IS LOCATED 20 FEET NORTH OF A SOUTHERLY
 MA2027'BEND IN A GRAVEL ROAD, 10 FEET EAST OF THE CENTER OF A DIM TRACK
 MA2027'ROAD, 5 FEET WEST OF A LINE OF TREES, 3 FEET NORTH OF POWERLINE POLE
 MA2027'228E-6, AND 1 FOOT NORTH OF A 4 INCH SQUARE WHITE WITNESS POST.
 MA2027'
 MA2027'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DUTCH HILL 1958, SET IN
 MA2027'A 12 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE
 MA2027'GROUND.  IT IS LOCATED ABOUT 0.3 MILE SOUTHWEST OF THE STATION, 15
 MA2027'FEET WEST OF THE CENTER OF A BLACK- TOPPED ROAD, 2 FEET NORTH OF
 MA2027'TELEPHONE POLE 105 AND 1.5 FEET NORTH OF A 4 INCH SQUARE WHITE
 MA2027'WITNESS POST.
 MA2027
 MA2027                          STATION RECOVERY (1979)
 MA2027
 MA2027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RGP)
 MA2027'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 MA2027'CONDITION AS PREVIOUSLY DESCRIBED.  THE AZIMUTH MARK WAS FOUND TO HAVE
 MA2027'BEEN DESTROYED BY ROAD CONSTRUCTION.  DUE TO THICK PINE TREES, IT WAS
 MA2027'NOT POSSIBLE TO ESTABLISH A NEW AZIMUTH MARK AT THIS TIME.
 MA2027'
 MA2027'A NEW WITNESS POST WAS SET 1.8 FEET SOUTHEAST OF REFERENCE MARK TWO.
 MA2027
 MA2027                          STATION RECOVERY (1980)
 MA2027
 MA2027'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (MPG)
 MA2027'DUTCH HILL 1958 RECOVERED GOOD.  STATION 1-1/2 FT. BELOW GROUND.
 MA2027'
 MA2027'DUTCH HILL NO. 1 1958 RECOVERED GOOD.
 MA2027'
 MA2027'DUTCH HILL NO. 2 1958 RECOVERED GOOD.
 MA2027'
 MA2027'DUTCH HILL 1958 AZIMUTH MARK AND MONUMENT WERE FOUND LYING ON TOP OF
 MA2027'GROUND BESIDE ROAD.  RESIDENTS REPORTED IT HAD BEEN REMOVED BY
 MA2027'STATE HIGHWAY DEPT.
 MA2027'
 MA2027'DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE NE OF DUTCH
 MA2027'HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2789 ***********************************************************************
 LY2789  DESIGNATION -  DUTKO
 LY2789  PID         -  LY2789
 LY2789  STATE/COUNTY-  PA/LACKAWANNA
 LY2789  USGS QUAD   -  CARBONDALE (1994)
 LY2789
 LY2789                         *CURRENT SURVEY CONTROL
 LY2789  ___________________________________________________________________
 LY2789* NAD 83(1992)-  41 35 25.67077(N)    075 34 36.55832(W)     ADJUSTED  
 LY2789* NAVD 88     -       521.     (meters)    1709.     (feet)  SCALED    
 LY2789  ___________________________________________________________________
 LY2789  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 LY2789  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 LY2789
 LY2789  HORZ ORDER  -  FIRST
 LY2789
 LY2789.The horizontal coordinates were established by classical geodetic methods
 LY2789.and adjusted by the National Geodetic Survey in June 2002..
 LY2789
 LY2789.The orthometric height was scaled from a topographic map.
 LY2789
 LY2789.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2789
 LY2789.The geoid height was determined by GEOID03.
 LY2789
 LY2789;                    North         East     Units Scale Factor Converg.
 LY2789;SPC PA N     -   160,392.167   781,173.308   MT  0.99996139   +1 26 15.5
 LY2789;SPC PA N     -   526,219.97  2,562,899.43   sFT  0.99996139   +1 26 15.5
 LY2789;UTM  18      - 4,604,468.194   451,923.818   MT  0.99962844   -0 22 58.4
 LY2789
 LY2789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2789!SPC PA N     -   0.99992316  x   0.99996139  =   0.99988456
 LY2789!UTM  18      -   0.99992316  x   0.99962844  =   0.99955163
 LY2789
 LY2789|---------------------------------------------------------------------|
 LY2789| PID    Reference Object                     Distance      Geod. Az  |
 LY2789|                                                           dddmmss.s |
 LY2789| CB3214 DUTKO RM 1                           17.325 METERS 12917     |
 LY2789| LY2788 SCOTT LOOKOUT TOWER                 APPROX. 6.8 KM 1850041.6 |
 LY2789| CB3213 DUTKO AZ MK                                        2262527.9 |
 LY2789| CB3215 DUTKO RM 2                           21.208 METERS 30955     |
 LY2789|---------------------------------------------------------------------|
 LY2789
 LY2789                          SUPERSEDED SURVEY CONTROL
 LY2789
 LY2789  NAD 83(1996)-  41 35 25.67008(N)    075 34 36.55810(W) AD(       ) 1
 LY2789  NAD 83(1996)-  41 35 25.67022(N)    075 34 36.55803(W) AD(       ) 1
 LY2789  NAD 83(1986)-  41 35 25.67084(N)    075 34 36.55684(W) AD(       ) 1
 LY2789  NAD 27      -  41 35 25.38200(N)    075 34 37.88800(W) AD(       ) 1
 LY2789
 LY2789.Superseded values are not recommended for survey control.
 LY2789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2789.See file dsdata.txt to determine how the superseded data were derived.
 LY2789
 LY2789_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM5192404468(NAD 83)
 LY2789_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2789
 LY2789  HISTORY     - Date     Condition        Report By
 LY2789  HISTORY     - 1942     MONUMENTED       CGS
 LY2789  HISTORY     - 1974     SEE DESCRIPTION  NGS
 LY2789  HISTORY     - 1978     GOOD             NGS
 LY2789
 LY2789                          STATION DESCRIPTION
 LY2789
 LY2789'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 LY2789'STATION IS LOCATED ABOUT 4 MILES WNW OF CARBONDALE, ON A KNOLL OF THE
 LY2789'HIGHLANDS BETWEEN THE LACKAWANNA AND TUNKHANNOCK RIVERS, 164 PACES
 LY2789'SE OF PENNSYLVANIA HIGHWAY 147 ON THE PROPERTY OF MICHAEL DUTKO.  IT
 LY2789'IS IN A GAP IN A NW AND SE HEDGE FENCE WHICH SEPARATES TWO
 LY2789'CULTIVATED FIELDS AND THE MARK IS 6 FEET S OF A WHITE REFERENCE POST.
 LY2789'IT IS STAMPED DUTKO 1942 AND PROJECTS 4 INCHES.
 LY2789'
 LY2789'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 LY2789'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND
 LY2789'11A.
 LY2789'
 LY2789'REFERENCE MARK NO. 1 IS SE OF THE STATION AND IS ALSO IN THE HEDGE
 LY2789'FENCE.  IT IS STAMPED DUTKO NO. 1 1942 AND PROJECTS 4 INCHES.
 LY2789'
 LY2789'REFERENCE MARK NO. 2 IS WNW OF THE STATION, IN THE HEDGE FENCE AND 70
 LY2789'FEET ESE OF AN 18-INCH MAPLE TREE.  IT IS STAMPED DUTKO NO.
 LY2789'2 1942 AND PROJECTS 3 INCHES.
 LY2789'
 LY2789'THE AZIMUTH MARK IS 0.85 MILE SW OF THE STATION, 20 FEET N OF THE
 LY2789'CENTER LINE OF PENNSYLVANIA HIGHWAY 147, 90 FEET E OF A FARM
 LY2789'ENTRANCE, 60 FEET SE OF A FARMHOUSE, 36 FEET E OF POWER POLE NO. 569
 LY2789'AND 18 INCHES E OF A WHITE REFERENCE POST.  IT IS STAMPED DUTKO
 LY2789'1942 AND PROJECTS 6 INCHES.
 LY2789'
 LY2789'TO REACH THE STATION FROM CARBONDALE AT THE INTERSECTION OF MAIN
 LY2789'STREET AND U.S. HIGHWAY 106, GO N ON HIGHWAY 106 FOR 4.8 MILES AND
 LY2789'TURN LEFT ON PENNSYLVANIA HIGHWAY 147, GO 1.8 MILES AND TURN LEFT ON
 LY2789'A DIM FIELD ROAD (TO REACH THE AZIMUTH MARK CONTINUE WESTERLY
 LY2789'ON HIGHWAY 147 FOR 0.85 MILE TO THE MARK ON THE N SIDE OF THE
 LY2789'HIGHWAY), GO SE ON THIS DIM FIELD ROAD FOR 164 PACES TO THE
 LY2789'STATION IN THE GAP OF A HEDGE FENCE.
 LY2789'
 LY2789'A 37-FOOT SIGNAL AT WATKINS IS VISIBLE AT 50 FEET.  A 64-FOOT SIGNAL
 LY2789'AT OAKLEY IS VISIBLE AT 50 FEET.  A 50-FOOT SIGNAL AT ELK IS VISIBLE
 LY2789'FROM THE GROUND.  64-FOOT SIGNALS AT QUARRY AND MOOSIC ARE VISIBLE
 LY2789'FROM THE GROUND.
 LY2789
 LY2789                          STATION RECOVERY (1974)
 LY2789
 LY2789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LY2789'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 LY2789'GOOD CONDITION.  A SEARCH WAS MADE FOR THE AZIMUTH MARK BUT
 LY2789'IS WAS NOT FOUND.  THE FORMER DESCRIPTION IS ADEQUATE TO FIND THIS
 LY2789'STATION.
 LY2789'
 LY2789'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-4 MILES WNW OF
 LY2789'CARBONDALE
 LY2789
 LY2789                          STATION RECOVERY (1978)
 LY2789
 LY2789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (GMB)
 LY2789'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 LY2789'IN GOOD CONDITION.  THE FORMER DESCRIPTION IS ADEQUATE TO FIND
 LY2789'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1824 ***********************************************************************
 KV1824  DESIGNATION -  E 1
 KV1824  PID         -  KV1824
 KV1824  STATE/COUNTY-  PA/PHILADELPHIA
 KV1824  USGS QUAD   -  GERMANTOWN (1997)
 KV1824
 KV1824                         *CURRENT SURVEY CONTROL
 KV1824  ___________________________________________________________________
 KV1824* NAD 83(1986)-  40 00 27.     (N)    075 10 42.     (W)     SCALED    
 KV1824* NAVD 88     -        35.399  (meters)     116.14   (feet)  ADJUSTED  
 KV1824  ___________________________________________________________________
 KV1824  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KV1824  DYNAMIC HT  -          35.383 (meters)     116.09  (feet)  COMP
 KV1824  MODELED GRAV-     980,170.9   (mgal)                       NAVD 88
 KV1824
 KV1824  VERT ORDER  -  FIRST     CLASS I
 KV1824
 KV1824.The horizontal coordinates were scaled from a topographic map and have
 KV1824.an estimated accuracy of +/- 6 seconds.
 KV1824
 KV1824.The orthometric height was determined by differential leveling
 KV1824.and adjusted by the National Geodetic Survey in June 1991..
 KV1824.WARNING-Repeat measurements at this control monument indicate possible
 KV1824.vertical movement.
 KV1824
 KV1824.The geoid height was determined by GEOID03.
 KV1824
 KV1824.The dynamic height is computed by dividing the NAVD 88
 KV1824.geopotential number by the normal gravity value computed on the
 KV1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1824.degrees latitude (g = 980.6199 gals.).
 KV1824
 KV1824.The modeled gravity was interpolated from observed gravity values.
 KV1824
 KV1824;                    North         East    Units  Estimated Accuracy
 KV1824;SPC PA S     -    78,050.      819,550.      MT  (+/- 180 meters Scaled)
 KV1824
 KV1824                          SUPERSEDED SURVEY CONTROL
 KV1824
 KV1824  NGVD 29 (01/10/92)   35.727  (m)          117.21   (f) ADJUSTED    1 1
 KV1824
 KV1824.Superseded values are not recommended for survey control.
 KV1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1824.See file dsdata.txt to determine how the superseded data were derived.
 KV1824
 KV1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK847286(NAD 83)
 KV1824_MARKER: DB = BENCH MARK DISK
 KV1824_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1824_SP_SET: BRIDGE ABUTMENT
 KV1824_STAMPING: E 1 1929 117.214
 KV1824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1824
 KV1824  HISTORY     - Date     Condition        Report By
 KV1824  HISTORY     - 1929     MONUMENTED       CGS
 KV1824  HISTORY     - 1964     GOOD             CGS
 KV1824  HISTORY     - 1974     GOOD             NGS
 KV1824
 KV1824                          STATION DESCRIPTION
 KV1824
 KV1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV1824'AT PHILADELPHIA.
 KV1824'AT PHILADELPHIA, ABOUT 1.45 MILES NORTHWEST ALONG THE READING
 KV1824'RAILWAY FROM THE OVERHEAD CROSSING OF THE PENNSYLVANIA RAILROAD
 KV1824'NEAR THE PENNSYLVANIA RAILROAD NORTH PHILADELPHIA STATION,
 KV1824'SET ON THE TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE
 KV1824'ABUTMENT OF THE BRIDGE OVER THE RICHMOND BRANCH OF THE READING
 KV1824'RAILWAY, ABOUT 125 YARDS SOUTHEAST OF THE OVERHEAD CROSSING OF
 KV1824'HENRY AVENUE, 5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 KV1824'NORTHEAST TRACK, 1.6 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 KV1824'ABUTMENT AND ABOUT LEVEL WITH THE RAIL.
 KV1824
 KV1824                          STATION RECOVERY (1974)
 KV1824
 KV1824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV1824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0761 ***********************************************************************
 JU0761  DESIGNATION -  E 10 1931
 JU0761  PID         -  JU0761
 JU0761  STATE/COUNTY-  PA/DELAWARE
 JU0761  USGS QUAD   -  BRIDGEPORT (1995)
 JU0761
 JU0761                         *CURRENT SURVEY CONTROL
 JU0761  ___________________________________________________________________
 JU0761* NAD 83(1986)-  39 52 09.     (N)    075 16 55.     (W)     SCALED    
 JU0761* NAVD 88     -         3.883  (meters)      12.74   (feet)  ADJUSTED  
 JU0761  ___________________________________________________________________
 JU0761  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JU0761  DYNAMIC HT  -           3.881 (meters)      12.73  (feet)  COMP
 JU0761  MODELED GRAV-     980,177.6   (mgal)                       NAVD 88
 JU0761
 JU0761  VERT ORDER  -  FIRST     CLASS I
 JU0761
 JU0761.The horizontal coordinates were scaled from a topographic map and have
 JU0761.an estimated accuracy of +/- 6 seconds.
 JU0761
 JU0761.The orthometric height was determined by differential leveling
 JU0761.and adjusted by the National Geodetic Survey in June 1991..
 JU0761
 JU0761.The geoid height was determined by GEOID03.
 JU0761
 JU0761.The dynamic height is computed by dividing the NAVD 88
 JU0761.geopotential number by the normal gravity value computed on the
 JU0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0761.degrees latitude (g = 980.6199 gals.).
 JU0761
 JU0761.The modeled gravity was interpolated from observed gravity values.
 JU0761
 JU0761;                    North         East    Units  Estimated Accuracy
 JU0761;SPC PA S     -    62,450.      811,130.      MT  (+/- 180 meters Scaled)
 JU0761
 JU0761                          SUPERSEDED SURVEY CONTROL
 JU0761
 JU0761  NGVD 29 (??/??/??)    4.183  (m)           13.72   (f) ADJUSTED    1 1
 JU0761
 JU0761.Superseded values are not recommended for survey control.
 JU0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0761.See file dsdata.txt to determine how the superseded data were derived.
 JU0761
 JU0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK758132(NAD 83)
 JU0761_MARKER: DB = BENCH MARK DISK
 JU0761_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0761_SP_SET: BUILDING
 JU0761_STAMPING: 13.930 E 10 1931
 JU0761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0761
 JU0761  HISTORY     - Date     Condition        Report By
 JU0761  HISTORY     - 1931     MONUMENTED       CGS
 JU0761  HISTORY     - 1963     GOOD             CGS
 JU0761  HISTORY     - 1970     GOOD             NGS
 JU0761  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0761
 JU0761                          STATION DESCRIPTION
 JU0761
 JU0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0761'1 MI E FROM ESSINGTON.
 JU0761'1.0 MILE EAST ALONG THE READING RAILWAY FROM THE CROSSING OF
 JU0761'WANAMAKER AVENUE AT ESSINGTON, AT THE SOUTHEAST CORNER OF THE
 JU0761'CROSSING OF FOURTH AVENUE, SET VERTICALLY IN THE NORTH FACE NEAR
 JU0761'THE NORTHWEST CORNER OF THE BRICK BUILDING HOUSING THE LESTER
 JU0761'PIANO COMPANY, AND ABOUT 5 FEET ABOVE LEVEL OF GROUND.
 JU0761
 JU0761                          STATION RECOVERY (1970)
 JU0761
 JU0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JU0761'RECOVERED IN GOOD CONDITION.
 JU0761
 JU0761                          STATION RECOVERY (1979)
 JU0761
 JU0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0761'NOT RECOVERED, NOTE, THE BUILDING HAS BEEN TORN DOWN, CONSIDERED
 JU0761'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0472 ***********************************************************************
 JW0472  CBN         -  This is a Cooperative Base Network Control Station.
 JW0472  DESIGNATION -  E 100
 JW0472  PID         -  JW0472
 JW0472  STATE/COUNTY-  PA/BEDFORD
 JW0472  USGS QUAD   -  BUFFALO MILLS (1977)
 JW0472
 JW0472                         *CURRENT SURVEY CONTROL
 JW0472  ___________________________________________________________________
 JW0472* NAD 83(1992)-  39 56 42.72929(N)    078 38 48.26220(W)     ADJUSTED  
 JW0472* NAVD 88     -       402.134  (meters)    1319.33   (feet)  POSTED    
 JW0472  ___________________________________________________________________
 JW0472  X           -     963,991.975 (meters)                     COMP
 JW0472  Y           -  -4,801,077.611 (meters)                     COMP
 JW0472  Z           -   4,073,560.111 (meters)                     COMP
 JW0472  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 JW0472  ELLIP HEIGHT-         369.62  (meters)          (03/28/01) GPS OBS
 JW0472  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 JW0472  DYNAMIC HT  -         401.900 (meters)    1318.57  (feet)  COMP
 JW0472  MODELED GRAV-     980,033.9   (mgal)                       NAVD 88
 JW0472
 JW0472  HORZ ORDER  -  A
 JW0472  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JW0472  ELLP ORDER  -  THIRD     CLASS II
 JW0472
 JW0472.The horizontal coordinates were established by GPS observations
 JW0472.and adjusted by the National Geodetic Survey in March 2001..
 JW0472
 JW0472.The orthometric height was determined by differential leveling
 JW0472.and adjusted by the National Geodetic Survey in 1992..
 JW0472.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JW0472.rate of 0.0 thru 1.0 mm/km.
 JW0472
 JW0472.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JW0472
 JW0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW0472
 JW0472.The ellipsoidal height was determined by GPS observations
 JW0472.and is referenced to NAD 83.
 JW0472
 JW0472.The geoid height was determined by GEOID03.
 JW0472
 JW0472.The dynamic height is computed by dividing the NAVD 88
 JW0472.geopotential number by the normal gravity value computed on the
 JW0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0472.degrees latitude (g = 980.6199 gals.).
 JW0472
 JW0472.The modeled gravity was interpolated from observed gravity values.
 JW0472
 JW0472;                    North         East     Units Scale Factor Converg.
 JW0472;SPC PA S     -    68,327.861   523,364.237   MT  0.99999817   -0 34 54.5
 JW0472;SPC PA S     -   224,172.32  1,717,070.83   sFT  0.99999817   -0 34 54.5
 JW0472;UTM  17      - 4,424,326.910   701,044.126   MT  1.00009761   +1 30 41.1
 JW0472
 JW0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW0472!SPC PA S     -   0.99994202  x   0.99999817  =   0.99994019
 JW0472!UTM  17      -   0.99994202  x   1.00009761  =   1.00003962
 JW0472
 JW0472                          SUPERSEDED SURVEY CONTROL
 JW0472
 JW0472  NAVD 88 (03/28/01)  402.13   (m)         1319.3    (f) LEVELING    3  
 JW0472  NGVD 29 (??/??/92)  402.297  (m)         1319.87   (f) ADJ UNCH    2 0
 JW0472
 JW0472.Superseded values are not recommended for survey control.
 JW0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0472.See file dsdata.txt to determine how the superseded data were derived.
 JW0472
 JW0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE0104424327(NAD 83)
 JW0472_MARKER: DB = BENCH MARK DISK
 JW0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0472_STAMPING: E-100 1935
 JW0472_MARK LOGO: CGS   
 JW0472_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JW0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0472+STABILITY: SURFACE MOTION
 JW0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW0472+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2001
 JW0472
 JW0472  HISTORY     - Date     Condition        Report By
 JW0472  HISTORY     - 1935     MONUMENTED       CGS
 JW0472  HISTORY     - 1967     GOOD             USGS
 JW0472  HISTORY     - 20000411 GOOD             PADT
 JW0472  HISTORY     - 20001003 GOOD             PADT
 JW0472  HISTORY     - 20011101 GOOD             TERR5V
 JW0472
 JW0472                          STATION DESCRIPTION
 JW0472
 JW0472'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JW0472'9.8 MI N FROM HYNDMAN.
 JW0472'ABOUT 9.8 MI. N ALONG PENNSYLVANIA R.R. FROM STATION AT HYNDMEN
 JW0472'BEDFORD COUNTY, AT BUFFALO MILLS, 72 FT. SW OF R.R. CROSSING,
 JW0472'70 FT. S OF T-RD E, 36 FT E OF CENTERLINE OF STATE HIGHWAY 96,
 JW0472'IN TOP OF CONCRETE POST FLUSH WITH GROUND.  A STD. TABLET STAMPED
 JW0472'E-100 1935.
 JW0472
 JW0472                          STATION RECOVERY (2000)
 JW0472
 JW0472'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (WC)
 JW0472'THE STATION IS LOCATED JUST SOUTH OF THE POST OFFICE IN BUFFALO
 JW0472'MILLS, AT THE INTERSECTION OF STATE ROUTE 96 (HYNDMAN ROAD) AND
 JW0472'BUFFALO ROAD.
 JW0472' 
 JW0472'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 31
 JW0472'AND 96 IN MANNS CHOICE, PROCEED SOUTH ON STATE ROUTE 96 FOR 4.8 MI
 JW0472'(7.7 KM) TO BUFFALO MILLS AND THE INTERSECTION WITH BUFFALO ROAD.
 JW0472' 
 JW0472'THE STATION IS 30 FT (9.1 M) EAST FROM THE CENTERLINE OF STATE ROUTE
 JW0472'96 AND 60 FT (18.2 M) SOUTH OF BUFFALO ROAD, WEST SIDE OF DRAINAGE
 JW0472'DITCH.
 JW0472' 
 JW0472' 
 JW0472'
 JW0472
 JW0472                          STATION RECOVERY (2000)
 JW0472
 JW0472'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (WCC)
 JW0472'RECOVERED AS DESCRIBED.
 JW0472
 JW0472                          STATION RECOVERY (2001)
 JW0472
 JW0472'RECOVERY NOTE BY TERRASURV 2001 (JVH)
 JW0472'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1515 ***********************************************************************
 JV1515  DESIGNATION -  E 101
 JV1515  PID         -  JV1515
 JV1515  STATE/COUNTY-  PA/YORK
 JV1515  USGS QUAD   -  WEST YORK (1973)
 JV1515
 JV1515                         *CURRENT SURVEY CONTROL
 JV1515  ___________________________________________________________________
 JV1515* NAD 83(1986)-  39 52 50.     (N)    076 45 21.     (W)     SCALED    
 JV1515* NAVD 88     -       135.562  (meters)     444.76   (feet)  ADJUSTED  
 JV1515  ___________________________________________________________________
 JV1515  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 JV1515  DYNAMIC HT  -         135.492 (meters)     444.53  (feet)  COMP
 JV1515  MODELED GRAV-     980,112.3   (mgal)                       NAVD 88
 JV1515
 JV1515  VERT ORDER  -  SECOND    CLASS 0
 JV1515
 JV1515.The horizontal coordinates were scaled from a topographic map and have
 JV1515.an estimated accuracy of +/- 6 seconds.
 JV1515
 JV1515.The orthometric height was determined by differential leveling
 JV1515.and adjusted by the National Geodetic Survey in June 1991..
 JV1515
 JV1515.The geoid height was determined by GEOID03.
 JV1515
 JV1515.The dynamic height is computed by dividing the NAVD 88
 JV1515.geopotential number by the normal gravity value computed on the
 JV1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1515.degrees latitude (g = 980.6199 gals.).
 JV1515
 JV1515.The modeled gravity was interpolated from observed gravity values.
 JV1515
 JV1515;                    North         East    Units  Estimated Accuracy
 JV1515;SPC PA S     -    61,240.      685,040.      MT  (+/- 180 meters Scaled)
 JV1515
 JV1515                          SUPERSEDED SURVEY CONTROL
 JV1515
 JV1515  NGVD 29 (??/??/??)  135.808  (m)          445.56   (f) ADJUSTED    2 0
 JV1515
 JV1515.Superseded values are not recommended for survey control.
 JV1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1515.See file dsdata.txt to determine how the superseded data were derived.
 JV1515
 JV1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK498159(NAD 83)
 JV1515_MARKER: DB = BENCH MARK DISK
 JV1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1515_STAMPING: E 101 1935
 JV1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1515+STABILITY: SURFACE MOTION
 JV1515
 JV1515  HISTORY     - Date     Condition        Report By
 JV1515  HISTORY     - 1935     MONUMENTED       CGS
 JV1515  HISTORY     - 1954     MARK NOT FOUND   CGS
 JV1515
 JV1515                          STATION DESCRIPTION
 JV1515
 JV1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1515'0.6 MI N FROM GLATFELTER.
 JV1515'0.6 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE CODORUS
 JV1515'CREEK BRIDGE AT GLATFELTER, YORK COUNTY, ABOUT 0.3 MILE SOUTH OF
 JV1515'MILEPOST 50, 25 FEET WEST OF THE CENTER LINE OF THE WEST TRACK,
 JV1515'AND 7 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 JV1515'STAMPED E 101 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JV1515
 JV1515                          STATION RECOVERY (1954)
 JV1515
 JV1515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 JV1515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1592 ***********************************************************************
 JV1592  DESIGNATION -  E 102
 JV1592  PID         -  JV1592
 JV1592  STATE/COUNTY-  PA/YORK
 JV1592  USGS QUAD   -  HANOVER (1984)
 JV1592
 JV1592                         *CURRENT SURVEY CONTROL
 JV1592  ___________________________________________________________________
 JV1592* NAD 83(1986)-  39 51 05.     (N)    076 54 23.     (W)     SCALED    
 JV1592* NAVD 88     -       148.584  (meters)     487.48   (feet)  ADJUSTED  
 JV1592  ___________________________________________________________________
 JV1592  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 JV1592  DYNAMIC HT  -         148.507 (meters)     487.23  (feet)  COMP
 JV1592  MODELED GRAV-     980,106.7   (mgal)                       NAVD 88
 JV1592
 JV1592  VERT ORDER  -  SECOND    CLASS 0
 JV1592
 JV1592.The horizontal coordinates were scaled from a topographic map and have
 JV1592.an estimated accuracy of +/- 6 seconds.
 JV1592
 JV1592.The orthometric height was determined by differential leveling
 JV1592.and adjusted by the National Geodetic Survey in June 1991..
 JV1592
 JV1592.The geoid height was determined by GEOID03.
 JV1592
 JV1592.The dynamic height is computed by dividing the NAVD 88
 JV1592.geopotential number by the normal gravity value computed on the
 JV1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1592.degrees latitude (g = 980.6199 gals.).
 JV1592
 JV1592.The modeled gravity was interpolated from observed gravity values.
 JV1592
 JV1592;                    North         East    Units  Estimated Accuracy
 JV1592;SPC PA S     -    57,870.      672,200.      MT  (+/- 180 meters Scaled)
 JV1592
 JV1592                          SUPERSEDED SURVEY CONTROL
 JV1592
 JV1592  NGVD 29 (??/??/??)  148.813  (m)          488.23   (f) ADJUSTED    2 0
 JV1592
 JV1592.Superseded values are not recommended for survey control.
 JV1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1592.See file dsdata.txt to determine how the superseded data were derived.
 JV1592
 JV1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK369130(NAD 83)
 JV1592_MARKER: DB = BENCH MARK DISK
 JV1592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1592_STAMPING: E 102 1935
 JV1592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1592+STABILITY: SURFACE MOTION
 JV1592
 JV1592  HISTORY     - Date     Condition        Report By
 JV1592  HISTORY     - 1935     MONUMENTED       CGS
 JV1592  HISTORY     - 1942     GOOD             CGS
 JV1592
 JV1592                          STATION DESCRIPTION
 JV1592
 JV1592'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1592'2.9 MI SW FROM SPRING GROVE.
 JV1592'2.9 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JV1592'STATION AT SPRING GROVE, YORK COUNTY, ABOUT 725 FEET SOUTH OF
 JV1592'MILEPOST 26, AT A COUNTRY ROAD CROSSING, 18 FEET NORTH OF THE
 JV1592'CENTER LINE OF THE ROAD, AND 21 FEET EAST OF THE CENTER LINE OF
 JV1592'THE TRACK.  A STANDARD DISK, STAMPED E 102 1935 AND SET IN THE
 JV1592'TOP OF A CONCRETE POST.
 JV1592
 JV1592                          STATION RECOVERY (1942)
 JV1592
 JV1592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 JV1592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1561 ***********************************************************************
 JU1561  DESIGNATION -  E 105
 JU1561  PID         -  JU1561
 JU1561  STATE/COUNTY-  PA/CHESTER
 JU1561  USGS QUAD   -  OXFORD (1992)
 JU1561
 JU1561                         *CURRENT SURVEY CONTROL
 JU1561  ___________________________________________________________________
 JU1561* NAD 83(1986)-  39 47 09.     (N)    075 58 45.     (W)     SCALED    
 JU1561* NAVD 88     -       172.642  (meters)     566.41   (feet)  ADJUSTED  
 JU1561  ___________________________________________________________________
 JU1561  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JU1561  DYNAMIC HT  -         172.554 (meters)     566.12  (feet)  COMP
 JU1561  MODELED GRAV-     980,116.4   (mgal)                       NAVD 88
 JU1561
 JU1561  VERT ORDER  -  SECOND    CLASS 0
 JU1561
 JU1561.The horizontal coordinates were scaled from a topographic map and have
 JU1561.an estimated accuracy of +/- 6 seconds.
 JU1561
 JU1561.The orthometric height was determined by differential leveling
 JU1561.and adjusted by the National Geodetic Survey in June 1991..
 JU1561
 JU1561.The geoid height was determined by GEOID03.
 JU1561
 JU1561.The dynamic height is computed by dividing the NAVD 88
 JU1561.geopotential number by the normal gravity value computed on the
 JU1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1561.degrees latitude (g = 980.6199 gals.).
 JU1561
 JU1561.The modeled gravity was interpolated from observed gravity values.
 JU1561
 JU1561;                    North         East    Units  Estimated Accuracy
 JU1561;SPC PA S     -    51,760.      751,680.      MT  (+/- 180 meters Scaled)
 JU1561
 JU1561                          SUPERSEDED SURVEY CONTROL
 JU1561
 JU1561  NGVD 29 (??/??/??)  172.938  (m)          567.38   (f) ADJUSTED    2 0
 JU1561
 JU1561.Superseded values are not recommended for survey control.
 JU1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1561.See file dsdata.txt to determine how the superseded data were derived.
 JU1561
 JU1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK161044(NAD 83)
 JU1561_MARKER: DB = BENCH MARK DISK
 JU1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1561_STAMPING: E 105 1935
 JU1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1561+STABILITY: SURFACE MOTION
 JU1561
 JU1561  HISTORY     - Date     Condition        Report By
 JU1561  HISTORY     - 1935     MONUMENTED       CGS
 JU1561  HISTORY     - 1966     GOOD             CGS
 JU1561  HISTORY     - 20011117 GOOD             USPSQD
 JU1561
 JU1561                          STATION DESCRIPTION
 JU1561
 JU1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1561'AT OXFORD.
 JU1561'AT OXFORD, 340 FEET NORTH OF U.S. HIGHWAY 1, 44 FEET WEST OF THE
 JU1561'CURB OF STATE HIGHWAY 10, 50 FEET NORTHEAST OF THE CURB OF
 JU1561'STATE HIGHWAY 472, 42 FEET NORTH OF A FLAG POLE, 20.5 FEET SOUTH
 JU1561'OF A 12-INCH SPRUCE TREE, SET IN THE TOP OF A TWO FOOT BY TWO
 JU1561'FOOT CONCRETE POST PROJECTING 1-INCH IN A LARGE LAWN AND IS ABOUT
 JU1561'LEVEL WITH THE HIGHWAY.
 JU1561
 JU1561                          STATION RECOVERY (2001)
 JU1561
 JU1561'RECOVERY NOTE BY US POWER SQUADRON 2001
 JU1561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0235 ***********************************************************************
 JV0235  DESIGNATION -  E 106
 JV0235  PID         -  JV0235
 JV0235  STATE/COUNTY-  PA/LANCASTER
 JV0235  USGS QUAD   -  WAKEFIELD (1976)
 JV0235
 JV0235                         *CURRENT SURVEY CONTROL
 JV0235  ___________________________________________________________________
 JV0235* NAD 83(1986)-  39 52 22.     (N)    076 13 40.     (W)     SCALED    
 JV0235* NAVD 88     -       217.803  (meters)     714.58   (feet)  ADJUSTED  
 JV0235  ___________________________________________________________________
 JV0235  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 JV0235  DYNAMIC HT  -         217.690 (meters)     714.20  (feet)  COMP
 JV0235  MODELED GRAV-     980,102.7   (mgal)                       NAVD 88
 JV0235
 JV0235  VERT ORDER  -  SECOND    CLASS 0
 JV0235
 JV0235.The horizontal coordinates were scaled from a topographic map and have
 JV0235.an estimated accuracy of +/- 6 seconds.
 JV0235
 JV0235.The orthometric height was determined by differential leveling
 JV0235.and adjusted by the National Geodetic Survey in June 1991..
 JV0235
 JV0235.The geoid height was determined by GEOID03.
 JV0235
 JV0235.The dynamic height is computed by dividing the NAVD 88
 JV0235.geopotential number by the normal gravity value computed on the
 JV0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0235.degrees latitude (g = 980.6199 gals.).
 JV0235
 JV0235.The modeled gravity was interpolated from observed gravity values.
 JV0235
 JV0235;                    North         East    Units  Estimated Accuracy
 JV0235;SPC PA S     -    61,020.      730,220.      MT  (+/- 180 meters Scaled)
 JV0235
 JV0235                          SUPERSEDED SURVEY CONTROL
 JV0235
 JV0235  NGVD 29 (??/??/??)  218.049  (m)          715.38   (f) ADJUSTED    2 0
 JV0235
 JV0235.Superseded values are not recommended for survey control.
 JV0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0235.See file dsdata.txt to determine how the superseded data were derived.
 JV0235
 JV0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK950143(NAD 83)
 JV0235_MARKER: DB = BENCH MARK DISK
 JV0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV0235_STAMPING: E 106 1935
 JV0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV0235+STABILITY: SURFACE MOTION
 JV0235
 JV0235  HISTORY     - Date     Condition        Report By
 JV0235  HISTORY     - 1935     MONUMENTED       CGS
 JV0235  HISTORY     - 1955     GOOD             CGS
 JV0235
 JV0235                          STATION DESCRIPTION
 JV0235
 JV0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JV0235'5.8 MI E FROM HOLTWOOD.
 JV0235'ABOUT 5.8 MILES EAST ALONG STATE HIGHWAY 372 FROM THE SCHOOL AT
 JV0235'HOLTWOOD, ABOUT 4.0 MILES WEST OF INTERSECTION OF CHURCH STREET
 JV0235'AT QUARRYVILLE, ABOUT 81 YARDS EAST OF INTERSECTION OF HIGHWAY
 JV0235'72 AT BUCK, 16 FEET SOUTH OF CENTER LINE OF HIGHWAY, 53 1/2 FEET
 JV0235'SOUTHWEST AND ACROSS HIGHWAY FROM THE CENTER OF GATE IN IRON FENCE
 JV0235'AROUND FRONT LAWN OF A 2-STORY HOUSE, 1 1/2 FEET NORTHEAST
 JV0235'OF A FENCE CORNER, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP
 JV0235'OF A CONCRETE POST PROJECTING 12 INCHES.  NOTE-- USE WITH
 JV0235'CAUTION.  REMOVED FROM POSITION-LOOSELY SET BACK INTO HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1488 ***********************************************************************
 JU1488  DESIGNATION -  E 107
 JU1488  PID         -  JU1488
 JU1488  STATE/COUNTY-  PA/CHESTER
 JU1488  USGS QUAD   -  COATESVILLE (1997)
 JU1488
 JU1488                         *CURRENT SURVEY CONTROL
 JU1488  ___________________________________________________________________
 JU1488* NAD 83(1986)-  39 57 46.     (N)    075 47 53.     (W)     SCALED    
 JU1488* NAVD 88     -        84.277  (meters)     276.50   (feet)  ADJUSTED  
 JU1488  ___________________________________________________________________
 JU1488  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 JU1488  DYNAMIC HT  -          84.235 (meters)     276.36  (feet)  COMP
 JU1488  MODELED GRAV-     980,129.9   (mgal)                       NAVD 88
 JU1488
 JU1488  VERT ORDER  -  SECOND    CLASS 0
 JU1488
 JU1488.The horizontal coordinates were scaled from a topographic map and have
 JU1488.an estimated accuracy of +/- 6 seconds.
 JU1488
 JU1488.The orthometric height was determined by differential leveling
 JU1488.and adjusted by the National Geodetic Survey in June 1991..
 JU1488
 JU1488.The geoid height was determined by GEOID03.
 JU1488
 JU1488.The dynamic height is computed by dividing the NAVD 88
 JU1488.geopotential number by the normal gravity value computed on the
 JU1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1488.degrees latitude (g = 980.6199 gals.).
 JU1488
 JU1488.The modeled gravity was interpolated from observed gravity values.
 JU1488
 JU1488;                    North         East    Units  Estimated Accuracy
 JU1488;SPC PA S     -    71,730.      766,760.      MT  (+/- 180 meters Scaled)
 JU1488
 JU1488                          SUPERSEDED SURVEY CONTROL
 JU1488
 JU1488  NGVD 29 (??/??/??)   84.559  (m)          277.42   (f) ADJUSTED    2 0
 JU1488
 JU1488.Superseded values are not recommended for survey control.
 JU1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1488.See file dsdata.txt to determine how the superseded data were derived.
 JU1488
 JU1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK318239(NAD 83)
 JU1488_MARKER: DB = BENCH MARK DISK
 JU1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1488_STAMPING: E 107 1935
 JU1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1488+STABILITY: SURFACE MOTION
 JU1488
 JU1488  HISTORY     - Date     Condition        Report By
 JU1488  HISTORY     - 1935     MONUMENTED       CGS
 JU1488
 JU1488                          STATION DESCRIPTION
 JU1488
 JU1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU1488'1.7 MI N FROM MORTONVILLE.
 JU1488'1.7 MILES NORTH ALONG THE READING RAILWAY FROM THE STATION AT
 JU1488'MORTONVILLE, CHESTER COUNTY, NEAR POLE 30/30, 7 RAILS EAST OF A
 JU1488'SECTIONHOUSE, AT THE SIDE OF A ROCK AND CONCRETE BANK, AND 15
 JU1488'FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 JU1488'STAMPED E 107 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2357 ***********************************************************************
 KV2357  DESIGNATION -  E 108
 KV2357  PID         -  KV2357
 KV2357  STATE/COUNTY-  PA/MONTGOMERY
 KV2357  USGS QUAD   -  SASSAMANSVILLE (1990)
 KV2357
 KV2357                         *CURRENT SURVEY CONTROL
 KV2357  ___________________________________________________________________
 KV2357* NAD 83(1986)-  40 20 28.     (N)    075 32 47.     (W)     SCALED    
 KV2357* NAVD 88     -       101.977  (meters)     334.57   (feet)  ADJUSTED  
 KV2357  ___________________________________________________________________
 KV2357  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 KV2357  DYNAMIC HT  -         101.925 (meters)     334.40  (feet)  COMP
 KV2357  MODELED GRAV-     980,116.3   (mgal)                       NAVD 88
 KV2357
 KV2357  VERT ORDER  -  SECOND    CLASS 0
 KV2357
 KV2357.The horizontal coordinates were scaled from a topographic map and have
 KV2357.an estimated accuracy of +/- 6 seconds.
 KV2357
 KV2357.The orthometric height was determined by differential leveling
 KV2357.and adjusted by the National Geodetic Survey in June 1991..
 KV2357
 KV2357.The geoid height was determined by GEOID03.
 KV2357
 KV2357.The dynamic height is computed by dividing the NAVD 88
 KV2357.geopotential number by the normal gravity value computed on the
 KV2357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2357.degrees latitude (g = 980.6199 gals.).
 KV2357
 KV2357.The modeled gravity was interpolated from observed gravity values.
 KV2357
 KV2357;                    North         East    Units  Estimated Accuracy
 KV2357;SPC PA S     -   114,230.      787,210.      MT  (+/- 180 meters Scaled)
 KV2357
 KV2357                          SUPERSEDED SURVEY CONTROL
 KV2357
 KV2357  NGVD 29 (??/??/??)  102.244  (m)          335.45   (f) ADJUSTED    2 0
 KV2357
 KV2357.Superseded values are not recommended for survey control.
 KV2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2357.See file dsdata.txt to determine how the superseded data were derived.
 KV2357
 KV2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK535657(NAD 83)
 KV2357_MARKER: DB = BENCH MARK DISK
 KV2357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2357_SP_SET: CULVERT
 KV2357_STAMPING: E 108 1935
 KV2357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2357+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2004
 KV2357
 KV2357  HISTORY     - Date     Condition        Report By
 KV2357  HISTORY     - 1935     MONUMENTED       CGS
 KV2357  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV2357  HISTORY     - 20041201 GOOD             USPSQD
 KV2357
 KV2357                          STATION DESCRIPTION
 KV2357
 KV2357'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV2357'3.7 MI NE FROM NEW HANOVER.
 KV2357'ABOUT 3.7 MILES NORTHEAST ALONG STATE HIGHWAY 663 FROM THE MAIN
 KV2357'ROAD CROSSING AT NEW HANOVER, MONTGOMERY COUNTY, ABOUT 0.3 MILE
 KV2357'NORTHEAST OF AN INTERSECTION OF AN OILED ROAD, 19 FEET NORTHEAST
 KV2357'OF A ROW OF TREES LEADING SOUTHEAST FROM THE HIGHWAY, IN THE
 KV2357'CENTER OF THE TOP OF THE SOUTHEAST CONCRETE HEAD WALL OF A
 KV2357'CULVERT, AND 13 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY.
 KV2357'A STANDARD DISK, STAMPED E 108 1935.
 KV2357
 KV2357                          STATION RECOVERY (1990)
 KV2357
 KV2357'RECOVERY NOTE BY US POWER SQUADRON 1990 (JDC)
 KV2357'MARK NOT FOUND.
 KV2357
 KV2357                          STATION RECOVERY (2004)
 KV2357
 KV2357'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEQ)
 KV2357'USE WITH CAUTION.  ROAD WIDENED SINCE 1935.  ORIGINAL HEADWALL
 KV2357'MISSING.  MARK HAS BEEN MOVED AND SET IN A BLOCK OF CONCRETE 19 FT -
 KV2357'NOT 13 FT- FROM THE HWY CENTER LINE, AND 25 FT - NOT 19 FT- FROM THE
 KV2357'ROW OF TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0556 ***********************************************************************
 KY0556  DESIGNATION -  E 109
 KY0556  PID         -  KY0556
 KY0556  STATE/COUNTY-  PA/WASHINGTON
 KY0556  USGS QUAD   -  AVELLA (1979)
 KY0556
 KY0556                         *CURRENT SURVEY CONTROL
 KY0556  ___________________________________________________________________
 KY0556* NAD 83(1986)-  40 20 17.     (N)    080 22 36.     (W)     SCALED    
 KY0556* NAVD 88     -       320.300  (meters)    1050.85   (feet)  ADJUSTED  
 KY0556  ___________________________________________________________________
 KY0556  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KY0556  DYNAMIC HT  -         320.122 (meters)    1050.27  (feet)  COMP
 KY0556  MODELED GRAV-     980,064.3   (mgal)                       NAVD 88
 KY0556
 KY0556  VERT ORDER  -  SECOND    CLASS 0
 KY0556
 KY0556.The horizontal coordinates were scaled from a topographic map and have
 KY0556.an estimated accuracy of +/- 6 seconds.
 KY0556
 KY0556.The orthometric height was determined by differential leveling
 KY0556.and adjusted by the National Geodetic Survey in June 1991..
 KY0556
 KY0556.The geoid height was determined by GEOID03.
 KY0556
 KY0556.The dynamic height is computed by dividing the NAVD 88
 KY0556.geopotential number by the normal gravity value computed on the
 KY0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0556.degrees latitude (g = 980.6199 gals.).
 KY0556
 KY0556.The modeled gravity was interpolated from observed gravity values.
 KY0556
 KY0556;                    North         East    Units  Estimated Accuracy
 KY0556;SPC PA S     -   114,880.      376,850.      MT  (+/- 180 meters Scaled)
 KY0556
 KY0556                          SUPERSEDED SURVEY CONTROL
 KY0556
 KY0556  NGVD 29 (??/??/92)  320.444  (m)         1051.32   (f) ADJ UNCH    2 0
 KY0556
 KY0556.Superseded values are not recommended for survey control.
 KY0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0556.See file dsdata.txt to determine how the superseded data were derived.
 KY0556
 KY0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE529654(NAD 83)
 KY0556_MARKER: DB = BENCH MARK DISK
 KY0556_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0556_SP_SET: CULVERT
 KY0556_STAMPING: E 109 1957
 KY0556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0556
 KY0556  HISTORY     - Date     Condition        Report By
 KY0556  HISTORY     - 1957     MONUMENTED       CGS
 KY0556
 KY0556                          STATION DESCRIPTION
 KY0556
 KY0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0556'3.8 MI S FROM BURGETTSTOWN.
 KY0556'ABOUT 3.8 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE POST
 KY0556'OFFICE AT BURGETTSTOWN, ABOUT 0.35 MILE SOUTHEAST OF JUNCTION OF
 KY0556'A BLACK TOP ROAD LEADING SOUTHWEST TO AVELLA, 20 FEET NORTHEAST
 KY0556'OF CENTER LINE OF HIGHWAY, IN THE TOP OF NORTHWEST END OF
 KY0556'NORTHEAST HEAD WALL OF A 10-FOOT CONCRETE CULVERT UNDER
 KY0556'HIGHWAY AND ABOUT 1 1/2 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1424 ***********************************************************************
 KV1424  DESIGNATION -  E 11
 KV1424  PID         -  KV1424
 KV1424  STATE/COUNTY-  PA/NORTHAMPTON
 KV1424  USGS QUAD   -  PORTLAND (1997)
 KV1424
 KV1424                         *CURRENT SURVEY CONTROL
 KV1424  ___________________________________________________________________
 KV1424* NAD 83(1986)-  40 56 53.     (N)    075 06 53.     (W)     SCALED    
 KV1424* NAVD 88     -        96.022  (meters)     315.03   (feet)  ADJUSTED  
 KV1424  ___________________________________________________________________
 KV1424  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KV1424  DYNAMIC HT  -          95.980 (meters)     314.89  (feet)  COMP
 KV1424  MODELED GRAV-     980,179.4   (mgal)                       NAVD 88
 KV1424
 KV1424  VERT ORDER  -  FIRST     CLASS II
 KV1424
 KV1424.The horizontal coordinates were scaled from a topographic map and have
 KV1424.an estimated accuracy of +/- 6 seconds.
 KV1424
 KV1424.The orthometric height was determined by differential leveling
 KV1424.and adjusted by the National Geodetic Survey in June 1991..
 KV1424
 KV1424.The geoid height was determined by GEOID03.
 KV1424
 KV1424.The dynamic height is computed by dividing the NAVD 88
 KV1424.geopotential number by the normal gravity value computed on the
 KV1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1424.degrees latitude (g = 980.6199 gals.).
 KV1424
 KV1424.The modeled gravity was interpolated from observed gravity values.
 KV1424
 KV1424;                    North         East    Units  Estimated Accuracy
 KV1424;SPC PA S     -   182,610.      821,860.      MT  (+/- 180 meters Scaled)
 KV1424
 KV1424                          SUPERSEDED SURVEY CONTROL
 KV1424
 KV1424  NGVD 29 (??/??/??)   96.210  (m)          315.65   (f) ADJUSTED    1 2
 KV1424
 KV1424.Superseded values are not recommended for survey control.
 KV1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1424.See file dsdata.txt to determine how the superseded data were derived.
 KV1424
 KV1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL903329(NAD 83)
 KV1424_MARKER: DB = BENCH MARK DISK
 KV1424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1424_SP_SET: PIER
 KV1424_STAMPING: E 11 1932 315.649
 KV1424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1424_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1424+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 KV1424
 KV1424  HISTORY     - Date     Condition        Report By
 KV1424  HISTORY     - 1932     MONUMENTED       CGS
 KV1424  HISTORY     - 1956     GOOD             CGS
 KV1424  HISTORY     - 19940925 GOOD             USPSQD
 KV1424  HISTORY     - 20030501 GOOD             PADT
 KV1424
 KV1424                          STATION DESCRIPTION
 KV1424
 KV1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1424'2 MI N FROM PORTLAND.
 KV1424'2.0 MILES NORTH ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 KV1424'RAILROAD FROM THE STATION AT PORTLAND, AT SLATEFORD JUNCTION,
 KV1424'SET VERTICALLY IN THE EAST FACE OF A CONCRETE PIER SUPPORTING
 KV1424'AN OVERPASS, 28 FEET WEST OF THE WEST RAIL OF THE EAST TRACK
 KV1424'AND 4 FEET ABOVE THE LEVEL OF THE TRACK.
 KV1424
 KV1424                          STATION RECOVERY (1994)
 KV1424
 KV1424'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1424'RECOVERED IN GOOD CONDITION.
 KV1424
 KV1424                          STATION RECOVERY (2003)
 KV1424
 KV1424'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (PJN)
 KV1424'OVERPASS HAS BEEN PARTLY FILLED HOWEVER STATION IS STILL VISIBLE.
 KV1424'OVERPASS IS AN ACCESS TO SR 0611 AT NORTH END OF SLATEFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0478 ***********************************************************************
 KY0478  DESIGNATION -  E 110
 KY0478  PID         -  KY0478
 KY0478  STATE/COUNTY-  PA/WASHINGTON
 KY0478  USGS QUAD   -  CANONSBURG (1979)
 KY0478
 KY0478                         *CURRENT SURVEY CONTROL
 KY0478  ___________________________________________________________________
 KY0478* NAD 83(1986)-  40 19 05.     (N)    080 13 20.     (W)     SCALED    
 KY0478* NAVD 88     -       306.250  (meters)    1004.76   (feet)  ADJUSTED  
 KY0478  ___________________________________________________________________
 KY0478  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KY0478  DYNAMIC HT  -         306.081 (meters)    1004.20  (feet)  COMP
 KY0478  MODELED GRAV-     980,067.7   (mgal)                       NAVD 88
 KY0478
 KY0478  VERT ORDER  -  SECOND    CLASS 0
 KY0478
 KY0478.The horizontal coordinates were scaled from a topographic map and have
 KY0478.an estimated accuracy of +/- 6 seconds.
 KY0478
 KY0478.The orthometric height was determined by differential leveling
 KY0478.and adjusted by the National Geodetic Survey in June 1991..
 KY0478
 KY0478.The geoid height was determined by GEOID03.
 KY0478
 KY0478.The dynamic height is computed by dividing the NAVD 88
 KY0478.geopotential number by the normal gravity value computed on the
 KY0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0478.degrees latitude (g = 980.6199 gals.).
 KY0478
 KY0478.The modeled gravity was interpolated from observed gravity values.
 KY0478
 KY0478;                    North         East    Units  Estimated Accuracy
 KY0478;SPC PA S     -   112,280.      389,910.      MT  (+/- 180 meters Scaled)
 KY0478
 KY0478                          SUPERSEDED SURVEY CONTROL
 KY0478
 KY0478  NGVD 29 (??/??/92)  306.386  (m)         1005.20   (f) ADJ UNCH    2 0
 KY0478
 KY0478.Superseded values are not recommended for survey control.
 KY0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0478.See file dsdata.txt to determine how the superseded data were derived.
 KY0478
 KY0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE660633(NAD 83)
 KY0478_MARKER: DB = BENCH MARK DISK
 KY0478_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0478_SP_SET: BRIDGE
 KY0478_STAMPING: E 110 1957
 KY0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0478
 KY0478  HISTORY     - Date     Condition        Report By
 KY0478  HISTORY     - 1957     MONUMENTED       CGS
 KY0478
 KY0478                          STATION DESCRIPTION
 KY0478
 KY0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0478'5 MI NE FROM HICKORY.
 KY0478'ABOUT 5.05 MILES NORTHEAST AND EAST ALONG STATE HIGHWAY 28
 KY0478'FROM THE POST OFFICE AND BANK BUILDING AT HICKORY, ABOUT 0.2
 KY0478'MILE EAST OF VENICE U.P. CHURCH, ABOUT 0.15 MILE SOUTHEAST OF
 KY0478'A LARGE BRICK SCHOOL BUILDING, 70 YARDS EAST OF JUNCTION OF A
 KY0478'GRAVEL ROAD SOUTH, IN THE TOP OF NORTHEAST END OF SOUTHWEST
 KY0478'WING WALL OF A 10-FOOT CONCRETE BRIDGE, 13 1/2 FEET SOUTH OF
 KY0478'CENTER LINE OF HIGHWAY, 1/3 FOOT SOUTH OF CONCRETE BANISTER
 KY0478'AND ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0550 ***********************************************************************
 KY0550  DESIGNATION -  E 111
 KY0550  PID         -  KY0550
 KY0550  STATE/COUNTY-  PA/WASHINGTON
 KY0550  USGS QUAD   -  AVELLA (1979)
 KY0550
 KY0550                         *CURRENT SURVEY CONTROL
 KY0550  ___________________________________________________________________
 KY0550* NAD 83(1986)-  40 17 15.     (N)    080 27 01.     (W)     SCALED    
 KY0550* NAVD 88     -       287.334  (meters)     942.70   (feet)  ADJUSTED  
 KY0550  ___________________________________________________________________
 KY0550  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 KY0550  DYNAMIC HT  -         287.176 (meters)     942.18  (feet)  COMP
 KY0550  MODELED GRAV-     980,066.0   (mgal)                       NAVD 88
 KY0550
 KY0550  VERT ORDER  -  SECOND    CLASS 0
 KY0550
 KY0550.The horizontal coordinates were scaled from a topographic map and have
 KY0550.an estimated accuracy of +/- 6 seconds.
 KY0550
 KY0550.The orthometric height was determined by differential leveling
 KY0550.and adjusted by the National Geodetic Survey in June 1991..
 KY0550
 KY0550.The geoid height was determined by GEOID03.
 KY0550
 KY0550.The dynamic height is computed by dividing the NAVD 88
 KY0550.geopotential number by the normal gravity value computed on the
 KY0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0550.degrees latitude (g = 980.6199 gals.).
 KY0550
 KY0550.The modeled gravity was interpolated from observed gravity values.
 KY0550
 KY0550;                    North         East    Units  Estimated Accuracy
 KY0550;SPC PA S     -   109,460.      370,430.      MT  (+/- 180 meters Scaled)
 KY0550
 KY0550                          SUPERSEDED SURVEY CONTROL
 KY0550
 KY0550  NGVD 29 (??/??/92)  287.496  (m)          943.23   (f) ADJ UNCH    2 0
 KY0550
 KY0550.Superseded values are not recommended for survey control.
 KY0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0550.See file dsdata.txt to determine how the superseded data were derived.
 KY0550
 KY0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE467598(NAD 83)
 KY0550_MARKER: DB = BENCH MARK DISK
 KY0550_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0550_SP_SET: BRIDGE
 KY0550_STAMPING: E 111 1957
 KY0550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0550
 KY0550  HISTORY     - Date     Condition        Report By
 KY0550  HISTORY     - 1957     MONUMENTED       CGS
 KY0550
 KY0550                          STATION DESCRIPTION
 KY0550
 KY0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0550'1.2 MI NE FROM AVELLA.
 KY0550'ABOUT 1.25 MILES NORTHEAST ALONG A BLACK TOP ROAD LEADING TO
 KY0550'CROSS CREEK FROM THE POST OFFICE AT AVELLA, IN THE TOP OF NORTH
 KY0550'END OF EAST CONCRETE BANISTER OF A 90-FOOT CONCRETE BRIDGE
 KY0550'OVER NORTH FORK OF CROSS CREEK, 12 1/2 FEET EAST OF CENTER LINE
 KY0550'OF ROAD AND 4 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0457 ***********************************************************************
 KY0457  DESIGNATION -  E 112
 KY0457  PID         -  KY0457
 KY0457  STATE/COUNTY-  PA/WASHINGTON
 KY0457  USGS QUAD   -  AVELLA (1979)
 KY0457
 KY0457                         *CURRENT SURVEY CONTROL
 KY0457  ___________________________________________________________________
 KY0457* NAD 83(1986)-  40 16 19.     (N)    080 25 22.     (W)     SCALED    
 KY0457* NAVD 88     -       297.562  (meters)     976.25   (feet)  ADJUSTED  
 KY0457  ___________________________________________________________________
 KY0457  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KY0457  DYNAMIC HT  -         297.395 (meters)     975.70  (feet)  COMP
 KY0457  MODELED GRAV-     980,059.5   (mgal)                       NAVD 88
 KY0457
 KY0457  VERT ORDER  -  SECOND    CLASS 0
 KY0457
 KY0457.The horizontal coordinates were scaled from a topographic map and have
 KY0457.an estimated accuracy of +/- 6 seconds.
 KY0457
 KY0457.The orthometric height was determined by differential leveling
 KY0457.and adjusted by the National Geodetic Survey in June 1991..
 KY0457
 KY0457.The geoid height was determined by GEOID03.
 KY0457
 KY0457.The dynamic height is computed by dividing the NAVD 88
 KY0457.geopotential number by the normal gravity value computed on the
 KY0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0457.degrees latitude (g = 980.6199 gals.).
 KY0457
 KY0457.The modeled gravity was interpolated from observed gravity values.
 KY0457
 KY0457;                    North         East    Units  Estimated Accuracy
 KY0457;SPC PA S     -   107,660.      372,710.      MT  (+/- 180 meters Scaled)
 KY0457
 KY0457                          SUPERSEDED SURVEY CONTROL
 KY0457
 KY0457  NGVD 29 (??/??/92)  297.713  (m)          976.75   (f) ADJ UNCH    2 0
 KY0457
 KY0457.Superseded values are not recommended for survey control.
 KY0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0457.See file dsdata.txt to determine how the superseded data were derived.
 KY0457
 KY0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE490581(NAD 83)
 KY0457_MARKER: DD = SURVEY DISK
 KY0457_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0457_SP_SET: BRIDGE
 KY0457_STAMPING: E 112 1957
 KY0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0457
 KY0457  HISTORY     - Date     Condition        Report By
 KY0457  HISTORY     - 1957     MONUMENTED       PADT
 KY0457  HISTORY     - 1957     GOOD             NGS
 KY0457
 KY0457                          STATION DESCRIPTION
 KY0457
 KY0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0457'2.5 MI E FROM AVELLA.
 KY0457'ABOUT 2.5 MILES EAST ALONG STATE HIGHWAY 28 FROM THE LINCOLN
 KY0457'NATIONAL BANK BUILDING AT AVELLA, ABOUT 1.45 MILES WEST OF
 KY0457'NORTH-SOUTH CROSSROAD AT REA, 14 FEET NORTH OF CENTER LINE
 KY0457'OF HIGHWAY, 37 FEET EAST OF CENTER LINE OF A GRAVEL ROAD NORTH,
 KY0457'IN THE TOP OF SOUTHWEST END OF NORTHEAST WING WALL OF AN ARCHED
 KY0457'8-FOOT CONCRETE BRIDGE OVER A CREEK BRANCH, 1/4 FOOT NORTH OF
 KY0457'CONCRETE BANISTER AND 1 FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0526 ***********************************************************************
 KY0526  DESIGNATION -  E 113
 KY0526  PID         -  KY0526
 KY0526  STATE/COUNTY-  PA/WASHINGTON
 KY0526  USGS QUAD   -  WEST MIDDLETOWN (1977)
 KY0526
 KY0526                         *CURRENT SURVEY CONTROL
 KY0526  ___________________________________________________________________
 KY0526* NAD 83(1986)-  40 11 02.     (N)    080 29 24.     (W)     SCALED    
 KY0526* NAVD 88     -       260.654  (meters)     855.16   (feet)  ADJUSTED  
 KY0526  ___________________________________________________________________
 KY0526  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KY0526  DYNAMIC HT  -         260.508 (meters)     854.68  (feet)  COMP
 KY0526  MODELED GRAV-     980,059.4   (mgal)                       NAVD 88
 KY0526
 KY0526  VERT ORDER  -  SECOND    CLASS 0
 KY0526
 KY0526.The horizontal coordinates were scaled from a topographic map and have
 KY0526.an estimated accuracy of +/- 6 seconds.
 KY0526
 KY0526.The orthometric height was determined by differential leveling
 KY0526.and adjusted by the National Geodetic Survey in June 1991..
 KY0526
 KY0526.The geoid height was determined by GEOID03.
 KY0526
 KY0526.The dynamic height is computed by dividing the NAVD 88
 KY0526.geopotential number by the normal gravity value computed on the
 KY0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0526.degrees latitude (g = 980.6199 gals.).
 KY0526
 KY0526.The modeled gravity was interpolated from observed gravity values.
 KY0526
 KY0526;                    North         East    Units  Estimated Accuracy
 KY0526;SPC PA S     -    98,060.      366,690.      MT  (+/- 180 meters Scaled)
 KY0526
 KY0526                          SUPERSEDED SURVEY CONTROL
 KY0526
 KY0526  NGVD 29 (??/??/92)  260.809  (m)          855.67   (f) ADJ UNCH    2 0
 KY0526
 KY0526.Superseded values are not recommended for survey control.
 KY0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0526.See file dsdata.txt to determine how the superseded data were derived.
 KY0526
 KY0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE434482(NAD 83)
 KY0526_MARKER: DB = BENCH MARK DISK
 KY0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0526_STAMPING: E 113 1957
 KY0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0526+STABILITY: SURFACE MOTION
 KY0526
 KY0526  HISTORY     - Date     Condition        Report By
 KY0526  HISTORY     - 1957     MONUMENTED       CGS
 KY0526
 KY0526                          STATION DESCRIPTION
 KY0526
 KY0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0526'3 MI W FROM ACHESON.
 KY0526'ABOUT 3.05 MILES WEST ALONG STATE HIGHWAY 331 FROM THE JUNCTION
 KY0526'OF STATE HIGHWAY 231 LEADING SOUTH AT ACHESON, ABOUT 0.4 MILE
 KY0526'SOUTHEAST OF JUNCTION OF A BLACK TOP ROAD LEADING NORTHEAST TO
 KY0526'AVELLA, 0.15 MILE WEST OF A STEEL BRIDGE OVER BUFFALO CREEK, 18
 KY0526'FEET SOUTH-SOUTHWEST OF CENTER LINE OF HIGHWAY AND ON THE OUTSIDE
 KY0526'OF A CURVE, 15 FEET SOUTHEAST OF CENTER LINE OF A TRAIL
 KY0526'SOUTHWEST, 4 FEET SOUTHEAST OF TELEPHONE POLE NO. 62-37, 55 FEET
 KY0526'WEST OF SOUTH END OF A 15-INCH PIPE CULVERT UNDER HIGHWAY AND THE
 KY0526'BOTTOM OF GRADES, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY AND SET
 KY0526'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0340 ***********************************************************************
 KY0340  DESIGNATION -  E 114
 KY0340  PID         -  KY0340
 KY0340  STATE/COUNTY-  PA/WASHINGTON
 KY0340  USGS QUAD   -  WASHINGTON WEST (1969)
 KY0340
 KY0340                         *CURRENT SURVEY CONTROL
 KY0340  ___________________________________________________________________
 KY0340* NAD 83(1986)-  40 10 15.     (N)    080 15 13.     (W)     SCALED    
 KY0340* NAVD 88     -       314.459  (meters)    1031.69   (feet)  ADJUSTED  
 KY0340  ___________________________________________________________________
 KY0340  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 KY0340  DYNAMIC HT  -         314.282 (meters)    1031.11  (feet)  COMP
 KY0340  MODELED GRAV-     980,054.6   (mgal)                       NAVD 88
 KY0340
 KY0340  VERT ORDER  -  SECOND    CLASS 0
 KY0340
 KY0340.The horizontal coordinates were scaled from a topographic map and have
 KY0340.an estimated accuracy of +/- 6 seconds.
 KY0340
 KY0340.The orthometric height was determined by differential leveling
 KY0340.and adjusted by the National Geodetic Survey in June 1991..
 KY0340
 KY0340.The geoid height was determined by GEOID03.
 KY0340
 KY0340.The dynamic height is computed by dividing the NAVD 88
 KY0340.geopotential number by the normal gravity value computed on the
 KY0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0340.degrees latitude (g = 980.6199 gals.).
 KY0340
 KY0340.The modeled gravity was interpolated from observed gravity values.
 KY0340
 KY0340;                    North         East    Units  Estimated Accuracy
 KY0340;SPC PA S     -    96,010.      386,780.      MT  (+/- 180 meters Scaled)
 KY0340
 KY0340                          SUPERSEDED SURVEY CONTROL
 KY0340
 KY0340  NGVD 29 (??/??/92)  314.592  (m)         1032.12   (f) ADJ UNCH    2 0
 KY0340
 KY0340.Superseded values are not recommended for survey control.
 KY0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0340.See file dsdata.txt to determine how the superseded data were derived.
 KY0340
 KY0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE635469(NAD 83)
 KY0340_MARKER: DB = BENCH MARK DISK
 KY0340_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0340_SP_SET: FOUNDATION
 KY0340_STAMPING: E 114 1957
 KY0340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0340
 KY0340  HISTORY     - Date     Condition        Report By
 KY0340  HISTORY     - 1957     MONUMENTED       CGS
 KY0340  HISTORY     - 1960     GOOD             NGS
 KY0340
 KY0340                          STATION DESCRIPTION
 KY0340
 KY0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0340'AT WASHINGTON.
 KY0340'AT WASHINGTON, ALONG THE PENNSYLVANIA RAILROAD, NEAR THE
 KY0340'INTERSECTION OF CHESTNUT AND WASHINGTON STREET, AT THE PENNSYLVANIA
 KY0340'RAILROAD FREIGHT OFFICE BUILDING, ON TOP OF THE STONE FOUNDATION
 KY0340'OF THE ONE-STORY RED BRICK BUILDING, 21 1/2 FEET WEST OF THE
 KY0340'CENTER LINE OF WASHINGTON STREET, 74 1/2 FEET EAST OF THE EAST RAIL
 KY0340'OF THE MAIN TRACK, 2.2 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 KY0340'BUILDING, 0.3 FOOT EAST OF THE EAST WALL OF THE BUILDING AND 1 1/2
 KY0340'FEET ABOVE THE BRICK SIDEWALK.
 KY0340
 KY0340                          STATION RECOVERY (1960)
 KY0340
 KY0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KY0340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0430 ***********************************************************************
 KY0430  DESIGNATION -  E 115
 KY0430  PID         -  KY0430
 KY0430  STATE/COUNTY-  PA/WASHINGTON
 KY0430  USGS QUAD   -  WEST MIDDLETOWN (1977)
 KY0430
 KY0430                         *CURRENT SURVEY CONTROL
 KY0430  ___________________________________________________________________
 KY0430* NAD 83(1986)-  40 07 57.     (N)    080 22 42.     (W)     SCALED    
 KY0430* NAVD 88     -       340.116  (meters)    1115.86   (feet)  ADJUSTED  
 KY0430  ___________________________________________________________________
 KY0430  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KY0430  DYNAMIC HT  -         339.921 (meters)    1115.22  (feet)  COMP
 KY0430  MODELED GRAV-     980,044.0   (mgal)                       NAVD 88
 KY0430
 KY0430  VERT ORDER  -  SECOND    CLASS 0
 KY0430
 KY0430.The horizontal coordinates were scaled from a topographic map and have
 KY0430.an estimated accuracy of +/- 6 seconds.
 KY0430
 KY0430.The orthometric height was determined by differential leveling
 KY0430.and adjusted by the National Geodetic Survey in June 1991..
 KY0430
 KY0430.The geoid height was determined by GEOID03.
 KY0430
 KY0430.The dynamic height is computed by dividing the NAVD 88
 KY0430.geopotential number by the normal gravity value computed on the
 KY0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0430.degrees latitude (g = 980.6199 gals.).
 KY0430
 KY0430.The modeled gravity was interpolated from observed gravity values.
 KY0430
 KY0430;                    North         East    Units  Estimated Accuracy
 KY0430;SPC PA S     -    92,070.      376,030.      MT  (+/- 180 meters Scaled)
 KY0430
 KY0430                          SUPERSEDED SURVEY CONTROL
 KY0430
 KY0430  NGVD 29 (??/??/92)  340.261  (m)         1116.34   (f) ADJ UNCH    2 0
 KY0430
 KY0430.Superseded values are not recommended for survey control.
 KY0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0430.See file dsdata.txt to determine how the superseded data were derived.
 KY0430
 KY0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE529426(NAD 83)
 KY0430_MARKER: DB = BENCH MARK DISK
 KY0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0430_STAMPING: E 115 1935
 KY0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0430+STABILITY: SURFACE MOTION
 KY0430
 KY0430  HISTORY     - Date     Condition        Report By
 KY0430  HISTORY     - 1935     MONUMENTED       CGS
 KY0430  HISTORY     - 1960     GOOD             NGS
 KY0430
 KY0430                          STATION DESCRIPTION
 KY0430
 KY0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0430'1.3 MI SW FROM TAYLORSTOWN.
 KY0430'1.3 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY0430'FROM THE STATION AT TAYLORSTOWN, 102 FEET NORTHWEST OF POLE
 KY0430'44+15, AT THE SOUTH END OF A DEEP CUT LEADING TO A TUNNEL, AND
 KY0430'30 FEET WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 KY0430'STAMPED E 115 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0334 ***********************************************************************
 KY0334  DESIGNATION -  E 116
 KY0334  PID         -  KY0334
 KY0334  STATE/COUNTY-  PA/WASHINGTON
 KY0334  USGS QUAD   -  AMITY (1977)
 KY0334
 KY0334                         *CURRENT SURVEY CONTROL
 KY0334  ___________________________________________________________________
 KY0334* NAD 83(1986)-  40 04 29.     (N)    080 13 35.     (W)     SCALED    
 KY0334* NAVD 88     -       306.379  (meters)    1005.18   (feet)  ADJUSTED  
 KY0334  ___________________________________________________________________
 KY0334  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KY0334  DYNAMIC HT  -         306.207 (meters)    1004.61  (feet)  COMP
 KY0334  MODELED GRAV-     980,058.9   (mgal)                       NAVD 88
 KY0334
 KY0334  VERT ORDER  -  SECOND    CLASS 0
 KY0334
 KY0334.The horizontal coordinates were scaled from a topographic map and have
 KY0334.an estimated accuracy of +/- 6 seconds.
 KY0334
 KY0334.The orthometric height was determined by differential leveling
 KY0334.and adjusted by the National Geodetic Survey in June 1991..
 KY0334
 KY0334.The geoid height was determined by GEOID03.
 KY0334
 KY0334.The dynamic height is computed by dividing the NAVD 88
 KY0334.geopotential number by the normal gravity value computed on the
 KY0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0334.degrees latitude (g = 980.6199 gals.).
 KY0334
 KY0334.The modeled gravity was interpolated from observed gravity values.
 KY0334
 KY0334;                    North         East    Units  Estimated Accuracy
 KY0334;SPC PA S     -    85,280.      388,790.      MT  (+/- 180 meters Scaled)
 KY0334
 KY0334                          SUPERSEDED SURVEY CONTROL
 KY0334
 KY0334  NGVD 29 (??/??/92)  306.519  (m)         1005.64   (f) ADJ UNCH    2 0
 KY0334
 KY0334.Superseded values are not recommended for survey control.
 KY0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0334.See file dsdata.txt to determine how the superseded data were derived.
 KY0334
 KY0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE659363(NAD 83)
 KY0334_MARKER: DB = BENCH MARK DISK
 KY0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0334_STAMPING: E 116 1935
 KY0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0334+STABILITY: SURFACE MOTION
 KY0334
 KY0334  HISTORY     - Date     Condition        Report By
 KY0334  HISTORY     - 1935     MONUMENTED       CGS
 KY0334  HISTORY     - 1957     GOOD             NGS
 KY0334
 KY0334                          STATION DESCRIPTION
 KY0334
 KY0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0334'0.3 MI SE FROM BANETOWN.
 KY0334'ABOUT 0.3 MILE SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KY0334'UNION SUNDAY SCHOOL AT BANETOWN, AT BAKER, 69 YARDS NORTH OF CENTER
 KY0334'OF CROSSING OF A SOUTHWEST-NORTHEAST BLACK TOP ROAD, 17 FEET EAST
 KY0334'OF EAST RAIL, 55 1/2 FEET WEST OF CENTER LINE OF BLACK TOP ROAD,
 KY0334'88 FEET WEST-SOUTHWEST AND ACROSS BLACK TOP ROAD FROM THE
 KY0334'SOUTHWEST CORNER OF SOUTHEAST WING WALL OF A 12-FOOT CONCRETE AND
 KY0334'STEEL ROAD BRIDGE OVER BANE CREEK, 21 FEET NORTHEAST OF CENTER OF
 KY0334'CROSSING OF A PASTURE ROAD LEADING WEST, 1 1/2 FEET SOUTH OF A
 KY0334'CONCRETE WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP
 KY0334'OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0534 ***********************************************************************
 KX0534  DESIGNATION -  E 117
 KX0534  PID         -  KX0534
 KX0534  STATE/COUNTY-  PA/SOMERSET
 KX0534  USGS QUAD   -  JOHNSTOWN (1981)
 KX0534
 KX0534                         *CURRENT SURVEY CONTROL
 KX0534  ___________________________________________________________________
 KX0534* NAD 83(1986)-  40 15 23.     (N)    078 53 29.     (W)     SCALED    
 KX0534* NAVD 88     -       390.931  (meters)    1282.58   (feet)  ADJUSTED  
 KX0534  ___________________________________________________________________
 KX0534  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KX0534  DYNAMIC HT  -         390.712 (meters)    1281.86  (feet)  COMP
 KX0534  MODELED GRAV-     980,054.4   (mgal)                       NAVD 88
 KX0534
 KX0534  VERT ORDER  -  SECOND    CLASS 0
 KX0534
 KX0534.The horizontal coordinates were scaled from a topographic map and have
 KX0534.an estimated accuracy of +/- 6 seconds.
 KX0534
 KX0534.The orthometric height was determined by differential leveling
 KX0534.and adjusted by the National Geodetic Survey in June 1991..
 KX0534
 KX0534.The geoid height was determined by GEOID03.
 KX0534
 KX0534.The dynamic height is computed by dividing the NAVD 88
 KX0534.geopotential number by the normal gravity value computed on the
 KX0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0534.degrees latitude (g = 980.6199 gals.).
 KX0534
 KX0534.The modeled gravity was interpolated from observed gravity values.
 KX0534
 KX0534;                    North         East    Units  Estimated Accuracy
 KX0534;SPC PA S     -   103,120.      502,900.      MT  (+/- 180 meters Scaled)
 KX0534
 KX0534                          SUPERSEDED SURVEY CONTROL
 KX0534
 KX0534  NGVD 29 (??/??/92)  391.10   (m)         1283.1    (f) COMPUTED    2 0
 KX0534
 KX0534.Superseded values are not recommended for survey control.
 KX0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0534.See file dsdata.txt to determine how the superseded data were derived.
 KX0534
 KX0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE793583(NAD 83)
 KX0534_MARKER: DB = BENCH MARK DISK
 KX0534_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0534_SP_SET: TELEPHONE BOOTH
 KX0534_STAMPING: E 117 1935
 KX0534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0534
 KX0534  HISTORY     - Date     Condition        Report By
 KX0534  HISTORY     - 1935     MONUMENTED       CGS
 KX0534
 KX0534                          STATION DESCRIPTION
 KX0534
 KX0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX0534'6.5 MI N FROM HOLSOPPLE.
 KX0534'ABOUT 6.5 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KX0534'THE STATION AT HOLSOPPLE, SOMERSET COUNTY, ABOUT 213 YARDS EAST
 KX0534'OF THE WALSALL STATION SIGNBOARD, THE V OF A SIDING AND A
 KX0534'TELEPHONE BOOTH, 30 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 KX0534'AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 KX0534'E 117 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JX0041 ***********************************************************************
 JX0041  DESIGNATION -  E 119
 JX0041  PID         -  JX0041
 JX0041  STATE/COUNTY-  PA/GREENE
 JX0041  USGS QUAD   -  GARARDS FORT (1979)
 JX0041
 JX0041                         *CURRENT SURVEY CONTROL
 JX0041  ___________________________________________________________________
 JX0041* NAD 83(1986)-  39 47 39.     (N)    080 06 50.     (W)     SCALED    
 JX0041* NAVD 88     -       317.889  (meters)    1042.94   (feet)  ADJUSTED  
 JX0041  ___________________________________________________________________
 JX0041  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JX0041  DYNAMIC HT  -         317.706 (meters)    1042.34  (feet)  COMP
 JX0041  MODELED GRAV-     980,041.3   (mgal)                       NAVD 88
 JX0041
 JX0041  VERT ORDER  -  SECOND    CLASS 0
 JX0041
 JX0041.The horizontal coordinates were scaled from a topographic map and have
 JX0041.an estimated accuracy of +/- 6 seconds.
 JX0041
 JX0041.The orthometric height was determined by differential leveling
 JX0041.and adjusted by the National Geodetic Survey in June 1991..
 JX0041
 JX0041.The geoid height was determined by GEOID03.
 JX0041
 JX0041.The dynamic height is computed by dividing the NAVD 88
 JX0041.geopotential number by the normal gravity value computed on the
 JX0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0041.degrees latitude (g = 980.6199 gals.).
 JX0041
 JX0041.The modeled gravity was interpolated from observed gravity values.
 JX0041
 JX0041;                    North         East    Units  Estimated Accuracy
 JX0041;SPC PA S     -    53,880.      397,550.      MT  (+/- 180 meters Scaled)
 JX0041
 JX0041                          SUPERSEDED SURVEY CONTROL
 JX0041
 JX0041  NGVD 29 (??/??/92)  318.020  (m)         1043.37   (f) ADJ UNCH    2 0
 JX0041
 JX0041.Superseded values are not recommended for survey control.
 JX0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0041.See file dsdata.txt to determine how the superseded data were derived.
 JX0041
 JX0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE758052(NAD 83)
 JX0041_MARKER: DB = BENCH MARK DISK
 JX0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0041_STAMPING: E 119 1935
 JX0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0041+STABILITY: SURFACE MOTION
 JX0041
 JX0041  HISTORY     - Date     Condition        Report By
 JX0041  HISTORY     - 1935     MONUMENTED       CGS
 JX0041
 JX0041                          STATION DESCRIPTION
 JX0041
 JX0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0041'5.1 MI NW FROM MOUNT MORRIS.
 JX0041'5.1 MILES NORTHWEST ALONG U.S. HIGHWAY 19 FROM THE DUNKARD CREEK
 JX0041'BRIDGE AT MOUNT MORRIS, GREENE COUNTY, 63 FEET NORTHWEST OF THE
 JX0041'NORTH END OF A LARGE CONCRETE CULVERT, 25 FEET SOUTHWEST OF THE
 JX0041'CENTERLINE OF THE HIGHWAY, AND 4 FEET NORTHWEST OF A TELEPHONE
 JX0041'POLE.  A STANDARD DISK, STAMPED E 119 1935 AND SET IN THE TOP
 JX0041'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1489 ***********************************************************************
 KV1489  DESIGNATION -  E 12
 KV1489  PID         -  KV1489
 KV1489  STATE/COUNTY-  PA/LEHIGH
 KV1489  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV1489
 KV1489                         *CURRENT SURVEY CONTROL
 KV1489  ___________________________________________________________________
 KV1489* NAD 83(1986)-  40 35 57.     (N)    075 27 39.     (W)     SCALED    
 KV1489* NAVD 88     -        79.066  (meters)     259.40   (feet)  ADJUSTED  
 KV1489  ___________________________________________________________________
 KV1489  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 KV1489  DYNAMIC HT  -          79.027 (meters)     259.27  (feet)  COMP
 KV1489  MODELED GRAV-     980,138.1   (mgal)                       NAVD 88
 KV1489
 KV1489  VERT ORDER  -  FIRST     CLASS II
 KV1489
 KV1489.The horizontal coordinates were scaled from a topographic map and have
 KV1489.an estimated accuracy of +/- 6 seconds.
 KV1489
 KV1489.The orthometric height was determined by differential leveling
 KV1489.and adjusted by the National Geodetic Survey in June 1991..
 KV1489
 KV1489.The geoid height was determined by GEOID03.
 KV1489
 KV1489.The dynamic height is computed by dividing the NAVD 88
 KV1489.geopotential number by the normal gravity value computed on the
 KV1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1489.degrees latitude (g = 980.6199 gals.).
 KV1489
 KV1489.The modeled gravity was interpolated from observed gravity values.
 KV1489
 KV1489;                    North         East    Units  Estimated Accuracy
 KV1489;SPC PA S     -   143,060.      793,730.      MT  (+/- 180 meters Scaled)
 KV1489
 KV1489                          SUPERSEDED SURVEY CONTROL
 KV1489
 KV1489  NGVD 29 (??/??/??)   79.283  (m)          260.11   (f) ADJUSTED    1 2
 KV1489
 KV1489.Superseded values are not recommended for survey control.
 KV1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1489.See file dsdata.txt to determine how the superseded data were derived.
 KV1489
 KV1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK610943(NAD 83)
 KV1489_MARKER: DB = BENCH MARK DISK
 KV1489_SETTING: 66 = SET IN ROCK OUTCROP
 KV1489_SP_SET: ROCK CUT
 KV1489_STAMPING: 260.114 E 12 1932
 KV1489_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV1489+STABILITY: POSITION/ELEVATION WELL
 KV1489
 KV1489  HISTORY     - Date     Condition        Report By
 KV1489  HISTORY     - 1932     MONUMENTED       CGS
 KV1489  HISTORY     - 1960     GOOD             CGS
 KV1489  HISTORY     - 1979     GOOD             NGS
 KV1489  HISTORY     - 1987     POOR             LOCSUR
 KV1489
 KV1489                          STATION DESCRIPTION
 KV1489
 KV1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1489'AT ALLENTOWN.
 KV1489'AT ALLENTOWN, LEHIGH COUNTY, ON THE READING CO. RAILROAD, 0.3
 KV1489'MILE SOUTH OF THE STATION, 125 YARDS SOUTH OF BRIDGE 0/90,
 KV1489'100 FEET SOUTH OF THE JUNCTION OF THE CENTRAL RAILROAD OF NEW
 KV1489'JERSEY, ON THE WEST SIDE OF THE TRACK, IN THE FACE OF A ROCK CUT,
 KV1489'AND ABOUT 3 FEET ABOVE THE TOP OF THE RAIL.  A STANDARD DISK,
 KV1489'STAMPED 260.114 E 12 1932 AND SET VERTICALLY.
 KV1489
 KV1489                          STATION RECOVERY (1960)
 KV1489
 KV1489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KV1489'RECOVERED IN GOOD CONDITION.
 KV1489
 KV1489                          STATION RECOVERY (1979)
 KV1489
 KV1489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV1489'RECOVERED IN GOOD CONDITION.
 KV1489
 KV1489                          STATION RECOVERY (1987)
 KV1489
 KV1489'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (CT)
 KV1489'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0915 ***********************************************************************
 JW0915  DESIGNATION -  E 121
 JW0915  PID         -  JW0915
 JW0915  STATE/COUNTY-  PA/FAYETTE
 JW0915  USGS QUAD   -  UNIONTOWN (1977)
 JW0915
 JW0915                         *CURRENT SURVEY CONTROL
 JW0915  ___________________________________________________________________
 JW0915* NAD 83(1986)-  39 57 03.     (N)    079 44 03.     (W)     SCALED    
 JW0915* NAVD 88     -       282.856  (meters)     928.00   (feet)  POSTED    
 JW0915  ___________________________________________________________________
 JW0915  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 JW0915  DYNAMIC HT  -         282.700 (meters)     927.49  (feet)  COMP
 JW0915  MODELED GRAV-     980,051.7   (mgal)                       NAVD 88
 JW0915
 JW0915  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JW0915
 JW0915.The horizontal coordinates were scaled from a topographic map and have
 JW0915.an estimated accuracy of +/- 6 seconds.
 JW0915
 JW0915.The orthometric height was determined by differential leveling
 JW0915.and adjusted by the National Geodetic Survey in 1992..
 JW0915.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JW0915.rate of 4.1 thru 8.0 mm/km.
 JW0915
 JW0915.The geoid height was determined by GEOID03.
 JW0915
 JW0915.The dynamic height is computed by dividing the NAVD 88
 JW0915.geopotential number by the normal gravity value computed on the
 JW0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0915.degrees latitude (g = 980.6199 gals.).
 JW0915
 JW0915.The modeled gravity was interpolated from observed gravity values.
 JW0915
 JW0915;                    North         East    Units  Estimated Accuracy
 JW0915;SPC PA S     -    70,470.      430,460.      MT  (+/- 180 meters Scaled)
 JW0915
 JW0915                          SUPERSEDED SURVEY CONTROL
 JW0915
 JW0915  NGVD 29 (??/??/92)  282.972  (m)          928.38   (f) ADJ UNCH    1 2
 JW0915
 JW0915.Superseded values are not recommended for survey control.
 JW0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0915.See file dsdata.txt to determine how the superseded data were derived.
 JW0915
 JW0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE081230(NAD 83)
 JW0915_MARKER: DB = BENCH MARK DISK
 JW0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0915_STAMPING: E 121 1935
 JW0915_MARK LOGO: CGS   
 JW0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0915+STABILITY: SURFACE MOTION
 JW0915
 JW0915  HISTORY     - Date     Condition        Report By
 JW0915  HISTORY     - 1935     MONUMENTED       CGS
 JW0915  HISTORY     - 1974     GOOD             BAKER
 JW0915  HISTORY     - 1983     GOOD             NGS
 JW0915
 JW0915                          STATION DESCRIPTION
 JW0915
 JW0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0915'1.6 MI SE FROM UNIONTOWN.
 JW0915'1.6 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JW0915'STATION AT UPPER MIDDLETOWN, ABOUT 5 MILES NORTH OF UNIONTOWN,
 JW0915'0.1 MILE SOUTHEAST OF MILEPOST 65, 53 FEET NORTHEAST OF THE
 JW0915'MAIN TRACK, AND 40 FEET SOUTH OF THE CENTERLINE OF A BLACK-TOPPED
 JW0915'ROAD WHICH CROSSES THE TRACK.  A STANDARD DISK, STAMPED E 121
 JW0915'1935 AND SET IN THE TOP OF A CONCRETE POST.
 JW0915
 JW0915                          STATION RECOVERY (1974)
 JW0915
 JW0915'RECOVERY NOTE BY M BAKER JR INCORPORATED 1974
 JW0915'RECOVERED IN GOOD CONDITION.
 JW0915
 JW0915                          STATION RECOVERY (1983)
 JW0915
 JW0915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0915'RECOVERED IN GOOD CONDITION, NOT LEVELED TO IN 1983 DUE TO THE ROUTE
 JW0915'OF THE NEW LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0417 ***********************************************************************
 KX0417  DESIGNATION -  E 122
 KX0417  PID         -  KX0417
 KX0417  STATE/COUNTY-  PA/CAMBRIA
 KX0417  USGS QUAD   -  CRESSON (1984)
 KX0417
 KX0417                         *CURRENT SURVEY CONTROL
 KX0417  ___________________________________________________________________
 KX0417* NAD 83(1996)-  40 27 34.58320(N)    078 35 37.29727(W)     ADJUSTED  
 KX0417* NAVD 88     -       618.692  (meters)    2029.83   (feet)  ADJUSTED  
 KX0417  ___________________________________________________________________
 KX0417  X           -     961,177.211 (meters)                     COMP
 KX0417  Y           -  -4,764,201.372 (meters)                     COMP
 KX0417  Z           -   4,117,328.539 (meters)                     COMP
 KX0417  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 KX0417  ELLIP HEIGHT-         586.28  (meters)          (05/17/02) GPS OBS
 KX0417  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KX0417  DYNAMIC HT  -         618.340 (meters)    2028.67  (feet)  COMP
 KX0417  MODELED GRAV-     980,035.6   (mgal)                       NAVD 88
 KX0417
 KX0417  HORZ ORDER  -  FIRST
 KX0417  VERT ORDER  -  FIRST     CLASS I
 KX0417  ELLP ORDER  -  THIRD     CLASS I
 KX0417
 KX0417.The horizontal coordinates were established by GPS observations
 KX0417.and adjusted by the National Geodetic Survey in May 2002..
 KX0417
 KX0417.The orthometric height was determined by differential leveling
 KX0417.and adjusted by the National Geodetic Survey in June 1991..
 KX0417.WARNING-Repeat measurements at this control monument indicate possible
 KX0417.vertical movement.
 KX0417
 KX0417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KX0417
 KX0417.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX0417
 KX0417.The ellipsoidal height was determined by GPS observations
 KX0417.and is referenced to NAD 83.
 KX0417
 KX0417.The geoid height was determined by GEOID03.
 KX0417
 KX0417.The dynamic height is computed by dividing the NAVD 88
 KX0417.geopotential number by the normal gravity value computed on the
 KX0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0417.degrees latitude (g = 980.6199 gals.).
 KX0417
 KX0417.The modeled gravity was interpolated from observed gravity values.
 KX0417
 KX0417;                    North         East     Units Scale Factor Converg.
 KX0417;SPC PA S     -   125,397.641   528,443.081   MT  0.99995951   -0 32 50.6
 KX0417;SPC PA S     -   411,408.76  1,733,733.67   sFT  0.99995951   -0 32 50.6
 KX0417;UTM  17      - 4,481,552.135   704,027.445   MT  1.00011243   +1 33 43.3
 KX0417
 KX0417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX0417!SPC PA S     -   0.99990804  x   0.99995951  =   0.99986755
 KX0417!UTM  17      -   0.99990804  x   1.00011243  =   1.00002046
 KX0417
 KX0417                          SUPERSEDED SURVEY CONTROL
 KX0417
 KX0417  NAD 83(1992)-  40 27 34.58813(N)    078 35 37.30290(W) AD(       ) 1
 KX0417  ELLIP H (06/21/02)  586.40   (m)                       GP(       ) 4 1
 KX0417  ELLIP H (01/27/92)  586.33   (m)                       GP(       ) 4 1
 KX0417  NAD 83(1986)-  40 27 34.59420(N)    078 35 37.30634(W) AD(       ) 3
 KX0417  NAVD 88 (05/17/02)  618.69   (m)         2029.8    (f) LEVELING    3  
 KX0417  NGVD 29 (??/??/92)  618.821  (m)         2030.25   (f) ADJ UNCH    1 1
 KX0417
 KX0417.Superseded values are not recommended for survey control.
 KX0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0417.See file dsdata.txt to determine how the superseded data were derived.
 KX0417
 KX0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE0402781552(NAD 83)
 KX0417_MARKER: DB = BENCH MARK DISK
 KX0417_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0417_SP_SET: RAILROAD ADBUTMENT
 KX0417_STAMPING: E 122 1941
 KX0417_MARK LOGO: CGS   
 KX0417_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX0417+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2001
 KX0417
 KX0417  HISTORY     - Date     Condition        Report By
 KX0417  HISTORY     - 1941     MONUMENTED       CGS
 KX0417  HISTORY     - 1966     GOOD             NGS
 KX0417  HISTORY     - 1967     GOOD             NGS
 KX0417  HISTORY     - 19880913 GOOD             NGS
 KX0417  HISTORY     - 20011107 GOOD             NGS
 KX0417
 KX0417                          STATION DESCRIPTION
 KX0417
 KX0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0417'AT CRESSON.
 KX0417'AT CRESSON, ALONG THE PENNSYLVANIA RAILROAD, SET ON THE TOP
 KX0417'OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF THE RAILROAD
 KX0417'OVERPASS OVER U.S. HIGHWAY 22, 10 FEET SOUTHEAST OF THE SOUTHEAST
 KX0417'RAIL OF THE SOUTHEAST TRACK AND 1/2 FOOT BELOW THE LEVEL OF
 KX0417'THE TRACK.
 KX0417
 KX0417                          STATION RECOVERY (1967)
 KX0417
 KX0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KX0417'RECOVERED IN GOOD CONDITION.
 KX0417
 KX0417                          STATION RECOVERY (1988)
 KX0417
 KX0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KX0417'THE STATION WAS RECOVERED IN GOOD CONDITION, A COMPLETE DESCRIPTION
 KX0417'FOLLOWS.
 KX0417'THE STATION IS LOCATED ABOUT 12.4 KM (7.70 MI) SOUTHEAST OF EBENSBURG,
 KX0417'4.5 KM (2.80 MI) NORTHEAST OF LILLY, AND 0.5 KM (0.30 MI) WEST OF
 KX0417'CRESSON.
 KX0417'OWNERSHIP--STATE OF PENNSYLVANIA.
 KX0417'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 22 BUSINESS AND
 KX0417'STATE HIGHWAY 53 IN CRESSON, GO WEST ON HIGHWAY 22 BUSINESS FOR 0.2 KM
 KX0417'(0.10 MI) TO THE CONRAIL RAILROAD OVERPASS AND THE STATION ON THE
 KX0417'RIGHT, IN THE EAST END OF THE NORTH CONCRETE ABUTMENT OF THE OVERPASS.
 KX0417'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A CONCRETE
 KX0417'ABUTMENT AND IS FLUSH WITH THE ABUTMENT.  LOCATED 6.1 M (20.0 FT)
 KX0417'ABOVE HIGHWAY 22, 3.1 M (10.2 FT) EAST OF THE NEAR RAIL OF THE TRACKS,
 KX0417'0.3 M (1.0 FT) BELOW THE TRACKS, AND 0.3 M (1.0 FT) WEST OF THE EAST
 KX0417'END OF THE ABUTMENT.
 KX0417'DESCRIBED BY E.J. HANSMANN, TYPED BY R.L. ZURFLUH.
 KX0417
 KX0417                          STATION RECOVERY (2001)
 KX0417
 KX0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 KX0417'RECOVERED AS DESCRIBED.
 KX0417'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0471 ***********************************************************************
 KX0471  DESIGNATION -  E 123
 KX0471  PID         -  KX0471
 KX0471  STATE/COUNTY-  PA/CAMBRIA
 KX0471  USGS QUAD   -  JOHNSTOWN (1981)
 KX0471
 KX0471                         *CURRENT SURVEY CONTROL
 KX0471  ___________________________________________________________________
 KX0471* NAD 83(1986)-  40 19 44.     (N)    078 54 46.     (W)     SCALED    
 KX0471* NAVD 88     -       362.550  (meters)    1189.47   (feet)  ADJUSTED  
 KX0471  ___________________________________________________________________
 KX0471  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KX0471  DYNAMIC HT  -         362.357 (meters)    1188.83  (feet)  COMP
 KX0471  MODELED GRAV-     980,081.5   (mgal)                       NAVD 88
 KX0471
 KX0471  VERT ORDER  -  FIRST     CLASS I
 KX0471
 KX0471.The horizontal coordinates were scaled from a topographic map and have
 KX0471.an estimated accuracy of +/- 6 seconds.
 KX0471
 KX0471.The orthometric height was determined by differential leveling
 KX0471.and adjusted by the National Geodetic Survey in June 1991..
 KX0471
 KX0471.The geoid height was determined by GEOID03.
 KX0471
 KX0471.The dynamic height is computed by dividing the NAVD 88
 KX0471.geopotential number by the normal gravity value computed on the
 KX0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0471.degrees latitude (g = 980.6199 gals.).
 KX0471
 KX0471.The modeled gravity was interpolated from observed gravity values.
 KX0471
 KX0471;                    North         East    Units  Estimated Accuracy
 KX0471;SPC PA S     -   111,190.      501,190.      MT  (+/- 180 meters Scaled)
 KX0471
 KX0471                          SUPERSEDED SURVEY CONTROL
 KX0471
 KX0471  NGVD 29 (??/??/92)  362.722  (m)         1190.03   (f) ADJ UNCH    1 1
 KX0471
 KX0471.Superseded values are not recommended for survey control.
 KX0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0471.See file dsdata.txt to determine how the superseded data were derived.
 KX0471
 KX0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE773663(NAD 83)
 KX0471_MARKER: DB = BENCH MARK DISK
 KX0471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0471_SP_SET: RETAINING WALL
 KX0471_STAMPING: E 123 1941
 KX0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0471
 KX0471  HISTORY     - Date     Condition        Report By
 KX0471  HISTORY     - 1941     MONUMENTED       CGS
 KX0471  HISTORY     - 1966     GOOD             NGS
 KX0471
 KX0471                          STATION DESCRIPTION
 KX0471
 KX0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0471'0.4 MI NE FROM JOHNSTOWN.
 KX0471'ABOUT 0.45 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0471'STATION AT JOHNSTOWN, 0.35 MILE EAST OF MILEPOST 275, SET ON THE
 KX0471'TOP OF THE WEST END OF A CONCRETE RETAINING WALL ALONG THE
 KX0471'NORTH SIDE OF THE CONEMAUGH RIVER, 26.4 FEET SOUTH OF AND
 KX0471'ACROSS ONE SIDE TRACK FROM THE SOUTH RAIL OF THE SOUTH MAIN
 KX0471'TRACK, 11.5 FEET SOUTH OF THE SOUTH RAIL OF SIDE TRACK, 2 FEET
 KX0471'EAST OF THE WEST END OF THE WALL AND ABOUT LEVEL WITH THE
 KX0471'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0482 ***********************************************************************
 KX0482  DESIGNATION -  E 124
 KX0482  PID         -  KX0482
 KX0482  STATE/COUNTY-  PA/CAMBRIA
 KX0482  USGS QUAD   -  JOHNSTOWN (1981)
 KX0482
 KX0482                         *CURRENT SURVEY CONTROL
 KX0482  ___________________________________________________________________
 KX0482* NAD 83(1986)-  40 19 15.     (N)    078 54 53.     (W)     SCALED    
 KX0482* NAVD 88     -       357.682  (meters)    1173.49   (feet)  ADJUSTED  
 KX0482  ___________________________________________________________________
 KX0482  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KX0482  DYNAMIC HT  -         357.490 (meters)    1172.87  (feet)  COMP
 KX0482  MODELED GRAV-     980,079.6   (mgal)                       NAVD 88
 KX0482
 KX0482  VERT ORDER  -  FIRST     CLASS I
 KX0482
 KX0482.The horizontal coordinates were scaled from a topographic map and have
 KX0482.an estimated accuracy of +/- 6 seconds.
 KX0482
 KX0482.The orthometric height was determined by differential leveling
 KX0482.and adjusted by the National Geodetic Survey in June 1991..
 KX0482.WARNING-Repeat measurements at this control monument indicate possible
 KX0482.vertical movement.
 KX0482
 KX0482.The geoid height was determined by GEOID03.
 KX0482
 KX0482.The dynamic height is computed by dividing the NAVD 88
 KX0482.geopotential number by the normal gravity value computed on the
 KX0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0482.degrees latitude (g = 980.6199 gals.).
 KX0482
 KX0482.The modeled gravity was interpolated from observed gravity values.
 KX0482
 KX0482;                    North         East    Units  Estimated Accuracy
 KX0482;SPC PA S     -   110,300.      501,010.      MT  (+/- 180 meters Scaled)
 KX0482
 KX0482                          SUPERSEDED SURVEY CONTROL
 KX0482
 KX0482  NGVD 29 (??/??/92)  357.855  (m)         1174.06   (f) ADJ UNCH    1 1
 KX0482
 KX0482.Superseded values are not recommended for survey control.
 KX0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0482.See file dsdata.txt to determine how the superseded data were derived.
 KX0482
 KX0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE771654(NAD 83)
 KX0482_MARKER: DB = BENCH MARK DISK
 KX0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0482_STAMPING: E 124 1941
 KX0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0482+STABILITY: SURFACE MOTION
 KX0482
 KX0482  HISTORY     - Date     Condition        Report By
 KX0482  HISTORY     - 1941     MONUMENTED       CGS
 KX0482  HISTORY     - 1966     GOOD             NGS
 KX0482  HISTORY     - 1973     GOOD             NGS
 KX0482
 KX0482                          STATION DESCRIPTION
 KX0482
 KX0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0482'AT JOHNSTOWN.
 KX0482'AT JOHNSTOWN, ABOUT 0.9 MILE SOUTH ALONG THE BALTIMORE AND
 KX0482'OHIO RAILROAD FROM THE PENNSYLVANIA RAILROAD STATION AT
 KX0482'JOHNSTOWN, NEAR THE ABANDONED B AND O FREIGHT STATION, ABOUT
 KX0482'0.5 MILE SOUTHEAST ALONG MAIN STREET FROM THE CITY HALL, NEAR
 KX0482'THE JUNCTION OF BAUMER AND BEDFORD STREET, 420 FEET SOUTH OF
 KX0482'THE CENTER OF THE JUNCTION OF BAUMER AND BEDFORD STREET, 83.3
 KX0482'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A LOADING PLATFORM,
 KX0482'5.6 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 3.7 FEET
 KX0482'WEST OF THE WEST CURB OF BAUMER STREET, 5 1/2 FEET SOUTHWEST
 KX0482'OF POWER LINE POLE NO. J 7920, ABOUT LEVEL WITH THE STREET
 KX0482'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 KX0482'ABOVE THE LEVEL OF THE GROUND.
 KX0482
 KX0482                          STATION RECOVERY (1973)
 KX0482
 KX0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KX0482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2386 ***********************************************************************
 KX2386  DESIGNATION -  E 125 RESET
 KX2386  PID         -  KX2386
 KX2386  STATE/COUNTY-  PA/WESTMORELAND
 KX2386  USGS QUAD   -  GREENSBURG (1993)
 KX2386
 KX2386                         *CURRENT SURVEY CONTROL
 KX2386  ___________________________________________________________________
 KX2386* NAD 83(1986)-  40 18 17.     (N)    079 32 46.     (W)     SCALED    
 KX2386* NAVD 88     -       334.51   (+/-2cm)    1097.5    (feet)  VERTCON   
 KX2386  ___________________________________________________________________
 KX2386  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KX2386
 KX2386  VERT ORDER  -  THIRD (See Below)
 KX2386
 KX2386.The horizontal coordinates were scaled from a topographic map and have
 KX2386.an estimated accuracy of +/- 6 seconds.
 KX2386
 KX2386.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2386.The vertical order pertains to the NGVD 29 superseded value.
 KX2386
 KX2386.The geoid height was determined by GEOID03.
 KX2386
 KX2386;                    North         East    Units  Estimated Accuracy
 KX2386;SPC PA S     -   109,410.      447,320.      MT  (+/- 180 meters Scaled)
 KX2386
 KX2386                          SUPERSEDED SURVEY CONTROL
 KX2386
 KX2386  NGVD 29 (02/24/03)  334.67   (m)         1098.0    (f) RESET       3  
 KX2386
 KX2386.Superseded values are not recommended for survey control.
 KX2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2386.See file dsdata.txt to determine how the superseded data were derived.
 KX2386
 KX2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE235625(NAD 83)
 KX2386_MARKER: DV = VERTICAL CONTROL DISK
 KX2386_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KX2386+WITH SETTING: PAVEMENT
 KX2386_SP_SET: LIGHTPOLE BASE
 KX2386_STAMPING: E 125 RESET 1984
 KX2386_MARK LOGO: NGS   
 KX2386_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX2386+STABILITY: SURFACE MOTION
 KX2386
 KX2386  HISTORY     - Date     Condition        Report By
 KX2386  HISTORY     - 1984     MONUMENTED       NGS
 KX2386
 KX2386                          STATION DESCRIPTION
 KX2386
 KX2386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KX2386'LOCATED AT THE PENNSYLVANIA RAILROAD STATION IN THE CENTER OF
 KX2386'GREENSBURG, 27.5 FT (8.4 M) NORTH FROM THE MOST NORTH RAIL OF THE
 KX2386'TRACKS, 106 FT (32.3 M) WEST FROM THE NORTHWEST CORNER OF THE NORTH
 KX2386'ABUTMENT OF THE OLD HIGHWAY BRIDGE FOR PENNSYLVANIA AVENUE, 24.1 FT
 KX2386'(7.3 M) EAST-NORTHEAST FROM THE NORTHEAST POST FROM THE NORTH ONE OF
 KX2386'TWO PASSENGER WAITING AREA, 57.5 FT (17.5 M) EAST-NORTHEAST FROM THE
 KX2386'NORTHEAST CORNER OF A SET OF CONCRETE STEPS LEADING DOWN TO A TRACK
 KX2386'CROSSUNDER AND 34 FT (10.4 M) SOUTHEAST FROM A TELEGRAPH POLE, 0.4 M
 KX2386'(1.3 FT) PROJECTING ABOVE PASSENGER WAITING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0542 ***********************************************************************
 JW0542  DESIGNATION -  E 127
 JW0542  PID         -  JW0542
 JW0542  STATE/COUNTY-  PA/SOMERSET
 JW0542  USGS QUAD   -  ROCKWOOD (1981)
 JW0542
 JW0542                         *CURRENT SURVEY CONTROL
 JW0542  ___________________________________________________________________
 JW0542* NAD 83(1986)-  39 54 09.     (N)    079 07 42.     (W)     SCALED    
 JW0542* NAVD 88     -       561.827  (meters)    1843.26   (feet)  ADJUSTED  
 JW0542  ___________________________________________________________________
 JW0542  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 JW0542  DYNAMIC HT  -         561.471 (meters)    1842.09  (feet)  COMP
 JW0542  MODELED GRAV-     979,974.4   (mgal)                       NAVD 88
 JW0542
 JW0542  VERT ORDER  -  FIRST     CLASS II
 JW0542
 JW0542.The horizontal coordinates were scaled from a topographic map and have
 JW0542.an estimated accuracy of +/- 6 seconds.
 JW0542
 JW0542.The orthometric height was determined by differential leveling
 JW0542.and adjusted by the National Geodetic Survey in June 1991..
 JW0542
 JW0542.The geoid height was determined by GEOID03.
 JW0542
 JW0542.The dynamic height is computed by dividing the NAVD 88
 JW0542.geopotential number by the normal gravity value computed on the
 JW0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0542.degrees latitude (g = 980.6199 gals.).
 JW0542
 JW0542.The modeled gravity was interpolated from observed gravity values.
 JW0542
 JW0542;                    North         East    Units  Estimated Accuracy
 JW0542;SPC PA S     -    64,120.      482,140.      MT  (+/- 180 meters Scaled)
 JW0542
 JW0542                          SUPERSEDED SURVEY CONTROL
 JW0542
 JW0542  NGVD 29 (??/??/92)  561.939  (m)         1843.63   (f) ADJ UNCH    1 2
 JW0542
 JW0542.Superseded values are not recommended for survey control.
 JW0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0542.See file dsdata.txt to determine how the superseded data were derived.
 JW0542
 JW0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE599186(NAD 83)
 JW0542_MARKER: DB = BENCH MARK DISK
 JW0542_SETTING: 80 = SET IN A BOULDER
 JW0542_SP_SET: BOULDER
 JW0542_STAMPING: E 127 1941
 JW0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0542+STABILITY: SURFACE MOTION
 JW0542
 JW0542  HISTORY     - Date     Condition        Report By
 JW0542  HISTORY     - 1941     MONUMENTED       CGS
 JW0542
 JW0542                          STATION DESCRIPTION
 JW0542
 JW0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0542'1.6 MI SE FROM ROCKWOOD.
 JW0542'1.6 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0542'STATION AT ROCKWOOD, SOMERSET COUNTY, 51 RAILS SOUTHEAST OF SIGNAL
 JW0542'TOWER W 225.26, NEAR THE SOUTHEAST END OF A LONG CURVE, 94 FEET
 JW0542'SOUTHEAST OF THE NORTHEAST END OF A WOODEN CULVERT UNDER THE
 JW0542'TRACK, 12 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE WEST BOUND
 JW0542'TRACK, IN THE TOP OF A LARGE BOULDER, AND LEVEL WITH THE TRACK.
 JW0542'A STANDARD DISK, STAMPED E 127 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0590 ***********************************************************************
 JW0590  DESIGNATION -  E 128
 JW0590  PID         -  JW0590
 JW0590  STATE/COUNTY-  PA/FAYETTE
 JW0590  USGS QUAD   -  MILL RUN (1980)
 JW0590
 JW0590                         *CURRENT SURVEY CONTROL
 JW0590  ___________________________________________________________________
 JW0590* NAD 83(1986)-  39 53 48.     (N)    079 28 33.     (W)     SCALED    
 JW0590* NAVD 88     -       355.736  (meters)    1167.11   (feet)  ADJUSTED  
 JW0590  ___________________________________________________________________
 JW0590  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 JW0590  DYNAMIC HT  -         355.526 (meters)    1166.42  (feet)  COMP
 JW0590  MODELED GRAV-     980,025.7   (mgal)                       NAVD 88
 JW0590
 JW0590  VERT ORDER  -  FIRST     CLASS II
 JW0590
 JW0590.The horizontal coordinates were scaled from a topographic map and have
 JW0590.an estimated accuracy of +/- 6 seconds.
 JW0590
 JW0590.The orthometric height was determined by differential leveling
 JW0590.and adjusted by the National Geodetic Survey in June 1991..
 JW0590
 JW0590.The geoid height was determined by GEOID03.
 JW0590
 JW0590.The dynamic height is computed by dividing the NAVD 88
 JW0590.geopotential number by the normal gravity value computed on the
 JW0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0590.degrees latitude (g = 980.6199 gals.).
 JW0590
 JW0590.The modeled gravity was interpolated from observed gravity values.
 JW0590
 JW0590;                    North         East    Units  Estimated Accuracy
 JW0590;SPC PA S     -    63,990.      452,410.      MT  (+/- 180 meters Scaled)
 JW0590
 JW0590                          SUPERSEDED SURVEY CONTROL
 JW0590
 JW0590  NGVD 29 (??/??/92)  355.893  (m)         1167.63   (f) ADJ UNCH    1 2
 JW0590
 JW0590.Superseded values are not recommended for survey control.
 JW0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0590.See file dsdata.txt to determine how the superseded data were derived.
 JW0590
 JW0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE303174(NAD 83)
 JW0590_MARKER: DB = BENCH MARK DISK
 JW0590_SETTING: 66 = SET IN ROCK OUTCROP
 JW0590_SP_SET: ROCK OUTCROP
 JW0590_STAMPING: E 128 1941
 JW0590_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0590+STABILITY: POSITION/ELEVATION WELL
 JW0590
 JW0590  HISTORY     - Date     Condition        Report By
 JW0590  HISTORY     - 1941     MONUMENTED       CGS
 JW0590
 JW0590                          STATION DESCRIPTION
 JW0590
 JW0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0590'2.2 MI NW FROM OHIOPYLE.
 JW0590'2.2 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0590'THE STATION AT OHIOPYLE, FAYETTE COUNTY, 7 RAILS SOUTHWEST OF
 JW0590'POLE 253/25, AT THE NORTH END OF A CURVE, 8 FEET SOUTHEAST OF THE
 JW0590'SOUTHEAST RAIL OF THE WEST BOUND TRACK, IN THE TOP OF A ROCK
 JW0590'OUTCROP, AND 1.5 FEET ABOVE THE TRACK.  A STANDARD DISK, STAMPED
 JW0590'E 128 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0933 ***********************************************************************
 JW0933  DESIGNATION -  E 129
 JW0933  PID         -  JW0933
 JW0933  STATE/COUNTY-  PA/FAYETTE
 JW0933  USGS QUAD   -  UNIONTOWN (1977)
 JW0933
 JW0933                         *CURRENT SURVEY CONTROL
 JW0933  ___________________________________________________________________
 JW0933* NAD 83(1986)-  39 57 17.     (N)    079 38 08.     (W)     SCALED    
 JW0933* NAVD 88     -       345.824  (meters)    1134.59   (feet)  POSTED    
 JW0933  ___________________________________________________________________
 JW0933  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 JW0933  DYNAMIC HT  -         345.620 (meters)    1133.92  (feet)  COMP
 JW0933  MODELED GRAV-     980,027.6   (mgal)                       NAVD 88
 JW0933
 JW0933  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JW0933
 JW0933.The horizontal coordinates were scaled from a topographic map and have
 JW0933.an estimated accuracy of +/- 6 seconds.
 JW0933
 JW0933.The orthometric height was determined by differential leveling
 JW0933.and adjusted by the National Geodetic Survey in 1992..
 JW0933.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JW0933.rate of 4.1 thru 8.0 mm/km.
 JW0933
 JW0933.The geoid height was determined by GEOID03.
 JW0933
 JW0933.The dynamic height is computed by dividing the NAVD 88
 JW0933.geopotential number by the normal gravity value computed on the
 JW0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0933.degrees latitude (g = 980.6199 gals.).
 JW0933
 JW0933.The modeled gravity was interpolated from observed gravity values.
 JW0933
 JW0933;                    North         East    Units  Estimated Accuracy
 JW0933;SPC PA S     -    70,720.      438,890.      MT  (+/- 180 meters Scaled)
 JW0933
 JW0933                          SUPERSEDED SURVEY CONTROL
 JW0933
 JW0933  NGVD 29 (??/??/92)  345.956  (m)         1135.02   (f) ADJ UNCH    1 2
 JW0933
 JW0933.Superseded values are not recommended for survey control.
 JW0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0933.See file dsdata.txt to determine how the superseded data were derived.
 JW0933
 JW0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE165236(NAD 83)
 JW0933_MARKER: DB = BENCH MARK DISK
 JW0933_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0933_SP_SET: BRIDGE
 JW0933_STAMPING: E 129 1941
 JW0933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0933
 JW0933  HISTORY     - Date     Condition        Report By
 JW0933  HISTORY     - 1941     MONUMENTED       CGS
 JW0933  HISTORY     - 1981     GOOD             LOCENG
 JW0933
 JW0933                          STATION DESCRIPTION
 JW0933
 JW0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0933'1.9 MI SW FROM DUNBAR.
 JW0933'ABOUT 1.9 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 JW0933'FROM THE STATION AT DUNBAR, FAYETTE COUNTY, AT BRIDGE 312, IN THE
 JW0933'SOUTH CORNER OF THE SOUTHWEST ABUTMENT, AND 4.3 FEET SOUTHEAST OF
 JW0933'THE SOUTHEAST RAIL OF THE WEST-BOUND TRACK.  A STANDARD DISK,
 JW0933'STAMPED E 129 1941.
 JW0933
 JW0933                          STATION RECOVERY (1981)
 JW0933
 JW0933'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 JW0933'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0009 ***********************************************************************
 ND0009  DESIGNATION -  E 13
 ND0009  PID         -  ND0009
 ND0009  STATE/COUNTY-  PA/ERIE
 ND0009  USGS QUAD   -  ERIE NORTH (1996)
 ND0009
 ND0009                         *CURRENT SURVEY CONTROL
 ND0009  ___________________________________________________________________
 ND0009* NAD 83(1986)-  42 07 33.     (N)    080 03 59.     (W)     SCALED    
 ND0009* NAVD 88     -       209.023  (meters)     685.77   (feet)  POSTED    
 ND0009  ___________________________________________________________________
 ND0009  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 ND0009  DYNAMIC HT  -         208.950 (meters)     685.53  (feet)  COMP
 ND0009  MODELED GRAV-     980,260.5   (mgal)                       NAVD 88
 ND0009
 ND0009  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 ND0009
 ND0009.The horizontal coordinates were scaled from a topographic map and have
 ND0009.an estimated accuracy of +/- 6 seconds.
 ND0009
 ND0009.The orthometric height was determined by differential leveling
 ND0009.and adjusted by the National Geodetic Survey in 1992..
 ND0009.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 ND0009.rate of 4.1 thru 8.0 mm/km.
 ND0009
 ND0009.The geoid height was determined by GEOID03.
 ND0009
 ND0009.The dynamic height is computed by dividing the NAVD 88
 ND0009.geopotential number by the normal gravity value computed on the
 ND0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0009.degrees latitude (g = 980.6199 gals.).
 ND0009
 ND0009.The modeled gravity was interpolated from observed gravity values.
 ND0009
 ND0009;                    North         East    Units  Estimated Accuracy
 ND0009;SPC PA N     -   220,140.      408,480.      MT  (+/- 180 meters Scaled)
 ND0009
 ND0009                          SUPERSEDED SURVEY CONTROL
 ND0009
 ND0009  NGVD 29 (??/??/92)  209.214  (m)          686.40   (f) ADJ UNCH    1 2
 ND0009
 ND0009.Superseded values are not recommended for survey control.
 ND0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0009.See file dsdata.txt to determine how the superseded data were derived.
 ND0009
 ND0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG771641(NAD 83)
 ND0009_MARKER: DB = BENCH MARK DISK
 ND0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ND0009_SP_SET: OVERPASS
 ND0009_STAMPING: E 13 1934
 ND0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0009
 ND0009  HISTORY     - Date     Condition        Report By
 ND0009  HISTORY     - 1934     MONUMENTED       CGS
 ND0009  HISTORY     - 1961     GOOD             NGS
 ND0009  HISTORY     - 1971     GOOD             NGS
 ND0009
 ND0009                          STATION DESCRIPTION
 ND0009
 ND0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ND0009'AT ERIE.
 ND0009'AT ERIE, ERIE COUNTY, ON THE NEW YORK CENTRAL RAILROAD, AT THE ASH
 ND0009'STREET OVERPASS, IN THE TOP OF THE NORTH END OF THE TOP STEP OF THE
 ND0009'EAST ABUTMENT, 11 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK,
 ND0009'AND 6 INCHES HIGHER THAN THE TOP OF THE RAIL. A STANDARD DISK,
 ND0009'STAMPED E 13 1934.
 ND0009
 ND0009                          STATION RECOVERY (1971)
 ND0009
 ND0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ND0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1267 ***********************************************************************
 KX1267  DESIGNATION -  E 131
 KX1267  PID         -  KX1267
 KX1267  STATE/COUNTY-  PA/ALLEGHENY
 KX1267  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1267
 KX1267                         *CURRENT SURVEY CONTROL
 KX1267  ___________________________________________________________________
 KX1267* NAD 83(1986)-  40 26 09.     (N)    079 58 40.     (W)     SCALED    
 KX1267* NAVD 88     -       229.398  (meters)     752.62   (feet)  ADJUSTED  
 KX1267  ___________________________________________________________________
 KX1267  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KX1267  DYNAMIC HT  -         229.279 (meters)     752.23  (feet)  COMP
 KX1267  MODELED GRAV-     980,100.8   (mgal)                       NAVD 88
 KX1267
 KX1267  VERT ORDER  -  FIRST     CLASS II
 KX1267
 KX1267.The horizontal coordinates were scaled from a topographic map and have
 KX1267.an estimated accuracy of +/- 6 seconds.
 KX1267
 KX1267.The orthometric height was determined by differential leveling
 KX1267.and adjusted by the National Geodetic Survey in June 1991..
 KX1267
 KX1267.The geoid height was determined by GEOID03.
 KX1267
 KX1267.The dynamic height is computed by dividing the NAVD 88
 KX1267.geopotential number by the normal gravity value computed on the
 KX1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1267.degrees latitude (g = 980.6199 gals.).
 KX1267
 KX1267.The modeled gravity was interpolated from observed gravity values.
 KX1267
 KX1267;                    North         East    Units  Estimated Accuracy
 KX1267;SPC PA S     -   124,800.      411,000.      MT  (+/- 180 meters Scaled)
 KX1267
 KX1267                          SUPERSEDED SURVEY CONTROL
 KX1267
 KX1267  NGVD 29 (??/??/92)  229.56   (m)          753.1    (f) COMPUTED    1 2
 KX1267
 KX1267.Superseded values are not recommended for survey control.
 KX1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1267.See file dsdata.txt to determine how the superseded data were derived.
 KX1267
 KX1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE867766(NAD 83)
 KX1267_MARKER: DB = BENCH MARK DISK
 KX1267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1267_SP_SET: ABUTMENT
 KX1267_STAMPING: E 131 1941
 KX1267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1267
 KX1267  HISTORY     - Date     Condition        Report By
 KX1267  HISTORY     - 1941     MONUMENTED       CGS
 KX1267  HISTORY     - 1966     MARK NOT FOUND   NGS
 KX1267  HISTORY     - 20040521 MARK NOT FOUND   USPSQD
 KX1267
 KX1267                          STATION DESCRIPTION
 KX1267
 KX1267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX1267'AT PITTSBURGH.
 KX1267'ON THE BALTIMORE AND OHIO RAILROAD, ABOUT 8 RAILS EAST OF SIGNAL
 KX1267'TOWER W 326-43, AT AN OLD STEEL BRIDGE OVER SECOND STREET,
 KX1267'IN THE EAST CORNER OF THE NORTH ABUTMENT, 3.8 FEET EAST OF THE
 KX1267'NORTHEAST STEEL BRIDGE WALL, AND 24.7 FEET SOUTH OF THE SOUTH
 KX1267'RAIL OF THE EAST-BOUND TRACK.
 KX1267
 KX1267                          STATION RECOVERY (2004)
 KX1267
 KX1267'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 KX1267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1279 ***********************************************************************
 KX1279  DESIGNATION -  E 132
 KX1279  PID         -  KX1279
 KX1279  STATE/COUNTY-  PA/FAYETTE
 KX1279  USGS QUAD   -  FAYETTE CITY (1979)
 KX1279
 KX1279                         *CURRENT SURVEY CONTROL
 KX1279  ___________________________________________________________________
 KX1279* NAD 83(1986)-  40 01 54.     (N)    079 51 44.     (W)     SCALED    
 KX1279* NAVD 88     -       238.753  (meters)     783.31   (feet)  ADJUSTED  
 KX1279  ___________________________________________________________________
 KX1279  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KX1279  DYNAMIC HT  -         238.620 (meters)     782.87  (feet)  COMP
 KX1279  MODELED GRAV-     980,065.3   (mgal)                       NAVD 88
 KX1279
 KX1279  VERT ORDER  -  FIRST     CLASS II
 KX1279
 KX1279.The horizontal coordinates were scaled from a topographic map and have
 KX1279.an estimated accuracy of +/- 6 seconds.
 KX1279
 KX1279.The orthometric height was determined by differential leveling
 KX1279.and adjusted by the National Geodetic Survey in June 1991..
 KX1279
 KX1279.The geoid height was determined by GEOID03.
 KX1279
 KX1279.The dynamic height is computed by dividing the NAVD 88
 KX1279.geopotential number by the normal gravity value computed on the
 KX1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1279.degrees latitude (g = 980.6199 gals.).
 KX1279
 KX1279.The modeled gravity was interpolated from observed gravity values.
 KX1279
 KX1279;                    North         East    Units  Estimated Accuracy
 KX1279;SPC PA S     -    79,700.      419,730.      MT  (+/- 180 meters Scaled)
 KX1279
 KX1279                          SUPERSEDED SURVEY CONTROL
 KX1279
 KX1279  NGVD 29 (??/??/92)  238.939  (m)          783.92   (f) ADJ UNCH    1 2
 KX1279
 KX1279.Superseded values are not recommended for survey control.
 KX1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1279.See file dsdata.txt to determine how the superseded data were derived.
 KX1279
 KX1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE970318(NAD 83)
 KX1279_MARKER: DB = BENCH MARK DISK
 KX1279_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1279_SP_SET: ABUTMENT
 KX1279_STAMPING: E 132 1941
 KX1279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1279
 KX1279  HISTORY     - Date     Condition        Report By
 KX1279  HISTORY     - 1941     MONUMENTED       CGS
 KX1279  HISTORY     - 1983     MARK NOT FOUND   NGS
 KX1279
 KX1279                          STATION DESCRIPTION
 KX1279
 KX1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1279'1.4 MI SE FROM WEST BROWNSVILLE JCT.
 KX1279'IN FAYETTE COUNTY, 1.4 MILES SOUTHEAST ALONG THE PENNSYLVANIA
 KX1279'RAILROAD FROM THE STATION AT WEST BROWNSVILLE JUNCTION,
 KX1279'WASHINGTON COUNTY, IN THE WEST CORNER OF THE SOUTH ABUTMENT
 KX1279'OF BRIDGE NO. 53.07, 24 FEET WEST OF THE WEST RAIL OF THE
 KX1279'MAIN TRACK, 3.6 FEET NORTHWEST OF SECTIONS 14 AND 15 SIGNPOST,
 KX1279'AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 KX1279'E 132 1941.
 KX1279
 KX1279                          STATION RECOVERY (1983)
 KX1279
 KX1279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1279'NOT RECOVERED, MARK LOCATION IS INACCESSIBLE AND WAS NOT SEARCHED FOR
 KX1279'IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1305 ***********************************************************************
 KX1305  DESIGNATION -  E 133
 KX1305  PID         -  KX1305
 KX1305  STATE/COUNTY-  PA/WASHINGTON
 KX1305  USGS QUAD   -  MONONGAHELA (1993)
 KX1305
 KX1305                         *CURRENT SURVEY CONTROL
 KX1305  ___________________________________________________________________
 KX1305* NAD 83(1986)-  40 14 30.     (N)    079 57 17.     (W)     SCALED    
 KX1305* NAVD 88     -       229.371  (meters)     752.53   (feet)  ADJUSTED  
 KX1305  ___________________________________________________________________
 KX1305  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KX1305  DYNAMIC HT  -         229.248 (meters)     752.12  (feet)  COMP
 KX1305  MODELED GRAV-     980,087.0   (mgal)                       NAVD 88
 KX1305
 KX1305  VERT ORDER  -  FIRST     CLASS II
 KX1305
 KX1305.The horizontal coordinates were scaled from a topographic map and have
 KX1305.an estimated accuracy of +/- 6 seconds.
 KX1305
 KX1305.The orthometric height was determined by differential leveling
 KX1305.and adjusted by the National Geodetic Survey in June 1991..
 KX1305
 KX1305.The geoid height was determined by GEOID03.
 KX1305
 KX1305.The dynamic height is computed by dividing the NAVD 88
 KX1305.geopotential number by the normal gravity value computed on the
 KX1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1305.degrees latitude (g = 980.6199 gals.).
 KX1305
 KX1305.The modeled gravity was interpolated from observed gravity values.
 KX1305
 KX1305;                    North         East    Units  Estimated Accuracy
 KX1305;SPC PA S     -   103,200.      412,420.      MT  (+/- 180 meters Scaled)
 KX1305
 KX1305                          SUPERSEDED SURVEY CONTROL
 KX1305
 KX1305  NGVD 29 (??/??/92)  229.542  (m)          753.09   (f) ADJ UNCH    1 2
 KX1305
 KX1305.Superseded values are not recommended for survey control.
 KX1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1305.See file dsdata.txt to determine how the superseded data were derived.
 KX1305
 KX1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE889551(NAD 83)
 KX1305_MARKER: DB = BENCH MARK DISK
 KX1305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1305_SP_SET: SIGNAL TOWER BASE
 KX1305_STAMPING: E 133 1941
 KX1305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1305
 KX1305  HISTORY     - Date     Condition        Report By
 KX1305  HISTORY     - 1941     MONUMENTED       CGS
 KX1305  HISTORY     - 1983     MARK NOT FOUND   NGS
 KX1305
 KX1305                          STATION DESCRIPTION
 KX1305
 KX1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1305'5 MI N FROM MONONGAHELA.
 KX1305'5.0 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX1305'AT MONONGAHELA, 0.1 MILE WEST OF A WATER TANK, 109 FEET SOUTH OF
 KX1305'MILEPOST 25, 20.5 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 KX1305'TRACK, AND IN THE NORTHWEST CORNER OF AN OLD SIGNAL-TOWER BASE.
 KX1305'A STANDARD DISK, STAMPED E 133 1941.
 KX1305
 KX1305                          STATION RECOVERY (1983)
 KX1305
 KX1305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1305'NOT RECOVERED, THE DESCRIPTION IS INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1516 ***********************************************************************
 KX1516  DESIGNATION -  E 134
 KX1516  PID         -  KX1516
 KX1516  STATE/COUNTY-  PA/ARMSTRONG
 KX1516  USGS QUAD   -  KITTANNING (1993)
 KX1516
 KX1516                         *CURRENT SURVEY CONTROL
 KX1516  ___________________________________________________________________
 KX1516* NAD 83(1986)-  40 46 50.     (N)    079 31 28.     (W)     SCALED    
 KX1516* NAVD 88     -       240.431  (meters)     788.81   (feet)  ADJUSTED  
 KX1516  ___________________________________________________________________
 KX1516  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KX1516  DYNAMIC HT  -         240.312 (meters)     788.42  (feet)  COMP
 KX1516  MODELED GRAV-     980,122.5   (mgal)                       NAVD 88
 KX1516
 KX1516  VERT ORDER  -  FIRST     CLASS II
 KX1516
 KX1516.The horizontal coordinates were scaled from a topographic map and have
 KX1516.an estimated accuracy of +/- 6 seconds.
 KX1516
 KX1516.The orthometric height was determined by differential leveling
 KX1516.and adjusted by the National Geodetic Survey in June 1991..
 KX1516
 KX1516.The geoid height was determined by GEOID03.
 KX1516
 KX1516.The dynamic height is computed by dividing the NAVD 88
 KX1516.geopotential number by the normal gravity value computed on the
 KX1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1516.degrees latitude (g = 980.6199 gals.).
 KX1516
 KX1516.The modeled gravity was interpolated from observed gravity values.
 KX1516
 KX1516;                    North         East    Units  Estimated Accuracy
 KX1516;SPC PA S     -   162,200.      450,230.      MT  (+/- 180 meters Scaled)
 KX1516
 KX1516                          SUPERSEDED SURVEY CONTROL
 KX1516
 KX1516  NGVD 29 (??/??/92)  240.610  (m)          789.40   (f) ADJ UNCH    1 2
 KX1516
 KX1516.Superseded values are not recommended for survey control.
 KX1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1516.See file dsdata.txt to determine how the superseded data were derived.
 KX1516
 KX1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF245154(NAD 83)
 KX1516_MARKER: DB = BENCH MARK DISK
 KX1516_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1516_SP_SET: CULVERT
 KX1516_STAMPING: E 134 1941
 KX1516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1516
 KX1516  HISTORY     - Date     Condition        Report By
 KX1516  HISTORY     - 1941     MONUMENTED       CGS
 KX1516  HISTORY     - 1967     MARK NOT FOUND   NGS
 KX1516  HISTORY     - 20050901 MARK NOT FOUND   PADT
 KX1516
 KX1516                          STATION DESCRIPTION
 KX1516
 KX1516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX1516'AT MC GRANN.
 KX1516'AT MC GRANN, ARMSTRONG COUNTY, ON THE PENNSYLVANIA RAILROAD,
 KX1516'TWO BLOCKS DOWNSTREAM FROM MILEPOST 42, 300 FEET DOWNSTREAM FROM
 KX1516'MC CAIN STREET, AT A DOUBLE ARCH STONE CULVERT, IN THE NORTH
 KX1516'END OF THE EAST HEADWALL, 15.8 FEET LANDWARD OF THE LAND RAIL,
 KX1516'AND 4.2 FEET BELOW THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 KX1516'E 134 1941.
 KX1516
 KX1516                          STATION RECOVERY (2005)
 KX1516
 KX1516'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 KX1516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0096 ***********************************************************************
 ND0096  DESIGNATION -  E 135
 ND0096  PID         -  ND0096
 ND0096  STATE/COUNTY-  PA/ERIE
 ND0096  USGS QUAD   -  ERIE SOUTH (1996)
 ND0096
 ND0096                         *CURRENT SURVEY CONTROL
 ND0096  ___________________________________________________________________
 ND0096* NAD 83(1986)-  42 07 20.     (N)    080 00 42.     (W)     SCALED    
 ND0096* NAVD 88     -       261.742  (meters)     858.73   (feet)  ADJUSTED  
 ND0096  ___________________________________________________________________
 ND0096  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 ND0096  DYNAMIC HT  -         261.647 (meters)     858.42  (feet)  COMP
 ND0096  MODELED GRAV-     980,254.2   (mgal)                       NAVD 88
 ND0096
 ND0096  VERT ORDER  -  FIRST     CLASS II
 ND0096
 ND0096.The horizontal coordinates were scaled from a topographic map and have
 ND0096.an estimated accuracy of +/- 6 seconds.
 ND0096
 ND0096.The orthometric height was determined by differential leveling
 ND0096.and adjusted by the National Geodetic Survey in June 1991..
 ND0096
 ND0096.The geoid height was determined by GEOID03.
 ND0096
 ND0096.The dynamic height is computed by dividing the NAVD 88
 ND0096.geopotential number by the normal gravity value computed on the
 ND0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0096.degrees latitude (g = 980.6199 gals.).
 ND0096
 ND0096.The modeled gravity was interpolated from observed gravity values.
 ND0096
 ND0096;                    North         East    Units  Estimated Accuracy
 ND0096;SPC PA N     -   219,620.      412,990.      MT  (+/- 180 meters Scaled)
 ND0096
 ND0096                          SUPERSEDED SURVEY CONTROL
 ND0096
 ND0096  NGVD 29 (??/??/92)  261.930  (m)          859.35   (f) ADJ UNCH    1 2
 ND0096
 ND0096.Superseded values are not recommended for survey control.
 ND0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0096.See file dsdata.txt to determine how the superseded data were derived.
 ND0096
 ND0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG816638(NAD 83)
 ND0096_MARKER: DB = BENCH MARK DISK
 ND0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ND0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ND0096_STAMPING: E 135 1941
 ND0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ND0096+STABILITY: SURFACE MOTION
 ND0096
 ND0096  HISTORY     - Date     Condition        Report By
 ND0096  HISTORY     - 1941     MONUMENTED       CGS
 ND0096  HISTORY     - 1957     GOOD             NGS
 ND0096  HISTORY     - 1971     GOOD             NGS
 ND0096
 ND0096                          STATION DESCRIPTION
 ND0096
 ND0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 ND0096'4.4 MI E FROM ERIE.
 ND0096'4.4 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 ND0096'AT ERIE, ERIE COUNTY, 78 RAILS SOUTHEAST OF MILEPOST 4, AT A ROAD
 ND0096'CROSSING, 26 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE ROAD,
 ND0096'25.6 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, AND 8.7 FEET
 ND0096'SOUTH-SOUTHWEST OF THE GUY POLE OF POLE 8660. A STANDARD DISK,
 ND0096'STAMPED E 135 1941 AND SET IN THE TOP OF A CONCRETE POST.
 ND0096'NOTE--R R TRACK REMOVED. MARK IS 38 FT. N OF THE N RAIL OF EXISTING
 ND0096'R R TRACK. NOTE--THE WHITE POST IS MISSING.
 ND0096
 ND0096                          STATION RECOVERY (1971)
 ND0096
 ND0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ND0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1482 ***********************************************************************
 KX1482  DESIGNATION -  E 136
 KX1482  PID         -  KX1482
 KX1482  STATE/COUNTY-  PA/ALLEGHENY
 KX1482  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1482
 KX1482                         *CURRENT SURVEY CONTROL
 KX1482  ___________________________________________________________________
 KX1482* NAD 83(1986)-  40 27 01.     (N)    079 53 33.     (W)     SCALED    
 KX1482* NAVD 88     -       283.363  (meters)     929.67   (feet)  ADJUSTED  
 KX1482  ___________________________________________________________________
 KX1482  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 KX1482  DYNAMIC HT  -         283.218 (meters)     929.19  (feet)  COMP
 KX1482  MODELED GRAV-     980,106.0   (mgal)                       NAVD 88
 KX1482
 KX1482  VERT ORDER  -  FIRST     CLASS II
 KX1482
 KX1482.The horizontal coordinates were scaled from a topographic map and have
 KX1482.an estimated accuracy of +/- 6 seconds.
 KX1482
 KX1482.The orthometric height was determined by differential leveling
 KX1482.and adjusted by the National Geodetic Survey in June 1991..
 KX1482
 KX1482.The geoid height was determined by GEOID03.
 KX1482
 KX1482.The dynamic height is computed by dividing the NAVD 88
 KX1482.geopotential number by the normal gravity value computed on the
 KX1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1482.degrees latitude (g = 980.6199 gals.).
 KX1482
 KX1482.The modeled gravity was interpolated from observed gravity values.
 KX1482
 KX1482;                    North         East    Units  Estimated Accuracy
 KX1482;SPC PA S     -   126,220.      418,280.      MT  (+/- 180 meters Scaled)
 KX1482
 KX1482                          SUPERSEDED SURVEY CONTROL
 KX1482
 KX1482  NGVD 29 (??/??/92)  283.522  (m)          930.19   (f) ADJ UNCH    1 2
 KX1482
 KX1482.Superseded values are not recommended for survey control.
 KX1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1482.See file dsdata.txt to determine how the superseded data were derived.
 KX1482
 KX1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE939783(NAD 83)
 KX1482_MARKER: DB = BENCH MARK DISK
 KX1482_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1482_SP_SET: UNDERPASS
 KX1482_STAMPING: E 136 1941
 KX1482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1482
 KX1482  HISTORY     - Date     Condition        Report By
 KX1482  HISTORY     - 1941     MONUMENTED       CGS
 KX1482
 KX1482                          STATION DESCRIPTION
 KX1482
 KX1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1482'4 MI N FROM BRADDOCK.
 KX1482'ABOUT 4.0 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM
 KX1482'BRADDOCK, ALLEGHENY COUNTY, 118 FEET SOUTH OF MILEPOST 347, AT
 KX1482'THE NORTH BRADDOCK STREET UNDERPASS, IN THE TOP OF THE EAST
 KX1482'PARAPET, 4.3 FEET NORTH OF THE SOUTH END, 8.5 FEET EAST OF THE
 KX1482'EAST RAIL, AND ABOUT 1.1 FEET LOWER THAN THE TOP OF THE RAIL.  A
 KX1482'STANDARD DISK, STAMPED E 136 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0861 ***********************************************************************
 KX0861  DESIGNATION -  E 137
 KX0861  PID         -  KX0861
 KX0861  STATE/COUNTY-  PA/ARMSTRONG
 KX0861  USGS QUAD   -  AVONMORE (1998)
 KX0861
 KX0861                         *CURRENT SURVEY CONTROL
 KX0861  ___________________________________________________________________
 KX0861* NAD 83(1986)-  40 32 05.     (N)    079 27 56.     (W)     SCALED    
 KX0861* NAVD 88     -       257.824  (meters)     845.88   (feet)  ADJUSTED  
 KX0861  ___________________________________________________________________
 KX0861  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KX0861  DYNAMIC HT  -         257.690 (meters)     845.44  (feet)  COMP
 KX0861  MODELED GRAV-     980,099.4   (mgal)                       NAVD 88
 KX0861
 KX0861  VERT ORDER  -  FIRST     CLASS II
 KX0861
 KX0861.The horizontal coordinates were scaled from a topographic map and have
 KX0861.an estimated accuracy of +/- 6 seconds.
 KX0861
 KX0861.The orthometric height was determined by differential leveling
 KX0861.and adjusted by the National Geodetic Survey in June 1991..
 KX0861
 KX0861.The geoid height was determined by GEOID03.
 KX0861
 KX0861.The dynamic height is computed by dividing the NAVD 88
 KX0861.geopotential number by the normal gravity value computed on the
 KX0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0861.degrees latitude (g = 980.6199 gals.).
 KX0861
 KX0861.The modeled gravity was interpolated from observed gravity values.
 KX0861
 KX0861;                    North         East    Units  Estimated Accuracy
 KX0861;SPC PA S     -   134,810.      454,670.      MT  (+/- 180 meters Scaled)
 KX0861
 KX0861                          SUPERSEDED SURVEY CONTROL
 KX0861
 KX0861  NGVD 29 (??/??/92)  258.002  (m)          846.46   (f) ADJ UNCH    1 2
 KX0861
 KX0861.Superseded values are not recommended for survey control.
 KX0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0861.See file dsdata.txt to determine how the superseded data were derived.
 KX0861
 KX0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE299882(NAD 83)
 KX0861_MARKER: DB = BENCH MARK DISK
 KX0861_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0861_SP_SET: BRIDGE
 KX0861_STAMPING: E 137 1941
 KX0861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0861
 KX0861  HISTORY     - Date     Condition        Report By
 KX0861  HISTORY     - 1941     MONUMENTED       CGS
 KX0861
 KX0861                          STATION DESCRIPTION
 KX0861
 KX0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX0861'20.2 MI NW FROM TORRANCE.
 KX0861'IN ARMSTRONG COUNTY, ABOUT 20.2 MILES NORTHWEST ALONG THE
 KX0861'PENNSYLVANIA RAILROAD FROM TORRANCE, WESTMORELAND COUNTY, ABOUT
 KX0861'135 FEET WEST OF THE WEST END OF THE STATION AT AVONMORE, IN THE
 KX0861'TOP OF THE RIGHT BANK END OF THE HIGHWAY BRIDGE OVER THE RIVER,
 KX0861'6.2 FEET SOUTH OF THE SOUTH RAIL, AND 3.4 FEET HIGHER THAN THE
 KX0861'TOP OF THE RAIL.  A STANDARD DISK, STAMPED E 137 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1224 ***********************************************************************
 MA1224  DESIGNATION -  E 138
 MA1224  PID         -  MA1224
 MA1224  STATE/COUNTY-  PA/VENANGO
 MA1224  USGS QUAD   -  KENNERDELL (1981)
 MA1224
 MA1224                         *CURRENT SURVEY CONTROL
 MA1224  ___________________________________________________________________
 MA1224* NAD 83(1986)-  41 17 33.     (N)    079 50 02.     (W)     SCALED    
 MA1224* NAVD 88     -       291.036  (meters)     954.84   (feet)  ADJUSTED  
 MA1224  ___________________________________________________________________
 MA1224  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 MA1224  DYNAMIC HT  -         290.902 (meters)     954.40  (feet)  COMP
 MA1224  MODELED GRAV-     980,156.1   (mgal)                       NAVD 88
 MA1224
 MA1224  VERT ORDER  -  FIRST     CLASS II
 MA1224
 MA1224.The horizontal coordinates were scaled from a topographic map and have
 MA1224.an estimated accuracy of +/- 6 seconds.
 MA1224
 MA1224.The orthometric height was determined by differential leveling
 MA1224.and adjusted by the National Geodetic Survey in June 1991..
 MA1224
 MA1224.The geoid height was determined by GEOID03.
 MA1224
 MA1224.The dynamic height is computed by dividing the NAVD 88
 MA1224.geopotential number by the normal gravity value computed on the
 MA1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1224.degrees latitude (g = 980.6199 gals.).
 MA1224
 MA1224.The modeled gravity was interpolated from observed gravity values.
 MA1224
 MA1224;                    North         East    Units  Estimated Accuracy
 MA1224;SPC PA N     -   127,130.      425,470.      MT  (+/- 180 meters Scaled)
 MA1224
 MA1224                          SUPERSEDED SURVEY CONTROL
 MA1224
 MA1224  NGVD 29 (??/??/92)  291.208  (m)          955.40   (f) ADJ UNCH    1 2
 MA1224
 MA1224.Superseded values are not recommended for survey control.
 MA1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1224.See file dsdata.txt to determine how the superseded data were derived.
 MA1224
 MA1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF976718(NAD 83)
 MA1224_MARKER: DB = BENCH MARK DISK
 MA1224_SETTING: 80 = SET IN A BOULDER
 MA1224_SP_SET: BOULDER
 MA1224_STAMPING: E 138 1941
 MA1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1224+STABILITY: SURFACE MOTION
 MA1224
 MA1224  HISTORY     - Date     Condition        Report By
 MA1224  HISTORY     - 1941     MONUMENTED       CGS
 MA1224
 MA1224                          STATION DESCRIPTION
 MA1224
 MA1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA1224'0.8 MI N FROM KENNERDEL.
 MA1224'0.8 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM KENNERDEL,
 MA1224'VENANGO COUNTY, 356 FEET UPSTREAM ACROSS THE TRACK FROM MILEPOST
 MA1224'110, 34.5 FEET LANDWARD OF THE LAND RAIL, IN A CHISELED RECESS
 MA1224'IN THE SLOPING SURFACE OF A BLACK BOULDER 6 FEET HIGH, AND ABOUT
 MA1224'2 FEET ABOVE THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED E
 MA1224'138 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0793 ***********************************************************************
 MA0793  DESIGNATION -  E 139
 MA0793  PID         -  MA0793
 MA0793  STATE/COUNTY-  PA/WARREN
 MA0793  USGS QUAD   -  YOUNGSVILLE (1981)
 MA0793
 MA0793                         *CURRENT SURVEY CONTROL
 MA0793  ___________________________________________________________________
 MA0793* NAD 83(1986)-  41 47 57.     (N)    079 17 09.     (W)     SCALED    
 MA0793* NAVD 88     -       351.561  (meters)    1153.41   (feet)  ADJUSTED  
 MA0793  ___________________________________________________________________
 MA0793  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 MA0793  DYNAMIC HT  -         351.411 (meters)    1152.92  (feet)  COMP
 MA0793  MODELED GRAV-     980,186.7   (mgal)                       NAVD 88
 MA0793
 MA0793  VERT ORDER  -  FIRST     CLASS II
 MA0793
 MA0793.The horizontal coordinates were scaled from a topographic map and have
 MA0793.an estimated accuracy of +/- 6 seconds.
 MA0793
 MA0793.The orthometric height was determined by differential leveling
 MA0793.and adjusted by the National Geodetic Survey in June 1991..
 MA0793
 MA0793.The geoid height was determined by GEOID03.
 MA0793
 MA0793.The dynamic height is computed by dividing the NAVD 88
 MA0793.geopotential number by the normal gravity value computed on the
 MA0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0793.degrees latitude (g = 980.6199 gals.).
 MA0793
 MA0793.The modeled gravity was interpolated from observed gravity values.
 MA0793
 MA0793;                    North         East    Units  Estimated Accuracy
 MA0793;SPC PA N     -   182,430.      472,370.      MT  (+/- 180 meters Scaled)
 MA0793
 MA0793                          SUPERSEDED SURVEY CONTROL
 MA0793
 MA0793  NGVD 29 (??/??/92)  351.722  (m)         1153.94   (f) ADJ UNCH    1 2
 MA0793
 MA0793.Superseded values are not recommended for survey control.
 MA0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0793.See file dsdata.txt to determine how the superseded data were derived.
 MA0793
 MA0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG424288(NAD 83)
 MA0793_MARKER: DB = BENCH MARK DISK
 MA0793_SETTING: 80 = SET IN A BOULDER
 MA0793_SP_SET: BOULDER
 MA0793_STAMPING: E 139 1941
 MA0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0793+STABILITY: SURFACE MOTION
 MA0793
 MA0793  HISTORY     - Date     Condition        Report By
 MA0793  HISTORY     - 1941     MONUMENTED       CGS
 MA0793  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 MA0793
 MA0793                          STATION DESCRIPTION
 MA0793
 MA0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA0793'3 MI S FROM IRVINETON.
 MA0793'ABOUT 3 MILES SOUTH ALONG THE PENNSYLANIA RAILROAD FROM IRVINETON,
 MA0793'WARREN COUNTY, 507 FEET NORTH OF MILEPOST 47, 503 FEET SOUTH OF
 MA0793'THE SECOND ROAD CROSSING SOUTH OF IRVINETON, 118 FEET DOWNSTREAM
 MA0793'FROM POLE 47+5, 12.9 FEET LANDWARD OF THE LAND RAIL, AND IN A
 MA0793'CHISELED RECESS OF A SLOPING BOULDER.  A STANDARD DISK, STAMPED
 MA0793'E 139 1941.
 MA0793
 MA0793                          STATION RECOVERY (2003)
 MA0793
 MA0793'RECOVERY NOTE BY US POWER SQUADRON 2003 (RA)
 MA0793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1284 ***********************************************************************
 MA1284  DESIGNATION -  E 140
 MA1284  PID         -  MA1284
 MA1284  STATE/COUNTY-  PA/VENANGO
 MA1284  USGS QUAD   -  OIL CITY (1977)
 MA1284
 MA1284                         *CURRENT SURVEY CONTROL
 MA1284  ___________________________________________________________________
 MA1284* NAD 83(1986)-  41 28 01.     (N)    079 38 53.     (W)     SCALED    
 MA1284* NAVD 88     -       312.717  (meters)    1025.97   (feet)  ADJUSTED  
 MA1284  ___________________________________________________________________
 MA1284  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 MA1284  DYNAMIC HT  -         312.579 (meters)    1025.52  (feet)  COMP
 MA1284  MODELED GRAV-     980,172.4   (mgal)                       NAVD 88
 MA1284
 MA1284  VERT ORDER  -  FIRST     CLASS II
 MA1284
 MA1284.The horizontal coordinates were scaled from a topographic map and have
 MA1284.an estimated accuracy of +/- 6 seconds.
 MA1284
 MA1284.The orthometric height was determined by differential leveling
 MA1284.and adjusted by the National Geodetic Survey in June 1991..
 MA1284
 MA1284.The geoid height was determined by GEOID03.
 MA1284
 MA1284.The dynamic height is computed by dividing the NAVD 88
 MA1284.geopotential number by the normal gravity value computed on the
 MA1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1284.degrees latitude (g = 980.6199 gals.).
 MA1284
 MA1284.The modeled gravity was interpolated from observed gravity values.
 MA1284
 MA1284;                    North         East    Units  Estimated Accuracy
 MA1284;SPC PA N     -   146,140.      441,460.      MT  (+/- 180 meters Scaled)
 MA1284
 MA1284                          SUPERSEDED SURVEY CONTROL
 MA1284
 MA1284  NGVD 29 (??/??/92)  312.893  (m)         1026.55   (f) ADJ UNCH    1 2
 MA1284
 MA1284.Superseded values are not recommended for survey control.
 MA1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1284.See file dsdata.txt to determine how the superseded data were derived.
 MA1284
 MA1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF128914(NAD 83)
 MA1284_MARKER: DB = BENCH MARK DISK
 MA1284_SETTING: 80 = SET IN A BOULDER
 MA1284_SP_SET: BOULDER
 MA1284_STAMPING: E 140 1941
 MA1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1284+STABILITY: SURFACE MOTION
 MA1284
 MA1284  HISTORY     - Date     Condition        Report By
 MA1284  HISTORY     - 1941     MONUMENTED       CGS
 MA1284
 MA1284                          STATION DESCRIPTION
 MA1284
 MA1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA1284'2 MI NW FROM OLEOPOLIS.
 MA1284'ABOUT 2.0 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 MA1284'THE STATION AT OLEOPOLIS, VENANGO COUNTY, ABOUT 250 FEET NORTH
 MA1284'OF MILEPOST 7, 60 FEET NORTHWEST OF POLE 7+2, 8.9 FEET WEST OF
 MA1284'THE WEST RAIL, IN THE TOP OF A LARGE BOULDER, AND ABOUT 3.5 FEET
 MA1284'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED E 140 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0671 ***********************************************************************
 MA0671  DESIGNATION -  E 141
 MA0671  PID         -  MA0671
 MA0671  STATE/COUNTY-  PA/WARREN
 MA0671  USGS QUAD   -  CORNPLANTER RUN (1983)
 MA0671
 MA0671                         *CURRENT SURVEY CONTROL
 MA0671  ___________________________________________________________________
 MA0671* NAD 83(1986)-  41 58 13.     (N)    078 55 59.     (W)     SCALED    
 MA0671* NAVD 88     -       385.695  (meters)    1265.40   (feet)  ADJUSTED  
 MA0671  ___________________________________________________________________
 MA0671  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 MA0671  DYNAMIC HT  -         385.543 (meters)    1264.90  (feet)  COMP
 MA0671  MODELED GRAV-     980,218.4   (mgal)                       NAVD 88
 MA0671
 MA0671  VERT ORDER  -  FIRST     CLASS II
 MA0671
 MA0671.The horizontal coordinates were scaled from a topographic map and have
 MA0671.an estimated accuracy of +/- 6 seconds.
 MA0671
 MA0671.The orthometric height was determined by differential leveling
 MA0671.and adjusted by the National Geodetic Survey in June 1991..
 MA0671
 MA0671.The geoid height was determined by GEOID03.
 MA0671
 MA0671.The dynamic height is computed by dividing the NAVD 88
 MA0671.geopotential number by the normal gravity value computed on the
 MA0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0671.degrees latitude (g = 980.6199 gals.).
 MA0671
 MA0671.The modeled gravity was interpolated from observed gravity values.
 MA0671
 MA0671;                    North         East    Units  Estimated Accuracy
 MA0671;SPC PA N     -   200,970.      501,940.      MT  (+/- 180 meters Scaled)
 MA0671
 MA0671                          SUPERSEDED SURVEY CONTROL
 MA0671
 MA0671  NGVD 29 (??/??/92)  385.858  (m)         1265.94   (f) ADJ UNCH    1 2
 MA0671
 MA0671.Superseded values are not recommended for survey control.
 MA0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0671.See file dsdata.txt to determine how the superseded data were derived.
 MA0671
 MA0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG712485(NAD 83)
 MA0671_MARKER: DB = BENCH MARK DISK
 MA0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0671_STAMPING: E 141 1941
 MA0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0671+STABILITY: SURFACE MOTION
 MA0671
 MA0671  HISTORY     - Date     Condition        Report By
 MA0671  HISTORY     - 1941     MONUMENTED       CGS
 MA0671  HISTORY     - 1966     MARK NOT FOUND   USGS
 MA0671
 MA0671                          STATION DESCRIPTION
 MA0671
 MA0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA0671'1.4 MI S FROM CORYDON.
 MA0671'1.4 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA0671'AT CORYDON, WARREN COUNTY, 350 FEET UPSTREAM FROM MILEPOST
 MA0671'76, 700 FEET EAST OF A GREEN-ROOFED FARMHOUSE, IN THE SOUTHWEST
 MA0671'CORNER OF A CULTIVATED FIELD, AT A FARM-ROAD CROSSING, 37 FEET
 MA0671'EAST OF THE CENTER OF THE CROSSING, 35 FEET EAST OF THE EAST
 MA0671'RAIL, AND 3.4 FEET NORTHEAST OF THE FENCE CORNER.  A STANDARD
 MA0671'DISK, STAMPED E 141 1941 AND SET IN THE TOP OF A CONCRETE POST.
 MA0671
 MA0671                          STATION RECOVERY (1966)
 MA0671
 MA0671'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MA0671'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1711 ***********************************************************************
 MA1711  DESIGNATION -  E 142
 MA1711  PID         -  MA1711
 MA1711  STATE/COUNTY-  PA/CRAWFORD
 MA1711  USGS QUAD   -  MILLERS STATION (1977)
 MA1711
 MA1711                         *CURRENT SURVEY CONTROL
 MA1711  ___________________________________________________________________
 MA1711* NAD 83(1986)-  41 48 34.     (N)    079 59 58.     (W)     SCALED    
 MA1711* NAVD 88     -       352.619  (meters)    1156.88   (feet)  ADJUSTED  
 MA1711  ___________________________________________________________________
 MA1711  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 MA1711  DYNAMIC HT  -         352.474 (meters)    1156.41  (feet)  COMP
 MA1711  MODELED GRAV-     980,202.6   (mgal)                       NAVD 88
 MA1711
 MA1711  VERT ORDER  -  FIRST     CLASS II
 MA1711
 MA1711.The horizontal coordinates were scaled from a topographic map and have
 MA1711.an estimated accuracy of +/- 6 seconds.
 MA1711
 MA1711.The orthometric height was determined by differential leveling
 MA1711.and adjusted by the National Geodetic Survey in June 1991..
 MA1711
 MA1711.The geoid height was determined by GEOID03.
 MA1711
 MA1711.The dynamic height is computed by dividing the NAVD 88
 MA1711.geopotential number by the normal gravity value computed on the
 MA1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1711.degrees latitude (g = 980.6199 gals.).
 MA1711
 MA1711.The modeled gravity was interpolated from observed gravity values.
 MA1711
 MA1711;                    North         East    Units  Estimated Accuracy
 MA1711;SPC PA N     -   184,870.      413,100.      MT  (+/- 180 meters Scaled)
 MA1711
 MA1711                          SUPERSEDED SURVEY CONTROL
 MA1711
 MA1711  NGVD 29 (??/??/92)  352.79   (m)         1157.4    (f) COMPUTED    1 2
 MA1711
 MA1711.Superseded values are not recommended for survey control.
 MA1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1711.See file dsdata.txt to determine how the superseded data were derived.
 MA1711
 MA1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG831291(NAD 83)
 MA1711_MARKER: DB = BENCH MARK DISK
 MA1711_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1711_SP_SET: ABUTMENT
 MA1711_STAMPING: E 142 1941
 MA1711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1711
 MA1711  HISTORY     - Date     Condition        Report By
 MA1711  HISTORY     - 1941     MONUMENTED       CGS
 MA1711
 MA1711                          STATION DESCRIPTION
 MA1711
 MA1711'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA1711'2.9 MI NE FROM CAMBRIDGE.
 MA1711'2.9 MILES NORTHEAST ALONG THE ERIE RAILROAD FROM THE STATION AT
 MA1711'CAMBRIDGE SPRINGS, 7-3/4 RAILS WEST OF MILEPOST 85, AT BRIDGE
 MA1711'NO. 88.08, IN THE NORTH CORNER OF THE EAST ABUTMENT, 14.7 FEET
 MA1711'NORTH OF THE NORTH RAIL, 1.1 FEET WEST OF THE EAST EDGE OF THE
 MA1711'ABUTMENT, 0.8 FOOT SOUTH OF THE NORTH EDGE, AND 4 FEET LOWER
 MA1711'THAN THE TRACK.  A STANDARD DISK, STAMPED E 142 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1486 ***********************************************************************
 MA1486  DESIGNATION -  E 143
 MA1486  PID         -  MA1486
 MA1486  STATE/COUNTY-  PA/ERIE
 MA1486  USGS QUAD   -  UNION CITY (1977)
 MA1486
 MA1486                         *CURRENT SURVEY CONTROL
 MA1486  ___________________________________________________________________
 MA1486* NAD 83(1986)-  41 53 44.     (N)    079 47 12.     (W)     SCALED    
 MA1486* NAVD 88     -       408.519  (meters)    1340.28   (feet)  ADJUSTED  
 MA1486  ___________________________________________________________________
 MA1486  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 MA1486  DYNAMIC HT  -         408.348 (meters)    1339.72  (feet)  COMP
 MA1486  MODELED GRAV-     980,191.8   (mgal)                       NAVD 88
 MA1486
 MA1486  VERT ORDER  -  FIRST     CLASS II
 MA1486
 MA1486.The horizontal coordinates were scaled from a topographic map and have
 MA1486.an estimated accuracy of +/- 6 seconds.
 MA1486
 MA1486.The orthometric height was determined by differential leveling
 MA1486.and adjusted by the National Geodetic Survey in June 1991..
 MA1486
 MA1486.The geoid height was determined by GEOID03.
 MA1486
 MA1486.The dynamic height is computed by dividing the NAVD 88
 MA1486.geopotential number by the normal gravity value computed on the
 MA1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1486.degrees latitude (g = 980.6199 gals.).
 MA1486
 MA1486.The modeled gravity was interpolated from observed gravity values.
 MA1486
 MA1486;                    North         East    Units  Estimated Accuracy
 MA1486;SPC PA N     -   193,990.      431,000.      MT  (+/- 180 meters Scaled)
 MA1486
 MA1486                          SUPERSEDED SURVEY CONTROL
 MA1486
 MA1486  NGVD 29 (??/??/92)  408.672  (m)         1340.78   (f) ADJ UNCH    1 2
 MA1486
 MA1486.Superseded values are not recommended for survey control.
 MA1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1486.See file dsdata.txt to determine how the superseded data were derived.
 MA1486
 MA1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG006388(NAD 83)
 MA1486_MARKER: DB = BENCH MARK DISK
 MA1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1486_STAMPING: E 143 1941
 MA1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1486+STABILITY: SURFACE MOTION
 MA1486
 MA1486  HISTORY     - Date     Condition        Report By
 MA1486  HISTORY     - 1941     MONUMENTED       CGS
 MA1486
 MA1486                          STATION DESCRIPTION
 MA1486
 MA1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA1486'1.6 MI SW FROM ELGIN.
 MA1486'1.6 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA1486'STATION AT ELGIN, ERIE COUNTY, ABOUT 0.2 MILE NORTHEAST OF
 MA1486'MILEPOST 29, AT A ROAD CROSSING, 16.7 FEET NORTH OF THE NORTH
 MA1486'RAIL OF THE TRACK, 13 FEET WEST OF THE CENTER LINE OF THE ROAD,
 MA1486'7.4 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 7 FEET SOUTH OF
 MA1486'THE SOUTHWEST GATEPOST, AND 0.5 FOOT SOUTHEAST OF A WHITE MARKER
 MA1486'POST.  A STANDARD DISK, STAMPED E 143 1941 AND SET IN THE TOP
 MA1486'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0874 ***********************************************************************
 KW0874  DESIGNATION -  E 144
 KW0874  PID         -  KW0874
 KW0874  STATE/COUNTY-  PA/DAUPHIN
 KW0874  USGS QUAD   -  HARRISBURG WEST (1987)
 KW0874
 KW0874                         *CURRENT SURVEY CONTROL
 KW0874  ___________________________________________________________________
 KW0874* NAD 83(1986)-  40 20 03.     (N)    076 54 05.     (W)     SCALED    
 KW0874* NAVD 88     -       106.532  (meters)     349.51   (feet)  ADJUSTED  
 KW0874  ___________________________________________________________________
 KW0874  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KW0874  DYNAMIC HT  -         106.479 (meters)     349.34  (feet)  COMP
 KW0874  MODELED GRAV-     980,133.1   (mgal)                       NAVD 88
 KW0874
 KW0874  VERT ORDER  -  FIRST     CLASS II
 KW0874
 KW0874.The horizontal coordinates were scaled from a topographic map and have
 KW0874.an estimated accuracy of +/- 6 seconds.
 KW0874
 KW0874.The orthometric height was determined by differential leveling
 KW0874.and adjusted by the National Geodetic Survey in June 1991..
 KW0874
 KW0874.The geoid height was determined by GEOID03.
 KW0874
 KW0874.The dynamic height is computed by dividing the NAVD 88
 KW0874.geopotential number by the normal gravity value computed on the
 KW0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0874.degrees latitude (g = 980.6199 gals.).
 KW0874
 KW0874.The modeled gravity was interpolated from observed gravity values.
 KW0874
 KW0874;                    North         East    Units  Estimated Accuracy
 KW0874;SPC PA S     -   111,470.      672,110.      MT  (+/- 180 meters Scaled)
 KW0874
 KW0874                          SUPERSEDED SURVEY CONTROL
 KW0874
 KW0874  NGVD 29 (??/??/??)  106.754  (m)          350.24   (f) ADJUSTED    1 2
 KW0874
 KW0874.Superseded values are not recommended for survey control.
 KW0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0874.See file dsdata.txt to determine how the superseded data were derived.
 KW0874
 KW0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK384665(NAD 83)
 KW0874_MARKER: DB = BENCH MARK DISK
 KW0874_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0874_SP_SET: BASE
 KW0874_STAMPING: E 144 1941
 KW0874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0874
 KW0874  HISTORY     - Date     Condition        Report By
 KW0874  HISTORY     - 1941     MONUMENTED       CGS
 KW0874  HISTORY     - 1960     GOOD             CGS
 KW0874  HISTORY     - 1966     MARK NOT FOUND   CGS
 KW0874  HISTORY     - 20010108 MARK NOT FOUND   PADT
 KW0874  HISTORY     - 20050514 MARK NOT FOUND   GEOCAC
 KW0874
 KW0874                          STATION DESCRIPTION
 KW0874
 KW0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0874'1.8 MI SE FROM MARYSVILLE.
 KW0874'IN DAUPHIN COUNTY, 1.8 MILES SOUTHEAST ALONG THE PENNSYLVANIA
 KW0874'RAILROAD FROM THE STATION AT MARYSVILLE, PERRY COUNTY, 149 FEET
 KW0874'SOUTHWEST OF THE SOUTHWEST SIDE OF THE YARDMASTERS OFFICE, 5.7
 KW0874'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK
 KW0874'LEADING SOUTH FROM THE WEST, 8 FEET NORTHWEST OF THE NORTHWEST
 KW0874'RAIL OF THE NORTHWEST TRACK LEADING NORTH AND SOUTH, AND IN THE
 KW0874'WEST CORNER OF THE SOUTHWEST CONCRETE BASE OF A SIGNAL TOWER.
 KW0874'A STANDARD DISK, STAMPED E 144 1941.
 KW0874
 KW0874                          STATION RECOVERY (1966)
 KW0874
 KW0874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KW0874'MARK NOT FOUND.
 KW0874
 KW0874                          STATION RECOVERY (2001)
 KW0874
 KW0874'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (SMM)
 KW0874'MARK NOT FOUND.
 KW0874
 KW0874                          STATION RECOVERY (2005)
 KW0874
 KW0874'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0875 ***********************************************************************
 KW0875  DESIGNATION -  E 144 RESET 1942
 KW0875  PID         -  KW0875
 KW0875  STATE/COUNTY-  PA/DAUPHIN
 KW0875  USGS QUAD   -  HARRISBURG WEST (1987)
 KW0875
 KW0875                         *CURRENT SURVEY CONTROL
 KW0875  ___________________________________________________________________
 KW0875* NAD 83(1986)-  40 20 07.     (N)    076 54 16.     (W)     SCALED    
 KW0875* NAVD 88     -       106.995  (meters)     351.03   (feet)  ADJUSTED  
 KW0875  ___________________________________________________________________
 KW0875  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 KW0875  DYNAMIC HT  -         106.943 (meters)     350.86  (feet)  COMP
 KW0875  MODELED GRAV-     980,133.5   (mgal)                       NAVD 88
 KW0875
 KW0875  VERT ORDER  -  FIRST     CLASS I
 KW0875
 KW0875.The horizontal coordinates were scaled from a topographic map and have
 KW0875.an estimated accuracy of +/- 6 seconds.
 KW0875
 KW0875.The orthometric height was determined by differential leveling
 KW0875.and adjusted by the National Geodetic Survey in June 1991..
 KW0875.WARNING-Repeat measurements at this control monument indicate possible
 KW0875.vertical movement.
 KW0875
 KW0875.The geoid height was determined by GEOID03.
 KW0875
 KW0875.The dynamic height is computed by dividing the NAVD 88
 KW0875.geopotential number by the normal gravity value computed on the
 KW0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0875.degrees latitude (g = 980.6199 gals.).
 KW0875
 KW0875.The modeled gravity was interpolated from observed gravity values.
 KW0875
 KW0875;                    North         East    Units  Estimated Accuracy
 KW0875;SPC PA S     -   111,600.      671,850.      MT  (+/- 180 meters Scaled)
 KW0875
 KW0875                          SUPERSEDED SURVEY CONTROL
 KW0875
 KW0875  NGVD 29 (??/??/??)  107.210  (m)          351.74   (f) ADJUSTED    1 1
 KW0875
 KW0875.Superseded values are not recommended for survey control.
 KW0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0875.See file dsdata.txt to determine how the superseded data were derived.
 KW0875
 KW0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK382667(NAD 83)
 KW0875_MARKER: DB = BENCH MARK DISK
 KW0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0875_SP_SET: STONE RETAINING WALL
 KW0875_STAMPING: E 144 RESET 1942
 KW0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0875+STABILITY: SURFACE MOTION
 KW0875_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0875+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 KW0875
 KW0875  HISTORY     - Date     Condition        Report By
 KW0875  HISTORY     - 1942     MONUMENTED       CGS
 KW0875  HISTORY     - 1966     GOOD             CGS
 KW0875  HISTORY     - 19950311 GOOD             USPSQD
 KW0875  HISTORY     - 20010108 GOOD             PADT
 KW0875  HISTORY     - 20060904 GOOD             GEOCAC
 KW0875
 KW0875                          STATION DESCRIPTION
 KW0875
 KW0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0875'5.2 MI N FROM HARRISBURG.
 KW0875'ABOUT 5.15 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW0875'STATION AT HARRISBURG, SET IN THE TOP OF THE SOUTHEAST CORNER
 KW0875'OF THE 45 DEGREE ANGLE IN THE STONE RETAINING WALL AT THE EAST
 KW0875'END OF THE ROCKVILLE RAILROAD BRIDGE OVER THE SUSQUEHANNA RIVER,
 KW0875'94 FEET NORTHEAST OF MILEPOST 110, 53 FEET NORTH OF THE NORTH
 KW0875'RAIL OF THE MOST NORTHERLY OF THREE SETS OF TRACKS WHICH CURVE
 KW0875'TO THE SOUTHEAST, 12 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 KW0875'NORTHWEST TRACK WHICH CURVES TO THE NORTHEAST, 23 1/2 FEET
 KW0875'SOUTHWEST OF BENCH MARK F 144, 2 FEET SOUTH OF A PIPE RAILING,
 KW0875'AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACKS.
 KW0875
 KW0875                          STATION RECOVERY (1995)
 KW0875
 KW0875'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW0875'RECOVERED IN GOOD CONDITION.
 KW0875
 KW0875                          STATION RECOVERY (2001)
 KW0875
 KW0875'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (SMM)
 KW0875'RECOVERED IN GOOD CONDITION.
 KW0875
 KW0875                          STATION RECOVERY (2006)
 KW0875
 KW0875'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1814 ***********************************************************************
 KW1814  DESIGNATION -  E 145
 KW1814  PID         -  KW1814
 KW1814  STATE/COUNTY-  PA/PERRY
 KW1814  USGS QUAD   -  NEWPORT (1973)
 KW1814
 KW1814                         *CURRENT SURVEY CONTROL
 KW1814  ___________________________________________________________________
 KW1814* NAD 83(1986)-  40 28 43.     (N)    077 07 48.     (W)     SCALED    
 KW1814* NAVD 88     -       124.284  (meters)     407.76   (feet)  ADJUSTED  
 KW1814  ___________________________________________________________________
 KW1814  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KW1814  DYNAMIC HT  -         124.226 (meters)     407.56  (feet)  COMP
 KW1814  MODELED GRAV-     980,151.8   (mgal)                       NAVD 88
 KW1814
 KW1814  VERT ORDER  -  FIRST     CLASS I
 KW1814
 KW1814.The horizontal coordinates were scaled from a topographic map and have
 KW1814.an estimated accuracy of +/- 6 seconds.
 KW1814
 KW1814.The orthometric height was determined by differential leveling
 KW1814.and adjusted by the National Geodetic Survey in June 1991..
 KW1814
 KW1814.The geoid height was determined by GEOID03.
 KW1814
 KW1814.The dynamic height is computed by dividing the NAVD 88
 KW1814.geopotential number by the normal gravity value computed on the
 KW1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1814.degrees latitude (g = 980.6199 gals.).
 KW1814
 KW1814.The modeled gravity was interpolated from observed gravity values.
 KW1814
 KW1814;                    North         East    Units  Estimated Accuracy
 KW1814;SPC PA S     -   127,350.      652,570.      MT  (+/- 180 meters Scaled)
 KW1814
 KW1814                          SUPERSEDED SURVEY CONTROL
 KW1814
 KW1814  NGVD 29 (??/??/??)  124.504  (m)          408.48   (f) ADJUSTED    1 1
 KW1814
 KW1814.Superseded values are not recommended for survey control.
 KW1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1814.See file dsdata.txt to determine how the superseded data were derived.
 KW1814
 KW1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK194830(NAD 83)
 KW1814_MARKER: DB = BENCH MARK DISK
 KW1814_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1814_SP_SET: ABUTMENT
 KW1814_STAMPING: E 145 1941
 KW1814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1814
 KW1814  HISTORY     - Date     Condition        Report By
 KW1814  HISTORY     - 1941     MONUMENTED       CGS
 KW1814  HISTORY     - 1966     GOOD             CGS
 KW1814
 KW1814                          STATION DESCRIPTION
 KW1814
 KW1814'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1814'AT NEWPORT.
 KW1814'AT NEWPORT, 3 RAILS NORTH ALONG THE PENNSYLVANIA RAILROAD
 KW1814'FROM THE ABANDONED STATION, 6 1/2 FEET WEST OF THE WEST RAIL
 KW1814'OF THE WEST TRACK, SET IN THE TOP OF THE WEST END OF THE NORTH
 KW1814'STONE ABUTMENT OF THE RAILROAD OVERPASS FOR STATE HIGHWAY
 KW1814'34, 2.2 FEET WEST OF THE NORTH END OF THE WEST STEEL GIRDER
 KW1814'OF THE BRIDGE, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 KW1814'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1364 ***********************************************************************
 KW1364  DESIGNATION -  E 146
 KW1364  PID         -  KW1364
 KW1364  STATE/COUNTY-  PA/DAUPHIN
 KW1364  USGS QUAD   -  MILLERSBURG (1969)
 KW1364
 KW1364                         *CURRENT SURVEY CONTROL
 KW1364  ___________________________________________________________________
 KW1364* NAD 83(1986)-  40 35 20.     (N)    076 56 38.     (W)     SCALED    
 KW1364* NAVD 88     -       122.399  (meters)     401.57   (feet)  ADJUSTED  
 KW1364  ___________________________________________________________________
 KW1364  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KW1364  DYNAMIC HT  -         122.341 (meters)     401.38  (feet)  COMP
 KW1364  MODELED GRAV-     980,151.4   (mgal)                       NAVD 88
 KW1364
 KW1364  VERT ORDER  -  FIRST     CLASS II
 KW1364
 KW1364.The horizontal coordinates were scaled from a topographic map and have
 KW1364.an estimated accuracy of +/- 6 seconds.
 KW1364
 KW1364.The orthometric height was determined by differential leveling
 KW1364.and adjusted by the National Geodetic Survey in June 1991..
 KW1364
 KW1364.The geoid height was determined by GEOID03.
 KW1364
 KW1364.The dynamic height is computed by dividing the NAVD 88
 KW1364.geopotential number by the normal gravity value computed on the
 KW1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1364.degrees latitude (g = 980.6199 gals.).
 KW1364
 KW1364.The modeled gravity was interpolated from observed gravity values.
 KW1364
 KW1364;                    North         East    Units  Estimated Accuracy
 KW1364;SPC PA S     -   139,720.      668,240.      MT  (+/- 180 meters Scaled)
 KW1364
 KW1364                          SUPERSEDED SURVEY CONTROL
 KW1364
 KW1364  NGVD 29 (??/??/??)  122.627  (m)          402.32   (f) ADJUSTED    1 2
 KW1364
 KW1364.Superseded values are not recommended for survey control.
 KW1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1364.See file dsdata.txt to determine how the superseded data were derived.
 KW1364
 KW1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK354949(NAD 83)
 KW1364_MARKER: DB = BENCH MARK DISK
 KW1364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1364_SP_SET: BASE
 KW1364_STAMPING: E 146 1941
 KW1364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1364
 KW1364  HISTORY     - Date     Condition        Report By
 KW1364  HISTORY     - 1941     MONUMENTED       CGS
 KW1364  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KW1364  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW1364  HISTORY     - 20060319 MARK NOT FOUND   GEOCAC
 KW1364
 KW1364                          STATION DESCRIPTION
 KW1364
 KW1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1364'4.3 MI N FROM MILLERSBURG.
 KW1364'4.5 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KW1364'AT MILLERSBURG, 0.2 MILE DOWNSTREAM FROM MILEPOST 117, ABOUT 210
 KW1364'FEET SOUTH OF A BROWN SHAKE-COVERED HOUSE, 146 FEET SOUTHWEST OF
 KW1364'THE CENTER OF A PRIVATE-ROAD CROSSING, ABOUT 100 FEET WEST OF THE
 KW1364'CENTERLINE OF STATE HIGHWAY 14, AND IN THE CONCRETE BASE OF
 KW1364'SIGNAL 1168.  A STANDARD DISK, STAMPED E 146 1941.
 KW1364
 KW1364                          STATION RECOVERY (1987)
 KW1364
 KW1364'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 KW1364'MARK NOT FOUND.
 KW1364
 KW1364                          STATION RECOVERY (1989)
 KW1364
 KW1364'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1364'MARK NOT FOUND.
 KW1364
 KW1364                          STATION RECOVERY (2006)
 KW1364
 KW1364'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW1364'RIVERWARD TRACK HAS BEEN REMOVED. AREA TO THE WEST OF THE REMAINING
 KW1364'TRACK HAS BEEN BULLDOZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1409 ***********************************************************************
 KW1409  DESIGNATION -  E 147
 KW1409  PID         -  KW1409
 KW1409  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW1409  USGS QUAD   -  NORTHUMBERLAND (1994)
 KW1409
 KW1409                         *CURRENT SURVEY CONTROL
 KW1409  ___________________________________________________________________
 KW1409* NAD 83(1986)-  40 56 29.     (N)    076 51 26.     (W)     SCALED    
 KW1409* NAVD 88     -       138.727  (meters)     455.14   (feet)  ADJUSTED  
 KW1409  ___________________________________________________________________
 KW1409  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KW1409  DYNAMIC HT  -         138.667 (meters)     454.94  (feet)  COMP
 KW1409  MODELED GRAV-     980,187.5   (mgal)                       NAVD 88
 KW1409
 KW1409  VERT ORDER  -  FIRST     CLASS II
 KW1409
 KW1409.The horizontal coordinates were scaled from a topographic map and have
 KW1409.an estimated accuracy of +/- 6 seconds.
 KW1409
 KW1409.The orthometric height was determined by differential leveling
 KW1409.and adjusted by the National Geodetic Survey in June 1991..
 KW1409
 KW1409.The geoid height was determined by GEOID03.
 KW1409
 KW1409.The dynamic height is computed by dividing the NAVD 88
 KW1409.geopotential number by the normal gravity value computed on the
 KW1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1409.degrees latitude (g = 980.6199 gals.).
 KW1409
 KW1409.The modeled gravity was interpolated from observed gravity values.
 KW1409
 KW1409;                    North         East    Units  Estimated Accuracy
 KW1409;SPC PA N     -    86,420.      675,180.      MT  (+/- 180 meters Scaled)
 KW1409
 KW1409                          SUPERSEDED SURVEY CONTROL
 KW1409
 KW1409  NGVD 29 (??/??/??)  138.956  (m)          455.89   (f) ADJUSTED    1 2
 KW1409
 KW1409.Superseded values are not recommended for survey control.
 KW1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1409.See file dsdata.txt to determine how the superseded data were derived.
 KW1409
 KW1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL436339(NAD 83)
 KW1409_MARKER: DB = BENCH MARK DISK
 KW1409_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1409_SP_SET: ABUTMENT
 KW1409_STAMPING: E 147 1941
 KW1409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1409
 KW1409  HISTORY     - Date     Condition        Report By
 KW1409  HISTORY     - 1941     MONUMENTED       CGS
 KW1409  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KW1409  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW1409  HISTORY     - 19990601 GOOD             PADT
 KW1409
 KW1409                          STATION DESCRIPTION
 KW1409
 KW1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1409'1.7 MI S FROM MONTANDON.
 KW1409'1.7 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1409'STATION AT MONTANDON, 0.4 MILE NORTH OF MILEPOST 281, AT A
 KW1409'HIGHWAY BRIDGE OVER THE TRACK, IN THE EAST ABUTMENT, 12 FEET
 KW1409'EAST OF THE EAST RAIL, AND ABOUT 4 FEET HIGHER THAN THE RAIL.
 KW1409'A STANDARD DISK, STAMPED E 147 1941 AND SET VERTICALLY.
 KW1409
 KW1409                          STATION RECOVERY (1987)
 KW1409
 KW1409'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 KW1409'MARK NOT FOUND.
 KW1409
 KW1409                          STATION RECOVERY (1989)
 KW1409
 KW1409'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1409'MARK NOT FOUND.
 KW1409
 KW1409                          STATION RECOVERY (1999)
 KW1409
 KW1409'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (MBJ)
 KW1409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0614 ***********************************************************************
 LY0614  DESIGNATION -  E 148
 LY0614  PID         -  LY0614
 LY0614  STATE/COUNTY-  PA/PIKE
 LY0614  USGS QUAD   -  POND EDDY (1992)
 LY0614
 LY0614                         *CURRENT SURVEY CONTROL
 LY0614  ___________________________________________________________________
 LY0614* NAD 83(1986)-  41 26 11.     (N)    074 48 22.     (W)     SCALED    
 LY0614* NAVD 88     -       174.955  (meters)     574.00   (feet)  ADJUSTED  
 LY0614  ___________________________________________________________________
 LY0614  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 LY0614  DYNAMIC HT  -         174.881 (meters)     573.76  (feet)  COMP
 LY0614  MODELED GRAV-     980,198.9   (mgal)                       NAVD 88
 LY0614
 LY0614  VERT ORDER  -  FIRST     CLASS II
 LY0614
 LY0614.The horizontal coordinates were scaled from a topographic map and have
 LY0614.an estimated accuracy of +/- 6 seconds.
 LY0614
 LY0614.The orthometric height was determined by differential leveling
 LY0614.and adjusted by the National Geodetic Survey in June 1991..
 LY0614
 LY0614.The geoid height was determined by GEOID03.
 LY0614
 LY0614.The dynamic height is computed by dividing the NAVD 88
 LY0614.geopotential number by the normal gravity value computed on the
 LY0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0614.degrees latitude (g = 980.6199 gals.).
 LY0614
 LY0614.The modeled gravity was interpolated from observed gravity values.
 LY0614
 LY0614;                    North         East    Units  Estimated Accuracy
 LY0614;SPC PA N     -   145,190.      845,990.      MT  (+/- 180 meters Scaled)
 LY0614
 LY0614                          SUPERSEDED SURVEY CONTROL
 LY0614
 LY0614  NGVD 29 (??/??/92)  175.127  (m)          574.56   (f) ADJ UNCH    1 2
 LY0614
 LY0614.Superseded values are not recommended for survey control.
 LY0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0614.See file dsdata.txt to determine how the superseded data were derived.
 LY0614
 LY0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL161872(NAD 83)
 LY0614_MARKER: DB = BENCH MARK DISK
 LY0614_SETTING: 0 = UNSPECIFIED SETTING
 LY0614_STAMPING: E 148 1941
 LY0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0614
 LY0614  HISTORY     - Date     Condition        Report By
 LY0614  HISTORY     - 1941     MONUMENTED       CGS
 LY0614
 LY0614                          STATION DESCRIPTION
 LY0614
 LY0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LY0614'1.3 MI SE FROM POND EDDY.
 LY0614'1.3 MILES SOUTHEAST ALONG THE ERIE RAILROAD FROM THE STATION
 LY0614'AT POND EDDY, PIKE COUNTY, ABOUT 0.1 MILE NORTH OF MILEPOST 97,
 LY0614'4 FEET NORTH OF A POLE, DIRECTLY OPPOSITE A DISPATCHERS TELEPHONE
 LY0614'BOOTH, AND 34.6 FEET WEST OF THE WEST RAIL OF THE SOUTH-BOUND
 LY0614'TRACK.  A STANDARD DISK, STAMPED E 148 1941 AND SET IN THE TOP
 LY0614'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0019 ***********************************************************************
 KX0019  DESIGNATION -  E 149
 KX0019  PID         -  KX0019
 KX0019  STATE/COUNTY-  PA/HUNTINGDON
 KX0019  USGS QUAD   -  TYRONE (1994)
 KX0019
 KX0019                         *CURRENT SURVEY CONTROL
 KX0019  ___________________________________________________________________
 KX0019* NAD 83(1986)-  40 37 35.     (N)    078 10 18.     (W)     SCALED    
 KX0019* NAVD 88     -       250.403  (meters)     821.53   (feet)  POSTED    
 KX0019  ___________________________________________________________________
 KX0019  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KX0019  DYNAMIC HT  -         250.280 (meters)     821.13  (feet)  COMP
 KX0019  MODELED GRAV-     980,116.4   (mgal)                       NAVD 88
 KX0019
 KX0019  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KX0019
 KX0019.The horizontal coordinates were scaled from a topographic map and have
 KX0019.an estimated accuracy of +/- 6 seconds.
 KX0019
 KX0019.The orthometric height was determined by differential leveling
 KX0019.and adjusted by the National Geodetic Survey in 1992..
 KX0019.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KX0019.rate of 2.1 thru 3.0 mm/km.
 KX0019
 KX0019.The geoid height was determined by GEOID03.
 KX0019
 KX0019.The dynamic height is computed by dividing the NAVD 88
 KX0019.geopotential number by the normal gravity value computed on the
 KX0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0019.degrees latitude (g = 980.6199 gals.).
 KX0019
 KX0019.The modeled gravity was interpolated from observed gravity values.
 KX0019
 KX0019;                    North         East    Units  Estimated Accuracy
 KX0019;SPC PA S     -   143,660.      564,330.      MT  (+/- 180 meters Scaled)
 KX0019
 KX0019                          SUPERSEDED SURVEY CONTROL
 KX0019
 KX0019  NGVD 29 (??/??/92)  250.59   (m)          822.1    (f) COMPUTED    1 2
 KX0019
 KX0019.Superseded values are not recommended for survey control.
 KX0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0019.See file dsdata.txt to determine how the superseded data were derived.
 KX0019
 KX0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF392011(NAD 83)
 KX0019_MARKER: DB = BENCH MARK DISK
 KX0019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0019_SP_SET: ABUTMENT
 KX0019_STAMPING: E 149 1941
 KX0019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0019
 KX0019  HISTORY     - Date     Condition        Report By
 KX0019  HISTORY     - 1941     MONUMENTED       CGS
 KX0019  HISTORY     - 20031118 MARK NOT FOUND   PADT
 KX0019
 KX0019                          STATION DESCRIPTION
 KX0019
 KX0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX0019'4.9 MI SE FROM TYRONE.
 KX0019'4.9 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0019'STATION AT TYRONE, 0.2 MILE NORTHWEST OF MILE-POST NO. 217, SET
 KX0019'IN THE WEST CORNER OF THE SOUTH ABUTMENT OF BRIDGE NO. 217-25,
 KX0019'3.8 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, 1.5 FEET
 KX0019'NORTHEAST OF THE SOUTHWEST END OF THE ABUTMENT, 0.6 FOOT
 KX0019'NORTHWEST OF THE SOUTHEAST EDGE, ABOUT 0.5 FOOT BELOW TRACK
 KX0019'LEVEL.  A STANDARD DISK STAMPED E-149 1941.
 KX0019
 KX0019                          STATION RECOVERY (2003)
 KX0019
 KX0019'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (TRN)
 KX0019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0020 ***********************************************************************
 KX0020  DESIGNATION -  E 149 RESET 1942
 KX0020  PID         -  KX0020
 KX0020  STATE/COUNTY-  PA/HUNTINGDON
 KX0020  USGS QUAD   -  TYRONE (1994)
 KX0020
 KX0020                         *CURRENT SURVEY CONTROL
 KX0020  ___________________________________________________________________
 KX0020* NAD 83(1986)-  40 37 35.     (N)    078 10 18.     (W)     SCALED    
 KX0020* NAVD 88     -       250.961  (meters)     823.36   (feet)  ADJUSTED  
 KX0020  ___________________________________________________________________
 KX0020  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KX0020  DYNAMIC HT  -         250.835 (meters)     822.95  (feet)  COMP
 KX0020  MODELED GRAV-     980,116.4   (mgal)                       NAVD 88
 KX0020
 KX0020  VERT ORDER  -  FIRST     CLASS I
 KX0020
 KX0020.The horizontal coordinates were scaled from a topographic map and have
 KX0020.an estimated accuracy of +/- 6 seconds.
 KX0020
 KX0020.The orthometric height was determined by differential leveling
 KX0020.and adjusted by the National Geodetic Survey in June 1991..
 KX0020
 KX0020.The geoid height was determined by GEOID03.
 KX0020
 KX0020.The dynamic height is computed by dividing the NAVD 88
 KX0020.geopotential number by the normal gravity value computed on the
 KX0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0020.degrees latitude (g = 980.6199 gals.).
 KX0020
 KX0020.The modeled gravity was interpolated from observed gravity values.
 KX0020
 KX0020;                    North         East    Units  Estimated Accuracy
 KX0020;SPC PA S     -   143,660.      564,330.      MT  (+/- 180 meters Scaled)
 KX0020
 KX0020                          SUPERSEDED SURVEY CONTROL
 KX0020
 KX0020  NGVD 29 (??/??/92)  251.146  (m)          823.97   (f) ADJ UNCH    1 1
 KX0020
 KX0020.Superseded values are not recommended for survey control.
 KX0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0020.See file dsdata.txt to determine how the superseded data were derived.
 KX0020
 KX0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF392011(NAD 83)
 KX0020_MARKER: DB = BENCH MARK DISK
 KX0020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0020_SP_SET: ABUTMENT
 KX0020_STAMPING: E 149 RESET 1952
 KX0020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0020
 KX0020  HISTORY     - Date     Condition        Report By
 KX0020  HISTORY     - 1952     MONUMENTED       CGS
 KX0020  HISTORY     - 1966     GOOD             NGS
 KX0020
 KX0020                          STATION DESCRIPTION
 KX0020
 KX0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0020'4.8 MI SE FROM TYRONE.
 KX0020'ABOUT 4.75 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD
 KX0020'FROM THE STATION AT TYRONE, 0.25 MILE NORTHWEST OF MILEPOST
 KX0020'217, 5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST
 KX0020'SET OF TRACKS, SET IN THE TOP OF THE SOUTH END OF THE SOUTHEAST
 KX0020'ABUTMENT OF RAILROAD BRIDGE NUMBER 217/25 OVER A ROAD AND THE
 KX0020'LITTLE JUNIATA RIVER, AND ABOUT LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1637 ***********************************************************************
 KW1637  DESIGNATION -  E 150
 KW1637  PID         -  KW1637
 KW1637  STATE/COUNTY-  PA/SNYDER
 KW1637  USGS QUAD   -  BEAVERTOWN (1973)
 KW1637
 KW1637                         *CURRENT SURVEY CONTROL
 KW1637  ___________________________________________________________________
 KW1637* NAD 83(1986)-  40 45 23.     (N)    077 12 31.     (W)     SCALED    
 KW1637* NAVD 88     -       176.542  (meters)     579.20   (feet)  ADJUSTED  
 KW1637  ___________________________________________________________________
 KW1637  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KW1637  DYNAMIC HT  -         176.459 (meters)     578.93  (feet)  COMP
 KW1637  MODELED GRAV-     980,154.4   (mgal)                       NAVD 88
 KW1637
 KW1637  VERT ORDER  -  SECOND    CLASS 0
 KW1637
 KW1637.The horizontal coordinates were scaled from a topographic map and have
 KW1637.an estimated accuracy of +/- 6 seconds.
 KW1637
 KW1637.The orthometric height was determined by differential leveling
 KW1637.and adjusted by the National Geodetic Survey in June 1991..
 KW1637
 KW1637.The geoid height was determined by GEOID03.
 KW1637
 KW1637.The dynamic height is computed by dividing the NAVD 88
 KW1637.geopotential number by the normal gravity value computed on the
 KW1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1637.degrees latitude (g = 980.6199 gals.).
 KW1637
 KW1637.The modeled gravity was interpolated from observed gravity values.
 KW1637
 KW1637;                    North         East    Units  Estimated Accuracy
 KW1637;SPC PA S     -   158,150.      645,720.      MT  (+/- 180 meters Scaled)
 KW1637
 KW1637                          SUPERSEDED SURVEY CONTROL
 KW1637
 KW1637  NGVD 29 (??/??/??)  176.769  (m)          579.95   (f) ADJUSTED    2 0
 KW1637
 KW1637.Superseded values are not recommended for survey control.
 KW1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1637.See file dsdata.txt to determine how the superseded data were derived.
 KW1637
 KW1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL135140(NAD 83)
 KW1637_MARKER: DB = BENCH MARK DISK
 KW1637_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1637_SP_SET: BRIDGE
 KW1637_STAMPING: E 150 1941
 KW1637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1637
 KW1637  HISTORY     - Date     Condition        Report By
 KW1637  HISTORY     - 1941     MONUMENTED       CGS
 KW1637
 KW1637                          STATION DESCRIPTION
 KW1637
 KW1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1637'0.8 MI N FROM BEAVER SPRINGS.
 KW1637'0.8 MILE NORTH ALONG STATE HIGHWAY 929 FROM THE PENNSYLVANIA
 KW1637'RAILROAD STATION AT BEAVER SPRINGS, AT BRIDGE 37+27 OVER BEAVER
 KW1637'CREEK, IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 KW1637'GUARD RAIL, 15.7 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 KW1637'AND 3.4 FEET HIGHER THAN THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3478 ***********************************************************************
 JV3478  DESIGNATION -  E 151
 JV3478  PID         -  JV3478
 JV3478  STATE/COUNTY-  PA/FRANKLIN
 JV3478  USGS QUAD   -  WILLIAMSON (1990)
 JV3478
 JV3478                         *CURRENT SURVEY CONTROL
 JV3478  ___________________________________________________________________
 JV3478* NAD 83(1986)-  39 48 08.     (N)    077 51 23.     (W)     SCALED    
 JV3478* NAVD 88     -       165.489  (meters)     542.94   (feet)  ADJUSTED  
 JV3478  ___________________________________________________________________
 JV3478  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 JV3478  DYNAMIC HT  -         165.394 (meters)     542.63  (feet)  COMP
 JV3478  MODELED GRAV-     980,051.3   (mgal)                       NAVD 88
 JV3478
 JV3478  VERT ORDER  -  SECOND    CLASS 0
 JV3478
 JV3478.The horizontal coordinates were scaled from a topographic map and have
 JV3478.an estimated accuracy of +/- 6 seconds.
 JV3478
 JV3478.The orthometric height was determined by differential leveling
 JV3478.and adjusted by the National Geodetic Survey in June 1991..
 JV3478
 JV3478.The geoid height was determined by GEOID03.
 JV3478
 JV3478.The dynamic height is computed by dividing the NAVD 88
 JV3478.geopotential number by the normal gravity value computed on the
 JV3478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3478.degrees latitude (g = 980.6199 gals.).
 JV3478
 JV3478.The modeled gravity was interpolated from observed gravity values.
 JV3478
 JV3478;                    North         East    Units  Estimated Accuracy
 JV3478;SPC PA S     -    52,070.      590,890.      MT  (+/- 180 meters Scaled)
 JV3478
 JV3478                          SUPERSEDED SURVEY CONTROL
 JV3478
 JV3478  NGVD 29 (??/??/??)  165.682  (m)          543.58   (f) ADJUSTED    2 0
 JV3478
 JV3478.Superseded values are not recommended for survey control.
 JV3478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3478.See file dsdata.txt to determine how the superseded data were derived.
 JV3478
 JV3478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK554097(NAD 83)
 JV3478_MARKER: DB = BENCH MARK DISK
 JV3478_SETTING: 66 = SET IN ROCK OUTCROP
 JV3478_SP_SET: ROCK OUTCROP
 JV3478_STAMPING: E-151 1942
 JV3478_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV3478+STABILITY: POSITION/ELEVATION WELL
 JV3478
 JV3478  HISTORY     - Date     Condition        Report By
 JV3478  HISTORY     - 1942     MONUMENTED       CGS
 JV3478
 JV3478                          STATION DESCRIPTION
 JV3478
 JV3478'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3478'2.6 MI W FROM UPTON.
 JV3478'2.6 MILES WEST ALONG STATE HIGHWAY NO. 16 FROM THE GRADE SCHOOL
 JV3478'AT UPTON, SET IN TOP OF A ROCK OUT-CROP NEAR THE NORTHWEST CORNER
 JV3478'OF A LARGE FIELD, 288 FEET EAST OF CENTER-LINE OF SIDE ROAD
 JV3478'LEADING SOUTH ALONG THE EAST EDGE OF AN ORCHARD, 64.7 FEET EAST
 JV3478'OF POLE NO. 433, 64 FEET WEST OF POLE NO. 432, 23 FEET SOUTH OF
 JV3478'CENTER-LINE OF THE HIGHWAY, 1.9 FEET SOUTH OF THE RIGHT-OF-WAY
 JV3478'FENCE.  A STANDARD DISK, SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3479 ***********************************************************************
 JV3479  DESIGNATION -  E 151 RESET 1958 PADH
 JV3479  PID         -  JV3479
 JV3479  STATE/COUNTY-  PA/FRANKLIN
 JV3479  USGS QUAD   -  WILLIAMSON (1990)
 JV3479
 JV3479                         *CURRENT SURVEY CONTROL
 JV3479  ___________________________________________________________________
 JV3479* NAD 83(1986)-  39 48 08.     (N)    077 51 23.     (W)     SCALED    
 JV3479* NAVD 88     -       165.06   (+/-2cm)     541.5    (feet)  VERTCON   
 JV3479  ___________________________________________________________________
 JV3479  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 JV3479
 JV3479  VERT ORDER  -  THIRD (See Below)
 JV3479
 JV3479.The horizontal coordinates were scaled from a topographic map and have
 JV3479.an estimated accuracy of +/- 6 seconds.
 JV3479
 JV3479.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV3479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV3479.The vertical order pertains to the NGVD 29 superseded value.
 JV3479
 JV3479.The geoid height was determined by GEOID03.
 JV3479
 JV3479;                    North         East    Units  Estimated Accuracy
 JV3479;SPC PA S     -    52,070.      590,890.      MT  (+/- 180 meters Scaled)
 JV3479
 JV3479                          SUPERSEDED SURVEY CONTROL
 JV3479
 JV3479  NGVD 29 (??/??/??)  165.25   (m)          542.2    (f) RESET       3  
 JV3479
 JV3479.Superseded values are not recommended for survey control.
 JV3479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3479.See file dsdata.txt to determine how the superseded data were derived.
 JV3479
 JV3479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK554097(NAD 83)
 JV3479_MARKER: DB = BENCH MARK DISK
 JV3479_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3479_SP_SET: HEADWALL
 JV3479_STAMPING: E 151 RESET 1958
 JV3479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3479
 JV3479  HISTORY     - Date     Condition        Report By
 JV3479  HISTORY     - 1958     MONUMENTED       PADH
 JV3479  HISTORY     - 1959     GOOD             CGS
 JV3479
 JV3479                          STATION DESCRIPTION
 JV3479
 JV3479'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JV3479'2.6 MI W FROM UPTON.
 JV3479'THE MARK IS LOCATED 2.6 MILES WEST ALONG STATE HIGHWAY NO. 16
 JV3479'FROM THE GRADE SCHOOL AT UPTON, 345 FEET EAST OF THE CENTERLINE
 JV3479'OF A TOWNSHIP ROAD LEADING SOUTH, 25 FEET NORTH OF THE CENTERLINE
 JV3479'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2366 ***********************************************************************
 KW2366  DESIGNATION -  E 152
 KW2366  PID         -  KW2366
 KW2366  STATE/COUNTY-  PA/MIFFLIN
 KW2366  USGS QUAD   -  BARRVILLE (1998)
 KW2366
 KW2366                         *CURRENT SURVEY CONTROL
 KW2366  ___________________________________________________________________
 KW2366* NAD 83(1986)-  40 43 43.     (N)    077 37 46.     (W)     SCALED    
 KW2366* NAVD 88     -       329.295  (meters)    1080.36   (feet)  ADJUSTED  
 KW2366  ___________________________________________________________________
 KW2366  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KW2366  DYNAMIC HT  -         329.127 (meters)    1079.81  (feet)  COMP
 KW2366  MODELED GRAV-     980,105.8   (mgal)                       NAVD 88
 KW2366
 KW2366  VERT ORDER  -  SECOND    CLASS 0
 KW2366
 KW2366.The horizontal coordinates were scaled from a topographic map and have
 KW2366.an estimated accuracy of +/- 6 seconds.
 KW2366
 KW2366.The orthometric height was determined by differential leveling
 KW2366.and adjusted by the National Geodetic Survey in June 1991..
 KW2366
 KW2366.The geoid height was determined by GEOID03.
 KW2366
 KW2366.The dynamic height is computed by dividing the NAVD 88
 KW2366.geopotential number by the normal gravity value computed on the
 KW2366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2366.degrees latitude (g = 980.6199 gals.).
 KW2366
 KW2366.The modeled gravity was interpolated from observed gravity values.
 KW2366
 KW2366;                    North         East    Units  Estimated Accuracy
 KW2366;SPC PA S     -   154,930.      610,180.      MT  (+/- 180 meters Scaled)
 KW2366
 KW2366                          SUPERSEDED SURVEY CONTROL
 KW2366
 KW2366  NGVD 29 (??/??/??)  329.496  (m)         1081.02   (f) ADJUSTED    2 0
 KW2366
 KW2366.Superseded values are not recommended for survey control.
 KW2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2366.See file dsdata.txt to determine how the superseded data were derived.
 KW2366
 KW2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL779119(NAD 83)
 KW2366_MARKER: DB = BENCH MARK DISK
 KW2366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2366_SP_SET: ABUTMENT
 KW2366_STAMPING: E 152 1941
 KW2366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2366
 KW2366  HISTORY     - Date     Condition        Report By
 KW2366  HISTORY     - 1941     MONUMENTED       CGS
 KW2366
 KW2366                          STATION DESCRIPTION
 KW2366
 KW2366'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW2366'7.1 MI N FROM REEDSVILLE.
 KW2366'ABOUT 7.1 MILES NORTH ALONG U.S. HIGHWAY 322 FROM THE
 KW2366'PENNSYLVANIA RAILROAD STATION AT REEDSVILLE, MIFFLIN COUNTY, AT
 KW2366'BRIDGE 607-24 OVER LAUREL CREEK, IN THE TOP OF THE NORTH CORNER
 KW2366'OF THE EAST ABUTMENT, 29 FEET WEST OF THE CENTER LINE OF A SIDE
 KW2366'ROAD LEADING NORTH, 22.4 FEET NORTH OF THE CENTER LINE OF THE
 KW2366'HIGHWAY, AND 2.5 FEET WEST OF THE LAUREL CREEK SIGN.  A STANDARD
 KW2366'DISK, STAMPED E 152 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3600 ***********************************************************************
 JV3600  DESIGNATION -  E 152
 JV3600  PID         -  JV3600
 JV3600  STATE/COUNTY-  PA/FRANKLIN
 JV3600  USGS QUAD   -  MERCERSBURG (1990)
 JV3600
 JV3600                         *CURRENT SURVEY CONTROL
 JV3600  ___________________________________________________________________
 JV3600* NAD 83(1986)-  39 49 03.     (N)    077 55 58.     (W)     SCALED    
 JV3600* NAVD 88     -       187.119  (meters)     613.91   (feet)  ADJUSTED  
 JV3600  ___________________________________________________________________
 JV3600  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 JV3600  DYNAMIC HT  -         187.011 (meters)     613.55  (feet)  COMP
 JV3600  MODELED GRAV-     980,045.7   (mgal)                       NAVD 88
 JV3600
 JV3600  VERT ORDER  -  SECOND    CLASS 0
 JV3600
 JV3600.The horizontal coordinates were scaled from a topographic map and have
 JV3600.an estimated accuracy of +/- 6 seconds.
 JV3600
 JV3600.The orthometric height was determined by differential leveling
 JV3600.and adjusted by the National Geodetic Survey in June 1991..
 JV3600
 JV3600.The geoid height was determined by GEOID03.
 JV3600
 JV3600.The dynamic height is computed by dividing the NAVD 88
 JV3600.geopotential number by the normal gravity value computed on the
 JV3600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3600.degrees latitude (g = 980.6199 gals.).
 JV3600
 JV3600.The modeled gravity was interpolated from observed gravity values.
 JV3600
 JV3600;                    North         East    Units  Estimated Accuracy
 JV3600;SPC PA S     -    53,780.      584,350.      MT  (+/- 180 meters Scaled)
 JV3600
 JV3600                          SUPERSEDED SURVEY CONTROL
 JV3600
 JV3600  NGVD 29 (??/??/??)  187.313  (m)          614.54   (f) ADJUSTED    2 0
 JV3600
 JV3600.Superseded values are not recommended for survey control.
 JV3600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3600.See file dsdata.txt to determine how the superseded data were derived.
 JV3600
 JV3600_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK489116(NAD 83)
 JV3600_MARKER: DB = BENCH MARK DISK
 JV3600_SETTING: 80 = SET IN A BOULDER
 JV3600_SP_SET: BOULDER
 JV3600_STAMPING: E 152 1942
 JV3600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3600+STABILITY: SURFACE MOTION
 JV3600
 JV3600  HISTORY     - Date     Condition        Report By
 JV3600  HISTORY     - 1942     MONUMENTED       CGS
 JV3600
 JV3600                          STATION DESCRIPTION
 JV3600
 JV3600'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3600'2 MI SW FROM MERCERSBURG.
 JV3600'2.0 MILES SOUTHWEST ALONG THE COUNTY ROAD FROM THE POST OFFICE
 JV3600'AT MERCERSBURG, SET IN A ROCK BOULDER AT THE SOUTH EDGE OF A
 JV3600'FIELD, 201 FEET WEST OF POLE NO. 3275, 195.3 FEET EAST OF A POLE
 JV3600'NEAR A WIRE GATE, POLE NO. 3276, 31 FEET NORTH OF CENTER LINE OF
 JV3600'THE ROAD, 15.3 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2160 ***********************************************************************
 KW2160  DESIGNATION -  E 153
 KW2160  PID         -  KW2160
 KW2160  STATE/COUNTY-  PA/MIFFLIN
 KW2160  USGS QUAD   -  MC VEYTOWN (1971)
 KW2160
 KW2160                         *CURRENT SURVEY CONTROL
 KW2160  ___________________________________________________________________
 KW2160* NAD 83(1986)-  40 27 24.     (N)    077 44 09.     (W)     SCALED    
 KW2160* NAVD 88     -       157.719  (meters)     517.45   (feet)  ADJUSTED  
 KW2160  ___________________________________________________________________
 KW2160  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KW2160  DYNAMIC HT  -         157.639 (meters)     517.19  (feet)  COMP
 KW2160  MODELED GRAV-     980,116.0   (mgal)                       NAVD 88
 KW2160
 KW2160  VERT ORDER  -  FIRST     CLASS I
 KW2160
 KW2160.The horizontal coordinates were scaled from a topographic map and have
 KW2160.an estimated accuracy of +/- 6 seconds.
 KW2160
 KW2160.The orthometric height was determined by differential leveling
 KW2160.and adjusted by the National Geodetic Survey in June 1991..
 KW2160
 KW2160.The geoid height was determined by GEOID03.
 KW2160
 KW2160.The dynamic height is computed by dividing the NAVD 88
 KW2160.geopotential number by the normal gravity value computed on the
 KW2160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2160.degrees latitude (g = 980.6199 gals.).
 KW2160
 KW2160.The modeled gravity was interpolated from observed gravity values.
 KW2160
 KW2160;                    North         East    Units  Estimated Accuracy
 KW2160;SPC PA S     -   124,730.      601,200.      MT  (+/- 180 meters Scaled)
 KW2160
 KW2160                          SUPERSEDED SURVEY CONTROL
 KW2160
 KW2160  NGVD 29 (??/??/??)  157.927  (m)          518.13   (f) ADJUSTED    1 1
 KW2160
 KW2160.Superseded values are not recommended for survey control.
 KW2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2160.See file dsdata.txt to determine how the superseded data were derived.
 KW2160
 KW2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK680820(NAD 83)
 KW2160_MARKER: DB = BENCH MARK DISK
 KW2160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2160_SP_SET: FOUNDATION
 KW2160_STAMPING: E 153 1941
 KW2160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2160
 KW2160  HISTORY     - Date     Condition        Report By
 KW2160  HISTORY     - 1941     MONUMENTED       CGS
 KW2160  HISTORY     - 1966     GOOD             CGS
 KW2160
 KW2160                          STATION DESCRIPTION
 KW2160
 KW2160'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2160'2.8 MI S FROM MC VEYTOWN.
 KW2160'2.75 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM A CROSSING
 KW2160'OF THE RAILROAD AND A PAVED ROAD AT MC VEYTOWN, 43 RAILS SOUTH
 KW2160'OF MILEPOST 180, 6 1/2 FEET EAST OF THE EAST RAIL OF THE EAST SET
 KW2160'OF TRACKS, 5 1/2 FEET WEST OF A TELEPONE POLE, 3.7 FEET NORTHWEST
 KW2160'OF THE NORTHWEST CORNER OF A BATTERY BOX FOR A RAILROAD SIGNAL,
 KW2160'SET IN THE TOP OF THE SOUTHWEST CORNER OF THE MORE SOUTHERLY OF
 KW2160'TWO ABANDONED CONCRETE FOUNDATIONS FOR A SIGNAL GANTRY, AND ABOUT
 KW2160'1 FOOT BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1886 ***********************************************************************
 KW1886  DESIGNATION -  E 153
 KW1886  PID         -  KW1886
 KW1886  STATE/COUNTY-  PA/PERRY
 KW1886  USGS QUAD   -  SHERMANS DALE (1984)
 KW1886
 KW1886                         *CURRENT SURVEY CONTROL
 KW1886  ___________________________________________________________________
 KW1886* NAD 83(1986)-  40 18 50.     (N)    077 09 16.     (W)     SCALED    
 KW1886* NAVD 88     -       159.363  (meters)     522.84   (feet)  ADJUSTED  
 KW1886  ___________________________________________________________________
 KW1886  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KW1886  DYNAMIC HT  -         159.284 (meters)     522.58  (feet)  COMP
 KW1886  MODELED GRAV-     980,127.7   (mgal)                       NAVD 88
 KW1886
 KW1886  VERT ORDER  -  SECOND    CLASS 0
 KW1886
 KW1886.The horizontal coordinates were scaled from a topographic map and have
 KW1886.an estimated accuracy of +/- 6 seconds.
 KW1886
 KW1886.The orthometric height was determined by differential leveling
 KW1886.and adjusted by the National Geodetic Survey in June 1991..
 KW1886
 KW1886.The geoid height was determined by GEOID03.
 KW1886
 KW1886.The dynamic height is computed by dividing the NAVD 88
 KW1886.geopotential number by the normal gravity value computed on the
 KW1886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1886.degrees latitude (g = 980.6199 gals.).
 KW1886
 KW1886.The modeled gravity was interpolated from observed gravity values.
 KW1886
 KW1886;                    North         East    Units  Estimated Accuracy
 KW1886;SPC PA S     -   109,050.      650,620.      MT  (+/- 180 meters Scaled)
 KW1886
 KW1886                          SUPERSEDED SURVEY CONTROL
 KW1886
 KW1886  NGVD 29 (??/??/??)  159.582  (m)          523.56   (f) ADJUSTED    2 0
 KW1886
 KW1886.Superseded values are not recommended for survey control.
 KW1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1886.See file dsdata.txt to determine how the superseded data were derived.
 KW1886
 KW1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK169648(NAD 83)
 KW1886_MARKER: DB = BENCH MARK DISK
 KW1886_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1886_SP_SET: CULVERT
 KW1886_STAMPING: E 143 1942
 KW1886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1886
 KW1886  HISTORY     - Date     Condition        Report By
 KW1886  HISTORY     - 1942     MONUMENTED       CGS
 KW1886
 KW1886                          STATION DESCRIPTION
 KW1886
 KW1886'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1886'1.3 MI SE FROM SHERMANSDALE.
 KW1886'1.3 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 34 FROM THE POST
 KW1886'OFFICE AT SHERMANSDALE, SET IN THE CENTER OF THE NORTHEAST
 KW1886'HEADWALL OF THE 18-INCH PIPE CULVERT HEADWALL, CULVERT NO.
 KW1886'102 + 67, ABOUT 225 FEET WEST OF A 2-STORY FARM HOUSE ON A SMALL
 KW1886'HILL, 14 FEET NORTHEAST OF THE CENTER-LINE OF THE HIGHWAY, 11
 KW1886'FEET SOUTH-SOUTHWEST OF TELEPHONE POLE NO. 421, 6 FEET SOUTHWEST
 KW1886'OF THE RIGHT-OF-WAY FENCE, A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1894 ***********************************************************************
 KW1894  DESIGNATION -  E 154
 KW1894  PID         -  KW1894
 KW1894  STATE/COUNTY-  PA/CUMBERLAND
 KW1894  USGS QUAD   -  CARLISLE (1984)
 KW1894
 KW1894                         *CURRENT SURVEY CONTROL
 KW1894  ___________________________________________________________________
 KW1894* NAD 83(1986)-  40 13 28.     (N)    077 10 52.     (W)     SCALED    
 KW1894* NAVD 88     -       159.301  (meters)     522.64   (feet)  ADJUSTED  
 KW1894  ___________________________________________________________________
 KW1894  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KW1894  DYNAMIC HT  -         159.221 (meters)     522.38  (feet)  COMP
 KW1894  MODELED GRAV-     980,118.6   (mgal)                       NAVD 88
 KW1894
 KW1894  VERT ORDER  -  SECOND    CLASS 0
 KW1894
 KW1894.The horizontal coordinates were scaled from a topographic map and have
 KW1894.an estimated accuracy of +/- 6 seconds.
 KW1894
 KW1894.The orthometric height was determined by differential leveling
 KW1894.and adjusted by the National Geodetic Survey in June 1991..
 KW1894
 KW1894.The geoid height was determined by GEOID03.
 KW1894
 KW1894.The dynamic height is computed by dividing the NAVD 88
 KW1894.geopotential number by the normal gravity value computed on the
 KW1894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1894.degrees latitude (g = 980.6199 gals.).
 KW1894
 KW1894.The modeled gravity was interpolated from observed gravity values.
 KW1894
 KW1894;                    North         East    Units  Estimated Accuracy
 KW1894;SPC PA S     -    99,100.      648,420.      MT  (+/- 180 meters Scaled)
 KW1894
 KW1894                          SUPERSEDED SURVEY CONTROL
 KW1894
 KW1894  NGVD 29 (??/??/??)  159.515  (m)          523.34   (f) ADJUSTED    2 0
 KW1894
 KW1894.Superseded values are not recommended for survey control.
 KW1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1894.See file dsdata.txt to determine how the superseded data were derived.
 KW1894
 KW1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK144549(NAD 83)
 KW1894_MARKER: DB = BENCH MARK DISK
 KW1894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1894_STAMPING: STAMPED E 154 1942
 KW1894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1894+STABILITY: SURFACE MOTION
 KW1894
 KW1894  HISTORY     - Date     Condition        Report By
 KW1894  HISTORY     - 1942     MONUMENTED       CGS
 KW1894  HISTORY     - 1952     GOOD             CGS
 KW1894  HISTORY     - 19980619 MARK NOT FOUND   USPSQD
 KW1894  HISTORY     - 20060805 MARK NOT FOUND   GEOCAC
 KW1894
 KW1894                          STATION DESCRIPTION
 KW1894
 KW1894'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1894'1.9 N FROM CARLISLE.
 KW1894'1.9 MILES NORTH ALONG STATE HIGHWAY NO. 34 FROM THE POST OFFICE
 KW1894'AT CARLISLE, SET NEAR THE INTERSECTION OF THE HIGHWAY AND A SIDE
 KW1894'ROAD LEADING EAST, ABOUT 0.1 MILE WEST OF A SCHOOL BUILDING
 KW1894'IN THE TRIANGLE FORMED BY THE INTERSECTION, 47.6 FEET SOUTH OF THE
 KW1894'CENTER-LINE OF THE HIGHWAY, 63 FEET WEST OF THE NORTHWEST
 KW1894'CORNER OF A SMALL FRAME BUILDING, 16.5 FEET SOUTHEAST OF POLE
 KW1894'NO. 2356, 3.3 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 KW1894'DISK SET IN TOP OF A CONCRETE POST.
 KW1894
 KW1894                          STATION RECOVERY (1952)
 KW1894
 KW1894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 KW1894'RECOVERED IN GOOD CONDITION.
 KW1894
 KW1894                          STATION RECOVERY (1998)
 KW1894
 KW1894'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW1894'MARK NOT FOUND.
 KW1894
 KW1894                          STATION RECOVERY (2006)
 KW1894
 KW1894'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW1894'AREA SOUTH OF THE ROAD HAS BEEN DEVELOPED. THERE IS NO SIGN OF THE
 KW1894'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0917 ***********************************************************************
 KW0917  DESIGNATION -  E 155
 KW0917  PID         -  KW0917
 KW0917  STATE/COUNTY-  PA/DAUPHIN
 KW0917  USGS QUAD   -  STEELTON (1987)
 KW0917
 KW0917                         *CURRENT SURVEY CONTROL
 KW0917  ___________________________________________________________________
 KW0917* NAD 83(1986)-  40 14 05.     (N)    076 50 25.     (W)     SCALED    
 KW0917* NAVD 88     -        95.941  (meters)     314.77   (feet)  ADJUSTED  
 KW0917  ___________________________________________________________________
 KW0917  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 KW0917  DYNAMIC HT  -          95.893 (meters)     314.61  (feet)  COMP
 KW0917  MODELED GRAV-     980,119.5   (mgal)                       NAVD 88
 KW0917
 KW0917  VERT ORDER  -  FIRST     CLASS II
 KW0917
 KW0917.The horizontal coordinates were scaled from a topographic map and have
 KW0917.an estimated accuracy of +/- 6 seconds.
 KW0917
 KW0917.The orthometric height was determined by differential leveling
 KW0917.and adjusted by the National Geodetic Survey in June 1991..
 KW0917.WARNING-Repeat measurements at this control monument indicate possible
 KW0917.vertical movement.
 KW0917
 KW0917.The geoid height was determined by GEOID03.
 KW0917
 KW0917.The dynamic height is computed by dividing the NAVD 88
 KW0917.geopotential number by the normal gravity value computed on the
 KW0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0917.degrees latitude (g = 980.6199 gals.).
 KW0917
 KW0917.The modeled gravity was interpolated from observed gravity values.
 KW0917
 KW0917;                    North         East    Units  Estimated Accuracy
 KW0917;SPC PA S     -   100,480.      677,410.      MT  (+/- 180 meters Scaled)
 KW0917
 KW0917                          SUPERSEDED SURVEY CONTROL
 KW0917
 KW0917  NGVD 29 (??/??/??)   96.147  (m)          315.44   (f) ADJUSTED    1 2
 KW0917
 KW0917.Superseded values are not recommended for survey control.
 KW0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0917.See file dsdata.txt to determine how the superseded data were derived.
 KW0917
 KW0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK434554(NAD 83)
 KW0917_MARKER: DB = BENCH MARK DISK
 KW0917_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0917_SP_SET: BUILDING
 KW0917_STAMPING: E 155 1942
 KW0917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0917_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0917+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004
 KW0917
 KW0917  HISTORY     - Date     Condition        Report By
 KW0917  HISTORY     - 1942     MONUMENTED       CGS
 KW0917  HISTORY     - 1950     GOOD             CGS
 KW0917  HISTORY     - 1979     GOOD             NGS
 KW0917  HISTORY     - 20040526 GOOD             GEOCAC
 KW0917
 KW0917                          STATION DESCRIPTION
 KW0917
 KW0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0917'AT STEELTON.
 KW0917'AT STEELTON, DAUPHIN COUNTY, ON U.S. HIGHWAY 230, AT THE
 KW0917'STEELTON BANK AND TRUST CO. BUILDING, IN THE SOUTHWEST FACE,
 KW0917'3.1 FEET NORTHWEST OF THE SOUTH CORNER OF THE BUILDING, 28
 KW0917'FEET NORTHEAST OF THE NORTHEAST CURB, 13.7 FEET NORTHWEST OF
 KW0917'THE NORTHWEST CURB OF LOCUST STREET, AND ABOUT 3-1/2 FEET
 KW0917'HIGHER THAN THE SIDEWALK.  A STANDARD DISK, STAMPED E 155 1942
 KW0917'AND SET VERTICALLY.
 KW0917
 KW0917                          STATION RECOVERY (1950)
 KW0917
 KW0917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 KW0917'RECOVERED IN GOOD CONDITION.
 KW0917
 KW0917                          STATION RECOVERY (1979)
 KW0917
 KW0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW0917'RECOVERED IN GOOD CONDITION.
 KW0917
 KW0917                          STATION RECOVERY (2004)
 KW0917
 KW0917'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0917'STEELTON BANK AND TRUST CO BUILDING IS NOW THE BOYS AND GIRLS CLUB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3352 ***********************************************************************
 JV3352  DESIGNATION -  E 156
 JV3352  PID         -  JV3352
 JV3352  STATE/COUNTY-  PA/FRANKLIN
 JV3352  USGS QUAD   -  SCOTLAND (1990)
 JV3352
 JV3352                         *CURRENT SURVEY CONTROL
 JV3352  ___________________________________________________________________
 JV3352* NAD 83(1986)-  39 57 15.     (N)    077 34 06.     (W)     SCALED    
 JV3352* NAVD 88     -       236.646  (meters)     776.40   (feet)  ADJUSTED  
 JV3352  ___________________________________________________________________
 JV3352  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 JV3352  DYNAMIC HT  -         236.509 (meters)     775.95  (feet)  COMP
 JV3352  MODELED GRAV-     980,040.6   (mgal)                       NAVD 88
 JV3352
 JV3352  VERT ORDER  -  SECOND    CLASS 0
 JV3352
 JV3352.The horizontal coordinates were scaled from a topographic map and have
 JV3352.an estimated accuracy of +/- 6 seconds.
 JV3352
 JV3352.The orthometric height was determined by differential leveling
 JV3352.and adjusted by the National Geodetic Survey in June 1991..
 JV3352
 JV3352.The geoid height was determined by GEOID03.
 JV3352
 JV3352.The dynamic height is computed by dividing the NAVD 88
 JV3352.geopotential number by the normal gravity value computed on the
 JV3352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3352.degrees latitude (g = 980.6199 gals.).
 JV3352
 JV3352.The modeled gravity was interpolated from observed gravity values.
 JV3352
 JV3352;                    North         East    Units  Estimated Accuracy
 JV3352;SPC PA S     -    68,950.      615,520.      MT  (+/- 180 meters Scaled)
 JV3352
 JV3352                          SUPERSEDED SURVEY CONTROL
 JV3352
 JV3352  NGVD 29 (??/??/??)  236.826  (m)          776.99   (f) ADJUSTED    2 0
 JV3352
 JV3352.Superseded values are not recommended for survey control.
 JV3352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3352.See file dsdata.txt to determine how the superseded data were derived.
 JV3352
 JV3352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK806258(NAD 83)
 JV3352_MARKER: DB = BENCH MARK DISK
 JV3352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3352_STAMPING: E 156 1942
 JV3352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3352+STABILITY: SURFACE MOTION
 JV3352
 JV3352  HISTORY     - Date     Condition        Report By
 JV3352  HISTORY     - 1942     MONUMENTED       CGS
 JV3352  HISTORY     - 1960     GOOD             CGS
 JV3352  HISTORY     - 19901029 MARK NOT FOUND   USGS
 JV3352
 JV3352                          STATION DESCRIPTION
 JV3352
 JV3352'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JV3352'1.6 MI SE FROM SCOTLAND.
 JV3352'1.6 MILES SOUTHEAST ALONG STATE HIGHWAY 997 FROM THE POST OFFICE
 JV3352'AT SCOTLAND, FRANKLIN COUNTY, AT THE INTERSECTION OF THE HIGHWAY
 JV3352'AND A COUNTRY ROAD LEADING SOUTHWEST, 18 FEET NORTHEAST OF THE
 JV3352'CENTERLINE OF THE HIGHWAY, 13 FEET NORTHWEST OF THE CENTERLINE
 JV3352'OF A ROAD LEADING NORTHEAST INTO A FIELD, 5.3 FEET SOUTHEAST OF
 JV3352'A TELEPHONE POLE, 1.6 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE,
 JV3352'AND 1.3 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 JV3352'DISK, STAMPED E 156 1942 AND SET IN THE TOP OF A CONCRETE POST.
 JV3352
 JV3352                          STATION RECOVERY (1990)
 JV3352
 JV3352'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (BJS)
 JV3352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3353 ***********************************************************************
 JV3353  DESIGNATION -  E 156 RESET 1962 PADH
 JV3353  PID         -  JV3353
 JV3353  STATE/COUNTY-  PA/FRANKLIN
 JV3353  USGS QUAD   -  SCOTLAND (1990)
 JV3353
 JV3353                         *CURRENT SURVEY CONTROL
 JV3353  ___________________________________________________________________
 JV3353* NAD 83(1986)-  39 57 15.     (N)    077 34 08.     (W)     SCALED    
 JV3353* NAVD 88     -       236.658  (meters)     776.44   (feet)  ADJUSTED  
 JV3353  ___________________________________________________________________
 JV3353  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 JV3353  DYNAMIC HT  -         236.521 (meters)     775.99  (feet)  COMP
 JV3353  MODELED GRAV-     980,040.7   (mgal)                       NAVD 88
 JV3353
 JV3353  VERT ORDER  -  FIRST     CLASS II
 JV3353
 JV3353.The horizontal coordinates were scaled from a topographic map and have
 JV3353.an estimated accuracy of +/- 6 seconds.
 JV3353
 JV3353.The orthometric height was determined by differential leveling
 JV3353.and adjusted by the National Geodetic Survey in June 1991..
 JV3353
 JV3353.The geoid height was determined by GEOID03.
 JV3353
 JV3353.The dynamic height is computed by dividing the NAVD 88
 JV3353.geopotential number by the normal gravity value computed on the
 JV3353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3353.degrees latitude (g = 980.6199 gals.).
 JV3353
 JV3353.The modeled gravity was interpolated from observed gravity values.
 JV3353
 JV3353;                    North         East    Units  Estimated Accuracy
 JV3353;SPC PA S     -    68,950.      615,480.      MT  (+/- 180 meters Scaled)
 JV3353
 JV3353                          SUPERSEDED SURVEY CONTROL
 JV3353
 JV3353  NGVD 29 (??/??/??)  236.84   (m)          777.0    (f) RESET       3  
 JV3353
 JV3353.Superseded values are not recommended for survey control.
 JV3353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3353.See file dsdata.txt to determine how the superseded data were derived.
 JV3353
 JV3353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK805258(NAD 83)
 JV3353_MARKER: DB = BENCH MARK DISK
 JV3353_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3353_SP_SET: DROP INLET
 JV3353_STAMPING: E 156 RESET 1962
 JV3353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3353
 JV3353  HISTORY     - Date     Condition        Report By
 JV3353  HISTORY     - 1962     MONUMENTED       PADH
 JV3353  HISTORY     - 1964     GOOD             CGS
 JV3353  HISTORY     - 1979     GOOD             NGS
 JV3353
 JV3353                          STATION DESCRIPTION
 JV3353
 JV3353'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JV3353'1.6 MI SE FROM SCOTLAND.
 JV3353'1.6 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 997 FROM THE POST
 JV3353'OFFICE AT SCOTLAND, FRANKLIN COUNTY, AT THE INTERSECTION OF THE
 JV3353'HIGHWAY AND TOWNSHIP NO. 526 ROAD LEADING SOUTHWEST, 23 FEET
 JV3353'SOUTHWEST OF THE CENTERLINE OF HIGHWAY NO. 997, 45 FEET NORTHWEST
 JV3353'OF THE CENTERLINE OF T-526 LEADING SOUTHWEST, AND SET IN THE
 JV3353'TOP OF THE BACKWALL OF A CONCRETE DROP INLET, BEING 0.8 FEET
 JV3353'LOWER THAN THE CENTERLINE OF HIGHWAY NO. 997.
 JV3353
 JV3353                          STATION RECOVERY (1979)
 JV3353
 JV3353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV3353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2092 ***********************************************************************
 KW2092  DESIGNATION -  E 159
 KW2092  PID         -  KW2092
 KW2092  STATE/COUNTY-  PA/CUMBERLAND
 KW2092  USGS QUAD   -  WALNUT BOTTOM (1977)
 KW2092
 KW2092                         *CURRENT SURVEY CONTROL
 KW2092  ___________________________________________________________________
 KW2092* NAD 83(1986)-  40 02 28.     (N)    077 29 40.     (W)     SCALED    
 KW2092* NAVD 88     -       224.931  (meters)     737.96   (feet)  ADJUSTED  
 KW2092  ___________________________________________________________________
 KW2092  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 KW2092  DYNAMIC HT  -         224.803 (meters)     737.54  (feet)  COMP
 KW2092  MODELED GRAV-     980,053.8   (mgal)                       NAVD 88
 KW2092
 KW2092  VERT ORDER  -  SECOND    CLASS 0
 KW2092
 KW2092.The horizontal coordinates were scaled from a topographic map and have
 KW2092.an estimated accuracy of +/- 6 seconds.
 KW2092
 KW2092.The orthometric height was determined by differential leveling
 KW2092.and adjusted by the National Geodetic Survey in June 1991..
 KW2092
 KW2092.The geoid height was determined by GEOID03.
 KW2092
 KW2092.The dynamic height is computed by dividing the NAVD 88
 KW2092.geopotential number by the normal gravity value computed on the
 KW2092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2092.degrees latitude (g = 980.6199 gals.).
 KW2092
 KW2092.The modeled gravity was interpolated from observed gravity values.
 KW2092
 KW2092;                    North         East    Units  Estimated Accuracy
 KW2092;SPC PA S     -    78,620.      621,810.      MT  (+/- 180 meters Scaled)
 KW2092
 KW2092                          SUPERSEDED SURVEY CONTROL
 KW2092
 KW2092  NGVD 29 (??/??/??)  225.129  (m)          738.61   (f) ADJUSTED    2 0
 KW2092
 KW2092.Superseded values are not recommended for survey control.
 KW2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2092.See file dsdata.txt to determine how the superseded data were derived.
 KW2092
 KW2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK871353(NAD 83)
 KW2092_MARKER: DB = BENCH MARK DISK
 KW2092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2092_STAMPING: E 159 1942
 KW2092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2092+STABILITY: SURFACE MOTION
 KW2092
 KW2092  HISTORY     - Date     Condition        Report By
 KW2092  HISTORY     - 1942     MONUMENTED       CGS
 KW2092  HISTORY     - 1952     GOOD             CGS
 KW2092  HISTORY     - 1965     MARK NOT FOUND   CGS
 KW2092
 KW2092                          STATION DESCRIPTION
 KW2092
 KW2092'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KW2092'1.8 MI SE FROM SHIPPENSBURG.
 KW2092'0.2 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE FIRST
 KW2092'NATIONAL BANK AT SHIPPENSBURG, CUMBERLAND COUNTY, THENCE 0.7
 KW2092'MILE EAST ALONG THE READING COMPANY RAILWAY, AND THENCE 0.9
 KW2092'MILE SOUTHEAST ALONG PAVED ROAD 21006, AT THE INTERSECTION OF THE
 KW2092'PAVED ROAD AND A PRIVATE ROAD LEADING NORTHEAST TO A HOUSE, 37
 KW2092'FEET NORTHEAST OF THE CENTERLINE OF THE PAVED ROAD, 13 FEET
 KW2092'SOUTHEAST OF THE CENTERLINE OF THE PRIVATE ROAD, 2 FEET NORTHWEST
 KW2092'OF A NORTHEAST AND SOUTHWEST FENCE, AND 1 FOOT SOUTHWEST OF A
 KW2092'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED E 159 1942
 KW2092'AND SET IN THE TOP OF A CONCRETE POST.
 KW2092
 KW2092                          STATION RECOVERY (1965)
 KW2092
 KW2092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KW2092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2303 ***********************************************************************
 KW2303  DESIGNATION -  E 16
 KW2303  PID         -  KW2303
 KW2303  STATE/COUNTY-  PA/CENTRE
 KW2303  USGS QUAD   -  MINGOVILLE (1983)
 KW2303
 KW2303                         *CURRENT SURVEY CONTROL
 KW2303  ___________________________________________________________________
 KW2303* NAD 83(1986)-  40 59 50.     (N)    077 41 04.     (W)     SCALED    
 KW2303* NAVD 88     -       193.088  (meters)     633.49   (feet)  ADJUSTED  
 KW2303  ___________________________________________________________________
 KW2303  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KW2303  DYNAMIC HT  -         192.997 (meters)     633.19  (feet)  COMP
 KW2303  MODELED GRAV-     980,150.5   (mgal)                       NAVD 88
 KW2303
 KW2303  VERT ORDER  -  FIRST     CLASS II
 KW2303
 KW2303.The horizontal coordinates were scaled from a topographic map and have
 KW2303.an estimated accuracy of +/- 6 seconds.
 KW2303
 KW2303.The orthometric height was determined by differential leveling
 KW2303.and adjusted by the National Geodetic Survey in June 1991..
 KW2303
 KW2303.The geoid height was determined by GEOID03.
 KW2303
 KW2303.The dynamic height is computed by dividing the NAVD 88
 KW2303.geopotential number by the normal gravity value computed on the
 KW2303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2303.degrees latitude (g = 980.6199 gals.).
 KW2303
 KW2303.The modeled gravity was interpolated from observed gravity values.
 KW2303
 KW2303;                    North         East    Units  Estimated Accuracy
 KW2303;SPC PA N     -    92,240.      605,520.      MT  (+/- 180 meters Scaled)
 KW2303
 KW2303                          SUPERSEDED SURVEY CONTROL
 KW2303
 KW2303  NGVD 29 (??/??/??)  193.299  (m)          634.18   (f) ADJUSTED    1 2
 KW2303
 KW2303.Superseded values are not recommended for survey control.
 KW2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2303.See file dsdata.txt to determine how the superseded data were derived.
 KW2303
 KW2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL742419(NAD 83)
 KW2303_MARKER: DB = BENCH MARK DISK
 KW2303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2303_STAMPING: E 16 1934
 KW2303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2303+STABILITY: SURFACE MOTION
 KW2303
 KW2303  HISTORY     - Date     Condition        Report By
 KW2303  HISTORY     - 1934     MONUMENTED       CGS
 KW2303
 KW2303                          STATION DESCRIPTION
 KW2303
 KW2303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW2303'3.6 MI E FROM CURTIN.
 KW2303'3.6 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM CURTIN,
 KW2303'CENTRE COUNTY, 7 RAILS SOUTH OF MILEPOST 38 ON TRACK 2, 300
 KW2303'FEET NORTH OF A PRIVATE ROAD, 60 FEET WEST OF THE CENTERLINE OF
 KW2303'STATE HIGHWAY 64, 30 FEET EAST OF THE EAST TRACK, AND 8 FEET
 KW2303'LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED E 16 1934 AND
 KW2303'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1619 ***********************************************************************
 JV1619  DESIGNATION -  E 160
 JV1619  PID         -  JV1619
 JV1619  STATE/COUNTY-  PA/YORK
 JV1619  USGS QUAD   -  WEST YORK (1973)
 JV1619
 JV1619                         *CURRENT SURVEY CONTROL
 JV1619  ___________________________________________________________________
 JV1619* NAD 83(1986)-  39 57 13.     (N)    076 51 51.     (W)     SCALED    
 JV1619* NAVD 88     -       146.959  (meters)     482.15   (feet)  ADJUSTED  
 JV1619  ___________________________________________________________________
 JV1619  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JV1619  DYNAMIC HT  -         146.882 (meters)     481.90  (feet)  COMP
 JV1619  MODELED GRAV-     980,099.2   (mgal)                       NAVD 88
 JV1619
 JV1619  VERT ORDER  -  SECOND    CLASS 0
 JV1619
 JV1619.The horizontal coordinates were scaled from a topographic map and have
 JV1619.an estimated accuracy of +/- 6 seconds.
 JV1619
 JV1619.The orthometric height was determined by differential leveling
 JV1619.and adjusted by the National Geodetic Survey in June 1991..
 JV1619
 JV1619.The geoid height was determined by GEOID03.
 JV1619
 JV1619.The dynamic height is computed by dividing the NAVD 88
 JV1619.geopotential number by the normal gravity value computed on the
 JV1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1619.degrees latitude (g = 980.6199 gals.).
 JV1619
 JV1619.The modeled gravity was interpolated from observed gravity values.
 JV1619
 JV1619;                    North         East    Units  Estimated Accuracy
 JV1619;SPC PA S     -    69,250.      675,690.      MT  (+/- 180 meters Scaled)
 JV1619
 JV1619                          SUPERSEDED SURVEY CONTROL
 JV1619
 JV1619  NGVD 29 (??/??/??)  147.184  (m)          482.89   (f) ADJUSTED    2 0
 JV1619
 JV1619.Superseded values are not recommended for survey control.
 JV1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1619.See file dsdata.txt to determine how the superseded data were derived.
 JV1619
 JV1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK407242(NAD 83)
 JV1619_MARKER: DB = BENCH MARK DISK
 JV1619_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV1619_SP_SET: CULVERT
 JV1619_STAMPING: E-160 1942
 JV1619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV1619
 JV1619  HISTORY     - Date     Condition        Report By
 JV1619  HISTORY     - 1942     MONUMENTED       CGS
 JV1619  HISTORY     - 1942     GOOD             CGS
 JV1619
 JV1619                          STATION DESCRIPTION
 JV1619
 JV1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1619'3.5 MI N FROM SPRING GROVE.
 JV1619'3.5 MILES NORTH ALONG THE WESTERN MARYLAND RAILROAD FROM THE
 JV1619'STATION AT SPRING GROVE, THENCE, 2.3 MILES NORTH ALONG COUNTY
 JV1619'ROAD NO. 66007, AT THE JUNCTION OF A COUNTRY ROAD, 152 FT.
 JV1619'SOUTH-WEST OF THE CENTER LINE OF NO. 66007, 7.5 FT. NORTH-WEST OF
 JV1619'THE CENTER LINE OF THE COUNTRY ROAD A STANDARD DISK SET IN THE
 JV1619'CENTER OF THE NORTH-WEST HEAD WALL OF A CONCRETE CULVERT.  STAMPED
 JV1619'E 160 1942.
 JV1619
 JV1619                          STATION RECOVERY (1942)
 JV1619
 JV1619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 JV1619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2068 ***********************************************************************
 JV2068  DESIGNATION -  E 161
 JV2068  PID         -  JV2068
 JV2068  STATE/COUNTY-  PA/ADAMS
 JV2068  USGS QUAD   -  HAMPTON (1990)
 JV2068
 JV2068                         *CURRENT SURVEY CONTROL
 JV2068  ___________________________________________________________________
 JV2068* NAD 83(1986)-  39 53 20.     (N)    077 02 16.     (W)     SCALED    
 JV2068* NAVD 88     -       165.685  (meters)     543.58   (feet)  ADJUSTED  
 JV2068  ___________________________________________________________________
 JV2068  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 JV2068  DYNAMIC HT  -         165.596 (meters)     543.29  (feet)  COMP
 JV2068  MODELED GRAV-     980,089.1   (mgal)                       NAVD 88
 JV2068
 JV2068  VERT ORDER  -  SECOND    CLASS 0
 JV2068
 JV2068.The horizontal coordinates were scaled from a topographic map and have
 JV2068.an estimated accuracy of +/- 6 seconds.
 JV2068
 JV2068.The orthometric height was determined by differential leveling
 JV2068.and adjusted by the National Geodetic Survey in June 1991..
 JV2068
 JV2068.The geoid height was determined by GEOID03.
 JV2068
 JV2068.The dynamic height is computed by dividing the NAVD 88
 JV2068.geopotential number by the normal gravity value computed on the
 JV2068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2068.degrees latitude (g = 980.6199 gals.).
 JV2068
 JV2068.The modeled gravity was interpolated from observed gravity values.
 JV2068
 JV2068;                    North         East    Units  Estimated Accuracy
 JV2068;SPC PA S     -    61,930.      660,920.      MT  (+/- 180 meters Scaled)
 JV2068
 JV2068                          SUPERSEDED SURVEY CONTROL
 JV2068
 JV2068  NGVD 29 (??/??/??)  165.888  (m)          544.25   (f) ADJUSTED    2 0
 JV2068
 JV2068.Superseded values are not recommended for survey control.
 JV2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2068.See file dsdata.txt to determine how the superseded data were derived.
 JV2068
 JV2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK257174(NAD 83)
 JV2068_MARKER: DB = BENCH MARK DISK
 JV2068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV2068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV2068_STAMPING: E 161 1942
 JV2068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV2068+STABILITY: SURFACE MOTION
 JV2068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV2068+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2003
 JV2068
 JV2068  HISTORY     - Date     Condition        Report By
 JV2068  HISTORY     - 1942     MONUMENTED       CGS
 JV2068  HISTORY     - 19900730 MARK NOT FOUND   USGS
 JV2068  HISTORY     - 20030213 GOOD             INDIV
 JV2068
 JV2068                          STATION DESCRIPTION
 JV2068
 JV2068'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV2068'2.1 MI NE FROM NEW OXFORD.
 JV2068'ABOUT 1.7 MILES NORTH-EAST FROM THE POST OFFICE AT NEW OXFORD ALONG
 JV2068'ROAD NO. 01003, THENCE, 0.4 MILE NORTH ALONG HIGHWAY NO. 94,
 JV2068'29 FT. EAST OF THE CENTER LINE OF HIGHWAY NO. 94, 14 FT. NORTH
 JV2068'OF THE CENTER LINE OF A FARM LANE, 7 FT. NORTH-EAST OF A 24 IN.
 JV2068'POPLAR TREE IN A FENCE CORNER, 1.3 FT. WEST OF A WHITE POST STENCILED
 JV2068'U.S.B.M., A STANDARD DISK IN A CONCRETE POST SET IN THE SOUTH-WEST
 JV2068'CORNER OF A FIELD.
 JV2068
 JV2068                          STATION RECOVERY (1990)
 JV2068
 JV2068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (CDL)
 JV2068'MARK NOT FOUND.
 JV2068
 JV2068                          STATION RECOVERY (2003)
 JV2068
 JV2068'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (TJM)
 JV2068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1627 ***********************************************************************
 JV1627  DESIGNATION -  E 162 PADH
 JV1627  PID         -  JV1627
 JV1627  STATE/COUNTY-  PA/ADAMS
 JV1627  USGS QUAD   -  ABBOTTSTOWN (1981)
 JV1627
 JV1627                         *CURRENT SURVEY CONTROL
 JV1627  ___________________________________________________________________
 JV1627* NAD 83(1986)-  39 56 06.     (N)    076 58 19.     (W)     SCALED    
 JV1627* NAVD 88     -       122.152  (meters)     400.76   (feet)  ADJUSTED  
 JV1627  ___________________________________________________________________
 JV1627  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 JV1627  DYNAMIC HT  -         122.087 (meters)     400.55  (feet)  COMP
 JV1627  MODELED GRAV-     980,096.7   (mgal)                       NAVD 88
 JV1627
 JV1627  VERT ORDER  -  SECOND    CLASS 0
 JV1627
 JV1627.The horizontal coordinates were scaled from a topographic map and have
 JV1627.an estimated accuracy of +/- 6 seconds.
 JV1627
 JV1627.The orthometric height was determined by differential leveling
 JV1627.and adjusted by the National Geodetic Survey in June 1991..
 JV1627
 JV1627.The geoid height was determined by GEOID03.
 JV1627
 JV1627.The dynamic height is computed by dividing the NAVD 88
 JV1627.geopotential number by the normal gravity value computed on the
 JV1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1627.degrees latitude (g = 980.6199 gals.).
 JV1627
 JV1627.The modeled gravity was interpolated from observed gravity values.
 JV1627
 JV1627;                    North         East    Units  Estimated Accuracy
 JV1627;SPC PA S     -    67,100.      666,500.      MT  (+/- 180 meters Scaled)
 JV1627
 JV1627                          SUPERSEDED SURVEY CONTROL
 JV1627
 JV1627  NGVD 29 (??/??/??)  122.367  (m)          401.47   (f) ADJUSTED    2 0
 JV1627
 JV1627.Superseded values are not recommended for survey control.
 JV1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1627.See file dsdata.txt to determine how the superseded data were derived.
 JV1627
 JV1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK315224(NAD 83)
 JV1627_MARKER: DD = SURVEY DISK
 JV1627_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1627_SP_SET: BRIDGE
 JV1627_STAMPING: E-162 1942
 JV1627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1627
 JV1627  HISTORY     - Date     Condition        Report By
 JV1627  HISTORY     - 1942     MONUMENTED       PADH
 JV1627  HISTORY     - 1942     GOOD             CGS
 JV1627  HISTORY     - 20010331 GOOD             NGS
 JV1627
 JV1627                          STATION DESCRIPTION
 JV1627
 JV1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1627'0.6 MI E FROM EAST BERLIN.
 JV1627'0.6 MILE EAST ALONG HIGHWAY NO. 234 FROM THE POST-OFFICE AT
 JV1627'EAST BERLIN, 13 FT. SOUTH OF THE CENTER LINE OF HIGHWAY NO. 234,
 JV1627'A PENN. HIGHWAY DEPT. DISK SET IN THE SOUTH-EAST ABUTMENT OF A
 JV1627'CONCRETE BRIDGE.
 JV1627
 JV1627                          STATION RECOVERY (2001)
 JV1627
 JV1627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JV1627'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2037 ***********************************************************************
 KW2037  DESIGNATION -  E 163
 KW2037  PID         -  KW2037
 KW2037  STATE/COUNTY-  PA/ADAMS
 KW2037  USGS QUAD   -  MOUNT HOLLY SPRINGS (1973)
 KW2037
 KW2037                         *CURRENT SURVEY CONTROL
 KW2037  ___________________________________________________________________
 KW2037* NAD 83(1986)-  40 02 35.     (N)    077 10 07.     (W)     SCALED    
 KW2037* NAVD 88     -       295.446  (meters)     969.31   (feet)  ADJUSTED  
 KW2037  ___________________________________________________________________
 KW2037  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KW2037  DYNAMIC HT  -         295.283 (meters)     968.77  (feet)  COMP
 KW2037  MODELED GRAV-     980,065.5   (mgal)                       NAVD 88
 KW2037
 KW2037  VERT ORDER  -  SECOND    CLASS 0
 KW2037
 KW2037.The horizontal coordinates were scaled from a topographic map and have
 KW2037.an estimated accuracy of +/- 6 seconds.
 KW2037
 KW2037.The orthometric height was determined by differential leveling
 KW2037.and adjusted by the National Geodetic Survey in June 1991..
 KW2037
 KW2037.The geoid height was determined by GEOID03.
 KW2037
 KW2037.The dynamic height is computed by dividing the NAVD 88
 KW2037.geopotential number by the normal gravity value computed on the
 KW2037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2037.degrees latitude (g = 980.6199 gals.).
 KW2037
 KW2037.The modeled gravity was interpolated from observed gravity values.
 KW2037
 KW2037;                    North         East    Units  Estimated Accuracy
 KW2037;SPC PA S     -    78,970.      649,620.      MT  (+/- 180 meters Scaled)
 KW2037
 KW2037                          SUPERSEDED SURVEY CONTROL
 KW2037
 KW2037  NGVD 29 (??/??/??)  295.630  (m)          969.91   (f) ADJUSTED    2 0
 KW2037
 KW2037.Superseded values are not recommended for survey control.
 KW2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2037.See file dsdata.txt to determine how the superseded data were derived.
 KW2037
 KW2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK149347(NAD 83)
 KW2037_MARKER: DB = BENCH MARK DISK
 KW2037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2037_STAMPING: E 163 1942
 KW2037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2037+STABILITY: SURFACE MOTION
 KW2037
 KW2037  HISTORY     - Date     Condition        Report By
 KW2037  HISTORY     - 1942     MONUMENTED       CGS
 KW2037  HISTORY     - 1952     GOOD             USE
 KW2037  HISTORY     - 20010331 GOOD             NGS
 KW2037
 KW2037                          STATION DESCRIPTION
 KW2037
 KW2037'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW2037'2.3 MI E FROM GOODYEAR.
 KW2037'ABOUT 2.1 MILES EAST ALONG ROAD NO. 21030 FROM THE READING CO.
 KW2037'RAILROAD STATION AT GOODYEAR, THENCE, ABOUT 0.2 MILE ALONG ROAD
 KW2037'NO. 01012, 36 FT. WEST OF THE CENTER LINE OF A CROSS ROAD, 23 FT.
 KW2037'WEST OF THE SOUTH END OF A HEDGE, 19.5 FT. NORTH OF THE CENTER
 KW2037'LINE OF ROAD NO. 01012, 1.3 FT. SOUTH OF A WHITE POST STENCILED
 KW2037'U.S.B.M., A STANDARD DISK SET IN A CONCRETE POST IN THE SOUTH-EAST
 KW2037'CORNER OF A YARD.  NOTE-- THE MARK IS 35 FEET WEST OF CENTER LINE
 KW2037'OF N-S ROAD AND ROAD IS 2.6 FT. LOWER.  50 FT. EAST OF LONE PINE
 KW2037'TREE AND TREE IS 4.1 FT. HIGHER.  18.8 FT. N OF CENTER LINE E-W
 KW2037'ROAD, AND ROAD IS 0.4 FT. LOWER.  10.5 FT. SW OF CENTER LINE OF
 KW2037'CEDAR TREE.
 KW2037
 KW2037                          STATION RECOVERY (1952)
 KW2037
 KW2037'RECOVERY NOTE BY US ENGINEERS 1952
 KW2037'RECOVERED IN GOOD CONDITION.
 KW2037
 KW2037                          STATION RECOVERY (2001)
 KW2037
 KW2037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KW2037'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2029 ***********************************************************************
 JV2029  DESIGNATION -  E 164
 JV2029  PID         -  JV2029
 JV2029  STATE/COUNTY-  PA/ADAMS
 JV2029  USGS QUAD   -  ARENDTSVILLE (1990)
 JV2029
 JV2029                         *CURRENT SURVEY CONTROL
 JV2029  ___________________________________________________________________
 JV2029* NAD 83(1986)-  39 59 54.     (N)    077 21 55.     (W)     SCALED    
 JV2029* NAVD 88     -       354.701  (meters)    1163.71   (feet)  ADJUSTED  
 JV2029  ___________________________________________________________________
 JV2029  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JV2029  DYNAMIC HT  -         354.498 (meters)    1163.05  (feet)  COMP
 JV2029  MODELED GRAV-     980,043.1   (mgal)                       NAVD 88
 JV2029
 JV2029  VERT ORDER  -  SECOND    CLASS 0
 JV2029
 JV2029.The horizontal coordinates were scaled from a topographic map and have
 JV2029.an estimated accuracy of +/- 6 seconds.
 JV2029
 JV2029.The orthometric height was determined by differential leveling
 JV2029.and adjusted by the National Geodetic Survey in June 1991..
 JV2029
 JV2029.The geoid height was determined by GEOID03.
 JV2029
 JV2029.The dynamic height is computed by dividing the NAVD 88
 JV2029.geopotential number by the normal gravity value computed on the
 JV2029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2029.degrees latitude (g = 980.6199 gals.).
 JV2029
 JV2029.The modeled gravity was interpolated from observed gravity values.
 JV2029
 JV2029;                    North         East    Units  Estimated Accuracy
 JV2029;SPC PA S     -    73,910.      632,850.      MT  (+/- 180 meters Scaled)
 JV2029
 JV2029                          SUPERSEDED SURVEY CONTROL
 JV2029
 JV2029  NGVD 29 (??/??/??)  354.885  (m)         1164.32   (f) ADJUSTED    2 0
 JV2029
 JV2029.Superseded values are not recommended for survey control.
 JV2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2029.See file dsdata.txt to determine how the superseded data were derived.
 JV2029
 JV2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK980302(NAD 83)
 JV2029_MARKER: DB = BENCH MARK DISK
 JV2029_SETTING: 66 = SET IN ROCK OUTCROP
 JV2029_SP_SET: ROCK OUTCROP
 JV2029_STAMPING: E 164 1942
 JV2029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV2029+STABILITY: POSITION/ELEVATION WELL
 JV2029
 JV2029  HISTORY     - Date     Condition        Report By
 JV2029  HISTORY     - 1942     MONUMENTED       CGS
 JV2029  HISTORY     - 19900430 MARK NOT FOUND   USGS
 JV2029
 JV2029                          STATION DESCRIPTION
 JV2029
 JV2029'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV2029'4.2 MI SW FROM PINE GROVE FURNACE.
 JV2029'IN ADAMS COUNTY, 4.2 MILES SOUTHWEST ALONG STATE HIGHWAY 233
 JV2029'FROM THE POST OFFICE AT PINE GROVE FURNACE, CUMBERLAND COUNTY, AT
 JV2029'THE NORTHEAST END OF A SMALL PARKING AREA, 46 FEET EAST OF A
 JV2029'TELEPHONE POLE PAINTED USBM 44 FEET SOUTHEAST OF THE CENTERLINE
 JV2029'OF THE HIGHWAY, 33 FEET SOUTH OF A 12-INCH TRIANGULAR BLAZED OAK
 JV2029'TREE, AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED
 JV2029'E 164 1942.
 JV2029
 JV2029                          STATION RECOVERY (1990)
 JV2029
 JV2029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (CDL)
 JV2029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2253 ***********************************************************************
 KW2253  DESIGNATION -  E 165
 KW2253  PID         -  KW2253
 KW2253  STATE/COUNTY-  PA/CUMBERLAND
 KW2253  USGS QUAD   -  SHIPPENSBURG (1973)
 KW2253
 KW2253                         *CURRENT SURVEY CONTROL
 KW2253  ___________________________________________________________________
 KW2253* NAD 83(1986)-  40 02 59.     (N)    077 30 23.     (W)     SCALED    
 KW2253* NAVD 88     -       213.214  (meters)     699.52   (feet)  ADJUSTED  
 KW2253  ___________________________________________________________________
 KW2253  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 KW2253  DYNAMIC HT  -         213.094 (meters)     699.13  (feet)  COMP
 KW2253  MODELED GRAV-     980,060.1   (mgal)                       NAVD 88
 KW2253
 KW2253  VERT ORDER  -  FIRST     CLASS II
 KW2253
 KW2253.The horizontal coordinates were scaled from a topographic map and have
 KW2253.an estimated accuracy of +/- 6 seconds.
 KW2253
 KW2253.The orthometric height was determined by differential leveling
 KW2253.and adjusted by the National Geodetic Survey in June 1991..
 KW2253
 KW2253.The geoid height was determined by GEOID03.
 KW2253
 KW2253.The dynamic height is computed by dividing the NAVD 88
 KW2253.geopotential number by the normal gravity value computed on the
 KW2253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2253.degrees latitude (g = 980.6199 gals.).
 KW2253
 KW2253.The modeled gravity was interpolated from observed gravity values.
 KW2253
 KW2253;                    North         East    Units  Estimated Accuracy
 KW2253;SPC PA S     -    79,570.      620,790.      MT  (+/- 180 meters Scaled)
 KW2253
 KW2253                          SUPERSEDED SURVEY CONTROL
 KW2253
 KW2253  NGVD 29 (??/??/??)  213.415  (m)          700.18   (f) ADJUSTED    1 2
 KW2253
 KW2253.Superseded values are not recommended for survey control.
 KW2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2253.See file dsdata.txt to determine how the superseded data were derived.
 KW2253
 KW2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK861362(NAD 83)
 KW2253_MARKER: DB = BENCH MARK DISK
 KW2253_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2253_SP_SET: PIER FOUNDATION
 KW2253_STAMPING: E 165 1942
 KW2253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2253
 KW2253  HISTORY     - Date     Condition        Report By
 KW2253  HISTORY     - 1942     MONUMENTED       CGS
 KW2253  HISTORY     - 1979     GOOD             NGS
 KW2253  HISTORY     - 20060410 MARK NOT FOUND   GEOCAC
 KW2253
 KW2253                          STATION DESCRIPTION
 KW2253
 KW2253'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW2253'0.9 MI E FROM SHIPPENSBURG.
 KW2253'0.2 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE FIRST
 KW2253'NATIONAL BANK AT SHIPPENSBURG, CUMBERLAND COUNTY, THENCE 0.7
 KW2253'MILE EAST ALONG THE READING COMPANY RAILWAY, 8.3 FEET SOUTH
 KW2253'OF THE SOUTH RAIL OF THE TRACKS, AT CONCRETE AND STEEL UNDERPASS
 KW2253'BRIDGE 40/17, AND IN THE TOP OF THE NORTHWEST CORNER OF THE
 KW2253'EAST CONCRETE FOUNDATION OF THE SOUTH STEEL PIER.  A STANDARD
 KW2253'DISK, STAMPED E 165 1942.
 KW2253
 KW2253                          STATION RECOVERY (1979)
 KW2253
 KW2253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2253'0.2 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE FIRST NATIONAL
 KW2253'BANK IN SHIPPENSBURGH, THENCE 0.7 MILE EAST ALONG THE READING COMPANY
 KW2253'RAILWAY TO THE MARK ON THE RIGHT, SET IN TOP OF THE EAST CONCRETE
 KW2253'FOUNDATION OF THE SOUTH STEEL PIER, AND 8.3 FEET SOUTH OF THE SOUTH
 KW2253'RAIL.
 KW2253'THE MARK IS ABOVE LEVEL WITH TRACKS.
 KW2253
 KW2253                          STATION RECOVERY (2006)
 KW2253
 KW2253'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2253'BRIDGE AND PIERS HAVE BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0502 ***********************************************************************
 KW0502  DESIGNATION -  E 166
 KW0502  PID         -  KW0502
 KW0502  STATE/COUNTY-  PA/LEBANON
 KW0502  USGS QUAD   -  FREDERICKSBURG (1978)
 KW0502
 KW0502                         *CURRENT SURVEY CONTROL
 KW0502  ___________________________________________________________________
 KW0502* NAD 83(1986)-  40 27 22.     (N)    076 22 38.     (W)     SCALED    
 KW0502* NAVD 88     -       172.609  (meters)     566.30   (feet)  ADJUSTED  
 KW0502  ___________________________________________________________________
 KW0502  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 KW0502  DYNAMIC HT  -         172.522 (meters)     566.02  (feet)  COMP
 KW0502  MODELED GRAV-     980,114.6   (mgal)                       NAVD 88
 KW0502
 KW0502  VERT ORDER  -  SECOND    CLASS 0
 KW0502
 KW0502.The horizontal coordinates were scaled from a topographic map and have
 KW0502.an estimated accuracy of +/- 6 seconds.
 KW0502
 KW0502.The orthometric height was determined by differential leveling
 KW0502.and adjusted by the National Geodetic Survey in June 1991..
 KW0502
 KW0502.The geoid height was determined by GEOID03.
 KW0502
 KW0502.The dynamic height is computed by dividing the NAVD 88
 KW0502.geopotential number by the normal gravity value computed on the
 KW0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0502.degrees latitude (g = 980.6199 gals.).
 KW0502
 KW0502.The modeled gravity was interpolated from observed gravity values.
 KW0502
 KW0502;                    North         East    Units  Estimated Accuracy
 KW0502;SPC PA S     -   125,570.      716,430.      MT  (+/- 180 meters Scaled)
 KW0502
 KW0502                          SUPERSEDED SURVEY CONTROL
 KW0502
 KW0502  NGVD 29 (??/??/??)  172.813  (m)          566.97   (f) ADJUSTED    2 0
 KW0502
 KW0502.Superseded values are not recommended for survey control.
 KW0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0502.See file dsdata.txt to determine how the superseded data were derived.
 KW0502
 KW0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK832792(NAD 83)
 KW0502_MARKER: DB = BENCH MARK DISK
 KW0502_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0502_SP_SET: BUILDING
 KW0502_STAMPING: E 166 1942
 KW0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0502
 KW0502  HISTORY     - Date     Condition        Report By
 KW0502  HISTORY     - 1942     MONUMENTED       CGS
 KW0502  HISTORY     - 1960     GOOD             CGS
 KW0502
 KW0502                          STATION DESCRIPTION
 KW0502
 KW0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0502'2.9 MI E FROM FREDERICKSBURG.
 KW0502'ABOUT 2.9 MILES EAST ALONG U.S. HIGHWAY 22
 KW0502'FROM THE JUNCTION OF STATE HIGHWAY 343 AND U.S. HIGHWAY 22
 KW0502'AT FREDERICKSBURG, IN THE NORTHWEST QUARTER OF AN INTERSECTION
 KW0502'OF U.S. HIGHWAY 22 AND A BLACKTOP ROAD, IN THE SOUTH WALL OF A
 KW0502'2-STORY HOUSE, 2.1 FEET WEST OF THE SOUTHEAST CORNER OF THE
 KW0502'HOUSE, SET VERTICALLY ABOUT 0.8 FEET ABOVE THE SURFACE OF THE
 KW0502'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1993 ***********************************************************************
 KW1993  DESIGNATION -  E 167
 KW1993  PID         -  KW1993
 KW1993  STATE/COUNTY-  PA/CUMBERLAND
 KW1993  USGS QUAD   -  MECHANICSBURG (1987)
 KW1993
 KW1993                         *CURRENT SURVEY CONTROL
 KW1993  ___________________________________________________________________
 KW1993* NAD 83(1986)-  40 11 04.     (N)    077 02 12.     (W)     SCALED    
 KW1993* NAVD 88     -       148.114  (meters)     485.94   (feet)  ADJUSTED  
 KW1993  ___________________________________________________________________
 KW1993  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 KW1993  DYNAMIC HT  -         148.038 (meters)     485.69  (feet)  COMP
 KW1993  MODELED GRAV-     980,112.8   (mgal)                       NAVD 88
 KW1993
 KW1993  VERT ORDER  -  SECOND    CLASS 0
 KW1993
 KW1993.The horizontal coordinates were scaled from a topographic map and have
 KW1993.an estimated accuracy of +/- 6 seconds.
 KW1993
 KW1993.The orthometric height was determined by differential leveling
 KW1993.and adjusted by the National Geodetic Survey in June 1991..
 KW1993
 KW1993.The geoid height was determined by GEOID03.
 KW1993
 KW1993.The dynamic height is computed by dividing the NAVD 88
 KW1993.geopotential number by the normal gravity value computed on the
 KW1993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1993.degrees latitude (g = 980.6199 gals.).
 KW1993
 KW1993.The modeled gravity was interpolated from observed gravity values.
 KW1993
 KW1993;                    North         East    Units  Estimated Accuracy
 KW1993;SPC PA S     -    94,750.      660,750.      MT  (+/- 180 meters Scaled)
 KW1993
 KW1993                          SUPERSEDED SURVEY CONTROL
 KW1993
 KW1993  NGVD 29 (??/??/??)  148.321  (m)          486.62   (f) ADJUSTED    2 0
 KW1993
 KW1993.Superseded values are not recommended for survey control.
 KW1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1993.See file dsdata.txt to determine how the superseded data were derived.
 KW1993
 KW1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK266502(NAD 83)
 KW1993_MARKER: DB = BENCH MARK DISK
 KW1993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1993_STAMPING: E-167 1942
 KW1993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1993+STABILITY: SURFACE MOTION
 KW1993_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1993+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2004
 KW1993
 KW1993  HISTORY     - Date     Condition        Report By
 KW1993  HISTORY     - 1942     MONUMENTED       CGS
 KW1993  HISTORY     - 1952     GOOD             USE
 KW1993  HISTORY     - 20041128 GOOD             GEOCAC
 KW1993
 KW1993                          STATION DESCRIPTION
 KW1993
 KW1993'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1993'3 MI S FROM MECHANICSBURG.
 KW1993'ABOUT 1.0 MILE WEST ALONG THE MAIN LINE OF THE PENNSYLVANIA
 KW1993'RAILROAD FROM THE STATION AT MECHANICSBURG, THENCE, ABOUT 2.0
 KW1993'MILES SOUTH ALONG THE DILLSBURG BRANCH, 22 FT. NORTH OF THE
 KW1993'CENTER LINE OF A COUNTRY ROAD CROSSING, 18.5 FT. WEST OF THE
 KW1993'CENTER LINE OF THE TRACK, 15 FT. NORTH-EAST OF A FENCE CORNER,
 KW1993'1.0 FT. EAST OF A WHITE POST, A STANDARD DISK SET IN A CONCRETE
 KW1993'POST.  NOTE-- THE MARK IS 199 FEET E OF LONE TREE ON S SIDE
 KW1993'OF E-W ROAD.  -0.8 FT, 132 FEET S OF LONE TREE IN FIELD.
 KW1993
 KW1993                          STATION RECOVERY (1952)
 KW1993
 KW1993'RECOVERY NOTE BY US ENGINEERS 1952
 KW1993'RECOVERED IN GOOD CONDITION.
 KW1993
 KW1993                          STATION RECOVERY (2004)
 KW1993
 KW1993'RECOVERY NOTE BY GEOCACHING 2004 (JDG)
 KW1993'RECOVERED IN GOOD CONDITION, BUT RAILROAD MENTIONED IN THE DESCRIPTION
 KW1993'NO LONGER EXISTS.  MARKER SITS IN A TREE LINE THAT GREW UP BESIDE WHAT
 KW1993'USED TO BE THE RAILROAD. DIRT ROAD MENTIONED IN DESCRIPTION IS STROCK
 KW1993'DRIVE. FENCE MENTIONED IN DESCRIPTION NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1032 ***********************************************************************
 KW1032  DESIGNATION -  E 168
 KW1032  PID         -  KW1032
 KW1032  STATE/COUNTY-  PA/YORK
 KW1032  USGS QUAD   -  STEELTON (1987)
 KW1032
 KW1032                         *CURRENT SURVEY CONTROL
 KW1032  ___________________________________________________________________
 KW1032* NAD 83(1986)-  40 07 53.     (N)    076 47 52.     (W)     SCALED    
 KW1032* NAVD 88     -       170.689  (meters)     560.00   (feet)  ADJUSTED  
 KW1032  ___________________________________________________________________
 KW1032  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KW1032  DYNAMIC HT  -         170.600 (meters)     559.71  (feet)  COMP
 KW1032  MODELED GRAV-     980,098.7   (mgal)                       NAVD 88
 KW1032
 KW1032  VERT ORDER  -  SECOND    CLASS 0
 KW1032
 KW1032.The horizontal coordinates were scaled from a topographic map and have
 KW1032.an estimated accuracy of +/- 6 seconds.
 KW1032
 KW1032.The orthometric height was determined by differential leveling
 KW1032.and adjusted by the National Geodetic Survey in June 1991..
 KW1032
 KW1032.The geoid height was determined by GEOID03.
 KW1032
 KW1032.The dynamic height is computed by dividing the NAVD 88
 KW1032.geopotential number by the normal gravity value computed on the
 KW1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1032.degrees latitude (g = 980.6199 gals.).
 KW1032
 KW1032.The modeled gravity was interpolated from observed gravity values.
 KW1032
 KW1032;                    North         East    Units  Estimated Accuracy
 KW1032;SPC PA S     -    89,050.      681,150.      MT  (+/- 180 meters Scaled)
 KW1032
 KW1032                          SUPERSEDED SURVEY CONTROL
 KW1032
 KW1032  NGVD 29 (??/??/??)  170.906  (m)          560.71   (f) ADJUSTED    2 0
 KW1032
 KW1032.Superseded values are not recommended for survey control.
 KW1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1032.See file dsdata.txt to determine how the superseded data were derived.
 KW1032
 KW1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK468438(NAD 83)
 KW1032_MARKER: DB = BENCH MARK DISK
 KW1032_SETTING: 80 = SET IN A BOULDER
 KW1032_SP_SET: BOULDER
 KW1032_STAMPING: E 168 1942
 KW1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1032+STABILITY: SURFACE MOTION
 KW1032
 KW1032  HISTORY     - Date     Condition        Report By
 KW1032  HISTORY     - 1942     MONUMENTED       CGS
 KW1032  HISTORY     - 1963     GOOD             CGS
 KW1032  HISTORY     - 20060427 MARK NOT FOUND   GEOCAC
 KW1032
 KW1032                          STATION DESCRIPTION
 KW1032
 KW1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1032'3.7 MI E FROM LEWISBERRY.
 KW1032'ABOUT 3.7 MILES EAST ALONG HIGHWAY NO. 24 FROM THE POST OFFICE
 KW1032'AT LEWISBERRY, 29 FT. SOUTH OF THE CENTER LINE OF HIGHWAY NO.
 KW1032'24, 12.5 FT. NORTH-WEST OF A 10-INCH ASH TREE WITH A TRIANGULAR
 KW1032'BLAZE, A STANDARD DISK SET IN THE TOP OF A LARGE BOULDER ABOUT
 KW1032'2.0 FT. HIGHER THAN THE ROAD.
 KW1032
 KW1032                          STATION RECOVERY (1963)
 KW1032
 KW1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 KW1032'RECOVERED IN GOOD CONDITION.
 KW1032
 KW1032                          STATION RECOVERY (2006)
 KW1032
 KW1032'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW1032'ROAD HAS BEEN WIDENED AND MOVE FOR CHANGED ACCESS RAMPS TO I-81. NO
 KW1032'SIGN OF BOULDERS NEAR THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1297 ***********************************************************************
 KW1297  DESIGNATION -  E 169
 KW1297  PID         -  KW1297
 KW1297  STATE/COUNTY-  PA/LEBANON
 KW1297  USGS QUAD   -  ELIZABETHTOWN (1990)
 KW1297
 KW1297                         *CURRENT SURVEY CONTROL
 KW1297  ___________________________________________________________________
 KW1297* NAD 83(1986)-  40 14 05.     (N)    076 31 23.     (W)     SCALED    
 KW1297* NAVD 88     -       151.582  (meters)     497.32   (feet)  ADJUSTED  
 KW1297  ___________________________________________________________________
 KW1297  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 KW1297  DYNAMIC HT  -         151.501 (meters)     497.05  (feet)  COMP
 KW1297  MODELED GRAV-     980,091.1   (mgal)                       NAVD 88
 KW1297
 KW1297  VERT ORDER  -  SECOND    CLASS 0
 KW1297
 KW1297.The horizontal coordinates were scaled from a topographic map and have
 KW1297.an estimated accuracy of +/- 6 seconds.
 KW1297
 KW1297.The orthometric height was determined by differential leveling
 KW1297.and adjusted by the National Geodetic Survey in June 1991..
 KW1297
 KW1297.The geoid height was determined by GEOID03.
 KW1297
 KW1297.The dynamic height is computed by dividing the NAVD 88
 KW1297.geopotential number by the normal gravity value computed on the
 KW1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1297.degrees latitude (g = 980.6199 gals.).
 KW1297
 KW1297.The modeled gravity was interpolated from observed gravity values.
 KW1297
 KW1297;                    North         East    Units  Estimated Accuracy
 KW1297;SPC PA S     -   100,810.      704,410.      MT  (+/- 180 meters Scaled)
 KW1297
 KW1297                          SUPERSEDED SURVEY CONTROL
 KW1297
 KW1297  NGVD 29 (??/??/??)  151.830  (m)          498.13   (f) ADJUSTED    2 0
 KW1297
 KW1297.Superseded values are not recommended for survey control.
 KW1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1297.See file dsdata.txt to determine how the superseded data were derived.
 KW1297
 KW1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK704549(NAD 83)
 KW1297_MARKER: DB = BENCH MARK DISK
 KW1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1297_STAMPING: E 169 1942
 KW1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1297+STABILITY: SURFACE MOTION
 KW1297_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1297+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2006
 KW1297
 KW1297  HISTORY     - Date     Condition        Report By
 KW1297  HISTORY     - 1942     MONUMENTED       CGS
 KW1297  HISTORY     - 20010404 MARK NOT FOUND   PADT
 KW1297  HISTORY     - 20060226 GOOD             GEOCAC
 KW1297
 KW1297                          STATION DESCRIPTION
 KW1297
 KW1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1297'6.7 MI SW FROM CORNWALL.
 KW1297'ABOUT 6.7 MILES SOUTH-WEST ALONG THE CORNWALL AND LEBANON
 KW1297'RAILROAD FROM THE POST OFICE AT CORNWALL, AT A PRIVATE ROAD
 KW1297'CROSSING, 20 FT. NORTH OF THE CENTER LINE OF THE TRACK, 20 FT.
 KW1297'EAST OF THE CENTER LINE OF THE ROAD, 24.5 FT. SOUTH-EAST OF A
 KW1297'FENCE CORNER, 1.5 FT. SOUTH OF A WHITE POST STENCILED U.S.B.M.,
 KW1297'A STANDARD DISK SET IN A CONCRETE POST.
 KW1297
 KW1297                          STATION RECOVERY (2001)
 KW1297
 KW1297'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (AJH)
 KW1297'RAILROAD ABANDONED, TRACKS HAVE BEEN REMOVED AND THE WITNESS POST NOT
 KW1297'FOUND.
 KW1297
 KW1297                          STATION RECOVERY (2006)
 KW1297
 KW1297'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW1297'FOUND IN GOOD CONDITION. RAILBED IS NOW THE LEBANON VALLEY RAIL TRAIL.
 KW1297'NEW DESCRIPTION FOLLOWS-
 KW1297'ABOUT .7 MILES WEST ALONG THE LEBANON VALLEY RAIL TRAIL FROM THE
 KW1297'PARKING AREA AT RT 117, AT THE CROSSING OF THE HORSESHOE TRAIL, 37.75
 KW1297'FEET NORTH OF AND ACROSS THE TRAIL FROM A 4 X 4 INCH POST MARKING THE
 KW1297'HORSESHOE TRAIL, 30 FEET EAST OF AND ACROSS THE HORSESHOE TRAIL FROM A
 KW1297'TREE WITH SIX TRUNKS, 19 FEET EAST OF THE CENTERLINE OF THE HORSESHOE
 KW1297'TRAIL,
 KW1297'17 FEET NORTH OF THE CENTER LINE OF THE GRAVEL PORTION OF THE TRAIL,
 KW1297'11 FEET NORTHWEST OF THE CENTER OF A BENCH SEAT, 10.5 FEET WEST
 KW1297'SOUTHWEST OF A TREE WITH TWIN 6 INCH TRUNKS.
 KW1297'A STANDARD DISK IN A CONCRETE POST FLUSH WITH THE GROUND.
 KW1297' 
 KW1297'N 40 14 06.2 W 76 31 22.2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1066 ***********************************************************************
 LZ1066  DESIGNATION -  E 17
 LZ1066  PID         -  LZ1066
 LZ1066  STATE/COUNTY-  PA/LYCOMING
 LZ1066  USGS QUAD   -  WATERVILLE (1983)
 LZ1066
 LZ1066                         *CURRENT SURVEY CONTROL
 LZ1066  ___________________________________________________________________
 LZ1066* NAD 83(1986)-  41 17 00.     (N)    077 19 22.     (W)     SCALED    
 LZ1066* NAVD 88     -       183.539  (meters)     602.16   (feet)  ADJUSTED  
 LZ1066  ___________________________________________________________________
 LZ1066  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 LZ1066  DYNAMIC HT  -         183.457 (meters)     601.89  (feet)  COMP
 LZ1066  MODELED GRAV-     980,174.9   (mgal)                       NAVD 88
 LZ1066
 LZ1066  VERT ORDER  -  SECOND    CLASS 0
 LZ1066
 LZ1066.The horizontal coordinates were scaled from a topographic map and have
 LZ1066.an estimated accuracy of +/- 6 seconds.
 LZ1066
 LZ1066.The orthometric height was determined by differential leveling
 LZ1066.and adjusted by the National Geodetic Survey in June 1991..
 LZ1066
 LZ1066.The geoid height was determined by GEOID03.
 LZ1066
 LZ1066.The dynamic height is computed by dividing the NAVD 88
 LZ1066.geopotential number by the normal gravity value computed on the
 LZ1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1066.degrees latitude (g = 980.6199 gals.).
 LZ1066
 LZ1066.The modeled gravity was interpolated from observed gravity values.
 LZ1066
 LZ1066;                    North         East    Units  Estimated Accuracy
 LZ1066;SPC PA N     -   124,100.      635,790.      MT  (+/- 180 meters Scaled)
 LZ1066
 LZ1066                          SUPERSEDED SURVEY CONTROL
 LZ1066
 LZ1066  NGVD 29 (??/??/92)  183.734  (m)          602.80   (f) ADJ UNCH    2 0
 LZ1066
 LZ1066.Superseded values are not recommended for survey control.
 LZ1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1066.See file dsdata.txt to determine how the superseded data were derived.
 LZ1066
 LZ1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL054728(NAD 83)
 LZ1066_MARKER: DB = BENCH MARK DISK
 LZ1066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1066_SP_SET: BRIDGE SEAT
 LZ1066_STAMPING: E 17 1934
 LZ1066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1066
 LZ1066  HISTORY     - Date     Condition        Report By
 LZ1066  HISTORY     - 1934     MONUMENTED       CGS
 LZ1066
 LZ1066                          STATION DESCRIPTION
 LZ1066
 LZ1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1066'AT RAMSEY.
 LZ1066'AT RAMSEY, LYCOMING COUNTY, ABOUT 650 FEET SOUTH OF THE NEW
 LZ1066'YORK CENTRAL RAILROAD STATION AT MILEPOST L 160, AT A BRIDGE, IN
 LZ1066'THE TOP OF THE WEST END OF THE NORTH BRIDGE SEAT, AND ABOUT
 LZ1066'4 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 LZ1066'E 17 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0763 ***********************************************************************
 KW0763  DESIGNATION -  E 170
 KW0763  PID         -  KW0763
 KW0763  STATE/COUNTY-  PA/LANCASTER
 KW0763  USGS QUAD   -  COLUMBIA EAST (1995)
 KW0763
 KW0763                         *CURRENT SURVEY CONTROL
 KW0763  ___________________________________________________________________
 KW0763* NAD 83(1986)-  40 06 28.     (N)    076 28 59.     (W)     SCALED    
 KW0763* NAVD 88     -       109.123  (meters)     358.01   (feet)  ADJUSTED  
 KW0763  ___________________________________________________________________
 KW0763  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 KW0763  DYNAMIC HT  -         109.066 (meters)     357.83  (feet)  COMP
 KW0763  MODELED GRAV-     980,102.6   (mgal)                       NAVD 88
 KW0763
 KW0763  VERT ORDER  -  SECOND    CLASS 0
 KW0763
 KW0763.The horizontal coordinates were scaled from a topographic map and have
 KW0763.an estimated accuracy of +/- 6 seconds.
 KW0763
 KW0763.The orthometric height was determined by differential leveling
 KW0763.and adjusted by the National Geodetic Survey in June 1991..
 KW0763
 KW0763.The geoid height was determined by GEOID03.
 KW0763
 KW0763.The dynamic height is computed by dividing the NAVD 88
 KW0763.geopotential number by the normal gravity value computed on the
 KW0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0763.degrees latitude (g = 980.6199 gals.).
 KW0763
 KW0763.The modeled gravity was interpolated from observed gravity values.
 KW0763
 KW0763;                    North         East    Units  Estimated Accuracy
 KW0763;SPC PA S     -    86,770.      708,010.      MT  (+/- 180 meters Scaled)
 KW0763
 KW0763                          SUPERSEDED SURVEY CONTROL
 KW0763
 KW0763  NGVD 29 (??/??/??)  109.362  (m)          358.80   (f) ADJUSTED    2 0
 KW0763
 KW0763.Superseded values are not recommended for survey control.
 KW0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0763.See file dsdata.txt to determine how the superseded data were derived.
 KW0763
 KW0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK736407(NAD 83)
 KW0763_MARKER: DB = BENCH MARK DISK
 KW0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0763_STAMPING: E 170 1942
 KW0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0763+STABILITY: SURFACE MOTION
 KW0763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW0763+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2004
 KW0763
 KW0763  HISTORY     - Date     Condition        Report By
 KW0763  HISTORY     - 1942     MONUMENTED       CGS
 KW0763  HISTORY     - 20040620 GOOD             GEOCAC
 KW0763
 KW0763                          STATION DESCRIPTION
 KW0763
 KW0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0763'1.1 MI SE FROM MOUNT JOY.
 KW0763'ABOUT 1.1 MILES SOUTHEAST ALONG THE PENN. RAILROAD FROM THE
 KW0763'STATION AT MOUNT JOY, 5 RAILS WEST OF MILE POST NO. 79, 15
 KW0763'RAILS EAST OF A COUNTRY ROAD CROSSING, 19.5 FEET SOUTH OF THE
 KW0763'SOUTH RAIL OF THE TRACK, 1.2 FEET NORTH OF A WHITE POST
 KW0763'STENCILED U.S.B.M.   A STANDARD DISK SET IN A CONCRETE POST.
 KW0763
 KW0763                          STATION RECOVERY (2004)
 KW0763
 KW0763'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0763'30.5 FEET WEST OF A TROLLEY POLE, 28.5 FEET WEST NORTHWEST OF THE POLE
 KW0763'SUPPORT WIRE. ON A TWO FOOT CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0714 ***********************************************************************
 KW0714  DESIGNATION -  E 172
 KW0714  PID         -  KW0714
 KW0714  STATE/COUNTY-  PA/LANCASTER
 KW0714  USGS QUAD   -  WOMELSDORF (1984)
 KW0714
 KW0714                         *CURRENT SURVEY CONTROL
 KW0714  ___________________________________________________________________
 KW0714* NAD 83(1986)-  40 16 57.     (N)    076 09 07.     (W)     SCALED    
 KW0714* NAVD 88     -       146.291  (meters)     479.96   (feet)  ADJUSTED  
 KW0714  ___________________________________________________________________
 KW0714  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 KW0714  DYNAMIC HT  -         146.213 (meters)     479.70  (feet)  COMP
 KW0714  MODELED GRAV-     980,089.9   (mgal)                       NAVD 88
 KW0714
 KW0714  VERT ORDER  -  SECOND    CLASS 0
 KW0714
 KW0714.The horizontal coordinates were scaled from a topographic map and have
 KW0714.an estimated accuracy of +/- 6 seconds.
 KW0714
 KW0714.The orthometric height was determined by differential leveling
 KW0714.and adjusted by the National Geodetic Survey in June 1991..
 KW0714
 KW0714.The geoid height was determined by GEOID03.
 KW0714
 KW0714.The dynamic height is computed by dividing the NAVD 88
 KW0714.geopotential number by the normal gravity value computed on the
 KW0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0714.degrees latitude (g = 980.6199 gals.).
 KW0714
 KW0714.The modeled gravity was interpolated from observed gravity values.
 KW0714
 KW0714;                    North         East    Units  Estimated Accuracy
 KW0714;SPC PA S     -   106,620.      735,890.      MT  (+/- 180 meters Scaled)
 KW0714
 KW0714                          SUPERSEDED SURVEY CONTROL
 KW0714
 KW0714  NGVD 29 (??/??/??)  146.529  (m)          480.74   (f) ADJUSTED    2 0
 KW0714
 KW0714.Superseded values are not recommended for survey control.
 KW0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0714.See file dsdata.txt to determine how the superseded data were derived.
 KW0714
 KW0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK020597(NAD 83)
 KW0714_MARKER: DB = BENCH MARK DISK
 KW0714_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0714_SP_SET: BRIDGE
 KW0714_STAMPING: E 172 1942
 KW0714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW0714+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2006
 KW0714
 KW0714  HISTORY     - Date     Condition        Report By
 KW0714  HISTORY     - 1942     MONUMENTED       CGS
 KW0714  HISTORY     - 20060529 GOOD             GEOCAC
 KW0714
 KW0714                          STATION DESCRIPTION
 KW0714
 KW0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0714'2.3 MI NW FROM REINHOLDS.
 KW0714'ABOUT 2.3 MILES NORTHWEST ALONG HIGHWAY NO. 897 FROM THE READING
 KW0714'CO. RAILROAD STATION AT REINHOLDS, 14 FEET EAST OF THE CENTER
 KW0714'LINE OF THE HIGHWAY.  A STANDARD DISK SET IN THE TOP OF THE
 KW0714'SOUTHEAST WING WALL OF A CONCRETE BRIDGE.
 KW0714
 KW0714                          STATION RECOVERY (2006)
 KW0714
 KW0714'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0714'HH2 N 40 16 57.1 W 076 09 06.0
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0550 ***********************************************************************
 KW0550  DESIGNATION -  E 173
 KW0550  PID         -  KW0550
 KW0550  STATE/COUNTY-  PA/BERKS
 KW0550  USGS QUAD   -  BETHEL (1992)
 KW0550
 KW0550                         *CURRENT SURVEY CONTROL
 KW0550  ___________________________________________________________________
 KW0550* NAD 83(1986)-  40 29 12.     (N)    076 18 37.     (W)     SCALED    
 KW0550* NAVD 88     -       184.605  (meters)     605.66   (feet)  ADJUSTED  
 KW0550  ___________________________________________________________________
 KW0550  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 KW0550  DYNAMIC HT  -         184.510 (meters)     605.35  (feet)  COMP
 KW0550  MODELED GRAV-     980,108.6   (mgal)                       NAVD 88
 KW0550
 KW0550  VERT ORDER  -  SECOND    CLASS 0
 KW0550
 KW0550.The horizontal coordinates were scaled from a topographic map and have
 KW0550.an estimated accuracy of +/- 6 seconds.
 KW0550
 KW0550.The orthometric height was determined by differential leveling
 KW0550.and adjusted by the National Geodetic Survey in June 1991..
 KW0550
 KW0550.The geoid height was determined by GEOID03.
 KW0550
 KW0550.The dynamic height is computed by dividing the NAVD 88
 KW0550.geopotential number by the normal gravity value computed on the
 KW0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0550.degrees latitude (g = 980.6199 gals.).
 KW0550
 KW0550.The modeled gravity was interpolated from observed gravity values.
 KW0550
 KW0550;                    North         East    Units  Estimated Accuracy
 KW0550;SPC PA S     -   129,060.      722,060.      MT  (+/- 180 meters Scaled)
 KW0550
 KW0550                          SUPERSEDED SURVEY CONTROL
 KW0550
 KW0550  NGVD 29 (??/??/??)  184.808  (m)          606.32   (f) ADJUSTED    2 0
 KW0550
 KW0550.Superseded values are not recommended for survey control.
 KW0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0550.See file dsdata.txt to determine how the superseded data were derived.
 KW0550
 KW0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK889825(NAD 83)
 KW0550_MARKER: DB = BENCH MARK DISK
 KW0550_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0550_SP_SET: BUILDING
 KW0550_STAMPING: E 173 1942
 KW0550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0550_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0550+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2002
 KW0550
 KW0550  HISTORY     - Date     Condition        Report By
 KW0550  HISTORY     - 1942     MONUMENTED       CGS
 KW0550  HISTORY     - 20021219 GOOD             USPSQD
 KW0550
 KW0550                          STATION DESCRIPTION
 KW0550
 KW0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0550'1.4 MI NW FROM BETHEL.
 KW0550'1.4 MILES NORTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 KW0550'BETHEL, AT A ROCK CHURCH, 2.6 FEET SOUTHWEST OF THE SOUTHEAST
 KW0550'CORNER, AND 2.1 FEET ABOVE THE GROUND.  A STANDARD DISK, SET
 KW0550'VERTICALLY IN THE EASTWALL OF THE CHURCH.
 KW0550
 KW0550                          STATION RECOVERY (2002)
 KW0550
 KW0550'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW0550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0170 ***********************************************************************
 KW0170  DESIGNATION -  E 174
 KW0170  PID         -  KW0170
 KW0170  STATE/COUNTY-  PA/SCHUYLKILL
 KW0170  USGS QUAD   -  FRIEDENSBURG (1976)
 KW0170
 KW0170                         *CURRENT SURVEY CONTROL
 KW0170  ___________________________________________________________________
 KW0170* NAD 83(1986)-  40 33 06.     (N)    076 12 29.     (W)     SCALED    
 KW0170* NAVD 88     -       287.515  (meters)     943.29   (feet)  ADJUSTED  
 KW0170  ___________________________________________________________________
 KW0170  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 KW0170  DYNAMIC HT  -         287.366 (meters)     942.80  (feet)  COMP
 KW0170  MODELED GRAV-     980,100.1   (mgal)                       NAVD 88
 KW0170
 KW0170  VERT ORDER  -  SECOND    CLASS 0
 KW0170
 KW0170.The horizontal coordinates were scaled from a topographic map and have
 KW0170.an estimated accuracy of +/- 6 seconds.
 KW0170
 KW0170.The orthometric height was determined by differential leveling
 KW0170.and adjusted by the National Geodetic Survey in June 1991..
 KW0170
 KW0170.The geoid height was determined by GEOID03.
 KW0170
 KW0170.The dynamic height is computed by dividing the NAVD 88
 KW0170.geopotential number by the normal gravity value computed on the
 KW0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0170.degrees latitude (g = 980.6199 gals.).
 KW0170
 KW0170.The modeled gravity was interpolated from observed gravity values.
 KW0170
 KW0170;                    North         East    Units  Estimated Accuracy
 KW0170;SPC PA S     -   136,420.      730,600.      MT  (+/- 180 meters Scaled)
 KW0170
 KW0170                          SUPERSEDED SURVEY CONTROL
 KW0170
 KW0170  NGVD 29 (??/??/??)  287.705  (m)          943.91   (f) ADJUSTED    2 0
 KW0170
 KW0170.Superseded values are not recommended for survey control.
 KW0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0170.See file dsdata.txt to determine how the superseded data were derived.
 KW0170
 KW0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK977896(NAD 83)
 KW0170_MARKER: DB = BENCH MARK DISK
 KW0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0170_STAMPING: E 174 1942
 KW0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0170+STABILITY: SURFACE MOTION
 KW0170
 KW0170  HISTORY     - Date     Condition        Report By
 KW0170  HISTORY     - 1942     MONUMENTED       CGS
 KW0170
 KW0170                          STATION DESCRIPTION
 KW0170
 KW0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0170'1 MI S FROM SUMMIT STATION.
 KW0170'1.0 MILE SOUTH ALONG STATE HIGHWAY NO. 83 FROM THE POST OFFICE
 KW0170'AT SUMMIT STATION, ON THE TOP OF A HILL, 46 FEET EAST OF THE
 KW0170'CENTERLINE OF THE HIGHWAY, 23 FEET EAST OF PP AND L CO., POLE
 KW0170'NO. 1565, 10 FEET NORTH OF THE CENTERLINE OF A PRIVATE ROAD
 KW0170'LEADING EAST INTO THE FIELD, 1 FOOT WEST OF A STANDARD REFERENCE
 KW0170'POST, AND ALONG A BOUNDARY BETWEEN TWO FIELDS.  A STANDARD DISK,
 KW0170'SET IN THE TOP OF A CONRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1110 ***********************************************************************
 KW1110  DESIGNATION -  E 175
 KW1110  PID         -  KW1110
 KW1110  STATE/COUNTY-  PA/DAUPHIN
 KW1110  USGS QUAD   -  HARRISBURG EAST (1987)
 KW1110
 KW1110                         *CURRENT SURVEY CONTROL
 KW1110  ___________________________________________________________________
 KW1110* NAD 83(1986)-  40 22 01.     (N)    076 51 50.     (W)     SCALED    
 KW1110* NAVD 88     -       130.230  (meters)     427.26   (feet)  ADJUSTED  
 KW1110  ___________________________________________________________________
 KW1110  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KW1110  DYNAMIC HT  -         130.165 (meters)     427.05  (feet)  COMP
 KW1110  MODELED GRAV-     980,127.5   (mgal)                       NAVD 88
 KW1110
 KW1110  VERT ORDER  -  SECOND    CLASS 0
 KW1110
 KW1110.The horizontal coordinates were scaled from a topographic map and have
 KW1110.an estimated accuracy of +/- 6 seconds.
 KW1110
 KW1110.The orthometric height was determined by differential leveling
 KW1110.and adjusted by the National Geodetic Survey in June 1991..
 KW1110
 KW1110.The geoid height was determined by GEOID03.
 KW1110
 KW1110.The dynamic height is computed by dividing the NAVD 88
 KW1110.geopotential number by the normal gravity value computed on the
 KW1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1110.degrees latitude (g = 980.6199 gals.).
 KW1110
 KW1110.The modeled gravity was interpolated from observed gravity values.
 KW1110
 KW1110;                    North         East    Units  Estimated Accuracy
 KW1110;SPC PA S     -   115,140.      675,260.      MT  (+/- 180 meters Scaled)
 KW1110
 KW1110                          SUPERSEDED SURVEY CONTROL
 KW1110
 KW1110  NGVD 29 (??/??/??)  130.450  (m)          427.98   (f) ADJUSTED    2 0
 KW1110
 KW1110.Superseded values are not recommended for survey control.
 KW1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1110.See file dsdata.txt to determine how the superseded data were derived.
 KW1110
 KW1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK417701(NAD 83)
 KW1110_MARKER: DB = BENCH MARK DISK
 KW1110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1110_SP_SET: BRIDGE ABUTMENT
 KW1110_STAMPING: E 175 1942
 KW1110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1110_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1110+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 KW1110
 KW1110  HISTORY     - Date     Condition        Report By
 KW1110  HISTORY     - 1942     MONUMENTED       CGS
 KW1110  HISTORY     - 20040517 GOOD             GEOCAC
 KW1110
 KW1110                          STATION DESCRIPTION
 KW1110
 KW1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1110'4.5 MI E FROM DAUPHIN.
 KW1110'1.6 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1110'STATION AT DAUPHIN, THENCE 2.9 MILES NORTHEAST ALONG STATE
 KW1110'HIGHWAY 443, SET IN THE SOUTH CORNER OF THE WEST ABUTMENT OF A
 KW1110'STEEL GIRDER BRIDGE, 275 FEET EAST OF A COUNTRY CHURCH, 20.7 FEET
 KW1110'EAST OF POLE NO. 27, 12.7 FEET SOUTH OF THE CENTERLINE OF THE
 KW1110'HIGHWAY.  A STANDARD DISK SET IN BRIDGE ABUTMENT.
 KW1110
 KW1110                          STATION RECOVERY (2004)
 KW1110
 KW1110'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2596 ***********************************************************************
 KV2596  DESIGNATION -  E 179 PADH
 KV2596  PID         -  KV2596
 KV2596  STATE/COUNTY-  PA/LEHIGH
 KV2596  USGS QUAD   -  TOPTON (1992)
 KV2596
 KV2596                         *CURRENT SURVEY CONTROL
 KV2596  ___________________________________________________________________
 KV2596* NAD 83(1986)-  40 34 47.     (N)    075 43 47.     (W)     SCALED    
 KV2596* NAVD 88     -       168.507  (meters)     552.84   (feet)  ADJUSTED  
 KV2596  ___________________________________________________________________
 KV2596  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 KV2596  DYNAMIC HT  -         168.422 (meters)     552.56  (feet)  COMP
 KV2596  MODELED GRAV-     980,119.6   (mgal)                       NAVD 88
 KV2596
 KV2596  VERT ORDER  -  SECOND    CLASS 0
 KV2596
 KV2596.The horizontal coordinates were scaled from a topographic map and have
 KV2596.an estimated accuracy of +/- 6 seconds.
 KV2596
 KV2596.The orthometric height was determined by differential leveling
 KV2596.and adjusted by the National Geodetic Survey in June 1991..
 KV2596
 KV2596.The geoid height was determined by GEOID03.
 KV2596
 KV2596.The dynamic height is computed by dividing the NAVD 88
 KV2596.geopotential number by the normal gravity value computed on the
 KV2596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2596.degrees latitude (g = 980.6199 gals.).
 KV2596
 KV2596.The modeled gravity was interpolated from observed gravity values.
 KV2596
 KV2596;                    North         East    Units  Estimated Accuracy
 KV2596;SPC PA S     -   140,350.      771,030.      MT  (+/- 180 meters Scaled)
 KV2596
 KV2596                          SUPERSEDED SURVEY CONTROL
 KV2596
 KV2596  NGVD 29 (??/??/??)  168.710  (m)          553.51   (f) ADJUSTED    2 0
 KV2596
 KV2596.Superseded values are not recommended for survey control.
 KV2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2596.See file dsdata.txt to determine how the superseded data were derived.
 KV2596
 KV2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK382923(NAD 83)
 KV2596_MARKER: DD = SURVEY DISK
 KV2596_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2596_SP_SET: ABUTMENT
 KV2596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2596_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2596+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2003
 KV2596
 KV2596  HISTORY     - Date     Condition        Report By
 KV2596  HISTORY     - 1942     MONUMENTED       PADH
 KV2596  HISTORY     - 1942     GOOD             CGS
 KV2596  HISTORY     - 1960     GOOD             CGS
 KV2596  HISTORY     - 1987     GOOD             USPSQD
 KV2596  HISTORY     - 19991217 GOOD             USPSQD
 KV2596  HISTORY     - 20030530 GOOD             GEOCAC
 KV2596
 KV2596                          STATION DESCRIPTION
 KV2596
 KV2596'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2596'3.8 MI E FROM KRUMSVILLE.
 KV2596'3.8 MILES EAST ALONG U.S. HIGHWAY NO. 22 FROM THE HOTEL AT
 KV2596'KRUMSVILLE, ABOUT 0.1 MILE WEST OF THE PUBLIC CROSS ROADS, AT
 KV2596'THE WEST EDGE OF NEW SMITHVILLE, SET IN THE NORTH CORNER OF THE
 KV2596'EAST ABUTMENT OF THE NEW CONCRETE BRIDGE, 22 FEET NORTH OF THE
 KV2596'CENTER-LINE OF THE NEW HIGHWAY, 11.5 FEET SOUTHWEST OF THE
 KV2596'SOUTHEAST CORNER OF THE OLD HIGHWAY BRIDGE.  A PENNSYLVANIA
 KV2596'DEPARTMENT OF HIGHWAYS BRONZE DISK STAMPED BY THE U.S.C. AND G.S.
 KV2596'THIS MARK IS ALSO A U.S. GEOLOGICAL SURVEY MARK NO. 553.430.
 KV2596
 KV2596                          STATION RECOVERY (1960)
 KV2596
 KV2596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KV2596'RECOVERED IN GOOD CONDITION.
 KV2596
 KV2596                          STATION RECOVERY (1987)
 KV2596
 KV2596'RECOVERY NOTE BY US POWER SQUADRON 1987 (MWD)
 KV2596'RECOVERED IN GOOD CONDITION.
 KV2596
 KV2596                          STATION RECOVERY (1999)
 KV2596
 KV2596'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV2596'RECOVERED IN GOOD CONDITION.
 KV2596
 KV2596                          STATION RECOVERY (2003)
 KV2596
 KV2596'RECOVERY NOTE BY GEOCACHING 2003 (MDP)
 KV2596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1230 ***********************************************************************
 LZ1230  DESIGNATION -  E 18
 LZ1230  PID         -  LZ1230
 LZ1230  STATE/COUNTY-  PA/CLINTON
 LZ1230  USGS QUAD   -  FARRANDSVILLE (1973)
 LZ1230
 LZ1230                         *CURRENT SURVEY CONTROL
 LZ1230  ___________________________________________________________________
 LZ1230* NAD 83(1986)-  41 12 22.     (N)    077 33 36.     (W)     SCALED    
 LZ1230* NAVD 88     -       180.202  (meters)     591.21   (feet)  ADJUSTED  
 LZ1230  ___________________________________________________________________
 LZ1230  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 LZ1230  DYNAMIC HT  -         180.114 (meters)     590.92  (feet)  COMP
 LZ1230  MODELED GRAV-     980,135.7   (mgal)                       NAVD 88
 LZ1230
 LZ1230  VERT ORDER  -  SECOND    CLASS 0
 LZ1230
 LZ1230.The horizontal coordinates were scaled from a topographic map and have
 LZ1230.an estimated accuracy of +/- 6 seconds.
 LZ1230
 LZ1230.The orthometric height was determined by differential leveling
 LZ1230.and adjusted by the National Geodetic Survey in June 1991..
 LZ1230
 LZ1230.The geoid height was determined by GEOID03.
 LZ1230
 LZ1230.The dynamic height is computed by dividing the NAVD 88
 LZ1230.geopotential number by the normal gravity value computed on the
 LZ1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1230.degrees latitude (g = 980.6199 gals.).
 LZ1230
 LZ1230.The modeled gravity was interpolated from observed gravity values.
 LZ1230
 LZ1230;                    North         East    Units  Estimated Accuracy
 LZ1230;SPC PA N     -   115,450.      615,940.      MT  (+/- 180 meters Scaled)
 LZ1230
 LZ1230                          SUPERSEDED SURVEY CONTROL
 LZ1230
 LZ1230  NGVD 29 (??/??/92)  180.390  (m)          591.83   (f) ADJ UNCH    2 0
 LZ1230
 LZ1230.Superseded values are not recommended for survey control.
 LZ1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1230.See file dsdata.txt to determine how the superseded data were derived.
 LZ1230
 LZ1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL853647(NAD 83)
 LZ1230_MARKER: DB = BENCH MARK DISK
 LZ1230_SETTING: 66 = SET IN ROCK OUTCROP
 LZ1230_SP_SET: ROCK LEDGE
 LZ1230_STAMPING: E 18 1934
 LZ1230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ1230+STABILITY: POSITION/ELEVATION WELL
 LZ1230
 LZ1230  HISTORY     - Date     Condition        Report By
 LZ1230  HISTORY     - 1934     MONUMENTED       CGS
 LZ1230  HISTORY     - 1961     MARK NOT FOUND   USGS
 LZ1230
 LZ1230                          STATION DESCRIPTION
 LZ1230
 LZ1230'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 LZ1230'8.4 MI W FROM LOCK HAVEN.
 LZ1230'8.4 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATE
 LZ1230'TEACHERS COLLEGE AT LOCK HAVEN, CLINTON COUNTY, AT MILEAGE 213.7,
 LZ1230'ABOUT 90 FEET WEST OF SEMAPHORE 213.9, ABOUT 95 FEET NORTHWEST
 LZ1230'OF SEMAPHORE 213.8, ABOUT 85 FEET EAST OF A SMALL WOODEN
 LZ1230'WATCHMANS SHANTY, 9 FEET NORTH OF THE WEST-BOUND TRACK, IN A
 LZ1230'ROCK LEDGE, ABOUT 5 FEET ABOVE GROUND, AND ABOUT 3-1/2 FEET
 LZ1230'HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED E
 LZ1230'18 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1619 ***********************************************************************
 KV1619  DESIGNATION -  E 180
 KV1619  PID         -  KV1619
 KV1619  STATE/COUNTY-  PA/NORTHAMPTON
 KV1619  USGS QUAD   -  BANGOR (1994)
 KV1619
 KV1619                         *CURRENT SURVEY CONTROL
 KV1619  ___________________________________________________________________
 KV1619* NAD 83(1986)-  40 49 52.     (N)    075 08 42.     (W)     SCALED    
 KV1619* NAVD 88     -       164.823  (meters)     540.76   (feet)  ADJUSTED  
 KV1619  ___________________________________________________________________
 KV1619  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KV1619  DYNAMIC HT  -         164.746 (meters)     540.50  (feet)  COMP
 KV1619  MODELED GRAV-     980,157.2   (mgal)                       NAVD 88
 KV1619
 KV1619  VERT ORDER  -  SECOND    CLASS 0
 KV1619
 KV1619.The horizontal coordinates were scaled from a topographic map and have
 KV1619.an estimated accuracy of +/- 6 seconds.
 KV1619
 KV1619.The orthometric height was determined by differential leveling
 KV1619.and adjusted by the National Geodetic Survey in June 1991..
 KV1619
 KV1619.The geoid height was determined by GEOID03.
 KV1619
 KV1619.The dynamic height is computed by dividing the NAVD 88
 KV1619.geopotential number by the normal gravity value computed on the
 KV1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1619.degrees latitude (g = 980.6199 gals.).
 KV1619
 KV1619.The modeled gravity was interpolated from observed gravity values.
 KV1619
 KV1619;                    North         East    Units  Estimated Accuracy
 KV1619;SPC PA S     -   169,550.      819,700.      MT  (+/- 180 meters Scaled)
 KV1619
 KV1619                          SUPERSEDED SURVEY CONTROL
 KV1619
 KV1619  NGVD 29 (??/??/??)  165.018  (m)          541.40   (f) ADJUSTED    2 0
 KV1619
 KV1619.Superseded values are not recommended for survey control.
 KV1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1619.See file dsdata.txt to determine how the superseded data were derived.
 KV1619
 KV1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL877200(NAD 83)
 KV1619_MARKER: DB = BENCH MARK DISK
 KV1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1619_STAMPING: E 180 1942
 KV1619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1619+STABILITY: SURFACE MOTION
 KV1619
 KV1619  HISTORY     - Date     Condition        Report By
 KV1619  HISTORY     - 1942     MONUMENTED       CGS
 KV1619  HISTORY     - 19940616 MARK NOT FOUND   USPSQD
 KV1619  HISTORY     - 19950119 MARK NOT FOUND   NJGS
 KV1619  HISTORY     - 20020105 MARK NOT FOUND   USPSQD
 KV1619
 KV1619                          STATION DESCRIPTION
 KV1619
 KV1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1619'1.1 MI SW FROM RICHMOND.
 KV1619'1.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 611 FROM A GRAVEL-ROAD
 KV1619'INTERSECTION AT RICHMOND, NORTHAMPTON COUNTY, 85.7 FEET NORTHEAST
 KV1619'OF AN 18-INCH WALNUT TREE, ABOUT 75 FEET WEST ACROSS THE HIGHWAY
 KV1619'FROM A POWER-TRANSMISSION LINE POLE, 30.9 FEET NORTHWEST OF THE
 KV1619'CENTER LINE OF THE HIGHWAY, AND 1 FOOT NORTHWEST OF A FENCE.  A
 KV1619'STANDARD DISK, STAMPED E 180 1942 AND SET IN THE TOP OF A CONCRETE
 KV1619'POST.
 KV1619
 KV1619                          STATION RECOVERY (1994)
 KV1619
 KV1619'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1619'MARK NOT FOUND.
 KV1619
 KV1619                          STATION RECOVERY (1995)
 KV1619
 KV1619'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1619'THE STATION WAS NOT RECOVERED AT THIS TIME.
 KV1619
 KV1619                          STATION RECOVERY (2002)
 KV1619
 KV1619'RECOVERY NOTE BY US POWER SQUADRON 2002 (VG)
 KV1619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1773 ***********************************************************************
 KV1773  DESIGNATION -  E 182
 KV1773  PID         -  KV1773
 KV1773  STATE/COUNTY-  PA/LEHIGH
 KV1773  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV1773
 KV1773                         *CURRENT SURVEY CONTROL
 KV1773  ___________________________________________________________________
 KV1773* NAD 83(1986)-  40 30 31.     (N)    075 25 54.     (W)     SCALED    
 KV1773* NAVD 88     -       225.988  (meters)     741.43   (feet)  ADJUSTED  
 KV1773  ___________________________________________________________________
 KV1773  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 KV1773  DYNAMIC HT  -         225.872 (meters)     741.05  (feet)  COMP
 KV1773  MODELED GRAV-     980,105.2   (mgal)                       NAVD 88
 KV1773
 KV1773  VERT ORDER  -  SECOND    CLASS 0
 KV1773
 KV1773.The horizontal coordinates were scaled from a topographic map and have
 KV1773.an estimated accuracy of +/- 6 seconds.
 KV1773
 KV1773.The orthometric height was determined by differential leveling
 KV1773.and adjusted by the National Geodetic Survey in June 1991..
 KV1773
 KV1773.The geoid height was determined by GEOID03.
 KV1773
 KV1773.The dynamic height is computed by dividing the NAVD 88
 KV1773.geopotential number by the normal gravity value computed on the
 KV1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1773.degrees latitude (g = 980.6199 gals.).
 KV1773
 KV1773.The modeled gravity was interpolated from observed gravity values.
 KV1773
 KV1773;                    North         East    Units  Estimated Accuracy
 KV1773;SPC PA S     -   133,080.      796,460.      MT  (+/- 180 meters Scaled)
 KV1773
 KV1773                          SUPERSEDED SURVEY CONTROL
 KV1773
 KV1773  NGVD 29 (??/??/??)  226.212  (m)          742.16   (f) ADJUSTED    2 0
 KV1773
 KV1773.Superseded values are not recommended for survey control.
 KV1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1773.See file dsdata.txt to determine how the superseded data were derived.
 KV1773
 KV1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK634843(NAD 83)
 KV1773_MARKER: DB = BENCH MARK DISK
 KV1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1773_STAMPING: E 182 1942
 KV1773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1773+STABILITY: SURFACE MOTION
 KV1773
 KV1773  HISTORY     - Date     Condition        Report By
 KV1773  HISTORY     - 1942     MONUMENTED       CGS
 KV1773  HISTORY     - 1944     GOOD             CGS
 KV1773  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 KV1773  HISTORY     - 20050319 MARK NOT FOUND   USPSQD
 KV1773
 KV1773                          STATION DESCRIPTION
 KV1773
 KV1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1773'1 MI E FROM LIMEPORT.
 KV1773'1.0 MILE EAST ALONG A SURFACED ROAD FROM THE POST OFFICE AT
 KV1773'LIMEPORT, AT A CROSS ROAD, 120 FEET NORTHEAST OF A 2-STORY
 KV1773'STUCCO HOUSE, 70 FEET NORTHEAST OF THE CENTER LINE OF THE CROSS
 KV1773'ROAD, 19 FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD,
 KV1773'1.5 FEET NORTHWEST OF A WHITE POST STENCILED U.S.B.M., A STANDARD
 KV1773'DISK SET IN A CONCRETE POST.
 KV1773
 KV1773                          STATION RECOVERY (1944)
 KV1773
 KV1773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 KV1773'RECOVERED IN GOOD CONDITION.
 KV1773
 KV1773                          STATION RECOVERY (1999)
 KV1773
 KV1773'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV1773'MARK NOT FOUND.
 KV1773
 KV1773                          STATION RECOVERY (2005)
 KV1773
 KV1773'RECOVERY NOTE BY US POWER SQUADRON 2005 (MAM)
 KV1773'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2104 ***********************************************************************
 KV2104  DESIGNATION -  E 183
 KV2104  PID         -  KV2104
 KV2104  STATE/COUNTY-  PA/BUCKS
 KV2104  USGS QUAD   -  TELFORD (1995)
 KV2104
 KV2104                         *CURRENT SURVEY CONTROL
 KV2104  ___________________________________________________________________
 KV2104* NAD 83(1986)-  40 21 16.     (N)    075 21 48.     (W)     SCALED    
 KV2104* NAVD 88     -       165.909  (meters)     544.32   (feet)  ADJUSTED  
 KV2104  ___________________________________________________________________
 KV2104  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 KV2104  DYNAMIC HT  -         165.823 (meters)     544.04  (feet)  COMP
 KV2104  MODELED GRAV-     980,107.9   (mgal)                       NAVD 88
 KV2104
 KV2104  VERT ORDER  -  SECOND    CLASS 0
 KV2104
 KV2104.The horizontal coordinates were scaled from a topographic map and have
 KV2104.an estimated accuracy of +/- 6 seconds.
 KV2104
 KV2104.The orthometric height was determined by differential leveling
 KV2104.and adjusted by the National Geodetic Survey in June 1991..
 KV2104
 KV2104.The geoid height was determined by GEOID03.
 KV2104
 KV2104.The dynamic height is computed by dividing the NAVD 88
 KV2104.geopotential number by the normal gravity value computed on the
 KV2104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2104.degrees latitude (g = 980.6199 gals.).
 KV2104
 KV2104.The modeled gravity was interpolated from observed gravity values.
 KV2104
 KV2104;                    North         East    Units  Estimated Accuracy
 KV2104;SPC PA S     -   116,120.      802,720.      MT  (+/- 180 meters Scaled)
 KV2104
 KV2104                          SUPERSEDED SURVEY CONTROL
 KV2104
 KV2104  NGVD 29 (??/??/??)  166.199  (m)          545.27   (f) ADJUSTED    2 0
 KV2104
 KV2104.Superseded values are not recommended for survey control.
 KV2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2104.See file dsdata.txt to determine how the superseded data were derived.
 KV2104
 KV2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK691671(NAD 83)
 KV2104_MARKER: DB = BENCH MARK DISK
 KV2104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2104_STAMPING: E 183 1942
 KV2104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2104+STABILITY: SURFACE MOTION
 KV2104
 KV2104  HISTORY     - Date     Condition        Report By
 KV2104  HISTORY     - 1942     MONUMENTED       CGS
 KV2104  HISTORY     - 1988     GOOD             USPSQD
 KV2104  HISTORY     - 20050327 MARK NOT FOUND   USPSQD
 KV2104
 KV2104                          STATION DESCRIPTION
 KV2104
 KV2104'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2104'1.1 MI E FROM TYLERS PORT.
 KV2104'1.1 MILES EAST ALONG HIGHWAY NO. 563 FROM THE FIRE STATION AT
 KV2104'TYLERS PORT, 40.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 KV2104'2-STORY STUCCO HOUSE, 20.5 FEET WEST OF THE CENTER LINE OF THE
 KV2104'HIGHWAY, 1.0 FOOT SOUTHEAST OF A WHITE POST STENCILED U.S.B.M.,
 KV2104'A STANDARD DISK SET IN A CONCRETE POST, ABOUT 2.0 FEET LOWER THAN
 KV2104'THE ROAD.
 KV2104
 KV2104                          STATION RECOVERY (1988)
 KV2104
 KV2104'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDC)
 KV2104'RECOVERED IN GOOD CONDITION.
 KV2104
 KV2104                          STATION RECOVERY (2005)
 KV2104
 KV2104'RECOVERY NOTE BY US POWER SQUADRON 2005 (DHS)
 KV2104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2112 ***********************************************************************
 KV2112  DESIGNATION -  E 184
 KV2112  PID         -  KV2112
 KV2112  STATE/COUNTY-  PA/MONTGOMERY
 KV2112  USGS QUAD   -  COLLEGEVILLE (1992)
 KV2112
 KV2112                         *CURRENT SURVEY CONTROL
 KV2112  ___________________________________________________________________
 KV2112* NAD 83(1986)-  40 13 22.     (N)    075 23 57.     (W)     SCALED    
 KV2112* NAVD 88     -        57.471  (meters)     188.55   (feet)  ADJUSTED  
 KV2112  ___________________________________________________________________
 KV2112  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 KV2112  DYNAMIC HT  -          57.443 (meters)     188.46  (feet)  COMP
 KV2112  MODELED GRAV-     980,127.3   (mgal)                       NAVD 88
 KV2112
 KV2112  VERT ORDER  -  SECOND    CLASS 0
 KV2112
 KV2112.The horizontal coordinates were scaled from a topographic map and have
 KV2112.an estimated accuracy of +/- 6 seconds.
 KV2112
 KV2112.The orthometric height was determined by differential leveling
 KV2112.and adjusted by the National Geodetic Survey in June 1991..
 KV2112
 KV2112.The geoid height was determined by GEOID03.
 KV2112
 KV2112.The dynamic height is computed by dividing the NAVD 88
 KV2112.geopotential number by the normal gravity value computed on the
 KV2112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2112.degrees latitude (g = 980.6199 gals.).
 KV2112
 KV2112.The modeled gravity was interpolated from observed gravity values.
 KV2112
 KV2112;                    North         East    Units  Estimated Accuracy
 KV2112;SPC PA S     -   101,420.      800,060.      MT  (+/- 180 meters Scaled)
 KV2112
 KV2112                          SUPERSEDED SURVEY CONTROL
 KV2112
 KV2112  NGVD 29 (??/??/??)   57.766  (m)          189.52   (f) ADJUSTED    2 0
 KV2112
 KV2112.Superseded values are not recommended for survey control.
 KV2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2112.See file dsdata.txt to determine how the superseded data were derived.
 KV2112
 KV2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK660525(NAD 83)
 KV2112_MARKER: DB = BENCH MARK DISK
 KV2112_SETTING: 0 = UNSPECIFIED SETTING
 KV2112_STAMPING: E 183 1942
 KV2112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2112
 KV2112  HISTORY     - Date     Condition        Report By
 KV2112  HISTORY     - 1942     MONUMENTED       CGS
 KV2112  HISTORY     - 19880518 GOOD             USPSQD
 KV2112  HISTORY     - 20000501 GOOD             PADT
 KV2112
 KV2112                          STATION DESCRIPTION
 KV2112
 KV2112'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2112'AT SKIPPACK.
 KV2112'AT SKIPPACK, 55 FEET SOUTH OF THE CENTER LINE OF HIGHWAY NO. 73,
 KV2112'AT STANDARD DISK SET VERTICALLY, 13.5 FEET WEST OF THE NORTHEAST
 KV2112'CORNER OF THE SKIPPACK FIRE DEPT. STATION, 3.4 FEET ABOVE THE
 KV2112'DRIVEWAY.
 KV2112
 KV2112                          STATION RECOVERY (1988)
 KV2112
 KV2112'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDC)
 KV2112'RECOVERED IN GOOD CONDITION.
 KV2112
 KV2112                          STATION RECOVERY (2000)
 KV2112
 KV2112'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 KV2112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1733 ***********************************************************************
 KV1733  DESIGNATION -  E 185
 KV1733  PID         -  KV1733
 KV1733  STATE/COUNTY-  PA/BUCKS
 KV1733  USGS QUAD   -  HELLERTOWN (1992)
 KV1733
 KV1733                         *CURRENT SURVEY CONTROL
 KV1733  ___________________________________________________________________
 KV1733* NAD 83(1986)-  40 33 29.     (N)    075 15 46.     (W)     SCALED    
 KV1733* NAVD 88     -        93.661  (meters)     307.29   (feet)  ADJUSTED  
 KV1733  ___________________________________________________________________
 KV1733  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 KV1733  DYNAMIC HT  -          93.616 (meters)     307.14  (feet)  COMP
 KV1733  MODELED GRAV-     980,142.9   (mgal)                       NAVD 88
 KV1733
 KV1733  VERT ORDER  -  SECOND    CLASS 0
 KV1733
 KV1733.The horizontal coordinates were scaled from a topographic map and have
 KV1733.an estimated accuracy of +/- 6 seconds.
 KV1733
 KV1733.The orthometric height was determined by differential leveling
 KV1733.and adjusted by the National Geodetic Survey in June 1991..
 KV1733
 KV1733.The geoid height was determined by GEOID03.
 KV1733
 KV1733.The dynamic height is computed by dividing the NAVD 88
 KV1733.geopotential number by the normal gravity value computed on the
 KV1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1733.degrees latitude (g = 980.6199 gals.).
 KV1733
 KV1733.The modeled gravity was interpolated from observed gravity values.
 KV1733
 KV1733;                    North         East    Units  Estimated Accuracy
 KV1733;SPC PA S     -   138,950.      810,620.      MT  (+/- 180 meters Scaled)
 KV1733
 KV1733                          SUPERSEDED SURVEY CONTROL
 KV1733
 KV1733  NGVD 29 (??/??/??)   93.900  (m)          308.07   (f) ADJUSTED    2 0
 KV1733
 KV1733.Superseded values are not recommended for survey control.
 KV1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1733.See file dsdata.txt to determine how the superseded data were derived.
 KV1733
 KV1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK777897(NAD 83)
 KV1733_MARKER: DB = BENCH MARK DISK
 KV1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1733_STAMPING: E 185 1942
 KV1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1733+STABILITY: SURFACE MOTION
 KV1733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1733+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2005
 KV1733
 KV1733  HISTORY     - Date     Condition        Report By
 KV1733  HISTORY     - 1942     MONUMENTED       CGS
 KV1733  HISTORY     - 1963     GOOD             CGS
 KV1733  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 KV1733  HISTORY     - 20050525 GOOD             GILMOR
 KV1733
 KV1733                          STATION DESCRIPTION
 KV1733
 KV1733'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1733'1.5 MI E FROM SPRINGTOWN.
 KV1733'1.5 MILES EAST ALONG STATE HIGHWAY NO. 212 FROM THE POST OFFICE
 KV1733'AT SPRINGTOWN, AT A YELLOW 2-STORY FARMHOUSE, 41 FEET EAST OF THE
 KV1733'NORTHEAST CORNER, 38 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 KV1733'24 FEET NORTH OF A TELEPHONE POLE, 1.5 FEET WEST OF A NORTH-SOUTH
 KV1733'FENCE, AND 1 FOOT SOUTH OF A STANDARD REFERENCE POST.  A STANDARD
 KV1733'DISK, SET IN THE TOP OF A CONCRETE POST.
 KV1733
 KV1733                          STATION RECOVERY (1963)
 KV1733
 KV1733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 KV1733'RECOVERED IN GOOD CONDITION.
 KV1733
 KV1733                          STATION RECOVERY (2004)
 KV1733
 KV1733'RECOVERY NOTE BY US POWER SQUADRON 2004
 KV1733'MARK NOT FOUND.
 KV1733
 KV1733                          STATION RECOVERY (2005)
 KV1733
 KV1733'RECOVERY NOTE BY GILMORE AND ASSOCIATES, INCORPORATED 2005 (SJK)
 KV1733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2061 ***********************************************************************
 KV2061  DESIGNATION -  E 186
 KV2061  PID         -  KV2061
 KV2061  STATE/COUNTY-  PA/BUCKS
 KV2061  USGS QUAD   -  BEDMINSTER (1992)
 KV2061
 KV2061                         *CURRENT SURVEY CONTROL
 KV2061  ___________________________________________________________________
 KV2061* NAD 83(1986)-  40 25 32.     (N)    075 08 22.     (W)     SCALED    
 KV2061* NAVD 88     -       133.153  (meters)     436.85   (feet)  ADJUSTED  
 KV2061  ___________________________________________________________________
 KV2061  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 KV2061  DYNAMIC HT  -         133.086 (meters)     436.63  (feet)  COMP
 KV2061  MODELED GRAV-     980,121.6   (mgal)                       NAVD 88
 KV2061
 KV2061  VERT ORDER  -  SECOND    CLASS 0
 KV2061
 KV2061.The horizontal coordinates were scaled from a topographic map and have
 KV2061.an estimated accuracy of +/- 6 seconds.
 KV2061
 KV2061.The orthometric height was determined by differential leveling
 KV2061.and adjusted by the National Geodetic Survey in June 1991..
 KV2061
 KV2061.The geoid height was determined by GEOID03.
 KV2061
 KV2061.The dynamic height is computed by dividing the NAVD 88
 KV2061.geopotential number by the normal gravity value computed on the
 KV2061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2061.degrees latitude (g = 980.6199 gals.).
 KV2061
 KV2061.The modeled gravity was interpolated from observed gravity values.
 KV2061
 KV2061;                    North         East    Units  Estimated Accuracy
 KV2061;SPC PA S     -   124,550.      821,490.      MT  (+/- 180 meters Scaled)
 KV2061
 KV2061                          SUPERSEDED SURVEY CONTROL
 KV2061
 KV2061  NGVD 29 (??/??/??)  133.410  (m)          437.70   (f) ADJUSTED    2 0
 KV2061
 KV2061.Superseded values are not recommended for survey control.
 KV2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2061.See file dsdata.txt to determine how the superseded data were derived.
 KV2061
 KV2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK881750(NAD 83)
 KV2061_MARKER: DB = BENCH MARK DISK
 KV2061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2061_STAMPING: E 186 1942
 KV2061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2061+STABILITY: SURFACE MOTION
 KV2061
 KV2061  HISTORY     - Date     Condition        Report By
 KV2061  HISTORY     - 1942     MONUMENTED       CGS
 KV2061  HISTORY     - 19950901 MARK NOT FOUND   USPSQD
 KV2061  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 KV2061
 KV2061                          STATION DESCRIPTION
 KV2061
 KV2061'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2061'AT PIPERSVILLE.
 KV2061'AT PIPERSVILLE, IN THE SOUTHWEST QUARTER OF THE INTERSECTION OF
 KV2061'U.S. HIGHWAY NO. 611 AND STATE HIGHWAY NO. 413, ACROSS HIGHWAY
 KV2061'NO. 413 FROM THE POST OFFICE, 76 FEET SOUTH OF THE CENTER LINE
 KV2061'OF HIGHWAY 611, 48 FEET WEST OF THE CENTER LINE OF HIGHWAY 413,
 KV2061'4 FEET NORTHEAST OF THE WEST END OF A NEW JERSEY SEASHORE
 KV2061'BILLBOARD, AND 1 FOOT NORTH OF A STANDARD REFERENCE POST.  A
 KV2061'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 KV2061
 KV2061                          STATION RECOVERY (1995)
 KV2061
 KV2061'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV2061'MARK NOT FOUND.
 KV2061
 KV2061                          STATION RECOVERY (1998)
 KV2061
 KV2061'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV2061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2075 ***********************************************************************
 KV2075  DESIGNATION -  E 187
 KV2075  PID         -  KV2075
 KV2075  STATE/COUNTY-  PA/BUCKS
 KV2075  USGS QUAD   -  BEDMINSTER (1992)
 KV2075
 KV2075                         *CURRENT SURVEY CONTROL
 KV2075  ___________________________________________________________________
 KV2075* NAD 83(1986)-  40 27 28.     (N)    075 14 11.     (W)     SCALED    
 KV2075* NAVD 88     -       117.799  (meters)     386.48   (feet)  ADJUSTED  
 KV2075  ___________________________________________________________________
 KV2075  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 KV2075  DYNAMIC HT  -         117.739 (meters)     386.28  (feet)  COMP
 KV2075  MODELED GRAV-     980,120.1   (mgal)                       NAVD 88
 KV2075
 KV2075  VERT ORDER  -  SECOND    CLASS 0
 KV2075
 KV2075.The horizontal coordinates were scaled from a topographic map and have
 KV2075.an estimated accuracy of +/- 6 seconds.
 KV2075
 KV2075.The orthometric height was determined by differential leveling
 KV2075.and adjusted by the National Geodetic Survey in June 1991..
 KV2075
 KV2075.The geoid height was determined by GEOID03.
 KV2075
 KV2075.The dynamic height is computed by dividing the NAVD 88
 KV2075.geopotential number by the normal gravity value computed on the
 KV2075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2075.degrees latitude (g = 980.6199 gals.).
 KV2075
 KV2075.The modeled gravity was interpolated from observed gravity values.
 KV2075
 KV2075;                    North         East    Units  Estimated Accuracy
 KV2075;SPC PA S     -   127,890.      813,170.      MT  (+/- 180 meters Scaled)
 KV2075
 KV2075                          SUPERSEDED SURVEY CONTROL
 KV2075
 KV2075  NGVD 29 (??/??/??)  118.073  (m)          387.38   (f) ADJUSTED    2 0
 KV2075
 KV2075.Superseded values are not recommended for survey control.
 KV2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2075.See file dsdata.txt to determine how the superseded data were derived.
 KV2075
 KV2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK799785(NAD 83)
 KV2075_MARKER: DB = BENCH MARK DISK
 KV2075_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2075_SP_SET: BRIDGE
 KV2075_STAMPING: E 187 1942
 KV2075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2075
 KV2075  HISTORY     - Date     Condition        Report By
 KV2075  HISTORY     - 1942     MONUMENTED       CGS
 KV2075  HISTORY     - 19950629 MARK NOT FOUND   USPSQD
 KV2075
 KV2075                          STATION DESCRIPTION
 KV2075
 KV2075'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2075'1.7 MI W FROM KELLERS CHURCH POST OFFICE.
 KV2075'0.8 MILE SOUTHWEST ALONG STATE HIGHWAY NO. 563 FROM KELLERS
 KV2075'CHURCH POST OFFICE, THENCE 0.7 MILE NORTHWEST ALONG GRAVEL
 KV2075'ROAD NO. 093, THENCE 0.2 MILE SOUTHWEST ALONG GRAVEL ROAD NO.
 KV2075'062, AT THE Y INTERSECTION OF GRAVEL ROADS NO. 062 AND NO. 061,
 KV2075'AT A SMALL CONCRETE BRIDGE. A STANDARD DISK, SET IN THE TOP OF
 KV2075'THE NORTH HEAD WALL, AND 10 FEET NORTH OF THE CENTER LINE OF
 KV2075'THE ROAD.  NOTE-- THIS BENCH MARK IS WITHIN THE LIMITS OF
 KV2075'THE PROPOSED NOCKAMIXON RESERVOIR.  BENCH MARK WILL BE UNDER
 KV2075'WATER BY NOV 1973.
 KV2075
 KV2075                          STATION RECOVERY (1995)
 KV2075
 KV2075'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV2075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2151 ***********************************************************************
 KV2151  DESIGNATION -  E 188
 KV2151  PID         -  KV2151
 KV2151  STATE/COUNTY-  PA/MONTGOMERY
 KV2151  USGS QUAD   -  AMBLER (1983)
 KV2151
 KV2151                         *CURRENT SURVEY CONTROL
 KV2151  ___________________________________________________________________
 KV2151* NAD 83(1986)-  40 12 41.     (N)    075 08 22.     (W)     SCALED    
 KV2151* NAVD 88     -        93.306  (meters)     306.12   (feet)  ADJUSTED  
 KV2151  ___________________________________________________________________
 KV2151  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 KV2151  DYNAMIC HT  -          93.261 (meters)     305.97  (feet)  COMP
 KV2151  MODELED GRAV-     980,141.4   (mgal)                       NAVD 88
 KV2151
 KV2151  VERT ORDER  -  SECOND    CLASS 0
 KV2151
 KV2151.The horizontal coordinates were scaled from a topographic map and have
 KV2151.an estimated accuracy of +/- 6 seconds.
 KV2151
 KV2151.The orthometric height was determined by differential leveling
 KV2151.and adjusted by the National Geodetic Survey in June 1991..
 KV2151
 KV2151.The geoid height was determined by GEOID03.
 KV2151
 KV2151.The dynamic height is computed by dividing the NAVD 88
 KV2151.geopotential number by the normal gravity value computed on the
 KV2151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2151.degrees latitude (g = 980.6199 gals.).
 KV2151
 KV2151.The modeled gravity was interpolated from observed gravity values.
 KV2151
 KV2151;                    North         East    Units  Estimated Accuracy
 KV2151;SPC PA S     -   100,780.      822,200.      MT  (+/- 180 meters Scaled)
 KV2151
 KV2151                          SUPERSEDED SURVEY CONTROL
 KV2151
 KV2151  NGVD 29 (??/??/??)   93.588  (m)          307.05   (f) ADJUSTED    2 0
 KV2151
 KV2151.Superseded values are not recommended for survey control.
 KV2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2151.See file dsdata.txt to determine how the superseded data were derived.
 KV2151
 KV2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK881512(NAD 83)
 KV2151_MARKER: DB = BENCH MARK DISK
 KV2151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2151_STAMPING: E 188 1942
 KV2151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2151+STABILITY: SURFACE MOTION
 KV2151
 KV2151  HISTORY     - Date     Condition        Report By
 KV2151  HISTORY     - 1942     MONUMENTED       CGS
 KV2151
 KV2151                          STATION DESCRIPTION
 KV2151
 KV2151'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2151'1.3 MI S FROM NESHAMINY.
 KV2151'1.3 MILES SOUTH ALONG U.S. HIGHWAY NO. 611 FROM THE POST OFFICE
 KV2151'AT NESHAMINY, AT AN INTERSECTION OF THE HIGHWAY AND A BLACK
 KV2151'TOP ROAD LEADING SOUTHWEST, IN THE NORTHEAST CORNER OF PITCAIRN
 KV2151'FIELD, 42 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 42 FEET
 KV2151'SOUTHEAST OF THE CENTER LINE OF THE BLACK TOP ROAD, AND 1 FOOT
 KV2151'EAST OF A STANDARD REFERENCE POST.  A STANDARD DISK, SET IN THE
 KV2151'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1040 ***********************************************************************
 KV1040  DESIGNATION -  E 189
 KV1040  PID         -  KV1040
 KV1040  STATE/COUNTY-  PA/BUCKS
 KV1040  USGS QUAD   -  LAMBERTVILLE (1995)
 KV1040
 KV1040                         *CURRENT SURVEY CONTROL
 KV1040  ___________________________________________________________________
 KV1040* NAD 83(1986)-  40 15 27.     (N)    074 57 44.     (W)     SCALED    
 KV1040* NAVD 88     -        93.803  (meters)     307.75   (feet)  ADJUSTED  
 KV1040  ___________________________________________________________________
 KV1040  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 KV1040  DYNAMIC HT  -          93.758 (meters)     307.60  (feet)  COMP
 KV1040  MODELED GRAV-     980,142.1   (mgal)                       NAVD 88
 KV1040
 KV1040  VERT ORDER  -  SECOND    CLASS 0
 KV1040
 KV1040.The horizontal coordinates were scaled from a topographic map and have
 KV1040.an estimated accuracy of +/- 6 seconds.
 KV1040
 KV1040.The orthometric height was determined by differential leveling
 KV1040.and adjusted by the National Geodetic Survey in June 1991..
 KV1040
 KV1040.The geoid height was determined by GEOID03.
 KV1040
 KV1040.The dynamic height is computed by dividing the NAVD 88
 KV1040.geopotential number by the normal gravity value computed on the
 KV1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1040.degrees latitude (g = 980.6199 gals.).
 KV1040
 KV1040.The modeled gravity was interpolated from observed gravity values.
 KV1040
 KV1040;                    North         East    Units  Estimated Accuracy
 KV1040;SPC PA S     -   106,360.      837,120.      MT  (+/- 180 meters Scaled)
 KV1040
 KV1040                          SUPERSEDED SURVEY CONTROL
 KV1040
 KV1040  NGVD 29 (??/??/??)   94.097  (m)          308.72   (f) ADJUSTED    2 0
 KV1040
 KV1040.Superseded values are not recommended for survey control.
 KV1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1040.See file dsdata.txt to determine how the superseded data were derived.
 KV1040
 KV1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK032563(NAD 83)
 KV1040_MARKER: DB = BENCH MARK DISK
 KV1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1040_STAMPING: E 189 1942
 KV1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1040+STABILITY: SURFACE MOTION
 KV1040
 KV1040  HISTORY     - Date     Condition        Report By
 KV1040  HISTORY     - 1942     MONUMENTED       CGS
 KV1040  HISTORY     - 1956     GOOD             CGS
 KV1040  HISTORY     - 1978     MARK NOT FOUND   LOCENG
 KV1040
 KV1040                          STATION DESCRIPTION
 KV1040
 KV1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1040'1.3 MI SE FROM WRIGHTSTOWN.
 KV1040'1.3 MILES SOUTHEAST ALONG COUNTY ROAD NO. 413 FROM THE POST
 KV1040'OFFICE AT WRIGHTSTOWN, 2.7 MILES NORTHWEST ALONG COUNTY ROAD NO. 413
 KV1040'FROM THE FIRST NATIONAL BANK AND TRUST COMPANY AT NEWTOWN, 0.05 MILE
 KV1040'SOUTHEAST OF A BROWN STUCCO HOUSE, ABOUT MIDWAY BETWEEN TELEPHONE
 KV1040'POLES NO. 373 AND 375, 36.3 FEET WEST OF THE CENTER LINE OF THE ROAD,
 KV1040'15 1/2 FEET WEST OF A CORNER FENCE POST, 1 1/2 FOOT NORTH OF A WIRE
 KV1040'FENCE, 1-FOOT BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 KV1040'CONCRETE POST PROJECTING 3 INCHES.
 KV1040
 KV1040                          STATION RECOVERY (1978)
 KV1040
 KV1040'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 KV1040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0165 ***********************************************************************
 MA0165  DESIGNATION -  E 19
 MA0165  PID         -  MA0165
 MA0165  STATE/COUNTY-  PA/CAMERON
 MA0165  USGS QUAD   -  SINNEMAHONING (1977)
 MA0165
 MA0165                         *CURRENT SURVEY CONTROL
 MA0165  ___________________________________________________________________
 MA0165* NAD 83(1986)-  41 17 59.     (N)    078 03 35.     (W)     SCALED    
 MA0165* NAVD 88     -       235.799  (meters)     773.62   (feet)  ADJUSTED  
 MA0165  ___________________________________________________________________
 MA0165  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 MA0165  DYNAMIC HT  -         235.691 (meters)     773.26  (feet)  COMP
 MA0165  MODELED GRAV-     980,160.9   (mgal)                       NAVD 88
 MA0165
 MA0165  VERT ORDER  -  SECOND    CLASS 0
 MA0165
 MA0165.The horizontal coordinates were scaled from a topographic map and have
 MA0165.an estimated accuracy of +/- 6 seconds.
 MA0165
 MA0165.The orthometric height was determined by differential leveling
 MA0165.and adjusted by the National Geodetic Survey in June 1991..
 MA0165
 MA0165.The geoid height was determined by GEOID03.
 MA0165
 MA0165.The dynamic height is computed by dividing the NAVD 88
 MA0165.geopotential number by the normal gravity value computed on the
 MA0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0165.degrees latitude (g = 980.6199 gals.).
 MA0165
 MA0165.The modeled gravity was interpolated from observed gravity values.
 MA0165
 MA0165;                    North         East    Units  Estimated Accuracy
 MA0165;SPC PA N     -   125,880.      574,060.      MT  (+/- 180 meters Scaled)
 MA0165
 MA0165                          SUPERSEDED SURVEY CONTROL
 MA0165
 MA0165  NGVD 29 (??/??/92)  235.970  (m)          774.18   (f) ADJ UNCH    2 0
 MA0165
 MA0165.Superseded values are not recommended for survey control.
 MA0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0165.See file dsdata.txt to determine how the superseded data were derived.
 MA0165
 MA0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF461762(NAD 83)
 MA0165_MARKER: DB = BENCH MARK DISK
 MA0165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0165_SP_SET: BRIDGE
 MA0165_STAMPING: E 19 1934
 MA0165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0165
 MA0165  HISTORY     - Date     Condition        Report By
 MA0165  HISTORY     - 1934     MONUMENTED       CGS
 MA0165
 MA0165                          STATION DESCRIPTION
 MA0165
 MA0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0165'2.2 MI E FROM SINNAMAHONING.
 MA0165'ABOUT 2.2 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0165'SINNAMAHONING, CAMERON COUNTY, AT BRIDGE 173.18, IN THE TOP
 MA0165'OF THE SOUTH END OF THE EAST CONCRETE BACK WALL, 8 FEET SOUTH
 MA0165'OF THE CENTER LINE OF THE EAST-BOUND TRACK, AND ABOUT 1 FOOT
 MA0165'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED E 19
 MA0165'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2729 ***********************************************************************
 KV2729  DESIGNATION -  E 190
 KV2729  PID         -  KV2729
 KV2729  STATE/COUNTY-  PA/LEHIGH
 KV2729  USGS QUAD   -  NEW TRIPOLI (1994)
 KV2729
 KV2729                         *CURRENT SURVEY CONTROL
 KV2729  ___________________________________________________________________
 KV2729* NAD 83(1986)-  40 40 39.     (N)    075 46 59.     (W)     SCALED    
 KV2729* NAVD 88     -       153.870  (meters)     504.82   (feet)  ADJUSTED  
 KV2729  ___________________________________________________________________
 KV2729  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KV2729  DYNAMIC HT  -         153.794 (meters)     504.57  (feet)  COMP
 KV2729  MODELED GRAV-     980,127.5   (mgal)                       NAVD 88
 KV2729
 KV2729  VERT ORDER  -  SECOND    CLASS 0
 KV2729
 KV2729.The horizontal coordinates were scaled from a topographic map and have
 KV2729.an estimated accuracy of +/- 6 seconds.
 KV2729
 KV2729.The orthometric height was determined by differential leveling
 KV2729.and adjusted by the National Geodetic Survey in June 1991..
 KV2729
 KV2729.The geoid height was determined by GEOID03.
 KV2729
 KV2729.The dynamic height is computed by dividing the NAVD 88
 KV2729.geopotential number by the normal gravity value computed on the
 KV2729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2729.degrees latitude (g = 980.6199 gals.).
 KV2729
 KV2729.The modeled gravity was interpolated from observed gravity values.
 KV2729
 KV2729;                    North         East    Units  Estimated Accuracy
 KV2729;SPC PA S     -   151,100.      766,270.      MT  (+/- 180 meters Scaled)
 KV2729
 KV2729                          SUPERSEDED SURVEY CONTROL
 KV2729
 KV2729  NGVD 29 (??/??/??)  154.069  (m)          505.47   (f) ADJUSTED    2 0
 KV2729
 KV2729.Superseded values are not recommended for survey control.
 KV2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2729.See file dsdata.txt to determine how the superseded data were derived.
 KV2729
 KV2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL338032(NAD 83)
 KV2729_MARKER: DB = BENCH MARK DISK
 KV2729_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2729_SP_SET: ABUTMENT
 KV2729_STAMPING: E 190 1942
 KV2729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2729
 KV2729  HISTORY     - Date     Condition        Report By
 KV2729  HISTORY     - 1942     MONUMENTED       CGS
 KV2729
 KV2729                          STATION DESCRIPTION
 KV2729
 KV2729'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2729'1.3 MI E FROM LYNNPORT.
 KV2729'1.3 MILES EAST ALONG THE READING RAILROAD FROM THE STATION AT
 KV2729'LYNNPORT, SET IN THE SOUTHWEST CORNER OF THE SOUTHEAST ABUTMENT
 KV2729'OF BRIDGE NO. 32-82, 7 RAILS NORTHWEST OF A PUBLIC ROAD CROSSING,
 KV2729'2 1/2 RAILS EAST OF A PRIVATE ROAD CROSSING, 7.6 FEET SOUTHWEST
 KV2729'OF THE SOUTHWEST RAIL OF THE TRACK, 2.5 FEET BELOW TRACK LEVEL.  A
 KV2729'STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2747 ***********************************************************************
 KV2747  DESIGNATION -  E 192
 KV2747  PID         -  KV2747
 KV2747  STATE/COUNTY-  PA/SCHUYLKILL
 KV2747  USGS QUAD   -  NEW TRIPOLI (1994)
 KV2747
 KV2747                         *CURRENT SURVEY CONTROL
 KV2747  ___________________________________________________________________
 KV2747* NAD 83(1986)-  40 42 22.     (N)    075 52 05.     (W)     SCALED    
 KV2747* NAVD 88     -       218.834  (meters)     717.96   (feet)  ADJUSTED  
 KV2747  ___________________________________________________________________
 KV2747  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 KV2747  DYNAMIC HT  -         218.724 (meters)     717.60  (feet)  COMP
 KV2747  MODELED GRAV-     980,119.0   (mgal)                       NAVD 88
 KV2747
 KV2747  VERT ORDER  -  SECOND    CLASS 0
 KV2747
 KV2747.The horizontal coordinates were scaled from a topographic map and have
 KV2747.an estimated accuracy of +/- 6 seconds.
 KV2747
 KV2747.The orthometric height was determined by differential leveling
 KV2747.and adjusted by the National Geodetic Survey in June 1991..
 KV2747
 KV2747.The geoid height was determined by GEOID03.
 KV2747
 KV2747.The dynamic height is computed by dividing the NAVD 88
 KV2747.geopotential number by the normal gravity value computed on the
 KV2747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2747.degrees latitude (g = 980.6199 gals.).
 KV2747
 KV2747.The modeled gravity was interpolated from observed gravity values.
 KV2747
 KV2747;                    North         East    Units  Estimated Accuracy
 KV2747;SPC PA S     -   154,120.      759,020.      MT  (+/- 180 meters Scaled)
 KV2747
 KV2747                          SUPERSEDED SURVEY CONTROL
 KV2747
 KV2747  NGVD 29 (??/??/??)  219.029  (m)          718.60   (f) ADJUSTED    2 0
 KV2747
 KV2747.Superseded values are not recommended for survey control.
 KV2747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2747.See file dsdata.txt to determine how the superseded data were derived.
 KV2747
 KV2747_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL266064(NAD 83)
 KV2747_MARKER: DB = BENCH MARK DISK
 KV2747_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2747_SP_SET: BRIDGE
 KV2747_STAMPING: E 192 1942
 KV2747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2747
 KV2747  HISTORY     - Date     Condition        Report By
 KV2747  HISTORY     - 1942     MONUMENTED       CGS
 KV2747
 KV2747                          STATION DESCRIPTION
 KV2747
 KV2747'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2747'1.1 MI SW FROM SNYDERS.
 KV2747'1.1 MILES SOUTHWEST ALONG THE LEHIGH VALLEY RAILROAD FROM THE
 KV2747'INTERSECTION OF THE RAILROAD AND U.S. HIGHWAY NO. 29 AT SNYDERS,
 KV2747'14 RAILS NORTHEAST OF A PRIVATE ROAD CROSSING, SET IN THE
 KV2747'SOUTHWEST CORNER OF THE SOUTHEAST WALL OF A LARGE STONE ARCH
 KV2747'BRIDGE, BRIDGE NO. PO-127, 20 FEET SOUTHEAST OF THE SOUTHEAST
 KV2747'RAIL OF THE TRACK, 3.9 FEET NORTHEAST OF THE SOUTHWEST END OF
 KV2747'THE WALL.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1948 ***********************************************************************
 JV1948  DESIGNATION -  E 193 PADH
 JV1948  PID         -  JV1948
 JV1948  STATE/COUNTY-  PA/ADAMS
 JV1948  USGS QUAD   -  BLUE RIDGE SUMMIT (1985)
 JV1948
 JV1948                         *CURRENT SURVEY CONTROL
 JV1948  ___________________________________________________________________
 JV1948* NAD 83(1986)-  39 44 34.     (N)    077 24 40.     (W)     SCALED    
 JV1948* NAVD 88     -       192.867  (meters)     632.76   (feet)  ADJUSTED  
 JV1948  ___________________________________________________________________
 JV1948  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JV1948  DYNAMIC HT  -         192.760 (meters)     632.41  (feet)  COMP
 JV1948  MODELED GRAV-     980,069.0   (mgal)                       NAVD 88
 JV1948
 JV1948  VERT ORDER  -  SECOND    CLASS 0
 JV1948
 JV1948.The horizontal coordinates were scaled from a topographic map and have
 JV1948.an estimated accuracy of +/- 6 seconds.
 JV1948
 JV1948.The orthometric height was determined by differential leveling
 JV1948.and adjusted by the National Geodetic Survey in June 1991..
 JV1948
 JV1948.The geoid height was determined by GEOID03.
 JV1948
 JV1948.The dynamic height is computed by dividing the NAVD 88
 JV1948.geopotential number by the normal gravity value computed on the
 JV1948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1948.degrees latitude (g = 980.6199 gals.).
 JV1948
 JV1948.The modeled gravity was interpolated from observed gravity values.
 JV1948
 JV1948;                    North         East    Units  Estimated Accuracy
 JV1948;SPC PA S     -    45,520.      629,050.      MT  (+/- 180 meters Scaled)
 JV1948
 JV1948                          SUPERSEDED SURVEY CONTROL
 JV1948
 JV1948  NGVD 29 (??/??/??)  193.046  (m)          633.35   (f) ADJUSTED    2 0
 JV1948
 JV1948.Superseded values are not recommended for survey control.
 JV1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1948.See file dsdata.txt to determine how the superseded data were derived.
 JV1948
 JV1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK934019(NAD 83)
 JV1948_MARKER: DD = SURVEY DISK
 JV1948_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1948_SP_SET: BRIDGE
 JV1948_STAMPING: E 193 1942
 JV1948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1948_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JV1948+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2002
 JV1948
 JV1948  HISTORY     - Date     Condition        Report By
 JV1948  HISTORY     - 1942     MONUMENTED       PADH
 JV1948  HISTORY     - 1942     GOOD             CGS
 JV1948  HISTORY     - 20020609 GOOD             GEOCAC
 JV1948
 JV1948                          STATION DESCRIPTION
 JV1948
 JV1948'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1948'4.6 MI NW FROM EMMITSBURG.
 JV1948'IN ADAMS COUNTY, PENNSYLVANIA, 4.6 MILES NORTHWEST OF THE POST
 JV1948'OFFICE AT EMMITSBURG, FREDERICK COUNTY, MARYLAND, ON STATE
 JV1948'HIGHWAY 16, 67.6 FEET NORTHWEST OF A 40-INCH SYCAMORE TREE, 28
 JV1948'FEET NORTHEAST OF A POWER-TRANSMISSION LINE POLE, AT A BRIDGE,
 JV1948'IN THE TOP OF THE NORTHEAST WING WALL, AND 13 FEET NORTH OF THE
 JV1948'CENTER LINE OF THE HIGHWAY.  A PENNSYLVANIA STATE HIGHWAY
 JV1948'DEPARTMENT STANDARD DISK, STAMPED E 193 1942.
 JV1948
 JV1948                          STATION RECOVERY (2002)
 JV1948
 JV1948'RECOVERY NOTE BY GEOCACHING 2002 (MHB)
 JV1948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1922 ***********************************************************************
 JV1922  DESIGNATION -  E 194 PADH
 JV1922  PID         -  JV1922
 JV1922  STATE/COUNTY-  PA/ADAMS
 JV1922  USGS QUAD   -  MC SHERRYSTOWN (1990)
 JV1922
 JV1922                         *CURRENT SURVEY CONTROL
 JV1922  ___________________________________________________________________
 JV1922* NAD 83(1986)-  39 46 29.     (N)    077 00 42.     (W)     SCALED    
 JV1922* NAVD 88     -       179.856  (meters)     590.08   (feet)  ADJUSTED  
 JV1922  ___________________________________________________________________
 JV1922  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 JV1922  DYNAMIC HT  -         179.761 (meters)     589.77  (feet)  COMP
 JV1922  MODELED GRAV-     980,094.5   (mgal)                       NAVD 88
 JV1922
 JV1922  VERT ORDER  -  SECOND    CLASS 0
 JV1922
 JV1922.The horizontal coordinates were scaled from a topographic map and have
 JV1922.an estimated accuracy of +/- 6 seconds.
 JV1922
 JV1922.The orthometric height was determined by differential leveling
 JV1922.and adjusted by the National Geodetic Survey in June 1991..
 JV1922
 JV1922.The geoid height was determined by GEOID03.
 JV1922
 JV1922.The dynamic height is computed by dividing the NAVD 88
 JV1922.geopotential number by the normal gravity value computed on the
 JV1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1922.degrees latitude (g = 980.6199 gals.).
 JV1922
 JV1922.The modeled gravity was interpolated from observed gravity values.
 JV1922
 JV1922;                    North         East    Units  Estimated Accuracy
 JV1922;SPC PA S     -    49,270.      663,260.      MT  (+/- 180 meters Scaled)
 JV1922
 JV1922                          SUPERSEDED SURVEY CONTROL
 JV1922
 JV1922  NGVD 29 (??/??/??)  180.060  (m)          590.75   (f) ADJUSTED    2 0
 JV1922
 JV1922.Superseded values are not recommended for survey control.
 JV1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1922.See file dsdata.txt to determine how the superseded data were derived.
 JV1922
 JV1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK277046(NAD 83)
 JV1922_MARKER: DD = SURVEY DISK
 JV1922_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1922_SP_SET: BRIDGE
 JV1922_STAMPING: E 194 1942
 JV1922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1922
 JV1922  HISTORY     - Date     Condition        Report By
 JV1922  HISTORY     - 1942     MONUMENTED       PADH
 JV1922  HISTORY     - 1942     GOOD             CGS
 JV1922
 JV1922                          STATION DESCRIPTION
 JV1922
 JV1922'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1922'3.1 MI SW FROM HANOVER.
 JV1922'IN ADAMS COUNTY, 3.1 MILES SOUTHWEST ALONG STATE HIGHWAY 194
 JV1922'FROM THE RAILROAD STATION AT HANOVER, YORK COUNTY, 20.9 FEET
 JV1922'NORTHEAST OF A POWER-TRANSMISSION LINE POLE, AT A BRIDGE IN
 JV1922'THE TOP OF THE NORTHEAST WING WALL, 11.9 FEET NORTH OF THE CENTER
 JV1922'LINE OF THE HIGHWAY, AND 7 FEET SOUTH OF AN EAST-AND-WEST FENCE.
 JV1922'A PENNSYLVANIA STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED
 JV1922'E 194 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1076 ***********************************************************************
 KX1076  DESIGNATION -  E 195
 KX1076  PID         -  KX1076
 KX1076  STATE/COUNTY-  PA/WESTMORELAND
 KX1076  USGS QUAD   -  DERRY (1977)
 KX1076
 KX1076                         *CURRENT SURVEY CONTROL
 KX1076  ___________________________________________________________________
 KX1076* NAD 83(1986)-  40 16 01.     (N)    079 17 30.     (W)     SCALED    
 KX1076* NAVD 88     -       360.598  (meters)    1183.06   (feet)  ADJUSTED  
 KX1076  ___________________________________________________________________
 KX1076  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KX1076  DYNAMIC HT  -         360.403 (meters)    1182.42  (feet)  COMP
 KX1076  MODELED GRAV-     980,076.2   (mgal)                       NAVD 88
 KX1076
 KX1076  VERT ORDER  -  SECOND    CLASS 0
 KX1076
 KX1076.The horizontal coordinates were scaled from a topographic map and have
 KX1076.an estimated accuracy of +/- 6 seconds.
 KX1076
 KX1076.The orthometric height was determined by differential leveling
 KX1076.and adjusted by the National Geodetic Survey in June 1991..
 KX1076
 KX1076.The geoid height was determined by GEOID03.
 KX1076
 KX1076.The dynamic height is computed by dividing the NAVD 88
 KX1076.geopotential number by the normal gravity value computed on the
 KX1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1076.degrees latitude (g = 980.6199 gals.).
 KX1076
 KX1076.The modeled gravity was interpolated from observed gravity values.
 KX1076
 KX1076;                    North         East    Units  Estimated Accuracy
 KX1076;SPC PA S     -   104,810.      468,880.      MT  (+/- 180 meters Scaled)
 KX1076
 KX1076                          SUPERSEDED SURVEY CONTROL
 KX1076
 KX1076  NGVD 29 (??/??/92)  360.780  (m)         1183.66   (f) ADJ UNCH    2 0
 KX1076
 KX1076.Superseded values are not recommended for survey control.
 KX1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1076.See file dsdata.txt to determine how the superseded data were derived.
 KX1076
 KX1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE452587(NAD 83)
 KX1076_MARKER: DB = BENCH MARK DISK
 KX1076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1076_SP_SET: CULVERT
 KX1076_STAMPING: E 195 1943
 KX1076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1076
 KX1076  HISTORY     - Date     Condition        Report By
 KX1076  HISTORY     - 1943     MONUMENTED       CGS
 KX1076  HISTORY     - 1954     GOOD             NGS
 KX1076
 KX1076                          STATION DESCRIPTION
 KX1076
 KX1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KX1076'3.6 MI NW FROM LIGONIER.
 KX1076'3.6 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE SQUARE AT
 KX1076'LIGONIER, ABOUT 0.25 MILE SOUTHEAST OF BRIDGE OVER LOYALHANNA
 KX1076'CREEK, AT THE JUNCTION OF A DRIVE SOUTH, IN THE TOP OF THE
 KX1076'NORTHWEST END OF NORTHEAST CONCRETE HEADWALL OF A 15-INCH PIPE
 KX1076'CULVERT, 18 1/2 FEET NORTHEAST OF CENTER LINE OF HIGHWAY AND
 KX1076'ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1109 ***********************************************************************
 KX1109  DESIGNATION -  E 196
 KX1109  PID         -  KX1109
 KX1109  STATE/COUNTY-  PA/WESTMORELAND
 KX1109  USGS QUAD   -  SEVEN SPRINGS (1993)
 KX1109
 KX1109                         *CURRENT SURVEY CONTROL
 KX1109  ___________________________________________________________________
 KX1109* NAD 83(1992)-  40 05 01.09827(N)    079 21 06.30954(W)     ADJUSTED  
 KX1109* NAVD 88     -       456.738  (meters)    1498.48   (feet)  ADJUSTED  
 KX1109  ___________________________________________________________________
 KX1109  X           -     903,025.643 (meters)                     COMP
 KX1109  Y           -  -4,802,903.341 (meters)                     COMP
 KX1109  Z           -   4,085,368.885 (meters)                     COMP
 KX1109  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 KX1109  ELLIP HEIGHT-         424.83  (meters)          (06/21/02) GPS OBS
 KX1109  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KX1109  DYNAMIC HT  -         456.475 (meters)    1497.62  (feet)  COMP
 KX1109  MODELED GRAV-     980,036.0   (mgal)                       NAVD 88
 KX1109
 KX1109  HORZ ORDER  -  THIRD
 KX1109  VERT ORDER  -  SECOND    CLASS 0
 KX1109  ELLP ORDER  -  FOURTH    CLASS I
 KX1109
 KX1109.The horizontal coordinates were established by GPS observations
 KX1109.and adjusted by the National Geodetic Survey in June 2002..
 KX1109
 KX1109.The orthometric height was determined by differential leveling
 KX1109.and adjusted by the National Geodetic Survey in June 1991..
 KX1109
 KX1109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KX1109
 KX1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1109
 KX1109.The ellipsoidal height was determined by GPS observations
 KX1109.and is referenced to NAD 83.
 KX1109
 KX1109.The geoid height was determined by GEOID03.
 KX1109
 KX1109.The dynamic height is computed by dividing the NAVD 88
 KX1109.geopotential number by the normal gravity value computed on the
 KX1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1109.degrees latitude (g = 980.6199 gals.).
 KX1109
 KX1109.The modeled gravity was interpolated from observed gravity values.
 KX1109
 KX1109;                    North         East     Units Scale Factor Converg.
 KX1109;SPC PA S     -    84,548.654   463,397.426   MT  0.99997990   -1 02 21.1
 KX1109;SPC PA S     -   277,390.04  1,520,329.72   sFT  0.99997990   -1 02 21.1
 KX1109;UTM  17      - 4,438,342.035   640,525.445   MT  0.99984310   +1 03 41.4
 KX1109
 KX1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX1109!SPC PA S     -   0.99993336  x   0.99997990  =   0.99991326
 KX1109!UTM  17      -   0.99993336  x   0.99984310  =   0.99977647
 KX1109
 KX1109                          SUPERSEDED SURVEY CONTROL
 KX1109
 KX1109  NAD 83(1995)-  40 05 01.10273(N)    079 21 06.31178(W) AD(       ) 3
 KX1109  ELLIP H (01/27/92)  424.58   (m)                       GP(       ) 4 1
 KX1109  NAD 83(1986)-  40 05 01.10717(N)    079 21 06.31803(W) AD(       ) 3
 KX1109  NGVD 29 (??/??/92)  456.893  (m)         1498.99   (f) ADJ UNCH    2 0
 KX1109
 KX1109.Superseded values are not recommended for survey control.
 KX1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1109.See file dsdata.txt to determine how the superseded data were derived.
 KX1109
 KX1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE4052538342(NAD 83)
 KX1109_MARKER: DB = BENCH MARK DISK
 KX1109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1109_SP_SET: CULVERT
 KX1109_STAMPING: E 196 1943
 KX1109_MARK LOGO: CGS   
 KX1109_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX1109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX1109+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1988
 KX1109
 KX1109  HISTORY     - Date     Condition        Report By
 KX1109  HISTORY     - 1943     MONUMENTED       CGS
 KX1109  HISTORY     - 1954     GOOD             NGS
 KX1109  HISTORY     - 19880913 GOOD             NGS
 KX1109  HISTORY     - 19970410 GOOD             GWINEN
 KX1109
 KX1109                          STATION DESCRIPTION
 KX1109
 KX1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KX1109'0.6 MI SW FROM JONES MILLS.
 KX1109'0.55 MILE SOUTHWEST ALONG STATE HIGHWAYS 381 - 711 FROM THE
 KX1109'JUNCTION OF STATE HIGHWAY 31 AT JONES MILLS, ABOUT 0.15 MILE SOUTH
 KX1109'OF VALLEY BRETHREN CHURCH, IN THE TOP OF THE SOUTHWEST END OF
 KX1109'THE NORTHWEST HEAD WALL OF AN 8-FOOT SKEW CULVERT UNDER HIGHWAY,
 KX1109'17 FEET NORTHWEST OF CENTER LINE OF HIGHWAY AND ABOUT 1 FOOT
 KX1109'ABOVE LEVEL OF HIGHWAY.
 KX1109
 KX1109                          STATION RECOVERY (1988)
 KX1109
 KX1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KX1109'THE STATION WAS RECOVERED IN GOOD CONDITION, A COMPLETE DESCRIPTION
 KX1109'FOLLOWS.
 KX1109'THE STATION IS LOCATED ABOUT 3.7 KM (2.30 MI) SOUTHEAST OF DONEGAL,
 KX1109'1.2 KM (0.75 MI) SOUTHWEST OF JONES MILLS, AND 1.0 KM (0.60 MI) NORTH
 KX1109'OF CHAMPION.
 KX1109'OWNERSHIP--STATE OF PENNSYLVANIA.
 KX1109'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 31, 381, AND
 KX1109'711 IN WEST JONES MILLS, GO SOUTHWEST ON HIGHWAYS 381 AND 711 FOR 0.9
 KX1109'KM (0.55 MI) TO THE STATION ON THE RIGHT, JUST BEFORE REACHING A
 KX1109'DRIVEWAY TO THE MOUNTAIN SHOP, IN THE SOUTHWEST END OF THE NORTHWEST
 KX1109'CONCRETE HEADWALL OF A SMALL HIGHWAY BRIDGE.
 KX1109'THE STATION MARK IS A STANDARD NGS DISK SET IN THE TOP OF A CONCRETE
 KX1109'HEADWALL THAT PROJECTS 4 CM ABOVE THE GROUND.  LOCATED 14.2 M
 KX1109'(46.6 FT) NORTHEAST OF THE CENTER OF THE DRIVEWAY, 5.2 M (17.1 FT)
 KX1109'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.2 M (0.7 FT)
 KX1109'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.
 KX1109'DESCIRBED BY E.J. HANSMANN, TYPED BY R.L. ZURFLUH.
 KX1109
 KX1109                          STATION RECOVERY (1997)
 KX1109
 KX1109'RECOVERY NOTE BY GWIN ENGINEERS INC. 1997 (HGM)
 KX1109'STATION WAS FOUND AS DESCRIBED IN DATA SHEETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0834 ***********************************************************************
 JU0834  DESIGNATION -  E 197
 JU0834  PID         -  JU0834
 JU0834  STATE/COUNTY-  PA/PHILADELPHIA
 JU0834  USGS QUAD   -  PHILADELPHIA (1994)
 JU0834
 JU0834                         *CURRENT SURVEY CONTROL
 JU0834  ___________________________________________________________________
 JU0834* NAD 83(1986)-  39 59 30.     (N)    075 13 36.     (W)     SCALED    
 JU0834* NAVD 88     -        55.946  (meters)     183.55   (feet)  ADJUSTED  
 JU0834  ___________________________________________________________________
 JU0834  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 JU0834  DYNAMIC HT  -          55.920 (meters)     183.46  (feet)  COMP
 JU0834  MODELED GRAV-     980,169.2   (mgal)                       NAVD 88
 JU0834
 JU0834  VERT ORDER  -  THIRD
 JU0834
 JU0834.The horizontal coordinates were scaled from a topographic map and have
 JU0834.an estimated accuracy of +/- 6 seconds.
 JU0834
 JU0834.The orthometric height was determined by differential leveling
 JU0834.and adjusted by the National Geodetic Survey in June 1991..
 JU0834
 JU0834.The geoid height was determined by GEOID03.
 JU0834
 JU0834.The dynamic height is computed by dividing the NAVD 88
 JU0834.geopotential number by the normal gravity value computed on the
 JU0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0834.degrees latitude (g = 980.6199 gals.).
 JU0834
 JU0834.The modeled gravity was interpolated from observed gravity values.
 JU0834
 JU0834;                    North         East    Units  Estimated Accuracy
 JU0834;SPC PA S     -    76,180.      815,470.      MT  (+/- 180 meters Scaled)
 JU0834
 JU0834                          SUPERSEDED SURVEY CONTROL
 JU0834
 JU0834  NGVD 29 (??/??/??)   56.274  (m)          184.63   (f) ADJUSTED    3 0
 JU0834
 JU0834.Superseded values are not recommended for survey control.
 JU0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0834.See file dsdata.txt to determine how the superseded data were derived.
 JU0834
 JU0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK806268(NAD 83)
 JU0834_MARKER: DB = BENCH MARK DISK
 JU0834_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0834_SP_SET: CURB
 JU0834_STAMPING: E-197-1946
 JU0834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0834
 JU0834  HISTORY     - Date     Condition        Report By
 JU0834  HISTORY     - 1946     MONUMENTED       CGS
 JU0834  HISTORY     - 1969     POOR             CGS
 JU0834
 JU0834                          STATION DESCRIPTION
 JU0834
 JU0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JU0834'AT PHILADELPHIA.
 JU0834'2 MILES SOUTH OF THE READING RAILWAY STATION AT WISSAHICKON,
 JU0834'45.7 FEET NORTH OF WYNNEFIELD AVENUE, 25.6 FEET WEST OF BRYN
 JU0834'MAWR AVENUE AND 13.6 FEET NORTH OF POWER POLE NUMBER F-1423.  IT
 JU0834'IS A STANDARD BM DISK SET FLUSH IN CONCRETE CURB AND STAMPED
 JU0834'E-197-1946.
 JU0834
 JU0834                          STATION RECOVERY (1969)
 JU0834
 JU0834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 JU0834'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0334 ***********************************************************************
 MB0334  DESIGNATION -  E 198
 MB0334  PID         -  MB0334
 MB0334  STATE/COUNTY-  PA/LAWRENCE
 MB0334  USGS QUAD   -  EDINBURG (1990)
 MB0334
 MB0334                         *CURRENT SURVEY CONTROL
 MB0334  ___________________________________________________________________
 MB0334* NAD 83(1986)-  41 00 01.     (N)    080 24 41.     (W)     SCALED    
 MB0334* NAVD 88     -       241.612  (meters)     792.69   (feet)  ADJUSTED  
 MB0334  ___________________________________________________________________
 MB0334  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 MB0334  DYNAMIC HT  -         241.498 (meters)     792.31  (feet)  COMP
 MB0334  MODELED GRAV-     980,143.7   (mgal)                       NAVD 88
 MB0334
 MB0334  VERT ORDER  -  FIRST     CLASS II
 MB0334
 MB0334.The horizontal coordinates were scaled from a topographic map and have
 MB0334.an estimated accuracy of +/- 6 seconds.
 MB0334
 MB0334.The orthometric height was determined by differential leveling
 MB0334.and adjusted by the National Geodetic Survey in June 1991..
 MB0334
 MB0334.The geoid height was determined by GEOID03.
 MB0334
 MB0334.The dynamic height is computed by dividing the NAVD 88
 MB0334.geopotential number by the normal gravity value computed on the
 MB0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0334.degrees latitude (g = 980.6199 gals.).
 MB0334
 MB0334.The modeled gravity was interpolated from observed gravity values.
 MB0334
 MB0334;                    North         East    Units  Estimated Accuracy
 MB0334;SPC PA S     -   188,470.      376,120.      MT  (+/- 180 meters Scaled)
 MB0334
 MB0334                          SUPERSEDED SURVEY CONTROL
 MB0334
 MB0334  NGVD 29 (??/??/92)  241.768  (m)          793.20   (f) ADJ UNCH    1 2
 MB0334
 MB0334.Superseded values are not recommended for survey control.
 MB0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0334.See file dsdata.txt to determine how the superseded data were derived.
 MB0334
 MB0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF495389(NAD 83)
 MB0334_MARKER: DB = BENCH MARK DISK
 MB0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0334_STAMPING: E 198 1950
 MB0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0334+STABILITY: SURFACE MOTION
 MB0334
 MB0334  HISTORY     - Date     Condition        Report By
 MB0334  HISTORY     - 1950     MONUMENTED       CGS
 MB0334  HISTORY     - 1967     GOOD             NGS
 MB0334
 MB0334                          STATION DESCRIPTION
 MB0334
 MB0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0334'2.8 MI NW FROM MAHONINGTOWN.
 MB0334'ABOUT 2.8 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MB0334'FROM THE NEW CASTLE STATION AT MAHONINGTOWN, AT A GRAVEL ROAD
 MB0334'CROSSING, AT MILE-POST 60-27.  IT IS 30 FEET NORTHEAST OF THE
 MB0334'NORTHEAST RAIL, 20 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 MB0334'9 FEET NORTHEAST OF A STOP SIGNAL BASE, 6 FEET NORTHEAST OF
 MB0334'MILE-POST 60-27, 2 FEET NORTHEAST OF A WHITE WITNESS POST AND
 MB0334'1 FOOT ABOVE THE LEVEL OF THE TRACK.  A STANDARD DISK SET IN THE
 MB0334'TOP OF A CONCRETE POST PROJECTING 3 INCHES.  THIS MARK CAN ALSO
 MB0334'BE REACHED BY GOING 2.1 MILE SOUTHEAST FROM THE U.S. 224 BRIDGE
 MB0334'OVER THE MAHONING RIVER AT EDINBURG.
 MB0334
 MB0334                          STATION RECOVERY (1967)
 MB0334
 MB0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MB0334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0043 ***********************************************************************
 KY0043  DESIGNATION -  E 199
 KY0043  PID         -  KY0043
 KY0043  STATE/COUNTY-  PA/BEAVER
 KY0043  USGS QUAD   -  BEAVER (1979)
 KY0043
 KY0043                         *CURRENT SURVEY CONTROL
 KY0043  ___________________________________________________________________
 KY0043* NAD 83(1986)-  40 42 22.     (N)    080 17 34.     (W)     SCALED    
 KY0043* NAVD 88     -       217.492  (meters)     713.55   (feet)  ADJUSTED  
 KY0043  ___________________________________________________________________
 KY0043  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 KY0043  DYNAMIC HT  -         217.382 (meters)     713.19  (feet)  COMP
 KY0043  MODELED GRAV-     980,117.1   (mgal)                       NAVD 88
 KY0043
 KY0043  VERT ORDER  -  FIRST     CLASS I
 KY0043
 KY0043.The horizontal coordinates were scaled from a topographic map and have
 KY0043.an estimated accuracy of +/- 6 seconds.
 KY0043
 KY0043.The orthometric height was determined by differential leveling
 KY0043.and adjusted by the National Geodetic Survey in June 1991..
 KY0043
 KY0043.The geoid height was determined by GEOID03.
 KY0043
 KY0043.The dynamic height is computed by dividing the NAVD 88
 KY0043.geopotential number by the normal gravity value computed on the
 KY0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0043.degrees latitude (g = 980.6199 gals.).
 KY0043
 KY0043.The modeled gravity was interpolated from observed gravity values.
 KY0043
 KY0043;                    North         East    Units  Estimated Accuracy
 KY0043;SPC PA S     -   155,520.      385,150.      MT  (+/- 180 meters Scaled)
 KY0043
 KY0043                          SUPERSEDED SURVEY CONTROL
 KY0043
 KY0043  NGVD 29 (??/??/92)  217.614  (m)          713.96   (f) ADJ UNCH    1 1
 KY0043
 KY0043.Superseded values are not recommended for survey control.
 KY0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0043.See file dsdata.txt to determine how the superseded data were derived.
 KY0043
 KY0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF597063(NAD 83)
 KY0043_MARKER: DB = BENCH MARK DISK
 KY0043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0043_SP_SET: BASE
 KY0043_STAMPING: E 199 1950
 KY0043_MARK LOGO: CGS   
 KY0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY0043+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2005
 KY0043
 KY0043  HISTORY     - Date     Condition        Report By
 KY0043  HISTORY     - 1950     MONUMENTED       CGS
 KY0043  HISTORY     - 1966     GOOD             NGS
 KY0043  HISTORY     - 1983     GOOD             NGS
 KY0043  HISTORY     - 20050908 GOOD             PADT
 KY0043
 KY0043                          STATION DESCRIPTION
 KY0043
 KY0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY0043'AT ROCHESTER.
 KY0043'ABOUT 0.8 MILE NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KY0043'THE STATION AT ROCHESTER, ABOUT 0.5 MILE NORTHWEST OF MILEPOST
 KY0043'NO. P 26, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 KY0043'CONCRETE GUARD RAIL BASE TO A 30 FOOT CONCRETE AND STEEL RAILROAD
 KY0043'BRIDGE OVER A SMALL STREAM (MC KINLEY RUN), 42 FEET SOUTHWEST
 KY0043'OF THE CENTERLINE OF THE SOUTHBOUND LANE OF STATE HIGHWAY 18,
 KY0043'9.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST ONE
 KY0043'OF 4 TRACKS AND 1 FOOT BELOW LEVEL OF TRACKS.
 KY0043
 KY0043                          STATION RECOVERY (1983)
 KY0043
 KY0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0043'RECOVERED IN GOOD CONDITION.
 KY0043
 KY0043                          STATION RECOVERY (2005)
 KY0043
 KY0043'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (CB)
 KY0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2494 ***********************************************************************
 KX2494  DESIGNATION -  E 1=MR 23 RC
 KX2494  PID         -  KX2494
 KX2494  STATE/COUNTY-  PA/ALLEGHENY
 KX2494  USGS QUAD   -  GLASSPORT (1988)
 KX2494
 KX2494                         *CURRENT SURVEY CONTROL
 KX2494  ___________________________________________________________________
 KX2494* NAD 83(1986)-  40 16 14.     (N)    079 53 25.     (W)     SCALED    
 KX2494* NAVD 88     -       229.306  (meters)     752.31   (feet)  ADJUSTED  
 KX2494  ___________________________________________________________________
 KX2494  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KX2494  DYNAMIC HT  -         229.184 (meters)     751.91  (feet)  COMP
 KX2494  MODELED GRAV-     980,088.6   (mgal)                       NAVD 88
 KX2494
 KX2494  VERT ORDER  -  SECOND    CLASS I
 KX2494
 KX2494.The horizontal coordinates were scaled from a topographic map and have
 KX2494.an estimated accuracy of +/- 6 seconds.
 KX2494
 KX2494.The orthometric height was determined by differential leveling
 KX2494.and adjusted by the National Geodetic Survey in September 1994..
 KX2494
 KX2494.The geoid height was determined by GEOID03.
 KX2494
 KX2494.The dynamic height is computed by dividing the NAVD 88
 KX2494.geopotential number by the normal gravity value computed on the
 KX2494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX2494.degrees latitude (g = 980.6199 gals.).
 KX2494
 KX2494.The modeled gravity was interpolated from observed gravity values.
 KX2494
 KX2494;                    North         East    Units  Estimated Accuracy
 KX2494;SPC PA S     -   106,270.      417,980.      MT  (+/- 180 meters Scaled)
 KX2494
 KX2494                          SUPERSEDED SURVEY CONTROL
 KX2494
 KX2494.No superseded survey control is available for this station.
 KX2494
 KX2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE943583(NAD 83)
 KX2494_MARKER: DD = SURVEY DISK
 KX2494_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KX2494_SP_SET: CONCRETE CURB
 KX2494_STAMPING: E 1
 KX2494_MARK LOGO: USE   
 KX2494_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX2494
 KX2494  HISTORY     - Date     Condition        Report By
 KX2494  HISTORY     - 1979     MONUMENTED       USE
 KX2494  HISTORY     - 19890909 GOOD             HARTMN
 KX2494
 KX2494                          STATION DESCRIPTION
 KX2494
 KX2494'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 KX2494'ON THE RIGHT BANK OF THE MONONGAHELA RIVER AT MILE 23.2, IN ELIZABETH
 KX2494'BOROUGH, AT THE INTERSECTION OF FIRST AVENUE AND MULBERRY STREET,
 KX2494'NORTHWEST OF THE PENNSYLVANIA AND LAKE ERIE TRACK WHICH RUNS IN THE
 KX2494'CENTER OF FIRST AVENUE, A STANDARD USE BRASS DISK SET IN THE
 KX2494'NORTHWESTERLY CONCRETE CURB OF FIRST AVENUE, ABOUT 40 FT (12.2 MT)
 KX2494'SOUTHWEST OF THE SOUTHWEST CORNER OF DWELLING NO. 516.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2231 ***********************************************************************
 KV2231  DESIGNATION -  E 2
 KV2231  PID         -  KV2231
 KV2231  STATE/COUNTY-  PA/MONTGOMERY
 KV2231  USGS QUAD   -  POTTSTOWN (1980)
 KV2231
 KV2231                         *CURRENT SURVEY CONTROL
 KV2231  ___________________________________________________________________
 KV2231* NAD 83(1986)-  40 14 52.     (N)    075 39 46.     (W)     SCALED    
 KV2231* NAVD 88     -        44.967  (meters)     147.53   (feet)  ADJUSTED  
 KV2231  ___________________________________________________________________
 KV2231  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 KV2231  DYNAMIC HT  -          44.944 (meters)     147.45  (feet)  COMP
 KV2231  MODELED GRAV-     980,113.9   (mgal)                       NAVD 88
 KV2231
 KV2231  VERT ORDER  -  FIRST     CLASS I
 KV2231
 KV2231.The horizontal coordinates were scaled from a topographic map and have
 KV2231.an estimated accuracy of +/- 6 seconds.
 KV2231
 KV2231.The orthometric height was determined by differential leveling
 KV2231.and adjusted by the National Geodetic Survey in June 1991..
 KV2231.WARNING-Repeat measurements at this control monument indicate possible
 KV2231.vertical movement.
 KV2231
 KV2231.The geoid height was determined by GEOID03.
 KV2231
 KV2231.The dynamic height is computed by dividing the NAVD 88
 KV2231.geopotential number by the normal gravity value computed on the
 KV2231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2231.degrees latitude (g = 980.6199 gals.).
 KV2231
 KV2231.The modeled gravity was interpolated from observed gravity values.
 KV2231
 KV2231;                    North         East    Units  Estimated Accuracy
 KV2231;SPC PA S     -   103,630.      777,570.      MT  (+/- 180 meters Scaled)
 KV2231
 KV2231                          SUPERSEDED SURVEY CONTROL
 KV2231
 KV2231  NGVD 29 (??/??/??)   45.242  (m)          148.43   (f) ADJUSTED    1 1
 KV2231
 KV2231.Superseded values are not recommended for survey control.
 KV2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2231.See file dsdata.txt to determine how the superseded data were derived.
 KV2231
 KV2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK436554(NAD 83)
 KV2231_MARKER: DB = BENCH MARK DISK
 KV2231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2231_SP_SET: ABUTMENT
 KV2231_STAMPING: E 2 1929 148.405
 KV2231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2231+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2002
 KV2231
 KV2231  HISTORY     - Date     Condition        Report By
 KV2231  HISTORY     - 1929     MONUMENTED       CGS
 KV2231  HISTORY     - 1966     GOOD             CGS
 KV2231  HISTORY     - 1990     GOOD             USPSQD
 KV2231  HISTORY     - 20021026 GOOD             USPSQD
 KV2231
 KV2231                          STATION DESCRIPTION
 KV2231
 KV2231'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2231'0.6 MI W FROM POTTSTOWN.
 KV2231'ABOUT 0.6 MILE WEST ALONG THE READING COMPANY RAILROAD FROM THE
 KV2231'STATION AT POTTSTOWN, 8 FEET NORTH OF THE NORTH RAIL OF THE
 KV2231'NORTH SET OF MAIN LINE TRACKS, SET IN THE TOP OF THE NORTH END
 KV2231'OF THE WEST ABUTMENT OF A RAILROAD OVERPASS FOR A ROAD, ABOUT
 KV2231'LEVEL WITH THE TRACK.
 KV2231
 KV2231                          STATION RECOVERY (1990)
 KV2231
 KV2231'RECOVERY NOTE BY US POWER SQUADRON 1990 (JDC)
 KV2231'RECOVERED IN GOOD CONDITION.
 KV2231
 KV2231                          STATION RECOVERY (2002)
 KV2231
 KV2231'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KV2231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1300 ***********************************************************************
 LZ1300  DESIGNATION -  E 20
 LZ1300  PID         -  LZ1300
 LZ1300  STATE/COUNTY-  PA/CLINTON
 LZ1300  USGS QUAD   -  SNOW SHOE NW (1988)
 LZ1300
 LZ1300                         *CURRENT SURVEY CONTROL
 LZ1300  ___________________________________________________________________
 LZ1300* NAD 83(1986)-  41 09 51.     (N)    077 59 47.     (W)     SCALED    
 LZ1300* NAVD 88     -       235.798  (meters)     773.61   (feet)  ADJUSTED  
 LZ1300  ___________________________________________________________________
 LZ1300  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 LZ1300  DYNAMIC HT  -         235.677 (meters)     773.22  (feet)  COMP
 LZ1300  MODELED GRAV-     980,106.1   (mgal)                       NAVD 88
 LZ1300
 LZ1300  VERT ORDER  -  SECOND    CLASS 0
 LZ1300
 LZ1300.The horizontal coordinates were scaled from a topographic map and have
 LZ1300.an estimated accuracy of +/- 6 seconds.
 LZ1300
 LZ1300.The orthometric height was determined by differential leveling
 LZ1300.and adjusted by the National Geodetic Survey in June 1991..
 LZ1300
 LZ1300.The geoid height was determined by GEOID03.
 LZ1300
 LZ1300.The dynamic height is computed by dividing the NAVD 88
 LZ1300.geopotential number by the normal gravity value computed on the
 LZ1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1300.degrees latitude (g = 980.6199 gals.).
 LZ1300
 LZ1300.The modeled gravity was interpolated from observed gravity values.
 LZ1300
 LZ1300;                    North         East    Units  Estimated Accuracy
 LZ1300;SPC PA N     -   110,810.      579,320.      MT  (+/- 180 meters Scaled)
 LZ1300
 LZ1300                          SUPERSEDED SURVEY CONTROL
 LZ1300
 LZ1300  NGVD 29 (??/??/92)  235.962  (m)          774.15   (f) ADJ UNCH    2 0
 LZ1300
 LZ1300.Superseded values are not recommended for survey control.
 LZ1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1300.See file dsdata.txt to determine how the superseded data were derived.
 LZ1300
 LZ1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL486613(NAD 83)
 LZ1300_MARKER: DB = BENCH MARK DISK
 LZ1300_SETTING: 66 = SET IN ROCK OUTCROP
 LZ1300_SP_SET: ROCK LEDGE
 LZ1300_STAMPING: E 20 1934
 LZ1300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ1300+STABILITY: POSITION/ELEVATION WELL
 LZ1300
 LZ1300  HISTORY     - Date     Condition        Report By
 LZ1300  HISTORY     - 1934     MONUMENTED       CGS
 LZ1300
 LZ1300                          STATION DESCRIPTION
 LZ1300
 LZ1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1300'10.5 MI E FROM KARTHAUS.
 LZ1300'IN CLINTON COUNTY, ABOUT 10.5 MILES EAST ALONG THE NEW YORK
 LZ1300'CENTRAL RAILROAD FROM KARTHAUS, CLINTON COUNTY, AT MILEAGE
 LZ1300'C 42.1, ABOUT 325 FEET EAST OF MILEPOST C 42, ABOUT 400 FEET EAST
 LZ1300'OF CONCRETE STATION POST 305, ABOUT 340 FEET EAST OF WATCHMAN
 LZ1300'SHANTY 1381, AT A SMALL ROCK CUT, 10-1/2 FEET NORTH OF THE CENTER
 LZ1300'LINE OF THE TRACK, AND IN THE FACE OF A ROCK LEDGE, ABOUT 2 FEET
 LZ1300'HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED E 20
 LZ1300'1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0177 ***********************************************************************
 KY0177  DESIGNATION -  E 200
 KY0177  PID         -  KY0177
 KY0177  STATE/COUNTY-  PA/LAWRENCE
 KY0177  USGS QUAD   -  NEW CASTLE SOUTH (1990)
 KY0177
 KY0177                         *CURRENT SURVEY CONTROL
 KY0177  ___________________________________________________________________
 KY0177* NAD 83(1986)-  40 54 12.     (N)    080 20 43.     (W)     SCALED    
 KY0177* NAVD 88     -       251.181  (meters)     824.08   (feet)  ADJUSTED  
 KY0177  ___________________________________________________________________
 KY0177  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KY0177  DYNAMIC HT  -         251.055 (meters)     823.67  (feet)  COMP
 KY0177  MODELED GRAV-     980,120.6   (mgal)                       NAVD 88
 KY0177
 KY0177  VERT ORDER  -  FIRST     CLASS II
 KY0177
 KY0177.The horizontal coordinates were scaled from a topographic map and have
 KY0177.an estimated accuracy of +/- 6 seconds.
 KY0177
 KY0177.The orthometric height was determined by differential leveling
 KY0177.and adjusted by the National Geodetic Survey in June 1991..
 KY0177
 KY0177.The geoid height was determined by GEOID03.
 KY0177
 KY0177.The dynamic height is computed by dividing the NAVD 88
 KY0177.geopotential number by the normal gravity value computed on the
 KY0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0177.degrees latitude (g = 980.6199 gals.).
 KY0177
 KY0177.The modeled gravity was interpolated from observed gravity values.
 KY0177
 KY0177;                    North         East    Units  Estimated Accuracy
 KY0177;SPC PA S     -   177,540.      381,360.      MT  (+/- 180 meters Scaled)
 KY0177
 KY0177                          SUPERSEDED SURVEY CONTROL
 KY0177
 KY0177  NGVD 29 (??/??/92)  251.319  (m)          824.54   (f) ADJ UNCH    1 2
 KY0177
 KY0177.Superseded values are not recommended for survey control.
 KY0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0177.See file dsdata.txt to determine how the superseded data were derived.
 KY0177
 KY0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF551282(NAD 83)
 KY0177_MARKER: DB = BENCH MARK DISK
 KY0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0177_STAMPING: E 200 1950
 KY0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0177+STABILITY: SURFACE MOTION
 KY0177
 KY0177  HISTORY     - Date     Condition        Report By
 KY0177  HISTORY     - 1950     MONUMENTED       CGS
 KY0177  HISTORY     - 19970903 MARK NOT FOUND   USPSQD
 KY0177
 KY0177                          STATION DESCRIPTION
 KY0177
 KY0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KY0177'1.5 MI NW FROM CHEWTON.
 KY0177'ABOUT 1.5 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY0177'FROM THE STATE HIGHWAY 288 OVERPASS, AT A SMALL GRAVEL ROAD
 KY0177'CROSSING, AT MILE-POST 49-37.  IT IS 31.5 FEET NORTHEAST OF THE
 KY0177'NORTHEAST RAIL, 13 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 KY0177'3.3 FEET NORTH OF THE R R CROSSING SIGN, 2 FEET NORTHEAST OF A
 KY0177'WHITE WITNESS POST AND ABOUT LEVEL WITH THE TRACK AND ROAD.  A
 KY0177'STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 KY0177
 KY0177                          STATION RECOVERY (1997)
 KY0177
 KY0177'RECOVERY NOTE BY US POWER SQUADRON 1997
 KY0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0138 ***********************************************************************
 KY0138  DESIGNATION -  E 201
 KY0138  PID         -  KY0138
 KY0138  STATE/COUNTY-  PA/BUTLER
 KY0138  USGS QUAD   -  ZELIENOPLE (1990)
 KY0138
 KY0138                         *CURRENT SURVEY CONTROL
 KY0138  ___________________________________________________________________
 KY0138* NAD 83(1986)-  40 47 40.     (N)    080 08 49.     (W)     SCALED    
 KY0138* NAVD 88     -       277.432  (meters)     910.21   (feet)  ADJUSTED  
 KY0138  ___________________________________________________________________
 KY0138  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 KY0138  DYNAMIC HT  -         277.291 (meters)     909.75  (feet)  COMP
 KY0138  MODELED GRAV-     980,110.4   (mgal)                       NAVD 88
 KY0138
 KY0138  VERT ORDER  -  FIRST     CLASS II
 KY0138
 KY0138.The horizontal coordinates were scaled from a topographic map and have
 KY0138.an estimated accuracy of +/- 6 seconds.
 KY0138
 KY0138.The orthometric height was determined by differential leveling
 KY0138.and adjusted by the National Geodetic Survey in June 1991..
 KY0138
 KY0138.The geoid height was determined by GEOID03.
 KY0138
 KY0138.The dynamic height is computed by dividing the NAVD 88
 KY0138.geopotential number by the normal gravity value computed on the
 KY0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0138.degrees latitude (g = 980.6199 gals.).
 KY0138
 KY0138.The modeled gravity was interpolated from observed gravity values.
 KY0138
 KY0138;                    North         East    Units  Estimated Accuracy
 KY0138;SPC PA S     -   164,980.      397,740.      MT  (+/- 180 meters Scaled)
 KY0138
 KY0138                          SUPERSEDED SURVEY CONTROL
 KY0138
 KY0138  NGVD 29 (06/03/92)  277.562  (m)          910.63   (f) ADJUSTED    1 2
 KY0138
 KY0138.Superseded values are not recommended for survey control.
 KY0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0138.See file dsdata.txt to determine how the superseded data were derived.
 KY0138
 KY0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF719162(NAD 83)
 KY0138_MARKER: DB = BENCH MARK DISK
 KY0138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0138_SP_SET: BUILDING
 KY0138_STAMPING: E 201 1954
 KY0138_MARK LOGO: CGS   
 KY0138_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY0138+STABILITY: POSITION/ELEVATION WELL
 KY0138
 KY0138  HISTORY     - Date     Condition        Report By
 KY0138  HISTORY     - 1954     MONUMENTED       CGS
 KY0138  HISTORY     - 1983     GOOD             NGS
 KY0138
 KY0138                          STATION DESCRIPTION
 KY0138
 KY0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KY0138'AT ZELIENOPLE.
 KY0138'AT ZELIENOPLE, AT THE JUNCTION OF FRONT STREET AND WEST NEW
 KY0138'CASTLE STREET, ABOUT 2 1/2 TELEPHONE POLES NORTHEAST OF THE
 KY0138'BALTIMORE AND OHIO FREIGHT STATION, SET VERTICALLY IN THE WEST
 KY0138'FACE OF BUILDING PRESENTLY (1954) OCCUPIED BY FELIX CAFE, 64 FEET
 KY0138'EAST OF EAST RAIL OF EAST TRACK OF B. AND O. RR, 15 FEET SOUTH OF
 KY0138'SOUTH CURB OF NEW CASTLE STREET, 7 FEET EAST OF EAST CURB LINE
 KY0138'OF FRONT STREET, 1 FOOT SOUTH OF NORTHWEST CORNER OF BUILDING AND
 KY0138'ABOUT 3 1/2 FEET ABOVE LEVEL OF TRACKS AND SIDE WALK.
 KY0138
 KY0138                          STATION RECOVERY (1983)
 KY0138
 KY0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1584 ***********************************************************************
 KX1584  DESIGNATION -  E 202
 KX1584  PID         -  KX1584
 KX1584  STATE/COUNTY-  PA/ALLEGHENY
 KX1584  USGS QUAD   -  GLENSHAW (1993)
 KX1584
 KX1584                         *CURRENT SURVEY CONTROL
 KX1584  ___________________________________________________________________
 KX1584* NAD 83(1986)-  40 33 56.     (N)    079 58 10.     (W)     SCALED    
 KX1584* NAVD 88     -       263.426  (meters)     864.26   (feet)  POSTED    
 KX1584  ___________________________________________________________________
 KX1584  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KX1584  DYNAMIC HT  -         263.290 (meters)     863.81  (feet)  COMP
 KX1584  MODELED GRAV-     980,103.4   (mgal)                       NAVD 88
 KX1584
 KX1584  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KX1584
 KX1584.The horizontal coordinates were scaled from a topographic map and have
 KX1584.an estimated accuracy of +/- 6 seconds.
 KX1584
 KX1584.The orthometric height was determined by differential leveling
 KX1584.and adjusted by the National Geodetic Survey in 1992..
 KX1584.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KX1584.rate of 0.0 thru 1.0 mm/km.
 KX1584
 KX1584.The geoid height was determined by GEOID03.
 KX1584
 KX1584.The dynamic height is computed by dividing the NAVD 88
 KX1584.geopotential number by the normal gravity value computed on the
 KX1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1584.degrees latitude (g = 980.6199 gals.).
 KX1584
 KX1584.The modeled gravity was interpolated from observed gravity values.
 KX1584
 KX1584;                    North         East    Units  Estimated Accuracy
 KX1584;SPC PA S     -   139,180.      412,070.      MT  (+/- 180 meters Scaled)
 KX1584
 KX1584                          SUPERSEDED SURVEY CONTROL
 KX1584
 KX1584  NGVD 29 (??/??/92)  263.583  (m)          864.77   (f) ADJ UNCH    2 0
 KX1584
 KX1584.Superseded values are not recommended for survey control.
 KX1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1584.See file dsdata.txt to determine how the superseded data were derived.
 KX1584
 KX1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE872910(NAD 83)
 KX1584_MARKER: DB = BENCH MARK DISK
 KX1584_SETTING: 66 = SET IN ROCK OUTCROP
 KX1584_SP_SET: ROCK LEDGE
 KX1584_STAMPING: E 202 1954
 KX1584_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX1584+STABILITY: POSITION/ELEVATION WELL
 KX1584
 KX1584  HISTORY     - Date     Condition        Report By
 KX1584  HISTORY     - 1954     MONUMENTED       CGS
 KX1584
 KX1584                          STATION DESCRIPTION
 KX1584
 KX1584'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KX1584'0.8 MI NW FROM ALLISON PARK.
 KX1584'0.75 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KX1584'FROM THE STATION AT ALLISON PARK, ABOUT 0.2 MILE NORTHWEST OF
 KX1584'BRIDGE NO. 323, IN THE TOP OF AN OUTCROPPING LIMESTONE LEDGE
 KX1584'ABOUT 8 BY 2 1/2-FEET, 10 FEET EAST OF EAST RAIL OF EAST TRACK,
 KX1584'28 FEET SOUTHWEST OF TELEPHONE POLE NO. 11/3, 4 FEET NORTH AND
 KX1584'ABOUT 1/2 FOOT ABOVE A 12-INCH TRIANGLE CHISELED IN FACE OF
 KX1584'LEDGE AND ABOUT LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1078 ***********************************************************************
 KX1078  DESIGNATION -  E 203
 KX1078  PID         -  KX1078
 KX1078  STATE/COUNTY-  PA/WESTMORELAND
 KX1078  USGS QUAD   -  DERRY (1977)
 KX1078
 KX1078                         *CURRENT SURVEY CONTROL
 KX1078  ___________________________________________________________________
 KX1078* NAD 83(1986)-  40 15 50.     (N)    079 16 46.     (W)     SCALED    
 KX1078* NAVD 88     -       353.840  (meters)    1160.89   (feet)  ADJUSTED  
 KX1078  ___________________________________________________________________
 KX1078  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KX1078  DYNAMIC HT  -         353.649 (meters)    1160.26  (feet)  COMP
 KX1078  MODELED GRAV-     980,076.4   (mgal)                       NAVD 88
 KX1078
 KX1078  VERT ORDER  -  SECOND    CLASS 0
 KX1078
 KX1078.The horizontal coordinates were scaled from a topographic map and have
 KX1078.an estimated accuracy of +/- 6 seconds.
 KX1078
 KX1078.The orthometric height was determined by differential leveling
 KX1078.and adjusted by the National Geodetic Survey in June 1991..
 KX1078
 KX1078.The geoid height was determined by GEOID03.
 KX1078
 KX1078.The dynamic height is computed by dividing the NAVD 88
 KX1078.geopotential number by the normal gravity value computed on the
 KX1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1078.degrees latitude (g = 980.6199 gals.).
 KX1078
 KX1078.The modeled gravity was interpolated from observed gravity values.
 KX1078
 KX1078;                    North         East    Units  Estimated Accuracy
 KX1078;SPC PA S     -   104,450.      469,910.      MT  (+/- 180 meters Scaled)
 KX1078
 KX1078                          SUPERSEDED SURVEY CONTROL
 KX1078
 KX1078  NGVD 29 (??/??/92)  354.021  (m)         1161.48   (f) ADJ UNCH    2 0
 KX1078
 KX1078.Superseded values are not recommended for survey control.
 KX1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1078.See file dsdata.txt to determine how the superseded data were derived.
 KX1078
 KX1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE463584(NAD 83)
 KX1078_MARKER: DB = BENCH MARK DISK
 KX1078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1078_SP_SET: CULVERT
 KX1078_STAMPING: E 203 1954
 KX1078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1078
 KX1078  HISTORY     - Date     Condition        Report By
 KX1078  HISTORY     - 1954     MONUMENTED       CGS
 KX1078
 KX1078                          STATION DESCRIPTION
 KX1078
 KX1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KX1078'2.9 MI NW FROM LIGONIER.
 KX1078'2.9 MILES NORTH ALONG U.S HIGHWAY 30 FROM THE SQUARE AT LIGONIER,
 KX1078'ABOUT 75 YARDS EAST OF CENTER OF ENTRANCE TO IDLEWILD PARK, IN
 KX1078'THE TOP OF THE WEST END OF THE NORTH HEAD WALL OF A 15-FOOT
 KX1078'SKEW ARCHED CONCRETE CULVERT UNDER HIGHWAY 30, 27 FEET NORTH OF
 KX1078'CENTER LINE OF HIGHWAY AND ABOUT 4 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1086 ***********************************************************************
 KX1086  DESIGNATION -  E 204
 KX1086  PID         -  KX1086
 KX1086  STATE/COUNTY-  PA/WESTMORELAND
 KX1086  USGS QUAD   -  LIGONIER (1977)
 KX1086
 KX1086                         *CURRENT SURVEY CONTROL
 KX1086  ___________________________________________________________________
 KX1086* NAD 83(1986)-  40 14 39.     (N)    079 14 13.     (W)     SCALED    
 KX1086* NAVD 88     -       368.822  (meters)    1210.04   (feet)  ADJUSTED  
 KX1086  ___________________________________________________________________
 KX1086  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KX1086  DYNAMIC HT  -         368.623 (meters)    1209.39  (feet)  COMP
 KX1086  MODELED GRAV-     980,074.0   (mgal)                       NAVD 88
 KX1086
 KX1086  VERT ORDER  -  SECOND    CLASS 0
 KX1086
 KX1086.The horizontal coordinates were scaled from a topographic map and have
 KX1086.an estimated accuracy of +/- 6 seconds.
 KX1086
 KX1086.The orthometric height was determined by differential leveling
 KX1086.and adjusted by the National Geodetic Survey in June 1991..
 KX1086
 KX1086.The geoid height was determined by GEOID03.
 KX1086
 KX1086.The dynamic height is computed by dividing the NAVD 88
 KX1086.geopotential number by the normal gravity value computed on the
 KX1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1086.degrees latitude (g = 980.6199 gals.).
 KX1086
 KX1086.The modeled gravity was interpolated from observed gravity values.
 KX1086
 KX1086;                    North         East    Units  Estimated Accuracy
 KX1086;SPC PA S     -   102,200.      473,490.      MT  (+/- 180 meters Scaled)
 KX1086
 KX1086                          SUPERSEDED SURVEY CONTROL
 KX1086
 KX1086  NGVD 29 (??/??/92)  369.004  (m)         1210.64   (f) ADJ UNCH    2 0
 KX1086
 KX1086.Superseded values are not recommended for survey control.
 KX1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1086.See file dsdata.txt to determine how the superseded data were derived.
 KX1086
 KX1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE499563(NAD 83)
 KX1086_MARKER: DB = BENCH MARK DISK
 KX1086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1086_SP_SET: BUILDING FOUNDATION
 KX1086_STAMPING: E 204 1954
 KX1086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1086
 KX1086  HISTORY     - Date     Condition        Report By
 KX1086  HISTORY     - 1954     MONUMENTED       CGS
 KX1086
 KX1086                          STATION DESCRIPTION
 KX1086
 KX1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KX1086'AT LIGONIER.
 KX1086'AT LIGONIER, ABOUT 1 BLOCK NORHEAST ALONG NORTH MARKET STREET
 KX1086'FROM THE SQUARE, AT THE INTERSECTION OF WEST MARKET AND CHURCH
 KX1086'STREETS, SET VERTICALLY IN THE SOUTHEAST FACE OF THE STONE
 KX1086'FOUNDATION OF YELLOW BRICK GRADE SCHOOL BUILDING, 57 1/2 FEET
 KX1086'SOUTHWEST OF SOUTHWEST CURB OF WEST CHURCH STREET, 55 FEET
 KX1086'NORTHWEST OF NORTHWEST CURB OF NORTH MARKET STREET, 0.6 FOOT
 KX1086'SOUTHWEST OF EAST CORNER OF BUILDING AND 3.2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0585 ***********************************************************************
 KY0585  DESIGNATION -  E 205
 KY0585  PID         -  KY0585
 KY0585  STATE/COUNTY-  PA/ALLEGHENY
 KY0585  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0585
 KY0585                         *CURRENT SURVEY CONTROL
 KY0585  ___________________________________________________________________
 KY0585* NAD 83(1986)-  40 29 38.     (N)    080 01 03.     (W)     SCALED    
 KY0585* NAVD 88     -       399.650  (meters)    1311.18   (feet)  POSTED    
 KY0585  ___________________________________________________________________
 KY0585  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KY0585  DYNAMIC HT  -         399.440 (meters)    1310.50  (feet)  COMP
 KY0585  MODELED GRAV-     980,089.1   (mgal)                       NAVD 88
 KY0585
 KY0585  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KY0585
 KY0585.The horizontal coordinates were scaled from a topographic map and have
 KY0585.an estimated accuracy of +/- 6 seconds.
 KY0585
 KY0585.The orthometric height was determined by differential leveling
 KY0585.and adjusted by the National Geodetic Survey in 1992..
 KY0585.No vertical observational check was made to the station.
 KY0585.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KY0585.was located on a no-check spur therefore a value was not computed.
 KY0585
 KY0585.The geoid height was determined by GEOID03.
 KY0585
 KY0585.The dynamic height is computed by dividing the NAVD 88
 KY0585.geopotential number by the normal gravity value computed on the
 KY0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0585.degrees latitude (g = 980.6199 gals.).
 KY0585
 KY0585.The modeled gravity was interpolated from observed gravity values.
 KY0585
 KY0585;                    North         East    Units  Estimated Accuracy
 KY0585;SPC PA S     -   131,330.      407,800.      MT  (+/- 180 meters Scaled)
 KY0585
 KY0585                          SUPERSEDED SURVEY CONTROL
 KY0585
 KY0585  NGVD 29 (??/??/92)  399.814  (m)         1311.72   (f) ADJ UNCH    2 0
 KY0585
 KY0585.Superseded values are not recommended for survey control.
 KY0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0585.See file dsdata.txt to determine how the superseded data were derived.
 KY0585
 KY0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE832830(NAD 83)
 KY0585_MARKER: DB = BENCH MARK DISK
 KY0585_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0585_SP_SET: FOUNDATION
 KY0585_STAMPING: E 205 1954
 KY0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0585
 KY0585  HISTORY     - Date     Condition        Report By
 KY0585  HISTORY     - 1954     MONUMENTED       CGS
 KY0585
 KY0585                          STATION DESCRIPTION
 KY0585
 KY0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KY0585'2.2 MI SW FROM BROOKVILLE.
 KY0585'ABOUT 1.55 MILES SOUTH ALONG MC KNIGHT ROAD FROM ITS OVERPASS
 KY0585'OVER BABCOCK BOULEVARD AT BROOKVILLE, THENCE ABOUT 0.65 MILE
 KY0585'SOUTHWEST ALONG IVORY AVENUE AND GAZILLA STREET, NEAR THE
 KY0585'JUNCTION OF GAZILLA AND MONTANA STREETS, AT WDTV TRANSMITTING
 KY0585'TOWER, IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE
 KY0585'FOUNDATION OF THE SOUTHEAST LEG OF THE TOWER AND 1.8 FEET ABOVE
 KY0585'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0508 ***********************************************************************
 KY0508  DESIGNATION -  E 206
 KY0508  PID         -  KY0508
 KY0508  STATE/COUNTY-  PA/WASHINGTON
 KY0508  USGS QUAD   -  PROSPERITY (1977)
 KY0508
 KY0508                         *CURRENT SURVEY CONTROL
 KY0508  ___________________________________________________________________
 KY0508* NAD 83(1986)-  40 05 25.     (N)    080 19 41.     (W)     SCALED    
 KY0508* NAVD 88     -       326.529  (meters)    1071.29   (feet)  ADJUSTED  
 KY0508  ___________________________________________________________________
 KY0508  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 KY0508  DYNAMIC HT  -         326.342 (meters)    1070.67  (feet)  COMP
 KY0508  MODELED GRAV-     980,044.1   (mgal)                       NAVD 88
 KY0508
 KY0508  VERT ORDER  -  SECOND    CLASS 0
 KY0508
 KY0508.The horizontal coordinates were scaled from a topographic map and have
 KY0508.an estimated accuracy of +/- 6 seconds.
 KY0508
 KY0508.The orthometric height was determined by differential leveling
 KY0508.and adjusted by the National Geodetic Survey in June 1991..
 KY0508
 KY0508.The geoid height was determined by GEOID03.
 KY0508
 KY0508.The dynamic height is computed by dividing the NAVD 88
 KY0508.geopotential number by the normal gravity value computed on the
 KY0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0508.degrees latitude (g = 980.6199 gals.).
 KY0508
 KY0508.The modeled gravity was interpolated from observed gravity values.
 KY0508
 KY0508;                    North         East    Units  Estimated Accuracy
 KY0508;SPC PA S     -    87,260.      380,180.      MT  (+/- 180 meters Scaled)
 KY0508
 KY0508                          SUPERSEDED SURVEY CONTROL
 KY0508
 KY0508  NGVD 29 (??/??/92)  326.667  (m)         1071.74   (f) ADJ UNCH    2 0
 KY0508
 KY0508.Superseded values are not recommended for survey control.
 KY0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0508.See file dsdata.txt to determine how the superseded data were derived.
 KY0508
 KY0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE572379(NAD 83)
 KY0508_MARKER: DB = BENCH MARK DISK
 KY0508_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0508_SP_SET: BRIDGE
 KY0508_STAMPING: E 206 1957
 KY0508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0508
 KY0508  HISTORY     - Date     Condition        Report By
 KY0508  HISTORY     - 1957     MONUMENTED       CGS
 KY0508
 KY0508                          STATION DESCRIPTION
 KY0508
 KY0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0508'4 MI SW FROM LAGONDA.
 KY0508'ABOUT 1.1 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE SCHOOL AT
 KY0508'LAGONDA, THENCE ABOUT 2.05 MILES WEST ALONG A BLACK TOP ROAD,
 KY0508'THENCE 0.85 MILE SOUTH ALONG STATE HIGHWAY 221, AT THE JUNCTION
 KY0508'OF A BLACK TOP ROAD WEST TO CLAYSVILLE, 54 FEET NORTHWEST OF
 KY0508'CENTER LINE OF HIGHWAY 221, 16 FEET SOUTHWEST OF CENTER LINE OF
 KY0508'ROAD NORTHWEST, IN THE TOP OF THE SOUTH END OF SOUTH CONCRETE
 KY0508'AND STONE WING WALL OF A 30-FOOT CONCRETE BRIDGE ON SIDE ROAD
 KY0508'OVER TEN MILE CREEK, 5 FEET SOUTH OF SOUTHEAST END OF CONCRETE
 KY0508'BANISTER AND 1 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0592 ***********************************************************************
 KY0592  DESIGNATION -  E 207
 KY0592  PID         -  KY0592
 KY0592  STATE/COUNTY-  PA/WASHINGTON
 KY0592  USGS QUAD   -  PROSPERITY (1977)
 KY0592
 KY0592                         *CURRENT SURVEY CONTROL
 KY0592  ___________________________________________________________________
 KY0592* NAD 83(1986)-  40 00 30.     (N)    080 20 15.     (W)     SCALED    
 KY0592* NAVD 88     -       344.811  (meters)    1131.27   (feet)  ADJUSTED  
 KY0592  ___________________________________________________________________
 KY0592  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 KY0592  DYNAMIC HT  -         344.614 (meters)    1130.62  (feet)  COMP
 KY0592  MODELED GRAV-     980,046.3   (mgal)                       NAVD 88
 KY0592
 KY0592  VERT ORDER  -  SECOND    CLASS 0
 KY0592
 KY0592.The horizontal coordinates were scaled from a topographic map and have
 KY0592.an estimated accuracy of +/- 6 seconds.
 KY0592
 KY0592.The orthometric height was determined by differential leveling
 KY0592.and adjusted by the National Geodetic Survey in June 1991..
 KY0592
 KY0592.The geoid height was determined by GEOID03.
 KY0592
 KY0592.The dynamic height is computed by dividing the NAVD 88
 KY0592.geopotential number by the normal gravity value computed on the
 KY0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0592.degrees latitude (g = 980.6199 gals.).
 KY0592
 KY0592.The modeled gravity was interpolated from observed gravity values.
 KY0592
 KY0592;                    North         East    Units  Estimated Accuracy
 KY0592;SPC PA S     -    78,190.      379,100.      MT  (+/- 180 meters Scaled)
 KY0592
 KY0592                          SUPERSEDED SURVEY CONTROL
 KY0592
 KY0592  NGVD 29 (??/??/92)  344.951  (m)         1131.73   (f) ADJ UNCH    2 0
 KY0592
 KY0592.Superseded values are not recommended for survey control.
 KY0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0592.See file dsdata.txt to determine how the superseded data were derived.
 KY0592
 KY0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE565288(NAD 83)
 KY0592_MARKER: DB = BENCH MARK DISK
 KY0592_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0592_SP_SET: CULVERT
 KY0592_STAMPING: E 207 1957
 KY0592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0592
 KY0592  HISTORY     - Date     Condition        Report By
 KY0592  HISTORY     - 1957     MONUMENTED       CGS
 KY0592
 KY0592                          STATION DESCRIPTION
 KY0592
 KY0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0592'AT OLD CONCORD.
 KY0592'AT OLD CONCORD, ABOUT 108 YARDS SOUTHWEST ALONG STATE HIGHWAY
 KY0592'18 FROM THE CONCORD PRESBYTERIAN CHURCH, 13 FEET SOUTHEAST OF
 KY0592'CENTER LINE OF HIGHWAY, 19 FEET SOUTHWEST OF CENTER LINE OF A
 KY0592'DRIVE SOUTHEAST TO OLD CONCORD MANSION HOUSE, IN THE TOP OF
 KY0592'NORTH CORNER OF RIGHT ANGLE SHAPED CONCRETE HEAD WALL OF A
 KY0592'PIPE CULVERT UNDER HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0299 ***********************************************************************
 KY0299  DESIGNATION -  E 208
 KY0299  PID         -  KY0299
 KY0299  STATE/COUNTY-  PA/ALLEGHENY
 KY0299  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0299
 KY0299                         *CURRENT SURVEY CONTROL
 KY0299  ___________________________________________________________________
 KY0299* NAD 83(1986)-  40 24 05.     (N)    080 05 43.     (W)     SCALED    
 KY0299* NAVD 88     -       237.419  (meters)     778.93   (feet)  ADJUSTED  
 KY0299  ___________________________________________________________________
 KY0299  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KY0299  DYNAMIC HT  -         237.296 (meters)     778.53  (feet)  COMP
 KY0299  MODELED GRAV-     980,100.3   (mgal)                       NAVD 88
 KY0299
 KY0299  VERT ORDER  -  SECOND    CLASS 0
 KY0299
 KY0299.The horizontal coordinates were scaled from a topographic map and have
 KY0299.an estimated accuracy of +/- 6 seconds.
 KY0299
 KY0299.The orthometric height was determined by differential leveling
 KY0299.and adjusted by the National Geodetic Survey in June 1991..
 KY0299
 KY0299.The geoid height was determined by GEOID03.
 KY0299
 KY0299.The dynamic height is computed by dividing the NAVD 88
 KY0299.geopotential number by the normal gravity value computed on the
 KY0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0299.degrees latitude (g = 980.6199 gals.).
 KY0299
 KY0299.The modeled gravity was interpolated from observed gravity values.
 KY0299
 KY0299;                    North         East    Units  Estimated Accuracy
 KY0299;SPC PA S     -   121,240.      400,940.      MT  (+/- 180 meters Scaled)
 KY0299
 KY0299                          SUPERSEDED SURVEY CONTROL
 KY0299
 KY0299  NGVD 29 (??/??/92)  237.570  (m)          779.43   (f) ADJ UNCH    2 0
 KY0299
 KY0299.Superseded values are not recommended for survey control.
 KY0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0299.See file dsdata.txt to determine how the superseded data were derived.
 KY0299
 KY0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE767727(NAD 83)
 KY0299_MARKER: DB = BENCH MARK DISK
 KY0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0299_STAMPING: E 208 1960
 KY0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0299+STABILITY: SURFACE MOTION
 KY0299
 KY0299  HISTORY     - Date     Condition        Report By
 KY0299  HISTORY     - 1960     MONUMENTED       CGS
 KY0299
 KY0299                          STATION DESCRIPTION
 KY0299
 KY0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0299'AT CARNEGIE.
 KY0299'AT CARNEGIE, ABOUT 0.5 MILE SOUTHWEST ALONG THE PENNSYLVANIA
 KY0299'RAILROAD FROM THE STATION, 101 YARDS EAST-NORTHEAST OF AND
 KY0299'ACROSS THE TRACK FROM MILEPOST 9, 12 1/2 FEET SOUTHEAST OF
 KY0299'THE SOUTHEAST RAIL AND ON THE OUTSIDE OF NORTHEAST PART OF CURVE
 KY0299'WITH TANGENTS EXTENDING NORTHEAST AND WEST, 5 FEET NORTHWEST OF
 KY0299'THE NORTHWEST CURB OF WEST MAIN STREET, 53 1/2 FEET
 KY0299'NORTH-NORTHWEST OF AND ACROSS WEST MAIN STREET FROM THE WEST
 KY0299'CORNER OF A BRICK DWELLING (809 WEST MAIN STREET), 5 1/2 FEET
 KY0299'EAST-NORTHEAST OF THE FIFTH TELEPHONE AND CABLE LINE POLE
 KY0299'SOUTHWEST OF A NARROW STREET CROSSING THE TRACKS, ABOUT LEVEL
 KY0299'WITH WEST MAIN STREET, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 KY0299'TRACKS, AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0769 ***********************************************************************
 JU0769  DESIGNATION -  E 209
 JU0769  PID         -  JU0769
 JU0769  STATE/COUNTY-  PA/DELAWARE
 JU0769  USGS QUAD   -  BRIDGEPORT (1995)
 JU0769
 JU0769                         *CURRENT SURVEY CONTROL
 JU0769  ___________________________________________________________________
 JU0769* NAD 83(1986)-  39 51 23.     (N)    075 20 27.     (W)     SCALED    
 JU0769* NAVD 88     -         5.232  (meters)      17.17   (feet)  ADJUSTED  
 JU0769  ___________________________________________________________________
 JU0769  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU0769  DYNAMIC HT  -           5.230 (meters)      17.16  (feet)  COMP
 JU0769  MODELED GRAV-     980,172.2   (mgal)                       NAVD 88
 JU0769
 JU0769  VERT ORDER  -  FIRST     CLASS I
 JU0769
 JU0769.The horizontal coordinates were scaled from a topographic map and have
 JU0769.an estimated accuracy of +/- 6 seconds.
 JU0769
 JU0769.The orthometric height was determined by differential leveling
 JU0769.and adjusted by the National Geodetic Survey in June 1991..
 JU0769
 JU0769.The geoid height was determined by GEOID03.
 JU0769
 JU0769.The dynamic height is computed by dividing the NAVD 88
 JU0769.geopotential number by the normal gravity value computed on the
 JU0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0769.degrees latitude (g = 980.6199 gals.).
 JU0769
 JU0769.The modeled gravity was interpolated from observed gravity values.
 JU0769
 JU0769;                    North         East    Units  Estimated Accuracy
 JU0769;SPC PA S     -    60,890.      806,140.      MT  (+/- 180 meters Scaled)
 JU0769
 JU0769                          SUPERSEDED SURVEY CONTROL
 JU0769
 JU0769  NGVD 29 (01/10/92)    5.524  (m)           18.12   (f) ADJUSTED    1 1
 JU0769
 JU0769.Superseded values are not recommended for survey control.
 JU0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0769.See file dsdata.txt to determine how the superseded data were derived.
 JU0769
 JU0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK708118(NAD 83)
 JU0769_MARKER: DB = BENCH MARK DISK
 JU0769_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU0769_SP_SET: 68.6 FEET
 JU0769_STAMPING: E 209 1963
 JU0769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0769
 JU0769  HISTORY     - Date     Condition        Report By
 JU0769  HISTORY     - 1963     MONUMENTED       CGS
 JU0769  HISTORY     - 1964     GOOD             CGS
 JU0769  HISTORY     - 1979     GOOD             NGS
 JU0769  HISTORY     - 19950124 MARK NOT FOUND   NJGS
 JU0769  HISTORY     - 19981031 GOOD             USPSQD
 JU0769
 JU0769                          STATION DESCRIPTION
 JU0769
 JU0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0769'AT EDDYSTONE.
 JU0769'AT EDDYSTONE, ALONG STATE HIGHWAY 291, AT THE READING RAILWAY
 JU0769'FREIGHT STATION, ABOUT 2.25 MILES WEST ALONG STATE HIGHWAY 291
 JU0769'FROM THE INTERSECTION OF WANAMAKER AVENUE AT ESSINGTON, 205 FEET
 JU0769'WEST-SOUTHWEST OF CENTER OF THE INTERSECTION OF SAVILLE AVENUE,
 JU0769'117 FEET WEST OF NORTHWEST CORNER OF THE STATION, 60 FEET SOUTH OF
 JU0769'CENTER LINE OF THE HIGHWAY, 22.2 FEET NORTH OF NORTH RAIL, 2 1/2
 JU0769'FEET WEST OF A TELEPHONE POLE, 1.5 FEET EAST OF A STEEL WITNESS
 JU0769'POST, ABOUT LEVEL WITH TRACK, AND IS A DISK ON A COPPER COATED
 JU0769'STEEL ROD FLUSH WITH GROUND AND PROTECTED BY A 6-INCH TILE WHICH
 JU0769'PROJECTS 4 INCHES.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF
 JU0769'68.6 FEET.
 JU0769
 JU0769                          STATION RECOVERY (1979)
 JU0769
 JU0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0769'NOTE, MARK IS NO LONGER 2.5 FEET WEST OF A TELEPHONE POLE BUT IS
 JU0769'NOW 33 FEET SOUTH SOUTHEAST OF A TELEPHONE POLE AND ALSO 1 FOOT
 JU0769'WEST SOUTHWEST OF A SMALL TREE.
 JU0769
 JU0769                          STATION RECOVERY (1995)
 JU0769
 JU0769'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0769'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0769'SEARCH BY A TWO MAN PARTY.
 JU0769
 JU0769                          STATION RECOVERY (1998)
 JU0769
 JU0769'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU0769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0155 ***********************************************************************
 KX0155  DESIGNATION -  E 21
 KX0155  PID         -  KX0155
 KX0155  STATE/COUNTY-  PA/CLEARFIELD
 KX0155  USGS QUAD   -  WALLACETON (1993)
 KX0155
 KX0155                         *CURRENT SURVEY CONTROL
 KX0155  ___________________________________________________________________
 KX0155* NAD 83(1986)-  40 58 55.     (N)    078 18 38.     (W)     SCALED    
 KX0155* NAVD 88     -       512.092  (meters)    1680.09   (feet)  ADJUSTED  
 KX0155  ___________________________________________________________________
 KX0155  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KX0155  DYNAMIC HT  -         511.834 (meters)    1679.24  (feet)  COMP
 KX0155  MODELED GRAV-     980,104.9   (mgal)                       NAVD 88
 KX0155
 KX0155  VERT ORDER  -  FIRST     CLASS I
 KX0155
 KX0155.The horizontal coordinates were scaled from a topographic map and have
 KX0155.an estimated accuracy of +/- 6 seconds.
 KX0155
 KX0155.The orthometric height was determined by differential leveling
 KX0155.and adjusted by the National Geodetic Survey in June 1991..
 KX0155
 KX0155.The geoid height was determined by GEOID03.
 KX0155
 KX0155.The dynamic height is computed by dividing the NAVD 88
 KX0155.geopotential number by the normal gravity value computed on the
 KX0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0155.degrees latitude (g = 980.6199 gals.).
 KX0155
 KX0155.The modeled gravity was interpolated from observed gravity values.
 KX0155
 KX0155;                    North         East    Units  Estimated Accuracy
 KX0155;SPC PA N     -    90,690.      552,830.      MT  (+/- 180 meters Scaled)
 KX0155
 KX0155                          SUPERSEDED SURVEY CONTROL
 KX0155
 KX0155  NGVD 29 (??/??/92)  512.250  (m)         1680.61   (f) ADJ UNCH    1 1
 KX0155
 KX0155.Superseded values are not recommended for survey control.
 KX0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0155.See file dsdata.txt to determine how the superseded data were derived.
 KX0155
 KX0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF262402(NAD 83)
 KX0155_MARKER: DB = BENCH MARK DISK
 KX0155_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0155_SP_SET: BUILDING
 KX0155_STAMPING: E 21 1934
 KX0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0155
 KX0155  HISTORY     - Date     Condition        Report By
 KX0155  HISTORY     - 1934     MONUMENTED       CGS
 KX0155  HISTORY     - 1966     GOOD             NGS
 KX0155  HISTORY     - 19920914 MARK NOT FOUND   USGS
 KX0155
 KX0155                          STATION DESCRIPTION
 KX0155
 KX0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0155'9 MI SE FROM CLEARFIELD.
 KX0155'ABOUT 4.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 322 FROM THE POST
 KX0155'OFFICE AT CLEARFIELD, THENCE 5.0 MILES SOUTHEAST ALONG THE
 KX0155'CLEARFIELD BRANCH OF THE PENNSYLVANIA RAILROAD, OR ABOUT 8.2
 KX0155'MILES NORTHWEST ALONG THE CLEARFIELD BRANCH OF THE PENNSYLVANIA
 KX0155'RAILROAD FROM THE FREIGHT STATION AT PHILIPSBURG, NEAR THE BRICK
 KX0155'KILN AT THE SMALL COMMUNITY OF BIGLER, 60 FEET EAST OF THE EAST
 KX0155'RAIL OF THE MAIN LINE TRACKS, SET VERTICALLY IN THE WEST FACE OF
 KX0155'THE WEST BRICK WALL OF THE WILLIAMSGROVE CLAY PRODUCTS OFFICE
 KX0155'BUILDING, 2.5 FEET SOUTH OF THE NORTHWEST CORNER OF THE BUILDING,
 KX0155'ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACKS, AND ABOUT 2 FEET
 KX0155'ABOVE THE LEVEL OF THE GROUND.
 KX0155
 KX0155                          STATION RECOVERY (1992)
 KX0155
 KX0155'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 KX0155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2703 ***********************************************************************
 KW2703  DESIGNATION -  E 213
 KW2703  PID         -  KW2703
 KW2703  STATE/COUNTY-  PA/SCHUYLKILL
 KW2703  USGS QUAD   -  POTTSVILLE (1994)
 KW2703
 KW2703                         *CURRENT SURVEY CONTROL
 KW2703  ___________________________________________________________________
 KW2703* NAD 83(1986)-  40 42 51.     (N)    076 11 18.     (W)     SCALED    
 KW2703* NAVD 88     -       217.589  (meters)     713.87   (feet)  ADJUSTED  
 KW2703  ___________________________________________________________________
 KW2703  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 KW2703  DYNAMIC HT  -         217.483 (meters)     713.53  (feet)  COMP
 KW2703  MODELED GRAV-     980,133.3   (mgal)                       NAVD 88
 KW2703
 KW2703  VERT ORDER  -  SECOND    CLASS I
 KW2703
 KW2703.The horizontal coordinates were scaled from a topographic map and have
 KW2703.an estimated accuracy of +/- 6 seconds.
 KW2703
 KW2703.The orthometric height was determined by differential leveling
 KW2703.and adjusted by the National Geodetic Survey in June 1991..
 KW2703
 KW2703.The geoid height was determined by GEOID03.
 KW2703
 KW2703.The dynamic height is computed by dividing the NAVD 88
 KW2703.geopotential number by the normal gravity value computed on the
 KW2703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2703.degrees latitude (g = 980.6199 gals.).
 KW2703
 KW2703.The modeled gravity was interpolated from observed gravity values.
 KW2703
 KW2703;                    North         East    Units  Estimated Accuracy
 KW2703;SPC PA S     -   154,490.      731,950.      MT  (+/- 180 meters Scaled)
 KW2703
 KW2703                          SUPERSEDED SURVEY CONTROL
 KW2703
 KW2703  NGVD 29 (??/??/??)  217.804  (m)          714.58   (f) ADJUSTED    2 1
 KW2703
 KW2703.Superseded values are not recommended for survey control.
 KW2703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2703.See file dsdata.txt to determine how the superseded data were derived.
 KW2703
 KW2703_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL996077(NAD 83)
 KW2703_MARKER: DB = BENCH MARK DISK
 KW2703_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2703_SP_SET: CONCRETE BASE
 KW2703_STAMPING: E 213 1975
 KW2703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2703
 KW2703  HISTORY     - Date     Condition        Report By
 KW2703  HISTORY     - 1975     MONUMENTED       NGS
 KW2703  HISTORY     - 19970209 MARK NOT FOUND   USPSQD
 KW2703
 KW2703                          STATION DESCRIPTION
 KW2703
 KW2703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 KW2703'IN ST CLAIR.
 KW2703'AT ST. CLAIR AND AT THE STATE HWY. 61 RAILROAD OVERPASS, IN TOP OF THE
 KW2703'SOUTH CORNER OF THE SOUTH CONCRETE BASE FOR A PIPELINE SUPPORT, 56.2
 KW2703'FEET SOUTHWEST OF THE SOUTHEAST RAIL OF MAIN TRACK, 20.6 FEET NORTH OF
 KW2703'THE CENTERLINE OF STATE HWY. 61, 141.6 FEET SOUTHWEST AND ACROSS
 KW2703'TRACKS FROM A STEEL POWER LINE POLE, .7 FEET SOUTHEAST OF SOUTH STEEL
 KW2703'LEG SUPPORT FOR A GAS PIPELINE ABOUT 30 FEET ABOVE BENCHMARK, 1.8 FEET
 KW2703'NORTHEAST OF THE WEST END OF BRIDGE, AND ABOUT 2 FEET ABOVE GROUND
 KW2703'LEVEL.
 KW2703
 KW2703                          STATION RECOVERY (1997)
 KW2703
 KW2703'RECOVERY NOTE BY US POWER SQUADRON 1997
 KW2703'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0687 ***********************************************************************
 KX0687  DESIGNATION -  E 22
 KX0687  PID         -  KX0687
 KX0687  STATE/COUNTY-  PA/INDIANA
 KX0687  USGS QUAD   -  MC GEES MILLS (1994)
 KX0687
 KX0687                         *CURRENT SURVEY CONTROL
 KX0687  ___________________________________________________________________
 KX0687* NAD 83(1986)-  40 55 15.     (N)    078 51 29.     (W)     SCALED    
 KX0687* NAVD 88     -       578.542  (meters)    1898.10   (feet)  ADJUSTED  
 KX0687  ___________________________________________________________________
 KX0687  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KX0687  DYNAMIC HT  -         578.250 (meters)    1897.14  (feet)  COMP
 KX0687  MODELED GRAV-     980,100.6   (mgal)                       NAVD 88
 KX0687
 KX0687  VERT ORDER  -  SECOND    CLASS 0
 KX0687
 KX0687.The horizontal coordinates were scaled from a topographic map and have
 KX0687.an estimated accuracy of +/- 6 seconds.
 KX0687
 KX0687.The orthometric height was determined by differential leveling
 KX0687.and adjusted by the National Geodetic Survey in June 1991..
 KX0687
 KX0687.The geoid height was determined by GEOID03.
 KX0687
 KX0687.The dynamic height is computed by dividing the NAVD 88
 KX0687.geopotential number by the normal gravity value computed on the
 KX0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0687.degrees latitude (g = 980.6199 gals.).
 KX0687
 KX0687.The modeled gravity was interpolated from observed gravity values.
 KX0687
 KX0687;                    North         East    Units  Estimated Accuracy
 KX0687;SPC PA S     -   176,860.      506,670.      MT  (+/- 180 meters Scaled)
 KX0687
 KX0687                          SUPERSEDED SURVEY CONTROL
 KX0687
 KX0687  NGVD 29 (??/??/92)  578.686  (m)         1898.57   (f) ADJ UNCH    2 0
 KX0687
 KX0687.Superseded values are not recommended for survey control.
 KX0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0687.See file dsdata.txt to determine how the superseded data were derived.
 KX0687
 KX0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF803321(NAD 83)
 KX0687_MARKER: DB = BENCH MARK DISK
 KX0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0687_STAMPING: E 22 1934
 KX0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0687+STABILITY: SURFACE MOTION
 KX0687
 KX0687  HISTORY     - Date     Condition        Report By
 KX0687  HISTORY     - 1934     MONUMENTED       CGS
 KX0687  HISTORY     - 1972     GOOD             PADT
 KX0687
 KX0687                          STATION DESCRIPTION
 KX0687
 KX0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KX0687'6.4 MI E FROM PUNXSUTAWNEY.
 KX0687'IN INDIANA COUNTY, 6.4 MILES EAST ALONG STATE HIGHWAY 36 FROM
 KX0687'PUNXSUTAWNEY, JEFFERSON COUNTY, ABOUT 375 FEET EAST OF
 KX0687'HIGHWAY STATION 230+00, ON THE NORTH SLOPE OF A BARREN HILL,
 KX0687'36 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 18 FEET NORTH
 KX0687'OF A 40-INCH OAK TREE, AND ABOUT 2 FEET HIGHER THAN THE
 KX0687'HIGHWAY.  A STANDARD DISK, STAMPED E 22 1934 AND SET IN THE TOP
 KX0687'OF A CONCRETE POST.
 KX0687
 KX0687                          STATION RECOVERY (1972)
 KX0687
 KX0687'RECOVERY NOTE BY PA DEPT OF TRANSP 1972
 KX0687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1075 ***********************************************************************
 MA1075  DESIGNATION -  E 221
 MA1075  PID         -  MA1075
 MA1075  STATE/COUNTY-  PA/CLARION
 MA1075  USGS QUAD   -  CLARION (1981)
 MA1075
 MA1075                         *CURRENT SURVEY CONTROL
 MA1075  ___________________________________________________________________
 MA1075* NAD 83(1986)-  41 10 44.     (N)    079 23 46.     (W)     SCALED    
 MA1075* NAVD 88     -       411.087  (meters)    1348.71   (feet)  ADJUSTED  
 MA1075  ___________________________________________________________________
 MA1075  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MA1075  DYNAMIC HT  -         410.894 (meters)    1348.07  (feet)  COMP
 MA1075  MODELED GRAV-     980,141.1   (mgal)                       NAVD 88
 MA1075
 MA1075  VERT ORDER  -  SECOND    CLASS 0
 MA1075
 MA1075.The horizontal coordinates were scaled from a topographic map and have
 MA1075.an estimated accuracy of +/- 6 seconds.
 MA1075
 MA1075.The orthometric height was determined by differential leveling
 MA1075.and adjusted by the National Geodetic Survey in June 1991..
 MA1075
 MA1075.The geoid height was determined by GEOID03.
 MA1075
 MA1075.The dynamic height is computed by dividing the NAVD 88
 MA1075.geopotential number by the normal gravity value computed on the
 MA1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1075.degrees latitude (g = 980.6199 gals.).
 MA1075
 MA1075.The modeled gravity was interpolated from observed gravity values.
 MA1075
 MA1075;                    North         East    Units  Estimated Accuracy
 MA1075;SPC PA N     -   113,720.      461,890.      MT  (+/- 180 meters Scaled)
 MA1075
 MA1075                          SUPERSEDED SURVEY CONTROL
 MA1075
 MA1075  NGVD 29 (??/??/92)  411.243  (m)         1349.22   (f) ADJ UNCH    2 0
 MA1075
 MA1075.Superseded values are not recommended for survey control.
 MA1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1075.See file dsdata.txt to determine how the superseded data were derived.
 MA1075
 MA1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF345598(NAD 83)
 MA1075_MARKER: DB = BENCH MARK DISK
 MA1075_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1075_SP_SET: BRIDGE
 MA1075_STAMPING: E 221 1958
 MA1075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1075
 MA1075  HISTORY     - Date     Condition        Report By
 MA1075  HISTORY     - 1958     MONUMENTED       CGS
 MA1075  HISTORY     - 1976     GOOD             PADT
 MA1075
 MA1075                          STATION DESCRIPTION
 MA1075
 MA1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA1075'AT WILLIAMSBURG.
 MA1075'IN THE SMALL SETTLEMENT OF WILLIAMSBURG, IN HEADWALL OF A
 MA1075'CONCRETE BRIDGE, 1.0 FOOT SOUTH OF NORTH END, 18.0 FEET NORTHWEST
 MA1075'OF CENTER OF STATE HIGHWAY 68, 120.0 FEET SOUTHWEST OF CENTER
 MA1075'OF A T-ROAD JUNCTION AND ABOUT 1.0 FOOT LOWER THAN THE HIGHWAY.
 MA1075
 MA1075                          STATION RECOVERY (1976)
 MA1075
 MA1075'RECOVERY NOTE BY PA DEPT OF TRANSP 1976
 MA1075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1332 ***********************************************************************
 MA1332  DESIGNATION -  E 222
 MA1332  PID         -  MA1332
 MA1332  STATE/COUNTY-  PA/VENANGO
 MA1332  USGS QUAD   -  EAU CLAIRE (1979)
 MA1332
 MA1332                         *CURRENT SURVEY CONTROL
 MA1332  ___________________________________________________________________
 MA1332* NAD 83(1986)-  41 10 53.     (N)    079 45 43.     (W)     SCALED    
 MA1332* NAVD 88     -       424.106  (meters)    1391.42   (feet)  ADJUSTED  
 MA1332  ___________________________________________________________________
 MA1332  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MA1332  DYNAMIC HT  -         423.908 (meters)    1390.77  (feet)  COMP
 MA1332  MODELED GRAV-     980,144.2   (mgal)                       NAVD 88
 MA1332
 MA1332  VERT ORDER  -  SECOND    CLASS 0
 MA1332
 MA1332.The horizontal coordinates were scaled from a topographic map and have
 MA1332.an estimated accuracy of +/- 6 seconds.
 MA1332
 MA1332.The orthometric height was determined by differential leveling
 MA1332.and adjusted by the National Geodetic Survey in June 1991..
 MA1332
 MA1332.The geoid height was determined by GEOID03.
 MA1332
 MA1332.The dynamic height is computed by dividing the NAVD 88
 MA1332.geopotential number by the normal gravity value computed on the
 MA1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1332.degrees latitude (g = 980.6199 gals.).
 MA1332
 MA1332.The modeled gravity was interpolated from observed gravity values.
 MA1332
 MA1332;                    North         East    Units  Estimated Accuracy
 MA1332;SPC PA N     -   114,650.      431,210.      MT  (+/- 180 meters Scaled)
 MA1332
 MA1332                          SUPERSEDED SURVEY CONTROL
 MA1332
 MA1332  NGVD 29 (??/??/92)  424.273  (m)         1391.97   (f) ADJ UNCH    2 0
 MA1332
 MA1332.Superseded values are not recommended for survey control.
 MA1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1332.See file dsdata.txt to determine how the superseded data were derived.
 MA1332
 MA1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF038596(NAD 83)
 MA1332_MARKER: DB = BENCH MARK DISK
 MA1332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1332_SP_SET: CATCH BASIN
 MA1332_STAMPING: E 222 1958
 MA1332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1332
 MA1332  HISTORY     - Date     Condition        Report By
 MA1332  HISTORY     - 1958     MONUMENTED       CGS
 MA1332
 MA1332                          STATION DESCRIPTION
 MA1332
 MA1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA1332'2.8 MI W FROM EMLENTON.
 MA1332'ABOUT 1.45 MILES WESTERLY ALONG STATE HIGHWAY 38 FROM THE BRIDGE
 MA1332'OVER THE ALLEGHENY RIVER, THENCE WEST ALONG HIGHWAY 208 FOR 1.35
 MA1332'MILES.  NEAR FORK OF ROADS, IN THE SOUTH CONCRETE HEADWALL OF A
 MA1332'DRAINAGE CATCH BASIN, IN ITS EAST END AND 1.0 FOOT ABOVE THE
 MA1332'HIGHWAY.  17.0 FEET SOUTH OF CENTER LINE OF THE HIGHWAY AND 52.0
 MA1332'FEET NORTH OF A TWO STORIED HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0379 ***********************************************************************
 MB0379  DESIGNATION -  E 223
 MB0379  PID         -  MB0379
 MB0379  STATE/COUNTY-  PA/MERCER
 MB0379  USGS QUAD   -  MERCER (1990)
 MB0379
 MB0379                         *CURRENT SURVEY CONTROL
 MB0379  ___________________________________________________________________
 MB0379* NAD 83(1986)-  41 11 35.     (N)    080 13 04.     (W)     SCALED    
 MB0379* NAVD 88     -       353.003  (meters)    1158.14   (feet)  ADJUSTED  
 MB0379  ___________________________________________________________________
 MB0379  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MB0379  DYNAMIC HT  -         352.842 (meters)    1157.62  (feet)  COMP
 MB0379  MODELED GRAV-     980,157.9   (mgal)                       NAVD 88
 MB0379
 MB0379  VERT ORDER  -  SECOND    CLASS 0
 MB0379
 MB0379.The horizontal coordinates were scaled from a topographic map and have
 MB0379.an estimated accuracy of +/- 6 seconds.
 MB0379
 MB0379.The orthometric height was determined by differential leveling
 MB0379.and adjusted by the National Geodetic Survey in June 1991..
 MB0379
 MB0379.The geoid height was determined by GEOID03.
 MB0379
 MB0379.The dynamic height is computed by dividing the NAVD 88
 MB0379.geopotential number by the normal gravity value computed on the
 MB0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0379.degrees latitude (g = 980.6199 gals.).
 MB0379
 MB0379.The modeled gravity was interpolated from observed gravity values.
 MB0379
 MB0379;                    North         East    Units  Estimated Accuracy
 MB0379;SPC PA N     -   116,930.      393,020.      MT  (+/- 180 meters Scaled)
 MB0379
 MB0379                          SUPERSEDED SURVEY CONTROL
 MB0379
 MB0379  NGVD 29 (??/??/92)  353.150  (m)         1158.63   (f) ADJ UNCH    2 0
 MB0379
 MB0379.Superseded values are not recommended for survey control.
 MB0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0379.See file dsdata.txt to determine how the superseded data were derived.
 MB0379
 MB0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF655604(NAD 83)
 MB0379_MARKER: DB = BENCH MARK DISK
 MB0379_SETTING: 80 = SET IN A BOULDER
 MB0379_SP_SET: BOULDER
 MB0379_STAMPING: E 223 1958
 MB0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0379+STABILITY: SURFACE MOTION
 MB0379
 MB0379  HISTORY     - Date     Condition        Report By
 MB0379  HISTORY     - 1958     MONUMENTED       CGS
 MB0379
 MB0379                          STATION DESCRIPTION
 MB0379
 MB0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MB0379'3.9 MI SE FROM MERCER.
 MB0379'ABOUT 3.0 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MB0379'STATION AT MERCER, THENCE SOUTHERLY ALONG A PAVED ROAD FOR 0.1
 MB0379'MILE, THENCE EASTERLY FOR 0.15 MILE, THENCE NORTHERLY ALONG THE
 MB0379'GRAVELED ROAD FOR 0.65 MILE.  IT IS IN THE TOP OF A LARGE EGG
 MB0379'SHAPED BOULDER PROJECTING ABOUT 3.0 FEET ABOVE THE GROUND, 50.0
 MB0379'FEET EAST OF ROAD, 119 FEET NORTH OF ROAD, AND 146 FEET NORTHEAST
 MB0379'OF CENTER OF THE T-ROAD JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1294 ***********************************************************************
 LY1294  DESIGNATION -  E 224
 LY1294  PID         -  LY1294
 LY1294  STATE/COUNTY-  PA/MONROE
 LY1294  USGS QUAD   -  MOUNT POCONO (1992)
 LY1294
 LY1294                         *CURRENT SURVEY CONTROL
 LY1294  ___________________________________________________________________
 LY1294* NAD 83(1986)-  41 04 49.     (N)    075 22 17.     (W)     SCALED    
 LY1294* NAVD 88     -       525.599  (meters)    1724.40   (feet)  ADJUSTED  
 LY1294  ___________________________________________________________________
 LY1294  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 LY1294  DYNAMIC HT  -         525.336 (meters)    1723.54  (feet)  COMP
 LY1294  MODELED GRAV-     980,107.0   (mgal)                       NAVD 88
 LY1294
 LY1294  VERT ORDER  -  SECOND    CLASS 0
 LY1294
 LY1294.The horizontal coordinates were scaled from a topographic map and have
 LY1294.an estimated accuracy of +/- 6 seconds.
 LY1294
 LY1294.The orthometric height was determined by differential leveling
 LY1294.and adjusted by the National Geodetic Survey in June 1991..
 LY1294
 LY1294.The geoid height was determined by GEOID03.
 LY1294
 LY1294.The dynamic height is computed by dividing the NAVD 88
 LY1294.geopotential number by the normal gravity value computed on the
 LY1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1294.degrees latitude (g = 980.6199 gals.).
 LY1294
 LY1294.The modeled gravity was interpolated from observed gravity values.
 LY1294
 LY1294;                    North         East    Units  Estimated Accuracy
 LY1294;SPC PA N     -   104,200.      799,850.      MT  (+/- 180 meters Scaled)
 LY1294
 LY1294                          SUPERSEDED SURVEY CONTROL
 LY1294
 LY1294  NGVD 29 (??/??/92)  525.775  (m)         1724.98   (f) ADJ UNCH    2 0
 LY1294
 LY1294.Superseded values are not recommended for survey control.
 LY1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1294.See file dsdata.txt to determine how the superseded data were derived.
 LY1294
 LY1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL688477(NAD 83)
 LY1294_MARKER: DB = BENCH MARK DISK
 LY1294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1294_SP_SET: CATCH BASIN
 LY1294_STAMPING: E 224 1958
 LY1294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1294
 LY1294  HISTORY     - Date     Condition        Report By
 LY1294  HISTORY     - 1958     MONUMENTED       CGS
 LY1294
 LY1294                          STATION DESCRIPTION
 LY1294
 LY1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LY1294'4.4 MI NW FROM TANNERSVILLE.
 LY1294'4.40 MILE NORTH WEST ALONG COUNTY ROAD 45024 FROM THE SCHOOL
 LY1294'HOUSE AT TANNERSVILLE, SET IN TOP AND 2 FEET WEST OF THE EAST END
 LY1294'OF A ROCK AND A CONCRETE CATCH BASIN, 120 FEET SOUTH EAST OF A
 LY1294'TWO STORY FRAME HOUSE, 21 FEET WEST OF THE CENTERLINE OF A GRAVEL
 LY1294'ROAD, 16 FEET NORTH EAST OF THE CENTERLINE OF COUNTY ROAD 45024,
 LY1294'AND 2 FEET ABOVE THE LEVEL OF THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1492 ***********************************************************************
 LY1492  DESIGNATION -  E 225
 LY1492  PID         -  LY1492
 LY1492  STATE/COUNTY-  PA/MONROE
 LY1492  USGS QUAD   -  BLAKESLEE (1992)
 LY1492
 LY1492                         *CURRENT SURVEY CONTROL
 LY1492  ___________________________________________________________________
 LY1492* NAD 83(1986)-  41 04 12.     (N)    075 33 53.     (W)     SCALED    
 LY1492* NAVD 88     -       525.150  (meters)    1722.93   (feet)  ADJUSTED  
 LY1492  ___________________________________________________________________
 LY1492  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 LY1492  DYNAMIC HT  -         524.885 (meters)    1722.06  (feet)  COMP
 LY1492  MODELED GRAV-     980,102.7   (mgal)                       NAVD 88
 LY1492
 LY1492  VERT ORDER  -  SECOND    CLASS 0
 LY1492
 LY1492.The horizontal coordinates were scaled from a topographic map and have
 LY1492.an estimated accuracy of +/- 6 seconds.
 LY1492
 LY1492.The orthometric height was determined by differential leveling
 LY1492.and adjusted by the National Geodetic Survey in June 1991..
 LY1492
 LY1492.The geoid height was determined by GEOID03.
 LY1492
 LY1492.The dynamic height is computed by dividing the NAVD 88
 LY1492.geopotential number by the normal gravity value computed on the
 LY1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1492.degrees latitude (g = 980.6199 gals.).
 LY1492
 LY1492.The modeled gravity was interpolated from observed gravity values.
 LY1492
 LY1492;                    North         East    Units  Estimated Accuracy
 LY1492;SPC PA N     -   102,640.      783,640.      MT  (+/- 180 meters Scaled)
 LY1492
 LY1492                          SUPERSEDED SURVEY CONTROL
 LY1492
 LY1492  NGVD 29 (??/??/92)  525.336  (m)         1723.54   (f) ADJ UNCH    2 0
 LY1492
 LY1492.Superseded values are not recommended for survey control.
 LY1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1492.See file dsdata.txt to determine how the superseded data were derived.
 LY1492
 LY1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL525466(NAD 83)
 LY1492_MARKER: DB = BENCH MARK DISK
 LY1492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1492_SP_SET: CULVERT
 LY1492_STAMPING: E 225 1958
 LY1492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1492
 LY1492  HISTORY     - Date     Condition        Report By
 LY1492  HISTORY     - 1958     MONUMENTED       CGS
 LY1492  HISTORY     - 1974     GOOD             PADT
 LY1492  HISTORY     - 20030707 MARK NOT FOUND   PADT
 LY1492
 LY1492                          STATION DESCRIPTION
 LY1492
 LY1492'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LY1492'2.2 MI S FROM BLAKESLEE CORNER.
 LY1492'ESTABLISHED 2.15 MILE SOUTH EAST ALONG STATE HIGHWAY 115 FROM
 LY1492'THE JUNCTION OF STATE HIGHWAYS NO. 115 AND 940 IN BLAKESLEE CORNER
 LY1492'IN TOP CENTER OF THE SOUTH WEST HEADWALL, WITH WINGWALL, OF A 1 1/2
 LY1492'FOOT PIPE CULVERT UNDER STATE HIGHWAY 115, 27 FEET SOUTH WEST OF
 LY1492'THE CENTERLINE OF THE HIGHWAY, AND ABOUT 0.30 MILE NORTH WEST OF
 LY1492'THE STATE PATROL STATION AND ABOUT LEVEL WITH THE HIGHWAY.
 LY1492
 LY1492                          STATION RECOVERY (1974)
 LY1492
 LY1492'RECOVERY NOTE BY PA DEPT OF TRANSP 1974
 LY1492'RECOVERED IN GOOD CONDITION.
 LY1492
 LY1492                          STATION RECOVERY (2003)
 LY1492
 LY1492'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 LY1492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0430 ***********************************************************************
 LZ0430  DESIGNATION -  E 226
 LZ0430  PID         -  LZ0430
 LZ0430  STATE/COUNTY-  PA/MONTOUR
 LZ0430  USGS QUAD   -  WASHINGTONVILLE (1983)
 LZ0430
 LZ0430                         *CURRENT SURVEY CONTROL
 LZ0430  ___________________________________________________________________
 LZ0430* NAD 83(1986)-  41 00 01.     (N)    076 38 14.     (W)     SCALED    
 LZ0430* NAVD 88     -       171.209  (meters)     561.71   (feet)  ADJUSTED  
 LZ0430  ___________________________________________________________________
 LZ0430  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 LZ0430  DYNAMIC HT  -         171.136 (meters)     561.47  (feet)  COMP
 LZ0430  MODELED GRAV-     980,193.4   (mgal)                       NAVD 88
 LZ0430
 LZ0430  VERT ORDER  -  SECOND    CLASS 0
 LZ0430
 LZ0430.The horizontal coordinates were scaled from a topographic map and have
 LZ0430.an estimated accuracy of +/- 6 seconds.
 LZ0430
 LZ0430.The orthometric height was determined by differential leveling
 LZ0430.and adjusted by the National Geodetic Survey in June 1991..
 LZ0430
 LZ0430.The geoid height was determined by GEOID03.
 LZ0430
 LZ0430.The dynamic height is computed by dividing the NAVD 88
 LZ0430.geopotential number by the normal gravity value computed on the
 LZ0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0430.degrees latitude (g = 980.6199 gals.).
 LZ0430
 LZ0430.The modeled gravity was interpolated from observed gravity values.
 LZ0430
 LZ0430;                    North         East    Units  Estimated Accuracy
 LZ0430;SPC PA N     -    93,180.      693,620.      MT  (+/- 180 meters Scaled)
 LZ0430
 LZ0430                          SUPERSEDED SURVEY CONTROL
 LZ0430
 LZ0430  NGVD 29 (??/??/92)  171.436  (m)          562.45   (f) ADJ UNCH    2 0
 LZ0430
 LZ0430.Superseded values are not recommended for survey control.
 LZ0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0430.See file dsdata.txt to determine how the superseded data were derived.
 LZ0430
 LZ0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL623400(NAD 83)
 LZ0430_MARKER: DB = BENCH MARK DISK
 LZ0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0430_STAMPING: E 226 1959
 LZ0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0430+STABILITY: SURFACE MOTION
 LZ0430
 LZ0430  HISTORY     - Date     Condition        Report By
 LZ0430  HISTORY     - 1959     MONUMENTED       CGS
 LZ0430
 LZ0430                          STATION DESCRIPTION
 LZ0430
 LZ0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LZ0430'2.8 MI N FROM DANVILLE.
 LZ0430'ABOUT 2.25 MILE NORTHEAST OF THE 1ST NATIONAL BANK IN DANVILLE
 LZ0430'ALONG STATE HIGHWAY NO 54, THENCE 0.35 MILE ALONG A BLACKTOP
 LZ0430'ROAD NORTH, THENCE 0.3 MILE EAST ALONG A BLACKTOP ROAD, 0.25 MILE
 LZ0430'EAST OF THE VALLEY GRANGE BUILDING, 2 FEET NORTH OF A 2 FOOT OAK
 LZ0430'TREE, 2 FEET SOUTH OF A BRACED TELEPHONE POLE NO 8 1/2, 17 FEET
 LZ0430'SOUTH OF THE CENTERLINE OF THE BLACKTOP ROAD AND ONE FOOT BELOW
 LZ0430'THE LEVEL OF THE ROAD PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0197 ***********************************************************************
 LZ0197  DESIGNATION -  E 227
 LZ0197  PID         -  LZ0197
 LZ0197  STATE/COUNTY-  PA/COLUMBIA
 LZ0197  USGS QUAD   -  BLOOMSBURG (1983)
 LZ0197
 LZ0197                         *CURRENT SURVEY CONTROL
 LZ0197  ___________________________________________________________________
 LZ0197* NAD 83(1986)-  41 01 29.     (N)    076 28 24.     (W)     SCALED    
 LZ0197* NAVD 88     -       152.016  (meters)     498.74   (feet)  ADJUSTED  
 LZ0197  ___________________________________________________________________
 LZ0197  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 LZ0197  DYNAMIC HT  -         151.954 (meters)     498.54  (feet)  COMP
 LZ0197  MODELED GRAV-     980,208.5   (mgal)                       NAVD 88
 LZ0197
 LZ0197  VERT ORDER  -  SECOND    CLASS 0
 LZ0197
 LZ0197.The horizontal coordinates were scaled from a topographic map and have
 LZ0197.an estimated accuracy of +/- 6 seconds.
 LZ0197
 LZ0197.The orthometric height was determined by differential leveling
 LZ0197.and adjusted by the National Geodetic Survey in June 1991..
 LZ0197
 LZ0197.The geoid height was determined by GEOID03.
 LZ0197
 LZ0197.The dynamic height is computed by dividing the NAVD 88
 LZ0197.geopotential number by the normal gravity value computed on the
 LZ0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0197.degrees latitude (g = 980.6199 gals.).
 LZ0197
 LZ0197.The modeled gravity was interpolated from observed gravity values.
 LZ0197
 LZ0197;                    North         East    Units  Estimated Accuracy
 LZ0197;SPC PA N     -    96,080.      707,370.      MT  (+/- 180 meters Scaled)
 LZ0197
 LZ0197                          SUPERSEDED SURVEY CONTROL
 LZ0197
 LZ0197  NGVD 29 (??/??/92)  152.239  (m)          499.47   (f) ADJ UNCH    2 0
 LZ0197
 LZ0197.Superseded values are not recommended for survey control.
 LZ0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0197.See file dsdata.txt to determine how the superseded data were derived.
 LZ0197
 LZ0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL761425(NAD 83)
 LZ0197_MARKER: DB = BENCH MARK DISK
 LZ0197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0197_SP_SET: CULVERT
 LZ0197_STAMPING: E 227 1959
 LZ0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0197
 LZ0197  HISTORY     - Date     Condition        Report By
 LZ0197  HISTORY     - 1959     MONUMENTED       CGS
 LZ0197  HISTORY     - 20050421 GOOD             PADT
 LZ0197
 LZ0197                          STATION DESCRIPTION
 LZ0197
 LZ0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LZ0197'2.4 MI NW FROM BLOOMSBURG.
 LZ0197'ABOUT 2 MILES NORTH WEST ALONG STATE HY. 42 FROM JUNCTION OF
 LZ0197'STATE HY. 42 AND U.S. 11 IN BLOOMSBURG, THENCE 0.10 MILE WEST
 LZ0197'ALONG BLACK TOP ROAD TO RAILROAD, THENCE 0.30 MILE EAST ALONG
 LZ0197'RAILROAD, SET IN TOP OF SOUTH WEST WINGWALL OF SOUTH HEAD-WALL
 LZ0197'OF AN 18 FOOT CULVERT UNDER A GRAVEL ROAD, 34 FEET NORTH OF NORTH
 LZ0197'RAIL OF RAILROAD, 32 FEET SOUTH OF CENTERLINE OF THE GRAVEL ROAD,
 LZ0197'4 FEET BELOW THE LEVEL OF THE TRACK, 12 FEET BELOW THE LEVEL OF
 LZ0197'THE GRAVEL ROAD.
 LZ0197
 LZ0197                          STATION RECOVERY (2005)
 LZ0197
 LZ0197'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (JAG)
 LZ0197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1533 ***********************************************************************
 LY1533  DESIGNATION -  E 228
 LY1533  PID         -  LY1533
 LY1533  STATE/COUNTY-  PA/LUZERNE
 LY1533  USGS QUAD   -  WHITE HAVEN (1997)
 LY1533
 LY1533                         *CURRENT SURVEY CONTROL
 LY1533  ___________________________________________________________________
 LY1533* NAD 83(1986)-  41 06 23.     (N)    075 50 42.     (W)     SCALED    
 LY1533* NAVD 88     -       380.848  (meters)    1249.50   (feet)  ADJUSTED  
 LY1533  ___________________________________________________________________
 LY1533  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 LY1533  DYNAMIC HT  -         380.673 (meters)    1248.92  (feet)  COMP
 LY1533  MODELED GRAV-     980,153.1   (mgal)                       NAVD 88
 LY1533
 LY1533  VERT ORDER  -  SECOND    CLASS 0
 LY1533
 LY1533.The horizontal coordinates were scaled from a topographic map and have
 LY1533.an estimated accuracy of +/- 6 seconds.
 LY1533
 LY1533.The orthometric height was determined by differential leveling
 LY1533.and adjusted by the National Geodetic Survey in June 1991..
 LY1533
 LY1533.The geoid height was determined by GEOID03.
 LY1533
 LY1533.The dynamic height is computed by dividing the NAVD 88
 LY1533.geopotential number by the normal gravity value computed on the
 LY1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1533.degrees latitude (g = 980.6199 gals.).
 LY1533
 LY1533.The modeled gravity was interpolated from observed gravity values.
 LY1533
 LY1533;                    North         East    Units  Estimated Accuracy
 LY1533;SPC PA N     -   106,120.      760,000.      MT  (+/- 180 meters Scaled)
 LY1533
 LY1533                          SUPERSEDED SURVEY CONTROL
 LY1533
 LY1533  NGVD 29 (??/??/92)  381.041  (m)         1250.13   (f) ADJ UNCH    2 0
 LY1533
 LY1533.Superseded values are not recommended for survey control.
 LY1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1533.See file dsdata.txt to determine how the superseded data were derived.
 LY1533
 LY1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL290509(NAD 83)
 LY1533_MARKER: DB = BENCH MARK DISK
 LY1533_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1533_SP_SET: BRIDGE
 LY1533_STAMPING: E 228 1959
 LY1533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1533
 LY1533  HISTORY     - Date     Condition        Report By
 LY1533  HISTORY     - 1959     MONUMENTED       CGS
 LY1533  HISTORY     - 20030921 GOOD             INDIV
 LY1533
 LY1533                          STATION DESCRIPTION
 LY1533
 LY1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1533'5.2 MI N FROM WHITE HAVEN.
 LY1533'4.75 MILE NORTH ALONG BLACKTOP ROAD 40040 FROM THE SCHOOL HOUSE
 LY1533'AT WHITE HAVEN THENCE WEST ALONG A BLACKTOP ROAD FOR 0.4 MILE,
 LY1533'SET IN TOP OF THE SOUTHEAST MOST BANISTER POST ON THE EAST
 LY1533'ABUTMENT OF A 18 FOOT BRIDGE OVER A CREEK, 15 FEET SOUTH OF THE
 LY1533'CENTERLINE OF THE ROAD AND 1 FOOT ABOVE THE ROAD.
 LY1533
 LY1533                          STATION RECOVERY (2003)
 LY1533
 LY1533'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (ZKM)
 LY1533'THE MARK IS 0.4 MILES WEST ALONG COUNTY ROAD 41 FROM THE INTERSECTION
 LY1533'OF THE COUNTY ROAD AND PA ROUTE 437.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1416 ***********************************************************************
 LY1416  DESIGNATION -  E 229
 LY1416  PID         -  LY1416
 LY1416  STATE/COUNTY-  PA/LUZERNE
 LY1416  USGS QUAD   -  WILKES-BARRE EAST (1964)
 LY1416
 LY1416                         *CURRENT SURVEY CONTROL
 LY1416  ___________________________________________________________________
 LY1416* NAD 83(1986)-  41 14 27.     (N)    075 49 22.     (W)     SCALED    
 LY1416* NAVD 88     -       333.262  (meters)    1093.38   (feet)  ADJUSTED  
 LY1416  ___________________________________________________________________
 LY1416  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 LY1416  DYNAMIC HT  -         333.120 (meters)    1092.91  (feet)  COMP
 LY1416  MODELED GRAV-     980,188.1   (mgal)                       NAVD 88
 LY1416
 LY1416  VERT ORDER  -  SECOND    CLASS 0
 LY1416
 LY1416.The horizontal coordinates were scaled from a topographic map and have
 LY1416.an estimated accuracy of +/- 6 seconds.
 LY1416
 LY1416.The orthometric height was determined by differential leveling
 LY1416.and adjusted by the National Geodetic Survey in June 1991..
 LY1416
 LY1416.The geoid height was determined by GEOID03.
 LY1416
 LY1416.The dynamic height is computed by dividing the NAVD 88
 LY1416.geopotential number by the normal gravity value computed on the
 LY1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1416.degrees latitude (g = 980.6199 gals.).
 LY1416
 LY1416.The modeled gravity was interpolated from observed gravity values.
 LY1416
 LY1416;                    North         East    Units  Estimated Accuracy
 LY1416;SPC PA N     -   121,090.      761,540.      MT  (+/- 180 meters Scaled)
 LY1416
 LY1416                          SUPERSEDED SURVEY CONTROL
 LY1416
 LY1416  NGVD 29 (??/??/92)  333.433  (m)         1093.94   (f) ADJ UNCH    2 0
 LY1416
 LY1416.Superseded values are not recommended for survey control.
 LY1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1416.See file dsdata.txt to determine how the superseded data were derived.
 LY1416
 LY1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL310658(NAD 83)
 LY1416_MARKER: DB = BENCH MARK DISK
 LY1416_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1416_SP_SET: FOUNDATION
 LY1416_STAMPING: E 229 1959
 LY1416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1416
 LY1416  HISTORY     - Date     Condition        Report By
 LY1416  HISTORY     - 1959     MONUMENTED       CGS
 LY1416  HISTORY     - 19940330 MARK NOT FOUND   LOCENG
 LY1416
 LY1416                          STATION DESCRIPTION
 LY1416
 LY1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1416'1 MI SW FROM WILKES BARRE.
 LY1416'1.05 MILE SOUTH WEST OF THE V.A. HOSPITAL IN WILKES BARRE ON
 LY1416'THE NEW JERSEY CENTRAL RAILROAD (ABOUT 0.75 MILE WEST ALONG
 LY1416'BLACKTOP ROAD THENCE 0.30 MILE SOUTH WEST ON A STRIP MINE ROAD
 LY1416'TO A RAILROAD AND AN OLD STATION FOUNDATION.), DRILLED IN TOP
 LY1416'CENTER AT THE NORTH WEST CORNER OF THE WEST SIDE OF THE OLD
 LY1416'FOUNDATION, ABOUT 2 FEET ABOVE THE TRACK, NOTE-- THIS ROAD FROM
 LY1416'THE BLACKTOP ROAD MAY CHANGE IN PROCESS OF MINING.
 LY1416
 LY1416                          STATION RECOVERY (1994)
 LY1416
 LY1416'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLM)
 LY1416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0290 ***********************************************************************
 MA0290  DESIGNATION -  E 23
 MA0290  PID         -  MA0290
 MA0290  STATE/COUNTY-  PA/CENTRE
 MA0290  USGS QUAD   -  KARTHAUS (1981)
 MA0290
 MA0290                         *CURRENT SURVEY CONTROL
 MA0290  ___________________________________________________________________
 MA0290* NAD 83(1986)-  41 02 14.     (N)    078 00 21.     (W)     SCALED    
 MA0290* NAVD 88     -       478.185  (meters)    1568.85   (feet)  ADJUSTED  
 MA0290  ___________________________________________________________________
 MA0290  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 MA0290  DYNAMIC HT  -         477.948 (meters)    1568.07  (feet)  COMP
 MA0290  MODELED GRAV-     980,113.6   (mgal)                       NAVD 88
 MA0290
 MA0290  VERT ORDER  -  SECOND    CLASS 0
 MA0290
 MA0290.The horizontal coordinates were scaled from a topographic map and have
 MA0290.an estimated accuracy of +/- 6 seconds.
 MA0290
 MA0290.The orthometric height was determined by differential leveling
 MA0290.and adjusted by the National Geodetic Survey in June 1991..
 MA0290
 MA0290.The geoid height was determined by GEOID03.
 MA0290
 MA0290.The dynamic height is computed by dividing the NAVD 88
 MA0290.geopotential number by the normal gravity value computed on the
 MA0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0290.degrees latitude (g = 980.6199 gals.).
 MA0290
 MA0290.The modeled gravity was interpolated from observed gravity values.
 MA0290
 MA0290;                    North         East    Units  Estimated Accuracy
 MA0290;SPC PA N     -    96,710.      578,490.      MT  (+/- 180 meters Scaled)
 MA0290
 MA0290                          SUPERSEDED SURVEY CONTROL
 MA0290
 MA0290  NGVD 29 (??/??/92)  478.345  (m)         1569.37   (f) ADJ UNCH    2 0
 MA0290
 MA0290.Superseded values are not recommended for survey control.
 MA0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0290.See file dsdata.txt to determine how the superseded data were derived.
 MA0290
 MA0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF516472(NAD 83)
 MA0290_MARKER: DB = BENCH MARK DISK
 MA0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0290_STAMPING: E 23 1934
 MA0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0290+STABILITY: SURFACE MOTION
 MA0290
 MA0290  HISTORY     - Date     Condition        Report By
 MA0290  HISTORY     - 1934     MONUMENTED       CGS
 MA0290  HISTORY     - 1959     POOR             NGS
 MA0290
 MA0290                          STATION DESCRIPTION
 MA0290
 MA0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MA0290'0.4 MI W FROM MOSHANNON.
 MA0290'0.4 MILE WEST ALONG STATE HIGHWAY 53 FROM MOSHANNON, CENTRE
 MA0290'COUNTY, IN THE SOUTHEAST CORNER OF THE YARD OF J. SCHNARES, 38
 MA0290'FEET EAST OF STATION 020+00, 45 FEET NORTH OF THE CENTERLINE OF
 MA0290'THE FINISHED GRADE, AND ABOUT 3 FEET HIGHER THAN THE CENTERLINE
 MA0290'OF THE FINISHED GRADE.  A STANDARD DISK STAMPED E 23 1934 AND SET
 MA0290'IN THE TOP OF A CONCRETE POST.  NOTE-- THIS BM IS NOT FIT FOR
 MA0290'LEVELING AS IT IS BUSTED JUST BELOW THE SURFACE OF THE GROUND.
 MA0290'THE FACT THAT IT IS IN A FRONT YARD OF A HOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1464 ***********************************************************************
 LY1464  DESIGNATION -  E 231
 LY1464  PID         -  LY1464
 LY1464  STATE/COUNTY-  PA/LUZERNE
 LY1464  USGS QUAD   -  WILKES-BARRE WEST (1990)
 LY1464
 LY1464                         *CURRENT SURVEY CONTROL
 LY1464  ___________________________________________________________________
 LY1464* NAD 83(1986)-  41 09 47.     (N)    075 55 54.     (W)     SCALED    
 LY1464* NAVD 88     -       398.623  (meters)    1307.82   (feet)  ADJUSTED  
 LY1464  ___________________________________________________________________
 LY1464  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LY1464  DYNAMIC HT  -         398.453 (meters)    1307.26  (feet)  COMP
 LY1464  MODELED GRAV-     980,184.7   (mgal)                       NAVD 88
 LY1464
 LY1464  VERT ORDER  -  SECOND    CLASS 0
 LY1464
 LY1464.The horizontal coordinates were scaled from a topographic map and have
 LY1464.an estimated accuracy of +/- 6 seconds.
 LY1464
 LY1464.The orthometric height was determined by differential leveling
 LY1464.and adjusted by the National Geodetic Survey in June 1991..
 LY1464
 LY1464.The geoid height was determined by GEOID03.
 LY1464
 LY1464.The dynamic height is computed by dividing the NAVD 88
 LY1464.geopotential number by the normal gravity value computed on the
 LY1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1464.degrees latitude (g = 980.6199 gals.).
 LY1464
 LY1464.The modeled gravity was interpolated from observed gravity values.
 LY1464
 LY1464;                    North         East    Units  Estimated Accuracy
 LY1464;SPC PA N     -   112,250.      752,590.      MT  (+/- 180 meters Scaled)
 LY1464
 LY1464                          SUPERSEDED SURVEY CONTROL
 LY1464
 LY1464  NGVD 29 (??/??/92)  398.804  (m)         1308.41   (f) ADJ UNCH    2 0
 LY1464
 LY1464.Superseded values are not recommended for survey control.
 LY1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1464.See file dsdata.txt to determine how the superseded data were derived.
 LY1464
 LY1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL218572(NAD 83)
 LY1464_MARKER: DB = BENCH MARK DISK
 LY1464_SETTING: 80 = SET IN A BOULDER
 LY1464_SP_SET: BOULDER
 LY1464_STAMPING: E 231 1959
 LY1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1464+STABILITY: SURFACE MOTION
 LY1464
 LY1464  HISTORY     - Date     Condition        Report By
 LY1464  HISTORY     - 1959     MONUMENTED       CGS
 LY1464
 LY1464                          STATION DESCRIPTION
 LY1464
 LY1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1464'3 MI NW FROM MOUNTAIN TOP.
 LY1464'0.20 MILE NORTH ALONG RAILROAD FROM WHERE THE RAILROAD CROSSES
 LY1464'OVER U.S. 309 AT MOUNTAIN TOP THENCE 2.05 MILE WEST ALONG THE
 LY1464'MAIN TRAIL THENCE 0.80 MILE WEST ALONG GRAVEL ROAD, SET IN TOP
 LY1464'AND 1 1/2 FEET NORTH OF THE SOUTH EDGE OF A 9 FOOT BY 4 FOOT
 LY1464'BOULDER PROJECTING ABOUT 3 INCHES ABOVE THE GROUND, 36 FEET EAST
 LY1464'AND ACROSS THE ROAD FROM A POWER POLE (NO. 1283 WB), ABOUT 0.10
 LY1464'MILE WEST OF A TWO STORY FRAME HOUSE, 15 FEET SOUTH OF THE
 LY1464'CENTERLINE OF THE TRAIL, 24 FEET NORTH EAST OF A TELEPHONE POLE
 LY1464'(NX 39).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1462 ***********************************************************************
 LY1462  DESIGNATION -  E 232
 LY1462  PID         -  LY1462
 LY1462  STATE/COUNTY-  PA/LUZERNE
 LY1462  USGS QUAD   -  WILKES-BARRE WEST (1990)
 LY1462
 LY1462                         *CURRENT SURVEY CONTROL
 LY1462  ___________________________________________________________________
 LY1462* NAD 83(1986)-  41 10 20.     (N)    075 54 34.     (W)     SCALED    
 LY1462* NAVD 88     -       441.920  (meters)    1449.87   (feet)  ADJUSTED  
 LY1462  ___________________________________________________________________
 LY1462  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 LY1462  DYNAMIC HT  -         441.731 (meters)    1449.25  (feet)  COMP
 LY1462  MODELED GRAV-     980,181.4   (mgal)                       NAVD 88
 LY1462
 LY1462  VERT ORDER  -  SECOND    CLASS 0
 LY1462
 LY1462.The horizontal coordinates were scaled from a topographic map and have
 LY1462.an estimated accuracy of +/- 6 seconds.
 LY1462
 LY1462.The orthometric height was determined by differential leveling
 LY1462.and adjusted by the National Geodetic Survey in June 1991..
 LY1462
 LY1462.The geoid height was determined by GEOID03.
 LY1462
 LY1462.The dynamic height is computed by dividing the NAVD 88
 LY1462.geopotential number by the normal gravity value computed on the
 LY1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1462.degrees latitude (g = 980.6199 gals.).
 LY1462
 LY1462.The modeled gravity was interpolated from observed gravity values.
 LY1462
 LY1462;                    North         East    Units  Estimated Accuracy
 LY1462;SPC PA N     -   113,310.      754,440.      MT  (+/- 180 meters Scaled)
 LY1462
 LY1462                          SUPERSEDED SURVEY CONTROL
 LY1462
 LY1462  NGVD 29 (??/??/92)  442.099  (m)         1450.45   (f) ADJ UNCH    2 0
 LY1462
 LY1462.Superseded values are not recommended for survey control.
 LY1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1462.See file dsdata.txt to determine how the superseded data were derived.
 LY1462
 LY1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL237582(NAD 83)
 LY1462_MARKER: DB = BENCH MARK DISK
 LY1462_SETTING: 0 = UNSPECIFIED SETTING
 LY1462_STAMPING: E 232 1959
 LY1462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1462
 LY1462  HISTORY     - Date     Condition        Report By
 LY1462  HISTORY     - 1959     MONUMENTED       CGS
 LY1462
 LY1462                          STATION DESCRIPTION
 LY1462
 LY1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1462'1.6 MI NW FROM MOUNTAIN TOP.
 LY1462'0.20 MILE NORTH ALONG RAILROAD FROM WHERE THE RAILROAD CROSSES
 LY1462'OVER U.S. 309 AT MOUNTAIN TOP THENCE 1.45 MILE NORTH WEST ALONG
 LY1462'THE MAIN TRAIL, ALSO 0.90 MILE FROM A POWER LINE CROSSING, SET
 LY1462'IN TOP AND 3 FEET EAST OF THE WEST END OF NORTH MOST OF 2 ROCKS
 LY1462'WHICH FORM A SHELF THROUGH MIDDLE OF TRAIL ROAD, ON NORTH SIDE
 LY1462'OF TRAIL ROAD, 3 FEET FROM THE CENTERLINE OF THE TRAIL ROAD, 24
 LY1462'FEET OF SHELF ROCK IF VISIBLE, PROJECTING ABOUT 6 INCHES ABOVE
 LY1462'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0340 ***********************************************************************
 KW0340  DESIGNATION -  E 233
 KW0340  PID         -  KW0340
 KW0340  STATE/COUNTY-  PA/SCHUYLKILL
 KW0340  USGS QUAD   -  DELANO (1976)
 KW0340
 KW0340                         *CURRENT SURVEY CONTROL
 KW0340  ___________________________________________________________________
 KW0340* NAD 83(1986)-  40 49 42.     (N)    076 04 31.     (W)     SCALED    
 KW0340* NAVD 88     -       496.338  (meters)    1628.40   (feet)  ADJUSTED  
 KW0340  ___________________________________________________________________
 KW0340  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KW0340  DYNAMIC HT  -         496.083 (meters)    1627.57  (feet)  COMP
 KW0340  MODELED GRAV-     980,096.0   (mgal)                       NAVD 88
 KW0340
 KW0340  VERT ORDER  -  SECOND    CLASS 0
 KW0340
 KW0340.The horizontal coordinates were scaled from a topographic map and have
 KW0340.an estimated accuracy of +/- 6 seconds.
 KW0340
 KW0340.The orthometric height was determined by differential leveling
 KW0340.and adjusted by the National Geodetic Survey in June 1991..
 KW0340
 KW0340.The geoid height was determined by GEOID03.
 KW0340
 KW0340.The dynamic height is computed by dividing the NAVD 88
 KW0340.geopotential number by the normal gravity value computed on the
 KW0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0340.degrees latitude (g = 980.6199 gals.).
 KW0340
 KW0340.The modeled gravity was interpolated from observed gravity values.
 KW0340
 KW0340;                    North         East    Units  Estimated Accuracy
 KW0340;SPC PA S     -   167,340.      741,260.      MT  (+/- 180 meters Scaled)
 KW0340
 KW0340                          SUPERSEDED SURVEY CONTROL
 KW0340
 KW0340  NGVD 29 (??/??/??)  496.530  (m)         1629.03   (f) ADJUSTED    2 0
 KW0340
 KW0340.Superseded values are not recommended for survey control.
 KW0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0340.See file dsdata.txt to determine how the superseded data were derived.
 KW0340
 KW0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL093202(NAD 83)
 KW0340_MARKER: DB = BENCH MARK DISK
 KW0340_SETTING: 80 = SET IN A BOULDER
 KW0340_SP_SET: BOULDER
 KW0340_STAMPING: E 233 1959
 KW0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0340+STABILITY: SURFACE MOTION
 KW0340
 KW0340  HISTORY     - Date     Condition        Report By
 KW0340  HISTORY     - 1959     MONUMENTED       CGS
 KW0340
 KW0340                          STATION DESCRIPTION
 KW0340
 KW0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW0340'1.3 MI S FROM DELANO.
 KW0340'ABOUT 0.50 MILE SOUTH ALONG BLACKTOP ROAD FROM THE DELANO UNION
 KW0340'CHURCH TO A BRIDGE OVER RAILROAD THENCE 0.80 MILE WEST ALONG
 KW0340'THE RAILROAD, SET IN TOP IN LOW SPOT OF A LARGE BOULDER, ABOUT 4
 KW0340'FEET SOUTH EAST OF THE NORTH WEST END OF ROCK, 18 FEET SOUTH OF
 KW0340'THE SOUTH RAIL, ABOUT 1 FOOT ABOVE THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1187 ***********************************************************************
 LY1187  DESIGNATION -  E 234
 LY1187  PID         -  LY1187
 LY1187  STATE/COUNTY-  PA/PIKE
 LY1187  USGS QUAD   -  NEWFOUNDLAND (1992)
 LY1187
 LY1187                         *CURRENT SURVEY CONTROL
 LY1187  ___________________________________________________________________
 LY1187* NAD 83(1986)-  41 20 29.     (N)    075 19 04.     (W)     SCALED    
 LY1187* NAVD 88     -       427.956  (meters)    1404.05   (feet)  ADJUSTED  
 LY1187  ___________________________________________________________________
 LY1187  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 LY1187  DYNAMIC HT  -         427.762 (meters)    1403.42  (feet)  COMP
 LY1187  MODELED GRAV-     980,156.8   (mgal)                       NAVD 88
 LY1187
 LY1187  VERT ORDER  -  SECOND    CLASS 0
 LY1187
 LY1187.The horizontal coordinates were scaled from a topographic map and have
 LY1187.an estimated accuracy of +/- 6 seconds.
 LY1187
 LY1187.The orthometric height was determined by differential leveling
 LY1187.and adjusted by the National Geodetic Survey in June 1991..
 LY1187
 LY1187.The geoid height was determined by GEOID03.
 LY1187
 LY1187.The dynamic height is computed by dividing the NAVD 88
 LY1187.geopotential number by the normal gravity value computed on the
 LY1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1187.degrees latitude (g = 980.6199 gals.).
 LY1187
 LY1187.The modeled gravity was interpolated from observed gravity values.
 LY1187
 LY1187;                    North         East    Units  Estimated Accuracy
 LY1187;SPC PA N     -   133,320.      803,540.      MT  (+/- 180 meters Scaled)
 LY1187
 LY1187                          SUPERSEDED SURVEY CONTROL
 LY1187
 LY1187  NGVD 29 (??/??/92)  428.160  (m)         1404.72   (f) ADJ UNCH    2 0
 LY1187
 LY1187.Superseded values are not recommended for survey control.
 LY1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1187.See file dsdata.txt to determine how the superseded data were derived.
 LY1187
 LY1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL734767(NAD 83)
 LY1187_MARKER: DB = BENCH MARK DISK
 LY1187_SETTING: 80 = SET IN A BOULDER
 LY1187_SP_SET: BOULDER
 LY1187_STAMPING: E 234 1959
 LY1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1187+STABILITY: SURFACE MOTION
 LY1187
 LY1187  HISTORY     - Date     Condition        Report By
 LY1187  HISTORY     - 1959     MONUMENTED       CGS
 LY1187
 LY1187                          STATION DESCRIPTION
 LY1187
 LY1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1187'1.8 MI NW FROM GREENTOWN.
 LY1187'1.10 MILE NORTH ALONG STATE 507 FROM A THREE STORY CONCRETE
 LY1187'BLOCK BUILDING IN GREENTOWN THENCE 0.40 MILE WEST ON A DIRT
 LY1187'ROAD THENCE 0.25 MILE NORTH ON A GRAVEL ROAD, 0.05 MILE NORTH
 LY1187'OF A CEMENTERY, SET IN TOP CENTER OF A 6 FOOT BY 4 FOOT BOULDER,
 LY1187'ABOUT FLUSH WITH THE GROUND, 106 FEET EAST-SOUTH EAST OF A
 LY1187'POWER POLE NO. 17989, 106 FEET NORTH FROM THE CENTER OF GATES AT
 LY1187'THE ROAD INTERSECTION, 40 FEET EAST-NORTH EAST OF THE CENTERLINE
 LY1187'OF THE ROAD, 51 FEET NORTH WEST OF A 22 INCH RED MAPLE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1446 ***********************************************************************
 LY1446  DESIGNATION -  E 235
 LY1446  PID         -  LY1446
 LY1446  STATE/COUNTY-  PA/LUZERNE
 LY1446  USGS QUAD   -  WILKES-BARRE EAST (1964)
 LY1446
 LY1446                         *CURRENT SURVEY CONTROL
 LY1446  ___________________________________________________________________
 LY1446* NAD 83(1986)-  41 10 02.     (N)    075 51 44.     (W)     SCALED    
 LY1446* NAVD 88     -       516.481  (meters)    1694.49   (feet)  ADJUSTED  
 LY1446  ___________________________________________________________________
 LY1446  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 LY1446  DYNAMIC HT  -         516.246 (meters)    1693.72  (feet)  COMP
 LY1446  MODELED GRAV-     980,152.1   (mgal)                       NAVD 88
 LY1446
 LY1446  VERT ORDER  -  SECOND    CLASS 0
 LY1446
 LY1446.The horizontal coordinates were scaled from a topographic map and have
 LY1446.an estimated accuracy of +/- 6 seconds.
 LY1446
 LY1446.The orthometric height was determined by differential leveling
 LY1446.and adjusted by the National Geodetic Survey in June 1991..
 LY1446
 LY1446.The geoid height was determined by GEOID03.
 LY1446
 LY1446.The dynamic height is computed by dividing the NAVD 88
 LY1446.geopotential number by the normal gravity value computed on the
 LY1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1446.degrees latitude (g = 980.6199 gals.).
 LY1446
 LY1446.The modeled gravity was interpolated from observed gravity values.
 LY1446
 LY1446;                    North         East    Units  Estimated Accuracy
 LY1446;SPC PA N     -   112,840.      758,410.      MT  (+/- 180 meters Scaled)
 LY1446
 LY1446                          SUPERSEDED SURVEY CONTROL
 LY1446
 LY1446  NGVD 29 (??/??/92)  516.647  (m)         1695.03   (f) ADJ UNCH    2 0
 LY1446
 LY1446.Superseded values are not recommended for survey control.
 LY1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1446.See file dsdata.txt to determine how the superseded data were derived.
 LY1446
 LY1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL276576(NAD 83)
 LY1446_MARKER: DB = BENCH MARK DISK
 LY1446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1446_SP_SET: SIGNAL BASE
 LY1446_STAMPING: E 235 1959
 LY1446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1446
 LY1446  HISTORY     - Date     Condition        Report By
 LY1446  HISTORY     - 1959     MONUMENTED       CGS
 LY1446  HISTORY     - 19940330 MARK NOT FOUND   LOCENG
 LY1446
 LY1446                          STATION DESCRIPTION
 LY1446
 LY1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1446'2.4 MI S FROM MOUNTAIN TOP.
 LY1446'2.35 MILE SOUTH ALONG THE LEHIGH VALLEY RAILROAD FROM THE
 LY1446'RAILROAD STATION AT MOUNTAIN TOP, SET IN TOP SOUTH CORNER OF THE
 LY1446'SOUTH WEST SIDE OF A SIGNAL BASE, ABOUT 0.15 MILE SOUTH OF
 LY1446'GRACEDALE SIGNAL TOWER, 100 YARDS NORTH WEST OF BLACKTOP ROAD
 LY1446'CROSSING, ABOUT 7 FEET NORTH EAST OF THE NORTH EAST RAIL, ABOUT
 LY1446'LEVEL WITH THE TRACK.
 LY1446
 LY1446                          STATION RECOVERY (1994)
 LY1446
 LY1446'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLM)
 LY1446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1325 ***********************************************************************
 LZ1325  DESIGNATION -  E 235 X
 LZ1325  PID         -  LZ1325
 LZ1325  STATE/COUNTY-  PA/CENTRE
 LZ1325  USGS QUAD   -  SNOW SHOE (1996)
 LZ1325
 LZ1325                         *CURRENT SURVEY CONTROL
 LZ1325  ___________________________________________________________________
 LZ1325* NAD 83(1986)-  41 00 11.     (N)    077 59 11.     (W)     SCALED    
 LZ1325* NAVD 88     -       451.804  (meters)    1482.29   (feet)  ADJUSTED  
 LZ1325  ___________________________________________________________________
 LZ1325  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 LZ1325  DYNAMIC HT  -         451.576 (meters)    1481.55  (feet)  COMP
 LZ1325  MODELED GRAV-     980,106.9   (mgal)                       NAVD 88
 LZ1325
 LZ1325  VERT ORDER  -  SECOND    CLASS 0
 LZ1325
 LZ1325.The horizontal coordinates were scaled from a topographic map and have
 LZ1325.an estimated accuracy of +/- 6 seconds.
 LZ1325
 LZ1325.The orthometric height was determined by differential leveling
 LZ1325.and adjusted by the National Geodetic Survey in June 1991..
 LZ1325
 LZ1325.The geoid height was determined by GEOID03.
 LZ1325
 LZ1325.The dynamic height is computed by dividing the NAVD 88
 LZ1325.geopotential number by the normal gravity value computed on the
 LZ1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1325.degrees latitude (g = 980.6199 gals.).
 LZ1325
 LZ1325.The modeled gravity was interpolated from observed gravity values.
 LZ1325
 LZ1325;                    North         East    Units  Estimated Accuracy
 LZ1325;SPC PA N     -    92,910.      580,110.      MT  (+/- 180 meters Scaled)
 LZ1325
 LZ1325                          SUPERSEDED SURVEY CONTROL
 LZ1325
 LZ1325  NGVD 29 (??/??/92)  451.959  (m)         1482.80   (f) ADJ UNCH    2 0
 LZ1325
 LZ1325.Superseded values are not recommended for survey control.
 LZ1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1325.See file dsdata.txt to determine how the superseded data were derived.
 LZ1325
 LZ1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL488433(NAD 83)
 LZ1325_MARKER: DB = BENCH MARK DISK
 LZ1325_SETTING: 66 = SET IN ROCK OUTCROP
 LZ1325_SP_SET: BEDROCK
 LZ1325_STAMPING: E 235 X 1959
 LZ1325_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ1325+STABILITY: POSITION/ELEVATION WELL
 LZ1325
 LZ1325  HISTORY     - Date     Condition        Report By
 LZ1325  HISTORY     - 1959     MONUMENTED       CGS
 LZ1325
 LZ1325                          STATION DESCRIPTION
 LZ1325
 LZ1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LZ1325'5.4 MI W FROM SNOW SHOE.
 LZ1325'2.3 MILE NORTH WEST ALONG STATE HY. 53 FROM THE METHODIST CHURCH
 LZ1325'IN SNOW SHOE THENCE 3.1 MILE SOUTH WEST ALONG NYC RAILROAD, SET
 LZ1325'IN TOP OF A 4 FOOT BY 3 FOOT BED ROCK, PROJECTING ABOUT 1 FOOT
 LZ1325'ABOVE THE GROUND, 75 FEET SOUTH OF A TELEPHONE POLE, 45 FEET
 LZ1325'SOUTH OF THE CENTERLINE OF NYC TRACKS, 4 FEET SOUTH OF AN
 LZ1325'EAST-WEST FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0641 ***********************************************************************
 LY0641  DESIGNATION -  E 236
 LY0641  PID         -  LY0641
 LY0641  STATE/COUNTY-  PA/PIKE
 LY0641  USGS QUAD   -  MILFORD (1995)
 LY0641
 LY0641                         *CURRENT SURVEY CONTROL
 LY0641  ___________________________________________________________________
 LY0641* NAD 83(1986)-  41 19 27.     (N)    074 52 08.     (W)     SCALED    
 LY0641* NAVD 88     -       402.011  (meters)    1318.93   (feet)  ADJUSTED  
 LY0641  ___________________________________________________________________
 LY0641  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LY0641  DYNAMIC HT  -         401.835 (meters)    1318.35  (feet)  COMP
 LY0641  MODELED GRAV-     980,173.8   (mgal)                       NAVD 88
 LY0641
 LY0641  VERT ORDER  -  SECOND    CLASS 0
 LY0641
 LY0641.The horizontal coordinates were scaled from a topographic map and have
 LY0641.an estimated accuracy of +/- 6 seconds.
 LY0641
 LY0641.The orthometric height was determined by differential leveling
 LY0641.and adjusted by the National Geodetic Survey in June 1991..
 LY0641
 LY0641.The geoid height was determined by GEOID03.
 LY0641
 LY0641.The dynamic height is computed by dividing the NAVD 88
 LY0641.geopotential number by the normal gravity value computed on the
 LY0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0641.degrees latitude (g = 980.6199 gals.).
 LY0641
 LY0641.The modeled gravity was interpolated from observed gravity values.
 LY0641
 LY0641;                    North         East    Units  Estimated Accuracy
 LY0641;SPC PA N     -   132,560.      841,160.      MT  (+/- 180 meters Scaled)
 LY0641
 LY0641                          SUPERSEDED SURVEY CONTROL
 LY0641
 LY0641  NGVD 29 (??/??/92)  402.188  (m)         1319.51   (f) ADJ UNCH    2 0
 LY0641
 LY0641.Superseded values are not recommended for survey control.
 LY0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0641.See file dsdata.txt to determine how the superseded data were derived.
 LY0641
 LY0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL109747(NAD 83)
 LY0641_MARKER: DB = BENCH MARK DISK
 LY0641_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0641_SP_SET: CULVERT
 LY0641_STAMPING: E 236 1959
 LY0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0641
 LY0641  HISTORY     - Date     Condition        Report By
 LY0641  HISTORY     - 1959     MONUMENTED       CGS
 LY0641
 LY0641                          STATION DESCRIPTION
 LY0641
 LY0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY0641'8.1 MI NW FROM MILFORD.
 LY0641'0.20 MILE SOUTH WEST ALONG U.S. 6 (HIGH ST.) FROM THE COURT HOUSE
 LY0641'IN MILFORD THENCE 4.85 MILE NORTH WEST ALONG U.S. 6 (HARTFORD ST.)
 LY0641'THENCE 0.10 MILE SOUTH WEST ON A BLACKTOP ROAD THENCE 2.40 MILE
 LY0641'SOUTH ON BLACKTOP ROAD THENCE 0.55 MILE NORTH WEST ON A GRAVEL
 LY0641'ROAD, SET IN TOP CENTER OF AN 8 FOOT BY 6 FOOT BY 3 FOOT BOULDER,
 LY0641'3 FEET NORTH OF THE SOUTH EDGE, 66 FEET SOUTH-SOUTH EAST OF THE
 LY0641'SOUTH END OF A PIPE CULVERT UNDER ROAD, 78 FEET SOUTH-SOUTH EAST
 LY0641'OF A JUNCTION OF THE GRAVEL ROAD AND A TIMBER ROAD NORTH, ALSO
 LY0641'0.30 MILE WEST OF THE HOME OF E.L STRATTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1153 ***********************************************************************
 LY1153  DESIGNATION -  E 237
 LY1153  PID         -  LY1153
 LY1153  STATE/COUNTY-  PA/PIKE
 LY1153  USGS QUAD   -  PECKS POND (1992)
 LY1153
 LY1153                         *CURRENT SURVEY CONTROL
 LY1153  ___________________________________________________________________
 LY1153* NAD 83(1986)-  41 20 55.     (N)    075 06 48.     (W)     SCALED    
 LY1153* NAVD 88     -       436.729  (meters)    1432.84   (feet)  ADJUSTED  
 LY1153  ___________________________________________________________________
 LY1153  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 LY1153  DYNAMIC HT  -         436.526 (meters)    1432.17  (feet)  COMP
 LY1153  MODELED GRAV-     980,146.3   (mgal)                       NAVD 88
 LY1153
 LY1153  VERT ORDER  -  SECOND    CLASS 0
 LY1153
 LY1153.The horizontal coordinates were scaled from a topographic map and have
 LY1153.an estimated accuracy of +/- 6 seconds.
 LY1153
 LY1153.The orthometric height was determined by differential leveling
 LY1153.and adjusted by the National Geodetic Survey in June 1991..
 LY1153
 LY1153.The geoid height was determined by GEOID03.
 LY1153
 LY1153.The dynamic height is computed by dividing the NAVD 88
 LY1153.geopotential number by the normal gravity value computed on the
 LY1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1153.degrees latitude (g = 980.6199 gals.).
 LY1153
 LY1153.The modeled gravity was interpolated from observed gravity values.
 LY1153
 LY1153;                    North         East    Units  Estimated Accuracy
 LY1153;SPC PA N     -   134,620.      820,620.      MT  (+/- 180 meters Scaled)
 LY1153
 LY1153                          SUPERSEDED SURVEY CONTROL
 LY1153
 LY1153  NGVD 29 (??/??/92)  436.905  (m)         1433.41   (f) ADJ UNCH    2 0
 LY1153
 LY1153.Superseded values are not recommended for survey control.
 LY1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1153.See file dsdata.txt to determine how the superseded data were derived.
 LY1153
 LY1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL905774(NAD 83)
 LY1153_MARKER: DB = BENCH MARK DISK
 LY1153_SETTING: 80 = SET IN A BOULDER
 LY1153_SP_SET: BOULDER
 LY1153_STAMPING: E 237 1959
 LY1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1153+STABILITY: SURFACE MOTION
 LY1153
 LY1153  HISTORY     - Date     Condition        Report By
 LY1153  HISTORY     - 1959     MONUMENTED       CGS
 LY1153  HISTORY     - 1964     MARK NOT FOUND   USE
 LY1153
 LY1153                          STATION DESCRIPTION
 LY1153
 LY1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1153'11.6 MI SE FROM HAWLEY.
 LY1153'8.5 MILE SOUTHEAST OF HAWLEY TO THE GOOD SHEPHERD CHURCH, THENCE
 LY1153'1.2 MILE EAST ALONG A BLACKTOP ROAD TO EAST MOST OF TWO GRAVEL
 LY1153'ROADS SOUTH AT THE BLOOMING GROVE HUNTING AND FISHING CLUB
 LY1153'ENTRANCE, THENCE 1.1 MILE SOUTH ON THE GRAVEL ROAD TO A CLEARING
 LY1153'ON THE EAST SIDE OF THE ROAD WHERE IT APPEARS THAT AN OLD HOUSE
 LY1153'STOOD.  FROM THIS POINT TURN EAST ALONG THE OLD ROAD WHICH HAS
 LY1153'GROWN OVER ON THE SOUTH SIDE OF THE CLEARING AND FOLLOW THE
 LY1153'OLD ROAD EASTERLY, PASSING A OLD ROAD NORTH AND FOLLOWING A GAME
 LY1153'FENCE, FOR 0.75 MILE TO A SMALL GLENN AND THE BM IN A GROUPE OF
 LY1153'BOULDERS TO THE NORTH OF THE ROAD WHICH IS NOW A TRAIL.  SET IN
 LY1153'TOP CENTER OF THE LARGEST BOULDER OF THE GROUPE AND ABOUT 43
 LY1153'FEET NORTH OF THE TRAIL AND ABOUT THE SAME DISTANCE FROM A 7
 LY1153'FOOT FENCE ALONG THE NORTH SIDE OF THE TRAIL.
 LY1153
 LY1153                          STATION RECOVERY (1964)
 LY1153
 LY1153'RECOVERY NOTE BY US ENGINEERS 1964
 LY1153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0530 ***********************************************************************
 MA0530  DESIGNATION -  E 238
 MA0530  PID         -  MA0530
 MA0530  STATE/COUNTY-  PA/CLEARFIELD
 MA0530  USGS QUAD   -  LUTHERSBURG (1986)
 MA0530
 MA0530                         *CURRENT SURVEY CONTROL
 MA0530  ___________________________________________________________________
 MA0530* NAD 83(1986)-  41 06 39.     (N)    078 39 17.     (W)     SCALED    
 MA0530* NAVD 88     -       520.119  (meters)    1706.42   (feet)  ADJUSTED  
 MA0530  ___________________________________________________________________
 MA0530  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 MA0530  DYNAMIC HT  -         519.866 (meters)    1705.59  (feet)  COMP
 MA0530  MODELED GRAV-     980,120.7   (mgal)                       NAVD 88
 MA0530
 MA0530  VERT ORDER  -  SECOND    CLASS 0
 MA0530
 MA0530.The horizontal coordinates were scaled from a topographic map and have
 MA0530.an estimated accuracy of +/- 6 seconds.
 MA0530
 MA0530.The orthometric height was determined by differential leveling
 MA0530.and adjusted by the National Geodetic Survey in June 1991..
 MA0530
 MA0530.The geoid height was determined by GEOID03.
 MA0530
 MA0530.The dynamic height is computed by dividing the NAVD 88
 MA0530.geopotential number by the normal gravity value computed on the
 MA0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0530.degrees latitude (g = 980.6199 gals.).
 MA0530
 MA0530.The modeled gravity was interpolated from observed gravity values.
 MA0530
 MA0530;                    North         East    Units  Estimated Accuracy
 MA0530;SPC PA N     -   105,250.      524,010.      MT  (+/- 180 meters Scaled)
 MA0530
 MA0530                          SUPERSEDED SURVEY CONTROL
 MA0530
 MA0530  NGVD 29 (??/??/92)  520.247  (m)         1706.84   (f) ADJ UNCH    2 0
 MA0530
 MA0530.Superseded values are not recommended for survey control.
 MA0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0530.See file dsdata.txt to determine how the superseded data were derived.
 MA0530
 MA0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF969537(NAD 83)
 MA0530_MARKER: DB = BENCH MARK DISK
 MA0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0530_STAMPING: E 238 1959
 MA0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0530+STABILITY: SURFACE MOTION
 MA0530
 MA0530  HISTORY     - Date     Condition        Report By
 MA0530  HISTORY     - 1959     MONUMENTED       CGS
 MA0530
 MA0530                          STATION DESCRIPTION
 MA0530
 MA0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA0530'6.6 MI SE FROM DU BOIS.
 MA0530'2.7 MILE SOUTH EAST ALONG STATE HY. 410 FROM THE POST OFFICE
 MA0530'IN DU BOIS TO A BLACKTOP ROAD JUNCTION THENCE 1.1 MILE EASTERLY
 MA0530'ON BLACKTOP ROAD TO Y BLACKTOP ROAD JUNCTION THENCE 1.4 MILE
 MA0530'SOUTH EAST ON BLACKTOP ROAD TO A Y JUNCTION WITH GRAVEL ROAD
 MA0530'THENCE 1.35 MILE EAST ON BLACKTOP ROAD TO GRAVEL ROAD CROSSING,
 MA0530'74 FEET EAST OF THE JUNCTION CENTERLINE, 3 FEET WEST OF POWER
 MA0530'LINE POLE 36, 27 FEET NORTH OF CENTERLINE OF ROAD 17030, 57
 MA0530'FEET EAST OF CENTERLINE OF ROAD 4708, 23 FEET EAST OF POWER
 MA0530'POLE, 1 1/2 FEET BELOW THE LEVEL OF ROAD 17030.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0266 ***********************************************************************
 MA0266  DESIGNATION -  E 239
 MA0266  PID         -  MA0266
 MA0266  STATE/COUNTY-  PA/CLEARFIELD
 MA0266  USGS QUAD   -  CLEARFIELD (1981)
 MA0266
 MA0266                         *CURRENT SURVEY CONTROL
 MA0266  ___________________________________________________________________
 MA0266* NAD 83(1986)-  41 02 34.     (N)    078 24 57.     (W)     SCALED    
 MA0266* NAVD 88     -       396.720  (meters)    1301.57   (feet)  ADJUSTED  
 MA0266  ___________________________________________________________________
 MA0266  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 MA0266  DYNAMIC HT  -         396.531 (meters)    1300.95  (feet)  COMP
 MA0266  MODELED GRAV-     980,137.1   (mgal)                       NAVD 88
 MA0266
 MA0266  VERT ORDER  -  SECOND    CLASS 0
 MA0266
 MA0266.The horizontal coordinates were scaled from a topographic map and have
 MA0266.an estimated accuracy of +/- 6 seconds.
 MA0266
 MA0266.The orthometric height was determined by differential leveling
 MA0266.and adjusted by the National Geodetic Survey in June 1991..
 MA0266
 MA0266.The geoid height was determined by GEOID03.
 MA0266
 MA0266.The dynamic height is computed by dividing the NAVD 88
 MA0266.geopotential number by the normal gravity value computed on the
 MA0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0266.degrees latitude (g = 980.6199 gals.).
 MA0266
 MA0266.The modeled gravity was interpolated from observed gravity values.
 MA0266
 MA0266;                    North         East    Units  Estimated Accuracy
 MA0266;SPC PA N     -    97,510.      544,020.      MT  (+/- 180 meters Scaled)
 MA0266
 MA0266                          SUPERSEDED SURVEY CONTROL
 MA0266
 MA0266  NGVD 29 (??/??/92)  396.874  (m)         1302.08   (f) ADJ UNCH    2 0
 MA0266
 MA0266.Superseded values are not recommended for survey control.
 MA0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0266.See file dsdata.txt to determine how the superseded data were derived.
 MA0266
 MA0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF172467(NAD 83)
 MA0266_MARKER: DB = BENCH MARK DISK
 MA0266_SETTING: 80 = SET IN A BOULDER
 MA0266_SP_SET: BOULDER
 MA0266_STAMPING: E 239 1959
 MA0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0266+STABILITY: SURFACE MOTION
 MA0266
 MA0266  HISTORY     - Date     Condition        Report By
 MA0266  HISTORY     - 1959     MONUMENTED       CGS
 MA0266
 MA0266                          STATION DESCRIPTION
 MA0266
 MA0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA0266'3.4 MI NE FROM CLEARFIELD.
 MA0266'2.4 MILE NORTHEAST ON STATE HIGHWAY 879 FROM THE POST OFFICE AT
 MA0266'CLEARFIELD, THENCE 1.0 MILE NORTH ON A GRAVEL ROAD, SET IN TOP
 MA0266'OF A LARGE BOULDER IN THE CREEK BED WHICH RUNS ALONG THE ROAD,
 MA0266'116 FEET WEST AND ACROSS THE ROAD FROM A POWER POLE, 216 FEET
 MA0266'NORTHEAST OF A 1 1/2 FOOT CULVERT UNDER THE ROAD, ABOUT 100 YARDS
 MA0266'NORTH OF TWO PINES WHICH ARE BETWEEN THE ROAD AND THE CREEK, 27
 MA0266'FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD AND ABOUT 3 FEET
 MA0266'BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0715 ***********************************************************************
 KX0715  DESIGNATION -  E 24
 KX0715  PID         -  KX0715
 KX0715  STATE/COUNTY-  PA/CAMBRIA
 KX0715  USGS QUAD   -  CARROLLTOWN (1972)
 KX0715
 KX0715                         *CURRENT SURVEY CONTROL
 KX0715  ___________________________________________________________________
 KX0715* NAD 83(1986)-  40 30 31.     (N)    078 39 14.     (W)     SCALED    
 KX0715* NAVD 88     -       611.104  (meters)    2004.93   (feet)  ADJUSTED  
 KX0715  ___________________________________________________________________
 KX0715  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KX0715  DYNAMIC HT  -         610.761 (meters)    2003.81  (feet)  COMP
 KX0715  MODELED GRAV-     980,043.9   (mgal)                       NAVD 88
 KX0715
 KX0715  VERT ORDER  -  SECOND    CLASS 0
 KX0715
 KX0715.The horizontal coordinates were scaled from a topographic map and have
 KX0715.an estimated accuracy of +/- 6 seconds.
 KX0715
 KX0715.The orthometric height was determined by differential leveling
 KX0715.and adjusted by the National Geodetic Survey in June 1991..
 KX0715
 KX0715.The geoid height was determined by GEOID03.
 KX0715
 KX0715.The dynamic height is computed by dividing the NAVD 88
 KX0715.geopotential number by the normal gravity value computed on the
 KX0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0715.degrees latitude (g = 980.6199 gals.).
 KX0715
 KX0715.The modeled gravity was interpolated from observed gravity values.
 KX0715
 KX0715;                    North         East    Units  Estimated Accuracy
 KX0715;SPC PA S     -   130,890.      523,390.      MT  (+/- 180 meters Scaled)
 KX0715
 KX0715                          SUPERSEDED SURVEY CONTROL
 KX0715
 KX0715  NGVD 29 (??/??/92)  611.201  (m)         2005.25   (f) ADJ UNCH    2 0
 KX0715
 KX0715.Superseded values are not recommended for survey control.
 KX0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0715.See file dsdata.txt to determine how the superseded data were derived.
 KX0715
 KX0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE987868(NAD 83)
 KX0715_MARKER: DB = BENCH MARK DISK
 KX0715_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0715_SP_SET: BRIDGE
 KX0715_STAMPING: E 24 1934
 KX0715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0715
 KX0715  HISTORY     - Date     Condition        Report By
 KX0715  HISTORY     - 1934     MONUMENTED       CGS
 KX0715
 KX0715                          STATION DESCRIPTION
 KX0715
 KX0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KX0715'7.2 MI N FROM CRESSON.
 KX0715'7.2 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM CRESSON,
 KX0715'CAMBRIA COUNTY, 300 FEET NORTH OF THE STATION AT LORETTO ROAD,
 KX0715'1,240 FEET NORTH OF MILEPOST 7, AT BRIDGE 6.97, IN THE TOP OF
 KX0715'THE SOUTH SIDE OF THE WEST ABUTMENT, 12 FEET WEST OF THE WEST
 KX0715'RAIL, AND ABOUT 3 FEET HIGHER THAN THE TOP OF THE RAIL.  A
 KX0715'STANDARD DISK, STAMPED E 24 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0217 ***********************************************************************
 KX0217  DESIGNATION -  E 240
 KX0217  PID         -  KX0217
 KX0217  STATE/COUNTY-  PA/CENTRE
 KX0217  USGS QUAD   -  BLACK MOSHANNON (1994)
 KX0217
 KX0217                         *CURRENT SURVEY CONTROL
 KX0217  ___________________________________________________________________
 KX0217* NAD 83(1986)-  40 59 42.     (N)    078 02 18.     (W)     SCALED    
 KX0217* NAVD 88     -       479.040  (meters)    1571.65   (feet)  ADJUSTED  
 KX0217  ___________________________________________________________________
 KX0217  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KX0217  DYNAMIC HT  -         478.803 (meters)    1570.87  (feet)  COMP
 KX0217  MODELED GRAV-     980,113.8   (mgal)                       NAVD 88
 KX0217
 KX0217  VERT ORDER  -  SECOND    CLASS 0
 KX0217
 KX0217.The horizontal coordinates were scaled from a topographic map and have
 KX0217.an estimated accuracy of +/- 6 seconds.
 KX0217
 KX0217.The orthometric height was determined by differential leveling
 KX0217.and adjusted by the National Geodetic Survey in June 1991..
 KX0217
 KX0217.The geoid height was determined by GEOID03.
 KX0217
 KX0217.The dynamic height is computed by dividing the NAVD 88
 KX0217.geopotential number by the normal gravity value computed on the
 KX0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0217.degrees latitude (g = 980.6199 gals.).
 KX0217
 KX0217.The modeled gravity was interpolated from observed gravity values.
 KX0217
 KX0217;                    North         East    Units  Estimated Accuracy
 KX0217;SPC PA N     -    92,030.      575,740.      MT  (+/- 180 meters Scaled)
 KX0217
 KX0217                          SUPERSEDED SURVEY CONTROL
 KX0217
 KX0217  NGVD 29 (??/??/92)  479.198  (m)         1572.17   (f) ADJ UNCH    2 0
 KX0217
 KX0217.Superseded values are not recommended for survey control.
 KX0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0217.See file dsdata.txt to determine how the superseded data were derived.
 KX0217
 KX0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF491424(NAD 83)
 KX0217_MARKER: DB = BENCH MARK DISK
 KX0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0217_STAMPING: E 240 1959
 KX0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0217+STABILITY: SURFACE MOTION
 KX0217
 KX0217  HISTORY     - Date     Condition        Report By
 KX0217  HISTORY     - 1959     MONUMENTED       CGS
 KX0217
 KX0217                          STATION DESCRIPTION
 KX0217
 KX0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KX0217'3.5 MI SW FROM MOSHANNON.
 KX0217'3-1/2 MILE SOUTH WEST ALONG DIRT ROAD FROM JUNCTION (ROAD)
 KX0217'IN MOSHANNON TO RAILROAD CROSSING AND BM, POST SET AT THE
 KX0217'JUNCTION OF THE ROAD AND RAILROAD, PROJECTING ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0209 ***********************************************************************
 KX0209  DESIGNATION -  E 241
 KX0209  PID         -  KX0209
 KX0209  STATE/COUNTY-  PA/CENTRE
 KX0209  USGS QUAD   -  BLACK MOSHANNON (1994)
 KX0209
 KX0209                         *CURRENT SURVEY CONTROL
 KX0209  ___________________________________________________________________
 KX0209* NAD 83(1986)-  40 58 44.     (N)    078 05 12.     (W)     SCALED    
 KX0209* NAVD 88     -       427.432  (meters)    1402.33   (feet)  ADJUSTED  
 KX0209  ___________________________________________________________________
 KX0209  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KX0209  DYNAMIC HT  -         427.215 (meters)    1401.62  (feet)  COMP
 KX0209  MODELED GRAV-     980,103.7   (mgal)                       NAVD 88
 KX0209
 KX0209  VERT ORDER  -  SECOND    CLASS 0
 KX0209
 KX0209.The horizontal coordinates were scaled from a topographic map and have
 KX0209.an estimated accuracy of +/- 6 seconds.
 KX0209
 KX0209.The orthometric height was determined by differential leveling
 KX0209.and adjusted by the National Geodetic Survey in June 1991..
 KX0209
 KX0209.The geoid height was determined by GEOID03.
 KX0209
 KX0209.The dynamic height is computed by dividing the NAVD 88
 KX0209.geopotential number by the normal gravity value computed on the
 KX0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0209.degrees latitude (g = 980.6199 gals.).
 KX0209
 KX0209.The modeled gravity was interpolated from observed gravity values.
 KX0209
 KX0209;                    North         East    Units  Estimated Accuracy
 KX0209;SPC PA N     -    90,260.      571,670.      MT  (+/- 180 meters Scaled)
 KX0209
 KX0209                          SUPERSEDED SURVEY CONTROL
 KX0209
 KX0209  NGVD 29 (??/??/92)  427.584  (m)         1402.83   (f) ADJ UNCH    2 0
 KX0209
 KX0209.Superseded values are not recommended for survey control.
 KX0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0209.See file dsdata.txt to determine how the superseded data were derived.
 KX0209
 KX0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF451405(NAD 83)
 KX0209_MARKER: DB = BENCH MARK DISK
 KX0209_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 KX0209_SP_SET: UNSPECIFIED ROCK
 KX0209_STAMPING: E 241 1959
 KX0209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0209
 KX0209  HISTORY     - Date     Condition        Report By
 KX0209  HISTORY     - 1959     MONUMENTED       CGS
 KX0209
 KX0209                          STATION DESCRIPTION
 KX0209
 KX0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KX0209'3.6 MI SE FROM LANSE.
 KX0209'0.5 MILE SOUTH ALONG COUNTY ROAD 17065 FROM THE POST OFFICE
 KX0209'AT LANSE THENCE 2.1 MILE SOUTH EAST ON DIRT ROAD TO BROWNS
 KX0209'RUN CAMP THENCE 0.25 MILE SOUTH EAST AND THENCE 0.8 MILE NORTH
 KX0209'EAST NYC RAILROAD, SET IN A ROCK ALONG THE RAILROAD AT THE
 KX0209'MILE POST., SET VERTICAL IN THE FACE OF ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0977 ***********************************************************************
 LZ0977  DESIGNATION -  E 242
 LZ0977  PID         -  LZ0977
 LZ0977  STATE/COUNTY-  PA/CLINTON
 LZ0977  USGS QUAD   -  CARROLL (1973)
 LZ0977
 LZ0977                         *CURRENT SURVEY CONTROL
 LZ0977  ___________________________________________________________________
 LZ0977* NAD 83(1986)-  41 03 03.     (N)    077 11 42.     (W)     SCALED    
 LZ0977* NAVD 88     -       430.447  (meters)    1412.22   (feet)  ADJUSTED  
 LZ0977  ___________________________________________________________________
 LZ0977  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 LZ0977  DYNAMIC HT  -         430.238 (meters)    1411.54  (feet)  COMP
 LZ0977  MODELED GRAV-     980,124.3   (mgal)                       NAVD 88
 LZ0977
 LZ0977  VERT ORDER  -  SECOND    CLASS 0
 LZ0977
 LZ0977.The horizontal coordinates were scaled from a topographic map and have
 LZ0977.an estimated accuracy of +/- 6 seconds.
 LZ0977
 LZ0977.The orthometric height was determined by differential leveling
 LZ0977.and adjusted by the National Geodetic Survey in June 1991..
 LZ0977
 LZ0977.The geoid height was determined by GEOID03.
 LZ0977
 LZ0977.The dynamic height is computed by dividing the NAVD 88
 LZ0977.geopotential number by the normal gravity value computed on the
 LZ0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0977.degrees latitude (g = 980.6199 gals.).
 LZ0977
 LZ0977.The modeled gravity was interpolated from observed gravity values.
 LZ0977
 LZ0977;                    North         East    Units  Estimated Accuracy
 LZ0977;SPC PA N     -    98,340.      646,660.      MT  (+/- 180 meters Scaled)
 LZ0977
 LZ0977                          SUPERSEDED SURVEY CONTROL
 LZ0977
 LZ0977  NGVD 29 (??/??/92)  430.637  (m)         1412.85   (f) ADJ UNCH    2 0
 LZ0977
 LZ0977.Superseded values are not recommended for survey control.
 LZ0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0977.See file dsdata.txt to determine how the superseded data were derived.
 LZ0977
 LZ0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL155467(NAD 83)
 LZ0977_MARKER: DB = BENCH MARK DISK
 LZ0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0977_STAMPING: E 242 1959
 LZ0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0977+STABILITY: SURFACE MOTION
 LZ0977
 LZ0977  HISTORY     - Date     Condition        Report By
 LZ0977  HISTORY     - 1959     MONUMENTED       CGS
 LZ0977  HISTORY     - 1960     GOOD             NGS
 LZ0977
 LZ0977                          STATION DESCRIPTION
 LZ0977
 LZ0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LZ0977'6.8 MI E FROM LOGANTON.
 LZ0977'ABOUT 6.0 MILES EAST ALONG STATE HIGHWAY 880 FROM THE ALBRIGHT
 LZ0977'EVANGELICAL LUTHERAN CHURCH AT LOGANTON, THENCE 0.8 MILE EAST
 LZ0977'ALONG COUNTY ROAD 18018, 1.1 MILES WEST OF BENCH MARK D 242, 50
 LZ0977'FEET SOUTHEAST OF AND ACROSS THE ROAD FROM AN EAST-AND-WEST
 LZ0977'FENCE LINE, 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3 FEET
 LZ0977'EAST OF A POLE, AND BENCH-MARK DISK, STAMPED E 242 1959 AND SET
 LZ0977'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 LZ0977'GROUND.  NOTE-- THIS BENCH MARK CAN ALSO BE REACHED BY GOING
 LZ0977'0.85 MILE EAST ALONG COUNTY ROAD 629 FROM THE JUNCTION OF THE
 LZ0977'ROAD AND STATE HIGHWAY 880 AT CARROLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2420 ***********************************************************************
 KW2420  DESIGNATION -  E 243
 KW2420  PID         -  KW2420
 KW2420  STATE/COUNTY-  PA/CENTRE
 KW2420  USGS QUAD   -  MADISONBURG (1983)
 KW2420
 KW2420                         *CURRENT SURVEY CONTROL
 KW2420  ___________________________________________________________________
 KW2420* NAD 83(1986)-  40 58 53.     (N)    077 35 10.     (W)     SCALED    
 KW2420* NAVD 88     -       271.266  (meters)     889.98   (feet)  ADJUSTED  
 KW2420  ___________________________________________________________________
 KW2420  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KW2420  DYNAMIC HT  -         271.137 (meters)     889.56  (feet)  COMP
 KW2420  MODELED GRAV-     980,141.3   (mgal)                       NAVD 88
 KW2420
 KW2420  VERT ORDER  -  SECOND    CLASS 0
 KW2420
 KW2420.The horizontal coordinates were scaled from a topographic map and have
 KW2420.an estimated accuracy of +/- 6 seconds.
 KW2420
 KW2420.The orthometric height was determined by differential leveling
 KW2420.and adjusted by the National Geodetic Survey in June 1991..
 KW2420
 KW2420.The geoid height was determined by GEOID03.
 KW2420
 KW2420.The dynamic height is computed by dividing the NAVD 88
 KW2420.geopotential number by the normal gravity value computed on the
 KW2420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2420.degrees latitude (g = 980.6199 gals.).
 KW2420
 KW2420.The modeled gravity was interpolated from observed gravity values.
 KW2420
 KW2420;                    North         East    Units  Estimated Accuracy
 KW2420;SPC PA N     -    90,490.      613,790.      MT  (+/- 180 meters Scaled)
 KW2420
 KW2420                          SUPERSEDED SURVEY CONTROL
 KW2420
 KW2420  NGVD 29 (??/??/??)  271.466  (m)          890.63   (f) ADJUSTED    2 0
 KW2420
 KW2420.Superseded values are not recommended for survey control.
 KW2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2420.See file dsdata.txt to determine how the superseded data were derived.
 KW2420
 KW2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL824399(NAD 83)
 KW2420_MARKER: DB = BENCH MARK DISK
 KW2420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2420_SP_SET: CULVERT
 KW2420_STAMPING: E 243 1960
 KW2420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2420
 KW2420  HISTORY     - Date     Condition        Report By
 KW2420  HISTORY     - 1960     MONUMENTED       CGS
 KW2420
 KW2420                          STATION DESCRIPTION
 KW2420
 KW2420'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2420'3.7 MI SW FROM LAMAR.
 KW2420'3.7 MILES SOUTHWEST ALONG STATE HIGHWAY 64 FROM THE LAMAR
 KW2420'METHODIST CHURCH AT LAMAR, 0.8 MILE WEST OF BENCH MARK D 243
 KW2420'(PDH), AT SNYDERTOWN, 125 FEET NORTHWEST OF A 14-INCH BLACK
 KW2420'WALNUT TREE WITH A TRIANGULAR BLAZE, 58 FEET SOUTHWEST OF A
 KW2420'GRAVEL ROAD LEADING NORTH-AND-SOUTH, AT A CONCRETE CULVERT OVER
 KW2420'A SMALL STREAM, 26 FEET NORTHWEST OF THE CENTERLINE OF THE
 KW2420'HIGHWAY, IN THE TOP OF THE NORTHEAST END OF THE CULVERT, AND
 KW2420'3 FEET BELOW THE LEVEL OF THE HIGHWAY.  A COAST AND GEODETIC
 KW2420'SURVEY BENCH-MARK DISK, STAMPED E 243 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1010 ***********************************************************************
 LZ1010  DESIGNATION -  E 244
 LZ1010  PID         -  LZ1010
 LZ1010  STATE/COUNTY-  PA/CLINTON
 LZ1010  USGS QUAD   -  CARROLL (1973)
 LZ1010
 LZ1010                         *CURRENT SURVEY CONTROL
 LZ1010  ___________________________________________________________________
 LZ1010* NAD 83(1986)-  41 05 13.     (N)    077 14 05.     (W)     SCALED    
 LZ1010* NAVD 88     -       400.926  (meters)    1315.37   (feet)  ADJUSTED  
 LZ1010  ___________________________________________________________________
 LZ1010  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LZ1010  DYNAMIC HT  -         400.737 (meters)    1314.75  (feet)  COMP
 LZ1010  MODELED GRAV-     980,139.5   (mgal)                       NAVD 88
 LZ1010
 LZ1010  VERT ORDER  -  SECOND    CLASS 0
 LZ1010
 LZ1010.The horizontal coordinates were scaled from a topographic map and have
 LZ1010.an estimated accuracy of +/- 6 seconds.
 LZ1010
 LZ1010.The orthometric height was determined by differential leveling
 LZ1010.and adjusted by the National Geodetic Survey in June 1991..
 LZ1010
 LZ1010.The geoid height was determined by GEOID03.
 LZ1010
 LZ1010.The dynamic height is computed by dividing the NAVD 88
 LZ1010.geopotential number by the normal gravity value computed on the
 LZ1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1010.degrees latitude (g = 980.6199 gals.).
 LZ1010
 LZ1010.The modeled gravity was interpolated from observed gravity values.
 LZ1010
 LZ1010;                    North         East    Units  Estimated Accuracy
 LZ1010;SPC PA N     -   102,330.      643,300.      MT  (+/- 180 meters Scaled)
 LZ1010
 LZ1010                          SUPERSEDED SURVEY CONTROL
 LZ1010
 LZ1010  NGVD 29 (??/??/92)  401.121  (m)         1316.01   (f) ADJ UNCH    2 0
 LZ1010
 LZ1010.Superseded values are not recommended for survey control.
 LZ1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1010.See file dsdata.txt to determine how the superseded data were derived.
 LZ1010
 LZ1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL122508(NAD 83)
 LZ1010_MARKER: DB = BENCH MARK DISK
 LZ1010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1010_SP_SET: BRIDGE
 LZ1010_STAMPING: E 244 1960
 LZ1010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1010
 LZ1010  HISTORY     - Date     Condition        Report By
 LZ1010  HISTORY     - 1960     MONUMENTED       CGS
 LZ1010
 LZ1010                          STATION DESCRIPTION
 LZ1010
 LZ1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LZ1010'8.6 MI SW FROM ANTES FORT.
 LZ1010'ABOUT 0.40 MILE SOUTH WEST ALONG BLACKTOP ROAD FROM THE DEPOT
 LZ1010'IN ANTES FORT THENCE 2.05 MILE SOUTHEAST ALONG STATE HIGHWAYS
 LZ1010'880 AND 44 THENCE 6.15 MILE SOUTH-SOUTHWEST ON STATE HIGHWAY
 LZ1010'44, 31 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD WEST, 12
 LZ1010'FEET SOUTH OF POWER POLE NO. J 2121, 210 FEET NORTH OF POWER
 LZ1010'POLE NO. J 2122, SET 1 FOOT SOUTH OF NORTH END OF WEST HEADWALL
 LZ1010'FOR A CONCRETE BRIDGE OVER THE HIGHWAY, IN THE NORTH WINGWALL,
 LZ1010'STANDARD BENCH MARK DISK DRILLED IN HORIZONTAL, ABOUT 1 FOOT BELOW
 LZ1010'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0432 ***********************************************************************
 MB0432  DESIGNATION -  E 245
 MB0432  PID         -  MB0432
 MB0432  STATE/COUNTY-  PA/MERCER
 MB0432  USGS QUAD   -  HADLEY (1977)
 MB0432
 MB0432                         *CURRENT SURVEY CONTROL
 MB0432  ___________________________________________________________________
 MB0432* NAD 83(1986)-  41 25 21.     (N)    080 09 07.     (W)     SCALED    
 MB0432* NAVD 88     -       361.897  (meters)    1187.32   (feet)  ADJUSTED  
 MB0432  ___________________________________________________________________
 MB0432  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MB0432  DYNAMIC HT  -         361.741 (meters)    1186.81  (feet)  COMP
 MB0432  MODELED GRAV-     980,181.3   (mgal)                       NAVD 88
 MB0432
 MB0432  VERT ORDER  -  SECOND    CLASS 0
 MB0432
 MB0432.The horizontal coordinates were scaled from a topographic map and have
 MB0432.an estimated accuracy of +/- 6 seconds.
 MB0432
 MB0432.The orthometric height was determined by differential leveling
 MB0432.and adjusted by the National Geodetic Survey in June 1991..
 MB0432
 MB0432.The geoid height was determined by GEOID03.
 MB0432
 MB0432.The dynamic height is computed by dividing the NAVD 88
 MB0432.geopotential number by the normal gravity value computed on the
 MB0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0432.degrees latitude (g = 980.6199 gals.).
 MB0432
 MB0432.The modeled gravity was interpolated from observed gravity values.
 MB0432
 MB0432;                    North         East    Units  Estimated Accuracy
 MB0432;SPC PA N     -   142,250.      399,240.      MT  (+/- 180 meters Scaled)
 MB0432
 MB0432                          SUPERSEDED SURVEY CONTROL
 MB0432
 MB0432  NGVD 29 (??/??/92)  362.057  (m)         1187.85   (f) ADJ UNCH    2 0
 MB0432
 MB0432.Superseded values are not recommended for survey control.
 MB0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0432.See file dsdata.txt to determine how the superseded data were derived.
 MB0432
 MB0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF708860(NAD 83)
 MB0432_MARKER: DB = BENCH MARK DISK
 MB0432_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0432_SP_SET: BRIDGE
 MB0432_STAMPING: E 245 1960
 MB0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB0432+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2005
 MB0432
 MB0432  HISTORY     - Date     Condition        Report By
 MB0432  HISTORY     - 1960     MONUMENTED       CGS
 MB0432  HISTORY     - 20050723 GOOD             GEOCAC
 MB0432
 MB0432                          STATION DESCRIPTION
 MB0432
 MB0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MB0432'17.6 MI S FROM MEADVILLE.
 MB0432'ABOUT 1.95 MILE WEST ALONG U.S. HYS 19 AND 322 FROM THE STATE
 MB0432'HIGHWAY BUILDING IN THE SOUTH WEST EDGE OF MEADVILLE TO JUNCTION
 MB0432'OF HYS 19 AND 322 THENCE 10.3 MILE SOUTH ALONG HY 19 TO THE
 MB0432'MERCER-CRAWFORD COUNTY LINE AND JUNCTION OF STATE HY. 285 THENCE
 MB0432'4.75 MILE SOUTH EAST ON 285 TO THE JUNCTION OF STATE HY. 285 AND
 MB0432'COUNTY ROAD 43069 THENCE SOUTH WEST ON 43069 (BT ROAD) FOR
 MB0432'0.65 MILE, 13 FEET SOUTH EAST OF THE CENTERLINE OF COUNTY ROAD
 MB0432'43069, 75 FEET SOUTH OF TELEPHONE NO. 7, 31 FEET WEST OF THE
 MB0432'CENTERLINE OF CONCRETE BRIDGE WITH STEEL RAILING (OVER SANDY
 MB0432'CREEK) SET IN THE SOUTH WEST ABUTMENT.  STANDARD BENCH MARK DISK
 MB0432'DRILLED IN HORIZONTAL.
 MB0432
 MB0432                          STATION RECOVERY (2005)
 MB0432
 MB0432'RECOVERY NOTE BY GEOCACHING 2005 (KAG)
 MB0432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1937 ***********************************************************************
 KW1937  DESIGNATION -  E 246
 KW1937  PID         -  KW1937
 KW1937  STATE/COUNTY-  PA/CUMBERLAND
 KW1937  USGS QUAD   -  MECHANICSBURG (1987)
 KW1937
 KW1937                         *CURRENT SURVEY CONTROL
 KW1937  ___________________________________________________________________
 KW1937* NAD 83(1986)-  40 14 01.     (N)    077 07 09.     (W)     SCALED    
 KW1937* NAVD 88     -       134.162  (meters)     440.16   (feet)  ADJUSTED  
 KW1937  ___________________________________________________________________
 KW1937  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KW1937  DYNAMIC HT  -         134.095 (meters)     439.94  (feet)  COMP
 KW1937  MODELED GRAV-     980,119.6   (mgal)                       NAVD 88
 KW1937
 KW1937  VERT ORDER  -  SECOND    CLASS 0
 KW1937
 KW1937.The horizontal coordinates were scaled from a topographic map and have
 KW1937.an estimated accuracy of +/- 6 seconds.
 KW1937
 KW1937.The orthometric height was determined by differential leveling
 KW1937.and adjusted by the National Geodetic Survey in June 1991..
 KW1937
 KW1937.The geoid height was determined by GEOID03.
 KW1937
 KW1937.The dynamic height is computed by dividing the NAVD 88
 KW1937.geopotential number by the normal gravity value computed on the
 KW1937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1937.degrees latitude (g = 980.6199 gals.).
 KW1937
 KW1937.The modeled gravity was interpolated from observed gravity values.
 KW1937
 KW1937;                    North         East    Units  Estimated Accuracy
 KW1937;SPC PA S     -   100,150.      653,680.      MT  (+/- 180 meters Scaled)
 KW1937
 KW1937                          SUPERSEDED SURVEY CONTROL
 KW1937
 KW1937  NGVD 29 (??/??/??)  134.381  (m)          440.88   (f) ADJUSTED    2 0
 KW1937
 KW1937.Superseded values are not recommended for survey control.
 KW1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1937.See file dsdata.txt to determine how the superseded data were derived.
 KW1937
 KW1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK197558(NAD 83)
 KW1937_MARKER: DB = BENCH MARK DISK
 KW1937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1937_STAMPING: E 246 1960
 KW1937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1937+STABILITY: SURFACE MOTION
 KW1937
 KW1937  HISTORY     - Date     Condition        Report By
 KW1937  HISTORY     - 1960     MONUMENTED       CGS
 KW1937  HISTORY     - 1979     MARK NOT FOUND   NGS
 KW1937  HISTORY     - 20041129 MARK NOT FOUND   PADT
 KW1937  HISTORY     - 20050521 MARK NOT FOUND   GEOCAC
 KW1937
 KW1937                          STATION DESCRIPTION
 KW1937
 KW1937'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1937'4.2 MI NE FROM CARLISLE.
 KW1937'ABOUT 4.2 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE JUNCTION
 KW1937'OF STATE HIGHWAY 34 AT CARLISLE, ABOUT 0.1 MILE WEST OF THE
 KW1937'PIKE DINER, 26.8 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 KW1937'28 FEET EAST OF THE CENTER LINE OF A DRIVEWAY AT FIELD ENTRANCE,
 KW1937'3 FEET WEST OF TELEPHONE POLE NO. 248, 3 FEET EAST OF A METAL
 KW1937'WITNESS POST, 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET
 KW1937'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 KW1937'GROUND.
 KW1937
 KW1937                          STATION RECOVERY (1979)
 KW1937
 KW1937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW1937'NOT RECOVERED.
 KW1937
 KW1937                          STATION RECOVERY (2004)
 KW1937
 KW1937'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (LJM)
 KW1937'MARK NOT FOUND.
 KW1937
 KW1937                          STATION RECOVERY (2005)
 KW1937
 KW1937'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW1937'ROAD HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1221 ***********************************************************************
 KW1221  DESIGNATION -  E 247
 KW1221  PID         -  KW1221
 KW1221  STATE/COUNTY-  PA/DAUPHIN
 KW1221  USGS QUAD   -  HARRISBURG WEST (1987)
 KW1221
 KW1221                         *CURRENT SURVEY CONTROL
 KW1221  ___________________________________________________________________
 KW1221* NAD 83(1986)-  40 18 16.     (N)    076 52 45.     (W)     SCALED    
 KW1221* NAVD 88     -       100.289  (meters)     329.03   (feet)  ADJUSTED  
 KW1221  ___________________________________________________________________
 KW1221  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 KW1221  DYNAMIC HT  -         100.239 (meters)     328.87  (feet)  COMP
 KW1221  MODELED GRAV-     980,127.1   (mgal)                       NAVD 88
 KW1221
 KW1221  VERT ORDER  -  SECOND    CLASS 0
 KW1221
 KW1221.The horizontal coordinates were scaled from a topographic map and have
 KW1221.an estimated accuracy of +/- 6 seconds.
 KW1221
 KW1221.The orthometric height was determined by differential leveling
 KW1221.and adjusted by the National Geodetic Survey in June 1991..
 KW1221
 KW1221.The geoid height was determined by GEOID03.
 KW1221
 KW1221.The dynamic height is computed by dividing the NAVD 88
 KW1221.geopotential number by the normal gravity value computed on the
 KW1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1221.degrees latitude (g = 980.6199 gals.).
 KW1221
 KW1221.The modeled gravity was interpolated from observed gravity values.
 KW1221
 KW1221;                    North         East    Units  Estimated Accuracy
 KW1221;SPC PA S     -   108,190.      674,030.      MT  (+/- 180 meters Scaled)
 KW1221
 KW1221                          SUPERSEDED SURVEY CONTROL
 KW1221
 KW1221  NGVD 29 (??/??/??)  100.508  (m)          329.75   (f) ADJUSTED    2 0
 KW1221
 KW1221.Superseded values are not recommended for survey control.
 KW1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1221.See file dsdata.txt to determine how the superseded data were derived.
 KW1221
 KW1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK403632(NAD 83)
 KW1221_MARKER: DB = BENCH MARK DISK
 KW1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1221_STAMPING: E 247 1960
 KW1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1221+STABILITY: SURFACE MOTION
 KW1221
 KW1221  HISTORY     - Date     Condition        Report By
 KW1221  HISTORY     - 1960     MONUMENTED       CGS
 KW1221  HISTORY     - 1960     GOOD             USGS
 KW1221  HISTORY     - 1974     GOOD             PADT
 KW1221  HISTORY     - 19950311 MARK NOT FOUND   USPSQD
 KW1221  HISTORY     - 20010108 MARK NOT FOUND   PADT
 KW1221
 KW1221                          STATION DESCRIPTION
 KW1221
 KW1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1221'3.6 MI SE FROM ROCKVILLE.
 KW1221'ABOUT 0.8 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1221'EAST END OF THE LARGE PENNSYLVANIA RAILROAD BRIDGE OVER THE
 KW1221'SUSQUEHANNA RIVER AT ROCKVILLE, THENCE 0.8 MILE EAST ALONG
 KW1221'STATE HIGHWAY 39, THENCE 0.8 MILE SOUTH ALONG FARGREEN ROAD, THENCE
 KW1221'1.2 MILES SOUTH ALONG CROOKED HILL ROAD, AT THE JUNCTION OF
 KW1221'CROOKED HILL ROAD AND PAXTON CHURCH ROAD LEADING EAST, 22
 KW1221'FEET WEST OF THE CENTER LINE OF CROOKED HILL ROAD, 35 FEET
 KW1221'SOUTHWEST OF THE CENTER OF THE ROAD JUNCTION, 8.4 FEET
 KW1221'NORTHWEST OF THE WEST END OF A 14-INCH METAL PIPE CULVERT UNDER
 KW1221'CROOKED HILL ROAD, 2 1/2 FEET NORTH OF POWER LINE POLE NO.
 KW1221'8008, 3 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 KW1221'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 KW1221'ABOVE THE LEVEL OF THE GROUND.
 KW1221
 KW1221                          STATION RECOVERY (1960)
 KW1221
 KW1221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 KW1221'RECOVERED IN GOOD CONDITION.
 KW1221
 KW1221                          STATION RECOVERY (1974)
 KW1221
 KW1221'RECOVERY NOTE BY PA DEPT OF TRANSP 1974
 KW1221'RECOVERED IN GOOD CONDITION.
 KW1221
 KW1221                          STATION RECOVERY (1995)
 KW1221
 KW1221'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW1221'MARK NOT FOUND.
 KW1221
 KW1221                          STATION RECOVERY (2001)
 KW1221
 KW1221'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (SMM)
 KW1221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1314 ***********************************************************************
 KW1314  DESIGNATION -  E 248
 KW1314  PID         -  KW1314
 KW1314  STATE/COUNTY-  PA/DAUPHIN
 KW1314  USGS QUAD   -  HARRISBURG EAST (1987)
 KW1314
 KW1314                         *CURRENT SURVEY CONTROL
 KW1314  ___________________________________________________________________
 KW1314* NAD 83(1986)-  40 21 22.     (N)    076 45 42.     (W)     SCALED    
 KW1314* NAVD 88     -       134.929  (meters)     442.68   (feet)  ADJUSTED  
 KW1314  ___________________________________________________________________
 KW1314  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 KW1314  DYNAMIC HT  -         134.862 (meters)     442.46  (feet)  COMP
 KW1314  MODELED GRAV-     980,121.5   (mgal)                       NAVD 88
 KW1314
 KW1314  VERT ORDER  -  SECOND    CLASS 0
 KW1314
 KW1314.The horizontal coordinates were scaled from a topographic map and have
 KW1314.an estimated accuracy of +/- 6 seconds.
 KW1314
 KW1314.The orthometric height was determined by differential leveling
 KW1314.and adjusted by the National Geodetic Survey in June 1991..
 KW1314
 KW1314.The geoid height was determined by GEOID03.
 KW1314
 KW1314.The dynamic height is computed by dividing the NAVD 88
 KW1314.geopotential number by the normal gravity value computed on the
 KW1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1314.degrees latitude (g = 980.6199 gals.).
 KW1314
 KW1314.The modeled gravity was interpolated from observed gravity values.
 KW1314
 KW1314;                    North         East    Units  Estimated Accuracy
 KW1314;SPC PA S     -   114,030.      683,950.      MT  (+/- 180 meters Scaled)
 KW1314
 KW1314                          SUPERSEDED SURVEY CONTROL
 KW1314
 KW1314  NGVD 29 (??/??/??)  135.142  (m)          443.38   (f) ADJUSTED    2 0
 KW1314
 KW1314.Superseded values are not recommended for survey control.
 KW1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1314.See file dsdata.txt to determine how the superseded data were derived.
 KW1314
 KW1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK504687(NAD 83)
 KW1314_MARKER: DB = BENCH MARK DISK
 KW1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1314_STAMPING: E I48 1960
 KW1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1314+STABILITY: SURFACE MOTION
 KW1314
 KW1314  HISTORY     - Date     Condition        Report By
 KW1314  HISTORY     - 1960     MONUMENTED       CGS
 KW1314  HISTORY     - 19950618 GOOD             USPSQD
 KW1314
 KW1314                          STATION DESCRIPTION
 KW1314
 KW1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1314'2.4 MI E FROM LINGLESTOWN.
 KW1314'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY 39 FROM THE FLAG POLE
 KW1314'IN THE TRAFFIC CIRCLE IN THE CENTER OF LINGLESTOWN, THENCE
 KW1314'0.35 MILES EAST ALONG PIKETOWN ROAD, NEAR THE JUNCTION OF
 KW1314'PIKETOWN ROAD AND HILLSIDE ROAD, 16 FEET SOUTHEAST OF THE CENTER
 KW1314'LINE OF PIKETOWN ROAD, 128 FEET SOUTHWEST OF THE CENTER LINE
 KW1314'OF HILLSIDE ROAD, 3 1/2 FEET SOUTHWEST OF TELEPHONE POLE NO. 4200,
 KW1314'2 FEET SOUTHWEST OF A METAL WITNESS POST, 1 FOOT ABOVE THE
 KW1314'LEVEL OF PIKETOWN ROAD AND SET IN THE TOP OF A CONCRETE POST
 KW1314'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 KW1314
 KW1314                          STATION RECOVERY (1995)
 KW1314
 KW1314'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW1314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0233 ***********************************************************************
 KW0233  DESIGNATION -  E 249
 KW0233  PID         -  KW0233
 KW0233  STATE/COUNTY-  PA/SCHUYLKILL
 KW0233  USGS QUAD   -  PINE GROVE (1977)
 KW0233
 KW0233                         *CURRENT SURVEY CONTROL
 KW0233  ___________________________________________________________________
 KW0233* NAD 83(1986)-  40 31 17.     (N)    076 27 04.     (W)     SCALED    
 KW0233* NAVD 88     -       158.928  (meters)     521.42   (feet)  ADJUSTED  
 KW0233  ___________________________________________________________________
 KW0233  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 KW0233  DYNAMIC HT  -         158.849 (meters)     521.16  (feet)  COMP
 KW0233  MODELED GRAV-     980,126.6   (mgal)                       NAVD 88
 KW0233
 KW0233  VERT ORDER  -  SECOND    CLASS 0
 KW0233
 KW0233.The horizontal coordinates were scaled from a topographic map and have
 KW0233.an estimated accuracy of +/- 6 seconds.
 KW0233
 KW0233.The orthometric height was determined by differential leveling
 KW0233.and adjusted by the National Geodetic Survey in June 1991..
 KW0233
 KW0233.The geoid height was determined by GEOID03.
 KW0233
 KW0233.The dynamic height is computed by dividing the NAVD 88
 KW0233.geopotential number by the normal gravity value computed on the
 KW0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0233.degrees latitude (g = 980.6199 gals.).
 KW0233
 KW0233.The modeled gravity was interpolated from observed gravity values.
 KW0233
 KW0233;                    North         East    Units  Estimated Accuracy
 KW0233;SPC PA S     -   132,730.      710,060.      MT  (+/- 180 meters Scaled)
 KW0233
 KW0233                          SUPERSEDED SURVEY CONTROL
 KW0233
 KW0233  NGVD 29 (??/??/??)  159.128  (m)          522.07   (f) ADJUSTED    2 0
 KW0233
 KW0233.Superseded values are not recommended for survey control.
 KW0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0233.See file dsdata.txt to determine how the superseded data were derived.
 KW0233
 KW0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK770866(NAD 83)
 KW0233_MARKER: DB = BENCH MARK DISK
 KW0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0233_STAMPING: E 249 1960
 KW0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0233+STABILITY: SURFACE MOTION
 KW0233
 KW0233  HISTORY     - Date     Condition        Report By
 KW0233  HISTORY     - 1960     MONUMENTED       CGS
 KW0233  HISTORY     - 1963     GOOD             CGS
 KW0233
 KW0233                          STATION DESCRIPTION
 KW0233
 KW0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0233'1.2 MI SE FROM SUEDBERG.
 KW0233'ABOUT 0.2 MILE SOUTH ALONG AN ASPHALT ROAD FROM THE SOUTH END
 KW0233'OF THE LARGE CONCRETE BRIDGE OVER SWATARA CREEK AT SUEDBERG,
 KW0233'THENCE 1.0 MILE EAST ALONG A DIM WOODS ROAD ALONG THE SOUTH BANK
 KW0233'OF SWATARA CREEK, ABOUT 0.1 MILE NORTH OF THE CREEK, AT THE
 KW0233'JUNCTION OF DIM WOODS ROAD, 14 FEET NORTH OF THE CENTER LINE
 KW0233'OF THE MAIN EAST-WEST WOODS ROAD, 10 FEET WEST OF THE CENTER LINE
 KW0233'OF THE WOODS ROAD LEADING NORTH TO THE CREEK, 3 FEET SOUTHWEST
 KW0233'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 KW0233'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 KW0233'GROUND.
 KW0233
 KW0233                          STATION RECOVERY (1963)
 KW0233
 KW0233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 KW0233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0403 ***********************************************************************
 KX0403  DESIGNATION -  E 25
 KX0403  PID         -  KX0403
 KX0403  STATE/COUNTY-  PA/CAMBRIA
 KX0403  USGS QUAD   -  CRESSON (1984)
 KX0403
 KX0403                         *CURRENT SURVEY CONTROL
 KX0403  ___________________________________________________________________
 KX0403* NAD 83(1986)-  40 28 54.     (N)    078 33 07.     (W)     SCALED    
 KX0403* NAVD 88     -       660.328  (meters)    2166.43   (feet)  ADJUSTED  
 KX0403  ___________________________________________________________________
 KX0403  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KX0403  DYNAMIC HT  -         659.954 (meters)    2165.20  (feet)  COMP
 KX0403  MODELED GRAV-     980,036.4   (mgal)                       NAVD 88
 KX0403
 KX0403  VERT ORDER  -  FIRST     CLASS I
 KX0403
 KX0403.The horizontal coordinates were scaled from a topographic map and have
 KX0403.an estimated accuracy of +/- 6 seconds.
 KX0403
 KX0403.The orthometric height was determined by differential leveling
 KX0403.and adjusted by the National Geodetic Survey in June 1991..
 KX0403
 KX0403.The geoid height was determined by GEOID03.
 KX0403
 KX0403.The dynamic height is computed by dividing the NAVD 88
 KX0403.geopotential number by the normal gravity value computed on the
 KX0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0403.degrees latitude (g = 980.6199 gals.).
 KX0403
 KX0403.The modeled gravity was interpolated from observed gravity values.
 KX0403
 KX0403;                    North         East    Units  Estimated Accuracy
 KX0403;SPC PA S     -   127,810.      532,010.      MT  (+/- 180 meters Scaled)
 KX0403
 KX0403                          SUPERSEDED SURVEY CONTROL
 KX0403
 KX0403  NGVD 29 (??/??/92)  660.459  (m)         2166.86   (f) ADJ UNCH    1 1
 KX0403
 KX0403.Superseded values are not recommended for survey control.
 KX0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0403.See file dsdata.txt to determine how the superseded data were derived.
 KX0403
 KX0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE075840(NAD 83)
 KX0403_MARKER: DB = BENCH MARK DISK
 KX0403_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0403_SP_SET: PIER
 KX0403_STAMPING: E 25 1934
 KX0403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0403
 KX0403  HISTORY     - Date     Condition        Report By
 KX0403  HISTORY     - 1934     MONUMENTED       CGS
 KX0403  HISTORY     - 1966     GOOD             NGS
 KX0403  HISTORY     - 20060112 MARK NOT FOUND   INDIV
 KX0403
 KX0403                          STATION DESCRIPTION
 KX0403
 KX0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0403'AT GALLITZIN.
 KX0403'AT GALLITZIN, ABOUT 4.5 FEET WEST OF THE WEST END OF TUNNELS
 KX0403'NO. 3 AND 4, SET VERTICALLY IN THE WEST FACE OF THE CENTER
 KX0403'STONE PIER OF THE JACKSON STREET OVERPASS OVER THE PRR, 34.2
 KX0403'FEET NORTH OF THE NORTH RAIL, 2 FEET SOUTH OF THE NORTHWEST
 KX0403'CORNER OF THE PIER, 6 FEET ABOVE THE LEVEL OF THE GROUND AND
 KX0403'3 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 KX0403
 KX0403                          STATION RECOVERY (2006)
 KX0403
 KX0403'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JDY)
 KX0403'THE BRIDGE HAS BEEN RECONSTRUCTED THEREBY REMOVING THE STONE PIER THAT
 KX0403'THE MONUMENT WAS SET IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0465 ***********************************************************************
 MB0465  DESIGNATION -  E 250
 MB0465  PID         -  MB0465
 MB0465  STATE/COUNTY-  PA/LAWRENCE
 MB0465  USGS QUAD   -  HARLANSBURG (1990)
 MB0465
 MB0465                         *CURRENT SURVEY CONTROL
 MB0465  ___________________________________________________________________
 MB0465* NAD 83(1986)-  41 04 45.     (N)    080 07 40.     (W)     SCALED    
 MB0465* NAVD 88     -       364.283  (meters)    1195.15   (feet)  ADJUSTED  
 MB0465  ___________________________________________________________________
 MB0465  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 MB0465  DYNAMIC HT  -         364.110 (meters)    1194.58  (feet)  COMP
 MB0465  MODELED GRAV-     980,137.2   (mgal)                       NAVD 88
 MB0465
 MB0465  VERT ORDER  -  SECOND    CLASS 0
 MB0465
 MB0465.The horizontal coordinates were scaled from a topographic map and have
 MB0465.an estimated accuracy of +/- 6 seconds.
 MB0465
 MB0465.The orthometric height was determined by differential leveling
 MB0465.and adjusted by the National Geodetic Survey in June 1991..
 MB0465
 MB0465.The geoid height was determined by GEOID03.
 MB0465
 MB0465.The dynamic height is computed by dividing the NAVD 88
 MB0465.geopotential number by the normal gravity value computed on the
 MB0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0465.degrees latitude (g = 980.6199 gals.).
 MB0465
 MB0465.The modeled gravity was interpolated from observed gravity values.
 MB0465
 MB0465;                    North         East    Units  Estimated Accuracy
 MB0465;SPC PA S     -   196,550.      400,210.      MT  (+/- 180 meters Scaled)
 MB0465
 MB0465                          SUPERSEDED SURVEY CONTROL
 MB0465
 MB0465  NGVD 29 (??/??/92)  364.415  (m)         1195.58   (f) ADJ UNCH    2 0
 MB0465
 MB0465.Superseded values are not recommended for survey control.
 MB0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0465.See file dsdata.txt to determine how the superseded data were derived.
 MB0465
 MB0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF732479(NAD 83)
 MB0465_MARKER: DB = BENCH MARK DISK
 MB0465_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0465_SP_SET: BRIDGE
 MB0465_STAMPING: E 250 1960
 MB0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0465
 MB0465  HISTORY     - Date     Condition        Report By
 MB0465  HISTORY     - 1960     MONUMENTED       CGS
 MB0465
 MB0465                          STATION DESCRIPTION
 MB0465
 MB0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MB0465'3.6 MI N FROM MOORES CORNERS.
 MB0465'ABOUT 2.7 MILE NORTH ALONG COUNTY ROAD 37049 FROM THE JUNCTION
 MB0465'OF STATE HIGHWAYS 488 AND 108 AT MOORES CORNERS TO JUNCTION OF
 MB0465'COUNTY ROADS 37049 AND 37048, THENCE 0.65 MILE WEST ALONG COUNTY
 MB0465'ROAD 37048 TO T JUNCTION WITH MASON RD (GRAVEL) NORTH THENCE
 MB0465'0.3 MILE NORTH ON MASON RD., 13 FEET SOUTH OF THE CENTERLINE
 MB0465'OF DIRT ROAD, 32 FEET SOUTH EAST OF POWER POLE NO. 11, 12 FEET
 MB0465'SOUTH WEST OF THE CENTER OF BRIDGE OVER CREEK (JAMISON RUN
 MB0465'BRANCH), STANDARD BENCH MARK DISK DRILLED IN HORIZONTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0456 ***********************************************************************
 MB0456  DESIGNATION -  E 251
 MB0456  PID         -  MB0456
 MB0456  STATE/COUNTY-  PA/MERCER
 MB0456  USGS QUAD   -  MERCER (1990)
 MB0456
 MB0456                         *CURRENT SURVEY CONTROL
 MB0456  ___________________________________________________________________
 MB0456* NAD 83(1986)-  41 09 06.     (N)    080 09 33.     (W)     SCALED    
 MB0456* NAVD 88     -       387.070  (meters)    1269.91   (feet)  ADJUSTED  
 MB0456  ___________________________________________________________________
 MB0456  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MB0456  DYNAMIC HT  -         386.888 (meters)    1269.32  (feet)  COMP
 MB0456  MODELED GRAV-     980,142.3   (mgal)                       NAVD 88
 MB0456
 MB0456  VERT ORDER  -  SECOND    CLASS 0
 MB0456
 MB0456.The horizontal coordinates were scaled from a topographic map and have
 MB0456.an estimated accuracy of +/- 6 seconds.
 MB0456
 MB0456.The orthometric height was determined by differential leveling
 MB0456.and adjusted by the National Geodetic Survey in June 1991..
 MB0456
 MB0456.The geoid height was determined by GEOID03.
 MB0456
 MB0456.The dynamic height is computed by dividing the NAVD 88
 MB0456.geopotential number by the normal gravity value computed on the
 MB0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0456.degrees latitude (g = 980.6199 gals.).
 MB0456
 MB0456.The modeled gravity was interpolated from observed gravity values.
 MB0456
 MB0456;                    North         East    Units  Estimated Accuracy
 MB0456;SPC PA N     -   112,200.      397,800.      MT  (+/- 180 meters Scaled)
 MB0456
 MB0456                          SUPERSEDED SURVEY CONTROL
 MB0456
 MB0456  NGVD 29 (??/??/92)  387.200  (m)         1270.34   (f) ADJ UNCH    2 0
 MB0456
 MB0456.Superseded values are not recommended for survey control.
 MB0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0456.See file dsdata.txt to determine how the superseded data were derived.
 MB0456
 MB0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF705559(NAD 83)
 MB0456_MARKER: DB = BENCH MARK DISK
 MB0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0456_STAMPING: E 251 1960
 MB0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0456+STABILITY: SURFACE MOTION
 MB0456
 MB0456  HISTORY     - Date     Condition        Report By
 MB0456  HISTORY     - 1960     MONUMENTED       CGS
 MB0456
 MB0456                          STATION DESCRIPTION
 MB0456
 MB0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MB0456'0.8 MI NW FROM LONDON.
 MB0456'ABOUT 0.80 MILE NORTH WEST ALONG STATE HY. 258 FROM THE JUNCTION
 MB0456'OF STATE HYS 258 AND 208 IN LONDON, 15 FEET NORTH WEST OF THE
 MB0456'CENTERLINE OF DIRT ROAD, 34 FEET NORTH EAST OF THE CENTERLINE
 MB0456'OF HY. 258, 3 FEET SOUTH EAST OF A METAL WITNESS POST, STANDARD
 MB0456'BENCH MARK DISK SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0619 ***********************************************************************
 KY0619  DESIGNATION -  E 252
 KY0619  PID         -  KY0619
 KY0619  STATE/COUNTY-  PA/ALLEGHENY
 KY0619  USGS QUAD   -  CANONSBURG (1979)
 KY0619
 KY0619                         *CURRENT SURVEY CONTROL
 KY0619  ___________________________________________________________________
 KY0619* NAD 83(1986)-  40 19 29.     (N)    080 08 17.     (W)     SCALED    
 KY0619* NAVD 88     -       345.856  (meters)    1134.70   (feet)  ADJUSTED  
 KY0619  ___________________________________________________________________
 KY0619  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KY0619  DYNAMIC HT  -         345.670 (meters)    1134.09  (feet)  COMP
 KY0619  MODELED GRAV-     980,077.7   (mgal)                       NAVD 88
 KY0619
 KY0619  VERT ORDER  -  SECOND    CLASS 0
 KY0619
 KY0619.The horizontal coordinates were scaled from a topographic map and have
 KY0619.an estimated accuracy of +/- 6 seconds.
 KY0619
 KY0619.The orthometric height was determined by differential leveling
 KY0619.and adjusted by the National Geodetic Survey in June 1991..
 KY0619
 KY0619.The geoid height was determined by GEOID03.
 KY0619
 KY0619.The dynamic height is computed by dividing the NAVD 88
 KY0619.geopotential number by the normal gravity value computed on the
 KY0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0619.degrees latitude (g = 980.6199 gals.).
 KY0619
 KY0619.The modeled gravity was interpolated from observed gravity values.
 KY0619
 KY0619;                    North         East    Units  Estimated Accuracy
 KY0619;SPC PA S     -   112,820.      397,080.      MT  (+/- 180 meters Scaled)
 KY0619
 KY0619                          SUPERSEDED SURVEY CONTROL
 KY0619
 KY0619  NGVD 29 (??/??/92)  345.992  (m)         1135.14   (f) ADJ UNCH    2 0
 KY0619
 KY0619.Superseded values are not recommended for survey control.
 KY0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0619.See file dsdata.txt to determine how the superseded data were derived.
 KY0619
 KY0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE732641(NAD 83)
 KY0619_MARKER: DB = BENCH MARK DISK
 KY0619_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0619_SP_SET: CULVERT
 KY0619_STAMPING: E 252 1960
 KY0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0619
 KY0619  HISTORY     - Date     Condition        Report By
 KY0619  HISTORY     - 1960     MONUMENTED       CGS
 KY0619  HISTORY     - 20010510 MARK NOT FOUND   PADT
 KY0619
 KY0619                          STATION DESCRIPTION
 KY0619
 KY0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0619'2.2 MI NE FROM HENDERSONVILLE.
 KY0619'ABOUT 2.15 MILE NORTHEAST ALONG STATE HIGHWAY 519 FROM THE
 KY0619'MONTOUR RAILROAD OVERPASS OVER STATE HIGHWAY 519 IN HENDERSONVILLE,
 KY0619'SET IN TOP AND 1 1/2 FEET NORTH OF THE SOUTH END OF THE HEADWALL
 KY0619'OF A 2 FOOT PIPE CULVERT WITH WINGWALL, ABOUT 100 YARDS NORTH
 KY0619'OF THE CREST OF A HILL, 36 FEET WEST AND ACROSS THE HIGHWAY
 KY0619'FROM POWER POLE 284 (WITH A STREET LAMP ON IT), 15 FEET WEST OF
 KY0619'THE CENTERLINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY
 KY0619'DRILLED IN HORIZONTAL.
 KY0619
 KY0619                          STATION RECOVERY (2001)
 KY0619
 KY0619'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DP)
 KY0619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0254 ***********************************************************************
 KY0254  DESIGNATION -  E 253
 KY0254  PID         -  KY0254
 KY0254  STATE/COUNTY-  PA/ALLEGHENY
 KY0254  USGS QUAD   -  EMSWORTH (1979)
 KY0254
 KY0254                         *CURRENT SURVEY CONTROL
 KY0254  ___________________________________________________________________
 KY0254* NAD 83(1986)-  40 35 42.     (N)    080 06 01.     (W)     SCALED    
 KY0254* NAVD 88     -       363.245  (meters)    1191.75   (feet)  ADJUSTED  
 KY0254  ___________________________________________________________________
 KY0254  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KY0254  DYNAMIC HT  -         363.054 (meters)    1191.12  (feet)  COMP
 KY0254  MODELED GRAV-     980,088.9   (mgal)                       NAVD 88
 KY0254
 KY0254  VERT ORDER  -  SECOND    CLASS 0
 KY0254
 KY0254.The horizontal coordinates were scaled from a topographic map and have
 KY0254.an estimated accuracy of +/- 6 seconds.
 KY0254
 KY0254.The orthometric height was determined by differential leveling
 KY0254.and adjusted by the National Geodetic Survey in June 1991..
 KY0254
 KY0254.The geoid height was determined by GEOID03.
 KY0254
 KY0254.The dynamic height is computed by dividing the NAVD 88
 KY0254.geopotential number by the normal gravity value computed on the
 KY0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0254.degrees latitude (g = 980.6199 gals.).
 KY0254
 KY0254.The modeled gravity was interpolated from observed gravity values.
 KY0254
 KY0254;                    North         East    Units  Estimated Accuracy
 KY0254;SPC PA S     -   142,740.      401,080.      MT  (+/- 180 meters Scaled)
 KY0254
 KY0254                          SUPERSEDED SURVEY CONTROL
 KY0254
 KY0254  NGVD 29 (??/??/92)  363.39   (m)         1192.2    (f) COMPUTED    2 0
 KY0254
 KY0254.Superseded values are not recommended for survey control.
 KY0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0254.See file dsdata.txt to determine how the superseded data were derived.
 KY0254
 KY0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE761941(NAD 83)
 KY0254_MARKER: DB = BENCH MARK DISK
 KY0254_SETTING: 0 = UNSPECIFIED SETTING
 KY0254_STAMPING: F 253 1960
 KY0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0254
 KY0254  HISTORY     - Date     Condition        Report By
 KY0254  HISTORY     - 1960     MONUMENTED       CGS
 KY0254  HISTORY     - 19981201 GOOD             PADT
 KY0254
 KY0254                          STATION DESCRIPTION
 KY0254
 KY0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0254'6.7 MI N FROM GLENFIELD.
 KY0254'ABOUT 2.65 MILE NORTH ALONG GLENFIELD RD. FROM THE JUNCTION OF
 KY0254'GLENFIELD RD. AND STATE HY. 88 IN GLENFIELD, THENCE 0.75 MILE
 KY0254'NORTH EAST ON BLACKTOP ROAD TO JUNCTION OF STATE HY. 856 NORTH
 KY0254'ON HY. 856 FOR 3.3 MILE, 39 FEET EAST OF THE CENTER OF ROAD
 KY0254'JUNCTION, 31 FEET NORTH EAST OF THE CENTERLINE OF HY. 856, 27
 KY0254'FEET SOUTH OF TELEPHONE AND POWER POLE NO. PL 153/6, STANDARD
 KY0254'BENCH MARK DISK DRILLED IN HORIZONTAL.
 KY0254
 KY0254                          STATION RECOVERY (1998)
 KY0254
 KY0254'RECOVERY NOTE BY PA DEPT OF TRANSP 1998
 KY0254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0665 ***********************************************************************
 KY0665  DESIGNATION -  E 254
 KY0665  PID         -  KY0665
 KY0665  STATE/COUNTY-  PA/ALLEGHENY
 KY0665  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0665
 KY0665                         *CURRENT SURVEY CONTROL
 KY0665  ___________________________________________________________________
 KY0665* NAD 83(1986)-  40 28 16.     (N)    080 00 30.     (W)     SCALED    
 KY0665* NAVD 88     -       338.616  (meters)    1110.94   (feet)  ADJUSTED  
 KY0665  ___________________________________________________________________
 KY0665  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KY0665  DYNAMIC HT  -         338.440 (meters)    1110.37  (feet)  COMP
 KY0665  MODELED GRAV-     980,096.4   (mgal)                       NAVD 88
 KY0665
 KY0665  VERT ORDER  -  SECOND    CLASS 0
 KY0665
 KY0665.The horizontal coordinates were scaled from a topographic map and have
 KY0665.an estimated accuracy of +/- 6 seconds.
 KY0665
 KY0665.The orthometric height was determined by differential leveling
 KY0665.and adjusted by the National Geodetic Survey in June 1991..
 KY0665
 KY0665.The geoid height was determined by GEOID03.
 KY0665
 KY0665.The dynamic height is computed by dividing the NAVD 88
 KY0665.geopotential number by the normal gravity value computed on the
 KY0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0665.degrees latitude (g = 980.6199 gals.).
 KY0665
 KY0665.The modeled gravity was interpolated from observed gravity values.
 KY0665
 KY0665;                    North         East    Units  Estimated Accuracy
 KY0665;SPC PA S     -   128,780.      408,510.      MT  (+/- 180 meters Scaled)
 KY0665
 KY0665                          SUPERSEDED SURVEY CONTROL
 KY0665
 KY0665  NGVD 29 (??/??/92)  338.774  (m)         1111.46   (f) ADJ UNCH    2 0
 KY0665
 KY0665.Superseded values are not recommended for survey control.
 KY0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0665.See file dsdata.txt to determine how the superseded data were derived.
 KY0665
 KY0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE840805(NAD 83)
 KY0665_MARKER: DB = BENCH MARK DISK
 KY0665_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0665_SP_SET: CURB
 KY0665_STAMPING: E 254 1960
 KY0665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0665
 KY0665  HISTORY     - Date     Condition        Report By
 KY0665  HISTORY     - 1960     MONUMENTED       CGS
 KY0665  HISTORY     - 20030811 GOOD             PADT
 KY0665
 KY0665                          STATION DESCRIPTION
 KY0665
 KY0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0665'AT PITTSBURGH.
 KY0665'IN PITTSBURGH ON PERRYSVILLE AVENUE AT THE JUNCTION OF PERRYSVILLE
 KY0665'AVENUE AND CHARLES N. STREET, SET IN THE CURB ON THE SOUTH SIDE
 KY0665'OF CHARLES ST. 70 FEET EAST OF THE SOUTHEAST CORNER OF THE
 KY0665'INTERSECTION, 12 FEET SOUTH OF THE SOUTH MOST RAIL OF THE STREET
 KY0665'CAR TRACKS ON CHARLES STREET, ABOUT 6 INCHES ABOVE CHARLES STREET
 KY0665'AND DRILLED IN HORIZONTAL.
 KY0665
 KY0665                          STATION RECOVERY (2003)
 KY0665
 KY0665'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (CB)
 KY0665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0291 ***********************************************************************
 KW0291  DESIGNATION -  E 256
 KW0291  PID         -  KW0291
 KW0291  STATE/COUNTY-  PA/SCHUYLKILL
 KW0291  USGS QUAD   -  MINERSVILLE (1976)
 KW0291
 KW0291                         *CURRENT SURVEY CONTROL
 KW0291  ___________________________________________________________________
 KW0291* NAD 83(1986)-  40 44 34.     (N)    076 20 01.     (W)     SCALED    
 KW0291* NAVD 88     -       320.441  (meters)    1051.31   (feet)  ADJUSTED  
 KW0291  ___________________________________________________________________
 KW0291  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 KW0291  DYNAMIC HT  -         320.287 (meters)    1050.81  (feet)  COMP
 KW0291  MODELED GRAV-     980,133.8   (mgal)                       NAVD 88
 KW0291
 KW0291  VERT ORDER  -  SECOND    CLASS 0
 KW0291
 KW0291.The horizontal coordinates were scaled from a topographic map and have
 KW0291.an estimated accuracy of +/- 6 seconds.
 KW0291
 KW0291.The orthometric height was determined by differential leveling
 KW0291.and adjusted by the National Geodetic Survey in June 1991..
 KW0291
 KW0291.The geoid height was determined by GEOID03.
 KW0291
 KW0291.The dynamic height is computed by dividing the NAVD 88
 KW0291.geopotential number by the normal gravity value computed on the
 KW0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0291.degrees latitude (g = 980.6199 gals.).
 KW0291
 KW0291.The modeled gravity was interpolated from observed gravity values.
 KW0291
 KW0291;                    North         East    Units  Estimated Accuracy
 KW0291;SPC PA S     -   157,460.      719,620.      MT  (+/- 180 meters Scaled)
 KW0291
 KW0291                          SUPERSEDED SURVEY CONTROL
 KW0291
 KW0291  NGVD 29 (??/??/??)  320.667  (m)         1052.06   (f) ADJUSTED    2 0
 KW0291
 KW0291.Superseded values are not recommended for survey control.
 KW0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0291.See file dsdata.txt to determine how the superseded data were derived.
 KW0291
 KW0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL874110(NAD 83)
 KW0291_MARKER: DB = BENCH MARK DISK
 KW0291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0291_SP_SET: CATCH BASIN
 KW0291_STAMPING: E 256 1960
 KW0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0291
 KW0291  HISTORY     - Date     Condition        Report By
 KW0291  HISTORY     - 1960     MONUMENTED       CGS
 KW0291  HISTORY     - 19970209 MARK NOT FOUND   USPSQD
 KW0291
 KW0291                          STATION DESCRIPTION
 KW0291
 KW0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0291'0.5 MI SE FROM GORDON.
 KW0291'ABOUT 0.1 MILE WEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE
 KW0291'AT GORDON, THENCE 0.4 MILE SOUTHEAST ALONG A NEW ASPHALT ROAD
 KW0291'LEADING UPHILL, ON THE TOP OF THE SOUTHEAST END OF THE BACK
 KW0291'WALL OF A LARGE NEW CATCH BASIN, 17 FEET NORTHEAST OF THE
 KW0291'CENTER LINE OF THE ROAD, 0.4 FOOT NORTHWEST OF THE SOUTHEAST END
 KW0291'OF THE WALL, AND ABOUT LEVEL WITH THE ROAD SURFACE.
 KW0291
 KW0291                          STATION RECOVERY (1997)
 KW0291
 KW0291'RECOVERY NOTE BY US POWER SQUADRON 1997
 KW0291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2426 ***********************************************************************
 KV2426  DESIGNATION -  E 257
 KV2426  PID         -  KV2426
 KV2426  STATE/COUNTY-  PA/BERKS
 KV2426  USGS QUAD   -  READING (1983)
 KV2426
 KV2426                         *CURRENT SURVEY CONTROL
 KV2426  ___________________________________________________________________
 KV2426* NAD 83(1986)-  40 15 58.     (N)    075 55 13.     (W)     SCALED    
 KV2426* NAVD 88     -       130.322  (meters)     427.56   (feet)  ADJUSTED  
 KV2426  ___________________________________________________________________
 KV2426  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 KV2426  DYNAMIC HT  -         130.253 (meters)     427.34  (feet)  COMP
 KV2426  MODELED GRAV-     980,095.1   (mgal)                       NAVD 88
 KV2426
 KV2426  VERT ORDER  -  SECOND    CLASS 0
 KV2426
 KV2426.The horizontal coordinates were scaled from a topographic map and have
 KV2426.an estimated accuracy of +/- 6 seconds.
 KV2426
 KV2426.The orthometric height was determined by differential leveling
 KV2426.and adjusted by the National Geodetic Survey in June 1991..
 KV2426
 KV2426.The geoid height was determined by GEOID03.
 KV2426
 KV2426.The dynamic height is computed by dividing the NAVD 88
 KV2426.geopotential number by the normal gravity value computed on the
 KV2426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2426.degrees latitude (g = 980.6199 gals.).
 KV2426
 KV2426.The modeled gravity was interpolated from observed gravity values.
 KV2426
 KV2426;                    North         East    Units  Estimated Accuracy
 KV2426;SPC PA S     -   105,180.      755,620.      MT  (+/- 180 meters Scaled)
 KV2426
 KV2426                          SUPERSEDED SURVEY CONTROL
 KV2426
 KV2426  NGVD 29 (??/??/??)  130.562  (m)          428.35   (f) ADJUSTED    2 0
 KV2426
 KV2426.Superseded values are not recommended for survey control.
 KV2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2426.See file dsdata.txt to determine how the superseded data were derived.
 KV2426
 KV2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK217577(NAD 83)
 KV2426_MARKER: DB = BENCH MARK DISK
 KV2426_SETTING: 66 = SET IN ROCK OUTCROP
 KV2426_SP_SET: ROCK OUTCROP
 KV2426_STAMPING: E 257 1960
 KV2426_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV2426+STABILITY: POSITION/ELEVATION WELL
 KV2426
 KV2426  HISTORY     - Date     Condition        Report By
 KV2426  HISTORY     - 1960     MONUMENTED       CGS
 KV2426  HISTORY     - 19910713 MARK NOT FOUND   USPSQD
 KV2426
 KV2426                          STATION DESCRIPTION
 KV2426
 KV2426'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2426'4.4 MI S FROM READING.
 KV2426'ABOUT 4.4 MILES SOUTH ALONG U.S. HIGHWAY 122 FROM ITS JUNCTION
 KV2426'WITH U.S. HIGHWAY 222 AND STATE HIGHWAY 73 IN THE SOUTH PART
 KV2426'OF THE CITY OF READING, NEAR THE SUMMIT OF A HILL, ON THE TOP OF
 KV2426'A 3-BY-3-FOOT RED OUTCROP WHICH PROJECTS 2 FEET ABOVE THE
 KV2426'GROUND, 22 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 72
 KV2426'FEET NORTHEAST OF POWER LINE POLE NO. 123, AND ABOUT 2 FEET
 KV2426'ABOVE THE LEVEL OF THE HIGHWAY.
 KV2426
 KV2426                          STATION RECOVERY (1991)
 KV2426
 KV2426'RECOVERY NOTE BY US POWER SQUADRON 1991 (MWD)
 KV2426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0485 ***********************************************************************
 KW0485  DESIGNATION -  E 258 PADH
 KW0485  PID         -  KW0485
 KW0485  STATE/COUNTY-  PA/LEBANON
 KW0485  USGS QUAD   -  FREDERICKSBURG (1978)
 KW0485
 KW0485                         *CURRENT SURVEY CONTROL
 KW0485  ___________________________________________________________________
 KW0485* NAD 83(1986)-  40 25 13.     (N)    076 29 18.     (W)     SCALED    
 KW0485* NAVD 88     -       128.917  (meters)     422.96   (feet)  ADJUSTED  
 KW0485  ___________________________________________________________________
 KW0485  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 KW0485  DYNAMIC HT  -         128.852 (meters)     422.74  (feet)  COMP
 KW0485  MODELED GRAV-     980,114.2   (mgal)                       NAVD 88
 KW0485
 KW0485  VERT ORDER  -  SECOND    CLASS 0
 KW0485
 KW0485.The horizontal coordinates were scaled from a topographic map and have
 KW0485.an estimated accuracy of +/- 6 seconds.
 KW0485
 KW0485.The orthometric height was determined by differential leveling
 KW0485.and adjusted by the National Geodetic Survey in June 1991..
 KW0485
 KW0485.The geoid height was determined by GEOID03.
 KW0485
 KW0485.The dynamic height is computed by dividing the NAVD 88
 KW0485.geopotential number by the normal gravity value computed on the
 KW0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0485.degrees latitude (g = 980.6199 gals.).
 KW0485
 KW0485.The modeled gravity was interpolated from observed gravity values.
 KW0485
 KW0485;                    North         East    Units  Estimated Accuracy
 KW0485;SPC PA S     -   121,450.      707,070.      MT  (+/- 180 meters Scaled)
 KW0485
 KW0485                          SUPERSEDED SURVEY CONTROL
 KW0485
 KW0485  NGVD 29 (??/??/??)  129.127  (m)          423.64   (f) ADJUSTED    2 0
 KW0485
 KW0485.Superseded values are not recommended for survey control.
 KW0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0485.See file dsdata.txt to determine how the superseded data were derived.
 KW0485
 KW0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK737754(NAD 83)
 KW0485_MARKER: DD = SURVEY DISK
 KW0485_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0485_SP_SET: CURB
 KW0485_STAMPING: E 258
 KW0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0485+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2005
 KW0485
 KW0485  HISTORY     - Date     Condition        Report By
 KW0485  HISTORY     - UNK      MONUMENTED       PADH
 KW0485  HISTORY     - 1960     GOOD             CGS
 KW0485  HISTORY     - 20050807 GOOD             GEOCAC
 KW0485
 KW0485                          STATION DESCRIPTION
 KW0485
 KW0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0485'0.6 MI E FROM JONESTOWN.
 KW0485'ABOUT 0.55 MILE EAST ALONG U.S. HIGHWAY 22 FROM THE INTERSECTION
 KW0485'OF STATE HIGHWAY 72 AT JONESTOWN, ON THE TOP OF THE WEST END
 KW0485'OF THE SOUTH CONCRETE CURB OF THE LARGE U.S. HIGHWAY 22 BRIDGE
 KW0485'OVER SWATARA CREEK, 15 FEET SOUTH OF THE CENTER LINE OF THE
 KW0485'EAST BOUND LANE OF THE HIGHWAY, 0.3 FOOT EAST OF THE WEST END
 KW0485'OF THE CURB AND 0.6 FOOT ABOVE THE LEVEL OF THE HIGHWAY SURFACE.
 KW0485
 KW0485                          STATION RECOVERY (2005)
 KW0485
 KW0485'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0180 ***********************************************************************
 KW0180  DESIGNATION -  E 259 PADH
 KW0180  PID         -  KW0180
 KW0180  STATE/COUNTY-  PA/BERKS
 KW0180  USGS QUAD   -  FRIEDENSBURG (1976)
 KW0180
 KW0180                         *CURRENT SURVEY CONTROL
 KW0180  ___________________________________________________________________
 KW0180* NAD 83(1986)-  40 30 43.     (N)    076 07 41.     (W)     SCALED    
 KW0180* NAVD 88     -       193.545  (meters)     634.99   (feet)  ADJUSTED  
 KW0180  ___________________________________________________________________
 KW0180  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 KW0180  DYNAMIC HT  -         193.445 (meters)     634.66  (feet)  COMP
 KW0180  MODELED GRAV-     980,105.4   (mgal)                       NAVD 88
 KW0180
 KW0180  VERT ORDER  -  SECOND    CLASS 0
 KW0180
 KW0180.The horizontal coordinates were scaled from a topographic map and have
 KW0180.an estimated accuracy of +/- 6 seconds.
 KW0180
 KW0180.The orthometric height was determined by differential leveling
 KW0180.and adjusted by the National Geodetic Survey in June 1991..
 KW0180
 KW0180.The geoid height was determined by GEOID03.
 KW0180
 KW0180.The dynamic height is computed by dividing the NAVD 88
 KW0180.geopotential number by the normal gravity value computed on the
 KW0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0180.degrees latitude (g = 980.6199 gals.).
 KW0180
 KW0180.The modeled gravity was interpolated from observed gravity values.
 KW0180
 KW0180;                    North         East    Units  Estimated Accuracy
 KW0180;SPC PA S     -   132,130.      737,450.      MT  (+/- 180 meters Scaled)
 KW0180
 KW0180                          SUPERSEDED SURVEY CONTROL
 KW0180
 KW0180  NGVD 29 (??/??/??)  193.747  (m)          635.65   (f) ADJUSTED    2 0
 KW0180
 KW0180.Superseded values are not recommended for survey control.
 KW0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0180.See file dsdata.txt to determine how the superseded data were derived.
 KW0180
 KW0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK044851(NAD 83)
 KW0180_MARKER: DD = SURVEY DISK
 KW0180_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0180_SP_SET: BRIDGE
 KW0180_STAMPING: E 259
 KW0180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0180
 KW0180  HISTORY     - Date     Condition        Report By
 KW0180  HISTORY     - UNK      MONUMENTED       PADH
 KW0180  HISTORY     - 1960     GOOD             CGS
 KW0180
 KW0180                          STATION DESCRIPTION
 KW0180
 KW0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0180'0.9 MI W FROM SHARTLESVILLE.
 KW0180'ABOUT 0.9 MILE WEST ALONG U.S. HIGHWAY 22 FROM THE LARGE OVERHEAD
 KW0180'BRIDGE AT THE SHARTLESVILLE INTERCHANGE, ON THE TOP OF A CONCRETE
 KW0180'BRIDGE OVER U.S. HIGHWAY 22, AT A NORTH-SOUTH ASPHALT ROAD, SET
 KW0180'ON TOP OF THE SOUTH END OF THE EAST BRIDGE CURB, 15 FEET EAST
 KW0180'OF THE CENTER LINE OF THE ASPHALT ROAD, 0.9 FOOT NORTH OF THE
 KW0180'SOUTH END OF THE CURBING AND 1 FOOT ABOVE THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0135 ***********************************************************************
 MA0135  DESIGNATION -  E 26
 MA0135  PID         -  MA0135
 MA0135  STATE/COUNTY-  PA/CAMERON
 MA0135  USGS QUAD   -  RICH VALLEY (1971)
 MA0135
 MA0135                         *CURRENT SURVEY CONTROL
 MA0135  ___________________________________________________________________
 MA0135* NAD 83(1986)-  41 30 08.     (N)    078 15 35.     (W)     SCALED    
 MA0135* NAVD 88     -       324.562  (meters)    1064.83   (feet)  ADJUSTED  
 MA0135  ___________________________________________________________________
 MA0135  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 MA0135  DYNAMIC HT  -         324.419 (meters)    1064.36  (feet)  COMP
 MA0135  MODELED GRAV-     980,174.8   (mgal)                       NAVD 88
 MA0135
 MA0135  VERT ORDER  -  SECOND    CLASS 0
 MA0135
 MA0135.The horizontal coordinates were scaled from a topographic map and have
 MA0135.an estimated accuracy of +/- 6 seconds.
 MA0135
 MA0135.The orthometric height was determined by differential leveling
 MA0135.and adjusted by the National Geodetic Survey in June 1991..
 MA0135
 MA0135.The geoid height was determined by GEOID03.
 MA0135
 MA0135.The dynamic height is computed by dividing the NAVD 88
 MA0135.geopotential number by the normal gravity value computed on the
 MA0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0135.degrees latitude (g = 980.6199 gals.).
 MA0135
 MA0135.The modeled gravity was interpolated from observed gravity values.
 MA0135
 MA0135;                    North         East    Units  Estimated Accuracy
 MA0135;SPC PA N     -   148,440.      557,440.      MT  (+/- 180 meters Scaled)
 MA0135
 MA0135                          SUPERSEDED SURVEY CONTROL
 MA0135
 MA0135  NGVD 29 (??/??/92)  324.719  (m)         1065.35   (f) ADJ UNCH    2 0
 MA0135
 MA0135.Superseded values are not recommended for survey control.
 MA0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0135.See file dsdata.txt to determine how the superseded data were derived.
 MA0135
 MA0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF287981(NAD 83)
 MA0135_MARKER: DB = BENCH MARK DISK
 MA0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0135_STAMPING: E 26 1934
 MA0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0135+STABILITY: SURFACE MOTION
 MA0135
 MA0135  HISTORY     - Date     Condition        Report By
 MA0135  HISTORY     - 1934     MONUMENTED       CGS
 MA0135
 MA0135                          STATION DESCRIPTION
 MA0135
 MA0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0135'1.3 MI W FROM EMPORIUM.
 MA0135'1.3 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM EMPORIUM,
 MA0135'CAMERON COUNTY, AT BRIDGE 147.82, IN THE TOP OF THE SOUTH END
 MA0135'OF THE WEST STONE ABUTMENT, 12 FEET SOUTH OF THE CENTER LINE OF
 MA0135'THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL AND
 MA0135'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2640 ***********************************************************************
 KV2640  DESIGNATION -  E 260 PADH
 KV2640  PID         -  KV2640
 KV2640  STATE/COUNTY-  PA/LEHIGH
 KV2640  USGS QUAD   -  TOPTON (1992)
 KV2640
 KV2640                         *CURRENT SURVEY CONTROL
 KV2640  ___________________________________________________________________
 KV2640* NAD 83(1986)-  40 34 43.     (N)    075 41 29.     (W)     SCALED    
 KV2640* NAVD 88     -       228.866  (meters)     750.87   (feet)  ADJUSTED  
 KV2640  ___________________________________________________________________
 KV2640  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 KV2640  DYNAMIC HT  -         228.750 (meters)     750.49  (feet)  COMP
 KV2640  MODELED GRAV-     980,116.4   (mgal)                       NAVD 88
 KV2640
 KV2640  VERT ORDER  -  SECOND    CLASS 0
 KV2640
 KV2640.The horizontal coordinates were scaled from a topographic map and have
 KV2640.an estimated accuracy of +/- 6 seconds.
 KV2640
 KV2640.The orthometric height was determined by differential leveling
 KV2640.and adjusted by the National Geodetic Survey in June 1991..
 KV2640
 KV2640.The geoid height was determined by GEOID03.
 KV2640
 KV2640.The dynamic height is computed by dividing the NAVD 88
 KV2640.geopotential number by the normal gravity value computed on the
 KV2640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2640.degrees latitude (g = 980.6199 gals.).
 KV2640
 KV2640.The modeled gravity was interpolated from observed gravity values.
 KV2640
 KV2640;                    North         East    Units  Estimated Accuracy
 KV2640;SPC PA S     -   140,300.      774,280.      MT  (+/- 180 meters Scaled)
 KV2640
 KV2640                          SUPERSEDED SURVEY CONTROL
 KV2640
 KV2640  NGVD 29 (??/??/??)  229.065  (m)          751.52   (f) ADJUSTED    2 0
 KV2640
 KV2640.Superseded values are not recommended for survey control.
 KV2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2640.See file dsdata.txt to determine how the superseded data were derived.
 KV2640
 KV2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK414922(NAD 83)
 KV2640_MARKER: DD = SURVEY DISK
 KV2640_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2640_SP_SET: BRIDGE
 KV2640_STAMPING: E 260
 KV2640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2640
 KV2640  HISTORY     - Date     Condition        Report By
 KV2640  HISTORY     - 1960     MONUMENTED       PADH
 KV2640  HISTORY     - 1960     GOOD             CGS
 KV2640  HISTORY     - 19991217 GOOD             USPSQD
 KV2640
 KV2640                          STATION DESCRIPTION
 KV2640
 KV2640'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2640'1.8 MI E FROM NEW SMITHVILLE.
 KV2640'1.0 MILE EAST ALONG OLD U.S. HIGHWAY 22 FROM THE POST OFFICE
 KV2640'AT NEW SMITHVILLE, THENCE 0.8 MILE EAST ALONG NEW U.S. HIGHWAY 22,
 KV2640'AT THE SOUTH END OF THE EAST CONCRETE GUARD RAIL OF A 200 FEET
 KV2640'LONG BRIDGE OVER U.S. HIGHWAY 22, 14 FEET EAST OF THE CENTER LINE
 KV2640'OF THE BRIDGE, 1.5 FEET NORTH OF THE SOUTH END OF THE EAST GUARD
 KV2640'RAIL AND 2.6 FEET ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 KV2640
 KV2640                          STATION RECOVERY (1999)
 KV2640
 KV2640'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV2640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1919 ***********************************************************************
 KV1919  DESIGNATION -  E 263
 KV1919  PID         -  KV1919
 KV1919  STATE/COUNTY-  PA/PHILADELPHIA
 KV1919  USGS QUAD   -  FRANKFORD (1997)
 KV1919
 KV1919                         *CURRENT SURVEY CONTROL
 KV1919  ___________________________________________________________________
 KV1919* NAD 83(1986)-  40 06 02.     (N)    075 01 26.     (W)     SCALED    
 KV1919* NAVD 88     -        55.618  (meters)     182.47   (feet)  ADJUSTED  
 KV1919  ___________________________________________________________________
 KV1919  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KV1919  DYNAMIC HT  -          55.592 (meters)     182.39  (feet)  COMP
 KV1919  MODELED GRAV-     980,168.3   (mgal)                       NAVD 88
 KV1919
 KV1919  VERT ORDER  -  SECOND    CLASS 0
 KV1919
 KV1919.The horizontal coordinates were scaled from a topographic map and have
 KV1919.an estimated accuracy of +/- 6 seconds.
 KV1919
 KV1919.The orthometric height was determined by differential leveling
 KV1919.and adjusted by the National Geodetic Survey in June 1991..
 KV1919
 KV1919.The geoid height was determined by GEOID03.
 KV1919
 KV1919.The dynamic height is computed by dividing the NAVD 88
 KV1919.geopotential number by the normal gravity value computed on the
 KV1919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1919.degrees latitude (g = 980.6199 gals.).
 KV1919
 KV1919.The modeled gravity was interpolated from observed gravity values.
 KV1919
 KV1919;                    North         East    Units  Estimated Accuracy
 KV1919;SPC PA S     -    88,780.      832,410.      MT  (+/- 180 meters Scaled)
 KV1919
 KV1919                          SUPERSEDED SURVEY CONTROL
 KV1919
 KV1919  NGVD 29 (??/??/??)   55.924  (m)          183.48   (f) ADJUSTED    2 0
 KV1919
 KV1919.Superseded values are not recommended for survey control.
 KV1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1919.See file dsdata.txt to determine how the superseded data were derived.
 KV1919
 KV1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK979389(NAD 83)
 KV1919_MARKER: DB = BENCH MARK DISK
 KV1919_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1919_SP_SET: BRIDGE ABUTMENT
 KV1919_STAMPING: E 263 1962
 KV1919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1919
 KV1919  HISTORY     - Date     Condition        Report By
 KV1919  HISTORY     - 1962     MONUMENTED       CGS
 KV1919  HISTORY     - 1969     MARK NOT FOUND   LOCSUR
 KV1919
 KV1919                          STATION DESCRIPTION
 KV1919
 KV1919'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KV1919'2.7 MI E FROM HUNTINGDON VALLEY.
 KV1919'TO REACH THIS MARK FROM THE INTERSECTION OF HUNTINGTON PIKE AND
 KV1919'RED LION RD., IN HUNTINGTON VALLEY, PROCEED 2.7 MILES EAST ON
 KV1919'RED LION RD. TO BRIDGE OVER RAILROAD.  THE MARK IS SET IN THE
 KV1919'SOUTHWEST ABUTMENT OF THE BRIDGE.  IT IS 18.0 FT. SOUTH OF RED
 KV1919'LION RD., AND 2.5 FT. SOUTH OF A 12 INCH PIPE THAT CROSSES SOUTH
 KV1919'SIDE OF BRIDGE.  THE DISK IS SET FLUSH WITH THE REINFORCED
 KV1919'CONCRETE ABUTMENT.
 KV1919
 KV1919                          STATION RECOVERY (1969)
 KV1919
 KV1919'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1969
 KV1919'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1920 ***********************************************************************
 KV1920  DESIGNATION -  E 263 RESET 1969
 KV1920  PID         -  KV1920
 KV1920  STATE/COUNTY-  PA/PHILADELPHIA
 KV1920  USGS QUAD   -  FRANKFORD (1997)
 KV1920
 KV1920                         *CURRENT SURVEY CONTROL
 KV1920  ___________________________________________________________________
 KV1920* NAD 83(1986)-  40 06 02.     (N)    075 01 26.     (W)     SCALED    
 KV1920* NAVD 88     -        56.99   (+/-2cm)     187.0    (feet)  VERTCON   
 KV1920  ___________________________________________________________________
 KV1920  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KV1920
 KV1920  VERT ORDER  -  THIRD (See Below)
 KV1920
 KV1920.The horizontal coordinates were scaled from a topographic map and have
 KV1920.an estimated accuracy of +/- 6 seconds.
 KV1920
 KV1920.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV1920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV1920.The vertical order pertains to the NGVD 29 superseded value.
 KV1920
 KV1920.The geoid height was determined by GEOID03.
 KV1920
 KV1920;                    North         East    Units  Estimated Accuracy
 KV1920;SPC PA S     -    88,780.      832,410.      MT  (+/- 180 meters Scaled)
 KV1920
 KV1920                          SUPERSEDED SURVEY CONTROL
 KV1920
 KV1920  NGVD 29 (??/??/??)   57.30   (m)          188.0    (f) RESET       3  
 KV1920
 KV1920.Superseded values are not recommended for survey control.
 KV1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1920.See file dsdata.txt to determine how the superseded data were derived.
 KV1920
 KV1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK979389(NAD 83)
 KV1920_MARKER: DB = BENCH MARK DISK
 KV1920_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1920_SP_SET: BRIDGE
 KV1920_STAMPING: E 263 RESET 1969
 KV1920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1920
 KV1920  HISTORY     - Date     Condition        Report By
 KV1920  HISTORY     - 1969     MONUMENTED       LOCSUR
 KV1920  HISTORY     - 1970     GOOD             NGS
 KV1920
 KV1920                          STATION DESCRIPTION
 KV1920
 KV1920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KV1920'2.7 MI E FROM HUNTINGTON VALLEY.
 KV1920'2.7 MILES EAST ALONG RED LION ROAD FROM THE INTERSECTION OF
 KV1920'HUNTINGTON PIKE IN HUNTINGTON VALLEY, SET IN THE END OF THE
 KV1920'NORTHWEST WINGWALL PARPET OF THE BRIDGE OVER THE READING
 KV1920'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2119 ***********************************************************************
 KW2119  DESIGNATION -  E 264
 KW2119  PID         -  KW2119
 KW2119  STATE/COUNTY-  PA/CUMBERLAND
 KW2119  USGS QUAD   -  CARLISLE (1984)
 KW2119
 KW2119                         *CURRENT SURVEY CONTROL
 KW2119  ___________________________________________________________________
 KW2119* NAD 83(1986)-  40 11 27.     (N)    077 14 27.     (W)     SCALED    
 KW2119* NAVD 88     -       146.110  (meters)     479.36   (feet)  ADJUSTED  
 KW2119  ___________________________________________________________________
 KW2119  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 KW2119  DYNAMIC HT  -         146.035 (meters)     479.12  (feet)  COMP
 KW2119  MODELED GRAV-     980,109.0   (mgal)                       NAVD 88
 KW2119
 KW2119  VERT ORDER  -  FIRST     CLASS II
 KW2119
 KW2119.The horizontal coordinates were scaled from a topographic map and have
 KW2119.an estimated accuracy of +/- 6 seconds.
 KW2119
 KW2119.The orthometric height was determined by differential leveling
 KW2119.and adjusted by the National Geodetic Survey in June 1991..
 KW2119
 KW2119.The geoid height was determined by GEOID03.
 KW2119
 KW2119.The dynamic height is computed by dividing the NAVD 88
 KW2119.geopotential number by the normal gravity value computed on the
 KW2119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2119.degrees latitude (g = 980.6199 gals.).
 KW2119
 KW2119.The modeled gravity was interpolated from observed gravity values.
 KW2119
 KW2119;                    North         East    Units  Estimated Accuracy
 KW2119;SPC PA S     -    95,340.      643,360.      MT  (+/- 180 meters Scaled)
 KW2119
 KW2119                          SUPERSEDED SURVEY CONTROL
 KW2119
 KW2119  NGVD 29 (??/??/??)  146.326  (m)          480.07   (f) ADJUSTED    1 2
 KW2119
 KW2119.Superseded values are not recommended for survey control.
 KW2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2119.See file dsdata.txt to determine how the superseded data were derived.
 KW2119
 KW2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK092513(NAD 83)
 KW2119_MARKER: DB = BENCH MARK DISK
 KW2119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2119_SP_SET: CULVERT
 KW2119_STAMPING: E 264 1960
 KW2119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2119
 KW2119  HISTORY     - Date     Condition        Report By
 KW2119  HISTORY     - 1960     MONUMENTED       CGS
 KW2119  HISTORY     - 1979     SEE DESCRIPTION  NGS
 KW2119  HISTORY     - 1987     GOOD             LOCSUR
 KW2119  HISTORY     - 19891219 POOR             LOCSUR
 KW2119
 KW2119                          STATION DESCRIPTION
 KW2119
 KW2119'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2119'3.8 MI WSW FROM CARLISLE.
 KW2119'ABOUT 0.55 MILE SOUTH OF THE JUNCTION OF COLLEGE STREET AND
 KW2119'U.S. HIGHWAY 11, THENCE 0.95 MILE WEST AND SOUTHWEST ON STATE
 KW2119'HIGHWAY 33 AND WALNUT BOTTOM ROAD, THENCE 1.4 MILE WEST ON
 KW2119'COUNTY ROUTE 469 TO THE INTERSECTION OF LEGISLATIVE ROUTE 21056,
 KW2119'THENCE 0.85 MILE NORTH NORTHWEST OF LEGISLATIVE ROUTE 21056,
 KW2119'20.6 FEET NORTH OF TELEPHONE POLE NO. 845 WITH SURVEY MARK
 KW2119'NAILED TO IT, AND IS SET IN THE TOP OF A PIPE CULVERT WHICH
 KW2119'IS ABOUT 4 INCHES ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- IT
 KW2119'IS ABOUT 0.25 MILE NORTHEAST OF THE CUMBERLAND VALLEY CEMETERY.
 KW2119
 KW2119                          STATION RECOVERY (1979)
 KW2119
 KW2119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2119'NOTE--CULVERT IS CRUMBLY BUT MARK APPEARS FIRM.
 KW2119
 KW2119                          STATION RECOVERY (1987)
 KW2119
 KW2119'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (AS)
 KW2119'RECOVERED IN GOOD CONDITION.
 KW2119
 KW2119                          STATION RECOVERY (1989)
 KW2119
 KW2119'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (CHF)
 KW2119'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0142 ***********************************************************************
 JW0142  DESIGNATION -  E 265
 JW0142  PID         -  JW0142
 JW0142  STATE/COUNTY-  PA/BEDFORD
 JW0142  USGS QUAD   -  BREEZEWOOD (1982)
 JW0142
 JW0142                         *CURRENT SURVEY CONTROL
 JW0142  ___________________________________________________________________
 JW0142* NAD 83(1986)-  39 57 12.     (N)    078 14 26.     (W)     SCALED    
 JW0142* NAVD 88     -       366.462  (meters)    1202.30   (feet)  ADJUSTED  
 JW0142  ___________________________________________________________________
 JW0142  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 JW0142  DYNAMIC HT  -         366.246 (meters)    1201.59  (feet)  COMP
 JW0142  MODELED GRAV-     980,026.9   (mgal)                       NAVD 88
 JW0142
 JW0142  VERT ORDER  -  SECOND    CLASS 0
 JW0142
 JW0142.The horizontal coordinates were scaled from a topographic map and have
 JW0142.an estimated accuracy of +/- 6 seconds.
 JW0142
 JW0142.The orthometric height was determined by differential leveling
 JW0142.and adjusted by the National Geodetic Survey in June 1991..
 JW0142
 JW0142.The geoid height was determined by GEOID03.
 JW0142
 JW0142.The dynamic height is computed by dividing the NAVD 88
 JW0142.geopotential number by the normal gravity value computed on the
 JW0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0142.degrees latitude (g = 980.6199 gals.).
 JW0142
 JW0142.The modeled gravity was interpolated from observed gravity values.
 JW0142
 JW0142;                    North         East    Units  Estimated Accuracy
 JW0142;SPC PA S     -    68,960.      558,080.      MT  (+/- 180 meters Scaled)
 JW0142
 JW0142                          SUPERSEDED SURVEY CONTROL
 JW0142
 JW0142  NGVD 29 (??/??/92)  366.636  (m)         1202.87   (f) ADJ UNCH    2 0
 JW0142
 JW0142.Superseded values are not recommended for survey control.
 JW0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0142.See file dsdata.txt to determine how the superseded data were derived.
 JW0142
 JW0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE357262(NAD 83)
 JW0142_MARKER: DB = BENCH MARK DISK
 JW0142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0142_SP_SET: CULVERT
 JW0142_STAMPING: E 265 1960
 JW0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0142
 JW0142  HISTORY     - Date     Condition        Report By
 JW0142  HISTORY     - 1960     MONUMENTED       CGS
 JW0142
 JW0142                          STATION DESCRIPTION
 JW0142
 JW0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JW0142'3.4 MI S FROM BREEZEWOOD.
 JW0142'ABOUT 3.4 MILE SOUTH ALONG STATE HY. 126 FROM THE JUNCTION OF
 JW0142'U.S. HY. 30 AND STATE HY. 126 IN BREEZEWOOD, STANDARD BENCH MARK
 JW0142'DISK DRILLED IN HORIZONTAL IN SOUTH EDGE OF V SHAPED CONCRETE
 JW0142'CULVERT, 23 FEET NORTH EAST OF THE CENTERLINE OF THE HIGHWAY, 51
 JW0142'FEET SOUTH OF HIGHWAY GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3306 ***********************************************************************
 JV3306  DESIGNATION -  E 266
 JV3306  PID         -  JV3306
 JV3306  STATE/COUNTY-  PA/FRANKLIN
 JV3306  USGS QUAD   -  GREENCASTLE (1990)
 JV3306
 JV3306                         *CURRENT SURVEY CONTROL
 JV3306  ___________________________________________________________________
 JV3306* NAD 83(1986)-  39 49 22.     (N)    077 42 11.     (W)     SCALED    
 JV3306* NAVD 88     -       191.750  (meters)     629.10   (feet)  ADJUSTED  
 JV3306  ___________________________________________________________________
 JV3306  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 JV3306  DYNAMIC HT  -         191.639 (meters)     628.74  (feet)  COMP
 JV3306  MODELED GRAV-     980,045.3   (mgal)                       NAVD 88
 JV3306
 JV3306  VERT ORDER  -  FIRST     CLASS II
 JV3306
 JV3306.The horizontal coordinates were scaled from a topographic map and have
 JV3306.an estimated accuracy of +/- 6 seconds.
 JV3306
 JV3306.The orthometric height was determined by differential leveling
 JV3306.and adjusted by the National Geodetic Survey in June 1991..
 JV3306
 JV3306.The geoid height was determined by GEOID03.
 JV3306
 JV3306.The dynamic height is computed by dividing the NAVD 88
 JV3306.geopotential number by the normal gravity value computed on the
 JV3306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3306.degrees latitude (g = 980.6199 gals.).
 JV3306
 JV3306.The modeled gravity was interpolated from observed gravity values.
 JV3306
 JV3306;                    North         East    Units  Estimated Accuracy
 JV3306;SPC PA S     -    54,350.      604,020.      MT  (+/- 180 meters Scaled)
 JV3306
 JV3306                          SUPERSEDED SURVEY CONTROL
 JV3306
 JV3306  NGVD 29 (??/??/??)  191.935  (m)          629.71   (f) ADJUSTED    1 2
 JV3306
 JV3306.Superseded values are not recommended for survey control.
 JV3306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3306.See file dsdata.txt to determine how the superseded data were derived.
 JV3306
 JV3306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK686115(NAD 83)
 JV3306_MARKER: DB = BENCH MARK DISK
 JV3306_SETTING: 80 = SET IN A BOULDER
 JV3306_SP_SET: BOULDER
 JV3306_STAMPING: E 266 1960
 JV3306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3306+STABILITY: SURFACE MOTION
 JV3306
 JV3306  HISTORY     - Date     Condition        Report By
 JV3306  HISTORY     - 1960     MONUMENTED       CGS
 JV3306  HISTORY     - 1979     GOOD             NGS
 JV3306  HISTORY     - 19900913 MARK NOT FOUND   USGS
 JV3306
 JV3306                          STATION DESCRIPTION
 JV3306
 JV3306'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JV3306'2.9 MI N FROM GREENCASTLE.
 JV3306'ABOUT 0.4 MILE NORTH EAST ALONG BROWNS MILLS RD. FROM THE
 JV3306'JUNCTION OF BROWNS MILLS RD. AND ANTRIM CHURCH RD. (ABOUT 2.5
 JV3306'MILE NORTH EAST OF GREENCASTLE) TO BM.  STANDARD BENCH MARK DISK
 JV3306'DRILLED IN HORIZONTAL IN LARGE BOULDER, 42 FEET NORTH WEST
 JV3306'OF THE CENTERLINE OF THE ROAD, 9 FEET SOUTH WEST OF A DRIVEWAY,
 JV3306'4 FEET SOUTH EAST OF A GATE POST, APPROX.150 FEET NORTH EAST
 JV3306'OF THE BRICK HOME OF MR. B.L. HAGERS.
 JV3306
 JV3306                          STATION RECOVERY (1979)
 JV3306
 JV3306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV3306'RECOVERED IN GOOD CONDITION.
 JV3306
 JV3306                          STATION RECOVERY (1990)
 JV3306
 JV3306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (CDL)
 JV3306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2668 ***********************************************************************
 KV2668  DESIGNATION -  E 267 PADH
 KV2668  PID         -  KV2668
 KV2668  STATE/COUNTY-  PA/LEHIGH
 KV2668  USGS QUAD   -  ALLENTOWN WEST (1992)
 KV2668
 KV2668                         *CURRENT SURVEY CONTROL
 KV2668  ___________________________________________________________________
 KV2668* NAD 83(1986)-  40 36 42.     (N)    075 31 06.     (W)     SCALED    
 KV2668* NAVD 88     -       128.641  (meters)     422.05   (feet)  ADJUSTED  
 KV2668  ___________________________________________________________________
 KV2668  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 KV2668  DYNAMIC HT  -         128.578 (meters)     421.84  (feet)  COMP
 KV2668  MODELED GRAV-     980,130.2   (mgal)                       NAVD 88
 KV2668
 KV2668  VERT ORDER  -  SECOND    CLASS 0
 KV2668
 KV2668.The horizontal coordinates were scaled from a topographic map and have
 KV2668.an estimated accuracy of +/- 6 seconds.
 KV2668
 KV2668.The orthometric height was determined by differential leveling
 KV2668.and adjusted by the National Geodetic Survey in June 1991..
 KV2668
 KV2668.The geoid height was determined by GEOID03.
 KV2668
 KV2668.The dynamic height is computed by dividing the NAVD 88
 KV2668.geopotential number by the normal gravity value computed on the
 KV2668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2668.degrees latitude (g = 980.6199 gals.).
 KV2668
 KV2668.The modeled gravity was interpolated from observed gravity values.
 KV2668
 KV2668;                    North         East    Units  Estimated Accuracy
 KV2668;SPC PA S     -   144,330.      788,830.      MT  (+/- 180 meters Scaled)
 KV2668
 KV2668                          SUPERSEDED SURVEY CONTROL
 KV2668
 KV2668  NGVD 29 (??/??/??)  128.853  (m)          422.75   (f) ADJUSTED    2 0
 KV2668
 KV2668.Superseded values are not recommended for survey control.
 KV2668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2668.See file dsdata.txt to determine how the superseded data were derived.
 KV2668
 KV2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK561957(NAD 83)
 KV2668_MARKER: DD = SURVEY DISK
 KV2668_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2668_SP_SET: BRIDGE SEAT
 KV2668_STAMPING: E 267
 KV2668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2668
 KV2668  HISTORY     - Date     Condition        Report By
 KV2668  HISTORY     - 1960     MONUMENTED       PADH
 KV2668  HISTORY     - 1960     GOOD             CGS
 KV2668  HISTORY     - 19950408 GOOD             USPSQD
 KV2668  HISTORY     - 20020126 GOOD             USPSQD
 KV2668
 KV2668                          STATION DESCRIPTION
 KV2668
 KV2668'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2668'2.4 MI E FROM ALLENTOWN.
 KV2668'2.4 MILES EAST ALONG U.S. HIGHWAY 22 FROM THE INTERSECTION OF
 KV2668'U.S. HIGHWAY 309, 222 AND STATE HIGHWAY 29 NEAR THE NORTHWEST
 KV2668'PART OF ALLENTOWN, ON TOP OF THE SOUTH END OF THE WEST BRIDGE SEAT
 KV2668'OF A 125 FEET LONG BRIDGE OVER AN ASPHALT ROAD, 22 FEET SOUTH OF
 KV2668'THE CENTER LINE OF THE EAST BOUND LANE, 6.2 FEET EAST OF THE WEST
 KV2668'END OF THE BRIDGE, 2.3 FEET BELOW THE BRIDGE CURB, 2 FEET BELOW
 KV2668'THE LEVEL OF THE HIGHWAY SURFACE.
 KV2668
 KV2668                          STATION RECOVERY (1995)
 KV2668
 KV2668'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV2668'RECOVERED IN GOOD CONDITION.
 KV2668
 KV2668                          STATION RECOVERY (2002)
 KV2668
 KV2668'RECOVERY NOTE BY US POWER SQUADRON 2002 (CLR)
 KV2668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1746 ***********************************************************************
 KV1746  DESIGNATION -  E 268
 KV1746  PID         -  KV1746
 KV1746  STATE/COUNTY-  PA/LEHIGH
 KV1746  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV1746
 KV1746                         *CURRENT SURVEY CONTROL
 KV1746  ___________________________________________________________________
 KV1746* NAD 83(1986)-  40 33 32.     (N)    075 23 48.     (W)     SCALED    
 KV1746* NAVD 88     -       129.918  (meters)     426.24   (feet)  ADJUSTED  
 KV1746  ___________________________________________________________________
 KV1746  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 KV1746  DYNAMIC HT  -         129.853 (meters)     426.03  (feet)  COMP
 KV1746  MODELED GRAV-     980,127.9   (mgal)                       NAVD 88
 KV1746
 KV1746  VERT ORDER  -  SECOND    CLASS 0
 KV1746
 KV1746.The horizontal coordinates were scaled from a topographic map and have
 KV1746.an estimated accuracy of +/- 6 seconds.
 KV1746
 KV1746.The orthometric height was determined by differential leveling
 KV1746.and adjusted by the National Geodetic Survey in June 1991..
 KV1746
 KV1746.The geoid height was determined by GEOID03.
 KV1746
 KV1746.The dynamic height is computed by dividing the NAVD 88
 KV1746.geopotential number by the normal gravity value computed on the
 KV1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1746.degrees latitude (g = 980.6199 gals.).
 KV1746
 KV1746.The modeled gravity was interpolated from observed gravity values.
 KV1746
 KV1746;                    North         East    Units  Estimated Accuracy
 KV1746;SPC PA S     -   138,740.      799,280.      MT  (+/- 180 meters Scaled)
 KV1746
 KV1746                          SUPERSEDED SURVEY CONTROL
 KV1746
 KV1746  NGVD 29 (??/??/??)  130.136  (m)          426.95   (f) ADJUSTED    2 0
 KV1746
 KV1746.Superseded values are not recommended for survey control.
 KV1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1746.See file dsdata.txt to determine how the superseded data were derived.
 KV1746
 KV1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK664898(NAD 83)
 KV1746_MARKER: DB = BENCH MARK DISK
 KV1746_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KV1746+WITH SETTING: PAVEMENT
 KV1746_SP_SET: CONCRETE LANDING
 KV1746_STAMPING: E 268 1960
 KV1746_MARK LOGO: CGS   
 KV1746_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1746+STABILITY: SURFACE MOTION
 KV1746
 KV1746  HISTORY     - Date     Condition        Report By
 KV1746  HISTORY     - 1960     MONUMENTED       CGS
 KV1746  HISTORY     - 1964     GOOD             CGS
 KV1746  HISTORY     - 19930623 GOOD             PADT
 KV1746  HISTORY     - 20020128 GOOD             USPSQD
 KV1746
 KV1746                          STATION DESCRIPTION
 KV1746
 KV1746'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV1746'AT FRIENDSVILLE.
 KV1746'0.1 MILE WEST ALONG COUNTY HIGHWAY 39002 FROM THE INTERSECTION
 KV1746'OF A CROSSROAD AT THE SOUTH EDGE OF FRIENDSVILLE.  ALSO 3.6
 KV1746'MILES SOUTHEAST ALONG U.S. HIGHWAY 309 FROM THE INTERSECTION
 KV1746'OF LEHIGH STREET, ALLENTOWN AND EMMAUS EXIT WITH U.S. HIGHWAY
 KV1746'309 AT THE NORTH EDGE OF EMMAUS TO THE INTERSECTION OF COUNTY
 KV1746'HIGHWAY 39002, THENCE 1.5 MILE EAST ALONG COUNTY HIGHWAY 39002,
 KV1746'THENCE NORTH AND EAST 0.5 MILE ALONG COUNTY HIGHWAY 39002 TO
 KV1746'A CEMETERY ON THE RIGHT, SOUTH, SIDE OF HIGHWAY AND MARK, 24.0
 KV1746'FEET SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY 39002, 11.0
 KV1746'FEET EAST OF THE CENTERLINE OF THE CEMTERY DRIVEWAY, 3.0 FEET EAST
 KV1746'OF THE WEST STONE GATE PILLAR, 2 INCHES EAST OF THE EAST GATE
 KV1746'PILLAR AND ABOUT 1.0 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  SET
 KV1746'IN TOP OF THE CONCRETE LANDING AT THE GATE INTO THE FRIENDSVILLE
 KV1746'CEMETERY, AT THE EAST STONE PILLAR OF AN ARCHWAY OVER A SIDEWALK
 KV1746'INTO THE CEMETERY.
 KV1746
 KV1746                          STATION RECOVERY (1964)
 KV1746
 KV1746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV1746'RECOVERED IN GOOD CONDITION.
 KV1746
 KV1746                          STATION RECOVERY (1993)
 KV1746
 KV1746'RECOVERY NOTE BY PA DEPT OF TRANSP 1993
 KV1746'RECOVERED IN GOOD CONDITION.
 KV1746
 KV1746                          STATION RECOVERY (2002)
 KV1746
 KV1746'RECOVERY NOTE BY US POWER SQUADRON 2002 (NCS)
 KV1746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1657 ***********************************************************************
 KV1657  DESIGNATION -  E 269
 KV1657  PID         -  KV1657
 KV1657  STATE/COUNTY-  PA/NORTHAMPTON
 KV1657  USGS QUAD   -  CATASAUQUA (1992)
 KV1657
 KV1657                         *CURRENT SURVEY CONTROL
 KV1657  ___________________________________________________________________
 KV1657* NAD 83(1986)-  40 37 47.     (N)    075 23 43.     (W)     SCALED    
 KV1657* NAVD 88     -        87.733  (meters)     287.84   (feet)  ADJUSTED  
 KV1657  ___________________________________________________________________
 KV1657  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 KV1657  DYNAMIC HT  -          87.691 (meters)     287.70  (feet)  COMP
 KV1657  MODELED GRAV-     980,143.0   (mgal)                       NAVD 88
 KV1657
 KV1657  VERT ORDER  -  SECOND    CLASS 0
 KV1657
 KV1657.The horizontal coordinates were scaled from a topographic map and have
 KV1657.an estimated accuracy of +/- 6 seconds.
 KV1657
 KV1657.The orthometric height was determined by differential leveling
 KV1657.and adjusted by the National Geodetic Survey in June 1991..
 KV1657
 KV1657.The geoid height was determined by GEOID03.
 KV1657
 KV1657.The dynamic height is computed by dividing the NAVD 88
 KV1657.geopotential number by the normal gravity value computed on the
 KV1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1657.degrees latitude (g = 980.6199 gals.).
 KV1657
 KV1657.The modeled gravity was interpolated from observed gravity values.
 KV1657
 KV1657;                    North         East    Units  Estimated Accuracy
 KV1657;SPC PA S     -   146,600.      799,190.      MT  (+/- 180 meters Scaled)
 KV1657
 KV1657                          SUPERSEDED SURVEY CONTROL
 KV1657
 KV1657  NGVD 29 (??/??/??)   87.946  (m)          288.54   (f) ADJUSTED    2 0
 KV1657
 KV1657.Superseded values are not recommended for survey control.
 KV1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1657.See file dsdata.txt to determine how the superseded data were derived.
 KV1657
 KV1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK665977(NAD 83)
 KV1657_MARKER: DB = BENCH MARK DISK
 KV1657_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1657_SP_SET: CONC WALKWAY
 KV1657_STAMPING: E 269 1960
 KV1657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1657
 KV1657  HISTORY     - Date     Condition        Report By
 KV1657  HISTORY     - 1960     MONUMENTED       CGS
 KV1657  HISTORY     - 1984     GOOD             USPSQD
 KV1657  HISTORY     - 20060227 GOOD             PADT
 KV1657
 KV1657                          STATION DESCRIPTION
 KV1657
 KV1657'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV1657'AT BETHLEHEM.
 KV1657'AT BETHLEHEM, ALONG EIGHT AVENUE, 0.2 MILE NORTH ALONG EIGHT
 KV1657'AVENUE FROM THE NITCHMAN JUNIOR HIGH SCHOOL, SET ON TOP OF
 KV1657'THE NORTH END OF THE WEST CONCRETE WALKWAY OF A 40-FOOT LONG
 KV1657'CONCRETE BRIDGE OVER A RAILROAD, 22.8 FEET WEST OF THE CENTER
 KV1657'LINE OF EIGHT AVENUE, 0.3 FOOT SOUTH OF THE NORTH END OF THE
 KV1657'WALKWAY AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 KV1657
 KV1657                          STATION RECOVERY (1984)
 KV1657
 KV1657'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV1657'RECOVERED IN GOOD CONDITION.
 KV1657
 KV1657                          STATION RECOVERY (2006)
 KV1657
 KV1657'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (SQ)
 KV1657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1658 ***********************************************************************
 KV1658  DESIGNATION -  E 269 PADH RESET 1967
 KV1658  PID         -  KV1658
 KV1658  STATE/COUNTY-  PA/NORTHAMPTON
 KV1658  USGS QUAD   -  CATASAUQUA (1992)
 KV1658
 KV1658                         *CURRENT SURVEY CONTROL
 KV1658  ___________________________________________________________________
 KV1658* NAD 83(1986)-  40 37 47.     (N)    075 23 43.     (W)     SCALED    
 KV1658* NAVD 88     -        87.90   (+/-2cm)     288.4    (feet)  VERTCON   
 KV1658  ___________________________________________________________________
 KV1658  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 KV1658
 KV1658  VERT ORDER  -  THIRD (See Below)
 KV1658
 KV1658.The horizontal coordinates were scaled from a topographic map and have
 KV1658.an estimated accuracy of +/- 6 seconds.
 KV1658
 KV1658.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV1658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV1658.The vertical order pertains to the NGVD 29 superseded value.
 KV1658
 KV1658.The geoid height was determined by GEOID03.
 KV1658
 KV1658;                    North         East    Units  Estimated Accuracy
 KV1658;SPC PA S     -   146,600.      799,190.      MT  (+/- 180 meters Scaled)
 KV1658
 KV1658                          SUPERSEDED SURVEY CONTROL
 KV1658
 KV1658  NGVD 29 (??/??/??)   88.11   (m)          289.1    (f) RESET       3  
 KV1658
 KV1658.Superseded values are not recommended for survey control.
 KV1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1658.See file dsdata.txt to determine how the superseded data were derived.
 KV1658
 KV1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK665977(NAD 83)
 KV1658_MARKER: DB = BENCH MARK DISK
 KV1658_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1658_SP_SET: ABUTMENT
 KV1658_STAMPING: E 269 RESET 1967
 KV1658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1658
 KV1658  HISTORY     - Date     Condition        Report By
 KV1658  HISTORY     - 1967     MONUMENTED       PADH
 KV1658  HISTORY     - 1973     GOOD             PADH
 KV1658  HISTORY     - 20020126 GOOD             USPSQD
 KV1658
 KV1658                          STATION DESCRIPTION
 KV1658
 KV1658'DESCRIBED BY PA DEPT OF HIGHWAYS 1967
 KV1658'AT BETHLEHEM.
 KV1658'AT BETHLEHEM, 0.3 MILE NORTH ALONG EIGHT AVENUE FROM THE
 KV1658'NITCHMAN JUNIOR HIGH SCHOOL, SET ON THE TOP OF THE SOUTHWEST
 KV1658'CORNER OF THE ABUTMENT OF A 27 FOOT RIGID FRAME BRIDGE CARRYING
 KV1658'EIGHTH AVENUE OVER A RAILROAD, 46.5 FEET WEST OF THE CENTER
 KV1658'LINE OF EIGHTH AVENUE AND ABOUT LEVEL WITH THE TOP OF ABUTMENT
 KV1658'WINGWALL.
 KV1658
 KV1658                          STATION RECOVERY (1973)
 KV1658
 KV1658'RECOVERY NOTE BY PA DEPT OF HIGHWAYS 1973
 KV1658'RECOVERED IN GOOD CONDITION.
 KV1658
 KV1658                          STATION RECOVERY (2002)
 KV1658
 KV1658'RECOVERY NOTE BY US POWER SQUADRON 2002 (NCS)
 KV1658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0302 ***********************************************************************
 MA0302  DESIGNATION -  E 27
 MA0302  PID         -  MA0302
 MA0302  STATE/COUNTY-  PA/POTTER
 MA0302  USGS QUAD   -  FIRST FORK (1989)
 MA0302
 MA0302                         *CURRENT SURVEY CONTROL
 MA0302  ___________________________________________________________________
 MA0302* NAD 83(1986)-  41 26 37.     (N)    078 02 45.     (W)     SCALED    
 MA0302* NAVD 88     -       289.912  (meters)     951.15   (feet)  ADJUSTED  
 MA0302  ___________________________________________________________________
 MA0302  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 MA0302  DYNAMIC HT  -         289.782 (meters)     950.73  (feet)  COMP
 MA0302  MODELED GRAV-     980,167.2   (mgal)                       NAVD 88
 MA0302
 MA0302  VERT ORDER  -  SECOND    CLASS 0
 MA0302
 MA0302.The horizontal coordinates were scaled from a topographic map and have
 MA0302.an estimated accuracy of +/- 6 seconds.
 MA0302
 MA0302.The orthometric height was determined by differential leveling
 MA0302.and adjusted by the National Geodetic Survey in June 1991..
 MA0302
 MA0302.The geoid height was determined by GEOID03.
 MA0302
 MA0302.The dynamic height is computed by dividing the NAVD 88
 MA0302.geopotential number by the normal gravity value computed on the
 MA0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0302.degrees latitude (g = 980.6199 gals.).
 MA0302
 MA0302.The modeled gravity was interpolated from observed gravity values.
 MA0302
 MA0302;                    North         East    Units  Estimated Accuracy
 MA0302;SPC PA N     -   141,850.      575,280.      MT  (+/- 180 meters Scaled)
 MA0302
 MA0302                          SUPERSEDED SURVEY CONTROL
 MA0302
 MA0302  NGVD 29 (??/??/92)  290.072  (m)          951.68   (f) ADJ UNCH    2 0
 MA0302
 MA0302.Superseded values are not recommended for survey control.
 MA0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0302.See file dsdata.txt to determine how the superseded data were derived.
 MA0302
 MA0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF467922(NAD 83)
 MA0302_MARKER: DB = BENCH MARK DISK
 MA0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0302_STAMPING: E 27 1934
 MA0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0302+STABILITY: SURFACE MOTION
 MA0302
 MA0302  HISTORY     - Date     Condition        Report By
 MA0302  HISTORY     - 1934     MONUMENTED       CGS
 MA0302
 MA0302                          STATION DESCRIPTION
 MA0302
 MA0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0302'7.8 MI S FROM WHARTON.
 MA0302'IN CAMERON COUNTY, ABOUT 7.8 MILES SOUTH ALONG THE BALTIMORE
 MA0302'AND OHIO RAILROAD FROM WHARTON, POTTER COUNTY, ABOUT 1,236 FEET
 MA0302'SOUTH OF MILEPOST 103, AT A HIGHWAY CROSSING, 23 FEET NORTH OF
 MA0302'THE CENTER LINE OF THE HIGHWAY, 10 FEET NORTH OF A CROSSING
 MA0302'SIGN, 16 FEET WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT
 MA0302'1-1/2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 MA0302'STAMPED E 27 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0814 ***********************************************************************
 JU0814  DESIGNATION -  E 270 PADH
 JU0814  PID         -  JU0814
 JU0814  STATE/COUNTY-  PA/DELAWARE
 JU0814  USGS QUAD   -  BRIDGEPORT (1995)
 JU0814
 JU0814                         *CURRENT SURVEY CONTROL
 JU0814  ___________________________________________________________________
 JU0814* NAD 83(1986)-  39 52 01.     (N)    075 20 27.     (W)     SCALED    
 JU0814* NAVD 88     -         5.258  (meters)      17.25   (feet)  POSTED    
 JU0814  ___________________________________________________________________
 JU0814  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU0814  DYNAMIC HT  -           5.260 (meters)      17.26  (feet)  COMP
 JU0814  MODELED GRAV-     980,172.3   (mgal)                       NAVD 88
 JU0814
 JU0814  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JU0814
 JU0814.The horizontal coordinates were scaled from a topographic map and have
 JU0814.an estimated accuracy of +/- 6 seconds.
 JU0814
 JU0814.The orthometric height was determined by differential leveling
 JU0814.and adjusted by the National Geodetic Survey in 1992..
 JU0814.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JU0814.rate of 0.0 thru 1.0 mm/km.
 JU0814
 JU0814.The geoid height was determined by GEOID03.
 JU0814
 JU0814.The dynamic height is computed by dividing the NAVD 88
 JU0814.geopotential number by the normal gravity value computed on the
 JU0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0814.degrees latitude (g = 980.6199 gals.).
 JU0814
 JU0814.The modeled gravity was interpolated from observed gravity values.
 JU0814
 JU0814;                    North         East    Units  Estimated Accuracy
 JU0814;SPC PA S     -    62,060.      806,100.      MT  (+/- 180 meters Scaled)
 JU0814
 JU0814                          SUPERSEDED SURVEY CONTROL
 JU0814
 JU0814  NGVD 29 (??/??/??)    5.601  (m)           18.38   (f) ADJUSTED    2 0
 JU0814
 JU0814.Superseded values are not recommended for survey control.
 JU0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0814.See file dsdata.txt to determine how the superseded data were derived.
 JU0814
 JU0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK708130(NAD 83)
 JU0814_MARKER: DB = BENCH MARK DISK
 JU0814_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0814_SP_SET: ABUTMENT
 JU0814_STAMPING: E 270 1961
 JU0814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0814
 JU0814  HISTORY     - Date     Condition        Report By
 JU0814  HISTORY     - 1961     MONUMENTED       PADH
 JU0814  HISTORY     - 1961     GOOD             CGS
 JU0814  HISTORY     - 20001118 GOOD             USPSQD
 JU0814
 JU0814                          STATION DESCRIPTION
 JU0814
 JU0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0814'AT CHESTER.
 JU0814'1 MILE EAST OF PENNSYLVANIA MILITARY COLLEGE.  SET IN TOP AND IN
 JU0814'THE NORTHEAST WINGWALL FOR THE EAST ABUTMENT OF A 60 FOOT BRIDGE
 JU0814'OVER CRUM CREEK, ACROSS THE STREET FROM BALDWIN LIMA-HAMILTON
 JU0814'CO-OPERATION EMPLOYMENT OFFICE, 33 FEET NORTH OF THE CENTERLINE
 JU0814'OF CHESTER PIKE WHICH IS U.S. HIGHWAY 13, AND ABOUT LEVEL WITH
 JU0814'THE HIGHWAY.
 JU0814
 JU0814                          STATION RECOVERY (2000)
 JU0814
 JU0814'RECOVERY NOTE BY US POWER SQUADRON 2000 (JF)
 JU0814'PENNSYLVANIA MILITARY COLLEGE HAS CHANGED ITS NAME TO WIDNER
 JU0814'UNIVERSITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0095 ***********************************************************************
 MB0095  DESIGNATION -  E 271
 MB0095  PID         -  MB0095
 MB0095  STATE/COUNTY-  PA/CRAWFORD
 MB0095  USGS QUAD   -  MEADVILLE (1990)
 MB0095
 MB0095                         *CURRENT SURVEY CONTROL
 MB0095  ___________________________________________________________________
 MB0095* NAD 83(1986)-  41 40 15.     (N)    080 13 37.     (W)     SCALED    
 MB0095* NAVD 88     -       345.412  (meters)    1133.24   (feet)  ADJUSTED  
 MB0095  ___________________________________________________________________
 MB0095  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 MB0095  DYNAMIC HT  -         345.269 (meters)    1132.77  (feet)  COMP
 MB0095  MODELED GRAV-     980,201.3   (mgal)                       NAVD 88
 MB0095
 MB0095  VERT ORDER  -  SECOND    CLASS 0
 MB0095
 MB0095.The horizontal coordinates were scaled from a topographic map and have
 MB0095.an estimated accuracy of +/- 6 seconds.
 MB0095
 MB0095.The orthometric height was determined by differential leveling
 MB0095.and adjusted by the National Geodetic Survey in June 1991..
 MB0095
 MB0095.The geoid height was determined by GEOID03.
 MB0095
 MB0095.The dynamic height is computed by dividing the NAVD 88
 MB0095.geopotential number by the normal gravity value computed on the
 MB0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0095.degrees latitude (g = 980.6199 gals.).
 MB0095
 MB0095.The modeled gravity was interpolated from observed gravity values.
 MB0095
 MB0095;                    North         East    Units  Estimated Accuracy
 MB0095;SPC PA N     -   169,990.      393,760.      MT  (+/- 180 meters Scaled)
 MB0095
 MB0095                          SUPERSEDED SURVEY CONTROL
 MB0095
 MB0095  NGVD 29 (??/??/92)  345.582  (m)         1133.80   (f) ADJ UNCH    2 0
 MB0095
 MB0095.Superseded values are not recommended for survey control.
 MB0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0095.See file dsdata.txt to determine how the superseded data were derived.
 MB0095
 MB0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG643135(NAD 83)
 MB0095_MARKER: DD = SURVEY DISK
 MB0095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0095_SP_SET: BRIDGE
 MB0095_STAMPING: E 271
 MB0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0095
 MB0095  HISTORY     - Date     Condition        Report By
 MB0095  HISTORY     - UNK      MONUMENTED       PADH
 MB0095  HISTORY     - 1961     GOOD             NGS
 MB0095  HISTORY     - 20000801 GOOD             PADT
 MB0095
 MB0095                          STATION DESCRIPTION
 MB0095
 MB0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 MB0095'5 MI NW FROM MEADVILLE.
 MB0095'ABOUT 0.45 MILE WEST ALONG U.S. HIGHWAYS 6 AND 322 FROM THEIR
 MB0095'JUNCTION AT THE STATE HIGHWAY DEPARTMENT BUILDING AT THE SOUTH
 MB0095'EDGE OF MEADVILLE, THENCE 1.25 MILES NORTHWEST ALONG TOWNSHIP
 MB0095'ROAD 487 TO THE INTERSECTION OF TOWNSHIP ROAD 514, THENCE 0.7
 MB0095'MILE NORTHWEST ALONG TOWNSHIP ROAD 514 TO THE JUNCTION OF STATE
 MB0095'HIGHWAY 98, THENCE 2.6 MILE NORTH ALONG STATE HIGHWAY 98, 18.0
 MB0095'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 98 AND BRIDGE NO.
 MB0095'250+74.  SET IN TOP OF THE SOUTHEAST WINGWALL OF A 15.0 FOOT
 MB0095'LONG CONCRETE BOX BRIDGE NO. 250+74 OVER A SMALL STREAM AND
 MB0095'UNDER STATE HIGHWAY 98.
 MB0095
 MB0095                          STATION RECOVERY (2000)
 MB0095
 MB0095'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 MB0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0136 ***********************************************************************
 MB0136  DESIGNATION -  E 272
 MB0136  PID         -  MB0136
 MB0136  STATE/COUNTY-  PA/ERIE
 MB0136  USGS QUAD   -  EDINBORO SOUTH (1975)
 MB0136
 MB0136                         *CURRENT SURVEY CONTROL
 MB0136  ___________________________________________________________________
 MB0136* NAD 83(1986)-  41 52 13.     (N)    080 09 54.     (W)     SCALED    
 MB0136* NAVD 88     -       441.348  (meters)    1447.99   (feet)  ADJUSTED  
 MB0136  ___________________________________________________________________
 MB0136  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 MB0136  DYNAMIC HT  -         441.173 (meters)    1447.42  (feet)  COMP
 MB0136  MODELED GRAV-     980,211.1   (mgal)                       NAVD 88
 MB0136
 MB0136  VERT ORDER  -  SECOND    CLASS 0
 MB0136
 MB0136.The horizontal coordinates were scaled from a topographic map and have
 MB0136.an estimated accuracy of +/- 6 seconds.
 MB0136
 MB0136.The orthometric height was determined by differential leveling
 MB0136.and adjusted by the National Geodetic Survey in June 1991..
 MB0136
 MB0136.The geoid height was determined by GEOID03.
 MB0136
 MB0136.The dynamic height is computed by dividing the NAVD 88
 MB0136.geopotential number by the normal gravity value computed on the
 MB0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0136.degrees latitude (g = 980.6199 gals.).
 MB0136
 MB0136.The modeled gravity was interpolated from observed gravity values.
 MB0136
 MB0136;                    North         East    Units  Estimated Accuracy
 MB0136;SPC PA N     -   191,990.      399,540.      MT  (+/- 180 meters Scaled)
 MB0136
 MB0136                          SUPERSEDED SURVEY CONTROL
 MB0136
 MB0136  NGVD 29 (??/??/92)  441.521  (m)         1448.56   (f) ADJ UNCH    2 0
 MB0136
 MB0136.Superseded values are not recommended for survey control.
 MB0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0136.See file dsdata.txt to determine how the superseded data were derived.
 MB0136
 MB0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG692357(NAD 83)
 MB0136_MARKER: DB = BENCH MARK DISK
 MB0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0136_STAMPING: E 272 1961
 MB0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0136+STABILITY: SURFACE MOTION
 MB0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB0136+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 MB0136
 MB0136  HISTORY     - Date     Condition        Report By
 MB0136  HISTORY     - 1961     MONUMENTED       CGS
 MB0136  HISTORY     - 1967     GOOD             NGS
 MB0136  HISTORY     - 20060520 GOOD             USPSQD
 MB0136
 MB0136                          STATION DESCRIPTION
 MB0136
 MB0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0136'9.9 MI NW FROM VENANGO.
 MB0136'ABOUT 2.8 MILES WEST ALONG COUNTY HIGHWAY 20057 FROM THE JUNCTION
 MB0136'OF U.S. HIGHWAY 19 AND COUNTY HIGHWAY 20057 AT THE WEST EDGE OF
 MB0136'VENANGO, THENCE 4.49 MILES NORTH ALONG COUNTY HIGHWAY 20058,
 MB0136'THENCE 1.0 MILE NORTH ALONG TOWNSHIP ROAD 570, THENCE 1.57 MILES
 MB0136'NORTH ALONG TOWNSHIP ROAD 448.  ALSO 0.1 MILE NORTH ALONG STATE
 MB0136'HIGHWAY 99 TO THE JUNCTION OF U.S. HIGHWAY 6 NORTH FROM THE POST
 MB0136'OFFICE IN EDINBORO, THENCE 2.0 MILES WEST ALONG U.S. HIGHWAY 6 N,
 MB0136'THENCE 0.69 MILE SOUTH ALONG TOWNSHIP ROAD 448, 44.0 FEET EAST
 MB0136'OF THE CENTERLINE OF TOWNSHIP ROAD 448 AND 4.0 FEET EAST OF AN
 MB0136'8-INCH SQUARE CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES ABOVE
 MB0136'THE SURFACE OF THE GROUND AND ABOUT 12 INCHES BELOW THE LEVEL
 MB0136'OF THE ROAD SURFACE.
 MB0136
 MB0136                          STATION RECOVERY (1967)
 MB0136
 MB0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MB0136'RECOVERED IN GOOD CONDITION.
 MB0136
 MB0136                          STATION RECOVERY (2006)
 MB0136
 MB0136'RECOVERY NOTE BY US POWER SQUADRON 2006 (VD)
 MB0136'THE MARK CAN BE FOUND EASIER BY GOING TO 12561 FRY ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1732 ***********************************************************************
 MB1732  DESIGNATION -  E 273 RESET
 MB1732  PID         -  MB1732
 MB1732  STATE/COUNTY-  PA/ERIE
 MB1732  USGS QUAD   -  ALBION (1990)
 MB1732
 MB1732                         *CURRENT SURVEY CONTROL
 MB1732  ___________________________________________________________________
 MB1732* NAD 83(1986)-  41 58 17.     (N)    080 19 05.     (W)     SCALED    
 MB1732* NAVD 88     -       263.86   (+/-2cm)     865.7    (feet)  VERTCON   
 MB1732  ___________________________________________________________________
 MB1732  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 MB1732
 MB1732  VERT ORDER  -  THIRD (See Below)
 MB1732
 MB1732.The horizontal coordinates were scaled from a topographic map and have
 MB1732.an estimated accuracy of +/- 6 seconds.
 MB1732
 MB1732.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1732.The vertical order pertains to the NGVD 29 superseded value.
 MB1732
 MB1732.The geoid height was determined by GEOID03.
 MB1732
 MB1732;                    North         East    Units  Estimated Accuracy
 MB1732;SPC PA N     -   203,580.      387,170.      MT  (+/- 180 meters Scaled)
 MB1732
 MB1732                          SUPERSEDED SURVEY CONTROL
 MB1732
 MB1732  NGVD 29 (02/24/03)  264.05   (m)          866.3    (f) RESET       3  
 MB1732
 MB1732.Superseded values are not recommended for survey control.
 MB1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1732.See file dsdata.txt to determine how the superseded data were derived.
 MB1732
 MB1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG565468(NAD 83)
 MB1732_MARKER: DB = BENCH MARK DISK
 MB1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1732_STAMPING: E 273 RESET 1975
 MB1732_PROJECTION: PROJECTING 10 CENTIMETERS
 MB1732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1732+STABILITY: SURFACE MOTION
 MB1732
 MB1732  HISTORY     - Date     Condition        Report By
 MB1732  HISTORY     - 1975     MONUMENTED       NGS
 MB1732
 MB1732                          STATION DESCRIPTION
 MB1732
 MB1732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 MB1732'4.35 MI SE FROM GIRARD.
 MB1732'1.4 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE IN
 MB1732'GIRARD TO THE JUNCTION OF STATE HIGHWAY 18, THENCE 2.05 MILES
 MB1732'SOUTH ALONG STATE HIGHWAY 18 TO THE INTERCHANGE BRIDGE OVER
 MB1732'I-90, THENCE 0.9 MILE EAST ALONG I-90, 100 FEET
 MB1732'NORTHEAST OF A CULVERT, 73 FEET NORTH OF THE CENTER OF THE
 MB1732'WESTBOUND LANE OF INTERSTATE HIGHWAY 90, 16 FEET SOUTH OF A
 MB1732'RIGHT-OF-WAY FENCE, AND A HIGHWAY MILE MARKER 10-46.
 MB1732'THE MARK IS 2 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0068 ***********************************************************************
 ND0068  DESIGNATION -  E 274
 ND0068  PID         -  ND0068
 ND0068  STATE/COUNTY-  PA/ERIE
 ND0068  USGS QUAD   -  ERIE SOUTH (1996)
 ND0068
 ND0068                         *CURRENT SURVEY CONTROL
 ND0068  ___________________________________________________________________
 ND0068* NAD 83(1986)-  42 04 12.     (N)    080 02 24.     (W)     SCALED    
 ND0068* NAVD 88     -       336.087  (meters)    1102.65   (feet)  ADJUSTED  
 ND0068  ___________________________________________________________________
 ND0068  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 ND0068  DYNAMIC HT  -         335.960 (meters)    1102.23  (feet)  COMP
 ND0068  MODELED GRAV-     980,234.7   (mgal)                       NAVD 88
 ND0068
 ND0068  VERT ORDER  -  SECOND    CLASS 0
 ND0068
 ND0068.The horizontal coordinates were scaled from a topographic map and have
 ND0068.an estimated accuracy of +/- 6 seconds.
 ND0068
 ND0068.The orthometric height was determined by differential leveling
 ND0068.and adjusted by the National Geodetic Survey in June 1991..
 ND0068
 ND0068.The geoid height was determined by GEOID03.
 ND0068
 ND0068.The dynamic height is computed by dividing the NAVD 88
 ND0068.geopotential number by the normal gravity value computed on the
 ND0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0068.degrees latitude (g = 980.6199 gals.).
 ND0068
 ND0068.The modeled gravity was interpolated from observed gravity values.
 ND0068
 ND0068;                    North         East    Units  Estimated Accuracy
 ND0068;SPC PA N     -   213,890.      410,500.      MT  (+/- 180 meters Scaled)
 ND0068
 ND0068                          SUPERSEDED SURVEY CONTROL
 ND0068
 ND0068  NGVD 29 (??/??/92)  336.300  (m)         1103.34   (f) ADJ UNCH    2 0
 ND0068
 ND0068.Superseded values are not recommended for survey control.
 ND0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0068.See file dsdata.txt to determine how the superseded data were derived.
 ND0068
 ND0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG794579(NAD 83)
 ND0068_MARKER: DD = SURVEY DISK
 ND0068_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ND0068_SP_SET: BRIDGE
 ND0068_STAMPING: E 274
 ND0068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0068
 ND0068  HISTORY     - Date     Condition        Report By
 ND0068  HISTORY     - UNK      MONUMENTED       PADH
 ND0068  HISTORY     - 1961     GOOD             NGS
 ND0068
 ND0068                          STATION DESCRIPTION
 ND0068
 ND0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ND0068'5.7 MI SE FROM ERIE.
 ND0068'ABOUT 3.0 MILES SOUTH OF ERIE CITY LIMITS ALONG U.S. HIGHWAY 19
 ND0068'TO JUNCTION OF INTERSTATE HIGHWAY 90 AND U.S. HIGHWAY 19, THENCE
 ND0068'EAST ALONG INTERSTATE HIGHWAY 90 FOR 2.7 MILES, 22.0 FEET NORTH OF
 ND0068'THE WEST BOUND LANE OF TRAFFIC. IT IS SET IN THE NORTHEAST CORNER
 ND0068'OF A 150 FOOT LONG BRIDGE OVER STATE HIGHWAY 97, ABOUT 8 INCHES
 ND0068'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0069 ***********************************************************************
 ND0069  DESIGNATION -  E 274 PDH RESET 1977
 ND0069  PID         -  ND0069
 ND0069  STATE/COUNTY-  PA/ERIE
 ND0069  USGS QUAD   -  ERIE SOUTH (1996)
 ND0069
 ND0069                         *CURRENT SURVEY CONTROL
 ND0069  ___________________________________________________________________
 ND0069* NAD 83(1986)-  42 04 12.     (N)    080 02 24.     (W)     SCALED    
 ND0069* NAVD 88     -       336.96   (+/-2cm)    1105.5    (feet)  VERTCON   
 ND0069  ___________________________________________________________________
 ND0069  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 ND0069
 ND0069  VERT ORDER  -  THIRD (See Below)
 ND0069
 ND0069.The horizontal coordinates were scaled from a topographic map and have
 ND0069.an estimated accuracy of +/- 6 seconds.
 ND0069
 ND0069.The NAVD 88 height was computed by applying the VERTCON shift value to
 ND0069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ND0069.The vertical order pertains to the NGVD 29 superseded value.
 ND0069
 ND0069.The geoid height was determined by GEOID03.
 ND0069
 ND0069;                    North         East    Units  Estimated Accuracy
 ND0069;SPC PA N     -   213,890.      410,500.      MT  (+/- 180 meters Scaled)
 ND0069
 ND0069                          SUPERSEDED SURVEY CONTROL
 ND0069
 ND0069  NGVD 29 (02/24/03)  337.15   (m)         1106.1    (f) RESET       3  
 ND0069
 ND0069.Superseded values are not recommended for survey control.
 ND0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0069.See file dsdata.txt to determine how the superseded data were derived.
 ND0069
 ND0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG794579(NAD 83)
 ND0069_MARKER: DD = SURVEY DISK
 ND0069_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ND0069_SP_SET: BRIDGE BANISTER
 ND0069_STAMPING: E 274 PDH RESET 1977
 ND0069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0069
 ND0069  HISTORY     - Date     Condition        Report By
 ND0069  HISTORY     - 1977     MONUMENTED       PADT
 ND0069
 ND0069                          STATION DESCRIPTION
 ND0069
 ND0069'DESCRIBED BY PA DEPT OF TRANSP 1977
 ND0069'4 MI SSE FROM ERIE.
 ND0069'LOCATED 5.1 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 90 FROM ITS
 ND0069'JUNCTION WITH INTERSTATE HIGHWAY 79 IN THE SOUTH PART OF ERIE,
 ND0069'19 FEET SOUTHEAST OF THE CENTER OF THE WEST BOUND LANE OF INTERSTATE
 ND0069'HIGHWAY 90, 11 FEET NORTHEAST OF THE MOST SOUTHWEST EDGE OF THE
 ND0069'BANISTER, 1 FOOT NORTHEAST OF THE FIRST EXPANSION JOINT, A
 ND0069'PENNSYLVANIA DEPARTMENT OF TRANSPORTATION DISK SET IN THE SOUTHWEST
 ND0069'PART OF THE SOUTH BANISTER FOR A BRIDGE ALONG THE WEST BOUND LANE
 ND0069'OF INTERSTATE HIGHWAY 90. 3 FEET ABOVE THE INTERSTATE HIGHWAY 90.
 ND0069'0.6 MILES NE OF BENCH MARK D 274 PDH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0623 ***********************************************************************
 NC0623  DESIGNATION -  E 275
 NC0623  PID         -  NC0623
 NC0623  STATE/COUNTY-  PA/ERIE
 NC0623  USGS QUAD   -  NORTH EAST (1996)
 NC0623
 NC0623                         *CURRENT SURVEY CONTROL
 NC0623  ___________________________________________________________________
 NC0623* NAD 83(1986)-  42 12 55.     (N)    079 49 23.     (W)     SCALED    
 NC0623* NAVD 88     -       248.750  (meters)     816.11   (feet)  ADJUSTED  
 NC0623  ___________________________________________________________________
 NC0623  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 NC0623  DYNAMIC HT  -         248.662 (meters)     815.82  (feet)  COMP
 NC0623  MODELED GRAV-     980,261.9   (mgal)                       NAVD 88
 NC0623
 NC0623  VERT ORDER  -  FIRST     CLASS II
 NC0623
 NC0623.The horizontal coordinates were scaled from a topographic map and have
 NC0623.an estimated accuracy of +/- 6 seconds.
 NC0623
 NC0623.The orthometric height was determined by differential leveling
 NC0623.and adjusted by the National Geodetic Survey in June 1991..
 NC0623
 NC0623.The geoid height was determined by GEOID03.
 NC0623
 NC0623.The dynamic height is computed by dividing the NAVD 88
 NC0623.geopotential number by the normal gravity value computed on the
 NC0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0623.degrees latitude (g = 980.6199 gals.).
 NC0623
 NC0623.The modeled gravity was interpolated from observed gravity values.
 NC0623
 NC0623;                    North         East    Units  Estimated Accuracy
 NC0623;SPC PA N     -   229,570.      428,830.      MT  (+/- 180 meters Scaled)
 NC0623
 NC0623                          SUPERSEDED SURVEY CONTROL
 NC0623
 NC0623  NGVD 29 (06/03/92)  248.919  (m)          816.66   (f) ADJUSTED    1 2
 NC0623
 NC0623.Superseded values are not recommended for survey control.
 NC0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0623.See file dsdata.txt to determine how the superseded data were derived.
 NC0623
 NC0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG971743(NAD 83)
 NC0623_MARKER: DB = BENCH MARK DISK
 NC0623_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0623_SP_SET: CONCRETE BLOCK
 NC0623_STAMPING: E 275 1961
 NC0623_MARK LOGO: CGS   
 NC0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0623
 NC0623  HISTORY     - Date     Condition        Report By
 NC0623  HISTORY     - 1961     MONUMENTED       CGS
 NC0623  HISTORY     - 1983     GOOD             NGS
 NC0623
 NC0623                          STATION DESCRIPTION
 NC0623
 NC0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 NC0623'IN NORTHEAST.
 NC0623'ABOUT 0.2 MILE EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 NC0623'ELECTRIC MATERIAL COMPANY IN THE EAST EDGE OF NORTHEAST.  IT IS ABOUT
 NC0623'300 FEET WEST OF MILEPOST 72, 65 FEET WEST OF CENTER OF A GRAVELED
 NC0623'ROAD, 19.4 FEET SOUTH OF TELEGRAPH POLE NO. 311, 9.0 FEET NORTH OF THE
 NC0623'NORTH RAIL, AND ABOUT 6 INCHES LOWER THAN THE RAIL.  THE MARK IS SET
 NC0623'IN A DRILL HOLE IN TOP OF A CONCRETE BLOCK.
 NC0623
 NC0623                          STATION RECOVERY (1983)
 NC0623
 NC0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NC0623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0757 ***********************************************************************
 JU0757  DESIGNATION -  E 276 PADH
 JU0757  PID         -  JU0757
 JU0757  STATE/COUNTY-  PA/PHILADELPHIA
 JU0757  USGS QUAD   -  PHILADELPHIA (1994)
 JU0757
 JU0757                         *CURRENT SURVEY CONTROL
 JU0757  ___________________________________________________________________
 JU0757* NAD 83(1986)-  39 53 32.     (N)    075 13 33.     (W)     SCALED    
 JU0757* NAVD 88     -         1.565  (meters)       5.13   (feet)  ADJUSTED  
 JU0757  ___________________________________________________________________
 JU0757  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JU0757  DYNAMIC HT  -           1.565 (meters)       5.13  (feet)  COMP
 JU0757  MODELED GRAV-     980,181.2   (mgal)                       NAVD 88
 JU0757
 JU0757  VERT ORDER  -  FIRST     CLASS I
 JU0757
 JU0757.The horizontal coordinates were scaled from a topographic map and have
 JU0757.an estimated accuracy of +/- 6 seconds.
 JU0757
 JU0757.The orthometric height was determined by differential leveling
 JU0757.and adjusted by the National Geodetic Survey in June 1991..
 JU0757
 JU0757.The geoid height was determined by GEOID03.
 JU0757
 JU0757.The dynamic height is computed by dividing the NAVD 88
 JU0757.geopotential number by the normal gravity value computed on the
 JU0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0757.degrees latitude (g = 980.6199 gals.).
 JU0757
 JU0757.The modeled gravity was interpolated from observed gravity values.
 JU0757
 JU0757;                    North         East    Units  Estimated Accuracy
 JU0757;SPC PA S     -    65,140.      815,860.      MT  (+/- 180 meters Scaled)
 JU0757
 JU0757                          SUPERSEDED SURVEY CONTROL
 JU0757
 JU0757  NGVD 29 (??/??/??)    1.873  (m)            6.14   (f) ADJUSTED    1 1
 JU0757
 JU0757.Superseded values are not recommended for survey control.
 JU0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0757.See file dsdata.txt to determine how the superseded data were derived.
 JU0757
 JU0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK806158(NAD 83)
 JU0757_MARKER: DD = SURVEY DISK
 JU0757_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0757_SP_SET: CULVERT
 JU0757_STAMPING: E 276 1961
 JU0757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0757
 JU0757  HISTORY     - Date     Condition        Report By
 JU0757  HISTORY     - 1961     MONUMENTED       PADH
 JU0757  HISTORY     - 1963     GOOD             CGS
 JU0757  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0757
 JU0757                          STATION DESCRIPTION
 JU0757
 JU0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0757'IN PHILADELPHIA.
 JU0757'AT PHILADELPHIA, ABOUT 100 YARDS NORTHWEST OF WEST END OF PENROSE
 JU0757'BRIDGE OVER THE SCHUYLKILL RIVER, SET ON TOP OF THE SOUTHWEST
 JU0757'WING WALL FOR THE SOUTH HEAD WALL FOR A 15-FOOT CONCRETE CULVERT
 JU0757'UNDER AN ACCESS ROAD FOR BRIDGE (THIS ROAD LEADS UNDER THE BRIDGE
 JU0757'AND TOWARD FORT MIFFLIN), 39 FEET SOUTH OF CENTER LINE OF ACESS
 JU0757'ROAD, AND ABOUT 6 FEET BELOW LEVEL OF ROAD.
 JU0757
 JU0757                          STATION RECOVERY (1979)
 JU0757
 JU0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0767 ***********************************************************************
 JU0767  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0767  DESIGNATION -  E 277
 JU0767  PID         -  JU0767
 JU0767  STATE/COUNTY-  PA/DELAWARE
 JU0767  USGS QUAD   -  BRIDGEPORT (1995)
 JU0767
 JU0767                         *CURRENT SURVEY CONTROL
 JU0767  ___________________________________________________________________
 JU0767* NAD 83(1986)-  39 51 58.     (N)    075 18 48.     (W)     SCALED    
 JU0767* NAVD 88     -         8.606  (meters)      28.23   (feet)  ADJUSTED  
 JU0767  ___________________________________________________________________
 JU0767  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU0767  DYNAMIC HT  -           8.602 (meters)      28.22  (feet)  COMP
 JU0767  MODELED GRAV-     980,174.2   (mgal)                       NAVD 88
 JU0767
 JU0767  VERT ORDER  -  FIRST     CLASS II
 JU0767
 JU0767.The horizontal coordinates were scaled from a topographic map and have
 JU0767.an estimated accuracy of +/- 6 seconds.
 JU0767
 JU0767.The orthometric height was determined by differential leveling
 JU0767.and adjusted by the National Geodetic Survey in June 1991..
 JU0767
 JU0767.This Tidal Bench Mark is designated as VM 2905
 JU0767.by the Center for Operational Oceanographic Products and Services.
 JU0767
 JU0767.The geoid height was determined by GEOID03.
 JU0767
 JU0767.The dynamic height is computed by dividing the NAVD 88
 JU0767.geopotential number by the normal gravity value computed on the
 JU0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0767.degrees latitude (g = 980.6199 gals.).
 JU0767
 JU0767.The modeled gravity was interpolated from observed gravity values.
 JU0767
 JU0767;                    North         East    Units  Estimated Accuracy
 JU0767;SPC PA S     -    62,030.      808,460.      MT  (+/- 180 meters Scaled)
 JU0767
 JU0767                          SUPERSEDED SURVEY CONTROL
 JU0767
 JU0767  NGVD 29 (01/10/92)    8.902  (m)           29.21   (f) ADJUSTED    1 2
 JU0767
 JU0767.Superseded values are not recommended for survey control.
 JU0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0767.See file dsdata.txt to determine how the superseded data were derived.
 JU0767
 JU0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK732129(NAD 83)
 JU0767_MARKER: DB = BENCH MARK DISK
 JU0767_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU0767_SP_SET: ABUTMENT
 JU0767_STAMPING: E 277 1961
 JU0767_MARK LOGO: CGS   
 JU0767_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0767_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0767+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2000
 JU0767
 JU0767  HISTORY     - Date     Condition        Report By
 JU0767  HISTORY     - 1961     MONUMENTED       PADH
 JU0767  HISTORY     - 1963     GOOD             CGS
 JU0767  HISTORY     - 1979     GOOD             NGS
 JU0767  HISTORY     - 19950124 GOOD             NJGS
 JU0767  HISTORY     - 20001003 GOOD             USPSQD
 JU0767
 JU0767                          STATION DESCRIPTION
 JU0767
 JU0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0767'0.7 MI W FROM ESSINGTON.
 JU0767'0.7 MILE WEST ALONG STATE HIGHWAY 291 FROM THE INTERSECTION OF
 JU0767'WANAMAKER AVENUE AT ESSINGTON, AT THE HIGHWAY BRIDGE OVER DARBY
 JU0767'CREEK, ABOUT 200 FEET EAST OF THE JUNCTION OF SELLERS AVENUE AND
 JU0767'THE HIGHWAY, SET ON TOP OF THE SOUTH END OF THE WEST CONCRETE
 JU0767'BRIDGE ABUTMENT, 165 FEET EAST POWER POLE 2300, 30 FEET SOUTH OF
 JU0767'CENTER OF TRAFFIC ISLAND IN CENTER LINE OF HIGHWAY, AND ABOUT
 JU0767'LEVEL WITH HIGHWAY.
 JU0767
 JU0767                          STATION RECOVERY (1979)
 JU0767
 JU0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0767'RECOVERED IN GOOD CONDITION.
 JU0767
 JU0767                          STATION RECOVERY (1995)
 JU0767
 JU0767'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0767'RECOVERED AS DESCRIBED.
 JU0767
 JU0767                          STATION RECOVERY (2000)
 JU0767
 JU0767'RECOVERY NOTE BY US POWER SQUADRON 2000 (SAL)
 JU0767'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0893 ***********************************************************************
 JU0893  DESIGNATION -  E 278
 JU0893  PID         -  JU0893
 JU0893  STATE/COUNTY-  PA/PHILADELPHIA
 JU0893  USGS QUAD   -  PHILADELPHIA (1994)
 JU0893
 JU0893                         *CURRENT SURVEY CONTROL
 JU0893  ___________________________________________________________________
 JU0893* NAD 83(1986)-  39 52 54.     (N)    075 13 41.     (W)     SCALED    
 JU0893* NAVD 88     -         3.355  (meters)      11.01   (feet)  ADJUSTED  
 JU0893  ___________________________________________________________________
 JU0893  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JU0893  DYNAMIC HT  -           3.353 (meters)      11.00  (feet)  COMP
 JU0893  MODELED GRAV-     980,181.4   (mgal)                       NAVD 88
 JU0893
 JU0893  VERT ORDER  -  SECOND    CLASS 0
 JU0893
 JU0893.The horizontal coordinates were scaled from a topographic map and have
 JU0893.an estimated accuracy of +/- 6 seconds.
 JU0893
 JU0893.The orthometric height was determined by differential leveling
 JU0893.and adjusted by the National Geodetic Survey in June 1991..
 JU0893
 JU0893.The geoid height was determined by GEOID03.
 JU0893
 JU0893.The dynamic height is computed by dividing the NAVD 88
 JU0893.geopotential number by the normal gravity value computed on the
 JU0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0893.degrees latitude (g = 980.6199 gals.).
 JU0893
 JU0893.The modeled gravity was interpolated from observed gravity values.
 JU0893
 JU0893;                    North         East    Units  Estimated Accuracy
 JU0893;SPC PA S     -    63,960.      815,700.      MT  (+/- 180 meters Scaled)
 JU0893
 JU0893                          SUPERSEDED SURVEY CONTROL
 JU0893
 JU0893  NGVD 29 (??/??/??)    3.714  (m)           12.19   (f) ADJUSTED    2 0
 JU0893
 JU0893.Superseded values are not recommended for survey control.
 JU0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0893.See file dsdata.txt to determine how the superseded data were derived.
 JU0893
 JU0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK805146(NAD 83)
 JU0893_MARKER: DB = BENCH MARK DISK
 JU0893_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0893_SP_SET: LOADING RAMP
 JU0893_STAMPING: E 278 1961
 JU0893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0893
 JU0893  HISTORY     - Date     Condition        Report By
 JU0893  HISTORY     - 1961     MONUMENTED       CGS
 JU0893  HISTORY     - 1973     GOOD             NGS
 JU0893  HISTORY     - 1977     MARK NOT FOUND   USGS
 JU0893
 JU0893                          STATION DESCRIPTION
 JU0893
 JU0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0893'AT PHILADELPHIA.
 JU0893'SET IN A LOADING RAMP (DOCK) ALONG THE SOUTHEAST SIDE OF THE
 JU0893'AIR NATIONAL GUARD HEADQUARTERS BUILDING, 111 FIGHTER GROUP HDO.
 JU0893'AT THE EAST CORNER OF THE RAMP, 4 FEET SOUTHEAST OF THE EAST
 JU0893'CORNER OF THE BUILDING, BUILDING ALSO HAS THE CONTROL TOWER FOR
 JU0893'THE AIR GUARD, 165 FEET SOUTHEAST OF THE MAIN ENTRANCE (DOOR) TO
 JU0893'THE BUILDING, 3 FEET ABOVE THE SIDEWALK.  AIR NATIONAL GUARD IS
 JU0893'AT THE NORTH EAST SIDE OF PHILADELPHIA INTERNATIONAL AIRPORT.
 JU0893
 JU0893                          STATION RECOVERY (1973)
 JU0893
 JU0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JU0893'RECOVERED IN GOOD CONDITION.
 JU0893
 JU0893                          STATION RECOVERY (1977)
 JU0893
 JU0893'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 JU0893'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1652 ***********************************************************************
 LY1652  DESIGNATION -  E 279
 LY1652  PID         -  LY1652
 LY1652  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1652  USGS QUAD   -  HARFORD (1992)
 LY1652
 LY1652                         *CURRENT SURVEY CONTROL
 LY1652  ___________________________________________________________________
 LY1652* NAD 83(1986)-  41 50 16.     (N)    075 40 55.     (W)     SCALED    
 LY1652* NAVD 88     -       489.678  (meters)    1606.55   (feet)  ADJUSTED  
 LY1652  ___________________________________________________________________
 LY1652  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 LY1652  DYNAMIC HT  -         489.492 (meters)    1605.94  (feet)  COMP
 LY1652  MODELED GRAV-     980,226.9   (mgal)                       NAVD 88
 LY1652
 LY1652  VERT ORDER  -  SECOND    CLASS 0
 LY1652
 LY1652.The horizontal coordinates were scaled from a topographic map and have
 LY1652.an estimated accuracy of +/- 6 seconds.
 LY1652
 LY1652.The orthometric height was determined by differential leveling
 LY1652.and adjusted by the National Geodetic Survey in June 1991..
 LY1652
 LY1652.The geoid height was determined by GEOID03.
 LY1652
 LY1652.The dynamic height is computed by dividing the NAVD 88
 LY1652.geopotential number by the normal gravity value computed on the
 LY1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1652.degrees latitude (g = 980.6199 gals.).
 LY1652
 LY1652.The modeled gravity was interpolated from observed gravity values.
 LY1652
 LY1652;                    North         East    Units  Estimated Accuracy
 LY1652;SPC PA N     -   187,640.      771,760.      MT  (+/- 180 meters Scaled)
 LY1652
 LY1652                          SUPERSEDED SURVEY CONTROL
 LY1652
 LY1652  NGVD 29 (??/??/92)  489.853  (m)         1607.13   (f) ADJ UNCH    2 0
 LY1652
 LY1652.Superseded values are not recommended for survey control.
 LY1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1652.See file dsdata.txt to determine how the superseded data were derived.
 LY1652
 LY1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM433319(NAD 83)
 LY1652_MARKER: DB = BENCH MARK DISK
 LY1652_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1652_SP_SET: CATCH BASIN
 LY1652_STAMPING: E 279 1961
 LY1652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1652
 LY1652  HISTORY     - Date     Condition        Report By
 LY1652  HISTORY     - 1961     MONUMENTED       CGS
 LY1652
 LY1652                          STATION DESCRIPTION
 LY1652
 LY1652'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1652'3.4 MI S FROM NEW MILFORD.
 LY1652'ABOUT 3.35 MILE SOUTH ALONG INTERSTATE HWY 81 FROM WHERE THE
 LY1652'INTERSTATE HWY CROSSES OVER STATE HWY 492 SOUTH EAST OF NEW
 LY1652'MILFORD, BM IS LOCATED ON THE WEST SIDE OF THE SOUTH BOUND LANE
 LY1652'OF THE INTERSTATE HWY IN HEADWALL OF A 5 FT X 3 FT CONCRETE
 LY1652'CATCH BASIN ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, 21
 LY1652'FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE, IN NORTH
 LY1652'END OF HEADWALL, STANDARD BENCH MARK DISK DRILLED IN HORIZONTAL,
 LY1652'STAMPED E 279 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0023 ***********************************************************************
 MA0023  DESIGNATION -  E 28
 MA0023  PID         -  MA0023
 MA0023  STATE/COUNTY-  PA/MCKEAN
 MA0023  USGS QUAD   -  PORT ALLEGANY (1983)
 MA0023
 MA0023                         *CURRENT SURVEY CONTROL
 MA0023  ___________________________________________________________________
 MA0023* NAD 83(1986)-  41 50 22.     (N)    078 18 13.     (W)     SCALED    
 MA0023* NAVD 88     -       447.817  (meters)    1469.21   (feet)  ADJUSTED  
 MA0023  ___________________________________________________________________
 MA0023  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 MA0023  DYNAMIC HT  -         447.636 (meters)    1468.62  (feet)  COMP
 MA0023  MODELED GRAV-     980,204.8   (mgal)                       NAVD 88
 MA0023
 MA0023  VERT ORDER  -  SECOND    CLASS 0
 MA0023
 MA0023.The horizontal coordinates were scaled from a topographic map and have
 MA0023.an estimated accuracy of +/- 6 seconds.
 MA0023
 MA0023.The orthometric height was determined by differential leveling
 MA0023.and adjusted by the National Geodetic Survey in June 1991..
 MA0023
 MA0023.The geoid height was determined by GEOID03.
 MA0023
 MA0023.The dynamic height is computed by dividing the NAVD 88
 MA0023.geopotential number by the normal gravity value computed on the
 MA0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0023.degrees latitude (g = 980.6199 gals.).
 MA0023
 MA0023.The modeled gravity was interpolated from observed gravity values.
 MA0023
 MA0023;                    North         East    Units  Estimated Accuracy
 MA0023;SPC PA N     -   185,920.      554,020.      MT  (+/- 180 meters Scaled)
 MA0023
 MA0023                          SUPERSEDED SURVEY CONTROL
 MA0023
 MA0023  NGVD 29 (??/??/92)  447.960  (m)         1469.68   (f) ADJ UNCH    2 0
 MA0023
 MA0023.Superseded values are not recommended for survey control.
 MA0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0023.See file dsdata.txt to determine how the superseded data were derived.
 MA0023
 MA0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG238354(NAD 83)
 MA0023_MARKER: DB = BENCH MARK DISK
 MA0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0023_STAMPING: E 28 1934
 MA0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0023+STABILITY: SURFACE MOTION
 MA0023
 MA0023  HISTORY     - Date     Condition        Report By
 MA0023  HISTORY     - 1934     MONUMENTED       CGS
 MA0023  HISTORY     - 20010925 MARK NOT FOUND   USPSQD
 MA0023
 MA0023                          STATION DESCRIPTION
 MA0023
 MA0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0023'2 MI N FROM PORT ALLEGANY.
 MA0023'2 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM PORT ALLEGANY,
 MA0023'MC KEAN COUNTY, ABOUT 2,208 FEET SOUTH OF MILEPOST 94, 30 FEET
 MA0023'NORTH OF A CATTLE CROSSING, 24 FEET WEST OF THE CENTER LINE OF
 MA0023'THE TRACK, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.  A
 MA0023'STANDARD DISK, STAMPED E 28 1934 AND SET IN THE TOP OF A CONCRETE
 MA0023'POST.  NOTE-- 2208 FEET SOUTH OF MILEPOST 94 IS
 MA0023'INCORRECT.  CORRECT DISTANCE SOUTH OF MILEPOST 27-94 IS 3128
 MA0023'FEET, AND BENCH MARK IS 2152 FEET NORTH OF MILEPOST 26-95.
 MA0023
 MA0023                          STATION RECOVERY (2001)
 MA0023
 MA0023'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1673 ***********************************************************************
 LY1673  DESIGNATION -  E 280
 LY1673  PID         -  LY1673
 LY1673  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1673  USGS QUAD   -  LENOXVILLE (1980)
 LY1673
 LY1673                         *CURRENT SURVEY CONTROL
 LY1673  ___________________________________________________________________
 LY1673* NAD 83(1986)-  41 41 05.     (N)    075 41 17.     (W)     SCALED    
 LY1673* NAVD 88     -       338.950  (meters)    1112.04   (feet)  ADJUSTED  
 LY1673  ___________________________________________________________________
 LY1673  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 LY1673  DYNAMIC HT  -         338.830 (meters)    1111.64  (feet)  COMP
 LY1673  MODELED GRAV-     980,256.4   (mgal)                       NAVD 88
 LY1673
 LY1673  VERT ORDER  -  SECOND    CLASS 0
 LY1673
 LY1673.The horizontal coordinates were scaled from a topographic map and have
 LY1673.an estimated accuracy of +/- 6 seconds.
 LY1673
 LY1673.The orthometric height was determined by differential leveling
 LY1673.and adjusted by the National Geodetic Survey in June 1991..
 LY1673
 LY1673.The geoid height was determined by GEOID03.
 LY1673
 LY1673.The dynamic height is computed by dividing the NAVD 88
 LY1673.geopotential number by the normal gravity value computed on the
 LY1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1673.degrees latitude (g = 980.6199 gals.).
 LY1673
 LY1673.The modeled gravity was interpolated from observed gravity values.
 LY1673
 LY1673;                    North         East    Units  Estimated Accuracy
 LY1673;SPC PA N     -   170,630.      771,650.      MT  (+/- 180 meters Scaled)
 LY1673
 LY1673                          SUPERSEDED SURVEY CONTROL
 LY1673
 LY1673  NGVD 29 (??/??/92)  339.151  (m)         1112.70   (f) ADJ UNCH    2 0
 LY1673
 LY1673.Superseded values are not recommended for survey control.
 LY1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1673.See file dsdata.txt to determine how the superseded data were derived.
 LY1673
 LY1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM427150(NAD 83)
 LY1673_MARKER: DB = BENCH MARK DISK
 LY1673_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1673_SP_SET: CATCH BASIN
 LY1673_STAMPING: E 280 1961
 LY1673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1673
 LY1673  HISTORY     - Date     Condition        Report By
 LY1673  HISTORY     - 1961     MONUMENTED       CGS
 LY1673
 LY1673                          STATION DESCRIPTION
 LY1673
 LY1673'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1673'2.6 MI S FROM LENOX.
 LY1673'ABOUT 2.55 MILE SOUTH ALONG INTERSTATE HWY 81 FROM WHERE THE
 LY1673'INTERSTATE HWY CROSSES OVER STATE HWY 92 AND U.S. 106 EAST OF
 LY1673'LENOX, BM IS SET ON NORTH WEST SIDE OF SOUTH BOUND LANE OF
 LY1673'INTERSTATE HWY, SET IN HEADWALL FOR 5 FT X 3 FT CONCRETE
 LY1673'CATCH BASIN, ABOUT 1 FOOT SOUTH WEST OF NORTH EAST END, 22 FEET
 LY1673'NORTH WEST OF CENTERLINE OF SOUTH BOUND LANE, ABOUT 1 FOOT BELOW
 LY1673'LEVEL OF HIGHWAY, STANDARD BENCH MARK DISK DRILLED IN HORIZONTAL,
 LY1673'STAMPED E 280 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1598 ***********************************************************************
 LY1598  DESIGNATION -  E 281
 LY1598  PID         -  LY1598
 LY1598  STATE/COUNTY-  PA/LACKAWANNA
 LY1598  USGS QUAD   -  MOSCOW (1976)
 LY1598
 LY1598                         *CURRENT SURVEY CONTROL
 LY1598  ___________________________________________________________________
 LY1598* NAD 83(1986)-  41 22 00.     (N)    075 34 35.     (W)     SCALED    
 LY1598* NAVD 88     -       480.428  (meters)    1576.20   (feet)  ADJUSTED  
 LY1598  ___________________________________________________________________
 LY1598  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 LY1598  DYNAMIC HT  -         480.220 (meters)    1575.52  (feet)  COMP
 LY1598  MODELED GRAV-     980,173.9   (mgal)                       NAVD 88
 LY1598
 LY1598  VERT ORDER  -  SECOND    CLASS 0
 LY1598
 LY1598.The horizontal coordinates were scaled from a topographic map and have
 LY1598.an estimated accuracy of +/- 6 seconds.
 LY1598
 LY1598.The orthometric height was determined by differential leveling
 LY1598.and adjusted by the National Geodetic Survey in June 1991..
 LY1598
 LY1598.The geoid height was determined by GEOID03.
 LY1598
 LY1598.The dynamic height is computed by dividing the NAVD 88
 LY1598.geopotential number by the normal gravity value computed on the
 LY1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1598.degrees latitude (g = 980.6199 gals.).
 LY1598
 LY1598.The modeled gravity was interpolated from observed gravity values.
 LY1598
 LY1598;                    North         East    Units  Estimated Accuracy
 LY1598;SPC PA N     -   135,550.      781,830.      MT  (+/- 180 meters Scaled)
 LY1598
 LY1598                          SUPERSEDED SURVEY CONTROL
 LY1598
 LY1598  NGVD 29 (??/??/92)  480.648  (m)         1576.93   (f) ADJ UNCH    2 0
 LY1598
 LY1598.Superseded values are not recommended for survey control.
 LY1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1598.See file dsdata.txt to determine how the superseded data were derived.
 LY1598
 LY1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL517796(NAD 83)
 LY1598_MARKER: DB = BENCH MARK DISK
 LY1598_SETTING: 80 = SET IN A BOULDER
 LY1598_SP_SET: BOULDER
 LY1598_STAMPING: E 281 1961
 LY1598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1598+STABILITY: SURFACE MOTION
 LY1598
 LY1598  HISTORY     - Date     Condition        Report By
 LY1598  HISTORY     - 1961     MONUMENTED       CGS
 LY1598  HISTORY     - 1974     GOOD             PADH
 LY1598
 LY1598                          STATION DESCRIPTION
 LY1598
 LY1598'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1598'6.6 MI E FROM MOSCOW.
 LY1598'2.9 MILE WEST ALONG STATE HWY 690 FROM THE JUNCTION OF STATE
 LY1598'690 AND U.S. 611 IN MOSCOW TO THE JUNCTION OF STATE 690 AND
 LY1598'STATE 307 THENCE 1.3 MILE NORTH WEST ALONG HWY 307 TO A GRAVEL
 LY1598'ROAD JUNCTION NORTH EAST, THENCE 1.25 MILE NORTH EASTERLY ON
 LY1598'GRAVEL ROAD (T 324) TO JUNCTION OF GRAVEL ROAD AND BLACKTOP ROAD
 LY1598'(COUNTY RD. 35008) THENCE 0.5 MILE NORTH EAST ON COUNTY RD 35008
 LY1598'TO JUNCTION OF GRAVEL ROAD NORTH (T 328), THENCE 0.6 MILE ON
 LY1598'GRAVEL ROAD TO JUNCTION OF GRAVEL ROAD AND SIGN BERRY HILL
 LY1598'GROVE, SET IN TOP OF A 2 FT X 3 FT BOULDER, 27 FEET SOUTH OF
 LY1598'THE CENTERLINE OF THE GRAVEL ROAD, 57 FEET SOUTH EAST OF THE
 LY1598'CENTER OF ROAD TO BERRY HILL GROVE (LOCKED CHAIN ACROSS ROAD)
 LY1598'ABOUT 6 FEET EAST OF THE CENTER OF WOODS ROAD, 42 FEET SOUTH EAST
 LY1598'OF SIGN BERRY HILL GROVE, ABOUT 0.1 MILE NORTH OF NORTH END OF A
 LY1598'SMALL LAKE, STANDARD BENCH MARK DISK DRILLED IN HORIZONTAL,
 LY1598'STAMPED E 281 1961.
 LY1598
 LY1598                          STATION RECOVERY (1974)
 LY1598
 LY1598'RECOVERY NOTE BY PA DEPT OF HIGHWAYS 1974
 LY1598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1272 ***********************************************************************
 LY1272  DESIGNATION -  E 282 PADH RESET 1967
 LY1272  PID         -  LY1272
 LY1272  STATE/COUNTY-  PA/MONROE
 LY1272  USGS QUAD   -  TOBYHANNA (1994)
 LY1272
 LY1272                         *CURRENT SURVEY CONTROL
 LY1272  ___________________________________________________________________
 LY1272* NAD 83(1986)-  41 10 58.     (N)    075 25 56.     (W)     SCALED    
 LY1272* NAVD 88     -       589.79   (+/-2cm)    1935.0    (feet)  VERTCON   
 LY1272  ___________________________________________________________________
 LY1272  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 LY1272
 LY1272  VERT ORDER  -  THIRD (See Below)
 LY1272
 LY1272.The horizontal coordinates were scaled from a topographic map and have
 LY1272.an estimated accuracy of +/- 6 seconds.
 LY1272
 LY1272.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY1272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY1272.The vertical order pertains to the NGVD 29 superseded value.
 LY1272
 LY1272.The geoid height was determined by GEOID03.
 LY1272
 LY1272;                    North         East    Units  Estimated Accuracy
 LY1272;SPC PA N     -   115,450.      794,440.      MT  (+/- 180 meters Scaled)
 LY1272
 LY1272                          SUPERSEDED SURVEY CONTROL
 LY1272
 LY1272  NGVD 29 (??/??/??)  589.97   (m)         1935.6    (f) RESET       3  
 LY1272
 LY1272.Superseded values are not recommended for survey control.
 LY1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1272.See file dsdata.txt to determine how the superseded data were derived.
 LY1272
 LY1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL637591(NAD 83)
 LY1272_MARKER: DB = BENCH MARK DISK
 LY1272_SETTING: 80 = SET IN A BOULDER
 LY1272_SP_SET: BOULDER
 LY1272_STAMPING: E 282 RESET 1967
 LY1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1272+STABILITY: SURFACE MOTION
 LY1272
 LY1272  HISTORY     - Date     Condition        Report By
 LY1272  HISTORY     - 1967     MONUMENTED       CGS
 LY1272
 LY1272                          STATION DESCRIPTION
 LY1272
 LY1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LY1272'1.5 MI NW FROM TOBYHANNA.
 LY1272'APPROXIMATELY 1 MILE NORTHWEST OF INTERSECTION OF U.S. HIGHWAY
 LY1272'611 AND STATE ROUTE 423 IN WESTERN EDGE OF TOBYHANNA, OR 9.1
 LY1272'MILE SOUTHEAST OF THE INTERSECTION OF ROUTES 611 AND 307 WHICH
 LY1272'IS 3.7 MILE SOUTHEAST OF MOSCOW, NEAR A T INTERSECTION AND SIGN,
 LY1272'TOBYHANNA STATE PARK.  THE SIDE ROAD ALSO LEADS TO THE TOBYHANNA
 LY1272'SIGNAL DEPOT (U.S. ARMY).  THE MARK IS SET IN A BOULDER WHICH
 LY1272'MEASURES 2 BY 4 FEET AND PROJECTS 12-INCHES, ALONG THE
 LY1272'HIGHWAY RIGHT-OF-WAY LINE, 250 FEET NORTH OF THE CENTER OF THE
 LY1272'NORTH TRAFFIC ISLAND AT THE INTERSECTION, 210 FEET NORTHWEST
 LY1272'OF THE APPROXIMATE CENTER OF ROAD TO PARK, 188 FEET NORTH OF
 LY1272'BENCH MARK E 282 1961, 168 FEET NORTHEAST OF HIGHWAY 611, 18 FEET
 LY1272'NORTHWEST OF MAPLE TREE WITH BLAZE (BM), 13 FEET NORTHWEST OF
 LY1272'STATE SURVEY STAKE NO. 153.13, 9-INCHES SOUTH OF METAL
 LY1272'WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1377 ***********************************************************************
 KX1377  DESIGNATION -  E 283
 KX1377  PID         -  KX1377
 KX1377  STATE/COUNTY-  PA/WESTMORELAND
 KX1377  USGS QUAD   -  MOUNT PLEASANT (1993)
 KX1377
 KX1377                         *CURRENT SURVEY CONTROL
 KX1377  ___________________________________________________________________
 KX1377* NAD 83(1986)-  40 11 18.     (N)    079 34 56.     (W)     SCALED    
 KX1377* NAVD 88     -       353.512  (meters)    1159.81   (feet)  ADJUSTED  
 KX1377  ___________________________________________________________________
 KX1377  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KX1377  DYNAMIC HT  -         353.321 (meters)    1159.19  (feet)  COMP
 KX1377  MODELED GRAV-     980,073.4   (mgal)                       NAVD 88
 KX1377
 KX1377  VERT ORDER  -  SECOND    CLASS 0
 KX1377
 KX1377.The horizontal coordinates were scaled from a topographic map and have
 KX1377.an estimated accuracy of +/- 6 seconds.
 KX1377
 KX1377.The orthometric height was determined by differential leveling
 KX1377.and adjusted by the National Geodetic Survey in June 1991..
 KX1377
 KX1377.The geoid height was determined by GEOID03.
 KX1377
 KX1377.The dynamic height is computed by dividing the NAVD 88
 KX1377.geopotential number by the normal gravity value computed on the
 KX1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1377.degrees latitude (g = 980.6199 gals.).
 KX1377
 KX1377.The modeled gravity was interpolated from observed gravity values.
 KX1377
 KX1377;                    North         East    Units  Estimated Accuracy
 KX1377;SPC PA S     -    96,550.      443,990.      MT  (+/- 180 meters Scaled)
 KX1377
 KX1377                          SUPERSEDED SURVEY CONTROL
 KX1377
 KX1377  NGVD 29 (??/??/92)  353.708  (m)         1160.46   (f) ADJ UNCH    2 0
 KX1377
 KX1377.Superseded values are not recommended for survey control.
 KX1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1377.See file dsdata.txt to determine how the superseded data were derived.
 KX1377
 KX1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE206496(NAD 83)
 KX1377_MARKER: DD = SURVEY DISK
 KX1377_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1377_SP_SET: BRIDGE
 KX1377_STAMPING: E 283
 KX1377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1377
 KX1377  HISTORY     - Date     Condition        Report By
 KX1377  HISTORY     - UNK      MONUMENTED       PADT
 KX1377  HISTORY     - 1961     GOOD             NGS
 KX1377
 KX1377                          STATION DESCRIPTION
 KX1377
 KX1377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KX1377'3.8 MI NW FROM MT PLEASANT.
 KX1377'ABOUT 1.0 MILE WEST ALONG STATE ROUTE 31 FROM THE POST OFFICE IN
 KX1377'MT PLEASANT TO THE JUNCTION OF STATE ROUTE 31 AND U.S. HIGHWAY
 KX1377'119 THENCE NORTH ON U.S. HIGHWAY 119 FOR 2.75 MILES TO THE MARK.
 KX1377'IT IS SET IN THE SOUTHEAST END OF A 20 FOOT CONCRETE BRIDGE, 21
 KX1377'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 119, AND ABOUT 6
 KX1377'INCHES BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1418 ***********************************************************************
 KX1418  DESIGNATION -  E 284
 KX1418  PID         -  KX1418
 KX1418  STATE/COUNTY-  PA/WESTMORELAND
 KX1418  USGS QUAD   -  MONONGAHELA (1993)
 KX1418
 KX1418                         *CURRENT SURVEY CONTROL
 KX1418  ___________________________________________________________________
 KX1418* NAD 83(1986)-  40 07 45.     (N)    079 52 33.     (W)     SCALED    
 KX1418* NAVD 88     -       242.288  (meters)     794.91   (feet)  ADJUSTED  
 KX1418  ___________________________________________________________________
 KX1418  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KX1418  DYNAMIC HT  -         242.157 (meters)     794.48  (feet)  COMP
 KX1418  MODELED GRAV-     980,076.1   (mgal)                       NAVD 88
 KX1418
 KX1418  VERT ORDER  -  SECOND    CLASS 0
 KX1418
 KX1418.The horizontal coordinates were scaled from a topographic map and have
 KX1418.an estimated accuracy of +/- 6 seconds.
 KX1418
 KX1418.The orthometric height was determined by differential leveling
 KX1418.and adjusted by the National Geodetic Survey in June 1991..
 KX1418
 KX1418.The geoid height was determined by GEOID03.
 KX1418
 KX1418.The dynamic height is computed by dividing the NAVD 88
 KX1418.geopotential number by the normal gravity value computed on the
 KX1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1418.degrees latitude (g = 980.6199 gals.).
 KX1418
 KX1418.The modeled gravity was interpolated from observed gravity values.
 KX1418
 KX1418;                    North         East    Units  Estimated Accuracy
 KX1418;SPC PA S     -    90,550.      418,830.      MT  (+/- 180 meters Scaled)
 KX1418
 KX1418                          SUPERSEDED SURVEY CONTROL
 KX1418
 KX1418  NGVD 29 (??/??/92)  242.481  (m)          795.54   (f) ADJ UNCH    2 0
 KX1418
 KX1418.Superseded values are not recommended for survey control.
 KX1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1418.See file dsdata.txt to determine how the superseded data were derived.
 KX1418
 KX1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE957426(NAD 83)
 KX1418_MARKER: DB = BENCH MARK DISK
 KX1418_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KX1418_SP_SET: PARAPET WALL BASE
 KX1418_STAMPING: E 284 1961
 KX1418_MARK LOGO: CGS   
 KX1418_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX1418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1418
 KX1418  HISTORY     - Date     Condition        Report By
 KX1418  HISTORY     - 1961     MONUMENTED       CGS
 KX1418  HISTORY     - 19890624 GOOD             HARTMN
 KX1418
 KX1418                          STATION DESCRIPTION
 KX1418
 KX1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KX1418'AT BELLE VERNON.
 KX1418'LOCATED IN THE NORTHEAST CORNER OF A 2000 FOOT BRIDGE OVER THE
 KX1418'MONONGAHELA RIVER IN BELLE VERNON, 16.0 FEET NORTH OF THE
 KX1418'WEST BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 70S, AND ABOUT
 KX1418'2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 KX1418
 KX1418                          STATION RECOVERY (1989)
 KX1418
 KX1418'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1989
 KX1418'ON THE RIGHT BANK OF THE MONONGAHELA RIVER AT MILE 43.4, IN BELLE
 KX1418'VERNON, AT THE NORTHEAST END OF THE INTERSTATE ROUTE 70 BRIDGE,
 KX1418'NORTHEAST OF THE NORTHEAST ABUTMENT, A STANDARD USCGS BENCHMARK DISK
 KX1418'SET IN THE ROUNDED CONCRETE BASE OF THE NORTHERLY END OF THE
 KX1418'NORTHWESTERLY PARAPET WALL, ABOUT 2 FT (0.6 MT) ABOVE THE LEVEL OF
 KX1418'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0720 ***********************************************************************
 KY0720  DESIGNATION -  E 285
 KY0720  PID         -  KY0720
 KY0720  STATE/COUNTY-  PA/WASHINGTON
 KY0720  USGS QUAD   -  WASHINGTON EAST (1977)
 KY0720
 KY0720                         *CURRENT SURVEY CONTROL
 KY0720  ___________________________________________________________________
 KY0720* NAD 83(1986)-  40 09 33.     (N)    080 11 38.     (W)     SCALED    
 KY0720* NAVD 88     -       347.577  (meters)    1140.34   (feet)  ADJUSTED  
 KY0720  ___________________________________________________________________
 KY0720  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KY0720  DYNAMIC HT  -         347.379 (meters)    1139.69  (feet)  COMP
 KY0720  MODELED GRAV-     980,048.5   (mgal)                       NAVD 88
 KY0720
 KY0720  VERT ORDER  -  SECOND    CLASS 0
 KY0720
 KY0720.The horizontal coordinates were scaled from a topographic map and have
 KY0720.an estimated accuracy of +/- 6 seconds.
 KY0720
 KY0720.The orthometric height was determined by differential leveling
 KY0720.and adjusted by the National Geodetic Survey in June 1991..
 KY0720
 KY0720.The geoid height was determined by GEOID03.
 KY0720
 KY0720.The dynamic height is computed by dividing the NAVD 88
 KY0720.geopotential number by the normal gravity value computed on the
 KY0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0720.degrees latitude (g = 980.6199 gals.).
 KY0720
 KY0720.The modeled gravity was interpolated from observed gravity values.
 KY0720
 KY0720;                    North         East    Units  Estimated Accuracy
 KY0720;SPC PA S     -    94,580.      391,830.      MT  (+/- 180 meters Scaled)
 KY0720
 KY0720                          SUPERSEDED SURVEY CONTROL
 KY0720
 KY0720  NGVD 29 (??/??/92)  347.712  (m)         1140.79   (f) ADJ UNCH    2 0
 KY0720
 KY0720.Superseded values are not recommended for survey control.
 KY0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0720.See file dsdata.txt to determine how the superseded data were derived.
 KY0720
 KY0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE686457(NAD 83)
 KY0720_MARKER: DD = SURVEY DISK
 KY0720_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0720_SP_SET: BRIDGE
 KY0720_STAMPING: E 285
 KY0720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0720
 KY0720  HISTORY     - Date     Condition        Report By
 KY0720  HISTORY     - UNK      MONUMENTED       PADT
 KY0720  HISTORY     - 1961     GOOD             NGS
 KY0720  HISTORY     - 20010301 GOOD             PADT
 KY0720  HISTORY     - 20010711 GOOD             PADT
 KY0720  HISTORY     - 20020806 GOOD             PADT
 KY0720
 KY0720                          STATION DESCRIPTION
 KY0720
 KY0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KY0720'3.6 MI E FROM WASHINGTON.
 KY0720'ABOUT 2.67 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 KY0720'IN WASHINGTON TO AN INTERCHANGE BRIDGE OF U.S. HIGHWAY 40 AND A
 KY0720'NEW 4-LANE HIGHWAY UNDER CONSTRUCTION, THENCE NORTHEAST ALONG THE
 KY0720'NEW HIGHWAY NOW UNDER CONTRUCTION FOR 0.99 MILE, 18.5 FEET SOUTH
 KY0720'OF THE CENTERLINE OF BRIDGE AND ROAD.  SET IN TOP OF THE SOUTHWEST
 KY0720'CORNER OF A 100.0 FOOT LONG CONCRETE BRIDGE OVER A NEW 4-LANE
 KY0720'ROAD, NOW UNDER CONSTRUCTION, LEADING TO U.S. HIGHWAY 40.  ABOUT
 KY0720'1.0 FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 KY0720
 KY0720                          STATION RECOVERY (2001)
 KY0720
 KY0720'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (AAP)
 KY0720'RECOVERED IN GOOD CONDITION.
 KY0720
 KY0720                          STATION RECOVERY (2001)
 KY0720
 KY0720'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DP)
 KY0720'RECOVERED IN GOOD CONDITION.
 KY0720
 KY0720                          STATION RECOVERY (2002)
 KY0720
 KY0720'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (DP)
 KY0720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0961 ***********************************************************************
 KW0961  DESIGNATION -  E 286
 KW0961  PID         -  KW0961
 KW0961  STATE/COUNTY-  PA/YORK
 KW0961  USGS QUAD   -  STEELTON (1987)
 KW0961
 KW0961                         *CURRENT SURVEY CONTROL
 KW0961  ___________________________________________________________________
 KW0961* NAD 83(1986)-  40 12 06.     (N)    076 52 07.     (W)     SCALED    
 KW0961* NAVD 88     -       164.974  (meters)     541.25   (feet)  ADJUSTED  
 KW0961  ___________________________________________________________________
 KW0961  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 KW0961  DYNAMIC HT  -         164.890 (meters)     540.98  (feet)  COMP
 KW0961  MODELED GRAV-     980,111.3   (mgal)                       NAVD 88
 KW0961
 KW0961  VERT ORDER  -  SECOND    CLASS 0
 KW0961
 KW0961.The horizontal coordinates were scaled from a topographic map and have
 KW0961.an estimated accuracy of +/- 6 seconds.
 KW0961
 KW0961.The orthometric height was determined by differential leveling
 KW0961.and adjusted by the National Geodetic Survey in June 1991..
 KW0961
 KW0961.The geoid height was determined by GEOID03.
 KW0961
 KW0961.The dynamic height is computed by dividing the NAVD 88
 KW0961.geopotential number by the normal gravity value computed on the
 KW0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0961.degrees latitude (g = 980.6199 gals.).
 KW0961
 KW0961.The modeled gravity was interpolated from observed gravity values.
 KW0961
 KW0961;                    North         East    Units  Estimated Accuracy
 KW0961;SPC PA S     -    96,790.      675,040.      MT  (+/- 180 meters Scaled)
 KW0961
 KW0961                          SUPERSEDED SURVEY CONTROL
 KW0961
 KW0961  NGVD 29 (??/??/??)  165.185  (m)          541.94   (f) ADJUSTED    2 0
 KW0961
 KW0961.Superseded values are not recommended for survey control.
 KW0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0961.See file dsdata.txt to determine how the superseded data were derived.
 KW0961
 KW0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK409518(NAD 83)
 KW0961_MARKER: DB = BENCH MARK DISK
 KW0961_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0961_SP_SET: CULVERT
 KW0961_STAMPING: E 286 1961
 KW0961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0961
 KW0961  HISTORY     - Date     Condition        Report By
 KW0961  HISTORY     - 1961     MONUMENTED       CGS
 KW0961  HISTORY     - 20030412 MARK NOT FOUND   USPSQD
 KW0961
 KW0961                          STATION DESCRIPTION
 KW0961
 KW0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KW0961'4 MI S FROM LEMOYNE.
 KW0961'ABOUT 4.0 MILES SOUTH ALONG U.S. HIGHWAY 111 FROM THE POST OFFICE
 KW0961'IN LEMOYNE, ABOUT 300.0 FEET SOUTHWEST OF A TWO-STORY FRAME
 KW0961'HOUSE, 24.0 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND
 KW0961'TRAFFIC LANE OF U.S. HIGHWAY 111 AND 21.0 FEET EAST OF A WOVEN
 KW0961'WIRE FENCELINE.  SET IN TOP OF THE WEST HEADWALL OF AN 18-INCH
 KW0961'ROUND CONCRETE CULVERT UNDER U.S. HIGHWAY 111 AND ABOUT 18 INCHES
 KW0961'ABOVE THE LEVEL OF THE HIGHWAY.
 KW0961
 KW0961                          STATION RECOVERY (2003)
 KW0961
 KW0961'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPP)
 KW0961'THE HIGHWAY HAS BEEN WIDENED.  THE CULVERT HAS BEEN REBUILT.  THE MARK
 KW0961'IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1743 ***********************************************************************
 JV1743  DESIGNATION -  E 287 PADH
 JV1743  PID         -  JV1743
 JV1743  STATE/COUNTY-  PA/YORK
 JV1743  USGS QUAD   -  YORK (1990)
 JV1743
 JV1743                         *CURRENT SURVEY CONTROL
 JV1743  ___________________________________________________________________
 JV1743* NAD 83(1986)-  39 57 15.     (N)    076 41 04.     (W)     SCALED    
 JV1743* NAVD 88     -       141.147  (meters)     463.08   (feet)  ADJUSTED  
 JV1743  ___________________________________________________________________
 JV1743  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 JV1743  DYNAMIC HT  -         141.075 (meters)     462.84  (feet)  COMP
 JV1743  MODELED GRAV-     980,111.5   (mgal)                       NAVD 88
 JV1743
 JV1743  VERT ORDER  -  SECOND    CLASS 0
 JV1743
 JV1743.The horizontal coordinates were scaled from a topographic map and have
 JV1743.an estimated accuracy of +/- 6 seconds.
 JV1743
 JV1743.The orthometric height was determined by differential leveling
 JV1743.and adjusted by the National Geodetic Survey in June 1991..
 JV1743
 JV1743.The geoid height was determined by GEOID03.
 JV1743
 JV1743.The dynamic height is computed by dividing the NAVD 88
 JV1743.geopotential number by the normal gravity value computed on the
 JV1743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1743.degrees latitude (g = 980.6199 gals.).
 JV1743
 JV1743.The modeled gravity was interpolated from observed gravity values.
 JV1743
 JV1743;                    North         East    Units  Estimated Accuracy
 JV1743;SPC PA S     -    69,480.      691,050.      MT  (+/- 180 meters Scaled)
 JV1743
 JV1743                          SUPERSEDED SURVEY CONTROL
 JV1743
 JV1743  NGVD 29 (??/??/??)  141.398  (m)          463.90   (f) ADJUSTED    2 0
 JV1743
 JV1743.Superseded values are not recommended for survey control.
 JV1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1743.See file dsdata.txt to determine how the superseded data were derived.
 JV1743
 JV1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK561240(NAD 83)
 JV1743_MARKER: DD = SURVEY DISK
 JV1743_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1743_SP_SET: BRIDGE
 JV1743_STAMPING: E 287
 JV1743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV1743+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 JV1743
 JV1743  HISTORY     - Date     Condition        Report By
 JV1743  HISTORY     - UNK      MONUMENTED       PADH
 JV1743  HISTORY     - 1961     GOOD             CGS
 JV1743  HISTORY     - 1987     GOOD             USPSQD
 JV1743  HISTORY     - 1988     GOOD             USPSQD
 JV1743  HISTORY     - 20050201 GOOD             PADT
 JV1743
 JV1743                          STATION DESCRIPTION
 JV1743
 JV1743'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JV1743'1.6 MI S FROM YORK.
 JV1743'1.6 MILES SOUTH ALONG U.S. HIGHWAY 111, INTERSTATE HIGHWAY 83
 JV1743'FROM THE INTERCHANGE BRIDGE OF U.S. HIGHWAY 111, INTERSTATE
 JV1743'HIGHWAY 83 AND U.S. HIGHWAY 30 AT THE EAST EDGE OF YORK, 25.0
 JV1743'FEET EAST OF THE CENTERLINE OF THE NORTH BOUND TRAFFIC LANE OF
 JV1743'U.S. HIGHWAY 111, INTERSTATE HIGHWAY 83.  SET IN TOP OF THE
 JV1743'SOUTHEAST WINGWALL OF A 50.0 FOOT LONG CONCRETE BRIDGE OF
 JV1743'U.S. HIGHWAY 111, INTERSTATE HIGHWAY 83 OVER A SMALL STREAM AND
 JV1743'IS ABOUT THE SAME LEVEL AS THE HIGHWAY.
 JV1743
 JV1743                          STATION RECOVERY (1987)
 JV1743
 JV1743'RECOVERY NOTE BY US POWER SQUADRON 1987 (RED)
 JV1743'RECOVERED IN GOOD CONDITION.
 JV1743
 JV1743                          STATION RECOVERY (1988)
 JV1743
 JV1743'RECOVERY NOTE BY US POWER SQUADRON 1988 (RED)
 JV1743'RECOVERED IN GOOD CONDITION.
 JV1743
 JV1743                          STATION RECOVERY (2005)
 JV1743
 JV1743'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 JV1743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1108 ***********************************************************************
 LY1108  DESIGNATION -  E 288
 LY1108  PID         -  LY1108
 LY1108  STATE/COUNTY-  PA/LACKAWANNA
 LY1108  USGS QUAD   -  STERLING (1994)
 LY1108
 LY1108                         *CURRENT SURVEY CONTROL
 LY1108  ___________________________________________________________________
 LY1108* NAD 83(1986)-  41 15 16.     (N)    075 27 16.     (W)     SCALED    
 LY1108* NAVD 88     -       573.954  (meters)    1883.05   (feet)  ADJUSTED  
 LY1108  ___________________________________________________________________
 LY1108  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 LY1108  DYNAMIC HT  -         573.676 (meters)    1882.14  (feet)  COMP
 LY1108  MODELED GRAV-     980,119.7   (mgal)                       NAVD 88
 LY1108
 LY1108  VERT ORDER  -  SECOND    CLASS 0
 LY1108
 LY1108.The horizontal coordinates were scaled from a topographic map and have
 LY1108.an estimated accuracy of +/- 6 seconds.
 LY1108
 LY1108.The orthometric height was determined by differential leveling
 LY1108.and adjusted by the National Geodetic Survey in June 1991..
 LY1108
 LY1108.The geoid height was determined by GEOID03.
 LY1108
 LY1108.The dynamic height is computed by dividing the NAVD 88
 LY1108.geopotential number by the normal gravity value computed on the
 LY1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1108.degrees latitude (g = 980.6199 gals.).
 LY1108
 LY1108.The modeled gravity was interpolated from observed gravity values.
 LY1108
 LY1108;                    North         East    Units  Estimated Accuracy
 LY1108;SPC PA N     -   123,350.      792,360.      MT  (+/- 180 meters Scaled)
 LY1108
 LY1108                          SUPERSEDED SURVEY CONTROL
 LY1108
 LY1108  NGVD 29 (??/??/92)  574.151  (m)         1883.69   (f) ADJ UNCH    2 0
 LY1108
 LY1108.Superseded values are not recommended for survey control.
 LY1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1108.See file dsdata.txt to determine how the superseded data were derived.
 LY1108
 LY1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL619671(NAD 83)
 LY1108_MARKER: DB = BENCH MARK DISK
 LY1108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1108_SP_SET: TRESSEL WELL
 LY1108_STAMPING: E 288 1961
 LY1108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1108
 LY1108  HISTORY     - Date     Condition        Report By
 LY1108  HISTORY     - 1961     MONUMENTED       CGS
 LY1108
 LY1108                          STATION DESCRIPTION
 LY1108
 LY1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1108'7 MI SE FROM MOSCOW.
 LY1108'7.0 MILE SOUTH EAST ALONG THE DELAWARE LACKAWANNA AND WESTERN
 LY1108'RAILROAD FROM THE STATION IN MOSCOW, SET IN TOP OF THE BACKWALL
 LY1108'AT THE EAST SIDE OF THE NORTH END OF A 30 FOOT TRESSEL OVER
 LY1108'A LAKE, 4 1/2 FEET WEST OF THE EAST END OF THE ABUTMENT, 4
 LY1108'FEET EAST OF THE EAST MOST RAIL, ABOUT 1 FOOT BELOW THE LEVEL
 LY1108'OF THE TRACKS, STANDARD BENCH MARK DISK DRILLED IN HORIZONTAL,
 LY1108'STAMPED E 288 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1779 ***********************************************************************
 JV1779  DESIGNATION -  E 289
 JV1779  PID         -  JV1779
 JV1779  STATE/COUNTY-  PA/YORK
 JV1779  USGS QUAD   -  GLEN ROCK (1984)
 JV1779
 JV1779                         *CURRENT SURVEY CONTROL
 JV1779  ___________________________________________________________________
 JV1779* NAD 83(1986)-  39 49 38.     (N)    076 41 05.     (W)     SCALED    
 JV1779* NAVD 88     -       234.797  (meters)     770.33   (feet)  ADJUSTED  
 JV1779  ___________________________________________________________________
 JV1779  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JV1779  DYNAMIC HT  -         234.677 (meters)     769.94  (feet)  COMP
 JV1779  MODELED GRAV-     980,110.4   (mgal)                       NAVD 88
 JV1779
 JV1779  VERT ORDER  -  SECOND    CLASS 0
 JV1779
 JV1779.The horizontal coordinates were scaled from a topographic map and have
 JV1779.an estimated accuracy of +/- 6 seconds.
 JV1779
 JV1779.The orthometric height was determined by differential leveling
 JV1779.and adjusted by the National Geodetic Survey in June 1991..
 JV1779
 JV1779.The geoid height was determined by GEOID03.
 JV1779
 JV1779.The dynamic height is computed by dividing the NAVD 88
 JV1779.geopotential number by the normal gravity value computed on the
 JV1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1779.degrees latitude (g = 980.6199 gals.).
 JV1779
 JV1779.The modeled gravity was interpolated from observed gravity values.
 JV1779
 JV1779;                    North         East    Units  Estimated Accuracy
 JV1779;SPC PA S     -    55,390.      691,200.      MT  (+/- 180 meters Scaled)
 JV1779
 JV1779                          SUPERSEDED SURVEY CONTROL
 JV1779
 JV1779  NGVD 29 (??/??/??)  235.020  (m)          771.06   (f) ADJUSTED    2 0
 JV1779
 JV1779.Superseded values are not recommended for survey control.
 JV1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1779.See file dsdata.txt to determine how the superseded data were derived.
 JV1779
 JV1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK558099(NAD 83)
 JV1779_MARKER: DB = BENCH MARK DISK
 JV1779_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1779_SP_SET: BRIDGE
 JV1779_STAMPING: E 289 1961
 JV1779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1779
 JV1779  HISTORY     - Date     Condition        Report By
 JV1779  HISTORY     - 1961     MONUMENTED       CGS
 JV1779  HISTORY     - 1987     GOOD             USPSQD
 JV1779  HISTORY     - 1988     GOOD             USPSQD
 JV1779
 JV1779                          STATION DESCRIPTION
 JV1779
 JV1779'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JV1779'4.8 MI NE FROM SHREWSBURY.
 JV1779'0.8 MILE EAST ALONG STATE HIGHWAY 851 FROM THE NEW YORK BANK
 JV1779'AND TRUST COMPANY BUILDING IN SHREWSBURY, THENCE NORTH 4.0
 JV1779'MILES ALONG U.S. HIGHWAY 111 AND INTERSTATE HIGHWAY 83, 21.0
 JV1779'FEET WEST OF THE SOUTH BOUND TRAFFIC LANE OF U.S. HIGHWAY 111
 JV1779'AND INTERSTATE HIGHWAY 83 AND 1.0 FOOT SOUTH OF THE NORTH END
 JV1779'OF THE WEST BANISTER.  SET IN TOP OF THE NORTH END OF THE WEST
 JV1779'CONCRETE BANISTER OF A 100.0 FOOT LONG CONCRETE BRIDGE OF
 JV1779'U.S. HIGHWAY 111 AND INTERSTATE HIGHWAY 83 OVER THE GLEN ROCK
 JV1779'ROAD AND IS ABOUT 2.0 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 JV1779'BRIDGE SURFACE.  ALSO ABOUT 7.7 MILES SOUTH ALONG U.S. HIGHWAY
 JV1779'111 AND INTERSTATE HIGHWAY 83 FROM THE INTERCHANGE BRIDGE AT
 JV1779'THE JUNCTION OF STATE HIGHWAY 74 ABOUT 1.0 MILE NORTH OF SPRY.
 JV1779
 JV1779                          STATION RECOVERY (1987)
 JV1779
 JV1779'RECOVERY NOTE BY US POWER SQUADRON 1987 (RED)
 JV1779'RECOVERED IN GOOD CONDITION.
 JV1779
 JV1779                          STATION RECOVERY (1988)
 JV1779
 JV1779'RECOVERY NOTE BY US POWER SQUADRON 1988 (RED)
 JV1779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1373 ***********************************************************************
 LZ1373  DESIGNATION -  E 29
 LZ1373  PID         -  LZ1373
 LZ1373  STATE/COUNTY-  PA/POTTER
 LZ1373  USGS QUAD   -  CHERRY SPRINGS (1994)
 LZ1373
 LZ1373                         *CURRENT SURVEY CONTROL
 LZ1373  ___________________________________________________________________
 LZ1373* NAD 83(1986)-  41 40 12.     (N)    077 45 45.     (W)     SCALED    
 LZ1373* NAVD 88     -       588.508  (meters)    1930.80   (feet)  ADJUSTED  
 LZ1373  ___________________________________________________________________
 LZ1373  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 LZ1373  DYNAMIC HT  -         588.239 (meters)    1929.91  (feet)  COMP
 LZ1373  MODELED GRAV-     980,146.3   (mgal)                       NAVD 88
 LZ1373
 LZ1373  VERT ORDER  -  SECOND    CLASS 0
 LZ1373
 LZ1373.The horizontal coordinates were scaled from a topographic map and have
 LZ1373.an estimated accuracy of +/- 6 seconds.
 LZ1373
 LZ1373.The orthometric height was determined by differential leveling
 LZ1373.and adjusted by the National Geodetic Survey in June 1991..
 LZ1373
 LZ1373.The geoid height was determined by GEOID03.
 LZ1373
 LZ1373.The dynamic height is computed by dividing the NAVD 88
 LZ1373.geopotential number by the normal gravity value computed on the
 LZ1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1373.degrees latitude (g = 980.6199 gals.).
 LZ1373
 LZ1373.The modeled gravity was interpolated from observed gravity values.
 LZ1373
 LZ1373;                    North         East    Units  Estimated Accuracy
 LZ1373;SPC PA N     -   166,950.      598,960.      MT  (+/- 180 meters Scaled)
 LZ1373
 LZ1373                          SUPERSEDED SURVEY CONTROL
 LZ1373
 LZ1373  NGVD 29 (??/??/92)  588.627  (m)         1931.19   (f) ADJ UNCH    2 0
 LZ1373
 LZ1373.Superseded values are not recommended for survey control.
 LZ1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1373.See file dsdata.txt to determine how the superseded data were derived.
 LZ1373
 LZ1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM700168(NAD 83)
 LZ1373_MARKER: DB = BENCH MARK DISK
 LZ1373_SETTING: 66 = SET IN ROCK OUTCROP
 LZ1373_SP_SET: ROCK OUTCROP
 LZ1373_STAMPING: E 29 1934
 LZ1373_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ1373+STABILITY: POSITION/ELEVATION WELL
 LZ1373
 LZ1373  HISTORY     - Date     Condition        Report By
 LZ1373  HISTORY     - 1934     MONUMENTED       CGS
 LZ1373
 LZ1373                          STATION DESCRIPTION
 LZ1373
 LZ1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1373'9.8 MI W FROM GALETON.
 LZ1373'9.8 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 LZ1373'GALETON, POTTER COUNTY, ABOUT 2.6 MILES EAST OF CHERRY SPRINGS,
 LZ1373'ABOUT 1,839 FEET EAST OF MILEPOST 133, 9 FEET NORTH OF THE
 LZ1373'CENTER LINE OF THE TRACK, IN THE TOP OF A ROCK OUTCROP, AND
 LZ1373'1/2 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 LZ1373'STAMPED E 29 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2496 ***********************************************************************
 KX2496  DESIGNATION -  E 2=MR 22 RB
 KX2496  PID         -  KX2496
 KX2496  STATE/COUNTY-  PA/ALLEGHENY
 KX2496  USGS QUAD   -  GLASSPORT (1988)
 KX2496
 KX2496                         *CURRENT SURVEY CONTROL
 KX2496  ___________________________________________________________________
 KX2496* NAD 83(1986)-  40 16 28.     (N)    079 53 04.     (W)     SCALED    
 KX2496* NAVD 88     -       226.096  (meters)     741.78   (feet)  ADJUSTED  
 KX2496  ___________________________________________________________________
 KX2496  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KX2496  DYNAMIC HT  -         225.975 (meters)     741.39  (feet)  COMP
 KX2496  MODELED GRAV-     980,086.7   (mgal)                       NAVD 88
 KX2496
 KX2496  VERT ORDER  -  SECOND    CLASS I
 KX2496
 KX2496.The horizontal coordinates were scaled from a topographic map and have
 KX2496.an estimated accuracy of +/- 6 seconds.
 KX2496
 KX2496.The orthometric height was determined by differential leveling
 KX2496.and adjusted by the National Geodetic Survey in September 1994..
 KX2496
 KX2496.The geoid height was determined by GEOID03.
 KX2496
 KX2496.The dynamic height is computed by dividing the NAVD 88
 KX2496.geopotential number by the normal gravity value computed on the
 KX2496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX2496.degrees latitude (g = 980.6199 gals.).
 KX2496
 KX2496.The modeled gravity was interpolated from observed gravity values.
 KX2496
 KX2496;                    North         East    Units  Estimated Accuracy
 KX2496;SPC PA S     -   106,690.      418,490.      MT  (+/- 180 meters Scaled)
 KX2496
 KX2496                          SUPERSEDED SURVEY CONTROL
 KX2496
 KX2496.No superseded survey control is available for this station.
 KX2496
 KX2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE948588(NAD 83)
 KX2496_MARKER: DD = SURVEY DISK
 KX2496_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KX2496_SP_SET: HIGHWAY BRIDGE ABUTMENT
 KX2496_STAMPING: E 2
 KX2496_MARK LOGO: USE   
 KX2496_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX2496
 KX2496  HISTORY     - Date     Condition        Report By
 KX2496  HISTORY     - UNK      MONUMENTED       USE
 KX2496  HISTORY     - 19890909 GOOD             HARTMN
 KX2496
 KX2496                          STATION DESCRIPTION
 KX2496
 KX2496'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 KX2496'ON THE RIGHT BANK OF THE MONONGAHELA RIVER AT MILE 22.7, IN ELIZABETH
 KX2496'BOROUGH, A STANDARD USE BRASS DISK SET ON THE NORTH SIDE OF THE WEST
 KX2496'ABUTMENT OF THE MCKEESPORT ROAD BRIDGE OVER FALLEN TIMBER RUN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0754 ***********************************************************************
 LZ0754  DESIGNATION -  E 30
 LZ0754  PID         -  LZ0754
 LZ0754  STATE/COUNTY-  PA/TIOGA
 LZ0754  USGS QUAD   -  TIADAGHTON (1994)
 LZ0754
 LZ0754                         *CURRENT SURVEY CONTROL
 LZ0754  ___________________________________________________________________
 LZ0754* NAD 83(1986)-  41 40 52.     (N)    077 27 40.     (W)     SCALED    
 LZ0754* NAVD 88     -       323.479  (meters)    1061.28   (feet)  ADJUSTED  
 LZ0754  ___________________________________________________________________
 LZ0754  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 LZ0754  DYNAMIC HT  -         323.330 (meters)    1060.79  (feet)  COMP
 LZ0754  MODELED GRAV-     980,156.5   (mgal)                       NAVD 88
 LZ0754
 LZ0754  VERT ORDER  -  SECOND    CLASS 0
 LZ0754
 LZ0754.The horizontal coordinates were scaled from a topographic map and have
 LZ0754.an estimated accuracy of +/- 6 seconds.
 LZ0754
 LZ0754.The orthometric height was determined by differential leveling
 LZ0754.and adjusted by the National Geodetic Survey in June 1991..
 LZ0754
 LZ0754.The geoid height was determined by GEOID03.
 LZ0754
 LZ0754.The dynamic height is computed by dividing the NAVD 88
 LZ0754.geopotential number by the normal gravity value computed on the
 LZ0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0754.degrees latitude (g = 980.6199 gals.).
 LZ0754
 LZ0754.The modeled gravity was interpolated from observed gravity values.
 LZ0754
 LZ0754;                    North         East    Units  Estimated Accuracy
 LZ0754;SPC PA N     -   168,230.      624,050.      MT  (+/- 180 meters Scaled)
 LZ0754
 LZ0754                          SUPERSEDED SURVEY CONTROL
 LZ0754
 LZ0754  NGVD 29 (??/??/92)  323.611  (m)         1061.71   (f) ADJ UNCH    2 0
 LZ0754
 LZ0754.Superseded values are not recommended for survey control.
 LZ0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0754.See file dsdata.txt to determine how the superseded data were derived.
 LZ0754
 LZ0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM951172(NAD 83)
 LZ0754_MARKER: DB = BENCH MARK DISK
 LZ0754_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0754_SP_SET: CULVERT
 LZ0754_STAMPING: E 30 1934
 LZ0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0754
 LZ0754  HISTORY     - Date     Condition        Report By
 LZ0754  HISTORY     - 1934     MONUMENTED       CGS
 LZ0754
 LZ0754                          STATION DESCRIPTION
 LZ0754
 LZ0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0754'3.1 MI N FROM TIADAGHTON.
 LZ0754'ABOUT 3.1 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD
 LZ0754'FROM TIADAGHTON, TIOGA COUNTY, ABOUT 830 FEET NORTH OF MILEPOST
 LZ0754'L 120, AT 10-FOOT SPAN BOX CULVERT 129, IN THE TOP OF THE
 LZ0754'SOUTH END OF THE WEST COPING, 6 FEET WEST OF THE WEST RAIL, AND
 LZ0754'ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 LZ0754'STAMPED E 30 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1733 ***********************************************************************
 JU1733  DESIGNATION -  E 302 PADH
 JU1733  PID         -  JU1733
 JU1733  STATE/COUNTY-  PA/CHESTER
 JU1733  USGS QUAD   -  WEST CHESTER (1996)
 JU1733
 JU1733                         *CURRENT SURVEY CONTROL
 JU1733  ___________________________________________________________________
 JU1733* NAD 83(1986)-  39 57 09.     (N)    075 36 50.     (W)     SCALED    
 JU1733* NAVD 88     -       113.686  (meters)     372.98   (feet)  ADJUSTED  
 JU1733  ___________________________________________________________________
 JU1733  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 JU1733  DYNAMIC HT  -         113.632 (meters)     372.81  (feet)  COMP
 JU1733  MODELED GRAV-     980,148.2   (mgal)                       NAVD 88
 JU1733
 JU1733  VERT ORDER  -  SECOND    CLASS 0
 JU1733
 JU1733.The horizontal coordinates were scaled from a topographic map and have
 JU1733.an estimated accuracy of +/- 6 seconds.
 JU1733
 JU1733.The orthometric height was determined by differential leveling
 JU1733.and adjusted by the National Geodetic Survey in June 1991..
 JU1733
 JU1733.The geoid height was determined by GEOID03.
 JU1733
 JU1733.The dynamic height is computed by dividing the NAVD 88
 JU1733.geopotential number by the normal gravity value computed on the
 JU1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1733.degrees latitude (g = 980.6199 gals.).
 JU1733
 JU1733.The modeled gravity was interpolated from observed gravity values.
 JU1733
 JU1733;                    North         East    Units  Estimated Accuracy
 JU1733;SPC PA S     -    70,960.      782,520.      MT  (+/- 180 meters Scaled)
 JU1733
 JU1733                          SUPERSEDED SURVEY CONTROL
 JU1733
 JU1733  NGVD 29 (??/??/??)  113.973  (m)          373.93   (f) ADJUSTED    2 0
 JU1733
 JU1733.Superseded values are not recommended for survey control.
 JU1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1733.See file dsdata.txt to determine how the superseded data were derived.
 JU1733
 JU1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK475226(NAD 83)
 JU1733_MARKER: DD = SURVEY DISK
 JU1733_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1733_SP_SET: BRIDGE
 JU1733_STAMPING: E 302 1966
 JU1733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1733
 JU1733  HISTORY     - Date     Condition        Report By
 JU1733  HISTORY     - 1966     MONUMENTED       PADH
 JU1733  HISTORY     - 1966     GOOD             CGS
 JU1733  HISTORY     - 1988     GOOD             USPSQD
 JU1733  HISTORY     - 20000311 GOOD             USPSQD
 JU1733
 JU1733                          STATION DESCRIPTION
 JU1733
 JU1733'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1733'AT WEST CHESTER.
 JU1733'AT WEST CHESTER, 100 FEET SOUTHWEST OF THE CENTERLINE OF SOUTH
 JU1733'BRADFORD AV., 14.4 FEET NORTHWEST OF THE CENTERLINE OF WEST
 JU1733'MINER ST., (STATE HIGHWAY 042), SET IN THE TOP OF THE NORTHWEST
 JU1733'WINGWALL OF A SMALL BRIDGE OVER A SMALL STREAM AND IS ABOUT 1
 JU1733'FOOT BELOW THE LEVEL OF THE HIGHWAY.
 JU1733
 JU1733                          STATION RECOVERY (1988)
 JU1733
 JU1733'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDC)
 JU1733'RECOVERED IN GOOD CONDITION.
 JU1733
 JU1733                          STATION RECOVERY (2000)
 JU1733
 JU1733'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU1733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2482 ***********************************************************************
 KV2482  DESIGNATION -  E 303 PADH
 KV2482  PID         -  KV2482
 KV2482  STATE/COUNTY-  PA/CHESTER
 KV2482  USGS QUAD   -  HONEY BROOK (1983)
 KV2482
 KV2482                         *CURRENT SURVEY CONTROL
 KV2482  ___________________________________________________________________
 KV2482* NAD 83(1986)-  40 01 08.     (N)    075 56 13.     (W)     SCALED    
 KV2482* NAVD 88     -       150.082  (meters)     492.39   (feet)  ADJUSTED  
 KV2482  ___________________________________________________________________
 KV2482  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KV2482  DYNAMIC HT  -         150.005 (meters)     492.14  (feet)  COMP
 KV2482  MODELED GRAV-     980,109.7   (mgal)                       NAVD 88
 KV2482
 KV2482  VERT ORDER  -  SECOND    CLASS 0
 KV2482
 KV2482.The horizontal coordinates were scaled from a topographic map and have
 KV2482.an estimated accuracy of +/- 6 seconds.
 KV2482
 KV2482.The orthometric height was determined by differential leveling
 KV2482.and adjusted by the National Geodetic Survey in June 1991..
 KV2482
 KV2482.The geoid height was determined by GEOID03.
 KV2482
 KV2482.The dynamic height is computed by dividing the NAVD 88
 KV2482.geopotential number by the normal gravity value computed on the
 KV2482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2482.degrees latitude (g = 980.6199 gals.).
 KV2482
 KV2482.The modeled gravity was interpolated from observed gravity values.
 KV2482
 KV2482;                    North         East    Units  Estimated Accuracy
 KV2482;SPC PA S     -    77,710.      754,770.      MT  (+/- 180 meters Scaled)
 KV2482
 KV2482                          SUPERSEDED SURVEY CONTROL
 KV2482
 KV2482  NGVD 29 (??/??/??)  150.349  (m)          493.27   (f) ADJUSTED    2 0
 KV2482
 KV2482.Superseded values are not recommended for survey control.
 KV2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2482.See file dsdata.txt to determine how the superseded data were derived.
 KV2482
 KV2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK200302(NAD 83)
 KV2482_MARKER: DD = SURVEY DISK
 KV2482_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2482_SP_SET: BRIDGE
 KV2482_STAMPING: E 303 1966
 KV2482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2482
 KV2482  HISTORY     - Date     Condition        Report By
 KV2482  HISTORY     - 1966     MONUMENTED       PADH
 KV2482  HISTORY     - 1990     GOOD             USPSQD
 KV2482  HISTORY     - 19910330 GOOD             USPSQD
 KV2482  HISTORY     - 19910330 GOOD             USPSQD
 KV2482  HISTORY     - 20060924 GOOD             GEOCAC
 KV2482
 KV2482                          STATION DESCRIPTION
 KV2482
 KV2482'DESCRIBED BY PA DEPT OF HIGHWAYS 1966
 KV2482'4.8 MI N FROM PARKESBURG.
 KV2482'ABOUT 4.8 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION
 KV2482'OF STATE HIGHWAY 10 AND STATE HIGHWAY 372 IN THE EAST EDGE OF
 KV2482'PARKESBURG, SET IN THE TOP OF THE NORTHWEST WINGWALL OF A SMALL
 KV2482'BRIDGE, 12.0 FEET WEST OF THE CENTERLINE OF HIGHWAY AND IS ABOUT
 KV2482'1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 KV2482
 KV2482                          STATION RECOVERY (1990)
 KV2482
 KV2482'RECOVERY NOTE BY US POWER SQUADRON 1990 (JDC)
 KV2482'RECOVERED IN GOOD CONDITION.
 KV2482
 KV2482                          STATION RECOVERY (1991)
 KV2482
 KV2482'RECOVERY NOTE BY US POWER SQUADRON 1991 (RLB)
 KV2482'RECOVERED IN GOOD CONDITION.
 KV2482
 KV2482                          STATION RECOVERY (1991)
 KV2482
 KV2482'RECOVERY NOTE BY US POWER SQUADRON 1991 (FD)
 KV2482'RECOVERED IN GOOD CONDITION.
 KV2482
 KV2482                          STATION RECOVERY (2006)
 KV2482
 KV2482'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KV2482'WINGWALL HAS DETERIORATED BUT MARK IS SOLID.
 KV2482' 
 KV2482'HH2 N 40 01 08.2 W 076 56 12.3
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0769 ***********************************************************************
 KW0769  DESIGNATION -  E 304 PADH
 KW0769  PID         -  KW0769
 KW0769  STATE/COUNTY-  PA/LANCASTER
 KW0769  USGS QUAD   -  LEOLA (1992)
 KW0769
 KW0769                         *CURRENT SURVEY CONTROL
 KW0769  ___________________________________________________________________
 KW0769* NAD 83(1986)-  40 00 39.     (N)    076 08 07.     (W)     SCALED    
 KW0769* NAVD 88     -       105.721  (meters)     346.85   (feet)  ADJUSTED  
 KW0769  ___________________________________________________________________
 KW0769  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KW0769  DYNAMIC HT  -         105.666 (meters)     346.67  (feet)  COMP
 KW0769  MODELED GRAV-     980,105.0   (mgal)                       NAVD 88
 KW0769
 KW0769  VERT ORDER  -  SECOND    CLASS 0
 KW0769
 KW0769.The horizontal coordinates were scaled from a topographic map and have
 KW0769.an estimated accuracy of +/- 6 seconds.
 KW0769
 KW0769.The orthometric height was determined by differential leveling
 KW0769.and adjusted by the National Geodetic Survey in June 1991..
 KW0769
 KW0769.The geoid height was determined by GEOID03.
 KW0769
 KW0769.The dynamic height is computed by dividing the NAVD 88
 KW0769.geopotential number by the normal gravity value computed on the
 KW0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0769.degrees latitude (g = 980.6199 gals.).
 KW0769
 KW0769.The modeled gravity was interpolated from observed gravity values.
 KW0769
 KW0769;                    North         East    Units  Estimated Accuracy
 KW0769;SPC PA S     -    76,490.      737,860.      MT  (+/- 180 meters Scaled)
 KW0769
 KW0769                          SUPERSEDED SURVEY CONTROL
 KW0769
 KW0769  NGVD 29 (??/??/??)  105.993  (m)          347.75   (f) ADJUSTED    2 0
 KW0769
 KW0769.Superseded values are not recommended for survey control.
 KW0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0769.See file dsdata.txt to determine how the superseded data were derived.
 KW0769
 KW0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK031295(NAD 83)
 KW0769_MARKER: DD = SURVEY DISK
 KW0769_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0769_SP_SET: BRIDGE
 KW0769_STAMPING: E 304 1966
 KW0769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0769
 KW0769  HISTORY     - Date     Condition        Report By
 KW0769  HISTORY     - UNK      MONUMENTED       PADH
 KW0769  HISTORY     - 1966     GOOD             CGS
 KW0769  HISTORY     - 20050905 GOOD             GEOCAC
 KW0769
 KW0769                          STATION DESCRIPTION
 KW0769
 KW0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0769'0.4 MI W FROM PARADISE.
 KW0769'ABOUT 0.4 MILE WEST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE
 KW0769'IN PARADISE, 26 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, SET IN
 KW0769'THE TOP OF THE SOUTHWEST WINGWALL OF A BRIDGE OVER A RIVER AND
 KW0769'IS ABOUT LEVEL WITH THE HIGHWAY.
 KW0769
 KW0769                          STATION RECOVERY (2005)
 KW0769
 KW0769'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0769'N 40 00 39.8 W 076 08 07.1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0794 ***********************************************************************
 KW0794  DESIGNATION -  E 305
 KW0794  PID         -  KW0794
 KW0794  STATE/COUNTY-  PA/LANCASTER
 KW0794  USGS QUAD   -  LANCASTER (1995)
 KW0794
 KW0794                         *CURRENT SURVEY CONTROL
 KW0794  ___________________________________________________________________
 KW0794* NAD 83(1986)-  40 03 16.     (N)    076 22 14.     (W)     SCALED    
 KW0794* NAVD 88     -       123.033  (meters)     403.65   (feet)  ADJUSTED  
 KW0794  ___________________________________________________________________
 KW0794  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 KW0794  DYNAMIC HT  -         122.970 (meters)     403.44  (feet)  COMP
 KW0794  MODELED GRAV-     980,108.8   (mgal)                       NAVD 88
 KW0794
 KW0794  VERT ORDER  -  SECOND    CLASS 0
 KW0794
 KW0794.The horizontal coordinates were scaled from a topographic map and have
 KW0794.an estimated accuracy of +/- 6 seconds.
 KW0794
 KW0794.The orthometric height was determined by differential leveling
 KW0794.and adjusted by the National Geodetic Survey in June 1991..
 KW0794
 KW0794.The geoid height was determined by GEOID03.
 KW0794
 KW0794.The dynamic height is computed by dividing the NAVD 88
 KW0794.geopotential number by the normal gravity value computed on the
 KW0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0794.degrees latitude (g = 980.6199 gals.).
 KW0794
 KW0794.The modeled gravity was interpolated from observed gravity values.
 KW0794
 KW0794;                    North         East    Units  Estimated Accuracy
 KW0794;SPC PA S     -    80,990.      717,700.      MT  (+/- 180 meters Scaled)
 KW0794
 KW0794                          SUPERSEDED SURVEY CONTROL
 KW0794
 KW0794  NGVD 29 (??/??/??)  123.288  (m)          404.49   (f) ADJUSTED    2 0
 KW0794
 KW0794.Superseded values are not recommended for survey control.
 KW0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0794.See file dsdata.txt to determine how the superseded data were derived.
 KW0794
 KW0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK831347(NAD 83)
 KW0794_MARKER: DD = SURVEY DISK
 KW0794_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0794_SP_SET: OVERPASS CURBING
 KW0794_STAMPING: E 305 1966
 KW0794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0794
 KW0794  HISTORY     - Date     Condition        Report By
 KW0794  HISTORY     - 1966     MONUMENTED       PADH
 KW0794  HISTORY     - 1966     GOOD             CGS
 KW0794  HISTORY     - 1975     GOOD             PADT
 KW0794  HISTORY     - 19940625 MARK NOT FOUND   USGS
 KW0794
 KW0794                          STATION DESCRIPTION
 KW0794
 KW0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0794'8.7 MI E FROM COLUMBIA.
 KW0794'ABOUT 2.9 MILES EAST ALONG U.S. HIGHWAY 30 FROM ITS JUNCTION WITH
 KW0794'STATE HIGHWAYS 441 AND 241 IN COLUMBIA, TO THE JUNCTION OF U.S.
 KW0794'HWY. 30 BY-PASS, THENCE NORTHEAST ALONG BY-PASS FOR 5.8 MILES,
 KW0794'SET IN THE TOP OF THE NORTH END OF WEST CURBING OF A OVERPASS
 KW0794'OVER THE BY-PASS, 15 FEET WEST OF THE CENTERLINE OF ROAD, 4.0
 KW0794'FEET SOUTH OF THE NORTH END OF CURBING AND IS ABOUT 1 FOOT ABOVE
 KW0794'THE LEVEL OF THE ROAD.
 KW0794
 KW0794                          STATION RECOVERY (1975)
 KW0794
 KW0794'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 KW0794'MILEAGE ALONG BY-PASS IS INCORRECT IN DESCRIPTION, CORRECT MILEAGE IS
 KW0794'4.8 MILES NOT 5.8 AS STATED.
 KW0794
 KW0794                          STATION RECOVERY (1994)
 KW0794
 KW0794'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (DH)
 KW0794'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2112 ***********************************************************************
 JV2112  DESIGNATION -  E 306
 JV2112  PID         -  JV2112
 JV2112  STATE/COUNTY-  PA/ADAMS
 JV2112  USGS QUAD   -  BIGLERVILLE (1990)
 JV2112
 JV2112                         *CURRENT SURVEY CONTROL
 JV2112  ___________________________________________________________________
 JV2112* NAD 83(1986)-  39 57 40.     (N)    077 08 23.     (W)     SCALED    
 JV2112* NAVD 88     -       189.827  (meters)     622.79   (feet)  ADJUSTED  
 JV2112  ___________________________________________________________________
 JV2112  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 JV2112  DYNAMIC HT  -         189.726 (meters)     622.46  (feet)  COMP
 JV2112  MODELED GRAV-     980,087.6   (mgal)                       NAVD 88
 JV2112
 JV2112  VERT ORDER  -  SECOND    CLASS 0
 JV2112
 JV2112.The horizontal coordinates were scaled from a topographic map and have
 JV2112.an estimated accuracy of +/- 6 seconds.
 JV2112
 JV2112.The orthometric height was determined by differential leveling
 JV2112.and adjusted by the National Geodetic Survey in June 1991..
 JV2112
 JV2112.The geoid height was determined by GEOID03.
 JV2112
 JV2112.The dynamic height is computed by dividing the NAVD 88
 JV2112.geopotential number by the normal gravity value computed on the
 JV2112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2112.degrees latitude (g = 980.6199 gals.).
 JV2112
 JV2112.The modeled gravity was interpolated from observed gravity values.
 JV2112
 JV2112;                    North         East    Units  Estimated Accuracy
 JV2112;SPC PA S     -    69,890.      652,140.      MT  (+/- 180 meters Scaled)
 JV2112
 JV2112                          SUPERSEDED SURVEY CONTROL
 JV2112
 JV2112  NGVD 29 (??/??/??)  190.027  (m)          623.45   (f) ADJUSTED    2 0
 JV2112
 JV2112.Superseded values are not recommended for survey control.
 JV2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2112.See file dsdata.txt to determine how the superseded data were derived.
 JV2112
 JV2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK172256(NAD 83)
 JV2112_MARKER: DB = BENCH MARK DISK
 JV2112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV2112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV2112_STAMPING: E 306 1966
 JV2112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV2112+STABILITY: SURFACE MOTION
 JV2112
 JV2112  HISTORY     - Date     Condition        Report By
 JV2112  HISTORY     - 1966     MONUMENTED       CGS
 JV2112  HISTORY     - 1971     GOOD             DECKER
 JV2112  HISTORY     - 20050430 GOOD             GEOCAC
 JV2112
 JV2112                          STATION DESCRIPTION
 JV2112
 JV2112'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JV2112'0.9 MI NE FROM HEIDLERSBURG.
 JV2112'ABOUT 0.9 MILE NORTHEAST ALONG U.S. HIGHWAY 15 FROM ITS JUNCTION
 JV2112'WITH STATE HIGHWAY 234 IN HEIDLERSBURG, 111 FEET NORTH OF THE
 JV2112'APPROXIMATE CENTER OF A CROSSROAD, 19 FEET EAST OF THE CENTERLINE
 JV2112'OF HIGHWAY, 2.0 FEET NORTHEAST OF TELEPHONE POLE NO 432, SET IN
 JV2112'THE TOP OF A CONCRETE POST PROJECTING 4-INCHES AND IS ABOUT 1
 JV2112'FOOT BELOW THE LEVEL OF THE HIGHWAY.
 JV2112
 JV2112                          STATION RECOVERY (1971)
 JV2112
 JV2112'RECOVERY NOTE BY R L DECKER 1971
 JV2112'RECOVERED IN GOOD CONDITION.
 JV2112
 JV2112                          STATION RECOVERY (2005)
 JV2112
 JV2112'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 JV2112'39 57 39.5 (N) 077 08 23.9 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1440 ***********************************************************************
 KW1440  DESIGNATION -  E 307 PADH
 KW1440  PID         -  KW1440
 KW1440  STATE/COUNTY-  PA/SNYDER
 KW1440  USGS QUAD   -  PILLOW (1975)
 KW1440
 KW1440                         *CURRENT SURVEY CONTROL
 KW1440  ___________________________________________________________________
 KW1440* NAD 83(1986)-  40 44 13.     (N)    076 51 22.     (W)     SCALED    
 KW1440* NAVD 88     -       127.537  (meters)     418.43   (feet)  ADJUSTED  
 KW1440  ___________________________________________________________________
 KW1440  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 KW1440  DYNAMIC HT  -         127.480 (meters)     418.24  (feet)  COMP
 KW1440  MODELED GRAV-     980,171.0   (mgal)                       NAVD 88
 KW1440
 KW1440  VERT ORDER  -  FIRST     CLASS II
 KW1440
 KW1440.The horizontal coordinates were scaled from a topographic map and have
 KW1440.an estimated accuracy of +/- 6 seconds.
 KW1440
 KW1440.The orthometric height was determined by differential leveling
 KW1440.and adjusted by the National Geodetic Survey in June 1991..
 KW1440
 KW1440.The geoid height was determined by GEOID03.
 KW1440
 KW1440.The dynamic height is computed by dividing the NAVD 88
 KW1440.geopotential number by the normal gravity value computed on the
 KW1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1440.degrees latitude (g = 980.6199 gals.).
 KW1440
 KW1440.The modeled gravity was interpolated from observed gravity values.
 KW1440
 KW1440;                    North         East    Units  Estimated Accuracy
 KW1440;SPC PA S     -   156,230.      675,500.      MT  (+/- 180 meters Scaled)
 KW1440
 KW1440                          SUPERSEDED SURVEY CONTROL
 KW1440
 KW1440  NGVD 29 (??/??/??)  127.772  (m)          419.20   (f) ADJUSTED    1 2
 KW1440
 KW1440.Superseded values are not recommended for survey control.
 KW1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1440.See file dsdata.txt to determine how the superseded data were derived.
 KW1440
 KW1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL432112(NAD 83)
 KW1440_MARKER: DD = SURVEY DISK
 KW1440_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1440_SP_SET: CULVERT
 KW1440_STAMPING: E 307 1966
 KW1440_MARK LOGO: PADH  
 KW1440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1440
 KW1440  HISTORY     - Date     Condition        Report By
 KW1440  HISTORY     - 1966     MONUMENTED       PADH
 KW1440  HISTORY     - 1966     GOOD             CGS
 KW1440  HISTORY     - 1983     GOOD             NGS
 KW1440
 KW1440                          STATION DESCRIPTION
 KW1440
 KW1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1440'4.4 MI S FROM SELINSGROVE.
 KW1440'4.4 MILES SOUTH ALONG U.S. HIGHWAYS 11 AND 15 FROM THE POST
 KW1440'OFFICE IN SELINSGROVE, 45 FEET EAST OF THE APPROXIMATE CENTER
 KW1440'OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST WINGWALL OF A
 KW1440'LARGE BOX CULVERT AND IS ABOUT 14 FEET BELOW THE LEVEL OF THE
 KW1440'HIGHWAY.
 KW1440
 KW1440                          STATION RECOVERY (1983)
 KW1440
 KW1440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KW1440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1866 ***********************************************************************
 KW1866  DESIGNATION -  E 308 PADH
 KW1866  PID         -  KW1866
 KW1866  STATE/COUNTY-  PA/DAUPHIN
 KW1866  USGS QUAD   -  DUNCANNON (1984)
 KW1866
 KW1866                         *CURRENT SURVEY CONTROL
 KW1866  ___________________________________________________________________
 KW1866* NAD 83(1986)-  40 25 16.     (N)    077 00 38.     (W)     SCALED    
 KW1866* NAVD 88     -       118.082  (meters)     387.41   (feet)  ADJUSTED  
 KW1866  ___________________________________________________________________
 KW1866  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KW1866  DYNAMIC HT  -         118.024 (meters)     387.22  (feet)  COMP
 KW1866  MODELED GRAV-     980,139.2   (mgal)                       NAVD 88
 KW1866
 KW1866  VERT ORDER  -  FIRST     CLASS II
 KW1866
 KW1866.The horizontal coordinates were scaled from a topographic map and have
 KW1866.an estimated accuracy of +/- 6 seconds.
 KW1866
 KW1866.The orthometric height was determined by differential leveling
 KW1866.and adjusted by the National Geodetic Survey in June 1991..
 KW1866
 KW1866.The geoid height was determined by GEOID03.
 KW1866
 KW1866.The dynamic height is computed by dividing the NAVD 88
 KW1866.geopotential number by the normal gravity value computed on the
 KW1866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1866.degrees latitude (g = 980.6199 gals.).
 KW1866
 KW1866.The modeled gravity was interpolated from observed gravity values.
 KW1866
 KW1866;                    North         East    Units  Estimated Accuracy
 KW1866;SPC PA S     -   121,040.      662,750.      MT  (+/- 180 meters Scaled)
 KW1866
 KW1866                          SUPERSEDED SURVEY CONTROL
 KW1866
 KW1866  NGVD 29 (??/??/??)  118.318  (m)          388.18   (f) ADJUSTED    1 2
 KW1866
 KW1866.Superseded values are not recommended for survey control.
 KW1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1866.See file dsdata.txt to determine how the superseded data were derived.
 KW1866
 KW1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK294764(NAD 83)
 KW1866_MARKER: DD = SURVEY DISK
 KW1866_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1866_SP_SET: WINGWALL
 KW1866_STAMPING: E 308 1966
 KW1866_MARK LOGO: PADH  
 KW1866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1866
 KW1866  HISTORY     - Date     Condition        Report By
 KW1866  HISTORY     - 1966     MONUMENTED       PADH
 KW1866  HISTORY     - 1966     GOOD             CGS
 KW1866  HISTORY     - 1983     GOOD             NGS
 KW1866
 KW1866                          STATION DESCRIPTION
 KW1866
 KW1866'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1866'AT AMITY HALL.
 KW1866'AT AMITY HALL, SET IN THE TOP OF THE SOUTHEAST WINGWALL OF
 KW1866'VIADUCT AT THE JUNCTION OF U.S. HIGHWAYS, 11, 15, 22 AND 322,
 KW1866'26.5 FEET SOUTHEAST OF THE NORTH BOUND LANE OF U.S. HIGHWAY 11
 KW1866'AND 15, AND IS ABOUT LEVEL WITH THE HIGHWAY, NOTE-- THIS MARK WAS
 KW1866'USED AS A REFERENCE MARK TO TRAVERSE STATION AMITY.  95.6 FEET
 KW1866'NORTH OF STATION AMITY, (SLOPE DISTANCE)
 KW1866
 KW1866                          STATION RECOVERY (1983)
 KW1866
 KW1866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KW1866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1743 ***********************************************************************
 KW1743  DESIGNATION -  E 309 PADH
 KW1743  PID         -  KW1743
 KW1743  STATE/COUNTY-  PA/JUNIATA
 KW1743  USGS QUAD   -  MILLERSTOWN (1978)
 KW1743
 KW1743                         *CURRENT SURVEY CONTROL
 KW1743  ___________________________________________________________________
 KW1743* NAD 83(1986)-  40 33 53.     (N)    077 14 03.     (W)     SCALED    
 KW1743* NAVD 88     -       132.965  (meters)     436.24   (feet)  ADJUSTED  
 KW1743  ___________________________________________________________________
 KW1743  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KW1743  DYNAMIC HT  -         132.903 (meters)     436.03  (feet)  COMP
 KW1743  MODELED GRAV-     980,155.5   (mgal)                       NAVD 88
 KW1743
 KW1743  VERT ORDER  -  SECOND    CLASS 0
 KW1743
 KW1743.The horizontal coordinates were scaled from a topographic map and have
 KW1743.an estimated accuracy of +/- 6 seconds.
 KW1743
 KW1743.The orthometric height was determined by differential leveling
 KW1743.and adjusted by the National Geodetic Survey in June 1991..
 KW1743
 KW1743.The geoid height was determined by GEOID03.
 KW1743
 KW1743.The dynamic height is computed by dividing the NAVD 88
 KW1743.geopotential number by the normal gravity value computed on the
 KW1743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1743.degrees latitude (g = 980.6199 gals.).
 KW1743
 KW1743.The modeled gravity was interpolated from observed gravity values.
 KW1743
 KW1743;                    North         East    Units  Estimated Accuracy
 KW1743;SPC PA S     -   136,860.      643,680.      MT  (+/- 180 meters Scaled)
 KW1743
 KW1743                          SUPERSEDED SURVEY CONTROL
 KW1743
 KW1743  NGVD 29 (??/??/??)  133.185  (m)          436.96   (f) ADJUSTED    2 0
 KW1743
 KW1743.Superseded values are not recommended for survey control.
 KW1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1743.See file dsdata.txt to determine how the superseded data were derived.
 KW1743
 KW1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK108928(NAD 83)
 KW1743_MARKER: DD = SURVEY DISK
 KW1743_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1743_SP_SET: BRIDGE
 KW1743_STAMPING: E 309 1966
 KW1743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1743
 KW1743  HISTORY     - Date     Condition        Report By
 KW1743  HISTORY     - 1966     MONUMENTED       PADH
 KW1743  HISTORY     - 1966     GOOD             CGS
 KW1743  HISTORY     - 1968     GOOD             CGS
 KW1743
 KW1743                          STATION DESCRIPTION
 KW1743
 KW1743'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1743'AT THOMPSONTOWN.
 KW1743'AT THOMPSONTOWN, SET IN THE TOP OF THE NORTHEAST WINGWALL OF BRIDGE
 KW1743'OVER DELAWARE CREEK, 19 FEET NORTH OF THE CENTERLINE OF
 KW1743'HIGHWAY, 14 FEET WEST OF POLE NO 541, AND IS ABOUT LEVEL WITH
 KW1743'THE HIGHWAY.
 KW1743
 KW1743                          STATION RECOVERY (1968)
 KW1743
 KW1743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 KW1743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1772 ***********************************************************************
 KW1772  DESIGNATION -  E 310
 KW1772  PID         -  KW1772
 KW1772  STATE/COUNTY-  PA/MIFFLIN
 KW1772  USGS QUAD   -  ALFARATA (1978)
 KW1772
 KW1772                         *CURRENT SURVEY CONTROL
 KW1772  ___________________________________________________________________
 KW1772* NAD 83(1986)-  40 40 11.     (N)    077 25 47.     (W)     SCALED    
 KW1772* NAVD 88     -       196.798  (meters)     645.66   (feet)  ADJUSTED  
 KW1772  ___________________________________________________________________
 KW1772  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KW1772  DYNAMIC HT  -         196.704 (meters)     645.35  (feet)  COMP
 KW1772  MODELED GRAV-     980,143.5   (mgal)                       NAVD 88
 KW1772
 KW1772  VERT ORDER  -  SECOND    CLASS 0
 KW1772
 KW1772.The horizontal coordinates were scaled from a topographic map and have
 KW1772.an estimated accuracy of +/- 6 seconds.
 KW1772
 KW1772.The orthometric height was determined by differential leveling
 KW1772.and adjusted by the National Geodetic Survey in June 1991..
 KW1772
 KW1772.The geoid height was determined by GEOID03.
 KW1772
 KW1772.The dynamic height is computed by dividing the NAVD 88
 KW1772.geopotential number by the normal gravity value computed on the
 KW1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1772.degrees latitude (g = 980.6199 gals.).
 KW1772
 KW1772.The modeled gravity was interpolated from observed gravity values.
 KW1772
 KW1772;                    North         East    Units  Estimated Accuracy
 KW1772;SPC PA S     -   148,440.      627,080.      MT  (+/- 180 meters Scaled)
 KW1772
 KW1772                          SUPERSEDED SURVEY CONTROL
 KW1772
 KW1772  NGVD 29 (??/??/??)  197.010  (m)          646.36   (f) ADJUSTED    2 0
 KW1772
 KW1772.Superseded values are not recommended for survey control.
 KW1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1772.See file dsdata.txt to determine how the superseded data were derived.
 KW1772
 KW1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL946049(NAD 83)
 KW1772_MARKER: DB = BENCH MARK DISK
 KW1772_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1772_SP_SET: CULVERT
 KW1772_STAMPING: E 310 1966
 KW1772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1772
 KW1772  HISTORY     - Date     Condition        Report By
 KW1772  HISTORY     - 1966     MONUMENTED       CGS
 KW1772
 KW1772                          STATION DESCRIPTION
 KW1772
 KW1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1772'6.7 MI SW FROM MC CLURE.
 KW1772'6.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 522 FROM ITS JUNCTION
 KW1772'WITH MAIN STREET IN MC CLURE, 35 FEET EAST OF POLE NO 309, 17
 KW1772'FEET SOUTH OF THE CENTERLINE OF HIGHWAY, SET IN THE TOP OF A
 KW1772'L SHAPED HEADWALL OF A CULVERT, 0.6 FOOT NORTH OF THE SOUTH
 KW1772'END OF HEADWALL AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2258 ***********************************************************************
 KW2258  DESIGNATION -  E 311 PADH
 KW2258  PID         -  KW2258
 KW2258  STATE/COUNTY-  PA/MIFFLIN
 KW2258  USGS QUAD   -  NEWTON HAMILTON (1971)
 KW2258
 KW2258                         *CURRENT SURVEY CONTROL
 KW2258  ___________________________________________________________________
 KW2258* NAD 83(1986)-  40 28 11.     (N)    077 47 29.     (W)     SCALED    
 KW2258* NAVD 88     -       205.782  (meters)     675.14   (feet)  ADJUSTED  
 KW2258  ___________________________________________________________________
 KW2258  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KW2258  DYNAMIC HT  -         205.678 (meters)     674.80  (feet)  COMP
 KW2258  MODELED GRAV-     980,112.9   (mgal)                       NAVD 88
 KW2258
 KW2258  VERT ORDER  -  SECOND    CLASS 0
 KW2258
 KW2258.The horizontal coordinates were scaled from a topographic map and have
 KW2258.an estimated accuracy of +/- 6 seconds.
 KW2258
 KW2258.The orthometric height was determined by differential leveling
 KW2258.and adjusted by the National Geodetic Survey in June 1991..
 KW2258
 KW2258.The geoid height was determined by GEOID03.
 KW2258
 KW2258.The dynamic height is computed by dividing the NAVD 88
 KW2258.geopotential number by the normal gravity value computed on the
 KW2258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2258.degrees latitude (g = 980.6199 gals.).
 KW2258
 KW2258.The modeled gravity was interpolated from observed gravity values.
 KW2258
 KW2258;                    North         East    Units  Estimated Accuracy
 KW2258;SPC PA S     -   126,180.      596,490.      MT  (+/- 180 meters Scaled)
 KW2258
 KW2258                          SUPERSEDED SURVEY CONTROL
 KW2258
 KW2258  NGVD 29 (??/??/??)  205.982  (m)          675.79   (f) ADJUSTED    2 0
 KW2258
 KW2258.Superseded values are not recommended for survey control.
 KW2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2258.See file dsdata.txt to determine how the superseded data were derived.
 KW2258
 KW2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK633836(NAD 83)
 KW2258_MARKER: DD = SURVEY DISK
 KW2258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2258_SP_SET: CULVERT
 KW2258_STAMPING: E 311 1966
 KW2258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2258
 KW2258  HISTORY     - Date     Condition        Report By
 KW2258  HISTORY     - 1966     MONUMENTED       PADH
 KW2258  HISTORY     - 1967     GOOD             CGS
 KW2258
 KW2258                          STATION DESCRIPTION
 KW2258
 KW2258'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KW2258'3.6 MI SW FROM MC VEYTOWN.
 KW2258'3.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 22 AND 522 FROM THE POST
 KW2258'OFFICE IN MC VEYTOWN, SET IN THE TOP OF THE SOUTHWEST WINGWALL
 KW2258'OF A LARGE BOX CULVERT, 25 FEET SOUTHEAST OF THE CENTERLINE
 KW2258'OF THE HIGHWAY AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE
 KW2258'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0358 ***********************************************************************
 KX0358  DESIGNATION -  E 312
 KX0358  PID         -  KX0358
 KX0358  STATE/COUNTY-  PA/BLAIR
 KX0358  USGS QUAD   -  FRANKSTOWN (1994)
 KX0358
 KX0358                         *CURRENT SURVEY CONTROL
 KX0358  ___________________________________________________________________
 KX0358* NAD 83(1986)-  40 28 55.     (N)    078 15 33.     (W)     SCALED    
 KX0358* NAVD 88     -       268.476  (meters)     880.83   (feet)  ADJUSTED  
 KX0358  ___________________________________________________________________
 KX0358  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KX0358  DYNAMIC HT  -         268.335 (meters)     880.36  (feet)  COMP
 KX0358  MODELED GRAV-     980,094.3   (mgal)                       NAVD 88
 KX0358
 KX0358  VERT ORDER  -  SECOND    CLASS 0
 KX0358
 KX0358.The horizontal coordinates were scaled from a topographic map and have
 KX0358.an estimated accuracy of +/- 6 seconds.
 KX0358
 KX0358.The orthometric height was determined by differential leveling
 KX0358.and adjusted by the National Geodetic Survey in June 1991..
 KX0358
 KX0358.The geoid height was determined by GEOID03.
 KX0358
 KX0358.The dynamic height is computed by dividing the NAVD 88
 KX0358.geopotential number by the normal gravity value computed on the
 KX0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0358.degrees latitude (g = 980.6199 gals.).
 KX0358
 KX0358.The modeled gravity was interpolated from observed gravity values.
 KX0358
 KX0358;                    North         East    Units  Estimated Accuracy
 KX0358;SPC PA S     -   127,660.      556,830.      MT  (+/- 180 meters Scaled)
 KX0358
 KX0358                          SUPERSEDED SURVEY CONTROL
 KX0358
 KX0358  NGVD 29 (??/??/92)  268.654  (m)          881.41   (f) ADJ UNCH    2 0
 KX0358
 KX0358.Superseded values are not recommended for survey control.
 KX0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0358.See file dsdata.txt to determine how the superseded data were derived.
 KX0358
 KX0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE323848(NAD 83)
 KX0358_MARKER: DD = SURVEY DISK
 KX0358_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0358_SP_SET: BRIDGE
 KX0358_STAMPING: E 312 1966
 KX0358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0358
 KX0358  HISTORY     - Date     Condition        Report By
 KX0358  HISTORY     - 1966     MONUMENTED       PADT
 KX0358  HISTORY     - 1967     GOOD             NGS
 KX0358
 KX0358                          STATION DESCRIPTION
 KX0358
 KX0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0358'5.8 MI SE FROM FRANKSTOWN.
 KX0358'5.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 22 FROM ITS JUNCTION
 KX0358'WITH FRANKSTOWN ROAD IN FRANKSTOWN, SET IN THE TOP OF THE
 KX0358'SOUTHWEST WINGWALL OF A SMALL BRIDGE, 40 FEET NORTHEAST OF
 KX0358'POWERLINE POLE NO 209, 21 FEET SOUTHEAST OF THE CENTERLINE
 KX0358'OF HIGHWAY AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0388 ***********************************************************************
 KX0388  DESIGNATION -  E 313
 KX0388  PID         -  KX0388
 KX0388  STATE/COUNTY-  PA/BLAIR
 KX0388  USGS QUAD   -  ROARING SPRING (1987)
 KX0388
 KX0388                         *CURRENT SURVEY CONTROL
 KX0388  ___________________________________________________________________
 KX0388* NAD 83(1986)-  40 19 47.     (N)    078 26 14.     (W)     SCALED    
 KX0388* NAVD 88     -       324.875  (meters)    1065.86   (feet)  ADJUSTED  
 KX0388  ___________________________________________________________________
 KX0388  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KX0388  DYNAMIC HT  -         324.698 (meters)    1065.28  (feet)  COMP
 KX0388  MODELED GRAV-     980,073.1   (mgal)                       NAVD 88
 KX0388
 KX0388  VERT ORDER  -  SECOND    CLASS 0
 KX0388
 KX0388.The horizontal coordinates were scaled from a topographic map and have
 KX0388.an estimated accuracy of +/- 6 seconds.
 KX0388
 KX0388.The orthometric height was determined by differential leveling
 KX0388.and adjusted by the National Geodetic Survey in June 1991..
 KX0388
 KX0388.The geoid height was determined by GEOID03.
 KX0388
 KX0388.The dynamic height is computed by dividing the NAVD 88
 KX0388.geopotential number by the normal gravity value computed on the
 KX0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0388.degrees latitude (g = 980.6199 gals.).
 KX0388
 KX0388.The modeled gravity was interpolated from observed gravity values.
 KX0388
 KX0388;                    North         East    Units  Estimated Accuracy
 KX0388;SPC PA S     -   110,860.      541,600.      MT  (+/- 180 meters Scaled)
 KX0388
 KX0388                          SUPERSEDED SURVEY CONTROL
 KX0388
 KX0388  NGVD 29 (??/??/92)  325.024  (m)         1066.35   (f) ADJ UNCH    2 0
 KX0388
 KX0388.Superseded values are not recommended for survey control.
 KX0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0388.See file dsdata.txt to determine how the superseded data were derived.
 KX0388
 KX0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE177675(NAD 83)
 KX0388_MARKER: DD = SURVEY DISK
 KX0388_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0388_SP_SET: BRIDGE
 KX0388_STAMPING: E 313 1967
 KX0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0388
 KX0388  HISTORY     - Date     Condition        Report By
 KX0388  HISTORY     - 1967     MONUMENTED       PADT
 KX0388  HISTORY     - 1967     GOOD             NGS
 KX0388
 KX0388                          STATION DESCRIPTION
 KX0388
 KX0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0388'4.4 MI S FROM NEWRY.
 KX0388'4.4 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE,
 KX0388'SET IN THE TOP OF THE SOUTHEAST WINGWALL OF A BRIDGE, 22.0 FEET
 KX0388'EAST OF THE CENTERLINE OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0518 ***********************************************************************
 JW0518  DESIGNATION -  E 314
 JW0518  PID         -  JW0518
 JW0518  STATE/COUNTY-  PA/BEDFORD
 JW0518  USGS QUAD   -  RAINSBURG (1977)
 JW0518
 JW0518                         *CURRENT SURVEY CONTROL
 JW0518  ___________________________________________________________________
 JW0518* NAD 83(1986)-  39 59 44.     (N)    078 30 34.     (W)     SCALED    
 JW0518* NAVD 88     -       338.967  (meters)    1112.09   (feet)  ADJUSTED  
 JW0518  ___________________________________________________________________
 JW0518  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 JW0518  DYNAMIC HT  -         338.776 (meters)    1111.47  (feet)  COMP
 JW0518  MODELED GRAV-     980,051.9   (mgal)                       NAVD 88
 JW0518
 JW0518  VERT ORDER  -  SECOND    CLASS 0
 JW0518
 JW0518.The horizontal coordinates were scaled from a topographic map and have
 JW0518.an estimated accuracy of +/- 6 seconds.
 JW0518
 JW0518.The orthometric height was determined by differential leveling
 JW0518.and adjusted by the National Geodetic Survey in June 1991..
 JW0518
 JW0518.The geoid height was determined by GEOID03.
 JW0518
 JW0518.The dynamic height is computed by dividing the NAVD 88
 JW0518.geopotential number by the normal gravity value computed on the
 JW0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0518.degrees latitude (g = 980.6199 gals.).
 JW0518
 JW0518.The modeled gravity was interpolated from observed gravity values.
 JW0518
 JW0518;                    North         East    Units  Estimated Accuracy
 JW0518;SPC PA S     -    73,810.      535,150.      MT  (+/- 180 meters Scaled)
 JW0518
 JW0518                          SUPERSEDED SURVEY CONTROL
 JW0518
 JW0518  NGVD 29 (??/??/92)  339.130  (m)         1112.63   (f) ADJ UNCH    2 0
 JW0518
 JW0518.Superseded values are not recommended for survey control.
 JW0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0518.See file dsdata.txt to determine how the superseded data were derived.
 JW0518
 JW0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE126302(NAD 83)
 JW0518_MARKER: DB = BENCH MARK DISK
 JW0518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0518_SP_SET: CATCH BASIN
 JW0518_STAMPING: E 314 1967
 JW0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW0518+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2004
 JW0518
 JW0518  HISTORY     - Date     Condition        Report By
 JW0518  HISTORY     - 1967     MONUMENTED       CGS
 JW0518  HISTORY     - 20040304 GOOD             PADT
 JW0518
 JW0518                          STATION DESCRIPTION
 JW0518
 JW0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JW0518'1.9 MI S FROM BEDFORD.
 JW0518'ABOUT 1.9 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE JUNCTION
 JW0518'OF U.S. HIGHWAY 220 AND 30 (PITT STREET), SET IN THE TOP OF THE
 JW0518'APPROXIMATE CENTER OF THE BACKWALL OF A CATCH BASIN, 18.0 FEET
 JW0518'NORTH OF THE CENTERLINE OF HIGHWAY AND 1.0 FOOT ABOVE HIGHWAY.
 JW0518
 JW0518                          STATION RECOVERY (2004)
 JW0518
 JW0518'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (TRN)
 JW0518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0602 ***********************************************************************
 KX0602  DESIGNATION -  E 315
 KX0602  PID         -  KX0602
 KX0602  STATE/COUNTY-  PA/CAMBRIA
 KX0602  USGS QUAD   -  EBENSBURG (1994)
 KX0602
 KX0602                         *CURRENT SURVEY CONTROL
 KX0602  ___________________________________________________________________
 KX0602* NAD 83(1986)-  40 29 58.     (N)    078 43 20.     (W)     SCALED    
 KX0602* NAVD 88     -       644.899  (meters)    2115.81   (feet)  ADJUSTED  
 KX0602  ___________________________________________________________________
 KX0602  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KX0602  DYNAMIC HT  -         644.534 (meters)    2114.61  (feet)  COMP
 KX0602  MODELED GRAV-     980,038.0   (mgal)                       NAVD 88
 KX0602
 KX0602  VERT ORDER  -  SECOND    CLASS 0
 KX0602
 KX0602.The horizontal coordinates were scaled from a topographic map and have
 KX0602.an estimated accuracy of +/- 6 seconds.
 KX0602
 KX0602.The orthometric height was determined by differential leveling
 KX0602.and adjusted by the National Geodetic Survey in June 1991..
 KX0602
 KX0602.The geoid height was determined by GEOID03.
 KX0602
 KX0602.The dynamic height is computed by dividing the NAVD 88
 KX0602.geopotential number by the normal gravity value computed on the
 KX0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0602.degrees latitude (g = 980.6199 gals.).
 KX0602
 KX0602.The modeled gravity was interpolated from observed gravity values.
 KX0602
 KX0602;                    North         East    Units  Estimated Accuracy
 KX0602;SPC PA S     -   129,930.      517,590.      MT  (+/- 180 meters Scaled)
 KX0602
 KX0602                          SUPERSEDED SURVEY CONTROL
 KX0602
 KX0602  NGVD 29 (??/??/92)  645.046  (m)         2116.29   (f) ADJ UNCH    2 0
 KX0602
 KX0602.Superseded values are not recommended for survey control.
 KX0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0602.See file dsdata.txt to determine how the superseded data were derived.
 KX0602
 KX0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE930856(NAD 83)
 KX0602_MARKER: DB = BENCH MARK DISK
 KX0602_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0602_SP_SET: CULVERT
 KX0602_STAMPING: E 315 1967
 KX0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0602
 KX0602  HISTORY     - Date     Condition        Report By
 KX0602  HISTORY     - 1967     MONUMENTED       CGS
 KX0602
 KX0602                          STATION DESCRIPTION
 KX0602
 KX0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0602'1 MI N FROM EBENSBURG.
 KX0602'ABOUT 1.0 MILE NORTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE
 KX0602'IN EBENSBURG, 22 FEET EAST OF THE CENTERLINE OF HIGHWAY, 1.0
 KX0602'FOOT NORTH OF THE SOUTH END OF CULVERT, SET IN THE TOP OF THE
 KX0602'SOUTH END OF THE EAST HEADWALL OF A BOX CULVERT, 4.2 FEET EAST
 KX0602'OF A METAL WITNESS SIGN AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0581 ***********************************************************************
 KX0581  DESIGNATION -  E 316
 KX0581  PID         -  KX0581
 KX0581  STATE/COUNTY-  PA/SOMERSET
 KX0581  USGS QUAD   -  HOOVERSVILLE (1994)
 KX0581
 KX0581                         *CURRENT SURVEY CONTROL
 KX0581  ___________________________________________________________________
 KX0581* NAD 83(1986)-  40 12 43.     (N)    078 53 56.     (W)     SCALED    
 KX0581* NAVD 88     -       458.478  (meters)    1504.19   (feet)  ADJUSTED  
 KX0581  ___________________________________________________________________
 KX0581  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 KX0581  DYNAMIC HT  -         458.218 (meters)    1503.34  (feet)  COMP
 KX0581  MODELED GRAV-     980,044.7   (mgal)                       NAVD 88
 KX0581
 KX0581  VERT ORDER  -  SECOND    CLASS 0
 KX0581
 KX0581.The horizontal coordinates were scaled from a topographic map and have
 KX0581.an estimated accuracy of +/- 6 seconds.
 KX0581
 KX0581.The orthometric height was determined by differential leveling
 KX0581.and adjusted by the National Geodetic Survey in June 1991..
 KX0581
 KX0581.The geoid height was determined by GEOID03.
 KX0581
 KX0581.The dynamic height is computed by dividing the NAVD 88
 KX0581.geopotential number by the normal gravity value computed on the
 KX0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0581.degrees latitude (g = 980.6199 gals.).
 KX0581
 KX0581.The modeled gravity was interpolated from observed gravity values.
 KX0581
 KX0581;                    North         East    Units  Estimated Accuracy
 KX0581;SPC PA S     -    98,190.      502,200.      MT  (+/- 180 meters Scaled)
 KX0581
 KX0581                          SUPERSEDED SURVEY CONTROL
 KX0581
 KX0581  NGVD 29 (??/??/92)  458.629  (m)         1504.69   (f) ADJ UNCH    2 0
 KX0581
 KX0581.Superseded values are not recommended for survey control.
 KX0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0581.See file dsdata.txt to determine how the superseded data were derived.
 KX0581
 KX0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE788533(NAD 83)
 KX0581_MARKER: DB = BENCH MARK DISK
 KX0581_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0581_SP_SET: RETAINING WALL
 KX0581_STAMPING: E 316 1967
 KX0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0581
 KX0581  HISTORY     - Date     Condition        Report By
 KX0581  HISTORY     - 1967     MONUMENTED       CGS
 KX0581
 KX0581                          STATION DESCRIPTION
 KX0581
 KX0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0581'AT SENORA.
 KX0581'AT SEENORA, 270 FEET NORTHEAST OF THE POST OFFICE, 21 FEET
 KX0581'WEST OF THE CENTERLINE OF STATE HIGHWAY 601, 12 FEET NORTH OF
 KX0581'THE NORTHWEST CORNER OF A BRIDGE OVER STONEY CREEK, 2.5 FEET
 KX0581'NORTHWEST OF A TELEPHONE POLE, SET IN THE TOP OF A LARGE RETAINING
 KX0581'WALL AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0766 ***********************************************************************
 KX0766  DESIGNATION -  E 317
 KX0766  PID         -  KX0766
 KX0766  STATE/COUNTY-  PA/CAMBRIA
 KX0766  USGS QUAD   -  BARNESBORO (1984)
 KX0766
 KX0766                         *CURRENT SURVEY CONTROL
 KX0766  ___________________________________________________________________
 KX0766* NAD 83(1986)-  40 39 52.     (N)    078 47 05.     (W)     SCALED    
 KX0766* NAVD 88     -       443.189  (meters)    1454.03   (feet)  ADJUSTED  
 KX0766  ___________________________________________________________________
 KX0766  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KX0766  DYNAMIC HT  -         442.948 (meters)    1453.24  (feet)  COMP
 KX0766  MODELED GRAV-     980,068.9   (mgal)                       NAVD 88
 KX0766
 KX0766  VERT ORDER  -  SECOND    CLASS 0
 KX0766
 KX0766.The horizontal coordinates were scaled from a topographic map and have
 KX0766.an estimated accuracy of +/- 6 seconds.
 KX0766
 KX0766.The orthometric height was determined by differential leveling
 KX0766.and adjusted by the National Geodetic Survey in June 1991..
 KX0766
 KX0766.The geoid height was determined by GEOID03.
 KX0766
 KX0766.The dynamic height is computed by dividing the NAVD 88
 KX0766.geopotential number by the normal gravity value computed on the
 KX0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0766.degrees latitude (g = 980.6199 gals.).
 KX0766
 KX0766.The modeled gravity was interpolated from observed gravity values.
 KX0766
 KX0766;                    North         East    Units  Estimated Accuracy
 KX0766;SPC PA S     -   148,310.      512,510.      MT  (+/- 180 meters Scaled)
 KX0766
 KX0766                          SUPERSEDED SURVEY CONTROL
 KX0766
 KX0766  NGVD 29 (??/??/92)  443.347  (m)         1454.55   (f) ADJ UNCH    2 0
 KX0766
 KX0766.Superseded values are not recommended for survey control.
 KX0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0766.See file dsdata.txt to determine how the superseded data were derived.
 KX0766
 KX0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF872038(NAD 83)
 KX0766_MARKER: DB = BENCH MARK DISK
 KX0766_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0766_SP_SET: BRIDGE
 KX0766_STAMPING: E 317 1967
 KX0766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0766
 KX0766  HISTORY     - Date     Condition        Report By
 KX0766  HISTORY     - 1967     MONUMENTED       CGS
 KX0766  HISTORY     - 20010201 GOOD             PADT
 KX0766
 KX0766                          STATION DESCRIPTION
 KX0766
 KX0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0766'0.3 MI W FROM BARNESBORO.
 KX0766'ABOUT 0.05 MILE SOUTH ALONG 10TH STREET FROM THE POST OFFICE AT
 KX0766'BARNESBORO, THENCE WEST ALONG U.S. HIGHWAY 219 (PHILADELPHIA
 KX0766'AVENUE) FOR 0.25 MILE, SET IN THE EAST WINGWALL OF A BRIDGE,
 KX0766'ABOUT 500 FEET SOUTHWEST OF U.S. HIGHWAY 219, 17.0 FEET SOUTHEAST
 KX0766'OF THE CENTERLINE OF BLACKTOP ROAD, 3.2 FEET SOUTHEAST OF THE
 KX0766'NORTHEAST END OF BRIDGE AND ABOUT LEVEL WITH THE BLACKTOP
 KX0766'ROAD.
 KX0766
 KX0766                          STATION RECOVERY (2001)
 KX0766
 KX0766'RECOVERY NOTE BY PA DEPT OF TRANSP 2001
 KX0766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0736 ***********************************************************************
 KX0736  DESIGNATION -  E 318 PADH
 KX0736  PID         -  KX0736
 KX0736  STATE/COUNTY-  PA/JEFFERSON
 KX0736  USGS QUAD   -  MC GEES MILLS (1994)
 KX0736
 KX0736                         *CURRENT SURVEY CONTROL
 KX0736  ___________________________________________________________________
 KX0736* NAD 83(1986)-  40 59 06.     (N)    078 50 37.     (W)     SCALED    
 KX0736* NAVD 88     -       398.156  (meters)    1306.28   (feet)  ADJUSTED  
 KX0736  ___________________________________________________________________
 KX0736  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KX0736  DYNAMIC HT  -         397.960 (meters)    1305.64  (feet)  COMP
 KX0736  MODELED GRAV-     980,120.6   (mgal)                       NAVD 88
 KX0736
 KX0736  VERT ORDER  -  FIRST     CLASS II
 KX0736
 KX0736.The horizontal coordinates were scaled from a topographic map and have
 KX0736.an estimated accuracy of +/- 6 seconds.
 KX0736
 KX0736.The orthometric height was determined by differential leveling
 KX0736.and adjusted by the National Geodetic Survey in June 1991..
 KX0736
 KX0736.The geoid height was determined by GEOID03.
 KX0736
 KX0736.The dynamic height is computed by dividing the NAVD 88
 KX0736.geopotential number by the normal gravity value computed on the
 KX0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0736.degrees latitude (g = 980.6199 gals.).
 KX0736
 KX0736.The modeled gravity was interpolated from observed gravity values.
 KX0736
 KX0736;                    North         East    Units  Estimated Accuracy
 KX0736;SPC PA N     -    91,460.      507,970.      MT  (+/- 180 meters Scaled)
 KX0736
 KX0736                          SUPERSEDED SURVEY CONTROL
 KX0736
 KX0736  NGVD 29 (06/03/92)  398.306  (m)         1306.78   (f) ADJUSTED    1 2
 KX0736
 KX0736.Superseded values are not recommended for survey control.
 KX0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0736.See file dsdata.txt to determine how the superseded data were derived.
 KX0736
 KX0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF814393(NAD 83)
 KX0736_MARKER: DD = SURVEY DISK
 KX0736_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0736_SP_SET: BRIDGE
 KX0736_STAMPING: E 318 1967
 KX0736_MARK LOGO: PADH  
 KX0736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0736
 KX0736  HISTORY     - Date     Condition        Report By
 KX0736  HISTORY     - 1967     MONUMENTED       PADH
 KX0736  HISTORY     - 1967     GOOD             NGS
 KX0736  HISTORY     - 1974     GOOD             PADT
 KX0736  HISTORY     - 1982     GOOD             NGS
 KX0736
 KX0736                          STATION DESCRIPTION
 KX0736
 KX0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0736'4.7 MI SW FROM TROUTVILLE.
 KX0736'4.7 MILES SOUTHWEST ALONG STATE HIGHWAY 410 FROM THE MAIN
 KX0736'CROSSROAD IN TROUTVILLE, 300 FEET NORTHEAST OF THE B AND O R.R.,
 KX0736'21 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, SET IN THE TOP
 KX0736'OF THE SOUTHWEST WINGWALL OF A BRIDGE AND IS ABOUT LEVEL WITH THE
 KX0736'HIGHWAY.
 KX0736
 KX0736                          STATION RECOVERY (1974)
 KX0736
 KX0736'RECOVERY NOTE BY PA DEPT OF TRANSP 1974
 KX0736'RECOVERED IN GOOD CONDITION.
 KX0736
 KX0736                          STATION RECOVERY (1982)
 KX0736
 KX0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KX0736'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 KX0736'8.4 KM (5.2 MI) SOUTHWEST ALONG U.S. HIGHWAY 119 SOUTH FROM THE
 KX0736'BETHEL BAPTIST CHURCH IN SYKESVILLE, THENCE 0.2 KM (0.1 MI) TO THE MAR
 KX0736'ON THE RIGHT IN THE SOUTHWEST ABUTMENT OF A BRIDGE, ALSO
 KX0736'2.5 KM (1.55 MI) NORTHEAST OF BIG RUN, 5.5 METERS
 KX0736'(18.0 FT) SOUTH OF THE CENTER OF STATE HIGHWAY 410, 7.10 METERS
 KX0736'(26.0 FT) NORTHEAST OF A POWER POLE NUMBER 77491.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0812 ***********************************************************************
 KX0812  DESIGNATION -  E 319
 KX0812  PID         -  KX0812
 KX0812  STATE/COUNTY-  PA/INDIANA
 KX0812  USGS QUAD   -  STRONGSTOWN (1977)
 KX0812
 KX0812                         *CURRENT SURVEY CONTROL
 KX0812  ___________________________________________________________________
 KX0812* NAD 83(1986)-  40 34 20.     (N)    078 58 34.     (W)     SCALED    
 KX0812* NAVD 88     -       517.690  (meters)    1698.45   (feet)  ADJUSTED  
 KX0812  ___________________________________________________________________
 KX0812  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KX0812  DYNAMIC HT  -         517.409 (meters)    1697.53  (feet)  COMP
 KX0812  MODELED GRAV-     980,065.3   (mgal)                       NAVD 88
 KX0812
 KX0812  VERT ORDER  -  SECOND    CLASS 0
 KX0812
 KX0812.The horizontal coordinates were scaled from a topographic map and have
 KX0812.an estimated accuracy of +/- 6 seconds.
 KX0812
 KX0812.The orthometric height was determined by differential leveling
 KX0812.and adjusted by the National Geodetic Survey in June 1991..
 KX0812
 KX0812.The geoid height was determined by GEOID03.
 KX0812
 KX0812.The dynamic height is computed by dividing the NAVD 88
 KX0812.geopotential number by the normal gravity value computed on the
 KX0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0812.degrees latitude (g = 980.6199 gals.).
 KX0812
 KX0812.The modeled gravity was interpolated from observed gravity values.
 KX0812
 KX0812;                    North         East    Units  Estimated Accuracy
 KX0812;SPC PA S     -   138,280.      496,180.      MT  (+/- 180 meters Scaled)
 KX0812
 KX0812                          SUPERSEDED SURVEY CONTROL
 KX0812
 KX0812  NGVD 29 (??/??/92)  517.857  (m)         1699.00   (f) ADJ UNCH    2 0
 KX0812
 KX0812.Superseded values are not recommended for survey control.
 KX0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0812.See file dsdata.txt to determine how the superseded data were derived.
 KX0812
 KX0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE713932(NAD 83)
 KX0812_MARKER: DB = BENCH MARK DISK
 KX0812_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0812_SP_SET: CATCH BASIN
 KX0812_STAMPING: E 319 1967
 KX0812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0812
 KX0812  HISTORY     - Date     Condition        Report By
 KX0812  HISTORY     - 1967     MONUMENTED       CGS
 KX0812
 KX0812                          STATION DESCRIPTION
 KX0812
 KX0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0812'3.5 MI W FROM STRONGSTOWN.
 KX0812'3.5 MILES WEST ALONG U.S. HIGHWAY 422 FROM ITS JUNCTION WITH
 KX0812'STATE HIGHWAY 403 IN STRONGSTOWN, SET IN THE TOP OF THE
 KX0812'APPROXIMATE CENTER OF THE BACKWALL OF A CATCH BASIN, 27 FEET
 KX0812'NORTH OF THE CENTERLINE OF HIGHWAY, 6.3 FEET WEST OF A METAL
 KX0812'WITNESS SIGN, AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0538 ***********************************************************************
 LZ0538  DESIGNATION -  E 32
 LZ0538  PID         -  LZ0538
 LZ0538  STATE/COUNTY-  PA/TIOGA
 LZ0538  USGS QUAD   -  GLEASON (1986)
 LZ0538
 LZ0538                         *CURRENT SURVEY CONTROL
 LZ0538  ___________________________________________________________________
 LZ0538* NAD 83(1986)-  41 40 20.     (N)    076 56 47.     (W)     SCALED    
 LZ0538* NAVD 88     -       536.325  (meters)    1759.59   (feet)  ADJUSTED  
 LZ0538  ___________________________________________________________________
 LZ0538  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LZ0538  DYNAMIC HT  -         536.082 (meters)    1758.80  (feet)  COMP
 LZ0538  MODELED GRAV-     980,153.1   (mgal)                       NAVD 88
 LZ0538
 LZ0538  VERT ORDER  -  SECOND    CLASS 0
 LZ0538
 LZ0538.The horizontal coordinates were scaled from a topographic map and have
 LZ0538.an estimated accuracy of +/- 6 seconds.
 LZ0538
 LZ0538.The orthometric height was determined by differential leveling
 LZ0538.and adjusted by the National Geodetic Survey in June 1991..
 LZ0538
 LZ0538.The geoid height was determined by GEOID03.
 LZ0538
 LZ0538.The dynamic height is computed by dividing the NAVD 88
 LZ0538.geopotential number by the normal gravity value computed on the
 LZ0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0538.degrees latitude (g = 980.6199 gals.).
 LZ0538
 LZ0538.The modeled gravity was interpolated from observed gravity values.
 LZ0538
 LZ0538;                    North         East    Units  Estimated Accuracy
 LZ0538;SPC PA N     -   167,510.      666,920.      MT  (+/- 180 meters Scaled)
 LZ0538
 LZ0538                          SUPERSEDED SURVEY CONTROL
 LZ0538
 LZ0538  NGVD 29 (??/??/92)  536.466  (m)         1760.06   (f) ADJ UNCH    2 0
 LZ0538
 LZ0538.Superseded values are not recommended for survey control.
 LZ0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0538.See file dsdata.txt to determine how the superseded data were derived.
 LZ0538
 LZ0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM379152(NAD 83)
 LZ0538_MARKER: DB = BENCH MARK DISK
 LZ0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0538_STAMPING: E 32 1934
 LZ0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0538+STABILITY: SURFACE MOTION
 LZ0538
 LZ0538  HISTORY     - Date     Condition        Report By
 LZ0538  HISTORY     - 1934     MONUMENTED       CGS
 LZ0538
 LZ0538                          STATION DESCRIPTION
 LZ0538
 LZ0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0538'5.6 MI W FROM CANTON.
 LZ0538'IN TIOGA COUNTY, ABOUT 5.6 MILES WEST ALONG THE ROAD LEADING TO
 LZ0538'BLOOSBURG FROM CANTON, BRADFORD COUNTY, AT THE FOOT OF A
 LZ0538'MOUNTAIN, 45 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF
 LZ0538'HIGHWAYS 58058 AND 58078, AT HIGHWAY STATIONS 0+00 AND 219+69,
 LZ0538'AND ABOUT 5 FEET LOWER THAN THE HIGHWAYS.  A STANDARD DISK,
 LZ0538'STAMPED E 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0936 ***********************************************************************
 KX0936  DESIGNATION -  E 320
 KX0936  PID         -  KX0936
 KX0936  STATE/COUNTY-  PA/ARMSTRONG
 KX0936  USGS QUAD   -  WHITESBURG (1977)
 KX0936
 KX0936                         *CURRENT SURVEY CONTROL
 KX0936  ___________________________________________________________________
 KX0936* NAD 83(1986)-  40 44 06.     (N)    079 23 35.     (W)     SCALED    
 KX0936* NAVD 88     -       371.306  (meters)    1218.19   (feet)  ADJUSTED  
 KX0936  ___________________________________________________________________
 KX0936  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KX0936  DYNAMIC HT  -         371.118 (meters)    1217.58  (feet)  COMP
 KX0936  MODELED GRAV-     980,107.3   (mgal)                       NAVD 88
 KX0936
 KX0936  VERT ORDER  -  SECOND    CLASS 0
 KX0936
 KX0936.The horizontal coordinates were scaled from a topographic map and have
 KX0936.an estimated accuracy of +/- 6 seconds.
 KX0936
 KX0936.The orthometric height was determined by differential leveling
 KX0936.and adjusted by the National Geodetic Survey in June 1991..
 KX0936
 KX0936.The geoid height was determined by GEOID03.
 KX0936
 KX0936.The dynamic height is computed by dividing the NAVD 88
 KX0936.geopotential number by the normal gravity value computed on the
 KX0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0936.degrees latitude (g = 980.6199 gals.).
 KX0936
 KX0936.The modeled gravity was interpolated from observed gravity values.
 KX0936
 KX0936;                    North         East    Units  Estimated Accuracy
 KX0936;SPC PA S     -   156,930.      461,220.      MT  (+/- 180 meters Scaled)
 KX0936
 KX0936                          SUPERSEDED SURVEY CONTROL
 KX0936
 KX0936  NGVD 29 (??/??/92)  371.482  (m)         1218.77   (f) ADJ UNCH    2 0
 KX0936
 KX0936.Superseded values are not recommended for survey control.
 KX0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0936.See file dsdata.txt to determine how the superseded data were derived.
 KX0936
 KX0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF356105(NAD 83)
 KX0936_MARKER: DB = BENCH MARK DISK
 KX0936_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0936_SP_SET: CULVERT
 KX0936_STAMPING: E 320 1967
 KX0936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0936
 KX0936  HISTORY     - Date     Condition        Report By
 KX0936  HISTORY     - 1967     MONUMENTED       CGS
 KX0936  HISTORY     - 19930118 MARK NOT FOUND   USPSQD
 KX0936  HISTORY     - 20050901 MARK NOT FOUND   PADT
 KX0936
 KX0936                          STATION DESCRIPTION
 KX0936
 KX0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0936'0.3 MI SE FROM WHITESBURG.
 KX0936'0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 422 FROM WHITESBURG
 KX0936'METHODIST CHURCH, SET IN THE TOP OF THE APPROX CENTER OF THE
 KX0936'REAR WALL OF A BOX CULVERT, 19 FEET WEST OF CENTERLINE OF
 KX0936'HIGHWAY, 43 FEET NORTHWEST OF TELEPHONE POLE NO. 319, 4.5 FEET
 KX0936'SOUTHWEST OF A METAL WITNESS POST, AND IS ABOUT 1 FOOT BELOW
 KX0936'LEVEL OF HIGHWAY.
 KX0936
 KX0936                          STATION RECOVERY (1993)
 KX0936
 KX0936'RECOVERY NOTE BY US POWER SQUADRON 1993 (JBW)
 KX0936'MARK NOT FOUND.
 KX0936
 KX0936                          STATION RECOVERY (2005)
 KX0936
 KX0936'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 KX0936'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1639 ***********************************************************************
 KX1639  DESIGNATION -  E 321
 KX1639  PID         -  KX1639
 KX1639  STATE/COUNTY-  PA/BUTLER
 KX1639  USGS QUAD   -  SAXONBURG (1977)
 KX1639
 KX1639                         *CURRENT SURVEY CONTROL
 KX1639  ___________________________________________________________________
 KX1639* NAD 83(1986)-  40 51 08.     (N)    079 45 49.     (W)     SCALED    
 KX1639* NAVD 88     -       354.123  (meters)    1161.82   (feet)  ADJUSTED  
 KX1639  ___________________________________________________________________
 KX1639  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KX1639  DYNAMIC HT  -         353.945 (meters)    1161.23  (feet)  COMP
 KX1639  MODELED GRAV-     980,112.4   (mgal)                       NAVD 88
 KX1639
 KX1639  VERT ORDER  -  FIRST     CLASS II
 KX1639
 KX1639.The horizontal coordinates were scaled from a topographic map and have
 KX1639.an estimated accuracy of +/- 6 seconds.
 KX1639
 KX1639.The orthometric height was determined by differential leveling
 KX1639.and adjusted by the National Geodetic Survey in June 1991..
 KX1639
 KX1639.The geoid height was determined by GEOID03.
 KX1639
 KX1639.The dynamic height is computed by dividing the NAVD 88
 KX1639.geopotential number by the normal gravity value computed on the
 KX1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1639.degrees latitude (g = 980.6199 gals.).
 KX1639
 KX1639.The modeled gravity was interpolated from observed gravity values.
 KX1639
 KX1639;                    North         East    Units  Estimated Accuracy
 KX1639;SPC PA S     -   170,590.      430,220.      MT  (+/- 180 meters Scaled)
 KX1639
 KX1639                          SUPERSEDED SURVEY CONTROL
 KX1639
 KX1639  NGVD 29 (06/03/92)  354.275  (m)         1162.32   (f) ADJUSTED    1 2
 KX1639
 KX1639.Superseded values are not recommended for survey control.
 KX1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1639.See file dsdata.txt to determine how the superseded data were derived.
 KX1639
 KX1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF042230(NAD 83)
 KX1639_MARKER: DB = BENCH MARK DISK
 KX1639_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1639_SP_SET: CATCH BASIN
 KX1639_STAMPING: E 321 1967
 KX1639_MARK LOGO: CGS   
 KX1639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1639
 KX1639  HISTORY     - Date     Condition        Report By
 KX1639  HISTORY     - 1967     MONUMENTED       CGS
 KX1639  HISTORY     - 1983     GOOD             NGS
 KX1639
 KX1639                          STATION DESCRIPTION
 KX1639
 KX1639'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX1639'6.2 MI E FROM BUTLER.
 KX1639'6.2 MILES EAST ALONG U.S. HIGHWAY 422 FROM ITS JUNCTION WITH
 KX1639'STATE HIGHWAY 68 AND 38, WHICH IS ABOUT 1.0 MILE NORTHEAST OF
 KX1639'BUTLER, SET IN THE TOP OF THE CENTER OF THE BACKWALL OF A CATCH
 KX1639'BASIN, 24.5 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND LANE
 KX1639'OF HIGHWAY AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 KX1639
 KX1639                          STATION RECOVERY (1983)
 KX1639
 KX1639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0170 ***********************************************************************
 KY0170  DESIGNATION -  E 322
 KY0170  PID         -  KY0170
 KY0170  STATE/COUNTY-  PA/LAWRENCE
 KY0170  USGS QUAD   -  NEW CASTLE SOUTH (1990)
 KY0170
 KY0170                         *CURRENT SURVEY CONTROL
 KY0170  ___________________________________________________________________
 KY0170* NAD 83(1986)-  40 58 59.     (N)    080 18 27.     (W)     SCALED    
 KY0170* NAVD 88     -       304.859  (meters)    1000.19   (feet)  ADJUSTED  
 KY0170  ___________________________________________________________________
 KY0170  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 KY0170  DYNAMIC HT  -         304.712 (meters)     999.71  (feet)  COMP
 KY0170  MODELED GRAV-     980,132.8   (mgal)                       NAVD 88
 KY0170
 KY0170  VERT ORDER  -  SECOND    CLASS 0
 KY0170
 KY0170.The horizontal coordinates were scaled from a topographic map and have
 KY0170.an estimated accuracy of +/- 6 seconds.
 KY0170
 KY0170.The orthometric height was determined by differential leveling
 KY0170.and adjusted by the National Geodetic Survey in June 1991..
 KY0170
 KY0170.The geoid height was determined by GEOID03.
 KY0170
 KY0170.The dynamic height is computed by dividing the NAVD 88
 KY0170.geopotential number by the normal gravity value computed on the
 KY0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0170.degrees latitude (g = 980.6199 gals.).
 KY0170
 KY0170.The modeled gravity was interpolated from observed gravity values.
 KY0170
 KY0170;                    North         East    Units  Estimated Accuracy
 KY0170;SPC PA S     -   186,300.      384,800.      MT  (+/- 180 meters Scaled)
 KY0170
 KY0170                          SUPERSEDED SURVEY CONTROL
 KY0170
 KY0170  NGVD 29 (??/??/92)  305.009  (m)         1000.68   (f) ADJ UNCH    2 0
 KY0170
 KY0170.Superseded values are not recommended for survey control.
 KY0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0170.See file dsdata.txt to determine how the superseded data were derived.
 KY0170
 KY0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF582371(NAD 83)
 KY0170_MARKER: DB = BENCH MARK DISK
 KY0170_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0170_SP_SET: BRIDGE
 KY0170_STAMPING: E 322 1967
 KY0170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0170_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KY0170+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2006
 KY0170
 KY0170  HISTORY     - Date     Condition        Report By
 KY0170  HISTORY     - 1967     MONUMENTED       CGS
 KY0170  HISTORY     - 19970829 GOOD             USPSQD
 KY0170  HISTORY     - 20060506 GOOD             GEOCAC
 KY0170
 KY0170                          STATION DESCRIPTION
 KY0170
 KY0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KY0170'2.8 MI SE FROM NEW CASTLE.
 KY0170'ABOUT 2.8 MILE SOUTHEAST ALONG U.S. HIGHWAY 422 FROM THE POST
 KY0170'OFFICE IN NEW CASTLE, SET IN THE TOP SOUTHWEST WINGWALL OF
 KY0170'A BRIDGE, 29 FEET SOUTH OF CENTERLINE OF HIGHWAY, AND ABOUT
 KY0170'LEVEL WITH THE HIGHWAY.
 KY0170
 KY0170                          STATION RECOVERY (1997)
 KY0170
 KY0170'RECOVERY NOTE BY US POWER SQUADRON 1997
 KY0170'RECOVERED IN GOOD CONDITION.
 KY0170
 KY0170                          STATION RECOVERY (2006)
 KY0170
 KY0170'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY0170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1394 ***********************************************************************
 MA1394  DESIGNATION -  E 323
 MA1394  PID         -  MA1394
 MA1394  STATE/COUNTY-  PA/VENANGO
 MA1394  USGS QUAD   -  CRANBERRY (1977)
 MA1394
 MA1394                         *CURRENT SURVEY CONTROL
 MA1394  ___________________________________________________________________
 MA1394* NAD 83(1986)-  41 18 34.     (N)    079 37 49.     (W)     SCALED    
 MA1394* NAVD 88     -       406.021  (meters)    1332.09   (feet)  ADJUSTED  
 MA1394  ___________________________________________________________________
 MA1394  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 MA1394  DYNAMIC HT  -         405.832 (meters)    1331.47  (feet)  COMP
 MA1394  MODELED GRAV-     980,146.4   (mgal)                       NAVD 88
 MA1394
 MA1394  VERT ORDER  -  SECOND    CLASS 0
 MA1394
 MA1394.The horizontal coordinates were scaled from a topographic map and have
 MA1394.an estimated accuracy of +/- 6 seconds.
 MA1394
 MA1394.The orthometric height was determined by differential leveling
 MA1394.and adjusted by the National Geodetic Survey in June 1991..
 MA1394
 MA1394.The geoid height was determined by GEOID03.
 MA1394
 MA1394.The dynamic height is computed by dividing the NAVD 88
 MA1394.geopotential number by the normal gravity value computed on the
 MA1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1394.degrees latitude (g = 980.6199 gals.).
 MA1394
 MA1394.The modeled gravity was interpolated from observed gravity values.
 MA1394
 MA1394;                    North         East    Units  Estimated Accuracy
 MA1394;SPC PA N     -   128,620.      442,560.      MT  (+/- 180 meters Scaled)
 MA1394
 MA1394                          SUPERSEDED SURVEY CONTROL
 MA1394
 MA1394  NGVD 29 (??/??/92)  406.177  (m)         1332.60   (f) ADJ UNCH    2 0
 MA1394
 MA1394.Superseded values are not recommended for survey control.
 MA1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1394.See file dsdata.txt to determine how the superseded data were derived.
 MA1394
 MA1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF146740(NAD 83)
 MA1394_MARKER: DB = BENCH MARK DISK
 MA1394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1394_SP_SET: CULVERT
 MA1394_STAMPING: E 323 1967
 MA1394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1394
 MA1394  HISTORY     - Date     Condition        Report By
 MA1394  HISTORY     - 1967     MONUMENTED       CGS
 MA1394
 MA1394                          STATION DESCRIPTION
 MA1394
 MA1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MA1394'5.4 MI SE FROM CRANBERRY.
 MA1394'TO REACH THE MARK FROM THE POST OFFICE IN CRANBERRY GO SOUTHEAST
 MA1394'ALONG U.S. HIGHWAY 322 TO THE MARK SET IN THE TOP OF THE
 MA1394'SOUTHWEST CORNER OF A 9 FOOT CONCRETE PIPE CULVERT, 22.3 FEET
 MA1394'SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 322, 56.4 FEET
 MA1394'SOUTHEAST OF THE CENTERLINE OF STATE HWY 38 GOING SOUTH, 27.0
 MA1394'FEET NORTHEAST OF A TELEPHONE POLE NO. 158 AND IS ABOUT LEVEL
 MA1394'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0209 ***********************************************************************
 MB0209  DESIGNATION -  E 324
 MB0209  PID         -  MB0209
 MB0209  STATE/COUNTY-  PA/ERIE
 MB0209  USGS QUAD   -  EAST SPRINGFIELD (1990)
 MB0209
 MB0209                         *CURRENT SURVEY CONTROL
 MB0209  ___________________________________________________________________
 MB0209* NAD 83(1986)-  41 56 04.     (N)    080 23 59.     (W)     SCALED    
 MB0209* NAVD 88     -       257.554  (meters)     844.99   (feet)  ADJUSTED  
 MB0209  ___________________________________________________________________
 MB0209  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 MB0209  DYNAMIC HT  -         257.459 (meters)     844.68  (feet)  COMP
 MB0209  MODELED GRAV-     980,245.9   (mgal)                       NAVD 88
 MB0209
 MB0209  VERT ORDER  -  SECOND    CLASS 0
 MB0209
 MB0209.The horizontal coordinates were scaled from a topographic map and have
 MB0209.an estimated accuracy of +/- 6 seconds.
 MB0209
 MB0209.The orthometric height was determined by differential leveling
 MB0209.and adjusted by the National Geodetic Survey in June 1991..
 MB0209
 MB0209.The geoid height was determined by GEOID03.
 MB0209
 MB0209.The dynamic height is computed by dividing the NAVD 88
 MB0209.geopotential number by the normal gravity value computed on the
 MB0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0209.degrees latitude (g = 980.6199 gals.).
 MB0209
 MB0209.The modeled gravity was interpolated from observed gravity values.
 MB0209
 MB0209;                    North         East    Units  Estimated Accuracy
 MB0209;SPC PA N     -   199,690.      380,280.      MT  (+/- 180 meters Scaled)
 MB0209
 MB0209                          SUPERSEDED SURVEY CONTROL
 MB0209
 MB0209  NGVD 29 (??/??/92)  257.739  (m)          845.60   (f) ADJ UNCH    2 0
 MB0209
 MB0209.Superseded values are not recommended for survey control.
 MB0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0209.See file dsdata.txt to determine how the superseded data were derived.
 MB0209
 MB0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG497426(NAD 83)
 MB0209_MARKER: DB = BENCH MARK DISK
 MB0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0209_SP_SET: CULVERT
 MB0209_STAMPING: E 324 1967
 MB0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0209
 MB0209  HISTORY     - Date     Condition        Report By
 MB0209  HISTORY     - 1967     MONUMENTED       CGS
 MB0209
 MB0209                          STATION DESCRIPTION
 MB0209
 MB0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MB0209'5.4 MI NW FROM ALBION.
 MB0209'ABOUT 2.3 MILES WEST ALONG U.S. HIGHWAY 6N FROM THE POST OFFICE
 MB0209'IN ALBION, THENCE, 3.1 MILES NORTH ALONG A MACADAM ROAD, SET
 MB0209'IN THE TOP OF THE WEST HEADWALL OF A CONCRETE CULVERT, 13
 MB0209'FEET WEST OF THE APPROXIMATE CENTER OF THE MACADAM ROAD, 2.0
 MB0209'FEET NORTH OF THE SOUTH END OF HEADWALL AND IS ABOUT 1 FOOT ABOVE
 MB0209'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1831 ***********************************************************************
 KV1831  DESIGNATION -  E 325
 KV1831  PID         -  KV1831
 KV1831  STATE/COUNTY-  PA/PHILADELPHIA
 KV1831  USGS QUAD   -  GERMANTOWN (1997)
 KV1831
 KV1831                         *CURRENT SURVEY CONTROL
 KV1831  ___________________________________________________________________
 KV1831* NAD 83(1986)-  40 02 14.     (N)    075 14 30.     (W)     SCALED    
 KV1831* NAVD 88     -        20.424  (meters)      67.01   (feet)  ADJUSTED  
 KV1831  ___________________________________________________________________
 KV1831  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KV1831  DYNAMIC HT  -          20.414 (meters)      66.97  (feet)  COMP
 KV1831  MODELED GRAV-     980,158.9   (mgal)                       NAVD 88
 KV1831
 KV1831  VERT ORDER  -  FIRST     CLASS I
 KV1831
 KV1831.The horizontal coordinates were scaled from a topographic map and have
 KV1831.an estimated accuracy of +/- 6 seconds.
 KV1831
 KV1831.The orthometric height was determined by differential leveling
 KV1831.and adjusted by the National Geodetic Survey in June 1991..
 KV1831
 KV1831.The geoid height was determined by GEOID03.
 KV1831
 KV1831.The dynamic height is computed by dividing the NAVD 88
 KV1831.geopotential number by the normal gravity value computed on the
 KV1831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1831.degrees latitude (g = 980.6199 gals.).
 KV1831
 KV1831.The modeled gravity was interpolated from observed gravity values.
 KV1831
 KV1831;                    North         East    Units  Estimated Accuracy
 KV1831;SPC PA S     -    81,200.      814,050.      MT  (+/- 180 meters Scaled)
 KV1831
 KV1831                          SUPERSEDED SURVEY CONTROL
 KV1831
 KV1831  NGVD 29 (??/??/??)   20.748  (m)           68.07   (f) ADJUSTED    1 1
 KV1831
 KV1831.Superseded values are not recommended for survey control.
 KV1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1831.See file dsdata.txt to determine how the superseded data were derived.
 KV1831
 KV1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK793319(NAD 83)
 KV1831_MARKER: DB = BENCH MARK DISK
 KV1831_SETTING: 66 = SET IN ROCK OUTCROP
 KV1831_SP_SET: ROCK OUTCROP
 KV1831_STAMPING: E 325 1966
 KV1831_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV1831+STABILITY: POSITION/ELEVATION WELL
 KV1831
 KV1831  HISTORY     - Date     Condition        Report By
 KV1831  HISTORY     - 1966     MONUMENTED       CGS
 KV1831
 KV1831                          STATION DESCRIPTION
 KV1831
 KV1831'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV1831'0.6 MI SE FROM SHAWMONT.
 KV1831'0.6 MILE SOUTHEAST ALONG THE READING COMPANY RAILROAD FROM
 KV1831'THE STATION AT SHAWMONT, OR ABOUT 1.15 MILES NORTHWEST ALONG
 KV1831'THE READING COMPANY RAILROAD FROM THE STATION AT MANAYUNK,
 KV1831'26 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 KV1831'SET OF TRACKS, SET IN THE TOP AND NEAR THE BASE OF A ROCK
 KV1831'OUTCROP WHICH IS ON THE SOUTHEAST SLOPE OF A RIDGE, 81 FEET
 KV1831'EAST OF THE MORE SOUTHWESTERLY OF TWO POLES WHICH ARE
 KV1831'NUMBERED 9/23, 101 FEET NORTHWEST OF THE MORE NORTHEASTERLY OF
 KV1831'TWO POLES WHICH ARE NUMBERED 9/22, AND ABOUT LEVEL WITH THE
 KV1831'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2226 ***********************************************************************
 KV2226  DESIGNATION -  E 326
 KV2226  PID         -  KV2226
 KV2226  STATE/COUNTY-  PA/MONTGOMERY
 KV2226  USGS QUAD   -  PHOENIXVILLE (1983)
 KV2226
 KV2226                         *CURRENT SURVEY CONTROL
 KV2226  ___________________________________________________________________
 KV2226* NAD 83(1986)-  40 14 16.     (N)    075 36 42.     (W)     SCALED    
 KV2226* NAVD 88     -        46.019  (meters)     150.98   (feet)  ADJUSTED  
 KV2226  ___________________________________________________________________
 KV2226  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 KV2226  DYNAMIC HT  -          45.996 (meters)     150.91  (feet)  COMP
 KV2226  MODELED GRAV-     980,120.2   (mgal)                       NAVD 88
 KV2226
 KV2226  VERT ORDER  -  FIRST     CLASS I
 KV2226
 KV2226.The horizontal coordinates were scaled from a topographic map and have
 KV2226.an estimated accuracy of +/- 6 seconds.
 KV2226
 KV2226.The orthometric height was determined by differential leveling
 KV2226.and adjusted by the National Geodetic Survey in June 1991..
 KV2226
 KV2226.The geoid height was determined by GEOID03.
 KV2226
 KV2226.The dynamic height is computed by dividing the NAVD 88
 KV2226.geopotential number by the normal gravity value computed on the
 KV2226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2226.degrees latitude (g = 980.6199 gals.).
 KV2226
 KV2226.The modeled gravity was interpolated from observed gravity values.
 KV2226
 KV2226;                    North         East    Units  Estimated Accuracy
 KV2226;SPC PA S     -   102,630.      781,940.      MT  (+/- 180 meters Scaled)
 KV2226
 KV2226                          SUPERSEDED SURVEY CONTROL
 KV2226
 KV2226  NGVD 29 (??/??/??)   46.297  (m)          151.89   (f) ADJUSTED    1 1
 KV2226
 KV2226.Superseded values are not recommended for survey control.
 KV2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2226.See file dsdata.txt to determine how the superseded data were derived.
 KV2226
 KV2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK479543(NAD 83)
 KV2226_MARKER: DB = BENCH MARK DISK
 KV2226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2226_SP_SET: PILLAR BASE
 KV2226_STAMPING: E 326 1966
 KV2226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2226
 KV2226  HISTORY     - Date     Condition        Report By
 KV2226  HISTORY     - 1966     MONUMENTED       CGS
 KV2226  HISTORY     - 20000801 GOOD             PADT
 KV2226
 KV2226                          STATION DESCRIPTION
 KV2226
 KV2226'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2226'2.3 MI E FROM POTTSTOWN.
 KV2226'ABOUT 2.3 MILES EAST ALONG THE READING COMPANY RAILROAD FROM THE
 KV2226'STATION AT POTTSTOWN, 10 FEET NORTH OF THE NORTH RAIL OF THE
 KV2226'NORTH SET OF MAIN LINE TRACKS, SET VERTICALLY IN THE SOUTH FACE
 KV2226'AND AT THE EAST END OF THE CONCRETE BASE OF THE MORE NORTHERLY
 KV2226'OF TWO SETS OF CONCRETE PILLARS UNDER AN OVERPASS, ABOUT 2 FEET
 KV2226'ABOVE THE LEVEL OF THE TRACKS.
 KV2226
 KV2226                          STATION RECOVERY (2000)
 KV2226
 KV2226'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 KV2226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2266 ***********************************************************************
 KV2266  DESIGNATION -  E 327
 KV2266  PID         -  KV2266
 KV2266  STATE/COUNTY-  PA/BERKS
 KV2266  USGS QUAD   -  READING (1983)
 KV2266
 KV2266                         *CURRENT SURVEY CONTROL
 KV2266  ___________________________________________________________________
 KV2266* NAD 83(1986)-  40 20 32.     (N)    075 56 28.     (W)     SCALED    
 KV2266* NAVD 88     -        84.387  (meters)     276.86   (feet)  ADJUSTED  
 KV2266  ___________________________________________________________________
 KV2266  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 KV2266  DYNAMIC HT  -          84.344 (meters)     276.72  (feet)  COMP
 KV2266  MODELED GRAV-     980,114.1   (mgal)                       NAVD 88
 KV2266
 KV2266  VERT ORDER  -  FIRST     CLASS I
 KV2266
 KV2266.The horizontal coordinates were scaled from a topographic map and have
 KV2266.an estimated accuracy of +/- 6 seconds.
 KV2266
 KV2266.The orthometric height was determined by differential leveling
 KV2266.and adjusted by the National Geodetic Survey in June 1991..
 KV2266
 KV2266.The geoid height was determined by GEOID03.
 KV2266
 KV2266.The dynamic height is computed by dividing the NAVD 88
 KV2266.geopotential number by the normal gravity value computed on the
 KV2266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2266.degrees latitude (g = 980.6199 gals.).
 KV2266
 KV2266.The modeled gravity was interpolated from observed gravity values.
 KV2266
 KV2266;                    North         East    Units  Estimated Accuracy
 KV2266;SPC PA S     -   113,600.      753,680.      MT  (+/- 180 meters Scaled)
 KV2266
 KV2266                          SUPERSEDED SURVEY CONTROL
 KV2266
 KV2266  NGVD 29 (??/??/??)   84.625  (m)          277.64   (f) ADJUSTED    1 1
 KV2266
 KV2266.Superseded values are not recommended for survey control.
 KV2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2266.See file dsdata.txt to determine how the superseded data were derived.
 KV2266
 KV2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK200661(NAD 83)
 KV2266_MARKER: DB = BENCH MARK DISK
 KV2266_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2266_SP_SET: SIDEWALK
 KV2266_STAMPING: E 327 1966
 KV2266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2266+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2004
 KV2266
 KV2266  HISTORY     - Date     Condition        Report By
 KV2266  HISTORY     - 1966     MONUMENTED       CGS
 KV2266  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KV2266  HISTORY     - 19910713 GOOD             USPSQD
 KV2266  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KV2266  HISTORY     - 20011220 GOOD             USPSQD
 KV2266  HISTORY     - 20041219 GOOD             USPSQD
 KV2266
 KV2266                          STATION DESCRIPTION
 KV2266
 KV2266'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2266'0.9 MI W FROM READING.
 KV2266'ABOUT 0.9 MILE WEST ALONG THE READING COMPANY RAILROAD FROM THE
 KV2266'NORTH STATION AT READING, 1 POLE EAST OF FRACTIONAL MILEPOST
 KV2266'1/10, 26 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH SET OF MAIN
 KV2266'LINE TRACKS, AT THE NORTH END OF TULPEHOCKEN STREET, SET IN THE
 KV2266'TOP OF THE CONCRETE WALK AT THE FOOT OF THE STEPS OF THE OVERHEAD
 KV2266'PEDESTRIAN BRIDGE, 4.5 FEET NORTH OF THE CENTER OF THE CONCRETE
 KV2266'STEPS, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE TRACK.
 KV2266
 KV2266                          STATION RECOVERY (1989)
 KV2266
 KV2266'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KV2266'MARK NOT FOUND.
 KV2266
 KV2266                          STATION RECOVERY (1991)
 KV2266
 KV2266'RECOVERY NOTE BY US POWER SQUADRON 1991 (MWD)
 KV2266'RECOVERED IN GOOD CONDITION.
 KV2266
 KV2266                          STATION RECOVERY (2001)
 KV2266
 KV2266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV2266'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV2266
 KV2266                          STATION RECOVERY (2001)
 KV2266
 KV2266'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV2266'RECOVERED IN GOOD CONDITION.
 KV2266
 KV2266                          STATION RECOVERY (2004)
 KV2266
 KV2266'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEQ)
 KV2266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0467 ***********************************************************************
 KW0467  DESIGNATION -  E 328
 KW0467  PID         -  KW0467
 KW0467  STATE/COUNTY-  PA/LEBANON
 KW0467  USGS QUAD   -  LEBANON (1995)
 KW0467
 KW0467                         *CURRENT SURVEY CONTROL
 KW0467  ___________________________________________________________________
 KW0467* NAD 83(1986)-  40 20 47.     (N)    076 23 25.     (W)     SCALED    
 KW0467* NAVD 88     -       148.843  (meters)     488.33   (feet)  ADJUSTED  
 KW0467  ___________________________________________________________________
 KW0467  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 KW0467  DYNAMIC HT  -         148.765 (meters)     488.07  (feet)  COMP
 KW0467  MODELED GRAV-     980,099.6   (mgal)                       NAVD 88
 KW0467
 KW0467  VERT ORDER  -  FIRST     CLASS I
 KW0467
 KW0467.The horizontal coordinates were scaled from a topographic map and have
 KW0467.an estimated accuracy of +/- 6 seconds.
 KW0467
 KW0467.The orthometric height was determined by differential leveling
 KW0467.and adjusted by the National Geodetic Survey in June 1991..
 KW0467
 KW0467.The geoid height was determined by GEOID03.
 KW0467
 KW0467.The dynamic height is computed by dividing the NAVD 88
 KW0467.geopotential number by the normal gravity value computed on the
 KW0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0467.degrees latitude (g = 980.6199 gals.).
 KW0467
 KW0467.The modeled gravity was interpolated from observed gravity values.
 KW0467
 KW0467;                    North         East    Units  Estimated Accuracy
 KW0467;SPC PA S     -   113,370.      715,510.      MT  (+/- 180 meters Scaled)
 KW0467
 KW0467                          SUPERSEDED SURVEY CONTROL
 KW0467
 KW0467  NGVD 29 (??/??/??)  149.051  (m)          489.01   (f) ADJUSTED    1 1
 KW0467
 KW0467.Superseded values are not recommended for survey control.
 KW0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0467.See file dsdata.txt to determine how the superseded data were derived.
 KW0467
 KW0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK819671(NAD 83)
 KW0467_MARKER: DB = BENCH MARK DISK
 KW0467_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0467_SP_SET: ABUTMENT
 KW0467_STAMPING: E 328 1966
 KW0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0467
 KW0467  HISTORY     - Date     Condition        Report By
 KW0467  HISTORY     - 1966     MONUMENTED       CGS
 KW0467
 KW0467                          STATION DESCRIPTION
 KW0467
 KW0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0467'1.9 MI E FROM LEBANON.
 KW0467'ABOUT 1.9 MILES EAST ALONG THE READING COMPANY RAILROAD FROM
 KW0467'THE STATION AT LEBANON, 4 POLES EAST OF FRACTIONAL MILEPOST 26/10,
 KW0467'14.0 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH SET OF MAIN LINE
 KW0467'TRACKS, SET VERTICALLY AND AT THE BASE OF THE NORTHWEST END OF
 KW0467'THE SOUTHWEST ABUTMENT OF THE RAILROAD UNDERPASS FOR U.S. HIGHWAY
 KW0467'422, ABOUT 2 FEET ABOVE THE GROUND, AND ABOUT LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0810 ***********************************************************************
 KW0810  DESIGNATION -  E 329
 KW0810  PID         -  KW0810
 KW0810  STATE/COUNTY-  PA/LEBANON
 KW0810  USGS QUAD   -  PALMYRA (1990)
 KW0810
 KW0810                         *CURRENT SURVEY CONTROL
 KW0810  ___________________________________________________________________
 KW0810* NAD 83(1986)-  40 19 28.     (N)    076 32 26.     (W)     SCALED    
 KW0810* NAVD 88     -       130.266  (meters)     427.38   (feet)  ADJUSTED  
 KW0810  ___________________________________________________________________
 KW0810  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 KW0810  DYNAMIC HT  -         130.199 (meters)     427.16  (feet)  COMP
 KW0810  MODELED GRAV-     980,104.0   (mgal)                       NAVD 88
 KW0810
 KW0810  VERT ORDER  -  FIRST     CLASS I
 KW0810
 KW0810.The horizontal coordinates were scaled from a topographic map and have
 KW0810.an estimated accuracy of +/- 6 seconds.
 KW0810
 KW0810.The orthometric height was determined by differential leveling
 KW0810.and adjusted by the National Geodetic Survey in June 1991..
 KW0810
 KW0810.The geoid height was determined by GEOID03.
 KW0810
 KW0810.The dynamic height is computed by dividing the NAVD 88
 KW0810.geopotential number by the normal gravity value computed on the
 KW0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0810.degrees latitude (g = 980.6199 gals.).
 KW0810
 KW0810.The modeled gravity was interpolated from observed gravity values.
 KW0810
 KW0810;                    North         East    Units  Estimated Accuracy
 KW0810;SPC PA S     -   110,750.      702,780.      MT  (+/- 180 meters Scaled)
 KW0810
 KW0810                          SUPERSEDED SURVEY CONTROL
 KW0810
 KW0810  NGVD 29 (??/??/??)  130.473  (m)          428.06   (f) ADJUSTED    1 1
 KW0810
 KW0810.Superseded values are not recommended for survey control.
 KW0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0810.See file dsdata.txt to determine how the superseded data were derived.
 KW0810
 KW0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK691649(NAD 83)
 KW0810_MARKER: DB = BENCH MARK DISK
 KW0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0810_STAMPING: E 329 1966
 KW0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0810+STABILITY: SURFACE MOTION
 KW0810
 KW0810  HISTORY     - Date     Condition        Report By
 KW0810  HISTORY     - 1966     MONUMENTED       CGS
 KW0810  HISTORY     - 20040207 GOOD             GEOCAC
 KW0810
 KW0810                          STATION DESCRIPTION
 KW0810
 KW0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0810'1.9 MI SW FROM ANNVILLE.
 KW0810'ABOUT 1.6 MILES WEST ALONG THE READING COMPANY RAILROAD FROM THE
 KW0810'STATION AT ANNVILLE, THENCE 0.3 MILE SOUTH ALONG A PAVED ROAD,
 KW0810'81 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 422, 60 FEET
 KW0810'NORTHEAST OF AND ACROSS THE PAVED ROAD FROM A LARGE STONE PILLAR
 KW0810'AT THE ENTRANCE TO THE MILLARDEN HOME, 27 FEET EAST OF THE CENTER
 KW0810'LINE OF THE PAVED ROAD, 9 FEET NORTHEAST OF A 14-INCH MAPLE
 KW0810'TREE, 19 FEET SOUTH OF A POWER POLE BRACED BY A GUY WIRE, 1.3
 KW0810'FEET WEST OF A FENCE, 1.4 FEET NORTH OF A METAL WITNESS POST, A
 KW0810'ABOUT 2 FEET ABOVE THE LEVEL OF THE PAVED ROAD, AND SET IN THE TOP
 KW0810'OF A CONCRETE POST PROJECTING 4-INCHES.
 KW0810
 KW0810                          STATION RECOVERY (2004)
 KW0810
 KW0810'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0810'REFERENCES TO MILLARDEN HOME SHOULD BE CHANGED TO PENNSY SUPPLY OFFICE
 KW0810'BUILDING. REFERENCES TO 'STATION AT ANNVILLE' CAN BE CHANGED TO
 KW0810''INTERSECTION OF RAILROAD AVE AND TRACKS'... STATION WAS MOVED TWO
 KW0810'BLOCKS EAST AS A MUSEUM. THE NAME OF THE 'PAVED ROAD' IS CLEAR SPRINGS
 KW0810'RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0852 ***********************************************************************
 KW0852  DESIGNATION -  E 330
 KW0852  PID         -  KW0852
 KW0852  STATE/COUNTY-  PA/DAUPHIN
 KW0852  USGS QUAD   -  HARRISBURG WEST (1987)
 KW0852
 KW0852                         *CURRENT SURVEY CONTROL
 KW0852  ___________________________________________________________________
 KW0852* NAD 83(1986)-  40 15 48.     (N)    076 52 39.     (W)     SCALED    
 KW0852* NAVD 88     -        98.776  (meters)     324.07   (feet)  ADJUSTED  
 KW0852  ___________________________________________________________________
 KW0852  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 KW0852  DYNAMIC HT  -          98.726 (meters)     323.90  (feet)  COMP
 KW0852  MODELED GRAV-     980,122.9   (mgal)                       NAVD 88
 KW0852  OBS GRAVITY -     980,125.6   (mgal)                       GRAV_OBS
 KW0852
 KW0852  VERT ORDER  -  FIRST     CLASS I
 KW0852
 KW0852.The horizontal coordinates were scaled from a topographic map and have
 KW0852.an estimated accuracy of +/- 6 seconds.
 KW0852
 KW0852.The orthometric height was determined by differential leveling
 KW0852.and adjusted by the National Geodetic Survey in June 1991..
 KW0852
 KW0852.The geoid height was determined by GEOID03.
 KW0852
 KW0852.The dynamic height is computed by dividing the NAVD 88
 KW0852.geopotential number by the normal gravity value computed on the
 KW0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0852.degrees latitude (g = 980.6199 gals.).
 KW0852
 KW0852.The modeled gravity was interpolated from observed gravity values.
 KW0852.The observed gravity was obtained from relative gravimeter ties
 KW0852.to the IGSN71 gravity network.
 KW0852
 KW0852;                    North         East    Units  Estimated Accuracy
 KW0852;SPC PA S     -   103,630.      674,220.      MT  (+/- 180 meters Scaled)
 KW0852
 KW0852                          SUPERSEDED SURVEY CONTROL
 KW0852
 KW0852  NGVD 29 (??/??/??)   98.985  (m)          324.75   (f) ADJUSTED    1 1
 KW0852
 KW0852.Superseded values are not recommended for survey control.
 KW0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0852.See file dsdata.txt to determine how the superseded data were derived.
 KW0852
 KW0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK403586(NAD 83)
 KW0852_MARKER: DB = BENCH MARK DISK
 KW0852_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0852_SP_SET: WALL
 KW0852_STAMPING: E 330 1966
 KW0852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0852_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0852+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2005
 KW0852
 KW0852  HISTORY     - Date     Condition        Report By
 KW0852  HISTORY     - 1966     MONUMENTED       CGS
 KW0852  HISTORY     - 1979     GOOD             NGS
 KW0852  HISTORY     - 20030929 GOOD             INDIV
 KW0852  HISTORY     - 20050514 GOOD             GEOCAC
 KW0852
 KW0852                          STATION DESCRIPTION
 KW0852
 KW0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0852'AT HARRISBURG.
 KW0852'AT HARRISBURG, ABOUT 218 YARDS NORTH OF AND ACROSS THE TRACKS
 KW0852'FROM THE PENNSYLVANIA RAILROAD STATION, AT THE WEST CORNER OF
 KW0852'THE POST OFFICE BUILDING, SET IN THE TOP OF A SHORT CONCRETE
 KW0852'RETAINING WALL SEPARATING THE TRACKS AND THE BUILDING, 54 FEET
 KW0852'SOUTHEAST OF THE CENTER LINE OF THE MARKET STREET OVERPASS, 3
 KW0852'1/2 FEET SOUTH OF THE WEST CORNER OF THE BUILDING, 10 FEET
 KW0852'NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK, ABOUT
 KW0852'LEVEL WITH THE TRACK, ABOUT 18 FEET ABOVE THE LEVEL OF MARKET
 KW0852'STREET.
 KW0852
 KW0852                          STATION RECOVERY (1979)
 KW0852
 KW0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW0852'THIS BENCH MARK HAS BEEN DESIGNATED A BASIC NET A LEVEL LINE JUNCTION
 KW0852'MARK.
 KW0852
 KW0852                          STATION RECOVERY (2003)
 KW0852
 KW0852'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (TDA)
 KW0852'RECOVERED AS DESCRIBED.
 KW0852
 KW0852                          STATION RECOVERY (2005)
 KW0852
 KW0852'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1704 ***********************************************************************
 KW1704  DESIGNATION -  E 331
 KW1704  PID         -  KW1704
 KW1704  STATE/COUNTY-  PA/JUNIATA
 KW1704  USGS QUAD   -  MEXICO (1979)
 KW1704
 KW1704                         *CURRENT SURVEY CONTROL
 KW1704  ___________________________________________________________________
 KW1704* NAD 83(1986)-  40 31 41.     (N)    077 18 42.     (W)     SCALED    
 KW1704* NAVD 88     -       131.011  (meters)     429.83   (feet)  ADJUSTED  
 KW1704  ___________________________________________________________________
 KW1704  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KW1704  DYNAMIC HT  -         130.949 (meters)     429.62  (feet)  COMP
 KW1704  MODELED GRAV-     980,146.8   (mgal)                       NAVD 88
 KW1704
 KW1704  VERT ORDER  -  FIRST     CLASS I
 KW1704
 KW1704.The horizontal coordinates were scaled from a topographic map and have
 KW1704.an estimated accuracy of +/- 6 seconds.
 KW1704
 KW1704.The orthometric height was determined by differential leveling
 KW1704.and adjusted by the National Geodetic Survey in June 1991..
 KW1704
 KW1704.The geoid height was determined by GEOID03.
 KW1704
 KW1704.The dynamic height is computed by dividing the NAVD 88
 KW1704.geopotential number by the normal gravity value computed on the
 KW1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1704.degrees latitude (g = 980.6199 gals.).
 KW1704
 KW1704.The modeled gravity was interpolated from observed gravity values.
 KW1704
 KW1704;                    North         East    Units  Estimated Accuracy
 KW1704;SPC PA S     -   132,750.      637,140.      MT  (+/- 180 meters Scaled)
 KW1704
 KW1704                          SUPERSEDED SURVEY CONTROL
 KW1704
 KW1704  NGVD 29 (??/??/??)  131.224  (m)          430.52   (f) ADJUSTED    1 1
 KW1704
 KW1704.Superseded values are not recommended for survey control.
 KW1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1704.See file dsdata.txt to determine how the superseded data were derived.
 KW1704
 KW1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK041889(NAD 83)
 KW1704_MARKER: DB = BENCH MARK DISK
 KW1704_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KW1704_SP_SET: 32 FEET
 KW1704_STAMPING: E 331 1966
 KW1704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1704
 KW1704  HISTORY     - Date     Condition        Report By
 KW1704  HISTORY     - 1966     MONUMENTED       CGS
 KW1704
 KW1704                          STATION DESCRIPTION
 KW1704
 KW1704'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1704'4.1 MI W FROM THOMPSONTOWN.
 KW1704'4.1 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1704'ABANDONED STATION AT THOMPSONTOWN, OR ABOUT 4.5 MILES EAST
 KW1704'ALONG THE PENNSYLVANIA RAILROAD FROM THE STATE HIGHWAY 75 OVERPASS
 KW1704'FOR THE RAILROAD AT PORT ROYAL, 0.5 MILE EAST OF MILEPOST 147,
 KW1704'0.2 MILE EAST OF A SIGNAL GANTRY BEARING THE NUMBERS 1467 AND
 KW1704'1468, 70 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK,
 KW1704'37 1/2 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE BRACED BY A
 KW1704'GUY WIRE, 35 FEET EAST OF THE CENTER LINE OF A TRAIL ROAD, 13
 KW1704'FEET NORTH OF A 20-INCH OAK TREE, ABOUT 4 1/2 FEET BELOW THE
 KW1704'LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER
 KW1704'COATED ROD THAT IS DRIVEN TO A DEPTH OF 32 FEET AND IS
 KW1704'ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0657 ***********************************************************************
 KX0657  DESIGNATION -  E 332
 KX0657  PID         -  KX0657
 KX0657  STATE/COUNTY-  PA/CLEARFIELD
 KX0657  USGS QUAD   -  CURWENSVILLE (1993)
 KX0657
 KX0657                         *CURRENT SURVEY CONTROL
 KX0657  ___________________________________________________________________
 KX0657* NAD 83(1986)-  40 58 41.     (N)    078 30 42.     (W)     SCALED    
 KX0657* NAVD 88     -       355.047  (meters)    1164.85   (feet)  ADJUSTED  
 KX0657  ___________________________________________________________________
 KX0657  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KX0657  DYNAMIC HT  -         354.877 (meters)    1164.29  (feet)  COMP
 KX0657  MODELED GRAV-     980,135.0   (mgal)                       NAVD 88
 KX0657
 KX0657  VERT ORDER  -  FIRST     CLASS I
 KX0657
 KX0657.The horizontal coordinates were scaled from a topographic map and have
 KX0657.an estimated accuracy of +/- 6 seconds.
 KX0657
 KX0657.The orthometric height was determined by differential leveling
 KX0657.and adjusted by the National Geodetic Survey in June 1991..
 KX0657
 KX0657.The geoid height was determined by GEOID03.
 KX0657
 KX0657.The dynamic height is computed by dividing the NAVD 88
 KX0657.geopotential number by the normal gravity value computed on the
 KX0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0657.degrees latitude (g = 980.6199 gals.).
 KX0657
 KX0657.The modeled gravity was interpolated from observed gravity values.
 KX0657
 KX0657;                    North         East    Units  Estimated Accuracy
 KX0657;SPC PA N     -    90,390.      535,900.      MT  (+/- 180 meters Scaled)
 KX0657
 KX0657                          SUPERSEDED SURVEY CONTROL
 KX0657
 KX0657  NGVD 29 (??/??/92)  355.213  (m)         1165.39   (f) ADJ UNCH    1 1
 KX0657
 KX0657.Superseded values are not recommended for survey control.
 KX0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0657.See file dsdata.txt to determine how the superseded data were derived.
 KX0657
 KX0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF093393(NAD 83)
 KX0657_MARKER: DB = BENCH MARK DISK
 KX0657_SETTING: 66 = SET IN ROCK OUTCROP
 KX0657_SP_SET: ROCK OUTCROP
 KX0657_STAMPING: E 322 1966
 KX0657_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX0657+STABILITY: POSITION/ELEVATION WELL
 KX0657
 KX0657  HISTORY     - Date     Condition        Report By
 KX0657  HISTORY     - 1966     MONUMENTED       CGS
 KX0657
 KX0657                          STATION DESCRIPTION
 KX0657
 KX0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0657'0.7 MI E FROM CURWENSVILLE.
 KX0657'0.7 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KX0657'STATION AT CURWENSVILLE, 3 POLES EAST OF MILEPOST 19/30, 7.3
 KX0657'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, SET IN THE TOP
 KX0657'OF THE SOUTH EDGE OF A ROCK OUTCROP WHICH PROJECTS 8 INCHES
 KX0657'ON THE SOUTH SIDE, 3 1/2 RAILS WEST OF A SMALL BUILDING AT C AND
 KX0657'B JUNCTION, 49 FEET NORTHEAST AND ACROSS THE TRACK FROM THE
 KX0657'NORTHWEST CONCRETE WINGWALL OF THE NEW YORK CENTRAL RAILROAD
 KX0657'OVERPASS FOR U.S. HIGHWAY 322, 28 1/2 FEET NORTH AND ACROSS THE
 KX0657'TRACK FROM A TELEPHONE POLE, AND ABOUT 1 FOOT BELOW THE LEVEL OF
 KX0657'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2190 ***********************************************************************
 KW2190  DESIGNATION -  E 333
 KW2190  PID         -  KW2190
 KW2190  STATE/COUNTY-  PA/HUNTINGDON
 KW2190  USGS QUAD   -  MOUNT UNION (1971)
 KW2190
 KW2190                         *CURRENT SURVEY CONTROL
 KW2190  ___________________________________________________________________
 KW2190* NAD 83(1986)-  40 24 32.     (N)    077 56 20.     (W)     SCALED    
 KW2190* NAVD 88     -       183.840  (meters)     603.15   (feet)  ADJUSTED  
 KW2190  ___________________________________________________________________
 KW2190  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KW2190  DYNAMIC HT  -         183.745 (meters)     602.84  (feet)  COMP
 KW2190  MODELED GRAV-     980,106.3   (mgal)                       NAVD 88
 KW2190
 KW2190  VERT ORDER  -  FIRST     CLASS I
 KW2190
 KW2190.The horizontal coordinates were scaled from a topographic map and have
 KW2190.an estimated accuracy of +/- 6 seconds.
 KW2190
 KW2190.The orthometric height was determined by differential leveling
 KW2190.and adjusted by the National Geodetic Survey in June 1991..
 KW2190
 KW2190.The geoid height was determined by GEOID03.
 KW2190
 KW2190.The dynamic height is computed by dividing the NAVD 88
 KW2190.geopotential number by the normal gravity value computed on the
 KW2190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2190.degrees latitude (g = 980.6199 gals.).
 KW2190
 KW2190.The modeled gravity was interpolated from observed gravity values.
 KW2190
 KW2190;                    North         East    Units  Estimated Accuracy
 KW2190;SPC PA S     -   119,440.      583,970.      MT  (+/- 180 meters Scaled)
 KW2190
 KW2190                          SUPERSEDED SURVEY CONTROL
 KW2190
 KW2190  NGVD 29 (??/??/??)  184.044  (m)          603.82   (f) ADJUSTED    1 1
 KW2190
 KW2190.Superseded values are not recommended for survey control.
 KW2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2190.See file dsdata.txt to determine how the superseded data were derived.
 KW2190
 KW2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK506772(NAD 83)
 KW2190_MARKER: DB = BENCH MARK DISK
 KW2190_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2190_SP_SET: ABUTMENT
 KW2190_STAMPING: E 333 1966
 KW2190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2190
 KW2190  HISTORY     - Date     Condition        Report By
 KW2190  HISTORY     - 1966     MONUMENTED       CGS
 KW2190  HISTORY     - 1966     GOOD             CGS
 KW2190
 KW2190                          STATION DESCRIPTION
 KW2190
 KW2190'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2190'4.6 MI NW FROM MOUNT UNION.
 KW2190'4.6 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW2190'STATION AT MOUNT UNION, 11 RAILS SOUTHWEST OF MILEPOST 195,
 KW2190'5 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST
 KW2190'TRACK, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 KW2190'ABUTMENT OF THE RAILROAD BRIDGE OVER THE JUNIATA RIVER, AND
 KW2190'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS.
 KW2190
 KW2190                          STATION RECOVERY (1966)
 KW2190
 KW2190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KW2190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0111 ***********************************************************************
 KX0111  DESIGNATION -  E 334
 KX0111  PID         -  KX0111
 KX0111  STATE/COUNTY-  PA/CENTRE
 KX0111  USGS QUAD   -  SANDY RIDGE (1994)
 KX0111
 KX0111                         *CURRENT SURVEY CONTROL
 KX0111  ___________________________________________________________________
 KX0111* NAD 83(1986)-  40 46 34.     (N)    078 14 34.     (W)     SCALED    
 KX0111* NAVD 88     -       590.982  (meters)    1938.91   (feet)  ADJUSTED  
 KX0111  ___________________________________________________________________
 KX0111  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KX0111  DYNAMIC HT  -         590.662 (meters)    1937.86  (feet)  COMP
 KX0111  MODELED GRAV-     980,063.4   (mgal)                       NAVD 88
 KX0111
 KX0111  VERT ORDER  -  FIRST     CLASS I
 KX0111
 KX0111.The horizontal coordinates were scaled from a topographic map and have
 KX0111.an estimated accuracy of +/- 6 seconds.
 KX0111
 KX0111.The orthometric height was determined by differential leveling
 KX0111.and adjusted by the National Geodetic Survey in June 1991..
 KX0111
 KX0111.The geoid height was determined by GEOID03.
 KX0111
 KX0111.The dynamic height is computed by dividing the NAVD 88
 KX0111.geopotential number by the normal gravity value computed on the
 KX0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0111.degrees latitude (g = 980.6199 gals.).
 KX0111
 KX0111.The modeled gravity was interpolated from observed gravity values.
 KX0111
 KX0111;                    North         East    Units  Estimated Accuracy
 KX0111;SPC PA N     -    67,800.      558,400.      MT  (+/- 180 meters Scaled)
 KX0111
 KX0111                          SUPERSEDED SURVEY CONTROL
 KX0111
 KX0111  NGVD 29 (??/??/92)  591.128  (m)         1939.39   (f) ADJ UNCH    1 1
 KX0111
 KX0111.Superseded values are not recommended for survey control.
 KX0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0111.See file dsdata.txt to determine how the superseded data were derived.
 KX0111
 KX0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF326175(NAD 83)
 KX0111_MARKER: DB = BENCH MARK DISK
 KX0111_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 KX0111_SP_SET: UNSPECIFIED ROCK
 KX0111_STAMPING: E 334 1966
 KX0111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0111
 KX0111  HISTORY     - Date     Condition        Report By
 KX0111  HISTORY     - 1966     MONUMENTED       CGS
 KX0111
 KX0111                          STATION DESCRIPTION
 KX0111
 KX0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0111'6.8 MI S FROM OSCEOLA MILLS.
 KX0111'ABOUT 6.8 MILES SOUTH ALONG THE CLEARFIELD BRANCH OF THE PENNSYLVANIA
 KX0111'RAILROAD FROM THE FREIGHT STATION AT OSCEOLA MILLS, 2 1/2 RAILS
 KX0111'NORTHWEST OF MILEPOST NUMBER 12, 60 FEET SOUTHWEST OF THE
 KX0111'SOUTHWEST RAIL OF THE SOUTHWEST SET OF TRACKS, SET IN A LARGE ROCK
 KX0111'ON THE SOUTHWEST SLOPE OF A SMALL KNOLL, AT THE NORTHEAST EDGE
 KX0111'OF A BORROW PIT, 29 FEET SOUTHWEST OF A 12-INCH OAK TREE, 2 FEET
 KX0111'SOUTH OF A METAL WITNESS POST, AND ABOUT 6 FEET BELOW THE LEVEL OF
 KX0111'THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0349 ***********************************************************************
 MA0349  DESIGNATION -  E 335
 MA0349  PID         -  MA0349
 MA0349  STATE/COUNTY-  PA/CLEARFIELD
 MA0349  USGS QUAD   -  LUTHERSBURG (1986)
 MA0349
 MA0349                         *CURRENT SURVEY CONTROL
 MA0349  ___________________________________________________________________
 MA0349* NAD 83(1986)-  41 04 03.     (N)    078 40 52.     (W)     SCALED    
 MA0349* NAVD 88     -       529.706  (meters)    1737.88   (feet)  ADJUSTED  
 MA0349  ___________________________________________________________________
 MA0349  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 MA0349  DYNAMIC HT  -         529.443 (meters)    1737.01  (feet)  COMP
 MA0349  MODELED GRAV-     980,111.7   (mgal)                       NAVD 88
 MA0349
 MA0349  VERT ORDER  -  FIRST     CLASS I
 MA0349
 MA0349.The horizontal coordinates were scaled from a topographic map and have
 MA0349.an estimated accuracy of +/- 6 seconds.
 MA0349
 MA0349.The orthometric height was determined by differential leveling
 MA0349.and adjusted by the National Geodetic Survey in June 1991..
 MA0349
 MA0349.The geoid height was determined by GEOID03.
 MA0349
 MA0349.The dynamic height is computed by dividing the NAVD 88
 MA0349.geopotential number by the normal gravity value computed on the
 MA0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0349.degrees latitude (g = 980.6199 gals.).
 MA0349
 MA0349.The modeled gravity was interpolated from observed gravity values.
 MA0349
 MA0349;                    North         East    Units  Estimated Accuracy
 MA0349;SPC PA N     -   100,460.      521,740.      MT  (+/- 180 meters Scaled)
 MA0349
 MA0349                          SUPERSEDED SURVEY CONTROL
 MA0349
 MA0349  NGVD 29 (??/??/92)  529.856  (m)         1738.37   (f) ADJ UNCH    1 1
 MA0349
 MA0349.Superseded values are not recommended for survey control.
 MA0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0349.See file dsdata.txt to determine how the superseded data were derived.
 MA0349
 MA0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF948488(NAD 83)
 MA0349_MARKER: DB = BENCH MARK DISK
 MA0349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0349_SP_SET: CONCRETE FILLED TILE
 MA0349_STAMPING: E 335 1966
 MA0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0349
 MA0349  HISTORY     - Date     Condition        Report By
 MA0349  HISTORY     - 1966     MONUMENTED       CGS
 MA0349  HISTORY     - 1967     GOOD             NGS
 MA0349
 MA0349                          STATION DESCRIPTION
 MA0349
 MA0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0349'8.5 MI SE FROM DU BOIS.
 MA0349'ABOUT 8.5 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0349'FROM THE UNION BANKING AND TRUST COMPANY BUILDING WHICH WAS
 MA0349'FORMERLY THE BALTIMORE AND OHIO RAILROAD STATION AT DU BOIS,
 MA0349'63 FEET WEST OF MILEPOST 5/20, 29 FEET NORTH OF THE NORTH RAIL
 MA0349'OF THE TRACKS, SET IN THE TOP OF A CONCRETE FILLED 5-INCH TILE
 MA0349'WHICH PROJECTS 6 INCHES, 20 FEET FROM A 12-INCH BLACK CHERRY
 MA0349'TREE, 1 FOOT WEST OF A METAL WITNESS POST, AND ABOUT 3 FEET
 MA0349'BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0654 ***********************************************************************
 MA0654  DESIGNATION -  E 336
 MA0654  PID         -  MA0654
 MA0654  STATE/COUNTY-  PA/MCKEAN
 MA0654  USGS QUAD   -  DERRICK CITY (1986)
 MA0654
 MA0654                         *CURRENT SURVEY CONTROL
 MA0654  ___________________________________________________________________
 MA0654* NAD 83(1986)-  41 58 04.     (N)    078 37 27.     (W)     SCALED    
 MA0654* NAVD 88     -       435.498  (meters)    1428.80   (feet)  ADJUSTED  
 MA0654  ___________________________________________________________________
 MA0654  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 MA0654  DYNAMIC HT  -         435.325 (meters)    1428.23  (feet)  COMP
 MA0654  MODELED GRAV-     980,210.5   (mgal)                       NAVD 88
 MA0654
 MA0654  VERT ORDER  -  FIRST     CLASS I
 MA0654
 MA0654.The horizontal coordinates were scaled from a topographic map and have
 MA0654.an estimated accuracy of +/- 6 seconds.
 MA0654
 MA0654.The orthometric height was determined by differential leveling
 MA0654.and adjusted by the National Geodetic Survey in June 1991..
 MA0654
 MA0654.The geoid height was determined by GEOID03.
 MA0654
 MA0654.The dynamic height is computed by dividing the NAVD 88
 MA0654.geopotential number by the normal gravity value computed on the
 MA0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0654.degrees latitude (g = 980.6199 gals.).
 MA0654
 MA0654.The modeled gravity was interpolated from observed gravity values.
 MA0654
 MA0654;                    North         East    Units  Estimated Accuracy
 MA0654;SPC PA N     -   200,390.      527,540.      MT  (+/- 180 meters Scaled)
 MA0654
 MA0654                          SUPERSEDED SURVEY CONTROL
 MA0654
 MA0654  NGVD 29 (??/??/92)  435.648  (m)         1429.29   (f) ADJ UNCH    1 1
 MA0654
 MA0654.Superseded values are not recommended for survey control.
 MA0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0654.See file dsdata.txt to determine how the superseded data were derived.
 MA0654
 MA0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG968489(NAD 83)
 MA0654_MARKER: DB = BENCH MARK DISK
 MA0654_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0654_SP_SET: ABUTMENT
 MA0654_STAMPING: E 336 1966
 MA0654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0654
 MA0654  HISTORY     - Date     Condition        Report By
 MA0654  HISTORY     - 1966     MONUMENTED       CGS
 MA0654  HISTORY     - 1967     GOOD             NGS
 MA0654  HISTORY     - 19981205 MARK NOT FOUND   USPSQD
 MA0654
 MA0654                          STATION DESCRIPTION
 MA0654
 MA0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0654'1.5 MI NE FROM BRADFORD.
 MA0654'ABOUT 1.5 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0654'FROM THE STATION AT BRADFORD, 2 POLES SOUTHWEST OF MILEPOST
 MA0654'121/20, SOUTHEAST OF A CROSSING OF THE RAILROAD AND A PRIVATE
 MA0654'ROAD, 8 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST
 MA0654'SET OF TRACKS, SET IN THE TOP OF THE NORTHWEST END OF THE
 MA0654'NORTHEAST CONCRETE ABUTMENT OF A BRIDGE OVER A CREEK, 4 FEET
 MA0654'SOUTHWEST OF A SWITCH STAND, AND ABOUT 1/2 FOOT BELOW THE LEVEL
 MA0654'OF THE TRACKS.
 MA0654
 MA0654                          STATION RECOVERY (1998)
 MA0654
 MA0654'RECOVERY NOTE BY US POWER SQUADRON 1998
 MA0654'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0649 ***********************************************************************
 MA0649  DESIGNATION -  E 337
 MA0649  PID         -  MA0649
 MA0649  STATE/COUNTY-  PA/MCKEAN
 MA0649  USGS QUAD   -  BRADFORD (1983)
 MA0649
 MA0649                         *CURRENT SURVEY CONTROL
 MA0649  ___________________________________________________________________
 MA0649* NAD 83(1986)-  41 56 47.     (N)    078 40 19.     (W)     SCALED    
 MA0649* NAVD 88     -       449.253  (meters)    1473.92   (feet)  ADJUSTED  
 MA0649  ___________________________________________________________________
 MA0649  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 MA0649  DYNAMIC HT  -         449.070 (meters)    1473.32  (feet)  COMP
 MA0649  MODELED GRAV-     980,202.0   (mgal)                       NAVD 88
 MA0649
 MA0649  VERT ORDER  -  FIRST     CLASS I
 MA0649
 MA0649.The horizontal coordinates were scaled from a topographic map and have
 MA0649.an estimated accuracy of +/- 6 seconds.
 MA0649
 MA0649.The orthometric height was determined by differential leveling
 MA0649.and adjusted by the National Geodetic Survey in June 1991..
 MA0649
 MA0649.The geoid height was determined by GEOID03.
 MA0649
 MA0649.The dynamic height is computed by dividing the NAVD 88
 MA0649.geopotential number by the normal gravity value computed on the
 MA0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0649.degrees latitude (g = 980.6199 gals.).
 MA0649
 MA0649.The modeled gravity was interpolated from observed gravity values.
 MA0649
 MA0649;                    North         East    Units  Estimated Accuracy
 MA0649;SPC PA N     -   198,060.      523,550.      MT  (+/- 180 meters Scaled)
 MA0649
 MA0649                          SUPERSEDED SURVEY CONTROL
 MA0649
 MA0649  NGVD 29 (??/??/92)  449.396  (m)         1474.39   (f) ADJ UNCH    1 1
 MA0649
 MA0649.Superseded values are not recommended for survey control.
 MA0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0649.See file dsdata.txt to determine how the superseded data were derived.
 MA0649
 MA0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG929464(NAD 83)
 MA0649_MARKER: DB = BENCH MARK DISK
 MA0649_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0649_SP_SET: CONCRETE ANCHOR
 MA0649_STAMPING: E 337 1966
 MA0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0649
 MA0649  HISTORY     - Date     Condition        Report By
 MA0649  HISTORY     - 1966     MONUMENTED       CGS
 MA0649  HISTORY     - 1967     GOOD             NGS
 MA0649  HISTORY     - 1981     POOR             LOCENG
 MA0649  HISTORY     - 19981116 MARK NOT FOUND   USPSQD
 MA0649
 MA0649                          STATION DESCRIPTION
 MA0649
 MA0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0649'2.1 MI W FROM BRADFORD.
 MA0649'ABOUT 2.1 MILES WEST ALONG STATE HIGHWAY 346 FROM THE BALTIMORE
 MA0649'AND OHIO RAILROAD STATION AT BRADFORD, AT THE HARRI-EMERY AIRPORT
 MA0649'SET IN THE TOP OF THE CONCRETE ANCHOR FOR THE NORTHEAST STEEL
 MA0649'BRACE FOR THE DOOR TRACK OF THE NORTHWEST HANGAR, 21 FEET
 MA0649'NORTHEAST OF THE NORTHEAST CORNER OF THE HANGAR, 78 YARDS
 MA0649'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND 65 FEET SOUTHWEST
 MA0649'OF THE CENTER LINE OF DOROTHY LANE ROAD.
 MA0649
 MA0649                          STATION RECOVERY (1981)
 MA0649
 MA0649'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 MA0649'MARK RECOVERED IN POOR CONDITION.
 MA0649
 MA0649                          STATION RECOVERY (1998)
 MA0649
 MA0649'RECOVERY NOTE BY US POWER SQUADRON 1998
 MA0649'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1752 ***********************************************************************
 MA1752  DESIGNATION -  E 337 RESET 1981
 MA1752  PID         -  MA1752
 MA1752  STATE/COUNTY-  PA/MCKEAN
 MA1752  USGS QUAD   -  BRADFORD (1983)
 MA1752
 MA1752                         *CURRENT SURVEY CONTROL
 MA1752  ___________________________________________________________________
 MA1752* NAD 83(1986)-  41 56 47.     (N)    078 40 19.     (W)     SCALED    
 MA1752* NAVD 88     -       448.55   (meters)    1471.6    (feet)  RESET     
 MA1752  ___________________________________________________________________
 MA1752  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 MA1752
 MA1752  VERT ORDER  -  THIRD
 MA1752
 MA1752.The horizontal coordinates were scaled from a topographic map and have
 MA1752.an estimated accuracy of +/- 6 seconds.
 MA1752
 MA1752.The orthometric height was computed from unverified reset data.
 MA1752.No vertical observational check was made to the station.
 MA1752
 MA1752.The geoid height was determined by GEOID03.
 MA1752
 MA1752;                    North         East    Units  Estimated Accuracy
 MA1752;SPC PA N     -   198,060.      523,550.      MT  (+/- 180 meters Scaled)
 MA1752
 MA1752                          SUPERSEDED SURVEY CONTROL
 MA1752
 MA1752  NGVD 29 (02/24/03)  448.69   (m)         1472.1    (f) RESET       3  
 MA1752
 MA1752.Superseded values are not recommended for survey control.
 MA1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1752.See file dsdata.txt to determine how the superseded data were derived.
 MA1752
 MA1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG929464(NAD 83)
 MA1752_MARKER: DB = BENCH MARK DISK
 MA1752_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MA1752_SP_SET: FLAGPOLE BASE
 MA1752_STAMPING: E 337 RESET 1981
 MA1752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1752+STABILITY: SURFACE MOTION
 MA1752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA1752+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2004
 MA1752
 MA1752  HISTORY     - Date     Condition        Report By
 MA1752  HISTORY     - 1981     MONUMENTED       NGS
 MA1752  HISTORY     - 20040308 GOOD             USPSQD
 MA1752
 MA1752                          STATION DESCRIPTION
 MA1752
 MA1752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MA1752'2.05 KM (2.4 MI) SW FROM BRADFORD.
 MA1752'1.9 KM (2.2 MI) WEST ALONG STATE HIGHWAY 346 FROM ITS
 MA1752'JUNCTION WITH U.S. HIGHWAY 219 IN BRADFORD, THENCE SOUTH ALONG
 MA1752'DOROTHY LANE FOR 0.15 KM (0.1 MI)  THENCE SOUTHWEST ON A PAVED ROAD
 MA1752'LEADING TO THE UNIVERSITY OF PITTSBURGH FOR 12.5 METERS (369 FT)
 MA1752'TO THE FLAGPOLE AT A Y-FORK IN THE ROAD, 21.0 METERS (68 FT) SOUTHEAST
 MA1752'OF THE CENTER OF THE PAVED ROAD ON THE NORTH SIDE OF THE FLAGPOLE,
 MA1752'18.9 METERS (62 FT) NORTHWEST OF THE CENTER OF THE PAVED ROAD ON
 MA1752'THE SOUTH SIDE OF THE FLAGPOLE AND 14.9 METERS (46 FT) WEST OF THE
 MA1752'MOST SOUTHWEST EDGE OF THE INSIDE OF THE ROAD FORK.
 MA1752
 MA1752                          STATION RECOVERY (2004)
 MA1752
 MA1752'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA1752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0386 ***********************************************************************
 MA0386  DESIGNATION -  E 338
 MA0386  PID         -  MA0386
 MA0386  STATE/COUNTY-  PA/JEFFERSON
 MA0386  USGS QUAD   -  CARMAN (1994)
 MA0386
 MA0386                         *CURRENT SURVEY CONTROL
 MA0386  ___________________________________________________________________
 MA0386* NAD 83(1986)-  41 16 35.     (N)    078 49 04.     (W)     SCALED    
 MA0386* NAVD 88     -       445.044  (meters)    1460.12   (feet)  ADJUSTED  
 MA0386  ___________________________________________________________________
 MA0386  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 MA0386  DYNAMIC HT  -         444.843 (meters)    1459.46  (feet)  COMP
 MA0386  MODELED GRAV-     980,156.9   (mgal)                       NAVD 88
 MA0386
 MA0386  VERT ORDER  -  FIRST     CLASS I
 MA0386
 MA0386.The horizontal coordinates were scaled from a topographic map and have
 MA0386.an estimated accuracy of +/- 6 seconds.
 MA0386
 MA0386.The orthometric height was determined by differential leveling
 MA0386.and adjusted by the National Geodetic Survey in June 1991..
 MA0386
 MA0386.The geoid height was determined by GEOID03.
 MA0386
 MA0386.The dynamic height is computed by dividing the NAVD 88
 MA0386.geopotential number by the normal gravity value computed on the
 MA0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0386.degrees latitude (g = 980.6199 gals.).
 MA0386
 MA0386.The modeled gravity was interpolated from observed gravity values.
 MA0386
 MA0386;                    North         East    Units  Estimated Accuracy
 MA0386;SPC PA N     -   123,790.      510,550.      MT  (+/- 180 meters Scaled)
 MA0386
 MA0386                          SUPERSEDED SURVEY CONTROL
 MA0386
 MA0386  NGVD 29 (??/??/92)  445.197  (m)         1460.62   (f) ADJ UNCH    1 1
 MA0386
 MA0386.Superseded values are not recommended for survey control.
 MA0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0386.See file dsdata.txt to determine how the superseded data were derived.
 MA0386
 MA0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF827717(NAD 83)
 MA0386_MARKER: DB = BENCH MARK DISK
 MA0386_SETTING: 66 = SET IN ROCK OUTCROP
 MA0386_SP_SET: ROCK OUTCROP
 MA0386_STAMPING: E 338 1966
 MA0386_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA0386+STABILITY: POSITION/ELEVATION WELL
 MA0386
 MA0386  HISTORY     - Date     Condition        Report By
 MA0386  HISTORY     - 1966     MONUMENTED       CGS
 MA0386  HISTORY     - 1967     GOOD             NGS
 MA0386
 MA0386                          STATION DESCRIPTION
 MA0386
 MA0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0386'2 MI NW FROM BROCKWAY.
 MA0386'ABOUT 2.05 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0386'FROM THE STATION AT BROCKWAY, NEAR THE SOUTHEAST END OF A CUT FOR
 MA0386'THE RAILROAD, 47 FEET NORTH OF TELEPHONE POLE 191/20, 41 FEET
 MA0386'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST SET OF TRACKS,
 MA0386'SET IN THE TOP OF THE WEST EDGE OF A 6- BY 12-FOOT ROCK OUTCROP
 MA0386'WHICH PROJECTS 15 INCHES ON THE NORTHWEST SIDE, 19 FEET NORTHEAST
 MA0386'OF A ROW OF TELEPHONE POLES, AND ABOUT 6 1/2 FEET ABOVE THE LEVEL
 MA0386'OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0417 ***********************************************************************
 MA0417  DESIGNATION -  E 339
 MA0417  PID         -  MA0417
 MA0417  STATE/COUNTY-  PA/ELK
 MA0417  USGS QUAD   -  PORTLAND MILLS (1969)
 MA0417
 MA0417                         *CURRENT SURVEY CONTROL
 MA0417  ___________________________________________________________________
 MA0417* NAD 83(1986)-  41 25 40.     (N)    078 45 13.     (W)     SCALED    
 MA0417* NAVD 88     -       449.680  (meters)    1475.33   (feet)  ADJUSTED  
 MA0417  ___________________________________________________________________
 MA0417  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 MA0417  DYNAMIC HT  -         449.485 (meters)    1474.69  (feet)  COMP
 MA0417  MODELED GRAV-     980,175.0   (mgal)                       NAVD 88
 MA0417
 MA0417  VERT ORDER  -  FIRST     CLASS I
 MA0417
 MA0417.The horizontal coordinates were scaled from a topographic map and have
 MA0417.an estimated accuracy of +/- 6 seconds.
 MA0417
 MA0417.The orthometric height was determined by differential leveling
 MA0417.and adjusted by the National Geodetic Survey in June 1991..
 MA0417
 MA0417.The geoid height was determined by GEOID03.
 MA0417
 MA0417.The dynamic height is computed by dividing the NAVD 88
 MA0417.geopotential number by the normal gravity value computed on the
 MA0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0417.degrees latitude (g = 980.6199 gals.).
 MA0417
 MA0417.The modeled gravity was interpolated from observed gravity values.
 MA0417
 MA0417;                    North         East    Units  Estimated Accuracy
 MA0417;SPC PA N     -   140,540.      516,120.      MT  (+/- 180 meters Scaled)
 MA0417
 MA0417                          SUPERSEDED SURVEY CONTROL
 MA0417
 MA0417  NGVD 29 (??/??/92)  449.842  (m)         1475.86   (f) ADJ UNCH    1 1
 MA0417
 MA0417.Superseded values are not recommended for survey control.
 MA0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0417.See file dsdata.txt to determine how the superseded data were derived.
 MA0417
 MA0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF877886(NAD 83)
 MA0417_MARKER: DB = BENCH MARK DISK
 MA0417_SETTING: 66 = SET IN ROCK OUTCROP
 MA0417_SP_SET: ROCK OUTCROP
 MA0417_STAMPING: E 339 1966
 MA0417_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA0417+STABILITY: POSITION/ELEVATION WELL
 MA0417
 MA0417  HISTORY     - Date     Condition        Report By
 MA0417  HISTORY     - 1966     MONUMENTED       CGS
 MA0417  HISTORY     - 1967     GOOD             NGS
 MA0417  HISTORY     - 20050414 MARK NOT FOUND   USPSQD
 MA0417
 MA0417                          STATION DESCRIPTION
 MA0417
 MA0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0417'1.4 MI NW FROM RIDGWAY.
 MA0417'ABOUT 0.1 MILE NORTHWEST ALONG SOUTH MILL AVENUE FROM THE POST
 MA0417'OFFICE AT RIDGWAY, THENCE 0.9 MILE WEST ALONG WEST MAIN
 MA0417'STREET, THENCE 0.45 MILE NORTHWEST ALONG COUNTY ROAD 24015, 120
 MA0417'YARDS NORTH OF UNG COMPANY GAS LINE CROSSING, ON THE WEST BANK OF
 MA0417'A CREEK, 54 FEET EAST OF THE CENTER LINE OF THE ROAD, SET IN
 MA0417'THE CENTER OF THE TOP OF A 14- BY 19-FOOT ROCK OUTCROP WHICH
 MA0417'PROJECTS 2 1/2 FEET ON THE WEST SIDE, 24 FEET EAST OF THE
 MA0417'CENTER LINE OF A PRIVATE DRIVE, ABOUT 1 FOOT BELOW THE LEVEL OF
 MA0417'THE PRIVATE DRIVE, AND ABOUT 7 FEET BELOW THE LEVEL OF THE ROAD.
 MA0417
 MA0417                          STATION RECOVERY (2005)
 MA0417
 MA0417'RECOVERY NOTE BY US POWER SQUADRON 2005 (RA)
 MA0417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1438 ***********************************************************************
 LZ1438  DESIGNATION -  E 34
 LZ1438  PID         -  LZ1438
 LZ1438  STATE/COUNTY-  PA/TIOGA
 LZ1438  USGS QUAD   -  POTTER BROOK (1983)
 LZ1438
 LZ1438                         *CURRENT SURVEY CONTROL
 LZ1438  ___________________________________________________________________
 LZ1438* NAD 83(1986)-  41 55 34.     (N)    077 31 19.     (W)     SCALED    
 LZ1438* NAVD 88     -       407.840  (meters)    1338.06   (feet)  ADJUSTED  
 LZ1438  ___________________________________________________________________
 LZ1438  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 LZ1438  DYNAMIC HT  -         407.679 (meters)    1337.53  (feet)  COMP
 LZ1438  MODELED GRAV-     980,214.7   (mgal)                       NAVD 88
 LZ1438
 LZ1438  VERT ORDER  -  SECOND    CLASS 0
 LZ1438
 LZ1438.The horizontal coordinates were scaled from a topographic map and have
 LZ1438.an estimated accuracy of +/- 6 seconds.
 LZ1438
 LZ1438.The orthometric height was determined by differential leveling
 LZ1438.and adjusted by the National Geodetic Survey in June 1991..
 LZ1438
 LZ1438.The geoid height was determined by GEOID03.
 LZ1438
 LZ1438.The dynamic height is computed by dividing the NAVD 88
 LZ1438.geopotential number by the normal gravity value computed on the
 LZ1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1438.degrees latitude (g = 980.6199 gals.).
 LZ1438
 LZ1438.The modeled gravity was interpolated from observed gravity values.
 LZ1438
 LZ1438;                    North         East    Units  Estimated Accuracy
 LZ1438;SPC PA N     -   195,420.      618,920.      MT  (+/- 180 meters Scaled)
 LZ1438
 LZ1438                          SUPERSEDED SURVEY CONTROL
 LZ1438
 LZ1438  NGVD 29 (??/??/92)  407.98   (m)         1338.5    (f) COMPUTED    2 0
 LZ1438
 LZ1438.Superseded values are not recommended for survey control.
 LZ1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1438.See file dsdata.txt to determine how the superseded data were derived.
 LZ1438
 LZ1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM908446(NAD 83)
 LZ1438_MARKER: DB = BENCH MARK DISK
 LZ1438_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1438_SP_SET: ABUTMENT
 LZ1438_STAMPING: E 34 1934
 LZ1438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1438
 LZ1438  HISTORY     - Date     Condition        Report By
 LZ1438  HISTORY     - 1934     MONUMENTED       CGS
 LZ1438  HISTORY     - 1956     MARK NOT FOUND   NGS
 LZ1438
 LZ1438                          STATION DESCRIPTION
 LZ1438
 LZ1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1438'1.3 MI NE FROM WESTFIELD.
 LZ1438'1.3 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LZ1438'WESTFIELD, TIOGA COUNTY, ABOUT 425 FEET NORTHEAST OF MILEPOST
 LZ1438'C 23, AT THE CROSSING OF STATE HIGHWAY 49 AND ROUTE 5807, AT
 LZ1438'60-FOOT STEEL HIGHWAY BRIDGE 245+30, IN THE WEST END OF THE
 LZ1438'NORTH ABUTMENT, ABOUT 50 FEET SOUTH OF THE SOUTH RAIL, AT HIGHWAY
 LZ1438'STATION 245+27, 12 FEET WEST OF THE CENTER LINE OF THE FINISHED
 LZ1438'HIGHWAY GRADE, AND 2 FEET LOWER THAN THE CENTER LINE OF THE
 LZ1438'FINISHED GRADE.  A STANDARD DISK, STAMPED E 34 1934.
 LZ1438
 LZ1438                          STATION RECOVERY (1956)
 LZ1438
 LZ1438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 LZ1438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0981 ***********************************************************************
 KX0981  DESIGNATION -  E 341
 KX0981  PID         -  KX0981
 KX0981  STATE/COUNTY-  PA/WESTMORELAND
 KX0981  USGS QUAD   -  BOLIVAR (1993)
 KX0981
 KX0981                         *CURRENT SURVEY CONTROL
 KX0981  ___________________________________________________________________
 KX0981* NAD 83(1986)-  40 24 15.     (N)    079 09 13.     (W)     SCALED    
 KX0981* NAVD 88     -       321.461  (meters)    1054.66   (feet)  ADJUSTED  
 KX0981  ___________________________________________________________________
 KX0981  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KX0981  DYNAMIC HT  -         321.293 (meters)    1054.11  (feet)  COMP
 KX0981  MODELED GRAV-     980,091.1   (mgal)                       NAVD 88
 KX0981
 KX0981  VERT ORDER  -  FIRST     CLASS I
 KX0981
 KX0981.The horizontal coordinates were scaled from a topographic map and have
 KX0981.an estimated accuracy of +/- 6 seconds.
 KX0981
 KX0981.The orthometric height was determined by differential leveling
 KX0981.and adjusted by the National Geodetic Survey in June 1991..
 KX0981
 KX0981.The geoid height was determined by GEOID03.
 KX0981
 KX0981.The dynamic height is computed by dividing the NAVD 88
 KX0981.geopotential number by the normal gravity value computed on the
 KX0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0981.degrees latitude (g = 980.6199 gals.).
 KX0981
 KX0981.The modeled gravity was interpolated from observed gravity values.
 KX0981
 KX0981;                    North         East    Units  Estimated Accuracy
 KX0981;SPC PA S     -   119,850.      480,860.      MT  (+/- 180 meters Scaled)
 KX0981
 KX0981                          SUPERSEDED SURVEY CONTROL
 KX0981
 KX0981  NGVD 29 (??/??/92)  321.630  (m)         1055.21   (f) ADJ UNCH    1 1
 KX0981
 KX0981.Superseded values are not recommended for survey control.
 KX0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0981.See file dsdata.txt to determine how the superseded data were derived.
 KX0981
 KX0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE566742(NAD 83)
 KX0981_MARKER: DB = BENCH MARK DISK
 KX0981_SETTING: 66 = SET IN ROCK OUTCROP
 KX0981_SP_SET: ROCK LEDGE
 KX0981_STAMPING: E 341 1966
 KX0981_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX0981+STABILITY: POSITION/ELEVATION WELL
 KX0981
 KX0981  HISTORY     - Date     Condition        Report By
 KX0981  HISTORY     - 1966     MONUMENTED       CGS
 KX0981
 KX0981                          STATION DESCRIPTION
 KX0981
 KX0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0981'0.6 MI N FROM BOLIVAR.
 KX0981'0.6 MILE NORTH ALONG PENNSYLVANIA RAILROAD FROM THE RAILROAD
 KX0981'OVERPASS OVER STATE HIGHWAY 259 AT BOLIVAR, ABOUT 0.45 MILE
 KX0981'NORTHWEST OF MILEPOST 295, SET IN THE TOP OF A VERY NARROW LEDGE
 KX0981'THAT IS ABOUT 1 FOOT LONG AND IS IN THE EAST FACE OF A ROCK
 KX0981'CUT THAT IS ABOUT 0.1 MILE LONG AND 15 FEET HIGH AT THE HIGHEST
 KX0981'POINT, ABOUT 90 YARDS NORTH OF A 4-FOOT STONE BOX CULVERT LOCATED
 KX0981'AT THE SOUTH END OF THE CUT, ABOUT 70 YARDS SOUTH OF THE NORTH
 KX0981'END OF THE ROCK, 30 FEET WEST OF THE WEST RAIL OF THE WEST ONE OF
 KX0981'THREE TRACKS AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1215 ***********************************************************************
 KX1215  DESIGNATION -  E 342
 KX1215  PID         -  KX1215
 KX1215  STATE/COUNTY-  PA/WESTMORELAND
 KX1215  USGS QUAD   -  IRWIN (1979)
 KX1215
 KX1215                         *CURRENT SURVEY CONTROL
 KX1215  ___________________________________________________________________
 KX1215* NAD 83(1986)-  40 19 43.     (N)    079 38 48.     (W)     SCALED    
 KX1215* NAVD 88     -       299.299  (meters)     981.95   (feet)  ADJUSTED  
 KX1215  ___________________________________________________________________
 KX1215  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KX1215  DYNAMIC HT  -         299.139 (meters)     981.43  (feet)  COMP
 KX1215  MODELED GRAV-     980,083.3   (mgal)                       NAVD 88
 KX1215
 KX1215  VERT ORDER  -  FIRST     CLASS I
 KX1215
 KX1215.The horizontal coordinates were scaled from a topographic map and have
 KX1215.an estimated accuracy of +/- 6 seconds.
 KX1215
 KX1215.The orthometric height was determined by differential leveling
 KX1215.and adjusted by the National Geodetic Survey in June 1991..
 KX1215
 KX1215.The geoid height was determined by GEOID03.
 KX1215
 KX1215.The dynamic height is computed by dividing the NAVD 88
 KX1215.geopotential number by the normal gravity value computed on the
 KX1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1215.degrees latitude (g = 980.6199 gals.).
 KX1215
 KX1215.The modeled gravity was interpolated from observed gravity values.
 KX1215
 KX1215;                    North         East    Units  Estimated Accuracy
 KX1215;SPC PA S     -   112,240.      438,830.      MT  (+/- 180 meters Scaled)
 KX1215
 KX1215                          SUPERSEDED SURVEY CONTROL
 KX1215
 KX1215  NGVD 29 (??/??/92)  299.466  (m)          982.50   (f) ADJ UNCH    1 1
 KX1215
 KX1215.Superseded values are not recommended for survey control.
 KX1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1215.See file dsdata.txt to determine how the superseded data were derived.
 KX1215
 KX1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE149651(NAD 83)
 KX1215_MARKER: DB = BENCH MARK DISK
 KX1215_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KX1215_SP_SET: 18 FEET
 KX1215_STAMPING: E 342 1966
 KX1215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1215
 KX1215  HISTORY     - Date     Condition        Report By
 KX1215  HISTORY     - 1966     MONUMENTED       CGS
 KX1215
 KX1215                          STATION DESCRIPTION
 KX1215
 KX1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX1215'1.8 MI W FROM JEANNETTE.
 KX1215'ABOUT 1.8 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1215'STATION AT JEANNETTE, ABOUT 8 RAILS WEST OF MILEPOST NO. 328, 25
 KX1215'FEET NORTHWEST OF THE NORTHEAST CORNER OF A SMALL CONCRETE
 KX1215'BUILDING AT THE HOCKENSMITH WHEEL AND MINE CAR COMPANY PLANT,
 KX1215'20.1 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH ONE OF 4 TRACKS,
 KX1215'2 1/2 FEET WEST OF A TELEGRAPH POLE, 1.5 FEET EAST OF A METAL
 KX1215'WITNESS POST AND 2 1/2 FEET BELOW LEVEL OF TRACK.  AND IS A DISK
 KX1215'ON COPPER COATED STEEL ROD PROJECTING 3 INCHES AND PROTECTED BY A
 KX1215'6-INCH CLAY TILE PROJECTING 5 INCHES.  THE ROD WAS DRIVEN TO REFUSAL
 KX1215'AT A DEPTH OF 18 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1266 ***********************************************************************
 KX1266  DESIGNATION -  E 343
 KX1266  PID         -  KX1266
 KX1266  STATE/COUNTY-  PA/ALLEGHENY
 KX1266  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1266
 KX1266                         *CURRENT SURVEY CONTROL
 KX1266  ___________________________________________________________________
 KX1266* NAD 83(1986)-  40 26 06.     (N)    079 59 00.     (W)     SCALED    
 KX1266* NAVD 88     -       229.252  (meters)     752.14   (feet)  ADJUSTED  
 KX1266  ___________________________________________________________________
 KX1266  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KX1266  DYNAMIC HT  -         229.133 (meters)     751.75  (feet)  COMP
 KX1266  MODELED GRAV-     980,100.4   (mgal)                       NAVD 88
 KX1266
 KX1266  VERT ORDER  -  FIRST     CLASS I
 KX1266
 KX1266.The horizontal coordinates were scaled from a topographic map and have
 KX1266.an estimated accuracy of +/- 6 seconds.
 KX1266
 KX1266.The orthometric height was determined by differential leveling
 KX1266.and adjusted by the National Geodetic Survey in June 1991..
 KX1266
 KX1266.The geoid height was determined by GEOID03.
 KX1266
 KX1266.The dynamic height is computed by dividing the NAVD 88
 KX1266.geopotential number by the normal gravity value computed on the
 KX1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1266.degrees latitude (g = 980.6199 gals.).
 KX1266
 KX1266.The modeled gravity was interpolated from observed gravity values.
 KX1266
 KX1266;                    North         East    Units  Estimated Accuracy
 KX1266;SPC PA S     -   124,720.      410,530.      MT  (+/- 180 meters Scaled)
 KX1266
 KX1266                          SUPERSEDED SURVEY CONTROL
 KX1266
 KX1266  NGVD 29 (??/??/92)  229.415  (m)          752.67   (f) ADJ UNCH    1 1
 KX1266
 KX1266.Superseded values are not recommended for survey control.
 KX1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1266.See file dsdata.txt to determine how the superseded data were derived.
 KX1266
 KX1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE862765(NAD 83)
 KX1266_MARKER: DB = BENCH MARK DISK
 KX1266_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1266_SP_SET: WINGWALL
 KX1266_STAMPING: E 343 1966
 KX1266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1266
 KX1266  HISTORY     - Date     Condition        Report By
 KX1266  HISTORY     - 1966     MONUMENTED       CGS
 KX1266
 KX1266                          STATION DESCRIPTION
 KX1266
 KX1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX1266'AT PITTSBURGH.
 KX1266'ABOUT 0.9 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD
 KX1266'FROM THE STATION AT PITTSBURGH, ABOUT HALFWAY BETWEEN BRADY
 KX1266'STREET BRIDGE AND 10TH STREET BRIDGE, SET IN THE TOP OF THE
 KX1266'WINGWALL DIRECTLY OVER THE NORTH END OF THE EAST ABUTMENT TO
 KX1266'THE RAILROAD OVERPASS OVER SECOND STREET, 9 FEET NORTH OF THE
 KX1266'NORTH RAIL OF THE NORTH ONE OF THREE TRACKS, 1 1/2 FEET WEST
 KX1266'OF THE EAST END OF THE WINGWALL AND ABOUT LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0031 ***********************************************************************
 KX0031  DESIGNATION -  E 344
 KX0031  PID         -  KX0031
 KX0031  STATE/COUNTY-  PA/BLAIR
 KX0031  USGS QUAD   -  TIPTON (1988)
 KX0031
 KX0031                         *CURRENT SURVEY CONTROL
 KX0031  ___________________________________________________________________
 KX0031* NAD 83(1986)-  40 39 31.     (N)    078 15 10.     (W)     SCALED    
 KX0031* NAVD 88     -       283.146  (meters)     928.95   (feet)  ADJUSTED  
 KX0031  ___________________________________________________________________
 KX0031  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KX0031  DYNAMIC HT  -         283.003 (meters)     928.49  (feet)  COMP
 KX0031  MODELED GRAV-     980,110.2   (mgal)                       NAVD 88
 KX0031
 KX0031  VERT ORDER  -  FIRST     CLASS I
 KX0031
 KX0031.The horizontal coordinates were scaled from a topographic map and have
 KX0031.an estimated accuracy of +/- 6 seconds.
 KX0031
 KX0031.The orthometric height was determined by differential leveling
 KX0031.and adjusted by the National Geodetic Survey in June 1991..
 KX0031
 KX0031.The geoid height was determined by GEOID03.
 KX0031
 KX0031.The dynamic height is computed by dividing the NAVD 88
 KX0031.geopotential number by the normal gravity value computed on the
 KX0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0031.degrees latitude (g = 980.6199 gals.).
 KX0031
 KX0031.The modeled gravity was interpolated from observed gravity values.
 KX0031
 KX0031;                    North         East    Units  Estimated Accuracy
 KX0031;SPC PA S     -   147,280.      557,480.      MT  (+/- 180 meters Scaled)
 KX0031
 KX0031                          SUPERSEDED SURVEY CONTROL
 KX0031
 KX0031  NGVD 29 (??/??/92)  283.318  (m)          929.52   (f) ADJ UNCH    1 1
 KX0031
 KX0031.Superseded values are not recommended for survey control.
 KX0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0031.See file dsdata.txt to determine how the superseded data were derived.
 KX0031
 KX0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF322044(NAD 83)
 KX0031_MARKER: DB = BENCH MARK DISK
 KX0031_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KX0031_SP_SET: 44 FEET
 KX0031_STAMPING: E 344 1966
 KX0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0031
 KX0031  HISTORY     - Date     Condition        Report By
 KX0031  HISTORY     - 1966     MONUMENTED       CGS
 KX0031
 KX0031                          STATION DESCRIPTION
 KX0031
 KX0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0031'1 MI SW FROM TYRONE.
 KX0031'ABOUT 1.05 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX0031'THE STATION AT TYRONE, IN THE RAILROAD YARDS, 0.25 MILE
 KX0031'NORTHEAST OF THE NORTHEAST END OF THE BRIDGE OVER LITTLE JUNIATA
 KX0031'RIVER, 0.1 MILE NORTH OF AND ACROSS ALL TRACKS FROM GRAY CONTROL
 KX0031'TOWER, 0.1 MILE WEST OF AND ACROSS ALL TRACKS FROM MILEPOST
 KX0031'223, 192 FEET NORTHWEST OF AND ACROSS SIDE TRACK FROM THE
 KX0031'NORTHWEST RAIL OF MAIN TRACK, 35 FEET NORTHWEST OF THE NORTHWEST
 KX0031'RAIL OF THE NORTHWEST SIDE TRACK, 1.5 FEET SOUTHWEST OF A METAL
 KX0031'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND IS A DISK ON THE
 KX0031'TOP OF A COPPER COATED STEEL ROD PROJECTING 3 INCHES ABOVE THE
 KX0031'LEVEL OF THE GROUND AND PROTECTED BY A 6 INCH IRON PIPE WHICH
 KX0031'PROJECT 4 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS
 KX0031'DRIVEN TO REFUSAL AT A DEPTH OF 44 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0405 ***********************************************************************
 KX0405  DESIGNATION -  E 345
 KX0405  PID         -  KX0405
 KX0405  STATE/COUNTY-  PA/CAMBRIA
 KX0405  USGS QUAD   -  CRESSON (1984)
 KX0405
 KX0405                         *CURRENT SURVEY CONTROL
 KX0405  ___________________________________________________________________
 KX0405* NAD 83(1986)-  40 28 55.     (N)    078 33 20.     (W)     SCALED    
 KX0405* NAVD 88     -       659.472  (meters)    2163.62   (feet)  ADJUSTED  
 KX0405  ___________________________________________________________________
 KX0405  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KX0405  DYNAMIC HT  -         659.099 (meters)    2162.39  (feet)  COMP
 KX0405  MODELED GRAV-     980,036.4   (mgal)                       NAVD 88
 KX0405
 KX0405  VERT ORDER  -  FIRST     CLASS I
 KX0405
 KX0405.The horizontal coordinates were scaled from a topographic map and have
 KX0405.an estimated accuracy of +/- 6 seconds.
 KX0405
 KX0405.The orthometric height was determined by differential leveling
 KX0405.and adjusted by the National Geodetic Survey in June 1991..
 KX0405
 KX0405.The geoid height was determined by GEOID03.
 KX0405
 KX0405.The dynamic height is computed by dividing the NAVD 88
 KX0405.geopotential number by the normal gravity value computed on the
 KX0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0405.degrees latitude (g = 980.6199 gals.).
 KX0405
 KX0405.The modeled gravity was interpolated from observed gravity values.
 KX0405
 KX0405;                    North         East    Units  Estimated Accuracy
 KX0405;SPC PA S     -   127,850.      531,700.      MT  (+/- 180 meters Scaled)
 KX0405
 KX0405                          SUPERSEDED SURVEY CONTROL
 KX0405
 KX0405  NGVD 29 (??/??/92)  659.603  (m)         2164.05   (f) ADJ UNCH    1 1
 KX0405
 KX0405.Superseded values are not recommended for survey control.
 KX0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0405.See file dsdata.txt to determine how the superseded data were derived.
 KX0405
 KX0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE071841(NAD 83)
 KX0405_MARKER: DB = BENCH MARK DISK
 KX0405_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0405_SP_SET: UNDERPASS
 KX0405_STAMPING: E 345 1966
 KX0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0405
 KX0405  HISTORY     - Date     Condition        Report By
 KX0405  HISTORY     - 1966     MONUMENTED       CGS
 KX0405
 KX0405                          STATION DESCRIPTION
 KX0405
 KX0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0405'0.2 MI W FROM GALLITZIN.
 KX0405'ABOUT 0.2 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0405'JACKSON STREET OVERPASS AT GALLITZIN, SET ON THE TOP OF THE
 KX0405'WEST END OF THE NORTH CONCRETE HEAD WALL OF THE CHESTNUT STREET
 KX0405'UNDERPASS, 28.5 FEET NORTH OF THE NORTH RAIL AND ABOUT LEVEL WITH
 KX0405'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0454 ***********************************************************************
 KX0454  DESIGNATION -  E 346
 KX0454  PID         -  KX0454
 KX0454  STATE/COUNTY-  PA/CAMBRIA
 KX0454  USGS QUAD   -  GEISTOWN (1993)
 KX0454
 KX0454                         *CURRENT SURVEY CONTROL
 KX0454  ___________________________________________________________________
 KX0454* NAD 83(1986)-  40 21 37.     (N)    078 51 31.     (W)     SCALED    
 KX0454* NAVD 88     -       403.360  (meters)    1323.36   (feet)  ADJUSTED  
 KX0454  ___________________________________________________________________
 KX0454  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KX0454  DYNAMIC HT  -         403.143 (meters)    1322.64  (feet)  COMP
 KX0454  MODELED GRAV-     980,075.6   (mgal)                       NAVD 88
 KX0454
 KX0454  VERT ORDER  -  FIRST     CLASS I
 KX0454
 KX0454.The horizontal coordinates were scaled from a topographic map and have
 KX0454.an estimated accuracy of +/- 6 seconds.
 KX0454
 KX0454.The orthometric height was determined by differential leveling
 KX0454.and adjusted by the National Geodetic Survey in June 1991..
 KX0454
 KX0454.The geoid height was determined by GEOID03.
 KX0454
 KX0454.The dynamic height is computed by dividing the NAVD 88
 KX0454.geopotential number by the normal gravity value computed on the
 KX0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0454.degrees latitude (g = 980.6199 gals.).
 KX0454
 KX0454.The modeled gravity was interpolated from observed gravity values.
 KX0454
 KX0454;                    North         East    Units  Estimated Accuracy
 KX0454;SPC PA S     -   114,620.      505,840.      MT  (+/- 180 meters Scaled)
 KX0454
 KX0454                          SUPERSEDED SURVEY CONTROL
 KX0454
 KX0454  NGVD 29 (??/??/92)  403.515  (m)         1323.87   (f) ADJ UNCH    1 1
 KX0454
 KX0454.Superseded values are not recommended for survey control.
 KX0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0454.See file dsdata.txt to determine how the superseded data were derived.
 KX0454
 KX0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE818699(NAD 83)
 KX0454_MARKER: DB = BENCH MARK DISK
 KX0454_SETTING: 66 = SET IN ROCK OUTCROP
 KX0454_SP_SET: ROCK CUT
 KX0454_STAMPING: E 346 1966
 KX0454_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX0454+STABILITY: POSITION/ELEVATION WELL
 KX0454
 KX0454  HISTORY     - Date     Condition        Report By
 KX0454  HISTORY     - 1966     MONUMENTED       CGS
 KX0454
 KX0454                          STATION DESCRIPTION
 KX0454
 KX0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0454'4.6 MI NE FROM JOHNSTOWN.
 KX0454'ABOUT 4.65 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX0454'THE STATION AT JOHNSTOWN, 0.4 MILE SOUTHWEST OF MILEPOST 270,
 KX0454'279 FEET NORTHEAST OF THE CENTER OF AN OVERHEAD RAILROAD, ON TOP
 KX0454'OF A ROCK SHELF, AT THE BASE OF A ROCK CUT, 10.0 FEET NORTHWEST
 KX0454'OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 55 FEET SOUTHWEST OF
 KX0454'THE NORTHEAST END OF THE ROCK CUT, 1.5 FEET SOUTHEAST OF THE BASE
 KX0454'OF THE CUT AND 1/2 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0036 ***********************************************************************
 KY0036  DESIGNATION -  E 347
 KY0036  PID         -  KY0036
 KY0036  STATE/COUNTY-  PA/BEAVER
 KY0036  USGS QUAD   -  BEAVER (1979)
 KY0036
 KY0036                         *CURRENT SURVEY CONTROL
 KY0036  ___________________________________________________________________
 KY0036* NAD 83(1986)-  40 40 58.     (N)    080 15 57.     (W)     SCALED    
 KY0036* NAVD 88     -       228.846  (meters)     750.81   (feet)  ADJUSTED  
 KY0036  ___________________________________________________________________
 KY0036  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KY0036  DYNAMIC HT  -         228.730 (meters)     750.42  (feet)  COMP
 KY0036  MODELED GRAV-     980,111.2   (mgal)                       NAVD 88
 KY0036
 KY0036  VERT ORDER  -  FIRST     CLASS I
 KY0036
 KY0036.The horizontal coordinates were scaled from a topographic map and have
 KY0036.an estimated accuracy of +/- 6 seconds.
 KY0036
 KY0036.The orthometric height was determined by differential leveling
 KY0036.and adjusted by the National Geodetic Survey in June 1991..
 KY0036
 KY0036.The geoid height was determined by GEOID03.
 KY0036
 KY0036.The dynamic height is computed by dividing the NAVD 88
 KY0036.geopotential number by the normal gravity value computed on the
 KY0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0036.degrees latitude (g = 980.6199 gals.).
 KY0036
 KY0036.The modeled gravity was interpolated from observed gravity values.
 KY0036
 KY0036;                    North         East    Units  Estimated Accuracy
 KY0036;SPC PA S     -   152,870.      387,350.      MT  (+/- 180 meters Scaled)
 KY0036
 KY0036                          SUPERSEDED SURVEY CONTROL
 KY0036
 KY0036  NGVD 29 (??/??/92)  228.968  (m)          751.21   (f) ADJ UNCH    1 1
 KY0036
 KY0036.Superseded values are not recommended for survey control.
 KY0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0036.See file dsdata.txt to determine how the superseded data were derived.
 KY0036
 KY0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF620038(NAD 83)
 KY0036_MARKER: DB = BENCH MARK DISK
 KY0036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0036_SP_SET: ABUTMENT
 KY0036_STAMPING: E 347 1966
 KY0036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0036_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KY0036+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2006
 KY0036
 KY0036  HISTORY     - Date     Condition        Report By
 KY0036  HISTORY     - 1966     MONUMENTED       CGS
 KY0036  HISTORY     - 20060531 GOOD             PADT
 KY0036
 KY0036                          STATION DESCRIPTION
 KY0036
 KY0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KY0036'0.6 MI S FROM MONACA.
 KY0036'ABOUT 0.6 MILE SOUTH ALONG THE PITTSBURGH AND LAKE ERIE RAILROAD
 KY0036'FROM THE STATION AT MONACA, ABOUT 0.2 MILE SOUTH OF MILEPOST NO.
 KY0036'P 24, AT THE SOUTH EDGE OF MONACA, SET VERTICALLY IN THE WEST FACE
 KY0036'OF THE EAST ABUTMENT FOR STATE HIGHWAY 51 OVERPASS OVER THE TRACKS,
 KY0036'9 FEET EAST OF THE EAST RAIL OF THE EAST ONE OF 6 TRACKS, 7 FEET
 KY0036'NORTH OF THE SOUTH END OF THE ABUTMENT, 1 1/2 FEET ABOVE THE
 KY0036'GROUND AND ABOUT LEVEL WITH TRACKS.
 KY0036
 KY0036                          STATION RECOVERY (2006)
 KY0036
 KY0036'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (JW)
 KY0036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1582 ***********************************************************************
 MA1582  DESIGNATION -  E 348
 MA1582  PID         -  MA1582
 MA1582  STATE/COUNTY-  PA/CRAWFORD
 MA1582  USGS QUAD   -  SUGAR LAKE (1969)
 MA1582
 MA1582                         *CURRENT SURVEY CONTROL
 MA1582  ___________________________________________________________________
 MA1582* NAD 83(1986)-  41 35 38.     (N)    079 57 32.     (W)     SCALED    
 MA1582* NAVD 88     -       435.137  (meters)    1427.61   (feet)  ADJUSTED  
 MA1582  ___________________________________________________________________
 MA1582  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 MA1582  DYNAMIC HT  -         434.953 (meters)    1427.01  (feet)  COMP
 MA1582  MODELED GRAV-     980,185.9   (mgal)                       NAVD 88
 MA1582
 MA1582  VERT ORDER  -  SECOND    CLASS 0
 MA1582
 MA1582.The horizontal coordinates were scaled from a topographic map and have
 MA1582.an estimated accuracy of +/- 6 seconds.
 MA1582
 MA1582.The orthometric height was determined by differential leveling
 MA1582.and adjusted by the National Geodetic Survey in June 1991..
 MA1582
 MA1582.The geoid height was determined by GEOID03.
 MA1582
 MA1582.The dynamic height is computed by dividing the NAVD 88
 MA1582.geopotential number by the normal gravity value computed on the
 MA1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1582.degrees latitude (g = 980.6199 gals.).
 MA1582
 MA1582.The modeled gravity was interpolated from observed gravity values.
 MA1582
 MA1582;                    North         East    Units  Estimated Accuracy
 MA1582;SPC PA N     -   160,850.      415,860.      MT  (+/- 180 meters Scaled)
 MA1582
 MA1582                          SUPERSEDED SURVEY CONTROL
 MA1582
 MA1582  NGVD 29 (??/??/92)  435.310  (m)         1428.18   (f) ADJ UNCH    2 0
 MA1582
 MA1582.Superseded values are not recommended for survey control.
 MA1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1582.See file dsdata.txt to determine how the superseded data were derived.
 MA1582
 MA1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG867052(NAD 83)
 MA1582_MARKER: DB = BENCH MARK DISK
 MA1582_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1582_SP_SET: SIGN FOUNDATION
 MA1582_STAMPING: E 348 1967
 MA1582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1582
 MA1582  HISTORY     - Date     Condition        Report By
 MA1582  HISTORY     - 1967     MONUMENTED       CGS
 MA1582
 MA1582                          STATION DESCRIPTION
 MA1582
 MA1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MA1582'10.9 MI E FROM MEADVILLE.
 MA1582'10.9 MILES EAST ALONG STATE HIGHWAY 27 FROM THE JUNCTION OF STATE
 MA1582'HIGHWAYS 27 AND 77 IN MEADVILLE, 0.05 MILE WEST OF STATE HIGHWAY
 MA1582'173, 25 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 173,
 MA1582'25 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY, SET IN THE TOP
 MA1582'OF THE CONCRETE FOUNDATION OF A QUAKER OIL COMPANY SIGN AT THE
 MA1582'FORD GARAGE AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1621 ***********************************************************************
 MA1621  DESIGNATION -  E 349
 MA1621  PID         -  MA1621
 MA1621  STATE/COUNTY-  PA/WARREN
 MA1621  USGS QUAD   -  COLUMBUS (1990)
 MA1621
 MA1621                         *CURRENT SURVEY CONTROL
 MA1621  ___________________________________________________________________
 MA1621* NAD 83(1986)-  41 56 20.     (N)    079 32 24.     (W)     SCALED    
 MA1621* NAVD 88     -       440.349  (meters)    1444.71   (feet)  ADJUSTED  
 MA1621  ___________________________________________________________________
 MA1621  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 MA1621  DYNAMIC HT  -         440.171 (meters)    1444.13  (feet)  COMP
 MA1621  MODELED GRAV-     980,204.9   (mgal)                       NAVD 88
 MA1621
 MA1621  VERT ORDER  -  SECOND    CLASS 0
 MA1621
 MA1621.The horizontal coordinates were scaled from a topographic map and have
 MA1621.an estimated accuracy of +/- 6 seconds.
 MA1621
 MA1621.The orthometric height was determined by differential leveling
 MA1621.and adjusted by the National Geodetic Survey in June 1991..
 MA1621
 MA1621.The geoid height was determined by GEOID03.
 MA1621
 MA1621.The dynamic height is computed by dividing the NAVD 88
 MA1621.geopotential number by the normal gravity value computed on the
 MA1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1621.degrees latitude (g = 980.6199 gals.).
 MA1621
 MA1621.The modeled gravity was interpolated from observed gravity values.
 MA1621
 MA1621;                    North         East    Units  Estimated Accuracy
 MA1621;SPC PA N     -   198,350.      451,570.      MT  (+/- 180 meters Scaled)
 MA1621
 MA1621                          SUPERSEDED SURVEY CONTROL
 MA1621
 MA1621  NGVD 29 (??/??/92)  440.506  (m)         1445.23   (f) ADJ UNCH    2 0
 MA1621
 MA1621.Superseded values are not recommended for survey control.
 MA1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1621.See file dsdata.txt to determine how the superseded data were derived.
 MA1621
 MA1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG210440(NAD 83)
 MA1621_MARKER: DB = BENCH MARK DISK
 MA1621_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1621_SP_SET: BRIDGE
 MA1621_STAMPING: E 349 1967
 MA1621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1621
 MA1621  HISTORY     - Date     Condition        Report By
 MA1621  HISTORY     - 1967     MONUMENTED       CGS
 MA1621  HISTORY     - 1968     GOOD             NGS
 MA1621  HISTORY     - 20020601 MARK NOT FOUND   USPSQD
 MA1621
 MA1621                          STATION DESCRIPTION
 MA1621
 MA1621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MA1621'2.6 MI SE FROM COLUMBUS.
 MA1621'2.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION
 MA1621'WITH STATE HIGHWAY 957 IN COLUMBUS, SET IN THE TOP OF THE
 MA1621'WEST END OF THE SOUTH HEADWALL OF A BRIDGE, 0.1 MILE WEST OF
 MA1621'A CROSSROAD, 19 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 1.0
 MA1621'FOOT EAST OF THE WEST END OF HEADWALL AND IS ABOUT 1 FOOT ABOVE
 MA1621'THE LEVEL OF THE HIGHWAY.
 MA1621
 MA1621                          STATION RECOVERY (2002)
 MA1621
 MA1621'RECOVERY NOTE BY US POWER SQUADRON 2002 (RA)
 MA1621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1462 ***********************************************************************
 LZ1462  DESIGNATION -  E 35
 LZ1462  PID         -  LZ1462
 LZ1462  STATE/COUNTY-  PA/POTTER
 LZ1462  USGS QUAD   -  ULYSSES (1969)
 LZ1462
 LZ1462                         *CURRENT SURVEY CONTROL
 LZ1462  ___________________________________________________________________
 LZ1462* NAD 83(1986)-  41 59 34.     (N)    077 52 03.     (W)     SCALED    
 LZ1462* NAVD 88     -       497.186  (meters)    1631.18   (feet)  ADJUSTED  
 LZ1462  ___________________________________________________________________
 LZ1462  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 LZ1462  DYNAMIC HT  -         496.989 (meters)    1630.54  (feet)  COMP
 LZ1462  MODELED GRAV-     980,210.1   (mgal)                       NAVD 88
 LZ1462
 LZ1462  VERT ORDER  -  SECOND    CLASS 0
 LZ1462
 LZ1462.The horizontal coordinates were scaled from a topographic map and have
 LZ1462.an estimated accuracy of +/- 6 seconds.
 LZ1462
 LZ1462.The orthometric height was determined by differential leveling
 LZ1462.and adjusted by the National Geodetic Survey in June 1991..
 LZ1462
 LZ1462.The geoid height was determined by GEOID03.
 LZ1462
 LZ1462.The dynamic height is computed by dividing the NAVD 88
 LZ1462.geopotential number by the normal gravity value computed on the
 LZ1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1462.degrees latitude (g = 980.6199 gals.).
 LZ1462
 LZ1462.The modeled gravity was interpolated from observed gravity values.
 LZ1462
 LZ1462;                    North         East    Units  Estimated Accuracy
 LZ1462;SPC PA N     -   202,810.      590,260.      MT  (+/- 180 meters Scaled)
 LZ1462
 LZ1462                          SUPERSEDED SURVEY CONTROL
 LZ1462
 LZ1462  NGVD 29 (??/??/92)  497.327  (m)         1631.65   (f) ADJ UNCH    2 0
 LZ1462
 LZ1462.Superseded values are not recommended for survey control.
 LZ1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1462.See file dsdata.txt to determine how the superseded data were derived.
 LZ1462
 LZ1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM624529(NAD 83)
 LZ1462_MARKER: DB = BENCH MARK DISK
 LZ1462_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1462_SP_SET: BUILDING
 LZ1462_STAMPING: E 35 1934
 LZ1462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1462
 LZ1462  HISTORY     - Date     Condition        Report By
 LZ1462  HISTORY     - 1934     MONUMENTED       CGS
 LZ1462  HISTORY     - 1962     GOOD             NGS
 LZ1462
 LZ1462                          STATION DESCRIPTION
 LZ1462
 LZ1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1462'AT GENESEE.
 LZ1462'AT GENESEE, POTTER COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 LZ1462'ABOUT 2,300 FEET NORTH OF MILEPOST 26, IN THE WEST SIDE OF
 LZ1462'THE MILLS FACTORY BUILDING (VACANT), 3 FEET NORTH OF THE SOUTHWEST
 LZ1462'CORNER, 60 FEET EAST OF THE CENTER LINE OF THE TRACK, AND
 LZ1462'ABOUT 3 FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 LZ1462'STAMPED E 35 1934.
 LZ1462
 LZ1462                          STATION RECOVERY (1962)
 LZ1462
 LZ1462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 LZ1462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0673 ***********************************************************************
 MA0673  DESIGNATION -  E 350
 MA0673  PID         -  MA0673
 MA0673  STATE/COUNTY-  PA/WARREN
 MA0673  USGS QUAD   -  LUDLOW (1981)
 MA0673
 MA0673                         *CURRENT SURVEY CONTROL
 MA0673  ___________________________________________________________________
 MA0673* NAD 83(1986)-  41 42 46.     (N)    078 59 09.     (W)     SCALED    
 MA0673* NAVD 88     -       432.046  (meters)    1417.47   (feet)  ADJUSTED  
 MA0673  ___________________________________________________________________
 MA0673  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 MA0673  DYNAMIC HT  -         431.866 (meters)    1416.88  (feet)  COMP
 MA0673  MODELED GRAV-     980,194.2   (mgal)                       NAVD 88
 MA0673
 MA0673  VERT ORDER  -  SECOND    CLASS 0
 MA0673
 MA0673.The horizontal coordinates were scaled from a topographic map and have
 MA0673.an estimated accuracy of +/- 6 seconds.
 MA0673
 MA0673.The orthometric height was determined by differential leveling
 MA0673.and adjusted by the National Geodetic Survey in June 1991..
 MA0673
 MA0673.The geoid height was determined by GEOID03.
 MA0673
 MA0673.The dynamic height is computed by dividing the NAVD 88
 MA0673.geopotential number by the normal gravity value computed on the
 MA0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0673.degrees latitude (g = 980.6199 gals.).
 MA0673
 MA0673.The modeled gravity was interpolated from observed gravity values.
 MA0673
 MA0673;                    North         East    Units  Estimated Accuracy
 MA0673;SPC PA N     -   172,440.      497,160.      MT  (+/- 180 meters Scaled)
 MA0673
 MA0673                          SUPERSEDED SURVEY CONTROL
 MA0673
 MA0673  NGVD 29 (??/??/92)  432.188  (m)         1417.94   (f) ADJ UNCH    2 0
 MA0673
 MA0673.Superseded values are not recommended for survey control.
 MA0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0673.See file dsdata.txt to determine how the superseded data were derived.
 MA0673
 MA0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG675198(NAD 83)
 MA0673_MARKER: DB = BENCH MARK DISK
 MA0673_SETTING: 80 = SET IN A BOULDER
 MA0673_SP_SET: BOULDER
 MA0673_STAMPING: E 350 1968
 MA0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0673+STABILITY: SURFACE MOTION
 MA0673
 MA0673  HISTORY     - Date     Condition        Report By
 MA0673  HISTORY     - 1968     MONUMENTED       CGS
 MA0673  HISTORY     - 20060110 GOOD             USPSQD
 MA0673
 MA0673                          STATION DESCRIPTION
 MA0673
 MA0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MA0673'3 MI SE FROM SHEFFIELD.
 MA0673'ABOUT 3.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION
 MA0673'WITH STATE HIGHWAY 666 IN SHEFFIELD, 3.7 MILES NORTHWEST OF THE
 MA0673'POST OFFICE IN LUDLOW, 400 FEET SOUTH OF THE CENTERLINE OF
 MA0673'HIGHWAY, 195 FEET NORTH OF A RAILROAD TRACK, 150 FEET WEST OF
 MA0673'THE APPROXIMATE CENTER OF A TRACK ROAD LEADING FROM THE HIGHWAY
 MA0673'TO RAILROAD, 36.5 FEET NORTH OF A POWER LINE POLE, 44 FEET EAST
 MA0673'OF A TRACK ROAD, 4.3 FEET NORTHWEST OF A METAL WITNESS SIGN,
 MA0673'2.4 FEET NORTH OF THE SOUTH EDGE OF A BOULDER, ABOUT LEVEL WITH
 MA0673'RAILROAD, SET IN THE TOP OF A 3 X 12 FOOT BOULDER PROJECTING 3 FEET
 MA0673'ON THE SOUTH SIDE AND IS ABOUT 25 FEET BELOW THE HIGHWAY.
 MA0673
 MA0673                          STATION RECOVERY (2006)
 MA0673
 MA0673'RECOVERY NOTE BY US POWER SQUADRON 2006 (SG)
 MA0673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1441 ***********************************************************************
 LZ1441  DESIGNATION -  E 351
 LZ1441  PID         -  LZ1441
 LZ1441  STATE/COUNTY-  PA/POTTER
 LZ1441  USGS QUAD   -  GALETON (1994)
 LZ1441
 LZ1441                         *CURRENT SURVEY CONTROL
 LZ1441  ___________________________________________________________________
 LZ1441* NAD 83(1986)-  41 44 29.     (N)    077 39 40.     (W)     SCALED    
 LZ1441* NAVD 88     -       419.583  (meters)    1376.58   (feet)  ADJUSTED  
 LZ1441  ___________________________________________________________________
 LZ1441  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 LZ1441  DYNAMIC HT  -         419.411 (meters)    1376.02  (feet)  COMP
 LZ1441  MODELED GRAV-     980,198.9   (mgal)                       NAVD 88
 LZ1441
 LZ1441  VERT ORDER  -  SECOND    CLASS 0
 LZ1441
 LZ1441.The horizontal coordinates were scaled from a topographic map and have
 LZ1441.an estimated accuracy of +/- 6 seconds.
 LZ1441
 LZ1441.The orthometric height was determined by differential leveling
 LZ1441.and adjusted by the National Geodetic Survey in June 1991..
 LZ1441
 LZ1441.The geoid height was determined by GEOID03.
 LZ1441
 LZ1441.The dynamic height is computed by dividing the NAVD 88
 LZ1441.geopotential number by the normal gravity value computed on the
 LZ1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1441.degrees latitude (g = 980.6199 gals.).
 LZ1441
 LZ1441.The modeled gravity was interpolated from observed gravity values.
 LZ1441
 LZ1441;                    North         East    Units  Estimated Accuracy
 LZ1441;SPC PA N     -   174,890.      607,390.      MT  (+/- 180 meters Scaled)
 LZ1441
 LZ1441                          SUPERSEDED SURVEY CONTROL
 LZ1441
 LZ1441  NGVD 29 (??/??/92)  419.726  (m)         1377.05   (f) ADJ UNCH    2 0
 LZ1441
 LZ1441.Superseded values are not recommended for survey control.
 LZ1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1441.See file dsdata.txt to determine how the superseded data were derived.
 LZ1441
 LZ1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM787244(NAD 83)
 LZ1441_MARKER: DB = BENCH MARK DISK
 LZ1441_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1441_SP_SET: CATCH BASIN BACKWALL
 LZ1441_STAMPING: E 351 1968
 LZ1441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1441
 LZ1441  HISTORY     - Date     Condition        Report By
 LZ1441  HISTORY     - 1968     MONUMENTED       CGS
 LZ1441
 LZ1441                          STATION DESCRIPTION
 LZ1441
 LZ1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ1441'1.1 MI W FROM GALETON.
 LZ1441'1.1 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH
 LZ1441'STATE HIGHWAY 144 IN GALETON, SET IN THE TOP OF THE APPROXIMATE
 LZ1441'CENTER OF BACKWALL OF A CATCH BASIN, AT THE GALETON CITY LIMITS,
 LZ1441'140 FEET NORTH AND ACROSS HIGHWAY FROM THE OX YOKE INN,
 LZ1441'22.5 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 12 FEET NORTHWEST OF A
 LZ1441'12-INCH WHITE PINE TREE, AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0081 ***********************************************************************
 MA0081  DESIGNATION -  E 352
 MA0081  PID         -  MA0081
 MA0081  STATE/COUNTY-  PA/POTTER
 MA0081  USGS QUAD   -  AUSTIN (1983)
 MA0081
 MA0081                         *CURRENT SURVEY CONTROL
 MA0081  ___________________________________________________________________
 MA0081* NAD 83(1986)-  41 44 55.     (N)    078 05 44.     (W)     SCALED    
 MA0081* NAVD 88     -       492.265  (meters)    1615.04   (feet)  ADJUSTED  
 MA0081  ___________________________________________________________________
 MA0081  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 MA0081  DYNAMIC HT  -         492.060 (meters)    1614.37  (feet)  COMP
 MA0081  MODELED GRAV-     980,190.1   (mgal)                       NAVD 88
 MA0081
 MA0081  VERT ORDER  -  SECOND    CLASS 0
 MA0081
 MA0081.The horizontal coordinates were scaled from a topographic map and have
 MA0081.an estimated accuracy of +/- 6 seconds.
 MA0081
 MA0081.The orthometric height was determined by differential leveling
 MA0081.and adjusted by the National Geodetic Survey in June 1991..
 MA0081
 MA0081.The geoid height was determined by GEOID03.
 MA0081
 MA0081.The dynamic height is computed by dividing the NAVD 88
 MA0081.geopotential number by the normal gravity value computed on the
 MA0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0081.degrees latitude (g = 980.6199 gals.).
 MA0081
 MA0081.The modeled gravity was interpolated from observed gravity values.
 MA0081
 MA0081;                    North         East    Units  Estimated Accuracy
 MA0081;SPC PA N     -   175,740.      571,260.      MT  (+/- 180 meters Scaled)
 MA0081
 MA0081                          SUPERSEDED SURVEY CONTROL
 MA0081
 MA0081  NGVD 29 (??/??/92)  492.401  (m)         1615.49   (f) ADJ UNCH    2 0
 MA0081
 MA0081.Superseded values are not recommended for survey control.
 MA0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0081.See file dsdata.txt to determine how the superseded data were derived.
 MA0081
 MA0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG414259(NAD 83)
 MA0081_MARKER: DB = BENCH MARK DISK
 MA0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0081_STAMPING: E 352 1968
 MA0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0081+STABILITY: SURFACE MOTION
 MA0081
 MA0081  HISTORY     - Date     Condition        Report By
 MA0081  HISTORY     - 1968     MONUMENTED       CGS
 MA0081
 MA0081                          STATION DESCRIPTION
 MA0081
 MA0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MA0081'3.9 MI E FROM ROULETTE.
 MA0081'3.9 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE IN
 MA0081'ROULETTE, SET IN THE TOP OF A CONCRETE POST PROJECTING 3-INCHES,
 MA0081'32 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 15 FEET
 MA0081'SOUTHEAST OF A BILL BOARD POTATO CITY INN, 3.6 FEET WEST OF
 MA0081'TELEPHONE POLE NO. 1282, 2.5 FEET SOUTHEAST OF A METAL WITNESS
 MA0081'SIGN AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0863 ***********************************************************************
 LZ0863  DESIGNATION -  E 353
 LZ0863  PID         -  LZ0863
 LZ0863  STATE/COUNTY-  PA/TIOGA
 LZ0863  USGS QUAD   -  ANTRIM (1986)
 LZ0863
 LZ0863                         *CURRENT SURVEY CONTROL
 LZ0863  ___________________________________________________________________
 LZ0863* NAD 83(1986)-  41 44 58.     (N)    077 18 07.     (W)     SCALED    
 LZ0863* NAVD 88     -       398.949  (meters)    1308.89   (feet)  ADJUSTED  
 LZ0863  ___________________________________________________________________
 LZ0863  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 LZ0863  DYNAMIC HT  -         398.782 (meters)    1308.34  (feet)  COMP
 LZ0863  MODELED GRAV-     980,190.6   (mgal)                       NAVD 88
 LZ0863
 LZ0863  VERT ORDER  -  SECOND    CLASS 0
 LZ0863
 LZ0863.The horizontal coordinates were scaled from a topographic map and have
 LZ0863.an estimated accuracy of +/- 6 seconds.
 LZ0863
 LZ0863.The orthometric height was determined by differential leveling
 LZ0863.and adjusted by the National Geodetic Survey in June 1991..
 LZ0863
 LZ0863.The geoid height was determined by GEOID03.
 LZ0863
 LZ0863.The dynamic height is computed by dividing the NAVD 88
 LZ0863.geopotential number by the normal gravity value computed on the
 LZ0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0863.degrees latitude (g = 980.6199 gals.).
 LZ0863
 LZ0863.The modeled gravity was interpolated from observed gravity values.
 LZ0863
 LZ0863;                    North         East    Units  Estimated Accuracy
 LZ0863;SPC PA N     -   175,870.      637,270.      MT  (+/- 180 meters Scaled)
 LZ0863
 LZ0863                          SUPERSEDED SURVEY CONTROL
 LZ0863
 LZ0863  NGVD 29 (??/??/92)  399.081  (m)         1309.32   (f) ADJ UNCH    2 0
 LZ0863
 LZ0863.Superseded values are not recommended for survey control.
 LZ0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0863.See file dsdata.txt to determine how the superseded data were derived.
 LZ0863
 LZ0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM086245(NAD 83)
 LZ0863_MARKER: DB = BENCH MARK DISK
 LZ0863_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0863_SP_SET: BRIDGE
 LZ0863_STAMPING: E 353 1968
 LZ0863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LZ0863+SATELLITE: SATELLITE OBSERVATIONS - November 23, 1998
 LZ0863
 LZ0863  HISTORY     - Date     Condition        Report By
 LZ0863  HISTORY     - 1968     MONUMENTED       CGS
 LZ0863  HISTORY     - 19981123 GOOD             NGS
 LZ0863
 LZ0863                          STATION DESCRIPTION
 LZ0863
 LZ0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ0863'AT WELLSBORO.
 LZ0863'AT WELLSBORO, 0.15 MILE SOUTHWEST OF THE JUNCTION OF U.S.
 LZ0863'HIGHWAY 6 AND STATE HIGHWAYS 660 AND 287, 225 FEET NORTH OF
 LZ0863'THE NORTH CORNER OF THE COURT HOUSE, 44 FEET SOUTHEAST OF THE
 LZ0863'CENTERLINE OF WATER STREET, 20 FEET NORTHEAST OF THE CENTERLINE
 LZ0863'OF NICHOLS STREET, SET IN THE NORTHEAST WINGWALL OF A BRIDGE,
 LZ0863'6.6 FEET SOUTHWEST OF THE NORTHEAST END OF WINGWALL AND IS
 LZ0863'ABOUT 2.0 FEET ABOVE THE LEVEL OF THE TWO STREETS.
 LZ0863
 LZ0863                          STATION RECOVERY (1998)
 LZ0863
 LZ0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DW)
 LZ0863'NICHOLS ST. IS NOW CENTRAL AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0555 ***********************************************************************
 LZ0555  DESIGNATION -  E 354
 LZ0555  PID         -  LZ0555
 LZ0555  STATE/COUNTY-  PA/BRADFORD
 LZ0555  USGS QUAD   -  TROY (1983)
 LZ0555
 LZ0555                         *CURRENT SURVEY CONTROL
 LZ0555  ___________________________________________________________________
 LZ0555* NAD 83(1992)-  41 48 03.93932(N)    076 48 50.07575(W)     ADJUSTED  
 LZ0555* NAVD 88     -       403.214  (meters)    1322.88   (feet)  ADJUSTED  
 LZ0555  ___________________________________________________________________
 LZ0555  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 LZ0555  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 LZ0555  DYNAMIC HT  -         403.046 (meters)    1322.33  (feet)  COMP
 LZ0555  MODELED GRAV-     980,195.8   (mgal)                       NAVD 88
 LZ0555
 LZ0555  HORZ ORDER  -  SECOND
 LZ0555  VERT ORDER  -  SECOND    CLASS 0
 LZ0555
 LZ0555.The horizontal coordinates were established by classical geodetic methods
 LZ0555.and adjusted by the National Geodetic Survey in June 2002..
 LZ0555
 LZ0555.The orthometric height was determined by differential leveling
 LZ0555.and adjusted by the National Geodetic Survey in June 1991..
 LZ0555
 LZ0555.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ0555
 LZ0555.The geoid height was determined by GEOID03.
 LZ0555
 LZ0555.The dynamic height is computed by dividing the NAVD 88
 LZ0555.geopotential number by the normal gravity value computed on the
 LZ0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0555.degrees latitude (g = 980.6199 gals.).
 LZ0555
 LZ0555.The modeled gravity was interpolated from observed gravity values.
 LZ0555
 LZ0555;                    North         East     Units Scale Factor Converg.
 LZ0555;SPC PA N     -   181,932.907   677,793.699   MT  0.99997922   +0 37 09.3
 LZ0555;SPC PA N     -   596,891.55  2,223,728.16   sFT  0.99997922   +0 37 09.3
 LZ0555;UTM  18      - 4,629,282.581   349,306.522   MT  0.99987944   -1 12 33.4
 LZ0555
 LZ0555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ0555!SPC PA N     -   0.99994188  x   0.99997922  =   0.99992110
 LZ0555!UTM  18      -   0.99994188  x   0.99987944  =   0.99982133
 LZ0555
 LZ0555                          SUPERSEDED SURVEY CONTROL
 LZ0555
 LZ0555  NAD 83(1996)-  41 48 03.93832(N)    076 48 50.07613(W) AD(       ) 2
 LZ0555  NAD 83(1986)-  41 48 03.94022(N)    076 48 50.07047(W) AD(       ) 2
 LZ0555  NAD 27      -  41 48 03.67318(N)    076 48 51.22317(W) AD(       ) 2
 LZ0555  NGVD 29 (??/??/92)  403.357  (m)         1323.35   (f) ADJ UNCH    2 0
 LZ0555
 LZ0555.Superseded values are not recommended for survey control.
 LZ0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0555.See file dsdata.txt to determine how the superseded data were derived.
 LZ0555
 LZ0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM4930729283(NAD 83)
 LZ0555_MARKER: DB = BENCH MARK DISK
 LZ0555_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0555_SP_SET: CULVERT
 LZ0555_STAMPING: E 354 1968
 LZ0555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0555
 LZ0555  HISTORY     - Date     Condition        Report By
 LZ0555  HISTORY     - 1968     MONUMENTED       CGS
 LZ0555  HISTORY     - 1968     GOOD             CGS
 LZ0555
 LZ0555                          STATION DESCRIPTION
 LZ0555
 LZ0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ0555'SEE STATION ARMENIA
 LZ0555
 LZ0555                          STATION RECOVERY (1968)
 LZ0555
 LZ0555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 LZ0555'1.8 MI W FROM TROY.
 LZ0555'1.85 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE IN
 LZ0555'TROY, SET IN THE TOP OF THE APPROXIMATE CENTER OF A BACKWALL OF
 LZ0555'A BOX CULVERT, 26 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY,
 LZ0555'AND IS ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1282 ***********************************************************************
 LZ1282  DESIGNATION -  E 355
 LZ1282  PID         -  LZ1282
 LZ1282  STATE/COUNTY-  PA/CLINTON
 LZ1282  USGS QUAD   -  FARRANDSVILLE (1973)
 LZ1282
 LZ1282                         *CURRENT SURVEY CONTROL
 LZ1282  ___________________________________________________________________
 LZ1282* NAD 83(1986)-  41 13 51.     (N)    077 34 39.     (W)     SCALED    
 LZ1282* NAVD 88     -       213.952  (meters)     701.94   (feet)  ADJUSTED  
 LZ1282  ___________________________________________________________________
 LZ1282  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 LZ1282  DYNAMIC HT  -         213.848 (meters)     701.60  (feet)  COMP
 LZ1282  MODELED GRAV-     980,134.3   (mgal)                       NAVD 88
 LZ1282
 LZ1282  VERT ORDER  -  SECOND    CLASS 0
 LZ1282
 LZ1282.The horizontal coordinates were scaled from a topographic map and have
 LZ1282.an estimated accuracy of +/- 6 seconds.
 LZ1282
 LZ1282.The orthometric height was determined by differential leveling
 LZ1282.and adjusted by the National Geodetic Survey in June 1991..
 LZ1282
 LZ1282.The geoid height was determined by GEOID03.
 LZ1282
 LZ1282.The dynamic height is computed by dividing the NAVD 88
 LZ1282.geopotential number by the normal gravity value computed on the
 LZ1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1282.degrees latitude (g = 980.6199 gals.).
 LZ1282
 LZ1282.The modeled gravity was interpolated from observed gravity values.
 LZ1282
 LZ1282;                    North         East    Units  Estimated Accuracy
 LZ1282;SPC PA N     -   118,190.      614,460.      MT  (+/- 180 meters Scaled)
 LZ1282
 LZ1282                          SUPERSEDED SURVEY CONTROL
 LZ1282
 LZ1282  NGVD 29 (??/??/92)  214.139  (m)          702.55   (f) ADJ UNCH    2 0
 LZ1282
 LZ1282.Superseded values are not recommended for survey control.
 LZ1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1282.See file dsdata.txt to determine how the superseded data were derived.
 LZ1282
 LZ1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL839675(NAD 83)
 LZ1282_MARKER: DB = BENCH MARK DISK
 LZ1282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1282_SP_SET: RETAINING WALL
 LZ1282_STAMPING: E 355 1968
 LZ1282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1282
 LZ1282  HISTORY     - Date     Condition        Report By
 LZ1282  HISTORY     - 1968     MONUMENTED       CGS
 LZ1282
 LZ1282                          STATION DESCRIPTION
 LZ1282
 LZ1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ1282'9 MI SE FROM HYNER.
 LZ1282'ABOUT 8.95 MILES SOUTHEAST ALONG STATE HIGHWAY 120 FROM THE
 LZ1282'BRIDGE OVER THE SUSQUEHANNA RIVER IN HYNER, SET IN THE TOP
 LZ1282'OF A LARGE CONCRETE RETAINING WALL, 83 FEET SOUTHEAST OF A
 LZ1282'POWER LINE POLE, 20 FEET NORTHEAST OF THE CENTERLINE OF THE
 LZ1282'HIGHWAY, 1.0 FOOT NORTHWEST OF THE SOUTHEAST END OF THE RETAINING
 LZ1282'WALL AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0005 ***********************************************************************
 LZ0005  DESIGNATION -  E 356
 LZ0005  PID         -  LZ0005
 LZ0005  STATE/COUNTY-  PA/BRADFORD
 LZ0005  USGS QUAD   -  TOWANDA (1967)
 LZ0005
 LZ0005                         *CURRENT SURVEY CONTROL
 LZ0005  ___________________________________________________________________
 LZ0005* NAD 83(1986)-  41 46 40.     (N)    076 23 12.     (W)     SCALED    
 LZ0005* NAVD 88     -       218.065  (meters)     715.43   (feet)  ADJUSTED  
 LZ0005  ___________________________________________________________________
 LZ0005  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 LZ0005  DYNAMIC HT  -         217.977 (meters)     715.15  (feet)  COMP
 LZ0005  MODELED GRAV-     980,214.9   (mgal)                       NAVD 88
 LZ0005
 LZ0005  VERT ORDER  -  SECOND    CLASS 0
 LZ0005
 LZ0005.The horizontal coordinates were scaled from a topographic map and have
 LZ0005.an estimated accuracy of +/- 6 seconds.
 LZ0005
 LZ0005.The orthometric height was determined by differential leveling
 LZ0005.and adjusted by the National Geodetic Survey in June 1991..
 LZ0005
 LZ0005.The geoid height was determined by GEOID03.
 LZ0005
 LZ0005.The dynamic height is computed by dividing the NAVD 88
 LZ0005.geopotential number by the normal gravity value computed on the
 LZ0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0005.degrees latitude (g = 980.6199 gals.).
 LZ0005
 LZ0005.The modeled gravity was interpolated from observed gravity values.
 LZ0005
 LZ0005;                    North         East    Units  Estimated Accuracy
 LZ0005;SPC PA N     -   179,820.      713,340.      MT  (+/- 180 meters Scaled)
 LZ0005
 LZ0005                          SUPERSEDED SURVEY CONTROL
 LZ0005
 LZ0005  NGVD 29 (??/??/92)  218.275  (m)          716.12   (f) ADJ UNCH    2 0
 LZ0005
 LZ0005.Superseded values are not recommended for survey control.
 LZ0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0005.See file dsdata.txt to determine how the superseded data were derived.
 LZ0005
 LZ0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM847260(NAD 83)
 LZ0005_MARKER: DB = BENCH MARK DISK
 LZ0005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0005_SP_SET: BRIDGE
 LZ0005_STAMPING: E 356 1968
 LZ0005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0005
 LZ0005  HISTORY     - Date     Condition        Report By
 LZ0005  HISTORY     - 1968     MONUMENTED       CGS
 LZ0005  HISTORY     - 1975     GOOD             PADT
 LZ0005  HISTORY     - 19920724 GOOD             USPSQD
 LZ0005  HISTORY     - 20030915 GOOD             PADT
 LZ0005
 LZ0005                          STATION DESCRIPTION
 LZ0005
 LZ0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ0005'1 MI SE FROM WYSOX.
 LZ0005'ABOUT 1.0 MILE SOUTHEAST ALONG U.S. HIGHWAY 6 FROM THE POST
 LZ0005'OFFICE IN WYSOX, SET IN THE TOP OF THE NORTH HEADWALL OF A
 LZ0005'RAILROAD BRIDGE, 130 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 6.0
 LZ0005'FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK, 3.2 FEET EAST
 LZ0005'OF THE WEST END OF THE HEADWALL, AND IS ABOUT LEVEL WITH THE
 LZ0005'TRACK.
 LZ0005
 LZ0005                          STATION RECOVERY (1975)
 LZ0005
 LZ0005'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 LZ0005'RECOVERED IN GOOD CONDITION.
 LZ0005
 LZ0005                          STATION RECOVERY (1992)
 LZ0005
 LZ0005'RECOVERY NOTE BY US POWER SQUADRON 1992 (DEZ)
 LZ0005'RECOVERED IN GOOD CONDITION.
 LZ0005
 LZ0005                          STATION RECOVERY (2003)
 LZ0005
 LZ0005'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (JAG)
 LZ0005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0837 ***********************************************************************
 LZ0837  DESIGNATION -  E 357
 LZ0837  PID         -  LZ0837
 LZ0837  STATE/COUNTY-  PA/TIOGA
 LZ0837  USGS QUAD   -  BLOSSBURG (1986)
 LZ0837
 LZ0837                         *CURRENT SURVEY CONTROL
 LZ0837  ___________________________________________________________________
 LZ0837* NAD 83(1986)-  41 43 38.     (N)    077 04 55.     (W)     SCALED    
 LZ0837* NAVD 88     -       375.877  (meters)    1233.19   (feet)  ADJUSTED  
 LZ0837  ___________________________________________________________________
 LZ0837  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LZ0837  DYNAMIC HT  -         375.715 (meters)    1232.66  (feet)  COMP
 LZ0837  MODELED GRAV-     980,182.2   (mgal)                       NAVD 88
 LZ0837
 LZ0837  VERT ORDER  -  SECOND    CLASS 0
 LZ0837
 LZ0837.The horizontal coordinates were scaled from a topographic map and have
 LZ0837.an estimated accuracy of +/- 6 seconds.
 LZ0837
 LZ0837.The orthometric height was determined by differential leveling
 LZ0837.and adjusted by the National Geodetic Survey in June 1991..
 LZ0837
 LZ0837.The geoid height was determined by GEOID03.
 LZ0837
 LZ0837.The dynamic height is computed by dividing the NAVD 88
 LZ0837.geopotential number by the normal gravity value computed on the
 LZ0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0837.degrees latitude (g = 980.6199 gals.).
 LZ0837
 LZ0837.The modeled gravity was interpolated from observed gravity values.
 LZ0837
 LZ0837;                    North         East    Units  Estimated Accuracy
 LZ0837;SPC PA N     -   173,520.      655,580.      MT  (+/- 180 meters Scaled)
 LZ0837
 LZ0837                          SUPERSEDED SURVEY CONTROL
 LZ0837
 LZ0837  NGVD 29 (??/??/92)  376.018  (m)         1233.65   (f) ADJ UNCH    2 0
 LZ0837
 LZ0837.Superseded values are not recommended for survey control.
 LZ0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0837.See file dsdata.txt to determine how the superseded data were derived.
 LZ0837
 LZ0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM268215(NAD 83)
 LZ0837_MARKER: DD = SURVEY DISK
 LZ0837_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0837_SP_SET: BRIDGE
 LZ0837_STAMPING: E 357 1968
 LZ0837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0837
 LZ0837  HISTORY     - Date     Condition        Report By
 LZ0837  HISTORY     - 1968     MONUMENTED       PADH
 LZ0837  HISTORY     - 1969     GOOD             NGS
 LZ0837  HISTORY     - 1977     GOOD             PADT
 LZ0837
 LZ0837                          STATION DESCRIPTION
 LZ0837
 LZ0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ0837'1.2 MI S FROM COVINGTON.
 LZ0837'1.2 MILES SOUTH ALONG U.S. HIGHWAY 15 FROM THE POST OFFICE IN
 LZ0837'COVINGTON, SET IN THE TOP OF THE NORTHWEST WINGWALL OF A BRIDGE
 LZ0837'OVER TIOGA CREEK, 15 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 LZ0837'AND IS ABOUT LEVEL WITH THE HIGHWAY.
 LZ0837
 LZ0837                          STATION RECOVERY (1977)
 LZ0837
 LZ0837'RECOVERY NOTE BY PA DEPT OF TRANSP 1977
 LZ0837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0050 ***********************************************************************
 LZ0050  DESIGNATION -  E 359
 LZ0050  PID         -  LZ0050
 LZ0050  STATE/COUNTY-  PA/BRADFORD
 LZ0050  USGS QUAD   -  MONROETON (1982)
 LZ0050
 LZ0050                         *CURRENT SURVEY CONTROL
 LZ0050  ___________________________________________________________________
 LZ0050* NAD 83(1986)-  41 44 10.     (N)    076 27 40.     (W)     SCALED    
 LZ0050* NAVD 88     -       229.772  (meters)     753.84   (feet)  ADJUSTED  
 LZ0050  ___________________________________________________________________
 LZ0050  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 LZ0050  DYNAMIC HT  -         229.679 (meters)     753.54  (feet)  COMP
 LZ0050  MODELED GRAV-     980,211.4   (mgal)                       NAVD 88
 LZ0050
 LZ0050  VERT ORDER  -  SECOND    CLASS 0
 LZ0050
 LZ0050.The horizontal coordinates were scaled from a topographic map and have
 LZ0050.an estimated accuracy of +/- 6 seconds.
 LZ0050
 LZ0050.The orthometric height was determined by differential leveling
 LZ0050.and adjusted by the National Geodetic Survey in June 1991..
 LZ0050
 LZ0050.The geoid height was determined by GEOID03.
 LZ0050
 LZ0050.The dynamic height is computed by dividing the NAVD 88
 LZ0050.geopotential number by the normal gravity value computed on the
 LZ0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0050.degrees latitude (g = 980.6199 gals.).
 LZ0050
 LZ0050.The modeled gravity was interpolated from observed gravity values.
 LZ0050
 LZ0050;                    North         East    Units  Estimated Accuracy
 LZ0050;SPC PA N     -   175,090.      707,220.      MT  (+/- 180 meters Scaled)
 LZ0050
 LZ0050                          SUPERSEDED SURVEY CONTROL
 LZ0050
 LZ0050  NGVD 29 (??/??/92)  229.975  (m)          754.51   (f) ADJ UNCH    2 0
 LZ0050
 LZ0050.Superseded values are not recommended for survey control.
 LZ0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0050.See file dsdata.txt to determine how the superseded data were derived.
 LZ0050
 LZ0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM784215(NAD 83)
 LZ0050_MARKER: DB = BENCH MARK DISK
 LZ0050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0050_SP_SET: CATCH BASIN
 LZ0050_STAMPING: E 359 1969
 LZ0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0050
 LZ0050  HISTORY     - Date     Condition        Report By
 LZ0050  HISTORY     - 1969     MONUMENTED       CGS
 LZ0050  HISTORY     - 1975     GOOD             PADT
 LZ0050
 LZ0050                          STATION DESCRIPTION
 LZ0050
 LZ0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LZ0050'1.2 MI N FROM MONROETON.
 LZ0050'1.25 MILES NORTH ALONG U.S. HIGHWAY 220 FROM ITS JUNCTION WITH
 LZ0050'STATE HIGHWAY 414 IN MONROETON, 22.5 FEET NORTHWEST OF THE
 LZ0050'CENTERLINE OF HIGHWAY, 26 FEET NORTHEAST OF THE APPROXIMATE
 LZ0050'CENTER OF A DRIVEWAY, SET IN THE TOP OF THE APPROXIMATE CENTER
 LZ0050'OF BACKWALL OF A CATCH BASIN AND IS ABOUT LEVEL WITH THE HIGHWAY.
 LZ0050
 LZ0050                          STATION RECOVERY (1975)
 LZ0050
 LZ0050'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 LZ0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1390 ***********************************************************************
 KW1390  DESIGNATION -  E 36
 KW1390  PID         -  KW1390
 KW1390  STATE/COUNTY-  PA/SNYDER
 KW1390  USGS QUAD   -  SUNBURY (1987)
 KW1390
 KW1390                         *CURRENT SURVEY CONTROL
 KW1390  ___________________________________________________________________
 KW1390* NAD 83(1986)-  40 48 03.     (N)    076 50 33.     (W)     SCALED    
 KW1390* NAVD 88     -       132.096  (meters)     433.38   (feet)  ADJUSTED  
 KW1390  ___________________________________________________________________
 KW1390  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 KW1390  DYNAMIC HT  -         132.036 (meters)     433.19  (feet)  COMP
 KW1390  MODELED GRAV-     980,174.3   (mgal)                       NAVD 88
 KW1390
 KW1390  VERT ORDER  -  FIRST     CLASS II
 KW1390
 KW1390.The horizontal coordinates were scaled from a topographic map and have
 KW1390.an estimated accuracy of +/- 6 seconds.
 KW1390
 KW1390.The orthometric height was determined by differential leveling
 KW1390.and adjusted by the National Geodetic Survey in June 1991..
 KW1390
 KW1390.The geoid height was determined by GEOID03.
 KW1390
 KW1390.The dynamic height is computed by dividing the NAVD 88
 KW1390.geopotential number by the normal gravity value computed on the
 KW1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1390.degrees latitude (g = 980.6199 gals.).
 KW1390
 KW1390.The modeled gravity was interpolated from observed gravity values.
 KW1390
 KW1390;                    North         East    Units  Estimated Accuracy
 KW1390;SPC PA S     -   163,340.      676,580.      MT  (+/- 180 meters Scaled)
 KW1390
 KW1390                          SUPERSEDED SURVEY CONTROL
 KW1390
 KW1390  NGVD 29 (??/??/??)  132.328  (m)          434.15   (f) ADJUSTED    1 2
 KW1390
 KW1390.Superseded values are not recommended for survey control.
 KW1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1390.See file dsdata.txt to determine how the superseded data were derived.
 KW1390
 KW1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL445182(NAD 83)
 KW1390_MARKER: DB = BENCH MARK DISK
 KW1390_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1390_SP_SET: ABUTMENT
 KW1390_STAMPING: E 36 1934
 KW1390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1390
 KW1390  HISTORY     - Date     Condition        Report By
 KW1390  HISTORY     - 1934     MONUMENTED       CGS
 KW1390  HISTORY     - 1941     GOOD             CGS
 KW1390
 KW1390                          STATION DESCRIPTION
 KW1390
 KW1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1390'AT SELINSGROVE JUNCTION.
 KW1390'IN SNYDER COUNTY, ON THE LEWISTOWN BRANCH OF THE PENNSYLVANIA
 KW1390'RAILROAD, ABOUT 800 FEET WEST OF THE MAIN-LINE TRACK AT
 KW1390'SELINSGROVE JUNCTION, AT THE BRIDGE OVER THE SUSQUEHANNA RIVER,
 KW1390'IN THE NORTH END OF THE WEST ABUTMENT, 12 FEET NORTH OF THE
 KW1390'CENTERLINE OF THE TRACK, AND ABOUT 4-1/2 FEET LOWER THAN THE
 KW1390'TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0344 ***********************************************************************
 LZ0344  DESIGNATION -  E 360
 LZ0344  PID         -  LZ0344
 LZ0344  STATE/COUNTY-  PA/LYCOMING
 LZ0344  USGS QUAD   -  PICTURE ROCKS (1983)
 LZ0344
 LZ0344                         *CURRENT SURVEY CONTROL
 LZ0344  ___________________________________________________________________
 LZ0344* NAD 83(1986)-  41 18 52.     (N)    076 38 49.     (W)     SCALED    
 LZ0344* NAVD 88     -       220.905  (meters)     724.75   (feet)  ADJUSTED  
 LZ0344  ___________________________________________________________________
 LZ0344  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 LZ0344  DYNAMIC HT  -         220.812 (meters)     724.45  (feet)  COMP
 LZ0344  MODELED GRAV-     980,197.0   (mgal)                       NAVD 88
 LZ0344
 LZ0344  VERT ORDER  -  SECOND    CLASS 0
 LZ0344
 LZ0344.The horizontal coordinates were scaled from a topographic map and have
 LZ0344.an estimated accuracy of +/- 6 seconds.
 LZ0344
 LZ0344.The orthometric height was determined by differential leveling
 LZ0344.and adjusted by the National Geodetic Survey in June 1991..
 LZ0344
 LZ0344.The geoid height was determined by GEOID03.
 LZ0344
 LZ0344.The dynamic height is computed by dividing the NAVD 88
 LZ0344.geopotential number by the normal gravity value computed on the
 LZ0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0344.degrees latitude (g = 980.6199 gals.).
 LZ0344
 LZ0344.The modeled gravity was interpolated from observed gravity values.
 LZ0344
 LZ0344;                    North         East    Units  Estimated Accuracy
 LZ0344;SPC PA N     -   128,050.      692,360.      MT  (+/- 180 meters Scaled)
 LZ0344
 LZ0344                          SUPERSEDED SURVEY CONTROL
 LZ0344
 LZ0344  NGVD 29 (??/??/92)  221.100  (m)          725.39   (f) ADJ UNCH    2 0
 LZ0344
 LZ0344.Superseded values are not recommended for survey control.
 LZ0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0344.See file dsdata.txt to determine how the superseded data were derived.
 LZ0344
 LZ0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL621749(NAD 83)
 LZ0344_MARKER: DB = BENCH MARK DISK
 LZ0344_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0344_SP_SET: BRIDGE
 LZ0344_STAMPING: E 360 1969
 LZ0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0344
 LZ0344  HISTORY     - Date     Condition        Report By
 LZ0344  HISTORY     - 1969     MONUMENTED       CGS
 LZ0344
 LZ0344                          STATION DESCRIPTION
 LZ0344
 LZ0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LZ0344'5 MI NE FROM PICTURE ROCKS.
 LZ0344'ABOUT 5.0 MILES NORTHEAST ALONG U.S. HIGHWAY 220 FROM THE POST
 LZ0344'OFFICE IN PICTURE ROCKS, ABOUT 5.4 MILES SOUTHWEST OF THE POST
 LZ0344'OFFICE IN MUNCY VALLEY, 14 FEET NORTH OF THE CENTERLINE OF
 LZ0344'THE HIGHWAY, SET IN THE TOP OF THE NORTHEAST WINGWALL OF A
 LZ0344'BRIDGE OVER MUNCY CREEK AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 LZ0344'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1564 ***********************************************************************
 KV1564  DESIGNATION -  E 361
 KV1564  PID         -  KV1564
 KV1564  STATE/COUNTY-  PA/MONROE
 KV1564  USGS QUAD   -  BRODHEADSVILLE (1992)
 KV1564
 KV1564                         *CURRENT SURVEY CONTROL
 KV1564  ___________________________________________________________________
 KV1564* NAD 83(1986)-  40 54 20.     (N)    075 28 35.     (W)     SCALED    
 KV1564* NAVD 88     -       213.300  (meters)     699.80   (feet)  ADJUSTED  
 KV1564  ___________________________________________________________________
 KV1564  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KV1564  DYNAMIC HT  -         213.197 (meters)     699.46  (feet)  COMP
 KV1564  MODELED GRAV-     980,134.6   (mgal)                       NAVD 88
 KV1564
 KV1564  VERT ORDER  -  SECOND    CLASS 0
 KV1564
 KV1564.The horizontal coordinates were scaled from a topographic map and have
 KV1564.an estimated accuracy of +/- 6 seconds.
 KV1564
 KV1564.The orthometric height was determined by differential leveling
 KV1564.and adjusted by the National Geodetic Survey in June 1991..
 KV1564
 KV1564.The geoid height was determined by GEOID03.
 KV1564
 KV1564.The dynamic height is computed by dividing the NAVD 88
 KV1564.geopotential number by the normal gravity value computed on the
 KV1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1564.degrees latitude (g = 980.6199 gals.).
 KV1564
 KV1564.The modeled gravity was interpolated from observed gravity values.
 KV1564
 KV1564;                    North         East    Units  Estimated Accuracy
 KV1564;SPC PA N     -    84,570.      791,540.      MT  (+/- 180 meters Scaled)
 KV1564
 KV1564                          SUPERSEDED SURVEY CONTROL
 KV1564
 KV1564  NGVD 29 (??/??/??)  213.491  (m)          700.43   (f) ADJUSTED    2 0
 KV1564
 KV1564.Superseded values are not recommended for survey control.
 KV1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1564.See file dsdata.txt to determine how the superseded data were derived.
 KV1564
 KV1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL598283(NAD 83)
 KV1564_MARKER: DB = BENCH MARK DISK
 KV1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1564_STAMPING: E 361 1969
 KV1564_MARK LOGO: CGS   
 KV1564_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1564+STABILITY: SURFACE MOTION
 KV1564
 KV1564  HISTORY     - Date     Condition        Report By
 KV1564  HISTORY     - 1969     MONUMENTED       CGS
 KV1564  HISTORY     - 19970201 GOOD             NGS
 KV1564
 KV1564                          STATION DESCRIPTION
 KV1564
 KV1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 KV1564'1 MI E FROM KRESGEVILLE.
 KV1564'ABOUT 0.95 MILE EAST ALONG U.S. HIGHWAY 209 FROM THE POST OFFICE
 KV1564'IN KRESGEVILLE, ABOUT 2.15 MILES WEST ALONG U.S. HIGHWAY 209 FROM
 KV1564'THE POST OFFICE IN GILBERT, 22 FEET NORTH OF THE CENTERLINE OF
 KV1564'THE HIGHWAY, ABOUT 300 FEET WEST OF A BRICK HOUSE, 3 FEET NORTH
 KV1564'OF A POWERLINE POLE, 1.8 FEET SOUTH OF A METAL WITNESS SIGN, SET
 KV1564'IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES AND IS ABOUT
 KV1564'LEVEL WITH THE HIGHWAY.
 KV1564
 KV1564                          STATION RECOVERY (1997)
 KV1564
 KV1564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997
 KV1564'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0120 ***********************************************************************
 ND0120  DESIGNATION -  E 362
 ND0120  PID         -  ND0120
 ND0120  STATE/COUNTY-  PA/ERIE
 ND0120  USGS QUAD   -  SWANVILLE (1990)
 ND0120
 ND0120                         *CURRENT SURVEY CONTROL
 ND0120  ___________________________________________________________________
 ND0120* NAD 83(1986)-  42 04 27.     (N)    080 12 38.     (W)     SCALED    
 ND0120* NAVD 88     -       220.308  (meters)     722.79   (feet)  ADJUSTED  
 ND0120  ___________________________________________________________________
 ND0120  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 ND0120  DYNAMIC HT  -         220.229 (meters)     722.53  (feet)  COMP
 ND0120  MODELED GRAV-     980,259.5   (mgal)                       NAVD 88
 ND0120
 ND0120  VERT ORDER  -  FIRST     CLASS II
 ND0120
 ND0120.The horizontal coordinates were scaled from a topographic map and have
 ND0120.an estimated accuracy of +/- 6 seconds.
 ND0120
 ND0120.The orthometric height was determined by differential leveling
 ND0120.and adjusted by the National Geodetic Survey in June 1991..
 ND0120
 ND0120.The geoid height was determined by GEOID03.
 ND0120
 ND0120.The dynamic height is computed by dividing the NAVD 88
 ND0120.geopotential number by the normal gravity value computed on the
 ND0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0120.degrees latitude (g = 980.6199 gals.).
 ND0120
 ND0120.The modeled gravity was interpolated from observed gravity values.
 ND0120
 ND0120;                    North         East    Units  Estimated Accuracy
 ND0120;SPC PA N     -   214,740.      396,400.      MT  (+/- 180 meters Scaled)
 ND0120
 ND0120                          SUPERSEDED SURVEY CONTROL
 ND0120
 ND0120  NGVD 29 (06/03/92)  220.493  (m)          723.40   (f) ADJUSTED    1 2
 ND0120
 ND0120.Superseded values are not recommended for survey control.
 ND0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0120.See file dsdata.txt to determine how the superseded data were derived.
 ND0120
 ND0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG653583(NAD 83)
 ND0120_MARKER: I = METAL ROD
 ND0120_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ND0120_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 ND0120_STAMPING: E 362 1981
 ND0120_MARK LOGO: NGS   
 ND0120_PROJECTION: FLUSH
 ND0120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ND0120+STABILITY: POSITION/ELEVATION WELL
 ND0120_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ND0120+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2001
 ND0120_ROD/PIPE-DEPTH: 15.2 meters
 ND0120_SLEEVE-DEPTH  : 6.10 meters
 ND0120
 ND0120  HISTORY     - Date     Condition        Report By
 ND0120  HISTORY     - 1981     MONUMENTED       NGS
 ND0120  HISTORY     - 20010811 GOOD             NFGSC
 ND0120
 ND0120                          STATION DESCRIPTION
 ND0120
 ND0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ND0120'12.4 KM (7.7 MI) SW FROM ERIE.
 ND0120'12.4 KILOMETERS (7.7 MILES) SOUTHWEST ALONG STATE HIGHWAY 5 (WEST 12TH
 ND0120'STREET) FROM THE INTERSECTION OF STATE STREET IN ERIE TO THE ENTRANCE
 ND0120'OF THE GATE OF HEAVEN CEMETERY AND THE MARK ON THE LEFT.  NOTE THIS
 ND0120'MARK MAY ALSO BE REACHED BY GOING 1.98 KILOMETERS (1.25 MILES)
 ND0120'NORTHWEST ALONG STATE HIGHWAY 98 FROM THE JUNCTION OF US HIGHWAY 20 IN
 ND0120'FAIRVIEW, THENCE 5.88 KILOMETERS (3.65 MILES) NORTHEAST ALONG STATE
 ND0120'HIGHWAY 5 TO THE MARK ON THE RIGHT, THE MARK IS DIRECTLY BEHIND THE
 ND0120'NORTHEAST GRANITE ENTRANCE PILLAR OF THE CEMETERY, 39.92 METERS (131.0
 ND0120'FEET) SOUTHEAST OF THE CENTER LINE OF HIGHWAY 5, 6.40 METERS (21.0
 ND0120'FEET) NORTHEAST OF THE CENTER OF THE PAVED ENTRANCE ROAD OF THE
 ND0120'CEMETERY, 1.06 METERS (3.5 FEET) EAST OF THE SOUTH CORNER OF THE
 ND0120'NORTHEAST ENTRANCE PILLAR AND 0.88 METER (2.9 FEET) SOUTHEAST OF THE
 ND0120'SOUTHEAST FACE OF THE NORTHEAST ENTRANCE PILLAR.
 ND0120'THE MARK IS ABOVE LEVEL WITH THE ENTRANCE ROAD.
 ND0120
 ND0120                          STATION RECOVERY (2001)
 ND0120
 ND0120'RECOVERY NOTE BY NATIONAL FUEL GAS SUPPLY CORP. 2001 (MJT)
 ND0120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2872 ***********************************************************************
 KV2872  DESIGNATION -  E 362
 KV2872  PID         -  KV2872
 KV2872  STATE/COUNTY-  PA/MONROE
 KV2872  USGS QUAD   -  STROUDSBURG (1975)
 KV2872
 KV2872                         *CURRENT SURVEY CONTROL
 KV2872  ___________________________________________________________________
 KV2872* NAD 83(1986)-  40 59 06.     (N)    075 08 42.     (W)     SCALED    
 KV2872* NAVD 88     -        95.117  (meters)     312.06   (feet)  ADJUSTED  
 KV2872  ___________________________________________________________________
 KV2872  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KV2872  DYNAMIC HT  -          95.074 (meters)     311.92  (feet)  COMP
 KV2872  MODELED GRAV-     980,176.6   (mgal)                       NAVD 88
 KV2872
 KV2872  VERT ORDER  -  FIRST     CLASS II
 KV2872
 KV2872.The horizontal coordinates were scaled from a topographic map and have
 KV2872.an estimated accuracy of +/- 6 seconds.
 KV2872
 KV2872.The orthometric height was determined by differential leveling
 KV2872.and adjusted by the National Geodetic Survey in June 1991..
 KV2872
 KV2872.The geoid height was determined by GEOID03.
 KV2872
 KV2872.The dynamic height is computed by dividing the NAVD 88
 KV2872.geopotential number by the normal gravity value computed on the
 KV2872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2872.degrees latitude (g = 980.6199 gals.).
 KV2872
 KV2872.The modeled gravity was interpolated from observed gravity values.
 KV2872
 KV2872;                    North         East    Units  Estimated Accuracy
 KV2872;SPC PA N     -    94,180.      819,190.      MT  (+/- 180 meters Scaled)
 KV2872
 KV2872                          SUPERSEDED SURVEY CONTROL
 KV2872
 KV2872.No superseded survey control is available for this station.
 KV2872
 KV2872_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL878371(NAD 83)
 KV2872_MARKER: DB = BENCH MARK DISK
 KV2872_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2872_SP_SET: STAINLESS STEEL ROD
 KV2872_STAMPING: E 362 1978
 KV2872_MARK LOGO: NGS   
 KV2872_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV2872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2872_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2872+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 KV2872
 KV2872  HISTORY     - Date     Condition        Report By
 KV2872  HISTORY     - 1978     MONUMENTED       NGS
 KV2872  HISTORY     - 19990801 GOOD             PADT
 KV2872  HISTORY     - 19991001 GOOD             PADT
 KV2872  HISTORY     - 20040412 GOOD             PADT
 KV2872  HISTORY     - 20040601 GOOD             PADT
 KV2872
 KV2872                          STATION DESCRIPTION
 KV2872
 KV2872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2872'IN DELAWARE WATER GAP.
 KV2872'0.1 MILE NORTHWEST FROM THE POST OFFICE AT DELAWARE WATER GAP ON
 KV2872'STATE HIGHWAY 611, 33 FEET NORTHWEST OF THE NORTHWEST END OF THE
 KV2872'SOUTHWEST CONCRETE BRIDGE OVER CHERRY CREEK, AT THE JUNCTION OF
 KV2872'STATE HIGHWAY 611 AND BROAD STREET LEADING NORTH TO INTERCHANGE
 KV2872'53 AT INTERSTATE HIGHWAY 80, 32 FEET SOUTH OF THE CENTER OF THE
 KV2872'JUNCTION OF HIGHWAY 611 AND BROAD STREET, 27 FEET SOUTHWEST OF
 KV2872'THE CENTERLINE OF STATE HIGHWAY 611 AND 15.5 FEET SOUTHWEST OF
 KV2872'JUNCTION POWERLINE POLE 107, WITH A STREET LIGHT.  THE WITNESS
 KV2872'PLAQUE IS NAILED TO THE CENTER ONE OF 3 WOODEN POSTS SUPPORTING
 KV2872'A SIGN FOR GLENWOOD RESORT.
 KV2872
 KV2872                          STATION RECOVERY (1999)
 KV2872
 KV2872'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (SQ)
 KV2872'RECOVERED AS DESCRIBED.  *DESCRIPTION ADDITION- DISK IS PROTECTED BY
 KV2872'PVC PIPE WITH CAP AND IS APPROXIMATELY 4 INCHES BELOW GROUND SURFACE.
 KV2872
 KV2872                          STATION RECOVERY (1999)
 KV2872
 KV2872'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (SQ)
 KV2872'RECOVERED IN GOOD CONDITION.
 KV2872
 KV2872                          STATION RECOVERY (2004)
 KV2872
 KV2872'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (SQ)
 KV2872'RECOVERED IN GOOD CONDITION.
 KV2872
 KV2872                          STATION RECOVERY (2004)
 KV2872
 KV2872'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (SQ)
 KV2872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1718 ***********************************************************************
 MB1718  DESIGNATION -  E 363
 MB1718  PID         -  MB1718
 MB1718  STATE/COUNTY-  PA/ERIE
 MB1718  USGS QUAD   -  ALBION (1990)
 MB1718
 MB1718                         *CURRENT SURVEY CONTROL
 MB1718  ___________________________________________________________________
 MB1718* NAD 83(1986)-  41 59 22.     (N)    080 21 22.     (W)     SCALED    
 MB1718* NAVD 88     -       228.624  (meters)     750.08   (feet)  ADJUSTED  
 MB1718  ___________________________________________________________________
 MB1718  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 MB1718  DYNAMIC HT  -         228.541 (meters)     749.80  (feet)  COMP
 MB1718  MODELED GRAV-     980,253.1   (mgal)                       NAVD 88
 MB1718
 MB1718  VERT ORDER  -  FIRST     CLASS II
 MB1718
 MB1718.The horizontal coordinates were scaled from a topographic map and have
 MB1718.an estimated accuracy of +/- 6 seconds.
 MB1718
 MB1718.The orthometric height was determined by differential leveling
 MB1718.and adjusted by the National Geodetic Survey in June 1991..
 MB1718
 MB1718.The geoid height was determined by GEOID03.
 MB1718
 MB1718.The dynamic height is computed by dividing the NAVD 88
 MB1718.geopotential number by the normal gravity value computed on the
 MB1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1718.degrees latitude (g = 980.6199 gals.).
 MB1718
 MB1718.The modeled gravity was interpolated from observed gravity values.
 MB1718
 MB1718;                    North         East    Units  Estimated Accuracy
 MB1718;SPC PA N     -   205,680.      384,080.      MT  (+/- 180 meters Scaled)
 MB1718
 MB1718                          SUPERSEDED SURVEY CONTROL
 MB1718
 MB1718  NGVD 29 (06/03/92)  228.817  (m)          750.71   (f) ADJUSTED    1 2
 MB1718
 MB1718.Superseded values are not recommended for survey control.
 MB1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1718.See file dsdata.txt to determine how the superseded data were derived.
 MB1718
 MB1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG533488(NAD 83)
 MB1718_MARKER: I = METAL ROD
 MB1718_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1718_SP_SET: STAINLESS STEEL ROD
 MB1718_STAMPING: E 363 1981
 MB1718_MARK LOGO: NGS   
 MB1718_PROJECTION: FLUSH
 MB1718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1718_ROD/PIPE-DEPTH: 14.6 meters
 MB1718
 MB1718  HISTORY     - Date     Condition        Report By
 MB1718  HISTORY     - 1981     MONUMENTED       NGS
 MB1718
 MB1718                          STATION DESCRIPTION
 MB1718
 MB1718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1718'3.2 KM (2.0 MI) SW FROM GIRARD.
 MB1718'3.2 KILOMETERS (2.0 MILES) SOUTHWEST ALONG US HIGHWAY 20 FROM THE
 MB1718'JUNCTION OF STATE HIGHWAY 18 NORTH (RICE AVENUE) IN GIRARD TO THE MARK
 MB1718'ON THE LEFT, THE MARK IS ON THE SOUTHWEST SIDE OF POWER POLE NUMBER
 MB1718'GP-354, 12.65 METERS (41.5 FEET) SOUTHEAST OF THE CENTER LINE OF THE
 MB1718'NORTHEASTBOUND LANE OF THE HIGHWAY, 41.76 METERS (137.0 FEET) WEST OF
 MB1718'THE WEST CORNER OF THE GIRARD GOLF COURSE CLUBHOUSE BUILDING AND
 MB1718'0.85 METER (2.8 FEET) SOUTHWEST OF THE POWER POLE.
 MB1718'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2896 ***********************************************************************
 KV2896  DESIGNATION -  E 363
 KV2896  PID         -  KV2896
 KV2896  STATE/COUNTY-  PA/NORTHAMPTON
 KV2896  USGS QUAD   -  BANGOR (1994)
 KV2896
 KV2896                         *CURRENT SURVEY CONTROL
 KV2896  ___________________________________________________________________
 KV2896* NAD 83(1986)-  40 48 27.     (N)    075 14 40.     (W)     SCALED    
 KV2896* NAVD 88     -       201.652  (meters)     661.59   (feet)  ADJUSTED  
 KV2896  ___________________________________________________________________
 KV2896  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KV2896  DYNAMIC HT  -         201.557 (meters)     661.27  (feet)  COMP
 KV2896  MODELED GRAV-     980,149.0   (mgal)                       NAVD 88
 KV2896
 KV2896  VERT ORDER  -  FIRST     CLASS II
 KV2896
 KV2896.The horizontal coordinates were scaled from a topographic map and have
 KV2896.an estimated accuracy of +/- 6 seconds.
 KV2896
 KV2896.The orthometric height was determined by differential leveling
 KV2896.and adjusted by the National Geodetic Survey in June 1991..
 KV2896
 KV2896.The geoid height was determined by GEOID03.
 KV2896
 KV2896.The dynamic height is computed by dividing the NAVD 88
 KV2896.geopotential number by the normal gravity value computed on the
 KV2896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2896.degrees latitude (g = 980.6199 gals.).
 KV2896
 KV2896.The modeled gravity was interpolated from observed gravity values.
 KV2896
 KV2896;                    North         East    Units  Estimated Accuracy
 KV2896;SPC PA S     -   166,690.      811,390.      MT  (+/- 180 meters Scaled)
 KV2896
 KV2896                          SUPERSEDED SURVEY CONTROL
 KV2896
 KV2896.No superseded survey control is available for this station.
 KV2896
 KV2896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL793174(NAD 83)
 KV2896_MARKER: DB = BENCH MARK DISK
 KV2896_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2896_SP_SET: STAINLESS STEEL ROD
 KV2896_STAMPING: E 363 1978
 KV2896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2896
 KV2896  HISTORY     - Date     Condition        Report By
 KV2896  HISTORY     - 1978     MONUMENTED       NGS
 KV2896  HISTORY     - 19940602 GOOD             USPSQD
 KV2896
 KV2896                          STATION DESCRIPTION
 KV2896
 KV2896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2896'1.5 MI NE FROM EDLEMAN.
 KV2896'1.5 MILES NORTHEAST ALONG STATE HIGHWAY 191 FROM THE CROSSING OF
 KV2896'THE ERIE LACKAWANNA RAILROAD AT EDELMAN, SET ON THE LEFT SIDE OF
 KV2896'THE HIGHWAY, 0.05 MILE SOUTH OF KESSLERVILLE ROAD, 21 FEET EAST
 KV2896'OF THE CENTER LINE OF HIGHWAY 191, 5 FEET WEST OF A CHAIN LINK
 KV2896'FENCE, 3 FEET EAST OF POWER POLE NUMBER B 15 WITH GUY WIRE, ROD
 KV2896'DRIVEN TO REFUSAL.
 KV2896
 KV2896                          STATION RECOVERY (1994)
 KV2896
 KV2896'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV2896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2106 ***********************************************************************
 LY2106  DESIGNATION -  E 364
 LY2106  PID         -  LY2106
 LY2106  STATE/COUNTY-  PA/PIKE
 LY2106  USGS QUAD   -  FLATBROOKVILLE (1997)
 LY2106
 LY2106                         *CURRENT SURVEY CONTROL
 LY2106  ___________________________________________________________________
 LY2106* NAD 83(1986)-  41 07 13.     (N)    074 57 41.     (W)     SCALED    
 LY2106* NAVD 88     -       112.933  (meters)     370.51   (feet)  ADJUSTED  
 LY2106  ___________________________________________________________________
 LY2106  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 LY2106  DYNAMIC HT  -         112.883 (meters)     370.35  (feet)  COMP
 LY2106  MODELED GRAV-     980,181.6   (mgal)                       NAVD 88
 LY2106
 LY2106  VERT ORDER  -  FIRST     CLASS II
 LY2106
 LY2106.The horizontal coordinates were scaled from a topographic map and have
 LY2106.an estimated accuracy of +/- 6 seconds.
 LY2106
 LY2106.The orthometric height was determined by differential leveling
 LY2106.and adjusted by the National Geodetic Survey in June 1991..
 LY2106
 LY2106.The geoid height was determined by GEOID03.
 LY2106
 LY2106.The dynamic height is computed by dividing the NAVD 88
 LY2106.geopotential number by the normal gravity value computed on the
 LY2106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2106.degrees latitude (g = 980.6199 gals.).
 LY2106
 LY2106.The modeled gravity was interpolated from observed gravity values.
 LY2106
 LY2106;                    North         East    Units  Estimated Accuracy
 LY2106;SPC PA N     -   109,670.      834,150.      MT  (+/- 180 meters Scaled)
 LY2106
 LY2106                          SUPERSEDED SURVEY CONTROL
 LY2106
 LY2106.No superseded survey control is available for this station.
 LY2106
 LY2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL032521(NAD 83)
 LY2106_MARKER: DB = BENCH MARK DISK
 LY2106_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2106_SP_SET: STAINLESS STEEL ROD
 LY2106_STAMPING: E 364 1978
 LY2106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2106
 LY2106  HISTORY     - Date     Condition        Report By
 LY2106  HISTORY     - 1978     MONUMENTED       NGS
 LY2106  HISTORY     - 19950105 MARK NOT FOUND   NJGS
 LY2106
 LY2106                          STATION DESCRIPTION
 LY2106
 LY2106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LY2106'2.9 MI NE FROM BUSHKILL.
 LY2106'2.9 MILES NORTHEAST ALONG STATE HIGHWAY 209 FROM THE CHURCH OF
 LY2106'BUSHKILL AT BUSHKILL, 33 FEET SOUTH OF THE CENTER LINE OF STATE
 LY2106'HIGHWAY 209, 6 FEET NORTH OF GUY WIRE.
 LY2106
 LY2106                          STATION RECOVERY (1995)
 LY2106
 LY2106'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 LY2106'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 LY2106'SEARCH BY A TWO MAN PARTY.  A NEW UTILITY POLE HAS BEEN SET IN THE
 LY2106'AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3964 ***********************************************************************
 JV3964  DESIGNATION -  E 365
 JV3964  PID         -  JV3964
 JV3964  STATE/COUNTY-  PA/FRANKLIN
 JV3964  USGS QUAD   -  CHAMBERSBURG (1990)
 JV3964
 JV3964                         *CURRENT SURVEY CONTROL
 JV3964  ___________________________________________________________________
 JV3964* NAD 83(1986)-  39 56 51.     (N)    077 39 11.     (W)     SCALED    
 JV3964* NAVD 88     -       187.317  (meters)     614.56   (feet)  ADJUSTED  
 JV3964  ___________________________________________________________________
 JV3964  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 JV3964  DYNAMIC HT  -         187.210 (meters)     614.20  (feet)  COMP
 JV3964  MODELED GRAV-     980,051.5   (mgal)                       NAVD 88
 JV3964  OBS GRAVITY -     980,055.2   (mgal)                       GRAV_OBS
 JV3964
 JV3964  VERT ORDER  -  FIRST     CLASS II
 JV3964
 JV3964.The horizontal coordinates were scaled from a topographic map and have
 JV3964.an estimated accuracy of +/- 6 seconds.
 JV3964
 JV3964.The orthometric height was determined by differential leveling
 JV3964.and adjusted by the National Geodetic Survey in June 1991..
 JV3964
 JV3964.The geoid height was determined by GEOID03.
 JV3964
 JV3964.The dynamic height is computed by dividing the NAVD 88
 JV3964.geopotential number by the normal gravity value computed on the
 JV3964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3964.degrees latitude (g = 980.6199 gals.).
 JV3964
 JV3964.The modeled gravity was interpolated from observed gravity values.
 JV3964.The observed gravity was obtained from relative gravimeter ties
 JV3964.to the IGSN71 gravity network.
 JV3964
 JV3964;                    North         East    Units  Estimated Accuracy
 JV3964;SPC PA S     -    68,200.      608,290.      MT  (+/- 180 meters Scaled)
 JV3964
 JV3964                          SUPERSEDED SURVEY CONTROL
 JV3964
 JV3964.No superseded survey control is available for this station.
 JV3964
 JV3964_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK733253(NAD 83)
 JV3964_MARKER: DB = BENCH MARK DISK
 JV3964_SETTING: 66 = SET IN ROCK OUTCROP
 JV3964_SP_SET: ROCK OUTCROP
 JV3964_STAMPING: E 365 1979
 JV3964_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV3964+STABILITY: POSITION/ELEVATION WELL
 JV3964
 JV3964  HISTORY     - Date     Condition        Report By
 JV3964  HISTORY     - 1979     MONUMENTED       NGS
 JV3964  HISTORY     - 20050823 GOOD             GEOCAC
 JV3964
 JV3964                          STATION DESCRIPTION
 JV3964
 JV3964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JV3964'IN CHAMBERSBURG.
 JV3964'1 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 30 AND U.S. HIGHWAY 11
 JV3964'ALONG U.S. HIGHWAY 11 TO THE MARK ON THE LEFT, SET ACROSS THE STREET
 JV3964'FROM ADDRESS 918, 115 FEET WEST SOUTHWEST OF THE CENTER OF THE
 JV3964'JUNCTION OF KENWOOD ROAD AND THE HIGHWAY, 68 FEET WEST AND ACROSS
 JV3964'HIGHWAY FROM POWER POLE NUMBER 85, 26.5 FEET NORTHWEST OF THE
 JV3964'CENTER LINE OF THE HIGHWAY, AND 23 FEET SOUTHWEST OF HIGHWAY MARKER
 JV3964'NUMBER 1,05.
 JV3964'THE MARK IS 2 FT ABOVE HIGHWAY.
 JV3964
 JV3964                          STATION RECOVERY (2005)
 JV3964
 JV3964'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 JV3964'LOCATED AS DESCRIBED AT THE WEST EDGE OF A CONCRETE SIDEWALK IN FRONT
 JV3964'OF THE WILSON COLLEGE CAMPUS. DISK IS ON TOP OF A ROCK OUTCROP ABOUT
 JV3964'7.3 FEET NORTHWEST OF THE FACE OF THE CURB, AND IT IS APPROXIMATELY
 JV3964'OPPOSITE THE YARD BETWEEN TWO HOUSES ACROSS THE STREET -- ONE IS 918
 JV3964'PHILADELPHIA AVENUE, AND THE OTHER IS A BRICK HOUSE ON THE CORNER AND
 JV3964'FACING KENWOOD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2694 ***********************************************************************
 KW2694  DESIGNATION -  E 366
 KW2694  PID         -  KW2694
 KW2694  STATE/COUNTY-  PA/CUMBERLAND
 KW2694  USGS QUAD   -  LEMOYNE (1987)
 KW2694
 KW2694                         *CURRENT SURVEY CONTROL
 KW2694  ___________________________________________________________________
 KW2694* NAD 83(1986)-  40 14 23.     (N)    076 56 12.     (W)     SCALED    
 KW2694* NAVD 88     -       123.932  (meters)     406.60   (feet)  ADJUSTED  
 KW2694  ___________________________________________________________________
 KW2694  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KW2694  DYNAMIC HT  -         123.869 (meters)     406.39  (feet)  COMP
 KW2694  MODELED GRAV-     980,119.7   (mgal)                       NAVD 88
 KW2694
 KW2694  VERT ORDER  -  FIRST     CLASS II
 KW2694
 KW2694.The horizontal coordinates were scaled from a topographic map and have
 KW2694.an estimated accuracy of +/- 6 seconds.
 KW2694
 KW2694.The orthometric height was determined by differential leveling
 KW2694.and adjusted by the National Geodetic Survey in June 1991..
 KW2694
 KW2694.The geoid height was determined by GEOID03.
 KW2694
 KW2694.The dynamic height is computed by dividing the NAVD 88
 KW2694.geopotential number by the normal gravity value computed on the
 KW2694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2694.degrees latitude (g = 980.6199 gals.).
 KW2694
 KW2694.The modeled gravity was interpolated from observed gravity values.
 KW2694
 KW2694;                    North         East    Units  Estimated Accuracy
 KW2694;SPC PA S     -   100,960.      669,210.      MT  (+/- 180 meters Scaled)
 KW2694
 KW2694                          SUPERSEDED SURVEY CONTROL
 KW2694
 KW2694.No superseded survey control is available for this station.
 KW2694
 KW2694_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK352561(NAD 83)
 KW2694_MARKER: DB = BENCH MARK DISK
 KW2694_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KW2694_SP_SET: STAINLESS STEEL ROD
 KW2694_STAMPING: E 366 1979
 KW2694_PROJECTION: FLUSH
 KW2694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2694_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW2694+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2004
 KW2694_ROD/PIPE-DEPTH: 4.57 meters
 KW2694
 KW2694  HISTORY     - Date     Condition        Report By
 KW2694  HISTORY     - 1979     MONUMENTED       NGS
 KW2694  HISTORY     - 19950311 MARK NOT FOUND   USPSQD
 KW2694  HISTORY     - 20040706 GOOD             GEOCAC
 KW2694
 KW2694                          STATION DESCRIPTION
 KW2694
 KW2694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KW2694'IN CAMP HILL.
 KW2694'0.1 MILE WEST ALONG CARLISLE PIKE FROM THE JUNCTION OF U.S. HIGHWAY 11
 KW2694'AND CARLISLE PIKE IN CAMP HILL TO THE MARK ON THE RIGHT, SET IN THE
 KW2694'SOUTHEAST CORNER OF THE LAWN FOR THE AETNA INSURANCE BUILDING, 85.5
 KW2694'FEET SOUTH OF THE SOUTHWEST CORNER OF THE DETWEILER REALTOR BUILDING,
 KW2694'47 FEET NORTHEAST OF POWER POLE NUMBER 22688, S33124 WITH 3
 KW2694'TRANSFORMERS, 45.5 FEET WEST OF A SIGN FOR DETWEILER REALTORS, 34.5
 KW2694'FEET NORTH OF THE CENTER LINE OF CARLISLE PIKE, AND 32 FEET SOUTHEAST
 KW2694'OF THE SOUTHEAST CORNER OF THE AETNA INSURANCE BUILDING.
 KW2694'THE MARK IS 1 FT ABOVE CARLISLE PIKE.
 KW2694
 KW2694                          STATION RECOVERY (1995)
 KW2694
 KW2694'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW2694'MARK NOT FOUND.
 KW2694
 KW2694                          STATION RECOVERY (2004)
 KW2694
 KW2694'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW2694'RECOVERED AS DESCRIBED IN 1979. DETWEILER BUILDING IS ALSO HOWARD
 KW2694'HANNA HOMES. MARK IS UNDER 2 INCHES OF DIRT AND LANDSCAPE MATERIALS IN
 KW2694'A PLASTIC PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3900 ***********************************************************************
 JV3900  DESIGNATION -  E 368
 JV3900  PID         -  JV3900
 JV3900  STATE/COUNTY-  PA/LANCASTER
 JV3900  USGS QUAD   -  WAKEFIELD (1976)
 JV3900
 JV3900                         *CURRENT SURVEY CONTROL
 JV3900  ___________________________________________________________________
 JV3900* NAD 83(1986)-  39 47 37.     (N)    076 11 04.     (W)     SCALED    
 JV3900* NAVD 88     -       124.755  (meters)     409.30   (feet)  ADJUSTED  
 JV3900  ___________________________________________________________________
 JV3900  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JV3900  DYNAMIC HT  -         124.693 (meters)     409.10  (feet)  COMP
 JV3900  MODELED GRAV-     980,123.7   (mgal)                       NAVD 88
 JV3900
 JV3900  VERT ORDER  -  FIRST     CLASS II
 JV3900
 JV3900.The horizontal coordinates were scaled from a topographic map and have
 JV3900.an estimated accuracy of +/- 6 seconds.
 JV3900
 JV3900.The orthometric height was determined by differential leveling
 JV3900.and adjusted by the National Geodetic Survey in June 1991..
 JV3900
 JV3900.The geoid height was determined by GEOID03.
 JV3900
 JV3900.The dynamic height is computed by dividing the NAVD 88
 JV3900.geopotential number by the normal gravity value computed on the
 JV3900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3900.degrees latitude (g = 980.6199 gals.).
 JV3900
 JV3900.The modeled gravity was interpolated from observed gravity values.
 JV3900
 JV3900;                    North         East    Units  Estimated Accuracy
 JV3900;SPC PA S     -    52,300.      734,090.      MT  (+/- 180 meters Scaled)
 JV3900
 JV3900                          SUPERSEDED SURVEY CONTROL
 JV3900
 JV3900.No superseded survey control is available for this station.
 JV3900
 JV3900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK985055(NAD 83)
 JV3900_MARKER: DB = BENCH MARK DISK
 JV3900_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JV3900_SP_SET: STAINLESS STEEL ROD
 JV3900_STAMPING: E 368 1979
 JV3900_PROJECTION: FLUSH
 JV3900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3900_ROD/PIPE-DEPTH: 5.79 meters
 JV3900
 JV3900  HISTORY     - Date     Condition        Report By
 JV3900  HISTORY     - 1979     MONUMENTED       NGS
 JV3900
 JV3900                          STATION DESCRIPTION
 JV3900
 JV3900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JV3900'1.4 MI NORTH FROM WAKEFIELD.
 JV3900'1.35 MILES NORTH ALONG STATE HIGHWAY 272 FROM THE PEACH BOTTOM POST
 JV3900'OFFICE IN WAKEFIELD.  34 FEET NORTH OF THE NORTHWEST END OF A BLOCK
 JV3900'SHED, 33 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 15 FEET NORTH-
 JV3900'EAST OF THE NORTH END OF A 4 BY 4 CEMENT CULVERT, AND 3.5 FEET NORTH
 JV3900'OF POWER POLE NUMBER S17157.
 JV3900'THE MARK IS 1 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3895 ***********************************************************************
 JV3895  DESIGNATION -  E 369
 JV3895  PID         -  JV3895
 JV3895  STATE/COUNTY-  PA/LANCASTER
 JV3895  USGS QUAD   -  CONOWINGO DAM (1995)
 JV3895
 JV3895                         *CURRENT SURVEY CONTROL
 JV3895  ___________________________________________________________________
 JV3895* NAD 83(1986)-  39 43 16.     (N)    076 11 59.     (W)     SCALED    
 JV3895* NAVD 88     -       116.358  (meters)     381.75   (feet)  ADJUSTED  
 JV3895  ___________________________________________________________________
 JV3895  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JV3895  DYNAMIC HT  -         116.300 (meters)     381.56  (feet)  COMP
 JV3895  MODELED GRAV-     980,130.8   (mgal)                       NAVD 88
 JV3895
 JV3895  VERT ORDER  -  FIRST     CLASS II
 JV3895
 JV3895.The horizontal coordinates were scaled from a topographic map and have
 JV3895.an estimated accuracy of +/- 6 seconds.
 JV3895
 JV3895.The orthometric height was determined by differential leveling
 JV3895.and adjusted by the National Geodetic Survey in June 1991..
 JV3895
 JV3895.The geoid height was determined by GEOID03.
 JV3895
 JV3895.The dynamic height is computed by dividing the NAVD 88
 JV3895.geopotential number by the normal gravity value computed on the
 JV3895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3895.degrees latitude (g = 980.6199 gals.).
 JV3895
 JV3895.The modeled gravity was interpolated from observed gravity values.
 JV3895
 JV3895;                    North         East    Units  Estimated Accuracy
 JV3895;SPC PA S     -    44,220.      732,920.      MT  (+/- 180 meters Scaled)
 JV3895
 JV3895                          SUPERSEDED SURVEY CONTROL
 JV3895
 JV3895.No superseded survey control is available for this station.
 JV3895
 JV3895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ971974(NAD 83)
 JV3895_MARKER: DB = BENCH MARK DISK
 JV3895_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JV3895_SP_SET: STAINLESS STEEL ROD
 JV3895_STAMPING: E 369 1979
 JV3895_PROJECTION: PROJECTING 3 CENTIMETERS
 JV3895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3895_ROD/PIPE-DEPTH: 4.57 meters
 JV3895
 JV3895  HISTORY     - Date     Condition        Report By
 JV3895  HISTORY     - 1979     MONUMENTED       NGS
 JV3895
 JV3895                          STATION DESCRIPTION
 JV3895
 JV3895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JV3895'4.5 MI NW FROM CONOWINGO DAM.
 JV3895'1.75 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JV3895'STATION AT CONOWINGO DAM, THENCE 2.75 MILES NORTH ALONG A PAVED
 JV3895'ROAD, AT THE PENNSYLVANIA STATE LINE.  105 FEET NORTH OF THE
 JV3895'EXTENDED CENTER OF A PAVED ROAD LEADING NORTHWEST, 18 FEET EAST
 JV3895'OF THE CENTER OF THE PAVED ROAD, AND 6 FEET SOUTH OF POWER POLE
 JV3895'NUMBER FEA 8.
 JV3895'THE MARK IS 2 FT  N FROM A WITNESS POST.
 JV3895'THE MARK IS 1 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2325 ***********************************************************************
 KW2325  DESIGNATION -  E 37
 KW2325  PID         -  KW2325
 KW2325  STATE/COUNTY-  PA/CENTRE
 KW2325  USGS QUAD   -  BELLEFONTE (1998)
 KW2325
 KW2325                         *CURRENT SURVEY CONTROL
 KW2325  ___________________________________________________________________
 KW2325* NAD 83(1986)-  40 53 19.     (N)    077 50 19.     (W)     SCALED    
 KW2325* NAVD 88     -       262.671  (meters)     861.78   (feet)  ADJUSTED  
 KW2325  ___________________________________________________________________
 KW2325  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KW2325  DYNAMIC HT  -         262.546 (meters)     861.37  (feet)  COMP
 KW2325  MODELED GRAV-     980,139.4   (mgal)                       NAVD 88
 KW2325
 KW2325  VERT ORDER  -  SECOND    CLASS 0
 KW2325
 KW2325.The horizontal coordinates were scaled from a topographic map and have
 KW2325.an estimated accuracy of +/- 6 seconds.
 KW2325
 KW2325.The orthometric height was determined by differential leveling
 KW2325.and adjusted by the National Geodetic Survey in June 1991..
 KW2325
 KW2325.The geoid height was determined by GEOID03.
 KW2325
 KW2325.The dynamic height is computed by dividing the NAVD 88
 KW2325.geopotential number by the normal gravity value computed on the
 KW2325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2325.degrees latitude (g = 980.6199 gals.).
 KW2325
 KW2325.The modeled gravity was interpolated from observed gravity values.
 KW2325
 KW2325;                    North         East    Units  Estimated Accuracy
 KW2325;SPC PA N     -    80,180.      592,530.      MT  (+/- 180 meters Scaled)
 KW2325
 KW2325                          SUPERSEDED SURVEY CONTROL
 KW2325
 KW2325  NGVD 29 (??/??/??)  262.873  (m)          862.44   (f) ADJUSTED    2 0
 KW2325
 KW2325.Superseded values are not recommended for survey control.
 KW2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2325.See file dsdata.txt to determine how the superseded data were derived.
 KW2325
 KW2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL608302(NAD 83)
 KW2325_MARKER: DB = BENCH MARK DISK
 KW2325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2325_SP_SET: PIER
 KW2325_STAMPING: E 37 1934
 KW2325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2325
 KW2325  HISTORY     - Date     Condition        Report By
 KW2325  HISTORY     - 1934     MONUMENTED       CGS
 KW2325  HISTORY     - 1979     GOOD             NGS
 KW2325
 KW2325                          STATION DESCRIPTION
 KW2325
 KW2325'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW2325'3.4 MI SW FROM BELLEFONTE.
 KW2325'3.4 MILES SOUTHWEST ALONG THE BELLEFONTE CENTRAL RAILROAD FROM
 KW2325'BELLEFONTE, CENTRE COUNTY, ABOUT 2,450 FEET SOUTHWEST OF
 KW2325'MILEPOST 3, ABOUT 260 FEET SOUTH OF A SWITCH LEADING TO A LIME PLANT,
 KW2325'AT 34-FOOT PLATE-GIRDER BRIDGE 3, IN THE SOUTH SIDE OF THE EAST
 KW2325'PIER, 3 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 3 FEET LOWER THAN
 KW2325'THE TOP OF THE RAIL.
 KW2325
 KW2325                          STATION RECOVERY (1979)
 KW2325
 KW2325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3360 ***********************************************************************
 KV3360  DESIGNATION -  E 371
 KV3360  PID         -  KV3360
 KV3360  STATE/COUNTY-  PA/NORTHAMPTON
 KV3360  USGS QUAD   -  HELLERTOWN (1992)
 KV3360
 KV3360                         *CURRENT SURVEY CONTROL
 KV3360  ___________________________________________________________________
 KV3360* NAD 83(1986)-  40 37 09.     (N)    075 21 35.     (W)     SCALED    
 KV3360* NAVD 88     -        68.520  (meters)     224.80   (feet)  ADJUSTED  
 KV3360  ___________________________________________________________________
 KV3360  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 KV3360  DYNAMIC HT  -          68.487 (meters)     224.69  (feet)  COMP
 KV3360  MODELED GRAV-     980,146.5   (mgal)                       NAVD 88
 KV3360
 KV3360  VERT ORDER  -  FIRST     CLASS II
 KV3360
 KV3360.The horizontal coordinates were scaled from a topographic map and have
 KV3360.an estimated accuracy of +/- 6 seconds.
 KV3360
 KV3360.The orthometric height was determined by differential leveling
 KV3360.and adjusted by the National Geodetic Survey in June 1991..
 KV3360
 KV3360.The geoid height was determined by GEOID03.
 KV3360
 KV3360.The dynamic height is computed by dividing the NAVD 88
 KV3360.geopotential number by the normal gravity value computed on the
 KV3360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3360.degrees latitude (g = 980.6199 gals.).
 KV3360
 KV3360.The modeled gravity was interpolated from observed gravity values.
 KV3360
 KV3360;                    North         East    Units  Estimated Accuracy
 KV3360;SPC PA S     -   145,510.      802,230.      MT  (+/- 180 meters Scaled)
 KV3360
 KV3360                          SUPERSEDED SURVEY CONTROL
 KV3360
 KV3360.No superseded survey control is available for this station.
 KV3360
 KV3360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK695965(NAD 83)
 KV3360_MARKER: DB = BENCH MARK DISK
 KV3360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV3360_SP_SET: BRIDGE
 KV3360_STAMPING: E 371 1979
 KV3360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3360
 KV3360  HISTORY     - Date     Condition        Report By
 KV3360  HISTORY     - 1979     MONUMENTED       NGS
 KV3360  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 KV3360
 KV3360                          STATION DESCRIPTION
 KV3360
 KV3360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3360'IN BETHLEHEM.
 KV3360'IN BETHLEHEM, UNDER THE STEFKO BOULEVARD BRIDGE OVER THE LEHIGH
 KV3360'RIVER, IN THE NORTH WESTERN MOST CONCRETE BASE SUPPORTING A STEEL
 KV3360'PIER OF THE BRIDGE, 83 FEET EAST OF A MAJOR POWER LINE TOWER, 14
 KV3360'FEET NORTH OF THE NORTH RAIL.
 KV3360'THE MARK IS 1 FT  N FROM A WITNESS POST.
 KV3360'THE MARK IS 1 FT BELOW TRACKS.
 KV3360
 KV3360                          STATION RECOVERY (2004)
 KV3360
 KV3360'RECOVERY NOTE BY US POWER SQUADRON 2004 (DM)
 KV3360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3387 ***********************************************************************
 KV3387  DESIGNATION -  E 372
 KV3387  PID         -  KV3387
 KV3387  STATE/COUNTY-  PA/BERKS
 KV3387  USGS QUAD   -  FLEETWOOD (1980)
 KV3387
 KV3387                         *CURRENT SURVEY CONTROL
 KV3387  ___________________________________________________________________
 KV3387* NAD 83(1986)-  40 28 25.     (N)    075 47 33.     (W)     SCALED    
 KV3387* NAVD 88     -       139.892  (meters)     458.96   (feet)  ADJUSTED  
 KV3387  ___________________________________________________________________
 KV3387  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 KV3387  DYNAMIC HT  -         139.819 (meters)     458.72  (feet)  COMP
 KV3387  MODELED GRAV-     980,103.2   (mgal)                       NAVD 88
 KV3387
 KV3387  VERT ORDER  -  FIRST     CLASS II
 KV3387
 KV3387.The horizontal coordinates were scaled from a topographic map and have
 KV3387.an estimated accuracy of +/- 6 seconds.
 KV3387
 KV3387.The orthometric height was determined by differential leveling
 KV3387.and adjusted by the National Geodetic Survey in June 1991..
 KV3387
 KV3387.The geoid height was determined by GEOID03.
 KV3387
 KV3387.The dynamic height is computed by dividing the NAVD 88
 KV3387.geopotential number by the normal gravity value computed on the
 KV3387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3387.degrees latitude (g = 980.6199 gals.).
 KV3387
 KV3387.The modeled gravity was interpolated from observed gravity values.
 KV3387
 KV3387;                    North         East    Units  Estimated Accuracy
 KV3387;SPC PA S     -   128,450.      765,980.      MT  (+/- 180 meters Scaled)
 KV3387
 KV3387                          SUPERSEDED SURVEY CONTROL
 KV3387
 KV3387.No superseded survey control is available for this station.
 KV3387
 KV3387_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK328806(NAD 83)
 KV3387_MARKER: DB = BENCH MARK DISK
 KV3387_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3387_SP_SET: STAINLESS STEEL ROD
 KV3387_STAMPING: E 372 1979
 KV3387_PROJECTION: RECESSED 10 CENTIMETERS
 KV3387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3387_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3387+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2003
 KV3387_ROD/PIPE-DEPTH: 4.57 meters
 KV3387
 KV3387  HISTORY     - Date     Condition        Report By
 KV3387  HISTORY     - 1979     MONUMENTED       NGS
 KV3387  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KV3387  HISTORY     - 20011216 GOOD             USPSQD
 KV3387  HISTORY     - 20031229 GOOD             USPSQD
 KV3387
 KV3387                          STATION DESCRIPTION
 KV3387
 KV3387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3387'1.85 MILES SW FROM LYONS.
 KV3387'1.85 MILES SOUTHWEST ALONG STATE AVENUE ALSO CALLED FLEETWOOD ROAD
 KV3387'FROM THE INTERSECTION OF KEMP STREET IN LYONS TO THE MARK ON THE
 KV3387'RIGHT, SET IN FRONT OF POWER POLE ME.CM.1618, 120 FEET EAST OF ROAD
 KV3387'MARKER 1-15, 31.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, 4 FEET
 KV3387'SOUTH OF THE POWER POLE.
 KV3387'THE MARK IS 1 FT  W FROM A WITNESS POST.
 KV3387'THE MARK IS 4 FT ABOVE ROAD.
 KV3387
 KV3387                          STATION RECOVERY (2001)
 KV3387
 KV3387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV3387'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV3387
 KV3387                          STATION RECOVERY (2001)
 KV3387
 KV3387'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV3387'NEW POLE NO.54484-42155.  MARK AND POLE 373 FT EAST FROM THE CL OF A
 KV3387'LONG DRIVEWAY.
 KV3387
 KV3387                          STATION RECOVERY (2003)
 KV3387
 KV3387'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEQ)
 KV3387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1606 ***********************************************************************
 KW1606  DESIGNATION -  E 38
 KW1606  PID         -  KW1606
 KW1606  STATE/COUNTY-  PA/UNION
 KW1606  USGS QUAD   -  WEIKERT (1973)
 KW1606
 KW1606                         *CURRENT SURVEY CONTROL
 KW1606  ___________________________________________________________________
 KW1606* NAD 83(1986)-  40 50 49.     (N)    077 21 15.     (W)     SCALED    
 KW1606* NAVD 88     -       274.206  (meters)     899.62   (feet)  ADJUSTED  
 KW1606  ___________________________________________________________________
 KW1606  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 KW1606  DYNAMIC HT  -         274.068 (meters)     899.17  (feet)  COMP
 KW1606  MODELED GRAV-     980,116.6   (mgal)                       NAVD 88
 KW1606
 KW1606  VERT ORDER  -  SECOND    CLASS 0
 KW1606
 KW1606.The horizontal coordinates were scaled from a topographic map and have
 KW1606.an estimated accuracy of +/- 6 seconds.
 KW1606
 KW1606.The orthometric height was determined by differential leveling
 KW1606.and adjusted by the National Geodetic Survey in June 1991..
 KW1606
 KW1606.The geoid height was determined by GEOID03.
 KW1606
 KW1606.The dynamic height is computed by dividing the NAVD 88
 KW1606.geopotential number by the normal gravity value computed on the
 KW1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1606.degrees latitude (g = 980.6199 gals.).
 KW1606
 KW1606.The modeled gravity was interpolated from observed gravity values.
 KW1606
 KW1606;                    North         East    Units  Estimated Accuracy
 KW1606;SPC PA N     -    75,620.      633,380.      MT  (+/- 180 meters Scaled)
 KW1606
 KW1606                          SUPERSEDED SURVEY CONTROL
 KW1606
 KW1606  NGVD 29 (??/??/??)  274.414  (m)          900.31   (f) ADJUSTED    2 0
 KW1606
 KW1606.Superseded values are not recommended for survey control.
 KW1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1606.See file dsdata.txt to determine how the superseded data were derived.
 KW1606
 KW1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL015244(NAD 83)
 KW1606_MARKER: DB = BENCH MARK DISK
 KW1606_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1606_SP_SET: ABUTMENT
 KW1606_STAMPING: E 38 1934
 KW1606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1606
 KW1606  HISTORY     - Date     Condition        Report By
 KW1606  HISTORY     - 1934     MONUMENTED       CGS
 KW1606
 KW1606                          STATION DESCRIPTION
 KW1606
 KW1606'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1606'5 MI E FROM INGELBY.
 KW1606'38 FEET EAST OF MILEPOST 29, AT BRIDGE 28 94, IN THE NORTH END
 KW1606'OF THE EAST ABUTMENT, 7 FEET NORTH OF THE NORTH RAIL, AND ABOUT
 KW1606'7 FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1676 ***********************************************************************
 KW1676  DESIGNATION -  E 39
 KW1676  PID         -  KW1676
 KW1676  STATE/COUNTY-  PA/MIFFLIN
 KW1676  USGS QUAD   -  ALFARATA (1978)
 KW1676
 KW1676                         *CURRENT SURVEY CONTROL
 KW1676  ___________________________________________________________________
 KW1676* NAD 83(1986)-  40 40 52.     (N)    077 23 21.     (W)     SCALED    
 KW1676* NAVD 88     -       206.990  (meters)     679.10   (feet)  ADJUSTED  
 KW1676  ___________________________________________________________________
 KW1676  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 KW1676  DYNAMIC HT  -         206.892 (meters)     678.78  (feet)  COMP
 KW1676  MODELED GRAV-     980,144.3   (mgal)                       NAVD 88
 KW1676
 KW1676  VERT ORDER  -  SECOND    CLASS 0
 KW1676
 KW1676.The horizontal coordinates were scaled from a topographic map and have
 KW1676.an estimated accuracy of +/- 6 seconds.
 KW1676
 KW1676.The orthometric height was determined by differential leveling
 KW1676.and adjusted by the National Geodetic Survey in June 1991..
 KW1676
 KW1676.The geoid height was determined by GEOID03.
 KW1676
 KW1676.The dynamic height is computed by dividing the NAVD 88
 KW1676.geopotential number by the normal gravity value computed on the
 KW1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1676.degrees latitude (g = 980.6199 gals.).
 KW1676
 KW1676.The modeled gravity was interpolated from observed gravity values.
 KW1676
 KW1676;                    North         East    Units  Estimated Accuracy
 KW1676;SPC PA S     -   149,710.      630,500.      MT  (+/- 180 meters Scaled)
 KW1676
 KW1676                          SUPERSEDED SURVEY CONTROL
 KW1676
 KW1676  NGVD 29 (??/??/??)  207.205  (m)          679.81   (f) ADJUSTED    2 0
 KW1676
 KW1676.Superseded values are not recommended for survey control.
 KW1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1676.See file dsdata.txt to determine how the superseded data were derived.
 KW1676
 KW1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL980061(NAD 83)
 KW1676_MARKER: DB = BENCH MARK DISK
 KW1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1676_STAMPING: E 39 1934
 KW1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1676+STABILITY: SURFACE MOTION
 KW1676
 KW1676  HISTORY     - Date     Condition        Report By
 KW1676  HISTORY     - 1934     MONUMENTED       CGS
 KW1676  HISTORY     - 1966     GOOD             CGS
 KW1676
 KW1676                          STATION DESCRIPTION
 KW1676
 KW1676'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1676'AT WAGNER.
 KW1676'130 FEET SOUTHEAST OF THE PENNSYLVANIA RAILROAD STATION, 110 FEET
 KW1676'SOUTHEAST OF THE POST OFFICE AND GENERAL STORE, 40 FEET NORTHWEST
 KW1676'OF THE OSCAR RAY TWO-STORY FRAME HOUSE, 25 FEET SOUTH OF THE CENTER
 KW1676'LINE OF THE TRACK, AND 6.5 FEET HIGHER THAN THE TOP OF THE RAIL.
 KW1676'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3400 ***********************************************************************
 KV3400  DESIGNATION -  E 397
 KV3400  PID         -  KV3400
 KV3400  STATE/COUNTY-  PA/BERKS
 KV3400  USGS QUAD   -  READING (1983)
 KV3400
 KV3400                         *CURRENT SURVEY CONTROL
 KV3400  ___________________________________________________________________
 KV3400* NAD 83(1986)-  40 20 37.     (N)    075 55 42.     (W)     SCALED    
 KV3400* NAVD 88     -        84.942  (meters)     278.68   (feet)  ADJUSTED  
 KV3400  ___________________________________________________________________
 KV3400  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 KV3400  DYNAMIC HT  -          84.898 (meters)     278.54  (feet)  COMP
 KV3400  MODELED GRAV-     980,113.9   (mgal)                       NAVD 88
 KV3400  OBS GRAVITY -     980,113.0   (mgal)                       GRAV_OBS
 KV3400
 KV3400  VERT ORDER  -  FIRST     CLASS II
 KV3400
 KV3400.The horizontal coordinates were scaled from a topographic map and have
 KV3400.an estimated accuracy of +/- 6 seconds.
 KV3400
 KV3400.The orthometric height was determined by differential leveling
 KV3400.and adjusted by the National Geodetic Survey in June 1991..
 KV3400
 KV3400.The geoid height was determined by GEOID03.
 KV3400
 KV3400.The dynamic height is computed by dividing the NAVD 88
 KV3400.geopotential number by the normal gravity value computed on the
 KV3400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3400.degrees latitude (g = 980.6199 gals.).
 KV3400
 KV3400.The modeled gravity was interpolated from observed gravity values.
 KV3400.The observed gravity was obtained from relative gravimeter ties
 KV3400.to the IGSN71 gravity network.
 KV3400
 KV3400;                    North         East    Units  Estimated Accuracy
 KV3400;SPC PA S     -   113,770.      754,760.      MT  (+/- 180 meters Scaled)
 KV3400
 KV3400                          SUPERSEDED SURVEY CONTROL
 KV3400
 KV3400.No superseded survey control is available for this station.
 KV3400
 KV3400_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK211663(NAD 83)
 KV3400_MARKER: DB = BENCH MARK DISK
 KV3400_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV3400_SP_SET: BRIDGE ABUTMENT ON BEDROCK
 KV3400_STAMPING: E 397 1978
 KV3400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3400_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3400+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2004
 KV3400
 KV3400  HISTORY     - Date     Condition        Report By
 KV3400  HISTORY     - 1978     MONUMENTED       NGS
 KV3400  HISTORY     - 20010331 GOOD             NGS
 KV3400  HISTORY     - 20011220 GOOD             USPSQD
 KV3400  HISTORY     - 20041217 GOOD             USPSQD
 KV3400
 KV3400                          STATION DESCRIPTION
 KV3400
 KV3400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV3400'IN READING.
 KV3400'NEAR THE JUNCTION OF CENTRE AVENUE AND GREEN TERRACE, IN THE TOP OF
 KV3400'THE SOUTHEAST ABUTMENT OF THE CENTRE AVENUE OVERPASS OVER THE READING
 KV3400'RAILROAD TRACKS, ABOUT 220 FEET NORTHWEST ALONG CENTRE AVENUE FROM
 KV3400'ITS Y-JUNCTION WITH FIFTH STREET, 23 FEET NORTHEAST OF THE CENTERLINE
 KV3400'OF CENTRE AVENUE, AND 8 INCHES NORTHEAST OF THE SHORT SECTION OF
 KV3400'IRON RAILING ALONG THE NORTHEAST EDGE OF THE SOUTHEAST AAUTMENT.
 KV3400'THIS BENCH MARK HAS BEEN DISIGNATED A BASIC NET A LEVEL LINE JUNCTION
 KV3400'MARK.
 KV3400'THE MARK IS 23 FT ABOVE TRACKS.
 KV3400
 KV3400                          STATION RECOVERY (2001)
 KV3400
 KV3400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV3400'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV3400
 KV3400                          STATION RECOVERY (2001)
 KV3400
 KV3400'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV3400'RECOVERED IN GOOD CONDITION.
 KV3400
 KV3400                          STATION RECOVERY (2004)
 KV3400
 KV3400'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEQ)
 KV3400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1834 ***********************************************************************
 KW1834  DESIGNATION -  E 4
 KW1834  PID         -  KW1834
 KW1834  STATE/COUNTY-  PA/CUMBERLAND
 KW1834  USGS QUAD   -  CARLISLE (1984)
 KW1834
 KW1834                         *CURRENT SURVEY CONTROL
 KW1834  ___________________________________________________________________
 KW1834* NAD 83(1986)-  40 12 05.     (N)    077 11 14.     (W)     SCALED    
 KW1834* NAVD 88     -       145.513  (meters)     477.40   (feet)  ADJUSTED  
 KW1834  ___________________________________________________________________
 KW1834  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 KW1834  DYNAMIC HT  -         145.439 (meters)     477.16  (feet)  COMP
 KW1834  MODELED GRAV-     980,113.1   (mgal)                       NAVD 88
 KW1834
 KW1834  VERT ORDER  -  FIRST     CLASS II
 KW1834
 KW1834.The horizontal coordinates were scaled from a topographic map and have
 KW1834.an estimated accuracy of +/- 6 seconds.
 KW1834
 KW1834.The orthometric height was determined by differential leveling
 KW1834.and adjusted by the National Geodetic Survey in June 1991..
 KW1834
 KW1834.The geoid height was determined by GEOID03.
 KW1834
 KW1834.The dynamic height is computed by dividing the NAVD 88
 KW1834.geopotential number by the normal gravity value computed on the
 KW1834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1834.degrees latitude (g = 980.6199 gals.).
 KW1834
 KW1834.The modeled gravity was interpolated from observed gravity values.
 KW1834
 KW1834;                    North         East    Units  Estimated Accuracy
 KW1834;SPC PA S     -    96,540.      647,910.      MT  (+/- 180 meters Scaled)
 KW1834
 KW1834                          SUPERSEDED SURVEY CONTROL
 KW1834
 KW1834  NGVD 29 (??/??/??)  145.728  (m)          478.11   (f) ADJUSTED    1 2
 KW1834
 KW1834.Superseded values are not recommended for survey control.
 KW1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1834.See file dsdata.txt to determine how the superseded data were derived.
 KW1834
 KW1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK138524(NAD 83)
 KW1834_MARKER: DB = BENCH MARK DISK
 KW1834_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1834_SP_SET: BUILDING
 KW1834_STAMPING: 478.109 E 4 1931
 KW1834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1834_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1834+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2005
 KW1834
 KW1834  HISTORY     - Date     Condition        Report By
 KW1834  HISTORY     - 1931     MONUMENTED       CGS
 KW1834  HISTORY     - 1960     GOOD             CGS
 KW1834  HISTORY     - 1979     GOOD             NGS
 KW1834  HISTORY     - 20050716 GOOD             GEOCAC
 KW1834
 KW1834                          STATION DESCRIPTION
 KW1834
 KW1834'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1834'AT CARLISLE.
 KW1834'AT CARLISLE, CUMBERLAND COUNTY, IN THE SOUTH FACE OF THE COUNTY
 KW1834'JAIL, AT THE FRONT OR SOUTH ENTRANCE, 36.5 FEET NORTH OF THE
 KW1834'NORTH CURB OF EAST HIGH STREET, 2.9 FEET EAST OF THE EAST EDGE
 KW1834'OF THE FRONT ENTRANCE, IN THE FOURTH COURSE OF MASONRY, AND 4.5
 KW1834'FEET HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED 478.109
 KW1834'E 4 1931 AND SET VERTICALLY.
 KW1834
 KW1834                          STATION RECOVERY (1979)
 KW1834
 KW1834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW1834'RECOVERED IN GOOD CONDITION.
 KW1834
 KW1834                          STATION RECOVERY (2005)
 KW1834
 KW1834'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 KW1834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0036 ***********************************************************************
 KW0036  DESIGNATION -  E 40
 KW0036  PID         -  KW0036
 KW0036  STATE/COUNTY-  PA/SCHUYLKILL
 KW0036  USGS QUAD   -  SHENANDOAH (1977)
 KW0036
 KW0036                         *CURRENT SURVEY CONTROL
 KW0036  ___________________________________________________________________
 KW0036* NAD 83(1986)-  40 48 05.     (N)    076 11 34.     (W)     SCALED    
 KW0036* NAVD 88     -       347.266  (meters)    1139.32   (feet)  ADJUSTED  
 KW0036  ___________________________________________________________________
 KW0036  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KW0036  DYNAMIC HT  -         347.091 (meters)    1138.75  (feet)  COMP
 KW0036  MODELED GRAV-     980,109.4   (mgal)                       NAVD 88
 KW0036
 KW0036  VERT ORDER  -  SECOND    CLASS 0
 KW0036
 KW0036.The horizontal coordinates were scaled from a topographic map and have
 KW0036.an estimated accuracy of +/- 6 seconds.
 KW0036
 KW0036.The orthometric height was determined by differential leveling
 KW0036.and adjusted by the National Geodetic Survey in June 1991..
 KW0036
 KW0036.The geoid height was determined by GEOID03.
 KW0036
 KW0036.The dynamic height is computed by dividing the NAVD 88
 KW0036.geopotential number by the normal gravity value computed on the
 KW0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0036.degrees latitude (g = 980.6199 gals.).
 KW0036
 KW0036.The modeled gravity was interpolated from observed gravity values.
 KW0036
 KW0036;                    North         East    Units  Estimated Accuracy
 KW0036;SPC PA S     -   164,170.      731,400.      MT  (+/- 180 meters Scaled)
 KW0036
 KW0036                          SUPERSEDED SURVEY CONTROL
 KW0036
 KW0036  NGVD 29 (??/??/??)  347.469  (m)         1139.99   (f) ADJUSTED    2 0
 KW0036
 KW0036.Superseded values are not recommended for survey control.
 KW0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0036.See file dsdata.txt to determine how the superseded data were derived.
 KW0036
 KW0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL993173(NAD 83)
 KW0036_MARKER: DB = BENCH MARK DISK
 KW0036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0036_SP_SET: BRIDGE
 KW0036_STAMPING: E 40 1934
 KW0036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0036
 KW0036  HISTORY     - Date     Condition        Report By
 KW0036  HISTORY     - 1934     MONUMENTED       CGS
 KW0036  HISTORY     - 1954     MARK NOT FOUND   CGS
 KW0036
 KW0036                          STATION DESCRIPTION
 KW0036
 KW0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0036'NEAR BEAR RUN JUNCTION.
 KW0036'650 FEET WEST ALONG THE READING CO. RAILWAY FROM BEAR RUN
 KW0036'JUNCTION, SCHUYLKILL COUNTY, AT BRIDGE 111/97, IN THE WEST END OF
 KW0036'THE SOUTH ABUTMENT, 6 FEET WEST OF THE CENTER LINE OF THE
 KW0036'SOUTH-BOUND TRACK, AND ABOUT 3 FEET LOWER THAN THE TOP OF THE
 KW0036'RAIL.  A STANDARD DISK, STAMPED E 40 1934.
 KW0036
 KW0036                          STATION RECOVERY (1954)
 KW0036
 KW0036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 KW0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2401 ***********************************************************************
 LY2401  DESIGNATION -  E 400
 LY2401  PID         -  LY2401
 LY2401  STATE/COUNTY-  PA/SUSQUEHANNA
 LY2401  USGS QUAD   -  SUSQUEHANNA (1994)
 LY2401
 LY2401                         *CURRENT SURVEY CONTROL
 LY2401  ___________________________________________________________________
 LY2401* NAD 83(1986)-  41 57 46.     (N)    075 35 00.     (W)     SCALED    
 LY2401* NAVD 88     -       282.419  (meters)     926.57   (feet)  ADJUSTED  
 LY2401  ___________________________________________________________________
 LY2401  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 LY2401  DYNAMIC HT  -         282.317 (meters)     926.24  (feet)  COMP
 LY2401  MODELED GRAV-     980,253.5   (mgal)                       NAVD 88
 LY2401
 LY2401  VERT ORDER  -  FIRST     CLASS II
 LY2401
 LY2401.The horizontal coordinates were scaled from a topographic map and have
 LY2401.an estimated accuracy of +/- 6 seconds.
 LY2401
 LY2401.The orthometric height was determined by differential leveling
 LY2401.and adjusted by the National Geodetic Survey in June 1991..
 LY2401
 LY2401.The geoid height was determined by GEOID03.
 LY2401
 LY2401.The dynamic height is computed by dividing the NAVD 88
 LY2401.geopotential number by the normal gravity value computed on the
 LY2401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2401.degrees latitude (g = 980.6199 gals.).
 LY2401
 LY2401.The modeled gravity was interpolated from observed gravity values.
 LY2401
 LY2401;                    North         East    Units  Estimated Accuracy
 LY2401;SPC PA N     -   201,720.      779,600.      MT  (+/- 180 meters Scaled)
 LY2401
 LY2401                          SUPERSEDED SURVEY CONTROL
 LY2401
 LY2401.No superseded survey control is available for this station.
 LY2401
 LY2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM516458(NAD 83)
 LY2401_MARKER: DB = BENCH MARK DISK
 LY2401_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LY2401_SP_SET: BRIDGE PIER
 LY2401_STAMPING: E 400 1982
 LY2401_MARK LOGO: NGS   
 LY2401_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2401+STABILITY: POSITION/ELEVATION WELL
 LY2401
 LY2401  HISTORY     - Date     Condition        Report By
 LY2401  HISTORY     - 1982     MONUMENTED       NGS
 LY2401
 LY2401                          STATION DESCRIPTION
 LY2401
 LY2401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2401'IN LANESBORO.
 LY2401'IN LANESBORO, SET VERTICALLY IN THE NORTH FACE OF THE MOST SOUTHERLY
 LY2401'PIER OF A MASSIVE RAILROAD TRESTLE (STARRUCCA VIADUCT) OVER VIADUCT
 LY2401'ROAD AND STARRUCCA CREEK, 7.20 METERS (23.6 FT) SOUTH OF THE CENTER OF
 LY2401'VIADUCT ROAD.
 LY2401'THE MARK IS 1.20 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1779 ***********************************************************************
 KX1779  DESIGNATION -  E 401
 KX1779  PID         -  KX1779
 KX1779  STATE/COUNTY-  PA/ARMSTRONG
 KX1779  USGS QUAD   -  MOSGROVE (1993)
 KX1779
 KX1779                         *CURRENT SURVEY CONTROL
 KX1779  ___________________________________________________________________
 KX1779* NAD 83(1986)-  40 50 17.     (N)    079 27 53.     (W)     SCALED    
 KX1779* NAVD 88     -       408.050  (meters)    1338.74   (feet)  ADJUSTED  
 KX1779  ___________________________________________________________________
 KX1779  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KX1779  DYNAMIC HT  -         407.852 (meters)    1338.09  (feet)  COMP
 KX1779  MODELED GRAV-     980,127.2   (mgal)                       NAVD 88
 KX1779
 KX1779  VERT ORDER  -  FIRST     CLASS II
 KX1779
 KX1779.The horizontal coordinates were scaled from a topographic map and have
 KX1779.an estimated accuracy of +/- 6 seconds.
 KX1779
 KX1779.The orthometric height was determined by differential leveling
 KX1779.and adjusted by the National Geodetic Survey in June 1991..
 KX1779
 KX1779.The geoid height was determined by GEOID03.
 KX1779
 KX1779.The dynamic height is computed by dividing the NAVD 88
 KX1779.geopotential number by the normal gravity value computed on the
 KX1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1779.degrees latitude (g = 980.6199 gals.).
 KX1779
 KX1779.The modeled gravity was interpolated from observed gravity values.
 KX1779
 KX1779;                    North         East    Units  Estimated Accuracy
 KX1779;SPC PA S     -   168,480.      455,390.      MT  (+/- 180 meters Scaled)
 KX1779
 KX1779                          SUPERSEDED SURVEY CONTROL
 KX1779
 KX1779  NGVD 29 (06/03/92)  408.232  (m)         1339.34   (f) ADJUSTED    1 2
 KX1779
 KX1779.Superseded values are not recommended for survey control.
 KX1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1779.See file dsdata.txt to determine how the superseded data were derived.
 KX1779
 KX1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF294219(NAD 83)
 KX1779_MARKER: I = METAL ROD
 KX1779_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KX1779_SP_SET: STAINLESS STEEL ROD
 KX1779_STAMPING: E 401 1982
 KX1779_MARK LOGO: NGS   
 KX1779_PROJECTION: FLUSH
 KX1779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1779_ROD/PIPE-DEPTH: 3.3  meters
 KX1779
 KX1779  HISTORY     - Date     Condition        Report By
 KX1779  HISTORY     - 1982     MONUMENTED       NGS
 KX1779
 KX1779                          STATION DESCRIPTION
 KX1779
 KX1779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1779'4.9 KM (3.1 MI) NE FROM SUNNYSIDE.
 KX1779'1.8 KM (1.1 MI) WEST ALONG STATE HIGHWAY 85 FROM THE WEST END OF THE
 KX1779'HIGHWAY BRIDGE OVER COWANSHANNOCK CREEK IN SUNNYSIDE, THENCE 3.0 KM
 KX1779'(1.9 MI) NORTHEAST ALONG STATE HIGHWAYS 28 AND 66, THENCE 0.2 KM
 KX1779'(0.1 MI) EAST ALONG WEST VALLEY ROAD TO THE MARK ON THE LEFT, AT THE
 KX1779'SOUTHEAST CORNER OF SPACES ELEMENTARY SCHOOL, 33.52 METERS (110.0 FT)
 KX1779'NORTH OF THE CENTER OF WEST VALLEY ROAD, 7.63 METERS (25.0 FT) SOUTH
 KX1779'OF THE SOUTH FACE OF THE EAST CONCRETE ENTRANCE STEPS OF THE SCHOOL,
 KX1779'0.80 METERS (2.6 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL.
 KX1779'NOTE, THIS ROD WAS DRIVEN TO REFUSAL AT 3.35 METERS (11.0 FT).
 KX1779'THE MARK IS 1.52 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1814 ***********************************************************************
 KX1814  CBN         -  This is a Cooperative Base Network Control Station.
 KX1814  DESIGNATION -  E 402
 KX1814  PID         -  KX1814
 KX1814  STATE/COUNTY-  PA/ARMSTRONG
 KX1814  USGS QUAD   -  PLUMVILLE (1977)
 KX1814
 KX1814                         *CURRENT SURVEY CONTROL
 KX1814  ___________________________________________________________________
 KX1814* NAD 83(1992)-  40 48 07.37973(N)    079 14 00.67143(W)     ADJUSTED  
 KX1814* NAVD 88     -       371.572  (meters)    1219.07   (feet)  ADJUSTED  
 KX1814  ___________________________________________________________________
 KX1814  X           -     903,254.924 (meters)                     COMP
 KX1814  Y           -  -4,750,124.454 (meters)                     COMP
 KX1814  Z           -   4,146,028.979 (meters)                     COMP
 KX1814  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 KX1814  ELLIP HEIGHT-         338.59  (meters)          (03/28/01) GPS OBS
 KX1814  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KX1814  DYNAMIC HT  -         371.387 (meters)    1218.46  (feet)  COMP
 KX1814  MODELED GRAV-     980,117.1   (mgal)                       NAVD 88
 KX1814
 KX1814  HORZ ORDER  -  A
 KX1814  VERT ORDER  -  FIRST     CLASS II
 KX1814  ELLP ORDER  -  THIRD     CLASS II
 KX1814
 KX1814.The horizontal coordinates were established by GPS observations
 KX1814.and adjusted by the National Geodetic Survey in March 2001..
 KX1814
 KX1814.The orthometric height was determined by differential leveling
 KX1814.and adjusted by the National Geodetic Survey in June 1991..
 KX1814
 KX1814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KX1814
 KX1814.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1814
 KX1814.The ellipsoidal height was determined by GPS observations
 KX1814.and is referenced to NAD 83.
 KX1814
 KX1814.The geoid height was determined by GEOID03.
 KX1814
 KX1814.The dynamic height is computed by dividing the NAVD 88
 KX1814.geopotential number by the normal gravity value computed on the
 KX1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1814.degrees latitude (g = 980.6199 gals.).
 KX1814
 KX1814.The modeled gravity was interpolated from observed gravity values.
 KX1814
 KX1814;                    North         East     Units Scale Factor Converg.
 KX1814;SPC PA S     -   164,133.234   474,819.717   MT  0.99997826   -0 57 45.0
 KX1814;SPC PA S     -   538,493.79  1,557,804.35   sFT  0.99997826   -0 57 45.0
 KX1814;UTM  17      - 4,518,284.375   649,010.763   MT  0.99987330   +1 09 16.3
 KX1814
 KX1814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX1814!SPC PA S     -   0.99994689  x   0.99997826  =   0.99992515
 KX1814!UTM  17      -   0.99994689  x   0.99987330  =   0.99982020
 KX1814
 KX1814                          SUPERSEDED SURVEY CONTROL
 KX1814
 KX1814  NAVD 88 (03/28/01)  371.57   (m)         1219.1    (f) LEVELING    3  
 KX1814  NGVD 29 (06/03/92)  371.744  (m)         1219.63   (f) ADJUSTED    1 2
 KX1814
 KX1814.Superseded values are not recommended for survey control.
 KX1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1814.See file dsdata.txt to determine how the superseded data were derived.
 KX1814
 KX1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF4901118284(NAD 83)
 KX1814_MARKER: I = METAL ROD
 KX1814_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KX1814+WITH SETTING: INFORMATION.
 KX1814_SP_SET: STAINLESS STEEL ROD
 KX1814_STAMPING: E 402 1982
 KX1814_MARK LOGO: NGS   
 KX1814_PROJECTION: FLUSH
 KX1814_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX1814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX1814+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 KX1814_ROD/PIPE-DEPTH: 2.7  meters
 KX1814
 KX1814  HISTORY     - Date     Condition        Report By
 KX1814  HISTORY     - 1982     MONUMENTED       NGS
 KX1814  HISTORY     - 20000410 GOOD             PADT
 KX1814  HISTORY     - 20020415 GOOD             PADT
 KX1814  HISTORY     - 20050901 GOOD             PADT
 KX1814
 KX1814                          STATION DESCRIPTION
 KX1814
 KX1814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1814'7.4 KM (4.6 MI) EAST FROM RURAL VALLEY.
 KX1814'7.4 KM (4.6 MI) EAST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF WATER
 KX1814'STREET IN RURAL VALLEY, TO THE MARK ON THE RIGHT, ALSO 7.0 KM
 KX1814'(4.35 MI) WEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF STATE
 KX1814'HIGHWAY 210 NORTH IN PLUMVILLE, TO THE MARK ON THE LEFT, BY A WIRE
 KX1814'FENCE LINE, DIRECTLY SOUTHEAST AND ACROSS THE HIGHWAY FROM A GRAVEL
 KX1814'ROAD, SOUTHWEST OF THE NORTHWEST CORNER POST OF THE WIRE FENCE,
 KX1814'18.9 METERS (62.0 FT) WEST FROM THE SOUTH END OF A METAL PIPE CULVERT
 KX1814'UNDER THE HIGHWAY, 7.0 METERS (23.0 FT) SOUTH OF THE CENTER OF THE
 KX1814'HIGHWAY, AND 3.8 METERS (12.5 FT) SOUTHWEST OF THE NORTHWEST
 KX1814'CORNER POST OF THE WIRE FENCE.
 KX1814'THE MARK IS 0.7 METERS  WSW FROM A WITNESS POST.
 KX1814'THE MARK IS 0.91 M ABOVE HIGHWAY.
 KX1814
 KX1814                          STATION RECOVERY (2000)
 KX1814
 KX1814'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (HE)
 KX1814'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 85 AND
 KX1814'STATE ROUTE 859, PROCEED EAST ON STATE ROUTE 85 FOR 3.1 MI (5.0 KM)
 KX1814'TO A TOWNSHIP ROAD (T-720) ON THE LEFT.  THE STATION IS LOCATED ON
 KX1814'THE RIGHT SIDE OF STATE ROUTE 85.
 KX1814' 
 KX1814'THE STATION IS 144.29 FT (43.98 M) SOUTH FROM THE SW CORNER OF A OLD
 KX1814'WOODEN CHURCH, 140.26 FT (42.75 M) SOUTH-SOUTHWEST FROM THE
 KX1814'SW CORNER OF A WOODEN BARN, 123.42 FT (37.62 M) NORTHEAST FROM THE
 KX1814'NE CORNER OF A CONCRETE BLOCK BARN, AND 70.14 FT (21.38 M)
 KX1814'SOUTHWEST FROM STATE ROUTE 85 SEGMENT MARKER 290.
 KX1814' 
 KX1814' 
 KX1814' 
 KX1814' 
 KX1814' 
 KX1814'
 KX1814
 KX1814                          STATION RECOVERY (2002)
 KX1814
 KX1814'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (LMS)
 KX1814'RECOVERED IN GOOD CONDITION.
 KX1814
 KX1814                          STATION RECOVERY (2005)
 KX1814
 KX1814'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 KX1814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1849 ***********************************************************************
 KX1849  DESIGNATION -  E 403
 KX1849  PID         -  KX1849
 KX1849  STATE/COUNTY-  PA/JEFFERSON
 KX1849  USGS QUAD   -  PUNXSUTAWNEY (1994)
 KX1849
 KX1849                         *CURRENT SURVEY CONTROL
 KX1849  ___________________________________________________________________
 KX1849* NAD 83(1986)-  40 56 20.     (N)    078 58 30.     (W)     SCALED    
 KX1849* NAVD 88     -       377.134  (meters)    1237.31   (feet)  ADJUSTED  
 KX1849  ___________________________________________________________________
 KX1849  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KX1849  DYNAMIC HT  -         376.952 (meters)    1236.72  (feet)  COMP
 KX1849  MODELED GRAV-     980,129.7   (mgal)                       NAVD 88
 KX1849
 KX1849  VERT ORDER  -  FIRST     CLASS II
 KX1849
 KX1849.The horizontal coordinates were scaled from a topographic map and have
 KX1849.an estimated accuracy of +/- 6 seconds.
 KX1849
 KX1849.The orthometric height was determined by differential leveling
 KX1849.and adjusted by the National Geodetic Survey in June 1991..
 KX1849
 KX1849.The geoid height was determined by GEOID03.
 KX1849
 KX1849.The dynamic height is computed by dividing the NAVD 88
 KX1849.geopotential number by the normal gravity value computed on the
 KX1849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1849.degrees latitude (g = 980.6199 gals.).
 KX1849
 KX1849.The modeled gravity was interpolated from observed gravity values.
 KX1849
 KX1849;                    North         East    Units  Estimated Accuracy
 KX1849;SPC PA N     -    86,490.      496,840.      MT  (+/- 180 meters Scaled)
 KX1849
 KX1849                          SUPERSEDED SURVEY CONTROL
 KX1849
 KX1849  NGVD 29 (06/03/92)  377.299  (m)         1237.86   (f) ADJUSTED    1 2
 KX1849
 KX1849.Superseded values are not recommended for survey control.
 KX1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1849.See file dsdata.txt to determine how the superseded data were derived.
 KX1849
 KX1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF704339(NAD 83)
 KX1849_MARKER: I = METAL ROD
 KX1849_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KX1849_SP_SET: STAINLESS STEEL ROD
 KX1849_STAMPING: E 403 1982
 KX1849_MARK LOGO: NGS   
 KX1849_PROJECTION: FLUSH
 KX1849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1849_ROD/PIPE-DEPTH: 5.8  meters
 KX1849
 KX1849  HISTORY     - Date     Condition        Report By
 KX1849  HISTORY     - 1982     MONUMENTED       NGS
 KX1849
 KX1849                          STATION DESCRIPTION
 KX1849
 KX1849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1849'IN PUNXSUTAWNEY.
 KX1849'1.0 KM (0.6 MI) SOUTHWEST ALONG STATE HIGHWAY 119 SOUTH FROM THE CIVIC
 KX1849'CENTER AND MUNICIPAL COMPLEX CENTER IN PUNXSUTAWNEY, TO THE MARK ON
 KX1849'THE LEFT IN THE NORTHEAST CORNER OF A LAWN OF A DAIRY QUEEN STORE.
 KX1849'12.9 METERS (42.5 FT) SOUTHWEST OF CENTERLINE OF STATE HIGHWAY 119.
 KX1849'17.2 METERS (56.5 FT) SOUTH OF CENTERLINE OF A BLACK TOP STREET.
 KX1849'2.4 METERS (8.0 FT) NORTH OF COVERED AREA.
 KX1849'THE MARK IS 0.18 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1888 ***********************************************************************
 KX1888  DESIGNATION -  E 404
 KX1888  PID         -  KX1888
 KX1888  STATE/COUNTY-  PA/ARMSTRONG
 KX1888  USGS QUAD   -  KITTANNING (1993)
 KX1888
 KX1888                         *CURRENT SURVEY CONTROL
 KX1888  ___________________________________________________________________
 KX1888* NAD 83(1986)-  40 50 56.     (N)    079 33 17.     (W)     SCALED    
 KX1888* NAVD 88     -       362.911  (meters)    1190.65   (feet)  ADJUSTED  
 KX1888  ___________________________________________________________________
 KX1888  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 KX1888  DYNAMIC HT  -         362.732 (meters)    1190.06  (feet)  COMP
 KX1888  MODELED GRAV-     980,121.8   (mgal)                       NAVD 88
 KX1888
 KX1888  VERT ORDER  -  FIRST     CLASS II
 KX1888
 KX1888.The horizontal coordinates were scaled from a topographic map and have
 KX1888.an estimated accuracy of +/- 6 seconds.
 KX1888
 KX1888.The orthometric height was determined by differential leveling
 KX1888.and adjusted by the National Geodetic Survey in June 1991..
 KX1888
 KX1888.The geoid height was determined by GEOID03.
 KX1888
 KX1888.The dynamic height is computed by dividing the NAVD 88
 KX1888.geopotential number by the normal gravity value computed on the
 KX1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1888.degrees latitude (g = 980.6199 gals.).
 KX1888
 KX1888.The modeled gravity was interpolated from observed gravity values.
 KX1888
 KX1888;                    North         East    Units  Estimated Accuracy
 KX1888;SPC PA S     -   169,840.      447,830.      MT  (+/- 180 meters Scaled)
 KX1888
 KX1888                          SUPERSEDED SURVEY CONTROL
 KX1888
 KX1888  NGVD 29 (06/03/92)  363.086  (m)         1191.22   (f) ADJUSTED    1 2
 KX1888
 KX1888.Superseded values are not recommended for survey control.
 KX1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1888.See file dsdata.txt to determine how the superseded data were derived.
 KX1888
 KX1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF218229(NAD 83)
 KX1888_MARKER: I = METAL ROD
 KX1888_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KX1888_SP_SET: STAINLESS STEEL ROD
 KX1888_STAMPING: E 404 1982
 KX1888_MARK LOGO: NGS   
 KX1888_PROJECTION: FLUSH
 KX1888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1888_ROD/PIPE-DEPTH: 3.6  meters
 KX1888
 KX1888  HISTORY     - Date     Condition        Report By
 KX1888  HISTORY     - 1982     MONUMENTED       NGS
 KX1888  HISTORY     - 1983     GOOD             NGS
 KX1888
 KX1888                          STATION DESCRIPTION
 KX1888
 KX1888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1888'4.7 KM (2.9 MI) SOUTH FROM WEST KITTANNING.
 KX1888'4.5 KM (2.8 MI) FROM THE JUNCTION OF U.S. HIGHWAY 422 AND STATE
 KX1888'HIGHWAYS 28 AND 218 IN WEST KITTANNING, GO NORTH ON STATE HIGHWAY 268
 KX1888'TO SIDE ROAD RIGHT (03021), THENCE EASTERLY FOR 0.2 KM (0.1 MI) TO
 KX1888'MARK ON THE RIGHT AT POWER POLE NO. 4, 6.4 METERS (21.0 FT) SOUTH
 KX1888'OF CENTERLINE OF ROAD, 8.8 METERS (29.0 FT) WEST OF DRIVEWAY
 KX1888'ENTRANCE AND 0.6 METER (2.0 FT) EAST OF POWER POLE NO. 4.
 KX1888'THE MARK IS 0.6 M BELOW HIGHWAY.
 KX1888
 KX1888                          STATION RECOVERY (1983)
 KX1888
 KX1888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1888'RECOVERED IN GOOD CONDITION.  THE 1982 DESCRIPTION IS ADEQUATE EXCEPT
 KX1888'THE DIRECTION FROM THE NEAREST CITY OF WEST KITTANNING IS NORTH, NOT
 KX1888'SOUTH.  ALSO, CHANGE 218 TO 268 IN REFERENCE TO HIGHWAY JUNCTION IN
 KX1888'WEST KITTANNING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0153 ***********************************************************************
 ND0153  DESIGNATION -  E 405
 ND0153  PID         -  ND0153
 ND0153  STATE/COUNTY-  PA/ERIE
 ND0153  USGS QUAD   -  ERIE SOUTH (1996)
 ND0153
 ND0153                         *CURRENT SURVEY CONTROL
 ND0153  ___________________________________________________________________
 ND0153* NAD 83(1986)-  42 05 46.     (N)    080 03 35.     (W)     SCALED    
 ND0153* NAVD 88     -       283.245  (meters)     929.28   (feet)  ADJUSTED  
 ND0153  ___________________________________________________________________
 ND0153  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 ND0153  DYNAMIC HT  -         283.142 (meters)     928.94  (feet)  COMP
 ND0153  MODELED GRAV-     980,249.0   (mgal)                       NAVD 88
 ND0153
 ND0153  VERT ORDER  -  FIRST     CLASS II
 ND0153
 ND0153.The horizontal coordinates were scaled from a topographic map and have
 ND0153.an estimated accuracy of +/- 6 seconds.
 ND0153
 ND0153.The orthometric height was determined by differential leveling
 ND0153.and adjusted by the National Geodetic Survey in June 1991..
 ND0153
 ND0153.The geoid height was determined by GEOID03.
 ND0153
 ND0153.The dynamic height is computed by dividing the NAVD 88
 ND0153.geopotential number by the normal gravity value computed on the
 ND0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0153.degrees latitude (g = 980.6199 gals.).
 ND0153
 ND0153.The modeled gravity was interpolated from observed gravity values.
 ND0153
 ND0153;                    North         East    Units  Estimated Accuracy
 ND0153;SPC PA N     -   216,830.      408,940.      MT  (+/- 180 meters Scaled)
 ND0153
 ND0153                          SUPERSEDED SURVEY CONTROL
 ND0153
 ND0153  NGVD 29 (06/03/92)  283.421  (m)          929.86   (f) ADJUSTED    1 2
 ND0153
 ND0153.Superseded values are not recommended for survey control.
 ND0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0153.See file dsdata.txt to determine how the superseded data were derived.
 ND0153
 ND0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG777608(NAD 83)
 ND0153_MARKER: I = METAL ROD
 ND0153_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ND0153_SP_SET: STAINLESS STEEL ROD
 ND0153_STAMPING: E 405 1982
 ND0153_MARK LOGO: NGS   
 ND0153_PROJECTION: FLUSH
 ND0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0153_ROD/PIPE-DEPTH: 11.0 meters
 ND0153
 ND0153  HISTORY     - Date     Condition        Report By
 ND0153  HISTORY     - 1982     MONUMENTED       NGS
 ND0153
 ND0153                          STATION DESCRIPTION
 ND0153
 ND0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ND0153'2.2 KM (1.35 MI) SSE FROM ERIE.
 ND0153'2.2 KM (1.35 MI) SOUTHEASTERLY ALONG PARADE STREET FROM THE JUNCTION
 ND0153'OF STATE HIGHWAY 20 AND PARADE STREET, THENCE SOUTH-SOUTHEASTERLY
 ND0153'ALONG STATE HIGHWAY 97 (OLD FRENCH ROAD) TO A PAVED SIDE ROAD RIGHT
 ND0153'(EAST ARLINGTON) AND THE MARK IN THE LAWN SOUTHEAST OF THE NORTHEAST
 ND0153'CORNER OF A BRICK HOUSE NUMBERED 138, 12.8 METERS (42.0 FT)
 ND0153'WEST OF THE CENTERLINE OF STATE HIGHWAY 97 (OLD FRENCH ROAD),
 ND0153'10.7 METERS (35.0 FT) SOUTHEAST OF THE NORTHEAST CORNER OF BRICK
 ND0153'HOUSE NUMBERED 138, 6.2 METERS (20.5 FT) NORTH OF THE CENTERLINE OF
 ND0153'A PAVED SIDE ROAD RIGHT (EAST ARLINGTON) AND 4.9 METERS (16.0 FT)
 ND0153'SOUTHWEST OF POWER POLE NO. FF-13E.
 ND0153'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1776 ***********************************************************************
 MB1776  DESIGNATION -  E 406
 MB1776  PID         -  MB1776
 MB1776  STATE/COUNTY-  PA/CRAWFORD
 MB1776  USGS QUAD   -  CAMBRIDGE SPRINGS (1975)
 MB1776
 MB1776                         *CURRENT SURVEY CONTROL
 MB1776  ___________________________________________________________________
 MB1776* NAD 83(1986)-  41 48 24.     (N)    080 03 14.     (W)     SCALED    
 MB1776* NAVD 88     -       347.224  (meters)    1139.18   (feet)  ADJUSTED  
 MB1776  ___________________________________________________________________
 MB1776  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 MB1776  DYNAMIC HT  -         347.081 (meters)    1138.71  (feet)  COMP
 MB1776  MODELED GRAV-     980,201.7   (mgal)                       NAVD 88
 MB1776
 MB1776  VERT ORDER  -  FIRST     CLASS II
 MB1776
 MB1776.The horizontal coordinates were scaled from a topographic map and have
 MB1776.an estimated accuracy of +/- 6 seconds.
 MB1776
 MB1776.The orthometric height was determined by differential leveling
 MB1776.and adjusted by the National Geodetic Survey in June 1991..
 MB1776
 MB1776.The geoid height was determined by GEOID03.
 MB1776
 MB1776.The dynamic height is computed by dividing the NAVD 88
 MB1776.geopotential number by the normal gravity value computed on the
 MB1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1776.degrees latitude (g = 980.6199 gals.).
 MB1776
 MB1776.The modeled gravity was interpolated from observed gravity values.
 MB1776
 MB1776;                    North         East    Units  Estimated Accuracy
 MB1776;SPC PA N     -   184,680.      408,570.      MT  (+/- 180 meters Scaled)
 MB1776
 MB1776                          SUPERSEDED SURVEY CONTROL
 MB1776
 MB1776  NGVD 29 (06/03/92)  347.378  (m)         1139.69   (f) ADJUSTED    1 2
 MB1776
 MB1776.Superseded values are not recommended for survey control.
 MB1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1776.See file dsdata.txt to determine how the superseded data were derived.
 MB1776
 MB1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG785287(NAD 83)
 MB1776_MARKER: I = METAL ROD
 MB1776_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1776_SP_SET: STAINLESS STEEL ROD
 MB1776_STAMPING: E 406 1982
 MB1776_MARK LOGO: NGS   
 MB1776_PROJECTION: FLUSH
 MB1776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1776_ROD/PIPE-DEPTH: 15.8 meters
 MB1776
 MB1776  HISTORY     - Date     Condition        Report By
 MB1776  HISTORY     - 1982     MONUMENTED       NGS
 MB1776
 MB1776                          STATION DESCRIPTION
 MB1776
 MB1776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MB1776'IN CAMBRIDGE SPRINGS.
 MB1776'0.5 KM (0.35 MI) NORTH ALONG U.S. HIGHWAY 19 FROM THE BRIDGE OVER
 MB1776'FRENCH CREEK IN CAMBRIDGE SPRINGS TO THE MARK ON THE RIGHT.  IT IS
 MB1776'11.5 METERS (38.0 FT) SOUTHEAST FROM CENTERLINE OF U.S. HIGHWAY 19
 MB1776'(MAIN STREET) AND 7.9 METERS (26.0 FT) NORTH FROM THE CENTER OF GRAY
 MB1776'STREET.
 MB1776'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1788 ***********************************************************************
 MA1788  DESIGNATION -  E 407
 MA1788  PID         -  MA1788
 MA1788  STATE/COUNTY-  PA/VENANGO
 MA1788  USGS QUAD   -  EMLENTON (1979)
 MA1788
 MA1788                         *CURRENT SURVEY CONTROL
 MA1788  ___________________________________________________________________
 MA1788* NAD 83(1986)-  41 11 05.     (N)    079 42 35.     (W)     SCALED    
 MA1788* NAVD 88     -       380.094  (meters)    1247.03   (feet)  ADJUSTED  
 MA1788  ___________________________________________________________________
 MA1788  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 MA1788  DYNAMIC HT  -         379.924 (meters)    1246.47  (feet)  COMP
 MA1788  MODELED GRAV-     980,164.6   (mgal)                       NAVD 88
 MA1788
 MA1788  VERT ORDER  -  FIRST     CLASS II
 MA1788
 MA1788.The horizontal coordinates were scaled from a topographic map and have
 MA1788.an estimated accuracy of +/- 6 seconds.
 MA1788
 MA1788.The orthometric height was determined by differential leveling
 MA1788.and adjusted by the National Geodetic Survey in June 1991..
 MA1788
 MA1788.The geoid height was determined by GEOID03.
 MA1788
 MA1788.The dynamic height is computed by dividing the NAVD 88
 MA1788.geopotential number by the normal gravity value computed on the
 MA1788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1788.degrees latitude (g = 980.6199 gals.).
 MA1788
 MA1788.The modeled gravity was interpolated from observed gravity values.
 MA1788
 MA1788;                    North         East    Units  Estimated Accuracy
 MA1788;SPC PA N     -   114,920.      435,600.      MT  (+/- 180 meters Scaled)
 MA1788
 MA1788                          SUPERSEDED SURVEY CONTROL
 MA1788
 MA1788  NGVD 29 (06/03/92)  380.272  (m)         1247.61   (f) ADJUSTED    1 2
 MA1788
 MA1788.Superseded values are not recommended for survey control.
 MA1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1788.See file dsdata.txt to determine how the superseded data were derived.
 MA1788
 MA1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF082600(NAD 83)
 MA1788_MARKER: DB = BENCH MARK DISK
 MA1788_SETTING: 66 = SET IN ROCK OUTCROP
 MA1788_SP_SET: ROCK OUTCROP
 MA1788_STAMPING: E 407 1982
 MA1788_MARK LOGO: NGS   
 MA1788_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA1788+STABILITY: POSITION/ELEVATION WELL
 MA1788
 MA1788  HISTORY     - Date     Condition        Report By
 MA1788  HISTORY     - 1982     MONUMENTED       NGS
 MA1788
 MA1788                          STATION DESCRIPTION
 MA1788
 MA1788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MA1788'1.3 KM (0.8 MI) NORTH FROM EMLENTON.
 MA1788'0.5 KM (0.3 MI) EAST ALONG STATE HIGHWAY 38 FROM THE BRIDGE OVER THE
 MA1788'ALLEGHENY RIVER IN EMLENTON, THENCE 1.3 KM (0.8 MI) NORTHWEST ALONG
 MA1788'KERR AVENUE TO THE JUNCTION OF DOTTER ROAD AND THE MARK IN THE
 MA1788'NORTHEAST ANGLE IN BEDROCK IN A LAWN ON THE KERR AVENUE SIDE.
 MA1788'28.3 METERS (93.0 FT) EAST OF THE CENTER OF DOTTER ROAD, 19.4 METERS
 MA1788'(63.5 FT) NORTHWEST OF THE CENTERLINE OF KERR AVENUE, 8.2 METERS (27.0
 MA1788'FT) NORTHEAST OF THE SOUTHEAST CORNER OF A MOBILE HOME, 11.7 METERS
 MA1788'(38.5 FT) NORTHWEST OF A POWERPOLE WITH A TRANSFORMER NUMBER 71041.
 MA1788'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1819 ***********************************************************************
 MA1819  CBN         -  This is a Cooperative Base Network Control Station.
 MA1819  DESIGNATION -  E 408
 MA1819  PID         -  MA1819
 MA1819  STATE/COUNTY-  PA/VENANGO
 MA1819  USGS QUAD   -  UTICA (1977)
 MA1819
 MA1819                         *CURRENT SURVEY CONTROL
 MA1819  ___________________________________________________________________
 MA1819* NAD 83(1992)-  41 28 42.27977(N)    079 57 06.99501(W)     ADJUSTED  
 MA1819* NAVD 88     -       389.618  (meters)    1278.27   (feet)  ADJUSTED  
 MA1819  ___________________________________________________________________
 MA1819  X           -     835,004.098 (meters)                     COMP
 MA1819  Y           -  -4,712,427.131 (meters)                     COMP
 MA1819  Z           -   4,202,612.088 (meters)                     COMP
 MA1819  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 MA1819  ELLIP HEIGHT-         356.21  (meters)          (03/28/01) GPS OBS
 MA1819  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 MA1819  DYNAMIC HT  -         389.451 (meters)    1277.72  (feet)  COMP
 MA1819  MODELED GRAV-     980,185.1   (mgal)                       NAVD 88
 MA1819
 MA1819  HORZ ORDER  -  A
 MA1819  VERT ORDER  -  FIRST     CLASS II
 MA1819  ELLP ORDER  -  THIRD     CLASS II
 MA1819
 MA1819.The horizontal coordinates were established by GPS observations
 MA1819.and adjusted by the National Geodetic Survey in March 2001..
 MA1819
 MA1819.The orthometric height was determined by differential leveling
 MA1819.and adjusted by the National Geodetic Survey in June 1991..
 MA1819
 MA1819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MA1819
 MA1819.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1819
 MA1819.The ellipsoidal height was determined by GPS observations
 MA1819.and is referenced to NAD 83.
 MA1819
 MA1819.The geoid height was determined by GEOID03.
 MA1819
 MA1819.The dynamic height is computed by dividing the NAVD 88
 MA1819.geopotential number by the normal gravity value computed on the
 MA1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1819.degrees latitude (g = 980.6199 gals.).
 MA1819
 MA1819.The modeled gravity was interpolated from observed gravity values.
 MA1819
 MA1819;                    North         East     Units Scale Factor Converg.
 MA1819;SPC PA N     -   148,012.179   416,112.790   MT  0.99995741   -1 27 24.0
 MA1819;SPC PA N     -   485,603.29  1,365,196.71   sFT  0.99995741   -1 27 24.0
 MA1819;UTM  17      - 4,592,397.545   587,503.389   MT  0.99969423   +0 41 39.2
 MA1819
 MA1819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1819!SPC PA N     -   0.99994413  x   0.99995741  =   0.99990154
 MA1819!UTM  17      -   0.99994413  x   0.99969423  =   0.99963838
 MA1819
 MA1819                          SUPERSEDED SURVEY CONTROL
 MA1819
 MA1819  NAVD 88 (03/28/01)  389.62   (m)         1278.3    (f) LEVELING    3  
 MA1819  NGVD 29 (06/03/92)  389.773  (m)         1278.78   (f) ADJUSTED    1 2
 MA1819
 MA1819.Superseded values are not recommended for survey control.
 MA1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1819.See file dsdata.txt to determine how the superseded data were derived.
 MA1819
 MA1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF8750392398(NAD 83)
 MA1819_MARKER: I = METAL ROD
 MA1819_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MA1819_SP_SET: STAINLESS STEEL ROD
 MA1819_STAMPING: E 408 1982
 MA1819_MARK LOGO: NGS   
 MA1819_PROJECTION: FLUSH
 MA1819_MAGNETIC: N = NO MAGNETIC MATERIAL
 MA1819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA1819+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2000
 MA1819_ROD/PIPE-DEPTH: 4.90 meters
 MA1819_SLEEVE-DEPTH  :  3.0 meters
 MA1819
 MA1819  HISTORY     - Date     Condition        Report By
 MA1819  HISTORY     - 1982     MONUMENTED       NGS
 MA1819  HISTORY     - 20000505 GOOD             PADT
 MA1819
 MA1819                          STATION DESCRIPTION
 MA1819
 MA1819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MA1819'10.2 KM (6.35 MI) SE FROM COCHRANTON.
 MA1819'10.2 KM (6.35 MI) SOUTHEAST ALONG U.S. HIGHWAY 322 FROM THE
 MA1819'JUNCTION WITH STATE HIGHWAY 173 IN COCHRANTON TO THE MARK ON THE LEFT.
 MA1819'ALSO, THE MARK CAN BE REACHED FROM THE JUNCTION OF U.S. HIGHWAY 322
 MA1819'AND STATE HIGHWAY 427 ALONG U.S. HIGHWAY 322 6.1 KM (3.8 MI) TO THE
 MA1819'MARK ON THE RIGHT.  24.7 METERS (81.0 FT) NORTH OF THE CENTER OF
 MA1819'U.S. HIGHWAY 322, 9.0 METERS (29.5 FT) SOUTHEAST OF THE CENTER OF A
 MA1819'PAVED ROAD, 11.3 METERS (37.1 FT) EAST OF THE CENTER OF A PAVED
 MA1819'ROAD.
 MA1819'THE MARK IS 0.50 M ABOVE THE HIGHWAY.
 MA1819
 MA1819                          STATION RECOVERY (2000)
 MA1819
 MA1819'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (JAW)
 MA1819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1475 ***********************************************************************
 KW1475  DESIGNATION -  E 41
 KW1475  PID         -  KW1475
 KW1475  STATE/COUNTY-  PA/DAUPHIN
 KW1475  USGS QUAD   -  ELIZABETHVILLE (1977)
 KW1475
 KW1475                         *CURRENT SURVEY CONTROL
 KW1475  ___________________________________________________________________
 KW1475* NAD 83(1986)-  40 33 17.     (N)    076 46 41.     (W)     SCALED    
 KW1475* NAVD 88     -       212.052  (meters)     695.71   (feet)  ADJUSTED  
 KW1475  ___________________________________________________________________
 KW1475  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KW1475  DYNAMIC HT  -         211.949 (meters)     695.37  (feet)  COMP
 KW1475  MODELED GRAV-     980,133.7   (mgal)                       NAVD 88
 KW1475
 KW1475  VERT ORDER  -  SECOND    CLASS 0
 KW1475
 KW1475.The horizontal coordinates were scaled from a topographic map and have
 KW1475.an estimated accuracy of +/- 6 seconds.
 KW1475
 KW1475.The orthometric height was determined by differential leveling
 KW1475.and adjusted by the National Geodetic Survey in June 1991..
 KW1475
 KW1475.The geoid height was determined by GEOID03.
 KW1475
 KW1475.The dynamic height is computed by dividing the NAVD 88
 KW1475.geopotential number by the normal gravity value computed on the
 KW1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1475.degrees latitude (g = 980.6199 gals.).
 KW1475
 KW1475.The modeled gravity was interpolated from observed gravity values.
 KW1475
 KW1475;                    North         East    Units  Estimated Accuracy
 KW1475;SPC PA S     -   136,070.      682,320.      MT  (+/- 180 meters Scaled)
 KW1475
 KW1475                          SUPERSEDED SURVEY CONTROL
 KW1475
 KW1475  NGVD 29 (??/??/??)  212.306  (m)          696.54   (f) ADJUSTED    2 0
 KW1475
 KW1475.Superseded values are not recommended for survey control.
 KW1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1475.See file dsdata.txt to determine how the superseded data were derived.
 KW1475
 KW1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK494908(NAD 83)
 KW1475_MARKER: DB = BENCH MARK DISK
 KW1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1475_STAMPING: E 41 1934
 KW1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1475+STABILITY: SURFACE MOTION
 KW1475
 KW1475  HISTORY     - Date     Condition        Report By
 KW1475  HISTORY     - 1934     MONUMENTED       CGS
 KW1475
 KW1475                          STATION DESCRIPTION
 KW1475
 KW1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1475'4.4 MI W FROM LYKENS.
 KW1475'4.4 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM LYKENS,
 KW1475'DAUPHIN COUNTY, 0.7 MILE WEST OF MILEPOST 11, ABOUT 300 FEET
 KW1475'SOUTHWEST OF A TWO-STORY HOUSE, 150 FEET SOUTH OF THE OLD
 KW1475'STONE FOUNDATION OF A HOUSE, 70 FEET NORTHWEST OF A ROAD CROSSING,
 KW1475'45 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1 FOOT HIGHER THAN
 KW1475'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED E 41 1934 AND
 KW1475'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1589 ***********************************************************************
 LZ1589  DESIGNATION -  E 411
 LZ1589  PID         -  LZ1589
 LZ1589  STATE/COUNTY-  PA/BRADFORD
 LZ1589  USGS QUAD   -  TROY (1983)
 LZ1589
 LZ1589                         *CURRENT SURVEY CONTROL
 LZ1589  ___________________________________________________________________
 LZ1589* NAD 83(1986)-  41 46 45.     (N)    076 47 34.     (W)     SCALED    
 LZ1589* NAVD 88     -       345.642  (meters)    1133.99   (feet)  ADJUSTED  
 LZ1589  ___________________________________________________________________
 LZ1589  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 LZ1589  DYNAMIC HT  -         345.498 (meters)    1133.52  (feet)  COMP
 LZ1589  MODELED GRAV-     980,198.4   (mgal)                       NAVD 88
 LZ1589
 LZ1589  VERT ORDER  -  FIRST     CLASS II
 LZ1589
 LZ1589.The horizontal coordinates were scaled from a topographic map and have
 LZ1589.an estimated accuracy of +/- 6 seconds.
 LZ1589
 LZ1589.The orthometric height was determined by differential leveling
 LZ1589.and adjusted by the National Geodetic Survey in June 1991..
 LZ1589
 LZ1589.The geoid height was determined by GEOID03.
 LZ1589
 LZ1589.The dynamic height is computed by dividing the NAVD 88
 LZ1589.geopotential number by the normal gravity value computed on the
 LZ1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1589.degrees latitude (g = 980.6199 gals.).
 LZ1589
 LZ1589.The modeled gravity was interpolated from observed gravity values.
 LZ1589
 LZ1589;                    North         East    Units  Estimated Accuracy
 LZ1589;SPC PA N     -   179,520.      679,580.      MT  (+/- 180 meters Scaled)
 LZ1589
 LZ1589                          SUPERSEDED SURVEY CONTROL
 LZ1589
 LZ1589.No superseded survey control is available for this station.
 LZ1589
 LZ1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM510268(NAD 83)
 LZ1589_MARKER: I = METAL ROD
 LZ1589_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LZ1589_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LZ1589_STAMPING: E 411 1983
 LZ1589_MARK LOGO: NGS   
 LZ1589_PROJECTION: FLUSH
 LZ1589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ1589+STABILITY: POSITION/ELEVATION WELL
 LZ1589_ROD/PIPE-DEPTH: 12.0 meters
 LZ1589_SLEEVE-DEPTH  : 6.1 meters
 LZ1589
 LZ1589  HISTORY     - Date     Condition        Report By
 LZ1589  HISTORY     - 1983     MONUMENTED       NGS
 LZ1589
 LZ1589                          STATION DESCRIPTION
 LZ1589
 LZ1589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LZ1589'IN TROY.
 LZ1589'IN TROY, 0.2 KM (0.1 MI) SOUTH ALONG STATE HIGHWAY 14 FROM THE POST
 LZ1589'OFFICE, AT THE MAIN ENTRANCE OF CROMAN ELEMENTARY SCHOOL, 0.08 KM
 LZ1589'(0.05 MI) WEST OF HIGHWAY 14, 10.97 METERS (36.0 FT) EAST OF THE EAST
 LZ1589'CURB OF THE SIDEWALK OF THE MAIN ENTRANCE OF THE SCHOOL, 4.57 METERS
 LZ1589'(15.0 FT) NORTHWEST OF A 6-INCH SPRUCE TREE, 2.60 METERS (8.5 FT)
 LZ1589'SOUTH OF A FLAGPOLE.
 LZ1589'THE MARK IS ABOVE LEVEL WITH ENTRANCE ROAD OF SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1599 ***********************************************************************
 LZ1599  DESIGNATION -  E 412 PADH
 LZ1599  PID         -  LZ1599
 LZ1599  STATE/COUNTY-  PA/BRADFORD
 LZ1599  USGS QUAD   -  GROVER (1969)
 LZ1599
 LZ1599                         *CURRENT SURVEY CONTROL
 LZ1599  ___________________________________________________________________
 LZ1599* NAD 83(1986)-  41 37 19.     (N)    076 52 20.     (W)     SCALED    
 LZ1599* NAVD 88     -       381.573  (meters)    1251.88   (feet)  ADJUSTED  
 LZ1599  ___________________________________________________________________
 LZ1599  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 LZ1599  DYNAMIC HT  -         381.400 (meters)    1251.31  (feet)  COMP
 LZ1599  MODELED GRAV-     980,158.7   (mgal)                       NAVD 88
 LZ1599
 LZ1599  VERT ORDER  -  FIRST     CLASS II
 LZ1599
 LZ1599.The horizontal coordinates were scaled from a topographic map and have
 LZ1599.an estimated accuracy of +/- 6 seconds.
 LZ1599
 LZ1599.The orthometric height was determined by differential leveling
 LZ1599.and adjusted by the National Geodetic Survey in June 1991..
 LZ1599
 LZ1599.The geoid height was determined by GEOID03.
 LZ1599
 LZ1599.The dynamic height is computed by dividing the NAVD 88
 LZ1599.geopotential number by the normal gravity value computed on the
 LZ1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1599.degrees latitude (g = 980.6199 gals.).
 LZ1599
 LZ1599.The modeled gravity was interpolated from observed gravity values.
 LZ1599
 LZ1599;                    North         East    Units  Estimated Accuracy
 LZ1599;SPC PA N     -   161,990.      673,150.      MT  (+/- 180 meters Scaled)
 LZ1599
 LZ1599                          SUPERSEDED SURVEY CONTROL
 LZ1599
 LZ1599.No superseded survey control is available for this station.
 LZ1599
 LZ1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM440094(NAD 83)
 LZ1599_MARKER: DD = SURVEY DISK
 LZ1599_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LZ1599_SP_SET: ABUTMENT
 LZ1599_STAMPING: E 412 1983
 LZ1599_MARK LOGO: PADH  
 LZ1599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1599+STABILITY: SURFACE MOTION
 LZ1599
 LZ1599  HISTORY     - Date     Condition        Report By
 LZ1599  HISTORY     - 1983     MONUMENTED       PADH
 LZ1599
 LZ1599                          STATION DESCRIPTION
 LZ1599
 LZ1599'DESCRIBED BY PA DEPT OF HIGHWAYS 1983
 LZ1599'4.5 KM (2.85 MI) SOUTH FROM CANTON.
 LZ1599'4.5 KM (2.85 MI) SOUTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE IN
 LZ1599'CANTON TO THE MARK ON THE LEFT, IN THE SOUTHEAST ABUTMENT OF A BRIDGE,
 LZ1599'4.2 METERS (14.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 LZ1599'THE MARK IS 0.76 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1639 ***********************************************************************
 LZ1639  DESIGNATION -  E 413 PADH
 LZ1639  PID         -  LZ1639
 LZ1639  STATE/COUNTY-  PA/UNION
 LZ1639  USGS QUAD   -  ALLENWOOD (1973)
 LZ1639
 LZ1639                         *CURRENT SURVEY CONTROL
 LZ1639  ___________________________________________________________________
 LZ1639* NAD 83(1986)-  41 06 01.     (N)    076 53 32.     (W)     SCALED    
 LZ1639* NAVD 88     -       146.695  (meters)     481.28   (feet)  ADJUSTED  
 LZ1639  ___________________________________________________________________
 LZ1639  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LZ1639  DYNAMIC HT  -         146.632 (meters)     481.08  (feet)  COMP
 LZ1639  MODELED GRAV-     980,193.2   (mgal)                       NAVD 88
 LZ1639
 LZ1639  VERT ORDER  -  FIRST     CLASS II
 LZ1639
 LZ1639.The horizontal coordinates were scaled from a topographic map and have
 LZ1639.an estimated accuracy of +/- 6 seconds.
 LZ1639
 LZ1639.The orthometric height was determined by differential leveling
 LZ1639.and adjusted by the National Geodetic Survey in June 1991..
 LZ1639
 LZ1639.The geoid height was determined by GEOID03.
 LZ1639
 LZ1639.The dynamic height is computed by dividing the NAVD 88
 LZ1639.geopotential number by the normal gravity value computed on the
 LZ1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1639.degrees latitude (g = 980.6199 gals.).
 LZ1639
 LZ1639.The modeled gravity was interpolated from observed gravity values.
 LZ1639
 LZ1639;                    North         East    Units  Estimated Accuracy
 LZ1639;SPC PA N     -   104,040.      672,060.      MT  (+/- 180 meters Scaled)
 LZ1639
 LZ1639                          SUPERSEDED SURVEY CONTROL
 LZ1639
 LZ1639.No superseded survey control is available for this station.
 LZ1639
 LZ1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL410516(NAD 83)
 LZ1639_MARKER: DD = SURVEY DISK
 LZ1639_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LZ1639_SP_SET: WINGWALL
 LZ1639_STAMPING: E 413 1983
 LZ1639_MARK LOGO: PADH  
 LZ1639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1639+STABILITY: SURFACE MOTION
 LZ1639
 LZ1639  HISTORY     - Date     Condition        Report By
 LZ1639  HISTORY     - 1983     MONUMENTED       PADH
 LZ1639
 LZ1639                          STATION DESCRIPTION
 LZ1639
 LZ1639'DESCRIBED BY PA DEPT OF HIGHWAYS 1983
 LZ1639'1.0 KM (0.65 MI) SOUTH FROM ALLENWOOD.
 LZ1639'1.0 KM (0.65 MI) SOUTH ALONG U.S. HIGHWAY 15 FROM THE POST OFFICE IN
 LZ1639'ALLENWOOD TO THE MARK ON THE RIGHT, IN NORTHWEST WINGWALL OF A BRIDGE
 LZ1639'OVER DEER HOLE CREEK, 6.2 METERS (20.5 FT) NORTHWEST OF THE CENTERLINE
 LZ1639'OF THE SOUTHBOUND LANE OF HIGHWAY.
 LZ1639'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY2923 ***********************************************************************
 KY2923  DESIGNATION -  E 414
 KY2923  PID         -  KY2923
 KY2923  STATE/COUNTY-  PA/BUTLER
 KY2923  USGS QUAD   -  EVANS CITY (1977)
 KY2923
 KY2923                         *CURRENT SURVEY CONTROL
 KY2923  ___________________________________________________________________
 KY2923* NAD 83(1986)-  40 48 59.     (N)    080 00 39.     (W)     SCALED    
 KY2923* NAVD 88     -       385.992  (meters)    1266.38   (feet)  ADJUSTED  
 KY2923  ___________________________________________________________________
 KY2923  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KY2923  DYNAMIC HT  -         385.796 (meters)    1265.73  (feet)  COMP
 KY2923  MODELED GRAV-     980,104.3   (mgal)                       NAVD 88
 KY2923
 KY2923  VERT ORDER  -  FIRST     CLASS II
 KY2923
 KY2923.The horizontal coordinates were scaled from a topographic map and have
 KY2923.an estimated accuracy of +/- 6 seconds.
 KY2923
 KY2923.The orthometric height was determined by differential leveling
 KY2923.and adjusted by the National Geodetic Survey in June 1991..
 KY2923
 KY2923.The geoid height was determined by GEOID03.
 KY2923
 KY2923.The dynamic height is computed by dividing the NAVD 88
 KY2923.geopotential number by the normal gravity value computed on the
 KY2923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2923.degrees latitude (g = 980.6199 gals.).
 KY2923
 KY2923.The modeled gravity was interpolated from observed gravity values.
 KY2923
 KY2923;                    North         East    Units  Estimated Accuracy
 KY2923;SPC PA S     -   167,120.      409,280.      MT  (+/- 180 meters Scaled)
 KY2923
 KY2923                          SUPERSEDED SURVEY CONTROL
 KY2923
 KY2923  NGVD 29 (06/03/92)  386.133  (m)         1266.84   (f) ADJUSTED    1 2
 KY2923
 KY2923.Superseded values are not recommended for survey control.
 KY2923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2923.See file dsdata.txt to determine how the superseded data were derived.
 KY2923
 KY2923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF834188(NAD 83)
 KY2923_MARKER: I = METAL ROD
 KY2923_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KY2923+WITH SETTING: INFORMATION.
 KY2923_SP_SET: SHALLOW SET METAL ROD
 KY2923_STAMPING: E 414 1983
 KY2923_MARK LOGO: NGS   
 KY2923_PROJECTION: FLUSH
 KY2923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY2923_ROD/PIPE-DEPTH: 2.7  meters
 KY2923
 KY2923  HISTORY     - Date     Condition        Report By
 KY2923  HISTORY     - 1983     MONUMENTED       NGS
 KY2923
 KY2923                          STATION DESCRIPTION
 KY2923
 KY2923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2923'7.6 KM (4.7 MI) NE FROM EVANS CITY.
 KY2923'7.6 KM (4.7 MI) NORTHEAST ALONG STATE HIGHWAY 68 FROM THE BRIDGE OVER
 KY2923'BREAKNECK CREEK IN EVANS CITY TO THE MARK ON THE LEFT, 16.3 METERS
 KY2923'(53.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 8.2 METERS (27.0 FT)
 KY2923'SOUTH OF THE CENTER OF A ROAD, 1.5 METERS (5.0 FT) SOUTH OF THE SOUTH
 KY2923'SIDE OF A BRICK PILLAR, 0.60 METER (2.0 FT) EAST OF THE END OF A CHAIN
 KY2923'LINK FENCE.  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN
 KY2923'TO REFUSAL AND ANCHORED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0168 ***********************************************************************
 ND0168  DESIGNATION -  E 415
 ND0168  PID         -  ND0168
 ND0168  STATE/COUNTY-  PA/ERIE
 ND0168  USGS QUAD   -  ERIE NORTH (1996)
 ND0168
 ND0168                         *CURRENT SURVEY CONTROL
 ND0168  ___________________________________________________________________
 ND0168* NAD 83(1986)-  42 09 08.     (N)    080 00 39.     (W)     SCALED    
 ND0168* NAVD 88     -       203.832  (meters)     668.74   (feet)  ADJUSTED  
 ND0168  ___________________________________________________________________
 ND0168  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 ND0168  DYNAMIC HT  -         203.760 (meters)     668.50  (feet)  COMP
 ND0168  MODELED GRAV-     980,263.9   (mgal)                       NAVD 88
 ND0168
 ND0168  VERT ORDER  -  FIRST     CLASS II
 ND0168
 ND0168.The horizontal coordinates were scaled from a topographic map and have
 ND0168.an estimated accuracy of +/- 6 seconds.
 ND0168
 ND0168.The orthometric height was determined by differential leveling
 ND0168.and adjusted by the National Geodetic Survey in June 1991..
 ND0168
 ND0168.The geoid height was determined by GEOID03.
 ND0168
 ND0168.The dynamic height is computed by dividing the NAVD 88
 ND0168.geopotential number by the normal gravity value computed on the
 ND0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0168.degrees latitude (g = 980.6199 gals.).
 ND0168
 ND0168.The modeled gravity was interpolated from observed gravity values.
 ND0168
 ND0168;                    North         East    Units  Estimated Accuracy
 ND0168;SPC PA N     -   222,950.      413,150.      MT  (+/- 180 meters Scaled)
 ND0168
 ND0168                          SUPERSEDED SURVEY CONTROL
 ND0168
 ND0168  NGVD 29 (06/03/92)  204.008  (m)          669.32   (f) ADJUSTED    1 2
 ND0168
 ND0168.Superseded values are not recommended for survey control.
 ND0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0168.See file dsdata.txt to determine how the superseded data were derived.
 ND0168
 ND0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG817671(NAD 83)
 ND0168_MARKER: I = METAL ROD
 ND0168_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ND0168+WITH SETTING: INFORMATION.
 ND0168_SP_SET: SHALLOW SET METAL ROD
 ND0168_STAMPING: E 415 1983
 ND0168_MARK LOGO: NGS   
 ND0168_PROJECTION: FLUSH
 ND0168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0168_ROD/PIPE-DEPTH: 2.7  meters
 ND0168
 ND0168  HISTORY     - Date     Condition        Report By
 ND0168  HISTORY     - 1983     MONUMENTED       NGS
 ND0168
 ND0168                          STATION DESCRIPTION
 ND0168
 ND0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ND0168'6.8 KM (4.2 MI) EAST FROM ERIE.
 ND0168'5.7 KM (3.55 MI) EAST ALONG ALTERNATE STATE HIGHWAY 5 FROM THE
 ND0168'COURTHOUSE IN ERIE, THENCE 1.05 KM (0.65 MI) EAST ALONG STATE HIGHWAY
 ND0168'955 TO THE PENNSYLVANIA STATE POLICE AND THE MARK ON THE LEFT,
 ND0168'34.39 METERS (112.5 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANE
 ND0168'OF THE HIGHWAY, 0.34 METER (1.1 FT) SOUTH OF THE SOUTHEAST CORNER OF
 ND0168'THE BUILDING.  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD,
 ND0168'DRIVEN TO REFUSAL AND ANCHORED AT 2.7 METERS.
 ND0168'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1051 ***********************************************************************
 JW1051  DESIGNATION -  E 416
 JW1051  PID         -  JW1051
 JW1051  STATE/COUNTY-  PA/FAYETTE
 JW1051  USGS QUAD   -  SMITHFIELD (1979)
 JW1051
 JW1051                         *CURRENT SURVEY CONTROL
 JW1051  ___________________________________________________________________
 JW1051* NAD 83(1986)-  39 45 52.     (N)    079 50 38.     (W)     SCALED    
 JW1051* NAVD 88     -       317.629  (meters)    1042.09   (feet)  ADJUSTED  
 JW1051  ___________________________________________________________________
 JW1051  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JW1051  DYNAMIC HT  -         317.447 (meters)    1041.49  (feet)  COMP
 JW1051  MODELED GRAV-     980,045.0   (mgal)                       NAVD 88
 JW1051
 JW1051  VERT ORDER  -  FIRST     CLASS II
 JW1051
 JW1051.The horizontal coordinates were scaled from a topographic map and have
 JW1051.an estimated accuracy of +/- 6 seconds.
 JW1051
 JW1051.The orthometric height was determined by differential leveling
 JW1051.and adjusted by the National Geodetic Survey in June 1991..
 JW1051
 JW1051.The geoid height was determined by GEOID03.
 JW1051
 JW1051.The dynamic height is computed by dividing the NAVD 88
 JW1051.geopotential number by the normal gravity value computed on the
 JW1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1051.degrees latitude (g = 980.6199 gals.).
 JW1051
 JW1051.The modeled gravity was interpolated from observed gravity values.
 JW1051
 JW1051;                    North         East    Units  Estimated Accuracy
 JW1051;SPC PA S     -    50,000.      420,590.      MT  (+/- 180 meters Scaled)
 JW1051
 JW1051                          SUPERSEDED SURVEY CONTROL
 JW1051
 JW1051.No superseded survey control is available for this station.
 JW1051
 JW1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE990022(NAD 83)
 JW1051_MARKER: I = METAL ROD
 JW1051_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JW1051_SP_SET: STAINLESS STEEL ROD
 JW1051_STAMPING: E 416 1983
 JW1051_MARK LOGO: NGS   
 JW1051_PROJECTION: FLUSH
 JW1051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1051_ROD/PIPE-DEPTH: 49   meters
 JW1051
 JW1051  HISTORY     - Date     Condition        Report By
 JW1051  HISTORY     - 1983     MONUMENTED       NGS
 JW1051
 JW1051                          STATION DESCRIPTION
 JW1051
 JW1051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1051'7.1 KM (4.4 MI) NE FROM POINT MARION.
 JW1051'7.1 KM (4.4 MI) NORTHEAST ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE
 JW1051'IN POINT MARION TO THE MARK ON THE LEFT, ALSO 5.3 KM (3.3 MI) SOUTH
 JW1051'ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE IN SMITHFIELD, 9.14 METERS
 JW1051'(30.0 FT) NORTHWEST OF THE CENTERLINE OF A GRAVEL DIRVE LEADING
 JW1051'NORTHWEST, 0.85 METER (2.8 FT) NORTHWEST OF A UTILITY POLE WITH A
 JW1051'STREET LAMP.
 JW1051'THE MARK IS 0.75 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1072 ***********************************************************************
 JW1072  DESIGNATION -  E 417
 JW1072  PID         -  JW1072
 JW1072  STATE/COUNTY-  PA/FAYETTE
 JW1072  USGS QUAD   -  NEW SALEM (1977)
 JW1072
 JW1072                         *CURRENT SURVEY CONTROL
 JW1072  ___________________________________________________________________
 JW1072* NAD 83(1986)-  39 58 47.     (N)    079 49 50.     (W)     SCALED    
 JW1072* NAVD 88     -       340.495  (meters)    1117.11   (feet)  ADJUSTED  
 JW1072  ___________________________________________________________________
 JW1072  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JW1072  DYNAMIC HT  -         340.305 (meters)    1116.48  (feet)  COMP
 JW1072  MODELED GRAV-     980,058.1   (mgal)                       NAVD 88
 JW1072
 JW1072  VERT ORDER  -  FIRST     CLASS II
 JW1072
 JW1072.The horizontal coordinates were scaled from a topographic map and have
 JW1072.an estimated accuracy of +/- 6 seconds.
 JW1072
 JW1072.The orthometric height was determined by differential leveling
 JW1072.and adjusted by the National Geodetic Survey in June 1991..
 JW1072
 JW1072.The geoid height was determined by GEOID03.
 JW1072
 JW1072.The dynamic height is computed by dividing the NAVD 88
 JW1072.geopotential number by the normal gravity value computed on the
 JW1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1072.degrees latitude (g = 980.6199 gals.).
 JW1072
 JW1072.The modeled gravity was interpolated from observed gravity values.
 JW1072
 JW1072;                    North         East    Units  Estimated Accuracy
 JW1072;SPC PA S     -    73,870.      422,300.      MT  (+/- 180 meters Scaled)
 JW1072
 JW1072                          SUPERSEDED SURVEY CONTROL
 JW1072
 JW1072.No superseded survey control is available for this station.
 JW1072
 JW1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE998261(NAD 83)
 JW1072_MARKER: I = METAL ROD
 JW1072_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JW1072_SP_SET: STAINLESS STEEL ROD
 JW1072_STAMPING: E 417 1983
 JW1072_MARK LOGO: NGS   
 JW1072_PROJECTION: FLUSH
 JW1072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1072_ROD/PIPE-DEPTH: 3.7  meters
 JW1072
 JW1072  HISTORY     - Date     Condition        Report By
 JW1072  HISTORY     - 1983     MONUMENTED       NGS
 JW1072
 JW1072                          STATION DESCRIPTION
 JW1072
 JW1072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1072'IN BRIER HILL.
 JW1072'IN BRIER HILL, IN THE LAWN OF THE POST OFFICE, NEAR THE NORTH CORNER
 JW1072'OF THE BUILDING, 19.81 METERS (65.0 FT) SOUTHWEST OF THE CENTERLINE OF
 JW1072'THE HIGHWAY, 1.07 METERS (3.5 FT) NORTHWEST OF THE NORTH CORNER OF THE
 JW1072'BUILDING.
 JW1072'THE MARK IS 1.5 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1933 ***********************************************************************
 KX1933  DESIGNATION -  E 419
 KX1933  PID         -  KX1933
 KX1933  STATE/COUNTY-  PA/ALLEGHENY
 KX1933  USGS QUAD   -  BRADDOCK (1979)
 KX1933
 KX1933                         *CURRENT SURVEY CONTROL
 KX1933  ___________________________________________________________________
 KX1933* NAD 83(1986)-  40 23 06.     (N)    079 51 44.     (W)     SCALED    
 KX1933* NAVD 88     -       277.777  (meters)     911.34   (feet)  ADJUSTED  
 KX1933  ___________________________________________________________________
 KX1933  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 KX1933  DYNAMIC HT  -         277.634 (meters)     910.87  (feet)  COMP
 KX1933  MODELED GRAV-     980,102.6   (mgal)                       NAVD 88
 KX1933
 KX1933  VERT ORDER  -  FIRST     CLASS II
 KX1933
 KX1933.The horizontal coordinates were scaled from a topographic map and have
 KX1933.an estimated accuracy of +/- 6 seconds.
 KX1933
 KX1933.The orthometric height was determined by differential leveling
 KX1933.and adjusted by the National Geodetic Survey in June 1991..
 KX1933
 KX1933.The geoid height was determined by GEOID03.
 KX1933
 KX1933.The dynamic height is computed by dividing the NAVD 88
 KX1933.geopotential number by the normal gravity value computed on the
 KX1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1933.degrees latitude (g = 980.6199 gals.).
 KX1933
 KX1933.The modeled gravity was interpolated from observed gravity values.
 KX1933
 KX1933;                    North         East    Units  Estimated Accuracy
 KX1933;SPC PA S     -   118,920.      420,670.      MT  (+/- 180 meters Scaled)
 KX1933
 KX1933                          SUPERSEDED SURVEY CONTROL
 KX1933
 KX1933.No superseded survey control is available for this station.
 KX1933
 KX1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE965711(NAD 83)
 KX1933_MARKER: DB = BENCH MARK DISK
 KX1933_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KX1933_SP_SET: ABUTMENT
 KX1933_STAMPING: E 419 1983
 KX1933_MARK LOGO: NGS   
 KX1933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1933
 KX1933  HISTORY     - Date     Condition        Report By
 KX1933  HISTORY     - 1983     MONUMENTED       NGS
 KX1933
 KX1933                          STATION DESCRIPTION
 KX1933
 KX1933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KX1933'IN WEST MIFFLIN.
 KX1933'IN WEST MIFFLIN, ALONG STATE HIGHWAY 837, SET IN TOP OF THE BIG BRIDGE
 KX1933'OVER THE VALLEY AND RAILROAD TRACKS, NEAR THE SOUTH CORNER OF KENWOOD
 KX1933'PARK, 10.06 METERS (33.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 KX1933'HIGHWAY, 0.67 METER (2.2 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 KX1933'ABUTMENT.
 KX1933'THE MARK IS 0.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0306 ***********************************************************************
 KW0306  DESIGNATION -  E 42
 KW0306  PID         -  KW0306
 KW0306  STATE/COUNTY-  PA/SCHUYLKILL
 KW0306  USGS QUAD   -  SHENANDOAH (1977)
 KW0306
 KW0306                         *CURRENT SURVEY CONTROL
 KW0306  ___________________________________________________________________
 KW0306* NAD 83(1986)-  40 45 23.     (N)    076 12 14.     (W)     SCALED    
 KW0306* NAVD 88     -       353.302  (meters)    1159.12   (feet)  ADJUSTED  
 KW0306  ___________________________________________________________________
 KW0306  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 KW0306  DYNAMIC HT  -         353.126 (meters)    1158.55  (feet)  COMP
 KW0306  MODELED GRAV-     980,118.4   (mgal)                       NAVD 88
 KW0306
 KW0306  VERT ORDER  -  SECOND    CLASS 0
 KW0306
 KW0306.The horizontal coordinates were scaled from a topographic map and have
 KW0306.an estimated accuracy of +/- 6 seconds.
 KW0306
 KW0306.The orthometric height was determined by differential leveling
 KW0306.and adjusted by the National Geodetic Survey in June 1991..
 KW0306
 KW0306.The geoid height was determined by GEOID03.
 KW0306
 KW0306.The dynamic height is computed by dividing the NAVD 88
 KW0306.geopotential number by the normal gravity value computed on the
 KW0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0306.degrees latitude (g = 980.6199 gals.).
 KW0306
 KW0306.The modeled gravity was interpolated from observed gravity values.
 KW0306
 KW0306;                    North         East    Units  Estimated Accuracy
 KW0306;SPC PA S     -   159,150.      730,550.      MT  (+/- 180 meters Scaled)
 KW0306
 KW0306                          SUPERSEDED SURVEY CONTROL
 KW0306
 KW0306  NGVD 29 (??/??/??)  353.517  (m)         1159.83   (f) ADJUSTED    2 0
 KW0306
 KW0306.Superseded values are not recommended for survey control.
 KW0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0306.See file dsdata.txt to determine how the superseded data were derived.
 KW0306
 KW0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL983124(NAD 83)
 KW0306_MARKER: DB = BENCH MARK DISK
 KW0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0306_STAMPING: E 42 1934
 KW0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0306+STABILITY: SURFACE MOTION
 KW0306
 KW0306  HISTORY     - Date     Condition        Report By
 KW0306  HISTORY     - 1934     MONUMENTED       CGS
 KW0306  HISTORY     - 1935     GOOD             CGS
 KW0306  HISTORY     - 1975     GOOD             NGS
 KW0306
 KW0306                          STATION DESCRIPTION
 KW0306
 KW0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0306'2.9 MI S FROM FRACKVILLE.
 KW0306'2.9 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM FRACKVILLE,
 KW0306'SCHUYLKILL COUNTY, AT WETHERILL JUNCTION, AT TELEGRAPH STATION WH,
 KW0306'IN THE TOP OF AN ABANDONED SEMAPHORE BASE, 9 FEET WEST OF THE
 KW0306'CENTER LINE OF THE SOUTH-BOUND TRACK, AND LEVEL WITH THE TOP OF
 KW0306'THE RAIL.  A STANDARD DISK, STAMPED E 42 1934 AND SET IN THE TOP
 KW0306'OF A CONCRETE POST.
 KW0306
 KW0306                          STATION RECOVERY (1935)
 KW0306
 KW0306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 KW0306'RECOVERED IN GOOD CONDITION.
 KW0306
 KW0306                          STATION RECOVERY (1975)
 KW0306
 KW0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 KW0306'3.25 MILES NORTH ALONG THE READING COMPANY RAILWAY FROM STATE HIGHWAY
 KW0306'61 OVERPASS AT ST. CLAIR, SET IN THE TOP OF AN ABANDONED SEMAPHORE
 KW0306'BASE, 5.9 FEET WEST OF THE WEST RAIL AND ABOUT LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY2985 ***********************************************************************
 KY2985  DESIGNATION -  E 420
 KY2985  PID         -  KY2985
 KY2985  STATE/COUNTY-  PA/BEAVER
 KY2985  USGS QUAD   -  BEAVER FALLS (1990)
 KY2985
 KY2985                         *CURRENT SURVEY CONTROL
 KY2985  ___________________________________________________________________
 KY2985* NAD 83(1986)-  40 50 32.     (N)    080 18 59.     (W)     SCALED    
 KY2985* NAVD 88     -       250.068  (meters)     820.43   (feet)  ADJUSTED  
 KY2985  ___________________________________________________________________
 KY2985  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 KY2985  DYNAMIC HT  -         249.942 (meters)     820.02  (feet)  COMP
 KY2985  MODELED GRAV-     980,114.4   (mgal)                       NAVD 88
 KY2985
 KY2985  VERT ORDER  -  FIRST     CLASS II
 KY2985
 KY2985.The horizontal coordinates were scaled from a topographic map and have
 KY2985.an estimated accuracy of +/- 6 seconds.
 KY2985
 KY2985.The orthometric height was determined by differential leveling
 KY2985.and adjusted by the National Geodetic Survey in June 1991..
 KY2985
 KY2985.The geoid height was determined by GEOID03.
 KY2985
 KY2985.The dynamic height is computed by dividing the NAVD 88
 KY2985.geopotential number by the normal gravity value computed on the
 KY2985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2985.degrees latitude (g = 980.6199 gals.).
 KY2985
 KY2985.The modeled gravity was interpolated from observed gravity values.
 KY2985
 KY2985;                    North         East    Units  Estimated Accuracy
 KY2985;SPC PA S     -   170,690.      383,600.      MT  (+/- 180 meters Scaled)
 KY2985
 KY2985                          SUPERSEDED SURVEY CONTROL
 KY2985
 KY2985  NGVD 29 (06/03/92)  250.192  (m)          820.84   (f) ADJUSTED    1 2
 KY2985
 KY2985.Superseded values are not recommended for survey control.
 KY2985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2985.See file dsdata.txt to determine how the superseded data were derived.
 KY2985
 KY2985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF576214(NAD 83)
 KY2985_MARKER: DB = BENCH MARK DISK
 KY2985_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KY2985_SP_SET: WINGWALL
 KY2985_STAMPING: E 420 1984
 KY2985_MARK LOGO: NGS   
 KY2985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY2985+STABILITY: SURFACE MOTION
 KY2985
 KY2985  HISTORY     - Date     Condition        Report By
 KY2985  HISTORY     - 1984     MONUMENTED       NGS
 KY2985
 KY2985                          STATION DESCRIPTION
 KY2985
 KY2985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KY2985'1.4 KM (0.9 MI) NE FROM KOPPEL.
 KY2985'1.4 KM (0.9 MI) NORTHEAST ALONG STATE HIGHWAY 351 FROM THE TOWN HALL
 KY2985'IN KOPPEL TO THE MARK ON THE LEFT, IN THE NORTHEAST WINGWALL OF THE
 KY2985'BRIDGE OVER THE BEAVER RIVER, 4.4 METERS (14.5 FT) NORTHWEST OF THE
 KY2985'CENTERLINE OF THE HIGHWAY.
 KY2985'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1558 ***********************************************************************
 KW1558  DESIGNATION -  E 43
 KW1558  PID         -  KW1558
 KW1558  STATE/COUNTY-  PA/MONTOUR
 KW1558  USGS QUAD   -  DANVILLE (1994)
 KW1558
 KW1558                         *CURRENT SURVEY CONTROL
 KW1558  ___________________________________________________________________
 KW1558* NAD 83(1986)-  40 56 28.     (N)    076 32 01.     (W)     SCALED    
 KW1558* NAVD 88     -       142.531  (meters)     467.62   (feet)  ADJUSTED  
 KW1558  ___________________________________________________________________
 KW1558  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KW1558  DYNAMIC HT  -         142.469 (meters)     467.42  (feet)  COMP
 KW1558  MODELED GRAV-     980,190.1   (mgal)                       NAVD 88
 KW1558
 KW1558  VERT ORDER  -  SECOND    CLASS 0
 KW1558
 KW1558.The horizontal coordinates were scaled from a topographic map and have
 KW1558.an estimated accuracy of +/- 6 seconds.
 KW1558
 KW1558.The orthometric height was determined by differential leveling
 KW1558.and adjusted by the National Geodetic Survey in June 1991..
 KW1558
 KW1558.The geoid height was determined by GEOID03.
 KW1558
 KW1558.The dynamic height is computed by dividing the NAVD 88
 KW1558.geopotential number by the normal gravity value computed on the
 KW1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1558.degrees latitude (g = 980.6199 gals.).
 KW1558
 KW1558.The modeled gravity was interpolated from observed gravity values.
 KW1558
 KW1558;                    North         East    Units  Estimated Accuracy
 KW1558;SPC PA N     -    86,720.      702,430.      MT  (+/- 180 meters Scaled)
 KW1558
 KW1558                          SUPERSEDED SURVEY CONTROL
 KW1558
 KW1558  NGVD 29 (??/??/??)  142.758  (m)          468.37   (f) ADJUSTED    2 0
 KW1558
 KW1558.Superseded values are not recommended for survey control.
 KW1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1558.See file dsdata.txt to determine how the superseded data were derived.
 KW1558
 KW1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL709333(NAD 83)
 KW1558_MARKER: DB = BENCH MARK DISK
 KW1558_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1558_SP_SET: CULVERT
 KW1558_STAMPING: E 43 1934
 KW1558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1558
 KW1558  HISTORY     - Date     Condition        Report By
 KW1558  HISTORY     - 1934     MONUMENTED       CGS
 KW1558
 KW1558                          STATION DESCRIPTION
 KW1558
 KW1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1558'3.7 MI SW FROM CATAWISSA.
 KW1558'IN MONTOUR COUNTY, 3.7 MILES SOUTHWEST ALONG THE ERIE-LACKAWANNA
 KW1558'RAILROAD FROM CATAWISSA, COLUMBIA COUNTY, 4,300 FEET SOUTHWEST OF
 KW1558'MILEPOST 196, OPPOSITE A STONE ARCH BRIDGE ON THE HIGHWAY
 KW1558'PARALLELING THE TRACK, OPPOSITE HIGHWAY STATION 265/63, IN THE
 KW1558'EAST HEADWALL OF A 6-FOOT BOX RAILROAD CULVERT, 2 FEET FROM THE
 KW1558'SOUTH END OF THE HEADWALL, 8 FEET EAST OF THE EAST RAIL, AND ABOUT
 KW1558'LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED E 43 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0146 ***********************************************************************
 KW0146  DESIGNATION -  E 44
 KW0146  PID         -  KW0146
 KW0146  STATE/COUNTY-  PA/SCHUYLKILL
 KW0146  USGS QUAD   -  PINE GROVE (1977)
 KW0146
 KW0146                         *CURRENT SURVEY CONTROL
 KW0146  ___________________________________________________________________
 KW0146* NAD 83(1986)-  40 36 33.     (N)    076 23 58.     (W)     SCALED    
 KW0146* NAVD 88     -       217.349  (meters)     713.09   (feet)  ADJUSTED  
 KW0146  ___________________________________________________________________
 KW0146  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KW0146  DYNAMIC HT  -         217.241 (meters)     712.73  (feet)  COMP
 KW0146  MODELED GRAV-     980,124.2   (mgal)                       NAVD 88
 KW0146
 KW0146  VERT ORDER  -  SECOND    CLASS 0
 KW0146
 KW0146.The horizontal coordinates were scaled from a topographic map and have
 KW0146.an estimated accuracy of +/- 6 seconds.
 KW0146
 KW0146.The orthometric height was determined by differential leveling
 KW0146.and adjusted by the National Geodetic Survey in June 1991..
 KW0146
 KW0146.The geoid height was determined by GEOID03.
 KW0146
 KW0146.The dynamic height is computed by dividing the NAVD 88
 KW0146.geopotential number by the normal gravity value computed on the
 KW0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0146.degrees latitude (g = 980.6199 gals.).
 KW0146
 KW0146.The modeled gravity was interpolated from observed gravity values.
 KW0146
 KW0146;                    North         East    Units  Estimated Accuracy
 KW0146;SPC PA S     -   142,540.      714,290.      MT  (+/- 180 meters Scaled)
 KW0146
 KW0146                          SUPERSEDED SURVEY CONTROL
 KW0146
 KW0146  NGVD 29 (??/??/??)  217.549  (m)          713.74   (f) ADJUSTED    2 0
 KW0146
 KW0146.Superseded values are not recommended for survey control.
 KW0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0146.See file dsdata.txt to determine how the superseded data were derived.
 KW0146
 KW0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK816963(NAD 83)
 KW0146_MARKER: DB = BENCH MARK DISK
 KW0146_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0146_SP_SET: ABUTMENT
 KW0146_STAMPING: E 44 1934
 KW0146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0146
 KW0146  HISTORY     - Date     Condition        Report By
 KW0146  HISTORY     - 1934     MONUMENTED       CGS
 KW0146
 KW0146                          STATION DESCRIPTION
 KW0146
 KW0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0146'2.2 MI E FROM TREMONT.
 KW0146'2.2 MILES EAST ALONG THE READING RAILWAY FROM TREMONT, SCHUYLKILL
 KW0146'COUNTY, AT BRIDGE 27/94, IN THE SOUTH END OF THE WEST ABUTMENT,
 KW0146'10 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 3 FEET
 KW0146'LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1401 ***********************************************************************
 KW1401  DESIGNATION -  E 45
 KW1401  PID         -  KW1401
 KW1401  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW1401  USGS QUAD   -  NORTHUMBERLAND (1994)
 KW1401
 KW1401                         *CURRENT SURVEY CONTROL
 KW1401  ___________________________________________________________________
 KW1401* NAD 83(1986)-  40 52 43.     (N)    076 47 13.     (W)     SCALED    
 KW1401* NAVD 88     -       135.900  (meters)     445.87   (feet)  ADJUSTED  
 KW1401  ___________________________________________________________________
 KW1401  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 KW1401  DYNAMIC HT  -         135.841 (meters)     445.67  (feet)  COMP
 KW1401  MODELED GRAV-     980,183.7   (mgal)                       NAVD 88
 KW1401
 KW1401  VERT ORDER  -  FIRST     CLASS II
 KW1401
 KW1401.The horizontal coordinates were scaled from a topographic map and have
 KW1401.an estimated accuracy of +/- 6 seconds.
 KW1401
 KW1401.The orthometric height was determined by differential leveling
 KW1401.and adjusted by the National Geodetic Survey in June 1991..
 KW1401
 KW1401.The geoid height was determined by GEOID03.
 KW1401
 KW1401.The dynamic height is computed by dividing the NAVD 88
 KW1401.geopotential number by the normal gravity value computed on the
 KW1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1401.degrees latitude (g = 980.6199 gals.).
 KW1401
 KW1401.The modeled gravity was interpolated from observed gravity values.
 KW1401
 KW1401;                    North         East    Units  Estimated Accuracy
 KW1401;SPC PA N     -    79,520.      681,170.      MT  (+/- 180 meters Scaled)
 KW1401
 KW1401                          SUPERSEDED SURVEY CONTROL
 KW1401
 KW1401  NGVD 29 (??/??/??)  136.135  (m)          446.64   (f) ADJUSTED    1 2
 KW1401
 KW1401.Superseded values are not recommended for survey control.
 KW1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1401.See file dsdata.txt to determine how the superseded data were derived.
 KW1401
 KW1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL494268(NAD 83)
 KW1401_MARKER: DB = BENCH MARK DISK
 KW1401_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1401_SP_SET: ABUTMENT
 KW1401_STAMPING: E 45 1934
 KW1401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1401
 KW1401  HISTORY     - Date     Condition        Report By
 KW1401  HISTORY     - 1934     MONUMENTED       CGS
 KW1401  HISTORY     - 1941     GOOD             CGS
 KW1401  HISTORY     - 1987     POOR             USPSQD
 KW1401  HISTORY     - 1989     POOR             USPSQD
 KW1401
 KW1401                          STATION DESCRIPTION
 KW1401
 KW1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1401'1.2 MI N FROM SUNBURY.
 KW1401'1.2 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KW1401'AT SUNBURY, AT SIXSPAN QUADRUPLE THROUGH TRUSS BRIDGE 286.25
 KW1401'OVER NORTH BRANCH OF THE SUSQUEHANNA RIVER, IN THE TOP OF THE
 KW1401'SOUTH ABUTMENT BETWEEN THE CENTER TRUSSES, 16 FEET EAST OF
 KW1401'THE CENTERLINE OF THE SOUTHBOUND TRACK, AND ABOUT 6 FEET LOWER
 KW1401'THAN THE TOP OF THE RAIL.
 KW1401
 KW1401                          STATION RECOVERY (1987)
 KW1401
 KW1401'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 KW1401'MARK RECOVERED IN POOR CONDITION.
 KW1401
 KW1401                          STATION RECOVERY (1989)
 KW1401
 KW1401'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1401'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1266 ***********************************************************************
 KW1266  DESIGNATION -  E 46
 KW1266  PID         -  KW1266
 KW1266  STATE/COUNTY-  PA/LEBANON
 KW1266  USGS QUAD   -  INDIANTOWN GAP (1977)
 KW1266
 KW1266                         *CURRENT SURVEY CONTROL
 KW1266  ___________________________________________________________________
 KW1266* NAD 83(1986)-  40 29 09.     (N)    076 32 12.     (W)     SCALED    
 KW1266* NAVD 88     -       135.938  (meters)     445.99   (feet)  ADJUSTED  
 KW1266  ___________________________________________________________________
 KW1266  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KW1266  DYNAMIC HT  -         135.871 (meters)     445.77  (feet)  COMP
 KW1266  MODELED GRAV-     980,130.2   (mgal)                       NAVD 88
 KW1266
 KW1266  VERT ORDER  -  SECOND    CLASS 0
 KW1266
 KW1266.The horizontal coordinates were scaled from a topographic map and have
 KW1266.an estimated accuracy of +/- 6 seconds.
 KW1266
 KW1266.The orthometric height was determined by differential leveling
 KW1266.and adjusted by the National Geodetic Survey in June 1991..
 KW1266
 KW1266.The geoid height was determined by GEOID03.
 KW1266
 KW1266.The dynamic height is computed by dividing the NAVD 88
 KW1266.geopotential number by the normal gravity value computed on the
 KW1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1266.degrees latitude (g = 980.6199 gals.).
 KW1266
 KW1266.The modeled gravity was interpolated from observed gravity values.
 KW1266
 KW1266;                    North         East    Units  Estimated Accuracy
 KW1266;SPC PA S     -   128,680.      702,870.      MT  (+/- 180 meters Scaled)
 KW1266
 KW1266                          SUPERSEDED SURVEY CONTROL
 KW1266
 KW1266  NGVD 29 (??/??/??)  136.144  (m)          446.67   (f) ADJUSTED    2 0
 KW1266
 KW1266.Superseded values are not recommended for survey control.
 KW1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1266.See file dsdata.txt to determine how the superseded data were derived.
 KW1266
 KW1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK697828(NAD 83)
 KW1266_MARKER: DB = BENCH MARK DISK
 KW1266_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1266_SP_SET: BRIDGE
 KW1266_STAMPING: E 46 1934
 KW1266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1266+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2005
 KW1266
 KW1266  HISTORY     - Date     Condition        Report By
 KW1266  HISTORY     - 1934     MONUMENTED       CGS
 KW1266  HISTORY     - 1960     GOOD             CGS
 KW1266  HISTORY     - 1967     GOOD             CGS
 KW1266  HISTORY     - 20050422 GOOD             GEOCAC
 KW1266
 KW1266                          STATION DESCRIPTION
 KW1266
 KW1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1266'0.1 MI N FROM GREEN POINT.
 KW1266'ABOUT 0.1 MILE NORTH ALONG THE READING RAILWAY FROM THE JUNCTION OF
 KW1266'STATE HIGHWAY 443 AND 72 AT GREEN POINT, ON THE TOP OF THE NORTH
 KW1266'END OF THE EAST CONCRETE HEADWALL OF BRIDGE NO. 12/66 OVER TROUT
 KW1266'RUN, 5.9 FEET EAST OF THE EAST RAIL, 2.9 FEET SOUTH OF THE NORTH
 KW1266'END OF THE HEADWALL AND 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
 KW1266
 KW1266                          STATION RECOVERY (1967)
 KW1266
 KW1266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KW1266'RECOVERED IN GOOD CONDITION.
 KW1266
 KW1266                          STATION RECOVERY (2005)
 KW1266
 KW1266'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW1266'STATION IS LOCATED IN SWATARA STATE PARK. PUBLIC VEHICLE ACCESS IS
 KW1266'PROHIBITED BUT THE ROADBED OF STATE ROUTE 443 REMAINS. PROPERTY IS
 KW1266'OWNED AND MANAGED BY PA STATE DCNR.
 KW1266'STATE HIGHWAYS 443 AND 72 HAVE BEEN REROUTED AND THE TOWN OF GREEN
 KW1266'POINT NO LONGER EXISTS. RAILROAD TRACKS HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0128 ***********************************************************************
 LZ0128  DESIGNATION -  E 47
 LZ0128  PID         -  LZ0128
 LZ0128  STATE/COUNTY-  PA/LUZERNE
 LZ0128  USGS QUAD   -  BERWICK (1989)
 LZ0128
 LZ0128                         *CURRENT SURVEY CONTROL
 LZ0128  ___________________________________________________________________
 LZ0128* NAD 83(1986)-  41 07 17.     (N)    076 08 21.     (W)     SCALED    
 LZ0128* NAVD 88     -       156.566  (meters)     513.67   (feet)  ADJUSTED  
 LZ0128  ___________________________________________________________________
 LZ0128  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 LZ0128  DYNAMIC HT  -         156.501 (meters)     513.45  (feet)  COMP
 LZ0128  MODELED GRAV-     980,209.5   (mgal)                       NAVD 88
 LZ0128
 LZ0128  VERT ORDER  -  SECOND    CLASS 0
 LZ0128
 LZ0128.The horizontal coordinates were scaled from a topographic map and have
 LZ0128.an estimated accuracy of +/- 6 seconds.
 LZ0128
 LZ0128.The orthometric height was determined by differential leveling
 LZ0128.and adjusted by the National Geodetic Survey in June 1991..
 LZ0128
 LZ0128.The geoid height was determined by GEOID03.
 LZ0128
 LZ0128.The dynamic height is computed by dividing the NAVD 88
 LZ0128.geopotential number by the normal gravity value computed on the
 LZ0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0128.degrees latitude (g = 980.6199 gals.).
 LZ0128
 LZ0128.The modeled gravity was interpolated from observed gravity values.
 LZ0128
 LZ0128;                    North         East    Units  Estimated Accuracy
 LZ0128;SPC PA N     -   107,280.      735,270.      MT  (+/- 180 meters Scaled)
 LZ0128
 LZ0128                          SUPERSEDED SURVEY CONTROL
 LZ0128
 LZ0128  NGVD 29 (??/??/92)  156.780  (m)          514.37   (f) ADJ UNCH    2 0
 LZ0128
 LZ0128.Superseded values are not recommended for survey control.
 LZ0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0128.See file dsdata.txt to determine how the superseded data were derived.
 LZ0128
 LZ0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL043528(NAD 83)
 LZ0128_MARKER: DB = BENCH MARK DISK
 LZ0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0128_STAMPING: E 47 1934
 LZ0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0128+STABILITY: SURFACE MOTION
 LZ0128
 LZ0128  HISTORY     - Date     Condition        Report By
 LZ0128  HISTORY     - 1934     MONUMENTED       CGS
 LZ0128
 LZ0128                          STATION DESCRIPTION
 LZ0128
 LZ0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0128'2.5 MI SW FROM SHICKSHINNY.
 LZ0128'2.5 MILES SOUTHWEST ALONG THE ERIE-LACKAWANNA RAILROAD FROM
 LZ0128'SHICKSHINNY, 80 FEET NORTH OF MILEPOST 169, 100 FEET EAST OF THE
 LZ0128'CENTERLINE OF U.S. HIGHWAY 11, IN THE SOUTHEAST CORNER OF THE
 LZ0128'JOSEPH KITTA PROPERTY, 5 FEET NORTHWEST OF THE CORNER POST, 20
 LZ0128'FEET WEST OF THE WEST RAIL, AND 3 FEET LOWER THAN THE TOP OF THE
 LZ0128'RAIL.  A STANDARD DISK, STAMPED E 47 1934 AND SET IN THE TOP OF
 LZ0128'A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2764 ***********************************************************************
 KV2764  DESIGNATION -  E 48
 KV2764  PID         -  KV2764
 KV2764  STATE/COUNTY-  PA/CARBON
 KV2764  USGS QUAD   -  CHRISTMANS (1992)
 KV2764
 KV2764                         *CURRENT SURVEY CONTROL
 KV2764  ___________________________________________________________________
 KV2764* NAD 83(1986)-  40 56 24.     (N)    075 44 36.     (W)     SCALED    
 KV2764* NAVD 88     -       220.649  (meters)     723.91   (feet)  ADJUSTED  
 KV2764  ___________________________________________________________________
 KV2764  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KV2764  DYNAMIC HT  -         220.544 (meters)     723.57  (feet)  COMP
 KV2764  MODELED GRAV-     980,146.6   (mgal)                       NAVD 88
 KV2764
 KV2764  VERT ORDER  -  SECOND    CLASS 0
 KV2764
 KV2764.The horizontal coordinates were scaled from a topographic map and have
 KV2764.an estimated accuracy of +/- 6 seconds.
 KV2764
 KV2764.The orthometric height was determined by differential leveling
 KV2764.and adjusted by the National Geodetic Survey in June 1991..
 KV2764
 KV2764.The geoid height was determined by GEOID03.
 KV2764
 KV2764.The dynamic height is computed by dividing the NAVD 88
 KV2764.geopotential number by the normal gravity value computed on the
 KV2764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2764.degrees latitude (g = 980.6199 gals.).
 KV2764
 KV2764.The modeled gravity was interpolated from observed gravity values.
 KV2764
 KV2764;                    North         East    Units  Estimated Accuracy
 KV2764;SPC PA N     -    87,840.      768,970.      MT  (+/- 180 meters Scaled)
 KV2764
 KV2764                          SUPERSEDED SURVEY CONTROL
 KV2764
 KV2764  NGVD 29 (??/??/??)  220.854  (m)          724.59   (f) ADJUSTED    2 0
 KV2764
 KV2764.Superseded values are not recommended for survey control.
 KV2764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2764.See file dsdata.txt to determine how the superseded data were derived.
 KV2764
 KV2764_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL374323(NAD 83)
 KV2764_MARKER: DB = BENCH MARK DISK
 KV2764_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2764_SP_SET: SEMAPHORE
 KV2764_STAMPING: E 48 1934
 KV2764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2764
 KV2764  HISTORY     - Date     Condition        Report By
 KV2764  HISTORY     - 1934     MONUMENTED       CGS
 KV2764
 KV2764                          STATION DESCRIPTION
 KV2764
 KV2764'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV2764'AT PENN HAVEN JUNCTION.
 KV2764'0.4 MILE SOUTH ALONG THE LEHIGH VALLEY RAILROAD FROM PENN HAVEN
 KV2764'JUNCTION, CARBON COUNTY, IN THE BASE OF A SEMAPHORE, 10 FEET EAST
 KV2764'OF THE CENTER LINE OF THE NORTH-BOUND TRACK, AND ABOUT 1 FOOT
 KV2764'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED E 48
 KV2764'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0228 ***********************************************************************
 LZ0228  DESIGNATION -  E 49
 LZ0228  PID         -  LZ0228
 LZ0228  STATE/COUNTY-  PA/SULLIVAN
 LZ0228  USGS QUAD   -  LAPORTE (1981)
 LZ0228
 LZ0228                         *CURRENT SURVEY CONTROL
 LZ0228  ___________________________________________________________________
 LZ0228* NAD 83(1986)-  41 29 39.     (N)    076 24 14.     (W)     SCALED    
 LZ0228* NAVD 88     -       560.156  (meters)    1837.78   (feet)  ADJUSTED  
 LZ0228  ___________________________________________________________________
 LZ0228  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 LZ0228  DYNAMIC HT  -         559.908 (meters)    1836.96  (feet)  COMP
 LZ0228  MODELED GRAV-     980,162.5   (mgal)                       NAVD 88
 LZ0228
 LZ0228  VERT ORDER  -  SECOND    CLASS 0
 LZ0228
 LZ0228.The horizontal coordinates were scaled from a topographic map and have
 LZ0228.an estimated accuracy of +/- 6 seconds.
 LZ0228
 LZ0228.The orthometric height was determined by differential leveling
 LZ0228.and adjusted by the National Geodetic Survey in June 1991..
 LZ0228
 LZ0228.The geoid height was determined by GEOID03.
 LZ0228
 LZ0228.The dynamic height is computed by dividing the NAVD 88
 LZ0228.geopotential number by the normal gravity value computed on the
 LZ0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0228.degrees latitude (g = 980.6199 gals.).
 LZ0228
 LZ0228.The modeled gravity was interpolated from observed gravity values.
 LZ0228
 LZ0228;                    North         East    Units  Estimated Accuracy
 LZ0228;SPC PA N     -   148,300.      712,400.      MT  (+/- 180 meters Scaled)
 LZ0228
 LZ0228                          SUPERSEDED SURVEY CONTROL
 LZ0228
 LZ0228  NGVD 29 (??/??/92)  560.320  (m)         1838.32   (f) ADJ UNCH    2 0
 LZ0228
 LZ0228.Superseded values are not recommended for survey control.
 LZ0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0228.See file dsdata.txt to determine how the superseded data were derived.
 LZ0228
 LZ0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL828945(NAD 83)
 LZ0228_MARKER: DB = BENCH MARK DISK
 LZ0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0228_STAMPING: E 49 1934
 LZ0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0228+STABILITY: SURFACE MOTION
 LZ0228
 LZ0228  HISTORY     - Date     Condition        Report By
 LZ0228  HISTORY     - 1934     MONUMENTED       CGS
 LZ0228
 LZ0228                          STATION DESCRIPTION
 LZ0228
 LZ0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0228'0.4 MI N FROM SATTERFIELD.
 LZ0228'0.4 MILE NORTH ALONG THE LEHIGH VALLEY RAILROAD FROM SATTERFIELD,
 LZ0228'SULLIVAN COUNTY, 500 FEET EAST OF A TWO-STORY FRAME HOUSE, 250
 LZ0228'FEET SOUTH OF A 90- BY 60-FOOT BARN WITH A WHITE SILO, 150 FEET
 LZ0228'NORTHEAST OF A PRIVATE-ROAD CROSSING, 24 FEET SOUTHEAST OF THE
 LZ0228'CORNER POST OF A CULTIVATED FIELD, 35 FEET NORTH OF THE NORTH
 LZ0228'RAIL, AND ABOUT 3 FEET HIGHER THAN THE TOP OF THE RAIL.  A
 LZ0228'STANDARD DISK, STAMPED E 49 1934 AND SET IN THE TOP OF A CONCRETE
 LZ0228'POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0896 ***********************************************************************
 KW0896  DESIGNATION -  E 5
 KW0896  PID         -  KW0896
 KW0896  STATE/COUNTY-  PA/LANCASTER
 KW0896  USGS QUAD   -  COLUMBIA WEST (1990)
 KW0896
 KW0896                         *CURRENT SURVEY CONTROL
 KW0896  ___________________________________________________________________
 KW0896* NAD 83(1986)-  40 03 20.     (N)    076 34 58.     (W)     SCALED    
 KW0896* NAVD 88     -        79.894  (meters)     262.12   (feet)  ADJUSTED  
 KW0896  ___________________________________________________________________
 KW0896  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KW0896  DYNAMIC HT  -          79.854 (meters)     261.99  (feet)  COMP
 KW0896  MODELED GRAV-     980,114.2   (mgal)                       NAVD 88
 KW0896
 KW0896  VERT ORDER  -  FIRST     CLASS II
 KW0896
 KW0896.The horizontal coordinates were scaled from a topographic map and have
 KW0896.an estimated accuracy of +/- 6 seconds.
 KW0896
 KW0896.The orthometric height was determined by differential leveling
 KW0896.and adjusted by the National Geodetic Survey in June 1991..
 KW0896
 KW0896.The geoid height was determined by GEOID03.
 KW0896
 KW0896.The dynamic height is computed by dividing the NAVD 88
 KW0896.geopotential number by the normal gravity value computed on the
 KW0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0896.degrees latitude (g = 980.6199 gals.).
 KW0896
 KW0896.The modeled gravity was interpolated from observed gravity values.
 KW0896
 KW0896;                    North         East    Units  Estimated Accuracy
 KW0896;SPC PA S     -    80,850.      699,590.      MT  (+/- 180 meters Scaled)
 KW0896
 KW0896                          SUPERSEDED SURVEY CONTROL
 KW0896
 KW0896  NGVD 29 (??/??/??)   80.141  (m)          262.93   (f) ADJUSTED    1 2
 KW0896
 KW0896.Superseded values are not recommended for survey control.
 KW0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0896.See file dsdata.txt to determine how the superseded data were derived.
 KW0896
 KW0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK650351(NAD 83)
 KW0896_MARKER: DB = BENCH MARK DISK
 KW0896_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0896_SP_SET: CULVERT
 KW0896_STAMPING: E 5 1955
 KW0896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0896
 KW0896  HISTORY     - Date     Condition        Report By
 KW0896  HISTORY     - 1955     MONUMENTED       CGS
 KW0896  HISTORY     - 1979     GOOD             NGS
 KW0896
 KW0896                          STATION DESCRIPTION
 KW0896
 KW0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KW0896'1.2 MI W FROM MARIETTA.
 KW0896'ABOUT 1.25 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW0896'FREIGHT STATION AT MARIETTA, ABOUT 0.25 MILE WEST OF MILE POST
 KW0896'85, IN THE TOP OF WEST END OF SOUTH HEAD WALL OF A 50-INCH PIPE
 KW0896'CULVERT UNDER THE YARD TRACKS FOR A DRAIN COMING OUT OF A
 KW0896'NORTH-SOUTH STREET AT MARIETTA AIR FORCE BASE, 19 FEET SOUTH OF
 KW0896'SOUTH RAIL OF SOUTH TRACK OF YARD TRACKS, ABOUT 70 YARDS SOUTH
 KW0896'OF FENCE AROUND AIR FORCE BASE AND ABOUT 1 FOOT BELOW LEVEL OF
 KW0896'TRACK.
 KW0896
 KW0896                          STATION RECOVERY (1979)
 KW0896
 KW0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW0896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0428 ***********************************************************************
 KW0428  DESIGNATION -  E 50 PAGS
 KW0428  PID         -  KW0428
 KW0428  STATE/COUNTY-  PA/SCHUYLKILL
 KW0428  USGS QUAD   -  DELANO (1976)
 KW0428
 KW0428                         *CURRENT SURVEY CONTROL
 KW0428  ___________________________________________________________________
 KW0428* NAD 83(1986)-  40 49 53.     (N)    076 02 38.     (W)     SCALED    
 KW0428* NAVD 88     -       369.660  (meters)    1212.79   (feet)  ADJUSTED  
 KW0428  ___________________________________________________________________
 KW0428  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KW0428  DYNAMIC HT  -         369.473 (meters)    1212.18  (feet)  COMP
 KW0428  MODELED GRAV-     980,110.0   (mgal)                       NAVD 88
 KW0428
 KW0428  VERT ORDER  -  SECOND    CLASS 0
 KW0428
 KW0428.The horizontal coordinates were scaled from a topographic map and have
 KW0428.an estimated accuracy of +/- 6 seconds.
 KW0428
 KW0428.The orthometric height was determined by differential leveling
 KW0428.and adjusted by the National Geodetic Survey in June 1991..
 KW0428
 KW0428.The geoid height was determined by GEOID03.
 KW0428
 KW0428.The dynamic height is computed by dividing the NAVD 88
 KW0428.geopotential number by the normal gravity value computed on the
 KW0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0428.degrees latitude (g = 980.6199 gals.).
 KW0428
 KW0428.The modeled gravity was interpolated from observed gravity values.
 KW0428
 KW0428;                    North         East    Units  Estimated Accuracy
 KW0428;SPC PA S     -   167,730.      743,900.      MT  (+/- 180 meters Scaled)
 KW0428
 KW0428                          SUPERSEDED SURVEY CONTROL
 KW0428
 KW0428  NGVD 29 (??/??/??)  369.856  (m)         1213.44   (f) ADJUSTED    2 0
 KW0428
 KW0428.Superseded values are not recommended for survey control.
 KW0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0428.See file dsdata.txt to determine how the superseded data were derived.
 KW0428
 KW0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL119205(NAD 83)
 KW0428_MARKER: DD = SURVEY DISK
 KW0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0428_STAMPING: E 50 1934
 KW0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0428+STABILITY: SURFACE MOTION
 KW0428
 KW0428  HISTORY     - Date     Condition        Report By
 KW0428  HISTORY     - 1934     MONUMENTED       PAGS
 KW0428
 KW0428                          STATION DESCRIPTION
 KW0428
 KW0428'DESCRIBED BY PENNSYLVANIA GEODETIC SURVEY 1934
 KW0428'1.7 MI N FROM EAST MAHANOY JUNCTION.
 KW0428'1.7 MILES NORTH ALONG THE READING CO. RAILWAY FROM EAST MAHANOY
 KW0428'JUNCTION, SCHULKILL COUNTY, AT HAUCKS, ABOUT 120 FEET
 KW0428'SOUTHEAST OF A RAILROAD JUNCTION, 90 FEET SOUTH OF A SIGNAL
 KW0428'HOUSE, 27 FEET EAST OF THE CENTER LINE OF THE NORTH-BOUND TRACK,
 KW0428'AND ABOUT 6 INCHES LOWER THAN THE TOP OF THE RAIL.  A STATE
 KW0428'SURVEY STANDARD DISK, STAMPED E 50 1934 AND SET IN THE TOP OF A
 KW0428'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0519 ***********************************************************************
 LZ0519  DESIGNATION -  E 51
 LZ0519  PID         -  LZ0519
 LZ0519  STATE/COUNTY-  PA/LYCOMING
 LZ0519  USGS QUAD   -  RALSTON (1986)
 LZ0519
 LZ0519                         *CURRENT SURVEY CONTROL
 LZ0519  ___________________________________________________________________
 LZ0519* NAD 83(1986)-  41 30 33.     (N)    076 57 06.     (W)     SCALED    
 LZ0519* NAVD 88     -       259.946  (meters)     852.84   (feet)  ADJUSTED  
 LZ0519  ___________________________________________________________________
 LZ0519  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 LZ0519  DYNAMIC HT  -         259.832 (meters)     852.47  (feet)  COMP
 LZ0519  MODELED GRAV-     980,178.5   (mgal)                       NAVD 88
 LZ0519
 LZ0519  VERT ORDER  -  SECOND    CLASS 0
 LZ0519
 LZ0519.The horizontal coordinates were scaled from a topographic map and have
 LZ0519.an estimated accuracy of +/- 6 seconds.
 LZ0519
 LZ0519.The orthometric height was determined by differential leveling
 LZ0519.and adjusted by the National Geodetic Survey in June 1991..
 LZ0519
 LZ0519.The geoid height was determined by GEOID03.
 LZ0519
 LZ0519.The dynamic height is computed by dividing the NAVD 88
 LZ0519.geopotential number by the normal gravity value computed on the
 LZ0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0519.degrees latitude (g = 980.6199 gals.).
 LZ0519
 LZ0519.The modeled gravity was interpolated from observed gravity values.
 LZ0519
 LZ0519;                    North         East    Units  Estimated Accuracy
 LZ0519;SPC PA N     -   149,400.      666,650.      MT  (+/- 180 meters Scaled)
 LZ0519
 LZ0519                          SUPERSEDED SURVEY CONTROL
 LZ0519
 LZ0519  NGVD 29 (??/??/92)  260.123  (m)          853.42   (f) ADJ UNCH    2 0
 LZ0519
 LZ0519.Superseded values are not recommended for survey control.
 LZ0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0519.See file dsdata.txt to determine how the superseded data were derived.
 LZ0519
 LZ0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL371971(NAD 83)
 LZ0519_MARKER: DB = BENCH MARK DISK
 LZ0519_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0519_SP_SET: BRIDGE WALL
 LZ0519_STAMPING: E 51 1934
 LZ0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0519
 LZ0519  HISTORY     - Date     Condition        Report By
 LZ0519  HISTORY     - 1934     MONUMENTED       CGS
 LZ0519  HISTORY     - 1983     MARK NOT FOUND   NGS
 LZ0519
 LZ0519                          STATION DESCRIPTION
 LZ0519
 LZ0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0519'AT RALSTON.
 LZ0519'AT RALSTON, LYCOMING COUNTY, ABOUT 850 FEET NORTH OF THE
 LZ0519'PENNSYLVANIA RAILROAD STATION, AT BRIDGE 23.43, IN THE TOP OF THE
 LZ0519'EAST END OF THE SOUTH BACK WALL, 4 FEET EAST OF THE EAST RAIL,
 LZ0519'AND ABOUT 0.5 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 LZ0519'DISK, STAMPED E 51 1934.
 LZ0519
 LZ0519                          STATION RECOVERY (1983)
 LZ0519
 LZ0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LZ0519'SEARCHED FOR, NOT RECOVERED, DISK HAS BEEN REMOVED, THE HOLE FOR THE
 LZ0519'MARK WAS RECOVERED, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1727 ***********************************************************************
 LY1727  DESIGNATION -  E 52
 LY1727  PID         -  LY1727
 LY1727  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1727  USGS QUAD   -  MONTROSE EAST (1992)
 LY1727
 LY1727                         *CURRENT SURVEY CONTROL
 LY1727  ___________________________________________________________________
 LY1727* NAD 83(1986)-  41 50 54.     (N)    075 48 07.     (W)     SCALED    
 LY1727* NAVD 88     -       481.764  (meters)    1580.59   (feet)  ADJUSTED  
 LY1727  ___________________________________________________________________
 LY1727  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 LY1727  DYNAMIC HT  -         481.571 (meters)    1579.95  (feet)  COMP
 LY1727  MODELED GRAV-     980,206.9   (mgal)                       NAVD 88
 LY1727
 LY1727  VERT ORDER  -  SECOND    CLASS 0
 LY1727
 LY1727.The horizontal coordinates were scaled from a topographic map and have
 LY1727.an estimated accuracy of +/- 6 seconds.
 LY1727
 LY1727.The orthometric height was determined by differential leveling
 LY1727.and adjusted by the National Geodetic Survey in June 1991..
 LY1727
 LY1727.The geoid height was determined by GEOID03.
 LY1727
 LY1727.The dynamic height is computed by dividing the NAVD 88
 LY1727.geopotential number by the normal gravity value computed on the
 LY1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1727.degrees latitude (g = 980.6199 gals.).
 LY1727
 LY1727.The modeled gravity was interpolated from observed gravity values.
 LY1727
 LY1727;                    North         East    Units  Estimated Accuracy
 LY1727;SPC PA N     -   188,580.      761,770.      MT  (+/- 180 meters Scaled)
 LY1727
 LY1727                          SUPERSEDED SURVEY CONTROL
 LY1727
 LY1727  NGVD 29 (??/??/92)  481.916  (m)         1581.09   (f) ADJ UNCH    2 0
 LY1727
 LY1727.Superseded values are not recommended for survey control.
 LY1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1727.See file dsdata.txt to determine how the superseded data were derived.
 LY1727
 LY1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM334332(NAD 83)
 LY1727_MARKER: DB = BENCH MARK DISK
 LY1727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1727_STAMPING: E 52 1934
 LY1727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1727+STABILITY: SURFACE MOTION
 LY1727
 LY1727  HISTORY     - Date     Condition        Report By
 LY1727  HISTORY     - 1934     MONUMENTED       CGS
 LY1727  HISTORY     - 1968     MARK NOT FOUND   NGS
 LY1727
 LY1727                          STATION DESCRIPTION
 LY1727
 LY1727'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LY1727'0.6 MI W FROM HEART LAKE.
 LY1727'0.6 MILE WEST ALONG THE ERNIE, LACKAWANNA RAILROAD FROM HEART
 LY1727'LAKE, SUSQUEHANNA COUNTY, 403 FEET WEST OF MILEPOST 171, 43
 LY1727'FEET EAST OF POLE 3/20, 42 FEET SOUTH OF U.S. HIGHWAY 106, 15
 LY1727'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 6 INCHES
 LY1727'BELOW THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED E 52 1934
 LY1727'AND SET IN THE TOP OF A CONCRETE POST.
 LY1727
 LY1727                          STATION RECOVERY (1968)
 LY1727
 LY1727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LY1727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0056 ***********************************************************************
 LZ0056  DESIGNATION -  E 53
 LZ0056  PID         -  LZ0056
 LZ0056  STATE/COUNTY-  PA/BRADFORD
 LZ0056  USGS QUAD   -  TOWANDA (1967)
 LZ0056
 LZ0056                         *CURRENT SURVEY CONTROL
 LZ0056  ___________________________________________________________________
 LZ0056* NAD 83(1986)-  41 46 55.     (N)    076 26 29.     (W)     SCALED    
 LZ0056* NAVD 88     -       225.034  (meters)     738.30   (feet)  ADJUSTED  
 LZ0056  ___________________________________________________________________
 LZ0056  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 LZ0056  DYNAMIC HT  -         224.942 (meters)     738.00  (feet)  COMP
 LZ0056  MODELED GRAV-     980,211.0   (mgal)                       NAVD 88
 LZ0056
 LZ0056  VERT ORDER  -  SECOND    CLASS 0
 LZ0056
 LZ0056.The horizontal coordinates were scaled from a topographic map and have
 LZ0056.an estimated accuracy of +/- 6 seconds.
 LZ0056
 LZ0056.The orthometric height was determined by differential leveling
 LZ0056.and adjusted by the National Geodetic Survey in June 1991..
 LZ0056.WARNING-Repeat measurements at this control monument indicate possible
 LZ0056.vertical movement.
 LZ0056
 LZ0056.The geoid height was determined by GEOID03.
 LZ0056
 LZ0056.The dynamic height is computed by dividing the NAVD 88
 LZ0056.geopotential number by the normal gravity value computed on the
 LZ0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0056.degrees latitude (g = 980.6199 gals.).
 LZ0056
 LZ0056.The modeled gravity was interpolated from observed gravity values.
 LZ0056
 LZ0056;                    North         East    Units  Estimated Accuracy
 LZ0056;SPC PA N     -   180,210.      708,780.      MT  (+/- 180 meters Scaled)
 LZ0056
 LZ0056                          SUPERSEDED SURVEY CONTROL
 LZ0056
 LZ0056  NGVD 29 (??/??/92)  225.231  (m)          738.95   (f) ADJ UNCH    2 0
 LZ0056
 LZ0056.Superseded values are not recommended for survey control.
 LZ0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0056.See file dsdata.txt to determine how the superseded data were derived.
 LZ0056
 LZ0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM802265(NAD 83)
 LZ0056_MARKER: DB = BENCH MARK DISK
 LZ0056_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0056_SP_SET: BRIDGE ABUTMENT
 LZ0056_STAMPING: E 53 1934
 LZ0056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0056
 LZ0056  HISTORY     - Date     Condition        Report By
 LZ0056  HISTORY     - 1934     MONUMENTED       CGS
 LZ0056  HISTORY     - 1968     GOOD             NGS
 LZ0056  HISTORY     - 19920724 GOOD             USPSQD
 LZ0056
 LZ0056                          STATION DESCRIPTION
 LZ0056
 LZ0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0056'AT TOWANDA.
 LZ0056'AT TOWANDA, BRADFORD COUNTY, ON THE LEHIGH VALLEY RAILROAD, 350
 LZ0056'FEET SOUTH OF THE STATION, AT GIRDER BRIDGE 254 OVER SUSQUEHANNA
 LZ0056'RIVER, IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT, 4 FEET
 LZ0056'WEST OF THE WEST RAIL, AND ABOUT 1 FOOT LOWER THAN THE TOP OF
 LZ0056'THE RAIL.  A STANDARD DISK, STAMPED E 53 1934.
 LZ0056
 LZ0056                          STATION RECOVERY (1992)
 LZ0056
 LZ0056'RECOVERY NOTE BY US POWER SQUADRON 1992 (DEZ)
 LZ0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1765 ***********************************************************************
 LY1765  DESIGNATION -  E 54
 LY1765  PID         -  LY1765
 LY1765  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1765  USGS QUAD   -  THOMPSON (1994)
 LY1765
 LY1765                         *CURRENT SURVEY CONTROL
 LY1765  ___________________________________________________________________
 LY1765* NAD 83(1986)-  41 46 42.     (N)    075 30 08.     (W)     SCALED    
 LY1765* NAVD 88     -       573.691  (meters)    1882.18   (feet)  ADJUSTED  
 LY1765  ___________________________________________________________________
 LY1765  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 LY1765  DYNAMIC HT  -         573.460 (meters)    1881.43  (feet)  COMP
 LY1765  MODELED GRAV-     980,200.3   (mgal)                       NAVD 88
 LY1765
 LY1765  VERT ORDER  -  SECOND    CLASS 0
 LY1765
 LY1765.The horizontal coordinates were scaled from a topographic map and have
 LY1765.an estimated accuracy of +/- 6 seconds.
 LY1765
 LY1765.The orthometric height was determined by differential leveling
 LY1765.and adjusted by the National Geodetic Survey in June 1991..
 LY1765
 LY1765.The geoid height was determined by GEOID03.
 LY1765
 LY1765.The dynamic height is computed by dividing the NAVD 88
 LY1765.geopotential number by the normal gravity value computed on the
 LY1765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1765.degrees latitude (g = 980.6199 gals.).
 LY1765
 LY1765.The modeled gravity was interpolated from observed gravity values.
 LY1765
 LY1765;                    North         East    Units  Estimated Accuracy
 LY1765;SPC PA N     -   181,410.      786,850.      MT  (+/- 180 meters Scaled)
 LY1765
 LY1765                          SUPERSEDED SURVEY CONTROL
 LY1765
 LY1765  NGVD 29 (??/??/92)  573.852  (m)         1882.71   (f) ADJ UNCH    2 0
 LY1765
 LY1765.Superseded values are not recommended for survey control.
 LY1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1765.See file dsdata.txt to determine how the superseded data were derived.
 LY1765
 LY1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM582252(NAD 83)
 LY1765_MARKER: DB = BENCH MARK DISK
 LY1765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1765_STAMPING: E 54 1934
 LY1765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1765+STABILITY: SURFACE MOTION
 LY1765
 LY1765  HISTORY     - Date     Condition        Report By
 LY1765  HISTORY     - 1934     MONUMENTED       CGS
 LY1765
 LY1765                          STATION DESCRIPTION
 LY1765
 LY1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LY1765'0.5 MI S FROM BURNWOOD.
 LY1765'0.5 MILE SOUTH ALONG THE DELAWARE AND HUDSON RAILROAD FROM
 LY1765'BURNWOOD, ABOUT 200 FEET NORTH OF ERIE RAILROAD MILEPOST S 23,
 LY1765'45 FEET NORTH OF A POLE, 30 FEET EAST OF THE DELAWARE AND
 LY1765'HUDSON RAILROAD NORTH-BOUND TRACK, AND ABOUT 6 INCHES HIGHER
 LY1765'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED E 54 1934
 LY1765'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1343 ***********************************************************************
 LY1343  DESIGNATION -  E 56
 LY1343  PID         -  LY1343
 LY1343  STATE/COUNTY-  PA/LACKAWANNA
 LY1343  USGS QUAD   -  OLYPHANT (1994)
 LY1343
 LY1343                         *CURRENT SURVEY CONTROL
 LY1343  ___________________________________________________________________
 LY1343* NAD 83(1986)-  41 28 30.     (N)    075 34 31.     (W)     SCALED    
 LY1343* NAVD 88     -       250.476  (meters)     821.77   (feet)  ADJUSTED  
 LY1343  ___________________________________________________________________
 LY1343  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 LY1343  DYNAMIC HT  -         250.381 (meters)     821.46  (feet)  COMP
 LY1343  MODELED GRAV-     980,234.9   (mgal)                       NAVD 88
 LY1343
 LY1343  VERT ORDER  -  SECOND    CLASS 0
 LY1343
 LY1343.The horizontal coordinates were scaled from a topographic map and have
 LY1343.an estimated accuracy of +/- 6 seconds.
 LY1343
 LY1343.The orthometric height was determined by differential leveling
 LY1343.and adjusted by the National Geodetic Survey in June 1991..
 LY1343
 LY1343.The geoid height was determined by GEOID03.
 LY1343
 LY1343.The dynamic height is computed by dividing the NAVD 88
 LY1343.geopotential number by the normal gravity value computed on the
 LY1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1343.degrees latitude (g = 980.6199 gals.).
 LY1343
 LY1343.The modeled gravity was interpolated from observed gravity values.
 LY1343
 LY1343;                    North         East    Units  Estimated Accuracy
 LY1343;SPC PA N     -   147,580.      781,620.      MT  (+/- 180 meters Scaled)
 LY1343
 LY1343                          SUPERSEDED SURVEY CONTROL
 LY1343
 LY1343  NGVD 29 (??/??/92)  250.686  (m)          822.46   (f) ADJ UNCH    2 0
 LY1343
 LY1343.Superseded values are not recommended for survey control.
 LY1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1343.See file dsdata.txt to determine how the superseded data were derived.
 LY1343
 LY1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL519916(NAD 83)
 LY1343_MARKER: DB = BENCH MARK DISK
 LY1343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1343_SP_SET: BRIDGE
 LY1343_STAMPING: E 56 1934
 LY1343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1343
 LY1343  HISTORY     - Date     Condition        Report By
 LY1343  HISTORY     - 1934     MONUMENTED       CGS
 LY1343  HISTORY     - 1942     GOOD             NGS
 LY1343  HISTORY     - 1969     GOOD             NGS
 LY1343  HISTORY     - 20000601 GOOD             PADT
 LY1343  HISTORY     - 20060505 GOOD             INDIV
 LY1343
 LY1343                          STATION DESCRIPTION
 LY1343
 LY1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY1343'AT JESSUP-PECKVILLE.
 LY1343'AT JESSUP-PECKVILLE, LACKAWANNA COUNTY, 500 FEET SOUTH OF THE
 LY1343'DELAWARE AND HUDSON RAILROAD STATION, AT THE CORNER OF MOOSIC
 LY1343'AND DELAWARE STREETS, AT BRIDGE 67/23 OVER MOOSIC STREET, AND
 LY1343'IN THE NORTH END OF THE EAST BRIDGE SEAT.  A STANDARD DISK,
 LY1343'STAMPED E 56 1934.
 LY1343
 LY1343                          STATION RECOVERY (1969)
 LY1343
 LY1343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LY1343'RECOVERED IN GOOD CONDITION.
 LY1343
 LY1343                          STATION RECOVERY (2000)
 LY1343
 LY1343'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (MBJ)
 LY1343'RECOVERED IN GOOD CONDITION.
 LY1343
 LY1343                          STATION RECOVERY (2006)
 LY1343
 LY1343'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JKM)
 LY1343'RECOVERED IN GOOD CONDITION. CONTRARY TO THE DESCRIPTION, THE MARK IS
 LY1343'SET IN THE SOUTH END OF THE WEST BRIDGE SEAT.  THE BRIDGE IS LOCATED
 LY1343'NEAR THE INTERSECTION OF DELAWARE STREET AND CONSTITUTION AVENUE
 LY1343'(FORMERLY MOOSIC STREET) IN JESSUP.
 LY1343' 
 LY1343'HANDHELD GPS WAAS-CORRECTED COORDINATES FOR THE STATION ARE 41 28
 LY1343'31.44(N) 075 34 30.96(W).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1350 ***********************************************************************
 LY1350  DESIGNATION -  E 57
 LY1350  PID         -  LY1350
 LY1350  STATE/COUNTY-  PA/LUZERNE
 LY1350  USGS QUAD   -  KINGSTON (1983)
 LY1350
 LY1350                         *CURRENT SURVEY CONTROL
 LY1350  ___________________________________________________________________
 LY1350* NAD 83(1986)-  41 21 08.     (N)    075 58 41.     (W)     SCALED    
 LY1350* NAVD 88     -       386.521  (meters)    1268.11   (feet)  ADJUSTED  
 LY1350  ___________________________________________________________________
 LY1350  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 LY1350  DYNAMIC HT  -         386.362 (meters)    1267.59  (feet)  COMP
 LY1350  MODELED GRAV-     980,199.9   (mgal)                       NAVD 88
 LY1350
 LY1350  VERT ORDER  -  SECOND    CLASS 0
 LY1350
 LY1350.The horizontal coordinates were scaled from a topographic map and have
 LY1350.an estimated accuracy of +/- 6 seconds.
 LY1350
 LY1350.The orthometric height was determined by differential leveling
 LY1350.and adjusted by the National Geodetic Survey in June 1991..
 LY1350
 LY1350.The geoid height was determined by GEOID03.
 LY1350
 LY1350.The dynamic height is computed by dividing the NAVD 88
 LY1350.geopotential number by the normal gravity value computed on the
 LY1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1350.degrees latitude (g = 980.6199 gals.).
 LY1350
 LY1350.The modeled gravity was interpolated from observed gravity values.
 LY1350
 LY1350;                    North         East    Units  Estimated Accuracy
 LY1350;SPC PA N     -   133,180.      748,270.      MT  (+/- 180 meters Scaled)
 LY1350
 LY1350                          SUPERSEDED SURVEY CONTROL
 LY1350
 LY1350  NGVD 29 (??/??/92)  386.725  (m)         1268.78   (f) ADJ UNCH    2 0
 LY1350
 LY1350.Superseded values are not recommended for survey control.
 LY1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1350.See file dsdata.txt to determine how the superseded data were derived.
 LY1350
 LY1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL181783(NAD 83)
 LY1350_MARKER: DB = BENCH MARK DISK
 LY1350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1350_SP_SET: SIGNAL TOWER BASE
 LY1350_STAMPING: E 57 1934
 LY1350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1350
 LY1350  HISTORY     - Date     Condition        Report By
 LY1350  HISTORY     - 1934     MONUMENTED       CGS
 LY1350
 LY1350                          STATION DESCRIPTION
 LY1350
 LY1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LY1350'AT LEHMAN.
 LY1350'AT LEHMAN, ON THE LEHIGH VALLEY RAILROAD, 75 FEET SOUTH OF THE
 LY1350'STATION, 1,100 FEET SOUTH OF MILEPOST 189, 12 FEET SOUTH OF THE
 LY1350'CENTER OF A MACADAM ROAD CROSSING, AT A SIGNAL TOWER, IN THE
 LY1350'SOUTH END OF THE BASE, 8 FEET WEST OF THE CENTER LINE OF THE
 LY1350'TRACK, AND 1 FOOT HIGHER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1717 ***********************************************************************
 LY1717  DESIGNATION -  E 58
 LY1717  PID         -  LY1717
 LY1717  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1717  USGS QUAD   -  SPRINGVILLE (1969)
 LY1717
 LY1717                         *CURRENT SURVEY CONTROL
 LY1717  ___________________________________________________________________
 LY1717* NAD 83(1986)-  41 43 07.     (N)    075 54 46.     (W)     SCALED    
 LY1717* NAVD 88     -       426.203  (meters)    1398.30   (feet)  ADJUSTED  
 LY1717  ___________________________________________________________________
 LY1717  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 LY1717  DYNAMIC HT  -         426.039 (meters)    1397.76  (feet)  COMP
 LY1717  MODELED GRAV-     980,224.3   (mgal)                       NAVD 88
 LY1717
 LY1717  VERT ORDER  -  SECOND    CLASS 0
 LY1717
 LY1717.The horizontal coordinates were scaled from a topographic map and have
 LY1717.an estimated accuracy of +/- 6 seconds.
 LY1717
 LY1717.The orthometric height was determined by differential leveling
 LY1717.and adjusted by the National Geodetic Survey in June 1991..
 LY1717
 LY1717.The geoid height was determined by GEOID03.
 LY1717
 LY1717.The dynamic height is computed by dividing the NAVD 88
 LY1717.geopotential number by the normal gravity value computed on the
 LY1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1717.degrees latitude (g = 980.6199 gals.).
 LY1717
 LY1717.The modeled gravity was interpolated from observed gravity values.
 LY1717
 LY1717;                    North         East    Units  Estimated Accuracy
 LY1717;SPC PA N     -   173,970.      752,870.      MT  (+/- 180 meters Scaled)
 LY1717
 LY1717                          SUPERSEDED SURVEY CONTROL
 LY1717
 LY1717  NGVD 29 (??/??/92)  426.394  (m)         1398.93   (f) ADJ UNCH    2 0
 LY1717
 LY1717.Superseded values are not recommended for survey control.
 LY1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1717.See file dsdata.txt to determine how the superseded data were derived.
 LY1717
 LY1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM240189(NAD 83)
 LY1717_MARKER: DD = SURVEY DISK
 LY1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1717_STAMPING: E 58 1934
 LY1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1717+STABILITY: SURFACE MOTION
 LY1717
 LY1717  HISTORY     - Date     Condition        Report By
 LY1717  HISTORY     - 1934     MONUMENTED       PAGS
 LY1717  HISTORY     - 1934     GOOD             NGS
 LY1717
 LY1717                          STATION DESCRIPTION
 LY1717
 LY1717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LY1717'AT TYLER.
 LY1717'AT TYLER, SUSQUEHANNA COUNTY, ON THE LEHIGH VALLEY RAILROAD,
 LY1717'500 FEET SOUTH OF MILEPOST 223, 500 FEET WEST OF THE CENTERLINE
 LY1717'OF STATE HIGHWAY 29, 14 FEET SOUTH OF THE DIRT ROAD DIVIDING THE
 LY1717'EARL SHERMAN PROPERTY IN 1934, 12 FEET WEST OF THE CENTERLINE
 LY1717'OF THE TRACK, AND ABOUT 1 FOOT ABOVE THE TOP OF THE RAIL.  A
 LY1717'COMMONWEALTH OF PENNSYLVANIA STANDARD DISK, STAMPED E 58 1934
 LY1717'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 9 INCHES
 LY1717'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1117 ***********************************************************************
 LY1117  DESIGNATION -  E 59
 LY1117  PID         -  LY1117
 LY1117  STATE/COUNTY-  PA/MONROE
 LY1117  USGS QUAD   -  TOBYHANNA (1994)
 LY1117
 LY1117                         *CURRENT SURVEY CONTROL
 LY1117  ___________________________________________________________________
 LY1117* NAD 83(1986)-  41 10 33.     (N)    075 24 32.     (W)     SCALED    
 LY1117* NAVD 88     -       590.913  (meters)    1938.69   (feet)  ADJUSTED  
 LY1117  ___________________________________________________________________
 LY1117  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LY1117  DYNAMIC HT  -         590.616 (meters)    1937.71  (feet)  COMP
 LY1117  MODELED GRAV-     980,101.5   (mgal)                       NAVD 88
 LY1117
 LY1117  VERT ORDER  -  SECOND    CLASS 0
 LY1117
 LY1117.The horizontal coordinates were scaled from a topographic map and have
 LY1117.an estimated accuracy of +/- 6 seconds.
 LY1117
 LY1117.The orthometric height was determined by differential leveling
 LY1117.and adjusted by the National Geodetic Survey in June 1991..
 LY1117
 LY1117.The geoid height was determined by GEOID03.
 LY1117
 LY1117.The dynamic height is computed by dividing the NAVD 88
 LY1117.geopotential number by the normal gravity value computed on the
 LY1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1117.degrees latitude (g = 980.6199 gals.).
 LY1117
 LY1117.The modeled gravity was interpolated from observed gravity values.
 LY1117
 LY1117;                    North         East    Units  Estimated Accuracy
 LY1117;SPC PA N     -   114,730.      796,420.      MT  (+/- 180 meters Scaled)
 LY1117
 LY1117                          SUPERSEDED SURVEY CONTROL
 LY1117
 LY1117  NGVD 29 (??/??/92)  590.985  (m)         1938.92   (f) ADJ UNCH    2 0
 LY1117
 LY1117.Superseded values are not recommended for survey control.
 LY1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1117.See file dsdata.txt to determine how the superseded data were derived.
 LY1117
 LY1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL657583(NAD 83)
 LY1117_MARKER: DB = BENCH MARK DISK
 LY1117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1117_SP_SET: OVERPASS
 LY1117_STAMPING: E 59 1934
 LY1117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1117
 LY1117  HISTORY     - Date     Condition        Report By
 LY1117  HISTORY     - 1934     MONUMENTED       CGS
 LY1117  HISTORY     - 1956     GOOD             NGS
 LY1117
 LY1117                          STATION DESCRIPTION
 LY1117
 LY1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LY1117'0.4 MI SE FROM TOBYHANNA.
 LY1117'0.4 MILE SOUTHEAST ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 LY1117'RAILROAD FROM THE STATION AT TOBYHANNA, ON TOP OF THE WEST END
 LY1117'OF THE NORTH CONCRETE HEAD WALL OF AN OVERPASS OVER AN ASPHALT
 LY1117'ROAD, 8 RAILS WEST OF MILEPOST 107, 19 1/2 FEET NORTH OF THE
 LY1117'NORTH RAIL, 2.2 FEET EAST OF THE WEST END OF THE HEADWALL AND
 LY1117'1-FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2502 ***********************************************************************
 KW2502  DESIGNATION -  E 6 PADH
 KW2502  PID         -  KW2502
 KW2502  STATE/COUNTY-  PA/LANCASTER
 KW2502  USGS QUAD   -  COLUMBIA EAST (1995)
 KW2502
 KW2502                         *CURRENT SURVEY CONTROL
 KW2502  ___________________________________________________________________
 KW2502* NAD 83(1986)-  40 02 14.     (N)    076 26 53.     (W)     SCALED    
 KW2502* NAVD 88     -       111.246  (meters)     364.98   (feet)  ADJUSTED  
 KW2502  ___________________________________________________________________
 KW2502  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KW2502  DYNAMIC HT  -         111.188 (meters)     364.79  (feet)  COMP
 KW2502  MODELED GRAV-     980,104.8   (mgal)                       NAVD 88
 KW2502
 KW2502  VERT ORDER  -  FIRST     CLASS II
 KW2502
 KW2502.The horizontal coordinates were scaled from a topographic map and have
 KW2502.an estimated accuracy of +/- 6 seconds.
 KW2502
 KW2502.The orthometric height was determined by differential leveling
 KW2502.and adjusted by the National Geodetic Survey in June 1991..
 KW2502
 KW2502.The geoid height was determined by GEOID03.
 KW2502
 KW2502.The dynamic height is computed by dividing the NAVD 88
 KW2502.geopotential number by the normal gravity value computed on the
 KW2502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2502.degrees latitude (g = 980.6199 gals.).
 KW2502
 KW2502.The modeled gravity was interpolated from observed gravity values.
 KW2502
 KW2502;                    North         East    Units  Estimated Accuracy
 KW2502;SPC PA S     -    78,980.      711,110.      MT  (+/- 180 meters Scaled)
 KW2502
 KW2502                          SUPERSEDED SURVEY CONTROL
 KW2502
 KW2502  NGVD 29 (??/??/??)  111.496  (m)          365.80   (f) ADJUSTED    1 2
 KW2502
 KW2502.Superseded values are not recommended for survey control.
 KW2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2502.See file dsdata.txt to determine how the superseded data were derived.
 KW2502
 KW2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK764328(NAD 83)
 KW2502_MARKER: DD = SURVEY DISK
 KW2502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2502_SP_SET: CULVERT
 KW2502_STAMPING: E 6 1955
 KW2502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2502+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2004
 KW2502
 KW2502  HISTORY     - Date     Condition        Report By
 KW2502  HISTORY     - 1955     MONUMENTED       PADH
 KW2502  HISTORY     - 1955     GOOD             CGS
 KW2502  HISTORY     - 20040725 GOOD             GEOCAC
 KW2502
 KW2502                          STATION DESCRIPTION
 KW2502
 KW2502'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KW2502'1.25 MI W FROM MOUNTVILLE.
 KW2502'ABOUT 1.25 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE OVERPASS OVER
 KW2502'THE PENNSYLVANIA RAILROAD AT MOUNTVILLE, IN THE TOP OF NORTHEAST
 KW2502'END OF SOUTHWEST WING WALL OF AN 8 FOOT ARCHED CONCRETE CULVERT
 KW2502'OVER A CREEK BRANCH, 38 FEET SOUTH OF CENTERLINE OF HIGHWAY AND
 KW2502'ABOUT 7 FEET BELOW LEVEL OF HIGHWAY.
 KW2502
 KW2502                          STATION RECOVERY (2004)
 KW2502
 KW2502'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW2502'CONCRETE AROUND THE MARK IS SPALLING. MARK IS CURRENTLY STABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0016 ***********************************************************************
 MB0016  DESIGNATION -  E 61
 MB0016  PID         -  MB0016
 MB0016  STATE/COUNTY-  PA/CRAWFORD
 MB0016  USGS QUAD   -  LINESVILLE (1990)
 MB0016
 MB0016                         *CURRENT SURVEY CONTROL
 MB0016  ___________________________________________________________________
 MB0016* NAD 83(1986)-  41 37 38.     (N)    080 22 35.     (W)     SCALED    
 MB0016* NAVD 88     -       326.920  (meters)    1072.57   (feet)  ADJUSTED  
 MB0016  ___________________________________________________________________
 MB0016  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 MB0016  DYNAMIC HT  -         326.786 (meters)    1072.13  (feet)  COMP
 MB0016  MODELED GRAV-     980,205.1   (mgal)                       NAVD 88
 MB0016
 MB0016  VERT ORDER  -  SECOND    CLASS 0
 MB0016
 MB0016.The horizontal coordinates were scaled from a topographic map and have
 MB0016.an estimated accuracy of +/- 6 seconds.
 MB0016
 MB0016.The orthometric height was determined by differential leveling
 MB0016.and adjusted by the National Geodetic Survey in June 1991..
 MB0016
 MB0016.The geoid height was determined by GEOID03.
 MB0016
 MB0016.The dynamic height is computed by dividing the NAVD 88
 MB0016.geopotential number by the normal gravity value computed on the
 MB0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0016.degrees latitude (g = 980.6199 gals.).
 MB0016
 MB0016.The modeled gravity was interpolated from observed gravity values.
 MB0016
 MB0016;                    North         East    Units  Estimated Accuracy
 MB0016;SPC PA N     -   165,520.      381,180.      MT  (+/- 180 meters Scaled)
 MB0016
 MB0016                          SUPERSEDED SURVEY CONTROL
 MB0016
 MB0016  NGVD 29 (??/??/92)  327.087  (m)         1073.12   (f) ADJ UNCH    2 0
 MB0016
 MB0016.Superseded values are not recommended for survey control.
 MB0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0016.See file dsdata.txt to determine how the superseded data were derived.
 MB0016
 MB0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG519085(NAD 83)
 MB0016_MARKER: DB = BENCH MARK DISK
 MB0016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0016_SP_SET: PIER
 MB0016_STAMPING: E 61 1935
 MB0016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0016
 MB0016  HISTORY     - Date     Condition        Report By
 MB0016  HISTORY     - 1935     MONUMENTED       CGS
 MB0016  HISTORY     - 19970906 MARK NOT FOUND   USPSQD
 MB0016
 MB0016                          STATION DESCRIPTION
 MB0016
 MB0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MB0016'AT SHERMANSVILLE.
 MB0016'AT SHERMANSVILLE, 0.2 MILE SOUTH OF THE BESSEMER AND LAKE
 MB0016'ERIE RAILROAD STATION, 80 FEET NORTH OF MILEPOST CH 37, AT A
 MB0016'400-FOOT CONCRETE-AND-STEEL HIGHWAY OVERPASS, IN THE WEST WALL
 MB0016'OF THE THIRD EAST PIER, 17 FEET NORTH OF THE SOUTH END, 23
 MB0016'FEET EAST OF THE EAST RAIL, AND ABOUT 6 FEET HIGHER THAN THE
 MB0016'TRACK.  A STANDARD DISK, STAMPED E 61 1935 AND SET VERTICALLY.
 MB0016
 MB0016                          STATION RECOVERY (1997)
 MB0016
 MB0016'RECOVERY NOTE BY US POWER SQUADRON 1997
 MB0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0005 ***********************************************************************
 MB0005  DESIGNATION -  E 62
 MB0005  PID         -  MB0005
 MB0005  STATE/COUNTY-  PA/CRAWFORD
 MB0005  USGS QUAD   -  CONNEAUT LAKE (1990)
 MB0005
 MB0005                         *CURRENT SURVEY CONTROL
 MB0005  ___________________________________________________________________
 MB0005* NAD 83(1986)-  41 36 12.     (N)    080 17 58.     (W)     SCALED    
 MB0005* NAVD 88     -       329.462  (meters)    1080.91   (feet)  ADJUSTED  
 MB0005  ___________________________________________________________________
 MB0005  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 MB0005  DYNAMIC HT  -         329.327 (meters)    1080.47  (feet)  COMP
 MB0005  MODELED GRAV-     980,204.3   (mgal)                       NAVD 88
 MB0005
 MB0005  VERT ORDER  -  SECOND    CLASS 0
 MB0005
 MB0005.The horizontal coordinates were scaled from a topographic map and have
 MB0005.an estimated accuracy of +/- 6 seconds.
 MB0005
 MB0005.The orthometric height was determined by differential leveling
 MB0005.and adjusted by the National Geodetic Survey in June 1991..
 MB0005
 MB0005.The geoid height was determined by GEOID03.
 MB0005
 MB0005.The dynamic height is computed by dividing the NAVD 88
 MB0005.geopotential number by the normal gravity value computed on the
 MB0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0005.degrees latitude (g = 980.6199 gals.).
 MB0005
 MB0005.The modeled gravity was interpolated from observed gravity values.
 MB0005
 MB0005;                    North         East    Units  Estimated Accuracy
 MB0005;SPC PA N     -   162,680.      387,510.      MT  (+/- 180 meters Scaled)
 MB0005
 MB0005                          SUPERSEDED SURVEY CONTROL
 MB0005
 MB0005  NGVD 29 (??/??/92)  329.629  (m)         1081.46   (f) ADJ UNCH    2 0
 MB0005
 MB0005.Superseded values are not recommended for survey control.
 MB0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0005.See file dsdata.txt to determine how the superseded data were derived.
 MB0005
 MB0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG583059(NAD 83)
 MB0005_MARKER: DB = BENCH MARK DISK
 MB0005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0005_SP_SET: BRIDGE
 MB0005_STAMPING: E 62 1935
 MB0005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0005
 MB0005  HISTORY     - Date     Condition        Report By
 MB0005  HISTORY     - 1935     MONUMENTED       CGS
 MB0005  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 MB0005
 MB0005                          STATION DESCRIPTION
 MB0005
 MB0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MB0005'AT CONNEAUT LAKE.
 MB0005'AT CONNEAUT LAKE, 430 FEET WEST OF THE BESSEMER AND LAKE ERIE
 MB0005'RAILROAD STATION, AT THE CROSSING OF U.S. HIGHWAY 6, 20 FEET
 MB0005'NORTH OF THE CENTERLINE OF THE HIGHWAY, 18 FEET SOUTH OF THE
 MB0005'SOUTH RAIL, AT A CONCRETE BRIDGE OVER A CONNEAUT LAKE OUTLET,
 MB0005'AT THE NORTH WALL OF A PEDESTAL, IN THE NORTHEAST RAILING POST,
 MB0005'4 FEET LOWER THAN THE TRACK, ABOUT LEVEL WITH THE ROADWAY,
 MB0005'AND 6 INCHES LOWER THAN THE SIDEWALK.  A STANDARD DISK,
 MB0005'STAMPED E 62 1935 AND SET VERTICALLY.
 MB0005
 MB0005                          STATION RECOVERY (1988)
 MB0005
 MB0005'RECOVERY NOTE BY US POWER SQUADRON 1988 (WR)
 MB0005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0298 ***********************************************************************
 MB0298  DESIGNATION -  E 63
 MB0298  PID         -  MB0298
 MB0298  STATE/COUNTY-  PA/MERCER
 MB0298  USGS QUAD   -  MERCER (1990)
 MB0298
 MB0298                         *CURRENT SURVEY CONTROL
 MB0298  ___________________________________________________________________
 MB0298* NAD 83(1986)-  41 14 07.     (N)    080 13 07.     (W)     SCALED    
 MB0298* NAVD 88     -       338.307  (meters)    1109.93   (feet)  ADJUSTED  
 MB0298  ___________________________________________________________________
 MB0298  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 MB0298  DYNAMIC HT  -         338.154 (meters)    1109.43  (feet)  COMP
 MB0298  MODELED GRAV-     980,161.7   (mgal)                       NAVD 88
 MB0298
 MB0298  VERT ORDER  -  SECOND    CLASS 0
 MB0298
 MB0298.The horizontal coordinates were scaled from a topographic map and have
 MB0298.an estimated accuracy of +/- 6 seconds.
 MB0298
 MB0298.The orthometric height was determined by differential leveling
 MB0298.and adjusted by the National Geodetic Survey in June 1991..
 MB0298
 MB0298.The geoid height was determined by GEOID03.
 MB0298
 MB0298.The dynamic height is computed by dividing the NAVD 88
 MB0298.geopotential number by the normal gravity value computed on the
 MB0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0298.degrees latitude (g = 980.6199 gals.).
 MB0298
 MB0298.The modeled gravity was interpolated from observed gravity values.
 MB0298
 MB0298;                    North         East    Units  Estimated Accuracy
 MB0298;SPC PA N     -   121,620.      393,080.      MT  (+/- 180 meters Scaled)
 MB0298
 MB0298                          SUPERSEDED SURVEY CONTROL
 MB0298
 MB0298  NGVD 29 (??/??/92)  338.467  (m)         1110.45   (f) ADJ UNCH    2 0
 MB0298
 MB0298.Superseded values are not recommended for survey control.
 MB0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0298.See file dsdata.txt to determine how the superseded data were derived.
 MB0298
 MB0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF654651(NAD 83)
 MB0298_MARKER: DB = BENCH MARK DISK
 MB0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0298_STAMPING: E 63 1935
 MB0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0298+STABILITY: SURFACE MOTION
 MB0298
 MB0298  HISTORY     - Date     Condition        Report By
 MB0298  HISTORY     - 1935     MONUMENTED       CGS
 MB0298
 MB0298                          STATION DESCRIPTION
 MB0298
 MB0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MB0298'6.7 MI SE FROM FREDONIA.
 MB0298'6.7 MILES SOUTHEAST ALONG THE BESSEMER AND LAKE ERIE RAILROAD
 MB0298'FROM THE STATION AT FREDONIA, 370 FEET NORTH OF MILEPOST 39.5,
 MB0298'120 FEET SOUTH OF SWITCH TOWER 17 J, 56 FEET EAST OF THE
 MB0298'CENTERLINE OF A DIRT ROAD, 45 FEET WEST OF THE WEST RAIL, 11 FEET
 MB0298'SOUTH OF POLE 74+3, AND 3 FEET HIGHER THAN THE TRACK.  A STANDARD
 MB0298'DISK, STAMPED E 63 1935 AND SET IN THE TOP OF A CONCRETE POST
 MB0298'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0190 ***********************************************************************
 KY0190  DESIGNATION -  E 64
 KY0190  PID         -  KY0190
 KY0190  STATE/COUNTY-  PA/LAWRENCE
 KY0190  USGS QUAD   -  NEW CASTLE SOUTH (1990)
 KY0190
 KY0190                         *CURRENT SURVEY CONTROL
 KY0190  ___________________________________________________________________
 KY0190* NAD 83(1986)-  40 59 47.     (N)    080 20 49.     (W)     SCALED    
 KY0190* NAVD 88     -       245.692  (meters)     806.07   (feet)  ADJUSTED  
 KY0190  ___________________________________________________________________
 KY0190  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KY0190  DYNAMIC HT  -         245.575 (meters)     805.69  (feet)  COMP
 KY0190  MODELED GRAV-     980,143.9   (mgal)                       NAVD 88
 KY0190
 KY0190  VERT ORDER  -  SECOND    CLASS 0
 KY0190
 KY0190.The horizontal coordinates were scaled from a topographic map and have
 KY0190.an estimated accuracy of +/- 6 seconds.
 KY0190
 KY0190.The orthometric height was determined by differential leveling
 KY0190.and adjusted by the National Geodetic Survey in June 1991..
 KY0190
 KY0190.The geoid height was determined by GEOID03.
 KY0190
 KY0190.The dynamic height is computed by dividing the NAVD 88
 KY0190.geopotential number by the normal gravity value computed on the
 KY0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0190.degrees latitude (g = 980.6199 gals.).
 KY0190
 KY0190.The modeled gravity was interpolated from observed gravity values.
 KY0190
 KY0190;                    North         East    Units  Estimated Accuracy
 KY0190;SPC PA S     -   187,880.      381,520.      MT  (+/- 180 meters Scaled)
 KY0190
 KY0190                          SUPERSEDED SURVEY CONTROL
 KY0190
 KY0190  NGVD 29 (??/??/92)  245.84   (m)          806.6    (f) COMPUTED    2 0
 KY0190
 KY0190.Superseded values are not recommended for survey control.
 KY0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0190.See file dsdata.txt to determine how the superseded data were derived.
 KY0190
 KY0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF549385(NAD 83)
 KY0190_MARKER: DB = BENCH MARK DISK
 KY0190_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0190_SP_SET: ABUTMENT
 KY0190_STAMPING: E 64 1935
 KY0190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0190
 KY0190  HISTORY     - Date     Condition        Report By
 KY0190  HISTORY     - 1935     MONUMENTED       CGS
 KY0190  HISTORY     - 19970903 MARK NOT FOUND   USPSQD
 KY0190
 KY0190                          STATION DESCRIPTION
 KY0190
 KY0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KY0190'IN NEW CASTLE.
 KY0190'IN NEW CASTLE, ON JEFFERSON STREET BRIDGE, 1600 FEET EAST OF
 KY0190'POST OFFICE, ON EAST ABUTMENT, SOUTH SIDE, 30 FEET SOUTH OF
 KY0190'CENTER LINE OF STREET, LEVEL WITH GRADE OF STREET.
 KY0190
 KY0190                          STATION RECOVERY (1997)
 KY0190
 KY0190'RECOVERY NOTE BY US POWER SQUADRON 1997
 KY0190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0189 ***********************************************************************
 KY0189  DESIGNATION -  E 64 RESET
 KY0189  PID         -  KY0189
 KY0189  STATE/COUNTY-  PA/LAWRENCE
 KY0189  USGS QUAD   -  NEW CASTLE SOUTH (1990)
 KY0189
 KY0189                         *CURRENT SURVEY CONTROL
 KY0189  ___________________________________________________________________
 KY0189* NAD 83(1986)-  40 59 47.     (N)    080 20 49.     (W)     SCALED    
 KY0189* NAVD 88     -       244.80   (meters)     803.1    (feet)  RESET     
 KY0189  ___________________________________________________________________
 KY0189  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KY0189
 KY0189  VERT ORDER  -  THIRD
 KY0189
 KY0189.The horizontal coordinates were scaled from a topographic map and have
 KY0189.an estimated accuracy of +/- 6 seconds.
 KY0189
 KY0189.The orthometric height was computed from unverified reset data.
 KY0189
 KY0189.The geoid height was determined by GEOID03.
 KY0189
 KY0189;                    North         East    Units  Estimated Accuracy
 KY0189;SPC PA S     -   187,880.      381,520.      MT  (+/- 180 meters Scaled)
 KY0189
 KY0189                          SUPERSEDED SURVEY CONTROL
 KY0189
 KY0189  NGVD 29 (??/??/??)  244.95   (m)          803.6    (f) RESET       3  
 KY0189
 KY0189.Superseded values are not recommended for survey control.
 KY0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0189.See file dsdata.txt to determine how the superseded data were derived.
 KY0189
 KY0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF549385(NAD 83)
 KY0189_MARKER: DD = SURVEY DISK
 KY0189_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0189_SP_SET: ABUTMENT COPING
 KY0189_STAMPING: E 64 RESET 1954
 KY0189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0189
 KY0189  HISTORY     - Date     Condition        Report By
 KY0189  HISTORY     - 1954     MONUMENTED       PADT
 KY0189  HISTORY     - 19970903 MARK NOT FOUND   USPSQD
 KY0189
 KY0189                          STATION DESCRIPTION
 KY0189
 KY0189'DESCRIBED BY PA DEPT OF TRANSP 1954
 KY0189'AT NEW CASTLE.
 KY0189'AT NEW CASTLE, 1600 FEET EAST OF THE POST OFFICE, AT THE JEFFERSON
 KY0189'STREET BRIDGE, 50 FEET WEST OF THE CENTERLINE OF THE STREET,
 KY0189'IN THE COPING OF THE WEST ABUTMENT, AND ABOUT 6 FEET BELOW
 KY0189'STREET LEVEL.  A STANDARD DISK, STAMPED E 64 RESET 1954.
 KY0189
 KY0189                          STATION RECOVERY (1997)
 KY0189
 KY0189'RECOVERY NOTE BY US POWER SQUADRON 1997
 KY0189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1611 ***********************************************************************
 MA1611  DESIGNATION -  E 65
 MA1611  PID         -  MA1611
 MA1611  STATE/COUNTY-  PA/WARREN
 MA1611  USGS QUAD   -  COLUMBUS (1990)
 MA1611
 MA1611                         *CURRENT SURVEY CONTROL
 MA1611  ___________________________________________________________________
 MA1611* NAD 83(1986)-  41 56 21.     (N)    079 33 33.     (W)     SCALED    
 MA1611* NAVD 88     -       436.940  (meters)    1433.53   (feet)  ADJUSTED  
 MA1611  ___________________________________________________________________
 MA1611  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 MA1611  DYNAMIC HT  -         436.763 (meters)    1432.95  (feet)  COMP
 MA1611  MODELED GRAV-     980,203.4   (mgal)                       NAVD 88
 MA1611
 MA1611  VERT ORDER  -  SECOND    CLASS 0
 MA1611
 MA1611.The horizontal coordinates were scaled from a topographic map and have
 MA1611.an estimated accuracy of +/- 6 seconds.
 MA1611
 MA1611.The orthometric height was determined by differential leveling
 MA1611.and adjusted by the National Geodetic Survey in June 1991..
 MA1611
 MA1611.The geoid height was determined by GEOID03.
 MA1611
 MA1611.The dynamic height is computed by dividing the NAVD 88
 MA1611.geopotential number by the normal gravity value computed on the
 MA1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1611.degrees latitude (g = 980.6199 gals.).
 MA1611
 MA1611.The modeled gravity was interpolated from observed gravity values.
 MA1611
 MA1611;                    North         East    Units  Estimated Accuracy
 MA1611;SPC PA N     -   198,420.      449,980.      MT  (+/- 180 meters Scaled)
 MA1611
 MA1611                          SUPERSEDED SURVEY CONTROL
 MA1611
 MA1611  NGVD 29 (??/??/92)  437.087  (m)         1434.01   (f) ADJ UNCH    2 0
 MA1611
 MA1611.Superseded values are not recommended for survey control.
 MA1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1611.See file dsdata.txt to determine how the superseded data were derived.
 MA1611
 MA1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG194440(NAD 83)
 MA1611_MARKER: DB = BENCH MARK DISK
 MA1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1611_STAMPING: E 65 1935
 MA1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1611+STABILITY: SURFACE MOTION
 MA1611
 MA1611  HISTORY     - Date     Condition        Report By
 MA1611  HISTORY     - 1935     MONUMENTED       CGS
 MA1611
 MA1611                          STATION DESCRIPTION
 MA1611
 MA1611'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA1611'1 MI NE FROM COLUMBUS.
 MA1611'1.0 MILE NORTHEAST ALONG THE ERIE RAILROAD FROM THE STATION AT
 MA1611'COLUMBUS, WARREN COUNTY, 0.4 MILE SOUTHWEST OF MILEPOST 56, AT
 MA1611'SIGNAL-LIGHT TOWER 469.2, 68 FEET SOUTH OF THE SOUTH RAIL, AND
 MA1611'9 FEET NORTHEAST OF A TELEPHONE POLE.  A STANDARD DISK, STAMPED
 MA1611'E 65 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10
 MA1611'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0865 ***********************************************************************
 MA0865  DESIGNATION -  E 66
 MA0865  PID         -  MA0865
 MA0865  STATE/COUNTY-  PA/WARREN
 MA0865  USGS QUAD   -  CLARENDON (1977)
 MA0865
 MA0865                         *CURRENT SURVEY CONTROL
 MA0865  ___________________________________________________________________
 MA0865* NAD 83(1986)-  41 51 00.     (N)    079 02 09.     (W)     SCALED    
 MA0865* NAVD 88     -       372.635  (meters)    1222.55   (feet)  ADJUSTED  
 MA0865  ___________________________________________________________________
 MA0865  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 MA0865  DYNAMIC HT  -         372.486 (meters)    1222.06  (feet)  COMP
 MA0865  MODELED GRAV-     980,211.3   (mgal)                       NAVD 88
 MA0865
 MA0865  VERT ORDER  -  FIRST     CLASS II
 MA0865
 MA0865.The horizontal coordinates were scaled from a topographic map and have
 MA0865.an estimated accuracy of +/- 6 seconds.
 MA0865
 MA0865.The orthometric height was determined by differential leveling
 MA0865.and adjusted by the National Geodetic Survey in June 1991..
 MA0865
 MA0865.The geoid height was determined by GEOID03.
 MA0865
 MA0865.The dynamic height is computed by dividing the NAVD 88
 MA0865.geopotential number by the normal gravity value computed on the
 MA0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0865.degrees latitude (g = 980.6199 gals.).
 MA0865
 MA0865.The modeled gravity was interpolated from observed gravity values.
 MA0865
 MA0865;                    North         East    Units  Estimated Accuracy
 MA0865;SPC PA N     -   187,740.      493,220.      MT  (+/- 180 meters Scaled)
 MA0865
 MA0865                          SUPERSEDED SURVEY CONTROL
 MA0865
 MA0865  NGVD 29 (??/??/92)  372.801  (m)         1223.10   (f) ADJ UNCH    1 2
 MA0865
 MA0865.Superseded values are not recommended for survey control.
 MA0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0865.See file dsdata.txt to determine how the superseded data were derived.
 MA0865
 MA0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG630349(NAD 83)
 MA0865_MARKER: DB = BENCH MARK DISK
 MA0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0865_STAMPING: E 66 1935
 MA0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0865+STABILITY: SURFACE MOTION
 MA0865
 MA0865  HISTORY     - Date     Condition        Report By
 MA0865  HISTORY     - 1935     MONUMENTED       CGS
 MA0865  HISTORY     - 20020825 MARK NOT FOUND   USPSQD
 MA0865
 MA0865                          STATION DESCRIPTION
 MA0865
 MA0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0865'1 MI E FROM HEMLOCK.
 MA0865'1.0 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA0865'AT HEMLOCK, WARREN COUNTY, 0.5 MILE WEST OF MILEPOST 64-52, AT A
 MA0865'PRIVATE-ROAD CROSSING, 18 FEET NORTHEAST OF THE CENTER OF THE
 MA0865'CROSSING, 12 FEET EAST OF THE CENTER LINE OF THE ROAD, 15 FEET
 MA0865'NORTH OF THE CENTER LINE OF THE TRACK, AND LEVEL WITH THE TRACK.
 MA0865'A STANDARD DISK, STAMPED E 66 1935 AND SET IN THE TOP OF A
 MA0865'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 MA0865
 MA0865                          STATION RECOVERY (2002)
 MA0865
 MA0865'RECOVERY NOTE BY US POWER SQUADRON 2002 (DH)
 MA0865'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0893 ***********************************************************************
 MA0893  DESIGNATION -  E 67
 MA0893  PID         -  MA0893
 MA0893  STATE/COUNTY-  PA/WARREN
 MA0893  USGS QUAD   -  SHEFFIELD (1973)
 MA0893
 MA0893                         *CURRENT SURVEY CONTROL
 MA0893  ___________________________________________________________________
 MA0893* NAD 83(1986)-  41 44 10.     (N)    079 03 47.     (W)     SCALED    
 MA0893* NAVD 88     -       412.229  (meters)    1352.45   (feet)  ADJUSTED  
 MA0893  ___________________________________________________________________
 MA0893  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 MA0893  DYNAMIC HT  -         412.059 (meters)    1351.90  (feet)  COMP
 MA0893  MODELED GRAV-     980,197.4   (mgal)                       NAVD 88
 MA0893
 MA0893  VERT ORDER  -  SECOND    CLASS 0
 MA0893
 MA0893.The horizontal coordinates were scaled from a topographic map and have
 MA0893.an estimated accuracy of +/- 6 seconds.
 MA0893
 MA0893.The orthometric height was determined by differential leveling
 MA0893.and adjusted by the National Geodetic Survey in June 1991..
 MA0893
 MA0893.The geoid height was determined by GEOID03.
 MA0893
 MA0893.The dynamic height is computed by dividing the NAVD 88
 MA0893.geopotential number by the normal gravity value computed on the
 MA0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0893.degrees latitude (g = 980.6199 gals.).
 MA0893
 MA0893.The modeled gravity was interpolated from observed gravity values.
 MA0893
 MA0893;                    North         East    Units  Estimated Accuracy
 MA0893;SPC PA N     -   175,120.      490,770.      MT  (+/- 180 meters Scaled)
 MA0893
 MA0893                          SUPERSEDED SURVEY CONTROL
 MA0893
 MA0893  NGVD 29 (??/??/92)  412.378  (m)         1352.94   (f) ADJ UNCH    2 0
 MA0893
 MA0893.Superseded values are not recommended for survey control.
 MA0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0893.See file dsdata.txt to determine how the superseded data were derived.
 MA0893
 MA0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG610222(NAD 83)
 MA0893_MARKER: DB = BENCH MARK DISK
 MA0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0893_STAMPING: E 67 1935
 MA0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0893+STABILITY: SURFACE MOTION
 MA0893
 MA0893  HISTORY     - Date     Condition        Report By
 MA0893  HISTORY     - 1935     MONUMENTED       CGS
 MA0893  HISTORY     - 1950     MARK NOT FOUND   NGS
 MA0893
 MA0893                          STATION DESCRIPTION
 MA0893
 MA0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0893'3.4 MI SE FROM SAYBROOK.
 MA0893'ABOUT 3.4 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0893'THE STATION AT CLARENDON, WARREN COUNTY, ABOUT 75 FEET SOUTHEAST
 MA0893'OF MILEPOST 212-76, 28 FEET EAST OF THE CENTER OF A PRIVATE-ROAD
 MA0893'CROSSING, 11 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 24
 MA0893'FEET EAST OF THE EAST RAIL, AND ABOUT 2 FEET LOWER THAN THE
 MA0893'TRACK.  A STANDARD DISK, STAMPED E 67 1935 AND SET IN THE TOP
 MA0893'OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 MA0893
 MA0893                          STATION RECOVERY (1950)
 MA0893
 MA0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MA0893'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0945 ***********************************************************************
 LZ0945  DESIGNATION -  E 68
 LZ0945  PID         -  LZ0945
 LZ0945  STATE/COUNTY-  PA/LYCOMING
 LZ0945  USGS QUAD   -  COGAN STATION (1973)
 LZ0945
 LZ0945                         *CURRENT SURVEY CONTROL
 LZ0945  ___________________________________________________________________
 LZ0945* NAD 83(1986)-  41 18 54.     (N)    077 04 42.     (W)     SCALED    
 LZ0945* NAVD 88     -       179.459  (meters)     588.78   (feet)  ADJUSTED  
 LZ0945  ___________________________________________________________________
 LZ0945  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 LZ0945  DYNAMIC HT  -         179.382 (meters)     588.52  (feet)  COMP
 LZ0945  MODELED GRAV-     980,193.2   (mgal)                       NAVD 88
 LZ0945
 LZ0945  VERT ORDER  -  SECOND    CLASS 0
 LZ0945
 LZ0945.The horizontal coordinates were scaled from a topographic map and have
 LZ0945.an estimated accuracy of +/- 6 seconds.
 LZ0945
 LZ0945.The orthometric height was determined by differential leveling
 LZ0945.and adjusted by the National Geodetic Survey in June 1991..
 LZ0945.WARNING-Repeat measurements at this control monument indicate possible
 LZ0945.vertical movement.
 LZ0945
 LZ0945.The geoid height was determined by GEOID03.
 LZ0945
 LZ0945.The dynamic height is computed by dividing the NAVD 88
 LZ0945.geopotential number by the normal gravity value computed on the
 LZ0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0945.degrees latitude (g = 980.6199 gals.).
 LZ0945
 LZ0945.The modeled gravity was interpolated from observed gravity values.
 LZ0945
 LZ0945;                    North         East    Units  Estimated Accuracy
 LZ0945;SPC PA N     -   127,750.      656,240.      MT  (+/- 180 meters Scaled)
 LZ0945
 LZ0945                          SUPERSEDED SURVEY CONTROL
 LZ0945
 LZ0945  NGVD 29 (??/??/92)  179.673  (m)          589.48   (f) ADJ UNCH    2 0
 LZ0945
 LZ0945.Superseded values are not recommended for survey control.
 LZ0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0945.See file dsdata.txt to determine how the superseded data were derived.
 LZ0945
 LZ0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL260758(NAD 83)
 LZ0945_MARKER: DB = BENCH MARK DISK
 LZ0945_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0945_SP_SET: ABUTMENT
 LZ0945_STAMPING: E 68 1935
 LZ0945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0945
 LZ0945  HISTORY     - Date     Condition        Report By
 LZ0945  HISTORY     - 1935     MONUMENTED       CGS
 LZ0945  HISTORY     - 1968     GOOD             NGS
 LZ0945  HISTORY     - 1975     GOOD             PADT
 LZ0945
 LZ0945                          STATION DESCRIPTION
 LZ0945
 LZ0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0945'0.3 MI S FROM COGAN VALLEY.
 LZ0945'0.3 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LZ0945'AT COGAN VALLEY, LYCOMING COUNTY, ABOUT 1,000 FEET NORTH OF MILEPOST
 LZ0945'6, AT BRIDGE 6.23, IN THE TOP OF THE WEST SIDE OF THE NORTH
 LZ0945'ABUTMENT, 11 FEET WEST OF THE CENTER LINE OF THE TRACK, AND
 LZ0945'ABOUT 4-1/2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 LZ0945'DISK, STAMPED E 68 1935.
 LZ0945
 LZ0945                          STATION RECOVERY (1975)
 LZ0945
 LZ0945'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 LZ0945'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0461 ***********************************************************************
 LZ0461  DESIGNATION -  E 69
 LZ0461  PID         -  LZ0461
 LZ0461  STATE/COUNTY-  PA/SULLIVAN
 LZ0461  USGS QUAD   -  EAGLES MERE (1993)
 LZ0461
 LZ0461                         *CURRENT SURVEY CONTROL
 LZ0461  ___________________________________________________________________
 LZ0461* NAD 83(1986)-  41 28 46.     (N)    076 35 23.     (W)     SCALED    
 LZ0461* NAVD 88     -       322.391  (meters)    1057.71   (feet)  ADJUSTED  
 LZ0461  ___________________________________________________________________
 LZ0461  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 LZ0461  DYNAMIC HT  -         322.251 (meters)    1057.25  (feet)  COMP
 LZ0461  MODELED GRAV-     980,180.6   (mgal)                       NAVD 88
 LZ0461
 LZ0461  VERT ORDER  -  SECOND    CLASS 0
 LZ0461
 LZ0461.The horizontal coordinates were scaled from a topographic map and have
 LZ0461.an estimated accuracy of +/- 6 seconds.
 LZ0461
 LZ0461.The orthometric height was determined by differential leveling
 LZ0461.and adjusted by the National Geodetic Survey in June 1991..
 LZ0461
 LZ0461.The geoid height was determined by GEOID03.
 LZ0461
 LZ0461.The dynamic height is computed by dividing the NAVD 88
 LZ0461.geopotential number by the normal gravity value computed on the
 LZ0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0461.degrees latitude (g = 980.6199 gals.).
 LZ0461
 LZ0461.The modeled gravity was interpolated from observed gravity values.
 LZ0461
 LZ0461;                    North         East    Units  Estimated Accuracy
 LZ0461;SPC PA N     -   146,440.      696,900.      MT  (+/- 180 meters Scaled)
 LZ0461
 LZ0461                          SUPERSEDED SURVEY CONTROL
 LZ0461
 LZ0461  NGVD 29 (??/??/92)  322.567  (m)         1058.29   (f) ADJ UNCH    2 0
 LZ0461
 LZ0461.Superseded values are not recommended for survey control.
 LZ0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0461.See file dsdata.txt to determine how the superseded data were derived.
 LZ0461
 LZ0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL672932(NAD 83)
 LZ0461_MARKER: DB = BENCH MARK DISK
 LZ0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0461_STAMPING: E 69 1935
 LZ0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0461+STABILITY: SURFACE MOTION
 LZ0461
 LZ0461  HISTORY     - Date     Condition        Report By
 LZ0461  HISTORY     - 1935     MONUMENTED       CGS
 LZ0461
 LZ0461                          STATION DESCRIPTION
 LZ0461
 LZ0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0461'0.9 MI S FROM FORKSVILLE.
 LZ0461'0.9 MILE SOUTH ALONG STATE HIGHWAY 154 FROM FORKSVILLE,
 LZ0461'SULLIVAN COUNTY, 0.9 MILE SOUTH OF A COVERED BRIDGE OVER
 LZ0461'LOYALSOCK CREEK, 135 FEET NORTH OF A LARGE FLAT BOULDER, 36 FEET
 LZ0461'EAST OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT LOWER THAN
 LZ0461'THE GRADE.  A STANDARD DISK, STAMPED E 69 1935 AND SET IN THE
 LZ0461'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0049 ***********************************************************************
 JV0049  DESIGNATION -  E 7
 JV0049  PID         -  JV0049
 JV0049  STATE/COUNTY-  PA/LANCASTER
 JV0049  USGS QUAD   -  CONOWINGO DAM (1995)
 JV0049
 JV0049                         *CURRENT SURVEY CONTROL
 JV0049  ___________________________________________________________________
 JV0049* NAD 83(1986)-  39 43 25.     (N)    076 13 26.     (W)     SCALED    
 JV0049* NAVD 88     -        36.740  (meters)     120.54   (feet)  ADJUSTED  
 JV0049  ___________________________________________________________________
 JV0049  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JV0049  DYNAMIC HT  -          36.722 (meters)     120.48  (feet)  COMP
 JV0049  MODELED GRAV-     980,131.8   (mgal)                       NAVD 88
 JV0049
 JV0049  VERT ORDER  -  FIRST     CLASS II
 JV0049
 JV0049.The horizontal coordinates were scaled from a topographic map and have
 JV0049.an estimated accuracy of +/- 6 seconds.
 JV0049
 JV0049.The orthometric height was determined by differential leveling
 JV0049.and adjusted by the National Geodetic Survey in June 1991..
 JV0049
 JV0049.The geoid height was determined by GEOID03.
 JV0049
 JV0049.The dynamic height is computed by dividing the NAVD 88
 JV0049.geopotential number by the normal gravity value computed on the
 JV0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0049.degrees latitude (g = 980.6199 gals.).
 JV0049
 JV0049.The modeled gravity was interpolated from observed gravity values.
 JV0049
 JV0049;                    North         East    Units  Estimated Accuracy
 JV0049;SPC PA S     -    44,470.      730,840.      MT  (+/- 180 meters Scaled)
 JV0049
 JV0049                          SUPERSEDED SURVEY CONTROL
 JV0049
 JV0049  NGVD 29 (??/??/??)   36.993  (m)          121.37   (f) ADJUSTED    1 2
 JV0049
 JV0049.Superseded values are not recommended for survey control.
 JV0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0049.See file dsdata.txt to determine how the superseded data were derived.
 JV0049
 JV0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ951977(NAD 83)
 JV0049_MARKER: DB = BENCH MARK DISK
 JV0049_SETTING: 66 = SET IN ROCK OUTCROP
 JV0049_SP_SET: ROCK CUT
 JV0049_STAMPING: E 7 1955
 JV0049_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV0049+STABILITY: POSITION/ELEVATION WELL
 JV0049
 JV0049  HISTORY     - Date     Condition        Report By
 JV0049  HISTORY     - 1955     MONUMENTED       CGS
 JV0049
 JV0049                          STATION DESCRIPTION
 JV0049
 JV0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JV0049'10 MI SE FROM HOLTWOOD.
 JV0049'ABOUT 9.95 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 JV0049'THE CROSSING OF POWER PLANT ROAD AT HOLTWOOD, ABOUT 286 YARDS NORTH
 JV0049'OF THE MARYLAND-PENNSYLVANIA STATE LINE MARKED BY RAILROAD MARKER,
 JV0049'ABOUT 351 YARDS NORTH OF STATE LINE MARKED WITH PAINT ON FACE
 JV0049'OF ROCK, ABOUT 500 YARDS NORTH OF THE NORTH END OF A TUNNEL (THE
 JV0049'CENTER ONE OF THREE TUNNELS), ABOUT 60 YARDS NORTH OF THE EXTENDED
 JV0049'CENTER LINE OF A ROAD LEADING EAST AND UPHILL, SET VERTICALLY IN
 JV0049'THE WEST FACE OF A 30-FOOT HIGH ROCK CUT, 17 FEET EAST OF EAST RAIL,
 JV0049'50 YARDS NORTH OF SOUTH END OF CUT, ABOUT 3 1/2 FEET ABOVE BOTTOM
 JV0049'OF DITCH AND ABOUT 1 FOOT ABOVE LEVEL OF TRACK.  NOTE-- MARK IS
 JV0049'ABOUT 5.0 MILES NORTHWEST ALONG THE P.R.R. FROM THE STATION AT
 JV0049'CONOWINGO DAM, CECIL COUNTY, MARYLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0482 ***********************************************************************
 LZ0482  DESIGNATION -  E 70
 LZ0482  PID         -  LZ0482
 LZ0482  STATE/COUNTY-  PA/SULLIVAN
 LZ0482  USGS QUAD   -  HILLSGROVE (1995)
 LZ0482
 LZ0482                         *CURRENT SURVEY CONTROL
 LZ0482  ___________________________________________________________________
 LZ0482* NAD 83(1986)-  41 26 41.     (N)    076 41 54.     (W)     SCALED    
 LZ0482* NAVD 88     -       259.463  (meters)     851.25   (feet)  ADJUSTED  
 LZ0482  ___________________________________________________________________
 LZ0482  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LZ0482  DYNAMIC HT  -         259.352 (meters)     850.89  (feet)  COMP
 LZ0482  MODELED GRAV-     980,187.5   (mgal)                       NAVD 88
 LZ0482
 LZ0482  VERT ORDER  -  SECOND    CLASS 0
 LZ0482
 LZ0482.The horizontal coordinates were scaled from a topographic map and have
 LZ0482.an estimated accuracy of +/- 6 seconds.
 LZ0482
 LZ0482.The orthometric height was determined by differential leveling
 LZ0482.and adjusted by the National Geodetic Survey in June 1991..
 LZ0482
 LZ0482.The geoid height was determined by GEOID03.
 LZ0482
 LZ0482.The dynamic height is computed by dividing the NAVD 88
 LZ0482.geopotential number by the normal gravity value computed on the
 LZ0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0482.degrees latitude (g = 980.6199 gals.).
 LZ0482
 LZ0482.The modeled gravity was interpolated from observed gravity values.
 LZ0482
 LZ0482;                    North         East    Units  Estimated Accuracy
 LZ0482;SPC PA N     -   142,470.      687,880.      MT  (+/- 180 meters Scaled)
 LZ0482
 LZ0482                          SUPERSEDED SURVEY CONTROL
 LZ0482
 LZ0482  NGVD 29 (??/??/92)  259.645  (m)          851.85   (f) ADJ UNCH    2 0
 LZ0482
 LZ0482.Superseded values are not recommended for survey control.
 LZ0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0482.See file dsdata.txt to determine how the superseded data were derived.
 LZ0482
 LZ0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL581895(NAD 83)
 LZ0482_MARKER: DB = BENCH MARK DISK
 LZ0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0482_STAMPING: E 70 1935
 LZ0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0482+STABILITY: SURFACE MOTION
 LZ0482
 LZ0482  HISTORY     - Date     Condition        Report By
 LZ0482  HISTORY     - 1935     MONUMENTED       CGS
 LZ0482  HISTORY     - 1969     MARK NOT FOUND   USGS
 LZ0482
 LZ0482                          STATION DESCRIPTION
 LZ0482
 LZ0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0482'1.3 MI NE FROM HILLSGROVE.
 LZ0482'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 87 FROM HILLSGROVE, SULLIVAN
 LZ0482'COUNTY, 0.2 MILE EAST OF A WHITE TWO-STORY FARMHOUSE, 875 FEET
 LZ0482'EAST OF STATION 0+40, AT THE NORTHWEST CORNER OF A FENCED-IN PASTURE,
 LZ0482'30 FEET WEST OF AN 18-INCH MAPLE TREE, 19 FEET SOUTH OF THE CENTER
 LZ0482'LINE OF THE HIGHWAY, 3 FEET SOUTH OF THE WIRE FENCE PROPERTY-LINE,
 LZ0482'3 FEET SOUTHEAST OF THE NORTHWEST PASTURE CORNER, 2.5 FEET EAST
 LZ0482'OF THE WIRE FENCE PROPERTY-LINE, AND ABOUT 3 FEET HIGHER THAN
 LZ0482'THE GRADE.  A STANDARD DISK, STAMPED E 70 1935 AND SET IN THE
 LZ0482'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 LZ0482
 LZ0482                          STATION RECOVERY (1969)
 LZ0482
 LZ0482'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 LZ0482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1358 ***********************************************************************
 LZ1358  DESIGNATION -  E 73
 LZ1358  PID         -  LZ1358
 LZ1358  STATE/COUNTY-  PA/POTTER
 LZ1358  USGS QUAD   -  GALETON (1994)
 LZ1358
 LZ1358                         *CURRENT SURVEY CONTROL
 LZ1358  ___________________________________________________________________
 LZ1358* NAD 83(1986)-  41 42 08.     (N)    077 38 24.     (W)     SCALED    
 LZ1358* NAVD 88     -       467.969  (meters)    1535.33   (feet)  ADJUSTED  
 LZ1358  ___________________________________________________________________
 LZ1358  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 LZ1358  DYNAMIC HT  -         467.769 (meters)    1534.67  (feet)  COMP
 LZ1358  MODELED GRAV-     980,180.7   (mgal)                       NAVD 88
 LZ1358
 LZ1358  VERT ORDER  -  SECOND    CLASS 0
 LZ1358
 LZ1358.The horizontal coordinates were scaled from a topographic map and have
 LZ1358.an estimated accuracy of +/- 6 seconds.
 LZ1358
 LZ1358.The orthometric height was determined by differential leveling
 LZ1358.and adjusted by the National Geodetic Survey in June 1991..
 LZ1358
 LZ1358.The geoid height was determined by GEOID03.
 LZ1358
 LZ1358.The dynamic height is computed by dividing the NAVD 88
 LZ1358.geopotential number by the normal gravity value computed on the
 LZ1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1358.degrees latitude (g = 980.6199 gals.).
 LZ1358
 LZ1358.The modeled gravity was interpolated from observed gravity values.
 LZ1358
 LZ1358;                    North         East    Units  Estimated Accuracy
 LZ1358;SPC PA N     -   170,540.      609,160.      MT  (+/- 180 meters Scaled)
 LZ1358
 LZ1358                          SUPERSEDED SURVEY CONTROL
 LZ1358
 LZ1358  NGVD 29 (??/??/92)  468.104  (m)         1535.77   (f) ADJ UNCH    2 0
 LZ1358
 LZ1358.Superseded values are not recommended for survey control.
 LZ1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1358.See file dsdata.txt to determine how the superseded data were derived.
 LZ1358
 LZ1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM803200(NAD 83)
 LZ1358_MARKER: DB = BENCH MARK DISK
 LZ1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1358_STAMPING: E 73 1935
 LZ1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1358+STABILITY: SURFACE MOTION
 LZ1358
 LZ1358  HISTORY     - Date     Condition        Report By
 LZ1358  HISTORY     - 1935     MONUMENTED       CGS
 LZ1358
 LZ1358                          STATION DESCRIPTION
 LZ1358
 LZ1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ1358'2.4 MI S FROM GALETON.
 LZ1358'2.4 MILES SOUTH ALONG STATE HIGHWAY 144 FROM GALETON, AT HIGHWAY
 LZ1358'STATION 447+75, AT THE K. KOHLER PROPERTY, 40 FEET SOUTH OF THE
 LZ1358'CENTER LINE OF A DRIVEWAY TO A 2-STORY FRAME DWELLING, 33 FEET
 LZ1358'EAST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET NORTHWEST OF THE
 LZ1358'SOUTHWEST CORNER OF A 25- BY 30-FOOT UNFINISHED WOOD BARN, 6
 LZ1358'FEET NORTHEAST OF NORTHWEST CORNER OF A WIRE FENCE, AND 1 FOOT
 LZ1358'LOWER THAN THE ROADWAY.  SET IN THE TOP OF A CONCRETE POST
 LZ1358'PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0882 ***********************************************************************
 KX0882  DESIGNATION -  E 75
 KX0882  PID         -  KX0882
 KX0882  STATE/COUNTY-  PA/ARMSTRONG
 KX0882  USGS QUAD   -  TEMPLETON (1993)
 KX0882
 KX0882                         *CURRENT SURVEY CONTROL
 KX0882  ___________________________________________________________________
 KX0882* NAD 83(1986)-  40 55 23.     (N)    079 29 26.     (W)     SCALED    
 KX0882* NAVD 88     -       250.492  (meters)     821.82   (feet)  ADJUSTED  
 KX0882  ___________________________________________________________________
 KX0882  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KX0882  DYNAMIC HT  -         250.370 (meters)     821.42  (feet)  COMP
 KX0882  MODELED GRAV-     980,131.2   (mgal)                       NAVD 88
 KX0882
 KX0882  VERT ORDER  -  SECOND    CLASS 0
 KX0882
 KX0882.The horizontal coordinates were scaled from a topographic map and have
 KX0882.an estimated accuracy of +/- 6 seconds.
 KX0882
 KX0882.The orthometric height was determined by differential leveling
 KX0882.and adjusted by the National Geodetic Survey in June 1991..
 KX0882
 KX0882.The geoid height was determined by GEOID03.
 KX0882
 KX0882.The dynamic height is computed by dividing the NAVD 88
 KX0882.geopotential number by the normal gravity value computed on the
 KX0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0882.degrees latitude (g = 980.6199 gals.).
 KX0882
 KX0882.The modeled gravity was interpolated from observed gravity values.
 KX0882
 KX0882;                    North         East    Units  Estimated Accuracy
 KX0882;SPC PA S     -   177,960.      453,400.      MT  (+/- 180 meters Scaled)
 KX0882
 KX0882                          SUPERSEDED SURVEY CONTROL
 KX0882
 KX0882  NGVD 29 (??/??/92)  250.665  (m)          822.39   (f) ADJ UNCH    2 0
 KX0882
 KX0882.Superseded values are not recommended for survey control.
 KX0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0882.See file dsdata.txt to determine how the superseded data were derived.
 KX0882
 KX0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF270313(NAD 83)
 KX0882_MARKER: DB = BENCH MARK DISK
 KX0882_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0882_SP_SET: BRIDGE
 KX0882_STAMPING: E 75 1935
 KX0882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0882
 KX0882  HISTORY     - Date     Condition        Report By
 KX0882  HISTORY     - 1935     MONUMENTED       CGS
 KX0882
 KX0882                          STATION DESCRIPTION
 KX0882
 KX0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX0882'2 MI S FROM RIMERTON.
 KX0882'2.0 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0882'AT RIMERTON, ARMSTRONG COUNTY, AT CONCRETE BRIDGE NO. 57.46,
 KX0882'IN THE TOP OF THE NORTH END OF THE EAST COPING, 10 FEET EAST OF
 KX0882'THE CENTERLINE OF THE NORTHBOUND TRACK, AND 2.5 FEET BELOW THE
 KX0882'TOP OF THE RAIL.  A STANDARD DISK, STAMPED E 75 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0748 ***********************************************************************
 MA0748  DESIGNATION -  E 77
 MA0748  PID         -  MA0748
 MA0748  STATE/COUNTY-  PA/ELK
 MA0748  USGS QUAD   -  JAMES CITY (1966)
 MA0748
 MA0748                         *CURRENT SURVEY CONTROL
 MA0748  ___________________________________________________________________
 MA0748* NAD 83(1986)-  41 35 02.     (N)    078 50 22.     (W)     SCALED    
 MA0748* NAVD 88     -       610.657  (meters)    2003.46   (feet)  ADJUSTED  
 MA0748  ___________________________________________________________________
 MA0748  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 MA0748  DYNAMIC HT  -         610.387 (meters)    2002.58  (feet)  COMP
 MA0748  MODELED GRAV-     980,160.5   (mgal)                       NAVD 88
 MA0748
 MA0748  VERT ORDER  -  SECOND    CLASS 0
 MA0748
 MA0748.The horizontal coordinates were scaled from a topographic map and have
 MA0748.an estimated accuracy of +/- 6 seconds.
 MA0748
 MA0748.The orthometric height was determined by differential leveling
 MA0748.and adjusted by the National Geodetic Survey in June 1991..
 MA0748
 MA0748.The geoid height was determined by GEOID03.
 MA0748
 MA0748.The dynamic height is computed by dividing the NAVD 88
 MA0748.geopotential number by the normal gravity value computed on the
 MA0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0748.degrees latitude (g = 980.6199 gals.).
 MA0748
 MA0748.The modeled gravity was interpolated from observed gravity values.
 MA0748
 MA0748;                    North         East    Units  Estimated Accuracy
 MA0748;SPC PA N     -   157,960.      509,160.      MT  (+/- 180 meters Scaled)
 MA0748
 MA0748                          SUPERSEDED SURVEY CONTROL
 MA0748
 MA0748  NGVD 29 (??/??/92)  610.769  (m)         2003.83   (f) ADJ UNCH    2 0
 MA0748
 MA0748.Superseded values are not recommended for survey control.
 MA0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0748.See file dsdata.txt to determine how the superseded data were derived.
 MA0748
 MA0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG800058(NAD 83)
 MA0748_MARKER: DB = BENCH MARK DISK
 MA0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0748_STAMPING: E 77 1935
 MA0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0748+STABILITY: SURFACE MOTION
 MA0748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0748+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2005
 MA0748
 MA0748  HISTORY     - Date     Condition        Report By
 MA0748  HISTORY     - 1935     MONUMENTED       CGS
 MA0748  HISTORY     - 20010706 GOOD             INDIV
 MA0748  HISTORY     - 20050905 GOOD             GEOCAC
 MA0748
 MA0748                          STATION DESCRIPTION
 MA0748
 MA0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0748'0.2 MI SW FROM CARLSON.
 MA0748'ABOUT 0.2 MILE SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0748'FROM THE STATION AT CARLSON, ELK COUNTY, 30 FEET EAST OF POLE
 MA0748'144+37, ABOUT 51 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD,
 MA0748'15 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 1 FOOT LOWER THAN THE
 MA0748'TRACK.  A STANDARD DISK, STAMPED E 77 1935 AND SET IN THE TOP
 MA0748'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 MA0748
 MA0748                          STATION RECOVERY (2001)
 MA0748
 MA0748'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (MJT)
 MA0748'RECOVERED AS DESCRIBED
 MA0748
 MA0748                          STATION RECOVERY (2005)
 MA0748
 MA0748'RECOVERY NOTE BY GEOCACHING 2005 (JWH)
 MA0748'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0786 ***********************************************************************
 MA0786  DESIGNATION -  E 78
 MA0786  PID         -  MA0786
 MA0786  STATE/COUNTY-  PA/FOREST
 MA0786  USGS QUAD   -  RUSSELL CITY (1983)
 MA0786
 MA0786                         *CURRENT SURVEY CONTROL
 MA0786  ___________________________________________________________________
 MA0786* NAD 83(1986)-  41 36 53.     (N)    078 58 38.     (W)     SCALED    
 MA0786* NAVD 88     -       433.794  (meters)    1423.21   (feet)  ADJUSTED  
 MA0786  ___________________________________________________________________
 MA0786  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 MA0786  DYNAMIC HT  -         433.606 (meters)    1422.59  (feet)  COMP
 MA0786  MODELED GRAV-     980,176.6   (mgal)                       NAVD 88
 MA0786
 MA0786  VERT ORDER  -  SECOND    CLASS 0
 MA0786
 MA0786.The horizontal coordinates were scaled from a topographic map and have
 MA0786.an estimated accuracy of +/- 6 seconds.
 MA0786
 MA0786.The orthometric height was determined by differential leveling
 MA0786.and adjusted by the National Geodetic Survey in June 1991..
 MA0786
 MA0786.The geoid height was determined by GEOID03.
 MA0786
 MA0786.The dynamic height is computed by dividing the NAVD 88
 MA0786.geopotential number by the normal gravity value computed on the
 MA0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0786.degrees latitude (g = 980.6199 gals.).
 MA0786
 MA0786.The modeled gravity was interpolated from observed gravity values.
 MA0786
 MA0786;                    North         East    Units  Estimated Accuracy
 MA0786;SPC PA N     -   161,540.      497,720.      MT  (+/- 180 meters Scaled)
 MA0786
 MA0786                          SUPERSEDED SURVEY CONTROL
 MA0786
 MA0786  NGVD 29 (??/??/92)  433.925  (m)         1423.64   (f) ADJ UNCH    2 0
 MA0786
 MA0786.Superseded values are not recommended for survey control.
 MA0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0786.See file dsdata.txt to determine how the superseded data were derived.
 MA0786
 MA0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG685089(NAD 83)
 MA0786_MARKER: DB = BENCH MARK DISK
 MA0786_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0786_SP_SET: BRIDGE
 MA0786_STAMPING: E 78 1935
 MA0786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0786
 MA0786  HISTORY     - Date     Condition        Report By
 MA0786  HISTORY     - 1935     MONUMENTED       CGS
 MA0786  HISTORY     - 1950     GOOD             NGS
 MA0786  HISTORY     - 20040817 MARK NOT FOUND   USPSQD
 MA0786
 MA0786                          STATION DESCRIPTION
 MA0786
 MA0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0786'AT BROOKSTON.
 MA0786'AT BROOKSTON, FOREST COUNTY, ON THE TIONESTA VALLEY RAILWAY,
 MA0786'ABOUT 0.2 MILE SOUTH OF THE SITE OF AN OLD POST OFFICE, AT A
 MA0786'DIRT-ROAD CROSSING, AT A BRIDGE OVER A STREAM, IN THE TOP OF
 MA0786'THE SOUTHWEST WING WALL, 32 FEET SOUTH OF THE SOUTH CORNER OF
 MA0786'AN OLD BARN, ABOUT 150 FEET EAST OF THE CENTER LINE OF THE TRACK,
 MA0786'12 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 12 FEET
 MA0786'LOWER THAN THE TRACK, AND ABOUT FLUSH WITH THE GROUND.  A
 MA0786'STANDARD DISK, STAMPED E 78 1935.
 MA0786
 MA0786                          STATION RECOVERY (1950)
 MA0786
 MA0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MA0786'RECOVERED IN GOOD CONDITION.
 MA0786
 MA0786                          STATION RECOVERY (2004)
 MA0786
 MA0786'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0786'BRIDGE HAS BEEN REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1130 ***********************************************************************
 LZ1130  DESIGNATION -  E 79
 LZ1130  PID         -  LZ1130
 LZ1130  STATE/COUNTY-  PA/LYCOMING
 LZ1130  USGS QUAD   -  LINDEN (1973)
 LZ1130
 LZ1130                         *CURRENT SURVEY CONTROL
 LZ1130  ___________________________________________________________________
 LZ1130* NAD 83(1986)-  41 13 26.     (N)    077 13 28.     (W)     SCALED    
 LZ1130* NAVD 88     -       162.388  (meters)     532.77   (feet)  ADJUSTED  
 LZ1130  ___________________________________________________________________
 LZ1130  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 LZ1130  DYNAMIC HT  -         162.316 (meters)     532.53  (feet)  COMP
 LZ1130  MODELED GRAV-     980,177.4   (mgal)                       NAVD 88
 LZ1130
 LZ1130  VERT ORDER  -  SECOND    CLASS 0
 LZ1130
 LZ1130.The horizontal coordinates were scaled from a topographic map and have
 LZ1130.an estimated accuracy of +/- 6 seconds.
 LZ1130
 LZ1130.The orthometric height was determined by differential leveling
 LZ1130.and adjusted by the National Geodetic Survey in June 1991..
 LZ1130
 LZ1130.The geoid height was determined by GEOID03.
 LZ1130
 LZ1130.The dynamic height is computed by dividing the NAVD 88
 LZ1130.geopotential number by the normal gravity value computed on the
 LZ1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1130.degrees latitude (g = 980.6199 gals.).
 LZ1130
 LZ1130.The modeled gravity was interpolated from observed gravity values.
 LZ1130
 LZ1130;                    North         East    Units  Estimated Accuracy
 LZ1130;SPC PA N     -   117,540.      644,070.      MT  (+/- 180 meters Scaled)
 LZ1130
 LZ1130                          SUPERSEDED SURVEY CONTROL
 LZ1130
 LZ1130  NGVD 29 (??/??/92)  162.595  (m)          533.45   (f) ADJ UNCH    2 0
 LZ1130
 LZ1130.Superseded values are not recommended for survey control.
 LZ1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1130.See file dsdata.txt to determine how the superseded data were derived.
 LZ1130
 LZ1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL135659(NAD 83)
 LZ1130_MARKER: DB = BENCH MARK DISK
 LZ1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1130_STAMPING: E 79 1935
 LZ1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1130+STABILITY: SURFACE MOTION
 LZ1130
 LZ1130  HISTORY     - Date     Condition        Report By
 LZ1130  HISTORY     - 1935     MONUMENTED       CGS
 LZ1130  HISTORY     - 1941     POOR             NGS
 LZ1130
 LZ1130                          STATION DESCRIPTION
 LZ1130
 LZ1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ1130'2.3 MI NE FROM JERSEY SHORE.
 LZ1130'ABOUT 2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 220 FROM THE
 LZ1130'JUNCTION OF STATE HIGHWAY 44 AT JERSEY SHORE, LYCOMING COUNTY,
 LZ1130'THENCE ABOUT 0.4 MILE NORTH ALONG STATE HIGHWAY 84, ABOUT 72
 LZ1130'FEET SOUTH OF A 20-FOOT CONCRETE-SLAB BRIDGE OVER A STREAM, 33
 LZ1130'FEET NORTH OF BELL TELEPHONE CO. OF PENNSYLVANIA POLE 18, 18
 LZ1130'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT ONE-HALF
 LZ1130'FOOT LOWER THAN THE ROADWAY.  A STANDARD DISK, STAMPED E 79 1935
 LZ1130'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 LZ1130'ABOVE GROUND.  NOTE-- THE MARK IS BROKEN OFF BELOW THE  SURFACE
 LZ1130'AND LOOSE.
 LZ1130
 LZ1130                          STATION RECOVERY (1941)
 LZ1130
 LZ1130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LZ1130'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0816 ***********************************************************************
 LZ0816  DESIGNATION -  E 80
 LZ0816  PID         -  LZ0816
 LZ0816  STATE/COUNTY-  PA/TIOGA
 LZ0816  USGS QUAD   -  LIBERTY (1986)
 LZ0816
 LZ0816                         *CURRENT SURVEY CONTROL
 LZ0816  ___________________________________________________________________
 LZ0816* NAD 83(1986)-  41 32 30.     (N)    077 07 11.     (W)     SCALED    
 LZ0816* NAVD 88     -       456.993  (meters)    1499.32   (feet)  ADJUSTED  
 LZ0816  ___________________________________________________________________
 LZ0816  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 LZ0816  DYNAMIC HT  -         456.787 (meters)    1498.64  (feet)  COMP
 LZ0816  MODELED GRAV-     980,157.3   (mgal)                       NAVD 88
 LZ0816
 LZ0816  VERT ORDER  -  SECOND    CLASS 0
 LZ0816
 LZ0816.The horizontal coordinates were scaled from a topographic map and have
 LZ0816.an estimated accuracy of +/- 6 seconds.
 LZ0816
 LZ0816.The orthometric height was determined by differential leveling
 LZ0816.and adjusted by the National Geodetic Survey in June 1991..
 LZ0816
 LZ0816.The geoid height was determined by GEOID03.
 LZ0816
 LZ0816.The dynamic height is computed by dividing the NAVD 88
 LZ0816.geopotential number by the normal gravity value computed on the
 LZ0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0816.degrees latitude (g = 980.6199 gals.).
 LZ0816
 LZ0816.The modeled gravity was interpolated from observed gravity values.
 LZ0816
 LZ0816;                    North         East    Units  Estimated Accuracy
 LZ0816;SPC PA N     -   152,890.      652,590.      MT  (+/- 180 meters Scaled)
 LZ0816
 LZ0816                          SUPERSEDED SURVEY CONTROL
 LZ0816
 LZ0816  NGVD 29 (??/??/92)  457.17   (m)         1499.9    (f) COMPUTED    2 0
 LZ0816
 LZ0816.Superseded values are not recommended for survey control.
 LZ0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0816.See file dsdata.txt to determine how the superseded data were derived.
 LZ0816
 LZ0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM231010(NAD 83)
 LZ0816_MARKER: DB = BENCH MARK DISK
 LZ0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0816_STAMPING: E 80 1935
 LZ0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0816+STABILITY: SURFACE MOTION
 LZ0816
 LZ0816  HISTORY     - Date     Condition        Report By
 LZ0816  HISTORY     - 1935     MONUMENTED       CGS
 LZ0816  HISTORY     - 1968     GOOD             NGS
 LZ0816
 LZ0816                          STATION DESCRIPTION
 LZ0816
 LZ0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0816'1.5 MI S FROM LIBERTY.
 LZ0816'1.5 MILES SOUTH ALONG U.S. HIGHWAY 15 FROM LIBERTY, TIOGA
 LZ0816'COUNTY, AT STATION 7/26+10, ABOUT 325 FEET NORTH OF THE NORTH
 LZ0816'END OF A 1-STORY FRAME CABIN, 31 FEET EAST OF THE CENTER LINE
 LZ0816'OF THE HIGHWAY, 7 FEET EAST OF A WIRE FENCE, AND ABOUT 4 FEET
 LZ0816'HIGHER THAN THE ROADWAY.  A STANDARD DISK, STAMPED E 80 1935 AND
 LZ0816'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES
 LZ0816'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0567 ***********************************************************************
 LZ0567  DESIGNATION -  E 81
 LZ0567  PID         -  LZ0567
 LZ0567  STATE/COUNTY-  PA/BRADFORD
 LZ0567  USGS QUAD   -  EAST TROY (1969)
 LZ0567
 LZ0567                         *CURRENT SURVEY CONTROL
 LZ0567  ___________________________________________________________________
 LZ0567* NAD 83(1986)-  41 45 46.     (N)    076 42 07.     (W)     SCALED    
 LZ0567* NAVD 88     -       289.748  (meters)     950.61   (feet)  ADJUSTED  
 LZ0567  ___________________________________________________________________
 LZ0567  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 LZ0567  DYNAMIC HT  -         289.630 (meters)     950.23  (feet)  COMP
 LZ0567  MODELED GRAV-     980,208.6   (mgal)                       NAVD 88
 LZ0567
 LZ0567  VERT ORDER  -  SECOND    CLASS 0
 LZ0567
 LZ0567.The horizontal coordinates were scaled from a topographic map and have
 LZ0567.an estimated accuracy of +/- 6 seconds.
 LZ0567
 LZ0567.The orthometric height was determined by differential leveling
 LZ0567.and adjusted by the National Geodetic Survey in June 1991..
 LZ0567
 LZ0567.The geoid height was determined by GEOID03.
 LZ0567
 LZ0567.The dynamic height is computed by dividing the NAVD 88
 LZ0567.geopotential number by the normal gravity value computed on the
 LZ0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0567.degrees latitude (g = 980.6199 gals.).
 LZ0567
 LZ0567.The modeled gravity was interpolated from observed gravity values.
 LZ0567
 LZ0567;                    North         East    Units  Estimated Accuracy
 LZ0567;SPC PA N     -   177,780.      687,150.      MT  (+/- 180 meters Scaled)
 LZ0567
 LZ0567                          SUPERSEDED SURVEY CONTROL
 LZ0567
 LZ0567  NGVD 29 (??/??/92)  289.915  (m)          951.16   (f) ADJ UNCH    2 0
 LZ0567
 LZ0567.Superseded values are not recommended for survey control.
 LZ0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0567.See file dsdata.txt to determine how the superseded data were derived.
 LZ0567
 LZ0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM585248(NAD 83)
 LZ0567_MARKER: DB = BENCH MARK DISK
 LZ0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0567_STAMPING: E 81 1935
 LZ0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0567+STABILITY: SURFACE MOTION
 LZ0567
 LZ0567  HISTORY     - Date     Condition        Report By
 LZ0567  HISTORY     - 1935     MONUMENTED       CGS
 LZ0567
 LZ0567                          STATION DESCRIPTION
 LZ0567
 LZ0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0567'1.4 MI W FROM WEST BURLINGTON.
 LZ0567'1.4 MILES EAST ALONG U.S. HIGHWAY 6 FROM A SCHOOL AT WEST
 LZ0567'BURLINGTON, BRADFORD COUNTY, AT STATION 5/76+60, ABOUT 350 FEET
 LZ0567'WEST OF THE WEST END OF A CEMETERY, AT THE JUNCTION OF A DIRT
 LZ0567'ROAD LEADING TO A FARMHOUSE, 39 FEET NORTH OF THE CENTER LINE
 LZ0567'OF THE HIGHWAY, 33 FEET WEST OF THE CENTER LINE OF THE ROAD, 21
 LZ0567'FEET SOUTHWEST OF A 30-INCH ELM TREE, 15 FEET NORTHWEST OF A
 LZ0567'30-INCH APPLE TREE, AND ABOUT 1-1/2 FEET HIGHER THAN THE ROADWAY.
 LZ0567'A STANDARD DISK, STAMPED E 81 1935 AND SET IN THE TOP OF A
 LZ0567'CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0602 ***********************************************************************
 LZ0602  DESIGNATION -  E 82
 LZ0602  PID         -  LZ0602
 LZ0602  STATE/COUNTY-  PA/BRADFORD
 LZ0602  USGS QUAD   -  LEROY (1983)
 LZ0602
 LZ0602                         *CURRENT SURVEY CONTROL
 LZ0602  ___________________________________________________________________
 LZ0602* NAD 83(1986)-  41 38 36.     (N)    076 41 16.     (W)     SCALED    
 LZ0602* NAVD 88     -       630.157  (meters)    2067.44   (feet)  ADJUSTED  
 LZ0602  ___________________________________________________________________
 LZ0602  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 LZ0602  DYNAMIC HT  -         629.883 (meters)    2066.54  (feet)  COMP
 LZ0602  MODELED GRAV-     980,167.3   (mgal)                       NAVD 88
 LZ0602
 LZ0602  VERT ORDER  -  SECOND    CLASS 0
 LZ0602
 LZ0602.The horizontal coordinates were scaled from a topographic map and have
 LZ0602.an estimated accuracy of +/- 6 seconds.
 LZ0602
 LZ0602.The orthometric height was determined by differential leveling
 LZ0602.and adjusted by the National Geodetic Survey in June 1991..
 LZ0602
 LZ0602.The geoid height was determined by GEOID03.
 LZ0602
 LZ0602.The dynamic height is computed by dividing the NAVD 88
 LZ0602.geopotential number by the normal gravity value computed on the
 LZ0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0602.degrees latitude (g = 980.6199 gals.).
 LZ0602
 LZ0602.The modeled gravity was interpolated from observed gravity values.
 LZ0602
 LZ0602;                    North         East    Units  Estimated Accuracy
 LZ0602;SPC PA N     -   164,530.      688,490.      MT  (+/- 180 meters Scaled)
 LZ0602
 LZ0602                          SUPERSEDED SURVEY CONTROL
 LZ0602
 LZ0602  NGVD 29 (??/??/92)  630.347  (m)         2068.06   (f) ADJ UNCH    2 0
 LZ0602
 LZ0602.Superseded values are not recommended for survey control.
 LZ0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0602.See file dsdata.txt to determine how the superseded data were derived.
 LZ0602
 LZ0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM594115(NAD 83)
 LZ0602_MARKER: DB = BENCH MARK DISK
 LZ0602_SETTING: 66 = SET IN ROCK OUTCROP
 LZ0602_SP_SET: ROCK OUTCROP
 LZ0602_STAMPING: E 82 1935
 LZ0602_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ0602+STABILITY: POSITION/ELEVATION WELL
 LZ0602
 LZ0602  HISTORY     - Date     Condition        Report By
 LZ0602  HISTORY     - 1935     MONUMENTED       CGS
 LZ0602
 LZ0602                          STATION DESCRIPTION
 LZ0602
 LZ0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0602'3.2 MI NW FROM LAQUIN.
 LZ0602'3.2 MILES NORTHWEST ALONG TRUCK TRAIL 1 FROM THE SUSQUEHANNA
 LZ0602'AND NEW YORK RAILROAD STATION AT LAQUIN, BRADFORD COUNTY, ABOUT
 LZ0602'100 YARDS WEST OF A 6-INCH MAPLE TREE PAINTED 174/83, ABOUT 70
 LZ0602'YARDS NORTH OF THE CENTER LINE OF THE TRAIL, AT THE TOP OF A HILL,
 LZ0602'AT THE HIGHEST ROCK OUTCROP, IN THE TOP OF A HIGH POINT AT THE
 LZ0602'SOUTH EDGE, AND 24 FEET WEST OF A TRIANGULAR BOULDER.  A STANDARD
 LZ0602'DISK, STAMPED E 82 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0331 ***********************************************************************
 MB0331  DESIGNATION -  E 85
 MB0331  PID         -  MB0331
 MB0331  STATE/COUNTY-  PA/MERCER
 MB0331  USGS QUAD   -  NEW LEBANON (1987)
 MB0331
 MB0331                         *CURRENT SURVEY CONTROL
 MB0331  ___________________________________________________________________
 MB0331* NAD 83(1986)-  41 28 18.     (N)    080 01 06.     (W)     SCALED    
 MB0331* NAVD 88     -       318.390  (meters)    1044.58   (feet)  ADJUSTED  
 MB0331  ___________________________________________________________________
 MB0331  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 MB0331  DYNAMIC HT  -         318.254 (meters)    1044.14  (feet)  COMP
 MB0331  MODELED GRAV-     980,186.4   (mgal)                       NAVD 88
 MB0331
 MB0331  VERT ORDER  -  SECOND    CLASS 0
 MB0331
 MB0331.The horizontal coordinates were scaled from a topographic map and have
 MB0331.an estimated accuracy of +/- 6 seconds.
 MB0331
 MB0331.The orthometric height was determined by differential leveling
 MB0331.and adjusted by the National Geodetic Survey in June 1991..
 MB0331
 MB0331.The geoid height was determined by GEOID03.
 MB0331
 MB0331.The dynamic height is computed by dividing the NAVD 88
 MB0331.geopotential number by the normal gravity value computed on the
 MB0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0331.degrees latitude (g = 980.6199 gals.).
 MB0331
 MB0331.The modeled gravity was interpolated from observed gravity values.
 MB0331
 MB0331;                    North         East    Units  Estimated Accuracy
 MB0331;SPC PA N     -   147,410.      410,550.      MT  (+/- 180 meters Scaled)
 MB0331
 MB0331                          SUPERSEDED SURVEY CONTROL
 MB0331
 MB0331  NGVD 29 (??/??/92)  318.569  (m)         1045.17   (f) ADJ UNCH    2 0
 MB0331
 MB0331.Superseded values are not recommended for survey control.
 MB0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0331.See file dsdata.txt to determine how the superseded data were derived.
 MB0331
 MB0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF819915(NAD 83)
 MB0331_MARKER: DB = BENCH MARK DISK
 MB0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0331_STAMPING: E 85 1935
 MB0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0331+STABILITY: SURFACE MOTION
 MB0331
 MB0331  HISTORY     - Date     Condition        Report By
 MB0331  HISTORY     - 1935     MONUMENTED       CGS
 MB0331  HISTORY     - 1967     GOOD             NGS
 MB0331
 MB0331                          STATION DESCRIPTION
 MB0331
 MB0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MB0331'AT CARLTON.
 MB0331'AT CARLTON, ON THE ERIE RAILROAD, 170 FEET SOUTH OF THE POST
 MB0331'OFFICE, 75 FEET WEST OF A MACADAM-ROAD CROSSING, 25 FEET NORTHWEST
 MB0331'OF THE CENTERLINE OF THE ROAD, 62 FEET SOUTHWEST OF THE SOUTHWEST
 MB0331'RAIL, 18 FEET NORTH OF THE NORTH STONE ABUTMENT OF A HIGHWAY
 MB0331'BRIDGE OVER FRENCH CREEK, 6 FEET LOWER THAN THE ROAD, AND LEVEL
 MB0331'WITH THE TRACK.  A STANDARD DISK, STAMPED E 85 1935 AND SET IN
 MB0331'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 MB0331
 MB0331                          STATION RECOVERY (1967)
 MB0331
 MB0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MB0331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1556 ***********************************************************************
 MA1556  DESIGNATION -  E 86
 MA1556  PID         -  MA1556
 MA1556  STATE/COUNTY-  PA/CRAWFORD
 MA1556  USGS QUAD   -  TITUSVILLE NORTH (1973)
 MA1556
 MA1556                         *CURRENT SURVEY CONTROL
 MA1556  ___________________________________________________________________
 MA1556* NAD 83(1986)-  41 39 07.     (N)    079 43 30.     (W)     SCALED    
 MA1556* NAVD 88     -       379.117  (meters)    1243.82   (feet)  ADJUSTED  
 MA1556  ___________________________________________________________________
 MA1556  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 MA1556  DYNAMIC HT  -         378.955 (meters)    1243.29  (feet)  COMP
 MA1556  MODELED GRAV-     980,182.6   (mgal)                       NAVD 88
 MA1556
 MA1556  VERT ORDER  -  SECOND    CLASS 0
 MA1556
 MA1556.The horizontal coordinates were scaled from a topographic map and have
 MA1556.an estimated accuracy of +/- 6 seconds.
 MA1556
 MA1556.The orthometric height was determined by differential leveling
 MA1556.and adjusted by the National Geodetic Survey in June 1991..
 MA1556
 MA1556.The geoid height was determined by GEOID03.
 MA1556
 MA1556.The dynamic height is computed by dividing the NAVD 88
 MA1556.geopotential number by the normal gravity value computed on the
 MA1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1556.degrees latitude (g = 980.6199 gals.).
 MA1556
 MA1556.The modeled gravity was interpolated from observed gravity values.
 MA1556
 MA1556;                    North         East    Units  Estimated Accuracy
 MA1556;SPC PA N     -   166,820.      435,500.      MT  (+/- 180 meters Scaled)
 MA1556
 MA1556                          SUPERSEDED SURVEY CONTROL
 MA1556
 MA1556  NGVD 29 (??/??/92)  379.278  (m)         1244.35   (f) ADJ UNCH    2 0
 MA1556
 MA1556.Superseded values are not recommended for survey control.
 MA1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1556.See file dsdata.txt to determine how the superseded data were derived.
 MA1556
 MA1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG061119(NAD 83)
 MA1556_MARKER: DB = BENCH MARK DISK
 MA1556_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1556_SP_SET: BRIDGE SEAT
 MA1556_STAMPING: E 86 1935
 MA1556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1556
 MA1556  HISTORY     - Date     Condition        Report By
 MA1556  HISTORY     - 1935     MONUMENTED       CGS
 MA1556
 MA1556                          STATION DESCRIPTION
 MA1556
 MA1556'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA1556'AT HYDETOWN.
 MA1556'AT HYDETOWN, CRAWFORD COUNTY, ON THE PENNSYLVANIA RAILROAD,
 MA1556'ABOUT 93 YARDS NORTH OF MILEPOST 117, AT BRIDGE 116.97 OVER
 MA1556'THOMPSON CREEK, IN THE TOP OF THE WEST SIDE OF THE NORTH CONCRETE
 MA1556'BRIDGE SEAT, 10 FEET SOUTHEAST OF A POLE, 8 FEET WEST OF THE
 MA1556'WEST RAIL, AND ABOUT 6 FEET LOWER THAN THE TRACK.  A STANDARD
 MA1556'DISK, STAMPED E 86 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1377 ***********************************************************************
 MA1377  DESIGNATION -  E 87
 MA1377  PID         -  MA1377
 MA1377  STATE/COUNTY-  PA/VENANGO
 MA1377  USGS QUAD   -  FRANKLIN (1972)
 MA1377
 MA1377                         *CURRENT SURVEY CONTROL
 MA1377  ___________________________________________________________________
 MA1377* NAD 83(1986)-  41 24 03.     (N)    079 51 23.     (W)     SCALED    
 MA1377* NAVD 88     -       303.237  (meters)     994.87   (feet)  ADJUSTED  
 MA1377  ___________________________________________________________________
 MA1377  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 MA1377  DYNAMIC HT  -         303.104 (meters)     994.43  (feet)  COMP
 MA1377  MODELED GRAV-     980,176.2   (mgal)                       NAVD 88
 MA1377
 MA1377  VERT ORDER  -  SECOND    CLASS 0
 MA1377
 MA1377.The horizontal coordinates were scaled from a topographic map and have
 MA1377.an estimated accuracy of +/- 6 seconds.
 MA1377
 MA1377.The orthometric height was determined by differential leveling
 MA1377.and adjusted by the National Geodetic Survey in June 1991..
 MA1377
 MA1377.The geoid height was determined by GEOID03.
 MA1377
 MA1377.The dynamic height is computed by dividing the NAVD 88
 MA1377.geopotential number by the normal gravity value computed on the
 MA1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1377.degrees latitude (g = 980.6199 gals.).
 MA1377
 MA1377.The modeled gravity was interpolated from observed gravity values.
 MA1377
 MA1377;                    North         East    Units  Estimated Accuracy
 MA1377;SPC PA N     -   139,200.      423,880.      MT  (+/- 180 meters Scaled)
 MA1377
 MA1377                          SUPERSEDED SURVEY CONTROL
 MA1377
 MA1377  NGVD 29 (??/??/92)  303.420  (m)          995.47   (f) ADJ UNCH    2 0
 MA1377
 MA1377.Superseded values are not recommended for survey control.
 MA1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1377.See file dsdata.txt to determine how the superseded data were derived.
 MA1377
 MA1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF955838(NAD 83)
 MA1377_MARKER: DB = BENCH MARK DISK
 MA1377_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1377_SP_SET: BUILDING
 MA1377_STAMPING: E 87 1935
 MA1377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1377
 MA1377  HISTORY     - Date     Condition        Report By
 MA1377  HISTORY     - 1935     MONUMENTED       CGS
 MA1377  HISTORY     - 1969     GOOD             NGS
 MA1377
 MA1377                          STATION DESCRIPTION
 MA1377
 MA1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA1377'1.6 MI W FROM FRANKLIN.
 MA1377'ABOUT 1.6 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MA1377'THE STATION AT FRANKLIN, VENANGO COUNTY, ABOUT 150 FEET SOUTHWEST
 MA1377'OF STATION 4025, ABOUT 105 FEET SOUTH OF THE SOUTH RAIL, AT THE
 MA1377'FRANKLIN WATER WORKS BUILDING, IN THE NORTH CONCRETE WALL, 3
 MA1377'FEET WEST OF THE NORTHEAST TOWER, 30 FEET SOUTH OF THE CENTER
 MA1377'LINE OF A DIRT ROAD, 20 FEET NORTHWEST OF A TRANSFORMER STATION,
 MA1377'AND ABOUT 1 FOOT ABOVE GROUND.  A STANDARD DISK, STAMPED E 87
 MA1377'1935 AND SET VERTICALLY.  NOTE-- SINCE THIS BM WAS SET, AN
 MA1377'ADDITION HAS BEEN BUILT ON THE FRANKLIN WATERWORKS BUILDING, AND
 MA1377'THE BM IS NOW ON AN INSIDE WALL.  IT IS VERY DIFFICULT TO USE THE
 MA1377'BM.  IF ANYBODY WANTS TO FIND THIS BM, THEY SHOULD CONTACT AN
 MA1377'EMPLOYE OF THE WATERWORKS, BECAUSE IT IS WELL HIDDEN.
 MA1377
 MA1377                          STATION RECOVERY (1969)
 MA1377
 MA1377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MA1377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0822 ***********************************************************************
 MA0822  DESIGNATION -  E 88
 MA0822  PID         -  MA0822
 MA0822  STATE/COUNTY-  PA/FOREST
 MA0822  USGS QUAD   -  WEST HICKORY (1981)
 MA0822
 MA0822                         *CURRENT SURVEY CONTROL
 MA0822  ___________________________________________________________________
 MA0822* NAD 83(1986)-  41 31 30.     (N)    079 26 37.     (W)     SCALED    
 MA0822* NAVD 88     -       326.238  (meters)    1070.33   (feet)  ADJUSTED  
 MA0822  ___________________________________________________________________
 MA0822  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MA0822  DYNAMIC HT  -         326.097 (meters)    1069.87  (feet)  COMP
 MA0822  MODELED GRAV-     980,180.4   (mgal)                       NAVD 88
 MA0822
 MA0822  VERT ORDER  -  SECOND    CLASS 0
 MA0822
 MA0822.The horizontal coordinates were scaled from a topographic map and have
 MA0822.an estimated accuracy of +/- 6 seconds.
 MA0822
 MA0822.The orthometric height was determined by differential leveling
 MA0822.and adjusted by the National Geodetic Survey in June 1991..
 MA0822
 MA0822.The geoid height was determined by GEOID03.
 MA0822
 MA0822.The dynamic height is computed by dividing the NAVD 88
 MA0822.geopotential number by the normal gravity value computed on the
 MA0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0822.degrees latitude (g = 980.6199 gals.).
 MA0822
 MA0822.The modeled gravity was interpolated from observed gravity values.
 MA0822
 MA0822;                    North         East    Units  Estimated Accuracy
 MA0822;SPC PA N     -   152,230.      458,660.      MT  (+/- 180 meters Scaled)
 MA0822
 MA0822                          SUPERSEDED SURVEY CONTROL
 MA0822
 MA0822  NGVD 29 (??/??/92)  326.410  (m)         1070.90   (f) ADJ UNCH    2 0
 MA0822
 MA0822.Superseded values are not recommended for survey control.
 MA0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0822.See file dsdata.txt to determine how the superseded data were derived.
 MA0822
 MA0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF298982(NAD 83)
 MA0822_MARKER: DB = BENCH MARK DISK
 MA0822_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0822_SP_SET: CULVERT
 MA0822_STAMPING: E 88 1935
 MA0822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0822
 MA0822  HISTORY     - Date     Condition        Report By
 MA0822  HISTORY     - 1935     MONUMENTED       CGS
 MA0822
 MA0822                          STATION DESCRIPTION
 MA0822
 MA0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0822'2.5 MI N FROM TIONESTA.
 MA0822'ABOUT 2.5 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0822'TIONESTA, FOREST COUNTY, ABOUT 175 FEET SOUTH OF MILEPOST 23-93,
 MA0822'AT A DOUBLE 5-FOOT STONE BOX CULVERT, IN THE TOP OF THE SOUTH
 MA0822'END OF THE WEST HEAD WALL, 37 FEET SOUTH OF POLE 22+35, 12 FEET
 MA0822'WEST OF THE WEST RAIL, AND ABOUT 6 FEET LOWER THAN THE TOP OF THE
 MA0822'RAIL.  A STANDARD DISK, STAMPED E 88 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1150 ***********************************************************************
 MA1150  DESIGNATION -  E 89
 MA1150  PID         -  MA1150
 MA1150  STATE/COUNTY-  PA/CLARION
 MA1150  USGS QUAD   -  FRYBURG (1977)
 MA1150
 MA1150                         *CURRENT SURVEY CONTROL
 MA1150  ___________________________________________________________________
 MA1150* NAD 83(1986)-  41 17 23.     (N)    079 27 30.     (W)     SCALED    
 MA1150* NAVD 88     -       456.012  (meters)    1496.10   (feet)  ADJUSTED  
 MA1150  ___________________________________________________________________
 MA1150  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MA1150  DYNAMIC HT  -         455.799 (meters)    1495.40  (feet)  COMP
 MA1150  MODELED GRAV-     980,142.9   (mgal)                       NAVD 88
 MA1150
 MA1150  VERT ORDER  -  SECOND    CLASS 0
 MA1150
 MA1150.The horizontal coordinates were scaled from a topographic map and have
 MA1150.an estimated accuracy of +/- 6 seconds.
 MA1150
 MA1150.The orthometric height was determined by differential leveling
 MA1150.and adjusted by the National Geodetic Survey in June 1991..
 MA1150
 MA1150.The geoid height was determined by GEOID03.
 MA1150
 MA1150.The dynamic height is computed by dividing the NAVD 88
 MA1150.geopotential number by the normal gravity value computed on the
 MA1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1150.degrees latitude (g = 980.6199 gals.).
 MA1150
 MA1150.The modeled gravity was interpolated from observed gravity values.
 MA1150
 MA1150;                    North         East    Units  Estimated Accuracy
 MA1150;SPC PA N     -   126,130.      456,920.      MT  (+/- 180 meters Scaled)
 MA1150
 MA1150                          SUPERSEDED SURVEY CONTROL
 MA1150
 MA1150  NGVD 29 (??/??/92)  456.166  (m)         1496.60   (f) ADJ UNCH    2 0
 MA1150
 MA1150.Superseded values are not recommended for survey control.
 MA1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1150.See file dsdata.txt to determine how the superseded data were derived.
 MA1150
 MA1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF290720(NAD 83)
 MA1150_MARKER: DB = BENCH MARK DISK
 MA1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1150_STAMPING: E 89 1935
 MA1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1150+STABILITY: SURFACE MOTION
 MA1150
 MA1150  HISTORY     - Date     Condition        Report By
 MA1150  HISTORY     - 1935     MONUMENTED       CGS
 MA1150  HISTORY     - 1967     MARK NOT FOUND   NGS
 MA1150
 MA1150                          STATION DESCRIPTION
 MA1150
 MA1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1150'2.7 MI N FROM SHIPPENVILLE.
 MA1150'2.7 MILES NORTH ALONG STATE HIGHWAY 66 FROM THE MT. ZION LUTHERAN
 MA1150'CHURCH AT SHIPPENVILLE, CLARION COUNTY, AT A FIELD OF SHRUBBERY
 MA1150'AND WEEDS, AT A DIRT-ROAD CROSSING, 45 FEET EAST OF THE CENTER
 MA1150'LINE OF THE HIGHWAY, 45 FEET SOUTH OF THE CENTER LINE OF THE
 MA1150'ROAD, 40 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A 12- BY
 MA1150'18-FOOT WOODEN SHACK, AND ABOUT 1-1/2 FEET HIGHER THAN THE
 MA1150'ROADWAY.  A STANDARD DISK, STAMPED E 89 1935 AND SET IN THE TOP
 MA1150'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1099 ***********************************************************************
 LZ1099  DESIGNATION -  E 90
 LZ1099  PID         -  LZ1099
 LZ1099  STATE/COUNTY-  PA/CLINTON
 LZ1099  USGS QUAD   -  LOCK HAVEN (1986)
 LZ1099
 LZ1099                         *CURRENT SURVEY CONTROL
 LZ1099  ___________________________________________________________________
 LZ1099* NAD 83(1986)-  41 13 28.     (N)    077 24 59.     (W)     SCALED    
 LZ1099* NAVD 88     -       501.681  (meters)    1645.93   (feet)  ADJUSTED  
 LZ1099  ___________________________________________________________________
 LZ1099  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 LZ1099  DYNAMIC HT  -         501.434 (meters)    1645.12  (feet)  COMP
 LZ1099  MODELED GRAV-     980,116.3   (mgal)                       NAVD 88
 LZ1099
 LZ1099  VERT ORDER  -  SECOND    CLASS 0
 LZ1099
 LZ1099.The horizontal coordinates were scaled from a topographic map and have
 LZ1099.an estimated accuracy of +/- 6 seconds.
 LZ1099
 LZ1099.The orthometric height was determined by differential leveling
 LZ1099.and adjusted by the National Geodetic Survey in June 1991..
 LZ1099
 LZ1099.The geoid height was determined by GEOID03.
 LZ1099
 LZ1099.The dynamic height is computed by dividing the NAVD 88
 LZ1099.geopotential number by the normal gravity value computed on the
 LZ1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1099.degrees latitude (g = 980.6199 gals.).
 LZ1099
 LZ1099.The modeled gravity was interpolated from observed gravity values.
 LZ1099
 LZ1099;                    North         East    Units  Estimated Accuracy
 LZ1099;SPC PA N     -   117,520.      627,970.      MT  (+/- 180 meters Scaled)
 LZ1099
 LZ1099                          SUPERSEDED SURVEY CONTROL
 LZ1099
 LZ1099  NGVD 29 (??/??/92)  501.868  (m)         1646.55   (f) ADJ UNCH    2 0
 LZ1099
 LZ1099.Superseded values are not recommended for survey control.
 LZ1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1099.See file dsdata.txt to determine how the superseded data were derived.
 LZ1099
 LZ1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL974664(NAD 83)
 LZ1099_MARKER: DB = BENCH MARK DISK
 LZ1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1099_STAMPING: E 90 1935
 LZ1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1099+STABILITY: SURFACE MOTION
 LZ1099
 LZ1099  HISTORY     - Date     Condition        Report By
 LZ1099  HISTORY     - 1935     MONUMENTED       CGS
 LZ1099  HISTORY     - 1937     GOOD             NGS
 LZ1099
 LZ1099                          STATION DESCRIPTION
 LZ1099
 LZ1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ1099'5.9 MI N FROM MC ELHATTAN.
 LZ1099'5.9 MILES NORTH ALONG TOWNSHIP ROADS 18014 AND 18021 AND STATE
 LZ1099'HIGHWAY 24 FROM MC ELHATTAN, AT HIGHWAY STATION 2/46+90, AT THE
 LZ1099'EDGE OF A GROVE OF SMALL PINE, POPLAR AND SPRUCE TREES, 170 FEET
 LZ1099'SOUTH OF THE ENTRANCE TO THE KIWANIS HEALTH CAMP (WHITE PINE
 LZ1099'LODGE), 35 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND 9
 LZ1099'FEET NORTH OF AN 8-INCH TWIN MAPLE TREE.  SET IN THE TOP OF A
 LZ1099'CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 LZ1099
 LZ1099                          STATION RECOVERY (1937)
 LZ1099
 LZ1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 LZ1099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0829 ***********************************************************************
 LZ0829  DESIGNATION -  E 91
 LZ0829  PID         -  LZ0829
 LZ0829  STATE/COUNTY-  PA/TIOGA
 LZ0829  USGS QUAD   -  LIBERTY (1986)
 LZ0829
 LZ0829                         *CURRENT SURVEY CONTROL
 LZ0829  ___________________________________________________________________
 LZ0829* NAD 83(1986)-  41 34 06.     (N)    077 05 21.     (W)     SCALED    
 LZ0829* NAVD 88     -       552.315  (meters)    1812.05   (feet)  ADJUSTED  
 LZ0829  ___________________________________________________________________
 LZ0829  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 LZ0829  DYNAMIC HT  -         552.062 (meters)    1811.22  (feet)  COMP
 LZ0829  MODELED GRAV-     980,147.4   (mgal)                       NAVD 88
 LZ0829
 LZ0829  VERT ORDER  -  SECOND    CLASS 0
 LZ0829
 LZ0829.The horizontal coordinates were scaled from a topographic map and have
 LZ0829.an estimated accuracy of +/- 6 seconds.
 LZ0829
 LZ0829.The orthometric height was determined by differential leveling
 LZ0829.and adjusted by the National Geodetic Survey in June 1991..
 LZ0829
 LZ0829.The geoid height was determined by GEOID03.
 LZ0829
 LZ0829.The dynamic height is computed by dividing the NAVD 88
 LZ0829.geopotential number by the normal gravity value computed on the
 LZ0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0829.degrees latitude (g = 980.6199 gals.).
 LZ0829
 LZ0829.The modeled gravity was interpolated from observed gravity values.
 LZ0829
 LZ0829;                    North         East    Units  Estimated Accuracy
 LZ0829;SPC PA N     -   155,870.      655,120.      MT  (+/- 180 meters Scaled)
 LZ0829
 LZ0829                          SUPERSEDED SURVEY CONTROL
 LZ0829
 LZ0829  NGVD 29 (??/??/92)  552.462  (m)         1812.54   (f) ADJ UNCH    2 0
 LZ0829
 LZ0829.Superseded values are not recommended for survey control.
 LZ0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0829.See file dsdata.txt to determine how the superseded data were derived.
 LZ0829
 LZ0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM258039(NAD 83)
 LZ0829_MARKER: DB = BENCH MARK DISK
 LZ0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0829_STAMPING: E 91 1935
 LZ0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0829+STABILITY: SURFACE MOTION
 LZ0829
 LZ0829  HISTORY     - Date     Condition        Report By
 LZ0829  HISTORY     - 1935     MONUMENTED       CGS
 LZ0829
 LZ0829                          STATION DESCRIPTION
 LZ0829
 LZ0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0829'0.9 MI E FROM LIBERTY.
 LZ0829'0.9 MILE EAST ALONG TOWNSHIP ROAD 58053 FROM LIBERTY, TIOGA
 LZ0829'COUNTY, AT STATION 47+87, AT THE NORTH EDGE OF A FIELD, ABOUT
 LZ0829'450 FEET EAST OF THE CENTER OF THE JUNCTION OF A DIRT ROAD
 LZ0829'LEADING NORTH, 22 FEET SOUTH OF THE CENTER LINE OF THE TOWNSHIP
 LZ0829'ROAD, 45 FEET EAST OF A 16-INCH MAPLE TREE, 36 FEET SOUTH OF A
 LZ0829'30-INCH MAPLE TREE, AND ABOUT LEVEL WITH THE ROADWAY.  A
 LZ0829'STANDARD DISK, STAMPED E 91 1935 AND SET IN THE TOP OF A CONCRETE
 LZ0829'POST PROJECTING ABOUT 9 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0451 ***********************************************************************
 MA0451  DESIGNATION -  E 92
 MA0451  PID         -  MA0451
 MA0451  STATE/COUNTY-  PA/ELK
 MA0451  USGS QUAD   -  FALLS CREEK (1994)
 MA0451
 MA0451                         *CURRENT SURVEY CONTROL
 MA0451  ___________________________________________________________________
 MA0451* NAD 83(1986)-  41 14 36.     (N)    078 47 45.     (W)     SCALED    
 MA0451* NAVD 88     -       459.296  (meters)    1506.87   (feet)  ADJUSTED  
 MA0451  ___________________________________________________________________
 MA0451  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 MA0451  DYNAMIC HT  -         459.087 (meters)    1506.19  (feet)  COMP
 MA0451  MODELED GRAV-     980,153.3   (mgal)                       NAVD 88
 MA0451
 MA0451  VERT ORDER  -  SECOND    CLASS 0
 MA0451
 MA0451.The horizontal coordinates were scaled from a topographic map and have
 MA0451.an estimated accuracy of +/- 6 seconds.
 MA0451
 MA0451.The orthometric height was determined by differential leveling
 MA0451.and adjusted by the National Geodetic Survey in June 1991..
 MA0451
 MA0451.The geoid height was determined by GEOID03.
 MA0451
 MA0451.The dynamic height is computed by dividing the NAVD 88
 MA0451.geopotential number by the normal gravity value computed on the
 MA0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0451.degrees latitude (g = 980.6199 gals.).
 MA0451
 MA0451.The modeled gravity was interpolated from observed gravity values.
 MA0451
 MA0451;                    North         East    Units  Estimated Accuracy
 MA0451;SPC PA N     -   120,100.      512,340.      MT  (+/- 180 meters Scaled)
 MA0451
 MA0451                          SUPERSEDED SURVEY CONTROL
 MA0451
 MA0451  NGVD 29 (??/??/92)  459.45   (m)         1507.4    (f) COMPUTED    2 0
 MA0451
 MA0451.Superseded values are not recommended for survey control.
 MA0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0451.See file dsdata.txt to determine how the superseded data were derived.
 MA0451
 MA0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF846681(NAD 83)
 MA0451_MARKER: DB = BENCH MARK DISK
 MA0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0451_STAMPING: E 92 1935
 MA0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0451+STABILITY: SURFACE MOTION
 MA0451
 MA0451  HISTORY     - Date     Condition        Report By
 MA0451  HISTORY     - 1935     MONUMENTED       CGS
 MA0451  HISTORY     - 1967     GOOD             NGS
 MA0451
 MA0451                          STATION DESCRIPTION
 MA0451
 MA0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0451'1 MI SE FROM BROCKWAY.
 MA0451'ABOUT 0.7 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0451'FROM THE STATION AT BROCKWAY, THENCE 0.05 MILE SOUTHWEST ALONG
 MA0451'A PAVED ROAD, THENCE 0.3 MILE NORTHWEST ALONG A PAVED ROAD, THENCE
 MA0451'109 YARDS ALONG A TRACK ROAD, 0.8 MILE NORTH OF THE PITTSBURGH
 MA0451'SHAWMUT RAILROAD OVERPASS FOR U.S. HIGHWAY 219, 24 FEET NORTHEAST
 MA0451'OF THE NORTHEAST RAIL OF THE PITTSBURGH SHAWMUT RAILROAD TRACKS,
 MA0451'12 FEET WEST OF THE CENTER LINE OF THE ROAD, 8 FEET NORTHEAST OF
 MA0451'A TELEPHONE POLE, 1.8 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 MA0451'4 FEET ABOVE THE LEVEL OF THE ROAD, ABOUT 5 FEET BELOW THE
 MA0451'LEVEL OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST WHICH
 MA0451'PROJECTS 2 INCHES.  NOTE-- MARK WAS NOT INCLUDED IN THE 1967
 MA0451'LEVELING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1697 ***********************************************************************
 KX1697  DESIGNATION -  E 93
 KX1697  PID         -  KX1697
 KX1697  STATE/COUNTY-  PA/CLARION
 KX1697  USGS QUAD   -  TEMPLETON (1993)
 KX1697
 KX1697                         *CURRENT SURVEY CONTROL
 KX1697  ___________________________________________________________________
 KX1697* NAD 83(1986)-  40 59 37.     (N)    079 25 26.     (W)     SCALED    
 KX1697* NAVD 88     -       297.433  (meters)     975.83   (feet)  ADJUSTED  
 KX1697  ___________________________________________________________________
 KX1697  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 KX1697  DYNAMIC HT  -         297.290 (meters)     975.36  (feet)  COMP
 KX1697  MODELED GRAV-     980,133.3   (mgal)                       NAVD 88
 KX1697
 KX1697  VERT ORDER  -  SECOND    CLASS 0
 KX1697
 KX1697.The horizontal coordinates were scaled from a topographic map and have
 KX1697.an estimated accuracy of +/- 6 seconds.
 KX1697
 KX1697.The orthometric height was determined by differential leveling
 KX1697.and adjusted by the National Geodetic Survey in June 1991..
 KX1697
 KX1697.The geoid height was determined by GEOID03.
 KX1697
 KX1697.The dynamic height is computed by dividing the NAVD 88
 KX1697.geopotential number by the normal gravity value computed on the
 KX1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1697.degrees latitude (g = 980.6199 gals.).
 KX1697
 KX1697.The modeled gravity was interpolated from observed gravity values.
 KX1697
 KX1697;                    North         East    Units  Estimated Accuracy
 KX1697;SPC PA N     -    93,200.      459,160.      MT  (+/- 180 meters Scaled)
 KX1697
 KX1697                          SUPERSEDED SURVEY CONTROL
 KX1697
 KX1697  NGVD 29 (??/??/92)  297.60   (m)          976.4    (f) COMPUTED    2 0
 KX1697
 KX1697.Superseded values are not recommended for survey control.
 KX1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1697.See file dsdata.txt to determine how the superseded data were derived.
 KX1697
 KX1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF325392(NAD 83)
 KX1697_MARKER: DB = BENCH MARK DISK
 KX1697_SETTING: 66 = SET IN ROCK OUTCROP
 KX1697_SP_SET: ROCK LEDGE
 KX1697_STAMPING: E 93 1935
 KX1697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX1697+STABILITY: POSITION/ELEVATION WELL
 KX1697
 KX1697  HISTORY     - Date     Condition        Report By
 KX1697  HISTORY     - 1935     MONUMENTED       CGS
 KX1697
 KX1697                          STATION DESCRIPTION
 KX1697
 KX1697'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX1697'2 MI W FROM LEATHERWOOD.
 KX1697'ABOUT 2.0 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1697'STATION AT LEATHERWOOD, CLARION COUNTY, ABOUT 0.4 MILE WEST OF
 KX1697'MILEPOST 11, 36 FEET EAST OF THE CENTER LINE OF THE TRACK,
 KX1697'IN THE TOP OF A ROCK LEDGE, AND ABOUT 1 FOOT HIGHER THAN THE
 KX1697'TOP OF THE RAIL.  A STANDARD DISK, STAMPED E 93 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1206 ***********************************************************************
 MA1206  DESIGNATION -  E 94
 MA1206  PID         -  MA1206
 MA1206  STATE/COUNTY-  PA/VENANGO
 MA1206  USGS QUAD   -  UTICA (1977)
 MA1206
 MA1206                         *CURRENT SURVEY CONTROL
 MA1206  ___________________________________________________________________
 MA1206* NAD 83(1986)-  41 24 51.     (N)    079 55 01.     (W)     SCALED    
 MA1206* NAVD 88     -       310.161  (meters)    1017.59   (feet)  ADJUSTED  
 MA1206  ___________________________________________________________________
 MA1206  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MA1206  DYNAMIC HT  -         310.026 (meters)    1017.14  (feet)  COMP
 MA1206  MODELED GRAV-     980,179.8   (mgal)                       NAVD 88
 MA1206
 MA1206  VERT ORDER  -  SECOND    CLASS 0
 MA1206
 MA1206.The horizontal coordinates were scaled from a topographic map and have
 MA1206.an estimated accuracy of +/- 6 seconds.
 MA1206
 MA1206.The orthometric height was determined by differential leveling
 MA1206.and adjusted by the National Geodetic Survey in June 1991..
 MA1206
 MA1206.The geoid height was determined by GEOID03.
 MA1206
 MA1206.The dynamic height is computed by dividing the NAVD 88
 MA1206.geopotential number by the normal gravity value computed on the
 MA1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1206.degrees latitude (g = 980.6199 gals.).
 MA1206
 MA1206.The modeled gravity was interpolated from observed gravity values.
 MA1206
 MA1206;                    North         East    Units  Estimated Accuracy
 MA1206;SPC PA N     -   140,810.      418,860.      MT  (+/- 180 meters Scaled)
 MA1206
 MA1206                          SUPERSEDED SURVEY CONTROL
 MA1206
 MA1206  NGVD 29 (??/??/92)  310.343  (m)         1018.18   (f) ADJ UNCH    2 0
 MA1206
 MA1206.Superseded values are not recommended for survey control.
 MA1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1206.See file dsdata.txt to determine how the superseded data were derived.
 MA1206
 MA1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF905853(NAD 83)
 MA1206_MARKER: DB = BENCH MARK DISK
 MA1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1206_STAMPING: E 94 1935
 MA1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1206+STABILITY: SURFACE MOTION
 MA1206
 MA1206  HISTORY     - Date     Condition        Report By
 MA1206  HISTORY     - 1935     MONUMENTED       CGS
 MA1206
 MA1206                          STATION DESCRIPTION
 MA1206
 MA1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA1206'3.1 MI SE FROM UTICA.
 MA1206'3.1 MILES SOUTHEAST ALONG THE ERIE RAILROAD FROM THE STATION AT
 MA1206'UTICA, VENANGO COUNTY, 30 FEET NORTHEAST OF MILEPOST 19, 300 FEET
 MA1206'SOUTHEAST OF THE HOMER MOORE TWO-STORY FRAME HOUSE IN 1935, 70
 MA1206'FEET SOUTH OF A 24-INCH HICKORY TREE, 30 FEET NORTH OF THE
 MA1206'CENTERLINE OF THE TRACK, 20 FEET SOUTH OF THE CENTERLINE OF A
 MA1206'DIRT ROAD, AND ABOUT 2 FEET BELOW THE TOP OF THE RAIL.  A
 MA1206'STANDARD DISK, STAMPED E 94 1935 AND SET IN THE TOP OF A CONCRETE
 MA1206'POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0340 ***********************************************************************
 KX0340  DESIGNATION -  E 95
 KX0340  PID         -  KX0340
 KX0340  STATE/COUNTY-  PA/BEDFORD
 KX0340  USGS QUAD   -  EVERETT EAST (1994)
 KX0340
 KX0340                         *CURRENT SURVEY CONTROL
 KX0340  ___________________________________________________________________
 KX0340* NAD 83(1986)-  40 00 43.     (N)    078 21 40.     (W)     SCALED    
 KX0340* NAVD 88     -       332.706  (meters)    1091.55   (feet)  ADJUSTED  
 KX0340  ___________________________________________________________________
 KX0340  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KX0340  DYNAMIC HT  -         332.518 (meters)    1090.94  (feet)  COMP
 KX0340  MODELED GRAV-     980,053.0   (mgal)                       NAVD 88
 KX0340
 KX0340  VERT ORDER  -  SECOND    CLASS 0
 KX0340
 KX0340.The horizontal coordinates were scaled from a topographic map and have
 KX0340.an estimated accuracy of +/- 6 seconds.
 KX0340
 KX0340.The orthometric height was determined by differential leveling
 KX0340.and adjusted by the National Geodetic Survey in June 1991..
 KX0340
 KX0340.The geoid height was determined by GEOID03.
 KX0340
 KX0340.The dynamic height is computed by dividing the NAVD 88
 KX0340.geopotential number by the normal gravity value computed on the
 KX0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0340.degrees latitude (g = 980.6199 gals.).
 KX0340
 KX0340.The modeled gravity was interpolated from observed gravity values.
 KX0340
 KX0340;                    North         East    Units  Estimated Accuracy
 KX0340;SPC PA S     -    75,530.      547,830.      MT  (+/- 180 meters Scaled)
 KX0340
 KX0340                          SUPERSEDED SURVEY CONTROL
 KX0340
 KX0340  NGVD 29 (??/??/92)  332.875  (m)         1092.11   (f) ADJ UNCH    2 0
 KX0340
 KX0340.Superseded values are not recommended for survey control.
 KX0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0340.See file dsdata.txt to determine how the superseded data were derived.
 KX0340
 KX0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE252324(NAD 83)
 KX0340_MARKER: DB = BENCH MARK DISK
 KX0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0340_STAMPING: E 95 1935
 KX0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0340+STABILITY: SURFACE MOTION
 KX0340
 KX0340  HISTORY     - Date     Condition        Report By
 KX0340  HISTORY     - 1935     MONUMENTED       CGS
 KX0340  HISTORY     - 1966     MARK NOT FOUND   NGS
 KX0340
 KX0340                          STATION DESCRIPTION
 KX0340
 KX0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0340'0.6 MI E FROM EVERETT.
 KX0340'0.6 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE UNION HOTEL AT
 KX0340'EVERETT, BEDFORD COUNTY, ABOUT 75 FEET NORTHWEST OF THE FIRST
 KX0340'GATE NORTH OF THE MAIN ENTRANCE TO THE EVERETT CEMETERY, 30 FEET
 KX0340'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND 5 FEET NORTHWEST
 KX0340'OF POLE 4+55.  A STANDARD DISK, STAMPED E 95 1935 AND SET IN THE
 KX0340'TOP OF A CONCRETE POST.  NOTE-- THE HIGHWAY HAS BEEN RELOCATED
 KX0340'IN THE VICINITY WHICH PROBABLY DESTROYED MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3457 ***********************************************************************
 JV3457  DESIGNATION -  E 96
 JV3457  PID         -  JV3457
 JV3457  STATE/COUNTY-  PA/FRANKLIN
 JV3457  USGS QUAD   -  ST THOMAS (1990)
 JV3457
 JV3457                         *CURRENT SURVEY CONTROL
 JV3457  ___________________________________________________________________
 JV3457* NAD 83(1986)-  39 54 34.     (N)    077 49 37.     (W)     SCALED    
 JV3457* NAVD 88     -       198.679  (meters)     651.83   (feet)  ADJUSTED  
 JV3457  ___________________________________________________________________
 JV3457  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 JV3457  DYNAMIC HT  -         198.566 (meters)     651.46  (feet)  COMP
 JV3457  MODELED GRAV-     980,053.3   (mgal)                       NAVD 88
 JV3457
 JV3457  VERT ORDER  -  SECOND    CLASS 0
 JV3457
 JV3457.The horizontal coordinates were scaled from a topographic map and have
 JV3457.an estimated accuracy of +/- 6 seconds.
 JV3457
 JV3457.The orthometric height was determined by differential leveling
 JV3457.and adjusted by the National Geodetic Survey in June 1991..
 JV3457
 JV3457.The geoid height was determined by GEOID03.
 JV3457
 JV3457.The dynamic height is computed by dividing the NAVD 88
 JV3457.geopotential number by the normal gravity value computed on the
 JV3457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3457.degrees latitude (g = 980.6199 gals.).
 JV3457
 JV3457.The modeled gravity was interpolated from observed gravity values.
 JV3457
 JV3457;                    North         East    Units  Estimated Accuracy
 JV3457;SPC PA S     -    63,970.      593,420.      MT  (+/- 180 meters Scaled)
 JV3457
 JV3457                          SUPERSEDED SURVEY CONTROL
 JV3457
 JV3457  NGVD 29 (??/??/??)  198.870  (m)          652.46   (f) ADJUSTED    2 0
 JV3457
 JV3457.Superseded values are not recommended for survey control.
 JV3457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3457.See file dsdata.txt to determine how the superseded data were derived.
 JV3457
 JV3457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK583215(NAD 83)
 JV3457_MARKER: DB = BENCH MARK DISK
 JV3457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3457_STAMPING: E-96 1935
 JV3457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3457+STABILITY: SURFACE MOTION
 JV3457
 JV3457  HISTORY     - Date     Condition        Report By
 JV3457  HISTORY     - 1935     MONUMENTED       CGS
 JV3457
 JV3457                          STATION DESCRIPTION
 JV3457
 JV3457'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV3457'1.6 MI W FROM ST THOMAS.
 JV3457'1.6 MILES WEST OF POST OFFICE AT ST. THOMAS 36 FEET EAST OF
 JV3457'TELEPHONE POLE L16.  24 FEET NORTH OF CENTERLINE OF U.S.
 JV3457'HIGHWAY 30.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3458 ***********************************************************************
 JV3458  DESIGNATION -  E 96 RESET 1959 PADH
 JV3458  PID         -  JV3458
 JV3458  STATE/COUNTY-  PA/FRANKLIN
 JV3458  USGS QUAD   -  ST THOMAS (1990)
 JV3458
 JV3458                         *CURRENT SURVEY CONTROL
 JV3458  ___________________________________________________________________
 JV3458* NAD 83(1986)-  39 54 34.     (N)    077 49 37.     (W)     SCALED    
 JV3458* NAVD 88     -       199.78   (+/-2cm)     655.4    (feet)  VERTCON   
 JV3458  ___________________________________________________________________
 JV3458  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 JV3458
 JV3458  VERT ORDER  -  THIRD (See Below)
 JV3458
 JV3458.The horizontal coordinates were scaled from a topographic map and have
 JV3458.an estimated accuracy of +/- 6 seconds.
 JV3458
 JV3458.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV3458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV3458.The vertical order pertains to the NGVD 29 superseded value.
 JV3458
 JV3458.The geoid height was determined by GEOID03.
 JV3458
 JV3458;                    North         East    Units  Estimated Accuracy
 JV3458;SPC PA S     -    63,970.      593,420.      MT  (+/- 180 meters Scaled)
 JV3458
 JV3458                          SUPERSEDED SURVEY CONTROL
 JV3458
 JV3458  NGVD 29 (??/??/??)  199.96   (m)          656.0    (f) RESET       3  
 JV3458
 JV3458.Superseded values are not recommended for survey control.
 JV3458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3458.See file dsdata.txt to determine how the superseded data were derived.
 JV3458
 JV3458_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK583215(NAD 83)
 JV3458_MARKER: DB = BENCH MARK DISK
 JV3458_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3458_SP_SET: CONCRETE END WALL
 JV3458_STAMPING: E 96 RESET 1959
 JV3458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3458
 JV3458  HISTORY     - Date     Condition        Report By
 JV3458  HISTORY     - 1959     MONUMENTED       PADH
 JV3458
 JV3458                          STATION DESCRIPTION
 JV3458
 JV3458'DESCRIBED BY PA DEPT OF HIGHWAYS 1959
 JV3458'1.6 MI W FROM SAINT THOMAS.
 JV3458'THE MARK IS LOCATED ABOUT 1.6 MILES WEST ALONG U.S. HIGHWAY 30
 JV3458'FROM THE POST OFFICE AT SAINT THOMAS, 940 FEET WEST OF HIGHWAY
 JV3458'341 LEADING SOUTH TO MERCERSBURG, 27 FEET NORTH OF THE CENTERLINE
 JV3458'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE END-WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2188 ***********************************************************************
 KW2188  DESIGNATION -  E 97
 KW2188  PID         -  KW2188
 KW2188  STATE/COUNTY-  PA/HUNTINGDON
 KW2188  USGS QUAD   -  MOUNT UNION (1971)
 KW2188
 KW2188                         *CURRENT SURVEY CONTROL
 KW2188  ___________________________________________________________________
 KW2188* NAD 83(1986)-  40 23 46.     (N)    077 56 34.     (W)     SCALED    
 KW2188* NAVD 88     -       181.543  (meters)     595.61   (feet)  POSTED    
 KW2188  ___________________________________________________________________
 KW2188  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KW2188  DYNAMIC HT  -         181.450 (meters)     595.31  (feet)  COMP
 KW2188  MODELED GRAV-     980,103.6   (mgal)                       NAVD 88
 KW2188
 KW2188  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KW2188
 KW2188.The horizontal coordinates were scaled from a topographic map and have
 KW2188.an estimated accuracy of +/- 6 seconds.
 KW2188
 KW2188.The orthometric height was determined by differential leveling
 KW2188.and adjusted by the National Geodetic Survey in 1992..
 KW2188.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KW2188.rate of 0.0 thru 1.0 mm/km.
 KW2188
 KW2188.The geoid height was determined by GEOID03.
 KW2188
 KW2188.The dynamic height is computed by dividing the NAVD 88
 KW2188.geopotential number by the normal gravity value computed on the
 KW2188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2188.degrees latitude (g = 980.6199 gals.).
 KW2188
 KW2188.The modeled gravity was interpolated from observed gravity values.
 KW2188
 KW2188;                    North         East    Units  Estimated Accuracy
 KW2188;SPC PA S     -   118,020.      583,630.      MT  (+/- 180 meters Scaled)
 KW2188
 KW2188                          SUPERSEDED SURVEY CONTROL
 KW2188
 KW2188  NGVD 29 (??/??/??)  181.744  (m)          596.27   (f) ADJUSTED    1 2
 KW2188
 KW2188.Superseded values are not recommended for survey control.
 KW2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2188.See file dsdata.txt to determine how the superseded data were derived.
 KW2188
 KW2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK502758(NAD 83)
 KW2188_MARKER: DB = BENCH MARK DISK
 KW2188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2188_SP_SET: ABUTMENT
 KW2188_STAMPING: E-97 1935
 KW2188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2188
 KW2188  HISTORY     - Date     Condition        Report By
 KW2188  HISTORY     - 1935     MONUMENTED       CGS
 KW2188  HISTORY     - 1941     GOOD             CGS
 KW2188  HISTORY     - 1966     MARK NOT FOUND   CGS
 KW2188
 KW2188                          STATION DESCRIPTION
 KW2188
 KW2188'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW2188'0.3 MI NW FROM MAPLETON.
 KW2188'0.3 MILE NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW2188'STATION AT MAPLETON, SET IN THE WEST CORNER OF THE SOUTH ABUTMENT
 KW2188'OF BRIDGE NO. 194-01, 59 FEET WEST OF MILE-POST NO. 194, 8.4
 KW2188'FEET WEST OF THE WEST RAIL OF THE WEST TRACK, 0.5 FOOT NORTHEAST
 KW2188'OF THE SOUTHWEST END OF ABUTMENT, 0.4 FOOT NORTHWEST OF THE
 KW2188'SOUTHEAST EDGE, ABOUT 1.5 FEET BELOW TRACK LEVEL.  A STANDARD
 KW2188'DISK STAMPED E-97 1935.
 KW2188
 KW2188                          STATION RECOVERY (1966)
 KW2188
 KW2188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KW2188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0302 ***********************************************************************
 KX0302  DESIGNATION -  E 98
 KX0302  PID         -  KX0302
 KX0302  STATE/COUNTY-  PA/BLAIR
 KX0302  USGS QUAD   -  ROARING SPRING (1987)
 KX0302
 KX0302                         *CURRENT SURVEY CONTROL
 KX0302  ___________________________________________________________________
 KX0302* NAD 83(1986)-  40 21 48.     (N)    078 25 41.     (W)     SCALED    
 KX0302* NAVD 88     -       310.241  (meters)    1017.85   (feet)  ADJUSTED  
 KX0302  ___________________________________________________________________
 KX0302  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KX0302  DYNAMIC HT  -         310.074 (meters)    1017.30  (feet)  COMP
 KX0302  MODELED GRAV-     980,080.2   (mgal)                       NAVD 88
 KX0302
 KX0302  VERT ORDER  -  SECOND    CLASS 0
 KX0302
 KX0302.The horizontal coordinates were scaled from a topographic map and have
 KX0302.an estimated accuracy of +/- 6 seconds.
 KX0302
 KX0302.The orthometric height was determined by differential leveling
 KX0302.and adjusted by the National Geodetic Survey in June 1991..
 KX0302
 KX0302.The geoid height was determined by GEOID03.
 KX0302
 KX0302.The dynamic height is computed by dividing the NAVD 88
 KX0302.geopotential number by the normal gravity value computed on the
 KX0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0302.degrees latitude (g = 980.6199 gals.).
 KX0302
 KX0302.The modeled gravity was interpolated from observed gravity values.
 KX0302
 KX0302;                    North         East    Units  Estimated Accuracy
 KX0302;SPC PA S     -   114,590.      542,410.      MT  (+/- 180 meters Scaled)
 KX0302
 KX0302                          SUPERSEDED SURVEY CONTROL
 KX0302
 KX0302  NGVD 29 (??/??/92)  310.396  (m)         1018.36   (f) ADJ UNCH    2 0
 KX0302
 KX0302.Superseded values are not recommended for survey control.
 KX0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0302.See file dsdata.txt to determine how the superseded data were derived.
 KX0302
 KX0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE183712(NAD 83)
 KX0302_MARKER: DB = BENCH MARK DISK
 KX0302_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0302_SP_SET: BRIDGE
 KX0302_STAMPING: E 98 1935
 KX0302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0302
 KX0302  HISTORY     - Date     Condition        Report By
 KX0302  HISTORY     - 1935     MONUMENTED       CGS
 KX0302
 KX0302                          STATION DESCRIPTION
 KX0302
 KX0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX0302'5.3 MI N FROM CLAYSBURG.
 KX0302'5.3 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0302'AT CLAYSBURG, BLAIR COUNTY, AT THE WEST END OF THE CONCRETE
 KX0302'BRIDGE 14.95 OVER THE FRANKSTONE BRANCH OF JUNIATA RIVER IN THE
 KX0302'TOP OF THE NORTH ABUTMENT, AND 11 FEET WEST OF THE CENTER LINE
 KX0302'OF THE TRACK.  A STANDARD DISK, STAMPED E 98 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2232 ***********************************************************************
 KW2232  DESIGNATION -  E 99 PADH
 KW2232  PID         -  KW2232
 KW2232  STATE/COUNTY-  PA/FULTON
 KW2232  USGS QUAD   -  BURNT CABINS (1973)
 KW2232
 KW2232                         *CURRENT SURVEY CONTROL
 KW2232  ___________________________________________________________________
 KW2232* NAD 83(1986)-  40 00 43.     (N)    077 57 58.     (W)     SCALED    
 KW2232* NAVD 88     -       287.699  (meters)     943.89   (feet)  ADJUSTED  
 KW2232  ___________________________________________________________________
 KW2232  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KW2232  DYNAMIC HT  -         287.534 (meters)     943.35  (feet)  COMP
 KW2232  MODELED GRAV-     980,044.3   (mgal)                       NAVD 88
 KW2232
 KW2232  VERT ORDER  -  SECOND    CLASS 0
 KW2232
 KW2232.The horizontal coordinates were scaled from a topographic map and have
 KW2232.an estimated accuracy of +/- 6 seconds.
 KW2232
 KW2232.The orthometric height was determined by differential leveling
 KW2232.and adjusted by the National Geodetic Survey in June 1991..
 KW2232
 KW2232.The geoid height was determined by GEOID03.
 KW2232
 KW2232.The dynamic height is computed by dividing the NAVD 88
 KW2232.geopotential number by the normal gravity value computed on the
 KW2232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2232.degrees latitude (g = 980.6199 gals.).
 KW2232
 KW2232.The modeled gravity was interpolated from observed gravity values.
 KW2232
 KW2232;                    North         East    Units  Estimated Accuracy
 KW2232;SPC PA S     -    75,370.      581,550.      MT  (+/- 180 meters Scaled)
 KW2232
 KW2232                          SUPERSEDED SURVEY CONTROL
 KW2232
 KW2232  NGVD 29 (??/??/??)  287.882  (m)          944.49   (f) ADJUSTED    2 0
 KW2232
 KW2232.Superseded values are not recommended for survey control.
 KW2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2232.See file dsdata.txt to determine how the superseded data were derived.
 KW2232
 KW2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK468332(NAD 83)
 KW2232_MARKER: DD = SURVEY DISK
 KW2232_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2232_SP_SET: BRIDGE
 KW2232_STAMPING: E 99 1935
 KW2232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2232
 KW2232  HISTORY     - Date     Condition        Report By
 KW2232  HISTORY     - 1935     MONUMENTED       PADH
 KW2232  HISTORY     - 1935     GOOD             CGS
 KW2232
 KW2232                          STATION DESCRIPTION
 KW2232
 KW2232'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW2232'6 MI N FROM MC CONNELLSBURG.
 KW2232'6.0 MILES NORTH ALONG U.S. HIGHWAY 522 FROM THE FULTON COUNTY
 KW2232'NATIONAL BANK AT MC CONNELLSBURG, FULTON COUNTY, AT THE NORTHEAST
 KW2232'END OF A BRIDGE OVER LICKING CREEK, IN THE TOP OF THE SOUTH
 KW2232'WING WALL, AND 21 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A
 KW2232'PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD DISK, STAMPED E
 KW2232'99 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3576 ***********************************************************************
 KV3576  DESIGNATION -  E STROUDSBURG STC STACK
 KV3576  PID         -  KV3576
 KV3576  STATE/COUNTY-  PA/MONROE
 KV3576  USGS QUAD   -  STROUDSBURG (1975)
 KV3576
 KV3576                         *CURRENT SURVEY CONTROL
 KV3576  ___________________________________________________________________
 KV3576* NAD 83(1992)-  40 59 47.77638(N)    075 10 28.05265(W)     ADJUSTED  
 KV3576* NAVD 88     -                                                        
 KV3576  ___________________________________________________________________
 KV3576  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 KV3576  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KV3576
 KV3576  HORZ ORDER  -  THIRD
 KV3576
 KV3576.The horizontal coordinates were established by classical geodetic methods
 KV3576.and adjusted by the National Geodetic Survey in June 2002..
 KV3576
 KV3576
 KV3576.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3576
 KV3576.The geoid height was determined by GEOID03.
 KV3576
 KV3576;                    North         East     Units Scale Factor Converg.
 KV3576;SPC PA N     -    95,389.503   816,669.253   MT  0.99998365   +1 42 13.8
 KV3576;SPC PA N     -   312,957.06  2,679,355.71   sFT  0.99998365   +1 42 13.8
 KV3576;SPC PA S     -   187,847.059   816,675.064   MT  1.00000484   +1 40 15.6
 KV3576;SPC PA S     -   616,294.89  2,679,374.77   sFT  1.00000484   +1 40 15.6
 KV3576;UTM  18      - 4,538,394.789   485,326.969   MT  0.99960265   -0 06 52.0
 KV3576
 KV3576                          SUPERSEDED SURVEY CONTROL
 KV3576
 KV3576  NAD 83(1996)-  40 59 47.77671(N)    075 10 28.05446(W) AD(       ) 4
 KV3576  NAD 83(1986)-  40 59 47.77537(N)    075 10 28.05306(W) AD(       ) 4
 KV3576  NAD 27      -  40 59 47.44200(N)    075 10 29.40000(W) AD(       ) 3
 KV3576
 KV3576.Superseded values are not recommended for survey control.
 KV3576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3576.See file dsdata.txt to determine how the superseded data were derived.
 KV3576
 KV3576_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8532738395(NAD 83)
 KV3576_MARKER: 63 = STACK
 KV3576
 KV3576  HISTORY     - Date     Condition        Report By
 KV3576  HISTORY     - 1958     FIRST OBSERVED   CGS
 KV3576
 KV3576                          STATION DESCRIPTION
 KV3576
 KV3576'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JMR)
 KV3576'THE STATION IS IN EAST STROUDSBURG, AT THE NORTH LIMITS OF THE STATE
 KV3576'TEACHERS COLLEGE, AT THE INTERSECTION OF NORMAL AND SOUTH GREEN
 KV3576'STREETS.  IT IS NORTH OF AND DETACHED FROM THE COLLEGE POWER PLANT,
 KV3576'100 FEET NORTH OF NORMAL STREET, 75 FEET EAST OF SOUTH GREEN
 KV3576'STREET.  THE MARK IS THE CENTER OF A 197 FEET HIGH, TAPERED, YELLOW
 KV3576'BRICK STACK WITH A FLAIRING TOP.  EIGHT BLACK, METAL RETAINING RINGS
 KV3576'RE-INFORCE THE UPPER STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2172 ***********************************************************************
 KX2172  DESIGNATION -  EAGLE
 KX2172  PID         -  KX2172
 KX2172  STATE/COUNTY-  PA/CENTRE
 KX2172  USGS QUAD   -  PORT MATILDA (1994)
 KX2172
 KX2172                         *CURRENT SURVEY CONTROL
 KX2172  ___________________________________________________________________
 KX2172* NAD 83(1992)-  40 45 33.23609(N)    078 05 18.38972(W)     ADJUSTED  
 KX2172* NAVD 88     -       528.8    (meters)    1735.     (feet)  VERTCON   
 KX2172  ___________________________________________________________________
 KX2172  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 KX2172  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 KX2172
 KX2172  HORZ ORDER  -  FIRST
 KX2172
 KX2172.The horizontal coordinates were established by classical geodetic methods
 KX2172.and adjusted by the National Geodetic Survey in June 2002..
 KX2172
 KX2172.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2172
 KX2172.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2172
 KX2172.The geoid height was determined by GEOID03.
 KX2172
 KX2172;                    North         East     Units Scale Factor Converg.
 KX2172;SPC PA N     -    65,862.920   571,421.223   MT  1.00002235   -0 13 26.0
 KX2172;SPC PA N     -   216,085.26  1,874,737.80   sFT  1.00002235   -0 13 26.0
 KX2172;UTM  17      - 4,516,108.994   745,771.198   MT  1.00034354   +1 54 06.7
 KX2172
 KX2172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2172!SPC PA N     -   0.99992225  x   1.00002235  =   0.99994459
 KX2172!UTM  17      -   0.99992225  x   1.00034354  =   1.00026576
 KX2172
 KX2172:                Primary Azimuth Mark                     Grid Az
 KX2172:SPC PA N     -  RATTLESNAKE FIRE TOWER                   021 05 09.7
 KX2172:UTM  17      -  RATTLESNAKE FIRE TOWER                   018 57 37.0
 KX2172
 KX2172|---------------------------------------------------------------------|
 KX2172| PID    Reference Object                     Distance      Geod. Az  |
 KX2172|                                                           dddmmss.s |
 KX2172| KX2167 RATTLESNAKE FIRE TOWER              APPROX.18.5 KM 0205143.7 |
 KX2172| KW2958 RATTLESNAKE MTN ATT MICROWAVE       APPROX.20.1 KM 0283600.5 |
 KX2172| CJ9720 EAGLE RM 1                           17.850 METERS 04420     |
 KX2172| KW2935 FIRE TOWER                          APPROX.13.4 KM 1282701.6 |
 KX2172| CJ9721 EAGLE RM 2                            9.702 METERS 23339     |
 KX2172| CJ9719 EAGLE AZ MK 2                                      3153708.5 |
 KX2172| CJ9718 EAGLE AZ MK                                        3291606.9 |
 KX2172|---------------------------------------------------------------------|
 KX2172
 KX2172                          SUPERSEDED SURVEY CONTROL
 KX2172
 KX2172  NAD 83(1986)-  40 45 33.23657(N)    078 05 18.39596(W) AD(       ) 1
 KX2172  NAD 27      -  40 45 33.02300(N)    078 05 19.36500(W) AD(       ) 1
 KX2172  NGVD 29 (07/19/86)  529.0    (m)         1736.     (f) VERT ANG       
 KX2172
 KX2172.Superseded values are not recommended for survey control.
 KX2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2172.See file dsdata.txt to determine how the superseded data were derived.
 KX2172
 KX2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF4577116109(NAD 83)
 KX2172_MARKER: DS = TRIANGULATION STATION DISK
 KX2172_SETTING: 66 = SET IN ROCK OUTCROP
 KX2172
 KX2172  HISTORY     - Date     Condition        Report By
 KX2172  HISTORY     - 1938     MONUMENTED       CGS
 KX2172  HISTORY     - 1967     GOOD             CGS
 KX2172  HISTORY     - 1969     GOOD             CGS
 KX2172
 KX2172                          STATION DESCRIPTION
 KX2172
 KX2172'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 KX2172'STATION IS ON A HIGH, ROCKY RIDGE ON BALD EAGLE MT. 3-1/2 MILES SSW
 KX2172'OF PORT MATILDA, 1 MILE SE OF HANNAH, AND 4-1/2 MILES SW OF
 KX2172'STORNSTOWN ON PROPERTY OWNED BY MRS. EDITH WELLER.  MARK IS SET IN
 KX2172'OUTCROPPING BEDROCK AND STAMPED EAGLE 1938.
 KX2172'
 KX2172'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS IN
 KX2172'OUTCROPPING BEDROCK, BOULDERS, AND CONCRETE.
 KX2172'
 KX2172'TO REACH FROM PORT MATILDA, GO SE ON U.S. 250 ABOUT 2-1/2 MILES TO
 KX2172'JUNCTION OF 250 AND 550, TURN R ON 550 AND GO 2.3 MILES TO DIRT
 KX2172'T-ROAD R AND LARGE RED BRICK HOUSE ON L.  TURN R AND GO 1.2 MILES TO
 KX2172'MRS. WELLERS HOME AND END OF TRUCK TRAVEL, GO TO FAR CORNER OF
 KX2172'FIELD SW AND FOLLOW WOODS ROAD TO TOP OF RIDGE, TURN L ALONG TOP OF
 KX2172'RIDGE 125 YARDS TO STATION.
 KX2172'
 KX2172'REFERENCE MARK NO. 1 IS SET IN DRILL HOLE IN BOULDER FLUSH WITH
 KX2172'GROUND AND STAMPED EAGLE 1938.  REFERENCE MARK NO. 2 IS SET IN DRILL
 KX2172'HOLE IN BOULDER FLUSH WITH GROUND AND STAMPED EAGLE 1938.
 KX2172'
 KX2172'AZIMUTH MARK IS 3 MILES W OF PORT MATILDA ON R SIDE OF 220, SET IN
 KX2172'DRILL HOLE IN CONCRETE CULVERT, APPROXIMATELY 6 FEET LONG 2
 KX2172'FEET HIGH, 14.6 FEET N OF CENTER OF ROAD, 5.6 FEET N OF N EDGE OF
 KX2172'ROAD, 50.5 FEET NE OF TELEPHONE POLE NO. 6668, 107 FEET W OF
 KX2172'TELEPHONE POLE NO. 6667, AND STAMPED EAGLE 1938.
 KX2172'
 KX2172'TO REACH FROM JUNCTION OF HIGHWAY IN PORT MATILDA, GO W ON 220, 3.0
 KX2172'MILES TO CULVERT AND AZIMUTH ON R.
 KX2172'
 KX2172'37-FOOT TOWER REQUIRED.
 KX2172'
 KX2172'HEIGHT OF LIGHT ABOVE STATION MARK - 13 METERS.
 KX2172
 KX2172                          STATION RECOVERY (1967)
 KX2172
 KX2172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2172'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND IN
 KX2172'GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND,
 KX2172'A NEW ONE WAS ESTABLISHED NORTHWEST OF THE STATION.  A LONGER
 KX2172'DISTANCE OF 0.258 METERS WAS FOUND TO REFERENCE MARK NO. 1 AND A
 KX2172'SHORTER DISTANCE OF 0.027 METERS WAS FOUND TO REFERENCE MARK NO. 2.
 KX2172'
 KX2172'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS-
 KX2172'
 KX2172'THE STATION IS LOCATED ON A HIGH ROCK COVERED RIDGE ON BALD EAGLE
 KX2172'MOUNTAIN ABOUT 6 AIRLINE MILES NORTHEAST OF BALD EAGLE, ABOUT 3
 KX2172'1/2 AIRLINE MILES SOUTH OF PORT MATILDA AND ABOUT 2 AIRLINE MILES
 KX2172'SOUTH-SOUTHWEST OF CENTENNIAL.  THE PROPERTY IS OWNED BY MR.
 KX2172'GALEN J. MELLOTT WHO LIVES IN STATE COLLEGE.
 KX2172'
 KX2172'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 220 AND
 KX2172'322 IN PORT MATILDA, GO EASTERLY ON A PAVED ROAD FOR 0.2 MILES TO
 KX2172'A RAILROAD DEPOT.  CONTINUE EAST, NORTHEAST AND SOUTHEAST ON THE
 KX2172'PAVED ROAD FOR 1.25 MILES TO A FORK AT THE TOP OF A RIDGE.  KEEP
 KX2172'LEFT AND GO EAST ON A PAVED ROAD FOR 0.75 MILE TO STATE HIGHWAY 550.
 KX2172'TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 550 FOR 2.15 MILES TO A
 KX2172'SIDE ROAD LEFT.  CONTINUE SOUTH ON STATE HIGHWAY 550 FOR 0.15 MILE TO
 KX2172'A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON A TRACK ROAD FOR 0.3
 KX2172'MILE TO A FORK.  KEEP RIGHT AND GO NORTHWEST ON A TRACK ROAD
 KX2172'FOR 0.5 MILE TO A REVERSE-Y-FORK.  CONTINUE STRAIGHT AHEAD AND GO
 KX2172'WEST AND SOUTHWEST ON THE TRACK ROAD FOR 0.2 MILE TO A HOUSE ON
 KX2172'THE RIGHT.  CONTINUE SOUTH ON THE TRACK ROAD FOR 0.25 MILE TO SEVERAL
 KX2172'FARM BUILDINGS ON THE LEFT.  CONTINUE SOUTH ON THE TRACK ROAD
 KX2172'FOR 0.05 MILE TO A FIELD ON THE RIGHT.  BEAR RIGHT AND GO SOUTHWEST
 KX2172'ACROSS THE FIELD FOR 0.1 MILE TO THE MOST WESTERLY EDGE OF THE
 KX2172'FIELD AND END OF TRUCK TRAVEL.  FROM HERE PACK WESTERLY FOR ABOUT
 KX2172'300 YARDS TO THE TOP OF THE ROCK COVERED RIDGE AND THE STATION AT
 KX2172'THREE CAIRNS.  A 4 WHEEL DRIVE VEHICLE IS REQUIRED IN WET WEATHER.
 KX2172'
 KX2172'THE STATION MARK IS 4 FEET NORTHEAST OF A LARGE CAIRN.  THE MARK IS A
 KX2172'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS
 KX2172'FLUSH WITH THE SURFACE AND IT IS STAMPED EAGLE 1938.
 KX2172'
 KX2172'REFERENCE MARK NO. 1 IS 1 FOOT SOUTHWEST OF A LARGE CAIRN.  THE MARK
 KX2172'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS
 KX2172'FLUSH WITH THE SURFACE AND IT IS STAMPED EAGLE NO 1 1938.
 KX2172'
 KX2172'REFERENCE MARK NO. 2 IS 1 FOOT NORTHEAST OF A LARGE CAIRN.  THE MARK
 KX2172'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS
 KX2172'FLUSH WITH THE SURFACE AND IT IS STAMPED EAGLE NO 2 1938.
 KX2172'
 KX2172'THE AZIMUTH MARK IS 18 FEET NORTHWEST OF THE CENTER LINE OF U.S.
 KX2172'HIGHWAY 220 AND 1 FOOT SOUTHWEST OF THE NORTH EDGE OF A SMALL
 KX2172'CONCRETE BRIDGE.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILL
 KX2172'HOLE IN THE NORTH WALKWAY OF THE BRIDGE.  THE AZIMUTH MARK IS FLUSH
 KX2172'WITH THE SURFACE AND IT IS STAMPED EAGLE 1938 AZ 2 1967.
 KX2172'
 KX2172'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF U.S. HIGHWAY 220
 KX2172'AND U.S. HIGHWAY 322 IN PORT MATILDA, GO SOUTHWEST ON U.S. HIGHWAY
 KX2172'220 FOR 3.2 MILES TO A SIDE ROAD RIGHT AT A CHURCH.  CONTINUE
 KX2172'SOUTHWEST ON U.S. HIGHWAY 220 FOR 0.05 MILE TO THE SMALL CONCRETE
 KX2172'BRIDGE AND THE AZIMUTH MARK ON THE RIGHT.
 KX2172'
 KX2172'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MILES
 KX2172'SOUTH-SOUTHWEST OF CENTENNIAL.
 KX2172
 KX2172                          STATION RECOVERY (1969)
 KX2172
 KX2172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 KX2172'THE STATION MARK, REFERENCE MARK 1, 2 AND THE AZIMUTH MARK WERE
 KX2172'RECOVERED AS DESCRIBED IN 1967 BY E.L. HARTLEY WITH THE
 KX2172'FOLLOWING EXCEPTION.  A DIFFERENCE OF -0.273 METERS WAS NOTED ON THE
 KX2172'MEASUREMENT TO REFERENCE MARK NUMBER 1.  HOWEVER THE 1969 AND
 KX2172'THE 1938 MEASUREMENTS WERE IN AGREEMENT.
 KX2172'
 KX2172'HEIGHT OF LIGHT SHOWN 1.42 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1920 ***********************************************************************
 LZ1920  DESIGNATION -  EAGLE
 LZ1920  PID         -  LZ1920
 LZ1920  STATE/COUNTY-  PA/SULLIVAN
 LZ1920  USGS QUAD   -  EAGLES MERE (1993)
 LZ1920
 LZ1920                         *CURRENT SURVEY CONTROL
 LZ1920  ___________________________________________________________________
 LZ1920* NAD 83(1992)-  41 24 50.86390(N)    076 35 39.14992(W)     ADJUSTED  
 LZ1920* NAVD 88     -       647.4    (meters)    2124.     (feet)  VERTCON   
 LZ1920  ___________________________________________________________________
 LZ1920  LAPLACE CORR-           5.06  (seconds)                    DEFLEC99
 LZ1920  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 LZ1920
 LZ1920  HORZ ORDER  -  FIRST
 LZ1920
 LZ1920.The horizontal coordinates were established by classical geodetic methods
 LZ1920.and adjusted by the National Geodetic Survey in June 2002..
 LZ1920
 LZ1920.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1920
 LZ1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1920
 LZ1920.The geoid height was determined by GEOID03.
 LZ1920
 LZ1920;                    North         East     Units Scale Factor Converg.
 LZ1920;SPC PA N     -   139,180.195   696,624.510   MT  0.99995684   +0 45 52.6
 LZ1920;SPC PA N     -   456,627.02  2,285,508.91   sFT  0.99995684   +0 45 52.6
 LZ1920;UTM  18      - 4,585,957.255   366,765.162   MT  0.99981846   -1 03 17.0
 LZ1920
 LZ1920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1920!SPC PA N     -   0.99990352  x   0.99995684  =   0.99986036
 LZ1920!UTM  18      -   0.99990352  x   0.99981846  =   0.99972200
 LZ1920
 LZ1920:                Primary Azimuth Mark                     Grid Az
 LZ1920:SPC PA N     -  EAGLES MERE MUN STANDPIPE                086 48 59.7
 LZ1920:UTM  18      -  EAGLES MERE MUN STANDPIPE                088 38 09.3
 LZ1920
 LZ1920|---------------------------------------------------------------------|
 LZ1920| PID    Reference Object                     Distance      Geod. Az  |
 LZ1920|                                                           dddmmss.s |
 LZ1920| LZ1921 EAGLES MERE MUN STANDPIPE           APPROX. 1.8 KM 0873452.3 |
 LZ1920| LZ1923 EAGLES MERE ATT MICROWAVE TWR       APPROX. 4.2 KM 1020058.1 |
 LZ1920| CB3216 EAGLE AZ MK                                        1882610.3 |
 LZ1920| CB3217 EAGLE RM 1                           61.972 METERS 22253     |
 LZ1920| LZ1999 LONG RIDGE LOOKOUT TOWER            APPROX.17.5 KM 2415427.0 |
 LZ1920| CB3218 EAGLE RM 2                           44.568 METERS 33325     |
 LZ1920|---------------------------------------------------------------------|
 LZ1920
 LZ1920                          SUPERSEDED SURVEY CONTROL
 LZ1920
 LZ1920  NAD 83(1986)-  41 24 50.86241(N)    076 35 39.14801(W) AD(       ) 1
 LZ1920  NAD 27      -  41 24 50.58819(N)    076 35 40.32140(W) AD(       ) 1
 LZ1920  NGVD 29 (07/19/86)  647.6    (m)         2125.     (f) VERT ANG       
 LZ1920
 LZ1920.Superseded values are not recommended for survey control.
 LZ1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1920.See file dsdata.txt to determine how the superseded data were derived.
 LZ1920
 LZ1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL6676585957(NAD 83)
 LZ1920_MARKER: DS = TRIANGULATION STATION DISK
 LZ1920_SETTING: 66 = SET IN ROCK OUTCROP
 LZ1920
 LZ1920  HISTORY     - Date     Condition        Report By
 LZ1920  HISTORY     - 1958     MONUMENTED       CGS
 LZ1920  HISTORY     - 1968     GOOD             CGS
 LZ1920  HISTORY     - 1969     GOOD             CGS
 LZ1920  HISTORY     - 1975     GOOD             NGS
 LZ1920
 LZ1920                          STATION DESCRIPTION
 LZ1920
 LZ1920'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ1920'THE STATION IS LOCATED ABOUT 0.5 MILE NORTHWEST OF EAGLES MERE, 0.5
 LZ1920'MILE WEST OF EAGLES MERE LAKE AND ON LAND OWNED BY THE EAGLES
 LZ1920'MERE GOLF CLUB.
 LZ1920'
 LZ1920'TO REACH THE STATION FROM THE POST OFFICE IN EAGLES MERE, GO
 LZ1920'SOUTHWESTERLY ON STATE HIGHWAY 42 FOR 0.45 MILE TO A
 LZ1920'FORK, TAKE RIGHT FORK, SURFACED ROAD, FOR 0.05 MILE TO A DIRT ROAD ON
 LZ1920'THE RIGHT, TURN SHARP RIGHT ON DIRT ROAD FOR 0.05 MILE TO
 LZ1920'BOY SCOUT CAMP, THENCE LEFT A FEW YARDS TO THE EDGE OF THE GOLF
 LZ1920'LINKS, TURN RIGHT ALONG THE NORTHEAST SIDE OF FAIRWAY FOR 0.2
 LZ1920'MILE TO THE STATION ON THE RIGHT APPROXIMATELY 150 FEET SOUTHEAST OF
 LZ1920'TWO LARGE TANKS.
 LZ1920'
 LZ1920'STATION MARK IS A STANDARD DISK, STAMPED EAGLE 1958, CEMENTED IN A
 LZ1920'DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 1 FOOT.
 LZ1920'IT IS 29 FEET SOUTHEAST OF A TWIN TRUNKED BEACH TREE WITH RED PAINT
 LZ1920'AROUND IT AND 22 FEET EAST OF A 16-INCH CEDAR TREE.
 LZ1920'
 LZ1920'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED EAGLE NO 1 1958 IS
 LZ1920'CEMENTED IN A DRILL HOLE IN AN IRREGULAR SHAPED BOULDER WHICH
 LZ1920'PROJECTS ABOUT 1 FOOT.  IT IS IN A ROW OF TREES BETWEEN THE FAIRWAYS,
 LZ1920'45 FEET SOUTH-SOUTHEAST OF A 16-INCH TREE AND 22 FEET NORTH
 LZ1920'OF TWO 18-INCH TREES.
 LZ1920'
 LZ1920'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED EAGLE NO 2 1958, IS
 LZ1920'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 LZ1920'PROJECTS ABOUT 3 INCHES.  IT IS 43.5 FEET NORTHEAST OF THE EAST ONE
 LZ1920'OF TWO LARGE TANKS.
 LZ1920'
 LZ1920'NOTE- AN AZIMUTH MARK WAS NOT ESTABLISHED AT THIS STATION.
 LZ1920'
 LZ1920'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LZ1920
 LZ1920                          STATION RECOVERY (1968)
 LZ1920
 LZ1920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (AIM)
 LZ1920'ALL MARKS FOUND AS DESCRIBED.
 LZ1920'
 LZ1920'HEIGHT OF LIGHT ABOVE STATION MARK 92.63 FEET.
 LZ1920
 LZ1920                          STATION RECOVERY (1969)
 LZ1920
 LZ1920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LZ1920'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 LZ1920'IN GOOD CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED AT
 LZ1920'THIS TIME.  FOLLOWING IS A TO REACH AND MEASUREMENTS FOR THE AZIMUTH
 LZ1920'MARK.
 LZ1920'
 LZ1920'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH-SOUTHWEST ACROSS
 LZ1920'THE GOLF COURSE FOR 0.25 MILE TO THE CLUB HOUSE AND THE
 LZ1920'MARK.
 LZ1920'
 LZ1920'THE AZIMUTH MARK IS 142 FEET NORTH OF THE NORTH CORNER OF CLUB HOUSE
 LZ1920'AND 3.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 LZ1920'OF A BUILDING.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A
 LZ1920'SQUARE CONCRETE POST SET FLUSH WITH THE GROUND AND IS
 LZ1920'STAMPED EAGLE 1958 1968.
 LZ1920
 LZ1920                          STATION RECOVERY (1975)
 LZ1920
 LZ1920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LZ1920'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 LZ1920'AS DESCRIBED IN THE PREVIOUS DESCRIPTIONS.
 LZ1920'
 LZ1920'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE NORTHWEST
 LZ1920'OF EAGLES MERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5912 ***********************************************************************
 KV5912  DESIGNATION -  EAGLE
 KV5912  PID         -  KV5912
 KV5912  STATE/COUNTY-  PA/MONTGOMERY
 KV5912  USGS QUAD   -  NORRISTOWN (1992)
 KV5912
 KV5912                         *CURRENT SURVEY CONTROL
 KV5912  ___________________________________________________________________
 KV5912* NAD 83(1992)-  40 04 37.02192(N)    075 15 14.44496(W)     ADJUSTED  
 KV5912* NAVD 88     -       109.3    (meters)     359.     (feet)  VERTCON   
 KV5912  ___________________________________________________________________
 KV5912  X           -   1,243,977.242 (meters)                     COMP
 KV5912  Y           -  -4,726,300.839 (meters)                     COMP
 KV5912  Z           -   4,084,575.938 (meters)                     COMP
 KV5912  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 KV5912  ELLIP HEIGHT-          75.79  (meters)          (06/21/02) GPS OBS
 KV5912  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KV5912
 KV5912  HORZ ORDER  -  SECOND
 KV5912  ELLP ORDER  -  FOURTH    CLASS I
 KV5912
 KV5912.The horizontal coordinates were established by GPS observations
 KV5912.and adjusted by the National Geodetic Survey in June 2002..
 KV5912
 KV5912.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5912
 KV5912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5912
 KV5912.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5912
 KV5912.The ellipsoidal height was determined by GPS observations
 KV5912.and is referenced to NAD 83.
 KV5912
 KV5912.The geoid height was determined by GEOID03.
 KV5912
 KV5912;                    North         East     Units Scale Factor Converg.
 KV5912;SPC PA S     -    85,575.647   812,870.091   MT  0.99998065   +1 37 09.8
 KV5912;SPC PA S     -   280,759.44  2,666,891.29   sFT  0.99998065   +1 37 09.8
 KV5912;UTM  18      - 4,436,328.941   478,341.916   MT  0.99960577   -0 09 48.7
 KV5912
 KV5912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5912!SPC PA S     -   0.99998811  x   0.99998065  =   0.99996876
 KV5912!UTM  18      -   0.99998811  x   0.99960577  =   0.99959389
 KV5912
 KV5912|---------------------------------------------------------------------|
 KV5912| PID    Reference Object                     Distance      Geod. Az  |
 KV5912|                                                           dddmmss.s |
 KV5912| CS3457 EAGLE RM 1                           14.347 METERS 01237     |
 KV5912| KV6112 EAGLE AZ MK                         APPROX. 0.5 KM 1150246.1 |
 KV5912| CS3458 EAGLE RM 2                            8.926 METERS 12553     |
 KV5912| CS3494 MONTGOMERY CTY CT HOUSE DOME                       2992103.7 |
 KV5912|---------------------------------------------------------------------|
 KV5912
 KV5912                          SUPERSEDED SURVEY CONTROL
 KV5912
 KV5912  NAD 83(1996)-  40 04 37.02130(N)    075 15 14.44288(W) AD(       ) 2
 KV5912  NAD 83(1991)-  40 04 37.01897(N)    075 15 14.44569(W) AD(       ) 2
 KV5912  ELLIP H (01/27/92)   76.09   (m)                       GP(       ) 4 1
 KV5912  NAD 83(1986)-  40 04 37.01556(N)    075 15 14.44803(W) AD(       ) 2
 KV5912  NGVD 29 (07/14/89)  109.6    (m)          360.     (f) GPS OBS        
 KV5912
 KV5912.Superseded values are not recommended for survey control.
 KV5912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5912.See file dsdata.txt to determine how the superseded data were derived.
 KV5912
 KV5912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7834236329(NAD 83)
 KV5912_MARKER: DH = HORIZONTAL CONTROL DISK
 KV5912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV5912_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KV5912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5912+STABILITY: SURFACE MOTION
 KV5912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5912+SATELLITE: SATELLITE OBSERVATIONS - 1984
 KV5912
 KV5912  HISTORY     - Date     Condition        Report By
 KV5912  HISTORY     - 1984     MONUMENTED       PADT
 KV5912
 KV5912                          STATION DESCRIPTION
 KV5912
 KV5912'DESCRIBED BY PA DEPT OF TRANSP 1984 (RBG)
 KV5912'THE STATION IS LOCATED ABOUT
 KV5912'3.5 KM (2.15 MI) SOUTHEAST OF PLYMOUTH MEETING AND
 KV5912'1 KM (.6 MI) NORTH-NORTHWEST OF THE PHILADELPHIA COUNTY LINE, IN
 KV5912'WHITEMARSH TOWNSHIP.
 KV5912'OWNERSHIP--THE EAGLE LODGE
 KV5912'
 KV5912'TO REACH THE STATION FROM THE INTERSECTION OF RIDGE PIKE AND
 KV5912'FAYETTE STREET IN HARMONVILLE, GO SOUTHEAST FOR
 KV5912'4 KM (2.5 MI) ON RIDGE PIKE TO MANOR ROAD,
 KV5912'TURN RIGHT AND GO SOUTHWEST FOR .2 KM (.1 MI) ON MANOR ROAD TO THE
 KV5912'AZIMUTH MARK AND THE ENTRANCE ROAD TO EAGLE LODGE,
 KV5912'TURN RIGHT AND GO NORTHWEST FOR .5 KM (.3 MI) ON ENTRANCE ROAD TO
 KV5912'AN INTERSECTION OF ROADS AND THE STATION ON THE LEFT.
 KV5912'
 KV5912'THE STATION IS A STANDARD PADT DISK
 KV5912'STAMPED---EAGLE 1984---,
 KV5912'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5912'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV5912'19.51 METERS (64.0 FT) NORTHWEST FROM THE CENTER OF THE ROAD
 KV5912'INTERSECTION,
 KV5912'10.55 METERS (34.6 FT) WEST-SOUTHWEST FROM A LIGHT POLE,
 KV5912'9.45 METERS (31.0 FT) NORTH-NORTHWEST FROM THE NORTH EDGE OF
 KV5912'EAST-WEST ROAD AND
 KV5912'6.40 METERS (21.0 FT) NORTH-NORTHWEST FROM A 4 INCH DIAMETER MAPLE
 KV5912'TREE.
 KV5912'THE UNDERGROUND MARK IS A STANDARD PADT DISK
 KV5912'STAMPED---EAGLE 1984---,
 KV5912'SET INTO BEDROCK 1.04 METERS BELOW THE SURFACE.
 KV5912'
 KV5912'REFERENCE MARK NO. 2 IS A STANDARD PADT DISK
 KV5912'STAMPED---EAGLE NO.2 1984---,
 KV5912'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5912'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV5912'11.58 METERS (38.0 FT) NORTHWEST FROM THE CENTER OF ROAD
 KV5912'INTERSECTION,
 KV5912'10.15 METERS (33.3 FT) NORTHEAST FROM A LIGHT POLE AND
 KV5912'0.61 METERS (2.0 FT) NORTH-NORTHWEST FROM THE NORTH EDGE OF
 KV5912'EAST-WEST ROAD.
 KV5912'MARK IS .15 METERS ABOVE THE STATION.
 KV5912'
 KV5912'REFERENCE MARK NO. 1 IS A STANDARD PADT DISK
 KV5912'STAMPED---EAGLE NO.1 1984---,
 KV5912'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5912'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV5912'4.15 METERS (13.6 FT) SOUTHEAST FROM A 4 INCH DIAMETER MAPLE TREE,
 KV5912'1.82 METERS (6.0 FT) NORTHWEST FROM A 4 INCH DIAMETER MAPLE TREE AND
 KV5912'3.11 METERS (10.2 FT) SOUTHWEST FROM THE WEST EDGE OF NORTH-SOUTH
 KV5912'ROAD.
 KV5912'MARK IS 0.61 METERS BELOW THE STATION.
 KV5912'
 KV5912'AZIMUTH MARK NO. 1 IS A STANDARD PADT DISK
 KV5912'STAMPED---EAGLE 1984---,
 KV5912'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5912'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV5912'34.14 METERS (112.0 FT) NORTHEAST FROM THE EAST EDGE OF EAGLE LODGE
 KV5912'ENTRANCE ROAD,
 KV5912'5.09 METERS (16.7 FT) WEST-NORTHWEST FROM A POWER POLE NUMBER 1141,
 KV5912'AND
 KV5912'3.66 METERS (12.0 FT) NORTHWEST FROM THE NORTH EDGE OF MANOR ROAD.
 KV5912'TO REACH THE AZIMUTH FROM THE STATION,
 KV5912'GO SOUTHEAST FOR .5 KM (.3 MI) ON EAGLE LODGE ENTRANCE ROAD TO
 KV5912'MANOR ROAD AND THE MARK ON THE LEFT.
 KV5912'
 KV5912'THE MONTGOMERY COUNTY COURT HOUSE DOME, THE FIRST PRESBYTERIAN
 KV5912'CHURCH SPIRE AND THE SANDY HILL ROAD WATER TANK ARE INTENDED FOR USE
 KV5912'AS SECONDARY AZIMUTH MARKS.
 KV5912'DESCRIBED BY R. B. GROSSER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6112 ***********************************************************************
 KV6112  DESIGNATION -  EAGLE AZ MK
 KV6112  PID         -  KV6112
 KV6112  STATE/COUNTY-  PA/MONTGOMERY
 KV6112  USGS QUAD   -  GERMANTOWN (1997)
 KV6112
 KV6112                         *CURRENT SURVEY CONTROL
 KV6112  ___________________________________________________________________
 KV6112* NAD 83(1992)-  40 04 30.01716(N)    075 14 54.93335(W)     ADJUSTED  
 KV6112* NAVD 88     -       101.     (meters)     331.     (feet)  VERTCON   
 KV6112  ___________________________________________________________________
 KV6112  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 KV6112  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 KV6112
 KV6112  HORZ ORDER  -  THIRD
 KV6112
 KV6112.The horizontal coordinates were established by classical geodetic methods
 KV6112.and adjusted by the National Geodetic Survey in June 2002..
 KV6112.No horizontal observational check was made to the station.
 KV6112
 KV6112.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6112
 KV6112.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6112
 KV6112.The geoid height was determined by GEOID03.
 KV6112
 KV6112;                    North         East     Units Scale Factor Converg.
 KV6112;SPC PA S     -    85,372.766   813,338.321   MT  0.99998087   +1 37 22.4
 KV6112;SPC PA S     -   280,093.82  2,668,427.47   sFT  0.99998087   +1 37 22.4
 KV6112;UTM  18      - 4,436,111.672   478,803.434   MT  0.99960553   -0 09 36.2
 KV6112
 KV6112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6112!SPC PA S     -   0.99998935  x   0.99998087  =   0.99997022
 KV6112!UTM  18      -   0.99998935  x   0.99960553  =   0.99959488
 KV6112
 KV6112                          SUPERSEDED SURVEY CONTROL
 KV6112
 KV6112  NAD 83(1996)-  40 04 30.01654(N)    075 14 54.93126(W) AD(       ) 3
 KV6112  NAD 83(1991)-  40 04 30.01420(N)    075 14 54.93404(W) AD(       ) 3
 KV6112  NAD 83(1986)-  40 04 30.01098(N)    075 14 54.93625(W) AD(       ) 3
 KV6112  NGVD 29 (02/23/90)  102.     (m)          335.     (f) VERT ANG       
 KV6112
 KV6112.Superseded values are not recommended for survey control.
 KV6112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6112.See file dsdata.txt to determine how the superseded data were derived.
 KV6112
 KV6112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7880336112(NAD 83)
 KV6112_MARKER: DZ = AZIMUTH MARK DISK
 KV6112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6112_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KV6112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6112+STABILITY: SURFACE MOTION
 KV6112
 KV6112  HISTORY     - Date     Condition        Report By
 KV6112  HISTORY     - 1984     MONUMENTED       PADT
 KV6112
 KV6112                          STATION DESCRIPTION
 KV6112
 KV6112'DESCRIBED BY PA DEPT OF TRANSP 1984 (RBG)
 KV6112'THE STATION IS LOCATED ABOUT
 KV6112'3.5 KM (2.15 MI) SOUTHEAST OF PLYMOUTH MEETING, AND
 KV6112'1.0 KM (0.6 MI) NORTH-NORTHWEST OF THE PHILADELPHIA COUNTY LINE, IN
 KV6112'WHITEMARSH TOWNSHIP.
 KV6112'OWNERSHIP--EAGLE LODGE
 KV6112'
 KV6112'TO REACH THE STATION FROM THE INTERSECTION OF RIDGE PIKE AND
 KV6112'FAYETTE STREET (BUTLER PIKE) IN HARMONVILLE, GO SOUTHEAST FOR
 KV6112'4.0 KM (2.5 MI) ON RIDGE PIKE TO MANOR ROAD,
 KV6112'TURN RIGHT AND GO SOUTHWEST FOR 0.2 KM (0.1 MI) ON MANOR ROAD TO
 KV6112'THE STATION ON THE RIGHT.
 KV6112'
 KV6112'THE STATION IS A STANDARD PADT DISK
 KV6112'STAMPED---EAGLE 1984---,
 KV6112'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6112'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6112'34.14 METERS (112.0 FT) NORTHEAST FROM THE EAST EDGE OF EAGLE LODGE
 KV6112'ENTRANCE ROAD,
 KV6112'5.09 METERS (16.7 FT) WEST-NORTHWEST FROM A POWER POLE NUMBER 1141,
 KV6112'AND
 KV6112'3.66 METERS (12.0 FT) NORTHWEST FROM THE NORTH EDGE OF MANOR ROAD.
 KV6112'
 KV6112'DESCRIBED BY R. B. GROSSER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1923 ***********************************************************************
 LZ1923  DESIGNATION -  EAGLES MERE ATT MICROWAVE TWR
 LZ1923  PID         -  LZ1923
 LZ1923  STATE/COUNTY-  PA/SULLIVAN
 LZ1923  USGS QUAD   -  EAGLES MERE (1993)
 LZ1923
 LZ1923                         *CURRENT SURVEY CONTROL
 LZ1923  ___________________________________________________________________
 LZ1923* NAD 83(1992)-  41 24 22.34483(N)    076 32 41.42365(W)     ADJUSTED  
 LZ1923* NAVD 88     -                                                        
 LZ1923  ___________________________________________________________________
 LZ1923  LAPLACE CORR-           5.17  (seconds)                    DEFLEC99
 LZ1923  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LZ1923
 LZ1923  HORZ ORDER  -  THIRD
 LZ1923
 LZ1923.The horizontal coordinates were established by classical geodetic methods
 LZ1923.and adjusted by the National Geodetic Survey in June 2002..
 LZ1923
 LZ1923
 LZ1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1923
 LZ1923.The geoid height was determined by GEOID03.
 LZ1923
 LZ1923;                    North         East     Units Scale Factor Converg.
 LZ1923;SPC PA N     -   138,356.743   700,763.704   MT  0.99995686   +0 47 50.1
 LZ1923;SPC PA N     -   453,925.41  2,299,088.92   sFT  0.99995686   +0 47 50.1
 LZ1923;UTM  18      - 4,585,002.953   370,875.532   MT  0.99980519   -1 01 18.8
 LZ1923
 LZ1923                          SUPERSEDED SURVEY CONTROL
 LZ1923
 LZ1923  NAD 83(1986)-  41 24 22.34323(N)    076 32 41.42182(W) AD(       ) 4
 LZ1923  NAD 27      -  41 24 22.07000(N)    076 32 42.59400(W) AD(       ) 3
 LZ1923
 LZ1923.Superseded values are not recommended for survey control.
 LZ1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1923.See file dsdata.txt to determine how the superseded data were derived.
 LZ1923
 LZ1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL7087685003(NAD 83)
 LZ1923
 LZ1923  HISTORY     - Date     Condition        Report By
 LZ1923  HISTORY     - 1958     MONUMENTED       CGS
 LZ1923  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LZ1923
 LZ1923                          STATION DESCRIPTION
 LZ1923
 LZ1923'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ1923'THE STATION IS THE TOP LIGHT ON THE NORTH SIDE OF THE TOWER, IT IS
 LZ1923'100 YARDS NORTH OF STATE HIGHWAY 42 ON A HIGH WOOD-COVERED
 LZ1923'HILL, 1-1/2 MILES EAST OF EAGLES MERE.
 LZ1923'
 LZ1923'THE STATION IS A RED AND WHITE FOUR-LEGGED STEEL STRUCTURE AND IS 180
 LZ1923'FEET HIGH.
 LZ1923
 LZ1923                          STATION RECOVERY (1969)
 LZ1923
 LZ1923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LZ1923'STATION RECOVERED AS DESCRIBED IN 1958 AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1921 ***********************************************************************
 LZ1921  DESIGNATION -  EAGLES MERE MUN STANDPIPE
 LZ1921  PID         -  LZ1921
 LZ1921  STATE/COUNTY-  PA/SULLIVAN
 LZ1921  USGS QUAD   -  EAGLES MERE (1993)
 LZ1921
 LZ1921                         *CURRENT SURVEY CONTROL
 LZ1921  ___________________________________________________________________
 LZ1921* NAD 83(1992)-  41 24 53.26264(N)    076 34 23.49695(W)     ADJUSTED  
 LZ1921* NAVD 88     -                                                        
 LZ1921  ___________________________________________________________________
 LZ1921  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 LZ1921  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 LZ1921
 LZ1921  HORZ ORDER  -  THIRD
 LZ1921
 LZ1921.The horizontal coordinates were established by classical geodetic methods
 LZ1921.and adjusted by the National Geodetic Survey in June 2002..
 LZ1921
 LZ1921
 LZ1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1921
 LZ1921.The geoid height was determined by GEOID03.
 LZ1921
 LZ1921;                    North         East     Units Scale Factor Converg.
 LZ1921;SPC PA N     -   139,277.845   698,380.233   MT  0.99995684   +0 46 42.6
 LZ1921;SPC PA N     -   456,947.40  2,291,269.15   sFT  0.99995684   +0 46 42.6
 LZ1921;UTM  18      - 4,585,999.110   368,522.853   MT  0.99981274   -1 02 27.0
 LZ1921
 LZ1921                          SUPERSEDED SURVEY CONTROL
 LZ1921
 LZ1921  NAD 83(1986)-  41 24 53.26112(N)    076 34 23.49528(W) AD(       ) 4
 LZ1921  NAD 27      -  41 24 52.98800(N)    076 34 24.66900(W) AD(       ) 3
 LZ1921
 LZ1921.Superseded values are not recommended for survey control.
 LZ1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1921.See file dsdata.txt to determine how the superseded data were derived.
 LZ1921
 LZ1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL6852385999(NAD 83)
 LZ1921
 LZ1921  HISTORY     - Date     Condition        Report By
 LZ1921  HISTORY     - 1958     MONUMENTED       CGS
 LZ1921  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LZ1921
 LZ1921                          STATION DESCRIPTION
 LZ1921
 LZ1921'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ1921'THE STATION IS THE TOP CENTER OF THE STANDPIPE.  IT SETS 200 FEET
 LZ1921'NORTHWEST OF THE CRESTMONT INN AND ON THE EAST SIDE OF EAGLES MERE
 LZ1921'LAKE.
 LZ1921'
 LZ1921'THE STATION IS A CYLINDERICAL METAL, SILVER IN COLOR, 10 FEET IN
 LZ1921'DIAMETER AND 100 FEET HIGH.  IT SETS ON A STONE STRUCTURE
 LZ1921'WHICH IS 8 FEET HIGH.
 LZ1921
 LZ1921                          STATION RECOVERY (1969)
 LZ1921
 LZ1921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LZ1921'STATION RECOVERED AS DESCRIBED IN 1958 AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU4501 ***********************************************************************
 JU4501  DESIGNATION -  EAKIN
 JU4501  PID         -  JU4501
 JU4501  STATE/COUNTY-  PA/PHILADELPHIA
 JU4501  USGS QUAD   -  PHILADELPHIA (1994)
 JU4501
 JU4501                         *CURRENT SURVEY CONTROL
 JU4501  ___________________________________________________________________
 JU4501* NAD 83(1996)-  39 57 50.79392(N)    075 10 44.22682(W)     ADJUSTED  
 JU4501* NAVD 88     -        14.3    (meters)      47.     (feet)  GPS OBS   
 JU4501  ___________________________________________________________________
 JU4501  X           -   1,252,210.418 (meters)                     COMP
 JU4501  Y           -  -4,732,386.300 (meters)                     COMP
 JU4501  Z           -   4,074,920.052 (meters)                     COMP
 JU4501  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 JU4501  ELLIP HEIGHT-         -18.63  (meters)          (08/10/01) GPS OBS
 JU4501  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU4501
 JU4501  HORZ ORDER  -  FIRST
 JU4501  ELLP ORDER  -  FOURTH    CLASS II
 JU4501
 JU4501.The horizontal coordinates were established by GPS observations
 JU4501.and adjusted by the National Geodetic Survey in May 1999..
 JU4501
 JU4501.The orthometric height was determined by GPS observations and a
 JU4501.high-resolution geoid model.
 JU4501
 JU4501.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4501
 JU4501.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4501
 JU4501.The ellipsoidal height was determined by GPS observations
 JU4501.and is referenced to NAD 83.
 JU4501
 JU4501.The geoid height was determined by GEOID03.
 JU4501
 JU4501;                    North         East     Units Scale Factor Converg.
 JU4501;SPC PA S     -    73,235.444   819,634.561   MT  0.99999533   +1 40 05.1
 JU4501;SPC PA S     -   240,273.29  2,689,084.39   sFT  0.99999533   +1 40 05.1
 JU4501;SPC NJ       -   125,750.467    91,996.896   MT  0.99994140   -0 26 10.0
 JU4501;SPC NJ       -   412,566.32    301,826.48   sFT  0.99994140   -0 26 10.0
 JU4501;UTM  18      - 4,423,789.058   484,716.721   MT  0.99960288   -0 06 53.8
 JU4501
 JU4501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4501!SPC PA S     -   1.00000292  x   0.99999533  =   0.99999825
 JU4501!SPC NJ       -   1.00000292  x   0.99994140  =   0.99994432
 JU4501!UTM  18      -   1.00000292  x   0.99960288  =   0.99960580
 JU4501
 JU4501                          SUPERSEDED SURVEY CONTROL
 JU4501
 JU4501  NAD 83(1992)-  39 57 50.79338(N)    075 10 44.22702(W) AD(       ) 1
 JU4501  ELLIP H (06/28/94)  -18.68   (m)                       GP(       ) 4 1
 JU4501
 JU4501.Superseded values are not recommended for survey control.
 JU4501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4501.See file dsdata.txt to determine how the superseded data were derived.
 JU4501
 JU4501_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8471723789(NAD 83)
 JU4501_MARKER: DD = SURVEY DISK
 JU4501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4501_SP_SET: CONCRETE POST
 JU4501_STAMPING: EAKIN 1993
 JU4501_MARK LOGO: PA6540
 JU4501_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JU4501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4501+STABILITY: SURFACE MOTION
 JU4501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4501+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JU4501
 JU4501  HISTORY     - Date     Condition        Report By
 JU4501  HISTORY     - 1993     MONUMENTED       PA6540
 JU4501  HISTORY     - 20041023 MARK NOT FOUND   INDIV
 JU4501
 JU4501                          STATION DESCRIPTION
 JU4501
 JU4501'DESCRIBED BY CITY OF PHILADELPHIA PENNSYLVANIA 1993
 JU4501'THE STATION IS LOCATED IN THE 18TH WARD OF THE CITY OF
 JU4501'PHILADELPHIA,NEAR THE PHILADELPHIA ART MUSEUM AT THE WEST END OF THE
 JU4501'BENJAMIN FRANKLIN PARKWAY BEHIND THE STATUE DIRECTLY ACROSS FROM THE
 JU4501'MUSEUM. THE STATION IS 8.9 FT (2.7 M) EAST OF EAST EDGE OF GRANITE
 JU4501'CURBING AND 57.1 FT (17.4 M) SOUTH OF SOUTH EDGE OF CONCRETE WALKWAY.
 JU4501'THE MARK IS A CITY OF PHILADELPHIA HORIZONTAL CONTROL NETWORK BRASS
 JU4501'DISC STAMPED EAKIN 1993.
 JU4501'TO REACH THE STATION FROM I-95 SOUTH OR NORTH, TAKE I-676 W (VINE
 JU4501'STREET EXPRESSWAY) TO 22ND STREET EXIT. TURN RIGHT TO FIRST TRAFFIC
 JU4501'LIGHT (BEN FRANKLIN PARKWAY). TURN LEFT ON PARKWAY AND FOLLOW AROUND
 JU4501'EAKIN FTS OVAL TO REAR AND ENTER PARKING LOT BEHIND STATUE.
 JU4501
 JU4501                          STATION RECOVERY (2004)
 JU4501
 JU4501'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 JU4501'THE MARK MAY NOW BE COVERED BY A CONCRETE SIDEWALK. BASED ON A QUICK
 JU4501'SUNSIGHT ON CITY HALL TOWER JU3107, THE MARK SHOULD BE 0 TO 1 METER NE
 JU4501'OF THE AXIS THAT RUNS NORTHWESTWARD FROM THE CITY HALL TOWER UP THE
 JU4501'CENTERLINE OF THE BEN FRANKLIN PARKWAY AND THROUGH THE STATUE TO THE
 JU4501'CENTRAL ROOFPEAK OF THE ART MUSEUM.
 JU4501' 
 JU4501'BASED ON THE ANGLE TO THE PRR SMOKESTACK JU3152, THE MARK SHOULD BE 0
 JU4501'TO 1 METER NW OF THE SE EDGE OF THE SIDEWALK THAT EXTENDS 9 METERS SE
 JU4501'FROM THE BOTTOM OF THE SE STEPS THAT CLIMB TO THE STATUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3798 ***********************************************************************
 KV3798  DESIGNATION -  EAST GREENVILLE TANK
 KV3798  PID         -  KV3798
 KV3798  STATE/COUNTY-  PA/MONTGOMERY
 KV3798  USGS QUAD   -  EAST GREENVILLE (1992)
 KV3798
 KV3798                         *CURRENT SURVEY CONTROL
 KV3798  ___________________________________________________________________
 KV3798* NAD 83(1992)-  40 24 30.81543(N)    075 30 13.26996(W)     ADJUSTED  
 KV3798* NAVD 88     -                                                        
 KV3798  ___________________________________________________________________
 KV3798  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 KV3798  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 KV3798
 KV3798  HORZ ORDER  -  THIRD
 KV3798
 KV3798.The horizontal coordinates were established by classical geodetic methods
 KV3798.and adjusted by the National Geodetic Survey in June 2002..
 KV3798
 KV3798
 KV3798.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3798
 KV3798.The geoid height was determined by GEOID03.
 KV3798
 KV3798;                    North         East     Units Scale Factor Converg.
 KV3798;SPC PA S     -   121,812.470   790,645.070   MT  0.99995977   +1 27 26.6
 KV3798;SPC PA S     -   399,646.41  2,593,974.70   sFT  0.99995977   +1 27 26.6
 KV3798;UTM  18      - 4,473,226.743   457,262.752   MT  0.99962248   -0 19 35.4
 KV3798
 KV3798                          SUPERSEDED SURVEY CONTROL
 KV3798
 KV3798  NAD 83(1996)-  40 24 30.81318(N)    075 30 13.27211(W) AD(       ) 4
 KV3798  NAD 83(1986)-  40 24 30.81101(N)    075 30 13.27471(W) AD(       ) 4
 KV3798  NAD 27      -  40 24 30.45000(N)    075 30 14.62000(W) AD(       ) 3
 KV3798
 KV3798.Superseded values are not recommended for survey control.
 KV3798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3798.See file dsdata.txt to determine how the superseded data were derived.
 KV3798
 KV3798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK5726373227(NAD 83)
 KV3798_MARKER: 53 = ELEVATED TANK
 KV3798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3798+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2003
 KV3798
 KV3798  HISTORY     - Date     Condition        Report By
 KV3798  HISTORY     - 1942     FIRST OBSERVED   CGS
 KV3798  HISTORY     - 20031223 GOOD             USPSQD
 KV3798
 KV3798                          STATION DESCRIPTION
 KV3798
 KV3798'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KV3798'THIS INTERSECTION STATION IS THE WATER TANK OF THE CITY WATER SUPPLY,
 KV3798'LOCATED ABOUT 0.1 MILE NW OF THE CENTER OF THE TOWN, ON STATE
 KV3798'HIGHWAY 29.  IT IS A 6-LEGGED STEEL STRUCTURE ABOUT 100 FEET HIGH,
 KV3798'AND THE ENTIRE STRUCTURE IS PAINTED ALUMINUM.  POINT OBSERVED UPON
 KV3798'WAS THE FINIAL ON THE APEX OF THE ROOF.
 KV3798
 KV3798                          STATION RECOVERY (2003)
 KV3798
 KV3798'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEQ)
 KV3798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1888 ***********************************************************************
 KV1888  DESIGNATION -  EAST PENN A
 KV1888  PID         -  KV1888
 KV1888  STATE/COUNTY-  PA/CARBON
 KV1888  USGS QUAD   -  NESQUEHONING (1993)
 KV1888
 KV1888                         *CURRENT SURVEY CONTROL
 KV1888  ___________________________________________________________________
 KV1888* NAD 83(1986)-  40 46 10.     (N)    075 46 29.     (W)     SCALED    
 KV1888* NAVD 88     -       263.019  (meters)     862.92   (feet)  ADJUSTED  
 KV1888  ___________________________________________________________________
 KV1888  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KV1888  DYNAMIC HT  -         262.894 (meters)     862.51  (feet)  COMP
 KV1888  MODELED GRAV-     980,141.9   (mgal)                       NAVD 88
 KV1888
 KV1888  VERT ORDER  -  SECOND    CLASS 0
 KV1888
 KV1888.The horizontal coordinates were scaled from a topographic map and have
 KV1888.an estimated accuracy of +/- 6 seconds.
 KV1888
 KV1888.The orthometric height was determined by differential leveling
 KV1888.and adjusted by the National Geodetic Survey in June 1991..
 KV1888
 KV1888.The geoid height was determined by GEOID03.
 KV1888
 KV1888.The dynamic height is computed by dividing the NAVD 88
 KV1888.geopotential number by the normal gravity value computed on the
 KV1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1888.degrees latitude (g = 980.6199 gals.).
 KV1888
 KV1888.The modeled gravity was interpolated from observed gravity values.
 KV1888
 KV1888;                    North         East    Units  Estimated Accuracy
 KV1888;SPC PA N     -    68,840.      766,760.      MT  (+/- 180 meters Scaled)
 KV1888
 KV1888                          SUPERSEDED SURVEY CONTROL
 KV1888
 KV1888  NGVD 29 (??/??/??)  263.225  (m)          863.60   (f) ADJUSTED    2 0
 KV1888
 KV1888.Superseded values are not recommended for survey control.
 KV1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1888.See file dsdata.txt to determine how the superseded data were derived.
 KV1888
 KV1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL346134(NAD 83)
 KV1888_MARKER: DB = BENCH MARK DISK
 KV1888_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1888_SP_SET: WALL
 KV1888_STAMPING: EAST PENN A 1942
 KV1888_MARK LOGO: CGS   
 KV1888_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV1888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1888
 KV1888  HISTORY     - Date     Condition        Report By
 KV1888  HISTORY     - 1942     MONUMENTED       CGS
 KV1888  HISTORY     - 1972     GOOD             MME
 KV1888  HISTORY     - 19910519 GOOD             USPSQD
 KV1888  HISTORY     - 19970201 GOOD             NGS
 KV1888
 KV1888                          STATION DESCRIPTION
 KV1888
 KV1888'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1888'2.1 MI NE FROM ANDREAS.
 KV1888'2.1 MILES NORTHEAST ALONG THE COUNTY ROAD FROM THE
 KV1888'STATION AT ANDREAS, AT THE EAST PENN. AIRPORT, SET IN THE SOUTH
 KV1888'FACE AT THE SOUTHWEST CORNER OF THE MACHINE SHOP BUILDING, 4.3
 KV1888'FEET ABOVE GROUND LEVEL.  A STANDARD DISK SET VERTICALLY.
 KV1888
 KV1888                          STATION RECOVERY (1972)
 KV1888
 KV1888'RECOVERY NOTE BY MYERS-MACOMBER ENGINEERS 1972
 KV1888'RECOVERED IN GOOD CONDITION.
 KV1888
 KV1888                          STATION RECOVERY (1991)
 KV1888
 KV1888'RECOVERY NOTE BY US POWER SQUADRON 1991 (MWD)
 KV1888'RECOVERED IN GOOD CONDITION.
 KV1888
 KV1888                          STATION RECOVERY (1997)
 KV1888
 KV1888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (SQ)
 KV1888'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1731 ***********************************************************************
 LZ1731  DESIGNATION -  EAST POINT
 LZ1731  PID         -  LZ1731
 LZ1731  STATE/COUNTY-  PA/CLINTON
 LZ1731  USGS QUAD   -  CARROLL (1973)
 LZ1731
 LZ1731                         *CURRENT SURVEY CONTROL
 LZ1731  ___________________________________________________________________
 LZ1731* NAD 83(1992)-  41 01 50.02725(N)    077 12 54.48018(W)     ADJUSTED  
 LZ1731* NAVD 88     -       536.8    (meters)    1761.     (feet)  VERTCON   
 LZ1731  ___________________________________________________________________
 LZ1731  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 LZ1731  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 LZ1731
 LZ1731  HORZ ORDER  -  SECOND
 LZ1731
 LZ1731.The horizontal coordinates were established by classical geodetic methods
 LZ1731.and adjusted by the National Geodetic Survey in June 2002..
 LZ1731
 LZ1731.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1731
 LZ1731.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1731
 LZ1731.The geoid height was determined by GEOID03.
 LZ1731
 LZ1731;                    North         East     Units Scale Factor Converg.
 LZ1731;SPC PA N     -    96,077.744   644,979.100   MT  0.99997950   +0 21 13.8
 LZ1731;SPC PA N     -   315,215.07  2,116,068.93   sFT  0.99997950   +0 21 13.8
 LZ1731;UTM  18      - 4,544,513.562   313,783.474   MT  1.00002680   -1 27 16.4
 LZ1731
 LZ1731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1731!SPC PA N     -   0.99992102  x   0.99997950  =   0.99990052
 LZ1731!UTM  18      -   0.99992102  x   1.00002680  =   0.99994782
 LZ1731
 LZ1731|---------------------------------------------------------------------|
 LZ1731| PID    Reference Object                     Distance      Geod. Az  |
 LZ1731|                                                           dddmmss.s |
 LZ1731| CJ9723 EAST POINT RM 1                      15.836 METERS 00811     |
 LZ1731| CJ9724 EAST POINT RM 2                      18.157 METERS 25235     |
 LZ1731| CJ9722 EAST POINT AZ MK                                   3583604.2 |
 LZ1731|---------------------------------------------------------------------|
 LZ1731
 LZ1731                          SUPERSEDED SURVEY CONTROL
 LZ1731
 LZ1731  NAD 83(1986)-  41 01 50.02372(N)    077 12 54.47579(W) AD(       ) 2
 LZ1731  NAD 27      -  41 01 49.74290(N)    077 12 55.59970(W) AD(       ) 2
 LZ1731  NGVD 29 (07/19/86)  537.0    (m)         1762.     (f) VERT ANG       
 LZ1731
 LZ1731.Superseded values are not recommended for survey control.
 LZ1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1731.See file dsdata.txt to determine how the superseded data were derived.
 LZ1731
 LZ1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL1378344514(NAD 83)
 LZ1731_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1731
 LZ1731  HISTORY     - Date     Condition        Report By
 LZ1731  HISTORY     - 1959     MONUMENTED       CGS
 LZ1731
 LZ1731                          STATION DESCRIPTION
 LZ1731
 LZ1731'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LZ1731'THE STATION IS LOCATED AT THE FORMER SITE OF THE EAST POINT FIRE
 LZ1731'TOWER, WHICH IS 1-1/2 MILES SOUTH-SOUTHWEST OF CARROLL,
 LZ1731'ABOUT 5 MILES EAST-SOUTHEAST OF LOGANTON, 1/2 MILE SOUTHEAST OF
 LZ1731'EASTVILLE AND IS ON PROPERTY OF THE PENNSYLVANIA STATE
 LZ1731'FOREST.
 LZ1731'
 LZ1731'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 880 AND
 LZ1731'COUNTY HIGHWAY 18018 IN THE VILLAGE OF CARROLL, GO WEST ON
 LZ1731'STATE HIGHWAY 880 AND COUNTY HIGHWAY 18018 FOR 0.25 MILE TO THE
 LZ1731'JUNCTION OF COUNTY HIGHWAY 18018 AND STATE
 LZ1731'HIGHWAY 880.  TURN LEFT AND GO SOUTH ON COUNTY HIGHWAY 18018 FOR 0.18
 LZ1731'MILE TO THE AZIMUTH MARK ON THE LEFT, EAST, SIDE OF THE
 LZ1731'HIGHWAY.  CONTINUE SOUTH ON COUNTY HIGHWAY 18018 FOR 0.97 MILE TO A
 LZ1731'GRAVELED ROAD AND SIGN MCCALL DAM ROAD ROUTE 95 ON THE LEFT,
 LZ1731'EAST, SIDE OF THE HIGHWAY.  TURN LEFT AND GO EAST ON THE MCCALL DAM
 LZ1731'ROAD AND ROUTE 95 FOR 0.8 MILE TO THE JUNCTION OF THE BREON
 LZ1731'ROAD ON THE LEFT HAND SIDE OF THE HIGHWAY.  TURN LEFT AND GO
 LZ1731'NORTHEAST ON THE BREON ROAD FOR 0.65 MILE TO A WOODS ROAD ON THE LEFT
 LZ1731'HAND SIDE OF THE BREON ROAD.  TURN LEFT AND GO NORTH ON THE
 LZ1731'WOODS ROAD FOR 0.2 MILE TO A Y-FORK.  TAKE THE LEFT FORK AND GO ABOUT
 LZ1731'125 FEET OT THE STATION ON THE RIGHT HAND SIDE OF THE ROAD.
 LZ1731'
 LZ1731'THE STATION MARK, A STANDARD DISK STAMPED EAST POINT 1959, IS SET IN
 LZ1731'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH
 LZ1731'ABOVE THE SURFACE OF THE GROUND.  IT IS 5.7 FEET SOUTHWEST OF A
 LZ1731'STANDARD METAL WITNESS POST AND MARKER, 20 FEET NORTHWEST OF
 LZ1731'A 14-INCH TRIANGULAR BLAZED OAK TREE, 16 FEET NORTHEAST OF A 7-INCH
 LZ1731'TRIANGULAR BLAZED OAK TREE AND 112 FEET NORTHWEST OF A Y-FORK
 LZ1731'WHICH IS MENTIONED IN THE DESCRIPTION.
 LZ1731'
 LZ1731'REFERENCE MARK 1, A STANDARD DISK STAMPED EAST POINT NO 1 1959, IS
 LZ1731'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 LZ1731'WITH THE SURFACE OF THE GROUND.  IT IS 49 FEET NORTH-NORTHEAST OF THE
 LZ1731'STANDARD METAL WITNESS POST, 61 FEET NORTH OF THE
 LZ1731'14-INCH TRIANGULAR BLAZED OAK TREE AND 11 FEET NORTH OF THE CENTER OF
 LZ1731'A WOODS ROAD.
 LZ1731'
 LZ1731'REFERENCE MARK 2, A STANDARD DISK STAMPED EAST POINT NO 2, IS SET IN
 LZ1731'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 LZ1731'SURFACE OF THE GROUND.  IT IS 65 FEET WEST OF THE STANDARD METAL
 LZ1731'WITNESS POST AND MARKER, 51 FEET WEST-NORTHWEST OF A
 LZ1731'7-INCH TRIANGULAR BLAZED OAK TREE AND 24 FEET WEST OF THE CENTER OF A
 LZ1731'WOODS ROAD.
 LZ1731'
 LZ1731'THE AZIMUTH MARK, A STANDARD DISK STAMPED EAST POINT 1959, IS SET IN
 LZ1731'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES
 LZ1731'ABOVE THE SURFACE OF THE GROUND.  IT IS 42 FEET SOUTHEAST OF THE
 LZ1731'CENTER OF A GRAVELED DRIVEWAY, 25 FEET SOUTHWEST OF
 LZ1731'THE CENTER OF A FIELD ENTRANCE, 16 FEET WEST-SOUTHWEST OF THE CENTER
 LZ1731'OF COUNTY HIGHWAY 18018, 6.7 FEET SOUTH-SOUTHWEST OF A
 LZ1731'STANDARD METAL WITNESS POST AND MARKER AND 1.7 FEET
 LZ1731'WEST-NORTHWEST OF A NORTHEAST AND SOUTHWEST FENCE LINE.
 LZ1731'
 LZ1731'A CONSIDERABLE AMOUNT OF CLEARING WILL HAVE TO BE DONE BEFORE THE
 LZ1731'AZIMUTH MARK WILL SEE FROM A GROUND SET-UP.
 LZ1731'
 LZ1731'HEIGHT OF LIGHT ABOVE STATION MARK 22.15 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3586 ***********************************************************************
 KV3586  DESIGNATION -  EASTON
 KV3586  PID         -  KV3586
 KV3586  STATE/COUNTY-  PA/NORTHAMPTON
 KV3586  USGS QUAD   -  EASTON (1994)
 KV3586
 KV3586                         *CURRENT SURVEY CONTROL
 KV3586  ___________________________________________________________________
 KV3586* NAD 83(1992)-  40 43 01.30274(N)    075 11 50.64372(W)     ADJUSTED  
 KV3586* NAVD 88     -        64.76   (+/-2cm)     212.5    (feet)  VERTCON   
 KV3586  ___________________________________________________________________
 KV3586  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 KV3586  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KV3586
 KV3586  HORZ ORDER  -  FIRST
 KV3586  VERT ORDER  -  THIRD ? (See Below)
 KV3586
 KV3586.The horizontal coordinates were established by classical geodetic methods
 KV3586.and adjusted by the National Geodetic Survey in June 2002..
 KV3586
 KV3586.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV3586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV3586.The vertical order pertains to the NGVD 29 superseded value.
 KV3586
 KV3586.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3586
 KV3586.The geoid height was determined by GEOID03.
 KV3586
 KV3586;                    North         East     Units Scale Factor Converg.
 KV3586;SPC PA S     -   156,757.202   815,642.811   MT  0.99997028   +1 39 22.0
 KV3586;SPC PA S     -   514,294.25  2,675,988.12   sFT  0.99997028   +1 39 22.0
 KV3586;SPC NJ       -   209,360.316    91,079.482   MT  0.99994272   -0 27 17.8
 KV3586;SPC NJ       -   686,876.30    298,816.60   sFT  0.99994272   -0 27 17.8
 KV3586;UTM  18      - 4,507,364.054   483,327.467   MT  0.99960342   -0 07 43.6
 KV3586
 KV3586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3586!SPC PA S     -   0.99999518  x   0.99997028  =   0.99996546
 KV3586!SPC NJ       -   0.99999518  x   0.99994272  =   0.99993790
 KV3586!UTM  18      -   0.99999518  x   0.99960342  =   0.99959860
 KV3586
 KV3586:                Primary Azimuth Mark                     Grid Az
 KV3586:SPC PA S     -  SANDTS EDDY LEHI CEMENT STACK            010 36 35.7
 KV3586:SPC NJ       -  SANDTS EDDY LEHI CEMENT STACK            012 43 15.5
 KV3586:UTM  18      -  SANDTS EDDY LEHI CEMENT STACK            012 23 41.3
 KV3586
 KV3586|---------------------------------------------------------------------|
 KV3586| PID    Reference Object                     Distance      Geod. Az  |
 KV3586|                                                           dddmmss.s |
 KV3586| KV3567 SANDTS EDDY LEHI CEMENT STACK       APPROX. 5.0 KM 0121557.7 |
 KV3586| KV3568 MARTINS CR ALPHA CEMENT N STK       APPROX. 7.1 KM 0131630.5 |
 KV3586| KV3566 MARTINS CR ALPHA CEMENT S STK       APPROX. 7.0 KM 0145006.4 |
 KV3586| KV3577 AIRWAY BN 67B NE OF PORTER          APPROX.16.3 KM 1180255.5 |
 KV3586| KV3583 PHILLIPSBURG INGERSOL RAND STK      APPROX. 3.6 KM 1374326.2 |
 KV3586| KV3592 PHILLIPSBURG STANDARD SILK STK      APPROX. 3.3 KM 1643726.5 |
 KV3586| CB3221 EASTON AZ MK                                       1900636.2 |
 KV3586| KV3595 EASTON AIR BEACON 66                APPROX. 6.0 KM 1922822.0 |
 KV3586| KV3590 EASTON STEWART SILK CO STACK        APPROX. 4.7 KM 2005510.8 |
 KV3586| KV3597 EASTON NORTHAMPTON CO CTHSE         APPROX. 3.6 KM 2075312.6 |
 KV3586| CB3222 EASTON RM 1                          73.560 METERS 21806     |
 KV3586| KV3588 EASTON NORTHAMPTON STANDPIPE        APPROX. 4.3 KM 2234004.0 |
 KV3586| KV3587 EASTON WILLIAMS PAINT CO STACK      APPROX. 3.8 KM 2324922.5 |
 KV3586| KV3606 ALLENTOWN PA P AND L BLDG FLAG      APPROX.26.8 KM 2412910.0 |
 KV3586| CB3223 EASTON RM 2                          38.340 METERS 26832     |
 KV3586| KV3565 MEIXSELL                            APPROX.11.3 KM 3422751.8 |
 KV3586|---------------------------------------------------------------------|
 KV3586
 KV3586                          SUPERSEDED SURVEY CONTROL
 KV3586
 KV3586  NAD 83(1996)-  40 43 01.30264(N)    075 11 50.64398(W) AD(       ) 1
 KV3586  NAD 83(1986)-  40 43 01.30120(N)    075 11 50.64676(W) AD(       ) 1
 KV3586  NAD 27      -  40 43 00.94700(N)    075 11 52.01400(W) AD(       ) 1
 KV3586  NGVD 29 (07/19/86)   64.98   (m)          213.2    (f) LEVELING    3  
 KV3586
 KV3586.Superseded values are not recommended for survey control.
 KV3586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3586.See file dsdata.txt to determine how the superseded data were derived.
 KV3586
 KV3586_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8332707364(NAD 83)
 KV3586_MARKER: DS = TRIANGULATION STATION DISK
 KV3586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3586
 KV3586  HISTORY     - Date     Condition        Report By
 KV3586  HISTORY     - 1929     MONUMENTED       CGS
 KV3586  HISTORY     - 1933     GOOD             CGS
 KV3586  HISTORY     - 1934     GOOD             CGS
 KV3586  HISTORY     - 1940     GOOD             NJGS
 KV3586  HISTORY     - 1942     GOOD             CGS
 KV3586  HISTORY     - 1960     GOOD             CGS
 KV3586  HISTORY     - 1973     MARK NOT FOUND   PADT
 KV3586  HISTORY     - 1974     GOOD             NGS
 KV3586  HISTORY     - 1975     GOOD             PADT
 KV3586  HISTORY     - 19941112 GOOD             USPSQD
 KV3586  HISTORY     - 19941130 MARK NOT FOUND   USPSQD
 KV3586
 KV3586                          STATION DESCRIPTION
 KV3586
 KV3586'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 KV3586'ABOUT 2 MILES NE OF EASTON, PENNSYLVANIA, ON THE SUMMIT OF A RIDGE
 KV3586'MAPPED AS CHESTNUT HILL, ON LAND OWNED BY DAVID NEVIN, 28 S
 KV3586'SECOND STREET, EASTON, PENNSYLVANIA.
 KV3586'
 KV3586'STATION IS ABOUT 175 YARDS NE OF THE NE END OF A VACANT HOTEL ON THE
 KV3586'TOP OF THE RIDGE, ABOUT 25 YARDS SW OF THE MASONRY FOUNDATION OF AN
 KV3586'OLD TOWER THAT STANDS AT THE SUMMIT OF THE GRADE OF THE ROAD, ABOUT
 KV3586'13 METERS S OF A 12-INCH MAPLE TREE WITH TRIANGULAR BLAZE, ON
 KV3586'THE N SIDE OF ROAD AND THE FIRST LARGE TREE ON ROADSIDE.
 KV3586'
 KV3586'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 KV3586'CONCRETE, AS DESCRIBED.
 KV3586'
 KV3586'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN A DRILL HOLE IN
 KV3586'BEDROCK.
 KV3586'
 KV3586'HEIGHT OF SIGNAL ABOVE STATION MARK - 22.8 METERS.
 KV3586
 KV3586                          STATION RECOVERY (1933)
 KV3586
 KV3586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV3586'STATION RECOVERED AS DESCRIBED BY C.M.T.  ALL MARKS FOUND IN GOOD
 KV3586'CONDITION.
 KV3586
 KV3586                          STATION RECOVERY (1934)
 KV3586
 KV3586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GOW)
 KV3586'THE STATION WAS LOCATED FROM THE PRESENT DESCRIPTION, BUT THE
 KV3586'FOLLOWING CHANGES WERE NOTED-
 KV3586'
 KV3586'THE VACANT HOTEL BURNED DOWN IN 1929 AND THE RUINS ARE ALL THAT IS
 KV3586'LEFT TO MEASURE FROM.  ALSO, ONLY THE MASONRY FOUNDATION OF
 KV3586'THE OLD TOWER REFERRED TO STILL REMAINS.  THE TOWER WAS DESTROYED
 KV3586'SHORTLY AFTER THE FIRE.
 KV3586
 KV3586                          STATION RECOVERY (1940)
 KV3586
 KV3586'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1940
 KV3586'GENERAL LOCATION VAGUE BECAUSE THE CAR LINE NO LONGER RUNS AND THE
 KV3586'TRACKS ARE GONE.  PART OF THE WAY THE TRACK COULD BE FOLLOWED BY
 KV3586'DIFFERENCES IN THE PAVEMENT, BUT PART OF THE WAY THE STREET WAS
 KV3586'REPAVED.  THE END OF THE LINE WAS A VAGUE POINT TOO, BECAUSE WE
 KV3586'WERE TOLD THAT IT USED TO RUN TO A PAVILION CLEAR AT THE END OF
 KV3586'CHESTNUT HILL.  THE LINE NEVER RAN PAST THE COLLEGE, BUT A BLOCK FROM
 KV3586'IT.
 KV3586'
 KV3586'SPECIFIC LOCATION VAGUE, BECAUSE THERE ARE ONLY A FEW HOUSES LEFT,
 KV3586'AND THE HOTEL IS A HUGE PILE OF BRICKBATS, THE DESCRIPTION DID
 KV3586'NOT SAY IT HAD BEEN 350 FEET LONG, SO I THOUGHT ONE OF THE STANDING
 KV3586'BUILDINGS MIGHT BE HOTEL.  IT BURNED DOWN ABOUT 1932 FOR THE 4TH OR
 KV3586'5TH TIME.  STATION FOUND BY WANDERING AROUND AND GOOD LUCK.
 KV3586'
 KV3586'NEW DESCRIPTION- FROM CENTER SQUARE FOLLOW STATE ROUTE 115 N ON 3RD
 KV3586'STREET, UPHILL ONTO CATELL STREET.  TURN RIGHT (E) ON ANY STREET
 KV3586'FROM HIGH TO LAFAYETTE, LEFT ONTO PAXIMOSA, AND CONTINUE UP (N) TO
 KV3586'PENNSYLVANIA.  CONTINUE UP ZIG-ZAG ROAD TO TOP.  RUINS OF OLD
 KV3586'PAXIMOSA HOTEL (350 FEET LONG) ARE ON S SIDE OF A LEVEL CLEARED
 KV3586'SPACE.  TWO ROADS RUN NE ALONG RIDGE.  STATION IS ABOUT 300 FEET
 KV3586'NE OF CLEARING AND 50 FEET SW OF WHERE ROADS JOIN, HALFWAY BETWEEN
 KV3586'ROADS AND ABOUT MIDDLE OF RIDGE (100 FEET WIDE).  THE REFERENCE
 KV3586'MARKS TO THIS STATION WERE NOT FOUND.
 KV3586
 KV3586                          STATION RECOVERY (1942)
 KV3586
 KV3586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV3586'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 KV3586'CONDITION.  ONE NEW MARK WAS ESTABLISHED, AZIMUTH MARK 1942.  A
 KV3586'COMPLETE NEW DESCRIPTION FOLLOWS-
 KV3586'
 KV3586'THE STATION IS ABOUT 2 MILES NE OF EASTON, ON THE
 KV3586'SUMMIT OF A RIDGE ABOUT 100 FEET WIDE, MAPPED AS CHESTNUT HILL
 KV3586'AND ON LAND OWNED BY DAVID NEVIN OF 28 S SECOND STREET, EASTON,
 KV3586'PENNSYLVANIA.  IT IS IN A WOODED AREA ABOUT 300 FEET NE OF A
 KV3586'LARGE, FLAT, CLEAR AREA NOW USED FOR PICNICS AND WHERE A HOTEL
 KV3586'FORMERLY STOOD (THE HOTEL BURNED AND THE FOUNDATION IS ALL THAT
 KV3586'REMAINS).  FROM THE CLEARED AREA ROADS GO NORTHEASTERLY ALONG THE NW
 KV3586'AND SE SIDES OF THE RIDGE AND CONVERGE NE OF THE STATION.  IT IS 63
 KV3586'FEET S OF THE CENTER OF THE INTERSECTION OF THE TWO ROADS, 37 FEET SE
 KV3586'OF THE CENTER OF THE ROAD ALONG THE NW SIDE OF THE RIDGE, PROJECTS
 KV3586'6 INCHES AND IS STAMPED EASTON 1929.
 KV3586'
 KV3586'REFERENCE MARK NO. 1 IS SW OF THE STATION, 11 FEET NW OF
 KV3586'THE CENTER OF THE ROAD ALONG THE SE SIDE OF THE RIDGE.  IT IS
 KV3586'STAMPED EASTON NO. 1 1929 AND PROJECTS 6 INCHES.
 KV3586'
 KV3586'REFERENCE MARK NO. 2 IS W OF THE STATION ON THE NW SLOPE
 KV3586'OF THE RIDGE AND 49 FEET NW OF THE CENTER OF THE ROAD ALONG THE
 KV3586'NW SIDE OF THE RIDGE.  IT IS STAMPED EASTON NO. 2 1929 AND PROJECTS 4
 KV3586'INCHES.
 KV3586'
 KV3586'THE AZIMUTH MARK IS ABOUT 1 MILE (AIR LINE) S BY W OF THE STATION.
 KV3586'IT IS A STANDARD DISK SET FLUSH IN THE TOP OF THE CONCRETE WALL AT
 KV3586'THE NE CORNER OF A SMALL GUARDHOUSE ON THE BUSHKILL STREET BRIDGE
 KV3586'OVER THE DELAWARE RIVER BETWEEN EASTON, PENNSYLVANIA AND
 KV3586'PHILLIPSBURG, NEW JERSEY.  THE GUARDHOUSE IS AT THE E END OF THE
 KV3586'STEEL SPAN (NEW JERSEY SIDE) AND ON THE N SIDE OF THE BRIDGE.  IT
 KV3586'IS STAMPED EASTON 1942.
 KV3586'
 KV3586'TO REACH THE STATION FROM THE CENTER SQUARE IN EASTON, GO N ON THIRD
 KV3586'STREET (U.S. HIGHWAY 115) UPHILL TO CATELL STREET, THEN TURN LEFT
 KV3586'ALONG CATELL STREET TO LAFAYETTE STREET, TURN RIGHT AND GO TO
 KV3586'PAXIMOSA STREET, TURN LEFT ON PAXIMOSA STREET AND FOLLOW TO
 KV3586'PENNSYLVANIA AVENUE, TURN RIGHT AND FOLLOW WINDING ROAD TO SUMMIT OF
 KV3586'RIDGE, CLEARED AREA AND HOTEL FOUNDATION.  CROSS CLEARED AREA AND
 KV3586'TAKE ROAD ON RIGHT ALONG SE SIDE OF RIDGE AND GO 0.1 MILE TO STATION
 KV3586'ON LEFT.
 KV3586'
 KV3586'A 64-FOOT TOWER WILL SEE A 60-FOOT LIGHT AT STATION HAYCOCK 2 1929.
 KV3586'A 64-FOOT TOWER
 KV3586'WILL SEE A 47-FOOT LIGHT AT STATION SMITH GAP 1875.
 KV3586'A 64-FOOT TOWER WILL SEE A 47-FOOT
 KV3586'LIGHT AT STATION MEIXSELL.
 KV3586'A 64-FOOT TOWER WILL SEE A 4-FOOT LIGHT AT STATION
 KV3586'WEIDMAN.
 KV3586'A 64-FOOT TOWER WILL SEE A 4-FOOT LIGHT AT STATION RICHMOND (N.J.G.S.
 KV3586'1938.) A 64-FOOT TOWER
 KV3586'WILL SEE A 47-FOOT LIGHT AT STATION DEPEW.
 KV3586
 KV3586                          STATION RECOVERY (1960)
 KV3586
 KV3586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV3586'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 KV3586'AND FOUND IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO THE
 KV3586'REFERENCE MARKS COULD NOT BE CHECKED WITHOUT DAMAGE TO THE TREES AND
 KV3586'THIS WAS NOT ALLOWED.  NEW MARKS COULD NOT BE SET, BECAUSE THE AREA
 KV3586'IS LAYED OFF IN BUILDING LOTS AND IN THE FUTURE THE STATION WILL
 KV3586'PROBABLY HAVE TO BE MOVED.  NEW MEASUREMENTS TO THE STATION MARK AND
 KV3586'REFERENCE MARKS AND A NEW TO REACH THE STATION IS AS FOLLOWS-
 KV3586'
 KV3586'TO REACH THE STATION FROM THE TRAFFIC CIRCLE ON THIRD STREET IN
 KV3586'EASTON, GO NORTH ON THIRD STREET FOR 0.2 MILE TO THE UNDERPASS
 KV3586'UNDER U.S. HIGHWAY 22 AND JUNCTION OF STATE HIGHWAYS 90 AND 115.
 KV3586'PASS UNDER U.S. HIGHWAY 22 AND GO NORTH ON STATE HIGHWAYS 90 AND
 KV3586'115 FOR 1.12 MILES TO A Y-INTERSECTION, WITH A GRANITE MONUMENT IN
 KV3586'THE NORTHWEST ANGLE OF THE INTERSECTION.  TURN RIGHT AND GO
 KV3586'NORTHEAST ON KNOX AVENUE AS PER SIGN MARTINS CREEK FOR 0.26 MILE TO
 KV3586'HILL CREST DRIVE.  TURN RIGHT AND GO EAST ON HILL CREST DRIVE FOR
 KV3586'0.98 MILE TO A FORK, JUST BEFORE REACHING TOP OF HILL, TURN LEFT ONTO
 KV3586'A GRAVELED ROAD AND GO EAST FOR 0.09 MILE TO A TRACK ROAD ON THE
 KV3586'LEFT.  KEEP RIGHT ON THE MAIN TRAVELED ROAD FOR 0.08 MILE TO THE
 KV3586'STATION ON THE RIGHT, SOUTH, SIDE OF THE TRACK ROAD.
 KV3586'
 KV3586'THE STATION MARK, A STANDARD DISK STAMPED EASTON 1929, IS SET IN THE
 KV3586'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING ABOUT
 KV3586'4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 103.7 FEET NORTH OF
 KV3586'THE NORTHEAST CORNER OF A BRICK HOUSE AND 32.0 FEET SOUTH OF AN
 KV3586'EAST AND WEST TRACK ROAD.
 KV3586'
 KV3586'REFERENCE MARK 1, A STANDARD DISK STAMPED EASTON NO 1 1960, IS SET IN
 KV3586'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING ABOUT 4
 KV3586'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 74.0 FEET SOUTHWEST OF
 KV3586'THE SOUTHWEST CORNER OF THE BRICK HOUSE AND 73.0 FEET NORTHWEST
 KV3586'OF THE NORTHWEST CORNER OF A FLAT CONCRETE TOP CISTERN.
 KV3586'
 KV3586'REFERENCE MARK 2, A STANDARD DISK STAMPED EASTON NO 2 1929, IS SET IN
 KV3586'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 KV3586'ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 96.0 FEET
 KV3586'NORTH OF THE NORTHEAST CORNER OF A BRICK HOUSE, 85.0 FEET NORTH OF A
 KV3586'GRAVELED DRIVEWAY, 39.0 FEET SOUTH OF AN EAST AND WEST TRACK ROAD AND
 KV3586'28.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A GRAVELED PARKING
 KV3586'LOT.
 KV3586'
 KV3586'THE AZIMUTH MARK WAS RECOVERED BUT IS NO MORE VISIBLE AND THERE WAS
 KV3586'NO SUITABLE LOCATION FOR A NEW MARK.
 KV3586
 KV3586                          STATION RECOVERY (1973)
 KV3586
 KV3586'RECOVERY NOTE BY PA DEPT OF TRANSP 1973
 KV3586'EASTON NOT FOUND
 KV3586'
 KV3586'DESCRIPTION VERY INADEQUATE HOWEVER LOCALITY OF STATION IS KNOWN.  NO
 KV3586'REFERENCE MARKS OR STATION WERE FOUND DURING 2 HOUR SEARCH IN
 KV3586'GENERAL VICINITY.  HOUSE AND CONCRETE CISTERN ARE STILL THERE, BUT
 KV3586'MEASUREMENTS DO NOT COINCIDE WITH LOCATION OF MARKS.
 KV3586
 KV3586                          STATION RECOVERY (1974)
 KV3586
 KV3586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KV3586'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 KV3586'CONDITION AS DESCRIBED IN THE 1960 DESCRIPTION.  A SEARCH WAS MADE
 KV3586'FOR THE AZIMUTH MARK AND IT WAS NOT FOUND.  THE GUARD SHACK WHICH THE
 KV3586'MARK WAS LOCATED NEAR, APPEARED TO HAVE BEEN REPAIRED AND A NEW WALL
 KV3586'BUILT TO THE NORTH OF IT.  THERE WAS NO SIGN OF THE AZIMUTH MARK IN
 KV3586'THE NEW ROCK WALL.
 KV3586'
 KV3586'THE STATION MARK IS NOW LOCATED ON PROPERTY OWNED BY MR. JOSEPH
 KV3586'BAYLOG OF 611 PAXIMOSA ROAD IN EASTON, PENNA.  THE STATION IS
 KV3586'LOCATED NEAR MR. BAYLOGS HOUSE.  MR. BAYLOGS HOUSE IN MID-WAY BETWEEN
 KV3586'THE STATION AND REFERENCE MARK 2.
 KV3586'
 KV3586'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MILES NORTHEAST
 KV3586'OF EASTON
 KV3586
 KV3586                          STATION RECOVERY (1975)
 KV3586
 KV3586'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 KV3586'EASTON GOOD - FAD
 KV3586'EASTON NO. 1 GOOD - FAD
 KV3586'EASTON NO. 2 GOOD - FAD
 KV3586'
 KV3586'RM NO. 1 COULD NOT BE CHECKED FOR DISTANCE AND ANGLE.  HOUSE IS BUILT
 KV3586'BETWEEN STATION AND MARK.
 KV3586
 KV3586                          STATION RECOVERY (1994)
 KV3586
 KV3586'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV3586'RECOVERED IN GOOD CONDITION.
 KV3586
 KV3586                          STATION RECOVERY (1994)
 KV3586
 KV3586'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV3586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1525 ***********************************************************************
 KV1525  DESIGNATION -  EASTON 2
 KV1525  PID         -  KV1525
 KV1525  STATE/COUNTY-  PA/NORTHAMPTON
 KV1525  USGS QUAD   -  EASTON (1994)
 KV1525
 KV1525                         *CURRENT SURVEY CONTROL
 KV1525  ___________________________________________________________________
 KV1525* NAD 83(1986)-  40 41 11.     (N)    075 12 39.     (W)     SCALED    
 KV1525* NAVD 88     -        65.970  (meters)     216.44   (feet)  ADJUSTED  
 KV1525  ___________________________________________________________________
 KV1525  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KV1525  DYNAMIC HT  -          65.939 (meters)     216.33  (feet)  COMP
 KV1525  MODELED GRAV-     980,158.9   (mgal)                       NAVD 88
 KV1525
 KV1525  VERT ORDER  -  FIRST     CLASS II
 KV1525
 KV1525.The horizontal coordinates were scaled from a topographic map and have
 KV1525.an estimated accuracy of +/- 6 seconds.
 KV1525
 KV1525.The orthometric height was determined by differential leveling
 KV1525.and adjusted by the National Geodetic Survey in June 1991..
 KV1525
 KV1525.The geoid height was determined by GEOID03.
 KV1525
 KV1525.The dynamic height is computed by dividing the NAVD 88
 KV1525.geopotential number by the normal gravity value computed on the
 KV1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1525.degrees latitude (g = 980.6199 gals.).
 KV1525
 KV1525.The modeled gravity was interpolated from observed gravity values.
 KV1525
 KV1525;                    North         East    Units  Estimated Accuracy
 KV1525;SPC PA S     -   153,320.      814,610.      MT  (+/- 180 meters Scaled)
 KV1525
 KV1525                          SUPERSEDED SURVEY CONTROL
 KV1525
 KV1525  NGVD 29 (01/10/92)   66.192  (m)          217.16   (f) ADJUSTED    1 2
 KV1525
 KV1525.Superseded values are not recommended for survey control.
 KV1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1525.See file dsdata.txt to determine how the superseded data were derived.
 KV1525
 KV1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL821039(NAD 83)
 KV1525_MARKER: DB = BENCH MARK DISK
 KV1525_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1525_SP_SET: BRIDGE
 KV1525_STAMPING: EASTON 2 1933
 KV1525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1525
 KV1525  HISTORY     - Date     Condition        Report By
 KV1525  HISTORY     - 1933     MONUMENTED       CGS
 KV1525  HISTORY     - 1956     GOOD             CGS
 KV1525  HISTORY     - 1975     GOOD             PADT
 KV1525  HISTORY     - 1978     GOOD             NGS
 KV1525
 KV1525                          STATION DESCRIPTION
 KV1525
 KV1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1525'AT EASTON.
 KV1525'AT EASTON, ALONG THE CENTRAL RAILROAD OF NEW JERSEY, DIRECTLY
 KV1525'ACROSS THE TRACK FROM THE STATION, ON TOP OF THE SOUTHWEST STONE
 KV1525'WING WALL OF THE LARGE STEEL BRIDGE OVER THE LEHIGH RIVER AND
 KV1525'U.S. HIGHWAY 611, 14.3 FEET SOUTH OF THE SOUTH RAIL AND 1-FOOT
 KV1525'BELOW THE LEVEL OF THE TRACK.
 KV1525
 KV1525                          STATION RECOVERY (1975)
 KV1525
 KV1525'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 KV1525'RECOVERED IN GOOD CONDITION.
 KV1525
 KV1525                          STATION RECOVERY (1978)
 KV1525
 KV1525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV1525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3595 ***********************************************************************
 KV3595  DESIGNATION -  EASTON AIR BEACON 66
 KV3595  PID         -  KV3595
 KV3595  STATE/COUNTY-  PA/NORTHAMPTON
 KV3595  USGS QUAD   -  EASTON (1994)
 KV3595
 KV3595                         *CURRENT SURVEY CONTROL
 KV3595  ___________________________________________________________________
 KV3595* NAD 83(1992)-  40 39 52.49490(N)    075 12 45.48803(W)     ADJUSTED  
 KV3595* NAVD 88     -                                                        
 KV3595  ___________________________________________________________________
 KV3595  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 KV3595  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KV3595
 KV3595  HORZ ORDER  -  THIRD
 KV3595
 KV3595.The horizontal coordinates were established by classical geodetic methods
 KV3595.and adjusted by the National Geodetic Survey in June 2002..
 KV3595
 KV3595
 KV3595.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3595
 KV3595.The geoid height was determined by GEOID03.
 KV3595
 KV3595;                    North         East     Units Scale Factor Converg.
 KV3595;SPC PA S     -   150,898.612   814,523.467   MT  0.99996645   +1 38 46.4
 KV3595;SPC PA S     -   495,073.20  2,672,315.74   sFT  0.99996645   +1 38 46.4
 KV3595;SPC NJ       -   203,547.073    89,745.143   MT  0.99994467   -0 27 51.8
 KV3595;SPC NJ       -   667,804.02    294,438.86   sFT  0.99994467   -0 27 51.8
 KV3595;UTM  18      - 4,501,545.292   482,026.668   MT  0.99960398   -0 08 18.8
 KV3595
 KV3595                          SUPERSEDED SURVEY CONTROL
 KV3595
 KV3595  NAD 83(1996)-  40 39 52.49493(N)    075 12 45.48819(W) AD(       ) 4
 KV3595  NAD 83(1986)-  40 39 52.49237(N)    075 12 45.49155(W) AD(       ) 4
 KV3595  NAD 27      -  40 39 52.13600(N)    075 12 46.85600(W) AD(       ) 3
 KV3595
 KV3595.Superseded values are not recommended for survey control.
 KV3595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3595.See file dsdata.txt to determine how the superseded data were derived.
 KV3595
 KV3595_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8202701545(NAD 83)
 KV3595_MARKER: 22 = AIRWAY BEACON
 KV3595
 KV3595  HISTORY     - Date     Condition        Report By
 KV3595  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV3595  HISTORY     - 19941112 MARK NOT FOUND   USPSQD
 KV3595  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 KV3595
 KV3595                          STATION DESCRIPTION
 KV3595
 KV3595'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV3595'AIRWAY BEACON ON MORGAN HILL, EASTON, PA.
 KV3595
 KV3595                          STATION RECOVERY (1994)
 KV3595
 KV3595'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV3595'MARK NOT FOUND.
 KV3595
 KV3595                          STATION RECOVERY (2002)
 KV3595
 KV3595'RECOVERY NOTE BY US POWER SQUADRON 2002 (NCS)
 KV3595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3591 ***********************************************************************
 KV3591  DESIGNATION -  EASTON FIRST REFORMED CH SPIRE
 KV3591  PID         -  KV3591
 KV3591  STATE/COUNTY-  PA/NORTHAMPTON
 KV3591  USGS QUAD   -  EASTON (1994)
 KV3591
 KV3591                         *CURRENT SURVEY CONTROL
 KV3591  ___________________________________________________________________
 KV3591* NAD 83(1992)-  40 41 32.25417(N)    075 12 32.24605(W)     ADJUSTED  
 KV3591* NAVD 88     -                                                        
 KV3591  ___________________________________________________________________
 KV3591  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 KV3591  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 KV3591
 KV3591  HORZ ORDER  -  THIRD
 KV3591
 KV3591.The horizontal coordinates were established by classical geodetic methods
 KV3591.and adjusted by the National Geodetic Survey in June 2002..
 KV3591
 KV3591
 KV3591.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3591
 KV3591.The geoid height was determined by GEOID03.
 KV3591
 KV3591;                    North         East     Units Scale Factor Converg.
 KV3591;SPC PA S     -   153,983.412   814,745.840   MT  0.99996837   +1 38 55.0
 KV3591;SPC PA S     -   505,193.91  2,673,045.31   sFT  0.99996837   +1 38 55.0
 KV3591;SPC NJ       -   206,621.519    90,080.974   MT  0.99994418   -0 27 44.1
 KV3591;SPC NJ       -   677,890.77    295,540.66   sFT  0.99994418   -0 27 44.1
 KV3591;UTM  18      - 4,504,620.551   482,344.897   MT  0.99960384   -0 08 10.5
 KV3591
 KV3591                          SUPERSEDED SURVEY CONTROL
 KV3591
 KV3591  NAD 83(1996)-  40 41 32.25408(N)    075 12 32.24626(W) AD(       ) 4
 KV3591  NAD 83(1986)-  40 41 32.25253(N)    075 12 32.24926(W) AD(       ) 4
 KV3591  NAD 27      -  40 41 31.90000(N)    075 12 33.62000(W) AD(       ) 3
 KV3591
 KV3591.Superseded values are not recommended for survey control.
 KV3591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3591.See file dsdata.txt to determine how the superseded data were derived.
 KV3591
 KV3591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8234504621(NAD 83)
 KV3591_MARKER: 89 = SPIRE
 KV3591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3591+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2002
 KV3591
 KV3591  HISTORY     - Date     Condition        Report By
 KV3591  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV3591  HISTORY     - 20020126 GOOD             USPSQD
 KV3591
 KV3591                          STATION DESCRIPTION
 KV3591
 KV3591'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV3591'THE FINIAL OF THE FIRST REFORMED CHURCH SPIRE AT THE NE CORNER OF 3RD
 KV3591'AND CHURCH STREETS, EASTON, PA.  THE BUILDING IS COVERED WITH VINES
 KV3591'AND IS WELL PRESERVED.
 KV3591
 KV3591                          STATION RECOVERY (2002)
 KV3591
 KV3591'RECOVERY NOTE BY US POWER SQUADRON 2002 (NCS)
 KV3591'NOW FIRST UNITED CHURCH OF CHRIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3598 ***********************************************************************
 KV3598  DESIGNATION -  EASTON HOSPITAL STACK
 KV3598  PID         -  KV3598
 KV3598  STATE/COUNTY-  PA/NORTHAMPTON
 KV3598  USGS QUAD   -  NAZARETH (1992)
 KV3598
 KV3598                         *CURRENT SURVEY CONTROL
 KV3598  ___________________________________________________________________
 KV3598* NAD 83(1992)-  40 40 40.17254(N)    075 15 15.46384(W)     ADJUSTED  
 KV3598* NAVD 88     -                                                        
 KV3598  ___________________________________________________________________
 KV3598  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 KV3598  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 KV3598
 KV3598  HORZ ORDER  -  THIRD
 KV3598
 KV3598.The horizontal coordinates were established by classical geodetic methods
 KV3598.and adjusted by the National Geodetic Survey in June 2002..
 KV3598
 KV3598
 KV3598.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3598
 KV3598.The geoid height was determined by GEOID03.
 KV3598
 KV3598;                    North         East     Units Scale Factor Converg.
 KV3598;SPC PA S     -   152,268.298   810,960.684   MT  0.99996734   +1 37 09.1
 KV3598;SPC PA S     -   499,566.91  2,660,626.84   sFT  0.99996734   +1 37 09.1
 KV3598;SPC NJ       -   205,047.021    86,235.293   MT  0.99995003   -0 29 30.0
 KV3598;SPC NJ       -   672,725.10    282,923.62   sFT  0.99995003   -0 29 30.0
 KV3598;UTM  18      - 4,503,024.746   478,509.550   MT  0.99960568   -0 09 56.7
 KV3598
 KV3598                          SUPERSEDED SURVEY CONTROL
 KV3598
 KV3598  NAD 83(1996)-  40 40 40.17254(N)    075 15 15.46368(W) AD(       ) 4
 KV3598  NAD 83(1986)-  40 40 40.17074(N)    075 15 15.46761(W) AD(       ) 4
 KV3598  NAD 27      -  40 40 39.82700(N)    075 15 16.81200(W) AD(       ) 3
 KV3598
 KV3598.Superseded values are not recommended for survey control.
 KV3598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3598.See file dsdata.txt to determine how the superseded data were derived.
 KV3598
 KV3598_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL7851003025(NAD 83)
 KV3598_MARKER: 63 = STACK
 KV3598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3598+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2002
 KV3598
 KV3598  HISTORY     - Date     Condition        Report By
 KV3598  HISTORY     - 1942     FIRST OBSERVED   CGS
 KV3598  HISTORY     - 19940425 GOOD             USPSQD
 KV3598  HISTORY     - 20020126 GOOD             USPSQD
 KV3598
 KV3598                          STATION DESCRIPTION
 KV3598
 KV3598'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV3598'THIS INTERSECTION STATION IS THE EASTON HOSPITAL STACK.  IT IS A RED
 KV3598'BRICK STACK, OVERALL HEIGHT ABOUT 75 FEET, LOCATED AT THE HOSPITAL
 KV3598'POWER PLANT AT LEHIGH AND SOUTH 20TH STREETS IN EASTON.
 KV3598'
 KV3598'THE POINT OBSERVED UPON WAS THE CENTER OF THE TOP OF THE STACK.
 KV3598
 KV3598                          STATION RECOVERY (1994)
 KV3598
 KV3598'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV3598'RECOVERED IN GOOD CONDITION.
 KV3598
 KV3598                          STATION RECOVERY (2002)
 KV3598
 KV3598'RECOVERY NOTE BY US POWER SQUADRON 2002 (NCS)
 KV3598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3589 ***********************************************************************
 KV3589  DESIGNATION -  EASTON LAFAYETTE COLL FINIAL
 KV3589  PID         -  KV3589
 KV3589  STATE/COUNTY-  PA/NORTHAMPTON
 KV3589  USGS QUAD   -  EASTON (1994)
 KV3589
 KV3589                         *CURRENT SURVEY CONTROL
 KV3589  ___________________________________________________________________
 KV3589* NAD 83(1992)-  40 41 52.02703(N)    075 12 32.14522(W)     ADJUSTED  
 KV3589* NAVD 88     -                                                        
 KV3589  ___________________________________________________________________
 KV3589  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 KV3589  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KV3589
 KV3589  HORZ ORDER  -  THIRD
 KV3589
 KV3589.The horizontal coordinates were established by classical geodetic methods
 KV3589.and adjusted by the National Geodetic Survey in June 2002..
 KV3589
 KV3589
 KV3589.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3589
 KV3589.The geoid height was determined by GEOID03.
 KV3589
 KV3589;                    North         East     Units Scale Factor Converg.
 KV3589;SPC PA S     -   154,593.136   814,730.659   MT  0.99996878   +1 38 55.1
 KV3589;SPC PA S     -   507,194.31  2,672,995.50   sFT  0.99996878   +1 38 55.1
 KV3589;SPC NJ       -   207,231.373    90,088.262   MT  0.99994417   -0 27 44.2
 KV3589;SPC NJ       -   679,891.60    295,564.57   sFT  0.99994417   -0 27 44.2
 KV3589;UTM  18      - 4,505,230.229   482,348.713   MT  0.99960383   -0 08 10.5
 KV3589
 KV3589                          SUPERSEDED SURVEY CONTROL
 KV3589
 KV3589  NAD 83(1996)-  40 41 52.02695(N)    075 12 32.14542(W) AD(       ) 4
 KV3589  NAD 83(1986)-  40 41 52.02547(N)    075 12 32.14841(W) AD(       ) 4
 KV3589  NAD 27      -  40 41 51.66900(N)    075 12 33.51600(W) AD(       ) 3
 KV3589
 KV3589.Superseded values are not recommended for survey control.
 KV3589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3589.See file dsdata.txt to determine how the superseded data were derived.
 KV3589
 KV3589_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8234905230(NAD 83)
 KV3589_MARKER: 90 = CHURCH SPIRE
 KV3589
 KV3589  HISTORY     - Date     Condition        Report By
 KV3589  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV3589  HISTORY     - 20020126 GOOD             USPSQD
 KV3589
 KV3589                          STATION DESCRIPTION
 KV3589
 KV3589'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV3589'THE SPIRE OF COLTON CHAPEL, 1915, LAFAYETTE COLLEGE, EASTON, PA.
 KV3589'THIS STATION WAS LOCATED BY A DISTANCE AND DIRECTION FROM STATION
 KV3589'CENTENNIAL.
 KV3589
 KV3589                          STATION RECOVERY (2002)
 KV3589
 KV3589'RECOVERY NOTE BY US POWER SQUADRON 2002 (NCS)
 KV3589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3588 ***********************************************************************
 KV3588  DESIGNATION -  EASTON NORTHAMPTON STANDPIPE
 KV3588  PID         -  KV3588
 KV3588  STATE/COUNTY-  PA/NORTHAMPTON
 KV3588  USGS QUAD   -  EASTON (1994)
 KV3588
 KV3588                         *CURRENT SURVEY CONTROL
 KV3588  ___________________________________________________________________
 KV3588* NAD 83(1992)-  40 41 19.92910(N)    075 13 57.74220(W)     ADJUSTED  
 KV3588* NAVD 88     -                                                        
 KV3588  ___________________________________________________________________
 KV3588  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 KV3588  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 KV3588
 KV3588  HORZ ORDER  -  THIRD
 KV3588
 KV3588.The horizontal coordinates were established by classical geodetic methods
 KV3588.and adjusted by the National Geodetic Survey in June 2002..
 KV3588
 KV3588
 KV3588.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3588
 KV3588.The geoid height was determined by GEOID03.
 KV3588
 KV3588;                    North         East     Units Scale Factor Converg.
 KV3588;SPC PA S     -   153,545.911   812,750.178   MT  0.99996812   +1 37 59.5
 KV3588;SPC PA S     -   503,758.54  2,666,497.88   sFT  0.99996812   +1 37 59.5
 KV3588;SPC NJ       -   206,257.831    88,070.597   MT  0.99994719   -0 28 39.7
 KV3588;SPC NJ       -   676,697.57    288,944.95   sFT  0.99994719   -0 28 39.7
 KV3588;UTM  18      - 4,504,245.558   480,337.307   MT  0.99960476   -0 09 06.2
 KV3588
 KV3588                          SUPERSEDED SURVEY CONTROL
 KV3588
 KV3588  NAD 83(1996)-  40 41 19.92904(N)    075 13 57.74226(W) AD(       ) 4
 KV3588  NAD 83(1986)-  40 41 19.92752(N)    075 13 57.74547(W) AD(       ) 4
 KV3588  NAD 27      -  40 41 19.57000(N)    075 13 59.11000(W) AD(       ) 3
 KV3588
 KV3588.Superseded values are not recommended for survey control.
 KV3588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3588.See file dsdata.txt to determine how the superseded data were derived.
 KV3588
 KV3588_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8033704246(NAD 83)
 KV3588_MARKER: 52 = STANDPIPE TANK
 KV3588
 KV3588  HISTORY     - Date     Condition        Report By
 KV3588  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV3588  HISTORY     - 20020126 GOOD             USPSQD
 KV3588
 KV3588                          STATION DESCRIPTION
 KV3588
 KV3588'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV3588'A TALL STANDPIPE CONSTRUCTED OF SHEET IRON, PAINTED WHITE, OWNED BY
 KV3588'THE NORTHAMPTON WATER COMPANY, AT THE SW CORNER OF A LARGE
 KV3588'RESERVOIR AND W OF THE INTERSECTION OF FERRY AND 15TH STREETS,
 KV3588'EASTON, PA.
 KV3588
 KV3588                          STATION RECOVERY (2002)
 KV3588
 KV3588'RECOVERY NOTE BY US POWER SQUADRON 2002 (NCS)
 KV3588'NOW PAINTED BLUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3596 ***********************************************************************
 KV3596  DESIGNATION -  EASTON SOUTH COLLEGE FINIAL
 KV3596  PID         -  KV3596
 KV3596  STATE/COUNTY-  PA/NORTHAMPTON
 KV3596  USGS QUAD   -  EASTON (1994)
 KV3596
 KV3596                         *CURRENT SURVEY CONTROL
 KV3596  ___________________________________________________________________
 KV3596* NAD 83(1992)-  40 41 48.95536(N)    075 12 35.23440(W)     ADJUSTED  
 KV3596* NAVD 88     -                                                        
 KV3596  ___________________________________________________________________
 KV3596  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 KV3596  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KV3596
 KV3596  HORZ ORDER  -  THIRD
 KV3596
 KV3596.The horizontal coordinates were established by classical geodetic methods
 KV3596.and adjusted by the National Geodetic Survey in June 2002..
 KV3596
 KV3596
 KV3596.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3596
 KV3596.The geoid height was determined by GEOID03.
 KV3596
 KV3596;                    North         East     Units Scale Factor Converg.
 KV3596;SPC PA S     -   154,496.341   814,660.891   MT  0.99996871   +1 38 53.1
 KV3596;SPC PA S     -   506,876.75  2,672,766.61   sFT  0.99996871   +1 38 53.1
 KV3596;SPC NJ       -   207,137.216    90,014.977   MT  0.99994427   -0 27 46.2
 KV3596;SPC NJ       -   679,582.68    295,324.14   sFT  0.99994427   -0 27 46.2
 KV3596;UTM  18      - 4,505,135.689   482,275.990   MT  0.99960387   -0 08 12.5
 KV3596
 KV3596                          SUPERSEDED SURVEY CONTROL
 KV3596
 KV3596  NAD 83(1996)-  40 41 48.95529(N)    075 12 35.23461(W) AD(       ) 4
 KV3596  NAD 83(1986)-  40 41 48.95377(N)    075 12 35.23758(W) AD(       ) 4
 KV3596  NAD 27      -  40 41 48.60000(N)    075 12 36.60000(W) AD(       ) 3
 KV3596
 KV3596.Superseded values are not recommended for survey control.
 KV3596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3596.See file dsdata.txt to determine how the superseded data were derived.
 KV3596
 KV3596_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8227605136(NAD 83)
 KV3596_MARKER: 90 = CHURCH SPIRE
 KV3596
 KV3596  HISTORY     - Date     Condition        Report By
 KV3596  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV3596  HISTORY     - 20020105 GOOD             USPSQD
 KV3596
 KV3596                          STATION DESCRIPTION
 KV3596
 KV3596'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV3596'THE SPIRE ON SOUTH COLLEGE, 1833, LAFAYETTE COLLEGE, EASTON, PA.
 KV3596
 KV3596                          STATION RECOVERY (2002)
 KV3596
 KV3596'RECOVERY NOTE BY US POWER SQUADRON 2002 (CC)
 KV3596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3590 ***********************************************************************
 KV3590  DESIGNATION -  EASTON STEWART SILK CO STACK
 KV3590  PID         -  KV3590
 KV3590  STATE/COUNTY-  PA/NORTHAMPTON
 KV3590  USGS QUAD   -  EASTON (1994)
 KV3590
 KV3590                         *CURRENT SURVEY CONTROL
 KV3590  ___________________________________________________________________
 KV3590* NAD 83(1992)-  40 40 39.48936(N)    075 13 01.84389(W)     ADJUSTED  
 KV3590* NAVD 88     -                                                        
 KV3590  ___________________________________________________________________
 KV3590  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 KV3590  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 KV3590
 KV3590  HORZ ORDER  -  THIRD
 KV3590
 KV3590.The horizontal coordinates were established by classical geodetic methods
 KV3590.and adjusted by the National Geodetic Survey in June 2002..
 KV3590
 KV3590
 KV3590.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3590
 KV3590.The geoid height was determined by GEOID03.
 KV3590
 KV3590;                    North         East     Units Scale Factor Converg.
 KV3590;SPC PA S     -   152,336.558   814,097.887   MT  0.99996732   +1 38 35.8
 KV3590;SPC PA S     -   499,790.86  2,670,919.48   sFT  0.99996732   +1 38 35.8
 KV3590;SPC NJ       -   204,999.685    89,372.820   MT  0.99994523   -0 28 02.9
 KV3590;SPC NJ       -   672,569.80    293,217.33   sFT  0.99994523   -0 28 02.9
 KV3590;UTM  18      - 4,502,995.269   481,646.219   MT  0.99960415   -0 08 29.6
 KV3590
 KV3590                          SUPERSEDED SURVEY CONTROL
 KV3590
 KV3590  NAD 83(1996)-  40 40 39.48924(N)    075 13 01.84408(W) AD(       ) 4
 KV3590  NAD 83(1986)-  40 40 39.48756(N)    075 13 01.84726(W) AD(       ) 4
 KV3590  NAD 27      -  40 40 39.13000(N)    075 13 03.22000(W) AD(       ) 3
 KV3590
 KV3590.Superseded values are not recommended for survey control.
 KV3590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3590.See file dsdata.txt to determine how the superseded data were derived.
 KV3590
 KV3590_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8164602995(NAD 83)
 KV3590_MARKER: 63 = STACK
 KV3590
 KV3590  HISTORY     - Date     Condition        Report By
 KV3590  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV3590  HISTORY     - 19941130 GOOD             USPSQD
 KV3590
 KV3590                          STATION DESCRIPTION
 KV3590
 KV3590'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV3590'THIS IS A TALL, LONE, YELLOW BRICK STACK AT THE STEWART SILK COMPANY
 KV3590'PLANT AT EASTON, PA.  THE STACK IS BETWEEN TWO FACTORY
 KV3590'BUILDINGS, 30 FEET S OF THE CENTER LINE OF LINCOLN STREET AND ABOUT
 KV3590'150 FEET E OF THE INTERSECTION OF COAL AND LINCOLN STREETS.  THE
 KV3590'BUILDINGS ARE OF WHITE BRICK.  STEWART IS LETTERED VERTICALLY IN
 KV3590'BLACK ON THE N FACE OF THE STACK.
 KV3590
 KV3590                          STATION RECOVERY (1994)
 KV3590
 KV3590'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV3590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3587 ***********************************************************************
 KV3587  DESIGNATION -  EASTON WILLIAMS PAINT CO STACK
 KV3587  PID         -  KV3587
 KV3587  STATE/COUNTY-  PA/NORTHAMPTON
 KV3587  USGS QUAD   -  EASTON (1994)
 KV3587
 KV3587                         *CURRENT SURVEY CONTROL
 KV3587  ___________________________________________________________________
 KV3587* NAD 83(1992)-  40 41 47.34610(N)    075 13 58.73186(W)     ADJUSTED  
 KV3587* NAVD 88     -                                                        
 KV3587  ___________________________________________________________________
 KV3587  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 KV3587  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KV3587
 KV3587  HORZ ORDER  -  THIRD
 KV3587
 KV3587.The horizontal coordinates were established by classical geodetic methods
 KV3587.and adjusted by the National Geodetic Survey in June 2002..
 KV3587
 KV3587
 KV3587.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3587
 KV3587.The geoid height was determined by GEOID03.
 KV3587
 KV3587;                    North         East     Units Scale Factor Converg.
 KV3587;SPC PA S     -   154,390.602   812,702.850   MT  0.99996868   +1 37 58.9
 KV3587;SPC PA S     -   506,529.83  2,666,342.60   sFT  0.99996868   +1 37 58.9
 KV3587;SPC NJ       -   207,103.673    88,054.415   MT  0.99994722   -0 28 40.6
 KV3587;SPC NJ       -   679,472.63    288,891.86   sFT  0.99994722   -0 28 40.6
 KV3587;UTM  18      - 4,505,091.005   480,316.320   MT  0.99960477   -0 09 06.9
 KV3587
 KV3587                          SUPERSEDED SURVEY CONTROL
 KV3587
 KV3587  NAD 83(1996)-  40 41 47.34600(N)    075 13 58.73201(W) AD(       ) 4
 KV3587  NAD 83(1986)-  40 41 47.34454(N)    075 13 58.73516(W) AD(       ) 4
 KV3587  NAD 27      -  40 41 46.98900(N)    075 14 00.09800(W) AD(       ) 3
 KV3587
 KV3587.Superseded values are not recommended for survey control.
 KV3587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3587.See file dsdata.txt to determine how the superseded data were derived.
 KV3587
 KV3587_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8031605091(NAD 83)
 KV3587_MARKER: 63 = STACK
 KV3587
 KV3587  HISTORY     - Date     Condition        Report By
 KV3587  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV3587  HISTORY     - 1942     GOOD             CGS
 KV3587  HISTORY     - 19941130 MARK NOT FOUND   USPSQD
 KV3587  HISTORY     - 20021117 MARK NOT FOUND   USPSQD
 KV3587
 KV3587                          STATION DESCRIPTION
 KV3587
 KV3587'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV3587'A 400-FOOT CONICAL STACK AT THE C.K. WILLIAMS COMPANY PLANT NEAR 15TH
 KV3587'AND WOOD STREETS, EASTON, PA.  THE TOP OF THE STACK HAS RECENTLY
 KV3587'BEEN REBUILT.
 KV3587
 KV3587                          STATION RECOVERY (1942)
 KV3587
 KV3587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV3587'THIS INTERSECTION STATION IS THE C.K. WILLIAMS PAINT COMPANY STACK,
 KV3587'AT THE CORNER OF WOOD AND NORTH 15TH STREETS IN EASTON.  IT IS A
 KV3587'RED AND YELLOW BRICK STACK WITH A BLACK TOP AND IS 375 FEET HIGH.
 KV3587'
 KV3587'THE POINT OBSERVED UPON WAS THE CENTER OF THE TOP OF THE STACK.
 KV3587
 KV3587                          STATION RECOVERY (1994)
 KV3587
 KV3587'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV3587'MARK NOT FOUND.
 KV3587
 KV3587                          STATION RECOVERY (2002)
 KV3587
 KV3587'RECOVERY NOTE BY US POWER SQUADRON 2002 (JFM)
 KV3587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU4502 ***********************************************************************
 JU4502  DESIGNATION -  EASTPARK
 JU4502  PID         -  JU4502
 JU4502  STATE/COUNTY-  PA/PHILADELPHIA
 JU4502  USGS QUAD   -  PHILADELPHIA (1994)
 JU4502
 JU4502                         *CURRENT SURVEY CONTROL
 JU4502  ___________________________________________________________________
 JU4502* NAD 83(1996)-  39 59 32.34190(N)    075 11 32.01489(W)     ADJUSTED  
 JU4502* NAVD 88     -        36.1    (meters)     118.     (feet)  GPS OBS   
 JU4502  ___________________________________________________________________
 JU4502  X           -   1,250,603.929 (meters)                     COMP
 JU4502  Y           -  -4,730,746.920 (meters)                     COMP
 JU4502  Z           -   4,077,334.061 (meters)                     COMP
 JU4502  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 JU4502  ELLIP HEIGHT-           3.12  (meters)          (08/10/01) GPS OBS
 JU4502  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JU4502
 JU4502  HORZ ORDER  -  FIRST
 JU4502  ELLP ORDER  -  FOURTH    CLASS II
 JU4502
 JU4502.The horizontal coordinates were established by GPS observations
 JU4502.and adjusted by the National Geodetic Survey in May 1999..
 JU4502
 JU4502.The orthometric height was determined by GPS observations and a
 JU4502.high-resolution geoid model.
 JU4502
 JU4502.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4502
 JU4502.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4502
 JU4502.The ellipsoidal height was determined by GPS observations
 JU4502.and is referenced to NAD 83.
 JU4502
 JU4502.The geoid height was determined by GEOID03.
 JU4502
 JU4502;                    North         East     Units Scale Factor Converg.
 JU4502;SPC PA S     -    76,333.209   818,410.194   MT  0.99999130   +1 39 34.1
 JU4502;SPC PA S     -   250,436.54  2,685,067.44   sFT  0.99999130   +1 39 34.1
 JU4502;SPC NJ       -   128,890.939    90,887.156   MT  0.99994300   -0 26 41.6
 JU4502;SPC NJ       -   422,869.69    298,185.61   sFT  0.99994300   -0 26 41.6
 JU4502;UTM  18      - 4,426,922.195   483,589.772   MT  0.99960332   -0 07 24.7
 JU4502
 JU4502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4502!SPC PA S     -   0.99999951  x   0.99999130  =   0.99999081
 JU4502!SPC NJ       -   0.99999951  x   0.99994300  =   0.99994251
 JU4502!UTM  18      -   0.99999951  x   0.99960332  =   0.99960283
 JU4502
 JU4502                          SUPERSEDED SURVEY CONTROL
 JU4502
 JU4502  NAD 83(1992)-  39 59 32.34140(N)    075 11 32.01511(W) AD(       ) 1
 JU4502  ELLIP H (06/28/94)    3.07   (m)                       GP(       ) 4 1
 JU4502
 JU4502.Superseded values are not recommended for survey control.
 JU4502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4502.See file dsdata.txt to determine how the superseded data were derived.
 JU4502
 JU4502_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8359026922(NAD 83)
 JU4502_MARKER: DD = SURVEY DISK
 JU4502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4502_SP_SET: CONCRETE POST
 JU4502_STAMPING: EASTPARK 1993
 JU4502_MARK LOGO: PA6540
 JU4502_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JU4502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4502+STABILITY: SURFACE MOTION
 JU4502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4502+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JU4502
 JU4502  HISTORY     - Date     Condition        Report By
 JU4502  HISTORY     - 1993     MONUMENTED       PA6540
 JU4502
 JU4502                          STATION DESCRIPTION
 JU4502
 JU4502'DESCRIBED BY CITY OF PHILADELPHIA PENNSYLVANIA 1993
 JU4502'THE STATION IS LOCATED IN THE 18TH WARD OF THE CITY OF PHILADELPHIA,IN
 JU4502'THE FAIRMOUNT PARK AREA NEAR THE STRAWBERRY MANSION SECTION OF THE
 JU4502'CITY AT BASEBALL FIELDS CALLED EDGELY FIELD. THE STATION IS ON THE
 JU4502'PROJECTED LINE OF THE RIGHT FIELD FENCE OF FIELD 6, 46 FT (14.0 M)
 JU4502'NORTHEAST OF THE EDGE A OF MACADAM WALKWAY RUNNING BEHIND THE THIRD
 JU4502'BASE LINE AND 120 FT (36.6 M) SOUTHWEST FROM THE EDGE OF EDGELY
 JU4502'DRIVE. THE MARK IS A CITY OF PHILADELPHIA HORIZONTAL CONTROL NETWORK
 JU4502'BRASS DISC STAMPED EASTPARK 1993.
 JU4502'TO REACH FROM I-76 , EXIT AT GIRARD AVENUE (ZOO). TURN RIGHT IF COMING
 JU4502'FROM I-76 W, LEFT IF COMING FROM I-76 E, ON TO GIRARD AVENUE (PA
 JU4502'ROUTE 13) AND GO 0.3 MI, ACROSS BRIDGE. TURN LEFT ON LEFT TURN ARROW
 JU4502'FOLLOWING ROUTE 13 NORTH (33RD STREET) AND GO 0.8 MI (1.3 KM) TO
 JU4502'DIAMOND STREET. TURN LEFT ON DIAMOND STREET AND GO ONE LONG BLOCK TO
 JU4502'THE BASEBALL FIELDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5959 ***********************************************************************
 KV5959  CBN         -  This is a Cooperative Base Network Control Station.
 KV5959  DESIGNATION -  EASTPORT
 KV5959  PID         -  KV5959
 KV5959  STATE/COUNTY-  PA/NORTHAMPTON
 KV5959  USGS QUAD   -  EASTON (1994)
 KV5959
 KV5959                         *CURRENT SURVEY CONTROL
 KV5959  ___________________________________________________________________
 KV5959* NAD 83(1992)-  40 44 31.88731(N)    075 14 43.92660(W)     ADJUSTED  
 KV5959* NAVD 88     -       119.3    (meters)     391.     (feet)  GPS OBS   
 KV5959  ___________________________________________________________________
 KV5959  X           -   1,232,482.802 (meters)                     COMP
 KV5959  Y           -  -4,679,816.406 (meters)                     COMP
 KV5959  Z           -   4,140,829.310 (meters)                     COMP
 KV5959  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 KV5959  ELLIP HEIGHT-          85.31  (meters)          (03/28/01) GPS OBS
 KV5959  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KV5959
 KV5959  HORZ ORDER  -  A
 KV5959  ELLP ORDER  -  THIRD     CLASS II
 KV5959
 KV5959.The horizontal coordinates were established by GPS observations
 KV5959.and adjusted by the National Geodetic Survey in March 2001..
 KV5959
 KV5959.The orthometric height was determined by GPS observations and a
 KV5959.high-resolution geoid model.
 KV5959
 KV5959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5959
 KV5959.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5959
 KV5959.The ellipsoidal height was determined by GPS observations
 KV5959.and is referenced to NAD 83.
 KV5959
 KV5959.The geoid height was determined by GEOID03.
 KV5959
 KV5959;                    North         East     Units Scale Factor Converg.
 KV5959;SPC PA S     -   159,433.819   811,498.324   MT  0.99997241   +1 37 29.6
 KV5959;SPC PA S     -   523,075.79  2,662,390.75   sFT  0.99997241   +1 37 29.6
 KV5959;SPC NJ       -   212,187.727    87,036.519   MT  0.99994878   -0 29 11.7
 KV5959;SPC NJ       -   696,152.57    285,552.31   sFT  0.99994878   -0 29 11.7
 KV5959;UTM  18      - 4,510,167.440   479,269.855   MT  0.99960529   -0 09 36.9
 KV5959
 KV5959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5959!SPC PA S     -   0.99998662  x   0.99997241  =   0.99995903
 KV5959!SPC NJ       -   0.99998662  x   0.99994878  =   0.99993540
 KV5959!UTM  18      -   0.99998662  x   0.99960529  =   0.99959191
 KV5959
 KV5959|---------------------------------------------------------------------|
 KV5959| PID    Reference Object                     Distance      Geod. Az  |
 KV5959|                                                           dddmmss.s |
 KV5959| KV5960 EASTPORT AZ MK                      399.995 METERS 03542     |
 KV5959|---------------------------------------------------------------------|
 KV5959
 KV5959                          SUPERSEDED SURVEY CONTROL
 KV5959
 KV5959  NAD 83(1996)-  40 44 31.88635(N)    075 14 43.92125(W) AD(       ) 3
 KV5959  NAD 83(1986)-  40 44 31.88311(N)    075 14 43.92714(W) AD(       ) 3
 KV5959  NGVD 29 (09/11/89)  119.5    (m)          392.     (f) GPS OBS        
 KV5959
 KV5959.Superseded values are not recommended for survey control.
 KV5959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5959.See file dsdata.txt to determine how the superseded data were derived.
 KV5959
 KV5959_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL7927010167(NAD 83)
 KV5959_MARKER: DH = HORIZONTAL CONTROL DISK
 KV5959_SETTING: 66 = SET IN ROCK OUTCROP
 KV5959_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KV5959_STAMPING: EASTPORT 1988
 KV5959_MARK LOGO: NGS   
 KV5959_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5959_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV5959+STABILITY: POSITION/ELEVATION WELL
 KV5959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5959+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2006
 KV5959
 KV5959  HISTORY     - Date     Condition        Report By
 KV5959  HISTORY     - 1988     MONUMENTED       NGS
 KV5959  HISTORY     - 19940806 GOOD             USPSQD
 KV5959  HISTORY     - 20000201 GOOD             PADT
 KV5959  HISTORY     - 20000412 GOOD             PADT
 KV5959  HISTORY     - 20000424 GOOD             PADT
 KV5959  HISTORY     - 20000913 GOOD             PADT
 KV5959  HISTORY     - 20040601 GOOD             PADT
 KV5959  HISTORY     - 20060227 GOOD             INDIV
 KV5959  HISTORY     - 20060227 GOOD             PADT
 KV5959
 KV5959                          STATION DESCRIPTION
 KV5959
 KV5959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KV5959'THE STATION IS LOCATED ABOUT 6.4 KM (4.00 MI) NORTH-NORTHWEST OF
 KV5959'EASTON, 1.6 KM (1.00 MI) SOUTHEAST OF STOCKERTOWN, 0.5 KM (0.30 MI)
 KV5959'NORTHEAST OF TATAMY, AT THE EASTON AIRPORT, ABOUT 0.3 KM (0.20 MI)
 KV5959'WEST ACROSS THE LARGE LAWN AREA AND SINGLE ASPHALT RUNWAY FROM THE
 KV5959'AIRPORT ADMINISTRATION BUILDING, IN THE TOP OF A FLUSH EXPOSURE OF
 KV5959'LIMESTONE OUTCROP ON THE OUTSIDE OF A SHARP CURVE IN THE WEST AIRPORT
 KV5959'PERIMETER DRIVE LEADING SOUTH TO A LARGE BARN AND HANGAR.
 KV5959'OWNERSHIP--EDWIN S. BRADEN, 3800 SULLIVAN TRAIL, EASTON PA 18042.
 KV5959'PHONE 215-258-0473.  AIRPORT MANAGER IS PAUL BRADEN.
 KV5959'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 33 AND 191 AT
 KV5959'THE STOCKERTOWN OVERPASS, GO EAST FOR 0.3 KM (0.20 MI) ON HIGHWAY 191
 KV5959'TO A T-JUNCTION, HIGHWAY 191 TURNS LEFT.  TURN RIGHT AND GO SOUTHEAST
 KV5959'FOR 2.4 KM (1.50 MI) ON STATE ROAD 2025, SULLIVAN TRAIL, TO A PAVED
 KV5959'CROSSROAD AT A TRAFFIC LIGHT.  TURN RIGHT AND GO SOUTHWEST FOR 0.3 KM
 KV5959'(0.20 MI) ON STATE ROAD 1002, UHLER ROAD, TO A Y-JUNCTION OF A PAVED
 KV5959'DRIVE ON THE LEFT.  BEAR LEFT AND GO SOUTH FOR 0.3 KM (0.20 MI) ON THE
 KV5959'PAVED DRIVE TO THE STATION ON THE LEFT ON THE OUTSIDE OF THE SECOND
 KV5959'SHARP CURVE.
 KV5959'THE STATION IS A STANDARD NGS DISK SET INTO A DRILL HOLE IN THE TOP OF
 KV5959'THE SOUTHEAST EDGE OF A 0.8 BY 2.0 METER EXPOSURE OF LIMESTONE OUTCROP
 KV5959'FLUSH WITH THE GROUND.  LOCATED 23.8 M (78.1 FT) SOUTHWEST OF THE
 KV5959'SOUTHEAST CORNER OF A CHAIN LINK FENCE AROUND A SWIMMING POOL, 19.8 M
 KV5959'(65.0 FT) EAST-SOUTHEAST FROM A POWER POLE WITH A TRANSFORMER AND GUY
 KV5959'WIRE, 15.5 M (50.9 FT) NORTH-NORTHEAST FROM THE CENTER OF THE ASPHALT
 KV5959'DRIVE ON THE OUTSIDE OF A CURVE, 13.9 M (45.6 FT) SOUTH-SOUTHEAST FROM
 KV5959'THE SOUTHEAST CORNER OF THE CONCRETE PAD FOR A CABANA AND SMALL
 KV5959'CHANGING ROOM BUILDING.
 KV5959'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 KV5959
 KV5959                          STATION RECOVERY (1994)
 KV5959
 KV5959'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV5959'RECOVERED IN GOOD CONDITION.
 KV5959
 KV5959                          STATION RECOVERY (2000)
 KV5959
 KV5959'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 KV5959'RECOVERED AS DESCRIBED.  THE AZIMUTH MARK ALSO RECOVERED IN GOOD
 KV5959'CONDITION.
 KV5959
 KV5959                          STATION RECOVERY (2000)
 KV5959
 KV5959'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (SQ)
 KV5959'RECOVERED IN GOOD CONDITION.
 KV5959
 KV5959                          STATION RECOVERY (2000)
 KV5959
 KV5959'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (DML)
 KV5959'RECOVERED IN GOOD CONDITION.
 KV5959
 KV5959                          STATION RECOVERY (2000)
 KV5959
 KV5959'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (CLH)
 KV5959'RECOVERED AS DESCRIBED.
 KV5959'
 KV5959
 KV5959                          STATION RECOVERY (2004)
 KV5959
 KV5959'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (SQ)
 KV5959'RECOVERED IN GOOD CONDITION.
 KV5959
 KV5959                          STATION RECOVERY (2006)
 KV5959
 KV5959'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JFP)
 KV5959'RECOVERED
 KV5959
 KV5959                          STATION RECOVERY (2006)
 KV5959
 KV5959'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (SQ)
 KV5959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5960 ***********************************************************************
 KV5960  DESIGNATION -  EASTPORT AZ MK
 KV5960  PID         -  KV5960
 KV5960  STATE/COUNTY-  PA/NORTHAMPTON
 KV5960  USGS QUAD   -  EASTON (1994)
 KV5960
 KV5960                         *CURRENT SURVEY CONTROL
 KV5960  ___________________________________________________________________
 KV5960* NAD 83(1992)-  40 44 42.41758(N)    075 14 33.97751(W)     ADJUSTED  
 KV5960* NAVD 88     -       121.0    (meters)     397.     (feet)  VERTCON   
 KV5960  ___________________________________________________________________
 KV5960  X           -   1,232,654.862 (meters)                     COMP
 KV5960  Y           -  -4,679,553.211 (meters)                     COMP
 KV5960  Z           -   4,141,076.550 (meters)                     COMP
 KV5960  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 KV5960  ELLIP HEIGHT-          87.05  (meters)          (06/21/02) GPS OBS
 KV5960  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KV5960
 KV5960  HORZ ORDER  -  THIRD
 KV5960  ELLP ORDER  -  FOURTH    CLASS I
 KV5960
 KV5960.The horizontal coordinates were established by GPS observations
 KV5960.and adjusted by the National Geodetic Survey in June 2002..
 KV5960
 KV5960.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5960
 KV5960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5960
 KV5960.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5960
 KV5960.The ellipsoidal height was determined by GPS observations
 KV5960.and is referenced to NAD 83.
 KV5960
 KV5960.The geoid height was determined by GEOID03.
 KV5960
 KV5960;                    North         East     Units Scale Factor Converg.
 KV5960;SPC PA S     -   159,765.128   811,722.425   MT  0.99997267   +1 37 36.0
 KV5960;SPC PA S     -   524,162.76  2,663,125.99   sFT  0.99997267   +1 37 36.0
 KV5960;SPC NJ       -   212,510.547    87,272.669   MT  0.99994841   -0 29 05.3
 KV5960;SPC NJ       -   697,211.69    286,327.08   sFT  0.99994841   -0 29 05.3
 KV5960;UTM  18      - 4,510,491.488   479,504.083   MT  0.99960517   -0 09 30.4
 KV5960
 KV5960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5960!SPC PA S     -   0.99998635  x   0.99997267  =   0.99995902
 KV5960!SPC NJ       -   0.99998635  x   0.99994841  =   0.99993476
 KV5960!UTM  18      -   0.99998635  x   0.99960517  =   0.99959152
 KV5960
 KV5960|---------------------------------------------------------------------|
 KV5960| PID    Reference Object                     Distance      Geod. Az  |
 KV5960|                                                           dddmmss.s |
 KV5960| KV5959 EASTPORT                            399.995 METERS 21542     |
 KV5960|---------------------------------------------------------------------|
 KV5960
 KV5960                          SUPERSEDED SURVEY CONTROL
 KV5960
 KV5960  NAD 83(1996)-  40 44 42.41668(N)    075 14 33.97240(W) AD(       ) 3
 KV5960  NAD 83(1986)-  40 44 42.41344(N)    075 14 33.97831(W) AD(       ) 3
 KV5960  NGVD 29 (09/11/89)  121.2    (m)          398.     (f) GPS OBS        
 KV5960
 KV5960.Superseded values are not recommended for survey control.
 KV5960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5960.See file dsdata.txt to determine how the superseded data were derived.
 KV5960
 KV5960_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL7950410491(NAD 83)
 KV5960_MARKER: I = METAL ROD
 KV5960_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV5960_SP_SET: STAINLESS STEEL ROD
 KV5960_STAMPING: EASTPORT AZ MK 1988
 KV5960_MARK LOGO: NGS   
 KV5960_PROJECTION: FLUSH
 KV5960_MAGNETIC: I = MARKER IS A STEEL ROD
 KV5960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV5960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5960+SATELLITE: SATELLITE OBSERVATIONS - 1988
 KV5960_ROD/PIPE-DEPTH: 3.6  meters
 KV5960
 KV5960  HISTORY     - Date     Condition        Report By
 KV5960  HISTORY     - 1988     MONUMENTED       NGS
 KV5960  HISTORY     - 19940806 GOOD             USPSQD
 KV5960
 KV5960                          STATION DESCRIPTION
 KV5960
 KV5960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KV5960'THE STATION IS LOCATED ABOUT 6.4 KM (4.00 MI) NORTH-NORTHWEST OF
 KV5960'EASTON, 2.4 KM (1.50 MI) SOUTHEAST OF STOCKERTOWN, 0.8 KM (0.50 MI)
 KV5960'NORTHEAST OF TATAMY, AT THE EASTON AIRPORT, ABOUT 0.3 KM (0.20 MI)
 KV5960'NORTHWEST OF THE AIRPORT ADMINISTRATION BUILDING, AND IN THE SOUTH
 KV5960'ANGLE OF THE INTERSECTION OF SULLIVAN TRAIL AND UHLER ROAD.
 KV5960'OWNERSHIP--EDWIN S. BRADEN, 3800 SULLIVAN TRAIL, EASTON PA 18042.
 KV5960'PHONE 215-258-0473.  AIRPORT MANAGER IS PAUL BRADEN.
 KV5960'TO REACH THE STATION FROM THE JUNCION OF STATE HIGHWAYS 33 AND 191 AT
 KV5960'THE STOCKERTOWN OVERPASS, GO EAST FOR 0.3 KM (0.20 MI) ON HIGHWAY 191
 KV5960'TO A T-JUNCTION, HIGHWAY 191 TURNS LEFT.  TURN RIGHT AND GO SOUTHEAST
 KV5960'FOR 2.4 KM (1.50 MI) ON STATE ROAD 2025, SULLIVAN TRAIL, TO THE
 KV5960'STATION ON THE RIGHT JUST AFTER CROSSING STATE ROAD 1002, UHLER ROAD,
 KV5960'AT THE TRAFFIC LIGHT.
 KV5960'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 KV5960'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 3.6 METERS IN A GREASE
 KV5960'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 KV5960'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 KV5960'88.0 M (288.7 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF THE
 KV5960'ASPHALT RUNWAY, 25.8 M (84.6 FT) SOUTHEAST FROM THE CENTER OF UHLER
 KV5960'ROAD, 23.1 M (75.8 FT) SOUTHWEST FROM THE CENTER OF SULLIVAN TRAIL,
 KV5960'19.5 M (64.0 FT) SOUTH FROM THE WOOD POLE SUPPORTING THE TRAFFIC
 KV5960'SIGNAL LIGHTS, AND 1.2 M (3.9 FT) ABOVE SULLIVAN TRAIL.
 KV5960'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 KV5960
 KV5960                          STATION RECOVERY (1994)
 KV5960
 KV5960'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV5960'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2274 ***********************************************************************
 KX2274  DESIGNATION -  EBENSBURG
 KX2274  PID         -  KX2274
 KX2274  STATE/COUNTY-  PA/CAMBRIA
 KX2274  USGS QUAD   -  EBENSBURG (1994)
 KX2274
 KX2274                         *CURRENT SURVEY CONTROL
 KX2274  ___________________________________________________________________
 KX2274* NAD 83(1992)-  40 29 01.86217(N)    078 43 28.61119(W)     ADJUSTED  
 KX2274* NAVD 88     -       652.     (meters)    2139.     (feet)  SCALED    
 KX2274  ___________________________________________________________________
 KX2274  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 KX2274  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 KX2274
 KX2274  HORZ ORDER  -  THIRD
 KX2274
 KX2274.The horizontal coordinates were established by classical geodetic methods
 KX2274.and adjusted by the National Geodetic Survey in June 2002..
 KX2274
 KX2274.The orthometric height was scaled from a topographic map.
 KX2274
 KX2274.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2274
 KX2274.The geoid height was determined by GEOID03.
 KX2274
 KX2274;                    North         East     Units Scale Factor Converg.
 KX2274;SPC PA S     -   128,203.842   517,369.335   MT  0.99995967   -0 37 56.4
 KX2274;SPC PA S     -   420,615.44  1,697,402.56   sFT  0.99995967   -0 37 56.4
 KX2274;SPC PA N     -    35,690.233   517,358.759   MT  1.00008845   -0 38 41.1
 KX2274;SPC PA N     -   117,093.71  1,697,367.86   sFT  1.00008845   -0 38 41.1
 KX2274;UTM  17      - 4,483,949.074   692,856.500   MT  1.00005785   +1 28 39.8
 KX2274
 KX2274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2274!SPC PA S     -   0.99990282  x   0.99995967  =   0.99986249
 KX2274!SPC PA N     -   0.99990282  x   1.00008845  =   0.99999126
 KX2274!UTM  17      -   0.99990282  x   1.00005785  =   0.99996066
 KX2274
 KX2274:                Primary Azimuth Mark                     Grid Az
 KX2274:SPC PA S     -  THOMAS                                   337 36 34.0
 KX2274:SPC PA N     -  THOMAS                                   337 37 18.7
 KX2274:UTM  17      -  THOMAS                                   335 29 57.8
 KX2274
 KX2274|---------------------------------------------------------------------|
 KX2274| PID    Reference Object                     Distance      Geod. Az  |
 KX2274|                                                           dddmmss.s |
 KX2274| KX2336 THOMAS                              APPROX. 7.3 KM 3365837.6 |
 KX2274|---------------------------------------------------------------------|
 KX2274
 KX2274                          SUPERSEDED SURVEY CONTROL
 KX2274
 KX2274  NAD 83(1986)-  40 29 01.86746(N)    078 43 28.62219(W) AD(       ) 3
 KX2274  NAD 27      -  40 29 01.60749(N)    078 43 29.54363(W) AD(       ) 3
 KX2274
 KX2274.Superseded values are not recommended for survey control.
 KX2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2274.See file dsdata.txt to determine how the superseded data were derived.
 KX2274
 KX2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE9285683949(NAD 83)
 KX2274_MARKER: 86 = CUPOLA
 KX2274
 KX2274  HISTORY     - Date     Condition        Report By
 KX2274  HISTORY     - 1901     FIRST OBSERVED   USGS
 KX2274
 KX2274                          STATION DESCRIPTION
 KX2274
 KX2274'DESCRIBED BY US GEOLOGICAL SURVEY 1901
 KX2274'STATION IS CENTER OF CUPOLA OF COURT HOUSE IN EBENSBURG.
 KX2274'
 KX2274'STATION MARK, CENTER OF CUPOLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2273 ***********************************************************************
 KX2273  DESIGNATION -  EBENSBURG STATE HOSPITAL TANK
 KX2273  PID         -  KX2273
 KX2273  STATE/COUNTY-  PA/CAMBRIA
 KX2273  USGS QUAD   -  EBENSBURG (1994)
 KX2273
 KX2273                         *CURRENT SURVEY CONTROL
 KX2273  ___________________________________________________________________
 KX2273* NAD 83(1992)-  40 28 08.70162(N)    078 44 53.07790(W)     ADJUSTED  
 KX2273* NAVD 88     -                                                        
 KX2273  ___________________________________________________________________
 KX2273  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 KX2273  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KX2273
 KX2273  HORZ ORDER  -  THIRD
 KX2273
 KX2273.The horizontal coordinates were established by classical geodetic methods
 KX2273.and adjusted by the National Geodetic Survey in June 2002..
 KX2273
 KX2273
 KX2273.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2273
 KX2273.The geoid height was determined by GEOID03.
 KX2273
 KX2273;                    North         East     Units Scale Factor Converg.
 KX2273;SPC PA S     -   126,586.467   515,361.627   MT  0.99995955   -0 38 51.2
 KX2273;SPC PA S     -   415,309.10  1,690,815.60   sFT  0.99995955   -0 38 51.2
 KX2273;UTM  17      - 4,482,258.724   690,909.514   MT  1.00004865   +1 27 43.3
 KX2273
 KX2273                          SUPERSEDED SURVEY CONTROL
 KX2273
 KX2273  NAD 83(1986)-  40 28 08.71214(N)    078 44 53.08737(W) AD(       ) 4
 KX2273  NAD 27      -  40 28 08.44925(N)    078 44 54.01809(W) AD(       ) 3
 KX2273
 KX2273.Superseded values are not recommended for survey control.
 KX2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2273.See file dsdata.txt to determine how the superseded data were derived.
 KX2273
 KX2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE9091082259(NAD 83)
 KX2273_MARKER: 51 = TANK
 KX2273
 KX2273  HISTORY     - Date     Condition        Report By
 KX2273  HISTORY     - 1967     FIRST OBSERVED   CGS
 KX2273
 KX2273                          STATION DESCRIPTION
 KX2273
 KX2273'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5766 ***********************************************************************
 KV5766  DESIGNATION -  EDDINGTON ST FRAN VO SCH SPIRE
 KV5766  PID         -  KV5766
 KV5766  STATE/COUNTY-  PA/BUCKS
 KV5766  USGS QUAD   -  BEVERLY (1973)
 KV5766
 KV5766                         *CURRENT SURVEY CONTROL
 KV5766  ___________________________________________________________________
 KV5766* NAD 83(1992)-  40 05 19.72779(N)    074 56 11.40190(W)     ADJUSTED  
 KV5766* NAVD 88     -                                                        
 KV5766  ___________________________________________________________________
 KV5766  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 KV5766  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KV5766
 KV5766  HORZ ORDER  -  THIRD
 KV5766
 KV5766.The horizontal coordinates were established by classical geodetic methods
 KV5766.and adjusted by the National Geodetic Survey in June 2002..
 KV5766
 KV5766
 KV5766.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5766
 KV5766.The geoid height was determined by GEOID03.
 KV5766
 KV5766;                    North         East     Units Scale Factor Converg.
 KV5766;SPC PA S     -    87,706.158   839,898.471   MT  0.99997933   +1 49 31.4
 KV5766;SPC PA S     -   287,749.29  2,755,566.90   sFT  0.99997933   +1 49 31.4
 KV5766;UTM  18      - 4,437,616.631   505,413.267   MT  0.99960036   +0 02 27.2
 KV5766
 KV5766                          SUPERSEDED SURVEY CONTROL
 KV5766
 KV5766  NAD 83(1996)-  40 05 19.72746(N)    074 56 11.40267(W) AD(       ) 4
 KV5766  NAD 83(1986)-  40 05 19.72540(N)    074 56 11.40475(W) AD(       ) 4
 KV5766  NAD 27      -  40 05 19.32600(N)    074 56 12.80200(W) AD(       ) 3
 KV5766
 KV5766.Superseded values are not recommended for survey control.
 KV5766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5766.See file dsdata.txt to determine how the superseded data were derived.
 KV5766
 KV5766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0541337617(NAD 83)
 KV5766_MARKER: 89 = SPIRE
 KV5766
 KV5766  HISTORY     - Date     Condition        Report By
 KV5766  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5766  HISTORY     - 1947     GOOD             CGS
 KV5766  HISTORY     - 1958     GOOD             CGS
 KV5766  HISTORY     - 1958     GOOD             AEROS
 KV5766  HISTORY     - 1959     GOOD             CGS
 KV5766  HISTORY     - 1965     GOOD             CGS
 KV5766  HISTORY     - 19970202 MARK NOT FOUND   USPSQD
 KV5766
 KV5766                          STATION DESCRIPTION
 KV5766
 KV5766'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5766'THIS STATION IS THE CROSS AT THE TOP OF THE CLOCK TOWER OF THE SAINT
 KV5766'FRANCIS INDUSTRIAL SCHOOL ABOUT 4 MILES WEST OF BRISTOL AND 1-3/4
 KV5766'MILES WEST-NORTHWEST OF BEVERLY, N.J.  IT IS ABOUT 1/4 MILE NORTH OF
 KV5766'U.S. HIGHWAY 13 AT JUNCTION WITH U.S. HIGHWAY 132.  THE BUILDING IS
 KV5766'RED BRICK FACING SOUTH.  IT HAS A SQUARE RED BRICK TOWER AT THE FRONT
 KV5766'CENTER OF THE BUILDING OVER ENTRANCE.  TOWER HAS PYRAMIDAL GRAY
 KV5766'SLATE ROOF WITH GOLD BALL AND CROSS AT TIP.  THE TOWER HAS A CLOCK ON
 KV5766'EACH FACE JUST ABOVE ROOF OF BUILDING.  THE BUILDING IS ON A HILL
 KV5766'AND IS VERY PROMINENT.
 KV5766
 KV5766                          STATION RECOVERY (1947)
 KV5766
 KV5766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5766'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 KV5766'COMPLETE AND ADEQUATE.
 KV5766
 KV5766                          STATION RECOVERY (1958)
 KV5766
 KV5766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JEG)
 KV5766'STATION IS LOCATED IN THE CENTRAL SECTION OF THE SCHOOL PROPERTY,
 KV5766'ABOUT 0.3 MILE NORTH OF U.S. HIGHWAY 13, 0.1 MILE WEST OF STATE ROAD
 KV5766'132, 3-1/4 MILES WEST OF BRISTOL.
 KV5766'
 KV5766'IT IS A 200 X 80 FEET RED BRICK BUILDING WITH A CUPOLA AND CROSS
 KV5766'SPIRE ON TOP AND IS 130 FEET IN HEIGHT.  THE SPIRE WAS OBSERVED.
 KV5766
 KV5766                          STATION RECOVERY (1958)
 KV5766
 KV5766'RECOVERY NOTE BY AERO SERVICE CORPORATION 1958
 KV5766'STATION RECOVERED IN GOOD CONDITION.
 KV5766
 KV5766                          STATION RECOVERY (1959)
 KV5766
 KV5766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 KV5766'INTERSECTION STATION RECOVERED AS DESCRIBED.
 KV5766
 KV5766                          STATION RECOVERY (1965)
 KV5766
 KV5766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DCW)
 KV5766'THE TOWER WAS RECOVERED IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION
 KV5766'OF 1933 IS ADEQUATE FOR RECOVERY.
 KV5766
 KV5766                          STATION RECOVERY (1997)
 KV5766
 KV5766'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV5766'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3288 ***********************************************************************
 JU3288  DESIGNATION -  EDDYSTONE BALDWIN LOCOMO STACK
 JU3288  PID         -  JU3288
 JU3288  STATE/COUNTY-  PA/DELAWARE
 JU3288  USGS QUAD   -  BRIDGEPORT (1995)
 JU3288
 JU3288                         *CURRENT SURVEY CONTROL
 JU3288  ___________________________________________________________________
 JU3288* NAD 83(1992)-  39 51 39.42654(N)    075 20 24.70870(W)     ADJUSTED  
 JU3288* NAVD 88     -                                                        
 JU3288  ___________________________________________________________________
 JU3288  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 JU3288  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU3288
 JU3288  HORZ ORDER  -  THIRD
 JU3288
 JU3288.The horizontal coordinates were established by classical geodetic methods
 JU3288.and adjusted by the National Geodetic Survey in June 2002..
 JU3288
 JU3288
 JU3288.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3288
 JU3288.The geoid height was determined by GEOID03.
 JU3288
 JU3288;                    North         East     Units Scale Factor Converg.
 JU3288;SPC PA S     -    61,397.323   806,176.081   MT  1.00001211   +1 33 48.5
 JU3288;SPC PA S     -   201,434.38  2,644,929.36   sFT  1.00001211   +1 33 48.5
 JU3288;SPC NJ       -   114,414.805    78,113.756   MT  0.99996360   -0 32 18.7
 JU3288;SPC NJ       -   375,375.91    256,278.21   sFT  0.99996360   -0 32 18.7
 JU3288;UTM  18      - 4,412,379.783   470,902.052   MT  0.99961042   -0 13 05.0
 JU3288
 JU3288                          SUPERSEDED SURVEY CONTROL
 JU3288
 JU3288  NAD 83(1996)-  39 51 39.42684(N)    075 20 24.70813(W) AD(       ) 4
 JU3288  NAD 83(1991)-  39 51 39.42504(N)    075 20 24.70878(W) AD(       ) 4
 JU3288  NAD 83(1986)-  39 51 39.42024(N)    075 20 24.71292(W) AD(       ) 4
 JU3288  NAD 27      -  39 51 39.01500(N)    075 20 26.04000(W) AD(       ) 3
 JU3288
 JU3288.Superseded values are not recommended for survey control.
 JU3288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3288.See file dsdata.txt to determine how the superseded data were derived.
 JU3288
 JU3288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7090212380(NAD 83)
 JU3288_MARKER: 63 = STACK
 JU3288
 JU3288  HISTORY     - Date     Condition        Report By
 JU3288  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3288  HISTORY     - 1946     GOOD             CGS
 JU3288  HISTORY     - 19980415 MARK NOT FOUND   USPSQD
 JU3288
 JU3288                          STATION DESCRIPTION
 JU3288
 JU3288'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3288'THIS STATION IS THE CENTER OF THE LARGE RED-BRICK STACK AT THE SE
 JU3288'CORNER OF THE PLANT OF THE BALDWIN LOCOMOTIVE WORKS AT NINTH STREET
 JU3288'AND SIMPSON STREET, EDDYSTONE.  THIS IS A PLAIN STACK ABOUT 150 FEET
 JU3288'HIGH.  IT SHOULD NOT BE CONFUSED WITH A SIMILAR BUT SMALLER
 JU3288'STACK ABOUT 1/2 MILE NW.
 JU3288
 JU3288                          STATION RECOVERY (1946)
 JU3288
 JU3288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3288'STATION RECOVERED IN GOOD CONDITION.  1933 DESCRIPTION ADEQUATE
 JU3288'EXCEPT FOR THE FOLLOWING- CHANGE SIMPSON STREET TO SIMPSON
 JU3288'AVENUE.
 JU3288
 JU3288                          STATION RECOVERY (1998)
 JU3288
 JU3288'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3289 ***********************************************************************
 JU3289  DESIGNATION -  EDDYSTONE BALDWIN LOCOMO TANK
 JU3289  PID         -  JU3289
 JU3289  STATE/COUNTY-  PA/DELAWARE
 JU3289  USGS QUAD   -  BRIDGEPORT (1995)
 JU3289
 JU3289                         *CURRENT SURVEY CONTROL
 JU3289  ___________________________________________________________________
 JU3289* NAD 83(1992)-  39 51 38.24738(N)    075 20 23.74896(W)     ADJUSTED  
 JU3289* NAVD 88     -                                                        
 JU3289  ___________________________________________________________________
 JU3289  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 JU3289  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU3289
 JU3289  HORZ ORDER  -  THIRD
 JU3289
 JU3289.The horizontal coordinates were established by classical geodetic methods
 JU3289.and adjusted by the National Geodetic Survey in June 2002..
 JU3289
 JU3289
 JU3289.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3289
 JU3289.The geoid height was determined by GEOID03.
 JU3289
 JU3289;                    North         East     Units Scale Factor Converg.
 JU3289;SPC PA S     -    61,361.591   806,199.877   MT  1.00001217   +1 33 49.1
 JU3289;SPC PA S     -   201,317.15  2,645,007.43   sFT  1.00001217   +1 33 49.1
 JU3289;SPC NJ       -   114,378.226    78,136.224   MT  0.99996356   -0 32 18.1
 JU3289;SPC NJ       -   375,255.90    256,351.93   sFT  0.99996356   -0 32 18.1
 JU3289;UTM  18      - 4,412,343.343   470,924.716   MT  0.99961041   -0 13 04.3
 JU3289
 JU3289                          SUPERSEDED SURVEY CONTROL
 JU3289
 JU3289  NAD 83(1996)-  39 51 38.24769(N)    075 20 23.74860(W) AD(       ) 4
 JU3289  NAD 83(1991)-  39 51 38.24588(N)    075 20 23.74906(W) AD(       ) 4
 JU3289  NAD 83(1986)-  39 51 38.24108(N)    075 20 23.75329(W) AD(       ) 4
 JU3289  NAD 27      -  39 51 37.83600(N)    075 20 25.07600(W) AD(       ) 3
 JU3289
 JU3289.Superseded values are not recommended for survey control.
 JU3289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3289.See file dsdata.txt to determine how the superseded data were derived.
 JU3289
 JU3289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7092512343(NAD 83)
 JU3289_MARKER: 51 = TANK
 JU3289
 JU3289  HISTORY     - Date     Condition        Report By
 JU3289  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3289  HISTORY     - 1946     GOOD             CGS
 JU3289  HISTORY     - 1960     GOOD             CGS
 JU3289  HISTORY     - 19980415 MARK NOT FOUND   USPSQD
 JU3289
 JU3289                          STATION DESCRIPTION
 JU3289
 JU3289'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3289'THIS STATION IS THE CENTER OF THE BALL ON TOP OF THE TALL BLACK WATER
 JU3289'TANK AT THE PLANT OF THE BALDWIN LOCOMOTIVE WORKS. THE TANK IS NEAR
 JU3289'THE SE CORNER OF THE PLANT, JUST W OF THE PROLONGATION OF NINTH
 JU3289'STREET AND ABOUT 100 FEET N OF SIMPSON STREET, EDDYSTONE.  THE TANK
 JU3289'IS ABOUT 110 FEET HIGH AND HAS A 20-FOOT FLAGPOLE AT THE TOP.  IT IS
 JU3289'NEAR A LARGE REDBRICK STACK.
 JU3289
 JU3289                          STATION RECOVERY (1946)
 JU3289
 JU3289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3289'STATION RECOVERED IN GOOD CONDITION.  1933 DESCRIPTION IS ADEQUATE
 JU3289'EXCEPT FOR THE FOLLOWING-
 JU3289'
 JU3289'1. CHANGE BLACK WATER TANK TO SILVER WATER TANK.
 JU3289'2. CHANGE SIMPSON
 JU3289'STREET TO SIMPSON AVENUE.
 JU3289
 JU3289                          STATION RECOVERY (1960)
 JU3289
 JU3289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JJC)
 JU3289'THE TANK HAS BEEN TORN DOWN.  THE INTERSECTION STATION HAS BEEN
 JU3289'DESTROYED.
 JU3289
 JU3289                          STATION RECOVERY (1998)
 JU3289
 JU3289'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3281 ***********************************************************************
 JU3281  DESIGNATION -  EDDYSTONE FEDERAL ALLOY TANK
 JU3281  PID         -  JU3281
 JU3281  STATE/COUNTY-  PA/DELAWARE
 JU3281  USGS QUAD   -  BRIDGEPORT (1995)
 JU3281
 JU3281                         *CURRENT SURVEY CONTROL
 JU3281  ___________________________________________________________________
 JU3281* NAD 83(1992)-  39 51 26.60944(N)    075 19 42.57815(W)     ADJUSTED  
 JU3281* NAVD 88     -                                                        
 JU3281  ___________________________________________________________________
 JU3281  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 JU3281  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU3281
 JU3281  HORZ ORDER  -  THIRD
 JU3281
 JU3281.The horizontal coordinates were established by classical geodetic methods
 JU3281.and adjusted by the National Geodetic Survey in June 2002..
 JU3281
 JU3281
 JU3281.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3281
 JU3281.The geoid height was determined by GEOID03.
 JU3281
 JU3281;                    North         East     Units Scale Factor Converg.
 JU3281;SPC PA S     -    61,029.548   807,187.939   MT  1.00001274   +1 34 15.8
 JU3281;SPC PA S     -   200,227.78  2,648,249.10   sFT  1.00001274   +1 34 15.8
 JU3281;SPC NJ       -   114,010.183    79,111.394   MT  0.99996185   -0 31 51.6
 JU3281;SPC NJ       -   374,048.41    259,551.30   sFT  0.99996185   -0 31 51.6
 JU3281;UTM  18      - 4,411,980.889   471,901.585   MT  0.99960972   -0 12 37.9
 JU3281
 JU3281                          SUPERSEDED SURVEY CONTROL
 JU3281
 JU3281  NAD 83(1996)-  39 51 26.60953(N)    075 19 42.57801(W) AD(       ) 4
 JU3281  NAD 83(1991)-  39 51 26.60763(N)    075 19 42.57813(W) AD(       ) 4
 JU3281  NAD 83(1986)-  39 51 26.60277(N)    075 19 42.58260(W) AD(       ) 4
 JU3281  NAD 27      -  39 51 26.19700(N)    075 19 43.90400(W) AD(       ) 3
 JU3281
 JU3281.Superseded values are not recommended for survey control.
 JU3281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3281.See file dsdata.txt to determine how the superseded data were derived.
 JU3281
 JU3281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7190211981(NAD 83)
 JU3281_MARKER: 51 = TANK
 JU3281
 JU3281  HISTORY     - Date     Condition        Report By
 JU3281  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3281  HISTORY     - 1946     GOOD             CGS
 JU3281  HISTORY     - 19980415 MARK NOT FOUND   USPSQD
 JU3281
 JU3281                          STATION DESCRIPTION
 JU3281
 JU3281'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3281'THIS STATION IS THE CENTER OF THE BALL ON TOP OF THE TALL BLACK WATER
 JU3281'TANK NEAR THE N CORNER OF THE PLANT OF THE FEDERAL ALLOY STEEL
 JU3281'CORPORATION OPPOSITE CHESTER FRONT RANGE AND ABOUT MIDWAY BETWEEN THE
 JU3281'UPPER END OF CHESTER ISLAND AND THE LOWER END OF TINICUM ISLAND.
 JU3281'IT IS NEAR THE BANK OF THE RIVER JUST BELOW THE MOUTH OF CRUM CREEK.
 JU3281
 JU3281                          STATION RECOVERY (1946)
 JU3281
 JU3281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3281'STATION RECOVERED IN GOOD CONDITION.  1933 DESCRIPTION IS ADEQUATE
 JU3281'EXCEPT FOR THE FOLLOWING- CHANGE FEDERAL ALLOY STEEL CORPORATION TO
 JU3281'NAVY STOREHOUSE.
 JU3281
 JU3281                          STATION RECOVERY (1998)
 JU3281
 JU3281'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3282 ***********************************************************************
 JU3282  DESIGNATION -  EDDYSTONE GEN STEEL CASTING TK
 JU3282  PID         -  JU3282
 JU3282  STATE/COUNTY-  PA/DELAWARE
 JU3282  USGS QUAD   -  BRIDGEPORT (1995)
 JU3282
 JU3282                         *CURRENT SURVEY CONTROL
 JU3282  ___________________________________________________________________
 JU3282* NAD 83(1992)-  39 51 45.98472(N)    075 19 25.10401(W)     ADJUSTED  
 JU3282* NAVD 88     -                                                        
 JU3282  ___________________________________________________________________
 JU3282  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 JU3282  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU3282
 JU3282  HORZ ORDER  -  THIRD
 JU3282
 JU3282.The horizontal coordinates were established by classical geodetic methods
 JU3282.and adjusted by the National Geodetic Survey in June 2002..
 JU3282
 JU3282
 JU3282.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3282
 JU3282.The geoid height was determined by GEOID03.
 JU3282
 JU3282;                    North         East     Units Scale Factor Converg.
 JU3282;SPC PA S     -    61,638.305   807,586.728   MT  1.00001178   +1 34 27.1
 JU3282;SPC PA S     -   202,225.01  2,649,557.46   sFT  1.00001178   +1 34 27.1
 JU3282;SPC NJ       -   114,603.873    79,532.223   MT  0.99996111   -0 31 40.6
 JU3282;SPC NJ       -   375,996.21    260,931.97   sFT  0.99996111   -0 31 40.6
 JU3282;UTM  18      - 4,412,576.713   472,318.939   MT  0.99960943   -0 12 26.8
 JU3282
 JU3282                          SUPERSEDED SURVEY CONTROL
 JU3282
 JU3282  NAD 83(1996)-  39 51 45.98525(N)    075 19 25.10423(W) AD(       ) 4
 JU3282  NAD 83(1991)-  39 51 45.98332(N)    075 19 25.10444(W) AD(       ) 4
 JU3282  NAD 83(1986)-  39 51 45.97877(N)    075 19 25.10925(W) AD(       ) 4
 JU3282  NAD 27      -  39 51 45.57200(N)    075 19 26.42900(W) AD(       ) 3
 JU3282
 JU3282.Superseded values are not recommended for survey control.
 JU3282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3282.See file dsdata.txt to determine how the superseded data were derived.
 JU3282
 JU3282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7231912577(NAD 83)
 JU3282_MARKER: 51 = TANK
 JU3282
 JU3282  HISTORY     - Date     Condition        Report By
 JU3282  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3282  HISTORY     - 1946     GOOD             CGS
 JU3282  HISTORY     - 1957     GOOD             CGS
 JU3282  HISTORY     - 1960     GOOD             CGS
 JU3282  HISTORY     - 1961     GOOD             AEROS
 JU3282  HISTORY     - 19980313 GOOD             USPSQD
 JU3282
 JU3282                          STATION DESCRIPTION
 JU3282
 JU3282'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3282'THIS STATION IS THE CENTER OF THE BALL ON TOP OF THE SQUAT SILVER
 JU3282'WATER TANK AT THE PLANT OF THE GENERAL STEEL CASTINGS CORPORATION
 JU3282'JUST NE OF CRUM CREEK AND SE OF HIGHWAY 291 BETWEEN EDDYSTONE AND
 JU3282'ESSINGTON.  THE TANK IS AT THE NW CORNER OF THE PLANT YARD, ABOUT
 JU3282'200 FEET SE OF HIGHWAY 291 AND 75 FEET NE OF CRUM CREEK.  THE TANK IS
 JU3282'ABOUT 125 FEET HIGH AND HAS A PLATFORM WITH FLOOD LIGHTS ABOUT 50
 JU3282'FEET UP.  IT IS LETTERED GENERAL STEEL CASTINGS CORPORATION ON THE N
 JU3282'AND S SIDES.
 JU3282
 JU3282                          STATION RECOVERY (1946)
 JU3282
 JU3282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3282'PREVIOUSLY LISTED AS EDDYSTONE, GENERAL STEEL COMPANY WATER TANK.
 JU3282'
 JU3282'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 JU3282'ADEQUATE.
 JU3282
 JU3282                          STATION RECOVERY (1957)
 JU3282
 JU3282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FBM)
 JU3282'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION COMPLETE AND
 JU3282'ADEQUATE.
 JU3282
 JU3282                          STATION RECOVERY (1960)
 JU3282
 JU3282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JJC)
 JU3282'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.  THE ORIGINAL
 JU3282'DESCRIPTION WAS FOUND TO BE ADEQUATE.
 JU3282
 JU3282                          STATION RECOVERY (1961)
 JU3282
 JU3282'RECOVERY NOTE BY AERO SERVICE CORPORATION 1961
 JU3282'FOUND AS DESCRIBED.
 JU3282
 JU3282                          STATION RECOVERY (1998)
 JU3282
 JU3282'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4149 ***********************************************************************
 JV4149  DESIGNATION -  EDGEGROVE CONEWAGO CHAPEL
 JV4149  PID         -  JV4149
 JV4149  STATE/COUNTY-  PA/ADAMS
 JV4149  USGS QUAD   -  MC SHERRYSTOWN (1990)
 JV4149
 JV4149                         *CURRENT SURVEY CONTROL
 JV4149  ___________________________________________________________________
 JV4149* NAD 83(1992)-  39 49 07.95936(N)    077 02 17.34707(W)     ADJUSTED  
 JV4149* NAVD 88     -                                                        
 JV4149  ___________________________________________________________________
 JV4149  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 JV4149  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JV4149
 JV4149  HORZ ORDER  -  THIRD
 JV4149
 JV4149.The horizontal coordinates were established by classical geodetic methods
 JV4149.and adjusted by the National Geodetic Survey in June 2002..
 JV4149
 JV4149
 JV4149.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4149
 JV4149.The geoid height was determined by GEOID03.
 JV4149
 JV4149;                    North         East     Units Scale Factor Converg.
 JV4149;SPC PA S     -    54,158.128   660,948.301   MT  1.00001987   +0 27 42.6
 JV4149;SPC PA S     -   177,683.79  2,168,461.22   sFT  1.00001987   +0 27 42.6
 JV4149;SPC MD       -   238,921.547   396,733.186   MT  1.00008538   -0 01 26.2
 JV4149;SPC MD       -   783,861.78  1,301,615.46   sFT  1.00008538   -0 01 26.2
 JV4149;UTM  18      - 4,409,642.005   325,558.475   MT  0.99997464   -1 18 19.7
 JV4149
 JV4149                          SUPERSEDED SURVEY CONTROL
 JV4149
 JV4149  NAD 83(1991)-  39 49 07.95767(N)    077 02 17.34902(W) AD(       ) 4
 JV4149  NAD 83(1986)-  39 49 07.95721(N)    077 02 17.35095(W) AD(       ) 4
 JV4149  NAD 27      -  39 49 07.61000(N)    077 02 18.42000(W) AD(       ) 3
 JV4149
 JV4149.Superseded values are not recommended for survey control.
 JV4149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4149.See file dsdata.txt to determine how the superseded data were derived.
 JV4149
 JV4149_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK2555809642(NAD 83)
 JV4149_MARKER: 90 = CHURCH SPIRE
 JV4149
 JV4149  HISTORY     - Date     Condition        Report By
 JV4149  HISTORY     - 1942     FIRST OBSERVED   CGS
 JV4149
 JV4149                          STATION DESCRIPTION
 JV4149
 JV4149'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 JV4149'THIS INTERSECTION STATION IS THE CONEWAGO CHAPEL SPIRE LOCATED IN THE
 JV4149'SMALL TOWN OF EDGEGROVE, ABOUT 1-1/2 MILES W OF MCSHERRYSTOWN.  IT
 JV4149'IS A FRAME BUILDING WITH A LONG SLENDER SPIRE AND A SHINGLE ROOF.
 JV4149'THE POINT OBSERVED UPON IS THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5534 ***********************************************************************
 KV5534  DESIGNATION -  EDGELY PATERSON PAPER STACK
 KV5534  PID         -  KV5534
 KV5534  STATE/COUNTY-  PA/BUCKS
 KV5534  USGS QUAD   -  TRENTON WEST (1995)
 KV5534
 KV5534                         *CURRENT SURVEY CONTROL
 KV5534  ___________________________________________________________________
 KV5534* NAD 83(1992)-  40 07 50.53865(N)    074 49 17.11771(W)     ADJUSTED  
 KV5534* NAVD 88     -                                                        
 KV5534  ___________________________________________________________________
 KV5534  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 KV5534  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KV5534
 KV5534  HORZ ORDER  -  THIRD
 KV5534
 KV5534.The horizontal coordinates were established by classical geodetic methods
 KV5534.and adjusted by the National Geodetic Survey in June 2002..
 KV5534
 KV5534
 KV5534.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5534
 KV5534.The geoid height was determined by GEOID03.
 KV5534
 KV5534;                    North         East     Units Scale Factor Converg.
 KV5534;SPC PA S     -    92,674.039   849,553.151   MT  0.99997501   +1 54 00.1
 KV5534;SPC PA S     -   304,048.08  2,787,242.30   sFT  0.99997501   +1 54 00.1
 KV5534;UTM  18      - 4,442,279.661   515,214.300   MT  0.99960285   +0 06 54.4
 KV5534
 KV5534                          SUPERSEDED SURVEY CONTROL
 KV5534
 KV5534  NAD 83(1996)-  40 07 50.53882(N)    074 49 17.11759(W) AD(       ) 4
 KV5534  NAD 83(1986)-  40 07 50.53889(N)    074 49 17.11192(W) AD(       ) 4
 KV5534  NAD 27      -  40 07 50.13300(N)    074 49 18.54400(W) AD(       ) 3
 KV5534
 KV5534.Superseded values are not recommended for survey control.
 KV5534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5534.See file dsdata.txt to determine how the superseded data were derived.
 KV5534
 KV5534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1521442280(NAD 83)
 KV5534_MARKER: 63 = STACK
 KV5534
 KV5534  HISTORY     - Date     Condition        Report By
 KV5534  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5534  HISTORY     - 1947     GOOD             CGS
 KV5534  HISTORY     - 1947     GOOD             CGS
 KV5534  HISTORY     - 1958     GOOD             CGS
 KV5534
 KV5534                          STATION DESCRIPTION
 KV5534
 KV5534'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5534'THIS STATION IS THE CENTER OF THE LARGE RED BRICK STACK AT THE PLANT
 KV5534'OF THE PATTERSON PARCHMENT PAPER COMPANY BETWEEN DELAWARE RIVER
 KV5534'AND U.S. HIGHWAY 13 ABOUT 2 1/2-MILES NORTHEAST OF BRISTOL.  THE
 KV5534'STACK IS ABOUT 150 FEET HIGH.  THERE ARE TWO WHITE RINGS NEAR TOP
 KV5534'INLAYED WITH WHITE TILE BRICK.  LETTERS P P P COMPANY ARE INLAYED
 KV5534'WITH WHITE TILE BRICK ON WEST SIDE.
 KV5534
 KV5534                          STATION RECOVERY (1947)
 KV5534
 KV5534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5534'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 KV5534'ADEQUATE EXCEPT FOR THE FOLLOWING CHANGES-
 KV5534'
 KV5534'1. CHANGE P P P COMPANY IN THE LAST SENTENCE TO P P P CO.
 KV5534'
 KV5534'2. CHANGE ABOUT 150 FEET HIGH TO ABOUT 225 FEET HIGH.
 KV5534
 KV5534                          STATION RECOVERY (1947)
 KV5534
 KV5534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5534'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 KV5534'ADEQUATE EXCEPT FOR THE FOLLOWING CHANGES-
 KV5534'
 KV5534'1. CHANGE PPP COMPANY IN THE LAST SENTENCE TO PPP CO.
 KV5534'2. CHANGE ABOUT
 KV5534'150 FEET HIGH TO ABOUT 225 FEET HIGH.
 KV5534
 KV5534                          STATION RECOVERY (1958)
 KV5534
 KV5534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JEG)
 KV5534'STATION IS CENTRALLY LOCATED AMONG SEVERAL LARGE, RED BRICK
 KV5534'BUILDINGS, ABOUT 0.2 MILE EAST OF THE COMPANY GATE AND
 KV5534'RADCLIFFE AVENUE, 3 MILES NORTHEAST OF BRISTOL.
 KV5534'
 KV5534'IT IS CONSTRUCTED OF RED BRICK, 200 FEET IN HEIGHT, 20 FEET IN
 KV5534'DIAMETER AT THE BASE AND TAPERS TO 11 FEET IN DIAMETER AT THE TOP.
 KV5534'IT HAS 2 WHITE RINGS AND 3 LARGE PS PAINTED ON IT.  POINT OBSERVED
 KV5534'WAS THE MIDDLE OF STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5579 ***********************************************************************
 KV5579  DESIGNATION -  EDGELY PATTERSON PAPER SM TANK
 KV5579  PID         -  KV5579
 KV5579  STATE/COUNTY-  PA/BUCKS
 KV5579  USGS QUAD   -  TRENTON WEST (1995)
 KV5579
 KV5579                         *CURRENT SURVEY CONTROL
 KV5579  ___________________________________________________________________
 KV5579* NAD 83(1992)-  40 07 52.37350(N)    074 49 12.15043(W)     ADJUSTED  
 KV5579* NAVD 88     -                                                        
 KV5579  ___________________________________________________________________
 KV5579  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 KV5579  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KV5579
 KV5579  HORZ ORDER  -  THIRD
 KV5579
 KV5579.The horizontal coordinates were established by classical geodetic methods
 KV5579.and adjusted by the National Geodetic Survey in June 2002..
 KV5579
 KV5579
 KV5579.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5579
 KV5579.The geoid height was determined by GEOID03.
 KV5579
 KV5579;                    North         East     Units Scale Factor Converg.
 KV5579;SPC PA S     -    92,734.500   849,668.807   MT  0.99997496   +1 54 03.4
 KV5579;SPC PA S     -   304,246.44  2,787,621.74   sFT  0.99997496   +1 54 03.4
 KV5579;SPC NJ       -   144,131.608   122,725.484   MT  0.99990915   -0 12 22.6
 KV5579;SPC NJ       -   472,871.78    402,641.86   sFT  0.99990915   -0 12 22.6
 KV5579;UTM  18      - 4,442,336.469   515,331.740   MT  0.99960289   +0 06 57.6
 KV5579
 KV5579                          SUPERSEDED SURVEY CONTROL
 KV5579
 KV5579  NAD 83(1996)-  40 07 52.37349(N)    074 49 12.15043(W) AD(       ) 4
 KV5579  NAD 83(1986)-  40 07 52.37191(N)    074 49 12.15122(W) AD(       ) 4
 KV5579  NAD 27      -  40 07 51.97500(N)    074 49 13.56200(W) AD(       ) 3
 KV5579
 KV5579.Superseded values are not recommended for survey control.
 KV5579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5579.See file dsdata.txt to determine how the superseded data were derived.
 KV5579
 KV5579_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1533242336(NAD 83)
 KV5579_MARKER: 53 = ELEVATED TANK
 KV5579
 KV5579  HISTORY     - Date     Condition        Report By
 KV5579  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV5579  HISTORY     - 1947     GOOD             CGS
 KV5579  HISTORY     - 1976     POOR             NGS
 KV5579
 KV5579                          STATION DESCRIPTION
 KV5579
 KV5579'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5579'STATION IS IN EDGELY, S OF RADCLIFFE STREET AT PATTERSON PAPER
 KV5579'COMPANY, DIRECTLY W OF TALL ELEVATED BLACK TANK.  THE FINIAL
 KV5579'OF AN 85-FOOT ELEVATED GRAY WOODEN TANK.
 KV5579
 KV5579                          STATION RECOVERY (1947)
 KV5579
 KV5579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5579'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5579'ADEQUATE EXCEPT FOR THE FOLLOWING CHANGES-
 KV5579'
 KV5579'1.  ADD STATION IS 2-1/2 MILES NE OF BRISTOL.
 KV5579'
 KV5579'2.  CHANGE BLACK TANK TO SILVER TANK.
 KV5579
 KV5579                          STATION RECOVERY (1976)
 KV5579
 KV5579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5579'THE STATION WAS RECOVERED IN POOR CONDITION, STANDING WEST OF A TALL,
 KV5579'SILVER, ELEVATED WATER TANK ON THE BRISTOL PARCHMENT PAPER COMPANY
 KV5579'PROPERTY AND NORTHEAST OF BRISTOL, PA. AT FLORENCE BEND (DELAWARE
 KV5579'RIVER).  THE TANK IS BEST FOUND USING A TALL STACK, WITH PPP
 KV5579'INLAYED IN THE RED BRICK, AS A LOCATER THEN RECOVERING THE STATION
 KV5579'EAST OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5580 ***********************************************************************
 KV5580  DESIGNATION -  EDGELY PATTERSON PAPER CO TANK
 KV5580  PID         -  KV5580
 KV5580  STATE/COUNTY-  PA/BUCKS
 KV5580  USGS QUAD   -  TRENTON WEST (1995)
 KV5580
 KV5580                         *CURRENT SURVEY CONTROL
 KV5580  ___________________________________________________________________
 KV5580* NAD 83(1992)-  40 07 53.23039(N)    074 49 10.49962(W)     ADJUSTED  
 KV5580* NAVD 88     -                                                        
 KV5580  ___________________________________________________________________
 KV5580  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 KV5580  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KV5580
 KV5580  HORZ ORDER  -  THIRD
 KV5580
 KV5580.The horizontal coordinates were established by classical geodetic methods
 KV5580.and adjusted by the National Geodetic Survey in June 2002..
 KV5580
 KV5580
 KV5580.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5580
 KV5580.The geoid height was determined by GEOID03.
 KV5580
 KV5580;                    North         East     Units Scale Factor Converg.
 KV5580;SPC PA S     -    92,762.211   849,706.991   MT  0.99997493   +1 54 04.4
 KV5580;SPC PA S     -   304,337.35  2,787,747.02   sFT  0.99997493   +1 54 04.4
 KV5580;SPC NJ       -   144,157.895   122,764.658   MT  0.99990913   -0 12 21.6
 KV5580;SPC NJ       -   472,958.03    402,770.38   sFT  0.99990913   -0 12 21.6
 KV5580;UTM  18      - 4,442,362.967   515,370.754   MT  0.99960291   +0 06 58.6
 KV5580
 KV5580                          SUPERSEDED SURVEY CONTROL
 KV5580
 KV5580  NAD 83(1996)-  40 07 53.23050(N)    074 49 10.49971(W) AD(       ) 4
 KV5580  NAD 83(1986)-  40 07 53.22950(N)    074 49 10.49938(W) AD(       ) 4
 KV5580  NAD 27      -  40 07 52.83100(N)    074 49 11.92200(W) AD(       ) 3
 KV5580
 KV5580.Superseded values are not recommended for survey control.
 KV5580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5580.See file dsdata.txt to determine how the superseded data were derived.
 KV5580
 KV5580_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1537142363(NAD 83)
 KV5580_MARKER: 53 = ELEVATED TANK
 KV5580
 KV5580  HISTORY     - Date     Condition        Report By
 KV5580  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV5580  HISTORY     - 1947     GOOD             CGS
 KV5580  HISTORY     - 1976     GOOD             NGS
 KV5580
 KV5580                          STATION DESCRIPTION
 KV5580
 KV5580'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5580'STATION RECOVERED IN GOOD CONDITION.  NO ORIGINAL DESCRIPTION
 KV5580'AVAILABLE.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 KV5580'
 KV5580'STATION IS IN EDGELY, S OF RADCLIFFE STREET, AT PATTERSON PARCHMENT
 KV5580'PAPER CO., AT SE CORNER OF PLANT, DIRECTLY E OF AN 85-FOOT ELEVATED
 KV5580'GRAY WOOD TANK.  THE FINIAL OF A 135-FOOT ELEVATED SILVER METAL TANK.
 KV5580
 KV5580                          STATION RECOVERY (1976)
 KV5580
 KV5580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5580'THERE IS A SILVER METAL TANK IN THE INDICATED POSITION.  NEXT TO A
 KV5580'WEATHERED WOODEN TANK IN POOR CONDITION.  THE PRESENT NAME OF THE
 KV5580'METAL TANK IS THE BRISTOL PARCHMENT PAPER COMPANY TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1550 ***********************************************************************
 LY1550  DESIGNATION -  EDGEWOOD
 LY1550  PID         -  LY1550
 LY1550  STATE/COUNTY-  PA/LUZERNE
 LY1550  USGS QUAD   -  FREELAND (1984)
 LY1550
 LY1550                         *CURRENT SURVEY CONTROL
 LY1550  ___________________________________________________________________
 LY1550* NAD 83(1992)-  41 03 02.09676(N)    075 58 11.73569(W)     ADJUSTED  
 LY1550* NAVD 88     -       365.631  (meters)    1199.57   (feet)  ADJUSTED  
 LY1550  ___________________________________________________________________
 LY1550  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 LY1550  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 LY1550  DYNAMIC HT  -         365.467 (meters)    1199.04  (feet)  COMP
 LY1550  MODELED GRAV-     980,165.1   (mgal)                       NAVD 88
 LY1550
 LY1550  HORZ ORDER  -  SECOND
 LY1550  VERT ORDER  -  SECOND    CLASS 0
 LY1550
 LY1550.The horizontal coordinates were established by classical geodetic methods
 LY1550.and adjusted by the National Geodetic Survey in June 2002..
 LY1550
 LY1550.The orthometric height was determined by differential leveling
 LY1550.and adjusted by the National Geodetic Survey in June 1991..
 LY1550
 LY1550.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY1550
 LY1550.The geoid height was determined by GEOID03.
 LY1550
 LY1550.The dynamic height is computed by dividing the NAVD 88
 LY1550.geopotential number by the normal gravity value computed on the
 LY1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1550.degrees latitude (g = 980.6199 gals.).
 LY1550
 LY1550.The modeled gravity was interpolated from observed gravity values.
 LY1550
 LY1550;                    North         East     Units Scale Factor Converg.
 LY1550;SPC PA N     -    99,699.845   749,638.307   MT  0.99997722   +1 10 39.3
 LY1550;SPC PA N     -   327,098.57  2,459,438.35   sFT  0.99997722   +1 10 39.3
 LY1550;UTM  18      - 4,544,825.328   418,489.540   MT  0.99968177   -0 38 13.2
 LY1550
 LY1550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY1550!SPC PA N     -   0.99994773  x   0.99997722  =   0.99992495
 LY1550!UTM  18      -   0.99994773  x   0.99968177  =   0.99962952
 LY1550
 LY1550:                Primary Azimuth Mark                     Grid Az
 LY1550:SPC PA N     -  BRIAR 2                                  025 24 04.8
 LY1550:UTM  18      -  BRIAR 2                                  027 12 57.3
 LY1550
 LY1550|---------------------------------------------------------------------|
 LY1550| PID    Reference Object                     Distance      Geod. Az  |
 LY1550|                                                           dddmmss.s |
 LY1550| LY2759 BRIAR 2                             APPROX. 3.8 KM 0263444.1 |
 LY1550| CB3226 EDGEWOOD RM 3                        16.764 METERS 03008     |
 LY1550| CB3227 EDGEWOOD RM 4                        12.986 METERS 12255     |
 LY1550| LY1553 EDGEWOOD AZ MK                                     2071143.2 |
 LY1550| LY1552 EDGEWOOD AZ MK RESET                               2102743.5 |
 LY1550| LY1555 EDGEWOOD RM 1                        33.098 METERS 21943     |
 LY1550| LY1554 EDGEWOOD RM 2                        28.743 METERS 32943     |
 LY1550|---------------------------------------------------------------------|
 LY1550
 LY1550                          SUPERSEDED SURVEY CONTROL
 LY1550
 LY1550  NAD 83(1986)-  41 03 02.09712(N)    075 58 11.73727(W) AD(       ) 2
 LY1550  NAD 27      -  41 03 01.80220(N)    075 58 13.01230(W) AD(       ) 2
 LY1550  NGVD 29 (??/??/92)  365.830  (m)         1200.23   (f) ADJ UNCH    2 0
 LY1550
 LY1550.Superseded values are not recommended for survey control.
 LY1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1550.See file dsdata.txt to determine how the superseded data were derived.
 LY1550
 LY1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL1849044825(NAD 83)
 LY1550_MARKER: DS = TRIANGULATION STATION DISK
 LY1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1550_STAMPING: EDGEWOOD 1958
 LY1550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1550+STABILITY: SURFACE MOTION
 LY1550
 LY1550  HISTORY     - Date     Condition        Report By
 LY1550  HISTORY     - 1958     MONUMENTED       CGS
 LY1550  HISTORY     - 1959     GOOD             NGS
 LY1550  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LY1550  HISTORY     - 1964     GOOD             NGS
 LY1550
 LY1550                          STATION DESCRIPTION
 LY1550
 LY1550'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JMR)
 LY1550'THE STATION IS ON THE PROPERTY OF MR. ROBERT ASSON WHICH IS ON THE
 LY1550'EAST SIDE OF COUNTY ROUTE 40013.  IT IS 10 MILES WEST OF WHITE HAVEN,
 LY1550'7 MILES NORTH OF HAZELTON, 4.5 MILES NORTHWEST OF FREELAND, AND 0.75
 LY1550'MILE NORTHWEST OF EDGEWOOD.
 LY1550'
 LY1550'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 309 AND STATE
 LY1550'HIGHWAY 940, AT THE INTERSECTION OF WEST 22ND AND CHURCH STREETS IN
 LY1550'THE NORTH PART OF HAZELTON- GO NORTH ON HIGHWAY 309 FOR 5.3 MILE TO
 LY1550'THE ANGELA AMUSEMENT PARK ON THE RIGHT, CONTINUE NORTH ON 309 FOR
 LY1550'2.05 MILES TO A REVERSE FORK, TURN LEFT ON COUNTY ROUTE 40013 AND GO
 LY1550'SOUTHWEST, AS DIRECTED BY SIGN DRUMS 3 MILES, FOR 0.89 MILE TO
 LY1550'THE STATION ON THE LEFT SIDE OF THE ROAD.  TO REACH THE AZIMUTH MARK,
 LY1550'CONTINUE SOUTHWEST FOR 0.15 MILE TO THE MARK ON THE LEFT SIDE OF
 LY1550'THE ROAD.
 LY1550'
 LY1550'THE STATION IS AT THE APEX OF A GENTLE CURVE IN THE ROAD, 35.7 FEET
 LY1550'NORTHEAST OF TRIANGULAR BLAZED, TRANSMISSION POLE 2632, 34 FEET
 LY1550'EAST OF THE CENTER OF THE ROAD, 32.8 FEET NORTH OF A GUY POLE, 8.4
 LY1550'FEET WEST OF A STANDARD, METAL WITNESS POST.  THE MARK IS A STANDARD
 LY1550'DISK, STAMPED EDGEWOOD 1958, SET IN THE CENTER OF A CONCRETE MONUMENT
 LY1550'PROJECTING 2 INCHES.
 LY1550'
 LY1550'REFERENCE MARK 1 IS 64.8 FEET SOUTH OF THE BLAZED TRANSMISSION POLE,
 LY1550'19 FEET WEST OF THE CENTER OF THE ROAD, 2.3 FEET WEST OF
 LY1550'TRANSMISSION POLE 2630.  THE MARK IS A STANDARD DISK, STAMPED
 LY1550'EDGEWOOD NO 1 1958, SET IN THE CENTER OF A SQUARE CONCRETE MONUMENT
 LY1550'PROJECTING 1 INCH.
 LY1550'
 LY1550'REFERENCE MARK 2 IS 25.9 FEET SOUTH OF TRANSMISSION POLE 2633, 23
 LY1550'FEET WEST OF THE ROAD.  THE MARK IS A STANDARD DISK, STAMPED
 LY1550'EDGEWOOD NO 2 1958, SET IN THE CENTER OF A SQUARE CONCRETE MONUMENT
 LY1550'PROJECTING 1 INCH.
 LY1550'
 LY1550'THE AZIMUTH MARK IS 65 FEET SOUTH OF THE CENTER OF A STONE CULVERT,
 LY1550'33 FEET EAST OF TRANSMISSION POLE 2634, 18 FEET EAST OF THE CENTER OF
 LY1550'THE ROAD, 11.1 FEET SOUTH OF A GUY POLE, 2.4 FEET NORTH OF A
 LY1550'STANDARD, METAL WITNESS POST.  THE MARK IS A STANDARD DISK, STAMPED
 LY1550'EDGEWOOD 1958, SET IN THE CENTER OF A SQUARE CONCRETE MONUMENT
 LY1550'PROJECTING 1 INCH.
 LY1550'
 LY1550'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LY1550
 LY1550                          STATION RECOVERY (1959)
 LY1550
 LY1550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LY1550'2.8 MI NE FROM ST JOHN.
 LY1550'ABOUT 1 MILE EAST ALONG A BLACK TOP ROAD FROM THE ST. JOHN
 LY1550'LUTHERAN CHURCH AT ST. JOHN, THENCE 1.8 MILE NORTH EAST ALONG A
 LY1550'BLACK TOP ROAD, 33 FEET EAST OF THE CENTERLINE OF THE BLACK
 LY1550'TOP ROAD, 33 FEET NORTH OF A 1 1/2 FOOT OAK TREE, 33 FEET
 LY1550'NORTH EAST OF A POWER LINE POLE WITH BRACE, 54 FEET EAST OF AND
 LY1550'ACROSS BLACK TOP ROAD FROM TELEPHONE POLE NO. 2632, 105 FEET
 LY1550'NORTH EAST OF, AND ACROSS THE ROAD FROM, RM NO. 1, 96 FEET
 LY1550'SOUTH EAST OF, AND ACROSS THE ROAD FROM, RM NO. 2.
 LY1550
 LY1550                          STATION RECOVERY (1964)
 LY1550
 LY1550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WFD)
 LY1550'STATION IS LOCATED ABOUT 7 MILES NORTH OF HAZELTON, 4.5 MILES
 LY1550'NORTHWEST OF FREELAND, 2.8 MILES NORTHEAST OF DRUMS AND 0.75 MILE
 LY1550'NORTHWEST OF EDGEWOOD, ON THE EAST SIDE OF COUNTY ROAD 40013 AT THE
 LY1550'APPROACH TO AN INTERSTATE HIGHWAY 80 OVERPASS.
 LY1550'
 LY1550'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 309 AND
 LY1550'STATE HIGHWAY 940 IN THE NORTH PART OF HAZELTON, GO NORTH ON 309
 LY1550'FOR 7.3 MILES, (PASSING THE ANGELA AMUSEMENT PARK AT 5.3 MILES), TO A
 LY1550'SIDE ROAD ON THE LEFT AT A SIGN DRUMS.  TURN SHARP LEFT AND GO
 LY1550'SOUTHWEST ON COUNTY ROAD 40013 TOWARD DRUMS FOR 0.9 MILE TO THE
 LY1550'SOUTHWEST SIDE OF INTERSTATE HIGHWAY 80 UNDERPASS AND THE
 LY1550'STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK, CONTINUE SOUTHWEST
 LY1550'FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 LY1550'
 LY1550'STATION MARK IS A STANDARD DISK STAMPED EDGEWOOD 1958, SET IN THE TOP
 LY1550'OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  PROPOSED
 LY1550'FILL AT THIS POINT WILL BE 15 FEET HIGHER THAN THE PRESENT GRADE, AND
 LY1550'THE MARK SHOULD BE ABOUT 5 FEET EAST OF THE TOE OF THE FILL.  (NOTE
 LY1550'1A-7A) IT IS 8.5 FEET WEST OF A WITNESS POST.
 LY1550'
 LY1550'RM 3 IS A STANDARD DISK STAMPED EDGEWOOD NO 3 1958, SET IN THE TOP OF
 LY1550'A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES (NOTE 11A).  IT
 LY1550'IS, OR SHOULD BE, ABOUT 10 FEET EAST OF THE TOE OF THE FILL AND 31
 LY1550'FEET NORTHEAST OF THE WITNESS POST.
 LY1550'
 LY1550'RM 4 IS A STANDARD DISK STAMPED EDGEWOOD NO 4 1958, SET IN THE TOP OF
 LY1550'A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES. IT SHOULD BE ABOUT
 LY1550'47 FEET EAST OF THE TOE OF THE FILL AND 37 FEET SOUTHEAST OF THE
 LY1550'WITNESS POST.
 LY1550'
 LY1550'THE AZIMUTH MARK IS A STANDARD DISK STAMPED EDGEWOOD 1958 RESET 1964,
 LY1550'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 LY1550'ON THE OPPOSITE SIDE OF THE ROAD FROM THE STATION, IT IS ABOUT AT
 LY1550'THE BEGINNING OF THE RISE TO THE OVERPASS AND 3 FEET NORTHWEST OF A
 LY1550'WITNESS POST, IN THE LINE OF POWER TRANSMISSION POLES (NOW BEING SET)
 LY1550'ON THE WEST SIDE OF THE ROAD.
 LY1550
 LY1550                          STATION RECOVERY (1964)
 LY1550
 LY1550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 LY1550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1552 ***********************************************************************
 LY1552  DESIGNATION -  EDGEWOOD AZ MK RESET
 LY1552  PID         -  LY1552
 LY1552  STATE/COUNTY-  PA/LUZERNE
 LY1552  USGS QUAD   -  FREELAND (1984)
 LY1552
 LY1552                         *CURRENT SURVEY CONTROL
 LY1552  ___________________________________________________________________
 LY1552* NAD 83(1986)-  41 02 59.     (N)    075 58 14.     (W)     SCALED    
 LY1552* NAVD 88     -       354.79   (+/-2cm)    1164.0    (feet)  VERTCON   
 LY1552  ___________________________________________________________________
 LY1552  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 LY1552
 LY1552  VERT ORDER  -  THIRD (See Below)
 LY1552
 LY1552.The horizontal coordinates were scaled from a topographic map and have
 LY1552.an estimated accuracy of +/- 6 seconds.
 LY1552
 LY1552.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY1552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY1552.The vertical order pertains to the NGVD 29 superseded value.
 LY1552
 LY1552.The geoid height was determined by GEOID03.
 LY1552
 LY1552;                    North         East    Units  Estimated Accuracy
 LY1552;SPC PA N     -    99,600.      749,590.      MT  (+/- 180 meters Scaled)
 LY1552
 LY1552                          SUPERSEDED SURVEY CONTROL
 LY1552
 LY1552  NGVD 29 (??/??/??)  355.00   (m)         1164.7    (f) RESET       3  
 LY1552
 LY1552.Superseded values are not recommended for survey control.
 LY1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1552.See file dsdata.txt to determine how the superseded data were derived.
 LY1552
 LY1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL184447(NAD 83)
 LY1552_MARKER: DZ = AZIMUTH MARK DISK
 LY1552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1552_SP_SET: MONUMENT
 LY1552_STAMPING: EDGEWOOD RESET 1958 1964
 LY1552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1552
 LY1552  HISTORY     - Date     Condition        Report By
 LY1552  HISTORY     - 1964     MONUMENTED       CGS
 LY1552
 LY1552                          STATION DESCRIPTION
 LY1552
 LY1552'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 LY1552'2.8 MI NE FROM ST JOHN.
 LY1552'TO REACH FROM THE ST. JOHNS LUTHERAN CHURCH AT THE VILLAGE OF
 LY1552'ST. JOHN, GO EAST FOR 1.0 MILE TO A CROSSROAD, TURN LEFT AND
 LY1552'FOLLOW THE PAVED ROAD NORTHEAST FOR 1.65 MILES TO THE MARK ON
 LY1552'THE LEFT.  NOTE-- SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 LY1552'THAT PROJECTS 4 INCHES, 20 FEET WEST OF THE CENTER OF THE
 LY1552'(PRESENT) ROAD AND IN LINE WITH NEW POWER TRANSMISSION POLES
 LY1552'NOW BEING SET, AND 3 FEET NORTHWEST OF A WITNESS POST.  MARK IS
 LY1552'0.2 MILE SOUTHWEST OF PROPOSED SITE OF AN OVERPASS AT INTERSTATE
 LY1552'HIGHWAY 80.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1549 ***********************************************************************
 LY1549  DESIGNATION -  EDGEWOOD RM 3
 LY1549  PID         -  LY1549
 LY1549  STATE/COUNTY-  PA/LUZERNE
 LY1549  USGS QUAD   -  FREELAND (1984)
 LY1549
 LY1549                         *CURRENT SURVEY CONTROL
 LY1549  ___________________________________________________________________
 LY1549* NAD 83(1986)-  41 03 01.     (N)    075 58 12.     (W)     SCALED    
 LY1549* NAVD 88     -       366.22   (+/-2cm)    1201.5    (feet)  VERTCON   
 LY1549  ___________________________________________________________________
 LY1549  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 LY1549
 LY1549  VERT ORDER  -  THIRD (See Below)
 LY1549
 LY1549.The horizontal coordinates were scaled from a topographic map and have
 LY1549.an estimated accuracy of +/- 6 seconds.
 LY1549
 LY1549.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY1549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY1549.The vertical order pertains to the NGVD 29 superseded value.
 LY1549
 LY1549.The geoid height was determined by GEOID03.
 LY1549
 LY1549;                    North         East    Units  Estimated Accuracy
 LY1549;SPC PA N     -    99,670.      749,630.      MT  (+/- 180 meters Scaled)
 LY1549
 LY1549                          SUPERSEDED SURVEY CONTROL
 LY1549
 LY1549  NGVD 29 (??/??/??)  366.42   (m)         1202.2    (f) RESET       3  
 LY1549
 LY1549.Superseded values are not recommended for survey control.
 LY1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1549.See file dsdata.txt to determine how the superseded data were derived.
 LY1549
 LY1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL184447(NAD 83)
 LY1549_MARKER: DR = REFERENCE MARK DISK
 LY1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1549_STAMPING: EDGEWOOD NO 3 1958
 LY1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1549+STABILITY: SURFACE MOTION
 LY1549
 LY1549  HISTORY     - Date     Condition        Report By
 LY1549  HISTORY     - 1958     MONUMENTED       CGS
 LY1549  HISTORY     - 1964     GOOD             NGS
 LY1549
 LY1549                          STATION DESCRIPTION
 LY1549
 LY1549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 LY1549'2.8 MI NE FROM ST JOHN.
 LY1549'TO REACH FROM ST. JOHNS LUTHERAN CHURCH IN THE VILLAGE OF ST.
 LY1549'JOHN, GO EAST ON THE PAVED ROAD FOR 1.0 MILE TO A CROSSROAD,
 LY1549'TURN LEFT AND GO 1.8 MILES NORTHEAST TO THE MARK ON THE
 LY1549'RIGHT.  NOTE-- SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT
 LY1549'PROJECTS 3 INCHES, 39 FEET SOUTH OF THE EDGE OF PRESENT
 LY1549'PAVEMENT AND 31 FEET NORTHEAST OF A WITNESS POST.  (THE PRESENT
 LY1549'PAVEMENT WITH BE FILLED HERE FOR APROACH TO INTERSTATE HIGHWAY 80
 LY1549'OVERPASS, MARK SHOULD BE ABOUT 10 FEET EAST OF THE TOE OF THE
 LY1549'FILL.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1551 ***********************************************************************
 LY1551  DESIGNATION -  EDGEWOOD RM 4
 LY1551  PID         -  LY1551
 LY1551  STATE/COUNTY-  PA/LUZERNE
 LY1551  USGS QUAD   -  FREELAND (1984)
 LY1551
 LY1551                         *CURRENT SURVEY CONTROL
 LY1551  ___________________________________________________________________
 LY1551* NAD 83(1986)-  41 03 01.     (N)    075 58 12.     (W)     SCALED    
 LY1551* NAVD 88     -       365.45   (+/-2cm)    1199.0    (feet)  VERTCON   
 LY1551  ___________________________________________________________________
 LY1551  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 LY1551
 LY1551  VERT ORDER  -  THIRD (See Below)
 LY1551
 LY1551.The horizontal coordinates were scaled from a topographic map and have
 LY1551.an estimated accuracy of +/- 6 seconds.
 LY1551
 LY1551.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY1551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY1551.The vertical order pertains to the NGVD 29 superseded value.
 LY1551
 LY1551.The geoid height was determined by GEOID03.
 LY1551
 LY1551;                    North         East    Units  Estimated Accuracy
 LY1551;SPC PA N     -    99,670.      749,630.      MT  (+/- 180 meters Scaled)
 LY1551
 LY1551                          SUPERSEDED SURVEY CONTROL
 LY1551
 LY1551  NGVD 29 (??/??/??)  365.65   (m)         1199.6    (f) RESET       3  
 LY1551
 LY1551.Superseded values are not recommended for survey control.
 LY1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1551.See file dsdata.txt to determine how the superseded data were derived.
 LY1551
 LY1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL184447(NAD 83)
 LY1551_MARKER: DR = REFERENCE MARK DISK
 LY1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1551_STAMPING: EDGEWOOD NO 4 1958
 LY1551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1551+STABILITY: SURFACE MOTION
 LY1551
 LY1551  HISTORY     - Date     Condition        Report By
 LY1551  HISTORY     - 1958     MONUMENTED       CGS
 LY1551  HISTORY     - 1964     GOOD             NGS
 LY1551
 LY1551                          STATION DESCRIPTION
 LY1551
 LY1551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 LY1551'2.8 MI NE FROM ST JOHN.
 LY1551'TO REACH FROM THE ST. JOHNS LUTHERAN CHURCH IN THE VILLAGE OF
 LY1551'ST. JOHN, GO EAST ON THE PAVED ROAD FOR 1.0 MILE TO A CROSSROAD,
 LY1551'TURN LEFT AND GO 1.8 MILES TO THE MARK ON THE RIGHT.  NOTE-- SET
 LY1551'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES,
 LY1551'66 FEET SOUTH OF THE EDGE OF THE PRESENT PAVEMENT, 42.6 FEET
 LY1551'SOUTH OF STATION EDGEWOOD, 37 FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0238 ***********************************************************************
 MB0238  DESIGNATION -  EDINBORO AZ MK 2
 MB0238  PID         -  MB0238
 MB0238  STATE/COUNTY-  PA/ERIE
 MB0238  USGS QUAD   -  EDINBORO NORTH (1977)
 MB0238
 MB0238                         *CURRENT SURVEY CONTROL
 MB0238  ___________________________________________________________________
 MB0238* NAD 83(1986)-  41 52 48.     (N)    080 10 32.     (W)     SCALED    
 MB0238* NAVD 88     -       454.993  (meters)    1492.76   (feet)  ADJUSTED  
 MB0238  ___________________________________________________________________
 MB0238  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 MB0238  DYNAMIC HT  -         454.814 (meters)    1492.17  (feet)  COMP
 MB0238  MODELED GRAV-     980,213.2   (mgal)                       NAVD 88
 MB0238
 MB0238  VERT ORDER  -  SECOND    CLASS 0
 MB0238
 MB0238.The horizontal coordinates were scaled from a topographic map and have
 MB0238.an estimated accuracy of +/- 6 seconds.
 MB0238
 MB0238.The orthometric height was determined by differential leveling
 MB0238.and adjusted by the National Geodetic Survey in June 1991..
 MB0238
 MB0238.The geoid height was determined by GEOID03.
 MB0238
 MB0238.The dynamic height is computed by dividing the NAVD 88
 MB0238.geopotential number by the normal gravity value computed on the
 MB0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0238.degrees latitude (g = 980.6199 gals.).
 MB0238
 MB0238.The modeled gravity was interpolated from observed gravity values.
 MB0238
 MB0238;                    North         East    Units  Estimated Accuracy
 MB0238;SPC PA N     -   193,100.      398,690.      MT  (+/- 180 meters Scaled)
 MB0238
 MB0238                          SUPERSEDED SURVEY CONTROL
 MB0238
 MB0238  NGVD 29 (??/??/92)  455.170  (m)         1493.34   (f) ADJ UNCH    2 0
 MB0238
 MB0238.Superseded values are not recommended for survey control.
 MB0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0238.See file dsdata.txt to determine how the superseded data were derived.
 MB0238
 MB0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG684367(NAD 83)
 MB0238_MARKER: DZ = AZIMUTH MARK DISK
 MB0238_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0238_SP_SET: BRIDGE
 MB0238_STAMPING: EDINBORO AZ 2 1967 1876
 MB0238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB0238+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2006
 MB0238
 MB0238  HISTORY     - Date     Condition        Report By
 MB0238  HISTORY     - 1967     MONUMENTED       PADH
 MB0238  HISTORY     - 1967     GOOD             NGS
 MB0238  HISTORY     - 20060520 GOOD             USPSQD
 MB0238
 MB0238                          STATION DESCRIPTION
 MB0238
 MB0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MB0238'2.4 MI W FROM EDINBORO.
 MB0238'ABOUT 2.4 MILES WEST ALONG U.S. HIGHWAY 6N FROM ITS JUNCTION WITH
 MB0238'STATE HIGHWAY 99 IN EDINBORO, SET IN THE TOP OF THE SOUTHEAST
 MB0238'CORNER OF THE EAST ONE OF TWO BRIDGES ON INTERSTATE HIGHWAY 79,
 MB0238'21 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF
 MB0238'HIGHWAY, 2 FEET NORTH OF THE SOUTH END OF BRIDGE AND IS ABOUT
 MB0238'LEVEL WITH THE HIGHWAY.
 MB0238
 MB0238                          STATION RECOVERY (2006)
 MB0238
 MB0238'RECOVERY NOTE BY US POWER SQUADRON 2006 (PR)
 MB0238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1838 ***********************************************************************
 MB1838  DESIGNATION -  EDINBORO FAA RADAR MICROWAVE
 MB1838  PID         -  MB1838
 MB1838  STATE/COUNTY-  PA/ERIE
 MB1838  USGS QUAD   -  CAMBRIDGE SPRINGS NE (1975)
 MB1838
 MB1838                         *CURRENT SURVEY CONTROL
 MB1838  ___________________________________________________________________
 MB1838* NAD 83(1992)-  41 52 50.37587(N)    080 01 14.25102(W)     ADJUSTED  
 MB1838* NAVD 88     -                                                        
 MB1838  ___________________________________________________________________
 MB1838  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 MB1838  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 MB1838
 MB1838  HORZ ORDER  -  THIRD
 MB1838
 MB1838.The horizontal coordinates were established by classical geodetic methods
 MB1838.and adjusted by the National Geodetic Survey in June 2002..
 MB1838
 MB1838
 MB1838.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1838
 MB1838.The geoid height was determined by GEOID03.
 MB1838
 MB1838;                    North         East     Units Scale Factor Converg.
 MB1838;SPC PA N     -   192,820.161   411,549.445   MT  0.99998948   -1 30 07.6
 MB1838;SPC PA N     -   632,610.81  1,350,225.14   sFT  0.99998948   -1 30 07.6
 MB1838;UTM  17      - 4,636,989.843   581,261.297   MT  0.99968126   +0 39 13.9
 MB1838
 MB1838                          SUPERSEDED SURVEY CONTROL
 MB1838
 MB1838  NAD 83(1996)-  41 52 50.37697(N)    080 01 14.25146(W) AD(       ) 4
 MB1838  NAD 83(1995)-  41 52 50.37605(N)    080 01 14.25263(W) AD(       ) 4
 MB1838  NAD 83(1986)-  41 52 50.37639(N)    080 01 14.24692(W) AD(       ) 4
 MB1838  NAD 27      -  41 52 50.17093(N)    080 01 15.05107(W) AD(       ) 3
 MB1838
 MB1838.Superseded values are not recommended for survey control.
 MB1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1838.See file dsdata.txt to determine how the superseded data were derived.
 MB1838
 MB1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG8126136990(NAD 83)
 MB1838
 MB1838  HISTORY     - Date     Condition        Report By
 MB1838  HISTORY     - 1967     MONUMENTED       CGS
 MB1838
 MB1838                          STATION DESCRIPTION
 MB1838
 MB1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MB1838'THE STATION IS THE BOTTOM CENTER OF THE MAST, WHICH IS STRUCTURAL
 MB1838'STEEL, PAINTED ALTERNATELY RED AND WHITE AND IS 250 FEET IN
 MB1838'HEIGHT.  THE TAPED DISTANCE TO TRAVERSE STATION REPEATER IS 124.13
 MB1838'FEET OR 37.835 METERS.  THE MAST IS LOCATED ABOUT 5 MILES EAST OF
 MB1838'EDINBORO AND 2.5 MILES WEST OF MILL VILLAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1844 ***********************************************************************
 MB1844  DESIGNATION -  EDINBORO RESET
 MB1844  PID         -  MB1844
 MB1844  STATE/COUNTY-  PA/ERIE
 MB1844  USGS QUAD   -  EDINBORO SOUTH (1975)
 MB1844
 MB1844                         *CURRENT SURVEY CONTROL
 MB1844  ___________________________________________________________________
 MB1844* NAD 83(1992)-  41 52 28.48166(N)    080 10 45.34876(W)     ADJUSTED  
 MB1844* NAVD 88     -       458.2    (meters)    1503.     (feet)  VERTCON   
 MB1844  ___________________________________________________________________
 MB1844  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 MB1844  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 MB1844
 MB1844  HORZ ORDER  -  FIRST
 MB1844
 MB1844.The horizontal coordinates were established by classical geodetic methods
 MB1844.and adjusted by the National Geodetic Survey in June 2002..
 MB1844
 MB1844.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1844
 MB1844.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1844
 MB1844.The geoid height was determined by GEOID03.
 MB1844
 MB1844;                    North         East     Units Scale Factor Converg.
 MB1844;SPC PA N     -   192,502.161   398,367.658   MT  0.99998863   -1 36 25.4
 MB1844;SPC PA N     -   631,567.51  1,306,977.89   sFT  0.99998863   -1 36 25.4
 MB1844;UTM  17      - 4,636,176.554   568,105.011   MT  0.99965707   +0 32 52.3
 MB1844
 MB1844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1844!SPC PA N     -   0.99993350  x   0.99998863  =   0.99992213
 MB1844!UTM  17      -   0.99993350  x   0.99965707  =   0.99959059
 MB1844
 MB1844:                Primary Azimuth Mark                     Grid Az
 MB1844:SPC PA N     -  EDINBORO AZ MK 2                         029 09 35.6
 MB1844:UTM  17      -  EDINBORO AZ MK 2                         027 00 17.9
 MB1844
 MB1844|---------------------------------------------------------------------|
 MB1844| PID    Reference Object                     Distance      Geod. Az  |
 MB1844|                                                           dddmmss.s |
 MB1844| CX4418 EDINBORO AZ MK 2                                   0273310.2 |
 MB1844| CX4419 EDINBORO RM 1                        25.402 METERS 18145     |
 MB1844| CX4420 EDINBORO RM 2                        35.814 METERS 28132     |
 MB1844| CX4417 EDINBORO AZ MK                                     3473434.2 |
 MB1844|---------------------------------------------------------------------|
 MB1844
 MB1844                          SUPERSEDED SURVEY CONTROL
 MB1844
 MB1844  NAD 83(1996)-  41 52 28.48346(N)    080 10 45.34947(W) AD(       ) 1
 MB1844  NAD 83(1995)-  41 52 28.48154(N)    080 10 45.34970(W) AD(       ) 1
 MB1844  NAD 83(1986)-  41 52 28.48465(N)    080 10 45.34721(W) AD(       ) 1
 MB1844  NAD 27      -  41 52 28.28000(N)    080 10 46.14100(W) AD(       ) 1
 MB1844  NGVD 29 (07/19/86)  458.4    (m)         1504.     (f) VERT ANG       
 MB1844
 MB1844.Superseded values are not recommended for survey control.
 MB1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1844.See file dsdata.txt to determine how the superseded data were derived.
 MB1844
 MB1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG6810536177(NAD 83)
 MB1844_MARKER: Z = SEE DESCRIPTION
 MB1844_SETTING: 0 = UNSPECIFIED SETTING
 MB1844
 MB1844  HISTORY     - Date     Condition        Report By
 MB1844  HISTORY     - 1876     MONUMENTED       USLS
 MB1844  HISTORY     - 1938     SEE DESCRIPTION  CGS
 MB1844  HISTORY     - 1961     SEE DESCRIPTION  CGS
 MB1844  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MB1844
 MB1844                          STATION DESCRIPTION
 MB1844
 MB1844'DESCRIBED BY US LAKE SURVEY 1876
 MB1844'THIS STATION IS SITUATED IN THE WESTERN PART OF WASHINGTON TOWNSHIP,
 MB1844'ERIE COUNTY, PA., ABOUT 3 MILES WEST OF CONNEAUTTE LAKE AND THE
 MB1844'VILLAGE OF EDINBORO.  THE HEIGHT OF STATION USED WAS 115 FEET.  THE
 MB1844'GEODETIC POINT IS MARKED BY A STONE POST OF THE USUAL FORM, SET 2
 MB1844'FEET BELOW THE SURFACE OF THE GROUND, WITH A STONE POST SET DIRECTLY
 MB1844'OVER IT FOR A SURFACE MARK.  THREE STONE REFERENCE POSTS ARE
 MB1844'SET AS FOLLOWS- ONE BEARING WEST, DISTANT 8.5 METERS, ONE EAST,
 MB1844'DISTANT 5.81 METERS, AND ON SOUTH, DISTANT 5.1 METERS FROM THE
 MB1844'GEODETIC POINT.  THESE BEARINGS ARE APPROXIMATE.  THE HEIGHT OF
 MB1844'(U.S.E., PROFESSIONAL PAPERS, NO. 24).
 MB1844
 MB1844                          STATION RECOVERY (1938)
 MB1844
 MB1844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (APR)
 MB1844'STATION IS IN THE WESTERN PART OF WASHINGTON TOWNSHIP, ERIE COUNTY,
 MB1844'PA., ABOUT 3 MILES WEST OF EDINBORO, ON THE PROPERTY OF MR. G. H.
 MB1844'FULLER.  STATION IS APPROXIMATELY 0.3 MILE SOUTHEAST OF MR. FULLERS
 MB1844'HOUSE, IN THE PASTURE, 85 FEET NORTH OF THE WOODS LINE, 44 FEET
 MB1844'NORTH-NORTHEAST OF A 7-INCH MAPLE TREE, AND 53.5 FEET WEST OF A TWIN
 MB1844'HEMLOCK.  THE U. S. LAKE SURVEY UNDERGROUND MARK WAS RECOVERED BUT
 MB1844'THE STATION MARK HAD BEEN DESTROYED.  A NEW MARK WAS SET OVER THE
 MB1844'UNDERGROUND MARK.  THE 8- BY 8-INCH CONCRETE MARK PROJECTS 10
 MB1844'INCHES.
 MB1844'
 MB1844'TO REACH FROM THE STOP LIGHT AT THE INTERSECTION OF STATE HIGHWAY 99
 MB1844'AND U.S. HIGHWAY 6-N IN EDINBORO, GO WEST ON U.S.  HIGHWAY 6-N FOR
 MB1844'2.6 MILES TO THE TOP OF GRADE AND MR. FULLERS FARM ON THE LEFT, TURN
 MB1844'LEFT THROUGH THE FARMYARD, PASS THE BARN AND CONTINUE SOUTH ALONG
 MB1844'THE FENCE TO THE GATE INTO PASTURE.  PASS THROUGH THE GATE AND
 MB1844'CONTINUE SOUTHEAST FOR 0.2 MILE TO THE EDGE OF THE TIMBER AND
 MB1844'THE STATION.  IN WET WEATHER IT IS IMPOSSIBLE TO DRIVE TO THE
 MB1844'STATION, AND IN SUCH A CASE LEAVE THE TRUCK AT THE BARN.
 MB1844'
 MB1844'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 MB1844'SET AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 MB1844'
 MB1844'REFERENCE MARK NO. 1 IS 25.398 METERS (83.330 FEET) SOUTH OF THE
 MB1844'STATION, 2 FEET NORTH OF THE EAST-WEST FENCE LINE AND PROJECTS 8
 MB1844'INCHES ABOVE GROUND.
 MB1844'
 MB1844'REFERENCE MARK NO. 2 IS 35.332 METERS (117.49 FEET) WEST OF THE
 MB1844'STATION AND PROJECTS 8 INCHES ABOVE GROUND.
 MB1844'
 MB1844'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTH-NORTHWEST OF THE
 MB1844'STATION, 10 FEET EAST OF THE SOUTHEAST CORNER OF MR.  FULLERS
 MB1844'BARN, 2 FEET EAST OF THE FENCE CORNER AND IS FLUSH WITH THE GROUND.
 MB1844
 MB1844                          STATION RECOVERY (1961)
 MB1844
 MB1844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RWT)
 MB1844'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 MB1844'AND IN GOOD CONDITION.  THE AZIMUTH MARK WAS RECOVERED BUT
 MB1844'FOUND LEANING AT A SHARP ANGLE.  IT WAS DESTROYED AND NOT REPLACED.
 MB1844'THE PROPERTY IS NOW OWNED BY MRS.  NORA KING, DAUGHTER OF THE
 MB1844'PREVIOUS OWNER.
 MB1844
 MB1844                          STATION RECOVERY (1967)
 MB1844
 MB1844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MB1844'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 MB1844'AS DESCRIBED AND IN GOOD CONDITION.  AZIMUTH MARK 2 WAS ESTABLISHED
 MB1844'AT THIS TIME.  FOLLOWING IS THE TO REACH AND MEAUSREMENTS FOR THE NEW
 MB1844'AZIMUTH MARK.
 MB1844'
 MB1844'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 6N AND
 MB1844'STATE HIGHWAY 99, IN EDINBORO, GO WEST ON U.S.  HIGHWAY 6N FOR
 MB1844'2.45 MILES TO THE JUNCTION OF INTERSTATE HIGHWAY 79 AND THE MARK ON
 MB1844'THE LEFT, IN THE SOUTHEAST CORNER OF THE BRIDGE.
 MB1844'
 MB1844'THE AZIMUTH MARK IS 21 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 MB1844'THE NORTH BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 79 AND 2 FEET
 MB1844'NORTH-NORTHWEST OF THE SOUTH END OF THE BRIDGE.  THE MARK IS A
 MB1844'PENNSYLVANIA DEPARTMENT OF HIGHWAYS DISK CEMENTED IN A DIRLL HOLE,
 MB1844'IN THE CURB OF THE EAST BRIDGE AND IS STAMPED EDINBORO 1876 AZ 2
 MB1844'1967.
 MB1844'
 MB1844'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3 MILES WEST
 MB1844'OF EDINBORO.
 MB1844'
 MB1844'HEIGHT OF LIGHT ABOVE STATION MARK 112.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2388 ***********************************************************************
 KW2388  DESIGNATION -  EDMISTON
 KW2388  PID         -  KW2388
 KW2388  STATE/COUNTY-  PA/MIFFLIN
 KW2388  USGS QUAD   -  BURNHAM (1973)
 KW2388
 KW2388                         *CURRENT SURVEY CONTROL
 KW2388  ___________________________________________________________________
 KW2388* NAD 83(1992)-  40 37 36.71435(N)    077 31 27.22586(W)     ADJUSTED  
 KW2388* NAVD 88     -       248.649  (meters)     815.78   (feet)  ADJUSTED  
 KW2388  ___________________________________________________________________
 KW2388  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 KW2388  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 KW2388  DYNAMIC HT  -         248.531 (meters)     815.39  (feet)  COMP
 KW2388  MODELED GRAV-     980,145.7   (mgal)                       NAVD 88
 KW2388
 KW2388  HORZ ORDER  -  SECOND
 KW2388  VERT ORDER  -  SECOND    CLASS 0
 KW2388
 KW2388.The horizontal coordinates were established by classical geodetic methods
 KW2388.and adjusted by the National Geodetic Survey in June 2002..
 KW2388
 KW2388.The orthometric height was determined by differential leveling
 KW2388.and adjusted by the National Geodetic Survey in June 1991..
 KW2388
 KW2388.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2388
 KW2388.The geoid height was determined by GEOID03.
 KW2388
 KW2388.The dynamic height is computed by dividing the NAVD 88
 KW2388.geopotential number by the normal gravity value computed on the
 KW2388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2388.degrees latitude (g = 980.6199 gals.).
 KW2388
 KW2388.The modeled gravity was interpolated from observed gravity values.
 KW2388
 KW2388;                    North         East     Units Scale Factor Converg.
 KW2388;SPC PA S     -   143,652.771   619,101.265   MT  0.99996421   +0 08 47.3
 KW2388;SPC PA S     -   471,300.80  2,031,168.07   sFT  0.99996421   +0 08 47.3
 KW2388;UTM  18      - 4,500,400.152   286,505.113   MT  1.00016107   -1 38 39.2
 KW2388
 KW2388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2388!SPC PA S     -   0.99996628  x   0.99996421  =   0.99993049
 KW2388!UTM  18      -   0.99996628  x   1.00016107  =   1.00012734
 KW2388
 KW2388|---------------------------------------------------------------------|
 KW2388| PID    Reference Object                     Distance      Geod. Az  |
 KW2388|                                                           dddmmss.s |
 KW2388| KW2387 EDMISTON RM 1                         9.187 METERS 05237     |
 KW2388| KW2389 EDMISTON RM 2                         8.865 METERS 23055     |
 KW2388| KW2386 EDMISTON AZ MK                                     2593256.3 |
 KW2388|---------------------------------------------------------------------|
 KW2388
 KW2388                          SUPERSEDED SURVEY CONTROL
 KW2388
 KW2388  NAD 83(1986)-  40 37 36.71367(N)    077 31 27.22869(W) AD(       ) 2
 KW2388  NAD 27      -  40 37 36.45160(N)    077 31 28.25664(W) AD(       ) 2
 KW2388  NGVD 29 (??/??/??)  248.856  (m)          816.46   (f) ADJUSTED    2 0
 KW2388
 KW2388.Superseded values are not recommended for survey control.
 KW2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2388.See file dsdata.txt to determine how the superseded data were derived.
 KW2388
 KW2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL8650500400(NAD 83)
 KW2388_MARKER: DE = TRAVERSE STATION DISK
 KW2388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2388_STAMPING: EDMISTON 1966
 KW2388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2388+STABILITY: SURFACE MOTION
 KW2388
 KW2388  HISTORY     - Date     Condition        Report By
 KW2388  HISTORY     - 1966     MONUMENTED       CGS
 KW2388  HISTORY     - 1966     GOOD             CGS
 KW2388
 KW2388                          STATION DESCRIPTION
 KW2388
 KW2388'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW2388'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHEAST OF LEWISTOWN, 0.15
 KW2388'MILE SOUTH OF U.S. HIGHWAY 522 AND ON THE NORTH SIDE OF A
 KW2388'WOODED AREA.  THE PROPERTY IS OWNED BY MRS. BEATRICE EDMISTON.
 KW2388'
 KW2388'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 522 AND 322,
 KW2388'AT THE EAST EDGE OF LEWISTOWN, GO NORTHEAST ON U.S. HIGHWAY 522
 KW2388'FOR 2.25 MILES TO A SIDE ROAD LEFT AND THE AZIMUTH MARK ON THE RIGHT,
 KW2388'CONTINUE NORTHEAST ON U.S.  HIGHWAY 522 FOR 0.25 MILE TO THE
 KW2388'GLEN-LEW DAIRY FARM ON THE RIGHT, CONTINUE NORTHEAST ON U.S. HIGHWAY
 KW2388'522 FOR 0.15 MILE TO A FARM DRIVE ON THE RIGHT, TURN RIGHT AND
 KW2388'GO SOUTHEAST FOR 0.1 MILE TO THE FARM HOUSE, TURN RIGHT, PASSING
 KW2388'BETWEEN A SMALL SHED AND THE BARN AND GO WEST FOR 0.15 MILE TO THE
 KW2388'SOUTHWEST CORNER OF THE OPEN FIELD, TURN LEFT AND GO EAST
 KW2388'ALONG THE NORTH EDGE OF WOODS FOR 0.1 MILE TO THE STATION, ABOUT 50
 KW2388'FEET LOWER THAN TOP OF RIDGE.
 KW2388'
 KW2388'THE STATION MARK IS 3.7 FEET NORTHWEST OF A METAL WITNESS POST AND 2
 KW2388'FEET SOUTHEAST OF AN ELECTRIC FENCE.  THE MARK IS A STANDARD
 KW2388'TRAVERSE DISK SET IN THE TOP OF A ROUND CONCRETE POST SET FLUSH WITH
 KW2388'THE GROUND AND STAMPED EDMISTON 1966.
 KW2388'
 KW2388'REFERENCE MARK NO. 1 IS 30 FEET EAST OF A METAL WITNESS POST AND 2
 KW2388'FEET SOUTHEAST OF AN ELECTRIC FENCE.  THE MARK IS A STANDARD DISK
 KW2388'SET IN THE TOP OF A ROUND CONCRETE POST SET FLUSH WITH THE GROUND AND
 KW2388'STAMPED EDMISTON NO 1 1966.
 KW2388'
 KW2388'REFERENCE MARK NO. 2 IS 30 FEET WEST-SOUTHWEST OF A METAL WITNESS
 KW2388'POST AND 2 FEET SOUTHEAST OF AN ELECTRIC FENCE.  THE
 KW2388'MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST SET
 KW2388'FLUSH WITH THE GROUND AND STAMPED EDMISTON NO 2 1966.
 KW2388'
 KW2388'THE AZIMUTH MARK IS 29 FEET SOUTHEAST OF THE CENTERLINE OF U.S.
 KW2388'HIGHWAY 522, 10 FEET SOUTHEAST OF AN ELECTRIC FENCE, 13
 KW2388'FEET WEST OF A WILD CHERRY TREE AND 4.2 FEET EAST OF A METAL WITNESS
 KW2388'POST.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A
 KW2388'ROUND CONCRETE POST PROJECTING 4 INCHES AND STAMPED EDMISTON 1966.
 KW2388'
 KW2388'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 KW2388
 KW2388                          STATION RECOVERY (1966)
 KW2388
 KW2388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KW2388'2.8 MI NE FROM LEWISTOWN.
 KW2388'ABOUT 2.8 MILES NORTHEAST ALONG U.S. HIGHWAY 522 FROM ITS JUNCTION
 KW2388'WITH U.S. HIGHWAY 322 BY-PASS AT THE NORTHEAST EDGE OF LEWISTOWN,
 KW2388'TO A DRIVEWAY ON THE RIGHT, THENCE, SOUTHEAST 0.1 MILE TO A
 KW2388'HOUSE AND BARN, THENCE, GO STRAIGHT UP HILL PASSING BETWEEN
 KW2388'HOUSE AND BARN 0.05 MILE TO THE STATION AT THE EDGE OF WOODS,
 KW2388'30.14 FEET SOUTHWEST OF RM 1, 29.09 FEET NORTHEAST OF RM 2,
 KW2388'5 FEET NORTH EAST OF A METAL WITNESS SIGN, SET IN THE TOP OF
 KW2388'A CONCRETE POST, FLUSH, AND IS ABOUT 111 FEET ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2386 ***********************************************************************
 KW2386  DESIGNATION -  EDMISTON AZ MK
 KW2386  PID         -  KW2386
 KW2386  STATE/COUNTY-  PA/MIFFLIN
 KW2386  USGS QUAD   -  BURNHAM (1973)
 KW2386
 KW2386                         *CURRENT SURVEY CONTROL
 KW2386  ___________________________________________________________________
 KW2386* NAD 83(1986)-  40 37 33.     (N)    077 31 55.     (W)     SCALED    
 KW2386* NAVD 88     -       227.657  (meters)     746.90   (feet)  ADJUSTED  
 KW2386  ___________________________________________________________________
 KW2386  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 KW2386  DYNAMIC HT  -         227.549 (meters)     746.55  (feet)  COMP
 KW2386  MODELED GRAV-     980,145.0   (mgal)                       NAVD 88
 KW2386
 KW2386  VERT ORDER  -  SECOND    CLASS 0
 KW2386
 KW2386.The horizontal coordinates were scaled from a topographic map and have
 KW2386.an estimated accuracy of +/- 6 seconds.
 KW2386
 KW2386.The orthometric height was determined by differential leveling
 KW2386.and adjusted by the National Geodetic Survey in June 1991..
 KW2386
 KW2386.The geoid height was determined by GEOID03.
 KW2386
 KW2386.The dynamic height is computed by dividing the NAVD 88
 KW2386.geopotential number by the normal gravity value computed on the
 KW2386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2386.degrees latitude (g = 980.6199 gals.).
 KW2386
 KW2386.The modeled gravity was interpolated from observed gravity values.
 KW2386
 KW2386;                    North         East    Units  Estimated Accuracy
 KW2386;SPC PA S     -   143,540.      618,450.      MT  (+/- 180 meters Scaled)
 KW2386
 KW2386                          SUPERSEDED SURVEY CONTROL
 KW2386
 KW2386  NGVD 29 (??/??/??)  227.863  (m)          747.58   (f) ADJUSTED    2 0
 KW2386
 KW2386.Superseded values are not recommended for survey control.
 KW2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2386.See file dsdata.txt to determine how the superseded data were derived.
 KW2386
 KW2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL858003(NAD 83)
 KW2386_MARKER: DZ = AZIMUTH MARK DISK
 KW2386_SETTING: 66 = SET IN ROCK OUTCROP
 KW2386_SP_SET: BEDROCK
 KW2386_STAMPING: EDMISTON 1966
 KW2386_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW2386+STABILITY: POSITION/ELEVATION WELL
 KW2386
 KW2386  HISTORY     - Date     Condition        Report By
 KW2386  HISTORY     - 1966     MONUMENTED       CGS
 KW2386
 KW2386                          STATION DESCRIPTION
 KW2386
 KW2386'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2386'2.4 MI NE FROM LEWISTOWN.
 KW2386'ABOUT 2.4 MILES NORTHEAST ALONG U.S. HIGHWAY 522 FROM ITS
 KW2386'JUNCTIONS WITH U.S. HIGHWAY 322 BY-PASS AT THE NORTHEAST EDGE
 KW2386'OF LEWISTOWN, SET IN THE TOP OF AN OUTCROP OF BEDROCK, 54
 KW2386'FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY, 3 FEET NORTHEAST
 KW2386'OF A METAL WITNESS SIGN, 2.0 FEET NORTHEAST OF THE EDGE OF
 KW2386'WOODS AND IS ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2387 ***********************************************************************
 KW2387  DESIGNATION -  EDMISTON RM 1
 KW2387  PID         -  KW2387
 KW2387  STATE/COUNTY-  PA/MIFFLIN
 KW2387  USGS QUAD   -  BURNHAM (1973)
 KW2387
 KW2387                         *CURRENT SURVEY CONTROL
 KW2387  ___________________________________________________________________
 KW2387* NAD 83(1986)-  40 37 36.     (N)    077 31 27.     (W)     SCALED    
 KW2387* NAVD 88     -       248.392  (meters)     814.93   (feet)  ADJUSTED  
 KW2387  ___________________________________________________________________
 KW2387  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 KW2387  DYNAMIC HT  -         248.274 (meters)     814.55  (feet)  COMP
 KW2387  MODELED GRAV-     980,145.7   (mgal)                       NAVD 88
 KW2387
 KW2387  VERT ORDER  -  SECOND    CLASS 0
 KW2387
 KW2387.The horizontal coordinates were scaled from a topographic map and have
 KW2387.an estimated accuracy of +/- 6 seconds.
 KW2387
 KW2387.The orthometric height was determined by differential leveling
 KW2387.and adjusted by the National Geodetic Survey in June 1991..
 KW2387
 KW2387.The geoid height was determined by GEOID03.
 KW2387
 KW2387.The dynamic height is computed by dividing the NAVD 88
 KW2387.geopotential number by the normal gravity value computed on the
 KW2387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2387.degrees latitude (g = 980.6199 gals.).
 KW2387
 KW2387.The modeled gravity was interpolated from observed gravity values.
 KW2387
 KW2387;                    North         East    Units  Estimated Accuracy
 KW2387;SPC PA S     -   143,630.      619,110.      MT  (+/- 180 meters Scaled)
 KW2387
 KW2387                          SUPERSEDED SURVEY CONTROL
 KW2387
 KW2387  NGVD 29 (??/??/??)  248.599  (m)          815.61   (f) ADJUSTED    2 0
 KW2387
 KW2387.Superseded values are not recommended for survey control.
 KW2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2387.See file dsdata.txt to determine how the superseded data were derived.
 KW2387
 KW2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL865003(NAD 83)
 KW2387_MARKER: DR = REFERENCE MARK DISK
 KW2387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2387_STAMPING: EDMISTON NO 1 1966
 KW2387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2387+STABILITY: SURFACE MOTION
 KW2387
 KW2387  HISTORY     - Date     Condition        Report By
 KW2387  HISTORY     - 1966     MONUMENTED       CGS
 KW2387
 KW2387                          STATION DESCRIPTION
 KW2387
 KW2387'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2387'2.8 MI NE FROM LEWISTOWN.
 KW2387'AT THE EDMISTON STATION SITE-- 30.14 FEET NORTHEAST OF THE
 KW2387'STATION, 32 FEET NORTHEAST OF THE METAL WITNESS SIGN, SET IN
 KW2387'THE TOP OF A CONCRETE POST, FLUSH, AND IS ABOUT LEVEL WITH THE
 KW2387'STATION MARK.  NOTE-- FOR DESCRIPTION SEE STATION EDMISTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2389 ***********************************************************************
 KW2389  DESIGNATION -  EDMISTON RM 2
 KW2389  PID         -  KW2389
 KW2389  STATE/COUNTY-  PA/MIFFLIN
 KW2389  USGS QUAD   -  BURNHAM (1973)
 KW2389
 KW2389                         *CURRENT SURVEY CONTROL
 KW2389  ___________________________________________________________________
 KW2389* NAD 83(1986)-  40 37 36.     (N)    077 31 27.     (W)     SCALED    
 KW2389* NAVD 88     -       249.052  (meters)     817.10   (feet)  ADJUSTED  
 KW2389  ___________________________________________________________________
 KW2389  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 KW2389  DYNAMIC HT  -         248.935 (meters)     816.71  (feet)  COMP
 KW2389  MODELED GRAV-     980,145.7   (mgal)                       NAVD 88
 KW2389
 KW2389  VERT ORDER  -  SECOND    CLASS 0
 KW2389
 KW2389.The horizontal coordinates were scaled from a topographic map and have
 KW2389.an estimated accuracy of +/- 6 seconds.
 KW2389
 KW2389.The orthometric height was determined by differential leveling
 KW2389.and adjusted by the National Geodetic Survey in June 1991..
 KW2389
 KW2389.The geoid height was determined by GEOID03.
 KW2389
 KW2389.The dynamic height is computed by dividing the NAVD 88
 KW2389.geopotential number by the normal gravity value computed on the
 KW2389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2389.degrees latitude (g = 980.6199 gals.).
 KW2389
 KW2389.The modeled gravity was interpolated from observed gravity values.
 KW2389
 KW2389;                    North         East    Units  Estimated Accuracy
 KW2389;SPC PA S     -   143,630.      619,110.      MT  (+/- 180 meters Scaled)
 KW2389
 KW2389                          SUPERSEDED SURVEY CONTROL
 KW2389
 KW2389  NGVD 29 (??/??/??)  249.260  (m)          817.78   (f) ADJUSTED    2 0
 KW2389
 KW2389.Superseded values are not recommended for survey control.
 KW2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2389.See file dsdata.txt to determine how the superseded data were derived.
 KW2389
 KW2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL865003(NAD 83)
 KW2389_MARKER: DR = REFERENCE MARK DISK
 KW2389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2389_STAMPING: EDMISTON NO 2 1966
 KW2389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2389+STABILITY: SURFACE MOTION
 KW2389
 KW2389  HISTORY     - Date     Condition        Report By
 KW2389  HISTORY     - 1966     MONUMENTED       CGS
 KW2389
 KW2389                          STATION DESCRIPTION
 KW2389
 KW2389'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2389'2.8 MI NE FROM LEWISTOWN.
 KW2389'AT THE EDMISTON STATION SITE-- 29.09 FEET SOUTHWEST OF THE
 KW2389'STATION MARK, 30.0 FEET SOUTHWEST OF A METAL WITNESS SIGN,
 KW2389'SET IN THE TOP OF A CONCRETE POST, FLUSH, AND IS ABOUT LEVEL
 KW2389'WITH THE STATION MARK.  NOTE-- FOR DESCRIPTION SEE STATION
 KW2389'EDMISTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1659 ***********************************************************************
 LZ1659  DESIGNATION -  EDNA
 LZ1659  PID         -  LZ1659
 LZ1659  STATE/COUNTY-  PA/TIOGA
 LZ1659  USGS QUAD   -  BLOSSBURG (1986)
 LZ1659
 LZ1659                         *CURRENT SURVEY CONTROL
 LZ1659  ___________________________________________________________________
 LZ1659* NAD 83(1992)-  41 41 07.32141(N)    077 03 37.32164(W)     ADJUSTED  
 LZ1659* NAVD 88     -       492.0    (meters)    1614.     (feet)  VERTCON   
 LZ1659  ___________________________________________________________________
 LZ1659  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 LZ1659  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LZ1659
 LZ1659  HORZ ORDER  -  SECOND
 LZ1659
 LZ1659.The horizontal coordinates were established by classical geodetic methods
 LZ1659.and adjusted by the National Geodetic Survey in June 2002..
 LZ1659
 LZ1659.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1659
 LZ1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1659
 LZ1659.The geoid height was determined by GEOID03.
 LZ1659
 LZ1659;                    North         East     Units Scale Factor Converg.
 LZ1659;SPC PA N     -   168,887.807   657,414.745   MT  0.99996775   +0 27 22.4
 LZ1659;SPC PA N     -   554,092.75  2,156,868.21   sFT  0.99996775   +0 27 22.4
 LZ1659;UTM  18      - 4,616,894.753   328,522.981   MT  0.99996185   -1 22 14.0
 LZ1659
 LZ1659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1659!SPC PA N     -   0.99992794  x   0.99996775  =   0.99989569
 LZ1659!UTM  18      -   0.99992794  x   0.99996185  =   0.99988979
 LZ1659
 LZ1659|---------------------------------------------------------------------|
 LZ1659| PID    Reference Object                     Distance      Geod. Az  |
 LZ1659|                                                           dddmmss.s |
 LZ1659| CJ9726 EDNA RM 1                            13.203 METERS 18749     |
 LZ1659| LZ1665 BLOSS CABLE TV CO MAST              APPROX. 9.6 KM 2211115.6 |
 LZ1659| LZ0830 EDNA AZ MK                                         2212302.0 |
 LZ1659| LZ1663 BLOSS PENNA GAME COMM MAST          APPROX. 9.7 KM 2215852.2 |
 LZ1659| CJ9727 EDNA RM 2                            18.019 METERS 25032     |
 LZ1659|---------------------------------------------------------------------|
 LZ1659
 LZ1659                          SUPERSEDED SURVEY CONTROL
 LZ1659
 LZ1659  NAD 83(1996)-  41 41 07.32039(N)    077 03 37.32206(W) AD(       ) 2
 LZ1659  NAD 83(1986)-  41 41 07.32192(N)    077 03 37.31780(W) AD(       ) 2
 LZ1659  NAD 27      -  41 41 07.05010(N)    077 03 38.43146(W) AD(       ) 2
 LZ1659  NGVD 29 (07/19/86)  492.1    (m)         1614.     (f) VERT ANG       
 LZ1659
 LZ1659.Superseded values are not recommended for survey control.
 LZ1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1659.See file dsdata.txt to determine how the superseded data were derived.
 LZ1659
 LZ1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM2852316895(NAD 83)
 LZ1659_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1659_SETTING: 66 = SET IN ROCK OUTCROP
 LZ1659
 LZ1659  HISTORY     - Date     Condition        Report By
 LZ1659  HISTORY     - 1968     MONUMENTED       CGS
 LZ1659  HISTORY     - 1972     SEE DESCRIPTION  LOCENG
 LZ1659  HISTORY     - 1977     GOOD             PADT
 LZ1659
 LZ1659                          STATION DESCRIPTION
 LZ1659
 LZ1659'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (WMJ)
 LZ1659'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF COVINGTON, 0.5 MILES
 LZ1659'EAST OF U.S. HIGHWAY 15 AND AT THE NORTH EDGE OF BLOSSBURG.  IT
 LZ1659'IS IN A CLEARED POWERLINE CUT AT THE SOUTHWEST END OF A LONG RIDGE.
 LZ1659'
 LZ1659'TO REACH THE STATION FROM THE POST OFFICE IN BLOSSBURG, GO NORTH ON
 LZ1659'MAIN STREET FOR 0.05 MILE TO A SIDE STREET RIGHT, TURN RIGHT AND
 LZ1659'GO EAST ON CARPENTER STREET FOR 0.15 MILES TO A CROSS STREET, TURN
 LZ1659'LEFT AND GO NORTH ON GRANGER STREET FOR 0.15 MILES TO SIDE STREET
 LZ1659'RIGHT, TAYLOR STREET, CONTINUE NORTHERLY UPHILL ON GRANGER STREET FOR
 LZ1659'0.15 MILES TO A FORK, TAKE RIGHT FORK AND GO NORTHEAST UPHILL ON
 LZ1659'DIRT ROAD FOR 0.2 MILES TO A CROSSROADS JUST AFTER PASSING UNDER
 LZ1659'POWERLINE, TURN SHARP RIGHT AND GO SOUTH ALONG POWERLINE RIGHT OF
 LZ1659'WAY FOR 0.15 MILES TO A LARGE ROCK BLUFF APPROXIMATELY 20 FEET HIGH
 LZ1659'AND STATION IN POWERLINE APPROXIMATELY 100 FEET NORTH OF TRACK ROAD.
 LZ1659'
 LZ1659'THE STATION MARK IS 61.5 FEET SOUTHEAST OF POWERLINE POLE NO. MG 219,
 LZ1659'39 FEET NORTHEAST OF EDGE OF ROCKY BLUFF, 19.0 FEET WEST OF
 LZ1659'12-INCH TRIANGULAR BLAZE OAK TREE, AND 5.0 FEET WEST-NORTHWEST OF THE
 LZ1659'METAL WITNESS POST.  THE MARK IS A STANDARD DISK CEMENTED IN A
 LZ1659'DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND AND IS
 LZ1659'STAMPED EDNA 1968.
 LZ1659'
 LZ1659'REFERENCE MARK NO. 1 IS 88.3 FEET SOUTH-SOUTHEAST OF POWERLINE POLE
 LZ1659'NO. MG 219, 42.6 FEET SOUTH-SOUTHWEST OF THE METAL WITNESS POST,
 LZ1659'AND 2 FEET EAST-NORTHEAST OF EDGE OF THE BLUFF.  THE MARK IS A
 LZ1659'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 3 BY 3 FOOT BOULDER
 LZ1659'FLUSH WITH THE GROUND AND IS STAMPED EDNA NO 1 1968.
 LZ1659'
 LZ1659'REFERENCE MARK NO. 2 IS 63.5 FEET WEST OF THE METAL WITNESS POST,
 LZ1659'52.0 FEET SOUTH OF POWERLINE POLE NO. MG 219, AND 1 FOOT NORTHEAST
 LZ1659'OF EDGE OF ROCKY BLUFF.  THE MARK IS A STANDARD DISK CEMENTED IN A
 LZ1659'DRILL HOLE IN A 8 BY 2 FOOT EXPOSED PART OF A LARGE BOULDER FLUSH
 LZ1659'WITH THE GROUND AND IS STAMPED EDNA NO 2 1968.
 LZ1659'
 LZ1659'THE AZIMUTH MARK IS 144.0 FEET NORTHWEST OF THE CENTERLINE OF U.S.
 LZ1659'HIGHWAY 15, 9.0 FEET NORTHWEST OF EAST END OF BOULDER, AND
 LZ1659'8.4 FEET WEST OF A METAL WITNESS POST.  THE MARK IS A STADARD DISK
 LZ1659'CEMENTED IN A DRILL HOLE IN A 20 BY 10 FOOT BOULDER PROJECTING 5
 LZ1659'FEET AND IS STAMPED EDNA 1968.
 LZ1659'
 LZ1659'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN BLOSSBURG, GO NORTH
 LZ1659'ON MAIN STREET FOR 0.2 MILES TO THE JUNCTION OF U.S. HIGHWAY 15,
 LZ1659'TURN LEFT AND GO SOUTH ON U.S. HIGHWAY 15 FOR 0.7 MILE TO THE AZIMUTH
 LZ1659'MARK ON THE RIGHT.
 LZ1659'
 LZ1659'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LZ1659
 LZ1659                          STATION RECOVERY (1972)
 LZ1659
 LZ1659'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (AK)
 LZ1659'RECOVERED BY BERGER ASSOC LTD.
 LZ1659'
 LZ1659'EDNA GOOD
 LZ1659'REF MARKS AND AZI
 LZ1659'MARK GOOD
 LZ1659
 LZ1659                          STATION RECOVERY (1977)
 LZ1659
 LZ1659'RECOVERY NOTE BY PA DEPT OF TRANSP 1977
 LZ1659'EDNA 1968 RECOVERED GOOD.
 LZ1659'
 LZ1659'EDNA NO. 1 AND EDNA NO. 2 RECOVERED GOOD.
 LZ1659'
 LZ1659'EDNA 1968 (AZIM.) RECOVERED GOOD.  (DISTANCE NOW AVAILABLE BTWN
 LZ1659'STAT. AND AZ.)
 LZ1659'
 LZ1659'DISTANCE AND DIRECTION FROM NEAREST TOWN--N OF BLOSSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0830 ***********************************************************************
 LZ0830  DESIGNATION -  EDNA AZ MK
 LZ0830  PID         -  LZ0830
 LZ0830  STATE/COUNTY-  PA/TIOGA
 LZ0830  USGS QUAD   -  BLOSSBURG (1986)
 LZ0830
 LZ0830                         *CURRENT SURVEY CONTROL
 LZ0830  ___________________________________________________________________
 LZ0830* NAD 83(1986)-  41 40 30.     (N)    077 04 20.     (W)     SCALED    
 LZ0830* NAVD 88     -       427.632  (meters)    1402.99   (feet)  ADJUSTED  
 LZ0830  ___________________________________________________________________
 LZ0830  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LZ0830  DYNAMIC HT  -         427.449 (meters)    1402.39  (feet)  COMP
 LZ0830  MODELED GRAV-     980,180.3   (mgal)                       NAVD 88
 LZ0830
 LZ0830  VERT ORDER  -  SECOND    CLASS 0
 LZ0830
 LZ0830.The horizontal coordinates were scaled from a topographic map and have
 LZ0830.an estimated accuracy of +/- 6 seconds.
 LZ0830
 LZ0830.The orthometric height was determined by differential leveling
 LZ0830.and adjusted by the National Geodetic Survey in June 1991..
 LZ0830
 LZ0830.The geoid height was determined by GEOID03.
 LZ0830
 LZ0830.The dynamic height is computed by dividing the NAVD 88
 LZ0830.geopotential number by the normal gravity value computed on the
 LZ0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0830.degrees latitude (g = 980.6199 gals.).
 LZ0830
 LZ0830.The modeled gravity was interpolated from observed gravity values.
 LZ0830
 LZ0830;                    North         East    Units  Estimated Accuracy
 LZ0830;SPC PA N     -   167,730.      656,440.      MT  (+/- 180 meters Scaled)
 LZ0830
 LZ0830                          SUPERSEDED SURVEY CONTROL
 LZ0830
 LZ0830  NGVD 29 (??/??/92)  427.785  (m)         1403.49   (f) ADJ UNCH    2 0
 LZ0830
 LZ0830.Superseded values are not recommended for survey control.
 LZ0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0830.See file dsdata.txt to determine how the superseded data were derived.
 LZ0830
 LZ0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM275157(NAD 83)
 LZ0830_MARKER: DZ = AZIMUTH MARK DISK
 LZ0830_SETTING: 80 = SET IN A BOULDER
 LZ0830_SP_SET: BOULDER
 LZ0830_STAMPING: EDNA 1968
 LZ0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0830+STABILITY: SURFACE MOTION
 LZ0830
 LZ0830  HISTORY     - Date     Condition        Report By
 LZ0830  HISTORY     - 1968     MONUMENTED       CGS
 LZ0830  HISTORY     - 1969     GOOD             NGS
 LZ0830  HISTORY     - 1972     GOOD             NGS
 LZ0830  HISTORY     - 1977     GOOD             PADT
 LZ0830
 LZ0830                          STATION DESCRIPTION
 LZ0830
 LZ0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ0830'0.7 MI S FROM BLOSSBURG.
 LZ0830'0.7 MILE SOUTH ALONG U.S. HIGHWAY 15 FROM THE BRIDGE OVER THE
 LZ0830'TIOGA RIVER IN BLOSSBURG, 144 FEET NORTHWEST OF THE CENTERLINE
 LZ0830'OF THE HIGHWAY, 9 FEET WEST OF THE EAST END OF THE BOULDER, 8.4
 LZ0830'FEET WEST OF A METAL WITNESS SIGN, SET IN THE TOP OF A 20 X 10
 LZ0830'FOOT BOULDER PROJECTING 5 FEET AND IS ABOUT 10 FEET ABOVE THE
 LZ0830'LEVEL OF THE HIGHWAY.
 LZ0830
 LZ0830                          STATION RECOVERY (1972)
 LZ0830
 LZ0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 LZ0830'RECOVERED IN GOOD CONDITION.
 LZ0830
 LZ0830                          STATION RECOVERY (1977)
 LZ0830
 LZ0830'RECOVERY NOTE BY PA DEPT OF TRANSP 1977
 LZ0830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1992 ***********************************************************************
 KX1992  DESIGNATION -  EDSELL
 KX1992  PID         -  KX1992
 KX1992  STATE/COUNTY-  PA/WESTMORELAND
 KX1992  USGS QUAD   -  WILPEN (1977)
 KX1992
 KX1992                         *CURRENT SURVEY CONTROL
 KX1992  ___________________________________________________________________
 KX1992* NAD 83(1992)-  40 19 16.51631(N)    079 14 30.05950(W)     ADJUSTED  
 KX1992* NAVD 88     -       640.     (meters)    2100.     (feet)  SCALED    
 KX1992  ___________________________________________________________________
 KX1992  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 KX1992  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KX1992
 KX1992  HORZ ORDER  -  THIRD
 KX1992
 KX1992.The horizontal coordinates were established by classical geodetic methods
 KX1992.and adjusted by the National Geodetic Survey in June 2002..
 KX1992
 KX1992.The orthometric height was scaled from a topographic map.
 KX1992
 KX1992.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1992
 KX1992.The geoid height was determined by GEOID03.
 KX1992
 KX1992;                    North         East     Units Scale Factor Converg.
 KX1992;SPC PA S     -   110,764.221   473,229.206   MT  0.99996204   -0 58 04.1
 KX1992;SPC PA S     -   363,398.95  1,552,586.15   sFT  0.99996204   -0 58 04.1
 KX1992;UTM  17      - 4,464,897.816   649,387.534   MT  0.99987472   +1 08 16.7
 KX1992
 KX1992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX1992!SPC PA S     -   0.99990473  x   0.99996204  =   0.99986678
 KX1992!UTM  17      -   0.99990473  x   0.99987472  =   0.99977946
 KX1992
 KX1992:                Primary Azimuth Mark                     Grid Az
 KX1992:SPC PA S     -  PARKS                                    224 56 33.5
 KX1992:UTM  17      -  PARKS                                    222 50 12.7
 KX1992
 KX1992|---------------------------------------------------------------------|
 KX1992| PID    Reference Object                     Distance      Geod. Az  |
 KX1992|                                                           dddmmss.s |
 KX1992| KX2016 PARKS                               APPROX.10.9 KM 2235829.4 |
 KX1992|---------------------------------------------------------------------|
 KX1992
 KX1992                          SUPERSEDED SURVEY CONTROL
 KX1992
 KX1992  NAD 83(1986)-  40 19 16.52039(N)    079 14 30.06666(W) AD(       ) 3
 KX1992  NAD 27      -  40 19 16.23066(N)    079 14 30.90252(W) AD(       ) 3
 KX1992
 KX1992.Superseded values are not recommended for survey control.
 KX1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1992.See file dsdata.txt to determine how the superseded data were derived.
 KX1992
 KX1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE4938864898(NAD 83)
 KX1992_MARKER: DD = SURVEY DISK
 KX1992_SETTING: 80 = SET IN A BOULDER
 KX1992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1992+STABILITY: SURFACE MOTION
 KX1992
 KX1992  HISTORY     - Date     Condition        Report By
 KX1992  HISTORY     - 1911     MONUMENTED       USGS
 KX1992
 KX1992                          STATION DESCRIPTION
 KX1992
 KX1992'DESCRIBED BY US GEOLOGICAL SURVEY 1911
 KX1992'ON SPUR ON E. SIDE OF CHESTNUT RIDGE, ABOUT 7.0 MI N. OF LIGONIER.
 KX1992'IT IS ON FENCE ROW BETWEEN PLOWED FIELDS ON LAND OWNED BY MRS. EDSELL,
 KX1992'WHO LIVES ON E. SIDE OF RIDGE ABOUT 3.0 MI E. OF DERRY.
 KX1992'
 KX1992'STATION MARK, A DISK SET IN STONE WHICH IS ABOUT 10 FT SQUARE AND
 KX1992'1 FT ABOVE GROUND.
 KX1992'
 KX1992'REFERENCE MARK NO. 1, 1-IN. HOLE, 0.5 IN. DEEP, 3 FT S. OF DISK.
 KX1992'
 KX1992'REFERENCE MARK NO. 2, 1-IN. HOLE, 0.5 IN. DEEP, 3 FT W. OF DISK.
 KX1992'
 KX1992'SIGNAL, SAWED LUMBER TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JX0042 ***********************************************************************
 JX0042  DESIGNATION -  EE 119
 JX0042  PID         -  JX0042
 JX0042  STATE/COUNTY-  PA/GREENE
 JX0042  USGS QUAD   -  GARARDS FORT (1979)
 JX0042
 JX0042                         *CURRENT SURVEY CONTROL
 JX0042  ___________________________________________________________________
 JX0042* NAD 83(1986)-  39 47 47.     (N)    080 06 56.     (W)     SCALED    
 JX0042* NAVD 88     -       310.052  (meters)    1017.23   (feet)  ADJUSTED  
 JX0042  ___________________________________________________________________
 JX0042  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JX0042  DYNAMIC HT  -         309.873 (meters)    1016.64  (feet)  COMP
 JX0042  MODELED GRAV-     980,041.3   (mgal)                       NAVD 88
 JX0042
 JX0042  VERT ORDER  -  SECOND    CLASS 0
 JX0042
 JX0042.The horizontal coordinates were scaled from a topographic map and have
 JX0042.an estimated accuracy of +/- 6 seconds.
 JX0042
 JX0042.The orthometric height was determined by differential leveling
 JX0042.and adjusted by the National Geodetic Survey in June 1991..
 JX0042
 JX0042.The geoid height was determined by GEOID03.
 JX0042
 JX0042.The dynamic height is computed by dividing the NAVD 88
 JX0042.geopotential number by the normal gravity value computed on the
 JX0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0042.degrees latitude (g = 980.6199 gals.).
 JX0042
 JX0042.The modeled gravity was interpolated from observed gravity values.
 JX0042
 JX0042;                    North         East    Units  Estimated Accuracy
 JX0042;SPC PA S     -    54,130.      397,420.      MT  (+/- 180 meters Scaled)
 JX0042
 JX0042                          SUPERSEDED SURVEY CONTROL
 JX0042
 JX0042  NGVD 29 (??/??/92)  310.183  (m)         1017.66   (f) ADJ UNCH    2 0
 JX0042
 JX0042.Superseded values are not recommended for survey control.
 JX0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0042.See file dsdata.txt to determine how the superseded data were derived.
 JX0042
 JX0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE757055(NAD 83)
 JX0042_MARKER: DD = SURVEY DISK
 JX0042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0042_SP_SET: BRIDGE
 JX0042_STAMPING: EE 119 1935
 JX0042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0042
 JX0042  HISTORY     - Date     Condition        Report By
 JX0042  HISTORY     - 1935     MONUMENTED       PADH
 JX0042  HISTORY     - 1935     GOOD             NGS
 JX0042
 JX0042                          STATION DESCRIPTION
 JX0042
 JX0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JX0042'5.1 MI NW FROM MOUNT MORRIS.
 JX0042'5.1 MILES NORTHWEST ALONG U.S. HIGHWAY 19 FROM THE DUNKARD CREEK
 JX0042'BRIDGE AT MOUNT MORRIS, GREENE COUNTY, 54 FEET SOUTH OF THE
 JX0042'JUNCTION OF A ROAD LEADING SOUTHWEST, AT CONCRETE BRIDGE 349/00,
 JX0042'AND IN THE TOP OF THE SOUTHWEST WING WALL OF THE SOUTH ABUTMENT.
 JX0042'A PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD DISK, STAMPED
 JX0042'EE 119 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2812 ***********************************************************************
 KV2812  DESIGNATION -  EE 192
 KV2812  PID         -  KV2812
 KV2812  STATE/COUNTY-  PA/SCHUYLKILL
 KV2812  USGS QUAD   -  TAMAQUA (1995)
 KV2812
 KV2812                         *CURRENT SURVEY CONTROL
 KV2812  ___________________________________________________________________
 KV2812* NAD 83(1986)-  40 49 42.     (N)    075 54 03.     (W)     SCALED    
 KV2812* NAVD 88     -       296.394  (meters)     972.42   (feet)  ADJUSTED  
 KV2812  ___________________________________________________________________
 KV2812  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KV2812  DYNAMIC HT  -         296.246 (meters)     971.93  (feet)  COMP
 KV2812  MODELED GRAV-     980,118.5   (mgal)                       NAVD 88
 KV2812
 KV2812  VERT ORDER  -  SECOND    CLASS 0
 KV2812
 KV2812.The horizontal coordinates were scaled from a topographic map and have
 KV2812.an estimated accuracy of +/- 6 seconds.
 KV2812
 KV2812.The orthometric height was determined by differential leveling
 KV2812.and adjusted by the National Geodetic Survey in June 1991..
 KV2812
 KV2812.The geoid height was determined by GEOID03.
 KV2812
 KV2812.The dynamic height is computed by dividing the NAVD 88
 KV2812.geopotential number by the normal gravity value computed on the
 KV2812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2812.degrees latitude (g = 980.6199 gals.).
 KV2812
 KV2812.The modeled gravity was interpolated from observed gravity values.
 KV2812
 KV2812;                    North         East    Units  Estimated Accuracy
 KV2812;SPC PA S     -   167,630.      755,970.      MT  (+/- 180 meters Scaled)
 KV2812
 KV2812                          SUPERSEDED SURVEY CONTROL
 KV2812
 KV2812  NGVD 29 (??/??/??)  296.588  (m)          973.06   (f) ADJUSTED    2 0
 KV2812
 KV2812.Superseded values are not recommended for survey control.
 KV2812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2812.See file dsdata.txt to determine how the superseded data were derived.
 KV2812
 KV2812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL240200(NAD 83)
 KV2812_MARKER: DB = BENCH MARK DISK
 KV2812_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2812_SP_SET: BRIDGE
 KV2812_STAMPING: EE-192 1942
 KV2812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2812
 KV2812  HISTORY     - Date     Condition        Report By
 KV2812  HISTORY     - 1942     MONUMENTED       CGS
 KV2812
 KV2812                          STATION DESCRIPTION
 KV2812
 KV2812'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2812'1 MI SW FROM LANSFORD.
 KV2812'1.0 MILE SOUTHWEST ALONG THE LEHIGH AND NEW ENGLAND RAILROAD FROM
 KV2812'THE STATION AT LANSFORD, AT COALDALE, 0.2 MILE EAST OF MILE-POST
 KV2812'NO 2, SET IN THE CONCRETE RETAINING WALL IN THE SOUTH CORNER
 KV2812'OF THE EAST ABUTMENT OF BRIDGE, ABOUT 0.1 MILE EAST OF THE
 KV2812'LEHIGH NAVIGATION COAL CO. COALDALE COLLIERY, 3 RAILS WEST OF
 KV2812'THE COUNTY LINE SIGN POST, 9.6 FEET SOUTH OF THE SOUTH RAIL OF THE
 KV2812'SOUTH TRACK.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ2015 ***********************************************************************
 LZ2015  DESIGNATION -  EGGNER ET
 LZ2015  PID         -  LZ2015
 LZ2015  STATE/COUNTY-  PA/SULLIVAN
 LZ2015  USGS QUAD   -  OVERTON (1983)
 LZ2015
 LZ2015                         *CURRENT SURVEY CONTROL
 LZ2015  ___________________________________________________________________
 LZ2015* NAD 83(1992)-  41 31 45.87793(N)    076 35 35.29731(W)     ADJUSTED  
 LZ2015* NAVD 88     -       518.     (meters)    1699.     (feet)  SCALED    
 LZ2015  ___________________________________________________________________
 LZ2015  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 LZ2015  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 LZ2015
 LZ2015  HORZ ORDER  -  SECOND
 LZ2015
 LZ2015.The horizontal coordinates were established by classical geodetic methods
 LZ2015.and adjusted by the National Geodetic Survey in June 2002..
 LZ2015
 LZ2015.The orthometric height was scaled from a topographic map.
 LZ2015
 LZ2015.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ2015
 LZ2015.The geoid height was determined by GEOID03.
 LZ2015
 LZ2015;                    North         East     Units Scale Factor Converg.
 LZ2015;SPC PA N     -   151,983.235   696,542.964   MT  0.99995874   +0 45 55.1
 LZ2015;SPC PA N     -   498,631.66  2,285,241.37   sFT  0.99995874   +0 45 55.1
 LZ2015;UTM  18      - 4,598,754.638   367,090.349   MT  0.99981739   -1 03 23.1
 LZ2015
 LZ2015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ2015!SPC PA N     -   0.99992385  x   0.99995874  =   0.99988260
 LZ2015!UTM  18      -   0.99992385  x   0.99981739  =   0.99974126
 LZ2015
 LZ2015|---------------------------------------------------------------------|
 LZ2015| PID    Reference Object                     Distance      Geod. Az  |
 LZ2015|                                                           dddmmss.s |
 LZ2015| CB3231 EGGNER ET RM 1                       22.747 METERS 01629     |
 LZ2015| LZ1860 CORSON                              APPROX.12.3 KM 0393155.3 |
 LZ2015| LZ2014 EGGNER ET AZ MK                     295.160 METERS 19533     |
 LZ2015| CB3232 EGGNER ET RM 2                       23.275 METERS 25733     |
 LZ2015|---------------------------------------------------------------------|
 LZ2015
 LZ2015                          SUPERSEDED SURVEY CONTROL
 LZ2015
 LZ2015  NAD 83(1996)-  41 31 45.87656(N)    076 35 35.29594(W) AD(       ) 2
 LZ2015  NAD 83(1986)-  41 31 45.87726(N)    076 35 35.29594(W) AD(       ) 2
 LZ2015  NAD 27      -  41 31 45.60402(N)    076 35 36.48036(W) AD(       ) 2
 LZ2015
 LZ2015.Superseded values are not recommended for survey control.
 LZ2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ2015.See file dsdata.txt to determine how the superseded data were derived.
 LZ2015
 LZ2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL6709098755(NAD 83)
 LZ2015_MARKER: Z = SEE DESCRIPTION
 LZ2015_SETTING: 0 = UNSPECIFIED SETTING
 LZ2015
 LZ2015  HISTORY     - Date     Condition        Report By
 LZ2015  HISTORY     - 1968     MONUMENTED       USGS
 LZ2015
 LZ2015                          STATION DESCRIPTION
 LZ2015
 LZ2015'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (AIM)
 LZ2015'STATION IS LOCATED ABOUT 10 MILES WEST OF DUSHORE AND ABOUT 8 MILES
 LZ2015'NORTH OF EAGLES MERE.
 LZ2015'
 LZ2015'TO REACH FROM JUNCTION OF STATE HIGHWAYS 154 AND 87 NEAR FORKSVILLE,
 LZ2015'GO NORTH ON HIGHWAY 87 FOR 1.4 MILES TO PAVED SIDE ROAD ON LEFT
 LZ2015'OPPOSITE COUNTRY STORE AT MILLVIEW, TURN LEFT AND GO 1.2 MILES TO
 LZ2015'Y-FORK NEAR TOP OF RIDGE, CONTINUE STRAIGHT AHEAD ON RIDGE FOR
 LZ2015'0.5 MILE TO FARM LANE RIGHT WITH LOCKED GATE, TURN RIGHT AND GO ON
 LZ2015'FARM LANE FOR 0.15 MILE TO EDGE OF OF WOODS AND STATION ON RIGHT.
 LZ2015'
 LZ2015'THE STATION MARK IS A STANDARD TABLET STAMPED EGGNER ET 1968 SET IN
 LZ2015'DRILL HOLE IN 5- BY 6-FOOT BOULDER.  IT IS 70.0 FEET NORTHWEST OF
 LZ2015'POWER POLE NO. AE 169, 43.4 FEET WEST-NORTHWEST OF TELEPHONE POLE AND
 LZ2015'10.2 FEET SOUTHWEST OF CENTERLINE OF FARM LANE.
 LZ2015'
 LZ2015'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK TABLET STAMPED
 LZ2015'EGGNER ET 1968 RM 1 SET IN DRILL HOLE IN 5- BY 7-FOOT BOULDER IN
 LZ2015'LINE WITH OLD FIELD ROCK WALL.  IT IS 45 FEET NORTHEAST OF CENTERLINE
 LZ2015'OF FARM LANE, 15.5 FEET WEST OF EDGE OF PLANTATION, 7.8 FEET SOUTH OF
 LZ2015'10-INCH TREE AND 7.2 FEET NORTHEAST OF 14-INCH TWO-STEMMED MAPLE
 LZ2015'TREE.
 LZ2015'
 LZ2015'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK TABLET STAMPED
 LZ2015'EGGNER ET 1968 RM 2 SET IN DRILL HOLE IN 2- BY 3-FOOT BOULDER.  IT
 LZ2015'IS 113.34 FEET WEST-SOUTHWEST OF REFERENCE MARK NO. 1, 50.5 FEET
 LZ2015'SOUTHWEST OF CENTERLINE OF FARM LANE, 39 FEET NORTH OF CENTERLINE
 LZ2015'OF FIELD ROAD CURVE, 18.5 FEET NORTHEAST OF 6-INCH CHERRY TREE, AND
 LZ2015'3.5 FEET NORTHEAST OF 2- BY 3-FOOT BOULDER.
 LZ2015'
 LZ2015'TO REACH AZIMUTH MARK FROM STATION, GO SOUTH ON FIELD ROAD FOR 0.3
 LZ2015'MILE TO STONE WALL, TURN LEFT AND CROSS POWERLINE CLEARING TO
 LZ2015'AZIMUTH MARK ON RIGHT.  THE AZIMUTH MARK IS A STANDARD REFERENCE MARK
 LZ2015'TABLET STAMPED EGGNER ET 1968 AZ MARK SET IN DRILL HOLE IN 7- BY
 LZ2015'2-FOOT BOULDER PROJECTING 2 FEET.  IT IS 110.5 FEET SOUTHEAST OF
 LZ2015'POWER POLE NO. AE 172, 110 FEET NORTHEAST OF 18-INCH PEAR TREE IN
 LZ2015'LINE WITH ROCK FENCE.
 LZ2015'
 LZ2015'HEIGHT OF LIGHT ABOVE STATION MARK - 5.0 FEET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ2014 ***********************************************************************
 LZ2014  DESIGNATION -  EGGNER ET AZ MK
 LZ2014  PID         -  LZ2014
 LZ2014  STATE/COUNTY-  PA/SULLIVAN
 LZ2014  USGS QUAD   -  OVERTON (1983)
 LZ2014
 LZ2014                         *CURRENT SURVEY CONTROL
 LZ2014  ___________________________________________________________________
 LZ2014* NAD 83(1992)-  41 31 36.66061(N)    076 35 38.70909(W)     ADJUSTED  
 LZ2014* NAVD 88     -       515.     (meters)    1690.     (feet)  SCALED    
 LZ2014  ___________________________________________________________________
 LZ2014  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 LZ2014  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 LZ2014
 LZ2014  HORZ ORDER  -  SECOND
 LZ2014
 LZ2014.The horizontal coordinates were established by classical geodetic methods
 LZ2014.and adjusted by the National Geodetic Survey in June 2002..
 LZ2014
 LZ2014.The orthometric height was scaled from a topographic map.
 LZ2014
 LZ2014.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ2014
 LZ2014.The geoid height was determined by GEOID03.
 LZ2014
 LZ2014;                    North         East     Units Scale Factor Converg.
 LZ2014;SPC PA N     -   151,697.852   696,467.675   MT  0.99995866   +0 45 52.9
 LZ2014;SPC PA N     -   497,695.37  2,284,994.36   sFT  0.99995866   +0 45 52.9
 LZ2014;UTM  18      - 4,598,471.832   367,006.037   MT  0.99981767   -1 03 25.2
 LZ2014
 LZ2014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ2014!SPC PA N     -   0.99992432  x   0.99995866  =   0.99988299
 LZ2014!UTM  18      -   0.99992432  x   0.99981767  =   0.99974201
 LZ2014
 LZ2014                          SUPERSEDED SURVEY CONTROL
 LZ2014
 LZ2014  NAD 83(1996)-  41 31 36.65924(N)    076 35 38.70771(W) AD(       ) 2
 LZ2014  NAD 83(1986)-  41 31 36.65992(N)    076 35 38.70772(W) AD(       ) 2
 LZ2014  NAD 27      -  41 31 36.38656(N)    076 35 39.89180(W) AD(       ) 2
 LZ2014
 LZ2014.Superseded values are not recommended for survey control.
 LZ2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ2014.See file dsdata.txt to determine how the superseded data were derived.
 LZ2014
 LZ2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL6700698472(NAD 83)
 LZ2014
 LZ2014  HISTORY     - Date     Condition        Report By
 LZ2014  HISTORY     - 1968     MONUMENTED       USGS
 LZ2014
 LZ2014                          STATION DESCRIPTION
 LZ2014
 LZ2014'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 LZ2014'SEE STATION EGGNER ET USGS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1169 ***********************************************************************
 LY1169  DESIGNATION -  EGYPT
 LY1169  PID         -  LY1169
 LY1169  STATE/COUNTY-  PA/PIKE
 LY1169  USGS QUAD   -  PROMISED LAND (1997)
 LY1169
 LY1169                         *CURRENT SURVEY CONTROL
 LY1169  ___________________________________________________________________
 LY1169* NAD 83(1992)-  41 20 35.61056(N)    075 12 40.55341(W)     ADJUSTED  
 LY1169* NAVD 88     -       547.022  (meters)    1794.69   (feet)  ADJUSTED  
 LY1169  ___________________________________________________________________
 LY1169  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 LY1169  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 LY1169  DYNAMIC HT  -         546.768 (meters)    1793.85  (feet)  COMP
 LY1169  MODELED GRAV-     980,142.5   (mgal)                       NAVD 88
 LY1169
 LY1169  HORZ ORDER  -  SECOND
 LY1169  VERT ORDER  -  SECOND    CLASS 0
 LY1169
 LY1169.The horizontal coordinates were established by classical geodetic methods
 LY1169.and adjusted by the National Geodetic Survey in June 2002..
 LY1169
 LY1169.The orthometric height was determined by differential leveling
 LY1169.and adjusted by the National Geodetic Survey in June 1991..
 LY1169
 LY1169.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY1169
 LY1169.The geoid height was determined by GEOID03.
 LY1169
 LY1169.The dynamic height is computed by dividing the NAVD 88
 LY1169.geopotential number by the normal gravity value computed on the
 LY1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1169.degrees latitude (g = 980.6199 gals.).
 LY1169
 LY1169.The modeled gravity was interpolated from observed gravity values.
 LY1169
 LY1169;                    North         East     Units Scale Factor Converg.
 LY1169;SPC PA N     -   133,775.015   812,445.662   MT  0.99995767   +1 40 46.1
 LY1169;SPC PA N     -   438,893.53  2,665,498.81   sFT  0.99995767   +1 40 46.1
 LY1169;UTM  18      - 4,576,880.974   482,324.788   MT  0.99960384   -0 08 22.4
 LY1169
 LY1169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY1169!SPC PA N     -   0.99991919  x   0.99995767  =   0.99987686
 LY1169!UTM  18      -   0.99991919  x   0.99960384  =   0.99952306
 LY1169
 LY1169|---------------------------------------------------------------------|
 LY1169| PID    Reference Object                     Distance      Geod. Az  |
 LY1169|                                                           dddmmss.s |
 LY1169| CB3234 EGYPT RM 1                           16.700 METERS 00536     |
 LY1169| CB3235 EGYPT RM 2                           19.705 METERS 09930     |
 LY1169| CB3233 EGYPT AZ MK                                        1284023.2 |
 LY1169|---------------------------------------------------------------------|
 LY1169
 LY1169                          SUPERSEDED SURVEY CONTROL
 LY1169
 LY1169  NAD 83(1996)-  41 20 35.61095(N)    075 12 40.55458(W) AD(       ) 2
 LY1169  NAD 83(1996)-  41 20 35.61130(N)    075 12 40.55521(W) AD(       ) 2
 LY1169  NAD 83(1986)-  41 20 35.61202(N)    075 12 40.55437(W) AD(       ) 2
 LY1169  NAD 27      -  41 20 35.28660(N)    075 12 41.90790(W) AD(       ) 2
 LY1169  NGVD 29 (??/??/92)  547.211  (m)         1795.31   (f) ADJ UNCH    2 0
 LY1169
 LY1169.Superseded values are not recommended for survey control.
 LY1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1169.See file dsdata.txt to determine how the superseded data were derived.
 LY1169
 LY1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8232576881(NAD 83)
 LY1169_MARKER: DS = TRIANGULATION STATION DISK
 LY1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1169_STAMPING: EGYPT STATION 1959
 LY1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1169+STABILITY: SURFACE MOTION
 LY1169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY1169+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2006
 LY1169
 LY1169  HISTORY     - Date     Condition        Report By
 LY1169  HISTORY     - 1959     MONUMENTED       CGS
 LY1169  HISTORY     - 1959     GOOD             CGS
 LY1169  HISTORY     - 20040710 GOOD             INDIV
 LY1169  HISTORY     - 20060427 GOOD             AASCO
 LY1169
 LY1169                          STATION DESCRIPTION
 LY1169
 LY1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY1169'THE STATION IS LOCATED ON AN EAST AND WEST RIDGE, ON THE WEST SIDE OF
 LY1169'STATE HIGHWAY 390, ABOUT 9.5 MILES SOUTH-SOUTHWEST OF
 LY1169'HAWLEY, ABOUT 6 MILES EAST-NORTHEAST OF NEWFOUNDLAND, ABOUT 2 MILES
 LY1169'NORTH OF PROMISED LAND, ABOUT 1.2 MILES SOUTHWEST OF EGYPT
 LY1169'MEADOW AND IS ON PROPERTY OF THE STATE FOREST SERVICE.
 LY1169'
 LY1169'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 LY1169'HIGHWAY 590, ABOUT 1.0 MILE SOUTH OF HAWLEY, GO SOUTH ON
 LY1169'U.S. HIGHWAY 6 FOR 1.35 MILES TO THE JUNCTION OF U.S. HIGHWAY 6 AND
 LY1169'STATE HIGHWAY 507, GO SOUTH ON STATE HIGHWAY 507 FOR 1.5
 LY1169'MILES TO THE JUCTION OF STATE HIGHWAYS 390 AND 507, GO SOUTH ON STATE
 LY1169'HIGHWAY 390 FOR 3.05 MILES TO A CROSSROAD AND A SERVICE
 LY1169'STATION ON THE RIGHT, WEST, SIDE OF THE HIGHWAY. CONTINUE SOUTH ON
 LY1169'STATE HIGHWAY 390 FOR 3.61 MILES TO A GRAVELED PARKING AREA,
 LY1169'A 10-INCH TRIANGULAR BLAZED ASH TREE, A STANDARD METAL
 LY1169'WITNESS MARKER AND THE STATION ON THE RIGHT, WEST SIDE OF THE
 LY1169'HIGHWAY.
 LY1169'
 LY1169'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE HIGHWAY
 LY1169'390 FOR 0.2 MILE TO A ROCK OUTCROP, A STANDARD METAL
 LY1169'WITNESS MARKER AND THE MARK ON THE RIGHT, WEST, SIDE OF THE HIGHWAY.
 LY1169'
 LY1169'THE STATION MARK, A STANDARD DISK STAMPED EGYPT 1959, IS SET IN THE
 LY1169'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 LY1169'INCHES ABOVE THE SURFACE OF THE GROUND. IT IS 67.7 FEET SOUTHWEST OF
 LY1169'THE CENTER OF STATE HIGHWAY 390, 19.7 FEET SOUTHWEST OF A
 LY1169'10-INCH TRIANGULAR BLAZED ASH TREE AND 6 FEET EAST OF A STANDARD
 LY1169'METAL WITNESS MARKER.
 LY1169'
 LY1169'REFERENCE MARK 1, A STANDARD DISK STAMPED EGYPT NO 1 1959, IS SET IN
 LY1169'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3
 LY1169'INCHES ABOVE THE SURFACE OF THE GROUND. IT IS 43.8 FEET NORTH OF A
 LY1169'10-INCH TRIANGULAR BLAZED ASH TREE, 29.5 FEET SOUTHWEST OF THE
 LY1169'CENTER OF STATE HIGHWAY 390 AND 3.6 FEET NORTHWEST OF POWERLINE POLE
 LY1169'NO. 12529.  THE MARK IS ABOUT 12 INCHES LOWER THAN THE
 LY1169'STATION.
 LY1169'
 LY1169'REFERENCE MARK 2, A STANDARD DISK STAMPED EGYPT NO 2 1959, IS SET IN
 LY1169'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3
 LY1169'INCHES ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 18 INCHES LOWER
 LY1169'THAN THE STATION. IT IS 52.8 FEET SOUTHEAST OF A 10-INCH
 LY1169'TRIANGULAR BLAZED ASH TREE AND 22.6 FEET WEST OF THE CENTER OF STATE
 LY1169'HIGHWAY 390.
 LY1169'
 LY1169'THE AZIMUTH MARK, A STANDARD DISK STAMPED EGYPT 1959, IS CEMENTED IN
 LY1169'A DRILL HOLE IN TOP OF A ROCK OUTCROP WHICH IS ABOUT 4 X 6
 LY1169'FEET IRREGULAR IN SHAPE AND PROJECTS ABOUT 10 INCHES ABOVE THE
 LY1169'SURFACE OF THE GROUND. IT IS 20 FEET SOUTHWEST OF THE
 LY1169'CENTER OF STATE HIGHWAY 390 AND 2 FEET WEST OF A STANDARD METAL
 LY1169'WITNESS MARKER.
 LY1169'
 LY1169'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LY1169
 LY1169                          STATION RECOVERY (1959)
 LY1169
 LY1169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LY1169'1.8 MI N FROM PROMISED LAND.
 LY1169'1.85 MILE NORTH ALONG STATE HY. 390 FROM THE PROMISED LAND
 LY1169'STATE RANGER HEADQUARTERS, 67 FEET SOUTH WEST OF THE CENTERLINE
 LY1169'OF THE HIGHWAY 49 FEET SOUTH OF POWER POLE NO. 12529, 56 FEET
 LY1169'SOUTH OF RM NO. 1, 66 FEET NORTH WEST OF RM NO. 2, 20 FEET SOUTH
 LY1169'WEST OF TRIANGULAR BLAZED OAK TREE, ABOUT FLUSH WITH THE GROUND,
 LY1169'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LY1169
 LY1169                          STATION RECOVERY (2004)
 LY1169
 LY1169'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JKM)
 LY1169'THE STATION MARK, BOTH REFERENCE MARKS, AND AZIMUTH MARK WERE
 LY1169'RECOVERED IN GOOD CONDITION.  THE STATION AND REFERENCE MARKS ARE
 LY1169'ABOUT LEVEL WITH THE GROUND.  THE WITNESS POST AT THE STATION MARK
 LY1169'STILL EXISTS.  THE BLAZED TREE WAS NOT FOUND. THE POWER POLE IS
 LY1169'NUMBERED PPL 12529/69706/N43874.
 LY1169' 
 LY1169'THE AZIMUTH MARK IS LOCATED ON THE WEST SIDE OF ROUTE 390, DIRECTLY
 LY1169'ACROSS THE HIGHWAY FROM THE BRUCE LAKE PARKING AREA AND TRAILHEAD.
 LY1169'THERE IS NO WITNESS MARKER AT THE AZIMUTH MARK. HANDHELD GPS
 LY1169'WAAS-CORRECTED COORDINATES  41 20 28.98(N) 075 12 29.52(W).
 LY1169
 LY1169                          STATION RECOVERY (2006)
 LY1169
 LY1169'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 LY1169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1167 ***********************************************************************
 LY1167  DESIGNATION -  EGYPT AZ MK
 LY1167  PID         -  LY1167
 LY1167  STATE/COUNTY-  PA/PIKE
 LY1167  USGS QUAD   -  PROMISED LAND (1997)
 LY1167
 LY1167                         *CURRENT SURVEY CONTROL
 LY1167  ___________________________________________________________________
 LY1167* NAD 83(1986)-  41 20 29.     (N)    075 12 30.     (W)     SCALED    
 LY1167* NAVD 88     -       539.177  (meters)    1768.95   (feet)  ADJUSTED  
 LY1167  ___________________________________________________________________
 LY1167  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 LY1167  DYNAMIC HT  -         538.927 (meters)    1768.13  (feet)  COMP
 LY1167  MODELED GRAV-     980,141.6   (mgal)                       NAVD 88
 LY1167
 LY1167  VERT ORDER  -  SECOND    CLASS 0
 LY1167
 LY1167.The horizontal coordinates were scaled from a topographic map and have
 LY1167.an estimated accuracy of +/- 6 seconds.
 LY1167
 LY1167.The orthometric height was determined by differential leveling
 LY1167.and adjusted by the National Geodetic Survey in June 1991..
 LY1167
 LY1167.The geoid height was determined by GEOID03.
 LY1167
 LY1167.The dynamic height is computed by dividing the NAVD 88
 LY1167.geopotential number by the normal gravity value computed on the
 LY1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1167.degrees latitude (g = 980.6199 gals.).
 LY1167
 LY1167.The modeled gravity was interpolated from observed gravity values.
 LY1167
 LY1167;                    North         East    Units  Estimated Accuracy
 LY1167;SPC PA N     -   133,580.      812,700.      MT  (+/- 180 meters Scaled)
 LY1167
 LY1167                          SUPERSEDED SURVEY CONTROL
 LY1167
 LY1167  NGVD 29 (??/??/92)  539.366  (m)         1769.57   (f) ADJ UNCH    2 0
 LY1167
 LY1167.Superseded values are not recommended for survey control.
 LY1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1167.See file dsdata.txt to determine how the superseded data were derived.
 LY1167
 LY1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL825766(NAD 83)
 LY1167_MARKER: DZ = AZIMUTH MARK DISK
 LY1167_SETTING: 80 = SET IN A BOULDER
 LY1167_SP_SET: BOULDER
 LY1167_STAMPING: EGYPT AZIMUTH 1959
 LY1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1167+STABILITY: SURFACE MOTION
 LY1167
 LY1167  HISTORY     - Date     Condition        Report By
 LY1167  HISTORY     - 1959     MONUMENTED       CGS
 LY1167  HISTORY     - 20040710 GOOD             INDIV
 LY1167
 LY1167                          STATION DESCRIPTION
 LY1167
 LY1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1167'1.6 MI N FROM PROMISED LAND.
 LY1167'1.65 MILE NORTH ALONG STATE HY. 390 FROM THE PROMISED LAND STATE
 LY1167'RANGER HEADQUARTERS, SET IN TOP AND 1 1/2 FEET NORTH WEST OF THE
 LY1167'SOUTH EAST SIDE OF A 6 FOOT BY 3 1/2 FOOT BY 1 1/2 FOOT BOULDER,
 LY1167'19 FEET SOUTH WEST OF THE CENTERLINE OF THE HIGHWAY, 142 FEET
 LY1167'SOUTH EAST OF THE JUNCTION CENTERLINE OF BLACKTOP ROAD AND DIRT
 LY1167'ROAD (BRUCE LAKE), 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 LY1167
 LY1167                          STATION RECOVERY (2004)
 LY1167
 LY1167'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JKM)
 LY1167'RECOVERED IN GOOD CONDITION.  THE MARK IS ON THE WEST SIDE OF ROUTE
 LY1167'390, DIRECTLY ACROSS THE HIGHWAY FROM THE BRUCE LAKE PARKING AREA AND
 LY1167'TRAILHEAD. HANDHELD GPS WAAS-CORRECTED COORDINATES 41 20 28.98(N) 075
 LY1167'12 29.52(W).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1170 ***********************************************************************
 LY1170  DESIGNATION -  EGYPT RM 1
 LY1170  PID         -  LY1170
 LY1170  STATE/COUNTY-  PA/PIKE
 LY1170  USGS QUAD   -  PROMISED LAND (1997)
 LY1170
 LY1170                         *CURRENT SURVEY CONTROL
 LY1170  ___________________________________________________________________
 LY1170* NAD 83(1986)-  41 20 35.     (N)    075 12 40.     (W)     SCALED    
 LY1170* NAVD 88     -       547.102  (meters)    1794.95   (feet)  ADJUSTED  
 LY1170  ___________________________________________________________________
 LY1170  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 LY1170  DYNAMIC HT  -         546.848 (meters)    1794.12  (feet)  COMP
 LY1170  MODELED GRAV-     980,142.5   (mgal)                       NAVD 88
 LY1170
 LY1170  VERT ORDER  -  SECOND    CLASS 0
 LY1170
 LY1170.The horizontal coordinates were scaled from a topographic map and have
 LY1170.an estimated accuracy of +/- 6 seconds.
 LY1170
 LY1170.The orthometric height was determined by differential leveling
 LY1170.and adjusted by the National Geodetic Survey in June 1991..
 LY1170
 LY1170.The geoid height was determined by GEOID03.
 LY1170
 LY1170.The dynamic height is computed by dividing the NAVD 88
 LY1170.geopotential number by the normal gravity value computed on the
 LY1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1170.degrees latitude (g = 980.6199 gals.).
 LY1170
 LY1170.The modeled gravity was interpolated from observed gravity values.
 LY1170
 LY1170;                    North         East    Units  Estimated Accuracy
 LY1170;SPC PA N     -   133,760.      812,460.      MT  (+/- 180 meters Scaled)
 LY1170
 LY1170                          SUPERSEDED SURVEY CONTROL
 LY1170
 LY1170  NGVD 29 (??/??/92)  547.291  (m)         1795.57   (f) ADJ UNCH    2 0
 LY1170
 LY1170.Superseded values are not recommended for survey control.
 LY1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1170.See file dsdata.txt to determine how the superseded data were derived.
 LY1170
 LY1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL823768(NAD 83)
 LY1170_MARKER: DR = REFERENCE MARK DISK
 LY1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1170_STAMPING: EGYPT NO 1 1959
 LY1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1170+STABILITY: SURFACE MOTION
 LY1170
 LY1170  HISTORY     - Date     Condition        Report By
 LY1170  HISTORY     - 1959     MONUMENTED       CGS
 LY1170  HISTORY     - 20040710 GOOD             INDIV
 LY1170
 LY1170                          STATION DESCRIPTION
 LY1170
 LY1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1170'1.8 MI N FROM PROMISED LAND.
 LY1170'1.85 MILE NORTH ALONG STATE HY. 390 FROM THE PROMISED LAND STATE
 LY1170'RANGER HEADQUARTERS, 30 FEET SOUTH WEST OF THE CENTERLINE OF THE
 LY1170'HIGHWAY, 4 FOOT NORTH WEST OF POWER POLE NO. 12529, 56 FEET
 LY1170'NORTH OF STATION BM, 89 FEET NORTH WEST OF RM NO. 2, ABOUT
 LY1170'FLUSH WITH THE GROUND, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 LY1170'HIGHWAY.
 LY1170
 LY1170                          STATION RECOVERY (2004)
 LY1170
 LY1170'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JKM)
 LY1170'RECOVERED IN GOOD CONDITION.  THE POWER POLE IS NUMBERED PPL
 LY1170'12529/69706/N43874.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1168 ***********************************************************************
 LY1168  DESIGNATION -  EGYPT RM 2
 LY1168  PID         -  LY1168
 LY1168  STATE/COUNTY-  PA/PIKE
 LY1168  USGS QUAD   -  PROMISED LAND (1997)
 LY1168
 LY1168                         *CURRENT SURVEY CONTROL
 LY1168  ___________________________________________________________________
 LY1168* NAD 83(1986)-  41 20 35.     (N)    075 12 40.     (W)     SCALED    
 LY1168* NAVD 88     -       546.331  (meters)    1792.42   (feet)  ADJUSTED  
 LY1168  ___________________________________________________________________
 LY1168  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 LY1168  DYNAMIC HT  -         546.078 (meters)    1791.59  (feet)  COMP
 LY1168  MODELED GRAV-     980,142.5   (mgal)                       NAVD 88
 LY1168
 LY1168  VERT ORDER  -  SECOND    CLASS 0
 LY1168
 LY1168.The horizontal coordinates were scaled from a topographic map and have
 LY1168.an estimated accuracy of +/- 6 seconds.
 LY1168
 LY1168.The orthometric height was determined by differential leveling
 LY1168.and adjusted by the National Geodetic Survey in June 1991..
 LY1168
 LY1168.The geoid height was determined by GEOID03.
 LY1168
 LY1168.The dynamic height is computed by dividing the NAVD 88
 LY1168.geopotential number by the normal gravity value computed on the
 LY1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1168.degrees latitude (g = 980.6199 gals.).
 LY1168
 LY1168.The modeled gravity was interpolated from observed gravity values.
 LY1168
 LY1168;                    North         East    Units  Estimated Accuracy
 LY1168;SPC PA N     -   133,760.      812,460.      MT  (+/- 180 meters Scaled)
 LY1168
 LY1168                          SUPERSEDED SURVEY CONTROL
 LY1168
 LY1168  NGVD 29 (??/??/92)  546.520  (m)         1793.04   (f) ADJ UNCH    2 0
 LY1168
 LY1168.Superseded values are not recommended for survey control.
 LY1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1168.See file dsdata.txt to determine how the superseded data were derived.
 LY1168
 LY1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL823768(NAD 83)
 LY1168_MARKER: DR = REFERENCE MARK DISK
 LY1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1168_STAMPING: EGYPT NO 2 1959
 LY1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1168+STABILITY: SURFACE MOTION
 LY1168
 LY1168  HISTORY     - Date     Condition        Report By
 LY1168  HISTORY     - 1959     MONUMENTED       CGS
 LY1168  HISTORY     - 20040710 GOOD             INDIV
 LY1168
 LY1168                          STATION DESCRIPTION
 LY1168
 LY1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1168'1.8 MI N FROM PROMISED LAND.
 LY1168'1.85 MILE NORTH ALONG STATE HY. 390 FROM THE PROMISED LAND
 LY1168'STATE RANGER HEADQUARTERS, 23 FEET SOUTH WEST OF THE CENTERLINE
 LY1168'OF THE HIGHWAY, 89 FEET SOUTH EAST OF RM NO. 1, 66 FEET EAST
 LY1168'OF THE STATION BM, 53 FEET EAST-SOUTH EAST OF TRIANGULAR BLAZED
 LY1168'TREE (OAK), 85 FEET SOUTH EAST OF POWER POLE NO. 12529, ABOUT
 LY1168'FLUSH WITH THE GROUND, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 LY1168'HIGHWAY.
 LY1168
 LY1168                          STATION RECOVERY (2004)
 LY1168
 LY1168'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JKM)
 LY1168'RECOVERED IN GOOD CONDITION.  THE POWER POLE IS NUMBERED PPL
 LY1168'12529/69706/N43874.  THE BLAZED TREE WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1787 ***********************************************************************
 NC1787  DESIGNATION -  EIGHT MILE CK LSC 1975
 NC1787  PID         -  NC1787
 NC1787  STATE/COUNTY-  PA/ERIE
 NC1787  USGS QUAD   -  HARBORCREEK (1996)
 NC1787
 NC1787                         *CURRENT SURVEY CONTROL
 NC1787  ___________________________________________________________________
 NC1787* NAD 83(1992)-  42 11 28.12435(N)    079 57 44.62226(W)     ADJUSTED  
 NC1787* NAVD 88     -       176.     (meters)     577.     (feet)  VERTCON   
 NC1787  ___________________________________________________________________
 NC1787  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 NC1787  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 NC1787
 NC1787  HORZ ORDER  -  THIRD
 NC1787
 NC1787.The horizontal coordinates were established by classical geodetic methods
 NC1787.and adjusted by the National Geodetic Survey in June 2002..
 NC1787.No horizontal observational check was made to the station.
 NC1787
 NC1787.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1787
 NC1787.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1787
 NC1787.The geoid height was determined by GEOID03.
 NC1787
 NC1787;                    North         East     Units Scale Factor Converg.
 NC1787;SPC PA N     -   227,171.277   417,262.062   MT  1.00004805   -1 27 48.9
 NC1787;SPC PA N     -   745,311.10  1,368,967.28   sFT  1.00004805   -1 27 48.9
 NC1787;SPC NY W     -   244,244.924   236,092.282   MT  1.00009709   -0 55 34.6
 NC1787;SPC NY W     -   801,326.89    774,579.43   sFT  1.00009709   -0 55 34.6
 NC1787;UTM  17      - 4,671,520.304   585,674.789   MT  0.99969031   +0 41 48.9
 NC1787
 NC1787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1787!SPC PA N     -   0.99997790  x   1.00004805  =   1.00002595
 NC1787!SPC NY W     -   0.99997790  x   1.00009709  =   1.00007499
 NC1787!UTM  17      -   0.99997790  x   0.99969031  =   0.99966822
 NC1787
 NC1787                          SUPERSEDED SURVEY CONTROL
 NC1787
 NC1787  NAD 83(1996)-  42 11 28.12583(N)    079 57 44.62215(W) AD(       ) 3
 NC1787  NAD 83(1995)-  42 11 28.12486(N)    079 57 44.61957(W) AD(       ) 3
 NC1787  NAD 83(1986)-  42 11 28.12558(N)    079 57 44.62002(W) AD(       ) 3
 NC1787  NAD 27      -  42 11 27.89589(N)    079 57 45.37936(W) AD(       ) 3
 NC1787  NGVD 29 (07/19/86)  176.     (m)          577.     (f) VERT ANG       
 NC1787
 NC1787.Superseded values are not recommended for survey control.
 NC1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1787.See file dsdata.txt to determine how the superseded data were derived.
 NC1787
 NC1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG8567571520(NAD 83)
 NC1787_MARKER: DD = SURVEY DISK
 NC1787_SETTING: 0 = UNSPECIFIED SETTING
 NC1787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC1787
 NC1787  HISTORY     - Date     Condition        Report By
 NC1787  HISTORY     - 1975     MONUMENTED       USLS
 NC1787
 NC1787                          STATION DESCRIPTION
 NC1787
 NC1787'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 NC1787'THIRD ORDER, CLASS I, EODM TRAVERSE STATION - POSITIONED DIRECT
 NC1787'BY RANGE/AZIMUTH OBSERVATIONS FROM ERIE HARBOR LSC, 1975
 NC1787'
 NC1787'STATION IS ABOUT 8 MILES EAST OF ERIE, PA., IN SHADES BEACH
 NC1787'COUNTY PARK ON THE LAKE ERIE SHORE.
 NC1787'
 NC1787'TO REACH FROM THE DOWNTOWN ERIE SECTION (PERRY SQUARE), PROCEED
 NC1787'EAST ON PA. ALT. RTE. 5 AND PA. RTE. 5, 7.4 MILES TO THE ENTRANCE
 NC1787'TO SHADES BEACH COUNTY PARK, MARKED BY A SIGN.  TURN LEFT, NORTH,
 NC1787'AND PROCEED 0.4 MILES, PAST THE BEACH PARKING, TO THE LAKE ERIE
 NC1787'SHORE AND THE STATION LOCATED ON A BROKEN PIECE OF A CONCRETE
 NC1787'PIER WHICH EXTENDS FROM SHORE ON THE RIGHT AS YOU LOOK NORTH.
 NC1787'
 NC1787'STATION IS A STANDARD NOS BRONZE DISK STAMPED EIGHT MILE CREEK
 NC1787'LSC 1975, EPOXIED TO A BROKEN PIECE OF A CONCRETE PIER AND IS
 NC1787'51.28 FEET NORTHWEST OF UTILITY POLE D-777.  102 FEET NORTHEAST
 NC1787'OF UTILITY POLE 10843.  AND 72.8 FEET SOUTH OF THE ANGLE POINT OF
 NC1787'THE PIER.
 NC1787'
 NC1787'NO REFERENCE MARKS WERE SET.
 NC1787'
 NC1787'STATION AFFORDS EXCELLENT VISIBILITY TO ALL POINTS SEAWARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2244 ***********************************************************************
 MA2244  DESIGNATION -  ELBON
 MA2244  PID         -  MA2244
 MA2244  STATE/COUNTY-  PA/ELK
 MA2244  USGS QUAD   -  BRANDY CAMP (1983)
 MA2244
 MA2244                         *CURRENT SURVEY CONTROL
 MA2244  ___________________________________________________________________
 MA2244* NAD 83(1992)-  41 18 08.23334(N)    078 41 21.28971(W)     ADJUSTED  
 MA2244* NAVD 88     -       555.1    (meters)    1821.     (feet)  VERTCON   
 MA2244  ___________________________________________________________________
 MA2244  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 MA2244  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 MA2244
 MA2244  HORZ ORDER  -  SECOND
 MA2244
 MA2244.The horizontal coordinates were established by classical geodetic methods
 MA2244.and adjusted by the National Geodetic Survey in June 2002..
 MA2244
 MA2244.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2244
 MA2244.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2244
 MA2244.The geoid height was determined by GEOID03.
 MA2244
 MA2244;                    North         East     Units Scale Factor Converg.
 MA2244;SPC PA N     -   126,541.252   521,343.189   MT  0.99995885   -0 37 16.9
 MA2244;SPC PA N     -   415,160.76  1,710,440.11   sFT  0.99995885   -0 37 16.9
 MA2244;UTM  17      - 4,574,890.223   693,454.112   MT  1.00006060   +1 31 32.3
 MA2244
 MA2244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2244!SPC PA N     -   0.99991796  x   0.99995885  =   0.99987681
 MA2244!UTM  17      -   0.99991796  x   1.00006060  =   0.99997855
 MA2244
 MA2244:                Primary Azimuth Mark                     Grid Az
 MA2244:SPC PA N     -  ELBON AZ MK                              005 43 34.4
 MA2244:UTM  17      -  ELBON AZ MK                              003 34 45.2
 MA2244
 MA2244|---------------------------------------------------------------------|
 MA2244| PID    Reference Object                     Distance      Geod. Az  |
 MA2244|                                                           dddmmss.s |
 MA2244| CJ9728 ELBON AZ MK                                        0050617.5 |
 MA2244| CJ9729 ELBON RM 1                            7.782 METERS 03632     |
 MA2244| CJ9730 ELBON RM 2                           15.201 METERS 30242     |
 MA2244| MA2251 RIDGWAY RAD STA WKBI FM MAST        APPROX. 9.2 KM 3593945.2 |
 MA2244|---------------------------------------------------------------------|
 MA2244
 MA2244                          SUPERSEDED SURVEY CONTROL
 MA2244
 MA2244  NAD 83(1986)-  41 18 08.23342(N)    078 41 21.29128(W) AD(       ) 2
 MA2244  NAD 27      -  41 18 08.01705(N)    078 41 22.19746(W) AD(       ) 2
 MA2244  NGVD 29 (07/19/86)  555.2    (m)         1822.     (f) VERT ANG       
 MA2244
 MA2244.Superseded values are not recommended for survey control.
 MA2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2244.See file dsdata.txt to determine how the superseded data were derived.
 MA2244
 MA2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF9345474890(NAD 83)
 MA2244_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2244
 MA2244  HISTORY     - Date     Condition        Report By
 MA2244  HISTORY     - 1968     MONUMENTED       CGS
 MA2244
 MA2244                          STATION DESCRIPTION
 MA2244
 MA2244'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA2244'THE STATION IS LOCATED 8 MILES SOUTH-SOUTHEAST OF RIDGEWAY, 7 MILES
 MA2244'NORTHEAST OF BROCKWAY, 1-1/4 MILES SOUTH OF BRANDY CAMP, ABOUT 1/4
 MA2244'MILE WEST OF U.S. HIGHWAY 219, ALONG A POWERLINE RIGHT-OF-WAY, ON
 MA2244'PROPERTY OWNED BY MR. GEORGE MORELLI.
 MA2244'
 MA2244'TO REACH THE STATION FROM THE HOLY CROSS CHURCH AND PARISH CENTER IN
 MA2244'BRANDY CAMP, GO SOUTH ON U.S. HIGHWAY 219 FOR 0.5 MILE TO THE
 MA2244'AZIMUTH MARK ON THE RIGHT IN A CULVERT.  CONTINUE SOUTH ON U.S.
 MA2244'HIGHWAY 219 FOR 0.5 MILE TO A SIDE ROAD LEFT AT THE HOLY CROSS
 MA2244'CEMETERY ON THE LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY 219 FOR 0.2
 MA2244'MILE TO A TRACK ROAD RIGHT, JUST BEFORE REACHING A PAVED ROAD
 MA2244'RIGHT.  TURN RIGHT AND GO WESTERLY ON THE TRACK ROAD UPHILL FOR 0.3
 MA2244'MILE TO THE SOUTH EDGE OF A WOODS.  TURN RIGHT AND GO NORTHEAST
 MA2244'ALONG THE SOUTH EDGE OF THE WOODS FOR 0.15 MILE TO A POWERLINE
 MA2244'RIGHT-OF-WAY.  TURN LEFT AND GO NORTH ALONG THE RIGHT-OF-WAY FOR
 MA2244'0.05 MILE TO THE STATION AS DESCRIBED.
 MA2244'
 MA2244'THE STATION IS 51 FEET EAST OF THE WOODS EDGE, 27.0 FEET SOUTHWEST OF
 MA2244'POWERLINE POLE DR-122, 11 FEET WEST OF THE WEST OVERHEAD POWER
 MA2244'LINE, AND 4.0 FEET NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A
 MA2244'STANDARD TRAVERSE DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 MA2244'POST WHICH PROJECTS 1 INCH ABOVE GROUND.  IT IS STAMPED ELBON 1968.
 MA2244'
 MA2244'REFERENCE MARK 1 IS 62 FEET EAST OF THE WOODS EDGE, 29.0 FEET
 MA2244'NORTHEAST OF THE METAL WITNESS POST AND SIGN, AND 2.1 FEET SOUTHWEST
 MA2244'OF POWERLINE POLE DR-122.  IT IS A STANDARD DISK SET IN THE TOP OF A
 MA2244'12 INCH CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE GROUND, AND 2
 MA2244'FEET LOWER THAT THE STATION.  IT IS STAMPED ELBON NO 1 1968.
 MA2244'
 MA2244'REFERENCE MARK 2 IS 58.6 FEET WEST OF POWERLINE POLE DR-122, 52.1
 MA2244'FEET NORTHWEST OF THE METAL WITNESS POST AND SIGN, AND 5 FEET
 MA2244'EAST OF THE WOODS EDGE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12
 MA2244'INCH CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE GROUND, AND 2
 MA2244'FEET HIGHER THAN THE STATION.  IT IS STAMPED ELBON NO 2 1968.
 MA2244'
 MA2244'THE AZIMUTH MARK IS 36.8 FEET SOUTH OF TELEPHONE POLE 98597, 29.7
 MA2244'FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 219, AT SOUTH END OF A
 MA2244'CULVERT, AND ABOUT 5 FEET LOWER THAN THE ROAD.  IT IS A STANDARD DISK
 MA2244'SET FLUSH IN A DRILL HOLE IN A CULVERT.  IT IS STAMPED ELBON
 MA2244'1968.
 MA2244'
 MA2244'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5573 ***********************************************************************
 KV5573  DESIGNATION -  ELBOW
 KV5573  PID         -  KV5573
 KV5573  STATE/COUNTY-  PA/BUCKS
 KV5573  USGS QUAD   -  TRENTON WEST (1995)
 KV5573
 KV5573                         *CURRENT SURVEY CONTROL
 KV5573  ___________________________________________________________________
 KV5573* NAD 83(1992)-  40 07 38.40693(N)    074 49 34.48122(W)     ADJUSTED  
 KV5573* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV5573  ___________________________________________________________________
 KV5573  LAPLACE CORR-           3.89  (seconds)                    DEFLEC99
 KV5573  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KV5573
 KV5573  HORZ ORDER  -  SECOND
 KV5573
 KV5573.The horizontal coordinates were established by classical geodetic methods
 KV5573.and adjusted by the National Geodetic Survey in June 2002..
 KV5573
 KV5573.The orthometric height was scaled from a topographic map.
 KV5573
 KV5573.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5573
 KV5573.The geoid height was determined by GEOID03.
 KV5573
 KV5573;                    North         East     Units Scale Factor Converg.
 KV5573;SPC PA S     -    92,286.448   849,154.687   MT  0.99997534   +1 53 48.9
 KV5573;SPC PA S     -   302,776.45  2,785,935.00   sFT  0.99997534   +1 53 48.9
 KV5573;SPC NJ       -   143,702.792   122,195.272   MT  0.99990951   -0 12 36.9
 KV5573;SPC NJ       -   471,464.91    400,902.32   sFT  0.99990951   -0 12 36.9
 KV5573;UTM  18      - 4,441,904.810   514,804.111   MT  0.99960270   +0 06 43.1
 KV5573
 KV5573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5573!SPC PA S     -   1.00000490  x   0.99997534  =   0.99998024
 KV5573!SPC NJ       -   1.00000490  x   0.99990951  =   0.99991441
 KV5573!UTM  18      -   1.00000490  x   0.99960270  =   0.99960760
 KV5573
 KV5573|---------------------------------------------------------------------|
 KV5573| PID    Reference Object                     Distance      Geod. Az  |
 KV5573|                                                           dddmmss.s |
 KV5573| KV5576 PAPER                               365.977 METERS 05725     |
 KV5573| KV5630 FLORENCE PIPE AND FOUNDRY STK       APPROX. 0.7 KM 1354232.1 |
 KV5573| KV5660 RIVERVIEW 2                         APPROX. 0.5 KM 2131606.6 |
 KV5573| CB5871 ELBOW RM 1                           19.368 METERS 22247     |
 KV5573| KV5571 STATION 57 A USE 1935               118.364 METERS 22645     |
 KV5573| KV5572 CHURCH C L USE 1935                  27.870 METERS 35843     |
 KV5573|---------------------------------------------------------------------|
 KV5573
 KV5573                          SUPERSEDED SURVEY CONTROL
 KV5573
 KV5573  NAD 83(1996)-  40 07 38.40693(N)    074 49 34.48122(W) AD(       ) 2
 KV5573  NAD 83(1986)-  40 07 38.40549(N)    074 49 34.48183(W) AD(       ) 2
 KV5573  NAD 27      -  40 07 38.00900(N)    074 49 35.89200(W) AD(       ) 2
 KV5573
 KV5573.Superseded values are not recommended for survey control.
 KV5573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5573.See file dsdata.txt to determine how the superseded data were derived.
 KV5573
 KV5573_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1480441905(NAD 83)
 KV5573_MARKER: DS = TRIANGULATION STATION DISK
 KV5573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5573
 KV5573  HISTORY     - Date     Condition        Report By
 KV5573  HISTORY     - 1935     MONUMENTED       CGS
 KV5573  HISTORY     - 1947     POOR             CGS
 KV5573  HISTORY     - 1976     MARK NOT FOUND   NGS
 KV5573
 KV5573                          STATION DESCRIPTION
 KV5573
 KV5573'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5573'STATION IS 2 MILES NE OF BRISTOL, ON LANE ESTATE, DIRECTLY ACROSS
 KV5573'RIVER FROM THE FLORENCE PIPE FOUNDRY AND MANUFACTURING COMPANY, BEST
 KV5573'REACHED BY GOING 0.3 MILE NE ON BRISTOL PIKE FROM EDGELY AVENUE
 KV5573'INTERSECTION, 0.2 MILE E ON A WOODED LANE. 7.57 METERS SE OF E CORNER
 KV5573'OF HOUSE (NOT PORCH), 11.24 METERS E OF S CORNER HOUSE, 40 METERS NE
 KV5573'OF CENTER LINE OF A DRAINAGE DITCH, 7.8 METERS SW OF LARGE TREE,
 KV5573'6.3 METERS NE OF ANOTHER.
 KV5573'
 KV5573'SURFACE, UNDERGROUND AND REFERENCE MARK NO. 1 ARE STANDARD BRONZE
 KV5573'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 KV5573'
 KV5573'MAIN SCHEME STATION.
 KV5573'
 KV5573'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 KV5573
 KV5573                          STATION RECOVERY (1947)
 KV5573
 KV5573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5573'STATION RECOVERED IN POOR CONDITION.  THE MONUMENT IS ALONG THE STORM
 KV5573'HIGH-WATER LINE AND PROJECTS 18 INCHES.  ROCKS WERE PILED AROUND
 KV5573'THE STATION IN AN ATTEMPT TO KEEP IT FROM WASHING OUT.  THE 1935
 KV5573'DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING CHANGES-
 KV5573'
 KV5573'1. CHANGE HOUSE TO CONCRETE BLOCKHOUSE.
 KV5573'
 KV5573'2. CHANGE LARGE TREE TO 36-INCH SYCAMORE.
 KV5573'
 KV5573'3. ADD R.M. 1 IS 15.4 METERS S OF THE SW CORNER (NOT PORCH) OF
 KV5573'CONCRETE BLOCKHOUSE, AND 10.5 METERS N OF A 30-INCH GUM GROWING
 KV5573'ALONG THE MEAN HIGH-WATER LINE.
 KV5573
 KV5573                          STATION RECOVERY (1976)
 KV5573
 KV5573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 KV5573'THE STATION IS LOST AND ONLY REFERENCE MARK NO. 1 REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1892 ***********************************************************************
 MB1892  DESIGNATION -  ELDER
 MB1892  PID         -  MB1892
 MB1892  STATE/COUNTY-  PA/MERCER
 MB1892  USGS QUAD   -  JACKSON CENTER (1970)
 MB1892
 MB1892                         *CURRENT SURVEY CONTROL
 MB1892  ___________________________________________________________________
 MB1892* NAD 83(1992)-  41 18 53.09433(N)    080 12 16.45434(W)     ADJUSTED  
 MB1892* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 MB1892  ___________________________________________________________________
 MB1892  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 MB1892  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 MB1892
 MB1892  HORZ ORDER  -  SECOND
 MB1892
 MB1892.The horizontal coordinates were established by classical geodetic methods
 MB1892.and adjusted by the National Geodetic Survey in June 2002..
 MB1892
 MB1892.The orthometric height was scaled from a topographic map.
 MB1892
 MB1892.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1892
 MB1892.The geoid height was determined by GEOID03.
 MB1892
 MB1892;                    North         East     Units Scale Factor Converg.
 MB1892;SPC PA N     -   130,410.758   394,505.834   MT  0.99995844   -1 37 25.7
 MB1892;SPC PA N     -   427,855.96  1,294,307.89   sFT  0.99995844   -1 37 25.7
 MB1892;UTM  17      - 4,574,003.197   566,577.859   MT  0.99965455   +0 31 30.6
 MB1892
 MB1892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1892!SPC PA N     -   0.99994083  x   0.99995844  =   0.99989927
 MB1892!UTM  17      -   0.99994083  x   0.99965455  =   0.99959540
 MB1892
 MB1892:                Primary Azimuth Mark                     Grid Az
 MB1892:SPC PA N     -  CHICAGO NEW YORK AIRWAY BCN 39           186 38 40.5
 MB1892:UTM  17      -  CHICAGO NEW YORK AIRWAY BCN 39           184 29 44.2
 MB1892
 MB1892|---------------------------------------------------------------------|
 MB1892| PID    Reference Object                     Distance      Geod. Az  |
 MB1892|                                                           dddmmss.s |
 MB1892| MB1891 CHICAGO NEW YORK AIRWAY BCN 39      APPROX. 2.7 KM 1850114.8 |
 MB1892| CX4424 ELDER AZ MK                                        1872506.7 |
 MB1892| CX4425 ELDER RM 1                          198.364 METERS 22818     |
 MB1892| CX4426 ELDER RM 2                          106.040 METERS 33914     |
 MB1892|---------------------------------------------------------------------|
 MB1892
 MB1892                          SUPERSEDED SURVEY CONTROL
 MB1892
 MB1892  NAD 83(1995)-  41 18 53.09608(N)    080 12 16.45610(W) AD(       ) 2
 MB1892  NAD 83(1986)-  41 18 53.09906(N)    080 12 16.45835(W) AD(       ) 2
 MB1892  NAD 27      -  41 18 52.89400(N)    080 12 17.23200(W) AD(       ) 2
 MB1892
 MB1892.Superseded values are not recommended for survey control.
 MB1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1892.See file dsdata.txt to determine how the superseded data were derived.
 MB1892
 MB1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF6657874003(NAD 83)
 MB1892_MARKER: Z = SEE DESCRIPTION
 MB1892_SETTING: 0 = UNSPECIFIED SETTING
 MB1892
 MB1892  HISTORY     - Date     Condition        Report By
 MB1892  HISTORY     - 1937     MONUMENTED       PAGS
 MB1892  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MB1892
 MB1892                          STATION DESCRIPTION
 MB1892
 MB1892'DESCRIBED BY PENNSYLVANIA GEODETIC SURVEY 1937
 MB1892'FROM MERCER NE ON U.S. ROUTE 62 2.2 MILES, THENCE N ON ROUTE 43049
 MB1892'4.8 MILES TO STATION ABOUT 300 FEET E OF ROAD IN WM.  ELDERS
 MB1892'PROPERTY, ON SUMMIT OF KNOLL IN OPEN PASTURE.
 MB1892'
 MB1892'STATION MARK IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK SET IN
 MB1892'IRREGULAR CONCRETE POST 1 FOOT BELOW SURFACE.
 MB1892'
 MB1892'REFERENCE MARK NO. 1 IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK
 MB1892'SET IN A 0.8- BY 0.7-FOOT SANDSTONE BOULDER PROJECTING 7
 MB1892'INCHES, IN FENCE LINE SW OF STATION, 22 FEET E OF IMPROVED ROAD.
 MB1892'
 MB1892'REFERENCE MARK NO. 2 IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK
 MB1892'RESET IN 0.6- BY 0.6-FOOT CONCRETE PROJECTING 4 INCHES, AND IS IN
 MB1892'RAIL FENCE LINE NW OF STATION ALONG WOODS.
 MB1892'
 MB1892'AZIMUTH MARK IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK SET IN A
 MB1892'6.0- BY 1.0-FOOT IRREGULAR SANDSTONE PROJECTING 3 INCHES.  TO REACH
 MB1892'GO 0.45 MILE S OF STATION ALONG ROUTE 43049 TO CROSSROADS.  CONTINUE
 MB1892'0.5 MILE TO FIRST RAIL FENCE ON LEFT ABOUT 6 PACES OFF ROAD.
 MB1892'
 MB1892'HEIGHT OF LIGHT ABOVE STATION MARK - 30.4 METERS.
 MB1892
 MB1892                          STATION RECOVERY (1960)
 MB1892
 MB1892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 MB1892'THE STATION MARK AND REFERENCE MARK NO. 1 WERE NOT RECOVERED.
 MB1892'ACCORDING TO A STATEMENT BY THE PROPERTY OWNER, MRS.  J.E. LEGAL,
 MB1892'REFERENCE MARK NO. 1 WAS PROBABLY DESTROYED ABOUT 8 YEARS AGO WHEN
 MB1892'THE AREA WAS CLEARED BY A BULLDOZER.  REFERENCE MARK NO. 2 WAS
 MB1892'FOUND DESTROYED, IT HAD BEEN PULLED OUT OF THE GROUND AND WAS IN THE
 MB1892'WOODS.  THE AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 MB1892'NO ATTEMPT WAS MADE TO DIG FOR THE STATION MARK.
 MB1892'
 MB1892'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAYS 19 AND
 MB1892'62 AT MERCER, GO NORTHEAST ON HIGHWAY 62 FOR 1.7 MILES, TURN LEFT
 MB1892'ON ROUTE 43049 AND GO NORTH FOR 4.1 MILES TO THE MARK ON RIGHT JUST
 MB1892'BEFORE REACHING CROSS ROAD.  IT IS ABOUT 500 FEET SOUTH OF THE
 MB1892'CROSSING OF ROUTE 43051, 59.5 FEET SOUTHEAST OF THE THIRD POWER POLE
 MB1892'SOUTH OF THE CROSS ROAD, 50 FEET EAST OF THE CENTER LINE OF
 MB1892'ROUTE 43049, 26 FEET EAST OF THE SOUTHWEST CORNER OF FIELD, 3.8 FEET
 MB1892'EAST OF AN 8 INCH WILD CHERRY TREE, AND IN THE EDGE OF WOODS.  THE
 MB1892'MARK IS A PENNA.  COORDINATE SYSTEM DISK SET IN A DRILL HOLE IN THE
 MB1892'TOP OF A 6 BY 12 INCH SANDSTONE POST PROJECTING 3 INCHES, STAMPED
 MB1892'ELDER 1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6395 ***********************************************************************
 KV6395  DESIGNATION -  ELDER
 KV6395  PID         -  KV6395
 KV6395  STATE/COUNTY-  PA/BUCKS
 KV6395  USGS QUAD   -  TRENTON WEST (1995)
 KV6395
 KV6395                         *CURRENT SURVEY CONTROL
 KV6395  ___________________________________________________________________
 KV6395* NAD 83(1992)-  40 11 02.87359(N)    074 45 16.22785(W)     ADJUSTED  
 KV6395* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV6395  ___________________________________________________________________
 KV6395  LAPLACE CORR-           4.49  (seconds)                    DEFLEC99
 KV6395  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KV6395
 KV6395  HORZ ORDER  -  THIRD
 KV6395
 KV6395.The horizontal coordinates were established by classical geodetic methods
 KV6395.and adjusted by the National Geodetic Survey in June 2002..
 KV6395
 KV6395.The orthometric height was scaled from a topographic map.
 KV6395
 KV6395.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6395
 KV6395.The geoid height was determined by GEOID03.
 KV6395
 KV6395;                    North         East     Units Scale Factor Converg.
 KV6395;SPC PA S     -    98,794.050   855,051.744   MT  0.99997026   +1 56 36.4
 KV6395;SPC PA S     -   324,126.81  2,805,282.26   sFT  0.99997026   +1 56 36.4
 KV6395;SPC NJ       -   149,988.728   128,327.247   MT  0.99990578   -0 09 51.2
 KV6395;SPC NJ       -   492,088.02    421,020.31   sFT  0.99990578   -0 09 51.2
 KV6395;UTM  18      - 4,448,223.235   520,898.763   MT  0.99960538   +0 09 30.3
 KV6395
 KV6395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6395!SPC PA S     -   1.00000507  x   0.99997026  =   0.99997533
 KV6395!SPC NJ       -   1.00000507  x   0.99990578  =   0.99991085
 KV6395!UTM  18      -   1.00000507  x   0.99960538  =   0.99961045
 KV6395
 KV6395                          SUPERSEDED SURVEY CONTROL
 KV6395
 KV6395  NAD 83(1996)-  40 11 02.87358(N)    074 45 16.22785(W) AD(       ) 3
 KV6395  NAD 83(1986)-  40 11 02.87165(N)    074 45 16.22819(W) AD(       ) 3
 KV6395
 KV6395.Superseded values are not recommended for survey control.
 KV6395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6395.See file dsdata.txt to determine how the superseded data were derived.
 KV6395
 KV6395_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2089948223(NAD 83)
 KV6395_MARKER: DD = SURVEY DISK
 KV6395_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KV6395_SP_SET: SURROUNDED BY MASS OF CONCRETE
 KV6395_STAMPING: ELDER 1972
 KV6395_MARK LOGO: USE   
 KV6395_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6395+SATELLITE: SATELLITE OBSERVATIONS - 1972
 KV6395
 KV6395  HISTORY     - Date     Condition        Report By
 KV6395  HISTORY     - 1972     MONUMENTED       USE
 KV6395
 KV6395                          STATION DESCRIPTION
 KV6395
 KV6395'DESCRIBED BY US ENGINEERS 1972
 KV6395'THE STATION IS LOCATED ON THE PENNSYLVANIA SIDE OF THE DELAWARE RIVER
 KV6395'AND DIRECTLY ACROSS THE RIVER FROM THE CAPITOL YACHT CLUB.
 KV6395'TO REACH STATION PROCEED BY BOAT S FROM THE N ENTRANCE OF BILES CREEK
 KV6395'FOR ABOUT 0.4 NAUTICAL MI TO STATION ON THE RIGHT.
 KV6395'THE STATION IS A STANDARD CE DISK SET IN CONCRETE AND IS RIGHT ON THE
 KV6395'PRESENT HWL.
 KV6395'RM 1 IS A PK NAIL 1 FT UP ON OUTSHORE DOWNSTREAM FACE OF 4 INCH BOX
 KV6395'ELDER, 2.93 M (9.6 FT) SW FROM THE STATION.
 KV6395'RM 2 IS A PK NAIL 1 FT UP ON OUTSHORE DOWNSTREAM FACE OF 15 INCH
 KV6395'COTTONWOOD, 7.73 M (25.4 FT) SSW FROM THE STATION.
 KV6395'RM 3 IS A PK NAIL 1 FT UP ON UPSTREAM FACE OF A 5 INCH MAPLE, 5.2 M
 KV6395'(17.1 FT) SE FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1960 ***********************************************************************
 KX1960  DESIGNATION -  ELDERTON
 KX1960  PID         -  KX1960
 KX1960  STATE/COUNTY-  PA/ARMSTRONG
 KX1960  USGS QUAD   -  ELDERTON (1977)
 KX1960
 KX1960                         *CURRENT SURVEY CONTROL
 KX1960  ___________________________________________________________________
 KX1960* NAD 83(1992)-  40 42 19.78745(N)    079 22 03.89006(W)     ADJUSTED  
 KX1960* NAVD 88     -       437.6    (meters)    1436.     (feet)  VERTCON   
 KX1960  ___________________________________________________________________
 KX1960  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 KX1960  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KX1960
 KX1960  HORZ ORDER  -  SECOND
 KX1960
 KX1960.The horizontal coordinates were established by classical geodetic methods
 KX1960.and adjusted by the National Geodetic Survey in June 2002..
 KX1960
 KX1960.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX1960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX1960
 KX1960.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1960
 KX1960.The geoid height was determined by GEOID03.
 KX1960
 KX1960;                    North         East     Units Scale Factor Converg.
 KX1960;SPC PA S     -   153,612.015   463,298.344   MT  0.99996936   -1 02 58.5
 KX1960;SPC PA S     -   503,975.42  1,520,004.65   sFT  0.99996936   -1 02 58.5
 KX1960;UTM  17      - 4,507,346.319   637,886.980   MT  0.99983402   +1 03 52.8
 KX1960
 KX1960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX1960!SPC PA S     -   0.99993656  x   0.99996936  =   0.99990592
 KX1960!UTM  17      -   0.99993656  x   0.99983402  =   0.99977059
 KX1960
 KX1960:                Primary Azimuth Mark                     Grid Az
 KX1960:SPC PA S     -  ELDERTON METHODIST CH SPIRE              117 02 02.1
 KX1960:UTM  17      -  ELDERTON METHODIST CH SPIRE              114 55 10.8
 KX1960
 KX1960|---------------------------------------------------------------------|
 KX1960| PID    Reference Object                     Distance      Geod. Az  |
 KX1960|                                                           dddmmss.s |
 KX1960| KX1959 ELDERTON METHODIST CH SPIRE         APPROX. 2.3 KM 1155903.6 |
 KX1960| KX1958 ELDERTON JOINT HIGH SCHOOL TK       APPROX. 2.8 KM 1212444.8 |
 KX1960| CX4428 ELDERTON RM 1                        19.500 METERS 17714     |
 KX1960| CX4429 ELDERTON RM 2                        11.850 METERS 27250     |
 KX1960| KX1976 ADAMS STEEL ERECTION RAD MAST       APPROX. 7.0 KM 3302502.0 |
 KX1960| CX4427 ELDERTON AZ MK                                     3583033.8 |
 KX1960|---------------------------------------------------------------------|
 KX1960
 KX1960                          SUPERSEDED SURVEY CONTROL
 KX1960
 KX1960  NAD 83(1986)-  40 42 19.79126(N)    079 22 03.89725(W) AD(       ) 2
 KX1960  NAD 27      -  40 42 19.55901(N)    079 22 04.76163(W) AD(       ) 2
 KX1960  NGVD 29 (07/19/86)  437.8    (m)         1436.     (f) VERT ANG       
 KX1960
 KX1960.Superseded values are not recommended for survey control.
 KX1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1960.See file dsdata.txt to determine how the superseded data were derived.
 KX1960
 KX1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF3788707346(NAD 83)
 KX1960_MARKER: DE = TRAVERSE STATION DISK
 KX1960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1960
 KX1960  HISTORY     - Date     Condition        Report By
 KX1960  HISTORY     - 1967     MONUMENTED       CGS
 KX1960  HISTORY     - 20050901 MARK NOT FOUND   PADT
 KX1960
 KX1960                          STATION DESCRIPTION
 KX1960
 KX1960'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX1960'STATION IS LOCATED, AIRLINE, ABOUT 13 MILES WEST NORTHWEST OF
 KX1960'INDIANA, 10 MILES SOUTHEAST OF KITTANNING, 1-1/2 MILES WEST OF
 KX1960'ELDERTON, 0.3 MILE SOUTH OF U.S. HIGHWAY 422 AND IN THE SOUTH END OF
 KX1960'A SADDLE BETWEEN TWO HILLS HIGHER THAN THE STATION AND ARE
 KX1960'BOTH COVERED WITH TIMBER.  STATION IS ON PROPERTY OF MR. L.H. FARSTER
 KX1960'WHO LIVES JUST SOUTH OF THE STATION.
 KX1960'
 KX1960'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 422 AND STATE
 KX1960'HIGHWAY 210 IN ELDERTON, GO WESTERLY ON HIGHWAY 422 FOR
 KX1960'1.55 MILES TO TWO GRAVEL SIDE ROADS ON THE LEFT AT MR. L.H. FARSTERS
 KX1960'MAIL BOX.  TURN LEFT AND TAKE RIGHT HAND ROAD, UPHILL, FOR 0.15
 KX1960'MILE TO A TRACK SIDE ROAD ON THE LEFT AND THE AZIMUTH MARK IN THE
 KX1960'SOUTHWEST ANGLE OF THE ROADS.  TURN SHARP LEFT AND GO 0.15
 KX1960'MILE TO A SIDE ROAD RIGHT AND THE STATION IN THE SOUTHWEST
 KX1960'ANGLE OF THE ROADS.
 KX1960'
 KX1960'STATION MARK IS 46.5 FEET SOUTH SOUTHWEST OF THE JUNCTION OF THE
 KX1960'CENTER OF THE ROADS, 40.5 FEET EAST OF A WITNESS POST, 18.5
 KX1960'FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD AND 24.0 FEET SOUTH
 KX1960'OF THE EAST-WEST ROAD.  IT IS A STANDARD TRAVERSE DISK SET
 KX1960'IN A 12 INCH SQUARE CONCRETE POST 12 INCHES BELOW THE SURFACE OF THE
 KX1960'GROUND AND STAMPED ELDERTON 1967.
 KX1960'
 KX1960'REFERENCE MARK NUMBER 1 IS 25.0 FEET NORTHWEST OF THE CENTER OF A
 KX1960'CHAIN GATE, 19.5 FEET WEST OF THE CENTER OF THE
 KX1960'NORTH-SOUTH ROAD AND 3.3 FEET NORTHEAST OF A 7-INCH POPLAR TREE.  IT
 KX1960'IS A STANDARD DISK SET IN A 12 INCH SQUARE CONCRETE POST
 KX1960'PROJECTING 3 INCHES AND ABOUT 5 FEET HIGHER THAN THE STATION.  IT IS
 KX1960'STAMPED ELDERTON NO 1 1967.
 KX1960'
 KX1960'REFERENCE MARK NUMBER 2 IS 13.5 FEET SOUTH OF THE CENTER OF EAST-WEST
 KX1960'ROAD, 9.0 FEET EAST OF A 12-INCH POPLAR TREE AND 2.0 FEET
 KX1960'EAST OF A METAL WITNESS POST.  IT IS A STANDARD DISK SET IN A 12 INCH
 KX1960'SQUARE CONCRETE POST PROJECTING 3 INCHES AND ABOUT 4 FEET
 KX1960'HIGHER THAN THE STATIION.  IT IS STAMPED ELDERTON NO 2 1967.
 KX1960'
 KX1960'AZIMUTH MARK IS 22.5 FEET SOUTHWEST OF CENTER OF JUNCTION OF ROADS,
 KX1960'17.5 FEET WEST OF CENTER OF TRACK ROAD AND 16.0 FEET SOUTH OF
 KX1960'CENTER OF GRAVELED ROAD.  IT IS A STANDARD DISK SET IN A 12 INCH
 KX1960'SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS STAMPED
 KX1960'ELDERTON 1967.
 KX1960
 KX1960                          STATION RECOVERY (2005)
 KX1960
 KX1960'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 KX1960'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1958 ***********************************************************************
 KX1958  DESIGNATION -  ELDERTON JOINT HIGH SCHOOL TK
 KX1958  PID         -  KX1958
 KX1958  STATE/COUNTY-  PA/ARMSTRONG
 KX1958  USGS QUAD   -  ELDERTON (1977)
 KX1958
 KX1958                         *CURRENT SURVEY CONTROL
 KX1958  ___________________________________________________________________
 KX1958* NAD 83(1992)-  40 41 31.66282(N)    079 20 20.38868(W)     ADJUSTED  
 KX1958* NAVD 88     -                                                        
 KX1958  ___________________________________________________________________
 KX1958  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 KX1958  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KX1958
 KX1958  HORZ ORDER  -  THIRD
 KX1958
 KX1958.The horizontal coordinates were established by classical geodetic methods
 KX1958.and adjusted by the National Geodetic Survey in June 2002..
 KX1958
 KX1958
 KX1958.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1958
 KX1958.The geoid height was determined by GEOID03.
 KX1958
 KX1958;                    North         East     Units Scale Factor Converg.
 KX1958;SPC PA S     -   152,083.707   465,700.814   MT  0.99996836   -1 01 51.3
 KX1958;SPC PA S     -   498,961.30  1,527,886.75   sFT  0.99996836   -1 01 51.3
 KX1958;UTM  17      - 4,505,907.868   640,343.875   MT  0.99984244   +1 04 59.3
 KX1958
 KX1958                          SUPERSEDED SURVEY CONTROL
 KX1958
 KX1958  NAD 83(1986)-  40 41 31.66655(N)    079 20 20.39610(W) AD(       ) 4
 KX1958  NAD 27      -  40 41 31.43316(N)    079 20 21.26129(W) AD(       ) 3
 KX1958
 KX1958.Superseded values are not recommended for survey control.
 KX1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1958.See file dsdata.txt to determine how the superseded data were derived.
 KX1958
 KX1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF4034405908(NAD 83)
 KX1958_MARKER: 53 = ELEVATED TANK
 KX1958
 KX1958  HISTORY     - Date     Condition        Report By
 KX1958  HISTORY     - 1958     FIRST OBSERVED   CGS
 KX1958  HISTORY     - 1967     GOOD             CGS
 KX1958  HISTORY     - 19930118 MARK NOT FOUND   USPSQD
 KX1958
 KX1958                          STATION DESCRIPTION
 KX1958
 KX1958'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX1958'THE STATION IS THE BALL ATOP THE WATER TANK WHICH IS LOCATED IN THE
 KX1958'SOUTHEAST PART OF ELDERTON, ON THE HIGHEST GROUND AT THE
 KX1958'SOUTH END OF THE HIGH SCHOOL BUILDING.
 KX1958'
 KX1958'THE TANK IS A 4-LEGGED STEEL STRUCTURE 100 FEET HIGH. IT IS PAINTED A
 KX1958'SILVER COLOR.
 KX1958
 KX1958                          STATION RECOVERY (1967)
 KX1958
 KX1958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX1958'STATION RECOVERED AS DESCRIBED IN 1958 BY W.E. RANDALL.
 KX1958
 KX1958                          STATION RECOVERY (1993)
 KX1958
 KX1958'RECOVERY NOTE BY US POWER SQUADRON 1993 (JBW)
 KX1958'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1957 ***********************************************************************
 KX1957  DESIGNATION -  ELDERTON KEYSTONE ELEC N STACK
 KX1957  PID         -  KX1957
 KX1957  STATE/COUNTY-  PA/ARMSTRONG
 KX1957  USGS QUAD   -  ELDERTON (1977)
 KX1957
 KX1957                         *CURRENT SURVEY CONTROL
 KX1957  ___________________________________________________________________
 KX1957* NAD 83(1992)-  40 39 37.87086(N)    079 20 27.97951(W)     ADJUSTED  
 KX1957* NAVD 88     -                                                        
 KX1957  ___________________________________________________________________
 KX1957  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 KX1957  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KX1957
 KX1957  HORZ ORDER  -  THIRD
 KX1957
 KX1957.The horizontal coordinates were established by classical geodetic methods
 KX1957.and adjusted by the National Geodetic Survey in June 2002..
 KX1957
 KX1957
 KX1957.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1957
 KX1957.The geoid height was determined by GEOID03.
 KX1957
 KX1957;                    North         East     Units Scale Factor Converg.
 KX1957;SPC PA S     -   148,577.508   465,459.386   MT  0.99996619   -1 01 56.3
 KX1957;SPC PA S     -   487,458.04  1,527,094.67   sFT  0.99996619   -1 01 56.3
 KX1957;UTM  17      - 4,502,395.590   640,231.944   MT  0.99984205   +1 04 51.9
 KX1957
 KX1957                          SUPERSEDED SURVEY CONTROL
 KX1957
 KX1957  NAD 83(1986)-  40 39 37.87443(N)    079 20 27.98727(W) AD(       ) 4
 KX1957  NAD 27      -  40 39 37.63889(N)    079 20 28.85761(W) AD(       ) 3
 KX1957
 KX1957.Superseded values are not recommended for survey control.
 KX1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1957.See file dsdata.txt to determine how the superseded data were derived.
 KX1957
 KX1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF4023202396(NAD 83)
 KX1957_MARKER: 63 = STACK
 KX1957
 KX1957  HISTORY     - Date     Condition        Report By
 KX1957  HISTORY     - 1967     FIRST OBSERVED   CGS
 KX1957
 KX1957                          STATION DESCRIPTION
 KX1957
 KX1957'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX1957'STATION IS THE TOP CENTER OF THE NORTH STACK OF TWO STACKS WHICH ARE
 KX1957'ABOUT 200 FEET APART IN A NORTH-SOUTH DIRECTION.  BOTH STACKS ARE
 KX1957'800 FEET IN HEIGHT, 34 FEET IN DIAMETER AT THE TOP, BUILT OF CONCRETE
 KX1957'AND ARE PAINTED BLACK AT THE TOP.  THE STACKS ARE LOCATED AT
 KX1957'THE NEW KEYSTONE ELECTRIC GENERATING STATION, 2 MILES SOUTHEAST OF
 KX1957'ELDERTON, 2-1/2 MILES WEST OF SHELOCTA AND 1 MILE SOUTH
 KX1957'OF U.S. HIGHWAY 422.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1959 ***********************************************************************
 KX1959  DESIGNATION -  ELDERTON METHODIST CH SPIRE
 KX1959  PID         -  KX1959
 KX1959  STATE/COUNTY-  PA/ARMSTRONG
 KX1959  USGS QUAD   -  ELDERTON (1977)
 KX1959
 KX1959                         *CURRENT SURVEY CONTROL
 KX1959  ___________________________________________________________________
 KX1959* NAD 83(1992)-  40 41 46.48061(N)    079 20 34.13125(W)     ADJUSTED  
 KX1959* NAVD 88     -                                                        
 KX1959  ___________________________________________________________________
 KX1959  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 KX1959  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 KX1959
 KX1959  HORZ ORDER  -  THIRD
 KX1959
 KX1959.The horizontal coordinates were established by classical geodetic methods
 KX1959.and adjusted by the National Geodetic Survey in June 2002..
 KX1959
 KX1959
 KX1959.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1959
 KX1959.The geoid height was determined by GEOID03.
 KX1959
 KX1959;                    North         East     Units Scale Factor Converg.
 KX1959;SPC PA S     -   152,546.510   465,386.454   MT  0.99996866   -1 02 00.3
 KX1959;SPC PA S     -   500,479.67  1,526,855.39   sFT  0.99996866   -1 02 00.3
 KX1959;UTM  17      - 4,506,358.703   640,012.698   MT  0.99984130   +1 04 50.7
 KX1959
 KX1959                          SUPERSEDED SURVEY CONTROL
 KX1959
 KX1959  NAD 83(1986)-  40 41 46.48468(N)    079 20 34.14002(W) AD(       ) 4
 KX1959  NAD 27      -  40 41 46.25655(N)    079 20 35.02050(W) AD(       ) 3
 KX1959
 KX1959.Superseded values are not recommended for survey control.
 KX1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1959.See file dsdata.txt to determine how the superseded data were derived.
 KX1959
 KX1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF4001306359(NAD 83)
 KX1959_MARKER: 90 = CHURCH SPIRE
 KX1959
 KX1959  HISTORY     - Date     Condition        Report By
 KX1959  HISTORY     - 1967     FIRST OBSERVED   CGS
 KX1959  HISTORY     - 19930114 GOOD             USPSQD
 KX1959
 KX1959                          STATION DESCRIPTION
 KX1959
 KX1959'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX1959'THE CHURCH IS OF BRICK CONSTRUCTION WITH A SPIRE PAINTED RED ATOP A
 KX1959'CUPOLA PAINTED WHITE.  IT IS LOCATED 0.1 MILE WEST OF HIGHWAY
 KX1959'210 ON THE NORTH SIDE OF MAIN STREET IN ELDERTON.
 KX1959'
 KX1959'THE POINT OF INTERSECTION WAS THE TOP CENTER OF THE SPIRE.
 KX1959
 KX1959                          STATION RECOVERY (1993)
 KX1959
 KX1959'RECOVERY NOTE BY US POWER SQUADRON 1993 (JBW)
 KX1959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1859 ***********************************************************************
 MA1859  DESIGNATION -  ELDRIDGE FIRE TOWER
 MA1859  PID         -  MA1859
 MA1859  STATE/COUNTY-  PA/FOREST
 MA1859  USGS QUAD   -  LYNCH (1977)
 MA1859
 MA1859                         *CURRENT SURVEY CONTROL
 MA1859  ___________________________________________________________________
 MA1859* NAD 83(1992)-  41 30 06.22966(N)    079 04 47.73392(W)     ADJUSTED  
 MA1859* NAVD 88     -       568.16   (+/-2cm)    1864.0    (feet)  VERTCON   
 MA1859  ___________________________________________________________________
 MA1859  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 MA1859  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 MA1859
 MA1859  HORZ ORDER  -  SECOND
 MA1859  VERT ORDER  -  THIRD ? (See Below)
 MA1859
 MA1859.The horizontal coordinates were established by classical geodetic methods
 MA1859.and adjusted by the National Geodetic Survey in June 2002..
 MA1859
 MA1859.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA1859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA1859.The vertical order pertains to the NGVD 29 superseded value.
 MA1859
 MA1859.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1859
 MA1859.The geoid height was determined by GEOID03.
 MA1859
 MA1859;                    North         East     Units Scale Factor Converg.
 MA1859;SPC PA N     -   149,116.811   488,968.259   MT  0.99995792   -0 52 47.3
 MA1859;SPC PA N     -   489,227.40  1,604,223.36   sFT  0.99995792   -0 52 47.3
 MA1859;UTM  17      - 4,596,236.012   660,254.134   MT  0.99991605   +1 16 21.3
 MA1859
 MA1859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1859!SPC PA N     -   0.99991595  x   0.99995792  =   0.99987388
 MA1859!UTM  17      -   0.99991595  x   0.99991605  =   0.99983201
 MA1859
 MA1859:                Primary Azimuth Mark                     Grid Az
 MA1859:SPC PA N     -  ZIMMERMAN HILL FIRE TOWER                148 15 14.5
 MA1859:UTM  17      -  ZIMMERMAN HILL FIRE TOWER                146 06 05.9
 MA1859
 MA1859|---------------------------------------------------------------------|
 MA1859| PID    Reference Object                     Distance      Geod. Az  |
 MA1859|                                                           dddmmss.s |
 MA1859| MA2307 ZIMMERMAN HILL FIRE TOWER           APPROX.13.3 KM 1472227.2 |
 MA1859|---------------------------------------------------------------------|
 MA1859
 MA1859                          SUPERSEDED SURVEY CONTROL
 MA1859
 MA1859  NAD 83(1996)-  41 30 06.23136(N)    079 04 47.73496(W) AD(       ) 2
 MA1859  NAD 83(1986)-  41 30 06.23203(N)    079 04 47.73482(W) AD(       ) 2
 MA1859  NAD 27      -  41 30 06.00815(N)    079 04 48.59090(W) AD(       ) 2
 MA1859  NGVD 29 (07/19/86)  568.29   (m)         1864.5    (f) LEVELING    3  
 MA1859
 MA1859.Superseded values are not recommended for survey control.
 MA1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1859.See file dsdata.txt to determine how the superseded data were derived.
 MA1859
 MA1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF6025496236(NAD 83)
 MA1859_MARKER: Z = SEE DESCRIPTION
 MA1859_SETTING: 0 = UNSPECIFIED SETTING
 MA1859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1859_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MA1859+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2002
 MA1859
 MA1859  HISTORY     - Date     Condition        Report By
 MA1859  HISTORY     - 1938     MONUMENTED       USGS
 MA1859  HISTORY     - 1957     SEE DESCRIPTION  USGS
 MA1859  HISTORY     - 20020720 GOOD             INDIV
 MA1859
 MA1859                          STATION DESCRIPTION
 MA1859
 MA1859'DESCRIBED BY US GEOLOGICAL SURVEY 1938 (APR)
 MA1859'STATION IS UNDER CENTER OF ELDRIDGE FIRE TOWER, APPROXIMATELY 3.7
 MA1859'MILES NE OF
 MA1859'MARIENVILLE, PENNSYLVANIA, ON SE SIDE OF PA. 68, IT IS A STANDARD
 MA1859'U.S.G.S. DISK, SET IN TOP OF A 6-INCH SQUARE POST, PROTRUDING
 MA1859'ABOUT 1 INCH.  A TRAVERSE TIE WAS MADE FROM RIDGE, MARK IS 111.67 FT
 MA1859'SE OF RIDGE AND IS NOT STAMPED.
 MA1859'
 MA1859'TO REACH STATION FROM MARIENVILLE, GO NE ON PA.68 APPROXIMATELY 3.7
 MA1859'MILES TO FIRE TOWER AND STATION ON R.
 MA1859
 MA1859                          STATION RECOVERY (1957)
 MA1859
 MA1859'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957 (JBW)
 MA1859'STATION WAS RECOVERED AS DESCRIBED.  THE OLD DESCRIPTION IS ADEQUATE.
 MA1859
 MA1859                          STATION RECOVERY (2002)
 MA1859
 MA1859'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SB)
 MA1859'THE MARK REMAINS AT THE BASE OF THIS STILL STANDING FIRETOWER.  THE
 MA1859'AREA IS FENCED HOWEVER THE MARK CAN FORM OUTSIDE THE FENCE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3028 ***********************************************************************
 JU3028  DESIGNATION -  ELECTRIC
 JU3028  PID         -  JU3028
 JU3028  STATE/COUNTY-  PA/PHILADELPHIA
 JU3028  USGS QUAD   -  CAMDEN (1995)
 JU3028
 JU3028                         *CURRENT SURVEY CONTROL
 JU3028  ___________________________________________________________________
 JU3028* NAD 83(1992)-  39 58 57.65373(N)    075 04 25.90678(W)     ADJUSTED  
 JU3028* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3028  ___________________________________________________________________
 JU3028  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 JU3028  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JU3028
 JU3028  HORZ ORDER  -  THIRD
 JU3028
 JU3028.The horizontal coordinates were established by classical geodetic methods
 JU3028.and adjusted by the National Geodetic Survey in June 2002..
 JU3028
 JU3028.The orthometric height was scaled from a topographic map.
 JU3028
 JU3028.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3028
 JU3028.The geoid height was determined by GEOID03.
 JU3028
 JU3028;                    North         East     Units Scale Factor Converg.
 JU3028;SPC PA S     -    75,563.331   828,546.720   MT  0.99999265   +1 44 10.5
 JU3028;SPC PA S     -   247,910.70  2,718,323.70   sFT  0.99999265   +1 44 10.5
 JU3028;SPC NJ       -   127,749.377   100,988.005   MT  0.99992956   -0 22 07.5
 JU3028;SPC NJ       -   419,124.41    331,324.81   sFT  0.99992956   -0 22 07.5
 JU3028;UTM  18      - 4,425,837.660   493,693.484   MT  0.99960049   -0 02 50.9
 JU3028
 JU3028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3028!SPC PA S     -   1.00000505  x   0.99999265  =   0.99999770
 JU3028!SPC NJ       -   1.00000505  x   0.99992956  =   0.99993461
 JU3028!UTM  18      -   1.00000505  x   0.99960049  =   0.99960554
 JU3028
 JU3028:                Primary Azimuth Mark                     Grid Az
 JU3028:SPC PA S     -  PHILADELPHIA ALL SAINTS SPIRE            006 19 34.3
 JU3028:SPC NJ       -  PHILADELPHIA ALL SAINTS SPIRE            008 25 52.3
 JU3028:UTM  18      -  PHILADELPHIA ALL SAINTS SPIRE            008 06 35.7
 JU3028
 JU3028|---------------------------------------------------------------------|
 JU3028| PID    Reference Object                     Distance      Geod. Az  |
 JU3028|                                                           dddmmss.s |
 JU3028| KV3667 PHILADELPHIA ALL SAINTS SPIRE       APPROX. 2.1 KM 0080344.8 |
 JU3028| CB1471 ELECTRIC RM 1                         2.060 METERS 05032     |
 JU3028| JU3033 TANK                                APPROX. 0.9 KM 1252702.0 |
 JU3028| JU3032 DELAIR KIECKHEFER CONTAIN STK       APPROX. 0.9 KM 1291258.9 |
 JU3028| AE5614 ELECTRIC RM 2                         5.662 METERS 23021     |
 JU3028|---------------------------------------------------------------------|
 JU3028
 JU3028                          SUPERSEDED SURVEY CONTROL
 JU3028
 JU3028  NAD 83(1996)-  39 58 57.65373(N)    075 04 25.90678(W) AD(       ) 3
 JU3028  NAD 83(1991)-  39 58 57.65096(N)    075 04 25.90961(W) AD(       ) 3
 JU3028  NAD 83(1986)-  39 58 57.64880(N)    075 04 25.91382(W) AD(       ) 3
 JU3028  NAD 27      -  39 58 57.24700(N)    075 04 27.28400(W) AD(       ) 3
 JU3028
 JU3028.Superseded values are not recommended for survey control.
 JU3028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3028.See file dsdata.txt to determine how the superseded data were derived.
 JU3028
 JU3028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9369325838(NAD 83)
 JU3028
 JU3028  HISTORY     - Date     Condition        Report By
 JU3028  HISTORY     - 1925     MONUMENTED       CGS
 JU3028  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU3028
 JU3028                          STATION DESCRIPTION
 JU3028
 JU3028'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 JU3028'LOCATED NEAR UPPER OUTER CORNER OF DOCK OWNED BY PHILADELPHIA
 JU3028'ELECTRIC COMPANY, WHICH IS JUST BELOW THE DELAIR BRIDGE.  NO
 JU3028'PERMANENT STATION MARK WAS LOCATED AS DOCK WAS UNDER CONSTRUCTION AT
 JU3028'THE TIME, AND DOCK WAS SOON TO BE CONCRETED.  TWO STANDARD
 JU3028'REFERENCE MARKS WERE CEMENTED IN DRILLED HOLES IN CONCRETE BULKHEAD.
 JU3028'THE STATION IS ON LINE BETWEEN THE TWO REFERENCE MARKS.  REFERENCE
 JU3028'MARK NO. 1 IS NEAR THE UPPER MOORING POST, AND REFERENCE MARK NO. 2
 JU3028'IS BETWEEN THE SECOND MOORING POST DOWNSTREAM AND THE WOODEN
 JU3028'RAIL AROUND BULKHEAD.
 JU3028'
 JU3028'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 JU3028
 JU3028                          STATION RECOVERY (1946)
 JU3028
 JU3028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3028'STATION NOT RECOVERED.  ACCORDING TO ORIGINAL DESCRIPTION NO
 JU3028'PERMANENT STATION MARK WAS SET.  REFERENCE MARK 1 WAS SEARCHED
 JU3028'FOR BUT NOT RECOVERED.  REFERENCE MARK 2 WAS RECOVERED IN GOOD
 JU3028'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3657 ***********************************************************************
 KV3657  DESIGNATION -  ELEPHANT
 KV3657  PID         -  KV3657
 KV3657  STATE/COUNTY-  PA/BUCKS
 KV3657  USGS QUAD   -  BEDMINSTER (1992)
 KV3657
 KV3657                         *CURRENT SURVEY CONTROL
 KV3657  ___________________________________________________________________
 KV3657* NAD 83(1992)-  40 25 27.94983(N)    075 14 29.04163(W)     ADJUSTED  
 KV3657* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 KV3657  ___________________________________________________________________
 KV3657  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 KV3657  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 KV3657
 KV3657  HORZ ORDER  -  SECOND
 KV3657
 KV3657.The horizontal coordinates were established by classical geodetic methods
 KV3657.and adjusted by the National Geodetic Survey in June 2002..
 KV3657
 KV3657.The orthometric height was scaled from a topographic map.
 KV3657
 KV3657.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3657
 KV3657.The geoid height was determined by GEOID03.
 KV3657
 KV3657;                    North         East     Units Scale Factor Converg.
 KV3657;SPC PA S     -   124,173.276   812,849.573   MT  0.99995960   +1 37 39.2
 KV3657;SPC PA S     -   407,391.82  2,666,823.97   sFT  0.99995960   +1 37 39.2
 KV3657;UTM  18      - 4,474,894.559   479,522.264   MT  0.99960516   -0 09 23.5
 KV3657
 KV3657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3657!SPC PA S     -   0.99997907  x   0.99995960  =   0.99993867
 KV3657!UTM  18      -   0.99997907  x   0.99960516  =   0.99958424
 KV3657
 KV3657|---------------------------------------------------------------------|
 KV3657| PID    Reference Object                     Distance      Geod. Az  |
 KV3657|                                                           dddmmss.s |
 KV3657| CB3237 ELEPHANT RM 1                        41.496 METERS 03326     |
 KV3657| KV3645 HILLTOWN BAPTIST CHURCH SPIRE       APPROX.10.3 KM 1641012.8 |
 KV3657| CB3236 ELEPHANT AZ MK                                     2242910.7 |
 KV3657| KV3776 SELLERSVILLE GRANDV HOSP TANK       APPROX. 9.9 KM 2271540.7 |
 KV3657| KV3775 QUAKERTOWN TOHICKON CH SPIRE        APPROX. 1.1 KM 2620621.8 |
 KV3657| CB3238 ELEPHANT RM 2                        26.916 METERS 30520     |
 KV3657|---------------------------------------------------------------------|
 KV3657
 KV3657                          SUPERSEDED SURVEY CONTROL
 KV3657
 KV3657  NAD 83(1996)-  40 25 27.94937(N)    075 14 29.04208(W) AD(       ) 2
 KV3657  NAD 83(1986)-  40 25 27.94671(N)    075 14 29.04561(W) AD(       ) 2
 KV3657  NAD 27      -  40 25 27.57200(N)    075 14 30.41400(W) AD(       ) 2
 KV3657
 KV3657.Superseded values are not recommended for survey control.
 KV3657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3657.See file dsdata.txt to determine how the superseded data were derived.
 KV3657
 KV3657_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7952274895(NAD 83)
 KV3657_MARKER: DS = TRIANGULATION STATION DISK
 KV3657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3657_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3657+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2005
 KV3657
 KV3657  HISTORY     - Date     Condition        Report By
 KV3657  HISTORY     - 1942     MONUMENTED       CGS
 KV3657  HISTORY     - 1942     GOOD             CGS
 KV3657  HISTORY     - 20050820 GOOD             INDIV
 KV3657
 KV3657                          STATION DESCRIPTION
 KV3657
 KV3657'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV3657'STATION IS LOCATED ABOUT 5 MILES E OF QUAKERTOWN AT A CROSSROADS
 KV3657'LOCALLY KNOWN AS ELEPHANT, ON LAND OWNED BY CHARLES GEISEL.  IT
 KV3657'IS IN THE SE CORNER OF THE ORCHARD ABOUT 220 FEET E OF STATE HIGHWAY
 KV3657'563, 175 FEET S OF AN E-AND-W ROAD AND ABOUT 150 FEET SE OF MR.
 KV3657'GEISELS BARN.  IT PROJECTS ABOUT 6 INCHES AND IS STAMPED ELEPHANT
 KV3657'1942.
 KV3657'
 KV3657'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 KV3657'SET IN CONCRETE, AS DESCRIBED.
 KV3657'
 KV3657'REFERENCE MARK NO. 1 IS LOCATED NE OF THE STATION AT THE E EDGE OF
 KV3657'THE ORCHARD PLOT.  IT PROJECTS ABOUT 6 INCHES AND IS STAMPED
 KV3657'ELEPHANT NO. 1 1942.
 KV3657'
 KV3657'REFERENCE MARK NO. 2 IS LOCATED NW OF THE STATION ALONGISDE A SMALL
 KV3657'SHED AT THE SE EDGE OF THE BARN LOT.  IT PROJECTS ABOUT 6 INCHES
 KV3657'AND IS STAMPED ELEPHANT NO. 2 1942.
 KV3657'
 KV3657'THE AZIMUTH MARK IS LOCATED 0.35 MILE BY ROAD SW OF THE STATION ON
 KV3657'THE W SIDE OF STATE HIGHWAY 563.  IT IS 72 FEET S OF THE SECOND
 KV3657'TELEPHONE POLE S OF A POWER LINE CORNER POLE ON THE OPPOSITE SIDE OF
 KV3657'THE ROAD.  IT IS DIRECTLY UNDER THE TELEPHONE LINE AND 17 FEET W
 KV3657'OF THE CENTER OF HIGHWAY 563.  IT PROJECTS ABOUT 6 INCHES AND IS
 KV3657'STAMPED ELEPHANT 1942.
 KV3657'
 KV3657'TO REACH THE STATION FROM THE VILLAGE OF HARROW AT THE JUNCTION OF
 KV3657'U.S. HIGHWAY 611 AND STATE HIGHWAY 563, GO WESTERLY ON STATE
 KV3657'HIGHWAY 563 FOR 6.5 MILES TO THE ELEPHANT INN ON THE LEFT AND THE
 KV3657'STATION AS DESCRIBED.
 KV3657'
 KV3657'A 50-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT HILLTOWN.
 KV3657'
 KV3657'A 37-FOOT TOWER WILL SEE A 50-FOOT LIGHT AT HAYCOCK 2 1929.
 KV3657'
 KV3657'A 37-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT GROSS.
 KV3657
 KV3657                          STATION RECOVERY (1942)
 KV3657
 KV3657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KV3657'STATION, REFERENCE, AND AZIMUTH MARKS RECOVERED AS DESCRIBED, AND
 KV3657'FOUND IN GOOD CONDITION EXCEPT THAT THE DISTANCES TO THE REFERENCE
 KV3657'MARKS WERE INTERCHANGED.  ORIGINAL DESCRIPTION ADEQUATE.
 KV3657'
 KV3657'A 77-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 KV3657
 KV3657                          STATION RECOVERY (2005)
 KV3657
 KV3657'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (HBH)
 KV3657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1681 ***********************************************************************
 LZ1681  DESIGNATION -  ELK
 LZ1681  PID         -  LZ1681
 LZ1681  STATE/COUNTY-  PA/TIOGA
 LZ1681  USGS QUAD   -  ELKLAND (1969)
 LZ1681
 LZ1681                         *CURRENT SURVEY CONTROL
 LZ1681  ___________________________________________________________________
 LZ1681* NAD 83(1992)-  41 58 16.45144(N)    077 17 03.91126(W)     ADJUSTED  
 LZ1681* NAVD 88     -       546.     (meters)    1791.     (feet)  SCALED    
 LZ1681  ___________________________________________________________________
 LZ1681  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 LZ1681  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 LZ1681
 LZ1681  HORZ ORDER  -  FIRST
 LZ1681
 LZ1681.The horizontal coordinates were established by classical geodetic methods
 LZ1681.and adjusted by the National Geodetic Survey in June 2002..
 LZ1681
 LZ1681.The orthometric height was scaled from a topographic map.
 LZ1681
 LZ1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1681
 LZ1681.The geoid height was determined by GEOID03.
 LZ1681
 LZ1681;                    North         East     Units Scale Factor Converg.
 LZ1681;SPC PA N     -   200,513.932   638,590.991   MT  1.00000352   +0 18 28.8
 LZ1681;SPC PA N     -   657,852.79  2,095,110.61   sFT  1.00000352   +0 18 28.8
 LZ1681;SPC NY C     -   219,137.079   191,891.778   MT  0.99997903   -0 28 07.9
 LZ1681;SPC NY C     -   718,952.23    629,564.94   sFT  0.99997903   -0 28 07.9
 LZ1681;UTM  18      - 4,649,106.836   310,719.226   MT  1.00004087   -1 31 41.4
 LZ1681
 LZ1681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1681!SPC PA N     -   0.99991946  x   1.00000352  =   0.99992298
 LZ1681!SPC NY C     -   0.99991946  x   0.99997903  =   0.99989849
 LZ1681!UTM  18      -   0.99991946  x   1.00004087  =   0.99996033
 LZ1681
 LZ1681:                Primary Azimuth Mark                     Grid Az
 LZ1681:SPC PA N     -  FREEMAN                                  016 00 53.0
 LZ1681:SPC NY C     -  FREEMAN                                  016 47 29.7
 LZ1681:UTM  18      -  FREEMAN                                  017 51 03.2
 LZ1681
 LZ1681|---------------------------------------------------------------------|
 LZ1681| PID    Reference Object                     Distance      Geod. Az  |
 LZ1681|                                                           dddmmss.s |
 LZ1681| NB1916 FREEMAN                             APPROX.10.9 KM 0161921.8 |
 LZ1681| CJ9731 ELK RM 1                             18.520 METERS 24901     |
 LZ1681| LZ1682 ELKLAND TANNERY STACK               APPROX. 3.1 KM 3200538.3 |
 LZ1681| CJ9732 ELK RM 2                             24.830 METERS 32505     |
 LZ1681|---------------------------------------------------------------------|
 LZ1681
 LZ1681                          SUPERSEDED SURVEY CONTROL
 LZ1681
 LZ1681  NAD 83(1996)-  41 58 16.45032(N)    077 17 03.91141(W) AD(       ) 1
 LZ1681  NAD 83(1986)-  41 58 16.45297(N)    077 17 03.90747(W) AD(       ) 1
 LZ1681  NAD 27      -  41 58 16.18900(N)    077 17 04.98100(W) AD(       ) 1
 LZ1681
 LZ1681.Superseded values are not recommended for survey control.
 LZ1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1681.See file dsdata.txt to determine how the superseded data were derived.
 LZ1681
 LZ1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM1071949107(NAD 83)
 LZ1681_MARKER: Z = SEE DESCRIPTION
 LZ1681_SETTING: 0 = UNSPECIFIED SETTING
 LZ1681
 LZ1681  HISTORY     - Date     Condition        Report By
 LZ1681  HISTORY     - 1929     MONUMENTED       CGS
 LZ1681  HISTORY     - 1939     SEE DESCRIPTION  CGS
 LZ1681  HISTORY     - 1970     SEE DESCRIPTION  NGS
 LZ1681
 LZ1681                          STATION DESCRIPTION
 LZ1681
 LZ1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 LZ1681'THIS STATION IS IN NELSON TOWNSHIP, ABOUT 2 MILES SE OF THE VILLAGE
 LZ1681'OF ELKLAND, ON PROPERTY OWNED BY EDWIN SMITH WHO LIVES
 LZ1681'ON THE MAIN HIGHWAY ABOUT 1-1/2 MILES E OF ELKLAND.  THE STATION IS
 LZ1681'ON TOP OF A HIGH THINLY WOODED KNOLL.  THERE IS CONSIDERABLE
 LZ1681'ROCK OUTCROP TO THE N AND W OF THE STATION.  TO THE S THERE IS NONE
 LZ1681'AND THE GROUND IS ALMOST LEVEL FOR SOME DISTANCE.  THE GROUND
 LZ1681'SLOPES DOWNWARD JUST E OF THE STATION.
 LZ1681'
 LZ1681'THE STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 LZ1681'A BOULDER WHICH IS ABOUT 2 FEET WIDE AND 3 FEET LONG AND ABOUT 6
 LZ1681'INCHES ABOVE THE SURFACE OF THE GROUND.  THE BOULDER RESTS ON BEDROCK
 LZ1681'ABOUT 9 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 LZ1681'UNDERGROUND MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 LZ1681'THIS BEDROCK.
 LZ1681'
 LZ1681'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LZ1681'IN ROCK OUTCROP THAT IS ABOUT 15 FEET LONG, 6 FEET WIDE AND 1
 LZ1681'1/2 FEET ABOVE THE SURFACE OF THE GROUND.
 LZ1681'
 LZ1681'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LZ1681'IN ROCK OUTCROP THAT IS ABOUT 7 FEET BY 12 FEET ACROSS, FLUSH WITH
 LZ1681'THE GROUND TO THE N AND ABOUT 3 FEET ABOVE THE GROUND ON THE S.
 LZ1681'
 LZ1681'TO REACH THE STATION FROM ELKLAND GO S AT TRAFFIC LIGHT ACROSS BRIDGE
 LZ1681'OVER COWANESQUE RIVER.  JUST AFTER CROSSING THE RIVER
 LZ1681'TURN LEFT AND GO 1.2 MILES IN AN EASTERLY DIRECTION TO A POINT WHERE
 LZ1681'THERE IS A ROAD WHICH TURNS TO THE S OFF A HIGH FILL OVER A
 LZ1681'BRIDGE AND GOES THROUGH A WOODEN GATE.  FOLLOW THIS ROAD, WHICH IS
 LZ1681'ROUGH AND LITTLE USED, TO THE SOUTHWARD.  FOLLOW IT TO A
 LZ1681'DESERTED FARM WITH A HOUSE ON THE E OF THE ROAD AND THE BARN ON THE
 LZ1681'LEFT.  PASS THROUGH FARMYARD AND CONTINUE S ABOUT 300 YARDS.  THEN
 LZ1681'TURN E AND GO ABOUT 150 YARDS TO TOP OF HILL AND STATION.
 LZ1681'
 LZ1681'HEIGHT OF SIGNAL ABOVE STATION MARK 33 METERS.
 LZ1681
 LZ1681                          STATION RECOVERY (1939)
 LZ1681
 LZ1681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 LZ1681'STATION WAS RECOVERED AND THE DISK IN THE SURFACE MARK FOUND TO HAVE
 LZ1681'BEEN REMOVED.  A NEW DISK WAS SET IN THE DRILL HOLE AND STAMPED
 LZ1681'ELK 1929-1939.  THE REFERENCE MARKS WERE FOUND TO BE IN GOOD
 LZ1681'CONDITION.  THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH
 LZ1681'MARK.
 LZ1681'
 LZ1681'THE STATION IS IN NELSON TOWNSHIP, ABOUT 2 MILES AIR LINE SE OF
 LZ1681'ELKLAND, ON THE PROPERTY OF EDWIN SMITH, ON TOP OF A TIMBER
 LZ1681'COVERED HILL.
 LZ1681'
 LZ1681'THE SURFACE MARK IS STAMPED ELK 1929-1939.  THE OTHER MARKS ARE
 LZ1681'STAMPED ELK 1929.
 LZ1681'
 LZ1681'TO REACH THE STATION FROM ELKLAND GO S FROM THE TRAFFIC LIGHT TO THE
 LZ1681'BRIDGE ACROSS THE COWANESQUE RIVER, TURN RIGHT AND GO
 LZ1681'UPHILL ON MAIN ROAD FOR 1.0 MILE TO FORKS, TURN RIGHT, E, AND GO 0.4
 LZ1681'MILE, CONTINUE STRAIGHT AHEAD AT FORKS AND GO 0.1 MILE
 LZ1681'TO MR. VICK BAKERS HOUSE, CONTINUE ON ROAD THROUGH YARD AND TAKE LEFT
 LZ1681'FORK JUST BEFORE REACHING GATE.  FOLLOW DIM ROAD 0.15 MILE
 LZ1681'TO EDGE OF CULTIVATED FIELD, FOLLOW TRACKS ACROSS FIELD 0.2 MILE
 LZ1681'TO EDGE OF TIMBER.  CONTINUE THROUGH TIMBER 0.7 MILE TO ANOTHER
 LZ1681'FIELD (UNCULTIVATED).  CONTINUE ACROSS FIELD, BEARING E, TO AN
 LZ1681'OPENING IN THE FENCE.  THE STATION IS 200 YARDS SE OF HERE ON HIGHEST
 LZ1681'POINT OF THE HILL.
 LZ1681'
 LZ1681'STATIONS CATON, BALDWIN, AND KEENEY ARE VISIBLE AT 40 FEET, STATION
 LZ1681'FREEMAN SEES THROUGH THE TREES AT 90 FEET.
 LZ1681'
 LZ1681'THE DIRECTION TO BOTH REFERENCE MARKS WAS FOUND TO BE IN ERROR.
 LZ1681'
 LZ1681'THE ANGLE ELK-BALDWIN-KEENEY CHECKED.
 LZ1681'
 LZ1681'A POST PAINTED WHITE, 4 INCHES SQUARE AND 5 FEET LONG WITH U.S.
 LZ1681'TRIANGULATION STAMPED ON IT WAS SET AT THE STATION.  IT PROJECTS
 LZ1681'2 FEET ABOVE THE SURFACE.
 LZ1681
 LZ1681                          STATION RECOVERY (1970)
 LZ1681
 LZ1681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JPM)
 LZ1681'STATION MARK, REFERENCE MARKS 1 AND 2 FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2785 ***********************************************************************
 LY2785  DESIGNATION -  ELK
 LY2785  PID         -  LY2785
 LY2785  STATE/COUNTY-  PA/SUSQUEHANNA
 LY2785  USGS QUAD   -  CLIFFORD (1994)
 LY2785
 LY2785                         *CURRENT SURVEY CONTROL
 LY2785  ___________________________________________________________________
 LY2785* NAD 83(1992)-  41 42 54.05916(N)    075 33 38.80029(W)     ADJUSTED  
 LY2785* NAVD 88     -       821.     (meters)    2694.     (feet)  SCALED    
 LY2785  ___________________________________________________________________
 LY2785  LAPLACE CORR-           4.98  (seconds)                    DEFLEC99
 LY2785  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 LY2785
 LY2785  HORZ ORDER  -  FIRST
 LY2785
 LY2785.The horizontal coordinates were established by classical geodetic methods
 LY2785.and adjusted by the National Geodetic Survey in June 2002..
 LY2785
 LY2785.The orthometric height was scaled from a topographic map.
 LY2785
 LY2785.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2785
 LY2785.The geoid height was determined by GEOID03.
 LY2785
 LY2785;                    North         East     Units Scale Factor Converg.
 LY2785;SPC PA N     -   174,254.553   782,160.949   MT  0.99997030   +1 26 53.7
 LY2785;SPC PA N     -   571,700.15  2,566,139.71   sFT  0.99997030   +1 26 53.7
 LY2785;UTM  18      - 4,618,287.524   453,350.982   MT  0.99962678   -0 22 23.4
 LY2785
 LY2785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2785!SPC PA N     -   0.99987608  x   0.99997030  =   0.99984639
 LY2785!UTM  18      -   0.99987608  x   0.99962678  =   0.99950291
 LY2785
 LY2785|---------------------------------------------------------------------|
 LY2785| PID    Reference Object                     Distance      Geod. Az  |
 LY2785|                                                           dddmmss.s |
 LY2785| LY2786 TT 24 A USGS 1942                     5.422 METERS 03417     |
 LY2785| LY2787 ELK MOUNTAIN LOT 1959                 6.233 METERS 03726     |
 LY2785| LY2674 QUARRY                              APPROX. 8.6 KM 0902246.7 |
 LY2785| CB3239 ELK AZ MK                                          1273050.1 |
 LY2785| LY2729 AIRWAY BCN 18 B W OF SCRANTON       APPROX.35.2 KM 2054355.5 |
 LY2785| CB3241 ELK RM 2                             25.269 METERS 22217     |
 LY2785| LY2802 BUFFALO NEW YORK AIRWAY BCN 17      APPROX.34.6 KM 2344646.8 |
 LY2785|---------------------------------------------------------------------|
 LY2785
 LY2785                          SUPERSEDED SURVEY CONTROL
 LY2785
 LY2785  NAD 83(1996)-  41 42 54.05858(N)    075 33 38.80002(W) AD(       ) 1
 LY2785  NAD 83(1996)-  41 42 54.05864(N)    075 33 38.80003(W) AD(       ) 1
 LY2785  NAD 83(1986)-  41 42 54.05980(N)    075 33 38.79941(W) AD(       ) 1
 LY2785  NAD 27      -  41 42 53.76800(N)    075 33 40.11800(W) AD(       ) 1
 LY2785
 LY2785.Superseded values are not recommended for survey control.
 LY2785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2785.See file dsdata.txt to determine how the superseded data were derived.
 LY2785
 LY2785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM5335118288(NAD 83)
 LY2785_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2785
 LY2785  HISTORY     - Date     Condition        Report By
 LY2785  HISTORY     - 1942     MONUMENTED       CGS
 LY2785  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LY2785  HISTORY     - 1974     SEE DESCRIPTION  NGS
 LY2785
 LY2785                          STATION DESCRIPTION
 LY2785
 LY2785'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 LY2785'STATION IS LOCATED ABOUT 4 MILES W OF UNION DALE ON THE SUMMIT OF THE
 LY2785'N KNOB OF ELK HILL, A VERY PROMINENT HEAVILY TIMBERED HILL.  IT
 LY2785'IS 20.5 FEET SW OF THE CENTER OF THE ELK MOUNTAIN LOOKOUT TOWER AND
 LY2785'50 FEET SSW OF A SMALL, WHITE RANGERS HOUSE.  IT IS STAMPED ELK
 LY2785'1942 AND PROJECTS 8 INCHES.
 LY2785'
 LY2785'SURFACE, UNDERGROUND, REFERENCE MARK NO. 2, AND AZIMUTH MARK ARE
 LY2785'STANDARD BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A,
 LY2785'7A, AND 11A.
 LY2785'
 LY2785'REFERENCE MARK NO. 1 IS NE OF THE STATION AND IS SET IN A DRILL HOLE
 LY2785'IN THE CONCRETE STEP AT THE FOOT OF THE STAIRWAY TO THE LOOKOUT
 LY2785'TOWER.  IT IS A STANDARD USGS DISK STAMPED TT STA NO 24A 1929.
 LY2785'
 LY2785'REFERENCE MARK NO. 2 IS SW OF THE STATION AND 10 FEET SW OF THE
 LY2785'CENTER LINE OF THE ROAD LEADING TO THE LOOKOUT TOWER.  IT IS
 LY2785'STAMPED ELK NO 2 1942 AND PROJECTS 4 INCHES.
 LY2785'
 LY2785'THE AZIMUTH MARK IS SE OF THE STATION ON THE PROPERTY OF C.H.
 LY2785'WILDENBURG.  IT IS ABOUT 115 FEET SE OF THE WILDENBURG HOUSE, 21
 LY2785'FEET E OF THE CENTER LINE OF THE DIRT ROAD AND 3 FEET W OF AN OLD
 LY2785'UNPAINTED BARN.  IT IS STAMPED ELK 1942 AND PROJECTS 8 INCHES.
 LY2785'
 LY2785'ELK MOUNTAIN LOOKOUT TOWER (1929) WAS LOCATED BY DISTANCE AND
 LY2785'DIRECTION FROM TRIANGULATION STATION ELK.  THE TOWER IS NE OF THE
 LY2785'STATION.  IT IS OF STEEL CONSTRUCTION WITH A GLASS ENCLOSED CROWS
 LY2785'NEST.  THE SUPPORTING LEGS ARE UNPAINTED AND THE CROWS NEST IS
 LY2785'PAINTED RED WITH THE NUMBER 65 IN LARGE BLACK LETTERS ON ALL FOUR
 LY2785'SIDES.  IT IS ABOUT 70 FEET IN HEIGHT.
 LY2785'
 LY2785'TO REACH THE STATION FROM THE POST OFFICE IN UNION DALE GO W ON A
 LY2785'MACADAM ROAD FOR 1.6 MILES TO A T-INTERSECTION, TURN LEFT FOR 0.8
 LY2785'MILE TO A T-INTERSECTION, TURN RIGHT FOR 1.0 MILE TO A
 LY2785'T-INTERSECTION, TURN LEFT FOR 0.65 MILE TO A CROSS ROAD.  (TO REACH
 LY2785'THE AZIMUTH MARK FROM THIS POINT TURN LEFT ON A GRADED DIRT ROAD FOR
 LY2785'0.9 MILE TO A CROSS-ROAD, TURN RIGHT FOR 0.8 MILE TO A
 LY2785'T-INTERSECTION, TURN LEFT FOR 0.3 MILE TO FARMYARD AND THE MARK ON
 LY2785'THE LEFT.) CONTINUE AHEAD FOR 0.8 MILE TO A Y-INTERSECTION THE LEFT
 LY2785'FORK BEING A NARROW DIRT ROAD.  TURN LEFT FOR 1.1 MILES TO THE SUMMIT
 LY2785'OF THE HILL AND THE STATION.
 LY2785'
 LY2785'A 64-FOOT SIGNAL AT QUARRY, A 64-FOOT SIGNAL AT MOOSIC, A 64-FOOT
 LY2785'SIGNAL AT DUTKO, A 37-FOOT SIGNAL AT WATKINS 1929 AND A 64-FOOT
 LY2785'SIGNAL AT OAKLEY 1929 ARE VISIBLE AT 50 FEET.
 LY2785
 LY2785                          STATION RECOVERY (1959)
 LY2785
 LY2785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY2785'ALL MARKS WITH THE EXCEPTION OF REFERENCE MARK 1 HAVE BEEN DESTROYED.
 LY2785'THE CAA HAS ESTABLISHED A RANGE STATION AND THE TENNESSEE GAS
 LY2785'TRANSMISSION COMPANY HAS CONSTRUCTED A RADIO MAST AT THE STATION
 LY2785'SITE.  THE MARKS WERE PROBABLY DESTROYED DURING THE NEW
 LY2785'CONSTRUCTION.  THE ELK MOUNTAIN LOOKOUT TOWER IS STILL THERE.
 LY2785'TRIANGULATION STATION ELK 2 WAS ESTABLISHED NORTH OF THE
 LY2785'OLD STATION.
 LY2785
 LY2785                          STATION RECOVERY (1974)
 LY2785
 LY2785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LY2785'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND
 LY2785'DESTROYED AS REPORTED IN THE 1959 DESCRIPTION.  THE USGS STATION T
 LY2785'T STA 24A 1942 WHICH WAS REFERENCE MARK 1 FOR THIS STATION WAS
 LY2785'RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED.
 LY2785'
 LY2785'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-4 MILES WEST OF
 LY2785'UNIONDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2782 ***********************************************************************
 LY2782  DESIGNATION -  ELK 2
 LY2782  PID         -  LY2782
 LY2782  STATE/COUNTY-  PA/SUSQUEHANNA
 LY2782  USGS QUAD   -  CLIFFORD (1994)
 LY2782
 LY2782                         *CURRENT SURVEY CONTROL
 LY2782  ___________________________________________________________________
 LY2782* NAD 83(1992)-  41 42 55.02206(N)    075 33 39.53603(W)     ADJUSTED  
 LY2782* NAVD 88     -       820.6    (meters)    2692.     (feet)  VERTCON   
 LY2782  ___________________________________________________________________
 LY2782  LAPLACE CORR-           5.01  (seconds)                    DEFLEC99
 LY2782  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 LY2782
 LY2782  HORZ ORDER  -  THIRD
 LY2782
 LY2782.The horizontal coordinates were established by classical geodetic methods
 LY2782.and adjusted by the National Geodetic Survey in June 2002..
 LY2782
 LY2782.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2782
 LY2782.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2782
 LY2782.The geoid height was determined by GEOID03.
 LY2782
 LY2782;                    North         East     Units Scale Factor Converg.
 LY2782;SPC PA N     -   174,283.820   782,143.197   MT  0.99997032   +1 26 53.2
 LY2782;SPC PA N     -   571,796.17  2,566,081.47   sFT  0.99997032   +1 26 53.2
 LY2782;UTM  18      - 4,618,317.331   453,334.174   MT  0.99962680   -0 22 23.9
 LY2782
 LY2782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2782!SPC PA N     -   0.99987612  x   0.99997032  =   0.99984644
 LY2782!UTM  18      -   0.99987612  x   0.99962680  =   0.99950296
 LY2782
 LY2782|---------------------------------------------------------------------|
 LY2782| PID    Reference Object                     Distance      Geod. Az  |
 LY2782|                                                           dddmmss.s |
 LY2782| CB3243 ELK 2 RM 3                           20.894 METERS 02902     |
 LY2782| CB3242 ELK 2 AZ MK                                        2844706.6 |
 LY2782|---------------------------------------------------------------------|
 LY2782
 LY2782                          SUPERSEDED SURVEY CONTROL
 LY2782
 LY2782  NAD 83(1996)-  41 42 55.02143(N)    075 33 39.53584(W) AD(       ) 3
 LY2782  NAD 83(1996)-  41 42 55.02146(N)    075 33 39.53586(W) AD(       ) 3
 LY2782  NAD 83(1986)-  41 42 55.02233(N)    075 33 39.53559(W) AD(       ) 3
 LY2782  NAD 27      -  41 42 54.74700(N)    075 33 40.88510(W) AD(       ) 3
 LY2782  NGVD 29 (07/19/86)  820.8    (m)         2693.     (f) VERT ANG       
 LY2782
 LY2782.Superseded values are not recommended for survey control.
 LY2782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2782.See file dsdata.txt to determine how the superseded data were derived.
 LY2782
 LY2782_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM5333418317(NAD 83)
 LY2782_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2782
 LY2782  HISTORY     - Date     Condition        Report By
 LY2782  HISTORY     - 1959     MONUMENTED       CGS
 LY2782  HISTORY     - 1974     SEE DESCRIPTION  NGS
 LY2782
 LY2782                          STATION DESCRIPTION
 LY2782
 LY2782'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY2782'STATION IS LOCATED ON THE NORTH KNOB OF ELK MOUNTAIN, ABOUT 4 MILES
 LY2782'WEST OF UNION DALE, 5 MILES NORTHEAST OF CLIFFORD AND 106 FEET
 LY2782'NORTHWEST OF THE CENTER OF ELK MOUNTAIN LOOKOUT TOWER.
 LY2782'
 LY2782'STATION IS REACHED FROM THE TRAFFIC LIGHT IN THE NORTHWEST EDGE OF
 LY2782'CLIFFORD.  GO NORTHWEST ON U.S. HIGHWAY 106 FOR 2.95 MILES TO A
 LY2782'PAVED ROAD RIGHT AND A SERVICE STATION IN THE NORTHWEST ANGLE.  TURN
 LY2782'RIGHT AND GO NORTH ON STATE ROUTE 57045 FOR 1.52 MILES, JUNCTION
 LY2782'WITH STATE ROUTE 57044.  TURN RIGHT AND FOLLOW ROUTE 57044 FOR 0.48
 LY2782'MILE, JUNCTION WITH ROUTE 57739, CONTINUE STRAIGHT AHEAD, ON ROUTE
 LY2782'57044 FOR 1.28 MILES, AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT
 LY2782'AHEAD, ON ROUTE 57044 FOR 1.53 MILES, SHARP REVERSE FORK RIGHT.
 LY2782'TURN RIGHT AND FOLLOW A PRIVATE GRAVELED ROAD, UPHILL FOR 0.15
 LY2782'MILE, SUMMIT OF HILL, 5 MASTS, ELK MOUNTAIN LOOKOUT TOWER AND
 LY2782'STATION.
 LY2782'
 LY2782'STATION MARK IS A STANDARD DISK, STAMPED ELK 2 1959, SET IN THE TOP
 LY2782'OF A SQUARE CONCRETE MONUMENT, PROJECTING ABOUT 1 INCH.  IT IS
 LY2782'ABOUT 106 FEET NORTHWEST OF THE CENTER OF THE LOOKOUT TOWER, 65 FEET
 LY2782'WEST-NORTHWEST OF A TRACK ROAD, 57 FEET WEST OF THE NORTHWEST
 LY2782'CORNER OF A SMALL SHEET IRON BUILDING AND 4.9 FEET EAST OF A STANDARD
 LY2782'METAL WITNESS POST.
 LY2782'
 LY2782'REFERENCE MARK 1 IS A STANDARD U.S. GEOLOGICAL SURVEY MARK, STAMPED
 LY2782'TT STA. NO 24A 1929, CEMENTED IN A DRILL HOLE, IN THE TOP OF A
 LY2782'SQUARE CONCRETE BASE WHICH IS FOR THE STEPS WHICH LEAD TO THE TOP OF
 LY2782'THE LOOKOUT TOWER.
 LY2782'
 LY2782'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED ELK 2 NO 3 1959,
 LY2782'CEMENTED IN A DRILL HOLE, IN THE TOP OF LIMESTONE BEDROCK THAT IS
 LY2782'ABOUT 2 INCHES BELOW THE GROUND SURFACE.  IT IS ABOUT 34 FEET
 LY2782'NORTHWEST OF THE TENNESSEE GAS COMPANY, RADIO MAST AND ABOUT 31
 LY2782'FEET NORTH OF THE NORTHWEST CORNER OF THE SMALL SHEET IRON BUILDING.
 LY2782'
 LY2782'AZIMUTH MARK IS A STANDARD DISK, STAMPED ELK 2 1959, SET IN THE TOP
 LY2782'OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 1 INCH.  IT IS
 LY2782'ABOUT 18 FEET WEST OF THE CENTER OF STATE ROUTE 57044, 2 FEET EAST OF
 LY2782'A WIRE FENCE, 20 FEET SOUTH OF A 24- INCH MAPLE TREE AND 3.2 FEET
 LY2782'NORTHEAST OF A STANDARD METAL WITNESS POST.
 LY2782'
 LY2782'TENNESSEE GAS TRANSMISSION CO., RADIO MAST IS A 3-STEEL LEG LATTICED
 LY2782'TYPE STRUCTURE, SET IN A TRIANGULAR CONCRETE BASE.  THE STRUCTURE IS
 LY2782'APPROXIMATELY 110 FEET IN HEIGHT, ORANGE AND WHITE IN COLOR AND HAS
 LY2782'AN ANTENNA AND RED LIGHT MOUNTED ON THE TOP.  IT IS ABOUT 100 FEET
 LY2782'NORTH OF THE LOOKOUT TOWER AND ABOUT 9 FEET NORTHEAST OF THE SMALL
 LY2782'SHEET IRON BUILDING.
 LY2782'
 LY2782'ELK MOUNTAIN LOOKOUT TOWER IS A 4-STEEL LEGGED STRUCTURE WITH AN
 LY2782'OBSERVATION ENCLOSURE MOUNTED AT THE TOP.  IT IS ABOUT 70 FEET IN
 LY2782'HEIGHT AND THE CENTER OF THE TOWER IS ABOUT 53 FEET NORTH-NORTHEAST
 LY2782'OF THE NORTHEAST CORNER OF A LARGE COMMUNICATIONS BUILDING.
 LY2782'
 LY2782'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 LY2782
 LY2782                          STATION RECOVERY (1974)
 LY2782
 LY2782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LY2782'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 LY2782'AS DESCRIBED IN THE 1959 DESCRIPTION.  REFERENCE MARK 3 WAS
 LY2782'REPORTED NOT FOUND IN 1973.  I FOUND IT UNDER 2 INCHES OF GROUND AS
 LY2782'STATED IN THE 1959 DESCRIPTION.  A NEW WITNESS POST WAS
 LY2782'ESTABLISHED 1.8 FEET EAST OF THE AZIMUTH MARK.
 LY2782'
 LY2782'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 4 MILES WEST OF
 LY2782'UNION DALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0247 ***********************************************************************
 ND0247  DESIGNATION -  ELK CREEK
 ND0247  PID         -  ND0247
 ND0247  STATE/COUNTY-  PA/ERIE
 ND0247  USGS QUAD   -  FAIRVIEW (1998)
 ND0247
 ND0247                         *CURRENT SURVEY CONTROL
 ND0247  ___________________________________________________________________
 ND0247* NAD 83(1992)-  42 01 27.63176(N)    080 22 25.53275(W)     ADJUSTED  
 ND0247* NAVD 88     -       176.     (meters)     577.     (feet)  VERTCON   
 ND0247  ___________________________________________________________________
 ND0247  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 ND0247  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 ND0247
 ND0247  HORZ ORDER  -  SECOND
 ND0247
 ND0247.The horizontal coordinates were established by classical geodetic methods
 ND0247.and adjusted by the National Geodetic Survey in June 2002..
 ND0247
 ND0247.The NAVD 88 height was computed by applying the VERTCON shift value to
 ND0247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ND0247
 ND0247.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0247
 ND0247.The geoid height was determined by GEOID03.
 ND0247
 ND0247;                    North         East     Units Scale Factor Converg.
 ND0247;SPC PA N     -   209,600.073   382,732.858   MT  1.00001291   -1 44 08.6
 ND0247;SPC PA N     -   687,662.91  1,255,682.72   sFT  1.00001291   -1 44 08.6
 ND0247;SPC OH N     -   263,973.046   776,089.937   MT  1.00007870   +1 23 48.6
 ND0247;UTM  17      - 4,652,668.588   551,844.120   MT  0.99963307   +0 25 09.3
 ND0247
 ND0247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ND0247!SPC PA N     -   0.99997788  x   1.00001291  =   0.99999079
 ND0247!SPC OH N     -   0.99997788  x   1.00007870  =   1.00005658
 ND0247!UTM  17      -   0.99997788  x   0.99963307  =   0.99961096
 ND0247
 ND0247:                Primary Azimuth Mark                     Grid Az
 ND0247:SPC PA N     -  ELK CREEK RM 3                           089 56 08.5
 ND0247:SPC OH N     -  ELK CREEK RM 3                           086 48 11.3
 ND0247:UTM  17      -  ELK CREEK RM 3                           087 46 50.6
 ND0247
 ND0247|---------------------------------------------------------------------|
 ND0247| PID    Reference Object                     Distance      Geod. Az  |
 ND0247|                                                           dddmmss.s |
 ND0247| CZ9357 ELK CREEK RM 3                                     0881159.9 |
 ND0247| CZ9355 ELK CREEK RM 1                       18.459 METERS 13452     |
 ND0247| CZ9356 ELK CREEK RM 2                       24.552 METERS 21807     |
 ND0247|---------------------------------------------------------------------|
 ND0247
 ND0247                          SUPERSEDED SURVEY CONTROL
 ND0247
 ND0247  NAD 83(1995)-  42 01 27.63326(N)    080 22 25.53259(W) AD(       ) 2
 ND0247  NAD 83(1986)-  42 01 27.63451(N)    080 22 25.53354(W) AD(       ) 2
 ND0247  NAD 27      -  42 01 27.40125(N)    080 22 26.24672(W) AD(       ) 2
 ND0247  NGVD 29 (07/19/86)  176.     (m)          577.     (f) VERT ANG       
 ND0247
 ND0247.Superseded values are not recommended for survey control.
 ND0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0247.See file dsdata.txt to determine how the superseded data were derived.
 ND0247
 ND0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG5184452669(NAD 83)
 ND0247_MARKER: I = METAL ROD
 ND0247_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 ND0247_SP_SET: UNSPECIFIED SHALLOW SETTING (<10
 ND0247
 ND0247  HISTORY     - Date     Condition        Report By
 ND0247  HISTORY     - 1975     MONUMENTED       USLS
 ND0247
 ND0247                          STATION DESCRIPTION
 ND0247
 ND0247'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 ND0247'SECOND ORDER EODM TRAVERSE STATION--CLEVELAND-BUFFALO SCHEME
 ND0247'
 ND0247'STATION IS LOCATED ABOUT 18 MILES SOUTHWEST OF ERIE, PA., 10
 ND0247'MILES EAST OF CONNEAUT, OHIO, ON THE WEST SIDE OF ELK CREEKS
 ND0247'MOUTH AT LAKE ERIE, ABOUT 45 FEET SOUTH OF THE PRESENT LAKE ERIE
 ND0247'SHORELINE.  AND ABOUT 65 FEET WEST OF THE WEST BANK OF ELK CREEK.
 ND0247'
 ND0247'ACCESS TO THE STATION IS BEST ACHIEVED BY SMALL BOAT.  LANDING
 ND0247'JUST SOUTHERLY OF THE STATION ON THE WEST BANK OF ELK CREEK (THE
 ND0247'ENTRANCE OF WHICH IS HEAVILY SILTED), AND WALKING THE SHORT
 ND0247'DISTANCE ALONG THE RIVER BANK AND BEACH TO THE STATION.  IT IS
 ND0247'ALSO POSSIBLE TO REACH THE STATION BY VEHICLE ALONG PA. ROUTE
 ND0247'5.  HOWEVER, THIS REQUIRES A DIFFICULT WALK THROUGH DENSE WOODS
 ND0247'AND DOWN A STEEP BLUFF TO THE MOUTH OF ELK CREEK.
 ND0247'
 ND0247'THE STATION IS MARKED BY AN 8 FOOT LENGTH OF 1/2 INCH STEEL
 ND0247'REINFORCING BAR WITH AN X CUT ON THE TOP, (NO MONUMENT COULD BE
 ND0247'SET IN THE LOOSE SAND).  AND DRIVEN FLUSH WITH THE GROUND, AND IS
 ND0247'LOCATED 40.0 FEET NORTH OF AN ABANDONED UTILITY POLE.  NO OTHER
 ND0247'NATURAL REFERENCES WERE AVAILABLE.
 ND0247'
 ND0247'REFERENCE MARK 1 IS A STANDARD BRONZE DISK STAMPED ELK CREEK LSC
 ND0247'1975 NO 1 SET FLUSH WITH THE GROUND, AND LOCATED ABOUT 75 FEET
 ND0247'SOUTHWEST OF THE EASTERN BANK OF ELK CREEK AND 72.5 FEET NORTHEAST
 ND0247'OF AN 18 INCH BLAZED MAPLE TREE, AND 22.0 FEET SOUTHEAST OF THE
 ND0247'UTILITY POLE.
 ND0247'
 ND0247'REFERENCE MARK 2 IS A STANDARD BRONZE DISK STAMPED ELK CREEK
 ND0247'LSC 1975 NO. 2 SET FLUSH WITH THE GROUND, AND LOCATED ABOUT 65
 ND0247'FEET SOUTH OF THE PRESENT LAKE ERIE SHORELINE, AND 78.45 FEET
 ND0247'WEST OF THE ABANDONED UTILITY POLE.  A STANDARD METAL WITNESS
 ND0247'POST/SIGN WAS SET 1.5 FEET SOUTH OF RM 2.
 ND0247'
 ND0247'AZIMUTH MARK IS A STANDARD BRONZE DISK STAMPED ELK CREEK LSC
 ND0247'1975 NO. 3, SET FLUSH WITH THE GROUND, AND IS LOCATED ON THE EAST
 ND0247'SIDE OF ELK CREEK.
 ND0247'
 ND0247'TO REACH FROM PA. RT. 5, PROCEED NORTHWESTERLY ALONG ACCESS ROAD
 ND0247'ON THE EAST SIDE OF ELK CREEK, 1.0 MILES TO THE LAKE ERIE SHORE
 ND0247'AND THE MOUTH OF ELK CREEK.
 ND0247'
 ND0247'AZIMUTH MARK IS 59.65 FEET NORTH FROM THE NORTHWEST CORNER OF
 ND0247'MERRIMANS GROCERY STORE.  6.3 FEET NORTHEAST OF A UTILITY
 ND0247'POLE.  100.4 FEET NORTHEAST OF ANOTHER UTILITY POLE, AND 53 FEET
 ND0247'WEST OF A 6 INCH PINE TREE.
 ND0247'
 ND0247'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2787 ***********************************************************************
 LY2787  DESIGNATION -  ELK MOUNTAIN LOT 1959
 LY2787  PID         -  LY2787
 LY2787  STATE/COUNTY-  PA/SUSQUEHANNA
 LY2787  USGS QUAD   -  CLIFFORD (1994)
 LY2787
 LY2787                         *CURRENT SURVEY CONTROL
 LY2787  ___________________________________________________________________
 LY2787* NAD 83(1992)-  41 42 54.21960(N)    075 33 38.63642(W)     ADJUSTED  
 LY2787* NAVD 88     -                                                        
 LY2787  ___________________________________________________________________
 LY2787  LAPLACE CORR-           4.98  (seconds)                    DEFLEC99
 LY2787  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 LY2787
 LY2787  HORZ ORDER  -  THIRD
 LY2787
 LY2787.The horizontal coordinates were established by classical geodetic methods
 LY2787.and adjusted by the National Geodetic Survey in June 2002..
 LY2787
 LY2787
 LY2787.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2787
 LY2787.The geoid height was determined by GEOID03.
 LY2787
 LY2787;                    North         East     Units Scale Factor Converg.
 LY2787;SPC PA N     -   174,259.596   782,164.611   MT  0.99997030   +1 26 53.8
 LY2787;SPC PA N     -   571,716.69  2,566,151.73   sFT  0.99997030   +1 26 53.8
 LY2787;UTM  18      - 4,618,292.448   453,354.801   MT  0.99962677   -0 22 23.3
 LY2787
 LY2787                          SUPERSEDED SURVEY CONTROL
 LY2787
 LY2787  NAD 83(1996)-  41 42 54.21898(N)    075 33 38.63619(W) AD(       ) 4
 LY2787  NAD 83(1996)-  41 42 54.21903(N)    075 33 38.63621(W) AD(       ) 4
 LY2787  NAD 83(1986)-  41 42 54.22037(N)    075 33 38.63497(W) AD(       ) 4
 LY2787  NAD 27      -  41 42 53.94400(N)    075 33 39.98600(W) AD(       ) 3
 LY2787
 LY2787.Superseded values are not recommended for survey control.
 LY2787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2787.See file dsdata.txt to determine how the superseded data were derived.
 LY2787
 LY2787_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM5335518292(NAD 83)
 LY2787
 LY2787  HISTORY     - Date     Condition        Report By
 LY2787  HISTORY     - 1959     MONUMENTED       CGS
 LY2787
 LY2787                          STATION DESCRIPTION
 LY2787
 LY2787'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY2787'STATION IS LOCATED ON THE NORTH KNOB OF ELK MOUNTAIN, ABOUT 4 MILES
 LY2787'WEST OF UNION DALE, 5 MILES NORTHEAST OF CLIFFORD AND ABOUT 53
 LY2787'FEET NORTH-NORTHEAST OF A VERY LARGE COMMUNICATIONS BUILDING.  IT IS
 LY2787'A 4-STEEL LEGGED STRUCTURE WHICH HAS AN OBSERVATION ENCLOSURE
 LY2787'MOUNTED ON THE TOP.  IT IS APPROXIMATELY 70 FEET IN HEIGHT.  THE
 LY2787'CENTER OF THE TOWER IS 106.10 FEET AND 32.339 METERS SOUTHEAST OF
 LY2787'TRIANGULATION ELK 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2784 ***********************************************************************
 LY2784  DESIGNATION -  ELK MOUNTAIN RAD E MAST 1959
 LY2784  PID         -  LY2784
 LY2784  STATE/COUNTY-  PA/SUSQUEHANNA
 LY2784  USGS QUAD   -  CLIFFORD (1994)
 LY2784
 LY2784                         *CURRENT SURVEY CONTROL
 LY2784  ___________________________________________________________________
 LY2784* NAD 83(1992)-  41 42 53.62596(N)    075 33 38.13070(W)     ADJUSTED  
 LY2784* NAVD 88     -                                                        
 LY2784  ___________________________________________________________________
 LY2784  LAPLACE CORR-           4.96  (seconds)                    DEFLEC99
 LY2784  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 LY2784
 LY2784  HORZ ORDER  -  THIRD
 LY2784
 LY2784.The horizontal coordinates were established by classical geodetic methods
 LY2784.and adjusted by the National Geodetic Survey in June 2002..
 LY2784
 LY2784
 LY2784.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2784
 LY2784.The geoid height was determined by GEOID03.
 LY2784
 LY2784;                    North         East     Units Scale Factor Converg.
 LY2784;SPC PA N     -   174,241.583   782,176.760   MT  0.99997029   +1 26 54.2
 LY2784;SPC PA N     -   571,657.59  2,566,191.59   sFT  0.99997029   +1 26 54.2
 LY2784;UTM  18      - 4,618,274.064   453,366.367   MT  0.99962676   -0 22 22.9
 LY2784
 LY2784                          SUPERSEDED SURVEY CONTROL
 LY2784
 LY2784  NAD 83(1996)-  41 42 53.62532(N)    075 33 38.13051(W) AD(       ) 4
 LY2784  NAD 83(1996)-  41 42 53.62536(N)    075 33 38.13053(W) AD(       ) 4
 LY2784  NAD 83(1986)-  41 42 53.62623(N)    075 33 38.13027(W) AD(       ) 4
 LY2784  NAD 27      -  41 42 53.35100(N)    075 33 39.48000(W) AD(       ) 3
 LY2784
 LY2784.Superseded values are not recommended for survey control.
 LY2784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2784.See file dsdata.txt to determine how the superseded data were derived.
 LY2784
 LY2784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM5336618274(NAD 83)
 LY2784
 LY2784  HISTORY     - Date     Condition        Report By
 LY2784  HISTORY     - 1959     MONUMENTED       CGS
 LY2784
 LY2784                          STATION DESCRIPTION
 LY2784
 LY2784'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY2784'STATION IS LOCATED ON THE NORTH KNOB OF ELK MOUNTAIN, ABOUT 4 MILES
 LY2784'WEST OF UNION DALE, 5 MILES NORTHEAST OF CLIFFORD AND ABOUT 71
 LY2784'FEET SOUTHEAST OF THE CENTER OF THE ELK MOUNTAIN LOOKOUT TOWER.  IT
 LY2784'IS A 4-STEEL LEGGED STRUCTURE WHICH HAS A WALK-WAY MOUNTED NEAR THE
 LY2784'TOP.  AN ANTENNA AND A RED LIGHT IS MOUNTED ON THE WALK-WAY.  THE
 LY2784'MAST IS APPROXIMATELY 70 FEET IN HEIGHT AND THE LEGS OF THE MAST
 LY2784'ARE SET IN CONCRETE BASES WHICH PROJECT ABOUT 3 FEET.  THE MAST IS
 LY2784'THE EAST ONE OF FOUR MASTS WHICH ARE ALIKE.  THE CENTER OF THE MAST
 LY2784'IS 177.00 FEET AND 53.950 METERS SOUTHEAST OF TRIANGULATION
 LY2784'STATION ELK 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2783 ***********************************************************************
 LY2783  DESIGNATION -  ELK MTN TENN GAS CO MAST 1959
 LY2783  PID         -  LY2783
 LY2783  STATE/COUNTY-  PA/SUSQUEHANNA
 LY2783  USGS QUAD   -  CLIFFORD (1994)
 LY2783
 LY2783                         *CURRENT SURVEY CONTROL
 LY2783  ___________________________________________________________________
 LY2783* NAD 83(1992)-  41 42 55.46876(N)    075 33 38.67544(W)     ADJUSTED  
 LY2783* NAVD 88     -                                                        
 LY2783  ___________________________________________________________________
 LY2783  LAPLACE CORR-           4.98  (seconds)                    DEFLEC99
 LY2783  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 LY2783
 LY2783  HORZ ORDER  -  THIRD
 LY2783
 LY2783.The horizontal coordinates were established by classical geodetic methods
 LY2783.and adjusted by the National Geodetic Survey in June 2002..
 LY2783
 LY2783
 LY2783.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2783
 LY2783.The geoid height was determined by GEOID03.
 LY2783
 LY2783;                    North         East     Units Scale Factor Converg.
 LY2783;SPC PA N     -   174,298.100   782,162.735   MT  0.99997034   +1 26 53.8
 LY2783;SPC PA N     -   571,843.02  2,566,145.57   sFT  0.99997034   +1 26 53.8
 LY2783;UTM  18      - 4,618,330.978   453,354.150   MT  0.99962677   -0 22 23.3
 LY2783
 LY2783                          SUPERSEDED SURVEY CONTROL
 LY2783
 LY2783  NAD 83(1996)-  41 42 55.46813(N)    075 33 38.67525(W) AD(       ) 4
 LY2783  NAD 83(1996)-  41 42 55.46816(N)    075 33 38.67527(W) AD(       ) 4
 LY2783  NAD 83(1986)-  41 42 55.46903(N)    075 33 38.67501(W) AD(       ) 4
 LY2783  NAD 27      -  41 42 55.19400(N)    075 33 40.02400(W) AD(       ) 3
 LY2783
 LY2783.Superseded values are not recommended for survey control.
 LY2783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2783.See file dsdata.txt to determine how the superseded data were derived.
 LY2783
 LY2783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM5335418331(NAD 83)
 LY2783
 LY2783  HISTORY     - Date     Condition        Report By
 LY2783  HISTORY     - 1959     MONUMENTED       CGS
 LY2783
 LY2783                          STATION DESCRIPTION
 LY2783
 LY2783'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY2783'STATION IS LOCATED ON THE NORTH KNOB OF ELK MOUNTAIN WHICH IS ABOUT 4
 LY2783'MILES WEST OF UNION DALE AND ABOUT 5 MILES NORTHEAST OF
 LY2783'CLIFFORD.  IT IS 100 FEET NORTH OF THE ELK MOUNTAIN LOOKOUT TOWER AND
 LY2783'ABOUT 9 FEET NORTHEAST OF A SMALL SHEET IRON BUILDING.  IT IS A
 LY2783'3-STEEL LEG LATTICED TYPE STRUCTURE, SET IN A TRIANGULAR CONCRETE
 LY2783'BASE.  THE STRUCTURE IS APPROXIMATELY 110 FEET IN HEIGHT, AN ANTENNA
 LY2783'AND RED LIGHT IS MOUNTED AT THE TOP.  THE STRUCTURE IS ORANGE AND
 LY2783'WHITE IN COLOR.  THE CENTER OF THE MAST IS 79.40 FEET AND 24.202
 LY2783'METERS NORTHEAST OF TRIANGULATION STATION ELK 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3112 ***********************************************************************
 KW3112  DESIGNATION -  ELLENDALE
 KW3112  PID         -  KW3112
 KW3112  STATE/COUNTY-  PA/DAUPHIN
 KW3112  USGS QUAD   -  ENDERS (1974)
 KW3112
 KW3112                         *CURRENT SURVEY CONTROL
 KW3112  ___________________________________________________________________
 KW3112* NAD 83(1992)-  40 24 57.15466(N)    076 49 46.61436(W)     ADJUSTED  
 KW3112* NAVD 88     -       454.     (meters)    1489.     (feet)  SCALED    
 KW3112  ___________________________________________________________________
 KW3112  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 KW3112  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KW3112
 KW3112  HORZ ORDER  -  FIRST
 KW3112
 KW3112.The horizontal coordinates were established by classical geodetic methods
 KW3112.and adjusted by the National Geodetic Survey in June 2002..
 KW3112
 KW3112.The orthometric height was scaled from a topographic map.
 KW3112
 KW3112.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3112
 KW3112.The geoid height was determined by GEOID03.
 KW3112
 KW3112;                    North         East     Units Scale Factor Converg.
 KW3112;SPC PA S     -   120,607.137   678,111.777   MT  0.99995968   +0 35 49.7
 KW3112;SPC PA S     -   395,691.92  2,224,771.72   sFT  0.99995968   +0 35 49.7
 KW3112;UTM  18      - 4,475,524.225   344,771.913   MT  0.99989661   -1 11 11.2
 KW3112
 KW3112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3112!SPC PA S     -   0.99993417  x   0.99995968  =   0.99989386
 KW3112!UTM  18      -   0.99993417  x   0.99989661  =   0.99983079
 KW3112
 KW3112|---------------------------------------------------------------------|
 KW3112| PID    Reference Object                     Distance      Geod. Az  |
 KW3112|                                                           dddmmss.s |
 KW3112| CB3244 ELLENDALE RM 1                       31.420 METERS 14527     |
 KW3112| KW3114 LINGLE                              APPROX. 5.8 KM 1622553.6 |
 KW3112| CB3245 ELLENDALE RM 2                       24.015 METERS 20005     |
 KW3112|---------------------------------------------------------------------|
 KW3112
 KW3112                          SUPERSEDED SURVEY CONTROL
 KW3112
 KW3112  NAD 83(1986)-  40 24 57.15165(N)    076 49 46.61376(W) AD(       ) 1
 KW3112  NAD 27      -  40 24 56.84300(N)    076 49 47.71500(W) AD(       ) 1
 KW3112
 KW3112.Superseded values are not recommended for survey control.
 KW3112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3112.See file dsdata.txt to determine how the superseded data were derived.
 KW3112
 KW3112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK4477275524(NAD 83)
 KW3112_MARKER: DS = TRIANGULATION STATION DISK
 KW3112_SETTING: 80 = SET IN A BOULDER
 KW3112_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KW3112
 KW3112  HISTORY     - Date     Condition        Report By
 KW3112  HISTORY     - 1934     MONUMENTED       CGS
 KW3112
 KW3112                          STATION DESCRIPTION
 KW3112
 KW3112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 KW3112'STATION IS ABOUT 6-1/2 MILES NE OF DAUPHIN ON A HIGH POINT ON THIRD
 KW3112'MOUNTAIN.  IT HAD BEEN MOVED FROM WHERE THE RECONNAISSANCE
 KW3112'DESCRIPTION CALLED FOR IT TO BE.  THE DESCRIPTION WAS VAGUE AND THE
 KW3112'TRAIL WAS NOT MARKED.  IT IS ON THE TOP OF THE RIDGE ON TOP OF THE
 KW3112'THIRD KNOLL ALONG THE TOP OF THE RIDGE FROM THE TRAIL LEADING UP THE
 KW3112'MOUNTAIN.
 KW3112'
 KW3112'STATION MARK IS A STANDARD BRONZE DISK SET IN A BOULDER WHICH IS 4 BY
 KW3112'10 INCHES AND 4 FEET IN LENGTH.  THE DISK IS SET IN A DRILL HOLE IN
 KW3112'THE TOP OF THE BOULDER WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF
 KW3112'THE GROUND.  THERE IS A 30-FOOT WOODEN SIGNAL HERE WHICH WILL BE
 KW3112'LEFT STANDING AS IT WILL ENDURE WEATHER AND BE USEFUL FOR FUTURE
 KW3112'SURVEYS.
 KW3112'
 KW3112'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 KW3112'
 KW3112'REFERENCE MARK NO. 2 IS 24.015 METERS SW OF THE STATION, SET IN LEDGE
 KW3112'ROCK EXPOSED FOR 4 SQUARE FEET AND IS ABOUT 8 FEET BELOW THE
 KW3112'ELEVATION OF THE STATION.
 KW3112'
 KW3112'REFERENCE MARK NO. 1 IS 31.420 METERS S OF THE STATION, SET IN LEDGE
 KW3112'ROCK WHICH IS 2 BY 4 FEET AND IS ABOUT 1 FOOT ABOVE THE ELEVATION OF
 KW3112'THE STATION.
 KW3112'
 KW3112'THERE IS NO AZIMUTH MARK AS THERE IS NO AVAILABLE PLACE, BUT A LINE
 KW3112'MAY BE CLEARED TO LINGLE AND A LINE MAY BE CLEARED AT LINGLE TO
 KW3112'ELLENDALE.
 KW3112'
 KW3112'TO REACH THE STATION FROM DAUPHIN, GO E ON THE T-ROAD ON THE N SIDE
 KW3112'OF THE STONY CREEK BRIDGE.  FOLLOW THIS ROAD FOR 4.5 MILES TO A FORK.
 KW3112'HERE TAKE THE LEFT FORK AND CONTINUE 0.7 MILE TO A TRAIL LEADING UP
 KW3112'THE MOUNTAIN AT ELLENDALE FORGE SIDING AND THE END OF THE ROAD.
 KW3112'THE ROAD CONTINUES ON PRIVATE PROPERTY, BUT IS IMPASSABLE.  FOLLOW
 KW3112'THIS TRAIL UP THE MOUNTAIN FOR 0.5 MILE TO THE OLD STAGE ROAD AND
 KW3112'A SIGN READING OLD STAGE ROAD RATTLING RUN 8 MILES.  TAKE THE FORK
 KW3112'HERE AND FOLLOW THE STAGE ROAD FOR 0.5 MILE TO A PATH LEADING UP THE
 KW3112'MOUNTAIN.  THERE IS A STONE BLAZE AND A LIMB MARKING THE TRAIL TO THE
 KW3112'LEFT AND A TREE 25 YARDS N OF THE ROAD IS BLAZED.  FOLLOW THIS PATH
 KW3112'UP THE MOUNTAIN TO THE TOP AND THEN TURN TO THE RIGHT AND
 KW3112'CONTINUE ALONG THE TOP OF THE RIDGE FOR 0.75 MILE TO THE STATION ON
 KW3112'THE TOP OF THE THIRD KNOLL.  TOTAL DISTANCE FROM THE STAGE ROAD
 KW3112'1.25 MILES.
 KW3112'
 KW3112'A 30-FOOT SIGNAL WILL CLEAR ALL LINES OBSERVED AT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0550 ***********************************************************************
 MA0550  DESIGNATION -  ELLIOTT
 MA0550  PID         -  MA0550
 MA0550  STATE/COUNTY-  PA/CLEARFIELD
 MA0550  USGS QUAD   -  ELLIOTT PARK (1983)
 MA0550
 MA0550                         *CURRENT SURVEY CONTROL
 MA0550  ___________________________________________________________________
 MA0550* NAD 83(1992)-  41 06 08.47746(N)    078 31 36.21846(W)     ADJUSTED  
 MA0550* NAVD 88     -       681.545  (meters)    2236.04   (feet)  ADJUSTED  
 MA0550  ___________________________________________________________________
 MA0550  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 MA0550  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 MA0550  DYNAMIC HT  -         681.197 (meters)    2234.89  (feet)  COMP
 MA0550  MODELED GRAV-     980,089.4   (mgal)                       NAVD 88
 MA0550
 MA0550  HORZ ORDER  -  SECOND
 MA0550  VERT ORDER  -  SECOND    CLASS 0
 MA0550
 MA0550.The horizontal coordinates were established by classical geodetic methods
 MA0550.and adjusted by the National Geodetic Survey in June 2002..
 MA0550
 MA0550.The orthometric height was determined by differential leveling
 MA0550.and adjusted by the National Geodetic Survey in June 1991..
 MA0550
 MA0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA0550
 MA0550.The geoid height was determined by GEOID03.
 MA0550
 MA0550.The dynamic height is computed by dividing the NAVD 88
 MA0550.geopotential number by the normal gravity value computed on the
 MA0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0550.degrees latitude (g = 980.6199 gals.).
 MA0550
 MA0550.The modeled gravity was interpolated from observed gravity values.
 MA0550
 MA0550;                    North         East     Units Scale Factor Converg.
 MA0550;SPC PA N     -   104,204.076   534,753.810   MT  0.99997188   -0 30 49.8
 MA0550;SPC PA N     -   341,876.21  1,754,438.12   sFT  0.99997188   -0 30 49.8
 MA0550;UTM  17      - 4,553,067.469   707,692.774   MT  1.00013093   +1 37 35.5
 MA0550
 MA0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA0550!SPC PA N     -   0.99989815  x   0.99997188  =   0.99987004
 MA0550!UTM  17      -   0.99989815  x   1.00013093  =   1.00002907
 MA0550
 MA0550|---------------------------------------------------------------------|
 MA0550| PID    Reference Object                     Distance      Geod. Az  |
 MA0550|                                                           dddmmss.s |
 MA0550| MA0552 ELLIOTT RM 1                         28.470 METERS 01135     |
 MA0550| MA2261 ANTENNA                             APPROX. 2.6 KM 1344242.0 |
 MA0550| MA0553 ELLIOTT AZ MK                                      1662120.7 |
 MA0550| MA0551 ELLIOTT RM 2                         28.584 METERS 27425     |
 MA0550| MA0549 131 DRD                              90.221 METERS 35548     |
 MA0550|---------------------------------------------------------------------|
 MA0550
 MA0550                          SUPERSEDED SURVEY CONTROL
 MA0550
 MA0550  NAD 83(1986)-  41 06 08.47786(N)    078 31 36.22031(W) AD(       ) 2
 MA0550  NAD 27      -  41 06 08.26940(N)    078 31 37.13620(W) AD(       ) 2
 MA0550  NGVD 29 (??/??/92)  681.68   (m)         2236.5    (f) COMPUTED    2 0
 MA0550
 MA0550.Superseded values are not recommended for survey control.
 MA0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0550.See file dsdata.txt to determine how the superseded data were derived.
 MA0550
 MA0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF0769353067(NAD 83)
 MA0550_MARKER: DS = TRIANGULATION STATION DISK
 MA0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0550_STAMPING: ELLIOTT 1959
 MA0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0550+STABILITY: SURFACE MOTION
 MA0550
 MA0550  HISTORY     - Date     Condition        Report By
 MA0550  HISTORY     - 1959     MONUMENTED       CGS
 MA0550  HISTORY     - 1959     GOOD             CGS
 MA0550  HISTORY     - 1969     SEE DESCRIPTION  PADH
 MA0550  HISTORY     - 1979     GOOD             NGS
 MA0550
 MA0550                          STATION DESCRIPTION
 MA0550
 MA0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 MA0550'THE STATION IS LOCATED IN THE ELLIOTT STATE PARK, NEAR THE SITE OF
 MA0550'THE SMITH LOOKOUT TOWER, ALONG THE WEST SIDE OF STATE
 MA0550'HIGHWAY 153, ABOUT 7 MILES NORTHWEST OF CLEARFIELD AND 6 MILES
 MA0550'NORTHEAST OF ROCKTON.
 MA0550'
 MA0550'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 322 AND STATE HIGHWAY 153
 MA0550'IN THE NORTH SECTION OF CLEARFIELD, GO WEST AND NORTHWEST ON
 MA0550'STATE HIGHWAY 153 FOR 2.1 MILES TO THE JUNCTION OF STATE HIGHWAY 410.
 MA0550'CONTINUE NORTH ON STATE HIGHWAY 153 FOR 5.39 MILES TO THE
 MA0550'AZIMUTH MARK ON THE RIGHT, EAST, SIDE OF THE HIGHWAY.  CONTINUE NORTH
 MA0550'ON STATE HIGHWAY 153 FOR 0.12 MILE TO THE SUMMIT OF THE
 MA0550'HILL, A LARGE PARKING AREA AND THE STATION ON THE LEFT,
 MA0550'WEST, SIDE OF THE HIGHWAY AND AT THE SOUTH END OF THE PARKING AREA.
 MA0550'
 MA0550'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF SQUARE CONCRETE
 MA0550'MONUMENTS.
 MA0550'
 MA0550'THE STATION MARK IS STAMPED ELLIOTT 1959.  THE MARK IS FLUSH WITH THE
 MA0550'SURFACE OF THE GROUND, 48 FEET WEST OF THE CENTER OF STATE
 MA0550'HIGHWAY 153 AND 2.4 FEET NORTH OF A STANDARD METAL WITNESS POST AND
 MA0550'MARKER.
 MA0550'
 MA0550'REFERENCE MARK 1 IS STAMPED ELLIOTT NO 1 1959.  THE MARK IS FLUSH
 MA0550'WITH THE SURFACE OF THE GROUND, 33 FEET WEST OF THE CENTER OF
 MA0550'STATE HIGHWAY 153, 9 FEET EAST-SOUTHEAST OF A 14-INCH PINE TREE AND
 MA0550'IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 MA0550'
 MA0550'REFERENCE MARK 2 IS STAMPED ELLIOTT NO 2 1959.  THE MARK PROJECTS
 MA0550'ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND, 31
 MA0550'FEET WEST OF THE CENTER OF A BLADED ROAD, 7 FEET EAST OF A TWIN TRUNK
 MA0550'PINE TREE AND THE MARK IS ABOUT THE SAME ELEVATION AS
 MA0550'THE STATION.
 MA0550'
 MA0550'THE AZIMUTH MARK IS STAMPED ELLIOTT 1959.  THE MARK IS SET FLUSH WITH
 MA0550'THE SURFACE OF THE GROUND, 21 FEET EAST OF THE CENTER OF STATE
 MA0550'HIGHWAY 153, 2.5 FEET NORTHEAST OF A STANDARD METAL WITNESS POST AND
 MA0550'MARKER AND 2 FEET NORTH OF POWERLINE POLE NO. C-2
 MA0550'100.
 MA0550'
 MA0550'THE BENCH MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED 131 DRD
 MA0550'2239.  IT IS SET IN A DRILL HOLE IN TOP OF THE SOUTHEAST
 MA0550'CONCRETE FOOTING OF THE SMITH LOOKOUT TOWER.  THE MARK WAS USED AS A
 MA0550'REFERENCE POINT TO STATION ELLIOTT.
 MA0550'
 MA0550'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MA0550
 MA0550                          STATION RECOVERY (1959)
 MA0550
 MA0550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 MA0550'6.8 MI NW FROM CLEARFIELD.
 MA0550'6.8 MILE NORTHWEST ALONG STATE HIGHWAY 153 FROM THE CLEARFIELD
 MA0550'HOSPITAL IN CLEARFIELD, AT THE SMITH FIRE TOWER IN THE ELLIOT
 MA0550'STATE PARK.  ABOUT 50 YARDS SOUTH OF THE FIRE TOWER IN A CLEARED
 MA0550'AREA ON THE SOUTH EDGE OF THE AREA.
 MA0550
 MA0550                          STATION RECOVERY (1969)
 MA0550
 MA0550'RECOVERY NOTE BY PA DEPT OF HIGHWAYS 1969
 MA0550'DESTROYED WITH ROAD CONSTRUCTION OF TR 153.
 MA0550
 MA0550                          STATION RECOVERY (1979)
 MA0550
 MA0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (ARB)
 MA0550'THIS STATION WITH REFERENCE MARK 2 AND THE AZIMUTH MARK WAS RECOVERED
 MA0550'AS DESCRIBED.  THE USGS STATION 131 DRD WAS RECOVERED ON THE BASE OF
 MA0550'A DISMANTLED FIRETOWER.
 MA0550'
 MA0550'REFERENCE MARK 1 WAS NOT RECOVERED.
 MA0550'
 MA0550'THE FIRE LOOKOUT TOWER MENTIONED IN THE DESCRIPTION HAS BEEN
 MA0550'DISMANTLED, BUT THE CONCRETE BASE REMAINS IN PLACE, THE DESCRIPTION
 MA0550'IS OTHERWISE GOOD.
 MA0550'
 MA0550'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES NW
 MA0550'OF CLEARFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1898 ***********************************************************************
 MB1898  DESIGNATION -  ELLIOTT
 MB1898  PID         -  MB1898
 MB1898  STATE/COUNTY-  PA/MERCER
 MB1898  USGS QUAD   -  HADLEY (1977)
 MB1898
 MB1898                         *CURRENT SURVEY CONTROL
 MB1898  ___________________________________________________________________
 MB1898* NAD 83(1992)-  41 22 58.77980(N)    080 07 37.33609(W)     ADJUSTED  
 MB1898* NAVD 88     -       450.     (meters)    1476.     (feet)  SCALED    
 MB1898  ___________________________________________________________________
 MB1898  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 MB1898  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 MB1898
 MB1898  HORZ ORDER  -  SECOND
 MB1898
 MB1898.The horizontal coordinates were established by classical geodetic methods
 MB1898.and adjusted by the National Geodetic Survey in June 2002..
 MB1898
 MB1898.The orthometric height was scaled from a topographic map.
 MB1898
 MB1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1898
 MB1898.The geoid height was determined by GEOID03.
 MB1898
 MB1898;                    North         East     Units Scale Factor Converg.
 MB1898;SPC PA N     -   137,805.971   401,203.135   MT  0.99995702   -1 34 21.0
 MB1898;SPC PA N     -   452,118.42  1,316,280.62   sFT  0.99995702   -1 34 21.0
 MB1898;UTM  17      - 4,581,642.104   572,991.194   MT  0.99966557   +0 34 37.7
 MB1898
 MB1898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1898!SPC PA N     -   0.99993470  x   0.99995702  =   0.99989172
 MB1898!UTM  17      -   0.99993470  x   0.99966557  =   0.99960029
 MB1898
 MB1898|---------------------------------------------------------------------|
 MB1898| PID    Reference Object                     Distance      Geod. Az  |
 MB1898|                                                           dddmmss.s |
 MB1898| CX4434 ELLIOTT RM 1                         42.120 METERS 01010     |
 MB1898| CX4436 ELLIOTT RM 3                         23.383 METERS 09802     |
 MB1898| CX4435 ELLIOTT RM 2                         24.573 METERS 10501     |
 MB1898| CX4432 ELLIOTT AZ MK                                      1602757.5 |
 MB1898| MB1887 FIDDLERS                            APPROX. 6.9 KM 1733936.7 |
 MB1898| CX4433 ELLIOTT AZ MK RESET                                2092447.9 |
 MB1898| MB1866 ATLANTIC ATT MICROWAVE MAST         APPROX.20.5 KM 3120626.3 |
 MB1898|---------------------------------------------------------------------|
 MB1898
 MB1898                          SUPERSEDED SURVEY CONTROL
 MB1898
 MB1898  NAD 83(1995)-  41 22 58.78209(N)    080 07 37.33834(W) AD(       ) 2
 MB1898  NAD 83(1986)-  41 22 58.78484(N)    080 07 37.34013(W) AD(       ) 2
 MB1898  NAD 27      -  41 22 58.58500(N)    080 07 38.11800(W) AD(       ) 2
 MB1898
 MB1898.Superseded values are not recommended for survey control.
 MB1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1898.See file dsdata.txt to determine how the superseded data were derived.
 MB1898
 MB1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF7299181642(NAD 83)
 MB1898_MARKER: Z = SEE DESCRIPTION
 MB1898_SETTING: 0 = UNSPECIFIED SETTING
 MB1898
 MB1898  HISTORY     - Date     Condition        Report By
 MB1898  HISTORY     - 1937     MONUMENTED       PAGS
 MB1898  HISTORY     - 1959     SEE DESCRIPTION  CGS
 MB1898  HISTORY     - 1959     SEE DESCRIPTION  CGS
 MB1898
 MB1898                          STATION DESCRIPTION
 MB1898
 MB1898'DESCRIBED BY PENNSYLVANIA GEODETIC SURVEY 1937
 MB1898'LOCATED NW FROM SANDY LAKE, 1.3 MILES N OF INTERSECTION OF STATE
 MB1898'ROUTES 358 AND 845, ON PROPERTY OF A.F. ELLIOTT.  STATION IS
 MB1898'ACROSS ROAD FROM BOYDS HOUSE IN THE PASTURE CORNER OWNED BY ELLIOTT,
 MB1898'AND IS 15 FEET N OF AN E-W FENCE, 16 FEET E OF N-S FENCE.
 MB1898'
 MB1898'SURFACE MARK IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK SET IN
 MB1898'CIRCULAR CONCRETE POST FLUSH WITH GROUND.  UNDERGROUND MARK
 MB1898'IS A BLOCK OF CONCRETE BELOW THE GROUND CONTAINING A PA. COORDINATE
 MB1898'SYSTEM STANDARD BRONZE DISK.
 MB1898'
 MB1898'REFERENCE MARK NO. 1 IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK
 MB1898'SET IN LARGE BOULDER N OF STATION.
 MB1898'
 MB1898'REFERENCE MARK NO. 2 IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK
 MB1898'SET IN BOULDER E OF STATION ALONG FENCE.
 MB1898'
 MB1898'AZIMUTH MARK IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK SET IN A
 MB1898'1.3-BY 1.0-FOOT IRREGULAR SANDSTONE PROJECTING 0.3 FOOT.  TO REACH GO
 MB1898'S 0.4 MILE, THENCE LEFT 0.2 MILE TO MARK ON RIGHT SIDE OF ROAD, 13.5
 MB1898'FEET S OF CENTER OF ROAD AND 3 FEET W OF TELEPHONE POLE.
 MB1898'
 MB1898'HEIGHT OF LIGHT ABOVE STATION MARK - 30.4 METERS.
 MB1898
 MB1898                          STATION RECOVERY (1959)
 MB1898
 MB1898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GDB)
 MB1898'THE STATION MARK WAS RECOVERED AS DESCRIBED.  REFERENCE MARKS NOS. 1
 MB1898'AND 2 AND THE AZIMUTH MARK COULD NOT BE FOUND.
 MB1898
 MB1898                          STATION RECOVERY (1959)
 MB1898
 MB1898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCC)
 MB1898'STATION MARK AND REFERENCE MARK 1 WAS RECOVERED AND FOUND IN GOOD
 MB1898'CONDITION.  THE AZIMUTH MARK AND REFERENCE 2 HAD BEEN DESTROYED.  A
 MB1898'NEW AZIMUTH MARK AND REFERENCE MARK 3 WAS SET FOR THE STATION.  THE
 MB1898'DESCRIPTION OF HOW TO REACH THE STATION WAS FOUND TO BE
 MB1898'ADEQUATE.  A DESCRIPTION OF THE NEW AZIMUTH MARK AND REFERENCE MARK 3
 MB1898'FOLLOWS.
 MB1898'
 MB1898'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED ELLIOTT NO 3 1937, SET
 MB1898'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3
 MB1898'INCHES.  IT IS 3.5 FEET WEST OF A WILD CHERRY TREE AND 13 FEET NORTH
 MB1898'OF THE NORTH EDGE OF A CULTIVATED FIELD.
 MB1898'
 MB1898'AZIMUTH MARK IS A STANDARD DISK, STAMPED ELLIOTT 1937 RESET 1959, SET
 MB1898'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3
 MB1898'INCHES.  IT IS 17.6 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 3.8
 MB1898'FEET SOUTHEAST OF A TELEPHONE LINE POLE NO 693 AND 1.7 FEET SOUTH OF
 MB1898'A STANDARD METAL WITNESS POST.
 MB1898'
 MB1898'AZIMUTH MARK IS REACHED FROM THE STATION.  GO SOUTH ON A GRAVELED
 MB1898'ROAD FOR 0.18 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON
 MB1898'A GRAVELED ROAD FOR 0.09 MILE TO THE AZIMUTH MARK ON THE LEFT SIDE OF
 MB1898'THE ROAD.
 MB1898'
 MB1898'REFERENCE MARK NO. 1 IS IN THE FENCE LINE NORTH OF THE STATION.  IT
 MB1898'IS 103 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND 4 FEET WEST
 MB1898'OF A ROW OF SMALL PINE TREES.  THE MARK IS A PENNA.  COORDINATE
 MB1898'SYSTEM DISK SET IN A DRILL HOLE IN THE TOP OF A 7 BY 14 INCH
 MB1898'IRREGULAR SHAPED SANDSTONE ROCK PROJECTING 4 INCHES, AND IS STAMPED
 MB1898'MONEWECK NO 1 1937.
 MB1898'
 MB1898'TO REACH FROM SHEALKEYVILLE, FORM THE INTERSECTION OF U.S. HIGHWAY 19
 MB1898'AND ROUTE 43064, GO SOUTH ON HIGHWAY 19 FOR 3.25 MILES TO THE
 MB1898'CROSSING OF U.S. HIGHWAY 322 ALTERNATE, CONTINUE SOUTH FOR 1.25 MILES
 MB1898'TO A LARGE WHITE HOUSE ON RIGHT AND GRAVEL ROAD LEADING WEST, TURN
 MB1898'RIGHT AND GO WEST FOR 0.85 MILE TO MR. MONEWECKS HOUSE ON RIGHT AND
 MB1898'STATION AS DESCRIBED.
 MB1898'
 MB1898'NEEDED- ONE REFERENCE MARK AND AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0553 ***********************************************************************
 MA0553  DESIGNATION -  ELLIOTT AZ MK
 MA0553  PID         -  MA0553
 MA0553  STATE/COUNTY-  PA/CLEARFIELD
 MA0553  USGS QUAD   -  ELLIOTT PARK (1983)
 MA0553
 MA0553                         *CURRENT SURVEY CONTROL
 MA0553  ___________________________________________________________________
 MA0553* NAD 83(1986)-  41 06 02.     (N)    078 31 35.     (W)     SCALED    
 MA0553* NAVD 88     -       675.227  (meters)    2215.31   (feet)  ADJUSTED  
 MA0553  ___________________________________________________________________
 MA0553  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 MA0553  DYNAMIC HT  -         674.882 (meters)    2214.18  (feet)  COMP
 MA0553  MODELED GRAV-     980,090.0   (mgal)                       NAVD 88
 MA0553
 MA0553  VERT ORDER  -  SECOND    CLASS 0
 MA0553
 MA0553.The horizontal coordinates were scaled from a topographic map and have
 MA0553.an estimated accuracy of +/- 6 seconds.
 MA0553
 MA0553.The orthometric height was determined by differential leveling
 MA0553.and adjusted by the National Geodetic Survey in June 1991..
 MA0553
 MA0553.The geoid height was determined by GEOID03.
 MA0553
 MA0553.The dynamic height is computed by dividing the NAVD 88
 MA0553.geopotential number by the normal gravity value computed on the
 MA0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0553.degrees latitude (g = 980.6199 gals.).
 MA0553
 MA0553.The modeled gravity was interpolated from observed gravity values.
 MA0553
 MA0553;                    North         East    Units  Estimated Accuracy
 MA0553;SPC PA N     -   104,000.      534,780.      MT  (+/- 180 meters Scaled)
 MA0553
 MA0553                          SUPERSEDED SURVEY CONTROL
 MA0553
 MA0553  NGVD 29 (??/??/92)  675.36   (m)         2215.7    (f) COMPUTED    2 0
 MA0553
 MA0553.Superseded values are not recommended for survey control.
 MA0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0553.See file dsdata.txt to determine how the superseded data were derived.
 MA0553
 MA0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF077528(NAD 83)
 MA0553_MARKER: DZ = AZIMUTH MARK DISK
 MA0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0553_STAMPING: ELLIOTT 1959
 MA0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0553+STABILITY: SURFACE MOTION
 MA0553
 MA0553  HISTORY     - Date     Condition        Report By
 MA0553  HISTORY     - 1959     MONUMENTED       CGS
 MA0553
 MA0553                          STATION DESCRIPTION
 MA0553
 MA0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA0553'6.7 MI NW FROM CLEARFIELD.
 MA0553'6.7 MILE NORTHWEST ALONG STATE HIGHWAY 153 FROM THE CLEARFIELD
 MA0553'HOSPITAL IN CLEARFIELD, ABOUT 0.1 MILE SOUTHEAST OF THE SMITH
 MA0553'FIRE TOWER, 0.6 MILE NORTHWEST ALONG THE HIGHWAY FROM A SPRING
 MA0553'FOR TOURISTS, AT POWER POLE C2, 28 FEET NORTHEAST OF THE
 MA0553'CENTERLINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0552 ***********************************************************************
 MA0552  DESIGNATION -  ELLIOTT RM 1
 MA0552  PID         -  MA0552
 MA0552  STATE/COUNTY-  PA/CLEARFIELD
 MA0552  USGS QUAD   -  ELLIOTT PARK (1983)
 MA0552
 MA0552                         *CURRENT SURVEY CONTROL
 MA0552  ___________________________________________________________________
 MA0552* NAD 83(1986)-  41 06 08.     (N)    078 31 36.     (W)     SCALED    
 MA0552* NAVD 88     -       681.929  (meters)    2237.30   (feet)  ADJUSTED  
 MA0552  ___________________________________________________________________
 MA0552  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 MA0552  DYNAMIC HT  -         681.580 (meters)    2236.15  (feet)  COMP
 MA0552  MODELED GRAV-     980,089.4   (mgal)                       NAVD 88
 MA0552
 MA0552  VERT ORDER  -  SECOND    CLASS 0
 MA0552
 MA0552.The horizontal coordinates were scaled from a topographic map and have
 MA0552.an estimated accuracy of +/- 6 seconds.
 MA0552
 MA0552.The orthometric height was determined by differential leveling
 MA0552.and adjusted by the National Geodetic Survey in June 1991..
 MA0552
 MA0552.The geoid height was determined by GEOID03.
 MA0552
 MA0552.The dynamic height is computed by dividing the NAVD 88
 MA0552.geopotential number by the normal gravity value computed on the
 MA0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0552.degrees latitude (g = 980.6199 gals.).
 MA0552
 MA0552.The modeled gravity was interpolated from observed gravity values.
 MA0552
 MA0552;                    North         East    Units  Estimated Accuracy
 MA0552;SPC PA N     -   104,190.      534,760.      MT  (+/- 180 meters Scaled)
 MA0552
 MA0552                          SUPERSEDED SURVEY CONTROL
 MA0552
 MA0552  NGVD 29 (??/??/92)  682.06   (m)         2237.7    (f) COMPUTED    2 0
 MA0552
 MA0552.Superseded values are not recommended for survey control.
 MA0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0552.See file dsdata.txt to determine how the superseded data were derived.
 MA0552
 MA0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF076530(NAD 83)
 MA0552_MARKER: DR = REFERENCE MARK DISK
 MA0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0552_STAMPING: ELLIOTT NO 1 1959
 MA0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0552+STABILITY: SURFACE MOTION
 MA0552
 MA0552  HISTORY     - Date     Condition        Report By
 MA0552  HISTORY     - 1959     MONUMENTED       CGS
 MA0552
 MA0552                          STATION DESCRIPTION
 MA0552
 MA0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA0552'6.8 MI NW FROM CLEARFIELD.
 MA0552'6.85 MILE NORTHWEST ALONG STATE HIGHWAY 153 FROM THE CLEARFIELD
 MA0552'HOSPITAL IN CLEARFIELD TO THE SMITH FIRE TOWER IN THE ELLIOTT
 MA0552'STATE PARK, ABOUT 50 YARDS SOUTH OF THE FIRE TOWER AT A CLEARING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0551 ***********************************************************************
 MA0551  DESIGNATION -  ELLIOTT RM 2
 MA0551  PID         -  MA0551
 MA0551  STATE/COUNTY-  PA/CLEARFIELD
 MA0551  USGS QUAD   -  ELLIOTT PARK (1983)
 MA0551
 MA0551                         *CURRENT SURVEY CONTROL
 MA0551  ___________________________________________________________________
 MA0551* NAD 83(1986)-  41 06 08.     (N)    078 31 36.     (W)     SCALED    
 MA0551* NAVD 88     -       682.060  (meters)    2237.73   (feet)  ADJUSTED  
 MA0551  ___________________________________________________________________
 MA0551  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 MA0551  DYNAMIC HT  -         681.711 (meters)    2236.58  (feet)  COMP
 MA0551  MODELED GRAV-     980,089.4   (mgal)                       NAVD 88
 MA0551
 MA0551  VERT ORDER  -  SECOND    CLASS 0
 MA0551
 MA0551.The horizontal coordinates were scaled from a topographic map and have
 MA0551.an estimated accuracy of +/- 6 seconds.
 MA0551
 MA0551.The orthometric height was determined by differential leveling
 MA0551.and adjusted by the National Geodetic Survey in June 1991..
 MA0551
 MA0551.The geoid height was determined by GEOID03.
 MA0551
 MA0551.The dynamic height is computed by dividing the NAVD 88
 MA0551.geopotential number by the normal gravity value computed on the
 MA0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0551.degrees latitude (g = 980.6199 gals.).
 MA0551
 MA0551.The modeled gravity was interpolated from observed gravity values.
 MA0551
 MA0551;                    North         East    Units  Estimated Accuracy
 MA0551;SPC PA N     -   104,190.      534,760.      MT  (+/- 180 meters Scaled)
 MA0551
 MA0551                          SUPERSEDED SURVEY CONTROL
 MA0551
 MA0551  NGVD 29 (??/??/92)  682.19   (m)         2238.2    (f) COMPUTED    2 0
 MA0551
 MA0551.Superseded values are not recommended for survey control.
 MA0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0551.See file dsdata.txt to determine how the superseded data were derived.
 MA0551
 MA0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF076530(NAD 83)
 MA0551_MARKER: DR = REFERENCE MARK DISK
 MA0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0551_STAMPING: ELLIOTT NO 2 1959
 MA0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0551+STABILITY: SURFACE MOTION
 MA0551
 MA0551  HISTORY     - Date     Condition        Report By
 MA0551  HISTORY     - 1959     MONUMENTED       CGS
 MA0551
 MA0551                          STATION DESCRIPTION
 MA0551
 MA0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA0551'6.8 MI NW FROM CLEARFIELD.
 MA0551'6.85 MILE NORTHWEST ALONG STATE HIGHWAY 153 FROM THE CLEARFIELD
 MA0551'HOSPITAL IN CLEARFIELD, AT THE SMITH FIRE TOWER IN ELLIOTT STATE
 MA0551'PARK, ABOUT 50 YARDS SOUTH OF THE FIRE TOWER IN A CLEARED SPOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0183 ***********************************************************************
 MB0183  DESIGNATION -  ELM
 MB0183  PID         -  MB0183
 MB0183  STATE/COUNTY-  PA/ERIE
 MB0183  USGS QUAD   -  ALBION (1990)
 MB0183
 MB0183                         *CURRENT SURVEY CONTROL
 MB0183  ___________________________________________________________________
 MB0183* NAD 83(1992)-  41 58 07.96241(N)    080 19 32.08127(W)     ADJUSTED  
 MB0183* NAVD 88     -       268.797  (meters)     881.88   (feet)  ADJUSTED  
 MB0183  ___________________________________________________________________
 MB0183  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 MB0183  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 MB0183  DYNAMIC HT  -         268.698 (meters)     881.55  (feet)  COMP
 MB0183  MODELED GRAV-     980,246.9   (mgal)                       NAVD 88
 MB0183
 MB0183  HORZ ORDER  -  SECOND
 MB0183  VERT ORDER  -  SECOND    CLASS 0
 MB0183
 MB0183.The horizontal coordinates were established by classical geodetic methods
 MB0183.and adjusted by the National Geodetic Survey in June 2002..
 MB0183
 MB0183.The orthometric height was determined by differential leveling
 MB0183.and adjusted by the National Geodetic Survey in June 1991..
 MB0183
 MB0183.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB0183
 MB0183.The geoid height was determined by GEOID03.
 MB0183
 MB0183.The dynamic height is computed by dividing the NAVD 88
 MB0183.geopotential number by the normal gravity value computed on the
 MB0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0183.degrees latitude (g = 980.6199 gals.).
 MB0183
 MB0183.The modeled gravity was interpolated from observed gravity values.
 MB0183
 MB0183;                    North         East     Units Scale Factor Converg.
 MB0183;SPC PA N     -   203,322.459   386,538.245   MT  1.00000312   -1 42 13.9
 MB0183;SPC PA N     -   667,067.10  1,268,167.56   sFT  1.00000312   -1 42 13.9
 MB0183;UTM  17      - 4,646,540.784   555,881.361   MT  0.99963842   +0 27 03.7
 MB0183
 MB0183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB0183!SPC PA N     -   0.99996327  x   1.00000312  =   0.99996639
 MB0183!UTM  17      -   0.99996327  x   0.99963842  =   0.99960170
 MB0183
 MB0183|---------------------------------------------------------------------|
 MB0183| PID    Reference Object                     Distance      Geod. Az  |
 MB0183|                                                           dddmmss.s |
 MB0183| MB0182 ELM RM 1                             29.389 METERS 05259     |
 MB0183| MB0180 PLATEA                              APPROX. 1.4 KM 2401351.8 |
 MB0183| MB0184 ELM RM 2                             23.515 METERS 25140     |
 MB0183|---------------------------------------------------------------------|
 MB0183
 MB0183                          SUPERSEDED SURVEY CONTROL
 MB0183
 MB0183  NAD 83(1995)-  41 58 07.96372(N)    080 19 32.08113(W) AD(       ) 2
 MB0183  NAD 83(1986)-  41 58 07.96646(N)    080 19 32.08179(W) AD(       ) 2
 MB0183  NAD 27      -  41 58 07.76320(N)    080 19 32.85350(W) AD(       ) 2
 MB0183  NGVD 29 (??/??/92)  268.984  (m)          882.49   (f) ADJ UNCH    2 0
 MB0183
 MB0183.Superseded values are not recommended for survey control.
 MB0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0183.See file dsdata.txt to determine how the superseded data were derived.
 MB0183
 MB0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG5588146541(NAD 83)
 MB0183_MARKER: DS = TRIANGULATION STATION DISK
 MB0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0183_STAMPING: ELM 1961
 MB0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0183+STABILITY: SURFACE MOTION
 MB0183
 MB0183  HISTORY     - Date     Condition        Report By
 MB0183  HISTORY     - 1961     MONUMENTED       CGS
 MB0183  HISTORY     - 1961     GOOD             CGS
 MB0183  HISTORY     - 1975     GOOD             NGS
 MB0183  HISTORY     - 1975     GOOD             NGS
 MB0183
 MB0183                          STATION DESCRIPTION
 MB0183
 MB0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 MB0183'THE STATION IS LOCATED ALONG THE NORTH RIGHT-OF-WAY OF INTERSTATE
 MB0183'HIGHWAY 90, 2.0 MILES SOUTH-SOUTHWEST OF GIRARD AND 1
 MB0183'1/2 MILES NORTH OF PLEATEA.
 MB0183'
 MB0183'TO REACH THE STATION FROM THE POST OFFICE IN GIRARD, GO WEST ON U.S.
 MB0183'HIGHWAY 20 FOR 1.4 MILES TO THE JUNCTION OF STATE HIGHWAY 18,
 MB0183'TURN LEFT AND GO SOUTH ON HIGHWAY 18 FOR 2.05 MILES TO THE TRAFFIC
 MB0183'INTERCHANGE OF INTERSTATE HIGHWAY 90, TURN LEFT AND GO EAST
 MB0183'ON INTERSTATE HIGHWAY 90 FOR 0.9 MILE TO THE STATION ON THE NORTH
 MB0183'SIDE OF THE WEST BOUND LANE OF INTERSTATE HIGHWAY 90.
 MB0183'
 MB0183'THE STATION MARK, A STANDARD DISK STAMPED ELM 1961, IS SET IN TOP OF
 MB0183'A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 MB0183'SURFACE.  IT IS 14.6 FEET SOUTH-SOUTHEAST OF A STANDARD METAL WITNESS
 MB0183'POST AND MARKER, 18.4 FEET SOUTH-SOUTHEAST OF A 12-INCH
 MB0183'TRIANGULAR BLAZED ELM TREE AND 45.6 FEET NORTH-NORTHWEST OF THE
 MB0183'CENTER LINE OF THE WEST BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY
 MB0183'90.
 MB0183'
 MB0183'REFERENCE MARK 1, A STANDARD DISK STAMPED ELM NO 1 1961, IS CEMENTED
 MB0183'IN A DRILL HOLE IN THE NORTH EDGE OF A CONCRETE BOX
 MB0183'CULVERT.  IT IS 11.4 FEET SOUTH-SOUTHEAST OF A FENCE LINE, 59.5 FEET
 MB0183'NORTH-NORTHWWEST OF THE CENTER LINE OF THE WEST BOUND
 MB0183'TRAFFIC LANE OF HIGHWAY 90, 198.4 FEET EAST-NORTHEAST OF THE WITNESS
 MB0183'POST AND IS ABOUT 3.0 FEET LOWER THAN THE STATION
 MB0183'MARK.
 MB0183'
 MB0183'REFERENCE MARK 2, A STANDARD DISK STAMPED ELM NO 2 1961, IS SET IN
 MB0183'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 MB0183'GROUND SURFACE.  IT IS 1.0 FOOT SOUTH-SOUTHEAST OF THE FENCE LINE
 MB0183'69.9 FEET NORTH-NORTHWEST OF THE CENTER
 MB0183'LINE OF THE WEST BOUND TRAFFIC LANE OF HIGHWAY 90, 72.7 FEET
 MB0183'WEST-SOUTHWEST OF THE WITNESS AND IS ABOUT 1.0 FOOT HIGHER
 MB0183'THAN THE STATION MARK.
 MB0183'
 MB0183'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
 MB0183
 MB0183                          STATION RECOVERY (1961)
 MB0183
 MB0183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 MB0183'4 MI S FROM GIRARD.
 MB0183'ABOUT 1.14 MILES WEST ALONG U.S. HIGHWAY 20 TO THE JUNCTION OF
 MB0183'STATE HIGHWAY 18 FROM THE POST OFFICE IN GIRARD, THENCE 2.05
 MB0183'MILES SOUTH ALONG STATE HIGHWAY 18 TO THE INTERCHANGE BRIDGE
 MB0183'OVER INTERSTATE HIGHWAY 90, THENCE 0.89 MILE EAST ALONG
 MB0183'INTERSTATE HIGHWAY 90, 45.6 FEET NORTHWEST OF THE CENTERLINE
 MB0183'OF THE WEST BOUND TRAFFIC LANE OF HIGHWAY 90, 18.4 FEET
 MB0183'SOUTHEAST OF A 12-INCH TRIANGUALR BLAZED ELM TREE AND 14.6 FEET
 MB0183'SOUTHEAST OF A STANDARD METAL WITNESS POST AND MARKER.  SET
 MB0183'IN TOP OF A SQUARE MONUMENT FLUSH WITH THE SURFACE OF THE
 MB0183'GROUND.
 MB0183
 MB0183                          STATION RECOVERY (1975)
 MB0183
 MB0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MB0183'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 MB0183'AS DESCRIBED IN THE 1961 DESCRIPTION.  THIS STATION WAS CHECKED FOR
 MB0183'POSSIBLE DAMAGE FROM CONSTRUCTION WHICH WILL SOON TAKE PLACE ALONG
 MB0183'INTERSTATE HIGHWAY 90.  NONE OF THE MARKS WILL BE DISTURBED BY THE
 MB0183'CONSTRUCTION.
 MB0183'
 MB0183'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES NORTH
 MB0183'OF PLATEA.
 MB0183
 MB0183                          STATION RECOVERY (1975)
 MB0183
 MB0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 MB0183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0182 ***********************************************************************
 MB0182  DESIGNATION -  ELM RM 1
 MB0182  PID         -  MB0182
 MB0182  STATE/COUNTY-  PA/ERIE
 MB0182  USGS QUAD   -  ALBION (1990)
 MB0182
 MB0182                         *CURRENT SURVEY CONTROL
 MB0182  ___________________________________________________________________
 MB0182* NAD 83(1986)-  41 58 09.     (N)    080 19 26.     (W)     SCALED    
 MB0182* NAVD 88     -       269.261  (meters)     883.40   (feet)  ADJUSTED  
 MB0182  ___________________________________________________________________
 MB0182  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 MB0182  DYNAMIC HT  -         269.162 (meters)     883.08  (feet)  COMP
 MB0182  MODELED GRAV-     980,246.9   (mgal)                       NAVD 88
 MB0182
 MB0182  VERT ORDER  -  SECOND    CLASS 0
 MB0182
 MB0182.The horizontal coordinates were scaled from a topographic map and have
 MB0182.an estimated accuracy of +/- 6 seconds.
 MB0182
 MB0182.The orthometric height was determined by differential leveling
 MB0182.and adjusted by the National Geodetic Survey in June 1991..
 MB0182
 MB0182.The geoid height was determined by GEOID03.
 MB0182
 MB0182.The dynamic height is computed by dividing the NAVD 88
 MB0182.geopotential number by the normal gravity value computed on the
 MB0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0182.degrees latitude (g = 980.6199 gals.).
 MB0182
 MB0182.The modeled gravity was interpolated from observed gravity values.
 MB0182
 MB0182;                    North         East    Units  Estimated Accuracy
 MB0182;SPC PA N     -   203,350.      386,680.      MT  (+/- 180 meters Scaled)
 MB0182
 MB0182                          SUPERSEDED SURVEY CONTROL
 MB0182
 MB0182  NGVD 29 (??/??/92)  269.448  (m)          884.01   (f) ADJ UNCH    2 0
 MB0182
 MB0182.Superseded values are not recommended for survey control.
 MB0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0182.See file dsdata.txt to determine how the superseded data were derived.
 MB0182
 MB0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG560465(NAD 83)
 MB0182_MARKER: DR = REFERENCE MARK DISK
 MB0182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0182_SP_SET: CULVERT
 MB0182_STAMPING: ELM NO 1 1961
 MB0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0182
 MB0182  HISTORY     - Date     Condition        Report By
 MB0182  HISTORY     - 1961     MONUMENTED       CGS
 MB0182  HISTORY     - 1975     GOOD             NGS
 MB0182
 MB0182                          STATION DESCRIPTION
 MB0182
 MB0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0182'4 MI S FROM GIRARD.
 MB0182'ABOUT 1.14 MILES WEST ALONG U.S. HIGHWAY 20 TO THE JUNCTION OF
 MB0182'STATE HIGHWAY 18 FROM THE POST OFFICE IN GIRARD, THENCE 2.05
 MB0182'MILES SOUTH ALONG STATE HIGHWAY 18 TO THE INTERCHANGE BRIDGE
 MB0182'OVER INTERSTATE HIGHWAY 90, THENCE 0.89 MILE EAST ALONG
 MB0182'INTERSTATE HIGHWAY 90, 198.4 FEET NORTHEAST OF A STANDARD
 MB0182'METAL WITNESS POST AND MARKER, 96.4 FEET NORTHEAST OF THE
 MB0182'STATION MARK, 59.5 FEET NORTHWEST OF THE CENTERLINE OF THE
 MB0182'WEST BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 90 AND 11.4
 MB0182'FEET SOUTHEAST OF A FENCELINE.  SET IN TOP OF NORTH HEADWALL
 MB0182'OF A CONCRETE BOX CULVERT ABOVE THE SAME ELEVATION AS THE
 MB0182'ROAD.  THE BOX CULVERT IS UNDER INTERSTATE HIGHWAY 90.
 MB0182
 MB0182                          STATION RECOVERY (1975)
 MB0182
 MB0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 MB0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0184 ***********************************************************************
 MB0184  DESIGNATION -  ELM RM 2
 MB0184  PID         -  MB0184
 MB0184  STATE/COUNTY-  PA/ERIE
 MB0184  USGS QUAD   -  ALBION (1990)
 MB0184
 MB0184                         *CURRENT SURVEY CONTROL
 MB0184  ___________________________________________________________________
 MB0184* NAD 83(1986)-  41 58 09.     (N)    080 19 26.     (W)     SCALED    
 MB0184* NAVD 88     -       268.102  (meters)     879.60   (feet)  ADJUSTED  
 MB0184  ___________________________________________________________________
 MB0184  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 MB0184  DYNAMIC HT  -         268.003 (meters)     879.27  (feet)  COMP
 MB0184  MODELED GRAV-     980,246.9   (mgal)                       NAVD 88
 MB0184
 MB0184  VERT ORDER  -  SECOND    CLASS 0
 MB0184
 MB0184.The horizontal coordinates were scaled from a topographic map and have
 MB0184.an estimated accuracy of +/- 6 seconds.
 MB0184
 MB0184.The orthometric height was determined by differential leveling
 MB0184.and adjusted by the National Geodetic Survey in June 1991..
 MB0184
 MB0184.The geoid height was determined by GEOID03.
 MB0184
 MB0184.The dynamic height is computed by dividing the NAVD 88
 MB0184.geopotential number by the normal gravity value computed on the
 MB0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0184.degrees latitude (g = 980.6199 gals.).
 MB0184
 MB0184.The modeled gravity was interpolated from observed gravity values.
 MB0184
 MB0184;                    North         East    Units  Estimated Accuracy
 MB0184;SPC PA N     -   203,350.      386,680.      MT  (+/- 180 meters Scaled)
 MB0184
 MB0184                          SUPERSEDED SURVEY CONTROL
 MB0184
 MB0184  NGVD 29 (??/??/92)  268.288  (m)          880.21   (f) ADJ UNCH    2 0
 MB0184
 MB0184.Superseded values are not recommended for survey control.
 MB0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0184.See file dsdata.txt to determine how the superseded data were derived.
 MB0184
 MB0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG560465(NAD 83)
 MB0184_MARKER: DR = REFERENCE MARK DISK
 MB0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0184_STAMPING: ELM NO 2 1961
 MB0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0184+STABILITY: SURFACE MOTION
 MB0184
 MB0184  HISTORY     - Date     Condition        Report By
 MB0184  HISTORY     - 1961     MONUMENTED       CGS
 MB0184  HISTORY     - 1975     GOOD             NGS
 MB0184
 MB0184                          STATION DESCRIPTION
 MB0184
 MB0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0184'4 MI S FROM GIRARD.
 MB0184'ABOUT 1.14 MILES WEST ALONG U.S. HIGHWAY 20 TO THE JUNCTION OF
 MB0184'STATE HIGHWAY 18 FROM THE POST OFFICE IN GIRARD, THENCE 2.05
 MB0184'MILES SOUTH ALONG STATE HIGHWAY 18 TO THE INTERCHANGE BRIDGE
 MB0184'OVER INTERSTATE HIGHWAY 90, THENCE 0.89 MILE EAST ALONG
 MB0184'INTERSTATE HIGHWAY 90, 77.1 FEET SOUTHWEST OF THE STATION
 MB0184'MARK, 72.7 FEET SOUTHWEST OF A STANDARD METAL WITNESS POST AND
 MB0184'MARKER, 69.9 FEET NORTHWEST OF THE CENTERLINE OF THE WEST
 MB0184'BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 90 AND 1.0 FOOT
 MB0184'SOUTHEAST OF A FENCELINE.  SET IN TOP OF A SQUARE CONCRETE
 MB0184'MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.
 MB0184
 MB0184                          STATION RECOVERY (1975)
 MB0184
 MB0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 MB0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2327 ***********************************************************************
 KX2327  DESIGNATION -  ELMORA
 KX2327  PID         -  KX2327
 KX2327  STATE/COUNTY-  PA/CAMBRIA
 KX2327  USGS QUAD   -  CARROLLTOWN (1972)
 KX2327
 KX2327                         *CURRENT SURVEY CONTROL
 KX2327  ___________________________________________________________________
 KX2327* NAD 83(1992)-  40 35 09.98422(N)    078 44 39.78467(W)     ADJUSTED  
 KX2327* NAVD 88     -       652.7    (meters)    2141.     (feet)  VERTCON   
 KX2327  ___________________________________________________________________
 KX2327  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 KX2327  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KX2327
 KX2327  HORZ ORDER  -  SECOND
 KX2327
 KX2327.The horizontal coordinates were established by classical geodetic methods
 KX2327.and adjusted by the National Geodetic Survey in June 2002..
 KX2327
 KX2327.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2327
 KX2327.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2327
 KX2327.The geoid height was determined by GEOID03.
 KX2327
 KX2327;                    North         East     Units Scale Factor Converg.
 KX2327;SPC PA S     -   139,576.387   515,821.061   MT  0.99996228   -0 38 42.5
 KX2327;SPC PA S     -   457,926.86  1,692,322.93   sFT  0.99996228   -0 38 42.5
 KX2327;UTM  17      - 4,495,257.895   690,890.070   MT  1.00004854   +1 28 04.5
 KX2327
 KX2327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2327!SPC PA S     -   0.99990269  x   0.99996228  =   0.99986498
 KX2327!UTM  17      -   0.99990269  x   1.00004854  =   0.99995123
 KX2327
 KX2327:                Primary Azimuth Mark                     Grid Az
 KX2327:SPC PA S     -  CARROLLTOWN ST BENEDICTS CH              059 28 27.4
 KX2327:UTM  17      -  CARROLLTOWN ST BENEDICTS CH              057 21 40.4
 KX2327
 KX2327|---------------------------------------------------------------------|
 KX2327| PID    Reference Object                     Distance      Geod. Az  |
 KX2327|                                                           dddmmss.s |
 KX2327| KX2328 CARROLLTOWN ST BENEDICTS CH         APPROX. 3.5 KM 0584944.9 |
 KX2327| CJ9743 ELMORA RM 1                           9.020 METERS 09239     |
 KX2327| CJ9744 ELMORA RM 2                          13.897 METERS 17441     |
 KX2327| CJ9742 ELMORA AZ MK                                       2934803.0 |
 KX2327|---------------------------------------------------------------------|
 KX2327
 KX2327                          SUPERSEDED SURVEY CONTROL
 KX2327
 KX2327  NAD 83(1986)-  40 35 09.99030(N)    078 44 39.79119(W) AD(       ) 2
 KX2327  NAD 27      -  40 35 09.74266(N)    078 44 40.70119(W) AD(       ) 2
 KX2327  NGVD 29 (07/19/86)  652.9    (m)         2142.     (f) VERT ANG       
 KX2327
 KX2327.Superseded values are not recommended for survey control.
 KX2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2327.See file dsdata.txt to determine how the superseded data were derived.
 KX2327
 KX2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE9089095258(NAD 83)
 KX2327_MARKER: DS = TRIANGULATION STATION DISK
 KX2327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2327_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KX2327
 KX2327  HISTORY     - Date     Condition        Report By
 KX2327  HISTORY     - 1967     MONUMENTED       CGS
 KX2327  HISTORY     - 1975     GOOD             PADT
 KX2327
 KX2327                          STATION DESCRIPTION
 KX2327
 KX2327'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2327'THE STATION IS LOCATED ABOUT 7 AIRLINE MILES NORTH OF EBENSBURG,
 KX2327'ABOUT 2 AIRLINE MILES SOUTHWEST OF CARROLLTOWN AND ABOUT 1/2
 KX2327'AIRLINE MILE SOUTH OF ELMORA.  IT IS LOCATED ON THE NORTH SIDE OF
 KX2327'STATE HIGHWAY 553 ABOUT 0.1 MILE WEST OF THE HIGHEST POINT OF
 KX2327'THE HILL AND IT IS ON ROAD RIGHT OF WAY.
 KX2327'
 KX2327'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 219 AND
 KX2327'422 IN EBENSBURG, GO NORTHERLY ON U.S.  HIGHWAY 219 FOR
 KX2327'6.7 MILES TO STATE HIGHWAY 553.
 KX2327'TURN LEFT AND GO WESTERLY ON STATE
 KX2327'HIGHWAY 553 FOR 1.45 MILE TO THE STATION ON THE RIGHT, NORTH SIDE OF
 KX2327'THE ROAD.
 KX2327'
 KX2327'THE STATION MARK IS 26 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 KX2327'553 AND 4.0 FEET SOUTHEAST OF A WITNESS POST.  THE MARK IS A
 KX2327'STANDARD DISK SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT
 KX2327'WHICH PROJECTS 3 INCHES AND IT IS STAMPED ELMORA 1967.
 KX2327'
 KX2327'REFERENCE MARK NO. 1 IS 34.1 FEET EAST OF THE WITNESS POST AND 22
 KX2327'FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 553.  THE MARK IS A
 KX2327'STANDARD DISK SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT
 KX2327'WHICH PROJECTS 6 INCHES AND IT IS STAMPED ELMORA NO 1 1967.
 KX2327'
 KX2327'REFERENCE MARK NO. 2 IS 47.0 FEET SOUTH OF THE WITNESS POST AND 19.5
 KX2327'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 553.  THE
 KX2327'MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH ROUND CONCRETE
 KX2327'MONUMENT WHICH PROJECTS 6 INCHES AND IT IS STAMPED ELMORA
 KX2327'NO 2 1967.
 KX2327'
 KX2327'THE AZIMUTH MARK IS 19 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 KX2327'HIGHWAY 553, 2 FEET NORTHEAST OF A POWER POLE NUMBER NB5
 KX2327'44A AND 1.0 FOOT EAST OF A WITNESS POST.  THE MARK IS A STANDARD DISK
 KX2327'SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH
 KX2327'PROJECTS 6 INCHES AND IT IS STAMPED ELMORA 1967.
 KX2327'
 KX2327'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ON STATE
 KX2327'HIGHWAY 553 FOR 1.2 MILES TO THE MARK ON THE LEFT, SOUTH SIDE OF
 KX2327'THE ROAD.
 KX2327
 KX2327                          STATION RECOVERY (1975)
 KX2327
 KX2327'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 KX2327'ELMORA (1967) RECOVERED GOOD.
 KX2327'
 KX2327'ELMORA RM NO. 1 (1967) RECOVERED GOOD.
 KX2327'
 KX2327'ELMORA RM NO. 2 (1967) RECOVERED GOOD.
 KX2327'
 KX2327'ELMORA 1967 AZI. MK. RECOVERED GOOD.
 KX2327'
 KX2327'DISTANCE AND DIRECTION FROM NEAREST TOWN--7.0 MILES NORTH OF
 KX2327'EBENSBURG AND 2.0 MILES SW OF CARROLTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2325 ***********************************************************************
 KX2325  DESIGNATION -  ELSTIE
 KX2325  PID         -  KX2325
 KX2325  STATE/COUNTY-  PA/CAMBRIA
 KX2325  USGS QUAD   -  ASHVILLE (1972)
 KX2325
 KX2325                         *CURRENT SURVEY CONTROL
 KX2325  ___________________________________________________________________
 KX2325* NAD 83(1992)-  40 31 16.43105(N)    078 31 59.91976(W)     ADJUSTED  
 KX2325* NAVD 88     -       751.29   (+/-2cm)    2464.9    (feet)  VERTCON   
 KX2325  ___________________________________________________________________
 KX2325  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 KX2325  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KX2325
 KX2325  HORZ ORDER  -  FIRST
 KX2325  VERT ORDER  -  THIRD ? (See Below)
 KX2325
 KX2325.The horizontal coordinates were established by classical geodetic methods
 KX2325.and adjusted by the National Geodetic Survey in June 2002..
 KX2325
 KX2325.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2325.The vertical order pertains to the NGVD 29 superseded value.
 KX2325
 KX2325.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2325
 KX2325.The geoid height was determined by GEOID03.
 KX2325
 KX2325;                    North         East     Units Scale Factor Converg.
 KX2325;SPC PA S     -   132,192.945   533,624.920   MT  0.99996026   -0 30 29.5
 KX2325;SPC PA S     -   433,703.02  1,750,734.43   sFT  0.99996026   -0 30 29.5
 KX2325;UTM  17      - 4,488,534.807   708,956.342   MT  1.00013748   +1 36 11.7
 KX2325
 KX2325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2325!SPC PA S     -   0.99988726  x   0.99996026  =   0.99984753
 KX2325!UTM  17      -   0.99988726  x   1.00013748  =   1.00002473
 KX2325
 KX2325:                Primary Azimuth Mark                     Grid Az
 KX2325:SPC PA S     -  WOPSY                                    057 28 17.2
 KX2325:UTM  17      -  WOPSY                                    055 21 36.0
 KX2325
 KX2325|---------------------------------------------------------------------|
 KX2325| PID    Reference Object                     Distance      Geod. Az  |
 KX2325|                                                           dddmmss.s |
 KX2325| KX2205 WOPSY                               APPROX. 9.4 KM 0565747.7 |
 KX2325| AJ2351 ELSTIE RM 1                          19.406 METERS 06550     |
 KX2325| AJ2353 ELSTIE AZ MK                                       1913113.5 |
 KX2325| KX2260 CRESSON HOSPITAL WATER TANK         APPROX. 8.9 KM 1942208.9 |
 KX2325| KX2259 CRESSON HOSPITAL LAUNDRY STACK      APPROX. 8.2 KM 1965024.4 |
 KX2325| KX2261 CRESSON ST JOHNS ORPHANAGE TK       APPROX. 7.7 KM 2065732.9 |
 KX2325| AJ2352 ELSTIE RM 2                          25.283 METERS 25301     |
 KX2325| KX2324 ELSTIE LOOKOUT TOWER 1941            29.282 METERS 25340     |
 KX2325|---------------------------------------------------------------------|
 KX2325
 KX2325                          SUPERSEDED SURVEY CONTROL
 KX2325
 KX2325  NAD 83(1986)-  40 31 16.43836(N)    078 31 59.92975(W) AD(       ) 1
 KX2325  NAD 27      -  40 31 16.19000(N)    078 32 00.87400(W) AD(       ) 1
 KX2325  NGVD 29 (07/19/86)  751.41   (m)         2465.3    (f) LEVELING    3  
 KX2325
 KX2325.Superseded values are not recommended for survey control.
 KX2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2325.See file dsdata.txt to determine how the superseded data were derived.
 KX2325
 KX2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE0895688535(NAD 83)
 KX2325_MARKER: DS = TRIANGULATION STATION DISK
 KX2325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2325_STAMPING: ELSTIE 1941
 KX2325_MARK LOGO: CGS   
 KX2325_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX2325+STABILITY: SURFACE MOTION
 KX2325
 KX2325  HISTORY     - Date     Condition        Report By
 KX2325  HISTORY     - 1941     MONUMENTED       CGS
 KX2325  HISTORY     - 1961     MARK NOT FOUND   CGS
 KX2325  HISTORY     - 19610621 GOOD             CGS
 KX2325
 KX2325                          STATION DESCRIPTION
 KX2325
 KX2325'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2325'THE STATION IS ABOUT 1.5 MILES SW OF COUPON, ON A PARTLY BARE HILL OF
 KX2325'THE ALLEGHENY RANGE, NEAR THE SITE OF THE ELSTIE LOOKOUT TOWER,
 KX2325'WHICH IS OWNED AND OPERATED BY THE DEPARTMENT OF FORESTS AND WATERS.
 KX2325'MARK IS STAMPED ELSTIE 1941 AND PROJECTS 8 INCHES.
 KX2325'
 KX2325'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 KX2325'IN CONCRETE.
 KX2325'
 KX2325'REFERENCE MARK NO. 1 IS A STANDARD DISK WEDGED IN A DRILL HOLE IN
 KX2325'BEDROCK ABOUT 4 BY 3 FEET IN DIAMETER AND FLUSH WITH THE GROUND.
 KX2325'IT IS STAMPED ELSTIE NO. 1 1941.
 KX2325'
 KX2325'REFERENCE MARK NO. 2 IS SET IN THE CONCRETE BASE THAT SUPPORTS THE NE
 KX2325'LEG OF THE LOOKOUT TR.  IT IS STAMPED ELSTIE NO.  2 1941 AND
 KX2325'PROJECTS 8 INCHES.
 KX2325'
 KX2325'THE AZIMUTH MARK IS ON PROPERTY OWNED AND OCCUPIED BY WALTER
 KX2325'EICHENLAUB.  IT IS 23 FT E OF THE CENTER OF STATE HIGHWAY 36 AND
 KX2325'110 FEET SW OF THE SW CORNER OF THE EICHENLAUB HOME.  MARK IS STAMPED
 KX2325'ELSTIE 1941 AND PROJECTS 4 INCHES.
 KX2325'
 KX2325'TO REACH FROM THE STATION GO E TO STATE HIGHWAY 36, TURN RIGHT AND GO
 KX2325'0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 KX2325'
 KX2325'TO REACH THE STATION FROM THE FIRE WARDENS OFFICE ON THE W EDGE OF
 KX2325'COUPON, GO S ON STATE HIGHWAY 36 FOR 1.6 MILES TO A GRAVEL ROAD
 KX2325'RIGHT, TURN RIGHT AND GO 0.15 MILE TO THE ELSTIE LOOKOUT TOWER AND
 KX2325'STATION.
 KX2325'
 KX2325'A 50-FOOT TOWER WILL SEE A 15-FOOT LIGHT AT STATION WOPSY.
 KX2325'
 KX2325'A 64-FOOT TOWER WILL SEE A 28-FOOT LIGHT AT STATION KETTLE.
 KX2325'
 KX2325'A 64-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION BRUSH.
 KX2325'
 KX2325'AN 8-FOOT STAND WILL SEE A 10-FOOT LIGHT AT STATION SAXTON.
 KX2325'
 KX2325'A 4-FOOT STAND WILL SEE A 74-FOOT LIGHT AT STATION BLUE KNOB.
 KX2325'
 KX2325'A 4-FOOT STAND WILL SEE A 74-FOOT LIGHT AT STATION SPRING.
 KX2325'
 KX2325'A 37-FOOT TOWER WILL SEE A 47-FOOT LIGHT AT STATION FYE U.S.G.S.
 KX2325'
 KX2325'A 37-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATION WESS U.S.G.S.
 KX2325'
 KX2325'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 KX2325
 KX2325                          STATION RECOVERY (1961)
 KX2325
 KX2325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WEH)
 KX2325'THE AZIMUTH MARK WAS FOUND LYING ON THE GROUND.  LOOKS LIKE IT WAS
 KX2325'HIT BY A SNOW PLOW.
 KX2325
 KX2325                          STATION RECOVERY (1961)
 KX2325
 KX2325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CLN)
 KX2325'THE STATION MARK AND REFERENCE MARK ONE WERE RECOVERED AND FOUND IN
 KX2325'GOOD CONDITION.  REFERENCE MARK TWO AND THE AZIMUTH MARK WERE BOTH
 KX2325'FOUND DESTROYED.  A NEW REFERENCE MARK THREE WAS SET BACK IN THE SAME
 KX2325'GENERAL LOCATION AS THE FORMER REFERENCE MARK TWO.  THE ENTIRE AREA,
 KX2325'EXCEPT WHERE THE MARKS ARE PRESENTLY LOCATED, IS SUBJECT TO UNDER GO
 KX2325'CONSTRUCTION IN THE NEAR FUTURE.  THERE IS NO LOCATION AVAILABLE,
 KX2325'WHICH IS VISIBLE FROM THE GROUND, TO SET A NEW AZIMUTH MARK AT THE
 KX2325'TIME.  THE ELSTIE LOOKOUT TOWER HAS BEEN TORN DOWN.  A SHORTER
 KX2325'DISTANCE OF 0.05 FT (1.52 CM) WAS NOTED TO REFERENCE MARK ONE.  IT IS
 KX2325'BELIEVED THE MOST RECENT INFORMATION AVAILABLE IS A SLOPE MEASUREMENT.
 KX2325'A COMPLETE NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 11.3
 KX2325'KM (7.00 MI) WEST OF ALTOONA, 8.0 KM (4.95 MI) NORTH OF SUMMIT AND 2.4
 KX2325'KM (1.50 MI) SOUTH OF COUPON.  OWNERSHIP-- PENNSYLVANIA DEPARMENT OF
 KX2325'FOREST AND WATERS.
 KX2325' 
 KX2325'TO REACH THE STATION FROM THE CENTER OF THE SMALL VILLAGE OF TUNNEL
 KX2325'HILL, (THIS IS 0.8 KM (0.50 MI) NORTH OF WHERE THE MAIN ROAD CROSSES
 KX2325'US HIGHWAY 22) GO NORTH ON THE MAIN ROAD FOR 4.3 KM (2.65 MI) TO A
 KX2325'SIDE ROAD RIGHT AT CRESSON CAMPGROUNDS.  CONTINUE NORTH ON THE PAVED
 KX2325'ROAD FOR 0.9 KM (0.55 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST
 KX2325'ON A GRAVELED ROAD FOR 0.15 KM (0.10 MI) TO A POINT WHERE THE ROAD
 KX2325'CURVES RIGHT. TURN RIGHT AND GO NORTH ON THE GRAVELED ROAD FOR 0.1 KM
 KX2325'(0.05 MI) TO THE STATION ON THE LEFT AT THE SITE OF THE FORMED ELSTIE
 KX2325'LOOKOUT TOWER.
 KX2325' 
 KX2325'THE STATION IS A STANDARD CGS DISK STAMPED--ELSTIE 1941--, SET INTO
 KX2325'THE TOP OF A SQUARE CONCRETE MONUMENT 10 INCHES (25 CM) IN DIAMETER,
 KX2325'PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND.  LOCATED 75.0 FT (22.9
 KX2325'M) W FROM A POWERLINE POLE WITH A ELECTRIC METER, 33.9 FT (10.3 M) W
 KX2325'FROM THE CENTER OF THE NORTH-SOUTH BLADED ROAD, 14.0 FT (4.3 M) N FROM
 KX2325'THE CENTER OF A TRACK ROAD WHICH CIRCLES THE OLD TOWER, 10.8 FT (3.3
 KX2325'M) SE FROM A 10-INCH MAPLE TREE WITH A TRIANGULAR BLAZE, AND 1.5 FT
 KX2325'(0.5 M) E FROM A WITNESS POST.
 KX2325' 
 KX2325'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--ELSTIE NO 1 1941-,
 KX2325'SET INTO ROCK OUTCROP 2.5 FT (0.8 M) LARGEST DIMENSION LOCATED 61.5 FT
 KX2325'(18.7 M) NW FROM THE POWERLINE POLE WITH THE ELECTRIC METER, 59.0 FT
 KX2325'(18.0 M) NNE FROM THE MAPLE TREE WITH THE TRIANGULAR BLAZE, 20.0 FT
 KX2325'(6.1 M) N FROM A SMALL CABLE GATE, 6.0 FT (1.8 M) W FROM THE CENTER OF
 KX2325'THE NORTH-SOUTH ROAD, AND 1 FT (0.3 M) HIGHER THAN THE STATION.
 KX2325' 
 KX2325'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--ELSTIE 1941 NO 3
 KX2325'1981--, CEMENTED IN A DRILL HOLE IN THE NORTHEAST PART OF THE FORMER
 KX2325'BASE FOR THE SOUTHEAST LEG OF THE ELSTIE LOOKOUT TOWER AND IT PROJECTS
 KX2325'ABOUT 20 CM (8 INCHES) ABOVE THE GROUND.  LOCATED 88.0 FT (26.8 M) E
 KX2325'FROM THE EAST ENTRANCE TO THE OLD STONE RANGERS HOUSE, 77.0 FT (23.5
 KX2325'M) W FROM THE CENTER OF THE NORTH-SOUTH ROAD, 56.0 FT (17.1 M) WSW
 KX2325'FROM A POWERLINE LIGHTPOLE, 18.5 FT (5.6 M) S FROM THE NORTHEAST
 KX2325'FOUNDATION OF THE OLD LOOKOUT TOWER, AND 1 FT (0.3 M) LOWER THAN THE
 KX2325'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2324 ***********************************************************************
 KX2324  DESIGNATION -  ELSTIE LOOKOUT TOWER 1941
 KX2324  PID         -  KX2324
 KX2324  STATE/COUNTY-  PA/CAMBRIA
 KX2324  USGS QUAD   -  ASHVILLE (1972)
 KX2324
 KX2324                         *CURRENT SURVEY CONTROL
 KX2324  ___________________________________________________________________
 KX2324* NAD 83(1992)-  40 31 16.16411(N)    078 32 01.11354(W)     ADJUSTED  
 KX2324* NAVD 88     -                                                        
 KX2324  ___________________________________________________________________
 KX2324  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 KX2324  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KX2324
 KX2324  HORZ ORDER  -  THIRD
 KX2324
 KX2324.The horizontal coordinates were established by classical geodetic methods
 KX2324.and adjusted by the National Geodetic Survey in June 2002..
 KX2324
 KX2324
 KX2324.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2324
 KX2324.The geoid height was determined by GEOID03.
 KX2324
 KX2324;                    North         East     Units Scale Factor Converg.
 KX2324;SPC PA S     -   132,184.961   533,596.749   MT  0.99996025   -0 30 30.3
 KX2324;SPC PA S     -   433,676.83  1,750,642.00   sFT  0.99996025   -0 30 30.3
 KX2324;UTM  17      - 4,488,525.789   708,928.479   MT  1.00013734   +1 36 11.0
 KX2324
 KX2324                          SUPERSEDED SURVEY CONTROL
 KX2324
 KX2324  NAD 83(1986)-  40 31 16.17143(N)    078 32 01.12353(W) AD(       ) 4
 KX2324  NAD 27      -  40 31 15.92300(N)    078 32 02.06800(W) AD(       ) 3
 KX2324
 KX2324.Superseded values are not recommended for survey control.
 KX2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2324.See file dsdata.txt to determine how the superseded data were derived.
 KX2324
 KX2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE0892888526(NAD 83)
 KX2324_MARKER: 57 = LOOKOUT TOWER
 KX2324
 KX2324  HISTORY     - Date     Condition        Report By
 KX2324  HISTORY     - 1941     FIRST OBSERVED   CGS
 KX2324
 KX2324                          STATION DESCRIPTION
 KX2324
 KX2324'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2324'THE STATION IS ABOUT 1.5 MILES SW OF COUPON, ON A PARTLY BARE HILL OF
 KX2324'THE ALLEGHENY RANGE, AND ON LAND OWNED BY THE STATE, AND
 KX2324'OPERATED BY THE DEPARTMENT OF FORESTS AND WATERS.  IT IS A
 KX2324'FOUR-LEGGED STEEL STRUCTURE ABOUT 90 FEET HIGH WITH A
 KX2324'GLASS-ENCLOSED CAB AT THE TOP, AND THE ENTIRE STRUCTURE IS PAINTED IN
 KX2324'ALTERNATE STRIPES OF RED AND GRAY, WITH THE NUMBERALS 105 PAINTED
 KX2324'ON ALL FOUR SIDES OF THE CAB.  THE CENTER OF THE TOWER WAS THE POINT
 KX2324'OBSERVED UPON.
 KX2324'
 KX2324'A TRAVERSE CONNECTION WAS MADE FROM THE CENTER OF THE BASE OF THE
 KX2324'TOWER TO STATION ELSTIE.  THE DISTANCE IS 29.282 METERS (96.07
 KX2324'FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3023 ***********************************************************************
 KY3023  DESIGNATION -  ELWOOD CITY ATT MICROWAVE MAST
 KY3023  PID         -  KY3023
 KY3023  STATE/COUNTY-  PA/BEAVER
 KY3023  USGS QUAD   -  ZELIENOPLE (1990)
 KY3023
 KY3023                         *CURRENT SURVEY CONTROL
 KY3023  ___________________________________________________________________
 KY3023* NAD 83(1992)-  40 50 45.31743(N)    080 13 23.58736(W)     ADJUSTED  
 KY3023* NAVD 88     -                                                        
 KY3023  ___________________________________________________________________
 KY3023  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 KY3023  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 KY3023
 KY3023  HORZ ORDER  -  THIRD
 KY3023
 KY3023.The horizontal coordinates were established by classical geodetic methods
 KY3023.and adjusted by the National Geodetic Survey in June 2002..
 KY3023
 KY3023
 KY3023.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3023
 KY3023.The geoid height was determined by GEOID03.
 KY3023
 KY3023;                    North         East     Units Scale Factor Converg.
 KY3023;SPC PA S     -   170,873.953   391,462.226   MT  0.99998325   -1 36 16.6
 KY3023;SPC PA S     -   560,608.96  1,284,322.32   sFT  0.99998325   -1 36 16.6
 KY3023;UTM  17      - 4,521,943.432   565,480.685   MT  0.99965277   +0 30 29.0
 KY3023
 KY3023                          SUPERSEDED SURVEY CONTROL
 KY3023
 KY3023  NAD 83(1995)-  40 50 45.31898(N)    080 13 23.58328(W) AD(       ) 4
 KY3023  NAD 83(1986)-  40 50 45.32123(N)    080 13 23.59325(W) AD(       ) 4
 KY3023  NAD 27      -  40 50 45.08600(N)    080 13 24.39300(W) AD(       ) 3
 KY3023
 KY3023.Superseded values are not recommended for survey control.
 KY3023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3023.See file dsdata.txt to determine how the superseded data were derived.
 KY3023
 KY3023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF6548121943(NAD 83)
 KY3023_MARKER: 44 = MICROWAVE MAST
 KY3023
 KY3023  HISTORY     - Date     Condition        Report By
 KY3023  HISTORY     - 1959     FIRST OBSERVED   CGS
 KY3023  HISTORY     - 1967     GOOD             CGS
 KY3023
 KY3023                          STATION DESCRIPTION
 KY3023
 KY3023'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 KY3023'STATION IS LOCATED APPROXIMATELY 4 MILES SOUTHEAST OF THE CENTER
 KY3023'OF ELWOOD CITY, 0.3 MILE NORTH OF STATE HIGHWAY 288, IN A PASTURE
 KY3023'AND ABOUT 150 FEET NORTH OF THE CENTER OF A EAST-WEST GRAVELED
 KY3023'ROAD.  IT IS A 4-STEEL CHANNEL COLUMN STRUCTURE, APPROXIMATELY 325
 KY3023'FEET IN HEIGHT.  IT HAS 4 VOICE MIRRORS AND A RED LIGHT MOUNTED AT
 KY3023'THE TOP.  IT IS ORANGE AND WHITE IN COLOR.
 KY3023
 KY3023                          STATION RECOVERY (1967)
 KY3023
 KY3023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KY3023'RECOVERED AS DESCRIBED IN 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0991 ***********************************************************************
 KW0991  DESIGNATION -  EMIGS
 KW0991  PID         -  KW0991
 KW0991  STATE/COUNTY-  PA/YORK
 KW0991  USGS QUAD   -  YORK HAVEN (1990)
 KW0991
 KW0991                         *CURRENT SURVEY CONTROL
 KW0991  ___________________________________________________________________
 KW0991* NAD 83(1992)-  40 01 37.75344(N)    076 44 41.11304(W)     ADJUSTED  
 KW0991* NAVD 88     -       159.892  (meters)     524.58   (feet)  ADJUSTED  
 KW0991  ___________________________________________________________________
 KW0991  X           -   1,121,424.207 (meters)                     COMP
 KW0991  Y           -  -4,760,564.407 (meters)                     COMP
 KW0991  Z           -   4,080,375.796 (meters)                     COMP
 KW0991  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 KW0991  ELLIP HEIGHT-         126.02  (meters)          (06/21/02) GPS OBS
 KW0991  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KW0991  DYNAMIC HT  -         159.809 (meters)     524.31  (feet)  COMP
 KW0991  MODELED GRAV-     980,104.1   (mgal)                       NAVD 88
 KW0991
 KW0991  HORZ ORDER  -  SECOND
 KW0991  VERT ORDER  -  SECOND    CLASS 0
 KW0991  ELLP ORDER  -  FOURTH    CLASS I
 KW0991
 KW0991.The horizontal coordinates were established by classical geodetic methods
 KW0991.and adjusted by the National Geodetic Survey in June 2002..
 KW0991
 KW0991.The orthometric height was determined by differential leveling
 KW0991.and adjusted by the National Geodetic Survey in June 1991..
 KW0991
 KW0991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KW0991
 KW0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW0991
 KW0991.The ellipsoidal height was determined by GPS observations
 KW0991.and is referenced to NAD 83.
 KW0991
 KW0991.The geoid height was determined by GEOID03.
 KW0991
 KW0991.The dynamic height is computed by dividing the NAVD 88
 KW0991.geopotential number by the normal gravity value computed on the
 KW0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0991.degrees latitude (g = 980.6199 gals.).
 KW0991
 KW0991.The modeled gravity was interpolated from observed gravity values.
 KW0991
 KW0991;                    North         East     Units Scale Factor Converg.
 KW0991;SPC PA S     -    77,526.453   685,804.856   MT  0.99998665   +0 39 07.9
 KW0991;SPC PA S     -   254,351.37  2,250,011.43   sFT  0.99998665   +0 39 07.9
 KW0991;UTM  18      - 4,432,229.148   351,123.340   MT  0.99987286   -1 07 20.4
 KW0991
 KW0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW0991!SPC PA S     -   0.99998023  x   0.99998665  =   0.99996688
 KW0991!UTM  18      -   0.99998023  x   0.99987286  =   0.99985309
 KW0991
 KW0991|---------------------------------------------------------------------|
 KW0991| PID    Reference Object                     Distance      Geod. Az  |
 KW0991|                                                           dddmmss.s |
 KW0991| KW0990 EMIGS RM 1                           12.498 METERS 08621     |
 KW0991| JV6085 YORK RADIO WNOW TALLEST MAST        APPROX. 5.3 KM 1262419.0 |
 KW0991| KW0992 EMIGS RM 2                           21.108 METERS 17003     |
 KW0991| KW0993 EMIGS RM 3                            4.235 METERS 25512     |
 KW0991|---------------------------------------------------------------------|
 KW0991
 KW0991                          SUPERSEDED SURVEY CONTROL
 KW0991
 KW0991  NAD 83(1991)-  40 01 37.74870(N)    076 44 41.11899(W) AD(       ) 2
 KW0991  ELLIP H (01/27/92)  125.94   (m)                       GP(       ) 4 1
 KW0991  NAD 83(1986)-  40 01 37.74621(N)    076 44 41.11321(W) AD(       ) 2
 KW0991  NAD 27      -  40 01 37.40130(N)    076 44 42.23390(W) AD(       ) 2
 KW0991  NGVD 29 (??/??/??)  160.134  (m)          525.37   (f) ADJUSTED    2 0
 KW0991
 KW0991.Superseded values are not recommended for survey control.
 KW0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0991.See file dsdata.txt to determine how the superseded data were derived.
 KW0991
 KW0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK5112332229(NAD 83)
 KW0991_MARKER: DS = TRIANGULATION STATION DISK
 KW0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0991_SP_SET: SQUARE CONCRETE MONUMENT
 KW0991_STAMPING: EMIGS 1960
 KW0991_MARK LOGO: CGS   
 KW0991_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0991+STABILITY: SURFACE MOTION
 KW0991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW0991+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1990
 KW0991
 KW0991  HISTORY     - Date     Condition        Report By
 KW0991  HISTORY     - 1960     MONUMENTED       CGS
 KW0991  HISTORY     - 1961     GOOD             CGS
 KW0991  HISTORY     - 1966     GOOD             CGS
 KW0991  HISTORY     - 1970     GOOD             NGS
 KW0991  HISTORY     - 1970     GOOD             NGS
 KW0991  HISTORY     - 1975     GOOD             PADT
 KW0991  HISTORY     - 19880913 GOOD             NGS
 KW0991  HISTORY     - 19890131 GOOD
 KW0991  HISTORY     - 19901107 GOOD             NGS
 KW0991  HISTORY     - 20040808 MARK NOT FOUND   GEOCAC
 KW0991
 KW0991                          STATION DESCRIPTION
 KW0991
 KW0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW0991'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTH OF YORK AND ABOUT 1.0
 KW0991'MILE WEST-NORTHWEST OF THE SMALL VILLAGE OF EMIGSVILLE.  IT
 KW0991'IS ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 111, PROPOSED INTERSTATE
 KW0991'ROUUTE 83.
 KW0991'
 KW0991'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAY 111 AND STATE
 KW0991'HIGHWAY 24 AT THE NORTHEAST EDGE OF YORK, GO NORTH ON U.S.
 KW0991'HIGHWAY 111 FOR 2.6 MILES TO THE STATION ON THE LEFT SIDE OF U.S.
 KW0991'HIGHWAY 111 AND AT THE SOUTH END OF GUARD RAIL.
 KW0991'
 KW0991'THE STATION, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE MONUMENT
 KW0991'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND, STAMPED
 KW0991'EMIGS 1960.  IT IS 65.6 FEET SOUTH-SOUTHEAST OF A POWERLINE POLE,
 KW0991'21.2 FEET WEST OF THE CENTER LINE OF THE SOUTH BOUND LANE
 KW0991'OF U.S. HIGHWAY 111, 4.8 FEET NORTH OF STANDARD METAL WITNESS POST
 KW0991'AND MARKER AND 4.2 FEET NORTH OF THE SOUTH END OF GUARD RAIL.
 KW0991'
 KW0991'REFERENCE MARK 1, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 KW0991'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND,
 KW0991'STAMPED EMIGS NO 1 1960.  IT IS SET IN THE MEDIAN STRIP OF U.S.
 KW0991'HIGHWAY 111, 41.4 FEET EAST OF A STANDARD METAL WITNESS POST
 KW0991'AND MARKER, 23.8 FEET WEST OF THE CENTER LINE OF NORTH BOUND LANE OF
 KW0991'U.S. HIGHWAY 111 AND 19.0 FEET EAST OF THE CENTER LINE OF
 KW0991'SOUTH BOUND LANE OF U.S. HIGHWAY 111.
 KW0991'
 KW0991'REFERENCE MARK 2, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 KW0991'MONUMENT WHICH PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF
 KW0991'THE GROUND AND IS STAMPED EMIGS NO 2 1960.  IT IS ABOUT 1.0 FOOT
 KW0991'HIGHER THAN THE STATION, 65.7 FEET SOUTH OF A STANDARD METAL
 KW0991'WITNESS POST AND MARKER, 24.7 FEET WEST OF THE CENTER LINE OF THE
 KW0991'SOUTH BOUND LANE OF U.S. HIGHWAY 111 AND IS SET AT THE
 KW0991'NORTHEAST CORNER OF A SMALL ORCHARD.
 KW0991'
 KW0991'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KW0991
 KW0991                          STATION RECOVERY (1961)
 KW0991
 KW0991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 KW0991'7.7 MI S FROM NEWBERRYTOWN.
 KW0991'ABOUT 7.7 MILES SOUTH ALONG INTERSTATE HIGHWAY 83 (U.S. HIGHWAY
 KW0991'111) FROM THE JUNCTION OF 382 AT THE INTERCHANGE BRIDGE OF
 KW0991'INTERSTATE HIGHWAY 83 (U.S. HIGHWAY 111) AT THE WEST EDGE OF
 KW0991'NEWBERRYTOWN, SET IN TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 KW0991'ABOUT 1 INCH ABOVE THE SURFACE OF THE GROUND, ABOUT 350.0 FEET
 KW0991'NORTHWEST OF THE NORTHWEST CORNER OF THE PINE HILL RABBIT RANCH
 KW0991'BUILDING, 78.0 FEET SOUTHEAST OF POWERLINE POLE NO. ME-313236,
 KW0991'72.0 FEET NORTH OF THE NORTHEAST CORNER OF AN ORCHARD, 21.0 FEET
 KW0991'WEST OF THE CENTERLINE OF THE SOUTH BOUND TRAFFIC LANE OF
 KW0991'INTERSTATE HIGHWAY 83 (U.S. HIGHWAY 111), 4.5 FEET NORTH OF THE
 KW0991'SOUTH GUARDRAIL METAL POST, 3.6 FEET NORTH OF A STANDARD METAL
 KW0991'WITNESS POST AND MARKER, SET IN LINE AND UNDERNEATH THE CABLE OF
 KW0991'THE GUARD RAIL AND IS ABOUT 1.0 FOOT ABOVE THE LEVEL OF THE
 KW0991'HIGHWAY.
 KW0991
 KW0991                          STATION RECOVERY (1966)
 KW0991
 KW0991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW0991'THE STATION, REFERENCE MARKS 1 AND 2 RECOVERED AS DESCRIBED IN 1960.
 KW0991'THE DESCRIPTION IS ADEQUATE WITH THE EXCEPTION THAT
 KW0991'U.S. HIGHWAY 111 IS NOW INTERSTATE HIGHWAY 83.
 KW0991'
 KW0991'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4-1/2 MILES N OF
 KW0991'YORK.
 KW0991'
 KW0991'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 KW0991
 KW0991                          STATION RECOVERY (1970)
 KW0991
 KW0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 KW0991'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND TO BE
 KW0991'IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS DESTROYED WHEN
 KW0991'THE HIGHWAY WAS IMPROVED.
 KW0991'
 KW0991'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION- THE STATION IS ABOUT
 KW0991'4.5 MILES NORTH OF YORK AND ABOUT 1.0 MILE WEST-NORTHWEST
 KW0991'OF THE VILLAGE OF EMIGSVILLE.  IT IS LOCATED ON THE RIGHT-OF-WAY OF
 KW0991'INTERSTATE HIGHWAY I-83.
 KW0991'
 KW0991'THE STATION IS A TRIANGULATION STATION MARK DISK SET IN THE TOP OF A
 KW0991'CONCRETE MONUMENT THAT IS FLUSH WITH SURFACE OF THE GROUND AND
 KW0991'NEARLY UNDER A CABLE GUARD RAIL.  IT IS ON THE SUMMIT OF GRADE OF
 KW0991'HIGHWAY, ABOUT 0.2 MILE NORTH OF A LARGE YORK BARBELL
 KW0991'SIGN ON BUILDING, 21.5 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND
 KW0991'TRAFFIC LANE OF HIGHWAY I-83, 15.0 FEET EAST OF A METAL
 KW0991'WITNESS POST AND SIGN THAT IS AT WEST EDGE OF HIGHWAY
 KW0991'RIGHT-OF-WAY, 4.5 FEET NORTH OF THE SOUTH END OF GUARD RAIL, AND
 KW0991'4.0 FEET NORTH OF ANOTHER METAL WITNESS POST AND SIGN.  THERE
 KW0991'IS A SUBSURFACE MARK FOR THIS STATION.  THE DISK IS STAMPED EMIGS
 KW0991'1960.
 KW0991'
 KW0991'REFERENCE MARK NO. 2 IS LOCATED ON HIGHWAY RIGHT-OF-WAY PROPERTY,
 KW0991'ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE STATION, 65
 KW0991'FEET SOUTH OF THE SOUTH END OF GUARD RAIL, 24.7 FEET WEST OF THE
 KW0991'CENTERLINE OF SOUTH BOUND TRAFFIC LANE OF HIGHWAY I-83,
 KW0991'12.5 FEET EAST OF WEST RIGHT-OF-WAY FENCE, AND JUST ABOVE LOW CUT IN
 KW0991'ROAD BANK.  IT IS A REFERENCE MARK DISK STAMPED EMIGS NO 2
 KW0991'1960, SET IN TOP OF CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES.
 KW0991'
 KW0991'REFERENCE MARK NO. 3 IS LOCATED AT WEST EDGE OF HIGHWAY RIGHT-OF-WAY,
 KW0991'35.3 FEET WEST OF THE CENTERLINE OF SOUTH BOUND TRAFFIC LANE
 KW0991'OF HIGHWAY I-83, 14 FEET NORTHWEST OF SOUTH END OF GUARD RAIL, 1.5
 KW0991'FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN, AND 1.0
 KW0991'FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE.  THE MARK IS SET FLUSH WITH
 KW0991'GROUND AND THE DISK IS STAMPED EMIGS NO 3 1960 1970.
 KW0991'
 KW0991'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 KW0991'
 KW0991'TO REACH THE
 KW0991'STATION FROM STRINESTOWN, AT THE JUNCTION OF HIGHWAYS I-83 AND ST.
 KW0991'HWY. 295 (EXIT NO. 12), GO SOUTH ON INTERSTATE HIGHWAY I-83 FOR
 KW0991'3.9 MILES TO THE SUMMIT OF A GRADE AND STATION ON THE RIGHT.  IT IS
 KW0991'0.45 MILE NORTH OF EXIT NO. 11 AND 0.2 MILE NORTH OF A LARGE
 KW0991'BAR BELL SIGN ON A BUILDING.
 KW0991'
 KW0991'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4.5 MILES NORTH OF
 KW0991'YORK
 KW0991
 KW0991                          STATION RECOVERY (1970)
 KW0991
 KW0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KW0991'4.5 MILES N OF YORK, PINE HILL RABBIT RANCH BUILDING NO LONGER EXISTS.
 KW0991
 KW0991                          STATION RECOVERY (1975)
 KW0991
 KW0991'RECOVERY NOTE BY PA DEPT OF TRANSP 1975 (EEB)
 KW0991'EMIGS 1960 GOOD
 KW0991'
 KW0991'EMIGS 1960 NO 3 1970 GOOD.
 KW0991'
 KW0991'EMIGS NO 2 1960 GOOD
 KW0991'
 KW0991'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4-1/2 MILES NORTH
 KW0991'OF YORK
 KW0991
 KW0991                          STATION RECOVERY (1988)
 KW0991
 KW0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KW0991'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 KW0991'FOLLOWS.  OTHER MARKS NOT SEARCHED FOR.
 KW0991'THE STATION IS LOCATED ABOUT 7.3 KM (4.55 MI) NORTH OF YORK, 1.5 KM
 KW0991'(0.95 MI) NORTHWEST OF EMIGSVILLE, 0.8 KM (0.50 MI) NORTH-NORTHWEST OF
 KW0991'EXIT 11, AND ON THE WEST RIGHT-OF-WAY OF INTERSTATE HIGHWAY 83.
 KW0991'OWNERSHIP--STATE OF PENNSYLVANIA.
 KW0991'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 181 AND 238 IN
 KW0991'EMIGSVILLE, GO WESTERLY ON HIGHWAY 238 FOR 1.4 KM (0.85 MI) TO THE
 KW0991'INTERSTATE HIGHWAY 83 OVERPASS.  CONTINUE STRAIGHT AHEAD AND GO
 KW0991'WESTERLY ON HIGHWAY 238 FOR 0.4 KM (0.25 MI) TO A PAVED ROAD ON THE
 KW0991'RIGHT.  TURN RIGHT AND GO NORTH ON STATE HIGHWAY 295 FOR 0.5 KM
 KW0991'(0.30 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST
 KW0991'ON CRONE ROAD FOR 0.4 KM (0.25 MI) TO THE STATION ON THE RIGHT.
 KW0991'THE STATION MARK IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE
 KW0991'CONCRETE MONUMENT 30 CM ON A SIDE PROJECTING 1 CM ABOVE THE GROUND.
 KW0991'LOCATED 35.9 M (117.8 FT) NORTH OF A STREET LIGHT IN THE SOUTHEAST
 KW0991'CORNER OF A PARKING LOT, 28.8 M (94.5 FT) SOUTHEAST OF THE CENTERLINE
 KW0991'OF CRONE ROAD, 27.0 M (88.6 FT) SOUTH OF UTILITY POLE NUMBER 2205-MC,
 KW0991'6.6 M (21.7 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND
 KW0991'LANE OF HIGHWAY 83, AND 4.6 M (15.1 FT) EAST-NORTHEAST OF A METAL
 KW0991'WITNESS POST IN THE FENCE LINE.
 KW0991'DESCRIBED BY E.J. HANSMANN, TYPED BY R.L. ZURFLUH.
 KW0991
 KW0991                          STATION RECOVERY (1989)
 KW0991
 KW0991'RECOVERED 1989
 KW0991'RECOVERED IN GOOD CONDITION.
 KW0991
 KW0991                          STATION RECOVERY (1990)
 KW0991
 KW0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 KW0991'THE STATION IS LOCATED ABOUT 1.5 KM (0.9 MI) NORTHWEST OF EMIGSVILLE,
 KW0991'7.3 KM (4.5 MI) NORTH OF YORK, 0.8 KM (0.5 MI) NORTH-NORTHWEST OF
 KW0991'EXIT 11 OF INTERSTATE HIGHWAY 83 AND ON THE WEST SIDE OF INTERSTATE
 KW0991'HIGHWAY 83.  OWNERSHIP--PENNSYLVANIA DEPARTMENT OF TRANSPORTATION,
 KW0991'STATE OFFICE BUILDING, HARRISBURG, PA 17112, PHONE 717-787-7445.
 KW0991'NOTE--FOR A GPS SURVEY SAND BAGS SHOULD BE USED FOR TRIPOD AS THE
 KW0991'STATION IS NEAR THE SOUTHBOUND LANE OF THE INTERSTATE.
 KW0991'TO REACH THE STATION FROM THE SOUTHBOUND LANE OF INTERSTATE HIGHWAY 83
 KW0991'AND STATE HIGHWAY 238 (EXIT 11), TURN RIGHT, WEST, ON HIGHWAY 238 F0R
 KW0991'0.4 KM (0.2 MI) TO A STOP SIGN, TURN RIGHT, NORTH, ON SUSQUEHANNA
 KW0991'TRAIL FOR 0.64 KM (0.40 MI) TO THE JUNCTION OF CRONE ROAD ON THE
 KW0991'RIGHT, TURN RIGHT, EAST, ON CRONE ROAD FOR 0.40 KM (0.25 MI) TO THE
 KW0991'END OF THE PARKING LOT FOR CONSOLIDATED FREIGHTWAYS, TURN RIGHT INTO
 KW0991'THE PARKING LOT TO THE STATION ON THE EAST SIDE OF THE INTERSTATE
 KW0991'HIGHWAY RIGHT-OF-WAY.
 KW0991'THE STATION PROJECTS ABOUT 6-INCHES ABOVE THE SHOULDER OF THE
 KW0991'INTERSTATE AND IS LOCATED 6.7 M (22.0 FT) EAST OF THE INTERSTATE
 KW0991'RIGHT-OF-WAY FENCE, 6.6 M (21.7 FT) WEST OF THE CENTERLINE OF THE
 KW0991'SOUTHBOUND LANE OF THE INTERSTATE, 4.5 M (14.8 FT) EAST OF A METAL
 KW0991'WITNESS POST SET ON THE EAST SIDE AND IN THE FENCELINE OF THE
 KW0991'RIGHT-OF-WAY AND 0.6 M (2.0 FT) EAST OF A FIBERGLASS WITNESS POST.
 KW0991
 KW0991                          STATION RECOVERY (2004)
 KW0991
 KW0991'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0991'STATION LOCATION WOULD BE UNDER INTERSTATE 83. REFERENCE MARK 1 IS
 KW0991'DESCRIBED AS BEING IN THE MEDIAN OF INTERSTATE 83 BUT THE MEDIAN HAS
 KW0991'BEEN REMOVED TO WIDEN THE ROAD. REFERENCE MARK 2 LOCATION WOULD BE
 KW0991'UNDER THE ROAD SHOULDER. REFERENCE MARK 3 FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0992 ***********************************************************************
 KW0992  DESIGNATION -  EMIGS RM 2
 KW0992  PID         -  KW0992
 KW0992  STATE/COUNTY-  PA/YORK
 KW0992  USGS QUAD   -  YORK HAVEN (1990)
 KW0992
 KW0992                         *CURRENT SURVEY CONTROL
 KW0992  ___________________________________________________________________
 KW0992* NAD 83(1986)-  40 01 37.     (N)    076 44 41.     (W)     SCALED    
 KW0992* NAVD 88     -       160.304  (meters)     525.93   (feet)  ADJUSTED  
 KW0992  ___________________________________________________________________
 KW0992  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KW0992  DYNAMIC HT  -         160.221 (meters)     525.66  (feet)  COMP
 KW0992  MODELED GRAV-     980,104.1   (mgal)                       NAVD 88
 KW0992
 KW0992  VERT ORDER  -  SECOND    CLASS 0
 KW0992
 KW0992.The horizontal coordinates were scaled from a topographic map and have
 KW0992.an estimated accuracy of +/- 6 seconds.
 KW0992
 KW0992.The orthometric height was determined by differential leveling
 KW0992.and adjusted by the National Geodetic Survey in June 1991..
 KW0992
 KW0992.The geoid height was determined by GEOID03.
 KW0992
 KW0992.The dynamic height is computed by dividing the NAVD 88
 KW0992.geopotential number by the normal gravity value computed on the
 KW0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0992.degrees latitude (g = 980.6199 gals.).
 KW0992
 KW0992.The modeled gravity was interpolated from observed gravity values.
 KW0992
 KW0992;                    North         East    Units  Estimated Accuracy
 KW0992;SPC PA S     -    77,500.      685,810.      MT  (+/- 180 meters Scaled)
 KW0992
 KW0992                          SUPERSEDED SURVEY CONTROL
 KW0992
 KW0992  NGVD 29 (??/??/??)  160.546  (m)          526.72   (f) ADJUSTED    2 0
 KW0992
 KW0992.Superseded values are not recommended for survey control.
 KW0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0992.See file dsdata.txt to determine how the superseded data were derived.
 KW0992
 KW0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK511322(NAD 83)
 KW0992_MARKER: DR = REFERENCE MARK DISK
 KW0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0992_STAMPING: EMIGS NO 2 1960
 KW0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0992+STABILITY: SURFACE MOTION
 KW0992
 KW0992  HISTORY     - Date     Condition        Report By
 KW0992  HISTORY     - 1960     MONUMENTED       CGS
 KW0992  HISTORY     - 1961     GOOD             CGS
 KW0992  HISTORY     - 1970     GOOD             NGS
 KW0992  HISTORY     - 20040808 MARK NOT FOUND   GEOCAC
 KW0992
 KW0992                          STATION DESCRIPTION
 KW0992
 KW0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KW0992'7.7 MI S FROM NEWBERRYTOWN.
 KW0992'ABOUT 7.7 MILES SOUTH ALONG INTERSTATE HIGHWAY 83 (U.S. HIGHWAY
 KW0992'111) FROM THE JUNCTION OF STATE HIGHWAY 382 AT THE INTERCHANGE
 KW0992'BRIDGE OF INTERSTATE HIGHWAY 83 (U.S. HIGHWAY 111) AT THE WEST
 KW0992'EDGE OF NEWBERRYTOWN, SET IN TOP OF A SQUARE CONCRETE MONUMENT
 KW0992'FLUSH WITH THE SURFACE OF THE GROUND, ABOUT 340.0 FEET NORTHWEST
 KW0992'OF THE NORTHWEST CORNER OF THE PINE HILL RABBIT RANCH BUILDING,
 KW0992'69.2 FEET SOUTH OF THE STATION MARK, 65.5 FEET SOUTH OF A STANDARD
 KW0992'METAL WITNESS POST AND MARKER, 24.9 FEET WEST OF THE CENTERLINE OF
 KW0992'THE SOUTH BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 83 (U.S. HIGHWAY
 KW0992'111), 14.0 FEET EAST OF THE NORTHEAST CORNER OF AN ORCHARD, 3.0
 KW0992'FEET WEST OF THE EAST EDGE OF 2.0 FOOT CUT BANK AND IS ABOUT 2.0
 KW0992'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 KW0992
 KW0992                          STATION RECOVERY (1970)
 KW0992
 KW0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KW0992'4.5 MILES N OF YORK, PINE HILL RABBIT RANCH BUILDING NO LONGER EXISTS.
 KW0992
 KW0992                          STATION RECOVERY (2004)
 KW0992
 KW0992'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0992'INTERSTATE 83 WIDENED AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0993 ***********************************************************************
 KW0993  FBN         -  This is a Federal Base Network Control Station.
 KW0993  DESIGNATION -  EMIGS RM 3
 KW0993  PID         -  KW0993
 KW0993  STATE/COUNTY-  PA/YORK
 KW0993  USGS QUAD   -  YORK HAVEN (1990)
 KW0993
 KW0993                         *CURRENT SURVEY CONTROL
 KW0993  ___________________________________________________________________
 KW0993* NAD 83(1992)-  40 01 37.71836(N)    076 44 41.28571(W)     ADJUSTED  
 KW0993* NAVD 88     -       159.9    (meters)     525.     (feet)  GPS OBS   
 KW0993  ___________________________________________________________________
 KW0993  X           -   1,121,420.390 (meters)                     COMP
 KW0993  Y           -  -4,760,566.060 (meters)                     COMP
 KW0993  Z           -   4,080,374.999 (meters)                     COMP
 KW0993  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 KW0993  ELLIP HEIGHT-         126.07  (meters)          (03/28/01) GPS OBS
 KW0993  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KW0993
 KW0993  HORZ ORDER  -  B
 KW0993  VERT ORDER  -  THIRD (See Below)
 KW0993  ELLP ORDER  -  THIRD     CLASS II
 KW0993
 KW0993.The horizontal coordinates were established by GPS observations
 KW0993.and adjusted by the National Geodetic Survey in April 1993..
 KW0993
 KW0993.The orthometric height was determined by GPS observations and a
 KW0993.high-resolution geoid model.
 KW0993.The vertical order pertains to the NGVD 29 superseded value.
 KW0993
 KW0993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KW0993
 KW0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW0993
 KW0993.The ellipsoidal height was determined by GPS observations
 KW0993.and is referenced to NAD 83.
 KW0993
 KW0993.The geoid height was determined by GEOID03.
 KW0993
 KW0993;                    North         East     Units Scale Factor Converg.
 KW0993;SPC PA S     -    77,525.325   685,800.774   MT  0.99998666   +0 39 07.8
 KW0993;SPC PA S     -   254,347.67  2,249,998.04   sFT  0.99998666   +0 39 07.8
 KW0993;UTM  18      - 4,432,228.146   351,119.225   MT  0.99987287   -1 07 20.6
 KW0993
 KW0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW0993!SPC PA S     -   0.99998022  x   0.99998666  =   0.99996688
 KW0993!UTM  18      -   0.99998022  x   0.99987287  =   0.99985310
 KW0993
 KW0993                          SUPERSEDED SURVEY CONTROL
 KW0993
 KW0993  NAD 83(1986)-  40 01 37.71674(N)    076 44 41.29062(W) AD(       ) B
 KW0993  ELLIP H (04/16/93)  126.03   (m)                       GP(       ) 4 1
 KW0993  NGVD 29 (??/??/??)  160.20   (m)          525.6    (f) RESET       3  
 KW0993
 KW0993.Superseded values are not recommended for survey control.
 KW0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0993.See file dsdata.txt to determine how the superseded data were derived.
 KW0993
 KW0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK5111932228(NAD 83)
 KW0993_MARKER: DR = REFERENCE MARK DISK
 KW0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0993_SP_SET: CONCRETE POST
 KW0993_STAMPING: EMIGS NO 3 1960 1970
 KW0993_MARK LOGO: NGS   
 KW0993_PROJECTION: RECESSED 5 CENTIMETERS
 KW0993_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KW0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0993+STABILITY: SURFACE MOTION
 KW0993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW0993+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2006
 KW0993
 KW0993  HISTORY     - Date     Condition        Report By
 KW0993  HISTORY     - 1970     MONUMENTED       NGS
 KW0993  HISTORY     - 19920825 GOOD             NGS
 KW0993  HISTORY     - 19930416 GOOD             ADRGS
 KW0993  HISTORY     - 19931124 GOOD             NOS
 KW0993  HISTORY     - 20000307 GOOD             NGS
 KW0993  HISTORY     - 20001001 GOOD             PADT
 KW0993  HISTORY     - 20040808 GOOD             GEOCAC
 KW0993  HISTORY     - 20050412 GOOD             PATUCO
 KW0993  HISTORY     - 20060301 GOOD             INDIV
 KW0993
 KW0993                          STATION DESCRIPTION
 KW0993
 KW0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KW0993'4.5 MI N FROM YORK.
 KW0993'ABOUT 3.9 MILES SOUTH ALONG INTERSTATE HIGHWAY I-83, FROM EXIT
 KW0993'NO. 12 AT JUNCTION WITH I-83 AND ST. HWY. 295 AT STRINESTOWN.  IT
 KW0993'IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT ABOUT FLUSH WITH
 KW0993'GROUND SURFACE, 0.45 MILE NORTH OF EXIT NO. 11, 35.3 FEET WEST OF
 KW0993'THE CENTERLINE OF SOUTH BOUND TRAFFIC LANE OF HIGHWAY I-83, 14
 KW0993'FEET NORTHWEST OF SOUTH END OF GUARD RAIL, 1.5 FEET SOUTHEAST OF A
 KW0993'METAL WITNESS POST AND SIGN, AND 1.0 FOOT EAST OF THE WEST
 KW0993'RIGHT-OF-WAY PROPERTY LINE.
 KW0993
 KW0993                          STATION RECOVERY (1992)
 KW0993
 KW0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 KW0993'THE STATION IS LOCATED ABOUT 1.5 KM (0.95 MI) NORTHWEST OF EMIGSVILLE,
 KW0993'7.3 KM (4.55 MI) NORTH OF YORK, 0.8 KM (0.50 MI) NORTH-NORTHWEST OF
 KW0993'EXIT 11 OF INTERSTATE HIGHWAY 83 AND ON THE WEST SIDE OF INTERSTATE
 KW0993'HIGHWAY 83.  OWNERSHIP--PENNSYLVANIA DEPARTMENT OF TRANSPORTATION,
 KW0993'STATE OFFICE BUILDING, HARRISBURG PA 17112, PHONE 717-787-7445.
 KW0993'TO REACH THE STATION FROM THE SOUTHBOUND LANE OF INTERSTATE HIGHWAY 83
 KW0993'AND STATE HIGHWAY 238 (EXIT 11), TURN RIGHT AND GO WEST ON HIGHWAY
 KW0993'238 FOR 0.4 KM (0.25 MI) TO A STOP SIGN.  TURN RIGHT AND GO NORTH ON
 KW0993'SUSQUEHANNA TRAIL FOR 0.64 KM (0.40 MI) TO THE JUNCTION OF CRONE ROAD
 KW0993'ON THE RIGHT.  TURN RIGHT AND GO EAST ON CRONE ROAD FOR 0.4 KM
 KW0993'(0.25 MI) TO THE END OF THE PARKING LOT FOR CONSOLIDATED FREIGHTWAYS.
 KW0993'TURN RIGHT INTO THE PARKING LOT AND THE STATION ON THE EAST SIDE OF
 KW0993'THE INTERSTATE RIGHT-OF-WAY.
 KW0993'LOCATED AT THE WEST EDGE OF THE RIGHT-OF-WAY, 10.8 M (35.4 FT) WEST
 KW0993'FROM THE CENTERLINE OF THE SOUTHBOUND TRAFFIC LANE OF HIGHWAY 83, 2.5
 KW0993'M (8.2 FT) EAST FROM THE EAST EDGE OF PARKING LOT AND 0.3 M (1.0 FT)
 KW0993'EAST FROM A WITNESS POST.
 KW0993
 KW0993                          STATION RECOVERY (1993)
 KW0993
 KW0993'RECOVERY NOTE BY ADR GEODETIC SERVICES 1993 (BAW)
 KW0993'RECOVERED AS DESCRIBED.
 KW0993
 KW0993                          STATION RECOVERY (1993)
 KW0993
 KW0993'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (RAH)
 KW0993'RECOVERED AS DESCRIBED.
 KW0993
 KW0993                          STATION RECOVERY (2000)
 KW0993
 KW0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 KW0993'THE STATION IS LOCATED ALONG THE WEST SIDE OF THE RIGHT-OF-WAY OF
 KW0993'INTERSTATE HIGHWAY 83, 0.8 KM (0.50 MI) NORTH OF THE JUNCTION OF
 KW0993'INTERSTATE HIGHWAY 83 (EXIT 11) AND STATE HIGHWAY 238 IN EMIGSVILLE.
 KW0993'OWNERSHIP--PENNSYLVANIA DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 KW0993'STATION FROM THE WEST END OF THE STATE HIGHWAY 238 BRIDGE OVER
 KW0993'INTERSTATE HIGHWAY 83 (EXIT 11) IN EMIGSVILLE, GO WEST ON HIGHWAY 238
 KW0993'FOR 0.4 KM (0.25 MI) TO THE T-JUNCTION OF SUSQUEHANNA TRAIL AT A
 KW0993'TRAFFIC LIGHT.  TURN RIGHT, NORTH ON SUSQUEHANNA TRAIL FOR 0.8 KM
 KW0993'(0.50 MI) TO THE JUNCTION OF CRONE ROAD ON THE RIGHT.  TURN RIGHT,
 KW0993'EAST ON CRONE ROAD FOR 0.48 KM (0.30 MI) TO THE EAST END OF THE
 KW0993'ASPHALT PARKING LOT OF CONSOLIDATED FREIGHTWAYS ON THE RIGHT.  TURN
 KW0993'RIGHT, SOUTH INTO THE PARKING LOT AND BEAR LEFT TO THE INTERSTATE
 KW0993'HIGHWAY RIGHT-OF-WAY FENCE AND THE STATION, ON THE EAST SIDE OF THE
 KW0993'FENCE.  THE STATION IS ABOUT FLUSH WITH THE SHOULDER OF THE
 KW0993'INTERSTATE.  LOCATED 10.82 M (35.50 FT) WEST OF THE CENTERLINE OF THE
 KW0993'SOUTHBOUND LANE OF INTERSTATE HIGHWAY, 10.37 M (34.02 FT) SOUTHEAST OF
 KW0993'THE EAST WOODEN POLE OF A BILLBOARD, 7.47 M (24.51 FT) SOUTHEAST OF
 KW0993'THE NORTHEAST CORNER OF THE PARKING LOT AND 0.3 M (1.0 FT) EAST OF A
 KW0993'METAL WITNESS POST SET ON THE EAST SIDE OF THE RIGHT-OF-WAY FENCE.
 KW0993
 KW0993                          STATION RECOVERY (2000)
 KW0993
 KW0993'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (DMM)
 KW0993'RECOVERED AS DESCRIBED.
 KW0993
 KW0993                          STATION RECOVERY (2004)
 KW0993
 KW0993'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0993'RECOVERED IN GOOD CONDITION.
 KW0993
 KW0993                          STATION RECOVERY (2005)
 KW0993
 KW0993'RECOVERY NOTE BY PENNSYLVANIA TURNPIKE COMMISSION 2005 (SSS)
 KW0993'RECOVERED AS DESCRIBED.
 KW0993
 KW0993                          STATION RECOVERY (2006)
 KW0993
 KW0993'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JFP)
 KW0993'RECOVERED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2030 ***********************************************************************
 MA2030  DESIGNATION -  EMLINTON
 MA2030  PID         -  MA2030
 MA2030  STATE/COUNTY-  PA/CLARION
 MA2030  USGS QUAD   -  EMLENTON (1979)
 MA2030
 MA2030                         *CURRENT SURVEY CONTROL
 MA2030  ___________________________________________________________________
 MA2030* NAD 83(1992)-  41 10 48.84627(N)    079 41 39.10742(W)     ADJUSTED  
 MA2030* NAVD 88     -       388.9    (meters)    1276.     (feet)  VERTCON   
 MA2030  ___________________________________________________________________
 MA2030  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 MA2030  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 MA2030
 MA2030  HORZ ORDER  -  SECOND
 MA2030
 MA2030.The horizontal coordinates were established by classical geodetic methods
 MA2030.and adjusted by the National Geodetic Survey in June 2002..
 MA2030
 MA2030.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2030
 MA2030.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2030
 MA2030.The geoid height was determined by GEOID03.
 MA2030
 MA2030;                    North         East     Units Scale Factor Converg.
 MA2030;SPC PA N     -   114,391.150   436,890.417   MT  0.99996536   -1 17 10.2
 MA2030;SPC PA N     -   375,298.30  1,433,364.64   sFT  0.99996536   -1 17 10.2
 MA2030;SPC PA S     -   206,876.553   436,877.630   MT  1.00004055   -1 15 41.0
 MA2030;SPC PA S     -   678,727.49  1,433,322.69   sFT  1.00004055   -1 15 41.0
 MA2030;UTM  17      - 4,559,586.996   609,521.652   MT  0.99974762   +0 51 35.5
 MA2030
 MA2030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2030!SPC PA N     -   0.99994423  x   0.99996536  =   0.99990959
 MA2030!SPC PA S     -   0.99994423  x   1.00004055  =   0.99998477
 MA2030!UTM  17      -   0.99994423  x   0.99974762  =   0.99969186
 MA2030
 MA2030:                Primary Azimuth Mark                     Grid Az
 MA2030:SPC PA N     -  BECHTEL                                  069 30 26.5
 MA2030:SPC PA S     -  BECHTEL                                  069 28 57.3
 MA2030:UTM  17      -  BECHTEL                                  067 21 40.8
 MA2030
 MA2030|---------------------------------------------------------------------|
 MA2030| PID    Reference Object                     Distance      Geod. Az  |
 MA2030|                                                           dddmmss.s |
 MA2030| MA1321 BECHTEL                             APPROX. 1.6 KM 0681316.3 |
 MA2030| CX4444 EMLINTON RM 1                        20.350 METERS 09331     |
 MA2030| CX4445 EMLINTON RM 2                        20.896 METERS 32911     |
 MA2030|---------------------------------------------------------------------|
 MA2030
 MA2030                          SUPERSEDED SURVEY CONTROL
 MA2030
 MA2030  NAD 83(1986)-  41 10 48.84935(N)    079 41 39.10965(W) AD(       ) 2
 MA2030  NAD 27      -  41 10 48.62580(N)    079 41 39.94260(W) AD(       ) 2
 MA2030  NGVD 29 (07/19/86)  389.1    (m)         1277.     (f) VERT ANG       
 MA2030
 MA2030.Superseded values are not recommended for survey control.
 MA2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2030.See file dsdata.txt to determine how the superseded data were derived.
 MA2030
 MA2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF0952259587(NAD 83)
 MA2030_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2030
 MA2030  HISTORY     - Date     Condition        Report By
 MA2030  HISTORY     - 1958     MONUMENTED       CGS
 MA2030  HISTORY     - 1977     GOOD             PADT
 MA2030  HISTORY     - 1980     GOOD             LOCENG
 MA2030
 MA2030                          STATION DESCRIPTION
 MA2030
 MA2030'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 MA2030'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF SAINT PETERSBURG,
 MA2030'ABOUT 0.7 MILES EAST OF EMLENTON AND ABOUT 0.4 MILE EAST OF THE
 MA2030'ALLEGHENY RIVER.  IT IS 25 FEET SOUTH OF A TRACK ROAD AND 2 FEET WEST
 MA2030'OF A STANDARD METAL WITNESS POST.
 MA2030'
 MA2030'TO REACH THE STATION FROM THE POST OFFICE AT THE INTERSECTION OF KERR
 MA2030'AVENUE, FIFTH STREET AND MAIN STREET ON STATE HIGHWAY 38 IN
 MA2030'EMLENTON, GO EAST ON MAIN STREET AND STATE HIGHWAY 38 FOR 1.4 MILES
 MA2030'TO A GRAVELED ROAD ON THE RIGHT, SOUTH, SIDE OF THE HIGHWAY.
 MA2030'TURN RIGHT ONTO THE GRAVELED ROAD AND GO SOUTH FOR 0.02 MILE TO A
 MA2030'TRACK ROAD ON THE RIGHT, WEST, SIDE OF THE ROAD.  TURN RIGHT AND GO
 MA2030'WEST ON THE TRACK ROAD FOR 0.16 MILE TO A FORK.  TAKE THE RIGHT FORK
 MA2030'AND GO 0.12 MILE TO A FORK AT THE TOP OF THE RIDGE.  TAKE THE
 MA2030'RIGHT FORK AND GO WEST ON A TRACK ROAD FOR 0.15 MILE TO THE TOP OF
 MA2030'THE HILL AND THE STATION.
 MA2030'
 MA2030'THE STATION MARK, A STANDARD DISK STAMPED EMLINTON 1958, IS SET IN
 MA2030'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 1 INCH
 MA2030'ABOVE THE SURFACE OF THE GROUND.
 MA2030'
 MA2030'REFERENCE MARK NO 1, A STANDARD DISK STAMPED EMLINTON NO 1 1958, IS
 MA2030'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT
 MA2030'3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 21 FEET SOUTH OF A
 MA2030'TRACK ROAD.
 MA2030'
 MA2030'REFERENCE MARK NO 2, A STANDARD DISK STAMPED EMLINTON NO 2 1958, IS
 MA2030'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT
 MA2030'2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 23 FEET NORTH OF A
 MA2030'TRACK ROAD.
 MA2030'
 MA2030'NOTE- NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 MA2030
 MA2030                          STATION RECOVERY (1977)
 MA2030
 MA2030'RECOVERY NOTE BY PA DEPT OF TRANSP 1977
 MA2030'EMLINTON RECOVERED GOOD.
 MA2030'
 MA2030'RM NO 1 RECOVERED GOOD.
 MA2030'
 MA2030'RM NO 2 RECOVERED GOOD.
 MA2030'
 MA2030'THERE IS A CABIN BUILT BETWEEN RM NO 2 AND EMLINTON MONU.  FOUND AS
 MA2030'DESCRIBED.
 MA2030'
 MA2030'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.7 MILES NE OF
 MA2030'EMLENTON.
 MA2030
 MA2030                          STATION RECOVERY (1980)
 MA2030
 MA2030'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (MPG)
 MA2030'EMLINTON 1958 RECOVERED GOOD.
 MA2030'
 MA2030'DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE EAST OF EMLENTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2230 ***********************************************************************
 MA2230  DESIGNATION -  EMPORIUM CABLE TV CO MAST
 MA2230  PID         -  MA2230
 MA2230  STATE/COUNTY-  PA/CAMERON
 MA2230  USGS QUAD   -  WEST CREEK (1981)
 MA2230
 MA2230                         *CURRENT SURVEY CONTROL
 MA2230  ___________________________________________________________________
 MA2230* NAD 83(1992)-  41 29 32.19587(N)    078 15 18.32765(W)     ADJUSTED  
 MA2230* NAVD 88     -                                                        
 MA2230  ___________________________________________________________________
 MA2230  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 MA2230  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 MA2230
 MA2230  HORZ ORDER  -  THIRD
 MA2230
 MA2230.The horizontal coordinates were established by classical geodetic methods
 MA2230.and adjusted by the National Geodetic Survey in June 2002..
 MA2230
 MA2230
 MA2230.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2230
 MA2230.The geoid height was determined by GEOID03.
 MA2230
 MA2230;                    North         East     Units Scale Factor Converg.
 MA2230;SPC PA N     -   147,337.377   557,823.849   MT  0.99995769   -0 20 02.9
 MA2230;SPC PA N     -   483,389.38  1,830,127.08   sFT  0.99995769   -0 20 02.9
 MA2230;UTM  17      - 4,597,044.626   729,135.789   MT  1.00024617   +1 49 09.6
 MA2230
 MA2230                          SUPERSEDED SURVEY CONTROL
 MA2230
 MA2230  NAD 83(1986)-  41 29 32.19621(N)    078 15 18.32870(W) AD(       ) 4
 MA2230  NAD 27      -  41 29 31.96954(N)    078 15 19.29129(W) AD(       ) 3
 MA2230
 MA2230.Superseded values are not recommended for survey control.
 MA2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2230.See file dsdata.txt to determine how the superseded data were derived.
 MA2230
 MA2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF2913697045(NAD 83)
 MA2230
 MA2230  HISTORY     - Date     Condition        Report By
 MA2230  HISTORY     - 1968     MONUMENTED       CGS
 MA2230
 MA2230                          STATION DESCRIPTION
 MA2230
 MA2230'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA2230'THE STATION IS LOCATED ON A LOW WOODED HILL, 1/2 MILE SOUTH OF
 MA2230'EMPORIUM AND ABOUT 1/2 MILE NORTHWEST OF THE HEADWATERS OF CANOE
 MA2230'RUN.  IT HAS TWO COLUMNS OF THREE LEGS IN A EAST-WEST ALIGNMENT,
 MA2230'PAINTED ALTERNATE ORANGE AND WHITE, ABOUT 100 FEET HIGH.  IT IS
 MA2230'CONSTRUCTED OF STRUCTURAL STEEL, GUYED, AND HAS A DISH ON THE EAST
 MA2230'COLUMN.  IT IS OWNED BY THE BUCKTAIL BROADCASTING CO. OF
 MA2230'EMPORIUM.  THE TWO COLUMNS ARE CONNECTED BY A SET OF ZIG-ZAG STEPS
 MA2230'AND A WALKWAY AT THE APEX.  THE INTERSECTION POINT IS THE TOP
 MA2230'CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1764 ***********************************************************************
 LZ1764  DESIGNATION -  ENGLISH
 LZ1764  PID         -  LZ1764
 LZ1764  STATE/COUNTY-  PA/LYCOMING
 LZ1764  USGS QUAD   -  ENGLISH CENTER (1973)
 LZ1764
 LZ1764                         *CURRENT SURVEY CONTROL
 LZ1764  ___________________________________________________________________
 LZ1764* NAD 83(1992)-  41 22 56.56138(N)    077 17 44.72329(W)     ADJUSTED  
 LZ1764* NAVD 88     -       674.     (meters)    2211.     (feet)  SCALED    
 LZ1764  ___________________________________________________________________
 LZ1764  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 LZ1764  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 LZ1764
 LZ1764  HORZ ORDER  -  FIRST
 LZ1764
 LZ1764.The horizontal coordinates were established by classical geodetic methods
 LZ1764.and adjusted by the National Geodetic Survey in June 2002..
 LZ1764
 LZ1764.The orthometric height was scaled from a topographic map.
 LZ1764
 LZ1764.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1764
 LZ1764.The geoid height was determined by GEOID03.
 LZ1764
 LZ1764;                    North         East     Units Scale Factor Converg.
 LZ1764;SPC PA N     -   135,108.970   637,994.333   MT  0.99995703   +0 18 01.8
 LZ1764;SPC PA N     -   443,270.01  2,093,153.07   sFT  0.99995703   +0 18 01.8
 LZ1764;UTM  18      - 4,583,749.217   308,036.944   MT  1.00005352   -1 31 05.3
 LZ1764
 LZ1764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1764!SPC PA N     -   0.99989948  x   0.99995703  =   0.99985652
 LZ1764!UTM  18      -   0.99989948  x   1.00005352  =   0.99995300
 LZ1764
 LZ1764|---------------------------------------------------------------------|
 LZ1764| PID    Reference Object                     Distance      Geod. Az  |
 LZ1764|                                                           dddmmss.s |
 LZ1764| CJ9751 ENGLISH RM 1                         17.380 METERS 01424     |
 LZ1764| LZ1710 BUCK                                APPROX. 9.0 KM 0794925.6 |
 LZ1764| CJ9752 ENGLISH RM 2                         18.711 METERS 22823     |
 LZ1764|---------------------------------------------------------------------|
 LZ1764
 LZ1764                          SUPERSEDED SURVEY CONTROL
 LZ1764
 LZ1764  NAD 83(1986)-  41 22 56.55940(N)    077 17 44.72074(W) AD(       ) 1
 LZ1764  NAD 27      -  41 22 56.30309(N)    077 17 45.79880(W) AD(       ) 1
 LZ1764
 LZ1764.Superseded values are not recommended for survey control.
 LZ1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1764.See file dsdata.txt to determine how the superseded data were derived.
 LZ1764
 LZ1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL0803783749(NAD 83)
 LZ1764_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1764
 LZ1764  HISTORY     - Date     Condition        Report By
 LZ1764  HISTORY     - 1958     MONUMENTED       CGS
 LZ1764
 LZ1764                          STATION DESCRIPTION
 LZ1764
 LZ1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ1764'THE STATION IS APPROXIMATELY 7.0 MILES NORTHEAST OF WATERVILLE AND
 LZ1764'4.0 MILES SOUTH OF ENGLISH CENTER ON THE SUMMIT OF A PROMINENT,
 LZ1764'TIMBERED RIDGE WHICH IS THE HIGHEST POINT IN VICINITY AND ON STATE
 LZ1764'LAND.
 LZ1764'
 LZ1764'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 220 AND STATE HIGHWAY 84,
 LZ1764'ABOUT 13.0 MILES WEST OF WILLIAMSPORT, GO NORTH ON HIGHWAY 84 FOR
 LZ1764'8.3 MILES TO SIDE ROAD LEFT AND SIGN EAST HILL CLUB, TURN LEFT,
 LZ1764'CROSSING STEEL BRIDGE AND FOLLOW MAIN TRAVELED ROAD FOR 4.55
 LZ1764'MILES TO SIDE ROAD LEFT, (RAMSEY ROAD) CONTINUE STRAIGHT AHEAD AND GO
 LZ1764'0.3 MILE TO FORKS, TURN RIGHT AND FOLLOW ENGLISH RUN ROAD FOR 0.7
 LZ1764'MILE TO SIDE ROAD RIGHT, TURN SHARP RIGHT AND GO 3.65 MILES TO DIM
 LZ1764'SIDE ROAD RIGHT AT BLAZES ON TREES ON BOTH SIDES OF ROAD, TURN
 LZ1764'RIGHT AND FOLLOW BLAZES AND DIM TRACK ROAD (THIS ROAD WAS CLEARED
 LZ1764'BY THIS PARTY) UPHILL AND ALONG FLAT TOPPED RIDGE FOR 0.9 MILE TO THE
 LZ1764'STATION IN SMALL CLEARING MARKED BY TRIANGULAR BLAZES.
 LZ1764'
 LZ1764'NOTE- A FOUR-WHEEL DRIVE VEHICLE IS NEEDED FROM ENTRANCE OF DIM TRACK
 LZ1764'ROAD.
 LZ1764'
 LZ1764'STATION MARKS ARE STANDARD DISKS STAMPED ENGLISH 1958.  THE SURFACE
 LZ1764'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 LZ1764'27-1/2 FEET NORTH OF A 12-INCH TREE WITH TRIANGULAR BLAZE, 20 FEET
 LZ1764'SOUTHWEST OF AN 8-INCH TREE WITH TRIANGULAR BLAZE AND 25 FEET
 LZ1764'WEST-SOUTHWEST OF AN 8-INCH TREE WITH TRIANGLE BLAZE.  A STANDARD
 LZ1764'WITNESS POST WAS SET 4 FEET SOUTHEAST OF THE MARK.
 LZ1764'
 LZ1764'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ENGLISH NO 1 1958, IS
 LZ1764'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 LZ1764'11 FEET SOUTH OF A 10-INCH TREE WITH TRIANGULAR BLAZE AND 44 FEET
 LZ1764'NORTH OF AN 8-INCH TREE WITH TRIANGULAR BLAZE.
 LZ1764'
 LZ1764'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ENGLISH NO 2 1958, IS
 LZ1764'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 LZ1764'45 FEET WEST-SOUTHWEST OF AN 8-INCH TREE WITH TRIANGULAR BLAZE AND 10
 LZ1764'FEET NORTH OF A 10-INCH TREE WITH TRIANGULAR BLAZE.
 LZ1764'
 LZ1764'NOTE- NO AZIMUTH MARK WAS SET.
 LZ1764'
 LZ1764'NOTE- THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 30
 LZ1764'INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2233 ***********************************************************************
 MA2233  DESIGNATION -  ENGLISH
 MA2233  PID         -  MA2233
 MA2233  STATE/COUNTY-  PA/ELK
 MA2233  USGS QUAD   -  DENTS RUN (1994)
 MA2233
 MA2233                         *CURRENT SURVEY CONTROL
 MA2233  ___________________________________________________________________
 MA2233* NAD 83(1992)-  41 17 34.10724(N)    078 17 05.38391(W)     ADJUSTED  
 MA2233* NAVD 88     -       670.2    (meters)    2199.     (feet)  VERTCON   
 MA2233  ___________________________________________________________________
 MA2233  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 MA2233  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 MA2233
 MA2233  HORZ ORDER  -  SECOND
 MA2233
 MA2233.The horizontal coordinates were established by classical geodetic methods
 MA2233.and adjusted by the National Geodetic Survey in June 2002..
 MA2233
 MA2233.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2233
 MA2233.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2233
 MA2233.The geoid height was determined by GEOID03.
 MA2233
 MA2233;                    North         East     Units Scale Factor Converg.
 MA2233;SPC PA N     -   125,200.316   555,203.914   MT  0.99995919   -0 21 13.7
 MA2233;SPC PA N     -   410,761.37  1,821,531.51   sFT  0.99995919   -0 21 13.7
 MA2233;UTM  17      - 4,574,818.558   727,347.640   MT  1.00023615   +1 47 33.1
 MA2233
 MA2233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2233!SPC PA N     -   0.99989993  x   0.99995919  =   0.99985912
 MA2233!UTM  17      -   0.99989993  x   1.00023615  =   1.00013605
 MA2233
 MA2233:                Primary Azimuth Mark                     Grid Az
 MA2233:SPC PA N     -  ENGLISH AZ MK                            037 35 42.9
 MA2233:UTM  17      -  ENGLISH AZ MK                            035 26 56.1
 MA2233
 MA2233|---------------------------------------------------------------------|
 MA2233| PID    Reference Object                     Distance      Geod. Az  |
 MA2233|                                                           dddmmss.s |
 MA2233| CJ9753 ENGLISH AZ MK                                      0371429.2 |
 MA2233| CJ9754 ENGLISH RM 1                         28.075 METERS 17742     |
 MA2233| CJ9755 ENGLISH RM 2                         23.152 METERS 33338     |
 MA2233|---------------------------------------------------------------------|
 MA2233
 MA2233                          SUPERSEDED SURVEY CONTROL
 MA2233
 MA2233  NAD 83(1986)-  41 17 34.10705(N)    078 17 05.38566(W) AD(       ) 2
 MA2233  NAD 27      -  41 17 33.88718(N)    078 17 06.34408(W) AD(       ) 2
 MA2233  NGVD 29 (07/19/86)  670.3    (m)         2199.     (f) VERT ANG       
 MA2233
 MA2233.Superseded values are not recommended for survey control.
 MA2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2233.See file dsdata.txt to determine how the superseded data were derived.
 MA2233
 MA2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF2734874819(NAD 83)
 MA2233_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2233
 MA2233  HISTORY     - Date     Condition        Report By
 MA2233  HISTORY     - 1968     MONUMENTED       CGS
 MA2233
 MA2233                          STATION DESCRIPTION
 MA2233
 MA2233'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA2233'THE STATION IS LOCATED ABOUT 11 MILES EAST-NORTHEAST OF WEEDVILLE,
 MA2233'8.5 MILES WEST-SOUTHWEST OF DRIFTWOOD AND 6 MILES EAST OF MEDIX
 MA2233'RUN.  IT IS ON A HIGH WOODED RIDGE ON PROPERTY OWNED BY THE STATE
 MA2233'FOREST SERVICE.
 MA2233'
 MA2233'TO REACH THE STATION FROM THE POST OFFICE IN WEEDVILLE, GO EAST ON
 MA2233'STATE HIGHWAY 555 FOR 6.2 MILES TO A SIDE ROAD RIGHT IN MEDIX RUN,
 MA2233'TURN RIGHT AND GO SOUTH AND SOUTHEAST ON THE PAVED ROAD FOR 8.9 MILES
 MA2233'TO A LARGE STONE MILE POST 10 ON THE LEFT, GO EAST ON THE PAVED ROAD
 MA2233'FOR 0.1 MILE TO A CROSSROAD AND SIGN ON LEFT, LOSEY ROAD, DEIBLE
 MA2233'ROAD, TURN LEFT AND GO NORTHEAST ON THE BLADED ROAD FOR 0.1 MILE
 MA2233'TO A FORK, TAKE THE LEFT FORK AND GO NORTH ON THE BLADED ROAD FOR 1.0
 MA2233'MILE TO A FORK, TAKE THE LEFT FORK AND GO NORTHWEST ON THE BLADED
 MA2233'ROAD FOR 0.4 MILE TO A FORK, JUST AFTER PASSING A HUNTING LODGE ON
 MA2233'THE LEFT, TAKE THE RIGHT FORK AND GO NORTH ON THE BLADED ROAD FOR 0.3
 MA2233'MILE TO A FORK, TAKE THE RIGHT FORK AND CONTINUE NORTH ON THE
 MA2233'BLADED ROAD FOR 0.3 MILE TO THE STATION ON THE LEFT, JUST BEFORE
 MA2233'REACHING A CLEARING ON THE RIGHT.
 MA2233'
 MA2233'THE STATION MARK IS 59 FEET WEST OF THE APPROXIMATE CENTER OF THE
 MA2233'BLADED ROAD, 23 FEET NORTH-NORTHEAST OF A 10-INCH TWIN TRUNKED
 MA2233'TRIANGULAR BLAZED TREE AND 4.8 FEET WEST OF A METAL WITNESS POST.
 MA2233'THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 MA2233'PROJECTING 3 INCHES AND IS STAMPED ENGLISH 1968.
 MA2233'
 MA2233'REFERENCE MARK NO. 1 IS 92.5 FEET SOUTH OF THE METAL WITNESS POST, 40
 MA2233'FEET WEST-NORTHWEST OF THE APPROXIMATE CENTER OF THE BLADED ROAD
 MA2233'AND 12 FEET SOUTHWEST OF A 12-INCH TWIN TRUNKED TRIANGULAR BLAZED
 MA2233'TREE.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A
 MA2233'BOULDER AND IS STAMPED ENGLISH NO 1 1968.
 MA2233'
 MA2233'REFERENCE MARK NO. 2 IS 84 FEET WEST OF THE APPROXIMATE CENTER OF THE
 MA2233'BLADED ROAD, 77.8 FEET NORTH-NORTHWEST OF THE METAL WITNESS POST
 MA2233'AND 14 FEET EAST OF A 10-INCH TWIN TRUNKED TRIANGULAR BLAZED TREE.
 MA2233'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A
 MA2233'BOULDER AND IS STAMPED ENGLISH NO 2 1968.
 MA2233'
 MA2233'THE AZIMUTH MARK IS 162 FEET NORTHEAST OF A METAL GUY LINE POLE AND
 MA2233'1.9 FEET EAST-SOUTHEAST OF A METAL WITNESS POST.  THE MARK IS A
 MA2233'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER AND IS STAMPED
 MA2233'ENGLISH 1968.
 MA2233'
 MA2233'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST THROUGH THE
 MA2233'CLEARING FOR 140 YARDS TO THE EDGE OF THE WOODS AND THE MARK.
 MA2233'
 MA2233'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3122 ***********************************************************************
 KW3122  DESIGNATION -  ENOLA MUNICIPAL STANDPIPE
 KW3122  PID         -  KW3122
 KW3122  STATE/COUNTY-  PA/CUMBERLAND
 KW3122  USGS QUAD   -  HARRISBURG WEST (1987)
 KW3122
 KW3122                         *CURRENT SURVEY CONTROL
 KW3122  ___________________________________________________________________
 KW3122* NAD 83(1992)-  40 17 49.64528(N)    076 55 53.56397(W)     ADJUSTED  
 KW3122* NAVD 88     -                                                        
 KW3122  ___________________________________________________________________
 KW3122  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 KW3122  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KW3122
 KW3122  HORZ ORDER  -  THIRD
 KW3122
 KW3122.The horizontal coordinates were established by classical geodetic methods
 KW3122.and adjusted by the National Geodetic Survey in June 2002..
 KW3122
 KW3122
 KW3122.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3122
 KW3122.The geoid height was determined by GEOID03.
 KW3122
 KW3122;                    North         East     Units Scale Factor Converg.
 KW3122;SPC PA S     -   107,336.585   669,583.549   MT  0.99996307   +0 31 51.6
 KW3122;SPC PA S     -   352,153.45  2,196,792.03   sFT  0.99996307   +0 31 51.6
 KW3122;UTM  18      - 4,462,525.913   335,835.543   MT  0.99993176   -1 14 58.2
 KW3122
 KW3122                          SUPERSEDED SURVEY CONTROL
 KW3122
 KW3122  NAD 83(1986)-  40 17 49.64095(N)    076 55 53.56412(W) AD(       ) 4
 KW3122  NAD 27      -  40 17 49.32800(N)    076 55 54.65500(W) AD(       ) 3
 KW3122
 KW3122.Superseded values are not recommended for survey control.
 KW3122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3122.See file dsdata.txt to determine how the superseded data were derived.
 KW3122
 KW3122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK3583662526(NAD 83)
 KW3122_MARKER: 52 = STANDPIPE TANK
 KW3122
 KW3122  HISTORY     - Date     Condition        Report By
 KW3122  HISTORY     - 1960     FIRST OBSERVED   CGS
 KW3122  HISTORY     - 1966     GOOD             CGS
 KW3122  HISTORY     - 19980414 GOOD             USPSQD
 KW3122  HISTORY     - 20060310 GOOD             GEOCAC
 KW3122
 KW3122                          STATION DESCRIPTION
 KW3122
 KW3122'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW3122'THE STATION IS THE APEX AND CENTER OF THE BALL SHAPED VENT AT THE
 KW3122'APEX OF THE MUNICIPAL STANDPIPE.  LOCATED ON A HIGH HILL IN THE
 KW3122'CENTRAL SECTION OF ENOLA.  IT IS A CYLINDER SHAPED STRUCTURE WITH A
 KW3122'CONICAL SHAPED TOP WHICH HAS A BALL SHAPED VENT MOUNTED AT ITS
 KW3122'TOP AND CENTER.  THE BASE AND TOP OF THE STRUCTURE IS APPROXIMATELY
 KW3122'35 FEET IN DIAMETER.  THE STRUCTURE IS PAINTED SILVER AND THE OVERALL
 KW3122'HIEGHT IS APPROXIMATELY 130 FEET.
 KW3122
 KW3122                          STATION RECOVERY (1966)
 KW3122
 KW3122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW3122'RECOVERED AS DESCRIBED BY J.C.C. IN 1960.
 KW3122
 KW3122                          STATION RECOVERY (1998)
 KW3122
 KW3122'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW3122'RECOVERED IN GOOD CONDITION.
 KW3122
 KW3122                          STATION RECOVERY (2006)
 KW3122
 KW3122'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW3122'STRUCTURE IS NOW PAINTED LIGHT BLUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3123 ***********************************************************************
 KW3123  DESIGNATION -  ENOLA RADIO STA WHP SW MAST
 KW3123  PID         -  KW3123
 KW3123  STATE/COUNTY-  PA/CUMBERLAND
 KW3123  USGS QUAD   -  HARRISBURG WEST (1987)
 KW3123
 KW3123                         *CURRENT SURVEY CONTROL
 KW3123  ___________________________________________________________________
 KW3123* NAD 83(1992)-  40 18 07.49126(N)    076 57 10.17987(W)     ADJUSTED  
 KW3123* NAVD 88     -                                                        
 KW3123  ___________________________________________________________________
 KW3123  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 KW3123  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 KW3123
 KW3123  HORZ ORDER  -  THIRD
 KW3123
 KW3123.The horizontal coordinates were established by classical geodetic methods
 KW3123.and adjusted by the National Geodetic Survey in June 2002..
 KW3123
 KW3123
 KW3123.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3123
 KW3123.The geoid height was determined by GEOID03.
 KW3123
 KW3123;                    North         East     Units Scale Factor Converg.
 KW3123;SPC PA S     -   107,870.443   667,769.256   MT  0.99996285   +0 31 01.9
 KW3123;SPC PA S     -   353,904.95  2,190,839.63   sFT  0.99996285   +0 31 01.9
 KW3123;UTM  18      - 4,463,115.870   334,038.763   MT  0.99993906   -1 15 48.3
 KW3123
 KW3123                          SUPERSEDED SURVEY CONTROL
 KW3123
 KW3123  NAD 83(1986)-  40 18 07.48709(N)    076 57 10.18062(W) AD(       ) 4
 KW3123  NAD 27      -  40 18 07.17400(N)    076 57 11.26500(W) AD(       ) 3
 KW3123
 KW3123.Superseded values are not recommended for survey control.
 KW3123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3123.See file dsdata.txt to determine how the superseded data were derived.
 KW3123
 KW3123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK3403963116(NAD 83)
 KW3123_MARKER: 42 = RADIO/TV MAST
 KW3123
 KW3123  HISTORY     - Date     Condition        Report By
 KW3123  HISTORY     - 1960     FIRST OBSERVED   CGS
 KW3123  HISTORY     - 19980414 GOOD             USPSQD
 KW3123
 KW3123                          STATION DESCRIPTION
 KW3123
 KW3123'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW3123'THE STATION IS THE RED-FLASHING LIGHT AT THE APEX OF THE WHP RADIO
 KW3123'STATION MAST.  THE SOUTHWEST MAST OF SIX.  LOCATED ABOUT 1/2 MILES
 KW3123'NORTHWEST OF HARRISBURG AND 1-1/2 MILES NORTHWEST OF ENOLA.  IT IS A
 KW3123'TRIANGULAR SHAPED LACED CHANNEL IRON STRUCTURE WITH A SWIVEL BASE
 KW3123'WHICH IS SET IN A 4 X 4 FOOT CONCRETE BASE.  THE STRUCTURE IS PAINTED
 KW3123'ALTERNATELY ORANGE AND WHITE AND THE OVERALL HEIGHT IS
 KW3123'APPROXIMATELY 330 FEET.
 KW3123
 KW3123                          STATION RECOVERY (1998)
 KW3123
 KW3123'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW3123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3124 ***********************************************************************
 KW3124  DESIGNATION -  ENOLA RADIO STA WHP NE MAST
 KW3124  PID         -  KW3124
 KW3124  STATE/COUNTY-  PA/CUMBERLAND
 KW3124  USGS QUAD   -  HARRISBURG WEST (1987)
 KW3124
 KW3124                         *CURRENT SURVEY CONTROL
 KW3124  ___________________________________________________________________
 KW3124* NAD 83(1992)-  40 18 20.71816(N)    076 57 08.09120(W)     ADJUSTED  
 KW3124* NAVD 88     -                                                        
 KW3124  ___________________________________________________________________
 KW3124  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 KW3124  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 KW3124
 KW3124  HORZ ORDER  -  THIRD
 KW3124
 KW3124.The horizontal coordinates were established by classical geodetic methods
 KW3124.and adjusted by the National Geodetic Survey in June 2002..
 KW3124
 KW3124
 KW3124.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3124
 KW3124.The geoid height was determined by GEOID03.
 KW3124
 KW3124;                    North         East     Units Scale Factor Converg.
 KW3124;SPC PA S     -   108,278.834   667,814.892   MT  0.99996268   +0 31 03.3
 KW3124;SPC PA S     -   355,244.81  2,190,989.36   sFT  0.99996268   +0 31 03.3
 KW3124;UTM  18      - 4,463,522.636   334,097.066   MT  0.99993882   -1 15 47.3
 KW3124
 KW3124                          SUPERSEDED SURVEY CONTROL
 KW3124
 KW3124  NAD 83(1986)-  40 18 20.71404(N)    076 57 08.09165(W) AD(       ) 4
 KW3124  NAD 27      -  40 18 20.40100(N)    076 57 09.17800(W) AD(       ) 3
 KW3124
 KW3124.Superseded values are not recommended for survey control.
 KW3124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3124.See file dsdata.txt to determine how the superseded data were derived.
 KW3124
 KW3124_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK3409763523(NAD 83)
 KW3124_MARKER: 42 = RADIO/TV MAST
 KW3124
 KW3124  HISTORY     - Date     Condition        Report By
 KW3124  HISTORY     - 1960     FIRST OBSERVED   CGS
 KW3124  HISTORY     - 19980414 GOOD             USPSQD
 KW3124
 KW3124                          STATION DESCRIPTION
 KW3124
 KW3124'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3128 ***********************************************************************
 KW3128  DESIGNATION -  ENOLA TV STATION WTPA MAST
 KW3128  PID         -  KW3128
 KW3128  STATE/COUNTY-  PA/CUMBERLAND
 KW3128  USGS QUAD   -  HARRISBURG WEST (1987)
 KW3128
 KW3128                         *CURRENT SURVEY CONTROL
 KW3128  ___________________________________________________________________
 KW3128* NAD 83(1992)-  40 18 57.72415(N)    076 57 01.06248(W)     ADJUSTED  
 KW3128* NAVD 88     -                                                        
 KW3128  ___________________________________________________________________
 KW3128  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 KW3128  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 KW3128
 KW3128  HORZ ORDER  -  THIRD
 KW3128
 KW3128.The horizontal coordinates were established by classical geodetic methods
 KW3128.and adjusted by the National Geodetic Survey in June 2002..
 KW3128
 KW3128
 KW3128.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3128
 KW3128.The geoid height was determined by GEOID03.
 KW3128
 KW3128;                    North         East     Units Scale Factor Converg.
 KW3128;SPC PA S     -   109,421.681   667,970.522   MT  0.99996225   +0 31 07.8
 KW3128;SPC PA S     -   358,994.30  2,191,499.95   sFT  0.99996225   +0 31 07.8
 KW3128;UTM  18      - 4,464,660.068   334,288.132   MT  0.99993804   -1 15 43.7
 KW3128
 KW3128                          SUPERSEDED SURVEY CONTROL
 KW3128
 KW3128  NAD 83(1986)-  40 18 57.72013(N)    076 57 01.06290(W) AD(       ) 4
 KW3128  NAD 27      -  40 18 57.41000(N)    076 57 02.15100(W) AD(       ) 3
 KW3128
 KW3128.Superseded values are not recommended for survey control.
 KW3128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3128.See file dsdata.txt to determine how the superseded data were derived.
 KW3128
 KW3128_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK3428864660(NAD 83)
 KW3128_MARKER: 42 = RADIO/TV MAST
 KW3128
 KW3128  HISTORY     - Date     Condition        Report By
 KW3128  HISTORY     - 1960     FIRST OBSERVED   CGS
 KW3128  HISTORY     - 1970     GOOD             LOCENG
 KW3128
 KW3128                          STATION DESCRIPTION
 KW3128
 KW3128'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW3128'THE STATION IS THE RED LIGHT AT THE APEX OF THE WTPA TV STATION MAST.
 KW3128'LOCATED ON LITTLE MOUNTAIN, ABOUT 5-1/2 MILES NORTH OF
 KW3128'HARRISBURG AND 1-1/2 MILES NORTHWEST OF ENOLA.  IT IS A TRIANGULAR
 KW3128'STRUCTURE, CONSTRUCTED OF LACED STEEL CHANNEL IRON, SET ON A
 KW3128'SWIVEL BASE MOUNTED ON A LARGE 5 X 5 FOOT CONCRETE PIER, AT THE APEX
 KW3128'OF THE TRIANGULAR STRUCTURE IS MOUNTED A POLE TYPE MAST
 KW3128'WHICH AS A RED FLASHING LIGHT MOUNTED ON TOP.  THE STRUCTURE IS
 KW3128'PAINTED ALTERNATELY ORANGE AND WHITE WITH AN OVERALL
 KW3128'HEIGHT OF APPROXIMATELY 505 FEET.
 KW3128
 KW3128                          STATION RECOVERY (1970)
 KW3128
 KW3128'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (JEP)
 KW3128'THE STATION IS THE RED LIGHT AT THE APEX OF THE WTPA TV STATION MAST
 KW3128'LOCATED ON LITTLE MOUNTAIN,- THIS IS THE WRONG
 KW3128'MOUNTAIN AND SHOULD BE BLUE MOUNTAIN AS LITTLE MOUNTAIN IS THE NEXT
 KW3128'MOUNTAIN TO THE NORTH.
 KW3128'
 KW3128'WOULD ALSO BE PRATICAL IF THE PORTION OF DESCRIPTION OF TRIANGULATION
 KW3128'STATION DESCRIPTION JOAN WOULD BE ADDED TO
 KW3128'REACH THE TV STATION WTPA TOWER (MAST), AS THE TOWER IS LOCATED ABOUT
 KW3128'350 FEET SOUTH OF JOAN.
 KW3128'
 KW3128'RECOVERED BY GANNETT FLEMING CORDDRY AND CARPENTER INC., CONSULTING
 KW3128'ENGINEERS, P.O. BOX 1963, HARRISBURG, PA.
 KW3128'17105.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2105 ***********************************************************************
 MA2105  DESIGNATION -  ENOS
 MA2105  PID         -  MA2105
 MA2105  STATE/COUNTY-  PA/ERIE
 MA2105  USGS QUAD   -  CORRY (1993)
 MA2105
 MA2105                         *CURRENT SURVEY CONTROL
 MA2105  ___________________________________________________________________
 MA2105* NAD 83(1992)-  41 59 17.05710(N)    079 43 58.64166(W)     ADJUSTED  
 MA2105* NAVD 88     -       565.     (meters)    1854.     (feet)  SCALED    
 MA2105  ___________________________________________________________________
 MA2105  LAPLACE CORR-           4.29  (seconds)                    DEFLEC99
 MA2105  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 MA2105
 MA2105  HORZ ORDER  -  SECOND
 MA2105
 MA2105.The horizontal coordinates were established by classical geodetic methods
 MA2105.and adjusted by the National Geodetic Survey in June 2002..
 MA2105
 MA2105.The orthometric height was scaled from a topographic map.
 MA2105
 MA2105.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2105
 MA2105.The geoid height was determined by GEOID03.
 MA2105
 MA2105;                    North         East     Units Scale Factor Converg.
 MA2105;SPC PA N     -   204,161.126   435,693.208   MT  1.00000640   -1 18 42.5
 MA2105;SPC PA N     -   669,818.63  1,429,436.80   sFT  1.00000640   -1 18 42.5
 MA2105;SPC NY W     -   221,408.476   254,740.369   MT  1.00004912   -0 46 08.9
 MA2105;SPC NY W     -   726,404.31    835,760.69   sFT  1.00004912   -0 46 08.9
 MA2105;UTM  17      - 4,649,228.211   604,954.079   MT  0.99973554   +0 50 51.7
 MA2105
 MA2105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2105!SPC PA N     -   0.99991674  x   1.00000640  =   0.99992314
 MA2105!SPC NY W     -   0.99991674  x   1.00004912  =   0.99996585
 MA2105!UTM  17      -   0.99991674  x   0.99973554  =   0.99965230
 MA2105
 MA2105:                Primary Azimuth Mark                     Grid Az
 MA2105:SPC PA N     -  CARTER HILL                              121 37 23.7
 MA2105:SPC NY W     -  CARTER HILL                              121 04 50.1
 MA2105:UTM  17      -  CARTER HILL                              119 27 49.5
 MA2105
 MA2105|---------------------------------------------------------------------|
 MA2105| PID    Reference Object                     Distance      Geod. Az  |
 MA2105|                                                           dddmmss.s |
 MA2105| MA2106 CARTER HILL                         APPROX. 3.2 KM 1201841.2 |
 MA2105| CX4446 ENOS RM 1                                          14650     |
 MA2105| CX4447 ENOS RM 2                                          29123     |
 MA2105|---------------------------------------------------------------------|
 MA2105
 MA2105                          SUPERSEDED SURVEY CONTROL
 MA2105
 MA2105  NAD 83(1996)-  41 59 17.05756(N)    079 43 58.64179(W) AD(       ) 2
 MA2105  NAD 83(1986)-  41 59 17.06015(N)    079 43 58.63730(W) AD(       ) 2
 MA2105  NAD 27      -  41 59 16.86848(N)    079 43 59.45552(W) AD(       ) 2
 MA2105
 MA2105.Superseded values are not recommended for survey control.
 MA2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2105.See file dsdata.txt to determine how the superseded data were derived.
 MA2105
 MA2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG0495449228(NAD 83)
 MA2105_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2105
 MA2105  HISTORY     - Date     Condition        Report By
 MA2105  HISTORY     - 1938     MONUMENTED       CGS
 MA2105  HISTORY     - 19900429 GOOD             USPSQD
 MA2105
 MA2105                          STATION DESCRIPTION
 MA2105
 MA2105'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 MA2105'STATION IS ON A FLAT-TOPPED HILL, 2.0 MILES NW OF CARTER HILL SCHOOL,
 MA2105'APPROXIMATELY 7 MILES NW OF CORRY, AND ON PROPERTY OF MR. ENOS
 MA2105'NEVERGOOL.  STATION IS IN A FIELD APPROXIMATELY 150 YARDS NW OF
 MA2105'FARMHOUSE AND BARN, 54 FEET E OF CENTER LINE OF DIRT ROAD, 35
 MA2105'FEET E OF A 10-INCH MAPLE, ALL MARKS ARE STAMPED ENOS, 1938 AND
 MA2105'PROJECTS APPROXIMATELY 3 INCHES.  STATION WAS OCCUPIED FROM GROUND
 MA2105'TO CUT IN REFERENCE AND AZIMUTH MARKS.
 MA2105'
 MA2105'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 MA2105'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 MA2105'
 MA2105'REFERENCE MARK NO. 1 IS SE OF STATION, 18 FEET E OF CENTER LINE OF
 MA2105'ROAD, 5 FEET S OF AN 8-INCH WILD CHERRY TREE.  REFERENCE MARK
 MA2105'NO. 2 IS WNW OF STATION AND 25 FEET E OF CENTER LINE OF DIRT ROAD.
 MA2105'
 MA2105'AZIMUTH MARK IS SSW OF STATION, 15 FEET NE OF CENTER LINE OF DIRT
 MA2105'ROAD, AND APPROXIMATELY 150 YARDS NW OF FARMHOUSE.
 MA2105'
 MA2105'TO REACH FROM CORRY AT STOPLIGHT AT INTERSECTION OF U.S. 6 AND ROUTE
 MA2105'189, GO N ON 189, 1.2 MILES TO T L, TURN L AND GO 3.0 MILES TO
 MA2105'CARTER HILL SCHOOL (END OF MACADAM), CONTINUE STRAIGHT ON DIRT ROAD
 MA2105'BETWEEN SCHOOL AND CHURCH 2.0 MILES TO STATION ON R.  TO REACH
 MA2105'AZIMUTH, CONTINUE STRAIGHT AHEAD APPROXIMATELY 0.5 MILE TO FIRST DIRT
 MA2105'ROAD L, TURN L AND GO 1.6 MILES TO AZIMUTH ON L SIDE OF ROAD.
 MA2105'
 MA2105'HEIGHT OF LIGHT ABOVE STATION MARK - 37 METERS.
 MA2105
 MA2105                          STATION RECOVERY (1990)
 MA2105
 MA2105'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCD)
 MA2105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5769 ***********************************************************************
 KV5769  DESIGNATION -  ENTERPRISE 2
 KV5769  PID         -  KV5769
 KV5769  STATE/COUNTY-  PA/BUCKS
 KV5769  USGS QUAD   -  BEVERLY (1973)
 KV5769
 KV5769                         *CURRENT SURVEY CONTROL
 KV5769  ___________________________________________________________________
 KV5769* NAD 83(1992)-  40 04 06.48640(N)    074 56 18.30994(W)     ADJUSTED  
 KV5769* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV5769  ___________________________________________________________________
 KV5769  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 KV5769  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KV5769
 KV5769  HORZ ORDER  -  SECOND
 KV5769
 KV5769.The horizontal coordinates were established by classical geodetic methods
 KV5769.and adjusted by the National Geodetic Survey in June 2002..
 KV5769
 KV5769.The orthometric height was scaled from a topographic map.
 KV5769
 KV5769.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5769
 KV5769.The geoid height was determined by GEOID03.
 KV5769
 KV5769;                    North         East     Units Scale Factor Converg.
 KV5769;SPC PA S     -    85,443.124   839,806.815   MT  0.99998162   +1 49 26.9
 KV5769;SPC PA S     -   280,324.65  2,755,266.19   sFT  0.99998162   +1 49 26.9
 KV5769;SPC NJ       -   137,208.163   112,602.770   MT  0.99991721   -0 16 56.0
 KV5769;SPC NJ       -   450,157.11    369,430.92   sFT  0.99991721   -0 16 56.0
 KV5769;UTM  18      - 4,435,358.408   505,251.245   MT  0.99960034   +0 02 22.7
 KV5769
 KV5769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5769!SPC PA S     -   1.00000490  x   0.99998162  =   0.99998652
 KV5769!SPC NJ       -   1.00000490  x   0.99991721  =   0.99992211
 KV5769!UTM  18      -   1.00000490  x   0.99960034  =   0.99960524
 KV5769
 KV5769:                Primary Azimuth Mark                     Grid Az
 KV5769:SPC PA S     -  ENTERPRISE RANGE REAR LIGHT              063 39 15.6
 KV5769:SPC NJ       -  ENTERPRISE RANGE REAR LIGHT              065 45 38.5
 KV5769:UTM  18      -  ENTERPRISE RANGE REAR LIGHT              065 26 19.8
 KV5769
 KV5769|---------------------------------------------------------------------|
 KV5769| PID    Reference Object                     Distance      Geod. Az  |
 KV5769|                                                           dddmmss.s |
 KV5769| KV5721 ENTERPRISE RANGE REAR LIGHT         APPROX. 2.0 KM 0652842.5 |
 KV5769| KV5701 ENTERPRISE RANGE FRONT LIGHT        APPROX. 1.7 KM 0655033.2 |
 KV5769| KV5708 EDGEWATER RANGE REAR LIGHT          APPROX. 1.2 KM 0950503.1 |
 KV5769| KV5715 BEVERLY ST STEPHENS CH SPIRE        APPROX. 1.8 KM 1014823.3 |
 KV5769| KV5710 BEVERLY ST JOSEPHS CATH CH          APPROX. 1.5 KM 1103833.3 |
 KV5769| KV5700 BEVERLY BEAUNIT MILLS TANK          APPROX. 1.8 KM 1200529.8 |
 KV5769| KV5709 BEVERLY WALL ROPE SMALL TANK        APPROX. 1.8 KM 1291942.1 |
 KV5769| KV5711 BEVERLY WALL ROPE WORKS TANK        APPROX. 1.8 KM 1300332.5 |
 KV5769| KV5748 MUD ISLAND RANGE FRONT LIGHT        109.656 METERS 24335     |
 KV5769| CB5889 ENTERPRISE 2 RM 1                    29.647 METERS 30631     |
 KV5769| CB5890 ENTERPRISE 2 RM 2                    22.731 METERS 34044     |
 KV5769|---------------------------------------------------------------------|
 KV5769
 KV5769                          SUPERSEDED SURVEY CONTROL
 KV5769
 KV5769  NAD 83(1996)-  40 04 06.48636(N)    074 56 18.30993(W) AD(       ) 2
 KV5769  NAD 83(1986)-  40 04 06.48474(N)    074 56 18.31175(W) AD(       ) 2
 KV5769  NAD 27      -  40 04 06.08500(N)    074 56 19.70700(W) AD(       ) 2
 KV5769
 KV5769.Superseded values are not recommended for survey control.
 KV5769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5769.See file dsdata.txt to determine how the superseded data were derived.
 KV5769
 KV5769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0525135358(NAD 83)
 KV5769_MARKER: DS = TRIANGULATION STATION DISK
 KV5769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5769
 KV5769  HISTORY     - Date     Condition        Report By
 KV5769  HISTORY     - 1935     MONUMENTED       CGS
 KV5769  HISTORY     - 1947     SEE DESCRIPTION  CGS
 KV5769  HISTORY     - 1950     MARK NOT FOUND   CGS
 KV5769
 KV5769                          STATION DESCRIPTION
 KV5769
 KV5769'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5769'STATION IS IN ANDALUSIA, 2.7 MILES NE ALONG STATE ROAD FROM
 KV5769'POQUESSING CREEK CROSSING, AT OLD SHIPYARD ON PROPERTY OWNED BY
 KV5769'CARLTON CO., ON REMAINS OF OLD PIER 146 METERS SE OF BLACK WATER
 KV5769'TANK, 34.85 METERS SE OF POLE 95531, 3.93 METERS SE OF FIRE PLUG.
 KV5769'REFERENCE MARK NO. 1 IS 15.55 METERS W OF ABOVE POLE.
 KV5769'
 KV5769'SURFACE, UNDERGROUND AND REFERENCE MARKS NO. 1 AND 2 ARE STANDARD
 KV5769'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 KV5769'
 KV5769'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 KV5769
 KV5769                          STATION RECOVERY (1947)
 KV5769
 KV5769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5769'STATION SURFACE MARK DESTROYED.  THE SURFACE MARK WAS FOUND LYING ON
 KV5769'ITS SIDE AT THE OLD PIER SITE WHICH HAS SINCE BEEN REBUILT.
 KV5769'
 KV5769'R.M. 1 WAS SEARCHED FOR BUT NOT FOUND.
 KV5769'
 KV5769'R.M. 2 WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED 10.1 METERS S
 KV5769'OF A 10-INCH IRON GUIDE PIPE SET IN CONCRETE AND IS 12.3 METERS NW OF
 KV5769'THE NE CORNER OF THE NEW PIER.
 KV5769'
 KV5769'THE TIGHTLY COMPACTED FILL AT THE NEW PIER MADE EXTENSIVE DIGGING FOR
 KV5769'THE UNDERGROUND SURFACE MARK AND R.M. 1 IMPRACTICAL.
 KV5769
 KV5769                          STATION RECOVERY (1950)
 KV5769
 KV5769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (HAP)
 KV5769'STATION DESTROYED.  THE CONCRETE SETTING WAS FOUND TO HAVE BEEN
 KV5769'REMOVED FROM THE GROUND.  A STANDARD DISK, STAMPED ENTERPRISE 2
 KV5769'1935 WAS REMOVED AND FORWARDED TO THE WASHINGTON OFFICE.
 KV5769'
 KV5769'THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING- THE
 KV5769'PROPERTY IS NOW OWNED BY THE PENNSYLVANIA SALT MANUFACTURING
 KV5769'COMPANY, IT WAS PURCHASED BY THEM FROM THE CARLTON COMPANY ON
 KV5769'OCTOBER, 1939.  THERE IS NO LONGER A FIRE PLUG 3.93 M. NW OF THE
 KV5769'STATION.
 KV5769'
 KV5769'REFERENCE MARK 1 WAS SEARCHED FOR BUT NOT RECOVERED.  LARGE DEPOSITS
 KV5769'OF SULPHUR HAVE BEEN DUMPED IN THIS AREA.
 KV5769'
 KV5769'REFERENCE MARK 2 WAS RECOVERED IN FAIR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5726 ***********************************************************************
 KV5726  DESIGNATION -  ENTERPRISE C L USE
 KV5726  PID         -  KV5726
 KV5726  STATE/COUNTY-  PA/BUCKS
 KV5726  USGS QUAD   -  BEVERLY (1973)
 KV5726
 KV5726                         *CURRENT SURVEY CONTROL
 KV5726  ___________________________________________________________________
 KV5726* NAD 83(1992)-  40 04 31.08690(N)    074 55 04.71523(W)     ADJUSTED  
 KV5726* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5726  ___________________________________________________________________
 KV5726  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 KV5726  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KV5726
 KV5726  HORZ ORDER  -  THIRD
 KV5726
 KV5726.The horizontal coordinates were established by classical geodetic methods
 KV5726.and adjusted by the National Geodetic Survey in June 2002..
 KV5726
 KV5726.The orthometric height was scaled from a topographic map.
 KV5726
 KV5726.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5726
 KV5726.The geoid height was determined by GEOID03.
 KV5726
 KV5726;                    North         East     Units Scale Factor Converg.
 KV5726;SPC PA S     -    86,257.195   841,525.525   MT  0.99998084   +1 50 14.6
 KV5726;SPC PA S     -   282,995.48  2,760,904.99   sFT  0.99998084   +1 50 14.6
 KV5726;SPC NJ       -   137,958.463   114,350.127   MT  0.99991564   -0 16 08.7
 KV5726;SPC NJ       -   452,618.72    375,163.71   sFT  0.99991564   -0 16 08.7
 KV5726;UTM  18      - 4,436,118.272   506,993.809   MT  0.99960060   +0 03 10.1
 KV5726
 KV5726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5726!SPC PA S     -   1.00000474  x   0.99998084  =   0.99998558
 KV5726!SPC NJ       -   1.00000474  x   0.99991564  =   0.99992038
 KV5726!UTM  18      -   1.00000474  x   0.99960060  =   0.99960534
 KV5726
 KV5726                          SUPERSEDED SURVEY CONTROL
 KV5726
 KV5726  NAD 83(1996)-  40 04 31.08690(N)    074 55 04.71530(W) AD(       ) 3
 KV5726  NAD 83(1986)-  40 04 31.08508(N)    074 55 04.71737(W) AD(       ) 3
 KV5726  NAD 27      -  40 04 30.68600(N)    074 55 06.11500(W) AD(       ) 3
 KV5726
 KV5726.Superseded values are not recommended for survey control.
 KV5726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5726.See file dsdata.txt to determine how the superseded data were derived.
 KV5726
 KV5726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0699436118(NAD 83)
 KV5726_MARKER: Z = SEE DESCRIPTION
 KV5726_SETTING: 0 = UNSPECIFIED SETTING
 KV5726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV5726
 KV5726  HISTORY     - Date     Condition        Report By
 KV5726  HISTORY     - 1935     MONUMENTED       USE
 KV5726  HISTORY     - 1947     GOOD             CGS
 KV5726
 KV5726                          STATION DESCRIPTION
 KV5726
 KV5726'DESCRIBED BY US ENGINEERS 1935 (EBR)
 KV5726'STATION IS ON THE RIVER SHORE OPPOSITE BEVERLY, N.J. 0.5 MILE
 KV5726'DOWNSTREAM FROM NESHAMINY CREEK, ON RANGE WITH BEVERLY EPISCOPAL
 KV5726'CHURCH SPIRE AND A SMALL SUMMER HOUSE IN BEVERLY, 100 FEET N OF HIGH
 KV5726'WATER LINE, 43.64 FEET SW OF LARGE SPRUCE TREE, 63.45 FEET SW OF E
 KV5726'END OF CONCRETE SEA WALL SURROUNDING LAKE, 92.60 FEET FROM EXPANSION
 KV5726'JOINT AT POINT OF CURVATURE IN SW CORNER CONCRETE WALL,
 KV5726'51.70 FEET SE OF 6-INCH TREE S OF LAKE.  A STANDARD USED 8-INCH
 KV5726'GALVANIZED TOP MONUMENT.
 KV5726'
 KV5726'INTERSECTION STATION.
 KV5726'
 KV5726'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 KV5726
 KV5726                          STATION RECOVERY (1947)
 KV5726
 KV5726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5726'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5726'ADEQUATE EXCEPT FOR THE FOLLOWING CHANGES-
 KV5726'
 KV5726'1. CHANGE 6-INCH TREE TO 6-INCH STUMP.
 KV5726'2. ADD STATION IS
 KV5726'233 FEET SW OF ENTERPRISE RANGE REAR LIGHT.
 KV5726'3. ADD STATION IS 7.1 FEET W OF
 KV5726'8-INCH WILD BEAN TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3838 ***********************************************************************
 KV3838  DESIGNATION -  EPLER
 KV3838  PID         -  KV3838
 KV3838  STATE/COUNTY-  PA/BERKS
 KV3838  USGS QUAD   -  TEMPLE (1983)
 KV3838
 KV3838                         *CURRENT SURVEY CONTROL
 KV3838  ___________________________________________________________________
 KV3838* NAD 83(1992)-  40 24 13.97501(N)    075 59 25.62963(W)     ADJUSTED  
 KV3838* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 KV3838  ___________________________________________________________________
 KV3838  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 KV3838  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 KV3838
 KV3838  HORZ ORDER  -  SECOND
 KV3838
 KV3838.The horizontal coordinates were established by classical geodetic methods
 KV3838.and adjusted by the National Geodetic Survey in June 2002..
 KV3838
 KV3838.The orthometric height was scaled from a topographic map.
 KV3838
 KV3838.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3838
 KV3838.The geoid height was determined by GEOID03.
 KV3838
 KV3838;                    North         East     Units Scale Factor Converg.
 KV3838;SPC PA S     -   120,356.160   749,349.674   MT  0.99995983   +1 08 29.7
 KV3838;SPC PA S     -   394,868.50  2,458,491.39   sFT  0.99995983   +1 08 29.7
 KV3838;UTM  18      - 4,473,056.609   415,954.786   MT  0.99968695   -0 38 31.3
 KV3838
 KV3838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3838!SPC PA S     -   0.99997633  x   0.99995983  =   0.99993616
 KV3838!UTM  18      -   0.99997633  x   0.99968695  =   0.99966329
 KV3838
 KV3838:                Primary Azimuth Mark                     Grid Az
 KV3838:SPC PA S     -  EPLER AZ MK                              007 32 07.9
 KV3838:UTM  18      -  EPLER AZ MK                              009 19 08.9
 KV3838
 KV3838|---------------------------------------------------------------------|
 KV3838| PID    Reference Object                     Distance      Geod. Az  |
 KV3838|                                                           dddmmss.s |
 KV3838| CB3258 EPLER AZ MK                                        0084037.6 |
 KV3838| CB3259 EPLER RM 1                           23.975 METERS 04835     |
 KV3838| KV3841 LAURELDALE ROSEDALE KNIT TANK       APPROX. 7.3 KM 1050746.7 |
 KV3838| KV3829 MT PENN PAGODA                      APPROX.10.4 KM 1361439.3 |
 KV3838| KV3835 WYOMISSING HILLS STANDPIPE          APPROX. 7.9 KM 1804635.2 |
 KV3838| KW3010 WERNERSVILLE JESUIT MONASTERY       APPROX.10.0 KM 2235119.1 |
 KV3838| CB3260 EPLER RM 2                           22.900 METERS 30806     |
 KV3838|---------------------------------------------------------------------|
 KV3838
 KV3838                          SUPERSEDED SURVEY CONTROL
 KV3838
 KV3838  NAD 83(1986)-  40 24 13.96734(N)    075 59 25.63376(W) AD(       ) 2
 KV3838  NAD 27      -  40 24 13.62900(N)    075 59 26.86900(W) AD(       ) 2
 KV3838
 KV3838.Superseded values are not recommended for survey control.
 KV3838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3838.See file dsdata.txt to determine how the superseded data were derived.
 KV3838
 KV3838_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK1595573057(NAD 83)
 KV3838_MARKER: DS = TRIANGULATION STATION DISK
 KV3838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3838_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3838+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2002
 KV3838
 KV3838  HISTORY     - Date     Condition        Report By
 KV3838  HISTORY     - 1942     MONUMENTED       CGS
 KV3838  HISTORY     - 1947     GOOD             CGS
 KV3838  HISTORY     - 1974     GOOD             NGS
 KV3838  HISTORY     - 20020115 GOOD             USPSQD
 KV3838
 KV3838                          STATION DESCRIPTION
 KV3838
 KV3838'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KV3838'STATION IS ABOUT 5.75 MILES NW OF READING, ABOUT 0.5 MILE NW OF EPLER
 KV3838'CHURCH, ABOUT 3.75 MILES W OF TEMPLE ON A CONE- SHAPED HILL THAT
 KV3838'HAS A PINE ORCHARD ON THE W SIDE AND A PEACH ORCHARD ON THE E SIDE.
 KV3838'THE MARK IS ON THE HIGHEST PART OF THE HILL 6 FEET E OF A ROW OF
 KV3838'LARGE TREES THAT RUNS ACROSS THE HILL AND ON THE PROPERTY OF WILLIAM
 KV3838'KISSINGER.  THE MARK PROJECTS ABOUT 6 INCHES.
 KV3838'
 KV3838'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KV3838'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED.
 KV3838'
 KV3838'REFERENCE MARK NO. 1 IS NE OF THE STATION AT THE CORNER OF A SMALL
 KV3838'PATCH OF WOODS NEAR THE EDGE OF THE PEACH ORCHARD.  THE MARK
 KV3838'PROJECTS ABOUT 6 INCHES.
 KV3838'
 KV3838'REFERENCE MARK NO. 2 IS NW OF THE STATION IN THE EDGE OF THE PINE
 KV3838'ORCHARD ABOUT 40 FEET W OF THE CENTER LINE OF THE ROAD.  THE
 KV3838'MARK PROJECTS ABOUT 8 INCHES.
 KV3838'
 KV3838'THE AZIMUTH MARK IS ABOUT 0.3 MILE N OF THE STATION ON THE NW SIDE OF
 KV3838'A GRAVEL ROAD AND 15 FEET NW OF THE CENTER LINE OF THE ROAD AT THE
 KV3838'TOP OF THE BANK.  IT PROJECTS ABOUT 6 INCHES. REACHED FROM STATION BY
 KV3838'CONTINUING N ALONG DIM ROAD FOR 0.3 MILE TO GRAVEL ROAD, TURN RIGHT
 KV3838'AND GO 0.3 MILE TO MARK ON LEFT AT THE TOP OF BANK.
 KV3838'
 KV3838'STATION IS REACHED FROM READING, AT THE JUNCTION OF U.S. HIGHWAY 422
 KV3838'AND STATE ROUTE 83 AT PENN AND SECOND STREETS AT THE E END OF
 KV3838'CONCRETE BRIDGE OVER RIVER AND RAILROAD TRACKS, GO N ON SECOND STREET
 KV3838'AND STATE ROUTE 83 FOR 0.1 MILE TO WASHINGTON STREET, TURN LEFT,W,
 KV3838'ON WASHINGTON STREET FOR 0.1 MILE TO N FRONT STREET, TURN RIGHT, N,
 KV3838'AND GO 0.05 MILE TO FORKS, TAKE LEFT FORK, STATE ROUTE 83 AND
 KV3838'SCHUYLKILL AVENUE, AND GO 4.8 MILES TO SIDE ROAD RIGHT AND CENTRAL
 KV3838'GARAGE ON LEFT, TURN RIGHT, E, ON PAVED ROAD AND GO 0.05 MILE, TURN
 KV3838'LEFT, N, AND GO 0.35 MILE TO MACADAM ROAD RIGHT AND LIENBACKS HOTEL
 KV3838'ON RIGHT, TURN RIGHT, NE, FOR 0.5 MILE TO DIRT ROAD LEFT, TURN LEFT,
 KV3838'NW, ON DIRT ROAD AND GO 0.4 MILE TO SIDE ROAD RIGHT AT OLD BARN,
 KV3838'TURN RIGHT, N, AND GO 0.2 MILE TO END OF ROAD AT BARN CONTINUE ON DIM
 KV3838'ROAD BY BARN UP HILL FOR 0.05 MILE TO STATION ON RIGHT.
 KV3838'
 KV3838'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 KV3838
 KV3838                          STATION RECOVERY (1947)
 KV3838
 KV3838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CAN)
 KV3838'STATION MARK, R.M. NO. 1, R.M. NO 2, AND AZIMUTH MARK RECOVERED IN
 KV3838'GOOD CONDITION.
 KV3838
 KV3838                          STATION RECOVERY (1974)
 KV3838
 KV3838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ARB)
 KV3838'STATION, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 RECOVERED
 KV3838'AS DESCRIBED.
 KV3838'
 KV3838'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.75 MILES NW OF
 KV3838'READING.
 KV3838
 KV3838                          STATION RECOVERY (2002)
 KV3838
 KV3838'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KV3838'AT THE POINT WHERE THE DIM WOODS PATH CHANGES FROM UPHILL TO LEVEL,
 KV3838'CONTINUE 30 PACES.  MARK IS 18 FEET TO THE RIGHT OF THE PATH.  THE
 KV3838'MARK IS FLUSH WITH THE GROUND, NOT ON A MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1986 ***********************************************************************
 KX1986  DESIGNATION -  EPPLEY
 KX1986  PID         -  KX1986
 KX1986  STATE/COUNTY-  PA/WESTMORELAND
 KX1986  USGS QUAD   -  RACHELWOOD (1973)
 KX1986
 KX1986                         *CURRENT SURVEY CONTROL
 KX1986  ___________________________________________________________________
 KX1986* NAD 83(1992)-  40 18 46.66822(N)    079 02 15.09831(W)     ADJUSTED  
 KX1986* NAVD 88     -       837.     (meters)    2746.     (feet)  SCALED    
 KX1986  ___________________________________________________________________
 KX1986  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 KX1986  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KX1986
 KX1986  HORZ ORDER  -  THIRD
 KX1986
 KX1986.The horizontal coordinates were established by classical geodetic methods
 KX1986.and adjusted by the National Geodetic Survey in June 2002..
 KX1986
 KX1986.The orthometric height was scaled from a topographic map.
 KX1986
 KX1986.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1986
 KX1986.The geoid height was determined by GEOID03.
 KX1986
 KX1986;                    North         East     Units Scale Factor Converg.
 KX1986;SPC PA S     -   109,570.687   490,564.659   MT  0.99996238   -0 50 07.2
 KX1986;SPC PA S     -   359,483.16  1,609,460.89   sFT  0.99996238   -0 50 07.2
 KX1986;UTM  17      - 4,464,342.024   666,754.190   MT  0.99994230   +1 16 11.8
 KX1986
 KX1986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX1986!SPC PA S     -   0.99987378  x   0.99996238  =   0.99983616
 KX1986!UTM  17      -   0.99987378  x   0.99994230  =   0.99981609
 KX1986
 KX1986:                Primary Azimuth Mark                     Grid Az
 KX1986:SPC PA S     -  COLE                                     210 48 53.9
 KX1986:UTM  17      -  COLE                                     208 42 34.9
 KX1986
 KX1986|---------------------------------------------------------------------|
 KX1986| PID    Reference Object                     Distance      Geod. Az  |
 KX1986|                                                           dddmmss.s |
 KX1986| KX1987 COLE                                APPROX. 7.0 KM 2095846.7 |
 KX1986|---------------------------------------------------------------------|
 KX1986
 KX1986                          SUPERSEDED SURVEY CONTROL
 KX1986
 KX1986  NAD 83(1986)-  40 18 46.67355(N)    079 02 15.10600(W) AD(       ) 3
 KX1986  NAD 27      -  40 18 46.37207(N)    079 02 15.98223(W) AD(       ) 3
 KX1986
 KX1986.Superseded values are not recommended for survey control.
 KX1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1986.See file dsdata.txt to determine how the superseded data were derived.
 KX1986
 KX1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE6675464342(NAD 83)
 KX1986_MARKER: Z = SEE DESCRIPTION
 KX1986_SETTING: 0 = UNSPECIFIED SETTING
 KX1986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1986
 KX1986  HISTORY     - Date     Condition        Report By
 KX1986  HISTORY     - 1911     MONUMENTED       USGS
 KX1986
 KX1986                          STATION DESCRIPTION
 KX1986
 KX1986'DESCRIBED BY US GEOLOGICAL SURVEY 1911
 KX1986'NEAR COUNTY LINE BETWEEN SOMERSET AND WESTMORELAND COUNTIES, ON
 KX1986'LAUREL MOUNT, ABOUT 7.0 MI SW. OF JOHNSTOWN AND 15.0 MI NE. OF
 KX1986'LIGONIER.  IT IS IN SCRUB BRUSH ON TOP OF RIDGE, ABOUT 3.5 MI NW. OF
 KX1986'MR. DAVID EPPLEYS  HOUSE, WHO LIVES 7.0 MI SW. OF JOHNSTOWN.  A RD.
 KX1986'WAS CUT FROM COUNTY RD. TO STATION.
 KX1986'
 KX1986'STATION MARK, SANDSTONE POST 30- BY 10- BY 10-IN. SET 30 IN. IN
 KX1986'GROUND.
 KX1986'
 KX1986'SIGNAL, A DOUBLE LUMBER TRIPOD, 40 FT HIGHER, INSTRUMENT ELEVATED 18
 KX1986'FT OVER CENTER AND UNDER SIGNAL.
 KX1986'
 KX1986'REFERENCE MARKS, THREE PILES OF STONE 12 FT FROM CENTER, ONE E., ONE
 KX1986'N., AND ONE SW. FROM CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2665 ***********************************************************************
 LY2665  DESIGNATION -  EQUINUNK
 LY2665  PID         -  LY2665
 LY2665  STATE/COUNTY-  PA/WAYNE
 LY2665  USGS QUAD   -  LONG EDDY (1992)
 LY2665
 LY2665                         *CURRENT SURVEY CONTROL
 LY2665  ___________________________________________________________________
 LY2665* NAD 83(1992)-  41 50 14.37996(N)    075 11 29.51067(W)     ADJUSTED  
 LY2665* NAVD 88     -       491.     (meters)    1611.     (feet)  SCALED    
 LY2665  ___________________________________________________________________
 LY2665  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 LY2665  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 LY2665
 LY2665  HORZ ORDER  -  FIRST
 LY2665
 LY2665.The horizontal coordinates were established by classical geodetic methods
 LY2665.and adjusted by the National Geodetic Survey in June 2002..
 LY2665
 LY2665.The orthometric height was scaled from a topographic map.
 LY2665
 LY2665.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2665
 LY2665.The geoid height was determined by GEOID03.
 LY2665
 LY2665;                    North         East     Units Scale Factor Converg.
 LY2665;SPC PA N     -   188,675.391   812,475.761   MT  0.99998365   +1 41 33.1
 LY2665;SPC PA N     -   619,012.51  2,665,597.56   sFT  0.99998365   +1 41 33.1
 LY2665;SPC NY E     -   333,764.765    92,566.048   MT  0.99994058   -0 27 40.6
 LY2665;SPC NY E     - 1,095,026.57    303,693.78   sFT  0.99994058   -0 27 40.6
 LY2665;UTM  18      - 4,631,732.899   484,097.541   MT  0.99960311   -0 07 39.9
 LY2665
 LY2665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2665!SPC PA N     -   0.99992776  x   0.99998365  =   0.99991141
 LY2665!SPC NY E     -   0.99992776  x   0.99994058  =   0.99986835
 LY2665!UTM  18      -   0.99992776  x   0.99960311  =   0.99953090
 LY2665
 LY2665|---------------------------------------------------------------------|
 LY2665| PID    Reference Object                     Distance      Geod. Az  |
 LY2665|                                                           dddmmss.s |
 LY2665| CB3262 EQUINUNK RM 1                        31.890 METERS 21206     |
 LY2665| CB3261 EQUINUNK AZ MK                                     2443004.2 |
 LY2665| CB3263 EQUINUNK RM 2                        22.750 METERS 33103     |
 LY2665|---------------------------------------------------------------------|
 LY2665
 LY2665                          SUPERSEDED SURVEY CONTROL
 LY2665
 LY2665  NAD 83(1996)-  41 50 14.37991(N)    075 11 29.51066(W) AD(       ) 1
 LY2665  NAD 83(1986)-  41 50 14.38245(N)    075 11 29.51306(W) AD(       ) 1
 LY2665  NAD 27      -  41 50 14.06300(N)    075 11 30.89400(W) AD(       ) 1
 LY2665
 LY2665.Superseded values are not recommended for survey control.
 LY2665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2665.See file dsdata.txt to determine how the superseded data were derived.
 LY2665
 LY2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM8409831733(NAD 83)
 LY2665_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2665
 LY2665  HISTORY     - Date     Condition        Report By
 LY2665  HISTORY     - 1940     MONUMENTED       CGS
 LY2665
 LY2665                          STATION DESCRIPTION
 LY2665
 LY2665'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RJS)
 LY2665'STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF EQUINUNK AND ABOUT 3
 LY2665'MILES WEST-SOUTHWEST OF LONG EDDY, NEW YORK, ON THE TOP OF A
 LY2665'TIMBERED RIDGE, ABOUT 0.2 MILE SOUTHWARD FROM THE HIGHEST POINT, ON
 LY2665'THE ULRICH KELLER PROPERTY.  STATION IS MARKED BY A STANDARD
 LY2665'DISK, SET IN A 12- BY 12-INCH CONCRETE POST AND STAMPED EQUINUNK
 LY2665'1940.  THE POST PROTRUDES ABOUT 7 INCHES AND IS 11 PACES NORTH OF AN
 LY2665'OLD WOODS ROAD AND 19 PACES NORTHWEST OF A DOUBLE MAPLE TREE BEARING
 LY2665'A LARGE TRIANGULAR BLAZE FACING STATION.  NOTES 1A AND 7A.
 LY2665'
 LY2665'TO REACH STATION FROM EQUINUNK, GO SOUTHEAST ON STATE HIGHWAY 90 FOR
 LY2665'2.6 MILES TO MR. KELLERS TWO-STORY WHITE HOUSE ON THE LEFT OF ROAD,
 LY2665'TURN LEFT INTO FARMYARD AND GO 0.05 MILE, PASSING IN FRONT OF HOUSE
 LY2665'TO GATE, CONTINUE THROUGH GATE ON FARM ROAD ACROSS FIELD 0.3 MILE TO
 LY2665'SECOND GATE.  PASS THROUGH GATE AND TAKE LEFT FORK 0.4 MILE DOWN
 LY2665'THROUGH DRAW AND UP TO TOP OF RIDGE AND STATION SITE.
 LY2665'
 LY2665'AZIMUTH MARK IS A STANDARD DISK SET IN A 12- BY 12-INCH CONCRETE POST
 LY2665'PROTRUDING 6 INCHES AND IS STAMPED EQUINUNK 1940.  POST IS LOCATED 5
 LY2665'PACES SOUTHWEST OF STATE HIGHWAY 90 AT A POINT 2.55 MILES SOUTHEAST
 LY2665'OF EQUINUNK, AND IS 0.7 MILE WEST- SOUTHWEST OF STATION.  NOTE 11A.
 LY2665'
 LY2665'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A 12-BY 12-INCH
 LY2665'CONCRETE POST SAME ELEVATION AS STATION, PROTRUDING 1 FOOT, AND
 LY2665'IS 3 PACES WEST-NORTHWEST OF WOODS ROAD.  IT IS STAMPED EQUINUNK
 LY2665'1940, AND IS 104.63 FEET SOUTH-SOUTHWEST OF STATION.  NOTE 11A.
 LY2665'
 LY2665'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN 12- BY 12-INCH
 LY2665'CONCRETE POST PROTRUDING 10 INCHES, SAME ELEVATION AS STATION,
 LY2665'AND IS STAMPED EQUINUNK 1940.  IT IS 74.635 FEET NORTHWEST OF THE
 LY2665'STATION.  NOTE 11A.
 LY2665'
 LY2665'A WHITE POST WAS SET AT THE STATION AND THE AZIMUTH MARK.
 LY2665'
 LY2665'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0249 ***********************************************************************
 ND0249  SACS        -  This is a Secondary Airport Control Station.
 ND0249  DESIGNATION -  ERI AP STA A 2
 ND0249  PID         -  ND0249
 ND0249  STATE/COUNTY-  PA/ERIE
 ND0249  USGS QUAD   -  SWANVILLE (1990)
 ND0249
 ND0249                         *CURRENT SURVEY CONTROL
 ND0249  ___________________________________________________________________
 ND0249* NAD 83(1992)-  42 05 03.62184(N)    080 10 08.91489(W)     ADJUSTED  
 ND0249* NAVD 88     -       221.77   (+/-2cm)     727.6    (feet)  VERTCON   
 ND0249  ___________________________________________________________________
 ND0249  X           -     809,455.973 (meters)                     COMP
 ND0249  Y           -  -4,671,249.805 (meters)                     COMP
 ND0249  Z           -   4,252,686.249 (meters)                     COMP
 ND0249  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 ND0249  ELLIP HEIGHT-         186.96  (meters)          (08/09/01) GPS OBS
 ND0249  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 ND0249
 ND0249  HORZ ORDER  -  FIRST
 ND0249  VERT ORDER  -  THIRD ? (See Below)
 ND0249  ELLP ORDER  -  FOURTH    CLASS II
 ND0249
 ND0249.This mark is at Erie Airport (ERI)
 ND0249
 ND0249.The horizontal coordinates were established by GPS observations
 ND0249.and adjusted by the National Geodetic Survey in September 1994..
 ND0249
 ND0249.The NAVD 88 height was computed by applying the VERTCON shift value to
 ND0249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ND0249
 ND0249.GPS derived orthometric heights for airport stations designated as
 ND0249.PACS or SACS are published to 2 decimal places.  This maintains
 ND0249.centimeter relative accuracy between the PACS and SACS.  It does
 ND0249.not indicate centimeter accuracy relative to other marks which are
 ND0249.part of the NAVD 88 network.
 ND0249.The vertical order pertains to the NGVD 29 superseded value.
 ND0249
 ND0249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ND0249
 ND0249.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0249
 ND0249.The ellipsoidal height was determined by GPS observations
 ND0249.and is referenced to NAD 83.
 ND0249
 ND0249.The geoid height was determined by GEOID03.
 ND0249
 ND0249;                    North         East     Units Scale Factor Converg.
 ND0249;SPC PA N     -   215,768.466   399,858.146   MT  1.00002457   -1 36 01.3
 ND0249;SPC PA N     -   707,900.38  1,311,867.93   sFT  1.00002457   -1 36 01.3
 ND0249;UTM  17      - 4,659,474.354   568,718.911   MT  0.99965811   +0 33 24.8
 ND0249
 ND0249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ND0249!SPC PA N     -   0.99997068  x   1.00002457  =   0.99999525
 ND0249!UTM  17      -   0.99997068  x   0.99965811  =   0.99962880
 ND0249
 ND0249                          SUPERSEDED SURVEY CONTROL
 ND0249
 ND0249  ELLIP H (09/15/94)  186.92   (m)                       GP(       ) 4 1
 ND0249  NGVD 29 (09/15/94)  221.96   (m)          728.2    (f) LEVELING    3  
 ND0249
 ND0249.Superseded values are not recommended for survey control.
 ND0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0249.See file dsdata.txt to determine how the superseded data were derived.
 ND0249
 ND0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG6871959474(NAD 83)
 ND0249_MARKER: DT = TOPOGRAPHIC STATION DISK
 ND0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ND0249_SP_SET: CONCRETE POST
 ND0249_STAMPING: AP 1963 STA A2
 ND0249_MARK LOGO: NOS   
 ND0249_MAGNETIC: N = NO MAGNETIC MATERIAL
 ND0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ND0249+STABILITY: SURFACE MOTION
 ND0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ND0249+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2001
 ND0249
 ND0249  HISTORY     - Date     Condition        Report By
 ND0249  HISTORY     - 1963     MONUMENTED       NOS
 ND0249  HISTORY     - 19910925 GOOD             NGS
 ND0249  HISTORY     - 20010811 GOOD             NFGSC
 ND0249
 ND0249                          STATION DESCRIPTION
 ND0249
 ND0249'DESCRIBED BY NATIONAL OCEAN SERVICE 1963
 ND0249'STATION IS LOCATED ON THE ERIE INTERNATIONAL AIRPORT WEST OF DOWNTOWN
 ND0249'ERIE BETWEEN US HIGHWAY 20 AND STATE ROUTE 5 JUST WEST OF STATE ROUTE
 ND0249'299 AND ABOUT THREE MILES WEST OF THE NORTHERN TERMINUS OF INTERSTATE
 ND0249'HIGHWAY 79.
 ND0249'ARRANGEMENTS TO ACCESS THE AIRFIELD MUST BE MADE IN ADVANCE.  CONTACT
 ND0249'THE AIRPORT MANAGERS OFFICE AT 814-833-4258.  AN ESCORT IS USUALLY
 ND0249'REQUIRED.
 ND0249'TO REACH STATION FROM THE FIRE STATION WHICH IS JUST EAST OF THE
 ND0249'TERMINAL BUILDING PROCEED VIA A TAXIWAY RUNNING SOUTHEAST ACROSS
 ND0249'RUNWAY 2-21 CONTINUING TO A TAXIWAY RUNNING PARALLEL WITH RUNWAY
 ND0249'6-24. TURN LEFT (NORTHEAST) ONTO TAXIWAY AND PROCEED NORTHEAST TO A
 ND0249'TAXIWAY LEADING TO THE RUNWAY WHICH IS OPPOSITE AN AIRCRAFT RUNUP
 ND0249'AREA. TURN RIGHT, CROSS THE RUNWAY AND PROCEED ONTO AN ASPHALT DRIVE
 ND0249'LEADING TO AN FAA NAVIGATION FACILITY.  STATION IS IN THE GRASS JUST
 ND0249'NORTHEAST OF THE DRIVE AND ON THE SOUTH SIDE OF THE RUNWAY.
 ND0249'IT IS 83.2 FT (25.4 M) NORTHEAST OF THE CENTER OF THE ASPHALT DRIVE
 ND0249'AND 50 FT (15.2 M) FROM THE EDGE OF THE RUNWAY.
 ND0249
 ND0249                          STATION RECOVERY (1991)
 ND0249
 ND0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 ND0249'THE STATION IS LOCATED AT THE ERIE INTERNATIONAL AIRPORT SOUTHWEST OF
 ND0249'RUNWAY END 24.  IT IS 125 FT (38.1 M) SOUTHEAST OF THE CENTERLINE OF
 ND0249'RUNWAY 6/24, 83.2 FT (25.4 M) NORTHEAST OF THE CENTERLINE OF THE GLIDE
 ND0249'SLOPE SERVICE ROAD AND 50 FT (15.2 M) SOUTHEAST OF THE SOUTHEAST EDGE
 ND0249'OF THE RUNWAY.  THE STATION IS A STANDARD TOPO DISK STAMPED---AP 1963
 ND0249'STA A2---, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 ND0249'GROUND.
 ND0249
 ND0249                          STATION RECOVERY (2001)
 ND0249
 ND0249'RECOVERY NOTE BY NATIONAL FUEL GAS SUPPLY CORP. 2001 (MJT)
 ND0249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0250 ***********************************************************************
 ND0250  CBN         -  This is a Cooperative Base Network Control Station.
 ND0250  PACS        -  This is a Primary Airport Control Station.
 ND0250  DESIGNATION -  ERI ARP 2
 ND0250  PID         -  ND0250
 ND0250  STATE/COUNTY-  PA/ERIE
 ND0250  USGS QUAD   -  SWANVILLE (1990)
 ND0250
 ND0250                         *CURRENT SURVEY CONTROL
 ND0250  ___________________________________________________________________
 ND0250* NAD 83(1992)-  42 04 52.89364(N)    080 10 42.24795(W)     ADJUSTED  
 ND0250* NAVD 88     -       222.02   (meters)     728.4    (feet)  GPS OBS   
 ND0250  ___________________________________________________________________
 ND0250  X           -     808,738.951 (meters)                     COMP
 ND0250  Y           -  -4,671,599.351 (meters)                     COMP
 ND0250  Z           -   4,252,440.755 (meters)                     COMP
 ND0250  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 ND0250  ELLIP HEIGHT-         187.23  (meters)          (03/28/01) GPS OBS
 ND0250  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 ND0250
 ND0250  HORZ ORDER  -  B
 ND0250  ELLP ORDER  -  THIRD     CLASS II
 ND0250
 ND0250.This mark is at Erie Airport (ERI)
 ND0250
 ND0250.The horizontal coordinates were established by GPS observations
 ND0250.and adjusted by the National Geodetic Survey in September 1994..
 ND0250
 ND0250.The orthometric height was determined by GPS observations and a
 ND0250.high-resolution geoid model.
 ND0250
 ND0250.GPS derived orthometric heights for airport stations designated as
 ND0250.PACS or SACS are published to 2 decimal places.  This maintains
 ND0250.centimeter relative accuracy between the PACS and SACS.  It does
 ND0250.not indicate centimeter accuracy relative to other marks which are
 ND0250.part of the NAVD 88 network.
 ND0250
 ND0250.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ND0250
 ND0250.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0250
 ND0250.The ellipsoidal height was determined by GPS observations
 ND0250.and is referenced to NAD 83.
 ND0250
 ND0250.The geoid height was determined by GEOID03.
 ND0250
 ND0250;                    North         East     Units Scale Factor Converg.
 ND0250;SPC PA N     -   215,459.016   399,083.031   MT  1.00002396   -1 36 23.3
 ND0250;SPC PA N     -   706,885.12  1,309,324.91   sFT  1.00002396   -1 36 23.3
 ND0250;UTM  17      - 4,659,136.072   567,956.273   MT  0.99965682   +0 33 02.3
 ND0250
 ND0250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ND0250!SPC PA N     -   0.99997064  x   1.00002396  =   0.99999459
 ND0250!UTM  17      -   0.99997064  x   0.99965682  =   0.99962747
 ND0250
 ND0250                          SUPERSEDED SURVEY CONTROL
 ND0250
 ND0250  ELLIP H (09/15/94)  187.18   (m)                       GP(       ) 4 1
 ND0250  NGVD 29 (09/15/94)  222.24   (m)          729.1    (f) LEVELING    3  
 ND0250
 ND0250.Superseded values are not recommended for survey control.
 ND0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0250.See file dsdata.txt to determine how the superseded data were derived.
 ND0250
 ND0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG6795659136(NAD 83)
 ND0250_MARKER: DT = TOPOGRAPHIC STATION DISK
 ND0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ND0250_SP_SET: CONCRETE POST
 ND0250_STAMPING: ARP 2 1963
 ND0250_MARK LOGO: CGS   
 ND0250_PROJECTION: FLUSH
 ND0250_MAGNETIC: N = NO MAGNETIC MATERIAL
 ND0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ND0250+STABILITY: SURFACE MOTION
 ND0250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ND0250+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2001
 ND0250
 ND0250  HISTORY     - Date     Condition        Report By
 ND0250  HISTORY     - 1963     MONUMENTED       CGS
 ND0250  HISTORY     - 19910925 GOOD             NGS
 ND0250  HISTORY     - 20000505 GOOD             NFGSC
 ND0250  HISTORY     - 20010811 GOOD             NFGSC
 ND0250
 ND0250                          STATION DESCRIPTION
 ND0250
 ND0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 ND0250'STATION IS LOCATED ON THE ERIE INTERNATIONAL AIRPORT WEST OF DOWNTOWN
 ND0250'ERIE BETWEEN US HIGHWAY 20 AND STATE ROUTE 5 JUST WEST OF STATE ROUTE
 ND0250'299 AND ABOUT THREE MILES WEST OF THE NORTHERN TERMINUS OF INTERSTATE
 ND0250'HIGHWAY 79.
 ND0250'ARRANGEMENTS TO ACCESS THE AIRFIELD MUST BE MADE IN ADVANCE.  CONTACT
 ND0250'THE AIRPORT MANAGERS OFFICE AT 814-833-4258.  AN ESCORT IS USUALLY
 ND0250'REQUIRED.
 ND0250'TO REACH STATION FROM THE FIRE STATION WHICH IS JUST EAST OF THE
 ND0250'TERMINAL BUILDING PROCEED VIA A TAXIWAY RUNNING SOUTHEAST ACROSS
 ND0250'RUNWAY 2-20 CONTINUING TO A TAXIWAY RUNNING PARALLEL WITH RUNWAY
 ND0250'6-24. TURN RIGHT (SOUTHWEST) ONTO TAXIWAY AND PROCEED TO THE JUNCTION
 ND0250'OF TAXIWAYS AND THE STATION ON RIGHT IN THE GRASS AREA EAST OF RUNWAY
 ND0250'2-20.
 ND0250'IT IS 71.7 FT (21.9 M) NORTHEAST OF A METAL MANHOLE COVER NEAR THE
 ND0250'EDGE OF THE TAXIWAY, AND 177.2 FT (54.0 M) EAST OF THE FIRST RUNWAY
 ND0250'LIGHT (SHOWS WHITE) NORTH OF THE INTERSECTION OF THE TAXIWAY AND
 ND0250'RUNWAY 2-20.
 ND0250
 ND0250                          STATION RECOVERY (1991)
 ND0250
 ND0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 ND0250'THE STATION IS LOCATED IN THE APPROXIMATE CENTER OF ERIE INTERNATIONAL
 ND0250'AIRPORT IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF RUNWAYS 2-20
 ND0250'AND 10-28.  THE STATION IS 380 FT (115.8 M) SOUTHEAST OF THE SECOND
 ND0250'RUNWAY LIGHT NORTHEAST OF THE INTERSECTION, 177.15 FT (54.00 M) EAST
 ND0250'OF THE FIRST RUNWAY LIGHT NORTHEAST OF THE INTERSECTION, 42.8 FT (13.0
 ND0250'M) NORTHWEST OF THE NORTHWEST EDGE OF THE TAXIWAY, 79.2 FT (24.1 M)
 ND0250'SOUTHWEST OF THE 5TH TAXIWAY LIGHT NORTHEAST OF THE RUNWAY
 ND0250'INTERSECTION, 71.7 FT (21.9 M) NORTHEAST OF A MANHOLE COVER, 46.6 FT
 ND0250'(14.2 M) EAST OF THE 4TH TAXIWAY LIGHT, AND 39.3 FT (12.0 M) WEST OF
 ND0250'THE THIRD TAXIWAY LIGHT NORTHEAST OF THE INTERSECTION.  THE MARK IS A
 ND0250'STANDARD TOPOGRAPHIC DISK SET FLUSH WITH THE GROUND AND STAMPED---ARP
 ND0250'2 1963---.
 ND0250
 ND0250                          STATION RECOVERY (2000)
 ND0250
 ND0250'RECOVERY NOTE BY NATIONAL FUEL GAS SUPPLY CORP. 2000 (MT)
 ND0250'RECOVERED IN GOOD CONDITION.
 ND0250
 ND0250                          STATION RECOVERY (2001)
 ND0250
 ND0250'RECOVERY NOTE BY NATIONAL FUEL GAS SUPPLY CORP. 2001 (MJT)
 ND0250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0251 ***********************************************************************
 ND0251  SACS        -  This is a Secondary Airport Control Station.
 ND0251  DESIGNATION -  ERI CONTROL POINT F
 ND0251  PID         -  ND0251
 ND0251  STATE/COUNTY-  PA/ERIE
 ND0251  USGS QUAD   -  SWANVILLE (1990)
 ND0251
 ND0251                         *CURRENT SURVEY CONTROL
 ND0251  ___________________________________________________________________
 ND0251* NAD 83(1992)-  42 05 13.02649(N)    080 10 39.47921(W)     ADJUSTED  
 ND0251* NAVD 88     -       223.59   (+/-2cm)     733.6    (feet)  VERTCON   
 ND0251  ___________________________________________________________________
 ND0251  X           -     808,730.827 (meters)                     COMP
 ND0251  Y           -  -4,671,179.375 (meters)                     COMP
 ND0251  Z           -   4,252,902.811 (meters)                     COMP
 ND0251  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 ND0251  ELLIP HEIGHT-         188.76  (meters)          (08/09/01) GPS OBS
 ND0251  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 ND0251
 ND0251  HORZ ORDER  -  FIRST
 ND0251  VERT ORDER  -  THIRD ? (See Below)
 ND0251  ELLP ORDER  -  FOURTH    CLASS II
 ND0251
 ND0251.This mark is at Erie Airport (ERI)
 ND0251
 ND0251.The horizontal coordinates were established by GPS observations
 ND0251.and adjusted by the National Geodetic Survey in September 1994..
 ND0251
 ND0251.The NAVD 88 height was computed by applying the VERTCON shift value to
 ND0251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ND0251
 ND0251.GPS derived orthometric heights for airport stations designated as
 ND0251.PACS or SACS are published to 2 decimal places.  This maintains
 ND0251.centimeter relative accuracy between the PACS and SACS.  It does
 ND0251.not indicate centimeter accuracy relative to other marks which are
 ND0251.part of the NAVD 88 network.
 ND0251.The vertical order pertains to the NGVD 29 superseded value.
 ND0251
 ND0251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ND0251
 ND0251.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0251
 ND0251.The ellipsoidal height was determined by GPS observations
 ND0251.and is referenced to NAD 83.
 ND0251
 ND0251.The geoid height was determined by GEOID03.
 ND0251
 ND0251;                    North         East     Units Scale Factor Converg.
 ND0251;SPC PA N     -   216,078.185   399,164.056   MT  1.00002510   -1 36 21.5
 ND0251;SPC PA N     -   708,916.51  1,309,590.74   sFT  1.00002510   -1 36 21.5
 ND0251;UTM  17      - 4,659,757.623   568,013.913   MT  0.99965692   +0 33 04.4
 ND0251
 ND0251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ND0251!SPC PA N     -   0.99997040  x   1.00002510  =   0.99999549
 ND0251!UTM  17      -   0.99997040  x   0.99965692  =   0.99962733
 ND0251
 ND0251                          SUPERSEDED SURVEY CONTROL
 ND0251
 ND0251  ELLIP H (09/15/94)  188.73   (m)                       GP(       ) 4 1
 ND0251  NGVD 29 (09/15/94)  223.78   (m)          734.2    (f) LEVELING    3  
 ND0251
 ND0251.Superseded values are not recommended for survey control.
 ND0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0251.See file dsdata.txt to determine how the superseded data were derived.
 ND0251
 ND0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG6801459758(NAD 83)
 ND0251_MARKER: Z = SEE DESCRIPTION
 ND0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ND0251_SP_SET: CONCRETE POST
 ND0251_STAMPING: CON PT F
 ND0251_MARK LOGO: NONE  
 ND0251_MAGNETIC: N = NO MAGNETIC MATERIAL
 ND0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ND0251+STABILITY: SURFACE MOTION
 ND0251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ND0251+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2001
 ND0251
 ND0251  HISTORY     - Date     Condition        Report By
 ND0251  HISTORY     - 1963     MONUMENTED       NOS
 ND0251  HISTORY     - 19830615 GOOD             NGS
 ND0251  HISTORY     - 20010811 GOOD             NFGSC
 ND0251
 ND0251                          STATION DESCRIPTION
 ND0251
 ND0251'DESCRIBED BY NATIONAL OCEAN SERVICE 1963
 ND0251'STATION IS LOCATED ON THE ERIE INTERNATIONAL AIRPORT WEST OF DOWNTOWN
 ND0251'ERIE BETWEEN US HIGHWAY 20 AND STATE ROUTE 5 JUST WEST OF STATE ROUTE
 ND0251'299 AND ABOUT THREE MILES WEST OF THE NORTHERN TERMINUS OF INTERSTATE
 ND0251'HIGHWAY 79.
 ND0251'ARRANGEMENTS TO ACCESS THE AIRFIELD MUST BE MADE IN ADVANCE.  CONTACT
 ND0251'THE AIRPORT MANAGERS OFFICE AT 814-833-4258.  AN ESCORT IS USUALLY
 ND0251'REQUIRED.
 ND0251'TO REACH STATION FROM THE FIRE STATION WHICH IS JUST EAST OF THE
 ND0251'TERMINAL BUILDING PROCEED VIA THE RAMP EAST TO A NORTH SOUTH
 ND0251'TAXIWAY. TURN LEFT (NORTH) ONTO TAXIWAY AND PROCEED TO RUNWAY END
 ND0251'20. CROSS RUNWAY TO STATION ON EAST SIDE OF RUNWAY.
 ND0251'IT IS 25.0 FT (7.6 M) EAST OF THE EAST EDGE OF THE RUNWAY AND 53.7 FT
 ND0251'(16.4 M) SOUTH OF THE LINE FORMED BY THE END OF RUNWAY PAVEMENT.
 ND0251
 ND0251                          STATION RECOVERY (1983)
 ND0251
 ND0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 ND0251'THE STATION IS LOCATED AT THE ERIE INTERNATIONAL AIRPORT NEAR RUNWAY
 ND0251'END 20.  IT IS 100 FT (30.5 M) EASTERLY OF THE CENTERLINE OF THE
 ND0251'RUNWAY AND 53.7 FT (16.4 M) SOUTHERLY OF THE LINE OF ASPHALT AT THE
 ND0251'END OF THE RUNWAY EXTENDED.  THE MARK IS A COPPERWELD PIPE SET IN A
 ND0251'ONE FT SQUARE OF CONCRETE AND STAMPED---CON.  PT.  F---.
 ND0251
 ND0251                          STATION RECOVERY (2001)
 ND0251
 ND0251'RECOVERY NOTE BY NATIONAL FUEL GAS SUPPLY CORP. 2001 (MJT)
 ND0251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0229 ***********************************************************************
 ND0229  DESIGNATION -  ERIE
 ND0229  PID         -  ND0229
 ND0229  STATE/COUNTY-  PA/ERIE
 ND0229  USGS QUAD   -  SWANVILLE (1990)
 ND0229
 ND0229                         *CURRENT SURVEY CONTROL
 ND0229  ___________________________________________________________________
 ND0229* NAD 83(1992)-  42 03 41.52390(N)    080 11 10.10183(W)     ADJUSTED  
 ND0229* NAVD 88     -       260.     (meters)     853.     (feet)  SCALED    
 ND0229  ___________________________________________________________________
 ND0229  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 ND0229  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 ND0229
 ND0229  HORZ ORDER  -  FIRST
 ND0229
 ND0229.The horizontal coordinates were established by classical geodetic methods
 ND0229.and adjusted by the National Geodetic Survey in June 2002..
 ND0229
 ND0229.The orthometric height was scaled from a topographic map.
 ND0229
 ND0229.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0229
 ND0229.The geoid height was determined by GEOID03.
 ND0229
 ND0229;                    North         East     Units Scale Factor Converg.
 ND0229;SPC PA N     -   213,275.769   398,381.121   MT  1.00002001   -1 36 41.8
 ND0229;SPC PA N     -   699,722.25  1,307,022.06   sFT  1.00002001   -1 36 41.8
 ND0229;UTM  17      - 4,656,928.760   567,337.260   MT  0.99965579   +0 32 42.9
 ND0229
 ND0229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ND0229!SPC PA N     -   0.99996471  x   1.00002001  =   0.99998471
 ND0229!UTM  17      -   0.99996471  x   0.99965579  =   0.99962051
 ND0229
 ND0229:                Primary Azimuth Mark                     Grid Az
 ND0229:SPC PA N     -  EDINBORO RESET                           180 02 13.6
 ND0229:UTM  17      -  EDINBORO RESET                           177 52 48.9
 ND0229
 ND0229|---------------------------------------------------------------------|
 ND0229| PID    Reference Object                     Distance      Geod. Az  |
 ND0229|                                                           dddmmss.s |
 ND0229| MB1844 EDINBORO RESET                      APPROX.20.8 KM 1782531.8 |
 ND0229|---------------------------------------------------------------------|
 ND0229
 ND0229                          SUPERSEDED SURVEY CONTROL
 ND0229
 ND0229  NAD 83(1996)-  42 03 41.52528(N)    080 11 10.10233(W) AD(       ) 1
 ND0229  NAD 83(1995)-  42 03 41.52670(N)    080 11 10.10103(W) AD(       ) 1
 ND0229  NAD 83(1986)-  42 03 41.52946(N)    080 11 10.10071(W) AD(       ) 1
 ND0229  NAD 27      -  42 03 41.32900(N)    080 11 10.88800(W) AD(       ) 1
 ND0229
 ND0229.Superseded values are not recommended for survey control.
 ND0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0229.See file dsdata.txt to determine how the superseded data were derived.
 ND0229
 ND0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG6733756929(NAD 83)
 ND0229_MARKER: Z = SEE DESCRIPTION
 ND0229_SETTING: 0 = UNSPECIFIED SETTING
 ND0229
 ND0229  HISTORY     - Date     Condition        Report By
 ND0229  HISTORY     - 1876     MONUMENTED       USLS
 ND0229  HISTORY     - 1938     SEE DESCRIPTION  CGS
 ND0229  HISTORY     - 1961     SEE DESCRIPTION  CGS
 ND0229
 ND0229                          STATION DESCRIPTION
 ND0229
 ND0229'DESCRIBED BY US LAKE SURVEY 1876
 ND0229'THIS STATION IS SITUATED IN THE WESTERN END OF MILL CREEK TOWNSHIP,
 ND0229'ERIE COUNTY, PENNSYLVANIA, ABOUT 8 MILES BY THE ROADS
 ND0229'SOUTHWESTERLY FROM THE CITY OF ERIE, AND 2 MILES EASTERLY FROM SWAN
 ND0229'RAILWAY STATION.  THE HEIGHT OF STATION USED WAS 114 FEET.
 ND0229'THE GEODETIC POINT IS MARKED BY A STONE OF THE USUAL FORM, SET 2-1/2
 ND0229'FEET BELOW THE SURFACE OF THE GROUND.  THREE STONE REFERENCE
 ND0229'POSTS ARE SET ALONG A FENCE WEST OF THE STATION, AS FOLLOWS- ONE
 ND0229'BEARING NORTH 54 DEGREES 54 FEET WEST, DISTANT 56.39 METERS, ONE
 ND0229'BEARING SOUTH 56 DEGREES 59 FEET WEST, DISTANT 31.29 METERS, AND
 ND0229'ONE BEARING SOUTH 2 DEGREES 38 FEET WEST, DISTANT 56.34 METERS FROM
 ND0229'THE GEODETIC POINT.  THE ROAD SOUTHEAST OF THE STATION IS
 ND0229'DISTANT ABOUT 244 METERS.  THE HEIGHT OF GROUND AT THE STATION ABOVE
 ND0229'MEAN LEVEL OF LAKE ERIE IS 285.9 FEET.
 ND0229
 ND0229                          STATION RECOVERY (1938)
 ND0229
 ND0229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (APR)
 ND0229'ERIE (U.S.L.S., 1876) WAS RECOVERED AS DESCRIBED.  AS THE STATION IS
 ND0229'SURROUNDED BY ORNAMENTAL SHRUBBERY, IT WAS NECESSARY TO
 ND0229'ESTABLISH A NEW STATION.  A TRAVERSE TIE WAS MADE.  ERIE (U.S.L.S.,
 ND0229'1876) IS 18.585 METERS EAST OF THE STATION.
 ND0229
 ND0229                          STATION RECOVERY (1961)
 ND0229
 ND0229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RWT)
 ND0229'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 ND0229'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0221 ***********************************************************************
 ND0221  DESIGNATION -  ERIE CATH PREP SCHOOL SPIRE
 ND0221  PID         -  ND0221
 ND0221  STATE/COUNTY-  PA/ERIE
 ND0221  USGS QUAD   -  ERIE SOUTH (1996)
 ND0221
 ND0221                         *CURRENT SURVEY CONTROL
 ND0221  ___________________________________________________________________
 ND0221* NAD 83(1992)-  42 07 27.62597(N)    080 05 12.40358(W)     ADJUSTED  
 ND0221* NAVD 88     -                                                        
 ND0221  ___________________________________________________________________
 ND0221  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 ND0221  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 ND0221
 ND0221  HORZ ORDER  -  THIRD
 ND0221
 ND0221.The horizontal coordinates were established by classical geodetic methods
 ND0221.and adjusted by the National Geodetic Survey in June 2002..
 ND0221
 ND0221
 ND0221.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0221
 ND0221.The geoid height was determined by GEOID03.
 ND0221
 ND0221;                    North         East     Units Scale Factor Converg.
 ND0221;SPC PA N     -   220,023.024   406,790.535   MT  1.00003295   -1 32 45.1
 ND0221;SPC PA N     -   721,858.87  1,334,611.95   sFT  1.00003295   -1 32 45.1
 ND0221;UTM  17      - 4,663,985.271   575,483.722   MT  0.99967011   +0 36 45.2
 ND0221
 ND0221                          SUPERSEDED SURVEY CONTROL
 ND0221
 ND0221  NAD 83(1996)-  42 07 27.62726(N)    080 05 12.40379(W) AD(       ) 4
 ND0221  NAD 83(1995)-  42 07 27.63006(N)    080 05 12.40113(W) AD(       ) 4
 ND0221  NAD 83(1986)-  42 07 27.63230(N)    080 05 12.40101(W) AD(       ) 4
 ND0221  NAD 27      -  42 07 27.43500(N)    080 05 13.20100(W) AD(       ) 3
 ND0221
 ND0221.Superseded values are not recommended for survey control.
 ND0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0221.See file dsdata.txt to determine how the superseded data were derived.
 ND0221
 ND0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7548463985(NAD 83)
 ND0221
 ND0221  HISTORY     - Date     Condition        Report By
 ND0221  HISTORY     - UNK      MONUMENTED
 ND0221  HISTORY     - 1956     SEE DESCRIPTION  CGS
 ND0221  HISTORY     - 1964     SEE DESCRIPTION  CGS
 ND0221  HISTORY     - 1975     GOOD             NGS
 ND0221
 ND0221                          STATION DESCRIPTION
 ND0221
 ND0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HJB)
 ND0221'THIS IS THE SPIRE OF ST. PETERS CATHEDRAL.
 ND0221'BEFORE SCHOOL BUILDINGS WERE ERECTED, IN 1941, SCHOOL WAS HELD IN
 ND0221'THE BASEMENT OF THE CATHEDRAL.  DESCRIPTION FOLLOWS-
 ND0221'
 ND0221'LOCATED IN ERIE, PENNSYLVANIA, AT THE NORTHWEST CORNER OF SASSAFRAS
 ND0221'AND W. 10TH STREETS.  THE SPIRE OF ST. PETERS CATHEDRAL, A
 ND0221'TALL, BROWN STONE STRUCTURE.  ERECTED IN 1875.
 ND0221
 ND0221                          STATION RECOVERY (1964)
 ND0221
 ND0221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VES)
 ND0221'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY H.J.B. IN
 ND0221'1956.
 ND0221
 ND0221                          STATION RECOVERY (1975)
 ND0221
 ND0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (WAB)
 ND0221'STATION RECOVERED IN GOOD CONDITION, AS DESCRIBED.
 ND0221'
 ND0221'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 ND0221'AT ERIE, PA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0227 ***********************************************************************
 ND0227  DESIGNATION -  ERIE ECC
 ND0227  PID         -  ND0227
 ND0227  STATE/COUNTY-  PA/ERIE
 ND0227  USGS QUAD   -  SWANVILLE (1990)
 ND0227
 ND0227                         *CURRENT SURVEY CONTROL
 ND0227  ___________________________________________________________________
 ND0227* NAD 83(1992)-  42 03 41.40646(N)    080 11 10.89447(W)     ADJUSTED  
 ND0227* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 ND0227  ___________________________________________________________________
 ND0227  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 ND0227  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 ND0227
 ND0227  HORZ ORDER  -  FIRST
 ND0227
 ND0227.The horizontal coordinates were established by classical geodetic methods
 ND0227.and adjusted by the National Geodetic Survey in June 2002..
 ND0227
 ND0227.The orthometric height was scaled from a topographic map.
 ND0227
 ND0227.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0227
 ND0227.The geoid height was determined by GEOID03.
 ND0227
 ND0227;                    North         East     Units Scale Factor Converg.
 ND0227;SPC PA N     -   213,272.659   398,362.802   MT  1.00002000   -1 36 42.3
 ND0227;SPC PA N     -   699,712.05  1,306,961.96   sFT  1.00002000   -1 36 42.3
 ND0227;UTM  17      - 4,656,924.965   567,319.077   MT  0.99965576   +0 32 42.4
 ND0227
 ND0227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ND0227!SPC PA N     -   0.99996267  x   1.00002000  =   0.99998267
 ND0227!UTM  17      -   0.99996267  x   0.99965576  =   0.99961844
 ND0227
 ND0227:                Primary Azimuth Mark                     Grid Az
 ND0227:SPC PA N     -  AIRPORT BEACON PORT ERIE                 004 46 51.5
 ND0227:UTM  17      -  AIRPORT BEACON PORT ERIE                 002 37 26.8
 ND0227
 ND0227|---------------------------------------------------------------------|
 ND0227| PID    Reference Object                     Distance      Geod. Az  |
 ND0227|                                                           dddmmss.s |
 ND0227| ND0230 AIRPORT BEACON PORT ERIE            APPROX. 1.8 KM 0031009.2 |
 ND0227| CZ9373 ERIE ECC AZ MK                                     0072400.6 |
 ND0227| ND0229 ERIE                                 18.581 METERS 07845     |
 ND0227| CZ9374 ERIE ECC RM 1                                      15750     |
 ND0227| ND0228 ERIE ECC RM 3                        29.635 METERS 16920     |
 ND0227| CZ9375 ERIE ECC RM 2                        23.688 METERS 26108     |
 ND0227|---------------------------------------------------------------------|
 ND0227
 ND0227                          SUPERSEDED SURVEY CONTROL
 ND0227
 ND0227  NAD 83(1996)-  42 03 41.40785(N)    080 11 10.89498(W) AD(       ) 1
 ND0227  NAD 83(1995)-  42 03 41.40926(N)    080 11 10.89368(W) AD(       ) 1
 ND0227  NAD 83(1986)-  42 03 41.41198(N)    080 11 10.89336(W) AD(       ) 1
 ND0227  NAD 27      -  42 03 41.21200(N)    080 11 11.68000(W) AD(       ) 1
 ND0227
 ND0227.Superseded values are not recommended for survey control.
 ND0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0227.See file dsdata.txt to determine how the superseded data were derived.
 ND0227
 ND0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG6731956925(NAD 83)
 ND0227_MARKER: Z = SEE DESCRIPTION
 ND0227_SETTING: 0 = UNSPECIFIED SETTING
 ND0227
 ND0227  HISTORY     - Date     Condition        Report By
 ND0227  HISTORY     - 1938     MONUMENTED       CGS
 ND0227  HISTORY     - 1876     SEE DESCRIPTION  USLS
 ND0227  HISTORY     - 1956     SEE DESCRIPTION  CGS
 ND0227  HISTORY     - 1961     SEE DESCRIPTION  CGS
 ND0227  HISTORY     - 1963     SEE DESCRIPTION  CGS
 ND0227  HISTORY     - 1973     SEE DESCRIPTION  NGS
 ND0227
 ND0227                          STATION DESCRIPTION
 ND0227
 ND0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 ND0227'STATION IS LOCATED 8 MILES SOUTHWEST OF ERIE, APPROXIMATELY 2 MILES
 ND0227'EAST OF SWAN RAILROAD STATION, ON A HILL APPROXIMATELY
 ND0227'285 FEET ABOVE LAKE ERIE, ON GROUNDS OF MR. ARTHUR VICARY, ON THE
 ND0227'LAWN 161 FEET WEST OF WEST CORNER OF OWNERS HOUSE, 15 FEET EAST
 ND0227'OF EDGE OF WOODS, AND IS 1 INCH BELOW SURFACE OF LAWN.
 ND0227
 ND0227                          STATION RECOVERY (1876)
 ND0227
 ND0227'RECOVERY NOTE BY US LAKE SURVEY 1876
 ND0227'WAS RECOVERED AS DESCRIBED, SEE RECOVERY NOTE FOR ERIE (U.S.L.S.,
 ND0227'1876).  AS THAT STATION IS SURROUNDED BY ORNAMENTAL SHRUBBERY, IT
 ND0227'WAS NECESSARY TO ESTABLISH A NEW STATION, AND A TRAVERSE TIE WAS
 ND0227'MADE.  ERIE (U.S.L.S., 1876) IS 18.585 METERS EAST OF STATION.
 ND0227'
 ND0227'TO REACH STATION FROM INTERSECTION OF U.S. HIGHWAYS 20 AND 19 IN
 ND0227'ERIE, GO SOUTHWEST ON U.S. HIGHWAY 20 FOR 6.2 MILES TO CROSS
 ND0227'ROAD, ASBURY METHODIST CHURCH ON THE LEFT.  (TO REACH AZIMUTH FROM
 ND0227'THIS POINT, CONTINUE STRAIGHT AHEAD ON U.S.  HIGHWAY 20 FOR 0.2 MILE
 ND0227'TO AZIMUTH MARK ON LEFT.) TURN LEFT (SOUTH) ON MACADAM ROAD AND GO
 ND0227'0.7 MILE TO CROSS ROAD.  TURN RIGHT (WEST) AND GO 0.45 MILE TO
 ND0227'ENTRANCE TO VICARY ESTATE ON RIGHT.  TURN RIGHT AND FOLLOW DRIVEWAY
 ND0227'FOR APPROXIMATELY 50 YARDS, CUT LEFT ON WOODS ROAD FOR
 ND0227'APPROXIMATELY 100 FEET. DO NOT DRIVE TRUCK ON THE LAWN.  STATION IS
 ND0227'NEAR TOP OF KNOLL.
 ND0227'
 ND0227'SURFACE, UNDERGROUND, AND REFEREENCE MARKS ARE STANDARD BRONZE DISKS
 ND0227'SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.  ALL MARKS
 ND0227'ARE STAMEPD ERIE ECC 1938.
 ND0227'
 ND0227'REFERENCE MARK NO. 1 IS 133.63 FEET FROM STATION, ABOUT NINE FEET
 ND0227'LOWER IN ELEVATION, AND PROTRUDES 4 INCHES.
 ND0227'
 ND0227'REFERENCE MARK NO. 2 IS 23.707 METERS FROM STATION IN THE WOODS, AND
 ND0227'PROTRUDES 2 INCHES.
 ND0227'
 ND0227'AZIMUTH MARK IS 24 FEET SOUTH OF CENTER LINE OF U.S. HIGHWAY 20, AND
 ND0227'8 FEET EAST OF POLE MARKED M T CO 275.  IT IS 0.2 MILE SOUTHWEST OF
 ND0227'ASBURY METHODIST CHURCH.
 ND0227
 ND0227                          STATION RECOVERY (1956)
 ND0227
 ND0227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJB)
 ND0227'STATION AND BOTH REFERENCE MARKS WEE RECOVERED IN GOOD CONDITION.
 ND0227'THE AZIMUTH MARK WAS NOT RECOVERED AND WAS PROBABLY DESTROYED WHEN
 ND0227'THE HIGHWAY WAS WIDENED.  THE DISTANCE FROM THE CENTRLINE WOULD PLACE
 ND0227'IT AT THE EDGE OF THE NEW PAVING.
 ND0227'
 ND0227'THE DESCRIPTION IS ADEQUATE.
 ND0227
 ND0227                          STATION RECOVERY (1961)
 ND0227
 ND0227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RWT)
 ND0227'THE STATION MARK, REFERENCE MARKS 1 AND 2 WAS RECOVERED AS DESCRIBED
 ND0227'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 ND0227'NOT LOCATED.  IT IS BELIEVED TO OF BEEN DESTROYED BY WIDENING THE
 ND0227'ROAD.
 ND0227'
 ND0227'ERIE AND RM 3 ARE TRAVERSE MEASUREMENTS.
 ND0227'
 ND0227'RM 1 NOT MEASURED DUE TO FLOWER BED.
 ND0227
 ND0227                          STATION RECOVERY (1963)
 ND0227
 ND0227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VES)
 ND0227'STATION AND REFERENCE MARKS 1 AND 3 WERE FOUND IN GOOD CONDITION, AS
 ND0227'DESCRIBED.
 ND0227
 ND0227                          STATION RECOVERY (1973)
 ND0227
 ND0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LN)
 ND0227'ERIE ECC 1933 GOOD.
 ND0227'
 ND0227'AZIMUTH MARK AND REFERENCE MARKS WERE NOT SEARCHED FOR.
 ND0227'
 ND0227'RECOVERED BY L. ROBERT KIMBALL CONSULTING ENGINEERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0228 ***********************************************************************
 ND0228  DESIGNATION -  ERIE ECC RM 3
 ND0228  PID         -  ND0228
 ND0228  STATE/COUNTY-  PA/ERIE
 ND0228  USGS QUAD   -  SWANVILLE (1990)
 ND0228
 ND0228                         *CURRENT SURVEY CONTROL
 ND0228  ___________________________________________________________________
 ND0228* NAD 83(1992)-  42 03 40.46258(N)    080 11 10.65574(W)     ADJUSTED  
 ND0228* NAVD 88     -       258.0    (meters)     846.     (feet)  VERTCON   
 ND0228  ___________________________________________________________________
 ND0228  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 ND0228  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 ND0228
 ND0228  HORZ ORDER  -  SECOND
 ND0228
 ND0228.The horizontal coordinates were established by classical geodetic methods
 ND0228.and adjusted by the National Geodetic Survey in June 2002..
 ND0228
 ND0228.The NAVD 88 height was computed by applying the VERTCON shift value to
 ND0228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ND0228
 ND0228.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0228
 ND0228.The geoid height was determined by GEOID03.
 ND0228
 ND0228;                    North         East     Units Scale Factor Converg.
 ND0228;SPC PA N     -   213,243.393   398,367.469   MT  1.00001995   -1 36 42.1
 ND0228;SPC PA N     -   699,616.03  1,306,977.27   sFT  1.00001995   -1 36 42.1
 ND0228;UTM  17      - 4,656,895.906   567,324.841   MT  0.99965577   +0 32 42.5
 ND0228
 ND0228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ND0228!SPC PA N     -   0.99996499  x   1.00001995  =   0.99998494
 ND0228!UTM  17      -   0.99996499  x   0.99965577  =   0.99962077
 ND0228
 ND0228:                Primary Azimuth Mark                     Grid Az
 ND0228:SPC PA N     -  AIRPORT BCN PORT ERIE AIRPORT            010 23 25.1
 ND0228:UTM  17      -  AIRPORT BCN PORT ERIE AIRPORT            008 14 00.5
 ND0228
 ND0228|---------------------------------------------------------------------|
 ND0228| PID    Reference Object                     Distance      Geod. Az  |
 ND0228|                                                           dddmmss.s |
 ND0228| ND0231 AIRPORT BCN PORT ERIE AIRPORT       APPROX. 2.4 KM 0084643.0 |
 ND0228| ND0229 ERIE                                 35.135 METERS 02115     |
 ND0228| ND0232 WESTMINISTER WATER CO TANK          APPROX. 3.2 KM 0454042.1 |
 ND0228| CZ9374 ERIE ECC RM 1                        12.987 METERS 13045     |
 ND0228| MB0169 BAXTER                              APPROX.21.7 KM 2332723.5 |
 ND0228| CZ9375 ERIE ECC RM 2                        38.524 METERS 31125     |
 ND0228| ND0227 ERIE ECC                             29.635 METERS 34920     |
 ND0228|---------------------------------------------------------------------|
 ND0228
 ND0228                          SUPERSEDED SURVEY CONTROL
 ND0228
 ND0228  NAD 83(1996)-  42 03 40.46396(N)    080 11 10.65625(W) AD(       ) 2
 ND0228  NAD 83(1995)-  42 03 40.46538(N)    080 11 10.65494(W) AD(       ) 2
 ND0228  NAD 83(1986)-  42 03 40.46808(N)    080 11 10.65469(W) AD(       ) 2
 ND0228  NAD 27      -  42 03 40.26790(N)    080 11 11.44180(W) AD(       ) 2
 ND0228  NGVD 29 (07/19/86)  258.2    (m)          847.     (f) VERT ANG       
 ND0228
 ND0228.Superseded values are not recommended for survey control.
 ND0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0228.See file dsdata.txt to determine how the superseded data were derived.
 ND0228
 ND0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG6732556896(NAD 83)
 ND0228_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ND0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ND0228
 ND0228  HISTORY     - Date     Condition        Report By
 ND0228  HISTORY     - 1961     MONUMENTED       CGS
 ND0228  HISTORY     - 1963     SEE DESCRIPTION  CGS
 ND0228
 ND0228                          STATION DESCRIPTION
 ND0228
 ND0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 ND0228'THE STATION IS LOCATED ON A LOW HILL ABOUT 8.0 MILES SOUTHWESTERLY OF
 ND0228'ERIE ON PROPERTY OWNED BY VICARY ESTATE.
 ND0228'
 ND0228'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE
 ND0228'HIGHWAY 89 IN FAIRVIEW, GO EAST ON U.S.  HIGHWAY 20 FOR
 ND0228'4.6 MILES TO A CROSSROAD, (ASBURY ROAD).  TURN RIGHT AND GO SOUTH ON
 ND0228'ASBURY ROAD FOR 0.65 MILE TO A CROSSROAD, TURN RIGHT AND GO
 ND0228'WEST ON A MACADAM ROAD FOR 0.4 MILE TO A DRIVE WAY RIGHT, THE
 ND0228'ENTRANCE TO THE VICARY ESTATE.  TURN RIGHT AND GO NORTH ON THE
 ND0228'DRIVEWAY FOR ABOUT 0.1 MILE TO A WOODS ROAD LEFT, JUST BEFORE
 ND0228'REACHING A Y-FORK IN THE DRIVEWAY, TURN LEFT AND GO NORTH ON
 ND0228'THE WOODS ROAD FOR ABOUT 100 FEET TO THE STATION ON THE RIGHT AS
 ND0228'DESCRIBED.
 ND0228'
 ND0228'THE STATION MARK, IS A STANDARD REFERENCE MARK DISK STAMPED ERIE ECC
 ND0228'NO 3 1961, SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS
 ND0228'FLUSH WITH THE GROUND SURFACE.  IT IS 9.0 FEET EAST OF THE WEST EDGE
 ND0228'OF THE LAWN, 29.0 FEET NORTHEAST OF THE APPROXIMATE CENTER
 ND0228'OF THE WOODS ROAD, 32.0 FEET SOUTH-SOUTHEAST OF A TRIPLE TRUNK OAK
 ND0228'TREE AND 90.4 FEET NORTHWEST OF THE WEST EDGE OF THE MACADAM
 ND0228'DRIVEWAY.
 ND0228'
 ND0228'REFERENCE MARK 1, IS A STANDARD DISK STAMPED ERIE ECC NO 1 1938, SET
 ND0228'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 5 INCHES
 ND0228'ABOVE THE GROUND SURFACE.  IT IS 42.0 FEET EAST OF THE CENTER OF THE
 ND0228'WOODS ROAD, 52.8 FEET NORTHEAST OF THE WEST EDGE OF THE
 ND0228'MACADAM DRIVEWAY, 74.0 FEET SOUTH-SOUTHEAST OF THE TRIPLE TRUNK OAK
 ND0228'TREE, 122.0 FEET NORTH-NORTHWEST OF A Y-INTERSECTION IN THE
 ND0228'MACADAM DRIVEWAY AND ABOUT 1.0 FOOT LOWER THAN THE STATION MARK.
 ND0228'
 ND0228'REFERENCE MARK 2, IS A STANDARD DISK STAMPED ERIE ECC NO 2 1938, SET
 ND0228'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH
 ND0228'ABOVE THE GROUND SURFACE.  IT IS 2.6 FEET SOUTH OF A 24.0 INCH POPLAR
 ND0228'TREE, 60.0 FEET NORTHWEST OF A 4 INCH BY 4 INCH U.S.L.S.
 ND0228'REFERENCE STONE, 64.0 FEET WEST OF THE WEST EDGE OF THE LAWN AND IS
 ND0228'ABOUT 8.0 FEET HIGHER THAN THE STATION MARK.
 ND0228'
 ND0228'HEIGHT OF LIGHT ABOVE STATION MARK 34.25 METERS.
 ND0228
 ND0228                          STATION RECOVERY (1963)
 ND0228
 ND0228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VES)
 ND0228'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0179 ***********************************************************************
 ND0179  DESIGNATION -  ERIE GENERAL ELECTRIC CO STACK
 ND0179  PID         -  ND0179
 ND0179  STATE/COUNTY-  PA/ERIE
 ND0179  USGS QUAD   -  ERIE NORTH (1996)
 ND0179
 ND0179                         *CURRENT SURVEY CONTROL
 ND0179  ___________________________________________________________________
 ND0179* NAD 83(1992)-  42 08 50.15860(N)    080 01 39.46379(W)     ADJUSTED  
 ND0179* NAVD 88     -                                                        
 ND0179  ___________________________________________________________________
 ND0179  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 ND0179  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 ND0179
 ND0179  HORZ ORDER  -  THIRD
 ND0179
 ND0179.The horizontal coordinates were established by classical geodetic methods
 ND0179.and adjusted by the National Geodetic Survey in June 2002..
 ND0179
 ND0179
 ND0179.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0179
 ND0179.The geoid height was determined by GEOID03.
 ND0179
 ND0179;                    North         East     Units Scale Factor Converg.
 ND0179;SPC PA N     -   222,438.448   411,746.988   MT  1.00003798   -1 30 24.3
 ND0179;SPC PA N     -   729,783.47  1,350,873.24   sFT  1.00003798   -1 30 24.3
 ND0179;UTM  17      - 4,666,584.753   580,343.914   MT  0.99967943   +0 39 09.1
 ND0179
 ND0179                          SUPERSEDED SURVEY CONTROL
 ND0179
 ND0179  NAD 83(1996)-  42 08 50.15996(N)    080 01 39.46373(W) AD(       ) 4
 ND0179  NAD 83(1995)-  42 08 50.16191(N)    080 01 39.46147(W) AD(       ) 4
 ND0179  NAD 83(1986)-  42 08 50.16363(N)    080 01 39.46146(W) AD(       ) 4
 ND0179  NAD 27      -  42 08 49.96400(N)    080 01 40.26900(W) AD(       ) 3
 ND0179
 ND0179.Superseded values are not recommended for survey control.
 ND0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0179.See file dsdata.txt to determine how the superseded data were derived.
 ND0179
 ND0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG8034466585(NAD 83)
 ND0179_MARKER: 63 = STACK
 ND0179
 ND0179  HISTORY     - Date     Condition        Report By
 ND0179  HISTORY     - UNK      FIRST OBSERVED
 ND0179  HISTORY     - 1975     GOOD             NGS
 ND0179
 ND0179                          STATION DESCRIPTION
 ND0179
 ND0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WAB)
 ND0179'NO PREVIOUS DESCRIPTION.  LOCATED IN LAWRENCE PARK TOWNSHIP EAST
 ND0179'OF THE ERIE CITY EASTERN BOUNDARY.  AT THE SOUTHEAST CORNER OF
 ND0179'EASTLAKE ROAD AND FRANKLIN ROAD.  THE STACK IS A LONE STACK
 ND0179'ON THE NORTH SIDE OF A FOUR STORY BRICK BUILDING.
 ND0179'
 ND0179'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 ND0179'AT ERIE. PA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0187 ***********************************************************************
 ND0187  DESIGNATION -  ERIE HAMMERMILL E CRIB LT
 ND0187  PID         -  ND0187
 ND0187  STATE/COUNTY-  PA/ERIE
 ND0187  USGS QUAD   -  ERIE NORTH (1996)
 ND0187
 ND0187                         *CURRENT SURVEY CONTROL
 ND0187  ___________________________________________________________________
 ND0187* NAD 83(1992)-  42 09 05.65465(N)    080 03 30.10246(W)     ADJUSTED  
 ND0187* NAVD 88     -                                                        
 ND0187  ___________________________________________________________________
 ND0187  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 ND0187  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 ND0187
 ND0187  HORZ ORDER  -  THIRD
 ND0187
 ND0187.The horizontal coordinates were established by classical geodetic methods
 ND0187.and adjusted by the National Geodetic Survey in June 2002..
 ND0187.No horizontal observational check was made to the station.
 ND0187
 ND0187
 ND0187.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0187
 ND0187.The geoid height was determined by GEOID03.
 ND0187
 ND0187;                    North         East     Units Scale Factor Converg.
 ND0187;SPC PA N     -   222,983.671   409,220.153   MT  1.00003894   -1 31 37.5
 ND0187;SPC PA N     -   731,572.26  1,342,583.12   sFT  1.00003894   -1 31 37.5
 ND0187;UTM  17      - 4,667,034.226   577,799.252   MT  0.99967447   +0 37 55.1
 ND0187
 ND0187                          SUPERSEDED SURVEY CONTROL
 ND0187
 ND0187  NAD 83(1996)-  42 09 05.65639(N)    080 03 30.10255(W) AD(       ) 4
 ND0187  NAD 83(1995)-  42 09 05.65616(N)    080 03 30.10029(W) AD(       ) 4
 ND0187  NAD 83(1986)-  42 09 05.65698(N)    080 03 30.09873(W) AD(       ) 4
 ND0187  NAD 27      -  42 09 05.42361(N)    080 03 30.84675(W) AD(       ) 3
 ND0187
 ND0187.Superseded values are not recommended for survey control.
 ND0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0187.See file dsdata.txt to determine how the superseded data were derived.
 ND0187
 ND0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7779967034(NAD 83)
 ND0187_MARKER: 14 = NAVIGATION LIGHT
 ND0187
 ND0187  HISTORY     - Date     Condition        Report By
 ND0187  HISTORY     - 1975     FIRST OBSERVED   USLS
 ND0187
 ND0187                          STATION DESCRIPTION
 ND0187
 ND0187'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 ND0187'THE STATION IS LOCATED APPROXIMATELY 12 METERS SOUTH OF THE
 ND0187'SOUTH PIER AT THE ENTRANCE TO ERIE HARBOR.  THE MARK IS A FIXED
 ND0187'WHITE LIGHT LOCATED ON THE MOST EASTERLY OF TWO 3 METER SQUARE
 ND0187'CONCRETE INTAKE CRIBS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0181 ***********************************************************************
 ND0181  DESIGNATION -  ERIE HAMMERMILL PAPER CO TOWER
 ND0181  PID         -  ND0181
 ND0181  STATE/COUNTY-  PA/ERIE
 ND0181  USGS QUAD   -  ERIE NORTH (1996)
 ND0181
 ND0181                         *CURRENT SURVEY CONTROL
 ND0181  ___________________________________________________________________
 ND0181* NAD 83(1992)-  42 08 45.39707(N)    080 03 14.24184(W)     ADJUSTED  
 ND0181* NAVD 88     -                                                        
 ND0181  ___________________________________________________________________
 ND0181  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 ND0181  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 ND0181
 ND0181  HORZ ORDER  -  THIRD
 ND0181
 ND0181.The horizontal coordinates were established by classical geodetic methods
 ND0181.and adjusted by the National Geodetic Survey in June 2002..
 ND0181.No horizontal observational check was made to the station.
 ND0181
 ND0181
 ND0181.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0181
 ND0181.The geoid height was determined by GEOID03.
 ND0181
 ND0181;                    North         East     Units Scale Factor Converg.
 ND0181;SPC PA N     -   222,349.135   409,567.563   MT  1.00003769   -1 31 27.0
 ND0181;SPC PA N     -   729,490.45  1,343,722.91   sFT  1.00003769   -1 31 27.0
 ND0181;UTM  17      - 4,666,413.454   578,170.185   MT  0.99967519   +0 38 05.5
 ND0181
 ND0181                          SUPERSEDED SURVEY CONTROL
 ND0181
 ND0181  NAD 83(1996)-  42 08 45.39879(N)    080 03 14.24197(W) AD(       ) 4
 ND0181  NAD 83(1995)-  42 08 45.39855(N)    080 03 14.23964(W) AD(       ) 4
 ND0181  NAD 83(1986)-  42 08 45.39955(N)    080 03 14.24023(W) AD(       ) 4
 ND0181  NAD 27      -  42 08 45.16623(N)    080 03 14.98708(W) AD(       ) 3
 ND0181
 ND0181.Superseded values are not recommended for survey control.
 ND0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0181.See file dsdata.txt to determine how the superseded data were derived.
 ND0181
 ND0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7817066413(NAD 83)
 ND0181_MARKER: 55 = TOWER
 ND0181
 ND0181  HISTORY     - Date     Condition        Report By
 ND0181  HISTORY     - 1975     FIRST OBSERVED   USLS
 ND0181
 ND0181                          STATION DESCRIPTION
 ND0181
 ND0181'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 ND0181'THE STATION IS A FIXED WHITE LIGHT AT THE H.V.P. OF THE
 ND0181'HAMMERMILL PAPER COMPANY TOWER, LOCATED ABOUT 1.1 MILES EAST
 ND0181'OF THE DOWNTOWN SECTION ON ERIE NEAR THE LAKE ERIE SHORELINE.  THE
 ND0181'TOWER IS A DIGESTING TOWER CONSTRUCTED OF STEEL PLATE AND IS GRAY
 ND0181'IN COLOR WITH A BLUE RECTANGULAR SHAPED TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0182 ***********************************************************************
 ND0182  DESIGNATION -  ERIE HAMMERMILL PAPER CO E STK
 ND0182  PID         -  ND0182
 ND0182  STATE/COUNTY-  PA/ERIE
 ND0182  USGS QUAD   -  ERIE NORTH (1996)
 ND0182
 ND0182                         *CURRENT SURVEY CONTROL
 ND0182  ___________________________________________________________________
 ND0182* NAD 83(1992)-  42 08 41.19284(N)    080 03 14.35891(W)     ADJUSTED  
 ND0182* NAVD 88     -                                                        
 ND0182  ___________________________________________________________________
 ND0182  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 ND0182  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 ND0182
 ND0182  HORZ ORDER  -  THIRD
 ND0182
 ND0182.The horizontal coordinates were established by classical geodetic methods
 ND0182.and adjusted by the National Geodetic Survey in June 2002..
 ND0182
 ND0182
 ND0182.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0182
 ND0182.The geoid height was determined by GEOID03.
 ND0182
 ND0182;                    North         East     Units Scale Factor Converg.
 ND0182;SPC PA N     -   222,219.528   409,561.425   MT  1.00003743   -1 31 27.0
 ND0182;SPC PA N     -   729,065.23  1,343,702.78   sFT  1.00003743   -1 31 27.0
 ND0182;UTM  17      - 4,666,283.756   578,168.935   MT  0.99967518   +0 38 05.3
 ND0182
 ND0182                          SUPERSEDED SURVEY CONTROL
 ND0182
 ND0182  NAD 83(1996)-  42 08 41.19457(N)    080 03 14.35905(W) AD(       ) 4
 ND0182  NAD 83(1995)-  42 08 41.19432(N)    080 03 14.35673(W) AD(       ) 4
 ND0182  NAD 83(1986)-  42 08 41.19533(N)    080 03 14.35736(W) AD(       ) 4
 ND0182  NAD 27      -  42 08 40.96212(N)    080 03 15.10596(W) AD(       ) 3
 ND0182
 ND0182.Superseded values are not recommended for survey control.
 ND0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0182.See file dsdata.txt to determine how the superseded data were derived.
 ND0182
 ND0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7816966284(NAD 83)
 ND0182_MARKER: 63 = STACK
 ND0182
 ND0182  HISTORY     - Date     Condition        Report By
 ND0182  HISTORY     - 1975     FIRST OBSERVED   USLS
 ND0182
 ND0182                          STATION DESCRIPTION
 ND0182
 ND0182'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 ND0182'THE STATION IS THE EASTERLY OF FOUR STACKS LOCATED AT THE ERIE
 ND0182'HAMMERMILL PAPER COMPANY, SITUATED ABOUT 1.1 MILES EAST OF THE
 ND0182'CENTER SECTION OF ERIE.  THE STACK IS OF RED BRICK CONSTRUCTION
 ND0182'WITH FOUR FLASHING FIXED RED LIGHTS ATTACHED TO A CATWALK
 ND0182'APPROXIMATELY 20 FEET FROM THE TOP.  THE POINT OF
 ND0182'INTERSECTION WAS THE CENTER OF THE STACK AT ITS H.V.P.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0184 ***********************************************************************
 ND0184  DESIGNATION -  ERIE HAMMERMILL PAPER NE STK
 ND0184  PID         -  ND0184
 ND0184  STATE/COUNTY-  PA/ERIE
 ND0184  USGS QUAD   -  ERIE NORTH (1996)
 ND0184
 ND0184                         *CURRENT SURVEY CONTROL
 ND0184  ___________________________________________________________________
 ND0184* NAD 83(1992)-  42 08 45.37565(N)    080 03 28.80470(W)     ADJUSTED  
 ND0184* NAVD 88     -                                                        
 ND0184  ___________________________________________________________________
 ND0184  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 ND0184  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 ND0184
 ND0184  HORZ ORDER  -  THIRD
 ND0184
 ND0184.The horizontal coordinates were established by classical geodetic methods
 ND0184.and adjusted by the National Geodetic Survey in June 2002..
 ND0184
 ND0184
 ND0184.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0184
 ND0184.The geoid height was determined by GEOID03.
 ND0184
 ND0184;                    North         East     Units Scale Factor Converg.
 ND0184;SPC PA N     -   222,357.377   409,233.267   MT  1.00003768   -1 31 36.6
 ND0184;SPC PA N     -   729,517.49  1,342,626.14   sFT  1.00003768   -1 31 36.6
 ND0184;UTM  17      - 4,666,409.098   577,835.938   MT  0.99967454   +0 37 55.7
 ND0184
 ND0184                          SUPERSEDED SURVEY CONTROL
 ND0184
 ND0184  NAD 83(1996)-  42 08 45.37739(N)    080 03 28.80483(W) AD(       ) 4
 ND0184  NAD 83(1995)-  42 08 45.37714(N)    080 03 28.80250(W) AD(       ) 4
 ND0184  NAD 83(1986)-  42 08 45.37817(N)    080 03 28.80345(W) AD(       ) 4
 ND0184  NAD 27      -  42 08 45.14444(N)    080 03 29.54872(W) AD(       ) 3
 ND0184
 ND0184.Superseded values are not recommended for survey control.
 ND0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0184.See file dsdata.txt to determine how the superseded data were derived.
 ND0184
 ND0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7783666409(NAD 83)
 ND0184_MARKER: 63 = STACK
 ND0184
 ND0184  HISTORY     - Date     Condition        Report By
 ND0184  HISTORY     - 1975     FIRST OBSERVED   USLS
 ND0184
 ND0184                          STATION DESCRIPTION
 ND0184
 ND0184'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 ND0184'THE OBJECT IS THE NORTHEASTERLY TWIN OF TWO STACKS (LABELED
 ND0184'HAMMERMILL) AND LOCATED ON THE PROPERTY OF HAMMERMILL PAPER
 ND0184'COMPANY.  ALONG THE SOUTH SHORE OF LAKE ERIE.
 ND0184'
 ND0184'THE OBJECT IS CONSTRUCTED OF ORANGE BRICK AND IS SET ATOP
 ND0184'A LARGE RED BRICK BUILDING.
 ND0184'
 ND0184'THE POINT OF INTERSECTION WAS THE CENTER OF THE STACK AT ITS
 ND0184'HIGHEST VERTICAL POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0185 ***********************************************************************
 ND0185  DESIGNATION -  ERIE HAMMERMILL PAPER CO S STK
 ND0185  PID         -  ND0185
 ND0185  STATE/COUNTY-  PA/ERIE
 ND0185  USGS QUAD   -  ERIE NORTH (1996)
 ND0185
 ND0185                         *CURRENT SURVEY CONTROL
 ND0185  ___________________________________________________________________
 ND0185* NAD 83(1992)-  42 08 43.84774(N)    080 03 29.66480(W)     ADJUSTED  
 ND0185* NAVD 88     -                                                        
 ND0185  ___________________________________________________________________
 ND0185  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 ND0185  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 ND0185
 ND0185  HORZ ORDER  -  THIRD
 ND0185
 ND0185.The horizontal coordinates were established by classical geodetic methods
 ND0185.and adjusted by the National Geodetic Survey in June 2002..
 ND0185
 ND0185
 ND0185.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0185
 ND0185.The geoid height was determined by GEOID03.
 ND0185
 ND0185;                    North         East     Units Scale Factor Converg.
 ND0185;SPC PA N     -   222,310.775   409,212.268   MT  1.00003759   -1 31 37.2
 ND0185;SPC PA N     -   729,364.60  1,342,557.25   sFT  1.00003759   -1 31 37.2
 ND0185;UTM  17      - 4,666,361.756   577,816.716   MT  0.99967451   +0 37 55.1
 ND0185
 ND0185                          SUPERSEDED SURVEY CONTROL
 ND0185
 ND0185  NAD 83(1996)-  42 08 43.84947(N)    080 03 29.66493(W) AD(       ) 4
 ND0185  NAD 83(1995)-  42 08 43.84924(N)    080 03 29.66264(W) AD(       ) 4
 ND0185  NAD 83(1986)-  42 08 43.85020(N)    080 03 29.66313(W) AD(       ) 4
 ND0185  NAD 27      -  42 08 43.61658(N)    080 03 30.40894(W) AD(       ) 3
 ND0185
 ND0185.Superseded values are not recommended for survey control.
 ND0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0185.See file dsdata.txt to determine how the superseded data were derived.
 ND0185
 ND0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7781766362(NAD 83)
 ND0185_MARKER: 63 = STACK
 ND0185
 ND0185  HISTORY     - Date     Condition        Report By
 ND0185  HISTORY     - 1975     FIRST OBSERVED   USLS
 ND0185
 ND0185                          STATION DESCRIPTION
 ND0185
 ND0185'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 ND0185'THE OBJECT IS THE SOUTHERLY OF THREE STACKS, THE NORTHERLY TWO
 ND0185'STACKS BEING TWINS WITH HAMMERMILL STAMPED ON THEIR SOUTH
 ND0185'FACES.  IT IS LOCATED ON THE PROPERTY OF HAMMERMILL PAPER
 ND0185'COMPANY ALONG THE SOUTH SHORE OF LAKE ERIE, NEAR THE EASTERN CITY
 ND0185'LIMITS OF ERIE.  THE STACK IS CONSTRUCTED OF ORANGE BRICK AND SET
 ND0185'ATOP A LARGE RED BRICK BUILDING.
 ND0185'
 ND0185'THE POINT OF INTERSECTION WAS THE CENTER OF THE STACK AT ITS
 ND0185'HIGHEST VERTICAL POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0186 ***********************************************************************
 ND0186  DESIGNATION -  ERIE HAMMERMILL PAPER SW STK
 ND0186  PID         -  ND0186
 ND0186  STATE/COUNTY-  PA/ERIE
 ND0186  USGS QUAD   -  ERIE NORTH (1996)
 ND0186
 ND0186                         *CURRENT SURVEY CONTROL
 ND0186  ___________________________________________________________________
 ND0186* NAD 83(1992)-  42 08 44.99011(N)    080 03 29.88187(W)     ADJUSTED  
 ND0186* NAVD 88     -                                                        
 ND0186  ___________________________________________________________________
 ND0186  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 ND0186  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 ND0186
 ND0186  HORZ ORDER  -  THIRD
 ND0186
 ND0186.The horizontal coordinates were established by classical geodetic methods
 ND0186.and adjusted by the National Geodetic Survey in June 2002..
 ND0186
 ND0186
 ND0186.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0186
 ND0186.The geoid height was determined by GEOID03.
 ND0186
 ND0186;                    North         East     Units Scale Factor Converg.
 ND0186;SPC PA N     -   222,346.144   409,208.225   MT  1.00003766   -1 31 37.3
 ND0186;SPC PA N     -   729,480.64  1,342,543.98   sFT  1.00003766   -1 31 37.3
 ND0186;UTM  17      - 4,666,396.934   577,811.345   MT  0.99967450   +0 37 55.0
 ND0186
 ND0186                          SUPERSEDED SURVEY CONTROL
 ND0186
 ND0186  NAD 83(1996)-  42 08 44.99185(N)    080 03 29.88200(W) AD(       ) 4
 ND0186  NAD 83(1995)-  42 08 44.99160(N)    080 03 29.87963(W) AD(       ) 4
 ND0186  NAD 83(1986)-  42 08 44.99249(N)    080 03 29.87950(W) AD(       ) 4
 ND0186  NAD 27      -  42 08 44.75943(N)    080 03 30.62587(W) AD(       ) 3
 ND0186
 ND0186.Superseded values are not recommended for survey control.
 ND0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0186.See file dsdata.txt to determine how the superseded data were derived.
 ND0186
 ND0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7781166397(NAD 83)
 ND0186_MARKER: 63 = STACK
 ND0186
 ND0186  HISTORY     - Date     Condition        Report By
 ND0186  HISTORY     - 1975     FIRST OBSERVED   USLS
 ND0186
 ND0186                          STATION DESCRIPTION
 ND0186
 ND0186'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 ND0186'THE OBJECT IS THE SOUTHWESTERLY TWIN OF TWO STACKS (LABELED
 ND0186'HAMMERMILL) AND LOCATED ON THE PROPERTY OF HAMMERMILL PAPER
 ND0186'COMPANY, SOUTH SHORE OF LAKE ERIE NEAR THE EASTERN CITY LIMITS
 ND0186'OF ERIE.
 ND0186'
 ND0186'THE OBJECT IS CONSTRUCTED OF ORANGE BRICK AND IS SET ATOP A
 ND0186'LARGE RED BRICK BUILDING.
 ND0186'
 ND0186'THE POINT OF INTERSECTION WAS THE CENTER OF THE STACK AT ITS
 ND0186'HIGHEST VERTICAL POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0192 ***********************************************************************
 ND0192  DESIGNATION -  ERIE HARBOR ENTR F RNG LT
 ND0192  PID         -  ND0192
 ND0192  STATE/COUNTY-  PA/ERIE
 ND0192  USGS QUAD   -  ERIE NORTH (1996)
 ND0192
 ND0192                         *CURRENT SURVEY CONTROL
 ND0192  ___________________________________________________________________
 ND0192* NAD 83(1992)-  42 09 08.07370(N)    080 04 36.89661(W)     ADJUSTED  
 ND0192* NAVD 88     -                                                        
 ND0192  ___________________________________________________________________
 ND0192  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 ND0192  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 ND0192
 ND0192  HORZ ORDER  -  THIRD
 ND0192
 ND0192.The horizontal coordinates were established by classical geodetic methods
 ND0192.and adjusted by the National Geodetic Survey in June 2002..
 ND0192.No horizontal observational check was made to the station.
 ND0192
 ND0192
 ND0192.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0192
 ND0192.The geoid height was determined by GEOID03.
 ND0192
 ND0192;                    North         East     Units Scale Factor Converg.
 ND0192;SPC PA N     -   223,099.319   407,689.094   MT  1.00003909   -1 32 21.6
 ND0192;SPC PA N     -   731,951.68  1,337,559.97   sFT  1.00003909   -1 32 21.6
 ND0192;UTM  17      - 4,667,092.093   576,265.484   MT  0.99967157   +0 37 10.3
 ND0192
 ND0192                          SUPERSEDED SURVEY CONTROL
 ND0192
 ND0192  NAD 83(1996)-  42 09 08.07551(N)    080 04 36.89670(W) AD(       ) 4
 ND0192  NAD 83(1995)-  42 09 08.07527(N)    080 04 36.89442(W) AD(       ) 4
 ND0192  NAD 83(1986)-  42 09 08.07612(N)    080 04 36.89447(W) AD(       ) 4
 ND0192  NAD 27      -  42 09 07.84216(N)    080 04 37.63869(W) AD(       ) 3
 ND0192
 ND0192.Superseded values are not recommended for survey control.
 ND0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0192.See file dsdata.txt to determine how the superseded data were derived.
 ND0192
 ND0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7626567092(NAD 83)
 ND0192_MARKER: 15 = RANGE MARKER
 ND0192
 ND0192  HISTORY     - Date     Condition        Report By
 ND0192  HISTORY     - 1975     FIRST OBSERVED   USLS
 ND0192
 ND0192                          STATION DESCRIPTION
 ND0192
 ND0192'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 ND0192'THE FRONT RANGE FOR THE ERIE HARBOR ENTRANCE CHANNEL OUTER
 ND0192'APPROACH, LOCATED ON THE SOUTH SIDE OF THE CHANNEL.  THE RANGE
 ND0192'CONSISTS OF A FIXED GREEN LIGHT ON A STEEL SKELETON LIGHT
 ND0192'TOWER.  ECCENTRIC TO THE CENTERLINE OF THE TOWER WHICH WAS THE
 ND0192'POINT OF INTERSECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0195 ***********************************************************************
 ND0195  DESIGNATION -  ERIE HARBOR ENTR R RNG LT
 ND0195  PID         -  ND0195
 ND0195  STATE/COUNTY-  PA/ERIE
 ND0195  USGS QUAD   -  ERIE NORTH (1996)
 ND0195
 ND0195                         *CURRENT SURVEY CONTROL
 ND0195  ___________________________________________________________________
 ND0195* NAD 83(1992)-  42 09 03.85193(N)    080 04 45.09988(W)     ADJUSTED  
 ND0195* NAVD 88     -                                                        
 ND0195  ___________________________________________________________________
 ND0195  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 ND0195  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 ND0195
 ND0195  HORZ ORDER  -  THIRD
 ND0195
 ND0195.The horizontal coordinates were established by classical geodetic methods
 ND0195.and adjusted by the National Geodetic Survey in June 2002..
 ND0195.No horizontal observational check was made to the station.
 ND0195
 ND0195
 ND0195.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0195
 ND0195.The geoid height was determined by GEOID03.
 ND0195
 ND0195;                    North         East     Units Scale Factor Converg.
 ND0195;SPC PA N     -   222,974.163   407,497.312   MT  1.00003883   -1 32 27.1
 ND0195;SPC PA N     -   731,541.07  1,336,930.76   sFT  1.00003883   -1 32 27.1
 ND0195;UTM  17      - 4,666,959.850   576,078.621   MT  0.99967122   +0 37 04.7
 ND0195
 ND0195                          SUPERSEDED SURVEY CONTROL
 ND0195
 ND0195  NAD 83(1996)-  42 09 03.85374(N)    080 04 45.09998(W) AD(       ) 4
 ND0195  NAD 83(1995)-  42 09 03.85351(N)    080 04 45.09770(W) AD(       ) 4
 ND0195  NAD 83(1986)-  42 09 03.85425(N)    080 04 45.09795(W) AD(       ) 4
 ND0195  NAD 27      -  42 09 03.62028(N)    080 04 45.84163(W) AD(       ) 3
 ND0195
 ND0195.Superseded values are not recommended for survey control.
 ND0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0195.See file dsdata.txt to determine how the superseded data were derived.
 ND0195
 ND0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7607966960(NAD 83)
 ND0195_MARKER: 15 = RANGE MARKER
 ND0195
 ND0195  HISTORY     - Date     Condition        Report By
 ND0195  HISTORY     - 1975     FIRST OBSERVED   USLS
 ND0195
 ND0195                          STATION DESCRIPTION
 ND0195
 ND0195'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 ND0195'THE REAR RANGE FOR THE ERIE HARBOR ENTRANCE CHANNEL OUTER
 ND0195'APPROACH, LOCATED ON THE SOUTHERN SIDE OF THE CHANNEL.  THE
 ND0195'LIGHT CONSISTS OF A FIXED GREEN LIGHT ON A STEEL SKELETON LIGHT
 ND0195'TOWER.  AND ECCENTRIC TO THE CENTERLINE OF THE STEEL SKELETON
 ND0195'STRUCTURE, CENTERLINE WHICH WAS THE POINT OF INTERSECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0209 ***********************************************************************
 ND0209  DESIGNATION -  ERIE HARBOR LSC 1975
 ND0209  PID         -  ND0209
 ND0209  STATE/COUNTY-  PA/ERIE
 ND0209  USGS QUAD   -  ERIE NORTH (1996)
 ND0209
 ND0209                         *CURRENT SURVEY CONTROL
 ND0209  ___________________________________________________________________
 ND0209* NAD 83(1992)-  42 09 06.47814(N)    080 04 52.38551(W)     ADJUSTED  
 ND0209* NAVD 88     -       189.     (meters)     620.     (feet)  VERTCON   
 ND0209  ___________________________________________________________________
 ND0209  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 ND0209  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 ND0209
 ND0209  HORZ ORDER  -  SECOND
 ND0209
 ND0209.The horizontal coordinates were established by classical geodetic methods
 ND0209.and adjusted by the National Geodetic Survey in June 2002..
 ND0209
 ND0209.The NAVD 88 height was computed by applying the VERTCON shift value to
 ND0209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ND0209
 ND0209.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0209
 ND0209.The geoid height was determined by GEOID03.
 ND0209
 ND0209;                    North         East     Units Scale Factor Converg.
 ND0209;SPC PA N     -   223,059.667   407,332.271   MT  1.00003899   -1 32 31.9
 ND0209;SPC PA N     -   731,821.59  1,336,389.29   sFT  1.00003899   -1 32 31.9
 ND0209;UTM  17      - 4,667,039.047   575,910.539   MT  0.99967090   +0 36 59.8
 ND0209
 ND0209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ND0209!SPC PA N     -   0.99997587  x   1.00003899  =   1.00001485
 ND0209!UTM  17      -   0.99997587  x   0.99967090  =   0.99964677
 ND0209
 ND0209|---------------------------------------------------------------------|
 ND0209| PID    Reference Object                     Distance      Geod. Az  |
 ND0209|                                                           dddmmss.s |
 ND0209| ND0208 ERIE HBR INNER RNG F LT               0.389 METERS 02036     |
 ND0209| ND0194 ERIE HBR INNER RNG R LT             263.972 METERS 05418     |
 ND0209| ND0192 ERIE HARBOR ENTR F RNG LT           359.005 METERS 08207     |
 ND0209| ND0179 ERIE GENERAL ELECTRIC CO STACK      APPROX. 4.5 KM 0962802.5 |
 ND0209| ND0184 ERIE HAMMERMILL PAPER NE STK        APPROX. 2.0 KM 1084400.9 |
 ND0209| ND0182 ERIE HAMMERMILL PAPER CO E STK      APPROX. 2.4 KM 1090630.4 |
 ND0209| ND0186 ERIE HAMMERMILL PAPER SW STK        APPROX. 2.0 KM 1091655.7 |
 ND0209| ND0185 ERIE HAMMERMILL PAPER CO S STK      APPROX. 2.0 KM 1101038.8 |
 ND0209| ND0195 ERIE HARBOR ENTR R RNG LT           185.867 METERS 11551     |
 ND0209| ND0188 ERIE INTERLAKE STEEL CO STACK       APPROX. 1.3 KM 1334324.4 |
 ND0209| ND0222 ERIE RADIO STATION WLEU MAST        APPROX. 3.1 KM 1793928.4 |
 ND0209| ND0221 ERIE CATH PREP SCHOOL SPIRE         APPROX. 3.1 KM 1883422.7 |
 ND0209| ND0236 PRESQUE I ISTH                      APPROX. 6.4 KM 2403125.4 |
 ND0209|---------------------------------------------------------------------|
 ND0209
 ND0209                          SUPERSEDED SURVEY CONTROL
 ND0209
 ND0209  NAD 83(1996)-  42 09 06.47996(N)    080 04 52.38561(W) AD(       ) 2
 ND0209  NAD 83(1995)-  42 09 06.47973(N)    080 04 52.38332(W) AD(       ) 2
 ND0209  NAD 83(1986)-  42 09 06.48053(N)    080 04 52.38374(W) AD(       ) 2
 ND0209  NAD 27      -  42 09 06.24646(N)    080 04 53.12705(W) AD(       ) 2
 ND0209  NGVD 29 (07/19/86)  189.     (m)          620.     (f) VERT ANG       
 ND0209
 ND0209.Superseded values are not recommended for survey control.
 ND0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0209.See file dsdata.txt to determine how the superseded data were derived.
 ND0209
 ND0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7591167039(NAD 83)
 ND0209_MARKER: DD = SURVEY DISK
 ND0209_SETTING: 0 = UNSPECIFIED SETTING
 ND0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ND0209
 ND0209  HISTORY     - Date     Condition        Report By
 ND0209  HISTORY     - 1975     MONUMENTED       USLS
 ND0209  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 ND0209
 ND0209                          STATION DESCRIPTION
 ND0209
 ND0209'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 ND0209'STATION IS LOCATED ABOUT 1.5 MILES NORTH OF THE DOWNTOWN SECTION
 ND0209'OF ERIE, ON THE SOUTHEASTERN EXTREMITY OF PRESQUE ISLE, ON THE
 ND0209'NORTH SIDE OF THE ENTRANCE CHANNEL LEADING TO ERIE HARBOR.  JUST
 ND0209'SOUTHWEST OF THE U.S. COAST GUARD STATION AND ATOP THE ERIE
 ND0209'HARBOR INNER FRONT RANGE LIGHT STRUCTURE WHICH IS SITUATED ON
 ND0209'THE WESTERNMOST END OF THE NORTH-SEAWALL DEFINING THE HARBOR
 ND0209'LINE AND ENTRANCE TO THE INNER HARBOR.
 ND0209'
 ND0209'TO REACH THE STATION FROM PERRY SQUARE AT ERIE, PROCEED
 ND0209'WESTERLY ALONG PA RTE 5 ALT FOR ABOUT 4 MILES TO PA RTE 832
 ND0209'(PENINSULA DRIVE).  TURN RIGHT ON PENINSULA DRIVE AND CONTINUE
 ND0209'NORTHERLY FOR 0.9 MILES TO THE MAIN ENTRANCE TO PRESQUE STATE
 ND0209'PARK.  CONTINUE NORTHERLY AND EASTERLY ALONG PENINSULA DRIVE,
 ND0209'TRAVERSING THE SOUTHERN PERIMETER OF PRESQUE ISLE, FOR 7.9 MILES
 ND0209'TO THE U.S. COAST GUARD STATION DESCRIBED ABOVE.  CONTINUE ON
 ND0209'FOOT FROM THE STATIONS PARKING LOT.  WESTERLY ALONG THE
 ND0209'CONCRETE SEAWALL TO THE STEEL SKELETON LIGHT/RANGE STRUCTURE AT
 ND0209'THE OUTER END OF THE WALL.  AN ADEQUATE HAND-OVER-HAND LADDER
 ND0209'PROVIDES ACCESS TO A TRAP DOOR ON THE UPPER PLATFORM BELOW
 ND0209'THE LIGHT ITSELF.  AND THE STATION SET FLUSH ON SAME
 ND0209'PLATFORM (STEEL) SOUTHWEST OF THE RANGE LIGHT.
 ND0209'
 ND0209'STATION MARK IS A STANDARD NGS BRONZE DISK EPOXIED TO THE
 ND0209'STEEL PLATFORM ABOUT 4 FEET BELOW THE LIGHT PLATE FOOTING, AND
 ND0209'IS STAMPED ERIE HARBOR LSC 1975.
 ND0209'NO REFERENCE MARKS WERE SET.
 ND0209'
 ND0209'PERMISSION TO ESTABLISH THE STATION WAS OBTAINED FROM THE
 ND0209'U.S. COAST GUARD 9TH DIST., CLEVELAND, OH.  TO OCCUPY THE STATION,
 ND0209'AN INSTRUMENT STAND WILL HAVE TO BE FABRICATED AND AFFIXED TO
 ND0209'THE EDGE OF THE RANGE LIGHT PLATE.  SUCH THAT THE TRIBRACH
 ND0209'EXTENDS OUTWARD OVER THE MARK.  THE STEEL STRUCTURE IS
 ND0209'SUFFICIENTLY STABLE FOR OBSERVATIONS.  THE STATION AFFORDS
 ND0209'EXCELLENT VISIBILITY TO ALL POINTS IN AND AROUND ERIE HARBOR.
 ND0209'
 ND0209'REFERENCE MARK 1 IS SET PLUMB BELOW THE STATION MARK AT THE
 ND0209'FOUNDATION OF THE LIGHT.
 ND0209'
 ND0209'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 ND0209
 ND0209                          STATION RECOVERY (1996)
 ND0209
 ND0209'RECOVERY NOTE BY US POWER SQUADRON 1996
 ND0209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0207 ***********************************************************************
 ND0207  DESIGNATION -  ERIE HARBOR PIERHEAD LIGHT
 ND0207  PID         -  ND0207
 ND0207  STATE/COUNTY-  PA/ERIE
 ND0207  USGS QUAD   -  ERIE NORTH (1996)
 ND0207
 ND0207                         *CURRENT SURVEY CONTROL
 ND0207  ___________________________________________________________________
 ND0207* NAD 83(1992)-  42 09 22.15415(N)    080 04 15.71515(W)     ADJUSTED  
 ND0207* NAVD 88     -                                                        
 ND0207  ___________________________________________________________________
 ND0207  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 ND0207  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 ND0207
 ND0207  HORZ ORDER  -  THIRD
 ND0207
 ND0207.The horizontal coordinates were established by classical geodetic methods
 ND0207.and adjusted by the National Geodetic Survey in June 2002..
 ND0207.No horizontal observational check was made to the station.
 ND0207
 ND0207
 ND0207.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0207
 ND0207.The geoid height was determined by GEOID03.
 ND0207
 ND0207;                    North         East     Units Scale Factor Converg.
 ND0207;SPC PA N     -   223,520.578   408,186.888   MT  1.00003997   -1 32 07.6
 ND0207;SPC PA N     -   733,333.76  1,339,193.15   sFT  1.00003997   -1 32 07.6
 ND0207;UTM  17      - 4,667,531.644   576,746.879   MT  0.99967247   +0 37 24.6
 ND0207
 ND0207                          SUPERSEDED SURVEY CONTROL
 ND0207
 ND0207  NAD 83(1996)-  42 09 22.15593(N)    080 04 15.71522(W) AD(       ) 4
 ND0207  NAD 83(1995)-  42 09 22.15564(N)    080 04 15.71289(W) AD(       ) 4
 ND0207  NAD 83(1986)-  42 09 22.15726(N)    080 04 15.71443(W) AD(       ) 4
 ND0207  NAD 27      -  42 09 21.92273(N)    080 04 16.45815(W) AD(       ) 3
 ND0207
 ND0207.Superseded values are not recommended for survey control.
 ND0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0207.See file dsdata.txt to determine how the superseded data were derived.
 ND0207
 ND0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7674767532(NAD 83)
 ND0207_MARKER: 14 = NAVIGATION LIGHT
 ND0207
 ND0207  HISTORY     - Date     Condition        Report By
 ND0207  HISTORY     - 1975     FIRST OBSERVED   USLS
 ND0207  HISTORY     - 19960710 GOOD             USPSQD
 ND0207
 ND0207                          STATION DESCRIPTION
 ND0207
 ND0207'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 ND0207'THE STATION IS LOCATED ON THE NORTHERN SEAWALL DEFINING THE
 ND0207'ENTRANCE TO ERIE HARBOR.  THE MARK IS AN OCCULTING LIGHT ATOP
 ND0207'AN UNMANNED LIGHTHOUSE PAINTED WHITE AND BLACK AT THE EASTERN
 ND0207'END OF THE BREAKWATER.
 ND0207
 ND0207                          STATION RECOVERY (1996)
 ND0207
 ND0207'RECOVERY NOTE BY US POWER SQUADRON 1996
 ND0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0166 ***********************************************************************
 ND0166  DESIGNATION -  ERIE HARBOR RM 1
 ND0166  PID         -  ND0166
 ND0166  STATE/COUNTY-  PA/ERIE
 ND0166  USGS QUAD   -  ERIE NORTH (1996)
 ND0166
 ND0166                         *CURRENT SURVEY CONTROL
 ND0166  ___________________________________________________________________
 ND0166* NAD 83(1986)-  42 09 07.     (N)    080 04 52.     (W)     SCALED    
 ND0166* NAVD 88     -       175.535  (meters)     575.90   (feet)  ADJUSTED  
 ND0166  ___________________________________________________________________
 ND0166  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 ND0166  DYNAMIC HT  -         175.473 (meters)     575.70  (feet)  COMP
 ND0166  MODELED GRAV-     980,268.4   (mgal)                       NAVD 88
 ND0166
 ND0166  VERT ORDER  -  FIRST     CLASS II
 ND0166
 ND0166.The horizontal coordinates were scaled from a topographic map and have
 ND0166.an estimated accuracy of +/- 6 seconds.
 ND0166
 ND0166.The orthometric height was determined by differential leveling
 ND0166.and adjusted by the National Geodetic Survey in June 1991..
 ND0166
 ND0166.The geoid height was determined by GEOID03.
 ND0166
 ND0166.The dynamic height is computed by dividing the NAVD 88
 ND0166.geopotential number by the normal gravity value computed on the
 ND0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0166.degrees latitude (g = 980.6199 gals.).
 ND0166
 ND0166.The modeled gravity was interpolated from observed gravity values.
 ND0166
 ND0166;                    North         East    Units  Estimated Accuracy
 ND0166;SPC PA N     -   223,080.      407,340.      MT  (+/- 180 meters Scaled)
 ND0166
 ND0166                          SUPERSEDED SURVEY CONTROL
 ND0166
 ND0166  NGVD 29 (06/03/92)  175.713  (m)          576.49   (f) ADJUSTED    1 2
 ND0166
 ND0166.Superseded values are not recommended for survey control.
 ND0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0166.See file dsdata.txt to determine how the superseded data were derived.
 ND0166
 ND0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG759670(NAD 83)
 ND0166_MARKER: DD = SURVEY DISK
 ND0166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ND0166_SP_SET: CONCRETE PIER
 ND0166_STAMPING: ERIE HARBOR LSC NO 1 1975
 ND0166_MARK LOGO: NGS   
 ND0166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0166
 ND0166  HISTORY     - Date     Condition        Report By
 ND0166  HISTORY     - 1975     MONUMENTED       NOS
 ND0166  HISTORY     - 1983     GOOD             NGS
 ND0166  HISTORY     - 19960921 GOOD             USPSQD
 ND0166
 ND0166                          STATION DESCRIPTION
 ND0166
 ND0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 ND0166'IN PRESQUE ISLE.
 ND0166'IN PRESQUE ISLE, AT THE U.S. COAST GUARD STATION, IN TOP OF A CONCRETE
 ND0166'PIER, 2.13 METERS (7.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE PIER,
 ND0166'1.82 METERS (6.0 FT) NORTH OF THE SOUTH LEG OF A RANGE LIGHT TOWER,
 ND0166'0.3 METER (1.0 FT) NORTHEAST OF THE NORTHEAST METAL LEG OF A LADDER.
 ND0166'THE MARK IS ABOVE LEVEL WITH TOP OF PIER.
 ND0166
 ND0166                          STATION RECOVERY (1996)
 ND0166
 ND0166'RECOVERY NOTE BY US POWER SQUADRON 1996
 ND0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0194 ***********************************************************************
 ND0194  DESIGNATION -  ERIE HBR INNER RNG R LT
 ND0194  PID         -  ND0194
 ND0194  STATE/COUNTY-  PA/ERIE
 ND0194  USGS QUAD   -  ERIE NORTH (1996)
 ND0194
 ND0194                         *CURRENT SURVEY CONTROL
 ND0194  ___________________________________________________________________
 ND0194* NAD 83(1992)-  42 09 11.47087(N)    080 04 43.04886(W)     ADJUSTED  
 ND0194* NAVD 88     -                                                        
 ND0194  ___________________________________________________________________
 ND0194  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 ND0194  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 ND0194
 ND0194  HORZ ORDER  -  THIRD
 ND0194
 ND0194.The horizontal coordinates were established by classical geodetic methods
 ND0194.and adjusted by the National Geodetic Survey in June 2002..
 ND0194
 ND0194
 ND0194.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0194
 ND0194.The geoid height was determined by GEOID03.
 ND0194
 ND0194;                    North         East     Units Scale Factor Converg.
 ND0194;SPC PA N     -   223,207.899   407,550.707   MT  1.00003930   -1 32 25.7
 ND0194;SPC PA N     -   732,307.92  1,337,105.94   sFT  1.00003930   -1 32 25.7
 ND0194;UTM  17      - 4,667,195.346   576,123.158   MT  0.99967130   +0 37 06.2
 ND0194
 ND0194                          SUPERSEDED SURVEY CONTROL
 ND0194
 ND0194  NAD 83(1996)-  42 09 11.47267(N)    080 04 43.04894(W) AD(       ) 4
 ND0194  NAD 83(1995)-  42 09 11.47244(N)    080 04 43.04665(W) AD(       ) 4
 ND0194  NAD 83(1986)-  42 09 11.47337(N)    080 04 43.04715(W) AD(       ) 4
 ND0194  NAD 27      -  42 09 11.23925(N)    080 04 43.79058(W) AD(       ) 3
 ND0194
 ND0194.Superseded values are not recommended for survey control.
 ND0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0194.See file dsdata.txt to determine how the superseded data were derived.
 ND0194
 ND0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7612367195(NAD 83)
 ND0194_MARKER: 15 = RANGE MARKER
 ND0194
 ND0194  HISTORY     - Date     Condition        Report By
 ND0194  HISTORY     - 1975     FIRST OBSERVED   USLS
 ND0194  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 ND0194
 ND0194                          STATION DESCRIPTION
 ND0194
 ND0194'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 ND0194'THE REAR RANGE LIGHT FOR THE ERIE HARBOR ENTRANCE CHANNEL
 ND0194'INNER APPROACH, LOCATED ON THE NORTH SIDE OF THE CHANNEL.  THE
 ND0194'LIGHT CONSISTS OF A FIXED RED LIGHT ON A STEEL SKELETON
 ND0194'LIGHT TOWER.
 ND0194
 ND0194                          STATION RECOVERY (1996)
 ND0194
 ND0194'RECOVERY NOTE BY US POWER SQUADRON 1996
 ND0194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0208 ***********************************************************************
 ND0208  DESIGNATION -  ERIE HBR INNER RNG F LT
 ND0208  PID         -  ND0208
 ND0208  STATE/COUNTY-  PA/ERIE
 ND0208  USGS QUAD   -  ERIE NORTH (1996)
 ND0208
 ND0208                         *CURRENT SURVEY CONTROL
 ND0208  ___________________________________________________________________
 ND0208* NAD 83(1992)-  42 09 06.48994(N)    080 04 52.37955(W)     ADJUSTED  
 ND0208* NAVD 88     -                                                        
 ND0208  ___________________________________________________________________
 ND0208  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 ND0208  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 ND0208
 ND0208  HORZ ORDER  -  THIRD
 ND0208
 ND0208.The horizontal coordinates were established by classical geodetic methods
 ND0208.and adjusted by the National Geodetic Survey in June 2002..
 ND0208
 ND0208
 ND0208.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0208
 ND0208.The geoid height was determined by GEOID03.
 ND0208
 ND0208;                    North         East     Units Scale Factor Converg.
 ND0208;SPC PA N     -   223,060.027   407,332.418   MT  1.00003899   -1 32 31.9
 ND0208;SPC PA N     -   731,822.77  1,336,389.77   sFT  1.00003899   -1 32 31.9
 ND0208;UTM  17      - 4,667,039.413   575,910.672   MT  0.99967090   +0 36 59.8
 ND0208
 ND0208                          SUPERSEDED SURVEY CONTROL
 ND0208
 ND0208  NAD 83(1996)-  42 09 06.49176(N)    080 04 52.37964(W) AD(       ) 4
 ND0208  NAD 83(1995)-  42 09 06.49153(N)    080 04 52.37735(W) AD(       ) 4
 ND0208  NAD 83(1986)-  42 09 06.49236(N)    080 04 52.37790(W) AD(       ) 4
 ND0208  NAD 27      -  42 09 06.25830(N)    080 04 53.12107(W) AD(       ) 3
 ND0208
 ND0208.Superseded values are not recommended for survey control.
 ND0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0208.See file dsdata.txt to determine how the superseded data were derived.
 ND0208
 ND0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7591167039(NAD 83)
 ND0208_MARKER: 15 = RANGE MARKER
 ND0208
 ND0208  HISTORY     - Date     Condition        Report By
 ND0208  HISTORY     - 1975     FIRST OBSERVED   USLS
 ND0208  HISTORY     - 19960921 MARK NOT FOUND   USPSQD
 ND0208
 ND0208                          STATION DESCRIPTION
 ND0208
 ND0208'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 ND0208'THE FRONT RANGE LIGHT FOR THE ERIE HARBOR ENTRANCE CHANNEL
 ND0208'INNER APPROACH, LOCATED ON THE NORTH SIDE OF THE CHANNEL.  THE
 ND0208'LIGHT CONSISTS OF A FIXED RED LIGHT ON A SKELETON STEEL LIGHT
 ND0208'TOWER.
 ND0208
 ND0208                          STATION RECOVERY (1996)
 ND0208
 ND0208'RECOVERY NOTE BY US POWER SQUADRON 1996
 ND0208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0188 ***********************************************************************
 ND0188  DESIGNATION -  ERIE INTERLAKE STEEL CO STACK
 ND0188  PID         -  ND0188
 ND0188  STATE/COUNTY-  PA/ERIE
 ND0188  USGS QUAD   -  ERIE NORTH (1996)
 ND0188
 ND0188                         *CURRENT SURVEY CONTROL
 ND0188  ___________________________________________________________________
 ND0188* NAD 83(1992)-  42 08 37.85289(N)    080 04 12.17095(W)     ADJUSTED  
 ND0188* NAVD 88     -                                                        
 ND0188  ___________________________________________________________________
 ND0188  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 ND0188  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 ND0188
 ND0188  HORZ ORDER  -  THIRD
 ND0188
 ND0188.The horizontal coordinates were established by classical geodetic methods
 ND0188.and adjusted by the National Geodetic Survey in June 2002..
 ND0188
 ND0188
 ND0188.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0188
 ND0188.The geoid height was determined by GEOID03.
 ND0188
 ND0188;                    North         East     Units Scale Factor Converg.
 ND0188;SPC PA N     -   222,151.942   408,231.616   MT  1.00003722   -1 32 05.3
 ND0188;SPC PA N     -   728,843.50  1,339,339.89   sFT  1.00003722   -1 32 05.3
 ND0188;UTM  17      - 4,666,166.165   576,843.098   MT  0.99967266   +0 37 26.5
 ND0188
 ND0188                          SUPERSEDED SURVEY CONTROL
 ND0188
 ND0188  NAD 83(1996)-  42 08 37.85467(N)    080 04 12.17109(W) AD(       ) 4
 ND0188  NAD 83(1995)-  42 08 37.85442(N)    080 04 12.16878(W) AD(       ) 4
 ND0188  NAD 83(1986)-  42 08 37.85537(N)    080 04 12.16926(W) AD(       ) 4
 ND0188  NAD 27      -  42 08 37.62083(N)    080 04 12.91232(W) AD(       ) 3
 ND0188
 ND0188.Superseded values are not recommended for survey control.
 ND0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0188.See file dsdata.txt to determine how the superseded data were derived.
 ND0188
 ND0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7684366166(NAD 83)
 ND0188_MARKER: 63 = STACK
 ND0188
 ND0188  HISTORY     - Date     Condition        Report By
 ND0188  HISTORY     - 1975     FIRST OBSERVED   USLS
 ND0188
 ND0188                          STATION DESCRIPTION
 ND0188
 ND0188'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 ND0188'THE OBJECT IS AN ORANGE COLORED STACK SET ATOP THE FACTORY
 ND0188'BUILDINGS OF KOPPERS ERIE COKE PLANT, A SUBSIDIARY OF
 ND0188'INTERLAKE STEEL COMPANY, AND IS LOCATED ON THE NORTHWEST CORNER
 ND0188'OF EAST AVENUE AND FIRST STREET.  THE POINT OF INTERSECTION WAS
 ND0188'THE CENTER OF THE STACK AT ITS HIGHEST VERTICAL POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0196 ***********************************************************************
 ND0196  DESIGNATION -  ERIE PA ELEC CO STACK
 ND0196  PID         -  ND0196
 ND0196  STATE/COUNTY-  PA/ERIE
 ND0196  USGS QUAD   -  ERIE NORTH (1996)
 ND0196
 ND0196                         *CURRENT SURVEY CONTROL
 ND0196  ___________________________________________________________________
 ND0196* NAD 83(1992)-  42 08 09.48975(N)    080 05 11.07151(W)     ADJUSTED  
 ND0196* NAVD 88     -                                                        
 ND0196  ___________________________________________________________________
 ND0196  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 ND0196  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 ND0196
 ND0196  HORZ ORDER  -  THIRD
 ND0196
 ND0196.The horizontal coordinates were established by classical geodetic methods
 ND0196.and adjusted by the National Geodetic Survey in June 2002..
 ND0196.No horizontal observational check was made to the station.
 ND0196
 ND0196
 ND0196.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0196
 ND0196.The geoid height was determined by GEOID03.
 ND0196
 ND0196;                    North         East     Units Scale Factor Converg.
 ND0196;SPC PA N     -   221,313.454   406,855.963   MT  1.00003548   -1 32 44.3
 ND0196;SPC PA N     -   726,092.56  1,334,826.61   sFT  1.00003548   -1 32 44.3
 ND0196;UTM  17      - 4,665,276.779   575,500.495   MT  0.99967014   +0 36 46.6
 ND0196
 ND0196                          SUPERSEDED SURVEY CONTROL
 ND0196
 ND0196  NAD 83(1996)-  42 08 09.49158(N)    080 05 11.07170(W) AD(       ) 4
 ND0196  NAD 83(1995)-  42 08 09.49136(N)    080 05 11.06941(W) AD(       ) 4
 ND0196  NAD 83(1986)-  42 08 09.49230(N)    080 05 11.06987(W) AD(       ) 4
 ND0196  NAD 27      -  42 08 09.25759(N)    080 05 11.81168(W) AD(       ) 3
 ND0196
 ND0196.Superseded values are not recommended for survey control.
 ND0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0196.See file dsdata.txt to determine how the superseded data were derived.
 ND0196
 ND0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7550065277(NAD 83)
 ND0196_MARKER: 63 = STACK
 ND0196
 ND0196  HISTORY     - Date     Condition        Report By
 ND0196  HISTORY     - 1975     FIRST OBSERVED   USLS
 ND0196  HISTORY     - 19960710 GOOD             USPSQD
 ND0196
 ND0196                          STATION DESCRIPTION
 ND0196
 ND0196'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 ND0196'THE STATION IS THE LONE STACK OF THE PENNSYLVANIA ELECTRIC
 ND0196'COMPANY, LOCATED NORTH OF THE CENTER SECTION OF ERIE, BETWEEN
 ND0196'STATE STREET AND HOLLAND STREET.  THE STACK IS OF CONCRETE
 ND0196'CONSTRUCTION WITH THE TOP PORTION BEING COLORED BLACK AND THE
 ND0196'LOWER SECTION GRAY.  THE POINT OF INTERSECTION WAS THE CENTER
 ND0196'OF THE STACK AT ITS H.V.P.
 ND0196
 ND0196                          STATION RECOVERY (1996)
 ND0196
 ND0196'RECOVERY NOTE BY US POWER SQUADRON 1996
 ND0196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0218 ***********************************************************************
 ND0218  DESIGNATION -  ERIE PENNSYLVANIA ELEC CO MAST
 ND0218  PID         -  ND0218
 ND0218  STATE/COUNTY-  PA/ERIE
 ND0218  USGS QUAD   -  ERIE SOUTH (1996)
 ND0218
 ND0218                         *CURRENT SURVEY CONTROL
 ND0218  ___________________________________________________________________
 ND0218* NAD 83(1992)-  42 05 32.26241(N)    080 03 30.46373(W)     ADJUSTED  
 ND0218* NAVD 88     -                                                        
 ND0218  ___________________________________________________________________
 ND0218  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 ND0218  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 ND0218
 ND0218  HORZ ORDER  -  THIRD
 ND0218
 ND0218.The horizontal coordinates were established by classical geodetic methods
 ND0218.and adjusted by the National Geodetic Survey in June 2002..
 ND0218
 ND0218
 ND0218.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0218
 ND0218.The geoid height was determined by GEOID03.
 ND0218
 ND0218;                    North         East     Units Scale Factor Converg.
 ND0218;SPC PA N     -   216,401.938   409,036.387   MT  1.00002620   -1 31 37.7
 ND0218;SPC PA N     -   709,978.69  1,341,980.21   sFT  1.00002620   -1 31 37.7
 ND0218;UTM  17      - 4,660,452.599   577,863.507   MT  0.99967460   +0 37 52.2
 ND0218
 ND0218                          SUPERSEDED SURVEY CONTROL
 ND0218
 ND0218  NAD 83(1996)-  42 05 32.26364(N)    080 03 30.46399(W) AD(       ) 4
 ND0218  NAD 83(1995)-  42 05 32.26579(N)    080 03 30.46361(W) AD(       ) 4
 ND0218  NAD 83(1986)-  42 05 32.26846(N)    080 03 30.45967(W) AD(       ) 4
 ND0218  NAD 27      -  42 05 32.07000(N)    080 03 31.26900(W) AD(       ) 3
 ND0218
 ND0218.Superseded values are not recommended for survey control.
 ND0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0218.See file dsdata.txt to determine how the superseded data were derived.
 ND0218
 ND0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7786460453(NAD 83)
 ND0218
 ND0218  HISTORY     - Date     Condition        Report By
 ND0218  HISTORY     - 1961     MONUMENTED       CGS
 ND0218
 ND0218                          STATION DESCRIPTION
 ND0218
 ND0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 ND0218'THE STATION IS THE TOP LIGHT ON THE MAST, LOCATED ABOUT 3.0 MILES
 ND0218'SOUTHEAST OF THE CENTRAL SECTION OF ERIE.
 ND0218'
 ND0218'THE MAST IS A THREE-LEGGED STEEL SLINDER STRUCTURE ABOUT 200 FEET
 ND0218'HIGH AND IS PAINTED IN SECTIONS OF RED AND WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0224 ***********************************************************************
 ND0224  DESIGNATION -  ERIE POLICE DEPT RADIO MAST
 ND0224  PID         -  ND0224
 ND0224  STATE/COUNTY-  PA/ERIE
 ND0224  USGS QUAD   -  ERIE SOUTH (1996)
 ND0224
 ND0224                         *CURRENT SURVEY CONTROL
 ND0224  ___________________________________________________________________
 ND0224* NAD 83(1992)-  42 05 13.23756(N)    080 04 40.03017(W)     ADJUSTED  
 ND0224* NAVD 88     -                                                        
 ND0224  ___________________________________________________________________
 ND0224  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 ND0224  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 ND0224
 ND0224  HORZ ORDER  -  THIRD
 ND0224
 ND0224.The horizontal coordinates were established by classical geodetic methods
 ND0224.and adjusted by the National Geodetic Survey in June 2002..
 ND0224
 ND0224
 ND0224.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0224
 ND0224.The geoid height was determined by GEOID03.
 ND0224
 ND0224;                    North         East     Units Scale Factor Converg.
 ND0224;SPC PA N     -   215,857.924   407,422.449   MT  1.00002511   -1 32 23.7
 ND0224;SPC PA N     -   708,193.87  1,336,685.15   sFT  1.00002511   -1 32 23.7
 ND0224;UTM  17      - 4,659,848.405   576,271.763   MT  0.99967158   +0 37 05.3
 ND0224
 ND0224                          SUPERSEDED SURVEY CONTROL
 ND0224
 ND0224  NAD 83(1996)-  42 05 13.23884(N)    080 04 40.03046(W) AD(       ) 4
 ND0224  NAD 83(1995)-  42 05 13.24130(N)    080 04 40.02779(W) AD(       ) 4
 ND0224  NAD 83(1986)-  42 05 13.24340(N)    080 04 40.02741(W) AD(       ) 4
 ND0224  NAD 27      -  42 05 13.04500(N)    080 04 40.82900(W) AD(       ) 3
 ND0224
 ND0224.Superseded values are not recommended for survey control.
 ND0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0224.See file dsdata.txt to determine how the superseded data were derived.
 ND0224
 ND0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7627259848(NAD 83)
 ND0224
 ND0224  HISTORY     - Date     Condition        Report By
 ND0224  HISTORY     - 1961     MONUMENTED       CGS
 ND0224  HISTORY     - 1963     SEE DESCRIPTION  CGS
 ND0224
 ND0224                          STATION DESCRIPTION
 ND0224
 ND0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 ND0224'THE STATION IS THE TOP LIGHT ON THE MAST, LOCATED AT 809 HILLTOP ROAD
 ND0224'ABOUT 3.0 MILES SOUTHWEST OF THE CENTER OF ERIE.
 ND0224'
 ND0224'THE MAST IS A THREE-LEGGED STEEL SLINDER STRUCTURE ABOUT 300 FEET
 ND0224'HIGH AND PAINTED IN SECTIONS OF RED AND WHITE.
 ND0224
 ND0224                          STATION RECOVERY (1963)
 ND0224
 ND0224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VES)
 ND0224'STATION FOUND IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0213 ***********************************************************************
 ND0213  DESIGNATION -  ERIE RADIO STATION WICU MAST
 ND0213  PID         -  ND0213
 ND0213  STATE/COUNTY-  PA/ERIE
 ND0213  USGS QUAD   -  ERIE SOUTH (1996)
 ND0213
 ND0213                         *CURRENT SURVEY CONTROL
 ND0213  ___________________________________________________________________
 ND0213* NAD 83(1992)-  42 06 15.58742(N)    080 04 09.52807(W)     ADJUSTED  
 ND0213* NAVD 88     -                                                        
 ND0213  ___________________________________________________________________
 ND0213  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 ND0213  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 ND0213
 ND0213  HORZ ORDER  -  THIRD
 ND0213
 ND0213.The horizontal coordinates were established by classical geodetic methods
 ND0213.and adjusted by the National Geodetic Survey in June 2002..
 ND0213
 ND0213
 ND0213.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0213
 ND0213.The geoid height was determined by GEOID03.
 ND0213
 ND0213;                    North         East     Units Scale Factor Converg.
 ND0213;SPC PA N     -   217,762.237   408,174.747   MT  1.00002870   -1 32 03.5
 ND0213;SPC PA N     -   714,441.61  1,339,153.32   sFT  1.00002870   -1 32 03.5
 ND0213;UTM  17      - 4,661,779.013   576,951.571   MT  0.99967286   +0 37 26.5
 ND0213
 ND0213                          SUPERSEDED SURVEY CONTROL
 ND0213
 ND0213  NAD 83(1996)-  42 06 15.58868(N)    080 04 09.52830(W) AD(       ) 4
 ND0213  NAD 83(1995)-  42 06 15.59154(N)    080 04 09.52536(W) AD(       ) 4
 ND0213  NAD 83(1986)-  42 06 15.59350(N)    080 04 09.52510(W) AD(       ) 4
 ND0213  NAD 27      -  42 06 15.39500(N)    080 04 10.32700(W) AD(       ) 3
 ND0213
 ND0213.Superseded values are not recommended for survey control.
 ND0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0213.See file dsdata.txt to determine how the superseded data were derived.
 ND0213
 ND0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7695261779(NAD 83)
 ND0213
 ND0213  HISTORY     - Date     Condition        Report By
 ND0213  HISTORY     - 1961     MONUMENTED       CGS
 ND0213
 ND0213                          STATION DESCRIPTION
 ND0213
 ND0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 ND0213'THE STATION IS THE TOP LIGHT ON THE MAST WHICH IS LOCATED AT 36TH AND
 ND0213'STATE STREET IN THE SOUTH SECTION OF ERIE.
 ND0213'
 ND0213'THE MAST IS A THREE-LEGGED STEEL SLINDER STRUCTURE ABOUT 275 FEET
 ND0213'HIGH.  IT IS PAINTED IN SECTIONS OF RED AND WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0214 ***********************************************************************
 ND0214  DESIGNATION -  ERIE RADIO STATION WJET MAST
 ND0214  PID         -  ND0214
 ND0214  STATE/COUNTY-  PA/ERIE
 ND0214  USGS QUAD   -  ERIE SOUTH (1996)
 ND0214
 ND0214                         *CURRENT SURVEY CONTROL
 ND0214  ___________________________________________________________________
 ND0214* NAD 83(1992)-  42 07 28.64959(N)    080 03 53.22463(W)     ADJUSTED  
 ND0214* NAVD 88     -                                                        
 ND0214  ___________________________________________________________________
 ND0214  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 ND0214  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 ND0214
 ND0214  HORZ ORDER  -  THIRD
 ND0214
 ND0214.The horizontal coordinates were established by classical geodetic methods
 ND0214.and adjusted by the National Geodetic Survey in June 2002..
 ND0214
 ND0214
 ND0214.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0214
 ND0214.The geoid height was determined by GEOID03.
 ND0214
 ND0214;                    North         East     Units Scale Factor Converg.
 ND0214;SPC PA N     -   220,005.763   408,609.463   MT  1.00003301   -1 31 52.8
 ND0214;SPC PA N     -   721,802.24  1,340,579.55   sFT  1.00003301   -1 31 52.8
 ND0214;UTM  17      - 4,664,036.513   577,301.353   MT  0.99967352   +0 37 38.4
 ND0214
 ND0214                          SUPERSEDED SURVEY CONTROL
 ND0214
 ND0214  NAD 83(1996)-  42 07 28.65081(N)    080 03 53.22480(W) AD(       ) 4
 ND0214  NAD 83(1995)-  42 07 28.65422(N)    080 03 53.22139(W) AD(       ) 4
 ND0214  NAD 83(1986)-  42 07 28.65594(N)    080 03 53.22158(W) AD(       ) 4
 ND0214  NAD 27      -  42 07 28.45800(N)    080 03 54.02400(W) AD(       ) 3
 ND0214
 ND0214.Superseded values are not recommended for survey control.
 ND0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0214.See file dsdata.txt to determine how the superseded data were derived.
 ND0214
 ND0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7730164037(NAD 83)
 ND0214
 ND0214  HISTORY     - Date     Condition        Report By
 ND0214  HISTORY     - 1961     MONUMENTED       CGS
 ND0214  HISTORY     - 1975     GOOD             NGS
 ND0214
 ND0214                          STATION DESCRIPTION
 ND0214
 ND0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 ND0214'THE STATION IS THE TOP LIGHT ON THE MAST, LOCATED AT 18TH AND ASH
 ND0214'STREET IN THE SOUTHEASTERN SECTION OF ERIE.
 ND0214'
 ND0214'THE MAST IS A THREE-LEGGED STEEL SLINDER STRUCTURE ABOUT 189 FEET
 ND0214'HIGH MOUNTED ON TOP OF A 20 FOOT BUILDING.  IT IS PAINTED IN
 ND0214'SECTIONS OF RED AND WHITE.
 ND0214
 ND0214                          STATION RECOVERY (1975)
 ND0214
 ND0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (WAB)
 ND0214'STATION RECOVERED IN GOOD CONDITION, AS DESCRIBED.
 ND0214'
 ND0214'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 ND0214'AT ERIE, PA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0222 ***********************************************************************
 ND0222  DESIGNATION -  ERIE RADIO STATION WLEU MAST
 ND0222  PID         -  ND0222
 ND0222  STATE/COUNTY-  PA/ERIE
 ND0222  USGS QUAD   -  ERIE SOUTH (1996)
 ND0222
 ND0222                         *CURRENT SURVEY CONTROL
 ND0222  ___________________________________________________________________
 ND0222* NAD 83(1992)-  42 07 25.79024(N)    080 04 51.57792(W)     ADJUSTED  
 ND0222* NAVD 88     -                                                        
 ND0222  ___________________________________________________________________
 ND0222  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 ND0222  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 ND0222
 ND0222  HORZ ORDER  -  THIRD
 ND0222
 ND0222.The horizontal coordinates were established by classical geodetic methods
 ND0222.and adjusted by the National Geodetic Survey in June 2002..
 ND0222
 ND0222
 ND0222.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0222
 ND0222.The geoid height was determined by GEOID03.
 ND0222
 ND0222;                    North         East     Units Scale Factor Converg.
 ND0222;SPC PA N     -   219,953.513   407,267.202   MT  1.00003284   -1 32 31.4
 ND0222;SPC PA N     -   721,630.82  1,336,175.81   sFT  1.00003284   -1 32 31.4
 ND0222;UTM  17      - 4,663,933.781   575,962.496   MT  0.99967100   +0 36 59.2
 ND0222
 ND0222                          SUPERSEDED SURVEY CONTROL
 ND0222
 ND0222  NAD 83(1996)-  42 07 25.79150(N)    080 04 51.57815(W) AD(       ) 4
 ND0222  NAD 83(1995)-  42 07 25.79427(N)    080 04 51.57554(W) AD(       ) 4
 ND0222  NAD 83(1986)-  42 07 25.79625(N)    080 04 51.57591(W) AD(       ) 4
 ND0222  NAD 27      -  42 07 25.59700(N)    080 04 52.37700(W) AD(       ) 3
 ND0222
 ND0222.Superseded values are not recommended for survey control.
 ND0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0222.See file dsdata.txt to determine how the superseded data were derived.
 ND0222
 ND0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7596263934(NAD 83)
 ND0222
 ND0222  HISTORY     - Date     Condition        Report By
 ND0222  HISTORY     - 1961     MONUMENTED       CGS
 ND0222  HISTORY     - 1975     GOOD             NGS
 ND0222
 ND0222                          STATION DESCRIPTION
 ND0222
 ND0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 ND0222'THE STATION IS THE TOP LIGHT ON THE MAST, LOCATED ON TOP OF THE
 ND0222'COMMERCE BUILDING AT 12TH AND STATE STREET IN THE CENTRAL
 ND0222'SECTION OF ERIE.
 ND0222'
 ND0222'THE MAST IS A THREE-LEGGED STEEL SLINDER STRUCTURE ABOUT 175 FEET
 ND0222'HIGH AND THE BUILDING IS ABOUT 125 FEET HIGH IN WHICH THE
 ND0222'MAST IS MOUNTED ON.  THE MAST IS PAINTED IN SECTIONS OF RED AND
 ND0222'WHITE.
 ND0222
 ND0222                          STATION RECOVERY (1975)
 ND0222
 ND0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (WAB)
 ND0222'STATION RECOVERED IN GOOD CONDITION, AS DESCRIBED.  STATION
 ND0222'NOW TRANSMITS TWO FREQUENCIES (WWGO AND WCCK).  WLEU IS NO
 ND0222'LONGER APPLICABLE.
 ND0222'
 ND0222'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 ND0222'AT ERIE, PA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0219 ***********************************************************************
 ND0219  DESIGNATION -  ERIE RADIO WERC N MAST OF 4
 ND0219  PID         -  ND0219
 ND0219  STATE/COUNTY-  PA/ERIE
 ND0219  USGS QUAD   -  ERIE SOUTH (1996)
 ND0219
 ND0219                         *CURRENT SURVEY CONTROL
 ND0219  ___________________________________________________________________
 ND0219* NAD 83(1992)-  42 03 21.08630(N)    080 02 24.38178(W)     ADJUSTED  
 ND0219* NAVD 88     -                                                        
 ND0219  ___________________________________________________________________
 ND0219  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 ND0219  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 ND0219
 ND0219  HORZ ORDER  -  THIRD
 ND0219
 ND0219.The horizontal coordinates were established by classical geodetic methods
 ND0219.and adjusted by the National Geodetic Survey in June 2002..
 ND0219
 ND0219
 ND0219.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0219
 ND0219.The geoid height was determined by GEOID03.
 ND0219
 ND0219;                    North         East     Units Scale Factor Converg.
 ND0219;SPC PA N     -   212,315.630   410,447.501   MT  1.00001890   -1 30 54.0
 ND0219;SPC PA N     -   696,572.20  1,346,609.84   sFT  1.00001890   -1 30 54.0
 ND0219;UTM  17      - 4,656,423.726   579,426.961   MT  0.99967762   +0 38 34.9
 ND0219
 ND0219                          SUPERSEDED SURVEY CONTROL
 ND0219
 ND0219  NAD 83(1996)-  42 03 21.08751(N)    080 02 24.38215(W) AD(       ) 4
 ND0219  NAD 83(1995)-  42 03 21.08933(N)    080 02 24.37834(W) AD(       ) 4
 ND0219  NAD 83(1986)-  42 03 21.09155(N)    080 02 24.37842(W) AD(       ) 4
 ND0219  NAD 27      -  42 03 20.89300(N)    080 02 25.18500(W) AD(       ) 3
 ND0219
 ND0219.Superseded values are not recommended for survey control.
 ND0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0219.See file dsdata.txt to determine how the superseded data were derived.
 ND0219
 ND0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7942756424(NAD 83)
 ND0219
 ND0219  HISTORY     - Date     Condition        Report By
 ND0219  HISTORY     - 1961     MONUMENTED       CGS
 ND0219
 ND0219                          STATION DESCRIPTION
 ND0219
 ND0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 ND0219'THE STATION IS THE TOP LIGHT ON THE MAST, LOCATED ABOUT 5-1/2 MILES
 ND0219'SOUTH OF THE CENTER SECTION OF ERIE AND 3.0 MILES NORTHEAST OF
 ND0219'HAMMETT.
 ND0219'
 ND0219'THE MAST IS A THREE-LEGGED STEEL SLINDER STRUCTURE WHICH SUPPORTS A
 ND0219'LARGE ROUND ANTENNA AND IS ABOUT 300 FEET HIGH OVERALL.  THE
 ND0219'MAST IS PAINTED IN SECTION OF RED AND WHITE AND THE ANTENNA IS
 ND0219'PAINTED RED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0223 ***********************************************************************
 ND0223  DESIGNATION -  ERIE ST JOSEPHS CATH CH SPIRE
 ND0223  PID         -  ND0223
 ND0223  STATE/COUNTY-  PA/ERIE
 ND0223  USGS QUAD   -  ERIE SOUTH (1996)
 ND0223
 ND0223                         *CURRENT SURVEY CONTROL
 ND0223  ___________________________________________________________________
 ND0223* NAD 83(1992)-  42 06 43.52109(N)    080 04 41.22209(W)     ADJUSTED  
 ND0223* NAVD 88     -                                                        
 ND0223  ___________________________________________________________________
 ND0223  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 ND0223  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 ND0223
 ND0223  HORZ ORDER  -  THIRD
 ND0223
 ND0223.The horizontal coordinates were established by classical geodetic methods
 ND0223.and adjusted by the National Geodetic Survey in June 2002..
 ND0223
 ND0223
 ND0223.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0223
 ND0223.The geoid height was determined by GEOID03.
 ND0223
 ND0223;                    North         East     Units Scale Factor Converg.
 ND0223;SPC PA N     -   218,643.360   407,469.937   MT  1.00003033   -1 32 24.5
 ND0223;SPC PA N     -   717,332.42  1,336,840.95   sFT  1.00003033   -1 32 24.5
 ND0223;UTM  17      - 4,662,632.661   576,214.340   MT  0.99967147   +0 37 05.6
 ND0223
 ND0223                          SUPERSEDED SURVEY CONTROL
 ND0223
 ND0223  NAD 83(1996)-  42 06 43.52237(N)    080 04 41.22226(W) AD(       ) 4
 ND0223  NAD 83(1995)-  42 06 43.52493(N)    080 04 41.21943(W) AD(       ) 4
 ND0223  NAD 83(1986)-  42 06 43.52722(N)    080 04 41.21940(W) AD(       ) 4
 ND0223  NAD 27      -  42 06 43.32800(N)    080 04 42.01900(W) AD(       ) 3
 ND0223
 ND0223.Superseded values are not recommended for survey control.
 ND0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0223.See file dsdata.txt to determine how the superseded data were derived.
 ND0223
 ND0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7621462633(NAD 83)
 ND0223
 ND0223  HISTORY     - Date     Condition        Report By
 ND0223  HISTORY     - UNK      MONUMENTED
 ND0223  HISTORY     - 1956     SEE DESCRIPTION  CGS
 ND0223  HISTORY     - 1975     GOOD             NGS
 ND0223
 ND0223                          STATION DESCRIPTION
 ND0223
 ND0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HJB)
 ND0223'LOCATED IN ERIE, PENNSYLVANIA, AT THE SOUTHEAST CORNER OF SASSAFRAS
 ND0223'AND W. 24TH STREETS.  THE TALL SPIRE OF ST. JOSEPHS CATHOLIC CHURCH.
 ND0223'ERECTED IN 1882.
 ND0223
 ND0223                          STATION RECOVERY (1975)
 ND0223
 ND0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (WAB)
 ND0223'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 ND0223'
 ND0223'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 ND0223'AT ERIE, PA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0216 ***********************************************************************
 ND0216  DESIGNATION -  ERIE TV STATION WICU MAST
 ND0216  PID         -  ND0216
 ND0216  STATE/COUNTY-  PA/ERIE
 ND0216  USGS QUAD   -  ERIE SOUTH (1996)
 ND0216
 ND0216                         *CURRENT SURVEY CONTROL
 ND0216  ___________________________________________________________________
 ND0216* NAD 83(1992)-  42 03 51.03423(N)    080 00 18.71038(W)     ADJUSTED  
 ND0216* NAVD 88     -                                                        
 ND0216  ___________________________________________________________________
 ND0216  LAPLACE CORR-           3.87  (seconds)                    DEFLEC99
 ND0216  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 ND0216
 ND0216  HORZ ORDER  -  THIRD
 ND0216
 ND0216.The horizontal coordinates were established by classical geodetic methods
 ND0216.and adjusted by the National Geodetic Survey in June 2002..
 ND0216
 ND0216
 ND0216.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0216
 ND0216.The geoid height was determined by GEOID03.
 ND0216
 ND0216;                    North         East     Units Scale Factor Converg.
 ND0216;SPC PA N     -   213,163.531   413,360.302   MT  1.00002053   -1 29 30.8
 ND0216;SPC PA N     -   699,354.02  1,356,166.26   sFT  1.00002053   -1 29 30.8
 ND0216;UTM  17      - 4,657,380.394   582,304.789   MT  0.99968335   +0 39 59.5
 ND0216
 ND0216                          SUPERSEDED SURVEY CONTROL
 ND0216
 ND0216  NAD 83(1996)-  42 03 51.03537(N)    080 00 18.71069(W) AD(       ) 4
 ND0216  NAD 83(1995)-  42 03 51.03726(N)    080 00 18.70715(W) AD(       ) 4
 ND0216  NAD 83(1986)-  42 03 51.03944(N)    080 00 18.70670(W) AD(       ) 4
 ND0216  NAD 27      -  42 03 50.84200(N)    080 00 19.51700(W) AD(       ) 3
 ND0216
 ND0216.Superseded values are not recommended for survey control.
 ND0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0216.See file dsdata.txt to determine how the superseded data were derived.
 ND0216
 ND0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG8230557380(NAD 83)
 ND0216
 ND0216  HISTORY     - Date     Condition        Report By
 ND0216  HISTORY     - 1961     MONUMENTED       CGS
 ND0216  HISTORY     - 1963     SEE DESCRIPTION  CGS
 ND0216
 ND0216                          STATION DESCRIPTION
 ND0216
 ND0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 ND0216'THE STATION IS THE TOP LIGHT ON THE MAST, LOCATED 5.5 MILES SOUTH OF
 ND0216'THE CENTER SECTION OF ERIE ON DOWNING ROAD.
 ND0216'
 ND0216'THE MAST IS A THREE-LEGGED STEEL SLINDER STRUCTURE WHICH SUPPORTS A
 ND0216'LARGE ROUND ANTENNA AND IS ABOUT 565 FEET HIGH.  IT IS PAINTED IN
 ND0216'SECTIONS OF RED AND WHITE AND THE ANTENNA IS PAINTED RED.
 ND0216
 ND0216                          STATION RECOVERY (1963)
 ND0216
 ND0216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VES)
 ND0216'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 ND0216'DESCRIPTION ERRS IN DETAIL, A NEW ONE FOLLOWS-
 ND0216'
 ND0216'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTHEAST OF THE CENTER OF THE
 ND0216'ERIE BUSINESS DISTRICT, ABOUT 0.3 MILE SOUTH OF THE INTERSECTION
 ND0216'OF JENNINGS AND OLD WATERFORD ROADS.  THE MARK IS THE AIRCRAFT
 ND0216'OBSTRUCTION LIGHT ON THE TOP OF A SLENDER, THREE-LEGGED, 565
 ND0216'FOOT HIGH STEEL TOWER PAINTED IN ALTERNATING BANDS OF RED AND WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0217 ***********************************************************************
 ND0217  DESIGNATION -  ERIE TV STATION WSEE MAST
 ND0217  PID         -  ND0217
 ND0217  STATE/COUNTY-  PA/ERIE
 ND0217  USGS QUAD   -  ERIE SOUTH (1996)
 ND0217
 ND0217                         *CURRENT SURVEY CONTROL
 ND0217  ___________________________________________________________________
 ND0217* NAD 83(1992)-  42 02 16.16884(N)    080 03 42.77933(W)     ADJUSTED  
 ND0217* NAVD 88     -                                                        
 ND0217  ___________________________________________________________________
 ND0217  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 ND0217  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 ND0217
 ND0217  HORZ ORDER  -  THIRD
 ND0217
 ND0217.The horizontal coordinates were established by classical geodetic methods
 ND0217.and adjusted by the National Geodetic Survey in June 2002..
 ND0217
 ND0217
 ND0217.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0217
 ND0217.The geoid height was determined by GEOID03.
 ND0217
 ND0217;                    North         East     Units Scale Factor Converg.
 ND0217;SPC PA N     -   210,361.237   408,591.973   MT  1.00001544   -1 31 45.8
 ND0217;SPC PA N     -   690,160.16  1,340,522.16   sFT  1.00001544   -1 31 45.8
 ND0217;UTM  17      - 4,654,401.544   577,646.944   MT  0.99967418   +0 37 41.6
 ND0217
 ND0217                          SUPERSEDED SURVEY CONTROL
 ND0217
 ND0217  NAD 83(1996)-  42 02 16.17005(N)    080 03 42.77977(W) AD(       ) 4
 ND0217  NAD 83(1995)-  42 02 16.17149(N)    080 03 42.77682(W) AD(       ) 4
 ND0217  NAD 83(1986)-  42 02 16.17394(N)    080 03 42.77650(W) AD(       ) 4
 ND0217  NAD 27      -  42 02 15.97300(N)    080 03 43.58000(W) AD(       ) 3
 ND0217
 ND0217.Superseded values are not recommended for survey control.
 ND0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0217.See file dsdata.txt to determine how the superseded data were derived.
 ND0217
 ND0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7764754402(NAD 83)
 ND0217
 ND0217  HISTORY     - Date     Condition        Report By
 ND0217  HISTORY     - 1961     MONUMENTED       CGS
 ND0217  HISTORY     - 1963     SEE DESCRIPTION  CGS
 ND0217  HISTORY     - 19991219 GOOD             USPSQD
 ND0217
 ND0217                          STATION DESCRIPTION
 ND0217
 ND0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 ND0217'THE LIGHT LOCATED ON TOP OF THE MAST WHICH IS LOCATED ABOUT 6.0 MILES
 ND0217'SOUTH OF THE CENTER SECTION OF ERIE ALONG THE EAST SIDE OF U.S.
 ND0217'HIGHWAY 19.
 ND0217'
 ND0217'THE MAST IS A THREE-LEGGED STEEL STRUCTURE WHICH SUPPORTS A LARGE
 ND0217'ROUND ANTENNA AND IS ABOUT 732 FEET HIGH OVERALL.  THE MAST IS
 ND0217'PAINTED RED AND WHITE AND THE ANTENNA IS PAINTED RED.
 ND0217
 ND0217                          STATION RECOVERY (1963)
 ND0217
 ND0217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VES)
 ND0217'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 ND0217
 ND0217                          STATION RECOVERY (1999)
 ND0217
 ND0217'RECOVERY NOTE BY US POWER SQUADRON 1999
 ND0217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0190 ***********************************************************************
 ND0190  DESIGNATION -  ERIE USEO 11 1975
 ND0190  PID         -  ND0190
 ND0190  STATE/COUNTY-  PA/ERIE
 ND0190  USGS QUAD   -  ERIE NORTH (1996)
 ND0190
 ND0190                         *CURRENT SURVEY CONTROL
 ND0190  ___________________________________________________________________
 ND0190* NAD 83(1992)-  42 09 12.74217(N)    080 04 23.09549(W)     ADJUSTED  
 ND0190* NAVD 88     -       175.     (meters)     574.     (feet)  VERTCON   
 ND0190  ___________________________________________________________________
 ND0190  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 ND0190  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 ND0190
 ND0190  HORZ ORDER  -  SECOND
 ND0190
 ND0190.The horizontal coordinates were established by classical geodetic methods
 ND0190.and adjusted by the National Geodetic Survey in June 2002..
 ND0190
 ND0190.The NAVD 88 height was computed by applying the VERTCON shift value to
 ND0190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ND0190
 ND0190.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0190
 ND0190.The geoid height was determined by GEOID03.
 ND0190
 ND0190;                    North         East     Units Scale Factor Converg.
 ND0190;SPC PA N     -   223,234.811   408,009.718   MT  1.00003938   -1 32 12.5
 ND0190;SPC PA N     -   732,396.21  1,338,611.88   sFT  1.00003938   -1 32 12.5
 ND0190;UTM  17      - 4,667,239.513   576,580.661   MT  0.99967216   +0 37 19.6
 ND0190
 ND0190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ND0190!SPC PA N     -   0.99997806  x   1.00003938  =   1.00001744
 ND0190!UTM  17      -   0.99997806  x   0.99967216  =   0.99965023
 ND0190
 ND0190|---------------------------------------------------------------------|
 ND0190| PID    Reference Object                     Distance      Geod. Az  |
 ND0190|                                                           dddmmss.s |
 ND0190| ND0206 ERIE USEO 12 1975                   336.453 METERS 03050     |
 ND0190| ND0191 ERIE USEO 13 1975                   218.168 METERS 24527     |
 ND0190|---------------------------------------------------------------------|
 ND0190
 ND0190                          SUPERSEDED SURVEY CONTROL
 ND0190
 ND0190  NAD 83(1996)-  42 09 12.74396(N)    080 04 23.09558(W) AD(       ) 2
 ND0190  NAD 83(1995)-  42 09 12.74373(N)    080 04 23.09330(W) AD(       ) 2
 ND0190  NAD 83(1986)-  42 09 12.74456(N)    080 04 23.09371(W) AD(       ) 2
 ND0190  NAD 27      -  42 09 12.51080(N)    080 04 23.83809(W) AD(       ) 2
 ND0190  NGVD 29 (07/19/86)  175.     (m)          574.     (f) VERT ANG       
 ND0190
 ND0190.Superseded values are not recommended for survey control.
 ND0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0190.See file dsdata.txt to determine how the superseded data were derived.
 ND0190
 ND0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7658167240(NAD 83)
 ND0190_MARKER: DD = SURVEY DISK
 ND0190_SETTING: 0 = UNSPECIFIED SETTING
 ND0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ND0190
 ND0190  HISTORY     - Date     Condition        Report By
 ND0190  HISTORY     - 1975     MONUMENTED       USE
 ND0190  HISTORY     - 1975     GOOD             USLS
 ND0190
 ND0190                          STATION DESCRIPTION
 ND0190
 ND0190'DESCRIBED BY US LAKE SURVEY 1975
 ND0190'NO PREVIOUS DESCRIPTION.  THE STATION IS ON THE EASTERN
 ND0190'EXTREMITY OF THE SOUTH PIER AT THE ENTRANCE TO ERIE HARBOR.  THE
 ND0190'MARK IS A STANDARD BRONZE DISC STAMPED U.S.E.O. NO.11 LOCATED
 ND0190'ABOUT 3 METERS NORTH OF THE SOUTHERN EDGE.
 ND0190'
 ND0190'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 ND0190'ERIE, PA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0206 ***********************************************************************
 ND0206  DESIGNATION -  ERIE USEO 12 1975
 ND0206  PID         -  ND0206
 ND0206  STATE/COUNTY-  PA/ERIE
 ND0206  USGS QUAD   -  ERIE NORTH (1996)
 ND0206
 ND0206                         *CURRENT SURVEY CONTROL
 ND0206  ___________________________________________________________________
 ND0206* NAD 83(1992)-  42 09 22.10515(N)    080 04 15.58349(W)     ADJUSTED  
 ND0206* NAVD 88     -       175.     (meters)     574.     (feet)  VERTCON   
 ND0206  ___________________________________________________________________
 ND0206  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 ND0206  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 ND0206
 ND0206  HORZ ORDER  -  SECOND
 ND0206
 ND0206.The horizontal coordinates were established by classical geodetic methods
 ND0206.and adjusted by the National Geodetic Survey in June 2002..
 ND0206
 ND0206.The NAVD 88 height was computed by applying the VERTCON shift value to
 ND0206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ND0206
 ND0206.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0206
 ND0206.The geoid height was determined by GEOID03.
 ND0206
 ND0206;                    North         East     Units Scale Factor Converg.
 ND0206;SPC PA N     -   223,518.986   408,189.869   MT  1.00003997   -1 32 07.6
 ND0206;SPC PA N     -   733,328.54  1,339,202.93   sFT  1.00003997   -1 32 07.6
 ND0206;UTM  17      - 4,667,530.166   576,749.917   MT  0.99967248   +0 37 24.7
 ND0206
 ND0206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ND0206!SPC PA N     -   0.99997806  x   1.00003997  =   1.00001803
 ND0206!UTM  17      -   0.99997806  x   0.99967248  =   0.99965055
 ND0206
 ND0206|---------------------------------------------------------------------|
 ND0206| PID    Reference Object                     Distance      Geod. Az  |
 ND0206|                                                           dddmmss.s |
 ND0206| ND0190 ERIE USEO 11 1975                   336.453 METERS 21050     |
 ND0206| ND0189 ERIE USEO 623 1975                  164.059 METERS 23241     |
 ND0206|---------------------------------------------------------------------|
 ND0206
 ND0206                          SUPERSEDED SURVEY CONTROL
 ND0206
 ND0206  NAD 83(1996)-  42 09 22.10693(N)    080 04 15.58356(W) AD(       ) 2
 ND0206  NAD 83(1995)-  42 09 22.10669(N)    080 04 15.58128(W) AD(       ) 2
 ND0206  NAD 83(1986)-  42 09 22.10753(N)    080 04 15.58170(W) AD(       ) 2
 ND0206  NAD 27      -  42 09 21.87393(N)    080 04 16.32647(W) AD(       ) 2
 ND0206  NGVD 29 (07/19/86)  175.     (m)          574.     (f) VERT ANG       
 ND0206
 ND0206.Superseded values are not recommended for survey control.
 ND0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0206.See file dsdata.txt to determine how the superseded data were derived.
 ND0206
 ND0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7675067530(NAD 83)
 ND0206_MARKER: DD = SURVEY DISK
 ND0206_SETTING: 0 = UNSPECIFIED SETTING
 ND0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ND0206
 ND0206  HISTORY     - Date     Condition        Report By
 ND0206  HISTORY     - 1975     MONUMENTED       USE
 ND0206  HISTORY     - 1975     GOOD             USLS
 ND0206  HISTORY     - 19960710 GOOD             USPSQD
 ND0206
 ND0206                          STATION DESCRIPTION
 ND0206
 ND0206'DESCRIBED BY US LAKE SURVEY 1975
 ND0206'NO PREVIOUS DESCRIPTION.  THE STATION IS ON THE EASTERN
 ND0206'EXTREMITY OF THE NORTH PIER AT THE ENTRANCE TO ERIE HARBOR.  THE
 ND0206'MARK IS A STANDARD BRONZE DISK AT THE BASE OF THE ERIE HARBOR
 ND0206'PIERHEAD LIGHT STAMPED U.S.E.O. NO. 12 AND LOCATED ABOUT
 ND0206'1.5 METERS NORTH OF THE SOUTHERN EDGE OF THE PIER.
 ND0206'
 ND0206'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 ND0206'ERIE, PA.
 ND0206
 ND0206                          STATION RECOVERY (1996)
 ND0206
 ND0206'RECOVERY NOTE BY US POWER SQUADRON 1996
 ND0206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0191 ***********************************************************************
 ND0191  DESIGNATION -  ERIE USEO 13 1975
 ND0191  PID         -  ND0191
 ND0191  STATE/COUNTY-  PA/ERIE
 ND0191  USGS QUAD   -  ERIE NORTH (1996)
 ND0191
 ND0191                         *CURRENT SURVEY CONTROL
 ND0191  ___________________________________________________________________
 ND0191* NAD 83(1992)-  42 09 09.80484(N)    080 04 31.73935(W)     ADJUSTED  
 ND0191* NAVD 88     -       175.     (meters)     574.     (feet)  VERTCON   
 ND0191  ___________________________________________________________________
 ND0191  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 ND0191  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 ND0191
 ND0191  HORZ ORDER  -  SECOND
 ND0191
 ND0191.The horizontal coordinates were established by classical geodetic methods
 ND0191.and adjusted by the National Geodetic Survey in June 2002..
 ND0191
 ND0191.The NAVD 88 height was computed by applying the VERTCON shift value to
 ND0191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ND0191
 ND0191.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0191
 ND0191.The geoid height was determined by GEOID03.
 ND0191
 ND0191;                    North         East     Units Scale Factor Converg.
 ND0191;SPC PA N     -   223,149.535   407,808.896   MT  1.00003920   -1 32 18.2
 ND0191;SPC PA N     -   732,116.43  1,337,953.02   sFT  1.00003920   -1 32 18.2
 ND0191;UTM  17      - 4,667,146.767   576,383.267   MT  0.99967179   +0 37 13.7
 ND0191
 ND0191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ND0191!SPC PA N     -   0.99997806  x   1.00003920  =   1.00001726
 ND0191!UTM  17      -   0.99997806  x   0.99967179  =   0.99964986
 ND0191
 ND0191|---------------------------------------------------------------------|
 ND0191| PID    Reference Object                     Distance      Geod. Az  |
 ND0191|                                                           dddmmss.s |
 ND0191| ND0190 ERIE USEO 11 1975                   218.168 METERS 06527     |
 ND0191| ND0209 ERIE HARBOR LSC 1975                485.004 METERS 2574701.5 |
 ND0191|---------------------------------------------------------------------|
 ND0191
 ND0191                          SUPERSEDED SURVEY CONTROL
 ND0191
 ND0191  NAD 83(1996)-  42 09 09.80663(N)    080 04 31.73944(W) AD(       ) 2
 ND0191  NAD 83(1995)-  42 09 09.80640(N)    080 04 31.73716(W) AD(       ) 2
 ND0191  NAD 83(1986)-  42 09 09.80723(N)    080 04 31.73758(W) AD(       ) 2
 ND0191  NAD 27      -  42 09 09.57337(N)    080 04 32.48162(W) AD(       ) 2
 ND0191  NGVD 29 (07/19/86)  175.     (m)          574.     (f) VERT ANG       
 ND0191
 ND0191.Superseded values are not recommended for survey control.
 ND0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0191.See file dsdata.txt to determine how the superseded data were derived.
 ND0191
 ND0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7638367147(NAD 83)
 ND0191_MARKER: DD = SURVEY DISK
 ND0191_SETTING: 0 = UNSPECIFIED SETTING
 ND0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ND0191
 ND0191  HISTORY     - Date     Condition        Report By
 ND0191  HISTORY     - 1975     MONUMENTED       USE
 ND0191  HISTORY     - 1975     GOOD             USLS
 ND0191
 ND0191                          STATION DESCRIPTION
 ND0191
 ND0191'DESCRIBED BY US LAKE SURVEY 1975
 ND0191'NO PREVIOUS DESCRIPTION.  THE STATION IS LOCATED ON THE SOUTH
 ND0191'PIER AT THE ENTRANCE TO ERIE HARBOR.  THE MARK IS A STANDARD
 ND0191'BRONZE DISK APPROXIMATELY 225 METERS WEST OF THE EAST END OF
 ND0191'THE PIER, ABOUT 3 METERS NORTH OF THE SOUTHERN EDGE, ABOUT 3.5
 ND0191'METERS SOUTH OF THE NORTH EDGE, AND ABOUT 140 METERS EAST OF
 ND0191'THE ERIE HARBOR OUTER CHANNEL FRONT RANGE LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0193 ***********************************************************************
 ND0193  DESIGNATION -  ERIE USEO 2 1975
 ND0193  PID         -  ND0193
 ND0193  STATE/COUNTY-  PA/ERIE
 ND0193  USGS QUAD   -  ERIE NORTH (1996)
 ND0193
 ND0193                         *CURRENT SURVEY CONTROL
 ND0193  ___________________________________________________________________
 ND0193* NAD 83(1992)-  42 09 07.66223(N)    080 04 38.09866(W)     ADJUSTED  
 ND0193* NAVD 88     -       175.     (meters)     574.     (feet)  VERTCON   
 ND0193  ___________________________________________________________________
 ND0193  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 ND0193  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 ND0193
 ND0193  HORZ ORDER  -  SECOND
 ND0193
 ND0193.The horizontal coordinates were established by classical geodetic methods
 ND0193.and adjusted by the National Geodetic Survey in June 2002..
 ND0193
 ND0193.The NAVD 88 height was computed by applying the VERTCON shift value to
 ND0193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ND0193
 ND0193.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0193
 ND0193.The geoid height was determined by GEOID03.
 ND0193
 ND0193;                    North         East     Units Scale Factor Converg.
 ND0193;SPC PA N     -   223,087.369   407,661.164   MT  1.00003907   -1 32 22.4
 ND0193;SPC PA N     -   731,912.48  1,337,468.34   sFT  1.00003907   -1 32 22.4
 ND0193;UTM  17      - 4,667,079.104   576,238.034   MT  0.99967152   +0 37 09.4
 ND0193
 ND0193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ND0193!SPC PA N     -   0.99997806  x   1.00003907  =   1.00001713
 ND0193!UTM  17      -   0.99997806  x   0.99967152  =   0.99964959
 ND0193
 ND0193|---------------------------------------------------------------------|
 ND0193| PID    Reference Object                     Distance      Geod. Az  |
 ND0193|                                                           dddmmss.s |
 ND0193| ND0162 14                                  199.088 METERS 02620     |
 ND0193| ND0209 ERIE HARBOR LSC 1975                330.044 METERS 26339     |
 ND0193|---------------------------------------------------------------------|
 ND0193
 ND0193                          SUPERSEDED SURVEY CONTROL
 ND0193
 ND0193  NAD 83(1996)-  42 09 07.66403(N)    080 04 38.09876(W) AD(       ) 2
 ND0193  NAD 83(1995)-  42 09 07.66380(N)    080 04 38.09647(W) AD(       ) 2
 ND0193  NAD 83(1986)-  42 09 07.66461(N)    080 04 38.09691(W) AD(       ) 2
 ND0193  NAD 27      -  42 09 07.43068(N)    080 04 38.84071(W) AD(       ) 2
 ND0193  NGVD 29 (07/19/86)  175.     (m)          574.     (f) VERT ANG       
 ND0193
 ND0193.Superseded values are not recommended for survey control.
 ND0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0193.See file dsdata.txt to determine how the superseded data were derived.
 ND0193
 ND0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7623867079(NAD 83)
 ND0193_MARKER: DD = SURVEY DISK
 ND0193_SETTING: 0 = UNSPECIFIED SETTING
 ND0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ND0193
 ND0193  HISTORY     - Date     Condition        Report By
 ND0193  HISTORY     - 1975     MONUMENTED       USE
 ND0193  HISTORY     - 1975     GOOD             USLS
 ND0193
 ND0193                          STATION DESCRIPTION
 ND0193
 ND0193'DESCRIBED BY US LAKE SURVEY 1975
 ND0193'NO PREVIOUS DESCRIPTION.  THE STATION IS ON THE SOUTH PIER AT
 ND0193'THE ENTRANCE TO ERIE HARBOR.  THE MARK IS A STANDARD BRONZE
 ND0193'DISK DIRECTLY SOUTH OF THE COAST GUARD STATION ON THE NORTH
 ND0193'PIER, ABOUT 33 METERS WEST OF THE ERIE HARBOR OUTER CHANNEL
 ND0193'FRONT RANGE LIGHT, ABOUT 3 METERS NORTH OF THE SOUTHERN EDGE
 ND0193'OF THE PIER, AND APPROXIMATELY 2.5 METERS SOUTH OF THE NORTHERN
 ND0193'EDGE.
 ND0193'
 ND0193'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 ND0193'ERIE, PA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0189 ***********************************************************************
 ND0189  DESIGNATION -  ERIE USEO 623 1975
 ND0189  PID         -  ND0189
 ND0189  STATE/COUNTY-  PA/ERIE
 ND0189  USGS QUAD   -  ERIE NORTH (1996)
 ND0189
 ND0189                         *CURRENT SURVEY CONTROL
 ND0189  ___________________________________________________________________
 ND0189* NAD 83(1992)-  42 09 18.88186(N)    080 04 21.26685(W)     ADJUSTED  
 ND0189* NAVD 88     -       175.     (meters)     574.     (feet)  VERTCON   
 ND0189  ___________________________________________________________________
 ND0189  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 ND0189  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 ND0189
 ND0189  HORZ ORDER  -  SECOND
 ND0189
 ND0189.The horizontal coordinates were established by classical geodetic methods
 ND0189.and adjusted by the National Geodetic Survey in June 2002..
 ND0189
 ND0189.The NAVD 88 height was computed by applying the VERTCON shift value to
 ND0189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ND0189
 ND0189.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0189
 ND0189.The geoid height was determined by GEOID03.
 ND0189
 ND0189;                    North         East     Units Scale Factor Converg.
 ND0189;SPC PA N     -   223,423.062   408,056.767   MT  1.00003977   -1 32 11.3
 ND0189;SPC PA N     -   733,013.83  1,338,766.24   sFT  1.00003977   -1 32 11.3
 ND0189;UTM  17      - 4,667,429.333   576,620.570   MT  0.99967223   +0 37 20.9
 ND0189
 ND0189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ND0189!SPC PA N     -   0.99997806  x   1.00003977  =   1.00001783
 ND0189!UTM  17      -   0.99997806  x   0.99967223  =   0.99965030
 ND0189
 ND0189|---------------------------------------------------------------------|
 ND0189| PID    Reference Object                     Distance      Geod. Az  |
 ND0189|                                                           dddmmss.s |
 ND0189| ND0206 ERIE USEO 12 1975                   164.059 METERS 05241     |
 ND0189| ND0162 14                                  342.087 METERS 24038     |
 ND0189|---------------------------------------------------------------------|
 ND0189
 ND0189                          SUPERSEDED SURVEY CONTROL
 ND0189
 ND0189  NAD 83(1996)-  42 09 18.88365(N)    080 04 21.26692(W) AD(       ) 2
 ND0189  NAD 83(1995)-  42 09 18.88342(N)    080 04 21.26464(W) AD(       ) 2
 ND0189  NAD 83(1986)-  42 09 18.88426(N)    080 04 21.26504(W) AD(       ) 2
 ND0189  NAD 27      -  42 09 18.65058(N)    080 04 22.00958(W) AD(       ) 2
 ND0189  NGVD 29 (07/19/86)  175.     (m)          574.     (f) VERT ANG       
 ND0189
 ND0189.Superseded values are not recommended for survey control.
 ND0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0189.See file dsdata.txt to determine how the superseded data were derived.
 ND0189
 ND0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7662167429(NAD 83)
 ND0189_MARKER: DD = SURVEY DISK
 ND0189_SETTING: 0 = UNSPECIFIED SETTING
 ND0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ND0189
 ND0189  HISTORY     - Date     Condition        Report By
 ND0189  HISTORY     - 1975     MONUMENTED       USE
 ND0189  HISTORY     - 1975     GOOD             USLS
 ND0189  HISTORY     - 19960710 GOOD             USPSQD
 ND0189
 ND0189                          STATION DESCRIPTION
 ND0189
 ND0189'DESCRIBED BY US LAKE SURVEY 1975
 ND0189'NO PREVIOUS DESCRIPTION.  THE STATION IS ON THE NORTH PIER AT THE
 ND0189'ENTRANCE TO ERIE HARBOR.  THE MARK IS A STANDARD BRONZE DISK
 ND0189'STAMPED U.S.E.O. BUFFALO 623 AND IS LOCATED APPROXIMATELY 200
 ND0189'METERS FROM THE EXTREME EAST END OF THE PIER.
 ND0189'
 ND0189'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 ND0189'ERIE, PA.
 ND0189
 ND0189                          STATION RECOVERY (1996)
 ND0189
 ND0189'RECOVERY NOTE BY US POWER SQUADRON 1996
 ND0189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0233 ***********************************************************************
 ND0233  DESIGNATION -  ERIE YACHT CLUB BRKWTR LT
 ND0233  PID         -  ND0233
 ND0233  STATE/COUNTY-  PA/ERIE
 ND0233  USGS QUAD   -  SWANVILLE (1990)
 ND0233
 ND0233                         *CURRENT SURVEY CONTROL
 ND0233  ___________________________________________________________________
 ND0233* NAD 83(1992)-  42 07 24.66107(N)    080 07 48.80904(W)     ADJUSTED  
 ND0233* NAVD 88     -                                                        
 ND0233  ___________________________________________________________________
 ND0233  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 ND0233  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 ND0233
 ND0233  HORZ ORDER  -  THIRD
 ND0233
 ND0233.The horizontal coordinates were established by classical geodetic methods
 ND0233.and adjusted by the National Geodetic Survey in June 2002..
 ND0233.No horizontal observational check was made to the station.
 ND0233
 ND0233
 ND0233.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0233
 ND0233.The geoid height was determined by GEOID03.
 ND0233
 ND0233;                    North         East     Units Scale Factor Converg.
 ND0233;SPC PA N     -   220,029.396   403,196.719   MT  1.00003278   -1 34 28.6
 ND0233;SPC PA N     -   721,879.78  1,322,821.24   sFT  1.00003278   -1 34 28.6
 ND0233;UTM  17      - 4,663,856.344   571,893.531   MT  0.99966360   +0 35 00.3
 ND0233
 ND0233                          SUPERSEDED SURVEY CONTROL
 ND0233
 ND0233  NAD 83(1996)-  42 07 24.66304(N)    080 07 48.80930(W) AD(       ) 4
 ND0233  NAD 83(1995)-  42 07 24.66285(N)    080 07 48.80697(W) AD(       ) 4
 ND0233  NAD 83(1986)-  42 07 24.66272(N)    080 07 48.80633(W) AD(       ) 4
 ND0233  NAD 27      -  42 07 24.42713(N)    080 07 49.54321(W) AD(       ) 3
 ND0233
 ND0233.Superseded values are not recommended for survey control.
 ND0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0233.See file dsdata.txt to determine how the superseded data were derived.
 ND0233
 ND0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7189463856(NAD 83)
 ND0233_MARKER: 14 = NAVIGATION LIGHT
 ND0233
 ND0233  HISTORY     - Date     Condition        Report By
 ND0233  HISTORY     - 1975     FIRST OBSERVED   USLS
 ND0233
 ND0233                          STATION DESCRIPTION
 ND0233
 ND0233'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 ND0233'THE LIGHT ON THE NORTHEAST CORNER OF THE ERIE YACHT CLUB
 ND0233'BREAKWATER, LOCATED ON THE SOUTHERN SHORE OF ERIE HARBOR.  THE
 ND0233'LIGHT CONSISTS OF AN OCCULATING WHITE LIGHT ON A 15 FOOT HIGH
 ND0233'STEEL POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0234 ***********************************************************************
 ND0234  DESIGNATION -  ERIE YACHT CLUB ENTR E LT
 ND0234  PID         -  ND0234
 ND0234  STATE/COUNTY-  PA/ERIE
 ND0234  USGS QUAD   -  SWANVILLE (1990)
 ND0234
 ND0234                         *CURRENT SURVEY CONTROL
 ND0234  ___________________________________________________________________
 ND0234* NAD 83(1992)-  42 07 22.22905(N)    080 07 57.17829(W)     ADJUSTED  
 ND0234* NAVD 88     -                                                        
 ND0234  ___________________________________________________________________
 ND0234  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 ND0234  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 ND0234
 ND0234  HORZ ORDER  -  THIRD
 ND0234
 ND0234.The horizontal coordinates were established by classical geodetic methods
 ND0234.and adjusted by the National Geodetic Survey in June 2002..
 ND0234.No horizontal observational check was made to the station.
 ND0234
 ND0234
 ND0234.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0234
 ND0234.The geoid height was determined by GEOID03.
 ND0234
 ND0234;                    North         East     Units Scale Factor Converg.
 ND0234;SPC PA N     -   219,959.669   403,002.484   MT  1.00003263   -1 34 34.1
 ND0234;SPC PA N     -   721,651.01  1,322,183.98   sFT  1.00003263   -1 34 34.1
 ND0234;UTM  17      - 4,663,779.381   571,702.129   MT  0.99966326   +0 34 54.6
 ND0234
 ND0234                          SUPERSEDED SURVEY CONTROL
 ND0234
 ND0234  NAD 83(1996)-  42 07 22.23102(N)    080 07 57.17856(W) AD(       ) 4
 ND0234  NAD 83(1995)-  42 07 22.23083(N)    080 07 57.17623(W) AD(       ) 4
 ND0234  NAD 83(1986)-  42 07 22.23065(N)    080 07 57.17576(W) AD(       ) 4
 ND0234  NAD 27      -  42 07 21.99502(N)    080 07 57.91214(W) AD(       ) 3
 ND0234
 ND0234.Superseded values are not recommended for survey control.
 ND0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0234.See file dsdata.txt to determine how the superseded data were derived.
 ND0234
 ND0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7170263779(NAD 83)
 ND0234_MARKER: 14 = NAVIGATION LIGHT
 ND0234
 ND0234  HISTORY     - Date     Condition        Report By
 ND0234  HISTORY     - 1975     FIRST OBSERVED   USLS
 ND0234
 ND0234                          STATION DESCRIPTION
 ND0234
 ND0234'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 ND0234'THE EAST ENTRANCE LIGHT FOR THE ERIE YACHT CLUB ON THE SOUTHERN
 ND0234'SHORE OF ERIE HARBOR.  THE LIGHT CONSISTS OF A FIXED GREEN LIGHT
 ND0234'ON AN 8 FOOT HIGH STEEL LIGHT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0235 ***********************************************************************
 ND0235  DESIGNATION -  ERIE YACHT CLUB ENTR W LT
 ND0235  PID         -  ND0235
 ND0235  STATE/COUNTY-  PA/ERIE
 ND0235  USGS QUAD   -  SWANVILLE (1990)
 ND0235
 ND0235                         *CURRENT SURVEY CONTROL
 ND0235  ___________________________________________________________________
 ND0235* NAD 83(1992)-  42 07 21.81495(N)    080 07 58.24642(W)     ADJUSTED  
 ND0235* NAVD 88     -                                                        
 ND0235  ___________________________________________________________________
 ND0235  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 ND0235  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 ND0235
 ND0235  HORZ ORDER  -  THIRD
 ND0235
 ND0235.The horizontal coordinates were established by classical geodetic methods
 ND0235.and adjusted by the National Geodetic Survey in June 2002..
 ND0235.No horizontal observational check was made to the station.
 ND0235
 ND0235
 ND0235.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0235
 ND0235.The geoid height was determined by GEOID03.
 ND0235
 ND0235;                    North         East     Units Scale Factor Converg.
 ND0235;SPC PA N     -   219,947.571   402,977.606   MT  1.00003260   -1 34 34.9
 ND0235;SPC PA N     -   721,611.32  1,322,102.36   sFT  1.00003260   -1 34 34.9
 ND0235;UTM  17      - 4,663,766.360   571,677.734   MT  0.99966322   +0 34 53.9
 ND0235
 ND0235                          SUPERSEDED SURVEY CONTROL
 ND0235
 ND0235  NAD 83(1996)-  42 07 21.81693(N)    080 07 58.24669(W) AD(       ) 4
 ND0235  NAD 83(1995)-  42 07 21.81674(N)    080 07 58.24436(W) AD(       ) 4
 ND0235  NAD 83(1986)-  42 07 21.81654(N)    080 07 58.24392(W) AD(       ) 4
 ND0235  NAD 27      -  42 07 21.58091(N)    080 07 58.98023(W) AD(       ) 3
 ND0235
 ND0235.Superseded values are not recommended for survey control.
 ND0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0235.See file dsdata.txt to determine how the superseded data were derived.
 ND0235
 ND0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7167863766(NAD 83)
 ND0235_MARKER: 14 = NAVIGATION LIGHT
 ND0235
 ND0235  HISTORY     - Date     Condition        Report By
 ND0235  HISTORY     - 1975     FIRST OBSERVED   USLS
 ND0235
 ND0235                          STATION DESCRIPTION
 ND0235
 ND0235'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 ND0235'THE WEST ENTRANCE LIGHT FOR THE ERIE YACHT CLUB ON THE
 ND0235'SOUTHERN SHORE OF ERIE HARBOR.  THE LIGHT CONSISTS OF A FIXED RED
 ND0235'LIGHT ON AN 8 FOOT HIGH STEEL LIGHT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB2081 ***********************************************************************
 MB2081  DESIGNATION -  ESPY
 MB2081  PID         -  MB2081
 MB2081  STATE/COUNTY-  PA/CRAWFORD
 MB2081  USGS QUAD   -  LEON (1994)
 MB2081
 MB2081                         *CURRENT SURVEY CONTROL
 MB2081  ___________________________________________________________________
 MB2081* NAD 83(1992)-  41 37 43.44703(N)    080 30 09.00973(W)     ADJUSTED  
 MB2081* NAVD 88     -       306.     (meters)    1004.     (feet)  SCALED    
 MB2081  ___________________________________________________________________
 MB2081  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 MB2081  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 MB2081
 MB2081  HORZ ORDER  -  THIRD
 MB2081
 MB2081.The horizontal coordinates were established by classical geodetic methods
 MB2081.and adjusted by the National Geodetic Survey in June 2002..
 MB2081
 MB2081.The orthometric height was scaled from a topographic map.
 MB2081
 MB2081.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB2081
 MB2081.The geoid height was determined by GEOID03.
 MB2081
 MB2081;                    North         East     Units Scale Factor Converg.
 MB2081;SPC PA N     -   166,013.813   370,679.237   MT  0.99996362   -1 49 15.2
 MB2081;SPC PA N     -   544,663.65  1,216,136.80   sFT  0.99996362   -1 49 15.2
 MB2081;SPC OH N     -   219,791.210   766,435.947   MT  0.99998704   +1 18 44.1
 MB2081;UTM  17      - 4,608,675.983   541,440.230   MT  0.99962113   +0 19 49.8
 MB2081
 MB2081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB2081!SPC PA N     -   0.99995735  x   0.99996362  =   0.99992097
 MB2081!SPC OH N     -   0.99995735  x   0.99998704  =   0.99994439
 MB2081!UTM  17      -   0.99995735  x   0.99962113  =   0.99957850
 MB2081
 MB2081:                Primary Azimuth Mark                     Grid Az
 MB2081:SPC PA N     -  ANDOVER MUNICIPAL TOWER                  254 19 43.3
 MB2081:SPC OH N     -  ANDOVER MUNICIPAL TOWER                  251 11 44.0
 MB2081:UTM  17      -  ANDOVER MUNICIPAL TOWER                  252 10 38.3
 MB2081
 MB2081|---------------------------------------------------------------------|
 MB2081| PID    Reference Object                     Distance      Geod. Az  |
 MB2081|                                                           dddmmss.s |
 MB2081| MB2086 ANDOVER MUNICIPAL TOWER             APPROX. 6.2 KM 2523028.1 |
 MB2081|---------------------------------------------------------------------|
 MB2081
 MB2081                          SUPERSEDED SURVEY CONTROL
 MB2081
 MB2081  NAD 83(1995)-  41 37 43.44701(N)    080 30 09.00970(W) AD(       ) 3
 MB2081  NAD 83(1986)-  41 37 43.45191(N)    080 30 09.00488(W) AD(       ) 3
 MB2081  NAD 27      -  41 37 43.25200(N)    080 30 09.75500(W) AD(       ) 3
 MB2081
 MB2081.Superseded values are not recommended for survey control.
 MB2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB2081.See file dsdata.txt to determine how the superseded data were derived.
 MB2081
 MB2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG4144008676(NAD 83)
 MB2081_MARKER: Z = SEE DESCRIPTION
 MB2081_SETTING: 0 = UNSPECIFIED SETTING
 MB2081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB2081
 MB2081  HISTORY     - Date     Condition        Report By
 MB2081  HISTORY     - 1941     MONUMENTED       PADFW
 MB2081
 MB2081                          STATION DESCRIPTION
 MB2081
 MB2081'DESCRIBED BY PA DEPT FORESTS WTRS 1941
 MB2081'REACHED FROM ESPYVILLE BY GOING W ON ROUTE 285 FOR 0.6 MILE (E END OF
 MB2081'CAUSEWAY), THENCE N ON TOWNSHIP ROAD FOR 1.8 MILES TO A
 MB2081'T-INTERSECTION OF ROADS, THENCE W FOR 0.1 MILE TO WATERS EDGE OF
 MB2081'RESERVOIR.  THE STATION IS N OF HERE ABOUT 700 FEET AND LOCATED
 MB2081'ON A ROUNDED POINT OF LAND IN LOW MARSHY GROUND IMMEDIATELY INSHORE
 MB2081'FROM THE SHORE LINE DEBRIS, AND IN THE BRUSH W OF A HIGHER WOODED
 MB2081'TRACT.
 MB2081'
 MB2081'THE STATION IS MARKED WITH A PA. COORDINATE SYSTEM BRONZE TABLET, SET
 MB2081'IN THE TOP OF A 6- BY 6- BY 42-INCH CONCRETE MONUMENT
 MB2081'PROTRUDING 6 INCHES ABOVE GROUND LEVEL.
 MB2081'
 MB2081'NO SUBSURFACE MARK WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0764 ***********************************************************************
 JU0764  DESIGNATION -  ESSINGTON
 JU0764  PID         -  JU0764
 JU0764  STATE/COUNTY-  PA/DELAWARE
 JU0764  USGS QUAD   -  BRIDGEPORT (1995)
 JU0764
 JU0764                         *CURRENT SURVEY CONTROL
 JU0764  ___________________________________________________________________
 JU0764* NAD 83(1992)-  39 51 41.73421(N)    075 17 28.55342(W)     ADJUSTED  
 JU0764* NAVD 88     -         1.979  (meters)       6.49   (feet)  ADJUSTED  
 JU0764  ___________________________________________________________________
 JU0764  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 JU0764  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JU0764  DYNAMIC HT  -           1.978 (meters)       6.49  (feet)  COMP
 JU0764  MODELED GRAV-     980,176.1   (mgal)                       NAVD 88
 JU0764
 JU0764  HORZ ORDER  -  SECOND
 JU0764  VERT ORDER  -  FIRST     CLASS I
 JU0764
 JU0764.The horizontal coordinates were established by classical geodetic methods
 JU0764.and adjusted by the National Geodetic Survey in June 2002..
 JU0764
 JU0764.The orthometric height was determined by differential leveling
 JU0764.and adjusted by the National Geodetic Survey in June 1991..
 JU0764.WARNING-Repeat measurements at this control monument indicate possible
 JU0764.vertical movement.
 JU0764
 JU0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0764
 JU0764.The geoid height was determined by GEOID03.
 JU0764
 JU0764.The dynamic height is computed by dividing the NAVD 88
 JU0764.geopotential number by the normal gravity value computed on the
 JU0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0764.degrees latitude (g = 980.6199 gals.).
 JU0764
 JU0764.The modeled gravity was interpolated from observed gravity values.
 JU0764
 JU0764;                    North         East     Units Scale Factor Converg.
 JU0764;SPC PA S     -    61,583.869   810,359.517   MT  1.00001199   +1 35 42.8
 JU0764;SPC PA S     -   202,046.41  2,658,654.52   sFT  1.00001199   +1 35 42.8
 JU0764;SPC NJ       -   114,447.767    82,301.002   MT  0.99995641   -0 30 25.8
 JU0764;SPC NJ       -   375,484.05    270,015.87   sFT  0.99995641   -0 30 25.8
 JU0764;SPC DE       -   206,669.699   210,730.083   MT  0.99999642   +0 04 49.3
 JU0764;SPC DE       -   678,048.84    691,370.28   sFT  0.99999642   +0 04 49.3
 JU0764;UTM  18      - 4,412,436.146   475,087.578   MT  0.99960764   -0 11 12.1
 JU0764
 JU0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0764!SPC PA S     -   1.00000486  x   1.00001199  =   1.00001685
 JU0764!SPC NJ       -   1.00000486  x   0.99995641  =   0.99996127
 JU0764!SPC DE       -   1.00000486  x   0.99999642  =   1.00000128
 JU0764!UTM  18      -   1.00000486  x   0.99960764  =   0.99961250
 JU0764
 JU0764|---------------------------------------------------------------------|
 JU0764| PID    Reference Object                     Distance      Geod. Az  |
 JU0764|                                                           dddmmss.s |
 JU0764| JU0763 ESSINGTON RM 1                       42.415 METERS 01908     |
 JU0764| JU3177 FT MIFFLIN WATER TANK               APPROX. 7.2 KM 0765832.2 |
 JU0764| JU0762 ESSINGTON AZ MK                                    0791636.0 |
 JU0764| JU0765 ESSINGTON RM 2                       28.017 METERS 13907     |
 JU0764| JU3276 ESSINGTON WESTINGHOUSE TANK         214.606 METERS 32855     |
 JU0764|---------------------------------------------------------------------|
 JU0764
 JU0764                          SUPERSEDED SURVEY CONTROL
 JU0764
 JU0764  NAD 83(1996)-  39 51 41.73664(N)    075 17 28.55210(W) AD(       ) 2
 JU0764  NAD 83(1991)-  39 51 41.73399(N)    075 17 28.55303(W) AD(       ) 2
 JU0764  NAD 83(1986)-  39 51 41.72964(N)    075 17 28.55794(W) AD(       ) 2
 JU0764  NAD 27      -  39 51 41.32510(N)    075 17 29.88680(W) AD(       ) 2
 JU0764  NGVD 29 (??/??/??)    2.277  (m)            7.47   (f) ADJUSTED    1 1
 JU0764
 JU0764.Superseded values are not recommended for survey control.
 JU0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0764.See file dsdata.txt to determine how the superseded data were derived.
 JU0764
 JU0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7508812436(NAD 83)
 JU0764_MARKER: DS = TRIANGULATION STATION DISK
 JU0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0764_STAMPING: ESSINGTON 1961
 JU0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0764+STABILITY: SURFACE MOTION
 JU0764
 JU0764  HISTORY     - Date     Condition        Report By
 JU0764  HISTORY     - 1961     MONUMENTED       CGS
 JU0764  HISTORY     - 1961     GOOD             AEROS
 JU0764  HISTORY     - 1961     GOOD             CGS
 JU0764  HISTORY     - 1963     GOOD             CGS
 JU0764  HISTORY     - 1964     GOOD             CGS
 JU0764  HISTORY     - 19950124 MARK NOT FOUND   NJGS
 JU0764
 JU0764                          STATION DESCRIPTION
 JU0764
 JU0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 JU0764'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF ESSINGTON, 4.0
 JU0764'MILES EAST OF CHESTER, 9-1/2 MILES SOUTHWEST OF PHILADELPHIA
 JU0764'ON THE WEST EDGE OF THE WESTINGHOUSE ELECTRIC COMPANY PARKING LOT.
 JU0764'
 JU0764'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 291 AND STATE
 JU0764'HIGHWAY 420, WANAMAKER AVENUE 3.7 MILES EASTERLY OF
 JU0764'CHESTER, GO SOUTH ON WANNAMAKER AVENUE FOR 0.3 MILE TO A
 JU0764'T-INTERSECTION, 2ND STREET. TURN LEFT AND GO EAST ON 2ND
 JU0764'STREET FOR 0.55 MILE TO THE WEST EDGE OF THE WESTINGHOUSE ELECTRIC
 JU0764'COMPANY PARKING LOT AND THE STATION ON THE RIGHT AS DESCRIBED.
 JU0764'
 JU0764'THE STATION MARK, IS A STANDARD DISK STAMPED ESSINGTON 1961, SET IN
 JU0764'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 JU0764'GROUND SURFACE. IT IS 17.6 FEET EAST OF A NORTH AND SOUTH FENCE LINE,
 JU0764'32.0 FEET NORTH OF 10-INCH POPLAR TREE AND 90.6 FEET
 JU0764'SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF A CYCLONE FENCE.
 JU0764'
 JU0764'REFERENCE MARK 1, IS A STANDARD DISK STAMPED ESSINGTON NO 1 1961, SET
 JU0764'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 JU0764'GROUND SURFACE. IT IS 5.9 FEET SOUTH OF THE EAST AND WEST CYCLONE
 JU0764'FENCE LINE, 22.6 FEET EAST OF THE DRIVEWAY ENTRANCE TO THE
 JU0764'WESTINGHOUSE ELECTRIC PLANT, 96.6 FEET NORTHEAST OF THE NORTHEAST
 JU0764'CYCLONE FENCE CORNER AND ABOUT 4 FEET HIGHER THAN THE
 JU0764'STATION MARK.
 JU0764'
 JU0764'REFERENCE MARK 2, IS A STANDARD DISK STAMPED ESSINGTON NO 2 1961, SET
 JU0764'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 JU0764'GROUND SURFACE. IT IS 57.6 FEET EAST OF THE NORTH AND SOUTH CYCLONE
 JU0764'FENCE LINE, 64.0 FEET SOUTHEAST OF THE 10-INCH POPLAR
 JU0764'TREE, 181.6 FEET SOUTH-SOUTHEAST OF THE NORTHEAST CYCLONE FENCE
 JU0764'CORNER AND IS ABOUT 3 FEET LOWER THAN THE STATION MARK.
 JU0764'
 JU0764'AZIMUTH MARK, IS A STANDARD DISK STAMPED ESSINGTON 1961, SET IN TOP
 JU0764'OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 JU0764'SURFACE. IT IS 1.6 FEET NORTHEAST OF A STANDARD METAL WITNESS POST
 JU0764'AND MARKER, 27.0 FEET SOUTH OF THE CENTER LINE OF 2ND STREET
 JU0764'AND 130.0 FEET SOUTHEAST OF THE EAST ENTRANCE TO THE PARKING LOT.
 JU0764'
 JU0764'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON 2ND STREET FOR
 JU0764'0.2 MILE TO THE AZIMUTH MARK AND WITNESS POST ON THE RIGHT.
 JU0764'
 JU0764'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 JU0764
 JU0764                          STATION RECOVERY (1961)
 JU0764
 JU0764'RECOVERY NOTE BY AERO SERVICE CORPORATION 1961
 JU0764'FOUND AS DESCRIBED.
 JU0764
 JU0764                          STATION RECOVERY (1961)
 JU0764
 JU0764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JU0764'AT ESSINGTON.
 JU0764'SET IN THE SOUTHEAST SECTION OF ESSINGTON AT WESTINGHOUSE ELECTRIC
 JU0764'COMPANIES BUILDING AND PARKING LOT, ON THE WEST SIDE OF THE
 JU0764'PARKING LOT, 17 1/2 FEET EAST OF A FENCE, 32 FEET NORTH OF A 1
 JU0764'FOOT TREE, 90 1/2 FEET SOUTH SOUTHEAST OF THE NORTHEAST CORNER
 JU0764'OF A FENCE, 105 FEET SOUTH OF THE CENTERLINE OF THE ROAD ALONG THE
 JU0764'SOUTH SIDE OF THE WESTINGHOUSE BUILDING AND SET IN A CONCRETE POST
 JU0764'FLUSH WITH THE GROUND.  140 FEET SOUTH SOUTHWEST AND ACROSS THE
 JU0764'ROAD FROM RM 1, 92 FEET NORTHWEST OF RM NO 2.
 JU0764
 JU0764                          STATION RECOVERY (1963)
 JU0764
 JU0764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JU0764'RECOVERED IN GOOD CONDITION.
 JU0764
 JU0764                          STATION RECOVERY (1964)
 JU0764
 JU0764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRG)
 JU0764'THE STATION AND THE TWO REFERENCE MARKS WERE RECOVERED IN GOOD
 JU0764'CONDITION.
 JU0764
 JU0764                          STATION RECOVERY (1995)
 JU0764
 JU0764'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0764'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0764'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0762 ***********************************************************************
 JU0762  DESIGNATION -  ESSINGTON AZ MK
 JU0762  PID         -  JU0762
 JU0762  STATE/COUNTY-  PA/DELAWARE
 JU0762  USGS QUAD   -  BRIDGEPORT (1995)
 JU0762
 JU0762                         *CURRENT SURVEY CONTROL
 JU0762  ___________________________________________________________________
 JU0762* NAD 83(1986)-  39 51 44.     (N)    075 17 09.     (W)     SCALED    
 JU0762* NAVD 88     -         2.727  (meters)       8.95   (feet)  ADJUSTED  
 JU0762  ___________________________________________________________________
 JU0762  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JU0762  DYNAMIC HT  -           2.725 (meters)       8.94  (feet)  COMP
 JU0762  MODELED GRAV-     980,176.6   (mgal)                       NAVD 88
 JU0762
 JU0762  VERT ORDER  -  FIRST     CLASS I
 JU0762
 JU0762.The horizontal coordinates were scaled from a topographic map and have
 JU0762.an estimated accuracy of +/- 6 seconds.
 JU0762
 JU0762.The orthometric height was determined by differential leveling
 JU0762.and adjusted by the National Geodetic Survey in June 1991..
 JU0762
 JU0762.The geoid height was determined by GEOID03.
 JU0762
 JU0762.The dynamic height is computed by dividing the NAVD 88
 JU0762.geopotential number by the normal gravity value computed on the
 JU0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0762.degrees latitude (g = 980.6199 gals.).
 JU0762
 JU0762.The modeled gravity was interpolated from observed gravity values.
 JU0762
 JU0762;                    North         East    Units  Estimated Accuracy
 JU0762;SPC PA S     -    61,670.      810,820.      MT  (+/- 180 meters Scaled)
 JU0762
 JU0762                          SUPERSEDED SURVEY CONTROL
 JU0762
 JU0762  NGVD 29 (??/??/??)    3.025  (m)            9.92   (f) ADJUSTED    1 1
 JU0762
 JU0762.Superseded values are not recommended for survey control.
 JU0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0762.See file dsdata.txt to determine how the superseded data were derived.
 JU0762
 JU0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK755125(NAD 83)
 JU0762_MARKER: DZ = AZIMUTH MARK DISK
 JU0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0762_STAMPING: ESSINGTON 1961
 JU0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0762+STABILITY: SURFACE MOTION
 JU0762
 JU0762  HISTORY     - Date     Condition        Report By
 JU0762  HISTORY     - 1961     MONUMENTED       CGS
 JU0762  HISTORY     - 1963     GOOD             CGS
 JU0762  HISTORY     - 19950124 MARK NOT FOUND   NJGS
 JU0762
 JU0762                          STATION DESCRIPTION
 JU0762
 JU0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0762'AT ESSINGTON.
 JU0762'AT ESSINGTON, IN THE SOUTHEAST SECTION OF THE TOWN, AT THE EAST
 JU0762'EDGE OF WESTINGHOUSE ELECTRIC COMPANYS PARKING LOT, (THE LOT IS
 JU0762'LOCATED ON SOUTH SIDE OF THEIR BUILDING), ABOUT 0.2 MILE EAST
 JU0762'ALONG A BLACK TOP STREET ON SOUTH SIDE OF BUILDING FROM
 JU0762'TRIANGULATION STATION ESSINGTON DESCRIBED, 130 FEET EAST OF CENTER
 JU0762'LINE OF EASTERN MOST ENTRANCE TO THE PARKING LOT, 28 FEET SOUTH OF
 JU0762'CENTER LINE OF STREET, 1 FOOT ABOVE LEVEL OF STREET, AND SET IN
 JU0762'THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
 JU0762
 JU0762                          STATION RECOVERY (1995)
 JU0762
 JU0762'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0762'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 JU0762'SEARCH BY A TWO MAN PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0763 ***********************************************************************
 JU0763  DESIGNATION -  ESSINGTON RM 1
 JU0763  PID         -  JU0763
 JU0763  STATE/COUNTY-  PA/DELAWARE
 JU0763  USGS QUAD   -  BRIDGEPORT (1995)
 JU0763
 JU0763                         *CURRENT SURVEY CONTROL
 JU0763  ___________________________________________________________________
 JU0763* NAD 83(1986)-  39 51 41.     (N)    075 17 26.     (W)     SCALED    
 JU0763* NAVD 88     -         3.165  (meters)      10.38   (feet)  ADJUSTED  
 JU0763  ___________________________________________________________________
 JU0763  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JU0763  DYNAMIC HT  -           3.163 (meters)      10.38  (feet)  COMP
 JU0763  MODELED GRAV-     980,176.1   (mgal)                       NAVD 88
 JU0763
 JU0763  VERT ORDER  -  FIRST     CLASS I
 JU0763
 JU0763.The horizontal coordinates were scaled from a topographic map and have
 JU0763.an estimated accuracy of +/- 6 seconds.
 JU0763
 JU0763.The orthometric height was determined by differential leveling
 JU0763.and adjusted by the National Geodetic Survey in June 1991..
 JU0763
 JU0763.The geoid height was determined by GEOID03.
 JU0763
 JU0763.The dynamic height is computed by dividing the NAVD 88
 JU0763.geopotential number by the normal gravity value computed on the
 JU0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0763.degrees latitude (g = 980.6199 gals.).
 JU0763
 JU0763.The modeled gravity was interpolated from observed gravity values.
 JU0763
 JU0763;                    North         East    Units  Estimated Accuracy
 JU0763;SPC PA S     -    61,560.      810,420.      MT  (+/- 180 meters Scaled)
 JU0763
 JU0763                          SUPERSEDED SURVEY CONTROL
 JU0763
 JU0763  NGVD 29 (??/??/??)    3.463  (m)           11.36   (f) ADJUSTED    1 1
 JU0763
 JU0763.Superseded values are not recommended for survey control.
 JU0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0763.See file dsdata.txt to determine how the superseded data were derived.
 JU0763
 JU0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK751124(NAD 83)
 JU0763_MARKER: DR = REFERENCE MARK DISK
 JU0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0763_STAMPING: ESSINGTON NO 1 1961
 JU0763_MARK LOGO: CGS   
 JU0763_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0763+STABILITY: SURFACE MOTION
 JU0763_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0763+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1995
 JU0763
 JU0763  HISTORY     - Date     Condition        Report By
 JU0763  HISTORY     - 1961     MONUMENTED       CGS
 JU0763  HISTORY     - 1963     GOOD             CGS
 JU0763  HISTORY     - 19950124 GOOD             NJGS
 JU0763
 JU0763                          STATION DESCRIPTION
 JU0763
 JU0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0763'AT ESSINGTON.
 JU0763'LOCATED IN THE SOUTH EAST SECTION OF ESSINGTON AT THE WESTINGHOUSE
 JU0763'ELECTRIC CO. BUILDING AND PARKING LOT, 22 1/2 FOOT EAST OF THE
 JU0763'DRIVE ENTRANCE TO THE PLANT, ABOUT 140 FEET NORTH-NORTHEAST AND
 JU0763'ACROSS THE ROAD FROM THE STATION, 6 FEET SOUTH OF THE EAST-WEST
 JU0763'FENCE LINE, STANDARD REFERENCE MARK DISK SET IN TOP OF CONCRETE
 JU0763'POST FLUSH WITH THE GROUND, STAMPED ESSINGTON NO. 1 1961
 JU0763
 JU0763                          STATION RECOVERY (1963)
 JU0763
 JU0763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JU0763'RECOVERED IN GOOD CONDITION.
 JU0763
 JU0763                          STATION RECOVERY (1995)
 JU0763
 JU0763'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0763'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0765 ***********************************************************************
 JU0765  DESIGNATION -  ESSINGTON RM 2
 JU0765  PID         -  JU0765
 JU0765  STATE/COUNTY-  PA/DELAWARE
 JU0765  USGS QUAD   -  BRIDGEPORT (1995)
 JU0765
 JU0765                         *CURRENT SURVEY CONTROL
 JU0765  ___________________________________________________________________
 JU0765* NAD 83(1986)-  39 51 41.     (N)    075 17 26.     (W)     SCALED    
 JU0765* NAVD 88     -         1.572  (meters)       5.16   (feet)  ADJUSTED  
 JU0765  ___________________________________________________________________
 JU0765  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JU0765  DYNAMIC HT  -           1.572 (meters)       5.16  (feet)  COMP
 JU0765  MODELED GRAV-     980,176.1   (mgal)                       NAVD 88
 JU0765
 JU0765  VERT ORDER  -  FIRST     CLASS I
 JU0765
 JU0765.The horizontal coordinates were scaled from a topographic map and have
 JU0765.an estimated accuracy of +/- 6 seconds.
 JU0765
 JU0765.The orthometric height was determined by differential leveling
 JU0765.and adjusted by the National Geodetic Survey in June 1991..
 JU0765.WARNING-Repeat measurements at this control monument indicate possible
 JU0765.vertical movement.
 JU0765
 JU0765.The geoid height was determined by GEOID03.
 JU0765
 JU0765.The dynamic height is computed by dividing the NAVD 88
 JU0765.geopotential number by the normal gravity value computed on the
 JU0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0765.degrees latitude (g = 980.6199 gals.).
 JU0765
 JU0765.The modeled gravity was interpolated from observed gravity values.
 JU0765
 JU0765;                    North         East    Units  Estimated Accuracy
 JU0765;SPC PA S     -    61,560.      810,420.      MT  (+/- 180 meters Scaled)
 JU0765
 JU0765                          SUPERSEDED SURVEY CONTROL
 JU0765
 JU0765  NGVD 29 (??/??/??)    1.870  (m)            6.14   (f) ADJUSTED    1 1
 JU0765
 JU0765.Superseded values are not recommended for survey control.
 JU0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0765.See file dsdata.txt to determine how the superseded data were derived.
 JU0765
 JU0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK751124(NAD 83)
 JU0765_MARKER: DR = REFERENCE MARK DISK
 JU0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0765_STAMPING: ESSINGTON NO 2 1961
 JU0765_MARK LOGO: CGS   
 JU0765_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0765+STABILITY: SURFACE MOTION
 JU0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0765+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1995
 JU0765
 JU0765  HISTORY     - Date     Condition        Report By
 JU0765  HISTORY     - 1961     MONUMENTED       CGS
 JU0765  HISTORY     - 1963     GOOD             CGS
 JU0765  HISTORY     - 19950124 GOOD             NJGS
 JU0765
 JU0765                          STATION DESCRIPTION
 JU0765
 JU0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0765'AT ESSINGTON.
 JU0765'LOCATED IN THE SOUTH EAST SECTION OF ESSINGTON AT THE WESTINGHOUSE
 JU0765'ELECTRIC CO. BUILDING AND PARKING LOT, 92 FEET SOUTHEAST OF THE
 JU0765'STATION, ABOUT 63 1/2 FEET SOUTH EAST OF A SMALL POPLAR TREE,
 JU0765'57 1/2 FEET EAST OF NORTH-SOUTH FENCE LINE, STANDARD REFERENCE
 JU0765'MARK DISK SET IN TOP OF CONCRETE POST FLUSH WITH THE GROUND.
 JU0765'STAMPED ESSINGTON NO. 2 1961
 JU0765
 JU0765                          STATION RECOVERY (1963)
 JU0765
 JU0765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JU0765'RECOVERED IN GOOD CONDITION.
 JU0765
 JU0765                          STATION RECOVERY (1995)
 JU0765
 JU0765'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0765'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3276 ***********************************************************************
 JU3276  DESIGNATION -  ESSINGTON WESTINGHOUSE TANK
 JU3276  PID         -  JU3276
 JU3276  STATE/COUNTY-  PA/DELAWARE
 JU3276  USGS QUAD   -  BRIDGEPORT (1995)
 JU3276
 JU3276                         *CURRENT SURVEY CONTROL
 JU3276  ___________________________________________________________________
 JU3276* NAD 83(1992)-  39 51 47.69380(N)    075 17 33.21401(W)     ADJUSTED  
 JU3276* NAVD 88     -                                                        
 JU3276  ___________________________________________________________________
 JU3276  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 JU3276  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JU3276
 JU3276  HORZ ORDER  -  THIRD
 JU3276
 JU3276.The horizontal coordinates were established by classical geodetic methods
 JU3276.and adjusted by the National Geodetic Survey in June 2002..
 JU3276
 JU3276
 JU3276.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3276
 JU3276.The geoid height was determined by GEOID03.
 JU3276
 JU3276;                    North         East     Units Scale Factor Converg.
 JU3276;SPC PA S     -    61,764.524   810,243.670   MT  1.00001170   +1 35 39.7
 JU3276;SPC PA S     -   202,639.11  2,658,274.44   sFT  1.00001170   +1 35 39.7
 JU3276;SPC NJ       -   114,632.540    82,191.866   MT  0.99995659   -0 30 28.9
 JU3276;SPC NJ       -   376,090.26    269,657.81   sFT  0.99995659   -0 30 28.9
 JU3276;SPC DE       -   206,853.351   210,619.054   MT  0.99999639   +0 04 46.4
 JU3276;SPC DE       -   678,651.37    691,006.01   sFT  0.99999639   +0 04 46.4
 JU3276;UTM  18      - 4,412,620.242   474,977.448   MT  0.99960771   -0 11 15.1
 JU3276
 JU3276                          SUPERSEDED SURVEY CONTROL
 JU3276
 JU3276  NAD 83(1996)-  39 51 47.69530(N)    075 17 33.21297(W) AD(       ) 4
 JU3276  NAD 83(1991)-  39 51 47.69259(N)    075 17 33.21399(W) AD(       ) 4
 JU3276  NAD 83(1986)-  39 51 47.68853(N)    075 17 33.21795(W) AD(       ) 4
 JU3276  NAD 27      -  39 51 47.28300(N)    075 17 34.54500(W) AD(       ) 3
 JU3276
 JU3276.Superseded values are not recommended for survey control.
 JU3276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3276.See file dsdata.txt to determine how the superseded data were derived.
 JU3276
 JU3276_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7497712620(NAD 83)
 JU3276_MARKER: 53 = ELEVATED TANK
 JU3276
 JU3276  HISTORY     - Date     Condition        Report By
 JU3276  HISTORY     - 1961     FIRST OBSERVED   CGS
 JU3276  HISTORY     - 19980313 GOOD             USPSQD
 JU3276
 JU3276                          STATION DESCRIPTION
 JU3276
 JU3276'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3276'THE STATION IS THE BALL SHAPED VENT AT THE APEX AND CENTER OF THE
 JU3276'ROOF OF THE WESTINGHOUSE ELECTRIC COMPANY WATER TANK.  LOCATED
 JU3276'AT ESSINGTON AND IN THE SOUTH SECTION OF ESSINGTON.  THE STRUCTURE IS
 JU3276'A 4-LACED CHANNEL COLUMN STEEL LEGGED STRUCTURE WITH A
 JU3276'HEMISPHERICAL BOTTOM AND CONE ROOF TANK MOUNTED AT THEIR APEX AND AT
 JU3276'THE APEX AND CENTER OF THE ROOF IS A BALL SHAPED VENT. THE
 JU3276'STRUCTURE IS PAINTED CHECKERED ORANGE AND WHITE WITH AN OVERALL
 JU3276'HEIGHT OF APPROXIMATELY 150.0 FEET.
 JU3276
 JU3276                          STATION RECOVERY (1998)
 JU3276
 JU3276'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3277 ***********************************************************************
 JU3277  DESIGNATION -  ESSINGTON WESTINGHSE ELEC TK
 JU3277  PID         -  JU3277
 JU3277  STATE/COUNTY-  PA/DELAWARE
 JU3277  USGS QUAD   -  BRIDGEPORT (1995)
 JU3277
 JU3277                         *CURRENT SURVEY CONTROL
 JU3277  ___________________________________________________________________
 JU3277* NAD 83(1992)-  39 51 54.02030(N)    075 17 12.82466(W)     ADJUSTED  
 JU3277* NAVD 88     -                                                        
 JU3277  ___________________________________________________________________
 JU3277  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 JU3277  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JU3277
 JU3277  HORZ ORDER  -  THIRD
 JU3277
 JU3277.The horizontal coordinates were established by classical geodetic methods
 JU3277.and adjusted by the National Geodetic Survey in June 2002..
 JU3277
 JU3277
 JU3277.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3277
 JU3277.The geoid height was determined by GEOID03.
 JU3277
 JU3277;                    North         East     Units Scale Factor Converg.
 JU3277;SPC PA S     -    61,973.073   810,722.655   MT  1.00001139   +1 35 53.0
 JU3277;SPC PA S     -   203,323.32  2,659,845.91   sFT  1.00001139   +1 35 53.0
 JU3277;SPC NJ       -   114,823.366    82,678.153   MT  0.99995578   -0 30 15.9
 JU3277;SPC NJ       -   376,716.33    271,253.24   sFT  0.99995578   -0 30 15.9
 JU3277;UTM  18      - 4,412,813.718   475,462.491   MT  0.99960741   -0 11 02.0
 JU3277
 JU3277                          SUPERSEDED SURVEY CONTROL
 JU3277
 JU3277  NAD 83(1996)-  39 51 54.02058(N)    075 17 12.82420(W) AD(       ) 4
 JU3277  NAD 83(1991)-  39 51 54.01851(N)    075 17 12.82434(W) AD(       ) 4
 JU3277  NAD 83(1986)-  39 51 54.01488(N)    075 17 12.83131(W) AD(       ) 4
 JU3277  NAD 27      -  39 51 53.61100(N)    075 17 14.16000(W) AD(       ) 3
 JU3277
 JU3277.Superseded values are not recommended for survey control.
 JU3277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3277.See file dsdata.txt to determine how the superseded data were derived.
 JU3277
 JU3277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7546212814(NAD 83)
 JU3277_MARKER: 51 = TANK
 JU3277
 JU3277  HISTORY     - Date     Condition        Report By
 JU3277  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3277  HISTORY     - 1946     GOOD             CGS
 JU3277  HISTORY     - 1957     GOOD             CGS
 JU3277  HISTORY     - 1959     GOOD             CGS
 JU3277  HISTORY     - 1965     GOOD             CGS
 JU3277  HISTORY     - 1975     GOOD             NGS
 JU3277  HISTORY     - 19980313 GOOD             USPSQD
 JU3277
 JU3277                          STATION DESCRIPTION
 JU3277
 JU3277'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3277'THIS STATION IS THE CENTER OF THE BALL ON TOP OF THE TALL SILVER
 JU3277'WATER TANK AT THE PLANT OF THE WESTINGHOUSE MANUFACTURING
 JU3277'COMPANY BETWEEN THE PENNSYLVANIA RAILROAD AND STATE HIGHWAY 420 IN
 JU3277'THE NE PART OF ESSINGTON.  THE TANK IS NEAR THE CENTER OF THE E SIDE
 JU3277'OF THE PLANT AND IS NEAR A STACK ABOUT THE SAME HEIGHT.  THE TANK IS
 JU3277'ABOUT 100 FEET HIGH.  IT HAS THE WESTINGHOUSE TRADE MARK PAINTED ON
 JU3277'N, E, S, AND W SIDES. THE TRADE MARK CONSISTS OF A RED SPOT IN A
 JU3277'BLACK CIRCLE WITH A LARGE W IN THE CENTER OF THE SPOT.  UNDER THE
 JU3277'W ARE THE LETTERS WESTINGHOUSE ELECTRIC IN SMALL LETTERS.
 JU3277
 JU3277                          STATION RECOVERY (1946)
 JU3277
 JU3277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3277'PREVIOUSLY LISTED AS ESSINGTON, WESTINGHOUSE WATER TANK.
 JU3277'
 JU3277'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 JU3277'ADEQUATE.
 JU3277
 JU3277                          STATION RECOVERY (1957)
 JU3277
 JU3277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FBM)
 JU3277'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION COMPLETE AND
 JU3277'ADEQUATE.
 JU3277
 JU3277                          STATION RECOVERY (1959)
 JU3277
 JU3277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GDB)
 JU3277'RECOVERED AS DESCRIBED.  PREVIOUS DESCRIPTION IS ADEQUATE.
 JU3277
 JU3277                          STATION RECOVERY (1965)
 JU3277
 JU3277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DCW)
 JU3277'STATION RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTION ADEQUATE.
 JU3277
 JU3277                          STATION RECOVERY (1975)
 JU3277
 JU3277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3277'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE TANK
 JU3277'IS TOWARD THE WESTERN END OF THE PHILADELPHIA INTERNATIONAL AIRPORT.
 JU3277
 JU3277                          STATION RECOVERY (1998)
 JU3277
 JU3277'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3278 ***********************************************************************
 JU3278  DESIGNATION -  ESSINGTON WESTINGHSE ELEC STK
 JU3278  PID         -  JU3278
 JU3278  STATE/COUNTY-  PA/DELAWARE
 JU3278  USGS QUAD   -  BRIDGEPORT (1995)
 JU3278
 JU3278                         *CURRENT SURVEY CONTROL
 JU3278  ___________________________________________________________________
 JU3278* NAD 83(1992)-  39 51 54.20368(N)    075 17 09.98870(W)     ADJUSTED  
 JU3278* NAVD 88     -                                                        
 JU3278  ___________________________________________________________________
 JU3278  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 JU3278  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JU3278
 JU3278  HORZ ORDER  -  THIRD
 JU3278
 JU3278.The horizontal coordinates were established by classical geodetic methods
 JU3278.and adjusted by the National Geodetic Survey in June 2002..
 JU3278
 JU3278
 JU3278.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3278
 JU3278.The geoid height was determined by GEOID03.
 JU3278
 JU3278;                    North         East     Units Scale Factor Converg.
 JU3278;SPC PA S     -    61,980.607   810,789.874   MT  1.00001138   +1 35 54.8
 JU3278;SPC PA S     -   203,348.04  2,660,066.44   sFT  1.00001138   +1 35 54.8
 JU3278;SPC NJ       -   114,828.429    82,745.599   MT  0.99995567   -0 30 14.0
 JU3278;SPC NJ       -   376,732.94    271,474.52   sFT  0.99995567   -0 30 14.0
 JU3278;UTM  18      - 4,412,819.155   475,529.885   MT  0.99960737   -0 11 00.2
 JU3278
 JU3278                          SUPERSEDED SURVEY CONTROL
 JU3278
 JU3278  NAD 83(1996)-  39 51 54.20391(N)    075 17 09.98844(W) AD(       ) 4
 JU3278  NAD 83(1991)-  39 51 54.20182(N)    075 17 09.98866(W) AD(       ) 4
 JU3278  NAD 83(1986)-  39 51 54.19749(N)    075 17 09.99440(W) AD(       ) 4
 JU3278  NAD 27      -  39 51 53.79300(N)    075 17 11.32000(W) AD(       ) 3
 JU3278
 JU3278.Superseded values are not recommended for survey control.
 JU3278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3278.See file dsdata.txt to determine how the superseded data were derived.
 JU3278
 JU3278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7553012819(NAD 83)
 JU3278_MARKER: 63 = STACK
 JU3278
 JU3278  HISTORY     - Date     Condition        Report By
 JU3278  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3278  HISTORY     - 1946     GOOD             CGS
 JU3278  HISTORY     - 19980313 GOOD             USPSQD
 JU3278
 JU3278                          STATION DESCRIPTION
 JU3278
 JU3278'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3278'THIS STATION IS THE CENTER OF THE YELLOW-BRICK STACK AT THE
 JU3278'WESTINGHOUSE MANUFACTURING COMPANY PLANT BETWEEN THE
 JU3278'PENNSYLVANIA RAILROAD AND STATE HIGHWAY 420 IN THE NE PART OF
 JU3278'ESSINGTON.  THE STACK IS ABOUT 125 FEET HIGH AND HAS A SLIGHT
 JU3278'CORBEL AT THE TOP.  IT IS NEAR A TANK ABOUT THE SAME HEIGHT.
 JU3278
 JU3278                          STATION RECOVERY (1946)
 JU3278
 JU3278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3278'PREVIOUSLY LISTED AS ESSINGTON, WESTINGHOUSE STACK.
 JU3278'
 JU3278'RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 JU3278
 JU3278                          STATION RECOVERY (1998)
 JU3278
 JU3278'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1407 ***********************************************************************
 MA1407  DESIGNATION -  ET 1
 MA1407  PID         -  MA1407
 MA1407  STATE/COUNTY-  PA/VENANGO
 MA1407  USGS QUAD   -  KENNERDELL (1981)
 MA1407
 MA1407                         *CURRENT SURVEY CONTROL
 MA1407  ___________________________________________________________________
 MA1407* NAD 83(1986)-  41 21 55.     (N)    079 45 38.     (W)     SCALED    
 MA1407* NAVD 88     -       452.263  (meters)    1483.80   (feet)  ADJUSTED  
 MA1407  ___________________________________________________________________
 MA1407  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 MA1407  DYNAMIC HT  -         452.062 (meters)    1483.14  (feet)  COMP
 MA1407  MODELED GRAV-     980,164.0   (mgal)                       NAVD 88
 MA1407
 MA1407  VERT ORDER  -  SECOND    CLASS 0
 MA1407
 MA1407.The horizontal coordinates were scaled from a topographic map and have
 MA1407.an estimated accuracy of +/- 6 seconds.
 MA1407
 MA1407.The orthometric height was determined by differential leveling
 MA1407.and adjusted by the National Geodetic Survey in June 1991..
 MA1407
 MA1407.The geoid height was determined by GEOID03.
 MA1407
 MA1407.The dynamic height is computed by dividing the NAVD 88
 MA1407.geopotential number by the normal gravity value computed on the
 MA1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1407.degrees latitude (g = 980.6199 gals.).
 MA1407
 MA1407.The modeled gravity was interpolated from observed gravity values.
 MA1407
 MA1407;                    North         East    Units  Estimated Accuracy
 MA1407;SPC PA N     -   135,060.      431,800.      MT  (+/- 180 meters Scaled)
 MA1407
 MA1407                          SUPERSEDED SURVEY CONTROL
 MA1407
 MA1407  NGVD 29 (??/??/92)  452.441  (m)         1484.38   (f) ADJ UNCH    2 0
 MA1407
 MA1407.Superseded values are not recommended for survey control.
 MA1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1407.See file dsdata.txt to determine how the superseded data were derived.
 MA1407
 MA1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF036800(NAD 83)
 MA1407_MARKER: DD = SURVEY DISK
 MA1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1407_STAMPING: ET 1 GRS 1962
 MA1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1407+STABILITY: SURFACE MOTION
 MA1407
 MA1407  HISTORY     - Date     Condition        Report By
 MA1407  HISTORY     - 1962     MONUMENTED       USGS
 MA1407  HISTORY     - 1967     GOOD             NGS
 MA1407
 MA1407                          STATION DESCRIPTION
 MA1407
 MA1407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1407'2.8 MI NW FROM CRANBERRY.
 MA1407'AT THE TORY STATION SITE-- THIS MARK WAS USED AS RM 2 FOR
 MA1407'STATION TORY, 107.84 FEET NORTHEAST OF THE STATION, 70 FEET
 MA1407'NORTH-NORTHEAST OF A TELEPHONE POLE, 19 FEET SOUTHWEST OF A
 MA1407'DOUBLE TRUNKED OAK TREE, 18 FEET EAST OF THE APPROXIMATE CENTER
 MA1407'OF A GRAVELED ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MA1407'6-INCHES AND IS ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1371 ***********************************************************************
 JW1371  DESIGNATION -  ET 1 DCB
 JW1371  PID         -  JW1371
 JW1371  STATE/COUNTY-  PA/FAYETTE
 JW1371  USGS QUAD   -  CARMICHAELS (1988)
 JW1371
 JW1371                         *CURRENT SURVEY CONTROL
 JW1371  ___________________________________________________________________
 JW1371* NAD 83(1992)-  39 52 42.89412(N)    079 52 33.28183(W)     ADJUSTED  
 JW1371* NAVD 88     -       358.7    (meters)    1177.     (feet)  VERTCON   
 JW1371  ___________________________________________________________________
 JW1371  X           -     861,608.452 (meters)                     COMP
 JW1371  Y           -  -4,825,291.184 (meters)                     COMP
 JW1371  Z           -   4,067,857.858 (meters)                     COMP
 JW1371  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 JW1371  ELLIP HEIGHT-         325.79  (meters)          (06/21/02) GPS OBS
 JW1371  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 JW1371
 JW1371  HORZ ORDER  -  FIRST
 JW1371  ELLP ORDER  -  FOURTH    CLASS I
 JW1371
 JW1371.The horizontal coordinates were established by GPS observations
 JW1371.and adjusted by the National Geodetic Survey in June 2002..
 JW1371
 JW1371.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1371
 JW1371.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JW1371
 JW1371.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1371
 JW1371.The ellipsoidal height was determined by GPS observations
 JW1371.and is referenced to NAD 83.
 JW1371
 JW1371.The geoid height was determined by GEOID03.
 JW1371
 JW1371;                    North         East     Units Scale Factor Converg.
 JW1371;SPC PA S     -    62,730.505   418,155.004   MT  1.00000901   -1 22 45.4
 JW1371;SPC PA S     -   205,808.33  1,371,896.88   sFT  1.00000901   -1 22 45.4
 JW1371;UTM  17      - 4,414,885.723   596,122.688   MT  0.99971375   +0 43 14.8
 JW1371
 JW1371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1371!SPC PA S     -   0.99994889  x   1.00000901  =   0.99995790
 JW1371!UTM  17      -   0.99994889  x   0.99971375  =   0.99966266
 JW1371
 JW1371:                Primary Azimuth Mark                     Grid Az
 JW1371:SPC PA S     -  KEENER                                   008 57 47.1
 JW1371:UTM  17      -  KEENER                                   006 51 46.9
 JW1371
 JW1371|---------------------------------------------------------------------|
 JW1371| PID    Reference Object                     Distance      Geod. Az  |
 JW1371|                                                           dddmmss.s |
 JW1371| JW1365 KEENER                              APPROX. 3.4 KM 0073501.7 |
 JW1371|---------------------------------------------------------------------|
 JW1371
 JW1371                          SUPERSEDED SURVEY CONTROL
 JW1371
 JW1371  NAD 83(1995)-  39 52 42.89426(N)    079 52 33.28192(W) AD(       ) 1
 JW1371  NAD 83(1992)-  39 52 42.90076(N)    079 52 33.28818(W) AD(       ) 1
 JW1371  NAD 83(1986)-  39 52 42.89636(N)    079 52 33.28081(W) AD(       ) 2
 JW1371  NAD 27      -  39 52 42.62830(N)    079 52 34.12508(W) AD(       ) 2
 JW1371  NGVD 29 (02/08/94)  358.8    (m)         1177.     (f) GPS OBS        
 JW1371
 JW1371.Superseded values are not recommended for survey control.
 JW1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1371.See file dsdata.txt to determine how the superseded data were derived.
 JW1371
 JW1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE9612314886(NAD 83)
 JW1371_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JW1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1371_SP_SET: CONCRETE POST
 JW1371_MARK LOGO: USGS  
 JW1371_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1371+STABILITY: SURFACE MOTION
 JW1371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1371+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2001
 JW1371
 JW1371  HISTORY     - Date     Condition        Report By
 JW1371  HISTORY     - 1962     MONUMENTED       USGS
 JW1371  HISTORY     - 1962     GOOD             USGS
 JW1371  HISTORY     - 19890125 GOOD             HARTMN
 JW1371  HISTORY     - 20010418 GOOD             PADT
 JW1371
 JW1371                          STATION DESCRIPTION
 JW1371
 JW1371'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (DCB)
 JW1371'MCCLELLANDTOWN.  700 FT SE. OF PRESBYTERIAN CHURCH.  600 FT S.
 JW1371'OF STATE HIGHWAY 21, ALONG MACADAM RD..  IN HIGHEST PART OF
 JW1371'CEMETERY.  1 FT W. OF E. BOUNDARY FENCE.  IN CONCRETE POST FLUSH
 JW1371'WITH GROUND.  STANDARD TABLET STAMPED ET 1 DCB 1962 1177.
 JW1371'
 JW1371'REFERENCE MARK NO. 1.  179.55 FT FROM TABLET S 2 DEG 20 MIN W.
 JW1371'1 FT W. OF N.-S. FENCE.  IN CONCRETE POST.  STANDARD
 JW1371'TABLET STAMPED ET 1 DCB 1962 RM 1 1151.
 JW1371
 JW1371                          STATION RECOVERY (1962)
 JW1371
 JW1371'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 JW1371'RECOVERED IN GOOD CONDITION.
 JW1371
 JW1371                          STATION RECOVERY (1989)
 JW1371
 JW1371'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1371'RECOVERED AS PREVIOUSLY DESCRIBED.
 JW1371
 JW1371                          STATION RECOVERY (2001)
 JW1371
 JW1371'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (ADR)
 JW1371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2078 ***********************************************************************
 MA2078  DESIGNATION -  ET 1 GRS
 MA2078  PID         -  MA2078
 MA2078  STATE/COUNTY-  PA/VENANGO
 MA2078  USGS QUAD   -  KENNERDELL (1981)
 MA2078
 MA2078                         *CURRENT SURVEY CONTROL
 MA2078  ___________________________________________________________________
 MA2078* NAD 83(1992)-  41 21 56.56889(N)    079 45 37.53189(W)     ADJUSTED  
 MA2078* NAVD 88     -       454.     (meters)    1489.     (feet)  SCALED    
 MA2078  ___________________________________________________________________
 MA2078  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 MA2078  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 MA2078
 MA2078  HORZ ORDER  -  SECOND
 MA2078
 MA2078.The horizontal coordinates were established by classical geodetic methods
 MA2078.and adjusted by the National Geodetic Survey in June 2002..
 MA2078
 MA2078.The orthometric height was scaled from a topographic map.
 MA2078
 MA2078.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2078
 MA2078.The geoid height was determined by GEOID03.
 MA2078
 MA2078;                    North         East     Units Scale Factor Converg.
 MA2078;SPC PA N     -   135,110.730   431,813.168   MT  0.99995725   -1 19 47.9
 MA2078;SPC PA N     -   443,275.79  1,416,707.04   sFT  0.99995725   -1 19 47.9
 MA2078;UTM  17      - 4,580,097.226   603,672.793   MT  0.99973227   +0 49 09.3
 MA2078
 MA2078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2078!SPC PA N     -   0.99993404  x   0.99995725  =   0.99989130
 MA2078!UTM  17      -   0.99993404  x   0.99973227  =   0.99966633
 MA2078
 MA2078:                Primary Azimuth Mark                     Grid Az
 MA2078:SPC PA N     -  S 2 LINE 1                               224 12 45.6
 MA2078:UTM  17      -  S 2 LINE 1                               222 03 48.4
 MA2078
 MA2078|---------------------------------------------------------------------|
 MA2078| PID    Reference Object                     Distance      Geod. Az  |
 MA2078|                                                           dddmmss.s |
 MA2078| MA2080 S 2 LINE 1                          APPROX. 4.6 KM 2225257.7 |
 MA2078|---------------------------------------------------------------------|
 MA2078
 MA2078                          SUPERSEDED SURVEY CONTROL
 MA2078
 MA2078  NAD 83(1995)-  41 21 56.57241(N)    079 45 37.53366(W) AD(       ) 2
 MA2078  NAD 83(1986)-  41 21 56.57315(N)    079 45 37.53325(W) AD(       ) 2
 MA2078  NAD 27      -  41 21 56.35731(N)    079 45 38.34591(W) AD(       ) 2
 MA2078
 MA2078.Superseded values are not recommended for survey control.
 MA2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2078.See file dsdata.txt to determine how the superseded data were derived.
 MA2078
 MA2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF0367380097(NAD 83)
 MA2078
 MA2078  HISTORY     - Date     Condition        Report By
 MA2078  HISTORY     - 1967     MONUMENTED       USGS
 MA2078
 MA2078                          STATION DESCRIPTION
 MA2078
 MA2078'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 MA2078'SEE STATION TORY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2136 ***********************************************************************
 MA2136  DESIGNATION -  ET 1 PHT
 MA2136  PID         -  MA2136
 MA2136  STATE/COUNTY-  PA/CRAWFORD
 MA2136  USGS QUAD   -  CENTERVILLE (1977)
 MA2136
 MA2136                         *CURRENT SURVEY CONTROL
 MA2136  ___________________________________________________________________
 MA2136* NAD 83(1992)-  41 44 34.87111(N)    079 45 56.32401(W)     ADJUSTED  
 MA2136* NAVD 88     -       439.     (meters)    1440.     (feet)  SCALED    
 MA2136  ___________________________________________________________________
 MA2136  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 MA2136  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 MA2136
 MA2136  HORZ ORDER  -  THIRD
 MA2136
 MA2136.The horizontal coordinates were established by classical geodetic methods
 MA2136.and adjusted by the National Geodetic Survey in June 2002..
 MA2136
 MA2136.The orthometric height was scaled from a topographic map.
 MA2136
 MA2136.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2136
 MA2136.The geoid height was determined by GEOID03.
 MA2136
 MA2136;                    North         East     Units Scale Factor Converg.
 MA2136;SPC PA N     -   177,013.292   432,351.679   MT  0.99997295   -1 20 00.3
 MA2136;SPC PA N     -   580,751.11  1,418,473.80   sFT  0.99997295   -1 20 00.3
 MA2136;UTM  17      - 4,621,980.794   602,637.485   MT  0.99972963   +0 49 18.8
 MA2136
 MA2136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2136!SPC PA N     -   0.99993643  x   0.99997295  =   0.99990939
 MA2136!UTM  17      -   0.99993643  x   0.99972963  =   0.99966608
 MA2136
 MA2136:                Primary Azimuth Mark                     Grid Az
 MA2136:SPC PA N     -  STA 15 LINE 2                            261 49 44.3
 MA2136:UTM  17      -  STA 15 LINE 2                            259 40 25.2
 MA2136
 MA2136|---------------------------------------------------------------------|
 MA2136| PID    Reference Object                     Distance      Geod. Az  |
 MA2136|                                                           dddmmss.s |
 MA2136| MA2138 STA 15 LINE 2                       APPROX. 2.0 KM 2602944.0 |
 MA2136|---------------------------------------------------------------------|
 MA2136
 MA2136                          SUPERSEDED SURVEY CONTROL
 MA2136
 MA2136  NAD 83(1995)-  41 44 34.87594(N)    079 45 56.32340(W) AD(       ) 3
 MA2136  NAD 83(1986)-  41 44 34.87510(N)    079 45 56.32327(W) AD(       ) 3
 MA2136  NAD 27      -  41 44 34.70341(N)    079 45 57.16568(W) AD(       ) 3
 MA2136
 MA2136.Superseded values are not recommended for survey control.
 MA2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2136.See file dsdata.txt to determine how the superseded data were derived.
 MA2136
 MA2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG0263721981(NAD 83)
 MA2136_MARKER: DD = SURVEY DISK
 MA2136_SETTING: 0 = UNSPECIFIED SETTING
 MA2136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA2136
 MA2136  HISTORY     - Date     Condition        Report By
 MA2136  HISTORY     - 1964     MONUMENTED       USGS
 MA2136  HISTORY     - 20001120 MARK NOT FOUND   PADT
 MA2136
 MA2136                          STATION DESCRIPTION
 MA2136
 MA2136'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MA2136'RICEVILLE, ABOUT 3.0 MI SE. OF, ABOUT 3.7 MI SSW. OF BRITTON RUN,
 MA2136'0.5 MI NNW. OF POST OFFICE IN CENTERVILE, ALONG STATE HIGHWAY 8 TO
 MA2136'DIRT T-RD. E., 30 FT E. OF CENTERLINE OF HIGHWAY 8, 15 FT N. OF
 MA2136'CENTERLINE OF DIRT RD. E., 3.5 FT W. OF E. END OF CULVERT, 0.3 FT E.
 MA2136'OF W. END OF CULVERT, IN W. END OF HEADWALL OF CULVERT, STANDARD
 MA2136'DISK STAMPED---ET 1 PHT 1964---.
 MA2136
 MA2136                          STATION RECOVERY (2000)
 MA2136
 MA2136'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (JAW)
 MA2136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1892 ***********************************************************************
 MA1892  DESIGNATION -  ET 10 BRP
 MA1892  PID         -  MA1892
 MA1892  STATE/COUNTY-  PA/WARREN
 MA1892  USGS QUAD   -  SUGAR GROVE (1975)
 MA1892
 MA1892                         *CURRENT SURVEY CONTROL
 MA1892  ___________________________________________________________________
 MA1892* NAD 83(1992)-  41 52 52.70927(N)    079 21 51.30146(W)     ADJUSTED  
 MA1892* NAVD 88     -       556.     (meters)    1824.     (feet)  SCALED    
 MA1892  ___________________________________________________________________
 MA1892  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 MA1892  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 MA1892
 MA1892  HORZ ORDER  -  THIRD
 MA1892
 MA1892.The horizontal coordinates were established by classical geodetic methods
 MA1892.and adjusted by the National Geodetic Survey in June 2002..
 MA1892
 MA1892.The orthometric height was scaled from a topographic map.
 MA1892
 MA1892.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1892
 MA1892.The geoid height was determined by GEOID03.
 MA1892
 MA1892;                    North         East     Units Scale Factor Converg.
 MA1892;SPC PA N     -   191,670.350   466,019.032   MT  0.99998957   -1 04 04.4
 MA1892;SPC PA N     -   628,838.47  1,528,930.77   sFT  0.99998957   -1 04 04.4
 MA1892;UTM  17      - 4,637,891.703   635,722.383   MT  0.99982667   +1 05 31.8
 MA1892
 MA1892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1892!SPC PA N     -   0.99991802  x   0.99998957  =   0.99990759
 MA1892!UTM  17      -   0.99991802  x   0.99982667  =   0.99974470
 MA1892
 MA1892:                Primary Azimuth Mark                     Grid Az
 MA1892:SPC PA N     -  SUGAR GROVE MICRO TOWER                  043 28 45.5
 MA1892:UTM  17      -  SUGAR GROVE MICRO TOWER                  041 19 09.3
 MA1892
 MA1892|---------------------------------------------------------------------|
 MA1892| PID    Reference Object                     Distance      Geod. Az  |
 MA1892|                                                           dddmmss.s |
 MA1892| MA1888 SUGAR GROVE MICRO TOWER             APPROX.11.6 KM 0422441.1 |
 MA1892| MA1887 ET 9 BRP                            APPROX. 8.8 KM 0932100.6 |
 MA1892| MA1844 WARREN RAD STA WNAE MAST            APPROX.18.0 KM 1143057.1 |
 MA1892|---------------------------------------------------------------------|
 MA1892
 MA1892                          SUPERSEDED SURVEY CONTROL
 MA1892
 MA1892  NAD 83(1996)-  41 52 52.70956(N)    079 21 51.30138(W) AD(       ) 3
 MA1892  NAD 83(1986)-  41 52 52.71098(N)    079 21 51.30090(W) AD(       ) 3
 MA1892  NAD 27      -  41 52 52.49386(N)    079 21 52.11454(W) AD(       ) 3
 MA1892
 MA1892.Superseded values are not recommended for survey control.
 MA1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1892.See file dsdata.txt to determine how the superseded data were derived.
 MA1892
 MA1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG3572237892(NAD 83)
 MA1892_MARKER: DD = SURVEY DISK
 MA1892_SETTING: 80 = SET IN A BOULDER
 MA1892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1892+STABILITY: SURFACE MOTION
 MA1892
 MA1892  HISTORY     - Date     Condition        Report By
 MA1892  HISTORY     - 1966     MONUMENTED       USGS
 MA1892
 MA1892                          STATION DESCRIPTION
 MA1892
 MA1892'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 MA1892'PITTSFIELD, 3.4 MI NNE. OF, 1.8 MI N. OF JUNCTION OF U. S. HIGHWAY 6
 MA1892'AND STATE HIGHWAY 27 IN YOUNGSVILLE, ALONG HIGHWAY 27 TO T-RD. W.,
 MA1892'THENCE (LEFT) 0.3 MI TO T-RD. LEFT, THENCE 1.8 MI (LEFT), 24 FT E.
 MA1892'OF CENTERLINE OF RD., 14 FT SE. OF 12-IN. MAPLE TREE, 7 FT NE. OF
 MA1892'12-IN. MAPLE TREE, 4 FT E. OF FENCE, IN SANDSTONE BOULDER, STANDARD
 MA1892'DISK STAMPED---ET 10 BRP 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2300 ***********************************************************************
 MA2300  DESIGNATION -  ET 10 PHT USGS 1967
 MA2300  PID         -  MA2300
 MA2300  STATE/COUNTY-  PA/ELK
 MA2300  USGS QUAD   -  PORTLAND MILLS (1969)
 MA2300
 MA2300                         *CURRENT SURVEY CONTROL
 MA2300  ___________________________________________________________________
 MA2300* NAD 83(1992)-  41 27 51.48533(N)    078 49 00.65865(W)     ADJUSTED  
 MA2300* NAVD 88     -       553.64   (+/-2cm)    1816.4    (feet)  VERTCON   
 MA2300  ___________________________________________________________________
 MA2300  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 MA2300  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 MA2300
 MA2300  HORZ ORDER  -  SECOND
 MA2300  VERT ORDER  -  THIRD ? (See Below)
 MA2300
 MA2300.The horizontal coordinates were established by classical geodetic methods
 MA2300.and adjusted by the National Geodetic Survey in June 2002..
 MA2300
 MA2300.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2300.The vertical order pertains to the NGVD 29 superseded value.
 MA2300
 MA2300.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2300
 MA2300.The geoid height was determined by GEOID03.
 MA2300
 MA2300;                    North         East     Units Scale Factor Converg.
 MA2300;SPC PA N     -   144,656.415   510,879.314   MT  0.99995717   -0 42 20.7
 MA2300;SPC PA N     -   474,593.59  1,676,109.88   sFT  0.99995717   -0 42 20.7
 MA2300;UTM  17      - 4,592,601.555   682,317.321   MT  1.00000908   +1 26 45.5
 MA2300
 MA2300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2300!SPC PA N     -   0.99991818  x   0.99995717  =   0.99987535
 MA2300!UTM  17      -   0.99991818  x   1.00000908  =   0.99992726
 MA2300
 MA2300:                Primary Azimuth Mark                     Grid Az
 MA2300:SPC PA N     -  STA 2 LINE 8 NO 1                        083 05 26.7
 MA2300:UTM  17      -  STA 2 LINE 8 NO 1                        080 56 20.5
 MA2300
 MA2300|---------------------------------------------------------------------|
 MA2300| PID    Reference Object                     Distance      Geod. Az  |
 MA2300|                                                           dddmmss.s |
 MA2300| MA2255 STA 2 LINE 8 NO 1                   APPROX. 5.9 KM 0822306.0 |
 MA2300|---------------------------------------------------------------------|
 MA2300
 MA2300                          SUPERSEDED SURVEY CONTROL
 MA2300
 MA2300  NAD 83(1986)-  41 27 51.48672(N)    078 49 00.65982(W) AD(       ) 2
 MA2300  NAD 27      -  41 27 51.26445(N)    078 49 01.54698(W) AD(       ) 2
 MA2300  NGVD 29 (07/19/86)  553.79   (m)         1816.9    (f) LEVELING    3  
 MA2300
 MA2300.Superseded values are not recommended for survey control.
 MA2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2300.See file dsdata.txt to determine how the superseded data were derived.
 MA2300
 MA2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF8231792602(NAD 83)
 MA2300
 MA2300  HISTORY     - Date     Condition        Report By
 MA2300  HISTORY     - 1967     MONUMENTED       USGS
 MA2300
 MA2300                          STATION DESCRIPTION
 MA2300
 MA2300'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JLC)
 MA2300'THE STATION IS LOCATED IN THE ALLEGHENY NATIONAL FOREST, ON A HIGH
 MA2300'HILL LOCALLY KNOWN AS ROUND TOP, ABOUT 7-1/2 MILES SOUTHEAST OF
 MA2300'HIGHLAND CORNERS, 7-1/2 MILES NORTHEAST OF HALLTON, 5 MILES NORTHWEST
 MA2300'OF RIDGWAY, 4 MILES EAST-SOUTHEAST OF OWLS NEST AND IN THE CENTER
 MA2300'OF THE ROUND TOP LOOKOUT TOWER BASE.
 MA2300'
 MA2300'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 219, STATE
 MA2300'HIGHWAYS 949 AND 948 (WEST MAIN STREET) IN RIDGWAY, GO WEST
 MA2300'ON WEST MAIN STREET FOR 1.1 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 MA2300'AND GO NORTH-NORTHWEST ON GRANT ROAD FOR 2.25 MILES TO A SIDE
 MA2300'ROAD LEFT AT A FOREST SERVICE SIGN WHICH READS 2 MILL CREEK, 6 BEAR
 MA2300'CREEK, 8 OWLS NEST.  TURN LEFT AND GO IN A WESTERLY DIRECTION ON
 MA2300'BINGHAM ROAD (FOREST SERVICE ROAD 135) FOR 1.2 MILES TO A SIDE ROAD
 MA2300'RIGHT JUST AFTER CROSSING A SMALL BRIDGE OVER MILL CREEK.
 MA2300'CONTINUE AHEAD IN A WESTERLY DIRECTION ON FOREST SERVICE ROAD 135
 MA2300'FOR 1.4 MILES TO A FORK.  BEAR RIGHT AND GO NORTHWEST ON A DIRT ROAD
 MA2300'FOR 0.5 MILE TO THE TOP OF THE HILL AND THE ROUND TOP LOOKOUT TOWER
 MA2300'AND THE STATION.
 MA2300'
 MA2300'THE STATION MARK IS A U.S. DEPARTMENT OF INTERIOR GEOLOGICAL SURVEY
 MA2300'DISK STAMPED ET 10 PHT 1964, SET IN THE TOP OF A 6- INCH SQUARE
 MA2300'PRECAST CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE GROUND
 MA2300'SURFACE.
 MA2300'
 MA2300'NOTE- THE WOODEN LOOKOUT TOWER MAY BE DISMANTLED IN THE NEAR FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2098 ***********************************************************************
 MA2098  DESIGNATION -  ET 11 BRP
 MA2098  PID         -  MA2098
 MA2098  STATE/COUNTY-  PA/WARREN
 MA2098  USGS QUAD   -  COLUMBUS (1990)
 MA2098
 MA2098                         *CURRENT SURVEY CONTROL
 MA2098  ___________________________________________________________________
 MA2098* NAD 83(1992)-  41 52 41.45616(N)    079 30 26.93790(W)     ADJUSTED  
 MA2098* NAVD 88     -       562.56   (+/-2cm)    1845.7    (feet)  VERTCON   
 MA2098  ___________________________________________________________________
 MA2098  LAPLACE CORR-           4.25  (seconds)                    DEFLEC99
 MA2098  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 MA2098
 MA2098  HORZ ORDER  -  THIRD
 MA2098  VERT ORDER  -  THIRD ? (See Below)
 MA2098
 MA2098.The horizontal coordinates were established by classical geodetic methods
 MA2098.and adjusted by the National Geodetic Survey in June 2002..
 MA2098
 MA2098.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2098.The vertical order pertains to the NGVD 29 superseded value.
 MA2098
 MA2098.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2098
 MA2098.The geoid height was determined by GEOID03.
 MA2098
 MA2098;                    North         East     Units Scale Factor Converg.
 MA2098;SPC PA N     -   191,554.635   454,125.429   MT  0.99998913   -1 09 45.5
 MA2098;SPC PA N     -   628,458.83  1,489,909.84   sFT  0.99998913   -1 09 45.5
 MA2098;UTM  17      - 4,637,327.987   623,843.750   MT  0.99978873   +0 59 47.2
 MA2098
 MA2098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2098!SPC PA N     -   0.99991700  x   0.99998913  =   0.99990613
 MA2098!UTM  17      -   0.99991700  x   0.99978873  =   0.99970575
 MA2098
 MA2098|---------------------------------------------------------------------|
 MA2098| PID    Reference Object                     Distance      Geod. Az  |
 MA2098|                                                           dddmmss.s |
 MA2098| MA2097 STA B1 PT 1                          57.785 METERS 02159     |
 MA2098| MA1902 COLE HILL FIRE LOOKOUT TOWER        APPROX.13.0 KM 1524002.6 |
 MA2098|---------------------------------------------------------------------|
 MA2098
 MA2098                          SUPERSEDED SURVEY CONTROL
 MA2098
 MA2098  NAD 83(1996)-  41 52 41.45712(N)    079 30 26.93695(W) AD(       ) 3
 MA2098  NAD 83(1986)-  41 52 41.45975(N)    079 30 26.93589(W) AD(       ) 3
 MA2098  NAD 27      -  41 52 41.24433(N)    079 30 27.74919(W) AD(       ) 3
 MA2098  NGVD 29 (07/19/86)  562.71   (m)         1846.2    (f) LEVELING    3  
 MA2098
 MA2098.Superseded values are not recommended for survey control.
 MA2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2098.See file dsdata.txt to determine how the superseded data were derived.
 MA2098
 MA2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG2384437328(NAD 83)
 MA2098_MARKER: DD = SURVEY DISK
 MA2098_SETTING: 0 = UNSPECIFIED SETTING
 MA2098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA2098
 MA2098  HISTORY     - Date     Condition        Report By
 MA2098  HISTORY     - 1966     MONUMENTED       USGS
 MA2098  HISTORY     - 20020601 GOOD             USPSQD
 MA2098
 MA2098                          STATION DESCRIPTION
 MA2098
 MA2098'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 MA2098'GARLAND, 4.4 MI NW. OF, 0.8 MI E. OF POST OFFICE IN SPRING CREEK,
 MA2098'ALONG STATE HIGHWAY 77 TO DIRT RD. ON LEFT AT SIGN POINTING TO
 MA2098'-MIRACLE MOUNTAIN RANCH-, THENCE (LEFT) 1.1 MI TO RANCH BARN ON LEFT,
 MA2098'40 FT W. OF CENTERLINE OF RD., 6 FT N. OF NE. CORNER OF BARN, IN TOP
 MA2098'OF CONCRETE SILO FOUNDATION, 1.5 FT ABOVE GROUND, STANDARD DISK
 MA2098'STAMPED---ET 11 BRP 1966---.
 MA2098
 MA2098                          STATION RECOVERY (2002)
 MA2098
 MA2098'RECOVERY NOTE BY US POWER SQUADRON 2002 (JT)
 MA2098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2299 ***********************************************************************
 KX2299  DESIGNATION -  ET 11 WAC 1962
 KX2299  PID         -  KX2299
 KX2299  STATE/COUNTY-  PA/CAMBRIA
 KX2299  USGS QUAD   -  NANTY GLO (1984)
 KX2299
 KX2299                         *CURRENT SURVEY CONTROL
 KX2299  ___________________________________________________________________
 KX2299* NAD 83(1992)-  40 22 49.15431(N)    078 51 55.34382(W)     ADJUSTED  
 KX2299* NAVD 88     -       561.     (meters)    1841.     (feet)  SCALED    
 KX2299  ___________________________________________________________________
 KX2299  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 KX2299  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KX2299
 KX2299  HORZ ORDER  -  THIRD
 KX2299
 KX2299.The horizontal coordinates were established by classical geodetic methods
 KX2299.and adjusted by the National Geodetic Survey in June 2002..
 KX2299
 KX2299.The orthometric height was scaled from a topographic map.
 KX2299
 KX2299.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2299
 KX2299.The geoid height was determined by GEOID03.
 KX2299
 KX2299;                    North         East     Units Scale Factor Converg.
 KX2299;SPC PA S     -   116,850.165   505,290.773   MT  0.99996025   -0 43 25.1
 KX2299;SPC PA S     -   383,365.92  1,657,774.81   sFT  0.99996025   -0 43 25.1
 KX2299;SPC PA N     -    24,337.732   505,275.820   MT  1.00011918   -0 44 16.3
 KX2299;SPC PA N     -    79,848.04  1,657,725.75   sFT  1.00011918   -0 44 16.3
 KX2299;UTM  17      - 4,472,157.859   681,203.004   MT  1.00000419   +1 22 59.9
 KX2299
 KX2299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2299!SPC PA S     -   0.99991708  x   0.99996025  =   0.99987734
 KX2299!SPC PA N     -   0.99991708  x   1.00011918  =   1.00003625
 KX2299!UTM  17      -   0.99991708  x   1.00000419  =   0.99992127
 KX2299
 KX2299:                Primary Azimuth Mark                     Grid Az
 KX2299:SPC PA S     -  CHICORY                                  350 53 52.4
 KX2299:SPC PA N     -  CHICORY                                  350 54 43.6
 KX2299:UTM  17      -  CHICORY                                  348 47 27.4
 KX2299
 KX2299|---------------------------------------------------------------------|
 KX2299| PID    Reference Object                     Distance      Geod. Az  |
 KX2299|                                                           dddmmss.s |
 KX2299| KX2315 CHICORY                             APPROX. 7.2 KM 3501027.3 |
 KX2299|---------------------------------------------------------------------|
 KX2299
 KX2299                          SUPERSEDED SURVEY CONTROL
 KX2299
 KX2299  NAD 83(1986)-  40 22 49.16041(N)    078 51 55.35237(W) AD(       ) 3
 KX2299  NAD 27      -  40 22 48.89898(N)    078 51 56.26386(W) AD(       ) 3
 KX2299
 KX2299.Superseded values are not recommended for survey control.
 KX2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2299.See file dsdata.txt to determine how the superseded data were derived.
 KX2299
 KX2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE8120372158(NAD 83)
 KX2299_MARKER: DD = SURVEY DISK
 KX2299_SETTING: 0 = UNSPECIFIED SETTING
 KX2299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX2299
 KX2299  HISTORY     - Date     Condition        Report By
 KX2299  HISTORY     - 1962     MONUMENTED       USGS
 KX2299
 KX2299                          STATION DESCRIPTION
 KX2299
 KX2299'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 KX2299'JOHNSTOWN POST OFFICE, 1 BLOCK N. OF, ALONG LOCUST STREET, THENCE 2
 KX2299'BLOCKS LEFT TO JUNCTION OF STATE HIGHWAY 219, THENCE 5.0 MI RIGHT (N.)
 KX2299'ALONG HIGHWAY 219 TO SUMMIT CHAPEL METHODIST CHURCH ON RIGHT, THENCE
 KX2299'0.1 MI RIGHT UP CHURCH DRIVE TO PARKING LOT ON N. SIDE OF CHURCH,
 KX2299'THENCE WALK 80 FT E. TO TOP OF HILL, 25 FT E. OF 10-FT HIGH WOODEN
 KX2299'CROSS, IN CONCRETE POST FLUSH WITH GROUND, STANDARD DISK
 KX2299'STAMPED---ET 11 WAC 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2113 ***********************************************************************
 MA2113  DESIGNATION -  ET 12 BRP
 MA2113  PID         -  MA2113
 MA2113  STATE/COUNTY-  PA/ERIE
 MA2113  USGS QUAD   -  CORRY (1993)
 MA2113
 MA2113                         *CURRENT SURVEY CONTROL
 MA2113  ___________________________________________________________________
 MA2113* NAD 83(1992)-  41 52 46.58906(N)    079 37 39.64000(W)     ADJUSTED  
 MA2113* NAVD 88     -       570.61   (+/-2cm)    1872.1    (feet)  VERTCON   
 MA2113  ___________________________________________________________________
 MA2113  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 MA2113  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 MA2113
 MA2113  HORZ ORDER  -  THIRD
 MA2113  VERT ORDER  -  THIRD ? (See Below)
 MA2113
 MA2113.The horizontal coordinates were established by classical geodetic methods
 MA2113.and adjusted by the National Geodetic Survey in June 2002..
 MA2113
 MA2113.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2113.The vertical order pertains to the NGVD 29 superseded value.
 MA2113
 MA2113.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2113
 MA2113.The geoid height was determined by GEOID03.
 MA2113
 MA2113;                    North         East     Units Scale Factor Converg.
 MA2113;SPC PA N     -   191,922.324   444,153.948   MT  0.99998933   -1 14 31.8
 MA2113;SPC PA N     -   629,665.16  1,457,195.08   sFT  0.99998933   -1 14 31.8
 MA2113;UTM  17      - 4,637,319.810   613,867.644   MT  0.99975955   +0 54 58.4
 MA2113
 MA2113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2113!SPC PA N     -   0.99991577  x   0.99998933  =   0.99990510
 MA2113!UTM  17      -   0.99991577  x   0.99975955  =   0.99967534
 MA2113
 MA2113:                Primary Azimuth Mark                     Grid Az
 MA2113:SPC PA N     -  STA B2 PT 1                              175 38 04.3
 MA2113:UTM  17      -  STA B2 PT 1                              173 28 34.1
 MA2113
 MA2113|---------------------------------------------------------------------|
 MA2113| PID    Reference Object                     Distance      Geod. Az  |
 MA2113|                                                           dddmmss.s |
 MA2113| MA2101 STA B2 PT 1                         APPROX. 3.7 KM 1742332.5 |
 MA2113|---------------------------------------------------------------------|
 MA2113
 MA2113                          SUPERSEDED SURVEY CONTROL
 MA2113
 MA2113  NAD 83(1996)-  41 52 46.58944(N)    079 37 39.63999(W) AD(       ) 3
 MA2113  NAD 83(1986)-  41 52 46.59236(N)    079 37 39.63660(W) AD(       ) 3
 MA2113  NAD 27      -  41 52 46.38620(N)    079 37 40.45377(W) AD(       ) 3
 MA2113  NGVD 29 (07/19/86)  570.76   (m)         1872.6    (f) LEVELING    3  
 MA2113
 MA2113.Superseded values are not recommended for survey control.
 MA2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2113.See file dsdata.txt to determine how the superseded data were derived.
 MA2113
 MA2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG1386837320(NAD 83)
 MA2113_MARKER: DD = SURVEY DISK
 MA2113_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MA2113_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MA2113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA2113
 MA2113  HISTORY     - Date     Condition        Report By
 MA2113  HISTORY     - 1966     MONUMENTED       USGS
 MA2113
 MA2113                          STATION DESCRIPTION
 MA2113
 MA2113'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 MA2113'SPARTANSBURG, 4.8 MI NE. OF, 1.3 MI S. OF POST OFFICE IN CORRY, ALONG
 MA2113'CENTRE STREET TO T-RD., THENCE 0.2 MI (LEFT) TO RD. FORKS, THENCE
 MA2113'1.7 MI ALONG RIGHT FORK, 24 FT W. OF CENTERLINE OF RD., 3 FT NW. OF
 MA2113'TELEPHONE POLE NO. L22-88, 2 FT E. OF FENCE, 2 FT ESE. OF WITNESS
 MA2113'POST, CRIMPED TO TOP OF COPPER-COATED STEEL ROD DRIVEN TO REFUSAL,
 MA2113'STANDARD DISK STAMPED---ET 12 BRP 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2366 ***********************************************************************
 MA2366  DESIGNATION -  ET 12 PHT 1964
 MA2366  PID         -  MA2366
 MA2366  STATE/COUNTY-  PA/FOREST
 MA2366  USGS QUAD   -  RUSSELL CITY (1983)
 MA2366
 MA2366                         *CURRENT SURVEY CONTROL
 MA2366  ___________________________________________________________________
 MA2366* NAD 83(1992)-  41 30 28.64417(N)    078 59 17.79154(W)     ADJUSTED  
 MA2366* NAVD 88     -       543.     (meters)    1781.     (feet)  SCALED    
 MA2366  ___________________________________________________________________
 MA2366  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 MA2366  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 MA2366
 MA2366  HORZ ORDER  -  THIRD
 MA2366
 MA2366.The horizontal coordinates were established by classical geodetic methods
 MA2366.and adjusted by the National Geodetic Survey in June 2002..
 MA2366
 MA2366.The orthometric height was scaled from a topographic map.
 MA2366
 MA2366.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2366
 MA2366.The geoid height was determined by GEOID03.
 MA2366
 MA2366;                    North         East     Units Scale Factor Converg.
 MA2366;SPC PA N     -   149,694.776   496,629.257   MT  0.99995808   -0 49 09.0
 MA2366;SPC PA N     -   491,123.61  1,629,357.82   sFT  0.99995808   -0 49 09.0
 MA2366;UTM  17      - 4,597,101.294   667,887.814   MT  0.99994688   +1 20 00.7
 MA2366
 MA2366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2366!SPC PA N     -   0.99991990  x   0.99995808  =   0.99987798
 MA2366!UTM  17      -   0.99991990  x   0.99994688  =   0.99986678
 MA2366
 MA2366:                Primary Azimuth Mark                     Grid Az
 MA2366:SPC PA N     -  ZIMMERMAN HILL FIRE TOWER                183 19 03.9
 MA2366:UTM  17      -  ZIMMERMAN HILL FIRE TOWER                181 09 54.2
 MA2366
 MA2366|---------------------------------------------------------------------|
 MA2366| PID    Reference Object                     Distance      Geod. Az  |
 MA2366|                                                           dddmmss.s |
 MA2366| MA2307 ZIMMERMAN HILL FIRE TOWER           APPROX.11.9 KM 1822954.9 |
 MA2366|---------------------------------------------------------------------|
 MA2366
 MA2366                          SUPERSEDED SURVEY CONTROL
 MA2366
 MA2366  NAD 83(1996)-  41 30 28.64570(N)    078 59 17.79253(W) AD(       ) 3
 MA2366  NAD 83(1986)-  41 30 28.64640(N)    078 59 17.79248(W) AD(       ) 3
 MA2366  NAD 27      -  41 30 28.42880(N)    078 59 18.65880(W) AD(       ) 3
 MA2366
 MA2366.Superseded values are not recommended for survey control.
 MA2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2366.See file dsdata.txt to determine how the superseded data were derived.
 MA2366
 MA2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF6788897101(NAD 83)
 MA2366_MARKER: DD = SURVEY DISK
 MA2366_SETTING: 0 = UNSPECIFIED SETTING
 MA2366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA2366
 MA2366  HISTORY     - Date     Condition        Report By
 MA2366  HISTORY     - 1964     MONUMENTED       USGS
 MA2366
 MA2366                          STATION DESCRIPTION
 MA2366
 MA2366'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MA2366'DUHRING, 0.3 MI N. OF, THENCE 1.4 MI E. ALONG FOREST SERVICE ROAD
 MA2366'124, THENCE 1.4 MI SSW. OF PIPELINE CLEARING, THENCE 0.2 MI N. ALONG
 MA2366'CLEARING, 199 FT SE. OF 15-IN. LONE PINE TREE, 23 FT N. OF TWIN
 MA2366'12-IN. WILD CHERRY TREE, 20 FT S. OF TWIN 12 IN. WILD CHERRY TREE,
 MA2366'18 FT E. OF CENTER OF PIPELINE CLEARING, 2 FT W. OF WITNESS POST, IN
 MA2366'CONCRETE POST, STANDARD DISK STAMPED---ET 12 PHT 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2096 ***********************************************************************
 MA2096  DESIGNATION -  ET 13 BRP
 MA2096  PID         -  MA2096
 MA2096  STATE/COUNTY-  PA/WARREN
 MA2096  USGS QUAD   -  COLUMBUS (1990)
 MA2096
 MA2096                         *CURRENT SURVEY CONTROL
 MA2096  ___________________________________________________________________
 MA2096* NAD 83(1992)-  41 58 58.32231(N)    079 30 11.26447(W)     ADJUSTED  
 MA2096* NAVD 88     -       538.     (meters)    1765.     (feet)  SCALED    
 MA2096  ___________________________________________________________________
 MA2096  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 MA2096  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MA2096
 MA2096  HORZ ORDER  -  THIRD
 MA2096
 MA2096.The horizontal coordinates were established by classical geodetic methods
 MA2096.and adjusted by the National Geodetic Survey in June 2002..
 MA2096
 MA2096.The orthometric height was scaled from a topographic map.
 MA2096
 MA2096.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2096
 MA2096.The geoid height was determined by GEOID03.
 MA2096
 MA2096;                    North         East     Units Scale Factor Converg.
 MA2096;SPC PA N     -   203,172.465   454,722.093   MT  1.00000550   -1 09 35.2
 MA2096;SPC PA N     -   666,575.00  1,491,867.40   sFT  1.00000550   -1 09 35.2
 MA2096;UTM  17      - 4,648,957.631   624,002.052   MT  0.99978921   +1 00 05.0
 MA2096
 MA2096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2096!SPC PA N     -   0.99992090  x   1.00000550  =   0.99992640
 MA2096!UTM  17      -   0.99992090  x   0.99978921  =   0.99971013
 MA2096
 MA2096:                Primary Azimuth Mark                     Grid Az
 MA2096:SPC PA N     -  ET 12 BRP                                223 12 36.3
 MA2096:UTM  17      -  ET 12 BRP                                221 02 56.1
 MA2096
 MA2096|---------------------------------------------------------------------|
 MA2096| PID    Reference Object                     Distance      Geod. Az  |
 MA2096|                                                           dddmmss.s |
 MA2096| MA2113 ET 12 BRP                           APPROX.15.4 KM 2220301.1 |
 MA2096|---------------------------------------------------------------------|
 MA2096
 MA2096                          SUPERSEDED SURVEY CONTROL
 MA2096
 MA2096  NAD 83(1996)-  41 58 58.32298(N)    079 30 11.26488(W) AD(       ) 3
 MA2096  NAD 83(1986)-  41 58 58.32704(N)    079 30 11.26171(W) AD(       ) 3
 MA2096  NAD 27      -  41 58 58.13017(N)    079 30 12.10391(W) AD(       ) 3
 MA2096
 MA2096.Superseded values are not recommended for survey control.
 MA2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2096.See file dsdata.txt to determine how the superseded data were derived.
 MA2096
 MA2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG2400248958(NAD 83)
 MA2096_MARKER: DD = SURVEY DISK
 MA2096_SETTING: 0 = UNSPECIFIED SETTING
 MA2096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA2096
 MA2096  HISTORY     - Date     Condition        Report By
 MA2096  HISTORY     - 1966     MONUMENTED       USGS
 MA2096
 MA2096                          STATION DESCRIPTION
 MA2096
 MA2096'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 MA2096'CORRY, 8.1 MI NE. OF, ABOUT 0.05 MI E. OF POST OFFICE IN BEAR LAKE,
 MA2096'THENCE 0.7 MI S. TO TOP OF HILL, 16 FT W. OF CENTERLINE OF RD., 53
 MA2096'FT SE. OF CORNER OF HOUSE, 7 FT ESE. OF 24-IN. RED MAPLE TREE, IN
 MA2096'CONCRETE POST FLUSH WITH GROUND, STANDARD DISK STAMPED---ET 13 BRP
 MA2096'1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2308 ***********************************************************************
 MA2308  DESIGNATION -  ET 13 PHT USGS 1967
 MA2308  PID         -  MA2308
 MA2308  STATE/COUNTY-  PA/ELK
 MA2308  USGS QUAD   -  HALLTON (1983)
 MA2308
 MA2308                         *CURRENT SURVEY CONTROL
 MA2308  ___________________________________________________________________
 MA2308* NAD 83(1992)-  41 24 04.25440(N)    078 59 40.06616(W)     ADJUSTED  
 MA2308* NAVD 88     -       571.     (meters)    1873.     (feet)  VERTCON   
 MA2308  ___________________________________________________________________
 MA2308  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 MA2308  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 MA2308
 MA2308  HORZ ORDER  -  SECOND
 MA2308
 MA2308.The horizontal coordinates were established by classical geodetic methods
 MA2308.and adjusted by the National Geodetic Survey in June 2002..
 MA2308
 MA2308.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2308
 MA2308.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2308
 MA2308.The geoid height was determined by GEOID03.
 MA2308
 MA2308;                    North         East     Units Scale Factor Converg.
 MA2308;SPC PA N     -   137,845.198   495,942.391   MT  0.99995688   -0 49 23.7
 MA2308;SPC PA N     -   452,247.12  1,627,104.33   sFT  0.99995688   -0 49 23.7
 MA2308;UTM  17      - 4,585,234.412   667,646.248   MT  0.99994589   +1 19 35.8
 MA2308
 MA2308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2308!SPC PA N     -   0.99991551  x   0.99995688  =   0.99987240
 MA2308!UTM  17      -   0.99991551  x   0.99994589  =   0.99986141
 MA2308
 MA2308                          SUPERSEDED SURVEY CONTROL
 MA2308
 MA2308  NAD 83(1986)-  41 24 04.25615(N)    078 59 40.06787(W) AD(       ) 2
 MA2308  NAD 27      -  41 24 04.03337(N)    078 59 40.92501(W) AD(       ) 2
 MA2308  NGVD 29 (07/19/86)  571.     (m)         1873.     (f) VERT ANG       
 MA2308
 MA2308.Superseded values are not recommended for survey control.
 MA2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2308.See file dsdata.txt to determine how the superseded data were derived.
 MA2308
 MA2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF6764685234(NAD 83)
 MA2308
 MA2308  HISTORY     - Date     Condition        Report By
 MA2308  HISTORY     - 1967     MONUMENTED       USGS
 MA2308
 MA2308                          STATION DESCRIPTION
 MA2308
 MA2308'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JLC)
 MA2308'DISTANCE OF ZIMMERMAN TO ET 13 PHT USGS IS A TRAVERSE DISTANCE.
 MA2308'
 MA2308'THE STATION IS LOCATED IN THE ALLEGHENY NATIONAL FOREST AND ON THE
 MA2308'SUMMIT OF A HILL LOCALLY KNOWN AS ZIMMERMAN HILL.  IT IS ABOUT 14
 MA2308'MILES WEST OF RIDGWAY, 8-1/2 MILES SOUTHEAST OF MARIENVILLE AND 8-1/2
 MA2308'MILES NORTHEAST OF THE MOST SOUTHERLY POINT OF THE ALLEGHENY
 MA2308'NATIONAL FOREST.
 MA2308'
 MA2308'TO REACH THE STATION FROM THE INTERSECTION OF WEST MAIN STREET AND
 MA2308'BROAD STREET (JUNCTION OF STATE HIGHWAYS 949, 948, 120 AND U.S.
 MA2308'HIGHWAY 219), GO WEST ON WEST MAIN STREET FOR 1.25 MILES TO THE END
 MA2308'OF WEST MAIN STREET.  CONTINUE WEST ON LAUREL MILL ROAD FOR 0.3 MILE
 MA2308'TO A FORK.  KEEP LEFT AND GO WEST AND SOUTHWEST ON THE PAVED ROAD FOR
 MA2308'1.45 MILES TO THE END OF THE PAVED PORTION OF THE ROAD.  CONTINUE
 MA2308'SOUTHWEST ON THE GRAVELED ROAD FOR 2.1 MILES TO A SMALL CONCRETE
 MA2308'BRIDGE OVER BEAR CREEK.  CONTINUE SOUTHWEST ON THE GRAVELED ROAD FOR
 MA2308'3.6 MILES TO A CROSSROAD AND SIGN HALLTON 3.  CONTINUE WEST ON
 MA2308'THE PAVED ROAD THAT STARTS HERE FOR 3.65 MILES TO THE END OF THE
 MA2308'PAVEMENT IN THE NORTH EDGE OF HALLTON.  CONTINUE NORTH AND
 MA2308'NORTHWEST ON THE GRAVELED ROAD FOR 1.25 MILES TO A SIDE ROAD AND
 MA2308'BRIDGE LEFT.  TURN LEFT, CROSS THE BRIDGE, AND GO WEST ON THE
 MA2308'GRAVELED ROAD FOR 3.1 MILES TO A SIDE ROAD RIGHT (FOREST SERVICE ROAD
 MA2308'184).  (THIS IS 0.3 MILE NORTHEAST OF A T-INTERSECTION OF TWO
 MA2308'MAIN GRAVELED ROADS).  TURN RIGHT AND GO NORTHWEST AND WEST ON FOREST
 MA2308'SERVICE ROAD 184 AS PER SIGN ZIMMERMAN HILL FIRE TOWER ALLEGHENY
 MA2308'NATIONAL FOREST FOR 0.25 MILE TO THE SUMMIT OF THE HILL AND THE
 MA2308'STATION.
 MA2308'
 MA2308'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK STAMPED ET 13PHT
 MA2308'1964, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT
 MA2308'PROJECTING 4 INCHES ABOVE THE GROUND SURFACE.  IT IS LOCATED IN THE
 MA2308'CENTER OF THE BASE OF THE ZIMMERMAN HILL FIRE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1891 ***********************************************************************
 MA1891  DESIGNATION -  ET 14 BRP
 MA1891  PID         -  MA1891
 MA1891  STATE/COUNTY-  PA/WARREN
 MA1891  USGS QUAD   -  SUGAR GROVE (1975)
 MA1891
 MA1891                         *CURRENT SURVEY CONTROL
 MA1891  ___________________________________________________________________
 MA1891* NAD 83(1992)-  41 59 34.65988(N)    079 21 35.93217(W)     ADJUSTED  
 MA1891* NAVD 88     -       506.     (meters)    1660.     (feet)  SCALED    
 MA1891  ___________________________________________________________________
 MA1891  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 MA1891  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 MA1891
 MA1891  HORZ ORDER  -  THIRD
 MA1891
 MA1891.The horizontal coordinates were established by classical geodetic methods
 MA1891.and adjusted by the National Geodetic Survey in June 2002..
 MA1891
 MA1891.The orthometric height was scaled from a topographic map.
 MA1891
 MA1891.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1891
 MA1891.The geoid height was determined by GEOID03.
 MA1891
 MA1891;                    North         East     Units Scale Factor Converg.
 MA1891;SPC PA N     -   204,063.112   466,603.851   MT  1.00000726   -1 03 54.2
 MA1891;SPC PA N     -   669,497.06  1,530,849.47   sFT  1.00000726   -1 03 54.2
 MA1891;UTM  17      - 4,650,295.579   635,839.406   MT  0.99982706   +1 05 50.7
 MA1891
 MA1891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1891!SPC PA N     -   0.99992589  x   1.00000726  =   0.99993315
 MA1891!UTM  17      -   0.99992589  x   0.99982706  =   0.99975296
 MA1891
 MA1891:                Primary Azimuth Mark                     Grid Az
 MA1891:SPC PA N     -  STA B10                                  128 14 51.7
 MA1891:UTM  17      -  STA B10                                  126 05 06.8
 MA1891
 MA1891|---------------------------------------------------------------------|
 MA1891| PID    Reference Object                     Distance      Geod. Az  |
 MA1891|                                                           dddmmss.s |
 MA1891| MA1889 STA B10                             APPROX. 7.0 KM 1271057.5 |
 MA1891|---------------------------------------------------------------------|
 MA1891
 MA1891                          SUPERSEDED SURVEY CONTROL
 MA1891
 MA1891  NAD 83(1996)-  41 59 34.66007(N)    079 21 35.93242(W) AD(       ) 3
 MA1891  NAD 83(1986)-  41 59 34.66263(N)    079 21 35.93127(W) AD(       ) 3
 MA1891  NAD 27      -  41 59 34.44098(N)    079 21 36.76361(W) AD(       ) 3
 MA1891
 MA1891.Superseded values are not recommended for survey control.
 MA1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1891.See file dsdata.txt to determine how the superseded data were derived.
 MA1891
 MA1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG3583950296(NAD 83)
 MA1891_MARKER: DD = SURVEY DISK
 MA1891_SETTING: 0 = UNSPECIFIED SETTING
 MA1891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1891
 MA1891  HISTORY     - Date     Condition        Report By
 MA1891  HISTORY     - 1966     MONUMENTED       USGS
 MA1891  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 MA1891
 MA1891                          STATION DESCRIPTION
 MA1891
 MA1891'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 MA1891'LOTTSVILLE, 4.8 MI NE. OF, 0.1 MI N. OF POST OFFICE IN SUGAR GROVE,
 MA1891'ALONG STATE HIGHWAY 69 TO Y-RD., THENCE 1.2 MI (LEFT) ALONG RD. FORK
 MA1891'TO HOUSE ON LEFT, 26 FT NE. OF CENTERLINE OF RD., 80 FT SE. OF 40-IN.
 MA1891'MAPLE TREE, 59 FT NE. OF 30-IN. HORSE CHESTNUT TREE, IN TOP OF
 MA1891'CONCRETE POST 2 IN. BELOW GROUND, STANDARD DISK STAMPED---ET 14
 MA1891'BRP 1966---.
 MA1891
 MA1891                          STATION RECOVERY (2004)
 MA1891
 MA1891'RECOVERY NOTE BY US POWER SQUADRON 2004 (WR)
 MA1891'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1982 ***********************************************************************
 KX1982  DESIGNATION -  ET 14 PHT
 KX1982  PID         -  KX1982
 KX1982  STATE/COUNTY-  PA/ARMSTRONG
 KX1982  USGS QUAD   -  TEMPLETON (1993)
 KX1982
 KX1982                         *CURRENT SURVEY CONTROL
 KX1982  ___________________________________________________________________
 KX1982* NAD 83(1992)-  40 53 28.06357(N)    079 22 49.58769(W)     ADJUSTED  
 KX1982* NAVD 88     -       439.     (meters)    1440.     (feet)  SCALED    
 KX1982  ___________________________________________________________________
 KX1982  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 KX1982  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KX1982
 KX1982  HORZ ORDER  -  THIRD
 KX1982
 KX1982.The horizontal coordinates were established by classical geodetic methods
 KX1982.and adjusted by the National Geodetic Survey in June 2002..
 KX1982
 KX1982.The orthometric height was scaled from a topographic map.
 KX1982
 KX1982.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1982
 KX1982.The geoid height was determined by GEOID03.
 KX1982
 KX1982;                    North         East     Units Scale Factor Converg.
 KX1982;SPC PA S     -   174,242.245   462,606.388   MT  0.99998900   -1 03 28.1
 KX1982;SPC PA S     -   571,659.77  1,517,734.46   sFT  0.99998900   -1 03 28.1
 KX1982;SPC PA N     -    81,747.684   462,605.357   MT  0.99999875   -1 04 43.0
 KX1982;SPC PA N     -   268,200.53  1,517,731.08   sFT  0.99999875   -1 04 43.0
 KX1982;UTM  17      - 4,527,933.906   636,433.902   MT  0.99982911   +1 03 37.3
 KX1982
 KX1982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX1982!SPC PA S     -   0.99993637  x   0.99998900  =   0.99992537
 KX1982!SPC PA N     -   0.99993637  x   0.99999875  =   0.99993512
 KX1982!UTM  17      -   0.99993637  x   0.99982911  =   0.99976549
 KX1982
 KX1982:                Primary Azimuth Mark                     Grid Az
 KX1982:SPC PA S     -  GALBRITH                                 037 01 30.0
 KX1982:SPC PA N     -  GALBRITH                                 037 02 44.9
 KX1982:UTM  17      -  GALBRITH                                 034 54 24.6
 KX1982
 KX1982|---------------------------------------------------------------------|
 KX1982| PID    Reference Object                     Distance      Geod. Az  |
 KX1982|                                                           dddmmss.s |
 KX1982| KX1968 GALBRITH                            APPROX. 3.4 KM 0355801.9 |
 KX1982| KX1981 STA 1 LINE 1                        101.589 METERS 06159     |
 KX1982|---------------------------------------------------------------------|
 KX1982
 KX1982                          SUPERSEDED SURVEY CONTROL
 KX1982
 KX1982  NAD 83(1986)-  40 53 28.06590(N)    079 22 49.59296(W) AD(       ) 3
 KX1982  NAD 27      -  40 53 27.82632(N)    079 22 50.45371(W) AD(       ) 3
 KX1982
 KX1982.Superseded values are not recommended for survey control.
 KX1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1982.See file dsdata.txt to determine how the superseded data were derived.
 KX1982
 KX1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF3643427934(NAD 83)
 KX1982_MARKER: DD = SURVEY DISK
 KX1982_SETTING: 0 = UNSPECIFIED SETTING
 KX1982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1982
 KX1982  HISTORY     - Date     Condition        Report By
 KX1982  HISTORY     - 1965     MONUMENTED       USGS
 KX1982
 KX1982                          STATION DESCRIPTION
 KX1982
 KX1982'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 KX1982'DISTANT, ON BLOCK E. OF POST OFFICE, THENCE 6.3 MI S., ALONG STATE
 KX1982'HIGHWAYS 28 AND 66, 1.0 MI N. OF SLABTOWN, 486 FT S. OF FIELD RD.
 KX1982'CROSSING, 25 FT S. OF CENTERLINE OF RD., 4 FT NW. OF STATION MARKER
 KX1982'NO. 4/35, 2 FT N. OF POWER POLE T7-418, IN CONCRETE POST PROJECTING
 KX1982'2 IN. ABOVE GROUND, STANDARD DISK STAMPED---ET 14 PHT 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2132 ***********************************************************************
 MA2132  DESIGNATION -  ET 15 BRP
 MA2132  PID         -  MA2132
 MA2132  STATE/COUNTY-  PA/CRAWFORD
 MA2132  USGS QUAD   -  TITUSVILLE NORTH (1973)
 MA2132
 MA2132                         *CURRENT SURVEY CONTROL
 MA2132  ___________________________________________________________________
 MA2132* NAD 83(1992)-  41 40 12.08465(N)    079 37 57.79721(W)     ADJUSTED  
 MA2132* NAVD 88     -       509.     (meters)    1670.     (feet)  SCALED    
 MA2132  ___________________________________________________________________
 MA2132  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 MA2132  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 MA2132
 MA2132  HORZ ORDER  -  THIRD
 MA2132
 MA2132.The horizontal coordinates were established by classical geodetic methods
 MA2132.and adjusted by the National Geodetic Survey in June 2002..
 MA2132
 MA2132.The orthometric height was scaled from a topographic map.
 MA2132
 MA2132.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2132
 MA2132.The geoid height was determined by GEOID03.
 MA2132
 MA2132;                    North         East     Units Scale Factor Converg.
 MA2132;SPC PA N     -   168,659.122   443,229.420   MT  0.99996654   -1 14 43.8
 MA2132;SPC PA N     -   553,342.47  1,454,161.86   sFT  0.99996654   -1 14 43.8
 MA2132;UTM  17      - 4,614,043.355   613,819.152   MT  0.99975942   +0 54 32.8
 MA2132
 MA2132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2132!SPC PA N     -   0.99992541  x   0.99996654  =   0.99989195
 MA2132!UTM  17      -   0.99992541  x   0.99975942  =   0.99968485
 MA2132
 MA2132:                Primary Azimuth Mark                     Grid Az
 MA2132:SPC PA N     -  TIONESTA FIRE LOOKOUT TOWER              136 59 04.6
 MA2132:UTM  17      -  TIONESTA FIRE LOOKOUT TOWER              134 49 48.0
 MA2132
 MA2132|---------------------------------------------------------------------|
 MA2132| PID    Reference Object                     Distance      Geod. Az  |
 MA2132|                                                           dddmmss.s |
 MA2132| MA2128 TIONESTA FIRE LOOKOUT TOWER         APPROX.15.2 KM 1354420.8 |
 MA2132| MA2126 PLEASANTVILLE WATER TANK            APPROX.10.2 KM 1502624.4 |
 MA2132| MA2133 STA B9                               46.742 METERS 21056     |
 MA2132|---------------------------------------------------------------------|
 MA2132
 MA2132                          SUPERSEDED SURVEY CONTROL
 MA2132
 MA2132  NAD 83(1996)-  41 40 12.08751(N)    079 37 57.79602(W) AD(       ) 3
 MA2132  NAD 83(1986)-  41 40 12.08931(N)    079 37 57.79642(W) AD(       ) 3
 MA2132  NAD 27      -  41 40 11.87695(N)    079 37 58.59563(W) AD(       ) 3
 MA2132
 MA2132.Superseded values are not recommended for survey control.
 MA2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2132.See file dsdata.txt to determine how the superseded data were derived.
 MA2132
 MA2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG1381914043(NAD 83)
 MA2132_MARKER: DD = SURVEY DISK
 MA2132_SETTING: 0 = UNSPECIFIED SETTING
 MA2132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA2132
 MA2132  HISTORY     - Date     Condition        Report By
 MA2132  HISTORY     - 1966     MONUMENTED       USGS
 MA2132
 MA2132                          STATION DESCRIPTION
 MA2132
 MA2132'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 MA2132'SHELMADINE SPRING, 2.0 MI SE. OF, 0.4 MI N. OF JUNCTION OF STATE
 MA2132'HIGHWAYS 27 AND 89 IN TITUSVILLE, ALONG HIGHWAY 89, THENCE RIGHT
 MA2132'UP STEEP GRADE AND FOLLOW MACADAM RD. FOR 3.6 MI, 24 FT W. OF
 MA2132'CENTERLINE OF RD., ABOUT 150 FT S. OF WHITE TWO-STORY FRAME HOUSE,
 MA2132'95 FT S. OF FENCE CORNER, 65 FT N. OF TELEPHONE POLE, 3 FT E. OF
 MA2132'WIRE FENCE, IN CONCRETE POST FLUSH WITH GROUND, STANDARD DISK
 MA2132'STAMPED---ET 15 BRP 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1975 ***********************************************************************
 KX1975  DESIGNATION -  ET 15 PHT
 KX1975  PID         -  KX1975
 KX1975  STATE/COUNTY-  PA/ARMSTRONG
 KX1975  USGS QUAD   -  RURAL VALLEY (1990)
 KX1975
 KX1975                         *CURRENT SURVEY CONTROL
 KX1975  ___________________________________________________________________
 KX1975* NAD 83(1992)-  40 52 20.16157(N)    079 15 32.89398(W)     ADJUSTED  
 KX1975* NAVD 88     -       448.     (meters)    1470.     (feet)  SCALED    
 KX1975  ___________________________________________________________________
 KX1975  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 KX1975  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KX1975
 KX1975  HORZ ORDER  -  THIRD
 KX1975
 KX1975.The horizontal coordinates were established by classical geodetic methods
 KX1975.and adjusted by the National Geodetic Survey in June 2002..
 KX1975
 KX1975.The orthometric height was scaled from a topographic map.
 KX1975
 KX1975.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1975
 KX1975.The geoid height was determined by GEOID03.
 KX1975
 KX1975;                    North         East     Units Scale Factor Converg.
 KX1975;SPC PA S     -   171,966.255   472,791.560   MT  0.99998652   -0 58 44.8
 KX1975;SPC PA S     -   564,192.62  1,551,150.31   sFT  0.99998652   -0 58 44.8
 KX1975;SPC PA N     -    79,468.108   472,789.862   MT  1.00000180   -0 59 54.1
 KX1975;SPC PA N     -   260,721.62  1,551,144.74   sFT  1.00000180   -0 59 54.1
 KX1975;UTM  17      - 4,526,036.220   646,694.797   MT  0.99986487   +1 08 21.8
 KX1975
 KX1975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX1975!SPC PA S     -   0.99993493  x   0.99998652  =   0.99992145
 KX1975!SPC PA N     -   0.99993493  x   1.00000180  =   0.99993673
 KX1975!UTM  17      -   0.99993493  x   0.99986487  =   0.99979981
 KX1975
 KX1975:                Primary Azimuth Mark                     Grid Az
 KX1975:SPC PA S     -  CONCORD PRESBYTERIAN CH SPIRE            291 33 59.6
 KX1975:SPC PA N     -  CONCORD PRESBYTERIAN CH SPIRE            291 35 08.9
 KX1975:UTM  17      -  CONCORD PRESBYTERIAN CH SPIRE            289 26 53.0
 KX1975
 KX1975|---------------------------------------------------------------------|
 KX1975| PID    Reference Object                     Distance      Geod. Az  |
 KX1975|                                                           dddmmss.s |
 KX1975| KX1971 CONCORD PRESBYTERIAN CH SPIRE       APPROX. 5.8 KM 2903514.8 |
 KX1975| KX1974 STA 1 LINE 2 NO 1                   APPROX. 5.9 KM 2953906.2 |
 KX1975|---------------------------------------------------------------------|
 KX1975
 KX1975                          SUPERSEDED SURVEY CONTROL
 KX1975
 KX1975  NAD 83(1986)-  40 52 20.16329(N)    079 15 32.89869(W) AD(       ) 3
 KX1975  NAD 27      -  40 52 19.92270(N)    079 15 33.77160(W) AD(       ) 3
 KX1975
 KX1975.Superseded values are not recommended for survey control.
 KX1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1975.See file dsdata.txt to determine how the superseded data were derived.
 KX1975
 KX1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF4669526036(NAD 83)
 KX1975_MARKER: DD = SURVEY DISK
 KX1975_SETTING: 0 = UNSPECIFIED SETTING
 KX1975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1975
 KX1975  HISTORY     - Date     Condition        Report By
 KX1975  HISTORY     - 1965     MONUMENTED       USGS
 KX1975
 KX1975                          STATION DESCRIPTION
 KX1975
 KX1975'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 KX1975'DAYTON, 0.3 MI W. OF POST OFFICE, ALONG MAIN STREET TO Y-RD. THENCE
 KX1975'0.6 I W. ALONG KITTANNING AVENUE (COUNTY ROAD 03077), THENCE 0.4 MI
 KX1975'N. ALONG DIRT RD. TO TOP OF HILL, 287 FT N. OF FIELD LINE AND WOODS
 KX1975'LINE N., 7 FT S. OF S. EDGE OF WOODS, 2 FT S. OF WITNESS POST SIGN,
 KX1975'IN CONCRETE POST PROJECTING 2 IN., STANDARD DISK STAMPED---ET 15
 KX1975'PHT 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1928 ***********************************************************************
 MA1928  DESIGNATION -  ET 16 PHT
 MA1928  PID         -  MA1928
 MA1928  STATE/COUNTY-  PA/ARMSTRONG
 MA1928  USGS QUAD   -  SUMMERVILLE (1969)
 MA1928
 MA1928                         *CURRENT SURVEY CONTROL
 MA1928  ___________________________________________________________________
 MA1928* NAD 83(1992)-  41 00 09.65252(N)    079 14 58.66166(W)     ADJUSTED  
 MA1928* NAVD 88     -       472.     (meters)    1549.     (feet)  SCALED    
 MA1928  ___________________________________________________________________
 MA1928  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 MA1928  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 MA1928
 MA1928  HORZ ORDER  -  THIRD
 MA1928
 MA1928.The horizontal coordinates were established by classical geodetic methods
 MA1928.and adjusted by the National Geodetic Survey in June 2002..
 MA1928
 MA1928.The orthometric height was scaled from a topographic map.
 MA1928
 MA1928.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1928
 MA1928.The geoid height was determined by GEOID03.
 MA1928
 MA1928;                    North         East     Units Scale Factor Converg.
 MA1928;SPC PA S     -   186,433.295   473,838.938   MT  1.00000586   -0 58 22.6
 MA1928;SPC PA S     -   611,656.57  1,554,586.58   sFT  1.00000586   -0 58 22.6
 MA1928;SPC PA N     -    93,934.741   473,842.077   MT  0.99998288   -0 59 31.4
 MA1928;SPC PA N     -   308,184.23  1,554,596.88   sFT  0.99998288   -0 59 31.4
 MA1928;UTM  17      - 4,540,530.219   647,206.211   MT  0.99986671   +1 08 55.0
 MA1928
 MA1928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1928!SPC PA S     -   0.99993115  x   1.00000586  =   0.99993701
 MA1928!SPC PA N     -   0.99993115  x   0.99998288  =   0.99991403
 MA1928!UTM  17      -   0.99993115  x   0.99986671  =   0.99979787
 MA1928
 MA1928:                Primary Azimuth Mark                     Grid Az
 MA1928:SPC PA S     -  STA 3 LINE 2 NO 1                        292 31 22.0
 MA1928:SPC PA N     -  STA 3 LINE 2 NO 1                        292 32 30.8
 MA1928:UTM  17      -  STA 3 LINE 2 NO 1                        290 24 04.4
 MA1928
 MA1928|---------------------------------------------------------------------|
 MA1928| PID    Reference Object                     Distance      Geod. Az  |
 MA1928|                                                           dddmmss.s |
 MA1928| MA1947 STA 3 LINE 2 NO 1                   APPROX. 9.6 KM 2913259.4 |
 MA1928|---------------------------------------------------------------------|
 MA1928
 MA1928                          SUPERSEDED SURVEY CONTROL
 MA1928
 MA1928  NAD 83(1986)-  41 00 09.65482(N)    079 14 58.66547(W) AD(       ) 3
 MA1928  NAD 27      -  41 00 09.41967(N)    079 14 59.53105(W) AD(       ) 3
 MA1928
 MA1928.Superseded values are not recommended for survey control.
 MA1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1928.See file dsdata.txt to determine how the superseded data were derived.
 MA1928
 MA1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF4720640530(NAD 83)
 MA1928_MARKER: DD = SURVEY DISK
 MA1928_SETTING: 0 = UNSPECIFIED SETTING
 MA1928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1928
 MA1928  HISTORY     - Date     Condition        Report By
 MA1928  HISTORY     - 1965     MONUMENTED       USGS
 MA1928
 MA1928                          STATION DESCRIPTION
 MA1928
 MA1928'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 MA1928'MAYPORT, T-RD. JUNCTION E. OF POST OFFICE (ACROSS BRIDGE OVER CLARION
 MA1928'RIVER), THENCE 0.7 MI SW. TO JUNCTION OF T-RD. SW., THENCE 1.6 MI SSE.
 MA1928'ALONG PAVED RD. TO JUNCTION OF T-RD. E., ABOUT 4.5 MI E. OF NEW
 MA1928'BETHLEHEM, 229 FT WSW. OF JUNCTION OF RD. E. (ALONG FENCE), 26 FT W.
 MA1928'OF GUY WIRE TO POWERLINE POLE, 7 FT E. OF POWERLINE POLE, 7 FT E. OF
 MA1928'WHITE WITNESS POST SIGN, 2 FT S. OF E-W. FENCELINE, IN CONCRETE POST
 MA1928'PROJECTING ABOUT 2.0 IN. ABOVE GROUND, STANDARD DISK STAMPED---ET 16
 MA1928'PHT 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1943 ***********************************************************************
 MA1943  DESIGNATION -  ET 18 PHT
 MA1943  PID         -  MA1943
 MA1943  STATE/COUNTY-  PA/CLARION
 MA1943  USGS QUAD   -  STRATTANVILLE (1981)
 MA1943
 MA1943                         *CURRENT SURVEY CONTROL
 MA1943  ___________________________________________________________________
 MA1943* NAD 83(1992)-  41 08 22.63634(N)    079 15 08.37762(W)     ADJUSTED  
 MA1943* NAVD 88     -       482.     (meters)    1581.     (feet)  SCALED    
 MA1943  ___________________________________________________________________
 MA1943  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 MA1943  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 MA1943
 MA1943  HORZ ORDER  -  THIRD
 MA1943
 MA1943.The horizontal coordinates were established by classical geodetic methods
 MA1943.and adjusted by the National Geodetic Survey in June 2002..
 MA1943
 MA1943.The orthometric height was scaled from a topographic map.
 MA1943
 MA1943.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1943
 MA1943.The geoid height was determined by GEOID03.
 MA1943
 MA1943;                    North         East     Units Scale Factor Converg.
 MA1943;SPC PA N     -   109,143.916   473,878.830   MT  0.99996853   -0 59 37.9
 MA1943;SPC PA N     -   358,083.00  1,554,717.46   sFT  0.99996853   -0 59 37.9
 MA1943;SPC PA S     -   201,643.137   473,870.613   MT  1.00003177   -0 58 28.9
 MA1943;SPC PA S     -   661,557.53  1,554,690.50   sFT  1.00003177   -0 58 28.9
 MA1943;UTM  17      - 4,555,728.474   646,674.465   MT  0.99986478   +1 08 60.0
 MA1943
 MA1943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1943!SPC PA N     -   0.99992956  x   0.99996853  =   0.99989809
 MA1943!SPC PA S     -   0.99992956  x   1.00003177  =   0.99996133
 MA1943!UTM  17      -   0.99992956  x   0.99986478  =   0.99979435
 MA1943
 MA1943:                Primary Azimuth Mark                     Grid Az
 MA1943:SPC PA N     -  AIR                                      033 45 39.3
 MA1943:SPC PA S     -  AIR                                      033 44 30.3
 MA1943:UTM  17      -  AIR                                      031 37 01.4
 MA1943
 MA1943|---------------------------------------------------------------------|
 MA1943| PID    Reference Object                     Distance      Geod. Az  |
 MA1943|                                                           dddmmss.s |
 MA1943| MA1931 AIR                                 APPROX. 3.2 KM 0324601.4 |
 MA1943|---------------------------------------------------------------------|
 MA1943
 MA1943                          SUPERSEDED SURVEY CONTROL
 MA1943
 MA1943  NAD 83(1986)-  41 08 22.63804(N)    079 15 08.38069(W) AD(       ) 3
 MA1943  NAD 27      -  41 08 22.40420(N)    079 15 09.23206(W) AD(       ) 3
 MA1943
 MA1943.Superseded values are not recommended for survey control.
 MA1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1943.See file dsdata.txt to determine how the superseded data were derived.
 MA1943
 MA1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF4667455728(NAD 83)
 MA1943_MARKER: DD = SURVEY DISK
 MA1943_SETTING: 0 = UNSPECIFIED SETTING
 MA1943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1943
 MA1943  HISTORY     - Date     Condition        Report By
 MA1943  HISTORY     - 1965     MONUMENTED       USGS
 MA1943
 MA1943                          STATION DESCRIPTION
 MA1943
 MA1943'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 MA1943'KINGSVILLE, 0.9 MI NE. OF CROSSROADS, ALONG COUNTY ROAD 16009 TO TOP
 MA1943'OF HILL, THENCE 0.2 MI RIGHT ALONG FIELD RD. TO E. END OF RIDGE,
 MA1943'430 FT ENE. OF CENTERLINE OF RD. AT JUNCTION OF DRIVE SE., 276 FT OF
 MA1943'NW. CORNER OF CULTIVATED FIELD, 117 FT N. OF CULTIVATED FIELD, 2 FT
 MA1943'E. OF WHITE WITNESS POST SIGN, IN CONCRETE POST PROJECTING 1 IN. ABOVE
 MA1943'GROUND, STANDARD DISK STAMPED---ET 18 PHT 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1871 ***********************************************************************
 MA1871  DESIGNATION -  ET 19 PHT
 MA1871  PID         -  MA1871
 MA1871  STATE/COUNTY-  PA/WARREN
 MA1871  USGS QUAD   -  COBHAM (1977)
 MA1871
 MA1871                         *CURRENT SURVEY CONTROL
 MA1871  ___________________________________________________________________
 MA1871* NAD 83(1992)-  41 44 17.01633(N)    079 15 44.65486(W)     ADJUSTED  
 MA1871* NAVD 88     -       581.     (meters)    1906.     (feet)  SCALED    
 MA1871  ___________________________________________________________________
 MA1871  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 MA1871  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 MA1871
 MA1871  HORZ ORDER  -  THIRD
 MA1871
 MA1871.The horizontal coordinates were established by classical geodetic methods
 MA1871.and adjusted by the National Geodetic Survey in June 2002..
 MA1871
 MA1871.The orthometric height was scaled from a topographic map.
 MA1871
 MA1871.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1871
 MA1871.The geoid height was determined by GEOID03.
 MA1871
 MA1871;                    North         East     Units Scale Factor Converg.
 MA1871;SPC PA N     -   175,610.004   474,193.456   MT  0.99997247   -1 00 01.9
 MA1871;SPC PA N     -   576,147.15  1,555,749.70   sFT  0.99997247   -1 00 01.9
 MA1871;UTM  17      - 4,622,152.866   644,494.770   MT  0.99985693   +1 09 25.1
 MA1871
 MA1871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1871!SPC PA N     -   0.99991404  x   0.99997247  =   0.99988651
 MA1871!UTM  17      -   0.99991404  x   0.99985693  =   0.99977098
 MA1871
 MA1871:                Primary Azimuth Mark                     Grid Az
 MA1871:SPC PA N     -  WHEELER                                  176 05 49.1
 MA1871:UTM  17      -  WHEELER                                  173 56 22.1
 MA1871
 MA1871|---------------------------------------------------------------------|
 MA1871| PID    Reference Object                     Distance      Geod. Az  |
 MA1871|                                                           dddmmss.s |
 MA1871| MA1870 WHEELER                             APPROX. 5.2 KM 1750547.2 |
 MA1871|---------------------------------------------------------------------|
 MA1871
 MA1871                          SUPERSEDED SURVEY CONTROL
 MA1871
 MA1871  NAD 83(1996)-  41 44 17.01727(N)    079 15 44.65460(W) AD(       ) 3
 MA1871  NAD 83(1986)-  41 44 17.01907(N)    079 15 44.65286(W) AD(       ) 3
 MA1871  NAD 27      -  41 44 16.80207(N)    079 15 45.49002(W) AD(       ) 3
 MA1871
 MA1871.Superseded values are not recommended for survey control.
 MA1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1871.See file dsdata.txt to determine how the superseded data were derived.
 MA1871
 MA1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG4449522153(NAD 83)
 MA1871_MARKER: DD = SURVEY DISK
 MA1871_SETTING: 0 = UNSPECIFIED SETTING
 MA1871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1871
 MA1871  HISTORY     - Date     Condition        Report By
 MA1871  HISTORY     - 1964     MONUMENTED       USGS
 MA1871
 MA1871                          STATION DESCRIPTION
 MA1871
 MA1871'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MA1871'TIDIOUTE POST OFFICE, 11.0 MI NE. OF, ALONG STATE HIGHWAY 322 TO FOUR
 MA1871'70-FT RADIO TOWERS ON RIGHT, 257 FT NE. OF CENTERLINE OF RD. AT DRIVE
 MA1871'E. TO FOUR TOWERS, 198 FT E. OF CENTERLINE OF RD. ALONG HEDGEROW E.,
 MA1871'ABOUT 150 FT N. OF FENCE AROUND TOWERS, IN LINE WITH ROW OF APPLE
 MA1871'TREES AT N. SIDE OF ORCHARD, 12 FT E. OF APPLE TREE, 13 FT W. OF APPLE
 MA1871'TREE, IN CONCRETE POST PROJECTING ABOUT 2 IN., STANDARD DISK
 MA1871'STAMPED---ET 19 PHT 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1949 ***********************************************************************
 MA1949  DESIGNATION -  ET 19 PHT
 MA1949  PID         -  MA1949
 MA1949  STATE/COUNTY-  PA/CLARION
 MA1949  USGS QUAD   -  NEW BETHLEHEM (1981)
 MA1949
 MA1949                         *CURRENT SURVEY CONTROL
 MA1949  ___________________________________________________________________
 MA1949* NAD 83(1992)-  41 07 04.61748(N)    079 22 02.57263(W)     ADJUSTED  
 MA1949* NAVD 88     -       482.     (meters)    1581.     (feet)  SCALED    
 MA1949  ___________________________________________________________________
 MA1949  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 MA1949  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 MA1949
 MA1949  HORZ ORDER  -  THIRD
 MA1949
 MA1949.The horizontal coordinates were established by classical geodetic methods
 MA1949.and adjusted by the National Geodetic Survey in June 2002..
 MA1949.No horizontal observational check was made to the station.
 MA1949
 MA1949.The orthometric height was scaled from a topographic map.
 MA1949
 MA1949.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1949
 MA1949.The geoid height was determined by GEOID03.
 MA1949
 MA1949;                    North         East     Units Scale Factor Converg.
 MA1949;SPC PA N     -   106,911.563   464,176.111   MT  0.99997043   -1 04 11.9
 MA1949;SPC PA N     -   350,759.02  1,522,884.46   sFT  0.99997043   -1 04 11.9
 MA1949;SPC PA S     -   199,407.282   464,168.087   MT  1.00002728   -1 02 57.6
 MA1949;SPC PA S     -   654,222.06  1,522,858.13   sFT  1.00002728   -1 02 57.6
 MA1949;UTM  17      - 4,553,135.044   637,063.214   MT  0.99983121   +1 04 25.7
 MA1949
 MA1949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1949!SPC PA N     -   0.99992959  x   0.99997043  =   0.99990002
 MA1949!SPC PA S     -   0.99992959  x   1.00002728  =   0.99995687
 MA1949!UTM  17      -   0.99992959  x   0.99983121  =   0.99976081
 MA1949
 MA1949                          SUPERSEDED SURVEY CONTROL
 MA1949
 MA1949  NAD 83(1986)-  41 07 04.61846(N)    079 22 02.57504(W) AD(       ) 3
 MA1949  NAD 27      -  41 07 04.37859(N)    079 22 03.41779(W) AD(       ) 3
 MA1949
 MA1949.Superseded values are not recommended for survey control.
 MA1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1949.See file dsdata.txt to determine how the superseded data were derived.
 MA1949
 MA1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF3706353135(NAD 83)
 MA1949_MARKER: DD = SURVEY DISK
 MA1949_SETTING: 0 = UNSPECIFIED SETTING
 MA1949_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1949
 MA1949  HISTORY     - Date     Condition        Report By
 MA1949  HISTORY     - 1965     MONUMENTED       USGS
 MA1949
 MA1949                          STATION DESCRIPTION
 MA1949
 MA1949'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 MA1949'REIDSBURG, 2.8 MI SE. OF JUNCTION OF STATE HIGHWAYS 68 AND 839, ALONG
 MA1949'HIGHWAY 839 TO CROSSROADS, THENCE 1.0 MI. LEFT ALONG DIRT RD. TO
 MA1949'JUNCTION OF T-RD., THENCE 0.5 MI RIGHT TO JUNCTION OF T-RD. E., THENCE
 MA1949'0.2 MI E. TO JUNCTION OF T-RD. N., THENCE 0.4 MI N. ALONG DIRT RD.
 MA1949'TO TOP OF HILL, 6.5 MI S. OF CLARION, 5.1 MI WSW. OF KINGSVILLE, 40 FT
 MA1949'ESE. OF CENTERLINE OF MAIN RD., 5 FT N. OF 8-IN. TREE WITH WHITE
 MA1949'WITNESS POST SIGN, IN CONCRETE POST, STANDARD DISK STAMPED---ET 19
 MA1949'PHT 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2358 ***********************************************************************
 MA2358  DESIGNATION -  ET 197 BRP 1964
 MA2358  PID         -  MA2358
 MA2358  STATE/COUNTY-  PA/ELK
 MA2358  USGS QUAD   -  RUSSELL CITY (1983)
 MA2358
 MA2358                         *CURRENT SURVEY CONTROL
 MA2358  ___________________________________________________________________
 MA2358* NAD 83(1992)-  41 30 09.53334(N)    078 53 51.45997(W)     ADJUSTED  
 MA2358* NAVD 88     -       530.34   (+/-2cm)    1740.0    (feet)  VERTCON   
 MA2358  ___________________________________________________________________
 MA2358  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 MA2358  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 MA2358
 MA2358  HORZ ORDER  -  THIRD
 MA2358  VERT ORDER  -  THIRD ? (See Below)
 MA2358
 MA2358.The horizontal coordinates were established by classical geodetic methods
 MA2358.and adjusted by the National Geodetic Survey in June 2002..
 MA2358
 MA2358.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2358.The vertical order pertains to the NGVD 29 superseded value.
 MA2358
 MA2358.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2358
 MA2358.The geoid height was determined by GEOID03.
 MA2358
 MA2358;                    North         East     Units Scale Factor Converg.
 MA2358;SPC PA N     -   149,001.033   504,188.215   MT  0.99995794   -0 45 33.1
 MA2358;SPC PA N     -   488,847.56  1,654,157.50   sFT  0.99995794   -0 45 33.1
 MA2358;UTM  17      - 4,596,691.976   675,467.533   MT  0.99997891   +1 23 36.6
 MA2358
 MA2358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2358!SPC PA N     -   0.99992185  x   0.99995794  =   0.99987979
 MA2358!UTM  17      -   0.99992185  x   0.99997891  =   0.99990076
 MA2358
 MA2358:                Primary Azimuth Mark                     Grid Az
 MA2358:SPC PA N     -  STA 8 LINE 6                             345 21 28.6
 MA2358:UTM  17      -  STA 8 LINE 6                             343 12 18.9
 MA2358
 MA2358|---------------------------------------------------------------------|
 MA2358| PID    Reference Object                     Distance      Geod. Az  |
 MA2358|                                                           dddmmss.s |
 MA2358| MA2359 STA 8 LINE 6                        APPROX. 1.5 KM 3443555.5 |
 MA2358|---------------------------------------------------------------------|
 MA2358
 MA2358                          SUPERSEDED SURVEY CONTROL
 MA2358
 MA2358  NAD 83(1996)-  41 30 09.53481(N)    078 53 51.46138(W) AD(       ) 3
 MA2358  NAD 83(1986)-  41 30 09.53492(N)    078 53 51.46138(W) AD(       ) 3
 MA2358  NAD 27      -  41 30 09.31237(N)    078 53 52.33924(W) AD(       ) 3
 MA2358  NGVD 29 (07/19/86)  530.47   (m)         1740.4    (f) LEVELING    3  
 MA2358
 MA2358.Superseded values are not recommended for survey control.
 MA2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2358.See file dsdata.txt to determine how the superseded data were derived.
 MA2358
 MA2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF7546896692(NAD 83)
 MA2358_MARKER: DD = SURVEY DISK
 MA2358_SETTING: 0 = UNSPECIFIED SETTING
 MA2358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA2358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA2358+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2001
 MA2358
 MA2358  HISTORY     - Date     Condition        Report By
 MA2358  HISTORY     - 1964     MONUMENTED       USGS
 MA2358  HISTORY     - 20010706 GOOD             INDIV
 MA2358
 MA2358                          STATION DESCRIPTION
 MA2358
 MA2358'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MA2358'SACKETT, 2.2 MI S. OF, ALONG SACKETT-OWLS NEST ROAD, 2.2 MI N. OF
 MA2358'OWLS NEST, 52 FT S. AND 22 FT E. OF, AND 1.3 FT LOWER THAN FOREST
 MA2358'SERVICE ROAD NE., 3 FT S. OF FOREST SERVICE SIGN, IN CONCRETE POST,
 MA2358'STANDARD DISK STAMPED---197 BRP 1964 1740 ET---.
 MA2358
 MA2358                          STATION RECOVERY (2001)
 MA2358
 MA2358'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (MJT)
 MA2358'184' SOUTH OF ATV TRAIL CROSSING, 136.9' NORTH OF WEST PENN SYSTEM
 MA2358'POLE NO.231394, 79.5' NORTH OF YELLOW ATV CROSSING SIGN, 23.4' EAST OF
 MA2358'CENTERLINE OF DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2046 ***********************************************************************
 KX2046  DESIGNATION -  ET 2 DCB
 KX2046  PID         -  KX2046
 KX2046  STATE/COUNTY-  PA/FAYETTE
 KX2046  USGS QUAD   -  FAYETTE CITY (1979)
 KX2046
 KX2046                         *CURRENT SURVEY CONTROL
 KX2046  ___________________________________________________________________
 KX2046* NAD 83(1992)-  40 00 26.17014(N)    079 51 42.30360(W)     ADJUSTED  
 KX2046* NAVD 88     -       388.9    (meters)    1276.     (feet)  VERTCON   
 KX2046  ___________________________________________________________________
 KX2046  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 KX2046  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KX2046
 KX2046  HORZ ORDER  -  SECOND
 KX2046
 KX2046.The horizontal coordinates were established by classical geodetic methods
 KX2046.and adjusted by the National Geodetic Survey in June 2002..
 KX2046
 KX2046.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2046
 KX2046.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2046
 KX2046.The geoid height was determined by GEOID03.
 KX2046
 KX2046;                    North         East     Units Scale Factor Converg.
 KX2046;SPC PA S     -    76,986.000   419,707.681   MT  0.99998926   -1 22 12.3
 KX2046;SPC PA S     -   252,578.23  1,376,990.95   sFT  0.99998926   -1 22 12.3
 KX2046;UTM  17      - 4,429,184.498   597,151.411   MT  0.99971619   +0 43 54.6
 KX2046
 KX2046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2046!SPC PA S     -   0.99994417  x   0.99998926  =   0.99993343
 KX2046!UTM  17      -   0.99994417  x   0.99971619  =   0.99966038
 KX2046
 KX2046:                Primary Azimuth Mark                     Grid Az
 KX2046:SPC PA S     -  ET 4 DCB                                 095 21 15.5
 KX2046:UTM  17      -  ET 4 DCB                                 093 15 08.6
 KX2046
 KX2046|---------------------------------------------------------------------|
 KX2046| PID    Reference Object                     Distance      Geod. Az  |
 KX2046|                                                           dddmmss.s |
 KX2046| KX2038 ET 4 DCB                            APPROX.10.5 KM 0935903.2 |
 KX2046|---------------------------------------------------------------------|
 KX2046
 KX2046                          SUPERSEDED SURVEY CONTROL
 KX2046
 KX2046  NAD 83(1995)-  40 00 26.17075(N)    079 51 42.30438(W) AD(       ) 2
 KX2046  NAD 83(1986)-  40 00 26.17420(N)    079 51 42.31018(W) AD(       ) 2
 KX2046  NAD 27      -  40 00 25.90564(N)    079 51 43.15490(W) AD(       ) 2
 KX2046  NGVD 29 (07/19/86)  389.1    (m)         1277.     (f) VERT ANG       
 KX2046
 KX2046.Superseded values are not recommended for survey control.
 KX2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2046.See file dsdata.txt to determine how the superseded data were derived.
 KX2046
 KX2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE9715129184(NAD 83)
 KX2046_MARKER: Z = SEE DESCRIPTION
 KX2046_SETTING: 0 = UNSPECIFIED SETTING
 KX2046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX2046
 KX2046  HISTORY     - Date     Condition        Report By
 KX2046  HISTORY     - 1962     MONUMENTED       USGS
 KX2046
 KX2046                          STATION DESCRIPTION
 KX2046
 KX2046'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (DCB)
 KX2046'UNIONTOWN, 10.0 MI. NW. OF.  3.0 MI. N. OF REPUBLIC.  0.1 MI. E.
 KX2046'OF INTERSECTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 166 (ABOUT
 KX2046'3.0 MI. E. OF BROWNSVILLE), ALONG HIGHWAY 40 TO T-RD.  NORTH,
 KX2046'THENCE 0.6 MI. NORTH (LEFT) ALONG MACADAM ROAD TO RESIDENCE OF JOHN
 KX2046'S.  THOMAS ON RIGHT (WHITE FRAME DWELLING) THENCE RIGHT ALONG
 KX2046'SOUTH SIDE OF HOUSE AND PROCEED UP HILL 0.3 MI. TO CULTIVATED FIELD
 KX2046'TO HIGHEST PART OF SMALL CONICAL HILL.  IN CONCRETE POST
 KX2046'PROJECTING 2 INCHES.  STANDARD TABLET STAMPED ET 2 DCB 1962.
 KX2046'
 KX2046'REFERENCE MARK NO. IS 305.76 FT. FROM STATION S 40 DEG 14 MIN W
 KX2046'IN WOODS LINE. 7 FT. SOUTH OF CULTIVATED FIELD.  5 FEET WEST
 KX2046'OF TWIN 8-INCH TREE OF HEAVEN.  IN CONCRETE POST PROJECTING 2
 KX2046'INCHES.  STANDARD TABLET STAMPED ET 2 DCB 1962 RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1983 ***********************************************************************
 MA1983  DESIGNATION -  ET 2 GRS
 MA1983  PID         -  MA1983
 MA1983  STATE/COUNTY-  PA/VENANGO
 MA1983  USGS QUAD   -  KOSSUTH (1972)
 MA1983
 MA1983                         *CURRENT SURVEY CONTROL
 MA1983  ___________________________________________________________________
 MA1983* NAD 83(1992)-  41 22 23.81541(N)    079 30 27.07091(W)     ADJUSTED  
 MA1983* NAVD 88     -       479.     (meters)    1572.     (feet)  SCALED    
 MA1983  ___________________________________________________________________
 MA1983  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 MA1983  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MA1983
 MA1983  HORZ ORDER  -  THIRD
 MA1983
 MA1983.The horizontal coordinates were established by classical geodetic methods
 MA1983.and adjusted by the National Geodetic Survey in June 2002..
 MA1983.No horizontal observational check was made to the station.
 MA1983
 MA1983.The orthometric height was scaled from a topographic map.
 MA1983
 MA1983.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1983
 MA1983.The geoid height was determined by GEOID03.
 MA1983
 MA1983;                    North         East     Units Scale Factor Converg.
 MA1983;SPC PA N     -   135,490.853   452,984.536   MT  0.99995714   -1 09 45.6
 MA1983;SPC PA N     -   444,522.91  1,486,166.77   sFT  0.99995714   -1 09 45.6
 MA1983;UTM  17      - 4,581,270.835   624,810.866   MT  0.99979171   +0 59 11.8
 MA1983
 MA1983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1983!SPC PA N     -   0.99993008  x   0.99995714  =   0.99988722
 MA1983!UTM  17      -   0.99993008  x   0.99979171  =   0.99972180
 MA1983
 MA1983                          SUPERSEDED SURVEY CONTROL
 MA1983
 MA1983  NAD 83(1986)-  41 22 23.81869(N)    079 30 27.07197(W) AD(       ) 3
 MA1983  NAD 27      -  41 22 23.58316(N)    079 30 27.92015(W) AD(       ) 3
 MA1983
 MA1983.Superseded values are not recommended for survey control.
 MA1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1983.See file dsdata.txt to determine how the superseded data were derived.
 MA1983
 MA1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF2481181271(NAD 83)
 MA1983_MARKER: DD = SURVEY DISK
 MA1983_SETTING: 0 = UNSPECIFIED SETTING
 MA1983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1983
 MA1983  HISTORY     - Date     Condition        Report By
 MA1983  HISTORY     - 1962     MONUMENTED       USGS
 MA1983
 MA1983                          STATION DESCRIPTION
 MA1983
 MA1983'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 MA1983'OIL CITY, 15.0 MI SE. OF, 0.8 MI NW. OF VENUS POST OFFICE, ALONG STATE
 MA1983'HIGHWAY 157 TO Y-RD. W., THENCE 0.9 MI W. ALONG Y-RD. TO T-RD. S.,
 MA1983'ON EXTENDED CENTERLINE OF T-RD. S., 16 FT N. OF CENTERLINE OF E.-W.
 MA1983'RD., 3 FT NW. OF TELEPHONE POLE, IN CONCRETE POST PROJECTING 4 IN.,
 MA1983'STANDARD DISK STAMPED---ET 2 GRS 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2134 ***********************************************************************
 MA2134  DESIGNATION -  ET 2 PHT
 MA2134  PID         -  MA2134
 MA2134  STATE/COUNTY-  PA/CRAWFORD
 MA2134  USGS QUAD   -  CENTERVILLE (1977)
 MA2134
 MA2134                         *CURRENT SURVEY CONTROL
 MA2134  ___________________________________________________________________
 MA2134* NAD 83(1992)-  41 38 06.24971(N)    079 45 31.81880(W)     ADJUSTED  
 MA2134* NAVD 88     -       495.     (meters)    1624.     (feet)  SCALED    
 MA2134  ___________________________________________________________________
 MA2134  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 MA2134  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 MA2134
 MA2134  HORZ ORDER  -  THIRD
 MA2134
 MA2134.The horizontal coordinates were established by classical geodetic methods
 MA2134.and adjusted by the National Geodetic Survey in June 2002..
 MA2134
 MA2134.The orthometric height was scaled from a topographic map.
 MA2134
 MA2134.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2134
 MA2134.The geoid height was determined by GEOID03.
 MA2134
 MA2134;                    North         East     Units Scale Factor Converg.
 MA2134;SPC PA N     -   165,013.992   432,639.682   MT  0.99996404   -1 19 44.1
 MA2134;SPC PA N     -   541,383.41  1,419,418.69   sFT  0.99996404   -1 19 44.1
 MA2134;UTM  17      - 4,610,003.649   603,376.206   MT  0.99973151   +0 49 28.8
 MA2134
 MA2134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2134!SPC PA N     -   0.99992762  x   0.99996404  =   0.99989167
 MA2134!UTM  17      -   0.99992762  x   0.99973151  =   0.99965915
 MA2134
 MA2134|---------------------------------------------------------------------|
 MA2134| PID    Reference Object                     Distance      Geod. Az  |
 MA2134|                                                           dddmmss.s |
 MA2134| MA2135 STA 18 LINE 2                       222.823 METERS 23436     |
 MA2134| MA2137 STA 16 LINE 2                       APPROX. 1.6 KM 2665756.7 |
 MA2134|---------------------------------------------------------------------|
 MA2134
 MA2134                          SUPERSEDED SURVEY CONTROL
 MA2134
 MA2134  NAD 83(1995)-  41 38 06.25381(N)    079 45 31.81943(W) AD(       ) 3
 MA2134  NAD 83(1986)-  41 38 06.25298(N)    079 45 31.81954(W) AD(       ) 3
 MA2134  NAD 27      -  41 38 06.07819(N)    079 45 32.65419(W) AD(       ) 3
 MA2134
 MA2134.Superseded values are not recommended for survey control.
 MA2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2134.See file dsdata.txt to determine how the superseded data were derived.
 MA2134
 MA2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG0337610004(NAD 83)
 MA2134_MARKER: DD = SURVEY DISK
 MA2134_SETTING: 0 = UNSPECIFIED SETTING
 MA2134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA2134
 MA2134  HISTORY     - Date     Condition        Report By
 MA2134  HISTORY     - 1964     MONUMENTED       USGS
 MA2134
 MA2134                          STATION DESCRIPTION
 MA2134
 MA2134'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MA2134'HYDETOWN, 1.6 MI W. OF JUNCTION OF STATE HIGHWAYS 8 AND 408, ALONG
 MA2134'HIGHWAY 408 TO CROSSROADS, THENCE 1.0 MI S. ALONG DIRT RD. TO DRIVE
 MA2134'LEFT, 340 FT S. ALONG RD. FROM SW. CORNER OF CEMETERY, ABOUT 400
 MA2134'FT N. OF CROSSROADS, ABOUT 300 FT N. OF EAST TROY CHURCH, 21 FT NW.
 MA2134'OF CENTERLINE OF RD. AT DRIVE E., 18.7 FT W. OF RD., 2 FT W. OF
 MA2134'TELEPHONE POLE, 3 FT E. OF GUY WIRE, 4 FT S. OF LARGE ROCK, ABOUT
 MA2134'2.5 FT HIGHER THAN CENTERLINE OF RD. AT DRIVE E., IN CONCRETE POST
 MA2134'PROJECTING 3 IN., STANDARD DISK STAMPED---ET 2 PHT 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1899 ***********************************************************************
 MA1899  DESIGNATION -  ET 20 PHT
 MA1899  PID         -  MA1899
 MA1899  STATE/COUNTY-  PA/WARREN
 MA1899  USGS QUAD   -  YOUNGSVILLE (1981)
 MA1899
 MA1899                         *CURRENT SURVEY CONTROL
 MA1899  ___________________________________________________________________
 MA1899* NAD 83(1992)-  41 45 52.41276(N)    079 22 20.65832(W)     ADJUSTED  
 MA1899* NAVD 88     -       575.     (meters)    1886.     (feet)  SCALED    
 MA1899  ___________________________________________________________________
 MA1899  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 MA1899  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MA1899
 MA1899  HORZ ORDER  -  THIRD
 MA1899
 MA1899.The horizontal coordinates were established by classical geodetic methods
 MA1899.and adjusted by the National Geodetic Survey in June 2002..
 MA1899
 MA1899.The orthometric height was scaled from a topographic map.
 MA1899
 MA1899.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1899
 MA1899.The geoid height was determined by GEOID03.
 MA1899
 MA1899;                    North         East     Units Scale Factor Converg.
 MA1899;SPC PA N     -   178,718.208   465,099.391   MT  0.99997516   -1 04 23.8
 MA1899;SPC PA N     -   586,344.65  1,525,913.59   sFT  0.99997516   -1 04 23.8
 MA1899;UTM  17      - 4,624,916.137   635,291.361   MT  0.99982524   +1 05 03.3
 MA1899
 MA1899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1899!SPC PA N     -   0.99991502  x   0.99997516  =   0.99989018
 MA1899!UTM  17      -   0.99991502  x   0.99982524  =   0.99974027
 MA1899
 MA1899:                Primary Azimuth Mark                     Grid Az
 MA1899:SPC PA N     -  STA 2 LINE 1                             014 25 46.6
 MA1899:UTM  17      -  STA 2 LINE 1                             012 16 19.5
 MA1899
 MA1899|---------------------------------------------------------------------|
 MA1899| PID    Reference Object                     Distance      Geod. Az  |
 MA1899|                                                           dddmmss.s |
 MA1899| MA1898 STA 2 LINE 1                        APPROX. 2.0 KM 0132122.8 |
 MA1899|---------------------------------------------------------------------|
 MA1899
 MA1899                          SUPERSEDED SURVEY CONTROL
 MA1899
 MA1899  NAD 83(1996)-  41 45 52.41370(N)    079 22 20.65786(W) AD(       ) 3
 MA1899  NAD 83(1986)-  41 45 52.41588(N)    079 22 20.65613(W) AD(       ) 3
 MA1899  NAD 27      -  41 45 52.20046(N)    079 22 21.48355(W) AD(       ) 3
 MA1899
 MA1899.Superseded values are not recommended for survey control.
 MA1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1899.See file dsdata.txt to determine how the superseded data were derived.
 MA1899
 MA1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG3529124916(NAD 83)
 MA1899_MARKER: DD = SURVEY DISK
 MA1899_SETTING: 0 = UNSPECIFIED SETTING
 MA1899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1899
 MA1899  HISTORY     - Date     Condition        Report By
 MA1899  HISTORY     - 1964     MONUMENTED       USGS
 MA1899
 MA1899                          STATION DESCRIPTION
 MA1899
 MA1899'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MA1899'TIDIOUTE, 5.5 MI NE. OF POST OFFICE, ALONG W. SIDE OF ALLEGHENY
 MA1899'RIVER (PAVED RD.) TO COBHAM AND T-RD. NW., THENCE 3.5 MI NW. ALONG
 MA1899'PAVED RD. TO TOP OF HILL, ABOUT 300 FT S. OF DAVY HILL CHURCH, 141 FT
 MA1899'N. OF CENTERLINE OF RD. AT DRIVE W. TO HOUSE, 134 FT S. OF RD. AT
 MA1899'FENCE W. ALONG S. EDGE OF DAVY HILL CEMETERY, 20 FT W. OF CENTERLINE
 MA1899'OF RD., 1 FT E. OF FENCE CORNER, 1 FT W. OF PROPERTY CORNER IRON PIPE
 MA1899'PROJECTING 1.5 FT, IN CONCRETE POST PROJECTING ABOUT 2 IN., STANDARD
 MA1899'DISK STAMPED---ET 20 PHT 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1969 ***********************************************************************
 MA1969  DESIGNATION -  ET 20 PHT
 MA1969  PID         -  MA1969
 MA1969  STATE/COUNTY-  PA/CLARION
 MA1969  USGS QUAD   -  FRYBURG (1977)
 MA1969
 MA1969                         *CURRENT SURVEY CONTROL
 MA1969  ___________________________________________________________________
 MA1969* NAD 83(1992)-  41 15 21.65029(N)    079 23 06.09395(W)     ADJUSTED  
 MA1969* NAVD 88     -       463.     (meters)    1519.     (feet)  SCALED    
 MA1969  ___________________________________________________________________
 MA1969  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 MA1969  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 MA1969
 MA1969  HORZ ORDER  -  THIRD
 MA1969
 MA1969.The horizontal coordinates were established by classical geodetic methods
 MA1969.and adjusted by the National Geodetic Survey in June 2002..
 MA1969.No horizontal observational check was made to the station.
 MA1969
 MA1969.The orthometric height was scaled from a topographic map.
 MA1969
 MA1969.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1969
 MA1969.The geoid height was determined by GEOID03.
 MA1969
 MA1969;                    North         East     Units Scale Factor Converg.
 MA1969;SPC PA N     -   122,269.238   462,983.949   MT  0.99996079   -1 04 53.9
 MA1969;SPC PA N     -   401,144.99  1,518,973.17   sFT  0.99996079   -1 04 53.9
 MA1969;UTM  17      - 4,568,435.235   635,297.244   MT  0.99982529   +1 03 54.4
 MA1969
 MA1969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1969!SPC PA N     -   0.99993256  x   0.99996079  =   0.99989335
 MA1969!UTM  17      -   0.99993256  x   0.99982529  =   0.99975786
 MA1969
 MA1969                          SUPERSEDED SURVEY CONTROL
 MA1969
 MA1969  NAD 83(1986)-  41 15 21.65257(N)    079 23 06.09554(W) AD(       ) 3
 MA1969  NAD 27      -  41 15 21.42608(N)    079 23 06.93156(W) AD(       ) 3
 MA1969
 MA1969.Superseded values are not recommended for survey control.
 MA1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1969.See file dsdata.txt to determine how the superseded data were derived.
 MA1969
 MA1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF3529768435(NAD 83)
 MA1969_MARKER: DD = SURVEY DISK
 MA1969_SETTING: 80 = SET IN A BOULDER
 MA1969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1969+STABILITY: SURFACE MOTION
 MA1969
 MA1969  HISTORY     - Date     Condition        Report By
 MA1969  HISTORY     - 1965     MONUMENTED       USGS
 MA1969
 MA1969                          STATION DESCRIPTION
 MA1969
 MA1969'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 MA1969'CLARION, 3.2 MI N. OF JUNCTION OF STATE HIGHWAYS 322 AND 966, ALONG
 MA1969'HIGHWAY 966 TO CROSSROADS, THENCE 2.4 MI W. ALONG DIRT MINING RD.
 MA1969'TO TOP OF HILL, 444 FT N. OF CENTERLINE OF MAIN STRIP-MINE RD. AT
 MA1969'JUNCTION OF T-RD. WNW., 200 FT NE. OF RD. ON ABANDONED STRIP-MINE,
 MA1969'167 FT S. OF W. EDGE OF GAP IN WOODS, 92 FT E. OF CENTERLINE OF RD.
 MA1969'AT SHARP BEND W., IN GRANITE BOULDER PROJECTING ABOUT 3 IN. ABOVE
 MA1969'GROUND, STANDARD DISK STAMPED---ET 20 PHT 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1903 ***********************************************************************
 MA1903  DESIGNATION -  ET 21 PHT
 MA1903  PID         -  MA1903
 MA1903  STATE/COUNTY-  PA/WARREN
 MA1903  USGS QUAD   -  PITTSFIELD (1975)
 MA1903
 MA1903                         *CURRENT SURVEY CONTROL
 MA1903  ___________________________________________________________________
 MA1903* NAD 83(1992)-  41 45 05.31672(N)    079 29 44.05809(W)     ADJUSTED  
 MA1903* NAVD 88     -       434.     (meters)    1424.     (feet)  SCALED    
 MA1903  ___________________________________________________________________
 MA1903  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 MA1903  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 MA1903
 MA1903  HORZ ORDER  -  THIRD
 MA1903
 MA1903.The horizontal coordinates were established by classical geodetic methods
 MA1903.and adjusted by the National Geodetic Survey in June 2002..
 MA1903
 MA1903.The orthometric height was scaled from a topographic map.
 MA1903
 MA1903.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1903
 MA1903.The geoid height was determined by GEOID03.
 MA1903
 MA1903;                    North         East     Units Scale Factor Converg.
 MA1903;SPC PA N     -   177,464.637   454,830.324   MT  0.99997380   -1 09 17.2
 MA1903;SPC PA N     -   582,231.90  1,492,222.49   sFT  0.99997380   -1 09 17.2
 MA1903;UTM  17      - 4,623,277.199   625,078.449   MT  0.99979252   +1 00 06.9
 MA1903
 MA1903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1903!SPC PA N     -   0.99993716  x   0.99997380  =   0.99991096
 MA1903!UTM  17      -   0.99993716  x   0.99979252  =   0.99972969
 MA1903
 MA1903:                Primary Azimuth Mark                     Grid Az
 MA1903:SPC PA N     -  STA 6 LINE 1                             261 23 15.9
 MA1903:UTM  17      -  STA 6 LINE 1                             259 13 51.8
 MA1903
 MA1903|---------------------------------------------------------------------|
 MA1903| PID    Reference Object                     Distance      Geod. Az  |
 MA1903|                                                           dddmmss.s |
 MA1903| MA2118 STA 6 LINE 1                        APPROX. 3.4 KM 2601358.7 |
 MA1903|---------------------------------------------------------------------|
 MA1903
 MA1903                          SUPERSEDED SURVEY CONTROL
 MA1903
 MA1903  NAD 83(1996)-  41 45 05.31797(N)    079 29 44.05748(W) AD(       ) 3
 MA1903  NAD 83(1986)-  41 45 05.32009(N)    079 29 44.05634(W) AD(       ) 3
 MA1903  NAD 27      -  41 45 05.10631(N)    079 29 44.87163(W) AD(       ) 3
 MA1903
 MA1903.Superseded values are not recommended for survey control.
 MA1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1903.See file dsdata.txt to determine how the superseded data were derived.
 MA1903
 MA1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG2507823277(NAD 83)
 MA1903_MARKER: DD = SURVEY DISK
 MA1903_SETTING: 0 = UNSPECIFIED SETTING
 MA1903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1903
 MA1903  HISTORY     - Date     Condition        Report By
 MA1903  HISTORY     - 1964     MONUMENTED       USGS
 MA1903  HISTORY     - 20041104 MARK NOT FOUND   USPSQD
 MA1903
 MA1903                          STATION DESCRIPTION
 MA1903
 MA1903'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MA1903'TIDIOUTE, 7.0 MI NW. OF POST OFFICE, ALONG STATE HIGHWAY 127 TO
 MA1903'JUNCTION OF STATE HIGHWAY 27, THENCE 1.0 MI SSW. TO T-RD. W., ON W.
 MA1903'SIDE OF HIGHWAY 27, ON S. SIDE OF T-RD. W., 404 FT NE. OF CENTERLINE
 MA1903'OF RD. AT DRIVE SE., 34 FT NW. OF CENTERLINE OF RD. AT NW., 17 FT NW.
 MA1903'RD., 2 FT NW. OF POWER POLE, 4 FT S. OF STOP SIGN, IN CONCRETE POST
 MA1903'PROJECTING ABOUT 2 IN., STANDARD DISK STAMPED---ET 21 PHT 1964---.
 MA1903
 MA1903                          STATION RECOVERY (2004)
 MA1903
 MA1903'RECOVERY NOTE BY US POWER SQUADRON 2004 (SL)
 MA1903'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1920 ***********************************************************************
 MA1920  DESIGNATION -  ET 21 PHT
 MA1920  PID         -  MA1920
 MA1920  STATE/COUNTY-  PA/JEFFERSON
 MA1920  USGS QUAD   -  BROOKVILLE (1969)
 MA1920
 MA1920                         *CURRENT SURVEY CONTROL
 MA1920  ___________________________________________________________________
 MA1920* NAD 83(1992)-  41 14 21.33706(N)    079 07 21.76985(W)     ADJUSTED  
 MA1920* NAVD 88     -       451.     (meters)    1480.     (feet)  SCALED    
 MA1920  ___________________________________________________________________
 MA1920  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 MA1920  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 MA1920
 MA1920  HORZ ORDER  -  THIRD
 MA1920
 MA1920.The horizontal coordinates were established by classical geodetic methods
 MA1920.and adjusted by the National Geodetic Survey in June 2002..
 MA1920
 MA1920.The orthometric height was scaled from a topographic map.
 MA1920
 MA1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1920
 MA1920.The geoid height was determined by GEOID03.
 MA1920
 MA1920;                    North         East     Units Scale Factor Converg.
 MA1920;SPC PA N     -   120,027.211   484,934.350   MT  0.99996165   -0 54 29.2
 MA1920;SPC PA N     -   393,789.27  1,590,988.78   sFT  0.99996165   -0 54 29.2
 MA1920;UTM  17      - 4,567,016.996   657,314.071   MT  0.99990458   +1 14 16.0
 MA1920
 MA1920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1920!SPC PA N     -   0.99993438  x   0.99996165  =   0.99989603
 MA1920!UTM  17      -   0.99993438  x   0.99990458  =   0.99983896
 MA1920
 MA1920:                Primary Azimuth Mark                     Grid Az
 MA1920:SPC PA N     -  FISHER                                   276 32 08.6
 MA1920:UTM  17      -  FISHER                                   274 23 23.4
 MA1920
 MA1920|---------------------------------------------------------------------|
 MA1920| PID    Reference Object                     Distance      Geod. Az  |
 MA1920|                                                           dddmmss.s |
 MA1920| MA1932 FISHER                              APPROX. 7.9 KM 2753739.4 |
 MA1920|---------------------------------------------------------------------|
 MA1920
 MA1920                          SUPERSEDED SURVEY CONTROL
 MA1920
 MA1920  NAD 83(1986)-  41 14 21.33848(N)    079 07 21.77197(W) AD(       ) 3
 MA1920  NAD 27      -  41 14 21.10721(N)    079 07 22.63771(W) AD(       ) 3
 MA1920
 MA1920.Superseded values are not recommended for survey control.
 MA1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1920.See file dsdata.txt to determine how the superseded data were derived.
 MA1920
 MA1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF5731467017(NAD 83)
 MA1920_MARKER: DD = SURVEY DISK
 MA1920_SETTING: 0 = UNSPECIFIED SETTING
 MA1920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1920
 MA1920  HISTORY     - Date     Condition        Report By
 MA1920  HISTORY     - 1965     MONUMENTED       USGS
 MA1920
 MA1920                          STATION DESCRIPTION
 MA1920
 MA1920'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 MA1920'SIGEL, 2.9 MI S. OF POST OFFICE, ALONG STATE HIGHWAY 36 TO T-RD.,
 MA1920'THENCE 0.9 MI W. ALONG T-RD. TO HOUSE ON RIGHT, THENCE 0.3 MI N.
 MA1920'ALONG DRIVE BEYOND HOUSE, PASSING BY BARN AND THROUGH GAP IN FENCE
 MA1920'TO TOP OF BUSHY HILL, 6.5 MI SE. OF FISHER, 200 FT SW. OF TOP OF
 MA1920'HILL, 103 FT N. OF CENTER OF 3 APPLE TREES, 77 FT S. OF BLAZED 8-IN.
 MA1920'SASSAFRAS TREE, 3.2 FT SW. OF WHITE WITNESS POST SIGN, IN CONCRETE
 MA1920'POST, STANDARD DISK STAMPED---ET 21 PHT 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1883 ***********************************************************************
 MA1883  DESIGNATION -  ET 22 PHT
 MA1883  PID         -  MA1883
 MA1883  STATE/COUNTY-  PA/WARREN
 MA1883  USGS QUAD   -  TIDIOUTE (1977)
 MA1883
 MA1883                         *CURRENT SURVEY CONTROL
 MA1883  ___________________________________________________________________
 MA1883* NAD 83(1992)-  41 37 46.52981(N)    079 22 33.60843(W)     ADJUSTED  
 MA1883* NAVD 88     -       500.     (meters)    1640.     (feet)  SCALED    
 MA1883  ___________________________________________________________________
 MA1883  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 MA1883  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 MA1883
 MA1883  HORZ ORDER  -  THIRD
 MA1883
 MA1883.The horizontal coordinates were established by classical geodetic methods
 MA1883.and adjusted by the National Geodetic Survey in June 2002..
 MA1883
 MA1883.The orthometric height was scaled from a topographic map.
 MA1883
 MA1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1883
 MA1883.The geoid height was determined by GEOID03.
 MA1883
 MA1883;                    North         East     Units Scale Factor Converg.
 MA1883;SPC PA N     -   163,736.436   464,518.916   MT  0.99996368   -1 04 32.4
 MA1883;SPC PA N     -   537,191.96  1,524,009.14   sFT  0.99996368   -1 04 32.4
 MA1883;UTM  17      - 4,609,925.288   635,274.947   MT  0.99982519   +1 04 44.4
 MA1883
 MA1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1883!SPC PA N     -   0.99992677  x   0.99996368  =   0.99989045
 MA1883!UTM  17      -   0.99992677  x   0.99982519  =   0.99975197
 MA1883
 MA1883:                Primary Azimuth Mark                     Grid Az
 MA1883:SPC PA N     -  STA 21                                   234 49 26.1
 MA1883:UTM  17      -  STA 21                                   232 40 09.3
 MA1883
 MA1883|---------------------------------------------------------------------|
 MA1883| PID    Reference Object                     Distance      Geod. Az  |
 MA1883|                                                           dddmmss.s |
 MA1883| MA1884 STA 21                              461.569 METERS 2334453.7 |
 MA1883|---------------------------------------------------------------------|
 MA1883
 MA1883                          SUPERSEDED SURVEY CONTROL
 MA1883
 MA1883  NAD 83(1996)-  41 37 46.53118(N)    079 22 33.60821(W) AD(       ) 3
 MA1883  NAD 83(1986)-  41 37 46.53251(N)    079 22 33.60715(W) AD(       ) 3
 MA1883  NAD 27      -  41 37 46.31312(N)    079 22 34.44086(W) AD(       ) 3
 MA1883
 MA1883.Superseded values are not recommended for survey control.
 MA1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1883.See file dsdata.txt to determine how the superseded data were derived.
 MA1883
 MA1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG3527509925(NAD 83)
 MA1883_MARKER: DD = SURVEY DISK
 MA1883_SETTING: 0 = UNSPECIFIED SETTING
 MA1883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1883
 MA1883  HISTORY     - Date     Condition        Report By
 MA1883  HISTORY     - 1964     MONUMENTED       USGS
 MA1883
 MA1883                          STATION DESCRIPTION
 MA1883
 MA1883'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MA1883'TIDIOUTE POST OFFICE, 2.7 MI E. OF, ALONG STATE HIGHWAY 322 TO CROSS-
 MA1883'ROADS, THENCE 2.6 MI (STRAIGHT) SE. TO GROUP OF CABINS ON LEFT, 256 FT
 MA1883'NNW. OF CENTERLINE OF RD. AT DRIVE NW., 24 FT E. OF CENTERLINE OF RD.
 MA1883'AT FIELD LINE CROSSING AND S. EDGE OF PINE TREES ON W. SIDE OF RD.,
 MA1883'3 FT SE. OF SE. CORNER OF SMALL PINE TREES, IN CONCRETE POST
 MA1883'PROJECTING ABOUT 1 IN., STANDARD DISK STAMPED---ET 22 PHT 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1909 ***********************************************************************
 MA1909  DESIGNATION -  ET 23 PHT MUZETTE LOT
 MA1909  PID         -  MA1909
 MA1909  STATE/COUNTY-  PA/FOREST
 MA1909  USGS QUAD   -  MARIENVILLE WEST (1973)
 MA1909
 MA1909                         *CURRENT SURVEY CONTROL
 MA1909  ___________________________________________________________________
 MA1909* NAD 83(1992)-  41 29 03.83065(N)    079 14 23.85271(W)     ADJUSTED  
 MA1909* NAVD 88     -       541.     (meters)    1775.     (feet)  SCALED    
 MA1909  ___________________________________________________________________
 MA1909  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 MA1909  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 MA1909
 MA1909  HORZ ORDER  -  THIRD
 MA1909
 MA1909.The horizontal coordinates were established by classical geodetic methods
 MA1909.and adjusted by the National Geodetic Survey in June 2002..
 MA1909
 MA1909.The orthometric height was scaled from a topographic map.
 MA1909
 MA1909.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1909
 MA1909.The geoid height was determined by GEOID03.
 MA1909
 MA1909;                    North         East     Units Scale Factor Converg.
 MA1909;SPC PA N     -   147,409.609   475,575.693   MT  0.99995752   -0 59 08.4
 MA1909;SPC PA N     -   483,626.36  1,560,284.59   sFT  0.99995752   -0 59 08.4
 MA1909;UTM  17      - 4,594,027.248   646,936.018   MT  0.99986570   +1 09 57.9
 MA1909
 MA1909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1909!SPC PA N     -   0.99992028  x   0.99995752  =   0.99987781
 MA1909!UTM  17      -   0.99992028  x   0.99986570  =   0.99978599
 MA1909
 MA1909:                Primary Azimuth Mark                     Grid Az
 MA1909:SPC PA N     -  ZIMMERMAN HILL FIRE TOWER                115 09 19.9
 MA1909:UTM  17      -  ZIMMERMAN HILL FIRE TOWER                113 00 13.6
 MA1909
 MA1909|---------------------------------------------------------------------|
 MA1909| PID    Reference Object                     Distance      Geod. Az  |
 MA1909|                                                           dddmmss.s |
 MA1909| MA2307 ZIMMERMAN HILL FIRE TOWER           APPROX.22.5 KM 1141011.5 |
 MA1909|---------------------------------------------------------------------|
 MA1909
 MA1909                          SUPERSEDED SURVEY CONTROL
 MA1909
 MA1909  NAD 83(1986)-  41 29 03.83263(N)    079 14 23.85125(W) AD(       ) 3
 MA1909  NAD 27      -  41 29 03.60612(N)    079 14 24.69524(W) AD(       ) 3
 MA1909
 MA1909.Superseded values are not recommended for survey control.
 MA1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1909.See file dsdata.txt to determine how the superseded data were derived.
 MA1909
 MA1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF4693694027(NAD 83)
 MA1909_MARKER: DD = SURVEY DISK
 MA1909_SETTING: 0 = UNSPECIFIED SETTING
 MA1909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1909
 MA1909  HISTORY     - Date     Condition        Report By
 MA1909  HISTORY     - 1964     MONUMENTED       USGS
 MA1909
 MA1909                          STATION DESCRIPTION
 MA1909
 MA1909'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MA1909'MARIENVILLE POST OFFICE, 2.0 MI SW. OF, ALONG STATE HIGHWAY 68 TO
 MA1909'Y-RD. W., THENCE 4.8 MI W. AND NW. TO T-RD. N. (SIGN MUZETTE LOT),
 MA1909'THENCE 0.8 MI N. TO Y-RD. NE., THENCE 0.3 MI NE. TO SHARP BEND N.,
 MA1909'DIRECTLY IN CENTER OF MUZETTE LOT, IN 6-IN. CLAY DRAIN TILE FILLED
 MA1909'WITH CONCRETE LEVEL WITH GROUND, STANDARD DISK STAMPED---ET 23 PHT
 MA1909'1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1878 ***********************************************************************
 MA1878  DESIGNATION -  ET 24 PHT
 MA1878  PID         -  MA1878
 MA1878  STATE/COUNTY-  PA/FOREST
 MA1878  USGS QUAD   -  KELLETTVILLE (1973)
 MA1878
 MA1878                         *CURRENT SURVEY CONTROL
 MA1878  ___________________________________________________________________
 MA1878* NAD 83(1992)-  41 30 40.00771(N)    079 22 14.92450(W)     ADJUSTED  
 MA1878* NAVD 88     -       511.     (meters)    1677.     (feet)  SCALED    
 MA1878  ___________________________________________________________________
 MA1878  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 MA1878  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 MA1878
 MA1878  HORZ ORDER  -  THIRD
 MA1878
 MA1878.The horizontal coordinates were established by classical geodetic methods
 MA1878.and adjusted by the National Geodetic Survey in June 2002..
 MA1878
 MA1878.The orthometric height was scaled from a topographic map.
 MA1878
 MA1878.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1878
 MA1878.The geoid height was determined by GEOID03.
 MA1878
 MA1878;                    North         East     Units Scale Factor Converg.
 MA1878;SPC PA N     -   150,572.360   464,705.073   MT  0.99995817   -1 04 20.0
 MA1878;SPC PA N     -   494,002.82  1,524,619.89   sFT  0.99995817   -1 04 20.0
 MA1878;UTM  17      - 4,596,779.268   635,955.527   MT  0.99982747   +1 04 47.8
 MA1878
 MA1878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1878!SPC PA N     -   0.99992503  x   0.99995817  =   0.99988320
 MA1878!UTM  17      -   0.99992503  x   0.99982747  =   0.99975251
 MA1878
 MA1878:                Primary Azimuth Mark                     Grid Az
 MA1878:SPC PA N     -  STA 35                                   001 27 05.7
 MA1878:UTM  17      -  STA 35                                   359 17 57.9
 MA1878
 MA1878|---------------------------------------------------------------------|
 MA1878| PID    Reference Object                     Distance      Geod. Az  |
 MA1878|                                                           dddmmss.s |
 MA1878| MA1877 STA 35                              497.152 METERS 0002245.7 |
 MA1878| MA1876 STA 37                              207.578 METERS 17019     |
 MA1878|---------------------------------------------------------------------|
 MA1878
 MA1878                          SUPERSEDED SURVEY CONTROL
 MA1878
 MA1878  NAD 83(1996)-  41 30 40.01025(N)    079 22 14.92319(W) AD(       ) 3
 MA1878  NAD 83(1986)-  41 30 40.01041(N)    079 22 14.92355(W) AD(       ) 3
 MA1878  NAD 27      -  41 30 39.78603(N)    079 22 15.75676(W) AD(       ) 3
 MA1878
 MA1878.Superseded values are not recommended for survey control.
 MA1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1878.See file dsdata.txt to determine how the superseded data were derived.
 MA1878
 MA1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF3595696779(NAD 83)
 MA1878_MARKER: DD = SURVEY DISK
 MA1878_SETTING: 0 = UNSPECIFIED SETTING
 MA1878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1878
 MA1878  HISTORY     - Date     Condition        Report By
 MA1878  HISTORY     - 1964     MONUMENTED       USGS
 MA1878
 MA1878                          STATION DESCRIPTION
 MA1878
 MA1878'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MA1878'MT ZION LUTHERAN CHURCH, 0.2 MI NE ALONG GERMAN HILL ROAD TO GREENE
 MA1878'TOWNSHIP LINE AND FENCELINE E., ABOUT 505 FT S. OF GERMAN HILL ROAD
 MA1878'AND Y-RD. NE., 168 FT N. OF CENTERLINE OF RD. AT DRIVE E., 58 FT W. OF
 MA1878'CENTERLINE OF GERMAN HILL ROAD AT DRIVE E., 2 FT S. OF OLD WOODEN
 MA1878'FENCE, 3 FT N. OF WIRE FENCE, 23 FT E. OF FENCE CORNER ON GREENE
 MA1878'TOWNSHIP LINE, IN CONCRETE POST, STANDARD DISK STAMPED---ET 24 PHT
 MA1878'1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2130 ***********************************************************************
 MA2130  DESIGNATION -  ET 25 PHT
 MA2130  PID         -  MA2130
 MA2130  STATE/COUNTY-  PA/FOREST
 MA2130  USGS QUAD   -  PLEASANTVILLE (1982)
 MA2130
 MA2130                         *CURRENT SURVEY CONTROL
 MA2130  ___________________________________________________________________
 MA2130* NAD 83(1992)-  41 37 09.12269(N)    079 30 19.58060(W)     ADJUSTED  
 MA2130* NAVD 88     -       497.     (meters)    1631.     (feet)  SCALED    
 MA2130  ___________________________________________________________________
 MA2130  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 MA2130  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 MA2130
 MA2130  HORZ ORDER  -  THIRD
 MA2130
 MA2130.The horizontal coordinates were established by classical geodetic methods
 MA2130.and adjusted by the National Geodetic Survey in June 2002..
 MA2130
 MA2130.The orthometric height was scaled from a topographic map.
 MA2130
 MA2130.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2130
 MA2130.The geoid height was determined by GEOID03.
 MA2130
 MA2130;                    North         East     Units Scale Factor Converg.
 MA2130;SPC PA N     -   162,793.175   453,712.078   MT  0.99996303   -1 09 40.7
 MA2130;SPC PA N     -   534,097.27  1,488,553.71   sFT  0.99996303   -1 09 40.7
 MA2130;UTM  17      - 4,608,576.653   624,512.881   MT  0.99979079   +0 59 34.0
 MA2130
 MA2130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2130!SPC PA N     -   0.99992726  x   0.99996303  =   0.99989029
 MA2130!UTM  17      -   0.99992726  x   0.99979079  =   0.99971807
 MA2130
 MA2130:                Primary Azimuth Mark                     Grid Az
 MA2130:SPC PA N     -  STA 51                                   359 05 02.6
 MA2130:UTM  17      -  STA 51                                   356 55 47.9
 MA2130
 MA2130|---------------------------------------------------------------------|
 MA2130| PID    Reference Object                     Distance      Geod. Az  |
 MA2130|                                                           dddmmss.s |
 MA2130| MA2116 STA 51                              APPROX. 1.9 KM 3575521.9 |
 MA2130|---------------------------------------------------------------------|
 MA2130
 MA2130                          SUPERSEDED SURVEY CONTROL
 MA2130
 MA2130  NAD 83(1996)-  41 37 09.12525(N)    079 30 19.57960(W) AD(       ) 3
 MA2130  NAD 83(1986)-  41 37 09.12656(N)    079 30 19.57957(W) AD(       ) 3
 MA2130  NAD 27      -  41 37 08.90623(N)    079 30 20.39924(W) AD(       ) 3
 MA2130
 MA2130.Superseded values are not recommended for survey control.
 MA2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2130.See file dsdata.txt to determine how the superseded data were derived.
 MA2130
 MA2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG2451308577(NAD 83)
 MA2130_MARKER: DD = SURVEY DISK
 MA2130_SETTING: 0 = UNSPECIFIED SETTING
 MA2130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA2130
 MA2130  HISTORY     - Date     Condition        Report By
 MA2130  HISTORY     - 1964     MONUMENTED       USGS
 MA2130
 MA2130                          STATION DESCRIPTION
 MA2130
 MA2130'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MA2130'TIONESTA, 2.8 MI W. OF POST OFFICE, ALONG STATE HIGHWAY 36 TO T-RD.
 MA2130'N., THENCE 7.1 MI N. TO DIRT CROSSROADS, 85 FT W. OF CROSSROADS, 29
 MA2130'FT W. OF SCHOOLBUS SHED, 17 FT N. OF RD. W., 4 FT SE. OF MAPLE TREE,
 MA2130'IN CONCRETE POST PROJECTING ABOUT 1 IN. ABOVE GROUND, STANDARD
 MA2130'DISK STAMPED---ET 25 PHT 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1864 ***********************************************************************
 MA1864  DESIGNATION -  ET 26 PHT
 MA1864  PID         -  MA1864
 MA1864  STATE/COUNTY-  PA/WARREN
 MA1864  USGS QUAD   -  CHERRY GROVE (1973)
 MA1864
 MA1864                         *CURRENT SURVEY CONTROL
 MA1864  ___________________________________________________________________
 MA1864* NAD 83(1992)-  41 37 47.95637(N)    079 14 32.23121(W)     ADJUSTED  
 MA1864* NAVD 88     -       582.     (meters)    1909.     (feet)  SCALED    
 MA1864  ___________________________________________________________________
 MA1864  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 MA1864  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 MA1864
 MA1864  HORZ ORDER  -  THIRD
 MA1864
 MA1864.The horizontal coordinates were established by classical geodetic methods
 MA1864.and adjusted by the National Geodetic Survey in June 2002..
 MA1864.No horizontal observational check was made to the station.
 MA1864
 MA1864.The orthometric height was scaled from a topographic map.
 MA1864
 MA1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1864
 MA1864.The geoid height was determined by GEOID03.
 MA1864
 MA1864;                    North         East     Units Scale Factor Converg.
 MA1864;SPC PA N     -   163,579.871   475,659.941   MT  0.99996370   -0 59 13.9
 MA1864;SPC PA N     -   536,678.29  1,560,560.99   sFT  0.99996370   -0 59 13.9
 MA1864;UTM  17      - 4,610,187.715   646,412.651   MT  0.99986380   +1 10 04.4
 MA1864
 MA1864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1864!SPC PA N     -   0.99991387  x   0.99996370  =   0.99987757
 MA1864!UTM  17      -   0.99991387  x   0.99986380  =   0.99977768
 MA1864
 MA1864                          SUPERSEDED SURVEY CONTROL
 MA1864
 MA1864  NAD 83(1996)-  41 37 47.95730(N)    079 14 32.23145(W) AD(       ) 3
 MA1864  NAD 83(1986)-  41 37 47.95851(N)    079 14 32.23057(W) AD(       ) 3
 MA1864  NAD 27      -  41 37 47.73785(N)    079 14 33.06672(W) AD(       ) 3
 MA1864
 MA1864.Superseded values are not recommended for survey control.
 MA1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1864.See file dsdata.txt to determine how the superseded data were derived.
 MA1864
 MA1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG4641310188(NAD 83)
 MA1864_MARKER: DD = SURVEY DISK
 MA1864_SETTING: 0 = UNSPECIFIED SETTING
 MA1864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1864
 MA1864  HISTORY     - Date     Condition        Report By
 MA1864  HISTORY     - 1965     MONUMENTED       USGS
 MA1864
 MA1864                          STATION DESCRIPTION
 MA1864
 MA1864'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 MA1864'MAYBURG CHURCH, 0.1 MI W. OF, ALONG STATE HIGHWAY 666, THENCE 3.3
 MA1864'MI N. TO CAMP ROAD NO. 9, THENCE 0.4 MI SW. ALONG CAMP ROAD NO. 9
 MA1864'TO PIPELINE CROSSING, THENCE 0.3 MI NW. ALONG PIPELINE, 449 FT SW.
 MA1864'OF PIPELINE, 114 FT SW. OF SMALL PINE TREE, 110 FT SE. OF 6-IN. PINE
 MA1864'TREE, 2 FT E. OF WHITE WITNESS POST SIGN, IN TOP OF 6-IN. CLAY PIPE
 MA1864'FILLED WITH CONCRETE, STANDARD DISK STAMPED---ET 26 PHT 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2350 ***********************************************************************
 KX2350  DESIGNATION -  ET 3 BRP 1966
 KX2350  PID         -  KX2350
 KX2350  STATE/COUNTY-  PA/INDIANA
 KX2350  USGS QUAD   -  BURNSIDE (1994)
 KX2350
 KX2350                         *CURRENT SURVEY CONTROL
 KX2350  ___________________________________________________________________
 KX2350* NAD 83(1992)-  40 52 02.03835(N)    078 52 19.87617(W)     ADJUSTED  
 KX2350* NAVD 88     -       594.     (meters)    1949.     (feet)  SCALED    
 KX2350  ___________________________________________________________________
 KX2350  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 KX2350  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KX2350
 KX2350  HORZ ORDER  -  THIRD
 KX2350
 KX2350.The horizontal coordinates were established by classical geodetic methods
 KX2350.and adjusted by the National Geodetic Survey in June 2002..
 KX2350
 KX2350.The orthometric height was scaled from a topographic map.
 KX2350
 KX2350.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2350
 KX2350.The geoid height was determined by GEOID03.
 KX2350
 KX2350;                    North         East     Units Scale Factor Converg.
 KX2350;SPC PA S     -   170,921.319   505,399.199   MT  0.99998588   -0 43 41.0
 KX2350;SPC PA S     -   560,764.36  1,658,130.54   sFT  0.99998588   -0 43 41.0
 KX2350;SPC PA N     -    78,413.611   505,397.715   MT  1.00000264   -0 44 32.5
 KX2350;SPC PA N     -   257,261.99  1,658,125.67   sFT  1.00000264   -0 44 32.5
 KX2350;UTM  17      - 4,526,197.997   679,316.878   MT  0.99999578   +1 23 33.4
 KX2350
 KX2350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2350!SPC PA S     -   0.99991196  x   0.99998588  =   0.99989784
 KX2350!SPC PA N     -   0.99991196  x   1.00000264  =   0.99991460
 KX2350!UTM  17      -   0.99991196  x   0.99999578  =   0.99990774
 KX2350
 KX2350:                Primary Azimuth Mark                     Grid Az
 KX2350:SPC PA S     -  STA B3 BRP                               254 52 34.1
 KX2350:SPC PA N     -  STA B3 BRP                               254 53 25.6
 KX2350:UTM  17      -  STA B3 BRP                               252 45 19.7
 KX2350
 KX2350|---------------------------------------------------------------------|
 KX2350| PID    Reference Object                     Distance      Geod. Az  |
 KX2350|                                                           dddmmss.s |
 KX2350| KX2353 STA B3 BRP                          APPROX. 3.5 KM 2540853.1 |
 KX2350|---------------------------------------------------------------------|
 KX2350
 KX2350                          SUPERSEDED SURVEY CONTROL
 KX2350
 KX2350  NAD 83(1986)-  40 52 02.04130(N)    078 52 19.88013(W) AD(       ) 3
 KX2350  NAD 27      -  40 52 01.81955(N)    078 52 20.79233(W) AD(       ) 3
 KX2350
 KX2350.Superseded values are not recommended for survey control.
 KX2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2350.See file dsdata.txt to determine how the superseded data were derived.
 KX2350
 KX2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF7931726198(NAD 83)
 KX2350_MARKER: DD = SURVEY DISK
 KX2350_SETTING: 0 = UNSPECIFIED SETTING
 KX2350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX2350
 KX2350  HISTORY     - Date     Condition        Report By
 KX2350  HISTORY     - 1966     MONUMENTED       USGS
 KX2350
 KX2350                          STATION DESCRIPTION
 KX2350
 KX2350'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KX2350'SMITHPORT, 0.3 MI N. OF BANKS-CANOE TOWNSHIP SCHOOL TO JUNCTION
 KX2350'OF STATE HIGHWAY 336, THENCE 2.0 MI N. ALONG HIGHWAY 336 TO RD.
 KX2350'ON RIGHT LEADING TO CEMETERY, THENCE 0.15 MI RIGHT, ABOUT 275 FT N.
 KX2350'OF NE. CORNER OF CEMETERY, 91 FT W. OF DIRT RD., 15.5 FT S. OF 4-IN.
 KX2350'TREE WITH WITNESS SIGN, 10 FT E. OF E. EDGE OF STRIP MINE PIT, IN
 KX2350'CONCRETE POST PROJECTING 2 IN., STANDARD DISK STAMPED---ET 3 BRP
 KX2350'1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1367 ***********************************************************************
 JW1367  DESIGNATION -  ET 3 DCB USGS 1962
 JW1367  PID         -  JW1367
 JW1367  STATE/COUNTY-  PA/FAYETTE
 JW1367  USGS QUAD   -  SMITHFIELD (1979)
 JW1367
 JW1367                         *CURRENT SURVEY CONTROL
 JW1367  ___________________________________________________________________
 JW1367* NAD 83(1992)-  39 52 06.09270(N)    079 45 14.12658(W)     ADJUSTED  
 JW1367* NAVD 88     -       401.0    (meters)    1316.     (feet)  VERTCON   
 JW1367  ___________________________________________________________________
 JW1367  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 JW1367  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JW1367
 JW1367  HORZ ORDER  -  SECOND
 JW1367
 JW1367.The horizontal coordinates were established by classical geodetic methods
 JW1367.and adjusted by the National Geodetic Survey in June 2002..
 JW1367
 JW1367.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1367
 JW1367.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1367
 JW1367.The geoid height was determined by GEOID03.
 JW1367
 JW1367;                    North         East     Units Scale Factor Converg.
 JW1367;SPC PA S     -    61,351.763   428,561.907   MT  1.00001080   -1 18 00.5
 JW1367;SPC PA S     -   201,284.91  1,406,040.19   sFT  1.00001080   -1 18 00.5
 JW1367;UTM  17      - 4,413,889.448   606,570.154   MT  0.99973982   +0 47 55.8
 JW1367
 JW1367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1367!SPC PA S     -   0.99994221  x   1.00001080  =   0.99995301
 JW1367!UTM  17      -   0.99994221  x   0.99973982  =   0.99968204
 JW1367
 JW1367                          SUPERSEDED SURVEY CONTROL
 JW1367
 JW1367  NAD 83(1995)-  39 52 06.09275(N)    079 45 14.12593(W) AD(       ) 2
 JW1367  NAD 83(1986)-  39 52 06.09749(N)    079 45 14.13382(W) AD(       ) 2
 JW1367  NAD 27      -  39 52 05.82301(N)    079 45 14.99510(W) AD(       ) 2
 JW1367  NGVD 29 (07/19/86)  401.1    (m)         1316.     (f) VERT ANG       
 JW1367
 JW1367.Superseded values are not recommended for survey control.
 JW1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1367.See file dsdata.txt to determine how the superseded data were derived.
 JW1367
 JW1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE0657013889(NAD 83)
 JW1367_MARKER: DD = SURVEY DISK
 JW1367_SETTING: 0 = UNSPECIFIED SETTING
 JW1367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW1367
 JW1367  HISTORY     - Date     Condition        Report By
 JW1367  HISTORY     - 1962     MONUMENTED       USGS
 JW1367
 JW1367                          STATION DESCRIPTION
 JW1367
 JW1367'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (DCB)
 JW1367'UNIONTOWN, 1.1 MI S. OF POST OFFICE, ALONG STATE HIGHWAY 119
 JW1367'(MORGANTOWN STREET) TO T-RD. W., THENCE 0.2 MI W. (RIGHT) TO
 JW1367'GRAVELED RD. N., THENCE 0.1 MI N. (RIGHT) TO RED FRAME HOUSE OF
 JW1367'CHARLES R.  HILEMAN ON W. SIDE OF RD., THENCE W. (LEFT) ALONG S.
 JW1367'SIDE OF HOUSE, THROUGH GATE AND UP HILL 0.1 MIL TO TOP OF SMALL
 JW1367'KNOB OWNED BY P.A.  LONGELY.  11 FT N. OF SMALL RADIO MAST.  21 FT
 JW1367'N. OF NE. CORNER OF 12- BY 12-FT STEEL BUILDING.  IN CONCRETE
 JW1367'POST PROJECTING 2 IN. FROM GROUND.  STANDARD TABLET STAMPED ET 3
 JW1367'DCB 1962.
 JW1367'
 JW1367'REFERENCE MARK NO. 1.  144.23 FT FROM STATION S 24 DEG 47 MIN E.
 JW1367'2 FT S. OF WEST PENN ELECTRIC POWER POLE 2858342
 JW1367'(36).  3 FT S. OF FENCE CORNER.  1 FT W. OF N.-S. FENCE.  IN
 JW1367'CONCRETE POST PROJECTING 2 IN. FROM GROUND.  STANDARD TABLET STAMPED
 JW1367'ET 3 DCB 1962 RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2082 ***********************************************************************
 MA2082  DESIGNATION -  ET 3 GRS
 MA2082  PID         -  MA2082
 MA2082  STATE/COUNTY-  PA/VENANGO
 MA2082  USGS QUAD   -  KENNERDELL (1981)
 MA2082
 MA2082                         *CURRENT SURVEY CONTROL
 MA2082  ___________________________________________________________________
 MA2082* NAD 83(1992)-  41 22 02.59138(N)    079 51 40.06348(W)     ADJUSTED  
 MA2082* NAVD 88     -       464.     (meters)    1522.     (feet)  SCALED    
 MA2082  ___________________________________________________________________
 MA2082  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 MA2082  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 MA2082
 MA2082  HORZ ORDER  -  THIRD
 MA2082
 MA2082.The horizontal coordinates were established by classical geodetic methods
 MA2082.and adjusted by the National Geodetic Survey in June 2002..
 MA2082
 MA2082.The orthometric height was scaled from a topographic map.
 MA2082
 MA2082.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2082
 MA2082.The geoid height was determined by GEOID03.
 MA2082
 MA2082;                    North         East     Units Scale Factor Converg.
 MA2082;SPC PA N     -   135,496.914   423,394.762   MT  0.99995722   -1 23 47.7
 MA2082;SPC PA N     -   444,542.79  1,389,087.65   sFT  0.99995722   -1 23 47.7
 MA2082;SPC PA S     -   227,978.395   423,371.067   MT  1.00008760   -1 22 10.9
 MA2082;SPC PA S     -   747,959.12  1,389,009.91   sFT  1.00008760   -1 22 10.9
 MA2082;UTM  17      - 4,580,167.405   595,247.811   MT  0.99971165   +0 45 09.8
 MA2082
 MA2082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2082!SPC PA N     -   0.99993248  x   0.99995722  =   0.99988970
 MA2082!SPC PA S     -   0.99993248  x   1.00008760  =   1.00002008
 MA2082!UTM  17      -   0.99993248  x   0.99971165  =   0.99964415
 MA2082
 MA2082:                Primary Azimuth Mark                     Grid Az
 MA2082:SPC PA N     -  S 5 LINE 2                               223 59 43.6
 MA2082:SPC PA S     -  S 5 LINE 2                               223 58 06.8
 MA2082:UTM  17      -  S 5 LINE 2                               221 50 46.1
 MA2082
 MA2082|---------------------------------------------------------------------|
 MA2082| PID    Reference Object                     Distance      Geod. Az  |
 MA2082|                                                           dddmmss.s |
 MA2082| MA2085 S 5 LINE 2                          APPROX. 1.2 KM 2223555.9 |
 MA2082|---------------------------------------------------------------------|
 MA2082
 MA2082                          SUPERSEDED SURVEY CONTROL
 MA2082
 MA2082  NAD 83(1995)-  41 22 02.59470(N)    079 51 40.06519(W) AD(       ) 3
 MA2082  NAD 83(1986)-  41 22 02.59646(N)    079 51 40.06715(W) AD(       ) 3
 MA2082  NAD 27      -  41 22 02.38340(N)    079 51 40.86702(W) AD(       ) 3
 MA2082
 MA2082.Superseded values are not recommended for survey control.
 MA2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2082.See file dsdata.txt to determine how the superseded data were derived.
 MA2082
 MA2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF9524880167(NAD 83)
 MA2082_MARKER: DD = SURVEY DISK
 MA2082_SETTING: 0 = UNSPECIFIED SETTING
 MA2082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA2082
 MA2082  HISTORY     - Date     Condition        Report By
 MA2082  HISTORY     - 1962     MONUMENTED       USGS
 MA2082
 MA2082                          STATION DESCRIPTION
 MA2082
 MA2082'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 MA2082'FRANKLIN, 3.2 MI SW. OF POST OFFICE, ALONG STATE HIGHWAY 8, 1.5 MI SW.
 MA2082'OF JUNCTION OF HIGHWAY 8 AND U. S. HIGHWAYS 62 AND 322 ALTERNATE,
 MA2082'174 FT W. OF W. CORNER OF PENNSYLVANIA GAME COMMISSION OFFICE, 41 FT
 MA2082'SE. OF CENTERLINE OF HIGHWAY 8, 2 FT SE. OF TELEPHONE POLE NO.
 MA2082'103-2, IN CONCRETE POST FLUSH WITH LAWN, STANDARD DISK
 MA2082'STAMPED---ET 3 GRS 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1938 ***********************************************************************
 LZ1938  DESIGNATION -  ET 3 MAX
 LZ1938  PID         -  LZ1938
 LZ1938  STATE/COUNTY-  PA/LYCOMING
 LZ1938  USGS QUAD   -  LAIRDSVILLE (1975)
 LZ1938
 LZ1938                         *CURRENT SURVEY CONTROL
 LZ1938  ___________________________________________________________________
 LZ1938* NAD 83(1992)-  41 14 39.65775(N)    076 30 04.87898(W)     ADJUSTED  
 LZ1938* NAVD 88     -       430.     (meters)    1411.     (feet)  SCALED    
 LZ1938  ___________________________________________________________________
 LZ1938  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 LZ1938  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 LZ1938
 LZ1938  HORZ ORDER  -  SECOND
 LZ1938
 LZ1938.The horizontal coordinates were established by classical geodetic methods
 LZ1938.and adjusted by the National Geodetic Survey in June 2002..
 LZ1938
 LZ1938.The orthometric height was scaled from a topographic map.
 LZ1938
 LZ1938.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1938
 LZ1938.The geoid height was determined by GEOID03.
 LZ1938
 LZ1938;                    North         East     Units Scale Factor Converg.
 LZ1938;SPC PA N     -   120,434.933   704,658.353   MT  0.99996138   +0 49 33.7
 LZ1938;SPC PA N     -   395,126.94  2,311,866.61   sFT  0.99996138   +0 49 33.7
 LZ1938;UTM  18      - 4,566,969.493   374,199.274   MT  0.99979477   -0 59 23.7
 LZ1938
 LZ1938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1938!SPC PA N     -   0.99993765  x   0.99996138  =   0.99989903
 LZ1938!UTM  18      -   0.99993765  x   0.99979477  =   0.99973243
 LZ1938
 LZ1938|---------------------------------------------------------------------|
 LZ1938| PID    Reference Object                     Distance      Geod. Az  |
 LZ1938|                                                           dddmmss.s |
 LZ1938| CB3267 ET 3 MAX RM 2                         9.952 METERS 01814     |
 LZ1938| CA9092 SALEM FIRST METH CHURCH SP                         2292852.9 |
 LZ1938| CB3266 ET 3 MAX RM 1                        12.811 METERS 28139     |
 LZ1938|---------------------------------------------------------------------|
 LZ1938
 LZ1938                          SUPERSEDED SURVEY CONTROL
 LZ1938
 LZ1938  NAD 83(1986)-  41 14 39.65612(N)    076 30 04.87666(W) AD(       ) 2
 LZ1938  NAD 27      -  41 14 39.35604(N)    076 30 06.06305(W) AD(       ) 2
 LZ1938
 LZ1938.Superseded values are not recommended for survey control.
 LZ1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1938.See file dsdata.txt to determine how the superseded data were derived.
 LZ1938
 LZ1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL7419966969(NAD 83)
 LZ1938_MARKER: Z = SEE DESCRIPTION
 LZ1938_SETTING: 0 = UNSPECIFIED SETTING
 LZ1938
 LZ1938  HISTORY     - Date     Condition        Report By
 LZ1938  HISTORY     - 1966     MONUMENTED       USGS
 LZ1938  HISTORY     - 1968     SEE DESCRIPTION  USGS
 LZ1938
 LZ1938                          STATION DESCRIPTION
 LZ1938
 LZ1938'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (AIM)
 LZ1938'STATION IS LOCATED ABOUT 5.7 MILES EAST-NORTHEAST OF LAIRDSVILLE,
 LZ1938'ABOUT 4.1 MILES WEST-NORTHWEST OF WALLER AND ABOUT 1.0 MILE
 LZ1938'NORTHEAST OF UNITYVILLE.
 LZ1938'
 LZ1938'TO REACH FROM THE CROSS ROAD AT UNITYVILLE, GO EAST FOR 0.8 MILE TO
 LZ1938'CROSSROADS, TURN LEFT AND GO 0.5 MILE TO TOP OF RIDGE, TURN LEFT
 LZ1938'FOR ABOUT 180 FEET ACROSS FIELD TO STATION AT SOUTHEAST CORNER OF
 LZ1938'WOODS.
 LZ1938'
 LZ1938'THE STATION MARK IS A STANDARD TABLET STAMPED ET 3 MAX 1966 SET IN
 LZ1938'DRILL HOLE IN TOP OF 12- BY 12-INCH MARBLE POST AND FLUSH WITH
 LZ1938'THE GROUND.  IT IS 181 FEET WEST OF CENTERLINE OF THE ROAD, 163 FEET
 LZ1938'WEST OF TELEPHONE POLE NO. 5668 AND 8 FEET SOUTHEAST OF FORKED
 LZ1938'10-INCH TREE WITH TRIANGULAR BLAZE.
 LZ1938'
 LZ1938'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK TABLET STAMPED ET 3
 LZ1938'MAX 1966 RM 1 CRIMPED TO THE TOP OF A COPPER-COATED
 LZ1938'STEEL ROD DRIVEN INTO THE GROUND.  IT IS 43 FEET WEST OF THE WOODS
 LZ1938'CORNER.
 LZ1938'
 LZ1938'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK TABLET STAMPED ET 3
 LZ1938'MAX 1966 RM 2 CRIMPED TO THE TOP OF A COPPER- COATED STEEL ROD
 LZ1938'DRIVEN INTO THE GROUND.  IT IS 33 FEET NORTH OF THE WOODS CORNER.
 LZ1938'
 LZ1938'THE AZIMUTH MARK IS THE CENTER OF THE CROSS ON THE TOP OF THE STEEPLE
 LZ1938'AT SALEM EVANGELICAL UNITED BRETHREN CHURCH IN UNITYVILLE.  IT
 LZ1938'IS ABOUT 0.9 MILE SOUTHWEST OF STATION.
 LZ1938'
 LZ1938'HEIGHT OF LIGHT ABOVE STATION MARK- 44.2 FEET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2153 ***********************************************************************
 MA2153  DESIGNATION -  ET 3 PHT
 MA2153  PID         -  MA2153
 MA2153  STATE/COUNTY-  PA/CRAWFORD
 MA2153  USGS QUAD   -  TOWNVILLE (1977)
 MA2153
 MA2153                         *CURRENT SURVEY CONTROL
 MA2153  ___________________________________________________________________
 MA2153* NAD 83(1992)-  41 37 32.48206(N)    079 59 45.50990(W)     ADJUSTED  
 MA2153* NAVD 88     -       457.     (meters)    1499.     (feet)  SCALED    
 MA2153  ___________________________________________________________________
 MA2153  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 MA2153  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 MA2153
 MA2153  HORZ ORDER  -  THIRD
 MA2153
 MA2153.The horizontal coordinates were established by classical geodetic methods
 MA2153.and adjusted by the National Geodetic Survey in June 2002..
 MA2153
 MA2153.The orthometric height was scaled from a topographic map.
 MA2153
 MA2153.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2153
 MA2153.The geoid height was determined by GEOID03.
 MA2153
 MA2153;                    North         East     Units Scale Factor Converg.
 MA2153;SPC PA N     -   164,457.862   412,860.560   MT  0.99996343   -1 29 08.9
 MA2153;SPC PA N     -   539,558.84  1,354,526.69   sFT  0.99996343   -1 29 08.9
 MA2153;UTM  17      - 4,608,705.116   583,636.994   MT  0.99968608   +0 40 01.1
 MA2153
 MA2153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2153!SPC PA N     -   0.99993362  x   0.99996343  =   0.99989705
 MA2153!UTM  17      -   0.99993362  x   0.99968608  =   0.99961972
 MA2153
 MA2153:                Primary Azimuth Mark                     Grid Az
 MA2153:SPC PA N     -  STA 22 LINE 2                            185 19 32.9
 MA2153:UTM  17      -  STA 22 LINE 2                            183 10 22.9
 MA2153
 MA2153|---------------------------------------------------------------------|
 MA2153| PID    Reference Object                     Distance      Geod. Az  |
 MA2153|                                                           dddmmss.s |
 MA2153| MA2150 STA 22 LINE 2                       APPROX. 4.3 KM 1835024.0 |
 MA2153|---------------------------------------------------------------------|
 MA2153
 MA2153                          SUPERSEDED SURVEY CONTROL
 MA2153
 MA2153  NAD 83(1995)-  41 37 32.48649(N)    079 59 45.51236(W) AD(       ) 3
 MA2153  NAD 83(1986)-  41 37 32.48693(N)    079 59 45.51231(W) AD(       ) 3
 MA2153  NAD 27      -  41 37 32.30576(N)    079 59 46.31750(W) AD(       ) 3
 MA2153
 MA2153.Superseded values are not recommended for survey control.
 MA2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2153.See file dsdata.txt to determine how the superseded data were derived.
 MA2153
 MA2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG8363708705(NAD 83)
 MA2153_MARKER: DD = SURVEY DISK
 MA2153_SETTING: 0 = UNSPECIFIED SETTING
 MA2153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA2153
 MA2153  HISTORY     - Date     Condition        Report By
 MA2153  HISTORY     - 1964     MONUMENTED       USGS
 MA2153
 MA2153                          STATION DESCRIPTION
 MA2153
 MA2153'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MA2153'GUYS MILL, 1.0 MI W. OF POST OFFICE, ALONG LEGISLATIVE ROUTE 20085
 MA2153'(SIGN -10 MILES TO MEADVILLE-) TO DRIVE RIGHT TO LARGE WHITE TWO-
 MA2153'STORY HOUSE, 50 FT NNW. OF CENTERLINE OF RD. AT DRIVE N., 16.5 FT W.
 MA2153'OF CENTERLINE OF DRIVE 19 FT S. OF SE. CORNER OF BARN, 2 FT W. OF
 MA2153'POWERLINE POLE, IN CONCRETE POST FLUSH WITH GROUND, STANDARD DISK
 MA2153'STAMPED---ET 3 PHT 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2344 ***********************************************************************
 KX2344  DESIGNATION -  ET 4 BRP 1966
 KX2344  PID         -  KX2344
 KX2344  STATE/COUNTY-  PA/CLEARFIELD
 KX2344  USGS QUAD   -  MC GEES MILLS (1994)
 KX2344
 KX2344                         *CURRENT SURVEY CONTROL
 KX2344  ___________________________________________________________________
 KX2344* NAD 83(1992)-  40 54 07.84718(N)    078 47 32.15294(W)     ADJUSTED  
 KX2344* NAVD 88     -       640.     (meters)    2100.     (feet)  SCALED    
 KX2344  ___________________________________________________________________
 KX2344  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 KX2344  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KX2344
 KX2344  HORZ ORDER  -  THIRD
 KX2344
 KX2344.The horizontal coordinates were established by classical geodetic methods
 KX2344.and adjusted by the National Geodetic Survey in June 2002..
 KX2344
 KX2344.The orthometric height was scaled from a topographic map.
 KX2344
 KX2344.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2344
 KX2344.The geoid height was determined by GEOID03.
 KX2344
 KX2344;                    North         East     Units Scale Factor Converg.
 KX2344;SPC PA N     -    82,210.051   512,181.730   MT  0.99999701   -0 41 22.2
 KX2344;SPC PA N     -   269,717.48  1,680,382.89   sFT  0.99999701   -0 41 22.2
 KX2344;SPC PA S     -   174,719.348   512,182.221   MT  0.99999050   -0 40 34.4
 KX2344;SPC PA S     -   573,225.06  1,680,384.50   sFT  0.99999050   -0 40 34.4
 KX2344;UTM  17      - 4,530,244.604   685,954.807   MT  1.00002562   +1 26 45.5
 KX2344
 KX2344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2344!SPC PA N     -   0.99990474  x   0.99999701  =   0.99990175
 KX2344!SPC PA S     -   0.99990474  x   0.99999050  =   0.99989524
 KX2344!UTM  17      -   0.99990474  x   1.00002562  =   0.99993035
 KX2344
 KX2344:                Primary Azimuth Mark                     Grid Az
 KX2344:SPC PA N     -  ET 3 BRP 1966                            240 46 03.6
 KX2344:SPC PA S     -  ET 3 BRP 1966                            240 45 15.8
 KX2344:UTM  17      -  ET 3 BRP 1966                            238 37 55.9
 KX2344
 KX2344|---------------------------------------------------------------------|
 KX2344| PID    Reference Object                     Distance      Geod. Az  |
 KX2344|                                                           dddmmss.s |
 KX2344| KX2350 ET 3 BRP 1966                       APPROX. 7.8 KM 2400441.4 |
 KX2344|---------------------------------------------------------------------|
 KX2344
 KX2344                          SUPERSEDED SURVEY CONTROL
 KX2344
 KX2344  NAD 83(1986)-  40 54 07.85117(N)    078 47 32.15717(W) AD(       ) 3
 KX2344  NAD 27      -  40 54 07.62356(N)    078 47 33.07292(W) AD(       ) 3
 KX2344
 KX2344.Superseded values are not recommended for survey control.
 KX2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2344.See file dsdata.txt to determine how the superseded data were derived.
 KX2344
 KX2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF8595530245(NAD 83)
 KX2344_MARKER: DD = SURVEY DISK
 KX2344_SETTING: 0 = UNSPECIFIED SETTING
 KX2344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX2344
 KX2344  HISTORY     - Date     Condition        Report By
 KX2344  HISTORY     - 1966     MONUMENTED       USGS
 KX2344
 KX2344                          STATION DESCRIPTION
 KX2344
 KX2344'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KX2344'MCGEES MILL, 2.0 MI N. OF POST OFFICE, ALONG STATE HIGHWAY 36 TO
 KX2344'T-RD. RIGHT 0.45 MI TO T-RD., THENCE RIGHT ABOUT 100 FT, THENCE
 KX2344'0.35 MI LEFT TO RD. FORK, THENCE 0.25 MI LEFT AROUND EDGE OF STRIP
 KX2344'MINE TO DIM TRAIL RIGHT THROUGH STEEP SPOIL BANK, THENCE ALONG E.
 KX2344'SIDE OF CLIFF 0.2 MI TO END OF TRUCK TRAVEL AT NE. END OF WOODED
 KX2344'TOP, THENCE SW. ACROSS TOP, 12 FT NE. OF CLIFF EDGE, 7 FT SW. OF
 KX2344'TRIANGULAR BLAZED OAK TREE, IN TOP OF 2-IN. GALVANIZED PIPE PRO-
 KX2344'JECTING 6 IN., STANDARD DISK STAMPED---ET 4 BRP 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2038 ***********************************************************************
 KX2038  DESIGNATION -  ET 4 DCB
 KX2038  PID         -  KX2038
 KX2038  STATE/COUNTY-  PA/FAYETTE
 KX2038  USGS QUAD   -  DAWSON (1977)
 KX2038
 KX2038                         *CURRENT SURVEY CONTROL
 KX2038  ___________________________________________________________________
 KX2038* NAD 83(1992)-  40 00 02.18488(N)    079 44 18.92796(W)     ADJUSTED  
 KX2038* NAVD 88     -       410.7    (meters)    1347.     (feet)  VERTCON   
 KX2038  ___________________________________________________________________
 KX2038  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 KX2038  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KX2038
 KX2038  HORZ ORDER  -  SECOND
 KX2038
 KX2038.The horizontal coordinates were established by classical geodetic methods
 KX2038.and adjusted by the National Geodetic Survey in June 2002..
 KX2038
 KX2038.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2038
 KX2038.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2038
 KX2038.The geoid height was determined by GEOID03.
 KX2038
 KX2038;                    North         East     Units Scale Factor Converg.
 KX2038;SPC PA S     -    76,002.311   430,204.060   MT  0.99999016   -1 17 24.7
 KX2038;SPC PA S     -   249,350.92  1,411,427.82   sFT  0.99999016   -1 17 24.7
 KX2038;UTM  17      - 4,428,586.529   607,674.061   MT  0.99974272   +0 48 39.3
 KX2038
 KX2038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2038!SPC PA S     -   0.99994073  x   0.99999016  =   0.99993089
 KX2038!UTM  17      -   0.99994073  x   0.99974272  =   0.99968346
 KX2038
 KX2038:                Primary Azimuth Mark                     Grid Az
 KX2038:SPC PA S     -  ET 2 DCB                                 275 21 12.9
 KX2038:UTM  17      -  ET 2 DCB                                 273 15 08.9
 KX2038
 KX2038|---------------------------------------------------------------------|
 KX2038| PID    Reference Object                     Distance      Geod. Az  |
 KX2038|                                                           dddmmss.s |
 KX2038| KX2046 ET 2 DCB                            APPROX.10.5 KM 2740348.2 |
 KX2038|---------------------------------------------------------------------|
 KX2038
 KX2038                          SUPERSEDED SURVEY CONTROL
 KX2038
 KX2038  NAD 83(1995)-  40 00 02.18588(N)    079 44 18.92793(W) AD(       ) 2
 KX2038  NAD 83(1986)-  40 00 02.19127(N)    079 44 18.93514(W) AD(       ) 2
 KX2038  NAD 27      -  40 00 01.91830(N)    079 44 19.78983(W) AD(       ) 2
 KX2038  NGVD 29 (07/19/86)  410.8    (m)         1348.     (f) VERT ANG       
 KX2038
 KX2038.Superseded values are not recommended for survey control.
 KX2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2038.See file dsdata.txt to determine how the superseded data were derived.
 KX2038
 KX2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE0767428587(NAD 83)
 KX2038_MARKER: DD = SURVEY DISK
 KX2038_SETTING: 0 = UNSPECIFIED SETTING
 KX2038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX2038
 KX2038  HISTORY     - Date     Condition        Report By
 KX2038  HISTORY     - 1962     MONUMENTED       USGS
 KX2038
 KX2038                          STATION DESCRIPTION
 KX2038
 KX2038'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (DCB)
 KX2038'CONNELLSVILLE, 7.0 MI W. OF.  7.3 MI N. OF POST OFFICE (ONE-HALF
 KX2038'BLOCK N. OF INTERSECTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 51)
 KX2038'IN UNIONTOWN, ALONG HIGHWAY 51 TO DIRT RD. E., THENCE 1.8 MI E.
 KX2038'(RIGHT) ALONG GRAVELED RD. TO TOP OF HILL AND CULTIVATED FIELD ON
 KX2038'RIGHT.  130 FT W. OF GRAVELED RD.  1 FT S. OF E.-W. FENCE.  95 FT
 KX2038'W. OF FENCE CORNER (20-FT LENGTH OF FENCE N.).  ON NW. SLOPE OF
 KX2038'HILL.  IN CONCRETE POST PROJECTING 2 IN.  STANDARD TABLET
 KX2038'STAMPED ET 4 DCB 1962.
 KX2038'
 KX2038'REFERENCE MARK NO. 1.  IS 100.22 FT. FROM STATION N 28 DEG 08 MIN E
 KX2038'15 FT S. OF GRAVELED RD.  1 FT W. OF FENCE
 KX2038'CORNER.  2 FT HIGHER THAN RD.  IN CONCRETE POST PROJECTING 2 IN.
 KX2038'STANDARD TABLET STAMPED ET 4 DCB 1962 RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2006 ***********************************************************************
 MA2006  DESIGNATION -  ET 4 GRS
 MA2006  PID         -  MA2006
 MA2006  STATE/COUNTY-  PA/VENANGO
 MA2006  USGS QUAD   -  OIL CITY (1977)
 MA2006
 MA2006                         *CURRENT SURVEY CONTROL
 MA2006  ___________________________________________________________________
 MA2006* NAD 83(1992)-  41 29 40.00051(N)    079 44 50.07424(W)     ADJUSTED  
 MA2006* NAVD 88     -       478.     (meters)    1568.     (feet)  SCALED    
 MA2006  ___________________________________________________________________
 MA2006  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 MA2006  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 MA2006
 MA2006  HORZ ORDER  -  THIRD
 MA2006
 MA2006.The horizontal coordinates were established by classical geodetic methods
 MA2006.and adjusted by the National Geodetic Survey in June 2002..
 MA2006
 MA2006.The orthometric height was scaled from a topographic map.
 MA2006
 MA2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2006
 MA2006.The geoid height was determined by GEOID03.
 MA2006
 MA2006;                    North         East     Units Scale Factor Converg.
 MA2006;SPC PA N     -   149,377.952   433,245.452   MT  0.99995774   -1 19 16.5
 MA2006;SPC PA N     -   490,084.16  1,421,406.12   sFT  0.99995774   -1 19 16.5
 MA2006;UTM  17      - 4,594,404.942   604,568.552   MT  0.99973456   +0 49 48.3
 MA2006
 MA2006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2006!SPC PA N     -   0.99993027  x   0.99995774  =   0.99988802
 MA2006!UTM  17      -   0.99993027  x   0.99973456  =   0.99966485
 MA2006
 MA2006                          SUPERSEDED SURVEY CONTROL
 MA2006
 MA2006  NAD 83(1986)-  41 29 40.00421(N)    079 44 50.07682(W) AD(       ) 3
 MA2006  NAD 27      -  41 29 39.79309(N)    079 44 50.87541(W) AD(       ) 3
 MA2006
 MA2006.Superseded values are not recommended for survey control.
 MA2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2006.See file dsdata.txt to determine how the superseded data were derived.
 MA2006
 MA2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF0456994405(NAD 83)
 MA2006_MARKER: DD = SURVEY DISK
 MA2006_SETTING: 0 = UNSPECIFIED SETTING
 MA2006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA2006
 MA2006  HISTORY     - Date     Condition        Report By
 MA2006  HISTORY     - 1962     MONUMENTED       USGS
 MA2006
 MA2006                          STATION DESCRIPTION
 MA2006
 MA2006'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 MA2006'DEMPSEYTOWN, 2.2 MI SE. OF JUNCTION OF STATE HIGHWAYS 428 AND 417,
 MA2006'ALONG HIGHWAY 428, AT SE. CORNER OF APPLE ORCHARD, NEAR HIGHEST POINT
 MA2006'OF RD., 30 FT W. OF CENTERLINE OF HIGHWAY 428, 5 FT W. OF POWERLINE
 MA2006'POLE NO. 701-10, IN CONCRETE POST PROJECTING 0.4 FT, STANDARD DISK
 MA2006'STAMPED---ET 4 GRS 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1624 ***********************************************************************
 MA1624  DESIGNATION -  ET 5
 MA1624  PID         -  MA1624
 MA1624  STATE/COUNTY-  PA/ERIE
 MA1624  USGS QUAD   -  WATERFORD (1975)
 MA1624
 MA1624                         *CURRENT SURVEY CONTROL
 MA1624  ___________________________________________________________________
 MA1624* NAD 83(1986)-  41 52 56.     (N)    079 59 56.     (W)     SCALED    
 MA1624* NAVD 88     -       356.997  (meters)    1171.25   (feet)  ADJUSTED  
 MA1624  ___________________________________________________________________
 MA1624  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 MA1624  DYNAMIC HT  -         356.854 (meters)    1170.78  (feet)  COMP
 MA1624  MODELED GRAV-     980,213.3   (mgal)                       NAVD 88
 MA1624
 MA1624  VERT ORDER  -  SECOND    CLASS 0
 MA1624
 MA1624.The horizontal coordinates were scaled from a topographic map and have
 MA1624.an estimated accuracy of +/- 6 seconds.
 MA1624
 MA1624.The orthometric height was determined by differential leveling
 MA1624.and adjusted by the National Geodetic Survey in June 1991..
 MA1624
 MA1624.The geoid height was determined by GEOID03.
 MA1624
 MA1624.The dynamic height is computed by dividing the NAVD 88
 MA1624.geopotential number by the normal gravity value computed on the
 MA1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1624.degrees latitude (g = 980.6199 gals.).
 MA1624
 MA1624.The modeled gravity was interpolated from observed gravity values.
 MA1624
 MA1624;                    North         East    Units  Estimated Accuracy
 MA1624;SPC PA N     -   192,950.      413,360.      MT  (+/- 180 meters Scaled)
 MA1624
 MA1624                          SUPERSEDED SURVEY CONTROL
 MA1624
 MA1624  NGVD 29 (??/??/92)  357.174  (m)         1171.83   (f) ADJ UNCH    2 0
 MA1624
 MA1624.Superseded values are not recommended for survey control.
 MA1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1624.See file dsdata.txt to determine how the superseded data were derived.
 MA1624
 MA1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG830371(NAD 83)
 MA1624_MARKER: DD = SURVEY DISK
 MA1624_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1624_SP_SET: BRIDGE
 MA1624_STAMPING: ET 5 PHT 1964
 MA1624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1624
 MA1624  HISTORY     - Date     Condition        Report By
 MA1624  HISTORY     - 1964     MONUMENTED       USGS
 MA1624  HISTORY     - 1967     GOOD             NGS
 MA1624  HISTORY     - 19991219 GOOD             USPSQD
 MA1624
 MA1624                          STATION DESCRIPTION
 MA1624
 MA1624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1624'1.6 MI W FROM MILL VILLAGE.
 MA1624'1.6 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE MAIN CROSSROAD
 MA1624'IN MILL VILLAGE, 0.05 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY
 MA1624'19, 12 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, SET IN THE
 MA1624'TOP OF THE SOUTHEAST WINGWALL OF A BRIDGE OVER FRENCH CREEK
 MA1624'AND IS ABOUT LEVEL WITH THE HIGHWAY.
 MA1624
 MA1624                          STATION RECOVERY (1999)
 MA1624
 MA1624'RECOVERY NOTE BY US POWER SQUADRON 1999
 MA1624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2349 ***********************************************************************
 KX2349  DESIGNATION -  ET 5 BRP 1966
 KX2349  PID         -  KX2349
 KX2349  STATE/COUNTY-  PA/CLEARFIELD
 KX2349  USGS QUAD   -  BURNSIDE (1994)
 KX2349
 KX2349                         *CURRENT SURVEY CONTROL
 KX2349  ___________________________________________________________________
 KX2349* NAD 83(1992)-  40 52 24.57533(N)    078 45 48.77922(W)     ADJUSTED  
 KX2349* NAVD 88     -       404.     (meters)    1325.     (feet)  SCALED    
 KX2349  ___________________________________________________________________
 KX2349  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 KX2349  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KX2349
 KX2349  HORZ ORDER  -  THIRD
 KX2349
 KX2349.The horizontal coordinates were established by classical geodetic methods
 KX2349.and adjusted by the National Geodetic Survey in June 2002..
 KX2349
 KX2349.The orthometric height was scaled from a topographic map.
 KX2349
 KX2349.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2349
 KX2349.The geoid height was determined by GEOID03.
 KX2349
 KX2349;                    North         East     Units Scale Factor Converg.
 KX2349;SPC PA N     -    78,995.857   514,563.776   MT  1.00000160   -0 40 13.8
 KX2349;SPC PA N     -   259,172.24  1,688,197.99   sFT  1.00000160   -0 40 13.8
 KX2349;SPC PA S     -   171,505.733   514,564.977   MT  0.99998668   -0 39 27.3
 KX2349;SPC PA S     -   562,681.73  1,688,201.93   sFT  0.99998668   -0 39 27.3
 KX2349;UTM  17      - 4,527,121.280   688,455.019   MT  1.00003714   +1 27 50.2
 KX2349
 KX2349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2349!SPC PA N     -   0.99994176  x   1.00000160  =   0.99994336
 KX2349!SPC PA S     -   0.99994176  x   0.99998668  =   0.99992844
 KX2349!UTM  17      -   0.99994176  x   1.00003714  =   0.99997890
 KX2349
 KX2349:                Primary Azimuth Mark                     Grid Az
 KX2349:SPC PA N     -  STA B4 BRP                               100 41 58.3
 KX2349:SPC PA S     -  STA B4 BRP                               100 41 11.8
 KX2349:UTM  17      -  STA B4 BRP                               098 33 54.3
 KX2349
 KX2349|---------------------------------------------------------------------|
 KX2349| PID    Reference Object                     Distance      Geod. Az  |
 KX2349|                                                           dddmmss.s |
 KX2349| KX2322 STA B4 BRP                          APPROX. 1.8 KM 1000144.5 |
 KX2349|---------------------------------------------------------------------|
 KX2349
 KX2349                          SUPERSEDED SURVEY CONTROL
 KX2349
 KX2349  NAD 83(1986)-  40 52 24.57941(N)    078 45 48.78341(W) AD(       ) 3
 KX2349  NAD 27      -  40 52 24.34771(N)    078 45 49.70191(W) AD(       ) 3
 KX2349
 KX2349.Superseded values are not recommended for survey control.
 KX2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2349.See file dsdata.txt to determine how the superseded data were derived.
 KX2349
 KX2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF8845527121(NAD 83)
 KX2349_MARKER: DD = SURVEY DISK
 KX2349_SETTING: 0 = UNSPECIFIED SETTING
 KX2349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX2349
 KX2349  HISTORY     - Date     Condition        Report By
 KX2349  HISTORY     - 1966     MONUMENTED       USGS
 KX2349
 KX2349                          STATION DESCRIPTION
 KX2349
 KX2349'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KX2349'MCGEES MILL, 0.75 MI S. OF, ALONG U. S. HIGHWAY 219 TO SHARP TURN AND
 KX2349'FIELD RD. LEFT, THENCE LEFT ALONG FIELD RD. ACROSS RR. BRIDGE, 33.4
 KX2349'FT SE. OF CENTER OF BRIDGE OVER RR., 4.4 FT SE. OF SE. CORNER OF
 KX2349'BRIDGE, IN CONCRETE POST PROJECTING 2 IN., STANDARD DISK
 KX2349'STAMPED---ET 5 BRP 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1331 ***********************************************************************
 JW1331  DESIGNATION -  ET 5 DCB USGS 1962
 JW1331  PID         -  JW1331
 JW1331  STATE/COUNTY-  PA/FAYETTE
 JW1331  USGS QUAD   -  SOUTH CONNELLSVILLE (1973)
 JW1331
 JW1331                         *CURRENT SURVEY CONTROL
 JW1331  ___________________________________________________________________
 JW1331* NAD 83(1992)-  39 52 40.32408(N)    079 30 28.81793(W)     ADJUSTED  
 JW1331* NAVD 88     -       596.3    (meters)    1956.     (feet)  VERTCON   
 JW1331  ___________________________________________________________________
 JW1331  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 JW1331  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 JW1331
 JW1331  HORZ ORDER  -  SECOND
 JW1331
 JW1331.The horizontal coordinates were established by classical geodetic methods
 JW1331.and adjusted by the National Geodetic Survey in June 2002..
 JW1331
 JW1331.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1331
 JW1331.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1331
 JW1331.The geoid height was determined by GEOID03.
 JW1331
 JW1331;                    North         East     Units Scale Factor Converg.
 JW1331;SPC PA S     -    61,959.225   449,618.619   MT  1.00000914   -1 08 26.1
 JW1331;SPC PA S     -   203,277.89  1,475,123.75   sFT  1.00000914   -1 08 26.1
 JW1331;UTM  17      - 4,415,267.083   627,585.449   MT  0.99980040   +0 57 24.2
 JW1331
 JW1331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1331!SPC PA S     -   0.99991148  x   1.00000914  =   0.99992062
 JW1331!UTM  17      -   0.99991148  x   0.99980040  =   0.99971190
 JW1331
 JW1331:                Primary Azimuth Mark                     Grid Az
 JW1331:SPC PA S     -  B 1 USGS 1962                            303 59 28.3
 JW1331:UTM  17      -  B 1 USGS 1962                            301 53 38.0
 JW1331
 JW1331|---------------------------------------------------------------------|
 JW1331| PID    Reference Object                     Distance      Geod. Az  |
 JW1331|                                                           dddmmss.s |
 JW1331| JW1332 B 1 USGS 1962                       APPROX. 4.4 KM 3025102.2 |
 JW1331|---------------------------------------------------------------------|
 JW1331
 JW1331                          SUPERSEDED SURVEY CONTROL
 JW1331
 JW1331  NAD 83(1995)-  39 52 40.32416(N)    079 30 28.81701(W) AD(       ) 2
 JW1331  NAD 83(1986)-  39 52 40.33528(N)    079 30 28.82169(W) AD(       ) 2
 JW1331  NAD 27      -  39 52 40.05567(N)    079 30 29.69585(W) AD(       ) 2
 JW1331  NGVD 29 (07/19/86)  596.5    (m)         1957.     (f) VERT ANG       
 JW1331
 JW1331.Superseded values are not recommended for survey control.
 JW1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1331.See file dsdata.txt to determine how the superseded data were derived.
 JW1331
 JW1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE2758515267(NAD 83)
 JW1331_MARKER: DE = TRAVERSE STATION DISK
 JW1331_SETTING: 0 = UNSPECIFIED SETTING
 JW1331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW1331
 JW1331  HISTORY     - Date     Condition        Report By
 JW1331  HISTORY     - 1962     MONUMENTED       USGS
 JW1331
 JW1331                          STATION DESCRIPTION
 JW1331
 JW1331'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (DCB)
 JW1331'CHIOPYLE, 1.0 MI NW. OF, ON TOP OF THARP KNOB.  0.4 MI SW. OF
 JW1331'YOUGHIOGHENY RIVER FALLS IN CHIOPYLE, ALONG STATE HIGHWAY 381 TO
 JW1331'T-RD. W., THENCE 1.6 MI W. (RIGHT) TO KENTUCK UNION CHURCH (PAST
 JW1331'CUCUMBER FALLS ON RIGHT), THENCE 0.1 MI RIGHT ALONG GRAVELED RD.
 JW1331'TO FARM LANE E., THENCE 0.1 MI ALONG LANE TO IMPLEMENT SHED ON
 JW1331'LEFT.  GO THROUGH GATE AT S. SIDE OF SHED AND PROCEED N. TO TOP
 JW1331'OF CULTIVATED FIELD.  15 FT N. OF, AND 1 FT LOWER THAN TOP OF
 JW1331'HILL.  IN CONCRETE POST PROJECTING 2 IN. FROM GROUND.  STANDARD
 JW1331'TABLET STAMPED ET 5 DCB 1962.
 JW1331'
 JW1331'REFERENCE MARK NO. 1.  151.08 FT FROM STATION S 8 DEG 15 MIN W.
 JW1331'80 FT NW. OF 12-IN. MAPLE TREE.  10 FT NE.
 JW1331'OF 12-IN. WILD CHERRY TREE.  30 FT N. OF E.-W. FENCE.  IN CONCRETE
 JW1331'POST PROJECTING 2 IN. ABOVE GROUND.  STANDARD TABLET STAMPED ET 5
 JW1331'DCB 1952 RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1836 ***********************************************************************
 MA1836  DESIGNATION -  ET 5 PHT
 MA1836  PID         -  MA1836
 MA1836  STATE/COUNTY-  PA/WARREN
 MA1836  USGS QUAD   -  SCANDIA (1971)
 MA1836
 MA1836                         *CURRENT SURVEY CONTROL
 MA1836  ___________________________________________________________________
 MA1836* NAD 83(1992)-  41 52 34.01036(N)    079 00 12.24328(W)     ADJUSTED  
 MA1836* NAVD 88     -       640.     (meters)    2100.     (feet)  SCALED    
 MA1836  ___________________________________________________________________
 MA1836  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 MA1836  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 MA1836
 MA1836  HORZ ORDER  -  THIRD
 MA1836
 MA1836.The horizontal coordinates were established by classical geodetic methods
 MA1836.and adjusted by the National Geodetic Survey in June 2002..
 MA1836
 MA1836.The orthometric height was scaled from a topographic map.
 MA1836
 MA1836.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1836
 MA1836.The geoid height was determined by GEOID03.
 MA1836
 MA1836;                    North         East     Units Scale Factor Converg.
 MA1836;SPC PA N     -   190,597.669   495,958.393   MT  0.99998884   -0 49 45.0
 MA1836;SPC PA N     -   625,319.19  1,627,156.83   sFT  0.99998884   -0 49 45.0
 MA1836;UTM  17      - 4,637,948.804   665,677.640   MT  0.99993778   +1 19 59.1
 MA1836
 MA1836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1836!SPC PA N     -   0.99990475  x   0.99998884  =   0.99989359
 MA1836!UTM  17      -   0.99990475  x   0.99993778  =   0.99984254
 MA1836
 MA1836                          SUPERSEDED SURVEY CONTROL
 MA1836
 MA1836  NAD 83(1996)-  41 52 34.01096(N)    079 00 12.24308(W) AD(       ) 3
 MA1836  NAD 83(1986)-  41 52 34.01276(N)    079 00 12.24227(W) AD(       ) 3
 MA1836  NAD 27      -  41 52 33.79768(N)    079 00 13.09954(W) AD(       ) 3
 MA1836
 MA1836.Superseded values are not recommended for survey control.
 MA1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1836.See file dsdata.txt to determine how the superseded data were derived.
 MA1836
 MA1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG6567837949(NAD 83)
 MA1836_MARKER: DD = SURVEY DISK
 MA1836_SETTING: 0 = UNSPECIFIED SETTING
 MA1836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1836
 MA1836  HISTORY     - Date     Condition        Report By
 MA1836  HISTORY     - 1964     MONUMENTED       USGS
 MA1836  HISTORY     - 19970421 GOOD             USPSQD
 MA1836
 MA1836                          STATION DESCRIPTION
 MA1836
 MA1836'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MA1836'SCANDIA, 0.5 MI SW. OF CENTERLINE OF CROSSROADS, THENCE 3.0 MI SE.
 MA1836'ALONG DIRT RD. TO JUNCTION OF FIRE TRAIL SW., 45 FT SW. OF RD.
 MA1836'JUNCTION, 36 FT S. OF RD., 35 FT W. OF FIRE TRAIL, 7 FT NE. OF
 MA1836'6-IN. OAK TREE, 5 FT SW. OF 4-IN. SASSAFRAS TREE, 4 FT S. OF 4-IN.
 MA1836'SASSAFRAS TREE, 2 FT S. OF WITNESS POST, IN CONCRETE POST FLUSH
 MA1836'WITH GROUND, STANDARD DISK STAMPED---ET 5 PHT 1964---.
 MA1836
 MA1836                          STATION RECOVERY (1997)
 MA1836
 MA1836'RECOVERY NOTE BY US POWER SQUADRON 1997
 MA1836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1855 ***********************************************************************
 MA1855  DESIGNATION -  ET 6 BRP
 MA1855  PID         -  MA1855
 MA1855  STATE/COUNTY-  PA/WARREN
 MA1855  USGS QUAD   -  SHEFFIELD (1973)
 MA1855
 MA1855                         *CURRENT SURVEY CONTROL
 MA1855  ___________________________________________________________________
 MA1855* NAD 83(1992)-  41 44 40.97219(N)    079 06 31.49792(W)     ADJUSTED  
 MA1855* NAVD 88     -       588.02   (+/-2cm)    1929.2    (feet)  VERTCON   
 MA1855  ___________________________________________________________________
 MA1855  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 MA1855  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 MA1855
 MA1855  HORZ ORDER  -  THIRD
 MA1855  VERT ORDER  -  THIRD ? (See Below)
 MA1855
 MA1855.The horizontal coordinates were established by classical geodetic methods
 MA1855.and adjusted by the National Geodetic Survey in June 2002..
 MA1855
 MA1855.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA1855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA1855.The vertical order pertains to the NGVD 29 superseded value.
 MA1855
 MA1855.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1855
 MA1855.The geoid height was determined by GEOID03.
 MA1855
 MA1855;                    North         East     Units Scale Factor Converg.
 MA1855;SPC PA N     -   176,137.129   486,985.425   MT  0.99997312   -0 53 55.9
 MA1855;SPC PA N     -   577,876.56  1,597,718.02   sFT  0.99997312   -0 53 55.9
 MA1855;UTM  17      - 4,623,161.189   657,256.639   MT  0.99990432   +1 15 34.1
 MA1855
 MA1855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1855!SPC PA N     -   0.99991287  x   0.99997312  =   0.99988600
 MA1855!UTM  17      -   0.99991287  x   0.99990432  =   0.99981720
 MA1855
 MA1855:                Primary Azimuth Mark                     Grid Az
 MA1855:SPC PA N     -  SHEFFIELD USGS 1938                      120 53 45.2
 MA1855:UTM  17      -  SHEFFIELD USGS 1938                      118 44 15.2
 MA1855
 MA1855|---------------------------------------------------------------------|
 MA1855| PID    Reference Object                     Distance      Geod. Az  |
 MA1855|                                                           dddmmss.s |
 MA1855| MA2369 SHEFFIELD USGS 1938                 APPROX.11.2 KM 1195949.3 |
 MA1855|---------------------------------------------------------------------|
 MA1855
 MA1855                          SUPERSEDED SURVEY CONTROL
 MA1855
 MA1855  NAD 83(1996)-  41 44 40.97348(N)    079 06 31.49750(W) AD(       ) 3
 MA1855  NAD 83(1986)-  41 44 40.97470(N)    079 06 31.49737(W) AD(       ) 3
 MA1855  NAD 27      -  41 44 40.75882(N)    079 06 32.34517(W) AD(       ) 3
 MA1855  NGVD 29 (07/19/86)  588.17   (m)         1929.7    (f) LEVELING    3  
 MA1855
 MA1855.Superseded values are not recommended for survey control.
 MA1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1855.See file dsdata.txt to determine how the superseded data were derived.
 MA1855
 MA1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG5725723161(NAD 83)
 MA1855_MARKER: DD = SURVEY DISK
 MA1855_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MA1855_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MA1855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1855
 MA1855  HISTORY     - Date     Condition        Report By
 MA1855  HISTORY     - 1966     MONUMENTED       USGS
 MA1855
 MA1855                          STATION DESCRIPTION
 MA1855
 MA1855'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 MA1855'SHEFFIELD, 4.5 MI NW. OF, 2.0 MI SW. OF WELDBANK, 3.4 MI N. OF
 MA1855'COMMUNITY CENTER (OLD CHERRY GROVE SCHOOL) IN CHERRY GROVE, ALONG
 MA1855'MACADAM RD., 26 FT E. OF CENTERLINE OF RD., 59 FT NNW. OF 13-IN.
 MA1855'TRIANGULAR-BLAZED RED MAPLE TREE, 22 FT W. OF 8-IN. TRIANGULAR-BLAZED
 MA1855'HEMLOCK TREE, 0.4 MI W. OF WITNESS POST, FLUSH WITH GROUND, CRIMPED
 MA1855'TO TOP OF COPPER-COATED STEEL ROD DRIVEN 8 FT TO REFUSAL, STANDARD
 MA1855'DISK STAMPED---ET 6 BRP 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2353 ***********************************************************************
 MA2353  DESIGNATION -  ET 6 PHT 1964 1940
 MA2353  PID         -  MA2353
 MA2353  STATE/COUNTY-  PA/MCKEAN
 MA2353  USGS QUAD   -  KANE (1977)
 MA2353
 MA2353                         *CURRENT SURVEY CONTROL
 MA2353  ___________________________________________________________________
 MA2353* NAD 83(1992)-  41 38 10.16334(N)    078 52 04.68301(W)     ADJUSTED  
 MA2353* NAVD 88     -       591.25   (+/-2cm)    1939.8    (feet)  VERTCON   
 MA2353  ___________________________________________________________________
 MA2353  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 MA2353  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 MA2353
 MA2353  HORZ ORDER  -  THIRD
 MA2353  VERT ORDER  -  THIRD ? (See Below)
 MA2353
 MA2353.The horizontal coordinates were established by classical geodetic methods
 MA2353.and adjusted by the National Geodetic Survey in June 2002..
 MA2353
 MA2353.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2353.The vertical order pertains to the NGVD 29 superseded value.
 MA2353
 MA2353.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2353
 MA2353.The geoid height was determined by GEOID03.
 MA2353
 MA2353;                    North         East     Units Scale Factor Converg.
 MA2353;SPC PA N     -   163,794.919   506,855.707   MT  0.99996411   -0 44 22.5
 MA2353;SPC PA N     -   537,383.83  1,662,909.10   sFT  0.99996411   -0 44 22.5
 MA2353;UTM  17      - 4,611,576.030   677,577.002   MT  0.99998806   +1 25 00.8
 MA2353
 MA2353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2353!SPC PA N     -   0.99991229  x   0.99996411  =   0.99987640
 MA2353!UTM  17      -   0.99991229  x   0.99998806  =   0.99990035
 MA2353
 MA2353:                Primary Azimuth Mark                     Grid Az
 MA2353:SPC PA N     -  RUSSEL CITY STANDPIPE                    205 15 00.3
 MA2353:UTM  17      -  RUSSEL CITY STANDPIPE                    203 05 37.0
 MA2353
 MA2353|---------------------------------------------------------------------|
 MA2353| PID    Reference Object                     Distance      Geod. Az  |
 MA2353|                                                           dddmmss.s |
 MA2353| MA2361 RUSSEL CITY STANDPIPE               APPROX. 7.9 KM 2043037.8 |
 MA2353|---------------------------------------------------------------------|
 MA2353
 MA2353                          SUPERSEDED SURVEY CONTROL
 MA2353
 MA2353  NAD 83(1996)-  41 38 10.16421(N)    078 52 04.68305(W) AD(       ) 3
 MA2353  NAD 83(1986)-  41 38 10.16469(N)    078 52 04.68181(W) AD(       ) 3
 MA2353  NAD 27      -  41 38 09.94347(N)    078 52 05.56140(W) AD(       ) 3
 MA2353  NGVD 29 (07/19/86)  591.36   (m)         1940.2    (f) LEVELING    3  
 MA2353
 MA2353.Superseded values are not recommended for survey control.
 MA2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2353.See file dsdata.txt to determine how the superseded data were derived.
 MA2353
 MA2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG7757711576(NAD 83)
 MA2353_MARKER: DD = SURVEY DISK
 MA2353_SETTING: 0 = UNSPECIFIED SETTING
 MA2353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA2353
 MA2353  HISTORY     - Date     Condition        Report By
 MA2353  HISTORY     - 1964     MONUMENTED       USGS
 MA2353  HISTORY     - 20010705 GOOD             USPSQD
 MA2353  HISTORY     - 20051021 GOOD             USPSQD
 MA2353
 MA2353                          STATION DESCRIPTION
 MA2353
 MA2353'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MA2353'KANE POST OFFICE, 1.1 MI S. OF, ALONG STATE HIGHWAY 68, THENCE
 MA2353'2.3 MI W. OF JUNCTION OF Y-RD., THENCE 0.5 MI LEFT TO JUNCTION OF
 MA2353'Y-RD., THENCE 0.5 MI RIGHT, 93 FT SE. OF SE. CORNER OF PUMP HOUSE,
 MA2353'93 FT S. OF RD. AT WOODS RD. S., 27 FT E. OF WOODS RD., 11 FT N.
 MA2353'OF SMALL PIPELINE, 3 FT S. OF WITNESS POST, IN CONCRETE POST FLUSH
 MA2353'WITH GROUND, STANDARD DISK STAMPED---ET 6 PHT 1964 1940---.
 MA2353
 MA2353                          STATION RECOVERY (2001)
 MA2353
 MA2353'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA2353'RECOVERED IN GOOD CONDITION.
 MA2353
 MA2353                          STATION RECOVERY (2005)
 MA2353
 MA2353'RECOVERY NOTE BY US POWER SQUADRON 2005 (SG)
 MA2353'DELETE REFERENCE TO PUMP HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1860 ***********************************************************************
 MA1860  DESIGNATION -  ET 7 BRP
 MA1860  PID         -  MA1860
 MA1860  STATE/COUNTY-  PA/WARREN
 MA1860  USGS QUAD   -  CHERRY GROVE (1973)
 MA1860
 MA1860                         *CURRENT SURVEY CONTROL
 MA1860  ___________________________________________________________________
 MA1860* NAD 83(1992)-  41 40 41.12750(N)    079 07 31.21081(W)     ADJUSTED  
 MA1860* NAVD 88     -       610.20   (+/-2cm)    2002.0    (feet)  VERTCON   
 MA1860  ___________________________________________________________________
 MA1860  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 MA1860  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 MA1860
 MA1860  HORZ ORDER  -  THIRD
 MA1860  VERT ORDER  -  THIRD ? (See Below)
 MA1860
 MA1860.The horizontal coordinates were established by classical geodetic methods
 MA1860.and adjusted by the National Geodetic Survey in June 2002..
 MA1860
 MA1860.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA1860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA1860.The vertical order pertains to the NGVD 29 superseded value.
 MA1860
 MA1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1860
 MA1860.The geoid height was determined by GEOID03.
 MA1860
 MA1860;                    North         East     Units Scale Factor Converg.
 MA1860;SPC PA N     -   168,760.339   485,488.420   MT  0.99996717   -0 54 35.4
 MA1860;SPC PA N     -   553,674.55  1,592,806.59   sFT  0.99996717   -0 54 35.4
 MA1860;UTM  17      - 4,615,733.777   656,038.487   MT  0.99989963   +1 14 48.5
 MA1860
 MA1860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1860!SPC PA N     -   0.99990939  x   0.99996717  =   0.99987656
 MA1860!UTM  17      -   0.99990939  x   0.99989963  =   0.99980903
 MA1860
 MA1860:                Primary Azimuth Mark                     Grid Az
 MA1860:SPC PA N     -  QUAKER HILL                              003 53 57.4
 MA1860:UTM  17      -  QUAKER HILL                              001 44 33.5
 MA1860
 MA1860|---------------------------------------------------------------------|
 MA1860| PID    Reference Object                     Distance      Geod. Az  |
 MA1860|                                                           dddmmss.s |
 MA1860| MA1839 QUAKER HILL                         APPROX.21.6 KM 0025922.0 |
 MA1860|---------------------------------------------------------------------|
 MA1860
 MA1860                          SUPERSEDED SURVEY CONTROL
 MA1860
 MA1860  NAD 83(1996)-  41 40 41.12790(N)    079 07 31.21044(W) AD(       ) 3
 MA1860  NAD 83(1986)-  41 40 41.12837(N)    079 07 31.20950(W) AD(       ) 3
 MA1860  NAD 27      -  41 40 40.90998(N)    079 07 32.05844(W) AD(       ) 3
 MA1860  NGVD 29 (07/19/86)  610.34   (m)         2002.4    (f) LEVELING    3  
 MA1860
 MA1860.Superseded values are not recommended for survey control.
 MA1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1860.See file dsdata.txt to determine how the superseded data were derived.
 MA1860
 MA1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG5603815734(NAD 83)
 MA1860_MARKER: DD = SURVEY DISK
 MA1860_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MA1860_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MA1860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1860
 MA1860  HISTORY     - Date     Condition        Report By
 MA1860  HISTORY     - 1966     MONUMENTED       USGS
 MA1860
 MA1860                          STATION DESCRIPTION
 MA1860
 MA1860'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 MA1860'SHEFFIELD, 200 FT N. OF POST OFFICE TO T-RD. LEFT, THENCE 5.9  MI S.
 MA1860'AND E. ON T-RD. LEFT TO GREEN CEMENT BLOCK COTTAGE, 28 FT N. OF
 MA1860'CENTERLINE OF RD., 60 FT NW. OF CENTERLINE OF RD. AT JUNCTION OF
 MA1860'DRIVE N., 13 FT S. OF TRANSFORMER POWER POLE, 3 FT S. OF WITNESS POST,
 MA1860'FLUSH WITH GROUND, CRIMPED TO TOP OF COPPER-COATED STEEL ROD DRIVEN
 MA1860'4 FT TO REFUSAL, STANDARD DISK STAMPED---ET 7 BRP 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2376 ***********************************************************************
 MA2376  DESIGNATION -  ET 7 PHT=MARSHBURG LOT
 MA2376  PID         -  MA2376
 MA2376  STATE/COUNTY-  PA/MCKEAN
 MA2376  USGS QUAD   -  WESTLINE (1986)
 MA2376
 MA2376                         *CURRENT SURVEY CONTROL
 MA2376  ___________________________________________________________________
 MA2376* NAD 83(1992)-  41 51 49.19809(N)    078 45 52.12216(W)     ADJUSTED  
 MA2376* NAVD 88     -       666.     (meters)    2185.     (feet)  SCALED    
 MA2376  ___________________________________________________________________
 MA2376  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 MA2376  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 MA2376
 MA2376  HORZ ORDER  -  THIRD
 MA2376
 MA2376.The horizontal coordinates were established by classical geodetic methods
 MA2376.and adjusted by the National Geodetic Survey in June 2002..
 MA2376
 MA2376.The orthometric height was scaled from a topographic map.
 MA2376
 MA2376.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2376
 MA2376.The geoid height was determined by GEOID03.
 MA2376
 MA2376;                    North         East     Units Scale Factor Converg.
 MA2376;SPC PA N     -   188,955.531   515,773.534   MT  0.99998713   -0 40 16.0
 MA2376;SPC PA N     -   619,931.60  1,692,167.00   sFT  0.99998713   -0 40 16.0
 MA2376;UTM  17      - 4,637,055.665   685,540.478   MT  1.00002363   +1 29 32.4
 MA2376
 MA2376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2376!SPC PA N     -   0.99990060  x   0.99998713  =   0.99988774
 MA2376!UTM  17      -   0.99990060  x   1.00002363  =   0.99992423
 MA2376
 MA2376:                Primary Azimuth Mark                     Grid Az
 MA2376:SPC PA N     -  COAL KNOB LOT USGS 1967                  261 02 16.9
 MA2376:UTM  17      -  COAL KNOB LOT USGS 1967                  258 52 28.5
 MA2376
 MA2376|---------------------------------------------------------------------|
 MA2376| PID    Reference Object                     Distance      Geod. Az  |
 MA2376|                                                           dddmmss.s |
 MA2376| MA2377 COAL KNOB LOT USGS 1967             APPROX.17.9 KM 2602200.9 |
 MA2376|---------------------------------------------------------------------|
 MA2376
 MA2376                          SUPERSEDED SURVEY CONTROL
 MA2376
 MA2376  NAD 83(1996)-  41 51 49.19830(N)    078 45 52.12185(W) AD(       ) 3
 MA2376  NAD 83(1986)-  41 51 49.20003(N)    078 45 52.12043(W) AD(       ) 3
 MA2376  NAD 27      -  41 51 48.97677(N)    078 45 53.00964(W) AD(       ) 3
 MA2376
 MA2376.Superseded values are not recommended for survey control.
 MA2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2376.See file dsdata.txt to determine how the superseded data were derived.
 MA2376
 MA2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG8554037056(NAD 83)
 MA2376
 MA2376  HISTORY     - Date     Condition        Report By
 MA2376  HISTORY     - 1967     MONUMENTED       CGS
 MA2376  HISTORY     - 20060327 GOOD             USPSQD
 MA2376
 MA2376                          STATION DESCRIPTION
 MA2376
 MA2376'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 MA2376'THE POINT INTERSECTED WAS THE TOP CENTER OF THE GLASS ENCLOSED
 MA2376'OBSERVATION HOUSE ATOP A FOUR LEGGED SELF SUPPORTING SKELETON
 MA2376'STEEL TOWER.  THE ENTIRE STRUCTURE IS PAINTED SILVER AND HAS AN
 MA2376'OVER-ALL HEIGHT OF ABOUT 115 FEET.
 MA2376'
 MA2376'THE LOOKOUT TOWER IS LOCATED ON A HIGH WOODED HILL ABOUT 1 MILE
 MA2376'NORTHWEST OF MARSHBURG AND IS OWNED BY THE U.S. FOREST SERVICE.  IT
 MA2376'IS BEST REACH FROM THE JUNCTION OF STATE HIGHWAYS 59 AND 770 IN
 MA2376'MARSHBURG BY GOING WEST ON STATE HIGHWAY 59 FOR 0.65 MILE
 MA2376'TO A SIDE ROAD RIGHT AND SIGN WITH LETTERING BRADFORT TRAP AND SKEET
 MA2376'CLUB, MARSHBURG PA..  TURN RIGHT AND GO IN A NORTHERLY DIRECTION
 MA2376'ON THE GRAVELED ROAD FOR 0.5 MILE TO A FORK.  KEEP RIGHT AND GO
 MA2376'NORTHEAST ON THE WOODS ROAD FOR 0.05 MILE TO THE TOP OF THE HILL
 MA2376'AND THE LOOKOUT TOWER.
 MA2376'
 MA2376'NOTE- USGS MARK ET 7 PHT 1964 IS SET IN THE CENTER OF THE BASE OF THE
 MA2376'LOOKOUT TOWER.
 MA2376
 MA2376                          STATION RECOVERY (2006)
 MA2376
 MA2376'RECOVERY NOTE BY US POWER SQUADRON 2006 (SG)
 MA2376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1863 ***********************************************************************
 MA1863  DESIGNATION -  ET 8 BRP
 MA1863  PID         -  MA1863
 MA1863  STATE/COUNTY-  PA/WARREN
 MA1863  USGS QUAD   -  CHERRY GROVE (1973)
 MA1863
 MA1863                         *CURRENT SURVEY CONTROL
 MA1863  ___________________________________________________________________
 MA1863* NAD 83(1992)-  41 38 29.67316(N)    079 09 05.88868(W)     ADJUSTED  
 MA1863* NAVD 88     -       544.64   (+/-2cm)    1786.9    (feet)  VERTCON   
 MA1863  ___________________________________________________________________
 MA1863  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 MA1863  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 MA1863
 MA1863  HORZ ORDER  -  THIRD
 MA1863  VERT ORDER  -  THIRD ? (See Below)
 MA1863
 MA1863.The horizontal coordinates were established by classical geodetic methods
 MA1863.and adjusted by the National Geodetic Survey in June 2002..
 MA1863
 MA1863.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA1863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA1863.The vertical order pertains to the NGVD 29 superseded value.
 MA1863
 MA1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1863
 MA1863.The geoid height was determined by GEOID03.
 MA1863
 MA1863;                    North         East     Units Scale Factor Converg.
 MA1863;SPC PA N     -   164,740.503   483,233.271   MT  0.99996447   -0 55 38.1
 MA1863;SPC PA N     -   540,486.13  1,585,407.82   sFT  0.99996447   -0 55 38.1
 MA1863;UTM  17      - 4,611,632.229   653,936.321   MT  0.99989161   +1 13 42.3
 MA1863
 MA1863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1863!SPC PA N     -   0.99991967  x   0.99996447  =   0.99988415
 MA1863!UTM  17      -   0.99991967  x   0.99989161  =   0.99981129
 MA1863
 MA1863:                Primary Azimuth Mark                     Grid Az
 MA1863:SPC PA N     -  STA B5 PT 2                              002 00 15.9
 MA1863:UTM  17      -  STA B5 PT 2                              359 50 55.5
 MA1863
 MA1863|---------------------------------------------------------------------|
 MA1863| PID    Reference Object                     Distance      Geod. Az  |
 MA1863|                                                           dddmmss.s |
 MA1863| MA1862 STA B5 PT 2                         APPROX. 3.3 KM 0010437.8 |
 MA1863|---------------------------------------------------------------------|
 MA1863
 MA1863                          SUPERSEDED SURVEY CONTROL
 MA1863
 MA1863  NAD 83(1996)-  41 38 29.67354(N)    079 09 05.88821(W) AD(       ) 3
 MA1863  NAD 83(1986)-  41 38 29.67374(N)    079 09 05.88741(W) AD(       ) 3
 MA1863  NAD 27      -  41 38 29.45350(N)    079 09 06.73109(W) AD(       ) 3
 MA1863  NGVD 29 (07/19/86)  544.79   (m)         1787.4    (f) LEVELING    3  
 MA1863
 MA1863.Superseded values are not recommended for survey control.
 MA1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1863.See file dsdata.txt to determine how the superseded data were derived.
 MA1863
 MA1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG5393611632(NAD 83)
 MA1863_MARKER: DD = SURVEY DISK
 MA1863_SETTING: 80 = SET IN A BOULDER
 MA1863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1863+STABILITY: SURFACE MOTION
 MA1863
 MA1863  HISTORY     - Date     Condition        Report By
 MA1863  HISTORY     - 1966     MONUMENTED       USGS
 MA1863
 MA1863                          STATION DESCRIPTION
 MA1863
 MA1863'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 MA1863'SHEFFIELD, 7.5 MI SW. OF, 2.6 MI S. OF VANDERGRIFT CORNERS, 21 FT W.
 MA1863'OF CENTERLINE OF RD., 84 FT S. OF POWER POLE, 60 FT SE. OF 17-IN.
 MA1863'TRIANGULAR-BLAZED TULIP TREE, 56 FT W. OF RD. STATION MARKER 0/58
 MA1863'PAINTED ON 9-IN. MAPLE TREE, 24 FT NE. OF 16-IN. TRIANGULAR-BLAZED
 MA1863'BLACK CHERRY TREE, IN TOP OF BOULDER IN PLACE, STANDARD DISK
 MA1863'STAMPED---ET 8 BRP 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1887 ***********************************************************************
 MA1887  DESIGNATION -  ET 9 BRP
 MA1887  PID         -  MA1887
 MA1887  STATE/COUNTY-  PA/WARREN
 MA1887  USGS QUAD   -  SUGAR GROVE (1975)
 MA1887
 MA1887                         *CURRENT SURVEY CONTROL
 MA1887  ___________________________________________________________________
 MA1887* NAD 83(1992)-  41 52 35.82003(N)    079 15 29.29077(W)     ADJUSTED  
 MA1887* NAVD 88     -       546.97   (+/-2cm)    1794.5    (feet)  VERTCON   
 MA1887  ___________________________________________________________________
 MA1887  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 MA1887  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MA1887
 MA1887  HORZ ORDER  -  THIRD
 MA1887  VERT ORDER  -  THIRD ? (See Below)
 MA1887
 MA1887.The horizontal coordinates were established by classical geodetic methods
 MA1887.and adjusted by the National Geodetic Survey in June 2002..
 MA1887
 MA1887.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA1887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA1887.The vertical order pertains to the NGVD 29 superseded value.
 MA1887
 MA1887.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1887
 MA1887.The geoid height was determined by GEOID03.
 MA1887
 MA1887;                    North         East     Units Scale Factor Converg.
 MA1887;SPC PA N     -   190,990.592   474,816.386   MT  0.99998891   -0 59 51.7
 MA1887;SPC PA N     -   626,608.30  1,557,793.43   sFT  0.99998891   -0 59 51.7
 MA1887;UTM  17      - 4,637,544.107   644,537.808   MT  0.99985707   +1 09 46.6
 MA1887
 MA1887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1887!SPC PA N     -   0.99991938  x   0.99998891  =   0.99990829
 MA1887!UTM  17      -   0.99991938  x   0.99985707  =   0.99977646
 MA1887
 MA1887:                Primary Azimuth Mark                     Grid Az
 MA1887:SPC PA N     -  YANKEE BUSH RESET                        100 31 45.7
 MA1887:UTM  17      -  YANKEE BUSH RESET                        098 22 07.4
 MA1887
 MA1887|---------------------------------------------------------------------|
 MA1887| PID    Reference Object                     Distance      Geod. Az  |
 MA1887|                                                           dddmmss.s |
 MA1887| MA1843 YANKEE BUSH RESET                   APPROX. 5.1 KM 0993154.0 |
 MA1887|---------------------------------------------------------------------|
 MA1887
 MA1887                          SUPERSEDED SURVEY CONTROL
 MA1887
 MA1887  NAD 83(1996)-  41 52 35.82041(N)    079 15 29.29068(W) AD(       ) 3
 MA1887  NAD 83(1986)-  41 52 35.82186(N)    079 15 29.28963(W) AD(       ) 3
 MA1887  NAD 27      -  41 52 35.60816(N)    079 15 30.11614(W) AD(       ) 3
 MA1887  NGVD 29 (07/19/86)  547.12   (m)         1795.0    (f) LEVELING    3  
 MA1887
 MA1887.Superseded values are not recommended for survey control.
 MA1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1887.See file dsdata.txt to determine how the superseded data were derived.
 MA1887
 MA1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG4453837544(NAD 83)
 MA1887_MARKER: DD = SURVEY DISK
 MA1887_SETTING: 0 = UNSPECIFIED SETTING
 MA1887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1887
 MA1887  HISTORY     - Date     Condition        Report By
 MA1887  HISTORY     - 1966     MONUMENTED       USGS
 MA1887  HISTORY     - 19970422 MARK NOT FOUND   USPSQD
 MA1887
 MA1887                          STATION DESCRIPTION
 MA1887
 MA1887'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 MA1887'IRVIN, 2.5 MI N. OF, 3.5 MI E. OF JUNCTION OF U. S. HIGHWAY 6 IN
 MA1887'YOUNGSVILLE, ALONG HIGHWAY 6 TO T-RD. N., THENCE 0.3 MI (LEFT) TO
 MA1887'Y-RD., THENCE 2.3 MI ALONG RIGHT FORK OF RD., 140 FT W. OF CENTER-
 MA1887'LINE OF RD., 148 FT NW. OF POWER POLE WITH TRANSFORMER, 96 FT SW.
 MA1887'OF POWER POLE, 94 FT SE. OF BLACK CHERRY TREE, IN CONCRETE POST
 MA1887'14 IN. BELOW GROUND, STANDARD DISK STAMPED---ET 9 BRP 1966---.
 MA1887
 MA1887                          STATION RECOVERY (1997)
 MA1887
 MA1887'RECOVERY NOTE BY US POWER SQUADRON 1997
 MA1887'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2254 ***********************************************************************
 MA2254  DESIGNATION -  ET 9 PHT 1964
 MA2254  PID         -  MA2254
 MA2254  STATE/COUNTY-  PA/ELK
 MA2254  USGS QUAD   -  RIDGWAY (1988)
 MA2254
 MA2254                         *CURRENT SURVEY CONTROL
 MA2254  ___________________________________________________________________
 MA2254* NAD 83(1992)-  41 29 43.61520(N)    078 44 37.23234(W)     ADJUSTED  
 MA2254* NAVD 88     -       549.     (meters)    1801.     (feet)  SCALED    
 MA2254  ___________________________________________________________________
 MA2254  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 MA2254  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 MA2254
 MA2254  HORZ ORDER  -  THIRD
 MA2254
 MA2254.The horizontal coordinates were established by classical geodetic methods
 MA2254.and adjusted by the National Geodetic Survey in June 2002..
 MA2254
 MA2254.The orthometric height was scaled from a topographic map.
 MA2254
 MA2254.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2254
 MA2254.The geoid height was determined by GEOID03.
 MA2254
 MA2254;                    North         East     Units Scale Factor Converg.
 MA2254;SPC PA N     -   148,042.633   517,031.406   MT  0.99995776   -0 39 26.5
 MA2254;SPC PA N     -   485,703.21  1,696,293.87   sFT  0.99995776   -0 39 26.5
 MA2254;UTM  17      - 4,596,216.661   688,338.298   MT  1.00003654   +1 29 43.4
 MA2254
 MA2254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2254!SPC PA N     -   0.99991892  x   0.99995776  =   0.99987668
 MA2254!UTM  17      -   0.99991892  x   1.00003654  =   0.99995545
 MA2254
 MA2254:                Primary Azimuth Mark                     Grid Az
 MA2254:SPC PA N     -  STA 2 LINE 8 NO 1                        186 44 05.7
 MA2254:UTM  17      -  STA 2 LINE 8 NO 1                        184 34 55.8
 MA2254
 MA2254|---------------------------------------------------------------------|
 MA2254| PID    Reference Object                     Distance      Geod. Az  |
 MA2254|                                                           dddmmss.s |
 MA2254| MA2255 STA 2 LINE 8 NO 1                   APPROX. 2.7 KM 1860439.2 |
 MA2254|---------------------------------------------------------------------|
 MA2254
 MA2254                          SUPERSEDED SURVEY CONTROL
 MA2254
 MA2254  NAD 83(1986)-  41 29 43.61659(N)    078 44 37.23301(W) AD(       ) 3
 MA2254  NAD 27      -  41 29 43.39570(N)    078 44 38.12910(W) AD(       ) 3
 MA2254
 MA2254.Superseded values are not recommended for survey control.
 MA2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2254.See file dsdata.txt to determine how the superseded data were derived.
 MA2254
 MA2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF8833896217(NAD 83)
 MA2254_MARKER: DD = SURVEY DISK
 MA2254_SETTING: 0 = UNSPECIFIED SETTING
 MA2254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA2254
 MA2254  HISTORY     - Date     Condition        Report By
 MA2254  HISTORY     - 1964     MONUMENTED       USGS
 MA2254  HISTORY     - 20040428 GOOD             USPSQD
 MA2254
 MA2254                          STATION DESCRIPTION
 MA2254
 MA2254'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MA2254'HIGHLAND, 7.5 MI SE. OF, ALONG STATE HIGHWAY 948 TO JUNCTION OF
 MA2254'PAVED RD. NE., THENCE 0.4 MI W. ALONG DIRT RD., 209 FT E. OF
 MA2254'CENTERLINE OF RD. AT DRIVE NW. AND WOODS LINE S., 172 FT W. OF
 MA2254'CENTERLINE OF RD. AT FENCE ROW N., 14 FT N. OF CENTERLINE OF RD.,
 MA2254'3 FT W. OF TREE STUMP, 1 FT S. OF E.-W. FENCE ROW, 2 FT E. OF WITNESS
 MA2254'SIGN, IN CONCRETE POST, STANDARD DISK STAMPED---ET 9 PHT 1964---.
 MA2254
 MA2254                          STATION RECOVERY (2004)
 MA2254
 MA2254'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA2254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2161 ***********************************************************************
 KX2161  DESIGNATION -  EUCLID
 KX2161  PID         -  KX2161
 KX2161  STATE/COUNTY-  PA/BUTLER
 KX2161  USGS QUAD   -  MOUNT CHESTNUT (1993)
 KX2161
 KX2161                         *CURRENT SURVEY CONTROL
 KX2161  ___________________________________________________________________
 KX2161* NAD 83(1992)-  40 59 48.48423(N)    079 59 25.80309(W)     ADJUSTED  
 KX2161* NAVD 88     -       442.     (meters)    1450.     (feet)  SCALED    
 KX2161  ___________________________________________________________________
 KX2161  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 KX2161  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KX2161
 KX2161  HORZ ORDER  -  FIRST
 KX2161
 KX2161.The horizontal coordinates were established by classical geodetic methods
 KX2161.and adjusted by the National Geodetic Survey in June 2002..
 KX2161
 KX2161.The orthometric height was scaled from a topographic map.
 KX2161
 KX2161.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2161
 KX2161.The geoid height was determined by GEOID03.
 KX2161
 KX2161;                    North         East     Units Scale Factor Converg.
 KX2161;SPC PA S     -   187,100.309   411,505.236   MT  1.00000488   -1 27 13.0
 KX2161;SPC PA S     -   613,844.93  1,350,080.10   sFT  1.00000488   -1 27 13.0
 KX2161;UTM  17      - 4,538,892.674   584,905.149   MT  0.99968872   +0 39 44.2
 KX2161
 KX2161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2161!SPC PA S     -   0.99993598  x   1.00000488  =   0.99994086
 KX2161!UTM  17      -   0.99993598  x   0.99968872  =   0.99962472
 KX2161
 KX2161|---------------------------------------------------------------------|
 KX2161| PID    Reference Object                     Distance      Geod. Az  |
 KX2161|                                                           dddmmss.s |
 KX2161| CX4452 EUCLID RM 1                                        14745     |
 KX2161| CX4451 EUCLID AZ MK                                       1643222.6 |
 KX2161| CX4453 EUCLID RM 2                          28.947 METERS 26854     |
 KX2161| MB1908 SLIPPERY ROCK COLLEGE CLOCKTWR      APPROX. 8.8 KM 3243310.2 |
 KX2161|---------------------------------------------------------------------|
 KX2161
 KX2161                          SUPERSEDED SURVEY CONTROL
 KX2161
 KX2161  NAD 83(1995)-  40 59 48.48643(N)    079 59 25.80281(W) AD(       ) 1
 KX2161  NAD 83(1986)-  40 59 48.48758(N)    079 59 25.80669(W) AD(       ) 1
 KX2161  NAD 27      -  40 59 48.25950(N)    079 59 26.60460(W) AD(       ) 1
 KX2161
 KX2161.Superseded values are not recommended for survey control.
 KX2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2161.See file dsdata.txt to determine how the superseded data were derived.
 KX2161
 KX2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF8490538893(NAD 83)
 KX2161_MARKER: DS = TRIANGULATION STATION DISK
 KX2161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2161
 KX2161  HISTORY     - Date     Condition        Report By
 KX2161  HISTORY     - 1958     MONUMENTED       CGS
 KX2161
 KX2161                          STATION DESCRIPTION
 KX2161
 KX2161'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2161'THE STATION IS ABOUT 10.0 MILES NORTH-NORTHWEST OF BUTLER, 6 MILES
 KX2161'SOUTHEAST OF SLIPPERY ROCK, 3 MILES WEST OF EUCLID, AND 1/4
 KX2161'MILE WEST OF STATE HIGHWAY 8, ON PROPERTY OWNED BY MR. MICHEL
 KX2161'ADAMOSKY.
 KX2161'
 KX2161'TO REACH FROM THE STREET INTERSECTION OF E. JEFFERSON STREET AND MAIN
 KX2161'STREET WHICH IS ALSO THE JUNCTION OF U.S.  HIGHWAY 422 AND
 KX2161'STATE HIGHWAY 8, IN BUTLER, GO NORTH ON HIGHWAY 8 FOR 9.1 MILES TO
 KX2161'CROSSROADS. CONTINUE ON HIGHWAY 8 FOR 1.8 MILES TO
 KX2161'CROSSROADS. TURN LEFT, AS PER SIGN WEST LIBERTY 5, AND GO 0.2 MILE TO
 KX2161'CROSSROADS. TURN RIGHT, GO 0.2 MILE TO THE STATION ON THE
 KX2161'LEFT.
 KX2161'
 KX2161'STATION MARKS ARE STANDARD DISKS STAMPED EUCLID 1958. THE SURFACE
 KX2161'DISK IS SET IN A SQUARE CONCRETE POST WHHICH IS 24 INCHES
 KX2161'BELOW THE SURFACE OF THE GROUND. IT IS 125 FEET NORTH OF THE
 KX2161'NORTHEAST CORNER OF A TWO-STORY HOUSE, 100.6 FEET EAST OF
 KX2161'THE NORTHEAST CORNER OF BARN, 63.6 FEET SOUTH-SOUTHWEST OF A POWER
 KX2161'LINE POLE, 37.6 FEET WEST OF THE CENTER OF SURFACED ROAD,
 KX2161'AND 18 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A CHICKEN HOUSE. THE
 KX2161'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 43
 KX2161'INCHES BELOW THE SURFACE OF THE GROUND.
 KX2161'
 KX2161'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED EUCLID NO 1 1958, IS
 KX2161'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 KX2161'GROUND. IT IS 85 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 KX2161'TWO-STORY HOUSE, 29 FEET EAST OF THE CENTER OF SURFACED
 KX2161'ROAD, AND 2 FEET NORTHWEST OF A TELEPHONE POLE NO.-316.
 KX2161'
 KX2161'REFERENCE MARK NO. 2, A STANDARD DISK STAPED EUCLID NO 2 1958, IS SET
 KX2161'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 KX2161'GROUND. IT IS 15 FEET SOUTH OF THE NORTHEAST CORNER OF BARN AND 1
 KX2161'FOOT EAST OF THE EAST SIDE OF BARN.
 KX2161'
 KX2161'AZIMUTH MARK, A STANDARD DISK STAMPED EUCLID 1958, IS SET IN A SQUARE
 KX2161'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 87
 KX2161'FEET NORTHEAST OF THE DRIVEWAY ENTRANCE OF MR. ED J. SHANER, 20 FEET
 KX2161'EAST OF THE CENTER OF SURFACED ROAD AND 4 FEET NORTH OF
 KX2161'A LONE WALNUT TREE. A STANDARD WITNESS POST WAS SET 2 FEET SOUTH OF
 KX2161'MARK.
 KX2161'
 KX2161'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON SURFACED ROAD
 KX2161'FOR 0.3 MILE TO MARK ON THE LEFT.
 KX2161'
 KX2161'HEIGHT OF LIGHT ABOVE STATION MARK 29 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1948 ***********************************************************************
 KX1948  DESIGNATION -  EVANS
 KX1948  PID         -  KX1948
 KX1948  STATE/COUNTY-  PA/INDIANA
 KX1948  USGS QUAD   -  BRUSH VALLEY (1981)
 KX1948
 KX1948                         *CURRENT SURVEY CONTROL
 KX1948  ___________________________________________________________________
 KX1948* NAD 83(1992)-  40 34 13.02017(N)    079 05 04.39594(W)     ADJUSTED  
 KX1948* NAVD 88     -       562.     (meters)    1844.     (feet)  SCALED    
 KX1948  ___________________________________________________________________
 KX1948  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 KX1948  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KX1948
 KX1948  HORZ ORDER  -  THIRD
 KX1948
 KX1948.The horizontal coordinates were established by classical geodetic methods
 KX1948.and adjusted by the National Geodetic Survey in June 2002..
 KX1948
 KX1948.The orthometric height was scaled from a topographic map.
 KX1948
 KX1948.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1948
 KX1948.The geoid height was determined by GEOID03.
 KX1948
 KX1948;                    North         East     Units Scale Factor Converg.
 KX1948;SPC PA S     -   138,199.249   486,999.585   MT  0.99996167   -0 51 57.1
 KX1948;SPC PA S     -   453,408.70  1,597,764.47   sFT  0.99996167   -0 51 57.1
 KX1948;UTM  17      - 4,492,819.246   662,138.300   MT  0.99992360   +1 14 45.7
 KX1948
 KX1948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX1948!SPC PA S     -   0.99991700  x   0.99996167  =   0.99987867
 KX1948!UTM  17      -   0.99991700  x   0.99992360  =   0.99984060
 KX1948
 KX1948:                Primary Azimuth Mark                     Grid Az
 KX1948:SPC PA S     -  NOLO                                     088 15 23.6
 KX1948:UTM  17      -  NOLO                                     086 08 40.8
 KX1948
 KX1948|---------------------------------------------------------------------|
 KX1948| PID    Reference Object                     Distance      Geod. Az  |
 KX1948|                                                           dddmmss.s |
 KX1948| KX2337 NOLO                                APPROX.10.5 KM 0872326.5 |
 KX1948|---------------------------------------------------------------------|
 KX1948
 KX1948                          SUPERSEDED SURVEY CONTROL
 KX1948
 KX1948  NAD 83(1986)-  40 34 13.02416(N)    079 05 04.40341(W) AD(       ) 3
 KX1948  NAD 27      -  40 34 12.77802(N)    079 05 05.28902(W) AD(       ) 3
 KX1948
 KX1948.Superseded values are not recommended for survey control.
 KX1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1948.See file dsdata.txt to determine how the superseded data were derived.
 KX1948
 KX1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE6213892819(NAD 83)
 KX1948_MARKER: DD = SURVEY DISK
 KX1948_SETTING: 0 = UNSPECIFIED SETTING
 KX1948_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX1948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1948
 KX1948  HISTORY     - Date     Condition        Report By
 KX1948  HISTORY     - 1899     MONUMENTED       USGS
 KX1948
 KX1948                          STATION DESCRIPTION
 KX1948
 KX1948'DESCRIBED BY US GEOLOGICAL SURVEY 1899 (AHT)
 KX1948'IN BRUSH VALLEY TOWNSHIP, ON LAND OWNED BY JOHN EVANS, ON HIGHEST PART
 KX1948'OF HILL CLEARED OF TIMBER WITH EXCEPTION OF TWO SMALL CHESTNUT TREES.
 KX1948'
 KX1948'STATION MARK--  STONE POST 36 BY 8 BY 8-IN., SET 33 IN. IN GROUND, IN
 KX1948'CENTER OF TOP OF WHICH IS CEMENTED A STANDARD DISK
 KX1948'MARKED---U S GEOLOGICAL SURVEY-PENNSYLVANIA---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6153 ***********************************************************************
 KV6153  DESIGNATION -  EVANS
 KV6153  PID         -  KV6153
 KV6153  STATE/COUNTY-  PA/CHESTER
 KV6153  USGS QUAD   -  DOWNINGTOWN (1983)
 KV6153
 KV6153                         *CURRENT SURVEY CONTROL
 KV6153  ___________________________________________________________________
 KV6153* NAD 83(1992)-  40 06 38.17828(N)    075 40 35.91535(W)     ADJUSTED  
 KV6153* NAVD 88     -       167.8    (meters)     551.     (feet)  VERTCON   
 KV6153  ___________________________________________________________________
 KV6153  X           -   1,208,496.715 (meters)                     COMP
 KV6153  Y           -  -4,733,059.310 (meters)                     COMP
 KV6153  Z           -   4,087,472.130 (meters)                     COMP
 KV6153  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 KV6153  ELLIP HEIGHT-         133.96  (meters)          (06/21/02) GPS OBS
 KV6153  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KV6153
 KV6153  HORZ ORDER  -  SECOND
 KV6153  ELLP ORDER  -  FOURTH    CLASS I
 KV6153
 KV6153.The horizontal coordinates were established by GPS observations
 KV6153.and adjusted by the National Geodetic Survey in June 2002..
 KV6153
 KV6153.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6153
 KV6153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6153
 KV6153.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6153
 KV6153.The ellipsoidal height was determined by GPS observations
 KV6153.and is referenced to NAD 83.
 KV6153
 KV6153.The geoid height was determined by GEOID03.
 KV6153
 KV6153;                    North         East     Units Scale Factor Converg.
 KV6153;SPC PA S     -    88,378.916   776,745.644   MT  0.99997702   +1 20 42.6
 KV6153;SPC PA S     -   289,956.49  2,548,373.00   sFT  0.99997702   +1 20 42.6
 KV6153;UTM  18      - 4,440,252.797   442,335.010   MT  0.99964093   -0 26 09.4
 KV6153
 KV6153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6153!SPC PA S     -   0.99997899  x   0.99997702  =   0.99995601
 KV6153!UTM  18      -   0.99997899  x   0.99964093  =   0.99961992
 KV6153
 KV6153|---------------------------------------------------------------------|
 KV6153| PID    Reference Object                     Distance      Geod. Az  |
 KV6153|                                                           dddmmss.s |
 KV6153| CS3699 EVANS RM 1                           14.678 METERS 03846     |
 KV6153| CS3773 ST MATTHEWS LUTHERN CHURCH                         1325329.0 |
 KV6153| KV6154 EVANS AZ MK                         APPROX. 1.0 KM 1665402.0 |
 KV6153| CS3700 EVANS RM 2                           11.255 METERS 30320     |
 KV6153|---------------------------------------------------------------------|
 KV6153
 KV6153                          SUPERSEDED SURVEY CONTROL
 KV6153
 KV6153  NAD 83(1996)-  40 06 38.17689(N)    075 40 35.91513(W) AD(       ) 2
 KV6153  NAD 83(1991)-  40 06 38.17454(N)    075 40 35.91785(W) AD(       ) 2
 KV6153  ELLIP H (01/27/92)  134.14   (m)                       GP(       ) 4 1
 KV6153  NAD 83(1986)-  40 06 38.17524(N)    075 40 35.91884(W) AD(       ) 2
 KV6153  NGVD 29 (03/28/90)  168.0    (m)          551.     (f) GPS OBS        
 KV6153
 KV6153.Superseded values are not recommended for survey control.
 KV6153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6153.See file dsdata.txt to determine how the superseded data were derived.
 KV6153
 KV6153_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK4233540253(NAD 83)
 KV6153_MARKER: DH = HORIZONTAL CONTROL DISK
 KV6153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6153_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KV6153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6153+STABILITY: SURFACE MOTION
 KV6153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6153+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2003
 KV6153
 KV6153  HISTORY     - Date     Condition        Report By
 KV6153  HISTORY     - 1985     MONUMENTED       PADT
 KV6153  HISTORY     - 19870315 GOOD             GEOHYD
 KV6153  HISTORY     - 20011203 GOOD             NGS
 KV6153  HISTORY     - 20030329 GOOD             USPSQD
 KV6153
 KV6153                          STATION DESCRIPTION
 KV6153
 KV6153'DESCRIBED BY PA DEPT OF TRANSP 1985 (RBG)
 KV6153'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 KV6153'NORTH-NORTHEAST OF EAGLE,
 KV6153'4.0 KM (2.5 MI) NORTHWEST OF ANSELMA, AND
 KV6153'1.5 KM (0.9 MI) EAST-SOUTHEAST OF LUDWIGS CORNERS, IN UPPER UWCHLAN
 KV6153'TOWNSHIP, CHESTER COUNTY, ON PROPERTY OWNED BY NEWTON EVANS.
 KV6153'OWNERSHIP--NEWTON EVANS JR. RD 2 CHESTER SPRINGS, PA. PHONE
 KV6153'215-458-5222
 KV6153'
 KV6153'TO REACH THE STATION FROM THE POST OFFICE IN EAGLE, GO
 KV6153'NORTH FOR 1.3 KM (0.8 MI) ON STATE HIGHWAY 100 TO FELLOWSHIP ROAD,
 KV6153'TURN RIGHT AND GO NORTHEAST FOR 2.0 KM (1.25 MI) ON FELLOWSHIP ROAD
 KV6153'TO RED BONE ROAD,
 KV6153'CONTINUE STRAIGHT AHEAD AND GO NORTH 0.6 KM (0.4 MI) ON FELLOWSHIP
 KV6153'ROAD TO STATE HIGHWAY 401,
 KV6153'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.24 KM (0.15 MI) ON
 KV6153'FELLOWSHIP ROAD TO A BEND IN THE ROAD AND THE STATION ON THE RIGHT.
 KV6153'
 KV6153'THE STATION IS A STANDARD PADT DISK
 KV6153'STAMPED---EVANS 1985---,
 KV6153'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 KV6153'FLUSH WITH GROUND.
 KV6153'14.05 METERS (46.1 FT) EAST-SOUTHEAST FROM A GUY POLE,
 KV6153'7.99 METERS (26.2 FT) NORTHEAST FROM A POWER POLE NUMBER 10242,
 KV6153'8.53 METERS (28.0 FT) SOUTH-SOUTHEAST FROM A WITNESS POST, AND
 KV6153'4.72 METERS (15.5 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THE ROAD.
 KV6153'THE UNDERGROUND MARK IS A STANDARD PADT DISK
 KV6153'STAMPED---EVANS 1985---,
 KV6153'SET INTO BEDROCK 0.90 METERS BELOW THE SURFACE.
 KV6153'
 KV6153'REFERENCE MARK NO. 1 IS A STANDARD PADT DISK
 KV6153'STAMPED---EVANS NO 1 1985---,
 KV6153'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6153'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6153'22.56 METERS (74.0 FT) SOUTHWEST FROM A POWER POLE NUMBER 10241,
 KV6153'22.65 METERS (74.3 FT) NORTHEAST FROM A POWER POLE NUMBER 10242, AND
 KV6153'3.69 METERS (12.1 FT) SOUTHEAST FROM THE CENTER OF THE ROAD.
 KV6153'MARK IS LEVEL WITH THE STATION.
 KV6153'
 KV6153'REFERENCE MARK NO. 2 IS A STANDARD PADT DISK
 KV6153'STAMPED---EVANS NO 2 1985---,
 KV6153'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6153'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6153'9.02 METERS (29.6 FT) NORTHEAST FROM A GUY POLE,
 KV6153'6.34 METERS (20.8 FT) NORTHWEST FROM THE CENTER OF THE ROAD, AND
 KV6153'3.84 METERS (12.6 FT) WEST FROM THE WITNESS POST.
 KV6153'MARK IS 1.52 METERS ABOVE THE STATION.
 KV6153'
 KV6153'AZIMUTH MARK NO. 1 IS A STANDARD PADT DISK
 KV6153'STAMPED---EVANS 1985---,
 KV6153'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6153'30  CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6153'19.2 METERS (63.0 FT) NORTH-NORTHWEST FROM A POWER POLE NUMBER 39,
 KV6153'3.0 METERS (9.90 FT) NORTH FROM THE CENTER OF THE ROAD, AND
 KV6153'1.50 METERS (4.90 FT) SOUTH-SOUTHWEST FROM A WITNESS POST.
 KV6153'TO REACH THE AZIMUTH FROM THE STATION,
 KV6153'GO SOUTH FOR 0.24 KM (0.15 MI) ON FELLOWSHIP ROAD TO HIGHWAY 401,
 KV6153'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.6 KM (0.4 MI) ON
 KV6153'FELLOWSHIP ROAD TO REDBONE ROAD,
 KV6153'TURN LEFT AND GO SOUTHEAST FOR 0.24 KM (0.15 MI) ON REDBONE ROAD TO
 KV6153'THE AZIMUTH MARK ON THE LEFT.
 KV6153'
 KV6153'DESCRIBED BY R.B. GROSSER.
 KV6153
 KV6153                          STATION RECOVERY (1987)
 KV6153
 KV6153'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1987
 KV6153'RECOVERED IN GOOD CONDITION.
 KV6153
 KV6153                          STATION RECOVERY (2001)
 KV6153
 KV6153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV6153'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV6153
 KV6153                          STATION RECOVERY (2003)
 KV6153
 KV6153'RECOVERY NOTE BY US POWER SQUADRON 2003 (GEA)
 KV6153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6154 ***********************************************************************
 KV6154  DESIGNATION -  EVANS AZ MK
 KV6154  PID         -  KV6154
 KV6154  STATE/COUNTY-  PA/CHESTER
 KV6154  USGS QUAD   -  DOWNINGTOWN (1983)
 KV6154
 KV6154                         *CURRENT SURVEY CONTROL
 KV6154  ___________________________________________________________________
 KV6154* NAD 83(1992)-  40 06 06.13285(N)    075 40 26.20488(W)     ADJUSTED  
 KV6154* NAVD 88     -       137.     (meters)     449.     (feet)  VERTCON   
 KV6154  ___________________________________________________________________
 KV6154  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 KV6154  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KV6154
 KV6154  HORZ ORDER  -  SECOND
 KV6154
 KV6154.The horizontal coordinates were established by classical geodetic methods
 KV6154.and adjusted by the National Geodetic Survey in June 2002..
 KV6154
 KV6154.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6154
 KV6154.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6154
 KV6154.The geoid height was determined by GEOID03.
 KV6154
 KV6154;                    North         East     Units Scale Factor Converg.
 KV6154;SPC PA S     -    87,396.220   776,998.773   MT  0.99997794   +1 20 48.9
 KV6154;SPC PA S     -   286,732.43  2,549,203.47   sFT  0.99997794   +1 20 48.9
 KV6154;UTM  18      - 4,439,263.041   442,557.399   MT  0.99964062   -0 26 02.9
 KV6154
 KV6154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6154!SPC PA S     -   0.99998375  x   0.99997794  =   0.99996169
 KV6154!UTM  18      -   0.99998375  x   0.99964062  =   0.99962437
 KV6154
 KV6154                          SUPERSEDED SURVEY CONTROL
 KV6154
 KV6154  NAD 83(1996)-  40 06 06.13147(N)    075 40 26.20467(W) AD(       ) 2
 KV6154  NAD 83(1991)-  40 06 06.12907(N)    075 40 26.20744(W) AD(       ) 2
 KV6154  NAD 83(1986)-  40 06 06.12984(N)    075 40 26.20814(W) AD(       ) 2
 KV6154  NGVD 29 (03/28/90)  138.     (m)          453.     (f) VERT ANG       
 KV6154
 KV6154.Superseded values are not recommended for survey control.
 KV6154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6154.See file dsdata.txt to determine how the superseded data were derived.
 KV6154
 KV6154_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK4255739263(NAD 83)
 KV6154_MARKER: DZ = AZIMUTH MARK DISK
 KV6154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6154_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KV6154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6154+STABILITY: SURFACE MOTION
 KV6154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6154+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2003
 KV6154
 KV6154  HISTORY     - Date     Condition        Report By
 KV6154  HISTORY     - 1985     MONUMENTED       PADT
 KV6154  HISTORY     - 20011117 GOOD             USPSQD
 KV6154  HISTORY     - 20030329 GOOD             USPSQD
 KV6154
 KV6154                          STATION DESCRIPTION
 KV6154
 KV6154'DESCRIBED BY PA DEPT OF TRANSP 1985 (RBG)
 KV6154'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 KV6154'NORTH-NORTHEAST OF EAGLE,
 KV6154'4.0 KM (2.5 MI) NORTHWEST OF ANSELMA, AND
 KV6154'1.5 KM (0.9 MI) EAST-SOUTHEAST OF LUDWIGS CORNERS, IN UPPER UWCHLAN
 KV6154'TOWNSHIP, CHESTER COUNTY, ON THE NORTH SIDE OF REDBONE ROAD.
 KV6154'OWNERSHIP--TOWNSHIP ROAD RIGHT-OF-WAY
 KV6154'
 KV6154'TO REACH THE STATION FROM THE POST OFFICE IN EAGLE, GO
 KV6154'NORTH FOR 1.3 KM (0.8 MI) ON STATE HIGHWAY 100 TO FELLOWSHIP ROAD,
 KV6154'TURN RIGHT AND GO NORTHEAST FOR 2.0 KM (1.25 MI) ON FELLOWSHIP ROAD
 KV6154'TO REDBONE ROAD,
 KV6154'TURN RIGHT AND GO SOUTHEAST FOR 0.24 KM (0.15 MI) ON REDBONE ROAD
 KV6154'TO THE STATION ON THE LEFT.
 KV6154'
 KV6154'THE STATION IS A STANDARD PADT DISK
 KV6154'STAMPED---EVANS 1985---,
 KV6154'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6154'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6154'19.2 METERS (63.0 FT) NORTH-NORTHWEST FROM A POWER POLE NUMBER 39,
 KV6154'3.00 METERS (9.9 FT) NORTH FROM THE CENTER OF REDBONE ROAD, AND
 KV6154'1.50 METERS (4.90 FT) SOUTH-SOUTHWEST FROM A WITNESS POST.
 KV6154'
 KV6154'DESCRIBED BY R.B. GROSSER.
 KV6154
 KV6154                          STATION RECOVERY (2001)
 KV6154
 KV6154'RECOVERY NOTE BY US POWER SQUADRON 2001
 KV6154'RECOVERED IN GOOD CONDITION.
 KV6154
 KV6154                          STATION RECOVERY (2003)
 KV6154
 KV6154'RECOVERY NOTE BY US POWER SQUADRON 2003 (MWE)
 KV6154'POWER POLE CHANGED, WITNESS POST NOT FOUND. MARKER IS LOCATED 62 FEET
 KV6154'N FROM POWER POLE NO 3839, AND 10.5 FEET N OF CENTER OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2774 ***********************************************************************
 LY2774  DESIGNATION -  EVANS ET
 LY2774  PID         -  LY2774
 LY2774  STATE/COUNTY-  PA/WYOMING
 LY2774  USGS QUAD   -  CENTER MORELAND (1983)
 LY2774
 LY2774                         *CURRENT SURVEY CONTROL
 LY2774  ___________________________________________________________________
 LY2774* NAD 83(1992)-  41 26 32.15160(N)    075 59 47.68970(W)     ADJUSTED  
 LY2774* NAVD 88     -       472.     (meters)    1549.     (feet)  SCALED    
 LY2774  ___________________________________________________________________
 LY2774  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 LY2774  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 LY2774
 LY2774  HORZ ORDER  -  SECOND
 LY2774
 LY2774.The horizontal coordinates were established by classical geodetic methods
 LY2774.and adjusted by the National Geodetic Survey in June 2002..
 LY2774
 LY2774.The orthometric height was scaled from a topographic map.
 LY2774
 LY2774.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2774
 LY2774.The geoid height was determined by GEOID03.
 LY2774
 LY2774;                    North         East     Units Scale Factor Converg.
 LY2774;SPC PA N     -   143,143.297   746,517.448   MT  0.99995693   +1 09 35.8
 LY2774;SPC PA N     -   469,629.30  2,449,199.33   sFT  0.99995693   +1 09 35.8
 LY2774;UTM  18      - 4,588,333.721   416,748.272   MT  0.99968529   -0 39 34.7
 LY2774
 LY2774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2774!SPC PA N     -   0.99993095  x   0.99995693  =   0.99988788
 LY2774!UTM  18      -   0.99993095  x   0.99968529  =   0.99961626
 LY2774
 LY2774|---------------------------------------------------------------------|
 LY2774| PID    Reference Object                     Distance      Geod. Az  |
 LY2774|                                                           dddmmss.s |
 LY2774| CB3269 EVANS ET RM 2                         8.787 METERS 09013     |
 LY2774| LY2772 HARVEY FIRE TOWER                   APPROX. 9.0 KM 1695830.5 |
 LY2774| CB3268 EVANS ET RM 1                         9.943 METERS 27420     |
 LY2774|---------------------------------------------------------------------|
 LY2774
 LY2774                          SUPERSEDED SURVEY CONTROL
 LY2774
 LY2774  NAD 83(1986)-  41 26 32.15148(N)    075 59 47.69079(W) AD(       ) 2
 LY2774  NAD 27      -  41 26 31.87081(N)    075 59 48.96946(W) AD(       ) 2
 LY2774
 LY2774.Superseded values are not recommended for survey control.
 LY2774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2774.See file dsdata.txt to determine how the superseded data were derived.
 LY2774
 LY2774_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL1674888334(NAD 83)
 LY2774_MARKER: Z = SEE DESCRIPTION
 LY2774_SETTING: 0 = UNSPECIFIED SETTING
 LY2774_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY2774+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2003
 LY2774
 LY2774  HISTORY     - Date     Condition        Report By
 LY2774  HISTORY     - 1968     MONUMENTED       USGS
 LY2774  HISTORY     - 20031025 GOOD             INDIV
 LY2774
 LY2774                          STATION DESCRIPTION
 LY2774
 LY2774'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (AIM)
 LY2774'STATION IS LOCATED ABOUT 5.0 MILES NORTH OF DALLAS AND ABOUT 4.0
 LY2774'MILES NORTHEAST OF HARVEYS LAKE.
 LY2774'
 LY2774'TO REACH FROM JUNCTION OF STATE HIGHWAYS 29 AND 309 AT BOWMAN CREEK,
 LY2774'GO SOUTH ON HIGHWAY 309 FOR 0.8 MILE TO GRAVELED ROAD LEFT, TURN
 LY2774'LEFT AND GO 1.5 MILES TO MACADAM ROAD ON LEFT, TURN LEFT ON MACADAM
 LY2774'ROAD FOR 0.25 MILE TO ATT MICROWAVE TOWER AND STATION ON
 LY2774'LEFT.
 LY2774'
 LY2774'THE STATION MARK IS A STANDARD TABLET STAMPED EVANS ET 1968 SET IN
 LY2774'DRILL HOLE IN 6- BY 15-FOOT BOULDER PROJECTING ABOUT 4 FEET.
 LY2774'IT IS 230 FEET NORTHWEST OF, AND ABOUT 35 FEET HIGHER THAN BUILDING
 LY2774'AT FOOT OF TOWER, 126 FEET NORTHWEST OF NORTHEAST TOWER
 LY2774'LEG FOUNDATION, 53.8 FEET WEST OF 10-INCH OAK TREE WITH STANDARD
 LY2774'WITNESS SIGN AND TRIANGULAR BLAZE, 32.4 FEET NORTH OF
 LY2774'14-INCH OAK TREE WITH BLAZE AND 13.6 FEET SOUTH OF 12-INCH OAK TREE
 LY2774'WITH BLAZE.
 LY2774'
 LY2774'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK TABLET STAMPED
 LY2774'EVANS ET 1968 RM 1 SET IN DRILL HOLE IN 7- BY 7-FOOT ROCK OUTCROP
 LY2774'PROJECTING ABOUT 3.5 FEET.  IT IS 30 FEET WEST-SOUTHWEST OF 12-INCH
 LY2774'OAK TREE WITH BLAZE, 29 FEET EAST OF TWIN 10-INCH PAPER BIRCH TREE
 LY2774'AND 7.3 FEET SOUTHWEST OF 10-INCH OAK TREE WITH STANDARD WITNESS
 LY2774'SIGN.
 LY2774'
 LY2774'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK TABLET STAMPED
 LY2774'EVANS ET 1968 RM 2 SET IN ROCK OUTCROP ABOUT 2 FEET ABOVE GROUND.
 LY2774'IT IS 43 FEET WEST OF POINTED ROCK LEDGE ON WEST SIDE OF DITCH, 36
 LY2774'FEET SOUTHEAST OF 12-INCH OAK TREE WITH BLAZE AND 23.2 FEET WEST
 LY2774'OF 10-INCH OAK TREE WITH STANDARD WITNESS SIGN.
 LY2774'
 LY2774'THE AZIMUTH MARK IS THE CENTERLINE OF DALLAS LOOKOUT TOWER ABOUT 3
 LY2774'MILES SOUTH OF STATION AND IT IS VISIBLE FROM GROUND.
 LY2774'
 LY2774'HEIGHT OF LIGHT ABOVE STATION MARK - 5.2 FEET.
 LY2774
 LY2774                          STATION RECOVERY (2003)
 LY2774
 LY2774'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (ZKM)
 LY2774'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LY2774'CONDITION.  THE WITNESS SIGN AND BLAZED TREES WERE NOT FOUND.  THE
 LY2774'AZIMUTH MARK COULD NOT BE OBSERVED FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6155 ***********************************************************************
 KV6155  DESIGNATION -  EVANSBURG
 KV6155  PID         -  KV6155
 KV6155  STATE/COUNTY-  PA/MONTGOMERY
 KV6155  USGS QUAD   -  COLLEGEVILLE (1992)
 KV6155
 KV6155                         *CURRENT SURVEY CONTROL
 KV6155  ___________________________________________________________________
 KV6155* NAD 83(1992)-  40 11 01.06982(N)    075 26 35.64065(W)     ADJUSTED  
 KV6155* NAVD 88     -        52.7    (meters)     173.     (feet)  VERTCON   
 KV6155  ___________________________________________________________________
 KV6155  X           -   1,226,431.859 (meters)                     COMP
 KV6155  Y           -  -4,722,951.429 (meters)                     COMP
 KV6155  Z           -   4,093,596.034 (meters)                     COMP
 KV6155  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 KV6155  ELLIP HEIGHT-          18.75  (meters)          (06/21/02) GPS OBS
 KV6155  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KV6155
 KV6155  HORZ ORDER  -  SECOND
 KV6155  ELLP ORDER  -  FOURTH    CLASS I
 KV6155
 KV6155.The horizontal coordinates were established by GPS observations
 KV6155.and adjusted by the National Geodetic Survey in June 2002..
 KV6155
 KV6155.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6155
 KV6155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6155
 KV6155.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6155
 KV6155.The ellipsoidal height was determined by GPS observations
 KV6155.and is referenced to NAD 83.
 KV6155
 KV6155.The geoid height was determined by GEOID03.
 KV6155
 KV6155;                    North         East     Units Scale Factor Converg.
 KV6155;SPC PA S     -    96,977.927   796,426.842   MT  0.99997030   +1 29 47.8
 KV6155;SPC PA S     -   318,168.42  2,612,943.73   sFT  0.99997030   +1 29 47.8
 KV6155;UTM  18      - 4,448,232.905   462,267.198   MT  0.99961753   -0 17 09.6
 KV6155
 KV6155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6155!SPC PA S     -   0.99999706  x   0.99997030  =   0.99996736
 KV6155!UTM  18      -   0.99999706  x   0.99961753  =   0.99961459
 KV6155
 KV6155|---------------------------------------------------------------------|
 KV6155| PID    Reference Object                     Distance      Geod. Az  |
 KV6155|                                                           dddmmss.s |
 KV6155| CS3701 EVANSBURG RM 1                       15.133 METERS 00329     |
 KV6155| CS3702 EVANSBURG RM 2                       21.032 METERS 09350     |
 KV6155| KV6156 EVANSBURG AZ MK                     APPROX. 0.5 KM 0954510.7 |
 KV6155| KV6206 TRAPPE 7TH AVE WATER TANK           APPROX. 4.1 KM 2880322.9 |
 KV6155|---------------------------------------------------------------------|
 KV6155
 KV6155                          SUPERSEDED SURVEY CONTROL
 KV6155
 KV6155  NAD 83(1996)-  40 11 01.06858(N)    075 26 35.64041(W) AD(       ) 2
 KV6155  NAD 83(1991)-  40 11 01.06522(N)    075 26 35.64366(W) AD(       ) 2
 KV6155  ELLIP H (01/27/92)   18.95   (m)                       GP(       ) 4 1
 KV6155  NAD 83(1986)-  40 11 01.06458(N)    075 26 35.64382(W) AD(       ) 2
 KV6155  NGVD 29 (03/28/90)   53.0    (m)          174.     (f) GPS OBS        
 KV6155
 KV6155.Superseded values are not recommended for survey control.
 KV6155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6155.See file dsdata.txt to determine how the superseded data were derived.
 KV6155
 KV6155_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6226748233(NAD 83)
 KV6155_MARKER: DH = HORIZONTAL CONTROL DISK
 KV6155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6155_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KV6155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6155+STABILITY: SURFACE MOTION
 KV6155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6155+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1987
 KV6155
 KV6155  HISTORY     - Date     Condition        Report By
 KV6155  HISTORY     - 1985     MONUMENTED       PADT
 KV6155  HISTORY     - 19870317 GOOD             GEOHYD
 KV6155
 KV6155                          STATION DESCRIPTION
 KV6155
 KV6155'DESCRIBED BY PA DEPT OF TRANSP 1985 (RBG)
 KV6155'THE STATION IS LOCATED ABOUT 6.0 KM (3.7 MI)
 KV6155'EAST OF ROYERSFORD,
 KV6155'4.5 KM (2.8 MI) NORTHWEST OF TROOPER,
 KV6155'1.0 KM (0.6 MI) NORTHWEST OF EVANSBURG, AND ON THE SOUTHEAST SIDE
 KV6155'OF COLLEGEVILLE, IN LOWER PROVIDENCE TOWNSHIP, MONTGOMERY COUNTY,
 KV6155'AT THE LOWER PERKIOMEN INDIANS LITTLE LEAGUE BASEBALL FIELD.
 KV6155'OWNERSHIP--SUPERIOR TUBE COMPANY, NORRISTOWN, PA. 19404, PHONE
 KV6155'215-489-5200, CONTACT PLANT ENGINEER.
 KV6155'
 KV6155'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT RIDGE PIKE AND LEVEL
 KV6155'ROAD IN EVANSBURG, GO WEST FOR 1.3 KM (0.8 MI) ON RIDGE PIKE TO THE
 KV6155'BASEBALL FIELD AND THE STATION ON THE RIGHT.
 KV6155'
 KV6155'THE STATION IS A STANDARD PADT DISK
 KV6155'STAMPED---EVANSBURG 1985---,
 KV6155'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6155'30 CM IN DIAMETER RECESSED 3 CM BELOW GROUND.  LOCATED
 KV6155'46.39 METERS (152.2 FT) WEST-NORTHWEST FROM A POWER POLE NUMBER
 KV6155'244-64,
 KV6155'11.52 METERS (37.8 FT) EAST-SOUTHEAST FROM A POWER POLE NO NUMBER,
 KV6155'7.92 METERS (26.0 FT) NORTH FROM THE CENTER OF RIDGE PIKE, AND
 KV6155'1.71 METERS (5.6 FT) EAST FROM A WITNESS POST.
 KV6155'THE UNDERGROUND MARK IS A STANDARD PADT DISK
 KV6155'STAMPED---EVANSBURG 1985---,
 KV6155'SET INTO AN IRREGULAR MASS OF CONCRETE 1.10 METERS BELOW THE SURFACE.
 KV6155'
 KV6155'REFERENCE MARK NO. 1 IS A STANDARD PADT DISK
 KV6155'STAMPED---EVANSBURG NO 1 1985---,
 KV6155'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6155'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6155'23.01 METERS (75.5 FT) NORTH FROM THE CENTER OF RIDGE PIKE,
 KV6155'19.14 METERS (62.8 FT) NORTHEAST FROM A POWER POLE NO NUMBER, AND
 KV6155'15.85 METERS (52.0 FT) NORTH FROM A WITNESS POST.
 KV6155'MARK IS LEVEL WITH THE STATION.
 KV6155'
 KV6155'REFERENCE MARK NO. 2 IS A STANDARD PADT DISK
 KV6155'STAMPED---EVANSBURG NO 2 1985---,
 KV6155'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6155'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6155'22.62 METERS (74.2 FT) EAST-SOUTHEAST FROM THE WITNESS POST,
 KV6155'25.30 METERS (83.0 FT) WEST-NORTHWEST FROM A POWER POLE NUMBER
 KV6155'244-64, AND
 KV6155'7.62 METERS (25.0 FT) NORTH FROM THE CENTER OF RIDGE PIKE.
 KV6155'MARK IS LEVEL WITH THE STATION.
 KV6155'
 KV6155'AZIMUTH MARK NO. 1 IS A STANDARD PADT DISK
 KV6155'STAMPED---EVANSBURG 1985---,
 KV6155'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6155'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6155'9.15 METERS (30.0 FT) NORTH-NORTHEAST FROM THE CENTER OF RIDGE PIKE,
 KV6155'3.81 METERS (12.5 FT) WEST-NORTHWEST FROM A 12 INCH DIAMETER OAK
 KV6155'TREE,
 KV6155'6.28 METERS (20.6 FT) SOUTHEAST FROM A POWER POLE NUMBER 687, AND
 KV6155'8.69 METERS (28.5 FT) EAST-SOUTHEAST FROM A 12 INCH DIAMETER OAK
 KV6155'TREE.
 KV6155'TO REACH THE AZIMUTH FROM THE STATION,
 KV6155'GO EAST FOR 0.6 KM (0.35 MI) ON RIDGE PIKE TO THE SUPERIOR TUBE
 KV6155'COMPANY AND THE STATION ON THE LEFT, LOCATED IN THE FRONT LAWN,
 KV6155'OUTSIDE THE WIRE FENCE, AND ON THE NORTHERN SIDE OF RIDGE PIKE.
 KV6155'
 KV6155'DESCRIBED BY R.B. GROSSER.
 KV6155
 KV6155                          STATION RECOVERY (1987)
 KV6155
 KV6155'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1987
 KV6155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6156 ***********************************************************************
 KV6156  DESIGNATION -  EVANSBURG AZ MK
 KV6156  PID         -  KV6156
 KV6156  STATE/COUNTY-  PA/MONTGOMERY
 KV6156  USGS QUAD   -  COLLEGEVILLE (1992)
 KV6156
 KV6156                         *CURRENT SURVEY CONTROL
 KV6156  ___________________________________________________________________
 KV6156* NAD 83(1992)-  40 10 59.30054(N)    075 26 12.75208(W)     ADJUSTED  
 KV6156* NAVD 88     -        61.     (meters)     200.     (feet)  VERTCON   
 KV6156  ___________________________________________________________________
 KV6156  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 KV6156  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KV6156
 KV6156  HORZ ORDER  -  SECOND
 KV6156
 KV6156.The horizontal coordinates were established by classical geodetic methods
 KV6156.and adjusted by the National Geodetic Survey in June 2002..
 KV6156
 KV6156.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6156
 KV6156.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6156
 KV6156.The geoid height was determined by GEOID03.
 KV6156
 KV6156;                    North         East     Units Scale Factor Converg.
 KV6156;SPC PA S     -    96,937.537   796,969.542   MT  0.99997034   +1 30 02.7
 KV6156;SPC PA S     -   318,035.90  2,614,724.24   sFT  0.99997034   +1 30 02.7
 KV6156;UTM  18      - 4,448,175.673   462,808.187   MT  0.99961703   -0 16 54.8
 KV6156
 KV6156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6156!SPC PA S     -   0.99999583  x   0.99997034  =   0.99996617
 KV6156!UTM  18      -   0.99999583  x   0.99961703  =   0.99961286
 KV6156
 KV6156                          SUPERSEDED SURVEY CONTROL
 KV6156
 KV6156  NAD 83(1996)-  40 10 59.29931(N)    075 26 12.75184(W) AD(       ) 2
 KV6156  NAD 83(1991)-  40 10 59.29594(N)    075 26 12.75509(W) AD(       ) 2
 KV6156  NAD 83(1986)-  40 10 59.29558(N)    075 26 12.75521(W) AD(       ) 2
 KV6156  NGVD 29 (03/28/90)   61.     (m)          200.     (f) VERT ANG       
 KV6156
 KV6156.Superseded values are not recommended for survey control.
 KV6156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6156.See file dsdata.txt to determine how the superseded data were derived.
 KV6156
 KV6156_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6280848176(NAD 83)
 KV6156_MARKER: DZ = AZIMUTH MARK DISK
 KV6156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6156_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KV6156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6156+STABILITY: SURFACE MOTION
 KV6156
 KV6156  HISTORY     - Date     Condition        Report By
 KV6156  HISTORY     - 1985     MONUMENTED       PADT
 KV6156
 KV6156                          STATION DESCRIPTION
 KV6156
 KV6156'DESCRIBED BY PA DEPT OF TRANSP 1985 (RBG)
 KV6156'THE STATION IS LOCATED ABOUT 1.0 KM (0.6 MI)
 KV6156'NORTHWEST OF EVANSBURG,
 KV6156'6.0 KM (3.7 MI) EAST OF ROYERSFORD, AND
 KV6156'4.5 KM (2.8 MI) NORTHWEST OF TROOPER, ON THE SOUTHEAST SIDE OF
 KV6156'COLLEGEVILLE, IN LOWER PROVIDENCE TOWNSHIP, MONTGOMERY COUNTY, ON
 KV6156'PROPERTY OF THE SUPERIOR TUBE COMPANY.
 KV6156'OWNERSHIP--SUPERIOR TUBE COMPANY, NORRISTOWN PA. 19404, PHONE
 KV6156'215-489-5200
 KV6156'
 KV6156'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN EVANSBURG AT THE
 KV6156'INTERSECTION OF OLD HIGHWAY 422 (RIDGE PIKE) AND LEVEL ROAD, GO
 KV6156'WEST-NORTHWEST FOR 0.7 KM (0.45 MI) ON OLD HIGHWAY 422 (RIDGE PIKE)
 KV6156'TO SUPERIOR TUBE COMPANY AND THE STATION ON THE LEFT.
 KV6156'
 KV6156'THE STATION IS A STANDARD PADT DISK
 KV6156'STAMPED---EVANSBURG 1985---,
 KV6156'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6156'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6156'9.15 METERS (30.0 FT) NORTH-NORTHEAST FROM THE CENTER OF RIDGE PIKE,
 KV6156'3.81 METERS (12.5 FT) WEST-NORTHWEST FROM A 12 INCH DIAMETER OAK
 KV6156'TREE,
 KV6156'6.28 METERS (20.6 FT) SOUTHEAST FROM A POWER POLE NUMBER 687, AND
 KV6156'8.69 METERS (28.5 FT) EAST-SOUTHEAST FROM A 12 INCH DIAMETER OAK
 KV6156'TREE.
 KV6156'
 KV6156'DESCRIBED BY R.G. ERICH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1415 ***********************************************************************
 JW1415  DESIGNATION -  EVERETT
 JW1415  PID         -  JW1415
 JW1415  STATE/COUNTY-  PA/BEDFORD
 JW1415  USGS QUAD   -  CLEARVILLE (1984)
 JW1415
 JW1415                         *CURRENT SURVEY CONTROL
 JW1415  ___________________________________________________________________
 JW1415* NAD 83(1992)-  39 58 32.10617(N)    078 25 10.50273(W)     ADJUSTED  
 JW1415* NAVD 88     -       686.     (meters)    2251.     (feet)  SCALED    
 JW1415  ___________________________________________________________________
 JW1415  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 JW1415  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 JW1415
 JW1415  HORZ ORDER  -  FIRST
 JW1415
 JW1415.The horizontal coordinates were established by classical geodetic methods
 JW1415.and adjusted by the National Geodetic Survey in June 2002..
 JW1415
 JW1415.The orthometric height was scaled from a topographic map.
 JW1415
 JW1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1415
 JW1415.The geoid height was determined by GEOID03.
 JW1415
 JW1415;                    North         East     Units Scale Factor Converg.
 JW1415;SPC PA S     -    71,529.076   542,802.184   MT  0.99999366   -0 26 03.9
 JW1415;SPC PA S     -   234,674.98  1,780,843.50   sFT  0.99999366   -0 26 03.9
 JW1415;UTM  17      - 4,428,236.502   720,355.104   MT  1.00019780   +1 39 30.5
 JW1415
 JW1415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1415!SPC PA S     -   0.99989760  x   0.99999366  =   0.99989126
 JW1415!UTM  17      -   0.99989760  x   1.00019780  =   1.00009538
 JW1415
 JW1415|---------------------------------------------------------------------|
 JW1415| PID    Reference Object                     Distance      Geod. Az  |
 JW1415|                                                           dddmmss.s |
 JW1415| CJ8116 EVERETT RM 1                         12.758 METERS 00734     |
 JW1415| CJ8117 EVERETT RM 2                         11.289 METERS 19543     |
 JW1415| CJ8118 EVERETT RM 3                         11.257 METERS 19545     |
 JW1415| CJ8115 EVERETT AZ MK RESET                                2832119.9 |
 JW1415| CJ8114 EVERETT AZ MK                                      2832243.1 |
 JW1415|---------------------------------------------------------------------|
 JW1415
 JW1415                          SUPERSEDED SURVEY CONTROL
 JW1415
 JW1415  NAD 83(1995)-  39 58 32.11143(N)    078 25 10.50752(W) AD(       ) 1
 JW1415  NAD 83(1991)-  39 58 32.11351(N)    078 25 10.50890(W) AD(       ) 1
 JW1415  NAD 83(1986)-  39 58 32.11392(N)    078 25 10.51030(W) AD(       ) 1
 JW1415  NAD 27      -  39 58 31.81900(N)    078 25 11.45400(W) AD(       ) 1
 JW1415
 JW1415.Superseded values are not recommended for survey control.
 JW1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1415.See file dsdata.txt to determine how the superseded data were derived.
 JW1415
 JW1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE2035528237(NAD 83)
 JW1415_MARKER: DD = SURVEY DISK
 JW1415_SETTING: 66 = SET IN ROCK OUTCROP
 JW1415
 JW1415  HISTORY     - Date     Condition        Report By
 JW1415  HISTORY     - 1941     MONUMENTED       USGS
 JW1415  HISTORY     - 1958     GOOD             CGS
 JW1415  HISTORY     - 1960     GOOD             CGS
 JW1415
 JW1415                          STATION DESCRIPTION
 JW1415
 JW1415'DESCRIBED BY US GEOLOGICAL SURVEY 1941 (GWL)
 JW1415'THE STATION IS LOCATED ABOUT 3.5 MILES SW OF EVERETT ON A TIMBERED
 JW1415'AND ROCKY KNOB OF TUSSEY MOUNTAIN, ON LAND OWNED BY OSCAR BEEGLE.
 JW1415'IT IS A STANDARD U.S.G.S. BENCH MARK SET FLUSH IN THE SE END OF A
 JW1415'SLOPING ROCK THAT IS ABOUT 16 INCHES BY 2-1/2 FEET AND PROJECTS
 JW1415'ABOUT 8 INCHES.  IT IS 15.5 FEET NE OF A TRIANGULAR BLAZED 5-INCH OAK
 JW1415'TREE WHICH IS ABOUT 12 FEET W FROM THE TOP OF THE RIDGE AND ABOUT 3
 JW1415'FEET LOWER THAN THE TOP OF THE RIDGE.  THERE IS A HIGHER POINT OF
 JW1415'ROCK OUTCROP 25 FEET S OF THE MARK.  MARK IS STAMPED EVERETT
 JW1415'1935.
 JW1415'
 JW1415'REFERENCE MARK NO. 1, A STANDARD DISK AT THE W EDGE OF THE CREST OF
 JW1415'THE RIDGE.  IT IS SET FLUSH IN A 5- BY 3-FOOT ROCK OUTCROP THAT
 JW1415'PROJECTS ABOUT 3 FEET ON THE W SIDE AND IS FLUSH ON THE OTHER SIDES.
 JW1415'IT IS STAMPED EVERETT 1941 NO. 1.
 JW1415'
 JW1415'REFERENCE MARK NO. 2, A STANDARD DISK, IS ON THE E EDGE OF THE CREST
 JW1415'OF THE RIDGE.  IT IS SET IN A 1- BY 3-FOOT BOULDER THAT PROJECTS
 JW1415'ABOUT 18 INCHES.  IT IS STAMPED EVERETT 1941 NO. 2.
 JW1415'
 JW1415'THE AZIMUTH MARK, A STANDARD DISK SET IN CONCRETE, AS DESCRIBED IN
 JW1415'NOTE 11A, IS IN THE NE ANGLE OF A TRIANGLE FORMED BY THREE ROADS,
 JW1415'32 FEET W OF N-S ROAD, 39.6 FEET S OF THE CENTER OF STATE HIGHWAY 917
 JW1415'AND ABOUT 200 FEET W FROM A RED BRICK CHURCH.  IT IS STAMPED
 JW1415'EVERETT 1941 AND PROJECTS ABOUT 8 INCHES.
 JW1415'
 JW1415'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 220 AND 30 IN BEDFORD GO
 JW1415'E ON U.S. HIGHWAY 30 FOR 1.8 MILES TO ITS JUNCTION WITH STATE
 JW1415'HIGHWAY 326, TURN RIGHT ON STATE HIGHWAY 326 AND GO 2.4 MILES TO ITS
 JW1415'JUNCTION WITH STATE HIGHWAY 917 AND THE AZIMUTH MARK.
 JW1415'
 JW1415'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 220 AND 30 IN
 JW1415'BEDFORD GO E ON U.S. HIGHWAY 30 FOR 1.8 MILES TO ITS JUNCTION WITH
 JW1415'STATE HIGHWAY 326, TURN RIGHT ON STATE HIGHWAY 326 AND GO SOUTHERLY
 JW1415'FOR 2.4 MILES TO FORKS AND JUNCTION WITH STATE HIGHWAY 917,
 JW1415'TURN LEFT ON STATE HIGHWAY 917 AND GO 0.6 MILE TO THE POINT WHERE
 JW1415'STATE HIGHWAY 917 TURNS SHARP RIGHT, THEN LEAVE STATE HIGHWAY 917
 JW1415'AND GO STRAIGHT AHEAD EASTERLY ON A DIRT ROAD FOR 0.35 MILE TO A
 JW1415'REVERSE Y, TURN RIGHT DOWN HILL AND ACROSS COVERED BRIDGE AND FOLLOW
 JW1415'MAIN ROAD E AND N FOR 0.6 MILE TO A GATE ON THE RIGHT JUST BEFORE
 JW1415'REACHING HOUSE AND BARN ON RIGHT, TURN RIGHT THROUGH GATE AND FOLLOW
 JW1415'FARM ROAD EASTERLY ALONG FENCE LINE TOWARD THE MOUNTAIN FOR 0.3
 JW1415'MILE TO OLD DILAPIDATED FARM BUILDINGS, TURN LEFT AROUND THE
 JW1415'BUILDINGS ON DIM ROAD UP HILL FOR ABOUT 40 YARDS TO AN OLD GATE,
 JW1415'PASS THROUGH GATE AND GO EASTERLY UP THE FIELD FOR 0.15 MILE TO THE
 JW1415'SE CORNER OF THE FIELD, FROM HERE FOLLOW DIM ROAD UP THE
 JW1415'MOUNTAIN THROUGH TIMBER FOR ABOUT 0.3 MILE TO A FORKS AND A
 JW1415'TRIANGULAR BLAZED 12-INCH OAK TREE ON THE RIGHT, TAKE RIGHT FORK
 JW1415'FOR 0.15 MILE TO THE POINT WHERE IT BEGINS TO DESCEND AT A TRIANGULAR
 JW1415'BLAZED 16-INCH OAK TREE ON THE RIGHT.  THIS IS THE END OF TRUCK
 JW1415'TRAVEL, FROM HERE PACK EASTERLY UP THE MOUNTAIN TO A SMALL SADDLE
 JW1415'OF THE RIDGE, THEN TURN LEFT AND GO ABOUT 200 YARDS TO THE TOP OF A
 JW1415'ROCKY KNOB AND THE STATION.  ABOUT A 20-MINUTE PACK.
 JW1415'
 JW1415'A 28-FOOT TOWER REQUIRED TO SEE ALL LINES.
 JW1415'
 JW1415'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 JW1415
 JW1415                          STATION RECOVERY (1958)
 JW1415
 JW1415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WER)
 JW1415'STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 JW1415'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE
 JW1415'MARK NO. 2 WAS FOUND DESTROYED, BUT THE DRILL HOLE THE MARK WAS SET
 JW1415'IN IS VISIBLE.
 JW1415'
 JW1415'THE AZIMUTH MARK WAS DESTROYED BY THIS PARTY AND A NEW AZIMUTH MARK
 JW1415'WAS ESTABLISHED BY THIS PARTY.
 JW1415'
 JW1415'FOLLOWING IS A NEW TO REACH FOR THE STATION AND A DESCRIPTION FOR THE
 JW1415'AZIMUTH MARK.
 JW1415'
 JW1415'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 220 AND 30 IN
 JW1415'BEDFORD, GO EAST ON U.S. HIGHWAY 30 FOR 1.8 MILES TO ITS JUNCTION
 JW1415'WITH STATE HIGHWAY 326, TURN RIGHT ON STATE HIGHWAY 326 AND GO
 JW1415'SOUTHERLY FOR 2.4 MILES TO FORKS AND JUNCTION WITH STATE HIGHWAY
 JW1415'917, TURN LEFT AND GO EASTERLY ON STATE HIGHWAY 917 FOR 0.05 MILE TO
 JW1415'CROSSROADS AND THE AZIMUTH MARK 150 FEET EAST OF THE CROSSROAD
 JW1415'ON THE NORTH SIDE OF ROAD.  CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY
 JW1415'917 FOR 0.5 MILE TO A POINT WHERE STATE HIGHWAY 917 TURNS SHARP
 JW1415'RIGHT, THEN LEAVE STATE HIGHWAY 917 AND GO STRAIGHT AHEAD,
 JW1415'EASTERLY ON GRAVEL ROAD FOR 0.35 MILE TO A REVERSE Y, TURN RIGHT DOWN
 JW1415'HILL AND ACROSS COVERED BRIDGE AND FOLLOW THE MAIN ROAD EAST AND
 JW1415'NORTH FOR 0.6 MILE TO THE FARM HOME OF MR. FRED BEEGLE ON THE RIGHT,
 JW1415'TURN RIGHT INTO DRIVEWAY AND FOLLOW TRACK ROAD WHICH IS AT THE
 JW1415'EAST SIDE OF MR. BEEGLES HOUSE AND GO EASTERLY ALONG THE NORTH SIDE
 JW1415'OF FENCE FOR 0.2 MILE TO A BOARD GATE, PASS THROUGH GATE AND
 JW1415'CONTINUE EASTERLY ON TRACK ROAD (PASSING TO THE RIGHT OF AN OLD
 JW1415'BARN AND OLD LOG HOUSE) FOR 0.1 MILE TO A POLE GATE, PASS
 JW1415'THROUGH POLE GATE AND GO SOUTHEAST ON DIM TRACK ROAD FOR
 JW1415'APPROXIMATELY 0.05 MILE TO EDGE OF WOODS, TURN SHARP LEFT AND FOLLOW
 JW1415'OLD ROAD THROUGH WOODS FOR APPROXIMATELY 0.4 MILE TO TRIPLE FORKS,
 JW1415'TAKE THE MIDDLE ROAD AND CONTINUE UP HILL FOR APPROXIMATELY 0.15 MILE
 JW1415'TO A FORK, TAKE THE LEFT FORK AND GO APPROXIMATELY 150 YARDS TO A
 JW1415'TRIANGULAR BLAZED 12-INCH TREE ON THE RIGHT AND WHERE THE ROAD BEGINS
 JW1415'TO DESCEND AND THE END OF TRUCK TRAVEL.  FROM HERE PACK EASTERLY UP
 JW1415'MOUNTAIN TO A SMALL SADDLE OF THE RIDGE, THEN TURN LEFT AND GO ABOUT
 JW1415'200 YARDS TO THE TOP OF A ROCKY KNOB AND THE STATION.  (ABOUT A 1
 JW1415'HOUR PACK.)
 JW1415'
 JW1415'AZIMUTH MARK, A STANDARD DISK STAMPED EVERETT 1941 RESET 1958, IS SET
 JW1415'IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 JW1415'GROUND.  IT IS 150 FEET EAST OF THE CENTER OF CROSSROADS, 74.5 FEET
 JW1415'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE MARKS EV.
 JW1415'LUTHERAN CHURCH, 18 FEET NORTH OF THE CENTER OF BLACKTOP ROAD AND 2
 JW1415'FEET EAST-NORTHEAST OF A POWER POLE WITH TRANSFORMER.  (NOTE 16A)
 JW1415'
 JW1415'NOTE- DISTANCE TO REFERENCE MARK NO. 1 IS 42.06 FEET INSTEAD OF 42.60
 JW1415'FEET.
 JW1415
 JW1415                          STATION RECOVERY (1960)
 JW1415
 JW1415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCC)
 JW1415'THE STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 JW1415'CONDITION.  REFERENCE MARK NO. 1 WAS RECOVERED, BUT FOUND TO BE
 JW1415'LOOSE.  IT WAS REINFORCED WITH CONCRETE ON THIS DATE.  REFERENCE MARK
 JW1415'NO 2 HAD BEEN DESTROYED.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 JW1415'FOUND.  A NEW AZIMUTH MARK WAS NOT ESTABLISHED ON THIS DATE.  A
 JW1415'SHORTER MEASUREMENT OF 0.062 METERS AND A DIFFERENCE OF 01 MINUTES
 JW1415'AND 36.0 SECONDS WAS NOTED TO REFERENCE MARK 1.  A REFERENCE MARK NO
 JW1415'3 WAS ESTABLISHED ON THIS DATE.  IT IS A STANDARD USC AND GS
 JW1415'DISK STAMPED EVERETT NO 3 1941.  SET IN A DRILL HOLE IN THE TOP OF
 JW1415'A 2 X 3 FOOT BOULDER PROJECTING ABOUT 6 INCHES ABOVE THE SURFACE OF
 JW1415'THE GROUND.  IT IS 5.9 FEET NORTHEAST OF A 12- INCH TRIANGULAR
 JW1415'BLAZED ASH TREE, IS NEAR THE EAST EDGE OF THE CREST OF THE RIDGE AND
 JW1415'IS ABOUT 2 FEET LOWER THAN THE STATION.  NOTE 12C.
 JW1415'
 JW1415'THE PREVIOUS DESCRIPTION OF THE STATION AND OF THE TO REACH THE
 JW1415'STATION IS ADEQUATE.
 JW1415'
 JW1415'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2813 ***********************************************************************
 KW2813  DESIGNATION -  EVERGREEN
 KW2813  PID         -  KW2813
 KW2813  STATE/COUNTY-  PA/CUMBERLAND
 KW2813  USGS QUAD   -  SHERMANS DALE (1984)
 KW2813
 KW2813                         *CURRENT SURVEY CONTROL
 KW2813  ___________________________________________________________________
 KW2813* NAD 83(1992)-  40 15 31.02389(N)    077 13 45.83006(W)     ADJUSTED  
 KW2813* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 KW2813  ___________________________________________________________________
 KW2813  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 KW2813  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KW2813
 KW2813  HORZ ORDER  -  SECOND
 KW2813
 KW2813.The horizontal coordinates were established by classical geodetic methods
 KW2813.and adjusted by the National Geodetic Survey in June 2002..
 KW2813
 KW2813.The orthometric height was scaled from a topographic map.
 KW2813
 KW2813.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2813
 KW2813.The geoid height was determined by GEOID03.
 KW2813
 KW2813;                    North         East     Units Scale Factor Converg.
 KW2813;SPC PA S     -   102,869.129   644,286.307   MT  0.99996509   +0 20 15.9
 KW2813;SPC PA S     -   337,496.47  2,113,795.99   sFT  0.99996509   +0 20 15.9
 KW2813;UTM  18      - 4,458,846.197   310,411.204   MT  1.00004248   -1 26 28.1
 KW2813
 KW2813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2813!SPC PA S     -   0.99997808  x   0.99996509  =   0.99994317
 KW2813!UTM  18      -   0.99997808  x   1.00004248  =   1.00002056
 KW2813
 KW2813|---------------------------------------------------------------------|
 KW2813| PID    Reference Object                     Distance      Geod. Az  |
 KW2813|                                                           dddmmss.s |
 KW2813| CJ8119 EVERGREEN RM 1                       16.427 METERS 04239     |
 KW2813| KW2812 STERRETT                            APPROX.10.1 KM 0644724.5 |
 KW2813| CJ8120 EVERGREEN RM 2                       17.760 METERS 12415     |
 KW2813| KW2840 CARLISLE C H MASLAND STACK          APPROX. 6.7 KM 1480105.8 |
 KW2813| KW2837 CARLISLE COURTHOUSE                 APPROX. 7.2 KM 1515843.2 |
 KW2813| KW2836 CARLISLE BOROUGH WATER CO TANK      APPROX. 7.9 KM 1571731.3 |
 KW2813| KW2833 CARLISLE TRICKETT HALL CLKTWR       APPROX. 7.1 KM 1572138.8 |
 KW2813| KW2828 CARLISLE GOODYEAR SHOE CO TANK      APPROX. 6.4 KM 1585118.2 |
 KW2813| CJ8121 EVERGREEN RM 3                       31.121 METERS 34159     |
 KW2813|---------------------------------------------------------------------|
 KW2813
 KW2813                          SUPERSEDED SURVEY CONTROL
 KW2813
 KW2813  NAD 83(1986)-  40 15 31.02125(N)    077 13 45.83143(W) AD(       ) 2
 KW2813  NAD 27      -  40 15 30.71000(N)    077 13 46.89300(W) AD(       ) 2
 KW2813
 KW2813.Superseded values are not recommended for survey control.
 KW2813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2813.See file dsdata.txt to determine how the superseded data were derived.
 KW2813
 KW2813_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK1041158846(NAD 83)
 KW2813_MARKER: DS = TRIANGULATION STATION DISK
 KW2813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2813
 KW2813  HISTORY     - Date     Condition        Report By
 KW2813  HISTORY     - 1942     MONUMENTED       CGS
 KW2813  HISTORY     - 1952     GOOD             AMS
 KW2813  HISTORY     - 1961     SEE DESCRIPTION  CGS
 KW2813
 KW2813                          STATION DESCRIPTION
 KW2813
 KW2813'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW2813'THE STATION IS LOCATED ABOUT 4.75 MILES NNW OF CARLISLE, AND 12 MILES
 KW2813'NW OF MECHANICSBURG, ON THE EVERGREEN SCHOOL PROPERTY.  IT IS
 KW2813'34 FEET W OF THE CENTER OF THE MACADAM ROAD, 20 FEET S OF A
 KW2813'TRIANGULAR-BLAZED 6-INCH PINE TREE, AND 99.70 FEET W OF THE NW
 KW2813'CORNER OF THE SCHOOL.  THE DISK IS STAMPED EVERGREEN, 1942 AND
 KW2813'PROJECTS 5 INCHES.
 KW2813'
 KW2813'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 KW2813'SET IN CONCRETE.
 KW2813'
 KW2813'REFERENCE MARK NO. 1 IS NNE OF THE STATION, AND 15 FEET W OF THE
 KW2813'CENTER OF THE MACADAM ROAD, SET IN THE N-S FENCE LINE.  THE DISK IS
 KW2813'STAMPED EVERGREEN NO. 1 1942, AND PROJECTS 4 INCHES.
 KW2813'
 KW2813'REFERENCE MARK NO. 2 IS ENE OF THE STATION, 50 FEET NE OF A
 KW2813'TRIANGULAR-BLAZED 6-INCH PINE TREE, AND 30 FEET W OF THE CENTER
 KW2813'OF THE MACADAM ROAD.  THE DISK IS STAMPED EVERGREEN NO. 2 1942 AND
 KW2813'PROJECTS 5 INCHES.
 KW2813'
 KW2813'TO REACH THE STATION FROM THE CENTER OF CARLISLE, GO N ON U.S.
 KW2813'HIGHWAY 11 AND STATE HIGHWAY 34 FOR 0.2 MILE TO A Y JUST BEFORE
 KW2813'CROSSING RAILROAD TRACKS, TURN LEFT ON STATE HIGHWAY 34 AND GO 1.1
 KW2813'MILES TO A SIDE ROAD LEFT AND SIGN BELLAIR 1 MILE, TURN LEFT AND GO
 KW2813'3.6 MILES TO A SMALL RED BRICK SCHOOLHOUSE ON THE LEFT AND STATION.
 KW2813'
 KW2813'A 64-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 KW2813'
 KW2813'NO SUITABLE AZIMUTH COULD BE ESTABLISHED.
 KW2813
 KW2813                          STATION RECOVERY (1952)
 KW2813
 KW2813'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 KW2813'THE STATION A STANDARD USC AND GS BRONZE TRIANGULATION DISC, SET IN
 KW2813'THE TOP OF A 1 FOOT SQUARE CONCRETE POST, AT THE SITE OF THE
 KW2813'EVERGREEN SCHOOL, WAS RECOVERED IN GOOD CONDITION AS DESCRIBED, WITH
 KW2813'THE FOLLOWING ADDITIONS AND CORRECTIONS-
 KW2813'
 KW2813'THE STATION PROJECTS 5 INCHES.
 KW2813'
 KW2813'REFERENCE MARK NO. 1 IS ENE OF STATION, NORTHEAST OF ROAD IN GOOD
 KW2813'CONDITION.
 KW2813'
 KW2813'REFERENCE MARK NO. 2 IS E OF THE STATION, SOUTHWEST OF THE ROAD IN
 KW2813'GOOD CONDITION.
 KW2813'
 KW2813'THE MARK IS 33-1/2 FEET SW OF, AND PERPENDICULAR TO, THE CENTERLINE
 KW2813'OF ROAD, 99-1/2 FEET N OF NW CORNER OF SCHOOL, 66 FEET NW OF, AND
 KW2813'PERPENDICULAR TO, WOODS LINE.
 KW2813
 KW2813                          STATION RECOVERY (1961)
 KW2813
 KW2813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WER)
 KW2813'DISTANCES TO RMS WERE HORIZONTAL UNDER STANDARD TENSION.
 KW2813'
 KW2813'RM 3 1961 ANGLE TIE ONLY TO RM NO. 1.
 KW2813'
 KW2813'AT THE REQUEST OF THE PROPERTY OWNER THE STATION MARKS WERE LOWERED.
 KW2813'THE DISTANCE TO RM NO. 1 DID NOT AGREE, BUT THE MARK APPEARED
 KW2813'ALRIGHT.  RM 2 WAS GONE, SO RM 3 WAS ESTABLISHED, INITIALING ON RM 1.
 KW2813'
 KW2813'THE STATION IS ABOUT FOUR MILES NORTHWEST OF CARLISLE ON THE
 KW2813'SOUTHWEST SIDE OF LONGS GAP ROAD, ABOUT 0.7 MILE NORTHWEST OF THE
 KW2813'BRICK WAGGONER CHURCH, IN THE FRONT YARD OF STUART GOLDEN ABOUT
 KW2813'MIDWAY BETWEEN THE ONE-STORY FRAME HOUSE AND THE ROAD.  IT IS 99.7
 KW2813'FEET NORTH OF THE NORTH CORNER OF THE OLD BRICK, ABONDONED EVERGREEN
 KW2813'SCHOOL, 54.7 FEET NORTHEAST OF THE NORTH CORNER OF THE CHIMNEY OF
 KW2813'MR. GOLDENS HOUSE AND ABOUT 36 FEET SOUTHWEST OF THE CENTERLINE OF
 KW2813'THE ROAD.
 KW2813'
 KW2813'THE SURFACE MARK IS SET IN A 10-INCH SQUARE CONCRETE POST BURIED
 KW2813'THREE INCHES, THE UNDERGROUND MARK IS SET IN A CONCRETE MASS ABOUT 27
 KW2813'INCHES BELOW.  BOTH MARKS ARE STANDARD DISKS STAMPED EVERGREEN 1942
 KW2813'1961.
 KW2813'
 KW2813'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED EVERGREEN NO. 1 1942,
 KW2813'SET IN A CONCRETE POST PROJECTING 5 INCHES.  IT IS ON THE TOP OF THE
 KW2813'BANK, ABOUT 16 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD.
 KW2813'
 KW2813'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED EVERGREEN NO. 3 1942
 KW2813'1961, SET IN A CONCRETE POST PROJECTING 1 INCH.  IT IS ABOUT 15 FEET
 KW2813'NORTHEAST OF THE CENTERLINE OF THE ROAD AND 3 FEET NORTHWEST OF A
 KW2813'POWER POLE.
 KW2813'
 KW2813'TO REACH THE STATION FROM THE CENTER OF CARLISLE, GO NORTH ON
 KW2813'HIGHWAYS US-11 AND PA-34 TO THEIR Y INTERSECTION AT THE CROSSING
 KW2813'OF THE PENNSYLVANIA RAILROAD.  CONTINUE ON PA-34, CARLISLE SPRINGS
 KW2813'ROAD, FOR 1 MILE TO THE UNDERPASS OF THE PA. TURNPIKE AND THEN
 KW2813'0.1 MILE FURTHER TURN LEFT, WESTWARD, ON LONGS GAP ROAD.  PROCEED FOR
 KW2813'3.0 MILES TO THE BRICK WAGGONER CHURCH ON THE RIGHT.  CONTINUE
 KW2813'0.7 MILES TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1375 ***********************************************************************
 JW1375  DESIGNATION -  EVERTS
 JW1375  PID         -  JW1375
 JW1375  STATE/COUNTY-  PA/FULTON
 JW1375  USGS QUAD   -  NEEDMORE (1984)
 JW1375
 JW1375                         *CURRENT SURVEY CONTROL
 JW1375  ___________________________________________________________________
 JW1375* NAD 83(1992)-  39 47 15.59096(N)    078 12 19.22227(W)     ADJUSTED  
 JW1375* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 JW1375  ___________________________________________________________________
 JW1375  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 JW1375  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JW1375
 JW1375  HORZ ORDER  -  SECOND
 JW1375
 JW1375.The horizontal coordinates were established by classical geodetic methods
 JW1375.and adjusted by the National Geodetic Survey in June 2002..
 JW1375
 JW1375.The orthometric height was scaled from a topographic map.
 JW1375
 JW1375.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1375
 JW1375.The geoid height was determined by GEOID03.
 JW1375
 JW1375;                    North         East     Units Scale Factor Converg.
 JW1375;SPC PA S     -    50,547.304   560,995.793   MT  1.00002597   -0 17 43.5
 JW1375;SPC PA S     -   165,837.28  1,840,533.70   sFT  1.00002597   -0 17 43.5
 JW1375;UTM  17      - 4,407,926.919   739,305.988   MT  1.00030509   +1 47 21.4
 JW1375
 JW1375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1375!SPC PA S     -   0.99996596  x   1.00002597  =   0.99999193
 JW1375!UTM  17      -   0.99996596  x   1.00030509  =   1.00027104
 JW1375
 JW1375|---------------------------------------------------------------------|
 JW1375| PID    Reference Object                     Distance      Geod. Az  |
 JW1375|                                                           dddmmss.s |
 JW1375| CJ8122 EVERTS RM 1                          17.773 METERS 01108     |
 JW1375| JV4747 CROSS MTN WU MICROWAVE MAST         APPROX.19.5 KM 1094050.3 |
 JW1375| JW1388 TONOLOWAY                           APPROX. 6.6 KM 1552823.4 |
 JW1375| JW1394 SIDELING HILL WU STA 17 TWR         APPROX.13.6 KM 2163948.1 |
 JW1375| CJ8123 EVERTS RM 2                          19.109 METERS 24822     |
 JW1375|---------------------------------------------------------------------|
 JW1375
 JW1375                          SUPERSEDED SURVEY CONTROL
 JW1375
 JW1375  NAD 83(1995)-  39 47 15.59282(N)    078 12 19.22148(W) AD(       ) 2
 JW1375  NAD 83(1991)-  39 47 15.59318(N)    078 12 19.22022(W) AD(       ) 2
 JW1375  NAD 83(1986)-  39 47 15.59351(N)    078 12 19.22395(W) AD(       ) 2
 JW1375  NAD 27      -  39 47 15.27130(N)    078 12 20.18820(W) AD(       ) 2
 JW1375
 JW1375.Superseded values are not recommended for survey control.
 JW1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1375.See file dsdata.txt to determine how the superseded data were derived.
 JW1375
 JW1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE3930607927(NAD 83)
 JW1375_MARKER: DS = TRIANGULATION STATION DISK
 JW1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1375
 JW1375  HISTORY     - Date     Condition        Report By
 JW1375  HISTORY     - 1960     MONUMENTED       CGS
 JW1375
 JW1375                          STATION DESCRIPTION
 JW1375
 JW1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 JW1375'STATION IS LOCATED IN A SMALL CLEARED AREA, ON THE WEST SIDE OF A LOW
 JW1375'HILL, ABOUT 5-1/2 MILES SOUTHWEST OF NEEDMORE, 2-1/2
 JW1375'MILES EAST-SOUTHEAST OF DENEEN GAP AND ON LAND THAT IS OWNED BY MR.
 JW1375'S.A. EVERTS.
 JW1375'
 JW1375'STATION IS REACHED FROM U.S. HIGHWAY 522 AND STATE HIGHWAY 76 IN
 JW1375'NEEDMORE.  GO SOUTH ON HIGHWAY 522 FOR 5.1 MILES TO A
 JW1375'ROAD RIGHT.  TURN RIGHT AND FOLLOW A DIRT ROAD FOR 0.26 MILE TO A
 JW1375'BROWN FARM HOUSE ON THE LEFT, CONTINUE STRAIGHT AHEAD,
 JW1375'ON THE DIRT ROAD FOR 0.02 MILE.  TURN LEFT AND FOLLOW A WOODS ROAD
 JW1375'FOR 0.15 MILE TO A FORK, CONTINUE STRAIGHT AHEAD, ON
 JW1375'THE MAIN TRAVELED ROAD FOR 0.08 MILE TO A CLEARED TRAIL LEFT.  TURN
 JW1375'LEFT AND FOLLOW THE TRAIL FOR ABOUT 60 FEET TO A SMALL CLEARED
 JW1375'AREA AND STATION.
 JW1375'
 JW1375'STATION MARK IS A STANDARD DISK, STAMPED EVERTS 1960, SET IN THE TOP
 JW1375'OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 JW1375'GROUND SURFACE.  IT IS 5.2 FEET NORTHWEST OF A STANDARD METAL WITNESS
 JW1375'POST AND 59 FEET EAST OF THE CENTER OF A WOODS ROAD.
 JW1375'
 JW1375'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED EVERTS NO 1 1960,
 JW1375'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS
 JW1375'FLUSH WITH THE GROUND SURFACE.  IT IS 60 FEET NORTH OF THE METAL
 JW1375'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 JW1375'
 JW1375'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED EVERTS NO 2 1960,
 JW1375'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS
 JW1375'FLUSH WITH THE GROUND SURFACE.  IT IS 66 FEET WEST OF THE WITNESS
 JW1375'POST AND ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 JW1375'
 JW1375'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3084 ***********************************************************************
 KY3084  DESIGNATION -  EWING
 KY3084  PID         -  KY3084
 KY3084  STATE/COUNTY-  PA/ALLEGHENY
 KY3084  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY3084
 KY3084                         *CURRENT SURVEY CONTROL
 KY3084  ___________________________________________________________________
 KY3084* NAD 83(1992)-  40 24 34.00805(N)    080 07 06.93209(W)     ADJUSTED  
 KY3084* NAVD 88     -       366.     (meters)    1201.     (feet)  SCALED    
 KY3084  ___________________________________________________________________
 KY3084  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 KY3084  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KY3084
 KY3084  HORZ ORDER  -  THIRD
 KY3084
 KY3084.The horizontal coordinates were established by classical geodetic methods
 KY3084.and adjusted by the National Geodetic Survey in June 2002..
 KY3084
 KY3084.The orthometric height was scaled from a topographic map.
 KY3084
 KY3084.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3084
 KY3084.The geoid height was determined by GEOID03.
 KY3084
 KY3084;                    North         East     Units Scale Factor Converg.
 KY3084;SPC PA S     -   122,182.063   398,982.210   MT  0.99995976   -1 32 12.2
 KY3084;SPC PA S     -   400,858.99  1,308,994.13   sFT  0.99995976   -1 32 12.2
 KY3084;UTM  17      - 4,473,576.315   574,785.883   MT  0.99966884   +0 34 17.0
 KY3084
 KY3084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3084!SPC PA S     -   0.99994792  x   0.99995976  =   0.99990768
 KY3084!UTM  17      -   0.99994792  x   0.99966884  =   0.99961678
 KY3084
 KY3084:                Primary Azimuth Mark                     Grid Az
 KY3084:SPC PA S     -  CARNEGIE NORTH BASE                      097 47 53.7
 KY3084:UTM  17      -  CARNEGIE NORTH BASE                      095 41 24.5
 KY3084
 KY3084|---------------------------------------------------------------------|
 KY3084| PID    Reference Object                     Distance      Geod. Az  |
 KY3084|                                                           dddmmss.s |
 KY3084| KY3082 CARNEGIE NORTH BASE                 APPROX. 3.5 KM 0961541.5 |
 KY3084|---------------------------------------------------------------------|
 KY3084
 KY3084                          SUPERSEDED SURVEY CONTROL
 KY3084
 KY3084  NAD 83(1995)-  40 24 34.00839(N)    080 07 06.93296(W) AD(       ) 3
 KY3084  NAD 83(1986)-  40 24 34.01161(N)    080 07 06.94035(W) AD(       ) 3
 KY3084  NAD 27      -  40 24 33.76571(N)    080 07 07.73651(W) AD(       ) 3
 KY3084
 KY3084.Superseded values are not recommended for survey control.
 KY3084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3084.See file dsdata.txt to determine how the superseded data were derived.
 KY3084
 KY3084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE7478673576(NAD 83)
 KY3084_MARKER: Z = SEE DESCRIPTION
 KY3084_SETTING: 0 = UNSPECIFIED SETTING
 KY3084_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3084
 KY3084  HISTORY     - Date     Condition        Report By
 KY3084  HISTORY     - 1914     MONUMENTED       USGS
 KY3084  HISTORY     - 1987     GOOD             LOCSUR
 KY3084
 KY3084                          STATION DESCRIPTION
 KY3084
 KY3084'DESCRIBED BY US GEOLOGICAL SURVEY 1914 (GTH)
 KY3084'A STATION IN BASE EXPANSION.  ON CLEARED RIDGE 2.0 MI W. OF
 KY3084'CARNEGIE ON LAND OWNED BY MR. EWING, 700 FT SW. OF HIS HOUSE,
 KY3084'OCCUPIED BY A RENTER.
 KY3084'
 KY3084'STATION MARK--  AN IRON BENCH MARK POST SET 3 FEET IN GROUND.
 KY3084
 KY3084                          STATION RECOVERY (1987)
 KY3084
 KY3084'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (DM)
 KY3084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2769 ***********************************************************************
 LY2769  DESIGNATION -  EXETER RESET
 LY2769  PID         -  LY2769
 LY2769  STATE/COUNTY-  PA/LUZERNE
 LY2769  USGS QUAD   -  PITTSTON (1994)
 LY2769
 LY2769                         *CURRENT SURVEY CONTROL
 LY2769  ___________________________________________________________________
 LY2769* NAD 83(1992)-  41 20 54.22626(N)    075 49 36.60677(W)     ADJUSTED  
 LY2769* NAVD 88     -       466.     (meters)    1529.     (feet)  SCALED    
 LY2769  ___________________________________________________________________
 LY2769  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 LY2769  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 LY2769
 LY2769  HORZ ORDER  -  FIRST
 LY2769
 LY2769.The horizontal coordinates were established by classical geodetic methods
 LY2769.and adjusted by the National Geodetic Survey in June 2002..
 LY2769
 LY2769.The orthometric height was scaled from a topographic map.
 LY2769
 LY2769.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2769
 LY2769.The geoid height was determined by GEOID03.
 LY2769
 LY2769;                    North         East     Units Scale Factor Converg.
 LY2769;SPC PA N     -   133,022.227   760,930.760   MT  0.99995756   +1 16 20.1
 LY2769;SPC PA N     -   436,423.76  2,496,487.00   sFT  0.99995756   +1 16 20.1
 LY2769;UTM  18      - 4,577,763.254   430,829.033   MT  0.99965888   -0 32 46.5
 LY2769
 LY2769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2769!SPC PA N     -   0.99993191  x   0.99995756  =   0.99988947
 LY2769!UTM  18      -   0.99993191  x   0.99965888  =   0.99959081
 LY2769
 LY2769:                Primary Azimuth Mark                     Grid Az
 LY2769:SPC PA N     -  BALD 2                                   033 11 17.4
 LY2769:UTM  18      -  BALD 2                                   035 00 24.0
 LY2769
 LY2769|---------------------------------------------------------------------|
 LY2769| PID    Reference Object                     Distance      Geod. Az  |
 LY2769|                                                           dddmmss.s |
 LY2769| LY2765 BALD 2                              APPROX.11.1 KM 0342737.5 |
 LY2769| CB3276 EXETER RM 1                          18.650 METERS 14045     |
 LY2769| CB3277 EXETER RM 2                          15.493 METERS 19850     |
 LY2769| LY2770 WILKES BARRE MUSKIN MFG TANK        APPROX.11.2 KM 1990701.5 |
 LY2769| CB3275 EXETER AZ MK                                       2822142.9 |
 LY2769| CB3278 EXETER RM 3                          12.461 METERS 30555     |
 LY2769|---------------------------------------------------------------------|
 LY2769
 LY2769                          SUPERSEDED SURVEY CONTROL
 LY2769
 LY2769  NAD 83(1986)-  41 20 54.22588(N)    075 49 36.60850(W) AD(       ) 1
 LY2769  NAD 27      -  41 20 53.93700(N)    075 49 37.90700(W) AD(       ) 1
 LY2769
 LY2769.Superseded values are not recommended for survey control.
 LY2769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2769.See file dsdata.txt to determine how the superseded data were derived.
 LY2769
 LY2769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL3082977763(NAD 83)
 LY2769_MARKER: Z = SEE DESCRIPTION
 LY2769_SETTING: 0 = UNSPECIFIED SETTING
 LY2769
 LY2769  HISTORY     - Date     Condition        Report By
 LY2769  HISTORY     - 1934     MONUMENTED       CGS
 LY2769  HISTORY     - 1957     SEE DESCRIPTION  CGS
 LY2769  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LY2769
 LY2769                          STATION DESCRIPTION
 LY2769
 LY2769'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 LY2769'STATION IS LOCATED 2-1/2 MILES NW FROM THE TOWN OF EXETER, ON THE
 LY2769'SUMMIT OF THE FIRST MOUNTAIN NW OF THE TOWN.  IT IS AT THE HIGHEST
 LY2769'POINT OF THE MOUNTAIN 5.0 METERS (16 FEET) E FROM THE CENTER OF THE
 LY2769'EXETER FIRE TOWER, 3.90 METERS (17.8 FEET) E FROM THE E CORNER OF
 LY2769'THE STRUCTURE IN A SMALL CLEARED AREA.
 LY2769'
 LY2769'ALL MARKS ARE STANDARD BRONZE DISKS SET IN BEDROCK FLUSH WITH THE
 LY2769'GROUND.
 LY2769'AZIMUTH MARK IS ABOUT 1-1/2 MILES
 LY2769'W FROM THE STATION, 20 PACES SW FROM ROAD LEADING UP THE MOUNTAIN,
 LY2769'AND 100 PACES SE FROM A LONE HOUSE.
 LY2769'
 LY2769'TO REACH FROM EXETER FROM MAIN AND SCHOOLEY STREETS, GO W ON SCHOOLEY
 LY2769'STREET 2.4 MILES, GO RIGHT, N, 0.4 MILE.  LEAVE TRUCK AND FOLLOW
 LY2769'FOOTPATH 1/2 MILE TO FIRE TOWER AND STATION.
 LY2769'
 LY2769'HEIGHT OF LIGHT ABOVE STATION MARK - 12 METERS.
 LY2769
 LY2769                          STATION RECOVERY (1957)
 LY2769
 LY2769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CTH)
 LY2769'STATION WAS RECOVERED AS DESCRIBED.  THE STATION MARK AND REFERENCE
 LY2769'MARK 2 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 1 HAD BEEN MOVED
 LY2769'ABOUT 2 FEET FROM THE ORIGINAL DESCRIPTION BUT THE DISK WAS STILL
 LY2769'FIRMLY IMBEDED IN THE BOULDER.  (NOTE 11C).  THE LOOKOUT TOWER AT THE
 LY2769'STATION HAS BEEN TORN DOWN LEAVING ONLY THE CONCRETE FOOTINGS AND
 LY2769'PARTS OF THE IRON PIPE LEGS.  THE OLD DESCRIPTION IS ADEQUATE EXCEPT
 LY2769'MAIN STREET IN THE TO REACH IN EXETER IS NOW WYOMING AVENUE.
 LY2769
 LY2769                          STATION RECOVERY (1959)
 LY2769
 LY2769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY2769'THE STATION WAS RECOVERED.  THE STATION MARK HAD BEEN REMOVED BY
 LY2769'VANDALS.  THE DRILL HOLE AND THE DEPRESSION OF THE DISK IN THE
 LY2769'BEDROCK WAS VISIBLE.  A NEW STATION MARK WAS SET HOLDING THE ORIGINAL
 LY2769'POINT.  REFERENCE MARK NO 1 WAS ALSO FOUND DESTROYED.  A REFERENCE
 LY2769'MARK NO 3 WAS ESTABLISHED AT THIS DATE.  REFERENCE MARK NO 2 WAS
 LY2769'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  A LONGER
 LY2769'MEASUREMENT OF 0.033 METERS AND A DIFFERENCE OF 01 MINUTE AND 07.0
 LY2769'SECONDS WAS NOTED IN THE DIRECTION TO REFERENCE MARK NO 2.  THE
 LY2769'AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  THE MARK APPARENTLY HAS
 LY2769'BEEN DESTROYED.  A NEW AZIMUTH MARK WAS NOT ESTABLISHED AS THERE WAS
 LY2769'NO SUITABLE PLACE FOR A MARK WITHOUT CONSIDERABLE CLEARING FOR
 LY2769'ONE TO SEE FROM A GROUND SETUP.  THE EXETER FIRE TOWER HAS BLOWN
 LY2769'DOWN.  THE CONCRETE FOUNDATION OF THE STRUCTURE REMAINS.
 LY2769'
 LY2769'THE TO REACH WAS FOUND OBSOLETE.  A NEW TO REACH AND A COMPLETE
 LY2769'DESCRIPTION FOLLOWS-
 LY2769'
 LY2769'THE STATION IS LOCATED ABOUT 6 MILES NORTH-NORTHEAST OF WILKES BARRE,
 LY2769'ABOUT 2-1/2 MILES NORTHWEST OF EXETER, ON THE SUMMIT OF THE
 LY2769'FIRST MOUNTAIN NORTHWEST OF EXETER.  IT IS 17.8 FEET EAST OF THE
 LY2769'NORTHEAST CORNER OF FIRE TOWER FOUNDATION AND 14.7 FEET
 LY2769'SOUTH-SOUTHWEST OF A 12-INCH OAK TREE WITH A TRIANGULAR BLAZE, AND IS
 LY2769'ON THE HIGHEST POINT OF THE MOUNTAIN.
 LY2769'
 LY2769'TO REACH THE STATION FROM THE INTERSECTION OF WYOMING AVENUE AND
 LY2769'SCHOOLEY STREET IN EXETER, GO WEST ON SCHOOLEY STREET FOR 0.97 MILE
 LY2769'TO A CROSSROAD, CONTINUE STRAIGHT AHEAD ON A NARROW BLACKTOP ROAD FOR
 LY2769'0.15 MILE TO A FORK AND POWERLINE POLE NO. X139.
 LY2769'NOTE- FROM THIS POINT.  A 4-WHEEL DRIVE VEHICLE IS
 LY2769'REQUIRED.
 LY2769'TAKE THE RIGHT FORK, A GRAVELED MINING ROAD, AND GO 0.05 MILE TO A
 LY2769'SMALL GREEN HOUSE ON THE LEFT, BEAR RIGHT ON THE MINING, SWITCH
 LY2769'BACK ROAD FOR 0.17 MILE TO A COAL CHUTE ON THE LEFT AND THE END OF
 LY2769'THE MINING ROAD.  CONTINUE UPHILL ON A DEEPLY RUTTED DIRT ROAD FOR
 LY2769'0.78 MILE TO A FOUR-POINT WOODS ROAD INTERSECTION.  CONTINUE STRAIGHT
 LY2769'AHEAD UPHILL FOR 0.22 MILE TO A DIM FORK.  TAKE THE LEFT FORK AND GO
 LY2769'0.3 MILE ON THE DIM WOODS ROAD TO A FORK AND A TRIANGULAR BLAZED OAK
 LY2769'TREE.  TAKE THE RIGHT FORK AND GO 0.25 MILE TO THE TOP OF THE
 LY2769'MOUNTAIN, THE FOUNDATION OF THE FIRE TOWER AND THE STATION AS
 LY2769'DESCRIBED.
 LY2769'
 LY2769'THE STATION MARK, A STANDARD DISK STAMPED EXETER 1934 1959, IS
 LY2769'CEMENTED IN A DRILL HOLE IN TOP OF BEDROCK WHICH IS FLUSH WITH THE
 LY2769'SURFACE OF THE GROUND.  NOTE 2.
 LY2769'
 LY2769'REFERENCE MARK 2, A STANDARD DISK STAMPED EXETER NO 2 1934, IS
 LY2769'CEMENTED IN A DRILL HOLE IN TOP OF BEDROCK WHICH IS FLUSH WITH
 LY2769'THE SURFACE OF THE GROUND AND ABOUT 4 FEET LOWER THAN THE STATION.
 LY2769'IT IS LOCATED AT THE NORTH EDGE OF THE TIMBER AND JUST SOUTH OF
 LY2769'THE ROAD TO THE STATION.  NOTE 12A.
 LY2769'
 LY2769'REFERENCE MARK 3, A STANDARD DISK STAMPED EXETER NO 3 1934 1959, IS
 LY2769'CEMENTED IN A DRILL HOLE IN TOP OF BEDROCK WHICH IS FLUSH WITH THE
 LY2769'SURFACE OF THE GROUND AND IS ABOUT 2 FEET LOWER THAN THE STATION.  IT
 LY2769'IS 35 FEET WEST OF A 12-INCH OAK TREE WITH A TRIANGULAR BLAZE.
 LY2769'NOTE 12 A.
 LY2769'
 LY2769'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1694 ***********************************************************************
 LZ1694  DESIGNATION -  EXPANSION
 LZ1694  PID         -  LZ1694
 LZ1694  STATE/COUNTY-  PA/TIOGA
 LZ1694  USGS QUAD   -  KNOXVILLE (1969)
 LZ1694
 LZ1694                         *CURRENT SURVEY CONTROL
 LZ1694  ___________________________________________________________________
 LZ1694* NAD 83(1992)-  41 57 23.26681(N)    077 22 44.15971(W)     ADJUSTED  
 LZ1694* NAVD 88     -       550.     (meters)    1804.     (feet)  SCALED    
 LZ1694  ___________________________________________________________________
 LZ1694  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 LZ1694  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LZ1694
 LZ1694  HORZ ORDER  -  FIRST
 LZ1694
 LZ1694.The horizontal coordinates were established by classical geodetic methods
 LZ1694.and adjusted by the National Geodetic Survey in June 2002..
 LZ1694
 LZ1694.The orthometric height was scaled from a topographic map.
 LZ1694
 LZ1694.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1694
 LZ1694.The geoid height was determined by GEOID03.
 LZ1694
 LZ1694;                    North         East     Units Scale Factor Converg.
 LZ1694;SPC PA N     -   198,835.173   630,764.048   MT  1.00000106   +0 14 43.7
 LZ1694;SPC PA N     -   652,345.06  2,069,431.71   sFT  1.00000106   +0 14 43.7
 LZ1694;SPC NY C     -   217,564.661   184,042.922   MT  0.99999101   -0 31 54.9
 LZ1694;SPC NY C     -   713,793.39    603,814.15   sFT  0.99999101   -0 31 54.9
 LZ1694;UTM  18      - 4,647,679.667   302,842.057   MT  1.00007833   -1 35 27.5
 LZ1694
 LZ1694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1694!SPC PA N     -   0.99991881  x   1.00000106  =   0.99991987
 LZ1694!SPC NY C     -   0.99991881  x   0.99999101  =   0.99990982
 LZ1694!UTM  18      -   0.99991881  x   1.00007833  =   0.99999713
 LZ1694
 LZ1694|---------------------------------------------------------------------|
 LZ1694| PID    Reference Object                     Distance      Geod. Az  |
 LZ1694|                                                           dddmmss.s |
 LZ1694| CJ8126 EXPANSION RM 1                       51.200 METERS 20509     |
 LZ1694| LZ1697 KNOX                                APPROX. 4.5 KM 2855734.9 |
 LZ1694| CJ8127 EXPANSION RM 2                      106.900 METERS 35523     |
 LZ1694|---------------------------------------------------------------------|
 LZ1694
 LZ1694                          SUPERSEDED SURVEY CONTROL
 LZ1694
 LZ1694  NAD 83(1996)-  41 57 23.26535(N)    077 22 44.15992(W) AD(       ) 1
 LZ1694  NAD 83(1986)-  41 57 23.26749(N)    077 22 44.15639(W) AD(       ) 1
 LZ1694  NAD 27      -  41 57 23.00758(N)    077 22 45.21925(W) AD(       ) 1
 LZ1694
 LZ1694.Superseded values are not recommended for survey control.
 LZ1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1694.See file dsdata.txt to determine how the superseded data were derived.
 LZ1694
 LZ1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM0284247680(NAD 83)
 LZ1694_MARKER: Z = SEE DESCRIPTION
 LZ1694_SETTING: 0 = UNSPECIFIED SETTING
 LZ1694
 LZ1694  HISTORY     - Date     Condition        Report By
 LZ1694  HISTORY     - 1929     MONUMENTED       CGS
 LZ1694
 LZ1694                          STATION DESCRIPTION
 LZ1694
 LZ1694'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 LZ1694'STATION IS ABOUT 3 MILES E OF KNOXVILLE, PENNSYLVANIA, ON LAND OWNED
 LZ1694'BY THE MISSES LEWIS WHO LIVES IN OSCEOLA.  STATION IS ON
 LZ1694'HIGH POINT OF EXTREME N END OF RIDGE ABOUT 1 MILE N OF THE RESIDENCE
 LZ1694'OF MR. F. J. DOAN.  THIS RIDGE STARTS ABOUT 1/4 MILE E OF MR. DOANS
 LZ1694'HOME AND THE STATION IS ON THE EXTREME N END OF THE RIDGE, 2 METERS E
 LZ1694'OF A FENCE LINE WHICH DIVIDES A CLEARING ON THE W AND A TIMBERED
 LZ1694'SECTION ON THE E.  IT IS 29.2 METERS SW OF AN 18-INCH OAK TREE IN
 LZ1694'THE FENCE LINE AT A POINT WHERE THE FENCE BEARS TO THE NE.
 LZ1694'
 LZ1694'SURFACE MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN A
 LZ1694'BOULDER PROTRUDING ABOUT 1 FOOT ABOVE THE SURFACE OF THE
 LZ1694'GROUND.  SUBSURFACE MARK IS A STANDARD BRONZE DISK SET IN FLAT ROCK 2
 LZ1694'FEET BELOW THE SURFACE OF THE GROUND.
 LZ1694'
 LZ1694'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A ROCK OUTCROP
 LZ1694'S OF THE STATION, AND 4.1 METERS E OF THE FENCE LINE.
 LZ1694'
 LZ1694'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK IN OUTCROPPING BEDROCK
 LZ1694'AS DESCRIBED IN NOTE 12A.  IT IS NW OF STATION, 5.5 METERS W OF
 LZ1694'FENCE LINE RUNNING ALONG W SIDE OF CLEARING.
 LZ1694'
 LZ1694'HEIGHT OF SIGNAL ABOVE STATION MARK 2.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6157 ***********************************************************************
 KV6157  DESIGNATION -  EXTON
 KV6157  PID         -  KV6157
 KV6157  STATE/COUNTY-  PA/CHESTER
 KV6157  USGS QUAD   -  MALVERN (1983)
 KV6157
 KV6157                         *CURRENT SURVEY CONTROL
 KV6157  ___________________________________________________________________
 KV6157* NAD 83(1992)-  40 02 13.68426(N)    075 35 52.40613(W)     ADJUSTED  
 KV6157* NAVD 88     -       105.8    (meters)     347.     (feet)  VERTCON   
 KV6157  ___________________________________________________________________
 KV6157  X           -   1,216,295.673 (meters)                     COMP
 KV6157  Y           -  -4,736,434.947 (meters)                     COMP
 KV6157  Z           -   4,081,189.800 (meters)                     COMP
 KV6157  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 KV6157  ELLIP HEIGHT-          72.30  (meters)          (06/21/02) GPS OBS
 KV6157  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 KV6157
 KV6157  HORZ ORDER  -  SECOND
 KV6157  ELLP ORDER  -  FOURTH    CLASS I
 KV6157
 KV6157.The horizontal coordinates were established by GPS observations
 KV6157.and adjusted by the National Geodetic Survey in June 2002..
 KV6157
 KV6157.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6157
 KV6157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6157
 KV6157.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6157
 KV6157.The ellipsoidal height was determined by GPS observations
 KV6157.and is referenced to NAD 83.
 KV6157
 KV6157.The geoid height was determined by GEOID03.
 KV6157
 KV6157;                    North         East     Units Scale Factor Converg.
 KV6157;SPC PA S     -    80,384.220   783,656.471   MT  0.99998539   +1 23 46.6
 KV6157;SPC PA S     -   263,727.23  2,571,046.27   sFT  0.99998539   +1 23 46.6
 KV6157;UTM  18      - 4,432,050.007   448,991.734   MT  0.99963203   -0 23 04.6
 KV6157
 KV6157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6157!SPC PA S     -   0.99998866  x   0.99998539  =   0.99997405
 KV6157!UTM  18      -   0.99998866  x   0.99963203  =   0.99962069
 KV6157
 KV6157|---------------------------------------------------------------------|
 KV6157| PID    Reference Object                     Distance      Geod. Az  |
 KV6157|                                                           dddmmss.s |
 KV6157| CS3704 EXTON RM 1                           17.081 METERS 06126     |
 KV6157| CS3706 FOOTE MINERAL CO TANK                              0711743.6 |
 KV6157| KV3814 EXTON IMMACULATA COLL DOME          APPROX. 2.6 KM 1085015.2 |
 KV6157| CS3774 ST PAULS CHURCH SPIRE                              1242324.6 |
 KV6157| KV6158 EXTON AZ MK                         APPROX. 0.6 KM 1785626.6 |
 KV6157| KV6147 BACTON HILL ATT MICROWAVE           APPROX. 2.0 KM 3264720.2 |
 KV6157| CS3705 EXTON RM 2                           22.850 METERS 32728     |
 KV6157| KV6166 LAURA LEE COMMUNICATIONS TOWER      APPROX. 2.4 KM 3594713.6 |
 KV6157|---------------------------------------------------------------------|
 KV6157
 KV6157                          SUPERSEDED SURVEY CONTROL
 KV6157
 KV6157  NAD 83(1996)-  40 02 13.68289(N)    075 35 52.40592(W) AD(       ) 2
 KV6157  NAD 83(1991)-  40 02 13.68052(N)    075 35 52.40856(W) AD(       ) 2
 KV6157  ELLIP H (01/27/92)   72.47   (m)                       GP(       ) 4 1
 KV6157  NAD 83(1986)-  40 02 13.68120(N)    075 35 52.41052(W) AD(       ) 2
 KV6157  NGVD 29 (03/28/90)  106.1    (m)          348.     (f) GPS OBS        
 KV6157
 KV6157.Superseded values are not recommended for survey control.
 KV6157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6157.See file dsdata.txt to determine how the superseded data were derived.
 KV6157
 KV6157_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK4899232050(NAD 83)
 KV6157_MARKER: DH = HORIZONTAL CONTROL DISK
 KV6157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6157_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KV6157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6157+STABILITY: SURFACE MOTION
 KV6157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6157+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2004
 KV6157
 KV6157  HISTORY     - Date     Condition        Report By
 KV6157  HISTORY     - 1985     MONUMENTED       PADT
 KV6157  HISTORY     - 19870312 GOOD             GEOHYD
 KV6157  HISTORY     - 19971122 GOOD             USPSQD
 KV6157  HISTORY     - 19991001 GOOD             PADT
 KV6157  HISTORY     - 20011203 GOOD             NGS
 KV6157  HISTORY     - 20040509 GOOD             GEOCAC
 KV6157
 KV6157                          STATION DESCRIPTION
 KV6157
 KV6157'DESCRIBED BY PA DEPT OF TRANSP 1985 (RBG)
 KV6157'THE STATION IS LOCATED ABOUT 5.5 KM (3.4 MI)
 KV6157'SOUTH-SOUTHEAST OF CHESTER SPRINGS,
 KV6157'3.0 KM (1.8 MI) NORTHWEST OF STATION IMMACULATA, AND
 KV6157'3.0 KM (1.8 MI) EAST-NORTHEAST OF EXTON, IN WEST WHITELAND
 KV6157'TOWNSHIP, CHESTER COUNTY, ON PROPERTY OF THE CHURCH FARMS SCHOOL.
 KV6157'OWNERSHIP--CHURCH FARMS SCHOOL, BOX S, PAOLI, PA. 19301, PHONE
 KV6157'215-363-7500, CONTACT CHARLES W. JUNIOR, HEADMASTER.
 KV6157'
 KV6157'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND
 KV6157'STATE HIGHWAY 100, IN EXTON, GO EAST FOR 1.6 KM (1.0 MI) ON HIGHWAY
 KV6157'30 TO SHIP ROAD,
 KV6157'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 1.0 KM (0.65 MI) ON HIGHWAY
 KV6157'30 TO THE AZIMUTH MARK ON THE LEFT,
 KV6157'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.16 KM (0.1 MI) ON HIGHWAY
 KV6157'30 TO THE CHURCH FARMS SCHOOL AND A MACADAM ROAD TO THE LEFT,
 KV6157'TURN LEFT AND GO NORTH FOR 0.6 KM (0.4 MI) ON THE MACADAM ROAD TO A
 KV6157'RAILROAD CROSSING AND THE STATION ON THE RIGHT.
 KV6157'
 KV6157'THE STATION IS A STANDARD PADT DISK
 KV6157'STAMPED---EXTON 1985---,
 KV6157'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6157'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6157'8.54 METERS (28.0 FT) EAST-NORTHEAST FROM THE CENTER OF THE MACADAM
 KV6157'ROAD,
 KV6157'14.94 METERS (49.0 FT) EAST-NORTHEAST FROM A POWER POLE NUMBER
 KV6157'90344,
 KV6157'5.79 METERS (19.0 FT) NORTH FROM THE CENTER OF THE RAILROAD TRACKS,
 KV6157'AND
 KV6157'1.07 METERS (3.5 FT) EAST-NORTHEAST FROM A WITNESS POST.
 KV6157'THE UNDERGROUND MARK IS A STANDARD PADT DISK
 KV6157'STAMPED---EXTON 1985---,
 KV6157'SET INTO AN IRREGULAR MASS OF CONCRETE 1.16 METERS BELOW THE SURFACE.
 KV6157'
 KV6157'REFERENCE MARK NO. 1 IS A STANDARD PADT DISK
 KV6157'STAMPED---EXTON NO 1 1985---,
 KV6157'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6157'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6157'25.60 METERS (84.0 FT) EAST-NORTHEAST FROM THE CENTER OF THE
 KV6157'MACADAM ROAD, AND
 KV6157'6.55 METERS (21.5 FT) NORTH FROM THE CENTER OF THE RAILROAD TRACKS.
 KV6157'MARK IS LEVEL WITH THE STATION.
 KV6157'
 KV6157'REFERENCE MARK NO. 2 IS A STANDARD PADT DISK
 KV6157'STAMPED---EXTON NO 2 1985---,
 KV6157'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6157'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6157'28.65 METERS (94.0 FT) NORTH-NORTHWEST FROM THE CENTER OF THE
 KV6157'RAILROAD TRACKS,
 KV6157'4.27 METERS (14.0 FT) EAST-NORTHEAST FROM THE CENTER OF THE MACADAM
 KV6157'ROAD, AND
 KV6157'25.75 METERS (84.5 FT) NORTH FROM A POWER POLE NUMBER 90344.
 KV6157'MARK IS 0.61 METERS ABOVE THE STATION.
 KV6157'
 KV6157'AZIMUTH MARK NO. 1 IS A STANDARD PADT DISK
 KV6157'STAMPED---EXTON 1985---,
 KV6157'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6157'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6157'4.42 METERS (14.5 FT) NORTH FROM THE NORTH EDGE OF HIGHWAY 30,
 KV6157'3.81 METERS (12.5 FT) SOUTHWEST FROM A POWER POLE NUMBER 6690, AND
 KV6157'1.07 METERS (3.5 FT) NORTH FROM A WITNESS POST.
 KV6157'TO REACH THE AZIMUTH FROM THE STATION,
 KV6157'GO SOUTH FOR 0.6 KM (0.4 MI) ON THE MACADAM ROAD TO HIGHWAY 30,
 KV6157'TURN RIGHT AND GO WEST FOR 0.16 KM (0.1 MI) ON HIGHWAY 30 TO A
 KV6157'POWER LINE CROSSING THE HIGHWAY AND THE AZIMUTH MARK ON THE RIGHT.
 KV6157'
 KV6157'DESCRIBED BY R.B. GROSSER.
 KV6157
 KV6157                          STATION RECOVERY (1987)
 KV6157
 KV6157'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1987
 KV6157'RECOVERED IN GOOD CONDITION.
 KV6157
 KV6157                          STATION RECOVERY (1997)
 KV6157
 KV6157'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV6157'RECOVERED IN GOOD CONDITION.
 KV6157
 KV6157                          STATION RECOVERY (1999)
 KV6157
 KV6157'RECOVERY NOTE BY PA DEPT OF TRANSP 1999
 KV6157'RECOVERED IN GOOD CONDITION.
 KV6157
 KV6157                          STATION RECOVERY (2001)
 KV6157
 KV6157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV6157'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV6157
 KV6157                          STATION RECOVERY (2004)
 KV6157
 KV6157'RECOVERY NOTE BY GEOCACHING 2004
 KV6157'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6158 ***********************************************************************
 KV6158  DESIGNATION -  EXTON AZ MK
 KV6158  PID         -  KV6158
 KV6158  STATE/COUNTY-  PA/CHESTER
 KV6158  USGS QUAD   -  MALVERN (1983)
 KV6158
 KV6158                         *CURRENT SURVEY CONTROL
 KV6158  ___________________________________________________________________
 KV6158* NAD 83(1992)-  40 01 53.21187(N)    075 35 51.91371(W)     ADJUSTED  
 KV6158* NAVD 88     -       116.     (meters)     381.     (feet)  VERTCON   
 KV6158  ___________________________________________________________________
 KV6158  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 KV6158  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 KV6158
 KV6158  HORZ ORDER  -  SECOND
 KV6158
 KV6158.The horizontal coordinates were established by classical geodetic methods
 KV6158.and adjusted by the National Geodetic Survey in June 2002..
 KV6158
 KV6158.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6158
 KV6158.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6158
 KV6158.The geoid height was determined by GEOID03.
 KV6158
 KV6158;                    North         East     Units Scale Factor Converg.
 KV6158;SPC PA S     -    79,753.268   783,683.528   MT  0.99998611   +1 23 46.9
 KV6158;SPC PA S     -   261,657.18  2,571,135.04   sFT  0.99998611   +1 23 46.9
 KV6158;UTM  18      - 4,431,418.742   448,999.167   MT  0.99963202   -0 23 04.2
 KV6158
 KV6158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6158!SPC PA S     -   0.99998705  x   0.99998611  =   0.99997316
 KV6158!UTM  18      -   0.99998705  x   0.99963202  =   0.99961908
 KV6158
 KV6158                          SUPERSEDED SURVEY CONTROL
 KV6158
 KV6158  NAD 83(1996)-  40 01 53.21050(N)    075 35 51.91348(W) AD(       ) 2
 KV6158  NAD 83(1991)-  40 01 53.20815(N)    075 35 51.91611(W) AD(       ) 2
 KV6158  NAD 83(1986)-  40 01 53.20883(N)    075 35 51.91785(W) AD(       ) 2
 KV6158  NGVD 29 (03/28/90)  116.     (m)          381.     (f) VERT ANG       
 KV6158
 KV6158.Superseded values are not recommended for survey control.
 KV6158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6158.See file dsdata.txt to determine how the superseded data were derived.
 KV6158
 KV6158_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK4899931419(NAD 83)
 KV6158_MARKER: DZ = AZIMUTH MARK DISK
 KV6158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6158_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KV6158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6158+STABILITY: SURFACE MOTION
 KV6158
 KV6158  HISTORY     - Date     Condition        Report By
 KV6158  HISTORY     - 1985     MONUMENTED       PADT
 KV6158  HISTORY     - 19971122 POOR             USPSQD
 KV6158  HISTORY     - 20011203 GOOD             NGS
 KV6158
 KV6158                          STATION DESCRIPTION
 KV6158
 KV6158'DESCRIBED BY PA DEPT OF TRANSP 1985 (RBG)
 KV6158'THE STATION IS LOCATED ABOUT 5.5 KM (3.4 MI)
 KV6158'SOUTH-SOUTHEAST OF CHESTER SPRINGS,
 KV6158'3.0 KM (1.8 MI) NORTHWEST OF STATION IMMACULATA, AND
 KV6158'3.0 KM (1.8 MI) EAST-NORTHEAST OF EXTON, IN WEST WHITELAND
 KV6158'TOWNSHIP, CHESTER COUNTY, ON THE NORTH SIDE OF HIGHWAY 30 AT A
 KV6158'PHILADELPHIA ELECTRIC COMPANY POWER LINE.
 KV6158'OWNERSHIP--PADT-PHELCO RIGHT-OF-WAY
 KV6158'
 KV6158'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30 AND
 KV6158'STATE HIGHWAY 100 IN EXTON, GO EAST FOR 1.6 KM (1.0 MI) ON HIGHWAY
 KV6158'30 TO SHIP ROAD,
 KV6158'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 1.0 KM (0.65 MI) ON HIGHWAY
 KV6158'30 TO A POWER LINE CROSSING THE HIGHWAY AND THE STATION ON THE LEFT.
 KV6158'
 KV6158'THE STATION IS A STANDARD PADT DISK
 KV6158'STAMPED---EXTON 1985---,
 KV6158'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6158'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6158'4.42 METERS (14.5 FT) NORTH FROM THE NORTH EDGE OF HIGHWAY 30,
 KV6158'3.81 METERS (12.5 FT) SOUTHWEST FROM A POWER POLE 6690, AND
 KV6158'1.07 METERS (3.5 FT) NORTH FROM A WITNESS POST.
 KV6158'
 KV6158'DESCRIBED BY R.B. GROSSER.
 KV6158
 KV6158                          STATION RECOVERY (1997)
 KV6158
 KV6158'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV6158'MARK RECOVERED IN POOR CONDITION.
 KV6158
 KV6158                          STATION RECOVERY (2001)
 KV6158
 KV6158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV6158'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3814 ***********************************************************************
 KV3814  DESIGNATION -  EXTON IMMACULATA COLL DOME
 KV3814  PID         -  KV3814
 KV3814  STATE/COUNTY-  PA/CHESTER
 KV3814  USGS QUAD   -  MALVERN (1983)
 KV3814
 KV3814                         *CURRENT SURVEY CONTROL
 KV3814  ___________________________________________________________________
 KV3814* NAD 83(1992)-  40 01 46.44214(N)    075 34 08.58172(W)     ADJUSTED  
 KV3814* NAVD 88     -                                                        
 KV3814  ___________________________________________________________________
 KV3814  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 KV3814  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 KV3814
 KV3814  HORZ ORDER  -  THIRD
 KV3814
 KV3814.The horizontal coordinates were established by classical geodetic methods
 KV3814.and adjusted by the National Geodetic Survey in June 2002..
 KV3814
 KV3814
 KV3814.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3814
 KV3814.The geoid height was determined by GEOID03.
 KV3814
 KV3814;                    North         East     Units Scale Factor Converg.
 KV3814;SPC PA S     -    79,604.634   786,137.876   MT  0.99998635   +1 24 53.9
 KV3814;SPC PA S     -   261,169.54  2,579,187.35   sFT  0.99998635   +1 24 53.9
 KV3814;UTM  18      - 4,431,193.985   451,446.839   MT  0.99962902   -0 21 57.6
 KV3814
 KV3814                          SUPERSEDED SURVEY CONTROL
 KV3814
 KV3814  NAD 83(1996)-  40 01 46.44094(N)    075 34 08.58156(W) AD(       ) 4
 KV3814  NAD 83(1991)-  40 01 46.43840(N)    075 34 08.58411(W) AD(       ) 4
 KV3814  NAD 83(1986)-  40 01 46.43360(N)    075 34 08.59544(W) AD(       ) 4
 KV3814  NAD 27      -  40 01 46.03359(N)    075 34 09.83669(W) AD(       ) 3
 KV3814
 KV3814.Superseded values are not recommended for survey control.
 KV3814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3814.See file dsdata.txt to determine how the superseded data were derived.
 KV3814
 KV3814_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK5144731194(NAD 83)
 KV3814_MARKER: 87 = DOME
 KV3814
 KV3814  HISTORY     - Date     Condition        Report By
 KV3814  HISTORY     - 1974     FIRST OBSERVED   NGS
 KV3814  HISTORY     - 1985     GOOD             PADT
 KV3814  HISTORY     - 19971122 GOOD             USPSQD
 KV3814  HISTORY     - 19991120 GOOD             USPSQD
 KV3814  HISTORY     - 20011117 GOOD             USPSQD
 KV3814
 KV3814                          STATION DESCRIPTION
 KV3814
 KV3814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 KV3814'THE EXTON, IMMACULATA COLLEGE DOME STATUE IS LOCATED ON THE GROUNDS
 KV3814'AT THE NORTHEAST EDGE OF THE IMMACULATA COLLEGE, ATOP THE VILLA
 KV3814'MARIA BUILDING.  THE POINT INTERSECTED WAS THE CENTER OF THE BASE OF
 KV3814'THE STATUE.  THE HEIGHT OF THE STATUE IS APPROXIMATELY 140 FEET.
 KV3814
 KV3814                          STATION RECOVERY (1985)
 KV3814
 KV3814'RECOVERY NOTE BY PA DEPT OF TRANSP 1985 (BIW)
 KV3814'THE STATION WAS RECOVERED AT THIS DATE.
 KV3814'THE STATION WAS IN GOOD CONDITION.
 KV3814'
 KV3814'DESCRIBED BY B.I. WILLIAMS.
 KV3814
 KV3814                          STATION RECOVERY (1997)
 KV3814
 KV3814'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV3814'RECOVERED IN GOOD CONDITION.
 KV3814
 KV3814                          STATION RECOVERY (1999)
 KV3814
 KV3814'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV3814'RECOVERED IN GOOD CONDITION.
 KV3814
 KV3814                          STATION RECOVERY (2001)
 KV3814
 KV3814'RECOVERY NOTE BY US POWER SQUADRON 2001
 KV3814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1940 ***********************************************************************
 LZ1940  DESIGNATION -  EYERS
 LZ1940  PID         -  LZ1940
 LZ1940  STATE/COUNTY-  PA/COLUMBIA
 LZ1940  USGS QUAD   -  MILLVILLE (1983)
 LZ1940
 LZ1940                         *CURRENT SURVEY CONTROL
 LZ1940  ___________________________________________________________________
 LZ1940* NAD 83(1992)-  41 05 53.70138(N)    076 30 36.24037(W)     ADJUSTED  
 LZ1940* NAVD 88     -       357.     (meters)    1171.     (feet)  SCALED    
 LZ1940  ___________________________________________________________________
 LZ1940  LAPLACE CORR-           3.89  (seconds)                    DEFLEC99
 LZ1940  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 LZ1940
 LZ1940  HORZ ORDER  -  FIRST
 LZ1940
 LZ1940.The horizontal coordinates were established by classical geodetic methods
 LZ1940.and adjusted by the National Geodetic Survey in June 2002..
 LZ1940
 LZ1940.The orthometric height was scaled from a topographic map.
 LZ1940
 LZ1940.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1940
 LZ1940.The geoid height was determined by GEOID03.
 LZ1940
 LZ1940;                    North         East     Units Scale Factor Converg.
 LZ1940;SPC PA N     -   104,201.304   704,160.499   MT  0.99997227   +0 49 13.0
 LZ1940;SPC PA N     -   341,867.11  2,310,233.24   sFT  0.99997227   +0 49 13.0
 LZ1940;UTM  18      - 4,550,762.523   373,187.823   MT  0.99979792   -0 59 34.0
 LZ1940
 LZ1940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1940!SPC PA N     -   0.99994916  x   0.99997227  =   0.99992143
 LZ1940!UTM  18      -   0.99994916  x   0.99979792  =   0.99974709
 LZ1940
 LZ1940:                Primary Azimuth Mark                     Grid Az
 LZ1940:SPC PA N     -  BLOOMSBURG RAD STA WCNR TOWER            137 46 10.6
 LZ1940:UTM  18      -  BLOOMSBURG RAD STA WCNR TOWER            139 34 57.6
 LZ1940
 LZ1940|---------------------------------------------------------------------|
 LZ1940| PID    Reference Object                     Distance      Geod. Az  |
 LZ1940|                                                           dddmmss.s |
 LZ1940| LZ1904 BLOOMSBURG RAD STA WCNR TOWER       APPROX.11.4 KM 1383523.6 |
 LZ1940| KW2999 BLOOMSBURG MAGEE CARPET STACK       APPROX.12.2 KM 1594310.2 |
 LZ1940| KW2998 BLOOMSBURG MAGEE CARPET TANK        APPROX.12.2 KM 1602728.2 |
 LZ1940| KW3001 BLOOMSBURG RAD STA WHLM S MAST      APPROX.11.8 KM 1702403.7 |
 LZ1940| KW3000 BLOOMSBURG RAD STA WHLM N MAST      APPROX.11.4 KM 1714321.4 |
 LZ1940| LZ1941 EYERS ET 1968 AZ MK USGS            APPROX. 0.8 KM 1732042.0 |
 LZ1940| KW3003 BLOOMSBURG RAD STA WHLM W MAST      APPROX.11.5 KM 1742356.3 |
 LZ1940| KW3146 DANVILLE RADIO SERVICE MAST         APPROX.12.7 KM 1935933.0 |
 LZ1940| CB3283 EYERS RM 1                           53.797 METERS 25604     |
 LZ1940| CB3284 EYERS RM 2                           50.350 METERS 32957     |
 LZ1940|---------------------------------------------------------------------|
 LZ1940
 LZ1940                          SUPERSEDED SURVEY CONTROL
 LZ1940
 LZ1940  NAD 83(1986)-  41 05 53.70068(N)    076 30 36.23709(W) AD(       ) 1
 LZ1940  NAD 27      -  41 05 53.38401(N)    076 30 37.42110(W) AD(       ) 1
 LZ1940
 LZ1940.Superseded values are not recommended for survey control.
 LZ1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1940.See file dsdata.txt to determine how the superseded data were derived.
 LZ1940
 LZ1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL7318850763(NAD 83)
 LZ1940_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1940
 LZ1940  HISTORY     - Date     Condition        Report By
 LZ1940  HISTORY     - 1958     MONUMENTED       CGS
 LZ1940  HISTORY     - 1968     SEE DESCRIPTION  USGS
 LZ1940  HISTORY     - 1973     SEE DESCRIPTION  NGS
 LZ1940
 LZ1940                          STATION DESCRIPTION
 LZ1940
 LZ1940'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ1940'THE STATION IS APPROXIMATELY 0.8 MILE NORTHEAST OF EYERS CORNERS, 0.8
 LZ1940'MILE EAST OF LITTLE FISHING CREEK IN THE SOUTHWEST CORNER OF
 LZ1940'GREENWOOD TOWNSHIP ON THE HIGHEST PART OF CULTIVATED FIELD ON THE
 LZ1940'PROPERTY OF MR. RAYMOND HOWER.
 LZ1940'
 LZ1940'TO REACH FROM THE POST OFFICE IN MILLVILLE, GO SOUTH ON STATE HIGHWAY
 LZ1940'42 FOR 0.6 MILE TO PAVED SIDE ROAD LEFT, KEEP LEFT AND GO 0.3 MILE TO
 LZ1940'CROSSROADS, CONTINUE STRAIGHT AHEAD ON DIRT ROAD FOR 1.4 MILES TO
 LZ1940'FORKS, TAKE RIGHT FORK FOR ABOUT 150 FEET TO CROSSROADS, TURN
 LZ1940'RIGHT, UPHILL AND GO 0.3 MILE TO SIDE ROAD RIGHT * TURN RIGHT AND GO
 LZ1940'0.1 MILE TO HOUSE ON LEFT (PROPERTY OWNER), CONTINUE STRAIGHT
 LZ1940'AHEAD, UPHILL FOR 0.2 MILE TO SHARP LEFT TURN IN FIELD ROAD, TURN
 LZ1940'LEFT AND GO 0.1 MILE TO WOODS LINE, TURN RIGHT AND FOLLOW WOODS
 LZ1940'LINE NORTH FOR 0.1 MILE AND THE STATION ON THE RIGHT NEAR THE SUMMIT
 LZ1940'OF CULTIVATED FIELD.
 LZ1940'
 LZ1940'STATION MARKS ARE STANDARD DISKS STAMPED EYERS 1958.  THE SURFACE
 LZ1940'DISK IS SET IN A ROUND CONCRETE POST 14 INCHES BELOW THE SURFACE OF
 LZ1940'THE GROUND.  IT IS 169.50 FEET EAST OF A TRIANGULAR BLAZE ON A 10
 LZ1940'INCH PINE TREE, 138 FEET EAST-SOUTHEAST OF A TRIANGULAR BLAZE ON AN 8
 LZ1940'INCH TREE AND 141.30 FEET SOUTH-SOUTHEAST OF A TRIANGULAR BLAZE ON A
 LZ1940'10 INCH TREE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 LZ1940'OF CONCRETE 30 INCHES BELOW THE SURFACE OF THE GROUND.
 LZ1940'
 LZ1940'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED EYERS NO 1 1958, IS SET
 LZ1940'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES. IT IS 32 FEET
 LZ1940'SOUTH OF A TRIANGULAR BLAZE ON A 10 INCH TREE AND 1 FOOT
 LZ1940'EAST-NORTHEAST OF OLD FENCE LINE.
 LZ1940'
 LZ1940'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED EYERS NO 2 1958, IS SET
 LZ1940'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES. IT IS 66 FEET
 LZ1940'NORTHWEST OF A TRIANGULAR BLAZE ON A 10 INCH TREE AND 6 INCHES
 LZ1940'EAST-NORTHEAST OF OLD FENCE LINE.
 LZ1940'
 LZ1940'AZIMUTH MARK IS A STANDARD DISK STAMPED EYERS 1958, SET IN A SQUARE
 LZ1940'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 1 FOOT NORTH OF FENCE
 LZ1940'LINE, 6 FEET WEST OF SOUTH GATE POST, 20 FEET SOUTHWEST OF NORTH GATE
 LZ1940'POST AND 16-1/2 FEET WEST OF CENTER OF DIRT ROAD.  A STANDARD WITNESS
 LZ1940'POST WAS SET 1-1/2 FEET EAST OF THE MARK.
 LZ1940'
 LZ1940'*TO REACH THE AZIMUTH MARK GO SOUTHWEST ON DIRT ROAD FOR 0.1 MILE TO
 LZ1940'FORKS, KEEP RIGHT FORK AND GO 0.1 MILE TO THE MARK ON THE RIGHT IN
 LZ1940'FENCE CORNER.
 LZ1940
 LZ1940                          STATION RECOVERY (1968)
 LZ1940
 LZ1940'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (AIM)
 LZ1940'ALL MARKS FOUND AS DESCRIBED.
 LZ1940'
 LZ1940'HEIGHT OF LIGHT ABOVE STATION MARK- 5.0 FEET
 LZ1940
 LZ1940                          STATION RECOVERY (1973)
 LZ1940
 LZ1940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 LZ1940'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 LZ1940'AS DESCRIBED IN THE 1958 DESCRIPTION.  THIS STATION WAS RECOVERED IN
 LZ1940'CONJUNCTION WITH THE GEOCEIVER SITE THEREFOR IT WAS NOT OCCUPIED AT
 LZ1940'THIS DATE.
 LZ1940'
 LZ1940'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES NORTHWEST
 LZ1940'OF MILLVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1941 ***********************************************************************
 LZ1941  DESIGNATION -  EYERS ET 1968 AZ MK USGS
 LZ1941  PID         -  LZ1941
 LZ1941  STATE/COUNTY-  PA/COLUMBIA
 LZ1941  USGS QUAD   -  MILLVILLE (1983)
 LZ1941
 LZ1941                         *CURRENT SURVEY CONTROL
 LZ1941  ___________________________________________________________________
 LZ1941* NAD 83(1992)-  41 05 28.36720(N)    076 30 32.33327(W)     ADJUSTED  
 LZ1941* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 LZ1941  ___________________________________________________________________
 LZ1941  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 LZ1941  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 LZ1941
 LZ1941  HORZ ORDER  -  SECOND
 LZ1941
 LZ1941.The horizontal coordinates were established by classical geodetic methods
 LZ1941.and adjusted by the National Geodetic Survey in June 2002..
 LZ1941
 LZ1941.The orthometric height was scaled from a topographic map.
 LZ1941
 LZ1941.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1941
 LZ1941.The geoid height was determined by GEOID03.
 LZ1941
 LZ1941;                    North         East     Units Scale Factor Converg.
 LZ1941;SPC PA N     -   103,421.182   704,262.861   MT  0.99997296   +0 49 15.5
 LZ1941;SPC PA N     -   339,307.66  2,310,569.07   sFT  0.99997296   +0 49 15.5
 LZ1941;UTM  18      - 4,549,979.690   373,265.440   MT  0.99979768   -0 59 30.9
 LZ1941
 LZ1941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1941!SPC PA N     -   0.99995591  x   0.99997296  =   0.99992887
 LZ1941!UTM  18      -   0.99995591  x   0.99979768  =   0.99975359
 LZ1941
 LZ1941                          SUPERSEDED SURVEY CONTROL
 LZ1941
 LZ1941  NAD 83(1986)-  41 05 28.36647(N)    076 30 32.33001(W) AD(       ) 2
 LZ1941  NAD 27      -  41 05 28.04954(N)    076 30 33.51429(W) AD(       ) 2
 LZ1941
 LZ1941.Superseded values are not recommended for survey control.
 LZ1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1941.See file dsdata.txt to determine how the superseded data were derived.
 LZ1941
 LZ1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL7326549980(NAD 83)
 LZ1941
 LZ1941  HISTORY     - Date     Condition        Report By
 LZ1941  HISTORY     - 1968     MONUMENTED       USGS
 LZ1941
 LZ1941                          STATION DESCRIPTION
 LZ1941
 LZ1941'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 LZ1941'SEE STATION EYERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1828 ***********************************************************************
 KV1828  DESIGNATION -  F 1
 KV1828  PID         -  KV1828
 KV1828  STATE/COUNTY-  PA/PHILADELPHIA
 KV1828  USGS QUAD   -  GERMANTOWN (1997)
 KV1828
 KV1828                         *CURRENT SURVEY CONTROL
 KV1828  ___________________________________________________________________
 KV1828* NAD 83(1986)-  40 00 58.     (N)    075 12 38.     (W)     SCALED    
 KV1828* NAVD 88     -        26.839  (meters)      88.05   (feet)  ADJUSTED  
 KV1828  ___________________________________________________________________
 KV1828  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KV1828  DYNAMIC HT  -          26.827 (meters)      88.01  (feet)  COMP
 KV1828  MODELED GRAV-     980,165.6   (mgal)                       NAVD 88
 KV1828
 KV1828  VERT ORDER  -  FIRST     CLASS I
 KV1828
 KV1828.The horizontal coordinates were scaled from a topographic map and have
 KV1828.an estimated accuracy of +/- 6 seconds.
 KV1828
 KV1828.The orthometric height was determined by differential leveling
 KV1828.and adjusted by the National Geodetic Survey in June 1991..
 KV1828
 KV1828.The geoid height was determined by GEOID03.
 KV1828
 KV1828.The dynamic height is computed by dividing the NAVD 88
 KV1828.geopotential number by the normal gravity value computed on the
 KV1828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1828.degrees latitude (g = 980.6199 gals.).
 KV1828
 KV1828.The modeled gravity was interpolated from observed gravity values.
 KV1828
 KV1828;                    North         East    Units  Estimated Accuracy
 KV1828;SPC PA S     -    78,930.      816,770.      MT  (+/- 180 meters Scaled)
 KV1828
 KV1828                          SUPERSEDED SURVEY CONTROL
 KV1828
 KV1828  NGVD 29 (??/??/??)   27.166  (m)           89.13   (f) ADJUSTED    1 1
 KV1828
 KV1828.Superseded values are not recommended for survey control.
 KV1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1828.See file dsdata.txt to determine how the superseded data were derived.
 KV1828
 KV1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK820295(NAD 83)
 KV1828_MARKER: DB = BENCH MARK DISK
 KV1828_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1828_SP_SET: RETAINING WALL
 KV1828_STAMPING: F 1 1929 89.127
 KV1828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1828
 KV1828  HISTORY     - Date     Condition        Report By
 KV1828  HISTORY     - 1929     MONUMENTED       CGS
 KV1828  HISTORY     - 1966     GOOD             CGS
 KV1828
 KV1828                          STATION DESCRIPTION
 KV1828
 KV1828'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV1828'AT WISSAHICKON.
 KV1828'AT WISSAHICKON, ON THE READING COMPANY RAILROAD, 120 FEET WEST
 KV1828'OF THE WEST CORNER OF THE STATION, OR ABOUT 1.0 MILE NORTHWEST
 KV1828'ALONG THE READING COMPNAY RAILROAD FROM THE STATION AT EAST
 KV1828'FALLS, OR ABOUT 1.1 MILES SOUTHEAST ALONG THE READING COMPANY
 KV1828'RAILROAD FROM THE STATION AT MANAYUNK, 56 FEET SOUTHWEST OF THE
 KV1828'SOUTHWEST RAIL OF THE SOUTHWEST SET OF MAIN TRACKS, SET IN THE
 KV1828'TOP OF THE CONCRETE RETAINING WALL WHICH BEARS A 5-FOOT METAL
 KV1828'PICKET FENCE AND IS BETWEEN THE TRACKS AND RIDGE AVENUE, 32
 KV1828'FEET NORTHEAST OF THE CENTER LINE OF RIDGE AVENUE, 22 FEET
 KV1828'SOUTHEAST OF THE CENTER LINE OF THE ENTRANCE ROAD TO THE
 KV1828'STATION, ABOUT LEVEL WITH THE TRACKS AND ABOUT 4 FEET ABOVE
 KV1828'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0771 ***********************************************************************
 JU0771  DESIGNATION -  F 10 1931
 JU0771  PID         -  JU0771
 JU0771  STATE/COUNTY-  PA/DELAWARE
 JU0771  USGS QUAD   -  BRIDGEPORT (1995)
 JU0771
 JU0771                         *CURRENT SURVEY CONTROL
 JU0771  ___________________________________________________________________
 JU0771* NAD 83(1986)-  39 51 10.     (N)    075 20 54.     (W)     SCALED    
 JU0771* NAVD 88     -         6.824  (meters)      22.39   (feet)  ADJUSTED  
 JU0771  ___________________________________________________________________
 JU0771  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU0771  DYNAMIC HT  -           6.821 (meters)      22.38  (feet)  COMP
 JU0771  MODELED GRAV-     980,171.8   (mgal)                       NAVD 88
 JU0771
 JU0771  VERT ORDER  -  FIRST     CLASS II
 JU0771
 JU0771.The horizontal coordinates were scaled from a topographic map and have
 JU0771.an estimated accuracy of +/- 6 seconds.
 JU0771
 JU0771.The orthometric height was determined by differential leveling
 JU0771.and adjusted by the National Geodetic Survey in June 1991..
 JU0771.WARNING-Repeat measurements at this control monument indicate possible
 JU0771.vertical movement.
 JU0771
 JU0771.The geoid height was determined by GEOID03.
 JU0771
 JU0771.The dynamic height is computed by dividing the NAVD 88
 JU0771.geopotential number by the normal gravity value computed on the
 JU0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0771.degrees latitude (g = 980.6199 gals.).
 JU0771
 JU0771.The modeled gravity was interpolated from observed gravity values.
 JU0771
 JU0771;                    North         East    Units  Estimated Accuracy
 JU0771;SPC PA S     -    60,470.      805,510.      MT  (+/- 180 meters Scaled)
 JU0771
 JU0771                          SUPERSEDED SURVEY CONTROL
 JU0771
 JU0771  NGVD 29 (01/10/92)    7.116  (m)           23.35   (f) ADJUSTED    1 2
 JU0771
 JU0771.Superseded values are not recommended for survey control.
 JU0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0771.See file dsdata.txt to determine how the superseded data were derived.
 JU0771
 JU0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK702114(NAD 83)
 JU0771_MARKER: DB = BENCH MARK DISK
 JU0771_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0771_SP_SET: WALL
 JU0771_STAMPING: 23.579 F 10 1931
 JU0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0771
 JU0771  HISTORY     - Date     Condition        Report By
 JU0771  HISTORY     - 1931     MONUMENTED       CGS
 JU0771  HISTORY     - 1963     GOOD             CGS
 JU0771  HISTORY     - 1979     GOOD             NGS
 JU0771
 JU0771                          STATION DESCRIPTION
 JU0771
 JU0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0771'AT CHESTER.
 JU0771'AT CHESTER, ABOUT 0.15 MILE SOUTHWEST ALONG THE READING RAILWAY
 JU0771'FROM THE BRIDGE OVER RIDLEY CREEK, ABOUT 0.45 MILE SOUTHWEST
 JU0771'ALONG THE READING RAILWAY FROM THE FREIGHT STATION AT EDDYSTONE,
 JU0771'AT A RAILROAD OVERPASS OVER A STREET, AT THE EAST CORNER OF THE
 JU0771'OVERPASS, SET ON TOP OF THE NORTHEAST END OF THE SOUTHEAST
 JU0771'CONCRETE RETAINING WALL, AND ABOUT 1/2 FOOT BELOW LEVEL OF TRACK.
 JU0771
 JU0771                          STATION RECOVERY (1979)
 JU0771
 JU0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0473 ***********************************************************************
 JW0473  DESIGNATION -  F 100
 JW0473  PID         -  JW0473
 JW0473  STATE/COUNTY-  PA/BEDFORD
 JW0473  USGS QUAD   -  BUFFALO MILLS (1977)
 JW0473
 JW0473                         *CURRENT SURVEY CONTROL
 JW0473  ___________________________________________________________________
 JW0473* NAD 83(1986)-  39 55 16.     (N)    078 39 36.     (W)     SCALED    
 JW0473* NAVD 88     -       382.943  (meters)    1256.37   (feet)  POSTED    
 JW0473  ___________________________________________________________________
 JW0473  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 JW0473  DYNAMIC HT  -         382.720 (meters)    1255.64  (feet)  COMP
 JW0473  MODELED GRAV-     980,030.8   (mgal)                       NAVD 88
 JW0473
 JW0473  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JW0473
 JW0473.The horizontal coordinates were scaled from a topographic map and have
 JW0473.an estimated accuracy of +/- 6 seconds.
 JW0473
 JW0473.The orthometric height was determined by differential leveling
 JW0473.and adjusted by the National Geodetic Survey in 1992..
 JW0473.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JW0473.rate of 0.0 thru 1.0 mm/km.
 JW0473
 JW0473.The geoid height was determined by GEOID03.
 JW0473
 JW0473.The dynamic height is computed by dividing the NAVD 88
 JW0473.geopotential number by the normal gravity value computed on the
 JW0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0473.degrees latitude (g = 980.6199 gals.).
 JW0473
 JW0473.The modeled gravity was interpolated from observed gravity values.
 JW0473
 JW0473;                    North         East    Units  Estimated Accuracy
 JW0473;SPC PA S     -    65,670.      522,200.      MT  (+/- 180 meters Scaled)
 JW0473
 JW0473                          SUPERSEDED SURVEY CONTROL
 JW0473
 JW0473  NGVD 29 (??/??/92)  383.110  (m)         1256.92   (f) ADJ UNCH    2 0
 JW0473
 JW0473.Superseded values are not recommended for survey control.
 JW0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0473.See file dsdata.txt to determine how the superseded data were derived.
 JW0473
 JW0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE999216(NAD 83)
 JW0473_MARKER: DB = BENCH MARK DISK
 JW0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0473_STAMPING: F 100 1935
 JW0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0473+STABILITY: SURFACE MOTION
 JW0473
 JW0473  HISTORY     - Date     Condition        Report By
 JW0473  HISTORY     - 1935     MONUMENTED       CGS
 JW0473
 JW0473                          STATION DESCRIPTION
 JW0473
 JW0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0473'8 MI N FROM HYNDMAN.
 JW0473'ABOUT 8.0 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JW0473'STATION AT HYNDMAN, BEDFORD COUNTY, ABOUT 327 FEET NORTH OF
 JW0473'MILEPOST 61, ABOUT 68 FEET EAST OF THE CENTER LINE OF A COUNTY
 JW0473'ROAD, 30 FEET EAST OF THE CENTER LINE OF THE TRACK, AND 19 FEET
 JW0473'SOUTHWEST OF A RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK,
 JW0473'STAMPED F 100 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1512 ***********************************************************************
 JV1512  DESIGNATION -  F 101
 JV1512  PID         -  JV1512
 JV1512  STATE/COUNTY-  PA/YORK
 JV1512  USGS QUAD   -  WEST YORK (1973)
 JV1512
 JV1512                         *CURRENT SURVEY CONTROL
 JV1512  ___________________________________________________________________
 JV1512* NAD 83(1986)-  39 54 27.     (N)    076 45 08.     (W)     SCALED    
 JV1512* NAVD 88     -       125.215  (meters)     410.81   (feet)  ADJUSTED  
 JV1512  ___________________________________________________________________
 JV1512  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 JV1512  DYNAMIC HT  -         125.151 (meters)     410.60  (feet)  COMP
 JV1512  MODELED GRAV-     980,115.5   (mgal)                       NAVD 88
 JV1512
 JV1512  VERT ORDER  -  SECOND    CLASS 0
 JV1512
 JV1512.The horizontal coordinates were scaled from a topographic map and have
 JV1512.an estimated accuracy of +/- 6 seconds.
 JV1512
 JV1512.The orthometric height was determined by differential leveling
 JV1512.and adjusted by the National Geodetic Survey in June 1991..
 JV1512
 JV1512.The geoid height was determined by GEOID03.
 JV1512
 JV1512.The dynamic height is computed by dividing the NAVD 88
 JV1512.geopotential number by the normal gravity value computed on the
 JV1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1512.degrees latitude (g = 980.6199 gals.).
 JV1512
 JV1512.The modeled gravity was interpolated from observed gravity values.
 JV1512
 JV1512;                    North         East    Units  Estimated Accuracy
 JV1512;SPC PA S     -    64,240.      685,320.      MT  (+/- 180 meters Scaled)
 JV1512
 JV1512                          SUPERSEDED SURVEY CONTROL
 JV1512
 JV1512  NGVD 29 (??/??/??)  125.468  (m)          411.64   (f) ADJUSTED    2 0
 JV1512
 JV1512.Superseded values are not recommended for survey control.
 JV1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1512.See file dsdata.txt to determine how the superseded data were derived.
 JV1512
 JV1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK502189(NAD 83)
 JV1512_MARKER: DB = BENCH MARK DISK
 JV1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1512_STAMPING: F 101 1935
 JV1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1512+STABILITY: SURFACE MOTION
 JV1512
 JV1512  HISTORY     - Date     Condition        Report By
 JV1512  HISTORY     - 1935     MONUMENTED       CGS
 JV1512  HISTORY     - 20050318 GOOD             GEOCAC
 JV1512
 JV1512                          STATION DESCRIPTION
 JV1512
 JV1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1512'AT BRILHART.
 JV1512'AT BRILHART, YORK COUNTY, ABOUT 0.2 MILE EAST OF THE PENNSYLVANIA
 JV1512'RAILROAD STATION, 18 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 JV1512'AND 15 FEET NORTH OF THE CENTER LINE OF AN EAST-AND-WEST COUNTY
 JV1512'ROAD.  A STANDARD DISK, STAMPED F 101 1935 AND SET IN THE TOP OF
 JV1512'A CONCRETE POST.
 JV1512
 JV1512                          STATION RECOVERY (2005)
 JV1512
 JV1512'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 JV1512'STATION IS 70 FEET NORTH NORTHWEST OF THE CENTER LINE OF A ROAD
 JV1512'CROSSING, 15 FEET SOUTH SOUTHWEST OF THE SOUTHWEST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1595 ***********************************************************************
 JV1595  DESIGNATION -  F 102
 JV1595  PID         -  JV1595
 JV1595  STATE/COUNTY-  PA/YORK
 JV1595  USGS QUAD   -  WEST YORK (1973)
 JV1595
 JV1595                         *CURRENT SURVEY CONTROL
 JV1595  ___________________________________________________________________
 JV1595* NAD 83(1986)-  39 52 34.     (N)    076 51 36.     (W)     SCALED    
 JV1595* NAVD 88     -       135.562  (meters)     444.76   (feet)  ADJUSTED  
 JV1595  ___________________________________________________________________
 JV1595  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 JV1595  DYNAMIC HT  -         135.492 (meters)     444.53  (feet)  COMP
 JV1595  MODELED GRAV-     980,107.4   (mgal)                       NAVD 88
 JV1595
 JV1595  VERT ORDER  -  SECOND    CLASS 0
 JV1595
 JV1595.The horizontal coordinates were scaled from a topographic map and have
 JV1595.an estimated accuracy of +/- 6 seconds.
 JV1595
 JV1595.The orthometric height was determined by differential leveling
 JV1595.and adjusted by the National Geodetic Survey in June 1991..
 JV1595
 JV1595.The geoid height was determined by GEOID03.
 JV1595
 JV1595.The dynamic height is computed by dividing the NAVD 88
 JV1595.geopotential number by the normal gravity value computed on the
 JV1595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1595.degrees latitude (g = 980.6199 gals.).
 JV1595
 JV1595.The modeled gravity was interpolated from observed gravity values.
 JV1595
 JV1595;                    North         East    Units  Estimated Accuracy
 JV1595;SPC PA S     -    60,650.      676,140.      MT  (+/- 180 meters Scaled)
 JV1595
 JV1595                          SUPERSEDED SURVEY CONTROL
 JV1595
 JV1595  NGVD 29 (??/??/??)  135.797  (m)          445.53   (f) ADJUSTED    2 0
 JV1595
 JV1595.Superseded values are not recommended for survey control.
 JV1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1595.See file dsdata.txt to determine how the superseded data were derived.
 JV1595
 JV1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK409156(NAD 83)
 JV1595_MARKER: DB = BENCH MARK DISK
 JV1595_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1595_SP_SET: PIER
 JV1595_STAMPING: F 102 1935
 JV1595_MAGNETIC: N = NO MAGNETIC MATERIAL
 JV1595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1595
 JV1595  HISTORY     - Date     Condition        Report By
 JV1595  HISTORY     - 1935     MONUMENTED       CGS
 JV1595  HISTORY     - 1942     GOOD             CGS
 JV1595  HISTORY     - 19961017 GOOD             STEWRT
 JV1595
 JV1595                          STATION DESCRIPTION
 JV1595
 JV1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1595'0.4 MI NE FROM SPRING GROVE.
 JV1595'0.4 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JV1595'STATION AT SPRING GROVE, YORK COUNTY, ABOUT 0.5 MILE EAST OF
 JV1595'THE CITY LIMIT, ABOUT 650 FEET EAST OF MILEPOST 23, AT THE WEST
 JV1595'SIDE OF A WESTERN MARYLAND RAILWAY OVERPASS, IN THE TOP OF THE
 JV1595'BASE OF THE PIER, AND 12 FEET SOUTH OF THE CENTER LINE OF THE
 JV1595'TRACK.  A STANDARD DISK, STAMPED F 102 1935.
 JV1595
 JV1595                          STATION RECOVERY (1942)
 JV1595
 JV1595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 JV1595'RECOVERED IN GOOD CONDITION.
 JV1595
 JV1595                          STATION RECOVERY (1996)
 JV1595
 JV1595'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1996 (JMS)
 JV1595'NO CHANGE IN TEXT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1564 ***********************************************************************
 JU1564  DESIGNATION -  F 105
 JU1564  PID         -  JU1564
 JU1564  STATE/COUNTY-  PA/CHESTER
 JU1564  USGS QUAD   -  OXFORD (1992)
 JU1564
 JU1564                         *CURRENT SURVEY CONTROL
 JU1564  ___________________________________________________________________
 JU1564* NAD 83(1986)-  39 48 51.     (N)    075 58 06.     (W)     SCALED    
 JU1564* NAVD 88     -       171.510  (meters)     562.70   (feet)  ADJUSTED  
 JU1564  ___________________________________________________________________
 JU1564  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 JU1564  DYNAMIC HT  -         171.423 (meters)     562.41  (feet)  COMP
 JU1564  MODELED GRAV-     980,115.6   (mgal)                       NAVD 88
 JU1564
 JU1564  VERT ORDER  -  SECOND    CLASS 0
 JU1564
 JU1564.The horizontal coordinates were scaled from a topographic map and have
 JU1564.an estimated accuracy of +/- 6 seconds.
 JU1564
 JU1564.The orthometric height was determined by differential leveling
 JU1564.and adjusted by the National Geodetic Survey in June 1991..
 JU1564
 JU1564.The geoid height was determined by GEOID03.
 JU1564
 JU1564.The dynamic height is computed by dividing the NAVD 88
 JU1564.geopotential number by the normal gravity value computed on the
 JU1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1564.degrees latitude (g = 980.6199 gals.).
 JU1564
 JU1564.The modeled gravity was interpolated from observed gravity values.
 JU1564
 JU1564;                    North         East    Units  Estimated Accuracy
 JU1564;SPC PA S     -    54,930.      752,550.      MT  (+/- 180 meters Scaled)
 JU1564
 JU1564                          SUPERSEDED SURVEY CONTROL
 JU1564
 JU1564  NGVD 29 (??/??/??)  171.803  (m)          563.66   (f) ADJUSTED    2 0
 JU1564
 JU1564.Superseded values are not recommended for survey control.
 JU1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1564.See file dsdata.txt to determine how the superseded data were derived.
 JU1564
 JU1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK171075(NAD 83)
 JU1564_MARKER: DB = BENCH MARK DISK
 JU1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1564_STAMPING: F 105 1935
 JU1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1564+STABILITY: SURFACE MOTION
 JU1564
 JU1564  HISTORY     - Date     Condition        Report By
 JU1564  HISTORY     - 1935     MONUMENTED       CGS
 JU1564  HISTORY     - 1966     MARK NOT FOUND   CGS
 JU1564
 JU1564                          STATION DESCRIPTION
 JU1564
 JU1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU1564'2.1 MI N FROM OXFORD.
 JU1564'2.1 MILES NORTH ALONG U.S. HIGHWAY 122 FROM A STREET INTERSECTION
 JU1564'AT OXFORD, CHESTER COUNTY, AT THE JUNCTION WITH U.S. HIGHWAY 1,
 JU1564'AT A PRIVATE DRIVE, 15 FEET NORTH OF THE CENTER LINE OF THE
 JU1564'DRIVE, 21 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 1, AND
 JU1564'IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED F 105
 JU1564'1935 AND SET IN THE TOP OF A CONCRETE POST.
 JU1564
 JU1564                          STATION RECOVERY (1966)
 JU1564
 JU1564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JU1564'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0236 ***********************************************************************
 JV0236  DESIGNATION -  F 106
 JV0236  PID         -  JV0236
 JV0236  STATE/COUNTY-  PA/LANCASTER
 JV0236  USGS QUAD   -  QUARRYVILLE (1992)
 JV0236
 JV0236                         *CURRENT SURVEY CONTROL
 JV0236  ___________________________________________________________________
 JV0236* NAD 83(1986)-  39 53 09.     (N)    076 11 35.     (W)     SCALED    
 JV0236* NAVD 88     -       173.080  (meters)     567.85   (feet)  ADJUSTED  
 JV0236  ___________________________________________________________________
 JV0236  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 JV0236  DYNAMIC HT  -         172.991 (meters)     567.55  (feet)  COMP
 JV0236  MODELED GRAV-     980,110.2   (mgal)                       NAVD 88
 JV0236
 JV0236  VERT ORDER  -  SECOND    CLASS 0
 JV0236
 JV0236.The horizontal coordinates were scaled from a topographic map and have
 JV0236.an estimated accuracy of +/- 6 seconds.
 JV0236
 JV0236.The orthometric height was determined by differential leveling
 JV0236.and adjusted by the National Geodetic Survey in June 1991..
 JV0236
 JV0236.The geoid height was determined by GEOID03.
 JV0236
 JV0236.The dynamic height is computed by dividing the NAVD 88
 JV0236.geopotential number by the normal gravity value computed on the
 JV0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0236.degrees latitude (g = 980.6199 gals.).
 JV0236
 JV0236.The modeled gravity was interpolated from observed gravity values.
 JV0236
 JV0236;                    North         East    Units  Estimated Accuracy
 JV0236;SPC PA S     -    62,520.      733,170.      MT  (+/- 180 meters Scaled)
 JV0236
 JV0236                          SUPERSEDED SURVEY CONTROL
 JV0236
 JV0236  NGVD 29 (??/??/??)  173.333  (m)          568.68   (f) ADJUSTED    2 0
 JV0236
 JV0236.Superseded values are not recommended for survey control.
 JV0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0236.See file dsdata.txt to determine how the superseded data were derived.
 JV0236
 JV0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK979157(NAD 83)
 JV0236_MARKER: DB = BENCH MARK DISK
 JV0236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV0236_SP_SET: CULVERT
 JV0236_STAMPING: F 106 1935
 JV0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV0236
 JV0236  HISTORY     - Date     Condition        Report By
 JV0236  HISTORY     - 1935     MONUMENTED       CGS
 JV0236  HISTORY     - 1955     GOOD             CGS
 JV0236
 JV0236                          STATION DESCRIPTION
 JV0236
 JV0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JV0236'1.8 MI W FROM QUARRYVILLE.
 JV0236'ABOUT 1.8 MILES WEST ALONG STATE HIGHWAY 372 FROM THE INTERSECTION
 JV0236'OF CHURCH STREET AT QUARRYVILLE, ABOUT 2.25 MILES EAST OF
 JV0236'INTERSECTION OF STATE HIGHWAY 72 AT BUCK, IN THE TOP OF EAST END
 JV0236'OF NORTH HEAD WALL OF A 4-FOOT SKEW CONCRETE CULVERT FOR A SMALL
 JV0236'STREAM, 11.2 FEET NORTH OF CENTER LINE OF HIGHWAY, ABOUT IN
 JV0236'LINE WITH THE EXTENDED WEST FACE OF A 1 1/2-STORY HOUSE AND ABOUT
 JV0236'1/2 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1501 ***********************************************************************
 JU1501  DESIGNATION -  F 107
 JU1501  PID         -  JU1501
 JU1501  STATE/COUNTY-  PA/CHESTER
 JU1501  USGS QUAD   -  UNIONVILLE (1992)
 JU1501
 JU1501                         *CURRENT SURVEY CONTROL
 JU1501  ___________________________________________________________________
 JU1501* NAD 83(1986)-  39 55 12.     (N)    075 41 22.     (W)     SCALED    
 JU1501* NAVD 88     -        63.101  (meters)     207.02   (feet)  ADJUSTED  
 JU1501  ___________________________________________________________________
 JU1501  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JU1501  DYNAMIC HT  -          63.071 (meters)     206.93  (feet)  COMP
 JU1501  MODELED GRAV-     980,145.6   (mgal)                       NAVD 88
 JU1501
 JU1501  VERT ORDER  -  SECOND    CLASS 0
 JU1501
 JU1501.The horizontal coordinates were scaled from a topographic map and have
 JU1501.an estimated accuracy of +/- 6 seconds.
 JU1501
 JU1501.The orthometric height was determined by differential leveling
 JU1501.and adjusted by the National Geodetic Survey in June 1991..
 JU1501
 JU1501.The geoid height was determined by GEOID03.
 JU1501
 JU1501.The dynamic height is computed by dividing the NAVD 88
 JU1501.geopotential number by the normal gravity value computed on the
 JU1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1501.degrees latitude (g = 980.6199 gals.).
 JU1501
 JU1501.The modeled gravity was interpolated from observed gravity values.
 JU1501
 JU1501;                    North         East    Units  Estimated Accuracy
 JU1501;SPC PA S     -    67,200.      776,150.      MT  (+/- 180 meters Scaled)
 JU1501
 JU1501                          SUPERSEDED SURVEY CONTROL
 JU1501
 JU1501  NGVD 29 (??/??/??)   63.395  (m)          207.99   (f) ADJUSTED    2 0
 JU1501
 JU1501.Superseded values are not recommended for survey control.
 JU1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1501.See file dsdata.txt to determine how the superseded data were derived.
 JU1501
 JU1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK410191(NAD 83)
 JU1501_MARKER: DB = BENCH MARK DISK
 JU1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1501_STAMPING: F 107 1935
 JU1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1501+STABILITY: SURFACE MOTION
 JU1501
 JU1501  HISTORY     - Date     Condition        Report By
 JU1501  HISTORY     - 1935     MONUMENTED       CGS
 JU1501
 JU1501                          STATION DESCRIPTION
 JU1501
 JU1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU1501'AT NORTH BROOK.
 JU1501'AT NORTH BROOK, CHESTER COUNTY, ON THE READING RAILWAY, 3
 JU1501'RAILS WEST OF THE STATION, 25 FEET SOUTH OF THE CENTERLINE OF
 JU1501'THE TRACK, AND 1 FOOT NORTH OF A SOUTH PROPERTY LINE.  A
 JU1501'STANDARD DISK, STAMPED F 107 1935 AND SET IN THE TOP OF A
 JU1501'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2360 ***********************************************************************
 KV2360  DESIGNATION -  F 108
 KV2360  PID         -  KV2360
 KV2360  STATE/COUNTY-  PA/MONTGOMERY
 KV2360  USGS QUAD   -  SASSAMANSVILLE (1990)
 KV2360
 KV2360                         *CURRENT SURVEY CONTROL
 KV2360  ___________________________________________________________________
 KV2360* NAD 83(1986)-  40 21 58.     (N)    075 31 21.     (W)     SCALED    
 KV2360* NAVD 88     -       126.691  (meters)     415.65   (feet)  ADJUSTED  
 KV2360  ___________________________________________________________________
 KV2360  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 KV2360  DYNAMIC HT  -         126.626 (meters)     415.44  (feet)  COMP
 KV2360  MODELED GRAV-     980,117.2   (mgal)                       NAVD 88
 KV2360
 KV2360  VERT ORDER  -  SECOND    CLASS 0
 KV2360
 KV2360.The horizontal coordinates were scaled from a topographic map and have
 KV2360.an estimated accuracy of +/- 6 seconds.
 KV2360
 KV2360.The orthometric height was determined by differential leveling
 KV2360.and adjusted by the National Geodetic Survey in June 1991..
 KV2360
 KV2360.The geoid height was determined by GEOID03.
 KV2360
 KV2360.The dynamic height is computed by dividing the NAVD 88
 KV2360.geopotential number by the normal gravity value computed on the
 KV2360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2360.degrees latitude (g = 980.6199 gals.).
 KV2360
 KV2360.The modeled gravity was interpolated from observed gravity values.
 KV2360
 KV2360;                    North         East    Units  Estimated Accuracy
 KV2360;SPC PA S     -   117,060.      789,170.      MT  (+/- 180 meters Scaled)
 KV2360
 KV2360                          SUPERSEDED SURVEY CONTROL
 KV2360
 KV2360  NGVD 29 (??/??/??)  126.958  (m)          416.53   (f) ADJUSTED    2 0
 KV2360
 KV2360.Superseded values are not recommended for survey control.
 KV2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2360.See file dsdata.txt to determine how the superseded data were derived.
 KV2360
 KV2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK556685(NAD 83)
 KV2360_MARKER: DB = BENCH MARK DISK
 KV2360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2360_SP_SET: CULVERT
 KV2360_STAMPING: F 108 1935
 KV2360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2360
 KV2360  HISTORY     - Date     Condition        Report By
 KV2360  HISTORY     - 1935     MONUMENTED       CGS
 KV2360  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV2360  HISTORY     - 20021106 MARK NOT FOUND   USPSQD
 KV2360  HISTORY     - 20041201 MARK NOT FOUND   USPSQD
 KV2360
 KV2360                          STATION DESCRIPTION
 KV2360
 KV2360'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV2360'2.5 MI SW FROM PENNSBURG.
 KV2360'ABOUT 2.5 MILES SOUTHWEST ALONG STATE HIGHWAY 663 FROM THE
 KV2360'CROSSING OF THE READING CO. RAILROAD AT PENNSBURG, MONTGOMERY
 KV2360'COUNTY, AT THE T-JUNCTION OF A ROAD LEADING SOUTHEAST, ABOUT 150
 KV2360'FEET SOUTHWEST OF A STONE HOUSE AND A BARN, 18 FEET NORTHEAST
 KV2360'OF THE CENTER LINE OF THE DIRT ROAD, 14 FEET SOUTHEAST OF THE
 KV2360'CENTER LINE OF THE HIGHWAY, AND IN THE CENTER OF THE TOP OF THE
 KV2360'CONCRETE HEAD WALL OF A CULVERT.  A STANDARD DISK, STAMPED F 108
 KV2360'1935.
 KV2360
 KV2360                          STATION RECOVERY (1990)
 KV2360
 KV2360'RECOVERY NOTE BY US POWER SQUADRON 1990 (JDC)
 KV2360'MARK NOT FOUND.
 KV2360
 KV2360                          STATION RECOVERY (2002)
 KV2360
 KV2360'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KV2360'A STORM DRAIN HAS REPLACED THE CULVERT AND HEADWALL.
 KV2360
 KV2360                          STATION RECOVERY (2004)
 KV2360
 KV2360'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEQ)
 KV2360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0557 ***********************************************************************
 KY0557  DESIGNATION -  F 109
 KY0557  PID         -  KY0557
 KY0557  STATE/COUNTY-  PA/WASHINGTON
 KY0557  USGS QUAD   -  MIDWAY (1977)
 KY0557
 KY0557                         *CURRENT SURVEY CONTROL
 KY0557  ___________________________________________________________________
 KY0557* NAD 83(1986)-  40 19 45.     (N)    080 22 01.     (W)     SCALED    
 KY0557* NAVD 88     -       327.622  (meters)    1074.87   (feet)  ADJUSTED  
 KY0557  ___________________________________________________________________
 KY0557  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KY0557  DYNAMIC HT  -         327.440 (meters)    1074.28  (feet)  COMP
 KY0557  MODELED GRAV-     980,062.7   (mgal)                       NAVD 88
 KY0557
 KY0557  VERT ORDER  -  SECOND    CLASS 0
 KY0557
 KY0557.The horizontal coordinates were scaled from a topographic map and have
 KY0557.an estimated accuracy of +/- 6 seconds.
 KY0557
 KY0557.The orthometric height was determined by differential leveling
 KY0557.and adjusted by the National Geodetic Survey in June 1991..
 KY0557
 KY0557.The geoid height was determined by GEOID03.
 KY0557
 KY0557.The dynamic height is computed by dividing the NAVD 88
 KY0557.geopotential number by the normal gravity value computed on the
 KY0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0557.degrees latitude (g = 980.6199 gals.).
 KY0557
 KY0557.The modeled gravity was interpolated from observed gravity values.
 KY0557
 KY0557;                    North         East    Units  Estimated Accuracy
 KY0557;SPC PA S     -   113,870.      377,650.      MT  (+/- 180 meters Scaled)
 KY0557
 KY0557                          SUPERSEDED SURVEY CONTROL
 KY0557
 KY0557  NGVD 29 (??/??/92)  327.760  (m)         1075.33   (f) ADJ UNCH    2 0
 KY0557
 KY0557.Superseded values are not recommended for survey control.
 KY0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0557.See file dsdata.txt to determine how the superseded data were derived.
 KY0557
 KY0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE537644(NAD 83)
 KY0557_MARKER: DB = BENCH MARK DISK
 KY0557_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0557_SP_SET: CATCH BASIN
 KY0557_STAMPING: F 109 1957
 KY0557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0557
 KY0557  HISTORY     - Date     Condition        Report By
 KY0557  HISTORY     - 1957     MONUMENTED       CGS
 KY0557
 KY0557                          STATION DESCRIPTION
 KY0557
 KY0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0557'4.6 MI S FROM BURGETTSTOWN.
 KY0557'ABOUT 4.65 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE POST
 KY0557'OFFICE AT BURGETTSTOWN, ABOUT 126 YARDS SOUTHEAST OF THE
 KY0557'BOTTOM OF CENTER LINE OF HIGHWAY, 15 FEET SOUTHEAST OF CENTER
 KY0557'OF A DRIVE NORTHEAST AND UPHILL TO FARM BUILDINGS, IN THE TOP
 KY0557'OF NORTHWEST END OF BACK WALL OF A 2 1/2 BY 4 1/2 FOOT CONCRETE
 KY0557'CATCH BASIN AND 1 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1425 ***********************************************************************
 KV1425  DESIGNATION -  F 11
 KV1425  PID         -  KV1425
 KV1425  STATE/COUNTY-  PA/NORTHAMPTON
 KV1425  USGS QUAD   -  PORTLAND (1997)
 KV1425
 KV1425                         *CURRENT SURVEY CONTROL
 KV1425  ___________________________________________________________________
 KV1425* NAD 83(1986)-  40 56 51.     (N)    075 06 48.     (W)     SCALED    
 KV1425* NAVD 88     -        94.228  (meters)     309.15   (feet)  ADJUSTED  
 KV1425  ___________________________________________________________________
 KV1425  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KV1425  DYNAMIC HT  -          94.186 (meters)     309.01  (feet)  COMP
 KV1425  MODELED GRAV-     980,180.6   (mgal)                       NAVD 88
 KV1425  OBS GRAVITY -     980,181.2   (mgal)                       GRAV_OBS
 KV1425
 KV1425  VERT ORDER  -  FIRST     CLASS II
 KV1425
 KV1425.The horizontal coordinates were scaled from a topographic map and have
 KV1425.an estimated accuracy of +/- 6 seconds.
 KV1425
 KV1425.The orthometric height was determined by differential leveling
 KV1425.and adjusted by the National Geodetic Survey in June 1991..
 KV1425
 KV1425.The geoid height was determined by GEOID03.
 KV1425
 KV1425.The dynamic height is computed by dividing the NAVD 88
 KV1425.geopotential number by the normal gravity value computed on the
 KV1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1425.degrees latitude (g = 980.6199 gals.).
 KV1425
 KV1425.The modeled gravity was interpolated from observed gravity values.
 KV1425.The observed gravity was obtained from relative gravimeter ties
 KV1425.to the IGSN71 gravity network.
 KV1425
 KV1425;                    North         East    Units  Estimated Accuracy
 KV1425;SPC PA S     -   182,550.      821,980.      MT  (+/- 180 meters Scaled)
 KV1425
 KV1425                          SUPERSEDED SURVEY CONTROL
 KV1425
 KV1425  NGVD 29 (??/??/??)   94.415  (m)          309.76   (f) ADJUSTED    1 2
 KV1425
 KV1425.Superseded values are not recommended for survey control.
 KV1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1425.See file dsdata.txt to determine how the superseded data were derived.
 KV1425
 KV1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL904329(NAD 83)
 KV1425_MARKER: DB = BENCH MARK DISK
 KV1425_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1425_SP_SET: CULVERT
 KV1425_STAMPING: F 11 1932 309.760
 KV1425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1425_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1425+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 KV1425
 KV1425  HISTORY     - Date     Condition        Report By
 KV1425  HISTORY     - 1932     MONUMENTED       CGS
 KV1425  HISTORY     - 1956     GOOD             CGS
 KV1425  HISTORY     - 1978     GOOD             NGS
 KV1425  HISTORY     - 19940925 GOOD             USPSQD
 KV1425  HISTORY     - 20030501 GOOD             PADT
 KV1425
 KV1425                          STATION DESCRIPTION
 KV1425
 KV1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1425'2 MI N FROM PORTLAND.
 KV1425'2.0 MILES NORTH ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 KV1425'RAILROAD FROM THE STATION AT PORTLAND, AT SLATEFORD JUNCTION,
 KV1425'ON TOP AND AT THE NORTH END OF THE EAST CONCRETE HEAD WALL OF
 KV1425'A DOUBLE 15 X 15 FOOT CONCRETE BOX CULVERT UNDER THE TRACKS,
 KV1425'7.1 FEET EAST OF THE EAST RAIL AND 1/2-FOOT ABOVE THE LEVEL
 KV1425'OF THE TRACK.
 KV1425
 KV1425                          STATION RECOVERY (1978)
 KV1425
 KV1425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV1425'1.05 MILES NORTHWEST ALONG STATE HIGHWAY 611 FROM THE TOLL BRIDGE
 KV1425'OVER CROSSING AT PORTLAND, THENCE 1.1 MILES NORTHWEST ALONG SLATE-
 KV1425'FORD ROAD, ABOUT 0.1 MILE SOUTHEAST OF THE JUNCTION OF THE HIGHWAY,
 KV1425'81 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 6.5 FEET NORTH-
 KV1425'EAST OF THE NORTHEAST RAIL OF THE MAIN TRACK OF THE ERIE LACKAWANNA
 KV1425'RAILROAD, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 KV1425'HEADWALL OF A 2 CHANNEL CONCRETE RAILROAD BRIDGE OVER SLATEFORD
 KV1425'CREEK.
 KV1425
 KV1425                          STATION RECOVERY (1994)
 KV1425
 KV1425'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1425'RECOVERED IN GOOD CONDITION.
 KV1425
 KV1425                          STATION RECOVERY (2003)
 KV1425
 KV1425'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (PJN)
 KV1425'STATION IS NORTHWEST OF THE REAR OF THE 'SLATEFORD HOTEL'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0479 ***********************************************************************
 KY0479  DESIGNATION -  F 110
 KY0479  PID         -  KY0479
 KY0479  STATE/COUNTY-  PA/WASHINGTON
 KY0479  USGS QUAD   -  CANONSBURG (1979)
 KY0479
 KY0479                         *CURRENT SURVEY CONTROL
 KY0479  ___________________________________________________________________
 KY0479* NAD 83(1986)-  40 19 03.     (N)    080 13 25.     (W)     SCALED    
 KY0479* NAVD 88     -       307.606  (meters)    1009.20   (feet)  ADJUSTED  
 KY0479  ___________________________________________________________________
 KY0479  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KY0479  DYNAMIC HT  -         307.437 (meters)    1008.65  (feet)  COMP
 KY0479  MODELED GRAV-     980,067.7   (mgal)                       NAVD 88
 KY0479
 KY0479  VERT ORDER  -  SECOND    CLASS 0
 KY0479
 KY0479.The horizontal coordinates were scaled from a topographic map and have
 KY0479.an estimated accuracy of +/- 6 seconds.
 KY0479
 KY0479.The orthometric height was determined by differential leveling
 KY0479.and adjusted by the National Geodetic Survey in June 1991..
 KY0479
 KY0479.The geoid height was determined by GEOID03.
 KY0479
 KY0479.The dynamic height is computed by dividing the NAVD 88
 KY0479.geopotential number by the normal gravity value computed on the
 KY0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0479.degrees latitude (g = 980.6199 gals.).
 KY0479
 KY0479.The modeled gravity was interpolated from observed gravity values.
 KY0479
 KY0479;                    North         East    Units  Estimated Accuracy
 KY0479;SPC PA S     -   112,220.      389,790.      MT  (+/- 180 meters Scaled)
 KY0479
 KY0479                          SUPERSEDED SURVEY CONTROL
 KY0479
 KY0479  NGVD 29 (??/??/92)  307.742  (m)         1009.65   (f) ADJ UNCH    2 0
 KY0479
 KY0479.Superseded values are not recommended for survey control.
 KY0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0479.See file dsdata.txt to determine how the superseded data were derived.
 KY0479
 KY0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE659632(NAD 83)
 KY0479_MARKER: DB = BENCH MARK DISK
 KY0479_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0479_SP_SET: ABUTMENT
 KY0479_STAMPING: F 110 1957
 KY0479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KY0479+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2005
 KY0479
 KY0479  HISTORY     - Date     Condition        Report By
 KY0479  HISTORY     - 1957     MONUMENTED       CGS
 KY0479  HISTORY     - 20050523 GOOD             BAKER
 KY0479
 KY0479                          STATION DESCRIPTION
 KY0479
 KY0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0479'5 MI NE FROM HICKORY.
 KY0479'ABOUT 5.0 MILES NORTHEAST AND EAST ALONG STATE HIGHWAY 28
 KY0479'FROM THE POST OFFICE AND BANK BUILDING AT HICKORY, THENCE
 KY0479'0.05 MILE SOUTHWEST ALONG A GRAVEL ROAD, ABOUT 40 YARDS NORTHEAST
 KY0479'OF OVERPASS OF A RAILROAD OVER THE ROAD, IN THE TOP OF EAST END
 KY0479'OF WEST WING WALL OF SOUTHWEST CONCRETE ABUTMENT OF A 40-FOOT
 KY0479'WOODEN DECK BRIDGE OVER MILLERS RUN, 11 1/2 FEET NORTHWEST OF
 KY0479'CENTER LINE OF BRIDGE FLOOR, 1/2 FOOT NORTHWEST OF STEEL BANISTER
 KY0479'AND ABOUT 3/4 FOOT ABOVE LEVEL OF ROAD.
 KY0479
 KY0479                          STATION RECOVERY (2005)
 KY0479
 KY0479'RECOVERY NOTE BY M BAKER JR INCORPORATED 2005 (RP)
 KY0479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0451 ***********************************************************************
 KY0451  DESIGNATION -  F 111
 KY0451  PID         -  KY0451
 KY0451  STATE/COUNTY-  PA/WASHINGTON
 KY0451  USGS QUAD   -  AVELLA (1979)
 KY0451
 KY0451                         *CURRENT SURVEY CONTROL
 KY0451  ___________________________________________________________________
 KY0451* NAD 83(1986)-  40 16 37.     (N)    080 27 39.     (W)     SCALED    
 KY0451* NAVD 88     -       276.133  (meters)     905.95   (feet)  ADJUSTED  
 KY0451  ___________________________________________________________________
 KY0451  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 KY0451  DYNAMIC HT  -         275.980 (meters)     905.44  (feet)  COMP
 KY0451  MODELED GRAV-     980,065.0   (mgal)                       NAVD 88
 KY0451
 KY0451  VERT ORDER  -  SECOND    CLASS 0
 KY0451
 KY0451.The horizontal coordinates were scaled from a topographic map and have
 KY0451.an estimated accuracy of +/- 6 seconds.
 KY0451
 KY0451.The orthometric height was determined by differential leveling
 KY0451.and adjusted by the National Geodetic Survey in June 1991..
 KY0451
 KY0451.The geoid height was determined by GEOID03.
 KY0451
 KY0451.The dynamic height is computed by dividing the NAVD 88
 KY0451.geopotential number by the normal gravity value computed on the
 KY0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0451.degrees latitude (g = 980.6199 gals.).
 KY0451
 KY0451.The modeled gravity was interpolated from observed gravity values.
 KY0451
 KY0451;                    North         East    Units  Estimated Accuracy
 KY0451;SPC PA S     -   108,310.      369,490.      MT  (+/- 180 meters Scaled)
 KY0451
 KY0451                          SUPERSEDED SURVEY CONTROL
 KY0451
 KY0451  NGVD 29 (??/??/92)  276.294  (m)          906.47   (f) ADJ UNCH    2 0
 KY0451
 KY0451.Superseded values are not recommended for survey control.
 KY0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0451.See file dsdata.txt to determine how the superseded data were derived.
 KY0451
 KY0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE458586(NAD 83)
 KY0451_MARKER: DB = BENCH MARK DISK
 KY0451_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0451_SP_SET: ABUTMENT
 KY0451_STAMPING: F 111 1957
 KY0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0451
 KY0451  HISTORY     - Date     Condition        Report By
 KY0451  HISTORY     - 1957     MONUMENTED       CGS
 KY0451
 KY0451                          STATION DESCRIPTION
 KY0451
 KY0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0451'AT AVELLA.
 KY0451'AT AVELLA, ABOUT 0.25 MILE NORTHWEST ALONG STREET FROM THE POST
 KY0451'OFFICE, 0.2 MILE NORTHWEST OF LINCOLN BANK BUILDING, IN THE TOP
 KY0451'OF EAST END OF SOUTH CONCRETE ABUTMENT OF STREET BRIDGE OVER
 KY0451'HAYNAN CREEK, 1/2 FOOT EAST OF SOUTH END OF EAST STEEL PIPE HAND
 KY0451'RAIL OF SIDE WALK PART OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0456 ***********************************************************************
 KY0456  DESIGNATION -  F 112
 KY0456  PID         -  KY0456
 KY0456  STATE/COUNTY-  PA/WASHINGTON
 KY0456  USGS QUAD   -  AVELLA (1979)
 KY0456
 KY0456                         *CURRENT SURVEY CONTROL
 KY0456  ___________________________________________________________________
 KY0456* NAD 83(1986)-  40 16 12.     (N)    080 25 33.     (W)     SCALED    
 KY0456* NAVD 88     -       294.046  (meters)     964.72   (feet)  ADJUSTED  
 KY0456  ___________________________________________________________________
 KY0456  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KY0456  DYNAMIC HT  -         293.881 (meters)     964.17  (feet)  COMP
 KY0456  MODELED GRAV-     980,059.4   (mgal)                       NAVD 88
 KY0456
 KY0456  VERT ORDER  -  SECOND    CLASS 0
 KY0456
 KY0456.The horizontal coordinates were scaled from a topographic map and have
 KY0456.an estimated accuracy of +/- 6 seconds.
 KY0456
 KY0456.The orthometric height was determined by differential leveling
 KY0456.and adjusted by the National Geodetic Survey in June 1991..
 KY0456
 KY0456.The geoid height was determined by GEOID03.
 KY0456
 KY0456.The dynamic height is computed by dividing the NAVD 88
 KY0456.geopotential number by the normal gravity value computed on the
 KY0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0456.degrees latitude (g = 980.6199 gals.).
 KY0456
 KY0456.The modeled gravity was interpolated from observed gravity values.
 KY0456
 KY0456;                    North         East    Units  Estimated Accuracy
 KY0456;SPC PA S     -   107,450.      372,450.      MT  (+/- 180 meters Scaled)
 KY0456
 KY0456                          SUPERSEDED SURVEY CONTROL
 KY0456
 KY0456  NGVD 29 (??/??/92)  294.198  (m)          965.21   (f) ADJ UNCH    2 0
 KY0456
 KY0456.Superseded values are not recommended for survey control.
 KY0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0456.See file dsdata.txt to determine how the superseded data were derived.
 KY0456
 KY0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE488578(NAD 83)
 KY0456_MARKER: DB = BENCH MARK DISK
 KY0456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0456_SP_SET: CULVERT
 KY0456_STAMPING: F 112 1957
 KY0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0456
 KY0456  HISTORY     - Date     Condition        Report By
 KY0456  HISTORY     - 1957     MONUMENTED       CGS
 KY0456
 KY0456                          STATION DESCRIPTION
 KY0456
 KY0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0456'2.2 MI E FROM AVELLA.
 KY0456'ABOUT 2.25 MILES EAST ALONG STATE HIGHWAY 28 FROM THE LINCOLN
 KY0456'NATIONAL BANK BUILDING AT AVELLA, ABOUT 1.7 MILES WEST OF
 KY0456'NORTH-SOUTH CROSSROAD AT REA, IN THE TOP OF NORTH END OF WEST
 KY0456'CONCRETE HEAD WALL OF A 50-INCH PIPE CULVERT UNDER HIGHWAY,
 KY0456'18 FEET WEST OF CENTER LINE OF HIGHWAY AND ABOUT 1 1/2 FEET
 KY0456'BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0527 ***********************************************************************
 KY0527  DESIGNATION -  F 113
 KY0527  PID         -  KY0527
 KY0527  STATE/COUNTY-  PA/WASHINGTON
 KY0527  USGS QUAD   -  WEST MIDDLETOWN (1977)
 KY0527
 KY0527                         *CURRENT SURVEY CONTROL
 KY0527  ___________________________________________________________________
 KY0527* NAD 83(1986)-  40 11 09.     (N)    080 28 19.     (W)     SCALED    
 KY0527* NAVD 88     -       266.659  (meters)     874.86   (feet)  ADJUSTED  
 KY0527  ___________________________________________________________________
 KY0527  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KY0527  DYNAMIC HT  -         266.508 (meters)     874.37  (feet)  COMP
 KY0527  MODELED GRAV-     980,056.0   (mgal)                       NAVD 88
 KY0527
 KY0527  VERT ORDER  -  SECOND    CLASS 0
 KY0527
 KY0527.The horizontal coordinates were scaled from a topographic map and have
 KY0527.an estimated accuracy of +/- 6 seconds.
 KY0527
 KY0527.The orthometric height was determined by differential leveling
 KY0527.and adjusted by the National Geodetic Survey in June 1991..
 KY0527
 KY0527.The geoid height was determined by GEOID03.
 KY0527
 KY0527.The dynamic height is computed by dividing the NAVD 88
 KY0527.geopotential number by the normal gravity value computed on the
 KY0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0527.degrees latitude (g = 980.6199 gals.).
 KY0527
 KY0527.The modeled gravity was interpolated from observed gravity values.
 KY0527
 KY0527;                    North         East    Units  Estimated Accuracy
 KY0527;SPC PA S     -    98,230.      368,240.      MT  (+/- 180 meters Scaled)
 KY0527
 KY0527                          SUPERSEDED SURVEY CONTROL
 KY0527
 KY0527  NGVD 29 (??/??/92)  266.812  (m)          875.37   (f) ADJ UNCH    2 0
 KY0527
 KY0527.Superseded values are not recommended for survey control.
 KY0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0527.See file dsdata.txt to determine how the superseded data were derived.
 KY0527
 KY0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE449485(NAD 83)
 KY0527_MARKER: DB = BENCH MARK DISK
 KY0527_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0527_SP_SET: BRIDGE
 KY0527_STAMPING: F 113 1957
 KY0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0527
 KY0527  HISTORY     - Date     Condition        Report By
 KY0527  HISTORY     - 1957     MONUMENTED       CGS
 KY0527
 KY0527                          STATION DESCRIPTION
 KY0527
 KY0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0527'2.1 MI W FROM ACHESON.
 KY0527'ABOUT 2.1 MILES WEST ALONG STATE HIGHWAY 331 FROM THE JUNCTION
 KY0527'OF STATE HIGHWAY 231 LEADING SOUTH TO ACHESON, 0.8 MILE EAST
 KY0527'OF A STEEL BRIDGE OVER BUFFALO CREEK, 0.2 MILE NORTHEAST OF
 KY0527'JUNCTION OF A BLACK TOP ROAD SOUTHEAST, IN THE TOP AND 4 1/2
 KY0527'FEET SOUTHWEST OF NORTHEAST END OF RAIL FOOTING FOR THE SOUTHEAST
 KY0527'CONCRETE BANISTER OF A 150-FOOT CONCRETE BRIDGE OVER BUFFALO
 KY0527'CREEK, 12 1/2 FEET SOUTHEAST OF CENTER LINE OF BRIDGE FLOOR AND
 KY0527'3/4 FOOT ABOVE LEVEL OF FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0341 ***********************************************************************
 KY0341  DESIGNATION -  F 114
 KY0341  PID         -  KY0341
 KY0341  STATE/COUNTY-  PA/WASHINGTON
 KY0341  USGS QUAD   -  WASHINGTON WEST (1969)
 KY0341
 KY0341                         *CURRENT SURVEY CONTROL
 KY0341  ___________________________________________________________________
 KY0341* NAD 83(1986)-  40 10 01.     (N)    080 15 01.     (W)     SCALED    
 KY0341* NAVD 88     -       317.523  (meters)    1041.74   (feet)  ADJUSTED  
 KY0341  ___________________________________________________________________
 KY0341  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 KY0341  DYNAMIC HT  -         317.344 (meters)    1041.15  (feet)  COMP
 KY0341  MODELED GRAV-     980,053.8   (mgal)                       NAVD 88
 KY0341
 KY0341  VERT ORDER  -  SECOND    CLASS 0
 KY0341
 KY0341.The horizontal coordinates were scaled from a topographic map and have
 KY0341.an estimated accuracy of +/- 6 seconds.
 KY0341
 KY0341.The orthometric height was determined by differential leveling
 KY0341.and adjusted by the National Geodetic Survey in June 1991..
 KY0341
 KY0341.The geoid height was determined by GEOID03.
 KY0341
 KY0341.The dynamic height is computed by dividing the NAVD 88
 KY0341.geopotential number by the normal gravity value computed on the
 KY0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0341.degrees latitude (g = 980.6199 gals.).
 KY0341
 KY0341.The modeled gravity was interpolated from observed gravity values.
 KY0341
 KY0341;                    North         East    Units  Estimated Accuracy
 KY0341;SPC PA S     -    95,570.      387,050.      MT  (+/- 180 meters Scaled)
 KY0341
 KY0341                          SUPERSEDED SURVEY CONTROL
 KY0341
 KY0341  NGVD 29 (??/??/92)  317.656  (m)         1042.18   (f) ADJ UNCH    2 0
 KY0341
 KY0341.Superseded values are not recommended for survey control.
 KY0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0341.See file dsdata.txt to determine how the superseded data were derived.
 KY0341
 KY0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE638465(NAD 83)
 KY0341_MARKER: DB = BENCH MARK DISK
 KY0341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0341_SP_SET: BASE
 KY0341_STAMPING: F 114 1957
 KY0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0341
 KY0341  HISTORY     - Date     Condition        Report By
 KY0341  HISTORY     - 1957     MONUMENTED       CGS
 KY0341  HISTORY     - 1960     GOOD             NGS
 KY0341
 KY0341                          STATION DESCRIPTION
 KY0341
 KY0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0341'AT WASHINGTON.
 KY0341'AT WASHINGTON, ALONG THE PENNSYLVANIA RAILROAD, NEAR THE INTERSECTION
 KY0341'OF THE PENNSYLVANIA RAILROAD AND MAIDEN STREET, 92 FEET NORTH
 KY0341'OF THE NORTH CURB LINE OF MAIDEN STREET, 21 1/2 FEET WEST OF THE
 KY0341'WEST RAIL OF THE PENNSYLVANIA RAILROAD, SET VERTICALLY IN THE
 KY0341'CENTER OF THE NORTH FACE OF THE CONCRETE BASE FOR STEEL PIER OF THE
 KY0341'OVERPASS OF THE BALTIMORE AND OHIO RAILROAD OVER THE PENNSYLVANIA
 KY0341'RAILROAD AND MAIDEN STREET, 5 1/2 FEET ABOVE THE TOP OF RAIL.
 KY0341
 KY0341                          STATION RECOVERY (1960)
 KY0341
 KY0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KY0341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0335 ***********************************************************************
 KY0335  DESIGNATION -  F 116
 KY0335  PID         -  KY0335
 KY0335  STATE/COUNTY-  PA/WASHINGTON
 KY0335  USGS QUAD   -  AMITY (1977)
 KY0335
 KY0335                         *CURRENT SURVEY CONTROL
 KY0335  ___________________________________________________________________
 KY0335* NAD 83(1986)-  40 02 55.     (N)    080 14 01.     (W)     SCALED    
 KY0335* NAVD 88     -       295.121  (meters)     968.24   (feet)  ADJUSTED  
 KY0335  ___________________________________________________________________
 KY0335  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 KY0335  DYNAMIC HT  -         294.954 (meters)     967.69  (feet)  COMP
 KY0335  MODELED GRAV-     980,055.1   (mgal)                       NAVD 88
 KY0335
 KY0335  VERT ORDER  -  SECOND    CLASS 0
 KY0335
 KY0335.The horizontal coordinates were scaled from a topographic map and have
 KY0335.an estimated accuracy of +/- 6 seconds.
 KY0335
 KY0335.The orthometric height was determined by differential leveling
 KY0335.and adjusted by the National Geodetic Survey in June 1991..
 KY0335
 KY0335.The geoid height was determined by GEOID03.
 KY0335
 KY0335.The dynamic height is computed by dividing the NAVD 88
 KY0335.geopotential number by the normal gravity value computed on the
 KY0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0335.degrees latitude (g = 980.6199 gals.).
 KY0335
 KY0335.The modeled gravity was interpolated from observed gravity values.
 KY0335
 KY0335;                    North         East    Units  Estimated Accuracy
 KY0335;SPC PA S     -    82,400.      388,100.      MT  (+/- 180 meters Scaled)
 KY0335
 KY0335                          SUPERSEDED SURVEY CONTROL
 KY0335
 KY0335  NGVD 29 (??/??/92)  295.261  (m)          968.70   (f) ADJ UNCH    2 0
 KY0335
 KY0335.Superseded values are not recommended for survey control.
 KY0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0335.See file dsdata.txt to determine how the superseded data were derived.
 KY0335
 KY0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE653334(NAD 83)
 KY0335_MARKER: DB = BENCH MARK DISK
 KY0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0335_STAMPING: F 116 1935
 KY0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0335+STABILITY: SURFACE MOTION
 KY0335
 KY0335  HISTORY     - Date     Condition        Report By
 KY0335  HISTORY     - 1935     MONUMENTED       CGS
 KY0335  HISTORY     - 1952     MARK NOT FOUND   NGS
 KY0335
 KY0335                          STATION DESCRIPTION
 KY0335
 KY0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KY0335'1.9 MI S FROM BAKERS.
 KY0335'1.9 MILES SOUTH ALONG THE WAYNESBURG AND WASHINGTON RAILROAD FROM
 KY0335'THE STATION AT BAKER, 61 FEET WEST OF THE CENTERLINE OF THE TRACK,
 KY0335'57 FEET EAST OF A COVERED BRIDGE, 27 FEET WEST OF THE CENTERLINE
 KY0335'OF A NORTH-AND-SOUTH OILED ROAD PARALLELING THE TRACK, AND 3
 KY0335'FEET NORTHWEST OF A FENCE CORNER.  A STANDARD DISK, STAMPED F 116
 KY0335'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- NEW BRIDGE
 KY0335'HAD BEEN ERECTED, ROAD AND RAILROAD TRACK MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0538 ***********************************************************************
 KX0538  DESIGNATION -  F 117
 KX0538  PID         -  KX0538
 KX0538  STATE/COUNTY-  PA/SOMERSET
 KX0538  USGS QUAD   -  JOHNSTOWN (1981)
 KX0538
 KX0538                         *CURRENT SURVEY CONTROL
 KX0538  ___________________________________________________________________
 KX0538* NAD 83(1986)-  40 16 39.     (N)    078 54 57.     (W)     SCALED    
 KX0538* NAVD 88     -       373.945  (meters)    1226.85   (feet)  ADJUSTED  
 KX0538  ___________________________________________________________________
 KX0538  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 KX0538  DYNAMIC HT  -         373.739 (meters)    1226.18  (feet)  COMP
 KX0538  MODELED GRAV-     980,063.8   (mgal)                       NAVD 88
 KX0538
 KX0538  VERT ORDER  -  SECOND    CLASS 0
 KX0538
 KX0538.The horizontal coordinates were scaled from a topographic map and have
 KX0538.an estimated accuracy of +/- 6 seconds.
 KX0538
 KX0538.The orthometric height was determined by differential leveling
 KX0538.and adjusted by the National Geodetic Survey in June 1991..
 KX0538
 KX0538.The geoid height was determined by GEOID03.
 KX0538
 KX0538.The dynamic height is computed by dividing the NAVD 88
 KX0538.geopotential number by the normal gravity value computed on the
 KX0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0538.degrees latitude (g = 980.6199 gals.).
 KX0538
 KX0538.The modeled gravity was interpolated from observed gravity values.
 KX0538
 KX0538;                    North         East    Units  Estimated Accuracy
 KX0538;SPC PA S     -   105,490.      500,860.      MT  (+/- 180 meters Scaled)
 KX0538
 KX0538                          SUPERSEDED SURVEY CONTROL
 KX0538
 KX0538  NGVD 29 (??/??/92)  374.117  (m)         1227.42   (f) ADJ UNCH    2 0
 KX0538
 KX0538.Superseded values are not recommended for survey control.
 KX0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0538.See file dsdata.txt to determine how the superseded data were derived.
 KX0538
 KX0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE771606(NAD 83)
 KX0538_MARKER: DB = BENCH MARK DISK
 KX0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0538_STAMPING: F 117 1935
 KX0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0538+STABILITY: SURFACE MOTION
 KX0538
 KX0538  HISTORY     - Date     Condition        Report By
 KX0538  HISTORY     - 1935     MONUMENTED       CGS
 KX0538
 KX0538                          STATION DESCRIPTION
 KX0538
 KX0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX0538'4.5 MI S FROM JOHNSTOWN.
 KX0538'IN SOMERSET COUNTY, ABOUT 4.5 MILES SOUTH ALONG THE BALTIMORE AND
 KX0538'OHIO RAILROAD FROM THE PENNSYLVANIA RAILROAD STATION AT
 KX0538'JOHNSTOWN, CAMBRIA COUNTY, ABOUT 65 YARDS SOUTHEAST OF MILEPOST
 KX0538'J 4 R 41, ABOUT 75 YARDS NORTHWEST OF A SPUR LINE SWITCH TO A
 KX0538'MINE, 15 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, AND
 KX0538'15 FEET NORTHEAST OF THE CENTER LINE OF A ROAD PARALLEL WITH THE
 KX0538'TRACK.  A STANDARD DISK, STAMPED F 117 1935 AND SET IN THE TOP
 KX0538'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JX0040 ***********************************************************************
 JX0040  DESIGNATION -  F 119
 JX0040  PID         -  JX0040
 JX0040  STATE/COUNTY-  PA/GREENE
 JX0040  USGS QUAD   -  GARARDS FORT (1979)
 JX0040
 JX0040                         *CURRENT SURVEY CONTROL
 JX0040  ___________________________________________________________________
 JX0040* NAD 83(1986)-  39 48 08.     (N)    080 07 01.     (W)     SCALED    
 JX0040* NAVD 88     -       307.067  (meters)    1007.44   (feet)  ADJUSTED  
 JX0040  ___________________________________________________________________
 JX0040  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JX0040  DYNAMIC HT  -         306.889 (meters)    1006.85  (feet)  COMP
 JX0040  MODELED GRAV-     980,041.2   (mgal)                       NAVD 88
 JX0040
 JX0040  VERT ORDER  -  SECOND    CLASS 0
 JX0040
 JX0040.The horizontal coordinates were scaled from a topographic map and have
 JX0040.an estimated accuracy of +/- 6 seconds.
 JX0040
 JX0040.The orthometric height was determined by differential leveling
 JX0040.and adjusted by the National Geodetic Survey in June 1991..
 JX0040
 JX0040.The geoid height was determined by GEOID03.
 JX0040
 JX0040.The dynamic height is computed by dividing the NAVD 88
 JX0040.geopotential number by the normal gravity value computed on the
 JX0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0040.degrees latitude (g = 980.6199 gals.).
 JX0040
 JX0040.The modeled gravity was interpolated from observed gravity values.
 JX0040
 JX0040;                    North         East    Units  Estimated Accuracy
 JX0040;SPC PA S     -    54,780.      397,320.      MT  (+/- 180 meters Scaled)
 JX0040
 JX0040                          SUPERSEDED SURVEY CONTROL
 JX0040
 JX0040  NGVD 29 (??/??/92)  307.198  (m)         1007.87   (f) ADJ UNCH    2 0
 JX0040
 JX0040.Superseded values are not recommended for survey control.
 JX0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0040.See file dsdata.txt to determine how the superseded data were derived.
 JX0040
 JX0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE755061(NAD 83)
 JX0040_MARKER: DD = SURVEY DISK
 JX0040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0040_SP_SET: BRIDGE
 JX0040_STAMPING: F 119 1935
 JX0040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0040
 JX0040  HISTORY     - Date     Condition        Report By
 JX0040  HISTORY     - 1935     MONUMENTED       USGS
 JX0040  HISTORY     - 1935     GOOD             NGS
 JX0040
 JX0040                          STATION DESCRIPTION
 JX0040
 JX0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JX0040'5.7 MI NW FROM MOUNT MORRIS.
 JX0040'5.7 MILES NORTHWEST ALONG U.S. HIGHWAY 19 FROM THE DUNKARD
 JX0040'CREEK BRIDGE AT MOUNT MORRIS, GREENE COUNTY, AT THE SOUTH EDGE
 JX0040'OF KIRBY, AT CONCRETE BRIDGE 370/30 OVER WHITELY CREEK, AND IN
 JX0040'THE TOP OF THE EAST WING WALL.  A UNITED STATES GEOLOGICAL SURVEY
 JX0040'STANDARD DISK, STAMPED F 119 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1490 ***********************************************************************
 KV1490  DESIGNATION -  F 12
 KV1490  PID         -  KV1490
 KV1490  STATE/COUNTY-  PA/LEHIGH
 KV1490  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV1490
 KV1490                         *CURRENT SURVEY CONTROL
 KV1490  ___________________________________________________________________
 KV1490* NAD 83(1986)-  40 36 05.     (N)    075 27 41.     (W)     SCALED    
 KV1490* NAVD 88     -        75.695  (meters)     248.34   (feet)  ADJUSTED  
 KV1490  ___________________________________________________________________
 KV1490  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 KV1490  DYNAMIC HT  -          75.658 (meters)     248.22  (feet)  COMP
 KV1490  MODELED GRAV-     980,139.5   (mgal)                       NAVD 88
 KV1490
 KV1490  VERT ORDER  -  FIRST     CLASS II
 KV1490
 KV1490.The horizontal coordinates were scaled from a topographic map and have
 KV1490.an estimated accuracy of +/- 6 seconds.
 KV1490
 KV1490.The orthometric height was determined by differential leveling
 KV1490.and adjusted by the National Geodetic Survey in June 1991..
 KV1490
 KV1490.The geoid height was determined by GEOID03.
 KV1490
 KV1490.The dynamic height is computed by dividing the NAVD 88
 KV1490.geopotential number by the normal gravity value computed on the
 KV1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1490.degrees latitude (g = 980.6199 gals.).
 KV1490
 KV1490.The modeled gravity was interpolated from observed gravity values.
 KV1490
 KV1490;                    North         East    Units  Estimated Accuracy
 KV1490;SPC PA S     -   143,310.      793,680.      MT  (+/- 180 meters Scaled)
 KV1490
 KV1490                          SUPERSEDED SURVEY CONTROL
 KV1490
 KV1490  NGVD 29 (??/??/??)   75.915  (m)          249.06   (f) ADJUSTED    1 2
 KV1490
 KV1490.Superseded values are not recommended for survey control.
 KV1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1490.See file dsdata.txt to determine how the superseded data were derived.
 KV1490
 KV1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK609946(NAD 83)
 KV1490_MARKER: DB = BENCH MARK DISK
 KV1490_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1490_SP_SET: ABUTMENT
 KV1490_STAMPING: 249.064 F 12 1932
 KV1490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1490
 KV1490  HISTORY     - Date     Condition        Report By
 KV1490  HISTORY     - 1932     MONUMENTED       CGS
 KV1490  HISTORY     - 1962     GOOD             CGS
 KV1490  HISTORY     - 1979     GOOD             NGS
 KV1490  HISTORY     - 1987     GOOD             LOCSUR
 KV1490  HISTORY     - 1990     GOOD             LOCENG
 KV1490
 KV1490                          STATION DESCRIPTION
 KV1490
 KV1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1490'AT ALLENTOWN.
 KV1490'AT ALLENTOWN, LEHIGH COUNTY, 350 YARDS SOUTH OF THE READING CO.
 KV1490'RAILROAD STATION, AT BRIDGE 0/90, AND IN THE TOP OF THE
 KV1490'NORTHEAST WING WALL OF THE NORTH ABUTMENT.  A STANDARD DISK,
 KV1490'STAMPED 249.064 F 12 1932.
 KV1490
 KV1490                          STATION RECOVERY (1962)
 KV1490
 KV1490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 KV1490'RECOVERED IN GOOD CONDITION.
 KV1490
 KV1490                          STATION RECOVERY (1979)
 KV1490
 KV1490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV1490'RECOVERED IN GOOD CONDITION.
 KV1490
 KV1490                          STATION RECOVERY (1987)
 KV1490
 KV1490'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (CT)
 KV1490'RECOVERED IN GOOD CONDITION.
 KV1490
 KV1490                          STATION RECOVERY (1990)
 KV1490
 KV1490'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990 (PP)
 KV1490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1453 ***********************************************************************
 KX1453  DESIGNATION -  F 120
 KX1453  PID         -  KX1453
 KX1453  STATE/COUNTY-  PA/WASHINGTON
 KX1453  USGS QUAD   -  CALIFORNIA (1979)
 KX1453
 KX1453                         *CURRENT SURVEY CONTROL
 KX1453  ___________________________________________________________________
 KX1453* NAD 83(1986)-  40 01 19.     (N)    079 55 00.     (W)     SCALED    
 KX1453* NAVD 88     -       235.817  (meters)     773.68   (feet)  ADJUSTED  
 KX1453  ___________________________________________________________________
 KX1453  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 KX1453  DYNAMIC HT  -         235.686 (meters)     773.25  (feet)  COMP
 KX1453  MODELED GRAV-     980,065.4   (mgal)                       NAVD 88
 KX1453
 KX1453  VERT ORDER  -  SECOND    CLASS 0
 KX1453
 KX1453.The horizontal coordinates were scaled from a topographic map and have
 KX1453.an estimated accuracy of +/- 6 seconds.
 KX1453
 KX1453.The orthometric height was determined by differential leveling
 KX1453.and adjusted by the National Geodetic Survey in June 1991..
 KX1453
 KX1453.The geoid height was determined by GEOID03.
 KX1453
 KX1453.The dynamic height is computed by dividing the NAVD 88
 KX1453.geopotential number by the normal gravity value computed on the
 KX1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1453.degrees latitude (g = 980.6199 gals.).
 KX1453
 KX1453.The modeled gravity was interpolated from observed gravity values.
 KX1453
 KX1453;                    North         East    Units  Estimated Accuracy
 KX1453;SPC PA S     -    78,730.      415,060.      MT  (+/- 180 meters Scaled)
 KX1453
 KX1453                          SUPERSEDED SURVEY CONTROL
 KX1453
 KX1453  NGVD 29 (??/??/92)  235.979  (m)          774.21   (f) ADJ UNCH    2 0
 KX1453
 KX1453.Superseded values are not recommended for survey control.
 KX1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1453.See file dsdata.txt to determine how the superseded data were derived.
 KX1453
 KX1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE924307(NAD 83)
 KX1453_MARKER: DB = BENCH MARK DISK
 KX1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1453_SP_SET: CONCRETE POST
 KX1453_STAMPING: F 120 1935
 KX1453_MARK LOGO: CGS   
 KX1453_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX1453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1453+STABILITY: SURFACE MOTION
 KX1453
 KX1453  HISTORY     - Date     Condition        Report By
 KX1453  HISTORY     - 1935     MONUMENTED       CGS
 KX1453  HISTORY     - 1983     MARK NOT FOUND   NGS
 KX1453  HISTORY     - 19890714 GOOD             HARTMN
 KX1453
 KX1453                          STATION DESCRIPTION
 KX1453
 KX1453'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX1453'2.3 MI SW FROM WEST BROWNSVILLE JUNCTION.
 KX1453'ABOUT 2.3 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX1453'WEST BROWNSVILLE JUNCTION, WASHINGTON COUNTY, ABOUT 0.4 MILE
 KX1453'WEST OF MILEPOST 54, ABOUT 175 FEET WEST OF THE SUNOCO GAS
 KX1453'CO. WHOLESALE PLANT, AT THE NORTHWEST CORNER OF A FENCE, AND
 KX1453'40 FEET SOUTH OF THE RAIL.  A STANDARD DISK, STAMPED F 120
 KX1453'1935 AND SET IN THE TOP OF A CONCRETE POST.
 KX1453
 KX1453                          STATION RECOVERY (1983)
 KX1453
 KX1453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1453'NOT RECOVERED, A THOROUGH SEARCH WAS MADE FOR THE MARK.
 KX1453
 KX1453                          STATION RECOVERY (1989)
 KX1453
 KX1453'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1989
 KX1453'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 57.6, ABOUT 2.3 MI
 KX1453'(3.7 KM) SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM WEST
 KX1453'BROWNSVILLE JUNCTION, WASHINGTON COUNTY, ABOUT 0.4 MI (0.6 KM) WEST
 KX1453'OF MILEPOST 54, ABOUT 175 FT (53.3 MT) WEST OF THE FORMER SUNOCO GAS
 KX1453'COMPANY WHOLESALE PLANT (NOW OCCUPIED BY JONES AND LAUGHLIN STEEL
 KX1453'COMPANY), AT THE NORTHWEST CORNER OF A FENCE, 36 FT (11.0 MT) SOUTH
 KX1453'OF THE SOUTH RAIL OF THE RAILROAD, 13.3 FT (4.1 MT) NORTHWEST OF A
 KX1453'GATE POST, AND 2.2 FT (0.7 MT) SOUTHEAST OF WEST PENN POWER COMPANY
 KX1453'POLE NO. 11682, A STANDARD USCGS BENCHMARK DISK SET IN TOP OF
 KX1453'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0916 ***********************************************************************
 JW0916  DESIGNATION -  F 121
 JW0916  PID         -  JW0916
 JW0916  STATE/COUNTY-  PA/FAYETTE
 JW0916  USGS QUAD   -  UNIONTOWN (1977)
 JW0916
 JW0916                         *CURRENT SURVEY CONTROL
 JW0916  ___________________________________________________________________
 JW0916* NAD 83(1986)-  39 58 08.     (N)    079 44 45.     (W)     SCALED    
 JW0916* NAVD 88     -       279.173  (meters)     915.92   (feet)  POSTED    
 JW0916  ___________________________________________________________________
 JW0916  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 JW0916  DYNAMIC HT  -         279.020 (meters)     915.42  (feet)  COMP
 JW0916  MODELED GRAV-     980,052.1   (mgal)                       NAVD 88
 JW0916
 JW0916  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JW0916
 JW0916.The horizontal coordinates were scaled from a topographic map and have
 JW0916.an estimated accuracy of +/- 6 seconds.
 JW0916
 JW0916.The orthometric height was determined by differential leveling
 JW0916.and adjusted by the National Geodetic Survey in 1992..
 JW0916.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JW0916.rate of 4.1 thru 8.0 mm/km.
 JW0916
 JW0916.The geoid height was determined by GEOID03.
 JW0916
 JW0916.The dynamic height is computed by dividing the NAVD 88
 JW0916.geopotential number by the normal gravity value computed on the
 JW0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0916.degrees latitude (g = 980.6199 gals.).
 JW0916
 JW0916.The modeled gravity was interpolated from observed gravity values.
 JW0916
 JW0916;                    North         East    Units  Estimated Accuracy
 JW0916;SPC PA S     -    72,500.      429,510.      MT  (+/- 180 meters Scaled)
 JW0916
 JW0916                          SUPERSEDED SURVEY CONTROL
 JW0916
 JW0916  NGVD 29 (??/??/92)  279.300  (m)          916.34   (f) ADJ UNCH    1 2
 JW0916
 JW0916.Superseded values are not recommended for survey control.
 JW0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0916.See file dsdata.txt to determine how the superseded data were derived.
 JW0916
 JW0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE071250(NAD 83)
 JW0916_MARKER: DB = BENCH MARK DISK
 JW0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0916_STAMPING: F 121 1935
 JW0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0916+STABILITY: SURFACE MOTION
 JW0916
 JW0916  HISTORY     - Date     Condition        Report By
 JW0916  HISTORY     - 1935     MONUMENTED       CGS
 JW0916  HISTORY     - 1983     MARK NOT FOUND   NGS
 JW0916
 JW0916                          STATION DESCRIPTION
 JW0916
 JW0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0916'AT UPPER MIDDLETOWN.
 JW0916'AT UPPER MIDDLETOWN, ON THE PENNSYLVANIA RAILROAD, 180 FEET
 JW0916'NORTHEAST OF THE STATION WAITING ROOM, 0.5 MILE NORTH OF MILEPOST
 JW0916'64, 27 FEET EAST OF THE EAST RAIL, AND 36 FEET NORTH OF THE
 JW0916'CENTERLINE OF A ROAD WHICH CROSSES THE TRACK.  A STANDARD DISK,
 JW0916'STAMPED F 121 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JW0916
 JW0916                          STATION RECOVERY (1983)
 JW0916
 JW0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0916'NOT RECOVERED, CONSIDERED DESTROYED AS GRADING HAS BEEN DONE AT THE
 JW0916'MARK LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0489 ***********************************************************************
 KX0489  DESIGNATION -  F 123
 KX0489  PID         -  KX0489
 KX0489  STATE/COUNTY-  PA/CAMBRIA
 KX0489  USGS QUAD   -  JOHNSTOWN (1981)
 KX0489
 KX0489                         *CURRENT SURVEY CONTROL
 KX0489  ___________________________________________________________________
 KX0489* NAD 83(1986)-  40 20 20.     (N)    078 55 48.     (W)     SCALED    
 KX0489* NAVD 88     -       358.868  (meters)    1177.39   (feet)  ADJUSTED  
 KX0489  ___________________________________________________________________
 KX0489  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KX0489  DYNAMIC HT  -         358.677 (meters)    1176.76  (feet)  COMP
 KX0489  MODELED GRAV-     980,082.4   (mgal)                       NAVD 88
 KX0489
 KX0489  VERT ORDER  -  FIRST     CLASS I
 KX0489
 KX0489.The horizontal coordinates were scaled from a topographic map and have
 KX0489.an estimated accuracy of +/- 6 seconds.
 KX0489
 KX0489.The orthometric height was determined by differential leveling
 KX0489.and adjusted by the National Geodetic Survey in June 1991..
 KX0489
 KX0489.The geoid height was determined by GEOID03.
 KX0489
 KX0489.The dynamic height is computed by dividing the NAVD 88
 KX0489.geopotential number by the normal gravity value computed on the
 KX0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0489.degrees latitude (g = 980.6199 gals.).
 KX0489
 KX0489.The modeled gravity was interpolated from observed gravity values.
 KX0489
 KX0489;                    North         East    Units  Estimated Accuracy
 KX0489;SPC PA S     -   112,320.      499,740.      MT  (+/- 180 meters Scaled)
 KX0489
 KX0489                          SUPERSEDED SURVEY CONTROL
 KX0489
 KX0489  NGVD 29 (??/??/92)  359.042  (m)         1177.96   (f) ADJ UNCH    1 1
 KX0489
 KX0489.Superseded values are not recommended for survey control.
 KX0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0489.See file dsdata.txt to determine how the superseded data were derived.
 KX0489
 KX0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE758674(NAD 83)
 KX0489_MARKER: DB = BENCH MARK DISK
 KX0489_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0489_SP_SET: ABUTMENT
 KX0489_STAMPING: F 123 1941
 KX0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0489
 KX0489  HISTORY     - Date     Condition        Report By
 KX0489  HISTORY     - 1941     MONUMENTED       CGS
 KX0489  HISTORY     - 1966     GOOD             NGS
 KX0489  HISTORY     - 1974     GOOD             NGS
 KX0489
 KX0489                          STATION DESCRIPTION
 KX0489
 KX0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0489'0.8 MI NW FROM JOHNSTOWN.
 KX0489'ABOUT 0.8 MILE NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0489'STATION AT JOHNSTOWN, 0.1 MILE SOUTHEAST OF MILEPOST 276, SET
 KX0489'VERTICALLY IN THE SOUTHWEST FACE OF THE NORTHEAST ABUTMENT
 KX0489'OF THE GILBERT STREET OVERPASS, 31 FEET NORTHEAST OF AND
 KX0489'ACROSS SIDE TRACK FROM THE NORTHEAST RAIL OF THE MAIN TRACK,
 KX0489'13 FEET NORTHWEST OF THE SOUTHEAST END OF THE ABUTMENT, 4 FEET
 KX0489'ABOVE THE LEVEL OF THE GROUND AND 1 FOOT ABOVE THE LEVEL OF THE
 KX0489'MAIN TRACK.
 KX0489
 KX0489                          STATION RECOVERY (1974)
 KX0489
 KX0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KX0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0987 ***********************************************************************
 KX0987  DESIGNATION -  F 124
 KX0987  PID         -  KX0987
 KX0987  STATE/COUNTY-  PA/WESTMORELAND
 KX0987  USGS QUAD   -  BOLIVAR (1993)
 KX0987
 KX0987                         *CURRENT SURVEY CONTROL
 KX0987  ___________________________________________________________________
 KX0987* NAD 83(1986)-  40 25 10.     (N)    079 13 17.     (W)     SCALED    
 KX0987* NAVD 88     -       339.890  (meters)    1115.12   (feet)  ADJUSTED  
 KX0987  ___________________________________________________________________
 KX0987  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KX0987  DYNAMIC HT  -         339.712 (meters)    1114.54  (feet)  COMP
 KX0987  MODELED GRAV-     980,091.9   (mgal)                       NAVD 88
 KX0987
 KX0987  VERT ORDER  -  FIRST     CLASS II
 KX0987
 KX0987.The horizontal coordinates were scaled from a topographic map and have
 KX0987.an estimated accuracy of +/- 6 seconds.
 KX0987
 KX0987.The orthometric height was determined by differential leveling
 KX0987.and adjusted by the National Geodetic Survey in June 1991..
 KX0987
 KX0987.The geoid height was determined by GEOID03.
 KX0987
 KX0987.The dynamic height is computed by dividing the NAVD 88
 KX0987.geopotential number by the normal gravity value computed on the
 KX0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0987.degrees latitude (g = 980.6199 gals.).
 KX0987
 KX0987.The modeled gravity was interpolated from observed gravity values.
 KX0987
 KX0987;                    North         East    Units  Estimated Accuracy
 KX0987;SPC PA S     -   121,640.      475,140.      MT  (+/- 180 meters Scaled)
 KX0987
 KX0987                          SUPERSEDED SURVEY CONTROL
 KX0987
 KX0987  NGVD 29 (??/??/92)  340.06   (m)         1115.7    (f) COMPUTED    1 2
 KX0987
 KX0987.Superseded values are not recommended for survey control.
 KX0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0987.See file dsdata.txt to determine how the superseded data were derived.
 KX0987
 KX0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE508758(NAD 83)
 KX0987_MARKER: DB = BENCH MARK DISK
 KX0987_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0987_SP_SET: STONE WALL
 KX0987_STAMPING: F 124 1941
 KX0987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0987
 KX0987  HISTORY     - Date     Condition        Report By
 KX0987  HISTORY     - 1941     MONUMENTED       CGS
 KX0987  HISTORY     - 1966     MARK NOT FOUND   NGS
 KX0987
 KX0987                          STATION DESCRIPTION
 KX0987
 KX0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0987'AT TORRANCE.
 KX0987'AT TORRANCE, WESTMORELAND COUNTY, ON THE PENNSYLVANIA RAILROAD,
 KX0987'360 FEET EAST OF THE STATION, 4.5 FEET SOUTH OF THE SOUTH RAIL,
 KX0987'IN THE TOP OF THE EAST END OF A STONE WALL, AND ABOUT 2 FEET
 KX0987'ABOVE THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED F 124 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1205 ***********************************************************************
 KX1205  DESIGNATION -  F 125
 KX1205  PID         -  KX1205
 KX1205  STATE/COUNTY-  PA/WESTMORELAND
 KX1205  USGS QUAD   -  GREENSBURG (1993)
 KX1205
 KX1205                         *CURRENT SURVEY CONTROL
 KX1205  ___________________________________________________________________
 KX1205* NAD 83(1986)-  40 18 29.     (N)    079 33 51.     (W)     SCALED    
 KX1205* NAVD 88     -       349.064  (meters)    1145.22   (feet)  ADJUSTED  
 KX1205  ___________________________________________________________________
 KX1205  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KX1205  DYNAMIC HT  -         348.876 (meters)    1144.60  (feet)  COMP
 KX1205  MODELED GRAV-     980,077.9   (mgal)                       NAVD 88
 KX1205
 KX1205  VERT ORDER  -  FIRST     CLASS I
 KX1205
 KX1205.The horizontal coordinates were scaled from a topographic map and have
 KX1205.an estimated accuracy of +/- 6 seconds.
 KX1205
 KX1205.The orthometric height was determined by differential leveling
 KX1205.and adjusted by the National Geodetic Survey in June 1991..
 KX1205
 KX1205.The geoid height was determined by GEOID03.
 KX1205
 KX1205.The dynamic height is computed by dividing the NAVD 88
 KX1205.geopotential number by the normal gravity value computed on the
 KX1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1205.degrees latitude (g = 980.6199 gals.).
 KX1205
 KX1205.The modeled gravity was interpolated from observed gravity values.
 KX1205
 KX1205;                    North         East    Units  Estimated Accuracy
 KX1205;SPC PA S     -   109,810.      445,800.      MT  (+/- 180 meters Scaled)
 KX1205
 KX1205                          SUPERSEDED SURVEY CONTROL
 KX1205
 KX1205  NGVD 29 (??/??/92)  349.220  (m)         1145.73   (f) ADJ UNCH    1 1
 KX1205
 KX1205.Superseded values are not recommended for survey control.
 KX1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1205.See file dsdata.txt to determine how the superseded data were derived.
 KX1205
 KX1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE220629(NAD 83)
 KX1205_MARKER: DB = BENCH MARK DISK
 KX1205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1205_SP_SET: OVERPASS HEADWALL
 KX1205_STAMPING: F 125 1941
 KX1205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1205
 KX1205  HISTORY     - Date     Condition        Report By
 KX1205  HISTORY     - 1941     MONUMENTED       CGS
 KX1205  HISTORY     - 1966     GOOD             NGS
 KX1205  HISTORY     - 1987     GOOD             LOCSUR
 KX1205
 KX1205                          STATION DESCRIPTION
 KX1205
 KX1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX1205'1 MI W FROM GREENSBURG.
 KX1205'ABOUT 1.0 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1205'STATION AT GREENSBURG, ABOUT 1 1/2 RAILS WEST OF MILEPOST NO.
 KX1205'323, SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEADWALL
 KX1205'TO AN ARCHED STONE RAILROAD OVERPASS OVER A GRAVELED ROAD, 4.2
 KX1205'FEET NORTH OF THE NORTH RAIL OF THE NORTH ONE OF 4 TRACKS, 1
 KX1205'FOOT WEST OF THE EAST END OF THE HEADWALL AND ABOUT 1 1/2 FEET
 KX1205'BELOW THE LEVEL OF TRACK.
 KX1205
 KX1205                          STATION RECOVERY (1987)
 KX1205
 KX1205'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (BW)
 KX1205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0450 ***********************************************************************
 JW0450  DESIGNATION -  F 126
 JW0450  PID         -  JW0450
 JW0450  STATE/COUNTY-  PA/SOMERSET
 JW0450  USGS QUAD   -  FAIRHOPE (1973)
 JW0450
 JW0450                         *CURRENT SURVEY CONTROL
 JW0450  ___________________________________________________________________
 JW0450* NAD 83(1986)-  39 49 49.     (N)    078 49 14.     (W)     SCALED    
 JW0450* NAVD 88     -       462.517  (meters)    1517.44   (feet)  ADJUSTED  
 JW0450  ___________________________________________________________________
 JW0450  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 JW0450  DYNAMIC HT  -         462.220 (meters)    1516.47  (feet)  COMP
 JW0450  MODELED GRAV-     979,970.1   (mgal)                       NAVD 88
 JW0450
 JW0450  VERT ORDER  -  FIRST     CLASS II
 JW0450
 JW0450.The horizontal coordinates were scaled from a topographic map and have
 JW0450.an estimated accuracy of +/- 6 seconds.
 JW0450
 JW0450.The orthometric height was determined by differential leveling
 JW0450.and adjusted by the National Geodetic Survey in June 1991..
 JW0450
 JW0450.The geoid height was determined by GEOID03.
 JW0450
 JW0450.The dynamic height is computed by dividing the NAVD 88
 JW0450.geopotential number by the normal gravity value computed on the
 JW0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0450.degrees latitude (g = 980.6199 gals.).
 JW0450
 JW0450.The modeled gravity was interpolated from observed gravity values.
 JW0450
 JW0450;                    North         East    Units  Estimated Accuracy
 JW0450;SPC PA S     -    55,730.      508,360.      MT  (+/- 180 meters Scaled)
 JW0450
 JW0450                          SUPERSEDED SURVEY CONTROL
 JW0450
 JW0450  NGVD 29 (??/??/92)  462.64   (m)         1517.8    (f) COMPUTED    1 2
 JW0450
 JW0450.Superseded values are not recommended for survey control.
 JW0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0450.See file dsdata.txt to determine how the superseded data were derived.
 JW0450
 JW0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE865111(NAD 83)
 JW0450_MARKER: DB = BENCH MARK DISK
 JW0450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0450_SP_SET: SWITCH FOUNDATION
 JW0450_STAMPING: F 126 1941
 JW0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0450
 JW0450  HISTORY     - Date     Condition        Report By
 JW0450  HISTORY     - 1941     MONUMENTED       CGS
 JW0450  HISTORY     - 1967     MARK NOT FOUND   USGS
 JW0450
 JW0450                          STATION DESCRIPTION
 JW0450
 JW0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0450'1.7 MI NE FROM GLENCOE.
 JW0450'1.7 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0450'GLENCOE, SOMERSET COUNTY, 210 YARDS SOUTHWEST OF THE SIGNAL HOUSE
 JW0450'AT FOLEY, 68 FEET SOUTHWEST OF A BLOCK SIGNAL (NOT NUMBERED), 22
 JW0450'FEET NORTHEAST OF THE FIRST POLE SOUTHWEST OF THE SIGNAL, IN A
 JW0450'SWITCH FOUNDATION 1.4 FEET NORTHEAST OF THE SOUTHWEST EDGE, 0.7
 JW0450'FOOT NORTHWEST OF THE SOUTHEAST EDGE, 5.8 FEET SOUTHEAST OF THE
 JW0450'SOUTHEAST RAIL OF THE SOUTHEAST TRACK, AND 1.5 FEET LOWER THAN
 JW0450'THE TRACK.  A STANDARD DISK, STAMPED F 126 1941.
 JW0450
 JW0450                          STATION RECOVERY (1967)
 JW0450
 JW0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JW0450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0543 ***********************************************************************
 JW0543  DESIGNATION -  F 127
 JW0543  PID         -  JW0543
 JW0543  STATE/COUNTY-  PA/SOMERSET
 JW0543  USGS QUAD   -  ROCKWOOD (1981)
 JW0543
 JW0543                         *CURRENT SURVEY CONTROL
 JW0543  ___________________________________________________________________
 JW0543* NAD 83(1986)-  39 54 34.     (N)    079 08 35.     (W)     SCALED    
 JW0543* NAVD 88     -       556.311  (meters)    1825.16   (feet)  ADJUSTED  
 JW0543  ___________________________________________________________________
 JW0543  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 JW0543  DYNAMIC HT  -         555.959 (meters)    1824.01  (feet)  COMP
 JW0543  MODELED GRAV-     979,976.4   (mgal)                       NAVD 88
 JW0543
 JW0543  VERT ORDER  -  FIRST     CLASS II
 JW0543
 JW0543.The horizontal coordinates were scaled from a topographic map and have
 JW0543.an estimated accuracy of +/- 6 seconds.
 JW0543
 JW0543.The orthometric height was determined by differential leveling
 JW0543.and adjusted by the National Geodetic Survey in June 1991..
 JW0543
 JW0543.The geoid height was determined by GEOID03.
 JW0543
 JW0543.The dynamic height is computed by dividing the NAVD 88
 JW0543.geopotential number by the normal gravity value computed on the
 JW0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0543.degrees latitude (g = 980.6199 gals.).
 JW0543
 JW0543.The modeled gravity was interpolated from observed gravity values.
 JW0543
 JW0543;                    North         East    Units  Estimated Accuracy
 JW0543;SPC PA S     -    64,910.      480,890.      MT  (+/- 180 meters Scaled)
 JW0543
 JW0543                          SUPERSEDED SURVEY CONTROL
 JW0543
 JW0543  NGVD 29 (??/??/92)  556.424  (m)         1825.53   (f) ADJ UNCH    1 2
 JW0543
 JW0543.Superseded values are not recommended for survey control.
 JW0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0543.See file dsdata.txt to determine how the superseded data were derived.
 JW0543
 JW0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE587193(NAD 83)
 JW0543_MARKER: DB = BENCH MARK DISK
 JW0543_SETTING: 80 = SET IN A BOULDER
 JW0543_SP_SET: BOULDER
 JW0543_STAMPING: F 127 1941
 JW0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0543+STABILITY: SURFACE MOTION
 JW0543
 JW0543  HISTORY     - Date     Condition        Report By
 JW0543  HISTORY     - 1941     MONUMENTED       CGS
 JW0543
 JW0543                          STATION DESCRIPTION
 JW0543
 JW0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0543'0.5 MI SE FROM ROCKWOOD.
 JW0543'0.5 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0543'STATION AT ROCKWOOD, SOMERSET COUNTY, AT THE SOUTH END OF A
 JW0543'CURVE FROM WEST TO SOUTH, 10 FEET SOUTHWEST OF POLE 226/03,
 JW0543'28.6 FEET EAST OF THE EAST RAIL OF THE WEST BOUND TRACK, IN THE
 JW0543'TOP OF A LARGE BOULDER AND LEVEL WITH THE TRACK.  A STANDARD
 JW0543'DISK, STAMPED F 127 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0591 ***********************************************************************
 JW0591  DESIGNATION -  F 128
 JW0591  PID         -  JW0591
 JW0591  STATE/COUNTY-  PA/FAYETTE
 JW0591  USGS QUAD   -  MILL RUN (1980)
 JW0591
 JW0591                         *CURRENT SURVEY CONTROL
 JW0591  ___________________________________________________________________
 JW0591* NAD 83(1986)-  39 54 40.     (N)    079 28 59.     (W)     SCALED    
 JW0591* NAVD 88     -       348.026  (meters)    1141.82   (feet)  ADJUSTED  
 JW0591  ___________________________________________________________________
 JW0591  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 JW0591  DYNAMIC HT  -         347.820 (meters)    1141.14  (feet)  COMP
 JW0591  MODELED GRAV-     980,024.6   (mgal)                       NAVD 88
 JW0591
 JW0591  VERT ORDER  -  FIRST     CLASS II
 JW0591
 JW0591.The horizontal coordinates were scaled from a topographic map and have
 JW0591.an estimated accuracy of +/- 6 seconds.
 JW0591
 JW0591.The orthometric height was determined by differential leveling
 JW0591.and adjusted by the National Geodetic Survey in June 1991..
 JW0591
 JW0591.The geoid height was determined by GEOID03.
 JW0591
 JW0591.The dynamic height is computed by dividing the NAVD 88
 JW0591.geopotential number by the normal gravity value computed on the
 JW0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0591.degrees latitude (g = 980.6199 gals.).
 JW0591
 JW0591.The modeled gravity was interpolated from observed gravity values.
 JW0591
 JW0591;                    North         East    Units  Estimated Accuracy
 JW0591;SPC PA S     -    65,610.      451,830.      MT  (+/- 180 meters Scaled)
 JW0591
 JW0591                          SUPERSEDED SURVEY CONTROL
 JW0591
 JW0591  NGVD 29 (??/??/92)  348.185  (m)         1142.34   (f) ADJ UNCH    1 2
 JW0591
 JW0591.Superseded values are not recommended for survey control.
 JW0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0591.See file dsdata.txt to determine how the superseded data were derived.
 JW0591
 JW0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE296189(NAD 83)
 JW0591_MARKER: DB = BENCH MARK DISK
 JW0591_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0591_SP_SET: RETAINING WALL
 JW0591_STAMPING: F 128 1941
 JW0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0591
 JW0591  HISTORY     - Date     Condition        Report By
 JW0591  HISTORY     - 1941     MONUMENTED       CGS
 JW0591
 JW0591                          STATION DESCRIPTION
 JW0591
 JW0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0591'3.5 MI NW FROM OHIOPYLE.
 JW0591'3.5 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0591'THE STATION AT OHIOPYLE, FAYETTE COUNTY, IN THE CORNER OF A
 JW0591'CONCRETE RETAINING WALL, AT THE WEST END, 1.3 FEET EAST OF THE
 JW0591'EAST END OF THE WALL, AND 5.4 FEET NORTH OF THE NORTH RAIL OF THE
 JW0591'WEST BOUND TRACK.  A STANDARD DISK, STAMPED F 128 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0940 ***********************************************************************
 JW0940  DESIGNATION -  F 129
 JW0940  PID         -  JW0940
 JW0940  STATE/COUNTY-  PA/FAYETTE
 JW0940  USGS QUAD   -  SOUTH CONNELLSVILLE (1973)
 JW0940
 JW0940                         *CURRENT SURVEY CONTROL
 JW0940  ___________________________________________________________________
 JW0940* NAD 83(1986)-  39 59 06.     (N)    079 36 40.     (W)     SCALED    
 JW0940* NAVD 88     -       288.132  (meters)     945.31   (feet)  POSTED    
 JW0940  ___________________________________________________________________
 JW0940  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 JW0940  DYNAMIC HT  -         287.970 (meters)     944.78  (feet)  COMP
 JW0940  MODELED GRAV-     980,043.9   (mgal)                       NAVD 88
 JW0940
 JW0940  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JW0940
 JW0940.The horizontal coordinates were scaled from a topographic map and have
 JW0940.an estimated accuracy of +/- 6 seconds.
 JW0940
 JW0940.The orthometric height was determined by differential leveling
 JW0940.and adjusted by the National Geodetic Survey in 1992..
 JW0940.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JW0940.rate of 4.1 thru 8.0 mm/km.
 JW0940
 JW0940.The geoid height was determined by GEOID03.
 JW0940
 JW0940.The dynamic height is computed by dividing the NAVD 88
 JW0940.geopotential number by the normal gravity value computed on the
 JW0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0940.degrees latitude (g = 980.6199 gals.).
 JW0940
 JW0940.The modeled gravity was interpolated from observed gravity values.
 JW0940
 JW0940;                    North         East    Units  Estimated Accuracy
 JW0940;SPC PA S     -    74,030.      441,050.      MT  (+/- 180 meters Scaled)
 JW0940
 JW0940                          SUPERSEDED SURVEY CONTROL
 JW0940
 JW0940  NGVD 29 (??/??/92)  288.296  (m)          945.85   (f) ADJ UNCH    1 2
 JW0940
 JW0940.Superseded values are not recommended for survey control.
 JW0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0940.See file dsdata.txt to determine how the superseded data were derived.
 JW0940
 JW0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE185270(NAD 83)
 JW0940_MARKER: DB = BENCH MARK DISK
 JW0940_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0940_SP_SET: BRIDGE
 JW0940_STAMPING: F 129 1941
 JW0940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0940
 JW0940  HISTORY     - Date     Condition        Report By
 JW0940  HISTORY     - 1941     MONUMENTED       CGS
 JW0940
 JW0940                          STATION DESCRIPTION
 JW0940
 JW0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0940'0.9 MI NE FROM DUNBAR.
 JW0940'ABOUT 0.9 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JW0940'FROM THE STATION AT DUNBAR, FAYETTE COUNTY, ABOUT 0.2 MILE NORTH
 JW0940'OF THE WESTERN MARYLAND ROUNDHOUSE, AT A BRIDGE, IN THE TOP OF
 JW0940'THE NORTH ABUTMENT BETWEEN THE DOUBLE TRACKS, 9.9 FEET WEST OF
 JW0940'THE WEST RAIL OF THE EAST-BOUND TRACK, AND 3.9 FEET EAST OF THE
 JW0940'EAST RAIL OF THE WEST-BOUND TRACK.  A STANDARD DISK, STAMPED
 JW0940'F 129 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0010 ***********************************************************************
 ND0010  DESIGNATION -  F 13
 ND0010  PID         -  ND0010
 ND0010  STATE/COUNTY-  PA/ERIE
 ND0010  USGS QUAD   -  ERIE SOUTH (1996)
 ND0010
 ND0010                         *CURRENT SURVEY CONTROL
 ND0010  ___________________________________________________________________
 ND0010* NAD 83(1986)-  42 07 14.     (N)    080 04 54.     (W)     SCALED    
 ND0010* NAVD 88     -       212.116  (meters)     695.92   (feet)  ADJUSTED  
 ND0010  ___________________________________________________________________
 ND0010  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 ND0010  DYNAMIC HT  -         212.040 (meters)     695.67  (feet)  COMP
 ND0010  MODELED GRAV-     980,259.3   (mgal)                       NAVD 88
 ND0010
 ND0010  VERT ORDER  -  FIRST     CLASS II
 ND0010
 ND0010.The horizontal coordinates were scaled from a topographic map and have
 ND0010.an estimated accuracy of +/- 6 seconds.
 ND0010
 ND0010.The orthometric height was determined by differential leveling
 ND0010.and adjusted by the National Geodetic Survey in June 1991..
 ND0010
 ND0010.The geoid height was determined by GEOID03.
 ND0010
 ND0010.The dynamic height is computed by dividing the NAVD 88
 ND0010.geopotential number by the normal gravity value computed on the
 ND0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0010.degrees latitude (g = 980.6199 gals.).
 ND0010
 ND0010.The modeled gravity was interpolated from observed gravity values.
 ND0010
 ND0010;                    North         East    Units  Estimated Accuracy
 ND0010;SPC PA N     -   219,590.      407,200.      MT  (+/- 180 meters Scaled)
 ND0010
 ND0010                          SUPERSEDED SURVEY CONTROL
 ND0010
 ND0010  NGVD 29 (06/03/92)  212.295  (m)          696.50   (f) ADJUSTED    1 2
 ND0010
 ND0010.Superseded values are not recommended for survey control.
 ND0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0010.See file dsdata.txt to determine how the superseded data were derived.
 ND0010
 ND0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG759635(NAD 83)
 ND0010_MARKER: DB = BENCH MARK DISK
 ND0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ND0010_SP_SET: WALL
 ND0010_STAMPING: F 13 1934
 ND0010_MARK LOGO: CGS   
 ND0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ND0010
 ND0010  HISTORY     - Date     Condition        Report By
 ND0010  HISTORY     - 1934     MONUMENTED       CGS
 ND0010  HISTORY     - 1961     GOOD             NGS
 ND0010  HISTORY     - 1981     GOOD             NGS
 ND0010  HISTORY     - 1982     GOOD             NGS
 ND0010
 ND0010                          STATION DESCRIPTION
 ND0010
 ND0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ND0010'AT ERIE.
 ND0010'AT ERIE, ERIE COUNTY, AT THE SOUTHEAST CORNER OF UNION STATION, IN
 ND0010'THE SOUTH WALL, 10 INCHES WEST OF THE EAST END OF THE BUILDING, AND
 ND0010'2-1/2 FEET ABOVE THE TOP OF THE RAIL. A STANDARD DISK, STAMPED F 13
 ND0010'1934 AND SET VERTICALLY.
 ND0010
 ND0010                          STATION RECOVERY (1981)
 ND0010
 ND0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 ND0010'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 ND0010'IN ERIE, AT THE JUNCTION OF WEST 14TH STREET AND PEACH STREET, THE
 ND0010'MARK IS IN THE SOUTH FACE OF THE AMTRACK RAILROAD PASSENGER STATION
 ND0010'AND NEAR THE SOUTHEAST CORNER OF THE BUILDING, 0.45 METER (1.5 FEET)
 ND0010'WEST OF THE WEST FACE OF THE NORTH CONCRETE GUARDRAIL OF THE RAILROAD
 ND0010'BRIDGE OVER WEST 14TH STREET AND 0.27 METER (0.9 FEET) WEST OF
 ND0010'THE SOUTHEAST CORNER OF THE STATION.
 ND0010'THE MARK IS 0.82 M ABOVE GROUND.
 ND0010
 ND0010                          STATION RECOVERY (1982)
 ND0010
 ND0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ND0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1363 ***********************************************************************
 KX1363  DESIGNATION -  F 130
 KX1363  PID         -  KX1363
 KX1363  STATE/COUNTY-  PA/WESTMORELAND
 KX1363  USGS QUAD   -  MC KEESPORT (1993)
 KX1363
 KX1363                         *CURRENT SURVEY CONTROL
 KX1363  ___________________________________________________________________
 KX1363* NAD 83(1986)-  40 16 39.     (N)    079 47 43.     (W)     SCALED    
 KX1363* NAVD 88     -       233.156  (meters)     764.95   (feet)  ADJUSTED  
 KX1363  ___________________________________________________________________
 KX1363  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KX1363  DYNAMIC HT  -         233.034 (meters)     764.55  (feet)  COMP
 KX1363  MODELED GRAV-     980,096.9   (mgal)                       NAVD 88
 KX1363
 KX1363  VERT ORDER  -  FIRST     CLASS II
 KX1363
 KX1363.The horizontal coordinates were scaled from a topographic map and have
 KX1363.an estimated accuracy of +/- 6 seconds.
 KX1363
 KX1363.The orthometric height was determined by differential leveling
 KX1363.and adjusted by the National Geodetic Survey in June 1991..
 KX1363
 KX1363.The geoid height was determined by GEOID03.
 KX1363
 KX1363.The dynamic height is computed by dividing the NAVD 88
 KX1363.geopotential number by the normal gravity value computed on the
 KX1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1363.degrees latitude (g = 980.6199 gals.).
 KX1363
 KX1363.The modeled gravity was interpolated from observed gravity values.
 KX1363
 KX1363;                    North         East    Units  Estimated Accuracy
 KX1363;SPC PA S     -   106,850.      426,080.      MT  (+/- 180 meters Scaled)
 KX1363
 KX1363                          SUPERSEDED SURVEY CONTROL
 KX1363
 KX1363  NGVD 29 (??/??/92)  233.338  (m)          765.54   (f) ADJ UNCH    1 2
 KX1363
 KX1363.Superseded values are not recommended for survey control.
 KX1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1363.See file dsdata.txt to determine how the superseded data were derived.
 KX1363
 KX1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE024592(NAD 83)
 KX1363_MARKER: DB = BENCH MARK DISK
 KX1363_SETTING: 80 = SET IN A BOULDER
 KX1363_SP_SET: BOULDER
 KX1363_STAMPING: F 130 1941
 KX1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1363+STABILITY: SURFACE MOTION
 KX1363
 KX1363  HISTORY     - Date     Condition        Report By
 KX1363  HISTORY     - 1941     MONUMENTED       CGS
 KX1363  HISTORY     - 1952     GOOD             NGS
 KX1363
 KX1363                          STATION DESCRIPTION
 KX1363
 KX1363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KX1363'7 MI NW FROM WEST NEWTON.
 KX1363'7.0 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KX1363'FROM THE MUNICIPAL BUILDING AT WEST NEWTON, WESTMORELAND COUNTY,
 KX1363'17 RAILS SOUTHWEST OF MILEPOST 302, AT THE MIDDLE OF A LONG
 KX1363'CURVE FROM SOUTHEAST TO NORTHEAST, 62.4 FEET SOUTHEAST OF POLE
 KX1363'301/45, 25.9 FEET EAST OF THE EAST RAIL OF THE WEST BOUND
 KX1363'TRACK, AND IN THE TOP OF A LARGE SLOPING BOULDER.  A STANDARD
 KX1363'DISK, STAMPED F 130 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1269 ***********************************************************************
 KX1269  DESIGNATION -  F 131
 KX1269  PID         -  KX1269
 KX1269  STATE/COUNTY-  PA/ALLEGHENY
 KX1269  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1269
 KX1269                         *CURRENT SURVEY CONTROL
 KX1269  ___________________________________________________________________
 KX1269* NAD 83(1986)-  40 26 02.     (N)    079 59 45.     (W)     SCALED    
 KX1269* NAVD 88     -       224.439  (meters)     736.35   (feet)  ADJUSTED  
 KX1269  ___________________________________________________________________
 KX1269  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KX1269  DYNAMIC HT  -         224.323 (meters)     735.97  (feet)  COMP
 KX1269  MODELED GRAV-     980,101.3   (mgal)                       NAVD 88
 KX1269
 KX1269  VERT ORDER  -  FIRST     CLASS I
 KX1269
 KX1269.The horizontal coordinates were scaled from a topographic map and have
 KX1269.an estimated accuracy of +/- 6 seconds.
 KX1269
 KX1269.The orthometric height was determined by differential leveling
 KX1269.and adjusted by the National Geodetic Survey in June 1991..
 KX1269
 KX1269.The geoid height was determined by GEOID03.
 KX1269
 KX1269.The dynamic height is computed by dividing the NAVD 88
 KX1269.geopotential number by the normal gravity value computed on the
 KX1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1269.degrees latitude (g = 980.6199 gals.).
 KX1269
 KX1269.The modeled gravity was interpolated from observed gravity values.
 KX1269
 KX1269;                    North         East    Units  Estimated Accuracy
 KX1269;SPC PA S     -   124,620.      409,470.      MT  (+/- 180 meters Scaled)
 KX1269
 KX1269                          SUPERSEDED SURVEY CONTROL
 KX1269
 KX1269  NGVD 29 (??/??/92)  224.602  (m)          736.88   (f) ADJ UNCH    1 1
 KX1269
 KX1269.Superseded values are not recommended for survey control.
 KX1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1269.See file dsdata.txt to determine how the superseded data were derived.
 KX1269
 KX1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE851764(NAD 83)
 KX1269_MARKER: DB = BENCH MARK DISK
 KX1269_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1269_SP_SET: PIER
 KX1269_STAMPING: F 131 1941
 KX1269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1269
 KX1269  HISTORY     - Date     Condition        Report By
 KX1269  HISTORY     - 1941     MONUMENTED       CGS
 KX1269  HISTORY     - 1966     GOOD             NGS
 KX1269
 KX1269                          STATION DESCRIPTION
 KX1269
 KX1269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX1269'AT PITTSBURGH.
 KX1269'ABOUT 0.1 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD
 KX1269'FROM THE STATION AT PITTSBURGH, ABOUT 75 YARDS SOUTH OF THE
 KX1269'BALTIMORE AND OHIO FREIGHT STATION ALONG THE SOUTH SIDE OF
 KX1269'INTERSTATE HIGHWAY 76, SET VERTICALY IN THE NORTH FACE OF THE
 KX1269'FIRST PIER SOUTH OF THE HIGHWAY UNDER THE LIBERTY BRIDGE OVER
 KX1269'THE HIGHWAY AND THE MONONGAHELA RIVER, 17 FEET SOUTH OF THE
 KX1269'SOUTH CURB LINE OF THE EAST BOUND LANE OF THE HIGHWAY, 4 FEET
 KX1269'ABOVE THE GROUND AND 2 1/2 FEET ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1282 ***********************************************************************
 KX1282  DESIGNATION -  F 132
 KX1282  PID         -  KX1282
 KX1282  STATE/COUNTY-  PA/WASHINGTON
 KX1282  USGS QUAD   -  CALIFORNIA (1979)
 KX1282
 KX1282                         *CURRENT SURVEY CONTROL
 KX1282  ___________________________________________________________________
 KX1282* NAD 83(1986)-  40 02 32.     (N)    079 53 26.     (W)     SCALED    
 KX1282* NAVD 88     -       237.709  (meters)     779.88   (feet)  ADJUSTED  
 KX1282  ___________________________________________________________________
 KX1282  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 KX1282  DYNAMIC HT  -         237.578 (meters)     779.45  (feet)  COMP
 KX1282  MODELED GRAV-     980,072.3   (mgal)                       NAVD 88
 KX1282
 KX1282  VERT ORDER  -  FIRST     CLASS II
 KX1282
 KX1282.The horizontal coordinates were scaled from a topographic map and have
 KX1282.an estimated accuracy of +/- 6 seconds.
 KX1282
 KX1282.The orthometric height was determined by differential leveling
 KX1282.and adjusted by the National Geodetic Survey in June 1991..
 KX1282
 KX1282.The geoid height was determined by GEOID03.
 KX1282
 KX1282.The dynamic height is computed by dividing the NAVD 88
 KX1282.geopotential number by the normal gravity value computed on the
 KX1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1282.degrees latitude (g = 980.6199 gals.).
 KX1282
 KX1282.The modeled gravity was interpolated from observed gravity values.
 KX1282
 KX1282;                    North         East    Units  Estimated Accuracy
 KX1282;SPC PA S     -    80,930.      417,340.      MT  (+/- 180 meters Scaled)
 KX1282
 KX1282                          SUPERSEDED SURVEY CONTROL
 KX1282
 KX1282  NGVD 29 (??/??/92)  237.897  (m)          780.50   (f) ADJ UNCH    1 2
 KX1282
 KX1282.Superseded values are not recommended for survey control.
 KX1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1282.See file dsdata.txt to determine how the superseded data were derived.
 KX1282
 KX1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE946330(NAD 83)
 KX1282_MARKER: DB = BENCH MARK DISK
 KX1282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1282_SP_SET: PILLAR BASE
 KX1282_STAMPING: F 132 1941
 KX1282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1282
 KX1282  HISTORY     - Date     Condition        Report By
 KX1282  HISTORY     - 1941     MONUMENTED       CGS
 KX1282  HISTORY     - 1983     MARK NOT FOUND   NGS
 KX1282  HISTORY     - 19890801 MARK NOT FOUND   HARTMN
 KX1282
 KX1282                          STATION DESCRIPTION
 KX1282
 KX1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1282'0.6 MI N FROM WEST BROWNSVILLE JCT.
 KX1282'0.6 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX1282'AT WEST BROWNSVILLE JUNCTION, AT A STEEL OVERHEAD BRIDGE, IN
 KX1282'THE CENTER OF A PILLAR BASE BETWEEN TWO CONCRETE PILLARS,
 KX1282'7.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE FIRST SET OF
 KX1282'TRACKS NORTHEAST OF THE BASE, 7.4 FEET SOUTHEAST OF THE
 KX1282'NORTHWEST PILLAR, AND 7.4 FEET NORTHWEST OF THE SOUTHEAST PILLAR.
 KX1282'A STANDARD DISK, STAMPED F 132 1941.
 KX1282
 KX1282                          STATION RECOVERY (1983)
 KX1282
 KX1282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1282'NOT RECOVERED, THE TOP LAYER OF CONCRETE IS GONE AND THE MARK IS
 KX1282'BELIEVED DESTROYED.
 KX1282
 KX1282                          STATION RECOVERY (1989)
 KX1282
 KX1282'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1989
 KX1282'NOTE-THE PILLAR FOR KM 4 1979 IS ALSO THE DESCRIBED LOCATION OF USCGS
 KX1282'BENCHMARK F 132 1941. THE CONCRETE IS BROKEN AND SPALLED, AND F 132
 KX1282'1941 WAS NOT RECOVERED AND IS BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1306 ***********************************************************************
 KX1306  DESIGNATION -  F 133
 KX1306  PID         -  KX1306
 KX1306  STATE/COUNTY-  PA/WASHINGTON
 KX1306  USGS QUAD   -  MONONGAHELA (1993)
 KX1306
 KX1306                         *CURRENT SURVEY CONTROL
 KX1306  ___________________________________________________________________
 KX1306* NAD 83(1986)-  40 14 43.     (N)    079 56 15.     (W)     SCALED    
 KX1306* NAVD 88     -       231.637  (meters)     759.96   (feet)  ADJUSTED  
 KX1306  ___________________________________________________________________
 KX1306  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KX1306  DYNAMIC HT  -         231.514 (meters)     759.56  (feet)  COMP
 KX1306  MODELED GRAV-     980,091.3   (mgal)                       NAVD 88
 KX1306
 KX1306  VERT ORDER  -  FIRST     CLASS II
 KX1306
 KX1306.The horizontal coordinates were scaled from a topographic map and have
 KX1306.an estimated accuracy of +/- 6 seconds.
 KX1306
 KX1306.The orthometric height was determined by differential leveling
 KX1306.and adjusted by the National Geodetic Survey in June 1991..
 KX1306
 KX1306.The geoid height was determined by GEOID03.
 KX1306
 KX1306.The dynamic height is computed by dividing the NAVD 88
 KX1306.geopotential number by the normal gravity value computed on the
 KX1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1306.degrees latitude (g = 980.6199 gals.).
 KX1306
 KX1306.The modeled gravity was interpolated from observed gravity values.
 KX1306
 KX1306;                    North         East    Units  Estimated Accuracy
 KX1306;SPC PA S     -   103,560.      413,900.      MT  (+/- 180 meters Scaled)
 KX1306
 KX1306                          SUPERSEDED SURVEY CONTROL
 KX1306
 KX1306  NGVD 29 (??/??/92)  231.808  (m)          760.52   (f) ADJ UNCH    1 2
 KX1306
 KX1306.Superseded values are not recommended for survey control.
 KX1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1306.See file dsdata.txt to determine how the superseded data were derived.
 KX1306
 KX1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE903555(NAD 83)
 KX1306_MARKER: DB = BENCH MARK DISK
 KX1306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1306_SP_SET: SIGNAL TOWER BASE
 KX1306_STAMPING: F 133 1941
 KX1306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1306
 KX1306  HISTORY     - Date     Condition        Report By
 KX1306  HISTORY     - 1941     MONUMENTED       CGS
 KX1306  HISTORY     - 1983     MARK NOT FOUND   NGS
 KX1306
 KX1306                          STATION DESCRIPTION
 KX1306
 KX1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1306'4.8 MI SW FROM CLAIRTON.
 KX1306'IN WASHINGTON COUNTY, 4.8 MILES SOUTHWEST ALONG THE PENNSYLVANIA
 KX1306'RAILROAD FROM THE STATION AT CLAIRTON, ALLEGHENY COUNTY, 0.2 MILE
 KX1306'WEST OF THE YARD OFFICE, 7 RAILS SOUTHWEST OF MILEPOST 24, 7.6
 KX1306'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, AND
 KX1306'IN THE EAST CORNER OF AN OLD SIGNAL-TOWER BASE.  A STANDARD DISK,
 KX1306'STAMPED F 133 1941.
 KX1306
 KX1306                          STATION RECOVERY (1983)
 KX1306
 KX1306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1306'NOT RECOVERED, ASSUMED DESTROYED AS THE SIGNAL TOWER IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1514 ***********************************************************************
 KX1514  DESIGNATION -  F 134
 KX1514  PID         -  KX1514
 KX1514  STATE/COUNTY-  PA/ARMSTRONG
 KX1514  USGS QUAD   -  KITTANNING (1993)
 KX1514
 KX1514                         *CURRENT SURVEY CONTROL
 KX1514  ___________________________________________________________________
 KX1514* NAD 83(1986)-  40 48 23.     (N)    079 30 51.     (W)     SCALED    
 KX1514* NAVD 88     -       246.734  (meters)     809.49   (feet)  ADJUSTED  
 KX1514  ___________________________________________________________________
 KX1514  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KX1514  DYNAMIC HT  -         246.614 (meters)     809.10  (feet)  COMP
 KX1514  MODELED GRAV-     980,131.7   (mgal)                       NAVD 88
 KX1514
 KX1514  VERT ORDER  -  FIRST     CLASS II
 KX1514
 KX1514.The horizontal coordinates were scaled from a topographic map and have
 KX1514.an estimated accuracy of +/- 6 seconds.
 KX1514
 KX1514.The orthometric height was determined by differential leveling
 KX1514.and adjusted by the National Geodetic Survey in June 1991..
 KX1514
 KX1514.The geoid height was determined by GEOID03.
 KX1514
 KX1514.The dynamic height is computed by dividing the NAVD 88
 KX1514.geopotential number by the normal gravity value computed on the
 KX1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1514.degrees latitude (g = 980.6199 gals.).
 KX1514
 KX1514.The modeled gravity was interpolated from observed gravity values.
 KX1514
 KX1514;                    North         East    Units  Estimated Accuracy
 KX1514;SPC PA S     -   165,050.      451,150.      MT  (+/- 180 meters Scaled)
 KX1514
 KX1514                          SUPERSEDED SURVEY CONTROL
 KX1514
 KX1514  NGVD 29 (??/??/92)  246.914  (m)          810.08   (f) ADJ UNCH    1 2
 KX1514
 KX1514.Superseded values are not recommended for survey control.
 KX1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1514.See file dsdata.txt to determine how the superseded data were derived.
 KX1514
 KX1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF253183(NAD 83)
 KX1514_MARKER: DB = BENCH MARK DISK
 KX1514_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1514_SP_SET: ABUTMENT
 KX1514_STAMPING: F 134 1941
 KX1514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1514
 KX1514  HISTORY     - Date     Condition        Report By
 KX1514  HISTORY     - 1941     MONUMENTED       CGS
 KX1514  HISTORY     - 1967     GOOD             NGS
 KX1514  HISTORY     - 1973     GOOD             PADT
 KX1514  HISTORY     - 19930129 GOOD             USPSQD
 KX1514  HISTORY     - 20050901 MARK NOT FOUND   PADT
 KX1514
 KX1514                          STATION DESCRIPTION
 KX1514
 KX1514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX1514'AT KITTANNING.
 KX1514'AT THE SOUTH EDGE OF KITTANNING, ARMSTRONG COUNTY, ON THE
 KX1514'PENNSYLVANIA RAILROAD, 0.2 MILE SOUTH OF MILEPOST 44, AT THE
 KX1514'INDIANA ROAD OVERPASS, IN THE TOP OF THE SOUTH END OF THE EAST
 KX1514'ABUTMENT, 9 FEET LANDWARD OF THE LAND RAIL, AND LEVEL WITH THE
 KX1514'TOP OF THE RAIL.  A STANDARD DISK, STAMPED F 134 1941.
 KX1514
 KX1514                          STATION RECOVERY (1973)
 KX1514
 KX1514'RECOVERY NOTE BY PA DEPT OF TRANSP 1973
 KX1514'RECOVERED IN GOOD CONDITION.
 KX1514
 KX1514                          STATION RECOVERY (1993)
 KX1514
 KX1514'RECOVERY NOTE BY US POWER SQUADRON 1993 (JBW)
 KX1514'RECOVERED IN GOOD CONDITION.
 KX1514
 KX1514                          STATION RECOVERY (2005)
 KX1514
 KX1514'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 KX1514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0100 ***********************************************************************
 ND0100  DESIGNATION -  F 135
 ND0100  PID         -  ND0100
 ND0100  STATE/COUNTY-  PA/ERIE
 ND0100  USGS QUAD   -  ERIE SOUTH (1996)
 ND0100
 ND0100                         *CURRENT SURVEY CONTROL
 ND0100  ___________________________________________________________________
 ND0100* NAD 83(1986)-  42 04 37.     (N)    080 01 40.     (W)     SCALED    
 ND0100* NAVD 88     -       346.661  (meters)    1137.34   (feet)  ADJUSTED  
 ND0100  ___________________________________________________________________
 ND0100  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 ND0100  DYNAMIC HT  -         346.531 (meters)    1136.91  (feet)  COMP
 ND0100  MODELED GRAV-     980,237.6   (mgal)                       NAVD 88
 ND0100
 ND0100  VERT ORDER  -  FIRST     CLASS II
 ND0100
 ND0100.The horizontal coordinates were scaled from a topographic map and have
 ND0100.an estimated accuracy of +/- 6 seconds.
 ND0100
 ND0100.The orthometric height was determined by differential leveling
 ND0100.and adjusted by the National Geodetic Survey in June 1991..
 ND0100
 ND0100.The geoid height was determined by GEOID03.
 ND0100
 ND0100.The dynamic height is computed by dividing the NAVD 88
 ND0100.geopotential number by the normal gravity value computed on the
 ND0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0100.degrees latitude (g = 980.6199 gals.).
 ND0100
 ND0100.The modeled gravity was interpolated from observed gravity values.
 ND0100
 ND0100;                    North         East    Units  Estimated Accuracy
 ND0100;SPC PA N     -   214,630.      411,530.      MT  (+/- 180 meters Scaled)
 ND0100
 ND0100                          SUPERSEDED SURVEY CONTROL
 ND0100
 ND0100  NGVD 29 (??/??/92)  346.878  (m)         1138.05   (f) ADJ UNCH    1 2
 ND0100
 ND0100.Superseded values are not recommended for survey control.
 ND0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0100.See file dsdata.txt to determine how the superseded data were derived.
 ND0100
 ND0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG804587(NAD 83)
 ND0100_MARKER: DB = BENCH MARK DISK
 ND0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ND0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ND0100_STAMPING: F 135 1941
 ND0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ND0100+STABILITY: SURFACE MOTION
 ND0100
 ND0100  HISTORY     - Date     Condition        Report By
 ND0100  HISTORY     - 1941     MONUMENTED       CGS
 ND0100  HISTORY     - 1961     GOOD             NGS
 ND0100  HISTORY     - 19990801 GOOD             PADT
 ND0100
 ND0100                          STATION DESCRIPTION
 ND0100
 ND0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ND0100'9.0 MI S FROM ERIE.
 ND0100'9.0 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 ND0100'AT ERIE, ERIE COUNTY, TWO RAILS NORTH OF MILEPOST 9, AT A ROAD
 ND0100'CROSSING, 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 20 FEET WEST
 ND0100'OF THE WEST RAIL OF THE WEST TRACK, 3.5 FEET NORTHEAST OF A FENCE
 ND0100'CORNER, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, AND 2 FEET
 ND0100'HIGHER THAN THE TRACK. A STANDARD DISK, STAMPED F 135 1941 AND SET
 ND0100'IN THE TOP OF A CONCRETE POST.
 ND0100
 ND0100                          STATION RECOVERY (1999)
 ND0100
 ND0100'RECOVERY NOTE BY PA DEPT OF TRANSP 1999
 ND0100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1483 ***********************************************************************
 KX1483  DESIGNATION -  F 136
 KX1483  PID         -  KX1483
 KX1483  STATE/COUNTY-  PA/ALLEGHENY
 KX1483  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1483
 KX1483                         *CURRENT SURVEY CONTROL
 KX1483  ___________________________________________________________________
 KX1483* NAD 83(1986)-  40 27 18.     (N)    079 54 19.     (W)     SCALED    
 KX1483* NAVD 88     -       282.512  (meters)     926.87   (feet)  ADJUSTED  
 KX1483  ___________________________________________________________________
 KX1483  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 KX1483  DYNAMIC HT  -         282.367 (meters)     926.40  (feet)  COMP
 KX1483  MODELED GRAV-     980,106.4   (mgal)                       NAVD 88
 KX1483
 KX1483  VERT ORDER  -  FIRST     CLASS II
 KX1483
 KX1483.The horizontal coordinates were scaled from a topographic map and have
 KX1483.an estimated accuracy of +/- 6 seconds.
 KX1483
 KX1483.The orthometric height was determined by differential leveling
 KX1483.and adjusted by the National Geodetic Survey in June 1991..
 KX1483
 KX1483.The geoid height was determined by GEOID03.
 KX1483
 KX1483.The dynamic height is computed by dividing the NAVD 88
 KX1483.geopotential number by the normal gravity value computed on the
 KX1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1483.degrees latitude (g = 980.6199 gals.).
 KX1483
 KX1483.The modeled gravity was interpolated from observed gravity values.
 KX1483
 KX1483;                    North         East    Units  Estimated Accuracy
 KX1483;SPC PA S     -   126,780.      417,210.      MT  (+/- 180 meters Scaled)
 KX1483
 KX1483                          SUPERSEDED SURVEY CONTROL
 KX1483
 KX1483  NGVD 29 (??/??/92)  282.671  (m)          927.40   (f) ADJ UNCH    1 2
 KX1483
 KX1483.Superseded values are not recommended for survey control.
 KX1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1483.See file dsdata.txt to determine how the superseded data were derived.
 KX1483
 KX1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE928788(NAD 83)
 KX1483_MARKER: DB = BENCH MARK DISK
 KX1483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1483_SP_SET: STONE WALL
 KX1483_STAMPING: F 136
 KX1483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KX1483+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 KX1483
 KX1483  HISTORY     - Date     Condition        Report By
 KX1483  HISTORY     - UNK      MONUMENTED       CGS
 KX1483  HISTORY     - 1941     GOOD             NGS
 KX1483  HISTORY     - 20060405 GOOD             PADT
 KX1483
 KX1483                          STATION DESCRIPTION
 KX1483
 KX1483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1483'5.6 MI N FROM BRADDOCK.
 KX1483'ABOUT 5.6 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM
 KX1483'BRADDOCK, ALLEGHENY COUNTY, ABOUT 0.1 MILE EAST OF THE JUNCTION
 KX1483'OF THE BRILLIANT BRANCH, AT THE NORTH DALLAS STREET UNDERPASS,
 KX1483'IN THE NORTHWEST CORNER OF A STONE WALL NORTH OF THE A. AND P.
 KX1483'WAREHOUSE, 6.4 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 3 FEET
 KX1483'HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED F 136.
 KX1483
 KX1483                          STATION RECOVERY (2006)
 KX1483
 KX1483'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (JW)
 KX1483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0862 ***********************************************************************
 KX0862  DESIGNATION -  F 137
 KX0862  PID         -  KX0862
 KX0862  STATE/COUNTY-  PA/INDIANA
 KX0862  USGS QUAD   -  AVONMORE (1998)
 KX0862
 KX0862                         *CURRENT SURVEY CONTROL
 KX0862  ___________________________________________________________________
 KX0862* NAD 83(1986)-  40 31 44.     (N)    079 26 53.     (W)     SCALED    
 KX0862* NAVD 88     -       259.101  (meters)     850.07   (feet)  ADJUSTED  
 KX0862  ___________________________________________________________________
 KX0862  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KX0862  DYNAMIC HT  -         258.967 (meters)     849.63  (feet)  COMP
 KX0862  MODELED GRAV-     980,099.9   (mgal)                       NAVD 88
 KX0862
 KX0862  VERT ORDER  -  FIRST     CLASS II
 KX0862
 KX0862.The horizontal coordinates were scaled from a topographic map and have
 KX0862.an estimated accuracy of +/- 6 seconds.
 KX0862
 KX0862.The orthometric height was determined by differential leveling
 KX0862.and adjusted by the National Geodetic Survey in June 1991..
 KX0862
 KX0862.The geoid height was determined by GEOID03.
 KX0862
 KX0862.The dynamic height is computed by dividing the NAVD 88
 KX0862.geopotential number by the normal gravity value computed on the
 KX0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0862.degrees latitude (g = 980.6199 gals.).
 KX0862
 KX0862.The modeled gravity was interpolated from observed gravity values.
 KX0862
 KX0862;                    North         East    Units  Estimated Accuracy
 KX0862;SPC PA S     -   134,130.      456,140.      MT  (+/- 180 meters Scaled)
 KX0862
 KX0862                          SUPERSEDED SURVEY CONTROL
 KX0862
 KX0862  NGVD 29 (??/??/92)  259.280  (m)          850.65   (f) ADJ UNCH    1 2
 KX0862
 KX0862.Superseded values are not recommended for survey control.
 KX0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0862.See file dsdata.txt to determine how the superseded data were derived.
 KX0862
 KX0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE314876(NAD 83)
 KX0862_MARKER: DB = BENCH MARK DISK
 KX0862_SETTING: 80 = SET IN A BOULDER
 KX0862_SP_SET: BOULDER
 KX0862_STAMPING: F 137 1941
 KX0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0862+STABILITY: SURFACE MOTION
 KX0862
 KX0862  HISTORY     - Date     Condition        Report By
 KX0862  HISTORY     - 1941     MONUMENTED       CGS
 KX0862
 KX0862                          STATION DESCRIPTION
 KX0862
 KX0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX0862'19.1 MI NW FROM TORRANCE.
 KX0862'IN INDIANA COUNTY, ABOUT 19.1 MILES NORTHWEST ALONG THE PENNSYLVANIA
 KX0862'RAILROAD FROM TORRANCE, WESTMORELAND COUNTY, ABOUT 1.1 MILES
 KX0862'UPSTREAM FROM THE STATION AT AVONMORE, ABOUT 187 FEET UPSTREAM
 KX0862'FROM MILEPOST 26, 23.5 FEET LANDWARD OF THE LAND RAIL, ABOUT 4
 KX0862'FEET HIGHER THAN THE TOP OF THE RAIL, AND IN THE TOP OF A BOULDER.
 KX0862'A STANDARD DISK, STAMPED F 137 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1225 ***********************************************************************
 MA1225  DESIGNATION -  F 138
 MA1225  PID         -  MA1225
 MA1225  STATE/COUNTY-  PA/VENANGO
 MA1225  USGS QUAD   -  KENNERDELL (1981)
 MA1225
 MA1225                         *CURRENT SURVEY CONTROL
 MA1225  ___________________________________________________________________
 MA1225* NAD 83(1986)-  41 17 11.     (N)    079 49 22.     (W)     SCALED    
 MA1225* NAVD 88     -       289.839  (meters)     950.91   (feet)  ADJUSTED  
 MA1225  ___________________________________________________________________
 MA1225  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 MA1225  DYNAMIC HT  -         289.705 (meters)     950.47  (feet)  COMP
 MA1225  MODELED GRAV-     980,155.5   (mgal)                       NAVD 88
 MA1225
 MA1225  VERT ORDER  -  FIRST     CLASS II
 MA1225
 MA1225.The horizontal coordinates were scaled from a topographic map and have
 MA1225.an estimated accuracy of +/- 6 seconds.
 MA1225
 MA1225.The orthometric height was determined by differential leveling
 MA1225.and adjusted by the National Geodetic Survey in June 1991..
 MA1225
 MA1225.The geoid height was determined by GEOID03.
 MA1225
 MA1225.The dynamic height is computed by dividing the NAVD 88
 MA1225.geopotential number by the normal gravity value computed on the
 MA1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1225.degrees latitude (g = 980.6199 gals.).
 MA1225
 MA1225.The modeled gravity was interpolated from observed gravity values.
 MA1225
 MA1225;                    North         East    Units  Estimated Accuracy
 MA1225;SPC PA N     -   126,430.      426,390.      MT  (+/- 180 meters Scaled)
 MA1225
 MA1225                          SUPERSEDED SURVEY CONTROL
 MA1225
 MA1225  NGVD 29 (??/??/92)  290.011  (m)          951.48   (f) ADJ UNCH    1 2
 MA1225
 MA1225.Superseded values are not recommended for survey control.
 MA1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1225.See file dsdata.txt to determine how the superseded data were derived.
 MA1225
 MA1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF985712(NAD 83)
 MA1225_MARKER: DB = BENCH MARK DISK
 MA1225_SETTING: 39 = SET IN A TUNNEL
 MA1225_SP_SET: TUNNEL WALL
 MA1225_STAMPING: F 138 1941
 MA1225_MARK LOGO: CGS   
 MA1225_MAGNETIC: N = NO MAGNETIC MATERIAL
 MA1225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1225
 MA1225  HISTORY     - Date     Condition        Report By
 MA1225  HISTORY     - 1941     MONUMENTED       CGS
 MA1225  HISTORY     - 19930623 GOOD             PADT
 MA1225
 MA1225                          STATION DESCRIPTION
 MA1225
 MA1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA1225'AT KENNERDEL.
 MA1225'AT KENNERDEL, VENANGO COUNTY, ON THE PENNSYLVANIA RAILROAD, AT
 MA1225'THE EAST END OF THE RAILROAD TUNNEL, IN THE FACE OF THE WEST
 MA1225'WALL, 6.8 FEET SOUTH OF THE TUNNEL ENTRANCE, 19 FEET RIVERWARD
 MA1225'OF THE RIVER RAIL, AND ABOUT 3 FEET ABOVE THE TOP OF THE RAIL.
 MA1225'A STANDARD DISK, STAMPED F 138 1941 AND SET VERTICALLY.
 MA1225
 MA1225                          STATION RECOVERY (1993)
 MA1225
 MA1225'RECOVERY NOTE BY PA DEPT OF TRANSP 1993
 MA1225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0794 ***********************************************************************
 MA0794  DESIGNATION -  F 139
 MA0794  PID         -  MA0794
 MA0794  STATE/COUNTY-  PA/WARREN
 MA0794  USGS QUAD   -  YOUNGSVILLE (1981)
 MA0794
 MA0794                         *CURRENT SURVEY CONTROL
 MA0794  ___________________________________________________________________
 MA0794* NAD 83(1986)-  41 47 04.     (N)    079 17 13.     (W)     SCALED    
 MA0794* NAVD 88     -       349.842  (meters)    1147.77   (feet)  ADJUSTED  
 MA0794  ___________________________________________________________________
 MA0794  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 MA0794  DYNAMIC HT  -         349.691 (meters)    1147.28  (feet)  COMP
 MA0794  MODELED GRAV-     980,182.0   (mgal)                       NAVD 88
 MA0794
 MA0794  VERT ORDER  -  FIRST     CLASS II
 MA0794
 MA0794.The horizontal coordinates were scaled from a topographic map and have
 MA0794.an estimated accuracy of +/- 6 seconds.
 MA0794
 MA0794.The orthometric height was determined by differential leveling
 MA0794.and adjusted by the National Geodetic Survey in June 1991..
 MA0794
 MA0794.The geoid height was determined by GEOID03.
 MA0794
 MA0794.The dynamic height is computed by dividing the NAVD 88
 MA0794.geopotential number by the normal gravity value computed on the
 MA0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0794.degrees latitude (g = 980.6199 gals.).
 MA0794
 MA0794.The modeled gravity was interpolated from observed gravity values.
 MA0794
 MA0794;                    North         East    Units  Estimated Accuracy
 MA0794;SPC PA N     -   180,800.      472,240.      MT  (+/- 180 meters Scaled)
 MA0794
 MA0794                          SUPERSEDED SURVEY CONTROL
 MA0794
 MA0794  NGVD 29 (??/??/92)  350.003  (m)         1148.30   (f) ADJ UNCH    1 2
 MA0794
 MA0794.Superseded values are not recommended for survey control.
 MA0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0794.See file dsdata.txt to determine how the superseded data were derived.
 MA0794
 MA0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG423272(NAD 83)
 MA0794_MARKER: DB = BENCH MARK DISK
 MA0794_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0794_SP_SET: CONCRETE BLOCK
 MA0794_STAMPING: F 139 1941
 MA0794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0794
 MA0794  HISTORY     - Date     Condition        Report By
 MA0794  HISTORY     - 1941     MONUMENTED       CGS
 MA0794  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 MA0794
 MA0794                          STATION DESCRIPTION
 MA0794
 MA0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA0794'4 MI S FROM IRVINETON.
 MA0794'ABOUT 4 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0794'IRVINETON, WARREN COUNTY, ABOUT 540 FEET NORTH OF MILEPOST 46,
 MA0794'20 FEET EAST OF THE CENTER LINE OF THE IRVINETON-TIDIOUTE
 MA0794'ROAD, AND 16.4 FEET WEST OF THE WEST RAIL.  A STANDARD DISK,
 MA0794'STAMPED F 139 1941 AND SET IN THE TOP OF A CONCRETE BLOCK
 MA0794'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 MA0794
 MA0794                          STATION RECOVERY (2003)
 MA0794
 MA0794'RECOVERY NOTE BY US POWER SQUADRON 2003 (DW)
 MA0794'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1285 ***********************************************************************
 MA1285  DESIGNATION -  F 140
 MA1285  PID         -  MA1285
 MA1285  STATE/COUNTY-  PA/VENANGO
 MA1285  USGS QUAD   -  OIL CITY (1977)
 MA1285
 MA1285                         *CURRENT SURVEY CONTROL
 MA1285  ___________________________________________________________________
 MA1285* NAD 83(1986)-  41 27 08.     (N)    079 38 53.     (W)     SCALED    
 MA1285* NAVD 88     -       310.123  (meters)    1017.46   (feet)  ADJUSTED  
 MA1285  ___________________________________________________________________
 MA1285  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 MA1285  DYNAMIC HT  -         309.985 (meters)    1017.01  (feet)  COMP
 MA1285  MODELED GRAV-     980,171.1   (mgal)                       NAVD 88
 MA1285
 MA1285  VERT ORDER  -  FIRST     CLASS II
 MA1285
 MA1285.The horizontal coordinates were scaled from a topographic map and have
 MA1285.an estimated accuracy of +/- 6 seconds.
 MA1285
 MA1285.The orthometric height was determined by differential leveling
 MA1285.and adjusted by the National Geodetic Survey in June 1991..
 MA1285
 MA1285.The geoid height was determined by GEOID03.
 MA1285
 MA1285.The dynamic height is computed by dividing the NAVD 88
 MA1285.geopotential number by the normal gravity value computed on the
 MA1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1285.degrees latitude (g = 980.6199 gals.).
 MA1285
 MA1285.The modeled gravity was interpolated from observed gravity values.
 MA1285
 MA1285;                    North         East    Units  Estimated Accuracy
 MA1285;SPC PA N     -   144,500.      441,420.      MT  (+/- 180 meters Scaled)
 MA1285
 MA1285                          SUPERSEDED SURVEY CONTROL
 MA1285
 MA1285  NGVD 29 (??/??/92)  310.298  (m)         1018.04   (f) ADJ UNCH    1 2
 MA1285
 MA1285.Superseded values are not recommended for survey control.
 MA1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1285.See file dsdata.txt to determine how the superseded data were derived.
 MA1285
 MA1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF129898(NAD 83)
 MA1285_MARKER: DB = BENCH MARK DISK
 MA1285_SETTING: 80 = SET IN A BOULDER
 MA1285_SP_SET: BOULDER
 MA1285_STAMPING: F 140 1941
 MA1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1285+STABILITY: SURFACE MOTION
 MA1285
 MA1285  HISTORY     - Date     Condition        Report By
 MA1285  HISTORY     - 1941     MONUMENTED       CGS
 MA1285
 MA1285                          STATION DESCRIPTION
 MA1285
 MA1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA1285'3.1 MI W FROM OLEOPOLIS.
 MA1285'ABOUT 3.1 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA1285'STATION AT OLEOPOLIS, VENANGO COUNTY, 76.0 FEET SOUTH OF POLE
 MA1285'5+35, 49.6 FEET SOUTH OF THE WEST END OF A 12-INCH CAST-IRON
 MA1285'CULVERT, 10 FEET WEST OF THE WEST RAIL, AND IN A SANDSTONE
 MA1285'BOULDER.  A STANDARD DISK, STAMPED F 140 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0672 ***********************************************************************
 MA0672  DESIGNATION -  F 141
 MA0672  PID         -  MA0672
 MA0672  STATE/COUNTY-  PA/WARREN
 MA0672  USGS QUAD   -  CORNPLANTER RUN (1983)
 MA0672
 MA0672                         *CURRENT SURVEY CONTROL
 MA0672  ___________________________________________________________________
 MA0672* NAD 83(1986)-  41 59 03.     (N)    078 56 29.     (W)     SCALED    
 MA0672* NAVD 88     -       387.832  (meters)    1272.41   (feet)  ADJUSTED  
 MA0672  ___________________________________________________________________
 MA0672  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 MA0672  DYNAMIC HT  -         387.680 (meters)    1271.91  (feet)  COMP
 MA0672  MODELED GRAV-     980,217.9   (mgal)                       NAVD 88
 MA0672
 MA0672  VERT ORDER  -  FIRST     CLASS II
 MA0672
 MA0672.The horizontal coordinates were scaled from a topographic map and have
 MA0672.an estimated accuracy of +/- 6 seconds.
 MA0672
 MA0672.The orthometric height was determined by differential leveling
 MA0672.and adjusted by the National Geodetic Survey in June 1991..
 MA0672
 MA0672.The geoid height was determined by GEOID03.
 MA0672
 MA0672.The dynamic height is computed by dividing the NAVD 88
 MA0672.geopotential number by the normal gravity value computed on the
 MA0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0672.degrees latitude (g = 980.6199 gals.).
 MA0672
 MA0672.The modeled gravity was interpolated from observed gravity values.
 MA0672
 MA0672;                    North         East    Units  Estimated Accuracy
 MA0672;SPC PA N     -   202,530.      501,270.      MT  (+/- 180 meters Scaled)
 MA0672
 MA0672                          SUPERSEDED SURVEY CONTROL
 MA0672
 MA0672  NGVD 29 (??/??/92)  387.995  (m)         1272.95   (f) ADJ UNCH    1 2
 MA0672
 MA0672.Superseded values are not recommended for survey control.
 MA0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0672.See file dsdata.txt to determine how the superseded data were derived.
 MA0672
 MA0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG705500(NAD 83)
 MA0672_MARKER: DB = BENCH MARK DISK
 MA0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0672_STAMPING: F 141 1941
 MA0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0672+STABILITY: SURFACE MOTION
 MA0672
 MA0672  HISTORY     - Date     Condition        Report By
 MA0672  HISTORY     - 1941     MONUMENTED       CGS
 MA0672  HISTORY     - 1966     MARK NOT FOUND   USGS
 MA0672
 MA0672                          STATION DESCRIPTION
 MA0672
 MA0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA0672'AT CORYDON.
 MA0672'AT CORYDON, WARREN COUNTY, 0.1 MILE SOUTH ALONG THE PENNSYLVANIA
 MA0672'RAILROAD FROM THE STATION, 600 FEET NORTH OF MILEPOST 77, IN THE
 MA0672'NORTHWEST CORNER OF A CULTIVATED FIELD, AT A COUNTRY-ROAD
 MA0672'CROSSING, 69 FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 23.6
 MA0672'FEET SOUTH OF THE FENCE CORNER, AND 3 FEET EAST OF A FENCE LINE.
 MA0672'A STANDARD DISK, STAMPED F 141 1941 AND SET IN THE TOP OF A
 MA0672'CONCRETE POST.
 MA0672
 MA0672                          STATION RECOVERY (1966)
 MA0672
 MA0672'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MA0672'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0035 ***********************************************************************
 MB0035  DESIGNATION -  F 142
 MB0035  PID         -  MB0035
 MB0035  STATE/COUNTY-  PA/CRAWFORD
 MB0035  USGS QUAD   -  CAMBRIDGE SPRINGS (1975)
 MB0035
 MB0035                         *CURRENT SURVEY CONTROL
 MB0035  ___________________________________________________________________
 MB0035* NAD 83(1986)-  41 48 19.     (N)    080 02 20.     (W)     SCALED    
 MB0035* NAVD 88     -       349.292  (meters)    1145.97   (feet)  ADJUSTED  
 MB0035  ___________________________________________________________________
 MB0035  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 MB0035  DYNAMIC HT  -         349.148 (meters)    1145.50  (feet)  COMP
 MB0035  MODELED GRAV-     980,200.4   (mgal)                       NAVD 88
 MB0035
 MB0035  VERT ORDER  -  FIRST     CLASS II
 MB0035
 MB0035.The horizontal coordinates were scaled from a topographic map and have
 MB0035.an estimated accuracy of +/- 6 seconds.
 MB0035
 MB0035.The orthometric height was determined by differential leveling
 MB0035.and adjusted by the National Geodetic Survey in June 1991..
 MB0035
 MB0035.The geoid height was determined by GEOID03.
 MB0035
 MB0035.The dynamic height is computed by dividing the NAVD 88
 MB0035.geopotential number by the normal gravity value computed on the
 MB0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0035.degrees latitude (g = 980.6199 gals.).
 MB0035
 MB0035.The modeled gravity was interpolated from observed gravity values.
 MB0035
 MB0035;                    North         East    Units  Estimated Accuracy
 MB0035;SPC PA N     -   184,490.      409,810.      MT  (+/- 180 meters Scaled)
 MB0035
 MB0035                          SUPERSEDED SURVEY CONTROL
 MB0035
 MB0035  NGVD 29 (??/??/92)  349.462  (m)         1146.53   (f) ADJ UNCH    1 2
 MB0035
 MB0035.Superseded values are not recommended for survey control.
 MB0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0035.See file dsdata.txt to determine how the superseded data were derived.
 MB0035
 MB0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG798286(NAD 83)
 MB0035_MARKER: DB = BENCH MARK DISK
 MB0035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0035_SP_SET: ABUTMENT
 MB0035_STAMPING: F 142 1941
 MB0035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0035
 MB0035  HISTORY     - Date     Condition        Report By
 MB0035  HISTORY     - 1941     MONUMENTED       CGS
 MB0035
 MB0035                          STATION DESCRIPTION
 MB0035
 MB0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MB0035'0.8 MI NE FROM CAMBRIDGE SPRINGS.
 MB0035'0.8 MILE NORTHEAST ALONG THE ERIE RAILROAD FROM THE STATION AT
 MB0035'CAMBRIDGE SPRINGS, 21-1/2 RAILS WEST OF MILEPOST 87, AT BRIDGE
 MB0035'NO. 87.14, IN THE NORTH CORNER OF THE EAST ABUTMENT, 4.4 FEET
 MB0035'NORTH OF THE NORTH RAIL, 2.7 FEET SOUTH OF THE NORTH END OF THE
 MB0035'ABUTMENT, AND 1 FOOT EAST OF THE WEST EDGE.  A STANDARD DISK,
 MB0035'STAMPED F 142 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1487 ***********************************************************************
 MA1487  DESIGNATION -  F 143
 MA1487  PID         -  MA1487
 MA1487  STATE/COUNTY-  PA/ERIE
 MA1487  USGS QUAD   -  UNION CITY (1977)
 MA1487
 MA1487                         *CURRENT SURVEY CONTROL
 MA1487  ___________________________________________________________________
 MA1487* NAD 83(1986)-  41 53 56.     (N)    079 45 52.     (W)     SCALED    
 MA1487* NAVD 88     -       415.176  (meters)    1362.12   (feet)  ADJUSTED  
 MA1487  ___________________________________________________________________
 MA1487  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 MA1487  DYNAMIC HT  -         415.002 (meters)    1361.55  (feet)  COMP
 MA1487  MODELED GRAV-     980,191.6   (mgal)                       NAVD 88
 MA1487
 MA1487  VERT ORDER  -  FIRST     CLASS II
 MA1487
 MA1487.The horizontal coordinates were scaled from a topographic map and have
 MA1487.an estimated accuracy of +/- 6 seconds.
 MA1487
 MA1487.The orthometric height was determined by differential leveling
 MA1487.and adjusted by the National Geodetic Survey in June 1991..
 MA1487
 MA1487.The geoid height was determined by GEOID03.
 MA1487
 MA1487.The dynamic height is computed by dividing the NAVD 88
 MA1487.geopotential number by the normal gravity value computed on the
 MA1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1487.degrees latitude (g = 980.6199 gals.).
 MA1487
 MA1487.The modeled gravity was interpolated from observed gravity values.
 MA1487
 MA1487;                    North         East    Units  Estimated Accuracy
 MA1487;SPC PA N     -   194,320.      432,850.      MT  (+/- 180 meters Scaled)
 MA1487
 MA1487                          SUPERSEDED SURVEY CONTROL
 MA1487
 MA1487  NGVD 29 (??/??/92)  415.328  (m)         1362.62   (f) ADJ UNCH    1 2
 MA1487
 MA1487.Superseded values are not recommended for survey control.
 MA1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1487.See file dsdata.txt to determine how the superseded data were derived.
 MA1487
 MA1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG024392(NAD 83)
 MA1487_MARKER: DB = BENCH MARK DISK
 MA1487_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1487_SP_SET: ABUTMENT
 MA1487_STAMPING: F 143 1941
 MA1487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1487
 MA1487  HISTORY     - Date     Condition        Report By
 MA1487  HISTORY     - 1941     MONUMENTED       CGS
 MA1487
 MA1487                          STATION DESCRIPTION
 MA1487
 MA1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA1487'0.5 MI SW FROM ELGIN.
 MA1487'0.5 MILE SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA1487'STATION AT ELGIN, ERIE COUNTY, ABOUT 0.3 MILE EAST OF MILPOST
 MA1487'30, AT A STONE CULVERT UNDER THE TRACKS, 0.7 FOOT SOUTH OF THE
 MA1487'NORTH EDGE OF THE EAST ABUTMENT, 0.7 FOOT WEST OF THE EAST EDGE,
 MA1487'17.9 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 6 FEET SOUTH OF
 MA1487'THE RIGHT-OF-WAY FENCE, AND ABOUT 8 FEET LOWER THAN THE LEVEL
 MA1487'OF THE TRACK.  A STANDARD DISK, STAMPED F 143 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0872 ***********************************************************************
 KW0872  DESIGNATION -  F 144
 KW0872  PID         -  KW0872
 KW0872  STATE/COUNTY-  PA/DAUPHIN
 KW0872  USGS QUAD   -  HARRISBURG WEST (1987)
 KW0872
 KW0872                         *CURRENT SURVEY CONTROL
 KW0872  ___________________________________________________________________
 KW0872* NAD 83(1986)-  40 20 07.     (N)    076 54 15.     (W)     SCALED    
 KW0872* NAVD 88     -       106.442  (meters)     349.22   (feet)  ADJUSTED  
 KW0872  ___________________________________________________________________
 KW0872  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 KW0872  DYNAMIC HT  -         106.389 (meters)     349.04  (feet)  COMP
 KW0872  MODELED GRAV-     980,133.5   (mgal)                       NAVD 88
 KW0872
 KW0872  VERT ORDER  -  FIRST     CLASS II
 KW0872
 KW0872.The horizontal coordinates were scaled from a topographic map and have
 KW0872.an estimated accuracy of +/- 6 seconds.
 KW0872
 KW0872.The orthometric height was determined by differential leveling
 KW0872.and adjusted by the National Geodetic Survey in June 1991..
 KW0872.WARNING-Repeat measurements at this control monument indicate possible
 KW0872.vertical movement.
 KW0872
 KW0872.The geoid height was determined by GEOID03.
 KW0872
 KW0872.The dynamic height is computed by dividing the NAVD 88
 KW0872.geopotential number by the normal gravity value computed on the
 KW0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0872.degrees latitude (g = 980.6199 gals.).
 KW0872
 KW0872.The modeled gravity was interpolated from observed gravity values.
 KW0872
 KW0872;                    North         East    Units  Estimated Accuracy
 KW0872;SPC PA S     -   111,600.      671,870.      MT  (+/- 180 meters Scaled)
 KW0872
 KW0872                          SUPERSEDED SURVEY CONTROL
 KW0872
 KW0872  NGVD 29 (??/??/??)  106.658  (m)          349.93   (f) ADJUSTED    1 2
 KW0872
 KW0872.Superseded values are not recommended for survey control.
 KW0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0872.See file dsdata.txt to determine how the superseded data were derived.
 KW0872
 KW0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK382667(NAD 83)
 KW0872_MARKER: DB = BENCH MARK DISK
 KW0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0872_SP_SET: STONE RETAINING WALL
 KW0872_STAMPING: F 144 1941
 KW0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0872+STABILITY: SURFACE MOTION
 KW0872_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0872+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 KW0872
 KW0872  HISTORY     - Date     Condition        Report By
 KW0872  HISTORY     - 1941     MONUMENTED       CGS
 KW0872  HISTORY     - 1966     GOOD             CGS
 KW0872  HISTORY     - 20060904 GOOD             GEOCAC
 KW0872
 KW0872                          STATION DESCRIPTION
 KW0872
 KW0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0872'5.2 MI N FROM HARRISBURG.
 KW0872'ABOUT 5.15 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW0872'STATION AT HARRISBURG, SET IN THE TOP OF THE STONE RETAINING
 KW0872'WALL WHICH FORMS AN ARCH FOR A STAIRWAY AT THE EAST END OF
 KW0872'THE ROCKVILLE RAILROAD BRIDGE OVER THE SUSQUEHANNA RIVER, 25 FEET
 KW0872'NORTHWEST OF THE NORTHWEST RAIL OF THE MOST NORTHWESTERLY TRACK,
 KW0872'16 FEET EAST OF A 45 DEGREE ANGLE IN THE RETAINING WALL AT THE
 KW0872'EAST END OF THE BRIDGE, 12.2 FEET EAST OF THE NORTHEAST CORNER
 KW0872'OF A METAL BATTERY BOX, 9.0 FEET EAST OF BENCH MARK 6 (P.R.R.),
 KW0872'AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS.
 KW0872
 KW0872                          STATION RECOVERY (2006)
 KW0872
 KW0872'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0872'MARK FOUND AS DESCRIBED. THERE IS NO STAIRWAY HOWEVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1815 ***********************************************************************
 KW1815  DESIGNATION -  F 145
 KW1815  PID         -  KW1815
 KW1815  STATE/COUNTY-  PA/PERRY
 KW1815  USGS QUAD   -  NEWPORT (1973)
 KW1815
 KW1815                         *CURRENT SURVEY CONTROL
 KW1815  ___________________________________________________________________
 KW1815* NAD 83(1986)-  40 28 40.     (N)    077 07 52.     (W)     SCALED    
 KW1815* NAVD 88     -       120.157  (meters)     394.22   (feet)  ADJUSTED  
 KW1815  ___________________________________________________________________
 KW1815  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KW1815  DYNAMIC HT  -         120.100 (meters)     394.03  (feet)  COMP
 KW1815  MODELED GRAV-     980,151.7   (mgal)                       NAVD 88
 KW1815
 KW1815  VERT ORDER  -  FIRST     CLASS I
 KW1815
 KW1815.The horizontal coordinates were scaled from a topographic map and have
 KW1815.an estimated accuracy of +/- 6 seconds.
 KW1815
 KW1815.The orthometric height was determined by differential leveling
 KW1815.and adjusted by the National Geodetic Survey in June 1991..
 KW1815
 KW1815.The geoid height was determined by GEOID03.
 KW1815
 KW1815.The dynamic height is computed by dividing the NAVD 88
 KW1815.geopotential number by the normal gravity value computed on the
 KW1815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1815.degrees latitude (g = 980.6199 gals.).
 KW1815
 KW1815.The modeled gravity was interpolated from observed gravity values.
 KW1815
 KW1815;                    North         East    Units  Estimated Accuracy
 KW1815;SPC PA S     -   127,260.      652,480.      MT  (+/- 180 meters Scaled)
 KW1815
 KW1815                          SUPERSEDED SURVEY CONTROL
 KW1815
 KW1815  NGVD 29 (??/??/??)  120.376  (m)          394.93   (f) ADJUSTED    1 1
 KW1815
 KW1815.Superseded values are not recommended for survey control.
 KW1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1815.See file dsdata.txt to determine how the superseded data were derived.
 KW1815
 KW1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK193829(NAD 83)
 KW1815_MARKER: DB = BENCH MARK DISK
 KW1815_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1815_SP_SET: LEDGE
 KW1815_STAMPING: F 145 1941
 KW1815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1815_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1815+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2004
 KW1815
 KW1815  HISTORY     - Date     Condition        Report By
 KW1815  HISTORY     - 1941     MONUMENTED       CGS
 KW1815  HISTORY     - 1966     GOOD             CGS
 KW1815  HISTORY     - 20041119 GOOD             INDIV
 KW1815
 KW1815                          STATION DESCRIPTION
 KW1815
 KW1815'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1815'0.1 MI SE FROM NEWPORT.
 KW1815'ABOUT 0.1 MILE SOUTHWEST ALONG STATE HIGHWAY 34 FROM THE
 KW1815'ABANDONED PENNSYLVANIA RAILROAD STATION AT NEWPORT, 103 FEET
 KW1815'NORTHWEST OF THE CENTER LINE OF MARKET STREET WHICH IS STATE
 KW1815'HIGHWAY 34, SET IN THE TOP OF A GRANITE LEDGE AT THE EAST
 KW1815'CORNER OF THE FIRST NATIONAL BANK BUILDING, 14.8 FEET SOUTHWEST
 KW1815'OF THE SOUTHWEST CURB OF 2ND STREET, 11 FEET SOUTHEAST OF
 KW1815'THE CENTER OF THE MAIN ENTRANCE TO THE BUILDING, 1.3 FEET
 KW1815'NORTHWEST OF A ROUND STONE PILLAR, AND 1.3 FEET ABOVE THE LEVEL
 KW1815'OF THE SIDEWALK.
 KW1815
 KW1815                          STATION RECOVERY (2004)
 KW1815
 KW1815'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HGM)
 KW1815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1367 ***********************************************************************
 KW1367  DESIGNATION -  F 146
 KW1367  PID         -  KW1367
 KW1367  STATE/COUNTY-  PA/DAUPHIN
 KW1367  USGS QUAD   -  MILLERSBURG (1969)
 KW1367
 KW1367                         *CURRENT SURVEY CONTROL
 KW1367  ___________________________________________________________________
 KW1367* NAD 83(1986)-  40 36 21.     (N)    076 56 06.     (W)     SCALED    
 KW1367* NAVD 88     -       122.359  (meters)     401.44   (feet)  ADJUSTED  
 KW1367  ___________________________________________________________________
 KW1367  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KW1367  DYNAMIC HT  -         122.301 (meters)     401.25  (feet)  COMP
 KW1367  MODELED GRAV-     980,150.7   (mgal)                       NAVD 88
 KW1367
 KW1367  VERT ORDER  -  FIRST     CLASS II
 KW1367
 KW1367.The horizontal coordinates were scaled from a topographic map and have
 KW1367.an estimated accuracy of +/- 6 seconds.
 KW1367
 KW1367.The orthometric height was determined by differential leveling
 KW1367.and adjusted by the National Geodetic Survey in June 1991..
 KW1367
 KW1367.The geoid height was determined by GEOID03.
 KW1367
 KW1367.The dynamic height is computed by dividing the NAVD 88
 KW1367.geopotential number by the normal gravity value computed on the
 KW1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1367.degrees latitude (g = 980.6199 gals.).
 KW1367
 KW1367.The modeled gravity was interpolated from observed gravity values.
 KW1367
 KW1367;                    North         East    Units  Estimated Accuracy
 KW1367;SPC PA S     -   141,610.      668,970.      MT  (+/- 180 meters Scaled)
 KW1367
 KW1367                          SUPERSEDED SURVEY CONTROL
 KW1367
 KW1367  NGVD 29 (??/??/??)  122.587  (m)          402.19   (f) ADJUSTED    1 2
 KW1367
 KW1367.Superseded values are not recommended for survey control.
 KW1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1367.See file dsdata.txt to determine how the superseded data were derived.
 KW1367
 KW1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK362968(NAD 83)
 KW1367_MARKER: DB = BENCH MARK DISK
 KW1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1367_STAMPING: F 146 1941
 KW1367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1367+STABILITY: SURFACE MOTION
 KW1367
 KW1367  HISTORY     - Date     Condition        Report By
 KW1367  HISTORY     - 1941     MONUMENTED       CGS
 KW1367  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW1367  HISTORY     - 20060319 MARK NOT FOUND   GEOCAC
 KW1367
 KW1367                          STATION DESCRIPTION
 KW1367
 KW1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1367'5.7 MI N FROM MILLERSBURG.
 KW1367'5.7 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KW1367'AT MILLERSBURG, 0.7 MILE NORTH OF PAXTON, 307 FEET UPSTREAM AND
 KW1367'ACROSS THE TRACKS FROM MILEPOST 118, 60 FEET DOWNSTREAM AND
 KW1367'ACROSS THE TRACKS FROM THE CENTER OF A PRIVATE ROAD CROSSING, 22
 KW1367'FEET RIVERWARD OF THE RIVER RAIL, 9.6 FEET RIVERWARD OF A POLE
 KW1367'AND 26.5 FEET NORTH OF A BLAZED 24 INCH OAK TREE.  A STANDARD
 KW1367'DISK, STAMPED F 146 1941 AND SET IN THE TOP OF A CONCRETE POST.
 KW1367
 KW1367                          STATION RECOVERY (1989)
 KW1367
 KW1367'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1367'MARK NOT FOUND.
 KW1367
 KW1367                          STATION RECOVERY (2006)
 KW1367
 KW1367'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW1367'RIVERWARD TRACK HAS BEEN REMOVED AND AREA HAS BEEN BULLDOZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1410 ***********************************************************************
 KW1410  DESIGNATION -  F 147
 KW1410  PID         -  KW1410
 KW1410  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW1410  USGS QUAD   -  NORTHUMBERLAND (1994)
 KW1410
 KW1410                         *CURRENT SURVEY CONTROL
 KW1410  ___________________________________________________________________
 KW1410* NAD 83(1986)-  40 57 13.     (N)    076 51 27.     (W)     SCALED    
 KW1410* NAVD 88     -       139.293  (meters)     457.00   (feet)  ADJUSTED  
 KW1410  ___________________________________________________________________
 KW1410  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KW1410  DYNAMIC HT  -         139.233 (meters)     456.80  (feet)  COMP
 KW1410  MODELED GRAV-     980,187.8   (mgal)                       NAVD 88
 KW1410
 KW1410  VERT ORDER  -  FIRST     CLASS II
 KW1410
 KW1410.The horizontal coordinates were scaled from a topographic map and have
 KW1410.an estimated accuracy of +/- 6 seconds.
 KW1410
 KW1410.The orthometric height was determined by differential leveling
 KW1410.and adjusted by the National Geodetic Survey in June 1991..
 KW1410
 KW1410.The geoid height was determined by GEOID03.
 KW1410
 KW1410.The dynamic height is computed by dividing the NAVD 88
 KW1410.geopotential number by the normal gravity value computed on the
 KW1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1410.degrees latitude (g = 980.6199 gals.).
 KW1410
 KW1410.The modeled gravity was interpolated from observed gravity values.
 KW1410
 KW1410;                    North         East    Units  Estimated Accuracy
 KW1410;SPC PA N     -    87,780.      675,140.      MT  (+/- 180 meters Scaled)
 KW1410
 KW1410                          SUPERSEDED SURVEY CONTROL
 KW1410
 KW1410  NGVD 29 (??/??/??)  139.522  (m)          457.75   (f) ADJUSTED    1 2
 KW1410
 KW1410.Superseded values are not recommended for survey control.
 KW1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1410.See file dsdata.txt to determine how the superseded data were derived.
 KW1410
 KW1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL436352(NAD 83)
 KW1410_MARKER: DB = BENCH MARK DISK
 KW1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1410_STAMPING: F 147 1941
 KW1410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1410+STABILITY: SURFACE MOTION
 KW1410
 KW1410  HISTORY     - Date     Condition        Report By
 KW1410  HISTORY     - 1941     MONUMENTED       CGS
 KW1410  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW1410
 KW1410                          STATION DESCRIPTION
 KW1410
 KW1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1410'0.8 MI S FROM MONTANDON.
 KW1410'0.8 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KW1410'AT MONTANDON, 0.4 MILE NORTH OF MILEPOST 280, ABOUT 75 FEET
 KW1410'NORTH OF POLE 47, 32.5 FEET EAST OF THE EAST RAIL OF THE TRACK,
 KW1410'AND 20 FEET WEST OF THE CENTERLINE OF A ROAD.  A STANDARD DISK,
 KW1410'STAMPED F 147 1941 AND SET IN THE TOP OF A CONCRETE POST.
 KW1410
 KW1410                          STATION RECOVERY (1989)
 KW1410
 KW1410'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0616 ***********************************************************************
 LY0616  DESIGNATION -  F 148
 LY0616  PID         -  LY0616
 LY0616  STATE/COUNTY-  PA/PIKE
 LY0616  USGS QUAD   -  POND EDDY (1992)
 LY0616
 LY0616                         *CURRENT SURVEY CONTROL
 LY0616  ___________________________________________________________________
 LY0616* NAD 83(1986)-  41 25 26.     (N)    074 46 40.     (W)     SCALED    
 LY0616* NAVD 88     -       168.059  (meters)     551.37   (feet)  ADJUSTED  
 LY0616  ___________________________________________________________________
 LY0616  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 LY0616  DYNAMIC HT  -         167.989 (meters)     551.14  (feet)  COMP
 LY0616  MODELED GRAV-     980,207.7   (mgal)                       NAVD 88
 LY0616
 LY0616  VERT ORDER  -  FIRST     CLASS II
 LY0616
 LY0616.The horizontal coordinates were scaled from a topographic map and have
 LY0616.an estimated accuracy of +/- 6 seconds.
 LY0616
 LY0616.The orthometric height was determined by differential leveling
 LY0616.and adjusted by the National Geodetic Survey in June 1991..
 LY0616
 LY0616.The geoid height was determined by GEOID03.
 LY0616
 LY0616.The dynamic height is computed by dividing the NAVD 88
 LY0616.geopotential number by the normal gravity value computed on the
 LY0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0616.degrees latitude (g = 980.6199 gals.).
 LY0616
 LY0616.The modeled gravity was interpolated from observed gravity values.
 LY0616
 LY0616;                    North         East    Units  Estimated Accuracy
 LY0616;SPC PA N     -   143,880.      848,400.      MT  (+/- 180 meters Scaled)
 LY0616
 LY0616                          SUPERSEDED SURVEY CONTROL
 LY0616
 LY0616  NGVD 29 (??/??/92)  168.233  (m)          551.94   (f) ADJ UNCH    1 2
 LY0616
 LY0616.Superseded values are not recommended for survey control.
 LY0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0616.See file dsdata.txt to determine how the superseded data were derived.
 LY0616
 LY0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL185858(NAD 83)
 LY0616_MARKER: DB = BENCH MARK DISK
 LY0616_SETTING: 66 = SET IN ROCK OUTCROP
 LY0616_SP_SET: ROCK OUTCROP
 LY0616_STAMPING: F 148 1941
 LY0616_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0616+STABILITY: POSITION/ELEVATION WELL
 LY0616
 LY0616  HISTORY     - Date     Condition        Report By
 LY0616  HISTORY     - 1941     MONUMENTED       CGS
 LY0616
 LY0616                          STATION DESCRIPTION
 LY0616
 LY0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LY0616'3.6 MI NW FROM MILL RIFT.
 LY0616'3.6 MILES NORTHWEST ALONG THE ERIE RAILROAD FROM THE STATION AT
 LY0616'MILL RIFT, PIKE COUNTY, ABOUT 0.1 MILE SOUTHEAST OF MILEPOST 95,
 LY0616'5.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTH-BOUND
 LY0616'TRACK, IN A ROCK OUTCROP, AND ABOUT 6 INCHES HIGHER THAN THE
 LY0616'TRACK.  A STANDARD DISK, STAMPED F 148 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0021 ***********************************************************************
 KX0021  DESIGNATION -  F 149
 KX0021  PID         -  KX0021
 KX0021  STATE/COUNTY-  PA/HUNTINGDON
 KX0021  USGS QUAD   -  TYRONE (1994)
 KX0021
 KX0021                         *CURRENT SURVEY CONTROL
 KX0021  ___________________________________________________________________
 KX0021* NAD 83(1986)-  40 38 00.     (N)    078 11 12.     (W)     SCALED    
 KX0021* NAVD 88     -       256.222  (meters)     840.62   (feet)  ADJUSTED  
 KX0021  ___________________________________________________________________
 KX0021  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KX0021  DYNAMIC HT  -         256.093 (meters)     840.20  (feet)  COMP
 KX0021  MODELED GRAV-     980,116.3   (mgal)                       NAVD 88
 KX0021
 KX0021  VERT ORDER  -  FIRST     CLASS I
 KX0021
 KX0021.The horizontal coordinates were scaled from a topographic map and have
 KX0021.an estimated accuracy of +/- 6 seconds.
 KX0021
 KX0021.The orthometric height was determined by differential leveling
 KX0021.and adjusted by the National Geodetic Survey in June 1991..
 KX0021
 KX0021.The geoid height was determined by GEOID03.
 KX0021
 KX0021.The dynamic height is computed by dividing the NAVD 88
 KX0021.geopotential number by the normal gravity value computed on the
 KX0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0021.degrees latitude (g = 980.6199 gals.).
 KX0021
 KX0021.The modeled gravity was interpolated from observed gravity values.
 KX0021
 KX0021;                    North         East    Units  Estimated Accuracy
 KX0021;SPC PA S     -   144,440.      563,060.      MT  (+/- 180 meters Scaled)
 KX0021
 KX0021                          SUPERSEDED SURVEY CONTROL
 KX0021
 KX0021  NGVD 29 (??/??/92)  256.406  (m)          841.23   (f) ADJ UNCH    1 1
 KX0021
 KX0021.Superseded values are not recommended for survey control.
 KX0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0021.See file dsdata.txt to determine how the superseded data were derived.
 KX0021
 KX0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF379018(NAD 83)
 KX0021_MARKER: DB = BENCH MARK DISK
 KX0021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0021_SP_SET: ABUTMENT
 KX0021_STAMPING: F 149 1941
 KX0021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX0021+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2003
 KX0021
 KX0021  HISTORY     - Date     Condition        Report By
 KX0021  HISTORY     - 1941     MONUMENTED       CGS
 KX0021  HISTORY     - 1966     GOOD             NGS
 KX0021  HISTORY     - 20031118 GOOD             PADT
 KX0021
 KX0021                          STATION DESCRIPTION
 KX0021
 KX0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0021'3.8 MI SE FROM TYRONE.
 KX0021'ABOUT 3.8 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD
 KX0021'FROM THE STATION AT TYRONE, 0.2 MILE NORTHWEST OF MILEPOST 218,
 KX0021'0.25 MILE SOUTHEAST OF A BRIDGE OVER THE LITTLE JUNIATA RIVER,
 KX0021'6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST SET
 KX0021'OF TRACKS, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 KX0021'ABUTMENT OF RAILROAD BRIDGE NUMBER 218/17 OVER A PRIVATE ROAD,
 KX0021'0.6 FEET SOUTHEAST OF THE SOUTHEAST END OF THE NORTHEAST
 KX0021'CONCRETE GUARD RAIL BASE, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 KX0021'TRACKS.
 KX0021
 KX0021                          STATION RECOVERY (2003)
 KX0021
 KX0021'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (TRN)
 KX0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0901 ***********************************************************************
 LZ0901  DESIGNATION -  F 15
 LZ0901  PID         -  LZ0901
 LZ0901  STATE/COUNTY-  PA/LYCOMING
 LZ0901  USGS QUAD   -  WILLIAMSPORT (1986)
 LZ0901
 LZ0901                         *CURRENT SURVEY CONTROL
 LZ0901  ___________________________________________________________________
 LZ0901* NAD 83(1986)-  41 13 08.     (N)    077 07 14.     (W)     SCALED    
 LZ0901* NAVD 88     -       162.671  (meters)     533.70   (feet)  ADJUSTED  
 LZ0901  ___________________________________________________________________
 LZ0901  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LZ0901  DYNAMIC HT  -         162.600 (meters)     533.46  (feet)  COMP
 LZ0901  MODELED GRAV-     980,182.1   (mgal)                       NAVD 88
 LZ0901
 LZ0901  VERT ORDER  -  FIRST     CLASS II
 LZ0901
 LZ0901.The horizontal coordinates were scaled from a topographic map and have
 LZ0901.an estimated accuracy of +/- 6 seconds.
 LZ0901
 LZ0901.The orthometric height was determined by differential leveling
 LZ0901.and adjusted by the National Geodetic Survey in June 1991..
 LZ0901
 LZ0901.The geoid height was determined by GEOID03.
 LZ0901
 LZ0901.The dynamic height is computed by dividing the NAVD 88
 LZ0901.geopotential number by the normal gravity value computed on the
 LZ0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0901.degrees latitude (g = 980.6199 gals.).
 LZ0901
 LZ0901.The modeled gravity was interpolated from observed gravity values.
 LZ0901
 LZ0901;                    North         East    Units  Estimated Accuracy
 LZ0901;SPC PA N     -   117,050.      652,780.      MT  (+/- 180 meters Scaled)
 LZ0901
 LZ0901                          SUPERSEDED SURVEY CONTROL
 LZ0901
 LZ0901  NGVD 29 (??/??/92)  162.887  (m)          534.41   (f) ADJ UNCH    1 2
 LZ0901
 LZ0901.Superseded values are not recommended for survey control.
 LZ0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0901.See file dsdata.txt to determine how the superseded data were derived.
 LZ0901
 LZ0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL222652(NAD 83)
 LZ0901_MARKER: DB = BENCH MARK DISK
 LZ0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0901_STAMPING: F 15 1934
 LZ0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0901+STABILITY: SURFACE MOTION
 LZ0901
 LZ0901  HISTORY     - Date     Condition        Report By
 LZ0901  HISTORY     - 1934     MONUMENTED       CGS
 LZ0901  HISTORY     - 1942     GOOD             NGS
 LZ0901
 LZ0901                          STATION DESCRIPTION
 LZ0901
 LZ0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0901'0.1 MI W FROM NISBET.
 LZ0901'0.1 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM NISBET,
 LZ0901'LYCOMING COUNTY, 250 FEET EAST OF MILEAGE POST 242.5, 550 FEET
 LZ0901'NORTHEAST OF A ROAD CROSSING, 56 FEET SOUTH OF THE SOUTH RAIL OF
 LZ0901'THE EASTBOUND MAIN TRACK, AND 70 FEET NORTH OF A ROAD.  A STANDARD
 LZ0901'DISK, STAMPED F 15 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LZ0901
 LZ0901                          STATION RECOVERY (1942)
 LZ0901
 LZ0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 LZ0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1638 ***********************************************************************
 KW1638  DESIGNATION -  F 150
 KW1638  PID         -  KW1638
 KW1638  STATE/COUNTY-  PA/SNYDER
 KW1638  USGS QUAD   -  BEAVERTOWN (1973)
 KW1638
 KW1638                         *CURRENT SURVEY CONTROL
 KW1638  ___________________________________________________________________
 KW1638* NAD 83(1986)-  40 45 45.     (N)    077 12 36.     (W)     SCALED    
 KW1638* NAVD 88     -       177.102  (meters)     581.04   (feet)  ADJUSTED  
 KW1638  ___________________________________________________________________
 KW1638  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 KW1638  DYNAMIC HT  -         177.020 (meters)     580.77  (feet)  COMP
 KW1638  MODELED GRAV-     980,155.5   (mgal)                       NAVD 88
 KW1638
 KW1638  VERT ORDER  -  SECOND    CLASS 0
 KW1638
 KW1638.The horizontal coordinates were scaled from a topographic map and have
 KW1638.an estimated accuracy of +/- 6 seconds.
 KW1638
 KW1638.The orthometric height was determined by differential leveling
 KW1638.and adjusted by the National Geodetic Survey in June 1991..
 KW1638
 KW1638.The geoid height was determined by GEOID03.
 KW1638
 KW1638.The dynamic height is computed by dividing the NAVD 88
 KW1638.geopotential number by the normal gravity value computed on the
 KW1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1638.degrees latitude (g = 980.6199 gals.).
 KW1638
 KW1638.The modeled gravity was interpolated from observed gravity values.
 KW1638
 KW1638;                    North         East    Units  Estimated Accuracy
 KW1638;SPC PA S     -   158,830.      645,590.      MT  (+/- 180 meters Scaled)
 KW1638
 KW1638                          SUPERSEDED SURVEY CONTROL
 KW1638
 KW1638  NGVD 29 (??/??/??)  177.330  (m)          581.79   (f) ADJUSTED    2 0
 KW1638
 KW1638.Superseded values are not recommended for survey control.
 KW1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1638.See file dsdata.txt to determine how the superseded data were derived.
 KW1638
 KW1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL134147(NAD 83)
 KW1638_MARKER: DB = BENCH MARK DISK
 KW1638_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1638_SP_SET: BRIDGE
 KW1638_STAMPING: F 150 1941
 KW1638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1638
 KW1638  HISTORY     - Date     Condition        Report By
 KW1638  HISTORY     - 1941     MONUMENTED       CGS
 KW1638
 KW1638                          STATION DESCRIPTION
 KW1638
 KW1638'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1638'1.3 MI N FROM BEAVER SPRINGS.
 KW1638'1.3 MILES NORTH ALONG STATE HIGHWAY 929 FROM THE PENNSYLVANIA
 KW1638'RAILROAD STATION AT BEAVER SPRINGS, AT BRIDGE 61+78 OVER MIDDLE
 KW1638'CREEK, IN THE TOP OF THE SOUTHEAST CONCRETE GUARD RAIL, 1.3
 KW1638'FEET SOUTHWEST OF THE NORTHEAST END, 15.9 FEET SOUTHEAST OF
 KW1638'THE CENTER LINE OF THE HIGHWAY, AND 3.4 FEET HIGHER THAN THE
 KW1638'PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1729 ***********************************************************************
 KW1729  DESIGNATION -  F 151
 KW1729  PID         -  KW1729
 KW1729  STATE/COUNTY-  PA/JUNIATA
 KW1729  USGS QUAD   -  MIFFLINTOWN (1978)
 KW1729
 KW1729                         *CURRENT SURVEY CONTROL
 KW1729  ___________________________________________________________________
 KW1729* NAD 83(1986)-  40 36 27.     (N)    077 27 24.     (W)     SCALED    
 KW1729* NAVD 88     -       141.780  (meters)     465.16   (feet)  ADJUSTED  
 KW1729  ___________________________________________________________________
 KW1729  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 KW1729  DYNAMIC HT  -         141.713 (meters)     464.94  (feet)  COMP
 KW1729  MODELED GRAV-     980,149.4   (mgal)                       NAVD 88
 KW1729
 KW1729  VERT ORDER  -  FIRST     CLASS I
 KW1729
 KW1729.The horizontal coordinates were scaled from a topographic map and have
 KW1729.an estimated accuracy of +/- 6 seconds.
 KW1729
 KW1729.The orthometric height was determined by differential leveling
 KW1729.and adjusted by the National Geodetic Survey in June 1991..
 KW1729
 KW1729.The geoid height was determined by GEOID03.
 KW1729
 KW1729.The dynamic height is computed by dividing the NAVD 88
 KW1729.geopotential number by the normal gravity value computed on the
 KW1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1729.degrees latitude (g = 980.6199 gals.).
 KW1729
 KW1729.The modeled gravity was interpolated from observed gravity values.
 KW1729
 KW1729;                    North         East    Units  Estimated Accuracy
 KW1729;SPC PA S     -   141,520.      624,830.      MT  (+/- 180 meters Scaled)
 KW1729
 KW1729                          SUPERSEDED SURVEY CONTROL
 KW1729
 KW1729  NGVD 29 (??/??/??)  141.988  (m)          465.84   (f) ADJUSTED    1 1
 KW1729
 KW1729.Superseded values are not recommended for survey control.
 KW1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1729.See file dsdata.txt to determine how the superseded data were derived.
 KW1729
 KW1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK921980(NAD 83)
 KW1729_MARKER: DB = BENCH MARK DISK
 KW1729_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1729_SP_SET: CULVERT
 KW1729_STAMPING: F 151 1941
 KW1729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1729
 KW1729  HISTORY     - Date     Condition        Report By
 KW1729  HISTORY     - 1941     MONUMENTED       CGS
 KW1729  HISTORY     - 1966     GOOD             CGS
 KW1729
 KW1729                          STATION DESCRIPTION
 KW1729
 KW1729'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1729'4.2 MI NW FROM MIFFLIN.
 KW1729'ABOUT 4.25 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW1729'THE STATION AT MIFFLIN, 18 RAILS WEST OF MILEPOST 158, ABOUT
 KW1729'MIDWAY BETWEEN 2 CONCRETE RETAINING WALLS WHICH ARE ON THE SOUTH
 KW1729'SIDE OF THE TRACK, 14 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 KW1729'SET OF TRACKS, SET IN THE TOP OF THE WEST END OF THE NORTH
 KW1729'CONCRETE HEADWALL OF A 12-INCH CORRUGATED METAL CULVERT 24 FEET
 KW1729'WEST OF THE 8TH TELEPHONE POLE WEST OF MILEPOST 158, AND ABOUT
 KW1729'3 FEET BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3476 ***********************************************************************
 JV3476  DESIGNATION -  F 151 PADH
 JV3476  PID         -  JV3476
 JV3476  STATE/COUNTY-  PA/FRANKLIN
 JV3476  USGS QUAD   -  WILLIAMSON (1990)
 JV3476
 JV3476                         *CURRENT SURVEY CONTROL
 JV3476  ___________________________________________________________________
 JV3476* NAD 83(1986)-  39 48 15.     (N)    077 52 14.     (W)     SCALED    
 JV3476* NAVD 88     -       152.906  (meters)     501.66   (feet)  ADJUSTED  
 JV3476  ___________________________________________________________________
 JV3476  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JV3476  DYNAMIC HT  -         152.818 (meters)     501.37  (feet)  COMP
 JV3476  MODELED GRAV-     980,051.2   (mgal)                       NAVD 88
 JV3476
 JV3476  VERT ORDER  -  SECOND    CLASS 0
 JV3476
 JV3476.The horizontal coordinates were scaled from a topographic map and have
 JV3476.an estimated accuracy of +/- 6 seconds.
 JV3476
 JV3476.The orthometric height was determined by differential leveling
 JV3476.and adjusted by the National Geodetic Survey in June 1991..
 JV3476
 JV3476.The geoid height was determined by GEOID03.
 JV3476
 JV3476.The dynamic height is computed by dividing the NAVD 88
 JV3476.geopotential number by the normal gravity value computed on the
 JV3476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3476.degrees latitude (g = 980.6199 gals.).
 JV3476
 JV3476.The modeled gravity was interpolated from observed gravity values.
 JV3476
 JV3476;                    North         East    Units  Estimated Accuracy
 JV3476;SPC PA S     -    52,290.      589,680.      MT  (+/- 180 meters Scaled)
 JV3476
 JV3476                          SUPERSEDED SURVEY CONTROL
 JV3476
 JV3476  NGVD 29 (??/??/??)  153.099  (m)          502.29   (f) ADJUSTED    2 0
 JV3476
 JV3476.Superseded values are not recommended for survey control.
 JV3476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3476.See file dsdata.txt to determine how the superseded data were derived.
 JV3476
 JV3476_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK542099(NAD 83)
 JV3476_MARKER: DD = SURVEY DISK
 JV3476_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3476_SP_SET: BRIDGE
 JV3476_STAMPING: F-151 1942
 JV3476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3476
 JV3476  HISTORY     - Date     Condition        Report By
 JV3476  HISTORY     - 1942     MONUMENTED       PADH
 JV3476  HISTORY     - 1942     GOOD             CGS
 JV3476
 JV3476                          STATION DESCRIPTION
 JV3476
 JV3476'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3476'2.4 MI SE FROM MERCERSBURG.
 JV3476'2.4 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 16 FROM THE POST
 JV3476'OFFICE AT MERCERSBURG, SET IN THE SOUTHWEST CORNER OF THE NORTHWEST
 JV3476'ABUTMENT OF THE LARGE CONCRETE BRIDGE OVER THE WEST BRANCH OF THE
 JV3476'CONOCOCHEAGUE CREEK, 14 FEET SOUTHWEST OF THE CENTER-LINE OF THE
 JV3476'HIGHWAY.  A STANDARD PENNSYLVANIA DEPARTMENT OF HIGHWAYS DISK.
 JV3476'STAMPED BY THE U.S.C. AND G.S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3477 ***********************************************************************
 JV3477  DESIGNATION -  F 151 PADH RESET 1958
 JV3477  PID         -  JV3477
 JV3477  STATE/COUNTY-  PA/FRANKLIN
 JV3477  USGS QUAD   -  WILLIAMSON (1990)
 JV3477
 JV3477                         *CURRENT SURVEY CONTROL
 JV3477  ___________________________________________________________________
 JV3477* NAD 83(1986)-  39 48 15.     (N)    077 52 14.     (W)     SCALED    
 JV3477* NAVD 88     -       152.88   (+/-2cm)     501.6    (feet)  VERTCON   
 JV3477  ___________________________________________________________________
 JV3477  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JV3477
 JV3477  VERT ORDER  -  THIRD (See Below)
 JV3477
 JV3477.The horizontal coordinates were scaled from a topographic map and have
 JV3477.an estimated accuracy of +/- 6 seconds.
 JV3477
 JV3477.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV3477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV3477.The vertical order pertains to the NGVD 29 superseded value.
 JV3477
 JV3477.The geoid height was determined by GEOID03.
 JV3477
 JV3477;                    North         East    Units  Estimated Accuracy
 JV3477;SPC PA S     -    52,290.      589,680.      MT  (+/- 180 meters Scaled)
 JV3477
 JV3477                          SUPERSEDED SURVEY CONTROL
 JV3477
 JV3477  NGVD 29 (??/??/??)  153.08   (m)          502.2    (f) RESET       3  
 JV3477
 JV3477.Superseded values are not recommended for survey control.
 JV3477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3477.See file dsdata.txt to determine how the superseded data were derived.
 JV3477
 JV3477_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK542099(NAD 83)
 JV3477_MARKER: DD = SURVEY DISK
 JV3477_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3477_SP_SET: BRIDGE
 JV3477_STAMPING: F 151 PDH RESET 1958
 JV3477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3477
 JV3477  HISTORY     - Date     Condition        Report By
 JV3477  HISTORY     - 1958     MONUMENTED       PADH
 JV3477  HISTORY     - 1959     GOOD             CGS
 JV3477
 JV3477                          STATION DESCRIPTION
 JV3477
 JV3477'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JV3477'2.4 MI SE FROM MERCERSBURG.
 JV3477'THE MARK IS LOCATED 2.4 MILES SOUTHEAST ALONG STATE HIGHWAY 16
 JV3477'FROM THE POST OFFICE AT MERCERSBURG, SET IN THE SOUTHWEST CORNER
 JV3477'OF THE WEST ABUTMENT OF THE LARGE CONCRETE BRIDGE OVER THE WEST
 JV3477'BRANCH OF THE CONOCOCHEAGUE CREEK, 22 FEET SOUTHWEST OF THE
 JV3477'CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2367 ***********************************************************************
 KW2367  DESIGNATION -  F 152
 KW2367  PID         -  KW2367
 KW2367  STATE/COUNTY-  PA/MIFFLIN
 KW2367  USGS QUAD   -  BARRVILLE (1998)
 KW2367
 KW2367                         *CURRENT SURVEY CONTROL
 KW2367  ___________________________________________________________________
 KW2367* NAD 83(1986)-  40 44 18.     (N)    077 37 53.     (W)     SCALED    
 KW2367* NAVD 88     -       421.760  (meters)    1383.72   (feet)  ADJUSTED  
 KW2367  ___________________________________________________________________
 KW2367  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 KW2367  DYNAMIC HT  -         421.544 (meters)    1383.02  (feet)  COMP
 KW2367  MODELED GRAV-     980,099.2   (mgal)                       NAVD 88
 KW2367
 KW2367  VERT ORDER  -  SECOND    CLASS 0
 KW2367
 KW2367.The horizontal coordinates were scaled from a topographic map and have
 KW2367.an estimated accuracy of +/- 6 seconds.
 KW2367
 KW2367.The orthometric height was determined by differential leveling
 KW2367.and adjusted by the National Geodetic Survey in June 1991..
 KW2367
 KW2367.The geoid height was determined by GEOID03.
 KW2367
 KW2367.The dynamic height is computed by dividing the NAVD 88
 KW2367.geopotential number by the normal gravity value computed on the
 KW2367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2367.degrees latitude (g = 980.6199 gals.).
 KW2367
 KW2367.The modeled gravity was interpolated from observed gravity values.
 KW2367
 KW2367;                    North         East    Units  Estimated Accuracy
 KW2367;SPC PA S     -   156,010.      610,020.      MT  (+/- 180 meters Scaled)
 KW2367
 KW2367                          SUPERSEDED SURVEY CONTROL
 KW2367
 KW2367  NGVD 29 (??/??/??)  421.963  (m)         1384.39   (f) ADJUSTED    2 0
 KW2367
 KW2367.Superseded values are not recommended for survey control.
 KW2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2367.See file dsdata.txt to determine how the superseded data were derived.
 KW2367
 KW2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL778130(NAD 83)
 KW2367_MARKER: DB = BENCH MARK DISK
 KW2367_SETTING: 80 = SET IN A BOULDER
 KW2367_SP_SET: BOULDER
 KW2367_STAMPING: F 152 1941
 KW2367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2367+STABILITY: SURFACE MOTION
 KW2367
 KW2367  HISTORY     - Date     Condition        Report By
 KW2367  HISTORY     - 1941     MONUMENTED       CGS
 KW2367  HISTORY     - 1966     MARK NOT FOUND   USGS
 KW2367
 KW2367                          STATION DESCRIPTION
 KW2367
 KW2367'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW2367'7.9 MI N FROM REEDSVILLE.
 KW2367'ABOUT 7.9 MILES NORTH ALONG U.S. HIGHWAY 322 FROM THE
 KW2367'PENNSYLVANIA RAILROAD STATION AT REEDSVILLE, MIFFLIN COUNTY, AT
 KW2367'A STATE-APPROVED WATER FOUNTAIN, IN THE LARGE BOULDER AT THE
 KW2367'SOUTHWEST END OF THE FOUNTAIN, 35.4 FEET SOUTH OF THE BOULDER
 KW2367'ON WHICH WATER FALLS, 38 FEET NORTHWEST OF THE CENTER LINE OF THE
 KW2367'HIGHWAY, 19 FEET NORTH OF POLE 623, AND ABOUT 2 FEET HIGHER THAN
 KW2367'THE HIGHWAY.  A STANDARD DISK, STAMPED F 152 1941.
 KW2367
 KW2367                          STATION RECOVERY (1966)
 KW2367
 KW2367'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KW2367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3599 ***********************************************************************
 JV3599  DESIGNATION -  F 152
 JV3599  PID         -  JV3599
 JV3599  STATE/COUNTY-  PA/FRANKLIN
 JV3599  USGS QUAD   -  MERCERSBURG (1990)
 JV3599
 JV3599                         *CURRENT SURVEY CONTROL
 JV3599  ___________________________________________________________________
 JV3599* NAD 83(1986)-  39 48 36.     (N)    077 57 03.     (W)     SCALED    
 JV3599* NAVD 88     -       202.969  (meters)     665.91   (feet)  ADJUSTED  
 JV3599  ___________________________________________________________________
 JV3599  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 JV3599  DYNAMIC HT  -         202.851 (meters)     665.52  (feet)  COMP
 JV3599  MODELED GRAV-     980,041.7   (mgal)                       NAVD 88
 JV3599
 JV3599  VERT ORDER  -  SECOND    CLASS 0
 JV3599
 JV3599.The horizontal coordinates were scaled from a topographic map and have
 JV3599.an estimated accuracy of +/- 6 seconds.
 JV3599
 JV3599.The orthometric height was determined by differential leveling
 JV3599.and adjusted by the National Geodetic Survey in June 1991..
 JV3599
 JV3599.The geoid height was determined by GEOID03.
 JV3599
 JV3599.The dynamic height is computed by dividing the NAVD 88
 JV3599.geopotential number by the normal gravity value computed on the
 JV3599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3599.degrees latitude (g = 980.6199 gals.).
 JV3599
 JV3599.The modeled gravity was interpolated from observed gravity values.
 JV3599
 JV3599;                    North         East    Units  Estimated Accuracy
 JV3599;SPC PA S     -    52,950.      582,800.      MT  (+/- 180 meters Scaled)
 JV3599
 JV3599                          SUPERSEDED SURVEY CONTROL
 JV3599
 JV3599  NGVD 29 (??/??/??)  203.163  (m)          666.54   (f) ADJUSTED    2 0
 JV3599
 JV3599.Superseded values are not recommended for survey control.
 JV3599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3599.See file dsdata.txt to determine how the superseded data were derived.
 JV3599
 JV3599_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK474108(NAD 83)
 JV3599_MARKER: DB = BENCH MARK DISK
 JV3599_SETTING: 80 = SET IN A BOULDER
 JV3599_SP_SET: BOULDERS
 JV3599_STAMPING: F 152 1942
 JV3599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3599+STABILITY: SURFACE MOTION
 JV3599
 JV3599  HISTORY     - Date     Condition        Report By
 JV3599  HISTORY     - 1942     MONUMENTED       CGS
 JV3599  HISTORY     - 19900918 MARK NOT FOUND   USGS
 JV3599  HISTORY     - 20040613 MARK NOT FOUND   GEOCAC
 JV3599
 JV3599                          STATION DESCRIPTION
 JV3599
 JV3599'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3599'3.4 MI SW FROM MERCERSBURG.
 JV3599'3.4 MILES SOUTHWEST ALONG THE COUNTY ROAD FROM THE POST OFFICE
 JV3599'AT MERCERSBURG, SET IN A LARGE ROCK BOULDER IN THE NORTH CORNER
 JV3599'OF THE ORCHARD, AT THE INTERSECTION OF THE MAIN ROAD AND AN OLD
 JV3599'COUNTY ROAD LEADING NORTHWEST INTO THE MOUNTAINS, 17.2 FEET SOUTH
 JV3599'OF THE CORNER FENCE POST, 29 FEET SOUTHEAST OF THE CENTER LINE
 JV3599'OF THE MAIN ROAD, 16.7 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE,
 JV3599'7.8 FEET SOUTHWEST OF THE NORTHWEST-AND-SOUTHEAST FENCE.
 JV3599
 JV3599                          STATION RECOVERY (1990)
 JV3599
 JV3599'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (GDS)
 JV3599'MARK NOT FOUND.
 JV3599
 JV3599                          STATION RECOVERY (2004)
 JV3599
 JV3599'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 JV3599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2161 ***********************************************************************
 KW2161  DESIGNATION -  F 153
 KW2161  PID         -  KW2161
 KW2161  STATE/COUNTY-  PA/MIFFLIN
 KW2161  USGS QUAD   -  MC VEYTOWN (1971)
 KW2161
 KW2161                         *CURRENT SURVEY CONTROL
 KW2161  ___________________________________________________________________
 KW2161* NAD 83(1986)-  40 27 01.     (N)    077 44 42.     (W)     SCALED    
 KW2161* NAVD 88     -       157.012  (meters)     515.13   (feet)  ADJUSTED  
 KW2161  ___________________________________________________________________
 KW2161  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KW2161  DYNAMIC HT  -         156.932 (meters)     514.87  (feet)  COMP
 KW2161  MODELED GRAV-     980,115.9   (mgal)                       NAVD 88
 KW2161
 KW2161  VERT ORDER  -  FIRST     CLASS I
 KW2161
 KW2161.The horizontal coordinates were scaled from a topographic map and have
 KW2161.an estimated accuracy of +/- 6 seconds.
 KW2161
 KW2161.The orthometric height was determined by differential leveling
 KW2161.and adjusted by the National Geodetic Survey in June 1991..
 KW2161
 KW2161.The geoid height was determined by GEOID03.
 KW2161
 KW2161.The dynamic height is computed by dividing the NAVD 88
 KW2161.geopotential number by the normal gravity value computed on the
 KW2161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2161.degrees latitude (g = 980.6199 gals.).
 KW2161
 KW2161.The modeled gravity was interpolated from observed gravity values.
 KW2161
 KW2161;                    North         East    Units  Estimated Accuracy
 KW2161;SPC PA S     -   124,020.      600,420.      MT  (+/- 180 meters Scaled)
 KW2161
 KW2161                          SUPERSEDED SURVEY CONTROL
 KW2161
 KW2161  NGVD 29 (??/??/??)  157.220  (m)          515.81   (f) ADJUSTED    1 1
 KW2161
 KW2161.Superseded values are not recommended for survey control.
 KW2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2161.See file dsdata.txt to determine how the superseded data were derived.
 KW2161
 KW2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK672813(NAD 83)
 KW2161_MARKER: DB = BENCH MARK DISK
 KW2161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2161_SP_SET: CULVERT
 KW2161_STAMPING: F 153 1941
 KW2161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2161
 KW2161  HISTORY     - Date     Condition        Report By
 KW2161  HISTORY     - 1941     MONUMENTED       CGS
 KW2161  HISTORY     - 1966     GOOD             CGS
 KW2161
 KW2161                          STATION DESCRIPTION
 KW2161
 KW2161'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2161'3.4 MI S FROM MC VEYTOWN.
 KW2161'3.45 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW2161'CROSSING OF THE RAILROAD AND A PAVED ROAD AT MC VEYTOWN, 14 1/2
 KW2161'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST SET OF
 KW2161'TRACKS, 6 1/2 FEET WEST OF MILEPOST 181, SET IN THE TOP OF THE
 KW2161'NORTHEAST END OF THE NORTHWEST CONCRETE HEAD WALL OF A CULVERT,
 KW2161'AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1895 ***********************************************************************
 KW1895  DESIGNATION -  F 154
 KW1895  PID         -  KW1895
 KW1895  STATE/COUNTY-  PA/CUMBERLAND
 KW1895  USGS QUAD   -  CARLISLE (1984)
 KW1895
 KW1895                         *CURRENT SURVEY CONTROL
 KW1895  ___________________________________________________________________
 KW1895* NAD 83(1986)-  40 12 54.     (N)    077 11 13.     (W)     SCALED    
 KW1895* NAVD 88     -       141.385  (meters)     463.86   (feet)  ADJUSTED  
 KW1895  ___________________________________________________________________
 KW1895  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 KW1895  DYNAMIC HT  -         141.313 (meters)     463.62  (feet)  COMP
 KW1895  MODELED GRAV-     980,116.5   (mgal)                       NAVD 88
 KW1895
 KW1895  VERT ORDER  -  SECOND    CLASS 0
 KW1895
 KW1895.The horizontal coordinates were scaled from a topographic map and have
 KW1895.an estimated accuracy of +/- 6 seconds.
 KW1895
 KW1895.The orthometric height was determined by differential leveling
 KW1895.and adjusted by the National Geodetic Survey in June 1991..
 KW1895
 KW1895.The geoid height was determined by GEOID03.
 KW1895
 KW1895.The dynamic height is computed by dividing the NAVD 88
 KW1895.geopotential number by the normal gravity value computed on the
 KW1895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1895.degrees latitude (g = 980.6199 gals.).
 KW1895
 KW1895.The modeled gravity was interpolated from observed gravity values.
 KW1895
 KW1895;                    North         East    Units  Estimated Accuracy
 KW1895;SPC PA S     -    98,050.      647,930.      MT  (+/- 180 meters Scaled)
 KW1895
 KW1895                          SUPERSEDED SURVEY CONTROL
 KW1895
 KW1895  NGVD 29 (??/??/??)  141.601  (m)          464.57   (f) ADJUSTED    2 0
 KW1895
 KW1895.Superseded values are not recommended for survey control.
 KW1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1895.See file dsdata.txt to determine how the superseded data were derived.
 KW1895
 KW1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK139539(NAD 83)
 KW1895_MARKER: DB = BENCH MARK DISK
 KW1895_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1895_SP_SET: CULVERT
 KW1895_STAMPING: F-154 1942
 KW1895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1895
 KW1895  HISTORY     - Date     Condition        Report By
 KW1895  HISTORY     - 1942     MONUMENTED       CGS
 KW1895  HISTORY     - 19980619 MARK NOT FOUND   USPSQD
 KW1895  HISTORY     - 20050521 MARK NOT FOUND   GEOCAC
 KW1895
 KW1895                          STATION DESCRIPTION
 KW1895
 KW1895'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1895'AT CARLISLE.
 KW1895'AT CARLISLE, 1.0 MILE NORTH ALONG STATE HIGHWAY NO. 34 FROM THE
 KW1895'POST OFFICE, 0.4 MILE SOUTH OF THE UNDERPASS OF THE PENNSYLVANIA
 KW1895'TURNPIKE, SET IN THE CENTER OF THE EAST HEADWALL OF A LARGE
 KW1895'DRAINAGE CULVERT AT THE INTERSECTION OF THE HIGHWAY AND H STREET,
 KW1895'93.9 FEET SOUTHEAST OF THE CARLISLE CITY LIMIT SIGN POST, 21.3
 KW1895'FEET EAST OF THE CENTER-LINE OF THE HIGHWAY, 18 FEET NORTHEAST
 KW1895'OF THE CENTER-LINE OF THE STREET LEADING SOUTHEAST.  A STANDARD
 KW1895'DISK.
 KW1895
 KW1895                          STATION RECOVERY (1998)
 KW1895
 KW1895'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW1895'MARK NOT FOUND.
 KW1895
 KW1895                          STATION RECOVERY (2005)
 KW1895
 KW1895'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW1895'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1896 ***********************************************************************
 KW1896  DESIGNATION -  F 154 RESET 1958
 KW1896  PID         -  KW1896
 KW1896  STATE/COUNTY-  PA/CUMBERLAND
 KW1896  USGS QUAD   -  CARLISLE (1984)
 KW1896
 KW1896                         *CURRENT SURVEY CONTROL
 KW1896  ___________________________________________________________________
 KW1896* NAD 83(1986)-  40 12 54.     (N)    077 11 13.     (W)     SCALED    
 KW1896* NAVD 88     -       142.04   (+/-2cm)     466.0    (feet)  VERTCON   
 KW1896  ___________________________________________________________________
 KW1896  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 KW1896
 KW1896  VERT ORDER  -  THIRD (See Below)
 KW1896
 KW1896.The horizontal coordinates were scaled from a topographic map and have
 KW1896.an estimated accuracy of +/- 6 seconds.
 KW1896
 KW1896.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW1896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW1896.The vertical order pertains to the NGVD 29 superseded value.
 KW1896
 KW1896.The geoid height was determined by GEOID03.
 KW1896
 KW1896;                    North         East    Units  Estimated Accuracy
 KW1896;SPC PA S     -    98,050.      647,930.      MT  (+/- 180 meters Scaled)
 KW1896
 KW1896                          SUPERSEDED SURVEY CONTROL
 KW1896
 KW1896  NGVD 29 (??/??/??)  142.25   (m)          466.7    (f) RESET       3  
 KW1896
 KW1896.Superseded values are not recommended for survey control.
 KW1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1896.See file dsdata.txt to determine how the superseded data were derived.
 KW1896
 KW1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK139539(NAD 83)
 KW1896_MARKER: DB = BENCH MARK DISK
 KW1896_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1896_SP_SET: ISLAND
 KW1896_STAMPING: F 154 RESET 1958
 KW1896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1896
 KW1896  HISTORY     - Date     Condition        Report By
 KW1896  HISTORY     - 1958     MONUMENTED       CGS
 KW1896  HISTORY     - 1979     MARK NOT FOUND   NGS
 KW1896  HISTORY     - 19980619 MARK NOT FOUND   USPSQD
 KW1896  HISTORY     - 20060809 MARK NOT FOUND   GEOCAC
 KW1896
 KW1896                          STATION DESCRIPTION
 KW1896
 KW1896'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KW1896'AT CARLISLE.
 KW1896'AT CARLISLE, NEAR THE INTERSECTION OF H STREET AND SPRING ROAD
 KW1896'(STATE HIGHWAY 34), ON TOP OF THE NORTH END OF THE CONCRETE
 KW1896'ISLAND FOR THE ESSO GAS PUMP OF THE ARNOLD DE SOTO AND PLYMOUTH
 KW1896'GARAGE, 57 FEET SOUTH OF THE CENTER LINE OF H STREET, 19.8 FEET
 KW1896'WEST OF THE WEST CURB OF SPRING ROAD, 0.8 FOOT SOUTH OF THE NORTH
 KW1896'END OF THE ISLAND AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 KW1896
 KW1896                          STATION RECOVERY (1979)
 KW1896
 KW1896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW1896'SEARCH MADE, MARK ASSUMED DESTROYED WITH REMOVAL OF GAS PUMP ISLAND.
 KW1896
 KW1896                          STATION RECOVERY (1998)
 KW1896
 KW1896'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW1896'MARK NOT FOUND.
 KW1896
 KW1896                          STATION RECOVERY (2006)
 KW1896
 KW1896'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW1896'GAS PUMPS AND CONCRETE ISLAND HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0916 ***********************************************************************
 KW0916  DESIGNATION -  F 155
 KW0916  PID         -  KW0916
 KW0916  STATE/COUNTY-  PA/DAUPHIN
 KW0916  USGS QUAD   -  STEELTON (1987)
 KW0916
 KW0916                         *CURRENT SURVEY CONTROL
 KW0916  ___________________________________________________________________
 KW0916* NAD 83(1986)-  40 13 43.     (N)    076 49 58.     (W)     SCALED    
 KW0916* NAVD 88     -        93.682  (meters)     307.36   (feet)  ADJUSTED  
 KW0916  ___________________________________________________________________
 KW0916  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 KW0916  DYNAMIC HT  -          93.635 (meters)     307.20  (feet)  COMP
 KW0916  MODELED GRAV-     980,118.1   (mgal)                       NAVD 88
 KW0916
 KW0916  VERT ORDER  -  FIRST     CLASS II
 KW0916
 KW0916.The horizontal coordinates were scaled from a topographic map and have
 KW0916.an estimated accuracy of +/- 6 seconds.
 KW0916
 KW0916.The orthometric height was determined by differential leveling
 KW0916.and adjusted by the National Geodetic Survey in June 1991..
 KW0916.WARNING-Repeat measurements at this control monument indicate possible
 KW0916.vertical movement.
 KW0916
 KW0916.The geoid height was determined by GEOID03.
 KW0916
 KW0916.The dynamic height is computed by dividing the NAVD 88
 KW0916.geopotential number by the normal gravity value computed on the
 KW0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0916.degrees latitude (g = 980.6199 gals.).
 KW0916
 KW0916.The modeled gravity was interpolated from observed gravity values.
 KW0916
 KW0916;                    North         East    Units  Estimated Accuracy
 KW0916;SPC PA S     -    99,810.      678,060.      MT  (+/- 180 meters Scaled)
 KW0916
 KW0916                          SUPERSEDED SURVEY CONTROL
 KW0916
 KW0916  NGVD 29 (??/??/??)   93.912  (m)          308.11   (f) ADJUSTED    1 2
 KW0916
 KW0916.Superseded values are not recommended for survey control.
 KW0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0916.See file dsdata.txt to determine how the superseded data were derived.
 KW0916
 KW0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK440547(NAD 83)
 KW0916_MARKER: DB = BENCH MARK DISK
 KW0916_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0916_SP_SET: CULVERT
 KW0916_STAMPING: F 155 1942
 KW0916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW0916+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004
 KW0916
 KW0916  HISTORY     - Date     Condition        Report By
 KW0916  HISTORY     - 1942     MONUMENTED       CGS
 KW0916  HISTORY     - 1950     GOOD             CGS
 KW0916  HISTORY     - 1979     GOOD             NGS
 KW0916  HISTORY     - 19950311 MARK NOT FOUND   USPSQD
 KW0916  HISTORY     - 20020606 MARK NOT FOUND   PADT
 KW0916  HISTORY     - 20040526 GOOD             GEOCAC
 KW0916
 KW0916                          STATION DESCRIPTION
 KW0916
 KW0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0916'AT STEELTON.
 KW0916'AT STEELTON, DAUPHIN COUNTY, ABOUT 0.6 MILE SOUTHEAST ALONG
 KW0916'U.S. HIGHWAY 230 FROM THE STEELTON BANK AND TRUST CO. BUILDING,
 KW0916'NEAR THE STEEL MILLS, ABOUT 100 FEET SOUTH OF HOUSE 427, IN
 KW0916'THE TOP OF A DRAINAGE CULVERT, 10.7 FEET NORTHEAST OF THE
 KW0916'SOUTH CORNER, 13.9 FEET SOUTHWEST OF THE SOUTHWEST CURB OF THE
 KW0916'HIGHWAY, AND 6.9 FEET NORTHEAST OF THE NORTHEAST EDGE OF A
 KW0916'CANAL.  A STANDARD DISK, STAMPED F 155 1942.
 KW0916
 KW0916                          STATION RECOVERY (1950)
 KW0916
 KW0916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 KW0916'RECOVERED IN GOOD CONDITION.
 KW0916
 KW0916                          STATION RECOVERY (1979)
 KW0916
 KW0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW0916'RECOVERED IN GOOD CONDITION.
 KW0916
 KW0916                          STATION RECOVERY (1995)
 KW0916
 KW0916'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW0916'MARK NOT FOUND.
 KW0916
 KW0916                          STATION RECOVERY (2002)
 KW0916
 KW0916'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (LJM)
 KW0916'MARK NOT FOUND.
 KW0916
 KW0916                          STATION RECOVERY (2004)
 KW0916
 KW0916'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0916'STEELTON BANK AND TRUST CO BUILDING IS NOW THE BOYS AND GIRLS CLUB.
 KW0916'HOUSE 427 IS GONE. MARK IS APPROXIMATELY 75 FEET SOUTHWEST AND ACROSS
 KW0916'THE STREET FROM A TWO STORY BRICK BUILDING. IT IS 15 FEET SOUTHWEST OF
 KW0916'POWER POLE 25612 S32750.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3354 ***********************************************************************
 JV3354  DESIGNATION -  F 156
 JV3354  PID         -  JV3354
 JV3354  STATE/COUNTY-  PA/FRANKLIN
 JV3354  USGS QUAD   -  SCOTLAND (1990)
 JV3354
 JV3354                         *CURRENT SURVEY CONTROL
 JV3354  ___________________________________________________________________
 JV3354* NAD 83(1986)-  39 56 27.     (N)    077 33 11.     (W)     SCALED    
 JV3354* NAVD 88     -       266.906  (meters)     875.67   (feet)  ADJUSTED  
 JV3354  ___________________________________________________________________
 JV3354  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JV3354  DYNAMIC HT  -         266.749 (meters)     875.16  (feet)  COMP
 JV3354  MODELED GRAV-     980,032.1   (mgal)                       NAVD 88
 JV3354
 JV3354  VERT ORDER  -  FIRST     CLASS II
 JV3354
 JV3354.The horizontal coordinates were scaled from a topographic map and have
 JV3354.an estimated accuracy of +/- 6 seconds.
 JV3354
 JV3354.The orthometric height was determined by differential leveling
 JV3354.and adjusted by the National Geodetic Survey in June 1991..
 JV3354.WARNING-Repeat measurements at this control monument indicate possible
 JV3354.vertical movement.
 JV3354
 JV3354.The geoid height was determined by GEOID03.
 JV3354
 JV3354.The dynamic height is computed by dividing the NAVD 88
 JV3354.geopotential number by the normal gravity value computed on the
 JV3354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3354.degrees latitude (g = 980.6199 gals.).
 JV3354
 JV3354.The modeled gravity was interpolated from observed gravity values.
 JV3354
 JV3354;                    North         East    Units  Estimated Accuracy
 JV3354;SPC PA S     -    67,470.      616,830.      MT  (+/- 180 meters Scaled)
 JV3354
 JV3354                          SUPERSEDED SURVEY CONTROL
 JV3354
 JV3354  NGVD 29 (??/??/??)  267.160  (m)          876.51   (f) ADJUSTED    1 2
 JV3354
 JV3354.Superseded values are not recommended for survey control.
 JV3354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3354.See file dsdata.txt to determine how the superseded data were derived.
 JV3354
 JV3354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK818243(NAD 83)
 JV3354_MARKER: DB = BENCH MARK DISK
 JV3354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV3354_SP_SET: WATER PUMP BASE
 JV3354_STAMPING: F 156 1942
 JV3354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV3354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV3354+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2006
 JV3354
 JV3354  HISTORY     - Date     Condition        Report By
 JV3354  HISTORY     - 1942     MONUMENTED       CGS
 JV3354  HISTORY     - 1979     GOOD             NGS
 JV3354  HISTORY     - 20060402 GOOD             GEOCAC
 JV3354
 JV3354                          STATION DESCRIPTION
 JV3354
 JV3354'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3354'2.2 MI SE FROM SCOTLAND.
 JV3354'2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 997 FROM THE POST OFFICE
 JV3354'AT SCOTLAND, FRANKLIN COUNTY, THENCE 0.7 MILE SOUTHEAST ALONG A
 JV3354'BLACKTOP ROAD LEADING FROM THE HIGHWAY TO BLACK GAP, IN THE WEST
 JV3354'CORNER OF A CONCRETE WATER PUMP BASE AT D.B. FARNERS NEW BRICK
 JV3354'HOUSE, 30 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 15 FEET
 JV3354'NORTHEAST OF THE SOUTH CORNER OF THE YARD FENCE, AND 14.6 FEET
 JV3354'SOUTH OF THE SOUTH CORNER OF THE HOUSE.  A STANDARD DISK, STAMPED
 JV3354'F 156 1942.
 JV3354
 JV3354                          STATION RECOVERY (1979)
 JV3354
 JV3354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV3354'RECOVERED IN GOOD CONDITION.
 JV3354
 JV3354                          STATION RECOVERY (2006)
 JV3354
 JV3354'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV3354'SMALL CRACK HAS DEVELOPED IN CONCRETE BASE NEAR MARK. MAY REQUIRE
 JV3354'MAINTENANCE WITHIN NEXT FEW YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3394 ***********************************************************************
 JV3394  DESIGNATION -  F 157
 JV3394  PID         -  JV3394
 JV3394  STATE/COUNTY-  PA/FRANKLIN
 JV3394  USGS QUAD   -  WAYNESBORO (1990)
 JV3394
 JV3394                         *CURRENT SURVEY CONTROL
 JV3394  ___________________________________________________________________
 JV3394* NAD 83(1986)-  39 50 24.     (N)    077 31 29.     (W)     SCALED    
 JV3394* NAVD 88     -       366.115  (meters)    1201.16   (feet)  ADJUSTED  
 JV3394  ___________________________________________________________________
 JV3394  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JV3394  DYNAMIC HT  -         365.890 (meters)    1200.42  (feet)  COMP
 JV3394  MODELED GRAV-     980,004.4   (mgal)                       NAVD 88
 JV3394
 JV3394  VERT ORDER  -  SECOND    CLASS 0
 JV3394
 JV3394.The horizontal coordinates were scaled from a topographic map and have
 JV3394.an estimated accuracy of +/- 6 seconds.
 JV3394
 JV3394.The orthometric height was determined by differential leveling
 JV3394.and adjusted by the National Geodetic Survey in June 1991..
 JV3394
 JV3394.The geoid height was determined by GEOID03.
 JV3394
 JV3394.The dynamic height is computed by dividing the NAVD 88
 JV3394.geopotential number by the normal gravity value computed on the
 JV3394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3394.degrees latitude (g = 980.6199 gals.).
 JV3394
 JV3394.The modeled gravity was interpolated from observed gravity values.
 JV3394
 JV3394;                    North         East    Units  Estimated Accuracy
 JV3394;SPC PA S     -    56,280.      619,280.      MT  (+/- 180 meters Scaled)
 JV3394
 JV3394                          SUPERSEDED SURVEY CONTROL
 JV3394
 JV3394  NGVD 29 (??/??/??)  366.281  (m)         1201.71   (f) ADJUSTED    2 0
 JV3394
 JV3394.Superseded values are not recommended for survey control.
 JV3394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3394.See file dsdata.txt to determine how the superseded data were derived.
 JV3394
 JV3394_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK839130(NAD 83)
 JV3394_MARKER: DB = BENCH MARK DISK
 JV3394_SETTING: 66 = SET IN ROCK OUTCROP
 JV3394_SP_SET: ROCK OUTCROP
 JV3394_STAMPING: F 157 1942
 JV3394_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV3394+STABILITY: POSITION/ELEVATION WELL
 JV3394
 JV3394  HISTORY     - Date     Condition        Report By
 JV3394  HISTORY     - 1942     MONUMENTED       CGS
 JV3394  HISTORY     - 19900903 MARK NOT FOUND   USGS
 JV3394
 JV3394                          STATION DESCRIPTION
 JV3394
 JV3394'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3394'2 MI E FROM MONT ALTO.
 JV3394'2.0 MILES EAST ALONG STATE HIGHWAY 233 FROM THE POST OFFICE AT
 JV3394'MONT ALTO, FRANKLIN COUNTY, IN THE TOP OF A SMALL ROCK OUTCROP,
 JV3394'20 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 22 FEET
 JV3394'SOUTHWEST OF A 15-INCH OAK WITH A TRIANGULAR BLAZE, AND 2.5 FEET
 JV3394'NORTHWEST OF A 10-INCH OAK WITH A TRIANGULAR BLAZE.  A STANDARD
 JV3394'DISK, STAMPED F 157 1942.
 JV3394
 JV3394                          STATION RECOVERY (1990)
 JV3394
 JV3394'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (BJS)
 JV3394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4024 ***********************************************************************
 JV4024  DESIGNATION -  F 158 RESET 1979
 JV4024  PID         -  JV4024
 JV4024  STATE/COUNTY-  PA/FRANKLIN
 JV4024  USGS QUAD   -  SMITHSBURG (1994)
 JV4024
 JV4024                         *CURRENT SURVEY CONTROL
 JV4024  ___________________________________________________________________
 JV4024* NAD 83(1986)-  39 43 52.     (N)    077 31 21.     (W)     SCALED    
 JV4024* NAVD 88     -       234.56   (meters)     769.6    (feet)  RESET     
 JV4024  ___________________________________________________________________
 JV4024  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 JV4024
 JV4024  VERT ORDER  -  THIRD
 JV4024
 JV4024.The horizontal coordinates were scaled from a topographic map and have
 JV4024.an estimated accuracy of +/- 6 seconds.
 JV4024
 JV4024.The orthometric height was computed from unverified reset data.
 JV4024.No vertical observational check was made to the station.
 JV4024
 JV4024.The geoid height was determined by GEOID03.
 JV4024
 JV4024;                    North         East    Units  Estimated Accuracy
 JV4024;SPC PA S     -    44,190.      619,500.      MT  (+/- 180 meters Scaled)
 JV4024
 JV4024                          SUPERSEDED SURVEY CONTROL
 JV4024
 JV4024  NGVD 29 (??/??/??)  234.73   (m)          770.1    (f) RESET       3  
 JV4024
 JV4024.Superseded values are not recommended for survey control.
 JV4024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4024.See file dsdata.txt to determine how the superseded data were derived.
 JV4024
 JV4024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK838009(NAD 83)
 JV4024_MARKER: DB = BENCH MARK DISK
 JV4024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV4024_SP_SET: BRIDGE
 JV4024_STAMPING: F 158 RESET 1979
 JV4024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV4024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV4024+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2003
 JV4024
 JV4024  HISTORY     - Date     Condition        Report By
 JV4024  HISTORY     - 1979     MONUMENTED       NGS
 JV4024  HISTORY     - 20031020 GOOD             GEOCAC
 JV4024
 JV4024                          STATION DESCRIPTION
 JV4024
 JV4024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JV4024'1.2 MI SE FROM ROUZERVILLE.
 JV4024'LOCATED 0.5 MILE SOUTHEAST ALONG COUNTY ROAD 28026 FROM THE POST
 JV4024'OFFICE IN ROUZERVILLE, ON THE EAST SIDE OF A SMALL HIGHWAY BRIDGE OVER
 JV4024'RED FALLS CREEK, 73 FEET NORTH OF A POWERLINE POLE NUMBERED 101, 25
 JV4024'FEET EAST OF THE CENTER OF THE COUNTY ROAD NUMBERED 28026, 24 FEET
 JV4024'SOUTH OF THE NORTH EDGE OF THE BRIDGE, 10 FEET NORTH OF THE SOUTH EDGE
 JV4024'AND JUST EAST OF THE EAST RAIL, SET IN THE EAST PARAPET WALL OF THE
 JV4024'BRIDGE.
 JV4024
 JV4024                          STATION RECOVERY (2003)
 JV4024
 JV4024'RECOVERY NOTE BY GEOCACHING 2003 (MHB)
 JV4024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2093 ***********************************************************************
 KW2093  DESIGNATION -  F 159
 KW2093  PID         -  KW2093
 KW2093  STATE/COUNTY-  PA/CUMBERLAND
 KW2093  USGS QUAD   -  WALNUT BOTTOM (1977)
 KW2093
 KW2093                         *CURRENT SURVEY CONTROL
 KW2093  ___________________________________________________________________
 KW2093* NAD 83(1986)-  40 02 04.     (N)    077 28 50.     (W)     SCALED    
 KW2093* NAVD 88     -       247.779  (meters)     812.92   (feet)  ADJUSTED  
 KW2093  ___________________________________________________________________
 KW2093  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KW2093  DYNAMIC HT  -         247.637 (meters)     812.46  (feet)  COMP
 KW2093  MODELED GRAV-     980,048.8   (mgal)                       NAVD 88
 KW2093
 KW2093  VERT ORDER  -  SECOND    CLASS 0
 KW2093
 KW2093.The horizontal coordinates were scaled from a topographic map and have
 KW2093.an estimated accuracy of +/- 6 seconds.
 KW2093
 KW2093.The orthometric height was determined by differential leveling
 KW2093.and adjusted by the National Geodetic Survey in June 1991..
 KW2093
 KW2093.The geoid height was determined by GEOID03.
 KW2093
 KW2093.The dynamic height is computed by dividing the NAVD 88
 KW2093.geopotential number by the normal gravity value computed on the
 KW2093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2093.degrees latitude (g = 980.6199 gals.).
 KW2093
 KW2093.The modeled gravity was interpolated from observed gravity values.
 KW2093
 KW2093;                    North         East    Units  Estimated Accuracy
 KW2093;SPC PA S     -    77,880.      623,000.      MT  (+/- 180 meters Scaled)
 KW2093
 KW2093                          SUPERSEDED SURVEY CONTROL
 KW2093
 KW2093  NGVD 29 (??/??/??)  247.974  (m)          813.56   (f) ADJUSTED    2 0
 KW2093
 KW2093.Superseded values are not recommended for survey control.
 KW2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2093.See file dsdata.txt to determine how the superseded data were derived.
 KW2093
 KW2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK883345(NAD 83)
 KW2093_MARKER: DB = BENCH MARK DISK
 KW2093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2093_STAMPING: F 159 1942
 KW2093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2093+STABILITY: SURFACE MOTION
 KW2093
 KW2093  HISTORY     - Date     Condition        Report By
 KW2093  HISTORY     - 1942     MONUMENTED       CGS
 KW2093  HISTORY     - 1952     GOOD             CGS
 KW2093
 KW2093                          STATION DESCRIPTION
 KW2093
 KW2093'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KW2093'2.8 MI SE FROM SHIPPENSBURG.
 KW2093'0.2 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE FIRST
 KW2093'NATIONAL BANK AT SHIPPENSBURG, CUMBERLAND COUNTY, THENCE 0.7
 KW2093'MILE EAST ALONG THE READING COMPANY RAILWAY, AND THENCE 1.9
 KW2093'MILES SOUTHEAST ALONG A PAVED ROAD 21006, IN THE SOUTH QUARTER OF
 KW2093'THE INTERSECTION OF THE PAVED ROAD AND DIRT ROAD 210048 78 FEET
 KW2093'SOUTH OF THE ROAD INTERSECTION, 18 FEET SOUTHEAST OF THE CENTERLINE
 KW2093'OF THE DIRT ROAD, 5 FEET SOUTHWEST OF POWER LINE POLE 30-7 AND
 KW2093'1.2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 KW2093'DISK, STAMPED F 159 1942 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2304 ***********************************************************************
 KW2304  DESIGNATION -  F 16
 KW2304  PID         -  KW2304
 KW2304  STATE/COUNTY-  PA/CENTRE
 KW2304  USGS QUAD   -  MINGOVILLE (1983)
 KW2304
 KW2304                         *CURRENT SURVEY CONTROL
 KW2304  ___________________________________________________________________
 KW2304* NAD 83(1986)-  40 59 09.     (N)    077 42 06.     (W)     SCALED    
 KW2304* NAVD 88     -       197.738  (meters)     648.75   (feet)  ADJUSTED  
 KW2304  ___________________________________________________________________
 KW2304  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KW2304  DYNAMIC HT  -         197.645 (meters)     648.44  (feet)  COMP
 KW2304  MODELED GRAV-     980,153.1   (mgal)                       NAVD 88
 KW2304
 KW2304  VERT ORDER  -  FIRST     CLASS II
 KW2304
 KW2304.The horizontal coordinates were scaled from a topographic map and have
 KW2304.an estimated accuracy of +/- 6 seconds.
 KW2304
 KW2304.The orthometric height was determined by differential leveling
 KW2304.and adjusted by the National Geodetic Survey in June 1991..
 KW2304
 KW2304.The geoid height was determined by GEOID03.
 KW2304
 KW2304.The dynamic height is computed by dividing the NAVD 88
 KW2304.geopotential number by the normal gravity value computed on the
 KW2304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2304.degrees latitude (g = 980.6199 gals.).
 KW2304
 KW2304.The modeled gravity was interpolated from observed gravity values.
 KW2304
 KW2304;                    North         East    Units  Estimated Accuracy
 KW2304;SPC PA N     -    90,970.      604,070.      MT  (+/- 180 meters Scaled)
 KW2304
 KW2304                          SUPERSEDED SURVEY CONTROL
 KW2304
 KW2304  NGVD 29 (??/??/??)  197.948  (m)          649.43   (f) ADJUSTED    1 2
 KW2304
 KW2304.Superseded values are not recommended for survey control.
 KW2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2304.See file dsdata.txt to determine how the superseded data were derived.
 KW2304
 KW2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL727407(NAD 83)
 KW2304_MARKER: DB = BENCH MARK DISK
 KW2304_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2304_SP_SET: ABUTMENT
 KW2304_STAMPING: F 16 1934
 KW2304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2304
 KW2304  HISTORY     - Date     Condition        Report By
 KW2304  HISTORY     - 1934     MONUMENTED       CGS
 KW2304  HISTORY     - 1972     GOOD             PADT
 KW2304
 KW2304                          STATION DESCRIPTION
 KW2304
 KW2304'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW2304'2.3 MI E FROM CURTIN.
 KW2304'2.3 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM CURTIN,
 KW2304'CENTRE COUNTY, AT HIGHWAY UNDERPASS, 36.72, IN THE TOP OF THE
 KW2304'WEST ABUTMENT, 1 FOOT SOUTH OF THE NORTH END, AND 6 INCHES
 KW2304'LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED F 16 1934.
 KW2304
 KW2304                          STATION RECOVERY (1972)
 KW2304
 KW2304'RECOVERY NOTE BY PA DEPT OF TRANSP 1972
 KW2304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1618 ***********************************************************************
 JV1618  DESIGNATION -  F 160
 JV1618  PID         -  JV1618
 JV1618  STATE/COUNTY-  PA/YORK
 JV1618  USGS QUAD   -  ABBOTTSTOWN (1981)
 JV1618
 JV1618                         *CURRENT SURVEY CONTROL
 JV1618  ___________________________________________________________________
 JV1618* NAD 83(1986)-  39 58 02.     (N)    076 52 32.     (W)     SCALED    
 JV1618* NAVD 88     -       150.420  (meters)     493.50   (feet)  ADJUSTED  
 JV1618  ___________________________________________________________________
 JV1618  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 JV1618  DYNAMIC HT  -         150.341 (meters)     493.24  (feet)  COMP
 JV1618  MODELED GRAV-     980,098.7   (mgal)                       NAVD 88
 JV1618
 JV1618  VERT ORDER  -  SECOND    CLASS 0
 JV1618
 JV1618.The horizontal coordinates were scaled from a topographic map and have
 JV1618.an estimated accuracy of +/- 6 seconds.
 JV1618
 JV1618.The orthometric height was determined by differential leveling
 JV1618.and adjusted by the National Geodetic Survey in June 1991..
 JV1618
 JV1618.The geoid height was determined by GEOID03.
 JV1618
 JV1618.The dynamic height is computed by dividing the NAVD 88
 JV1618.geopotential number by the normal gravity value computed on the
 JV1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1618.degrees latitude (g = 980.6199 gals.).
 JV1618
 JV1618.The modeled gravity was interpolated from observed gravity values.
 JV1618
 JV1618;                    North         East    Units  Estimated Accuracy
 JV1618;SPC PA S     -    70,750.      674,710.      MT  (+/- 180 meters Scaled)
 JV1618
 JV1618                          SUPERSEDED SURVEY CONTROL
 JV1618
 JV1618  NGVD 29 (??/??/??)  150.644  (m)          494.24   (f) ADJUSTED    2 0
 JV1618
 JV1618.Superseded values are not recommended for survey control.
 JV1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1618.See file dsdata.txt to determine how the superseded data were derived.
 JV1618
 JV1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK398258(NAD 83)
 JV1618_MARKER: DB = BENCH MARK DISK
 JV1618_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV1618_SP_SET: CULVERT
 JV1618_STAMPING: F-160 1942
 JV1618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV1618
 JV1618  HISTORY     - Date     Condition        Report By
 JV1618  HISTORY     - 1942     MONUMENTED       CGS
 JV1618
 JV1618                          STATION DESCRIPTION
 JV1618
 JV1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1618'7.9 MI SE FROM WELLSVILLE.
 JV1618'1 MILE SOUTH OF HIGHWAY NO. 294 FROM THE HIGH SCHOOL AT WELLSVILLE,
 JV1618'AND THENCE, 3.2 MILES SOUTH-EAST ALONG ROAD NO. 66034, THENCE,
 JV1618'3.7 MILES SOUTH-EAST ALONG ROAD NO. 66007, ABOUT 0.1 MILE SOUTH
 JV1618'OF A STONE MENNONITE CHURCH, 13 FT. SOUTH-WEST OF THE CENTER
 JV1618'LINE OF NO. 66007, SET IN THE SOUTH-WEST MASONERY HEADWALL OF A
 JV1618'CULVERT.  A STANDARD DISK SET IN DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1628 ***********************************************************************
 JV1628  DESIGNATION -  F 162
 JV1628  PID         -  JV1628
 JV1628  STATE/COUNTY-  PA/YORK
 JV1628  USGS QUAD   -  ABBOTTSTOWN (1981)
 JV1628
 JV1628                         *CURRENT SURVEY CONTROL
 JV1628  ___________________________________________________________________
 JV1628* NAD 83(1986)-  39 56 13.     (N)    076 56 53.     (W)     SCALED    
 JV1628* NAVD 88     -       157.263  (meters)     515.95   (feet)  ADJUSTED  
 JV1628  ___________________________________________________________________
 JV1628  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JV1628  DYNAMIC HT  -         157.181 (meters)     515.68  (feet)  COMP
 JV1628  MODELED GRAV-     980,099.2   (mgal)                       NAVD 88
 JV1628
 JV1628  VERT ORDER  -  SECOND    CLASS 0
 JV1628
 JV1628.The horizontal coordinates were scaled from a topographic map and have
 JV1628.an estimated accuracy of +/- 6 seconds.
 JV1628
 JV1628.The orthometric height was determined by differential leveling
 JV1628.and adjusted by the National Geodetic Survey in June 1991..
 JV1628
 JV1628.The geoid height was determined by GEOID03.
 JV1628
 JV1628.The dynamic height is computed by dividing the NAVD 88
 JV1628.geopotential number by the normal gravity value computed on the
 JV1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1628.degrees latitude (g = 980.6199 gals.).
 JV1628
 JV1628.The modeled gravity was interpolated from observed gravity values.
 JV1628
 JV1628;                    North         East    Units  Estimated Accuracy
 JV1628;SPC PA S     -    67,330.      668,540.      MT  (+/- 180 meters Scaled)
 JV1628
 JV1628                          SUPERSEDED SURVEY CONTROL
 JV1628
 JV1628  NGVD 29 (??/??/??)  157.482  (m)          516.67   (f) ADJUSTED    2 0
 JV1628
 JV1628.Superseded values are not recommended for survey control.
 JV1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1628.See file dsdata.txt to determine how the superseded data were derived.
 JV1628
 JV1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK335225(NAD 83)
 JV1628_MARKER: DB = BENCH MARK DISK
 JV1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1628_STAMPING: F-162 1942
 JV1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1628+STABILITY: SURFACE MOTION
 JV1628
 JV1628  HISTORY     - Date     Condition        Report By
 JV1628  HISTORY     - 1942     MONUMENTED       CGS
 JV1628
 JV1628                          STATION DESCRIPTION
 JV1628
 JV1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1628'1.9 MI E FROM EAST BERLIN.
 JV1628'1.9 MILES EAST ALONG HIGHWAY NO. 234 FROM THE POST-OFFICE AT
 JV1628'EAST BERLIN, 78 FT. SOUTH-EAST OF A 20 INCH-WALNUT TREE, 54 FT.
 JV1628'NORTH-EAST OF A POWER POLE, 29 FT. NORTH OF THE CENTER LINE OF
 JV1628'HIGHWAY NO. 234, 1.4 FT. SOUTH OF A WHITE POST STENCILED U.S.B.M.,
 JV1628'A STANDARD DISK SET IN A CONCRETE POST IN A FIELD AT THE EAST
 JV1628'END OF A CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2038 ***********************************************************************
 KW2038  DESIGNATION -  F 163
 KW2038  PID         -  KW2038
 KW2038  STATE/COUNTY-  PA/ADAMS
 KW2038  USGS QUAD   -  MOUNT HOLLY SPRINGS (1973)
 KW2038
 KW2038                         *CURRENT SURVEY CONTROL
 KW2038  ___________________________________________________________________
 KW2038* NAD 83(1986)-  40 02 19.     (N)    077 08 49.     (W)     SCALED    
 KW2038* NAVD 88     -       219.684  (meters)     720.75   (feet)  ADJUSTED  
 KW2038  ___________________________________________________________________
 KW2038  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KW2038  DYNAMIC HT  -         219.564 (meters)     720.35  (feet)  COMP
 KW2038  MODELED GRAV-     980,075.9   (mgal)                       NAVD 88
 KW2038
 KW2038  VERT ORDER  -  SECOND    CLASS 0
 KW2038
 KW2038.The horizontal coordinates were scaled from a topographic map and have
 KW2038.an estimated accuracy of +/- 6 seconds.
 KW2038
 KW2038.The orthometric height was determined by differential leveling
 KW2038.and adjusted by the National Geodetic Survey in June 1991..
 KW2038
 KW2038.The geoid height was determined by GEOID03.
 KW2038
 KW2038.The dynamic height is computed by dividing the NAVD 88
 KW2038.geopotential number by the normal gravity value computed on the
 KW2038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2038.degrees latitude (g = 980.6199 gals.).
 KW2038
 KW2038.The modeled gravity was interpolated from observed gravity values.
 KW2038
 KW2038;                    North         East    Units  Estimated Accuracy
 KW2038;SPC PA S     -    78,490.      651,470.      MT  (+/- 180 meters Scaled)
 KW2038
 KW2038                          SUPERSEDED SURVEY CONTROL
 KW2038
 KW2038  NGVD 29 (??/??/??)  219.871  (m)          721.36   (f) ADJUSTED    2 0
 KW2038
 KW2038.Superseded values are not recommended for survey control.
 KW2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2038.See file dsdata.txt to determine how the superseded data were derived.
 KW2038
 KW2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK168342(NAD 83)
 KW2038_MARKER: DB = BENCH MARK DISK
 KW2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2038_STAMPING: F 163 1942
 KW2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2038+STABILITY: SURFACE MOTION
 KW2038
 KW2038  HISTORY     - Date     Condition        Report By
 KW2038  HISTORY     - 1942     MONUMENTED       CGS
 KW2038  HISTORY     - 1952     GOOD             USE
 KW2038  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KW2038
 KW2038                          STATION DESCRIPTION
 KW2038
 KW2038'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW2038'3.5 MI E FROM GOODYEAR.
 KW2038'ABOUT 2.1 MILES EAST ALONG ROAD 21030 FROM THE READING CO. RAILROAD
 KW2038'STATION AT GOODYEAR, THENCE, ABOUT 1.4 MILES EAST ALONG ROAD NO.
 KW2038'01012, 52 FT. NORTH OF A FENCE CORNER, 20 FT. NORTH-EAST OF THE
 KW2038'CENTER LINE OF ROAD NO. 01012, 15.5 FT. NORTHWEST OF A GATE
 KW2038'POST, 14 FT. SOUTH-EAST OF A TWIN 8-INCH MAPLE TREE, 1.3 FT.
 KW2038'SOUTH-WEST OF A WHITE POST STENCILED U.S.B.M., A STANDARD DISK
 KW2038'SET IN A CONCRETE POST.  NOTE-- THE MARK IS 461 FEET SW OF
 KW2038'CENTER LINE OF HIGHWAY 94 AND HIGHWAY IS 81 FEET HIGHER.
 KW2038
 KW2038                          STATION RECOVERY (1952)
 KW2038
 KW2038'RECOVERY NOTE BY US ENGINEERS 1952
 KW2038'RECOVERED IN GOOD CONDITION.
 KW2038
 KW2038                          STATION RECOVERY (2001)
 KW2038
 KW2038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KW2038'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2089 ***********************************************************************
 KW2089  DESIGNATION -  F 164
 KW2089  PID         -  KW2089
 KW2089  STATE/COUNTY-  PA/CUMBERLAND
 KW2089  USGS QUAD   -  DICKINSON (1977)
 KW2089
 KW2089                         *CURRENT SURVEY CONTROL
 KW2089  ___________________________________________________________________
 KW2089* NAD 83(1986)-  40 00 18.     (N)    077 21 08.     (W)     SCALED    
 KW2089* NAVD 88     -       319.209  (meters)    1047.27   (feet)  ADJUSTED  
 KW2089  ___________________________________________________________________
 KW2089  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KW2089  DYNAMIC HT  -         319.026 (meters)    1046.67  (feet)  COMP
 KW2089  MODELED GRAV-     980,044.1   (mgal)                       NAVD 88
 KW2089
 KW2089  VERT ORDER  -  SECOND    CLASS 0
 KW2089
 KW2089.The horizontal coordinates were scaled from a topographic map and have
 KW2089.an estimated accuracy of +/- 6 seconds.
 KW2089
 KW2089.The orthometric height was determined by differential leveling
 KW2089.and adjusted by the National Geodetic Survey in June 1991..
 KW2089
 KW2089.The geoid height was determined by GEOID03.
 KW2089
 KW2089.The dynamic height is computed by dividing the NAVD 88
 KW2089.geopotential number by the normal gravity value computed on the
 KW2089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2089.degrees latitude (g = 980.6199 gals.).
 KW2089
 KW2089.The modeled gravity was interpolated from observed gravity values.
 KW2089
 KW2089;                    North         East    Units  Estimated Accuracy
 KW2089;SPC PA S     -    74,660.      633,970.      MT  (+/- 180 meters Scaled)
 KW2089
 KW2089                          SUPERSEDED SURVEY CONTROL
 KW2089
 KW2089  NGVD 29 (??/??/??)  319.395  (m)         1047.88   (f) ADJUSTED    2 0
 KW2089
 KW2089.Superseded values are not recommended for survey control.
 KW2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2089.See file dsdata.txt to determine how the superseded data were derived.
 KW2089
 KW2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK992309(NAD 83)
 KW2089_MARKER: DB = BENCH MARK DISK
 KW2089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2089_SP_SET: WALL
 KW2089_STAMPING: F 164 1942
 KW2089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2089
 KW2089  HISTORY     - Date     Condition        Report By
 KW2089  HISTORY     - 1942     MONUMENTED       CGS
 KW2089  HISTORY     - 20060319 GOOD             GEOCAC
 KW2089
 KW2089                          STATION DESCRIPTION
 KW2089
 KW2089'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW2089'3.2 MI SW FROM PINE GROVE FURNACE.
 KW2089'IN ADAMS COUNTY, 3.2 MILES SOUTHWEST ALONG STATE HIGHWAY 233 FROM
 KW2089'THE POST OFFICE AT PINE GROVE FURNACE, CUMBERLAND COUNTY, IN
 KW2089'THE NORTHWEST STONE WALL OF STONE CABIN SUMMER COTTAGE, 40 FEET
 KW2089'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7.2 FEET SOUTHWEST
 KW2089'OF THE SOUTHWEST EDGE OF THE PORCH, 3.4 FEET NORTHEAST OF THE WEST
 KW2089'CORNER OF THE COTTAGE, AND 1.7 FEET ABOVE THE GROUND.  A STANDARD
 KW2089'DISK, STAMPED F 164 1942 AND SET VERTICALLY.
 KW2089
 KW2089                          STATION RECOVERY (2006)
 KW2089
 KW2089'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2069 ***********************************************************************
 KW2069  DESIGNATION -  F 165
 KW2069  PID         -  KW2069
 KW2069  STATE/COUNTY-  PA/CUMBERLAND
 KW2069  USGS QUAD   -  WALNUT BOTTOM (1977)
 KW2069
 KW2069                         *CURRENT SURVEY CONTROL
 KW2069  ___________________________________________________________________
 KW2069* NAD 83(1986)-  40 03 01.     (N)    077 29 18.     (W)     SCALED    
 KW2069* NAVD 88     -       220.177  (meters)     722.36   (feet)  ADJUSTED  
 KW2069  ___________________________________________________________________
 KW2069  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 KW2069  DYNAMIC HT  -         220.053 (meters)     721.96  (feet)  COMP
 KW2069  MODELED GRAV-     980,057.5   (mgal)                       NAVD 88
 KW2069
 KW2069  VERT ORDER  -  FIRST     CLASS II
 KW2069
 KW2069.The horizontal coordinates were scaled from a topographic map and have
 KW2069.an estimated accuracy of +/- 6 seconds.
 KW2069
 KW2069.The orthometric height was determined by differential leveling
 KW2069.and adjusted by the National Geodetic Survey in June 1991..
 KW2069.WARNING-Repeat measurements at this control monument indicate possible
 KW2069.vertical movement.
 KW2069
 KW2069.The geoid height was determined by GEOID03.
 KW2069
 KW2069.The dynamic height is computed by dividing the NAVD 88
 KW2069.geopotential number by the normal gravity value computed on the
 KW2069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2069.degrees latitude (g = 980.6199 gals.).
 KW2069
 KW2069.The modeled gravity was interpolated from observed gravity values.
 KW2069
 KW2069;                    North         East    Units  Estimated Accuracy
 KW2069;SPC PA S     -    79,640.      622,330.      MT  (+/- 180 meters Scaled)
 KW2069
 KW2069                          SUPERSEDED SURVEY CONTROL
 KW2069
 KW2069  NGVD 29 (??/??/??)  220.404  (m)          723.11   (f) ADJUSTED    1 2
 KW2069
 KW2069.Superseded values are not recommended for survey control.
 KW2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2069.See file dsdata.txt to determine how the superseded data were derived.
 KW2069
 KW2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK877363(NAD 83)
 KW2069_MARKER: DB = BENCH MARK DISK
 KW2069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2069_SP_SET: SIGNAL BASE
 KW2069_STAMPING: F 165 1942
 KW2069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2069
 KW2069  HISTORY     - Date     Condition        Report By
 KW2069  HISTORY     - 1942     MONUMENTED       CGS
 KW2069  HISTORY     - 1960     GOOD             CGS
 KW2069  HISTORY     - 1979     GOOD             NGS
 KW2069  HISTORY     - 20060520 POOR             GEOCAC
 KW2069
 KW2069                          STATION DESCRIPTION
 KW2069
 KW2069'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2069'1.9 MI E FROM SHIPPENSBURG.
 KW2069'0.2 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE FIRST
 KW2069'NATIONAL BANK AT SHIPPENSBURG, CUMBERLAND COUNTY, THENCE 1.7
 KW2069'MILES EAST ALONG THE READING COMPANY RAILWAY, 62.6 FEET WEST
 KW2069'OF BRIDGE 39/20 IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE
 KW2069'BASE OF ELECTRIC SIGNAL 247, AND 6.7 FEET NORTH OF THE NORTH RAIL
 KW2069'OF THE NORTH TRACK.  A STANDARD DISK, STAMPED F 165 1942.
 KW2069
 KW2069                          STATION RECOVERY (1979)
 KW2069
 KW2069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2069'RECOVERED IN GOOD CONDITION.
 KW2069
 KW2069                          STATION RECOVERY (2006)
 KW2069
 KW2069'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2069'ELECTRIC SIGNAL HAS BEEN REMOVED - BASE IS TILTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1992 ***********************************************************************
 KW1992  DESIGNATION -  F 167
 KW1992  PID         -  KW1992
 KW1992  STATE/COUNTY-  PA/CUMBERLAND
 KW1992  USGS QUAD   -  MECHANICSBURG (1987)
 KW1992
 KW1992                         *CURRENT SURVEY CONTROL
 KW1992  ___________________________________________________________________
 KW1992* NAD 83(1986)-  40 12 07.     (N)    077 01 50.     (W)     SCALED    
 KW1992* NAVD 88     -       131.081  (meters)     430.05   (feet)  ADJUSTED  
 KW1992  ___________________________________________________________________
 KW1992  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 KW1992  DYNAMIC HT  -         131.014 (meters)     429.84  (feet)  COMP
 KW1992  MODELED GRAV-     980,116.3   (mgal)                       NAVD 88
 KW1992
 KW1992  VERT ORDER  -  SECOND    CLASS 0
 KW1992
 KW1992.The horizontal coordinates were scaled from a topographic map and have
 KW1992.an estimated accuracy of +/- 6 seconds.
 KW1992
 KW1992.The orthometric height was determined by differential leveling
 KW1992.and adjusted by the National Geodetic Survey in June 1991..
 KW1992
 KW1992.The geoid height was determined by GEOID03.
 KW1992
 KW1992.The dynamic height is computed by dividing the NAVD 88
 KW1992.geopotential number by the normal gravity value computed on the
 KW1992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1992.degrees latitude (g = 980.6199 gals.).
 KW1992
 KW1992.The modeled gravity was interpolated from observed gravity values.
 KW1992
 KW1992;                    North         East    Units  Estimated Accuracy
 KW1992;SPC PA S     -    96,700.      661,250.      MT  (+/- 180 meters Scaled)
 KW1992
 KW1992                          SUPERSEDED SURVEY CONTROL
 KW1992
 KW1992  NGVD 29 (??/??/??)  131.289  (m)          430.74   (f) ADJUSTED    2 0
 KW1992
 KW1992.Superseded values are not recommended for survey control.
 KW1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1992.See file dsdata.txt to determine how the superseded data were derived.
 KW1992
 KW1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK271521(NAD 83)
 KW1992_MARKER: DB = BENCH MARK DISK
 KW1992_SETTING: 66 = SET IN ROCK OUTCROP
 KW1992_SP_SET: ROCK LEDGE
 KW1992_STAMPING: F-167 1942
 KW1992_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW1992+STABILITY: POSITION/ELEVATION WELL
 KW1992_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1992+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2005
 KW1992
 KW1992  HISTORY     - Date     Condition        Report By
 KW1992  HISTORY     - 1942     MONUMENTED       CGS
 KW1992  HISTORY     - 1952     GOOD             CGS
 KW1992  HISTORY     - 20050713 GOOD             USPSQD
 KW1992
 KW1992                          STATION DESCRIPTION
 KW1992
 KW1992'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1992'1.8 MI S FROM MECHANICSBURG.
 KW1992'ABOUT 1.0 MILE WEST ALONG THE MAIN LINE OF THE PENNSYLVANIA
 KW1992'RAILROAD FROM THE STATION AT MECHANICSBURG, THENCE, ABOUT 0.8
 KW1992'MILE SOUTH ALONG THE DILLSBURG BRANCH, ABOUT 365 FT. NORTH-EAST
 KW1992'OF MILE-POST NO. 10, 32 FT. SOUTH-WEST OF THE CENTER LINE OF
 KW1992'A COUNTRY ROAD CROSSING, 13 FT. SOUTH-EAST OF THE CENTER LINE
 KW1992'OF THE TRACK, A STANDARD DISK SET IN A ROCK LEDGE ABOUT 2 FT.
 KW1992'HIGHER THAN THE TRACK.
 KW1992
 KW1992                          STATION RECOVERY (1952)
 KW1992
 KW1992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 KW1992'RECOVERED IN GOOD CONDITION.
 KW1992
 KW1992                          STATION RECOVERY (2005)
 KW1992
 KW1992'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPP)
 KW1992'BEGINNING AT THE SQUARE (INTERSECTION OF MAIN AND MARKET STREETS) IN
 KW1992'MECHANICSBURG, PA GO WEST ON MAIN STREET (PA ROUTE 641) 1.25 MILES TO
 KW1992'SINCLAIR ROAD ON THE LEFT.
 KW1992'THENCE SOUTH ON SINCLAIR 0.25 MILES TO THE MECHANICSBURG SPORTSMANS
 KW1992'ASSOCIATION AND TROUT NURSURY ON THE RIGHT, THENCE SOUTHWEST ALONG THE
 KW1992'GRAVEL DRIVE (ABANDONED RAILROAD) APPROXIMATELY 0.1 MILES TO THE MARK
 KW1992'ON THE LEFT.
 KW1992'A STANDARD DISK STAMPED F 167 1942 SET IN A ROCK LEDGE ABOUT TWO FEET
 KW1992'HIGHER THAN THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1033 ***********************************************************************
 KW1033  DESIGNATION -  F 168
 KW1033  PID         -  KW1033
 KW1033  STATE/COUNTY-  PA/YORK
 KW1033  USGS QUAD   -  STEELTON (1987)
 KW1033
 KW1033                         *CURRENT SURVEY CONTROL
 KW1033  ___________________________________________________________________
 KW1033* NAD 83(1986)-  40 07 41.     (N)    076 46 38.     (W)     SCALED    
 KW1033* NAVD 88     -       180.820  (meters)     593.24   (feet)  ADJUSTED  
 KW1033  ___________________________________________________________________
 KW1033  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 KW1033  DYNAMIC HT  -         180.725 (meters)     592.93  (feet)  COMP
 KW1033  MODELED GRAV-     980,096.4   (mgal)                       NAVD 88
 KW1033
 KW1033  VERT ORDER  -  SECOND    CLASS 0
 KW1033
 KW1033.The horizontal coordinates were scaled from a topographic map and have
 KW1033.an estimated accuracy of +/- 6 seconds.
 KW1033
 KW1033.The orthometric height was determined by differential leveling
 KW1033.and adjusted by the National Geodetic Survey in June 1991..
 KW1033
 KW1033.The geoid height was determined by GEOID03.
 KW1033
 KW1033.The dynamic height is computed by dividing the NAVD 88
 KW1033.geopotential number by the normal gravity value computed on the
 KW1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1033.degrees latitude (g = 980.6199 gals.).
 KW1033
 KW1033.The modeled gravity was interpolated from observed gravity values.
 KW1033
 KW1033;                    North         East    Units  Estimated Accuracy
 KW1033;SPC PA S     -    88,700.      682,910.      MT  (+/- 180 meters Scaled)
 KW1033
 KW1033                          SUPERSEDED SURVEY CONTROL
 KW1033
 KW1033  NGVD 29 (??/??/??)  181.040  (m)          593.96   (f) ADJUSTED    2 0
 KW1033
 KW1033.Superseded values are not recommended for survey control.
 KW1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1033.See file dsdata.txt to determine how the superseded data were derived.
 KW1033
 KW1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK485434(NAD 83)
 KW1033_MARKER: DB = BENCH MARK DISK
 KW1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1033_STAMPING: F 168 1942
 KW1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1033+STABILITY: SURFACE MOTION
 KW1033
 KW1033  HISTORY     - Date     Condition        Report By
 KW1033  HISTORY     - 1942     MONUMENTED       CGS
 KW1033  HISTORY     - 1963     MARK NOT FOUND   CGS
 KW1033
 KW1033                          STATION DESCRIPTION
 KW1033
 KW1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1033'3.8 MI NW FROM YORK HAVEN.
 KW1033'ABOUT 3.8 MILES NORTH-WEST ALONG HIGHWAY NO. 24 FROM THE POST
 KW1033'OFFICE AT YORK HAVEN, 49.5 FT. NORTH OF THE NORTH-WEST CORNER
 KW1033'OF A 2-STORY FRAME HOUSE, 44 FT. EAST OF THE CENTER LINE OF ROAD
 KW1033'NO. 66031, 17 FT. NORTH OF THE CENTER LINE OF HIGHWAY NO. 24,
 KW1033'1.4 FT. SOUTH OF A WHITEPOST STENCILED U.S.B.M., A STANDARD
 KW1033'DISK SET IN A CONCRETE POST IN THE SOUTH-WEST CORNER OF A FIELD.
 KW1033
 KW1033                          STATION RECOVERY (1963)
 KW1033
 KW1033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 KW1033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1298 ***********************************************************************
 KW1298  DESIGNATION -  F 169
 KW1298  PID         -  KW1298
 KW1298  STATE/COUNTY-  PA/LEBANON
 KW1298  USGS QUAD   -  ELIZABETHTOWN (1990)
 KW1298
 KW1298                         *CURRENT SURVEY CONTROL
 KW1298  ___________________________________________________________________
 KW1298* NAD 83(1986)-  40 14 18.     (N)    076 30 39.     (W)     SCALED    
 KW1298* NAVD 88     -       165.766  (meters)     543.85   (feet)  ADJUSTED  
 KW1298  ___________________________________________________________________
 KW1298  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 KW1298  DYNAMIC HT  -         165.677 (meters)     543.56  (feet)  COMP
 KW1298  MODELED GRAV-     980,088.6   (mgal)                       NAVD 88
 KW1298
 KW1298  VERT ORDER  -  SECOND    CLASS 0
 KW1298
 KW1298.The horizontal coordinates were scaled from a topographic map and have
 KW1298.an estimated accuracy of +/- 6 seconds.
 KW1298
 KW1298.The orthometric height was determined by differential leveling
 KW1298.and adjusted by the National Geodetic Survey in June 1991..
 KW1298
 KW1298.The geoid height was determined by GEOID03.
 KW1298
 KW1298.The dynamic height is computed by dividing the NAVD 88
 KW1298.geopotential number by the normal gravity value computed on the
 KW1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1298.degrees latitude (g = 980.6199 gals.).
 KW1298
 KW1298.The modeled gravity was interpolated from observed gravity values.
 KW1298
 KW1298;                    North         East    Units  Estimated Accuracy
 KW1298;SPC PA S     -   101,230.      705,440.      MT  (+/- 180 meters Scaled)
 KW1298
 KW1298                          SUPERSEDED SURVEY CONTROL
 KW1298
 KW1298  NGVD 29 (??/??/??)  166.010  (m)          544.65   (f) ADJUSTED    2 0
 KW1298
 KW1298.Superseded values are not recommended for survey control.
 KW1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1298.See file dsdata.txt to determine how the superseded data were derived.
 KW1298
 KW1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK714553(NAD 83)
 KW1298_MARKER: DB = BENCH MARK DISK
 KW1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1298_STAMPING: F 169 1942
 KW1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1298+STABILITY: SURFACE MOTION
 KW1298
 KW1298  HISTORY     - Date     Condition        Report By
 KW1298  HISTORY     - 1942     MONUMENTED       CGS
 KW1298  HISTORY     - 20040229 MARK NOT FOUND   GEOCAC
 KW1298  HISTORY     - 20060226 POOR             GEOCAC
 KW1298
 KW1298                          STATION DESCRIPTION
 KW1298
 KW1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1298'6 MI SW FROM CORNWALL.
 KW1298'ABOUT 6.0 MILES SOUTH-WEST ALONG THE CORNWALL AND LEBANON
 KW1298'RAILROAD FROM THE POST OFFICE AT CORNWALL, AT COLEBROOK, AT A
 KW1298'ROAD CROSSING, 64 FT. EAST OF THE CENTER LINE OF THE ROAD, 20
 KW1298'FT. SOUTH OF THE CENTER LINE OF THE TRACK, ABOUT 2.5 FT. HIGHER
 KW1298'THAN THE TRACK, 1.3 FT. NORTH OF A WHITE POST STENCILED U.S.B.M.,
 KW1298'A STANDARD DISK SET IN A CONCRETE POST.
 KW1298
 KW1298                          STATION RECOVERY (2004)
 KW1298
 KW1298'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1298'MARK NOT FOUND.
 KW1298
 KW1298                          STATION RECOVERY (2006)
 KW1298
 KW1298'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW1298'FOUND IN POOR CONDITION. RAILBED IS NOW THE LEBANON VALLEY RAIL TRAIL.
 KW1298'NEW DESCRIPTION FOLLOWS-
 KW1298'AT THE PARKING AREA OF THE LEBANON VALLEY RAIL TRAIL ALONG RT 117,
 KW1298'SOUTH OF THE PARKING AREA, 43 FEET NORTHWEST OF POWER POLE 34589
 KW1298'33199, 40 FEET NORTH OF THE CENTERLINE OF RT 117-MT GRETNA RD, 26.5
 KW1298'FEET NORTHWEST OF THE GUY WIRE OF THE POWER POLE.
 KW1298'A STANDARD DISK SET IN A CONCRETE MONUMENT.
 KW1298'NOTE--THE MONUMENT LOCATION APPEARS TO BE FARTHER FROM THE CENTERLINE
 KW1298'OF THE REMOVED TRACKS THAN DESCRIBED AND MAY HAVE BEEN SHIFTED WHEN
 KW1298'THE PARKING LOT WAS CREATED. THE MONUMENT IS LEANING AT A 15 DEGREE
 KW1298'ANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1067 ***********************************************************************
 LZ1067  DESIGNATION -  F 17
 LZ1067  PID         -  LZ1067
 LZ1067  STATE/COUNTY-  PA/LYCOMING
 LZ1067  USGS QUAD   -  WATERVILLE (1983)
 LZ1067
 LZ1067                         *CURRENT SURVEY CONTROL
 LZ1067  ___________________________________________________________________
 LZ1067* NAD 83(1986)-  41 17 04.     (N)    077 19 29.     (W)     SCALED    
 LZ1067* NAVD 88     -       183.730  (meters)     602.79   (feet)  ADJUSTED  
 LZ1067  ___________________________________________________________________
 LZ1067  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 LZ1067  DYNAMIC HT  -         183.648 (meters)     602.52  (feet)  COMP
 LZ1067  MODELED GRAV-     980,174.8   (mgal)                       NAVD 88
 LZ1067
 LZ1067  VERT ORDER  -  SECOND    CLASS 0
 LZ1067
 LZ1067.The horizontal coordinates were scaled from a topographic map and have
 LZ1067.an estimated accuracy of +/- 6 seconds.
 LZ1067
 LZ1067.The orthometric height was determined by differential leveling
 LZ1067.and adjusted by the National Geodetic Survey in June 1991..
 LZ1067
 LZ1067.The geoid height was determined by GEOID03.
 LZ1067
 LZ1067.The dynamic height is computed by dividing the NAVD 88
 LZ1067.geopotential number by the normal gravity value computed on the
 LZ1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1067.degrees latitude (g = 980.6199 gals.).
 LZ1067
 LZ1067.The modeled gravity was interpolated from observed gravity values.
 LZ1067
 LZ1067;                    North         East    Units  Estimated Accuracy
 LZ1067;SPC PA N     -   124,220.      635,630.      MT  (+/- 180 meters Scaled)
 LZ1067
 LZ1067                          SUPERSEDED SURVEY CONTROL
 LZ1067
 LZ1067  NGVD 29 (??/??/92)  183.925  (m)          603.43   (f) ADJ UNCH    2 0
 LZ1067
 LZ1067.Superseded values are not recommended for survey control.
 LZ1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1067.See file dsdata.txt to determine how the superseded data were derived.
 LZ1067
 LZ1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL053729(NAD 83)
 LZ1067_MARKER: DB = BENCH MARK DISK
 LZ1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1067_STAMPING: F 17 1934
 LZ1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1067+STABILITY: SURFACE MOTION
 LZ1067
 LZ1067  HISTORY     - Date     Condition        Report By
 LZ1067  HISTORY     - 1934     MONUMENTED       CGS
 LZ1067
 LZ1067                          STATION DESCRIPTION
 LZ1067
 LZ1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1067'AT RAMSEY.
 LZ1067'AT RAMSEY, LYCOMING COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 LZ1067'ABOUT 75 FEET SOUTH OF THE STATION, 25 FEET WEST OF THE CENTER
 LZ1067'LINE OF THE TRACKS, AT THE WEST PROPERTY LINE FENCE OF THE
 LZ1067'RAILROAD ADJOINING THE PROPERTY OF MR. RAMSEY, AND ABOUT 6 FEET
 LZ1067'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED F 17
 LZ1067'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0764 ***********************************************************************
 KW0764  DESIGNATION -  F 170
 KW0764  PID         -  KW0764
 KW0764  STATE/COUNTY-  PA/LANCASTER
 KW0764  USGS QUAD   -  COLUMBIA EAST (1995)
 KW0764
 KW0764                         *CURRENT SURVEY CONTROL
 KW0764  ___________________________________________________________________
 KW0764* NAD 83(1986)-  40 06 29.     (N)    076 27 28.     (W)     SCALED    
 KW0764* NAVD 88     -       112.932  (meters)     370.51   (feet)  ADJUSTED  
 KW0764  ___________________________________________________________________
 KW0764  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 KW0764  DYNAMIC HT  -         112.873 (meters)     370.32  (feet)  COMP
 KW0764  MODELED GRAV-     980,102.4   (mgal)                       NAVD 88
 KW0764
 KW0764  VERT ORDER  -  SECOND    CLASS 0
 KW0764
 KW0764.The horizontal coordinates were scaled from a topographic map and have
 KW0764.an estimated accuracy of +/- 6 seconds.
 KW0764
 KW0764.The orthometric height was determined by differential leveling
 KW0764.and adjusted by the National Geodetic Survey in June 1991..
 KW0764
 KW0764.The geoid height was determined by GEOID03.
 KW0764
 KW0764.The dynamic height is computed by dividing the NAVD 88
 KW0764.geopotential number by the normal gravity value computed on the
 KW0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0764.degrees latitude (g = 980.6199 gals.).
 KW0764
 KW0764.The modeled gravity was interpolated from observed gravity values.
 KW0764
 KW0764;                    North         East    Units  Estimated Accuracy
 KW0764;SPC PA S     -    86,830.      710,170.      MT  (+/- 180 meters Scaled)
 KW0764
 KW0764                          SUPERSEDED SURVEY CONTROL
 KW0764
 KW0764  NGVD 29 (??/??/??)  113.172  (m)          371.30   (f) ADJUSTED    2 0
 KW0764
 KW0764.Superseded values are not recommended for survey control.
 KW0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0764.See file dsdata.txt to determine how the superseded data were derived.
 KW0764
 KW0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK757407(NAD 83)
 KW0764_MARKER: DB = BENCH MARK DISK
 KW0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0764_STAMPING: F 170 1942
 KW0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0764+STABILITY: SURFACE MOTION
 KW0764
 KW0764  HISTORY     - Date     Condition        Report By
 KW0764  HISTORY     - 1942     MONUMENTED       CGS
 KW0764  HISTORY     - 1972     GOOD             MME
 KW0764
 KW0764                          STATION DESCRIPTION
 KW0764
 KW0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0764'2.4 MI SE FROM MOUNT JOY.
 KW0764'ABOUT 2.4 MILES SOUTHEAST ALONG THE PENN. RAILROAD FROM THE
 KW0764'STATION AT MOUNT JOY, 18 RAILS EAST OF A COUNTRY ROAD CROSSING,
 KW0764'81.5 FEET WEST OF A FENCE CORNER, 15 FEET NORTH OF THE NORTH
 KW0764'RAIL OF THE TRACK, 1.8 FEET SOUTH OF A WHITE POST STENCILED
 KW0764'U.S.B.M.   A STANDARD DISK SET IN A CONCRETE POST.
 KW0764
 KW0764                          STATION RECOVERY (1972)
 KW0764
 KW0764'RECOVERY NOTE BY MYERS-MACOMBER ENGINEERS 1972
 KW0764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0689 ***********************************************************************
 KW0689  DESIGNATION -  F 171
 KW0689  PID         -  KW0689
 KW0689  STATE/COUNTY-  PA/LANCASTER
 KW0689  USGS QUAD   -  LITITZ (1995)
 KW0689
 KW0689                         *CURRENT SURVEY CONTROL
 KW0689  ___________________________________________________________________
 KW0689* NAD 83(1986)-  40 13 55.     (N)    076 19 17.     (W)     SCALED    
 KW0689* NAVD 88     -       166.513  (meters)     546.30   (feet)  ADJUSTED  
 KW0689  ___________________________________________________________________
 KW0689  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 KW0689  DYNAMIC HT  -         166.424 (meters)     546.01  (feet)  COMP
 KW0689  MODELED GRAV-     980,090.7   (mgal)                       NAVD 88
 KW0689
 KW0689  VERT ORDER  -  SECOND    CLASS 0
 KW0689
 KW0689.The horizontal coordinates were scaled from a topographic map and have
 KW0689.an estimated accuracy of +/- 6 seconds.
 KW0689
 KW0689.The orthometric height was determined by differential leveling
 KW0689.and adjusted by the National Geodetic Survey in June 1991..
 KW0689
 KW0689.The geoid height was determined by GEOID03.
 KW0689
 KW0689.The dynamic height is computed by dividing the NAVD 88
 KW0689.geopotential number by the normal gravity value computed on the
 KW0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0689.degrees latitude (g = 980.6199 gals.).
 KW0689
 KW0689.The modeled gravity was interpolated from observed gravity values.
 KW0689
 KW0689;                    North         East    Units  Estimated Accuracy
 KW0689;SPC PA S     -   100,760.      721,570.      MT  (+/- 180 meters Scaled)
 KW0689
 KW0689                          SUPERSEDED SURVEY CONTROL
 KW0689
 KW0689  NGVD 29 (??/??/??)  166.727  (m)          547.00   (f) ADJUSTED    2 0
 KW0689
 KW0689.Superseded values are not recommended for survey control.
 KW0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0689.See file dsdata.txt to determine how the superseded data were derived.
 KW0689
 KW0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK875543(NAD 83)
 KW0689_MARKER: DB = BENCH MARK DISK
 KW0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0689_STAMPING: F 171 1942
 KW0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0689+STABILITY: SURFACE MOTION
 KW0689
 KW0689  HISTORY     - Date     Condition        Report By
 KW0689  HISTORY     - 1942     MONUMENTED       CGS
 KW0689  HISTORY     - 1954     MARK NOT FOUND   USGS
 KW0689  HISTORY     - 20060128 MARK NOT FOUND   GEOCAC
 KW0689
 KW0689                          STATION DESCRIPTION
 KW0689
 KW0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0689'3.6 MI NW FROM CLAY.
 KW0689'ABOUT 3.6 MILES NORTHWEST ALONG HIGHWAY U.S. 322 FROM THE
 KW0689'POST OFFICE AT CLAY, ABOUT 300 FEET WEST OF A 2-STORY FRAME
 KW0689'FARM HOUSE, 30.5 FEET EAST OF AN 8-INCH OAK TREE WITH A TRIANGLE
 KW0689'BLAZE, 19 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 KW0689'1.0 FOOT NORTHEAST OF A WHITE POST STENCILED U.S.B.M.  A STANDARD
 KW0689'DISK SET IN A CONCRETE POST.
 KW0689
 KW0689                          STATION RECOVERY (1954)
 KW0689
 KW0689'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 KW0689'MARK NOT FOUND.
 KW0689
 KW0689                          STATION RECOVERY (2006)
 KW0689
 KW0689'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0689'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0713 ***********************************************************************
 KW0713  DESIGNATION -  F 172
 KW0713  PID         -  KW0713
 KW0713  STATE/COUNTY-  PA/LANCASTER
 KW0713  USGS QUAD   -  WOMELSDORF (1984)
 KW0713
 KW0713                         *CURRENT SURVEY CONTROL
 KW0713  ___________________________________________________________________
 KW0713* NAD 83(1986)-  40 16 32.     (N)    076 08 11.     (W)     SCALED    
 KW0713* NAVD 88     -       163.461  (meters)     536.29   (feet)  ADJUSTED  
 KW0713  ___________________________________________________________________
 KW0713  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 KW0713  DYNAMIC HT  -         163.374 (meters)     536.00  (feet)  COMP
 KW0713  MODELED GRAV-     980,088.2   (mgal)                       NAVD 88
 KW0713
 KW0713  VERT ORDER  -  SECOND    CLASS 0
 KW0713
 KW0713.The horizontal coordinates were scaled from a topographic map and have
 KW0713.an estimated accuracy of +/- 6 seconds.
 KW0713
 KW0713.The orthometric height was determined by differential leveling
 KW0713.and adjusted by the National Geodetic Survey in June 1991..
 KW0713
 KW0713.The geoid height was determined by GEOID03.
 KW0713
 KW0713.The dynamic height is computed by dividing the NAVD 88
 KW0713.geopotential number by the normal gravity value computed on the
 KW0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0713.degrees latitude (g = 980.6199 gals.).
 KW0713
 KW0713.The modeled gravity was interpolated from observed gravity values.
 KW0713
 KW0713;                    North         East    Units  Estimated Accuracy
 KW0713;SPC PA S     -   105,870.      737,220.      MT  (+/- 180 meters Scaled)
 KW0713
 KW0713                          SUPERSEDED SURVEY CONTROL
 KW0713
 KW0713  NGVD 29 (??/??/??)  163.703  (m)          537.08   (f) ADJUSTED    2 0
 KW0713
 KW0713.Superseded values are not recommended for survey control.
 KW0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0713.See file dsdata.txt to determine how the superseded data were derived.
 KW0713
 KW0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK033589(NAD 83)
 KW0713_MARKER: DB = BENCH MARK DISK
 KW0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0713_STAMPING: F 172 1942
 KW0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0713+STABILITY: SURFACE MOTION
 KW0713_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0713+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2004
 KW0713
 KW0713  HISTORY     - Date     Condition        Report By
 KW0713  HISTORY     - 1942     MONUMENTED       CGS
 KW0713  HISTORY     - 20000601 GOOD             PADT
 KW0713  HISTORY     - 20041001 GOOD             GEOCAC
 KW0713
 KW0713                          STATION DESCRIPTION
 KW0713
 KW0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0713'1.3 MI NW FROM REINHOLDS.
 KW0713'ABOUT 1.3 MILES NORTHWEST ALONG HIGHWAY NO. 897 FROM THE READING
 KW0713'CO. RAILROAD STATION AT REINHOLDS, 98 FEET EAST OF THE SOUTHEAST
 KW0713'CORNER OF THE BLIANSPORT UNITED BRETHERN CHURCH, 50 FEET SOUTHWEST
 KW0713'OF THE CENTER LINE OF THE HIGHWAY, 1.0 FOOT NORTHEAST OF A STEEL
 KW0713'CEMETERY FENCE.  A STANDARD DISK SET IN A CONCRETE POST, AT THE
 KW0713'SOUTHWEST CORNER OF A CEMETERY.
 KW0713
 KW0713                          STATION RECOVERY (2000)
 KW0713
 KW0713'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (AJH)
 KW0713'RECOVERED IN GOOD CONDITION.
 KW0713
 KW0713                          STATION RECOVERY (2004)
 KW0713
 KW0713'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0551 ***********************************************************************
 KW0551  DESIGNATION -  F 173
 KW0551  PID         -  KW0551
 KW0551  STATE/COUNTY-  PA/BERKS
 KW0551  USGS QUAD   -  BETHEL (1992)
 KW0551
 KW0551                         *CURRENT SURVEY CONTROL
 KW0551  ___________________________________________________________________
 KW0551* NAD 83(1986)-  40 28 52.     (N)    076 17 50.     (W)     SCALED    
 KW0551* NAVD 88     -       179.246  (meters)     588.08   (feet)  ADJUSTED  
 KW0551  ___________________________________________________________________
 KW0551  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 KW0551  DYNAMIC HT  -         179.154 (meters)     587.77  (feet)  COMP
 KW0551  MODELED GRAV-     980,108.4   (mgal)                       NAVD 88
 KW0551
 KW0551  VERT ORDER  -  SECOND    CLASS 0
 KW0551
 KW0551.The horizontal coordinates were scaled from a topographic map and have
 KW0551.an estimated accuracy of +/- 6 seconds.
 KW0551
 KW0551.The orthometric height was determined by differential leveling
 KW0551.and adjusted by the National Geodetic Survey in June 1991..
 KW0551
 KW0551.The geoid height was determined by GEOID03.
 KW0551
 KW0551.The dynamic height is computed by dividing the NAVD 88
 KW0551.geopotential number by the normal gravity value computed on the
 KW0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0551.degrees latitude (g = 980.6199 gals.).
 KW0551
 KW0551.The modeled gravity was interpolated from observed gravity values.
 KW0551
 KW0551;                    North         East    Units  Estimated Accuracy
 KW0551;SPC PA S     -   128,460.      723,170.      MT  (+/- 180 meters Scaled)
 KW0551
 KW0551                          SUPERSEDED SURVEY CONTROL
 KW0551
 KW0551  NGVD 29 (??/??/??)  179.450  (m)          588.75   (f) ADJUSTED    2 0
 KW0551
 KW0551.Superseded values are not recommended for survey control.
 KW0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0551.See file dsdata.txt to determine how the superseded data were derived.
 KW0551
 KW0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK900819(NAD 83)
 KW0551_MARKER: DB = BENCH MARK DISK
 KW0551_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0551_SP_SET: RETAINING WALL
 KW0551_STAMPING: F 173 1942
 KW0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0551_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0551+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2002
 KW0551
 KW0551  HISTORY     - Date     Condition        Report By
 KW0551  HISTORY     - 1942     MONUMENTED       CGS
 KW0551  HISTORY     - 20021219 GOOD             USPSQD
 KW0551
 KW0551                          STATION DESCRIPTION
 KW0551
 KW0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0551'0.5 MI NW FROM BETHEL.
 KW0551'0.5 MILE NORTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AT
 KW0551'BETHEL, AT A GRAY 2-STORY HOUSE WHICH IS ACROSS THE HIGHWAY FROM
 KW0551'A BRICK 2-STORY HOUSE.  A STANDARD DIS, SET IN THE TOP OF A
 KW0551'CONCRETE RETAINING WALL BETWEEN THE HOUSE AND THE ROAD, 21.8
 KW0551'FEET SOUTHEAST OF THE NORTHWEST END, 20.2 FEET WEST OF THE WEST
 KW0551'CORNER OF THE HOUSE, AND 18 FEET NORTHEAST OF THE CENTERLINE OF
 KW0551'THE HIGHWAY.
 KW0551
 KW0551                          STATION RECOVERY (2002)
 KW0551
 KW0551'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW0551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0171 ***********************************************************************
 KW0171  DESIGNATION -  F 174
 KW0171  PID         -  KW0171
 KW0171  STATE/COUNTY-  PA/SCHUYLKILL
 KW0171  USGS QUAD   -  FRIEDENSBURG (1976)
 KW0171
 KW0171                         *CURRENT SURVEY CONTROL
 KW0171  ___________________________________________________________________
 KW0171* NAD 83(1986)-  40 32 41.     (N)    076 12 56.     (W)     SCALED    
 KW0171* NAVD 88     -       291.324  (meters)     955.79   (feet)  ADJUSTED  
 KW0171  ___________________________________________________________________
 KW0171  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 KW0171  DYNAMIC HT  -         291.173 (meters)     955.29  (feet)  COMP
 KW0171  MODELED GRAV-     980,099.3   (mgal)                       NAVD 88
 KW0171
 KW0171  VERT ORDER  -  SECOND    CLASS 0
 KW0171
 KW0171.The horizontal coordinates were scaled from a topographic map and have
 KW0171.an estimated accuracy of +/- 6 seconds.
 KW0171
 KW0171.The orthometric height was determined by differential leveling
 KW0171.and adjusted by the National Geodetic Survey in June 1991..
 KW0171
 KW0171.The geoid height was determined by GEOID03.
 KW0171
 KW0171.The dynamic height is computed by dividing the NAVD 88
 KW0171.geopotential number by the normal gravity value computed on the
 KW0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0171.degrees latitude (g = 980.6199 gals.).
 KW0171
 KW0171.The modeled gravity was interpolated from observed gravity values.
 KW0171
 KW0171;                    North         East    Units  Estimated Accuracy
 KW0171;SPC PA S     -   135,640.      729,970.      MT  (+/- 180 meters Scaled)
 KW0171
 KW0171                          SUPERSEDED SURVEY CONTROL
 KW0171
 KW0171  NGVD 29 (??/??/??)  291.514  (m)          956.41   (f) ADJUSTED    2 0
 KW0171
 KW0171.Superseded values are not recommended for survey control.
 KW0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0171.See file dsdata.txt to determine how the superseded data were derived.
 KW0171
 KW0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK970889(NAD 83)
 KW0171_MARKER: DB = BENCH MARK DISK
 KW0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0171_STAMPING: F 174 1942
 KW0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0171+STABILITY: SURFACE MOTION
 KW0171
 KW0171  HISTORY     - Date     Condition        Report By
 KW0171  HISTORY     - 1942     MONUMENTED       CGS
 KW0171
 KW0171                          STATION DESCRIPTION
 KW0171
 KW0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0171'1.7 MI S FROM SUMMIT STATION.
 KW0171'1.7 MILES SOUTH ALONG STATE HIGHWAY NO. 83 FROM THE POST OFFICE
 KW0171'AT SUMMIT STATION, 0.2 MILE SOUTHWEST OF THE BLUE RIDGE
 KW0171'RESTAURANT, AT THE WEST CORNER OF A SMALL CULTIVATED FIELD, IN
 KW0171'THE NORTH CORNER OF THE WOODS, 43 FEET SOUTHEAST OF THE
 KW0171'CENTER-LINE OF THE HIGHWAY, 38 FEET SOUTHWEST OF THE SOUTHWEST
 KW0171'EDGE OF THE FIELD, 23 FEET SOUTHEAST OF THE SOUTHEAST END OF AN
 KW0171'18-INCH PIPE CULVERT, 22 FEET SOUTHEAST OF POWERLINE POLE NO.
 KW0171'11802, 11 FEET SOUTHWEST OF A 10-INCH TRIANGLE-BLAZED OAK TREE,
 KW0171'AND 1 FOOT NORTHWEST OF A STANARD REFERENCE POST.  A STANDARD
 KW0171'DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1111 ***********************************************************************
 KW1111  DESIGNATION -  F 175
 KW1111  PID         -  KW1111
 KW1111  STATE/COUNTY-  PA/DAUPHIN
 KW1111  USGS QUAD   -  HARRISBURG EAST (1987)
 KW1111
 KW1111                         *CURRENT SURVEY CONTROL
 KW1111  ___________________________________________________________________
 KW1111* NAD 83(1986)-  40 22 28.     (N)    076 50 30.     (W)     SCALED    
 KW1111* NAVD 88     -       138.950  (meters)     455.87   (feet)  ADJUSTED  
 KW1111  ___________________________________________________________________
 KW1111  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KW1111  DYNAMIC HT  -         138.880 (meters)     455.64  (feet)  COMP
 KW1111  MODELED GRAV-     980,124.2   (mgal)                       NAVD 88
 KW1111
 KW1111  VERT ORDER  -  SECOND    CLASS 0
 KW1111
 KW1111.The horizontal coordinates were scaled from a topographic map and have
 KW1111.an estimated accuracy of +/- 6 seconds.
 KW1111
 KW1111.The orthometric height was determined by differential leveling
 KW1111.and adjusted by the National Geodetic Survey in June 1991..
 KW1111
 KW1111.The geoid height was determined by GEOID03.
 KW1111
 KW1111.The dynamic height is computed by dividing the NAVD 88
 KW1111.geopotential number by the normal gravity value computed on the
 KW1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1111.degrees latitude (g = 980.6199 gals.).
 KW1111
 KW1111.The modeled gravity was interpolated from observed gravity values.
 KW1111
 KW1111;                    North         East    Units  Estimated Accuracy
 KW1111;SPC PA S     -   116,000.      677,140.      MT  (+/- 180 meters Scaled)
 KW1111
 KW1111                          SUPERSEDED SURVEY CONTROL
 KW1111
 KW1111  NGVD 29 (??/??/??)  139.169  (m)          456.59   (f) ADJUSTED    2 0
 KW1111
 KW1111.Superseded values are not recommended for survey control.
 KW1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1111.See file dsdata.txt to determine how the superseded data were derived.
 KW1111
 KW1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK436709(NAD 83)
 KW1111_MARKER: DB = BENCH MARK DISK
 KW1111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1111_SP_SET: STONE PILLAR
 KW1111_STAMPING: F 175 1942
 KW1111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1111
 KW1111  HISTORY     - Date     Condition        Report By
 KW1111  HISTORY     - 1942     MONUMENTED       CGS
 KW1111  HISTORY     - 20040915 MARK NOT FOUND   GEOCAC
 KW1111
 KW1111                          STATION DESCRIPTION
 KW1111
 KW1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1111'5.9 MI E FROM DAUPHIN.
 KW1111'1.6 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1111'STATION AT DAUPHIN, THENCE 4.3 MILES NORTHEAST ALONG STATE
 KW1111'HIGHWAY 443, SET IN THE SOUTH END OF THE CENTER PILLAR OF A
 KW1111'STEEL GIRDER BRIDGE, 50.2 FEET EAST OF POLE 57, 12.7 FEET SOUTH
 KW1111'OF THE CENTERLINE OF THE HIGHWAY, 1.8 FEET BELOW HIGHWAY LEVEL.
 KW1111'A STANDARD DISK SET IN STONE PILLAR.
 KW1111
 KW1111                          STATION RECOVERY (2004)
 KW1111
 KW1111'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1111'BRIDGE HAS BEEN REPLACED WITH A CONCRETE STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1158 ***********************************************************************
 KW1158  DESIGNATION -  F 176
 KW1158  PID         -  KW1158
 KW1158  STATE/COUNTY-  PA/DAUPHIN
 KW1158  USGS QUAD   -  HERSHEY (1990)
 KW1158
 KW1158                         *CURRENT SURVEY CONTROL
 KW1158  ___________________________________________________________________
 KW1158* NAD 83(1986)-  40 18 52.     (N)    076 41 55.     (W)     SCALED    
 KW1158* NAVD 88     -       152.363  (meters)     499.88   (feet)  ADJUSTED  
 KW1158  ___________________________________________________________________
 KW1158  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 KW1158  DYNAMIC HT  -         152.286 (meters)     499.62  (feet)  COMP
 KW1158  MODELED GRAV-     980,118.4   (mgal)                       NAVD 88
 KW1158
 KW1158  VERT ORDER  -  SECOND    CLASS 0
 KW1158
 KW1158.The horizontal coordinates were scaled from a topographic map and have
 KW1158.an estimated accuracy of +/- 6 seconds.
 KW1158
 KW1158.The orthometric height was determined by differential leveling
 KW1158.and adjusted by the National Geodetic Survey in June 1991..
 KW1158
 KW1158.The geoid height was determined by GEOID03.
 KW1158
 KW1158.The dynamic height is computed by dividing the NAVD 88
 KW1158.geopotential number by the normal gravity value computed on the
 KW1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1158.degrees latitude (g = 980.6199 gals.).
 KW1158
 KW1158.The modeled gravity was interpolated from observed gravity values.
 KW1158
 KW1158;                    North         East    Units  Estimated Accuracy
 KW1158;SPC PA S     -   109,470.      689,360.      MT  (+/- 180 meters Scaled)
 KW1158
 KW1158                          SUPERSEDED SURVEY CONTROL
 KW1158
 KW1158  NGVD 29 (??/??/??)  152.580  (m)          500.59   (f) ADJUSTED    2 0
 KW1158
 KW1158.Superseded values are not recommended for survey control.
 KW1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1158.See file dsdata.txt to determine how the superseded data were derived.
 KW1158
 KW1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK556640(NAD 83)
 KW1158_MARKER: DB = BENCH MARK DISK
 KW1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1158_STAMPING: F 176 1942
 KW1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1158+STABILITY: SURFACE MOTION
 KW1158
 KW1158  HISTORY     - Date     Condition        Report By
 KW1158  HISTORY     - 1942     MONUMENTED       CGS
 KW1158  HISTORY     - 19950601 MARK NOT FOUND   USPSQD
 KW1158  HISTORY     - 20040730 MARK NOT FOUND   USPSQD
 KW1158
 KW1158                          STATION DESCRIPTION
 KW1158
 KW1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1158'3.5 MI N FROM SWATARA.
 KW1158'3.5 MILES NORTH ALONG THE COUNTY ROAD FROM THE STATION AT
 KW1158'SWATARA, SET AT THE INTERSECTION OF THE MAIN ROAD AND A SIDE
 KW1158'ROAD LEADING EAST, IN THE NORTHWEST CORNER OF A CULTIVATED
 KW1158'FIELD, 41.5 FEET EAST OF THE CENTERLINE OF THE MAIN ROAD, 36
 KW1158'FEET SOUTHEAST OF POLE 157, 15 FEET SOUTH OF THE CENTERLINE OF
 KW1158'THE SIDE ROAD, 2.7 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A
 KW1158'STANDARD DISK SET IN TOP OF A CONCRETE POST.
 KW1158
 KW1158                          STATION RECOVERY (1995)
 KW1158
 KW1158'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW1158'MARK NOT FOUND.
 KW1158
 KW1158                          STATION RECOVERY (2004)
 KW1158
 KW1158'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 KW1158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1159 ***********************************************************************
 KW1159  DESIGNATION -  F 176 PADH RESET 1967
 KW1159  PID         -  KW1159
 KW1159  STATE/COUNTY-  PA/DAUPHIN
 KW1159  USGS QUAD   -  HERSHEY (1990)
 KW1159
 KW1159                         *CURRENT SURVEY CONTROL
 KW1159  ___________________________________________________________________
 KW1159* NAD 83(1986)-  40 18 52.     (N)    076 41 55.     (W)     SCALED    
 KW1159* NAVD 88     -       151.97   (+/-2cm)     498.6    (feet)  VERTCON   
 KW1159  ___________________________________________________________________
 KW1159  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 KW1159
 KW1159  VERT ORDER  -  THIRD (See Below)
 KW1159
 KW1159.The horizontal coordinates were scaled from a topographic map and have
 KW1159.an estimated accuracy of +/- 6 seconds.
 KW1159
 KW1159.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW1159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW1159.The vertical order pertains to the NGVD 29 superseded value.
 KW1159
 KW1159.The geoid height was determined by GEOID03.
 KW1159
 KW1159;                    North         East    Units  Estimated Accuracy
 KW1159;SPC PA S     -   109,470.      689,360.      MT  (+/- 180 meters Scaled)
 KW1159
 KW1159                          SUPERSEDED SURVEY CONTROL
 KW1159
 KW1159  NGVD 29 (??/??/??)  152.20   (m)          499.3    (f) RESET       3  
 KW1159
 KW1159.Superseded values are not recommended for survey control.
 KW1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1159.See file dsdata.txt to determine how the superseded data were derived.
 KW1159
 KW1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK556640(NAD 83)
 KW1159_MARKER: DB = BENCH MARK DISK
 KW1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1159_STAMPING: F 176 RESET 1967
 KW1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1159+STABILITY: SURFACE MOTION
 KW1159
 KW1159  HISTORY     - Date     Condition        Report By
 KW1159  HISTORY     - 1967     MONUMENTED       PADH
 KW1159  HISTORY     - 19950601 MARK NOT FOUND   USPSQD
 KW1159  HISTORY     - 20040730 MARK NOT FOUND   USPSQD
 KW1159  HISTORY     - 20040802 MARK NOT FOUND   GEOCAC
 KW1159
 KW1159                          STATION DESCRIPTION
 KW1159
 KW1159'DESCRIBED BY PA DEPT OF HIGHWAYS 1967
 KW1159'3.5 MI N FROM SWATARA.
 KW1159'3.5 MILES NORTH ALONG THE COUNTY ROAD FROM THE STATION AT SWATARA,
 KW1159'IN THE SOUTHEAST ANGLE OF THE JUNCTION FORMED BY THE MAIN
 KW1159'ROAD AND A ROAD LEADING EAST, AT THE EDGE OF THE SHOULDER, SET
 KW1159'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH, ABOUT 41.5
 KW1159'FEET SOUTHEAST OF POLE 157.
 KW1159
 KW1159                          STATION RECOVERY (1995)
 KW1159
 KW1159'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW1159'MARK NOT FOUND.
 KW1159
 KW1159                          STATION RECOVERY (2004)
 KW1159
 KW1159'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 KW1159'MARK NOT FOUND.
 KW1159
 KW1159                          STATION RECOVERY (2004)
 KW1159
 KW1159'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1159'ROAD HAS BEEN WIDENED TO ADD A RIGHT TURN LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1487 ***********************************************************************
 KW1487  DESIGNATION -  F 177
 KW1487  PID         -  KW1487
 KW1487  STATE/COUNTY-  PA/DAUPHIN
 KW1487  USGS QUAD   -  TOWER CITY (1974)
 KW1487
 KW1487                         *CURRENT SURVEY CONTROL
 KW1487  ___________________________________________________________________
 KW1487* NAD 83(1986)-  40 32 15.     (N)    076 35 39.     (W)     SCALED    
 KW1487* NAVD 88     -       229.071  (meters)     751.54   (feet)  ADJUSTED  
 KW1487  ___________________________________________________________________
 KW1487  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 KW1487  DYNAMIC HT  -         228.956 (meters)     751.17  (feet)  COMP
 KW1487  MODELED GRAV-     980,118.6   (mgal)                       NAVD 88
 KW1487
 KW1487  VERT ORDER  -  SECOND    CLASS 0
 KW1487
 KW1487.The horizontal coordinates were scaled from a topographic map and have
 KW1487.an estimated accuracy of +/- 6 seconds.
 KW1487
 KW1487.The orthometric height was determined by differential leveling
 KW1487.and adjusted by the National Geodetic Survey in June 1991..
 KW1487
 KW1487.The geoid height was determined by GEOID03.
 KW1487
 KW1487.The dynamic height is computed by dividing the NAVD 88
 KW1487.geopotential number by the normal gravity value computed on the
 KW1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1487.degrees latitude (g = 980.6199 gals.).
 KW1487
 KW1487.The modeled gravity was interpolated from observed gravity values.
 KW1487
 KW1487;                    North         East    Units  Estimated Accuracy
 KW1487;SPC PA S     -   134,350.      697,920.      MT  (+/- 180 meters Scaled)
 KW1487
 KW1487                          SUPERSEDED SURVEY CONTROL
 KW1487
 KW1487  NGVD 29 (??/??/??)  229.303  (m)          752.30   (f) ADJUSTED    2 0
 KW1487
 KW1487.Superseded values are not recommended for survey control.
 KW1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1487.See file dsdata.txt to determine how the superseded data were derived.
 KW1487
 KW1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK649886(NAD 83)
 KW1487_MARKER: DB = BENCH MARK DISK
 KW1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1487_STAMPING: F 177 1942
 KW1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1487+STABILITY: SURFACE MOTION
 KW1487
 KW1487  HISTORY     - Date     Condition        Report By
 KW1487  HISTORY     - 1942     MONUMENTED       CGS
 KW1487
 KW1487                          STATION DESCRIPTION
 KW1487
 KW1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1487'5.1 MI SW FROM TOWER CITY.
 KW1487'5.1 MILES SOUTHWEST ALONG THE COUNTY ROAD FROM THE STATION AT
 KW1487'TOWER CITY, SET IN A TRIANGLE FORMED BY THE INTERSECTION OF THE
 KW1487'MAIN ROAD AND A SIDE ROAD LEADING EAST, 26 FEET SOUTHEAST OF
 KW1487'THE CENTERLINE OF THE MAIN ROAD, 18 FEET NORTHWEST OF THE
 KW1487'CENTERLINE OF A SHORT ROAD CONNECTING THE ROADS FORMING THE
 KW1487'TRIANGLE, 7 FEET NORTHEAST OF AN 18-INCH OAK TREE WITH A
 KW1487'TRIANGULAR BLAZE ON THE NORTHWEST SIDE OF THE TREE.  A STANDARD
 KW1487'DISK SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1097 ***********************************************************************
 KW1097  DESIGNATION -  F 178
 KW1097  PID         -  KW1097
 KW1097  STATE/COUNTY-  PA/DAUPHIN
 KW1097  USGS QUAD   -  ENDERS (1974)
 KW1097
 KW1097                         *CURRENT SURVEY CONTROL
 KW1097  ___________________________________________________________________
 KW1097* NAD 83(1986)-  40 26 28.     (N)    076 48 22.     (W)     SCALED    
 KW1097* NAVD 88     -       167.371  (meters)     549.12   (feet)  ADJUSTED  
 KW1097  ___________________________________________________________________
 KW1097  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KW1097  DYNAMIC HT  -         167.287 (meters)     548.84  (feet)  COMP
 KW1097  MODELED GRAV-     980,124.0   (mgal)                       NAVD 88
 KW1097
 KW1097  VERT ORDER  -  SECOND    CLASS 0
 KW1097
 KW1097.The horizontal coordinates were scaled from a topographic map and have
 KW1097.an estimated accuracy of +/- 6 seconds.
 KW1097
 KW1097.The orthometric height was determined by differential leveling
 KW1097.and adjusted by the National Geodetic Survey in June 1991..
 KW1097
 KW1097.The geoid height was determined by GEOID03.
 KW1097
 KW1097.The dynamic height is computed by dividing the NAVD 88
 KW1097.geopotential number by the normal gravity value computed on the
 KW1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1097.degrees latitude (g = 980.6199 gals.).
 KW1097
 KW1097.The modeled gravity was interpolated from observed gravity values.
 KW1097
 KW1097;                    North         East    Units  Estimated Accuracy
 KW1097;SPC PA S     -   123,430.      680,080.      MT  (+/- 180 meters Scaled)
 KW1097
 KW1097                          SUPERSEDED SURVEY CONTROL
 KW1097
 KW1097  NGVD 29 (??/??/??)  167.605  (m)          549.88   (f) ADJUSTED    2 0
 KW1097
 KW1097.Superseded values are not recommended for survey control.
 KW1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1097.See file dsdata.txt to determine how the superseded data were derived.
 KW1097
 KW1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK468782(NAD 83)
 KW1097_MARKER: DB = BENCH MARK DISK
 KW1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1097_STAMPING: F 178 1942
 KW1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1097+STABILITY: SURFACE MOTION
 KW1097_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1097+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2004
 KW1097
 KW1097  HISTORY     - Date     Condition        Report By
 KW1097  HISTORY     - 1942     MONUMENTED       CGS
 KW1097  HISTORY     - 20040915 GOOD             GEOCAC
 KW1097
 KW1097                          STATION DESCRIPTION
 KW1097
 KW1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1097'10.5 MI NE FROM DAUPHIN.
 KW1097'2.0 MILES NORTH ALONG STATE HIGHWAY 225 FROM THE STATION AT
 KW1097'DAUPHIN, THENCE 8.5 MILES NORTHEAST ALONG THE COUNTY ROAD, SET
 KW1097'AT THE WEST END OF A DEEP FILL, 33.4 FEET SOUTHWEST OF THE
 KW1097'SOUTHWEST GUARD RAIL POST, 27.7 FEET SOUTH OF THE CENTERLINE OF
 KW1097'THE ROAD, 18 FEET SOUTHEAST OF POLE 224, 15.7 FEET EAST OF AN
 KW1097'18-INCH PINE TREE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE OF
 KW1097'TREE.  A STANDARD DISK SET IN TOP OF A CONCRETE POST FLUSH
 KW1097'WITH THE GROUND.
 KW1097
 KW1097                          STATION RECOVERY (2004)
 KW1097
 KW1097'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1097'STATE HIGHWAY 225 IS NOW 325.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2597 ***********************************************************************
 KV2597  DESIGNATION -  F 179 PADH
 KV2597  PID         -  KV2597
 KV2597  STATE/COUNTY-  PA/LEHIGH
 KV2597  USGS QUAD   -  TOPTON (1992)
 KV2597
 KV2597                         *CURRENT SURVEY CONTROL
 KV2597  ___________________________________________________________________
 KV2597* NAD 83(1986)-  40 34 47.     (N)    075 43 33.     (W)     SCALED    
 KV2597* NAVD 88     -       172.406  (meters)     565.64   (feet)  ADJUSTED  
 KV2597  ___________________________________________________________________
 KV2597  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 KV2597  DYNAMIC HT  -         172.319 (meters)     565.35  (feet)  COMP
 KV2597  MODELED GRAV-     980,119.7   (mgal)                       NAVD 88
 KV2597
 KV2597  VERT ORDER  -  SECOND    CLASS 0
 KV2597
 KV2597.The horizontal coordinates were scaled from a topographic map and have
 KV2597.an estimated accuracy of +/- 6 seconds.
 KV2597
 KV2597.The orthometric height was determined by differential leveling
 KV2597.and adjusted by the National Geodetic Survey in June 1991..
 KV2597
 KV2597.The geoid height was determined by GEOID03.
 KV2597
 KV2597.The dynamic height is computed by dividing the NAVD 88
 KV2597.geopotential number by the normal gravity value computed on the
 KV2597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2597.degrees latitude (g = 980.6199 gals.).
 KV2597
 KV2597.The modeled gravity was interpolated from observed gravity values.
 KV2597
 KV2597;                    North         East    Units  Estimated Accuracy
 KV2597;SPC PA S     -   140,360.      771,360.      MT  (+/- 180 meters Scaled)
 KV2597
 KV2597                          SUPERSEDED SURVEY CONTROL
 KV2597
 KV2597  NGVD 29 (??/??/??)  172.605  (m)          566.29   (f) ADJUSTED    2 0
 KV2597
 KV2597.Superseded values are not recommended for survey control.
 KV2597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2597.See file dsdata.txt to determine how the superseded data were derived.
 KV2597
 KV2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK385923(NAD 83)
 KV2597_MARKER: DD = SURVEY DISK
 KV2597_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2597_SP_SET: ABUTMENT
 KV2597_STAMPING: F 179 1942
 KV2597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2597
 KV2597  HISTORY     - Date     Condition        Report By
 KV2597  HISTORY     - 1942     MONUMENTED       PADH
 KV2597  HISTORY     - 1942     GOOD             CGS
 KV2597  HISTORY     - 1960     GOOD             CGS
 KV2597  HISTORY     - 1987     GOOD             USPSQD
 KV2597  HISTORY     - 19950408 GOOD             USPSQD
 KV2597  HISTORY     - 20030102 GOOD             USPSQD
 KV2597
 KV2597                          STATION DESCRIPTION
 KV2597
 KV2597'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2597'4 MI E FROM KRUMSVILLE.
 KV2597'4.0 MILES EAST ALONG U.S. HIGHWAY NO. 22 FROM THE HOTEL AT
 KV2597'KRUMSVILLE, AT NEW SMITHVILLE, ABOUT 1/2 WAY BETWEEN THE GULF
 KV2597'SERVICE STATION AND THE TEXACO SERVICE STATION, SET IN THE NORTH
 KV2597'CORNER OF THE WEST ABUTMENT OF THE CONCRETE BRIDGE, 22 FEET
 KV2597'NORTH OF THE CENTER-LINE OF THE HIGHWAY.  A PENNSYLVANIA
 KV2597'DEPARTMENT OF HIGHWAYS BRONZE DISK.  STAMPED BY THE U.S.C. AND
 KV2597'G.S.
 KV2597
 KV2597                          STATION RECOVERY (1960)
 KV2597
 KV2597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KV2597'RECOVERED IN GOOD CONDITION.
 KV2597
 KV2597                          STATION RECOVERY (1987)
 KV2597
 KV2597'RECOVERY NOTE BY US POWER SQUADRON 1987 (MWD)
 KV2597'RECOVERED IN GOOD CONDITION.
 KV2597
 KV2597                          STATION RECOVERY (1995)
 KV2597
 KV2597'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV2597'RECOVERED IN GOOD CONDITION.
 KV2597
 KV2597                          STATION RECOVERY (2003)
 KV2597
 KV2597'RECOVERY NOTE BY US POWER SQUADRON 2003 (CC)
 KV2597'3.8 MILES EAST ALONG OLD ROUTE 22 FROM THE HOTEL AT KRUMSVILLE, 0.1
 KV2597'MILES EAST FROM THE INTERSECTION OF OLD RT. 22 AND NEW SMITHVILLE
 KV2597'ROAD. SET IN THE NORTH CORNER OF THE WEST ABUTMENT OF THE CONCRETE
 KV2597'BRIDGE, 23 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1232 ***********************************************************************
 LZ1232  DESIGNATION -  F 18
 LZ1232  PID         -  LZ1232
 LZ1232  STATE/COUNTY-  PA/CLINTON
 LZ1232  USGS QUAD   -  FARRANDSVILLE (1973)
 LZ1232
 LZ1232                         *CURRENT SURVEY CONTROL
 LZ1232  ___________________________________________________________________
 LZ1232* NAD 83(1986)-  41 14 28.     (N)    077 35 17.     (W)     SCALED    
 LZ1232* NAVD 88     -       182.691  (meters)     599.38   (feet)  ADJUSTED  
 LZ1232  ___________________________________________________________________
 LZ1232  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LZ1232  DYNAMIC HT  -         182.603 (meters)     599.09  (feet)  COMP
 LZ1232  MODELED GRAV-     980,143.4   (mgal)                       NAVD 88
 LZ1232
 LZ1232  VERT ORDER  -  SECOND    CLASS 0
 LZ1232
 LZ1232.The horizontal coordinates were scaled from a topographic map and have
 LZ1232.an estimated accuracy of +/- 6 seconds.
 LZ1232
 LZ1232.The orthometric height was determined by differential leveling
 LZ1232.and adjusted by the National Geodetic Survey in June 1991..
 LZ1232
 LZ1232.The geoid height was determined by GEOID03.
 LZ1232
 LZ1232.The dynamic height is computed by dividing the NAVD 88
 LZ1232.geopotential number by the normal gravity value computed on the
 LZ1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1232.degrees latitude (g = 980.6199 gals.).
 LZ1232
 LZ1232.The modeled gravity was interpolated from observed gravity values.
 LZ1232
 LZ1232;                    North         East    Units  Estimated Accuracy
 LZ1232;SPC PA N     -   119,330.      613,580.      MT  (+/- 180 meters Scaled)
 LZ1232
 LZ1232                          SUPERSEDED SURVEY CONTROL
 LZ1232
 LZ1232  NGVD 29 (??/??/92)  182.878  (m)          599.99   (f) ADJ UNCH    2 0
 LZ1232
 LZ1232.Superseded values are not recommended for survey control.
 LZ1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1232.See file dsdata.txt to determine how the superseded data were derived.
 LZ1232
 LZ1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL831687(NAD 83)
 LZ1232_MARKER: DB = BENCH MARK DISK
 LZ1232_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LZ1232_SP_SET: ROCK LEDGE
 LZ1232_STAMPING: F 18 1934
 LZ1232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1232
 LZ1232  HISTORY     - Date     Condition        Report By
 LZ1232  HISTORY     - 1934     MONUMENTED       CGS
 LZ1232  HISTORY     - 1961     MARK NOT FOUND   USGS
 LZ1232
 LZ1232                          STATION DESCRIPTION
 LZ1232
 LZ1232'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 LZ1232'1.8 MI W FROM FERNEY.
 LZ1232'11.4 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATE
 LZ1232'TEACHERS COLLEGE AT LOCK HAVEN, CLINTON COUNTY, ABOUT 1.8 MILES
 LZ1232'WEST OF THE STATION AT FERNEY, AT MILEAGE 210.6, ABOUT 633 FEET
 LZ1232'EAST OF SEMAPHORE 210.5, ABOUT 120 FEET EAST OF A POLE WITH A
 LZ1232'PHONE BOX, AT A HIGH ROCK CUT, ABOUT 100 FEET EAST OF THE WEST
 LZ1232'END OF THE ROCK CUT, 10 FEET NORTH OF THE CENTER LINE OF THE
 LZ1232'WEST-BOUND TRACK, 6 FEET WEST OF A POLE, IN THE TOP OF A ROCK
 LZ1232'LEDGE, AND ABOUT 1 FOOT HIGHER THAN THE TOP OF THE RAIL.  A
 LZ1232'STANDARD DISK, STAMPED F 18 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1621 ***********************************************************************
 KV1621  DESIGNATION -  F 180
 KV1621  PID         -  KV1621
 KV1621  STATE/COUNTY-  PA/NORTHAMPTON
 KV1621  USGS QUAD   -  BANGOR (1994)
 KV1621
 KV1621                         *CURRENT SURVEY CONTROL
 KV1621  ___________________________________________________________________
 KV1621* NAD 83(1986)-  40 49 04.     (N)    075 09 12.     (W)     SCALED    
 KV1621* NAVD 88     -       197.501  (meters)     647.97   (feet)  ADJUSTED  
 KV1621  ___________________________________________________________________
 KV1621  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 KV1621  DYNAMIC HT  -         197.409 (meters)     647.67  (feet)  COMP
 KV1621  MODELED GRAV-     980,156.4   (mgal)                       NAVD 88
 KV1621
 KV1621  VERT ORDER  -  SECOND    CLASS 0
 KV1621
 KV1621.The horizontal coordinates were scaled from a topographic map and have
 KV1621.an estimated accuracy of +/- 6 seconds.
 KV1621
 KV1621.The orthometric height was determined by differential leveling
 KV1621.and adjusted by the National Geodetic Survey in June 1991..
 KV1621
 KV1621.The geoid height was determined by GEOID03.
 KV1621
 KV1621.The dynamic height is computed by dividing the NAVD 88
 KV1621.geopotential number by the normal gravity value computed on the
 KV1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1621.degrees latitude (g = 980.6199 gals.).
 KV1621
 KV1621.The modeled gravity was interpolated from observed gravity values.
 KV1621
 KV1621;                    North         East    Units  Estimated Accuracy
 KV1621;SPC PA S     -   168,050.      819,040.      MT  (+/- 180 meters Scaled)
 KV1621
 KV1621                          SUPERSEDED SURVEY CONTROL
 KV1621
 KV1621  NGVD 29 (??/??/??)  197.698  (m)          648.61   (f) ADJUSTED    2 0
 KV1621
 KV1621.Superseded values are not recommended for survey control.
 KV1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1621.See file dsdata.txt to determine how the superseded data were derived.
 KV1621
 KV1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL870185(NAD 83)
 KV1621_MARKER: DB = BENCH MARK DISK
 KV1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1621_STAMPING: F 180 1942
 KV1621_MARK LOGO: CGS   
 KV1621_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1621+STABILITY: SURFACE MOTION
 KV1621_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1621+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 KV1621
 KV1621  HISTORY     - Date     Condition        Report By
 KV1621  HISTORY     - 1942     MONUMENTED       CGS
 KV1621  HISTORY     - 19940616 MARK NOT FOUND   USPSQD
 KV1621  HISTORY     - 19950119 GOOD             NJGS
 KV1621
 KV1621                          STATION DESCRIPTION
 KV1621
 KV1621'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1621'2.1 MI SW FROM RICHMOND.
 KV1621'2.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 611 FROM A GRAVEL-ROAD
 KV1621'INTERSECTION AT RICHMOND, NORTHAMPTON COUNTY, 44 FEET NORTHWEST
 KV1621'OF THE CENTER OF A ROAD JUNCTION, 46.7 FEET NORTHWEST OF A CONCRETE
 KV1621'CULVERT, 33.7 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 17.1
 KV1621'FEET NORTHWEST OF A POWER-TRANSMISSION LINE POLE, AND ABOUT LEVEL
 KV1621'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED F 180 1942 AND SET
 KV1621'IN THE TOP OF A CONCRETE POST.
 KV1621
 KV1621                          STATION RECOVERY (1994)
 KV1621
 KV1621'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1621'MARK NOT FOUND.
 KV1621
 KV1621                          STATION RECOVERY (1995)
 KV1621
 KV1621'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1621'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2304 ***********************************************************************
 KV2304  DESIGNATION -  F 181
 KV2304  PID         -  KV2304
 KV2304  STATE/COUNTY-  PA/BERKS
 KV2304  USGS QUAD   -  EAST GREENVILLE (1992)
 KV2304
 KV2304                         *CURRENT SURVEY CONTROL
 KV2304  ___________________________________________________________________
 KV2304* NAD 83(1986)-  40 28 35.     (N)    075 36 20.     (W)     SCALED    
 KV2304* NAVD 88     -       267.069  (meters)     876.21   (feet)  ADJUSTED  
 KV2304  ___________________________________________________________________
 KV2304  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 KV2304  DYNAMIC HT  -         266.929 (meters)     875.75  (feet)  COMP
 KV2304  MODELED GRAV-     980,094.0   (mgal)                       NAVD 88
 KV2304
 KV2304  VERT ORDER  -  SECOND    CLASS 0
 KV2304
 KV2304.The horizontal coordinates were scaled from a topographic map and have
 KV2304.an estimated accuracy of +/- 6 seconds.
 KV2304
 KV2304.The orthometric height was determined by differential leveling
 KV2304.and adjusted by the National Geodetic Survey in June 1991..
 KV2304
 KV2304.The geoid height was determined by GEOID03.
 KV2304
 KV2304.The dynamic height is computed by dividing the NAVD 88
 KV2304.geopotential number by the normal gravity value computed on the
 KV2304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2304.degrees latitude (g = 980.6199 gals.).
 KV2304
 KV2304.The modeled gravity was interpolated from observed gravity values.
 KV2304
 KV2304;                    North         East    Units  Estimated Accuracy
 KV2304;SPC PA S     -   129,130.      781,820.      MT  (+/- 180 meters Scaled)
 KV2304
 KV2304                          SUPERSEDED SURVEY CONTROL
 KV2304
 KV2304  NGVD 29 (??/??/??)  267.289  (m)          876.93   (f) ADJUSTED    2 0
 KV2304
 KV2304.Superseded values are not recommended for survey control.
 KV2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2304.See file dsdata.txt to determine how the superseded data were derived.
 KV2304
 KV2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK486808(NAD 83)
 KV2304_MARKER: DB = BENCH MARK DISK
 KV2304_SETTING: 66 = SET IN ROCK OUTCROP
 KV2304_SP_SET: ROCK OUTCROP
 KV2304_STAMPING: F 181 1942
 KV2304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV2304+STABILITY: POSITION/ELEVATION WELL
 KV2304_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2304+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2003
 KV2304
 KV2304  HISTORY     - Date     Condition        Report By
 KV2304  HISTORY     - 1942     MONUMENTED       CGS
 KV2304  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV2304  HISTORY     - 20011231 GOOD             USPSQD
 KV2304  HISTORY     - 20031223 GOOD             USPSQD
 KV2304
 KV2304                          STATION DESCRIPTION
 KV2304
 KV2304'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2304'3.2 MI SSW FROM ALBURTIS.
 KV2304'ABOUT 3.2 MILES SOUTHWEST ALONG A SECONDARY ROAD FROM THE
 KV2304'READING RAILROAD STATION AT ALBURTIS, ABOUT 300 FEET NORTHWEST
 KV2304'OF A 2-STORY BRICK HOUSE, 71 FEET SOUTH OF THE CENTER LINE OF
 KV2304'THE ROAD, 32 FEET SOUTHEAST OF A 12-INCH OAK TREE WITH A
 KV2304'TRIANGLE BLAZE, 11 FEET NORTH OF A 16-INCH OAK TREE WITH A
 KV2304'TRIANGLE BLAZE, SET IN A LARGE ROCK OUTCROP.
 KV2304
 KV2304                          STATION RECOVERY (1990)
 KV2304
 KV2304'RECOVERY NOTE BY US POWER SQUADRON 1990 (JDC)
 KV2304'MARK NOT FOUND.
 KV2304
 KV2304                          STATION RECOVERY (2001)
 KV2304
 KV2304'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV2304'FROM ST. PETERS RD IN SEISHOLTZVILLE, TRAVEL .35 MI NW ALONG STATE ST
 KV2304'TO WALKER RD, THEN NE .3 MI TO HOUSE NO. 233 ON THE RIGHT, A ONE STORY
 KV2304'BLDG WITH NATURAL WOOD SIDING.  MARK IS 7.5 FT SE OF THE SE CORNER OF
 KV2304'A CARPORT CEMENT WALL WITH RAINSPOUT ATTACHED AND AMIDST TWO 8 FT
 KV2304'EVERGREEN TREES.
 KV2304
 KV2304                          STATION RECOVERY (2003)
 KV2304
 KV2304'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEQ)
 KV2304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1774 ***********************************************************************
 KV1774  DESIGNATION -  F 182 PADH
 KV1774  PID         -  KV1774
 KV1774  STATE/COUNTY-  PA/LEHIGH
 KV1774  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV1774
 KV1774                         *CURRENT SURVEY CONTROL
 KV1774  ___________________________________________________________________
 KV1774* NAD 83(1986)-  40 30 52.     (N)    075 24 33.     (W)     SCALED    
 KV1774* NAVD 88     -       156.226  (meters)     512.55   (feet)  ADJUSTED  
 KV1774  ___________________________________________________________________
 KV1774  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 KV1774  DYNAMIC HT  -         156.147 (meters)     512.29  (feet)  COMP
 KV1774  MODELED GRAV-     980,112.5   (mgal)                       NAVD 88
 KV1774
 KV1774  VERT ORDER  -  SECOND    CLASS 0
 KV1774
 KV1774.The horizontal coordinates were scaled from a topographic map and have
 KV1774.an estimated accuracy of +/- 6 seconds.
 KV1774
 KV1774.The orthometric height was determined by differential leveling
 KV1774.and adjusted by the National Geodetic Survey in June 1991..
 KV1774
 KV1774.The geoid height was determined by GEOID03.
 KV1774
 KV1774.The dynamic height is computed by dividing the NAVD 88
 KV1774.geopotential number by the normal gravity value computed on the
 KV1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1774.degrees latitude (g = 980.6199 gals.).
 KV1774
 KV1774.The modeled gravity was interpolated from observed gravity values.
 KV1774
 KV1774;                    North         East    Units  Estimated Accuracy
 KV1774;SPC PA S     -   133,770.      798,350.      MT  (+/- 180 meters Scaled)
 KV1774
 KV1774                          SUPERSEDED SURVEY CONTROL
 KV1774
 KV1774  NGVD 29 (??/??/??)  156.459  (m)          513.32   (f) ADJUSTED    2 0
 KV1774
 KV1774.Superseded values are not recommended for survey control.
 KV1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1774.See file dsdata.txt to determine how the superseded data were derived.
 KV1774
 KV1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK653849(NAD 83)
 KV1774_MARKER: DD = SURVEY DISK
 KV1774_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1774_SP_SET: BRIDGE
 KV1774_STAMPING: F 182 1942
 KV1774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1774
 KV1774  HISTORY     - Date     Condition        Report By
 KV1774  HISTORY     - 1942     MONUMENTED       PADH
 KV1774  HISTORY     - 1942     GOOD             CGS
 KV1774  HISTORY     - 1984     GOOD             USPSQD
 KV1774  HISTORY     - 19991231 GOOD             USPSQD
 KV1774  HISTORY     - 20030122 GOOD             PADT
 KV1774  HISTORY     - 20030317 GOOD             PADT
 KV1774
 KV1774                          STATION DESCRIPTION
 KV1774
 KV1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1774'1.7 MI NW FROM COOPERSBURG.
 KV1774'0.5 MILE NORTH ALONG HIGHWAY NO. 312 FROM THE TOWN HALL AT
 KV1774'COOPERSBURG, THENCE ABOUT 1.2 MILES ALONG A SURFACED ROAD,
 KV1774'13.5 FEET WEST OF THE CENTER LINE OF THE ROAD, A PENNA. STATE
 KV1774'HIGHWAY DEPT. DISK SET IN THE TOP OF THE NORTHWEST WING WALL
 KV1774'OF A CONCRETE BRIDGE.
 KV1774
 KV1774                          STATION RECOVERY (1984)
 KV1774
 KV1774'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV1774'RECOVERED IN GOOD CONDITION.
 KV1774
 KV1774                          STATION RECOVERY (1999)
 KV1774
 KV1774'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV1774'RECOVERED IN GOOD CONDITION.
 KV1774
 KV1774                          STATION RECOVERY (2003)
 KV1774
 KV1774'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 KV1774'RECOVERED IN GOOD CONDITION.
 KV1774
 KV1774                          STATION RECOVERY (2003)
 KV1774
 KV1774'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 KV1774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2103 ***********************************************************************
 KV2103  DESIGNATION -  F 183
 KV2103  PID         -  KV2103
 KV2103  STATE/COUNTY-  PA/MONTGOMERY
 KV2103  USGS QUAD   -  PERKIOMENVILLE (1992)
 KV2103
 KV2103                         *CURRENT SURVEY CONTROL
 KV2103  ___________________________________________________________________
 KV2103* NAD 83(1986)-  40 20 58.     (N)    075 22 57.     (W)     SCALED    
 KV2103* NAVD 88     -       172.066  (meters)     564.52   (feet)  ADJUSTED  
 KV2103  ___________________________________________________________________
 KV2103  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 KV2103  DYNAMIC HT  -         171.978 (meters)     564.23  (feet)  COMP
 KV2103  MODELED GRAV-     980,108.2   (mgal)                       NAVD 88
 KV2103
 KV2103  VERT ORDER  -  SECOND    CLASS 0
 KV2103
 KV2103.The horizontal coordinates were scaled from a topographic map and have
 KV2103.an estimated accuracy of +/- 6 seconds.
 KV2103
 KV2103.The orthometric height was determined by differential leveling
 KV2103.and adjusted by the National Geodetic Survey in June 1991..
 KV2103
 KV2103.The geoid height was determined by GEOID03.
 KV2103
 KV2103.The dynamic height is computed by dividing the NAVD 88
 KV2103.geopotential number by the normal gravity value computed on the
 KV2103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2103.degrees latitude (g = 980.6199 gals.).
 KV2103
 KV2103.The modeled gravity was interpolated from observed gravity values.
 KV2103
 KV2103;                    North         East    Units  Estimated Accuracy
 KV2103;SPC PA S     -   115,520.      801,100.      MT  (+/- 180 meters Scaled)
 KV2103
 KV2103                          SUPERSEDED SURVEY CONTROL
 KV2103
 KV2103  NGVD 29 (??/??/??)  172.354  (m)          565.46   (f) ADJUSTED    2 0
 KV2103
 KV2103.Superseded values are not recommended for survey control.
 KV2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2103.See file dsdata.txt to determine how the superseded data were derived.
 KV2103
 KV2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK675666(NAD 83)
 KV2103_MARKER: DB = BENCH MARK DISK
 KV2103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2103_SP_SET: WALL
 KV2103_STAMPING: F-183 1942
 KV2103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2103+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2005
 KV2103
 KV2103  HISTORY     - Date     Condition        Report By
 KV2103  HISTORY     - 1942     MONUMENTED       CGS
 KV2103  HISTORY     - 20050327 GOOD             USPSQD
 KV2103
 KV2103                          STATION DESCRIPTION
 KV2103
 KV2103'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2103'AT TYLERS PORT.
 KV2103'AT TYLERS PORT, 38.5 FEET SOUTH OF THE CENTER LINE OF HIGHWAY NO.
 KV2103'563, A STANDARD DISK SET VERTICALLY IN THE NORTH WALL OF THE FIRE
 KV2103'STATION, 13.5 FEET WEST OF THE NORTHEAST CORNER, 3.8 FEET ABOVE
 KV2103'THE GROUND.
 KV2103
 KV2103                          STATION RECOVERY (2005)
 KV2103
 KV2103'RECOVERY NOTE BY US POWER SQUADRON 2005 (DHS)
 KV2103'THE ORIGINAL TYLERSPORT FIRE STATION IS NOW OCCUPIED BY THE VICTORY
 KV2103'FELLOWSHIP CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2113 ***********************************************************************
 KV2113  DESIGNATION -  F 184 PADH
 KV2113  PID         -  KV2113
 KV2113  STATE/COUNTY-  PA/MONTGOMERY
 KV2113  USGS QUAD   -  COLLEGEVILLE (1992)
 KV2113
 KV2113                         *CURRENT SURVEY CONTROL
 KV2113  ___________________________________________________________________
 KV2113* NAD 83(1986)-  40 13 14.     (N)    075 23 04.     (W)     SCALED    
 KV2113* NAVD 88     -        49.510  (meters)     162.43   (feet)  ADJUSTED  
 KV2113  ___________________________________________________________________
 KV2113  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 KV2113  DYNAMIC HT  -          49.485 (meters)     162.35  (feet)  COMP
 KV2113  MODELED GRAV-     980,127.4   (mgal)                       NAVD 88
 KV2113
 KV2113  VERT ORDER  -  SECOND    CLASS 0
 KV2113
 KV2113.The horizontal coordinates were scaled from a topographic map and have
 KV2113.an estimated accuracy of +/- 6 seconds.
 KV2113
 KV2113.The orthometric height was determined by differential leveling
 KV2113.and adjusted by the National Geodetic Survey in June 1991..
 KV2113
 KV2113.The geoid height was determined by GEOID03.
 KV2113
 KV2113.The dynamic height is computed by dividing the NAVD 88
 KV2113.geopotential number by the normal gravity value computed on the
 KV2113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2113.degrees latitude (g = 980.6199 gals.).
 KV2113
 KV2113.The modeled gravity was interpolated from observed gravity values.
 KV2113
 KV2113;                    North         East    Units  Estimated Accuracy
 KV2113;SPC PA S     -   101,210.      801,320.      MT  (+/- 180 meters Scaled)
 KV2113
 KV2113                          SUPERSEDED SURVEY CONTROL
 KV2113
 KV2113  NGVD 29 (??/??/??)   49.805  (m)          163.40   (f) ADJUSTED    2 0
 KV2113
 KV2113.Superseded values are not recommended for survey control.
 KV2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2113.See file dsdata.txt to determine how the superseded data were derived.
 KV2113
 KV2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK672523(NAD 83)
 KV2113_MARKER: DD = SURVEY DISK
 KV2113_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2113_SP_SET: BRIDGE WALL
 KV2113_STAMPING: F 184 1942
 KV2113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2113
 KV2113  HISTORY     - Date     Condition        Report By
 KV2113  HISTORY     - 1942     MONUMENTED       PADH
 KV2113  HISTORY     - 1942     GOOD             CGS
 KV2113  HISTORY     - 19880519 GOOD             USPSQD
 KV2113  HISTORY     - 20000501 GOOD             PADT
 KV2113
 KV2113                          STATION DESCRIPTION
 KV2113
 KV2113'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2113'0.7 MI SE FROM SKIPPACK.
 KV2113'0.7 MILE SOUTHEAST ALONG HIGHWAY NO. 73 FROM THE POST OFFICE AT
 KV2113'SKIPPACK, 91 FEET WEST OF THE SKIPPACK CITY LIMIT SIGN, 24.5 FEET
 KV2113'NORTH OF THE CENTER LINE OF THE HIGHWAY, A PENNA. HIGHWAY DEPT.
 KV2113'DISK SET IN THE TOP OF THE NORTHEAST WING WALL OF A CONCRETE
 KV2113'BRIDGE.
 KV2113
 KV2113                          STATION RECOVERY (1988)
 KV2113
 KV2113'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDC)
 KV2113'RECOVERED IN GOOD CONDITION.
 KV2113
 KV2113                          STATION RECOVERY (2000)
 KV2113
 KV2113'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 KV2113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2062 ***********************************************************************
 KV2062  DESIGNATION -  F 186
 KV2062  PID         -  KV2062
 KV2062  STATE/COUNTY-  PA/BUCKS
 KV2062  USGS QUAD   -  BEDMINSTER (1992)
 KV2062
 KV2062                         *CURRENT SURVEY CONTROL
 KV2062  ___________________________________________________________________
 KV2062* NAD 83(1986)-  40 24 50.     (N)    075 08 53.     (W)     SCALED    
 KV2062* NAVD 88     -       142.375  (meters)     467.11   (feet)  ADJUSTED  
 KV2062  ___________________________________________________________________
 KV2062  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 KV2062  DYNAMIC HT  -         142.303 (meters)     466.87  (feet)  COMP
 KV2062  MODELED GRAV-     980,117.5   (mgal)                       NAVD 88
 KV2062
 KV2062  VERT ORDER  -  SECOND    CLASS 0
 KV2062
 KV2062.The horizontal coordinates were scaled from a topographic map and have
 KV2062.an estimated accuracy of +/- 6 seconds.
 KV2062
 KV2062.The orthometric height was determined by differential leveling
 KV2062.and adjusted by the National Geodetic Survey in June 1991..
 KV2062
 KV2062.The geoid height was determined by GEOID03.
 KV2062
 KV2062.The dynamic height is computed by dividing the NAVD 88
 KV2062.geopotential number by the normal gravity value computed on the
 KV2062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2062.degrees latitude (g = 980.6199 gals.).
 KV2062
 KV2062.The modeled gravity was interpolated from observed gravity values.
 KV2062
 KV2062;                    North         East    Units  Estimated Accuracy
 KV2062;SPC PA S     -   123,230.      820,800.      MT  (+/- 180 meters Scaled)
 KV2062
 KV2062                          SUPERSEDED SURVEY CONTROL
 KV2062
 KV2062  NGVD 29 (??/??/??)  142.632  (m)          467.95   (f) ADJUSTED    2 0
 KV2062
 KV2062.Superseded values are not recommended for survey control.
 KV2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2062.See file dsdata.txt to determine how the superseded data were derived.
 KV2062
 KV2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK874737(NAD 83)
 KV2062_MARKER: DB = BENCH MARK DISK
 KV2062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2062_STAMPING: F 186 1942
 KV2062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2062+STABILITY: SURFACE MOTION
 KV2062
 KV2062  HISTORY     - Date     Condition        Report By
 KV2062  HISTORY     - 1942     MONUMENTED       CGS
 KV2062  HISTORY     - 19950901 GOOD             USPSQD
 KV2062
 KV2062                          STATION DESCRIPTION
 KV2062
 KV2062'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2062'1 MI SW FROM PIPERSVILLE.
 KV2062'1.0 MILE SOUTHWEST ALONG U.S. HIGHWAY NO. 611 FROM THE POST
 KV2062'OFFICE AT PIPERSVILLE, 0.1 MILE NORTHEAST OF A LARGE RED BARN,
 KV2062'IN THE EAST CORNER OF A PASTURE, 48 FEET NORTHWEST OF THE
 KV2062'CENTER LINE OF THE HIGHWAY, 36 FEET SOUTHWEST OF THE FENCE
 KV2062'CORNER, 12 FEET SOUTHWEST OF A 24-INCH OAK TREE, 1.5 FEET
 KV2062'NORTHWEST OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT SOUTHEAST OF A
 KV2062'STANDARD REFERENCE POST.  A STANDARD DISK, SET IN THE TOP OF A
 KV2062'CONCRETE POST.
 KV2062
 KV2062                          STATION RECOVERY (1995)
 KV2062
 KV2062'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV2062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2074 ***********************************************************************
 KV2074  DESIGNATION -  F 187
 KV2074  PID         -  KV2074
 KV2074  STATE/COUNTY-  PA/BUCKS
 KV2074  USGS QUAD   -  BEDMINSTER (1992)
 KV2074
 KV2074                         *CURRENT SURVEY CONTROL
 KV2074  ___________________________________________________________________
 KV2074* NAD 83(1986)-  40 27 12.     (N)    075 14 40.     (W)     SCALED    
 KV2074* NAVD 88     -       131.541  (meters)     431.56   (feet)  ADJUSTED  
 KV2074  ___________________________________________________________________
 KV2074  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 KV2074  DYNAMIC HT  -         131.474 (meters)     431.34  (feet)  COMP
 KV2074  MODELED GRAV-     980,119.6   (mgal)                       NAVD 88
 KV2074
 KV2074  VERT ORDER  -  SECOND    CLASS 0
 KV2074
 KV2074.The horizontal coordinates were scaled from a topographic map and have
 KV2074.an estimated accuracy of +/- 6 seconds.
 KV2074
 KV2074.The orthometric height was determined by differential leveling
 KV2074.and adjusted by the National Geodetic Survey in June 1991..
 KV2074
 KV2074.The geoid height was determined by GEOID03.
 KV2074
 KV2074.The dynamic height is computed by dividing the NAVD 88
 KV2074.geopotential number by the normal gravity value computed on the
 KV2074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2074.degrees latitude (g = 980.6199 gals.).
 KV2074
 KV2074.The modeled gravity was interpolated from observed gravity values.
 KV2074
 KV2074;                    North         East    Units  Estimated Accuracy
 KV2074;SPC PA S     -   127,370.      812,500.      MT  (+/- 180 meters Scaled)
 KV2074
 KV2074                          SUPERSEDED SURVEY CONTROL
 KV2074
 KV2074  NGVD 29 (??/??/??)  131.817  (m)          432.47   (f) ADJUSTED    2 0
 KV2074
 KV2074.Superseded values are not recommended for survey control.
 KV2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2074.See file dsdata.txt to determine how the superseded data were derived.
 KV2074
 KV2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK792781(NAD 83)
 KV2074_MARKER: DB = BENCH MARK DISK
 KV2074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2074_STAMPING: F 187 1942
 KV2074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2074+STABILITY: SURFACE MOTION
 KV2074
 KV2074  HISTORY     - Date     Condition        Report By
 KV2074  HISTORY     - 1942     MONUMENTED       CGS
 KV2074  HISTORY     - 1973     GOOD             NGS
 KV2074  HISTORY     - 19950629 MARK NOT FOUND   USPSQD
 KV2074
 KV2074                          STATION DESCRIPTION
 KV2074
 KV2074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 KV2074'2 MI NW FROM KELLERS CHURCH.
 KV2074'THE MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  A COMPLETE
 KV2074'NEW DESCRIPTION FOLLOWS.  THE MARK IS LOCATED ABOUT 5 MILES
 KV2074'EAST OF QUAKER TOWN AND JUST NORTH OF A NEWLY CONSTRUCTED
 KV2074'DAM.  TO REACH THE INTERSECTION OF STATE HIGHWAYS 313 AND 563
 KV2074'WHICH IS ABOUT 4 MILES SOUTH OF QUAKER TOWN.  GO EAST ON STATE
 KV2074'HIGHWAY 563 FROM 2.6 MILES TO A DIM SIDE ROAD RIGHT.  BEAR RIGHT
 KV2074'AND CONTINUE EAST ON THE DIM ROAD FOR 0.4 MILE TO A SHARP
 KV2074'TURN IN THE ROAD TO THE RIGHT AND THE MARK ON THE LEFT.  THIS
 KV2074'IS ABOUT 1/2 MILE BEFORE REACHING THE DAM.  THE MARK IS SET IN
 KV2074'THE TOP OF A 6-INCH SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 KV2074'IT IS 31 FEET NORTHEAST OF THE CENTER OF THE ROAD WHERE IT
 KV2074'CURVES SOUTH, 3 FEET SOUTHWEST OF A TELEPHONE POLE AND 3 FEET
 KV2074'NORTHWEST OF A WITNESS POST.  NOTE-- BENCH MARK WILL BE UNDER
 KV2074'WATER BY NOV 1973.
 KV2074
 KV2074                          STATION RECOVERY (1995)
 KV2074
 KV2074'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV2074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2149 ***********************************************************************
 KV2149  DESIGNATION -  F 188
 KV2149  PID         -  KV2149
 KV2149  STATE/COUNTY-  PA/MONTGOMERY
 KV2149  USGS QUAD   -  AMBLER (1983)
 KV2149
 KV2149                         *CURRENT SURVEY CONTROL
 KV2149  ___________________________________________________________________
 KV2149* NAD 83(1986)-  40 11 01.     (N)    075 07 56.     (W)     SCALED    
 KV2149* NAVD 88     -        83.361  (meters)     273.49   (feet)  ADJUSTED  
 KV2149  ___________________________________________________________________
 KV2149  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KV2149  DYNAMIC HT  -          83.321 (meters)     273.36  (feet)  COMP
 KV2149  MODELED GRAV-     980,146.9   (mgal)                       NAVD 88
 KV2149
 KV2149  VERT ORDER  -  SECOND    CLASS 0
 KV2149
 KV2149.The horizontal coordinates were scaled from a topographic map and have
 KV2149.an estimated accuracy of +/- 6 seconds.
 KV2149
 KV2149.The orthometric height was determined by differential leveling
 KV2149.and adjusted by the National Geodetic Survey in June 1991..
 KV2149
 KV2149.The geoid height was determined by GEOID03.
 KV2149
 KV2149.The dynamic height is computed by dividing the NAVD 88
 KV2149.geopotential number by the normal gravity value computed on the
 KV2149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2149.degrees latitude (g = 980.6199 gals.).
 KV2149
 KV2149.The modeled gravity was interpolated from observed gravity values.
 KV2149
 KV2149;                    North         East    Units  Estimated Accuracy
 KV2149;SPC PA S     -    97,710.      822,900.      MT  (+/- 180 meters Scaled)
 KV2149
 KV2149                          SUPERSEDED SURVEY CONTROL
 KV2149
 KV2149  NGVD 29 (??/??/??)   83.645  (m)          274.43   (f) ADJUSTED    2 0
 KV2149
 KV2149.Superseded values are not recommended for survey control.
 KV2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2149.See file dsdata.txt to determine how the superseded data were derived.
 KV2149
 KV2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK887481(NAD 83)
 KV2149_MARKER: DB = BENCH MARK DISK
 KV2149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2149_STAMPING: F 188 1942
 KV2149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2149+STABILITY: SURFACE MOTION
 KV2149_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2149+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2005
 KV2149
 KV2149  HISTORY     - Date     Condition        Report By
 KV2149  HISTORY     - 1942     MONUMENTED       CGS
 KV2149  HISTORY     - 1980     GOOD             LOCSUR
 KV2149  HISTORY     - 20000501 GOOD             PADT
 KV2149  HISTORY     - 20021213 GOOD             PADT
 KV2149  HISTORY     - 20051207 GOOD             GILMOR
 KV2149
 KV2149                          STATION DESCRIPTION
 KV2149
 KV2149'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2149'AT HORSHAM.
 KV2149'AT HORSHAM, AT HORSHAM FRIENDS MEETING HOUSE, IN THE NORTHEAST
 KV2149'CORNER OF THE CEMETERY, 31 FEET WEST OF THE CENTER LINE OF
 KV2149'U.S. HIGHWAY NO. 611, 2.5 FEET SOUTH OF THE IRON FENCE, AND 1.7
 KV2149'WEST OF THE CONCRETE WALL.  A STANDARD DISK, SET IN THE TOP OF A
 KV2149'CONCRETE POST, AND LEVEL WITH THE SURFACE OF THE GROUND.
 KV2149
 KV2149                          STATION RECOVERY (1980)
 KV2149
 KV2149'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 KV2149'RECOVERED IN GOOD CONDITION.
 KV2149
 KV2149                          STATION RECOVERY (2000)
 KV2149
 KV2149'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 KV2149'RECOVERED IN GOOD CONDITION.
 KV2149
 KV2149                          STATION RECOVERY (2002)
 KV2149
 KV2149'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (BH)
 KV2149'RECOVERED IN GOOD CONDITION.
 KV2149
 KV2149                          STATION RECOVERY (2005)
 KV2149
 KV2149'RECOVERY NOTE BY GILMORE AND ASSOCIATES, INCORPORATED 2005 (SJK)
 KV2149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1039 ***********************************************************************
 KV1039  DESIGNATION -  F 189
 KV1039  PID         -  KV1039
 KV1039  STATE/COUNTY-  PA/BUCKS
 KV1039  USGS QUAD   -  LANGHORNE (1993)
 KV1039
 KV1039                         *CURRENT SURVEY CONTROL
 KV1039  ___________________________________________________________________
 KV1039* NAD 83(1986)-  40 14 45.     (N)    074 57 07.     (W)     SCALED    
 KV1039* NAVD 88     -        82.996  (meters)     272.30   (feet)  ADJUSTED  
 KV1039  ___________________________________________________________________
 KV1039  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 KV1039  DYNAMIC HT  -          82.956 (meters)     272.16  (feet)  COMP
 KV1039  MODELED GRAV-     980,144.9   (mgal)                       NAVD 88
 KV1039
 KV1039  VERT ORDER  -  SECOND    CLASS 0
 KV1039
 KV1039.The horizontal coordinates were scaled from a topographic map and have
 KV1039.an estimated accuracy of +/- 6 seconds.
 KV1039
 KV1039.The orthometric height was determined by differential leveling
 KV1039.and adjusted by the National Geodetic Survey in June 1991..
 KV1039
 KV1039.The geoid height was determined by GEOID03.
 KV1039
 KV1039.The dynamic height is computed by dividing the NAVD 88
 KV1039.geopotential number by the normal gravity value computed on the
 KV1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1039.degrees latitude (g = 980.6199 gals.).
 KV1039
 KV1039.The modeled gravity was interpolated from observed gravity values.
 KV1039
 KV1039;                    North         East    Units  Estimated Accuracy
 KV1039;SPC PA S     -   105,090.      838,030.      MT  (+/- 180 meters Scaled)
 KV1039
 KV1039                          SUPERSEDED SURVEY CONTROL
 KV1039
 KV1039  NGVD 29 (??/??/??)   83.295  (m)          273.28   (f) ADJUSTED    2 0
 KV1039
 KV1039.Superseded values are not recommended for survey control.
 KV1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1039.See file dsdata.txt to determine how the superseded data were derived.
 KV1039
 KV1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK040550(NAD 83)
 KV1039_MARKER: DB = BENCH MARK DISK
 KV1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1039_STAMPING: F 189 1942
 KV1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1039+STABILITY: SURFACE MOTION
 KV1039
 KV1039  HISTORY     - Date     Condition        Report By
 KV1039  HISTORY     - 1942     MONUMENTED       CGS
 KV1039  HISTORY     - 1956     GOOD             CGS
 KV1039  HISTORY     - 1975     GOOD             PADT
 KV1039
 KV1039                          STATION DESCRIPTION
 KV1039
 KV1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1039'1.8 MI NW FROM NEWTOWN.
 KV1039'1.8 MILES NORTHWEST ALONG COUNTY ROAD NO. 413 FROM THE FIRST
 KV1039'NATIONAL BANK AND TRUST COMPANY AT NEWTOWN, 0.1 MILE SOUTH OF A
 KV1039'LARGE TWO-STORY HOUSE PAINTED WHITE, ON THE NORTH BANK OF A SMALL
 KV1039'CREEK, 38.7 FEET WEST OF THE CENTER LINE OF THE ROAD, 28 FEET
 KV1039'NORTHWEST OF THE WEST END OF A 36-INCH PIPE CULVERT UNDER THE
 KV1039'ROAD, 16 FEET EAST OF A 48-INCH GUM TREE, 13 1/2 FEET WEST OF
 KV1039'A CORNER FENCE POST, 1.4 FEET SOUTH OF A WIRE FENCE, 2 FEET
 KV1039'BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 KV1039'POST PROJECTING 2 INCHES.
 KV1039
 KV1039                          STATION RECOVERY (1975)
 KV1039
 KV1039'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 KV1039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0167 ***********************************************************************
 MA0167  DESIGNATION -  F 19
 MA0167  PID         -  MA0167
 MA0167  STATE/COUNTY-  PA/CAMERON
 MA0167  USGS QUAD   -  SINNEMAHONING (1977)
 MA0167
 MA0167                         *CURRENT SURVEY CONTROL
 MA0167  ___________________________________________________________________
 MA0167* NAD 83(1986)-  41 19 04.     (N)    078 05 19.     (W)     SCALED    
 MA0167* NAVD 88     -       240.529  (meters)     789.14   (feet)  ADJUSTED  
 MA0167  ___________________________________________________________________
 MA0167  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 MA0167  DYNAMIC HT  -         240.424 (meters)     788.79  (feet)  COMP
 MA0167  MODELED GRAV-     980,183.0   (mgal)                       NAVD 88
 MA0167
 MA0167  VERT ORDER  -  SECOND    CLASS 0
 MA0167
 MA0167.The horizontal coordinates were scaled from a topographic map and have
 MA0167.an estimated accuracy of +/- 6 seconds.
 MA0167
 MA0167.The orthometric height was determined by differential leveling
 MA0167.and adjusted by the National Geodetic Survey in June 1991..
 MA0167
 MA0167.The geoid height was determined by GEOID03.
 MA0167
 MA0167.The dynamic height is computed by dividing the NAVD 88
 MA0167.geopotential number by the normal gravity value computed on the
 MA0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0167.degrees latitude (g = 980.6199 gals.).
 MA0167
 MA0167.The modeled gravity was interpolated from observed gravity values.
 MA0167
 MA0167;                    North         East    Units  Estimated Accuracy
 MA0167;SPC PA N     -   127,890.      571,650.      MT  (+/- 180 meters Scaled)
 MA0167
 MA0167                          SUPERSEDED SURVEY CONTROL
 MA0167
 MA0167  NGVD 29 (??/??/92)  240.704  (m)          789.71   (f) ADJ UNCH    2 0
 MA0167
 MA0167.Superseded values are not recommended for survey control.
 MA0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0167.See file dsdata.txt to determine how the superseded data were derived.
 MA0167
 MA0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF436781(NAD 83)
 MA0167_MARKER: DB = BENCH MARK DISK
 MA0167_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0167_SP_SET: ABUTMENT
 MA0167_STAMPING: F 19 1934
 MA0167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0167
 MA0167  HISTORY     - Date     Condition        Report By
 MA0167  HISTORY     - 1934     MONUMENTED       CGS
 MA0167
 MA0167                          STATION DESCRIPTION
 MA0167
 MA0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0167'3.4 MI E FROM DRIFTWOOD.
 MA0167'ABOUT 3.4 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0167'DRIFTWOOD, CAMERON COUNTY, AT SINNAMAHONING, ABOUT 600 FEET EAST
 MA0167'OF MILEPOST 171, AT BRIDGE 171.08, IN THE TOP OF THE NORTH END
 MA0167'OF THE EAST STONE ABUTMENT, 5 FEET NORTH OF THE CENTER LINE OF
 MA0167'THE WEST-BOUND TRACK, AND ABOUT 1 FOOT LOWER THAN THE TOP OF
 MA0167'THE RAIL.  A STANDARD DISK, STAMPED F 19 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2730 ***********************************************************************
 KV2730  DESIGNATION -  F 190
 KV2730  PID         -  KV2730
 KV2730  STATE/COUNTY-  PA/LEHIGH
 KV2730  USGS QUAD   -  NEW TRIPOLI (1994)
 KV2730
 KV2730                         *CURRENT SURVEY CONTROL
 KV2730  ___________________________________________________________________
 KV2730* NAD 83(1986)-  40 40 57.     (N)    075 45 42.     (W)     SCALED    
 KV2730* NAVD 88     -       165.718  (meters)     543.69   (feet)  ADJUSTED  
 KV2730  ___________________________________________________________________
 KV2730  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KV2730  DYNAMIC HT  -         165.636 (meters)     543.42  (feet)  COMP
 KV2730  MODELED GRAV-     980,125.8   (mgal)                       NAVD 88
 KV2730
 KV2730  VERT ORDER  -  SECOND    CLASS 0
 KV2730
 KV2730.The horizontal coordinates were scaled from a topographic map and have
 KV2730.an estimated accuracy of +/- 6 seconds.
 KV2730
 KV2730.The orthometric height was determined by differential leveling
 KV2730.and adjusted by the National Geodetic Survey in June 1991..
 KV2730
 KV2730.The geoid height was determined by GEOID03.
 KV2730
 KV2730.The dynamic height is computed by dividing the NAVD 88
 KV2730.geopotential number by the normal gravity value computed on the
 KV2730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2730.degrees latitude (g = 980.6199 gals.).
 KV2730
 KV2730.The modeled gravity was interpolated from observed gravity values.
 KV2730
 KV2730;                    North         East    Units  Estimated Accuracy
 KV2730;SPC PA S     -   151,700.      768,070.      MT  (+/- 180 meters Scaled)
 KV2730
 KV2730                          SUPERSEDED SURVEY CONTROL
 KV2730
 KV2730  NGVD 29 (??/??/??)  165.916  (m)          544.34   (f) ADJUSTED    2 0
 KV2730
 KV2730.Superseded values are not recommended for survey control.
 KV2730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2730.See file dsdata.txt to determine how the superseded data were derived.
 KV2730
 KV2730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL356037(NAD 83)
 KV2730_MARKER: DB = BENCH MARK DISK
 KV2730_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2730_SP_SET: ABUTMENT
 KV2730_STAMPING: F 190 1942
 KV2730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2730
 KV2730  HISTORY     - Date     Condition        Report By
 KV2730  HISTORY     - 1942     MONUMENTED       CGS
 KV2730  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV2730
 KV2730                          STATION DESCRIPTION
 KV2730
 KV2730'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2730'0.5 MI W FROM NEW TRIPOLI.
 KV2730'0.5 MILE WEST ALONG THE READING RAILROAD FROM THE STATION AT NEW
 KV2730'TRIPOLI, SET IN THE SOUTH CORNER OF THE EAST ABUTMENT OF BRIDGE
 KV2730'NO. 34-10 OR THE CONCRETE UNDER PASS OF STATE HIGHWAY NO. 143,
 KV2730'13.4 FEET EAST OF THE CENTER-LINE OF THE HIGHWAY, 8.3 FEET SOUTH OF
 KV2730'THE SOUTH RAIL OF THE TRACK, 1.1 FEET SOUTH OF THE SOUTHEAST
 KV2730'CORNER OF THE CONCRETE WALL, ABOUT LEVEL WITH THE TRACK.  A
 KV2730'STANDARD DISK.
 KV2730
 KV2730                          STATION RECOVERY (1990)
 KV2730
 KV2730'RECOVERY NOTE BY US POWER SQUADRON 1990 (JLD)
 KV2730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2676 ***********************************************************************
 KV2676  DESIGNATION -  F 191
 KV2676  PID         -  KV2676
 KV2676  STATE/COUNTY-  PA/BERKS
 KV2676  USGS QUAD   -  KUTZTOWN (1974)
 KV2676
 KV2676                         *CURRENT SURVEY CONTROL
 KV2676  ___________________________________________________________________
 KV2676* NAD 83(1986)-  40 32 16.     (N)    075 47 21.     (W)     SCALED    
 KV2676* NAVD 88     -       118.245  (meters)     387.94   (feet)  ADJUSTED  
 KV2676  ___________________________________________________________________
 KV2676  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 KV2676  DYNAMIC HT  -         118.185 (meters)     387.75  (feet)  COMP
 KV2676  MODELED GRAV-     980,117.0   (mgal)                       NAVD 88
 KV2676
 KV2676  VERT ORDER  -  SECOND    CLASS 0
 KV2676
 KV2676.The horizontal coordinates were scaled from a topographic map and have
 KV2676.an estimated accuracy of +/- 6 seconds.
 KV2676
 KV2676.The orthometric height was determined by differential leveling
 KV2676.and adjusted by the National Geodetic Survey in June 1991..
 KV2676
 KV2676.The geoid height was determined by GEOID03.
 KV2676
 KV2676.The dynamic height is computed by dividing the NAVD 88
 KV2676.geopotential number by the normal gravity value computed on the
 KV2676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2676.degrees latitude (g = 980.6199 gals.).
 KV2676
 KV2676.The modeled gravity was interpolated from observed gravity values.
 KV2676
 KV2676;                    North         East    Units  Estimated Accuracy
 KV2676;SPC PA S     -   135,580.      766,100.      MT  (+/- 180 meters Scaled)
 KV2676
 KV2676                          SUPERSEDED SURVEY CONTROL
 KV2676
 KV2676  NGVD 29 (??/??/??)  118.457  (m)          388.64   (f) ADJUSTED    2 0
 KV2676
 KV2676.Superseded values are not recommended for survey control.
 KV2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2676.See file dsdata.txt to determine how the superseded data were derived.
 KV2676
 KV2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK331877(NAD 83)
 KV2676_MARKER: DB = BENCH MARK DISK
 KV2676_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2676_SP_SET: WALL OF DAM
 KV2676_STAMPING: F-191 1942
 KV2676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2676
 KV2676  HISTORY     - Date     Condition        Report By
 KV2676  HISTORY     - 1942     MONUMENTED       CGS
 KV2676  HISTORY     - 19991114 MARK NOT FOUND   USPSQD
 KV2676
 KV2676                          STATION DESCRIPTION
 KV2676
 KV2676'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2676'1.6 MI N FROM KUTZTOWN.
 KV2676'1.6 MILES NORTH ALONG THE COUNTY ROAD FROM THE POST OFFICE AT
 KV2676'KUTZTOWN, SET IN THE RETAINING WALL AT THE DAM IN THE CREEK THAT
 KV2676'PARALLELS THE ROAD, ON THE EAST SIDE OF THE CREEK FROM A LARGE
 KV2676'RED BARN AND A 2-STORY STONE FARM HOUSE, IN LINE WITH THE OVERFLOW
 KV2676'WALL, 28 FEET WEST OF THE CENTER-LINE OF THE ROAD, 10.4 FEET
 KV2676'SOUTH OF THE NORTH END OF THE WALL.  A STANDARD DISK.
 KV2676
 KV2676                          STATION RECOVERY (1999)
 KV2676
 KV2676'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV2676'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2748 ***********************************************************************
 KV2748  DESIGNATION -  F 192
 KV2748  PID         -  KV2748
 KV2748  STATE/COUNTY-  PA/SCHUYLKILL
 KV2748  USGS QUAD   -  NEW TRIPOLI (1994)
 KV2748
 KV2748                         *CURRENT SURVEY CONTROL
 KV2748  ___________________________________________________________________
 KV2748* NAD 83(1986)-  40 43 05.     (N)    075 50 49.     (W)     SCALED    
 KV2748* NAVD 88     -       206.035  (meters)     675.97   (feet)  ADJUSTED  
 KV2748  ___________________________________________________________________
 KV2748  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KV2748  DYNAMIC HT  -         205.932 (meters)     675.63  (feet)  COMP
 KV2748  MODELED GRAV-     980,122.6   (mgal)                       NAVD 88
 KV2748
 KV2748  VERT ORDER  -  SECOND    CLASS 0
 KV2748
 KV2748.The horizontal coordinates were scaled from a topographic map and have
 KV2748.an estimated accuracy of +/- 6 seconds.
 KV2748
 KV2748.The orthometric height was determined by differential leveling
 KV2748.and adjusted by the National Geodetic Survey in June 1991..
 KV2748
 KV2748.The geoid height was determined by GEOID03.
 KV2748
 KV2748.The dynamic height is computed by dividing the NAVD 88
 KV2748.geopotential number by the normal gravity value computed on the
 KV2748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2748.degrees latitude (g = 980.6199 gals.).
 KV2748
 KV2748.The modeled gravity was interpolated from observed gravity values.
 KV2748
 KV2748;                    North         East    Units  Estimated Accuracy
 KV2748;SPC PA S     -   155,490.      760,780.      MT  (+/- 180 meters Scaled)
 KV2748
 KV2748                          SUPERSEDED SURVEY CONTROL
 KV2748
 KV2748  NGVD 29 (??/??/??)  206.232  (m)          676.61   (f) ADJUSTED    2 0
 KV2748
 KV2748.Superseded values are not recommended for survey control.
 KV2748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2748.See file dsdata.txt to determine how the superseded data were derived.
 KV2748
 KV2748_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL284078(NAD 83)
 KV2748_MARKER: DB = BENCH MARK DISK
 KV2748_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2748_SP_SET: BRIDGE
 KV2748_STAMPING: F 192 1942
 KV2748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2748
 KV2748  HISTORY     - Date     Condition        Report By
 KV2748  HISTORY     - 1942     MONUMENTED       CGS
 KV2748  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV2748
 KV2748                          STATION DESCRIPTION
 KV2748
 KV2748'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2748'0.2 MI NE FROM SNYDERS.
 KV2748'0.2 MILE NORTHEAST OF THE INTERSECTION OF THE LEHIGH VALLEY
 KV2748'RAILROAD AND U.S. HIGHWAY NO. 29 AT SNYDERS, 25 RAILS NORTHEAST
 KV2748'OF THE CROSSING, 6 RAILS SOUTHWEST OF A PUBLIC ROAD CROSSING,
 KV2748'SET IN THE WEST CORNER OF THE SOUTH WALL OF A LARGE STONE ARCH
 KV2748'BRIDGE, 19.7 FEET SOUTH OF THE SOUTH RAIL OF THE TRACKS,
 KV2748'3.6 FEET EAST OF THE WEST END OF WALL.  A STANDARD DISK.
 KV2748
 KV2748                          STATION RECOVERY (1990)
 KV2748
 KV2748'RECOVERY NOTE BY US POWER SQUADRON 1990 (MWD)
 KV2748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1947 ***********************************************************************
 JV1947  DESIGNATION -  F 193 PADH
 JV1947  PID         -  JV1947
 JV1947  STATE/COUNTY-  PA/ADAMS
 JV1947  USGS QUAD   -  BLUE RIDGE SUMMIT (1985)
 JV1947
 JV1947                         *CURRENT SURVEY CONTROL
 JV1947  ___________________________________________________________________
 JV1947* NAD 83(1986)-  39 44 25.     (N)    077 25 43.     (W)     SCALED    
 JV1947* NAVD 88     -       225.053  (meters)     738.36   (feet)  ADJUSTED  
 JV1947  ___________________________________________________________________
 JV1947  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 JV1947  DYNAMIC HT  -         224.928 (meters)     737.95  (feet)  COMP
 JV1947  MODELED GRAV-     980,066.0   (mgal)                       NAVD 88
 JV1947
 JV1947  VERT ORDER  -  SECOND    CLASS 0
 JV1947
 JV1947.The horizontal coordinates were scaled from a topographic map and have
 JV1947.an estimated accuracy of +/- 6 seconds.
 JV1947
 JV1947.The orthometric height was determined by differential leveling
 JV1947.and adjusted by the National Geodetic Survey in June 1991..
 JV1947
 JV1947.The geoid height was determined by GEOID03.
 JV1947
 JV1947.The dynamic height is computed by dividing the NAVD 88
 JV1947.geopotential number by the normal gravity value computed on the
 JV1947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1947.degrees latitude (g = 980.6199 gals.).
 JV1947
 JV1947.The modeled gravity was interpolated from observed gravity values.
 JV1947
 JV1947;                    North         East    Units  Estimated Accuracy
 JV1947;SPC PA S     -    45,240.      627,550.      MT  (+/- 180 meters Scaled)
 JV1947
 JV1947                          SUPERSEDED SURVEY CONTROL
 JV1947
 JV1947  NGVD 29 (??/??/??)  225.228  (m)          738.94   (f) ADJUSTED    2 0
 JV1947
 JV1947.Superseded values are not recommended for survey control.
 JV1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1947.See file dsdata.txt to determine how the superseded data were derived.
 JV1947
 JV1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK919017(NAD 83)
 JV1947_MARKER: DD = SURVEY DISK
 JV1947_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1947_SP_SET: BRIDGE
 JV1947_STAMPING: F 193 1942
 JV1947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1947_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JV1947+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2002
 JV1947
 JV1947  HISTORY     - Date     Condition        Report By
 JV1947  HISTORY     - 1942     MONUMENTED       PADH
 JV1947  HISTORY     - 1942     GOOD             CGS
 JV1947  HISTORY     - 20020609 GOOD             GEOCAC
 JV1947
 JV1947                          STATION DESCRIPTION
 JV1947
 JV1947'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1947'3.1 MI N FROM BLUE RIDGE SUMMIT.
 JV1947'IN ADAMS COUNTY, 3.1 MILES NORTH OF THE RAILROAD STATION AT
 JV1947'BLUE RIDGE SUMMIT, FRANKLIN COUNTY, ON STATE HIGHWAY 16, 65.5
 JV1947'FEET WEST OF A 20-INCH LOCUST TREE, 55.7 FEET SOUTH OF A
 JV1947'POWER-TRANSMISSION LINE POLE, 22.6 FEET SOUTH OF THE CENTER
 JV1947'LINE OF THE HIGHWAY, AT A BRIDGE, AND IN THE TOP OF THE
 JV1947'SOUTHWEST WING WALL.  A PENNSYLVANIA STATE HIGHWAY DEPARTMENT
 JV1947'STANDARD DISK, STAMPED F 193 1942.
 JV1947
 JV1947                          STATION RECOVERY (2002)
 JV1947
 JV1947'RECOVERY NOTE BY GEOCACHING 2002 (MHB)
 JV1947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1610 ***********************************************************************
 JV1610  DESIGNATION -  F 194 PADH
 JV1610  PID         -  JV1610
 JV1610  STATE/COUNTY-  PA/YORK
 JV1610  USGS QUAD   -  HANOVER (1984)
 JV1610
 JV1610                         *CURRENT SURVEY CONTROL
 JV1610  ___________________________________________________________________
 JV1610* NAD 83(1986)-  39 47 22.     (N)    076 59 55.     (W)     SCALED    
 JV1610* NAVD 88     -       171.351  (meters)     562.17   (feet)  ADJUSTED  
 JV1610  ___________________________________________________________________
 JV1610  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JV1610  DYNAMIC HT  -         171.259 (meters)     561.87  (feet)  COMP
 JV1610  MODELED GRAV-     980,091.6   (mgal)                       NAVD 88
 JV1610
 JV1610  VERT ORDER  -  SECOND    CLASS 0
 JV1610
 JV1610.The horizontal coordinates were scaled from a topographic map and have
 JV1610.an estimated accuracy of +/- 6 seconds.
 JV1610
 JV1610.The orthometric height was determined by differential leveling
 JV1610.and adjusted by the National Geodetic Survey in June 1991..
 JV1610
 JV1610.The geoid height was determined by GEOID03.
 JV1610
 JV1610.The dynamic height is computed by dividing the NAVD 88
 JV1610.geopotential number by the normal gravity value computed on the
 JV1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1610.degrees latitude (g = 980.6199 gals.).
 JV1610
 JV1610.The modeled gravity was interpolated from observed gravity values.
 JV1610
 JV1610;                    North         East    Units  Estimated Accuracy
 JV1610;SPC PA S     -    50,920.      664,360.      MT  (+/- 180 meters Scaled)
 JV1610
 JV1610                          SUPERSEDED SURVEY CONTROL
 JV1610
 JV1610  NGVD 29 (??/??/??)  171.556  (m)          562.85   (f) ADJUSTED    2 0
 JV1610
 JV1610.Superseded values are not recommended for survey control.
 JV1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1610.See file dsdata.txt to determine how the superseded data were derived.
 JV1610
 JV1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK288062(NAD 83)
 JV1610_MARKER: DD = SURVEY DISK
 JV1610_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1610_SP_SET: BRIDGE
 JV1610_STAMPING: F 194 1942
 JV1610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1610
 JV1610  HISTORY     - Date     Condition        Report By
 JV1610  HISTORY     - 1942     MONUMENTED       PADH
 JV1610
 JV1610                          STATION DESCRIPTION
 JV1610
 JV1610'DESCRIBED BY PA DEPT OF HIGHWAYS 1942
 JV1610'1.7 MI SW FROM HANOVER.
 JV1610'1.7 MILES SOUTHWEST ALONG STATE HIGHWAY 194 FROM THE RAILROAD
 JV1610'STATION AT HANOVER, YORK COUNTY, 53.7 FEET WEST OF A
 JV1610'POWER-TRANSMISSION LINE POLE, 26.3 FEET SOUTHEAST OF POLE 107,
 JV1610'AT A BRIDGE, IN THE TOP OF THE NORTH WING WALL, AND 14 FEET WEST
 JV1610'OF THE CENTERLINE OF THE HIGHWAY.  A PENNSYLVANIA STATE HIGHWAY
 JV1610'DEPARTMENT STANDARD DISK, STAMPED F 194 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1077 ***********************************************************************
 KX1077  DESIGNATION -  F 195
 KX1077  PID         -  KX1077
 KX1077  STATE/COUNTY-  PA/WESTMORELAND
 KX1077  USGS QUAD   -  DERRY (1977)
 KX1077
 KX1077                         *CURRENT SURVEY CONTROL
 KX1077  ___________________________________________________________________
 KX1077* NAD 83(1986)-  40 15 52.     (N)    079 17 03.     (W)     SCALED    
 KX1077* NAVD 88     -       375.807  (meters)    1232.96   (feet)  ADJUSTED  
 KX1077  ___________________________________________________________________
 KX1077  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KX1077  DYNAMIC HT  -         375.605 (meters)    1232.30  (feet)  COMP
 KX1077  MODELED GRAV-     980,076.2   (mgal)                       NAVD 88
 KX1077
 KX1077  VERT ORDER  -  SECOND    CLASS 0
 KX1077
 KX1077.The horizontal coordinates were scaled from a topographic map and have
 KX1077.an estimated accuracy of +/- 6 seconds.
 KX1077
 KX1077.The orthometric height was determined by differential leveling
 KX1077.and adjusted by the National Geodetic Survey in June 1991..
 KX1077
 KX1077.The geoid height was determined by GEOID03.
 KX1077
 KX1077.The dynamic height is computed by dividing the NAVD 88
 KX1077.geopotential number by the normal gravity value computed on the
 KX1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1077.degrees latitude (g = 980.6199 gals.).
 KX1077
 KX1077.The modeled gravity was interpolated from observed gravity values.
 KX1077
 KX1077;                    North         East    Units  Estimated Accuracy
 KX1077;SPC PA S     -   104,520.      469,510.      MT  (+/- 180 meters Scaled)
 KX1077
 KX1077                          SUPERSEDED SURVEY CONTROL
 KX1077
 KX1077  NGVD 29 (??/??/92)  375.989  (m)         1233.56   (f) ADJ UNCH    2 0
 KX1077
 KX1077.Superseded values are not recommended for survey control.
 KX1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1077.See file dsdata.txt to determine how the superseded data were derived.
 KX1077
 KX1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE459585(NAD 83)
 KX1077_MARKER: DB = BENCH MARK DISK
 KX1077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1077_SP_SET: CULVERT
 KX1077_STAMPING: F 195 1954
 KX1077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1077
 KX1077  HISTORY     - Date     Condition        Report By
 KX1077  HISTORY     - 1954     MONUMENTED       CGS
 KX1077
 KX1077                          STATION DESCRIPTION
 KX1077
 KX1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KX1077'3.2 MI NW FROM LIGONIER.
 KX1077'3.2 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE SQUARE
 KX1077'AT LIGONIER, AT A BLACK TOP CROSSROAD, IN THE TOP OF THE SOUTH
 KX1077'END OF THE ANGLE SHAPED CONCRETE HEAD WALL OF A 15-INCH PIPE
 KX1077'CULVERT, 21 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 28 FEET
 KX1077'NORTHWEST OF CENTER LINE OF ROAD LEADING SOUTHWEST AND ABOUT LEVEL
 KX1077'WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1111 ***********************************************************************
 KX1111  DESIGNATION -  F 196
 KX1111  PID         -  KX1111
 KX1111  STATE/COUNTY-  PA/FAYETTE
 KX1111  USGS QUAD   -  SEVEN SPRINGS (1993)
 KX1111
 KX1111                         *CURRENT SURVEY CONTROL
 KX1111  ___________________________________________________________________
 KX1111* NAD 83(1986)-  40 04 30.     (N)    079 21 28.     (W)     SCALED    
 KX1111* NAVD 88     -       452.144  (meters)    1483.41   (feet)  ADJUSTED  
 KX1111  ___________________________________________________________________
 KX1111  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KX1111  DYNAMIC HT  -         451.882 (meters)    1482.55  (feet)  COMP
 KX1111  MODELED GRAV-     980,032.0   (mgal)                       NAVD 88
 KX1111
 KX1111  VERT ORDER  -  SECOND    CLASS 0
 KX1111
 KX1111.The horizontal coordinates were scaled from a topographic map and have
 KX1111.an estimated accuracy of +/- 6 seconds.
 KX1111
 KX1111.The orthometric height was determined by differential leveling
 KX1111.and adjusted by the National Geodetic Survey in June 1991..
 KX1111
 KX1111.The geoid height was determined by GEOID03.
 KX1111
 KX1111.The dynamic height is computed by dividing the NAVD 88
 KX1111.geopotential number by the normal gravity value computed on the
 KX1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1111.degrees latitude (g = 980.6199 gals.).
 KX1111
 KX1111.The modeled gravity was interpolated from observed gravity values.
 KX1111
 KX1111;                    North         East    Units  Estimated Accuracy
 KX1111;SPC PA S     -    83,600.      462,870.      MT  (+/- 180 meters Scaled)
 KX1111
 KX1111                          SUPERSEDED SURVEY CONTROL
 KX1111
 KX1111  NGVD 29 (??/??/92)  452.298  (m)         1483.91   (f) ADJ UNCH    2 0
 KX1111
 KX1111.Superseded values are not recommended for survey control.
 KX1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1111.See file dsdata.txt to determine how the superseded data were derived.
 KX1111
 KX1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE400373(NAD 83)
 KX1111_MARKER: DD = SURVEY DISK
 KX1111_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1111_SP_SET: BRIDGE
 KX1111_STAMPING: F 196 1943
 KX1111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1111
 KX1111  HISTORY     - Date     Condition        Report By
 KX1111  HISTORY     - 1943     MONUMENTED       PADT
 KX1111  HISTORY     - 1954     GOOD             NGS
 KX1111
 KX1111                          STATION DESCRIPTION
 KX1111
 KX1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KX1111'1.3 MI SW FROM JONES MILLS.
 KX1111'1.3 MILES SOUTHWEST ALONG STATE HIGHWAY 381 - 711 FROM THE
 KX1111'JUNCTION OF STATE HIGHWAY 31 AT JONES MILLS, 116 FEET SOUTH OF
 KX1111'CENTER OF JUNCTION OF A ROAD LEADING EAST TO LAUREL HILL STATE
 KX1111'PARK, IN THE TOP OF THE NORTHWEST END OF SOUTHEAST WING WALL OF
 KX1111'A 10-FOOT CONCRETE AND STONE BRIDGE OVER A SMALL CREEK, 17 FEET
 KX1111'EAST OF CENTER LINE OF HIGHWAY, 1/2 FOOT EAST OF CONCRETE RAILING
 KX1111'AND ABOUT 1/3 FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0835 ***********************************************************************
 JU0835  DESIGNATION -  F 197
 JU0835  PID         -  JU0835
 JU0835  STATE/COUNTY-  PA/PHILADELPHIA
 JU0835  USGS QUAD   -  PHILADELPHIA (1994)
 JU0835
 JU0835                         *CURRENT SURVEY CONTROL
 JU0835  ___________________________________________________________________
 JU0835* NAD 83(1986)-  39 58 50.     (N)    075 13 44.     (W)     SCALED    
 JU0835* NAVD 88     -        41.331  (meters)     135.60   (feet)  ADJUSTED  
 JU0835  ___________________________________________________________________
 JU0835  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JU0835  DYNAMIC HT  -          41.312 (meters)     135.54  (feet)  COMP
 JU0835  MODELED GRAV-     980,170.8   (mgal)                       NAVD 88
 JU0835
 JU0835  VERT ORDER  -  THIRD
 JU0835
 JU0835.The horizontal coordinates were scaled from a topographic map and have
 JU0835.an estimated accuracy of +/- 6 seconds.
 JU0835
 JU0835.The orthometric height was determined by differential leveling
 JU0835.and adjusted by the National Geodetic Survey in June 1991..
 JU0835
 JU0835.The geoid height was determined by GEOID03.
 JU0835
 JU0835.The dynamic height is computed by dividing the NAVD 88
 JU0835.geopotential number by the normal gravity value computed on the
 JU0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0835.degrees latitude (g = 980.6199 gals.).
 JU0835
 JU0835.The modeled gravity was interpolated from observed gravity values.
 JU0835
 JU0835;                    North         East    Units  Estimated Accuracy
 JU0835;SPC PA S     -    74,940.      815,320.      MT  (+/- 180 meters Scaled)
 JU0835
 JU0835                          SUPERSEDED SURVEY CONTROL
 JU0835
 JU0835  NGVD 29 (??/??/??)   41.661  (m)          136.68   (f) ADJUSTED    3 0
 JU0835
 JU0835.Superseded values are not recommended for survey control.
 JU0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0835.See file dsdata.txt to determine how the superseded data were derived.
 JU0835
 JU0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK804256(NAD 83)
 JU0835_MARKER: DB = BENCH MARK DISK
 JU0835_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0835_SP_SET: MONUMENT
 JU0835_STAMPING: F-197-1946
 JU0835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0835_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0835+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2006
 JU0835
 JU0835  HISTORY     - Date     Condition        Report By
 JU0835  HISTORY     - 1946     MONUMENTED       CGS
 JU0835  HISTORY     - 20060312 GOOD             GEOCAC
 JU0835
 JU0835                          STATION DESCRIPTION
 JU0835
 JU0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JU0835'AT PHILADELPHIA.
 JU0835'2.7 MILES SOUTH OF THE READING RAILWAY STATION AT WISSAHICKON,
 JU0835'UNDER READING RAILROAD BRIDGE OVER JEFFERSON STREET WEST OF 53RD.
 JU0835'STREET, 1.5 FEET SOUTH OF NORTH WALL.  IT IS A STANDARD BM DISK
 JU0835'SET 4 INCHES ABOVE GROUND IN TOP OF A CONCRETE MONUMENT AND
 JU0835'STAMPED F-197-1946.
 JU0835
 JU0835                          STATION RECOVERY (2006)
 JU0835
 JU0835'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 JU0835'MARK IS UNDER THE APPROXIMATE CENTER OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0186 ***********************************************************************
 KY0186  DESIGNATION -  F 198
 KY0186  PID         -  KY0186
 KY0186  STATE/COUNTY-  PA/LAWRENCE
 KY0186  USGS QUAD   -  BESSEMER (1990)
 KY0186
 KY0186                         *CURRENT SURVEY CONTROL
 KY0186  ___________________________________________________________________
 KY0186* NAD 83(1986)-  40 59 14.     (N)    080 23 43.     (W)     SCALED    
 KY0186* NAVD 88     -       239.010  (meters)     784.15   (feet)  ADJUSTED  
 KY0186  ___________________________________________________________________
 KY0186  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 KY0186  DYNAMIC HT  -         238.895 (meters)     783.77  (feet)  COMP
 KY0186  MODELED GRAV-     980,138.7   (mgal)                       NAVD 88
 KY0186
 KY0186  VERT ORDER  -  FIRST     CLASS II
 KY0186
 KY0186.The horizontal coordinates were scaled from a topographic map and have
 KY0186.an estimated accuracy of +/- 6 seconds.
 KY0186
 KY0186.The orthometric height was determined by differential leveling
 KY0186.and adjusted by the National Geodetic Survey in June 1991..
 KY0186
 KY0186.The geoid height was determined by GEOID03.
 KY0186
 KY0186.The dynamic height is computed by dividing the NAVD 88
 KY0186.geopotential number by the normal gravity value computed on the
 KY0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0186.degrees latitude (g = 980.6199 gals.).
 KY0186
 KY0186.The modeled gravity was interpolated from observed gravity values.
 KY0186
 KY0186;                    North         East    Units  Estimated Accuracy
 KY0186;SPC PA S     -   186,980.      377,430.      MT  (+/- 180 meters Scaled)
 KY0186
 KY0186                          SUPERSEDED SURVEY CONTROL
 KY0186
 KY0186  NGVD 29 (??/??/92)  239.162  (m)          784.65   (f) ADJ UNCH    1 2
 KY0186
 KY0186.Superseded values are not recommended for survey control.
 KY0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0186.See file dsdata.txt to determine how the superseded data were derived.
 KY0186
 KY0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF508375(NAD 83)
 KY0186_MARKER: DB = BENCH MARK DISK
 KY0186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0186_SP_SET: CULVERT
 KY0186_STAMPING: F 198 1950
 KY0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0186
 KY0186  HISTORY     - Date     Condition        Report By
 KY0186  HISTORY     - 1950     MONUMENTED       CGS
 KY0186
 KY0186                          STATION DESCRIPTION
 KY0186
 KY0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KY0186'1.5 MI NW FROM MAHONINGTOWN.
 KY0186'ABOUT 1.5 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY0186'FROM THE STATION AT MAHONINGTOWN, AT MILE-POST 59-20 1/2 AND
 KY0186'BETWEEN THE B AND O AND ERIE TRACKS.  IT IS IN THE TOP AND
 KY0186'SOUTHEAST END OF A CONCRETE HEADWALL OF A 6 FOOT STEEL CULVERT
 KY0186'UNDER THE ERIE TRACKS, 7.5 FEET NORTHEAST OF THE NORTHEAST
 KY0186'RAIL OF THE ERIE TRACK, 16.5 FEET SOUTHWEST OF THE SOUTHWEST
 KY0186'RAIL OF THE B AND O TRACK AND ABOUT 4 FEET BELOW THE LEVEL OF
 KY0186'THE B. AND O.  A STANDARD DISK CEMENTED IN A DRILLED HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0050 ***********************************************************************
 KY0050  DESIGNATION -  F 199
 KY0050  PID         -  KY0050
 KY0050  STATE/COUNTY-  PA/BEAVER
 KY0050  USGS QUAD   -  BEAVER (1979)
 KY0050
 KY0050                         *CURRENT SURVEY CONTROL
 KY0050  ___________________________________________________________________
 KY0050* NAD 83(1986)-  40 43 33.     (N)    080 18 16.     (W)     SCALED    
 KY0050* NAVD 88     -       226.879  (meters)     744.35   (feet)  ADJUSTED  
 KY0050  ___________________________________________________________________
 KY0050  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KY0050  DYNAMIC HT  -         226.765 (meters)     743.98  (feet)  COMP
 KY0050  MODELED GRAV-     980,117.8   (mgal)                       NAVD 88
 KY0050
 KY0050  VERT ORDER  -  FIRST     CLASS I
 KY0050
 KY0050.The horizontal coordinates were scaled from a topographic map and have
 KY0050.an estimated accuracy of +/- 6 seconds.
 KY0050
 KY0050.The orthometric height was determined by differential leveling
 KY0050.and adjusted by the National Geodetic Survey in June 1991..
 KY0050
 KY0050.The geoid height was determined by GEOID03.
 KY0050
 KY0050.The dynamic height is computed by dividing the NAVD 88
 KY0050.geopotential number by the normal gravity value computed on the
 KY0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0050.degrees latitude (g = 980.6199 gals.).
 KY0050
 KY0050.The modeled gravity was interpolated from observed gravity values.
 KY0050
 KY0050;                    North         East    Units  Estimated Accuracy
 KY0050;SPC PA S     -   157,740.      384,230.      MT  (+/- 180 meters Scaled)
 KY0050
 KY0050                          SUPERSEDED SURVEY CONTROL
 KY0050
 KY0050  NGVD 29 (??/??/92)  226.997  (m)          744.74   (f) ADJ UNCH    1 1
 KY0050
 KY0050.Superseded values are not recommended for survey control.
 KY0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0050.See file dsdata.txt to determine how the superseded data were derived.
 KY0050
 KY0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF587085(NAD 83)
 KY0050_MARKER: DB = BENCH MARK DISK
 KY0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0050_STAMPING: F 199 1950
 KY0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0050+STABILITY: SURFACE MOTION
 KY0050
 KY0050  HISTORY     - Date     Condition        Report By
 KY0050  HISTORY     - 1950     MONUMENTED       CGS
 KY0050  HISTORY     - 1966     GOOD             NGS
 KY0050
 KY0050                          STATION DESCRIPTION
 KY0050
 KY0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY0050'AT NEW BRIGHTON.
 KY0050'AT NEW BRIGHTON, ABOUT 1.2 MILES SOUTH ALONG FIFTH AVENUE FROM
 KY0050'THE SOUTH END OF STATE HIGHWAY 18 BRIDGE OVER BEAVER RIVER,
 KY0050'AT THE JUNCTION OF 17TH STREET, 46 1/2 FEET SOUTH OF THE EXTENDED
 KY0050'CENTER LINE OF 17TH STREET, 76 FEET SOUTHWEST OF THE SOUTHWEST
 KY0050'RAIL OF A SPUR TRACK OF THE PENNSYLVANIA RAILROAD, 2.4 FEET
 KY0050'EAST OF THE EAST CURB LINE OF THE AVENUE, 22 FEET WEST OF A METAL
 KY0050'WITNESS POST, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE
 KY0050'GROUND.  THE ORIGINAL DESCRIPTION REPORTED THIS MARK AS PROJECTING
 KY0050'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2256 ***********************************************************************
 KV2256  DESIGNATION -  F 2
 KV2256  PID         -  KV2256
 KV2256  STATE/COUNTY-  PA/BERKS
 KV2256  USGS QUAD   -  READING (1983)
 KV2256
 KV2256                         *CURRENT SURVEY CONTROL
 KV2256  ___________________________________________________________________
 KV2256* NAD 83(1986)-  40 18 12.     (N)    075 53 14.     (W)     SCALED    
 KV2256* NAVD 88     -        67.953  (meters)     222.94   (feet)  ADJUSTED  
 KV2256  ___________________________________________________________________
 KV2256  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 KV2256  DYNAMIC HT  -          67.918 (meters)     222.83  (feet)  COMP
 KV2256  MODELED GRAV-     980,109.5   (mgal)                       NAVD 88
 KV2256
 KV2256  VERT ORDER  -  FIRST     CLASS I
 KV2256
 KV2256.The horizontal coordinates were scaled from a topographic map and have
 KV2256.an estimated accuracy of +/- 6 seconds.
 KV2256
 KV2256.The orthometric height was determined by differential leveling
 KV2256.and adjusted by the National Geodetic Survey in June 1991..
 KV2256
 KV2256.The geoid height was determined by GEOID03.
 KV2256
 KV2256.The dynamic height is computed by dividing the NAVD 88
 KV2256.geopotential number by the normal gravity value computed on the
 KV2256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2256.degrees latitude (g = 980.6199 gals.).
 KV2256
 KV2256.The modeled gravity was interpolated from observed gravity values.
 KV2256
 KV2256;                    North         East    Units  Estimated Accuracy
 KV2256;SPC PA S     -   109,370.      758,350.      MT  (+/- 180 meters Scaled)
 KV2256
 KV2256                          SUPERSEDED SURVEY CONTROL
 KV2256
 KV2256  NGVD 29 (??/??/??)   68.202  (m)          223.76   (f) ADJUSTED    1 1
 KV2256
 KV2256.Superseded values are not recommended for survey control.
 KV2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2256.See file dsdata.txt to determine how the superseded data were derived.
 KV2256
 KV2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK246618(NAD 83)
 KV2256_MARKER: DB = BENCH MARK DISK
 KV2256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2256_STAMPING: F 2 1929 223.73
 KV2256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2256+STABILITY: SURFACE MOTION
 KV2256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2256+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2001
 KV2256
 KV2256  HISTORY     - Date     Condition        Report By
 KV2256  HISTORY     - 1929     MONUMENTED       CGS
 KV2256  HISTORY     - 1966     GOOD             CGS
 KV2256  HISTORY     - 20010424 GOOD             PADT
 KV2256  HISTORY     - 20011018 GOOD             USPSQD
 KV2256
 KV2256                          STATION DESCRIPTION
 KV2256
 KV2256'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2256'3.7 MI SE FROM READING.
 KV2256'ABOUT 3.7 MILES SOUTHEAST ALONG THE READING COMPANY RAILROAD
 KV2256'FROM THE STATION AT READING, OR ABOUT 5.2 MILES WEST ALONG THE
 KV2256'READING COMPANY RAILROAD FROM THE STATION AT BIRDSBORO, 3 POLES
 KV2256'NORTHWEST OF FRACTIONAL MILEPOST 54/20, 187 FEET SOUTHEAST OF THE
 KV2256'CENTER OF THE CROSSING OF THE RAILROAD AND NEVERSINK ROAD, 11
 KV2256'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST SET OF
 KV2256'TRACKS, 48 FEET WEST OF SEMAPHORE NUMBER 102, 22 FEET NORTHWEST
 KV2256'OF A METAL BATTERY BOX, 1.0 FOOT NORTHEAST OF A METAL WITNESS
 KV2256'POST, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN
 KV2256'THE TOP OF A CONCRETE POST PROJECTING 12 INCHES.
 KV2256
 KV2256                          STATION RECOVERY (2001)
 KV2256
 KV2256'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (BH)
 KV2256'RECOVERED IN GOOD CONDITION.
 KV2256
 KV2256                          STATION RECOVERY (2001)
 KV2256
 KV2256'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV2256'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0210 ***********************************************************************
 MA0210  DESIGNATION -  F 20
 MA0210  PID         -  MA0210
 MA0210  STATE/COUNTY-  PA/CLINTON
 MA0210  USGS QUAD   -  POTTERSDALE (1983)
 MA0210
 MA0210                         *CURRENT SURVEY CONTROL
 MA0210  ___________________________________________________________________
 MA0210* NAD 83(1986)-  41 08 43.     (N)    078 00 39.     (W)     SCALED    
 MA0210* NAVD 88     -       238.773  (meters)     783.37   (feet)  ADJUSTED  
 MA0210  ___________________________________________________________________
 MA0210  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 MA0210  DYNAMIC HT  -         238.651 (meters)     782.97  (feet)  COMP
 MA0210  MODELED GRAV-     980,109.9   (mgal)                       NAVD 88
 MA0210
 MA0210  VERT ORDER  -  SECOND    CLASS 0
 MA0210
 MA0210.The horizontal coordinates were scaled from a topographic map and have
 MA0210.an estimated accuracy of +/- 6 seconds.
 MA0210
 MA0210.The orthometric height was determined by differential leveling
 MA0210.and adjusted by the National Geodetic Survey in June 1991..
 MA0210
 MA0210.The geoid height was determined by GEOID03.
 MA0210
 MA0210.The dynamic height is computed by dividing the NAVD 88
 MA0210.geopotential number by the normal gravity value computed on the
 MA0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0210.degrees latitude (g = 980.6199 gals.).
 MA0210
 MA0210.The modeled gravity was interpolated from observed gravity values.
 MA0210
 MA0210;                    North         East    Units  Estimated Accuracy
 MA0210;SPC PA N     -   108,710.      578,100.      MT  (+/- 180 meters Scaled)
 MA0210
 MA0210                          SUPERSEDED SURVEY CONTROL
 MA0210
 MA0210  NGVD 29 (??/??/92)  238.938  (m)          783.92   (f) ADJ UNCH    2 0
 MA0210
 MA0210.Superseded values are not recommended for survey control.
 MA0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0210.See file dsdata.txt to determine how the superseded data were derived.
 MA0210
 MA0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF508591(NAD 83)
 MA0210_MARKER: DB = BENCH MARK DISK
 MA0210_SETTING: 80 = SET IN A BOULDER
 MA0210_SP_SET: BOULDER
 MA0210_STAMPING: F 20 1934
 MA0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0210+STABILITY: SURFACE MOTION
 MA0210
 MA0210  HISTORY     - Date     Condition        Report By
 MA0210  HISTORY     - 1934     MONUMENTED       CGS
 MA0210
 MA0210                          STATION DESCRIPTION
 MA0210
 MA0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0210'8.5 MI E FROM KARTHAUS.
 MA0210'IN CLINTON COUNTY, ABOUT 8.5 MILES EAST ALONG THE NEW YORK
 MA0210'CENTRAL RAILROAD FROM KARTHAUS, CLEARFIELD COUNTY, AT MILEAGE
 MA0210'C 40.1, ABOUT 587 FEET EAST OF MILEPOST C 40, 81 FEET EAST OF
 MA0210'CONCRETE STATION POST 315, 18 FEET NORTH OF THE CENTER LINE OF
 MA0210'THE TRACK, IN THE TOP OF A LARGE BOULDER IN THE RAILROAD DITCH
 MA0210'LINE, AND ABOUT 1-1/2 FEET LOWER THAN THE TOP OF THE RAIL.  A
 MA0210'STANDARD DISK, STAMPED F 20 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0179 ***********************************************************************
 KY0179  DESIGNATION -  F 200
 KY0179  PID         -  KY0179
 KY0179  STATE/COUNTY-  PA/LAWRENCE
 KY0179  USGS QUAD   -  NEW CASTLE SOUTH (1990)
 KY0179
 KY0179                         *CURRENT SURVEY CONTROL
 KY0179  ___________________________________________________________________
 KY0179* NAD 83(1986)-  40 55 01.     (N)    080 21 45.     (W)     SCALED    
 KY0179* NAVD 88     -       245.053  (meters)     803.98   (feet)  ADJUSTED  
 KY0179  ___________________________________________________________________
 KY0179  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KY0179  DYNAMIC HT  -         244.932 (meters)     803.58  (feet)  COMP
 KY0179  MODELED GRAV-     980,123.7   (mgal)                       NAVD 88
 KY0179
 KY0179  VERT ORDER  -  FIRST     CLASS II
 KY0179
 KY0179.The horizontal coordinates were scaled from a topographic map and have
 KY0179.an estimated accuracy of +/- 6 seconds.
 KY0179
 KY0179.The orthometric height was determined by differential leveling
 KY0179.and adjusted by the National Geodetic Survey in June 1991..
 KY0179
 KY0179.The geoid height was determined by GEOID03.
 KY0179
 KY0179.The dynamic height is computed by dividing the NAVD 88
 KY0179.geopotential number by the normal gravity value computed on the
 KY0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0179.degrees latitude (g = 980.6199 gals.).
 KY0179
 KY0179.The modeled gravity was interpolated from observed gravity values.
 KY0179
 KY0179;                    North         East    Units  Estimated Accuracy
 KY0179;SPC PA S     -   179,100.      379,960.      MT  (+/- 180 meters Scaled)
 KY0179
 KY0179                          SUPERSEDED SURVEY CONTROL
 KY0179
 KY0179  NGVD 29 (??/??/92)  245.194  (m)          804.44   (f) ADJ UNCH    1 2
 KY0179
 KY0179.Superseded values are not recommended for survey control.
 KY0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0179.See file dsdata.txt to determine how the superseded data were derived.
 KY0179
 KY0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF536297(NAD 83)
 KY0179_MARKER: DB = BENCH MARK DISK
 KY0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0179_STAMPING: F 200 1950
 KY0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0179+STABILITY: SURFACE MOTION
 KY0179
 KY0179  HISTORY     - Date     Condition        Report By
 KY0179  HISTORY     - 1950     MONUMENTED       CGS
 KY0179
 KY0179                          STATION DESCRIPTION
 KY0179
 KY0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KY0179'0.8 MI SE FROM WEST PITTSBURG.
 KY0179'ABOUT 0.8 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY0179'FROM THE ROAD OVERPASS AT WEST PITTSBURG AT A SURFACED ROAD CROSSING,
 KY0179'AT MILE-POST 51-4.  IT IS 30.5 FEET SOUTHWEST OF THE SOUTHWEST
 KY0179'RAIL, 48 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 28.5 FEET
 KY0179'FEET SOUTH-SOUTHWEST OF THE CONCRETE POST SUPPORTING THE SIGNAL
 KY0179'BELL, 3 FEET SOUTH OF A WHITE WITNESS POST AND 2 FEET ABOVE THE
 KY0179'LEVEL OF THE TRACK.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 KY0179'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0123 ***********************************************************************
 KY0123  DESIGNATION -  F 201
 KY0123  PID         -  KY0123
 KY0123  STATE/COUNTY-  PA/BUTLER
 KY0123  USGS QUAD   -  MARS (1979)
 KY0123
 KY0123                         *CURRENT SURVEY CONTROL
 KY0123  ___________________________________________________________________
 KY0123* NAD 83(1986)-  40 44 25.     (N)    080 02 14.     (W)     SCALED    
 KY0123* NAVD 88     -       296.877  (meters)     974.00   (feet)  POSTED    
 KY0123  ___________________________________________________________________
 KY0123  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 KY0123  DYNAMIC HT  -         296.720 (meters)     973.49  (feet)  COMP
 KY0123  MODELED GRAV-     980,104.6   (mgal)                       NAVD 88
 KY0123
 KY0123  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 KY0123
 KY0123.The horizontal coordinates were scaled from a topographic map and have
 KY0123.an estimated accuracy of +/- 6 seconds.
 KY0123
 KY0123.The orthometric height was determined by differential leveling
 KY0123.and adjusted by the National Geodetic Survey in 1992..
 KY0123.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 KY0123.rate of 4.1 thru 8.0 mm/km.
 KY0123
 KY0123.The geoid height was determined by GEOID03.
 KY0123
 KY0123.The dynamic height is computed by dividing the NAVD 88
 KY0123.geopotential number by the normal gravity value computed on the
 KY0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0123.degrees latitude (g = 980.6199 gals.).
 KY0123
 KY0123.The modeled gravity was interpolated from observed gravity values.
 KY0123
 KY0123;                    North         East    Units  Estimated Accuracy
 KY0123;SPC PA S     -   158,720.      406,840.      MT  (+/- 180 meters Scaled)
 KY0123
 KY0123                          SUPERSEDED SURVEY CONTROL
 KY0123
 KY0123  NGVD 29 (??/??/92)  297.020  (m)          974.47   (f) ADJ UNCH    2 0
 KY0123
 KY0123.Superseded values are not recommended for survey control.
 KY0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0123.See file dsdata.txt to determine how the superseded data were derived.
 KY0123
 KY0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF812103(NAD 83)
 KY0123_MARKER: DB = BENCH MARK DISK
 KY0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0123_STAMPING: F 201 1954
 KY0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0123+STABILITY: SURFACE MOTION
 KY0123
 KY0123  HISTORY     - Date     Condition        Report By
 KY0123  HISTORY     - 1954     MONUMENTED       CGS
 KY0123  HISTORY     - 20051119 GOOD             GEOCAC
 KY0123
 KY0123                          STATION DESCRIPTION
 KY0123
 KY0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KY0123'AT CALLERY.
 KY0123'AT CALLERY, ABOUT 0.2 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO
 KY0123'RAILROAD FROM THE STATION, AT A BLACK TOP ROAD CROSSING, 32 FEET
 KY0123'SOUTHWEST OF SOUTHWEST RAIL OF SOUTHWEST MAIN TRACK, 50 FEET
 KY0123'SOUTH-SOUTHWEST OF CENTER OF CROSSING OF SOUTHWEST TRACK AND BLACK
 KY0123'TOP ROAD, 58 FEET NORTHEAST OF CENTER LINE OF A STREET PARALLELING
 KY0123'THE TRACK, 37 FEET SOUTH OF CENTER LINE OF BLACK TOP ROAD,
 KY0123'15 1/2 FEET SOUTH-SOUTHEAST OF SOUTHWEST END OF AN 18-INCH PIPE
 KY0123'CULVERT UNDER TRACK, 20 FEET SOUTH-SOUTHEAST OF CROSSING WARNING
 KY0123'SIGNAL POST, 13 FEET SOUTHWEST OF SOUTHWEST RAIL OF A SIDING,
 KY0123'2 FEET SOUTWHEST OF A WHITE WOODEN WITNSS POST, ABOUT LEVEL WITH
 KY0123'TRACKS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 KY0123
 KY0123                          STATION RECOVERY (2005)
 KY0123
 KY0123'RECOVERY NOTE BY GEOCACHING 2005 (JTF)
 KY0123'INSIDE OF AN OPEN BUNKER THAT HOLDS ROAD SALT. MAY BE BURIED AT TIMES.
 KY0123'THE B AND O RR STATION IS NO LONGER IN EXISTANCE OR HAS BEEN MOVED
 KY0123'NORTHWARD ABOUT EIGHTH OF A MILE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1586 ***********************************************************************
 KX1586  DESIGNATION -  F 202
 KX1586  PID         -  KX1586
 KX1586  STATE/COUNTY-  PA/ALLEGHENY
 KX1586  USGS QUAD   -  GLENSHAW (1993)
 KX1586
 KX1586                         *CURRENT SURVEY CONTROL
 KX1586  ___________________________________________________________________
 KX1586* NAD 83(1986)-  40 34 41.     (N)    079 58 09.     (W)     SCALED    
 KX1586* NAVD 88     -       270.560  (meters)     887.66   (feet)  POSTED    
 KX1586  ___________________________________________________________________
 KX1586  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KX1586  DYNAMIC HT  -         270.420 (meters)     887.20  (feet)  COMP
 KX1586  MODELED GRAV-     980,101.9   (mgal)                       NAVD 88
 KX1586
 KX1586  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KX1586
 KX1586.The horizontal coordinates were scaled from a topographic map and have
 KX1586.an estimated accuracy of +/- 6 seconds.
 KX1586
 KX1586.The orthometric height was determined by differential leveling
 KX1586.and adjusted by the National Geodetic Survey in 1992..
 KX1586.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KX1586.rate of 0.0 thru 1.0 mm/km.
 KX1586
 KX1586.The geoid height was determined by GEOID03.
 KX1586
 KX1586.The dynamic height is computed by dividing the NAVD 88
 KX1586.geopotential number by the normal gravity value computed on the
 KX1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1586.degrees latitude (g = 980.6199 gals.).
 KX1586
 KX1586.The modeled gravity was interpolated from observed gravity values.
 KX1586
 KX1586;                    North         East    Units  Estimated Accuracy
 KX1586;SPC PA S     -   140,570.      412,130.      MT  (+/- 180 meters Scaled)
 KX1586
 KX1586                          SUPERSEDED SURVEY CONTROL
 KX1586
 KX1586  NGVD 29 (??/??/92)  270.71   (m)          888.2    (f) COMPUTED    2 0
 KX1586
 KX1586.Superseded values are not recommended for survey control.
 KX1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1586.See file dsdata.txt to determine how the superseded data were derived.
 KX1586
 KX1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE872924(NAD 83)
 KX1586_MARKER: DB = BENCH MARK DISK
 KX1586_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1586_SP_SET: SIGNAL CON BASE
 KX1586_STAMPING: F 202 1954
 KX1586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1586
 KX1586  HISTORY     - Date     Condition        Report By
 KX1586  HISTORY     - 1954     MONUMENTED       CGS
 KX1586  HISTORY     - 1961     GOOD             NGS
 KX1586
 KX1586                          STATION DESCRIPTION
 KX1586
 KX1586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KX1586'2.6 MI NW FROM ALLISON PARK.
 KX1586'ABOUT 2.55 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KX1586'FROM THE STATION AT ALLISON PARK, AT BRYANT, IN TOP OF TH EAST
 KX1586'END OF THE SOUTH BRIDGE SEAT OF A BLACK TOP ROAD BRIDGE OVER
 KX1586'PINE CREEK, 11 1/2 FEET EAST OF CENTERLINE OF BLACK TOP ROAD, 428.0
 KX1586'FEET NORTH OF CENTER OF CROSSING OF BLACKTOP ROAD AND NORTHWEST
 KX1586'BOUND TRACK OF RAILROAD AND NORTHWEST BOUND TRACK OF RAILROAD
 KX1586'AND ABOUT 2.0 FEET BELOW LEVEL OF ROAD AND TRACK.  NOTE-- NEW
 KX1586'LOCATION.  ABOUT 2.29 MILES NORTHWEST ALONG THE BALTIMORE
 KX1586'AND OHIO RAILROAD FORM THE STATION AT ALLISON PARK, AT BRYANT,
 KX1586'0.21 MILE SOUTHEAST OF CENTER OF CROSSING OF BLACKTOP ROAD AND
 KX1586'RAILROAD, 63.3 FEET SOUTHWEST OF MILE POST 25, 26.4 FEET
 KX1586'EAST OF A TELEPHONE POLE, 10.1 FEET NORTH OF A METAL SWITCH
 KX1586'BOX AND 6.5 FEET WEST OF THE WEST RAIL OF THE SOUTHEAST BOUND
 KX1586'TRACK.  SET IN TOP, AT THE NORTHEAST CORNER OF A CONCRETE BASE
 KX1586'OF SIGNAL BLOCK NO. 124, PROJECTING ABOUT 2.0 FEET ABOVE THE
 KX1586'SURFACE OF THE GROUND AND ABOUT LEVEL WITH THE TRACK.  STAMPED
 KX1586'F 202 RESET 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1587 ***********************************************************************
 KX1587  DESIGNATION -  F 202 RESET
 KX1587  PID         -  KX1587
 KX1587  STATE/COUNTY-  PA/ALLEGHENY
 KX1587  USGS QUAD   -  GLENSHAW (1993)
 KX1587
 KX1587                         *CURRENT SURVEY CONTROL
 KX1587  ___________________________________________________________________
 KX1587* NAD 83(1986)-  40 34 41.     (N)    079 58 09.     (W)     SCALED    
 KX1587* NAVD 88     -       270.60   (+/-2cm)     887.8    (feet)  VERTCON   
 KX1587  ___________________________________________________________________
 KX1587  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KX1587
 KX1587  VERT ORDER  -  THIRD (See Below)
 KX1587
 KX1587.The horizontal coordinates were scaled from a topographic map and have
 KX1587.an estimated accuracy of +/- 6 seconds.
 KX1587
 KX1587.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX1587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX1587.The vertical order pertains to the NGVD 29 superseded value.
 KX1587
 KX1587.The geoid height was determined by GEOID03.
 KX1587
 KX1587;                    North         East    Units  Estimated Accuracy
 KX1587;SPC PA S     -   140,570.      412,130.      MT  (+/- 180 meters Scaled)
 KX1587
 KX1587                          SUPERSEDED SURVEY CONTROL
 KX1587
 KX1587  NGVD 29 (??/??/??)  270.75   (m)          888.3    (f) RESET       3  
 KX1587
 KX1587.Superseded values are not recommended for survey control.
 KX1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1587.See file dsdata.txt to determine how the superseded data were derived.
 KX1587
 KX1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE872924(NAD 83)
 KX1587_MARKER: DB = BENCH MARK DISK
 KX1587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1587_SP_SET: SIGNAL CONC BASE
 KX1587_STAMPING: F 202 RESET 1961
 KX1587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1587
 KX1587  HISTORY     - Date     Condition        Report By
 KX1587  HISTORY     - 1961     MONUMENTED       CGS
 KX1587
 KX1587                          STATION DESCRIPTION
 KX1587
 KX1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KX1587'2.2 MI NW FROM ALLISON PARK.
 KX1587'2.29 MILES NORTHWEST ALONG THE BALTMIORE AND OHIO RAILROAD FROM
 KX1587'THE STATION AT ALLISON PARK, AT BRYANT, 0.21 MILE SOUTHEAST
 KX1587'OF CENTER OF CROSSING OF BLACKTOP ROAD AND RAILROAD, 63.3
 KX1587'FEET SOUTHWEST OF MILE POST 25, 26.4 FEET EAST OF A TELEPHONE
 KX1587'POLE, 10.1 FEET NORTH OF A METAL SWITCH BOX AND 6.5 FEET WEST OF
 KX1587'THE WEST RAIL OF THE SOUTHEAST BOUND TRACK.  SET IN TOP, AT
 KX1587'THE NORTHEAST CORNER OF A CONCRETE BASE OF SIGNAL BLOCK NO. 124,
 KX1587'PROJECTING ABOUT 2.0 FEET ABOVE THE SURFACE OF THE GROUND AND
 KX1587'ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1081 ***********************************************************************
 KX1081  DESIGNATION -  F 203
 KX1081  PID         -  KX1081
 KX1081  STATE/COUNTY-  PA/WESTMORELAND
 KX1081  USGS QUAD   -  DERRY (1977)
 KX1081
 KX1081                         *CURRENT SURVEY CONTROL
 KX1081  ___________________________________________________________________
 KX1081* NAD 83(1986)-  40 15 16.     (N)    079 15 43.     (W)     SCALED    
 KX1081* NAVD 88     -       346.492  (meters)    1136.78   (feet)  ADJUSTED  
 KX1081  ___________________________________________________________________
 KX1081  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KX1081  DYNAMIC HT  -         346.305 (meters)    1136.17  (feet)  COMP
 KX1081  MODELED GRAV-     980,076.0   (mgal)                       NAVD 88
 KX1081
 KX1081  VERT ORDER  -  SECOND    CLASS 0
 KX1081
 KX1081.The horizontal coordinates were scaled from a topographic map and have
 KX1081.an estimated accuracy of +/- 6 seconds.
 KX1081
 KX1081.The orthometric height was determined by differential leveling
 KX1081.and adjusted by the National Geodetic Survey in June 1991..
 KX1081
 KX1081.The geoid height was determined by GEOID03.
 KX1081
 KX1081.The dynamic height is computed by dividing the NAVD 88
 KX1081.geopotential number by the normal gravity value computed on the
 KX1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1081.degrees latitude (g = 980.6199 gals.).
 KX1081
 KX1081.The modeled gravity was interpolated from observed gravity values.
 KX1081
 KX1081;                    North         East    Units  Estimated Accuracy
 KX1081;SPC PA S     -   103,380.      471,380.      MT  (+/- 180 meters Scaled)
 KX1081
 KX1081                          SUPERSEDED SURVEY CONTROL
 KX1081
 KX1081  NGVD 29 (??/??/92)  346.674  (m)         1137.38   (f) ADJ UNCH    2 0
 KX1081
 KX1081.Superseded values are not recommended for survey control.
 KX1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1081.See file dsdata.txt to determine how the superseded data were derived.
 KX1081
 KX1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE478574(NAD 83)
 KX1081_MARKER: DB = BENCH MARK DISK
 KX1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1081_STAMPING: F 203 1954
 KX1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1081+STABILITY: SURFACE MOTION
 KX1081
 KX1081  HISTORY     - Date     Condition        Report By
 KX1081  HISTORY     - 1954     MONUMENTED       CGS
 KX1081
 KX1081                          STATION DESCRIPTION
 KX1081
 KX1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KX1081'1.6 MI NW FROM LIGONIER.
 KX1081'1.65 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE SQUARE AT
 KX1081'LIGONIER, AT THE JUNCTION OF A DRIVE EAST TO SHIRLEYS LAKEVIEW
 KX1081'MOTOR COURT, 18 FEET EAST OF CENTER LINE OF HIGHWAY, 44 FEET NORTH
 KX1081'OF CENTER LINE OF DRIVE TO MOTOR COURT, 1 FOOT SOUTHEAST OF
 KX1081'SOUTH END OF A GUARD RAIL, 1 FOOT SOUTHWEST OF NORTHWEST END
 KX1081'OF A WOODEN POLE FENCE, ABOUT LEVEL WITH HIGHWAY AND SET IN
 KX1081'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1084 ***********************************************************************
 KX1084  DESIGNATION -  F 204
 KX1084  PID         -  KX1084
 KX1084  STATE/COUNTY-  PA/WESTMORELAND
 KX1084  USGS QUAD   -  LIGONIER (1977)
 KX1084
 KX1084                         *CURRENT SURVEY CONTROL
 KX1084  ___________________________________________________________________
 KX1084* NAD 83(1986)-  40 14 37.     (N)    079 14 21.     (W)     SCALED    
 KX1084* NAVD 88     -       363.807  (meters)    1193.59   (feet)  ADJUSTED  
 KX1084  ___________________________________________________________________
 KX1084  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KX1084  DYNAMIC HT  -         363.610 (meters)    1192.94  (feet)  COMP
 KX1084  MODELED GRAV-     980,074.3   (mgal)                       NAVD 88
 KX1084
 KX1084  VERT ORDER  -  SECOND    CLASS 0
 KX1084
 KX1084.The horizontal coordinates were scaled from a topographic map and have
 KX1084.an estimated accuracy of +/- 6 seconds.
 KX1084
 KX1084.The orthometric height was determined by differential leveling
 KX1084.and adjusted by the National Geodetic Survey in June 1991..
 KX1084
 KX1084.The geoid height was determined by GEOID03.
 KX1084
 KX1084.The dynamic height is computed by dividing the NAVD 88
 KX1084.geopotential number by the normal gravity value computed on the
 KX1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1084.degrees latitude (g = 980.6199 gals.).
 KX1084
 KX1084.The modeled gravity was interpolated from observed gravity values.
 KX1084
 KX1084;                    North         East    Units  Estimated Accuracy
 KX1084;SPC PA S     -   102,140.      473,300.      MT  (+/- 180 meters Scaled)
 KX1084
 KX1084                          SUPERSEDED SURVEY CONTROL
 KX1084
 KX1084  NGVD 29 (??/??/92)  363.988  (m)         1194.18   (f) ADJ UNCH    2 0
 KX1084
 KX1084.Superseded values are not recommended for survey control.
 KX1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1084.See file dsdata.txt to determine how the superseded data were derived.
 KX1084
 KX1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE497562(NAD 83)
 KX1084_MARKER: DB = BENCH MARK DISK
 KX1084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1084_SP_SET: COLUMN
 KX1084_STAMPING: F 204 1954
 KX1084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1084
 KX1084  HISTORY     - Date     Condition        Report By
 KX1084  HISTORY     - 1954     MONUMENTED       CGS
 KX1084  HISTORY     - 19991201 GOOD             PADT
 KX1084
 KX1084                          STATION DESCRIPTION
 KX1084
 KX1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KX1084'AT LIGONIER.
 KX1084'AT LIGONIER, 1 BLOCK NORTHWEST ALONG MAIN STREET (U.S. HIGHWAY 30)
 KX1084'FROM THE SQUARE, AT THE INTERSECTION OF MAIN STREET AND FAIRFIELD
 KX1084'STREETS, SET VERTICALLY ABOUT 3.2 FEET ABOVE SIDE WALK IN THE
 KX1084'NORTHEAST FACE OF THE SOUTHEAST COLUMN OF PORCH OF LINCOLN
 KX1084'HOTEL BUILDING, 20 1/2 FEET SOUTHWEST OF SOUTHWEST CURB OF WEST
 KX1084'MAIN STREET, 57 1/2 FEET SOUTHEAST OF SOUTHEAST CURB OF SOUTH
 KX1084'FAIRFIELD STREET.
 KX1084
 KX1084                          STATION RECOVERY (1999)
 KX1084
 KX1084'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (AAP)
 KX1084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1496 ***********************************************************************
 KX1496  DESIGNATION -  F 205
 KX1496  PID         -  KX1496
 KX1496  STATE/COUNTY-  PA/ALLEGHENY
 KX1496  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1496
 KX1496                         *CURRENT SURVEY CONTROL
 KX1496  ___________________________________________________________________
 KX1496* NAD 83(1986)-  40 29 48.     (N)    079 56 39.     (W)     SCALED    
 KX1496* NAVD 88     -       229.755  (meters)     753.79   (feet)  POSTED    
 KX1496  ___________________________________________________________________
 KX1496  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 KX1496  DYNAMIC HT  -         229.640 (meters)     753.41  (feet)  COMP
 KX1496  MODELED GRAV-     980,100.0   (mgal)                       NAVD 88
 KX1496
 KX1496  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KX1496
 KX1496.The horizontal coordinates were scaled from a topographic map and have
 KX1496.an estimated accuracy of +/- 6 seconds.
 KX1496
 KX1496.The orthometric height was determined by differential leveling
 KX1496.and adjusted by the National Geodetic Survey in 1992..
 KX1496.No vertical observational check was made to the station.
 KX1496.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KX1496.was located on a no-check spur therefore a value was not computed.
 KX1496
 KX1496.The geoid height was determined by GEOID03.
 KX1496
 KX1496.The dynamic height is computed by dividing the NAVD 88
 KX1496.geopotential number by the normal gravity value computed on the
 KX1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1496.degrees latitude (g = 980.6199 gals.).
 KX1496
 KX1496.The modeled gravity was interpolated from observed gravity values.
 KX1496
 KX1496;                    North         East    Units  Estimated Accuracy
 KX1496;SPC PA S     -   131,480.      414,020.      MT  (+/- 180 meters Scaled)
 KX1496
 KX1496                          SUPERSEDED SURVEY CONTROL
 KX1496
 KX1496  NGVD 29 (??/??/92)  229.920  (m)          754.33   (f) ADJ UNCH    2 0
 KX1496
 KX1496.Superseded values are not recommended for survey control.
 KX1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1496.See file dsdata.txt to determine how the superseded data were derived.
 KX1496
 KX1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE894834(NAD 83)
 KX1496_MARKER: DB = BENCH MARK DISK
 KX1496_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1496_SP_SET: FLAG POLE BASE
 KX1496_STAMPING: F 205 1954
 KX1496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1496
 KX1496  HISTORY     - Date     Condition        Report By
 KX1496  HISTORY     - 1954     MONUMENTED       CGS
 KX1496
 KX1496                          STATION DESCRIPTION
 KX1496
 KX1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KX1496'AT ETNA.
 KX1496'AT ETNA, AT THE JUNCTION OF BUTLER AND FREEPORT STREETS, IN THE
 KX1496'TOP OF THE SOUTHWEST SIDE OF CONCRETE BASE OF LARGE STEEL FLAG
 KX1496'POLE, 15 FEET EAST OF SOUTH CORNER OF BUILDING NO. 351, 1 FOOT
 KX1496'NORTHWEST OF NORTHWEST CURB LINE OF BUTLER STREET, 12 FEET
 KX1496'NORTHEAST OF A FIRE HYDRANT AND ABOUT LEVEL WITH SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0510 ***********************************************************************
 KY0510  DESIGNATION -  F 206
 KY0510  PID         -  KY0510
 KY0510  STATE/COUNTY-  PA/WASHINGTON
 KY0510  USGS QUAD   -  PROSPERITY (1977)
 KY0510
 KY0510                         *CURRENT SURVEY CONTROL
 KY0510  ___________________________________________________________________
 KY0510* NAD 83(1986)-  40 06 32.     (N)    080 18 44.     (W)     SCALED    
 KY0510* NAVD 88     -       368.528  (meters)    1209.08   (feet)  ADJUSTED  
 KY0510  ___________________________________________________________________
 KY0510  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KY0510  DYNAMIC HT  -         368.318 (meters)    1208.39  (feet)  COMP
 KY0510  MODELED GRAV-     980,043.5   (mgal)                       NAVD 88
 KY0510
 KY0510  VERT ORDER  -  SECOND    CLASS 0
 KY0510
 KY0510.The horizontal coordinates were scaled from a topographic map and have
 KY0510.an estimated accuracy of +/- 6 seconds.
 KY0510
 KY0510.The orthometric height was determined by differential leveling
 KY0510.and adjusted by the National Geodetic Survey in June 1991..
 KY0510
 KY0510.The geoid height was determined by GEOID03.
 KY0510
 KY0510.The dynamic height is computed by dividing the NAVD 88
 KY0510.geopotential number by the normal gravity value computed on the
 KY0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0510.degrees latitude (g = 980.6199 gals.).
 KY0510
 KY0510.The modeled gravity was interpolated from observed gravity values.
 KY0510
 KY0510;                    North         East    Units  Estimated Accuracy
 KY0510;SPC PA S     -    89,280.      381,590.      MT  (+/- 180 meters Scaled)
 KY0510
 KY0510                          SUPERSEDED SURVEY CONTROL
 KY0510
 KY0510  NGVD 29 (??/??/92)  368.664  (m)         1209.53   (f) ADJ UNCH    2 0
 KY0510
 KY0510.Superseded values are not recommended for survey control.
 KY0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0510.See file dsdata.txt to determine how the superseded data were derived.
 KY0510
 KY0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE586400(NAD 83)
 KY0510_MARKER: DB = BENCH MARK DISK
 KY0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0510_STAMPING: F 206 1957
 KY0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0510+STABILITY: SURFACE MOTION
 KY0510
 KY0510  HISTORY     - Date     Condition        Report By
 KY0510  HISTORY     - 1957     MONUMENTED       CGS
 KY0510
 KY0510                          STATION DESCRIPTION
 KY0510
 KY0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0510'2.2 MI SW FROM LAGONDA.
 KY0510'ABOUT 1.1 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE SCHOOL AT
 KY0510'LAGONDA, THENCE ABOUT 1.05 MILES WEST ALONG A BLACK TOP ROAD,
 KY0510'ABOUT 60 YARDS WEST OF A LARGE BARN AND SILO, 22 FEET NORTH OF
 KY0510'CENTER LINE OF BLACK TOP ROAD, 1 1/2 FEET SOUTH OF A FENCE LINE,
 KY0510'43 1/2 FEET EAST OF A PIPE LINE MARKER POST, 46 FEET EAST OF EAST
 KY0510'END OF A RIGHT ANGLE SHAPED STONE HEAD WALL FOR A 15-INCH PIPE
 KY0510'CULVERT UNDER ROAD, 37 1/2 FEET EAST OF CENTER OF A PASTURE GATE,
 KY0510'2 FEET WEST OF A CONCRETE WITNESS POST, ABOUT 1 FOOT BELOW LEVEL
 KY0510'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 KY0510'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0599 ***********************************************************************
 KY0599  DESIGNATION -  F 207
 KY0599  PID         -  KY0599
 KY0599  STATE/COUNTY-  PA/WASHINGTON
 KY0599  USGS QUAD   -  PROSPERITY (1977)
 KY0599
 KY0599                         *CURRENT SURVEY CONTROL
 KY0599  ___________________________________________________________________
 KY0599* NAD 83(1986)-  40 03 23.     (N)    080 22 15.     (W)     SCALED    
 KY0599* NAVD 88     -       370.379  (meters)    1215.15   (feet)  ADJUSTED  
 KY0599  ___________________________________________________________________
 KY0599  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 KY0599  DYNAMIC HT  -         370.167 (meters)    1214.46  (feet)  COMP
 KY0599  MODELED GRAV-     980,043.4   (mgal)                       NAVD 88
 KY0599
 KY0599  VERT ORDER  -  SECOND    CLASS 0
 KY0599
 KY0599.The horizontal coordinates were scaled from a topographic map and have
 KY0599.an estimated accuracy of +/- 6 seconds.
 KY0599
 KY0599.The orthometric height was determined by differential leveling
 KY0599.and adjusted by the National Geodetic Survey in June 1991..
 KY0599
 KY0599.The geoid height was determined by GEOID03.
 KY0599
 KY0599.The dynamic height is computed by dividing the NAVD 88
 KY0599.geopotential number by the normal gravity value computed on the
 KY0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0599.degrees latitude (g = 980.6199 gals.).
 KY0599
 KY0599.The modeled gravity was interpolated from observed gravity values.
 KY0599
 KY0599;                    North         East    Units  Estimated Accuracy
 KY0599;SPC PA S     -    83,600.      376,420.      MT  (+/- 180 meters Scaled)
 KY0599
 KY0599                          SUPERSEDED SURVEY CONTROL
 KY0599
 KY0599  NGVD 29 (??/??/92)  370.518  (m)         1215.61   (f) ADJ UNCH    2 0
 KY0599
 KY0599.Superseded values are not recommended for survey control.
 KY0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0599.See file dsdata.txt to determine how the superseded data were derived.
 KY0599
 KY0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE536342(NAD 83)
 KY0599_MARKER: DB = BENCH MARK DISK
 KY0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0599_STAMPING: F 207 1957
 KY0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0599+STABILITY: SURFACE MOTION
 KY0599
 KY0599  HISTORY     - Date     Condition        Report By
 KY0599  HISTORY     - 1957     MONUMENTED       CGS
 KY0599
 KY0599                          STATION DESCRIPTION
 KY0599
 KY0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0599'6 MI NW FROM OLD CONCORD.
 KY0599'ABOUT 0.15 MILE NORTHEAST ALONG STATE HIGHWAY 18 FROM THE
 KY0599'CONCORD PRESBYTERIAN CHURCH AT OLD CONCORD, THENCE 2.35 MILES
 KY0599'NORTH ALONG A GRAVEL ROAD, THENCE 1.2 MILES SOUTHWEST ALONG A
 KY0599'BLACK TOP ROAD, THENCE 0.5 MILE NORTH ALONG A BLACK TOP ROAD,
 KY0599'THENCE ABOUT 1.15 MILES NORTH-NORTHWEST ALONG A GRAVEL ROAD,
 KY0599'THENCE 0.2 MILE WEST ALONG GRAVEL ROAD, THENCE 0.45 MILE NORTHWEST
 KY0599'ALONG GRAVEL ROAD, ABOUT 0.8 MILE SOUTHEAST OF JUNCTION OF A
 KY0599'GRAVEL ROAD FOLLOWING TEMPLETON FORK, 0.35 MILE SOUTHEAST OF
 KY0599'THE TOP OF A GRADE, 16 FEET NORTH-NORTHEAST OF CENTER LINE OF
 KY0599'ROAD, 24 FEET NORTH OF CENTER OF JUNCTION OF A SMALL GRAVEL ROAD
 KY0599'LEADING WEST, 29 FEET EAST-SOUTHEAST OF A LARGE MULTIPLE TRUNK
 KY0599'WILLOW TREE, 28 FEET EAST OF NORTHEAST END OF A 24-INCH CORRUGATED
 KY0599'PIPE CULVERT UNDER ROAD LEADING NORTHEAST, 25 1/2 FEET WEST-NORTHWEST
 KY0599'OF A FENCE CORNER, 1 FOOT SOUTH-SOUTHWEST OF A FENCE LINE, 2 1/2
 KY0599'FEET WEST OF A CONCRETE WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL
 KY0599'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 KY0599'NOTE-- MARK IS REACHED FROM GOOD INTENT, WASHINGTON COUNTY, BY
 KY0599'GOING ABOUT 1.2 MILES NORTHEAST ALONG A BLACK TOP FOLLOWING
 KY0599'ROBINSON RUN FROM THE CHURCH AND SCHOOL, THENCE ABOUT 1.1 MILES
 KY0599'NORTHEAST AND EAST ALONG A GRAVEL ROAD, THENCE ABOUT 0.35 MILE
 KY0599'SOUTH ALONG A BLACK TOP ROAD, THENCE 1.5 MILES SOUTHEAST ALONG
 KY0599'A NARROW GRAVEL ROAD, THENCE 2.5 MILES NORTHEAST ALONG A GRAVEL
 KY0599'ROAD FOLLOWING TEMPLETON FORK, THENCE ABOUT 0.8 MILE SOUTHEAST
 KY0599'ALONG A GRAVEL ROAD.  MARK IS ALSO REACHED FROM LAGONDA, WASHINGTON
 KY0599'COUNTY, BY GOING 1.1 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE
 KY0599'SCHOOL, THENCE 2.05 MILES WEST ALONG A BLACK TOP ROAD, THENCE
 KY0599'1.85 MILES SOUTH ALONG STATE HIGHWAY 221, THENCE 0.7 MILE WEST
 KY0599'ALONG A BLACK TOP ROAD LEADING TO PLEASANT GROVE, THENCE 2.6
 KY0599'MILES WEST AND SOUTHWEST ALONG A ROAD LEADING OVER RIDGE INTO
 KY0599'TEMPLETON FORK, THENCE 0.8 MILE SOUTHEAST ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0391 ***********************************************************************
 KY0391  DESIGNATION -  F 208
 KY0391  PID         -  KY0391
 KY0391  STATE/COUNTY-  PA/ALLEGHENY
 KY0391  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0391
 KY0391                         *CURRENT SURVEY CONTROL
 KY0391  ___________________________________________________________________
 KY0391* NAD 83(1986)-  40 23 59.     (N)    080 06 15.     (W)     SCALED    
 KY0391* NAVD 88     -       240.426  (meters)     788.80   (feet)  ADJUSTED  
 KY0391  ___________________________________________________________________
 KY0391  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KY0391  DYNAMIC HT  -         240.301 (meters)     788.39  (feet)  COMP
 KY0391  MODELED GRAV-     980,101.3   (mgal)                       NAVD 88
 KY0391
 KY0391  VERT ORDER  -  SECOND    CLASS 0
 KY0391
 KY0391.The horizontal coordinates were scaled from a topographic map and have
 KY0391.an estimated accuracy of +/- 6 seconds.
 KY0391
 KY0391.The orthometric height was determined by differential leveling
 KY0391.and adjusted by the National Geodetic Survey in June 1991..
 KY0391
 KY0391.The geoid height was determined by GEOID03.
 KY0391
 KY0391.The dynamic height is computed by dividing the NAVD 88
 KY0391.geopotential number by the normal gravity value computed on the
 KY0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0391.degrees latitude (g = 980.6199 gals.).
 KY0391
 KY0391.The modeled gravity was interpolated from observed gravity values.
 KY0391
 KY0391;                    North         East    Units  Estimated Accuracy
 KY0391;SPC PA S     -   121,070.      400,180.      MT  (+/- 180 meters Scaled)
 KY0391
 KY0391                          SUPERSEDED SURVEY CONTROL
 KY0391
 KY0391  NGVD 29 (??/??/92)  240.577  (m)          789.29   (f) ADJ UNCH    2 0
 KY0391
 KY0391.Superseded values are not recommended for survey control.
 KY0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0391.See file dsdata.txt to determine how the superseded data were derived.
 KY0391
 KY0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE760725(NAD 83)
 KY0391_MARKER: DB = BENCH MARK DISK
 KY0391_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0391_SP_SET: BRIDGE
 KY0391_STAMPING: F 208 1960
 KY0391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY0391+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2005
 KY0391
 KY0391  HISTORY     - Date     Condition        Report By
 KY0391  HISTORY     - 1960     MONUMENTED       CGS
 KY0391  HISTORY     - 20050523 GOOD             BAKER
 KY0391
 KY0391                          STATION DESCRIPTION
 KY0391
 KY0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0391'1.1 MI SW FROM CARNEGIE.
 KY0391'ABOUT 1.1 MILES SOUTHWEST AND WEST ALONG THE PENNSYLVANIA
 KY0391'RAILROAD FROM THE STATION AT CARNEGIE, 39 FEET NORTH-NORTHWEST
 KY0391'OF THE NORTH-NORTHWEST RAIL OF THE NORTH TRACK AND ON THE
 KY0391'OUTSIDE OF A CURVE, IN TOP OF THE NORTHWEST END OF THE NORTHWEST
 KY0391'WINGWALL OF RAILROAD BRIDGE 9-43 ACROSS A CREEK, AND ABOUT 5
 KY0391'FEET BELOW THE LEVEL OF THE TRACK.
 KY0391
 KY0391                          STATION RECOVERY (2005)
 KY0391
 KY0391'RECOVERY NOTE BY M BAKER JR INCORPORATED 2005 (RP)
 KY0391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0778 ***********************************************************************
 JU0778  DESIGNATION -  F 209
 JU0778  PID         -  JU0778
 JU0778  STATE/COUNTY-  PA/DELAWARE
 JU0778  USGS QUAD   -  MARCUS HOOK (1993)
 JU0778
 JU0778                         *CURRENT SURVEY CONTROL
 JU0778  ___________________________________________________________________
 JU0778* NAD 83(1986)-  39 49 51.     (N)    075 23 43.     (W)     SCALED    
 JU0778* NAVD 88     -         7.644  (meters)      25.08   (feet)  ADJUSTED  
 JU0778  ___________________________________________________________________
 JU0778  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU0778  DYNAMIC HT  -           7.640 (meters)      25.07  (feet)  COMP
 JU0778  MODELED GRAV-     980,171.6   (mgal)                       NAVD 88
 JU0778  OBS GRAVITY -     980,171.3   (mgal)                       GRAV_OBS
 JU0778
 JU0778  VERT ORDER  -  FIRST     CLASS I
 JU0778
 JU0778.The horizontal coordinates were scaled from a topographic map and have
 JU0778.an estimated accuracy of +/- 6 seconds.
 JU0778
 JU0778.The orthometric height was determined by differential leveling
 JU0778.and adjusted by the National Geodetic Survey in June 1991..
 JU0778
 JU0778.The geoid height was determined by GEOID03.
 JU0778
 JU0778.The dynamic height is computed by dividing the NAVD 88
 JU0778.geopotential number by the normal gravity value computed on the
 JU0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0778.degrees latitude (g = 980.6199 gals.).
 JU0778
 JU0778.The modeled gravity was interpolated from observed gravity values.
 JU0778.The observed gravity was obtained from relative gravimeter ties
 JU0778.to the IGSN71 gravity network.
 JU0778
 JU0778;                    North         East    Units  Estimated Accuracy
 JU0778;SPC PA S     -    57,930.      801,550.      MT  (+/- 180 meters Scaled)
 JU0778
 JU0778                          SUPERSEDED SURVEY CONTROL
 JU0778
 JU0778  NGVD 29 (01/10/92)    7.926  (m)           26.00   (f) ADJUSTED    1 1
 JU0778
 JU0778.Superseded values are not recommended for survey control.
 JU0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0778.See file dsdata.txt to determine how the superseded data were derived.
 JU0778
 JU0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK661090(NAD 83)
 JU0778_MARKER: DB = BENCH MARK DISK
 JU0778_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU0778_SP_SET: 30.2 FEET
 JU0778_STAMPING: F 209 1963
 JU0778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0778
 JU0778  HISTORY     - Date     Condition        Report By
 JU0778  HISTORY     - 1963     MONUMENTED       CGS
 JU0778  HISTORY     - 1964     GOOD             CGS
 JU0778  HISTORY     - 1979     GOOD             NGS
 JU0778  HISTORY     - 1984     GOOD             USPSQD
 JU0778  HISTORY     - 1988     GOOD             LOCSUR
 JU0778  HISTORY     - 19980313 GOOD             USPSQD
 JU0778
 JU0778                          STATION DESCRIPTION
 JU0778
 JU0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0778'AT CHESTER.
 JU0778'AT CHESTER, ALONG W. 4TH STREET, AT THE INTERSECTION OF BOOTH
 JU0778'STREET (AT ABOUT THE LINE BETWEEN CHESTER AND TRAINER), 14 FEET
 JU0778'NORTHWEST OF NORTHWEST CURB OF W. 4TH STREET, 11.2 FEET SOUTHWEST
 JU0778'OF SOUTHWEST CURB OF BOOTH STREET, 9 1/2 FEET NORTH-NORTHWEST OF A
 JU0778'FIRE PLUG, 2.5 FEET SOUTH-SOUTHWEST OF A POST AT THE EAST CORNER
 JU0778'OF A PARKING LOT AT THE WEST CORNER OF THE INTERSECTION, 1.5 FEET
 JU0778'NORTHEAST OF A STEEL WITNESS POST, 1 1/2 FEET ABOVE LEVEL OF W.
 JU0778'4TH STREET, AND IS A DISK ON A COPPER COATED STEEL ROD PROJECTING
 JU0778'1 INCH ABOVE GROUND AND PROTECTED BY A 6-INCH TILE WHICH PROJECTS
 JU0778'4 INCHES.  ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 30.2 FEET.
 JU0778
 JU0778                          STATION RECOVERY (1979)
 JU0778
 JU0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0778'RECOVERED IN GOOD CONDITION.
 JU0778
 JU0778                          STATION RECOVERY (1984)
 JU0778
 JU0778'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0778''POST' AT EAST CORNER OF PARKING LOT IS BROKEN AT GROUND LEVEL. DISK
 JU0778'IS LEVEL WITH GROUND, NOT 1 INCH ABOVE.
 JU0778
 JU0778                          STATION RECOVERY (1988)
 JU0778
 JU0778'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (GD)
 JU0778'RECOVERED IN GOOD CONDITION.
 JU0778
 JU0778                          STATION RECOVERY (1998)
 JU0778
 JU0778'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU0778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0145 ***********************************************************************
 KX0145  DESIGNATION -  F 21
 KX0145  PID         -  KX0145
 KX0145  STATE/COUNTY-  PA/CLEARFIELD
 KX0145  USGS QUAD   -  WALLACETON (1993)
 KX0145
 KX0145                         *CURRENT SURVEY CONTROL
 KX0145  ___________________________________________________________________
 KX0145* NAD 83(1986)-  40 57 31.     (N)    078 17 21.     (W)     SCALED    
 KX0145* NAVD 88     -       524.538  (meters)    1720.92   (feet)  ADJUSTED  
 KX0145  ___________________________________________________________________
 KX0145  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KX0145  DYNAMIC HT  -         524.275 (meters)    1720.06  (feet)  COMP
 KX0145  MODELED GRAV-     980,105.9   (mgal)                       NAVD 88
 KX0145
 KX0145  VERT ORDER  -  FIRST     CLASS I
 KX0145
 KX0145.The horizontal coordinates were scaled from a topographic map and have
 KX0145.an estimated accuracy of +/- 6 seconds.
 KX0145
 KX0145.The orthometric height was determined by differential leveling
 KX0145.and adjusted by the National Geodetic Survey in June 1991..
 KX0145
 KX0145.The geoid height was determined by GEOID03.
 KX0145
 KX0145.The dynamic height is computed by dividing the NAVD 88
 KX0145.geopotential number by the normal gravity value computed on the
 KX0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0145.degrees latitude (g = 980.6199 gals.).
 KX0145
 KX0145.The modeled gravity was interpolated from observed gravity values.
 KX0145
 KX0145;                    North         East    Units  Estimated Accuracy
 KX0145;SPC PA N     -    88,090.      554,610.      MT  (+/- 180 meters Scaled)
 KX0145
 KX0145                          SUPERSEDED SURVEY CONTROL
 KX0145
 KX0145  NGVD 29 (??/??/92)  524.699  (m)         1721.45   (f) ADJ UNCH    1 1
 KX0145
 KX0145.Superseded values are not recommended for survey control.
 KX0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0145.See file dsdata.txt to determine how the superseded data were derived.
 KX0145
 KX0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF281377(NAD 83)
 KX0145_MARKER: DB = BENCH MARK DISK
 KX0145_SETTING: 0 = UNSPECIFIED SETTING
 KX0145_STAMPING: F 21 1934
 KX0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0145
 KX0145  HISTORY     - Date     Condition        Report By
 KX0145  HISTORY     - 1934     MONUMENTED       CGS
 KX0145  HISTORY     - 1966     GOOD             NGS
 KX0145
 KX0145                          STATION DESCRIPTION
 KX0145
 KX0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0145'6 MI NW FROM PHILIPSBURG.
 KX0145'ABOUT 6.0 MILES NORTHWEST ALONG THE CLEARFIELD BRANCH OF THE
 KX0145'PENNSYLVANIA RAILROAD FROM THE FREIGHT STATION AT PHILIPSBURG,
 KX0145'AT THE SMALL COMMUNITY OF WALLACETON, ABOUT MIDWAY BETWEEN
 KX0145'MILEPOST NUMBER 29 AND 30, 126 FEET NORTHEAST OF THE NORTHEAST
 KX0145'CORNER OF THE BRUCE SHAW RESIDENCE, 167 FEET SOUTHWEST OF
 KX0145'BENCH MARK G 21, 45 1/2 FEET WEST OF THE WEST RAIL OF THE
 KX0145'MAIN LINE TRACKS OF THE PENNSYLVANIA RAILROAD, 54 FEET SOUTHWEST
 KX0145'OF THE CROSSING OF THE RAILROAD AND A DIRT ROAD, 23 FEET SOUTH
 KX0145'OF THE CENTER LINE OF THE DIRT ROAD, 8 FEET SOUTH OF POWER POLE
 KX0145'NUMBER SBF-281, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS, AND
 KX0145'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2702 ***********************************************************************
 KW2702  DESIGNATION -  F 213
 KW2702  PID         -  KW2702
 KW2702  STATE/COUNTY-  PA/SCHUYLKILL
 KW2702  USGS QUAD   -  POTTSVILLE (1994)
 KW2702
 KW2702                         *CURRENT SURVEY CONTROL
 KW2702  ___________________________________________________________________
 KW2702* NAD 83(1986)-  40 42 02.     (N)    076 10 29.     (W)     SCALED    
 KW2702* NAVD 88     -       197.785  (meters)     648.90   (feet)  ADJUSTED  
 KW2702  ___________________________________________________________________
 KW2702  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KW2702  DYNAMIC HT  -         197.689 (meters)     648.58  (feet)  COMP
 KW2702  MODELED GRAV-     980,134.3   (mgal)                       NAVD 88
 KW2702
 KW2702  VERT ORDER  -  SECOND    CLASS I
 KW2702
 KW2702.The horizontal coordinates were scaled from a topographic map and have
 KW2702.an estimated accuracy of +/- 6 seconds.
 KW2702
 KW2702.The orthometric height was determined by differential leveling
 KW2702.and adjusted by the National Geodetic Survey in June 1991..
 KW2702
 KW2702.The geoid height was determined by GEOID03.
 KW2702
 KW2702.The dynamic height is computed by dividing the NAVD 88
 KW2702.geopotential number by the normal gravity value computed on the
 KW2702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2702.degrees latitude (g = 980.6199 gals.).
 KW2702
 KW2702.The modeled gravity was interpolated from observed gravity values.
 KW2702
 KW2702;                    North         East    Units  Estimated Accuracy
 KW2702;SPC PA S     -   153,000.      733,120.      MT  (+/- 180 meters Scaled)
 KW2702
 KW2702                          SUPERSEDED SURVEY CONTROL
 KW2702
 KW2702  NGVD 29 (??/??/??)  197.998  (m)          649.60   (f) ADJUSTED    2 1
 KW2702
 KW2702.Superseded values are not recommended for survey control.
 KW2702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2702.See file dsdata.txt to determine how the superseded data were derived.
 KW2702
 KW2702_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL007061(NAD 83)
 KW2702_MARKER: DB = BENCH MARK DISK
 KW2702_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2702_SP_SET: OVERPASS
 KW2702_STAMPING: F 213 1975
 KW2702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2702
 KW2702  HISTORY     - Date     Condition        Report By
 KW2702  HISTORY     - 1975     MONUMENTED       NGS
 KW2702  HISTORY     - 19970209 GOOD             USPSQD
 KW2702
 KW2702                          STATION DESCRIPTION
 KW2702
 KW2702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 KW2702'1.20 MI S FROM ST CLAIR.
 KW2702'1.20 MILES SOUTH ALONG THE READING COMPANY RAILWAY FROM STATE HIGHWAY
 KW2702'61 OVERPASS AT ST. CLAIR, SET VERTICALLY NEAR THE CENTER OF THE EAST
 KW2702'RETAINING WALL OF THE PIKE STREET OVERPASS, 6.1 FEET EAST OF THE EAST
 KW2702'RAIL OF THE MAIN TRACK AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 KW2702'GROUND.
 KW2702
 KW2702                          STATION RECOVERY (1997)
 KW2702
 KW2702'RECOVERY NOTE BY US POWER SQUADRON 1997
 KW2702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0689 ***********************************************************************
 KX0689  DESIGNATION -  F 22
 KX0689  PID         -  KX0689
 KX0689  STATE/COUNTY-  PA/INDIANA
 KX0689  USGS QUAD   -  MC GEES MILLS (1994)
 KX0689
 KX0689                         *CURRENT SURVEY CONTROL
 KX0689  ___________________________________________________________________
 KX0689* NAD 83(1986)-  40 54 51.     (N)    078 49 24.     (W)     SCALED    
 KX0689* NAVD 88     -       626.286  (meters)    2054.74   (feet)  ADJUSTED  
 KX0689  ___________________________________________________________________
 KX0689  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KX0689  DYNAMIC HT  -         625.973 (meters)    2053.71  (feet)  COMP
 KX0689  MODELED GRAV-     980,102.2   (mgal)                       NAVD 88
 KX0689
 KX0689  VERT ORDER  -  SECOND    CLASS 0
 KX0689
 KX0689.The horizontal coordinates were scaled from a topographic map and have
 KX0689.an estimated accuracy of +/- 6 seconds.
 KX0689
 KX0689.The orthometric height was determined by differential leveling
 KX0689.and adjusted by the National Geodetic Survey in June 1991..
 KX0689
 KX0689.The geoid height was determined by GEOID03.
 KX0689
 KX0689.The dynamic height is computed by dividing the NAVD 88
 KX0689.geopotential number by the normal gravity value computed on the
 KX0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0689.degrees latitude (g = 980.6199 gals.).
 KX0689
 KX0689.The modeled gravity was interpolated from observed gravity values.
 KX0689
 KX0689;                    North         East    Units  Estimated Accuracy
 KX0689;SPC PA S     -   176,080.      509,580.      MT  (+/- 180 meters Scaled)
 KX0689
 KX0689                          SUPERSEDED SURVEY CONTROL
 KX0689
 KX0689  NGVD 29 (??/??/92)  626.44   (m)         2055.2    (f) COMPUTED    2 0
 KX0689
 KX0689.Superseded values are not recommended for survey control.
 KX0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0689.See file dsdata.txt to determine how the superseded data were derived.
 KX0689
 KX0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF833315(NAD 83)
 KX0689_MARKER: DB = BENCH MARK DISK
 KX0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0689_STAMPING: F 22 1934
 KX0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0689+STABILITY: SURFACE MOTION
 KX0689
 KX0689  HISTORY     - Date     Condition        Report By
 KX0689  HISTORY     - 1934     MONUMENTED       CGS
 KX0689  HISTORY     - 1967     MARK NOT FOUND   NGS
 KX0689
 KX0689                          STATION DESCRIPTION
 KX0689
 KX0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KX0689'4.5 MI W FROM MC GEES MILLS.
 KX0689'IN INDIANA COUNTY, 4.5 MILES WEST ALONG STATE HIGHWAY 36 FROM
 KX0689'MC GEES MILLS, CLEARFIELD COUNTY, 8 FEET EAST OF HIGHWAY STATION
 KX0689'340+00, ABOUT 170 YARDS EAST OF A WHITE FRAME COUNTRY CHURCH,
 KX0689'ABOUT 150 YARDS SOUTH OF A COAL MINE, 12 FEET EAST OF AN
 KX0689'18-INCH CULVERT, 16 FEET NORTH OF THE CENTERLINE OF THE
 KX0689'HIGHWAY, AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 KX0689'DISK, STAMPED F 22 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KX0689
 KX0689                          STATION RECOVERY (1967)
 KX0689
 KX0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KX0689'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1080 ***********************************************************************
 MA1080  DESIGNATION -  F 221
 MA1080  PID         -  MA1080
 MA1080  STATE/COUNTY-  PA/CLARION
 MA1080  USGS QUAD   -  CLARION (1981)
 MA1080
 MA1080                         *CURRENT SURVEY CONTROL
 MA1080  ___________________________________________________________________
 MA1080* NAD 83(1986)-  41 11 31.     (N)    079 23 35.     (W)     SCALED    
 MA1080* NAVD 88     -       442.133  (meters)    1450.56   (feet)  ADJUSTED  
 MA1080  ___________________________________________________________________
 MA1080  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MA1080  DYNAMIC HT  -         441.926 (meters)    1449.89  (feet)  COMP
 MA1080  MODELED GRAV-     980,141.3   (mgal)                       NAVD 88
 MA1080
 MA1080  VERT ORDER  -  SECOND    CLASS 0
 MA1080
 MA1080.The horizontal coordinates were scaled from a topographic map and have
 MA1080.an estimated accuracy of +/- 6 seconds.
 MA1080
 MA1080.The orthometric height was determined by differential leveling
 MA1080.and adjusted by the National Geodetic Survey in June 1991..
 MA1080
 MA1080.The geoid height was determined by GEOID03.
 MA1080
 MA1080.The dynamic height is computed by dividing the NAVD 88
 MA1080.geopotential number by the normal gravity value computed on the
 MA1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1080.degrees latitude (g = 980.6199 gals.).
 MA1080
 MA1080.The modeled gravity was interpolated from observed gravity values.
 MA1080
 MA1080;                    North         East    Units  Estimated Accuracy
 MA1080;SPC PA N     -   115,170.      462,180.      MT  (+/- 180 meters Scaled)
 MA1080
 MA1080                          SUPERSEDED SURVEY CONTROL
 MA1080
 MA1080  NGVD 29 (??/??/92)  442.290  (m)         1451.08   (f) ADJ UNCH    2 0
 MA1080
 MA1080.Superseded values are not recommended for survey control.
 MA1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1080.See file dsdata.txt to determine how the superseded data were derived.
 MA1080
 MA1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF347613(NAD 83)
 MA1080_MARKER: DB = BENCH MARK DISK
 MA1080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1080_SP_SET: DRAINAGE BASIN
 MA1080_STAMPING: F 221 1958
 MA1080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1080
 MA1080  HISTORY     - Date     Condition        Report By
 MA1080  HISTORY     - 1958     MONUMENTED       CGS
 MA1080  HISTORY     - 1976     GOOD             PADT
 MA1080
 MA1080                          STATION DESCRIPTION
 MA1080
 MA1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA1080'0.9 MI N FROM WILLIAMSBURG.
 MA1080'ABOUT 0.9 MILE NORTH ALONG STATE HIGHWAY 68 FROM THE T-ROAD
 MA1080'JUNCTION AT WILLIAMSBURG, 1.55 MILES SOUTH ALONG STATE HIGHWAY
 MA1080'68 FROM THE COURTHOUSE IN CLARION.  IN THE CONCRETE HEADWALL OF
 MA1080'A DRAINAGE BASIN, 21.5 FEET EAST OF CENTER LINE OF THE HIGHWAY,
 MA1080'37.0 FEET SOUTH OF CENTER OF DRIVEWAY TO FARM HOUSE AND 81.0 FEET
 MA1080'WEST OF SOUTHWEST CORNER OF A 2-STORIED HOUSE.
 MA1080
 MA1080                          STATION RECOVERY (1976)
 MA1080
 MA1080'RECOVERY NOTE BY PA DEPT OF TRANSP 1976
 MA1080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1335 ***********************************************************************
 MA1335  DESIGNATION -  F 222
 MA1335  PID         -  MA1335
 MA1335  STATE/COUNTY-  PA/VENANGO
 MA1335  USGS QUAD   -  EAU CLAIRE (1979)
 MA1335
 MA1335                         *CURRENT SURVEY CONTROL
 MA1335  ___________________________________________________________________
 MA1335* NAD 83(1992)-  41 11 51.31610(N)    079 47 41.17062(W)     ADJUSTED  
 MA1335* NAVD 88     -       410.479  (meters)    1346.71   (feet)  ADJUSTED  
 MA1335  ___________________________________________________________________
 MA1335  X           -     851,580.793 (meters)                     COMP
 MA1335  Y           -  -4,730,409.328 (meters)                     COMP
 MA1335  Z           -   4,179,207.452 (meters)                     COMP
 MA1335  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 MA1335  ELLIP HEIGHT-         376.99  (meters)          (06/21/02) GPS OBS
 MA1335  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MA1335  DYNAMIC HT  -         410.288 (meters)    1346.09  (feet)  COMP
 MA1335  MODELED GRAV-     980,146.1   (mgal)                       NAVD 88
 MA1335
 MA1335  HORZ ORDER  -  THIRD
 MA1335  VERT ORDER  -  SECOND    CLASS 0
 MA1335  ELLP ORDER  -  FOURTH    CLASS I
 MA1335
 MA1335.The horizontal coordinates were established by GPS observations
 MA1335.and adjusted by the National Geodetic Survey in June 2002..
 MA1335
 MA1335.The orthometric height was determined by differential leveling
 MA1335.and adjusted by the National Geodetic Survey in June 1991..
 MA1335
 MA1335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MA1335
 MA1335.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1335
 MA1335.The ellipsoidal height was determined by GPS observations
 MA1335.and is referenced to NAD 83.
 MA1335
 MA1335.The geoid height was determined by GEOID03.
 MA1335
 MA1335.The dynamic height is computed by dividing the NAVD 88
 MA1335.geopotential number by the normal gravity value computed on the
 MA1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1335.degrees latitude (g = 980.6199 gals.).
 MA1335
 MA1335.The modeled gravity was interpolated from observed gravity values.
 MA1335
 MA1335;                    North         East     Units Scale Factor Converg.
 MA1335;SPC PA N     -   116,512.002   428,499.795   MT  0.99996416   -1 21 09.7
 MA1335;SPC PA N     -   382,256.46  1,405,836.41   sFT  0.99996416   -1 21 09.7
 MA1335;UTM  17      - 4,561,391.706   601,059.419   MT  0.99972569   +0 47 38.0
 MA1335
 MA1335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1335!SPC PA N     -   0.99994087  x   0.99996416  =   0.99990503
 MA1335!UTM  17      -   0.99994087  x   0.99972569  =   0.99966658
 MA1335
 MA1335                          SUPERSEDED SURVEY CONTROL
 MA1335
 MA1335  NAD 83(1995)-  41 11 51.31649(N)    079 47 41.17141(W) AD(       ) 3
 MA1335  NAD 83(1986)-  41 11 51.32233(N)    079 47 41.17468(W) AD(       ) 3
 MA1335  NGVD 29 (??/??/92)  410.642  (m)         1347.25   (f) ADJ UNCH    2 0
 MA1335
 MA1335.Superseded values are not recommended for survey control.
 MA1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1335.See file dsdata.txt to determine how the superseded data were derived.
 MA1335
 MA1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF0105961392(NAD 83)
 MA1335_MARKER: DB = BENCH MARK DISK
 MA1335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1335_SP_SET: CATCH BASIN
 MA1335_STAMPING: F 222 1958
 MA1335_MARK LOGO: CGS   
 MA1335_MAGNETIC: N = NO MAGNETIC MATERIAL
 MA1335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA1335+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1988
 MA1335
 MA1335  HISTORY     - Date     Condition        Report By
 MA1335  HISTORY     - 1958     MONUMENTED       CGS
 MA1335  HISTORY     - 19880913 GOOD             NGS
 MA1335
 MA1335                          STATION DESCRIPTION
 MA1335
 MA1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA1335'5.2 MI W FROM EMLENTON.
 MA1335'ABOUT 1.45 MILES WESTERLY ALONG STATE HIGHWAY 28 FROM BRIDGE
 MA1335'OVER THE ALLEGHENY RIVER AT EMLENTON, THENCE WESTERLY ALONG
 MA1335'HIGHWAY 208 FOR 3.7 MILES, ABOUT 4.25 MILES EAST FROM THE
 MA1335'CROSSROAD IN CLINTONVILLE.  AT THE CROSSROAD IN SMALL SETTLEMENT
 MA1335'OF LISBON, IN THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF A
 MA1335'CONCRETE CATCH BASIN FOR DRAINAGE ACROSS THE ROAD, 28.0 FEET
 MA1335'NORTHEAST OF CENTER OF THE CROSSROAD AND ABOUT 2.0 FEET HIGHER
 MA1335'THAN THE ROAD.
 MA1335
 MA1335                          STATION RECOVERY (1988)
 MA1335
 MA1335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 MA1335'THE STATION WAS RECOVERED IN GOOD CONDITION, A COMPLETE DESCRIPTION
 MA1335'FOLLOWS.
 MA1335'THE STATION IS LOCATED ABOUT 6.8 KM (4.25 MI) NORTH OF EAU CLAIRE, 6.7
 MA1335'KM (4.15 MI) EAST OF CLINTONVILLE, AND 1.4 KM (0.85 MI) NORTHWEST OF
 MA1335'SUTTON MILL.
 MA1335'OWNERSHIP--STATE OF PENNSYLVANIA.
 MA1335'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 208 AND 308
 MA1335'IN CLINTONVILLE, GO EAST ON HIGHWAY 208 FOR 6.7 KM (4.15 MI) TO A
 MA1335'CROSSROAD IN THE VILLAGE OF LISBON AND THE STATION ON THE LEFT IN THE
 MA1335'SOUTHEAST END OF THE HEADWALL OF A CATCH BASIN.
 MA1335'THE STATION MARK IS A STANDARD CGS DISK SET IN THE TOP OF THE
 MA1335'SOUTHEAST END OF A 0.6 BY 1.5 METER CONCRETE HEADWALL THAT IS 61 CM
 MA1335'ABOVE THE GROUND.  LOCATED 9.2 KM (5.70 MI) SOUTHEAST OF THE CENTER OF
 MA1335'STATE ROUTE 1007, 6.6 M (21.7 FT) NORTHEAST OF THE CENTERLINE OF THE
 MA1335'HIGHWAY, 6.9 M (22.6 FT) NORTHEAST OF UTILITY POLE NUMBER 96, AND 2.4
 MA1335'M (7.9 FT) SOUTH OF A MILEAGE INDICATOR SIGN.
 MA1335'DESCRIBED BY E.J. HANSMANN, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0380 ***********************************************************************
 MB0380  DESIGNATION -  F 223
 MB0380  PID         -  MB0380
 MB0380  STATE/COUNTY-  PA/MERCER
 MB0380  USGS QUAD   -  MERCER (1990)
 MB0380
 MB0380                         *CURRENT SURVEY CONTROL
 MB0380  ___________________________________________________________________
 MB0380* NAD 83(1986)-  41 11 34.     (N)    080 14 28.     (W)     SCALED    
 MB0380* NAVD 88     -       338.390  (meters)    1110.20   (feet)  ADJUSTED  
 MB0380  ___________________________________________________________________
 MB0380  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MB0380  DYNAMIC HT  -         338.237 (meters)    1109.70  (feet)  COMP
 MB0380  MODELED GRAV-     980,161.8   (mgal)                       NAVD 88
 MB0380
 MB0380  VERT ORDER  -  SECOND    CLASS 0
 MB0380
 MB0380.The horizontal coordinates were scaled from a topographic map and have
 MB0380.an estimated accuracy of +/- 6 seconds.
 MB0380
 MB0380.The orthometric height was determined by differential leveling
 MB0380.and adjusted by the National Geodetic Survey in June 1991..
 MB0380
 MB0380.The geoid height was determined by GEOID03.
 MB0380
 MB0380.The dynamic height is computed by dividing the NAVD 88
 MB0380.geopotential number by the normal gravity value computed on the
 MB0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0380.degrees latitude (g = 980.6199 gals.).
 MB0380
 MB0380.The modeled gravity was interpolated from observed gravity values.
 MB0380
 MB0380;                    North         East    Units  Estimated Accuracy
 MB0380;SPC PA N     -   116,960.      391,060.      MT  (+/- 180 meters Scaled)
 MB0380
 MB0380                          SUPERSEDED SURVEY CONTROL
 MB0380
 MB0380  NGVD 29 (??/??/92)  338.542  (m)         1110.70   (f) ADJ UNCH    2 0
 MB0380
 MB0380.Superseded values are not recommended for survey control.
 MB0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0380.See file dsdata.txt to determine how the superseded data were derived.
 MB0380
 MB0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF636604(NAD 83)
 MB0380_MARKER: DB = BENCH MARK DISK
 MB0380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0380_SP_SET: CULVERT
 MB0380_STAMPING: F 223 1958
 MB0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0380
 MB0380  HISTORY     - Date     Condition        Report By
 MB0380  HISTORY     - 1958     MONUMENTED       CGS
 MB0380
 MB0380                          STATION DESCRIPTION
 MB0380
 MB0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MB0380'4.1 MI S FROM MERCER.
 MB0380'ABOUT 3.0 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MB0380'STATION AT MERCER, THENCE SOUTHERLY ALONG A PAVED ROAD FOR 0.1
 MB0380'MILE, THENCE WEST ON A GRAVELED ROAD FOR 0.7 MILE TO JUNCTION OF
 MB0380'U.S. HIGHWAY 19, THENCE NORTH ON HIGHWAY 19 FOR 0.3 MILE.  IT
 MB0380'IS IN THE CENTER OF THE EAST HEADWALL OF A CONCRETE CULVERT, 24.0
 MB0380'FEET EAST OF CENTER LINE OF THE HIGHWAY, 59.0 FEET NORTHEAST OF
 MB0380'CENTER OF THE T-ROAD JUNCTION AND ABOUT 2.0 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1293 ***********************************************************************
 LY1293  DESIGNATION -  F 224
 LY1293  PID         -  LY1293
 LY1293  STATE/COUNTY-  PA/MONROE
 LY1293  USGS QUAD   -  MOUNT POCONO (1992)
 LY1293
 LY1293                         *CURRENT SURVEY CONTROL
 LY1293  ___________________________________________________________________
 LY1293* NAD 83(1986)-  41 04 22.     (N)    075 21 50.     (W)     SCALED    
 LY1293* NAVD 88     -       516.094  (meters)    1693.22   (feet)  ADJUSTED  
 LY1293  ___________________________________________________________________
 LY1293  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 LY1293  DYNAMIC HT  -         515.838 (meters)    1692.38  (feet)  COMP
 LY1293  MODELED GRAV-     980,111.0   (mgal)                       NAVD 88
 LY1293
 LY1293  VERT ORDER  -  SECOND    CLASS 0
 LY1293
 LY1293.The horizontal coordinates were scaled from a topographic map and have
 LY1293.an estimated accuracy of +/- 6 seconds.
 LY1293
 LY1293.The orthometric height was determined by differential leveling
 LY1293.and adjusted by the National Geodetic Survey in June 1991..
 LY1293
 LY1293.The geoid height was determined by GEOID03.
 LY1293
 LY1293.The dynamic height is computed by dividing the NAVD 88
 LY1293.geopotential number by the normal gravity value computed on the
 LY1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1293.degrees latitude (g = 980.6199 gals.).
 LY1293
 LY1293.The modeled gravity was interpolated from observed gravity values.
 LY1293
 LY1293;                    North         East    Units  Estimated Accuracy
 LY1293;SPC PA N     -   103,390.      800,510.      MT  (+/- 180 meters Scaled)
 LY1293
 LY1293                          SUPERSEDED SURVEY CONTROL
 LY1293
 LY1293  NGVD 29 (??/??/92)  516.272  (m)         1693.80   (f) ADJ UNCH    2 0
 LY1293
 LY1293.Superseded values are not recommended for survey control.
 LY1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1293.See file dsdata.txt to determine how the superseded data were derived.
 LY1293
 LY1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL694469(NAD 83)
 LY1293_MARKER: DB = BENCH MARK DISK
 LY1293_SETTING: 66 = SET IN ROCK OUTCROP
 LY1293_SP_SET: ROCK CUT
 LY1293_STAMPING: F 224 1958
 LY1293_MARK LOGO: NGS   
 LY1293_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LY1293_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY1293+STABILITY: POSITION/ELEVATION WELL
 LY1293
 LY1293  HISTORY     - Date     Condition        Report By
 LY1293  HISTORY     - 1958     MONUMENTED       CGS
 LY1293  HISTORY     - 19990801 GOOD             PADT
 LY1293
 LY1293                          STATION DESCRIPTION
 LY1293
 LY1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LY1293'3.8 MI NW FROM TANNERSVILLE.
 LY1293'3.75 MILE NORTH WEST ALONG COUNTY ROAD 45024 FROM THE SCHOOL
 LY1293'HOUSE AT TANNERSVILLE IN THE EAST FACE OF A ROCK CUT, 138 FEET
 LY1293'NORTH OF THE SOUTH END OF THE CUT, 22 FEET WEST OF THE CENTERLINE
 LY1293'OF THE ROAD, 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 LY1293
 LY1293                          STATION RECOVERY (1999)
 LY1293
 LY1293'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (SQ)
 LY1293'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1484 ***********************************************************************
 LY1484  DESIGNATION -  F 225
 LY1484  PID         -  LY1484
 LY1484  STATE/COUNTY-  PA/MONROE
 LY1484  USGS QUAD   -  BLAKESLEE (1992)
 LY1484
 LY1484                         *CURRENT SURVEY CONTROL
 LY1484  ___________________________________________________________________
 LY1484* NAD 83(1986)-  41 03 29.     (N)    075 31 08.     (W)     SCALED    
 LY1484* NAVD 88     -       565.671  (meters)    1855.87   (feet)  ADJUSTED  
 LY1484  ___________________________________________________________________
 LY1484  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 LY1484  DYNAMIC HT  -         565.384 (meters)    1854.93  (feet)  COMP
 LY1484  MODELED GRAV-     980,098.6   (mgal)                       NAVD 88
 LY1484
 LY1484  VERT ORDER  -  SECOND    CLASS 0
 LY1484
 LY1484.The horizontal coordinates were scaled from a topographic map and have
 LY1484.an estimated accuracy of +/- 6 seconds.
 LY1484
 LY1484.The orthometric height was determined by differential leveling
 LY1484.and adjusted by the National Geodetic Survey in June 1991..
 LY1484
 LY1484.The geoid height was determined by GEOID03.
 LY1484
 LY1484.The dynamic height is computed by dividing the NAVD 88
 LY1484.geopotential number by the normal gravity value computed on the
 LY1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1484.degrees latitude (g = 980.6199 gals.).
 LY1484
 LY1484.The modeled gravity was interpolated from observed gravity values.
 LY1484
 LY1484;                    North         East    Units  Estimated Accuracy
 LY1484;SPC PA N     -   101,410.      787,530.      MT  (+/- 180 meters Scaled)
 LY1484
 LY1484                          SUPERSEDED SURVEY CONTROL
 LY1484
 LY1484  NGVD 29 (??/??/92)  565.853  (m)         1856.47   (f) ADJ UNCH    2 0
 LY1484
 LY1484.Superseded values are not recommended for survey control.
 LY1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1484.See file dsdata.txt to determine how the superseded data were derived.
 LY1484
 LY1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL563453(NAD 83)
 LY1484_MARKER: DB = BENCH MARK DISK
 LY1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1484_STAMPING: F 225 1958
 LY1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1484+STABILITY: SURFACE MOTION
 LY1484
 LY1484  HISTORY     - Date     Condition        Report By
 LY1484  HISTORY     - 1958     MONUMENTED       CGS
 LY1484  HISTORY     - 20030707 MARK NOT FOUND   PADT
 LY1484
 LY1484                          STATION DESCRIPTION
 LY1484
 LY1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LY1484'4 MI SE FROM BLAKESLEE CORNER.
 LY1484'LOCATED 3.40 MILE SOUTH EAST ALONG STATE HIGHWAY 115 FROM THE
 LY1484'JUNCTION OF STATE HIGHWAYS 115 AND 940, THENCE 0.65 MILE NORTH
 LY1484'EAST ALONG COUNTY ROAD NO. 45040 AT THE SOUTH WEST END OF A FIELD
 LY1484'CLEARING, 48 FEET SOUTH EAST AND ACROSS THE ROAD FROM TELEPHONE POLE
 LY1484'NO. 95, 8 FEET NORTH EAST OF A 1 FOOT OAK TREE, 10 FEET SOUTH WEST
 LY1484'OF A 3 FOOT OAK TREE, 21 FEET SOUTH EAST OF THE CENTERLINE OF THE
 LY1484'ROAD AND ABOUT LEVEL WITH THE ROAD.
 LY1484
 LY1484                          STATION RECOVERY (2003)
 LY1484
 LY1484'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 LY1484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1565 ***********************************************************************
 KW1565  DESIGNATION -  F 226
 KW1565  PID         -  KW1565
 KW1565  STATE/COUNTY-  PA/MONTOUR
 KW1565  USGS QUAD   -  RIVERSIDE (1984)
 KW1565
 KW1565                         *CURRENT SURVEY CONTROL
 KW1565  ___________________________________________________________________
 KW1565* NAD 83(1986)-  40 59 40.     (N)    076 38 27.     (W)     SCALED    
 KW1565* NAVD 88     -       153.925  (meters)     505.00   (feet)  ADJUSTED  
 KW1565  ___________________________________________________________________
 KW1565  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KW1565  DYNAMIC HT  -         153.859 (meters)     504.79  (feet)  COMP
 KW1565  MODELED GRAV-     980,189.9   (mgal)                       NAVD 88
 KW1565
 KW1565  VERT ORDER  -  SECOND    CLASS 0
 KW1565
 KW1565.The horizontal coordinates were scaled from a topographic map and have
 KW1565.an estimated accuracy of +/- 6 seconds.
 KW1565
 KW1565.The orthometric height was determined by differential leveling
 KW1565.and adjusted by the National Geodetic Survey in June 1991..
 KW1565
 KW1565.The geoid height was determined by GEOID03.
 KW1565
 KW1565.The dynamic height is computed by dividing the NAVD 88
 KW1565.geopotential number by the normal gravity value computed on the
 KW1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1565.degrees latitude (g = 980.6199 gals.).
 KW1565
 KW1565.The modeled gravity was interpolated from observed gravity values.
 KW1565
 KW1565;                    North         East    Units  Estimated Accuracy
 KW1565;SPC PA N     -    92,530.      693,320.      MT  (+/- 180 meters Scaled)
 KW1565
 KW1565                          SUPERSEDED SURVEY CONTROL
 KW1565
 KW1565  NGVD 29 (??/??/??)  154.153  (m)          505.75   (f) ADJUSTED    2 0
 KW1565
 KW1565.Superseded values are not recommended for survey control.
 KW1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1565.See file dsdata.txt to determine how the superseded data were derived.
 KW1565
 KW1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL619394(NAD 83)
 KW1565_MARKER: DB = BENCH MARK DISK
 KW1565_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1565_SP_SET: BRIDGE
 KW1565_STAMPING: F 226 1959
 KW1565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1565
 KW1565  HISTORY     - Date     Condition        Report By
 KW1565  HISTORY     - 1959     MONUMENTED       CGS
 KW1565  HISTORY     - 1987     GOOD             USPSQD
 KW1565  HISTORY     - 1989     GOOD             USPSQD
 KW1565
 KW1565                          STATION DESCRIPTION
 KW1565
 KW1565'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW1565'2.2 MI NW FROM DANVILLE.
 KW1565'2.25 MILE NORTHWEST ALONG STATE HIGHWAY NO 54 AND THE 1ST NATIONAL
 KW1565'BANK IN DANVILLE THENCE 0.05 MILE SOUTH ON A BLACKTOP ROAD, SET
 KW1565'IN TOP SOUTH END OF THE WEST BANISTER OF A 60 FOOT BRIDGE OVER A
 KW1565'CREEK, 12 FEET WEST OF THE CENTERLINE OF THE BLACKTOP ROAD, 85
 KW1565'FEET WEST OF THE CENTERLINE OF THE BLACKTOP ROAD WITH STATE HIGHWAY
 KW1565'54, 4 FEET ABOVE THE LEVEL OF THE BLACKTOP ROAD.
 KW1565
 KW1565                          STATION RECOVERY (1987)
 KW1565
 KW1565'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 KW1565'RECOVERED IN GOOD CONDITION.
 KW1565
 KW1565                          STATION RECOVERY (1989)
 KW1565
 KW1565'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0196 ***********************************************************************
 LZ0196  DESIGNATION -  F 227
 LZ0196  PID         -  LZ0196
 LZ0196  STATE/COUNTY-  PA/COLUMBIA
 LZ0196  USGS QUAD   -  BLOOMSBURG (1983)
 LZ0196
 LZ0196                         *CURRENT SURVEY CONTROL
 LZ0196  ___________________________________________________________________
 LZ0196* NAD 83(1986)-  41 01 35.     (N)    076 27 05.     (W)     SCALED    
 LZ0196* NAVD 88     -       160.226  (meters)     525.67   (feet)  ADJUSTED  
 LZ0196  ___________________________________________________________________
 LZ0196  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 LZ0196  DYNAMIC HT  -         160.159 (meters)     525.46  (feet)  COMP
 LZ0196  MODELED GRAV-     980,205.1   (mgal)                       NAVD 88
 LZ0196
 LZ0196  VERT ORDER  -  SECOND    CLASS 0
 LZ0196
 LZ0196.The horizontal coordinates were scaled from a topographic map and have
 LZ0196.an estimated accuracy of +/- 6 seconds.
 LZ0196
 LZ0196.The orthometric height was determined by differential leveling
 LZ0196.and adjusted by the National Geodetic Survey in June 1991..
 LZ0196
 LZ0196.The geoid height was determined by GEOID03.
 LZ0196
 LZ0196.The dynamic height is computed by dividing the NAVD 88
 LZ0196.geopotential number by the normal gravity value computed on the
 LZ0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0196.degrees latitude (g = 980.6199 gals.).
 LZ0196
 LZ0196.The modeled gravity was interpolated from observed gravity values.
 LZ0196
 LZ0196;                    North         East    Units  Estimated Accuracy
 LZ0196;SPC PA N     -    96,290.      709,210.      MT  (+/- 180 meters Scaled)
 LZ0196
 LZ0196                          SUPERSEDED SURVEY CONTROL
 LZ0196
 LZ0196  NGVD 29 (??/??/92)  160.446  (m)          526.40   (f) ADJ UNCH    2 0
 LZ0196
 LZ0196.Superseded values are not recommended for survey control.
 LZ0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0196.See file dsdata.txt to determine how the superseded data were derived.
 LZ0196
 LZ0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL779427(NAD 83)
 LZ0196_MARKER: DB = BENCH MARK DISK
 LZ0196_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0196_SP_SET: ABUTMENT
 LZ0196_STAMPING: F 227 1959
 LZ0196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0196
 LZ0196  HISTORY     - Date     Condition        Report By
 LZ0196  HISTORY     - 1959     MONUMENTED       CGS
 LZ0196  HISTORY     - 20050421 MARK NOT FOUND   PADT
 LZ0196
 LZ0196                          STATION DESCRIPTION
 LZ0196
 LZ0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LZ0196'3.6 MI NW FROM BLOOMSBURG.
 LZ0196'ABOUT 2 MILES NORTH WEST ALONG STATE HY. 42, FROM JUNCTION OF
 LZ0196'STATE HY. 42 AND U.S. 11 IN BLOOMSBURG, THENCE 0.10 MILE WEST
 LZ0196'ALONG BLACK TOP ROAD TO RAILROAD, THENCE 1.50 MILE EAST ALONG
 LZ0196'RAILROAD, SET IN TOP AND 1 FOOT SOUTH EAST OF THE NORTH WEST END
 LZ0196'OF THE SOUTH WEST ABUTMENT OF A STEEL RAILROAD BRIDGE OVER A
 LZ0196'RIVER, ACROSS RIVER FROM BLOOMSBURG SAND AND GRAVEL CO., 6 FEET
 LZ0196'NORTH WEST OF THE NEW RAILROAD, 1 FOOT BELOW THE LEVEL OF THE
 LZ0196'TRACK.
 LZ0196
 LZ0196                          STATION RECOVERY (2005)
 LZ0196
 LZ0196'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (JAG)
 LZ0196'DISK STEM STILL EXISTS, BUT DISK HAS BEEN TORN OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1531 ***********************************************************************
 LY1531  DESIGNATION -  F 228
 LY1531  PID         -  LY1531
 LY1531  STATE/COUNTY-  PA/LUZERNE
 LY1531  USGS QUAD   -  WHITE HAVEN (1997)
 LY1531
 LY1531                         *CURRENT SURVEY CONTROL
 LY1531  ___________________________________________________________________
 LY1531* NAD 83(1986)-  41 05 38.     (N)    075 49 08.     (W)     SCALED    
 LY1531* NAVD 88     -       355.708  (meters)    1167.02   (feet)  ADJUSTED  
 LY1531  ___________________________________________________________________
 LY1531  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 LY1531  DYNAMIC HT  -         355.543 (meters)    1166.48  (feet)  COMP
 LY1531  MODELED GRAV-     980,149.6   (mgal)                       NAVD 88
 LY1531
 LY1531  VERT ORDER  -  SECOND    CLASS 0
 LY1531
 LY1531.The horizontal coordinates were scaled from a topographic map and have
 LY1531.an estimated accuracy of +/- 6 seconds.
 LY1531
 LY1531.The orthometric height was determined by differential leveling
 LY1531.and adjusted by the National Geodetic Survey in June 1991..
 LY1531
 LY1531.The geoid height was determined by GEOID03.
 LY1531
 LY1531.The dynamic height is computed by dividing the NAVD 88
 LY1531.geopotential number by the normal gravity value computed on the
 LY1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1531.degrees latitude (g = 980.6199 gals.).
 LY1531
 LY1531.The modeled gravity was interpolated from observed gravity values.
 LY1531
 LY1531;                    North         East    Units  Estimated Accuracy
 LY1531;SPC PA N     -   104,780.      762,230.      MT  (+/- 180 meters Scaled)
 LY1531
 LY1531                          SUPERSEDED SURVEY CONTROL
 LY1531
 LY1531  NGVD 29 (??/??/92)  355.899  (m)         1167.65   (f) ADJ UNCH    2 0
 LY1531
 LY1531.Superseded values are not recommended for survey control.
 LY1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1531.See file dsdata.txt to determine how the superseded data were derived.
 LY1531
 LY1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL312495(NAD 83)
 LY1531_MARKER: DB = BENCH MARK DISK
 LY1531_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1531_SP_SET: BRIDGE
 LY1531_STAMPING: F 228 1959
 LY1531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1531
 LY1531  HISTORY     - Date     Condition        Report By
 LY1531  HISTORY     - 1959     MONUMENTED       CGS
 LY1531
 LY1531                          STATION DESCRIPTION
 LY1531
 LY1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1531'3.3 MI N FROM WHITE HAVEN.
 LY1531'3.3 MILE NORTH ALONG BLACKTOP ROAD NO. 40040 FROM THE SCHOOL
 LY1531'HOUSE AT WHITE HAVEN, SET IN TOP OF THE SOUTHWEST WINGWALL OF THE
 LY1531'SOUTH ABUTMENT OF A 15 FOOT BRIDGE OVER A CREEK, 18 FEET WEST OF
 LY1531'THE CENTERLINE OF THE BLACKTOP ROAD AND ABOUT LEVEL WITH THE
 LY1531'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1417 ***********************************************************************
 LY1417  DESIGNATION -  F 229
 LY1417  PID         -  LY1417
 LY1417  STATE/COUNTY-  PA/LUZERNE
 LY1417  USGS QUAD   -  WILKES-BARRE EAST (1964)
 LY1417
 LY1417                         *CURRENT SURVEY CONTROL
 LY1417  ___________________________________________________________________
 LY1417* NAD 83(1986)-  41 14 15.     (N)    075 49 57.     (W)     SCALED    
 LY1417* NAVD 88     -       318.060  (meters)    1043.50   (feet)  ADJUSTED  
 LY1417  ___________________________________________________________________
 LY1417  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 LY1417  DYNAMIC HT  -         317.924 (meters)    1043.06  (feet)  COMP
 LY1417  MODELED GRAV-     980,187.1   (mgal)                       NAVD 88
 LY1417
 LY1417  VERT ORDER  -  SECOND    CLASS 0
 LY1417
 LY1417.The horizontal coordinates were scaled from a topographic map and have
 LY1417.an estimated accuracy of +/- 6 seconds.
 LY1417
 LY1417.The orthometric height was determined by differential leveling
 LY1417.and adjusted by the National Geodetic Survey in June 1991..
 LY1417
 LY1417.The geoid height was determined by GEOID03.
 LY1417
 LY1417.The dynamic height is computed by dividing the NAVD 88
 LY1417.geopotential number by the normal gravity value computed on the
 LY1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1417.degrees latitude (g = 980.6199 gals.).
 LY1417
 LY1417.The modeled gravity was interpolated from observed gravity values.
 LY1417
 LY1417;                    North         East    Units  Estimated Accuracy
 LY1417;SPC PA N     -   120,700.      760,730.      MT  (+/- 180 meters Scaled)
 LY1417
 LY1417                          SUPERSEDED SURVEY CONTROL
 LY1417
 LY1417  NGVD 29 (??/??/92)  318.232  (m)         1044.07   (f) ADJ UNCH    2 0
 LY1417
 LY1417.Superseded values are not recommended for survey control.
 LY1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1417.See file dsdata.txt to determine how the superseded data were derived.
 LY1417
 LY1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL302654(NAD 83)
 LY1417_MARKER: DB = BENCH MARK DISK
 LY1417_SETTING: 66 = SET IN ROCK OUTCROP
 LY1417_SP_SET: ROCK LEDGE
 LY1417_STAMPING: F 229 1959
 LY1417_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY1417+STABILITY: POSITION/ELEVATION WELL
 LY1417
 LY1417  HISTORY     - Date     Condition        Report By
 LY1417  HISTORY     - 1959     MONUMENTED       CGS
 LY1417  HISTORY     - 19940330 MARK NOT FOUND   LOCENG
 LY1417
 LY1417                          STATION DESCRIPTION
 LY1417
 LY1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1417'1.6 MI SW FROM WILKES BARRE.
 LY1417'0.75 MILE WEST ON A BLACKTOP ROAD THENCE 0.30 MILE SOUTH WEST
 LY1417'ON STRIP MINE ROAD THENCE 0.50 MILE SOUTH ALONG THE NEW JERSEY
 LY1417'RAILROAD, SET IN TOP CENTER OF A ROCK LEDGE ON THE INSIDE OF
 LY1417'A CURVE (ONLY LEDGE IN VICINITY), 11 FEET WEST OF THE WEST RAIL,
 LY1417'ABOUT 3 FEET ABOVE THE TRACK.
 LY1417
 LY1417                          STATION RECOVERY (1994)
 LY1417
 LY1417'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLM)
 LY1417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1301 ***********************************************************************
 LZ1301  DESIGNATION -  F 23
 LZ1301  PID         -  LZ1301
 LZ1301  STATE/COUNTY-  PA/CENTRE
 LZ1301  USGS QUAD   -  SNOW SHOE (1996)
 LZ1301
 LZ1301                         *CURRENT SURVEY CONTROL
 LZ1301  ___________________________________________________________________
 LZ1301* NAD 83(1986)-  41 01 58.     (N)    077 59 27.     (W)     SCALED    
 LZ1301* NAVD 88     -       489.684  (meters)    1606.57   (feet)  ADJUSTED  
 LZ1301  ___________________________________________________________________
 LZ1301  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 LZ1301  DYNAMIC HT  -         489.437 (meters)    1605.76  (feet)  COMP
 LZ1301  MODELED GRAV-     980,105.7   (mgal)                       NAVD 88
 LZ1301
 LZ1301  VERT ORDER  -  SECOND    CLASS 0
 LZ1301
 LZ1301.The horizontal coordinates were scaled from a topographic map and have
 LZ1301.an estimated accuracy of +/- 6 seconds.
 LZ1301
 LZ1301.The orthometric height was determined by differential leveling
 LZ1301.and adjusted by the National Geodetic Survey in June 1991..
 LZ1301
 LZ1301.The geoid height was determined by GEOID03.
 LZ1301
 LZ1301.The dynamic height is computed by dividing the NAVD 88
 LZ1301.geopotential number by the normal gravity value computed on the
 LZ1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1301.degrees latitude (g = 980.6199 gals.).
 LZ1301
 LZ1301.The modeled gravity was interpolated from observed gravity values.
 LZ1301
 LZ1301;                    North         East    Units  Estimated Accuracy
 LZ1301;SPC PA N     -    96,210.      579,750.      MT  (+/- 180 meters Scaled)
 LZ1301
 LZ1301                          SUPERSEDED SURVEY CONTROL
 LZ1301
 LZ1301  NGVD 29 (??/??/92)  489.839  (m)         1607.08   (f) ADJ UNCH    2 0
 LZ1301
 LZ1301.Superseded values are not recommended for survey control.
 LZ1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1301.See file dsdata.txt to determine how the superseded data were derived.
 LZ1301
 LZ1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL485467(NAD 83)
 LZ1301_MARKER: DB = BENCH MARK DISK
 LZ1301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1301_SP_SET: BRIDGE
 LZ1301_STAMPING: F 23 1934
 LZ1301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1301
 LZ1301  HISTORY     - Date     Condition        Report By
 LZ1301  HISTORY     - 1934     MONUMENTED       CGS
 LZ1301  HISTORY     - 1959     GOOD             NGS
 LZ1301
 LZ1301                          STATION DESCRIPTION
 LZ1301
 LZ1301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LZ1301'2.3 MI NW FROM SNOW SHOE.
 LZ1301'ABOUT 2.3 MILE NORTH WEST ALONG STATE HY. 53 FROM THE METHODIST
 LZ1301'CHURCH IN SNOW SHOE, SET IN TOP CENTER OF THE NORTH WEST WINGWALL
 LZ1301'FOR THE NORTH EAST HEADWALL OF STATE HIGHWAY BRIDGE (NO. 193+12)
 LZ1301'(120 FEET LONG), 15 FEET NORTH WEST OF THE CENTERLINE OF THE
 LZ1301'HIGHWAY.  NOTE-- THE LINE FOLLOWS THE RAILROAD FROM HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1463 ***********************************************************************
 LY1463  DESIGNATION -  F 231
 LY1463  PID         -  LY1463
 LY1463  STATE/COUNTY-  PA/LUZERNE
 LY1463  USGS QUAD   -  WILKES-BARRE WEST (1990)
 LY1463
 LY1463                         *CURRENT SURVEY CONTROL
 LY1463  ___________________________________________________________________
 LY1463* NAD 83(1986)-  41 10 06.     (N)    075 55 08.     (W)     SCALED    
 LY1463* NAVD 88     -       382.762  (meters)    1255.78   (feet)  ADJUSTED  
 LY1463  ___________________________________________________________________
 LY1463  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 LY1463  DYNAMIC HT  -         382.598 (meters)    1255.24  (feet)  COMP
 LY1463  MODELED GRAV-     980,183.3   (mgal)                       NAVD 88
 LY1463
 LY1463  VERT ORDER  -  SECOND    CLASS 0
 LY1463
 LY1463.The horizontal coordinates were scaled from a topographic map and have
 LY1463.an estimated accuracy of +/- 6 seconds.
 LY1463
 LY1463.The orthometric height was determined by differential leveling
 LY1463.and adjusted by the National Geodetic Survey in June 1991..
 LY1463
 LY1463.The geoid height was determined by GEOID03.
 LY1463
 LY1463.The dynamic height is computed by dividing the NAVD 88
 LY1463.geopotential number by the normal gravity value computed on the
 LY1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1463.degrees latitude (g = 980.6199 gals.).
 LY1463
 LY1463.The modeled gravity was interpolated from observed gravity values.
 LY1463
 LY1463;                    North         East    Units  Estimated Accuracy
 LY1463;SPC PA N     -   112,860.      753,650.      MT  (+/- 180 meters Scaled)
 LY1463
 LY1463                          SUPERSEDED SURVEY CONTROL
 LY1463
 LY1463  NGVD 29 (??/??/92)  382.940  (m)         1256.36   (f) ADJ UNCH    2 0
 LY1463
 LY1463.Superseded values are not recommended for survey control.
 LY1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1463.See file dsdata.txt to determine how the superseded data were derived.
 LY1463
 LY1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL229578(NAD 83)
 LY1463_MARKER: DB = BENCH MARK DISK
 LY1463_SETTING: 80 = SET IN A BOULDER
 LY1463_SP_SET: BOULDER
 LY1463_STAMPING: F 231 1959
 LY1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1463+STABILITY: SURFACE MOTION
 LY1463
 LY1463  HISTORY     - Date     Condition        Report By
 LY1463  HISTORY     - 1959     MONUMENTED       CGS
 LY1463
 LY1463                          STATION DESCRIPTION
 LY1463
 LY1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1463'2.2 MI NW FROM MOUNTAIN TOP.
 LY1463'0.20 MILE NORTH ALONG RAILROAD FROM WHERE THE RAILROAD CROSSES
 LY1463'OVER U.S. 309 AT MOUNTAIN TOP THENCE 2.05 MILE NORTH ALONG THE
 LY1463'MAIN TRAIL, SET IN TOP 1 FOOT SOUTH OF THE NORTH EDGE OF A 4
 LY1463'FOOT BY 2 FOOT BOULDER PROJECTING ABOUT 2 INCHES, 3 FEET SOUTH
 LY1463'EAST OF A 1 FOOT MAPLE TREE, 36 FEET SOUTH OF THE CENTERLINE OF
 LY1463'THE TRAIL ROAD, 30 FEET NORTH OF NORTH WEST EDGE OF A SWAMP, 50
 LY1463'FEET NORTH EAST OF NORTH EAST END OF AN IMPROVED GRAVEL ROAD,
 LY1463'THIS ROAD IS STOPPED BY WIRE ACROSS IT (SUGAR NOTCH CONVERVATION
 LY1463'CLUB), (ROAD WITH WIRE ACROSS IT GOES NORTH, TRAIL ROAD IS NORTH
 LY1463'EAST, IMPROVED ROAD IS SOUTH WEST).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0361 ***********************************************************************
 KW0361  DESIGNATION -  F 232
 KW0361  PID         -  KW0361
 KW0361  STATE/COUNTY-  PA/SCHUYLKILL
 KW0361  USGS QUAD   -  SHENANDOAH (1977)
 KW0361
 KW0361                         *CURRENT SURVEY CONTROL
 KW0361  ___________________________________________________________________
 KW0361* NAD 83(1986)-  40 47 07.     (N)    076 13 27.     (W)     SCALED    
 KW0361* NAVD 88     -       470.305  (meters)    1542.99   (feet)  ADJUSTED  
 KW0361  ___________________________________________________________________
 KW0361  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KW0361  DYNAMIC HT  -         470.069 (meters)    1542.22  (feet)  COMP
 KW0361  MODELED GRAV-     980,108.9   (mgal)                       NAVD 88
 KW0361
 KW0361  VERT ORDER  -  SECOND    CLASS 0
 KW0361
 KW0361.The horizontal coordinates were scaled from a topographic map and have
 KW0361.an estimated accuracy of +/- 6 seconds.
 KW0361
 KW0361.The orthometric height was determined by differential leveling
 KW0361.and adjusted by the National Geodetic Survey in June 1991..
 KW0361
 KW0361.The geoid height was determined by GEOID03.
 KW0361
 KW0361.The dynamic height is computed by dividing the NAVD 88
 KW0361.geopotential number by the normal gravity value computed on the
 KW0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0361.degrees latitude (g = 980.6199 gals.).
 KW0361
 KW0361.The modeled gravity was interpolated from observed gravity values.
 KW0361
 KW0361;                    North         East    Units  Estimated Accuracy
 KW0361;SPC PA S     -   162,330.      728,780.      MT  (+/- 180 meters Scaled)
 KW0361
 KW0361                          SUPERSEDED SURVEY CONTROL
 KW0361
 KW0361  NGVD 29 (??/??/??)  470.513  (m)         1543.67   (f) ADJUSTED    2 0
 KW0361
 KW0361.Superseded values are not recommended for survey control.
 KW0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0361.See file dsdata.txt to determine how the superseded data were derived.
 KW0361
 KW0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL967156(NAD 83)
 KW0361_MARKER: DB = BENCH MARK DISK
 KW0361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0361_SP_SET: FOUNDATION
 KW0361_STAMPING: F 232 1959
 KW0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW0361+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2005
 KW0361
 KW0361  HISTORY     - Date     Condition        Report By
 KW0361  HISTORY     - 1959     MONUMENTED       CGS
 KW0361  HISTORY     - 19970209 GOOD             USPSQD
 KW0361  HISTORY     - 20050408 GOOD             PADT
 KW0361
 KW0361                          STATION DESCRIPTION
 KW0361
 KW0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW0361'AT FRACKVILLE.
 KW0361'AT THE GOODWILL FIRE CO. BLDG. IN FRACKVILLE, 0.30 MILE NORTH
 KW0361'EAST OF THE FIRE STATION, SET IN THE TOP AT SOUTH CORNER OF SOUTH
 KW0361'EAST END OF A 3 FOOT BY 3 FOOT BY 1/2 FOOT HIGH FOUNDATION FOR
 KW0361'OLD SIGN (SIGN GONE) OF DESTROYED GAS STATION.  AT A SHARP CURVE
 KW0361'IN BLACK TOP ROAD, 24 FEET EAST OF THE CENTERLINE OF STREET SOUTH,
 KW0361'21 FEET SOUTH OF THE CENTERLINE OF THE BLACK TOP ROAD.  ABOUT 1
 KW0361'FOOT BELOW THE LEVEL OF THE ROAD.
 KW0361
 KW0361                          STATION RECOVERY (1997)
 KW0361
 KW0361'RECOVERY NOTE BY US POWER SQUADRON 1997
 KW0361'RECOVERED IN GOOD CONDITION.
 KW0361
 KW0361                          STATION RECOVERY (2005)
 KW0361
 KW0361'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (PJN)
 KW0361'AT NORTH END OF TRIANGULAR LOT FOR HOUSE NUMBER 117 SPENCER STREET
 KW0361'CORNER OF SPENCER AND OAK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0341 ***********************************************************************
 KW0341  DESIGNATION -  F 233
 KW0341  PID         -  KW0341
 KW0341  STATE/COUNTY-  PA/SCHUYLKILL
 KW0341  USGS QUAD   -  DELANO (1976)
 KW0341
 KW0341                         *CURRENT SURVEY CONTROL
 KW0341  ___________________________________________________________________
 KW0341* NAD 83(1986)-  40 49 25.     (N)    076 05 04.     (W)     SCALED    
 KW0341* NAVD 88     -       500.451  (meters)    1641.90   (feet)  ADJUSTED  
 KW0341  ___________________________________________________________________
 KW0341  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KW0341  DYNAMIC HT  -         500.195 (meters)    1641.06  (feet)  COMP
 KW0341  MODELED GRAV-     980,097.6   (mgal)                       NAVD 88
 KW0341
 KW0341  VERT ORDER  -  SECOND    CLASS 0
 KW0341
 KW0341.The horizontal coordinates were scaled from a topographic map and have
 KW0341.an estimated accuracy of +/- 6 seconds.
 KW0341
 KW0341.The orthometric height was determined by differential leveling
 KW0341.and adjusted by the National Geodetic Survey in June 1991..
 KW0341
 KW0341.The geoid height was determined by GEOID03.
 KW0341
 KW0341.The dynamic height is computed by dividing the NAVD 88
 KW0341.geopotential number by the normal gravity value computed on the
 KW0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0341.degrees latitude (g = 980.6199 gals.).
 KW0341
 KW0341.The modeled gravity was interpolated from observed gravity values.
 KW0341
 KW0341;                    North         East    Units  Estimated Accuracy
 KW0341;SPC PA S     -   166,800.      740,490.      MT  (+/- 180 meters Scaled)
 KW0341
 KW0341                          SUPERSEDED SURVEY CONTROL
 KW0341
 KW0341  NGVD 29 (??/??/??)  500.646  (m)         1642.54   (f) ADJUSTED    2 0
 KW0341
 KW0341.Superseded values are not recommended for survey control.
 KW0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0341.See file dsdata.txt to determine how the superseded data were derived.
 KW0341
 KW0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL085197(NAD 83)
 KW0341_MARKER: DB = BENCH MARK DISK
 KW0341_SETTING: 66 = SET IN ROCK OUTCROP
 KW0341_SP_SET: ROCK OUTCROP
 KW0341_STAMPING: F 233 1959
 KW0341_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW0341+STABILITY: POSITION/ELEVATION WELL
 KW0341
 KW0341  HISTORY     - Date     Condition        Report By
 KW0341  HISTORY     - 1959     MONUMENTED       CGS
 KW0341
 KW0341                          STATION DESCRIPTION
 KW0341
 KW0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW0341'3 MI NE FROM MAHANOY CITY.
 KW0341'ABOUT 2.10 MILE NORTH EAST ALONG STATE HY. 45 FROM THE UNION
 KW0341'NATIONAL BANK AT MAHANOY CITY THENCE NORTH THEN EAST ALONG A
 KW0341'TRACK ROAD TO CLEARING ACROSS THE TOP OF A TUNNEL THENCE NORTH
 KW0341'ON A CUT AREA FOR 0.15 MILE TO RAILROAD THENCE EAST ALONG
 KW0341'RAILROAD FOR 0.70 MILE, A DRILL SET IN THE TOP OF ROCK OUT-CROP,
 KW0341'18 FEET SOUTH OF THE SOUTH RAIL, ABOUT 1 FOOT ABOVE THE LEVEL OF
 KW0341'THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1186 ***********************************************************************
 LY1186  DESIGNATION -  F 234
 LY1186  PID         -  LY1186
 LY1186  STATE/COUNTY-  PA/PIKE
 LY1186  USGS QUAD   -  NEWFOUNDLAND (1992)
 LY1186
 LY1186                         *CURRENT SURVEY CONTROL
 LY1186  ___________________________________________________________________
 LY1186* NAD 83(1986)-  41 21 03.     (N)    075 18 44.     (W)     SCALED    
 LY1186* NAVD 88     -       443.753  (meters)    1455.88   (feet)  ADJUSTED  
 LY1186  ___________________________________________________________________
 LY1186  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 LY1186  DYNAMIC HT  -         443.551 (meters)    1455.22  (feet)  COMP
 LY1186  MODELED GRAV-     980,154.9   (mgal)                       NAVD 88
 LY1186
 LY1186  VERT ORDER  -  SECOND    CLASS 0
 LY1186
 LY1186.The horizontal coordinates were scaled from a topographic map and have
 LY1186.an estimated accuracy of +/- 6 seconds.
 LY1186
 LY1186.The orthometric height was determined by differential leveling
 LY1186.and adjusted by the National Geodetic Survey in June 1991..
 LY1186
 LY1186.The geoid height was determined by GEOID03.
 LY1186
 LY1186.The dynamic height is computed by dividing the NAVD 88
 LY1186.geopotential number by the normal gravity value computed on the
 LY1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1186.degrees latitude (g = 980.6199 gals.).
 LY1186
 LY1186.The modeled gravity was interpolated from observed gravity values.
 LY1186
 LY1186;                    North         East    Units  Estimated Accuracy
 LY1186;SPC PA N     -   134,380.      803,980.      MT  (+/- 180 meters Scaled)
 LY1186
 LY1186                          SUPERSEDED SURVEY CONTROL
 LY1186
 LY1186  NGVD 29 (??/??/92)  443.955  (m)         1456.54   (f) ADJ UNCH    2 0
 LY1186
 LY1186.Superseded values are not recommended for survey control.
 LY1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1186.See file dsdata.txt to determine how the superseded data were derived.
 LY1186
 LY1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL738777(NAD 83)
 LY1186_MARKER: DB = BENCH MARK DISK
 LY1186_SETTING: 66 = SET IN ROCK OUTCROP
 LY1186_SP_SET: ROCK LEDGE
 LY1186_STAMPING: F 234 1959
 LY1186_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY1186+STABILITY: POSITION/ELEVATION WELL
 LY1186
 LY1186  HISTORY     - Date     Condition        Report By
 LY1186  HISTORY     - 1959     MONUMENTED       CGS
 LY1186  HISTORY     - 20040716 GOOD             INDIV
 LY1186
 LY1186                          STATION DESCRIPTION
 LY1186
 LY1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1186'4 MI NE FROM NEWFOUNDLAND.
 LY1186'3.6 MILE NORTH EAST ALONG STATE ROAD 507 FROM THE FIRST NATIONAL
 LY1186'BANK IN NEWFOUNDLAND THENCE 0.3 MILE NORTH WEST ALONG ROUTE T
 LY1186'380, THENCE 0.05 MILE SOUTH ALONG ROUTE T 384, SET IN TOP EAST
 LY1186'END OF A ROCK SHELF OF WHICH 12 FEET BY 3 FEET IS EXPOSED AND
 LY1186'PROJECTS 1 FOOT, 58 FEET NORTH WEST OF A LARGE TOOTH ASPEN TREE,
 LY1186'38 FEET NORTH WEST OF FENCE LINE, 4 FEET EAST OF AN 18 INCH RED
 LY1186'MAPLE TREE.
 LY1186
 LY1186                          STATION RECOVERY (2004)
 LY1186
 LY1186'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JKM)
 LY1186'RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED APPROXIMATELY 250
 LY1186'FEET SOUTH ALONG SCHOOL HOUSE ROAD (T 384) FROM THE T-INTERSECTION OF
 LY1186'SCHOOL HOUSE ROAD AND LEDGEDALE ROAD (T 380), SET IN AN OUTCROPPING
 LY1186'ROCK SHELF AS DESCRIBED.  THE MARK IS APPROXIMATELY 41 FEET NORTHWEST
 LY1186'OF THE CENTERLINE OF SCHOOL HOUSE ROAD.  THE STUMP OF THE 18 INCH
 LY1186'MAPLE TREE REMAINS.  THE ASPEN TREE AND FENCE LINE NO LONGER EXIST.
 LY1186' 
 LY1186'AUTONOMOUS (NON-CORRECTED) HANDHELD GPS COORDINATES FOR THE STATION
 LY1186'ARE 41 21 5.22(N) 075 18 40.20(W).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1448 ***********************************************************************
 LY1448  DESIGNATION -  F 235
 LY1448  PID         -  LY1448
 LY1448  STATE/COUNTY-  PA/LUZERNE
 LY1448  USGS QUAD   -  WILKES-BARRE EAST (1964)
 LY1448
 LY1448                         *CURRENT SURVEY CONTROL
 LY1448  ___________________________________________________________________
 LY1448* NAD 83(1986)-  41 09 15.     (N)    075 52 01.     (W)     SCALED    
 LY1448* NAVD 88     -       521.943  (meters)    1712.41   (feet)  ADJUSTED  
 LY1448  ___________________________________________________________________
 LY1448  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 LY1448  DYNAMIC HT  -         521.704 (meters)    1711.62  (feet)  COMP
 LY1448  MODELED GRAV-     980,148.2   (mgal)                       NAVD 88
 LY1448
 LY1448  VERT ORDER  -  SECOND    CLASS 0
 LY1448
 LY1448.The horizontal coordinates were scaled from a topographic map and have
 LY1448.an estimated accuracy of +/- 6 seconds.
 LY1448
 LY1448.The orthometric height was determined by differential leveling
 LY1448.and adjusted by the National Geodetic Survey in June 1991..
 LY1448
 LY1448.The geoid height was determined by GEOID03.
 LY1448
 LY1448.The dynamic height is computed by dividing the NAVD 88
 LY1448.geopotential number by the normal gravity value computed on the
 LY1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1448.degrees latitude (g = 980.6199 gals.).
 LY1448
 LY1448.The modeled gravity was interpolated from observed gravity values.
 LY1448
 LY1448;                    North         East    Units  Estimated Accuracy
 LY1448;SPC PA N     -   111,380.      758,040.      MT  (+/- 180 meters Scaled)
 LY1448
 LY1448                          SUPERSEDED SURVEY CONTROL
 LY1448
 LY1448  NGVD 29 (??/??/92)  522.111  (m)         1712.96   (f) ADJ UNCH    2 0
 LY1448
 LY1448.Superseded values are not recommended for survey control.
 LY1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1448.See file dsdata.txt to determine how the superseded data were derived.
 LY1448
 LY1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL272562(NAD 83)
 LY1448_MARKER: DB = BENCH MARK DISK
 LY1448_SETTING: 66 = SET IN ROCK OUTCROP
 LY1448_SP_SET: ROCK CUT
 LY1448_STAMPING: F 235 1959
 LY1448_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY1448+STABILITY: POSITION/ELEVATION WELL
 LY1448
 LY1448  HISTORY     - Date     Condition        Report By
 LY1448  HISTORY     - 1959     MONUMENTED       CGS
 LY1448  HISTORY     - 19940330 MARK NOT FOUND   LOCENG
 LY1448
 LY1448                          STATION DESCRIPTION
 LY1448
 LY1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1448'3.4 MI S FROM MOUNTAIN TOP.
 LY1448'3.40 MILE SOUTH ALONG THE LEHIGH VALLEY RAILROAD FROM THE
 LY1448'RAILROAD STATION AT MOUNTAIN TOP, SET IN A ROCK CUT ON THE
 LY1448'INSIDE OF CURVE, 12 FEET EAST OF THE EAST RAIL, 135 FEET NORTH
 LY1448'EAST AND ACROSS THE TRACKS FROM TELEPHONE POLE NO. 157-15, 11
 LY1448'FEET FROM EAST RAIL, ABOUT 3 FEET ABOVE THE TRACK.
 LY1448
 LY1448                          STATION RECOVERY (1994)
 LY1448
 LY1448'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLM)
 LY1448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2696 ***********************************************************************
 KW2696  DESIGNATION -  F 235 X
 KW2696  PID         -  KW2696
 KW2696  STATE/COUNTY-  PA/CENTRE
 KW2696  USGS QUAD   -  BEAR KNOB (1998)
 KW2696
 KW2696                         *CURRENT SURVEY CONTROL
 KW2696  ___________________________________________________________________
 KW2696* NAD 83(1986)-  40 59 56.     (N)    077 59 49.     (W)     SCALED    
 KW2696* NAVD 88     -       451.355  (meters)    1480.82   (feet)  ADJUSTED  
 KW2696  ___________________________________________________________________
 KW2696  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KW2696  DYNAMIC HT  -         451.128 (meters)    1480.08  (feet)  COMP
 KW2696  MODELED GRAV-     980,108.5   (mgal)                       NAVD 88
 KW2696
 KW2696  VERT ORDER  -  SECOND    CLASS 0
 KW2696
 KW2696.The horizontal coordinates were scaled from a topographic map and have
 KW2696.an estimated accuracy of +/- 6 seconds.
 KW2696
 KW2696.The orthometric height was determined by differential leveling
 KW2696.and adjusted by the National Geodetic Survey in June 1991..
 KW2696
 KW2696.The geoid height was determined by GEOID03.
 KW2696
 KW2696.The dynamic height is computed by dividing the NAVD 88
 KW2696.geopotential number by the normal gravity value computed on the
 KW2696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2696.degrees latitude (g = 980.6199 gals.).
 KW2696
 KW2696.The modeled gravity was interpolated from observed gravity values.
 KW2696
 KW2696;                    North         East    Units  Estimated Accuracy
 KW2696;SPC PA N     -    92,450.      579,220.      MT  (+/- 180 meters Scaled)
 KW2696
 KW2696                          SUPERSEDED SURVEY CONTROL
 KW2696
 KW2696  NGVD 29 (??/??/92)  451.51   (m)         1481.3    (f) COMPUTED    2 0
 KW2696
 KW2696.Superseded values are not recommended for survey control.
 KW2696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2696.See file dsdata.txt to determine how the superseded data were derived.
 KW2696
 KW2696_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL479429(NAD 83)
 KW2696_MARKER: DB = BENCH MARK DISK
 KW2696_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 KW2696_SP_SET: UNSPECIFIED ROCK
 KW2696_STAMPING: F 235 X 1959
 KW2696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2696
 KW2696  HISTORY     - Date     Condition        Report By
 KW2696  HISTORY     - 1959     MONUMENTED       CGS
 KW2696
 KW2696                          STATION DESCRIPTION
 KW2696
 KW2696'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW2696'6 MI W FROM SNOW SHOE.
 KW2696'2.3 MILE NORTH WEST ALONG STATE HY. 53 FROM THE METHODIST CHURCH
 KW2696'IN SNOW SHOE THENCE 3.7 MILE SOUTH WEST ALONG NYC RAILROAD, SET
 KW2696'IN TOP OF A 5 FOOT BY 3 FOOT ROCK PROJECTING ABOUT 18 INCHES, 9
 KW2696'FEET SOUTH OF THE CENTERLINE OF NYC TRACK, 90 FEET WEST OF A
 KW2696'TELEPHONE POLE, 78 FEET SOUTH EAST OF A TELEPHONE POLE, ABOUT 600
 KW2696'FEET SOUTH WEST OF A CUT IN MOUNTAIN, ABOUT 1 FOOT ABOVE THE
 KW2696'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0645 ***********************************************************************
 LY0645  DESIGNATION -  F 236
 LY0645  PID         -  LY0645
 LY0645  STATE/COUNTY-  PA/PIKE
 LY0645  USGS QUAD   -  EDGEMERE (1992)
 LY0645
 LY0645                         *CURRENT SURVEY CONTROL
 LY0645  ___________________________________________________________________
 LY0645* NAD 83(1986)-  41 19 30.     (N)    074 52 38.     (W)     SCALED    
 LY0645* NAVD 88     -       369.608  (meters)    1212.62   (feet)  ADJUSTED  
 LY0645  ___________________________________________________________________
 LY0645  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LY0645  DYNAMIC HT  -         369.444 (meters)    1212.08  (feet)  COMP
 LY0645  MODELED GRAV-     980,170.2   (mgal)                       NAVD 88
 LY0645
 LY0645  VERT ORDER  -  SECOND    CLASS 0
 LY0645
 LY0645.The horizontal coordinates were scaled from a topographic map and have
 LY0645.an estimated accuracy of +/- 6 seconds.
 LY0645
 LY0645.The orthometric height was determined by differential leveling
 LY0645.and adjusted by the National Geodetic Survey in June 1991..
 LY0645
 LY0645.The geoid height was determined by GEOID03.
 LY0645
 LY0645.The dynamic height is computed by dividing the NAVD 88
 LY0645.geopotential number by the normal gravity value computed on the
 LY0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0645.degrees latitude (g = 980.6199 gals.).
 LY0645
 LY0645.The modeled gravity was interpolated from observed gravity values.
 LY0645
 LY0645;                    North         East    Units  Estimated Accuracy
 LY0645;SPC PA N     -   132,630.      840,460.      MT  (+/- 180 meters Scaled)
 LY0645
 LY0645                          SUPERSEDED SURVEY CONTROL
 LY0645
 LY0645  NGVD 29 (??/??/92)  369.783  (m)         1213.20   (f) ADJ UNCH    2 0
 LY0645
 LY0645.Superseded values are not recommended for survey control.
 LY0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0645.See file dsdata.txt to determine how the superseded data were derived.
 LY0645
 LY0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL102748(NAD 83)
 LY0645_MARKER: DB = BENCH MARK DISK
 LY0645_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0645_SP_SET: CULVERT
 LY0645_STAMPING: F 236 1959
 LY0645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0645
 LY0645  HISTORY     - Date     Condition        Report By
 LY0645  HISTORY     - 1959     MONUMENTED       CGS
 LY0645
 LY0645                          STATION DESCRIPTION
 LY0645
 LY0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY0645'8.3 MI NW FROM MILFORD.
 LY0645'0.20 MILE SOUTH WEST ALONG U.S. 6 (HIGH ST.) FROM THE COURT HOUSE
 LY0645'IN MILFORD THENCE 4.85 MILE NORTH WEST ALONG U.S. 6 (HARTFORD ST.)
 LY0645'THENCE 0.10 MILE SOUTH WEST ON A BLACKTOP ROAD THENCE 2.40 MILE
 LY0645'SOUTH ON BLACKTOP ROAD THENCE 0.95 MILE NORTH WEST ON GRAVEL ROAD,
 LY0645'SET IN TOP AND 3 1/2 FEET WEST OF THE EAST END OF SOUTH HEADWALL
 LY0645'FOR A 4 FOOT CONCRETE CULVERT FOR A SPILLWAY ON LAKE NORTH OF
 LY0645'ROAD, 2 FEET ABOVE THE ROAD THE LEVEL OF THE ROAD, 11 FEET SOUTH
 LY0645'OF THE CENTERLINE OF THE ROAD, ALSO 0.20 MILE EAST OF A JUNCTION
 LY0645'OF BLACKTOP ROAD AND GRAVEL ROAD AT THE HOME OF A.C. CLARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1152 ***********************************************************************
 LY1152  DESIGNATION -  F 237
 LY1152  PID         -  LY1152
 LY1152  STATE/COUNTY-  PA/PIKE
 LY1152  USGS QUAD   -  PECKS POND (1992)
 LY1152
 LY1152                         *CURRENT SURVEY CONTROL
 LY1152  ___________________________________________________________________
 LY1152* NAD 83(1986)-  41 21 18.     (N)    075 06 09.     (W)     SCALED    
 LY1152* NAVD 88     -       409.199  (meters)    1342.51   (feet)  ADJUSTED  
 LY1152  ___________________________________________________________________
 LY1152  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 LY1152  DYNAMIC HT  -         409.010 (meters)    1341.89  (feet)  COMP
 LY1152  MODELED GRAV-     980,148.8   (mgal)                       NAVD 88
 LY1152
 LY1152  VERT ORDER  -  SECOND    CLASS 0
 LY1152
 LY1152.The horizontal coordinates were scaled from a topographic map and have
 LY1152.an estimated accuracy of +/- 6 seconds.
 LY1152
 LY1152.The orthometric height was determined by differential leveling
 LY1152.and adjusted by the National Geodetic Survey in June 1991..
 LY1152
 LY1152.The geoid height was determined by GEOID03.
 LY1152
 LY1152.The dynamic height is computed by dividing the NAVD 88
 LY1152.geopotential number by the normal gravity value computed on the
 LY1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1152.degrees latitude (g = 980.6199 gals.).
 LY1152
 LY1152.The modeled gravity was interpolated from observed gravity values.
 LY1152
 LY1152;                    North         East    Units  Estimated Accuracy
 LY1152;SPC PA N     -   135,360.      821,510.      MT  (+/- 180 meters Scaled)
 LY1152
 LY1152                          SUPERSEDED SURVEY CONTROL
 LY1152
 LY1152  NGVD 29 (??/??/92)  409.375  (m)         1343.09   (f) ADJ UNCH    2 0
 LY1152
 LY1152.Superseded values are not recommended for survey control.
 LY1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1152.See file dsdata.txt to determine how the superseded data were derived.
 LY1152
 LY1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL914781(NAD 83)
 LY1152_MARKER: DB = BENCH MARK DISK
 LY1152_SETTING: 80 = SET IN A BOULDER
 LY1152_SP_SET: BOULDER
 LY1152_STAMPING: F 237 1959
 LY1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1152+STABILITY: SURFACE MOTION
 LY1152
 LY1152  HISTORY     - Date     Condition        Report By
 LY1152  HISTORY     - 1959     MONUMENTED       CGS
 LY1152
 LY1152                          STATION DESCRIPTION
 LY1152
 LY1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1152'10.8 MI SE FROM HAWLEY.
 LY1152'8.5 MILE SOUTHEAST OF HAWLEY TO THE GOOD SHEPHERD CHURCH, THENCE
 LY1152'1.2 MILE EAST ALONG A BLACKTOP ROAD TO THE BLOOMING GROVE H. AND
 LY1152'F. CLUB, THENCE SOUTH 1.1 MILE ON THE EAST MOST OF TWO PRIVATE
 LY1152'ROADS ACROSS FROM THE ENTRANCE TO THE CLUB.  SET IN TOP CENTER
 LY1152'OF A SMALL BOULDER WHICH IS UNDER AND ENVELOPED BY THE ROOTS OF A
 LY1152'1 1/2 FOOT OAK TREE, 32 FEET EAST OF THE CENTERLINE OF A GRAVEL
 LY1152'ROAD, 2 FEET ABOVE THE GROUND, EAST AND ACROSS THE ROAD FROM A
 LY1152'ROAD TO A CLEARING, 0.05 MILE NORTH OF A ROAD JUNCTION.  NOTE-- THIS
 LY1152'BM IS AT THE EAST END OF A WALK THROUGH ALONG A TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0531 ***********************************************************************
 MA0531  DESIGNATION -  F 238
 MA0531  PID         -  MA0531
 MA0531  STATE/COUNTY-  PA/CLEARFIELD
 MA0531  USGS QUAD   -  LUTHERSBURG (1986)
 MA0531
 MA0531                         *CURRENT SURVEY CONTROL
 MA0531  ___________________________________________________________________
 MA0531* NAD 83(1986)-  41 06 25.     (N)    078 38 34.     (W)     SCALED    
 MA0531* NAVD 88     -       512.371  (meters)    1681.00   (feet)  ADJUSTED  
 MA0531  ___________________________________________________________________
 MA0531  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 MA0531  DYNAMIC HT  -         512.118 (meters)    1680.17  (feet)  COMP
 MA0531  MODELED GRAV-     980,114.9   (mgal)                       NAVD 88
 MA0531
 MA0531  VERT ORDER  -  SECOND    CLASS 0
 MA0531
 MA0531.The horizontal coordinates were scaled from a topographic map and have
 MA0531.an estimated accuracy of +/- 6 seconds.
 MA0531
 MA0531.The orthometric height was determined by differential leveling
 MA0531.and adjusted by the National Geodetic Survey in June 1991..
 MA0531
 MA0531.The geoid height was determined by GEOID03.
 MA0531
 MA0531.The dynamic height is computed by dividing the NAVD 88
 MA0531.geopotential number by the normal gravity value computed on the
 MA0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0531.degrees latitude (g = 980.6199 gals.).
 MA0531
 MA0531.The modeled gravity was interpolated from observed gravity values.
 MA0531
 MA0531;                    North         East    Units  Estimated Accuracy
 MA0531;SPC PA N     -   104,810.      525,010.      MT  (+/- 180 meters Scaled)
 MA0531
 MA0531                          SUPERSEDED SURVEY CONTROL
 MA0531
 MA0531  NGVD 29 (??/??/92)  512.497  (m)         1681.42   (f) ADJ UNCH    2 0
 MA0531
 MA0531.Superseded values are not recommended for survey control.
 MA0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0531.See file dsdata.txt to determine how the superseded data were derived.
 MA0531
 MA0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF979533(NAD 83)
 MA0531_MARKER: DB = BENCH MARK DISK
 MA0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0531_STAMPING: F 238 1959
 MA0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0531+STABILITY: SURFACE MOTION
 MA0531
 MA0531  HISTORY     - Date     Condition        Report By
 MA0531  HISTORY     - 1959     MONUMENTED       CGS
 MA0531
 MA0531                          STATION DESCRIPTION
 MA0531
 MA0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA0531'7.3 MI SE FROM DU BOIS.
 MA0531'2.7 MILE SOUTH EAST ALONG STATE HY. 410 FROM THE POST OFFICE
 MA0531'IN DU BOIS TO BLACKTOP ROAD JUNCTION THENCE 1.1 MILE EASTERLY
 MA0531'ON BLACKTOP ROAD TO JUNCTION THENCE 1.4 MILE SOUTH EAST ON
 MA0531'BLACKTOP ROAD THENCE 2.1 MILE EAST ON BLACKTOP ROAD TO THE NORTH
 MA0531'WEST END OF DU BOIS RESERVOIR AND JUNCTION OF BLACKTOP ROADS,
 MA0531'60 FEET EAST OF JUNCTION CENTERLINE, 2 FEET EAST OF TELEPHONE
 MA0531'POLE (AT JUNCTION).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0654 ***********************************************************************
 KX0654  DESIGNATION -  F 2.39
 KX0654  PID         -  KX0654
 KX0654  STATE/COUNTY-  PA/JEFFERSON
 KX0654  USGS QUAD   -  PUNXSUTAWNEY (1994)
 KX0654
 KX0654                         *CURRENT SURVEY CONTROL
 KX0654  ___________________________________________________________________
 KX0654* NAD 83(1986)-  40 56 11.     (N)    078 55 52.     (W)     SCALED    
 KX0654* NAVD 88     -       394.77   (+/-2cm)    1295.2    (feet)  VERTCON   
 KX0654  ___________________________________________________________________
 KX0654  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KX0654
 KX0654  VERT ORDER  -  ? (See Below)
 KX0654
 KX0654.The horizontal coordinates were scaled from a topographic map and have
 KX0654.an estimated accuracy of +/- 6 seconds.
 KX0654
 KX0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0654.The vertical order pertains to the NGVD 29 superseded value.
 KX0654
 KX0654.The geoid height was determined by GEOID03.
 KX0654
 KX0654;                    North         East    Units  Estimated Accuracy
 KX0654;SPC PA N     -    86,160.      500,540.      MT  (+/- 180 meters Scaled)
 KX0654
 KX0654                          SUPERSEDED SURVEY CONTROL
 KX0654
 KX0654  NGVD 29 (??/??/92)  394.925  (m)         1295.68   (f) ADJ UNCH    ?  
 KX0654
 KX0654.Superseded values are not recommended for survey control.
 KX0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0654.See file dsdata.txt to determine how the superseded data were derived.
 KX0654
 KX0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF741337(NAD 83)
 KX0654_MARKER: Z = SEE DESCRIPTION
 KX0654_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0654_SP_SET: TRACK SCALE FOUNDATION
 KX0654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0654
 KX0654  HISTORY     - Date     Condition        Report By
 KX0654  HISTORY     - 1920     MONUMENTED       BORR
 KX0654
 KX0654                          STATION DESCRIPTION
 KX0654
 KX0654'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1920
 KX0654'AT PUNXAUTAWNEY.
 KX0654'AT PUNXAUTAWNEY ON TRACK SCALE FOUNDATION ON RIGHT 126+18.0.
 KX0654'A B.R. AND P.RY. STANDARD PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0268 ***********************************************************************
 MA0268  DESIGNATION -  F 239
 MA0268  PID         -  MA0268
 MA0268  STATE/COUNTY-  PA/CLEARFIELD
 MA0268  USGS QUAD   -  CLEARFIELD (1981)
 MA0268
 MA0268                         *CURRENT SURVEY CONTROL
 MA0268  ___________________________________________________________________
 MA0268* NAD 83(1986)-  41 01 39.     (N)    078 23 22.     (W)     SCALED    
 MA0268* NAVD 88     -       372.958  (meters)    1223.61   (feet)  ADJUSTED  
 MA0268  ___________________________________________________________________
 MA0268  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 MA0268  DYNAMIC HT  -         372.777 (meters)    1223.02  (feet)  COMP
 MA0268  MODELED GRAV-     980,130.0   (mgal)                       NAVD 88
 MA0268
 MA0268  VERT ORDER  -  SECOND    CLASS 0
 MA0268
 MA0268.The horizontal coordinates were scaled from a topographic map and have
 MA0268.an estimated accuracy of +/- 6 seconds.
 MA0268
 MA0268.The orthometric height was determined by differential leveling
 MA0268.and adjusted by the National Geodetic Survey in June 1991..
 MA0268
 MA0268.The geoid height was determined by GEOID03.
 MA0268
 MA0268.The dynamic height is computed by dividing the NAVD 88
 MA0268.geopotential number by the normal gravity value computed on the
 MA0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0268.degrees latitude (g = 980.6199 gals.).
 MA0268
 MA0268.The modeled gravity was interpolated from observed gravity values.
 MA0268
 MA0268;                    North         East    Units  Estimated Accuracy
 MA0268;SPC PA N     -    95,800.      546,220.      MT  (+/- 180 meters Scaled)
 MA0268
 MA0268                          SUPERSEDED SURVEY CONTROL
 MA0268
 MA0268  NGVD 29 (??/??/92)  373.110  (m)         1224.11   (f) ADJ UNCH    2 0
 MA0268
 MA0268.Superseded values are not recommended for survey control.
 MA0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0268.See file dsdata.txt to determine how the superseded data were derived.
 MA0268
 MA0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF194450(NAD 83)
 MA0268_MARKER: DB = BENCH MARK DISK
 MA0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0268_STAMPING: F 239 1959
 MA0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0268+STABILITY: SURFACE MOTION
 MA0268
 MA0268  HISTORY     - Date     Condition        Report By
 MA0268  HISTORY     - 1959     MONUMENTED       CGS
 MA0268  HISTORY     - 1977     MARK NOT FOUND   PADT
 MA0268
 MA0268                          STATION DESCRIPTION
 MA0268
 MA0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA0268'3.4 MI NE FROM CLEARFIELD.
 MA0268'2.35 MILE NORTHEAST ALONG STATE HIGHWAY 879 FROM THE POST
 MA0268'OFFICE AT CLEARFIELD, THENCE 1.05 MILE SOUTHEAST ON A GRAVEL
 MA0268'ROAD, AT A Y ROAD INTERSECTION, 27 FEET NORTHEAST OF THE CENTERLINE
 MA0268'OF THE ROAD SOUTHEAST, 24 FEET SOUTHEAST OF THE CENTERLINE OF
 MA0268'THE ROAD NORTH, 3 FEET NORTH OF POWER POLE NO 29, 81 FEET EAST OF
 MA0268'A Y FORKED EVERGREEN TREE, ABOUT 3 FEET ABOVE THE ROAD AND
 MA0268'PROJECTING ABOUT 1 INCH.
 MA0268
 MA0268                          STATION RECOVERY (1977)
 MA0268
 MA0268'RECOVERY NOTE BY PA DEPT OF TRANSP 1977
 MA0268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0716 ***********************************************************************
 KX0716  DESIGNATION -  F 24
 KX0716  PID         -  KX0716
 KX0716  STATE/COUNTY-  PA/CAMBRIA
 KX0716  USGS QUAD   -  CARROLLTOWN (1972)
 KX0716
 KX0716                         *CURRENT SURVEY CONTROL
 KX0716  ___________________________________________________________________
 KX0716* NAD 83(1986)-  40 31 42.     (N)    078 39 41.     (W)     SCALED    
 KX0716* NAVD 88     -       567.904  (meters)    1863.20   (feet)  ADJUSTED  
 KX0716  ___________________________________________________________________
 KX0716  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KX0716  DYNAMIC HT  -         567.585 (meters)    1862.15  (feet)  COMP
 KX0716  MODELED GRAV-     980,045.1   (mgal)                       NAVD 88
 KX0716
 KX0716  VERT ORDER  -  SECOND    CLASS 0
 KX0716
 KX0716.The horizontal coordinates were scaled from a topographic map and have
 KX0716.an estimated accuracy of +/- 6 seconds.
 KX0716
 KX0716.The orthometric height was determined by differential leveling
 KX0716.and adjusted by the National Geodetic Survey in June 1991..
 KX0716
 KX0716.The geoid height was determined by GEOID03.
 KX0716
 KX0716.The dynamic height is computed by dividing the NAVD 88
 KX0716.geopotential number by the normal gravity value computed on the
 KX0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0716.degrees latitude (g = 980.6199 gals.).
 KX0716
 KX0716.The modeled gravity was interpolated from observed gravity values.
 KX0716
 KX0716;                    North         East    Units  Estimated Accuracy
 KX0716;SPC PA S     -   133,090.      522,780.      MT  (+/- 180 meters Scaled)
 KX0716
 KX0716                          SUPERSEDED SURVEY CONTROL
 KX0716
 KX0716  NGVD 29 (??/??/92)  568.004  (m)         1863.53   (f) ADJ UNCH    2 0
 KX0716
 KX0716.Superseded values are not recommended for survey control.
 KX0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0716.See file dsdata.txt to determine how the superseded data were derived.
 KX0716
 KX0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE980890(NAD 83)
 KX0716_MARKER: DB = BENCH MARK DISK
 KX0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0716_STAMPING: F 24 1934
 KX0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0716+STABILITY: SURFACE MOTION
 KX0716
 KX0716  HISTORY     - Date     Condition        Report By
 KX0716  HISTORY     - 1934     MONUMENTED       CGS
 KX0716
 KX0716                          STATION DESCRIPTION
 KX0716
 KX0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KX0716'8.6 MI S FROM PATTON.
 KX0716'8.6 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM PATTON,
 KX0716'CAMBRIA COUNTY, 135 FEET SOUTH OF THE STATION AT DRISCOLL, 17 FEET
 KX0716'NORTH OF MILEPOST 10, 10 FEET WEST OF THE WEST RAIL, AND ABOUT
 KX0716'0.5 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 KX0716'F 24 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0212 ***********************************************************************
 KX0212  DESIGNATION -  F 240
 KX0212  PID         -  KX0212
 KX0212  STATE/COUNTY-  PA/CENTRE
 KX0212  USGS QUAD   -  BLACK MOSHANNON (1994)
 KX0212
 KX0212                         *CURRENT SURVEY CONTROL
 KX0212  ___________________________________________________________________
 KX0212* NAD 83(1986)-  40 59 16.     (N)    078 03 06.     (W)     SCALED    
 KX0212* NAVD 88     -       520.040  (meters)    1706.16   (feet)  ADJUSTED  
 KX0212  ___________________________________________________________________
 KX0212  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KX0212  DYNAMIC HT  -         519.782 (meters)    1705.32  (feet)  COMP
 KX0212  MODELED GRAV-     980,110.8   (mgal)                       NAVD 88
 KX0212
 KX0212  VERT ORDER  -  SECOND    CLASS 0
 KX0212
 KX0212.The horizontal coordinates were scaled from a topographic map and have
 KX0212.an estimated accuracy of +/- 6 seconds.
 KX0212
 KX0212.The orthometric height was determined by differential leveling
 KX0212.and adjusted by the National Geodetic Survey in June 1991..
 KX0212
 KX0212.The geoid height was determined by GEOID03.
 KX0212
 KX0212.The dynamic height is computed by dividing the NAVD 88
 KX0212.geopotential number by the normal gravity value computed on the
 KX0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0212.degrees latitude (g = 980.6199 gals.).
 KX0212
 KX0212.The modeled gravity was interpolated from observed gravity values.
 KX0212
 KX0212;                    North         East    Units  Estimated Accuracy
 KX0212;SPC PA N     -    91,230.      574,620.      MT  (+/- 180 meters Scaled)
 KX0212
 KX0212                          SUPERSEDED SURVEY CONTROL
 KX0212
 KX0212  NGVD 29 (??/??/92)  520.198  (m)         1706.68   (f) ADJ UNCH    2 0
 KX0212
 KX0212.Superseded values are not recommended for survey control.
 KX0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0212.See file dsdata.txt to determine how the superseded data were derived.
 KX0212
 KX0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF480415(NAD 83)
 KX0212_MARKER: DB = BENCH MARK DISK
 KX0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0212_STAMPING: F 240 1959
 KX0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0212+STABILITY: SURFACE MOTION
 KX0212
 KX0212  HISTORY     - Date     Condition        Report By
 KX0212  HISTORY     - 1959     MONUMENTED       CGS
 KX0212
 KX0212                          STATION DESCRIPTION
 KX0212
 KX0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KX0212'4.5 MI SW FROM MOSHANNON.
 KX0212'3.5 MILE SOUTH WEST ALONG DIRT ROAD FROM CROSS ROADS IN
 KX0212'MOSHANNON TO RAILROAD CROSSING THENCE 1.0 MILE SOUTH WEST ON
 KX0212'MAIN ROAD TO ROAD CROSSING AND BM, POST SET IN THE NORTH WEST
 KX0212'CORNER OF T ROAD JUNCTION, 29 FEET WEST OF THE CENTERLINE OF
 KX0212'THE ROAD NORTH, 26 FEET NORTH OF THE ROAD EAST AND WEST, ABOUT
 KX0212'2 FEET BELOW THE LEVEL OF THE ROAD, PROJECTING ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0190 ***********************************************************************
 KX0190  DESIGNATION -  F 241
 KX0190  PID         -  KX0190
 KX0190  STATE/COUNTY-  PA/CLEARFIELD
 KX0190  USGS QUAD   -  PHILIPSBURG (1994)
 KX0190
 KX0190                         *CURRENT SURVEY CONTROL
 KX0190  ___________________________________________________________________
 KX0190* NAD 83(1986)-  40 59 46.     (N)    078 13 10.     (W)     SCALED    
 KX0190* NAVD 88     -       472.412  (meters)    1549.90   (feet)  ADJUSTED  
 KX0190  ___________________________________________________________________
 KX0190  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KX0190  DYNAMIC HT  -         472.177 (meters)    1549.13  (feet)  COMP
 KX0190  MODELED GRAV-     980,112.3   (mgal)                       NAVD 88
 KX0190
 KX0190  VERT ORDER  -  SECOND    CLASS 0
 KX0190
 KX0190.The horizontal coordinates were scaled from a topographic map and have
 KX0190.an estimated accuracy of +/- 6 seconds.
 KX0190
 KX0190.The orthometric height was determined by differential leveling
 KX0190.and adjusted by the National Geodetic Survey in June 1991..
 KX0190
 KX0190.The geoid height was determined by GEOID03.
 KX0190
 KX0190.The dynamic height is computed by dividing the NAVD 88
 KX0190.geopotential number by the normal gravity value computed on the
 KX0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0190.degrees latitude (g = 980.6199 gals.).
 KX0190
 KX0190.The modeled gravity was interpolated from observed gravity values.
 KX0190
 KX0190;                    North         East    Units  Estimated Accuracy
 KX0190;SPC PA N     -    92,220.      560,500.      MT  (+/- 180 meters Scaled)
 KX0190
 KX0190                          SUPERSEDED SURVEY CONTROL
 KX0190
 KX0190  NGVD 29 (??/??/92)  472.563  (m)         1550.40   (f) ADJ UNCH    2 0
 KX0190
 KX0190.Superseded values are not recommended for survey control.
 KX0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0190.See file dsdata.txt to determine how the superseded data were derived.
 KX0190
 KX0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF338420(NAD 83)
 KX0190_MARKER: DB = BENCH MARK DISK
 KX0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0190_STAMPING: F 241 1959
 KX0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0190+STABILITY: SURFACE MOTION
 KX0190
 KX0190  HISTORY     - Date     Condition        Report By
 KX0190  HISTORY     - 1959     MONUMENTED       CGS
 KX0190
 KX0190                          STATION DESCRIPTION
 KX0190
 KX0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KX0190'3 MI NW FROM KYLERTOWN.
 KX0190'0.15 MILE NORTH WEST ALONG COUNTY ROAD 219 FROM THE SCHOOL IN
 KX0190'KYLERTOWN THENCE 0.1 MILE NORTH ON COUNTY ROAD 17062 THENCE
 KX0190'2.8 MILE WEST ON BLACKTOP ROAD AND DIRT ROAD (OLD TOWNSHIP ROAD),
 KX0190'POST SET ON THE EAST SIDE OF FLAT RUN CREEK, SET WHERE ROAD USE
 KX0190'TO CROSS THE CREEK, PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0982 ***********************************************************************
 LZ0982  DESIGNATION -  F 242
 LZ0982  PID         -  LZ0982
 LZ0982  STATE/COUNTY-  PA/CLINTON
 LZ0982  USGS QUAD   -  CARROLL (1973)
 LZ0982
 LZ0982                         *CURRENT SURVEY CONTROL
 LZ0982  ___________________________________________________________________
 LZ0982* NAD 83(1986)-  41 02 49.     (N)    077 13 16.     (W)     SCALED    
 LZ0982* NAVD 88     -       417.519  (meters)    1369.81   (feet)  ADJUSTED  
 LZ0982  ___________________________________________________________________
 LZ0982  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 LZ0982  DYNAMIC HT  -         417.316 (meters)    1369.14  (feet)  COMP
 LZ0982  MODELED GRAV-     980,124.3   (mgal)                       NAVD 88
 LZ0982
 LZ0982  VERT ORDER  -  SECOND    CLASS 0
 LZ0982
 LZ0982.The horizontal coordinates were scaled from a topographic map and have
 LZ0982.an estimated accuracy of +/- 6 seconds.
 LZ0982
 LZ0982.The orthometric height was determined by differential leveling
 LZ0982.and adjusted by the National Geodetic Survey in June 1991..
 LZ0982
 LZ0982.The geoid height was determined by GEOID03.
 LZ0982
 LZ0982.The dynamic height is computed by dividing the NAVD 88
 LZ0982.geopotential number by the normal gravity value computed on the
 LZ0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0982.degrees latitude (g = 980.6199 gals.).
 LZ0982
 LZ0982.The modeled gravity was interpolated from observed gravity values.
 LZ0982
 LZ0982;                    North         East    Units  Estimated Accuracy
 LZ0982;SPC PA N     -    97,890.      644,470.      MT  (+/- 180 meters Scaled)
 LZ0982
 LZ0982                          SUPERSEDED SURVEY CONTROL
 LZ0982
 LZ0982  NGVD 29 (??/??/92)  417.709  (m)         1370.43   (f) ADJ UNCH    2 0
 LZ0982
 LZ0982.Superseded values are not recommended for survey control.
 LZ0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0982.See file dsdata.txt to determine how the superseded data were derived.
 LZ0982
 LZ0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL133463(NAD 83)
 LZ0982_MARKER: DB = BENCH MARK DISK
 LZ0982_SETTING: 66 = SET IN ROCK OUTCROP
 LZ0982_SP_SET: PROJECTING ROCK
 LZ0982_STAMPING: F 242 1960
 LZ0982_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ0982+STABILITY: POSITION/ELEVATION WELL
 LZ0982
 LZ0982  HISTORY     - Date     Condition        Report By
 LZ0982  HISTORY     - 1960     MONUMENTED       CGS
 LZ0982
 LZ0982                          STATION DESCRIPTION
 LZ0982
 LZ0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LZ0982'4.6 MI E FROM LOGANTON.
 LZ0982'4.6 MILES EAST ALONG STATE HIGHWAY 880 FROM THE ALBRIGHT
 LZ0982'EVANGELICAL UNITED BRETHREN CHURCH AT LOGANTON, 0.8 MILE WEST
 LZ0982'OF TRIANGULATION STATION CARROLL, 27 FEET SOUTH OF THE CENTERLINE
 LZ0982'OF THE HIGHWAY, 25 FEET NORTHEAST OF A 14-INCH HICKORY TREE WITH
 LZ0982'A TRIANGULAR BLAZE, 22 FEET SOUTH OF A POLE, 1 FOOT BELOW
 LZ0982'THE LEVEL OF THE ROAD, AND SET IN A 10- BY 4-FOOT ROCK PROJECTING
 LZ0982'ABOUT 4 INCHES FROM THE SURFACE.  A COAST AND GEODETIC SURVEY
 LZ0982'BENCH-MARK DISK, STAMPED F 242 1960.  NOTE-- THIS BENCH MARK CAN
 LZ0982'ALSO BE REACHED BY GOING 0.6 MILE WEST ALONG STATE HIGHWAY 880
 LZ0982'FROM THE JUNCTION OF THE HIGHWAY AND COUNTY ROAD 629 AT CARROLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2421 ***********************************************************************
 KW2421  DESIGNATION -  F 243 PADH
 KW2421  PID         -  KW2421
 KW2421  STATE/COUNTY-  PA/CENTRE
 KW2421  USGS QUAD   -  MADISONBURG (1983)
 KW2421
 KW2421                         *CURRENT SURVEY CONTROL
 KW2421  ___________________________________________________________________
 KW2421* NAD 83(1986)-  40 58 08.     (N)    077 36 02.     (W)     SCALED    
 KW2421* NAVD 88     -       276.433  (meters)     906.93   (feet)  ADJUSTED  
 KW2421  ___________________________________________________________________
 KW2421  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KW2421  DYNAMIC HT  -         276.301 (meters)     906.50  (feet)  COMP
 KW2421  MODELED GRAV-     980,141.0   (mgal)                       NAVD 88
 KW2421
 KW2421  VERT ORDER  -  SECOND    CLASS 0
 KW2421
 KW2421.The horizontal coordinates were scaled from a topographic map and have
 KW2421.an estimated accuracy of +/- 6 seconds.
 KW2421
 KW2421.The orthometric height was determined by differential leveling
 KW2421.and adjusted by the National Geodetic Survey in June 1991..
 KW2421
 KW2421.The geoid height was determined by GEOID03.
 KW2421
 KW2421.The dynamic height is computed by dividing the NAVD 88
 KW2421.geopotential number by the normal gravity value computed on the
 KW2421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2421.degrees latitude (g = 980.6199 gals.).
 KW2421
 KW2421.The modeled gravity was interpolated from observed gravity values.
 KW2421
 KW2421;                    North         East    Units  Estimated Accuracy
 KW2421;SPC PA N     -    89,100.      612,580.      MT  (+/- 180 meters Scaled)
 KW2421
 KW2421                          SUPERSEDED SURVEY CONTROL
 KW2421
 KW2421  NGVD 29 (??/??/??)  276.633  (m)          907.59   (f) ADJUSTED    2 0
 KW2421
 KW2421.Superseded values are not recommended for survey control.
 KW2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2421.See file dsdata.txt to determine how the superseded data were derived.
 KW2421
 KW2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL811385(NAD 83)
 KW2421_MARKER: DD = SURVEY DISK
 KW2421_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2421_SP_SET: ABUTMENT
 KW2421_STAMPING: F 243 1960
 KW2421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2421
 KW2421  HISTORY     - Date     Condition        Report By
 KW2421  HISTORY     - 1960     MONUMENTED       PADH
 KW2421  HISTORY     - 1960     GOOD             CGS
 KW2421
 KW2421                          STATION DESCRIPTION
 KW2421
 KW2421'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2421'4.8 MI SW FROM LAMAR.
 KW2421'4.8 MILES SOUTHWEST ALONG STATE HIGHWAY 64 FROM THE LAMAR
 KW2421'METHODIST CHURCH AT LAMAR, 1.1 MILE SOUTHWEST OF BENCH MARK E
 KW2421'243, AT A CONCRETE BRIDGE OVER A CREEK, 80 FEET SOUTHEAST OF
 KW2421'TELEPHONE POLE NO. H-8343, 0.1 MILE NORTHEAST OF THE INTERSECTION
 KW2421'OF STATE HIGHWAY 64 AND THE OLD HIGHWAY (64), 23 FEET SOUTHEAST
 KW2421'OF THE CENTERLINE OF THE HIGHWAY, IN THE SOUTHWEST END OF THE
 KW2421'BRIDGE, IN THE TOP OF THE SOUTH WING WALL OF THE SOUTHWEST
 KW2421'ABUTMENT, AND ABOUT LEVEL WITH THE HIGHWAY.  A PENNSYLVANIA
 KW2421'DEPARTMENT OF HIGHWAYS BENCH-MARK DISK, STAMPED F 243 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1009 ***********************************************************************
 LZ1009  DESIGNATION -  F 244
 LZ1009  PID         -  LZ1009
 LZ1009  STATE/COUNTY-  PA/CLINTON
 LZ1009  USGS QUAD   -  CARROLL (1973)
 LZ1009
 LZ1009                         *CURRENT SURVEY CONTROL
 LZ1009  ___________________________________________________________________
 LZ1009* NAD 83(1986)-  41 05 54.     (N)    077 14 33.     (W)     SCALED    
 LZ1009* NAVD 88     -       364.347  (meters)    1195.36   (feet)  ADJUSTED  
 LZ1009  ___________________________________________________________________
 LZ1009  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 LZ1009  DYNAMIC HT  -         364.176 (meters)    1194.80  (feet)  COMP
 LZ1009  MODELED GRAV-     980,143.8   (mgal)                       NAVD 88
 LZ1009
 LZ1009  VERT ORDER  -  SECOND    CLASS 0
 LZ1009
 LZ1009.The horizontal coordinates were scaled from a topographic map and have
 LZ1009.an estimated accuracy of +/- 6 seconds.
 LZ1009
 LZ1009.The orthometric height was determined by differential leveling
 LZ1009.and adjusted by the National Geodetic Survey in June 1991..
 LZ1009
 LZ1009.The geoid height was determined by GEOID03.
 LZ1009
 LZ1009.The dynamic height is computed by dividing the NAVD 88
 LZ1009.geopotential number by the normal gravity value computed on the
 LZ1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1009.degrees latitude (g = 980.6199 gals.).
 LZ1009
 LZ1009.The modeled gravity was interpolated from observed gravity values.
 LZ1009
 LZ1009;                    North         East    Units  Estimated Accuracy
 LZ1009;SPC PA N     -   103,590.      642,630.      MT  (+/- 180 meters Scaled)
 LZ1009
 LZ1009                          SUPERSEDED SURVEY CONTROL
 LZ1009
 LZ1009  NGVD 29 (??/??/92)  364.542  (m)         1196.00   (f) ADJ UNCH    2 0
 LZ1009
 LZ1009.Superseded values are not recommended for survey control.
 LZ1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1009.See file dsdata.txt to determine how the superseded data were derived.
 LZ1009
 LZ1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL116520(NAD 83)
 LZ1009_MARKER: DB = BENCH MARK DISK
 LZ1009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1009_SP_SET: BRIDGE
 LZ1009_STAMPING: F 244 1960
 LZ1009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1009
 LZ1009  HISTORY     - Date     Condition        Report By
 LZ1009  HISTORY     - 1960     MONUMENTED       CGS
 LZ1009
 LZ1009                          STATION DESCRIPTION
 LZ1009
 LZ1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LZ1009'7.6 MI SW FROM ANTES FORT.
 LZ1009'ABOUT 0.40 MILE SOUTHWEST ALONG BLACKTOP ROAD FROM THE DEPOT
 LZ1009'AT ANTES FORT THENCE 2.05 MILE SOUTH EAST ON STATE HIGHWAYS
 LZ1009'880 AND 44 THENCE 5.10 MILE SOUTH SOUTHWEST ON STATE HIGHWAY
 LZ1009'880, 23 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 880,
 LZ1009'58 FEET NORTHWEST OF POWERPOLE NO. J 2096, 82 FEET NORTHEAST
 LZ1009'OF POWERPOLE NO. J 209 J, SET 1 FOOT SOUTHEAST OF THE NORTHWEST END
 LZ1009'OF THE NORTHEAST HEADWALL FOR A BRIDGE OVER CREEK, STANDARD BENCH
 LZ1009'MARK DISK DRILLED IN HORIZONTAL, 5 FEET BELOW THE LEVEL OF THE
 LZ1009'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0433 ***********************************************************************
 MB0433  DESIGNATION -  F 245
 MB0433  PID         -  MB0433
 MB0433  STATE/COUNTY-  PA/MERCER
 MB0433  USGS QUAD   -  HADLEY (1977)
 MB0433
 MB0433                         *CURRENT SURVEY CONTROL
 MB0433  ___________________________________________________________________
 MB0433* NAD 83(1986)-  41 24 39.     (N)    080 09 51.     (W)     SCALED    
 MB0433* NAVD 88     -       395.361  (meters)    1297.11   (feet)  ADJUSTED  
 MB0433  ___________________________________________________________________
 MB0433  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MB0433  DYNAMIC HT  -         395.190 (meters)    1296.55  (feet)  COMP
 MB0433  MODELED GRAV-     980,180.6   (mgal)                       NAVD 88
 MB0433
 MB0433  VERT ORDER  -  SECOND    CLASS 0
 MB0433
 MB0433.The horizontal coordinates were scaled from a topographic map and have
 MB0433.an estimated accuracy of +/- 6 seconds.
 MB0433
 MB0433.The orthometric height was determined by differential leveling
 MB0433.and adjusted by the National Geodetic Survey in June 1991..
 MB0433
 MB0433.The geoid height was determined by GEOID03.
 MB0433
 MB0433.The dynamic height is computed by dividing the NAVD 88
 MB0433.geopotential number by the normal gravity value computed on the
 MB0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0433.degrees latitude (g = 980.6199 gals.).
 MB0433
 MB0433.The modeled gravity was interpolated from observed gravity values.
 MB0433
 MB0433;                    North         East    Units  Estimated Accuracy
 MB0433;SPC PA N     -   140,980.      398,190.      MT  (+/- 180 meters Scaled)
 MB0433
 MB0433                          SUPERSEDED SURVEY CONTROL
 MB0433
 MB0433  NGVD 29 (??/??/92)  395.519  (m)         1297.63   (f) ADJ UNCH    2 0
 MB0433
 MB0433.Superseded values are not recommended for survey control.
 MB0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0433.See file dsdata.txt to determine how the superseded data were derived.
 MB0433
 MB0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF698847(NAD 83)
 MB0433_MARKER: DB = BENCH MARK DISK
 MB0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0433_STAMPING: F 245 1960
 MB0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0433+STABILITY: SURFACE MOTION
 MB0433
 MB0433  HISTORY     - Date     Condition        Report By
 MB0433  HISTORY     - 1960     MONUMENTED       CGS
 MB0433
 MB0433                          STATION DESCRIPTION
 MB0433
 MB0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MB0433'18.8 MI S FROM MEADVILLE.
 MB0433'ABOUT 1.95 MILE WEST ALONG U.S. HYS 19 AND 322 FROM THE STATE
 MB0433'HIGHWAY BUILDING IN THE SOUTH WEST EDGE OF MEADVILLE TO THE
 MB0433'JUNCTION OF 19 AND 322 THENCE 10.3 MILE SOUTH ALONG U.S. 19 TO
 MB0433'THE MERCER- CRAWFORD COUNTY LINE AND JUNCTION OF STATE HIGHWAY
 MB0433'285 THENCE 4.75 MILE SOUTH EAST ALONG 285 TO THE JUNCTION OF
 MB0433'STATE 285 AND COUNTY ROAD 43069 THENCE 1.75 MILE SOUTH WEST ON
 MB0433'43069, 25 FEET WEST OF THE CENTER LINE COUNTY ROAD 43069, 87
 MB0433'FEET SOUTH WEST OF TELEPHONE POLE NO. 27, 13 FEET NORTH EAST OF
 MB0433'AN OAK TREE, STANDARD BENCH MARK DISK SET IN TOP OF CONCRETE
 MB0433'POST, PROJECTING ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1942 ***********************************************************************
 KW1942  DESIGNATION -  F 246
 KW1942  PID         -  KW1942
 KW1942  STATE/COUNTY-  PA/CUMBERLAND
 KW1942  USGS QUAD   -  MECHANICSBURG (1987)
 KW1942
 KW1942                         *CURRENT SURVEY CONTROL
 KW1942  ___________________________________________________________________
 KW1942* NAD 83(1986)-  40 13 59.     (N)    077 04 47.     (W)     SCALED    
 KW1942* NAVD 88     -       135.756  (meters)     445.39   (feet)  ADJUSTED  
 KW1942  ___________________________________________________________________
 KW1942  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 KW1942  DYNAMIC HT  -         135.687 (meters)     445.17  (feet)  COMP
 KW1942  MODELED GRAV-     980,121.2   (mgal)                       NAVD 88
 KW1942
 KW1942  VERT ORDER  -  FIRST     CLASS II
 KW1942
 KW1942.The horizontal coordinates were scaled from a topographic map and have
 KW1942.an estimated accuracy of +/- 6 seconds.
 KW1942
 KW1942.The orthometric height was determined by differential leveling
 KW1942.and adjusted by the National Geodetic Survey in June 1991..
 KW1942
 KW1942.The geoid height was determined by GEOID03.
 KW1942
 KW1942.The dynamic height is computed by dividing the NAVD 88
 KW1942.geopotential number by the normal gravity value computed on the
 KW1942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1942.degrees latitude (g = 980.6199 gals.).
 KW1942
 KW1942.The modeled gravity was interpolated from observed gravity values.
 KW1942
 KW1942;                    North         East    Units  Estimated Accuracy
 KW1942;SPC PA S     -   100,120.      657,040.      MT  (+/- 180 meters Scaled)
 KW1942
 KW1942                          SUPERSEDED SURVEY CONTROL
 KW1942
 KW1942  NGVD 29 (??/??/??)  135.971  (m)          446.10   (f) ADJUSTED    1 2
 KW1942
 KW1942.Superseded values are not recommended for survey control.
 KW1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1942.See file dsdata.txt to determine how the superseded data were derived.
 KW1942
 KW1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK230556(NAD 83)
 KW1942_MARKER: DB = BENCH MARK DISK
 KW1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1942_STAMPING: F 246 1960
 KW1942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1942+STABILITY: SURFACE MOTION
 KW1942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW1942+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2006
 KW1942
 KW1942  HISTORY     - Date     Condition        Report By
 KW1942  HISTORY     - 1960     MONUMENTED       CGS
 KW1942  HISTORY     - 1979     GOOD             NGS
 KW1942  HISTORY     - 20041129 MARK NOT FOUND   PADT
 KW1942  HISTORY     - 20060706 GOOD             GEOCAC
 KW1942
 KW1942                          STATION DESCRIPTION
 KW1942
 KW1942'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1942'AT NEW KINGSTOWN.
 KW1942'AT NEW KINGSTOWN, AT THE INTERSECTION OF U.S. HIGHWAY 11 AND
 KW1942'ROAD NO. 21012, 36.7 FEET SOUTH OF THE CENTER LINE OF U.S.
 KW1942'HIGHWAY 11, 18 1/2 FEET EAST OF THE CENTER LINE OF ROAD NO. 21012,
 KW1942'3 1/2 FEET SOUTH OF TELEPHONE POLE NO. 58W, 1 1/2 FEET WEST OF
 KW1942'A WHITE BOARD FENCE, 68 PACES SOUTHEAST AND ACROSS THE HIGHWAY
 KW1942'FROM MAIN ENTRANCE TO EVANGELICAL CHURCH, ABOUT LEVEL WITH THE
 KW1942'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 KW1942'INCHES ABOVE THE LEVEL OF THE GROUND.
 KW1942
 KW1942                          STATION RECOVERY (1979)
 KW1942
 KW1942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW1942'RECOVERED IN GOOD CONDITION.
 KW1942
 KW1942                          STATION RECOVERY (2004)
 KW1942
 KW1942'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (LJM)
 KW1942'MARK NOT FOUND.
 KW1942
 KW1942                          STATION RECOVERY (2006)
 KW1942
 KW1942'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW1942'MARK IS AT SOUTHEAST CORNER OF INTERSECTION OF U.S. HIGHWAY 11 AND
 KW1942'LOCUST POINT ROAD. OMIT TELEPHONE POLE MEASUREMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1222 ***********************************************************************
 KW1222  DESIGNATION -  F 247
 KW1222  PID         -  KW1222
 KW1222  STATE/COUNTY-  PA/DAUPHIN
 KW1222  USGS QUAD   -  HARRISBURG WEST (1987)
 KW1222
 KW1222                         *CURRENT SURVEY CONTROL
 KW1222  ___________________________________________________________________
 KW1222* NAD 83(1986)-  40 17 28.     (N)    076 52 50.     (W)     SCALED    
 KW1222* NAVD 88     -       101.920  (meters)     334.38   (feet)  ADJUSTED  
 KW1222  ___________________________________________________________________
 KW1222  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KW1222  DYNAMIC HT  -         101.869 (meters)     334.22  (feet)  COMP
 KW1222  MODELED GRAV-     980,125.9   (mgal)                       NAVD 88
 KW1222
 KW1222  VERT ORDER  -  SECOND    CLASS 0
 KW1222
 KW1222.The horizontal coordinates were scaled from a topographic map and have
 KW1222.an estimated accuracy of +/- 6 seconds.
 KW1222
 KW1222.The orthometric height was determined by differential leveling
 KW1222.and adjusted by the National Geodetic Survey in June 1991..
 KW1222
 KW1222.The geoid height was determined by GEOID03.
 KW1222
 KW1222.The dynamic height is computed by dividing the NAVD 88
 KW1222.geopotential number by the normal gravity value computed on the
 KW1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1222.degrees latitude (g = 980.6199 gals.).
 KW1222
 KW1222.The modeled gravity was interpolated from observed gravity values.
 KW1222
 KW1222;                    North         East    Units  Estimated Accuracy
 KW1222;SPC PA S     -   106,710.      673,930.      MT  (+/- 180 meters Scaled)
 KW1222
 KW1222                          SUPERSEDED SURVEY CONTROL
 KW1222
 KW1222  NGVD 29 (??/??/??)  102.137  (m)          335.09   (f) ADJUSTED    2 0
 KW1222
 KW1222.Superseded values are not recommended for survey control.
 KW1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1222.See file dsdata.txt to determine how the superseded data were derived.
 KW1222
 KW1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK401617(NAD 83)
 KW1222_MARKER: DB = BENCH MARK DISK
 KW1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1222_STAMPING: F 247 1960
 KW1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1222+STABILITY: SURFACE MOTION
 KW1222
 KW1222  HISTORY     - Date     Condition        Report By
 KW1222  HISTORY     - 1960     MONUMENTED       CGS
 KW1222  HISTORY     - 1960     GOOD             CGS
 KW1222  HISTORY     - 1974     GOOD             PADT
 KW1222  HISTORY     - 20050617 MARK NOT FOUND   GEOCAC
 KW1222
 KW1222                          STATION DESCRIPTION
 KW1222
 KW1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1222'4.6 MI SE FROM ROCKVILLE.
 KW1222'ABOUT 0.8 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1222'EAST END OF THE LARGE PENNSYLVANIA RAILROAD BRIDGE OVER THE
 KW1222'SUSQUEHANNA RIVER AT ROCKVILLE, THENCE 0.8 MILE EAST ALONG STATE
 KW1222'HIGHWAY 39, THENCE 0.8 MILE SOUTH ALONG FARGREEN ROAD, THENCE
 KW1222'2.2 MILES SOUTH ALONG CROOKED HILL ROAD, AT THE Y JUNCTION
 KW1222'FORMED BY CROOKED HILL ROAD AND ELMERTON ROAD LEADING EAST,
 KW1222'28 FEET WEST OF THE CENTER LINE OF CROOKED HILL ROAD, 98 FEET
 KW1222'WEST-SOUTHWEST OF POWER LINE POLE NO. 21, 5 FEET WEST OF A
 KW1222'METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET
 KW1222'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 KW1222'LEVEL OF THE GROUND.
 KW1222
 KW1222                          STATION RECOVERY (1960)
 KW1222
 KW1222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KW1222'RECOVERED IN GOOD CONDITION.
 KW1222
 KW1222                          STATION RECOVERY (1974)
 KW1222
 KW1222'RECOVERY NOTE BY PA DEPT OF TRANSP 1974
 KW1222'RECOVERED IN GOOD CONDITION.
 KW1222
 KW1222                          STATION RECOVERY (2005)
 KW1222
 KW1222'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW1222'CROOKED HILL ROAD HAS BEEN MOVED. ELMERTON AVE WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1315 ***********************************************************************
 KW1315  DESIGNATION -  F 248
 KW1315  PID         -  KW1315
 KW1315  STATE/COUNTY-  PA/DAUPHIN
 KW1315  USGS QUAD   -  HARRISBURG EAST (1987)
 KW1315
 KW1315                         *CURRENT SURVEY CONTROL
 KW1315  ___________________________________________________________________
 KW1315* NAD 83(1986)-  40 21 46.     (N)    076 45 02.     (W)     SCALED    
 KW1315* NAVD 88     -       148.929  (meters)     488.61   (feet)  ADJUSTED  
 KW1315  ___________________________________________________________________
 KW1315  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 KW1315  DYNAMIC HT  -         148.854 (meters)     488.37  (feet)  COMP
 KW1315  MODELED GRAV-     980,115.4   (mgal)                       NAVD 88
 KW1315
 KW1315  VERT ORDER  -  SECOND    CLASS 0
 KW1315
 KW1315.The horizontal coordinates were scaled from a topographic map and have
 KW1315.an estimated accuracy of +/- 6 seconds.
 KW1315
 KW1315.The orthometric height was determined by differential leveling
 KW1315.and adjusted by the National Geodetic Survey in June 1991..
 KW1315
 KW1315.The geoid height was determined by GEOID03.
 KW1315
 KW1315.The dynamic height is computed by dividing the NAVD 88
 KW1315.geopotential number by the normal gravity value computed on the
 KW1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1315.degrees latitude (g = 980.6199 gals.).
 KW1315
 KW1315.The modeled gravity was interpolated from observed gravity values.
 KW1315
 KW1315;                    North         East    Units  Estimated Accuracy
 KW1315;SPC PA S     -   114,790.      684,890.      MT  (+/- 180 meters Scaled)
 KW1315
 KW1315                          SUPERSEDED SURVEY CONTROL
 KW1315
 KW1315  NGVD 29 (??/??/??)  149.140  (m)          489.30   (f) ADJUSTED    2 0
 KW1315
 KW1315.Superseded values are not recommended for survey control.
 KW1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1315.See file dsdata.txt to determine how the superseded data were derived.
 KW1315
 KW1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK513694(NAD 83)
 KW1315_MARKER: DB = BENCH MARK DISK
 KW1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1315_STAMPING: F 248 1960
 KW1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1315+STABILITY: SURFACE MOTION
 KW1315
 KW1315  HISTORY     - Date     Condition        Report By
 KW1315  HISTORY     - 1960     MONUMENTED       CGS
 KW1315  HISTORY     - 19950618 GOOD             USPSQD
 KW1315
 KW1315                          STATION DESCRIPTION
 KW1315
 KW1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1315'3.2 MI E FROM LINGLESTOWN.
 KW1315'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY 39 FROM THE FLAG POLE
 KW1315'IN THE TRAFFIC CIRCLE IN THE CENTER OF LINGLESTOWN, THENCE 1.15
 KW1315'MILES EAST ALONG PIKETOWN ROAD, AT THE T JUNCTION OF AN ASPHALT ROAD,
 KW1315'LEADING NORTH, 75 FEET NORTH OF CENTER LINE OF PIKETOWN ROAD,
 KW1315'25 FEET EAST OF THE CENTER LINE OF THE ASPHALT ROAD,
 KW1315'2 FEET SOUTH OF POWER LINE POLE NO. 76669, 59.2 FEET SOUTH OF THE
 KW1315'SOUTH END OF THE EAST CONCRETE HEADWALL OF A 24-INCH PIPE CULVERT
 KW1315'UNDER THE ASPHALT ROAD, 2 FEET NORTH OF A METAL WITNESS POST,
 KW1315'3 FEET BELOW THE LEVEL OF PIKETOWN ROAD, ABOUT LEVEL WITH THE
 KW1315'ASPHALT ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 KW1315'INCHES ABOVE THE LEVEL OF THE GROUND.
 KW1315
 KW1315                          STATION RECOVERY (1995)
 KW1315
 KW1315'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW1315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0239 ***********************************************************************
 KW0239  DESIGNATION -  F 249
 KW0239  PID         -  KW0239
 KW0239  STATE/COUNTY-  PA/SCHUYLKILL
 KW0239  USGS QUAD   -  PINE GROVE (1977)
 KW0239
 KW0239                         *CURRENT SURVEY CONTROL
 KW0239  ___________________________________________________________________
 KW0239* NAD 83(1986)-  40 32 46.     (N)    076 25 48.     (W)     SCALED    
 KW0239* NAVD 88     -       170.985  (meters)     560.97   (feet)  ADJUSTED  
 KW0239  ___________________________________________________________________
 KW0239  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KW0239  DYNAMIC HT  -         170.901 (meters)     560.70  (feet)  COMP
 KW0239  MODELED GRAV-     980,130.3   (mgal)                       NAVD 88
 KW0239
 KW0239  VERT ORDER  -  SECOND    CLASS 0
 KW0239
 KW0239.The horizontal coordinates were scaled from a topographic map and have
 KW0239.an estimated accuracy of +/- 6 seconds.
 KW0239
 KW0239.The orthometric height was determined by differential leveling
 KW0239.and adjusted by the National Geodetic Survey in June 1991..
 KW0239
 KW0239.The geoid height was determined by GEOID03.
 KW0239
 KW0239.The dynamic height is computed by dividing the NAVD 88
 KW0239.geopotential number by the normal gravity value computed on the
 KW0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0239.degrees latitude (g = 980.6199 gals.).
 KW0239
 KW0239.The modeled gravity was interpolated from observed gravity values.
 KW0239
 KW0239;                    North         East    Units  Estimated Accuracy
 KW0239;SPC PA S     -   135,500.      711,810.      MT  (+/- 180 meters Scaled)
 KW0239
 KW0239                          SUPERSEDED SURVEY CONTROL
 KW0239
 KW0239  NGVD 29 (??/??/??)  171.189  (m)          561.64   (f) ADJUSTED    2 0
 KW0239
 KW0239.Superseded values are not recommended for survey control.
 KW0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0239.See file dsdata.txt to determine how the superseded data were derived.
 KW0239
 KW0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK789893(NAD 83)
 KW0239_MARKER: DB = BENCH MARK DISK
 KW0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0239_STAMPING: F 249 1960
 KW0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0239+STABILITY: SURFACE MOTION
 KW0239
 KW0239  HISTORY     - Date     Condition        Report By
 KW0239  HISTORY     - 1960     MONUMENTED       CGS
 KW0239
 KW0239                          STATION DESCRIPTION
 KW0239
 KW0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0239'3 MI NE FROM SUEDBERG.
 KW0239'ABOUT 2.25 MILES NORTHEAST ALONG STATE HIGHWAY 443, THENCE 0.8
 KW0239'MILE NORTH ON AN ASPHALT ROAD, 35 1/2 FEET EAST ACROSS THE ROAD
 KW0239'FROM POWERLINE POLE NUMBER 36488, 16 1/2 FEET EAST OF THE CENTER
 KW0239'OF AN ASPHALT ROAD, 4 1/2 FEET SOUTHEAST OF A TELEPHONE POLE,
 KW0239'4 FEET WEST OF A FENCE LINE, 3 FEET NORTH OF A METAL WITNESS
 KW0239'POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD AND IS SET IN THE TOP
 KW0239'OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE LEVEL OF
 KW0239'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0240 ***********************************************************************
 KW0240  DESIGNATION -  F 249 RESET 1966
 KW0240  PID         -  KW0240
 KW0240  STATE/COUNTY-  PA/SCHUYLKILL
 KW0240  USGS QUAD   -  PINE GROVE (1977)
 KW0240
 KW0240                         *CURRENT SURVEY CONTROL
 KW0240  ___________________________________________________________________
 KW0240* NAD 83(1986)-  40 32 46.     (N)    076 25 48.     (W)     SCALED    
 KW0240* NAVD 88     -       169.16   (+/-2cm)     555.0    (feet)  VERTCON   
 KW0240  ___________________________________________________________________
 KW0240  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KW0240
 KW0240  VERT ORDER  -  THIRD (See Below)
 KW0240
 KW0240.The horizontal coordinates were scaled from a topographic map and have
 KW0240.an estimated accuracy of +/- 6 seconds.
 KW0240
 KW0240.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW0240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW0240.The vertical order pertains to the NGVD 29 superseded value.
 KW0240
 KW0240.The geoid height was determined by GEOID03.
 KW0240
 KW0240;                    North         East    Units  Estimated Accuracy
 KW0240;SPC PA S     -   135,500.      711,810.      MT  (+/- 180 meters Scaled)
 KW0240
 KW0240                          SUPERSEDED SURVEY CONTROL
 KW0240
 KW0240  NGVD 29 (??/??/??)  169.37   (m)          555.7    (f) RESET       3  
 KW0240
 KW0240.Superseded values are not recommended for survey control.
 KW0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0240.See file dsdata.txt to determine how the superseded data were derived.
 KW0240
 KW0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK789893(NAD 83)
 KW0240_MARKER: DB = BENCH MARK DISK
 KW0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0240_STAMPING: F 249 RESET 1966
 KW0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0240+STABILITY: SURFACE MOTION
 KW0240
 KW0240  HISTORY     - Date     Condition        Report By
 KW0240  HISTORY     - 1966     MONUMENTED       CGS
 KW0240
 KW0240                          STATION DESCRIPTION
 KW0240
 KW0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0240'2.9 MI NE FROM SUEDBERG.
 KW0240'ABOUT 2.2 MILES NORTHEAST ALONG STATE HIGHWAY 443, THENCE 0.7
 KW0240'MILE NORTH ALONG AN ASPHALT ROAD, 35 FEET NORTHEAST OF THE
 KW0240'APPROXIMATE CENTER OF ASPHALT ROAD, 30 FEET EAST OF THE
 KW0240'ENTRANCE TO INTERSTATE HIGHWAY 81, 1.0 FOOT EAST OF A METAL
 KW0240'WITNESS SIGN, SET IN THE TOP OF A CONCRETE POST PROJECTING
 KW0240'2-INCHES AND IS ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0466 ***********************************************************************
 MB0466  DESIGNATION -  F 250
 MB0466  PID         -  MB0466
 MB0466  STATE/COUNTY-  PA/LAWRENCE
 MB0466  USGS QUAD   -  SLIPPERY ROCK (1977)
 MB0466
 MB0466                         *CURRENT SURVEY CONTROL
 MB0466  ___________________________________________________________________
 MB0466* NAD 83(1986)-  41 04 36.     (N)    080 06 56.     (W)     SCALED    
 MB0466* NAVD 88     -       380.275  (meters)    1247.62   (feet)  ADJUSTED  
 MB0466  ___________________________________________________________________
 MB0466  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 MB0466  DYNAMIC HT  -         380.095 (meters)    1247.03  (feet)  COMP
 MB0466  MODELED GRAV-     980,137.4   (mgal)                       NAVD 88
 MB0466
 MB0466  VERT ORDER  -  SECOND    CLASS 0
 MB0466
 MB0466.The horizontal coordinates were scaled from a topographic map and have
 MB0466.an estimated accuracy of +/- 6 seconds.
 MB0466
 MB0466.The orthometric height was determined by differential leveling
 MB0466.and adjusted by the National Geodetic Survey in June 1991..
 MB0466
 MB0466.The geoid height was determined by GEOID03.
 MB0466
 MB0466.The dynamic height is computed by dividing the NAVD 88
 MB0466.geopotential number by the normal gravity value computed on the
 MB0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0466.degrees latitude (g = 980.6199 gals.).
 MB0466
 MB0466.The modeled gravity was interpolated from observed gravity values.
 MB0466
 MB0466;                    North         East    Units  Estimated Accuracy
 MB0466;SPC PA S     -   196,240.      401,220.      MT  (+/- 180 meters Scaled)
 MB0466
 MB0466                          SUPERSEDED SURVEY CONTROL
 MB0466
 MB0466  NGVD 29 (??/??/92)  380.407  (m)         1248.05   (f) ADJ UNCH    2 0
 MB0466
 MB0466.Superseded values are not recommended for survey control.
 MB0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0466.See file dsdata.txt to determine how the superseded data were derived.
 MB0466
 MB0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF742476(NAD 83)
 MB0466_MARKER: DB = BENCH MARK DISK
 MB0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0466_STAMPING: F 250 1960
 MB0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0466+STABILITY: SURFACE MOTION
 MB0466
 MB0466  HISTORY     - Date     Condition        Report By
 MB0466  HISTORY     - 1960     MONUMENTED       CGS
 MB0466
 MB0466                          STATION DESCRIPTION
 MB0466
 MB0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MB0466'2.6 MI N FROM MOORES CORNERS.
 MB0466'ABOUT 2.65 MILE NORTH ALONG COUNTY ROAD 37049 FROM THE JUNCTION
 MB0466'OF STATE HIGHWAYS 488 AND 108 AT MOORES CORNERS, 23 FEET EAST OF
 MB0466'THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF WITNESS POST, 36 FEET
 MB0466'NORTH OF CORNER OF FIELD, STANDARD BENCH MARK DISK SET IN TOP
 MB0466'OF CONCRETE POST PROJECTING ABOUT 3 INCHES.  ALSO-- ABOUT 0.05
 MB0466'MILE SOUTH OF A RED BARN.  ALSO-- ABOUT 0.05 MILE SOUTH OF THE
 MB0466'JUNCTION OF COUNTY ROADS 37049 AND 37048.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0241 ***********************************************************************
 KY0241  DESIGNATION -  F 251
 KY0241  PID         -  KY0241
 KY0241  STATE/COUNTY-  PA/ALLEGHENY
 KY0241  USGS QUAD   -  MARS (1979)
 KY0241
 KY0241                         *CURRENT SURVEY CONTROL
 KY0241  ___________________________________________________________________
 KY0241* NAD 83(1986)-  40 39 45.     (N)    080 05 39.     (W)     SCALED    
 KY0241* NAVD 88     -       324.702  (meters)    1065.29   (feet)  ADJUSTED  
 KY0241  ___________________________________________________________________
 KY0241  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KY0241  DYNAMIC HT  -         324.535 (meters)    1064.75  (feet)  COMP
 KY0241  MODELED GRAV-     980,102.2   (mgal)                       NAVD 88
 KY0241
 KY0241  VERT ORDER  -  SECOND    CLASS 0
 KY0241
 KY0241.The horizontal coordinates were scaled from a topographic map and have
 KY0241.an estimated accuracy of +/- 6 seconds.
 KY0241
 KY0241.The orthometric height was determined by differential leveling
 KY0241.and adjusted by the National Geodetic Survey in June 1991..
 KY0241
 KY0241.The geoid height was determined by GEOID03.
 KY0241
 KY0241.The dynamic height is computed by dividing the NAVD 88
 KY0241.geopotential number by the normal gravity value computed on the
 KY0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0241.degrees latitude (g = 980.6199 gals.).
 KY0241
 KY0241.The modeled gravity was interpolated from observed gravity values.
 KY0241
 KY0241;                    North         East    Units  Estimated Accuracy
 KY0241;SPC PA S     -   150,220.      401,800.      MT  (+/- 180 meters Scaled)
 KY0241
 KY0241                          SUPERSEDED SURVEY CONTROL
 KY0241
 KY0241  NGVD 29 (??/??/92)  324.852  (m)         1065.79   (f) ADJ UNCH    2 0
 KY0241
 KY0241.Superseded values are not recommended for survey control.
 KY0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0241.See file dsdata.txt to determine how the superseded data were derived.
 KY0241
 KY0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF765016(NAD 83)
 KY0241_MARKER: DB = BENCH MARK DISK
 KY0241_SETTING: 0 = UNSPECIFIED SETTING
 KY0241_STAMPING: F 251 1960
 KY0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0241
 KY0241  HISTORY     - Date     Condition        Report By
 KY0241  HISTORY     - 1960     MONUMENTED       CGS
 KY0241  HISTORY     - 20051206 GOOD             GEOCAC
 KY0241  HISTORY     - 20060104 GOOD             LDACE
 KY0241
 KY0241                          STATION DESCRIPTION
 KY0241
 KY0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0241'9.8 MI S FROM ZELIENOPLE.
 KY0241'ABOUT 9.8 MILE SOUTH ALONG U.S. HY. 19 FROM THE JUNCTION OF U.S.
 KY0241'19 AND STATE HY. 68 IN THE SOUTH EDGE OF ZELIENOPLE, AT THE
 KY0241'CROSSING OF PENNSYLVANIA TURNPIKE OVER U.S. HY. 19, STANDARD
 KY0241'BENCH MARK DISK DRILLED IN VERTICALLY, 27 FEET EAST OF THE
 KY0241'CENTERLINE OF U.S. 19 NORTH, 180 FEET SOUTH OF TELEPHONE POLE
 KY0241'NO. 9389, 45 FEET EAST OF THE CENTER OF DIVIDE STRIP IF BRIDGE.
 KY0241
 KY0241                          STATION RECOVERY (2005)
 KY0241
 KY0241'RECOVERY NOTE BY GEOCACHING 2005 (JTF)
 KY0241'RECOVERED IN GOOD CONDITION.
 KY0241
 KY0241                          STATION RECOVERY (2006)
 KY0241
 KY0241'RECOVERY NOTE BY LOUISVILLE DISTRICT USE 2006 (DLS)
 KY0241'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0624 ***********************************************************************
 KY0624  DESIGNATION -  F 252
 KY0624  PID         -  KY0624
 KY0624  STATE/COUNTY-  PA/WASHINGTON
 KY0624  USGS QUAD   -  CANONSBURG (1979)
 KY0624
 KY0624                         *CURRENT SURVEY CONTROL
 KY0624  ___________________________________________________________________
 KY0624* NAD 83(1986)-  40 17 23.     (N)    080 09 24.     (W)     SCALED    
 KY0624* NAVD 88     -       309.832  (meters)    1016.51   (feet)  ADJUSTED  
 KY0624  ___________________________________________________________________
 KY0624  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KY0624  DYNAMIC HT  -         309.665 (meters)    1015.96  (feet)  COMP
 KY0624  MODELED GRAV-     980,078.1   (mgal)                       NAVD 88
 KY0624
 KY0624  VERT ORDER  -  SECOND    CLASS 0
 KY0624
 KY0624.The horizontal coordinates were scaled from a topographic map and have
 KY0624.an estimated accuracy of +/- 6 seconds.
 KY0624
 KY0624.The orthometric height was determined by differential leveling
 KY0624.and adjusted by the National Geodetic Survey in June 1991..
 KY0624
 KY0624.The geoid height was determined by GEOID03.
 KY0624
 KY0624.The dynamic height is computed by dividing the NAVD 88
 KY0624.geopotential number by the normal gravity value computed on the
 KY0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0624.degrees latitude (g = 980.6199 gals.).
 KY0624
 KY0624.The modeled gravity was interpolated from observed gravity values.
 KY0624
 KY0624;                    North         East    Units  Estimated Accuracy
 KY0624;SPC PA S     -   108,980.      395,390.      MT  (+/- 180 meters Scaled)
 KY0624
 KY0624                          SUPERSEDED SURVEY CONTROL
 KY0624
 KY0624  NGVD 29 (??/??/92)  309.970  (m)         1016.96   (f) ADJ UNCH    2 0
 KY0624
 KY0624.Superseded values are not recommended for survey control.
 KY0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0624.See file dsdata.txt to determine how the superseded data were derived.
 KY0624
 KY0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE716602(NAD 83)
 KY0624_MARKER: DB = BENCH MARK DISK
 KY0624_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0624_SP_SET: BRIDGE
 KY0624_STAMPING: F 252 1960
 KY0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0624
 KY0624  HISTORY     - Date     Condition        Report By
 KY0624  HISTORY     - 1960     MONUMENTED       CGS
 KY0624
 KY0624                          STATION DESCRIPTION
 KY0624
 KY0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0624'3.3 MI NE FROM CANONSBURG.
 KY0624'ABOUT 3.3 MILE NORTH EAST ALONG STATE HY. 519 FROM THE MELON
 KY0624'BANK OF CANONSBURG, 21 FEET NORTH EAST OF THE CENTERLINE OF
 KY0624'HY. 519, STANDARD BENCH MARK DISK DRILLED IN HORIZONTAL
 KY0624'IN BRIDGE OVER CREEK, SET IN TOP CENTER OF THE EAST WINGWALL
 KY0624'AT THE SOUTH EAST END OF THE NORTH EAST HEADWALL OF 15 FOOT
 KY0624'BRIDGE, ABOUT 1 FOOT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0253 ***********************************************************************
 KY0253  DESIGNATION -  F 253
 KY0253  PID         -  KY0253
 KY0253  STATE/COUNTY-  PA/ALLEGHENY
 KY0253  USGS QUAD   -  EMSWORTH (1979)
 KY0253
 KY0253                         *CURRENT SURVEY CONTROL
 KY0253  ___________________________________________________________________
 KY0253* NAD 83(1986)-  40 36 05.     (N)    080 05 56.     (W)     SCALED    
 KY0253* NAVD 88     -       375.344  (meters)    1231.44   (feet)  ADJUSTED  
 KY0253  ___________________________________________________________________
 KY0253  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KY0253  DYNAMIC HT  -         375.147 (meters)    1230.79  (feet)  COMP
 KY0253  MODELED GRAV-     980,090.3   (mgal)                       NAVD 88
 KY0253
 KY0253  VERT ORDER  -  SECOND    CLASS 0
 KY0253
 KY0253.The horizontal coordinates were scaled from a topographic map and have
 KY0253.an estimated accuracy of +/- 6 seconds.
 KY0253
 KY0253.The orthometric height was determined by differential leveling
 KY0253.and adjusted by the National Geodetic Survey in June 1991..
 KY0253
 KY0253.The geoid height was determined by GEOID03.
 KY0253
 KY0253.The dynamic height is computed by dividing the NAVD 88
 KY0253.geopotential number by the normal gravity value computed on the
 KY0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0253.degrees latitude (g = 980.6199 gals.).
 KY0253
 KY0253.The modeled gravity was interpolated from observed gravity values.
 KY0253
 KY0253;                    North         East    Units  Estimated Accuracy
 KY0253;SPC PA S     -   143,440.      401,220.      MT  (+/- 180 meters Scaled)
 KY0253
 KY0253                          SUPERSEDED SURVEY CONTROL
 KY0253
 KY0253  NGVD 29 (??/??/92)  375.490  (m)         1231.92   (f) ADJ UNCH    2 0
 KY0253
 KY0253.Superseded values are not recommended for survey control.
 KY0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0253.See file dsdata.txt to determine how the superseded data were derived.
 KY0253
 KY0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE762948(NAD 83)
 KY0253_MARKER: DB = BENCH MARK DISK
 KY0253_SETTING: 0 = UNSPECIFIED SETTING
 KY0253_STAMPING: F 253 1960
 KY0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0253
 KY0253  HISTORY     - Date     Condition        Report By
 KY0253  HISTORY     - 1960     MONUMENTED       CGS
 KY0253
 KY0253                          STATION DESCRIPTION
 KY0253
 KY0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0253'7.2 MI N FROM GLENFIELD.
 KY0253'ABOUT 2.65 MILE NORTH ALONG GLENFIELD RD. FROM THE JUNCTION OF
 KY0253'GLENFIELD RD. AND STATE HY. 88 IN GLENFIELD THENCE 0.75 MILE
 KY0253'NORTH EAST ON BLACKTOP ROAD TO JUNCTION OF STATE HY. 856 THENCE
 KY0253'3.75 MILE NORTH ALONG HY. 856, 24 FEET EAST OF THE CENTERLINE OF
 KY0253'HY. 856, 18 FEET NORTH OF THE CENTERLINE OF DRIVE TO ONE-STORY
 KY0253'HOUSE, 198 FEET SOUTH EAST OF THE CENTER OF THE JUNCTION OF
 KY0253'MC KENNEY DR. AND HY. 856, 123 FEET SOUTH OF POWER POLE NO.
 KY0253'10310, STANDARD BENCH MARK DISK DRILLED IN HORIZONTAL.
 KY0253'NOTE-- ALSO 0.25 MILE NORTH OF THE FRANKLIN BAPTIST CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0294 ***********************************************************************
 KW0294  DESIGNATION -  F 256
 KW0294  PID         -  KW0294
 KW0294  STATE/COUNTY-  PA/SCHUYLKILL
 KW0294  USGS QUAD   -  ASHLAND (1984)
 KW0294
 KW0294                         *CURRENT SURVEY CONTROL
 KW0294  ___________________________________________________________________
 KW0294* NAD 83(1986)-  40 45 04.     (N)    076 16 38.     (W)     SCALED    
 KW0294* NAVD 88     -       465.807  (meters)    1528.24   (feet)  ADJUSTED  
 KW0294  ___________________________________________________________________
 KW0294  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KW0294  DYNAMIC HT  -         465.584 (meters)    1527.50  (feet)  COMP
 KW0294  MODELED GRAV-     980,130.7   (mgal)                       NAVD 88
 KW0294
 KW0294  VERT ORDER  -  SECOND    CLASS 0
 KW0294
 KW0294.The horizontal coordinates were scaled from a topographic map and have
 KW0294.an estimated accuracy of +/- 6 seconds.
 KW0294
 KW0294.The orthometric height was determined by differential leveling
 KW0294.and adjusted by the National Geodetic Survey in June 1991..
 KW0294
 KW0294.The geoid height was determined by GEOID03.
 KW0294
 KW0294.The dynamic height is computed by dividing the NAVD 88
 KW0294.geopotential number by the normal gravity value computed on the
 KW0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0294.degrees latitude (g = 980.6199 gals.).
 KW0294
 KW0294.The modeled gravity was interpolated from observed gravity values.
 KW0294
 KW0294;                    North         East    Units  Estimated Accuracy
 KW0294;SPC PA S     -   158,460.      724,370.      MT  (+/- 180 meters Scaled)
 KW0294
 KW0294                          SUPERSEDED SURVEY CONTROL
 KW0294
 KW0294  NGVD 29 (??/??/??)  466.032  (m)         1528.97   (f) ADJUSTED    2 0
 KW0294
 KW0294.Superseded values are not recommended for survey control.
 KW0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0294.See file dsdata.txt to determine how the superseded data were derived.
 KW0294
 KW0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL921119(NAD 83)
 KW0294_MARKER: DB = BENCH MARK DISK
 KW0294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0294_SP_SET: CONCRETE BASE
 KW0294_STAMPING: F 256 1960
 KW0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0294
 KW0294  HISTORY     - Date     Condition        Report By
 KW0294  HISTORY     - 1960     MONUMENTED       CGS
 KW0294
 KW0294                          STATION DESCRIPTION
 KW0294
 KW0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0294'4.3 MI SW FROM FRACKVILLE.
 KW0294'ABOUT 0.8 MILE SOUTH ALONG THE READING RAILWAY FROM THE
 KW0294'STATION AT FRACKVILLE, THENCE 1.2 MILES WEST ALONG A TRACK ROAD,
 KW0294'THENCE 0.2 MILE SOUTH ALONG A TRACK ROAD, THENCE 2.1 MILES
 KW0294'WEST ALONG A DIM ROAD ALONG A TRANSMISSION TOWER LINE, ON THE
 KW0294'TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE SUPPORTING
 KW0294'THE NORTHWEST STEEL LEG OF TOWER NO. 34-4/ SS, 0.6 FOOT
 KW0294'NORTHWEST OF THE NORTHWEST LEG AND 0.8 FOOT ABOVE THE LEVEL OF
 KW0294'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2422 ***********************************************************************
 KV2422  DESIGNATION -  F 257
 KV2422  PID         -  KV2422
 KV2422  STATE/COUNTY-  PA/BERKS
 KV2422  USGS QUAD   -  READING (1983)
 KV2422
 KV2422                         *CURRENT SURVEY CONTROL
 KV2422  ___________________________________________________________________
 KV2422* NAD 83(1986)-  40 16 45.     (N)    075 55 20.     (W)     SCALED    
 KV2422* NAVD 88     -        99.490  (meters)     326.41   (feet)  ADJUSTED  
 KV2422  ___________________________________________________________________
 KV2422  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 KV2422  DYNAMIC HT  -          99.438 (meters)     326.24  (feet)  COMP
 KV2422  MODELED GRAV-     980,096.7   (mgal)                       NAVD 88
 KV2422
 KV2422  VERT ORDER  -  SECOND    CLASS 0
 KV2422
 KV2422.The horizontal coordinates were scaled from a topographic map and have
 KV2422.an estimated accuracy of +/- 6 seconds.
 KV2422
 KV2422.The orthometric height was determined by differential leveling
 KV2422.and adjusted by the National Geodetic Survey in June 1991..
 KV2422
 KV2422.The geoid height was determined by GEOID03.
 KV2422
 KV2422.The dynamic height is computed by dividing the NAVD 88
 KV2422.geopotential number by the normal gravity value computed on the
 KV2422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2422.degrees latitude (g = 980.6199 gals.).
 KV2422
 KV2422.The modeled gravity was interpolated from observed gravity values.
 KV2422
 KV2422;                    North         East    Units  Estimated Accuracy
 KV2422;SPC PA S     -   106,630.      755,430.      MT  (+/- 180 meters Scaled)
 KV2422
 KV2422                          SUPERSEDED SURVEY CONTROL
 KV2422
 KV2422  NGVD 29 (??/??/??)   99.730  (m)          327.20   (f) ADJUSTED    2 0
 KV2422
 KV2422.Superseded values are not recommended for survey control.
 KV2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2422.See file dsdata.txt to determine how the superseded data were derived.
 KV2422
 KV2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK216591(NAD 83)
 KV2422_MARKER: DB = BENCH MARK DISK
 KV2422_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2422_SP_SET: BRIDGE
 KV2422_STAMPING: F 257 1960
 KV2422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2422_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2422+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2001
 KV2422
 KV2422  HISTORY     - Date     Condition        Report By
 KV2422  HISTORY     - 1960     MONUMENTED       CGS
 KV2422  HISTORY     - 19910713 GOOD             USPSQD
 KV2422  HISTORY     - 20010424 GOOD             PADT
 KV2422
 KV2422                          STATION DESCRIPTION
 KV2422
 KV2422'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2422'3.4 MI S FROM READING.
 KV2422'ABOUT 3.4 MILES SOUTH ALONG U.S. HIGHWAY 122 FROM ITS JUNCTION
 KV2422'WITH U.S. HIGHWAY 222 AND STATE HIGHWAY 73 IN THE SOUTH PART
 KV2422'OF THE CITY OF READING, ON THE TOP OF THE SOUTH END OF THE EAST
 KV2422'CONCRETE HEADWALL OF A 20-FOOT LONG CONCRETE BRIDGE OVER A SMALL
 KV2422'CREEK, ABOUT 125 YARDS SOUTH OF THE JUNCTION OF AN ASPHALT ROAD
 KV2422'LEADING NORTHEAST (TOWNSHIP ROUTE NO. 332), 22 FEET EAST OF THE
 KV2422'CENTER LINE OF THE HIGHWAY, 1.7 FEET NORTH OF THE SOUTH END OF
 KV2422'THE HEADWALL AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 KV2422
 KV2422                          STATION RECOVERY (1991)
 KV2422
 KV2422'RECOVERY NOTE BY US POWER SQUADRON 1991 (MWD)
 KV2422'RECOVERED IN GOOD CONDITION.
 KV2422
 KV2422                          STATION RECOVERY (2001)
 KV2422
 KV2422'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (BH)
 KV2422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0486 ***********************************************************************
 KW0486  DESIGNATION -  F 258
 KW0486  PID         -  KW0486
 KW0486  STATE/COUNTY-  PA/LEBANON
 KW0486  USGS QUAD   -  FREDERICKSBURG (1978)
 KW0486
 KW0486                         *CURRENT SURVEY CONTROL
 KW0486  ___________________________________________________________________
 KW0486* NAD 83(1986)-  40 25 27.     (N)    076 28 22.     (W)     SCALED    
 KW0486* NAVD 88     -       152.625  (meters)     500.74   (feet)  ADJUSTED  
 KW0486  ___________________________________________________________________
 KW0486  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 KW0486  DYNAMIC HT  -         152.548 (meters)     500.48  (feet)  COMP
 KW0486  MODELED GRAV-     980,114.1   (mgal)                       NAVD 88
 KW0486
 KW0486  VERT ORDER  -  SECOND    CLASS 0
 KW0486
 KW0486.The horizontal coordinates were scaled from a topographic map and have
 KW0486.an estimated accuracy of +/- 6 seconds.
 KW0486
 KW0486.The orthometric height was determined by differential leveling
 KW0486.and adjusted by the National Geodetic Survey in June 1991..
 KW0486
 KW0486.The geoid height was determined by GEOID03.
 KW0486
 KW0486.The dynamic height is computed by dividing the NAVD 88
 KW0486.geopotential number by the normal gravity value computed on the
 KW0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0486.degrees latitude (g = 980.6199 gals.).
 KW0486
 KW0486.The modeled gravity was interpolated from observed gravity values.
 KW0486
 KW0486;                    North         East    Units  Estimated Accuracy
 KW0486;SPC PA S     -   121,900.      708,380.      MT  (+/- 180 meters Scaled)
 KW0486
 KW0486                          SUPERSEDED SURVEY CONTROL
 KW0486
 KW0486  NGVD 29 (??/??/??)  152.834  (m)          501.42   (f) ADJUSTED    2 0
 KW0486
 KW0486.Superseded values are not recommended for survey control.
 KW0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0486.See file dsdata.txt to determine how the superseded data were derived.
 KW0486
 KW0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK750758(NAD 83)
 KW0486_MARKER: DB = BENCH MARK DISK
 KW0486_SETTING: 0 = UNSPECIFIED SETTING
 KW0486_STAMPING: F 258 1960
 KW0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0486
 KW0486  HISTORY     - Date     Condition        Report By
 KW0486  HISTORY     - 1960     MONUMENTED       CGS
 KW0486  HISTORY     - 20040410 GOOD             GEOCAC
 KW0486
 KW0486                          STATION DESCRIPTION
 KW0486
 KW0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0486'1.4 MI E FROM JONESTOWN.
 KW0486'ABOUT 1.4 MILES EAST ALONG U.S. HIGHWAY 22 FROM THE JUNCTION OF
 KW0486'STATE HIGHWAY 72 AND U.S. HIGHWAY 22 AT JONESTOWN, SET NEAR
 KW0486'THE SOUTHWEST END OF A CONCRETE WALL OF A STORM SEWER DRAIN, 37.0
 KW0486'FEET WEST OF THE CENTERLINE OF A NORTH AND SOUTH BLACKTOP ROAD,
 KW0486'35.8 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC
 KW0486'LANE OF U.S. HIGHWAY 22, 9.0 FEET SOUTHWEST OF A STANDARD
 KW0486'METAL WITNESS POST AND MARKER, 1/2 FOOT BELOW THE SURFACE OF
 KW0486'THE HIGHWAY.
 KW0486
 KW0486                          STATION RECOVERY (2004)
 KW0486
 KW0486'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0486'NO WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0181 ***********************************************************************
 KW0181  DESIGNATION -  F 259 PADH
 KW0181  PID         -  KW0181
 KW0181  STATE/COUNTY-  PA/BERKS
 KW0181  USGS QUAD   -  AUBURN (1983)
 KW0181
 KW0181                         *CURRENT SURVEY CONTROL
 KW0181  ___________________________________________________________________
 KW0181* NAD 83(1986)-  40 30 56.     (N)    076 06 39.     (W)     SCALED    
 KW0181* NAVD 88     -       180.555  (meters)     592.37   (feet)  ADJUSTED  
 KW0181  ___________________________________________________________________
 KW0181  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 KW0181  DYNAMIC HT  -         180.462 (meters)     592.07  (feet)  COMP
 KW0181  MODELED GRAV-     980,104.9   (mgal)                       NAVD 88
 KW0181
 KW0181  VERT ORDER  -  SECOND    CLASS 0
 KW0181
 KW0181.The horizontal coordinates were scaled from a topographic map and have
 KW0181.an estimated accuracy of +/- 6 seconds.
 KW0181
 KW0181.The orthometric height was determined by differential leveling
 KW0181.and adjusted by the National Geodetic Survey in June 1991..
 KW0181
 KW0181.The geoid height was determined by GEOID03.
 KW0181
 KW0181.The dynamic height is computed by dividing the NAVD 88
 KW0181.geopotential number by the normal gravity value computed on the
 KW0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0181.degrees latitude (g = 980.6199 gals.).
 KW0181
 KW0181.The modeled gravity was interpolated from observed gravity values.
 KW0181
 KW0181;                    North         East    Units  Estimated Accuracy
 KW0181;SPC PA S     -   132,560.      738,900.      MT  (+/- 180 meters Scaled)
 KW0181
 KW0181                          SUPERSEDED SURVEY CONTROL
 KW0181
 KW0181  NGVD 29 (??/??/??)  180.758  (m)          593.04   (f) ADJUSTED    2 0
 KW0181
 KW0181.Superseded values are not recommended for survey control.
 KW0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0181.See file dsdata.txt to determine how the superseded data were derived.
 KW0181
 KW0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK058855(NAD 83)
 KW0181_MARKER: DD = SURVEY DISK
 KW0181_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0181_SP_SET: BRIDGE
 KW0181_STAMPING: F 259
 KW0181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0181+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005
 KW0181
 KW0181  HISTORY     - Date     Condition        Report By
 KW0181  HISTORY     - UNK      MONUMENTED       PADH
 KW0181  HISTORY     - 1960     GOOD             CGS
 KW0181  HISTORY     - 20050425 GOOD             GEOCAC
 KW0181
 KW0181                          STATION DESCRIPTION
 KW0181
 KW0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0181'AT SHARTLESVILLE.
 KW0181'AT SHARTLESVILLE, ON TOP OF THE SOUTH END OF THE EAST CONCRETE
 KW0181'CURB OF THE LARGE BRIDGE OVER U.S. HIGHWAY 22, 21 FEET EAST
 KW0181'OF THE CENTER LINE OF THE NORTH-SOUTH ASPHALT ROAD, 0.8 FOOT
 KW0181'NORTH OF THE SOUTH END OF THE CURB AND 1 FOOT ABOVE THE LEVEL OF
 KW0181'THE BRIDGE FLOOR.
 KW0181
 KW0181                          STATION RECOVERY (2005)
 KW0181
 KW0181'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0328 ***********************************************************************
 MA0328  DESIGNATION -  F 26
 MA0328  PID         -  MA0328
 MA0328  STATE/COUNTY-  PA/CAMERON
 MA0328  USGS QUAD   -  WEST CREEK (1981)
 MA0328
 MA0328                         *CURRENT SURVEY CONTROL
 MA0328  ___________________________________________________________________
 MA0328* NAD 83(1986)-  41 29 22.     (N)    078 18 01.     (W)     SCALED    
 MA0328* NAVD 88     -       340.310  (meters)    1116.50   (feet)  ADJUSTED  
 MA0328  ___________________________________________________________________
 MA0328  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 MA0328  DYNAMIC HT  -         340.159 (meters)    1116.01  (feet)  COMP
 MA0328  MODELED GRAV-     980,171.9   (mgal)                       NAVD 88
 MA0328
 MA0328  VERT ORDER  -  SECOND    CLASS 0
 MA0328
 MA0328.The horizontal coordinates were scaled from a topographic map and have
 MA0328.an estimated accuracy of +/- 6 seconds.
 MA0328
 MA0328.The orthometric height was determined by differential leveling
 MA0328.and adjusted by the National Geodetic Survey in June 1991..
 MA0328
 MA0328.The geoid height was determined by GEOID03.
 MA0328
 MA0328.The dynamic height is computed by dividing the NAVD 88
 MA0328.geopotential number by the normal gravity value computed on the
 MA0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0328.degrees latitude (g = 980.6199 gals.).
 MA0328
 MA0328.The modeled gravity was interpolated from observed gravity values.
 MA0328
 MA0328;                    North         East    Units  Estimated Accuracy
 MA0328;SPC PA N     -   147,050.      554,050.      MT  (+/- 180 meters Scaled)
 MA0328
 MA0328                          SUPERSEDED SURVEY CONTROL
 MA0328
 MA0328  NGVD 29 (??/??/92)  340.467  (m)         1117.02   (f) ADJ UNCH    2 0
 MA0328
 MA0328.Superseded values are not recommended for survey control.
 MA0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0328.See file dsdata.txt to determine how the superseded data were derived.
 MA0328
 MA0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF253966(NAD 83)
 MA0328_MARKER: DB = BENCH MARK DISK
 MA0328_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0328_SP_SET: CULVERT
 MA0328_STAMPING: F 26 1934
 MA0328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0328
 MA0328  HISTORY     - Date     Condition        Report By
 MA0328  HISTORY     - 1934     MONUMENTED       CGS
 MA0328
 MA0328                          STATION DESCRIPTION
 MA0328
 MA0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0328'3.5 MI W FROM EMPORIUM.
 MA0328'3.5 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM EMPORIUM,
 MA0328'CAMERON COUNTY, 2,600 FEET WEST OF MILEPOST 146, AT A STONE
 MA0328'BOX CULVERT, IN THE TOP OF THE SOUTHEAST END, 17 FEET SOUTH
 MA0328'OF THE CENTER LINE OF THE TRACK, AND ABOUT 5 FEET LOWER THAN
 MA0328'THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2644 ***********************************************************************
 KV2644  DESIGNATION -  F 260 PADH
 KV2644  PID         -  KV2644
 KV2644  STATE/COUNTY-  PA/LEHIGH
 KV2644  USGS QUAD   -  TOPTON (1992)
 KV2644
 KV2644                         *CURRENT SURVEY CONTROL
 KV2644  ___________________________________________________________________
 KV2644* NAD 83(1986)-  40 34 37.     (N)    075 40 28.     (W)     SCALED    
 KV2644* NAVD 88     -       183.234  (meters)     601.16   (feet)  ADJUSTED  
 KV2644  ___________________________________________________________________
 KV2644  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 KV2644  DYNAMIC HT  -         183.140 (meters)     600.85  (feet)  COMP
 KV2644  MODELED GRAV-     980,112.5   (mgal)                       NAVD 88
 KV2644
 KV2644  VERT ORDER  -  SECOND    CLASS 0
 KV2644
 KV2644.The horizontal coordinates were scaled from a topographic map and have
 KV2644.an estimated accuracy of +/- 6 seconds.
 KV2644
 KV2644.The orthometric height was determined by differential leveling
 KV2644.and adjusted by the National Geodetic Survey in June 1991..
 KV2644
 KV2644.The geoid height was determined by GEOID03.
 KV2644
 KV2644.The dynamic height is computed by dividing the NAVD 88
 KV2644.geopotential number by the normal gravity value computed on the
 KV2644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2644.degrees latitude (g = 980.6199 gals.).
 KV2644
 KV2644.The modeled gravity was interpolated from observed gravity values.
 KV2644
 KV2644;                    North         East    Units  Estimated Accuracy
 KV2644;SPC PA S     -   140,150.      775,720.      MT  (+/- 180 meters Scaled)
 KV2644
 KV2644                          SUPERSEDED SURVEY CONTROL
 KV2644
 KV2644  NGVD 29 (??/??/??)  183.434  (m)          601.82   (f) ADJUSTED    2 0
 KV2644
 KV2644.Superseded values are not recommended for survey control.
 KV2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2644.See file dsdata.txt to determine how the superseded data were derived.
 KV2644
 KV2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK429920(NAD 83)
 KV2644_MARKER: DD = SURVEY DISK
 KV2644_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2644_SP_SET: BRIDGE BANNISTER
 KV2644_STAMPING: F 260
 KV2644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2644
 KV2644  HISTORY     - Date     Condition        Report By
 KV2644  HISTORY     - 1960     MONUMENTED       PADH
 KV2644  HISTORY     - 1960     GOOD             CGS
 KV2644  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV2644
 KV2644                          STATION DESCRIPTION
 KV2644
 KV2644'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2644'2.7 MI W FROM FOGELSVILLE.
 KV2644'2.7 MILES WEST ALONG U.S. HIGHWAY 22 FROM THE FOGELSVILLE INTERCHANGE
 KV2644'AT FOGELSVILLE, SET ON TOP OF THE EAST END OF THE SOUTH CONCRETE
 KV2644'BANNISTER OF A LARGE BRIDGE OVER A BLACK TOP ROAD, 21.6 FEET
 KV2644'SOUTH OF THE CENTER LINE OF THE EAST BOUND LANE OF THE HIGHWAY,
 KV2644'0.9 FOOT WEST OF THE EAST END OF THE BANNISTER AND ABOUT 2 FEET
 KV2644'ABOVE THE LEVEL OF THE HIGHWAY.
 KV2644
 KV2644                          STATION RECOVERY (1990)
 KV2644
 KV2644'RECOVERY NOTE BY US POWER SQUADRON 1990 (MWD)
 KV2644'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1923 ***********************************************************************
 KV1923  DESIGNATION -  F 263
 KV1923  PID         -  KV1923
 KV1923  STATE/COUNTY-  PA/PHILADELPHIA
 KV1923  USGS QUAD   -  FRANKFORD (1997)
 KV1923
 KV1923                         *CURRENT SURVEY CONTROL
 KV1923  ___________________________________________________________________
 KV1923* NAD 83(1986)-  40 04 30.     (N)    075 00 35.     (W)     SCALED    
 KV1923* NAVD 88     -        29.984  (meters)      98.37   (feet)  ADJUSTED  
 KV1923  ___________________________________________________________________
 KV1923  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KV1923  DYNAMIC HT  -          29.970 (meters)      98.33  (feet)  COMP
 KV1923  MODELED GRAV-     980,176.0   (mgal)                       NAVD 88
 KV1923
 KV1923  VERT ORDER  -  SECOND    CLASS 0
 KV1923
 KV1923.The horizontal coordinates were scaled from a topographic map and have
 KV1923.an estimated accuracy of +/- 6 seconds.
 KV1923
 KV1923.The orthometric height was determined by differential leveling
 KV1923.and adjusted by the National Geodetic Survey in June 1991..
 KV1923
 KV1923.The geoid height was determined by GEOID03.
 KV1923
 KV1923.The dynamic height is computed by dividing the NAVD 88
 KV1923.geopotential number by the normal gravity value computed on the
 KV1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1923.degrees latitude (g = 980.6199 gals.).
 KV1923
 KV1923.The modeled gravity was interpolated from observed gravity values.
 KV1923
 KV1923;                    North         East    Units  Estimated Accuracy
 KV1923;SPC PA S     -    85,980.      833,710.      MT  (+/- 180 meters Scaled)
 KV1923
 KV1923                          SUPERSEDED SURVEY CONTROL
 KV1923
 KV1923  NGVD 29 (??/??/??)   30.291  (m)           99.38   (f) ADJUSTED    2 0
 KV1923
 KV1923.Superseded values are not recommended for survey control.
 KV1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1923.See file dsdata.txt to determine how the superseded data were derived.
 KV1923
 KV1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK991360(NAD 83)
 KV1923_MARKER: DB = BENCH MARK DISK
 KV1923_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1923_SP_SET: CONC RAMP
 KV1923_STAMPING: F 263 1962
 KV1923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1923
 KV1923  HISTORY     - Date     Condition        Report By
 KV1923  HISTORY     - 1962     MONUMENTED       CGS
 KV1923  HISTORY     - 1973     GOOD             NGS
 KV1923
 KV1923                          STATION DESCRIPTION
 KV1923
 KV1923'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KV1923'AT PHILADELPHIA.
 KV1923'THIS MARK IS LOCATED AT THE NORTH PHILADELPHIA AIRPORT.  IT IS
 KV1923'44.6 FT. NORTHEAST OF CENTER OF CENTRAL TERMINAL BUILDING, 73.8
 KV1923'FT. NORTH OF THE SOUTHEAST CORNER OF SOUTH TERMINAL BUILDING
 KV1923'WING, 5.0 FT SOUTH OF GATE, AND 1.0 FT. EAST OF FENCE.  THE DISK
 KV1923'IS SET FLUSH WITH THE CONCRETE RAMP.
 KV1923'NOTE-MARK TO BE COVERED WITH ASPHALT DURING THE SUMMER OF 1974.
 KV1923
 KV1923                          STATION RECOVERY (1973)
 KV1923
 KV1923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KV1923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1924 ***********************************************************************
 KV1924  DESIGNATION -  F 263 RESET 1974
 KV1924  PID         -  KV1924
 KV1924  STATE/COUNTY-  PA/PHILADELPHIA
 KV1924  USGS QUAD   -  FRANKFORD (1997)
 KV1924
 KV1924                         *CURRENT SURVEY CONTROL
 KV1924  ___________________________________________________________________
 KV1924* NAD 83(1986)-  40 04 30.     (N)    075 00 35.     (W)     SCALED    
 KV1924* NAVD 88     -        30.00   (+/-2cm)      98.4    (feet)  VERTCON   
 KV1924  ___________________________________________________________________
 KV1924  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 KV1924
 KV1924  VERT ORDER  -  THIRD (See Below)
 KV1924
 KV1924.The horizontal coordinates were scaled from a topographic map and have
 KV1924.an estimated accuracy of +/- 6 seconds.
 KV1924
 KV1924.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV1924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV1924.The vertical order pertains to the NGVD 29 superseded value.
 KV1924
 KV1924.The geoid height was determined by GEOID03.
 KV1924
 KV1924;                    North         East    Units  Estimated Accuracy
 KV1924;SPC PA S     -    85,980.      833,710.      MT  (+/- 180 meters Scaled)
 KV1924
 KV1924                          SUPERSEDED SURVEY CONTROL
 KV1924
 KV1924  NGVD 29 (??/??/??)   30.32   (m)           99.5    (f) RESET       3  
 KV1924
 KV1924.Superseded values are not recommended for survey control.
 KV1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1924.See file dsdata.txt to determine how the superseded data were derived.
 KV1924
 KV1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK991360(NAD 83)
 KV1924_MARKER: DB = BENCH MARK DISK
 KV1924_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1924_SP_SET: FOUNDATION
 KV1924_STAMPING: F 263 RESET 1974
 KV1924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1924
 KV1924  HISTORY     - Date     Condition        Report By
 KV1924  HISTORY     - 1974     MONUMENTED       NGS
 KV1924  HISTORY     - 19990501 GOOD             PADT
 KV1924
 KV1924                          STATION DESCRIPTION
 KV1924
 KV1924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV1924'IN PHILADELPHIA.
 KV1924'THE MARK IS LOCATED ON THE RUNWAY SIDE OF THE MAIN TERMINAL
 KV1924'BUILDING FOR THE NORTH PHILADELPHIA AIRPORT.  IT IS A STANDARD
 KV1924'DISK SET IN A DRILL HOLE IN A 6 FOOT SQUARE CONCRETE FOUNDATION
 KV1924'FOR A POWER REGULATOR WHICH IS LOCATED BETWEEN THE MAIN TERMINAL
 KV1924'BUILDING AND THE FIRST ADMINISTRATION BUILDING TO THE EAST.  IT
 KV1924'IS 1 FOOT NORTHWEST OF THE NORTHWEST CORNER OF THE ADMINISTRATION
 KV1924'BUILDING, 16 FEET EAST OF THE NORTHEAST CORNER OF THE MAIN
 KV1924'TERMINAL BUILDING, 47 FEET SOUTHWEST OF A FENCE BOARDING THE
 KV1924'RUNWAY AND 87 FEET SOUTHEAST OF THE CENTER OF THE BOARDING AREA
 KV1924'FOR THE AIRPORT.
 KV1924
 KV1924                          STATION RECOVERY (1999)
 KV1924
 KV1924'RECOVERY NOTE BY PA DEPT OF TRANSP 1999
 KV1924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2120 ***********************************************************************
 KW2120  DESIGNATION -  F 264
 KW2120  PID         -  KW2120
 KW2120  STATE/COUNTY-  PA/CUMBERLAND
 KW2120  USGS QUAD   -  PLAINFIELD (1975)
 KW2120
 KW2120                         *CURRENT SURVEY CONTROL
 KW2120  ___________________________________________________________________
 KW2120* NAD 83(1986)-  40 11 06.     (N)    077 15 16.     (W)     SCALED    
 KW2120* NAVD 88     -       151.402  (meters)     496.72   (feet)  ADJUSTED  
 KW2120  ___________________________________________________________________
 KW2120  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 KW2120  DYNAMIC HT  -         151.324 (meters)     496.47  (feet)  COMP
 KW2120  MODELED GRAV-     980,107.0   (mgal)                       NAVD 88
 KW2120
 KW2120  VERT ORDER  -  FIRST     CLASS II
 KW2120
 KW2120.The horizontal coordinates were scaled from a topographic map and have
 KW2120.an estimated accuracy of +/- 6 seconds.
 KW2120
 KW2120.The orthometric height was determined by differential leveling
 KW2120.and adjusted by the National Geodetic Survey in June 1991..
 KW2120
 KW2120.The geoid height was determined by GEOID03.
 KW2120
 KW2120.The dynamic height is computed by dividing the NAVD 88
 KW2120.geopotential number by the normal gravity value computed on the
 KW2120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2120.degrees latitude (g = 980.6199 gals.).
 KW2120
 KW2120.The modeled gravity was interpolated from observed gravity values.
 KW2120
 KW2120;                    North         East    Units  Estimated Accuracy
 KW2120;SPC PA S     -    94,680.      642,200.      MT  (+/- 180 meters Scaled)
 KW2120
 KW2120                          SUPERSEDED SURVEY CONTROL
 KW2120
 KW2120  NGVD 29 (??/??/??)  151.616  (m)          497.43   (f) ADJUSTED    1 2
 KW2120
 KW2120.Superseded values are not recommended for survey control.
 KW2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2120.See file dsdata.txt to determine how the superseded data were derived.
 KW2120
 KW2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK080507(NAD 83)
 KW2120_MARKER: DB = BENCH MARK DISK
 KW2120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2120_SP_SET: CULVERT
 KW2120_STAMPING: F 264 1960
 KW2120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2120+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 KW2120
 KW2120  HISTORY     - Date     Condition        Report By
 KW2120  HISTORY     - 1960     MONUMENTED       CGS
 KW2120  HISTORY     - 1979     GOOD             NGS
 KW2120  HISTORY     - 20050728 GOOD             USPSQD
 KW2120
 KW2120                          STATION DESCRIPTION
 KW2120
 KW2120'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2120'4.6 MI WSW FROM CARLISLE.
 KW2120'ABOUT 0.55 MILE SOUTH OF THE JUNCTION OF COLLEGE STREET AND
 KW2120'U.S. HIGHWAY 11, THENCE 0.95 MILE WEST AND SOUTHWEST ON STATE
 KW2120'HIGHWAY 33 AND WALNUT BOTTOM ROAD, THENCE 1.4 MILES WEST ON
 KW2120'COUNTY ROUTE 469 TO THE INTERSECTION OF LEGISLATIVE ROUTE 21056,
 KW2120'THENCE 0.85 MILE NORTH AND NORTHWEST ON LEGISLATIVE ROUTE 21056
 KW2120'TO THE INTERSECTION OF U.S. HIGHWAY 11, THENCE SOUTH-SOUTHWEST
 KW2120'0.8 MILE ON U.S. HIGHWAY 11, 42 FEET SOUTHWEST OF A DRIVEWAY,
 KW2120'31 FEET SOUTHEAST OF A 24-INCH ASH TREE, 22 FEET SOUTHWEST OF
 KW2120'POWERLINE POLE NO. 30586, 19.6 FEET NORTHWEST OF THE CENTER OF
 KW2120'U.S. HIGHWAY 11.  IT IS SET IN THE TOP OF AN L-SHAPED PIPE
 KW2120'CULVERT WHICH IS 3 INCHES BELOW THE LEVEL OF THE HIGHWAY.
 KW2120
 KW2120                          STATION RECOVERY (1979)
 KW2120
 KW2120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2120'RECOVERED IN GOOD CONDITION.
 KW2120
 KW2120                          STATION RECOVERY (2005)
 KW2120
 KW2120'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPP)
 KW2120'FROM THE SQUARE IN CARLISLE, PA (INTERSECTION OF HIGH AND HANOVER
 KW2120'STREETS, ALSO ROUTES 11, 34, 74 AND 641) GO WEST ON HIGH STREET (ROUTE
 KW2120'11 SOUTH) 3.75 MILES TO TO THE MARK ON THE RIGHT. (NOTE THAT HIGH
 KW2120'STREET BECOMES RITNER HIGHWAY).
 KW2120'THE MARK IS LOCATED ABOUT 42 FEET SOUTHWEST OF A DRIVEWAY, 22 FEET
 KW2120'SOUTHWEST OF POWERLINE POLE NO. 30586, 16.6 FEET NORTHWEST OF THE
 KW2120'CENTERLINE OF ROUTE 11 AND IN FRONT OF THE STONE RESIDENCE AT 2071
 KW2120'RITNER HIGHWAY.
 KW2120'A STANDARD DISK STAMPED F 264 1960 AND SET IN THE TOP OF AN L-SHAPED
 KW2120'CONCRETE PIPE CULVERT ABUTMENT ABOUT 3 INCHES BELOW THE LEVEL OF THE
 KW2120'HIGHWAY.
 KW2120' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0141 ***********************************************************************
 JW0141  DESIGNATION -  F 265
 JW0141  PID         -  JW0141
 JW0141  STATE/COUNTY-  PA/FULTON
 JW0141  USGS QUAD   -  BREEZEWOOD (1982)
 JW0141
 JW0141                         *CURRENT SURVEY CONTROL
 JW0141  ___________________________________________________________________
 JW0141* NAD 83(1986)-  39 56 53.     (N)    078 13 55.     (W)     SCALED    
 JW0141* NAVD 88     -       352.300  (meters)    1155.84   (feet)  ADJUSTED  
 JW0141  ___________________________________________________________________
 JW0141  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JW0141  DYNAMIC HT  -         352.092 (meters)    1155.16  (feet)  COMP
 JW0141  MODELED GRAV-     980,025.0   (mgal)                       NAVD 88
 JW0141
 JW0141  VERT ORDER  -  SECOND    CLASS 0
 JW0141
 JW0141.The horizontal coordinates were scaled from a topographic map and have
 JW0141.an estimated accuracy of +/- 6 seconds.
 JW0141
 JW0141.The orthometric height was determined by differential leveling
 JW0141.and adjusted by the National Geodetic Survey in June 1991..
 JW0141
 JW0141.The geoid height was determined by GEOID03.
 JW0141
 JW0141.The dynamic height is computed by dividing the NAVD 88
 JW0141.geopotential number by the normal gravity value computed on the
 JW0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0141.degrees latitude (g = 980.6199 gals.).
 JW0141
 JW0141.The modeled gravity was interpolated from observed gravity values.
 JW0141
 JW0141;                    North         East    Units  Estimated Accuracy
 JW0141;SPC PA S     -    68,370.      558,810.      MT  (+/- 180 meters Scaled)
 JW0141
 JW0141                          SUPERSEDED SURVEY CONTROL
 JW0141
 JW0141  NGVD 29 (??/??/92)  352.474  (m)         1156.41   (f) ADJ UNCH    2 0
 JW0141
 JW0141.Superseded values are not recommended for survey control.
 JW0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0141.See file dsdata.txt to determine how the superseded data were derived.
 JW0141
 JW0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE364256(NAD 83)
 JW0141_MARKER: DD = SURVEY DISK
 JW0141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0141_SP_SET: BRIDGE
 JW0141_STAMPING: F 265 1960
 JW0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0141
 JW0141  HISTORY     - Date     Condition        Report By
 JW0141  HISTORY     - 1960     MONUMENTED       PADH
 JW0141  HISTORY     - 1960     GOOD             NGS
 JW0141
 JW0141                          STATION DESCRIPTION
 JW0141
 JW0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JW0141'4 MI S FROM BREEZEWOOD.
 JW0141'ABOUT 4.0 MILE SOUTH ALONG STATE HY. 126 FROM THE JUNCTION OF
 JW0141'U.S. HY. 30 AND STATE HY. 126 IN BREEZEWOOD TO SIDE ROAD RIGHT (OLD
 JW0141'HY. 126 AT CRYSTAL SPRINGS) THENCE TURN RIGHT AND GO 0.05 MILE
 JW0141'SOUTH EAST, STANDARD P.D.H. DISK DRILLED IN HORIZONTAL IN THE
 JW0141'SOUTH END OF BRIDGE NO. 9/26-48, 5 FEET NORTH WEST OF SIGN BRUSH
 JW0141'CREEK, 14 FEET EAST OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3307 ***********************************************************************
 JV3307  DESIGNATION -  F 266
 JV3307  PID         -  JV3307
 JV3307  STATE/COUNTY-  PA/FRANKLIN
 JV3307  USGS QUAD   -  GREENCASTLE (1990)
 JV3307
 JV3307                         *CURRENT SURVEY CONTROL
 JV3307  ___________________________________________________________________
 JV3307* NAD 83(1986)-  39 48 48.     (N)    077 42 08.     (W)     SCALED    
 JV3307* NAVD 88     -       199.499  (meters)     654.52   (feet)  ADJUSTED  
 JV3307  ___________________________________________________________________
 JV3307  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 JV3307  DYNAMIC HT  -         199.384 (meters)     654.15  (feet)  COMP
 JV3307  MODELED GRAV-     980,044.9   (mgal)                       NAVD 88
 JV3307
 JV3307  VERT ORDER  -  SECOND    CLASS 0
 JV3307
 JV3307.The horizontal coordinates were scaled from a topographic map and have
 JV3307.an estimated accuracy of +/- 6 seconds.
 JV3307
 JV3307.The orthometric height was determined by differential leveling
 JV3307.and adjusted by the National Geodetic Survey in June 1991..
 JV3307
 JV3307.The geoid height was determined by GEOID03.
 JV3307
 JV3307.The dynamic height is computed by dividing the NAVD 88
 JV3307.geopotential number by the normal gravity value computed on the
 JV3307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3307.degrees latitude (g = 980.6199 gals.).
 JV3307
 JV3307.The modeled gravity was interpolated from observed gravity values.
 JV3307
 JV3307;                    North         East    Units  Estimated Accuracy
 JV3307;SPC PA S     -    53,300.      604,090.      MT  (+/- 180 meters Scaled)
 JV3307
 JV3307                          SUPERSEDED SURVEY CONTROL
 JV3307
 JV3307  NGVD 29 (??/??/??)  199.687  (m)          655.14   (f) ADJUSTED    2 0
 JV3307
 JV3307.Superseded values are not recommended for survey control.
 JV3307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3307.See file dsdata.txt to determine how the superseded data were derived.
 JV3307
 JV3307_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK686105(NAD 83)
 JV3307_MARKER: DB = BENCH MARK DISK
 JV3307_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JV3307_SP_SET: UNSPECIFIED ROCK
 JV3307_STAMPING: F 266 1960
 JV3307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3307
 JV3307  HISTORY     - Date     Condition        Report By
 JV3307  HISTORY     - 1960     MONUMENTED       CGS
 JV3307  HISTORY     - 1979     MARK NOT FOUND   NGS
 JV3307
 JV3307                          STATION DESCRIPTION
 JV3307
 JV3307'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JV3307'3 MI N FROM GREENCASTLE.
 JV3307'ABOUT 0.5 MILE SOUTH EAST ALONG ANTRIN CHURCH RD. FROM THE
 JV3307'JUNCTION OF ANTRIN CHURCH RD, AND BROWNS MILLS RD. (ABOUT 2.5
 JV3307'MILE NORTH EAST OF GREENCASTLE), STANDARD BENCH MARK DISK
 JV3307'DRILLED IN HORIZONTAL IN ROCK, 46 FEET WEST OF THE CENTERLINE
 JV3307'OF THE BLACKTOP ROAD, 24 FEET SOUTH WEST OF A 10 INCH LOCUST
 JV3307'TREE, 25 FEET SOUTH OF TRACK ROAD, IN THE NORTH EAST CORNER
 JV3307'OF PASTURE, PROPERTY OWNED BY MR. CHARLES AND BERNARD WHITMORE.
 JV3307
 JV3307                          STATION RECOVERY (1979)
 JV3307
 JV3307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV3307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2673 ***********************************************************************
 KV2673  DESIGNATION -  F 267 PADH
 KV2673  PID         -  KV2673
 KV2673  STATE/COUNTY-  PA/LEHIGH
 KV2673  USGS QUAD   -  ALLENTOWN WEST (1992)
 KV2673
 KV2673                         *CURRENT SURVEY CONTROL
 KV2673  ___________________________________________________________________
 KV2673* NAD 83(1986)-  40 36 55.     (N)    075 30 24.     (W)     SCALED    
 KV2673* NAVD 88     -       130.683  (meters)     428.75   (feet)  ADJUSTED  
 KV2673  ___________________________________________________________________
 KV2673  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 KV2673  DYNAMIC HT  -         130.619 (meters)     428.54  (feet)  COMP
 KV2673  MODELED GRAV-     980,132.5   (mgal)                       NAVD 88
 KV2673
 KV2673  VERT ORDER  -  SECOND    CLASS 0
 KV2673
 KV2673.The horizontal coordinates were scaled from a topographic map and have
 KV2673.an estimated accuracy of +/- 6 seconds.
 KV2673
 KV2673.The orthometric height was determined by differential leveling
 KV2673.and adjusted by the National Geodetic Survey in June 1991..
 KV2673
 KV2673.The geoid height was determined by GEOID03.
 KV2673
 KV2673.The dynamic height is computed by dividing the NAVD 88
 KV2673.geopotential number by the normal gravity value computed on the
 KV2673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2673.degrees latitude (g = 980.6199 gals.).
 KV2673
 KV2673.The modeled gravity was interpolated from observed gravity values.
 KV2673
 KV2673;                    North         East    Units  Estimated Accuracy
 KV2673;SPC PA S     -   144,750.      789,810.      MT  (+/- 180 meters Scaled)
 KV2673
 KV2673                          SUPERSEDED SURVEY CONTROL
 KV2673
 KV2673  NGVD 29 (??/??/??)  130.895  (m)          429.44   (f) ADJUSTED    2 0
 KV2673
 KV2673.Superseded values are not recommended for survey control.
 KV2673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2673.See file dsdata.txt to determine how the superseded data were derived.
 KV2673
 KV2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK571961(NAD 83)
 KV2673_MARKER: DD = SURVEY DISK
 KV2673_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2673_SP_SET: BRIDGE ABUTMENT
 KV2673_STAMPING: F 267
 KV2673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2673
 KV2673  HISTORY     - Date     Condition        Report By
 KV2673  HISTORY     - 1960     MONUMENTED       PADH
 KV2673  HISTORY     - 1960     GOOD             CGS
 KV2673
 KV2673                          STATION DESCRIPTION
 KV2673
 KV2673'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2673'1.5 MI W FROM ALLENTOWN.
 KV2673'1.5 MILE WEST ALONG U.S. HIGHWAY 22 FROM THE INTERCHANGE FORMED
 KV2673'BY U.S. HIGHWAY 22, STATE HIGHWAY 145 AND SEVENTH STREET, ON THE
 KV2673'TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF A 200- FEET
 KV2673'LONG CONCRETE BRIDGE OVER AN ASPHALT ROAD, 22 FEET SOUTH OF
 KV2673'THE CENTER LINE OF THE EAST BOUND LANE, 5.8 FEET EAST OF THE
 KV2673'WEST END OF THE SOUTH CONCRETE GUARD RAIL AND 0.6 FOOT ABOVE
 KV2673'THE LEVEL OF THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1749 ***********************************************************************
 KV1749  DESIGNATION -  F 268
 KV1749  PID         -  KV1749
 KV1749  STATE/COUNTY-  PA/LEHIGH
 KV1749  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV1749
 KV1749                         *CURRENT SURVEY CONTROL
 KV1749  ___________________________________________________________________
 KV1749* NAD 83(1986)-  40 34 00.     (N)    075 22 37.     (W)     SCALED    
 KV1749* NAVD 88     -       134.686  (meters)     441.88   (feet)  ADJUSTED  
 KV1749  ___________________________________________________________________
 KV1749  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 KV1749  DYNAMIC HT  -         134.620 (meters)     441.67  (feet)  COMP
 KV1749  MODELED GRAV-     980,130.3   (mgal)                       NAVD 88
 KV1749
 KV1749  VERT ORDER  -  SECOND    CLASS 0
 KV1749
 KV1749.The horizontal coordinates were scaled from a topographic map and have
 KV1749.an estimated accuracy of +/- 6 seconds.
 KV1749
 KV1749.The orthometric height was determined by differential leveling
 KV1749.and adjusted by the National Geodetic Survey in June 1991..
 KV1749
 KV1749.The geoid height was determined by GEOID03.
 KV1749
 KV1749.The dynamic height is computed by dividing the NAVD 88
 KV1749.geopotential number by the normal gravity value computed on the
 KV1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1749.degrees latitude (g = 980.6199 gals.).
 KV1749
 KV1749.The modeled gravity was interpolated from observed gravity values.
 KV1749
 KV1749;                    North         East    Units  Estimated Accuracy
 KV1749;SPC PA S     -   139,640.      800,930.      MT  (+/- 180 meters Scaled)
 KV1749
 KV1749                          SUPERSEDED SURVEY CONTROL
 KV1749
 KV1749  NGVD 29 (??/??/??)  134.910  (m)          442.62   (f) ADJUSTED    2 0
 KV1749
 KV1749.Superseded values are not recommended for survey control.
 KV1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1749.See file dsdata.txt to determine how the superseded data were derived.
 KV1749
 KV1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK680907(NAD 83)
 KV1749_MARKER: DB = BENCH MARK DISK
 KV1749_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1749_SP_SET: MAST BASE
 KV1749_STAMPING: F 268 1960
 KV1749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1749
 KV1749  HISTORY     - Date     Condition        Report By
 KV1749  HISTORY     - 1960     MONUMENTED       CGS
 KV1749  HISTORY     - 1964     GOOD             CGS
 KV1749  HISTORY     - 19991209 MARK NOT FOUND   USPSQD
 KV1749
 KV1749                          STATION DESCRIPTION
 KV1749
 KV1749'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV1749'1.2 MI E FROM FRIENDSVILLE.
 KV1749'1.2 MILES EAST ALONG COUNTY HIGHWAY 39002 FROM THE CROSSROAD
 KV1749'INTERSECTION AT SOUTH EDGE OF FRIENDSVILLE, 86.0 FEET NORTH OF
 KV1749'THE CENTERLINE OF COUNTY HIGHWAY 39002, 100.0 FEET NORTH OF THE
 KV1749'CENTER OF A GRAVELED ROAD INTERSECTION, 68.0 FEET NORTH OF POWERLINE
 KV1749'GUY POLE NO. B-11014, WITH A LIGHT METER MOUNTED ON THE NORTH SIDE
 KV1749'AND ABOUT 3.0 FEET ABOVE THE LEVEL OF THE HIGHWAY.  SET IN A DRILL
 KV1749'HOLE IN TOP OF THE SOUTHWEST CORNER OF A 4 X 4 FOOT SQUARE
 KV1749'CONCRETE BASE OF A 65-FOOT HIGH TV RELAY MAST AND PROJECTS ABOUT
 KV1749'4 INCHES ABOVE THE SURFACE OF THE GROUND.
 KV1749
 KV1749                          STATION RECOVERY (1964)
 KV1749
 KV1749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV1749'RECOVERED IN GOOD CONDITION.
 KV1749
 KV1749                          STATION RECOVERY (1999)
 KV1749
 KV1749'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV1749'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1659 ***********************************************************************
 KV1659  DESIGNATION -  F 269
 KV1659  PID         -  KV1659
 KV1659  STATE/COUNTY-  PA/NORTHAMPTON
 KV1659  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV1659
 KV1659                         *CURRENT SURVEY CONTROL
 KV1659  ___________________________________________________________________
 KV1659* NAD 83(1986)-  40 37 20.     (N)    075 23 03.     (W)     SCALED    
 KV1659* NAVD 88     -        91.312  (meters)     299.58   (feet)  ADJUSTED  
 KV1659  ___________________________________________________________________
 KV1659  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 KV1659  DYNAMIC HT  -          91.268 (meters)     299.44  (feet)  COMP
 KV1659  MODELED GRAV-     980,145.7   (mgal)                       NAVD 88
 KV1659
 KV1659  VERT ORDER  -  FIRST     CLASS II
 KV1659
 KV1659.The horizontal coordinates were scaled from a topographic map and have
 KV1659.an estimated accuracy of +/- 6 seconds.
 KV1659
 KV1659.The orthometric height was determined by differential leveling
 KV1659.and adjusted by the National Geodetic Survey in June 1991..
 KV1659
 KV1659.The geoid height was determined by GEOID03.
 KV1659
 KV1659.The dynamic height is computed by dividing the NAVD 88
 KV1659.geopotential number by the normal gravity value computed on the
 KV1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1659.degrees latitude (g = 980.6199 gals.).
 KV1659
 KV1659.The modeled gravity was interpolated from observed gravity values.
 KV1659
 KV1659;                    North         East    Units  Estimated Accuracy
 KV1659;SPC PA S     -   145,790.      800,150.      MT  (+/- 180 meters Scaled)
 KV1659
 KV1659                          SUPERSEDED SURVEY CONTROL
 KV1659
 KV1659  NGVD 29 (??/??/??)   91.525  (m)          300.28   (f) ADJUSTED    1 2
 KV1659
 KV1659.Superseded values are not recommended for survey control.
 KV1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1659.See file dsdata.txt to determine how the superseded data were derived.
 KV1659
 KV1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK675968(NAD 83)
 KV1659_MARKER: DB = BENCH MARK DISK
 KV1659_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1659_SP_SET: BANNISTER
 KV1659_STAMPING: F 269 1960
 KV1659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1659
 KV1659  HISTORY     - Date     Condition        Report By
 KV1659  HISTORY     - 1960     MONUMENTED       CGS
 KV1659  HISTORY     - 1973     GOOD             PADT
 KV1659  HISTORY     - 1979     GOOD             NGS
 KV1659  HISTORY     - 1984     GOOD             USPSQD
 KV1659  HISTORY     - 1987     GOOD             LOCSUR
 KV1659  HISTORY     - 19940506 GOOD             USPSQD
 KV1659  HISTORY     - 20030102 GOOD             USPSQD
 KV1659  HISTORY     - 20060227 GOOD             PADT
 KV1659
 KV1659                          STATION DESCRIPTION
 KV1659
 KV1659'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV1659'AT BETHLEHEM.
 KV1659'AT BETHLEHEM, ON TOP OF THE WEST END OF THE SOUTH BRIDGE BANNISTER
 KV1659'OF THE LARGE BROAD STREET BRIDGE OVER THE MONOCACY CREEK AND
 KV1659'THE LEHIGH RAILROAD, 29.7 FEET SOUTH OF THE CENTER LINE OF BROAD
 KV1659'STREET, 28.2 FEET NORTHEAST OF THE SOUTHWEST END OF THE BANNISTER
 KV1659'AND 4.2 FEET ABOVE THE BRIDGE SIDEWALK.
 KV1659
 KV1659                          STATION RECOVERY (1973)
 KV1659
 KV1659'RECOVERY NOTE BY PA DEPT OF TRANSP 1973
 KV1659'RECOVERED IN GOOD CONDITION.
 KV1659
 KV1659                          STATION RECOVERY (1979)
 KV1659
 KV1659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV1659'RECOVERED IN GOOD CONDITION.
 KV1659
 KV1659                          STATION RECOVERY (1984)
 KV1659
 KV1659'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV1659'RECOVERED IN GOOD CONDITION.
 KV1659
 KV1659                          STATION RECOVERY (1987)
 KV1659
 KV1659'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (VDD)
 KV1659'RECOVERED IN GOOD CONDITION.
 KV1659
 KV1659                          STATION RECOVERY (1994)
 KV1659
 KV1659'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1659'RECOVERED IN GOOD CONDITION.
 KV1659
 KV1659                          STATION RECOVERY (2003)
 KV1659
 KV1659'RECOVERY NOTE BY US POWER SQUADRON 2003 (CLR)
 KV1659'RECOVERED IN GOOD CONDITION.
 KV1659
 KV1659                          STATION RECOVERY (2006)
 KV1659
 KV1659'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (SQ)
 KV1659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0303 ***********************************************************************
 MA0303  DESIGNATION -  F 27
 MA0303  PID         -  MA0303
 MA0303  STATE/COUNTY-  PA/POTTER
 MA0303  USGS QUAD   -  FIRST FORK (1989)
 MA0303
 MA0303                         *CURRENT SURVEY CONTROL
 MA0303  ___________________________________________________________________
 MA0303* NAD 83(1986)-  41 27 59.     (N)    078 03 32.     (W)     SCALED    
 MA0303* NAVD 88     -       300.562  (meters)     986.09   (feet)  ADJUSTED  
 MA0303  ___________________________________________________________________
 MA0303  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 MA0303  DYNAMIC HT  -         300.423 (meters)     985.64  (feet)  COMP
 MA0303  MODELED GRAV-     980,153.6   (mgal)                       NAVD 88
 MA0303
 MA0303  VERT ORDER  -  SECOND    CLASS 0
 MA0303
 MA0303.The horizontal coordinates were scaled from a topographic map and have
 MA0303.an estimated accuracy of +/- 6 seconds.
 MA0303
 MA0303.The orthometric height was determined by differential leveling
 MA0303.and adjusted by the National Geodetic Survey in June 1991..
 MA0303
 MA0303.The geoid height was determined by GEOID03.
 MA0303
 MA0303.The dynamic height is computed by dividing the NAVD 88
 MA0303.geopotential number by the normal gravity value computed on the
 MA0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0303.degrees latitude (g = 980.6199 gals.).
 MA0303
 MA0303.The modeled gravity was interpolated from observed gravity values.
 MA0303
 MA0303;                    North         East    Units  Estimated Accuracy
 MA0303;SPC PA N     -   144,390.      574,200.      MT  (+/- 180 meters Scaled)
 MA0303
 MA0303                          SUPERSEDED SURVEY CONTROL
 MA0303
 MA0303  NGVD 29 (??/??/92)  300.715  (m)          986.60   (f) ADJ UNCH    2 0
 MA0303
 MA0303.Superseded values are not recommended for survey control.
 MA0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0303.See file dsdata.txt to determine how the superseded data were derived.
 MA0303
 MA0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF456947(NAD 83)
 MA0303_MARKER: DB = BENCH MARK DISK
 MA0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0303_STAMPING: F 27 1934
 MA0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0303+STABILITY: SURFACE MOTION
 MA0303
 MA0303  HISTORY     - Date     Condition        Report By
 MA0303  HISTORY     - 1934     MONUMENTED       CGS
 MA0303
 MA0303                          STATION DESCRIPTION
 MA0303
 MA0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0303'6.1 MI S FROM WHARTON.
 MA0303'IN CAMERON COUNTY, ABOUT 6.1 MILES SOUTH ALONG THE BALTIMORE
 MA0303'AND OHIO RAILROAD FROM WHARTON, POTTER COUNTY, ABOUT 2,346 FEET
 MA0303'SOUTH OF MILEPOST 105, 36 FEET WEST OF THE CENTER LINE OF THE
 MA0303'TRACK, AND ABOUT 3 FEET LOWER THAN THE TOP OF THE RAIL.  A
 MA0303'STANDARD DISK, STAMPED F 27 1934 AND SET IN THE TOP OF A CONCRETE
 MA0303'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0853 ***********************************************************************
 JU0853  DESIGNATION -  F 270
 JU0853  PID         -  JU0853
 JU0853  STATE/COUNTY-  PA/DELAWARE
 JU0853  USGS QUAD   -  LANSDOWNE (1994)
 JU0853
 JU0853                         *CURRENT SURVEY CONTROL
 JU0853  ___________________________________________________________________
 JU0853* NAD 83(1986)-  39 54 48.     (N)    075 20 59.     (W)     SCALED    
 JU0853* NAVD 88     -        64.581  (meters)     211.88   (feet)  ADJUSTED  
 JU0853  ___________________________________________________________________
 JU0853  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 JU0853  DYNAMIC HT  -          64.552 (meters)     211.78  (feet)  COMP
 JU0853  MODELED GRAV-     980,169.4   (mgal)                       NAVD 88
 JU0853
 JU0853  VERT ORDER  -  SECOND    CLASS 0
 JU0853
 JU0853.The horizontal coordinates were scaled from a topographic map and have
 JU0853.an estimated accuracy of +/- 6 seconds.
 JU0853
 JU0853.The orthometric height was determined by differential leveling
 JU0853.and adjusted by the National Geodetic Survey in June 1991..
 JU0853
 JU0853.The geoid height was determined by GEOID03.
 JU0853
 JU0853.The dynamic height is computed by dividing the NAVD 88
 JU0853.geopotential number by the normal gravity value computed on the
 JU0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0853.degrees latitude (g = 980.6199 gals.).
 JU0853
 JU0853.The modeled gravity was interpolated from observed gravity values.
 JU0853
 JU0853;                    North         East    Units  Estimated Accuracy
 JU0853;SPC PA S     -    67,190.      805,200.      MT  (+/- 180 meters Scaled)
 JU0853
 JU0853                          SUPERSEDED SURVEY CONTROL
 JU0853
 JU0853  NGVD 29 (??/??/??)   64.922  (m)          213.00   (f) ADJUSTED    2 0
 JU0853
 JU0853.Superseded values are not recommended for survey control.
 JU0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0853.See file dsdata.txt to determine how the superseded data were derived.
 JU0853
 JU0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK701181(NAD 83)
 JU0853_MARKER: DB = BENCH MARK DISK
 JU0853_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0853_SP_SET: BACK WALL CATCH DRAIN
 JU0853_STAMPING: F 270 1961
 JU0853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0853_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0853+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2000
 JU0853
 JU0853  HISTORY     - Date     Condition        Report By
 JU0853  HISTORY     - 1961     MONUMENTED       CGS
 JU0853  HISTORY     - 1984     GOOD             USPSQD
 JU0853  HISTORY     - 20001118 MARK NOT FOUND   USPSQD
 JU0853  HISTORY     - 20001203 GOOD             BAKER
 JU0853
 JU0853                          STATION DESCRIPTION
 JU0853
 JU0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0853'1 MI N FROM SWARTHMORE.
 JU0853'LOCATED AT THE JUNCTION OF CHESTER RD. (STATE HY. 320 AND U.S.
 JU0853'1 BYPASS) AND BALTIMORE PIKE (U.S. HY. 1) AT THE BOROUGH OF
 JU0853'SWARTHMORE LIMITS, SET IN TOP AND AT THE SOUTH WEST END OF THE
 JU0853'BACKWALL FOR A CATCH DRAIN, 55 FEET NORTH OF THE CENTERLINE OF
 JU0853'BALTIMORE PIKE, 50 FEET WEST OF THE CENTERLINE OF CHESTER RD.,
 JU0853'ABOUT 1 FOOT ABOVE THE LEVEL OF ROADS.  STANDARD BENCH MARK DISK
 JU0853'DRILLED IN HORIZONTAL.  STAMPED F 270 1961.
 JU0853
 JU0853                          STATION RECOVERY (1984)
 JU0853
 JU0853'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0853'RECOVERED IN GOOD CONDITION.
 JU0853
 JU0853                          STATION RECOVERY (2000)
 JU0853
 JU0853'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU0853'MARK NOT FOUND.
 JU0853
 JU0853                          STATION RECOVERY (2000)
 JU0853
 JU0853'RECOVERY NOTE BY M BAKER JR INCORPORATED 2000 (FRB)
 JU0853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0096 ***********************************************************************
 MB0096  DESIGNATION -  F 271
 MB0096  PID         -  MB0096
 MB0096  STATE/COUNTY-  PA/CRAWFORD
 MB0096  USGS QUAD   -  MEADVILLE (1990)
 MB0096
 MB0096                         *CURRENT SURVEY CONTROL
 MB0096  ___________________________________________________________________
 MB0096* NAD 83(1986)-  41 40 21.     (N)    080 13 39.     (W)     SCALED    
 MB0096* NAVD 88     -       348.764  (meters)    1144.24   (feet)  ADJUSTED  
 MB0096  ___________________________________________________________________
 MB0096  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 MB0096  DYNAMIC HT  -         348.621 (meters)    1143.77  (feet)  COMP
 MB0096  MODELED GRAV-     980,201.5   (mgal)                       NAVD 88
 MB0096
 MB0096  VERT ORDER  -  SECOND    CLASS 0
 MB0096
 MB0096.The horizontal coordinates were scaled from a topographic map and have
 MB0096.an estimated accuracy of +/- 6 seconds.
 MB0096
 MB0096.The orthometric height was determined by differential leveling
 MB0096.and adjusted by the National Geodetic Survey in June 1991..
 MB0096
 MB0096.The geoid height was determined by GEOID03.
 MB0096
 MB0096.The dynamic height is computed by dividing the NAVD 88
 MB0096.geopotential number by the normal gravity value computed on the
 MB0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0096.degrees latitude (g = 980.6199 gals.).
 MB0096
 MB0096.The modeled gravity was interpolated from observed gravity values.
 MB0096
 MB0096;                    North         East    Units  Estimated Accuracy
 MB0096;SPC PA N     -   170,180.      393,720.      MT  (+/- 180 meters Scaled)
 MB0096
 MB0096                          SUPERSEDED SURVEY CONTROL
 MB0096
 MB0096  NGVD 29 (??/??/92)  348.935  (m)         1144.80   (f) ADJ UNCH    2 0
 MB0096
 MB0096.Superseded values are not recommended for survey control.
 MB0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0096.See file dsdata.txt to determine how the superseded data were derived.
 MB0096
 MB0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG643137(NAD 83)
 MB0096_MARKER: DB = BENCH MARK DISK
 MB0096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0096_SP_SET: CULVERT
 MB0096_STAMPING: F 271 1961
 MB0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0096
 MB0096  HISTORY     - Date     Condition        Report By
 MB0096  HISTORY     - 1961     MONUMENTED       CGS
 MB0096
 MB0096                          STATION DESCRIPTION
 MB0096
 MB0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0096'5.1 MI NW FROM MEADVILLE.
 MB0096'ABOUT 0.45 MILES WEST ALONG U.S. HIGHWAYS 6 AND 322 FROM THEIR
 MB0096'JUNCTION AT THE STATE HIGHWAY DEPARTMENT BUILDING AT THE SOUTH
 MB0096'EDGE OF MEADVILLE, THENCE 1.25 MILES NORTHWEST ALONG TOWNSHIP
 MB0096'ROAD 487 TO THE INTERSECTION OF TOWNSHIP ROAD 514, THENCE 0.7 MILE
 MB0096'NORTHWEST ALONG TOWNSHIP ROAD 514 TO THE JUNCTION OF STATE HIGHWAY 98,
 MB0096'THENCE 2.7 MILES NORTH ALONG STATE HIGHWAY 98.  ABOUT 0.2
 MB0096'MILE NORTH ALONG U.S. HIGHWAY 19 FROM THE POST OFFICE IN
 MB0096'SAEGERTOWN, THENCE 2.8 MILES WEST ALONG COUNTY HIGHWAY 20054,
 MB0096'THENCE 2.4 MILES SOUTH ALONG TOWNSHIP ROAD 520, THENCE WEST
 MB0096'ALONG TOWNSHIP ROAD 649 FOR 0.8 MILE, THENCE 1.4 MILES
 MB0096'SOUTH ALONG TOWNSHIP ROAD 516, THENCE 0.87 MILE WEST ALONG
 MB0096'COUNTY HIGHWAY 20148 TO THE INTERSECTION OF STATE HIGHWAY
 MB0096'98, SET IN TOP OF THE NORTHEAST CORNER OF THE NORTHEAST WINGWALL
 MB0096'OF A TWIN, 18-INCH ROUND CONCRETE CULVERT UNDER STATE HIGHWAY
 MB0096'98 AND COUNTY HIGHWAY 20113, 20.0 FEET NORTH OF THE CENTERLINE
 MB0096'OF COUNTY HIGHWAY 20013, 19.0 FEET WEST OF THE CENTERLINE OF
 MB0096'STATE HIGHWAY, 84.6 FEET WEST OF THE SOUTHWEST CORNER OF A
 MB0096'SERVICE STATION, WHICH IS IN THE NORTHEAST ANGLE OF THE INTERSECTION,
 MB0096'46.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE AND THE
 MB0096'MARK IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0178 ***********************************************************************
 MB0178  DESIGNATION -  F 273
 MB0178  PID         -  MB0178
 MB0178  STATE/COUNTY-  PA/ERIE
 MB0178  USGS QUAD   -  ALBION (1990)
 MB0178
 MB0178                         *CURRENT SURVEY CONTROL
 MB0178  ___________________________________________________________________
 MB0178* NAD 83(1986)-  41 57 21.     (N)    080 21 30.     (W)     SCALED    
 MB0178* NAVD 88     -       241.166  (meters)     791.23   (feet)  ADJUSTED  
 MB0178  ___________________________________________________________________
 MB0178  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 MB0178  DYNAMIC HT  -         241.077 (meters)     790.93  (feet)  COMP
 MB0178  MODELED GRAV-     980,246.9   (mgal)                       NAVD 88
 MB0178
 MB0178  VERT ORDER  -  SECOND    CLASS 0
 MB0178
 MB0178.The horizontal coordinates were scaled from a topographic map and have
 MB0178.an estimated accuracy of +/- 6 seconds.
 MB0178
 MB0178.The orthometric height was determined by differential leveling
 MB0178.and adjusted by the National Geodetic Survey in June 1991..
 MB0178
 MB0178.The geoid height was determined by GEOID03.
 MB0178
 MB0178.The dynamic height is computed by dividing the NAVD 88
 MB0178.geopotential number by the normal gravity value computed on the
 MB0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0178.degrees latitude (g = 980.6199 gals.).
 MB0178
 MB0178.The modeled gravity was interpolated from observed gravity values.
 MB0178
 MB0178;                    North         East    Units  Estimated Accuracy
 MB0178;SPC PA N     -   201,960.      383,780.      MT  (+/- 180 meters Scaled)
 MB0178
 MB0178                          SUPERSEDED SURVEY CONTROL
 MB0178
 MB0178  NGVD 29 (??/??/92)  241.351  (m)          791.83   (f) ADJ UNCH    2 0
 MB0178
 MB0178.Superseded values are not recommended for survey control.
 MB0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0178.See file dsdata.txt to determine how the superseded data were derived.
 MB0178
 MB0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG531450(NAD 83)
 MB0178_MARKER: DB = BENCH MARK DISK
 MB0178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0178_SP_SET: CULVERT
 MB0178_STAMPING: F 273 1961
 MB0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0178
 MB0178  HISTORY     - Date     Condition        Report By
 MB0178  HISTORY     - 1961     MONUMENTED       CGS
 MB0178
 MB0178                          STATION DESCRIPTION
 MB0178
 MB0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0178'6.3 MI SE FROM WEST SPRINGFIELD.
 MB0178'ABOUT 0.35 MILE EAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE
 MB0178'IN WEST SPRINGFIELD TO THE JUNCTION OF U.S. HIGHWAYS 6 NORTH
 MB0178'AND 20, THENCE 0.6 MILE SOUTH ALONG U.S. HIGHWAY 6N TO THE
 MB0178'INTERCHANGE BRIDGE, THENCE 5.34 MILE EAST ALONG INTERSTATE
 MB0178'HIGHWAY 90, 49.7 FEET NORTH OF THE CENTERLINE OF THE WEST
 MB0178'BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 90.  SET IN TOP OF THE
 MB0178'NORTH HEADWALL OF A 14-INCH ROUND CONCRETE CULVERT UNDER
 MB0178'INTERSTATE HIGHWAY 90 AND IS ABOUT 8.0 FEET BELOW THE LEVEL OF
 MB0178'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0070 ***********************************************************************
 ND0070  DESIGNATION -  F 274
 ND0070  PID         -  ND0070
 ND0070  STATE/COUNTY-  PA/ERIE
 ND0070  USGS QUAD   -  ERIE SOUTH (1996)
 ND0070
 ND0070                         *CURRENT SURVEY CONTROL
 ND0070  ___________________________________________________________________
 ND0070* NAD 83(1986)-  42 04 29.     (N)    080 01 56.     (W)     SCALED    
 ND0070* NAVD 88     -       343.146  (meters)    1125.80   (feet)  ADJUSTED  
 ND0070  ___________________________________________________________________
 ND0070  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 ND0070  DYNAMIC HT  -         343.017 (meters)    1125.38  (feet)  COMP
 ND0070  MODELED GRAV-     980,236.8   (mgal)                       NAVD 88
 ND0070
 ND0070  VERT ORDER  -  SECOND    CLASS 0
 ND0070
 ND0070.The horizontal coordinates were scaled from a topographic map and have
 ND0070.an estimated accuracy of +/- 6 seconds.
 ND0070
 ND0070.The orthometric height was determined by differential leveling
 ND0070.and adjusted by the National Geodetic Survey in June 1991..
 ND0070
 ND0070.The geoid height was determined by GEOID03.
 ND0070
 ND0070.The dynamic height is computed by dividing the NAVD 88
 ND0070.geopotential number by the normal gravity value computed on the
 ND0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0070.degrees latitude (g = 980.6199 gals.).
 ND0070
 ND0070.The modeled gravity was interpolated from observed gravity values.
 ND0070
 ND0070;                    North         East    Units  Estimated Accuracy
 ND0070;SPC PA N     -   214,390.      411,160.      MT  (+/- 180 meters Scaled)
 ND0070
 ND0070                          SUPERSEDED SURVEY CONTROL
 ND0070
 ND0070  NGVD 29 (??/??/92)  343.362  (m)         1126.51   (f) ADJ UNCH    2 0
 ND0070
 ND0070.Superseded values are not recommended for survey control.
 ND0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0070.See file dsdata.txt to determine how the superseded data were derived.
 ND0070
 ND0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG800585(NAD 83)
 ND0070_MARKER: DD = SURVEY DISK
 ND0070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ND0070_SP_SET: BRIDGE
 ND0070_STAMPING: F 274
 ND0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0070
 ND0070  HISTORY     - Date     Condition        Report By
 ND0070  HISTORY     - UNK      MONUMENTED       PADH
 ND0070  HISTORY     - 1961     GOOD             NGS
 ND0070
 ND0070                          STATION DESCRIPTION
 ND0070
 ND0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ND0070'6.2 MI SE FROM ERIE.
 ND0070'ABOUT 3.0 MILES SOUTH OF ERIE CITY LIMITS ALONG U.S. HIGHWAY 19
 ND0070'TO THE JUNCTION OF INTERSTATE HIGHWAY 90 AND U.S. HIGHWAY 19, THENCE
 ND0070'EAST ALONG INTERSTATE HIGHWAY 90 FOR 3.2 MILES, 22.0 FEET SOUTH OF
 ND0070'THE EAST BOUND LANE OF TRAFFIC. IT IS SET IN THE WEST END OF THE
 ND0070'CONCRETE CURBING AT THE SOUTHWEST END OF A 150 FOOT BRIDGE OVER FOOTE
 ND0070'MILL ROAD, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0071 ***********************************************************************
 ND0071  DESIGNATION -  F 274 PDH RESET 1977
 ND0071  PID         -  ND0071
 ND0071  STATE/COUNTY-  PA/ERIE
 ND0071  USGS QUAD   -  ERIE SOUTH (1996)
 ND0071
 ND0071                         *CURRENT SURVEY CONTROL
 ND0071  ___________________________________________________________________
 ND0071* NAD 83(1986)-  42 04 29.     (N)    080 01 56.     (W)     SCALED    
 ND0071* NAVD 88     -       344.07   (+/-2cm)    1128.8    (feet)  VERTCON   
 ND0071  ___________________________________________________________________
 ND0071  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 ND0071
 ND0071  VERT ORDER  -  THIRD (See Below)
 ND0071
 ND0071.The horizontal coordinates were scaled from a topographic map and have
 ND0071.an estimated accuracy of +/- 6 seconds.
 ND0071
 ND0071.The NAVD 88 height was computed by applying the VERTCON shift value to
 ND0071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ND0071.The vertical order pertains to the NGVD 29 superseded value.
 ND0071
 ND0071.The geoid height was determined by GEOID03.
 ND0071
 ND0071;                    North         East    Units  Estimated Accuracy
 ND0071;SPC PA N     -   214,390.      411,160.      MT  (+/- 180 meters Scaled)
 ND0071
 ND0071                          SUPERSEDED SURVEY CONTROL
 ND0071
 ND0071  NGVD 29 (02/24/03)  344.27   (m)         1129.5    (f) RESET       3  
 ND0071
 ND0071.Superseded values are not recommended for survey control.
 ND0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0071.See file dsdata.txt to determine how the superseded data were derived.
 ND0071
 ND0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG800585(NAD 83)
 ND0071_MARKER: DB = BENCH MARK DISK
 ND0071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ND0071_SP_SET: BRIDGE BANISTER
 ND0071_STAMPING: F 274 PDH RESET 1977
 ND0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0071
 ND0071  HISTORY     - Date     Condition        Report By
 ND0071  HISTORY     - 1977     MONUMENTED       NGS
 ND0071
 ND0071                          STATION DESCRIPTION
 ND0071
 ND0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 ND0071'5 1/4 MI SSE FROM ERIE.
 ND0071'LOCATED 5.65 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 90 FROM ITS
 ND0071'JUNCTION WITH INTERSTATE HIGHWAY 79 IN THE SOUTH PART OF ERIE, IN
 ND0071'THE SOUTHWEST PART OF THE SOUTH BANISTER OF A BRIDGE FOR THE WEST
 ND0071'BOUND LANE OF INTERSTATE HIGHWAY 90, 19.5 FEET SOUTHEAST OF THE
 ND0071'CENTER LINE OF THE WEST BOUND LANE OF INTERSTATE HIGHWAY 90 AND
 ND0071'10 FT NORTHEAST OF THE MOST SOUTHWEST EDGE OF THE BANISTER. BENCH
 ND0071'MARK F 274 PDH WAS DESTROYED BY CONSTRUCTION. 3 FEET INTERSTATE
 ND0071'HIGHWAY 90.55 MILES NE OF BENCH MARK E 274 RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0621 ***********************************************************************
 NC0621  DESIGNATION -  F 275
 NC0621  PID         -  NC0621
 NC0621  STATE/COUNTY-  PA/ERIE
 NC0621  USGS QUAD   -  NORTH EAST (1996)
 NC0621
 NC0621                         *CURRENT SURVEY CONTROL
 NC0621  ___________________________________________________________________
 NC0621* NAD 83(1986)-  42 13 19.     (N)    079 48 15.     (W)     SCALED    
 NC0621* NAVD 88     -       252.487  (meters)     828.37   (feet)  ADJUSTED  
 NC0621  ___________________________________________________________________
 NC0621  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 NC0621  DYNAMIC HT  -         252.397 (meters)     828.07  (feet)  COMP
 NC0621  MODELED GRAV-     980,259.5   (mgal)                       NAVD 88
 NC0621
 NC0621  VERT ORDER  -  FIRST     CLASS II
 NC0621
 NC0621.The horizontal coordinates were scaled from a topographic map and have
 NC0621.an estimated accuracy of +/- 6 seconds.
 NC0621
 NC0621.The orthometric height was determined by differential leveling
 NC0621.and adjusted by the National Geodetic Survey in June 1991..
 NC0621
 NC0621.The geoid height was determined by GEOID03.
 NC0621
 NC0621.The dynamic height is computed by dividing the NAVD 88
 NC0621.geopotential number by the normal gravity value computed on the
 NC0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0621.degrees latitude (g = 980.6199 gals.).
 NC0621
 NC0621.The modeled gravity was interpolated from observed gravity values.
 NC0621
 NC0621;                    North         East    Units  Estimated Accuracy
 NC0621;SPC PA N     -   230,270.      430,410.      MT  (+/- 180 meters Scaled)
 NC0621
 NC0621                          SUPERSEDED SURVEY CONTROL
 NC0621
 NC0621  NGVD 29 (06/03/92)  252.655  (m)          828.92   (f) ADJUSTED    1 2
 NC0621
 NC0621.Superseded values are not recommended for survey control.
 NC0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0621.See file dsdata.txt to determine how the superseded data were derived.
 NC0621
 NC0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG986751(NAD 83)
 NC0621_MARKER: DB = BENCH MARK DISK
 NC0621_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0621_SP_SET: CULVERT
 NC0621_STAMPING: F 275 1961
 NC0621_MARK LOGO: CGS   
 NC0621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0621
 NC0621  HISTORY     - Date     Condition        Report By
 NC0621  HISTORY     - 1961     MONUMENTED       CGS
 NC0621  HISTORY     - 1983     GOOD             NGS
 NC0621  HISTORY     - 20051015 MARK NOT FOUND   USPSQD
 NC0621
 NC0621                          STATION DESCRIPTION
 NC0621
 NC0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 NC0621'1.2 MI E FROM NORTHEAST.
 NC0621'ABOUT 1.2 MILE EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 NC0621'ELECTRIC MATERIAL COMPANY IN THE EAST EDGE OF NORTHEAST.  THE MARK IS
 NC0621'SET IN A DRILL HOLE IN THE SOUTH END OF A CONCRETE CULVERT, 5 FEET
 NC0621'LONG.  IT IS 26.0 FEET WEST OF THE CENTER OF A PRIVATE FARM CROSSING,
 NC0621'21.0 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 14 INCHES LOWER THAN THE
 NC0621'RAIL.
 NC0621
 NC0621                          STATION RECOVERY (1983)
 NC0621
 NC0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NC0621'RECOVERED IN GOOD CONDITION.
 NC0621
 NC0621                          STATION RECOVERY (2005)
 NC0621
 NC0621'RECOVERY NOTE BY US POWER SQUADRON 2005 (BB)
 NC0621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0749 ***********************************************************************
 JU0749  DESIGNATION -  F 277
 JU0749  PID         -  JU0749
 JU0749  STATE/COUNTY-  PA/PHILADELPHIA
 JU0749  USGS QUAD   -  PHILADELPHIA (1994)
 JU0749
 JU0749                         *CURRENT SURVEY CONTROL
 JU0749  ___________________________________________________________________
 JU0749* NAD 83(1986)-  39 53 38.     (N)    075 12 25.     (W)     SCALED    
 JU0749* NAVD 88     -         3.084  (meters)      10.12   (feet)  ADJUSTED  
 JU0749  ___________________________________________________________________
 JU0749  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU0749  DYNAMIC HT  -           3.083 (meters)      10.11  (feet)  COMP
 JU0749  MODELED GRAV-     980,181.2   (mgal)                       NAVD 88
 JU0749
 JU0749  VERT ORDER  -  FIRST     CLASS I
 JU0749
 JU0749.The horizontal coordinates were scaled from a topographic map and have
 JU0749.an estimated accuracy of +/- 6 seconds.
 JU0749
 JU0749.The orthometric height was determined by differential leveling
 JU0749.and adjusted by the National Geodetic Survey in June 1991..
 JU0749
 JU0749.The geoid height was determined by GEOID03.
 JU0749
 JU0749.The dynamic height is computed by dividing the NAVD 88
 JU0749.geopotential number by the normal gravity value computed on the
 JU0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0749.degrees latitude (g = 980.6199 gals.).
 JU0749
 JU0749.The modeled gravity was interpolated from observed gravity values.
 JU0749
 JU0749;                    North         East    Units  Estimated Accuracy
 JU0749;SPC PA S     -    65,370.      817,470.      MT  (+/- 180 meters Scaled)
 JU0749
 JU0749                          SUPERSEDED SURVEY CONTROL
 JU0749
 JU0749  NGVD 29 (??/??/??)    3.392  (m)           11.13   (f) ADJUSTED    1 1
 JU0749
 JU0749.Superseded values are not recommended for survey control.
 JU0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0749.See file dsdata.txt to determine how the superseded data were derived.
 JU0749
 JU0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK823160(NAD 83)
 JU0749_MARKER: DB = BENCH MARK DISK
 JU0749_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0749_SP_SET: FOUNDATION
 JU0749_STAMPING: F 277 1961
 JU0749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0749
 JU0749  HISTORY     - Date     Condition        Report By
 JU0749  HISTORY     - 1961     MONUMENTED       CGS
 JU0749  HISTORY     - 1970     GOOD             NGS
 JU0749  HISTORY     - 19950125 MARK NOT FOUND   NJGS
 JU0749
 JU0749                          STATION DESCRIPTION
 JU0749
 JU0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0749'IN PHILADELPHIA.
 JU0749'0.4 MILE DOWNSTREAM ON THE SCHUYLKILL RIVER FROM UNDERNEATH
 JU0749'OF THE BRIDGE, SOUTH WEST SIDE, PENROSE BRIDGE.  AT THE SITE OF
 JU0749'THE OLD PENROSE FERRY, IN THE FOUNDATION FOR AN ABANDONED BUILDING
 JU0749'WHICH WAS ON THE SOUTHWEST SIDE OF THE APPROACH RAMP FOR THE
 JU0749'FERRY.  SET IN THE SOUTH WEST PART OF THE FOUNDATION, 3 1/2 FEET
 JU0749'SOUTHEAST OF THE NORTHWEST EDGE, 3 1/2 FEET NORTHWEST OF THE
 JU0749'SOUTHEAST EDGE, 2 FEET NORTHEAST OF THE SOUTHWEST EDGE, 1 1/2
 JU0749'FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A LARGE SLAB OF GRANITE ON
 JU0749'THE FOUNDATION, AND ABOUT LEVEL WITH THE ROAD TO RAMP.  ALSO
 JU0749'ABOUT 100 YARDS NORTHEAST OF A 5 POINT INTERSECTION AND ABOUT 3
 JU0749'FEET ABOVE THE GROUND.
 JU0749
 JU0749                          STATION RECOVERY (1970)
 JU0749
 JU0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JU0749'RECOVERED IN GOOD CONDITION.
 JU0749
 JU0749                          STATION RECOVERY (1995)
 JU0749
 JU0749'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0749'THE STATION WAS NOT RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU2480 ***********************************************************************
 JU2480  DESIGNATION -  F 277 RESET 1975
 JU2480  PID         -  JU2480
 JU2480  STATE/COUNTY-  PA/PHILADELPHIA
 JU2480  USGS QUAD   -  PHILADELPHIA (1994)
 JU2480
 JU2480                         *CURRENT SURVEY CONTROL
 JU2480  ___________________________________________________________________
 JU2480* NAD 83(1986)-  39 53 38.     (N)    075 12 27.     (W)     SCALED    
 JU2480* NAVD 88     -         1.88   (+/-2cm)       6.2    (feet)  VERTCON   
 JU2480  ___________________________________________________________________
 JU2480  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU2480
 JU2480  VERT ORDER  -  THIRD (See Below)
 JU2480
 JU2480.The horizontal coordinates were scaled from a topographic map and have
 JU2480.an estimated accuracy of +/- 6 seconds.
 JU2480
 JU2480.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2480.The vertical order pertains to the NGVD 29 superseded value.
 JU2480
 JU2480.The geoid height was determined by GEOID03.
 JU2480
 JU2480;                    North         East    Units  Estimated Accuracy
 JU2480;SPC PA S     -    65,370.      817,420.      MT  (+/- 180 meters Scaled)
 JU2480
 JU2480                          SUPERSEDED SURVEY CONTROL
 JU2480
 JU2480  NGVD 29 (??/??/??)    2.21   (m)            7.3    (f) RESET       3  
 JU2480
 JU2480.Superseded values are not recommended for survey control.
 JU2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2480.See file dsdata.txt to determine how the superseded data were derived.
 JU2480
 JU2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK822160(NAD 83)
 JU2480_MARKER: DB = BENCH MARK DISK
 JU2480_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU2480_SP_SET: CONCRETE BASE
 JU2480_STAMPING: F 277 RESET 1975
 JU2480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2480
 JU2480  HISTORY     - Date     Condition        Report By
 JU2480  HISTORY     - 1975     MONUMENTED       LOCSUR
 JU2480
 JU2480                          STATION DESCRIPTION
 JU2480
 JU2480'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 JU2480'IN PHILADELPHIA.
 JU2480'0.4 MILE DOWNSTREAM FROM THE SITE OF THE OLD PENROSE FERRY
 JU2480'ON THE SCHUYKILL RIVER, AT AN ASPHALT PLANT, ON THE EAST SIDE
 JU2480'OF AN AGGREGATE TUNNEL CONVEYOR, 48.77 FEET SOUTH OF A WOODEN
 JU2480'BULKHEAD ALONG THE RIVER BANK AND 2.5 FEET WEST OF A PROPERTY
 JU2480'LINE FENCE.  THE MARK IS BELIEVED TO BE A DISK IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1583 ***********************************************************************
 LY1583  DESIGNATION -  F 278
 LY1583  PID         -  LY1583
 LY1583  STATE/COUNTY-  PA/LACKAWANNA
 LY1583  USGS QUAD   -  SCRANTON (1994)
 LY1583
 LY1583                         *CURRENT SURVEY CONTROL
 LY1583  ___________________________________________________________________
 LY1583* NAD 83(1986)-  41 27 00.     (N)    075 38 18.     (W)     SCALED    
 LY1583* NAVD 88     -       236.353  (meters)     775.43   (feet)  ADJUSTED  
 LY1583  ___________________________________________________________________
 LY1583  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 LY1583  DYNAMIC HT  -         236.260 (meters)     775.13  (feet)  COMP
 LY1583  MODELED GRAV-     980,225.5   (mgal)                       NAVD 88
 LY1583
 LY1583  VERT ORDER  -  SECOND    CLASS 0
 LY1583
 LY1583.The horizontal coordinates were scaled from a topographic map and have
 LY1583.an estimated accuracy of +/- 6 seconds.
 LY1583
 LY1583.The orthometric height was determined by differential leveling
 LY1583.and adjusted by the National Geodetic Survey in June 1991..
 LY1583
 LY1583.The geoid height was determined by GEOID03.
 LY1583
 LY1583.The dynamic height is computed by dividing the NAVD 88
 LY1583.geopotential number by the normal gravity value computed on the
 LY1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1583.degrees latitude (g = 980.6199 gals.).
 LY1583
 LY1583.The modeled gravity was interpolated from observed gravity values.
 LY1583
 LY1583;                    North         East    Units  Estimated Accuracy
 LY1583;SPC PA N     -   144,670.      776,430.      MT  (+/- 180 meters Scaled)
 LY1583
 LY1583                          SUPERSEDED SURVEY CONTROL
 LY1583
 LY1583  NGVD 29 (??/??/92)  236.570  (m)          776.15   (f) ADJ UNCH    2 0
 LY1583
 LY1583.Superseded values are not recommended for survey control.
 LY1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1583.See file dsdata.txt to determine how the superseded data were derived.
 LY1583
 LY1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL466889(NAD 83)
 LY1583_MARKER: DD = SURVEY DISK
 LY1583_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1583_SP_SET: OVERPASS
 LY1583_STAMPING: F 278 1961
 LY1583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1583
 LY1583  HISTORY     - Date     Condition        Report By
 LY1583  HISTORY     - 1961     MONUMENTED       PADH
 LY1583  HISTORY     - 1961     GOOD             NGS
 LY1583  HISTORY     - 19990701 POOR             PADT
 LY1583  HISTORY     - 20050519 MARK NOT FOUND   PADT
 LY1583
 LY1583                          STATION DESCRIPTION
 LY1583
 LY1583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LY1583'IN DICKSON CITY.
 LY1583'LOCATED IN THE OVERPASS OF SCRANTON BY PASS OVER MAIN ST. IN
 LY1583'DICKSON CITY, SET IN TOP OF SOUTH EAST END OF WINGWALL FOR
 LY1583'OVERPASS 32 FEET EAST OF THE CENTER OF THE HIGHWAY, (BRIDGE
 LY1583'WALL FOR NORTH BOUND TRAFFIC) ABOUT 2 FEET ABOVE THE HIGHWAY,
 LY1583'PENNSYLVANIA DEPARTMENT OF HIGHWAYS DISK DRILLED IN HORIZONTAL,
 LY1583'STAMPED F 278 1961.
 LY1583
 LY1583                          STATION RECOVERY (1999)
 LY1583
 LY1583'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (JG)
 LY1583'MARK RECOVERED IN POOR CONDITION.
 LY1583
 LY1583                          STATION RECOVERY (2005)
 LY1583
 LY1583'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (JMT)
 LY1583'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2874 ***********************************************************************
 LY2874  DESIGNATION -  F 278 RESET
 LY2874  PID         -  LY2874
 LY2874  STATE/COUNTY-  PA/LACKAWANNA
 LY2874  USGS QUAD   -  SCRANTON (1994)
 LY2874
 LY2874                         *CURRENT SURVEY CONTROL
 LY2874  ___________________________________________________________________
 LY2874* NAD 83(1986)-  41 27 00.     (N)    075 38 18.     (W)     SCALED    
 LY2874* NAVD 88     -       236.58   (+/-2cm)     776.2    (feet)  VERTCON   
 LY2874  ___________________________________________________________________
 LY2874  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 LY2874
 LY2874  VERT ORDER  -  THIRD (See Below)
 LY2874
 LY2874.The horizontal coordinates were scaled from a topographic map and have
 LY2874.an estimated accuracy of +/- 6 seconds.
 LY2874
 LY2874.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2874.The vertical order pertains to the NGVD 29 superseded value.
 LY2874
 LY2874.The geoid height was determined by GEOID03.
 LY2874
 LY2874;                    North         East    Units  Estimated Accuracy
 LY2874;SPC PA N     -   144,670.      776,430.      MT  (+/- 180 meters Scaled)
 LY2874
 LY2874                          SUPERSEDED SURVEY CONTROL
 LY2874
 LY2874  NGVD 29 (02/24/03)  236.80   (m)          776.9    (f) RESET       3  
 LY2874
 LY2874.Superseded values are not recommended for survey control.
 LY2874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2874.See file dsdata.txt to determine how the superseded data were derived.
 LY2874
 LY2874_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL466889(NAD 83)
 LY2874_MARKER: DB = BENCH MARK DISK
 LY2874_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LY2874_SP_SET: PARAPET WALL
 LY2874_MARK LOGO: NGS   
 LY2874_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2874+STABILITY: SURFACE MOTION
 LY2874
 LY2874  HISTORY     - Date     Condition        Report By
 LY2874  HISTORY     - 1984     MONUMENTED       PADT
 LY2874  HISTORY     - 19941230 MARK NOT FOUND   USGS
 LY2874  HISTORY     - 20050519 GOOD             PADT
 LY2874
 LY2874                          STATION DESCRIPTION
 LY2874
 LY2874'DESCRIBED BY PA DEPT OF TRANSP 1984
 LY2874'LOCATED IN THE OVERPASS OF SCRANTON BY-PASS OVER MAIN STREET IN
 LY2874'DICKSON CITY, 44 FEET EAST OF THE CENTER OF THE HIGHWAY WALL FOR
 LY2874'NORTH BOUND TRAFFIC.  NOTE --  THERE IS NO STAMPING ON DISK.
 LY2874
 LY2874                          STATION RECOVERY (1994)
 LY2874
 LY2874'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (DH)
 LY2874'MARK NOT FOUND.
 LY2874
 LY2874                          STATION RECOVERY (2005)
 LY2874
 LY2874'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (JMT)
 LY2874'PENNDOT SURVEY BY JMT SURVEYS ESTABLISHED NEW ELEVATION OF 236.555 M
 LY2874'(776.10 FT).  SURVEY TIED INTO B 56 (PID LY1338) AND S 278 (PID
 LY2874'LY1369).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1654 ***********************************************************************
 LY1654  CBN         -  This is a Cooperative Base Network Control Station.
 LY1654  DESIGNATION -  F 279
 LY1654  PID         -  LY1654
 LY1654  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1654  USGS QUAD   -  HARFORD (1992)
 LY1654
 LY1654                         *CURRENT SURVEY CONTROL
 LY1654  ___________________________________________________________________
 LY1654* NAD 83(1992)-  41 49 26.95694(N)    075 40 50.33752(W)     ADJUSTED  
 LY1654* NAVD 88     -       463.696  (meters)    1521.31   (feet)  ADJUSTED  
 LY1654  ___________________________________________________________________
 LY1654  X           -   1,177,364.103 (meters)                     COMP
 LY1654  Y           -  -4,612,474.318 (meters)                     COMP
 LY1654  Z           -   4,231,357.706 (meters)                     COMP
 LY1654  LAPLACE CORR-           6.66  (seconds)                    DEFLEC99
 LY1654  ELLIP HEIGHT-         432.74  (meters)          (03/28/01) GPS OBS
 LY1654  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 LY1654  DYNAMIC HT  -         463.519 (meters)    1520.73  (feet)  COMP
 LY1654  MODELED GRAV-     980,227.2   (mgal)                       NAVD 88
 LY1654
 LY1654  HORZ ORDER  -  A
 LY1654  VERT ORDER  -  SECOND    CLASS 0
 LY1654  ELLP ORDER  -  THIRD     CLASS II
 LY1654
 LY1654.The horizontal coordinates were established by GPS observations
 LY1654.and adjusted by the National Geodetic Survey in March 2001..
 LY1654
 LY1654.The orthometric height was determined by differential leveling
 LY1654.and adjusted by the National Geodetic Survey in June 1991..
 LY1654
 LY1654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY1654
 LY1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY1654
 LY1654.The ellipsoidal height was determined by GPS observations
 LY1654.and is referenced to NAD 83.
 LY1654
 LY1654.The geoid height was determined by GEOID03.
 LY1654
 LY1654.The dynamic height is computed by dividing the NAVD 88
 LY1654.geopotential number by the normal gravity value computed on the
 LY1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1654.degrees latitude (g = 980.6199 gals.).
 LY1654
 LY1654.The modeled gravity was interpolated from observed gravity values.
 LY1654
 LY1654;                    North         East     Units Scale Factor Converg.
 LY1654;SPC PA N     -   186,127.441   771,899.039   MT  0.99998200   +1 22 08.2
 LY1654;SPC PA N     -   610,653.11  2,532,472.10   sFT  0.99998200   +1 22 08.2
 LY1654;UTM  18      - 4,630,476.519   443,475.165   MT  0.99963932   -0 27 14.0
 LY1654
 LY1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY1654!SPC PA N     -   0.99993213  x   0.99998200  =   0.99991413
 LY1654!UTM  18      -   0.99993213  x   0.99963932  =   0.99957148
 LY1654
 LY1654                          SUPERSEDED SURVEY CONTROL
 LY1654
 LY1654  NAVD 88 (03/28/01)  463.70   (m)         1521.3    (f) LEVELING    3  
 LY1654  NGVD 29 (??/??/92)  463.872  (m)         1521.89   (f) ADJ UNCH    2 0
 LY1654
 LY1654.Superseded values are not recommended for survey control.
 LY1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1654.See file dsdata.txt to determine how the superseded data were derived.
 LY1654
 LY1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM4347530477(NAD 83)
 LY1654_MARKER: DD = SURVEY DISK
 LY1654_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LY1654_SP_SET: MASSIVE RETAINING WALL
 LY1654_STAMPING: F 279 1961
 LY1654_MARK LOGO: PADH  
 LY1654_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY1654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY1654+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2005
 LY1654
 LY1654  HISTORY     - Date     Condition        Report By
 LY1654  HISTORY     - 1961     MONUMENTED       PADH
 LY1654  HISTORY     - 1961     GOOD             NGS
 LY1654  HISTORY     - 20000330 GOOD             NGS
 LY1654  HISTORY     - 20010716 GOOD             PADT
 LY1654  HISTORY     - 20020625 GOOD             PADT
 LY1654  HISTORY     - 20030915 GOOD             PADT
 LY1654  HISTORY     - 20050516 GOOD             URSCOR
 LY1654
 LY1654                          STATION DESCRIPTION
 LY1654
 LY1654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LY1654'4.4 MI S FROM NEW MILFORD.
 LY1654'ABOUT 4.35 MILE SOUTH ALONG INTERSTATE HWY 81 FROM WHERE THE
 LY1654'INTERSTATE HWY CROSSES OVER STATE HWY 492 SOUTH EAST OF NEW
 LY1654'MILFORD, BM IS LOCATED IN BRIDGE OVER INTERSTATE 81, ABOUT 30
 LY1654'FEET ABOVE THE HWY AT THE GIBSON INTERCHANGE (PA. HWY. 848
 LY1654'AND INTERSTATE HWY. 81), BM IS SET 22 FEET SOUTH OF THE
 LY1654'CENTERLINE OF HIGHWAY, ABOUT 30 INCHES BELOW CONCRETE CURBING,
 LY1654'IN WINGWALL RUNNING SOUTH WEST, STANDARD BENCH MARK OF THE
 LY1654'PENNSYLVANIA DEPARTMENT OF HIGHWAYS DRILLED IN HORIZONTAL,
 LY1654'STAMPED F 279 1961.
 LY1654
 LY1654                          STATION RECOVERY (2000)
 LY1654
 LY1654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 LY1654'THE STATION IS LOCATED ABOUT 7.24 KM (4.50 MI) SOUTHEAST OF NEW
 LY1654'MILFORD, ABOUT 3.22 KM (2.00 MI) NORTHWEST OF GIBSON, AT THE JUNCTION
 LY1654'OF INTERSTATE HIGHWAY 81 (EXIT 66) AND STATE HIGHWAY 848.
 LY1654'OWNERSHIP--PENNSYLVANIA DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 LY1654'STATION FROM INTERSTATE HIGHWAY 81 (EXIT 67) AND THE JUNCTION OF STATE
 LY1654'HIGHWAY 492 LOCATED ON THE SOUTHEAST SIDE OF NEW MILFORD, GO SOUTH ON
 LY1654'INTERSTATE HIGHWAY 81 FOR 7.08 KM (4.40 MI) TO THE EXIT RAMP FOR EXIT
 LY1654'66 (GIBSON EXIT).  BEAR RIGHT, UPHILL ON THE EXIT RAMP TO THE JUNCTION
 LY1654'OF STATE HIGHWAY 848.  TURN RIGHT, EAST ON HIGHWAY 848 FOR ABOUT 30.48
 LY1654'M (100.00 FT) TO THE WEST SIDE OF THE HIGHWAY OVERPASS BRIDGE AND THE
 LY1654'STATION ON THE RIGHT.  THE STATION IS A PENNSYLVANIA DEPARTMENT OF
 LY1654'HIGHWAYS DISK SET IN A DRILL HOLE IN THE TOP OF THE SOUTH SIDE OF THE
 LY1654'MASSIVE WEST WINGWALL OF THE HIGHWAY 848 OVERPASS BRIDGE OVER
 LY1654'INTERSTATE HIGHWAY 81.  LOCATED 6.86 M (22.51 FT) SOUTH OF THE CENTER
 LY1654'OF THE HIGHWAY AND 0.22 M (0.72 FT) SOUTH OF THE SOUTH FACE OF THE
 LY1654'CONCRETE GUARDRAIL OF THE BRIDGE.
 LY1654
 LY1654                          STATION RECOVERY (2001)
 LY1654
 LY1654'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (CLH)
 LY1654'RECOVERED AS DESCRIBED.
 LY1654'
 LY1654
 LY1654                          STATION RECOVERY (2002)
 LY1654
 LY1654'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (ADR)
 LY1654'RECOVERED IN GOOD CONDITION.
 LY1654
 LY1654                          STATION RECOVERY (2003)
 LY1654
 LY1654'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (JAG)
 LY1654'RECOVERED IN GOOD CONDITION.
 LY1654
 LY1654                          STATION RECOVERY (2005)
 LY1654
 LY1654'RECOVERY NOTE BY URS CORPORATION 2005 (JSB)
 LY1654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0024 ***********************************************************************
 MA0024  DESIGNATION -  F 28
 MA0024  PID         -  MA0024
 MA0024  STATE/COUNTY-  PA/MCKEAN
 MA0024  USGS QUAD   -  PORT ALLEGANY (1983)
 MA0024
 MA0024                         *CURRENT SURVEY CONTROL
 MA0024  ___________________________________________________________________
 MA0024* NAD 83(1986)-  41 51 39.     (N)    078 19 46.     (W)     SCALED    
 MA0024* NAVD 88     -       442.731  (meters)    1452.53   (feet)  ADJUSTED  
 MA0024  ___________________________________________________________________
 MA0024  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 MA0024  DYNAMIC HT  -         442.554 (meters)    1451.95  (feet)  COMP
 MA0024  MODELED GRAV-     980,209.0   (mgal)                       NAVD 88
 MA0024
 MA0024  VERT ORDER  -  SECOND    CLASS 0
 MA0024
 MA0024.The horizontal coordinates were scaled from a topographic map and have
 MA0024.an estimated accuracy of +/- 6 seconds.
 MA0024
 MA0024.The orthometric height was determined by differential leveling
 MA0024.and adjusted by the National Geodetic Survey in June 1991..
 MA0024
 MA0024.The geoid height was determined by GEOID03.
 MA0024
 MA0024.The dynamic height is computed by dividing the NAVD 88
 MA0024.geopotential number by the normal gravity value computed on the
 MA0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0024.degrees latitude (g = 980.6199 gals.).
 MA0024
 MA0024.The modeled gravity was interpolated from observed gravity values.
 MA0024
 MA0024;                    North         East    Units  Estimated Accuracy
 MA0024;SPC PA N     -   188,310.      551,890.      MT  (+/- 180 meters Scaled)
 MA0024
 MA0024                          SUPERSEDED SURVEY CONTROL
 MA0024
 MA0024  NGVD 29 (??/??/92)  442.875  (m)         1453.00   (f) ADJ UNCH    2 0
 MA0024
 MA0024.Superseded values are not recommended for survey control.
 MA0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0024.See file dsdata.txt to determine how the superseded data were derived.
 MA0024
 MA0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG216377(NAD 83)
 MA0024_MARKER: DB = BENCH MARK DISK
 MA0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0024_STAMPING: F 28 1934
 MA0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0024+STABILITY: SURFACE MOTION
 MA0024
 MA0024  HISTORY     - Date     Condition        Report By
 MA0024  HISTORY     - 1934     MONUMENTED       CGS
 MA0024  HISTORY     - 20010925 MARK NOT FOUND   USPSQD
 MA0024
 MA0024                          STATION DESCRIPTION
 MA0024
 MA0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0024'4 MI N FROM PORT ALLEGANY.
 MA0024'4 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM PORT ALLEGANY,
 MA0024'MC KEAN COUNTY, ABOUT 3,180 FEET SOUTH OF MILEPOST 92, ABOUT 70
 MA0024'FEET SOUTH OF A CATTLE CROSSING, 30 FEET EAST OF THE CENTER LINE
 MA0024'OF THE TRACK, AND ABOUT 4 FEET LOWER THAN THE TOP OF THE RAIL.  A
 MA0024'STANDARD DISK, STAMPED F 28 1934 AND SET IN THE TOP OF A CONCRETE
 MA0024'POST.
 MA0024
 MA0024                          STATION RECOVERY (2001)
 MA0024
 MA0024'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1675 ***********************************************************************
 LY1675  DESIGNATION -  F 280
 LY1675  PID         -  LY1675
 LY1675  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1675  USGS QUAD   -  LENOXVILLE (1980)
 LY1675
 LY1675                         *CURRENT SURVEY CONTROL
 LY1675  ___________________________________________________________________
 LY1675* NAD 83(1986)-  41 40 35.     (N)    075 41 03.     (W)     SCALED    
 LY1675* NAVD 88     -       372.149  (meters)    1220.96   (feet)  ADJUSTED  
 LY1675  ___________________________________________________________________
 LY1675  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 LY1675  DYNAMIC HT  -         372.016 (meters)    1220.52  (feet)  COMP
 LY1675  MODELED GRAV-     980,254.2   (mgal)                       NAVD 88
 LY1675
 LY1675  VERT ORDER  -  SECOND    CLASS 0
 LY1675
 LY1675.The horizontal coordinates were scaled from a topographic map and have
 LY1675.an estimated accuracy of +/- 6 seconds.
 LY1675
 LY1675.The orthometric height was determined by differential leveling
 LY1675.and adjusted by the National Geodetic Survey in June 1991..
 LY1675
 LY1675.The geoid height was determined by GEOID03.
 LY1675
 LY1675.The dynamic height is computed by dividing the NAVD 88
 LY1675.geopotential number by the normal gravity value computed on the
 LY1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1675.degrees latitude (g = 980.6199 gals.).
 LY1675
 LY1675.The modeled gravity was interpolated from observed gravity values.
 LY1675
 LY1675;                    North         East    Units  Estimated Accuracy
 LY1675;SPC PA N     -   169,710.      772,000.      MT  (+/- 180 meters Scaled)
 LY1675
 LY1675                          SUPERSEDED SURVEY CONTROL
 LY1675
 LY1675  NGVD 29 (??/??/92)  372.350  (m)         1221.62   (f) ADJ UNCH    2 0
 LY1675
 LY1675.Superseded values are not recommended for survey control.
 LY1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1675.See file dsdata.txt to determine how the superseded data were derived.
 LY1675
 LY1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM430140(NAD 83)
 LY1675_MARKER: DB = BENCH MARK DISK
 LY1675_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1675_SP_SET: CATCH BASIN
 LY1675_STAMPING: F 280 1961
 LY1675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1675
 LY1675  HISTORY     - Date     Condition        Report By
 LY1675  HISTORY     - 1961     MONUMENTED       CGS
 LY1675
 LY1675                          STATION DESCRIPTION
 LY1675
 LY1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1675'3.2 MI S FROM LENOX.
 LY1675'ABOUT 3.25 MILE SOUTH ALONG INTERSTATE HWY 81 FROM WHERE THE
 LY1675'INTERSTATE HWY CROSSES OVER STATE HWY 92 AND U.S. HWY 106 EAST
 LY1675'OF LENOX, BM IS SET ON SOUTH WEST SIDE OF INTERSTATE HWY, SET
 LY1675'ABOUT 1 FOOT SOUTH EAST OF NORTH WEST END AND IN TOP OF
 LY1675'HEADWALL FOR CONCRETE CATCH BASIN 5 FT X 3 FT, 21 FEET SOUTH WEST
 LY1675'OF CENTERLINE OF SOUTH BOUND LANE, ABOUT 1 FOOT BELOW THE LEVEL
 LY1675'OF HIGHWAY, STANDARD BENCH MARK DISK DRILLED IN HORIZONTAL,
 LY1675'STAMPED F 280 1961.  NOTE-- ABOUT 40 YARDS NORTH EAST OF CENTERLINE
 LY1675'OF PARALLEL ROAD (GRAVEL).  NOTE-- ABOUT 0.1 MILE SOUTH EAST OF
 LY1675'BECKER AZI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1277 ***********************************************************************
 LY1277  DESIGNATION -  F 282
 LY1277  PID         -  LY1277
 LY1277  STATE/COUNTY-  PA/MONROE
 LY1277  USGS QUAD   -  TOBYHANNA (1994)
 LY1277
 LY1277                         *CURRENT SURVEY CONTROL
 LY1277  ___________________________________________________________________
 LY1277* NAD 83(1986)-  41 10 24.     (N)    075 24 54.     (W)     SCALED    
 LY1277* NAVD 88     -       580.443  (meters)    1904.34   (feet)  ADJUSTED  
 LY1277  ___________________________________________________________________
 LY1277  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 LY1277  DYNAMIC HT  -         580.151 (meters)    1903.38  (feet)  COMP
 LY1277  MODELED GRAV-     980,102.3   (mgal)                       NAVD 88
 LY1277
 LY1277  VERT ORDER  -  SECOND    CLASS 0
 LY1277
 LY1277.The horizontal coordinates were scaled from a topographic map and have
 LY1277.an estimated accuracy of +/- 6 seconds.
 LY1277
 LY1277.The orthometric height was determined by differential leveling
 LY1277.and adjusted by the National Geodetic Survey in June 1991..
 LY1277
 LY1277.The geoid height was determined by GEOID03.
 LY1277
 LY1277.The dynamic height is computed by dividing the NAVD 88
 LY1277.geopotential number by the normal gravity value computed on the
 LY1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1277.degrees latitude (g = 980.6199 gals.).
 LY1277
 LY1277.The modeled gravity was interpolated from observed gravity values.
 LY1277
 LY1277;                    North         East    Units  Estimated Accuracy
 LY1277;SPC PA N     -   114,440.      795,910.      MT  (+/- 180 meters Scaled)
 LY1277
 LY1277                          SUPERSEDED SURVEY CONTROL
 LY1277
 LY1277  NGVD 29 (??/??/92)  580.632  (m)         1904.96   (f) ADJ UNCH    2 0
 LY1277
 LY1277.Superseded values are not recommended for survey control.
 LY1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1277.See file dsdata.txt to determine how the superseded data were derived.
 LY1277
 LY1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL651580(NAD 83)
 LY1277_MARKER: DB = BENCH MARK DISK
 LY1277_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1277_SP_SET: ABUTMENT
 LY1277_STAMPING: F 282 1961
 LY1277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1277
 LY1277  HISTORY     - Date     Condition        Report By
 LY1277  HISTORY     - 1961     MONUMENTED       PADH
 LY1277  HISTORY     - 1961     GOOD             NGS
 LY1277
 LY1277                          STATION DESCRIPTION
 LY1277
 LY1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LY1277'IN TOBYHANNA.
 LY1277'LOCATED IN THE SOUTH SECTION OF TOBYHANNA, SET IN TOP AND IN
 LY1277'THE EAST-NORTH EAST END OF THE SOUTH-SOUTH EAST ABUTMENT OF A 75
 LY1277'FOOT BRIDGE OVER TOBYHANNA CREEK, SIX INS. BELOW THE LEVEL OF
 LY1277'THE HIGHWAY, PENNSYLVANIA DEPARTMENT OF HIGHWAYS DISK DRILLED
 LY1277'IN HORIZONTAL, STAMPED F 282 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1378 ***********************************************************************
 KX1378  DESIGNATION -  F 283
 KX1378  PID         -  KX1378
 KX1378  STATE/COUNTY-  PA/WESTMORELAND
 KX1378  USGS QUAD   -  MOUNT PLEASANT (1993)
 KX1378
 KX1378                         *CURRENT SURVEY CONTROL
 KX1378  ___________________________________________________________________
 KX1378* NAD 83(1986)-  40 11 46.     (N)    079 35 49.     (W)     SCALED    
 KX1378* NAVD 88     -       354.479  (meters)    1162.99   (feet)  ADJUSTED  
 KX1378  ___________________________________________________________________
 KX1378  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KX1378  DYNAMIC HT  -         354.288 (meters)    1162.36  (feet)  COMP
 KX1378  MODELED GRAV-     980,074.9   (mgal)                       NAVD 88
 KX1378
 KX1378  VERT ORDER  -  SECOND    CLASS 0
 KX1378
 KX1378.The horizontal coordinates were scaled from a topographic map and have
 KX1378.an estimated accuracy of +/- 6 seconds.
 KX1378
 KX1378.The orthometric height was determined by differential leveling
 KX1378.and adjusted by the National Geodetic Survey in June 1991..
 KX1378
 KX1378.The geoid height was determined by GEOID03.
 KX1378
 KX1378.The dynamic height is computed by dividing the NAVD 88
 KX1378.geopotential number by the normal gravity value computed on the
 KX1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1378.degrees latitude (g = 980.6199 gals.).
 KX1378
 KX1378.The modeled gravity was interpolated from observed gravity values.
 KX1378
 KX1378;                    North         East    Units  Estimated Accuracy
 KX1378;SPC PA S     -    97,440.      442,750.      MT  (+/- 180 meters Scaled)
 KX1378
 KX1378                          SUPERSEDED SURVEY CONTROL
 KX1378
 KX1378  NGVD 29 (??/??/92)  354.675  (m)         1163.63   (f) ADJ UNCH    2 0
 KX1378
 KX1378.Superseded values are not recommended for survey control.
 KX1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1378.See file dsdata.txt to determine how the superseded data were derived.
 KX1378
 KX1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE194504(NAD 83)
 KX1378_MARKER: DB = BENCH MARK DISK
 KX1378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1378_SP_SET: CULVERT
 KX1378_STAMPING: F 283 1961
 KX1378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1378
 KX1378  HISTORY     - Date     Condition        Report By
 KX1378  HISTORY     - 1961     MONUMENTED       CGS
 KX1378  HISTORY     - 20000701 GOOD             PADT
 KX1378
 KX1378                          STATION DESCRIPTION
 KX1378
 KX1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KX1378'1.8 MI S FROM NEW STANTON.
 KX1378'ABOUT 1.0 MILE WEST ALONG STATE ROUTE 31 FROM THE POST OFFICE IN
 KX1378'MT PLEASANT TO THE JUNCTION OF STATE ROUTE 31 AND U.S. HIGHWAY
 KX1378'119, THENCE NORTH ON U.S. HIGHWAY 119 FOR 3.75 MILES, ALSO ABOUT
 KX1378'1.65 MILE SOUTH ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE IN
 KX1378'NEW STANTON.  IT IS DRILLED IN THE HEADWALL OF A CONCRETE
 KX1378'CULVERT, 19.5 FEET EAST OF CENTERLINE OF U.S. HIGHWAY 119, 39.0
 KX1378'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, AND ABOUT THE SAME
 KX1378'LEVEL AS THE HIGHWAY.
 KX1378
 KX1378                          STATION RECOVERY (2000)
 KX1378
 KX1378'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (ADR)
 KX1378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1420 ***********************************************************************
 KX1420  DESIGNATION -  F 284
 KX1420  PID         -  KX1420
 KX1420  STATE/COUNTY-  PA/WASHINGTON
 KX1420  USGS QUAD   -  CALIFORNIA (1979)
 KX1420
 KX1420                         *CURRENT SURVEY CONTROL
 KX1420  ___________________________________________________________________
 KX1420* NAD 83(1986)-  40 07 06.     (N)    079 53 10.     (W)     SCALED    
 KX1420* NAVD 88     -       280.676  (meters)     920.85   (feet)  ADJUSTED  
 KX1420  ___________________________________________________________________
 KX1420  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KX1420  DYNAMIC HT  -         280.522 (meters)     920.35  (feet)  COMP
 KX1420  MODELED GRAV-     980,069.2   (mgal)                       NAVD 88
 KX1420
 KX1420  VERT ORDER  -  SECOND    CLASS 0
 KX1420
 KX1420.The horizontal coordinates were scaled from a topographic map and have
 KX1420.an estimated accuracy of +/- 6 seconds.
 KX1420
 KX1420.The orthometric height was determined by differential leveling
 KX1420.and adjusted by the National Geodetic Survey in June 1991..
 KX1420
 KX1420.The geoid height was determined by GEOID03.
 KX1420
 KX1420.The dynamic height is computed by dividing the NAVD 88
 KX1420.geopotential number by the normal gravity value computed on the
 KX1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1420.degrees latitude (g = 980.6199 gals.).
 KX1420
 KX1420.The modeled gravity was interpolated from observed gravity values.
 KX1420
 KX1420;                    North         East    Units  Estimated Accuracy
 KX1420;SPC PA S     -    89,360.      417,930.      MT  (+/- 180 meters Scaled)
 KX1420
 KX1420                          SUPERSEDED SURVEY CONTROL
 KX1420
 KX1420  NGVD 29 (??/??/92)  280.866  (m)          921.47   (f) ADJ UNCH    2 0
 KX1420
 KX1420.Superseded values are not recommended for survey control.
 KX1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1420.See file dsdata.txt to determine how the superseded data were derived.
 KX1420
 KX1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE949414(NAD 83)
 KX1420_MARKER: DB = BENCH MARK DISK
 KX1420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1420_SP_SET: CULVERT
 KX1420_STAMPING: F 284 1961
 KX1420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1420
 KX1420  HISTORY     - Date     Condition        Report By
 KX1420  HISTORY     - 1961     MONUMENTED       CGS
 KX1420  HISTORY     - 1970     GOOD             PADT
 KX1420  HISTORY     - 1983     MARK NOT FOUND   NGS
 KX1420
 KX1420                          STATION DESCRIPTION
 KX1420
 KX1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KX1420'1.8 MI SW FROM CHARLEROI.
 KX1420'ABOUT 1.3 MILES SOUTH ALONG STATE HIGHWAY 88 FROM THE
 KX1420'PENNSYLVANIA RAILROAD DEPOT IN CHARLEROI TO JUNCTION OF
 KX1420'INTERSTATE HIGHWAY 70 SOUTH, THENCE WEST ALONG INTERSTATE
 KX1420'HIGHWAY 70S FOR 0.5 MILES, 0.1 MILES WEST OF A CONCRETE
 KX1420'BRIDGE OVER INTERSTATE HIGHWAY 70S, 34.0 FEET NORTH OF THE
 KX1420'CENTERLINE OF THE WEST BOUND TRAFFIC LANE OF INTERSTATE
 KX1420'HIGHWAY 70S, AND ABOUT THE SAME LEVEL AS THE HIGHWAY.  IT IS
 KX1420'SET IN TOP OF A CONCRETE CULVERT HEADWALL, THAT RUNS UNDER
 KX1420'INTERSTATE HIGHWAY 70S.
 KX1420
 KX1420                          STATION RECOVERY (1970)
 KX1420
 KX1420'RECOVERY NOTE BY PA DEPT OF TRANSP 1970
 KX1420'RECOVERED IN GOOD CONDITION.
 KX1420
 KX1420                          STATION RECOVERY (1983)
 KX1420
 KX1420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1420'NOT RECOVERED, ASSUMED DESTROYED AS THE CULVERT HAS BEEN REPLACED BY A
 KX1420'NEW CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1868 ***********************************************************************
 KX1868  DESIGNATION -  F 284 RESET
 KX1868  PID         -  KX1868
 KX1868  STATE/COUNTY-  PA/WASHINGTON
 KX1868  USGS QUAD   -  CALIFORNIA (1979)
 KX1868
 KX1868                         *CURRENT SURVEY CONTROL
 KX1868  ___________________________________________________________________
 KX1868* NAD 83(1986)-  40 07 06.     (N)    079 53 10.     (W)     SCALED    
 KX1868* NAVD 88     -       282.26   (+/-2cm)     926.0    (feet)  VERTCON   
 KX1868  ___________________________________________________________________
 KX1868  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KX1868
 KX1868  VERT ORDER  -  THIRD (See Below)
 KX1868
 KX1868.The horizontal coordinates were scaled from a topographic map and have
 KX1868.an estimated accuracy of +/- 6 seconds.
 KX1868
 KX1868.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX1868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX1868.The vertical order pertains to the NGVD 29 superseded value.
 KX1868
 KX1868.The geoid height was determined by GEOID03.
 KX1868
 KX1868;                    North         East    Units  Estimated Accuracy
 KX1868;SPC PA S     -    89,360.      417,930.      MT  (+/- 180 meters Scaled)
 KX1868
 KX1868                          SUPERSEDED SURVEY CONTROL
 KX1868
 KX1868  NGVD 29 (02/24/03)  282.45   (m)          926.7    (f) RESET       3  
 KX1868
 KX1868.Superseded values are not recommended for survey control.
 KX1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1868.See file dsdata.txt to determine how the superseded data were derived.
 KX1868
 KX1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE949414(NAD 83)
 KX1868_MARKER: DB = BENCH MARK DISK
 KX1868_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1868_SP_SET: CONCRETE SIGN BASE
 KX1868_STAMPING: F 284 RESET 1978
 KX1868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1868
 KX1868  HISTORY     - Date     Condition        Report By
 KX1868  HISTORY     - 1978     MONUMENTED       NGS
 KX1868
 KX1868                          STATION DESCRIPTION
 KX1868
 KX1868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KX1868'1.8 MI SW FROM CHARLEROI.
 KX1868'0.5 MILE WEST ALONG INTERSTATE HIGHWAY 70 FROM ITS JUNCTION WITH
 KX1868'STATE HIGHWAY 88 AT THE WEST END OF THE HIGHWAY BRIDGE OVER THE
 KX1868'MONONGAHELA RIVER, 64 FEET NORTH OF THE CENTER OF I70, 31 FEET NORTH
 KX1868'WEST OF A CULVERT, 8 FEET SOUTH OF THE NORTH LEG OF THE SIGN, 2 FEET
 KX1868'NORTHEAST OF THE SOUTH LEG AND AT HIGHWAY STATION 193+00, AND 20
 KX1868'FEET ABOVE I70.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0721 ***********************************************************************
 KY0721  DESIGNATION -  F 285
 KY0721  PID         -  KY0721
 KY0721  STATE/COUNTY-  PA/WASHINGTON
 KY0721  USGS QUAD   -  WASHINGTON EAST (1977)
 KY0721
 KY0721                         *CURRENT SURVEY CONTROL
 KY0721  ___________________________________________________________________
 KY0721* NAD 83(1986)-  40 09 01.     (N)    080 12 29.     (W)     SCALED    
 KY0721* NAVD 88     -       419.099  (meters)    1374.99   (feet)  ADJUSTED  
 KY0721  ___________________________________________________________________
 KY0721  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KY0721  DYNAMIC HT  -         418.862 (meters)    1374.22  (feet)  COMP
 KY0721  MODELED GRAV-     980,047.4   (mgal)                       NAVD 88
 KY0721
 KY0721  VERT ORDER  -  SECOND    CLASS 0
 KY0721
 KY0721.The horizontal coordinates were scaled from a topographic map and have
 KY0721.an estimated accuracy of +/- 6 seconds.
 KY0721
 KY0721.The orthometric height was determined by differential leveling
 KY0721.and adjusted by the National Geodetic Survey in June 1991..
 KY0721
 KY0721.The geoid height was determined by GEOID03.
 KY0721
 KY0721.The dynamic height is computed by dividing the NAVD 88
 KY0721.geopotential number by the normal gravity value computed on the
 KY0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0721.degrees latitude (g = 980.6199 gals.).
 KY0721
 KY0721.The modeled gravity was interpolated from observed gravity values.
 KY0721
 KY0721;                    North         East    Units  Estimated Accuracy
 KY0721;SPC PA S     -    93,620.      390,590.      MT  (+/- 180 meters Scaled)
 KY0721
 KY0721                          SUPERSEDED SURVEY CONTROL
 KY0721
 KY0721  NGVD 29 (??/??/92)  419.234  (m)         1375.44   (f) ADJ UNCH    2 0
 KY0721
 KY0721.Superseded values are not recommended for survey control.
 KY0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0721.See file dsdata.txt to determine how the superseded data were derived.
 KY0721
 KY0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE674447(NAD 83)
 KY0721_MARKER: DD = SURVEY DISK
 KY0721_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0721_SP_SET: BRIDGE
 KY0721_STAMPING: F 285
 KY0721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0721
 KY0721  HISTORY     - Date     Condition        Report By
 KY0721  HISTORY     - UNK      MONUMENTED       PADT
 KY0721  HISTORY     - 1961     GOOD             NGS
 KY0721  HISTORY     - 20010301 GOOD             PADT
 KY0721
 KY0721                          STATION DESCRIPTION
 KY0721
 KY0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KY0721'2.6 MI E FROM WASHINGTON.
 KY0721'ABOUT 2.67 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 KY0721'IN WASHINGTON, 17.0 FEET SOUTH OF THE CENTERLINE OF THE EAST
 KY0721'BOUND TRAFFIC LANE OF U.S. HIGHWAY 40.  SET IN TOP OF THE SOUTHWEST
 KY0721'CORNER OF A CONCRETE BRIDGE OVER A 4-LANE HIGHWAY, SET IN TOP
 KY0721'OF THE CONCRETE BANISTER AND ABOUT 2.0 FEET ABOVE THE LEVEL OF
 KY0721'THE HIGHWAY.
 KY0721
 KY0721                          STATION RECOVERY (2001)
 KY0721
 KY0721'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (AAP)
 KY0721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0962 ***********************************************************************
 KW0962  DESIGNATION -  F 286
 KW0962  PID         -  KW0962
 KW0962  STATE/COUNTY-  PA/YORK
 KW0962  USGS QUAD   -  STEELTON (1987)
 KW0962
 KW0962                         *CURRENT SURVEY CONTROL
 KW0962  ___________________________________________________________________
 KW0962* NAD 83(1986)-  40 11 46.     (N)    076 51 38.     (W)     SCALED    
 KW0962* NAVD 88     -       208.981  (meters)     685.63   (feet)  ADJUSTED  
 KW0962  ___________________________________________________________________
 KW0962  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KW0962  DYNAMIC HT  -         208.875 (meters)     685.28  (feet)  COMP
 KW0962  MODELED GRAV-     980,110.4   (mgal)                       NAVD 88
 KW0962
 KW0962  VERT ORDER  -  SECOND    CLASS 0
 KW0962
 KW0962.The horizontal coordinates were scaled from a topographic map and have
 KW0962.an estimated accuracy of +/- 6 seconds.
 KW0962
 KW0962.The orthometric height was determined by differential leveling
 KW0962.and adjusted by the National Geodetic Survey in June 1991..
 KW0962
 KW0962.The geoid height was determined by GEOID03.
 KW0962
 KW0962.The dynamic height is computed by dividing the NAVD 88
 KW0962.geopotential number by the normal gravity value computed on the
 KW0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0962.degrees latitude (g = 980.6199 gals.).
 KW0962
 KW0962.The modeled gravity was interpolated from observed gravity values.
 KW0962
 KW0962;                    North         East    Units  Estimated Accuracy
 KW0962;SPC PA S     -    96,180.      675,730.      MT  (+/- 180 meters Scaled)
 KW0962
 KW0962                          SUPERSEDED SURVEY CONTROL
 KW0962
 KW0962  NGVD 29 (??/??/??)  209.192  (m)          686.32   (f) ADJUSTED    2 0
 KW0962
 KW0962.Superseded values are not recommended for survey control.
 KW0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0962.See file dsdata.txt to determine how the superseded data were derived.
 KW0962
 KW0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK416511(NAD 83)
 KW0962_MARKER: DB = BENCH MARK DISK
 KW0962_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0962_SP_SET: CULVERT
 KW0962_STAMPING: F 286 1961
 KW0962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0962
 KW0962  HISTORY     - Date     Condition        Report By
 KW0962  HISTORY     - 1961     MONUMENTED       CGS
 KW0962  HISTORY     - 1976     GOOD             NGS
 KW0962  HISTORY     - 20030412 MARK NOT FOUND   USPSQD
 KW0962
 KW0962                          STATION DESCRIPTION
 KW0962
 KW0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KW0962'4.6 MI S FROM LEMOYNE.
 KW0962'ABOUT 4.6 MILES SOUTH ALONG U.S. HIGHWAY 111 FROM THE POST OFFICE
 KW0962'IN LEMOYNE, ABOUT 300.0 FEET NORTH OF A SERVICE STATION, 72.0
 KW0962'FEET EAST OF TELEPHONE POLE NO. 46 AND 62.0 FEET WEST OF THE
 KW0962'CENTERLINE OF THE SOUTH BOUND TRAFFIC LANE OF U.S. HIGHWAY 111.
 KW0962'SET IN TOP OF THE WEST HEADWALL OF AN 18-INCH ROUND CONCRETE
 KW0962'CULVERT UNDER U.S. HIGHWAY 111 AND IS ABOUT 2.0 FEET BELOW THE
 KW0962'LEVEL OF THE HIGHWAY.
 KW0962
 KW0962                          STATION RECOVERY (1976)
 KW0962
 KW0962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KW0962'RECOVERED IN GOOD CONDITION.
 KW0962
 KW0962                          STATION RECOVERY (2003)
 KW0962
 KW0962'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPP)
 KW0962'THE HIGHWAY HAS BEEN WIDENED.  THE CULVERT HAS BEEN REBUILT.  THE MARK
 KW0962'IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1744 ***********************************************************************
 JV1744  DESIGNATION -  F 287 PADH
 JV1744  PID         -  JV1744
 JV1744  STATE/COUNTY-  PA/YORK
 JV1744  USGS QUAD   -  YORK (1990)
 JV1744
 JV1744                         *CURRENT SURVEY CONTROL
 JV1744  ___________________________________________________________________
 JV1744* NAD 83(1986)-  39 57 11.     (N)    076 41 04.     (W)     SCALED    
 JV1744* NAVD 88     -       145.598  (meters)     477.68   (feet)  ADJUSTED  
 JV1744  ___________________________________________________________________
 JV1744  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JV1744  DYNAMIC HT  -         145.524 (meters)     477.44  (feet)  COMP
 JV1744  MODELED GRAV-     980,111.3   (mgal)                       NAVD 88
 JV1744
 JV1744  VERT ORDER  -  SECOND    CLASS 0
 JV1744
 JV1744.The horizontal coordinates were scaled from a topographic map and have
 JV1744.an estimated accuracy of +/- 6 seconds.
 JV1744
 JV1744.The orthometric height was determined by differential leveling
 JV1744.and adjusted by the National Geodetic Survey in June 1991..
 JV1744
 JV1744.The geoid height was determined by GEOID03.
 JV1744
 JV1744.The dynamic height is computed by dividing the NAVD 88
 JV1744.geopotential number by the normal gravity value computed on the
 JV1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1744.degrees latitude (g = 980.6199 gals.).
 JV1744
 JV1744.The modeled gravity was interpolated from observed gravity values.
 JV1744
 JV1744;                    North         East    Units  Estimated Accuracy
 JV1744;SPC PA S     -    69,360.      691,050.      MT  (+/- 180 meters Scaled)
 JV1744
 JV1744                          SUPERSEDED SURVEY CONTROL
 JV1744
 JV1744  NGVD 29 (??/??/??)  145.849  (m)          478.51   (f) ADJUSTED    2 0
 JV1744
 JV1744.Superseded values are not recommended for survey control.
 JV1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1744.See file dsdata.txt to determine how the superseded data were derived.
 JV1744
 JV1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK561239(NAD 83)
 JV1744_MARKER: DD = SURVEY DISK
 JV1744_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1744_SP_SET: BRIDGE
 JV1744_STAMPING: F 287
 JV1744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1744
 JV1744  HISTORY     - Date     Condition        Report By
 JV1744  HISTORY     - UNK      MONUMENTED       PADH
 JV1744  HISTORY     - 1961     GOOD             CGS
 JV1744  HISTORY     - 1987     GOOD             USPSQD
 JV1744  HISTORY     - 1988     GOOD             USPSQD
 JV1744  HISTORY     - 20050201 MARK NOT FOUND   PADT
 JV1744
 JV1744                          STATION DESCRIPTION
 JV1744
 JV1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JV1744'1.6 MI SE FROM YORK.
 JV1744'1.64 MILES SOUTHEAST ALONG U.S. HIGHWAY 111 AND INTERSTATE
 JV1744'HIGHWAY 83 FROM THE INTERCHANGE BRIDGE OF U.S. HIGHWAY 111 AND
 JV1744'INTERSTATE HIGHWAY 83 AND THE JUNCTION OF U.S. HIGHWAY 30 AT THE
 JV1744'EAST EDGE OF YORK.  SET IN TOP OF THE SOUTHEAST WINGWALL OF A
 JV1744'50.0 FOOT LONG CONCRETE BRIDGE OF U.S. HIGHWAY 111 AND
 JV1744'INTERSTATE HIGHWAY 83 OVER A RAILROAD, 22.8 FEET EAST OF THE
 JV1744'CENTERLINE OF THE NORTHBOUND TRAFFIC LANE OF U.S. HIGHWAY 111
 JV1744'AND INTERSTATE HIGHWAY 83 AND IS ABOUT THE SAME LEVEL AS
 JV1744'THE HIGHWAY.
 JV1744
 JV1744                          STATION RECOVERY (1987)
 JV1744
 JV1744'RECOVERY NOTE BY US POWER SQUADRON 1987 (RED)
 JV1744'RECOVERED IN GOOD CONDITION.
 JV1744
 JV1744                          STATION RECOVERY (1988)
 JV1744
 JV1744'RECOVERY NOTE BY US POWER SQUADRON 1988 (RED)
 JV1744'RECOVERED IN GOOD CONDITION.
 JV1744
 JV1744                          STATION RECOVERY (2005)
 JV1744
 JV1744'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 JV1744'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1110 ***********************************************************************
 LY1110  DESIGNATION -  F 288
 LY1110  PID         -  LY1110
 LY1110  STATE/COUNTY-  PA/WAYNE
 LY1110  USGS QUAD   -  TOBYHANNA (1994)
 LY1110
 LY1110                         *CURRENT SURVEY CONTROL
 LY1110  ___________________________________________________________________
 LY1110* NAD 83(1986)-  41 13 51.     (N)    075 27 05.     (W)     SCALED    
 LY1110* NAVD 88     -       581.342  (meters)    1907.29   (feet)  ADJUSTED  
 LY1110  ___________________________________________________________________
 LY1110  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 LY1110  DYNAMIC HT  -         581.057 (meters)    1906.35  (feet)  COMP
 LY1110  MODELED GRAV-     980,114.1   (mgal)                       NAVD 88
 LY1110
 LY1110  VERT ORDER  -  SECOND    CLASS 0
 LY1110
 LY1110.The horizontal coordinates were scaled from a topographic map and have
 LY1110.an estimated accuracy of +/- 6 seconds.
 LY1110
 LY1110.The orthometric height was determined by differential leveling
 LY1110.and adjusted by the National Geodetic Survey in June 1991..
 LY1110
 LY1110.The geoid height was determined by GEOID03.
 LY1110
 LY1110.The dynamic height is computed by dividing the NAVD 88
 LY1110.geopotential number by the normal gravity value computed on the
 LY1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1110.degrees latitude (g = 980.6199 gals.).
 LY1110
 LY1110.The modeled gravity was interpolated from observed gravity values.
 LY1110
 LY1110;                    North         East    Units  Estimated Accuracy
 LY1110;SPC PA N     -   120,740.      792,690.      MT  (+/- 180 meters Scaled)
 LY1110
 LY1110                          SUPERSEDED SURVEY CONTROL
 LY1110
 LY1110  NGVD 29 (??/??/92)  581.536  (m)         1907.92   (f) ADJ UNCH    2 0
 LY1110
 LY1110.Superseded values are not recommended for survey control.
 LY1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1110.See file dsdata.txt to determine how the superseded data were derived.
 LY1110
 LY1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL621644(NAD 83)
 LY1110_MARKER: DB = BENCH MARK DISK
 LY1110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1110_SP_SET: FOUNDATION
 LY1110_STAMPING: F 288 1961
 LY1110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1110
 LY1110  HISTORY     - Date     Condition        Report By
 LY1110  HISTORY     - 1961     MONUMENTED       CGS
 LY1110
 LY1110                          STATION DESCRIPTION
 LY1110
 LY1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1110'1 MI S FROM GOULDSBORO.
 LY1110'1.0 MILE SOUTH ALONG THE DELAWARE LACKAWANNA AND WESTERN
 LY1110'RAILROAD FROM THE STATION IN GOULDSBORO, SET IN TOP AND IN THE
 LY1110'NORTH WEST CORNER OF A SQUARE SHAPED U FOUNDATION AT THE NORTH
 LY1110'END OF A LARGE WOODEN BUILDING (WHICH LOOKS LIKE A PLAINING
 LY1110'MILL), AT THE END WITH CHAIN RAMP TO PULL LOGS FROM LAKE, SET
 LY1110'1 1/2 FEET SOUTH EAST OF THE NORTH WEST CORNER OF THE FOUNDATION,
 LY1110'27 FEET NORTH OF THE NORTH SIDE OF THE BUILDING, 48 FEET WEST
 LY1110'OF THE WEST MOST RAIL, 17 RAILS SOUTH OF MILE POST 112, ABOUT
 LY1110'2 FEET ABOVE THE TRACKS, STANDARD BENCH MARK DISK DRILLED IN
 LY1110'HORIZONTAL, STAMPED F 288 1961.  NOTE-- IF THE ABOVE MENTIONED
 LY1110'FOUNDATION WAS A COMPLETE SQUARE, IT WOULD BE 6 FT SQUARE AND
 LY1110'3 FT HIGH.  NOTE-- ABOVE 0.25 MILE NORTH OF AN OLD SIGNAL
 LY1110'TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1775 ***********************************************************************
 JV1775  DESIGNATION -  F 289 PADH
 JV1775  PID         -  JV1775
 JV1775  STATE/COUNTY-  PA/YORK
 JV1775  USGS QUAD   -  GLEN ROCK (1984)
 JV1775
 JV1775                         *CURRENT SURVEY CONTROL
 JV1775  ___________________________________________________________________
 JV1775* NAD 83(1986)-  39 51 25.     (N)    076 41 29.     (W)     SCALED    
 JV1775* NAVD 88     -       184.336  (meters)     604.78   (feet)  ADJUSTED  
 JV1775  ___________________________________________________________________
 JV1775  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JV1775  DYNAMIC HT  -         184.241 (meters)     604.46  (feet)  COMP
 JV1775  MODELED GRAV-     980,108.2   (mgal)                       NAVD 88
 JV1775
 JV1775  VERT ORDER  -  SECOND    CLASS 0
 JV1775
 JV1775.The horizontal coordinates were scaled from a topographic map and have
 JV1775.an estimated accuracy of +/- 6 seconds.
 JV1775
 JV1775.The orthometric height was determined by differential leveling
 JV1775.and adjusted by the National Geodetic Survey in June 1991..
 JV1775
 JV1775.The geoid height was determined by GEOID03.
 JV1775
 JV1775.The dynamic height is computed by dividing the NAVD 88
 JV1775.geopotential number by the normal gravity value computed on the
 JV1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1775.degrees latitude (g = 980.6199 gals.).
 JV1775
 JV1775.The modeled gravity was interpolated from observed gravity values.
 JV1775
 JV1775;                    North         East    Units  Estimated Accuracy
 JV1775;SPC PA S     -    58,680.      690,590.      MT  (+/- 180 meters Scaled)
 JV1775
 JV1775                          SUPERSEDED SURVEY CONTROL
 JV1775
 JV1775  NGVD 29 (??/??/??)  184.566  (m)          605.53   (f) ADJUSTED    2 0
 JV1775
 JV1775.Superseded values are not recommended for survey control.
 JV1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1775.See file dsdata.txt to determine how the superseded data were derived.
 JV1775
 JV1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK553132(NAD 83)
 JV1775_MARKER: DD = SURVEY DISK
 JV1775_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1775_SP_SET: BRIDGE
 JV1775_STAMPING: F 289
 JV1775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1775
 JV1775  HISTORY     - Date     Condition        Report By
 JV1775  HISTORY     - UNK      MONUMENTED       PADH
 JV1775  HISTORY     - 1961     GOOD             CGS
 JV1775  HISTORY     - 1987     GOOD             USPSQD
 JV1775
 JV1775                          STATION DESCRIPTION
 JV1775
 JV1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JV1775'5.1 MI S FROM SPRY.
 JV1775'5.1 MILES SOUTH ALONG U.S. HIGHWAY 111, INTERSTATE HIGHWAY 83
 JV1775'FROM THE INTERCHANGE BRIDGE AT THE JUNCTION OF STATE HIGHWAY
 JV1775'74 ABOUT 1.0 MILE NORTH OF SPRY, 20.5 FEET EAST OF THE CENTERLINE
 JV1775'OF THE NORTH BOUND TRAFFIC LANE OF U.S. HIGHWAY 111 AND INTERSTATE
 JV1775'HIGHWAY 83 AND 2.5 FEET NORTH OF THE SOUTHEAST END OF THE
 JV1775'BRIDGE.  SET IN TOP OF THE 6-INCH WIDE BUMPER CURBING AT THE EAST
 JV1775'SIDE OF A 120.0 FOOT LONG CONCRETE BRIDGE OF U.S. HIGHWAY 111
 JV1775'AND INTERSTATE HIGHWAY 83 OVER A BLACKTOP ROAD AND IS ABOUT 1.0
 JV1775'FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SURFACE OF THE BRIDGE.
 JV1775
 JV1775                          STATION RECOVERY (1987)
 JV1775
 JV1775'RECOVERY NOTE BY US POWER SQUADRON 1987 (RED)
 JV1775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1375 ***********************************************************************
 LZ1375  DESIGNATION -  F 29
 LZ1375  PID         -  LZ1375
 LZ1375  STATE/COUNTY-  PA/POTTER
 LZ1375  USGS QUAD   -  CHERRY SPRINGS (1994)
 LZ1375
 LZ1375                         *CURRENT SURVEY CONTROL
 LZ1375  ___________________________________________________________________
 LZ1375* NAD 83(1986)-  41 39 35.     (N)    077 46 51.     (W)     SCALED    
 LZ1375* NAVD 88     -       673.572  (meters)    2209.88   (feet)  ADJUSTED  
 LZ1375  ___________________________________________________________________
 LZ1375  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 LZ1375  DYNAMIC HT  -         673.264 (meters)    2208.87  (feet)  COMP
 LZ1375  MODELED GRAV-     980,142.6   (mgal)                       NAVD 88
 LZ1375
 LZ1375  VERT ORDER  -  SECOND    CLASS 0
 LZ1375
 LZ1375.The horizontal coordinates were scaled from a topographic map and have
 LZ1375.an estimated accuracy of +/- 6 seconds.
 LZ1375
 LZ1375.The orthometric height was determined by differential leveling
 LZ1375.and adjusted by the National Geodetic Survey in June 1991..
 LZ1375
 LZ1375.The geoid height was determined by GEOID03.
 LZ1375
 LZ1375.The dynamic height is computed by dividing the NAVD 88
 LZ1375.geopotential number by the normal gravity value computed on the
 LZ1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1375.degrees latitude (g = 980.6199 gals.).
 LZ1375
 LZ1375.The modeled gravity was interpolated from observed gravity values.
 LZ1375
 LZ1375;                    North         East    Units  Estimated Accuracy
 LZ1375;SPC PA N     -   165,810.      597,430.      MT  (+/- 180 meters Scaled)
 LZ1375
 LZ1375                          SUPERSEDED SURVEY CONTROL
 LZ1375
 LZ1375  NGVD 29 (??/??/92)  673.695  (m)         2210.28   (f) ADJ UNCH    2 0
 LZ1375
 LZ1375.Superseded values are not recommended for survey control.
 LZ1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1375.See file dsdata.txt to determine how the superseded data were derived.
 LZ1375
 LZ1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM684157(NAD 83)
 LZ1375_MARKER: DB = BENCH MARK DISK
 LZ1375_SETTING: 66 = SET IN ROCK OUTCROP
 LZ1375_SP_SET: ROCK OUTCROP
 LZ1375_STAMPING: F 29 1934
 LZ1375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ1375+STABILITY: POSITION/ELEVATION WELL
 LZ1375
 LZ1375  HISTORY     - Date     Condition        Report By
 LZ1375  HISTORY     - 1934     MONUMENTED       CGS
 LZ1375
 LZ1375                          STATION DESCRIPTION
 LZ1375
 LZ1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1375'10.6 MI E FROM HULL.
 LZ1375'10.6 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 LZ1375'HULL, POTTER COUNTY, AT THE STATION AT CHERRY SPRINGS, ABOUT
 LZ1375'0.2 MILE WEST OF MILEPOST 131, AT A BRIDGE CARRYING STATE
 LZ1375'HIGHWAY 44 OVER THE RAILROAD, 8 FEET NORTH OF THE CENTER LINE
 LZ1375'OF THE TRACK, IN THE FACE OF A ROCK OUTCROP UNDER THE BRIDGE,
 LZ1375'AND 3 1/2 FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD
 LZ1375'DISK, STAMPED F 29 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0835 ***********************************************************************
 KW0835  DESIGNATION -  F 3
 KW0835  PID         -  KW0835
 KW0835  STATE/COUNTY-  PA/DAUPHIN
 KW0835  USGS QUAD   -  HERSHEY (1990)
 KW0835
 KW0835                         *CURRENT SURVEY CONTROL
 KW0835  ___________________________________________________________________
 KW0835* NAD 83(1986)-  40 16 01.     (N)    076 43 46.     (W)     SCALED    
 KW0835* NAVD 88     -       112.111  (meters)     367.82   (feet)  ADJUSTED  
 KW0835  ___________________________________________________________________
 KW0835  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 KW0835  DYNAMIC HT  -         112.054 (meters)     367.63  (feet)  COMP
 KW0835  MODELED GRAV-     980,116.5   (mgal)                       NAVD 88
 KW0835
 KW0835  VERT ORDER  -  FIRST     CLASS I
 KW0835
 KW0835.The horizontal coordinates were scaled from a topographic map and have
 KW0835.an estimated accuracy of +/- 6 seconds.
 KW0835
 KW0835.The orthometric height was determined by differential leveling
 KW0835.and adjusted by the National Geodetic Survey in June 1991..
 KW0835.WARNING-Repeat measurements at this control monument indicate possible
 KW0835.vertical movement.
 KW0835
 KW0835.The geoid height was determined by GEOID03.
 KW0835
 KW0835.The dynamic height is computed by dividing the NAVD 88
 KW0835.geopotential number by the normal gravity value computed on the
 KW0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0835.degrees latitude (g = 980.6199 gals.).
 KW0835
 KW0835.The modeled gravity was interpolated from observed gravity values.
 KW0835
 KW0835;                    North         East    Units  Estimated Accuracy
 KW0835;SPC PA S     -   104,170.      686,800.      MT  (+/- 180 meters Scaled)
 KW0835
 KW0835                          SUPERSEDED SURVEY CONTROL
 KW0835
 KW0835  NGVD 29 (??/??/??)  112.319  (m)          368.50   (f) ADJUSTED    1 1
 KW0835
 KW0835.Superseded values are not recommended for survey control.
 KW0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0835.See file dsdata.txt to determine how the superseded data were derived.
 KW0835
 KW0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK529588(NAD 83)
 KW0835_MARKER: DB = BENCH MARK DISK
 KW0835_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0835_SP_SET: BRIDGE
 KW0835_STAMPING: F 3 1929 368.543
 KW0835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW0835+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 KW0835
 KW0835  HISTORY     - Date     Condition        Report By
 KW0835  HISTORY     - 1929     MONUMENTED       CGS
 KW0835  HISTORY     - 1966     GOOD             CGS
 KW0835  HISTORY     - 19950601 GOOD             USPSQD
 KW0835  HISTORY     - 20050521 GOOD             GEOCAC
 KW0835
 KW0835                          STATION DESCRIPTION
 KW0835
 KW0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0835'0.9 MI W FROM HUMMELSTOWN.
 KW0835'ABOUT 0.9 MILE WEST ALONG THE READING COMPANY RAILROAD FROM THE
 KW0835'STATION AT HUMMELSTOWN, AT A CONCRETE BRIDGE OVER SWATRA CREEK,
 KW0835'ABOUT 0.2 MILE WEST OF A ROAD CROSSING, 7 RAILS EAST OF THE WEST
 KW0835'END OF THE BRIDGE, 247 FEET WEST OF FRACTIONAL MILEPOST 45-20,
 KW0835'162 1/2 FEET WEST OF THE EAST END OF THE BRIDGE, 18.8 FEET NORTH
 KW0835'OF THE NORTH RAIL OF THE NORTH TRACK, 2 FEET SOUTH OF THE NORTH
 KW0835'CONCRETE GUARD RAIL OF THE BRIDGE, ABOUT 1.0 FOOT ABOVE THE LEVEL
 KW0835'OF THE GROUND, ABOUT 1.0 FOOT ABOVE THE LEVEL OF THE TRACK, AND
 KW0835'SET IN THE TOP OF THE CONCRETE WALK OF THE BRIDGE.
 KW0835
 KW0835                          STATION RECOVERY (1995)
 KW0835
 KW0835'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW0835'RECOVERED IN GOOD CONDITION.
 KW0835
 KW0835                          STATION RECOVERY (2005)
 KW0835
 KW0835'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0758 ***********************************************************************
 LZ0758  DESIGNATION -  F 30
 LZ0758  PID         -  LZ0758
 LZ0758  STATE/COUNTY-  PA/TIOGA
 LZ0758  USGS QUAD   -  TIADAGHTON (1994)
 LZ0758
 LZ0758                         *CURRENT SURVEY CONTROL
 LZ0758  ___________________________________________________________________
 LZ0758* NAD 83(1986)-  41 42 59.     (N)    077 26 41.     (W)     SCALED    
 LZ0758* NAVD 88     -       345.107  (meters)    1132.24   (feet)  ADJUSTED  
 LZ0758  ___________________________________________________________________
 LZ0758  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 LZ0758  DYNAMIC HT  -         344.954 (meters)    1131.74  (feet)  COMP
 LZ0758  MODELED GRAV-     980,172.4   (mgal)                       NAVD 88
 LZ0758
 LZ0758  VERT ORDER  -  SECOND    CLASS 0
 LZ0758
 LZ0758.The horizontal coordinates were scaled from a topographic map and have
 LZ0758.an estimated accuracy of +/- 6 seconds.
 LZ0758
 LZ0758.The orthometric height was determined by differential leveling
 LZ0758.and adjusted by the National Geodetic Survey in June 1991..
 LZ0758
 LZ0758.The geoid height was determined by GEOID03.
 LZ0758
 LZ0758.The dynamic height is computed by dividing the NAVD 88
 LZ0758.geopotential number by the normal gravity value computed on the
 LZ0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0758.degrees latitude (g = 980.6199 gals.).
 LZ0758
 LZ0758.The modeled gravity was interpolated from observed gravity values.
 LZ0758
 LZ0758;                    North         East    Units  Estimated Accuracy
 LZ0758;SPC PA N     -   172,150.      625,400.      MT  (+/- 180 meters Scaled)
 LZ0758
 LZ0758                          SUPERSEDED SURVEY CONTROL
 LZ0758
 LZ0758  NGVD 29 (??/??/92)  345.237  (m)         1132.67   (f) ADJ UNCH    2 0
 LZ0758
 LZ0758.Superseded values are not recommended for survey control.
 LZ0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0758.See file dsdata.txt to determine how the superseded data were derived.
 LZ0758
 LZ0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM966211(NAD 83)
 LZ0758_MARKER: DB = BENCH MARK DISK
 LZ0758_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0758_SP_SET: BRIDGE
 LZ0758_STAMPING: F 30 1934
 LZ0758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0758
 LZ0758  HISTORY     - Date     Condition        Report By
 LZ0758  HISTORY     - 1934     MONUMENTED       CGS
 LZ0758  HISTORY     - 20060923 GOOD             GEOCAC
 LZ0758
 LZ0758                          STATION DESCRIPTION
 LZ0758
 LZ0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0758'6.2 MI N FROM TIADAGHTON.
 LZ0758'ABOUT 6.2 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD
 LZ0758'FROM TIADAGHTON, TIOGA COUNTY, ABOUT 1,600 FEET NORTH OF MILEPOST
 LZ0758'L 117, AT CONCRETE BRIDGE 127, IN THE TOP OF THE SOUTH END
 LZ0758'OF THE EAST HEAD WALL, 5 FEET EAST OF THE EAST RAIL, AND ABOUT 1
 LZ0758'FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 LZ0758'F 30 1934.
 LZ0758
 LZ0758                          STATION RECOVERY (2006)
 LZ0758
 LZ0758'RECOVERY NOTE BY GEOCACHING 2006 (KAG)
 LZ0758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1741 ***********************************************************************
 JU1741  DESIGNATION -  F 302
 JU1741  PID         -  JU1741
 JU1741  STATE/COUNTY-  PA/CHESTER
 JU1741  USGS QUAD   -  UNIONVILLE (1992)
 JU1741
 JU1741                         *CURRENT SURVEY CONTROL
 JU1741  ___________________________________________________________________
 JU1741* NAD 83(1986)-  39 58 05.     (N)    075 39 26.     (W)     SCALED    
 JU1741* NAVD 88     -        68.755  (meters)     225.57   (feet)  ADJUSTED  
 JU1741  ___________________________________________________________________
 JU1741  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 JU1741  DYNAMIC HT  -          68.722 (meters)     225.47  (feet)  COMP
 JU1741  MODELED GRAV-     980,144.4   (mgal)                       NAVD 88
 JU1741
 JU1741  VERT ORDER  -  SECOND    CLASS 0
 JU1741
 JU1741.The horizontal coordinates were scaled from a topographic map and have
 JU1741.an estimated accuracy of +/- 6 seconds.
 JU1741
 JU1741.The orthometric height was determined by differential leveling
 JU1741.and adjusted by the National Geodetic Survey in June 1991..
 JU1741
 JU1741.The geoid height was determined by GEOID03.
 JU1741
 JU1741.The dynamic height is computed by dividing the NAVD 88
 JU1741.geopotential number by the normal gravity value computed on the
 JU1741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1741.degrees latitude (g = 980.6199 gals.).
 JU1741
 JU1741.The modeled gravity was interpolated from observed gravity values.
 JU1741
 JU1741;                    North         East    Units  Estimated Accuracy
 JU1741;SPC PA S     -    72,600.      778,780.      MT  (+/- 180 meters Scaled)
 JU1741
 JU1741                          SUPERSEDED SURVEY CONTROL
 JU1741
 JU1741  NGVD 29 (??/??/??)   69.040  (m)          226.51   (f) ADJUSTED    2 0
 JU1741
 JU1741.Superseded values are not recommended for survey control.
 JU1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1741.See file dsdata.txt to determine how the superseded data were derived.
 JU1741
 JU1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK438244(NAD 83)
 JU1741_MARKER: DD = SURVEY DISK
 JU1741_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JU1741_SP_SET: BRIDGE WINGWALL
 JU1741_STAMPING: F 302 1966
 JU1741_MARK LOGO: PADH  
 JU1741_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU1741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1741
 JU1741  HISTORY     - Date     Condition        Report By
 JU1741  HISTORY     - 1966     MONUMENTED       PADH
 JU1741  HISTORY     - 1966     GOOD             CGS
 JU1741  HISTORY     - 1988     GOOD             USPSQD
 JU1741  HISTORY     - 19930623 GOOD             PADT
 JU1741
 JU1741                          STATION DESCRIPTION
 JU1741
 JU1741'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1741'2.4 MI NW FROM WEST CHESTER.
 JU1741'2.4 MILES NORTHWEST ALONG U.S. HIGHWAY 322 FROM THE JUNCTION
 JU1741'OF U.S. HIGHWAY 322 AND STATE HIGHWAY 162 AT THE WEST EDGE OF
 JU1741'WEST CHESTER, 250 FEET WEST OF FRANK ROAD, 260 FEET EAST OF CREEK
 JU1741'RD, 18.5 FEET NORTH OF THE CENTERLINE OF HIGHWAY, SET IN THE
 JU1741'TOP OF THE NORTHEAST WINGWALL OF A BRIDGE AND IS ABOUT LEVEL WITH
 JU1741'THE HIGHWAY.
 JU1741
 JU1741                          STATION RECOVERY (1988)
 JU1741
 JU1741'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDC)
 JU1741'RECOVERED IN GOOD CONDITION.
 JU1741
 JU1741                          STATION RECOVERY (1993)
 JU1741
 JU1741'RECOVERY NOTE BY PA DEPT OF TRANSP 1993
 JU1741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1729 ***********************************************************************
 JU1729  DESIGNATION -  F 303
 JU1729  PID         -  JU1729
 JU1729  STATE/COUNTY-  PA/CHESTER
 JU1729  USGS QUAD   -  PARKESBURG (1992)
 JU1729
 JU1729                         *CURRENT SURVEY CONTROL
 JU1729  ___________________________________________________________________
 JU1729* NAD 83(1986)-  39 55 03.     (N)    075 54 44.     (W)     SCALED    
 JU1729* NAVD 88     -       182.914  (meters)     600.11   (feet)  ADJUSTED  
 JU1729  ___________________________________________________________________
 JU1729  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JU1729  DYNAMIC HT  -         182.821 (meters)     599.81  (feet)  COMP
 JU1729  MODELED GRAV-     980,115.4   (mgal)                       NAVD 88
 JU1729
 JU1729  VERT ORDER  -  SECOND    CLASS 0
 JU1729
 JU1729.The horizontal coordinates were scaled from a topographic map and have
 JU1729.an estimated accuracy of +/- 6 seconds.
 JU1729
 JU1729.The orthometric height was determined by differential leveling
 JU1729.and adjusted by the National Geodetic Survey in June 1991..
 JU1729
 JU1729.The geoid height was determined by GEOID03.
 JU1729
 JU1729.The dynamic height is computed by dividing the NAVD 88
 JU1729.geopotential number by the normal gravity value computed on the
 JU1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1729.degrees latitude (g = 980.6199 gals.).
 JU1729
 JU1729.The modeled gravity was interpolated from observed gravity values.
 JU1729
 JU1729;                    North         East    Units  Estimated Accuracy
 JU1729;SPC PA S     -    66,500.      757,110.      MT  (+/- 180 meters Scaled)
 JU1729
 JU1729                          SUPERSEDED SURVEY CONTROL
 JU1729
 JU1729  NGVD 29 (??/??/??)  183.200  (m)          601.05   (f) ADJUSTED    2 0
 JU1729
 JU1729.Superseded values are not recommended for survey control.
 JU1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1729.See file dsdata.txt to determine how the superseded data were derived.
 JU1729
 JU1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK220189(NAD 83)
 JU1729_MARKER: DB = BENCH MARK DISK
 JU1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1729_STAMPING: F 303 1966
 JU1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1729+STABILITY: SURFACE MOTION
 JU1729
 JU1729  HISTORY     - Date     Condition        Report By
 JU1729  HISTORY     - 1966     MONUMENTED       CGS
 JU1729
 JU1729                          STATION DESCRIPTION
 JU1729
 JU1729'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1729'2.1 MI N FROM COCHRANVILLE.
 JU1729'2.1 MILES NORTH ALONG STATE HIGHWAY 10 FROM THE POST OFFICE
 JU1729'IN COCHRANVILLE, 3.2 MILES SOUTH OF PARKESBURG, 291 FEET EAST
 JU1729'OF THE CENTERLINE OF HIGHWAY, 150 FEET NORTHEAST OF THE
 JU1729'NORTHEAST CORNER OF A ROCK HOUSE, 34 FEET NORTH AND ACROSS A
 JU1729'BLACKTOP ROAD FROM TELEPHONE POLE NO. 2, 14 FEET NORTH OF THE
 JU1729'APPROXIMATE CENTER OF A BLACKTOP ROAD, 3.0 FEET SOUTH OF POWER
 JU1729'LINE POLE NO. 2470, 1.0 FOOT SOUTH OF A WIRE FENCE, 2.0 FEET
 JU1729'SOUTHWEST OF A METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE
 JU1729'POST PROJECTING 2-INCHES AND IS ABOUT 3 FEET ABOVE THE LEVEL
 JU1729'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0770 ***********************************************************************
 KW0770  DESIGNATION -  F 304 PADH
 KW0770  PID         -  KW0770
 KW0770  STATE/COUNTY-  PA/LANCASTER
 KW0770  USGS QUAD   -  LEOLA (1992)
 KW0770
 KW0770                         *CURRENT SURVEY CONTROL
 KW0770  ___________________________________________________________________
 KW0770* NAD 83(1986)-  40 00 52.     (N)    076 09 10.     (W)     SCALED    
 KW0770* NAVD 88     -       105.642  (meters)     346.59   (feet)  ADJUSTED  
 KW0770  ___________________________________________________________________
 KW0770  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KW0770  DYNAMIC HT  -         105.588 (meters)     346.42  (feet)  COMP
 KW0770  MODELED GRAV-     980,106.6   (mgal)                       NAVD 88
 KW0770
 KW0770  VERT ORDER  -  SECOND    CLASS 0
 KW0770
 KW0770.The horizontal coordinates were scaled from a topographic map and have
 KW0770.an estimated accuracy of +/- 6 seconds.
 KW0770
 KW0770.The orthometric height was determined by differential leveling
 KW0770.and adjusted by the National Geodetic Survey in June 1991..
 KW0770
 KW0770.The geoid height was determined by GEOID03.
 KW0770
 KW0770.The dynamic height is computed by dividing the NAVD 88
 KW0770.geopotential number by the normal gravity value computed on the
 KW0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0770.degrees latitude (g = 980.6199 gals.).
 KW0770
 KW0770.The modeled gravity was interpolated from observed gravity values.
 KW0770
 KW0770;                    North         East    Units  Estimated Accuracy
 KW0770;SPC PA S     -    76,860.      736,360.      MT  (+/- 180 meters Scaled)
 KW0770
 KW0770                          SUPERSEDED SURVEY CONTROL
 KW0770
 KW0770  NGVD 29 (??/??/??)  105.914  (m)          347.49   (f) ADJUSTED    2 0
 KW0770
 KW0770.Superseded values are not recommended for survey control.
 KW0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0770.See file dsdata.txt to determine how the superseded data were derived.
 KW0770
 KW0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK016299(NAD 83)
 KW0770_MARKER: DD = SURVEY DISK
 KW0770_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0770_SP_SET: BRIDGE
 KW0770_STAMPING: F 304 1966
 KW0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0770
 KW0770  HISTORY     - Date     Condition        Report By
 KW0770  HISTORY     - 1966     MONUMENTED       PADH
 KW0770  HISTORY     - 1966     GOOD             CGS
 KW0770  HISTORY     - 20050905 GOOD             GEOCAC
 KW0770
 KW0770                          STATION DESCRIPTION
 KW0770
 KW0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0770'0.2 MI E FROM SOUNDERSBURG.
 KW0770'ABOUT 0.2 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE
 KW0770'IN SOUNDERSBURG, 1.3 MILES WEST OF PARADISE, 32 FEET NORTH OF
 KW0770'THE CENTERLINE OF HIGHWAY, SET IN THE TOP OF THE NORTHWEST
 KW0770'WINGWALL OF A BRIDGE AND IS ABOUT LEVEL WITH THE HIGHWAY.
 KW0770
 KW0770                          STATION RECOVERY (2005)
 KW0770
 KW0770'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0770'N 40 00 52.6 W 076 09 09.2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0793 ***********************************************************************
 KW0793  DESIGNATION -  F 305 PADH
 KW0793  PID         -  KW0793
 KW0793  STATE/COUNTY-  PA/LANCASTER
 KW0793  USGS QUAD   -  LANCASTER (1995)
 KW0793
 KW0793                         *CURRENT SURVEY CONTROL
 KW0793  ___________________________________________________________________
 KW0793* NAD 83(1986)-  40 03 38.     (N)    076 21 35.     (W)     SCALED    
 KW0793* NAVD 88     -       108.827  (meters)     357.04   (feet)  ADJUSTED  
 KW0793  ___________________________________________________________________
 KW0793  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 KW0793  DYNAMIC HT  -         108.771 (meters)     356.86  (feet)  COMP
 KW0793  MODELED GRAV-     980,109.0   (mgal)                       NAVD 88
 KW0793
 KW0793  VERT ORDER  -  SECOND    CLASS 0
 KW0793
 KW0793.The horizontal coordinates were scaled from a topographic map and have
 KW0793.an estimated accuracy of +/- 6 seconds.
 KW0793
 KW0793.The orthometric height was determined by differential leveling
 KW0793.and adjusted by the National Geodetic Survey in June 1991..
 KW0793
 KW0793.The geoid height was determined by GEOID03.
 KW0793
 KW0793.The dynamic height is computed by dividing the NAVD 88
 KW0793.geopotential number by the normal gravity value computed on the
 KW0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0793.degrees latitude (g = 980.6199 gals.).
 KW0793
 KW0793.The modeled gravity was interpolated from observed gravity values.
 KW0793
 KW0793;                    North         East    Units  Estimated Accuracy
 KW0793;SPC PA S     -    81,680.      718,610.      MT  (+/- 180 meters Scaled)
 KW0793
 KW0793                          SUPERSEDED SURVEY CONTROL
 KW0793
 KW0793  NGVD 29 (??/??/??)  109.085  (m)          357.89   (f) ADJUSTED    2 0
 KW0793
 KW0793.Superseded values are not recommended for survey control.
 KW0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0793.See file dsdata.txt to determine how the superseded data were derived.
 KW0793
 KW0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK840353(NAD 83)
 KW0793_MARKER: DD = SURVEY DISK
 KW0793_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0793_SP_SET: OVERPASS CURBING
 KW0793_STAMPING: F 305 1966
 KW0793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0793
 KW0793  HISTORY     - Date     Condition        Report By
 KW0793  HISTORY     - 1966     MONUMENTED       PADH
 KW0793  HISTORY     - 1966     GOOD             CGS
 KW0793  HISTORY     - 1975     GOOD             PADT
 KW0793  HISTORY     - 19950408 GOOD             USPSQD
 KW0793  HISTORY     - 20040327 MARK NOT FOUND   PADT
 KW0793
 KW0793                          STATION DESCRIPTION
 KW0793
 KW0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0793'9.8 MI E FROM COLUMBIA.
 KW0793'ABOUT 2.9 MILES EAST ALONG U.S. HIGHWAY 30 FROM ITS JUNCTION WITH
 KW0793'STATE HIGHWAYS 441, 241, IN COLUMBIA, TO THE JUNCTION OF U.S.
 KW0793'HIGHWAY 30, BY-PASS, THENCE, NORTHEAST ALONG BY-PASS FOR 6.9
 KW0793'MILES, SET IN THE TOP OF THE SOUTH END OF EAST CURBING OF A
 KW0793'OVERPASS OVER THE BY-PASS, 20 FEET EAST OF THE CENTERLINE OF
 KW0793'THE ROAD, 9.0 FEET NORTH OF THE SOUTH END, 2.1 MILES WEST OF THE
 KW0793'JUNCTION OF BY-PASS AND STATE HIGHWAY 230, AND IS ABOUT 1 FOOT
 KW0793'ABOVE THE LEVEL OF THE ROAD.
 KW0793
 KW0793                          STATION RECOVERY (1975)
 KW0793
 KW0793'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 KW0793'MILEAGE ALONG BY-PASS IS INCORRECT IN DESCRIPTION CORRECT MILEAGE IS
 KW0793'5.9 MILES NOT 6.9 AS STATED.
 KW0793
 KW0793                          STATION RECOVERY (1995)
 KW0793
 KW0793'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW0793'RECOVERED IN GOOD CONDITION.
 KW0793
 KW0793                          STATION RECOVERY (2004)
 KW0793
 KW0793'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (SMM)
 KW0793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2113 ***********************************************************************
 JV2113  DESIGNATION -  F 306
 JV2113  PID         -  JV2113
 JV2113  STATE/COUNTY-  PA/ADAMS
 JV2113  USGS QUAD   -  BIGLERVILLE (1990)
 JV2113
 JV2113                         *CURRENT SURVEY CONTROL
 JV2113  ___________________________________________________________________
 JV2113* NAD 83(1986)-  39 58 39.     (N)    077 07 45.     (W)     SCALED    
 JV2113* NAVD 88     -       172.519  (meters)     566.01   (feet)  ADJUSTED  
 JV2113  ___________________________________________________________________
 JV2113  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 JV2113  DYNAMIC HT  -         172.427 (meters)     565.70  (feet)  COMP
 JV2113  MODELED GRAV-     980,089.9   (mgal)                       NAVD 88
 JV2113
 JV2113  VERT ORDER  -  SECOND    CLASS 0
 JV2113
 JV2113.The horizontal coordinates were scaled from a topographic map and have
 JV2113.an estimated accuracy of +/- 6 seconds.
 JV2113
 JV2113.The orthometric height was determined by differential leveling
 JV2113.and adjusted by the National Geodetic Survey in June 1991..
 JV2113
 JV2113.The geoid height was determined by GEOID03.
 JV2113
 JV2113.The dynamic height is computed by dividing the NAVD 88
 JV2113.geopotential number by the normal gravity value computed on the
 JV2113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2113.degrees latitude (g = 980.6199 gals.).
 JV2113
 JV2113.The modeled gravity was interpolated from observed gravity values.
 JV2113
 JV2113;                    North         East    Units  Estimated Accuracy
 JV2113;SPC PA S     -    71,710.      653,030.      MT  (+/- 180 meters Scaled)
 JV2113
 JV2113                          SUPERSEDED SURVEY CONTROL
 JV2113
 JV2113  NGVD 29 (??/??/??)  172.718  (m)          566.66   (f) ADJUSTED    2 0
 JV2113
 JV2113.Superseded values are not recommended for survey control.
 JV2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2113.See file dsdata.txt to determine how the superseded data were derived.
 JV2113
 JV2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK181274(NAD 83)
 JV2113_MARKER: DB = BENCH MARK DISK
 JV2113_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV2113_SP_SET: BRIDGE
 JV2113_STAMPING: F 306 1966
 JV2113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV2113
 JV2113  HISTORY     - Date     Condition        Report By
 JV2113  HISTORY     - 1966     MONUMENTED       CGS
 JV2113  HISTORY     - 20050430 MARK NOT FOUND   GEOCAC
 JV2113
 JV2113                          STATION DESCRIPTION
 JV2113
 JV2113'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JV2113'2.1 MI SW FROM YORK SPRINGS.
 JV2113'ABOUT 2.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 15 FROM ITS JUNCTION
 JV2113'WITH STATE HIGHWAY 94 AT THE EAST EDGE OF YORK SPRINGS, 2.2
 JV2113'MILES NORTHEAST OF HEIDLERSBURG, 14.0 FEET WEST OF THE CENTERLINE
 JV2113'OF HIGHWAY, SET IN THE TOP OF THE NORTHWEST WINGWALL OF A BRIDGE
 JV2113'OVER BERMUDIAN CREEK AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE
 JV2113'HIGHWAY.
 JV2113
 JV2113                          STATION RECOVERY (2005)
 JV2113
 JV2113'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 JV2113'WINGWALL HAS BEEN REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1439 ***********************************************************************
 KW1439  DESIGNATION -  F 307
 KW1439  PID         -  KW1439
 KW1439  STATE/COUNTY-  PA/SNYDER
 KW1439  USGS QUAD   -  PILLOW (1975)
 KW1439
 KW1439                         *CURRENT SURVEY CONTROL
 KW1439  ___________________________________________________________________
 KW1439* NAD 83(1986)-  40 43 27.     (N)    076 51 25.     (W)     SCALED    
 KW1439* NAVD 88     -       130.284  (meters)     427.44   (feet)  ADJUSTED  
 KW1439  ___________________________________________________________________
 KW1439  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 KW1439  DYNAMIC HT  -         130.225 (meters)     427.25  (feet)  COMP
 KW1439  MODELED GRAV-     980,166.0   (mgal)                       NAVD 88
 KW1439
 KW1439  VERT ORDER  -  FIRST     CLASS II
 KW1439
 KW1439.The horizontal coordinates were scaled from a topographic map and have
 KW1439.an estimated accuracy of +/- 6 seconds.
 KW1439
 KW1439.The orthometric height was determined by differential leveling
 KW1439.and adjusted by the National Geodetic Survey in June 1991..
 KW1439
 KW1439.The geoid height was determined by GEOID03.
 KW1439
 KW1439.The dynamic height is computed by dividing the NAVD 88
 KW1439.geopotential number by the normal gravity value computed on the
 KW1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1439.degrees latitude (g = 980.6199 gals.).
 KW1439
 KW1439.The modeled gravity was interpolated from observed gravity values.
 KW1439
 KW1439;                    North         East    Units  Estimated Accuracy
 KW1439;SPC PA S     -   154,820.      675,450.      MT  (+/- 180 meters Scaled)
 KW1439
 KW1439                          SUPERSEDED SURVEY CONTROL
 KW1439
 KW1439  NGVD 29 (??/??/??)  130.513  (m)          428.19   (f) ADJUSTED    1 2
 KW1439
 KW1439.Superseded values are not recommended for survey control.
 KW1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1439.See file dsdata.txt to determine how the superseded data were derived.
 KW1439
 KW1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL431097(NAD 83)
 KW1439_MARKER: DB = BENCH MARK DISK
 KW1439_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1439_SP_SET: CULVERT
 KW1439_STAMPING: F 307 1966
 KW1439_MARK LOGO: CGS   
 KW1439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1439
 KW1439  HISTORY     - Date     Condition        Report By
 KW1439  HISTORY     - 1966     MONUMENTED       CGS
 KW1439  HISTORY     - 1983     GOOD             NGS
 KW1439  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW1439
 KW1439                          STATION DESCRIPTION
 KW1439
 KW1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1439'5.3 MI S FROM SELINSGROVE.
 KW1439'5.3 MILES SOUTH ALONG U.S. HIGHWAYS 11 AND 15 FROM THE POST
 KW1439'OFFICE IN SELINSGROVE, 38 FEET WEST OF THE APPROXIMATE CENTER
 KW1439'OF HIGHWAY, 45 FEET NORTH OF THE APPROXIMATE CENTER OF A DRIVEWAY,
 KW1439'26 FEET SOUTH OF THE APPROXIMATE CENTER OF A DRIVEWAY, SET IN
 KW1439'THE TOP OF THE APPROXIMATE CENTER OF THE WEST HEADWALL OF A
 KW1439'LARGE CULVERT AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 KW1439
 KW1439                          STATION RECOVERY (1983)
 KW1439
 KW1439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KW1439'RECOVERED IN GOOD CONDITION.
 KW1439
 KW1439                          STATION RECOVERY (1989)
 KW1439
 KW1439'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1841 ***********************************************************************
 KW1841  DESIGNATION -  F 308 PADH
 KW1841  PID         -  KW1841
 KW1841  STATE/COUNTY-  PA/PERRY
 KW1841  USGS QUAD   -  DUNCANNON (1984)
 KW1841
 KW1841                         *CURRENT SURVEY CONTROL
 KW1841  ___________________________________________________________________
 KW1841* NAD 83(1986)-  40 25 36.     (N)    077 00 38.     (W)     SCALED    
 KW1841* NAVD 88     -       115.528  (meters)     379.03   (feet)  ADJUSTED  
 KW1841  ___________________________________________________________________
 KW1841  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KW1841  DYNAMIC HT  -         115.472 (meters)     378.84  (feet)  COMP
 KW1841  MODELED GRAV-     980,139.8   (mgal)                       NAVD 88
 KW1841
 KW1841  VERT ORDER  -  SECOND    CLASS 0
 KW1841
 KW1841.The horizontal coordinates were scaled from a topographic map and have
 KW1841.an estimated accuracy of +/- 6 seconds.
 KW1841
 KW1841.The orthometric height was determined by differential leveling
 KW1841.and adjusted by the National Geodetic Survey in June 1991..
 KW1841
 KW1841.The geoid height was determined by GEOID03.
 KW1841
 KW1841.The dynamic height is computed by dividing the NAVD 88
 KW1841.geopotential number by the normal gravity value computed on the
 KW1841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1841.degrees latitude (g = 980.6199 gals.).
 KW1841
 KW1841.The modeled gravity was interpolated from observed gravity values.
 KW1841
 KW1841;                    North         East    Units  Estimated Accuracy
 KW1841;SPC PA S     -   121,660.      662,750.      MT  (+/- 180 meters Scaled)
 KW1841
 KW1841                          SUPERSEDED SURVEY CONTROL
 KW1841
 KW1841  NGVD 29 (??/??/??)  115.765  (m)          379.81   (f) ADJUSTED    2 0
 KW1841
 KW1841.Superseded values are not recommended for survey control.
 KW1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1841.See file dsdata.txt to determine how the superseded data were derived.
 KW1841
 KW1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK294770(NAD 83)
 KW1841_MARKER: DD = SURVEY DISK
 KW1841_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1841_SP_SET: BRIDGE
 KW1841_STAMPING: F 308 1966
 KW1841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1841
 KW1841  HISTORY     - Date     Condition        Report By
 KW1841  HISTORY     - 1966     MONUMENTED       PADH
 KW1841  HISTORY     - 1966     GOOD             CGS
 KW1841  HISTORY     - 1977     GOOD             NGS
 KW1841
 KW1841                          STATION DESCRIPTION
 KW1841
 KW1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1841'0.3 MI NW FROM AMITY HALL.
 KW1841'ABOUT 0.3 MILE NORTHWEST ALONG U.S. HIGHWAY 22 AND 322 FROM ITS
 KW1841'JUNCTION WITH U.S. HIGHWAY 11 AND 15 IN AMITY HALL, 24 FEET EAST
 KW1841'OF THE CENTERLINE OF THE WEST BOUND LANE OF HIGHWAY, 0.2 FOOT
 KW1841'NORTH OF THE SOUTH END OF BRIDGE BANNISTER, SET IN THE TOP OF THE
 KW1841'EAST BANNISTER OF A BRIDGE AND IS ABOUT 3 FEET ABOVE THE LEVEL
 KW1841'OF THE HIGHWAY.
 KW1841
 KW1841                          STATION RECOVERY (1977)
 KW1841
 KW1841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KW1841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1744 ***********************************************************************
 KW1744  DESIGNATION -  F 309
 KW1744  PID         -  KW1744
 KW1744  STATE/COUNTY-  PA/JUNIATA
 KW1744  USGS QUAD   -  MILLERSTOWN (1978)
 KW1744
 KW1744                         *CURRENT SURVEY CONTROL
 KW1744  ___________________________________________________________________
 KW1744* NAD 83(1986)-  40 33 45.     (N)    077 14 49.     (W)     SCALED    
 KW1744* NAVD 88     -       152.717  (meters)     501.04   (feet)  ADJUSTED  
 KW1744  ___________________________________________________________________
 KW1744  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KW1744  DYNAMIC HT  -         152.645 (meters)     500.80  (feet)  COMP
 KW1744  MODELED GRAV-     980,151.2   (mgal)                       NAVD 88
 KW1744
 KW1744  VERT ORDER  -  SECOND    CLASS 0
 KW1744
 KW1744.The horizontal coordinates were scaled from a topographic map and have
 KW1744.an estimated accuracy of +/- 6 seconds.
 KW1744
 KW1744.The orthometric height was determined by differential leveling
 KW1744.and adjusted by the National Geodetic Survey in June 1991..
 KW1744
 KW1744.The geoid height was determined by GEOID03.
 KW1744
 KW1744.The dynamic height is computed by dividing the NAVD 88
 KW1744.geopotential number by the normal gravity value computed on the
 KW1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1744.degrees latitude (g = 980.6199 gals.).
 KW1744
 KW1744.The modeled gravity was interpolated from observed gravity values.
 KW1744
 KW1744;                    North         East    Units  Estimated Accuracy
 KW1744;SPC PA S     -   136,600.      642,600.      MT  (+/- 180 meters Scaled)
 KW1744
 KW1744                          SUPERSEDED SURVEY CONTROL
 KW1744
 KW1744  NGVD 29 (??/??/??)  152.935  (m)          501.75   (f) ADJUSTED    2 0
 KW1744
 KW1744.Superseded values are not recommended for survey control.
 KW1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1744.See file dsdata.txt to determine how the superseded data were derived.
 KW1744
 KW1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK097926(NAD 83)
 KW1744_MARKER: DB = BENCH MARK DISK
 KW1744_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1744_SP_SET: CULVERT
 KW1744_STAMPING: F 309 1966
 KW1744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1744
 KW1744  HISTORY     - Date     Condition        Report By
 KW1744  HISTORY     - 1966     MONUMENTED       CGS
 KW1744  HISTORY     - 1968     GOOD             CGS
 KW1744
 KW1744                          STATION DESCRIPTION
 KW1744
 KW1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1744'0.7 MI NW FROM THOMPSONTOWN.
 KW1744'0.7 MILE NORTHWEST ALONG U.S. HIGHWAY 22 AND 322 FROM THE
 KW1744'BRIDGE OVER DELAWARE CREEK IN THOMPSONTOWN, SET IN THE TOP OF
 KW1744'THE APPROXIMATE CENTER OF THE NORTH HEADWALL OF A CONCRETE
 KW1744'CULVERT, 100 FEET SOUTHEAST OF THE ENTRANCE TO THE PENNA. POWER
 KW1744'SUBSTATION, 85 FEET WEST OF POLE NO 79304, 16 FEET NORTH OF THE
 KW1744'CENTERLINE OF HIGHWAY AND IS ABOUT LEVEL WITH THE HIGHWAY.
 KW1744
 KW1744                          STATION RECOVERY (1968)
 KW1744
 KW1744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 KW1744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0714 ***********************************************************************
 LZ0714  DESIGNATION -  F 31
 LZ0714  PID         -  LZ0714
 LZ0714  STATE/COUNTY-  PA/TIOGA
 LZ0714  USGS QUAD   -  JACKSON SUMMIT (1986)
 LZ0714
 LZ0714                         *CURRENT SURVEY CONTROL
 LZ0714  ___________________________________________________________________
 LZ0714* NAD 83(1986)-  41 56 14.     (N)    077 02 58.     (W)     SCALED    
 LZ0714* NAVD 88     -       425.517  (meters)    1396.05   (feet)  ADJUSTED  
 LZ0714  ___________________________________________________________________
 LZ0714  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 LZ0714  DYNAMIC HT  -         425.351 (meters)    1395.51  (feet)  COMP
 LZ0714  MODELED GRAV-     980,218.7   (mgal)                       NAVD 88
 LZ0714
 LZ0714  VERT ORDER  -  SECOND    CLASS 0
 LZ0714
 LZ0714.The horizontal coordinates were scaled from a topographic map and have
 LZ0714.an estimated accuracy of +/- 6 seconds.
 LZ0714
 LZ0714.The orthometric height was determined by differential leveling
 LZ0714.and adjusted by the National Geodetic Survey in June 1991..
 LZ0714
 LZ0714.The geoid height was determined by GEOID03.
 LZ0714
 LZ0714.The dynamic height is computed by dividing the NAVD 88
 LZ0714.geopotential number by the normal gravity value computed on the
 LZ0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0714.degrees latitude (g = 980.6199 gals.).
 LZ0714
 LZ0714.The modeled gravity was interpolated from observed gravity values.
 LZ0714
 LZ0714;                    North         East    Units  Estimated Accuracy
 LZ0714;SPC PA N     -   196,870.      658,100.      MT  (+/- 180 meters Scaled)
 LZ0714
 LZ0714                          SUPERSEDED SURVEY CONTROL
 LZ0714
 LZ0714  NGVD 29 (??/??/92)  425.662  (m)         1396.53   (f) ADJ UNCH    2 0
 LZ0714
 LZ0714.Superseded values are not recommended for survey control.
 LZ0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0714.See file dsdata.txt to determine how the superseded data were derived.
 LZ0714
 LZ0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM300448(NAD 83)
 LZ0714_MARKER: DB = BENCH MARK DISK
 LZ0714_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0714_SP_SET: BRIDGE
 LZ0714_STAMPING: F 31 1934
 LZ0714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0714
 LZ0714  HISTORY     - Date     Condition        Report By
 LZ0714  HISTORY     - 1934     MONUMENTED       CGS
 LZ0714
 LZ0714                          STATION DESCRIPTION
 LZ0714
 LZ0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0714'3.6 MI E FROM TIOGA JUNCTION.
 LZ0714'3.6 MILES EAST ALONG THE ERIE RAILROAD FROM TIOGA JUNCTION,
 LZ0714'TIOGA COUNTY, ABOUT 1,200 FEET WEST OF MILEPOST 19, AT 12-FOOT
 LZ0714'CONCRETE BRIDGE 19.26, IN THE CENTER OF THE TOP OF THE NORTH
 LZ0714'HEAD WALL, 4 FEET NORTH OF THE NORTH RAIL, AND 1 FOOT LOWER
 LZ0714'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED F 31 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1773 ***********************************************************************
 KW1773  DESIGNATION -  F 310
 KW1773  PID         -  KW1773
 KW1773  STATE/COUNTY-  PA/MIFFLIN
 KW1773  USGS QUAD   -  ALFARATA (1978)
 KW1773
 KW1773                         *CURRENT SURVEY CONTROL
 KW1773  ___________________________________________________________________
 KW1773* NAD 83(1986)-  40 40 30.     (N)    077 25 09.     (W)     SCALED    
 KW1773* NAVD 88     -       180.808  (meters)     593.20   (feet)  ADJUSTED  
 KW1773  ___________________________________________________________________
 KW1773  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KW1773  DYNAMIC HT  -         180.722 (meters)     592.92  (feet)  COMP
 KW1773  MODELED GRAV-     980,143.0   (mgal)                       NAVD 88
 KW1773
 KW1773  VERT ORDER  -  SECOND    CLASS 0
 KW1773
 KW1773.The horizontal coordinates were scaled from a topographic map and have
 KW1773.an estimated accuracy of +/- 6 seconds.
 KW1773
 KW1773.The orthometric height was determined by differential leveling
 KW1773.and adjusted by the National Geodetic Survey in June 1991..
 KW1773
 KW1773.The geoid height was determined by GEOID03.
 KW1773
 KW1773.The dynamic height is computed by dividing the NAVD 88
 KW1773.geopotential number by the normal gravity value computed on the
 KW1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1773.degrees latitude (g = 980.6199 gals.).
 KW1773
 KW1773.The modeled gravity was interpolated from observed gravity values.
 KW1773
 KW1773;                    North         East    Units  Estimated Accuracy
 KW1773;SPC PA S     -   149,030.      627,970.      MT  (+/- 180 meters Scaled)
 KW1773
 KW1773                          SUPERSEDED SURVEY CONTROL
 KW1773
 KW1773  NGVD 29 (??/??/??)  181.021  (m)          593.90   (f) ADJUSTED    2 0
 KW1773
 KW1773.Superseded values are not recommended for survey control.
 KW1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1773.See file dsdata.txt to determine how the superseded data were derived.
 KW1773
 KW1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL955054(NAD 83)
 KW1773_MARKER: DB = BENCH MARK DISK
 KW1773_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1773_SP_SET: BRIDGE
 KW1773_STAMPING: F 310 1966
 KW1773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1773
 KW1773  HISTORY     - Date     Condition        Report By
 KW1773  HISTORY     - 1966     MONUMENTED       CGS
 KW1773
 KW1773                          STATION DESCRIPTION
 KW1773
 KW1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1773'6.1 MI SW FROM MC CLURE.
 KW1773'6.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 522 FROM ITS JUNCTION
 KW1773'WITH MAIN STREET IN MC CLURE, 100 FEET WEST OF THE JUNCTION
 KW1773'OF HIGHWAY AND SHINDLE ROAD, 31 FEET NORTH OF THE CENTERLINE
 KW1773'OF HIGHWAY, SET IN THE TOP OF THE NORTHEAST WINGWALL OF A 15 FOOT
 KW1773'BRIDGE AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2260 ***********************************************************************
 KW2260  DESIGNATION -  F 311 PADH
 KW2260  PID         -  KW2260
 KW2260  STATE/COUNTY-  PA/MIFFLIN
 KW2260  USGS QUAD   -  NEWTON HAMILTON (1971)
 KW2260
 KW2260                         *CURRENT SURVEY CONTROL
 KW2260  ___________________________________________________________________
 KW2260* NAD 83(1986)-  40 27 15.     (N)    077 49 17.     (W)     SCALED    
 KW2260* NAVD 88     -       227.333  (meters)     745.84   (feet)  ADJUSTED  
 KW2260  ___________________________________________________________________
 KW2260  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KW2260  DYNAMIC HT  -         227.217 (meters)     745.46  (feet)  COMP
 KW2260  MODELED GRAV-     980,108.5   (mgal)                       NAVD 88
 KW2260
 KW2260  VERT ORDER  -  SECOND    CLASS 0
 KW2260
 KW2260.The horizontal coordinates were scaled from a topographic map and have
 KW2260.an estimated accuracy of +/- 6 seconds.
 KW2260
 KW2260.The orthometric height was determined by differential leveling
 KW2260.and adjusted by the National Geodetic Survey in June 1991..
 KW2260
 KW2260.The geoid height was determined by GEOID03.
 KW2260
 KW2260.The dynamic height is computed by dividing the NAVD 88
 KW2260.geopotential number by the normal gravity value computed on the
 KW2260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2260.degrees latitude (g = 980.6199 gals.).
 KW2260
 KW2260.The modeled gravity was interpolated from observed gravity values.
 KW2260
 KW2260;                    North         East    Units  Estimated Accuracy
 KW2260;SPC PA S     -   124,450.      593,950.      MT  (+/- 180 meters Scaled)
 KW2260
 KW2260                          SUPERSEDED SURVEY CONTROL
 KW2260
 KW2260  NGVD 29 (??/??/??)  227.532  (m)          746.49   (f) ADJUSTED    2 0
 KW2260
 KW2260.Superseded values are not recommended for survey control.
 KW2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2260.See file dsdata.txt to determine how the superseded data were derived.
 KW2260
 KW2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK607819(NAD 83)
 KW2260_MARKER: DD = SURVEY DISK
 KW2260_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2260_SP_SET: BRIDGE
 KW2260_STAMPING: F 311 1966
 KW2260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2260
 KW2260  HISTORY     - Date     Condition        Report By
 KW2260  HISTORY     - 1966     MONUMENTED       PADH
 KW2260  HISTORY     - 1967     GOOD             CGS
 KW2260
 KW2260                          STATION DESCRIPTION
 KW2260
 KW2260'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KW2260'5.6 MI SW FROM MC VEYTOWN.
 KW2260'5.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 22 AND 522 FROM THE POST
 KW2260'OFFICE IN MC VEYTOWN, 5.7 MILES NORTHEAST OF MT. UNION, SET
 KW2260'IN THE TOP OF THE SOUTHWEST WINGWALL OF A BRIDGE, 22 FEET
 KW2260'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND IS ABOUT 1 FOOT
 KW2260'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0359 ***********************************************************************
 KX0359  DESIGNATION -  F 312
 KX0359  PID         -  KX0359
 KX0359  STATE/COUNTY-  PA/BLAIR
 KX0359  USGS QUAD   -  FRANKSTOWN (1994)
 KX0359
 KX0359                         *CURRENT SURVEY CONTROL
 KX0359  ___________________________________________________________________
 KX0359* NAD 83(1986)-  40 28 31.     (N)    078 16 35.     (W)     SCALED    
 KX0359* NAVD 88     -       283.189  (meters)     929.10   (feet)  ADJUSTED  
 KX0359  ___________________________________________________________________
 KX0359  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KX0359  DYNAMIC HT  -         283.043 (meters)     928.62  (feet)  COMP
 KX0359  MODELED GRAV-     980,101.7   (mgal)                       NAVD 88
 KX0359
 KX0359  VERT ORDER  -  SECOND    CLASS 0
 KX0359
 KX0359.The horizontal coordinates were scaled from a topographic map and have
 KX0359.an estimated accuracy of +/- 6 seconds.
 KX0359
 KX0359.The orthometric height was determined by differential leveling
 KX0359.and adjusted by the National Geodetic Survey in June 1991..
 KX0359
 KX0359.The geoid height was determined by GEOID03.
 KX0359
 KX0359.The dynamic height is computed by dividing the NAVD 88
 KX0359.geopotential number by the normal gravity value computed on the
 KX0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0359.degrees latitude (g = 980.6199 gals.).
 KX0359
 KX0359.The modeled gravity was interpolated from observed gravity values.
 KX0359
 KX0359;                    North         East    Units  Estimated Accuracy
 KX0359;SPC PA S     -   126,930.      555,370.      MT  (+/- 180 meters Scaled)
 KX0359
 KX0359                          SUPERSEDED SURVEY CONTROL
 KX0359
 KX0359  NGVD 29 (??/??/92)  283.367  (m)          929.68   (f) ADJ UNCH    2 0
 KX0359
 KX0359.Superseded values are not recommended for survey control.
 KX0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0359.See file dsdata.txt to determine how the superseded data were derived.
 KX0359
 KX0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE308840(NAD 83)
 KX0359_MARKER: DB = BENCH MARK DISK
 KX0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0359_STAMPING: F 312 1966
 KX0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0359+STABILITY: SURFACE MOTION
 KX0359
 KX0359  HISTORY     - Date     Condition        Report By
 KX0359  HISTORY     - 1966     MONUMENTED       CGS
 KX0359  HISTORY     - 1967     GOOD             NGS
 KX0359  HISTORY     - 19990801 GOOD             PADT
 KX0359
 KX0359                          STATION DESCRIPTION
 KX0359
 KX0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0359'4.7 MI SE FROM FRANKSTOWN.
 KX0359'4.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 22 FROM ITS JUNCTION
 KX0359'WITH FRANKSTOWN ROAD IN FRANKSTOWN, SET IN THE TOP OF A CONCRETE
 KX0359'POST PROJECTING 3-INCHES, 33 FEET NORTH OF THE CENTERLINE OF
 KX0359'HIGHWAY, 3.0 FEET NORTH OF TELEPHONE POLE NO 118 180, 2.5
 KX0359'FEET WEST OF THE SOUTH LEG OF A BILLBOARD, 3.0 FEET NORTHWEST
 KX0359'OF A METAL WITNESS SIGN AND IS ABOUT 1 FOOT ABOVE THE LEVEL
 KX0359'OF THE HIGHWAY.
 KX0359
 KX0359                          STATION RECOVERY (1999)
 KX0359
 KX0359'RECOVERY NOTE BY PA DEPT OF TRANSP 1999
 KX0359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0387 ***********************************************************************
 KX0387  DESIGNATION -  F 313
 KX0387  PID         -  KX0387
 KX0387  STATE/COUNTY-  PA/BLAIR
 KX0387  USGS QUAD   -  ROARING SPRING (1987)
 KX0387
 KX0387                         *CURRENT SURVEY CONTROL
 KX0387  ___________________________________________________________________
 KX0387* NAD 83(1986)-  40 19 25.     (N)    078 26 25.     (W)     SCALED    
 KX0387* NAVD 88     -       328.643  (meters)    1078.22   (feet)  ADJUSTED  
 KX0387  ___________________________________________________________________
 KX0387  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KX0387  DYNAMIC HT  -         328.464 (meters)    1077.64  (feet)  COMP
 KX0387  MODELED GRAV-     980,072.0   (mgal)                       NAVD 88
 KX0387
 KX0387  VERT ORDER  -  SECOND    CLASS 0
 KX0387
 KX0387.The horizontal coordinates were scaled from a topographic map and have
 KX0387.an estimated accuracy of +/- 6 seconds.
 KX0387
 KX0387.The orthometric height was determined by differential leveling
 KX0387.and adjusted by the National Geodetic Survey in June 1991..
 KX0387
 KX0387.The geoid height was determined by GEOID03.
 KX0387
 KX0387.The dynamic height is computed by dividing the NAVD 88
 KX0387.geopotential number by the normal gravity value computed on the
 KX0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0387.degrees latitude (g = 980.6199 gals.).
 KX0387
 KX0387.The modeled gravity was interpolated from observed gravity values.
 KX0387
 KX0387;                    North         East    Units  Estimated Accuracy
 KX0387;SPC PA S     -   110,180.      541,340.      MT  (+/- 180 meters Scaled)
 KX0387
 KX0387                          SUPERSEDED SURVEY CONTROL
 KX0387
 KX0387  NGVD 29 (??/??/92)  328.791  (m)         1078.71   (f) ADJ UNCH    2 0
 KX0387
 KX0387.Superseded values are not recommended for survey control.
 KX0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0387.See file dsdata.txt to determine how the superseded data were derived.
 KX0387
 KX0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE174668(NAD 83)
 KX0387_MARKER: DD = SURVEY DISK
 KX0387_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0387_SP_SET: BRIDGE
 KX0387_STAMPING: F 313 1967
 KX0387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0387
 KX0387  HISTORY     - Date     Condition        Report By
 KX0387  HISTORY     - 1967     MONUMENTED       PADT
 KX0387  HISTORY     - 1967     GOOD             NGS
 KX0387
 KX0387                          STATION DESCRIPTION
 KX0387
 KX0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0387'4.9 MI S FROM NEWRY.
 KX0387'4.9 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE,
 KX0387'SET IN THE TOP OF THE SOUTHEAST WINGWALL OF A BRIDGE, 21.0
 KX0387'FEET EAST OF THE CENTERLINE OF HIGHWAY AND ABOUT LEVEL WITH
 KX0387'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0517 ***********************************************************************
 JW0517  DESIGNATION -  F 314
 JW0517  PID         -  JW0517
 JW0517  STATE/COUNTY-  PA/BEDFORD
 JW0517  USGS QUAD   -  RAINSBURG (1977)
 JW0517
 JW0517                         *CURRENT SURVEY CONTROL
 JW0517  ___________________________________________________________________
 JW0517* NAD 83(1986)-  39 59 08.     (N)    078 31 43.     (W)     SCALED    
 JW0517* NAVD 88     -       373.978  (meters)    1226.96   (feet)  ADJUSTED  
 JW0517  ___________________________________________________________________
 JW0517  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 JW0517  DYNAMIC HT  -         373.766 (meters)    1226.26  (feet)  COMP
 JW0517  MODELED GRAV-     980,048.6   (mgal)                       NAVD 88
 JW0517
 JW0517  VERT ORDER  -  SECOND    CLASS 0
 JW0517
 JW0517.The horizontal coordinates were scaled from a topographic map and have
 JW0517.an estimated accuracy of +/- 6 seconds.
 JW0517
 JW0517.The orthometric height was determined by differential leveling
 JW0517.and adjusted by the National Geodetic Survey in June 1991..
 JW0517
 JW0517.The geoid height was determined by GEOID03.
 JW0517
 JW0517.The dynamic height is computed by dividing the NAVD 88
 JW0517.geopotential number by the normal gravity value computed on the
 JW0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0517.degrees latitude (g = 980.6199 gals.).
 JW0517
 JW0517.The modeled gravity was interpolated from observed gravity values.
 JW0517
 JW0517;                    North         East    Units  Estimated Accuracy
 JW0517;SPC PA S     -    72,710.      533,500.      MT  (+/- 180 meters Scaled)
 JW0517
 JW0517                          SUPERSEDED SURVEY CONTROL
 JW0517
 JW0517  NGVD 29 (??/??/92)  374.142  (m)         1227.50   (f) ADJ UNCH    2 0
 JW0517
 JW0517.Superseded values are not recommended for survey control.
 JW0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0517.See file dsdata.txt to determine how the superseded data were derived.
 JW0517
 JW0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE110290(NAD 83)
 JW0517_MARKER: DB = BENCH MARK DISK
 JW0517_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0517_SP_SET: CATCH BASIN
 JW0517_STAMPING: F 314 1967
 JW0517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0517
 JW0517  HISTORY     - Date     Condition        Report By
 JW0517  HISTORY     - 1967     MONUMENTED       CGS
 JW0517
 JW0517                          STATION DESCRIPTION
 JW0517
 JW0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JW0517'3.2 MI S FROM BEDFORD.
 JW0517'ABOUT 3.2 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE JUNCTION
 JW0517'OF U.S. HIGHWAY 220 AND 30 (PITT STREET), SET IN THE TOP OF
 JW0517'THE APPROXIMATE CENTER OF THE FRONT WALL OF A CATCH BASIN, 29.5
 JW0517'FEET EAST OF A 24-INCH ELM TREE, 14.5 FEET NORTH OF THE
 JW0517'CENTERLINE OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0788 ***********************************************************************
 KX0788  DESIGNATION -  F 315
 KX0788  PID         -  KX0788
 KX0788  STATE/COUNTY-  PA/CAMBRIA
 KX0788  USGS QUAD   -  CARROLLTOWN (1972)
 KX0788
 KX0788                         *CURRENT SURVEY CONTROL
 KX0788  ___________________________________________________________________
 KX0788* NAD 83(1986)-  40 31 02.     (N)    078 43 08.     (W)     SCALED    
 KX0788* NAVD 88     -       609.491  (meters)    1999.64   (feet)  ADJUSTED  
 KX0788  ___________________________________________________________________
 KX0788  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KX0788  DYNAMIC HT  -         609.146 (meters)    1998.51  (feet)  COMP
 KX0788  MODELED GRAV-     980,039.6   (mgal)                       NAVD 88
 KX0788
 KX0788  VERT ORDER  -  SECOND    CLASS 0
 KX0788
 KX0788.The horizontal coordinates were scaled from a topographic map and have
 KX0788.an estimated accuracy of +/- 6 seconds.
 KX0788
 KX0788.The orthometric height was determined by differential leveling
 KX0788.and adjusted by the National Geodetic Survey in June 1991..
 KX0788
 KX0788.The geoid height was determined by GEOID03.
 KX0788
 KX0788.The dynamic height is computed by dividing the NAVD 88
 KX0788.geopotential number by the normal gravity value computed on the
 KX0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0788.degrees latitude (g = 980.6199 gals.).
 KX0788
 KX0788.The modeled gravity was interpolated from observed gravity values.
 KX0788
 KX0788;                    North         East    Units  Estimated Accuracy
 KX0788;SPC PA S     -   131,900.      517,900.      MT  (+/- 180 meters Scaled)
 KX0788
 KX0788                          SUPERSEDED SURVEY CONTROL
 KX0788
 KX0788  NGVD 29 (??/??/92)  609.639  (m)         2000.12   (f) ADJ UNCH    2 0
 KX0788
 KX0788.Superseded values are not recommended for survey control.
 KX0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0788.See file dsdata.txt to determine how the superseded data were derived.
 KX0788
 KX0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE932876(NAD 83)
 KX0788_MARKER: DB = BENCH MARK DISK
 KX0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0788_STAMPING: F 315 1967
 KX0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0788+STABILITY: SURFACE MOTION
 KX0788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX0788+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2001
 KX0788
 KX0788  HISTORY     - Date     Condition        Report By
 KX0788  HISTORY     - 1967     MONUMENTED       CGS
 KX0788  HISTORY     - 20010403 GOOD             PADT
 KX0788  HISTORY     - 20030804 GOOD             PADT
 KX0788
 KX0788                          STATION DESCRIPTION
 KX0788
 KX0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0788'2.3 MI N FROM EBENSBURG.
 KX0788'2.3 MILES NORTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE IN
 KX0788'EBENSBURG, SET IN THE TOP OF A CONCRETE POST FLUSH, 118 FEET
 KX0788'SOUTHEAST OF THE CENTERLINE OF HIGHWAY, 22 FEET NORTHEAST OF THE
 KX0788'APPROXIMATE CENTER OF A ROAD, 19 FEET NORTHWEST OF A POWER LINE
 KX0788'POLE NO. 4-10801, 2.0 FEET NORTHEAST OF A METAL WITNESS SIGN,
 KX0788'AND IS ABOUT LEVEL WITH THE HIGHWAY.
 KX0788
 KX0788                          STATION RECOVERY (2001)
 KX0788
 KX0788'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DGE)
 KX0788'RECOVERED IN GOOD CONDITION.
 KX0788
 KX0788                          STATION RECOVERY (2003)
 KX0788
 KX0788'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (LMS)
 KX0788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0580 ***********************************************************************
 KX0580  DESIGNATION -  F 316
 KX0580  PID         -  KX0580
 KX0580  STATE/COUNTY-  PA/SOMERSET
 KX0580  USGS QUAD   -  HOOVERSVILLE (1994)
 KX0580
 KX0580                         *CURRENT SURVEY CONTROL
 KX0580  ___________________________________________________________________
 KX0580* NAD 83(1986)-  40 13 16.     (N)    078 53 14.     (W)     SCALED    
 KX0580* NAVD 88     -       542.844  (meters)    1780.98   (feet)  ADJUSTED  
 KX0580  ___________________________________________________________________
 KX0580  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KX0580  DYNAMIC HT  -         542.538 (meters)    1779.98  (feet)  COMP
 KX0580  MODELED GRAV-     980,044.2   (mgal)                       NAVD 88
 KX0580
 KX0580  VERT ORDER  -  SECOND    CLASS 0
 KX0580
 KX0580.The horizontal coordinates were scaled from a topographic map and have
 KX0580.an estimated accuracy of +/- 6 seconds.
 KX0580
 KX0580.The orthometric height was determined by differential leveling
 KX0580.and adjusted by the National Geodetic Survey in June 1991..
 KX0580
 KX0580.The geoid height was determined by GEOID03.
 KX0580
 KX0580.The dynamic height is computed by dividing the NAVD 88
 KX0580.geopotential number by the normal gravity value computed on the
 KX0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0580.degrees latitude (g = 980.6199 gals.).
 KX0580
 KX0580.The modeled gravity was interpolated from observed gravity values.
 KX0580
 KX0580;                    North         East    Units  Estimated Accuracy
 KX0580;SPC PA S     -    99,200.      503,210.      MT  (+/- 180 meters Scaled)
 KX0580
 KX0580                          SUPERSEDED SURVEY CONTROL
 KX0580
 KX0580  NGVD 29 (??/??/92)  542.996  (m)         1781.48   (f) ADJ UNCH    2 0
 KX0580
 KX0580.Superseded values are not recommended for survey control.
 KX0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0580.See file dsdata.txt to determine how the superseded data were derived.
 KX0580
 KX0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE797544(NAD 83)
 KX0580_MARKER: DB = BENCH MARK DISK
 KX0580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0580_SP_SET: CATCH BASIN
 KX0580_STAMPING: F 316 1967
 KX0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0580
 KX0580  HISTORY     - Date     Condition        Report By
 KX0580  HISTORY     - 1967     MONUMENTED       CGS
 KX0580
 KX0580                          STATION DESCRIPTION
 KX0580
 KX0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0580'1.1 MI NE FROM SENORA.
 KX0580'ABOUT 1.1 MILES NORTHEAST ALONG STATE HIGHWAY 601 FROM THE
 KX0580'POST OFFICE IN SENORA, SET IN THE TOP OF THE APPROXIMATE CENTER
 KX0580'OF A BACKWALL OF A CATCH BASIN, 0.2 MILE NORTH OF A LARGE PIPE
 KX0580'CULVERT UNDER THE HIGHWAY, 19 FEET EAST OF THE CENTERLINE OF THE
 KX0580'HIGHWAY AND THE JUNCTION OF A TRACK ROAD LEADING WEST AND IS
 KX0580'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0765 ***********************************************************************
 KX0765  DESIGNATION -  F 317
 KX0765  PID         -  KX0765
 KX0765  STATE/COUNTY-  PA/CAMBRIA
 KX0765  USGS QUAD   -  BARNESBORO (1984)
 KX0765
 KX0765                         *CURRENT SURVEY CONTROL
 KX0765  ___________________________________________________________________
 KX0765* NAD 83(1986)-  40 40 43.     (N)    078 48 24.     (W)     SCALED    
 KX0765* NAVD 88     -       435.658  (meters)    1429.32   (feet)  ADJUSTED  
 KX0765  ___________________________________________________________________
 KX0765  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KX0765  DYNAMIC HT  -         435.422 (meters)    1428.55  (feet)  COMP
 KX0765  MODELED GRAV-     980,070.1   (mgal)                       NAVD 88
 KX0765
 KX0765  VERT ORDER  -  SECOND    CLASS 0
 KX0765
 KX0765.The horizontal coordinates were scaled from a topographic map and have
 KX0765.an estimated accuracy of +/- 6 seconds.
 KX0765
 KX0765.The orthometric height was determined by differential leveling
 KX0765.and adjusted by the National Geodetic Survey in June 1991..
 KX0765
 KX0765.The geoid height was determined by GEOID03.
 KX0765
 KX0765.The dynamic height is computed by dividing the NAVD 88
 KX0765.geopotential number by the normal gravity value computed on the
 KX0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0765.degrees latitude (g = 980.6199 gals.).
 KX0765
 KX0765.The modeled gravity was interpolated from observed gravity values.
 KX0765
 KX0765;                    North         East    Units  Estimated Accuracy
 KX0765;SPC PA S     -   149,910.      510,670.      MT  (+/- 180 meters Scaled)
 KX0765
 KX0765                          SUPERSEDED SURVEY CONTROL
 KX0765
 KX0765  NGVD 29 (??/??/92)  435.817  (m)         1429.84   (f) ADJ UNCH    2 0
 KX0765
 KX0765.Superseded values are not recommended for survey control.
 KX0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0765.See file dsdata.txt to determine how the superseded data were derived.
 KX0765
 KX0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF853053(NAD 83)
 KX0765_MARKER: DB = BENCH MARK DISK
 KX0765_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0765_SP_SET: BRIDGE
 KX0765_STAMPING: F 317 1967
 KX0765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0765
 KX0765  HISTORY     - Date     Condition        Report By
 KX0765  HISTORY     - 1967     MONUMENTED       CGS
 KX0765  HISTORY     - 20010201 GOOD             PADT
 KX0765
 KX0765                          STATION DESCRIPTION
 KX0765
 KX0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0765'1.8 MI W FROM BARNESBORO.
 KX0765'0.05 MILE SOUTH ALONG 10TH STREET FROM THE POST OFFICE AT
 KX0765'BARNESBORO, THENCE 1.7 MILES WEST ALONG U.S. HIGHWAY 219
 KX0765'(PHILADELPHIA AVENUE), SET IN THE NORTHEAST WINGWALL OF A
 KX0765'BRIDGE, 19.0 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY, 5.6
 KX0765'FEET WEST OF POWERLINE POLE NO. 95 AND ABOUT LEVEL WITH
 KX0765'HIGHWAY.
 KX0765
 KX0765                          STATION RECOVERY (2001)
 KX0765
 KX0765'RECOVERY NOTE BY PA DEPT OF TRANSP 2001
 KX0765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0735 ***********************************************************************
 KX0735  CBN         -  This is a Cooperative Base Network Control Station.
 KX0735  DESIGNATION -  F 318
 KX0735  PID         -  KX0735
 KX0735  STATE/COUNTY-  PA/JEFFERSON
 KX0735  USGS QUAD   -  MC GEES MILLS (1994)
 KX0735
 KX0735                         *CURRENT SURVEY CONTROL
 KX0735  ___________________________________________________________________
 KX0735* NAD 83(1992)-  40 59 22.03307(N)    078 49 47.57309(W)     ADJUSTED  
 KX0735* NAVD 88     -       446.425  (meters)    1464.65   (feet)  ADJUSTED  
 KX0735  ___________________________________________________________________
 KX0735  X           -     934,067.414 (meters)                     COMP
 KX0735  Y           -  -4,730,331.586 (meters)                     COMP
 KX0735  Z           -   4,161,810.728 (meters)                     COMP
 KX0735  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 KX0735  ELLIP HEIGHT-         413.96  (meters)          (03/28/01) GPS OBS
 KX0735  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KX0735  DYNAMIC HT  -         446.206 (meters)    1463.93  (feet)  COMP
 KX0735  MODELED GRAV-     980,121.5   (mgal)                       NAVD 88
 KX0735
 KX0735  HORZ ORDER  -  A
 KX0735  VERT ORDER  -  SECOND    CLASS 0
 KX0735  ELLP ORDER  -  THIRD     CLASS II
 KX0735
 KX0735.The horizontal coordinates were established by GPS observations
 KX0735.and adjusted by the National Geodetic Survey in March 2001..
 KX0735
 KX0735.The orthometric height was determined by differential leveling
 KX0735.and adjusted by the National Geodetic Survey in June 1991..
 KX0735
 KX0735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KX0735
 KX0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX0735
 KX0735.The ellipsoidal height was determined by GPS observations
 KX0735.and is referenced to NAD 83.
 KX0735
 KX0735.The geoid height was determined by GEOID03.
 KX0735
 KX0735.The dynamic height is computed by dividing the NAVD 88
 KX0735.geopotential number by the normal gravity value computed on the
 KX0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0735.degrees latitude (g = 980.6199 gals.).
 KX0735
 KX0735.The modeled gravity was interpolated from observed gravity values.
 KX0735
 KX0735;                    North         East     Units Scale Factor Converg.
 KX0735;SPC PA N     -    91,940.048   509,133.254   MT  0.99998457   -0 42 51.8
 KX0735;SPC PA N     -   301,639.97  1,670,381.35   sFT  0.99998457   -0 42 51.8
 KX0735;UTM  17      - 4,539,854.430   682,545.561   MT  1.00001015   +1 25 25.7
 KX0735
 KX0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX0735!SPC PA N     -   0.99993507  x   0.99998457  =   0.99991964
 KX0735!UTM  17      -   0.99993507  x   1.00001015  =   0.99994522
 KX0735
 KX0735                          SUPERSEDED SURVEY CONTROL
 KX0735
 KX0735  NAVD 88 (03/28/01)  446.43   (m)         1464.7    (f) LEVELING    3  
 KX0735  NGVD 29 (??/??/92)  446.577  (m)         1465.14   (f) ADJ UNCH    2 0
 KX0735
 KX0735.Superseded values are not recommended for survey control.
 KX0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0735.See file dsdata.txt to determine how the superseded data were derived.
 KX0735
 KX0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF8254639854(NAD 83)
 KX0735_MARKER: DB = BENCH MARK DISK
 KX0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0735_STAMPING: F 318 1967
 KX0735_MARK LOGO: CGS   
 KX0735_PROJECTION: PROJECTING 1 CENTIMETERS
 KX0735_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0735+STABILITY: SURFACE MOTION
 KX0735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX0735+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2000
 KX0735
 KX0735  HISTORY     - Date     Condition        Report By
 KX0735  HISTORY     - 1967     MONUMENTED       CGS
 KX0735  HISTORY     - 20000414 GOOD             PADT
 KX0735
 KX0735                          STATION DESCRIPTION
 KX0735
 KX0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0735'3.8 MI SW FROM TROUTVILLE.
 KX0735'3.8 MILES SOUTHWEST ALONG STATE HIGHWAY 410 FROM THE MAIN
 KX0735'CROSSROAD IN TROUTVILLE, 29 FEET SOUTHEAST OF THE CENTERLINE OF
 KX0735'HIGHWAY, 28 FEET SOUTHWEST OF A SIDEROAD, 3.0 FEET NORTH OF POWER
 KX0735'LINE POLE NO. F 85, 2.8 FEET SOUTH OF A METAL WITNESS SIGN,
 KX0735'SET IN THE TOP OF A CONCRETE POST PROJECTING 5-INCHES AND IS
 KX0735'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 KX0735
 KX0735                          STATION RECOVERY (2000)
 KX0735
 KX0735'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (TM)
 KX0735'TO REACH THE STATION FROM THE INTERSECTION OF US ROUTE 119 AND
 KX0735'STET ROUTE 2003 IN BIG RUN, PROCEED NORTHEAST FOR 2.3 MI (3.7 KM) ON
 KX0735'US ROUTE 119 TO ITS INTERSECTION WITH STATE ROUTE 410. TURN RIGHT
 KX0735'AND PROCEED EAST ON STATE ROUTE 410 FOR 0.9 MI (1.4 KM) TO THE MARK
 KX0735'ON THE RIGHT.
 KX0735' 
 KX0735'THE STATION IS 29 FT (8.8 M) RIGHT OF THE CENTERLINE FOR STATE ROUTE
 KX0735'410, 4.3 FT (1.3 M) EAST OF A POWER POLE, AND 42 FT (12.8 M) WEST OF A
 KX0735'STABILIZED DRIVE.
 KX0735' 
 KX0735' 
 KX0735'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0813 ***********************************************************************
 KX0813  DESIGNATION -  F 319
 KX0813  PID         -  KX0813
 KX0813  STATE/COUNTY-  PA/INDIANA
 KX0813  USGS QUAD   -  STRONGSTOWN (1977)
 KX0813
 KX0813                         *CURRENT SURVEY CONTROL
 KX0813  ___________________________________________________________________
 KX0813* NAD 83(1986)-  40 34 31.     (N)    078 59 31.     (W)     SCALED    
 KX0813* NAVD 88     -       411.191  (meters)    1349.05   (feet)  ADJUSTED  
 KX0813  ___________________________________________________________________
 KX0813  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KX0813  DYNAMIC HT  -         410.967 (meters)    1348.31  (feet)  COMP
 KX0813  MODELED GRAV-     980,068.0   (mgal)                       NAVD 88
 KX0813
 KX0813  VERT ORDER  -  SECOND    CLASS 0
 KX0813
 KX0813.The horizontal coordinates were scaled from a topographic map and have
 KX0813.an estimated accuracy of +/- 6 seconds.
 KX0813
 KX0813.The orthometric height was determined by differential leveling
 KX0813.and adjusted by the National Geodetic Survey in June 1991..
 KX0813
 KX0813.The geoid height was determined by GEOID03.
 KX0813
 KX0813.The dynamic height is computed by dividing the NAVD 88
 KX0813.geopotential number by the normal gravity value computed on the
 KX0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0813.degrees latitude (g = 980.6199 gals.).
 KX0813
 KX0813.The modeled gravity was interpolated from observed gravity values.
 KX0813
 KX0813;                    North         East    Units  Estimated Accuracy
 KX0813;SPC PA S     -   138,640.      494,850.      MT  (+/- 180 meters Scaled)
 KX0813
 KX0813                          SUPERSEDED SURVEY CONTROL
 KX0813
 KX0813  NGVD 29 (??/??/92)  411.356  (m)         1349.59   (f) ADJ UNCH    2 0
 KX0813
 KX0813.Superseded values are not recommended for survey control.
 KX0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0813.See file dsdata.txt to determine how the superseded data were derived.
 KX0813
 KX0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE699935(NAD 83)
 KX0813_MARKER: DD = SURVEY DISK
 KX0813_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0813_SP_SET: BRIDGE
 KX0813_STAMPING: F 319 1967
 KX0813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0813
 KX0813  HISTORY     - Date     Condition        Report By
 KX0813  HISTORY     - 1967     MONUMENTED       PADT
 KX0813  HISTORY     - 1967     GOOD             NGS
 KX0813
 KX0813                          STATION DESCRIPTION
 KX0813
 KX0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0813'4.4 MI W FROM STRONGSTOWN.
 KX0813'4.4 MILES WEST ALONG U.S. HIGHWAY 422 FROM ITS JUNCTION WITH
 KX0813'STATE HIGHWAY 403 IN STRONGSTOWN, SET IN THE TOP OF THE SOUTHWEST
 KX0813'WINGWALL OF A BRIDGE, 32 FEET SOUTHWEST OF THE CENTERLINE OF THE
 KX0813'HIGHWAY, 32 FEET SOUTHEAST OF A WOOD BRIDGE ON A GRAVELED ROAD,
 KX0813'32 FEET NORTHWEST OF A TELEPHONE POLE NO. 30, AND IS ABOUT LEVEL
 KX0813'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0937 ***********************************************************************
 KX0937  DESIGNATION -  F 320
 KX0937  PID         -  KX0937
 KX0937  STATE/COUNTY-  PA/ARMSTRONG
 KX0937  USGS QUAD   -  WHITESBURG (1977)
 KX0937
 KX0937                         *CURRENT SURVEY CONTROL
 KX0937  ___________________________________________________________________
 KX0937* NAD 83(1986)-  40 44 57.     (N)    079 24 01.     (W)     SCALED    
 KX0937* NAVD 88     -       417.930  (meters)    1371.16   (feet)  ADJUSTED  
 KX0937  ___________________________________________________________________
 KX0937  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KX0937  DYNAMIC HT  -         417.719 (meters)    1370.47  (feet)  COMP
 KX0937  MODELED GRAV-     980,108.4   (mgal)                       NAVD 88
 KX0937
 KX0937  VERT ORDER  -  SECOND    CLASS 0
 KX0937
 KX0937.The horizontal coordinates were scaled from a topographic map and have
 KX0937.an estimated accuracy of +/- 6 seconds.
 KX0937
 KX0937.The orthometric height was determined by differential leveling
 KX0937.and adjusted by the National Geodetic Survey in June 1991..
 KX0937
 KX0937.The geoid height was determined by GEOID03.
 KX0937
 KX0937.The dynamic height is computed by dividing the NAVD 88
 KX0937.geopotential number by the normal gravity value computed on the
 KX0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0937.degrees latitude (g = 980.6199 gals.).
 KX0937
 KX0937.The modeled gravity was interpolated from observed gravity values.
 KX0937
 KX0937;                    North         East    Units  Estimated Accuracy
 KX0937;SPC PA S     -   158,510.      460,640.      MT  (+/- 180 meters Scaled)
 KX0937
 KX0937                          SUPERSEDED SURVEY CONTROL
 KX0937
 KX0937  NGVD 29 (??/??/92)  418.105  (m)         1371.73   (f) ADJ UNCH    2 0
 KX0937
 KX0937.Superseded values are not recommended for survey control.
 KX0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0937.See file dsdata.txt to determine how the superseded data were derived.
 KX0937
 KX0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF350121(NAD 83)
 KX0937_MARKER: DB = BENCH MARK DISK
 KX0937_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0937_SP_SET: CULVERT
 KX0937_STAMPING: F 320 1967
 KX0937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0937
 KX0937  HISTORY     - Date     Condition        Report By
 KX0937  HISTORY     - 1967     MONUMENTED       CGS
 KX0937  HISTORY     - 19930118 MARK NOT FOUND   USPSQD
 KX0937  HISTORY     - 20050901 MARK NOT FOUND   PADT
 KX0937
 KX0937                          STATION DESCRIPTION
 KX0937
 KX0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0937'0.8 MI NW FROM WHITESBURG.
 KX0937'0.8 MILE NORTHWEST ALONG U.S. HIGHWAY 422 FROM THE WHITESBURG
 KX0937'METHODIST CHURCH, SET IN THE TOP OF THE APPROX CENTER OF
 KX0937'THE REAR WALL OF A BOX CULVERT, 19 FEET EAST OF THE CENTERLINE OF
 KX0937'THE HIGHWAY, 27 FEET EAST OF SIGN VILLAGE OF WHITESBURG, 65
 KX0937'FEET NORTH-NORTHWEST OF HIGH LINE POLE, WHERE IT CROSSES HIGHWAY,
 KX0937'5 FEET NORTHEAST OF A METAL WITNESS POST AND IS ABOUT LEVEL WITH
 KX0937'THE HIGHWAY.
 KX0937
 KX0937                          STATION RECOVERY (1993)
 KX0937
 KX0937'RECOVERY NOTE BY US POWER SQUADRON 1993 (JBW)
 KX0937'MARK NOT FOUND.
 KX0937
 KX0937                          STATION RECOVERY (2005)
 KX0937
 KX0937'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 KX0937'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1640 ***********************************************************************
 KX1640  DESIGNATION -  F 321
 KX1640  PID         -  KX1640
 KX1640  STATE/COUNTY-  PA/BUTLER
 KX1640  USGS QUAD   -  SAXONBURG (1977)
 KX1640
 KX1640                         *CURRENT SURVEY CONTROL
 KX1640  ___________________________________________________________________
 KX1640* NAD 83(1986)-  40 51 24.     (N)    079 46 54.     (W)     SCALED    
 KX1640* NAVD 88     -       394.753  (meters)    1295.12   (feet)  ADJUSTED  
 KX1640  ___________________________________________________________________
 KX1640  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KX1640  DYNAMIC HT  -         394.556 (meters)    1294.47  (feet)  COMP
 KX1640  MODELED GRAV-     980,113.7   (mgal)                       NAVD 88
 KX1640
 KX1640  VERT ORDER  -  FIRST     CLASS II
 KX1640
 KX1640.The horizontal coordinates were scaled from a topographic map and have
 KX1640.an estimated accuracy of +/- 6 seconds.
 KX1640
 KX1640.The orthometric height was determined by differential leveling
 KX1640.and adjusted by the National Geodetic Survey in June 1991..
 KX1640
 KX1640.The geoid height was determined by GEOID03.
 KX1640
 KX1640.The dynamic height is computed by dividing the NAVD 88
 KX1640.geopotential number by the normal gravity value computed on the
 KX1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1640.degrees latitude (g = 980.6199 gals.).
 KX1640
 KX1640.The modeled gravity was interpolated from observed gravity values.
 KX1640
 KX1640;                    North         East    Units  Estimated Accuracy
 KX1640;SPC PA S     -   171,120.      428,710.      MT  (+/- 180 meters Scaled)
 KX1640
 KX1640                          SUPERSEDED SURVEY CONTROL
 KX1640
 KX1640  NGVD 29 (06/03/92)  394.906  (m)         1295.62   (f) ADJUSTED    1 2
 KX1640
 KX1640.Superseded values are not recommended for survey control.
 KX1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1640.See file dsdata.txt to determine how the superseded data were derived.
 KX1640
 KX1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF026235(NAD 83)
 KX1640_MARKER: DB = BENCH MARK DISK
 KX1640_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1640_SP_SET: CATCH BASIN
 KX1640_STAMPING: F 321 1967
 KX1640_MARK LOGO: CGS   
 KX1640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1640
 KX1640  HISTORY     - Date     Condition        Report By
 KX1640  HISTORY     - 1967     MONUMENTED       CGS
 KX1640  HISTORY     - 1983     GOOD             NGS
 KX1640
 KX1640                          STATION DESCRIPTION
 KX1640
 KX1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX1640'5.2 MI E FROM BUTLER.
 KX1640'5.2 MILES EAST ALONG U.S. HIGHWAY 422 FROM ITS JUNCTION WITH
 KX1640'STATE HIGHWAYS 68 AND 38, WHICH IS ABOUT 1.0 MILE NORTHEAST OF
 KX1640'BUTLER, SET IN THE TOP OF THE CENTER OF THE BACKWALL OF A CATCH
 KX1640'BASIN, 35 FEET SOUTH OF A TELEPHONE POLE, 23.5 FEET NORTH OF THE
 KX1640'CENTERLINE OF THE WEST BOUND LANE OF HIGHWAY AND IS ABOUT 1 FOOT
 KX1640'BELOW THE LEVEL OF THE HIGHWAY.
 KX1640
 KX1640                          STATION RECOVERY (1983)
 KX1640
 KX1640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0169 ***********************************************************************
 KY0169  DESIGNATION -  F 322
 KY0169  PID         -  KY0169
 KY0169  STATE/COUNTY-  PA/LAWRENCE
 KY0169  USGS QUAD   -  NEW CASTLE SOUTH (1990)
 KY0169
 KY0169                         *CURRENT SURVEY CONTROL
 KY0169  ___________________________________________________________________
 KY0169* NAD 83(1986)-  40 58 37.     (N)    080 17 35.     (W)     SCALED    
 KY0169* NAVD 88     -       326.999  (meters)    1072.83   (feet)  ADJUSTED  
 KY0169  ___________________________________________________________________
 KY0169  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KY0169  DYNAMIC HT  -         326.840 (meters)    1072.31  (feet)  COMP
 KY0169  MODELED GRAV-     980,128.8   (mgal)                       NAVD 88
 KY0169
 KY0169  VERT ORDER  -  SECOND    CLASS 0
 KY0169
 KY0169.The horizontal coordinates were scaled from a topographic map and have
 KY0169.an estimated accuracy of +/- 6 seconds.
 KY0169
 KY0169.The orthometric height was determined by differential leveling
 KY0169.and adjusted by the National Geodetic Survey in June 1991..
 KY0169
 KY0169.The geoid height was determined by GEOID03.
 KY0169
 KY0169.The dynamic height is computed by dividing the NAVD 88
 KY0169.geopotential number by the normal gravity value computed on the
 KY0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0169.degrees latitude (g = 980.6199 gals.).
 KY0169
 KY0169.The modeled gravity was interpolated from observed gravity values.
 KY0169
 KY0169;                    North         East    Units  Estimated Accuracy
 KY0169;SPC PA S     -   185,590.      385,990.      MT  (+/- 180 meters Scaled)
 KY0169
 KY0169                          SUPERSEDED SURVEY CONTROL
 KY0169
 KY0169  NGVD 29 (??/??/92)  327.145  (m)         1073.31   (f) ADJ UNCH    2 0
 KY0169
 KY0169.Superseded values are not recommended for survey control.
 KY0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0169.See file dsdata.txt to determine how the superseded data were derived.
 KY0169
 KY0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF594364(NAD 83)
 KY0169_MARKER: DB = BENCH MARK DISK
 KY0169_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0169_SP_SET: CULVERT
 KY0169_STAMPING: F 322 1967
 KY0169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0169
 KY0169  HISTORY     - Date     Condition        Report By
 KY0169  HISTORY     - 1967     MONUMENTED       CGS
 KY0169  HISTORY     - 19970829 MARK NOT FOUND   USPSQD
 KY0169  HISTORY     - 20060506 MARK NOT FOUND   GEOCAC
 KY0169
 KY0169                          STATION DESCRIPTION
 KY0169
 KY0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KY0169'3.6 MI SE FROM NEW CASTLE.
 KY0169'ABOUT 3.6 MILES ALONG U.S. HIGHWAY 422 FROM THE POST OFFICE IN
 KY0169'NEW CASTLE, SET IN THE TOP OF A L SHAPED HEADWALL OF A CULVERT
 KY0169'IN FRONT OF A SMALL DRIVE-IN RESTAURANT, 28 FEET SOUTH APPROX
 KY0169'CENTERLINE OF HIGHWAY, AND IS ABOUT LEVEL WITH THE HIGHWAY.
 KY0169
 KY0169                          STATION RECOVERY (1997)
 KY0169
 KY0169'RECOVERY NOTE BY US POWER SQUADRON 1997
 KY0169'MARK NOT FOUND.
 KY0169
 KY0169                          STATION RECOVERY (2006)
 KY0169
 KY0169'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 KY0169'THE CULVERT AND HEADWALL ARE GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1396 ***********************************************************************
 MA1396  DESIGNATION -  F 323
 MA1396  PID         -  MA1396
 MA1396  STATE/COUNTY-  PA/VENANGO
 MA1396  USGS QUAD   -  CRANBERRY (1977)
 MA1396
 MA1396                         *CURRENT SURVEY CONTROL
 MA1396  ___________________________________________________________________
 MA1396* NAD 83(1986)-  41 19 41.     (N)    079 40 10.     (W)     SCALED    
 MA1396* NAVD 88     -       423.525  (meters)    1389.51   (feet)  ADJUSTED  
 MA1396  ___________________________________________________________________
 MA1396  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 MA1396  DYNAMIC HT  -         423.329 (meters)    1388.87  (feet)  COMP
 MA1396  MODELED GRAV-     980,147.8   (mgal)                       NAVD 88
 MA1396
 MA1396  VERT ORDER  -  SECOND    CLASS 0
 MA1396
 MA1396.The horizontal coordinates were scaled from a topographic map and have
 MA1396.an estimated accuracy of +/- 6 seconds.
 MA1396
 MA1396.The orthometric height was determined by differential leveling
 MA1396.and adjusted by the National Geodetic Survey in June 1991..
 MA1396
 MA1396.The geoid height was determined by GEOID03.
 MA1396
 MA1396.The dynamic height is computed by dividing the NAVD 88
 MA1396.geopotential number by the normal gravity value computed on the
 MA1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1396.degrees latitude (g = 980.6199 gals.).
 MA1396
 MA1396.The modeled gravity was interpolated from observed gravity values.
 MA1396
 MA1396;                    North         East    Units  Estimated Accuracy
 MA1396;SPC PA N     -   130,760.      439,330.      MT  (+/- 180 meters Scaled)
 MA1396
 MA1396                          SUPERSEDED SURVEY CONTROL
 MA1396
 MA1396  NGVD 29 (??/??/92)  423.686  (m)         1390.04   (f) ADJ UNCH    2 0
 MA1396
 MA1396.Superseded values are not recommended for survey control.
 MA1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1396.See file dsdata.txt to determine how the superseded data were derived.
 MA1396
 MA1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF113760(NAD 83)
 MA1396_MARKER: DB = BENCH MARK DISK
 MA1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1396_STAMPING: F 323 1967
 MA1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1396+STABILITY: SURFACE MOTION
 MA1396
 MA1396  HISTORY     - Date     Condition        Report By
 MA1396  HISTORY     - 1967     MONUMENTED       CGS
 MA1396
 MA1396                          STATION DESCRIPTION
 MA1396
 MA1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MA1396'2.8 MI SE FROM CRANBERRY.
 MA1396'TO REACH FROM THE POST OFFICE IN CRANBERRY GO SOUTHEAST ALONG
 MA1396'U.S. HIGHWAY 322 TO THE MARK SET IN THE TOP OF A CONCRETE POST
 MA1396'PROJECTION 3 INCHES, 20.4 FEET SOUTHWEST OF THE CENTERLINE OF
 MA1396'U.S. HIGHWAY 322.  1.9 FEET SOUTHEAST OF A TELEPHONE POLE NO.
 MA1396'101, 1.7 FEET SOUTHEAST OF A METAL WITNESS POST AND IS ABOUT
 MA1396'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0208 ***********************************************************************
 MB0208  DESIGNATION -  F 324
 MB0208  PID         -  MB0208
 MB0208  STATE/COUNTY-  PA/ERIE
 MB0208  USGS QUAD   -  EAST SPRINGFIELD (1990)
 MB0208
 MB0208                         *CURRENT SURVEY CONTROL
 MB0208  ___________________________________________________________________
 MB0208* NAD 83(1986)-  41 56 41.     (N)    080 24 07.     (W)     SCALED    
 MB0208* NAVD 88     -       255.718  (meters)     838.97   (feet)  ADJUSTED  
 MB0208  ___________________________________________________________________
 MB0208  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 MB0208  DYNAMIC HT  -         255.624 (meters)     838.66  (feet)  COMP
 MB0208  MODELED GRAV-     980,248.1   (mgal)                       NAVD 88
 MB0208
 MB0208  VERT ORDER  -  SECOND    CLASS 0
 MB0208
 MB0208.The horizontal coordinates were scaled from a topographic map and have
 MB0208.an estimated accuracy of +/- 6 seconds.
 MB0208
 MB0208.The orthometric height was determined by differential leveling
 MB0208.and adjusted by the National Geodetic Survey in June 1991..
 MB0208
 MB0208.The geoid height was determined by GEOID03.
 MB0208
 MB0208.The dynamic height is computed by dividing the NAVD 88
 MB0208.geopotential number by the normal gravity value computed on the
 MB0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0208.degrees latitude (g = 980.6199 gals.).
 MB0208
 MB0208.The modeled gravity was interpolated from observed gravity values.
 MB0208
 MB0208;                    North         East    Units  Estimated Accuracy
 MB0208;SPC PA N     -   200,830.      380,130.      MT  (+/- 180 meters Scaled)
 MB0208
 MB0208                          SUPERSEDED SURVEY CONTROL
 MB0208
 MB0208  NGVD 29 (??/??/92)  255.905  (m)          839.58   (f) ADJ UNCH    2 0
 MB0208
 MB0208.Superseded values are not recommended for survey control.
 MB0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0208.See file dsdata.txt to determine how the superseded data were derived.
 MB0208
 MB0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG495438(NAD 83)
 MB0208_MARKER: DD = SURVEY DISK
 MB0208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0208_SP_SET: BRIDGE CURB
 MB0208_STAMPING: F 324 1967
 MB0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0208
 MB0208  HISTORY     - Date     Condition        Report By
 MB0208  HISTORY     - 1967     MONUMENTED       PADH
 MB0208  HISTORY     - 1967     GOOD             NGS
 MB0208
 MB0208                          STATION DESCRIPTION
 MB0208
 MB0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MB0208'6.1 MI NW FROM ALBION.
 MB0208'ABOUT 2.3 MILES WEST ALONG U.S. HIGHWAY 6 N FROM THE POST OFFICE
 MB0208'IN ALBION, THENCE, 3.8 MILES NORTH ALONG A MACADAM ROAD, SET
 MB0208'IN THE TOP OF THE EAST CURB OF A BRIDGE OVER INTERSTATE HIGHWAY
 MB0208'90, 22 FEET EAST OF THE APPROXIMATE CENTER OF MACADAM ROAD,
 MB0208'2.0 FEET NORTH OF THE SOUTH END OF CURB AND IS ABOUT 1 FOOT ABOVE
 MB0208'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1841 ***********************************************************************
 KV1841  DESIGNATION -  F 325
 KV1841  PID         -  KV1841
 KV1841  STATE/COUNTY-  PA/MONTGOMERY
 KV1841  USGS QUAD   -  NORRISTOWN (1992)
 KV1841
 KV1841                         *CURRENT SURVEY CONTROL
 KV1841  ___________________________________________________________________
 KV1841* NAD 83(1986)-  40 04 35.     (N)    075 18 56.     (W)     SCALED    
 KV1841* NAVD 88     -        20.247  (meters)      66.43   (feet)  ADJUSTED  
 KV1841  ___________________________________________________________________
 KV1841  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KV1841  DYNAMIC HT  -          20.237 (meters)      66.39  (feet)  COMP
 KV1841  MODELED GRAV-     980,158.3   (mgal)                       NAVD 88
 KV1841
 KV1841  VERT ORDER  -  FIRST     CLASS I
 KV1841
 KV1841.The horizontal coordinates were scaled from a topographic map and have
 KV1841.an estimated accuracy of +/- 6 seconds.
 KV1841
 KV1841.The orthometric height was determined by differential leveling
 KV1841.and adjusted by the National Geodetic Survey in June 1991..
 KV1841
 KV1841.The geoid height was determined by GEOID03.
 KV1841
 KV1841.The dynamic height is computed by dividing the NAVD 88
 KV1841.geopotential number by the normal gravity value computed on the
 KV1841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1841.degrees latitude (g = 980.6199 gals.).
 KV1841
 KV1841.The modeled gravity was interpolated from observed gravity values.
 KV1841
 KV1841;                    North         East    Units  Estimated Accuracy
 KV1841;SPC PA S     -    85,370.      807,620.      MT  (+/- 180 meters Scaled)
 KV1841
 KV1841                          SUPERSEDED SURVEY CONTROL
 KV1841
 KV1841  NGVD 29 (??/??/??)   20.561  (m)           67.46   (f) ADJUSTED    1 1
 KV1841
 KV1841.Superseded values are not recommended for survey control.
 KV1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1841.See file dsdata.txt to determine how the superseded data were derived.
 KV1841
 KV1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK730362(NAD 83)
 KV1841_MARKER: DB = BENCH MARK DISK
 KV1841_SETTING: 66 = SET IN ROCK OUTCROP
 KV1841_SP_SET: ROCK OUTCROP
 KV1841_STAMPING: F 325 1966
 KV1841_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV1841+STABILITY: POSITION/ELEVATION WELL
 KV1841_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1841+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2003
 KV1841
 KV1841  HISTORY     - Date     Condition        Report By
 KV1841  HISTORY     - 1966     MONUMENTED       CGS
 KV1841  HISTORY     - 20030722 GOOD             STEWRT
 KV1841
 KV1841                          STATION DESCRIPTION
 KV1841
 KV1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV1841'0.6 MI NW FROM CONSHOHOCKEN.
 KV1841'0.6 MILE NORTHWEST ALONG THE READING COMPANY RAILROAD FROM THE
 KV1841'STATION AT CONSHOHOCKEN, ABOUT MIDWAY BETWEEN CATENARY POLES
 KV1841'13/24 AND 13/25, 46 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 KV1841'NORTHEAST SET OF MAIN LINE TRACKS, SET IN THE TOP AND AT THE
 KV1841'SOUTHEAST EDGE OF A LARGE ROCK OUTCROP, 32 FEET NORTHEAST OF THE
 KV1841'NORTHEAST RAIL OF THE NORTHEAST SIDETRACK, ABOUT 2 FEET ABOVE
 KV1841'THE LEVEL OF THE SIDETRACK, AND ABOUT 4 FEET ABOVE THE LEVEL
 KV1841'OF THE MAIN TRACK.
 KV1841
 KV1841                          STATION RECOVERY (2003)
 KV1841
 KV1841'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2003 (DEN)
 KV1841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2229 ***********************************************************************
 KV2229  DESIGNATION -  F 326
 KV2229  PID         -  KV2229
 KV2229  STATE/COUNTY-  PA/MONTGOMERY
 KV2229  USGS QUAD   -  POTTSTOWN (1980)
 KV2229
 KV2229                         *CURRENT SURVEY CONTROL
 KV2229  ___________________________________________________________________
 KV2229* NAD 83(1986)-  40 14 36.     (N)    075 38 33.     (W)     SCALED    
 KV2229* NAVD 88     -        45.009  (meters)     147.67   (feet)  ADJUSTED  
 KV2229  ___________________________________________________________________
 KV2229  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 KV2229  DYNAMIC HT  -          44.986 (meters)     147.59  (feet)  COMP
 KV2229  MODELED GRAV-     980,117.5   (mgal)                       NAVD 88
 KV2229
 KV2229  VERT ORDER  -  FIRST     CLASS I
 KV2229
 KV2229.The horizontal coordinates were scaled from a topographic map and have
 KV2229.an estimated accuracy of +/- 6 seconds.
 KV2229
 KV2229.The orthometric height was determined by differential leveling
 KV2229.and adjusted by the National Geodetic Survey in June 1991..
 KV2229
 KV2229.The geoid height was determined by GEOID03.
 KV2229
 KV2229.The dynamic height is computed by dividing the NAVD 88
 KV2229.geopotential number by the normal gravity value computed on the
 KV2229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2229.degrees latitude (g = 980.6199 gals.).
 KV2229
 KV2229.The modeled gravity was interpolated from observed gravity values.
 KV2229
 KV2229;                    North         East    Units  Estimated Accuracy
 KV2229;SPC PA S     -   103,180.      779,300.      MT  (+/- 180 meters Scaled)
 KV2229
 KV2229                          SUPERSEDED SURVEY CONTROL
 KV2229
 KV2229  NGVD 29 (??/??/??)   45.285  (m)          148.57   (f) ADJUSTED    1 1
 KV2229
 KV2229.Superseded values are not recommended for survey control.
 KV2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2229.See file dsdata.txt to determine how the superseded data were derived.
 KV2229
 KV2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK453549(NAD 83)
 KV2229_MARKER: DB = BENCH MARK DISK
 KV2229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2229_SP_SET: STONE BLOCK
 KV2229_STAMPING: F 326 1966
 KV2229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2229+STABILITY: SURFACE MOTION
 KV2229
 KV2229  HISTORY     - Date     Condition        Report By
 KV2229  HISTORY     - 1966     MONUMENTED       CGS
 KV2229  HISTORY     - 1990     GOOD             USPSQD
 KV2229  HISTORY     - 20021026 MARK NOT FOUND   USPSQD
 KV2229
 KV2229                          STATION DESCRIPTION
 KV2229
 KV2229'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2229'0.5 MI E FROM POTTSTOWN.
 KV2229'ABOUT 0.5 MILE EAST ALONG THE READING COMPANY RAILROAD FROM THE
 KV2229'STATION AT POTTSTOWN, 7 1/2 FEET EAST OF THE EAST END OF THE
 KV2229'NORTH ABUTMENT OF THE OVERPASS FOR SOUTH WASHINGTON STREET, 71
 KV2229'FEET NORTHWEST AND ACROSS THE TRACK FROM FRACTIONAL MILEPOST
 KV2229'39/53, 19 1/2 FEET NORTH OF THE NORTH RAIL OF THE NORTH SET OF
 KV2229'MAIN LINE TRACKS, 8 FEET EAST OF THE SOUTHWEST CORNER OF A LARGE
 KV2229'INDUSTRIAL BUILDING, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK,
 KV2229'AND SET IN THE TOP OF A 3- BY 3-FOOT SQUARE STONE BLOCK WHICH
 KV2229'PROJECTS 2 INCHES.
 KV2229
 KV2229                          STATION RECOVERY (1990)
 KV2229
 KV2229'RECOVERY NOTE BY US POWER SQUADRON 1990 (JDC)
 KV2229'RECOVERED IN GOOD CONDITION.
 KV2229
 KV2229                          STATION RECOVERY (2002)
 KV2229
 KV2229'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KV2229'PROBABLY BURIED UNDER 4 FT OF BACKFILL AGAINST THE BLDG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2249 ***********************************************************************
 KV2249  DESIGNATION -  F 327
 KV2249  PID         -  KV2249
 KV2249  STATE/COUNTY-  PA/BERKS
 KV2249  USGS QUAD   -  BIRDSBORO (1983)
 KV2249
 KV2249                         *CURRENT SURVEY CONTROL
 KV2249  ___________________________________________________________________
 KV2249* NAD 83(1986)-  40 16 37.     (N)    075 49 54.     (W)     SCALED    
 KV2249* NAVD 88     -        56.044  (meters)     183.87   (feet)  ADJUSTED  
 KV2249  ___________________________________________________________________
 KV2249  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 KV2249  DYNAMIC HT  -          56.014 (meters)     183.77  (feet)  COMP
 KV2249  MODELED GRAV-     980,105.4   (mgal)                       NAVD 88
 KV2249
 KV2249  VERT ORDER  -  FIRST     CLASS I
 KV2249
 KV2249.The horizontal coordinates were scaled from a topographic map and have
 KV2249.an estimated accuracy of +/- 6 seconds.
 KV2249
 KV2249.The orthometric height was determined by differential leveling
 KV2249.and adjusted by the National Geodetic Survey in June 1991..
 KV2249
 KV2249.The geoid height was determined by GEOID03.
 KV2249
 KV2249.The dynamic height is computed by dividing the NAVD 88
 KV2249.geopotential number by the normal gravity value computed on the
 KV2249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2249.degrees latitude (g = 980.6199 gals.).
 KV2249
 KV2249.The modeled gravity was interpolated from observed gravity values.
 KV2249
 KV2249;                    North         East    Units  Estimated Accuracy
 KV2249;SPC PA S     -   106,550.      763,130.      MT  (+/- 180 meters Scaled)
 KV2249
 KV2249                          SUPERSEDED SURVEY CONTROL
 KV2249
 KV2249  NGVD 29 (??/??/??)   56.301  (m)          184.71   (f) ADJUSTED    1 1
 KV2249
 KV2249.Superseded values are not recommended for survey control.
 KV2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2249.See file dsdata.txt to determine how the superseded data were derived.
 KV2249
 KV2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK292588(NAD 83)
 KV2249_MARKER: DB = BENCH MARK DISK
 KV2249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2249_STAMPING: F 327 1966
 KV2249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2249+STABILITY: SURFACE MOTION
 KV2249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2249+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2003
 KV2249
 KV2249  HISTORY     - Date     Condition        Report By
 KV2249  HISTORY     - 1966     MONUMENTED       CGS
 KV2249  HISTORY     - 20030313 GOOD             USPSQD
 KV2249
 KV2249                          STATION DESCRIPTION
 KV2249
 KV2249'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2249'1.6 MI W FROM BIRDSBORO.
 KV2249'ABOUT 1.6 MILES WEST ALONG THE READING COMPANY RAILROAD FROM THE
 KV2249'STATION AT BIRDSBORO, 2 POLES EAST OF FRACTIONAL MILEPOST 50/50,
 KV2249'49 FEET NORTHEAST OF THE CENTER OF A CROSSING OF THE RAILROAD
 KV2249'AND A PRIVATE ROAD, 27 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 KV2249'SET OF MAIN LINE TRACKS, 45 FEET EAST OF THE CENTER LINE OF THE
 KV2249'PRIVATE ROAD, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 4
 KV2249'FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 KV2249'POST PROJECTING 4 INCHES.
 KV2249
 KV2249                          STATION RECOVERY (2003)
 KV2249
 KV2249'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEQ)
 KV2249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0468 ***********************************************************************
 KW0468  DESIGNATION -  F 328 PADH
 KW0468  PID         -  KW0468
 KW0468  STATE/COUNTY-  PA/LEBANON
 KW0468  USGS QUAD   -  LEBANON (1995)
 KW0468
 KW0468                         *CURRENT SURVEY CONTROL
 KW0468  ___________________________________________________________________
 KW0468* NAD 83(1986)-  40 20 46.     (N)    076 23 28.     (W)     SCALED    
 KW0468* NAVD 88     -       156.409  (meters)     513.15   (feet)  ADJUSTED  
 KW0468  ___________________________________________________________________
 KW0468  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 KW0468  DYNAMIC HT  -         156.327 (meters)     512.88  (feet)  COMP
 KW0468  MODELED GRAV-     980,099.6   (mgal)                       NAVD 88
 KW0468
 KW0468  VERT ORDER  -  FIRST     CLASS I
 KW0468
 KW0468.The horizontal coordinates were scaled from a topographic map and have
 KW0468.an estimated accuracy of +/- 6 seconds.
 KW0468
 KW0468.The orthometric height was determined by differential leveling
 KW0468.and adjusted by the National Geodetic Survey in June 1991..
 KW0468
 KW0468.The geoid height was determined by GEOID03.
 KW0468
 KW0468.The dynamic height is computed by dividing the NAVD 88
 KW0468.geopotential number by the normal gravity value computed on the
 KW0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0468.degrees latitude (g = 980.6199 gals.).
 KW0468
 KW0468.The modeled gravity was interpolated from observed gravity values.
 KW0468
 KW0468;                    North         East    Units  Estimated Accuracy
 KW0468;SPC PA S     -   113,340.      715,440.      MT  (+/- 180 meters Scaled)
 KW0468
 KW0468                          SUPERSEDED SURVEY CONTROL
 KW0468
 KW0468  NGVD 29 (??/??/??)  156.616  (m)          513.83   (f) ADJUSTED    1 1
 KW0468
 KW0468.Superseded values are not recommended for survey control.
 KW0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0468.See file dsdata.txt to determine how the superseded data were derived.
 KW0468
 KW0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK818671(NAD 83)
 KW0468_MARKER: DD = SURVEY DISK
 KW0468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0468_SP_SET: WINGWALL
 KW0468_STAMPING: F 328 1966
 KW0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0468
 KW0468  HISTORY     - Date     Condition        Report By
 KW0468  HISTORY     - UNK      MONUMENTED       PADH
 KW0468  HISTORY     - 1966     GOOD             CGS
 KW0468
 KW0468                          STATION DESCRIPTION
 KW0468
 KW0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0468'1.9 MI E FROM LEBANON.
 KW0468'ABOUT 1.9 MILES EAST ALONG THE READING COMPANY RAILROAD FROM
 KW0468'THE STATION AT LEBANON, 76 FEET SOUTH OF THE SOUTH RAIL OF THE
 KW0468'SOUTH SET OF MAIN LINE TRACKS, ABOUT 25 FEET ABOVE THE LEVEL OF
 KW0468'THE TRACKS, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 KW0468'CONCRETE WING WALL OF THE U.S. HIGHWAY 422 OVERPASS FOR THE
 KW0468'RAILROAD, 32 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 KW0468'AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0811 ***********************************************************************
 KW0811  DESIGNATION -  F 329
 KW0811  PID         -  KW0811
 KW0811  STATE/COUNTY-  PA/LEBANON
 KW0811  USGS QUAD   -  PALMYRA (1990)
 KW0811
 KW0811                         *CURRENT SURVEY CONTROL
 KW0811  ___________________________________________________________________
 KW0811* NAD 83(1986)-  40 19 07.     (N)    076 32 00.     (W)     SCALED    
 KW0811* NAVD 88     -       140.965  (meters)     462.48   (feet)  ADJUSTED  
 KW0811  ___________________________________________________________________
 KW0811  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 KW0811  DYNAMIC HT  -         140.892 (meters)     462.24  (feet)  COMP
 KW0811  MODELED GRAV-     980,102.5   (mgal)                       NAVD 88
 KW0811
 KW0811  VERT ORDER  -  FIRST     CLASS I
 KW0811
 KW0811.The horizontal coordinates were scaled from a topographic map and have
 KW0811.an estimated accuracy of +/- 6 seconds.
 KW0811
 KW0811.The orthometric height was determined by differential leveling
 KW0811.and adjusted by the National Geodetic Survey in June 1991..
 KW0811
 KW0811.The geoid height was determined by GEOID03.
 KW0811
 KW0811.The dynamic height is computed by dividing the NAVD 88
 KW0811.geopotential number by the normal gravity value computed on the
 KW0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0811.degrees latitude (g = 980.6199 gals.).
 KW0811
 KW0811.The modeled gravity was interpolated from observed gravity values.
 KW0811
 KW0811;                    North         East    Units  Estimated Accuracy
 KW0811;SPC PA S     -   110,110.      703,400.      MT  (+/- 180 meters Scaled)
 KW0811
 KW0811                          SUPERSEDED SURVEY CONTROL
 KW0811
 KW0811  NGVD 29 (??/??/??)  141.173  (m)          463.17   (f) ADJUSTED    1 1
 KW0811
 KW0811.Superseded values are not recommended for survey control.
 KW0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0811.See file dsdata.txt to determine how the superseded data were derived.
 KW0811
 KW0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK697642(NAD 83)
 KW0811_MARKER: DB = BENCH MARK DISK
 KW0811_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0811_SP_SET: BUILDING FOUNDATION
 KW0811_STAMPING: F 329 1966
 KW0811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0811+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2005
 KW0811
 KW0811  HISTORY     - Date     Condition        Report By
 KW0811  HISTORY     - 1966     MONUMENTED       CGS
 KW0811  HISTORY     - 20050924 GOOD             GEOCAC
 KW0811
 KW0811                          STATION DESCRIPTION
 KW0811
 KW0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0811'2.6 MI SW FROM ANNVILLE.
 KW0811'ABOUT 1.6 MILES WEST ALONG THE READING COMPANY RAILROAD FROM
 KW0811'THE STATION AT ANNVILLE, THENCE 0.3 MILE SOUTH ALONG A PAVED ROAD,
 KW0811'THENCE 0.2 MILE EAST ALONG U.S. HIGHWAY 422, THENCE 0.5 MILE SOUTH
 KW0811'ALONG A PAVED ROAD TO THE MILLARD AIRPORT, AT THE NORTHWEST
 KW0811'CORNER OF THE MAIN HANGAR, 166 FEET WEST OF THE CENTER LINE OF THE
 KW0811'PAVED ROAD, 33 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD
 KW0811'LEADING TO THE RUNWAYS, 1.8 FEET NORTH OF THE NORTH WALL OF THE
 KW0811'HANGAR, 1.0 FOOT EAST OF A CONCRETE PILLAR OF THE FOUNDATION,
 KW0811'ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND, AND SET IN THE TOP
 KW0811'OF A CONCRETE SHELF FORMING THE FOUNDATION OF THE BUILDING.
 KW0811
 KW0811                          STATION RECOVERY (2005)
 KW0811
 KW0811'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0076 ***********************************************************************
 MA0076  DESIGNATION -  F 33
 MA0076  PID         -  MA0076
 MA0076  STATE/COUNTY-  PA/POTTER
 MA0076  USGS QUAD   -  ROULETTE (1983)
 MA0076
 MA0076                         *CURRENT SURVEY CONTROL
 MA0076  ___________________________________________________________________
 MA0076* NAD 83(1986)-  41 46 15.     (N)    078 07 54.     (W)     SCALED    
 MA0076* NAVD 88     -       472.062  (meters)    1548.76   (feet)  ADJUSTED  
 MA0076  ___________________________________________________________________
 MA0076  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 MA0076  DYNAMIC HT  -         471.868 (meters)    1548.12  (feet)  COMP
 MA0076  MODELED GRAV-     980,195.8   (mgal)                       NAVD 88
 MA0076
 MA0076  VERT ORDER  -  SECOND    CLASS 0
 MA0076
 MA0076.The horizontal coordinates were scaled from a topographic map and have
 MA0076.an estimated accuracy of +/- 6 seconds.
 MA0076
 MA0076.The orthometric height was determined by differential leveling
 MA0076.and adjusted by the National Geodetic Survey in June 1991..
 MA0076
 MA0076.The geoid height was determined by GEOID03.
 MA0076
 MA0076.The dynamic height is computed by dividing the NAVD 88
 MA0076.geopotential number by the normal gravity value computed on the
 MA0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0076.degrees latitude (g = 980.6199 gals.).
 MA0076
 MA0076.The modeled gravity was interpolated from observed gravity values.
 MA0076
 MA0076;                    North         East    Units  Estimated Accuracy
 MA0076;SPC PA N     -   178,220.      568,270.      MT  (+/- 180 meters Scaled)
 MA0076
 MA0076                          SUPERSEDED SURVEY CONTROL
 MA0076
 MA0076  NGVD 29 (??/??/92)  472.200  (m)         1549.21   (f) ADJ UNCH    2 0
 MA0076
 MA0076.Superseded values are not recommended for survey control.
 MA0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0076.See file dsdata.txt to determine how the superseded data were derived.
 MA0076
 MA0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG384283(NAD 83)
 MA0076_MARKER: DB = BENCH MARK DISK
 MA0076_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0076_SP_SET: ABUTMENT
 MA0076_STAMPING: F 33 1934
 MA0076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0076
 MA0076  HISTORY     - Date     Condition        Report By
 MA0076  HISTORY     - 1934     MONUMENTED       CGS
 MA0076  HISTORY     - 1968     MARK NOT FOUND   NGS
 MA0076
 MA0076                          STATION DESCRIPTION
 MA0076
 MA0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MA0076'1.2 MI E FROM ROULETTE.
 MA0076'1.2 MILES EAST ALONG THE COUDERSPORT AND ALLEGANY RAILROAD
 MA0076'FROM ROULETTE, POTTER COUNTY, ABOUT 0.3 MILE WEST OF KNOWLTON,
 MA0076'AT A 60-FOOT SPAN THROUGH PLATE-GIRDER BRIDGE, IN THE TOP OF
 MA0076'THE NORTH END OF THE EAST ABUTMENT, 6 FEET NORTH OF THE NORTH
 MA0076'RAIL, AND 3 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 MA0076'DISK, STAMPED F 33 1934.  NOTE-- RAILROAD DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0857 ***********************************************************************
 KW0857  DESIGNATION -  F 330
 KW0857  PID         -  KW0857
 KW0857  STATE/COUNTY-  PA/DAUPHIN
 KW0857  USGS QUAD   -  HARRISBURG WEST (1987)
 KW0857
 KW0857                         *CURRENT SURVEY CONTROL
 KW0857  ___________________________________________________________________
 KW0857* NAD 83(1986)-  40 15 51.     (N)    076 52 41.     (W)     SCALED    
 KW0857* NAVD 88     -        98.957  (meters)     324.66   (feet)  ADJUSTED  
 KW0857  ___________________________________________________________________
 KW0857  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 KW0857  DYNAMIC HT  -          98.907 (meters)     324.50  (feet)  COMP
 KW0857  MODELED GRAV-     980,123.0   (mgal)                       NAVD 88
 KW0857
 KW0857  VERT ORDER  -  FIRST     CLASS I
 KW0857
 KW0857.The horizontal coordinates were scaled from a topographic map and have
 KW0857.an estimated accuracy of +/- 6 seconds.
 KW0857
 KW0857.The orthometric height was determined by differential leveling
 KW0857.and adjusted by the National Geodetic Survey in June 1991..
 KW0857
 KW0857.The geoid height was determined by GEOID03.
 KW0857
 KW0857.The dynamic height is computed by dividing the NAVD 88
 KW0857.geopotential number by the normal gravity value computed on the
 KW0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0857.degrees latitude (g = 980.6199 gals.).
 KW0857
 KW0857.The modeled gravity was interpolated from observed gravity values.
 KW0857
 KW0857;                    North         East    Units  Estimated Accuracy
 KW0857;SPC PA S     -   103,720.      674,170.      MT  (+/- 180 meters Scaled)
 KW0857
 KW0857                          SUPERSEDED SURVEY CONTROL
 KW0857
 KW0857  NGVD 29 (??/??/??)   99.164  (m)          325.34   (f) ADJUSTED    1 1
 KW0857
 KW0857.Superseded values are not recommended for survey control.
 KW0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0857.See file dsdata.txt to determine how the superseded data were derived.
 KW0857
 KW0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK403587(NAD 83)
 KW0857_MARKER: DB = BENCH MARK DISK
 KW0857_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0857_SP_SET: FOUNDATION
 KW0857_STAMPING: F 330 1966
 KW0857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0857_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0857+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 KW0857
 KW0857  HISTORY     - Date     Condition        Report By
 KW0857  HISTORY     - 1966     MONUMENTED       CGS
 KW0857  HISTORY     - 20040517 GOOD             GEOCAC
 KW0857
 KW0857                          STATION DESCRIPTION
 KW0857
 KW0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0857'0.2 MI N FROM HARRISBURG.
 KW0857'ABOUT 0.2 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW0857'STATION AT HARRISBURG, AT THE 2ND STEEL POLE FOR AN ELECTRIC
 KW0857'CABLE SOUTH OF MEMORIAL BRIDGE, SET IN THE TOP OF THE
 KW0857'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF THE POLE, 78
 KW0857'FEET NORTH OF THE NORTHEAST CORNER OF A TWO STORY BRICK BUILDING
 KW0857'WHICH IS THE SWITCH TOWER, 25.2 FEET NORTH OF THE SOUTH END
 KW0857'OF A HIGH STONE RETAINING WALL, 18 FEET WEST OF THE WEST RAIL
 KW0857'OF THE MOST WESTERLY TRACK, 1.8 FEET EAST OF A STONE WALL, ABOUT
 KW0857'1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 KW0857
 KW0857                          STATION RECOVERY (2004)
 KW0857
 KW0857'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1706 ***********************************************************************
 KW1706  DESIGNATION -  F 331
 KW1706  PID         -  KW1706
 KW1706  STATE/COUNTY-  PA/JUNIATA
 KW1706  USGS QUAD   -  MEXICO (1979)
 KW1706
 KW1706                         *CURRENT SURVEY CONTROL
 KW1706  ___________________________________________________________________
 KW1706* NAD 83(1986)-  40 31 21.     (N)    077 20 00.     (W)     SCALED    
 KW1706* NAVD 88     -       130.792  (meters)     429.11   (feet)  ADJUSTED  
 KW1706  ___________________________________________________________________
 KW1706  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KW1706  DYNAMIC HT  -         130.729 (meters)     428.90  (feet)  COMP
 KW1706  MODELED GRAV-     980,145.7   (mgal)                       NAVD 88
 KW1706
 KW1706  VERT ORDER  -  FIRST     CLASS I
 KW1706
 KW1706.The horizontal coordinates were scaled from a topographic map and have
 KW1706.an estimated accuracy of +/- 6 seconds.
 KW1706
 KW1706.The orthometric height was determined by differential leveling
 KW1706.and adjusted by the National Geodetic Survey in June 1991..
 KW1706
 KW1706.The geoid height was determined by GEOID03.
 KW1706
 KW1706.The dynamic height is computed by dividing the NAVD 88
 KW1706.geopotential number by the normal gravity value computed on the
 KW1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1706.degrees latitude (g = 980.6199 gals.).
 KW1706
 KW1706.The modeled gravity was interpolated from observed gravity values.
 KW1706
 KW1706;                    North         East    Units  Estimated Accuracy
 KW1706;SPC PA S     -   132,120.      635,310.      MT  (+/- 180 meters Scaled)
 KW1706
 KW1706                          SUPERSEDED SURVEY CONTROL
 KW1706
 KW1706  NGVD 29 (??/??/??)  131.004  (m)          429.80   (f) ADJUSTED    1 1
 KW1706
 KW1706.Superseded values are not recommended for survey control.
 KW1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1706.See file dsdata.txt to determine how the superseded data were derived.
 KW1706
 KW1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK023883(NAD 83)
 KW1706_MARKER: DB = BENCH MARK DISK
 KW1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1706_STAMPING: F 331 1966
 KW1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1706+STABILITY: SURFACE MOTION
 KW1706
 KW1706  HISTORY     - Date     Condition        Report By
 KW1706  HISTORY     - 1966     MONUMENTED       CGS
 KW1706
 KW1706                          STATION DESCRIPTION
 KW1706
 KW1706'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1706'3.2 MI E FROM PORT ROYAL.
 KW1706'3.2 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATE
 KW1706'HIGHWAY 75 OVERPASS FOR THE RAILROAD AT PORT ROYAL, 0.2 MILE
 KW1706'SOUTHEAST OF MILEPOST 148, 5 RAILS SOUTHEAST OF AN ELECTRIC
 KW1706'SIGNAL CONTROL BOX, ON THE NORTHEAST SIDE OF A ROW OF SHRUBBERY,
 KW1706'7 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST
 KW1706'TRACK, 17 1/2 FEET WEST-NORTHWEST OF A TELEPHONE POLE BRACED BY
 KW1706'A GUY WIRE, 1.7 FEET SOUTHWEST OF A METAL WITNESS POST ABOUT 4 FEET
 KW1706'BELOW THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE
 KW1706'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0658 ***********************************************************************
 KX0658  DESIGNATION -  F 332
 KX0658  PID         -  KX0658
 KX0658  STATE/COUNTY-  PA/CLEARFIELD
 KX0658  USGS QUAD   -  CURWENSVILLE (1993)
 KX0658
 KX0658                         *CURRENT SURVEY CONTROL
 KX0658  ___________________________________________________________________
 KX0658* NAD 83(1986)-  40 58 28.     (N)    078 31 15.     (W)     SCALED    
 KX0658* NAVD 88     -       356.127  (meters)    1168.39   (feet)  ADJUSTED  
 KX0658  ___________________________________________________________________
 KX0658  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KX0658  DYNAMIC HT  -         355.957 (meters)    1167.84  (feet)  COMP
 KX0658  MODELED GRAV-     980,136.6   (mgal)                       NAVD 88
 KX0658
 KX0658  VERT ORDER  -  FIRST     CLASS I
 KX0658
 KX0658.The horizontal coordinates were scaled from a topographic map and have
 KX0658.an estimated accuracy of +/- 6 seconds.
 KX0658
 KX0658.The orthometric height was determined by differential leveling
 KX0658.and adjusted by the National Geodetic Survey in June 1991..
 KX0658
 KX0658.The geoid height was determined by GEOID03.
 KX0658
 KX0658.The dynamic height is computed by dividing the NAVD 88
 KX0658.geopotential number by the normal gravity value computed on the
 KX0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0658.degrees latitude (g = 980.6199 gals.).
 KX0658
 KX0658.The modeled gravity was interpolated from observed gravity values.
 KX0658
 KX0658;                    North         East    Units  Estimated Accuracy
 KX0658;SPC PA N     -    90,000.      535,120.      MT  (+/- 180 meters Scaled)
 KX0658
 KX0658                          SUPERSEDED SURVEY CONTROL
 KX0658
 KX0658  NGVD 29 (??/??/92)  356.295  (m)         1168.94   (f) ADJ UNCH    1 1
 KX0658
 KX0658.Superseded values are not recommended for survey control.
 KX0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0658.See file dsdata.txt to determine how the superseded data were derived.
 KX0658
 KX0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF085388(NAD 83)
 KX0658_MARKER: DB = BENCH MARK DISK
 KX0658_SETTING: 66 = SET IN ROCK OUTCROP
 KX0658_SP_SET: ROCK LEDGE
 KX0658_STAMPING: F 332 1966
 KX0658_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX0658+STABILITY: POSITION/ELEVATION WELL
 KX0658
 KX0658  HISTORY     - Date     Condition        Report By
 KX0658  HISTORY     - 1966     MONUMENTED       CGS
 KX0658
 KX0658                          STATION DESCRIPTION
 KX0658
 KX0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0658'0.1 MI NE FROM CURWENSVILLE.
 KX0658'0.1 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KX0658'THE STATION AT CURWENSVILLE, 1-1/3 POLES NORTHEAST OF MILEPOST
 KX0658'18/30, 7 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK,
 KX0658'SET IN THE TOP OF THE WEST CORNER OF A ROCK LEDGE, NEAR THE
 KX0658'MIDDLE AND ON THE SOUTHEAST BANK OF A CUT FOR THE RAILROAD, 6
 KX0658'RAILS NORTHEAST OF THE NORTHEAST END OF THE RAILROAD OVERPASS FOR
 KX0658'U.S. HIGHWAY 322, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2196 ***********************************************************************
 KW2196  DESIGNATION -  F 333
 KW2196  PID         -  KW2196
 KW2196  STATE/COUNTY-  PA/HUNTINGDON
 KW2196  USGS QUAD   -  MOUNT UNION (1971)
 KW2196
 KW2196                         *CURRENT SURVEY CONTROL
 KW2196  ___________________________________________________________________
 KW2196* NAD 83(1986)-  40 26 24.     (N)    077 56 16.     (W)     SCALED    
 KW2196* NAVD 88     -       184.269  (meters)     604.56   (feet)  ADJUSTED  
 KW2196  ___________________________________________________________________
 KW2196  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 KW2196  DYNAMIC HT  -         184.175 (meters)     604.25  (feet)  COMP
 KW2196  MODELED GRAV-     980,110.7   (mgal)                       NAVD 88
 KW2196
 KW2196  VERT ORDER  -  FIRST     CLASS I
 KW2196
 KW2196.The horizontal coordinates were scaled from a topographic map and have
 KW2196.an estimated accuracy of +/- 6 seconds.
 KW2196
 KW2196.The orthometric height was determined by differential leveling
 KW2196.and adjusted by the National Geodetic Survey in June 1991..
 KW2196
 KW2196.The geoid height was determined by GEOID03.
 KW2196
 KW2196.The dynamic height is computed by dividing the NAVD 88
 KW2196.geopotential number by the normal gravity value computed on the
 KW2196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2196.degrees latitude (g = 980.6199 gals.).
 KW2196
 KW2196.The modeled gravity was interpolated from observed gravity values.
 KW2196
 KW2196;                    North         East    Units  Estimated Accuracy
 KW2196;SPC PA S     -   122,900.      584,070.      MT  (+/- 180 meters Scaled)
 KW2196
 KW2196                          SUPERSEDED SURVEY CONTROL
 KW2196
 KW2196  NGVD 29 (??/??/??)  184.476  (m)          605.24   (f) ADJUSTED    1 1
 KW2196
 KW2196.Superseded values are not recommended for survey control.
 KW2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2196.See file dsdata.txt to determine how the superseded data were derived.
 KW2196
 KW2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK508807(NAD 83)
 KW2196_MARKER: DB = BENCH MARK DISK
 KW2196_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2196_SP_SET: ABUTMENT
 KW2196_STAMPING: F 333 1966
 KW2196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2196
 KW2196  HISTORY     - Date     Condition        Report By
 KW2196  HISTORY     - 1966     MONUMENTED       CGS
 KW2196
 KW2196                          STATION DESCRIPTION
 KW2196
 KW2196'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2196'5 MI SE FROM HUNTINGDON.
 KW2196'5.05 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW2196'STATION AT HUNTINGDON, 12 TELEPHONE POLES NORTHWEST OF MILEPOST
 KW2196'NUMBER 197, 9 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 KW2196'SET OF TRACKS, SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 KW2196'ABUTMENT OF RAILROAD BRIDGE NUMBER 197/29 FOR A PRIVATE ROAD, AND
 KW2196'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0112 ***********************************************************************
 KX0112  DESIGNATION -  F 334
 KX0112  PID         -  KX0112
 KX0112  STATE/COUNTY-  PA/CENTRE
 KX0112  USGS QUAD   -  SANDY RIDGE (1994)
 KX0112
 KX0112                         *CURRENT SURVEY CONTROL
 KX0112  ___________________________________________________________________
 KX0112* NAD 83(1986)-  40 47 17.     (N)    078 14 26.     (W)     SCALED    
 KX0112* NAVD 88     -       622.804  (meters)    2043.32   (feet)  ADJUSTED  
 KX0112  ___________________________________________________________________
 KX0112  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KX0112  DYNAMIC HT  -         622.467 (meters)    2042.21  (feet)  COMP
 KX0112  MODELED GRAV-     980,062.1   (mgal)                       NAVD 88
 KX0112
 KX0112  VERT ORDER  -  FIRST     CLASS I
 KX0112
 KX0112.The horizontal coordinates were scaled from a topographic map and have
 KX0112.an estimated accuracy of +/- 6 seconds.
 KX0112
 KX0112.The orthometric height was determined by differential leveling
 KX0112.and adjusted by the National Geodetic Survey in June 1991..
 KX0112
 KX0112.The geoid height was determined by GEOID03.
 KX0112
 KX0112.The dynamic height is computed by dividing the NAVD 88
 KX0112.geopotential number by the normal gravity value computed on the
 KX0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0112.degrees latitude (g = 980.6199 gals.).
 KX0112
 KX0112.The modeled gravity was interpolated from observed gravity values.
 KX0112
 KX0112;                    North         East    Units  Estimated Accuracy
 KX0112;SPC PA N     -    69,130.      558,600.      MT  (+/- 180 meters Scaled)
 KX0112
 KX0112                          SUPERSEDED SURVEY CONTROL
 KX0112
 KX0112  NGVD 29 (??/??/92)  622.950  (m)         2043.80   (f) ADJ UNCH    1 1
 KX0112
 KX0112.Superseded values are not recommended for survey control.
 KX0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0112.See file dsdata.txt to determine how the superseded data were derived.
 KX0112
 KX0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF328188(NAD 83)
 KX0112_MARKER: DB = BENCH MARK DISK
 KX0112_SETTING: 66 = SET IN ROCK OUTCROP
 KX0112_SP_SET: ROCK LEDGE
 KX0112_STAMPING: F 334 1966
 KX0112_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX0112+STABILITY: POSITION/ELEVATION WELL
 KX0112
 KX0112  HISTORY     - Date     Condition        Report By
 KX0112  HISTORY     - 1966     MONUMENTED       CGS
 KX0112
 KX0112                          STATION DESCRIPTION
 KX0112
 KX0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0112'5.8 MI S FROM OSCEOLA MILLS.
 KX0112'ABOUT 5.8 MILES SOUTH ALONG THE CLEARFIELD BRANCH OF THE PENNSYLVANIA
 KX0112'RAILROAD FROM THE FREIGHT STATION AT OSCEOLA MILLS, 0.1 MILE
 KX0112'SOUTHWEST OF THE CROSSING OF THE RAILROAD AND A ROAD AT SUMMIT
 KX0112'SIDEING, 43 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN LINE
 KX0112'TRACK, 18 FEET NORTHWEST OF THE NORTHWEST RAIL OF A SIDETRACK, SET
 KX0112'IN THE TOP OF A LEDGE AT THE BASE OF THE NORTHWEST ROCK WALL OF A
 KX0112'CUT FOR THE RAILROAD, 94 FEET NORTH AND ACROSS THE TRACKS FROM
 KX0112'MILEPOST NUMBER 13, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0350 ***********************************************************************
 MA0350  DESIGNATION -  F 335
 MA0350  PID         -  MA0350
 MA0350  STATE/COUNTY-  PA/CLEARFIELD
 MA0350  USGS QUAD   -  LUTHERSBURG (1986)
 MA0350
 MA0350                         *CURRENT SURVEY CONTROL
 MA0350  ___________________________________________________________________
 MA0350* NAD 83(1986)-  41 03 54.     (N)    078 41 54.     (W)     SCALED    
 MA0350* NAVD 88     -       522.669  (meters)    1714.79   (feet)  ADJUSTED  
 MA0350  ___________________________________________________________________
 MA0350  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 MA0350  DYNAMIC HT  -         522.411 (meters)    1713.94  (feet)  COMP
 MA0350  MODELED GRAV-     980,114.1   (mgal)                       NAVD 88
 MA0350
 MA0350  VERT ORDER  -  FIRST     CLASS I
 MA0350
 MA0350.The horizontal coordinates were scaled from a topographic map and have
 MA0350.an estimated accuracy of +/- 6 seconds.
 MA0350
 MA0350.The orthometric height was determined by differential leveling
 MA0350.and adjusted by the National Geodetic Survey in June 1991..
 MA0350
 MA0350.The geoid height was determined by GEOID03.
 MA0350
 MA0350.The dynamic height is computed by dividing the NAVD 88
 MA0350.geopotential number by the normal gravity value computed on the
 MA0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0350.degrees latitude (g = 980.6199 gals.).
 MA0350
 MA0350.The modeled gravity was interpolated from observed gravity values.
 MA0350
 MA0350;                    North         East    Units  Estimated Accuracy
 MA0350;SPC PA N     -   100,200.      520,290.      MT  (+/- 180 meters Scaled)
 MA0350
 MA0350                          SUPERSEDED SURVEY CONTROL
 MA0350
 MA0350  NGVD 29 (??/??/92)  522.820  (m)         1715.29   (f) ADJ UNCH    1 1
 MA0350
 MA0350.Superseded values are not recommended for survey control.
 MA0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0350.See file dsdata.txt to determine how the superseded data were derived.
 MA0350
 MA0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF933485(NAD 83)
 MA0350_MARKER: DB = BENCH MARK DISK
 MA0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0350_STAMPING: F 335 1966
 MA0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0350+STABILITY: SURFACE MOTION
 MA0350
 MA0350  HISTORY     - Date     Condition        Report By
 MA0350  HISTORY     - 1966     MONUMENTED       CGS
 MA0350  HISTORY     - 1967     GOOD             NGS
 MA0350
 MA0350                          STATION DESCRIPTION
 MA0350
 MA0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0350'7.6 MI SE FROM DU BOIS.
 MA0350'ABOUT 7.6 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0350'FROM THE UNION BANKING AND TRUST COMPANY BUILDING WHICH WAS
 MA0350'FORMERLY THE BALTIMORE AND OHIO RAILROAD STATION AT DU BOIS,
 MA0350'91 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF THE RAILROAD
 MA0350'AND GRAVELED ROAD T 359, 79 FEET NORTH OF THE NORTH RAIL OF THE
 MA0350'MAIN LINE TRACK, 51 FEET EAST OF THE CENTER LINE OF THE GRAVELED
 MA0350'ROAD, 68 FEET NORTHWEST OF THE 6TH TELEPHONE POLE WEST OF
 MA0350'MILEPOST 4/30, 7 1/2 FEET SOUTH OF A 24-INCH OAK TREE, 1.6 FEET
 MA0350'NORTH OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL
 MA0350'OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST WHICH
 MA0350'PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0652 ***********************************************************************
 MA0652  DESIGNATION -  F 336
 MA0652  PID         -  MA0652
 MA0652  STATE/COUNTY-  PA/MCKEAN
 MA0652  USGS QUAD   -  BRADFORD (1983)
 MA0652
 MA0652                         *CURRENT SURVEY CONTROL
 MA0652  ___________________________________________________________________
 MA0652* NAD 83(1986)-  41 57 29.     (N)    078 38 31.     (W)     SCALED    
 MA0652* NAVD 88     -       437.707  (meters)    1436.04   (feet)  ADJUSTED  
 MA0652  ___________________________________________________________________
 MA0652  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 MA0652  DYNAMIC HT  -         437.532 (meters)    1435.47  (feet)  COMP
 MA0652  MODELED GRAV-     980,208.5   (mgal)                       NAVD 88
 MA0652
 MA0652  VERT ORDER  -  FIRST     CLASS I
 MA0652
 MA0652.The horizontal coordinates were scaled from a topographic map and have
 MA0652.an estimated accuracy of +/- 6 seconds.
 MA0652
 MA0652.The orthometric height was determined by differential leveling
 MA0652.and adjusted by the National Geodetic Survey in June 1991..
 MA0652
 MA0652.The geoid height was determined by GEOID03.
 MA0652
 MA0652.The dynamic height is computed by dividing the NAVD 88
 MA0652.geopotential number by the normal gravity value computed on the
 MA0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0652.degrees latitude (g = 980.6199 gals.).
 MA0652
 MA0652.The modeled gravity was interpolated from observed gravity values.
 MA0652
 MA0652;                    North         East    Units  Estimated Accuracy
 MA0652;SPC PA N     -   199,330.      526,050.      MT  (+/- 180 meters Scaled)
 MA0652
 MA0652                          SUPERSEDED SURVEY CONTROL
 MA0652
 MA0652  NGVD 29 (??/??/92)  437.853  (m)         1436.52   (f) ADJ UNCH    1 1
 MA0652
 MA0652.Superseded values are not recommended for survey control.
 MA0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0652.See file dsdata.txt to determine how the superseded data were derived.
 MA0652
 MA0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG954478(NAD 83)
 MA0652_MARKER: DB = BENCH MARK DISK
 MA0652_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0652_SP_SET: ABUTMENT
 MA0652_STAMPING: F 336 1966
 MA0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0652
 MA0652  HISTORY     - Date     Condition        Report By
 MA0652  HISTORY     - 1966     MONUMENTED       CGS
 MA0652  HISTORY     - 1967     GOOD             NGS
 MA0652  HISTORY     - 19991005 MARK NOT FOUND   USPSQD
 MA0652
 MA0652                          STATION DESCRIPTION
 MA0652
 MA0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0652'0.2 MI NE FROM BRADFORD.
 MA0652'ABOUT 0.2 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0652'FROM THE STATION AT BRADFORD, 2 POLES SOUTH OF MILEPOST 122/30,
 MA0652'12 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST SET
 MA0652'OF TRACKS, SET IN THE TOP OF THE SOUTHEAST END OF THE WINGWALL
 MA0652'AT THE NORTHWEST END OF THE NORTHEAST ABUTMENT OF A RAILROAD
 MA0652'BRIDGE OVER A CREEK, 6 FEET NORTHWEST OF THE NORTHEAST END OF
 MA0652'THE BRIDGE, AND ABOUT 5 FEET BELOW THE LEVEL OF THE TRACKS.
 MA0652
 MA0652                          STATION RECOVERY (1999)
 MA0652
 MA0652'RECOVERY NOTE BY US POWER SQUADRON 1999
 MA0652'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0651 ***********************************************************************
 MA0651  DESIGNATION -  F 337
 MA0651  PID         -  MA0651
 MA0651  STATE/COUNTY-  PA/MCKEAN
 MA0651  USGS QUAD   -  BRADFORD (1983)
 MA0651
 MA0651                         *CURRENT SURVEY CONTROL
 MA0651  ___________________________________________________________________
 MA0651* NAD 83(1986)-  41 56 46.     (N)    078 40 14.     (W)     SCALED    
 MA0651* NAVD 88     -       448.442  (meters)    1471.26   (feet)  ADJUSTED  
 MA0651  ___________________________________________________________________
 MA0651  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 MA0651  DYNAMIC HT  -         448.260 (meters)    1470.67  (feet)  COMP
 MA0651  MODELED GRAV-     980,202.2   (mgal)                       NAVD 88
 MA0651
 MA0651  VERT ORDER  -  FIRST     CLASS I
 MA0651
 MA0651.The horizontal coordinates were scaled from a topographic map and have
 MA0651.an estimated accuracy of +/- 6 seconds.
 MA0651
 MA0651.The orthometric height was determined by differential leveling
 MA0651.and adjusted by the National Geodetic Survey in June 1991..
 MA0651
 MA0651.The geoid height was determined by GEOID03.
 MA0651
 MA0651.The dynamic height is computed by dividing the NAVD 88
 MA0651.geopotential number by the normal gravity value computed on the
 MA0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0651.degrees latitude (g = 980.6199 gals.).
 MA0651
 MA0651.The modeled gravity was interpolated from observed gravity values.
 MA0651
 MA0651;                    North         East    Units  Estimated Accuracy
 MA0651;SPC PA N     -   198,030.      523,670.      MT  (+/- 180 meters Scaled)
 MA0651
 MA0651                          SUPERSEDED SURVEY CONTROL
 MA0651
 MA0651  NGVD 29 (??/??/92)  448.585  (m)         1471.73   (f) ADJ UNCH    1 1
 MA0651
 MA0651.Superseded values are not recommended for survey control.
 MA0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0651.See file dsdata.txt to determine how the superseded data were derived.
 MA0651
 MA0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG930464(NAD 83)
 MA0651_MARKER: DB = BENCH MARK DISK
 MA0651_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0651_SP_SET: CONCRETE FOUNDATION BLOCK
 MA0651_STAMPING: F 337 1966
 MA0651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0651
 MA0651  HISTORY     - Date     Condition        Report By
 MA0651  HISTORY     - 1966     MONUMENTED       CGS
 MA0651  HISTORY     - 1967     GOOD             NGS
 MA0651  HISTORY     - 19951011 GOOD             USPSQD
 MA0651  HISTORY     - 20040308 MARK NOT FOUND   USPSQD
 MA0651
 MA0651                          STATION DESCRIPTION
 MA0651
 MA0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0651'2.2 MI W FROM BRADFORD.
 MA0651'ABOUT 2.2 MILES WEST ALONG STATE HIGHWAY 346 FROM THE BALTIMORE
 MA0651'AND OHIO RAILROAD STATION AT BRADFORD, THENCE 0.1 MILE SOUTHEAST
 MA0651'ALONG DOROTHY LANE ROAD, AT THE SOUTHEAST EDGE OF THE HARRI-EMERY
 MA0651'AIRPORT 234 FEET SOUTH OF THE SOUTH CORNER OF THE SOUTHEAST
 MA0651'HANGAR, SET IN THE TOP OF A CONCRETE FOUNDATION BLOCK AT THE
 MA0651'SOUTH CORNER OF AN ABANDONED CONCRETE HANGAR FOUNDATION, 20 FEET
 MA0651'SOUTHEAST OF THE CENTER LINE OF A GRAVELED ROAD 4.7 FEET NORTHWEST
 MA0651'OF A METAL WITNESS POST, AND ABOUT LEVEL WITH THE GRAVELED ROAD.
 MA0651
 MA0651                          STATION RECOVERY (1995)
 MA0651
 MA0651'RECOVERY NOTE BY US POWER SQUADRON 1995
 MA0651'RECOVERED IN GOOD CONDITION.
 MA0651
 MA0651                          STATION RECOVERY (2004)
 MA0651
 MA0651'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0651'EXTENSIVE BUILDING CONSTRUCTION UNDER WAY IN AREA OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0387 ***********************************************************************
 MA0387  DESIGNATION -  F 338
 MA0387  PID         -  MA0387
 MA0387  STATE/COUNTY-  PA/JEFFERSON
 MA0387  USGS QUAD   -  CARMAN (1994)
 MA0387
 MA0387                         *CURRENT SURVEY CONTROL
 MA0387  ___________________________________________________________________
 MA0387* NAD 83(1986)-  41 16 46.     (N)    078 49 39.     (W)     SCALED    
 MA0387* NAVD 88     -       444.748  (meters)    1459.14   (feet)  ADJUSTED  
 MA0387  ___________________________________________________________________
 MA0387  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 MA0387  DYNAMIC HT  -         444.546 (meters)    1458.48  (feet)  COMP
 MA0387  MODELED GRAV-     980,157.3   (mgal)                       NAVD 88
 MA0387
 MA0387  VERT ORDER  -  FIRST     CLASS I
 MA0387
 MA0387.The horizontal coordinates were scaled from a topographic map and have
 MA0387.an estimated accuracy of +/- 6 seconds.
 MA0387
 MA0387.The orthometric height was determined by differential leveling
 MA0387.and adjusted by the National Geodetic Survey in June 1991..
 MA0387
 MA0387.The geoid height was determined by GEOID03.
 MA0387
 MA0387.The dynamic height is computed by dividing the NAVD 88
 MA0387.geopotential number by the normal gravity value computed on the
 MA0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0387.degrees latitude (g = 980.6199 gals.).
 MA0387
 MA0387.The modeled gravity was interpolated from observed gravity values.
 MA0387
 MA0387;                    North         East    Units  Estimated Accuracy
 MA0387;SPC PA N     -   124,140.      509,730.      MT  (+/- 180 meters Scaled)
 MA0387
 MA0387                          SUPERSEDED SURVEY CONTROL
 MA0387
 MA0387  NGVD 29 (??/??/92)  444.901  (m)         1459.65   (f) ADJ UNCH    1 1
 MA0387
 MA0387.Superseded values are not recommended for survey control.
 MA0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0387.See file dsdata.txt to determine how the superseded data were derived.
 MA0387
 MA0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF819720(NAD 83)
 MA0387_MARKER: DB = BENCH MARK DISK
 MA0387_SETTING: 66 = SET IN ROCK OUTCROP
 MA0387_SP_SET: ROCK CUT
 MA0387_STAMPING: F 338 1966
 MA0387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA0387+STABILITY: POSITION/ELEVATION WELL
 MA0387
 MA0387  HISTORY     - Date     Condition        Report By
 MA0387  HISTORY     - 1966     MONUMENTED       CGS
 MA0387  HISTORY     - 1967     GOOD             NGS
 MA0387
 MA0387                          STATION DESCRIPTION
 MA0387
 MA0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0387'2.6 MI NW FROM BROCKWAY.
 MA0387'ABOUT 2.65 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0387'FROM THE STATION AT BROCKWAY, 4 TELEPHONE POLES NORTH OF MILEPOST
 MA0387'191, 5 RAILS SOUTH OF A METAL TELEPHONE BOX, NEAR THE CENTER
 MA0387'OF A ROCK CUT FOR THE RAILROAD, 16 FEET WEST OF THE WEST RAIL
 MA0387'OF THE WEST SET OF TRACKS, SET IN THE TOP OF A 5-INCH LEDGE
 MA0387'ON THE EAST FACE OF A ROCK WALL, AND ABOUT 4 1/2 FEET ABOVE
 MA0387'THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0418 ***********************************************************************
 MA0418  DESIGNATION -  F 339
 MA0418  PID         -  MA0418
 MA0418  STATE/COUNTY-  PA/ELK
 MA0418  USGS QUAD   -  PORTLAND MILLS (1969)
 MA0418
 MA0418                         *CURRENT SURVEY CONTROL
 MA0418  ___________________________________________________________________
 MA0418* NAD 83(1986)-  41 26 01.     (N)    078 45 35.     (W)     SCALED    
 MA0418* NAVD 88     -       489.230  (meters)    1605.08   (feet)  ADJUSTED  
 MA0418  ___________________________________________________________________
 MA0418  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 MA0418  DYNAMIC HT  -         489.017 (meters)    1604.38  (feet)  COMP
 MA0418  MODELED GRAV-     980,172.5   (mgal)                       NAVD 88
 MA0418
 MA0418  VERT ORDER  -  FIRST     CLASS I
 MA0418
 MA0418.The horizontal coordinates were scaled from a topographic map and have
 MA0418.an estimated accuracy of +/- 6 seconds.
 MA0418
 MA0418.The orthometric height was determined by differential leveling
 MA0418.and adjusted by the National Geodetic Survey in June 1991..
 MA0418
 MA0418.The geoid height was determined by GEOID03.
 MA0418
 MA0418.The dynamic height is computed by dividing the NAVD 88
 MA0418.geopotential number by the normal gravity value computed on the
 MA0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0418.degrees latitude (g = 980.6199 gals.).
 MA0418
 MA0418.The modeled gravity was interpolated from observed gravity values.
 MA0418
 MA0418;                    North         East    Units  Estimated Accuracy
 MA0418;SPC PA N     -   141,190.      515,610.      MT  (+/- 180 meters Scaled)
 MA0418
 MA0418                          SUPERSEDED SURVEY CONTROL
 MA0418
 MA0418  NGVD 29 (??/??/92)  489.391  (m)         1605.61   (f) ADJ UNCH    1 1
 MA0418
 MA0418.Superseded values are not recommended for survey control.
 MA0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0418.See file dsdata.txt to determine how the superseded data were derived.
 MA0418
 MA0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF871893(NAD 83)
 MA0418_MARKER: DB = BENCH MARK DISK
 MA0418_SETTING: 80 = SET IN A BOULDER
 MA0418_SP_SET: BOULDER
 MA0418_STAMPING: F 339 1966
 MA0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0418+STABILITY: SURFACE MOTION
 MA0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0418+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2005
 MA0418
 MA0418  HISTORY     - Date     Condition        Report By
 MA0418  HISTORY     - 1966     MONUMENTED       CGS
 MA0418  HISTORY     - 1967     GOOD             NGS
 MA0418  HISTORY     - 20050414 GOOD             USPSQD
 MA0418
 MA0418                          STATION DESCRIPTION
 MA0418
 MA0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0418'2 MI NW FROM RIDGWAY.
 MA0418'ABOUT 0.1 MILE NORTHWEST ALONG SOUTH MILL AVENUE FROM THE POST
 MA0418'OFFICE AT RIDGWAY, THENCE 0.9 MILE WEST ALONG WEST MAIN STREET,
 MA0418'THENCE 0.95 MILE NORTHWEST ALONG COUNTY ROAD 24015, AT TWO SETS
 MA0418'OF POWER LINES CROSSING THE ROAD, 205 FEET SOUTHWEST OF THE
 MA0418'CENTER LINE OF THE ROAD, SET IN THE TOP OF A 3- BY 4-FOOT BOULDER
 MA0418'WHICH PROJECTS ABOUT 8 INCHES, 78 FEET SOUTHWEST AND IN LINE
 MA0418'WITH THE MOST SOUTHEASTERLY OF 4 POWER POLES, 36 FEET NORTHWEST
 MA0418'OF A FENCE, AND ABOUT 7 FEET ABOVE THE LEVEL OF THE ROAD.
 MA0418
 MA0418                          STATION RECOVERY (2005)
 MA0418
 MA0418'RECOVERY NOTE BY US POWER SQUADRON 2005 (RA)
 MA0418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0690 ***********************************************************************
 LZ0690  DESIGNATION -  F 34
 LZ0690  PID         -  LZ0690
 LZ0690  STATE/COUNTY-  PA/TIOGA
 LZ0690  USGS QUAD   -  KNOXVILLE (1969)
 LZ0690
 LZ0690                         *CURRENT SURVEY CONTROL
 LZ0690  ___________________________________________________________________
 LZ0690* NAD 83(1986)-  41 56 17.     (N)    077 29 00.     (W)     SCALED    
 LZ0690* NAVD 88     -       391.206  (meters)    1283.48   (feet)  ADJUSTED  
 LZ0690  ___________________________________________________________________
 LZ0690  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 LZ0690  DYNAMIC HT  -         391.053 (meters)    1282.98  (feet)  COMP
 LZ0690  MODELED GRAV-     980,219.5   (mgal)                       NAVD 88
 LZ0690
 LZ0690  VERT ORDER  -  SECOND    CLASS 0
 LZ0690
 LZ0690.The horizontal coordinates were scaled from a topographic map and have
 LZ0690.an estimated accuracy of +/- 6 seconds.
 LZ0690
 LZ0690.The orthometric height was determined by differential leveling
 LZ0690.and adjusted by the National Geodetic Survey in June 1991..
 LZ0690
 LZ0690.The geoid height was determined by GEOID03.
 LZ0690
 LZ0690.The dynamic height is computed by dividing the NAVD 88
 LZ0690.geopotential number by the normal gravity value computed on the
 LZ0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0690.degrees latitude (g = 980.6199 gals.).
 LZ0690
 LZ0690.The modeled gravity was interpolated from observed gravity values.
 LZ0690
 LZ0690;                    North         East    Units  Estimated Accuracy
 LZ0690;SPC PA N     -   196,760.      622,120.      MT  (+/- 180 meters Scaled)
 LZ0690
 LZ0690                          SUPERSEDED SURVEY CONTROL
 LZ0690
 LZ0690  NGVD 29 (??/??/92)  391.345  (m)         1283.94   (f) ADJ UNCH    2 0
 LZ0690
 LZ0690.Superseded values are not recommended for survey control.
 LZ0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0690.See file dsdata.txt to determine how the superseded data were derived.
 LZ0690
 LZ0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM941458(NAD 83)
 LZ0690_MARKER: DB = BENCH MARK DISK
 LZ0690_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0690_SP_SET: ABUTMENT
 LZ0690_STAMPING: F 34 1934
 LZ0690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0690
 LZ0690  HISTORY     - Date     Condition        Report By
 LZ0690  HISTORY     - 1934     MONUMENTED       CGS
 LZ0690
 LZ0690                          STATION DESCRIPTION
 LZ0690
 LZ0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0690'3.5 MI NE FROM WESTFIELD.
 LZ0690'ABOUT 3.5 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 LZ0690'FROM WESTFIELD, TIOGA COUNTY, ABOUT 1,100 FEET EAST OF MILEPOST
 LZ0690'C 21, AT 130-FOOT THROUGH PLATE-GIRDER BRIDGE C 35, IN THE TOP
 LZ0690'OF THE SOUTH END OF THE EAST ABUTMENT, 10 FEET SOUTH OF THE SOUTH
 LZ0690'RAIL, AND 2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 LZ0690'DISK, STAMPED F 34 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0984 ***********************************************************************
 KX0984  DESIGNATION -  F 341
 KX0984  PID         -  KX0984
 KX0984  STATE/COUNTY-  PA/WESTMORELAND
 KX0984  USGS QUAD   -  BOLIVAR (1993)
 KX0984
 KX0984                         *CURRENT SURVEY CONTROL
 KX0984  ___________________________________________________________________
 KX0984* NAD 83(1986)-  40 24 44.     (N)    079 10 59.     (W)     SCALED    
 KX0984* NAVD 88     -       334.324  (meters)    1096.86   (feet)  ADJUSTED  
 KX0984  ___________________________________________________________________
 KX0984  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 KX0984  DYNAMIC HT  -         334.148 (meters)    1096.28  (feet)  COMP
 KX0984  MODELED GRAV-     980,089.1   (mgal)                       NAVD 88
 KX0984
 KX0984  VERT ORDER  -  FIRST     CLASS I
 KX0984
 KX0984.The horizontal coordinates were scaled from a topographic map and have
 KX0984.an estimated accuracy of +/- 6 seconds.
 KX0984
 KX0984.The orthometric height was determined by differential leveling
 KX0984.and adjusted by the National Geodetic Survey in June 1991..
 KX0984
 KX0984.The geoid height was determined by GEOID03.
 KX0984
 KX0984.The dynamic height is computed by dividing the NAVD 88
 KX0984.geopotential number by the normal gravity value computed on the
 KX0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0984.degrees latitude (g = 980.6199 gals.).
 KX0984
 KX0984.The modeled gravity was interpolated from observed gravity values.
 KX0984
 KX0984;                    North         East    Units  Estimated Accuracy
 KX0984;SPC PA S     -   120,780.      478,380.      MT  (+/- 180 meters Scaled)
 KX0984
 KX0984                          SUPERSEDED SURVEY CONTROL
 KX0984
 KX0984  NGVD 29 (??/??/92)  334.491  (m)         1097.41   (f) ADJ UNCH    1 1
 KX0984
 KX0984.Superseded values are not recommended for survey control.
 KX0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0984.See file dsdata.txt to determine how the superseded data were derived.
 KX0984
 KX0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE541750(NAD 83)
 KX0984_MARKER: DB = BENCH MARK DISK
 KX0984_SETTING: 66 = SET IN ROCK OUTCROP
 KX0984_SP_SET: ROCK CUT
 KX0984_STAMPING: F 341 1966
 KX0984_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX0984+STABILITY: POSITION/ELEVATION WELL
 KX0984
 KX0984  HISTORY     - Date     Condition        Report By
 KX0984  HISTORY     - 1966     MONUMENTED       CGS
 KX0984
 KX0984                          STATION DESCRIPTION
 KX0984
 KX0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0984'2.7 MI NW FROM BOLIVAR.
 KX0984'2.7 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0984'RAILROAD OVERPASS OVER STATE HIGHWAY 259, ABOUT 0.45 MILE WEST
 KX0984'OF MILEPOST 297, ABOUT 0.15 MILE EAST OF WHERE THE TELEGRAPH
 KX0984'LINES CROSSES THE TRACKS, SET VERTICALLY IN THE NORTH FACE OF THE
 KX0984'ROCK PART OF A CUT THAT IS ABOUT 0.2 MILE LONG AND 15 FEET HIGH,
 KX0984'ABOUT 60 YARDS WEST OF THE EAST END OF THE ROCK, ABOUT 45 YARDS
 KX0984'WEST OF THE WEST END OF A LARGE SIGNAL CONTROL BOX, 37.5 FEET
 KX0984'SOUTH OF THE SOUTH RAIL OF THE SOUTH ONE OF THREE TRACKS, 2 FEET
 KX0984'ABOVE THE GROUND AND ABOUT 2 FEET ABOVE THE TRACK.  NOTE-- THIS
 KX0984'MARK MAY ALSO BE REACHED 2.8 MILES EAST ALONG THE PENNSYLVANIA
 KX0984'RAILROAD FROM THE BLACKTOP ROAD OVERPASS OVER THE TRACKS AT
 KX0984'TORRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1216 ***********************************************************************
 KX1216  DESIGNATION -  F 342
 KX1216  PID         -  KX1216
 KX1216  STATE/COUNTY-  PA/WESTMORELAND
 KX1216  USGS QUAD   -  IRWIN (1979)
 KX1216
 KX1216                         *CURRENT SURVEY CONTROL
 KX1216  ___________________________________________________________________
 KX1216* NAD 83(1986)-  40 19 50.     (N)    079 39 06.     (W)     SCALED    
 KX1216* NAVD 88     -       299.784  (meters)     983.54   (feet)  ADJUSTED  
 KX1216  ___________________________________________________________________
 KX1216  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KX1216  DYNAMIC HT  -         299.625 (meters)     983.02  (feet)  COMP
 KX1216  MODELED GRAV-     980,085.0   (mgal)                       NAVD 88
 KX1216
 KX1216  VERT ORDER  -  FIRST     CLASS I
 KX1216
 KX1216.The horizontal coordinates were scaled from a topographic map and have
 KX1216.an estimated accuracy of +/- 6 seconds.
 KX1216
 KX1216.The orthometric height was determined by differential leveling
 KX1216.and adjusted by the National Geodetic Survey in June 1991..
 KX1216
 KX1216.The geoid height was determined by GEOID03.
 KX1216
 KX1216.The dynamic height is computed by dividing the NAVD 88
 KX1216.geopotential number by the normal gravity value computed on the
 KX1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1216.degrees latitude (g = 980.6199 gals.).
 KX1216
 KX1216.The modeled gravity was interpolated from observed gravity values.
 KX1216
 KX1216;                    North         East    Units  Estimated Accuracy
 KX1216;SPC PA S     -   112,470.      438,410.      MT  (+/- 180 meters Scaled)
 KX1216
 KX1216                          SUPERSEDED SURVEY CONTROL
 KX1216
 KX1216  NGVD 29 (??/??/92)  299.951  (m)          984.09   (f) ADJ UNCH    1 1
 KX1216
 KX1216.Superseded values are not recommended for survey control.
 KX1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1216.See file dsdata.txt to determine how the superseded data were derived.
 KX1216
 KX1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE145653(NAD 83)
 KX1216_MARKER: DB = BENCH MARK DISK
 KX1216_SETTING: 66 = SET IN ROCK OUTCROP
 KX1216_SP_SET: ROCK LEDGE
 KX1216_STAMPING: F 342 1966
 KX1216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX1216+STABILITY: POSITION/ELEVATION WELL
 KX1216
 KX1216  HISTORY     - Date     Condition        Report By
 KX1216  HISTORY     - 1966     MONUMENTED       CGS
 KX1216  HISTORY     - 1972     GOOD             PADT
 KX1216
 KX1216                          STATION DESCRIPTION
 KX1216
 KX1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX1216'2 MI W FROM JEANNETTE.
 KX1216'ABOUT 2.0 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1216'STATION AT JEANNETTE, ABOUT 0.25 MILE WEST OF MILEPOST NO. 328,
 KX1216'ABOUT 12 1/2 RAILS EAST OF A BLACKTOP ROAD CROSSING, ABOUT 9 RAILS
 KX1216'EAST OF SIGNAL BRIDGE NO. 3284, SET IN THE TOP OF A FLAT ROCK
 KX1216'LEDGE AT THE BASE OF A ROCK CUT THAT IS ABOUT 125 FEET LONG AND
 KX1216'15 FEET HIGH, 9.1 FEET NORTH OF THE NORTH RAIL OF THE NORTH ONE
 KX1216'OF 4 TRACKS, 6 FEET WEST OF A CORNER WHERE THE SHEER FACE OF THE
 KX1216'CUT IS AT AN ANGLE TO THE TRACK, 0.6 FOOT NORTH OF THE SOUTH
 KX1216'EDGE OF THE LEDGE AND 1 1/2 FEET BELOW LEVEL OF TRACK.
 KX1216
 KX1216                          STATION RECOVERY (1972)
 KX1216
 KX1216'RECOVERY NOTE BY PA DEPT OF TRANSP 1972
 KX1216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1268 ***********************************************************************
 KX1268  DESIGNATION -  F 343
 KX1268  PID         -  KX1268
 KX1268  STATE/COUNTY-  PA/ALLEGHENY
 KX1268  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1268
 KX1268                         *CURRENT SURVEY CONTROL
 KX1268  ___________________________________________________________________
 KX1268* NAD 83(1986)-  40 26 02.     (N)    079 59 23.     (W)     SCALED    
 KX1268* NAVD 88     -       224.729  (meters)     737.30   (feet)  ADJUSTED  
 KX1268  ___________________________________________________________________
 KX1268  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KX1268  DYNAMIC HT  -         224.612 (meters)     736.91  (feet)  COMP
 KX1268  MODELED GRAV-     980,100.5   (mgal)                       NAVD 88
 KX1268
 KX1268  VERT ORDER  -  FIRST     CLASS I
 KX1268
 KX1268.The horizontal coordinates were scaled from a topographic map and have
 KX1268.an estimated accuracy of +/- 6 seconds.
 KX1268
 KX1268.The orthometric height was determined by differential leveling
 KX1268.and adjusted by the National Geodetic Survey in June 1991..
 KX1268
 KX1268.The geoid height was determined by GEOID03.
 KX1268
 KX1268.The dynamic height is computed by dividing the NAVD 88
 KX1268.geopotential number by the normal gravity value computed on the
 KX1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1268.degrees latitude (g = 980.6199 gals.).
 KX1268
 KX1268.The modeled gravity was interpolated from observed gravity values.
 KX1268
 KX1268;                    North         East    Units  Estimated Accuracy
 KX1268;SPC PA S     -   124,610.      409,990.      MT  (+/- 180 meters Scaled)
 KX1268
 KX1268                          SUPERSEDED SURVEY CONTROL
 KX1268
 KX1268  NGVD 29 (??/??/92)  224.892  (m)          737.83   (f) ADJ UNCH    1 1
 KX1268
 KX1268.Superseded values are not recommended for survey control.
 KX1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1268.See file dsdata.txt to determine how the superseded data were derived.
 KX1268
 KX1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE856764(NAD 83)
 KX1268_MARKER: DB = BENCH MARK DISK
 KX1268_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1268_SP_SET: PIER
 KX1268_STAMPING: F 343 1966
 KX1268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1268
 KX1268  HISTORY     - Date     Condition        Report By
 KX1268  HISTORY     - 1966     MONUMENTED       CGS
 KX1268
 KX1268                          STATION DESCRIPTION
 KX1268
 KX1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX1268'AT PITTSBURGH.
 KX1268'ABOUT 0.4 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD
 KX1268'FROM THE STATION AT PITTSBURGH, ABOUT 17 YARDS WEST OF THE
 KX1268'WEST EDGE OF THE 10TH STREET BRIDGE, SET VERTICALY IN THE
 KX1268'SOUTH FACE OF THE FIRST PIER WEST OF THE BRIDGE UNDER THE
 KX1268'ELEVATED PORTION OF INTERSTATE HIGHWAY 76, 36 FEET NORTH OF THE
 KX1268'NORTH RAIL OF THE NORTH ONE OF SEVERAL TRACKS IN THE FREIGHT
 KX1268'YARDS, 2 FEET ABOVE THE GROUND AND 3 FEET ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0036 ***********************************************************************
 KX0036  DESIGNATION -  F 344
 KX0036  PID         -  KX0036
 KX0036  STATE/COUNTY-  PA/BLAIR
 KX0036  USGS QUAD   -  TIPTON (1988)
 KX0036
 KX0036                         *CURRENT SURVEY CONTROL
 KX0036  ___________________________________________________________________
 KX0036* NAD 83(1986)-  40 38 27.     (N)    078 16 54.     (W)     SCALED    
 KX0036* NAVD 88     -       297.333  (meters)     975.50   (feet)  ADJUSTED  
 KX0036  ___________________________________________________________________
 KX0036  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KX0036  DYNAMIC HT  -         297.180 (meters)     975.00  (feet)  COMP
 KX0036  MODELED GRAV-     980,101.7   (mgal)                       NAVD 88
 KX0036
 KX0036  VERT ORDER  -  FIRST     CLASS I
 KX0036
 KX0036.The horizontal coordinates were scaled from a topographic map and have
 KX0036.an estimated accuracy of +/- 6 seconds.
 KX0036
 KX0036.The orthometric height was determined by differential leveling
 KX0036.and adjusted by the National Geodetic Survey in June 1991..
 KX0036
 KX0036.The geoid height was determined by GEOID03.
 KX0036
 KX0036.The dynamic height is computed by dividing the NAVD 88
 KX0036.geopotential number by the normal gravity value computed on the
 KX0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0036.degrees latitude (g = 980.6199 gals.).
 KX0036
 KX0036.The modeled gravity was interpolated from observed gravity values.
 KX0036
 KX0036;                    North         East    Units  Estimated Accuracy
 KX0036;SPC PA S     -   145,320.      555,030.      MT  (+/- 180 meters Scaled)
 KX0036
 KX0036                          SUPERSEDED SURVEY CONTROL
 KX0036
 KX0036  NGVD 29 (??/??/92)  297.500  (m)          976.05   (f) ADJ UNCH    1 1
 KX0036
 KX0036.Superseded values are not recommended for survey control.
 KX0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0036.See file dsdata.txt to determine how the superseded data were derived.
 KX0036
 KX0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF298024(NAD 83)
 KX0036_MARKER: DB = BENCH MARK DISK
 KX0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0036_STAMPING: F 344 1966
 KX0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0036+STABILITY: SURFACE MOTION
 KX0036
 KX0036  HISTORY     - Date     Condition        Report By
 KX0036  HISTORY     - 1966     MONUMENTED       CGS
 KX0036
 KX0036                          STATION DESCRIPTION
 KX0036
 KX0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0036'3 MI SW FROM TYRONE.
 KX0036'ABOUT 3.0 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX0036'THE STATION AT TYRONE, NEAR A DIM ROAD CROSSING, 257 FEET
 KX0036'SOUTHWEST OF MILEPOST 225, 69 FEET NORTH OF THE CENTER OF THE
 KX0036'ROAD CROSSING TRACK, 63 FEET NORTHEAST OF THE CENTER LINE OF THE
 KX0036'ROAD, 10 FEET NORTHWEST OF THE NORTHWEST RAIL, 3 FEET NORTHEAST
 KX0036'OF A TELEPHONE POLE, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 KX0036'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 KX0036'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0255 ***********************************************************************
 KX0255  DESIGNATION -  F 345
 KX0255  PID         -  KX0255
 KX0255  STATE/COUNTY-  PA/BLAIR
 KX0255  USGS QUAD   -  HOLLIDAYSBURG (1981)
 KX0255
 KX0255                         *CURRENT SURVEY CONTROL
 KX0255  ___________________________________________________________________
 KX0255* NAD 83(1986)-  40 29 41.     (N)    078 27 23.     (W)     SCALED    
 KX0255* NAVD 88     -       445.112  (meters)    1460.34   (feet)  ADJUSTED  
 KX0255  ___________________________________________________________________
 KX0255  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KX0255  DYNAMIC HT  -         444.867 (meters)    1459.53  (feet)  COMP
 KX0255  MODELED GRAV-     980,061.1   (mgal)                       NAVD 88
 KX0255
 KX0255  VERT ORDER  -  FIRST     CLASS I
 KX0255
 KX0255.The horizontal coordinates were scaled from a topographic map and have
 KX0255.an estimated accuracy of +/- 6 seconds.
 KX0255
 KX0255.The orthometric height was determined by differential leveling
 KX0255.and adjusted by the National Geodetic Survey in June 1991..
 KX0255
 KX0255.The geoid height was determined by GEOID03.
 KX0255
 KX0255.The dynamic height is computed by dividing the NAVD 88
 KX0255.geopotential number by the normal gravity value computed on the
 KX0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0255.degrees latitude (g = 980.6199 gals.).
 KX0255
 KX0255.The modeled gravity was interpolated from observed gravity values.
 KX0255
 KX0255;                    North         East    Units  Estimated Accuracy
 KX0255;SPC PA S     -   129,200.      540,120.      MT  (+/- 180 meters Scaled)
 KX0255
 KX0255                          SUPERSEDED SURVEY CONTROL
 KX0255
 KX0255  NGVD 29 (??/??/92)  445.257  (m)         1460.81   (f) ADJ UNCH    1 1
 KX0255
 KX0255.Superseded values are not recommended for survey control.
 KX0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0255.See file dsdata.txt to determine how the superseded data were derived.
 KX0255
 KX0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE155857(NAD 83)
 KX0255_MARKER: DB = BENCH MARK DISK
 KX0255_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KX0255_SP_SET: 8 FEET
 KX0255_STAMPING: F 345 1966
 KX0255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0255
 KX0255  HISTORY     - Date     Condition        Report By
 KX0255  HISTORY     - 1966     MONUMENTED       CGS
 KX0255
 KX0255                          STATION DESCRIPTION
 KX0255
 KX0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0255'3.6 MI SW FROM ALTOONA.
 KX0255'3.6 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0255'STATION AT ALTOONA, NEAR MILEPOST 240, 39 FEET NORTH OF THE
 KX0255'NORTH RAIL OF THE NORTH TRACK, 40.2 FEET NORTHWEST OF THE
 KX0255'MILEPOST, 3 FEET EAST OF A CABLE LINE POLE, 1.2 FEET WEST OF A
 KX0255'METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE TRACK AND IS
 KX0255'A DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING 3
 KX0255'INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 6 INCH
 KX0255'PIPE WHICH PROJECTS 3 INCHES ABOVE THE LEVEL OF THE GROUND.  THE
 KX0255'ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 8 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0458 ***********************************************************************
 KX0458  DESIGNATION -  F 346
 KX0458  PID         -  KX0458
 KX0458  STATE/COUNTY-  PA/CAMBRIA
 KX0458  USGS QUAD   -  JOHNSTOWN (1981)
 KX0458
 KX0458                         *CURRENT SURVEY CONTROL
 KX0458  ___________________________________________________________________
 KX0458* NAD 83(1986)-  40 21 09.     (N)    078 52 49.     (W)     SCALED    
 KX0458* NAVD 88     -       379.665  (meters)    1245.62   (feet)  ADJUSTED  
 KX0458  ___________________________________________________________________
 KX0458  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KX0458  DYNAMIC HT  -         379.460 (meters)    1244.94  (feet)  COMP
 KX0458  MODELED GRAV-     980,075.0   (mgal)                       NAVD 88
 KX0458
 KX0458  VERT ORDER  -  FIRST     CLASS I
 KX0458
 KX0458.The horizontal coordinates were scaled from a topographic map and have
 KX0458.an estimated accuracy of +/- 6 seconds.
 KX0458
 KX0458.The orthometric height was determined by differential leveling
 KX0458.and adjusted by the National Geodetic Survey in June 1991..
 KX0458
 KX0458.The geoid height was determined by GEOID03.
 KX0458
 KX0458.The dynamic height is computed by dividing the NAVD 88
 KX0458.geopotential number by the normal gravity value computed on the
 KX0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0458.degrees latitude (g = 980.6199 gals.).
 KX0458
 KX0458.The modeled gravity was interpolated from observed gravity values.
 KX0458
 KX0458;                    North         East    Units  Estimated Accuracy
 KX0458;SPC PA S     -   113,780.      503,990.      MT  (+/- 180 meters Scaled)
 KX0458
 KX0458                          SUPERSEDED SURVEY CONTROL
 KX0458
 KX0458  NGVD 29 (??/??/92)  379.829  (m)         1246.16   (f) ADJ UNCH    1 1
 KX0458
 KX0458.Superseded values are not recommended for survey control.
 KX0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0458.See file dsdata.txt to determine how the superseded data were derived.
 KX0458
 KX0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE800690(NAD 83)
 KX0458_MARKER: DB = BENCH MARK DISK
 KX0458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0458_SP_SET: CULVERT
 KX0458_STAMPING: F 346 1966
 KX0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0458
 KX0458  HISTORY     - Date     Condition        Report By
 KX0458  HISTORY     - 1966     MONUMENTED       CGS
 KX0458
 KX0458                          STATION DESCRIPTION
 KX0458
 KX0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0458'2.9 MI NE FROM JOHNSTOWN.
 KX0458'ABOUT 2.9 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX0458'THE STATION AT JOHNSTOWN, SET ON THE TOP OF THE NORTHEAST END
 KX0458'OF THE NORTHWEST CONCRETE HEAD WALL FOR A 15-FOOT BOX CULVERT UNDER
 KX0458'THE TRACKS, 8.4 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 KX0458'NORTHWEST TRACK, 21 FEET SOUTHWEST OF THE WEST CONCRETE BASE FOR
 KX0458'SIGNAL BRIDGE NO. 272-2 AND 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0037 ***********************************************************************
 KY0037  DESIGNATION -  F 347
 KY0037  PID         -  KY0037
 KY0037  STATE/COUNTY-  PA/BEAVER
 KY0037  USGS QUAD   -  BEAVER (1979)
 KY0037
 KY0037                         *CURRENT SURVEY CONTROL
 KY0037  ___________________________________________________________________
 KY0037* NAD 83(1986)-  40 41 18.     (N)    080 16 35.     (W)     SCALED    
 KY0037* NAVD 88     -       227.484  (meters)     746.34   (feet)  ADJUSTED  
 KY0037  ___________________________________________________________________
 KY0037  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KY0037  DYNAMIC HT  -         227.369 (meters)     745.96  (feet)  COMP
 KY0037  MODELED GRAV-     980,113.0   (mgal)                       NAVD 88
 KY0037
 KY0037  VERT ORDER  -  FIRST     CLASS I
 KY0037
 KY0037.The horizontal coordinates were scaled from a topographic map and have
 KY0037.an estimated accuracy of +/- 6 seconds.
 KY0037
 KY0037.The orthometric height was determined by differential leveling
 KY0037.and adjusted by the National Geodetic Survey in June 1991..
 KY0037
 KY0037.The geoid height was determined by GEOID03.
 KY0037
 KY0037.The dynamic height is computed by dividing the NAVD 88
 KY0037.geopotential number by the normal gravity value computed on the
 KY0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0037.degrees latitude (g = 980.6199 gals.).
 KY0037
 KY0037.The modeled gravity was interpolated from observed gravity values.
 KY0037
 KY0037;                    North         East    Units  Estimated Accuracy
 KY0037;SPC PA S     -   153,510.      386,480.      MT  (+/- 180 meters Scaled)
 KY0037
 KY0037                          SUPERSEDED SURVEY CONTROL
 KY0037
 KY0037  NGVD 29 (??/??/92)  227.606  (m)          746.74   (f) ADJ UNCH    1 1
 KY0037
 KY0037.Superseded values are not recommended for survey control.
 KY0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0037.See file dsdata.txt to determine how the superseded data were derived.
 KY0037
 KY0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF611044(NAD 83)
 KY0037_MARKER: DB = BENCH MARK DISK
 KY0037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0037_SP_SET: FOUNDATION
 KY0037_STAMPING: F 347 1966
 KY0037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0037
 KY0037  HISTORY     - Date     Condition        Report By
 KY0037  HISTORY     - 1966     MONUMENTED       CGS
 KY0037
 KY0037                          STATION DESCRIPTION
 KY0037
 KY0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KY0037'AT MONACA.
 KY0037'AT MONACA, ALONG THE PITTSBURGH AND LAKE ERIE RAILROAD, AT THE
 KY0037'CROSSING OF 14TH STREET, SET VERTICALLY IN THE WEST STONE FACE
 KY0037'FOUNDATION FOR RED BRICK RAILROAD STATION, 8.8 FEET NORTH OF
 KY0037'THE SOUTHWEST CORNER OF THE BUILDING, 66 FEET EAST OF THE EAST
 KY0037'RAIL OF THE EAST TRACK, 68 FEET NORTH OF THE NORTH CURB LINE
 KY0037'OF THE STREET, 0.3 FOOT ABOVE THE SIDEWALK AND ABOUT 8 FEET
 KY0037'BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0204 ***********************************************************************
 MB0204  DESIGNATION -  F 348
 MB0204  PID         -  MB0204
 MB0204  STATE/COUNTY-  PA/CRAWFORD
 MB0204  USGS QUAD   -  COCHRANTON (1973)
 MB0204
 MB0204                         *CURRENT SURVEY CONTROL
 MB0204  ___________________________________________________________________
 MB0204* NAD 83(1986)-  41 31 45.     (N)    080 01 33.     (W)     SCALED    
 MB0204* NAVD 88     -       377.370  (meters)    1238.09   (feet)  ADJUSTED  
 MB0204  ___________________________________________________________________
 MB0204  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 MB0204  DYNAMIC HT  -         377.212 (meters)    1237.57  (feet)  COMP
 MB0204  MODELED GRAV-     980,192.2   (mgal)                       NAVD 88
 MB0204
 MB0204  VERT ORDER  -  SECOND    CLASS 0
 MB0204
 MB0204.The horizontal coordinates were scaled from a topographic map and have
 MB0204.an estimated accuracy of +/- 6 seconds.
 MB0204
 MB0204.The orthometric height was determined by differential leveling
 MB0204.and adjusted by the National Geodetic Survey in June 1991..
 MB0204
 MB0204.The geoid height was determined by GEOID03.
 MB0204
 MB0204.The dynamic height is computed by dividing the NAVD 88
 MB0204.geopotential number by the normal gravity value computed on the
 MB0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0204.degrees latitude (g = 980.6199 gals.).
 MB0204
 MB0204.The modeled gravity was interpolated from observed gravity values.
 MB0204
 MB0204;                    North         East    Units  Estimated Accuracy
 MB0204;SPC PA N     -   153,810.      410,090.      MT  (+/- 180 meters Scaled)
 MB0204
 MB0204                          SUPERSEDED SURVEY CONTROL
 MB0204
 MB0204  NGVD 29 (??/??/92)  377.545  (m)         1238.66   (f) ADJ UNCH    2 0
 MB0204
 MB0204.Superseded values are not recommended for survey control.
 MB0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0204.See file dsdata.txt to determine how the superseded data were derived.
 MB0204
 MB0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF812979(NAD 83)
 MB0204_MARKER: DB = BENCH MARK DISK
 MB0204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0204_SP_SET: CATCH BASIN
 MB0204_STAMPING: F 348 1967
 MB0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0204
 MB0204  HISTORY     - Date     Condition        Report By
 MB0204  HISTORY     - 1967     MONUMENTED       CGS
 MB0204
 MB0204                          STATION DESCRIPTION
 MB0204
 MB0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MB0204'1.5 MI N FROM COCHRANTON.
 MB0204'ABOUT 1.5 MILES NORTH ALONG STATE HIGHWAY 173 FROM THE POST
 MB0204'OFFICE IN COCHRANTON, 0.8 MILE NORTH OF U.S. HIGHWAY 322, 18 FEET
 MB0204'NORTHWEST OF THE CENTERLINE OF HIGHWAY, SET IN THE TOP OF THE
 MB0204'SOUTH END OF BACKWALL OF A CATCH BASIN, 6.6 FEET SOUTHWEST OF A
 MB0204'METAL WITNESS SIGN AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1622 ***********************************************************************
 MA1622  DESIGNATION -  F 349
 MA1622  PID         -  MA1622
 MA1622  STATE/COUNTY-  PA/WARREN
 MA1622  USGS QUAD   -  COLUMBUS (1990)
 MA1622
 MA1622                         *CURRENT SURVEY CONTROL
 MA1622  ___________________________________________________________________
 MA1622* NAD 83(1986)-  41 56 17.     (N)    079 31 21.     (W)     SCALED    
 MA1622* NAVD 88     -       446.601  (meters)    1465.22   (feet)  ADJUSTED  
 MA1622  ___________________________________________________________________
 MA1622  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 MA1622  DYNAMIC HT  -         446.421 (meters)    1464.63  (feet)  COMP
 MA1622  MODELED GRAV-     980,205.9   (mgal)                       NAVD 88
 MA1622
 MA1622  VERT ORDER  -  SECOND    CLASS 0
 MA1622
 MA1622.The horizontal coordinates were scaled from a topographic map and have
 MA1622.an estimated accuracy of +/- 6 seconds.
 MA1622
 MA1622.The orthometric height was determined by differential leveling
 MA1622.and adjusted by the National Geodetic Survey in June 1991..
 MA1622
 MA1622.The geoid height was determined by GEOID03.
 MA1622
 MA1622.The dynamic height is computed by dividing the NAVD 88
 MA1622.geopotential number by the normal gravity value computed on the
 MA1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1622.degrees latitude (g = 980.6199 gals.).
 MA1622
 MA1622.The modeled gravity was interpolated from observed gravity values.
 MA1622
 MA1622;                    North         East    Units  Estimated Accuracy
 MA1622;SPC PA N     -   198,230.      453,020.      MT  (+/- 180 meters Scaled)
 MA1622
 MA1622                          SUPERSEDED SURVEY CONTROL
 MA1622
 MA1622  NGVD 29 (??/??/92)  446.758  (m)         1465.74   (f) ADJ UNCH    2 0
 MA1622
 MA1622.Superseded values are not recommended for survey control.
 MA1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1622.See file dsdata.txt to determine how the superseded data were derived.
 MA1622
 MA1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG224439(NAD 83)
 MA1622_MARKER: DB = BENCH MARK DISK
 MA1622_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1622_SP_SET: CULVERT
 MA1622_STAMPING: F 349 1967
 MA1622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1622
 MA1622  HISTORY     - Date     Condition        Report By
 MA1622  HISTORY     - 1967     MONUMENTED       CGS
 MA1622  HISTORY     - 1968     GOOD             NGS
 MA1622  HISTORY     - 20020601 MARK NOT FOUND   USPSQD
 MA1622
 MA1622                          STATION DESCRIPTION
 MA1622
 MA1622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MA1622'3.5 MI SE FROM COLUMBUS.
 MA1622'3.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION
 MA1622'WITH STATE HIGHWAY 957 IN COLUMBUS, SET IN THE TOP OF THE
 MA1622'APPROXIMATE CENTER OF THE SOUTH HEADWALL OF A CONCRETE CULVERT,
 MA1622'49 FEET NORTHWEST OF A TELEPHONE POLE, 17 FEET SOUTH OF THE
 MA1622'CENTERLINE OF HIGHWAY AND IS ABOUT LEVEL WITH THE HIGHWAY.
 MA1622
 MA1622                          STATION RECOVERY (2002)
 MA1622
 MA1622'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 MA1622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1464 ***********************************************************************
 LZ1464  DESIGNATION -  F 35
 LZ1464  PID         -  LZ1464
 LZ1464  STATE/COUNTY-  PA/POTTER
 LZ1464  USGS QUAD   -  ULYSSES (1969)
 LZ1464
 LZ1464                         *CURRENT SURVEY CONTROL
 LZ1464  ___________________________________________________________________
 LZ1464* NAD 83(1986)-  41 59 39.     (N)    077 52 13.     (W)     SCALED    
 LZ1464* NAVD 88     -       495.873  (meters)    1626.88   (feet)  ADJUSTED  
 LZ1464  ___________________________________________________________________
 LZ1464  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 LZ1464  DYNAMIC HT  -         495.677 (meters)    1626.23  (feet)  COMP
 LZ1464  MODELED GRAV-     980,210.0   (mgal)                       NAVD 88
 LZ1464
 LZ1464  VERT ORDER  -  SECOND    CLASS 0
 LZ1464
 LZ1464.The horizontal coordinates were scaled from a topographic map and have
 LZ1464.an estimated accuracy of +/- 6 seconds.
 LZ1464
 LZ1464.The orthometric height was determined by differential leveling
 LZ1464.and adjusted by the National Geodetic Survey in June 1991..
 LZ1464
 LZ1464.The geoid height was determined by GEOID03.
 LZ1464
 LZ1464.The dynamic height is computed by dividing the NAVD 88
 LZ1464.geopotential number by the normal gravity value computed on the
 LZ1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1464.degrees latitude (g = 980.6199 gals.).
 LZ1464
 LZ1464.The modeled gravity was interpolated from observed gravity values.
 LZ1464
 LZ1464;                    North         East    Units  Estimated Accuracy
 LZ1464;SPC PA N     -   202,960.      590,030.      MT  (+/- 180 meters Scaled)
 LZ1464
 LZ1464                          SUPERSEDED SURVEY CONTROL
 LZ1464
 LZ1464  NGVD 29 (??/??/92)  496.014  (m)         1627.34   (f) ADJ UNCH    2 0
 LZ1464
 LZ1464.Superseded values are not recommended for survey control.
 LZ1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1464.See file dsdata.txt to determine how the superseded data were derived.
 LZ1464
 LZ1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM622531(NAD 83)
 LZ1464_MARKER: DB = BENCH MARK DISK
 LZ1464_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1464_SP_SET: ABUTMENT
 LZ1464_STAMPING: F 35 1934
 LZ1464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1464
 LZ1464  HISTORY     - Date     Condition        Report By
 LZ1464  HISTORY     - 1934     MONUMENTED       CGS
 LZ1464  HISTORY     - 1962     MARK NOT FOUND   NGS
 LZ1464
 LZ1464                          STATION DESCRIPTION
 LZ1464
 LZ1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1464'AT GENESEE.
 LZ1464'AT GENESEE, POTTER COUNTY, ABOUT 700 FEET WEST OF THE BALTIMORE
 LZ1464'AND OHIO RAILROAD STATION, ABOUT 615 FEET WEST OF THE CENTER
 LZ1464'LINE OF THE TRACK, ABOUT 340 FEET EAST OF THE INTERSECTION OF
 LZ1464'A ROAD WITH STATE HIGHWAY 49, AT A 125-FOOT SPAN STEEL HIGHWAY
 LZ1464'BRIDGE, IN THE NORTH END OF THE EAST ABUTMENT, 12 FEET NORTH OF
 LZ1464'THE CENTER LINE OF THE FINISHED GRADE, AND ABOUT 1 FOOT LOWER
 LZ1464'THAN THE TOP OF THE FINISHED GRADE.  A STANDARD DISK, STAMPED
 LZ1464'F 35 1934.
 LZ1464
 LZ1464                          STATION RECOVERY (1962)
 LZ1464
 LZ1464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 LZ1464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0674 ***********************************************************************
 MA0674  DESIGNATION -  F 350
 MA0674  PID         -  MA0674
 MA0674  STATE/COUNTY-  PA/WARREN
 MA0674  USGS QUAD   -  LUDLOW (1981)
 MA0674
 MA0674                         *CURRENT SURVEY CONTROL
 MA0674  ___________________________________________________________________
 MA0674* NAD 83(1986)-  41 43 16.     (N)    078 58 13.     (W)     SCALED    
 MA0674* NAVD 88     -       443.624  (meters)    1455.46   (feet)  ADJUSTED  
 MA0674  ___________________________________________________________________
 MA0674  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 MA0674  DYNAMIC HT  -         443.440 (meters)    1454.85  (feet)  COMP
 MA0674  MODELED GRAV-     980,194.2   (mgal)                       NAVD 88
 MA0674
 MA0674  VERT ORDER  -  SECOND    CLASS 0
 MA0674
 MA0674.The horizontal coordinates were scaled from a topographic map and have
 MA0674.an estimated accuracy of +/- 6 seconds.
 MA0674
 MA0674.The orthometric height was determined by differential leveling
 MA0674.and adjusted by the National Geodetic Survey in June 1991..
 MA0674
 MA0674.The geoid height was determined by GEOID03.
 MA0674
 MA0674.The dynamic height is computed by dividing the NAVD 88
 MA0674.geopotential number by the normal gravity value computed on the
 MA0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0674.degrees latitude (g = 980.6199 gals.).
 MA0674
 MA0674.The modeled gravity was interpolated from observed gravity values.
 MA0674
 MA0674;                    North         East    Units  Estimated Accuracy
 MA0674;SPC PA N     -   173,340.      498,470.      MT  (+/- 180 meters Scaled)
 MA0674
 MA0674                          SUPERSEDED SURVEY CONTROL
 MA0674
 MA0674  NGVD 29 (??/??/92)  443.764  (m)         1455.92   (f) ADJ UNCH    2 0
 MA0674
 MA0674.Superseded values are not recommended for survey control.
 MA0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0674.See file dsdata.txt to determine how the superseded data were derived.
 MA0674
 MA0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG688208(NAD 83)
 MA0674_MARKER: DB = BENCH MARK DISK
 MA0674_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0674_SP_SET: BRIDGE
 MA0674_STAMPING: F 350 1968
 MA0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0674+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2006
 MA0674
 MA0674  HISTORY     - Date     Condition        Report By
 MA0674  HISTORY     - 1968     MONUMENTED       CGS
 MA0674  HISTORY     - 20020825 GOOD             USPSQD
 MA0674  HISTORY     - 20060110 GOOD             USPSQD
 MA0674
 MA0674                          STATION DESCRIPTION
 MA0674
 MA0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MA0674'2.8 MI NW FROM LUDLOW.
 MA0674'ABOUT 2.8 MILES NORTHWEST ALONG U.S. HIGHWAY 6 FROM THE POST
 MA0674'OFFICE IN LUDLOW, SET IN THE TOP OF THE NORTHWEST WINGWALL OF
 MA0674'A RAILROADBRIDGE BEHIND THE ROYSTONE STATION PENNSYLVANIA GAS
 MA0674'COMPANY, 400 FEET SOUTHEAST OF THE HIGHWAY, 9.5 FEET NORTHWEST OF
 MA0674'THE NORTHWEST RAIL OF RAILROAD, 3.0 FEET BELOW THE LEVEL OF THE
 MA0674'RAIL AND IS ABOUT 40 FEET BELOW THE LEVEL OF THE HIGHWAY.
 MA0674
 MA0674                          STATION RECOVERY (2002)
 MA0674
 MA0674'RECOVERY NOTE BY US POWER SQUADRON 2002 (DH)
 MA0674'RECOVERED IN GOOD CONDITION.
 MA0674
 MA0674                          STATION RECOVERY (2006)
 MA0674
 MA0674'RECOVERY NOTE BY US POWER SQUADRON 2006 (SG)
 MA0674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1443 ***********************************************************************
 LZ1443  DESIGNATION -  F 351
 LZ1443  PID         -  LZ1443
 LZ1443  STATE/COUNTY-  PA/POTTER
 LZ1443  USGS QUAD   -  WEST PIKE (1983)
 LZ1443
 LZ1443                         *CURRENT SURVEY CONTROL
 LZ1443  ___________________________________________________________________
 LZ1443* NAD 83(1986)-  41 45 03.     (N)    077 40 29.     (W)     SCALED    
 LZ1443* NAVD 88     -       434.699  (meters)    1426.17   (feet)  ADJUSTED  
 LZ1443  ___________________________________________________________________
 LZ1443  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 LZ1443  DYNAMIC HT  -         434.520 (meters)    1425.59  (feet)  COMP
 LZ1443  MODELED GRAV-     980,198.4   (mgal)                       NAVD 88
 LZ1443
 LZ1443  VERT ORDER  -  SECOND    CLASS 0
 LZ1443
 LZ1443.The horizontal coordinates were scaled from a topographic map and have
 LZ1443.an estimated accuracy of +/- 6 seconds.
 LZ1443
 LZ1443.The orthometric height was determined by differential leveling
 LZ1443.and adjusted by the National Geodetic Survey in June 1991..
 LZ1443
 LZ1443.The geoid height was determined by GEOID03.
 LZ1443
 LZ1443.The dynamic height is computed by dividing the NAVD 88
 LZ1443.geopotential number by the normal gravity value computed on the
 LZ1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1443.degrees latitude (g = 980.6199 gals.).
 LZ1443
 LZ1443.The modeled gravity was interpolated from observed gravity values.
 LZ1443
 LZ1443;                    North         East    Units  Estimated Accuracy
 LZ1443;SPC PA N     -   175,930.      606,260.      MT  (+/- 180 meters Scaled)
 LZ1443
 LZ1443                          SUPERSEDED SURVEY CONTROL
 LZ1443
 LZ1443  NGVD 29 (??/??/92)  434.838  (m)         1426.63   (f) ADJ UNCH    2 0
 LZ1443
 LZ1443.Superseded values are not recommended for survey control.
 LZ1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1443.See file dsdata.txt to determine how the superseded data were derived.
 LZ1443
 LZ1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM776255(NAD 83)
 LZ1443_MARKER: DB = BENCH MARK DISK
 LZ1443_SETTING: 80 = SET IN A BOULDER
 LZ1443_SP_SET: BOULDER
 LZ1443_STAMPING: F 351 1968
 LZ1443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1443+STABILITY: SURFACE MOTION
 LZ1443
 LZ1443  HISTORY     - Date     Condition        Report By
 LZ1443  HISTORY     - 1968     MONUMENTED       CGS
 LZ1443
 LZ1443                          STATION DESCRIPTION
 LZ1443
 LZ1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ1443'2.1 MI W FROM GALETON.
 LZ1443'2.1 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH
 LZ1443'STATE HIGHWAY 144 IN GALETON, SET IN THE TOP OF THE NORTH
 LZ1443'EDGE OF A LARGE BOULDER, 138 FEET NORTHWEST OF THE WEST END OF
 LZ1443'A CULVERT, 41 FEET SOUTHEAST OF A 18-INCH WHITE PINE TREE, 27
 LZ1443'FEET WEST OF THE CENTERLINE OF HIGHWAY, 2.0 FEET SOUTH OF THE
 LZ1443'NORTH EDGE OF BOULDER AND IS ABOUT 4 FEET ABOVE THE LEVEL OF
 LZ1443'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0080 ***********************************************************************
 MA0080  DESIGNATION -  F 352
 MA0080  PID         -  MA0080
 MA0080  STATE/COUNTY-  PA/POTTER
 MA0080  USGS QUAD   -  COUDERSPORT (1983)
 MA0080
 MA0080                         *CURRENT SURVEY CONTROL
 MA0080  ___________________________________________________________________
 MA0080* NAD 83(1986)-  41 45 16.     (N)    078 06 25.     (W)     SCALED    
 MA0080* NAVD 88     -       486.970  (meters)    1597.67   (feet)  ADJUSTED  
 MA0080  ___________________________________________________________________
 MA0080  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 MA0080  DYNAMIC HT  -         486.768 (meters)    1597.00  (feet)  COMP
 MA0080  MODELED GRAV-     980,191.6   (mgal)                       NAVD 88
 MA0080
 MA0080  VERT ORDER  -  SECOND    CLASS 0
 MA0080
 MA0080.The horizontal coordinates were scaled from a topographic map and have
 MA0080.an estimated accuracy of +/- 6 seconds.
 MA0080
 MA0080.The orthometric height was determined by differential leveling
 MA0080.and adjusted by the National Geodetic Survey in June 1991..
 MA0080
 MA0080.The geoid height was determined by GEOID03.
 MA0080
 MA0080.The dynamic height is computed by dividing the NAVD 88
 MA0080.geopotential number by the normal gravity value computed on the
 MA0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0080.degrees latitude (g = 980.6199 gals.).
 MA0080
 MA0080.The modeled gravity was interpolated from observed gravity values.
 MA0080
 MA0080;                    North         East    Units  Estimated Accuracy
 MA0080;SPC PA N     -   176,390.      570,310.      MT  (+/- 180 meters Scaled)
 MA0080
 MA0080                          SUPERSEDED SURVEY CONTROL
 MA0080
 MA0080  NGVD 29 (??/??/92)  487.107  (m)         1598.12   (f) ADJ UNCH    2 0
 MA0080
 MA0080.Superseded values are not recommended for survey control.
 MA0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0080.See file dsdata.txt to determine how the superseded data were derived.
 MA0080
 MA0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG405265(NAD 83)
 MA0080_MARKER: DB = BENCH MARK DISK
 MA0080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0080_SP_SET: CATCH BASIN
 MA0080_STAMPING: F 352 1968
 MA0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0080_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MA0080+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2002
 MA0080
 MA0080  HISTORY     - Date     Condition        Report By
 MA0080  HISTORY     - 1968     MONUMENTED       CGS
 MA0080  HISTORY     - 20020629 GOOD             INDIV
 MA0080
 MA0080                          STATION DESCRIPTION
 MA0080
 MA0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MA0080'3.2 MI E FROM ROULETTE.
 MA0080'3.25 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE IN
 MA0080'ROULETTE, SET IN THE TOP OF THE APPROXIMATE CENTER OF BACKWALL
 MA0080'OF A CATCH BASIN, 0.2 MILE NORTHWEST OF THE JUNCTION OF KEATING
 MA0080'SUMMIT ROAD, 18 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY
 MA0080'AND IS ABOUT LEVEL WITH THE HIGHWAY.
 MA0080
 MA0080                          STATION RECOVERY (2002)
 MA0080
 MA0080'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (TBS)
 MA0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0864 ***********************************************************************
 LZ0864  DESIGNATION -  F 353
 LZ0864  PID         -  LZ0864
 LZ0864  STATE/COUNTY-  PA/TIOGA
 LZ0864  USGS QUAD   -  ANTRIM (1986)
 LZ0864
 LZ0864                         *CURRENT SURVEY CONTROL
 LZ0864  ___________________________________________________________________
 LZ0864* NAD 83(1986)-  41 44 51.     (N)    077 17 22.     (W)     SCALED    
 LZ0864* NAVD 88     -       409.263  (meters)    1342.72   (feet)  ADJUSTED  
 LZ0864  ___________________________________________________________________
 LZ0864  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 LZ0864  DYNAMIC HT  -         409.091 (meters)    1342.16  (feet)  COMP
 LZ0864  MODELED GRAV-     980,190.1   (mgal)                       NAVD 88
 LZ0864
 LZ0864  VERT ORDER  -  SECOND    CLASS 0
 LZ0864
 LZ0864.The horizontal coordinates were scaled from a topographic map and have
 LZ0864.an estimated accuracy of +/- 6 seconds.
 LZ0864
 LZ0864.The orthometric height was determined by differential leveling
 LZ0864.and adjusted by the National Geodetic Survey in June 1991..
 LZ0864
 LZ0864.The geoid height was determined by GEOID03.
 LZ0864
 LZ0864.The dynamic height is computed by dividing the NAVD 88
 LZ0864.geopotential number by the normal gravity value computed on the
 LZ0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0864.degrees latitude (g = 980.6199 gals.).
 LZ0864
 LZ0864.The modeled gravity was interpolated from observed gravity values.
 LZ0864
 LZ0864;                    North         East    Units  Estimated Accuracy
 LZ0864;SPC PA N     -   175,660.      638,310.      MT  (+/- 180 meters Scaled)
 LZ0864
 LZ0864                          SUPERSEDED SURVEY CONTROL
 LZ0864
 LZ0864  NGVD 29 (??/??/92)  409.394  (m)         1343.15   (f) ADJ UNCH    2 0
 LZ0864
 LZ0864.Superseded values are not recommended for survey control.
 LZ0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0864.See file dsdata.txt to determine how the superseded data were derived.
 LZ0864
 LZ0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM096242(NAD 83)
 LZ0864_MARKER: DB = BENCH MARK DISK
 LZ0864_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0864_SP_SET: RETAINING WALL
 LZ0864_STAMPING: F 353 1968
 LZ0864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0864
 LZ0864  HISTORY     - Date     Condition        Report By
 LZ0864  HISTORY     - 1968     MONUMENTED       CGS
 LZ0864
 LZ0864                          STATION DESCRIPTION
 LZ0864
 LZ0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ0864'AT WELLSBORO.
 LZ0864'AT WELLSBORO, 0.5 MILE EAST ALONG U.S. HIGHWAY 6 AND STATE
 LZ0864'HIGHWAY 660 FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 LZ0864'HIGHWAYS 660 AND 287 IN WELLSBORO, SET IN THE TOP OF A RETAINING
 LZ0864'WALL AND AT A CATCH BASIN UNDER THE SIDE WALK, 43.6 FEET
 LZ0864'SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 33.6 FEET NORTHEAST OF
 LZ0864'THE NORTHEAST CORNER OF HOUSE NO. 74, 50.6 FEET NORTHWEST OF THE
 LZ0864'NORTH CORNER OF HOUSE NO. 76, 25.6 FEET SOUTHWEST OF A TELEPHONE
 LZ0864'POLE NO. 6, 8.7 FEET NORTH OF THE SOUTH END OF WALL AND IS ABOUT
 LZ0864'2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0554 ***********************************************************************
 LZ0554  DESIGNATION -  F 354
 LZ0554  PID         -  LZ0554
 LZ0554  STATE/COUNTY-  PA/BRADFORD
 LZ0554  USGS QUAD   -  TROY (1983)
 LZ0554
 LZ0554                         *CURRENT SURVEY CONTROL
 LZ0554  ___________________________________________________________________
 LZ0554* NAD 83(1986)-  41 48 11.     (N)    076 49 46.     (W)     SCALED    
 LZ0554* NAVD 88     -       414.477  (meters)    1359.83   (feet)  ADJUSTED  
 LZ0554  ___________________________________________________________________
 LZ0554  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 LZ0554  DYNAMIC HT  -         414.304 (meters)    1359.26  (feet)  COMP
 LZ0554  MODELED GRAV-     980,193.9   (mgal)                       NAVD 88
 LZ0554
 LZ0554  VERT ORDER  -  SECOND    CLASS 0
 LZ0554
 LZ0554.The horizontal coordinates were scaled from a topographic map and have
 LZ0554.an estimated accuracy of +/- 6 seconds.
 LZ0554
 LZ0554.The orthometric height was determined by differential leveling
 LZ0554.and adjusted by the National Geodetic Survey in June 1991..
 LZ0554
 LZ0554.The geoid height was determined by GEOID03.
 LZ0554
 LZ0554.The dynamic height is computed by dividing the NAVD 88
 LZ0554.geopotential number by the normal gravity value computed on the
 LZ0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0554.degrees latitude (g = 980.6199 gals.).
 LZ0554
 LZ0554.The modeled gravity was interpolated from observed gravity values.
 LZ0554
 LZ0554;                    North         East    Units  Estimated Accuracy
 LZ0554;SPC PA N     -   182,140.      676,500.      MT  (+/- 180 meters Scaled)
 LZ0554
 LZ0554                          SUPERSEDED SURVEY CONTROL
 LZ0554
 LZ0554  NGVD 29 (??/??/92)  414.619  (m)         1360.30   (f) ADJ UNCH    2 0
 LZ0554
 LZ0554.Superseded values are not recommended for survey control.
 LZ0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0554.See file dsdata.txt to determine how the superseded data were derived.
 LZ0554
 LZ0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM480295(NAD 83)
 LZ0554_MARKER: DB = BENCH MARK DISK
 LZ0554_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0554_SP_SET: CATCH BASIN
 LZ0554_STAMPING: F 354 1968
 LZ0554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0554
 LZ0554  HISTORY     - Date     Condition        Report By
 LZ0554  HISTORY     - 1968     MONUMENTED       CGS
 LZ0554  HISTORY     - 1983     GOOD             USPSQD
 LZ0554
 LZ0554                          STATION DESCRIPTION
 LZ0554
 LZ0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ0554'2.8 MI W FROM TROY.
 LZ0554'2.75 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE IN
 LZ0554'TROY, SET IN THE TOP OF THE APPROXIMATE CENTER OF BACKWALL OF A
 LZ0554'CATCH BASIN, 23 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF
 LZ0554'HIGHWAY, 58 FEET SOUTHWEST OF TELEPHONE POLE NO. SF 92, AND IS
 LZ0554'ABOUT LEVEL WITH THE HIGHWAY.
 LZ0554
 LZ0554                          STATION RECOVERY (1983)
 LZ0554
 LZ0554'RECOVERY NOTE BY US POWER SQUADRON 1983
 LZ0554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1283 ***********************************************************************
 LZ1283  DESIGNATION -  F 355
 LZ1283  PID         -  LZ1283
 LZ1283  STATE/COUNTY-  PA/CLINTON
 LZ1283  USGS QUAD   -  FARRANDSVILLE (1973)
 LZ1283
 LZ1283                         *CURRENT SURVEY CONTROL
 LZ1283  ___________________________________________________________________
 LZ1283* NAD 83(1986)-  41 13 29.     (N)    077 34 09.     (W)     SCALED    
 LZ1283* NAVD 88     -       184.412  (meters)     605.02   (feet)  ADJUSTED  
 LZ1283  ___________________________________________________________________
 LZ1283  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 LZ1283  DYNAMIC HT  -         184.322 (meters)     604.73  (feet)  COMP
 LZ1283  MODELED GRAV-     980,131.8   (mgal)                       NAVD 88
 LZ1283
 LZ1283  VERT ORDER  -  SECOND    CLASS 0
 LZ1283
 LZ1283.The horizontal coordinates were scaled from a topographic map and have
 LZ1283.an estimated accuracy of +/- 6 seconds.
 LZ1283
 LZ1283.The orthometric height was determined by differential leveling
 LZ1283.and adjusted by the National Geodetic Survey in June 1991..
 LZ1283
 LZ1283.The geoid height was determined by GEOID03.
 LZ1283
 LZ1283.The dynamic height is computed by dividing the NAVD 88
 LZ1283.geopotential number by the normal gravity value computed on the
 LZ1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1283.degrees latitude (g = 980.6199 gals.).
 LZ1283
 LZ1283.The modeled gravity was interpolated from observed gravity values.
 LZ1283
 LZ1283;                    North         East    Units  Estimated Accuracy
 LZ1283;SPC PA N     -   117,520.      615,160.      MT  (+/- 180 meters Scaled)
 LZ1283
 LZ1283                          SUPERSEDED SURVEY CONTROL
 LZ1283
 LZ1283  NGVD 29 (??/??/92)  184.599  (m)          605.64   (f) ADJ UNCH    2 0
 LZ1283
 LZ1283.Superseded values are not recommended for survey control.
 LZ1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1283.See file dsdata.txt to determine how the superseded data were derived.
 LZ1283
 LZ1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL846668(NAD 83)
 LZ1283_MARKER: DD = SURVEY DISK
 LZ1283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1283_SP_SET: CULVERT
 LZ1283_STAMPING: F 355 1968
 LZ1283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1283
 LZ1283  HISTORY     - Date     Condition        Report By
 LZ1283  HISTORY     - 1968     MONUMENTED       PADH
 LZ1283  HISTORY     - 1968     GOOD             NGS
 LZ1283
 LZ1283                          STATION DESCRIPTION
 LZ1283
 LZ1283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ1283'9.6 MI SE FROM HYNER.
 LZ1283'ABOUT 9.6 MILES SOUTHEAST ALONG STATE HIGHWAY 120 FROM THE
 LZ1283'BRIDGE OVER THE SUSQUEHANNA RIVER IN HYNER, 10.7 MILES NORTHWEST
 LZ1283'OF LOCK HAVEN, SET IN THE TOP OF THE NORTHWEST WINGWALL OF A
 LZ1283'ARCHED CULVERT, 0.05 MILE WEST OF FIBBERS TAVERN, 45 FEET WEST
 LZ1283'OF THE CENTERLINE OF THE HIGHWAY, 55 FEET SOUTH OF A TELEPHONE
 LZ1283'POLE, AND IS ABOUT 10 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0002 ***********************************************************************
 LZ0002  DESIGNATION -  F 356
 LZ0002  PID         -  LZ0002
 LZ0002  STATE/COUNTY-  PA/BRADFORD
 LZ0002  USGS QUAD   -  TOWANDA (1967)
 LZ0002
 LZ0002                         *CURRENT SURVEY CONTROL
 LZ0002  ___________________________________________________________________
 LZ0002* NAD 83(1986)-  41 46 10.     (N)    076 25 21.     (W)     SCALED    
 LZ0002* NAVD 88     -       228.635  (meters)     750.11   (feet)  ADJUSTED  
 LZ0002  ___________________________________________________________________
 LZ0002  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 LZ0002  DYNAMIC HT  -         228.542 (meters)     749.81  (feet)  COMP
 LZ0002  MODELED GRAV-     980,210.8   (mgal)                       NAVD 88
 LZ0002
 LZ0002  VERT ORDER  -  SECOND    CLASS 0
 LZ0002
 LZ0002.The horizontal coordinates were scaled from a topographic map and have
 LZ0002.an estimated accuracy of +/- 6 seconds.
 LZ0002
 LZ0002.The orthometric height was determined by differential leveling
 LZ0002.and adjusted by the National Geodetic Survey in June 1991..
 LZ0002
 LZ0002.The geoid height was determined by GEOID03.
 LZ0002
 LZ0002.The dynamic height is computed by dividing the NAVD 88
 LZ0002.geopotential number by the normal gravity value computed on the
 LZ0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0002.degrees latitude (g = 980.6199 gals.).
 LZ0002
 LZ0002.The modeled gravity was interpolated from observed gravity values.
 LZ0002
 LZ0002;                    North         East    Units  Estimated Accuracy
 LZ0002;SPC PA N     -   178,840.      710,370.      MT  (+/- 180 meters Scaled)
 LZ0002
 LZ0002                          SUPERSEDED SURVEY CONTROL
 LZ0002
 LZ0002  NGVD 29 (??/??/92)  228.841  (m)          750.79   (f) ADJ UNCH    2 0
 LZ0002
 LZ0002.Superseded values are not recommended for survey control.
 LZ0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0002.See file dsdata.txt to determine how the superseded data were derived.
 LZ0002
 LZ0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM817251(NAD 83)
 LZ0002_MARKER: DD = SURVEY DISK
 LZ0002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0002_SP_SET: BRIDGE
 LZ0002_STAMPING: F 356 1968
 LZ0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0002
 LZ0002  HISTORY     - Date     Condition        Report By
 LZ0002  HISTORY     - 1968     MONUMENTED       PADH
 LZ0002  HISTORY     - 1968     GOOD             NGS
 LZ0002  HISTORY     - 1975     GOOD             PADT
 LZ0002  HISTORY     - 19920724 GOOD             USPSQD
 LZ0002
 LZ0002                          STATION DESCRIPTION
 LZ0002
 LZ0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0002'AT WYSOX.
 LZ0002'AT WYSOX, ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAY 6 FROM THE POST
 LZ0002'OFFICE IN WYSOX, 1.4 MILES EAST OF TOWANDA, SET IN THE TOP OF THE
 LZ0002'SOUTHWEST WINGWALL OF A BRIDGE, 24.5 FEET SOUTH OF THE CENTERLINE
 LZ0002'OF THE HIGHWAY AND IS ABOUT LEVEL WITH THE HIGHWAY.
 LZ0002
 LZ0002                          STATION RECOVERY (1975)
 LZ0002
 LZ0002'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 LZ0002'RECOVERED IN GOOD CONDITION.
 LZ0002
 LZ0002                          STATION RECOVERY (1992)
 LZ0002
 LZ0002'RECOVERY NOTE BY US POWER SQUADRON 1992 (DEZ)
 LZ0002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0936 ***********************************************************************
 LZ0936  DESIGNATION -  F 358 PADH
 LZ0936  PID         -  LZ0936
 LZ0936  STATE/COUNTY-  PA/LYCOMING
 LZ0936  USGS QUAD   -  COGAN STATION (1973)
 LZ0936
 LZ0936                         *CURRENT SURVEY CONTROL
 LZ0936  ___________________________________________________________________
 LZ0936* NAD 83(1986)-  41 21 28.     (N)    077 05 01.     (W)     SCALED    
 LZ0936* NAVD 88     -       204.373  (meters)     670.51   (feet)  ADJUSTED  
 LZ0936  ___________________________________________________________________
 LZ0936  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 LZ0936  DYNAMIC HT  -         204.284 (meters)     670.22  (feet)  COMP
 LZ0936  MODELED GRAV-     980,185.2   (mgal)                       NAVD 88
 LZ0936
 LZ0936  VERT ORDER  -  FIRST     CLASS II
 LZ0936
 LZ0936.The horizontal coordinates were scaled from a topographic map and have
 LZ0936.an estimated accuracy of +/- 6 seconds.
 LZ0936
 LZ0936.The orthometric height was determined by differential leveling
 LZ0936.and adjusted by the National Geodetic Survey in June 1991..
 LZ0936
 LZ0936.The geoid height was determined by GEOID03.
 LZ0936
 LZ0936.The dynamic height is computed by dividing the NAVD 88
 LZ0936.geopotential number by the normal gravity value computed on the
 LZ0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0936.degrees latitude (g = 980.6199 gals.).
 LZ0936
 LZ0936.The modeled gravity was interpolated from observed gravity values.
 LZ0936
 LZ0936;                    North         East    Units  Estimated Accuracy
 LZ0936;SPC PA N     -   132,490.      655,760.      MT  (+/- 180 meters Scaled)
 LZ0936
 LZ0936                          SUPERSEDED SURVEY CONTROL
 LZ0936
 LZ0936  NGVD 29 (??/??/92)  204.604  (m)          671.27   (f) ADJ UNCH    1 2
 LZ0936
 LZ0936.Superseded values are not recommended for survey control.
 LZ0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0936.See file dsdata.txt to determine how the superseded data were derived.
 LZ0936
 LZ0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL257805(NAD 83)
 LZ0936_MARKER: DD = SURVEY DISK
 LZ0936_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0936_SP_SET: BRIDGE
 LZ0936_STAMPING: F 358 1969
 LZ0936_MARK LOGO: PADH  
 LZ0936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0936
 LZ0936  HISTORY     - Date     Condition        Report By
 LZ0936  HISTORY     - 1969     MONUMENTED       PADH
 LZ0936  HISTORY     - 1969     GOOD             NGS
 LZ0936  HISTORY     - 1983     GOOD             NGS
 LZ0936
 LZ0936                          STATION DESCRIPTION
 LZ0936
 LZ0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ0936'2.4 MI S FROM TROUT RUN.
 LZ0936'ABOUT 2.35 MILES SOUTH ALONG U.S. HIGHWAY 15 FROM ITS JUNCTION
 LZ0936'WITH STATE HIGHWAY 14 IN TROUT RUN, SET IN THE TOP OF THE
 LZ0936'SOUTHEAST WINGWALL OF A BRIDGE, 29 FEET SOUTHEAST OF THE CENTERLINE
 LZ0936'OF THE HIGHWAY AND IS ABOUT LEVEL WITH THE HIGHWAY.
 LZ0936
 LZ0936                          STATION RECOVERY (1983)
 LZ0936
 LZ0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LZ0936'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0048 ***********************************************************************
 LZ0048  DESIGNATION -  F 359
 LZ0048  PID         -  LZ0048
 LZ0048  STATE/COUNTY-  PA/BRADFORD
 LZ0048  USGS QUAD   -  MONROETON (1982)
 LZ0048
 LZ0048                         *CURRENT SURVEY CONTROL
 LZ0048  ___________________________________________________________________
 LZ0048* NAD 83(1986)-  41 43 14.     (N)    076 28 25.     (W)     SCALED    
 LZ0048* NAVD 88     -       228.728  (meters)     750.42   (feet)  ADJUSTED  
 LZ0048  ___________________________________________________________________
 LZ0048  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 LZ0048  DYNAMIC HT  -         228.636 (meters)     750.12  (feet)  COMP
 LZ0048  MODELED GRAV-     980,215.4   (mgal)                       NAVD 88
 LZ0048
 LZ0048  VERT ORDER  -  SECOND    CLASS 0
 LZ0048
 LZ0048.The horizontal coordinates were scaled from a topographic map and have
 LZ0048.an estimated accuracy of +/- 6 seconds.
 LZ0048
 LZ0048.The orthometric height was determined by differential leveling
 LZ0048.and adjusted by the National Geodetic Survey in June 1991..
 LZ0048
 LZ0048.The geoid height was determined by GEOID03.
 LZ0048
 LZ0048.The dynamic height is computed by dividing the NAVD 88
 LZ0048.geopotential number by the normal gravity value computed on the
 LZ0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0048.degrees latitude (g = 980.6199 gals.).
 LZ0048
 LZ0048.The modeled gravity was interpolated from observed gravity values.
 LZ0048
 LZ0048;                    North         East    Units  Estimated Accuracy
 LZ0048;SPC PA N     -   173,350.      706,200.      MT  (+/- 180 meters Scaled)
 LZ0048
 LZ0048                          SUPERSEDED SURVEY CONTROL
 LZ0048
 LZ0048  NGVD 29 (??/??/92)  228.934  (m)          751.09   (f) ADJ UNCH    2 0
 LZ0048
 LZ0048.Superseded values are not recommended for survey control.
 LZ0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0048.See file dsdata.txt to determine how the superseded data were derived.
 LZ0048
 LZ0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM774198(NAD 83)
 LZ0048_MARKER: DB = BENCH MARK DISK
 LZ0048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0048_SP_SET: CULVERT
 LZ0048_STAMPING: F 359 1969
 LZ0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0048
 LZ0048  HISTORY     - Date     Condition        Report By
 LZ0048  HISTORY     - 1969     MONUMENTED       CGS
 LZ0048
 LZ0048                          STATION DESCRIPTION
 LZ0048
 LZ0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LZ0048'AT MONROETON.
 LZ0048'AT MONROETON, AT THE JUNCTION OF U.S. HIGHWAY 220 AND STATE
 LZ0048'HIGHWAY 414, 46 FEET SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 LZ0048'414, 26.3 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 220,
 LZ0048'SET IN THE TOP OF THE APPROXIMATE CENTER OF THE NORTHWEST
 LZ0048'HEADWALL OF A BOX CULVERT AND IS ABOUT 1 FOOT BELOW THE LEVEL OF
 LZ0048'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1398 ***********************************************************************
 KW1398  DESIGNATION -  F 36
 KW1398  PID         -  KW1398
 KW1398  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW1398  USGS QUAD   -  SUNBURY (1987)
 KW1398
 KW1398                         *CURRENT SURVEY CONTROL
 KW1398  ___________________________________________________________________
 KW1398* NAD 83(1986)-  40 51 42.     (N)    076 47 42.     (W)     SCALED    
 KW1398* NAVD 88     -       135.958  (meters)     446.06   (feet)  ADJUSTED  
 KW1398  ___________________________________________________________________
 KW1398  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KW1398  DYNAMIC HT  -         135.898 (meters)     445.86  (feet)  COMP
 KW1398  MODELED GRAV-     980,179.0   (mgal)                       NAVD 88
 KW1398
 KW1398  VERT ORDER  -  FIRST     CLASS II
 KW1398
 KW1398.The horizontal coordinates were scaled from a topographic map and have
 KW1398.an estimated accuracy of +/- 6 seconds.
 KW1398
 KW1398.The orthometric height was determined by differential leveling
 KW1398.and adjusted by the National Geodetic Survey in June 1991..
 KW1398
 KW1398.The geoid height was determined by GEOID03.
 KW1398
 KW1398.The dynamic height is computed by dividing the NAVD 88
 KW1398.geopotential number by the normal gravity value computed on the
 KW1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1398.degrees latitude (g = 980.6199 gals.).
 KW1398
 KW1398.The modeled gravity was interpolated from observed gravity values.
 KW1398
 KW1398;                    North         East    Units  Estimated Accuracy
 KW1398;SPC PA N     -    77,630.      680,520.      MT  (+/- 180 meters Scaled)
 KW1398
 KW1398                          SUPERSEDED SURVEY CONTROL
 KW1398
 KW1398  NGVD 29 (??/??/??)  136.191  (m)          446.82   (f) ADJUSTED    1 2
 KW1398
 KW1398.Superseded values are not recommended for survey control.
 KW1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1398.See file dsdata.txt to determine how the superseded data were derived.
 KW1398
 KW1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL487249(NAD 83)
 KW1398_MARKER: DB = BENCH MARK DISK
 KW1398_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1398_SP_SET: BUILDING
 KW1398_STAMPING: F 36 1934 446.820
 KW1398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1398_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1398+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2004
 KW1398
 KW1398  HISTORY     - Date     Condition        Report By
 KW1398  HISTORY     - 1934     MONUMENTED       CGS
 KW1398  HISTORY     - 1945     GOOD             CGS
 KW1398  HISTORY     - 1987     GOOD             USPSQD
 KW1398  HISTORY     - 1989     GOOD             USPSQD
 KW1398  HISTORY     - 20041120 GOOD             GEOCAC
 KW1398
 KW1398                          STATION DESCRIPTION
 KW1398
 KW1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 KW1398'AT SUNBURY.
 KW1398'AT SUNBURY, AT THE INTERSECTION OF MARKET AND SECOND STREETS
 KW1398'AT THE COUNTY COURTHOUSE, IN THE NORTH FACE OF THE BUILDING, 2
 KW1398'FEET EAST OF THE NORTHWEST CORNER, AND 2.5 FEET HIGHER THAN
 KW1398'THE SIDEWALK.
 KW1398
 KW1398                          STATION RECOVERY (1987)
 KW1398
 KW1398'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 KW1398'RECOVERED IN GOOD CONDITION.
 KW1398
 KW1398                          STATION RECOVERY (1989)
 KW1398
 KW1398'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1398'RECOVERED IN GOOD CONDITION.
 KW1398
 KW1398                          STATION RECOVERY (2004)
 KW1398
 KW1398'RECOVERY NOTE BY GEOCACHING 2004 (BB)
 KW1398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0339 ***********************************************************************
 LZ0339  DESIGNATION -  F 360
 LZ0339  PID         -  LZ0339
 LZ0339  STATE/COUNTY-  PA/LYCOMING
 LZ0339  USGS QUAD   -  PICTURE ROCKS (1983)
 LZ0339
 LZ0339                         *CURRENT SURVEY CONTROL
 LZ0339  ___________________________________________________________________
 LZ0339* NAD 83(1986)-  41 17 57.     (N)    076 41 26.     (W)     SCALED    
 LZ0339* NAVD 88     -       208.718  (meters)     684.77   (feet)  ADJUSTED  
 LZ0339  ___________________________________________________________________
 LZ0339  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 LZ0339  DYNAMIC HT  -         208.628 (meters)     684.47  (feet)  COMP
 LZ0339  MODELED GRAV-     980,190.1   (mgal)                       NAVD 88
 LZ0339
 LZ0339  VERT ORDER  -  SECOND    CLASS 0
 LZ0339
 LZ0339.The horizontal coordinates were scaled from a topographic map and have
 LZ0339.an estimated accuracy of +/- 6 seconds.
 LZ0339
 LZ0339.The orthometric height was determined by differential leveling
 LZ0339.and adjusted by the National Geodetic Survey in June 1991..
 LZ0339
 LZ0339.The geoid height was determined by GEOID03.
 LZ0339
 LZ0339.The dynamic height is computed by dividing the NAVD 88
 LZ0339.geopotential number by the normal gravity value computed on the
 LZ0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0339.degrees latitude (g = 980.6199 gals.).
 LZ0339
 LZ0339.The modeled gravity was interpolated from observed gravity values.
 LZ0339
 LZ0339;                    North         East    Units  Estimated Accuracy
 LZ0339;SPC PA N     -   126,310.      688,730.      MT  (+/- 180 meters Scaled)
 LZ0339
 LZ0339                          SUPERSEDED SURVEY CONTROL
 LZ0339
 LZ0339  NGVD 29 (??/??/92)  208.917  (m)          685.42   (f) ADJ UNCH    2 0
 LZ0339
 LZ0339.Superseded values are not recommended for survey control.
 LZ0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0339.See file dsdata.txt to determine how the superseded data were derived.
 LZ0339
 LZ0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL584733(NAD 83)
 LZ0339_MARKER: DD = SURVEY DISK
 LZ0339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0339_SP_SET: CURB
 LZ0339_STAMPING: F 360 1969
 LZ0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0339
 LZ0339  HISTORY     - Date     Condition        Report By
 LZ0339  HISTORY     - 1969     MONUMENTED       PADH
 LZ0339  HISTORY     - 1969     GOOD             NGS
 LZ0339
 LZ0339                          STATION DESCRIPTION
 LZ0339
 LZ0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ0339'2.3 MI NE FROM PICTURE ROCKS.
 LZ0339'ABOUT 2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 220 FROM THE POST
 LZ0339'OFFICE IN PICTURE ROCKS, AT THE SMALL VILLAGE OF TIVOLI, 12 FEET
 LZ0339'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1.7 FOOT EAST OF THE
 LZ0339'WEST END OF THE CURB, SET IN THE TOP OF THE SOUTH CURB OF A BRIDGE
 LZ0339'OVER FOX RUN AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1565 ***********************************************************************
 KV1565  DESIGNATION -  F 361
 KV1565  PID         -  KV1565
 KV1565  STATE/COUNTY-  PA/MONROE
 KV1565  USGS QUAD   -  BRODHEADSVILLE (1992)
 KV1565
 KV1565                         *CURRENT SURVEY CONTROL
 KV1565  ___________________________________________________________________
 KV1565* NAD 83(1986)-  40 54 03.     (N)    075 29 48.     (W)     SCALED    
 KV1565* NAVD 88     -       211.822  (meters)     694.95   (feet)  ADJUSTED  
 KV1565  ___________________________________________________________________
 KV1565  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KV1565  DYNAMIC HT  -         211.719 (meters)     694.61  (feet)  COMP
 KV1565  MODELED GRAV-     980,134.0   (mgal)                       NAVD 88
 KV1565
 KV1565  VERT ORDER  -  SECOND    CLASS 0
 KV1565
 KV1565.The horizontal coordinates were scaled from a topographic map and have
 KV1565.an estimated accuracy of +/- 6 seconds.
 KV1565
 KV1565.The orthometric height was determined by differential leveling
 KV1565.and adjusted by the National Geodetic Survey in June 1991..
 KV1565
 KV1565.The geoid height was determined by GEOID03.
 KV1565
 KV1565.The dynamic height is computed by dividing the NAVD 88
 KV1565.geopotential number by the normal gravity value computed on the
 KV1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1565.degrees latitude (g = 980.6199 gals.).
 KV1565
 KV1565.The modeled gravity was interpolated from observed gravity values.
 KV1565
 KV1565;                    North         East    Units  Estimated Accuracy
 KV1565;SPC PA N     -    84,000.      789,850.      MT  (+/- 180 meters Scaled)
 KV1565
 KV1565                          SUPERSEDED SURVEY CONTROL
 KV1565
 KV1565  NGVD 29 (??/??/??)  212.014  (m)          695.58   (f) ADJUSTED    2 0
 KV1565
 KV1565.Superseded values are not recommended for survey control.
 KV1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1565.See file dsdata.txt to determine how the superseded data were derived.
 KV1565
 KV1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL581278(NAD 83)
 KV1565_MARKER: DD = SURVEY DISK
 KV1565_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1565_SP_SET: WINGWALL OF A BRIDGE
 KV1565_STAMPING: F 361 1969
 KV1565_MARK LOGO: PADH  
 KV1565_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV1565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1565
 KV1565  HISTORY     - Date     Condition        Report By
 KV1565  HISTORY     - 1969     MONUMENTED       PADH
 KV1565  HISTORY     - 1969     GOOD             CGS
 KV1565  HISTORY     - 19970201 GOOD             NGS
 KV1565
 KV1565                          STATION DESCRIPTION
 KV1565
 KV1565'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 KV1565'AT KRESGEVILLE.
 KV1565'AT KRESGEVILLE, ABOUT 0.1 MILE WEST OF THE POST OFFICE, 21 FEET
 KV1565'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 209, SET IN THE TOP OF
 KV1565'THE SOUTHWEST WINGWALL OF A BRIDGE AND IS ABOUT LEVEL WITH THE
 KV1565'HIGHWAY.
 KV1565
 KV1565                          STATION RECOVERY (1997)
 KV1565
 KV1565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997
 KV1565'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0131 ***********************************************************************
 ND0131  DESIGNATION -  F 362
 ND0131  PID         -  ND0131
 ND0131  STATE/COUNTY-  PA/ERIE
 ND0131  USGS QUAD   -  ERIE SOUTH (1996)
 ND0131
 ND0131                         *CURRENT SURVEY CONTROL
 ND0131  ___________________________________________________________________
 ND0131* NAD 83(1986)-  42 06 57.     (N)    080 03 57.     (W)     SCALED    
 ND0131* NAVD 88     -       226.025  (meters)     741.55   (feet)  ADJUSTED  
 ND0131  ___________________________________________________________________
 ND0131  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 ND0131  DYNAMIC HT  -         225.944 (meters)     741.28  (feet)  COMP
 ND0131  MODELED GRAV-     980,257.2   (mgal)                       NAVD 88
 ND0131
 ND0131  VERT ORDER  -  FIRST     CLASS II
 ND0131
 ND0131.The horizontal coordinates were scaled from a topographic map and have
 ND0131.an estimated accuracy of +/- 6 seconds.
 ND0131
 ND0131.The orthometric height was determined by differential leveling
 ND0131.and adjusted by the National Geodetic Survey in June 1991..
 ND0131
 ND0131.The geoid height was determined by GEOID03.
 ND0131
 ND0131.The dynamic height is computed by dividing the NAVD 88
 ND0131.geopotential number by the normal gravity value computed on the
 ND0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0131.degrees latitude (g = 980.6199 gals.).
 ND0131
 ND0131.The modeled gravity was interpolated from observed gravity values.
 ND0131
 ND0131;                    North         East    Units  Estimated Accuracy
 ND0131;SPC PA N     -   219,030.      408,500.      MT  (+/- 180 meters Scaled)
 ND0131
 ND0131                          SUPERSEDED SURVEY CONTROL
 ND0131
 ND0131  NGVD 29 (06/03/92)  226.203  (m)          742.13   (f) ADJUSTED    1 2
 ND0131
 ND0131.Superseded values are not recommended for survey control.
 ND0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0131.See file dsdata.txt to determine how the superseded data were derived.
 ND0131
 ND0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG772630(NAD 83)
 ND0131_MARKER: I = METAL ROD
 ND0131_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ND0131_SP_SET: STAINLESS STEEL ROD
 ND0131_STAMPING: F 362 1981
 ND0131_MARK LOGO: NGS   
 ND0131_PROJECTION: FLUSH
 ND0131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0131_ROD/PIPE-DEPTH: 6.4  meters
 ND0131
 ND0131  HISTORY     - Date     Condition        Report By
 ND0131  HISTORY     - 1981     MONUMENTED       NGS
 ND0131  HISTORY     - 1982     GOOD             NGS
 ND0131
 ND0131                          STATION DESCRIPTION
 ND0131
 ND0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ND0131'IN ERIE.
 ND0131'IN ERIE, AT THE JUNCTION OF PARADE AND 25TH STREETS, AT THE SOUTH
 ND0131'CORNER OF THE PENNSYLVANIA FOOD INDUSTRY BUILDING (2426 PARADE
 ND0131'STREET), 45.72 METERS (150.0 FEET) SOUTHWEST OF THE SOUTHWEST CURB OF
 ND0131'PARADE STREET, 4.21 METERS (13.8 FEET) NORTHWEST OF THE NORTHWEST CURB
 ND0131'OF 25TH STREET, 4.11 METERS (13.5 FEET) EAST-NORTHEAST OF THE EAST
 ND0131'CORNER OF THE FRONT PORCH OF HOUSE 352 25TH STREET, 0.46 METER (1.5
 ND0131'FEET) SOUTH OF THE SOUTH CORNER OF THE BUILDING.
 ND0131'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 ND0131
 ND0131                          STATION RECOVERY (1982)
 ND0131
 ND0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 ND0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2875 ***********************************************************************
 KV2875  DESIGNATION -  F 362
 KV2875  PID         -  KV2875
 KV2875  STATE/COUNTY-  PA/MONROE
 KV2875  USGS QUAD   -  PORTLAND (1997)
 KV2875
 KV2875                         *CURRENT SURVEY CONTROL
 KV2875  ___________________________________________________________________
 KV2875* NAD 83(1986)-  40 58 03.     (N)    075 07 18.     (W)     SCALED    
 KV2875* NAVD 88     -        96.815  (meters)     317.63   (feet)  ADJUSTED  
 KV2875  ___________________________________________________________________
 KV2875  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KV2875  DYNAMIC HT  -          96.771 (meters)     317.49  (feet)  COMP
 KV2875  MODELED GRAV-     980,173.1   (mgal)                       NAVD 88
 KV2875
 KV2875  VERT ORDER  -  FIRST     CLASS II
 KV2875
 KV2875.The horizontal coordinates were scaled from a topographic map and have
 KV2875.an estimated accuracy of +/- 6 seconds.
 KV2875
 KV2875.The orthometric height was determined by differential leveling
 KV2875.and adjusted by the National Geodetic Survey in June 1991..
 KV2875
 KV2875.The geoid height was determined by GEOID03.
 KV2875
 KV2875.The dynamic height is computed by dividing the NAVD 88
 KV2875.geopotential number by the normal gravity value computed on the
 KV2875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2875.degrees latitude (g = 980.6199 gals.).
 KV2875
 KV2875.The modeled gravity was interpolated from observed gravity values.
 KV2875
 KV2875;                    North         East    Units  Estimated Accuracy
 KV2875;SPC PA N     -    92,290.      821,210.      MT  (+/- 180 meters Scaled)
 KV2875
 KV2875                          SUPERSEDED SURVEY CONTROL
 KV2875
 KV2875.No superseded survey control is available for this station.
 KV2875
 KV2875_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL897351(NAD 83)
 KV2875_MARKER: DB = BENCH MARK DISK
 KV2875_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2875_SP_SET: STAINLESS STEEL ROD
 KV2875_STAMPING: F 362 1978
 KV2875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2875
 KV2875  HISTORY     - Date     Condition        Report By
 KV2875  HISTORY     - 1978     MONUMENTED       NGS
 KV2875  HISTORY     - 19950105 MARK NOT FOUND   NJGS
 KV2875
 KV2875                          STATION DESCRIPTION
 KV2875
 KV2875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2875'2.0 MI SE FROM DELAWARE WATER GAP.
 KV2875'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 611 FROM THE POST OFFICE AT
 KV2875'DELAWARE WATER GAP, AT A DELAWARE WATER GAP NATIONAL RECREATION
 KV2875'AND ROAD SIDE PARK AREA, 93 FEET WEST OF THE CENTER LINE OF THE
 KV2875'HIGHWAY, 9.0 FEET NORTH OF THE NORTH ENTRANCE OF THE RECREATION
 KV2875'AREA, 6.5 FEET SOUTHWEST OF A 3-INCH MAPLE TREE, 16.9 FEET SOUTHEAST
 KV2875'OF ANOTHER 3-INCH MAPLE TREE, AND SET AT THE SOUTH END OF A
 KV2875'GRASSY AREA. ROD DRIVEN TO REFUSAL.
 KV2875
 KV2875                          STATION RECOVERY (1995)
 KV2875
 KV2875'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV2875'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 KV2875'SEARCH BY A TWO MAN PARTY.  IMPROVEMENTS HAVE BEEN MADE TO THE
 KV2875'ROADSIDE PARK SINCE THE LAST RECOVERY.  THERE IS NO NORTH ENTRANCE TO
 KV2875'THE PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1717 ***********************************************************************
 MB1717  DESIGNATION -  F 363
 MB1717  PID         -  MB1717
 MB1717  STATE/COUNTY-  PA/ERIE
 MB1717  USGS QUAD   -  EAST SPRINGFIELD (1990)
 MB1717
 MB1717                         *CURRENT SURVEY CONTROL
 MB1717  ___________________________________________________________________
 MB1717* NAD 83(1986)-  41 58 48.     (N)    080 22 30.     (W)     SCALED    
 MB1717* NAVD 88     -       236.387  (meters)     775.55   (feet)  ADJUSTED  
 MB1717  ___________________________________________________________________
 MB1717  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 MB1717  DYNAMIC HT  -         236.301 (meters)     775.26  (feet)  COMP
 MB1717  MODELED GRAV-     980,252.7   (mgal)                       NAVD 88
 MB1717
 MB1717  VERT ORDER  -  FIRST     CLASS II
 MB1717
 MB1717.The horizontal coordinates were scaled from a topographic map and have
 MB1717.an estimated accuracy of +/- 6 seconds.
 MB1717
 MB1717.The orthometric height was determined by differential leveling
 MB1717.and adjusted by the National Geodetic Survey in June 1991..
 MB1717
 MB1717.The geoid height was determined by GEOID03.
 MB1717
 MB1717.The dynamic height is computed by dividing the NAVD 88
 MB1717.geopotential number by the normal gravity value computed on the
 MB1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1717.degrees latitude (g = 980.6199 gals.).
 MB1717
 MB1717.The modeled gravity was interpolated from observed gravity values.
 MB1717
 MB1717;                    North         East    Units  Estimated Accuracy
 MB1717;SPC PA N     -   204,680.      382,480.      MT  (+/- 180 meters Scaled)
 MB1717
 MB1717                          SUPERSEDED SURVEY CONTROL
 MB1717
 MB1717  NGVD 29 (06/03/92)  236.582  (m)          776.19   (f) ADJUSTED    1 2
 MB1717
 MB1717.Superseded values are not recommended for survey control.
 MB1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1717.See file dsdata.txt to determine how the superseded data were derived.
 MB1717
 MB1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG517477(NAD 83)
 MB1717_MARKER: DB = BENCH MARK DISK
 MB1717_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MB1717_SP_SET: BRIDGE ABUTMENT
 MB1717_STAMPING: F 363 1981
 MB1717_MARK LOGO: NGS   
 MB1717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1717
 MB1717  HISTORY     - Date     Condition        Report By
 MB1717  HISTORY     - 1981     MONUMENTED       NGS
 MB1717
 MB1717                          STATION DESCRIPTION
 MB1717
 MB1717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1717'5.1 KM (3.2 MI) SW FROM GIRARD.
 MB1717'5.1 KILOMETERS (3.2 MILES) SOUTHWEST ALONG US HIGHWAY 20 FROM THE
 MB1717'JUNCTION OF STATE HIGHWAY 18 NORTH (RICE AVENUE) IN GIRARD TO THE MARK
 MB1717'ON THE RIGHT, THE MARK IS IN TOP OF THE NORTHWEST END OF THE NORTHEAST
 MB1717'ABUTMENT OF THE ABANDONED SPUR TRACK OF THE CONRAIL (AMTRACK)
 MB1717'RAILROAD, 6.25 METERS (20.5 FEET) NORTHWEST OF THE CENTER LINE OF THE
 MB1717'SOUTHWESTBOUND LANE OF THE HIGHWAY AND 0.15 METER (0.5 FOOT) SOUTHEAST
 MB1717'OF THE SOUTHEAST FACE OF THE NORTHWEST HEADWALL OF THE NORTHEAST
 MB1717'ABUTMENT OF THE BRIDGE.
 MB1717'THE MARK IS 0.30 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2897 ***********************************************************************
 KV2897  DESIGNATION -  F 363
 KV2897  PID         -  KV2897
 KV2897  STATE/COUNTY-  PA/NORTHAMPTON
 KV2897  USGS QUAD   -  WIND GAP (1983)
 KV2897
 KV2897                         *CURRENT SURVEY CONTROL
 KV2897  ___________________________________________________________________
 KV2897* NAD 83(1986)-  40 48 05.     (N)    075 15 21.     (W)     SCALED    
 KV2897* NAVD 88     -       190.798  (meters)     625.98   (feet)  ADJUSTED  
 KV2897  ___________________________________________________________________
 KV2897  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KV2897  DYNAMIC HT  -         190.708 (meters)     625.68  (feet)  COMP
 KV2897  MODELED GRAV-     980,150.3   (mgal)                       NAVD 88
 KV2897
 KV2897  VERT ORDER  -  FIRST     CLASS II
 KV2897
 KV2897.The horizontal coordinates were scaled from a topographic map and have
 KV2897.an estimated accuracy of +/- 6 seconds.
 KV2897
 KV2897.The orthometric height was determined by differential leveling
 KV2897.and adjusted by the National Geodetic Survey in June 1991..
 KV2897
 KV2897.The geoid height was determined by GEOID03.
 KV2897
 KV2897.The dynamic height is computed by dividing the NAVD 88
 KV2897.geopotential number by the normal gravity value computed on the
 KV2897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2897.degrees latitude (g = 980.6199 gals.).
 KV2897
 KV2897.The modeled gravity was interpolated from observed gravity values.
 KV2897
 KV2897;                    North         East    Units  Estimated Accuracy
 KV2897;SPC PA S     -   165,980.      810,440.      MT  (+/- 180 meters Scaled)
 KV2897
 KV2897                          SUPERSEDED SURVEY CONTROL
 KV2897
 KV2897.No superseded survey control is available for this station.
 KV2897
 KV2897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL784167(NAD 83)
 KV2897_MARKER: DV = VERTICAL CONTROL DISK
 KV2897_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2897_SP_SET: STAINLESS STEEL ROD
 KV2897_STAMPING: F 363 1978
 KV2897_MARK LOGO: NGS   
 KV2897_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV2897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2897_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2897+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1995
 KV2897
 KV2897  HISTORY     - Date     Condition        Report By
 KV2897  HISTORY     - 1978     MONUMENTED       NGS
 KV2897  HISTORY     - 19940602 GOOD             USPSQD
 KV2897  HISTORY     - 19950105 GOOD             NJGS
 KV2897
 KV2897                          STATION DESCRIPTION
 KV2897
 KV2897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2897'0.85 MI NORTH FROM EDELMAN.
 KV2897'0.85 MILES NORTH ALONG STATE HIGHWAY 191 FROM THE CROSSING OF THE
 KV2897'ERIE LACKAWANNA RAILROAD AT EDELMAN, 5.7 MILES SOUTH OF PEN ARGYL,
 KV2897'1.6 MILES SOUTH OF THE JUNCTION OF STATE HIGHWAY 191 AND PAVED ROAD
 KV2897'LEADING WEST, 17 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY
 KV2897'191, 62 FEET SOUTH AND ACROSS STATE HIGHWAY 191 FROM A 36-INCH
 KV2897'FIR TREE, 59.5 FEET EAST OF MAIL BOX NUMBER 330, 3 FEET WEST OF
 KV2897'POWER POLE NUMBER B 169.
 KV2897
 KV2897                          STATION RECOVERY (1994)
 KV2897
 KV2897'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV2897'RECOVERED IN GOOD CONDITION.
 KV2897
 KV2897                          STATION RECOVERY (1995)
 KV2897
 KV2897'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV2897'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2105 ***********************************************************************
 LY2105  DESIGNATION -  F 364
 LY2105  PID         -  LY2105
 LY2105  STATE/COUNTY-  PA/PIKE
 LY2105  USGS QUAD   -  LAKE MASKENOZHA (1995)
 LY2105
 LY2105                         *CURRENT SURVEY CONTROL
 LY2105  ___________________________________________________________________
 LY2105* NAD 83(1986)-  41 07 43.     (N)    074 56 55.     (W)     SCALED    
 LY2105* NAVD 88     -       107.575  (meters)     352.94   (feet)  ADJUSTED  
 LY2105  ___________________________________________________________________
 LY2105  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 LY2105  DYNAMIC HT  -         107.527 (meters)     352.78  (feet)  COMP
 LY2105  MODELED GRAV-     980,181.4   (mgal)                       NAVD 88
 LY2105
 LY2105  VERT ORDER  -  FIRST     CLASS II
 LY2105
 LY2105.The horizontal coordinates were scaled from a topographic map and have
 LY2105.an estimated accuracy of +/- 6 seconds.
 LY2105
 LY2105.The orthometric height was determined by differential leveling
 LY2105.and adjusted by the National Geodetic Survey in June 1991..
 LY2105
 LY2105.The geoid height was determined by GEOID03.
 LY2105
 LY2105.The dynamic height is computed by dividing the NAVD 88
 LY2105.geopotential number by the normal gravity value computed on the
 LY2105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2105.degrees latitude (g = 980.6199 gals.).
 LY2105
 LY2105.The modeled gravity was interpolated from observed gravity values.
 LY2105
 LY2105;                    North         East    Units  Estimated Accuracy
 LY2105;SPC PA N     -   110,630.      835,190.      MT  (+/- 180 meters Scaled)
 LY2105
 LY2105                          SUPERSEDED SURVEY CONTROL
 LY2105
 LY2105.No superseded survey control is available for this station.
 LY2105
 LY2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL043530(NAD 83)
 LY2105_MARKER: DB = BENCH MARK DISK
 LY2105_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2105_SP_SET: STAINLESS STEEL ROD
 LY2105_STAMPING: F 364 1978
 LY2105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2105
 LY2105  HISTORY     - Date     Condition        Report By
 LY2105  HISTORY     - 1978     MONUMENTED       NGS
 LY2105
 LY2105                          STATION DESCRIPTION
 LY2105
 LY2105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LY2105'3.8 MI NE FROM BUSHKILL.
 LY2105'3.8 MILES NORTHEAST ALONG STATE HIGHWAY 209 FROM THE CHURCH OF
 LY2105'BUSHKILL AT BUSHKILL, 31 FEET SOUTHEAST OF CENTER LINE OF
 LY2105'HIGHWAY 209, 13 FEET EAST OF THE CENTER OF A METAL DRAINAGE DITCH
 LY2105'PIPE UNDER HIGHWAY, 3 FEET EAST OF A POWER POLE NUMBER 432 550.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3965 ***********************************************************************
 JV3965  DESIGNATION -  F 365
 JV3965  PID         -  JV3965
 JV3965  STATE/COUNTY-  PA/FRANKLIN
 JV3965  USGS QUAD   -  CHAMBERSBURG (1990)
 JV3965
 JV3965                         *CURRENT SURVEY CONTROL
 JV3965  ___________________________________________________________________
 JV3965* NAD 83(1986)-  39 57 21.     (N)    077 38 41.     (W)     SCALED    
 JV3965* NAVD 88     -       195.952  (meters)     642.89   (feet)  ADJUSTED  
 JV3965  ___________________________________________________________________
 JV3965  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 JV3965  DYNAMIC HT  -         195.840 (meters)     642.52  (feet)  COMP
 JV3965  MODELED GRAV-     980,052.2   (mgal)                       NAVD 88
 JV3965
 JV3965  VERT ORDER  -  FIRST     CLASS II
 JV3965
 JV3965.The horizontal coordinates were scaled from a topographic map and have
 JV3965.an estimated accuracy of +/- 6 seconds.
 JV3965
 JV3965.The orthometric height was determined by differential leveling
 JV3965.and adjusted by the National Geodetic Survey in June 1991..
 JV3965
 JV3965.The geoid height was determined by GEOID03.
 JV3965
 JV3965.The dynamic height is computed by dividing the NAVD 88
 JV3965.geopotential number by the normal gravity value computed on the
 JV3965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3965.degrees latitude (g = 980.6199 gals.).
 JV3965
 JV3965.The modeled gravity was interpolated from observed gravity values.
 JV3965
 JV3965;                    North         East    Units  Estimated Accuracy
 JV3965;SPC PA S     -    69,120.      609,000.      MT  (+/- 180 meters Scaled)
 JV3965
 JV3965                          SUPERSEDED SURVEY CONTROL
 JV3965
 JV3965.No superseded survey control is available for this station.
 JV3965
 JV3965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK740262(NAD 83)
 JV3965_MARKER: DB = BENCH MARK DISK
 JV3965_SETTING: 66 = SET IN ROCK OUTCROP
 JV3965_SP_SET: ROCK OUTCROP
 JV3965_STAMPING: F 365 1979
 JV3965_MARK LOGO: NGS   
 JV3965_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JV3965_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV3965+STABILITY: POSITION/ELEVATION WELL
 JV3965_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JV3965+SATELLITE: SATELLITE OBSERVATIONS - November 10, 1993
 JV3965
 JV3965  HISTORY     - Date     Condition        Report By
 JV3965  HISTORY     - 1979     MONUMENTED       NGS
 JV3965  HISTORY     - 19931110 GOOD             NGS
 JV3965  HISTORY     - 20060719 GOOD             GEOCAC
 JV3965
 JV3965                          STATION DESCRIPTION
 JV3965
 JV3965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JV3965'1.95 MI NORTH FROM CHAMBERSBURG.
 JV3965'1.95 MILES NORTH ALONG U.S. HIGHWAY 11 FROM THE JUNCTION OF STATE
 JV3965'HIGHWAY 30 AND U.S. HIGHWAY 11 IN CHAMBERSBURG TO THE MARK ON THE
 JV3965'RIGHT, 128 FEET EAST OF THE CENTER OF THE JUNCTION OF ROLAND AVENUE
 JV3965'AND HIGHWAY, 120 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 JV3965'40.5 FEET EAST AND ACROSS ROLAND AVENUE FROM POWER POLE NUMBER 1.5,
 JV3965'30.5 FEET SOUTHEAST OF POWER POLE NUMBER 1, AND 20.5 FEET NORTH OF
 JV3965'THE CENTER LINE OF ROLAND AVENUE.
 JV3965'THE MARK IS 1 FT ABOVE AVENUE.
 JV3965
 JV3965                          STATION RECOVERY (1993)
 JV3965
 JV3965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JV3965'RECOVERED IN GOOD CONDITION.
 JV3965
 JV3965                          STATION RECOVERY (2006)
 JV3965
 JV3965'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV3965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3901 ***********************************************************************
 JV3901  DESIGNATION -  F 368
 JV3901  PID         -  JV3901
 JV3901  STATE/COUNTY-  PA/LANCASTER
 JV3901  USGS QUAD   -  WAKEFIELD (1976)
 JV3901
 JV3901                         *CURRENT SURVEY CONTROL
 JV3901  ___________________________________________________________________
 JV3901* NAD 83(1986)-  39 48 29.     (N)    076 11 09.     (W)     SCALED    
 JV3901* NAVD 88     -       145.792  (meters)     478.32   (feet)  ADJUSTED  
 JV3901  ___________________________________________________________________
 JV3901  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JV3901  DYNAMIC HT  -         145.719 (meters)     478.08  (feet)  COMP
 JV3901  MODELED GRAV-     980,122.2   (mgal)                       NAVD 88
 JV3901
 JV3901  VERT ORDER  -  FIRST     CLASS II
 JV3901
 JV3901.The horizontal coordinates were scaled from a topographic map and have
 JV3901.an estimated accuracy of +/- 6 seconds.
 JV3901
 JV3901.The orthometric height was determined by differential leveling
 JV3901.and adjusted by the National Geodetic Survey in June 1991..
 JV3901
 JV3901.The geoid height was determined by GEOID03.
 JV3901
 JV3901.The dynamic height is computed by dividing the NAVD 88
 JV3901.geopotential number by the normal gravity value computed on the
 JV3901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3901.degrees latitude (g = 980.6199 gals.).
 JV3901
 JV3901.The modeled gravity was interpolated from observed gravity values.
 JV3901
 JV3901;                    North         East    Units  Estimated Accuracy
 JV3901;SPC PA S     -    53,900.      733,940.      MT  (+/- 180 meters Scaled)
 JV3901
 JV3901                          SUPERSEDED SURVEY CONTROL
 JV3901
 JV3901.No superseded survey control is available for this station.
 JV3901
 JV3901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK984071(NAD 83)
 JV3901_MARKER: DB = BENCH MARK DISK
 JV3901_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JV3901_SP_SET: STAINLESS STEEL ROD
 JV3901_STAMPING: F 368 1979
 JV3901_PROJECTION: FLUSH
 JV3901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3901_ROD/PIPE-DEPTH: 3.66 meters
 JV3901
 JV3901  HISTORY     - Date     Condition        Report By
 JV3901  HISTORY     - 1979     MONUMENTED       NGS
 JV3901
 JV3901                          STATION DESCRIPTION
 JV3901
 JV3901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JV3901'2.3 MI NORTH FROM WAKEFIELD.
 JV3901'2.3 MILES NORTH ALONG STATE HIGHWAY 272 FROM THE PEACH BOTTOM POST
 JV3901'OFFICE IN WAKEFIELD, AT THE CROSSING OF GOSHEN MILL ROAD, 136 FEET
 JV3901'EAST OF THE CENTERLINE OF THE HIGHWAY.  219 FEET WEST-SOUTHWEST
 JV3901'OF THE SOUTHWEST CORNER OF A LARGE GREEN BUILDING, 55.5 FEET NORTHEAST
 JV3901'AND ACROSS ROAD FROM A WHITE HOUSE, 21 FEET NORTHEAST OF THE CENTER
 JV3901'OF THE ROAD, AND 5 FEET NORTH OF POWER POLE NUMBER H 1-1/2.  NOTE,
 JV3901'ROD WAS DRIVEN TO REFUSAL AT 12 FEET.
 JV3901'THE MARK IS 2 FT  S FROM A WITNESS POST.
 JV3901'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2661 ***********************************************************************
 KW2661  DESIGNATION -  F 369
 KW2661  PID         -  KW2661
 KW2661  STATE/COUNTY-  PA/LANCASTER
 KW2661  USGS QUAD   -  YORK HAVEN (1990)
 KW2661
 KW2661                         *CURRENT SURVEY CONTROL
 KW2661  ___________________________________________________________________
 KW2661* NAD 83(1986)-  40 05 56.     (N)    076 40 35.     (W)     SCALED    
 KW2661* NAVD 88     -        84.418  (meters)     276.96   (feet)  ADJUSTED  
 KW2661  ___________________________________________________________________
 KW2661  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KW2661  DYNAMIC HT  -          84.373 (meters)     276.81  (feet)  COMP
 KW2661  MODELED GRAV-     980,101.3   (mgal)                       NAVD 88
 KW2661  OBS GRAVITY -     980,105.9   (mgal)                       GRAV_OBS
 KW2661
 KW2661  VERT ORDER  -  FIRST     CLASS II
 KW2661
 KW2661.The horizontal coordinates were scaled from a topographic map and have
 KW2661.an estimated accuracy of +/- 6 seconds.
 KW2661
 KW2661.The orthometric height was determined by differential leveling
 KW2661.and adjusted by the National Geodetic Survey in June 1991..
 KW2661
 KW2661.The geoid height was determined by GEOID03.
 KW2661
 KW2661.The dynamic height is computed by dividing the NAVD 88
 KW2661.geopotential number by the normal gravity value computed on the
 KW2661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2661.degrees latitude (g = 980.6199 gals.).
 KW2661
 KW2661.The modeled gravity was interpolated from observed gravity values.
 KW2661.The observed gravity was obtained from relative gravimeter ties
 KW2661.to the IGSN71 gravity network.
 KW2661
 KW2661;                    North         East    Units  Estimated Accuracy
 KW2661;SPC PA S     -    85,560.      691,540.      MT  (+/- 180 meters Scaled)
 KW2661
 KW2661                          SUPERSEDED SURVEY CONTROL
 KW2661
 KW2661.No superseded survey control is available for this station.
 KW2661
 KW2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK571400(NAD 83)
 KW2661_MARKER: DB = BENCH MARK DISK
 KW2661_SETTING: 66 = SET IN ROCK OUTCROP
 KW2661_SP_SET: ROCK OUTCROP
 KW2661_STAMPING: F 369 1979
 KW2661_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW2661+STABILITY: POSITION/ELEVATION WELL
 KW2661_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW2661+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 KW2661
 KW2661  HISTORY     - Date     Condition        Report By
 KW2661  HISTORY     - 1979     MONUMENTED       NGS
 KW2661  HISTORY     - 20060311 GOOD             GEOCAC
 KW2661
 KW2661                          STATION DESCRIPTION
 KW2661
 KW2661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KW2661'0.7 MI NW FROM BAINBRIDGE.
 KW2661'0.7 MILE NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE CROSSING
 KW2661'OF RACE STREET AND THE RAILROAD IN BAINBRIDGE, AT A 30 FOOT HIGH
 KW2661'ROCK CUT FOR THE RAILROAD, AT A LARGE 3-POLE POWER LINE CROSSING
 KW2661'OVER THE TRACKS, BETWEEN THE MOST SOUTHERLY AND THE MIDDLE WIRE OF
 KW2661'THE MIDDLE POWER POLE, IN BEDROCK, 100.2 FEET NORTH AND ACROSS
 KW2661'THE TRACKS FROM A TROLLY POLE, 53.8 FEET NORTHEAST OF THE NORTH-
 KW2661'EAST RAIL, AND ABOUT 3 FEET ABOVE GROUND.
 KW2661'THE MARK IS ABOVE LEVEL WITH TRACKS.
 KW2661
 KW2661                          STATION RECOVERY (2006)
 KW2661
 KW2661'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW2661'STATION WAS FOUND UNDER 2 FEET OF DIRT PUSHED ALONG THE SIDE OF THE
 KW2661'ROCK FACE. STATION IS 6 FEET 2 INCHES NORTH OF A ONE FOOT PROJECTION
 KW2661'OF THE OUTCROP, 12 FEET NORHTH OF THE LOWER SOUTH EDGE OF THE CUT,
 KW2661'96.4 FEET AT 313 DEGREES FROM MILEPOST 4 ACROSS THE TRACKS, 99 FEET AT
 KW2661'291 DEGREES FROM A TELEPHONE POLE ACROSS THE TRACKS.
 KW2661' 
 KW2661'N 40 05 56.6 W 076 40 34.5
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2326 ***********************************************************************
 KW2326  DESIGNATION -  F 37
 KW2326  PID         -  KW2326
 KW2326  STATE/COUNTY-  PA/CENTRE
 KW2326  USGS QUAD   -  STATE COLLEGE (1987)
 KW2326
 KW2326                         *CURRENT SURVEY CONTROL
 KW2326  ___________________________________________________________________
 KW2326* NAD 83(1986)-  40 52 06.     (N)    077 51 40.     (W)     SCALED    
 KW2326* NAVD 88     -       284.069  (meters)     931.98   (feet)  ADJUSTED  
 KW2326  ___________________________________________________________________
 KW2326  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KW2326  DYNAMIC HT  -         283.932 (meters)     931.53  (feet)  COMP
 KW2326  MODELED GRAV-     980,133.5   (mgal)                       NAVD 88
 KW2326
 KW2326  VERT ORDER  -  SECOND    CLASS 0
 KW2326
 KW2326.The horizontal coordinates were scaled from a topographic map and have
 KW2326.an estimated accuracy of +/- 6 seconds.
 KW2326
 KW2326.The orthometric height was determined by differential leveling
 KW2326.and adjusted by the National Geodetic Survey in June 1991..
 KW2326
 KW2326.The geoid height was determined by GEOID03.
 KW2326
 KW2326.The dynamic height is computed by dividing the NAVD 88
 KW2326.geopotential number by the normal gravity value computed on the
 KW2326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2326.degrees latitude (g = 980.6199 gals.).
 KW2326
 KW2326.The modeled gravity was interpolated from observed gravity values.
 KW2326
 KW2326;                    North         East    Units  Estimated Accuracy
 KW2326;SPC PA N     -    77,930.      590,630.      MT  (+/- 180 meters Scaled)
 KW2326
 KW2326                          SUPERSEDED SURVEY CONTROL
 KW2326
 KW2326  NGVD 29 (??/??/??)  284.270  (m)          932.64   (f) ADJUSTED    2 0
 KW2326
 KW2326.Superseded values are not recommended for survey control.
 KW2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2326.See file dsdata.txt to determine how the superseded data were derived.
 KW2326
 KW2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL588280(NAD 83)
 KW2326_MARKER: DB = BENCH MARK DISK
 KW2326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2326_STAMPING: F 37 1934
 KW2326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2326+STABILITY: SURFACE MOTION
 KW2326
 KW2326  HISTORY     - Date     Condition        Report By
 KW2326  HISTORY     - 1934     MONUMENTED       CGS
 KW2326  HISTORY     - 1961     MARK NOT FOUND   USGS
 KW2326  HISTORY     - 1979     GOOD             NGS
 KW2326
 KW2326                          STATION DESCRIPTION
 KW2326
 KW2326'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW2326'5.4 MI SW FROM BELLEFONTE.
 KW2326'5.4 MILES SOUTHWEST ALONG THE BELLEFONTE CENTRAL RAILROAD FROM
 KW2326'BELLEFONTE, CENTRE COUNTY, ABOUT 2,200 FEET SOUTH OF MILEPOST 5,
 KW2326'ABOUT 100 FEET WEST OF AN UNPAINTED BARN WITH A ROCK FOUNDATION,
 KW2326'AT THE CROSSING OF A SECONARY ROAD, 12 FEET EAST OF THE RAIL,
 KW2326'AND ABOUT LEVEL WITH THE TOP OF THE RAIL, AND SET IN THE TOP
 KW2326'OF A CONCRETE POST.
 KW2326
 KW2326                          STATION RECOVERY (1961)
 KW2326
 KW2326'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KW2326'MARK NOT FOUND.
 KW2326
 KW2326                          STATION RECOVERY (1979)
 KW2326
 KW2326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2326'THE MARK WAS RECOVERED IN GOOD CONDITION. HOWEVER, THE BARN IN THE
 KW2326'DESCRIPTION NO LONGER EXISTS, THE TRACKS HAVE BEEN REMOVED, AND THE
 KW2326'ROAD IS NOW JUST A SET OF DIRT TIRE TRACKS. THE MARK IS ON THE EAST
 KW2326'CORNER OF THE INTERSECTION OF THE TIRE TRACKS AND THE OLD RAILROAD
 KW2326'RIGHT-OF-WAY, 20.2 FEET FROM POWER POLE A-68-345, THE LAST POLE ON
 KW2326'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3361 ***********************************************************************
 KV3361  DESIGNATION -  F 371
 KV3361  PID         -  KV3361
 KV3361  STATE/COUNTY-  PA/NORTHAMPTON
 KV3361  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV3361
 KV3361                         *CURRENT SURVEY CONTROL
 KV3361  ___________________________________________________________________
 KV3361* NAD 83(1986)-  40 37 20.     (N)    075 24 02.     (W)     SCALED    
 KV3361* NAVD 88     -       101.621  (meters)     333.40   (feet)  ADJUSTED  
 KV3361  ___________________________________________________________________
 KV3361  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 KV3361  DYNAMIC HT  -         101.572 (meters)     333.24  (feet)  COMP
 KV3361  MODELED GRAV-     980,139.9   (mgal)                       NAVD 88
 KV3361
 KV3361  VERT ORDER  -  FIRST     CLASS II
 KV3361
 KV3361.The horizontal coordinates were scaled from a topographic map and have
 KV3361.an estimated accuracy of +/- 6 seconds.
 KV3361
 KV3361.The orthometric height was determined by differential leveling
 KV3361.and adjusted by the National Geodetic Survey in June 1991..
 KV3361
 KV3361.The geoid height was determined by GEOID03.
 KV3361
 KV3361.The dynamic height is computed by dividing the NAVD 88
 KV3361.geopotential number by the normal gravity value computed on the
 KV3361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3361.degrees latitude (g = 980.6199 gals.).
 KV3361
 KV3361.The modeled gravity was interpolated from observed gravity values.
 KV3361
 KV3361;                    North         East    Units  Estimated Accuracy
 KV3361;SPC PA S     -   145,760.      798,770.      MT  (+/- 180 meters Scaled)
 KV3361
 KV3361                          SUPERSEDED SURVEY CONTROL
 KV3361
 KV3361.No superseded survey control is available for this station.
 KV3361
 KV3361_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK661968(NAD 83)
 KV3361_MARKER: DB = BENCH MARK DISK
 KV3361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV3361_SP_SET: FOUNDATION
 KV3361_STAMPING: F 371 1979
 KV3361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3361_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3361+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2005
 KV3361
 KV3361  HISTORY     - Date     Condition        Report By
 KV3361  HISTORY     - 1979     MONUMENTED       NGS
 KV3361  HISTORY     - 19940506 GOOD             USPSQD
 KV3361  HISTORY     - 20040221 GOOD             USPSQD
 KV3361  HISTORY     - 20051003 GOOD             GEOCAC
 KV3361
 KV3361                          STATION DESCRIPTION
 KV3361
 KV3361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3361'IN BETHLEHEM.
 KV3361'IN BETHLEHEM, AT THE SOUTHEAST CORNER OF 12TH AVENUE AND BROAD STREET,
 KV3361'SET IN TOP OF A LARGE BASEMENT WINDOW VENT IN FRONT OF THE NORTH FACE
 KV3361'OF THE FIRST VALLEY NATIONAL BANK, WEST BROAD STREET OFFICE, 38.7 FEET
 KV3361'SOUTH OF THE SOUTH CURB OF BROAD STREET, 25.9 FEET WEST OF THE
 KV3361'NORTHEAST CORNER OF THE BUILDING, 16.5 FEET EAST OF THE CENTER OF THE
 KV3361'MAIN ENTRANCE DOORS TO THE BANK.
 KV3361'THE MARK IS 1 FT ABOVE STREET.
 KV3361
 KV3361                          STATION RECOVERY (1994)
 KV3361
 KV3361'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV3361'RECOVERED IN GOOD CONDITION.
 KV3361
 KV3361                          STATION RECOVERY (2004)
 KV3361
 KV3361'RECOVERY NOTE BY US POWER SQUADRON 2004 (JMS)
 KV3361'THE BANK IS NOW FLEET BANK.
 KV3361
 KV3361                          STATION RECOVERY (2005)
 KV3361
 KV3361'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 KV3361'LOCATED AS DESCRIBED, EXCEPT BANK IS NOW BANK OF AMERICA.
 KV3361' 
 KV3361'DISK APPEARS TO BE STAMPED 'F 37 1979' (MISSING FINAL DIGIT OF
 KV3361'DESIGNATION).
 KV3361' 
 KV3361'HANDHELD GPS COORDINATES 40 37 20.4 N, 075 23 59.1 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3389 ***********************************************************************
 KV3389  DESIGNATION -  F 372                   1
 KV3389  PID         -  KV3389
 KV3389  STATE/COUNTY-  PA/BERKS
 KV3389  USGS QUAD   -  FLEETWOOD (1980)
 KV3389
 KV3389                         *CURRENT SURVEY CONTROL
 KV3389  ___________________________________________________________________
 KV3389* NAD 83(1986)-  40 26 54.     (N)    075 50 10.     (W)     SCALED    
 KV3389* NAVD 88     -       122.916  (meters)     403.27   (feet)  ADJUSTED  
 KV3389  ___________________________________________________________________
 KV3389  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 KV3389  DYNAMIC HT  -         122.852 (meters)     403.06  (feet)  COMP
 KV3389  MODELED GRAV-     980,105.0   (mgal)                       NAVD 88
 KV3389
 KV3389  VERT ORDER  -  FIRST     CLASS II
 KV3389
 KV3389.The horizontal coordinates were scaled from a topographic map and have
 KV3389.an estimated accuracy of +/- 6 seconds.
 KV3389
 KV3389.The orthometric height was determined by differential leveling
 KV3389.and adjusted by the National Geodetic Survey in June 1991..
 KV3389
 KV3389.The geoid height was determined by GEOID03.
 KV3389
 KV3389.The dynamic height is computed by dividing the NAVD 88
 KV3389.geopotential number by the normal gravity value computed on the
 KV3389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3389.degrees latitude (g = 980.6199 gals.).
 KV3389
 KV3389.The modeled gravity was interpolated from observed gravity values.
 KV3389
 KV3389;                    North         East    Units  Estimated Accuracy
 KV3389;SPC PA S     -   125,560.      762,340.      MT  (+/- 180 meters Scaled)
 KV3389
 KV3389                          SUPERSEDED SURVEY CONTROL
 KV3389
 KV3389.No superseded survey control is available for this station.
 KV3389
 KV3389_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK290778(NAD 83)
 KV3389_MARKER: DB = BENCH MARK DISK
 KV3389_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3389_SP_SET: STAINLESS STEEL ROD
 KV3389_STAMPING: F 372 1979
 KV3389_PROJECTION: RECESSED 10 CENTIMETERS
 KV3389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3389_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3389+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2001
 KV3389
 KV3389  HISTORY     - Date     Condition        Report By
 KV3389  HISTORY     - 1979     MONUMENTED       NGS
 KV3389  HISTORY     - 20010331 GOOD             NGS
 KV3389  HISTORY     - 20011216 MARK NOT FOUND   USPSQD
 KV3389  HISTORY     - 20031229 MARK NOT FOUND   USPSQD
 KV3389  HISTORY     - 20050406 GOOD             GEOCAC
 KV3389
 KV3389                          STATION DESCRIPTION
 KV3389
 KV3389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3389'1.05 MI WEST FROM FLEETWOOD.
 KV3389'1.05 MILES WEST ALONG MAIN STREET ALSO CALLED BLANDON ROAD FROM THE
 KV3389'JUNCTION OF STATE ROUTE 662 SOUTH IN FLEETWOOD TO THE MARK ON THE
 KV3389'RIGHT, ON THE WEST SIDE OF POWER POLE CM-397 WITH A GUY WIRE, 0.1
 KV3389'MILE WEST OF THE JUNCTION OF BOYER ROAD, 27.5 FEET NORTH OF THE
 KV3389'CENTERLINE OF THE ROAD, 8.5 FEET SOUTH OF THE BASE OF THE GUY WIRE,
 KV3389'2.5 FEET WEST OF THE POWER POLE.
 KV3389'THE MARK IS 1 FT  E FROM A WITNESS POST.
 KV3389'THE MARK IS ABOVE LEVEL WITH ROAD.
 KV3389
 KV3389                          STATION RECOVERY (2001)
 KV3389
 KV3389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV3389'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV3389
 KV3389                          STATION RECOVERY (2001)
 KV3389
 KV3389'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV3389'MARK NOT FOUND.
 KV3389
 KV3389                          STATION RECOVERY (2003)
 KV3389
 KV3389'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEQ)
 KV3389'MARK NOT FOUND.
 KV3389
 KV3389                          STATION RECOVERY (2005)
 KV3389
 KV3389'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KV3389'STATION IS AS DESCRIBED IN 1979. IT IS LOCATED IN A 4 INCH PIPE
 KV3389'WITHOUT A CAP, APPROX 8 INCHES BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1609 ***********************************************************************
 KW1609  DESIGNATION -  F 38
 KW1609  PID         -  KW1609
 KW1609  STATE/COUNTY-  PA/UNION
 KW1609  USGS QUAD   -  WEIKERT (1973)
 KW1609
 KW1609                         *CURRENT SURVEY CONTROL
 KW1609  ___________________________________________________________________
 KW1609* NAD 83(1986)-  40 51 01.     (N)    077 19 29.     (W)     SCALED    
 KW1609* NAVD 88     -       263.733  (meters)     865.26   (feet)  ADJUSTED  
 KW1609  ___________________________________________________________________
 KW1609  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KW1609  DYNAMIC HT  -         263.599 (meters)     864.82  (feet)  COMP
 KW1609  MODELED GRAV-     980,109.3   (mgal)                       NAVD 88
 KW1609
 KW1609  VERT ORDER  -  SECOND    CLASS 0
 KW1609
 KW1609.The horizontal coordinates were scaled from a topographic map and have
 KW1609.an estimated accuracy of +/- 6 seconds.
 KW1609
 KW1609.The orthometric height was determined by differential leveling
 KW1609.and adjusted by the National Geodetic Survey in June 1991..
 KW1609
 KW1609.The geoid height was determined by GEOID03.
 KW1609
 KW1609.The dynamic height is computed by dividing the NAVD 88
 KW1609.geopotential number by the normal gravity value computed on the
 KW1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1609.degrees latitude (g = 980.6199 gals.).
 KW1609
 KW1609.The modeled gravity was interpolated from observed gravity values.
 KW1609
 KW1609;                    North         East    Units  Estimated Accuracy
 KW1609;SPC PA N     -    76,010.      635,860.      MT  (+/- 180 meters Scaled)
 KW1609
 KW1609                          SUPERSEDED SURVEY CONTROL
 KW1609
 KW1609  NGVD 29 (??/??/??)  263.939  (m)          865.94   (f) ADJUSTED    2 0
 KW1609
 KW1609.Superseded values are not recommended for survey control.
 KW1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1609.See file dsdata.txt to determine how the superseded data were derived.
 KW1609
 KW1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL040247(NAD 83)
 KW1609_MARKER: DB = BENCH MARK DISK
 KW1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1609_STAMPING: F 38 1934
 KW1609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1609+STABILITY: SURFACE MOTION
 KW1609
 KW1609  HISTORY     - Date     Condition        Report By
 KW1609  HISTORY     - 1934     MONUMENTED       CGS
 KW1609
 KW1609                          STATION DESCRIPTION
 KW1609
 KW1609'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1609'1.7 MI E FROM CHERRY RUN.
 KW1609'100 FEET WEST OF A TOWNSHIP-ROAD CROSSING, ABOUT 90 FEET WEST
 KW1609'OF THE TWO-STORY FRAME DWELLING OF A.J. SCHAFFER, 40 FEET
 KW1609'NORTHWEST OF A WHITE FRAME OUTHOUSE, 35 FEET SOUTHEAST OF A
 KW1609'CAST-IRON WHISTLE POST, 20 FEET SOUTH OF THE CENTER LINE OF THE
 KW1609'TRACK, AND ABOUT 6 INCHES HIGHER THAN THE TOP OF THE RAIL.  SET
 KW1609'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1674 ***********************************************************************
 KW1674  DESIGNATION -  F 39
 KW1674  PID         -  KW1674
 KW1674  STATE/COUNTY-  PA/MIFFLIN
 KW1674  USGS QUAD   -  MC CLURE (1978)
 KW1674
 KW1674                         *CURRENT SURVEY CONTROL
 KW1674  ___________________________________________________________________
 KW1674* NAD 83(1986)-  40 41 26.     (N)    077 21 08.     (W)     SCALED    
 KW1674* NAVD 88     -       242.416  (meters)     795.33   (feet)  ADJUSTED  
 KW1674  ___________________________________________________________________
 KW1674  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KW1674  DYNAMIC HT  -         242.301 (meters)     794.95  (feet)  COMP
 KW1674  MODELED GRAV-     980,145.2   (mgal)                       NAVD 88
 KW1674
 KW1674  VERT ORDER  -  SECOND    CLASS 0
 KW1674
 KW1674.The horizontal coordinates were scaled from a topographic map and have
 KW1674.an estimated accuracy of +/- 6 seconds.
 KW1674
 KW1674.The orthometric height was determined by differential leveling
 KW1674.and adjusted by the National Geodetic Survey in June 1991..
 KW1674
 KW1674.The geoid height was determined by GEOID03.
 KW1674
 KW1674.The dynamic height is computed by dividing the NAVD 88
 KW1674.geopotential number by the normal gravity value computed on the
 KW1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1674.degrees latitude (g = 980.6199 gals.).
 KW1674
 KW1674.The modeled gravity was interpolated from observed gravity values.
 KW1674
 KW1674;                    North         East    Units  Estimated Accuracy
 KW1674;SPC PA S     -   150,780.      633,620.      MT  (+/- 180 meters Scaled)
 KW1674
 KW1674                          SUPERSEDED SURVEY CONTROL
 KW1674
 KW1674  NGVD 29 (??/??/??)  242.631  (m)          796.03   (f) ADJUSTED    2 0
 KW1674
 KW1674.Superseded values are not recommended for survey control.
 KW1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1674.See file dsdata.txt to determine how the superseded data were derived.
 KW1674
 KW1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL012070(NAD 83)
 KW1674_MARKER: DB = BENCH MARK DISK
 KW1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1674_STAMPING: F 39 1934
 KW1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1674+STABILITY: SURFACE MOTION
 KW1674
 KW1674  HISTORY     - Date     Condition        Report By
 KW1674  HISTORY     - 1934     MONUMENTED       CGS
 KW1674  HISTORY     - 1966     MARK NOT FOUND   USGS
 KW1674
 KW1674                          STATION DESCRIPTION
 KW1674
 KW1674'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1674'2.3 MI W FROM MC CLURE.
 KW1674'2.3 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM MC CLURE,
 KW1674'350 FEET WEST OF MILEPOST 15, 100 FEET EAST OF A TOWNSHIP-ROAD
 KW1674'CROSSING, 48 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 6 FEET
 KW1674'EAST OF A POLE ON THE EDGE OF A LARGE CLEARED FIELD, AND 5 FEET
 KW1674'HIGHER THAN THE TOP OF THE RAIL.  SET IN THE TOP OF A CONCRETE POST.
 KW1674
 KW1674                          STATION RECOVERY (1966)
 KW1674
 KW1674'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KW1674'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3401 ***********************************************************************
 KV3401  DESIGNATION -  F 397                   1
 KV3401  PID         -  KV3401
 KV3401  STATE/COUNTY-  PA/BERKS
 KV3401  USGS QUAD   -  READING (1983)
 KV3401
 KV3401                         *CURRENT SURVEY CONTROL
 KV3401  ___________________________________________________________________
 KV3401* NAD 83(1986)-  40 20 10.     (N)    075 55 31.     (W)     SCALED    
 KV3401* NAVD 88     -        82.402  (meters)     270.35   (feet)  ADJUSTED  
 KV3401  ___________________________________________________________________
 KV3401  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 KV3401  DYNAMIC HT  -          82.359 (meters)     270.21  (feet)  COMP
 KV3401  MODELED GRAV-     980,111.8   (mgal)                       NAVD 88
 KV3401  OBS GRAVITY -     980,111.8   (mgal)                       GRAV_OBS
 KV3401
 KV3401  VERT ORDER  -  FIRST     CLASS II
 KV3401
 KV3401.The horizontal coordinates were scaled from a topographic map and have
 KV3401.an estimated accuracy of +/- 6 seconds.
 KV3401
 KV3401.The orthometric height was determined by differential leveling
 KV3401.and adjusted by the National Geodetic Survey in June 1991..
 KV3401
 KV3401.The geoid height was determined by GEOID03.
 KV3401
 KV3401.The dynamic height is computed by dividing the NAVD 88
 KV3401.geopotential number by the normal gravity value computed on the
 KV3401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3401.degrees latitude (g = 980.6199 gals.).
 KV3401
 KV3401.The modeled gravity was interpolated from observed gravity values.
 KV3401.The observed gravity was obtained from relative gravimeter ties
 KV3401.to the IGSN71 gravity network.
 KV3401
 KV3401;                    North         East    Units  Estimated Accuracy
 KV3401;SPC PA S     -   112,950.      755,040.      MT  (+/- 180 meters Scaled)
 KV3401
 KV3401                          SUPERSEDED SURVEY CONTROL
 KV3401
 KV3401.No superseded survey control is available for this station.
 KV3401
 KV3401_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK214654(NAD 83)
 KV3401_MARKER: DB = BENCH MARK DISK
 KV3401_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV3401_SP_SET: BUILDING
 KV3401_STAMPING: F 397 1978
 KV3401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3401_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3401+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2004
 KV3401
 KV3401  HISTORY     - Date     Condition        Report By
 KV3401  HISTORY     - 1978     MONUMENTED       NGS
 KV3401  HISTORY     - 19991218 GOOD             USPSQD
 KV3401  HISTORY     - 20011228 GOOD             USPSQD
 KV3401  HISTORY     - 20041219 GOOD             USPSQD
 KV3401
 KV3401                          STATION DESCRIPTION
 KV3401
 KV3401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV3401'IN READING.
 KV3401'AT THE BERKS COUNTY COURTHOUSE, 33 NORTH SIXTH STREET, SET IN THE
 KV3401'WEST END OF THE LANDING OF THE SOUTH ENTRANCE TO THE BUILDING,
 KV3401'13.5 FEET NORTH OF THE NORTH CURB RETURN OF COURT STREET, ABOUT
 KV3401'110 FEET EAST OF THE SOUTHWEST CORNER OF THE BUILDING, AND 1.5 FEET
 KV3401'EAST OF THE WEST EDGE OF THE DOORWAY. THIS BENCH MARK HAS BEEN
 KV3401'DESIGNATED A BASIC NET A LEVEL LINE JUNCTION MARK.
 KV3401'THE MARK IS 1 FT ABOVE SIDEWALK.
 KV3401
 KV3401                          STATION RECOVERY (1999)
 KV3401
 KV3401'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV3401'RECOVERED IN GOOD CONDITION.
 KV3401
 KV3401                          STATION RECOVERY (2001)
 KV3401
 KV3401'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV3401'RECOVERED IN GOOD CONDITION.
 KV3401
 KV3401                          STATION RECOVERY (2004)
 KV3401
 KV3401'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEQ)
 KV3401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1836 ***********************************************************************
 KW1836  DESIGNATION -  F 4
 KW1836  PID         -  KW1836
 KW1836  STATE/COUNTY-  PA/CUMBERLAND
 KW1836  USGS QUAD   -  CARLISLE (1984)
 KW1836
 KW1836                         *CURRENT SURVEY CONTROL
 KW1836  ___________________________________________________________________
 KW1836* NAD 83(1986)-  40 13 02.     (N)    077 08 27.     (W)     SCALED    
 KW1836* NAVD 88     -       141.193  (meters)     463.23   (feet)  ADJUSTED  
 KW1836  ___________________________________________________________________
 KW1836  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 KW1836  DYNAMIC HT  -         141.121 (meters)     462.99  (feet)  COMP
 KW1836  MODELED GRAV-     980,116.5   (mgal)                       NAVD 88
 KW1836
 KW1836  VERT ORDER  -  FIRST     CLASS II
 KW1836
 KW1836.The horizontal coordinates were scaled from a topographic map and have
 KW1836.an estimated accuracy of +/- 6 seconds.
 KW1836
 KW1836.The orthometric height was determined by differential leveling
 KW1836.and adjusted by the National Geodetic Survey in June 1991..
 KW1836
 KW1836.The geoid height was determined by GEOID03.
 KW1836
 KW1836.The dynamic height is computed by dividing the NAVD 88
 KW1836.geopotential number by the normal gravity value computed on the
 KW1836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1836.degrees latitude (g = 980.6199 gals.).
 KW1836
 KW1836.The modeled gravity was interpolated from observed gravity values.
 KW1836
 KW1836;                    North         East    Units  Estimated Accuracy
 KW1836;SPC PA S     -    98,320.      651,850.      MT  (+/- 180 meters Scaled)
 KW1836
 KW1836                          SUPERSEDED SURVEY CONTROL
 KW1836
 KW1836  NGVD 29 (??/??/??)  141.408  (m)          463.94   (f) ADJUSTED    1 2
 KW1836
 KW1836.Superseded values are not recommended for survey control.
 KW1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1836.See file dsdata.txt to determine how the superseded data were derived.
 KW1836
 KW1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK178540(NAD 83)
 KW1836_MARKER: DB = BENCH MARK DISK
 KW1836_SETTING: 66 = SET IN ROCK OUTCROP
 KW1836_SP_SET: ROCK LEDGE
 KW1836_STAMPING: 463.936 F 4 1931
 KW1836_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW1836+STABILITY: POSITION/ELEVATION WELL
 KW1836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW1836+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 KW1836
 KW1836  HISTORY     - Date     Condition        Report By
 KW1836  HISTORY     - 1931     MONUMENTED       CGS
 KW1836  HISTORY     - 1952     GOOD             CGS
 KW1836  HISTORY     - 20050727 GOOD             USPSQD
 KW1836
 KW1836                          STATION DESCRIPTION
 KW1836
 KW1836'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KW1836'3 MI E FROM CARLISLE.
 KW1836'3.0 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KW1836'AT CARLISLE, CUMBERLAND COUNTY, DIRECTLY BEHIND THE SHAVER HOUSE
 KW1836'IN DRYTOWN, 26 RAILS EAST OF THE CROSSING OF THE ROAD TO LETORT
 KW1836'CHURCH (ALSO KNOWN AS KUTZS CHURCH), IN THE TOP OF A LARGE FLAT
 KW1836'PROJECTION OF LIMESTONE LEDGE, 17.9 FEET SOUTH OF THE SOUTH RAIL
 KW1836'OF THE DOUBLE TRACK, AND 3 FEET HIGHER THAN THE TRACK.  A
 KW1836'STANDARD DISK, STAMPED 463.936 F 4 1931.
 KW1836
 KW1836                          STATION RECOVERY (2005)
 KW1836
 KW1836'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPP)
 KW1836'ABOUT 0.9 MILES EAST FROM THE OVERPASS OF US I-81 ABOVE THE NORFOLK
 KW1836'SOUTHERN RAILROAD EAST OF CARLISLE, PA, ABOUT 850 FEET EAST OF A
 KW1836'PRIVATE ROAD (SHADY LANE) CROSSING THE RAILROAD, BEHIND A SMALL WHITE
 KW1836'HOUSE, 18 FEET SOUTH OF THE SOUTH RAIL OF THE SINGLE TRACK, ABOUT 25
 KW1836'FEET NORTHEAST OF A POWER POLE SERVING THE HOUSE.
 KW1836'A STANDARD DISK STAMPED F 4 1931 AND SET IN A LARGE FLAT PROJECTION OF
 KW1836'LIMESTONE ABOUT 3 FEET HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0040 ***********************************************************************
 KW0040  DESIGNATION -  F 40
 KW0040  PID         -  KW0040
 KW0040  STATE/COUNTY-  PA/SCHUYLKILL
 KW0040  USGS QUAD   -  SHENANDOAH (1977)
 KW0040
 KW0040                         *CURRENT SURVEY CONTROL
 KW0040  ___________________________________________________________________
 KW0040* NAD 83(1986)-  40 48 36.     (N)    076 09 19.     (W)     SCALED    
 KW0040* NAVD 88     -       363.651  (meters)    1193.08   (feet)  ADJUSTED  
 KW0040  ___________________________________________________________________
 KW0040  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KW0040  DYNAMIC HT  -         363.465 (meters)    1192.47  (feet)  COMP
 KW0040  MODELED GRAV-     980,104.6   (mgal)                       NAVD 88
 KW0040
 KW0040  VERT ORDER  -  SECOND    CLASS 0
 KW0040
 KW0040.The horizontal coordinates were scaled from a topographic map and have
 KW0040.an estimated accuracy of +/- 6 seconds.
 KW0040
 KW0040.The orthometric height was determined by differential leveling
 KW0040.and adjusted by the National Geodetic Survey in June 1991..
 KW0040.WARNING-Repeat measurements at this control monument indicate possible
 KW0040.vertical movement.
 KW0040
 KW0040.The geoid height was determined by GEOID03.
 KW0040
 KW0040.The dynamic height is computed by dividing the NAVD 88
 KW0040.geopotential number by the normal gravity value computed on the
 KW0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0040.degrees latitude (g = 980.6199 gals.).
 KW0040
 KW0040.The modeled gravity was interpolated from observed gravity values.
 KW0040
 KW0040;                    North         East    Units  Estimated Accuracy
 KW0040;SPC PA S     -   165,180.      734,550.      MT  (+/- 180 meters Scaled)
 KW0040
 KW0040                          SUPERSEDED SURVEY CONTROL
 KW0040
 KW0040  NGVD 29 (??/??/??)  363.851  (m)         1193.73   (f) ADJUSTED    2 0
 KW0040
 KW0040.Superseded values are not recommended for survey control.
 KW0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0040.See file dsdata.txt to determine how the superseded data were derived.
 KW0040
 KW0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL025183(NAD 83)
 KW0040_MARKER: DB = BENCH MARK DISK
 KW0040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0040_SP_SET: BRIDGE
 KW0040_STAMPING: F 40 1934
 KW0040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0040
 KW0040  HISTORY     - Date     Condition        Report By
 KW0040  HISTORY     - 1934     MONUMENTED       CGS
 KW0040  HISTORY     - 1957     GOOD             CGS
 KW0040
 KW0040                          STATION DESCRIPTION
 KW0040
 KW0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0040'AT MAHANOY CITY.
 KW0040'AT MAHANOY CITY, SCHUYLKILL COUNTY, ON THE READING CO. RAILWAY,
 KW0040'AT BRIDGE 109/87, IN THE EAST END OF THE NORTH ABUTMENT, 12 FEET
 KW0040'EAST OF THE NORTH-BOUND TRACK, AND ABOUT 3.5 FEET LOWER THAN THE
 KW0040'TOP OF THE RAIL.  A STANDARD DISK, STAMPED F 40 1934.
 KW0040
 KW0040                          STATION RECOVERY (1957)
 KW0040
 KW0040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 KW0040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2402 ***********************************************************************
 LY2402  DESIGNATION -  F 400
 LY2402  PID         -  LY2402
 LY2402  STATE/COUNTY-  PA/SUSQUEHANNA
 LY2402  USGS QUAD   -  SUSQUEHANNA (1994)
 LY2402
 LY2402                         *CURRENT SURVEY CONTROL
 LY2402  ___________________________________________________________________
 LY2402* NAD 83(1986)-  41 56 57.     (N)    075 35 50.     (W)     SCALED    
 LY2402* NAVD 88     -       316.926  (meters)    1039.78   (feet)  ADJUSTED  
 LY2402  ___________________________________________________________________
 LY2402  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 LY2402  DYNAMIC HT  -         316.810 (meters)    1039.40  (feet)  COMP
 LY2402  MODELED GRAV-     980,247.5   (mgal)                       NAVD 88
 LY2402
 LY2402  VERT ORDER  -  FIRST     CLASS II
 LY2402
 LY2402.The horizontal coordinates were scaled from a topographic map and have
 LY2402.an estimated accuracy of +/- 6 seconds.
 LY2402
 LY2402.The orthometric height was determined by differential leveling
 LY2402.and adjusted by the National Geodetic Survey in June 1991..
 LY2402
 LY2402.The geoid height was determined by GEOID03.
 LY2402
 LY2402.The dynamic height is computed by dividing the NAVD 88
 LY2402.geopotential number by the normal gravity value computed on the
 LY2402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2402.degrees latitude (g = 980.6199 gals.).
 LY2402
 LY2402.The modeled gravity was interpolated from observed gravity values.
 LY2402
 LY2402;                    North         East    Units  Estimated Accuracy
 LY2402;SPC PA N     -   200,180.      778,480.      MT  (+/- 180 meters Scaled)
 LY2402
 LY2402                          SUPERSEDED SURVEY CONTROL
 LY2402
 LY2402.No superseded survey control is available for this station.
 LY2402
 LY2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM505443(NAD 83)
 LY2402_MARKER: I = METAL ROD
 LY2402_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2402_SP_SET: STAINLESS STEEL ROD
 LY2402_STAMPING: F 400 1982
 LY2402_MARK LOGO: NGS   
 LY2402_PROJECTION: FLUSH
 LY2402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2402_ROD/PIPE-DEPTH: 3.04 meters
 LY2402
 LY2402  HISTORY     - Date     Condition        Report By
 LY2402  HISTORY     - 1982     MONUMENTED       NGS
 LY2402
 LY2402                          STATION DESCRIPTION
 LY2402
 LY2402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2402'IN SUSQUEHANNA.
 LY2402'IN SUSQUEHANNA, 0.56 KM (0.35 MI) NORTHEAST ALONG STATE HIGHWAY 171
 LY2402'FROM THE JUNCTION OF STATE HIGHWAY 92 SOUTH, TO THE MARK ON THE RIGHT,
 LY2402'AND A SIGN READING (WELCOME TO SUSQUEHANNA), ALSO 0.88 KM (0.55 MI)
 LY2402'SOUTH AND NORTHEAST ALONG STATE HIGHWAY 171 FROM THE JUNCTION OF STATE
 LY2402'HIGHWAY 92 NORTH IN OAKLAND, 9.90 METERS (32.5 FT) SOUTHEAST OF THE
 LY2402'CENTER LINE OF THE HIGHWAY, 5.30 METERS (17.3 FT) NORTHEAST OF A
 LY2402'UTILITY POLE, 4.20 METERS (13.7 FT) NORTHWEST OF THE CENTER OF THE
 LY2402'PAVED ROAD LEADING SOUTHWEST.  NOTE--SEVERAL ATTEMPTS WERE MADE TO
 LY2402'DRIVE THE ROD, ROD DRIVEN TO REFUSAL AT 3.04 METERS.
 LY2402'THE MARK IS 0.75 METERS  NE FROM A WITNESS POST.
 LY2402'THE MARK IS 3.65 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1780 ***********************************************************************
 KX1780  DESIGNATION -  F 401
 KX1780  PID         -  KX1780
 KX1780  STATE/COUNTY-  PA/ARMSTRONG
 KX1780  USGS QUAD   -  MOSGROVE (1993)
 KX1780
 KX1780                         *CURRENT SURVEY CONTROL
 KX1780  ___________________________________________________________________
 KX1780* NAD 83(1986)-  40 50 05.     (N)    079 28 15.     (W)     SCALED    
 KX1780* NAVD 88     -       361.964  (meters)    1187.54   (feet)  ADJUSTED  
 KX1780  ___________________________________________________________________
 KX1780  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KX1780  DYNAMIC HT  -         361.788 (meters)    1186.97  (feet)  COMP
 KX1780  MODELED GRAV-     980,127.9   (mgal)                       NAVD 88
 KX1780
 KX1780  VERT ORDER  -  FIRST     CLASS II
 KX1780
 KX1780.The horizontal coordinates were scaled from a topographic map and have
 KX1780.an estimated accuracy of +/- 6 seconds.
 KX1780
 KX1780.The orthometric height was determined by differential leveling
 KX1780.and adjusted by the National Geodetic Survey in June 1991..
 KX1780
 KX1780.The geoid height was determined by GEOID03.
 KX1780
 KX1780.The dynamic height is computed by dividing the NAVD 88
 KX1780.geopotential number by the normal gravity value computed on the
 KX1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1780.degrees latitude (g = 980.6199 gals.).
 KX1780
 KX1780.The modeled gravity was interpolated from observed gravity values.
 KX1780
 KX1780;                    North         East    Units  Estimated Accuracy
 KX1780;SPC PA S     -   168,120.      454,870.      MT  (+/- 180 meters Scaled)
 KX1780
 KX1780                          SUPERSEDED SURVEY CONTROL
 KX1780
 KX1780  NGVD 29 (06/03/92)  362.145  (m)         1188.14   (f) ADJUSTED    1 2
 KX1780
 KX1780.Superseded values are not recommended for survey control.
 KX1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1780.See file dsdata.txt to determine how the superseded data were derived.
 KX1780
 KX1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF289215(NAD 83)
 KX1780_MARKER: I = METAL ROD
 KX1780_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KX1780_SP_SET: STAINLESS STEEL ROD
 KX1780_STAMPING: F 401 1982
 KX1780_MARK LOGO: NGS   
 KX1780_PROJECTION: FLUSH
 KX1780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1780_ROD/PIPE-DEPTH: 5.4  meters
 KX1780
 KX1780  HISTORY     - Date     Condition        Report By
 KX1780  HISTORY     - 1982     MONUMENTED       NGS
 KX1780
 KX1780                          STATION DESCRIPTION
 KX1780
 KX1780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1780'3.9 KM (2.45 MI) NE FROM SUNNYSIDE.
 KX1780'1.8 KM (1.1 MI) WEST ALONG STATE HIGHWAY 85 FROM THE WEST END OF THE
 KX1780'HIGHWAY BRIDGE OVER COWANSHANNOCK CREEK IN SUNNYSIDE, THENCE 2.2 KM
 KX1780'(1.35 MI) NORTHEAST ALONG STATE HIGHWAYS 28 AND 66 TO THE MARK ON THE
 KX1780'RIGHT, NORTHWEST OF THE NORTH CORNER OF A WOODEN FENCE AROUND THE
 KX1780'PROPERTY OF A 2 STORY FRAME HOUSE, DIRECTLY ACROSS THE HIGHWAY FROM
 KX1780'TICKLE EQUIPMENT COMPANY, 10.05 METERS (33.0 FT) SOUTHEAST OF THE
 KX1780'CENTER OF THE HIGHWAY, 29.70 METERS (97.4 FT) NORTH OF THE NORTH
 KX1780'CORNER OF THE HOUSE, 3.96 METERS (13.0 FT) SOUTHWEST OF THE CENTER OF
 KX1780'THE ENTRANCE DRIVEWAY OF THE HOUSE, AND 0.40 METERS (1.3 FT) NORTHWEST
 KX1780'OF THE NORTH CORNER OF THE WOODEN FENCE.
 KX1780'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 KX1780'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1815 ***********************************************************************
 KX1815  DESIGNATION -  F 402
 KX1815  PID         -  KX1815
 KX1815  STATE/COUNTY-  PA/ARMSTRONG
 KX1815  USGS QUAD   -  PLUMVILLE (1977)
 KX1815
 KX1815                         *CURRENT SURVEY CONTROL
 KX1815  ___________________________________________________________________
 KX1815* NAD 83(1986)-  40 48 07.     (N)    079 13 13.     (W)     SCALED    
 KX1815* NAVD 88     -       371.899  (meters)    1220.14   (feet)  ADJUSTED  
 KX1815  ___________________________________________________________________
 KX1815  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KX1815  DYNAMIC HT  -         371.715 (meters)    1219.54  (feet)  COMP
 KX1815  MODELED GRAV-     980,118.3   (mgal)                       NAVD 88
 KX1815
 KX1815  VERT ORDER  -  FIRST     CLASS II
 KX1815
 KX1815.The horizontal coordinates were scaled from a topographic map and have
 KX1815.an estimated accuracy of +/- 6 seconds.
 KX1815
 KX1815.The orthometric height was determined by differential leveling
 KX1815.and adjusted by the National Geodetic Survey in June 1991..
 KX1815
 KX1815.The geoid height was determined by GEOID03.
 KX1815
 KX1815.The dynamic height is computed by dividing the NAVD 88
 KX1815.geopotential number by the normal gravity value computed on the
 KX1815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1815.degrees latitude (g = 980.6199 gals.).
 KX1815
 KX1815.The modeled gravity was interpolated from observed gravity values.
 KX1815
 KX1815;                    North         East    Units  Estimated Accuracy
 KX1815;SPC PA S     -   164,100.      475,940.      MT  (+/- 180 meters Scaled)
 KX1815
 KX1815                          SUPERSEDED SURVEY CONTROL
 KX1815
 KX1815  NGVD 29 (06/03/92)  372.071  (m)         1220.70   (f) ADJUSTED    1 2
 KX1815
 KX1815.Superseded values are not recommended for survey control.
 KX1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1815.See file dsdata.txt to determine how the superseded data were derived.
 KX1815
 KX1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF501182(NAD 83)
 KX1815_MARKER: I = METAL ROD
 KX1815_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KX1815_SP_SET: STAINLESS STEEL ROD
 KX1815_STAMPING: F 402 1982
 KX1815_MARK LOGO: NGS   
 KX1815_PROJECTION: FLUSH
 KX1815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1815_ROD/PIPE-DEPTH: 4.9  meters
 KX1815
 KX1815  HISTORY     - Date     Condition        Report By
 KX1815  HISTORY     - 1982     MONUMENTED       NGS
 KX1815
 KX1815                          STATION DESCRIPTION
 KX1815
 KX1815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1815'5.8 KM (3.65 MI) WEST FROM PLUMVILLE.
 KX1815'5.8 KM (3.65 MI) WEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 KX1815'STATE HIGHWAY 210 NORTH IN PLUMVILLE, TO THE MARK ON THE RIGHT, AT THE
 KX1815'JUNCTION OF A GRAVEL ROAD LEADING NORTH-NORTHEAST TO A CASE TRACTOR
 KX1815'DEALERSHIP, ON THE NORTHEAST SIDE OF A 20-CM (8-INCH) METAL PIPE
 KX1815'SUPPORTING A SIGN (CASE DAYTON EQUIPMENT CO.), 10.51 METERS (34.5 FT)
 KX1815'NORTHEAST OF THE CENTER OF HIGHWAY 85, 5.94 METERS (19.5 FT) SOUTHEAST
 KX1815'OF THE CENTER OF THE GRAVEL ROAD, 3.04 METERS (10.0 FT) SOUTHWEST OF
 KX1815'THE EAST END OF A METAL GUARD RAIL, AND 0.79 METERS (2.6 FT) NORTHEAST
 KX1815'OF THE METAL POST SUPPORTING THE SIGN.
 KX1815'THE MARK IS 0.76 METERS  N FROM A WITNESS POST.
 KX1815'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1738 ***********************************************************************
 MA1738  DESIGNATION -  F 403
 MA1738  PID         -  MA1738
 MA1738  STATE/COUNTY-  PA/CLEARFIELD
 MA1738  USGS QUAD   -  DU BOIS (1994)
 MA1738
 MA1738                         *CURRENT SURVEY CONTROL
 MA1738  ___________________________________________________________________
 MA1738* NAD 83(1986)-  41 07 29.     (N)    078 45 46.     (W)     SCALED    
 MA1738* NAVD 88     -       426.413  (meters)    1398.99   (feet)  ADJUSTED  
 MA1738  ___________________________________________________________________
 MA1738  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 MA1738  DYNAMIC HT  -         426.210 (meters)    1398.32  (feet)  COMP
 MA1738  MODELED GRAV-     980,135.8   (mgal)                       NAVD 88
 MA1738
 MA1738  VERT ORDER  -  FIRST     CLASS II
 MA1738
 MA1738.The horizontal coordinates were scaled from a topographic map and have
 MA1738.an estimated accuracy of +/- 6 seconds.
 MA1738
 MA1738.The orthometric height was determined by differential leveling
 MA1738.and adjusted by the National Geodetic Survey in June 1991..
 MA1738
 MA1738.The geoid height was determined by GEOID03.
 MA1738
 MA1738.The dynamic height is computed by dividing the NAVD 88
 MA1738.geopotential number by the normal gravity value computed on the
 MA1738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1738.degrees latitude (g = 980.6199 gals.).
 MA1738
 MA1738.The modeled gravity was interpolated from observed gravity values.
 MA1738
 MA1738;                    North         East    Units  Estimated Accuracy
 MA1738;SPC PA N     -   106,890.      514,960.      MT  (+/- 180 meters Scaled)
 MA1738
 MA1738                          SUPERSEDED SURVEY CONTROL
 MA1738
 MA1738  NGVD 29 (06/03/92)  426.570  (m)         1399.51   (f) ADJUSTED    1 2
 MA1738
 MA1738.Superseded values are not recommended for survey control.
 MA1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1738.See file dsdata.txt to determine how the superseded data were derived.
 MA1738
 MA1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF878550(NAD 83)
 MA1738_MARKER: I = METAL ROD
 MA1738_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MA1738_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MA1738_STAMPING: F 403 1982
 MA1738_MARK LOGO: NGS   
 MA1738_PROJECTION: FLUSH
 MA1738_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA1738+STABILITY: POSITION/ELEVATION WELL
 MA1738_ROD/PIPE-DEPTH: 10.9 meters
 MA1738_SLEEVE-DEPTH  : 6.10 meters
 MA1738
 MA1738  HISTORY     - Date     Condition        Report By
 MA1738  HISTORY     - 1982     MONUMENTED       NGS
 MA1738
 MA1738                          STATION DESCRIPTION
 MA1738
 MA1738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MA1738'IN DU BOIS.
 MA1738'4.7 KM (2.9 MI) SOUTH ALONG U.S. HIGHWAY 219 SOUTH FROM THE
 MA1738'INTERSECTION OF INTERSTATE 80 AND U.S. HIGHWAY 219 SOUTH, TO A SIDE
 MA1738'ROAD RIGHT (PARKWAY DRIVE)
 MA1738'AND TO THE MARK IN THE LAWN OF THE DU BOIS AREA COMMUNITY
 MA1738'CENTER.  15.7 METERS (51.5 FT) SOUTH OF THE CENTERLINE OF PARKWAY
 MA1738'DRIVE, 23.3 METERS (76.6 FT) SOUTHEAST OF POWER POLE NUMBER D7641,
 MA1738'AND 1.8 METERS (6.0 FT) WEST OF THE NORTHWEST CORNER OF THE
 MA1738'DU BOIS AREA COMMUNITY CENTER.
 MA1738'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1889 ***********************************************************************
 KX1889  DESIGNATION -  F 404
 KX1889  PID         -  KX1889
 KX1889  STATE/COUNTY-  PA/ARMSTRONG
 KX1889  USGS QUAD   -  KITTANNING (1993)
 KX1889
 KX1889                         *CURRENT SURVEY CONTROL
 KX1889  ___________________________________________________________________
 KX1889* NAD 83(1986)-  40 51 28.     (N)    079 34 03.     (W)     SCALED    
 KX1889* NAVD 88     -       361.982  (meters)    1187.60   (feet)  ADJUSTED  
 KX1889  ___________________________________________________________________
 KX1889  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KX1889  DYNAMIC HT  -         361.803 (meters)    1187.02  (feet)  COMP
 KX1889  MODELED GRAV-     980,120.8   (mgal)                       NAVD 88
 KX1889
 KX1889  VERT ORDER  -  FIRST     CLASS II
 KX1889
 KX1889.The horizontal coordinates were scaled from a topographic map and have
 KX1889.an estimated accuracy of +/- 6 seconds.
 KX1889
 KX1889.The orthometric height was determined by differential leveling
 KX1889.and adjusted by the National Geodetic Survey in June 1991..
 KX1889
 KX1889.The geoid height was determined by GEOID03.
 KX1889
 KX1889.The dynamic height is computed by dividing the NAVD 88
 KX1889.geopotential number by the normal gravity value computed on the
 KX1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1889.degrees latitude (g = 980.6199 gals.).
 KX1889
 KX1889.The modeled gravity was interpolated from observed gravity values.
 KX1889
 KX1889;                    North         East    Units  Estimated Accuracy
 KX1889;SPC PA S     -   170,850.      446,770.      MT  (+/- 180 meters Scaled)
 KX1889
 KX1889                          SUPERSEDED SURVEY CONTROL
 KX1889
 KX1889  NGVD 29 (06/03/92)  362.156  (m)         1188.17   (f) ADJUSTED    1 2
 KX1889
 KX1889.Superseded values are not recommended for survey control.
 KX1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1889.See file dsdata.txt to determine how the superseded data were derived.
 KX1889
 KX1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF207239(NAD 83)
 KX1889_MARKER: I = METAL ROD
 KX1889_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KX1889_SP_SET: STAINLESS STEEL ROD
 KX1889_STAMPING: F 404 1982
 KX1889_MARK LOGO: NGS   
 KX1889_PROJECTION: FLUSH
 KX1889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1889_ROD/PIPE-DEPTH: 3.0  meters
 KX1889
 KX1889  HISTORY     - Date     Condition        Report By
 KX1889  HISTORY     - 1982     MONUMENTED       NGS
 KX1889
 KX1889                          STATION DESCRIPTION
 KX1889
 KX1889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1889'6.2 KM (3.65 MI) NW FROM WEST KITTANNING.
 KX1889'6.2 KM (3.65 MI) NORTHWEST ALONG STATE HIGHWAY 268 FROM THE
 KX1889'INTERSECTION OF U.S. HIGHWAY 422 AND STATE HIGHWAYS 28 AND 268 IN WEST
 KX1889'KITTANNING AT POWER POLE NO. 73.  ALSO 4.2 KM (2.6 MI) SOUTH ALONG
 KX1889'STATE HIGHWAY 268 FROM THE POST OFFICE IN COWANSVILLE TO MARK ON THE
 KX1889'LEFT AT POWER POLE NO. 73, 5.5 METERS (18.0 FT) EAST OF
 KX1889'CENTERLINE OF STATE HIGHWAY 268, 34.7 METERS (114.0 FT) SOUTH OF A
 KX1889'PRIVATE DRIVEWAY AND 0.5 METER (1.5 FT) WEST OF POWER POLE NO. 73.
 KX1889'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0152 ***********************************************************************
 ND0152  DESIGNATION -  F 405
 ND0152  PID         -  ND0152
 ND0152  STATE/COUNTY-  PA/ERIE
 ND0152  USGS QUAD   -  ERIE SOUTH (1996)
 ND0152
 ND0152                         *CURRENT SURVEY CONTROL
 ND0152  ___________________________________________________________________
 ND0152* NAD 83(1986)-  42 04 47.     (N)    080 03 08.     (W)     SCALED    
 ND0152* NAVD 88     -       294.451  (meters)     966.04   (feet)  ADJUSTED  
 ND0152  ___________________________________________________________________
 ND0152  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 ND0152  DYNAMIC HT  -         294.341 (meters)     965.68  (feet)  COMP
 ND0152  MODELED GRAV-     980,240.5   (mgal)                       NAVD 88
 ND0152
 ND0152  VERT ORDER  -  FIRST     CLASS II
 ND0152
 ND0152.The horizontal coordinates were scaled from a topographic map and have
 ND0152.an estimated accuracy of +/- 6 seconds.
 ND0152
 ND0152.The orthometric height was determined by differential leveling
 ND0152.and adjusted by the National Geodetic Survey in June 1991..
 ND0152
 ND0152.The geoid height was determined by GEOID03.
 ND0152
 ND0152.The dynamic height is computed by dividing the NAVD 88
 ND0152.geopotential number by the normal gravity value computed on the
 ND0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0152.degrees latitude (g = 980.6199 gals.).
 ND0152
 ND0152.The modeled gravity was interpolated from observed gravity values.
 ND0152
 ND0152;                    North         East    Units  Estimated Accuracy
 ND0152;SPC PA N     -   214,990.      409,520.      MT  (+/- 180 meters Scaled)
 ND0152
 ND0152                          SUPERSEDED SURVEY CONTROL
 ND0152
 ND0152  NGVD 29 (06/03/92)  294.624  (m)          966.61   (f) ADJUSTED    1 2
 ND0152
 ND0152.Superseded values are not recommended for survey control.
 ND0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0152.See file dsdata.txt to determine how the superseded data were derived.
 ND0152
 ND0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG783590(NAD 83)
 ND0152_MARKER: I = METAL ROD
 ND0152_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ND0152_SP_SET: STAINLESS STEEL ROD
 ND0152_STAMPING: F 405 1982
 ND0152_MARK LOGO: NGS   
 ND0152_PROJECTION: FLUSH
 ND0152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0152_ROD/PIPE-DEPTH: 1.8  meters
 ND0152
 ND0152  HISTORY     - Date     Condition        Report By
 ND0152  HISTORY     - 1982     MONUMENTED       NGS
 ND0152
 ND0152                          STATION DESCRIPTION
 ND0152
 ND0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ND0152'4.1 KM (2.55 MI) SE FROM ERIE.
 ND0152'4.1 KM (2.55 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 97 AND IN THE
 ND0152'NORTHWEST ANGLE OF THE INTERSECTION OF STATE HIGHWAY 97 (OLD FRENCH
 ND0152'ROAD) AND STATE HIGHWAY 505 NORTH, 18.3 KM (60.0 FT)
 ND0152'SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 97 (OLD FRENCH ROAD),
 ND0152'16.5 METERS (54.0 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 505
 ND0152'NORTH, 5.8 METERS (19.0 FT) EAST OF POWER POLE NO. 6522, 0.9 METER
 ND0152'(3.0 FT) NORTHEAST OF A TRAFFIC CONTROL POLE AND 7.9 METERS (26.0
 ND0152'FT) EAST OF THE SOUTH CORNER OF A LARGE CONCRETE WATER CULVERT.
 ND0152'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1775 ***********************************************************************
 MB1775  DESIGNATION -  F 406
 MB1775  PID         -  MB1775
 MB1775  STATE/COUNTY-  PA/CRAWFORD
 MB1775  USGS QUAD   -  CAMBRIDGE SPRINGS (1975)
 MB1775
 MB1775                         *CURRENT SURVEY CONTROL
 MB1775  ___________________________________________________________________
 MB1775* NAD 83(1986)-  41 47 59.     (N)    080 04 02.     (W)     SCALED    
 MB1775* NAVD 88     -       366.784  (meters)    1203.36   (feet)  ADJUSTED  
 MB1775  ___________________________________________________________________
 MB1775  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 MB1775  DYNAMIC HT  -         366.633 (meters)    1202.86  (feet)  COMP
 MB1775  MODELED GRAV-     980,201.3   (mgal)                       NAVD 88
 MB1775
 MB1775  VERT ORDER  -  FIRST     CLASS II
 MB1775
 MB1775.The horizontal coordinates were scaled from a topographic map and have
 MB1775.an estimated accuracy of +/- 6 seconds.
 MB1775
 MB1775.The orthometric height was determined by differential leveling
 MB1775.and adjusted by the National Geodetic Survey in June 1991..
 MB1775
 MB1775.The geoid height was determined by GEOID03.
 MB1775
 MB1775.The dynamic height is computed by dividing the NAVD 88
 MB1775.geopotential number by the normal gravity value computed on the
 MB1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1775.degrees latitude (g = 980.6199 gals.).
 MB1775
 MB1775.The modeled gravity was interpolated from observed gravity values.
 MB1775
 MB1775;                    North         East    Units  Estimated Accuracy
 MB1775;SPC PA N     -   183,940.      407,440.      MT  (+/- 180 meters Scaled)
 MB1775
 MB1775                          SUPERSEDED SURVEY CONTROL
 MB1775
 MB1775  NGVD 29 (06/03/92)  366.938  (m)         1203.86   (f) ADJUSTED    1 2
 MB1775
 MB1775.Superseded values are not recommended for survey control.
 MB1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1775.See file dsdata.txt to determine how the superseded data were derived.
 MB1775
 MB1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG774279(NAD 83)
 MB1775_MARKER: I = METAL ROD
 MB1775_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1775_SP_SET: STAINLESS STEEL ROD
 MB1775_STAMPING: F 406 1982
 MB1775_MARK LOGO: NGS   
 MB1775_PROJECTION: FLUSH
 MB1775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1775_ROD/PIPE-DEPTH: 6.4  meters
 MB1775
 MB1775  HISTORY     - Date     Condition        Report By
 MB1775  HISTORY     - 1982     MONUMENTED       NGS
 MB1775
 MB1775                          STATION DESCRIPTION
 MB1775
 MB1775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MB1775'IN CAMBRIDGE SPRINGS.
 MB1775'1.0 KM (0.65 MI) SOUTHWEST ALONG U.S. HIGHWAY 19 FROM THE BRIDGE OVER
 MB1775'FRENCH CREEK IN CAMBRIDGE SPRINGS TO THE MARK ON THE LEFT IN LAWN OF
 MB1775'CAMBRIDGE SPRINGS JOINT HIGH SCHOOL, 21.9 METERS (72.0 FT)
 MB1775'SOUTHEAST OF CENTERLINE OF U.S. HIGHWAY 19, 34.8 METERS (114.5 FT)
 MB1775'SOUTH FROM A TELEPHONE BOX, 11.2 METERS (37.0 FT) NORTH FROM A LIGHT
 MB1775'POLE, 10.3 METERS (34.0 FT) SOUTHWEST FROM A LIGHT POLE AND
 MB1775'1.3 METERS (4.5 FT) WEST OF A FLAG POLE.
 MB1775'THE MARK IS 0.15 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1789 ***********************************************************************
 MA1789  DESIGNATION -  F 407
 MA1789  PID         -  MA1789
 MA1789  STATE/COUNTY-  PA/VENANGO
 MA1789  USGS QUAD   -  EMLENTON (1979)
 MA1789
 MA1789                         *CURRENT SURVEY CONTROL
 MA1789  ___________________________________________________________________
 MA1789* NAD 83(1986)-  41 11 34.     (N)    079 42 16.     (W)     SCALED    
 MA1789* NAVD 88     -       402.447  (meters)    1320.36   (feet)  ADJUSTED  
 MA1789  ___________________________________________________________________
 MA1789  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 MA1789  DYNAMIC HT  -         402.266 (meters)    1319.77  (feet)  COMP
 MA1789  MODELED GRAV-     980,162.2   (mgal)                       NAVD 88
 MA1789
 MA1789  VERT ORDER  -  FIRST     CLASS II
 MA1789
 MA1789.The horizontal coordinates were scaled from a topographic map and have
 MA1789.an estimated accuracy of +/- 6 seconds.
 MA1789
 MA1789.The orthometric height was determined by differential leveling
 MA1789.and adjusted by the National Geodetic Survey in June 1991..
 MA1789
 MA1789.The geoid height was determined by GEOID03.
 MA1789
 MA1789.The dynamic height is computed by dividing the NAVD 88
 MA1789.geopotential number by the normal gravity value computed on the
 MA1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1789.degrees latitude (g = 980.6199 gals.).
 MA1789
 MA1789.The modeled gravity was interpolated from observed gravity values.
 MA1789
 MA1789;                    North         East    Units  Estimated Accuracy
 MA1789;SPC PA N     -   115,800.      436,060.      MT  (+/- 180 meters Scaled)
 MA1789
 MA1789                          SUPERSEDED SURVEY CONTROL
 MA1789
 MA1789  NGVD 29 (06/03/92)  402.623  (m)         1320.94   (f) ADJUSTED    1 2
 MA1789
 MA1789.Superseded values are not recommended for survey control.
 MA1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1789.See file dsdata.txt to determine how the superseded data were derived.
 MA1789
 MA1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF086609(NAD 83)
 MA1789_MARKER: I = METAL ROD
 MA1789_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MA1789_SP_SET: STAINLESS STEEL ROD
 MA1789_STAMPING: F 407 1982
 MA1789_MARK LOGO: NGS   
 MA1789_PROJECTION: FLUSH
 MA1789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1789_ROD/PIPE-DEPTH: 3.6  meters
 MA1789
 MA1789  HISTORY     - Date     Condition        Report By
 MA1789  HISTORY     - 1982     MONUMENTED       NGS
 MA1789
 MA1789                          STATION DESCRIPTION
 MA1789
 MA1789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MA1789'1.8 KM (1.1 MI) NORTH FROM EMLENTON.
 MA1789'0.5 KM (0.3 MI) EAST ALONG STATE HIGHWAY 38 FROM THE BRIDGE OVER THE
 MA1789'ALLEGHENY RIVER IN EMLENTON, THENCE 1.3 KM (0.8 MI) NORTHWEST ALONG
 MA1789'KERR AVENUE THENCE 1.1 KM (0.7 MI) NORTH ALONG DOTTER ROAD TO THE MARK
 MA1789'ON THE RIGHT, IN THE SOUTHEAST ANGLE OF THE INTERSECTION.  6.8 METERS
 MA1789'(22.5 FT) EAST OF THE CENTER OF DOTTER ROAD, 8.9 METERS (29.5 FT)
 MA1789'SOUTH OF A TELEPHONE BOX, 4.4 METERS (14.5 FT) SOUTH OF THE CENTER
 MA1789'OF THE SIDE ROAD RIGHT.
 MA1789'THE MARK IS 0.60 METERS  W FROM A WITNESS POST.
 MA1789'THE MARK IS 0.60 M ABOVE DOTTER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1818 ***********************************************************************
 MA1818  DESIGNATION -  F 408
 MA1818  PID         -  MA1818
 MA1818  STATE/COUNTY-  PA/VENANGO
 MA1818  USGS QUAD   -  UTICA (1977)
 MA1818
 MA1818                         *CURRENT SURVEY CONTROL
 MA1818  ___________________________________________________________________
 MA1818* NAD 83(1986)-  41 27 50.     (N)    079 55 31.     (W)     SCALED    
 MA1818* NAVD 88     -       364.313  (meters)    1195.25   (feet)  ADJUSTED  
 MA1818  ___________________________________________________________________
 MA1818  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 MA1818  DYNAMIC HT  -         364.159 (meters)    1194.74  (feet)  COMP
 MA1818  MODELED GRAV-     980,188.8   (mgal)                       NAVD 88
 MA1818
 MA1818  VERT ORDER  -  FIRST     CLASS II
 MA1818
 MA1818.The horizontal coordinates were scaled from a topographic map and have
 MA1818.an estimated accuracy of +/- 6 seconds.
 MA1818
 MA1818.The orthometric height was determined by differential leveling
 MA1818.and adjusted by the National Geodetic Survey in June 1991..
 MA1818
 MA1818.The geoid height was determined by GEOID03.
 MA1818
 MA1818.The dynamic height is computed by dividing the NAVD 88
 MA1818.geopotential number by the normal gravity value computed on the
 MA1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1818.degrees latitude (g = 980.6199 gals.).
 MA1818
 MA1818.The modeled gravity was interpolated from observed gravity values.
 MA1818
 MA1818;                    North         East    Units  Estimated Accuracy
 MA1818;SPC PA N     -   146,340.      418,300.      MT  (+/- 180 meters Scaled)
 MA1818
 MA1818                          SUPERSEDED SURVEY CONTROL
 MA1818
 MA1818  NGVD 29 (06/03/92)  364.470  (m)         1195.77   (f) ADJUSTED    1 2
 MA1818
 MA1818.Superseded values are not recommended for survey control.
 MA1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1818.See file dsdata.txt to determine how the superseded data were derived.
 MA1818
 MA1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF897908(NAD 83)
 MA1818_MARKER: DB = BENCH MARK DISK
 MA1818_SETTING: 66 = SET IN ROCK OUTCROP
 MA1818_SP_SET: ROCK OUTCROP
 MA1818_STAMPING: F 408 1982
 MA1818_MARK LOGO: NGS   
 MA1818_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA1818+STABILITY: POSITION/ELEVATION WELL
 MA1818
 MA1818  HISTORY     - Date     Condition        Report By
 MA1818  HISTORY     - 1982     MONUMENTED       NGS
 MA1818
 MA1818                          STATION DESCRIPTION
 MA1818
 MA1818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MA1818'2.9 KM (1.8 MI) NW FROM WYATTVILLE.
 MA1818'2.9 KM (1.8 MI) NORTHWEST ALONG U.S. HIGHWAY 322 FROM THE JUNCTION
 MA1818'WITH STATE HIGHWAY 427 IN WYATTVILLE TO THE MARK ON THE RIGHT.
 MA1818'64.8 METERS (212.5 FT) NORTHEAST OF THE CENTER OF U.S. HIGHWAY 322,
 MA1818'20.1 METERS (66.0 FT) NORTH-NORTHEAST FROM A POWER POLE NUMBER MCU
 MA1818'450, 12.5 METERS (41.0 FT) SOUTHEAST FROM A 12 INCH DIAMETER APPLE
 MA1818'TREE.
 MA1818'THE MARK IS 0.1 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1474 ***********************************************************************
 KW1474  DESIGNATION -  F 41
 KW1474  PID         -  KW1474
 KW1474  STATE/COUNTY-  PA/DAUPHIN
 KW1474  USGS QUAD   -  ELIZABETHVILLE (1977)
 KW1474
 KW1474                         *CURRENT SURVEY CONTROL
 KW1474  ___________________________________________________________________
 KW1474* NAD 83(1986)-  40 33 20.     (N)    076 45 38.     (W)     SCALED    
 KW1474* NAVD 88     -       215.952  (meters)     708.50   (feet)  ADJUSTED  
 KW1474  ___________________________________________________________________
 KW1474  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KW1474  DYNAMIC HT  -         215.847 (meters)     708.16  (feet)  COMP
 KW1474  MODELED GRAV-     980,136.7   (mgal)                       NAVD 88
 KW1474
 KW1474  VERT ORDER  -  SECOND    CLASS 0
 KW1474
 KW1474.The horizontal coordinates were scaled from a topographic map and have
 KW1474.an estimated accuracy of +/- 6 seconds.
 KW1474
 KW1474.The orthometric height was determined by differential leveling
 KW1474.and adjusted by the National Geodetic Survey in June 1991..
 KW1474
 KW1474.The geoid height was determined by GEOID03.
 KW1474
 KW1474.The dynamic height is computed by dividing the NAVD 88
 KW1474.geopotential number by the normal gravity value computed on the
 KW1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1474.degrees latitude (g = 980.6199 gals.).
 KW1474
 KW1474.The modeled gravity was interpolated from observed gravity values.
 KW1474
 KW1474;                    North         East    Units  Estimated Accuracy
 KW1474;SPC PA S     -   136,180.      683,800.      MT  (+/- 180 meters Scaled)
 KW1474
 KW1474                          SUPERSEDED SURVEY CONTROL
 KW1474
 KW1474  NGVD 29 (??/??/??)  216.204  (m)          709.33   (f) ADJUSTED    2 0
 KW1474
 KW1474.Superseded values are not recommended for survey control.
 KW1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1474.See file dsdata.txt to determine how the superseded data were derived.
 KW1474
 KW1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK509909(NAD 83)
 KW1474_MARKER: DB = BENCH MARK DISK
 KW1474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1474_STAMPING: F 41 1934
 KW1474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1474+STABILITY: SURFACE MOTION
 KW1474
 KW1474  HISTORY     - Date     Condition        Report By
 KW1474  HISTORY     - 1934     MONUMENTED       CGS
 KW1474
 KW1474                          STATION DESCRIPTION
 KW1474
 KW1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1474'3.3 MI W FROM LYKENS.
 KW1474'3.3 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM LYKENS,
 KW1474'DAUPHIN COUNTY, 112 FEET SOUTHEAST OF THE STATION AT LOYALTON,
 KW1474'0.7 MILE WEST OF MILEPOST 12, ON THE EAST SLOPE OF A HILL, 60
 KW1474'FEET EAST OF THE EAST RAIL, 8 FEET WEST OF A 12-INCH
 KW1474'SYCAMORE TREE, AND ABOUT 15 FEET HIGHER THAN THE TOP OF THE
 KW1474'RAIL.  A STANDARD DISK, STAMPED F 41 1934 AND SET IN THE TOP OF A
 KW1474'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NB1681 ***********************************************************************
 NB1681  DESIGNATION -  F 411
 NB1681  PID         -  NB1681
 NB1681  STATE/COUNTY-  PA/BRADFORD
 NB1681  USGS QUAD   -  ELMIRA (1969)
 NB1681
 NB1681                         *CURRENT SURVEY CONTROL
 NB1681  ___________________________________________________________________
 NB1681* NAD 83(1986)-  42 00 05.     (N)    076 46 42.     (W)     SCALED    
 NB1681* NAVD 88     -       371.370  (meters)    1218.40   (feet)  ADJUSTED  
 NB1681  ___________________________________________________________________
 NB1681  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 NB1681  DYNAMIC HT  -         371.218 (meters)    1217.90  (feet)  COMP
 NB1681  MODELED GRAV-     980,204.2   (mgal)                       NAVD 88
 NB1681
 NB1681  VERT ORDER  -  FIRST     CLASS II
 NB1681
 NB1681.The horizontal coordinates were scaled from a topographic map and have
 NB1681.an estimated accuracy of +/- 6 seconds.
 NB1681
 NB1681.The orthometric height was determined by differential leveling
 NB1681.and adjusted by the National Geodetic Survey in June 1991..
 NB1681
 NB1681.The geoid height was determined by GEOID03.
 NB1681
 NB1681.The dynamic height is computed by dividing the NAVD 88
 NB1681.geopotential number by the normal gravity value computed on the
 NB1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NB1681.degrees latitude (g = 980.6199 gals.).
 NB1681
 NB1681.The modeled gravity was interpolated from observed gravity values.
 NB1681
 NB1681;                    North         East    Units  Estimated Accuracy
 NB1681;SPC PA N     -   204,210.      680,500.      MT  (+/- 180 meters Scaled)
 NB1681
 NB1681                          SUPERSEDED SURVEY CONTROL
 NB1681
 NB1681.No superseded survey control is available for this station.
 NB1681
 NB1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM527514(NAD 83)
 NB1681_MARKER: I = METAL ROD
 NB1681_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NB1681+WITH SETTING: INFORMATION.
 NB1681_SP_SET: SHALLOW SET METAL ROD
 NB1681_STAMPING: F 411 1983
 NB1681_MARK LOGO: NGS   
 NB1681_PROJECTION: FLUSH
 NB1681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NB1681_ROD/PIPE-DEPTH: 3.0  meters
 NB1681
 NB1681  HISTORY     - Date     Condition        Report By
 NB1681  HISTORY     - 1983     MONUMENTED       NGS
 NB1681  HISTORY     - 1988     GOOD             USPSQD
 NB1681  HISTORY     - 1990     GOOD             USPSQD
 NB1681
 NB1681                          STATION DESCRIPTION
 NB1681
 NB1681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NB1681'1.5 KM (0.95 MI) NORTH FROM FASSETT.
 NB1681'1.5 KM (0.95 MI) NORTH ALONG STATE HIGHWAY 14 FROM THE BRIDGE OVER
 NB1681'SOUTH CREEK IN FASSETT TO THE MARK ON THE LEFT, 10.5 METERS (34.5 FT)
 NB1681'WEST OF THE CENTERLINE OF THE HIGHWAY, 58.8 METERS (193.0 FT) SOUTH OF
 NB1681'THE PENNSYLVANIA STATE LINE SIGN, 1.2 METERS (4.0 FT) WEST-NORTHWEST
 NB1681'OF A PENNSYLVANIA HISTORICAL SIGN.  NOTE--SEVERAL ATTEMPTS WERE MADE
 NB1681'TO DRIVE THE ROD, DRIVEN TO REFUSAL AND ANCHORED AT 3.0 METERS.
 NB1681'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 NB1681'THE MARK IS 0.30 M BELOW HIGHWAY.
 NB1681
 NB1681                          STATION RECOVERY (1988)
 NB1681
 NB1681'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHS)
 NB1681'RECOVERED IN GOOD CONDITION.
 NB1681
 NB1681                          STATION RECOVERY (1990)
 NB1681
 NB1681'RECOVERY NOTE BY US POWER SQUADRON 1990 (GLD)
 NB1681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1600 ***********************************************************************
 LZ1600  DESIGNATION -  F 412
 LZ1600  PID         -  LZ1600
 LZ1600  STATE/COUNTY-  PA/TIOGA
 LZ1600  USGS QUAD   -  RALSTON (1986)
 LZ1600
 LZ1600                         *CURRENT SURVEY CONTROL
 LZ1600  ___________________________________________________________________
 LZ1600* NAD 83(1986)-  41 35 50.     (N)    076 52 31.     (W)     SCALED    
 LZ1600* NAVD 88     -       379.411  (meters)    1244.78   (feet)  ADJUSTED  
 LZ1600  ___________________________________________________________________
 LZ1600  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 LZ1600  DYNAMIC HT  -         379.240 (meters)    1244.22  (feet)  COMP
 LZ1600  MODELED GRAV-     980,162.1   (mgal)                       NAVD 88
 LZ1600
 LZ1600  VERT ORDER  -  FIRST     CLASS II
 LZ1600
 LZ1600.The horizontal coordinates were scaled from a topographic map and have
 LZ1600.an estimated accuracy of +/- 6 seconds.
 LZ1600
 LZ1600.The orthometric height was determined by differential leveling
 LZ1600.and adjusted by the National Geodetic Survey in June 1991..
 LZ1600
 LZ1600.The geoid height was determined by GEOID03.
 LZ1600
 LZ1600.The dynamic height is computed by dividing the NAVD 88
 LZ1600.geopotential number by the normal gravity value computed on the
 LZ1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1600.degrees latitude (g = 980.6199 gals.).
 LZ1600
 LZ1600.The modeled gravity was interpolated from observed gravity values.
 LZ1600
 LZ1600;                    North         East    Units  Estimated Accuracy
 LZ1600;SPC PA N     -   159,240.      672,920.      MT  (+/- 180 meters Scaled)
 LZ1600
 LZ1600                          SUPERSEDED SURVEY CONTROL
 LZ1600
 LZ1600.No superseded survey control is available for this station.
 LZ1600
 LZ1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM437067(NAD 83)
 LZ1600_MARKER: DB = BENCH MARK DISK
 LZ1600_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LZ1600_SP_SET: WINGWALL
 LZ1600_STAMPING: F 412 1983
 LZ1600_MARK LOGO: NGS   
 LZ1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1600+STABILITY: SURFACE MOTION
 LZ1600
 LZ1600  HISTORY     - Date     Condition        Report By
 LZ1600  HISTORY     - 1983     MONUMENTED       NGS
 LZ1600
 LZ1600                          STATION DESCRIPTION
 LZ1600
 LZ1600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LZ1600'7.6 KM (4.7 MI) SOUTH FROM CANTON.
 LZ1600'7.6 KM (4.7 MI) SOUTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE IN
 LZ1600'CANTON TO THE MARK ON THE LEFT, IN THE SOUTHEAST WINGWALL OF A BRIDGE,
 LZ1600'ALSO 8.5 KM (5.3 MI) NORTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE
 LZ1600'IN ROARING BRANCH, IN THE SOUTHEAST WINGWALL OF A BRIDGE, 5.8 METERS
 LZ1600'(19.0 FT) SOUTHEAST OF CENTERLINE OF THE HIGHWAY.
 LZ1600'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1638 ***********************************************************************
 LZ1638  DESIGNATION -  F 413
 LZ1638  PID         -  LZ1638
 LZ1638  STATE/COUNTY-  PA/UNION
 LZ1638  USGS QUAD   -  ALLENWOOD (1973)
 LZ1638
 LZ1638                         *CURRENT SURVEY CONTROL
 LZ1638  ___________________________________________________________________
 LZ1638* NAD 83(1986)-  41 06 49.     (N)    076 54 14.     (W)     SCALED    
 LZ1638* NAVD 88     -       161.312  (meters)     529.24   (feet)  ADJUSTED  
 LZ1638  ___________________________________________________________________
 LZ1638  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LZ1638  DYNAMIC HT  -         161.243 (meters)     529.01  (feet)  COMP
 LZ1638  MODELED GRAV-     980,191.6   (mgal)                       NAVD 88
 LZ1638
 LZ1638  VERT ORDER  -  FIRST     CLASS II
 LZ1638
 LZ1638.The horizontal coordinates were scaled from a topographic map and have
 LZ1638.an estimated accuracy of +/- 6 seconds.
 LZ1638
 LZ1638.The orthometric height was determined by differential leveling
 LZ1638.and adjusted by the National Geodetic Survey in June 1991..
 LZ1638
 LZ1638.The geoid height was determined by GEOID03.
 LZ1638
 LZ1638.The dynamic height is computed by dividing the NAVD 88
 LZ1638.geopotential number by the normal gravity value computed on the
 LZ1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1638.degrees latitude (g = 980.6199 gals.).
 LZ1638
 LZ1638.The modeled gravity was interpolated from observed gravity values.
 LZ1638
 LZ1638;                    North         East    Units  Estimated Accuracy
 LZ1638;SPC PA N     -   105,510.      671,060.      MT  (+/- 180 meters Scaled)
 LZ1638
 LZ1638                          SUPERSEDED SURVEY CONTROL
 LZ1638
 LZ1638.No superseded survey control is available for this station.
 LZ1638
 LZ1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL401531(NAD 83)
 LZ1638_MARKER: I = METAL ROD
 LZ1638_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LZ1638_SP_SET: STAINLESS STEEL ROD
 LZ1638_STAMPING: F 413 1983
 LZ1638_MARK LOGO: NGS   
 LZ1638_PROJECTION: FLUSH
 LZ1638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1638_ROD/PIPE-DEPTH: 10.3 meters
 LZ1638
 LZ1638  HISTORY     - Date     Condition        Report By
 LZ1638  HISTORY     - 1983     MONUMENTED       NGS
 LZ1638
 LZ1638                          STATION DESCRIPTION
 LZ1638
 LZ1638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LZ1638'0.6 KM (0.45 MI) NORTH FROM ALLENWOOD.
 LZ1638'0.6 KM (0.45 MI) NORTH ALONG U.S. HIGHWAY 15 FROM THE POST OFFICE IN
 LZ1638'ALLENWOOD TO THE MARK ON THE LEFT, 7.7 METERS (25.5 FT) NORTHWEST OF
 LZ1638'THE CENTERLINE OF THE SOUTHBOUND LANE OF HIGHWAY, 0.91 METER (3.0 FT)
 LZ1638'NORTHWEST OF AN ALLENWOOD HISTORICAL SIGN.
 LZ1638'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY2924 ***********************************************************************
 KY2924  DESIGNATION -  F 414
 KY2924  PID         -  KY2924
 KY2924  STATE/COUNTY-  PA/BUTLER
 KY2924  USGS QUAD   -  EVANS CITY (1977)
 KY2924
 KY2924                         *CURRENT SURVEY CONTROL
 KY2924  ___________________________________________________________________
 KY2924* NAD 83(1986)-  40 48 30.     (N)    080 00 53.     (W)     SCALED    
 KY2924* NAVD 88     -       378.791  (meters)    1242.75   (feet)  ADJUSTED  
 KY2924  ___________________________________________________________________
 KY2924  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KY2924  DYNAMIC HT  -         378.598 (meters)    1242.12  (feet)  COMP
 KY2924  MODELED GRAV-     980,105.1   (mgal)                       NAVD 88
 KY2924
 KY2924  VERT ORDER  -  FIRST     CLASS II
 KY2924
 KY2924.The horizontal coordinates were scaled from a topographic map and have
 KY2924.an estimated accuracy of +/- 6 seconds.
 KY2924
 KY2924.The orthometric height was determined by differential leveling
 KY2924.and adjusted by the National Geodetic Survey in June 1991..
 KY2924
 KY2924.The geoid height was determined by GEOID03.
 KY2924
 KY2924.The dynamic height is computed by dividing the NAVD 88
 KY2924.geopotential number by the normal gravity value computed on the
 KY2924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2924.degrees latitude (g = 980.6199 gals.).
 KY2924
 KY2924.The modeled gravity was interpolated from observed gravity values.
 KY2924
 KY2924;                    North         East    Units  Estimated Accuracy
 KY2924;SPC PA S     -   166,230.      408,930.      MT  (+/- 180 meters Scaled)
 KY2924
 KY2924                          SUPERSEDED SURVEY CONTROL
 KY2924
 KY2924  NGVD 29 (06/03/92)  378.931  (m)         1243.21   (f) ADJUSTED    1 2
 KY2924
 KY2924.Superseded values are not recommended for survey control.
 KY2924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2924.See file dsdata.txt to determine how the superseded data were derived.
 KY2924
 KY2924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF831179(NAD 83)
 KY2924_MARKER: I = METAL ROD
 KY2924_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KY2924+WITH SETTING: INFORMATION.
 KY2924_SP_SET: SHALLOW SET METAL ROD
 KY2924_STAMPING: F 414 1983
 KY2924_MARK LOGO: NGS   
 KY2924_PROJECTION: FLUSH
 KY2924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY2924_ROD/PIPE-DEPTH: 3.0  meters
 KY2924
 KY2924  HISTORY     - Date     Condition        Report By
 KY2924  HISTORY     - 1983     MONUMENTED       NGS
 KY2924
 KY2924                          STATION DESCRIPTION
 KY2924
 KY2924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2924'6.4 KM (4.05 MI) NE FROM EVANS CITY.
 KY2924'6.4 KM (4.05 MI) NORTHEAST ALONG STATE HIGHWAY 68 FROM THE BRIDGE OVER
 KY2924'BREAKNECK CREEK IN EVANS CITY TO THE MARK ON THE RIGHT, 58.3 METERS
 KY2924'(191.5 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 KY2924'7.0 METERS (23.0 FT) EAST OF THE CENTER OF A GRAVEL ROAD, 0.30 METER
 KY2924'(1.0 FT) EAST OF POWER POLE J 3.  NOTE--SEVERAL ATTEMPTS WERE MADE TO
 KY2924'DRIVE THE ROD, DRIVEN TO REFUSAL AND ANCHORED.
 KY2924'THE MARK IS 0.91 METERS  S FROM A WITNESS POST.
 KY2924'THE MARK IS 0.30 M BELOW GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0843 ***********************************************************************
 NC0843  DESIGNATION -  F 415
 NC0843  PID         -  NC0843
 NC0843  STATE/COUNTY-  PA/ERIE
 NC0843  USGS QUAD   -  HARBORCREEK (1996)
 NC0843
 NC0843                         *CURRENT SURVEY CONTROL
 NC0843  ___________________________________________________________________
 NC0843* NAD 83(1986)-  42 11 43.     (N)    079 53 17.     (W)     SCALED    
 NC0843* NAVD 88     -       232.003  (meters)     761.16   (feet)  ADJUSTED  
 NC0843  ___________________________________________________________________
 NC0843  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 NC0843  DYNAMIC HT  -         231.921 (meters)     760.89  (feet)  COMP
 NC0843  MODELED GRAV-     980,263.2   (mgal)                       NAVD 88
 NC0843
 NC0843  VERT ORDER  -  FIRST     CLASS II
 NC0843
 NC0843.The horizontal coordinates were scaled from a topographic map and have
 NC0843.an estimated accuracy of +/- 6 seconds.
 NC0843
 NC0843.The orthometric height was determined by differential leveling
 NC0843.and adjusted by the National Geodetic Survey in June 1991..
 NC0843
 NC0843.The geoid height was determined by GEOID03.
 NC0843
 NC0843.The dynamic height is computed by dividing the NAVD 88
 NC0843.geopotential number by the normal gravity value computed on the
 NC0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0843.degrees latitude (g = 980.6199 gals.).
 NC0843
 NC0843.The modeled gravity was interpolated from observed gravity values.
 NC0843
 NC0843;                    North         East    Units  Estimated Accuracy
 NC0843;SPC PA N     -   227,480.      423,410.      MT  (+/- 180 meters Scaled)
 NC0843
 NC0843                          SUPERSEDED SURVEY CONTROL
 NC0843
 NC0843  NGVD 29 (06/03/92)  232.174  (m)          761.72   (f) ADJUSTED    1 2
 NC0843
 NC0843.Superseded values are not recommended for survey control.
 NC0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0843.See file dsdata.txt to determine how the superseded data were derived.
 NC0843
 NC0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG918720(NAD 83)
 NC0843_MARKER: I = METAL ROD
 NC0843_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NC0843_SP_SET: STAINLESS STEEL ROD
 NC0843_STAMPING: F 415 1983
 NC0843_MARK LOGO: NGS   
 NC0843_PROJECTION: FLUSH
 NC0843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0843_ROD/PIPE-DEPTH: 8.2  meters
 NC0843
 NC0843  HISTORY     - Date     Condition        Report By
 NC0843  HISTORY     - 1983     MONUMENTED       NGS
 NC0843
 NC0843                          STATION DESCRIPTION
 NC0843
 NC0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NC0843'6.0 KM (3.7 MI) EAST FROM HARBORCREEK.
 NC0843'6.0 KM (3.7 MI) EAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE IN
 NC0843'HARBORCREEK TO THE ST. GREGORY CEMETERY AND THE MARK ON THE RIGHT,
 NC0843'ALSO 4.75 KM (2.95 MI) WEST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE
 NC0843'IN NORTH EAST, 15.70 METERS (51.5 FT) SOUTHEAST OF THE CENTERLINE OF
 NC0843'THE HIGHWAY, 13.11 METERS (43.0 FT) SOUTHWEST OF THE CENTER OF THE
 NC0843'MAIN ENTRANCE TO THE CEMETERY, 0.30 METER (1.0 FT) WEST OF THE WEST
 NC0843'CORNER OF THE SOUTHWEST BRICK WALL AT THE ENTRANCE.
 NC0843'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1052 ***********************************************************************
 JW1052  DESIGNATION -  F 416
 JW1052  PID         -  JW1052
 JW1052  STATE/COUNTY-  PA/FAYETTE
 JW1052  USGS QUAD   -  SMITHFIELD (1979)
 JW1052
 JW1052                         *CURRENT SURVEY CONTROL
 JW1052  ___________________________________________________________________
 JW1052* NAD 83(1986)-  39 46 18.     (N)    079 50 03.     (W)     SCALED    
 JW1052* NAVD 88     -       332.207  (meters)    1089.92   (feet)  ADJUSTED  
 JW1052  ___________________________________________________________________
 JW1052  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JW1052  DYNAMIC HT  -         332.017 (meters)    1089.29  (feet)  COMP
 JW1052  MODELED GRAV-     980,043.3   (mgal)                       NAVD 88
 JW1052
 JW1052  VERT ORDER  -  FIRST     CLASS II
 JW1052
 JW1052.The horizontal coordinates were scaled from a topographic map and have
 JW1052.an estimated accuracy of +/- 6 seconds.
 JW1052
 JW1052.The orthometric height was determined by differential leveling
 JW1052.and adjusted by the National Geodetic Survey in June 1991..
 JW1052
 JW1052.The geoid height was determined by GEOID03.
 JW1052
 JW1052.The dynamic height is computed by dividing the NAVD 88
 JW1052.geopotential number by the normal gravity value computed on the
 JW1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1052.degrees latitude (g = 980.6199 gals.).
 JW1052
 JW1052.The modeled gravity was interpolated from observed gravity values.
 JW1052
 JW1052;                    North         East    Units  Estimated Accuracy
 JW1052;SPC PA S     -    50,780.      421,450.      MT  (+/- 180 meters Scaled)
 JW1052
 JW1052                          SUPERSEDED SURVEY CONTROL
 JW1052
 JW1052.No superseded survey control is available for this station.
 JW1052
 JW1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE998030(NAD 83)
 JW1052_MARKER: I = METAL ROD
 JW1052_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JW1052_SP_SET: STAINLESS STEEL ROD
 JW1052_STAMPING: F 416 1983
 JW1052_MARK LOGO: NGS   
 JW1052_PROJECTION: FLUSH
 JW1052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1052_ROD/PIPE-DEPTH: 3.7  meters
 JW1052
 JW1052  HISTORY     - Date     Condition        Report By
 JW1052  HISTORY     - 1983     MONUMENTED       NGS
 JW1052
 JW1052                          STATION DESCRIPTION
 JW1052
 JW1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1052'4.1 KM (2.55 MI) SOUTH FROM SMITHFIELD.
 JW1052'4.1 KM (2.55 MI) SOUTH ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE IN
 JW1052'SMITHFIELD TO THE MARK ON THE RIGHT, AT THE ENTRANCE DRIVE TO THE
 JW1052'AMERICAN LEGION POST 40 8, 9.45 METERS (31.0 FT) WEST OF THE
 JW1052'CENTERLINE OF THE HIGHWAY, 4.27 METERS (14.0 FT) SOUTHEAST OF THE
 JW1052'CENTER OF THE ENTRANCE DRIVE, 2.74 METERS (9.0 FT) NORTHEAST OF A
 JW1052'FLAGPOLE, 0.58 METER (1.9 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE
 JW1052'CONCRETE BASE OF A LARGE ARTILLERY SHELL.
 JW1052'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1073 ***********************************************************************
 JW1073  DESIGNATION -  F 417
 JW1073  PID         -  JW1073
 JW1073  STATE/COUNTY-  PA/FAYETTE
 JW1073  USGS QUAD   -  NEW SALEM (1977)
 JW1073
 JW1073                         *CURRENT SURVEY CONTROL
 JW1073  ___________________________________________________________________
 JW1073* NAD 83(1986)-  39 59 21.     (N)    079 50 41.     (W)     SCALED    
 JW1073* NAVD 88     -       366.077  (meters)    1201.04   (feet)  ADJUSTED  
 JW1073  ___________________________________________________________________
 JW1073  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JW1073  DYNAMIC HT  -         365.873 (meters)    1200.37  (feet)  COMP
 JW1073  MODELED GRAV-     980,059.1   (mgal)                       NAVD 88
 JW1073
 JW1073  VERT ORDER  -  FIRST     CLASS II
 JW1073
 JW1073.The horizontal coordinates were scaled from a topographic map and have
 JW1073.an estimated accuracy of +/- 6 seconds.
 JW1073
 JW1073.The orthometric height was determined by differential leveling
 JW1073.and adjusted by the National Geodetic Survey in June 1991..
 JW1073
 JW1073.The geoid height was determined by GEOID03.
 JW1073
 JW1073.The dynamic height is computed by dividing the NAVD 88
 JW1073.geopotential number by the normal gravity value computed on the
 JW1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1073.degrees latitude (g = 980.6199 gals.).
 JW1073
 JW1073.The modeled gravity was interpolated from observed gravity values.
 JW1073
 JW1073;                    North         East    Units  Estimated Accuracy
 JW1073;SPC PA S     -    74,940.      421,110.      MT  (+/- 180 meters Scaled)
 JW1073
 JW1073                          SUPERSEDED SURVEY CONTROL
 JW1073
 JW1073.No superseded survey control is available for this station.
 JW1073
 JW1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE986271(NAD 83)
 JW1073_MARKER: I = METAL ROD
 JW1073_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JW1073_SP_SET: STAINLESS STEEL ROD
 JW1073_STAMPING: F 417 1983
 JW1073_MARK LOGO: NGS   
 JW1073_PROJECTION: FLUSH
 JW1073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1073_ROD/PIPE-DEPTH: 40   meters
 JW1073
 JW1073  HISTORY     - Date     Condition        Report By
 JW1073  HISTORY     - 1983     MONUMENTED       NGS
 JW1073
 JW1073                          STATION DESCRIPTION
 JW1073
 JW1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1073'1.8 KM (1.1 MI) NW FROM BRIER HILL.
 JW1073'1.8 KM (1.1 MI) NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 JW1073'IN BRIER HILL TO A SIDE ROAD AND THE MARK ON THE LEFT, IN THE NORTH
 JW1073'CORNER OF THE LAWN OF THE LAFAYETTE MEMORIAL PARK CEMETERY,
 JW1073'13.72 METERS (45.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 JW1073'12.19 METERS (40.0 FT) SOUTHEAST OF THE CENTER OF THE SIDE ROAD,
 JW1073'7.86 METERS (25.8 FT) NORTHWEST OF A CEMETERY SIGN, 2.68 METERS
 JW1073'(8.8 FT) NORTHEAST OF THE EAST END OF THE ROCK CORNER WALL OF THE
 JW1073'CEMETERY.
 JW1073'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0307 ***********************************************************************
 KW0307  DESIGNATION -  F 42
 KW0307  PID         -  KW0307
 KW0307  STATE/COUNTY-  PA/SCHUYLKILL
 KW0307  USGS QUAD   -  POTTSVILLE (1994)
 KW0307
 KW0307                         *CURRENT SURVEY CONTROL
 KW0307  ___________________________________________________________________
 KW0307* NAD 83(1986)-  40 43 36.     (N)    076 11 34.     (W)     SCALED    
 KW0307* NAVD 88     -       240.680  (meters)     789.63   (feet)  ADJUSTED  
 KW0307  ___________________________________________________________________
 KW0307  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KW0307  DYNAMIC HT  -         240.562 (meters)     789.24  (feet)  COMP
 KW0307  MODELED GRAV-     980,131.5   (mgal)                       NAVD 88
 KW0307
 KW0307  VERT ORDER  -  SECOND    CLASS 0
 KW0307
 KW0307.The horizontal coordinates were scaled from a topographic map and have
 KW0307.an estimated accuracy of +/- 6 seconds.
 KW0307
 KW0307.The orthometric height was determined by differential leveling
 KW0307.and adjusted by the National Geodetic Survey in June 1991..
 KW0307
 KW0307.The geoid height was determined by GEOID03.
 KW0307
 KW0307.The dynamic height is computed by dividing the NAVD 88
 KW0307.geopotential number by the normal gravity value computed on the
 KW0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0307.degrees latitude (g = 980.6199 gals.).
 KW0307
 KW0307.The modeled gravity was interpolated from observed gravity values.
 KW0307
 KW0307;                    North         East    Units  Estimated Accuracy
 KW0307;SPC PA S     -   155,870.      731,550.      MT  (+/- 180 meters Scaled)
 KW0307
 KW0307                          SUPERSEDED SURVEY CONTROL
 KW0307
 KW0307  NGVD 29 (??/??/??)  240.895  (m)          790.34   (f) ADJUSTED    2 0
 KW0307
 KW0307.Superseded values are not recommended for survey control.
 KW0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0307.See file dsdata.txt to determine how the superseded data were derived.
 KW0307
 KW0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL992090(NAD 83)
 KW0307_MARKER: DB = BENCH MARK DISK
 KW0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0307_STAMPING: F 42 1934
 KW0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0307+STABILITY: SURFACE MOTION
 KW0307
 KW0307  HISTORY     - Date     Condition        Report By
 KW0307  HISTORY     - 1934     MONUMENTED       CGS
 KW0307  HISTORY     - 1965     GOOD             CGS
 KW0307  HISTORY     - 1975     GOOD             NGS
 KW0307  HISTORY     - 19970209 MARK NOT FOUND   USPSQD
 KW0307
 KW0307                          STATION DESCRIPTION
 KW0307
 KW0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0307'AT ST CLAIR.
 KW0307'AT ST. CLAIR, SCHUYLKILL COUNTY, ABOUT 1,800 FEET NORTH OF THE
 KW0307'PENNSYLVANIA RAILROAD STATION, AT A BRIDGE OVER STATE HIGHWAY
 KW0307'120, IN THE WEST END OF THE NORTH ABUTMENT, 16 FEET WEST OF THE
 KW0307'CENTER LINE OF THE SOUTH-BOUND TRACK, AND ABOUT 6 INCHES HIGHER
 KW0307'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED F 42 1934
 KW0307'AND SET IN THE TOP OF A CONCRETE POST.
 KW0307
 KW0307                          STATION RECOVERY (1965)
 KW0307
 KW0307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KW0307'RECOVERED IN GOOD CONDITION.
 KW0307
 KW0307                          STATION RECOVERY (1975)
 KW0307
 KW0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 KW0307'0.90 MILES NORTH ALONG THE READING RAILROAD FROM THE STATE HIGHWAY 61
 KW0307'RAILROAD OVERPASS SOUTH OF ST. CLAIR TO THE STATE HIGHWAY 61 OVERPASS
 KW0307'NORTH OF ST. CLAIR.  SET IN THE TOP OF THE NORTH END OF THE WEST
 KW0307'ABUTMENT OF THE OVERPASS.  16.0 FEET WEST OF THE WEST RAIL AND ABOUT 6
 KW0307'INCHES ABOVE THE LEVEL OF THE TRACK.
 KW0307
 KW0307                          STATION RECOVERY (1997)
 KW0307
 KW0307'RECOVERY NOTE BY US POWER SQUADRON 1997
 KW0307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY2986 ***********************************************************************
 KY2986  DESIGNATION -  F 420
 KY2986  PID         -  KY2986
 KY2986  STATE/COUNTY-  PA/BEAVER
 KY2986  USGS QUAD   -  BEAVER FALLS (1990)
 KY2986
 KY2986                         *CURRENT SURVEY CONTROL
 KY2986  ___________________________________________________________________
 KY2986* NAD 83(1986)-  40 51 06.     (N)    080 18 44.     (W)     SCALED    
 KY2986* NAVD 88     -       264.118  (meters)     866.53   (feet)  ADJUSTED  
 KY2986  ___________________________________________________________________
 KY2986  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 KY2986  DYNAMIC HT  -         263.985 (meters)     866.09  (feet)  COMP
 KY2986  MODELED GRAV-     980,114.6   (mgal)                       NAVD 88
 KY2986
 KY2986  VERT ORDER  -  FIRST     CLASS II
 KY2986
 KY2986.The horizontal coordinates were scaled from a topographic map and have
 KY2986.an estimated accuracy of +/- 6 seconds.
 KY2986
 KY2986.The orthometric height was determined by differential leveling
 KY2986.and adjusted by the National Geodetic Survey in June 1991..
 KY2986
 KY2986.The geoid height was determined by GEOID03.
 KY2986
 KY2986.The dynamic height is computed by dividing the NAVD 88
 KY2986.geopotential number by the normal gravity value computed on the
 KY2986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2986.degrees latitude (g = 980.6199 gals.).
 KY2986
 KY2986.The modeled gravity was interpolated from observed gravity values.
 KY2986
 KY2986;                    North         East    Units  Estimated Accuracy
 KY2986;SPC PA S     -   171,730.      383,980.      MT  (+/- 180 meters Scaled)
 KY2986
 KY2986                          SUPERSEDED SURVEY CONTROL
 KY2986
 KY2986  NGVD 29 (06/03/92)  264.242  (m)          866.93   (f) ADJUSTED    1 2
 KY2986
 KY2986.Superseded values are not recommended for survey control.
 KY2986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2986.See file dsdata.txt to determine how the superseded data were derived.
 KY2986
 KY2986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF579225(NAD 83)
 KY2986_MARKER: I = METAL ROD
 KY2986_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KY2986_SP_SET: STAINLESS STEEL ROD
 KY2986_STAMPING: F 420 1984
 KY2986_MARK LOGO: NGS   
 KY2986_PROJECTION: FLUSH
 KY2986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY2986_ROD/PIPE-DEPTH: 4.5  meters
 KY2986
 KY2986  HISTORY     - Date     Condition        Report By
 KY2986  HISTORY     - 1984     MONUMENTED       NGS
 KY2986
 KY2986                          STATION DESCRIPTION
 KY2986
 KY2986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KY2986'2.6 KM (1.65 MI) NE FROM KOPPEL.
 KY2986'2.6 KM (1.65 MI) NORTHEAST ALONG STATE HIGHWAY 351 FROM THE TOWN HALL
 KY2986'IN KOPPEL TO THE MARK ON THE RIGHT, 7.9 METERS (26.0 FT) SOUTHEAST OF
 KY2986'THE CENTERLINE OF THE HIGHWAY, 4.5 METERS (15.0 FT) NORTHEAST OF THE
 KY2986'CENTER OF A FIELD ROAD, 0.45 METER (1.5 FT) WEST OF A GUY POLE FOR
 KY2986'POWER POLE 16-28.
 KY2986'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0422 ***********************************************************************
 KW0422  DESIGNATION -  F 43
 KW0422  PID         -  KW0422
 KW0422  STATE/COUNTY-  PA/COLUMBIA
 KW0422  USGS QUAD   -  CATAWISSA (1984)
 KW0422
 KW0422                         *CURRENT SURVEY CONTROL
 KW0422  ___________________________________________________________________
 KW0422* NAD 83(1986)-  40 57 10.     (N)    076 29 01.     (W)     SCALED    
 KW0422* NAVD 88     -       142.476  (meters)     467.44   (feet)  ADJUSTED  
 KW0422  ___________________________________________________________________
 KW0422  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KW0422  DYNAMIC HT  -         142.415 (meters)     467.24  (feet)  COMP
 KW0422  MODELED GRAV-     980,192.6   (mgal)                       NAVD 88
 KW0422
 KW0422  VERT ORDER  -  SECOND    CLASS 0
 KW0422
 KW0422.The horizontal coordinates were scaled from a topographic map and have
 KW0422.an estimated accuracy of +/- 6 seconds.
 KW0422
 KW0422.The orthometric height was determined by differential leveling
 KW0422.and adjusted by the National Geodetic Survey in June 1991..
 KW0422
 KW0422.The geoid height was determined by GEOID03.
 KW0422
 KW0422.The dynamic height is computed by dividing the NAVD 88
 KW0422.geopotential number by the normal gravity value computed on the
 KW0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0422.degrees latitude (g = 980.6199 gals.).
 KW0422
 KW0422.The modeled gravity was interpolated from observed gravity values.
 KW0422
 KW0422;                    North         East    Units  Estimated Accuracy
 KW0422;SPC PA N     -    88,080.      706,620.      MT  (+/- 180 meters Scaled)
 KW0422
 KW0422                          SUPERSEDED SURVEY CONTROL
 KW0422
 KW0422  NGVD 29 (??/??/??)  142.703  (m)          468.18   (f) ADJUSTED    2 0
 KW0422
 KW0422.Superseded values are not recommended for survey control.
 KW0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0422.See file dsdata.txt to determine how the superseded data were derived.
 KW0422
 KW0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL751345(NAD 83)
 KW0422_MARKER: DB = BENCH MARK DISK
 KW0422_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0422_SP_SET: ABUTMENT
 KW0422_STAMPING: F 43 1934
 KW0422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0422
 KW0422  HISTORY     - Date     Condition        Report By
 KW0422  HISTORY     - 1934     MONUMENTED       CGS
 KW0422  HISTORY     - 1973     GOOD             NGS
 KW0422
 KW0422                          STATION DESCRIPTION
 KW0422
 KW0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0422'0.8 MI SW FROM CATAWISSA.
 KW0422'0.8 MILE SOUTHWEST ALONG THE ERIE-LACKAWANNA RAILROAD FROM
 KW0422'CATAWISSA, 354 FEET SOUTH OF MILEPOST 194, 26 FEET SOUTH OF
 KW0422'SEMAPHORE N 1940, AT A BRIDGE OVER A SMALL CREEK, IN THE EAST END
 KW0422'OF THE SOUTH ABUTMENT, 4 FEET EAST OF THE EAST RAIL, AND ABOUT
 KW0422'1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 KW0422'STAMPED F 43 1934.
 KW0422
 KW0422                          STATION RECOVERY (1973)
 KW0422
 KW0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KW0422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0102 ***********************************************************************
 KW0102  DESIGNATION -  F 44
 KW0102  PID         -  KW0102
 KW0102  STATE/COUNTY-  PA/SCHUYLKILL
 KW0102  USGS QUAD   -  AUBURN (1983)
 KW0102
 KW0102                         *CURRENT SURVEY CONTROL
 KW0102  ___________________________________________________________________
 KW0102* NAD 83(1986)-  40 35 22.     (N)    076 04 31.     (W)     SCALED    
 KW0102* NAVD 88     -       136.896  (meters)     449.13   (feet)  ADJUSTED  
 KW0102  ___________________________________________________________________
 KW0102  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 KW0102  DYNAMIC HT  -         136.828 (meters)     448.91  (feet)  COMP
 KW0102  MODELED GRAV-     980,125.6   (mgal)                       NAVD 88
 KW0102
 KW0102  VERT ORDER  -  SECOND    CLASS 0
 KW0102
 KW0102.The horizontal coordinates were scaled from a topographic map and have
 KW0102.an estimated accuracy of +/- 6 seconds.
 KW0102
 KW0102.The orthometric height was determined by differential leveling
 KW0102.and adjusted by the National Geodetic Survey in June 1991..
 KW0102
 KW0102.The geoid height was determined by GEOID03.
 KW0102
 KW0102.The dynamic height is computed by dividing the NAVD 88
 KW0102.geopotential number by the normal gravity value computed on the
 KW0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0102.degrees latitude (g = 980.6199 gals.).
 KW0102
 KW0102.The modeled gravity was interpolated from observed gravity values.
 KW0102
 KW0102;                    North         East    Units  Estimated Accuracy
 KW0102;SPC PA S     -   140,820.      741,760.      MT  (+/- 180 meters Scaled)
 KW0102
 KW0102                          SUPERSEDED SURVEY CONTROL
 KW0102
 KW0102  NGVD 29 (??/??/??)  137.104  (m)          449.82   (f) ADJUSTED    2 0
 KW0102
 KW0102.Superseded values are not recommended for survey control.
 KW0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0102.See file dsdata.txt to determine how the superseded data were derived.
 KW0102
 KW0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK090937(NAD 83)
 KW0102_MARKER: DB = BENCH MARK DISK
 KW0102_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0102_SP_SET: ABUTMENT
 KW0102_STAMPING: F 44 1934
 KW0102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0102
 KW0102  HISTORY     - Date     Condition        Report By
 KW0102  HISTORY     - 1934     MONUMENTED       CGS
 KW0102
 KW0102                          STATION DESCRIPTION
 KW0102
 KW0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0102'1.2 MI S FROM AUBURN.
 KW0102'1.2 MILES SOUTH ALONG THE READING CO. RAILWAY FROM AUBURN,
 KW0102'SCHUYLKILL COUNTY, AT BRIDGE 82/11, IN THE TOP OF THE EAST END OF
 KW0102'THE SOUTH ABUTMENT, 9 FEET EAST OF THE CENTER LINE OF THE
 KW0102'TRACK, AND ABOUT 6 INCHES LOWER THAN THE TOP OF THE RAIL.
 KW0102'A STANDARD DISK, STAMPED F 44 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0419 ***********************************************************************
 KW0419  DESIGNATION -  F 45
 KW0419  PID         -  KW0419
 KW0419  STATE/COUNTY-  PA/COLUMBIA
 KW0419  USGS QUAD   -  CATAWISSA (1984)
 KW0419
 KW0419                         *CURRENT SURVEY CONTROL
 KW0419  ___________________________________________________________________
 KW0419* NAD 83(1986)-  40 59 48.     (N)    076 27 35.     (W)     SCALED    
 KW0419* NAVD 88     -       147.775  (meters)     484.83   (feet)  ADJUSTED  
 KW0419  ___________________________________________________________________
 KW0419  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KW0419  DYNAMIC HT  -         147.713 (meters)     484.62  (feet)  COMP
 KW0419  MODELED GRAV-     980,199.8   (mgal)                       NAVD 88
 KW0419
 KW0419  VERT ORDER  -  SECOND    CLASS 0
 KW0419
 KW0419.The horizontal coordinates were scaled from a topographic map and have
 KW0419.an estimated accuracy of +/- 6 seconds.
 KW0419
 KW0419.The orthometric height was determined by differential leveling
 KW0419.and adjusted by the National Geodetic Survey in June 1991..
 KW0419
 KW0419.The geoid height was determined by GEOID03.
 KW0419
 KW0419.The dynamic height is computed by dividing the NAVD 88
 KW0419.geopotential number by the normal gravity value computed on the
 KW0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0419.degrees latitude (g = 980.6199 gals.).
 KW0419
 KW0419.The modeled gravity was interpolated from observed gravity values.
 KW0419
 KW0419;                    North         East    Units  Estimated Accuracy
 KW0419;SPC PA N     -    92,980.      708,560.      MT  (+/- 180 meters Scaled)
 KW0419
 KW0419                          SUPERSEDED SURVEY CONTROL
 KW0419
 KW0419  NGVD 29 (??/??/??)  147.997  (m)          485.55   (f) ADJUSTED    2 0
 KW0419
 KW0419.Superseded values are not recommended for survey control.
 KW0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0419.See file dsdata.txt to determine how the superseded data were derived.
 KW0419
 KW0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL772394(NAD 83)
 KW0419_MARKER: DB = BENCH MARK DISK
 KW0419_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0419_SP_SET: WINDOW SILL
 KW0419_STAMPING: F 45 1934
 KW0419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0419
 KW0419  HISTORY     - Date     Condition        Report By
 KW0419  HISTORY     - 1934     MONUMENTED       CGS
 KW0419  HISTORY     - 1973     GOOD             NGS
 KW0419
 KW0419                          STATION DESCRIPTION
 KW0419
 KW0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0419'IN BLOOMSBURG.
 KW0419'30 FEET SOUTH OF THE NORTHEAST CORNER OF THE READING CO. RAILWAY
 KW0419'STATION, IN THE EAST WINDOW SILL, ABOUT 60 FEET WEST OF THE
 KW0419'WEST RAIL OF THE MAIN TRACK, AND ABOUT 4 FEET HIGHER THAN THE TOP
 KW0419'OF THE RAIL.
 KW0419
 KW0419                          STATION RECOVERY (1973)
 KW0419
 KW0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KW0419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0129 ***********************************************************************
 LZ0129  DESIGNATION -  F 47
 LZ0129  PID         -  LZ0129
 LZ0129  STATE/COUNTY-  PA/LUZERNE
 LZ0129  USGS QUAD   -  SHICKSHINNY (1981)
 LZ0129
 LZ0129                         *CURRENT SURVEY CONTROL
 LZ0129  ___________________________________________________________________
 LZ0129* NAD 83(1986)-  41 08 56.     (N)    076 09 00.     (W)     SCALED    
 LZ0129* NAVD 88     -       159.531  (meters)     523.39   (feet)  ADJUSTED  
 LZ0129  ___________________________________________________________________
 LZ0129  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LZ0129  DYNAMIC HT  -         159.467 (meters)     523.18  (feet)  COMP
 LZ0129  MODELED GRAV-     980,218.4   (mgal)                       NAVD 88
 LZ0129
 LZ0129  VERT ORDER  -  SECOND    CLASS 0
 LZ0129
 LZ0129.The horizontal coordinates were scaled from a topographic map and have
 LZ0129.an estimated accuracy of +/- 6 seconds.
 LZ0129
 LZ0129.The orthometric height was determined by differential leveling
 LZ0129.and adjusted by the National Geodetic Survey in June 1991..
 LZ0129
 LZ0129.The geoid height was determined by GEOID03.
 LZ0129
 LZ0129.The dynamic height is computed by dividing the NAVD 88
 LZ0129.geopotential number by the normal gravity value computed on the
 LZ0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0129.degrees latitude (g = 980.6199 gals.).
 LZ0129
 LZ0129.The modeled gravity was interpolated from observed gravity values.
 LZ0129
 LZ0129;                    North         East    Units  Estimated Accuracy
 LZ0129;SPC PA N     -   110,320.      734,300.      MT  (+/- 180 meters Scaled)
 LZ0129
 LZ0129                          SUPERSEDED SURVEY CONTROL
 LZ0129
 LZ0129  NGVD 29 (??/??/92)  159.747  (m)          524.10   (f) ADJ UNCH    2 0
 LZ0129
 LZ0129.Superseded values are not recommended for survey control.
 LZ0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0129.See file dsdata.txt to determine how the superseded data were derived.
 LZ0129
 LZ0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL035559(NAD 83)
 LZ0129_MARKER: DB = BENCH MARK DISK
 LZ0129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0129_SP_SET: PIER
 LZ0129_STAMPING: F 47 1934
 LZ0129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0129
 LZ0129  HISTORY     - Date     Condition        Report By
 LZ0129  HISTORY     - 1934     MONUMENTED       CGS
 LZ0129
 LZ0129                          STATION DESCRIPTION
 LZ0129
 LZ0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0129'AT SHICKSHINNY.
 LZ0129'AT SHICKSHINNY, LUZERNE COUNTY, ON THE ERIE-LACKAWANNA RAILROAD,
 LZ0129'60 FEET SOUTH OF MILEPOST 167, AT THE 1000-FOOT CONCRETE HIGHWAY
 LZ0129'BRIDGE OVER SUSQUEHANNA RIVER, IN THE FIRST PIER FROM THE WEST
 LZ0129'END, 18 FEET WEST OF THE WEST RAIL, AND 4.5 FEET HIGHER THAN THE
 LZ0129'TOP OF THE RAIL.  A STANDARD DISK, STAMPED F 47 1934 AND SET
 LZ0129'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2763 ***********************************************************************
 KV2763  DESIGNATION -  F 48
 KV2763  PID         -  KV2763
 KV2763  STATE/COUNTY-  PA/CARBON
 KV2763  USGS QUAD   -  CHRISTMANS (1992)
 KV2763
 KV2763                         *CURRENT SURVEY CONTROL
 KV2763  ___________________________________________________________________
 KV2763* NAD 83(1986)-  40 56 41.     (N)    075 44 48.     (W)     SCALED    
 KV2763* NAVD 88     -       221.488  (meters)     726.67   (feet)  ADJUSTED  
 KV2763  ___________________________________________________________________
 KV2763  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KV2763  DYNAMIC HT  -         221.384 (meters)     726.32  (feet)  COMP
 KV2763  MODELED GRAV-     980,151.0   (mgal)                       NAVD 88
 KV2763
 KV2763  VERT ORDER  -  SECOND    CLASS 0
 KV2763
 KV2763.The horizontal coordinates were scaled from a topographic map and have
 KV2763.an estimated accuracy of +/- 6 seconds.
 KV2763
 KV2763.The orthometric height was determined by differential leveling
 KV2763.and adjusted by the National Geodetic Survey in June 1991..
 KV2763
 KV2763.The geoid height was determined by GEOID03.
 KV2763
 KV2763.The dynamic height is computed by dividing the NAVD 88
 KV2763.geopotential number by the normal gravity value computed on the
 KV2763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2763.degrees latitude (g = 980.6199 gals.).
 KV2763
 KV2763.The modeled gravity was interpolated from observed gravity values.
 KV2763
 KV2763;                    North         East    Units  Estimated Accuracy
 KV2763;SPC PA N     -    88,360.      768,680.      MT  (+/- 180 meters Scaled)
 KV2763
 KV2763                          SUPERSEDED SURVEY CONTROL
 KV2763
 KV2763  NGVD 29 (??/??/??)  221.694  (m)          727.34   (f) ADJUSTED    2 0
 KV2763
 KV2763.Superseded values are not recommended for survey control.
 KV2763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2763.See file dsdata.txt to determine how the superseded data were derived.
 KV2763
 KV2763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL371328(NAD 83)
 KV2763_MARKER: DB = BENCH MARK DISK
 KV2763_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2763_SP_SET: BRIDGE ABUTMENT
 KV2763_STAMPING: F 48 1934
 KV2763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2763
 KV2763  HISTORY     - Date     Condition        Report By
 KV2763  HISTORY     - 1934     MONUMENTED       CGS
 KV2763
 KV2763                          STATION DESCRIPTION
 KV2763
 KV2763'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV2763'AT PENN HAVEN JUNCTION.
 KV2763'AT PENN HAVEN JUNCTION, CARBON COUNTY, ON THE LEHIGH VALLEY
 KV2763'RAILROAD, AT BRIDGE 130, IN THE EAST END OF THE SOUTH ABUTMENT,
 KV2763'8 FEET EAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT
 KV2763'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED F 48
 KV2763'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0035 ***********************************************************************
 LZ0035  DESIGNATION -  F 49
 LZ0035  PID         -  LZ0035
 LZ0035  STATE/COUNTY-  PA/SULLIVAN
 LZ0035  USGS QUAD   -  DUSHORE (1983)
 LZ0035
 LZ0035                         *CURRENT SURVEY CONTROL
 LZ0035  ___________________________________________________________________
 LZ0035* NAD 83(1986)-  41 30 32.     (N)    076 23 23.     (W)     SCALED    
 LZ0035* NAVD 88     -       523.925  (meters)    1718.91   (feet)  ADJUSTED  
 LZ0035  ___________________________________________________________________
 LZ0035  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 LZ0035  DYNAMIC HT  -         523.696 (meters)    1718.16  (feet)  COMP
 LZ0035  MODELED GRAV-     980,167.9   (mgal)                       NAVD 88
 LZ0035
 LZ0035  VERT ORDER  -  SECOND    CLASS 0
 LZ0035
 LZ0035.The horizontal coordinates were scaled from a topographic map and have
 LZ0035.an estimated accuracy of +/- 6 seconds.
 LZ0035
 LZ0035.The orthometric height was determined by differential leveling
 LZ0035.and adjusted by the National Geodetic Survey in June 1991..
 LZ0035
 LZ0035.The geoid height was determined by GEOID03.
 LZ0035
 LZ0035.The dynamic height is computed by dividing the NAVD 88
 LZ0035.geopotential number by the normal gravity value computed on the
 LZ0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0035.degrees latitude (g = 980.6199 gals.).
 LZ0035
 LZ0035.The modeled gravity was interpolated from observed gravity values.
 LZ0035
 LZ0035;                    North         East    Units  Estimated Accuracy
 LZ0035;SPC PA N     -   149,950.      713,550.      MT  (+/- 180 meters Scaled)
 LZ0035
 LZ0035                          SUPERSEDED SURVEY CONTROL
 LZ0035
 LZ0035  NGVD 29 (??/??/92)  524.091  (m)         1719.46   (f) ADJ UNCH    2 0
 LZ0035
 LZ0035.Superseded values are not recommended for survey control.
 LZ0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0035.See file dsdata.txt to determine how the superseded data were derived.
 LZ0035
 LZ0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL840961(NAD 83)
 LZ0035_MARKER: DB = BENCH MARK DISK
 LZ0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0035_STAMPING: F 49 1934
 LZ0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0035+STABILITY: SURFACE MOTION
 LZ0035
 LZ0035  HISTORY     - Date     Condition        Report By
 LZ0035  HISTORY     - 1934     MONUMENTED       CGS
 LZ0035
 LZ0035                          STATION DESCRIPTION
 LZ0035
 LZ0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0035'2.9 MI S FROM DUSHORE.
 LZ0035'2.9 MILES SOUTH ALONG THE LEHIGH VALLEY RAILROAD FROM DUSHORE,
 LZ0035'SULLIVAN COUNTY, AT THE UPPER END OF A HORSESHOE CURVE, 18 FEET
 LZ0035'SOUTHEAST OF A SECONDARY-ROAD CROSSING, 24 FEET EAST OF A
 LZ0035'CROSSING-WARNING SIGN, 14 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT
 LZ0035'1/2 FOOT HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 LZ0035'STAMPED F 49 1934 AND SET IN THE TOP OF A CONCRETE POST
 LZ0035'PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0895 ***********************************************************************
 KW0895  DESIGNATION -  F 5
 KW0895  PID         -  KW0895
 KW0895  STATE/COUNTY-  PA/LANCASTER
 KW0895  USGS QUAD   -  COLUMBIA WEST (1990)
 KW0895
 KW0895                         *CURRENT SURVEY CONTROL
 KW0895  ___________________________________________________________________
 KW0895* NAD 83(1986)-  40 03 14.     (N)    076 34 06.     (W)     SCALED    
 KW0895* NAVD 88     -        81.400  (meters)     267.06   (feet)  ADJUSTED  
 KW0895  ___________________________________________________________________
 KW0895  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KW0895  DYNAMIC HT  -          81.358 (meters)     266.92  (feet)  COMP
 KW0895  MODELED GRAV-     980,114.1   (mgal)                       NAVD 88
 KW0895
 KW0895  VERT ORDER  -  FIRST     CLASS II
 KW0895
 KW0895.The horizontal coordinates were scaled from a topographic map and have
 KW0895.an estimated accuracy of +/- 6 seconds.
 KW0895
 KW0895.The orthometric height was determined by differential leveling
 KW0895.and adjusted by the National Geodetic Survey in June 1991..
 KW0895.WARNING-Repeat measurements at this control monument indicate possible
 KW0895.vertical movement.
 KW0895
 KW0895.The geoid height was determined by GEOID03.
 KW0895
 KW0895.The dynamic height is computed by dividing the NAVD 88
 KW0895.geopotential number by the normal gravity value computed on the
 KW0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0895.degrees latitude (g = 980.6199 gals.).
 KW0895
 KW0895.The modeled gravity was interpolated from observed gravity values.
 KW0895
 KW0895;                    North         East    Units  Estimated Accuracy
 KW0895;SPC PA S     -    80,680.      700,820.      MT  (+/- 180 meters Scaled)
 KW0895
 KW0895                          SUPERSEDED SURVEY CONTROL
 KW0895
 KW0895  NGVD 29 (??/??/??)   81.643  (m)          267.86   (f) ADJUSTED    1 2
 KW0895
 KW0895.Superseded values are not recommended for survey control.
 KW0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0895.See file dsdata.txt to determine how the superseded data were derived.
 KW0895
 KW0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK662349(NAD 83)
 KW0895_MARKER: DB = BENCH MARK DISK
 KW0895_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0895_SP_SET: HEADWALL
 KW0895_STAMPING: F 5 1955
 KW0895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0895
 KW0895  HISTORY     - Date     Condition        Report By
 KW0895  HISTORY     - 1955     MONUMENTED       CGS
 KW0895  HISTORY     - 1979     GOOD             NGS
 KW0895  HISTORY     - 19950312 GOOD             USPSQD
 KW0895
 KW0895                          STATION DESCRIPTION
 KW0895
 KW0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KW0895'AT MARIETTA.
 KW0895'AT MARIETTA, ABOUT 0.45 MILE WEST ALONG THE PENNSYLVANIA RAILROAD
 KW0895'FROM THE FREIGHT STATION, ABOUT 0.45 MILE WEST OF MILE POST 84,
 KW0895'ABOUT 60 YARDS SOUTHWEST OF CROSSING OF THE YARD TRACKS AND
 KW0895'DECATUR STREET, IN THE TOP OF EAST END OF NORTH CONCRETE HEAD
 KW0895'WALL OF AN ARCHED STONE MASONRY OVERPASS NO. 42-49 OF MAIN LINE
 KW0895'OF P.R.R. OVER A ROAD, 8 1/2 FEET NORTH OF NORTH RAIL OF NORTH
 KW0895'TRACK OF MAIN LINE AND ABOUT 1 FOOT BELOW LEVEL OF MAIN LINE
 KW0895'TRACKS.
 KW0895
 KW0895                          STATION RECOVERY (1979)
 KW0895
 KW0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW0895'RECOVERED IN GOOD CONDITION.
 KW0895
 KW0895                          STATION RECOVERY (1995)
 KW0895
 KW0895'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW0895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0368 ***********************************************************************
 KW0368  DESIGNATION -  F 50
 KW0368  PID         -  KW0368
 KW0368  STATE/COUNTY-  PA/SCHUYLKILL
 KW0368  USGS QUAD   -  DELANO (1976)
 KW0368
 KW0368                         *CURRENT SURVEY CONTROL
 KW0368  ___________________________________________________________________
 KW0368* NAD 83(1986)-  40 52 00.     (N)    076 03 27.     (W)     SCALED    
 KW0368* NAVD 88     -       456.339  (meters)    1497.17   (feet)  ADJUSTED  
 KW0368  ___________________________________________________________________
 KW0368  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KW0368  DYNAMIC HT  -         456.105 (meters)    1496.40  (feet)  COMP
 KW0368  MODELED GRAV-     980,097.6   (mgal)                       NAVD 88
 KW0368
 KW0368  VERT ORDER  -  SECOND    CLASS 0
 KW0368
 KW0368.The horizontal coordinates were scaled from a topographic map and have
 KW0368.an estimated accuracy of +/- 6 seconds.
 KW0368
 KW0368.The orthometric height was determined by differential leveling
 KW0368.and adjusted by the National Geodetic Survey in June 1991..
 KW0368
 KW0368.The geoid height was determined by GEOID03.
 KW0368
 KW0368.The dynamic height is computed by dividing the NAVD 88
 KW0368.geopotential number by the normal gravity value computed on the
 KW0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0368.degrees latitude (g = 980.6199 gals.).
 KW0368
 KW0368.The modeled gravity was interpolated from observed gravity values.
 KW0368
 KW0368;                    North         East    Units  Estimated Accuracy
 KW0368;SPC PA S     -   171,630.      742,680.      MT  (+/- 180 meters Scaled)
 KW0368
 KW0368                          SUPERSEDED SURVEY CONTROL
 KW0368
 KW0368  NGVD 29 (??/??/??)  456.528  (m)         1497.79   (f) ADJUSTED    2 0
 KW0368
 KW0368.Superseded values are not recommended for survey control.
 KW0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0368.See file dsdata.txt to determine how the superseded data were derived.
 KW0368
 KW0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL108244(NAD 83)
 KW0368_MARKER: DB = BENCH MARK DISK
 KW0368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0368_SP_SET: CONCRETE RAIL
 KW0368_STAMPING: F 50 1934
 KW0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0368
 KW0368  HISTORY     - Date     Condition        Report By
 KW0368  HISTORY     - 1934     MONUMENTED       CGS
 KW0368
 KW0368                          STATION DESCRIPTION
 KW0368
 KW0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0368'1.7 MI N FROM LOFTY.
 KW0368'BETWEEN POLES 111+43 AND 112+1, IN THE TOP OF A CONCRETE RAIL
 KW0368'REST, 12 FEET WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT 6
 KW0368'INCHES HIGHER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1728 ***********************************************************************
 LY1728  DESIGNATION -  F 52
 LY1728  PID         -  LY1728
 LY1728  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1728  USGS QUAD   -  MONTROSE EAST (1992)
 LY1728
 LY1728                         *CURRENT SURVEY CONTROL
 LY1728  ___________________________________________________________________
 LY1728* NAD 83(1986)-  41 51 22.     (N)    075 46 34.     (W)     SCALED    
 LY1728* NAVD 88     -       451.919  (meters)    1482.67   (feet)  ADJUSTED  
 LY1728  ___________________________________________________________________
 LY1728  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 LY1728  DYNAMIC HT  -         451.739 (meters)    1482.08  (feet)  COMP
 LY1728  MODELED GRAV-     980,209.7   (mgal)                       NAVD 88
 LY1728
 LY1728  VERT ORDER  -  SECOND    CLASS 0
 LY1728
 LY1728.The horizontal coordinates were scaled from a topographic map and have
 LY1728.an estimated accuracy of +/- 6 seconds.
 LY1728
 LY1728.The orthometric height was determined by differential leveling
 LY1728.and adjusted by the National Geodetic Survey in June 1991..
 LY1728
 LY1728.The geoid height was determined by GEOID03.
 LY1728
 LY1728.The dynamic height is computed by dividing the NAVD 88
 LY1728.geopotential number by the normal gravity value computed on the
 LY1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1728.degrees latitude (g = 980.6199 gals.).
 LY1728
 LY1728.The modeled gravity was interpolated from observed gravity values.
 LY1728
 LY1728;                    North         East    Units  Estimated Accuracy
 LY1728;SPC PA N     -   189,490.      763,890.      MT  (+/- 180 meters Scaled)
 LY1728
 LY1728                          SUPERSEDED SURVEY CONTROL
 LY1728
 LY1728  NGVD 29 (??/??/92)  452.070  (m)         1483.17   (f) ADJ UNCH    2 0
 LY1728
 LY1728.Superseded values are not recommended for survey control.
 LY1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1728.See file dsdata.txt to determine how the superseded data were derived.
 LY1728
 LY1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM355340(NAD 83)
 LY1728_MARKER: DB = BENCH MARK DISK
 LY1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1728_STAMPING: F 52 1934
 LY1728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1728+STABILITY: SURFACE MOTION
 LY1728
 LY1728  HISTORY     - Date     Condition        Report By
 LY1728  HISTORY     - 1934     MONUMENTED       CGS
 LY1728  HISTORY     - 1968     MARK NOT FOUND   NGS
 LY1728
 LY1728                          STATION DESCRIPTION
 LY1728
 LY1728'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LY1728'1.1 MI E FROM HEART LAKE.
 LY1728'1.1 MILES EAST ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 LY1728'RAILROAD FROM HEART LAKE, SUSQUEHANNA COUNTY, 0.6 MILE EAST OF
 LY1728'MILEPOST 170, 15 FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING,
 LY1728'9 FEET SOUTH OF A CROSSING SIGN, 12 FEET NORTH OF THE CENTERLINE
 LY1728'OF THE TRACK, AND ABOUT 6 INCHES BELOW THE TOP OF THE RAIL.
 LY1728'A STANDARD DISK, STAMPED F 52 1934 AND SET IN THE TOP OF A
 LY1728'CONCRETE POST.
 LY1728
 LY1728                          STATION RECOVERY (1968)
 LY1728
 LY1728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LY1728'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0057 ***********************************************************************
 LZ0057  DESIGNATION -  F 53
 LZ0057  PID         -  LZ0057
 LZ0057  STATE/COUNTY-  PA/BRADFORD
 LZ0057  USGS QUAD   -  TOWANDA (1967)
 LZ0057
 LZ0057                         *CURRENT SURVEY CONTROL
 LZ0057  ___________________________________________________________________
 LZ0057* NAD 83(1986)-  41 47 53.     (N)    076 28 11.     (W)     SCALED    
 LZ0057* NAVD 88     -       224.168  (meters)     735.46   (feet)  ADJUSTED  
 LZ0057  ___________________________________________________________________
 LZ0057  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 LZ0057  DYNAMIC HT  -         224.077 (meters)     735.16  (feet)  COMP
 LZ0057  MODELED GRAV-     980,212.6   (mgal)                       NAVD 88
 LZ0057
 LZ0057  VERT ORDER  -  SECOND    CLASS 0
 LZ0057
 LZ0057.The horizontal coordinates were scaled from a topographic map and have
 LZ0057.an estimated accuracy of +/- 6 seconds.
 LZ0057
 LZ0057.The orthometric height was determined by differential leveling
 LZ0057.and adjusted by the National Geodetic Survey in June 1991..
 LZ0057.WARNING-Repeat measurements at this control monument indicate possible
 LZ0057.vertical movement.
 LZ0057
 LZ0057.The geoid height was determined by GEOID03.
 LZ0057
 LZ0057.The dynamic height is computed by dividing the NAVD 88
 LZ0057.geopotential number by the normal gravity value computed on the
 LZ0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0057.degrees latitude (g = 980.6199 gals.).
 LZ0057
 LZ0057.The modeled gravity was interpolated from observed gravity values.
 LZ0057
 LZ0057;                    North         East    Units  Estimated Accuracy
 LZ0057;SPC PA N     -   181,960.      706,400.      MT  (+/- 180 meters Scaled)
 LZ0057
 LZ0057                          SUPERSEDED SURVEY CONTROL
 LZ0057
 LZ0057  NGVD 29 (??/??/92)  224.367  (m)          736.11   (f) ADJ UNCH    2 0
 LZ0057
 LZ0057.Superseded values are not recommended for survey control.
 LZ0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0057.See file dsdata.txt to determine how the superseded data were derived.
 LZ0057
 LZ0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM778283(NAD 83)
 LZ0057_MARKER: DB = BENCH MARK DISK
 LZ0057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0057_SP_SET: CULVERT
 LZ0057_STAMPING: F 53 1934
 LZ0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0057
 LZ0057  HISTORY     - Date     Condition        Report By
 LZ0057  HISTORY     - 1934     MONUMENTED       CGS
 LZ0057  HISTORY     - 1968     GOOD             NGS
 LZ0057  HISTORY     - 19920724 MARK NOT FOUND   USPSQD
 LZ0057
 LZ0057                          STATION DESCRIPTION
 LZ0057
 LZ0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0057'2 MI N FROM TOWANDA.
 LZ0057'2.0 MILES NORTH ALONG THE LEHIGH VALLEY RAILROAD FROM TOWANDA,
 LZ0057'BRADFORD COUNTY, 500 FEET SOUTH OF MILEPOST 257, AT 12-FOOT-SPAN
 LZ0057'CULVERT 256 A, IN THE NORTHEAST WING WALL, 12 FEET EAST OF
 LZ0057'THE EAST RAIL, AND ABOUT 3 FEET LOWER THAN THE TOP OF THE RAIL.
 LZ0057'A STANDARD DISK, STAMPED F 53 1934.
 LZ0057
 LZ0057                          STATION RECOVERY (1992)
 LZ0057
 LZ0057'RECOVERY NOTE BY US POWER SQUADRON 1992 (DEZ)
 LZ0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2805 ***********************************************************************
 KV2805  DESIGNATION -  F 54
 KV2805  PID         -  KV2805
 KV2805  STATE/COUNTY-  PA/CARBON
 KV2805  USGS QUAD   -  LEHIGHTON (1997)
 KV2805
 KV2805                         *CURRENT SURVEY CONTROL
 KV2805  ___________________________________________________________________
 KV2805* NAD 83(1986)-  40 49 41.     (N)    075 42 21.     (W)     SCALED    
 KV2805* NAVD 88     -       149.385  (meters)     490.11   (feet)  ADJUSTED  
 KV2805  ___________________________________________________________________
 KV2805  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 KV2805  DYNAMIC HT  -         149.314 (meters)     489.87  (feet)  COMP
 KV2805  MODELED GRAV-     980,145.3   (mgal)                       NAVD 88
 KV2805
 KV2805  VERT ORDER  -  SECOND    CLASS 0
 KV2805
 KV2805.The horizontal coordinates were scaled from a topographic map and have
 KV2805.an estimated accuracy of +/- 6 seconds.
 KV2805
 KV2805.The orthometric height was determined by differential leveling
 KV2805.and adjusted by the National Geodetic Survey in June 1991..
 KV2805
 KV2805.The geoid height was determined by GEOID03.
 KV2805
 KV2805.The dynamic height is computed by dividing the NAVD 88
 KV2805.geopotential number by the normal gravity value computed on the
 KV2805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2805.degrees latitude (g = 980.6199 gals.).
 KV2805
 KV2805.The modeled gravity was interpolated from observed gravity values.
 KV2805
 KV2805;                    North         East    Units  Estimated Accuracy
 KV2805;SPC PA N     -    75,490.      772,420.      MT  (+/- 180 meters Scaled)
 KV2805
 KV2805                          SUPERSEDED SURVEY CONTROL
 KV2805
 KV2805  NGVD 29 (??/??/??)  149.590  (m)          490.78   (f) ADJUSTED    2 0
 KV2805
 KV2805.Superseded values are not recommended for survey control.
 KV2805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2805.See file dsdata.txt to determine how the superseded data were derived.
 KV2805
 KV2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL404199(NAD 83)
 KV2805_MARKER: DB = BENCH MARK DISK
 KV2805_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2805_SP_SET: SIDEWALK
 KV2805_STAMPING: F 54 1935
 KV2805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2805
 KV2805  HISTORY     - Date     Condition        Report By
 KV2805  HISTORY     - 1935     MONUMENTED       CGS
 KV2805  HISTORY     - 1956     GOOD             CGS
 KV2805  HISTORY     - 1969     GOOD             CGS
 KV2805
 KV2805                          STATION DESCRIPTION
 KV2805
 KV2805'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV2805'AT LEHIGHTON.
 KV2805'AT LEHIGHTON, ON TOP AND AT THE WEST END OF THE SOUTH CONCRETE
 KV2805'SIDEWALK OF THE LEHIGHTON-WEISSPORT BRIDGE OVER THE LEHIGH
 KV2805'RAILROAD AND THE LEHIGH RIVER (FORMERLY U.S. HIGHWAY 209), 0.1
 KV2805'MILE NORTH OF THE PRESENT U.S. HIGHWAY 209 BRIDGE, 15 FEET SOUTH
 KV2805'OF THE CENTER LINE OF THE BRIDGE, 2.2 FEET EAST OF THE WEST
 KV2805'END OF THE SIDE WALK, 0.6 FEET WEST OF THE WEST END OF THE SOUTH
 KV2805'STEEL GUARD RAIL OF THE BRIDGE AND LEVEL WITH THE BRIDGE FLOOR.
 KV2805
 KV2805                          STATION RECOVERY (1969)
 KV2805
 KV2805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 KV2805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1347 ***********************************************************************
 LY1347  DESIGNATION -  F 56
 LY1347  PID         -  LY1347
 LY1347  STATE/COUNTY-  PA/LACKAWANNA
 LY1347  USGS QUAD   -  OLYPHANT (1994)
 LY1347
 LY1347                         *CURRENT SURVEY CONTROL
 LY1347  ___________________________________________________________________
 LY1347* NAD 83(1986)-  41 29 47.     (N)    075 32 17.     (W)     SCALED    
 LY1347* NAVD 88     -       275.949  (meters)     905.34   (feet)  ADJUSTED  
 LY1347  ___________________________________________________________________
 LY1347  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 LY1347  DYNAMIC HT  -         275.839 (meters)     904.98  (feet)  COMP
 LY1347  MODELED GRAV-     980,217.0   (mgal)                       NAVD 88
 LY1347
 LY1347  VERT ORDER  -  SECOND    CLASS 0
 LY1347
 LY1347.The horizontal coordinates were scaled from a topographic map and have
 LY1347.an estimated accuracy of +/- 6 seconds.
 LY1347
 LY1347.The orthometric height was determined by differential leveling
 LY1347.and adjusted by the National Geodetic Survey in June 1991..
 LY1347
 LY1347.The geoid height was determined by GEOID03.
 LY1347
 LY1347.The dynamic height is computed by dividing the NAVD 88
 LY1347.geopotential number by the normal gravity value computed on the
 LY1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1347.degrees latitude (g = 980.6199 gals.).
 LY1347
 LY1347.The modeled gravity was interpolated from observed gravity values.
 LY1347
 LY1347;                    North         East    Units  Estimated Accuracy
 LY1347;SPC PA N     -   150,030.      784,670.      MT  (+/- 180 meters Scaled)
 LY1347
 LY1347                          SUPERSEDED SURVEY CONTROL
 LY1347
 LY1347  NGVD 29 (??/??/92)  276.152  (m)          906.01   (f) ADJ UNCH    2 0
 LY1347
 LY1347.Superseded values are not recommended for survey control.
 LY1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1347.See file dsdata.txt to determine how the superseded data were derived.
 LY1347
 LY1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL550940(NAD 83)
 LY1347_MARKER: DB = BENCH MARK DISK
 LY1347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1347_SP_SET: BRIDGE
 LY1347_STAMPING: F 56 1934
 LY1347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY1347+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2002
 LY1347
 LY1347  HISTORY     - Date     Condition        Report By
 LY1347  HISTORY     - 1934     MONUMENTED       CGS
 LY1347  HISTORY     - 1942     GOOD             NGS
 LY1347  HISTORY     - 1969     GOOD             NGS
 LY1347  HISTORY     - 20000601 GOOD             PADT
 LY1347  HISTORY     - 20020521 GOOD             INDIV
 LY1347
 LY1347                          STATION DESCRIPTION
 LY1347
 LY1347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY1347'AT ARCHBALD.
 LY1347'AT ARCHBALD, LACKAWANNA COUNTY, 600 FEET NORTH OF THE DELAWARE
 LY1347'AND HUDSON RAILROAD STATION, 150 FEET SOUTH OF MILEPOST W 28-A
 LY1347'183, AT 50-FOOT GIRDER BRIDGE 64/53 OVER WAYNE STREET, IN THE
 LY1347'EAST END OF THE SOUTH ABUTMENT, 35 FEET EAST OF THE CENTERLINE OF
 LY1347'THE WEST-BOUND TRACK, AND 2.5 FEET LOWER THAN THE TOP OF THE
 LY1347'RAIL.  A STANDARD DISK, STAMPED F 56 1934.
 LY1347
 LY1347                          STATION RECOVERY (1969)
 LY1347
 LY1347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LY1347'RECOVERED IN GOOD CONDITION.
 LY1347
 LY1347                          STATION RECOVERY (2000)
 LY1347
 LY1347'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (MBJ)
 LY1347'RECOVERED IN GOOD CONDITION.
 LY1347
 LY1347                          STATION RECOVERY (2002)
 LY1347
 LY1347'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (TMB)
 LY1347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1507 ***********************************************************************
 LZ1507  DESIGNATION -  F 57
 LZ1507  PID         -  LZ1507
 LZ1507  STATE/COUNTY-  PA/LUZERNE
 LZ1507  USGS QUAD   -  HARVEYS LAKE (1983)
 LZ1507
 LZ1507                         *CURRENT SURVEY CONTROL
 LZ1507  ___________________________________________________________________
 LZ1507* NAD 83(1986)-  41 22 02.     (N)    076 00 08.     (W)     SCALED    
 LZ1507* NAVD 88     -       403.619  (meters)    1324.21   (feet)  ADJUSTED  
 LZ1507  ___________________________________________________________________
 LZ1507  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 LZ1507  DYNAMIC HT  -         403.454 (meters)    1323.67  (feet)  COMP
 LZ1507  MODELED GRAV-     980,200.3   (mgal)                       NAVD 88
 LZ1507
 LZ1507  VERT ORDER  -  SECOND    CLASS 0
 LZ1507
 LZ1507.The horizontal coordinates were scaled from a topographic map and have
 LZ1507.an estimated accuracy of +/- 6 seconds.
 LZ1507
 LZ1507.The orthometric height was determined by differential leveling
 LZ1507.and adjusted by the National Geodetic Survey in June 1991..
 LZ1507
 LZ1507.The geoid height was determined by GEOID03.
 LZ1507
 LZ1507.The dynamic height is computed by dividing the NAVD 88
 LZ1507.geopotential number by the normal gravity value computed on the
 LZ1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1507.degrees latitude (g = 980.6199 gals.).
 LZ1507
 LZ1507.The modeled gravity was interpolated from observed gravity values.
 LZ1507
 LZ1507;                    North         East    Units  Estimated Accuracy
 LZ1507;SPC PA N     -   134,800.      746,210.      MT  (+/- 180 meters Scaled)
 LZ1507
 LZ1507                          SUPERSEDED SURVEY CONTROL
 LZ1507
 LZ1507  NGVD 29 (??/??/92)  403.82   (m)         1324.9    (f) COMPUTED    2 0
 LZ1507
 LZ1507.Superseded values are not recommended for survey control.
 LZ1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1507.See file dsdata.txt to determine how the superseded data were derived.
 LZ1507
 LZ1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL161800(NAD 83)
 LZ1507_MARKER: DB = BENCH MARK DISK
 LZ1507_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1507_SP_SET: BRIDGE
 LZ1507_STAMPING: F 57 1934
 LZ1507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1507
 LZ1507  HISTORY     - Date     Condition        Report By
 LZ1507  HISTORY     - 1934     MONUMENTED       CGS
 LZ1507
 LZ1507                          STATION DESCRIPTION
 LZ1507
 LZ1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1507'AT OUTLET.
 LZ1507'AT OUTLET, 160 FEET SOUTH OF MILEPOST 191, AT 18-FOOT SPAN
 LZ1507'PLATE-GIRDER BRIDGE B 190 A OVER A DIRT ROAD, IN THE EAST END
 LZ1507'OF THE SOUTH STONE BRIDGE SEAT, 5 FEET EAST OF THE CENTER LINE
 LZ1507'OF THE TRACK, AND 2.5 FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0731 ***********************************************************************
 KW0731  DESIGNATION -  F 6 PADH
 KW0731  PID         -  KW0731
 KW0731  STATE/COUNTY-  PA/LANCASTER
 KW0731  USGS QUAD   -  COLUMBIA EAST (1995)
 KW0731
 KW0731                         *CURRENT SURVEY CONTROL
 KW0731  ___________________________________________________________________
 KW0731* NAD 83(1986)-  40 02 13.     (N)    076 24 41.     (W)     SCALED    
 KW0731* NAVD 88     -       116.995  (meters)     383.84   (feet)  ADJUSTED  
 KW0731  ___________________________________________________________________
 KW0731  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KW0731  DYNAMIC HT  -         116.935 (meters)     383.64  (feet)  COMP
 KW0731  MODELED GRAV-     980,107.1   (mgal)                       NAVD 88
 KW0731
 KW0731  VERT ORDER  -  FIRST     CLASS II
 KW0731
 KW0731.The horizontal coordinates were scaled from a topographic map and have
 KW0731.an estimated accuracy of +/- 6 seconds.
 KW0731
 KW0731.The orthometric height was determined by differential leveling
 KW0731.and adjusted by the National Geodetic Survey in June 1991..
 KW0731
 KW0731.The geoid height was determined by GEOID03.
 KW0731
 KW0731.The dynamic height is computed by dividing the NAVD 88
 KW0731.geopotential number by the normal gravity value computed on the
 KW0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0731.degrees latitude (g = 980.6199 gals.).
 KW0731
 KW0731.The modeled gravity was interpolated from observed gravity values.
 KW0731
 KW0731;                    North         East    Units  Estimated Accuracy
 KW0731;SPC PA S     -    78,990.      714,240.      MT  (+/- 180 meters Scaled)
 KW0731
 KW0731                          SUPERSEDED SURVEY CONTROL
 KW0731
 KW0731  NGVD 29 (??/??/??)  117.246  (m)          384.66   (f) ADJUSTED    1 2
 KW0731
 KW0731.Superseded values are not recommended for survey control.
 KW0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0731.See file dsdata.txt to determine how the superseded data were derived.
 KW0731
 KW0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK795328(NAD 83)
 KW0731_MARKER: DD = SURVEY DISK
 KW0731_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0731_SP_SET: BRIDGE
 KW0731_STAMPING: F 6 1955
 KW0731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW0731+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2004
 KW0731
 KW0731  HISTORY     - Date     Condition        Report By
 KW0731  HISTORY     - 1955     MONUMENTED       PADH
 KW0731  HISTORY     - 1955     GOOD             CGS
 KW0731  HISTORY     - 1975     GOOD             PADT
 KW0731  HISTORY     - 20040306 GOOD             PADT
 KW0731
 KW0731                          STATION DESCRIPTION
 KW0731
 KW0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KW0731'0.8 MI E FROM MOUNTVILLE.
 KW0731'ABOUT 0.75 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE OVERPASS
 KW0731'OVER THE PENNSYLVANIA RAILROAD AT MOUNTVILLE, IN THE TOP OF
 KW0731'THE NORTHEAST END OF SOUTHWEST WING WALL OF A 9-FOOT CONCRETE
 KW0731'BRIDGE OVER A CREEK, 27 FEET SOUTH OF CENTER LINE OF HIGHWAY,
 KW0731'0.2 FOOT SOUTH OF CONCRETE BANISTER AND ABOUT LEVEL WITH BRIDGE
 KW0731'FLOOR.  NOTE-- STAMPED BY THIS PARTY.
 KW0731
 KW0731                          STATION RECOVERY (1975)
 KW0731
 KW0731'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 KW0731'RECOVERED IN GOOD CONDITION.
 KW0731
 KW0731                          STATION RECOVERY (2004)
 KW0731
 KW0731'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (SMM)
 KW0731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0017 ***********************************************************************
 MB0017  DESIGNATION -  F 61
 MB0017  PID         -  MB0017
 MB0017  STATE/COUNTY-  PA/CRAWFORD
 MB0017  USGS QUAD   -  HARMONSBURG (1977)
 MB0017
 MB0017                         *CURRENT SURVEY CONTROL
 MB0017  ___________________________________________________________________
 MB0017* NAD 83(1986)-  41 37 43.     (N)    080 22 28.     (W)     SCALED    
 MB0017* NAVD 88     -       325.674  (meters)    1068.48   (feet)  ADJUSTED  
 MB0017  ___________________________________________________________________
 MB0017  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 MB0017  DYNAMIC HT  -         325.541 (meters)    1068.05  (feet)  COMP
 MB0017  MODELED GRAV-     980,205.1   (mgal)                       NAVD 88
 MB0017
 MB0017  VERT ORDER  -  SECOND    CLASS 0
 MB0017
 MB0017.The horizontal coordinates were scaled from a topographic map and have
 MB0017.an estimated accuracy of +/- 6 seconds.
 MB0017
 MB0017.The orthometric height was determined by differential leveling
 MB0017.and adjusted by the National Geodetic Survey in June 1991..
 MB0017
 MB0017.The geoid height was determined by GEOID03.
 MB0017
 MB0017.The dynamic height is computed by dividing the NAVD 88
 MB0017.geopotential number by the normal gravity value computed on the
 MB0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0017.degrees latitude (g = 980.6199 gals.).
 MB0017
 MB0017.The modeled gravity was interpolated from observed gravity values.
 MB0017
 MB0017;                    North         East    Units  Estimated Accuracy
 MB0017;SPC PA N     -   165,670.      381,340.      MT  (+/- 180 meters Scaled)
 MB0017
 MB0017                          SUPERSEDED SURVEY CONTROL
 MB0017
 MB0017  NGVD 29 (??/??/92)  325.842  (m)         1069.03   (f) ADJ UNCH    2 0
 MB0017
 MB0017.Superseded values are not recommended for survey control.
 MB0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0017.See file dsdata.txt to determine how the superseded data were derived.
 MB0017
 MB0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG521087(NAD 83)
 MB0017_MARKER: DB = BENCH MARK DISK
 MB0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0017_STAMPING: F 61 1935
 MB0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0017+STABILITY: SURFACE MOTION
 MB0017
 MB0017  HISTORY     - Date     Condition        Report By
 MB0017  HISTORY     - 1935     MONUMENTED       CGS
 MB0017  HISTORY     - 1959     MARK NOT FOUND   USGS
 MB0017
 MB0017                          STATION DESCRIPTION
 MB0017
 MB0017'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MB0017'AT SHERMANSVILLE.
 MB0017'AT SHERMANSVILLE, 0.1 MILE SOUTH OF THE BESSEMER AND LAKE ERIE
 MB0017'RAILROAD STATION, 0.1 MILE NORTH OF MILEPOST CH 37, 60 FEET
 MB0017'SOUTH OF POLE 108+7, 63 FEET EAST OF THE EAST RAIL, AND ABOUT
 MB0017'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED F 61 1935 AND
 MB0017'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 7 INCHES
 MB0017'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0006 ***********************************************************************
 MB0006  DESIGNATION -  F 62
 MB0006  PID         -  MB0006
 MB0006  STATE/COUNTY-  PA/CRAWFORD
 MB0006  USGS QUAD   -  CONNEAUT LAKE (1990)
 MB0006
 MB0006                         *CURRENT SURVEY CONTROL
 MB0006  ___________________________________________________________________
 MB0006* NAD 83(1986)-  41 35 49.     (N)    080 15 54.     (W)     SCALED    
 MB0006* NAVD 88     -       330.168  (meters)    1083.23   (feet)  ADJUSTED  
 MB0006  ___________________________________________________________________
 MB0006  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 MB0006  DYNAMIC HT  -         330.032 (meters)    1082.78  (feet)  COMP
 MB0006  MODELED GRAV-     980,203.1   (mgal)                       NAVD 88
 MB0006
 MB0006  VERT ORDER  -  SECOND    CLASS 0
 MB0006
 MB0006.The horizontal coordinates were scaled from a topographic map and have
 MB0006.an estimated accuracy of +/- 6 seconds.
 MB0006
 MB0006.The orthometric height was determined by differential leveling
 MB0006.and adjusted by the National Geodetic Survey in June 1991..
 MB0006
 MB0006.The geoid height was determined by GEOID03.
 MB0006
 MB0006.The dynamic height is computed by dividing the NAVD 88
 MB0006.geopotential number by the normal gravity value computed on the
 MB0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0006.degrees latitude (g = 980.6199 gals.).
 MB0006
 MB0006.The modeled gravity was interpolated from observed gravity values.
 MB0006
 MB0006;                    North         East    Units  Estimated Accuracy
 MB0006;SPC PA N     -   161,880.      390,360.      MT  (+/- 180 meters Scaled)
 MB0006
 MB0006                          SUPERSEDED SURVEY CONTROL
 MB0006
 MB0006  NGVD 29 (??/??/92)  330.335  (m)         1083.77   (f) ADJ UNCH    2 0
 MB0006
 MB0006.Superseded values are not recommended for survey control.
 MB0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0006.See file dsdata.txt to determine how the superseded data were derived.
 MB0006
 MB0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG612052(NAD 83)
 MB0006_MARKER: DB = BENCH MARK DISK
 MB0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0006_STAMPING: F 62 1935
 MB0006_MARK LOGO: CGS   
 MB0006_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0006+STABILITY: SURFACE MOTION
 MB0006
 MB0006  HISTORY     - Date     Condition        Report By
 MB0006  HISTORY     - 1935     MONUMENTED       CGS
 MB0006  HISTORY     - 1988     GOOD             USPSQD
 MB0006  HISTORY     - 19940329 GOOD             LOCENG
 MB0006  HISTORY     - 20000801 GOOD             PADT
 MB0006
 MB0006                          STATION DESCRIPTION
 MB0006
 MB0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MB0006'2.3 MI E FROM CONNEAUT LAKE.
 MB0006'2.3 MILES EAST ALONG THE BESSEMER AND LAKE ERIE RAILROAD FROM
 MB0006'THE STATION AT CONNEAUT LAKE, 200 FEET NORTH OF A 2-STORY
 MB0006'WHITE HOUSE, 180 FEET WEST OF A TWO STORY YELLOW HOUSE, AT A
 MB0006'DIRT-ROAD CROSSING, 60 FEET EAST OF THE CENTERLINE OF THE ROAD,
 MB0006'42 FEET SOUTH OF THE SOUTH RAIL AND 2 FEET LOWER THAN THE TRACK.
 MB0006'A STANDARD DISK, STAMPED F 62 1935 AND SET IN THE TOP OF A
 MB0006'CONCRETE POST PROJECTING ABOUT 7 INCHES ABOVE GROUND.
 MB0006
 MB0006                          STATION RECOVERY (1988)
 MB0006
 MB0006'RECOVERY NOTE BY US POWER SQUADRON 1988 (GLS)
 MB0006'RECOVERED IN GOOD CONDITION.
 MB0006
 MB0006                          STATION RECOVERY (1994)
 MB0006
 MB0006'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (DM)
 MB0006'2.3 MILES (3.7 KM) EAST ALONG THE FORMER BESSEMER AND LAKE ERIE
 MB0006'RAILROAD FROM THE HIGHWAY CROSSING OF US ROUTE 6 OVER CONNEAUT LAKE
 MB0006'OUTLET, TO A ROAD CROSSING.  ABOUT 0.1 MILES (0.2 KM) SOUTHWEST ALONG
 MB0006'BROWN HILL ROAD (TR 537) FROM THE CROSSROADS OF BROWN HILL ROAD WITH
 MB0006'WEST VERNON ROAD (TR 429) .  THE STATION IS ABOUT 60 FEET (18.3 M)
 MB0006'EAST OF THE CENTER OF THE BROWN HILL ROAD AND ABOUT 45 FEET (13.7 M)
 MB0006'SOUTH OF THE CENTER OF THE OLD RAILROAD GRADE.  THE STATION IS ABOUT
 MB0006'25 FEET (7.6 M) NORTH OF THE EASTERLY PROJECTION OF THE NORTHERLY WALL
 MB0006'AND ABOUT 105 FEET (32.0 M) EAST OF THE NORTHERLY PROJECTION OF THE
 MB0006'EASTERLY PORCH WALL OF A TWO STORY MANSARD ROOFED ALUMINUM SIDING
 MB0006'HOUSE WHICH IS ON THE WEST SIDE OF THE ROAD AND ON THE SOUTH SIDE OF
 MB0006'THE OLD RAILORAD GRADE.  A POWER POLE (REA COP-18) IS SOUTH 25 DEGREES
 MB0006'WEST, 54.5 FEET (16.6 M) FROM THE STATION.  STATION IS A STANDARD DISK
 MB0006'IN POST WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND SURFACE,
 MB0006'CONCRETE IS SPALLED OFF OF ONE SIDE OF THE POST (THE DWELLINGS CALLED
 MB0006'FOTR IN THE ORIGINAL DESCRIPTION ARE ONE AND DATA WAS MIXED UP ANYWAY)
 MB0006'.  A 6-INCH ELM TREE ON THE EDGE OF THE RAILROAD GRADE WAS BLAZED AND
 MB0006'PAINTED FOR A WITNESS.
 MB0006
 MB0006                          STATION RECOVERY (2000)
 MB0006
 MB0006'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 MB0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0299 ***********************************************************************
 MB0299  DESIGNATION -  F 63
 MB0299  PID         -  MB0299
 MB0299  STATE/COUNTY-  PA/MERCER
 MB0299  USGS QUAD   -  MERCER (1990)
 MB0299
 MB0299                         *CURRENT SURVEY CONTROL
 MB0299  ___________________________________________________________________
 MB0299* NAD 83(1986)-  41 13 53.     (N)    080 12 45.     (W)     SCALED    
 MB0299* NAVD 88     -       341.992  (meters)    1122.02   (feet)  ADJUSTED  
 MB0299  ___________________________________________________________________
 MB0299  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 MB0299  DYNAMIC HT  -         341.837 (meters)    1121.51  (feet)  COMP
 MB0299  MODELED GRAV-     980,160.8   (mgal)                       NAVD 88
 MB0299
 MB0299  VERT ORDER  -  SECOND    CLASS 0
 MB0299
 MB0299.The horizontal coordinates were scaled from a topographic map and have
 MB0299.an estimated accuracy of +/- 6 seconds.
 MB0299
 MB0299.The orthometric height was determined by differential leveling
 MB0299.and adjusted by the National Geodetic Survey in June 1991..
 MB0299
 MB0299.The geoid height was determined by GEOID03.
 MB0299
 MB0299.The dynamic height is computed by dividing the NAVD 88
 MB0299.geopotential number by the normal gravity value computed on the
 MB0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0299.degrees latitude (g = 980.6199 gals.).
 MB0299
 MB0299.The modeled gravity was interpolated from observed gravity values.
 MB0299
 MB0299;                    North         East    Units  Estimated Accuracy
 MB0299;SPC PA N     -   121,180.      393,580.      MT  (+/- 180 meters Scaled)
 MB0299
 MB0299                          SUPERSEDED SURVEY CONTROL
 MB0299
 MB0299  NGVD 29 (??/??/92)  342.152  (m)         1122.54   (f) ADJ UNCH    2 0
 MB0299
 MB0299.Superseded values are not recommended for survey control.
 MB0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0299.See file dsdata.txt to determine how the superseded data were derived.
 MB0299
 MB0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF659647(NAD 83)
 MB0299_MARKER: DB = BENCH MARK DISK
 MB0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0299_STAMPING: F 63 1935
 MB0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0299+STABILITY: SURFACE MOTION
 MB0299
 MB0299  HISTORY     - Date     Condition        Report By
 MB0299  HISTORY     - 1935     MONUMENTED       CGS
 MB0299
 MB0299                          STATION DESCRIPTION
 MB0299
 MB0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MB0299'1.5 MI N FROM MERCER.
 MB0299'1.5 MILES NORTHEAST ALONG THE BESSEMER AND LAKE ERIE RAILROAD
 MB0299'FROM THE STATION AT MERCER, 2600 FEET SOUTH OF MILEPOST 39.5,
 MB0299'1080 FEET NORTHWEST OF THE CROSSING OF THE PENNSYLVANIA RAILROAD,
 MB0299'110 FEET SOUTH OF A POLE AND TRANSFORMER, AT A DIRT-ROAD
 MB0299'CROSSING, 39 FEET WEST OF THE WEST RAIL, 16 FEET SOUTH OF THE
 MB0299'CENTERLINE OF THE ROAD, AND TWO FEET HIGHER THAN THE TRACK.  A
 MB0299'STANDARD DISK, STAMPED F 63 1935 AND SET IN THE TOP OF A CONCRETE
 MB0299'POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0172 ***********************************************************************
 KY0172  DESIGNATION -  F 64
 KY0172  PID         -  KY0172
 KY0172  STATE/COUNTY-  PA/LAWRENCE
 KY0172  USGS QUAD   -  NEW CASTLE SOUTH (1990)
 KY0172
 KY0172                         *CURRENT SURVEY CONTROL
 KY0172  ___________________________________________________________________
 KY0172* NAD 83(1986)-  40 59 51.     (N)    080 20 33.     (W)     SCALED    
 KY0172* NAVD 88     -       245.396  (meters)     805.10   (feet)  ADJUSTED  
 KY0172  ___________________________________________________________________
 KY0172  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KY0172  DYNAMIC HT  -         245.279 (meters)     804.72  (feet)  COMP
 KY0172  MODELED GRAV-     980,143.5   (mgal)                       NAVD 88
 KY0172
 KY0172  VERT ORDER  -  SECOND    CLASS 0
 KY0172
 KY0172.The horizontal coordinates were scaled from a topographic map and have
 KY0172.an estimated accuracy of +/- 6 seconds.
 KY0172
 KY0172.The orthometric height was determined by differential leveling
 KY0172.and adjusted by the National Geodetic Survey in June 1991..
 KY0172
 KY0172.The geoid height was determined by GEOID03.
 KY0172
 KY0172.The dynamic height is computed by dividing the NAVD 88
 KY0172.geopotential number by the normal gravity value computed on the
 KY0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0172.degrees latitude (g = 980.6199 gals.).
 KY0172
 KY0172.The modeled gravity was interpolated from observed gravity values.
 KY0172
 KY0172;                    North         East    Units  Estimated Accuracy
 KY0172;SPC PA S     -   187,990.      381,900.      MT  (+/- 180 meters Scaled)
 KY0172
 KY0172                          SUPERSEDED SURVEY CONTROL
 KY0172
 KY0172  NGVD 29 (??/??/92)  245.549  (m)          805.61   (f) ADJ UNCH    2 0
 KY0172
 KY0172.Superseded values are not recommended for survey control.
 KY0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0172.See file dsdata.txt to determine how the superseded data were derived.
 KY0172
 KY0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF552386(NAD 83)
 KY0172_MARKER: DB = BENCH MARK DISK
 KY0172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0172_SP_SET: STEP
 KY0172_STAMPING: F 64 1935
 KY0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0172
 KY0172  HISTORY     - Date     Condition        Report By
 KY0172  HISTORY     - 1935     MONUMENTED       CGS
 KY0172  HISTORY     - 1944     GOOD             NGS
 KY0172  HISTORY     - 1967     GOOD             NGS
 KY0172
 KY0172                          STATION DESCRIPTION
 KY0172
 KY0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 KY0172'AT NEW CASTLE.
 KY0172'AT NEW CASTLE, AT THE PITTSBURGH AND LAKE ERIE RAILROAD FREIGHT
 KY0172'STATION, IN THE TOP OF THE BOTTOM STEP OF THE EAST ENTRANCE, 60
 KY0172'FEET NORTH OF THE CENTER OF THE CROSSING OF GROVE STREET,
 KY0172'4 FEET EAST OF THE BUILDING LINE, AND LEVEL WITH THE BRICK SIDEWALK.
 KY0172'A STANDARD DISK, STAMPED F 64 1935.
 KY0172
 KY0172                          STATION RECOVERY (1967)
 KY0172
 KY0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KY0172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1612 ***********************************************************************
 MA1612  DESIGNATION -  F 65
 MA1612  PID         -  MA1612
 MA1612  STATE/COUNTY-  PA/WARREN
 MA1612  USGS QUAD   -  COLUMBUS (1990)
 MA1612
 MA1612                         *CURRENT SURVEY CONTROL
 MA1612  ___________________________________________________________________
 MA1612* NAD 83(1986)-  41 56 08.     (N)    079 35 42.     (W)     SCALED    
 MA1612* NAVD 88     -       434.986  (meters)    1427.12   (feet)  ADJUSTED  
 MA1612  ___________________________________________________________________
 MA1612  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 MA1612  DYNAMIC HT  -         434.808 (meters)    1426.53  (feet)  COMP
 MA1612  MODELED GRAV-     980,199.9   (mgal)                       NAVD 88
 MA1612
 MA1612  VERT ORDER  -  SECOND    CLASS 0
 MA1612
 MA1612.The horizontal coordinates were scaled from a topographic map and have
 MA1612.an estimated accuracy of +/- 6 seconds.
 MA1612
 MA1612.The orthometric height was determined by differential leveling
 MA1612.and adjusted by the National Geodetic Survey in June 1991..
 MA1612
 MA1612.The geoid height was determined by GEOID03.
 MA1612
 MA1612.The dynamic height is computed by dividing the NAVD 88
 MA1612.geopotential number by the normal gravity value computed on the
 MA1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1612.degrees latitude (g = 980.6199 gals.).
 MA1612
 MA1612.The modeled gravity was interpolated from observed gravity values.
 MA1612
 MA1612;                    North         East    Units  Estimated Accuracy
 MA1612;SPC PA N     -   198,080.      447,000.      MT  (+/- 180 meters Scaled)
 MA1612
 MA1612                          SUPERSEDED SURVEY CONTROL
 MA1612
 MA1612  NGVD 29 (??/??/92)  435.133  (m)         1427.60   (f) ADJ UNCH    2 0
 MA1612
 MA1612.Superseded values are not recommended for survey control.
 MA1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1612.See file dsdata.txt to determine how the superseded data were derived.
 MA1612
 MA1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG164435(NAD 83)
 MA1612_MARKER: DB = BENCH MARK DISK
 MA1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1612_STAMPING: F 65 1935
 MA1612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1612+STABILITY: SURFACE MOTION
 MA1612
 MA1612  HISTORY     - Date     Condition        Report By
 MA1612  HISTORY     - 1935     MONUMENTED       CGS
 MA1612
 MA1612                          STATION DESCRIPTION
 MA1612
 MA1612'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA1612'2.6 MI NE FROM CORRY.
 MA1612'2.6 MILES NORTHEAST ALONG THE ERIE RAILROAD FROM THE STATION
 MA1612'AT CORRY, WARREN COUNTY, 0.4 MILE SOUTHWEST OF MILEPOST 58, 600
 MA1612'FEET NORTH OF A TWO-STORY RED-BRICK HOUSE, AT A DIRT-ROAD
 MA1612'CROSSING, 90 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 6, 37
 MA1612'FEET SOUTH OF THE SOUTH RAIL, 18 FEET EAST OF THE CENTER-LINE
 MA1612'OF THE DIRT ROAD, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 MA1612'STAMPED F 65 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MA1612'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0866 ***********************************************************************
 MA0866  DESIGNATION -  F 66
 MA0866  PID         -  MA0866
 MA0866  STATE/COUNTY-  PA/WARREN
 MA0866  USGS QUAD   -  CLARENDON (1977)
 MA0866
 MA0866                         *CURRENT SURVEY CONTROL
 MA0866  ___________________________________________________________________
 MA0866* NAD 83(1986)-  41 50 47.     (N)    079 01 17.     (W)     SCALED    
 MA0866* NAVD 88     -       373.800  (meters)    1226.38   (feet)  ADJUSTED  
 MA0866  ___________________________________________________________________
 MA0866  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 MA0866  DYNAMIC HT  -         373.650 (meters)    1225.88  (feet)  COMP
 MA0866  MODELED GRAV-     980,210.8   (mgal)                       NAVD 88
 MA0866
 MA0866  VERT ORDER  -  FIRST     CLASS II
 MA0866
 MA0866.The horizontal coordinates were scaled from a topographic map and have
 MA0866.an estimated accuracy of +/- 6 seconds.
 MA0866
 MA0866.The orthometric height was determined by differential leveling
 MA0866.and adjusted by the National Geodetic Survey in June 1991..
 MA0866
 MA0866.The geoid height was determined by GEOID03.
 MA0866
 MA0866.The dynamic height is computed by dividing the NAVD 88
 MA0866.geopotential number by the normal gravity value computed on the
 MA0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0866.degrees latitude (g = 980.6199 gals.).
 MA0866
 MA0866.The modeled gravity was interpolated from observed gravity values.
 MA0866
 MA0866;                    North         East    Units  Estimated Accuracy
 MA0866;SPC PA N     -   187,320.      494,420.      MT  (+/- 180 meters Scaled)
 MA0866
 MA0866                          SUPERSEDED SURVEY CONTROL
 MA0866
 MA0866  NGVD 29 (??/??/92)  373.965  (m)         1226.92   (f) ADJ UNCH    1 2
 MA0866
 MA0866.Superseded values are not recommended for survey control.
 MA0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0866.See file dsdata.txt to determine how the superseded data were derived.
 MA0866
 MA0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG642346(NAD 83)
 MA0866_MARKER: DB = BENCH MARK DISK
 MA0866_SETTING: 66 = SET IN ROCK OUTCROP
 MA0866_SP_SET: ROCK OUTCROP
 MA0866_STAMPING: F 66 1935
 MA0866_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA0866+STABILITY: POSITION/ELEVATION WELL
 MA0866
 MA0866  HISTORY     - Date     Condition        Report By
 MA0866  HISTORY     - 1935     MONUMENTED       CGS
 MA0866  HISTORY     - 20020825 GOOD             USPSQD
 MA0866
 MA0866                          STATION DESCRIPTION
 MA0866
 MA0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0866'1.8 MI E FROM HEMLOCK.
 MA0866'1.8 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA0866'AT HEMLOCK, WARREN COUNTY, 0.3 MILE EAST OF MILEPOST 64-52, 15
 MA0866'FEET NORTH OF THE CENTER LINE OF THE TRACK, IN THE TOP OF A ROCK
 MA0866'OUTCROP, AND ABOUT 3 FEET HIGHER THAN THE TRACK.  A STANDARD
 MA0866'DISK, STAMPED F 66 1935.
 MA0866
 MA0866                          STATION RECOVERY (2002)
 MA0866
 MA0866'RECOVERY NOTE BY US POWER SQUADRON 2002 (JT)
 MA0866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0895 ***********************************************************************
 MA0895  DESIGNATION -  F 67
 MA0895  PID         -  MA0895
 MA0895  STATE/COUNTY-  PA/WARREN
 MA0895  USGS QUAD   -  SHEFFIELD (1973)
 MA0895
 MA0895                         *CURRENT SURVEY CONTROL
 MA0895  ___________________________________________________________________
 MA0895* NAD 83(1986)-  41 43 22.     (N)    079 03 08.     (W)     SCALED    
 MA0895* NAVD 88     -       410.942  (meters)    1348.23   (feet)  ADJUSTED  
 MA0895  ___________________________________________________________________
 MA0895  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 MA0895  DYNAMIC HT  -         410.771 (meters)    1347.67  (feet)  COMP
 MA0895  MODELED GRAV-     980,196.4   (mgal)                       NAVD 88
 MA0895
 MA0895  VERT ORDER  -  SECOND    CLASS 0
 MA0895
 MA0895.The horizontal coordinates were scaled from a topographic map and have
 MA0895.an estimated accuracy of +/- 6 seconds.
 MA0895
 MA0895.The orthometric height was determined by differential leveling
 MA0895.and adjusted by the National Geodetic Survey in June 1991..
 MA0895
 MA0895.The geoid height was determined by GEOID03.
 MA0895
 MA0895.The dynamic height is computed by dividing the NAVD 88
 MA0895.geopotential number by the normal gravity value computed on the
 MA0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0895.degrees latitude (g = 980.6199 gals.).
 MA0895
 MA0895.The modeled gravity was interpolated from observed gravity values.
 MA0895
 MA0895;                    North         East    Units  Estimated Accuracy
 MA0895;SPC PA N     -   173,630.      491,650.      MT  (+/- 180 meters Scaled)
 MA0895
 MA0895                          SUPERSEDED SURVEY CONTROL
 MA0895
 MA0895  NGVD 29 (??/??/92)  411.090  (m)         1348.72   (f) ADJ UNCH    2 0
 MA0895
 MA0895.Superseded values are not recommended for survey control.
 MA0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0895.See file dsdata.txt to determine how the superseded data were derived.
 MA0895
 MA0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG620208(NAD 83)
 MA0895_MARKER: DB = BENCH MARK DISK
 MA0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0895_STAMPING: F 67 1935
 MA0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0895+STABILITY: SURFACE MOTION
 MA0895
 MA0895  HISTORY     - Date     Condition        Report By
 MA0895  HISTORY     - 1935     MONUMENTED       CGS
 MA0895  HISTORY     - 1968     GOOD             NGS
 MA0895  HISTORY     - 20020825 GOOD             USPSQD
 MA0895
 MA0895                          STATION DESCRIPTION
 MA0895
 MA0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MA0895'1.8 MI NW FROM SHEFFIELD.
 MA0895'ABOUT 1.8 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0895'THE STATION AT SHEFFIELD, WARREN COUNTY, ABOUT 90 FEET EAST OF
 MA0895'THE POST OFFICE, 40 FEET SOUTHEAST OF THE CENTER OF A ROAD
 MA0895'CROSSING, 35 FEET EAST OF THE CENTER LINE OF THE ROAD, 25 FEET
 MA0895'SOUTH OF THE CENTER LINE OF THE TRACK, AND 75 FEET SOUTH OF THE
 MA0895'CENTER LINE OF U.S. HIGHWAY 6, 12 FEET EAST OF A CROSSING-WARNING
 MA0895'SIGN, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 MA0895'STAMPED F 67 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MA0895'ABOUT 3 INCHES ABOVE GROUND.
 MA0895
 MA0895                          STATION RECOVERY (2002)
 MA0895
 MA0895'RECOVERY NOTE BY US POWER SQUADRON 2002 (WR)
 MA0895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0944 ***********************************************************************
 LZ0944  DESIGNATION -  F 68
 LZ0944  PID         -  LZ0944
 LZ0944  STATE/COUNTY-  PA/LYCOMING
 LZ0944  USGS QUAD   -  COGAN STATION (1973)
 LZ0944
 LZ0944                         *CURRENT SURVEY CONTROL
 LZ0944  ___________________________________________________________________
 LZ0944* NAD 83(1986)-  41 19 06.     (N)    077 04 58.     (W)     SCALED    
 LZ0944* NAVD 88     -       181.117  (meters)     594.21   (feet)  ADJUSTED  
 LZ0944  ___________________________________________________________________
 LZ0944  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 LZ0944  DYNAMIC HT  -         181.039 (meters)     593.96  (feet)  COMP
 LZ0944  MODELED GRAV-     980,192.4   (mgal)                       NAVD 88
 LZ0944
 LZ0944  VERT ORDER  -  FIRST     CLASS II
 LZ0944
 LZ0944.The horizontal coordinates were scaled from a topographic map and have
 LZ0944.an estimated accuracy of +/- 6 seconds.
 LZ0944
 LZ0944.The orthometric height was determined by differential leveling
 LZ0944.and adjusted by the National Geodetic Survey in June 1991..
 LZ0944
 LZ0944.The geoid height was determined by GEOID03.
 LZ0944
 LZ0944.The dynamic height is computed by dividing the NAVD 88
 LZ0944.geopotential number by the normal gravity value computed on the
 LZ0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0944.degrees latitude (g = 980.6199 gals.).
 LZ0944
 LZ0944.The modeled gravity was interpolated from observed gravity values.
 LZ0944
 LZ0944;                    North         East    Units  Estimated Accuracy
 LZ0944;SPC PA N     -   128,110.      655,860.      MT  (+/- 180 meters Scaled)
 LZ0944
 LZ0944                          SUPERSEDED SURVEY CONTROL
 LZ0944
 LZ0944  NGVD 29 (??/??/92)  181.341  (m)          594.95   (f) ADJ UNCH    1 2
 LZ0944
 LZ0944.Superseded values are not recommended for survey control.
 LZ0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0944.See file dsdata.txt to determine how the superseded data were derived.
 LZ0944
 LZ0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL256761(NAD 83)
 LZ0944_MARKER: DB = BENCH MARK DISK
 LZ0944_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0944_SP_SET: BRIDGE SEAT
 LZ0944_STAMPING: F 68 1935
 LZ0944_MARK LOGO: CGS   
 LZ0944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0944
 LZ0944  HISTORY     - Date     Condition        Report By
 LZ0944  HISTORY     - 1935     MONUMENTED       CGS
 LZ0944  HISTORY     - 1968     GOOD             NGS
 LZ0944  HISTORY     - 1975     GOOD             PADT
 LZ0944  HISTORY     - 1983     GOOD             NGS
 LZ0944
 LZ0944                          STATION DESCRIPTION
 LZ0944
 LZ0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0944'AT COGAN VALLEY.
 LZ0944'AT COGAN VALLEY, LYCOMING COUNTY, ABOUT 1,180 FEET SOUTH OF
 LZ0944'THE OLD SIGN OF THE PENNSYLVANIA RAILROAD STATION, AT GIRDER
 LZ0944'BRIDGE 6.56, IN THE TOP OF THE EAST SIDE OF THE NORTH BRIDGE SEAT,
 LZ0944'ABOUT 105 FEET SOUTH OF THE CENTER OF A ROAD CROSSING, 10 FEET
 LZ0944'EAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 2-1/2 FEET LOWER
 LZ0944'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED F 68 1935.
 LZ0944
 LZ0944                          STATION RECOVERY (1975)
 LZ0944
 LZ0944'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 LZ0944'RECOVERED IN GOOD CONDITION.
 LZ0944
 LZ0944                          STATION RECOVERY (1983)
 LZ0944
 LZ0944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LZ0944'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.8 KM (0.5 MI)
 LZ0944'NORTH ALONG U.S. HIGHWAY 15 FROM THE POST OFFICE IN COGAN STATION,
 LZ0944'THENCE 0.3 KM (0.2 MI) NORTHWEST ALONG STATE HIGHWAY 973 TO THE MARK
 LZ0944'ON THE LEFT, IN THE NORTHEAST ABUTMENT OF A RAILROAD BRIDGE,
 LZ0944'32.0 METERS (105.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 LZ0944'3.0 METERS (10.0 FT) EAST OF THE CENTER OF THE RAILROAD.
 LZ0944'THE MARK IS 0.76 M BELOW RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0462 ***********************************************************************
 LZ0462  DESIGNATION -  F 69
 LZ0462  PID         -  LZ0462
 LZ0462  STATE/COUNTY-  PA/SULLIVAN
 LZ0462  USGS QUAD   -  EAGLES MERE (1993)
 LZ0462
 LZ0462                         *CURRENT SURVEY CONTROL
 LZ0462  ___________________________________________________________________
 LZ0462* NAD 83(1986)-  41 29 19.     (N)    076 35 58.     (W)     SCALED    
 LZ0462* NAVD 88     -       312.751  (meters)    1026.08   (feet)  ADJUSTED  
 LZ0462  ___________________________________________________________________
 LZ0462  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 LZ0462  DYNAMIC HT  -         312.615 (meters)    1025.64  (feet)  COMP
 LZ0462  MODELED GRAV-     980,179.4   (mgal)                       NAVD 88
 LZ0462
 LZ0462  VERT ORDER  -  SECOND    CLASS 0
 LZ0462
 LZ0462.The horizontal coordinates were scaled from a topographic map and have
 LZ0462.an estimated accuracy of +/- 6 seconds.
 LZ0462
 LZ0462.The orthometric height was determined by differential leveling
 LZ0462.and adjusted by the National Geodetic Survey in June 1991..
 LZ0462
 LZ0462.The geoid height was determined by GEOID03.
 LZ0462
 LZ0462.The dynamic height is computed by dividing the NAVD 88
 LZ0462.geopotential number by the normal gravity value computed on the
 LZ0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0462.degrees latitude (g = 980.6199 gals.).
 LZ0462
 LZ0462.The modeled gravity was interpolated from observed gravity values.
 LZ0462
 LZ0462;                    North         East    Units  Estimated Accuracy
 LZ0462;SPC PA N     -   147,450.      696,080.      MT  (+/- 180 meters Scaled)
 LZ0462
 LZ0462                          SUPERSEDED SURVEY CONTROL
 LZ0462
 LZ0462  NGVD 29 (??/??/92)  312.928  (m)         1026.66   (f) ADJ UNCH    2 0
 LZ0462
 LZ0462.Superseded values are not recommended for survey control.
 LZ0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0462.See file dsdata.txt to determine how the superseded data were derived.
 LZ0462
 LZ0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL664942(NAD 83)
 LZ0462_MARKER: DB = BENCH MARK DISK
 LZ0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0462_STAMPING: F 69 1935
 LZ0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0462+STABILITY: SURFACE MOTION
 LZ0462
 LZ0462  HISTORY     - Date     Condition        Report By
 LZ0462  HISTORY     - 1935     MONUMENTED       CGS
 LZ0462
 LZ0462                          STATION DESCRIPTION
 LZ0462
 LZ0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0462'AT FORKSVILLE.
 LZ0462'AT FORKSVILLE, SULLIVAN COUNTY, ON STATE HIGHWAY 154, 150 FEET
 LZ0462'EAST OF THE COVERED BRIDGE OVER LOYALSOCK CREEK, 120 FEET EAST
 LZ0462'OF THE CENTER OF THE JUNCTION OF STATE HIGHWAY 129, 75 FEET SOUTH
 LZ0462'OF THE METHODIST CHURCH, 15 FEET EAST OF A 24-INCH
 LZ0462'SHAGBARK-HICKORY TREE, 8 FEET NORTH OF A PRIVATE ROAD, 4 FEET
 LZ0462'EAST OF THE CENTER LINE OF A FLAGSTONE WALK, AND ABOUT 1 FOOT
 LZ0462'HIGHER THAN THE GRADE.  A STANDARD DISK, STAMPED F 69 1935
 LZ0462'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 LZ0462'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0051 ***********************************************************************
 JV0051  DESIGNATION -  F 7
 JV0051  PID         -  JV0051
 JV0051  STATE/COUNTY-  PA/LANCASTER
 JV0051  USGS QUAD   -  CONOWINGO DAM (1995)
 JV0051
 JV0051                         *CURRENT SURVEY CONTROL
 JV0051  ___________________________________________________________________
 JV0051* NAD 83(1986)-  39 44 45.     (N)    076 13 34.     (W)     SCALED    
 JV0051* NAVD 88     -        37.197  (meters)     122.04   (feet)  ADJUSTED  
 JV0051  ___________________________________________________________________
 JV0051  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JV0051  DYNAMIC HT  -          37.179 (meters)     121.98  (feet)  COMP
 JV0051  MODELED GRAV-     980,128.8   (mgal)                       NAVD 88
 JV0051
 JV0051  VERT ORDER  -  FIRST     CLASS II
 JV0051
 JV0051.The horizontal coordinates were scaled from a topographic map and have
 JV0051.an estimated accuracy of +/- 6 seconds.
 JV0051
 JV0051.The orthometric height was determined by differential leveling
 JV0051.and adjusted by the National Geodetic Survey in June 1991..
 JV0051
 JV0051.The geoid height was determined by GEOID03.
 JV0051
 JV0051.The dynamic height is computed by dividing the NAVD 88
 JV0051.geopotential number by the normal gravity value computed on the
 JV0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0051.degrees latitude (g = 980.6199 gals.).
 JV0051
 JV0051.The modeled gravity was interpolated from observed gravity values.
 JV0051
 JV0051;                    North         East    Units  Estimated Accuracy
 JV0051;SPC PA S     -    46,930.      730,610.      MT  (+/- 180 meters Scaled)
 JV0051
 JV0051                          SUPERSEDED SURVEY CONTROL
 JV0051
 JV0051  NGVD 29 (??/??/??)   37.450  (m)          122.87   (f) ADJUSTED    1 2
 JV0051
 JV0051.Superseded values are not recommended for survey control.
 JV0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0051.See file dsdata.txt to determine how the superseded data were derived.
 JV0051
 JV0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK949002(NAD 83)
 JV0051_MARKER: DB = BENCH MARK DISK
 JV0051_SETTING: 66 = SET IN ROCK OUTCROP
 JV0051_SP_SET: ROCK CUT
 JV0051_STAMPING: F 7 1955
 JV0051_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV0051+STABILITY: POSITION/ELEVATION WELL
 JV0051
 JV0051  HISTORY     - Date     Condition        Report By
 JV0051  HISTORY     - 1955     MONUMENTED       CGS
 JV0051
 JV0051                          STATION DESCRIPTION
 JV0051
 JV0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JV0051'8.4 MI SE FROM HOLTWOOD.
 JV0051'ABOUT 8.35 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 JV0051'CROSSING OF POWER PLANT ROAD AT HOLTWOOD, ABOUT 0.65 MILE SOUTHEAST
 JV0051'OF STATION SITE AT PEACH BOTTOM, ABOUT 0.3 MILE SOUTH OF A ROAD
 JV0051'CROSSING, ABOUT 0.4 MILE SOUTH OF MILE POST 17, EAST AND ABOUT
 JV0051'AT RIGHT ANGLE ACROSS TRACK FROM A SUMMER CABIN AND LARGE ROCK, SET
 JV0051'VERTICALLY IN THE WEST FACE OF ROCK AT THE BOTTOM OF A 30-FOOT HIGH
 JV0051'ROCK CUT, 15 FEET EAST OF EAST RAIL, 57 1/2 FEET EAST AND AT
 JV0051'RIGHT ANGLE ACROSS TRACK FROM POWER POLE NO. 70604 245-2, 5 1/2
 JV0051'FEET EAST OF A TELEPHONE CABLE POLE, ABOUT 3 1/2 FEET ABOVE BOTTOM
 JV0051'OF DITCH AND ABOUT 1 1/2 FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0483 ***********************************************************************
 LZ0483  DESIGNATION -  F 70
 LZ0483  PID         -  LZ0483
 LZ0483  STATE/COUNTY-  PA/SULLIVAN
 LZ0483  USGS QUAD   -  HILLSGROVE (1995)
 LZ0483
 LZ0483                         *CURRENT SURVEY CONTROL
 LZ0483  ___________________________________________________________________
 LZ0483* NAD 83(1986)-  41 26 16.     (N)    076 42 41.     (W)     SCALED    
 LZ0483* NAVD 88     -       268.450  (meters)     880.74   (feet)  ADJUSTED  
 LZ0483  ___________________________________________________________________
 LZ0483  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 LZ0483  DYNAMIC HT  -         268.335 (meters)     880.36  (feet)  COMP
 LZ0483  MODELED GRAV-     980,187.5   (mgal)                       NAVD 88
 LZ0483
 LZ0483  VERT ORDER  -  SECOND    CLASS 0
 LZ0483
 LZ0483.The horizontal coordinates were scaled from a topographic map and have
 LZ0483.an estimated accuracy of +/- 6 seconds.
 LZ0483
 LZ0483.The orthometric height was determined by differential leveling
 LZ0483.and adjusted by the National Geodetic Survey in June 1991..
 LZ0483
 LZ0483.The geoid height was determined by GEOID03.
 LZ0483
 LZ0483.The dynamic height is computed by dividing the NAVD 88
 LZ0483.geopotential number by the normal gravity value computed on the
 LZ0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0483.degrees latitude (g = 980.6199 gals.).
 LZ0483
 LZ0483.The modeled gravity was interpolated from observed gravity values.
 LZ0483
 LZ0483;                    North         East    Units  Estimated Accuracy
 LZ0483;SPC PA N     -   141,680.      686,800.      MT  (+/- 180 meters Scaled)
 LZ0483
 LZ0483                          SUPERSEDED SURVEY CONTROL
 LZ0483
 LZ0483  NGVD 29 (??/??/92)  268.633  (m)          881.34   (f) ADJ UNCH    2 0
 LZ0483
 LZ0483.Superseded values are not recommended for survey control.
 LZ0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0483.See file dsdata.txt to determine how the superseded data were derived.
 LZ0483
 LZ0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL570887(NAD 83)
 LZ0483_MARKER: DB = BENCH MARK DISK
 LZ0483_SETTING: 66 = SET IN ROCK OUTCROP
 LZ0483_SP_SET: ROCK OUTCROP
 LZ0483_STAMPING: F 70 1935
 LZ0483_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ0483+STABILITY: POSITION/ELEVATION WELL
 LZ0483
 LZ0483  HISTORY     - Date     Condition        Report By
 LZ0483  HISTORY     - 1935     MONUMENTED       CGS
 LZ0483
 LZ0483                          STATION DESCRIPTION
 LZ0483
 LZ0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0483'AT HILLSGROVE.
 LZ0483'AT HILLSGROVE, SULLIVAN COUNTY, ON STATE HIGHWAY 129, 30 FEET
 LZ0483'NORTHWEST OF THE CENTER OF THE JUNCTION OF STATE HIGHWAY 87,
 LZ0483'60 FEET NORTH OF STATION 2/20+84 ON STATE HIGHWAY 87, 36 FEET
 LZ0483'NORTHWEST OF STATION 0+00 ON STATE HIGHWAY 129, ON THE CHARLES
 LZ0483'BOYLES PROPERTY, 21 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 LZ0483'FRAME HOUSE, IN THE TOP OF AN 8- BY 12-FOOT ROCK OUTCROP, AND
 LZ0483'ABOUT 1 FOOT HIGHER THAN THE GRADE.  A STANDARD DISK, STAMPED
 LZ0483'F 70 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1359 ***********************************************************************
 LZ1359  DESIGNATION -  F 73
 LZ1359  PID         -  LZ1359
 LZ1359  STATE/COUNTY-  PA/POTTER
 LZ1359  USGS QUAD   -  GALETON (1994)
 LZ1359
 LZ1359                         *CURRENT SURVEY CONTROL
 LZ1359  ___________________________________________________________________
 LZ1359* NAD 83(1986)-  41 41 29.     (N)    077 38 20.     (W)     SCALED    
 LZ1359* NAVD 88     -       487.444  (meters)    1599.22   (feet)  ADJUSTED  
 LZ1359  ___________________________________________________________________
 LZ1359  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 LZ1359  DYNAMIC HT  -         487.233 (meters)    1598.53  (feet)  COMP
 LZ1359  MODELED GRAV-     980,173.8   (mgal)                       NAVD 88
 LZ1359
 LZ1359  VERT ORDER  -  SECOND    CLASS 0
 LZ1359
 LZ1359.The horizontal coordinates were scaled from a topographic map and have
 LZ1359.an estimated accuracy of +/- 6 seconds.
 LZ1359
 LZ1359.The orthometric height was determined by differential leveling
 LZ1359.and adjusted by the National Geodetic Survey in June 1991..
 LZ1359
 LZ1359.The geoid height was determined by GEOID03.
 LZ1359
 LZ1359.The dynamic height is computed by dividing the NAVD 88
 LZ1359.geopotential number by the normal gravity value computed on the
 LZ1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1359.degrees latitude (g = 980.6199 gals.).
 LZ1359
 LZ1359.The modeled gravity was interpolated from observed gravity values.
 LZ1359
 LZ1359;                    North         East    Units  Estimated Accuracy
 LZ1359;SPC PA N     -   169,330.      609,250.      MT  (+/- 180 meters Scaled)
 LZ1359
 LZ1359                          SUPERSEDED SURVEY CONTROL
 LZ1359
 LZ1359  NGVD 29 (??/??/92)  487.574  (m)         1599.65   (f) ADJ UNCH    2 0
 LZ1359
 LZ1359.Superseded values are not recommended for survey control.
 LZ1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1359.See file dsdata.txt to determine how the superseded data were derived.
 LZ1359
 LZ1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM803188(NAD 83)
 LZ1359_MARKER: DB = BENCH MARK DISK
 LZ1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1359_STAMPING: F 73 1935
 LZ1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1359+STABILITY: SURFACE MOTION
 LZ1359
 LZ1359  HISTORY     - Date     Condition        Report By
 LZ1359  HISTORY     - 1935     MONUMENTED       CGS
 LZ1359
 LZ1359                          STATION DESCRIPTION
 LZ1359
 LZ1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ1359'3.2 MI S FROM GALETON.
 LZ1359'3.2 MILES SOUTH ALONG STATE HIGHWAY 144 FROM GALETON, AT HIGHWAY
 LZ1359'STATION 400+45, IN THE FRONT LAWN OF A 1-STORY WHITE WOODEN
 LZ1359'SCHOOLHOUSE, 62 FEET WEST OF THE SOUTHWEST CORNER OF THE SCHOOL,
 LZ1359'75 FEET EAST OF POLE 108, 50 FEET SOUTH OF A WIRE FENCE OF A
 LZ1359'LANE, BETWEEN TWO BIRD HOUSES PERCHED ON 12-FOOT POSTS, AND 1
 LZ1359'FOOT LOWER THAN THE ROADWAY.  SET IN THE TOP OF A CONCRETE
 LZ1359'POST SURROUNDED BY CRUSHED STONE AND PROJECTING 9 INCHES ABOVE
 LZ1359'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0961 ***********************************************************************
 MA0961  DESIGNATION -  F 75
 MA0961  PID         -  MA0961
 MA0961  STATE/COUNTY-  PA/CLARION
 MA0961  USGS QUAD   -  FRYBURG (1977)
 MA0961
 MA0961                         *CURRENT SURVEY CONTROL
 MA0961  ___________________________________________________________________
 MA0961* NAD 83(1986)-  41 15 08.     (N)    079 24 35.     (W)     SCALED    
 MA0961* NAVD 88     -       451.951  (meters)    1482.78   (feet)  ADJUSTED  
 MA0961  ___________________________________________________________________
 MA0961  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 MA0961  DYNAMIC HT  -         451.740 (meters)    1482.08  (feet)  COMP
 MA0961  MODELED GRAV-     980,141.9   (mgal)                       NAVD 88
 MA0961
 MA0961  VERT ORDER  -  SECOND    CLASS 0
 MA0961
 MA0961.The horizontal coordinates were scaled from a topographic map and have
 MA0961.an estimated accuracy of +/- 6 seconds.
 MA0961
 MA0961.The orthometric height was determined by differential leveling
 MA0961.and adjusted by the National Geodetic Survey in June 1991..
 MA0961
 MA0961.The geoid height was determined by GEOID03.
 MA0961
 MA0961.The dynamic height is computed by dividing the NAVD 88
 MA0961.geopotential number by the normal gravity value computed on the
 MA0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0961.degrees latitude (g = 980.6199 gals.).
 MA0961
 MA0961.The modeled gravity was interpolated from observed gravity values.
 MA0961
 MA0961;                    North         East    Units  Estimated Accuracy
 MA0961;SPC PA N     -   121,890.      460,910.      MT  (+/- 180 meters Scaled)
 MA0961
 MA0961                          SUPERSEDED SURVEY CONTROL
 MA0961
 MA0961  NGVD 29 (??/??/92)  452.105  (m)         1483.28   (f) ADJ UNCH    2 0
 MA0961
 MA0961.Superseded values are not recommended for survey control.
 MA0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0961.See file dsdata.txt to determine how the superseded data were derived.
 MA0961
 MA0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF332679(NAD 83)
 MA0961_MARKER: DB = BENCH MARK DISK
 MA0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0961_STAMPING: F 75 1935
 MA0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0961+STABILITY: SURFACE MOTION
 MA0961
 MA0961  HISTORY     - Date     Condition        Report By
 MA0961  HISTORY     - 1935     MONUMENTED       CGS
 MA0961  HISTORY     - 1965     MARK NOT FOUND   NGS
 MA0961
 MA0961                          STATION DESCRIPTION
 MA0961
 MA0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0961'1.4 MI E FROM CLARION JUNCTION.
 MA0961'ABOUT 1.4 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0961'FROM THE STATION AT CLARION JUNCTION, CLARION COUNTY, AT THE
 MA0961'PAINT MILLS SIDING, ABOUT 0.1 MILE NORTHEAST OF THE KATE BELL
 MA0961'RESIDENCE, ABOUT 90 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 MA0961'27 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 68, 18 FEET
 MA0961'NORTHWEST OF A 30-INCH OAK TREE, AND ABOUT 2 FEET LOWER THAN THE
 MA0961'TRACK.  A STANDARD DISK, STAMPED F 75 1935 AND SET IN THE TOP
 MA0961'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 MA0961
 MA0961                          STATION RECOVERY (1965)
 MA0961
 MA0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 MA0961'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0992 ***********************************************************************
 MA0992  DESIGNATION -  F 76
 MA0992  PID         -  MA0992
 MA0992  STATE/COUNTY-  PA/FOREST
 MA0992  USGS QUAD   -  MARIENVILLE EAST (1973)
 MA0992
 MA0992                         *CURRENT SURVEY CONTROL
 MA0992  ___________________________________________________________________
 MA0992* NAD 83(1986)-  41 28 10.     (N)    079 07 05.     (W)     SCALED    
 MA0992* NAVD 88     -       532.238  (meters)    1746.18   (feet)  ADJUSTED  
 MA0992  ___________________________________________________________________
 MA0992  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 MA0992  DYNAMIC HT  -         532.002 (meters)    1745.41  (feet)  COMP
 MA0992  MODELED GRAV-     980,162.4   (mgal)                       NAVD 88
 MA0992
 MA0992  VERT ORDER  -  SECOND    CLASS 0
 MA0992
 MA0992.The horizontal coordinates were scaled from a topographic map and have
 MA0992.an estimated accuracy of +/- 6 seconds.
 MA0992
 MA0992.The orthometric height was determined by differential leveling
 MA0992.and adjusted by the National Geodetic Survey in June 1991..
 MA0992
 MA0992.The geoid height was determined by GEOID03.
 MA0992
 MA0992.The dynamic height is computed by dividing the NAVD 88
 MA0992.geopotential number by the normal gravity value computed on the
 MA0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0992.degrees latitude (g = 980.6199 gals.).
 MA0992
 MA0992.The modeled gravity was interpolated from observed gravity values.
 MA0992
 MA0992;                    North         East    Units  Estimated Accuracy
 MA0992;SPC PA N     -   145,580.      485,730.      MT  (+/- 180 meters Scaled)
 MA0992
 MA0992                          SUPERSEDED SURVEY CONTROL
 MA0992
 MA0992  NGVD 29 (??/??/92)  532.371  (m)         1746.62   (f) ADJ UNCH    2 0
 MA0992
 MA0992.Superseded values are not recommended for survey control.
 MA0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0992.See file dsdata.txt to determine how the superseded data were derived.
 MA0992
 MA0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF571925(NAD 83)
 MA0992_MARKER: DB = BENCH MARK DISK
 MA0992_SETTING: 80 = SET IN A BOULDER
 MA0992_SP_SET: BOULDER
 MA0992_STAMPING: F 76 1935
 MA0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0992+STABILITY: SURFACE MOTION
 MA0992
 MA0992  HISTORY     - Date     Condition        Report By
 MA0992  HISTORY     - 1935     MONUMENTED       CGS
 MA0992  HISTORY     - 1970     GOOD             NGS
 MA0992
 MA0992                          STATION DESCRIPTION
 MA0992
 MA0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MA0992'0.3 MI E FROM MARIENVILLE.
 MA0992'IT IS 21 RAILS EAST OF A RAILROAD CROSSING, 67 FEET NORTHEAST
 MA0992'OF POLE 121+22, 140 FEET NORTH OF THE CENTERLINE OF A MACADAM
 MA0992'ROAD, 72 FEET NORTHEAST OF NORTHEAST CORNER OF A FRAME HOUSE, 8
 MA0992'FEET NORTH OF THE NORTH RAIL OF THE B AND O RR, AND ABOUT LEVEL WITH
 MA0992'THE TRACKS.  IT IS SET IN THE CENTER OF THE TOP OF A 5 BY 7
 MA0992'FOOT BOULDER AND ABOUT 1 FOOT ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0751 ***********************************************************************
 MA0751  DESIGNATION -  F 77
 MA0751  PID         -  MA0751
 MA0751  STATE/COUNTY-  PA/ELK
 MA0751  USGS QUAD   -  JAMES CITY (1966)
 MA0751
 MA0751                         *CURRENT SURVEY CONTROL
 MA0751  ___________________________________________________________________
 MA0751* NAD 83(1986)-  41 35 23.     (N)    078 49 41.     (W)     SCALED    
 MA0751* NAVD 88     -       609.924  (meters)    2001.06   (feet)  ADJUSTED  
 MA0751  ___________________________________________________________________
 MA0751  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 MA0751  DYNAMIC HT  -         609.655 (meters)    2000.18  (feet)  COMP
 MA0751  MODELED GRAV-     980,161.3   (mgal)                       NAVD 88
 MA0751
 MA0751  VERT ORDER  -  SECOND    CLASS 0
 MA0751
 MA0751.The horizontal coordinates were scaled from a topographic map and have
 MA0751.an estimated accuracy of +/- 6 seconds.
 MA0751
 MA0751.The orthometric height was determined by differential leveling
 MA0751.and adjusted by the National Geodetic Survey in June 1991..
 MA0751
 MA0751.The geoid height was determined by GEOID03.
 MA0751
 MA0751.The dynamic height is computed by dividing the NAVD 88
 MA0751.geopotential number by the normal gravity value computed on the
 MA0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0751.degrees latitude (g = 980.6199 gals.).
 MA0751
 MA0751.The modeled gravity was interpolated from observed gravity values.
 MA0751
 MA0751;                    North         East    Units  Estimated Accuracy
 MA0751;SPC PA N     -   158,600.      510,120.      MT  (+/- 180 meters Scaled)
 MA0751
 MA0751                          SUPERSEDED SURVEY CONTROL
 MA0751
 MA0751  NGVD 29 (??/??/92)  610.036  (m)         2001.43   (f) ADJ UNCH    2 0
 MA0751
 MA0751.Superseded values are not recommended for survey control.
 MA0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0751.See file dsdata.txt to determine how the superseded data were derived.
 MA0751
 MA0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG810065(NAD 83)
 MA0751_MARKER: DB = BENCH MARK DISK
 MA0751_SETTING: 66 = SET IN ROCK OUTCROP
 MA0751_SP_SET: ROCK OUTCROP
 MA0751_STAMPING: F 77 1935
 MA0751_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA0751+STABILITY: POSITION/ELEVATION WELL
 MA0751
 MA0751  HISTORY     - Date     Condition        Report By
 MA0751  HISTORY     - 1935     MONUMENTED       CGS
 MA0751  HISTORY     - 20040806 GOOD             USPSQD
 MA0751
 MA0751                          STATION DESCRIPTION
 MA0751
 MA0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0751'0.7 MI E FROM CARLSON.
 MA0751'ABOUT 0.7 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MA0751'THE STATION AT CARLSON, ELK COUNTY, ABOUT 69 FEET NORTHWEST OF
 MA0751'POLE 145+32, ABOUT 93 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 MA0751'THE JOHN JOHNSON WOODEN BARN, 45 FEET NORTH OF THE NORTH RAIL,
 MA0751'30 FEET WEST OF A FENCE, 5 FEET NORTHEAST OF THE SOUTHWEST CORNER
 MA0751'OF AN ASH TREE GROVE, IN THE TOP OF AN 18- BY 20-FOOT SANDSTONE
 MA0751'OUTCROP, ABOUT 3-1/2 FEET ABOVE GROUND, AND ABOUT 1-1/2 FEET
 MA0751'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED F 77 1935.
 MA0751
 MA0751                          STATION RECOVERY (2004)
 MA0751
 MA0751'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0784 ***********************************************************************
 MA0784  DESIGNATION -  F 78
 MA0784  PID         -  MA0784
 MA0784  STATE/COUNTY-  PA/FOREST
 MA0784  USGS QUAD   -  RUSSELL CITY (1983)
 MA0784
 MA0784                         *CURRENT SURVEY CONTROL
 MA0784  ___________________________________________________________________
 MA0784* NAD 83(1986)-  41 37 12.     (N)    078 58 48.     (W)     SCALED    
 MA0784* NAVD 88     -       427.235  (meters)    1401.69   (feet)  ADJUSTED  
 MA0784  ___________________________________________________________________
 MA0784  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 MA0784  DYNAMIC HT  -         427.051 (meters)    1401.08  (feet)  COMP
 MA0784  MODELED GRAV-     980,178.3   (mgal)                       NAVD 88
 MA0784
 MA0784  VERT ORDER  -  SECOND    CLASS 0
 MA0784
 MA0784.The horizontal coordinates were scaled from a topographic map and have
 MA0784.an estimated accuracy of +/- 6 seconds.
 MA0784
 MA0784.The orthometric height was determined by differential leveling
 MA0784.and adjusted by the National Geodetic Survey in June 1991..
 MA0784
 MA0784.The geoid height was determined by GEOID03.
 MA0784
 MA0784.The dynamic height is computed by dividing the NAVD 88
 MA0784.geopotential number by the normal gravity value computed on the
 MA0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0784.degrees latitude (g = 980.6199 gals.).
 MA0784
 MA0784.The modeled gravity was interpolated from observed gravity values.
 MA0784
 MA0784;                    North         East    Units  Estimated Accuracy
 MA0784;SPC PA N     -   162,130.      497,500.      MT  (+/- 180 meters Scaled)
 MA0784
 MA0784                          SUPERSEDED SURVEY CONTROL
 MA0784
 MA0784  NGVD 29 (??/??/92)  427.367  (m)         1402.12   (f) ADJ UNCH    2 0
 MA0784
 MA0784.Superseded values are not recommended for survey control.
 MA0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0784.See file dsdata.txt to determine how the superseded data were derived.
 MA0784
 MA0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG682095(NAD 83)
 MA0784_MARKER: DR = REFERENCE MARK DISK
 MA0784_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0784_SP_SET: BRIDGE SEAT
 MA0784_STAMPING: F 78 1935
 MA0784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0784
 MA0784  HISTORY     - Date     Condition        Report By
 MA0784  HISTORY     - 1935     MONUMENTED       CGS
 MA0784  HISTORY     - 1936     GOOD             NGS
 MA0784  HISTORY     - 20040817 MARK NOT FOUND   USPSQD
 MA0784
 MA0784                          STATION DESCRIPTION
 MA0784
 MA0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0784'AT BROOKSTON.
 MA0784'AT BROOKSTON, FOREST COUNTY, ON THE TIONESTA VALLEY RAILWAY, ABOUT
 MA0784'0.2 MILE NORTH OF THE POST OFFICE, IN THE TOP OF THE EAST SIDE
 MA0784'OF A SOUTH BRIDGE SEAT, 6 FEET EAST OF THE CENTER LINE OF THE
 MA0784'TRACK, AND ABOUT 6 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 MA0784'STAMPED F 78 1935.
 MA0784
 MA0784                          STATION RECOVERY (1936)
 MA0784
 MA0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 MA0784'RECOVERED IN GOOD CONDITION.
 MA0784
 MA0784                          STATION RECOVERY (2004)
 MA0784
 MA0784'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0784'RAILROAD AND RAILROAD BRIDGE WERE ABANDONED AND REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1131 ***********************************************************************
 LZ1131  DESIGNATION -  F 79
 LZ1131  PID         -  LZ1131
 LZ1131  STATE/COUNTY-  PA/LYCOMING
 LZ1131  USGS QUAD   -  LINDEN (1973)
 LZ1131
 LZ1131                         *CURRENT SURVEY CONTROL
 LZ1131  ___________________________________________________________________
 LZ1131* NAD 83(1986)-  41 14 25.     (N)    077 13 02.     (W)     SCALED    
 LZ1131* NAVD 88     -       171.453  (meters)     562.51   (feet)  ADJUSTED  
 LZ1131  ___________________________________________________________________
 LZ1131  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 LZ1131  DYNAMIC HT  -         171.377 (meters)     562.26  (feet)  COMP
 LZ1131  MODELED GRAV-     980,178.7   (mgal)                       NAVD 88
 LZ1131
 LZ1131  VERT ORDER  -  SECOND    CLASS 0
 LZ1131
 LZ1131.The horizontal coordinates were scaled from a topographic map and have
 LZ1131.an estimated accuracy of +/- 6 seconds.
 LZ1131
 LZ1131.The orthometric height was determined by differential leveling
 LZ1131.and adjusted by the National Geodetic Survey in June 1991..
 LZ1131
 LZ1131.The geoid height was determined by GEOID03.
 LZ1131
 LZ1131.The dynamic height is computed by dividing the NAVD 88
 LZ1131.geopotential number by the normal gravity value computed on the
 LZ1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1131.degrees latitude (g = 980.6199 gals.).
 LZ1131
 LZ1131.The modeled gravity was interpolated from observed gravity values.
 LZ1131
 LZ1131;                    North         East    Units  Estimated Accuracy
 LZ1131;SPC PA N     -   119,370.      644,660.      MT  (+/- 180 meters Scaled)
 LZ1131
 LZ1131                          SUPERSEDED SURVEY CONTROL
 LZ1131
 LZ1131  NGVD 29 (??/??/92)  171.660  (m)          563.19   (f) ADJ UNCH    2 0
 LZ1131
 LZ1131.Superseded values are not recommended for survey control.
 LZ1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1131.See file dsdata.txt to determine how the superseded data were derived.
 LZ1131
 LZ1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL142678(NAD 83)
 LZ1131_MARKER: DB = BENCH MARK DISK
 LZ1131_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1131_SP_SET: BRIDGE
 LZ1131_STAMPING: F 79 1935
 LZ1131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1131
 LZ1131  HISTORY     - Date     Condition        Report By
 LZ1131  HISTORY     - 1935     MONUMENTED       CGS
 LZ1131  HISTORY     - 1941     GOOD             NGS
 LZ1131
 LZ1131                          STATION DESCRIPTION
 LZ1131
 LZ1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ1131'AT LARRYVILLE.
 LZ1131'AT LARRYVILLE, LYCOMING COUNTY, ON STATE HIGHWAY 84, AT HIGHWAY
 LZ1131'STATION 88+67, AT A 20-FOOT CONCRETE-SLAB BRIDGE OVER A CANAL
 LZ1131'TO A MILL, IN THE TOP OF THE SOUTHWEST WING WALL, 18 FEET WEST
 LZ1131'OF THE CENTER LINE OF THE HIGHWAY, 12 FEET NORTH OF THE CENTER
 LZ1131'LINE OF A DIRT DRIVEWAY, 2 FEET WEST OF THE SOUTHEAST CORNER, AND
 LZ1131'ABOUT 1 FOOT ABOVE THE ROADWAY.  A STANDARD DISK, STAMPED F 79
 LZ1131'1935.
 LZ1131
 LZ1131                          STATION RECOVERY (1941)
 LZ1131
 LZ1131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LZ1131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0815 ***********************************************************************
 LZ0815  DESIGNATION -  F 80
 LZ0815  PID         -  LZ0815
 LZ0815  STATE/COUNTY-  PA/TIOGA
 LZ0815  USGS QUAD   -  LIBERTY (1986)
 LZ0815
 LZ0815                         *CURRENT SURVEY CONTROL
 LZ0815  ___________________________________________________________________
 LZ0815* NAD 83(1986)-  41 33 11.     (N)    077 06 36.     (W)     SCALED    
 LZ0815* NAVD 88     -       461.879  (meters)    1515.35   (feet)  ADJUSTED  
 LZ0815  ___________________________________________________________________
 LZ0815  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 LZ0815  DYNAMIC HT  -         461.668 (meters)    1514.66  (feet)  COMP
 LZ0815  MODELED GRAV-     980,153.0   (mgal)                       NAVD 88
 LZ0815
 LZ0815  VERT ORDER  -  SECOND    CLASS 0
 LZ0815
 LZ0815.The horizontal coordinates were scaled from a topographic map and have
 LZ0815.an estimated accuracy of +/- 6 seconds.
 LZ0815
 LZ0815.The orthometric height was determined by differential leveling
 LZ0815.and adjusted by the National Geodetic Survey in June 1991..
 LZ0815
 LZ0815.The geoid height was determined by GEOID03.
 LZ0815
 LZ0815.The dynamic height is computed by dividing the NAVD 88
 LZ0815.geopotential number by the normal gravity value computed on the
 LZ0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0815.degrees latitude (g = 980.6199 gals.).
 LZ0815
 LZ0815.The modeled gravity was interpolated from observed gravity values.
 LZ0815
 LZ0815;                    North         East    Units  Estimated Accuracy
 LZ0815;SPC PA N     -   154,160.      653,390.      MT  (+/- 180 meters Scaled)
 LZ0815
 LZ0815                          SUPERSEDED SURVEY CONTROL
 LZ0815
 LZ0815  NGVD 29 (??/??/92)  462.052  (m)         1515.92   (f) ADJ UNCH    2 0
 LZ0815
 LZ0815.Superseded values are not recommended for survey control.
 LZ0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0815.See file dsdata.txt to determine how the superseded data were derived.
 LZ0815
 LZ0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM240023(NAD 83)
 LZ0815_MARKER: DB = BENCH MARK DISK
 LZ0815_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0815_SP_SET: BRIDGE
 LZ0815_STAMPING: F 80 1935
 LZ0815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0815
 LZ0815  HISTORY     - Date     Condition        Report By
 LZ0815  HISTORY     - 1935     MONUMENTED       CGS
 LZ0815  HISTORY     - 1968     GOOD             NGS
 LZ0815
 LZ0815                          STATION DESCRIPTION
 LZ0815
 LZ0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0815'0.5 MI S FROM LIBERTY.
 LZ0815'0.5 MILE SOUTH ALONG U.S. HIGHWAY 15 FROM LIBERTY, TIOGA COUNTY,
 LZ0815'AT STATION 26+35, AT A 45-FOOT CONCRETE BRIDGE OVER BLOCKHOUSE
 LZ0815'CREEK, IN THE TOP OF THE NORTHWEST CONCRETE WING WALL, 15 FEET WEST
 LZ0815'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 LZ0815'GROUND.  A STANDARD DISK, STAMPED F 80 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0570 ***********************************************************************
 LZ0570  DESIGNATION -  F 81
 LZ0570  PID         -  LZ0570
 LZ0570  STATE/COUNTY-  PA/BRADFORD
 LZ0570  USGS QUAD   -  EAST TROY (1969)
 LZ0570
 LZ0570                         *CURRENT SURVEY CONTROL
 LZ0570  ___________________________________________________________________
 LZ0570* NAD 83(1986)-  41 45 52.     (N)    076 39 39.     (W)     SCALED    
 LZ0570* NAVD 88     -       318.781  (meters)    1045.87   (feet)  ADJUSTED  
 LZ0570  ___________________________________________________________________
 LZ0570  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 LZ0570  DYNAMIC HT  -         318.652 (meters)    1045.44  (feet)  COMP
 LZ0570  MODELED GRAV-     980,209.6   (mgal)                       NAVD 88
 LZ0570
 LZ0570  VERT ORDER  -  SECOND    CLASS 0
 LZ0570
 LZ0570.The horizontal coordinates were scaled from a topographic map and have
 LZ0570.an estimated accuracy of +/- 6 seconds.
 LZ0570
 LZ0570.The orthometric height was determined by differential leveling
 LZ0570.and adjusted by the National Geodetic Survey in June 1991..
 LZ0570
 LZ0570.The geoid height was determined by GEOID03.
 LZ0570
 LZ0570.The dynamic height is computed by dividing the NAVD 88
 LZ0570.geopotential number by the normal gravity value computed on the
 LZ0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0570.degrees latitude (g = 980.6199 gals.).
 LZ0570
 LZ0570.The modeled gravity was interpolated from observed gravity values.
 LZ0570
 LZ0570;                    North         East    Units  Estimated Accuracy
 LZ0570;SPC PA N     -   178,010.      690,570.      MT  (+/- 180 meters Scaled)
 LZ0570
 LZ0570                          SUPERSEDED SURVEY CONTROL
 LZ0570
 LZ0570  NGVD 29 (??/??/92)  318.955  (m)         1046.44   (f) ADJ UNCH    2 0
 LZ0570
 LZ0570.Superseded values are not recommended for survey control.
 LZ0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0570.See file dsdata.txt to determine how the superseded data were derived.
 LZ0570
 LZ0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM619249(NAD 83)
 LZ0570_MARKER: DB = BENCH MARK DISK
 LZ0570_SETTING: 66 = SET IN ROCK OUTCROP
 LZ0570_SP_SET: ROCK OUTCROP
 LZ0570_STAMPING: F 81 1935
 LZ0570_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ0570+STABILITY: POSITION/ELEVATION WELL
 LZ0570
 LZ0570  HISTORY     - Date     Condition        Report By
 LZ0570  HISTORY     - 1935     MONUMENTED       CGS
 LZ0570
 LZ0570                          STATION DESCRIPTION
 LZ0570
 LZ0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0570'0.8 MI E FROM WEST BURLINGTON.
 LZ0570'0.8 MILE EAST ALONG U.S. HIGHWAY 6 FROM A SCHOOL AT WEST
 LZ0570'BURLINGTON, BRADFORD COUNTY, AT STATION 6/89+00, ABOUT 54 FEET
 LZ0570'WEST OF POLE 240, 36 FEET NORTH OF THE CENTER LINE OF THE
 LZ0570'HIGHWAY, 35 FEET EAST OF THE NORTH CONCRETE HEAD WALL OF A PIPE
 LZ0570'CULVERT, 8 FEET NORTH OF A WIRE FENCE, IN THE TOP OF A ROCK
 LZ0570'OUTCROP, ABOUT 10 FEET HIGHER THAN THE ROADWAY, AND ABOUT LEVEL
 LZ0570'WITH THE GROUND.  A STANDARD DISK, STAMPED F 81 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0603 ***********************************************************************
 LZ0603  DESIGNATION -  F 82
 LZ0603  PID         -  LZ0603
 LZ0603  STATE/COUNTY-  PA/BRADFORD
 LZ0603  USGS QUAD   -  LEROY (1983)
 LZ0603
 LZ0603                         *CURRENT SURVEY CONTROL
 LZ0603  ___________________________________________________________________
 LZ0603* NAD 83(1986)-  41 38 23.     (N)    076 40 30.     (W)     SCALED    
 LZ0603* NAVD 88     -       536.498  (meters)    1760.16   (feet)  ADJUSTED  
 LZ0603  ___________________________________________________________________
 LZ0603  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 LZ0603  DYNAMIC HT  -         536.258 (meters)    1759.37  (feet)  COMP
 LZ0603  MODELED GRAV-     980,158.6   (mgal)                       NAVD 88
 LZ0603
 LZ0603  VERT ORDER  -  SECOND    CLASS 0
 LZ0603
 LZ0603.The horizontal coordinates were scaled from a topographic map and have
 LZ0603.an estimated accuracy of +/- 6 seconds.
 LZ0603
 LZ0603.The orthometric height was determined by differential leveling
 LZ0603.and adjusted by the National Geodetic Survey in June 1991..
 LZ0603
 LZ0603.The geoid height was determined by GEOID03.
 LZ0603
 LZ0603.The dynamic height is computed by dividing the NAVD 88
 LZ0603.geopotential number by the normal gravity value computed on the
 LZ0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0603.degrees latitude (g = 980.6199 gals.).
 LZ0603
 LZ0603.The modeled gravity was interpolated from observed gravity values.
 LZ0603
 LZ0603;                    North         East    Units  Estimated Accuracy
 LZ0603;SPC PA N     -   164,150.      689,560.      MT  (+/- 180 meters Scaled)
 LZ0603
 LZ0603                          SUPERSEDED SURVEY CONTROL
 LZ0603
 LZ0603  NGVD 29 (??/??/92)  536.679  (m)         1760.75   (f) ADJ UNCH    2 0
 LZ0603
 LZ0603.Superseded values are not recommended for survey control.
 LZ0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0603.See file dsdata.txt to determine how the superseded data were derived.
 LZ0603
 LZ0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM604111(NAD 83)
 LZ0603_MARKER: DB = BENCH MARK DISK
 LZ0603_SETTING: 80 = SET IN A BOULDER
 LZ0603_SP_SET: BOULDER
 LZ0603_STAMPING: F 82 1935
 LZ0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0603+STABILITY: SURFACE MOTION
 LZ0603
 LZ0603  HISTORY     - Date     Condition        Report By
 LZ0603  HISTORY     - 1935     MONUMENTED       CGS
 LZ0603
 LZ0603                          STATION DESCRIPTION
 LZ0603
 LZ0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0603'2.4 MI NW FROM LAQUIN.
 LZ0603'2.4 MILES NORTHWEST ALONG TRUCK TRAIL 1 FROM THE SUSQUEHANNA
 LZ0603'AND NEW YORK RAILROAD STATION AT LAQUIN, BRADFORD COUNTY, ABOUT
 LZ0603'153 YARDS SOUTHWEST OF FIREBREAK 4 B ON UPPER HORSESHOE CURVE, 27
 LZ0603'FEET WEST OF THE CENTER LINE OF THE TRAIL, AT A 7- BY 7-FOOT
 LZ0603'BOULDER AT THE LOWER ONE OF TWO HORSESHOE CURVES, IN THE TOP OF
 LZ0603'THE SOUTH POINT, ABOUT 4-1/2 FEET HIGHER THAN THE ROADWAY, AND
 LZ0603'ABOUT 5 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED F 82 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1203 ***********************************************************************
 MA1203  DESIGNATION -  F 85
 MA1203  PID         -  MA1203
 MA1203  STATE/COUNTY-  PA/MERCER
 MA1203  USGS QUAD   -  UTICA (1977)
 MA1203
 MA1203                         *CURRENT SURVEY CONTROL
 MA1203  ___________________________________________________________________
 MA1203* NAD 83(1986)-  41 27 02.     (N)    079 58 11.     (W)     SCALED    
 MA1203* NAVD 88     -       315.819  (meters)    1036.15   (feet)  ADJUSTED  
 MA1203  ___________________________________________________________________
 MA1203  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 MA1203  DYNAMIC HT  -         315.685 (meters)    1035.71  (feet)  COMP
 MA1203  MODELED GRAV-     980,188.2   (mgal)                       NAVD 88
 MA1203
 MA1203  VERT ORDER  -  SECOND    CLASS 0
 MA1203
 MA1203.The horizontal coordinates were scaled from a topographic map and have
 MA1203.an estimated accuracy of +/- 6 seconds.
 MA1203
 MA1203.The orthometric height was determined by differential leveling
 MA1203.and adjusted by the National Geodetic Survey in June 1991..
 MA1203
 MA1203.The geoid height was determined by GEOID03.
 MA1203
 MA1203.The dynamic height is computed by dividing the NAVD 88
 MA1203.geopotential number by the normal gravity value computed on the
 MA1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1203.degrees latitude (g = 980.6199 gals.).
 MA1203
 MA1203.The modeled gravity was interpolated from observed gravity values.
 MA1203
 MA1203;                    North         East    Units  Estimated Accuracy
 MA1203;SPC PA N     -   144,960.      414,550.      MT  (+/- 180 meters Scaled)
 MA1203
 MA1203                          SUPERSEDED SURVEY CONTROL
 MA1203
 MA1203  NGVD 29 (??/??/92)  316.002  (m)         1036.75   (f) ADJ UNCH    2 0
 MA1203
 MA1203.Superseded values are not recommended for survey control.
 MA1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1203.See file dsdata.txt to determine how the superseded data were derived.
 MA1203
 MA1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF860892(NAD 83)
 MA1203_MARKER: DB = BENCH MARK DISK
 MA1203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1203_SP_SET: CULVERT
 MA1203_STAMPING: F 85 1935
 MA1203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1203
 MA1203  HISTORY     - Date     Condition        Report By
 MA1203  HISTORY     - 1935     MONUMENTED       CGS
 MA1203  HISTORY     - 1967     GOOD             NGS
 MA1203
 MA1203                          STATION DESCRIPTION
 MA1203
 MA1203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1203'3.1 MI S FROM CARLTON.
 MA1203'IN VENANGO COUNTY, 3.1 MILES SOUTH ALONG THE ERIE RAILROAD FROM
 MA1203'THE STATION AT CARLTON, MERCER COUNTY, 0.7 MILE SOUTH OF MILEPOST
 MA1203'14, AT A 10-FOOT MASONRY ARCH CULVERT, IN THE TOP OF THE
 MA1203'SOUTHEAST WING WALL, 19 FEET EAST OF THE EAST RAIL, AND ABOUT
 MA1203'9 FEET BELOW THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED F
 MA1203'85 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1557 ***********************************************************************
 MA1557  DESIGNATION -  F 86
 MA1557  PID         -  MA1557
 MA1557  STATE/COUNTY-  PA/CRAWFORD
 MA1557  USGS QUAD   -  CENTERVILLE (1977)
 MA1557
 MA1557                         *CURRENT SURVEY CONTROL
 MA1557  ___________________________________________________________________
 MA1557* NAD 83(1986)-  41 40 53.     (N)    079 45 21.     (W)     SCALED    
 MA1557* NAVD 88     -       388.038  (meters)    1273.09   (feet)  ADJUSTED  
 MA1557  ___________________________________________________________________
 MA1557  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 MA1557  DYNAMIC HT  -         387.871 (meters)    1272.54  (feet)  COMP
 MA1557  MODELED GRAV-     980,182.4   (mgal)                       NAVD 88
 MA1557
 MA1557  VERT ORDER  -  SECOND    CLASS 0
 MA1557
 MA1557.The horizontal coordinates were scaled from a topographic map and have
 MA1557.an estimated accuracy of +/- 6 seconds.
 MA1557
 MA1557.The orthometric height was determined by differential leveling
 MA1557.and adjusted by the National Geodetic Survey in June 1991..
 MA1557
 MA1557.The geoid height was determined by GEOID03.
 MA1557
 MA1557.The dynamic height is computed by dividing the NAVD 88
 MA1557.geopotential number by the normal gravity value computed on the
 MA1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1557.degrees latitude (g = 980.6199 gals.).
 MA1557
 MA1557.The modeled gravity was interpolated from observed gravity values.
 MA1557
 MA1557;                    North         East    Units  Estimated Accuracy
 MA1557;SPC PA N     -   170,150.      433,010.      MT  (+/- 180 meters Scaled)
 MA1557
 MA1557                          SUPERSEDED SURVEY CONTROL
 MA1557
 MA1557  NGVD 29 (??/??/92)  388.196  (m)         1273.61   (f) ADJ UNCH    2 0
 MA1557
 MA1557.Superseded values are not recommended for survey control.
 MA1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1557.See file dsdata.txt to determine how the superseded data were derived.
 MA1557
 MA1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG035151(NAD 83)
 MA1557_MARKER: DB = BENCH MARK DISK
 MA1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1557_STAMPING: F 86 1935
 MA1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1557+STABILITY: SURFACE MOTION
 MA1557
 MA1557  HISTORY     - Date     Condition        Report By
 MA1557  HISTORY     - 1935     MONUMENTED       CGS
 MA1557  HISTORY     - 20001120 MARK NOT FOUND   PADT
 MA1557
 MA1557                          STATION DESCRIPTION
 MA1557
 MA1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA1557'2.4 MI S FROM TRYONVILLE.
 MA1557'2.4 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA1557'AT TRYONVILLE, CRAWFORD COUNTY, 38 FEET EAST OF THE CENTER OF
 MA1557'A DIRT-ROAD CROSSING KNOWN AS GRAYS CROSSING, 36 FEET EAST OF
 MA1557'THE EAST RAIL, ABOUT 57 FEET EAST OF A POLE, 33 FEET WEST OF A
 MA1557'WIRE FENCE, 28 FEET SOUTH OF THE CENTER OF THE JUNCTION OF A
 MA1557'DIRT ROAD, 22 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD,
 MA1557'AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 MA1557'STAMPED F 86 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MA1557'ABOUT 5 INCHES ABOVE GROUND.
 MA1557
 MA1557                          STATION RECOVERY (2000)
 MA1557
 MA1557'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (JAW)
 MA1557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1455 ***********************************************************************
 MA1455  DESIGNATION -  F 87
 MA1455  PID         -  MA1455
 MA1455  STATE/COUNTY-  PA/VENANGO
 MA1455  USGS QUAD   -  OIL CITY (1977)
 MA1455
 MA1455                         *CURRENT SURVEY CONTROL
 MA1455  ___________________________________________________________________
 MA1455* NAD 83(1986)-  41 25 40.     (N)    079 42 28.     (W)     SCALED    
 MA1455* NAVD 88     -       312.351  (meters)    1024.77   (feet)  ADJUSTED  
 MA1455  ___________________________________________________________________
 MA1455  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 MA1455  DYNAMIC HT  -         312.217 (meters)    1024.33  (feet)  COMP
 MA1455  MODELED GRAV-     980,184.5   (mgal)                       NAVD 88
 MA1455
 MA1455  VERT ORDER  -  SECOND    CLASS 0
 MA1455
 MA1455.The horizontal coordinates were scaled from a topographic map and have
 MA1455.an estimated accuracy of +/- 6 seconds.
 MA1455
 MA1455.The orthometric height was determined by differential leveling
 MA1455.and adjusted by the National Geodetic Survey in June 1991..
 MA1455
 MA1455.The geoid height was determined by GEOID03.
 MA1455
 MA1455.The dynamic height is computed by dividing the NAVD 88
 MA1455.geopotential number by the normal gravity value computed on the
 MA1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1455.degrees latitude (g = 980.6199 gals.).
 MA1455
 MA1455.The modeled gravity was interpolated from observed gravity values.
 MA1455
 MA1455;                    North         East    Units  Estimated Accuracy
 MA1455;SPC PA N     -   141,900.      436,370.      MT  (+/- 180 meters Scaled)
 MA1455
 MA1455                          SUPERSEDED SURVEY CONTROL
 MA1455
 MA1455  NGVD 29 (??/??/92)  312.533  (m)         1025.37   (f) ADJ UNCH    2 0
 MA1455
 MA1455.Superseded values are not recommended for survey control.
 MA1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1455.See file dsdata.txt to determine how the superseded data were derived.
 MA1455
 MA1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF079870(NAD 83)
 MA1455_MARKER: DB = BENCH MARK DISK
 MA1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1455_STAMPING: F 87 1935
 MA1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1455+STABILITY: SURFACE MOTION
 MA1455
 MA1455  HISTORY     - Date     Condition        Report By
 MA1455  HISTORY     - 1935     MONUMENTED       CGS
 MA1455
 MA1455                          STATION DESCRIPTION
 MA1455
 MA1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA1455'AT OIL CITY.
 MA1455'AT OIL CITY, VENANGO COUNTY, AT THE SOUTH PART OF TOWN, ON
 MA1455'STATE HIGHWAY 257, AT THE JUNCTION WITH U.S. HIGHWAY 62, 80.5
 MA1455'FEET SOUTH OF THE SOUTHWEST CORNER OF THE FIRE STATION, 72.2
 MA1455'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE PORCH OF FIREHOUSE
 MA1455'NO. 2, 57.6 FEET WEST OF THE NORTHWEST CORNER OF A HOUSE AT THE
 MA1455'SOUTHEAST CORNER OF THE CROSSING, 57.2 FEET NORTHWEST OF THE
 MA1455'NORTHWEST CORNER OF THE HOUSE AT 105 WILSON AVENUE, 54.3 FEET
 MA1455'NORTHEAST OF THE SOUTHEAST CORNER OF THE PORCH OF THE HOUSE AT
 MA1455'116 E. SECOND STREET, 55.7 FEET SOUTH OF THE CENTER LINE OF E.
 MA1455'SECOND STREET, 23.0 FEET WEST OF THE CENTER LINE OF THE EAST
 MA1455'LANE OF WILSON AVENUE, 18.5 FEET EAST OF THE CENTER LINE OF
 MA1455'THE WEST LANE OF WILSON AVENUE, IN A TRIANGULAR GRASS PLOT, ABOUT
 MA1455'2 FEET UNDER GROUND, AND ABOUT 1 FOOT LOWER THAN THE ROADWAY.  A
 MA1455'STANDARD DISK, STAMPED F 87 1935 AND SET IN THE TOP OF A CONCRETE
 MA1455'POST SURROUNDED BY AN 8-INCH TILE PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0820 ***********************************************************************
 MA0820  DESIGNATION -  F 88
 MA0820  PID         -  MA0820
 MA0820  STATE/COUNTY-  PA/FOREST
 MA0820  USGS QUAD   -  WEST HICKORY (1981)
 MA0820
 MA0820                         *CURRENT SURVEY CONTROL
 MA0820  ___________________________________________________________________
 MA0820* NAD 83(1986)-  41 32 14.     (N)    079 26 23.     (W)     SCALED    
 MA0820* NAVD 88     -       324.283  (meters)    1063.92   (feet)  ADJUSTED  
 MA0820  ___________________________________________________________________
 MA0820  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MA0820  DYNAMIC HT  -         324.143 (meters)    1063.46  (feet)  COMP
 MA0820  MODELED GRAV-     980,183.1   (mgal)                       NAVD 88
 MA0820
 MA0820  VERT ORDER  -  SECOND    CLASS 0
 MA0820
 MA0820.The horizontal coordinates were scaled from a topographic map and have
 MA0820.an estimated accuracy of +/- 6 seconds.
 MA0820
 MA0820.The orthometric height was determined by differential leveling
 MA0820.and adjusted by the National Geodetic Survey in June 1991..
 MA0820
 MA0820.The geoid height was determined by GEOID03.
 MA0820
 MA0820.The dynamic height is computed by dividing the NAVD 88
 MA0820.geopotential number by the normal gravity value computed on the
 MA0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0820.degrees latitude (g = 980.6199 gals.).
 MA0820
 MA0820.The modeled gravity was interpolated from observed gravity values.
 MA0820
 MA0820;                    North         East    Units  Estimated Accuracy
 MA0820;SPC PA N     -   153,580.      459,010.      MT  (+/- 180 meters Scaled)
 MA0820
 MA0820                          SUPERSEDED SURVEY CONTROL
 MA0820
 MA0820  NGVD 29 (??/??/92)  324.45   (m)         1064.5    (f) COMPUTED    2 0
 MA0820
 MA0820.Superseded values are not recommended for survey control.
 MA0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0820.See file dsdata.txt to determine how the superseded data were derived.
 MA0820
 MA0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF301995(NAD 83)
 MA0820_MARKER: DB = BENCH MARK DISK
 MA0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0820_STAMPING: F 88 1935
 MA0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0820+STABILITY: SURFACE MOTION
 MA0820
 MA0820  HISTORY     - Date     Condition        Report By
 MA0820  HISTORY     - 1935     MONUMENTED       CGS
 MA0820
 MA0820                          STATION DESCRIPTION
 MA0820
 MA0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0820'AT DAWSON RUN.
 MA0820'AT DAWSON RUN, FOREST COUNTY, ABOUT 400 FEET SOUTH ALONG THE
 MA0820'PENNSYLVANIA RAILROAD FROM THE STATION, ABOUT 820 FEET SOUTH OF
 MA0820'MILEPOST 24-92, 90 FEET SOUTH OF BRIDGE 23.86 OVER DAWSON RUN,
 MA0820'54 FEET SOUTHEAST OF A 1-STORY RED FRAME BUNGALOW, 86 FEET SOUTH
 MA0820'OF A 70-INCH OAK TREE, 30 FEET SOUTH OF A 28-INCH BLACK LOCUST
 MA0820'TREE, 20 FEET WEST OF THE CENTER LINE OF A DIRT ROAD, 65 FEET
 MA0820'WEST OF THE WEST RAIL, AND ABOUT 11 FEET LOWER THAN THE RAIL.
 MA0820'A STANDARD DISK, STAMPED F 88 1935 AND SET IN THE TOP OF A
 MA0820'CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0821 ***********************************************************************
 MA0821  DESIGNATION -  F 88 RESET
 MA0821  PID         -  MA0821
 MA0821  STATE/COUNTY-  PA/FOREST
 MA0821  USGS QUAD   -  WEST HICKORY (1981)
 MA0821
 MA0821                         *CURRENT SURVEY CONTROL
 MA0821  ___________________________________________________________________
 MA0821* NAD 83(1986)-  41 32 14.     (N)    079 26 23.     (W)     SCALED    
 MA0821* NAVD 88     -       324.10   (+/-2cm)    1063.3    (feet)  VERTCON   
 MA0821  ___________________________________________________________________
 MA0821  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MA0821
 MA0821  VERT ORDER  -  THIRD (See Below)
 MA0821
 MA0821.The horizontal coordinates were scaled from a topographic map and have
 MA0821.an estimated accuracy of +/- 6 seconds.
 MA0821
 MA0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA0821.The vertical order pertains to the NGVD 29 superseded value.
 MA0821
 MA0821.The geoid height was determined by GEOID03.
 MA0821
 MA0821;                    North         East    Units  Estimated Accuracy
 MA0821;SPC PA N     -   153,580.      459,010.      MT  (+/- 180 meters Scaled)
 MA0821
 MA0821                          SUPERSEDED SURVEY CONTROL
 MA0821
 MA0821  NGVD 29 (??/??/??)  324.27   (m)         1063.9    (f) RESET       3  
 MA0821
 MA0821.Superseded values are not recommended for survey control.
 MA0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0821.See file dsdata.txt to determine how the superseded data were derived.
 MA0821
 MA0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF301995(NAD 83)
 MA0821_MARKER: DB = BENCH MARK DISK
 MA0821_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0821_SP_SET: BRIDGE
 MA0821_STAMPING: F 88 RESET 1953
 MA0821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0821
 MA0821  HISTORY     - Date     Condition        Report By
 MA0821  HISTORY     - 1953     MONUMENTED       PADH
 MA0821
 MA0821                          STATION DESCRIPTION
 MA0821
 MA0821'DESCRIBED BY PA DEPT OF HIGHWAYS 1953
 MA0821'AT DAWSON RUN.
 MA0821'AT DAWSON RUN, FOREST COUNTY, ABOUT 400 FEET SOUTH OF THE
 MA0821'PENNSYLVANIA RAILROAD STATION, ON STATE HIGHWAY 27025, AT THE
 MA0821'BRIDGE OVER DAWSON RUN, AND IN THE TOP OF THE SOUTHEAST WING
 MA0821'WALL.  A STANDARD DISK, STAMPED F 88 RESET 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1152 ***********************************************************************
 MA1152  DESIGNATION -  F 89
 MA1152  PID         -  MA1152
 MA1152  STATE/COUNTY-  PA/CLARION
 MA1152  USGS QUAD   -  FRYBURG (1977)
 MA1152
 MA1152                         *CURRENT SURVEY CONTROL
 MA1152  ___________________________________________________________________
 MA1152* NAD 83(1986)-  41 18 08.     (N)    079 27 25.     (W)     SCALED    
 MA1152* NAVD 88     -       483.971  (meters)    1587.83   (feet)  ADJUSTED  
 MA1152  ___________________________________________________________________
 MA1152  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 MA1152  DYNAMIC HT  -         483.745 (meters)    1587.09  (feet)  COMP
 MA1152  MODELED GRAV-     980,143.4   (mgal)                       NAVD 88
 MA1152
 MA1152  VERT ORDER  -  SECOND    CLASS 0
 MA1152
 MA1152.The horizontal coordinates were scaled from a topographic map and have
 MA1152.an estimated accuracy of +/- 6 seconds.
 MA1152
 MA1152.The orthometric height was determined by differential leveling
 MA1152.and adjusted by the National Geodetic Survey in June 1991..
 MA1152
 MA1152.The geoid height was determined by GEOID03.
 MA1152
 MA1152.The dynamic height is computed by dividing the NAVD 88
 MA1152.geopotential number by the normal gravity value computed on the
 MA1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1152.degrees latitude (g = 980.6199 gals.).
 MA1152
 MA1152.The modeled gravity was interpolated from observed gravity values.
 MA1152
 MA1152;                    North         East    Units  Estimated Accuracy
 MA1152;SPC PA N     -   127,520.      457,060.      MT  (+/- 180 meters Scaled)
 MA1152
 MA1152                          SUPERSEDED SURVEY CONTROL
 MA1152
 MA1152  NGVD 29 (??/??/92)  484.124  (m)         1588.33   (f) ADJ UNCH    2 0
 MA1152
 MA1152.Superseded values are not recommended for survey control.
 MA1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1152.See file dsdata.txt to determine how the superseded data were derived.
 MA1152
 MA1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF291734(NAD 83)
 MA1152_MARKER: DB = BENCH MARK DISK
 MA1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1152_STAMPING: F 89 1935
 MA1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1152+STABILITY: SURFACE MOTION
 MA1152
 MA1152  HISTORY     - Date     Condition        Report By
 MA1152  HISTORY     - 1935     MONUMENTED       CGS
 MA1152
 MA1152                          STATION DESCRIPTION
 MA1152
 MA1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA1152'3.7 MI N FROM SHIPPENVILLE.
 MA1152'ABOUT 3.7 MILES NORTH ALONG STATE HIGHWAY 66 FROM THE MT. ZION
 MA1152'LUTHERAN CHURCH AT SHIPPENVILLE, CLARION COUNTY, AT STATION
 MA1152'1-89+70, AT THE SOUTHEAST CORNER OF A DAISY FIELD, AT A DIRT-ROAD
 MA1152'CROSSING, 30 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 15
 MA1152'FEET NORTH OF THE CENTER LINE OF THE ROAD, 5.5 FEET NORTHWEST
 MA1152'OF THE SOUTHEAST CORNER OF THE BARBED-WIRE FENCE, AND ABOUT 3
 MA1152'FEET HIGHER THAN THE ROADWAY.  A STANDARD DISK, STAMPED F 89
 MA1152'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8
 MA1152'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1100 ***********************************************************************
 LZ1100  DESIGNATION -  F 90
 LZ1100  PID         -  LZ1100
 LZ1100  STATE/COUNTY-  PA/CLINTON
 LZ1100  USGS QUAD   -  LOCK HAVEN (1986)
 LZ1100
 LZ1100                         *CURRENT SURVEY CONTROL
 LZ1100  ___________________________________________________________________
 LZ1100* NAD 83(1986)-  41 14 08.     (N)    077 25 36.     (W)     SCALED    
 LZ1100* NAVD 88     -       495.785  (meters)    1626.59   (feet)  ADJUSTED  
 LZ1100  ___________________________________________________________________
 LZ1100  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 LZ1100  DYNAMIC HT  -         495.541 (meters)    1625.79  (feet)  COMP
 LZ1100  MODELED GRAV-     980,115.9   (mgal)                       NAVD 88
 LZ1100
 LZ1100  VERT ORDER  -  SECOND    CLASS 0
 LZ1100
 LZ1100.The horizontal coordinates were scaled from a topographic map and have
 LZ1100.an estimated accuracy of +/- 6 seconds.
 LZ1100
 LZ1100.The orthometric height was determined by differential leveling
 LZ1100.and adjusted by the National Geodetic Survey in June 1991..
 LZ1100
 LZ1100.The geoid height was determined by GEOID03.
 LZ1100
 LZ1100.The dynamic height is computed by dividing the NAVD 88
 LZ1100.geopotential number by the normal gravity value computed on the
 LZ1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1100.degrees latitude (g = 980.6199 gals.).
 LZ1100
 LZ1100.The modeled gravity was interpolated from observed gravity values.
 LZ1100
 LZ1100;                    North         East    Units  Estimated Accuracy
 LZ1100;SPC PA N     -   118,750.      627,110.      MT  (+/- 180 meters Scaled)
 LZ1100
 LZ1100                          SUPERSEDED SURVEY CONTROL
 LZ1100
 LZ1100  NGVD 29 (??/??/92)  495.971  (m)         1627.20   (f) ADJ UNCH    2 0
 LZ1100
 LZ1100.Superseded values are not recommended for survey control.
 LZ1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1100.See file dsdata.txt to determine how the superseded data were derived.
 LZ1100
 LZ1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL966677(NAD 83)
 LZ1100_MARKER: DB = BENCH MARK DISK
 LZ1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1100_STAMPING: F 90 1935
 LZ1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1100+STABILITY: SURFACE MOTION
 LZ1100
 LZ1100  HISTORY     - Date     Condition        Report By
 LZ1100  HISTORY     - 1935     MONUMENTED       CGS
 LZ1100  HISTORY     - 1937     GOOD             NGS
 LZ1100
 LZ1100                          STATION DESCRIPTION
 LZ1100
 LZ1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ1100'7 MI N FROM MC ELHATTAN.
 LZ1100'7.0 MILES NORTH ALONG TOWNSHIP ROADS 18014 AND 18021 AND STATE
 LZ1100'HIGHWAY 24 FROM MC ELHATTAN, AT HIGHWAY STATION 3/04+50, 63 FEET
 LZ1100'NORTHEAST OF THE JUNCTION OF A DIRT ROAD, 48 FEET EAST OF THE
 LZ1100'CENTER LINE OF THE HIGHWAY, 36 FEET NORTHEAST OF A 14-INCH FIR
 LZ1100'TREE, 33 FEET SOUTHEAST OF THE ENTRANCE TO A FIELD, AND LEVEL
 LZ1100'WITH THE ROADWAY.  SET IN THE TOP OF A CONCRETE POST PROJECTING
 LZ1100'5 INCHES ABOVE GROUND.
 LZ1100
 LZ1100                          STATION RECOVERY (1937)
 LZ1100
 LZ1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1937
 LZ1100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1182 ***********************************************************************
 LZ1182  DESIGNATION -  F 91
 LZ1182  PID         -  LZ1182
 LZ1182  STATE/COUNTY-  PA/LYCOMING
 LZ1182  USGS QUAD   -  WHITE PINE (1986)
 LZ1182
 LZ1182                         *CURRENT SURVEY CONTROL
 LZ1182  ___________________________________________________________________
 LZ1182* NAD 83(1986)-  41 28 27.     (N)    077 08 20.     (W)     SCALED    
 LZ1182* NAVD 88     -       450.651  (meters)    1478.51   (feet)  ADJUSTED  
 LZ1182  ___________________________________________________________________
 LZ1182  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 LZ1182  DYNAMIC HT  -         450.443 (meters)    1477.83  (feet)  COMP
 LZ1182  MODELED GRAV-     980,148.0   (mgal)                       NAVD 88
 LZ1182
 LZ1182  VERT ORDER  -  SECOND    CLASS 0
 LZ1182
 LZ1182.The horizontal coordinates were scaled from a topographic map and have
 LZ1182.an estimated accuracy of +/- 6 seconds.
 LZ1182
 LZ1182.The orthometric height was determined by differential leveling
 LZ1182.and adjusted by the National Geodetic Survey in June 1991..
 LZ1182
 LZ1182.The geoid height was determined by GEOID03.
 LZ1182
 LZ1182.The dynamic height is computed by dividing the NAVD 88
 LZ1182.geopotential number by the normal gravity value computed on the
 LZ1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1182.degrees latitude (g = 980.6199 gals.).
 LZ1182
 LZ1182.The modeled gravity was interpolated from observed gravity values.
 LZ1182
 LZ1182;                    North         East    Units  Estimated Accuracy
 LZ1182;SPC PA N     -   145,380.      651,040.      MT  (+/- 180 meters Scaled)
 LZ1182
 LZ1182                          SUPERSEDED SURVEY CONTROL
 LZ1182
 LZ1182  NGVD 29 (??/??/92)  450.83   (m)         1479.1    (f) COMPUTED    2 0
 LZ1182
 LZ1182.Superseded values are not recommended for survey control.
 LZ1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1182.See file dsdata.txt to determine how the superseded data were derived.
 LZ1182
 LZ1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL214936(NAD 83)
 LZ1182_MARKER: DB = BENCH MARK DISK
 LZ1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1182_STAMPING: F 91 1935
 LZ1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1182+STABILITY: SURFACE MOTION
 LZ1182
 LZ1182  HISTORY     - Date     Condition        Report By
 LZ1182  HISTORY     - 1935     MONUMENTED       CGS
 LZ1182  HISTORY     - 1968     MARK NOT FOUND   NGS
 LZ1182
 LZ1182                          STATION DESCRIPTION
 LZ1182
 LZ1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ1182'1.6 MI S FROM BUTTONWOOD.
 LZ1182'1.6 MILES SOUTH ALONG U.S. HIGHWAY 15 FROM BUTTONWOOD, LYCOMING
 LZ1182'COUNTY, AT STATION 433+59, 26 FEET NORTH OF A 20-INCH 70-FOOT
 LZ1182'POPLAR TREE, 25 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LZ1182'11 FEET EAST OF A 10-INCH YELLOW BIRCH TREE, AND ABOUT 1 FOOT
 LZ1182'LOWER THAN THE ROADWAY.  A STANDARD DISK, STAMPED F 91 1935
 LZ1182'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES
 LZ1182'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0450 ***********************************************************************
 MA0450  DESIGNATION -  F 92
 MA0450  PID         -  MA0450
 MA0450  STATE/COUNTY-  PA/JEFFERSON
 MA0450  USGS QUAD   -  FALLS CREEK (1994)
 MA0450
 MA0450                         *CURRENT SURVEY CONTROL
 MA0450  ___________________________________________________________________
 MA0450* NAD 83(1986)-  41 13 36.     (N)    078 49 37.     (W)     SCALED    
 MA0450* NAVD 88     -       499.899  (meters)    1640.09   (feet)  ADJUSTED  
 MA0450  ___________________________________________________________________
 MA0450  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 MA0450  DYNAMIC HT  -         499.670 (meters)    1639.33  (feet)  COMP
 MA0450  MODELED GRAV-     980,149.6   (mgal)                       NAVD 88
 MA0450
 MA0450  VERT ORDER  -  SECOND    CLASS 0
 MA0450
 MA0450.The horizontal coordinates were scaled from a topographic map and have
 MA0450.an estimated accuracy of +/- 6 seconds.
 MA0450
 MA0450.The orthometric height was determined by differential leveling
 MA0450.and adjusted by the National Geodetic Survey in June 1991..
 MA0450
 MA0450.The geoid height was determined by GEOID03.
 MA0450
 MA0450.The dynamic height is computed by dividing the NAVD 88
 MA0450.geopotential number by the normal gravity value computed on the
 MA0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0450.degrees latitude (g = 980.6199 gals.).
 MA0450
 MA0450.The modeled gravity was interpolated from observed gravity values.
 MA0450
 MA0450;                    North         East    Units  Estimated Accuracy
 MA0450;SPC PA N     -   118,280.      509,710.      MT  (+/- 180 meters Scaled)
 MA0450
 MA0450                          SUPERSEDED SURVEY CONTROL
 MA0450
 MA0450  NGVD 29 (??/??/92)  500.05   (m)         1640.6    (f) COMPUTED    2 0
 MA0450
 MA0450.Superseded values are not recommended for survey control.
 MA0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0450.See file dsdata.txt to determine how the superseded data were derived.
 MA0450
 MA0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF821661(NAD 83)
 MA0450_MARKER: DB = BENCH MARK DISK
 MA0450_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0450_SP_SET: PIER
 MA0450_STAMPING: F 92 1935
 MA0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0450
 MA0450  HISTORY     - Date     Condition        Report By
 MA0450  HISTORY     - 1935     MONUMENTED       CGS
 MA0450
 MA0450                          STATION DESCRIPTION
 MA0450
 MA0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0450'AT SMITH SUMMIT.
 MA0450'AT SMITH SUMMIT, JEFFERSON COUNTY, ABOUT 560 FEET SOUTH OF THE
 MA0450'PITTSBURG AND SHAWMUT RAILROAD STATION, AT THE FOUNDATION OF
 MA0450'A HIGHWAY OVERPASS, IN THE TOP OF THE SOUTH END OF THE EAST
 MA0450'CORNER PIER, 10 FEET EAST OF THE CENTER LINE OF THE TRACK, AND
 MA0450'ABOUT 3 FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 MA0450'STAMPED F 92 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0951 ***********************************************************************
 KX0951  DESIGNATION -  F 93
 KX0951  PID         -  KX0951
 KX0951  STATE/COUNTY-  PA/CLARION
 KX0951  USGS QUAD   -  TEMPLETON (1993)
 KX0951
 KX0951                         *CURRENT SURVEY CONTROL
 KX0951  ___________________________________________________________________
 KX0951* NAD 83(1986)-  40 59 05.     (N)    079 27 29.     (W)     SCALED    
 KX0951* NAVD 88     -       288.214  (meters)     945.58   (feet)  ADJUSTED  
 KX0951  ___________________________________________________________________
 KX0951  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KX0951  DYNAMIC HT  -         288.075 (meters)     945.13  (feet)  COMP
 KX0951  MODELED GRAV-     980,135.1   (mgal)                       NAVD 88
 KX0951
 KX0951  VERT ORDER  -  SECOND    CLASS 0
 KX0951
 KX0951.The horizontal coordinates were scaled from a topographic map and have
 KX0951.an estimated accuracy of +/- 6 seconds.
 KX0951
 KX0951.The orthometric height was determined by differential leveling
 KX0951.and adjusted by the National Geodetic Survey in June 1991..
 KX0951
 KX0951.The geoid height was determined by GEOID03.
 KX0951
 KX0951.The dynamic height is computed by dividing the NAVD 88
 KX0951.geopotential number by the normal gravity value computed on the
 KX0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0951.degrees latitude (g = 980.6199 gals.).
 KX0951
 KX0951.The modeled gravity was interpolated from observed gravity values.
 KX0951
 KX0951;                    North         East    Units  Estimated Accuracy
 KX0951;SPC PA N     -    92,270.      456,270.      MT  (+/- 180 meters Scaled)
 KX0951
 KX0951                          SUPERSEDED SURVEY CONTROL
 KX0951
 KX0951  NGVD 29 (??/??/92)  288.383  (m)          946.14   (f) ADJ UNCH    2 0
 KX0951
 KX0951.Superseded values are not recommended for survey control.
 KX0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0951.See file dsdata.txt to determine how the superseded data were derived.
 KX0951
 KX0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF297382(NAD 83)
 KX0951_MARKER: DB = BENCH MARK DISK
 KX0951_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0951_SP_SET: TUNNEL
 KX0951_STAMPING: F 93 1935
 KX0951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0951
 KX0951  HISTORY     - Date     Condition        Report By
 KX0951  HISTORY     - 1935     MONUMENTED       CGS
 KX0951
 KX0951                          STATION DESCRIPTION
 KX0951
 KX0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX0951'2.4 MI E FROM LAWSONHAM.
 KX0951'2.4 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0951'AT LAWSONHAM, CLARION COUNTY, ABOUT 0.2 MILE EAST OF MILEPOST 8,
 KX0951'AT THE NORTH PORTAL OF A 650-FOOT TUNNEL, IN THE TOP OF THE
 KX0951'SOUTH END OF THE SECOND COURSE OF MASONRY, 17 FEET WEST OF THE
 KX0951'CENTER LINE OF THE TRACK, AND ABOUT 3 FEET HIGHER THAN THE TOP
 KX0951'OF THE RAIL.  A STANDARD DISK, STAMPED F 93 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1207 ***********************************************************************
 MA1207  DESIGNATION -  F 94
 MA1207  PID         -  MA1207
 MA1207  STATE/COUNTY-  PA/VENANGO
 MA1207  USGS QUAD   -  UTICA (1977)
 MA1207
 MA1207                         *CURRENT SURVEY CONTROL
 MA1207  ___________________________________________________________________
 MA1207* NAD 83(1986)-  41 25 06.     (N)    079 53 27.     (W)     SCALED    
 MA1207* NAVD 88     -       307.754  (meters)    1009.69   (feet)  ADJUSTED  
 MA1207  ___________________________________________________________________
 MA1207  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 MA1207  DYNAMIC HT  -         307.620 (meters)    1009.25  (feet)  COMP
 MA1207  MODELED GRAV-     980,179.3   (mgal)                       NAVD 88
 MA1207
 MA1207  VERT ORDER  -  SECOND    CLASS 0
 MA1207
 MA1207.The horizontal coordinates were scaled from a topographic map and have
 MA1207.an estimated accuracy of +/- 6 seconds.
 MA1207
 MA1207.The orthometric height was determined by differential leveling
 MA1207.and adjusted by the National Geodetic Survey in June 1991..
 MA1207
 MA1207.The geoid height was determined by GEOID03.
 MA1207
 MA1207.The dynamic height is computed by dividing the NAVD 88
 MA1207.geopotential number by the normal gravity value computed on the
 MA1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1207.degrees latitude (g = 980.6199 gals.).
 MA1207
 MA1207.The modeled gravity was interpolated from observed gravity values.
 MA1207
 MA1207;                    North         East    Units  Estimated Accuracy
 MA1207;SPC PA N     -   141,210.      421,050.      MT  (+/- 180 meters Scaled)
 MA1207
 MA1207                          SUPERSEDED SURVEY CONTROL
 MA1207
 MA1207  NGVD 29 (??/??/92)  307.936  (m)         1010.29   (f) ADJ UNCH    2 0
 MA1207
 MA1207.Superseded values are not recommended for survey control.
 MA1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1207.See file dsdata.txt to determine how the superseded data were derived.
 MA1207
 MA1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF926857(NAD 83)
 MA1207_MARKER: DB = BENCH MARK DISK
 MA1207_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1207_SP_SET: ABUTMENT
 MA1207_STAMPING: F 94 1935
 MA1207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1207
 MA1207  HISTORY     - Date     Condition        Report By
 MA1207  HISTORY     - 1935     MONUMENTED       CGS
 MA1207
 MA1207                          STATION DESCRIPTION
 MA1207
 MA1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA1207'4.4 MI NW FROM FRANKLIN.
 MA1207'4.4 MILES NORTHWEST ALONG THE ERIE RAILROAD FROM THE STATION
 MA1207'AT FRANKLIN, VENANGO COUNTY, 170 FEET NORTHWEST OF THE HALF-MILE
 MA1207'POST BETWEEN MILEPOSTS 20 AND 21, AT THE NORTHWEST END OF THE
 MA1207'VENANGO COUNTY POOR FARM, AT A 15-FOOT STEEL STRINGER BRIDGE, IN
 MA1207'THE WEST END OF THE NORTHWEST ABUTMENT, 10 FEET WEST OF THE
 MA1207'CENTERLINE OF THE TRACK, AND 3.5 FEET BELOW THE TOP OF THE RAIL.
 MA1207'A STANDARD DISK, STAMPED F 94 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0341 ***********************************************************************
 KX0341  DESIGNATION -  F 95
 KX0341  PID         -  KX0341
 KX0341  STATE/COUNTY-  PA/BEDFORD
 KX0341  USGS QUAD   -  EVERETT EAST (1994)
 KX0341
 KX0341                         *CURRENT SURVEY CONTROL
 KX0341  ___________________________________________________________________
 KX0341* NAD 83(1986)-  40 01 03.     (N)    078 19 37.     (W)     SCALED    
 KX0341* NAVD 88     -       325.164  (meters)    1066.81   (feet)  ADJUSTED  
 KX0341  ___________________________________________________________________
 KX0341  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KX0341  DYNAMIC HT  -         324.981 (meters)    1066.21  (feet)  COMP
 KX0341  MODELED GRAV-     980,052.1   (mgal)                       NAVD 88
 KX0341
 KX0341  VERT ORDER  -  SECOND    CLASS 0
 KX0341
 KX0341.The horizontal coordinates were scaled from a topographic map and have
 KX0341.an estimated accuracy of +/- 6 seconds.
 KX0341
 KX0341.The orthometric height was determined by differential leveling
 KX0341.and adjusted by the National Geodetic Survey in June 1991..
 KX0341
 KX0341.The geoid height was determined by GEOID03.
 KX0341
 KX0341.The dynamic height is computed by dividing the NAVD 88
 KX0341.geopotential number by the normal gravity value computed on the
 KX0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0341.degrees latitude (g = 980.6199 gals.).
 KX0341
 KX0341.The modeled gravity was interpolated from observed gravity values.
 KX0341
 KX0341;                    North         East    Units  Estimated Accuracy
 KX0341;SPC PA S     -    76,130.      550,750.      MT  (+/- 180 meters Scaled)
 KX0341
 KX0341                          SUPERSEDED SURVEY CONTROL
 KX0341
 KX0341  NGVD 29 (??/??/92)  325.334  (m)         1067.37   (f) ADJ UNCH    2 0
 KX0341
 KX0341.Superseded values are not recommended for survey control.
 KX0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0341.See file dsdata.txt to determine how the superseded data were derived.
 KX0341
 KX0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE281331(NAD 83)
 KX0341_MARKER: DB = BENCH MARK DISK
 KX0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0341_STAMPING: F 95 1935
 KX0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0341+STABILITY: SURFACE MOTION
 KX0341
 KX0341  HISTORY     - Date     Condition        Report By
 KX0341  HISTORY     - 1935     MONUMENTED       CGS
 KX0341  HISTORY     - 1966     MARK NOT FOUND   NGS
 KX0341
 KX0341                          STATION DESCRIPTION
 KX0341
 KX0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0341'2.7 MI E FROM EVERETT.
 KX0341'2.7 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE UNION HOTEL AT
 KX0341'EVERETT, BEDFORD COUNTY, ABOUT 100 YARDS WEST OF A FARMHOUSE,
 KX0341'AND 25 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 KX0341'DISK, STAMPED F 95 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3460 ***********************************************************************
 JV3460  DESIGNATION -  F 96
 JV3460  PID         -  JV3460
 JV3460  STATE/COUNTY-  PA/FRANKLIN
 JV3460  USGS QUAD   -  ST THOMAS (1990)
 JV3460
 JV3460                         *CURRENT SURVEY CONTROL
 JV3460  ___________________________________________________________________
 JV3460* NAD 83(1986)-  39 55 28.     (N)    077 45 34.     (W)     SCALED    
 JV3460* NAVD 88     -       191.219  (meters)     627.36   (feet)  ADJUSTED  
 JV3460  ___________________________________________________________________
 JV3460  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 JV3460  DYNAMIC HT  -         191.110 (meters)     627.00  (feet)  COMP
 JV3460  MODELED GRAV-     980,051.8   (mgal)                       NAVD 88
 JV3460
 JV3460  VERT ORDER  -  SECOND    CLASS 0
 JV3460
 JV3460.The horizontal coordinates were scaled from a topographic map and have
 JV3460.an estimated accuracy of +/- 6 seconds.
 JV3460
 JV3460.The orthometric height was determined by differential leveling
 JV3460.and adjusted by the National Geodetic Survey in June 1991..
 JV3460
 JV3460.The geoid height was determined by GEOID03.
 JV3460
 JV3460.The dynamic height is computed by dividing the NAVD 88
 JV3460.geopotential number by the normal gravity value computed on the
 JV3460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3460.degrees latitude (g = 980.6199 gals.).
 JV3460
 JV3460.The modeled gravity was interpolated from observed gravity values.
 JV3460
 JV3460;                    North         East    Units  Estimated Accuracy
 JV3460;SPC PA S     -    65,630.      599,190.      MT  (+/- 180 meters Scaled)
 JV3460
 JV3460                          SUPERSEDED SURVEY CONTROL
 JV3460
 JV3460  NGVD 29 (??/??/??)  191.404  (m)          627.96   (f) ADJUSTED    2 0
 JV3460
 JV3460.Superseded values are not recommended for survey control.
 JV3460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3460.See file dsdata.txt to determine how the superseded data were derived.
 JV3460
 JV3460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK641230(NAD 83)
 JV3460_MARKER: DB = BENCH MARK DISK
 JV3460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3460_STAMPING: F 96 1935
 JV3460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3460+STABILITY: SURFACE MOTION
 JV3460
 JV3460  HISTORY     - Date     Condition        Report By
 JV3460  HISTORY     - 1935     MONUMENTED       CGS
 JV3460
 JV3460                          STATION DESCRIPTION
 JV3460
 JV3460'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV3460'2.1 MI E FROM ST THOMAS.
 JV3460'2.1 MILES EAST OF POST OFFICT AT ST. THOMAS 21 FEET NORTH OF
 JV3460'CENTERLINE OF U.S. HIGHWAY 30.  45 FEET NORTH OF THE
 JV3460'NORTHWEST CORNER OF BRICK CORRAL FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3461 ***********************************************************************
 JV3461  DESIGNATION -  F 96 RESET 1938
 JV3461  PID         -  JV3461
 JV3461  STATE/COUNTY-  PA/FRANKLIN
 JV3461  USGS QUAD   -  ST THOMAS (1990)
 JV3461
 JV3461                         *CURRENT SURVEY CONTROL
 JV3461  ___________________________________________________________________
 JV3461* NAD 83(1986)-  39 55 28.     (N)    077 45 34.     (W)     SCALED    
 JV3461* NAVD 88     -       191.22   (+/-2cm)     627.4    (feet)  VERTCON   
 JV3461  ___________________________________________________________________
 JV3461  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 JV3461
 JV3461  VERT ORDER  -  THIRD (See Below)
 JV3461
 JV3461.The horizontal coordinates were scaled from a topographic map and have
 JV3461.an estimated accuracy of +/- 6 seconds.
 JV3461
 JV3461.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV3461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV3461.The vertical order pertains to the NGVD 29 superseded value.
 JV3461
 JV3461.The geoid height was determined by GEOID03.
 JV3461
 JV3461;                    North         East    Units  Estimated Accuracy
 JV3461;SPC PA S     -    65,630.      599,190.      MT  (+/- 180 meters Scaled)
 JV3461
 JV3461                          SUPERSEDED SURVEY CONTROL
 JV3461
 JV3461  NGVD 29 (??/??/??)  191.40   (m)          628.0    (f) RESET       3  
 JV3461
 JV3461.Superseded values are not recommended for survey control.
 JV3461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3461.See file dsdata.txt to determine how the superseded data were derived.
 JV3461
 JV3461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK641230(NAD 83)
 JV3461_MARKER: DB = BENCH MARK DISK
 JV3461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3461_STAMPING: F 96 RESET 1938
 JV3461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3461+STABILITY: SURFACE MOTION
 JV3461
 JV3461  HISTORY     - Date     Condition        Report By
 JV3461  HISTORY     - 1938     MONUMENTED       CGS
 JV3461  HISTORY     - 1966     GOOD             CGS
 JV3461
 JV3461                          STATION DESCRIPTION
 JV3461
 JV3461'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JV3461'2.1 MI E FROM SAINT THOMAS.
 JV3461'2.1 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 JV3461'SAINT THOMAS, 57 FEET NORTH OF THE NORTHWEST CORNER OF A BRICK
 JV3461'FENCE, 34 FEET WEST OF A FENCE CORNER, 33 FEET NORTH OF THE
 JV3461'CENTERLINE OF THE HIGHWAY AND 1 FOOT NORTH OF FENCE.  A STANDARD
 JV3461'DISK SET FLUSH IN THE TOP OF A CONCRETE MONUMENT THAT PROJECTS
 JV3461'ABOUT 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0311 ***********************************************************************
 KX0311  DESIGNATION -  F 98
 KX0311  PID         -  KX0311
 KX0311  STATE/COUNTY-  PA/BLAIR
 KX0311  USGS QUAD   -  ROARING SPRING (1987)
 KX0311
 KX0311                         *CURRENT SURVEY CONTROL
 KX0311  ___________________________________________________________________
 KX0311* NAD 83(1986)-  40 19 25.     (N)    078 26 25.     (W)     SCALED    
 KX0311* NAVD 88     -       326.952  (meters)    1072.67   (feet)  ADJUSTED  
 KX0311  ___________________________________________________________________
 KX0311  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KX0311  DYNAMIC HT  -         326.774 (meters)    1072.09  (feet)  COMP
 KX0311  MODELED GRAV-     980,072.0   (mgal)                       NAVD 88
 KX0311
 KX0311  VERT ORDER  -  SECOND    CLASS 0
 KX0311
 KX0311.The horizontal coordinates were scaled from a topographic map and have
 KX0311.an estimated accuracy of +/- 6 seconds.
 KX0311
 KX0311.The orthometric height was determined by differential leveling
 KX0311.and adjusted by the National Geodetic Survey in June 1991..
 KX0311
 KX0311.The geoid height was determined by GEOID03.
 KX0311
 KX0311.The dynamic height is computed by dividing the NAVD 88
 KX0311.geopotential number by the normal gravity value computed on the
 KX0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0311.degrees latitude (g = 980.6199 gals.).
 KX0311
 KX0311.The modeled gravity was interpolated from observed gravity values.
 KX0311
 KX0311;                    North         East    Units  Estimated Accuracy
 KX0311;SPC PA S     -   110,180.      541,340.      MT  (+/- 180 meters Scaled)
 KX0311
 KX0311                          SUPERSEDED SURVEY CONTROL
 KX0311
 KX0311  NGVD 29 (??/??/92)  327.101  (m)         1073.16   (f) ADJ UNCH    2 0
 KX0311
 KX0311.Superseded values are not recommended for survey control.
 KX0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0311.See file dsdata.txt to determine how the superseded data were derived.
 KX0311
 KX0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE174668(NAD 83)
 KX0311_MARKER: DB = BENCH MARK DISK
 KX0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0311_STAMPING: F 98 1935
 KX0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0311+STABILITY: SURFACE MOTION
 KX0311
 KX0311  HISTORY     - Date     Condition        Report By
 KX0311  HISTORY     - 1935     MONUMENTED       CGS
 KX0311  HISTORY     - 1967     MARK NOT FOUND   NGS
 KX0311
 KX0311                          STATION DESCRIPTION
 KX0311
 KX0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0311'2.3 MI N FROM CLAYSBURG.
 KX0311'2.3 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0311'AT CLAYSBURG, 360 FEET NORTH OF MILEPOST 18, 66 FEET NORTHEAST
 KX0311'OF BRIDGE 17.96, AND 30 FEET EAST OF THE CENTER LINE OF THE TRACK.
 KX0311'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3268 ***********************************************************************
 JV3268  DESIGNATION -  F 99
 JV3268  PID         -  JV3268
 JV3268  STATE/COUNTY-  PA/FULTON
 JV3268  USGS QUAD   -  MC CONNELLSBURG (1990)
 JV3268
 JV3268                         *CURRENT SURVEY CONTROL
 JV3268  ___________________________________________________________________
 JV3268* NAD 83(1986)-  39 59 19.     (N)    077 58 00.     (W)     SCALED    
 JV3268* NAVD 88     -       303.479  (meters)     995.66   (feet)  ADJUSTED  
 JV3268  ___________________________________________________________________
 JV3268  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JV3268  DYNAMIC HT  -         303.304 (meters)     995.09  (feet)  COMP
 JV3268  MODELED GRAV-     980,041.8   (mgal)                       NAVD 88
 JV3268
 JV3268  VERT ORDER  -  SECOND    CLASS 0
 JV3268
 JV3268.The horizontal coordinates were scaled from a topographic map and have
 JV3268.an estimated accuracy of +/- 6 seconds.
 JV3268
 JV3268.The orthometric height was determined by differential leveling
 JV3268.and adjusted by the National Geodetic Survey in June 1991..
 JV3268
 JV3268.The geoid height was determined by GEOID03.
 JV3268
 JV3268.The dynamic height is computed by dividing the NAVD 88
 JV3268.geopotential number by the normal gravity value computed on the
 JV3268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3268.degrees latitude (g = 980.6199 gals.).
 JV3268
 JV3268.The modeled gravity was interpolated from observed gravity values.
 JV3268
 JV3268;                    North         East    Units  Estimated Accuracy
 JV3268;SPC PA S     -    72,780.      581,500.      MT  (+/- 180 meters Scaled)
 JV3268
 JV3268                          SUPERSEDED SURVEY CONTROL
 JV3268
 JV3268  NGVD 29 (??/??/??)  303.659  (m)          996.25   (f) ADJUSTED    2 0
 JV3268
 JV3268.Superseded values are not recommended for survey control.
 JV3268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3268.See file dsdata.txt to determine how the superseded data were derived.
 JV3268
 JV3268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK467307(NAD 83)
 JV3268_MARKER: DB = BENCH MARK DISK
 JV3268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3268_STAMPING: F 99 1935
 JV3268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3268+STABILITY: SURFACE MOTION
 JV3268
 JV3268  HISTORY     - Date     Condition        Report By
 JV3268  HISTORY     - 1935     MONUMENTED       CGS
 JV3268  HISTORY     - 19900816 MARK NOT FOUND   USGS
 JV3268
 JV3268                          STATION DESCRIPTION
 JV3268
 JV3268'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV3268'4.2 MI N FROM MC CONNELLSBURG.
 JV3268'4.2 MILES NORTH ALONG U.S. HIGHWAY 522 FROM THE FULTON COUNTY
 JV3268'NATIONAL BANK AT MC CONNELLSBURG, FULTON COUNTY, 96 FEET NORTH
 JV3268'OF POLE 2+25, AND 21 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.
 JV3268'A STANDARD DISK, STAMPED F 99 1935 AND SET IN THE TOP OF A
 JV3268'CONCRETE POST.
 JV3268
 JV3268                          STATION RECOVERY (1990)
 JV3268
 JV3268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (GDS)
 JV3268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3570 ***********************************************************************
 KY3570  CBN         -  This is a Cooperative Base Network Control Station.
 KY3570  DESIGNATION -  FAA 8G7 A
 KY3570  PID         -  KY3570
 KY3570  STATE/COUNTY-  PA/BEAVER
 KY3570  USGS QUAD   -  ZELIENOPLE (1990)
 KY3570
 KY3570                         *CURRENT SURVEY CONTROL
 KY3570  ___________________________________________________________________
 KY3570* NAD 83(1992)-  40 47 50.17165(N)    080 09 31.19859(W)     ADJUSTED  
 KY3570* NAVD 88     -       274.3    (meters)     900.     (feet)  GPS OBS   
 KY3570  ___________________________________________________________________
 KY3570  X           -     826,487.512 (meters)                     COMP
 KY3570  Y           -  -4,764,357.695 (meters)                     COMP
 KY3570  Z           -   4,145,562.833 (meters)                     COMP
 KY3570  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 KY3570  ELLIP HEIGHT-         240.19  (meters)          (03/28/01) GPS OBS
 KY3570  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KY3570
 KY3570  HORZ ORDER  -  A
 KY3570  ELLP ORDER  -  THIRD     CLASS II
 KY3570
 KY3570.The horizontal coordinates were established by GPS observations
 KY3570.and adjusted by the National Geodetic Survey in March 2001..
 KY3570
 KY3570.The orthometric height was determined by GPS observations and a
 KY3570.high-resolution geoid model.
 KY3570
 KY3570.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3570
 KY3570.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3570
 KY3570.The ellipsoidal height was determined by GPS observations
 KY3570.and is referenced to NAD 83.
 KY3570
 KY3570.The geoid height was determined by GEOID03.
 KY3570
 KY3570;                    North         East     Units Scale Factor Converg.
 KY3570;SPC PA S     -   165,322.840   396,756.477   MT  0.99997776   -1 33 45.8
 KY3570;SPC PA S     -   542,396.68  1,301,691.87   sFT  0.99997776   -1 33 45.8
 KY3570;UTM  17      - 4,516,592.983   570,974.191   MT  0.99966200   +0 32 59.1
 KY3570
 KY3570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3570!SPC PA S     -   0.99996232  x   0.99997776  =   0.99994009
 KY3570!UTM  17      -   0.99996232  x   0.99966200  =   0.99962434
 KY3570
 KY3570:                Primary Azimuth Mark                     Grid Az
 KY3570:SPC PA S     -  FAA 8G7 B                                346 45 33.6
 KY3570:UTM  17      -  FAA 8G7 B                                344 38 48.7
 KY3570
 KY3570|---------------------------------------------------------------------|
 KY3570| PID    Reference Object                     Distance      Geod. Az  |
 KY3570|                                                           dddmmss.s |
 KY3570| KY3571 FAA 8G7 B                           APPROX. 0.6 KM 3451147.8 |
 KY3570|---------------------------------------------------------------------|
 KY3570
 KY3570                          SUPERSEDED SURVEY CONTROL
 KY3570
 KY3570  NAD 83(1995)-  40 47 50.17074(N)    080 09 31.20018(W) AD(       ) 3
 KY3570  NAD 83(1986)-  40 47 50.18118(N)    080 09 31.20380(W) AD(       ) 3
 KY3570  NGVD 29 (06/12/91)  274.3    (m)          900.     (f) GPS OBS        
 KY3570
 KY3570.Superseded values are not recommended for survey control.
 KY3570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3570.See file dsdata.txt to determine how the superseded data were derived.
 KY3570
 KY3570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF7097416593(NAD 83)
 KY3570_MARKER: I = METAL ROD
 KY3570_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KY3570_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KY3570_STAMPING: FAA 8G7 A 1990
 KY3570_MARK LOGO: NGS   
 KY3570_PROJECTION: FLUSH
 KY3570_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY3570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3570+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2003
 KY3570_ROD/PIPE-DEPTH: 4.26 meters
 KY3570_SLEEVE-DEPTH  : 0.91 meters
 KY3570
 KY3570  HISTORY     - Date     Condition        Report By
 KY3570  HISTORY     - 1990     MONUMENTED       NGS
 KY3570  HISTORY     - 20000410 GOOD             PADT
 KY3570  HISTORY     - 20030428 GOOD             PADT
 KY3570
 KY3570                          STATION DESCRIPTION
 KY3570
 KY3570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 KY3570'THE STATION IS LOCATED ABOUT 2.41 KM (1.50 MI) NORTHEAST OF
 KY3570'ZELIENOPLE, 40.23 KM (25.00 MI) NORTHEAST OF PITTSBURG, 28.96 KM
 KY3570'(17.99 MI) SOUTHEAST OF NEWCASTLE, AT THE ZELIENOPLE MUNICIPAL
 KY3570'AIRPORT AND AT THE SOUTHEAST CORNER OF THE APRON AND WEST-SOUTHWEST
 KY3570'OF THE SOUTHWEST CORNER OF THE AIRPORT OFFICE.  OWNERSHIP--CITY OF
 KY3570'ZELIENOPLE, C/O DON NIEDERGALL, AIRPORT MANAGER, ROUTE 288,
 KY3570'ZELIENOPLE, PA 16063, PHONE (412)-452-9963 OR CONTACT JIM HOFFMAN,
 KY3570'AIRPORT AUTHORITY BOARD (412)-452-8300.  NOTE--THE AIRPORT IS NOW
 KY3570'UNDER CONSTRUCTION AND THE AIRPORT MANAGER STATES THAT THE AIRPORT
 KY3570'OFFICE WILL BE MOVED TO THE WEST SIDE OF THE RUNWAY AND A NEW APRON
 KY3570'WILL BE BUILT BY THE SPRING OF 1991 AND A NEW TAXIWAY WILL BE
 KY3570'INSTALLED ON THE WEST SIDE OF THE RUNWAY, THEREFORE THIS DESCRIPTION
 KY3570'WILL BE INADEQUATE BY SPRING OF 1991.
 KY3570'TO REACH THE STATION FROM THE JUNCTION OF COMBINED STATE HIGHWAYS 68
 KY3570'AND 19 (MAIN STREET) AND STATE HIGHWAY 288 (NEW CASTLE STREET) IN
 KY3570'ZELIENOPLE, GO WEST ON STATE HIGHWAY 288 FOR 1.45 KM (0.90 MI) TO THE
 KY3570'JUNCTION OF STATE HIGHWAY 588 ON THE LEFT, CONTINUE AHEAD ON HIGHWAY
 KY3570'288 FOR 0.64 KM (0.40 MI) TO THE AIRPORT ENTRANCE ON THE LEFT, TURN
 KY3570'LEFT AND PASS THRU A GATE AND CONTINUE ON A DIRT ROAD TO THE APRON
 KY3570'AND THE STATION ON THE RIGHT NEAR THE SOUTHEAST CORNER OF THE APRON.
 KY3570'THE STATION IS FLUSH WITH THE GROUND LOCATED 46.5 M (152.6 FT) EAST OF
 KY3570'THE CENTER OF RUNWAY 35, 22 M (72.2 FT) WEST-SOUTHWEST OF THE
 KY3570'SOUTHWEST CORNER OF THE AIRPORT OFFICE, 19 M (62.3 FT) WEST OF THE
 KY3570'WEST EDGE OF THE SIDEWALK OF THE AIRPORT OFFICE, 0.8 M (2.6 FT)
 KY3570'SOUTHEAST OF THE SOUTHEAST CORNER OF THE APRON AND 0.3 M (1.0 FT) WEST
 KY3570'OF A FIBERGLASS WITNESS POST.
 KY3570
 KY3570                          STATION RECOVERY (2000)
 KY3570
 KY3570'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (SMM)
 KY3570'THE OLD AIRPORT OFFICE WHERE THE STATION IS LOCATED IS NOW THE
 KY3570'PLANE VIEW CAFE RESTAURANT.  THE GENERAL DESCRIPTION REMAINS THE
 KY3570'SAME.  THE STATION IS ON AIRPORT PROPERTY, 3 FT (0.9 M) OUTSIDE OF A 4
 KY3570'FT (1.2 M) HIGH CHAIN LINK FENCE SURROUNDING RESTAURANT PROPERTY.
 KY3570' 
 KY3570'TO REACH THE STATION FROM THE INTERSECTION OF INTERSATE 79 AND
 KY3570'STATE ROUTE 68, TRAVEL WEST ON STATE ROUTE 68 TO THE INTERSECTION
 KY3570'WITH STATE ROUTE 19.  PROCEED SOUTH ONTO STATE ROUTE 19 TO THE
 KY3570'INTERSECTION WITH STATE ROUTE 288.  PROCEED WEST ON STATE ROUTE
 KY3570'288 FOR 0.9 MI (1.4 KM) TO THE INTERSECTION WITH STATE ROUTE
 KY3570'588 ON THE LEFT.  PROCEED ON STATE ROUTE 588 FOR 0.4 MI (0.6 KM) TO
 KY3570'THE AIRPORT ENTRANCE ON THE RIGHT.  PROCEED ON DIRT ROAD FOR 0.5
 KY3570'MI (0.8 KM) TO THE MAIN HANGAR AND OFFICE TO GAIN PERMISSION TO THE
 KY3570'STATION.  REFER TO PREVIOUS DESCRIPTION TO LOCATE STATION.
 KY3570' 
 KY3570' 
 KY3570' 
 KY3570' 
 KY3570'
 KY3570
 KY3570                          STATION RECOVERY (2003)
 KY3570
 KY3570'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (LJM)
 KY3570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3571 ***********************************************************************
 KY3571  DESIGNATION -  FAA 8G7 B
 KY3571  PID         -  KY3571
 KY3571  STATE/COUNTY-  PA/BEAVER
 KY3571  USGS QUAD   -  ZELIENOPLE (1990)
 KY3571
 KY3571                         *CURRENT SURVEY CONTROL
 KY3571  ___________________________________________________________________
 KY3571* NAD 83(1992)-  40 48 07.98649(N)    080 09 37.39423(W)     ADJUSTED  
 KY3571* NAVD 88     -       273.1    (meters)     896.     (feet)  VERTCON   
 KY3571  ___________________________________________________________________
 KY3571  X           -     826,282.911 (meters)                     COMP
 KY3571  Y           -  -4,764,027.978 (meters)                     COMP
 KY3571  Z           -   4,145,978.208 (meters)                     COMP
 KY3571  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 KY3571  ELLIP HEIGHT-         239.21  (meters)          (06/21/02) GPS OBS
 KY3571  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KY3571
 KY3571  HORZ ORDER  -  THIRD
 KY3571  ELLP ORDER  -  FOURTH    CLASS I
 KY3571
 KY3571.The horizontal coordinates were established by GPS observations
 KY3571.and adjusted by the National Geodetic Survey in June 2002..
 KY3571
 KY3571.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3571
 KY3571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3571
 KY3571.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3571
 KY3571.The ellipsoidal height was determined by GPS observations
 KY3571.and is referenced to NAD 83.
 KY3571
 KY3571.The geoid height was determined by GEOID03.
 KY3571
 KY3571;                    North         East     Units Scale Factor Converg.
 KY3571;SPC PA S     -   165,876.124   396,626.291   MT  0.99997828   -1 33 49.8
 KY3571;SPC PA S     -   544,211.92  1,301,264.76   sFT  0.99997828   -1 33 49.8
 KY3571;UTM  17      - 4,517,140.919   570,823.746   MT  0.99966174   +0 32 55.2
 KY3571
 KY3571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3571!SPC PA S     -   0.99996248  x   0.99997828  =   0.99994076
 KY3571!UTM  17      -   0.99996248  x   0.99966174  =   0.99962423
 KY3571
 KY3571:                Primary Azimuth Mark                     Grid Az
 KY3571:SPC PA S     -  FAA 8G7 A                                166 45 33.5
 KY3571:UTM  17      -  FAA 8G7 A                                164 38 48.5
 KY3571
 KY3571|---------------------------------------------------------------------|
 KY3571| PID    Reference Object                     Distance      Geod. Az  |
 KY3571|                                                           dddmmss.s |
 KY3571| KY3570 FAA 8G7 A                           APPROX. 0.6 KM 1651143.7 |
 KY3571|---------------------------------------------------------------------|
 KY3571
 KY3571                          SUPERSEDED SURVEY CONTROL
 KY3571
 KY3571  NAD 83(1995)-  40 48 07.98557(N)    080 09 37.39581(W) AD(       ) 3
 KY3571  NAD 83(1986)-  40 48 07.99602(N)    080 09 37.39944(W) AD(       ) 3
 KY3571  NAD 83(1986)-  40 47 32.36624(N)    080 09 25.00908(W) AD(       ) 3
 KY3571  NGVD 29 (08/25/92)  273.3    (m)          897.     (f) GPS OBS        
 KY3571
 KY3571.Superseded values are not recommended for survey control.
 KY3571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3571.See file dsdata.txt to determine how the superseded data were derived.
 KY3571
 KY3571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF7082417141(NAD 83)
 KY3571_MARKER: I = METAL ROD
 KY3571_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KY3571_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KY3571_STAMPING: FAA 8G7 B 1990
 KY3571_MARK LOGO: NGS   
 KY3571_PROJECTION: FLUSH
 KY3571_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY3571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3571+SATELLITE: SATELLITE OBSERVATIONS - 1990
 KY3571_ROD/PIPE-DEPTH: 10.4 meters
 KY3571_SLEEVE-DEPTH  : 0.91 meters
 KY3571
 KY3571  HISTORY     - Date     Condition        Report By
 KY3571  HISTORY     - 1990     MONUMENTED       NGS
 KY3571
 KY3571                          STATION DESCRIPTION
 KY3571
 KY3571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 KY3571'THE STATION IS LOCATED ABOUT 2.41 KM (1.50 MI) NORTHEAST OF
 KY3571'ZELIENOPLE, 40.23 KM (25.00 MI) NORTHEAST OF PITTSBURG, 28.96 KM
 KY3571'(17.99 MI) SOUTHEAST OF NEWCASTLE, AT THE ZELIENOPLE MUNICIPAL
 KY3571'AIRPORT ON THE EAST SIDE OF RUNWAY 17 AND ABOUT 0.56 KM (0.35 MI)
 KY3571'NORTH OF THE AIRPORT OFFICE.  OWNERSHIP--CITY OF ZELIENOPLE, C/O DON
 KY3571'NIEDERGALL, AIRPORT MANAGER, ROUTE 288, ZELIENOPLE, PA 16063, PHONE
 KY3571'(412)-452-9963 OR CONTACT JIM HOFFMAN, AIRPORT AUTHORITY BOARD (412)
 KY3571'-452-8300. NOTE--THE AIRPORT IS NOW UNDER CONSTRUCTION AND THE AIRPORT
 KY3571'MANAGER STATES THAT THE AIRPORT OFFICE WILL BE MOVED TO THE WEST SIDE
 KY3571'OF THE RUNWAY AND A NEW APRON WILL BE BUILT, BY THE SPRING OF 1991
 KY3571'AND A NEW TAXIWAY WILL BE INSTALLED ON THE WEST SIDE OF THE RUNWAY
 KY3571'THEREFORE THIS DESCRIPTION WILL BE INADEQUATE BY SPRING OF 1991.
 KY3571'TO REACH THE STATION FROM THE JUNCTION OF COMBINED STATE HIGHWAYS 68
 KY3571'AND 19 (MAIN STREET) AND STATE HIGHWAY 288 (NEW CASTLE STREET) IN
 KY3571'ZELIENOPLE, GO WEST ON STATE HIGHWAY 288 FOR 1.45 KM (0.90 MI) TO THE
 KY3571'JUNCTION OF STATE HIGHWAY 588 ON THE LEFT, CONTINUE AHEAD ON HIGHWAY
 KY3571'288 FOR 0.64 KM (0.40 MI) TO THE AIRPORT ENTRANCE ON THE LEFT, TURN
 KY3571'LEFT AND PASS THRU A GATE AND CONTINUE ON A DIRT ROAD TO THE APRON,
 KY3571'CONTINUE ACROSS THE APRON TO THE JUNCTION OF THE RUNWAY, TURN RIGHT,
 KY3571'NORTH, ON THE RUNWAY FOR 0.56 KM (0.35 MI) TO THE STATION ON THE
 KY3571'RIGHT.
 KY3571'THE STATION IS FLUSH WITH THE GROUND LOCATED 44.6 M (146.3 FT) EAST OF
 KY3571'THE CENTER OF RUNWAY 17 AND 0.3 M (1.0 FT) WEST OF A FIBERGLASS
 KY3571'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3227 ***********************************************************************
 KW3227  DESIGNATION -  FAA N94 A
 KW3227  PID         -  KW3227
 KW3227  STATE/COUNTY-  PA/CUMBERLAND
 KW3227  USGS QUAD   -  CARLISLE (1984)
 KW3227
 KW3227                         *CURRENT SURVEY CONTROL
 KW3227  ___________________________________________________________________
 KW3227* NAD 83(1992)-  40 11 14.89101(N)    077 10 05.86709(W)     ADJUSTED  
 KW3227* NAVD 88     -       154.8    (meters)     508.     (feet)  VERTCON   
 KW3227  ___________________________________________________________________
 KW3227  X           -   1,083,654.979 (meters)                     COMP
 KW3227  Y           -  -4,757,538.599 (meters)                     COMP
 KW3227  Z           -   4,093,987.563 (meters)                     COMP
 KW3227  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 KW3227  ELLIP HEIGHT-         120.80  (meters)          (06/21/02) GPS OBS
 KW3227  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 KW3227
 KW3227  HORZ ORDER  -  THIRD
 KW3227  ELLP ORDER  -  FOURTH    CLASS I
 KW3227
 KW3227.The horizontal coordinates were established by GPS observations
 KW3227.and adjusted by the National Geodetic Survey in June 2002..
 KW3227
 KW3227.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW3227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW3227
 KW3227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KW3227
 KW3227.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3227
 KW3227.The ellipsoidal height was determined by GPS observations
 KW3227.and is referenced to NAD 83.
 KW3227
 KW3227.The geoid height was determined by GEOID03.
 KW3227
 KW3227;                    North         East     Units Scale Factor Converg.
 KW3227;SPC PA S     -    95,001.797   649,535.959   MT  0.99997000   +0 22 38.7
 KW3227;SPC PA S     -   311,685.06  2,131,019.23   sFT  0.99997000   +0 22 38.7
 KW3227;UTM  18      - 4,450,819.268   315,414.555   MT  1.00001944   -1 23 58.5
 KW3227
 KW3227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3227!SPC PA S     -   0.99998105  x   0.99997000  =   0.99995105
 KW3227!UTM  18      -   0.99998105  x   1.00001944  =   1.00000049
 KW3227
 KW3227:                Primary Azimuth Mark                     Grid Az
 KW3227:SPC PA S     -  FAA N94 B                                272 55 21.4
 KW3227:UTM  18      -  FAA N94 B                                274 41 58.6
 KW3227
 KW3227|---------------------------------------------------------------------|
 KW3227| PID    Reference Object                     Distance      Geod. Az  |
 KW3227|                                                           dddmmss.s |
 KW3227| KW3228 FAA N94 B                           APPROX. 0.6 KM 2731800.1 |
 KW3227|---------------------------------------------------------------------|
 KW3227
 KW3227                          SUPERSEDED SURVEY CONTROL
 KW3227
 KW3227  NAD 83(1991)-  40 11 14.88533(N)    077 10 05.87319(W) AD(       ) 3
 KW3227  ELLIP H (01/27/92)  120.78   (m)                       GP(       ) 4 1
 KW3227  NAD 83(1986)-  40 11 14.88531(N)    077 10 05.87325(W) AD(       ) 3
 KW3227  NGVD 29 (06/12/91)  155.0    (m)          509.     (f) GPS OBS        
 KW3227
 KW3227.Superseded values are not recommended for survey control.
 KW3227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3227.See file dsdata.txt to determine how the superseded data were derived.
 KW3227
 KW3227_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK1541550819(NAD 83)
 KW3227_MARKER: I = METAL ROD
 KW3227_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KW3227_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KW3227_STAMPING: FAA N94 A 1990
 KW3227_MARK LOGO: NGS   
 KW3227_PROJECTION: FLUSH
 KW3227_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW3227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW3227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW3227+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 KW3227_ROD/PIPE-DEPTH: 7.0  meters
 KW3227_SLEEVE-DEPTH  : 0.91 meters
 KW3227
 KW3227  HISTORY     - Date     Condition        Report By
 KW3227  HISTORY     - 1990     MONUMENTED       NGS
 KW3227  HISTORY     - 20050727 GOOD             USPSQD
 KW3227
 KW3227                          STATION DESCRIPTION
 KW3227
 KW3227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 KW3227'THE STATION IS LOCATED ON THE SOUTHEAST SIDE OF CARLISLE, AT THE
 KW3227'CARLISLE MUNICIPAL AIRPORT AND ON THE WEST SIDE OF THE MOUND OF EARTH
 KW3227'AROUND THE WINDSOCK.  OWNERSHIP--BUSINESS AIRPORT CORP. 1234 ASPER
 KW3227'DRIVE, BOILLING SPRINGS, PA 17013, PHONE 717-258-6866, AIRPORT
 KW3227'MANAGER IS JAY SHETTEL, PHONE 717-243-2133.
 KW3227'TO REACH THE STATION FROM THE NORTHBOUND LANE OF INTERSTATE HIGHWAY 81
 KW3227'AND YORK ROAD (EXIT 15), TURN LEFT, NORTHWEST, FOR 0.4 KM (0.2 MI) TO
 KW3227'THE JUNCTION OF PETERSBURG ROAD ON THE LEFT, TURN LEFT,
 KW3227'SOUTHEASTERLY, ON PETERSBURG ROAD FOR 0.8 KM (0.5 MI) TO THE AIRPORT
 KW3227'ENTRANCE ON THE RIGHT, TURN RIGHT, WEST, ON THE ENTRANCE ROAD FOR
 KW3227'0.16 KM (0.10 MI) TO A PAVED ROAD AND THE AIRPORT OFFICE ON THE LEFT,
 KW3227'TURN LEFT, SOUTHEAST, PAST THE OFFICE AND ONTO THE APRON.  CONTINUE
 KW3227'TO THE TAXIWAY AND TO THE JUNCTION OF RUNWAY 28, CROSS THE RUNWAY TO
 KW3227'THE WEST SIDE OF THE WINDSOCK AND THE STATION ON THE LEFT.
 KW3227'THE STATION IS FLUSH WITH THE GROUND AND LOCATED 34.5 M (113.2 FT)
 KW3227'SOUTH OF THE CENTER OF RUNWAY 28, 13.2 M (43.3 FT) WEST OF THE METAL
 KW3227'POLE SUPPORTING THE WINDSOCK, 10.55 M (34.61 FT) NORTH OF A
 KW3227'RIGHT-OF-WAY FENCE AND 0.2 M (0.7 FT) NORTH OF A FIBERGLASS WITNESS
 KW3227'POST.
 KW3227
 KW3227                          STATION RECOVERY (2005)
 KW3227
 KW3227'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPP)
 KW3227'THE AIRPORT MANAGER IS NOW RUSSELL CAREY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3228 ***********************************************************************
 KW3228  DESIGNATION -  FAA N94 B
 KW3228  PID         -  KW3228
 KW3228  STATE/COUNTY-  PA/CUMBERLAND
 KW3228  USGS QUAD   -  CARLISLE (1984)
 KW3228
 KW3228                         *CURRENT SURVEY CONTROL
 KW3228  ___________________________________________________________________
 KW3228* NAD 83(1992)-  40 11 15.97014(N)    077 10 30.28597(W)     ADJUSTED  
 KW3228* NAVD 88     -       151.3    (meters)     496.     (feet)  VERTCON   
 KW3228  ___________________________________________________________________
 KW3228  X           -   1,083,086.384 (meters)                     COMP
 KW3228  Y           -  -4,757,643.306 (meters)                     COMP
 KW3228  Z           -   4,094,010.732 (meters)                     COMP
 KW3228  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 KW3228  ELLIP HEIGHT-         117.30  (meters)          (01/27/92) GPS OBS
 KW3228  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 KW3228
 KW3228  HORZ ORDER  -  THIRD
 KW3228  ELLP ORDER  -  FOURTH    CLASS I
 KW3228
 KW3228.The horizontal coordinates were established by GPS observations
 KW3228.and adjusted by the National Geodetic Survey in June 2002..
 KW3228
 KW3228.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW3228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW3228
 KW3228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KW3228
 KW3228.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3228
 KW3228.The ellipsoidal height was determined by GPS observations
 KW3228.and is referenced to NAD 83.
 KW3228
 KW3228.The geoid height was determined by GEOID03.
 KW3228
 KW3228;                    North         East     Units Scale Factor Converg.
 KW3228;SPC PA S     -    95,031.298   648,958.131   MT  0.99996997   +0 22 22.8
 KW3228;SPC PA S     -   311,781.85  2,129,123.47   sFT  0.99996997   +0 22 22.8
 KW3228;UTM  18      - 4,450,866.674   314,837.890   MT  1.00002207   -1 24 14.3
 KW3228
 KW3228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3228!SPC PA S     -   0.99998160  x   0.99996997  =   0.99995157
 KW3228!UTM  18      -   0.99998160  x   1.00002207  =   1.00000367
 KW3228
 KW3228:                Primary Azimuth Mark                     Grid Az
 KW3228:SPC PA S     -  FAA N94 A                                092 55 21.5
 KW3228:UTM  18      -  FAA N94 A                                094 41 58.6
 KW3228
 KW3228|---------------------------------------------------------------------|
 KW3228| PID    Reference Object                     Distance      Geod. Az  |
 KW3228|                                                           dddmmss.s |
 KW3228| KW3227 FAA N94 A                           APPROX. 0.6 KM 0931744.3 |
 KW3228|---------------------------------------------------------------------|
 KW3228
 KW3228                          SUPERSEDED SURVEY CONTROL
 KW3228
 KW3228  NAD 83(1992)-  40 11 15.96446(N)    077 10 30.29207(W) AD(       ) 3
 KW3228  NAD 83(1986)-  40 11 13.80475(N)    077 09 41.45461(W) AD(       ) 3
 KW3228  NGVD 29 (08/25/92)  151.5    (m)          497.     (f) GPS OBS        
 KW3228
 KW3228.Superseded values are not recommended for survey control.
 KW3228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3228.See file dsdata.txt to determine how the superseded data were derived.
 KW3228
 KW3228_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK1483850867(NAD 83)
 KW3228_MARKER: DZ = AZIMUTH MARK DISK
 KW3228_SETTING: 66 = SET IN ROCK OUTCROP
 KW3228_SP_SET: ROCK OUTCROP
 KW3228_STAMPING: FAA N94 B 1990
 KW3228_MARK LOGO: NGS   
 KW3228_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW3228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW3228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW3228+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 KW3228
 KW3228  HISTORY     - Date     Condition        Report By
 KW3228  HISTORY     - 1990     MONUMENTED       NGS
 KW3228  HISTORY     - 20050727 GOOD             USPSQD
 KW3228
 KW3228                          STATION DESCRIPTION
 KW3228
 KW3228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 KW3228'THE STATION IS LOCATED ON THE SOUTHEAST SIDE OF CARLISLE, AT THE
 KW3228'CARLISLE MUNICIPAL AIRPORT, ON THE SOUTH SIDE OF THE RUNWAY AND
 KW3228'WEST-SOUTHWEST OF A TELEPHONE JUNCTION BOX.  OWNERSHIP--BUSINESS
 KW3228'AIRPORT CORP., 1234 ASPER DRIVE, BOILLING SPRINGS, PA 17013, PHONE
 KW3228'717-258-6866, AIRPORT MANAGER IS JAY SHETTEL, PHONE 717-243-2133.
 KW3228'TO REACH THE STATION FROM THE NORTHBOUND LANE OF INTERSTATE HIGHWAY 81
 KW3228'AND YORK ROAD (EXIT 15), TURN LEFT, NORTHWEST, FOR 0.4 KM (0.2 MI) TO
 KW3228'THE JUNCTION OF PETERSBURG ROAD ON THE LEFT, TURN LEFT,
 KW3228'SOUTHEASTERLY, ON PETERSBURG ROAD FOR 0.8 KM (0.5 MI) TO THE AIRPORT
 KW3228'ENTRANCE ON THE RIGHT, TURN RIGHT, WEST, ON THE ENTRANCE ROAD FOR
 KW3228'0.16 KM (0.10 MI) TO A PAVED ROAD AND THE AIRPORT OFFICE ON THE LEFT,
 KW3228'TURN LEFT, SOUTHEAST, PAST THE OFFICE AND ONTO THE APRON.  CONTINUE
 KW3228'TO THE TAXIWAY AND TO THE JUNCTION OF RUNWAY 28, TURN RIGHT ONTO THE
 KW3228'RUNWAY FOR 0.64 KM (0.40 MI) TO THE STATION ON THE LEFT.
 KW3228'THE STATION IS FLUSH WITH THE GROUND AND IN TOP OF EXPOSED OUTCROP 10
 KW3228'FOOT LONG AND 2 FOOT WIDE, 25.1 M (82.3 FT) NORTH OF A RIGHT-OF WAY
 KW3228'FENCE, 18.2 M (59.7 FT) SOUTH OF THE CENTER OF THE RUNWAY, 7.5 M
 KW3228'(24.6 FT) WEST-SOUTHWEST OF A TELEPHONE CABLE JUNCTION BOX AND 0.35 M
 KW3228'(1.15 FT) NORTHEAST OF A FIBERGLASS WITNESS POST.
 KW3228
 KW3228                          STATION RECOVERY (2005)
 KW3228
 KW3228'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPP)
 KW3228'THE AIRPORT MANAGER IS NOW RUSSELL CAREY. THE WITNESS POST IS LAYING
 KW3228'FLAT ON THE GROUND NEXT TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2863 ***********************************************************************
 LY2863  PACS        -  This is a Primary Airport Control Station.
 LY2863  DESIGNATION -  FAA WBW A
 LY2863  PID         -  LY2863
 LY2863  STATE/COUNTY-  PA/LUZERNE
 LY2863  USGS QUAD   -  PITTSTON (1994)
 LY2863
 LY2863                         *CURRENT SURVEY CONTROL
 LY2863  ___________________________________________________________________
 LY2863* NAD 83(1996)-  41 17 51.65360(N)    075 51 03.19020(W)     ADJUSTED  
 LY2863* NAVD 88     -       164.85   (meters)     540.8    (feet)  GPS OBS   
 LY2863  ___________________________________________________________________
 LY2863  X           -   1,173,082.429 (meters)                     COMP
 LY2863  Y           -  -4,653,351.089 (meters)                     COMP
 LY2863  Z           -   4,187,404.932 (meters)                     COMP
 LY2863  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 LY2863  ELLIP HEIGHT-         133.07  (meters)          (02/04/04) GPS OBS
 LY2863  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 LY2863
 LY2863  HORZ ORDER  -  B
 LY2863  ELLP ORDER  -  THIRD     CLASS II
 LY2863
 LY2863.This mark is at Wilkes-Barre Wyoming Valley Airport (WBW)
 LY2863
 LY2863.The horizontal coordinates were established by GPS observations
 LY2863.and adjusted by the National Geodetic Survey in February 2004..
 LY2863
 LY2863.The orthometric height was determined by GPS observations and a
 LY2863.high-resolution geoid model.
 LY2863
 LY2863.GPS derived orthometric heights for airport stations designated as
 LY2863.PACS or SACS are published to 2 decimal places.  This maintains
 LY2863.centimeter relative accuracy between the PACS and SACS.  It does
 LY2863.not indicate centimeter accuracy relative to other marks which are
 LY2863.part of the NAVD 88 network.
 LY2863
 LY2863.Photographs are available for this station.
 LY2863
 LY2863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2863
 LY2863.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2863
 LY2863.The ellipsoidal height was determined by GPS observations
 LY2863.and is referenced to NAD 83.
 LY2863
 LY2863.The geoid height was determined by GEOID03.
 LY2863
 LY2863;                    North         East     Units Scale Factor Converg.
 LY2863;SPC PA N     -   127,347.032   759,041.984   MT  0.99995901   +1 15 22.8
 LY2863;SPC PA N     -   417,804.39  2,490,290.24   sFT  0.99995901   +1 15 22.8
 LY2863;UTM  18      - 4,572,152.514   428,761.758   MT  0.99966246   -0 33 41.7
 LY2863
 LY2863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2863!SPC PA N     -   0.99997913  x   0.99995901  =   0.99993814
 LY2863!UTM  18      -   0.99997913  x   0.99966246  =   0.99964159
 LY2863
 LY2863:                Primary Azimuth Mark                     Grid Az
 LY2863:SPC PA N     -  WBW C                                    058 23 22.0
 LY2863:UTM  18      -  WBW C                                    060 12 26.5
 LY2863
 LY2863|---------------------------------------------------------------------|
 LY2863| PID    Reference Object                     Distance      Geod. Az  |
 LY2863|                                                           dddmmss.s |
 LY2863| DG4400 WBW C                               487.018 METERS 0593844.8 |
 LY2863| LY2864 FAA WBW B                           APPROX. 0.6 KM 2801650.8 |
 LY2863|---------------------------------------------------------------------|
 LY2863
 LY2863                          SUPERSEDED SURVEY CONTROL
 LY2863
 LY2863  NAD 83(1992)-  41 17 51.65238(N)    075 51 03.18838(W) AD(       ) 3
 LY2863  ELLIP H (06/21/02)  133.16   (m)                       GP(       ) 4 1
 LY2863  NAD 83(1986)-  41 17 51.64789(N)    075 51 03.18152(W) AD(       ) 3
 LY2863  NGVD 29 (06/12/91)  165.4    (m)          543.     (f) GPS OBS        
 LY2863
 LY2863.Superseded values are not recommended for survey control.
 LY2863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2863.See file dsdata.txt to determine how the superseded data were derived.
 LY2863
 LY2863_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL2876272153(NAD 83)
 LY2863_MARKER: I = METAL ROD
 LY2863_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LY2863_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LY2863_STAMPING: FAA WBW A 1990
 LY2863_MARK LOGO: NGS   
 LY2863_PROJECTION: RECESSED 10 CENTIMETERS
 LY2863_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2863+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2002
 LY2863_ROD/PIPE-DEPTH: 22.6 meters
 LY2863_SLEEVE-DEPTH  : 0.9 meters
 LY2863
 LY2863  HISTORY     - Date     Condition        Report By
 LY2863  HISTORY     - 1990     MONUMENTED       NGS
 LY2863  HISTORY     - 19991112 GOOD             NGS
 LY2863  HISTORY     - 20021103 GOOD             NGS
 LY2863  HISTORY     - 20021103 GOOD             NGS
 LY2863
 LY2863                          STATION DESCRIPTION
 LY2863
 LY2863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 LY2863'THE STATION IS LOCATED ON THE EAST SIDE OF STATE HIGHWAY 11 IN
 LY2863'WYOMING, 4.8 KM (3.0 MI) NORTH-NORTHEAST AND ACROSS THE SUSQUEHANNA
 LY2863'FROM WILKES BARRE, 6.8 KM (4.2 MI) SOUTH OF PITTSTON, AT THE WILKES
 LY2863'BARRE/WYOMING VALLEY AIRPORT AND IN A GRASSY AREA IN THE SOUTHWEST
 LY2863'ANGLE OF THE JUNCTION OF RUNWAYS.  OWNERSHIP--LUZERNE COUNTY, COUNTY
 LY2863'COURTHOUSE, WILKES BARRE, PA 18711, PHONE 717-825-1500, AIRPORT
 LY2863'MANAGER IS MIKE J. YEOSOCK, PHONE 717-288-7611.
 LY2863'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 92, ON
 LY2863'THE EAST SIDE OF PITTSTON, GO SOUTH ON STATE HIGHWAY 11 FOR 6.6 KM
 LY2863'(4.1 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT,
 LY2863'SOUTHEAST ON THE ENTRANCE ROAD FOR 0.16 KM (0.10 MI) TO A GATE ON THE
 LY2863'RIGHT.  TURN RIGHT, WEST, PASSING THRU THE GATE AND ONTO THE APRON.
 LY2863'CONTINUE AHEAD FOR ABOUT 0.08 KM (0.05 MI) TO THE OFFICE ON THE
 LY2863'RIGHT AND THE TAXIWAY LEFT.  TURN LEFT, SOUTHEASTERLY, ONTO THE
 LY2863'TAXIWAY FOR 0.48 KM (0.30 MI) TO THE JUNCTION OF RUNWAY 6, TURN LEFT,
 LY2863'NORTHEASTERLY ON THE RUNWAY FOR 0.48 KM (0.30 MI) TO THE STATION ON
 LY2863'THE LEFT ABOUT 0.08 KM (0.05 MI) BEFORE THE JUNCTION OF RUNWAY 9-27.
 LY2863'THE STATION IS LOCATED 86.6 M (284.1 FT) SOUTHWEST OF THE ASPALT V
 LY2863'FORMED BY THE JUNCTION OF THE RUNWAYS, 29.4 M (96.5 FT) NORTHWEST OF
 LY2863'THE CENTER OF RUNWAY 6.24, 22.0 M (72.2 FT) SOUTHEAST OF THE
 LY2863'SOUTHEAST EDGE OF RUNWAY 9-27 AND 0.3 M (1.0 FT) SOUTHEAST OF A
 LY2863'FIBERGLASS WITNESS POST.
 LY2863
 LY2863                          STATION RECOVERY (1999)
 LY2863
 LY2863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (JMS)
 LY2863'GOOD.
 LY2863
 LY2863                          STATION RECOVERY (2002)
 LY2863
 LY2863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 LY2863'STATION IS LOCATED ON THE EAST SIDE OF US HIGHWAY 11 IN FORTY FORT,
 LY2863'3.0 MILES
 LY2863'NORTH-NORTHEAST AND ACROSS THE SUSQUEHANNA RIVER FROM WILKES-BARRE,
 LY2863'4.2 MILES SOUTH
 LY2863'OF PITTSTON, AT THE WILKES-BARRE WYOMING VALLEY AIRPORT IN A GRASSY
 LY2863'AREA IN THE
 LY2863'SOUTHWEST ANGLE OF THE JUNCTION OF THE RUNWAYS.  OWNERSHIP -- LUZERNE
 LY2863'COUNTY.
 LY2863'AIRPORT MANAGER IS JOE MELLUZZO, PHONE 570 288 3257.
 LY2863' 
 LY2863'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 11 AND STATE
 LY2863'HIGHWAY 92 NORTH
 LY2863'ACROSS THE SUSQUEHANNA RIVER FROM PITTSTON IN WEST PITTSTON, GO SOUTH
 LY2863'ON HIGHWAY 11
 LY2863'FOR 4.1 MILES TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND
 LY2863'GO SOUTHEAST ON
 LY2863'THE ENTRANCE ROAD FOR 0.05 MILE TO A GATE ON THE RIGHT NEAR A LARGE
 LY2863'HANGAR.  TURN RIGHT
 LY2863'PASS THROUGH THE GATE, AND GO WEST ACROSS APRON FOR 0.05 MILE TO
 LY2863'AIRPORT OFFICE ON THE
 LY2863'RIGHT AND A TAXIWAY ON THE LEFT.  TURN LEFT AND GO SOUTHEAST ON THE
 LY2863'TAXIWAY FOR 0.3 MILE
 LY2863'TO THE JUNCTION OF RUNWAY 7 - 25.  TURN LEFT AND GO NORTHEAST ON THE
 LY2863'RUNWAY FOR 0.3 MILE
 LY2863'TO THE STATION ON THE LEFT ABOUT 0.1 MILE NORTHEAST OF THE WINDSOCK
 LY2863'AND 0.05 MILE
 LY2863'SOUTHWEST OF THE JUNCTION OF RUNWAY 9 - 27.
 LY2863' 
 LY2863'STATION IS 284.1 FEET SOUTHWEST OF THE ASPHALT V FORMED BY THE
 LY2863'JUNCTION OF THE
 LY2863'RUNWAYS, 96.5 FEET NORTHWEST OF THE CENTER OF RUNWAY 7 - 25, 72.2 FEET
 LY2863'SOUTHEAST OF THE
 LY2863'SOUTH EDGE OF RUNWAY 9 - 27 AND 1.0 FOOT SOUTH-SOUTHEAST OF A
 LY2863'FIBERGLASS WITNESS POST.
 LY2863'NOTE  SLEEVE DEPTH DOES NOT MEET THE REQUIREMENTS OF A CLASS A ROD.
 LY2863'THIS IS THE
 LY2863'PRIMARY AIRPORT CONTROL STATION PACS.
 LY2863' 
 LY2863'
 LY2863'
 LY2863
 LY2863                          STATION RECOVERY (2002)
 LY2863
 LY2863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 LY2863'RECOVERED AS DESCRIBED.
 LY2863'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2864 ***********************************************************************
 LY2864  DESIGNATION -  FAA WBW B
 LY2864  PID         -  LY2864
 LY2864  STATE/COUNTY-  PA/LUZERNE
 LY2864  USGS QUAD   -  PITTSTON (1994)
 LY2864
 LY2864                         *CURRENT SURVEY CONTROL
 LY2864  ___________________________________________________________________
 LY2864* NAD 83(1992)-  41 17 55.01511(N)    075 51 27.77709(W)     ADJUSTED  
 LY2864* NAVD 88     -       164.6    (meters)     540.     (feet)  VERTCON   
 LY2864  ___________________________________________________________________
 LY2864  X           -   1,172,510.933 (meters)                     COMP
 LY2864  Y           -  -4,653,424.192 (meters)                     COMP
 LY2864  Z           -   4,187,482.546 (meters)                     COMP
 LY2864  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 LY2864  ELLIP HEIGHT-         132.62  (meters)          (06/21/02) GPS OBS
 LY2864  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 LY2864
 LY2864  HORZ ORDER  -  THIRD
 LY2864  ELLP ORDER  -  FOURTH    CLASS I
 LY2864
 LY2864.The horizontal coordinates were established by GPS observations
 LY2864.and adjusted by the National Geodetic Survey in June 2002..
 LY2864
 LY2864.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2864
 LY2864.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2864
 LY2864.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2864
 LY2864.The ellipsoidal height was determined by GPS observations
 LY2864.and is referenced to NAD 83.
 LY2864
 LY2864.The geoid height was determined by GEOID03.
 LY2864
 LY2864;                    North         East     Units Scale Factor Converg.
 LY2864;SPC PA N     -   127,438.186   758,467.855   MT  0.99995898   +1 15 06.6
 LY2864;SPC PA N     -   418,103.45  2,488,406.62   sFT  0.99995898   +1 15 06.6
 LY2864;UTM  18      - 4,572,261.804   428,190.978   MT  0.99966346   -0 33 58.0
 LY2864
 LY2864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2864!SPC PA N     -   0.99997920  x   0.99995898  =   0.99993818
 LY2864!UTM  18      -   0.99997920  x   0.99966346  =   0.99964267
 LY2864
 LY2864:                Primary Azimuth Mark                     Grid Az
 LY2864:SPC PA N     -  FAA WBW A                                099 01 28.0
 LY2864:UTM  18      -  FAA WBW A                                100 50 32.6
 LY2864
 LY2864|---------------------------------------------------------------------|
 LY2864| PID    Reference Object                     Distance      Geod. Az  |
 LY2864|                                                           dddmmss.s |
 LY2864| LY2863 FAA WBW A                           APPROX. 0.6 KM 1001634.6 |
 LY2864|---------------------------------------------------------------------|
 LY2864
 LY2864                          SUPERSEDED SURVEY CONTROL
 LY2864
 LY2864  NAD 83(1986)-  41 17 55.01062(N)    075 51 27.77023(W) AD(       ) 3
 LY2864  NAD 83(1986)-  41 17 48.28370(N)    075 50 38.59351(W) AD(       ) 3
 LY2864  NGVD 29 (08/25/92)  164.8    (m)          541.     (f) GPS OBS        
 LY2864
 LY2864.Superseded values are not recommended for survey control.
 LY2864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2864.See file dsdata.txt to determine how the superseded data were derived.
 LY2864
 LY2864_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL2819172262(NAD 83)
 LY2864_MARKER: DH = HORIZONTAL CONTROL DISK
 LY2864_SETTING: 0 = UNSPECIFIED SETTING
 LY2864_STAMPING: FAA WBW B 1990
 LY2864_MARK LOGO: NGS   
 LY2864_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY2864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2864+SATELLITE: SATELLITE OBSERVATIONS - 1990
 LY2864
 LY2864  HISTORY     - Date     Condition        Report By
 LY2864  HISTORY     - 1990     MONUMENTED       NGS
 LY2864  HISTORY     - 20031103 MARK NOT FOUND   NGS
 LY2864
 LY2864                          STATION DESCRIPTION
 LY2864
 LY2864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 LY2864'THE STATION IS LOCATED ON THE EAST SIDE OF STATE HIGHWAY 11 IN
 LY2864'WYOMING, 4.8 KM (3.0 MI) NORTH-NORTHEAST AND ACROSS THE SUSQUEHANNA
 LY2864'FROM WILKES BARRE, 6.8 KM (4.2 MI) SOUTH OF PITTSTON AND AT THE
 LY2864'WILKES BARRE/WYOMING VALLEY AIRPORT.  OWNERSHIP--LUZERNE COUNTY,
 LY2864'COUNTY COURTHOUSE, WILKES BARRE, PA 18711, PHONE 717-825-1500,
 LY2864'AIRPORT MANAGER IS MIKE J. YEOSOCK, PHONE 717-288-7611.
 LY2864'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 92, ON
 LY2864'THE EAST SIDE OF PITTSTON, GO SOUTH ON STATE HIGHWAY 11 FOR 6.6 KM
 LY2864'(4.1 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT,
 LY2864'SOUTHEAST ON THE ENTRANCE ROAD FOR 0.16 KM (0.10 MI) TO A GATE ON THE
 LY2864'RIGHT.  TURN RIGHT, WEST, PASSING THRU THE GATE AND ONTO THE APRON.
 LY2864'TURN LEFT AND GO 0.05 KM (0.03 MI) TO A FUELING STATION AND THE MARK
 LY2864'IN THE SOUTHWEST CORNER OF CONCRETE COVER FOR FUEL TANKS.
 LY2864'THE STATION IS LOCATED AT THE FUELING STATION FOR AIRPLANES AND NEAR
 LY2864'THE AIRPORT OFFICE AND IN THE CONCRETE COVER FOR FEUL TANKS.
 LY2864
 LY2864                          STATION RECOVERY (2003)
 LY2864
 LY2864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JDD)
 LY2864'STATION PRESUMED DESTROYED WHEN UNDERGROUND FUEL TANKS WERE REMOVED
 LY2864'AND REPLACED BY PRESENT ABOVE GROUND TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2846 ***********************************************************************
 LY2846  DESIGNATION -  FACTPORT
 LY2846  PID         -  LY2846
 LY2846  STATE/COUNTY-  PA/LACKAWANNA
 LY2846  USGS QUAD   -  FACTORYVILLE (1994)
 LY2846
 LY2846                         *CURRENT SURVEY CONTROL
 LY2846  ___________________________________________________________________
 LY2846* NAD 83(1992)-  41 35 26.17230(N)    075 45 20.25311(W)     ADJUSTED  
 LY2846* NAVD 88     -       365.0    (meters)    1198.     (feet)  VERTCON   
 LY2846  ___________________________________________________________________
 LY2846  X           -   1,175,555.878 (meters)                     COMP
 LY2846  Y           -  -4,630,668.096 (meters)                     COMP
 LY2846  Z           -   4,211,924.888 (meters)                     COMP
 LY2846  LAPLACE CORR-           4.51  (seconds)                    DEFLEC99
 LY2846  ELLIP HEIGHT-         333.38  (meters)          (06/21/02) GPS OBS
 LY2846  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 LY2846
 LY2846  HORZ ORDER  -  THIRD
 LY2846  ELLP ORDER  -  FOURTH    CLASS I
 LY2846
 LY2846.The horizontal coordinates were established by GPS observations
 LY2846.and adjusted by the National Geodetic Survey in June 2002..
 LY2846
 LY2846.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2846
 LY2846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2846
 LY2846.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2846
 LY2846.The ellipsoidal height was determined by GPS observations
 LY2846.and is referenced to NAD 83.
 LY2846
 LY2846.The geoid height was determined by GEOID03.
 LY2846
 LY2846;                    North         East     Units Scale Factor Converg.
 LY2846;SPC PA N     -   160,048.991   766,269.181   MT  0.99996140   +1 19 09.7
 LY2846;SPC PA N     -   525,094.06  2,514,001.47   sFT  0.99996140   +1 19 09.7
 LY2846;UTM  18      - 4,604,598.695   437,021.131   MT  0.99964881   -0 30 05.8
 LY2846
 LY2846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2846!SPC PA N     -   0.99994771  x   0.99996140  =   0.99990911
 LY2846!UTM  18      -   0.99994771  x   0.99964881  =   0.99959654
 LY2846
 LY2846:                Primary Azimuth Mark                     Grid Az
 LY2846:SPC PA N     -  FACTPORT AZ MK                           201 21 51.9
 LY2846:UTM  18      -  FACTPORT AZ MK                           203 11 07.4
 LY2846
 LY2846|---------------------------------------------------------------------|
 LY2846| PID    Reference Object                     Distance      Geod. Az  |
 LY2846|                                                           dddmmss.s |
 LY2846| LY2847 FACTPORT AZ MK                      409.612 METERS 2024101.6 |
 LY2846|---------------------------------------------------------------------|
 LY2846
 LY2846                          SUPERSEDED SURVEY CONTROL
 LY2846
 LY2846  NAD 83(1996)-  41 35 26.17223(N)    075 45 20.25143(W) AD(       ) 3
 LY2846  NAD 83(1986)-  41 35 26.16530(N)    075 45 20.24187(W) AD(       ) 3
 LY2846  NGVD 29 (09/11/89)  365.2    (m)         1198.     (f) GPS OBS        
 LY2846
 LY2846.Superseded values are not recommended for survey control.
 LY2846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2846.See file dsdata.txt to determine how the superseded data were derived.
 LY2846
 LY2846_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM3702104599(NAD 83)
 LY2846_MARKER: DH = HORIZONTAL CONTROL DISK
 LY2846_SETTING: 66 = SET IN ROCK OUTCROP
 LY2846_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LY2846_STAMPING: FACTPORT 1988
 LY2846_MARK LOGO: NGS   
 LY2846_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2846_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2846+STABILITY: POSITION/ELEVATION WELL
 LY2846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2846+SATELLITE: SATELLITE OBSERVATIONS - 1988
 LY2846
 LY2846  HISTORY     - Date     Condition        Report By
 LY2846  HISTORY     - 1988     MONUMENTED       NGS
 LY2846
 LY2846                          STATION DESCRIPTION
 LY2846
 LY2846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LY2846'THE STATION IS LOCATED ABOUT 3.6 KM (2.25 MI) NORTHEAST OF
 LY2846'FACTORYVILLE. 1.1 KM (0.70 MI) SOUTHEAST OF THE SOUTHWEST TIP OF LAKE
 LY2846'SHERIDAN, AT THE FACTORYVILLE AIRPORT, IN THE TOP OF A FLUSH EXPOSURE
 LY2846'OF OUTCROP ON THE SOUTHEAST SLOPE OF A PREDOMINENTLY ROCK CUT ON THE
 LY2846'NORTHWEST EDGE OF THE SINGLE ASPHALT RUNWAY ABOUT 0.2 KM (0.10 MI)
 LY2846'SOUTHWEST FROM THE NORTHEAST END OF THE RUNWAY AND DIRECTLY ACROSS THE
 LY2846'RUNWAY FROM THE NORTHEAST JUNCTION OF THE PARALLEL TAXIWAY AND THE
 LY2846'RUNWAY.
 LY2846'OWNERSHIP--ROBERT T. SEAMANS, P.O. BOX 462, FACTORYVILLE PA 18419.
 LY2846'PHONE 717-945-5125.
 LY2846'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND 11 ON
 LY2846'THE WEST SIDE OF FACTORYVILLE, GO EAST FOR 1.0 KM (0.60 MI) ON
 LY2846'HIGHWAYS 6 AND 11 TO THE JUNCTION OF STATE HIGHWAY 107 ON THE LEFT.
 LY2846'CONTINUE STRAIGHT AHEAD AND GO SOUTHEAST FOR 0.8 KM (0.50 MI) ON
 LY2846'HIGHWAYS 6 AND 11 TO A PAVED CROSSROAD AT A TRAFFIC LIGHT.  TURN LEFT
 LY2846'AND THEN RIGHT AND GO NORTHEAST FOR 1.4 KM (0.85 MI) ON STATE ROAD
 LY2846'1033 TO THE WYOMING-LACKAWANNA COUNTY LINE.  CONTINUE STRAIGHT AHEAD
 LY2846'AND GO NORTHEAST FOR 2.6 KM (1.60 MI) ON STATE ROAD 4005 TO A PAVED
 LY2846'SIDE ROAD ON THE LEFT.  TURN LEFT AND GO NORTHWEST FOR 0.3 KM
 LY2846'(0.20 MI) ON THE PAVED AIRPORT ENTRANCE ROAD TO THE PARALLEL TAXIWAY
 LY2846'JUST BEFORE REACHING THE RUNWAY.  TURN RIGHT AND GO NORTHEAST FOR 0.4
 LY2846'KM (0.25 MI) ON THE PARALLEL TAXIWAY TO THE RUNWAY.  TURN LEFT AND GO
 LY2846'NORTHWEST FOR 0.1 KM (0.05 MI) ACROSS THE RUNWAY TO THE STATION
 LY2846'STRAIGHT AHEAD ON THE NORTHWEST SIDE OF THE RUNWAY.
 LY2846'THE STATION IS A STANDARD NGS DISK SET INTO A DRILL HOLE IN THE TOP OF
 LY2846'THE SOUTHEAST EDGE OF A 0.6 BY 1.1 METER EXPOSURE OF OUTCROP FLUSH
 LY2846'WITH THE GROUND AND ABOUT LEVEL WITH THE RUNWAY.  LOCATED 42.8 M
 LY2846'(140.4 FT) WEST-SOUTHWEST FROM THE FIRST WHITE RUNWAY LIGHT ON THE
 LY2846'NORTHWEST SIDE OF THE RUNWAY NORTHEAST FROM THE JUNCTION OF THE
 LY2846'TAXIWAY, 23.7 M (77.8 FT) NORTH FROM THE FIRST WHITE RUNWAY LIGHT ON
 LY2846'THE NORTHWEST SIDE OF THE RUNWAY SOUTHWEST THE JUNCTION, 22.1 M
 LY2846'(72.5 FT) NORTHWEST FROM THE CENTER OF THE RUNWAY, AND 0.4 M (1.3 FT)
 LY2846'SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 LY2846'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2847 ***********************************************************************
 LY2847  DESIGNATION -  FACTPORT AZ MK
 LY2847  PID         -  LY2847
 LY2847  STATE/COUNTY-  PA/LACKAWANNA
 LY2847  USGS QUAD   -  FACTORYVILLE (1994)
 LY2847
 LY2847                         *CURRENT SURVEY CONTROL
 LY2847  ___________________________________________________________________
 LY2847* NAD 83(1992)-  41 35 13.92234(N)    075 45 27.07304(W)     ADJUSTED  
 LY2847* NAVD 88     -       361.5    (meters)    1186.     (feet)  VERTCON   
 LY2847  ___________________________________________________________________
 LY2847  X           -   1,175,463.833 (meters)                     COMP
 LY2847  Y           -  -4,630,947.531 (meters)                     COMP
 LY2847  Z           -   4,211,639.834 (meters)                     COMP
 LY2847  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 LY2847  ELLIP HEIGHT-         329.80  (meters)          (06/21/02) GPS OBS
 LY2847  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 LY2847
 LY2847  HORZ ORDER  -  THIRD
 LY2847  ELLP ORDER  -  FOURTH    CLASS I
 LY2847
 LY2847.The horizontal coordinates were established by GPS observations
 LY2847.and adjusted by the National Geodetic Survey in June 2002..
 LY2847
 LY2847.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2847
 LY2847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2847
 LY2847.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2847
 LY2847.The ellipsoidal height was determined by GPS observations
 LY2847.and is referenced to NAD 83.
 LY2847
 LY2847.The geoid height was determined by GEOID03.
 LY2847
 LY2847;                    North         East     Units Scale Factor Converg.
 LY2847;SPC PA N     -   159,667.541   766,119.966   MT  0.99996122   +1 19 05.2
 LY2847;SPC PA N     -   523,842.59  2,513,511.92   sFT  0.99996122   +1 19 05.2
 LY2847;UTM  18      - 4,604,222.297   436,859.921   MT  0.99964906   -0 30 10.2
 LY2847
 LY2847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2847!SPC PA N     -   0.99994827  x   0.99996122  =   0.99990950
 LY2847!UTM  18      -   0.99994827  x   0.99964906  =   0.99959735
 LY2847
 LY2847:                Primary Azimuth Mark                     Grid Az
 LY2847:SPC PA N     -  FACTPORT                                 021 21 51.9
 LY2847:UTM  18      -  FACTPORT                                 023 11 07.3
 LY2847
 LY2847|---------------------------------------------------------------------|
 LY2847| PID    Reference Object                     Distance      Geod. Az  |
 LY2847|                                                           dddmmss.s |
 LY2847| LY2846 FACTPORT                            409.612 METERS 0224057.1 |
 LY2847|---------------------------------------------------------------------|
 LY2847
 LY2847                          SUPERSEDED SURVEY CONTROL
 LY2847
 LY2847  NAD 83(1996)-  41 35 13.92250(N)    075 45 27.07191(W) AD(       ) 3
 LY2847  NAD 83(1986)-  41 35 13.91575(N)    075 45 27.06267(W) AD(       ) 3
 LY2847  NGVD 29 (09/11/89)  361.8    (m)         1187.     (f) GPS OBS        
 LY2847
 LY2847.Superseded values are not recommended for survey control.
 LY2847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2847.See file dsdata.txt to determine how the superseded data were derived.
 LY2847
 LY2847_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM3686004222(NAD 83)
 LY2847_MARKER: I = METAL ROD
 LY2847_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LY2847_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LY2847_STAMPING: FACTPORT AZ MK 1988
 LY2847_MARK LOGO: NGS   
 LY2847_PROJECTION: FLUSH
 LY2847_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2847_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2847+STABILITY: POSITION/ELEVATION WELL
 LY2847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2847+SATELLITE: SATELLITE OBSERVATIONS - November 13, 1990
 LY2847_ROD/PIPE-DEPTH: 5.3  meters
 LY2847
 LY2847  HISTORY     - Date     Condition        Report By
 LY2847  HISTORY     - 1988     MONUMENTED       NGS
 LY2847  HISTORY     - 19901113 GOOD             NGS
 LY2847
 LY2847                          STATION DESCRIPTION
 LY2847
 LY2847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LY2847'THE STATION IS LOCATED ABOUT 3.4 KM (2.10 MI) NORTHEAST OF
 LY2847'FACTORYVILLE, 1.3 KM (0.80 MI) SOUTHEAST OF THE SOUTHWEST TIP OF LAKE
 LY2847'SHERIDAN, AT THE FACTORYVILLE-SEASMAN FIELD AIRPORT, IN THE WEST ANGLE
 LY2847'OF THE JUNCTION OF THE CROSS TAXIWAYS AND SOUTHWEST END OF THE SINGLE
 LY2847'ASPHALT RUNWAY.
 LY2847'OWNERSHIP--ROBERT T. SEAMANS, P.O. BOSX 462, FACTORYVILLE PA 18419.
 LY2847'PHONE 717-945-5125.
 LY2847'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND 11 ON
 LY2847'THE WEST SIDE OF FACTORYVILLE, GO EAST FOR 1.0 KM (0.60 MI) ON
 LY2847'HIGHWAYS 6 AND 11 TO THE JUNCTION OF STATE HIGHWAY 107 ON THE LEFT.
 LY2847'CONTINUE STRAIGHT AHEAD AND GO SOUTHEAST FOR 0.8 KM (0.50 MI) ON
 LY2847'HIGHWAYS 6 AND 11 TO A PAVED CROSSROAD AT A TRAFFIC LIGHT.  TURN LEFT
 LY2847'AND THEN RIGHT AND GO NORTHEAST FOR 1.4 KM (0.85 MI) ON STATE HIGHWAY
 LY2847'1033 TO THE WYOMING-LACKAWANNA COUNTY LINE.  CONTINUE STRAIGHT AHEAD
 LY2847'AND GO NORTHEAST FOR 2.6 KM (1.60 MI) ON STATE ROAD 4005 TO A PAVED
 LY2847'SIDE ROAD ON THE LEFT.  TURN LEFT AND GO NORTHWEST FOR 0.3 KM
 LY2847'(0.20 MI) ON THE ASPHALT AIRPORT ENTRANCE ROAD AND CROSS TAXIWAY TO
 LY2847'THE STATION ON THE LEFT JUST AFTER CROSSING THE RUNWAY.
 LY2847'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 LY2847'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 5.3 METERS IN A GREASE
 LY2847'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 LY2847'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 LY2847'37.5 M (123.0 FT) NORTH-NORTHEAST FROM THE WEST CORNER OF THE RUNWAY,
 LY2847'19.5 M (64.0 FT) WEST-SOUTHWEST FROM THE CENTER OF THE GRAVEL
 LY2847'CONNECTING TAXIWAY, 14.2 M (46.6 FT) SOUTH-SOUTHWEST FROM THE
 LY2847'SOUTHWEST END OF A 15-CM CULVERT PIPE UNDER THE TAXIWAY, AND 14.0 M
 LY2847'(45.9 FT) NORTHWEST FROM THE CENTER OF THE RUNWAY.
 LY2847'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 LY2847
 LY2847                          STATION RECOVERY (1990)
 LY2847
 LY2847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LY2847'THE STATION IS LOCATED ABOUT 3.4 KM (2.1 MI) NORTHEAST OF FACTORVILLE,
 LY2847'22.5 KM (14.0 MI) NORTHWEST OF SCRANTON, 24.1 KM (15.0 MI) EAST OF
 LY2847'CARBONDALE, AT THE FACTORVILLE/SEAMAN FIELD AIRPORT AND ON THE
 LY2847'NORTHEAST SIDE OF A RUNWAY.  OWNERSHIP--AND AIRPORT MANAGER IS ROBERT
 LY2847'T. SEAMAN, P.O. BOX 462, FACTORVILLE, PA 18410, PHONE 717-945-5125.
 LY2847'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 107 AND
 LY2847'COMBINED STATE HIGHWAYS 6 AND 11, ON THE NORTHWEST SIDE OF
 LY2847'FACTORVILLE, GO SOUTHEASTERLY ON STATE HIGHWAYS 6 AND 11 FOR 0.8 KM
 LY2847'(0.5 MI) TO A TRAFFIC LIGHT, TURN LEFT, AND THEN RIGHT,
 LY2847'NORTHEASTERLY, ON MATHEWSON TERRACE ROAD FOR 2.6 KM (1.6 MI) TO THE
 LY2847'WYOMING AND LACKAWANNA COUNTY LINE, CONTINUE AHEAD ON LACKAWANNA
 LY2847'COUNTY ROAD 4005 FOR 2.5 KM (1.6 MI) TO THE AIRPORT ENTRANCE ROAD ON
 LY2847'THE LEFT.  TURN LEFT, NORTHERLY, ON THE ENTRANCE ROAD FOR 0.3 KM
 LY2847'(0.2 MI) TO THE AIRPORT OFFICE (A HOUSE TRAILER)ON THE LEFT, CONTINUE
 LY2847'AHEAD ON THE TAXIWAY TO THE JUNCTION OF THE RUNWAY, CONTINUE AHEAD
 LY2847'CROSSING THE RUNWAY ONTO A GRAVEL TAXIWAY AND THE STATION ON LEFT.
 LY2847'THE STATION IS LOCATED 19.5 M (64.0 FT) WEST-SOUTHWEST OF THE CENTER
 LY2847'OF GRAVELED TAXIWAY, 14.0 M (45.9 FT) NORTHWEST OF THE CENTER OF THE
 LY2847'RUNWAY AND 0.3 M (1.0 FT) EAST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1881 ***********************************************************************
 MA1881  DESIGNATION -  FAGUN
 MA1881  PID         -  MA1881
 MA1881  STATE/COUNTY-  PA/WARREN
 MA1881  USGS QUAD   -  TIDIOUTE (1977)
 MA1881
 MA1881                         *CURRENT SURVEY CONTROL
 MA1881  ___________________________________________________________________
 MA1881* NAD 83(1992)-  41 37 38.72225(N)    079 25 52.30211(W)     ADJUSTED  
 MA1881* NAVD 88     -       526.     (meters)    1726.     (feet)  SCALED    
 MA1881  ___________________________________________________________________
 MA1881  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 MA1881  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MA1881
 MA1881  HORZ ORDER  -  FIRST
 MA1881
 MA1881.The horizontal coordinates were established by classical geodetic methods
 MA1881.and adjusted by the National Geodetic Survey in June 2002..
 MA1881
 MA1881.The orthometric height was scaled from a topographic map.
 MA1881
 MA1881.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1881
 MA1881.The geoid height was determined by GEOID03.
 MA1881
 MA1881;                    North         East     Units Scale Factor Converg.
 MA1881;SPC PA N     -   163,583.415   459,916.066   MT  0.99996354   -1 06 43.8
 MA1881;SPC PA N     -   536,689.92  1,508,907.96   sFT  0.99996354   -1 06 43.8
 MA1881;UTM  17      - 4,609,599.377   630,681.775   MT  0.99981016   +1 02 32.2
 MA1881
 MA1881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1881!SPC PA N     -   0.99992270  x   0.99996354  =   0.99988625
 MA1881!UTM  17      -   0.99992270  x   0.99981016  =   0.99973288
 MA1881
 MA1881|---------------------------------------------------------------------|
 MA1881| PID    Reference Object                     Distance      Geod. Az  |
 MA1881|                                                           dddmmss.s |
 MA1881| CX4461 FAGUN RM 1                           30.567 METERS 00250     |
 MA1881| CX4462 FAGUN RM 2                           25.180 METERS 09634     |
 MA1881| CX4460 FAGUN AZ MK                                        1411202.6 |
 MA1881| MA2127 TIONESTA                            APPROX. 8.8 KM 2250048.9 |
 MA1881|---------------------------------------------------------------------|
 MA1881
 MA1881                          SUPERSEDED SURVEY CONTROL
 MA1881
 MA1881  NAD 83(1996)-  41 37 38.72401(N)    079 25 52.30178(W) AD(       ) 1
 MA1881  NAD 83(1986)-  41 37 38.72542(N)    079 25 52.30092(W) AD(       ) 1
 MA1881  NAD 27      -  41 37 38.50342(N)    079 25 53.13030(W) AD(       ) 1
 MA1881
 MA1881.Superseded values are not recommended for survey control.
 MA1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1881.See file dsdata.txt to determine how the superseded data were derived.
 MA1881
 MA1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG3068209599(NAD 83)
 MA1881_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA1881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1881
 MA1881  HISTORY     - Date     Condition        Report By
 MA1881  HISTORY     - 1935     MONUMENTED       CGS
 MA1881  HISTORY     - 1959     SEE DESCRIPTION  CGS
 MA1881
 MA1881                          STATION DESCRIPTION
 MA1881
 MA1881'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 MA1881'THE STATION IS 5.2 MILES SOUTH OF TIDIOUTE (BY ROAD) ON PROPERTY
 MA1881'OWNED BY THE CLINGERS OIL AND GAS CO. OF TIDIOUTE.
 MA1881'
 MA1881'TO REACH FROM TIDIOUTE, GO WEST FROM THE BUSINESS SECTION OF TOWN ON
 MA1881'THE ROAD TO ENTERPRISE AND PLEASANTVILLE FOR 2.0 MILES TO A FORK
 MA1881'IN THE ROAD, THE RIGHT FORK GOING TO ENTERPRISE AND THE LEFT FORK
 MA1881'GOING TO WEST HICKORY.  TAKE THE LEFT FORK AND FOLLOW IT FOR 3.2
 MA1881'MILES TO THE STATION.  THE STATION IS ON THE RIGHT (WEST) SIDE OF THE
 MA1881'HIGHWAY, 13.0 METERS WEST OF THE CENTERLINE OF THE HIGHWAY, 5.4
 MA1881'METERS EAST-SOUTHEAST OF A BLAZE ON ONE LIMB OF A QUADRUPLE TREE, 6.9
 MA1881'METERS SOUTH OF THE CENTERLINE OF AN EAST-WEST WOODS ROAD, 22.8
 MA1881'METERS SOUTH OF AN EAST-WEST TELEPHONE LINE, 26.3 METERS WEST OF AN
 MA1881'OIL WELL ON THE EAST SIDE OF THE ROAD.  THE MARK PROJECTS 10 INCHES,
 MA1881'AND IS STAMPED FAGUN 1935.
 MA1881'
 MA1881'REFERENCE MARK NO. 1 IS 30.567 METERS (100.28 FEET) NORTHEAST OF THE
 MA1881'STATION, 5.8 METERS EAST OF THE CENTERLINE OF THE ROAD, 24.2 METERS
 MA1881'NORTHWEST OF THE CENTERLINE OF THE ROAD, PROJECTS 8 INCHES, AND IS
 MA1881'STAMPED FAGUN 1935 NO. 1.
 MA1881'
 MA1881'REFERENCE MARK NO. 2 IS 25.180 METERS (82.61 FEET) SOUTHEAST OF THE
 MA1881'STATION, 9.0 METERS EAST OF THE CENTERLINE OF THE ROAD, 19.4
 MA1881'METERS SOUTH-SOUTHWEST OF AN OIL WELL ON THE EAST SIDE OF THE ROAD,
 MA1881'PROJECTS 10 INCHES, AND IS STAMPED FAGUN 1935 NO. 2.  THE DISTANCE
 MA1881'BETWEEN REFERENCE MARKS IS 133.99 FEET.
 MA1881'
 MA1881'THE AZIMUTH MARK IS 0.1 MILE SOUTHEAST OF THE STATION IN THE
 MA1881'NORTHEAST ANGLE OF THE INTERSECTION FORMED BY THE ROAD PAST THE
 MA1881'STATION AND A T-ROAD WEST.  THE MARK IS 10 PACES SOUTH-SOUTHWEST OF A
 MA1881'15-INCH OAK TREE, 7 PACES NORTH OF THE CENTERLINE OF A WOODS ROAD,
 MA1881'8 PACES EAST OF THE CENTERLINE OF THE HIGHWAY.  A SMALL AMOUNT OF
 MA1881'BRUSH WILL HAVE TO BE CLEARED IN ORDER TO SEE THE MARK FROM THE
 MA1881'GROUND AT THE STATION.  THE MARK PROJECTS 5 INCHES, AND IS STAMPED
 MA1881'FAGUN 1935.
 MA1881'
 MA1881'A 103-FOOT TOWER NECESSARY.
 MA1881'
 MA1881'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE AS DESCRIBED IN
 MA1881'NOTES 1A, 7A AND 11A.
 MA1881
 MA1881                          STATION RECOVERY (1959)
 MA1881
 MA1881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 MA1881'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  AZIMUTH
 MA1881'MARK HAS BEEN DESTROYED.  ANGLE BETWEEN REFERENCE MARKS AND
 MA1881'DISTANCE TO REFERENCE MARKS CHECKED AND FOUND CORRECT.  DESCRIPTION
 MA1881'ADEQUATE AND CORRECT EXCEPT FOR THE FOLLOWING.  QUADRUPLE TREE
 MA1881'WITH BLAZE ON LIMB AND OIL WELL ON EAST SIDE OF ROAD NO LONGER EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1948 ***********************************************************************
 LZ1948  DESIGNATION -  FAIR
 LZ1948  PID         -  LZ1948
 LZ1948  STATE/COUNTY-  PA/LYCOMING
 LZ1948  USGS QUAD   -  HUGHESVILLE (1975)
 LZ1948
 LZ1948                         *CURRENT SURVEY CONTROL
 LZ1948  ___________________________________________________________________
 LZ1948* NAD 83(1992)-  41 13 55.26155(N)    076 43 33.93345(W)     ADJUSTED  
 LZ1948* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 LZ1948  ___________________________________________________________________
 LZ1948  LAPLACE CORR-           5.28  (seconds)                    DEFLEC99
 LZ1948  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 LZ1948
 LZ1948  HORZ ORDER  -  SECOND
 LZ1948
 LZ1948.The horizontal coordinates were established by classical geodetic methods
 LZ1948.and adjusted by the National Geodetic Survey in June 2002..
 LZ1948
 LZ1948.The orthometric height was scaled from a topographic map.
 LZ1948
 LZ1948.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1948
 LZ1948.The geoid height was determined by GEOID03.
 LZ1948
 LZ1948;                    North         East     Units Scale Factor Converg.
 LZ1948;SPC PA N     -   118,818.344   685,838.581   MT  0.99996205   +0 40 38.5
 LZ1948;SPC PA N     -   389,823.18  2,250,122.08   sFT  0.99996205   +0 40 38.5
 LZ1948;UTM  18      - 4,565,950.120   355,340.303   MT  0.99985755   -1 08 16.4
 LZ1948
 LZ1948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1948!SPC PA N     -   0.99997790  x   0.99996205  =   0.99993995
 LZ1948!UTM  18      -   0.99997790  x   0.99985755  =   0.99983546
 LZ1948
 LZ1948|---------------------------------------------------------------------|
 LZ1948| PID    Reference Object                     Distance      Geod. Az  |
 LZ1948|                                                           dddmmss.s |
 LZ1948| CB3286 FAIR RM 1                             9.773 METERS 03757     |
 LZ1948| LZ1946 HUGHESVILLE GEE COMMERCIAL ANT      APPROX. 2.9 KM 1180420.6 |
 LZ1948| LZ1960 MUNCY SPROUT WALDRON CO TANK        APPROX. 6.3 KM 2391953.8 |
 LZ1948| CB3285 FAIR AZ MK                                         2402230.5 |
 LZ1948| CB3287 FAIR RM 2                            14.405 METERS 31524     |
 LZ1948|---------------------------------------------------------------------|
 LZ1948
 LZ1948                          SUPERSEDED SURVEY CONTROL
 LZ1948
 LZ1948  NAD 83(1986)-  41 13 55.25905(N)    076 43 33.93226(W) AD(       ) 2
 LZ1948  NAD 27      -  41 13 54.96620(N)    076 43 35.08950(W) AD(       ) 2
 LZ1948
 LZ1948.Superseded values are not recommended for survey control.
 LZ1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1948.See file dsdata.txt to determine how the superseded data were derived.
 LZ1948
 LZ1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL5534065950(NAD 83)
 LZ1948_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1948
 LZ1948  HISTORY     - Date     Condition        Report By
 LZ1948  HISTORY     - 1958     MONUMENTED       CGS
 LZ1948  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LZ1948  HISTORY     - 1975     GOOD             NGS
 LZ1948
 LZ1948                          STATION DESCRIPTION
 LZ1948
 LZ1948'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ1948'STATION IS ON THE FAIRGROUNDS AT THE SOUTHWEST EDGE OF HUGHESVILLE,
 LZ1948'AT THE SOUTH CORNER OF FENCE AROUND FAIRGROUNDS AND IS ON
 LZ1948'PARKING LOT WHICH IS OUTSIDE OF FENCE AT SOUTHWEST PART OF GROUNDS.
 LZ1948'
 LZ1948'TO REACH FROM THE POST OFFICE IN HUGHESVILLE, GO WESTERLY ON STATE
 LZ1948'ROUTE 405 FOR 0.45 MILE TO LYCOMING STREET.  (CONTINUE
 LZ1948'STRAIGHT AHEAD ON STATE ROUTE 405 FOR 0.7 MILE TO A TASTEE FREEZE
 LZ1948'BUILDING ON THE LEFT AND AZIMUTH MARK.) TURN LEFT ON LYCOMING
 LZ1948'STREET AND GO ONE BLOCK TO ENTRANCE TO FAIRGROUNDS, BEAR RIGHT ALONG
 LZ1948'THE WEST SIDE OF FENCE AND GO 0.2 MILE TO CORNER OF FENCE AND
 LZ1948'STATION.
 LZ1948'
 LZ1948'STATION MARKS ARE STANDARD DISKS STAMPED FAIR 1958.  THE SURFACE DISK
 LZ1948'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 LZ1948'SURFACE OF THE GROUND.  IT IS 7 FEET NORTHEAST OF CENTER OF TRACK
 LZ1948'ROAD, 8.6 FEET SOUTHWEST OF FENCE CORNER.  THE
 LZ1948'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 28 INCHES
 LZ1948'BELOW THE SURFACE OF THE GROUND.
 LZ1948'
 LZ1948'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FAIR NO 1 1958, IS SET
 LZ1948'IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 LZ1948'OF THE GROUND.  IT IS 39 FEET NORTH-NORTHEAST OF CENTER OF TRACK
 LZ1948'ROAD, 1 FOOT SOUTHEAST OF FENCE.
 LZ1948'
 LZ1948'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FAIR NO 2 1958, IS SET
 LZ1948'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 LZ1948'1.6 FEET SOUTHWEST OF FENCE, 14 FEET NORTHEAST OF CENTER OF TRACK
 LZ1948'ROAD AND 45 FEET WEST-NORTHWEST OF FENCE CORNER.
 LZ1948'
 LZ1948'AZIMUTH MARK, A STANDARD DISK STAMPED FAIR 1958, IS SET IN A DRILL
 LZ1948'HOLE IN SIDE WALK AT THE SOUTHEAST CORNER OF TASTEE FREEZE
 LZ1948'BUILDING.  IT IS 1.6 FEET NORTH OF THE SOUTHEAST CORNER OF TASTEE
 LZ1948'FREEZE BUILDING, 72 FEET SOUTHWEST OF POWER POLE
 LZ1948'NUMBER M968, 96 FEET SOUTHEAST OF CENTER OF STATE HIGHWAY 405.
 LZ1948
 LZ1948                          STATION RECOVERY (1968)
 LZ1948
 LZ1948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (FWK)
 LZ1948'STATION IS NOW 3.4 FEET BELOW SURFACE COVERED BY LAND FILL.
 LZ1948
 LZ1948                          STATION RECOVERY (1975)
 LZ1948
 LZ1948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LZ1948'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 LZ1948'AS DESCRIBED IN THE 1958 DESCRIPTION.
 LZ1948'
 LZ1948'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE SOUTHWEST
 LZ1948'PART OF HUGHESVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4199 ***********************************************************************
 JV4199  DESIGNATION -  FAIRFIELD
 JV4199  PID         -  JV4199
 JV4199  STATE/COUNTY-  PA/ADAMS
 JV4199  USGS QUAD   -  FAIRFIELD (1994)
 JV4199
 JV4199                         *CURRENT SURVEY CONTROL
 JV4199  ___________________________________________________________________
 JV4199* NAD 83(1992)-  39 47 13.24342(N)    077 19 58.66101(W)     ADJUSTED  
 JV4199* NAVD 88     -       228.3    (meters)     749.     (feet)  VERTCON   
 JV4199  ___________________________________________________________________
 JV4199  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 JV4199  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JV4199
 JV4199  HORZ ORDER  -  SECOND
 JV4199
 JV4199.The horizontal coordinates were established by classical geodetic methods
 JV4199.and adjusted by the National Geodetic Survey in June 2002..
 JV4199
 JV4199.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV4199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV4199
 JV4199.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4199
 JV4199.The geoid height was determined by GEOID03.
 JV4199
 JV4199;                    North         East     Units Scale Factor Converg.
 JV4199;SPC PA S     -    50,458.696   635,723.733   MT  1.00002610   +0 16 14.1
 JV4199;SPC PA S     -   165,546.57  2,085,703.61   sFT  1.00002610   +0 16 14.1
 JV4199;SPC MD       -   235,434.537   371,476.887   MT  1.00007636   -0 12 32.3
 JV4199;SPC MD       -   772,421.48  1,218,753.75   sFT  1.00007636   -0 12 32.3
 JV4199;UTM  18      - 4,406,721.529   300,231.676   MT  1.00009133   -1 29 36.4
 JV4199
 JV4199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4199!SPC PA S     -   0.99996946  x   1.00002610  =   0.99999555
 JV4199!SPC MD       -   0.99996946  x   1.00007636  =   1.00004581
 JV4199!UTM  18      -   0.99996946  x   1.00009133  =   1.00006078
 JV4199
 JV4199:                Primary Azimuth Mark                     Grid Az
 JV4199:SPC PA S     -  FAIRFIELD AZ MK                          013 15 32.5
 JV4199:SPC MD       -  FAIRFIELD AZ MK                          013 44 18.9
 JV4199:UTM  18      -  FAIRFIELD AZ MK                          015 01 23.0
 JV4199
 JV4199|---------------------------------------------------------------------|
 JV4199| PID    Reference Object                     Distance      Geod. Az  |
 JV4199|                                                           dddmmss.s |
 JV4199| CJ8132 FAIRFIELD AZ MK                                    0133146.6 |
 JV4199| JV4163 BIGLERVILLE RED BRICK STACK         APPROX.17.4 KM 0251233.3 |
 JV4199| JV4164 BIGLERVILLE SMALL WATER TANK        APPROX.17.4 KM 0252423.3 |
 JV4199| JV4162 BIGLERVILLE LARGE WATER TANK        APPROX.17.4 KM 0253750.7 |
 JV4199| JV4160 GETTYSBURG SEMINARY SPIRE           APPROX. 9.1 KM 0560905.1 |
 JV4199| JV4158 GETTYSBURG COLLEGE BELFRY           APPROX. 9.9 KM 0574030.1 |
 JV4199| JV4156 GETTYSBURG CATHOLIC CH BELFRY       APPROX. 9.8 KM 0614833.0 |
 JV4199| JV4159 GETTYSBURG SEMINARY RIDGE LOT       APPROX. 9.0 KM 0690531.0 |
 JV4199| CJ8133 FAIRFIELD RM 1                       20.605 METERS 11404     |
 JV4199| CJ8134 FAIRFIELD RM 2                       19.812 METERS 20911     |
 JV4199|---------------------------------------------------------------------|
 JV4199
 JV4199                          SUPERSEDED SURVEY CONTROL
 JV4199
 JV4199  NAD 83(1995)-  39 47 13.24121(N)    077 19 58.66160(W) AD(       ) 2
 JV4199  NAD 83(1991)-  39 47 13.24067(N)    077 19 58.66224(W) AD(       ) 2
 JV4199  NAD 83(1986)-  39 47 13.24084(N)    077 19 58.66287(W) AD(       ) 2
 JV4199  NAD 27      -  39 47 12.89293(N)    077 19 59.71145(W) AD(       ) 2
 JV4199  NGVD 29 (07/19/86)  228.5    (m)          750.     (f) VERT ANG       
 JV4199
 JV4199.Superseded values are not recommended for survey control.
 JV4199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4199.See file dsdata.txt to determine how the superseded data were derived.
 JV4199
 JV4199_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK0023206722(NAD 83)
 JV4199_MARKER: DS = TRIANGULATION STATION DISK
 JV4199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV4199
 JV4199  HISTORY     - Date     Condition        Report By
 JV4199  HISTORY     - 1942     MONUMENTED       CGS
 JV4199  HISTORY     - 1966     GOOD             CGS
 JV4199
 JV4199                          STATION DESCRIPTION
 JV4199
 JV4199'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 JV4199'STATION IS ABOUT 2 MILES E OF FAIRFIELD, ON TOP OF A PARTLY TIMBERED
 JV4199'HILL, ON LAND OWNED BY MR. JOHN LINN.  IT IS LOCATED IN A
 JV4199'SMALL GRASS CLEARING SURROUNDED BY BRUSH ABOUT 10 FEET WIDE WHICH
 JV4199'SEPARATES THE CLEARING FROM A CULTIVATED FIELD.  IT IS
 JV4199'ABOUT 6 FEET LOWER THAN THE HIGH PART OF THE HILL AND IS ON AN OLD
 JV4199'HOUSE SITE.  THE CONCRETE PROJECTS ABOUT 7 INCHES.
 JV4199'
 JV4199'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS
 JV4199'SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JV4199'
 JV4199'REFERENCE MARK NO. 1 IS 67.6 FEET E OF STATION AT THE EDGE OF A CLUMP
 JV4199'OF HACKBERRY BRUSH IN AN OPENING TO THE CULTIVATED FIELD.
 JV4199'THE MARK PROJECTS ABOUT 9 INCHES.
 JV4199'
 JV4199'REFERENCE MARK NO. 2 IS 65.0 FEET S OF STATION LOCATED AT THE EDGE OF
 JV4199'THE BRUSH AND IS 12 FEET W FROM AN OLD CISTERN.  THE MARK
 JV4199'PROJECTS ABOUT 4 INCHES.
 JV4199'
 JV4199'THE AZIMUTH MARK IS 6 INCHES NW OF BARB WIRE FENCE ON NW SIDE OF DIRT
 JV4199'ROAD 10 FEET NW OF CENTER LINE OF ROAD, AND 60 FEET NE ALONG
 JV4199'FENCE FROM 14-INCH LOCUST TREE.  THE MARK PROJECTS ABOUT 3 INCHES.
 JV4199'IT IS REACHED BY STARTING FROM FIELD ENTRANCE TO STATION ON
 JV4199'DIRT ROAD BY GOING N 0.1 MILE TO SIDE ROAD, KEEP LEFT FORK OF ROAD
 JV4199'AND CONTINUE N FOR 0.4 MILE TO AZIMUTH MARK ON LEFT
 JV4199'SIDE OF ROAD.
 JV4199'
 JV4199'ALL REFERENCE MARKS ARE STAMPED WITH THEIR RESPECTIVE NUMBERS AND THE
 JV4199'NAME AND DATE OF THE STATION.
 JV4199'
 JV4199'TO REACH FROM THE CIRCLE IN GETTYSBURG GO S ON U.S. HIGHWAY 15 FOR 1
 JV4199'BLOCK TO W MIDDLE STREET, THEN TURN RIGHT AND GO W ON STATE
 JV4199'ROUTE 116 FOR 3.0 MILES TO A NARROW STONE BRIDGE, THEN CONTINUE W ON
 JV4199'ROUTE 116 FOR 2.1 MILES TO A SIDE ROAD TO THE LEFT (THIS IS
 JV4199'ABOUT 50 YARDS W OF CROSSROADS AND JUST W OF A GULF SERVICE STATION
 JV4199'ON THE LEFT), THEN TURN LEFT AND GO SOUTHERLY ON A DIRT ROAD,
 JV4199'PARTLY GRAVEL, FOR 1.7 MILES TO A SIDE ROAD TO THE LEFT, THEN
 JV4199'CONTINUE STRAIGHT AHEAD ON DIRT ROAD FOR 0.15 MILE, THEN TURN
 JV4199'SHARP TO THE LEFT ON A FARM ROAD ENTERING A FIELD AND
 JV4199'FOLLOW A DIM TRAIL ROAD UPHILL, BETWEEN FIELDS, FOR 0.15 MILE TO
 JV4199'HIGHEST POINT AND STATION.
 JV4199'
 JV4199'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 JV4199
 JV4199                          STATION RECOVERY (1966)
 JV4199
 JV4199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 JV4199'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 JV4199'MARK WERE RECOVERED IN GOOD CONDITION.  THE 1942 DESCRIPTION IS
 JV4199'ADEQUATE.
 JV4199'
 JV4199'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MILES EAST OF
 JV4199'FAIRFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3154 ***********************************************************************
 KY3154  DESIGNATION -  FAIRMOUNT
 KY3154  PID         -  KY3154
 KY3154  STATE/COUNTY-  PA/WASHINGTON
 KY3154  USGS QUAD   -  CLAYSVILLE (1977)
 KY3154
 KY3154                         *CURRENT SURVEY CONTROL
 KY3154  ___________________________________________________________________
 KY3154* NAD 83(1992)-  40 01 38.56619(N)    080 24 20.62692(W)     ADJUSTED  
 KY3154* NAVD 88     -       453.     (meters)    1486.     (feet)  SCALED    
 KY3154  ___________________________________________________________________
 KY3154  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 KY3154  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KY3154
 KY3154  HORZ ORDER  -  THIRD
 KY3154
 KY3154.The horizontal coordinates were established by classical geodetic methods
 KY3154.and adjusted by the National Geodetic Survey in June 2002..
 KY3154
 KY3154.The orthometric height was scaled from a topographic map.
 KY3154
 KY3154.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3154
 KY3154.The geoid height was determined by GEOID03.
 KY3154
 KY3154;                    North         East     Units Scale Factor Converg.
 KY3154;SPC PA S     -    80,471.443   373,344.798   MT  0.99998663   -1 43 22.9
 KY3154;SPC PA S     -   264,013.39  1,224,882.06   sFT  0.99998663   -1 43 22.9
 KY3154;UTM  17      - 4,430,965.212   550,706.627   MT  0.99963165   +0 22 56.0
 KY3154
 KY3154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3154!SPC PA S     -   0.99993423  x   0.99998663  =   0.99992086
 KY3154!UTM  17      -   0.99993423  x   0.99963165  =   0.99956590
 KY3154
 KY3154|---------------------------------------------------------------------|
 KY3154| PID    Reference Object                     Distance      Geod. Az  |
 KY3154|                                                           dddmmss.s |
 KY3154| CX4476 FAIRMOUNT RM 1                        9.254 METERS 09025     |
 KY3154| CX4475 FAIRMOUNT AZ MK                                    1520031.8 |
 KY3154| JX1884 BRISTORIA RAD STA KGB 823 MAST      APPROX.12.9 KM 1725537.7 |
 KY3154| CX4477 FAIRMOUNT RM 2                       10.842 METERS 27011     |
 KY3154|---------------------------------------------------------------------|
 KY3154
 KY3154                          SUPERSEDED SURVEY CONTROL
 KY3154
 KY3154  NAD 83(1995)-  40 01 38.56617(N)    080 24 20.62695(W) AD(       ) 3
 KY3154  NAD 83(1986)-  40 01 38.57271(N)    080 24 20.63432(W) AD(       ) 3
 KY3154  NAD 27      -  40 01 38.31100(N)    080 24 21.39580(W) AD(       ) 3
 KY3154
 KY3154.Superseded values are not recommended for survey control.
 KY3154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3154.See file dsdata.txt to determine how the superseded data were derived.
 KY3154
 KY3154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE5070730965(NAD 83)
 KY3154_MARKER: DS = TRIANGULATION STATION DISK
 KY3154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3154_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY3154
 KY3154  HISTORY     - Date     Condition        Report By
 KY3154  HISTORY     - 1963     MONUMENTED       CGS
 KY3154
 KY3154                          STATION DESCRIPTION
 KY3154
 KY3154'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
 KY3154'NO MEASUREMENT BETWEEN RMS SET 180 DEGREES APART
 KY3154'
 KY3154'THE STATION IS ABOUT 13 MILES SOUTHWEST OF WASHINGTON, 6 MILES
 KY3154'SOUTH OF CLAYSVILLE, 6-1/2 MILES NORTH OF GRAYSVILLE, 6-1/2 MILES
 KY3154'EAST OF DALLAS, WEST VIRGINIA, 1/2 MILE NORTHWEST OF THE FAIRMOUNT
 KY3154'EVANGELICAL UNITED CHURCH AND ON THE PROPERTY OF MR. SPENCER L.
 KY3154'BEDILION. IT IS ON THE HIGHEST POINT OF A HILL, IN AN OLD
 KY3154'EAST-WEST FENCE LINE THAT IS OVERGROWN WITH SMALL TREES AND IS 8
 KY3154'FEET NORTHEAST OF A WITNESS POST. THE MONUMENT PROJECTS 4 INCHES
 KY3154'AND THE DISK IS STAMPED FAIRMOUNT 1963.
 KY3154'
 KY3154'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY
 KY3154'231 IN CLAYSVILLE, GO SOUTHERLY ON STATE HIGHWAY 231 FOR 3.6
 KY3154'MILES TO A CROSSROAD. CONTINUE SOUTHERLY ON HIGHWAY 231 FOR 3.55
 KY3154'MILES TO A FORK. TAKE RIGHT FORK AND GO SOUTHWEST ON A GRAVELED
 KY3154'ROAD FOR 0.2 MILE TO A SIDE ROAD RIGHT. CONTINUE SOUTHERLY ON THE
 KY3154'GRAVELED ROAD FOR 1.15 MILES TO WHERE THE ROAD CURVES LEFT AND A
 KY3154'SIDE ROAD RIGHT AND A TRACK ROAD LEADING INTO A FIELD STRAIGHT
 KY3154'AHEAD. GO SOUTH ON THE TRACK ROAD ALONG THE EAST SIDE OF A FENCE
 KY3154'FOR 0.2 MILE TO AN OLD BRUSH COVERED FENCE LINE. TURN LEFT AND GO
 KY3154'EAST UP A STEEP HILL FOR 0.05 MILE TO THE HIGHEAST POINT OF THE
 KY3154'HILL AND THE STATION.
 KY3154'
 KY3154'REFERENCE MARK 1 IS EAST OF THE STATION AND IS 38 FEET EAST OF A
 KY3154'WITNESS POST. THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 KY3154'STAMPED FAIRMOUNT NO 1 1963.
 KY3154'
 KY3154'REFERENCE MARK 2 IS WEST OF THE STATION AND IS 29 FEET WEST OF THE
 KY3154'WITNESS POST. THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 KY3154'STAMPED FAIRMOUNT NO 2 1963.
 KY3154'
 KY3154'THE AZIMUTH MARK IS 3 FEET EAST OF A WITNESS POST, 9 FEET WEST OF
 KY3154'THE CENTERLINE OF A DRIVEWAY, 24 FEET EAST OF THE CENTERLINE OF A
 KY3154'GRAVELED ROAD AND 36 FEET NORTHWEST OF THE NORTHEAST CORNER OF A
 KY3154'BARN. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED FAIRMOUNT 1963.
 KY3154'
 KY3154'TO REACH THE AZIMUTH FROM THIS POINT, GO EAST-SOUTHEAST ON THE
 KY3154'GRAVELED ROAD FOR 0.65 MILE TO A DRIVEWAY ON THE LEFT AND THE
 KY3154'AZIMUTH ON THE LEFT ON THE PROPERTY OF MR. J.L. ELLIOTT.
 KY3154'
 KY3154'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0035 ***********************************************************************
 ND0035  DESIGNATION -  FAIRVIEW
 ND0035  PID         -  ND0035
 ND0035  STATE/COUNTY-  PA/ERIE
 ND0035  USGS QUAD   -  SWANVILLE (1990)
 ND0035
 ND0035                         *CURRENT SURVEY CONTROL
 ND0035  ___________________________________________________________________
 ND0035* NAD 83(1992)-  42 00 19.40080(N)    080 14 18.70552(W)     ADJUSTED  
 ND0035* NAVD 88     -       279.716  (meters)     917.70   (feet)  ADJUSTED  
 ND0035  ___________________________________________________________________
 ND0035  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 ND0035  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 ND0035  DYNAMIC HT  -         279.612 (meters)     917.36  (feet)  COMP
 ND0035  MODELED GRAV-     980,244.4   (mgal)                       NAVD 88
 ND0035
 ND0035  HORZ ORDER  -  SECOND
 ND0035  VERT ORDER  -  SECOND    CLASS 0
 ND0035
 ND0035.The horizontal coordinates were established by classical geodetic methods
 ND0035.and adjusted by the National Geodetic Survey in June 2002..
 ND0035
 ND0035.The orthometric height was determined by differential leveling
 ND0035.and adjusted by the National Geodetic Survey in June 1991..
 ND0035
 ND0035.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0035
 ND0035.The geoid height was determined by GEOID03.
 ND0035
 ND0035.The dynamic height is computed by dividing the NAVD 88
 ND0035.geopotential number by the normal gravity value computed on the
 ND0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0035.degrees latitude (g = 980.6199 gals.).
 ND0035
 ND0035.The modeled gravity was interpolated from observed gravity values.
 ND0035
 ND0035;                    North         East     Units Scale Factor Converg.
 ND0035;SPC PA N     -   207,165.241   393,867.264   MT  1.00000946   -1 38 46.5
 ND0035;SPC PA N     -   679,674.63  1,292,212.85   sFT  1.00000946   -1 38 46.5
 ND0035;UTM  17      - 4,650,654.993   563,058.067   MT  0.99964893   +0 30 34.5
 ND0035
 ND0035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ND0035!SPC PA N     -   0.99996156  x   1.00000946  =   0.99997102
 ND0035!UTM  17      -   0.99996156  x   0.99964893  =   0.99961051
 ND0035
 ND0035|---------------------------------------------------------------------|
 ND0035| PID    Reference Object                     Distance      Geod. Az  |
 ND0035|                                                           dddmmss.s |
 ND0035| ND0036 FAIRVIEW RM 1                        20.516 METERS 02337     |
 ND0035| ND0134 FAIRVIEW RM 3                        12.298 METERS 02821     |
 ND0035| ND0037 FAIRVIEW AZ MK                                     0651817.5 |
 ND0035| ND0135 FAIRVIEW AZ MK 2                                   0653601.3 |
 ND0035| ND0034 FAIRVIEW RM 2                        33.620 METERS 22908     |
 ND0035| ND0133 FAIRVIEW RM 4                        14.189 METERS 27918     |
 ND0035|---------------------------------------------------------------------|
 ND0035
 ND0035                          SUPERSEDED SURVEY CONTROL
 ND0035
 ND0035  NAD 83(1996)-  42 00 19.40253(N)    080 14 18.70560(W) AD(       ) 2
 ND0035  NAD 83(1995)-  42 00 19.40294(N)    080 14 18.70500(W) AD(       ) 2
 ND0035  NAD 83(1986)-  42 00 19.40545(N)    080 14 18.70511(W) AD(       ) 2
 ND0035  NAD 27      -  42 00 19.20410(N)    080 14 19.48620(W) AD(       ) 2
 ND0035  NGVD 29 (??/??/92)  279.907  (m)          918.33   (f) ADJ UNCH    2 0
 ND0035
 ND0035.Superseded values are not recommended for survey control.
 ND0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0035.See file dsdata.txt to determine how the superseded data were derived.
 ND0035
 ND0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG6305850655(NAD 83)
 ND0035_MARKER: DB = BENCH MARK DISK
 ND0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ND0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ND0035_STAMPING: FAIRVIEW 1961
 ND0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ND0035+STABILITY: SURFACE MOTION
 ND0035
 ND0035  HISTORY     - Date     Condition        Report By
 ND0035  HISTORY     - 1961     MONUMENTED       CGS
 ND0035  HISTORY     - 1961     GOOD             CGS
 ND0035  HISTORY     - 1975     GOOD             NGS
 ND0035  HISTORY     - 1975     GOOD             NGS
 ND0035
 ND0035                          STATION DESCRIPTION
 ND0035
 ND0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 ND0035'THE STATION IS LOCATED AT THE INTERCHANGE BRIDGE OF INTERSTATE
 ND0035'HIGHWAY 90 AND STATE HIGHWAY 98, ABOUT 4.0 MILES
 ND0035'EAST-SOUTHEAST OF GIRARD, 2.0 MILES SOUTH-SOUTHEAST OF FAIRVIEW AND
 ND0035'ABOUT 300.0 FEET EAST OF THE NORTHEAST CORNER OF
 ND0035'THE INTERCHANGE BRIDGE OVER INTERSTATE HIGHWAY 90.  IN THE GRASSY
 ND0035'AREA ALONG THE NORTH SIDE OF INTERSTATE HIGHWAY 90 AND SOUTH OF
 ND0035'THE NORTH EXIT RAMP TO STATE HIGHWAY 98.
 ND0035'
 ND0035'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 98 AND U.S.
 ND0035'HIGHWAY 20 IN THE CENTRAL SECTION OF FAIRVIEW, GO SOUTH OF STATE
 ND0035'HIGHWAY 98 FOR 2.0 MILES TO THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 ND0035'STATE HIGHWAY 98 AT THE INTERCHANGE BRIDGE AND THE
 ND0035'STATION ON THE EAST SIDE OF THE BRIDGE AS DESCRIBED.
 ND0035'
 ND0035'TO REACH THE AZIMUTH MARK FROM THE STATION- GO EAST ON INTERSTATE
 ND0035'HIGHWAY 90 FOR 0.4 MILES TO A CULVERT, A STANDARD METAL
 ND0035'WITNESS POST AND MARKER AND THE MARK ON THE SOUTH SIDE OF THE
 ND0035'HIGHWAY.
 ND0035'
 ND0035'THE STATION MARK, A STANDARD DISK STAMPED FAIRVIEW 1961, IS SET IN
 ND0035'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 ND0035'SURFACE OF THE GROUND.  IT IS 56.2 FEET NORTH OF THE CENTERLINE OF
 ND0035'THE WEST BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 90
 ND0035'AND 40.7 FEET EAST OF A TRIANGULAR BLAZED ASH TREE.
 ND0035'
 ND0035'REFERENCE MARK 1, A STANDARD DISK STAMPED FAIRVIEW NO 1 1961, IS SET
 ND0035'IN A DRILL HOLE IN TOP OF THE SOUTH HEADWALL OF A CONCRETE
 ND0035'CULVERT AT THE SOUTH SIDE OF THE NORTH EXIT OF INTERSTATE HIGHWAY 90
 ND0035'ONTO STATE HIGHWAY 98.  IT IS 15.0 FEET NORTH OF THE CENTERLINE
 ND0035'OF THE NORTH EXIT RAMP ONTO STATE HIGHWAY 98, 97.0 FEET NORTH OF THE
 ND0035'CENTERLINE OF INTERSTATE HIGHWAY 90, 95.4 FEET EAST OF AN
 ND0035'8-INCH TRIANGULAR BLAZED ASH TREE, PROJECTING ABOUT 10 INCHES ABOVE
 ND0035'THE SURFACE OF THE GROUND AND ABOUT 10 FEET HIGHER THAN THE
 ND0035'STATION.
 ND0035'
 ND0035'REFERENCE MARK 2, A STANDARD DISK STAMPED FAIRVIEW NO 2 1961, IS SET
 ND0035'IN A DRILL HOLE IN TOP OF THE NORTH HEADWALL OF A BOX CONCRETE
 ND0035'CULVERT.  IT IS 79.5 FEET SOUTHWEST OF AN 8-INCH TRIANGULAR BLAZED
 ND0035'ASH TREE AND 34.5 FEET NORTH OF THE CENTERLINE OF THE
 ND0035'WEST BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 90.
 ND0035'
 ND0035'THE AZIMUTH MARK, A STANDARD DISK STAMPED FAIRVIEW 1961, IS SET IN A
 ND0035'DRILL HOLE IN TOP OF THE SOUTH HEADWALL OF A CONCRETE
 ND0035'CULVERT UNDER INTERSTATE HIGHWAY 90.  IT IS 38.5 FEET SOUTH-SOUTHEAST
 ND0035'OF THE CENTERLINE OF INTERSTATE HIGHWAY 90, 2.9 FEET
 ND0035'WEST-SOUTHWEST OF A STANDARD METAL WITNESS POST AND MARKER,
 ND0035'PROJECTING ABOUT 2 FEET AND IS ABOUT 3.0 FEET LOWER THAN
 ND0035'THE LEVEL OF THE HIGHWAY.
 ND0035'
 ND0035'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 ND0035
 ND0035                          STATION RECOVERY (1961)
 ND0035
 ND0035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 ND0035'2.21 MI S FROM FAIRVIEW.
 ND0035'ABOUT 0.1 MILE EAST ALONG U.S. HIGHWAY 20 TO THE INTERSECTION OF
 ND0035'STATE HIGHWAY 98 FROM THE POST OFFICE IN FAIRVIEW, THENCE 2.0 MILES
 ND0035'SOUTH ALONG STATE HIGHWAY 98 TO THE INTERCHANGE BRIDGE OVER
 ND0035'INTERSTATE HIGHWAY 90, ABOUT 300.0 FEET EAST OF THE NORTHEAST CORNER
 ND0035'OF THE INTERCHANGE BRIDGE OVER INTERSTATE HIGHWAY 90, 56.2 FEET
 ND0035'NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC LANE OF HIGHWAY
 ND0035'90 AND 40.7 FEET EAST OF A TRIANGULAR BLAZED ASH TREE. SET IN TOP
 ND0035'OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND,
 ND0035'AND ABOUT THE SAME LEVEL AS THE HIGHWAY.
 ND0035
 ND0035                          STATION RECOVERY (1975)
 ND0035
 ND0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 ND0035'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 ND0035'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 1 HAS BEEN
 ND0035'DISTURBED, THE CEMENT HAS BEEN CRACKED AND SCRAPED.  REFERENCE
 ND0035'MARKS 1 AND 2 AND THE AZIMUTH MARK WILL SOON BE DESTROYED BY
 ND0035'ROAD CONSTRUCTION.  NEW REFERENCE MARKS 3 AND 4 AND A NEW AZIMUTH
 ND0035'MARK WERE ESTABLISHED AT THIS DATE.  A DIFFERENCE OF 3 MINUTES
 ND0035'AND 34 SECONDS IN DIRECTION WAS NOTED TO REFERENCE MARK 1 ALONG
 ND0035'WITH A SHORTER DISTANCE OF 0.03 FOOT.  A SHORTER DISTANCE OF 0.03
 ND0035'FOOT WAS ALSO NOTED TO REFERENCE MARK 2.  ALL OTHER DISTANCES AND
 ND0035'DIRECTIONS WERE WITHIN CLOSE AGREEMENT WITH THE 1961
 ND0035'OBSERVATIONS.
 ND0035'
 ND0035'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 ND0035'
 ND0035'THE STATION IS LOCATED 4 MILES EAST-SOUTHEAST OF GIRARD, 2 MILES
 ND0035'SOUTH-SOUTHEAST OF FAIRVIEW AND 200 FEET EAST OF THE INTERSECTION
 ND0035'OF INTERSTATE HIGHWAY 90 AND STATE HIGHWAY 98.  IT IS IN A SMALL
 ND0035'ISLAND ALONG THE NORTH SIDE OF INTERSTATE HIGHWAY 90 AND JUST
 ND0035'SOUTH OF A EXIT RAMP FOR STATE HIGHWAY 98.
 ND0035'
 ND0035'THE LOCATION OF THIS STATION IS AN ADEQUATE DESCRIPTION TO FIND IT
 ND0035'WITH.
 ND0035'
 ND0035'THE STATION MARK IS A STANDARD DISK STAMPED FAIRVIEW 1961, SET IN THE
 ND0035'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 ND0035'SURFACE.  IT IS 195.5 FEET EAST-NORTHEAST OF THE NORTHEAST ABUTMENT
 ND0035'FOR THE BRIDGE AT THE INTERSECTION OF INTERSTATE HIGHWAY 90 AND
 ND0035'STATE HIGHWAY 98, 55.6 FEET NORTH OF THE CENTER OF THE WEST BOUND
 ND0035'LANE OF INTERSTATE HIGHWAY 90, 40.5 FEET EAST-SOUTHEAST OF A
 ND0035'10-INCH ASH TREE AND 2.4 FEET SOUTH OF A WITNESS POST.
 ND0035'
 ND0035'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FAIRVIEW 1961 NO 3
 ND0035'1975, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 ND0035'PROJECTS 4-INCHES.  IT IS 230.7 FEET EAST-NORTHEAST OF THE
 ND0035'NORTHEAST ABUTMENT OF THE BRIDGE, 77.0 FEET NORTH OF THE CENTER OF
 ND0035'THE WEST BOUND LANE OF INTERSTATE HIGHWAY 90 AND 39.1 FEET
 ND0035'NORTHEAST OF THE WITNESS POST.
 ND0035'
 ND0035'REFERENCE MARK 4 IS A STANDARD DISK STAMPED FAIRVIEW 1961 NO 4
 ND0035'1975, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 ND0035'PROJECTS 4-INCHES.  IT IS 162 FEET EAST-NORTHEAST OF THE NORTHEAST
 ND0035'CORNER OF THE ABUTMENT, 85.2 FEET NORTH OF THE CENTER OF THE WEST
 ND0035'BOUND LANE OF INTERSTATE HIGHWAY 90, 45.1 FEET NORTHWEST OF THE
 ND0035'WITNESS POST AND 13.7 FEET NORTH OF THE 10-INCH ASH TREE.
 ND0035'
 ND0035'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FAIRVIEW 1961 AZ 2 1975,
 ND0035'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 ND0035'4 INCHES.  IT IS 82 FEET WEST OF A CULVERT, 41.6 FEET SOUTH OF THE
 ND0035'CENTER OF THE EAST BOUND LANE OF INTERSTATE HIGHWAY 90 AND 2.4
 ND0035'FEET NORTH OF A WITNESS POST.
 ND0035'
 ND0035'TO REACH THE AZIMUTH MARK FROM THE STATION, GET ON INTERSTATE HIGHWAY
 ND0035'90 AND GO EAST FOR 0.4 MILE TO A TIMBERED AREA ON THE RIGHT AND THE
 ND0035'MARK ON THE WEST SIDE OF A SMALL RAVINE.
 ND0035'
 ND0035'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 ND0035'SOUTH-SOUTHEAST OF FAIRVIEW.
 ND0035
 ND0035                          STATION RECOVERY (1975)
 ND0035
 ND0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 ND0035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0037 ***********************************************************************
 ND0037  DESIGNATION -  FAIRVIEW AZ MK
 ND0037  PID         -  ND0037
 ND0037  STATE/COUNTY-  PA/ERIE
 ND0037  USGS QUAD   -  SWANVILLE (1990)
 ND0037
 ND0037                         *CURRENT SURVEY CONTROL
 ND0037  ___________________________________________________________________
 ND0037* NAD 83(1986)-  42 00 29.     (N)    080 13 52.     (W)     SCALED    
 ND0037* NAVD 88     -       282.206  (meters)     925.87   (feet)  ADJUSTED  
 ND0037  ___________________________________________________________________
 ND0037  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 ND0037  DYNAMIC HT  -         282.101 (meters)     925.53  (feet)  COMP
 ND0037  MODELED GRAV-     980,244.3   (mgal)                       NAVD 88
 ND0037
 ND0037  VERT ORDER  -  SECOND    CLASS 0
 ND0037
 ND0037.The horizontal coordinates were scaled from a topographic map and have
 ND0037.an estimated accuracy of +/- 6 seconds.
 ND0037
 ND0037.The orthometric height was determined by differential leveling
 ND0037.and adjusted by the National Geodetic Survey in June 1991..
 ND0037
 ND0037.The geoid height was determined by GEOID03.
 ND0037
 ND0037.The dynamic height is computed by dividing the NAVD 88
 ND0037.geopotential number by the normal gravity value computed on the
 ND0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0037.degrees latitude (g = 980.6199 gals.).
 ND0037
 ND0037.The modeled gravity was interpolated from observed gravity values.
 ND0037
 ND0037;                    North         East    Units  Estimated Accuracy
 ND0037;SPC PA N     -   207,440.      394,490.      MT  (+/- 180 meters Scaled)
 ND0037
 ND0037                          SUPERSEDED SURVEY CONTROL
 ND0037
 ND0037  NGVD 29 (??/??/92)  282.398  (m)          926.50   (f) ADJ UNCH    2 0
 ND0037
 ND0037.Superseded values are not recommended for survey control.
 ND0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0037.See file dsdata.txt to determine how the superseded data were derived.
 ND0037
 ND0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG636509(NAD 83)
 ND0037_MARKER: DZ = AZIMUTH MARK DISK
 ND0037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ND0037_SP_SET: CULVERT
 ND0037_STAMPING: FAIRVIEW 1961
 ND0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ND0037
 ND0037  HISTORY     - Date     Condition        Report By
 ND0037  HISTORY     - 1961     MONUMENTED       CGS
 ND0037
 ND0037                          STATION DESCRIPTION
 ND0037
 ND0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ND0037'2.61 MI S FROM FAIRVIEW.
 ND0037'ABOUT 0.1 MILE EAST ALONG U.S. HIGHWAY 20 TO THE INTERSECTION OF
 ND0037'STATE HIGHWAY 98 FROM THE POST OFFICE IN FAIRVIEW, THENCE 2.0 MILES
 ND0037'SOUTH ALONG STATE HIGHWAY 98 TO THE INTERCHANGE BRIDGE OVER
 ND0037'INTERSTATE HIGHWAY 90, THENCE 0.4 MILE EAST ALONG INTERSTATE HIGHWAY
 ND0037'90, 38.5 FEET SOUTHEAST OF THE EAST BOUND TRAFFIC LANE OF INTERSTATE
 ND0037'HIGHWAY 90, THE CENTERLINE, OF THE TRAFFIC LANE AND 2.9 FEET
 ND0037'SOUTHWEST OF A STANDARD METAL WITNESS POST AND MARKER. SET IN TOP
 ND0037'OF THE SOUTH HEADWALL OF A SMALL CULVERT UNDER INTERSTATE HIGHWAY
 ND0037'90 AND ABOUT 2.5 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0135 ***********************************************************************
 ND0135  DESIGNATION -  FAIRVIEW AZ MK 2
 ND0135  PID         -  ND0135
 ND0135  STATE/COUNTY-  PA/ERIE
 ND0135  USGS QUAD   -  SWANVILLE (1990)
 ND0135
 ND0135                         *CURRENT SURVEY CONTROL
 ND0135  ___________________________________________________________________
 ND0135* NAD 83(1986)-  42 00 29.     (N)    080 13 52.     (W)     SCALED    
 ND0135* NAVD 88     -       282.34   (+/-2cm)     926.3    (feet)  VERTCON   
 ND0135  ___________________________________________________________________
 ND0135  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 ND0135
 ND0135  VERT ORDER  -  THIRD (See Below)
 ND0135
 ND0135.The horizontal coordinates were scaled from a topographic map and have
 ND0135.an estimated accuracy of +/- 6 seconds.
 ND0135
 ND0135.The NAVD 88 height was computed by applying the VERTCON shift value to
 ND0135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ND0135.The vertical order pertains to the NGVD 29 superseded value.
 ND0135
 ND0135.The geoid height was determined by GEOID03.
 ND0135
 ND0135;                    North         East    Units  Estimated Accuracy
 ND0135;SPC PA N     -   207,440.      394,490.      MT  (+/- 180 meters Scaled)
 ND0135
 ND0135                          SUPERSEDED SURVEY CONTROL
 ND0135
 ND0135  NGVD 29 (02/24/03)  282.53   (m)          926.9    (f) RESET       3  
 ND0135
 ND0135.Superseded values are not recommended for survey control.
 ND0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0135.See file dsdata.txt to determine how the superseded data were derived.
 ND0135
 ND0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG636509(NAD 83)
 ND0135_MARKER: DZ = AZIMUTH MARK DISK
 ND0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ND0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ND0135_STAMPING: FAIRVIEW 1961 AZ 2 1975
 ND0135_PROJECTION: PROJECTING 10 CENTIMETERS
 ND0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ND0135+STABILITY: SURFACE MOTION
 ND0135
 ND0135  HISTORY     - Date     Condition        Report By
 ND0135  HISTORY     - 1975     MONUMENTED       NGS
 ND0135
 ND0135                          STATION DESCRIPTION
 ND0135
 ND0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 ND0135'2.5 MI SE FROM FAIRVIEW.
 ND0135'0.45 MILE EAST ALONG INTERSTATE HIGHWAY 90 FROM THE INTERSECTION
 ND0135'OF INTERSTATE HIGHWAY 90 AND STATE HIGHWAY 98, 82 FEET WEST OF A
 ND0135'CULVERT, 41.6 FEET SOUTH OF THE CENTER OF THE EASTBOUND LANE OF
 ND0135'INTERSTATE HIGHWAY 90, 2.4 FEET NORTH OF A WITNESS POST AND ABOUT THE
 ND0135'SAME ELEVATION AS THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0244 ***********************************************************************
 ND0244  DESIGNATION -  FAIRVIEW MUNICIPAL TANK
 ND0244  PID         -  ND0244
 ND0244  STATE/COUNTY-  PA/ERIE
 ND0244  USGS QUAD   -  FAIRVIEW (1998)
 ND0244
 ND0244                         *CURRENT SURVEY CONTROL
 ND0244  ___________________________________________________________________
 ND0244* NAD 83(1992)-  42 01 28.00333(N)    080 15 22.52141(W)     ADJUSTED  
 ND0244* NAVD 88     -                                                        
 ND0244  ___________________________________________________________________
 ND0244  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 ND0244  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 ND0244
 ND0244  HORZ ORDER  -  THIRD
 ND0244
 ND0244.The horizontal coordinates were established by classical geodetic methods
 ND0244.and adjusted by the National Geodetic Survey in June 2002..
 ND0244
 ND0244
 ND0244.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0244
 ND0244.The geoid height was determined by GEOID03.
 ND0244
 ND0244;                    North         East     Units Scale Factor Converg.
 ND0244;SPC PA N     -   209,323.365   392,460.561   MT  1.00001293   -1 39 28.8
 ND0244;SPC PA N     -   686,755.07  1,287,597.69   sFT  1.00001293   -1 39 28.8
 ND0244;UTM  17      - 4,652,757.908   561,571.716   MT  0.99964665   +0 29 52.5
 ND0244
 ND0244                          SUPERSEDED SURVEY CONTROL
 ND0244
 ND0244  NAD 83(1995)-  42 01 28.00573(N)    080 15 22.52089(W) AD(       ) 4
 ND0244  NAD 83(1986)-  42 01 28.00847(N)    080 15 22.52145(W) AD(       ) 4
 ND0244  NAD 27      -  42 01 27.80900(N)    080 15 23.29700(W) AD(       ) 3
 ND0244
 ND0244.Superseded values are not recommended for survey control.
 ND0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0244.See file dsdata.txt to determine how the superseded data were derived.
 ND0244
 ND0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG6157252758(NAD 83)
 ND0244
 ND0244  HISTORY     - Date     Condition        Report By
 ND0244  HISTORY     - 1961     MONUMENTED       CGS
 ND0244  HISTORY     - 1963     SEE DESCRIPTION  CGS
 ND0244  HISTORY     - 1975     GOOD             USLS
 ND0244
 ND0244                          STATION DESCRIPTION
 ND0244
 ND0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 ND0244'BALL ON THE APEX OF THE TANK, LOCATED ABOUT 0.5 MILE SOUTHWEST OF
 ND0244'FAIRVIEW ON THE EAST SIDE OF FRANKLIN AVENUE.  THE STRUCTURE
 ND0244'IS BUILT OF STEEL, PAINTED RED AND WHITE CHECKED WITH A BLACK BOTTOM,
 ND0244'CONE SHAPE ROOF, HEMISPHERICOL BOTTOM, CIRCULAR BALCONY WITH A
 ND0244'GUARD RAIL AT THE BASE OF THE TANK.  THE TANK IS MOUNTED ON 4 LACED
 ND0244'STRUCTUREAL STEEL COLUMNS WITH TRANSEVRSES
 ND0244'SUPPORTS AND A RISER LOCATED IN THE CENTER OF THE TOWER.  OVERALL
 ND0244'HEIGHT IS ABOUT 140.0 FEET.
 ND0244
 ND0244                          STATION RECOVERY (1963)
 ND0244
 ND0244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VES)
 ND0244'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 ND0244
 ND0244                          STATION RECOVERY (1975)
 ND0244
 ND0244'RECOVERY NOTE BY US LAKE SURVEY 1975 (MB)
 ND0244'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 ND0244'
 ND0244'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 ND0244'11 MILES SOUTHWEST OF ERIE, PA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0243 ***********************************************************************
 ND0243  DESIGNATION -  FAIRVIEW PARKER WHITE CO TANK
 ND0243  PID         -  ND0243
 ND0243  STATE/COUNTY-  PA/ERIE
 ND0243  USGS QUAD   -  FAIRVIEW (1998)
 ND0243
 ND0243                         *CURRENT SURVEY CONTROL
 ND0243  ___________________________________________________________________
 ND0243* NAD 83(1992)-  42 01 27.48584(N)    080 15 56.83223(W)     ADJUSTED  
 ND0243* NAVD 88     -                                                        
 ND0243  ___________________________________________________________________
 ND0243  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 ND0243  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 ND0243
 ND0243  HORZ ORDER  -  THIRD
 ND0243
 ND0243.The horizontal coordinates were established by classical geodetic methods
 ND0243.and adjusted by the National Geodetic Survey in June 2002..
 ND0243
 ND0243
 ND0243.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0243
 ND0243.The geoid height was determined by GEOID03.
 ND0243
 ND0243;                    North         East     Units Scale Factor Converg.
 ND0243;SPC PA N     -   209,330.287   391,671.089   MT  1.00001290   -1 39 51.5
 ND0243;SPC PA N     -   686,777.78  1,285,007.56   sFT  1.00001290   -1 39 51.5
 ND0243;UTM  17      - 4,652,735.134   560,782.831   MT  0.99964546   +0 29 29.5
 ND0243
 ND0243                          SUPERSEDED SURVEY CONTROL
 ND0243
 ND0243  NAD 83(1995)-  42 01 27.48752(N)    080 15 56.83054(W) AD(       ) 4
 ND0243  NAD 83(1986)-  42 01 27.49082(N)    080 15 56.83206(W) AD(       ) 4
 ND0243  NAD 27      -  42 01 27.29100(N)    080 15 57.60600(W) AD(       ) 3
 ND0243
 ND0243.Superseded values are not recommended for survey control.
 ND0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0243.See file dsdata.txt to determine how the superseded data were derived.
 ND0243
 ND0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG6078352735(NAD 83)
 ND0243
 ND0243  HISTORY     - Date     Condition        Report By
 ND0243  HISTORY     - 1961     MONUMENTED       CGS
 ND0243  HISTORY     - 1963     SEE DESCRIPTION  CGS
 ND0243  HISTORY     - 1975     GOOD             USLS
 ND0243
 ND0243                          STATION DESCRIPTION
 ND0243
 ND0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 ND0243'OBSTRUCTION LIGHT LOCATED ON THE APEX OF THE WATER TANK, LOCATED 3.0
 ND0243'MILES EAST OF GIRARD, 1.0 MILE WEST OF FAIRVIEW AND
 ND0243'ALONG THE NORTH SIDE OF U.S. HIGHWAY 20.  THE STRUCTURE IS SHAPED
 ND0243'LIKE A MUSHROOM, CONSTRUCTED OF SHEET METAL, PAINTED
 ND0243'SILVER, CONICAL ROOF, RADIAL BEAMS LOCATED AT THE BASE OF THE TANK,
 ND0243'OVERALL HEIGHT 125.0 FEET.
 ND0243
 ND0243                          STATION RECOVERY (1963)
 ND0243
 ND0243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VES)
 ND0243'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 ND0243
 ND0243                          STATION RECOVERY (1975)
 ND0243
 ND0243'RECOVERY NOTE BY US LAKE SURVEY 1975 (FF)
 ND0243'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 ND0243'
 ND0243'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 ND0243'11 MILES SOUTHWEST OF ERIE PA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0036 ***********************************************************************
 ND0036  DESIGNATION -  FAIRVIEW RM 1
 ND0036  PID         -  ND0036
 ND0036  STATE/COUNTY-  PA/ERIE
 ND0036  USGS QUAD   -  SWANVILLE (1990)
 ND0036
 ND0036                         *CURRENT SURVEY CONTROL
 ND0036  ___________________________________________________________________
 ND0036* NAD 83(1986)-  42 00 19.     (N)    080 14 18.     (W)     SCALED    
 ND0036* NAVD 88     -       282.628  (meters)     927.26   (feet)  ADJUSTED  
 ND0036  ___________________________________________________________________
 ND0036  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 ND0036  DYNAMIC HT  -         282.523 (meters)     926.91  (feet)  COMP
 ND0036  MODELED GRAV-     980,244.4   (mgal)                       NAVD 88
 ND0036
 ND0036  VERT ORDER  -  SECOND    CLASS 0
 ND0036
 ND0036.The horizontal coordinates were scaled from a topographic map and have
 ND0036.an estimated accuracy of +/- 6 seconds.
 ND0036
 ND0036.The orthometric height was determined by differential leveling
 ND0036.and adjusted by the National Geodetic Survey in June 1991..
 ND0036
 ND0036.The geoid height was determined by GEOID03.
 ND0036
 ND0036.The dynamic height is computed by dividing the NAVD 88
 ND0036.geopotential number by the normal gravity value computed on the
 ND0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0036.degrees latitude (g = 980.6199 gals.).
 ND0036
 ND0036.The modeled gravity was interpolated from observed gravity values.
 ND0036
 ND0036;                    North         East    Units  Estimated Accuracy
 ND0036;SPC PA N     -   207,150.      393,880.      MT  (+/- 180 meters Scaled)
 ND0036
 ND0036                          SUPERSEDED SURVEY CONTROL
 ND0036
 ND0036  NGVD 29 (??/??/92)  282.820  (m)          927.89   (f) ADJ UNCH    2 0
 ND0036
 ND0036.Superseded values are not recommended for survey control.
 ND0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0036.See file dsdata.txt to determine how the superseded data were derived.
 ND0036
 ND0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG630506(NAD 83)
 ND0036_MARKER: DR = REFERENCE MARK DISK
 ND0036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ND0036_SP_SET: CULVERT
 ND0036_STAMPING: FAIRVIEW NO 1 1961
 ND0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ND0036
 ND0036  HISTORY     - Date     Condition        Report By
 ND0036  HISTORY     - 1961     MONUMENTED       CGS
 ND0036
 ND0036                          STATION DESCRIPTION
 ND0036
 ND0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ND0036'2.21 MI S FROM FAIRVIEW.
 ND0036'ABOUT 0.1 MILE EAST ALONG U.S. HIGHWAY 20 TO THE INTERSECTION OF
 ND0036'STATE HIGHWAY 98 FROM THE POST OFFICE IN FAIRVIEW, THENCE 2.0 MILES
 ND0036'SOUTH ALONG STATE HIGHWAY 98, TO THE INTERCHANGE BRIDGE OVER
 ND0036'INTERSTATE HIGHWAY 90, ABOUT 300.0 FEET EAST OF THE NORTHEAST
 ND0036'CORNER OF THE INTERSTATE BRIDGE, 97.0 FEET NORTH OF THE CENTERLINE
 ND0036'OF THE WEST BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 90, 95.4 FEET
 ND0036'EAST OF A TRIANGULAR BLAZED 8-INCH ASH TREE, 67.5 FEET NORTHEAST
 ND0036'OF THE STATION MARK AND 15.0 FEET WEST OF THE APPROACH TO STATE
 ND0036'HIGHWAY 98. SET IN TOP OF THE SOUTH HEADWALL OF A CULVERT UNDER
 ND0036'THE NORTH APPROACH TO STATE HIGHWAY 98 AND ABOUT LEVEL WITH THE
 ND0036'APPORACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0134 ***********************************************************************
 ND0134  DESIGNATION -  FAIRVIEW RM 3
 ND0134  PID         -  ND0134
 ND0134  STATE/COUNTY-  PA/ERIE
 ND0134  USGS QUAD   -  SWANVILLE (1990)
 ND0134
 ND0134                         *CURRENT SURVEY CONTROL
 ND0134  ___________________________________________________________________
 ND0134* NAD 83(1986)-  42 00 19.     (N)    080 14 18.     (W)     SCALED    
 ND0134* NAVD 88     -       280.31   (+/-2cm)     919.7    (feet)  VERTCON   
 ND0134  ___________________________________________________________________
 ND0134  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 ND0134
 ND0134  VERT ORDER  -  THIRD (See Below)
 ND0134
 ND0134.The horizontal coordinates were scaled from a topographic map and have
 ND0134.an estimated accuracy of +/- 6 seconds.
 ND0134
 ND0134.The NAVD 88 height was computed by applying the VERTCON shift value to
 ND0134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ND0134.The vertical order pertains to the NGVD 29 superseded value.
 ND0134
 ND0134.The geoid height was determined by GEOID03.
 ND0134
 ND0134;                    North         East    Units  Estimated Accuracy
 ND0134;SPC PA N     -   207,150.      393,880.      MT  (+/- 180 meters Scaled)
 ND0134
 ND0134                          SUPERSEDED SURVEY CONTROL
 ND0134
 ND0134  NGVD 29 (02/24/03)  280.51   (m)          920.3    (f) RESET       3  
 ND0134
 ND0134.Superseded values are not recommended for survey control.
 ND0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0134.See file dsdata.txt to determine how the superseded data were derived.
 ND0134
 ND0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG630506(NAD 83)
 ND0134_MARKER: DR = REFERENCE MARK DISK
 ND0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ND0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ND0134_STAMPING: FAIRVIEW 1961 NO 3 1975
 ND0134_PROJECTION: PROJECTING 10 CENTIMETERS
 ND0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ND0134+STABILITY: SURFACE MOTION
 ND0134
 ND0134  HISTORY     - Date     Condition        Report By
 ND0134  HISTORY     - 1975     MONUMENTED       NGS
 ND0134
 ND0134                          STATION DESCRIPTION
 ND0134
 ND0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 ND0134'2.1 MI SSE FROM FAIRVIEW.
 ND0134'0.1 MILE EAST ALONG U.S. HIGHWAY 20 TO THE INTERSECTION
 ND0134'OF STATE HIGHWAY 98 FROM THE POST OFFICE IN FAIRVIEW, THENCE 2.0
 ND0134'MILES SOUTH ALONG STATE HIGHWAY 98 TO THE INTERCHANGE BRIDGE OVER
 ND0134'INTERSTATE 90, 230.7 FEET EAST-NORTHEAST OF THE NORTHEAST
 ND0134'EDGE OF THE ABUTMENT FOR THE OVERPASS BRIDGE AT THE INTERSECTION OF
 ND0134'INTERSTATE HIGHWAY 90 AND STATE  HIGHWAY 98, 77.0 FEET NORTH OF THE
 ND0134'CENTER OF THE WESTBOUND LANE OF I-90.
 ND0134'THE MARK IS 39 FT  NE FROM A WITNESS POST.
 ND0134'THE MARK IS 2 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0133 ***********************************************************************
 ND0133  DESIGNATION -  FAIRVIEW RM 4
 ND0133  PID         -  ND0133
 ND0133  STATE/COUNTY-  PA/ERIE
 ND0133  USGS QUAD   -  SWANVILLE (1990)
 ND0133
 ND0133                         *CURRENT SURVEY CONTROL
 ND0133  ___________________________________________________________________
 ND0133* NAD 83(1986)-  42 00 19.     (N)    080 14 18.     (W)     SCALED    
 ND0133* NAVD 88     -       280.14   (+/-2cm)     919.1    (feet)  VERTCON   
 ND0133  ___________________________________________________________________
 ND0133  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 ND0133
 ND0133  VERT ORDER  -  THIRD (See Below)
 ND0133
 ND0133.The horizontal coordinates were scaled from a topographic map and have
 ND0133.an estimated accuracy of +/- 6 seconds.
 ND0133
 ND0133.The NAVD 88 height was computed by applying the VERTCON shift value to
 ND0133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ND0133.The vertical order pertains to the NGVD 29 superseded value.
 ND0133
 ND0133.The geoid height was determined by GEOID03.
 ND0133
 ND0133;                    North         East    Units  Estimated Accuracy
 ND0133;SPC PA N     -   207,150.      393,880.      MT  (+/- 180 meters Scaled)
 ND0133
 ND0133                          SUPERSEDED SURVEY CONTROL
 ND0133
 ND0133  NGVD 29 (02/24/03)  280.33   (m)          919.7    (f) RESET       3  
 ND0133
 ND0133.Superseded values are not recommended for survey control.
 ND0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0133.See file dsdata.txt to determine how the superseded data were derived.
 ND0133
 ND0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG630506(NAD 83)
 ND0133_MARKER: DR = REFERENCE MARK DISK
 ND0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ND0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ND0133_STAMPING: FAIRVIEW 1961 NO 4 1975
 ND0133_PROJECTION: PROJECTING 10 CENTIMETERS
 ND0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ND0133+STABILITY: SURFACE MOTION
 ND0133
 ND0133  HISTORY     - Date     Condition        Report By
 ND0133  HISTORY     - 1975     MONUMENTED       NGS
 ND0133
 ND0133                          STATION DESCRIPTION
 ND0133
 ND0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 ND0133'2.0 MI SSE FROM FAIRVIEW.
 ND0133'AT THE INTERSECTION OF INTERSTATE HIGHWAY 90 AND STATE HIGHWAY
 ND0133'98, 162 FEET EAST-NORTHEAST OF THE NORTHEAST EDGE OF THE
 ND0133'ABUTMENT OF THE OVERPASS BRIDGE AT THE INTERSECTION OF INTERSTATE
 ND0133'HIGHWAY 90 AND STATE HIGHWAY 98, 85.2 FEET NORTH OF THE CENTER OF
 ND0133'THE WESTBOUND LANE OF I-90,
 ND0133'THE MARK IS 45 FT  NW FROM A WITNESS POST.
 ND0133'THE MARK IS 3 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0537 ***********************************************************************
 LZ0537  DESIGNATION -  FALLBROOK
 LZ0537  PID         -  LZ0537
 LZ0537  STATE/COUNTY-  PA/TIOGA
 LZ0537  USGS QUAD   -  GLEASON (1986)
 LZ0537
 LZ0537                         *CURRENT SURVEY CONTROL
 LZ0537  ___________________________________________________________________
 LZ0537* NAD 83(1986)-  41 40 32.     (N)    076 59 10.     (W)     SCALED    
 LZ0537* NAVD 88     -       553.859  (meters)    1817.12   (feet)  ADJUSTED  
 LZ0537  ___________________________________________________________________
 LZ0537  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LZ0537  DYNAMIC HT  -         553.605 (meters)    1816.29  (feet)  COMP
 LZ0537  MODELED GRAV-     980,147.4   (mgal)                       NAVD 88
 LZ0537
 LZ0537  VERT ORDER  -  SECOND    CLASS 0
 LZ0537
 LZ0537.The horizontal coordinates were scaled from a topographic map and have
 LZ0537.an estimated accuracy of +/- 6 seconds.
 LZ0537
 LZ0537.The orthometric height was determined by differential leveling
 LZ0537.and adjusted by the National Geodetic Survey in June 1991..
 LZ0537
 LZ0537.The geoid height was determined by GEOID03.
 LZ0537
 LZ0537.The dynamic height is computed by dividing the NAVD 88
 LZ0537.geopotential number by the normal gravity value computed on the
 LZ0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0537.degrees latitude (g = 980.6199 gals.).
 LZ0537
 LZ0537.The modeled gravity was interpolated from observed gravity values.
 LZ0537
 LZ0537;                    North         East    Units  Estimated Accuracy
 LZ0537;SPC PA N     -   167,850.      663,610.      MT  (+/- 180 meters Scaled)
 LZ0537
 LZ0537                          SUPERSEDED SURVEY CONTROL
 LZ0537
 LZ0537  NGVD 29 (??/??/92)  553.995  (m)         1817.57   (f) ADJ UNCH    2 0
 LZ0537
 LZ0537.Superseded values are not recommended for survey control.
 LZ0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0537.See file dsdata.txt to determine how the superseded data were derived.
 LZ0537
 LZ0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM346156(NAD 83)
 LZ0537_MARKER: DB = BENCH MARK DISK
 LZ0537_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0537_SP_SET: FOUNDATION
 LZ0537_STAMPING: FALLBROOK 1934
 LZ0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0537
 LZ0537  HISTORY     - Date     Condition        Report By
 LZ0537  HISTORY     - 1934     MONUMENTED       CGS
 LZ0537
 LZ0537                          STATION DESCRIPTION
 LZ0537
 LZ0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0537'1.9 MI E FROM MORRIS RUN.
 LZ0537'1.9 MILES EAST ALONG THE ROAD LEADING TO FALLBROOK FROM MORRIS
 LZ0537'RUN, TIOGA COUNTY, AT FALLBROOK, ON THE PROPERTY OF JAMES N.
 LZ0537'MUIR, AT THE TWO-STORY WHITE HOUSE ON THE SUMMIT OF A HILL, IN
 LZ0537'THE NORTH SIDE OF THE FOUNDATION, 3 FEET EAST OF THE NORTHWEST
 LZ0537'CORNER OF THE HOUSE, AND ABOUT 2 FEET ABOVE GROUND.  A STANDARD
 LZ0537'DISK, STAMPED FALLBROOK 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0535 ***********************************************************************
 LZ0535  DESIGNATION -  FALLBROOK PDH
 LZ0535  PID         -  LZ0535
 LZ0535  STATE/COUNTY-  PA/TIOGA
 LZ0535  USGS QUAD   -  GLEASON (1986)
 LZ0535
 LZ0535                         *CURRENT SURVEY CONTROL
 LZ0535  ___________________________________________________________________
 LZ0535* NAD 83(1986)-  41 40 42.     (N)    076 59 15.     (W)     SCALED    
 LZ0535* NAVD 88     -       578.827  (meters)    1899.03   (feet)  ADJUSTED  
 LZ0535  ___________________________________________________________________
 LZ0535  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LZ0535  DYNAMIC HT  -         578.562 (meters)    1898.17  (feet)  COMP
 LZ0535  MODELED GRAV-     980,147.3   (mgal)                       NAVD 88
 LZ0535
 LZ0535  VERT ORDER  -  SECOND    CLASS 0
 LZ0535
 LZ0535.The horizontal coordinates were scaled from a topographic map and have
 LZ0535.an estimated accuracy of +/- 6 seconds.
 LZ0535
 LZ0535.The orthometric height was determined by differential leveling
 LZ0535.and adjusted by the National Geodetic Survey in June 1991..
 LZ0535
 LZ0535.The geoid height was determined by GEOID03.
 LZ0535
 LZ0535.The dynamic height is computed by dividing the NAVD 88
 LZ0535.geopotential number by the normal gravity value computed on the
 LZ0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0535.degrees latitude (g = 980.6199 gals.).
 LZ0535
 LZ0535.The modeled gravity was interpolated from observed gravity values.
 LZ0535
 LZ0535;                    North         East    Units  Estimated Accuracy
 LZ0535;SPC PA N     -   168,160.      663,490.      MT  (+/- 180 meters Scaled)
 LZ0535
 LZ0535                          SUPERSEDED SURVEY CONTROL
 LZ0535
 LZ0535  NGVD 29 (??/??/92)  578.97   (m)         1899.5    (f) COMPUTED    2 0
 LZ0535
 LZ0535.Superseded values are not recommended for survey control.
 LZ0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0535.See file dsdata.txt to determine how the superseded data were derived.
 LZ0535
 LZ0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM345159(NAD 83)
 LZ0535_MARKER: DD = SURVEY DISK
 LZ0535_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0535_SP_SET: ABUTMENT
 LZ0535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0535
 LZ0535  HISTORY     - Date     Condition        Report By
 LZ0535  HISTORY     - UNK      MONUMENTED       PADH
 LZ0535  HISTORY     - 1934     GOOD             NGS
 LZ0535  HISTORY     - 1972     GOOD             LOCSUR
 LZ0535
 LZ0535                          STATION DESCRIPTION
 LZ0535
 LZ0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0535'AT FALLBROOK.
 LZ0535'AT FALLBROOK, TIOGA COUNTY, ON THE ROAD LEADING TO MORRIS RUN,
 LZ0535'AT HIGHWAY STATION, 209+00, AT 40-FOOT CONCRETE HIGHWAY BRIDGE
 LZ0535'209+08 OVER FALL BROOK, IN THE TOP OF THE SOUTH SIDE OF THE WEST
 LZ0535'ABUTMENT, 10 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND
 LZ0535'ABOUT LEVEL WITH THE ROAD.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS
 LZ0535'STANDARD DISK.
 LZ0535
 LZ0535                          STATION RECOVERY (1972)
 LZ0535
 LZ0535'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 LZ0535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2275 ***********************************************************************
 MA2275  DESIGNATION -  FALLS
 MA2275  PID         -  MA2275
 MA2275  STATE/COUNTY-  PA/CLEARFIELD
 MA2275  USGS QUAD   -  FALLS CREEK (1994)
 MA2275
 MA2275                         *CURRENT SURVEY CONTROL
 MA2275  ___________________________________________________________________
 MA2275* NAD 83(1992)-  41 08 59.89111(N)    078 47 32.81085(W)     ADJUSTED  
 MA2275* NAVD 88     -       464.     (meters)    1522.     (feet)  SCALED    
 MA2275  ___________________________________________________________________
 MA2275  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 MA2275  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 MA2275
 MA2275  HORZ ORDER  -  FIRST
 MA2275
 MA2275.The horizontal coordinates were established by classical geodetic methods
 MA2275.and adjusted by the National Geodetic Survey in June 2002..
 MA2275
 MA2275.The orthometric height was scaled from a topographic map.
 MA2275
 MA2275.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2275
 MA2275.The geoid height was determined by GEOID03.
 MA2275
 MA2275;                    North         East     Units Scale Factor Converg.
 MA2275;SPC PA N     -   109,725.886   512,497.531   MT  0.99996768   -0 41 22.6
 MA2275;SPC PA N     -   359,992.34  1,681,418.98   sFT  0.99996768   -0 41 22.6
 MA2275;UTM  17      - 4,557,754.239   685,243.322   MT  1.00002234   +1 27 11.0
 MA2275
 MA2275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2275!SPC PA N     -   0.99993230  x   0.99996768  =   0.99989999
 MA2275!UTM  17      -   0.99993230  x   1.00002234  =   0.99995464
 MA2275
 MA2275|---------------------------------------------------------------------|
 MA2275| PID    Reference Object                     Distance      Geod. Az  |
 MA2275|                                                           dddmmss.s |
 MA2275| MA2277 FALLS 2                              63.687 METERS 05043     |
 MA2275| MA2276 FALLS 1938 RM 2                      15.834 METERS 06117     |
 MA2275| MA0560 LUTHER                              APPROX.13.3 KM 1452246.5 |
 MA2275| MA2266 CHICAGO NEW YORK AIRWAY BCN 47      APPROX. 9.1 KM 1551435.0 |
 MA2275| CJ9757 FALLS AZ MK                                        3212120.3 |
 MA2275| CJ9758 FALLS RM 1                           19.850 METERS 33704     |
 MA2275|---------------------------------------------------------------------|
 MA2275
 MA2275                          SUPERSEDED SURVEY CONTROL
 MA2275
 MA2275  NAD 83(1986)-  41 08 59.89192(N)    078 47 32.81352(W) AD(       ) 1
 MA2275  NAD 27      -  41 08 59.66847(N)    078 47 33.70378(W) AD(       ) 1
 MA2275
 MA2275.Superseded values are not recommended for survey control.
 MA2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2275.See file dsdata.txt to determine how the superseded data were derived.
 MA2275
 MA2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF8524357754(NAD 83)
 MA2275_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2275_SETTING: 80 = SET IN A BOULDER
 MA2275_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MA2275
 MA2275  HISTORY     - Date     Condition        Report By
 MA2275  HISTORY     - 1938     MONUMENTED       CGS
 MA2275  HISTORY     - 1958     SEE DESCRIPTION  CGS
 MA2275  HISTORY     - 1959     SEE DESCRIPTION  CGS
 MA2275  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MA2275
 MA2275                          STATION DESCRIPTION
 MA2275
 MA2275'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 MA2275'STATION IS ABOUT 3 MILES NW OF DUBOIS, 3/4 MILE NE OF FALLS CREEK
 MA2275'POST OFFICE, 0.1 MILE SE OF JEFFERSON AND CLEARFIELD COUNTY LINES
 MA2275'ON NE SIDE OF ROUTE 219, MARK IS A STANDARD BRONZE DISK SET IN LARGE
 MA2275'BOULDER APPROXIMATELY 0.1 MILE S OF JEFFERSON-CLEARFIELD COUNTY
 MA2275'LINES MONUMENT, BOULDER IS 18 FEET BY 22 FEET AND 8 FEET HIGH, MARK
 MA2275'IS SET IN CENTER OF THIS BOULDER 4.48 FEET N OF 1-INCH IRON BOLT
 MA2275'PROJECTING 1 FOOT ABOVE ROCK, 7.62 FEET S OF 1 1/2-INCH IRON BOLT
 MA2275'PROJECTING 1 FOOT ABOVE ROCK, AND IS STAMPED FALLS 1938.
 MA2275'
 MA2275'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 MA2275'BRONZE DISKS IN A BOULDER, CONCRETE, BOULDERS, AND OUTCROPPING
 MA2275'BEDROCK AS DESCRIBED IN NOTES 4, 7A, 12C, AND 12A.
 MA2275'
 MA2275'REFERENCE MARK NO. 1 IS SET IN LARGE BOULDER N OF STATION AND IS
 MA2275'STAMPED FALLS 1938.  REFERENCE MARK NO. 2 IS SET IN BOULDER E OF
 MA2275'STATION AND IS STAMPED FALLS 1938.
 MA2275'
 MA2275'AZIMUTH MARK IS SET FLUSH IN OUTCROPPING BEDROCK, 0.1 MILE N OF
 MA2275'STATION, 19 FEET W OF CENTER OF 219, 25.5 FEET S OF
 MA2275'JEFFERSON-CLEARFIELD COUNTY LINES MONUMENT, 18 FEET E OF SMALL, TWIN
 MA2275'MAPLE TREE, AND IS STAMPED FALLS 1938.
 MA2275'
 MA2275'U.S.G.S. MARK IS SET IN BOULDER, 17.220 FEET S OF STATION, AND IS
 MA2275'STAMPED US GS 1927 TT7J.
 MA2275'
 MA2275'TO REACH FROM DUBOIS POST OFFICE, GO N ON 219 ABOUT 3 MILES TO TOP OF
 MA2275'RIDGE AND STATION SITE ON R.
 MA2275'
 MA2275'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 MA2275
 MA2275                          STATION RECOVERY (1958)
 MA2275
 MA2275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JEG)
 MA2275'THE STATION, AZIMUTH MARK AND REFERENCE MARK 1 WERE RECOVERED AS
 MA2275'DESCRIBED AND FOUND IN GOOD CONDITION THOUGH SOMEWHAT MUTILATED BY
 MA2275'VANDALS.  REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT FOUND.
 MA2275
 MA2275                          STATION RECOVERY (1959)
 MA2275
 MA2275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CGS)
 MA2275'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 MA2275'CONDITION.  THE MARK IS TOO CLOSE TO THE EDGE OF A DROP OFF ON THE
 MA2275'WEST EDGE OF THE BOULDER IN WHICH IT IS CEMENTED FOR A STEEL TOWER TO
 MA2275'BE ERRECTED.  REFERENCE MARK NUMBER 2 WAS OBSERVED AS THE
 MA2275'STATION.  A DIFFERENCE WAS NOTED IN THE MEASUREMENT OF BOTH REFERENCE
 MA2275'MARKS.
 MA2275
 MA2275                          STATION RECOVERY (1967)
 MA2275
 MA2275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MA2275'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH MARK
 MA2275'WERE RECOVERED IN GOOD CONDITION.  THE STATION AND ALL MARKS MAY BE
 MA2275'DESTROYED IN THE NEAR FUTURE.  SEE DESCRIPTION FOR FALLS 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2276 ***********************************************************************
 MA2276  DESIGNATION -  FALLS 1938 RM 2
 MA2276  PID         -  MA2276
 MA2276  STATE/COUNTY-  PA/CLEARFIELD
 MA2276  USGS QUAD   -  FALLS CREEK (1994)
 MA2276
 MA2276                         *CURRENT SURVEY CONTROL
 MA2276  ___________________________________________________________________
 MA2276* NAD 83(1992)-  41 09 00.13771(N)    078 47 32.21529(W)     ADJUSTED  
 MA2276* NAVD 88     -       466.     (meters)    1529.     (feet)  SCALED    
 MA2276  ___________________________________________________________________
 MA2276  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 MA2276  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 MA2276
 MA2276  HORZ ORDER  -  SECOND
 MA2276
 MA2276.The horizontal coordinates were established by classical geodetic methods
 MA2276.and adjusted by the National Geodetic Survey in June 2002..
 MA2276
 MA2276.The orthometric height was scaled from a topographic map.
 MA2276
 MA2276.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2276
 MA2276.The geoid height was determined by GEOID03.
 MA2276
 MA2276;                    North         East     Units Scale Factor Converg.
 MA2276;SPC PA N     -   109,733.325   512,511.508   MT  0.99996767   -0 41 22.2
 MA2276;SPC PA N     -   360,016.75  1,681,464.84   sFT  0.99996767   -0 41 22.2
 MA2276;UTM  17      - 4,557,762.197   685,257.012   MT  1.00002241   +1 27 11.4
 MA2276
 MA2276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2276!SPC PA N     -   0.99993199  x   0.99996767  =   0.99989966
 MA2276!UTM  17      -   0.99993199  x   1.00002241  =   0.99995440
 MA2276
 MA2276|---------------------------------------------------------------------|
 MA2276| PID    Reference Object                     Distance      Geod. Az  |
 MA2276|                                                           dddmmss.s |
 MA2276| MA2275 FALLS                                15.834 METERS 24117     |
 MA2276| MA2289 SANDY                               APPROX. 8.9 KM 2475819.2 |
 MA2276|---------------------------------------------------------------------|
 MA2276
 MA2276                          SUPERSEDED SURVEY CONTROL
 MA2276
 MA2276  NAD 83(1986)-  41 09 00.13862(N)    078 47 32.21772(W) AD(       ) 2
 MA2276  NAD 27      -  41 08 59.91511(N)    078 47 33.10828(W) AD(       ) 2
 MA2276
 MA2276.Superseded values are not recommended for survey control.
 MA2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2276.See file dsdata.txt to determine how the superseded data were derived.
 MA2276
 MA2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF8525757762(NAD 83)
 MA2276_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2276_SETTING: 80 = SET IN A BOULDER
 MA2276_SP_SET: SET IN DRILL HOLE IN A BOULDER
 MA2276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA2276+STABILITY: SURFACE MOTION
 MA2276
 MA2276  HISTORY     - Date     Condition        Report By
 MA2276  HISTORY     - 1959     MONUMENTED       CGS
 MA2276  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MA2276
 MA2276                          STATION DESCRIPTION
 MA2276
 MA2276'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 MA2276'STATION IS LOCATED IN A SMALL CLEARING, ABOUT 80 FEET EAST OF U.S.
 MA2276'HIGHWAY 219, 3 MILES NORTHWEST OF DUBOIS 3/4 MILE NORTHEAST OF
 MA2276'FALLS CREEK POST OFFICE, 0.1 MILE SOUTHEAST OF THE
 MA2276'JEFFERSON-CLEARFIELD COUNTY LINE AND IS ON PROPERTY OWNED BY MR.
 MA2276'GOODFORD WHO LIVES ABOUT 0.1 MILE SOUTH OF THE STATION AND ON THE
 MA2276'EAST SIDE OF HIGHWAY 219.
 MA2276'
 MA2276'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 219 AND STATE
 MA2276'HIGHWAY 255 WHICH IS ABOUT 1/2 MILE NORTH OF THE CENTER SECTION
 MA2276'OF DUBOIS.  GO WEST AND NORTH, ON HIGHWAY 219 FOR 2.74 MILES, SUMMIT
 MA2276'OF A GRADE AND STATION ON THE RIGHT, EAST SIDE OF THE HIGHWAY.  TO
 MA2276'DRIVE TO THE STATION, CONTINUE NORTH ON HIGHWAY 219 FOR 0.02 MILE.
 MA2276'TURN RIGHT AND FOLLOW A TRACK ROAD, THROUGH WOODS FOR 0.08 MILE.
 MA2276'TURN RIGHT AND GO WEST, ON A CLEARED TRAIL FOR 0.04 MILE AND STATION.
 MA2276'
 MA2276'STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED FALLS NO 2
 MA2276'1938, CEMENTED IN THE TOP OF A SMALL BOULDER WHICH IS FLUSH WITH THE
 MA2276'GROUND SURFACE.  IT IS ABOUT 80 FEET EAST OF U.S. HIGHWAY 219.
 MA2276'
 MA2276'FALLS STATION MARK IS A STANDARD DISK, STAMPED FALLS 1938, CEMENTED
 MA2276'IN A DRILL HOLE, IN THE TOP OF A VERY LARGE BOULDER WHICH IS FLUSH
 MA2276'WITH THE GROUND SURFACE.  IT IS ABOUT 30 FEET EAST OF U.S. HIGHWAY
 MA2276'219.
 MA2276'
 MA2276'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 MA2276
 MA2276                          STATION RECOVERY (1967)
 MA2276
 MA2276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MA2276'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE MARK MAY BE
 MA2276'DESTROYED IN THE NEAR FUTURE DUE TO HIGHWAY CONSTRUCTION.  SEE THE
 MA2276'DESCRIPTION FOR FALLS 2.
 MA2276'
 MA2276'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-1 MILE NE OF
 MA2276'FALLS CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2277 ***********************************************************************
 MA2277  DESIGNATION -  FALLS 2
 MA2277  PID         -  MA2277
 MA2277  STATE/COUNTY-  PA/CLEARFIELD
 MA2277  USGS QUAD   -  FALLS CREEK (1994)
 MA2277
 MA2277                         *CURRENT SURVEY CONTROL
 MA2277  ___________________________________________________________________
 MA2277* NAD 83(1992)-  41 09 01.19834(N)    078 47 30.69689(W)     ADJUSTED  
 MA2277* NAVD 88     -       470.4    (meters)    1543.     (feet)  VERTCON   
 MA2277  ___________________________________________________________________
 MA2277  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 MA2277  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 MA2277
 MA2277  HORZ ORDER  -  SECOND
 MA2277
 MA2277.The horizontal coordinates were established by classical geodetic methods
 MA2277.and adjusted by the National Geodetic Survey in June 2002..
 MA2277
 MA2277.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2277
 MA2277.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2277
 MA2277.The geoid height was determined by GEOID03.
 MA2277
 MA2277;                    North         East     Units Scale Factor Converg.
 MA2277;SPC PA N     -   109,765.615   512,547.304   MT  0.99996765   -0 41 21.2
 MA2277;SPC PA N     -   360,122.69  1,681,582.28   sFT  0.99996765   -0 41 21.2
 MA2277;UTM  17      - 4,557,795.804   685,291.577   MT  1.00002256   +1 27 12.4
 MA2277
 MA2277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2277!SPC PA N     -   0.99993129  x   0.99996765  =   0.99989894
 MA2277!UTM  17      -   0.99993129  x   1.00002256  =   0.99995384
 MA2277
 MA2277|---------------------------------------------------------------------|
 MA2277| PID    Reference Object                     Distance      Geod. Az  |
 MA2277|                                                           dddmmss.s |
 MA2277| CJ9760 FALLS 2 RM 3                         18.915 METERS 04812     |
 MA2277| MA2275 FALLS                                63.687 METERS 23043     |
 MA2277| CJ9759 FALLS 2 AZ MK                                      3063842.9 |
 MA2277| CJ9761 FALLS 2 RM 4                         21.916 METERS 32727     |
 MA2277|---------------------------------------------------------------------|
 MA2277
 MA2277                          SUPERSEDED SURVEY CONTROL
 MA2277
 MA2277  NAD 83(1986)-  41 09 01.19914(N)    078 47 30.69958(W) AD(       ) 2
 MA2277  NAD 27      -  41 09 00.97646(N)    078 47 31.59500(W) AD(       ) 2
 MA2277  NGVD 29 (07/19/86)  470.5    (m)         1544.     (f) VERT ANG       
 MA2277
 MA2277.Superseded values are not recommended for survey control.
 MA2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2277.See file dsdata.txt to determine how the superseded data were derived.
 MA2277
 MA2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF8529257796(NAD 83)
 MA2277_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2277
 MA2277  HISTORY     - Date     Condition        Report By
 MA2277  HISTORY     - 1967     MONUMENTED       CGS
 MA2277  HISTORY     - 1968     SEE DESCRIPTION  CGS
 MA2277
 MA2277                          STATION DESCRIPTION
 MA2277
 MA2277'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MA2277'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF DUBOIS, 1 MILE
 MA2277'NORTHEAST OF FALLS CREEK, 0.1 MILE SOUTHEAST OF THE
 MA2277'CLEARFIELD-JEFFERSON COUNTY LINE AND 0.1 MILE EAST OF U. S. HIGHWAY
 MA2277'219.  IT IS ON A HIGH TIMBERED RIDGE.
 MA2277'
 MA2277'TO REACH THE STATION FROM THE POST OFFICE IN FALLS CREEK, GO EAST ON
 MA2277'STATE HIGHWAY 830 FOR 0.75 MILE TO THE JUNCTION OF U. S. HIGHWAY
 MA2277'219, TURN LEFT AND GO NORTH ON U. S. HIGHWAY 219 FOR 0.35 MILE T A
 MA2277'TRACK ROAD ON THE RIGHT, TURN RIGHT AND GO EASTERLY ON THE TRACK ROAD
 MA2277'FOR 0.1 MILE TO AN OPEN AREA AND THE STATION ON THE LEFT.
 MA2277'
 MA2277'THE STATION MARK IS 7 FEET NORTHEAST OF A DOUBLE TRUNKED OAK TREE, 7
 MA2277'FEET NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF THE TRACK ROAD
 MA2277'AND 5 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST.  THE MARK IS A
 MA2277'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 MA2277'PROJECTING 3 INCHES AND IS STAMPED FALLS 2 1967.
 MA2277'
 MA2277'REFERENCE MARK NO. 3 IS 61 FEET NORTHEAST OF A METAL WITNESS POST, 27
 MA2277'FEET EAST OF THE APPROXIMATE CENTER OF THE TRACK ROAD AND 2 FEET
 MA2277'NORTHWEST OF A 6-INCH OAK TREE.  THE MARK IS A STANDARD DISK SET IN
 MA2277'THE TOP OF A SQUARE CONCRETE POST PROJECTING 3 INCHES AND IS
 MA2277'STAMPED FALLS 2 NO 3 1967.
 MA2277'
 MA2277'REFERENCE MARK NO. 4 IS 67 FEET NORTH OF A METAL WITNESS POST, 59
 MA2277'FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE TRACK ROAD AND 40
 MA2277'FEET WEST OF A DOUBLE TRUNKED OAK TREE.  THE MARK IS A STANDARD DISK
 MA2277'CEMENTED IN A DRILL HOLE IN A BOULDER AND IS STAMPED FALLS 2 NO 4
 MA2277'1967.
 MA2277
 MA2277                          STATION RECOVERY (1968)
 MA2277
 MA2277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA2277'THE STATION MARK, REFERENCE MARKS 3 AND 4 RECOVERED.  AN AZIMUTH MARK
 MA2277'2 WAS ESTABLISHED.  THE 1967 DATA WAS NOT AVAILABLE SO A
 MA2277'COMPLETE NEW DESCRIPTION FOLLOWS.
 MA2277'
 MA2277'THE STATION IS 0.1 MILE SOUTHEAST OF THE JEFFERSON-CLEARFIELD COUNTY
 MA2277'LINE, ABOUT 0.15 MILE NORTHEAST OF WHERE THE INTERSTATE
 MA2277'HIGHWAY WILL CROSS U.S. HIGHWAY 219, AND ABOUT 200 FEET EAST OF U.S.
 MA2277'HIGHWAY 219.
 MA2277'
 MA2277'TO REACH THE STATION FROM THE POST OFFICE IN DUBOIS, GO NORTH ON U.S.
 MA2277'HIGHWAY 219 FOR 0.6 MILE TO ITS JUNCTION WITH STATE HIGHWAY 255.
 MA2277'TURN LEFT AND GO NORTH ON U.S. HIGHWAY 219 FOR 2.35 MILES TO ITS
 MA2277'JUNCTION WITH STATE HIGHWAY 830.  CONTINUE NORTH ON U.S. HIGHWAY
 MA2277'219 FOR 0.35 MILE TO THE TOP OF THE GRADE AND A TRACK ROAD RIGHT.
 MA2277'(TO REACH THE AZIMUTH MARK, CONTINUE NORTH ON U.S. HIGHWAY 219 FOR
 MA2277'0.2 MILE TO A DRIVEWAY LEFT LEADING TO THE HOME OF MR. G. E. DOWDEN,
 MA2277'AND THE MARK IN THE YARD.) TURN RIGHT AND GO NORTHEAST ON THE
 MA2277'TRACK ROAD ACROSS A BARE, ROCKY AREA FOR 250 FEET TO THE STATION
 MA2277'ON THE LEFT AS DESCRIBED.
 MA2277'
 MA2277'THE STATION MARK IS 62 FEET SOUTH-SOUTHWEST OF A TWIN-TRUNK OAK TREE
 MA2277'WITH A TRIANGLE BLAZE, 16 FEET NORTH OF THE CENTER OF THE TRACK
 MA2277'ROAD, 8 FEET EAST-NORTHEAST OF A 18 INCH TREE WITH A TRIANGLE BLAZE,
 MA2277'AND 5.1 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 MA2277'IT IS A STANDARD TRIANGULATION DISK SET IN THE TOP OF A 12 INCH
 MA2277'SQUARE CONCRETE POST WHICH PROJECTS 1 INCH ABOVE GROUND.  IT IS
 MA2277'STAMPED FALLS 2 1967.
 MA2277'
 MA2277'REFERENCE MARK 3 IS 69.5 FEET NORTHEAST OF THE 18 INCH TREE WITH A
 MA2277'TRIANGLE BLAZE, 61.0 FEET NORTHEAST OF THE METAL WITNESS POST
 MA2277'AND SIGN, 24.5 FEET EAST OF THE CENTER OF THE TRACK ROAD, AND 47.5
 MA2277'FEET EAST-SOUTHEAST OF THE TWIN-TRUNK OAK TREE WITH A TRIANGLE
 MA2277'BLAZE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE
 MA2277'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  IT IS STAMPED FALLS
 MA2277'2 NO 3 1967.
 MA2277'
 MA2277'REFERENCE MARK 4 IS 75 FEET NORTH OF THE 18 INCH TREE WITH A TRIANGLE
 MA2277'BLAZE, 68 FEET NORTHWEST OF THE CENTER OF THE TRACK ROAD, 67.0
 MA2277'FEET NORTH-NORTHWEST OF A METAL WITNESS POST AND SIGN, AND 41 FEET
 MA2277'WEST-NORTHWEST OF THE TWIN-TRUNK OAK TREE WITH A TRIANGLE BLAZE.  IT
 MA2277'IS A STANDARD DISK SET FLUSH IN A DRILL HOLE IN BEDROCK.  IT IS
 MA2277'STAMPED FALLS 2 NO 4 1967.
 MA2277'
 MA2277'THE AZIMUTH MARK IS 65 FEET SOUTHWEST OF THE CENTERLINE OF U.S.
 MA2277'HIGHWAY 219, 36.6 FEET NORTH-NORTHWEST OF THE CENTER OF THE
 MA2277'DRIVEWAY, AND 3.4 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN.
 MA2277'IT IS A STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 MA2277'POST WHICH PROJECTS 2 INCHES ABOVE GROUND.  IT IS STAMPED FALLS 2 AZ
 MA2277'2 1968.
 MA2277'
 MA2277'NOTE- STATION AND R.M. 3 ARE PAINTED YELLOW.
 MA2277'
 MA2277'HEIGHT OF LIGHT ABOVE STATION MARK 26.44 FEET.
 MA2277'
 MA2277'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES NORTHWEST
 MA2277'OF DUBOIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1951 ***********************************************************************
 LZ1951  DESIGNATION -  FAN
 LZ1951  PID         -  LZ1951
 LZ1951  STATE/COUNTY-  PA/LYCOMING
 LZ1951  USGS QUAD   -  HUGHESVILLE (1975)
 LZ1951
 LZ1951                         *CURRENT SURVEY CONTROL
 LZ1951  ___________________________________________________________________
 LZ1951* NAD 83(1992)-  41 14 03.29357(N)    076 39 33.93221(W)     ADJUSTED  
 LZ1951* NAVD 88     -       388.     (meters)    1273.     (feet)  SCALED    
 LZ1951  ___________________________________________________________________
 LZ1951  LAPLACE CORR-           5.79  (seconds)                    DEFLEC99
 LZ1951  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 LZ1951
 LZ1951  HORZ ORDER  -  FIRST
 LZ1951
 LZ1951.The horizontal coordinates were established by classical geodetic methods
 LZ1951.and adjusted by the National Geodetic Survey in June 2002..
 LZ1951
 LZ1951.The orthometric height was scaled from a topographic map.
 LZ1951
 LZ1951.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1951
 LZ1951.The geoid height was determined by GEOID03.
 LZ1951
 LZ1951;                    North         East     Units Scale Factor Converg.
 LZ1951;SPC PA N     -   119,134.323   691,424.159   MT  0.99996193   +0 43 17.2
 LZ1951;SPC PA N     -   390,859.86  2,268,447.43   sFT  0.99996193   +0 43 17.2
 LZ1951;UTM  18      - 4,566,088.984   360,932.447   MT  0.99983802   -1 05 38.3
 LZ1951
 LZ1951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1951!SPC PA N     -   0.99994431  x   0.99996193  =   0.99990624
 LZ1951!UTM  18      -   0.99994431  x   0.99983802  =   0.99978234
 LZ1951
 LZ1951|---------------------------------------------------------------------|
 LZ1951| PID    Reference Object                     Distance      Geod. Az  |
 LZ1951|                                                           dddmmss.s |
 LZ1951| CB3292 FAN RM 1                              7.160 METERS 07141     |
 LZ1951| CB3293 FAN RM 2                              7.615 METERS 19209     |
 LZ1951| LZ1950 FAN AZ MK                           APPROX. 0.5 KM 2142905.8 |
 LZ1951| LZ1964 RNG WILLIAMSPORT RADIO IPT          APPROX.10.0 KM 2683724.4 |
 LZ1951| LZ1953 AIRWAY BCN 14 NNE OF MUNCY          APPROX. 9.9 KM 2690154.3 |
 LZ1951|---------------------------------------------------------------------|
 LZ1951
 LZ1951                          SUPERSEDED SURVEY CONTROL
 LZ1951
 LZ1951  NAD 83(1986)-  41 14 03.29126(N)    076 39 33.92986(W) AD(       ) 1
 LZ1951  NAD 27      -  41 14 02.99508(N)    076 39 35.08308(W) AD(       ) 1
 LZ1951
 LZ1951.Superseded values are not recommended for survey control.
 LZ1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1951.See file dsdata.txt to determine how the superseded data were derived.
 LZ1951
 LZ1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL6093266089(NAD 83)
 LZ1951_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1951
 LZ1951  HISTORY     - Date     Condition        Report By
 LZ1951  HISTORY     - 1958     MONUMENTED       CGS
 LZ1951  HISTORY     - 1968     SEE DESCRIPTION  USGS
 LZ1951
 LZ1951                          STATION DESCRIPTION
 LZ1951
 LZ1951'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ1951'THE STATION IS APPROXIMATELY 4.0 MILES EAST OF HUGHESVILLE, 3.0 MILES
 LZ1951'WEST OF LAIRDSVILLE ON A FLAT GRASSEY TOPPED HILL ON THE WEST SIDE
 LZ1951'OF A NORTH AND SOUTH ROW OF TREES ABOUT THIRTY FEET WIDE, AND ON
 LZ1951'PROPERTY OWNED BY MR. ALBERT WARN.
 LZ1951'
 LZ1951'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 220 AND STATE HIGHWAY 115
 LZ1951'IN THE CENTER OF HUGHESVILLE, GO EAST ON STATE HIGHWAY 115 FOR
 LZ1951'3.95 MILES TO TOP OF HILL AND A SIDE ROAD LEFT, TURN LEFT ON GRAVEL
 LZ1951'ROAD AND GO 0.3 MILES TO ROAD FORKS, KEEP LEFT FORK STRAIGHT AHEAD
 LZ1951'AND GO 0.45 MILE TO FAN MARKER ON LEFT, (AZIMUTH MARK ON RIGHT)
 LZ1951'CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO A WOODS ROAD RIGHT, TURN
 LZ1951'RIGHT AND GO FOR 0.05 MILE TO A TRACK ROAD TO THE RIGHT GOING ALONG
 LZ1951'EDGE OF FIELD, BEAR RIGHT AND FOLLOW TRACK ROAD EAST ALONG EDGE
 LZ1951'OF FIELD FOR 0.35 MILE TO THE NORTHEAST CORNER OF FIELD AT NORTH AND
 LZ1951'SOUTH ROW OF TREE, TURN RIGHT AND FOLLOW WEST SIDE OF ROW OF TREES
 LZ1951'FOR 0.1 MILE TO STATION ON THE LEFT.
 LZ1951'
 LZ1951'STATION MARKS ARE STANDARD DISKS STAMPED FAN 1958.  THE SURFACE DISK
 LZ1951'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 5
 LZ1951'FEET SOUTHWEST OF A 10-INCH TREE AND 15 FEET NORTH OF A TRIANGLE
 LZ1951'BLAZE ON A 8-INCH TREE.  A STANDARD WITNESS POST WAS SET 5 FEET
 LZ1951'SOUTH-SOUTHEAST OF THE MARK.  THE UNDERGROUND DISK IS SET IN AN
 LZ1951'IRREGULAR MASS OF CONCRETE 28 INCHES BELOW THE SURFACE OF THE
 LZ1951'GROUND.
 LZ1951'
 LZ1951'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FAN NO 1 1958, IS SET
 LZ1951'IN A SQUARE CENCRETE POST WHICH PROJECTS 8 INCHES.  IT IS 3 FEET
 LZ1951'NORTH OF A TWIN TRUNKED TREE AND 19 FEET EAST OF A 10-INCH TREE.
 LZ1951'
 LZ1951'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FAN NO 2 1958, IS SET
 LZ1951'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 11 FEET
 LZ1951'SOUTHWEST OF A 6-INCH TREE AND 3 FEET WEST OF THE EDGE OF FIELD.
 LZ1951'
 LZ1951'AZIMUTH MARK, A STANDARD DISK STAMPED FAN 1958, IS SET IN A SQUARE
 LZ1951'CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 23 FEET EAST OF CENTER
 LZ1951'OF ROAD AND 7 FEET SOUTH EAST OF A 8-INCH TREE.  A STANDARD WITNESS
 LZ1951'POST WAS SET 3 FEET SOUTH OF THE MARK
 LZ1951
 LZ1951                          STATION RECOVERY (1968)
 LZ1951
 LZ1951'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (AIM)
 LZ1951'ALL MARKS FOUND AS DESCRIBED.
 LZ1951'
 LZ1951'HEIGHT OF LIGHT ABOVE STATION MARK - 4.6 FEET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1950 ***********************************************************************
 LZ1950  DESIGNATION -  FAN AZ MK
 LZ1950  PID         -  LZ1950
 LZ1950  STATE/COUNTY-  PA/LYCOMING
 LZ1950  USGS QUAD   -  HUGHESVILLE (1975)
 LZ1950
 LZ1950                         *CURRENT SURVEY CONTROL
 LZ1950  ___________________________________________________________________
 LZ1950* NAD 83(1992)-  41 13 49.39268(N)    076 39 46.58011(W)     ADJUSTED  
 LZ1950* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 LZ1950  ___________________________________________________________________
 LZ1950  LAPLACE CORR-           5.82  (seconds)                    DEFLEC99
 LZ1950  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 LZ1950
 LZ1950  HORZ ORDER  -  SECOND
 LZ1950
 LZ1950.The horizontal coordinates were established by classical geodetic methods
 LZ1950.and adjusted by the National Geodetic Survey in June 2002..
 LZ1950
 LZ1950.The orthometric height was scaled from a topographic map.
 LZ1950
 LZ1950.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1950
 LZ1950.The geoid height was determined by GEOID03.
 LZ1950
 LZ1950;                    North         East     Units Scale Factor Converg.
 LZ1950;SPC PA N     -   118,701.835   691,135.032   MT  0.99996214   +0 43 08.9
 LZ1950;SPC PA N     -   389,440.94  2,267,498.85   sFT  0.99996214   +0 43 08.9
 LZ1950;UTM  18      - 4,565,665.924   360,629.802   MT  0.99983906   -1 05 46.3
 LZ1950
 LZ1950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1950!SPC PA N     -   0.99995592  x   0.99996214  =   0.99991806
 LZ1950!UTM  18      -   0.99995592  x   0.99983906  =   0.99979498
 LZ1950
 LZ1950:                Primary Azimuth Mark                     Grid Az
 LZ1950:SPC PA N     -  FAN                                      033 45 48.5
 LZ1950:UTM  18      -  FAN                                      035 34 43.7
 LZ1950
 LZ1950|---------------------------------------------------------------------|
 LZ1950| PID    Reference Object                     Distance      Geod. Az  |
 LZ1950|                                                           dddmmss.s |
 LZ1950| LZ1951 FAN                                 APPROX. 0.5 KM 0342857.4 |
 LZ1950| CB4968 FAN TEMP POINT                                     1203543.2 |
 LZ1950| LZ1949 RBN HUGHESVILLE HVL 1958             24.274 METERS 23154     |
 LZ1950| LZ1952 FAN MARKER HUGHESVILLE 1958          34.951 METERS 24448     |
 LZ1950|---------------------------------------------------------------------|
 LZ1950
 LZ1950                          SUPERSEDED SURVEY CONTROL
 LZ1950
 LZ1950  NAD 83(1986)-  41 13 49.39036(N)    076 39 46.57778(W) AD(       ) 2
 LZ1950  NAD 27      -  41 13 49.09400(N)    076 39 47.73070(W) AD(       ) 2
 LZ1950
 LZ1950.Superseded values are not recommended for survey control.
 LZ1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1950.See file dsdata.txt to determine how the superseded data were derived.
 LZ1950
 LZ1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL6063065666(NAD 83)
 LZ1950
 LZ1950  HISTORY     - Date     Condition        Report By
 LZ1950  HISTORY     - 1958     MONUMENTED       CGS
 LZ1950
 LZ1950                          STATION DESCRIPTION
 LZ1950
 LZ1950'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LZ1950'SEE STATION FAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1952 ***********************************************************************
 LZ1952  DESIGNATION -  FAN MARKER HUGHESVILLE 1958
 LZ1952  PID         -  LZ1952
 LZ1952  STATE/COUNTY-  PA/LYCOMING
 LZ1952  USGS QUAD   -  HUGHESVILLE (1975)
 LZ1952
 LZ1952                         *CURRENT SURVEY CONTROL
 LZ1952  ___________________________________________________________________
 LZ1952* NAD 83(1992)-  41 13 48.91031(N)    076 39 47.93803(W)     ADJUSTED  
 LZ1952* NAVD 88     -                                                        
 LZ1952  ___________________________________________________________________
 LZ1952  LAPLACE CORR-           5.83  (seconds)                    DEFLEC99
 LZ1952  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 LZ1952
 LZ1952  HORZ ORDER  -  THIRD
 LZ1952
 LZ1952.The horizontal coordinates were established by classical geodetic methods
 LZ1952.and adjusted by the National Geodetic Survey in June 2002..
 LZ1952
 LZ1952
 LZ1952.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1952
 LZ1952.The geoid height was determined by GEOID03.
 LZ1952
 LZ1952;                    North         East     Units Scale Factor Converg.
 LZ1952;SPC PA N     -   118,686.559   691,103.597   MT  0.99996215   +0 43 08.0
 LZ1952;SPC PA N     -   389,390.82  2,267,395.72   sFT  0.99996215   +0 43 08.0
 LZ1952;UTM  18      - 4,565,651.653   360,597.903   MT  0.99983917   -1 05 47.2
 LZ1952
 LZ1952                          SUPERSEDED SURVEY CONTROL
 LZ1952
 LZ1952  NAD 83(1986)-  41 13 48.90799(N)    076 39 47.93569(W) AD(       ) 4
 LZ1952  NAD 27      -  41 13 48.61200(N)    076 39 49.08900(W) AD(       ) 3
 LZ1952
 LZ1952.Superseded values are not recommended for survey control.
 LZ1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1952.See file dsdata.txt to determine how the superseded data were derived.
 LZ1952
 LZ1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL6059865652(NAD 83)
 LZ1952
 LZ1952  HISTORY     - Date     Condition        Report By
 LZ1952  HISTORY     - 1958     MONUMENTED       CGS
 LZ1952
 LZ1952                          STATION DESCRIPTION
 LZ1952
 LZ1952'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ1952'STATION IS THE APPROXIMATE CENTER OF THE FAN MARKER ANTENNAS WHICH IS
 LZ1952'LOCATED APPROXIMATELY 4 MILES EAST OF HUGHESVILLE AND 3
 LZ1952'MILES WEST OF LAIRDSVILLE.
 LZ1952'
 LZ1952'A TRAVERSE CONNECTION WAS MADE FROM FAN AZIMUTH MARK, DISTANCE BEING
 LZ1952'114.67 FEET, (34.951 METERS) WEST-SOUTHWEST OF FAN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3807 ***********************************************************************
 KV3807  DESIGNATION -  FANCY
 KV3807  PID         -  KV3807
 KV3807  STATE/COUNTY-  PA/BERKS
 KV3807  USGS QUAD   -  BOYERTOWN (1995)
 KV3807
 KV3807                         *CURRENT SURVEY CONTROL
 KV3807  ___________________________________________________________________
 KV3807* NAD 83(1992)-  40 19 53.37023(N)    075 41 36.34911(W)     ADJUSTED  
 KV3807* NAVD 88     -       332.     (meters)    1089.     (feet)  SCALED    
 KV3807  ___________________________________________________________________
 KV3807  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 KV3807  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 KV3807
 KV3807  HORZ ORDER  -  SECOND
 KV3807
 KV3807.The horizontal coordinates were established by classical geodetic methods
 KV3807.and adjusted by the National Geodetic Survey in June 2002..
 KV3807
 KV3807.The orthometric height was scaled from a topographic map.
 KV3807
 KV3807.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3807
 KV3807.The geoid height was determined by GEOID03.
 KV3807
 KV3807;                    North         East     Units Scale Factor Converg.
 KV3807;SPC PA S     -   112,865.030   774,743.755   MT  0.99996165   +1 20 03.4
 KV3807;SPC PA S     -   370,291.35  2,541,805.14   sFT  0.99996165   +1 20 03.4
 KV3807;UTM  18      - 4,464,781.316   441,095.978   MT  0.99964271   -0 26 55.7
 KV3807
 KV3807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3807!SPC PA S     -   0.99995340  x   0.99996165  =   0.99991505
 KV3807!UTM  18      -   0.99995340  x   0.99964271  =   0.99959613
 KV3807
 KV3807|---------------------------------------------------------------------|
 KV3807| PID    Reference Object                     Distance      Geod. Az  |
 KV3807|                                                           dddmmss.s |
 KV3807| CB3294 FANCY RM 1                           23.300 METERS 09351     |
 KV3807| CB3295 FANCY RM 2                           19.120 METERS 14445     |
 KV3807| KV3817 POTTSTOWN DOEHLER CO STACK          APPROX.10.7 KM 1553252.1 |
 KV3807| KV3824 OLEY                                APPROX. 7.6 KM 3151940.2 |
 KV3807|---------------------------------------------------------------------|
 KV3807
 KV3807                          SUPERSEDED SURVEY CONTROL
 KV3807
 KV3807  NAD 83(1996)-  40 19 53.36473(N)    075 41 36.35127(W) AD(       ) 2
 KV3807  NAD 83(1986)-  40 19 53.36491(N)    075 41 36.35235(W) AD(       ) 2
 KV3807  NAD 27      -  40 19 53.01500(N)    075 41 37.67500(W) AD(       ) 2
 KV3807
 KV3807.Superseded values are not recommended for survey control.
 KV3807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3807.See file dsdata.txt to determine how the superseded data were derived.
 KV3807
 KV3807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK4109664781(NAD 83)
 KV3807_MARKER: DS = TRIANGULATION STATION DISK
 KV3807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3807_STAMPING: FANCY 1942
 KV3807_MARK LOGO: CGS   
 KV3807_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3807+STABILITY: SURFACE MOTION
 KV3807_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3807+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2001
 KV3807
 KV3807  HISTORY     - Date     Condition        Report By
 KV3807  HISTORY     - 1942     MONUMENTED       CGS
 KV3807  HISTORY     - 20000306 GOOD             PADT
 KV3807  HISTORY     - 20011002 GOOD             USPSQD
 KV3807
 KV3807                          STATION DESCRIPTION
 KV3807
 KV3807'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KV3807'STATION IS ABOUT 3 MILES W OF BOYERTOWN, 2.25 MILES S OF SHANESVILLE
 KV3807'ON THE TOP OF A HIGHTIMBERED MOUNTAIN KNOWN AS FANCY HILL.
 KV3807'THERE ARE TWO HUMPS ON THE MOUNTAIN AND THE STATION IS ON THE NE HUMP
 KV3807'AND ON THE HIGHEST PART OF THE HUMP.  IT IS MARKED WITH A STANDARD
 KV3807'DISK SET IN A SQUARE CONCRETE BLOCK THAT PROJECTS ABOUT 5 INCHES.
 KV3807'
 KV3807'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 KV3807'SET IN CONCRETE, AS DESCRIBED.
 KV3807'
 KV3807'REFERENCE MARK NO. 1 IS E OF THE STATION ABOUT 3 FEET LOWER IN
 KV3807'ELEVATION.  THE MARK PROJECTS ABOUT 6 INCHES.
 KV3807'
 KV3807'REFERENCE MARK NO. 2 IS SE OF THE STATION ABOUT 4 FEET LOWER IN
 KV3807'ELEVATION, AND PROJECTS ABOUT 2 INCHES.
 KV3807'
 KV3807'NO AZIMUTH MARK WAS SET AT THIS STATION.
 KV3807'
 KV3807'ALL MARKS ARE STAMPED WITH THE NAME AND DATE OF THE STATION AND THEIR
 KV3807'RESPECTIVE NUMBERS.
 KV3807'
 KV3807'THE STATION IS REACHED FROM YELLOW HOUSE WHICH IS ON STATE ROUTE 562
 KV3807'ABOUT 10 MILES E OF READING AND 6.5 MILES W OF BOYERTOWN BY
 KV3807'GOING E ON STATE ROUTE 562 FOR 1.15 MILES TO A CONCRETE HIGHWAY
 KV3807'BRIDGE, THEN CONTINUE ON E FOR 0.25 MILE TO PAVED SIDE ROAD LEFT
 KV3807'JUST E OF EARLVILLE POST OFFICE AND STORE AT A SIGN CABLEVILLE, THEN
 KV3807'TURN LEFT AND GO N ON PAVED ROAD FOR 2.1 MILES TO A DIRT
 KV3807'CROSSROADS, THEN TURN RIGHT AND GO SE UPHILL ON DIRT ROAD FOR 0.1
 KV3807'MILE TO A STONE HOUSE ON THE LEFT, CONTINUE ON TRAIL ROAD UP
 KV3807'MOUNTAIN FOR 0.05 MILE TO 3 FORKS, TAKE RIGHT FORK FOR 0.15 TO A
 KV3807'FORKS, TAKE RIGHT FORK FOR 50 YARDS, TAKE LEFT FORK FOR 0.15 MILE
 KV3807'TO A FORKS, TAKE LEFT FORK FOR 0.1 MILE TO TOP OF RIDGE, TAKE LEFT
 KV3807'FORK AND FOLLOW A DIM TRAIL ROAD NE UP RIDGE FOR 0.35 MILE, TURN LEFT
 KV3807'FOR 50 YARDS TO HIGHEST PART OF HILL AND STATION.
 KV3807'
 KV3807'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 KV3807
 KV3807                          STATION RECOVERY (2000)
 KV3807
 KV3807'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 KV3807'IN THE VILLAGE OF EARLVILLE, AT THE JUNCTION OF SR 0562 AND SR 2049,
 KV3807'PROCEED NORTH ON SR 2049 FOR 2.05 MI (3.30 KM) TO FANCY HILL ROAD.
 KV3807'TURN RIGHT ON FANCY HILL ROAD AND PROCEED 0.52 MI (0.84 KM) TO THE
 KV3807'CREST OF HILL AND A PRIVATE LANE ON THE LEFT.  PROCEED UP THE PRIVATE
 KV3807'LANE FOR 0.25 MI (0.40 KM) TO A BELL ATLANTIC TRANSMISSION TOWER ON
 KV3807'THE LEFT.  STATION IS LOCATED APPROXIMATELY 70 FT (21.3 M) NORTH OF
 KV3807'NORTH SIDE OF CHAIN LINK FENCE.  RM FANCY 1 IS LOCATED APPROXIMATELY 2
 KV3807'FT (0.6 M) FROM NE CORNER OF SAME FENCE.  RM FANCY 2 WAS NOT FOUND.
 KV3807
 KV3807                          STATION RECOVERY (2001)
 KV3807
 KV3807'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV3807'FROM YELLOW HOUSE GO E ON PA HWY 562 1.3 MI TO POWDER MILL RD AND TURN
 KV3807'LEFT AND GO 2.1 MI TO FANCY HILL RD.  TURN R GO .5 MI TO TOP OFF RIDGE
 KV3807'AND TURN L ON PAVED RD WITH A KEEP OUT SIGN.  GO .3 MI TO 2ND FENCED
 KV3807'COMPOUND ON LEFT. FROM NW CNR OF FENCE GO 10 PACES NE ALONG FENCE,
 KV3807'TURN LEFT 90 DEGREES AND TAKE 20 PACES TO MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2136 ***********************************************************************
 AJ2136  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2136  DESIGNATION -  FARCHT
 AJ2136  PID         -  AJ2136
 AJ2136  STATE/COUNTY-  PA/CUMBERLAND
 AJ2136  USGS QUAD   -  PLAINFIELD (1975)
 AJ2136
 AJ2136                         *CURRENT SURVEY CONTROL
 AJ2136  ___________________________________________________________________
 AJ2136* NAD 83(1992)-  40 12 18.07286(N)    077 19 06.49421(W)     ADJUSTED  
 AJ2136* NAVD 88     -       146.5    (meters)     481.     (feet)  GPS OBS   
 AJ2136  ___________________________________________________________________
 AJ2136  X           -   1,070,904.058 (meters)                     COMP
 AJ2136  Y           -  -4,759,129.149 (meters)                     COMP
 AJ2136  Z           -   4,095,470.684 (meters)                     COMP
 AJ2136  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AJ2136  ELLIP HEIGHT-         112.34  (meters)          (03/28/01) GPS OBS
 AJ2136  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 AJ2136
 AJ2136  HORZ ORDER  -  A
 AJ2136  ELLP ORDER  -  THIRD     CLASS II
 AJ2136
 AJ2136.The horizontal coordinates were established by GPS observations
 AJ2136.and adjusted by the National Geodetic Survey in March 2001..
 AJ2136
 AJ2136.The orthometric height was determined by GPS observations and a
 AJ2136.high-resolution geoid model.
 AJ2136
 AJ2136.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2136
 AJ2136.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2136
 AJ2136.The ellipsoidal height was determined by GPS observations
 AJ2136.and is referenced to NAD 83.
 AJ2136
 AJ2136.The geoid height was determined by GEOID03.
 AJ2136
 AJ2136;                    North         East     Units Scale Factor Converg.
 AJ2136;SPC PA S     -    96,877.132   636,738.216   MT  0.99996864   +0 16 47.9
 AJ2136;SPC PA S     -   317,837.72  2,089,031.96   sFT  0.99996864   +0 16 47.9
 AJ2136;UTM  18      - 4,453,090.740   302,680.106   MT  1.00007932   -1 29 49.6
 AJ2136
 AJ2136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2136!SPC PA S     -   0.99998238  x   0.99996864  =   0.99995102
 AJ2136!UTM  18      -   0.99998238  x   1.00007932  =   1.00006170
 AJ2136
 AJ2136                          SUPERSEDED SURVEY CONTROL
 AJ2136
 AJ2136.No superseded survey control is available for this station.
 AJ2136
 AJ2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK0268053091(NAD 83)
 AJ2136_MARKER: DD = SURVEY DISK
 AJ2136_SETTING: 66 = SET IN ROCK OUTCROP
 AJ2136_STAMPING: FARCHT
 AJ2136_MARK LOGO: PATUCO
 AJ2136_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ2136+STABILITY: POSITION/ELEVATION WELL
 AJ2136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2136+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2006
 AJ2136
 AJ2136  HISTORY     - Date     Condition        Report By
 AJ2136  HISTORY     - 1998     MONUMENTED       PATUCO
 AJ2136  HISTORY     - 20000417 GOOD             PATUCO
 AJ2136  HISTORY     - 20060123 GOOD             PADT
 AJ2136
 AJ2136                          STATION DESCRIPTION
 AJ2136
 AJ2136'DESCRIBED BY PENNSYLVANIA TURNPIKE COMMISSION 2000 (CJB)
 AJ2136'THE STATION IS LOCATED IN CUMBERLAND COUNTY, PENNSYLVANIA, 161 MI
 AJ2136'(259 KM) EAST OF PITTSBURGH, 25 MI (40.2 KM) WEST OF HARRISBURG, AND
 AJ2136'28 MI (45.1 KM) NORTH OF GETTYSBURG, ALONG INTERSTATE 76 (PA
 AJ2136'TURNPIKE) AT MILEPOST 217.43.
 AJ2136' 
 AJ2136'OWNERSHIP IS THE PENNSYLVANIA TURNPIKE COMMISSION, P.O. BOX 67676,
 AJ2136'HARRISBURG, PA 17106,  (717) 939-9551, C/O SURVEYS AND RIGHT-OF-WAY.
 AJ2136' 
 AJ2136'TO REACH THE STATION FROM THE INTERSECTION OF US ROUTE 11 AND
 AJ2136'INTERSTATE 76 AT THE PA TURNPIKE CARLISLE INTERCHANGE, PROCEED
 AJ2136'WEST ON INTERSTATE 76 (PA TURNPIKE) FOR 8.9 MI (14.3 KM) TO MILEPOST
 AJ2136'217.43.  PROCEED ONTO GRASS AREA TO THE RIGHT (WITH CAUTION).
 AJ2136'STATION IS NEXT TO THE RIGHT-OF-WAY FENCE, ON A SMALL KNOB OF A
 AJ2136'HILL.
 AJ2136' 
 AJ2136'THE STATION IS A PA TURNPIKE COMMISSION BRONZE DISK SET IN A
 AJ2136'LIMESTONE ROCK OUTCROPPING, FLUSH WITH THE GROUND, 2 FT (0.6 M)
 AJ2136'SOUTH OF THE NORTHERN PA TURNPIKE RIGHT-OF-WAY FENCE, 390 FT (118.9
 AJ2136'M) WEST OF A CONCRETE DRAINAGE STRUCTURE AND 290 FT (88.4 M) EAST
 AJ2136'OF A CONCRETE DRAINAGE STRUCTURE.
 AJ2136' 
 AJ2136' 
 AJ2136' 
 AJ2136'
 AJ2136
 AJ2136                          STATION RECOVERY (2006)
 AJ2136
 AJ2136'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (LJM)
 AJ2136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5532 ***********************************************************************
 KV5532  DESIGNATION -  FARM ECC
 KV5532  PID         -  KV5532
 KV5532  STATE/COUNTY-  PA/BUCKS
 KV5532  USGS QUAD   -  TRENTON EAST (1981)
 KV5532
 KV5532                         *CURRENT SURVEY CONTROL
 KV5532  ___________________________________________________________________
 KV5532* NAD 83(1992)-  40 09 35.38720(N)    074 43 29.42555(W)     ADJUSTED  
 KV5532* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5532  ___________________________________________________________________
 KV5532  LAPLACE CORR-           4.54  (seconds)                    DEFLEC99
 KV5532  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KV5532
 KV5532  HORZ ORDER  -  SECOND
 KV5532
 KV5532.The horizontal coordinates were established by classical geodetic methods
 KV5532.and adjusted by the National Geodetic Survey in June 2002..
 KV5532
 KV5532.The orthometric height was scaled from a topographic map.
 KV5532
 KV5532.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5532
 KV5532.The geoid height was determined by GEOID03.
 KV5532
 KV5532;                    North         East     Units Scale Factor Converg.
 KV5532;SPC PA S     -    96,183.398   857,669.204   MT  0.99997231   +1 57 45.7
 KV5532;SPC PA S     -   315,561.70  2,813,869.71   sFT  0.99997231   +1 57 45.7
 KV5532;SPC NJ       -   147,283.756   130,846.755   MT  0.99990451   -0 08 42.0
 KV5532;SPC NJ       -   483,213.46    429,286.40   sFT  0.99990451   -0 08 42.0
 KV5532;UTM  18      - 4,445,533.294   523,432.701   MT  0.99960676   +0 10 38.8
 KV5532
 KV5532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5532!SPC PA S     -   1.00000473  x   0.99997231  =   0.99997704
 KV5532!SPC NJ       -   1.00000473  x   0.99990451  =   0.99990924
 KV5532!UTM  18      -   1.00000473  x   0.99960676  =   0.99961149
 KV5532
 KV5532:                Primary Azimuth Mark                     Grid Az
 KV5532:SPC PA S     -  BORDENTOWN MANUAL TRAIN HS TK            176 14 14.6
 KV5532:SPC NJ       -  BORDENTOWN MANUAL TRAIN HS TK            178 20 42.3
 KV5532:UTM  18      -  BORDENTOWN MANUAL TRAIN HS TK            178 01 21.5
 KV5532
 KV5532|---------------------------------------------------------------------|
 KV5532| PID    Reference Object                     Distance      Geod. Az  |
 KV5532|                                                           dddmmss.s |
 KV5532| KV5524 BORDENTOWN MANUAL TRAIN HS TK       APPROX. 2.0 KM 1781200.3 |
 KV5532| KV5533 FARM USE 1912                         7.352 METERS 19103     |
 KV5532| CB5909 FARM ECC RM 2                        29.337 METERS 23456     |
 KV5532| KV5528 LONG BAR FRONT RANGE                APPROX. 2.2 KM 3295303.5 |
 KV5532| CB5907 FARM ECC AZ MK                                     3402951.5 |
 KV5532| CB5908 FARM ECC RM 1                        59.512 METERS 35942     |
 KV5532|---------------------------------------------------------------------|
 KV5532
 KV5532                          SUPERSEDED SURVEY CONTROL
 KV5532
 KV5532  NAD 83(1996)-  40 09 35.38734(N)    074 43 29.42641(W) AD(       ) 2
 KV5532  NAD 83(1986)-  40 09 35.38503(N)    074 43 29.42809(W) AD(       ) 2
 KV5532  NAD 27      -  40 09 34.99100(N)    074 43 30.85300(W) AD(       ) 2
 KV5532
 KV5532.Superseded values are not recommended for survey control.
 KV5532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5532.See file dsdata.txt to determine how the superseded data were derived.
 KV5532
 KV5532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2343345533(NAD 83)
 KV5532_MARKER: DS = TRIANGULATION STATION DISK
 KV5532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5532_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV5532
 KV5532  HISTORY     - Date     Condition        Report By
 KV5532  HISTORY     - 1933     MONUMENTED       CGS
 KV5532  HISTORY     - 1947     GOOD             CGS
 KV5532
 KV5532                          STATION DESCRIPTION
 KV5532
 KV5532'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HCW)
 KV5532'THIS STATION IS ON PROPERTY OWNED BY STARKEY FARMS COMPANY AND ABOUT
 KV5532'4-1/2 MILES E OF TULLYTOWN.  IT IS ON THE E CORNER OF THE LAWN OF
 KV5532'THE HOME PLACE OF THE STARKEY FAMILY.  THE MARK IS 36 FEET NE OF
 KV5532'CENTER LINE OF ROAD, 37 FEET SW OF CENTER LINE OF ROAD, 50 FEET
 KV5532'SW OF LARGE POPLAR TREE WHICH IS ALONG THE BANK OF THE RIVER.  THE
 KV5532'MARK IS SET FLUSH WITH THE GROUND.
 KV5532'
 KV5532'SURFACE, UNDERGROUND, REFERENCE MARKS NO. 1 AND 2 AND AZIMUTH MARK
 KV5532'ARE STANDARD BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN
 KV5532'NOTES 1B, 7A AND 11B.
 KV5532'
 KV5532'REFERENCE MARK NO. 1 IS N OF STATION, 12 FEET E OF ROAD WHICH IS
 KV5532'PARALLEL TO RIVER, 12 FEET W OF RIVER BANK 23 FEET N OF LARGE
 KV5532'BEECH TREE.  THE MARK PROJECTS 12 INCHES.  REFERENCE MARK NO. 2 IS SW
 KV5532'OF STATION, 15 FEET W OF 14-INCH BEECH TREE, 12 FEET N OF
 KV5532'ROAD.  THE MARK PROJECTS 6 INCHES AND IS ON THE SW EDGE OF THE LAWN.
 KV5532'
 KV5532'AZIMUTH MARK IS W OF N OF THE STATION.  IT IS 15 FEET SW OF CENTER
 KV5532'LINE OF ROAD AND N OF BARN AT THE STARKEY HOME ABOUT 100 YARDS.  THE
 KV5532'MARK PROJECTS 6 INCHES.
 KV5532'
 KV5532'TO REACH THE STATION FROM TULLYTOWN POST OFFICE GO NE 0.15 MILE, TAKE
 KV5532'RIGHT FORK AND GO 2.8 MILES TO PENN MANOR CONTINUE STRAIGHT
 KV5532'AHEAD 2 MILES TO STATION.
 KV5532'
 KV5532'FARM-U.S.E.D. 1912 IS S OF STATION ON THE E BANK OF THE LAWN AT THE
 KV5532'STARKEY HOME PLACE.  THIS STATION IS A STANDARD U.S.E.D. TABLET
 KV5532'AND IS FLUSH WITH THE GROUND.
 KV5532'
 KV5532'REFERENCE MARK NO. 1 IS S OF THE STATION 61.9 FEET.* IT IS A TILE
 KV5532'PIPE PARTIALLY DESTROYED ON THE OPPOSITE SIDE OF THE E-AND-W ROAD
 KV5532'AND 12.4 FEET S OF A LARGE BURNT STUMP.
 KV5532'
 KV5532'*FIELD NOTES STATE THAT REFERENCE MARK NO. 1 IS 62 FEET S 40 DEG W
 KV5532'FROM STATION.
 KV5532'
 KV5532'HEIGHT OF LIGHT ABOVE STATION MARK - 90 FEET.
 KV5532
 KV5532                          STATION RECOVERY (1947)
 KV5532
 KV5532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5532'STATION, R.M. 1, AND R.M. 2 RECOVERED IN GOOD CONDITION.  THE AZIMUTH
 KV5532'MARK WAS NOT RECOVERED.  THE 1933 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5533 ***********************************************************************
 KV5533  DESIGNATION -  FARM USE 1912
 KV5533  PID         -  KV5533
 KV5533  STATE/COUNTY-  PA/BUCKS
 KV5533  USGS QUAD   -  TRENTON EAST (1981)
 KV5533
 KV5533                         *CURRENT SURVEY CONTROL
 KV5533  ___________________________________________________________________
 KV5533* NAD 83(1992)-  40 09 35.15326(N)    074 43 29.48513(W)     ADJUSTED  
 KV5533* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5533  ___________________________________________________________________
 KV5533  LAPLACE CORR-           4.54  (seconds)                    DEFLEC99
 KV5533  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KV5533
 KV5533  HORZ ORDER  -  SECOND
 KV5533
 KV5533.The horizontal coordinates were established by classical geodetic methods
 KV5533.and adjusted by the National Geodetic Survey in June 2002..
 KV5533
 KV5533.The orthometric height was scaled from a topographic map.
 KV5533
 KV5533.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5533
 KV5533.The geoid height was determined by GEOID03.
 KV5533
 KV5533;                    North         East     Units Scale Factor Converg.
 KV5533;SPC PA S     -    96,176.138   857,668.042   MT  0.99997232   +1 57 45.7
 KV5533;SPC PA S     -   315,537.88  2,813,865.90   sFT  0.99997232   +1 57 45.7
 KV5533;SPC NJ       -   147,276.545   130,845.327   MT  0.99990452   -0 08 42.1
 KV5533;SPC NJ       -   483,189.80    429,281.71   sFT  0.99990452   -0 08 42.1
 KV5533;UTM  18      - 4,445,526.077   523,431.314   MT  0.99960676   +0 10 38.8
 KV5533
 KV5533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5533!SPC PA S     -   1.00000473  x   0.99997232  =   0.99997705
 KV5533!SPC NJ       -   1.00000473  x   0.99990452  =   0.99990925
 KV5533!UTM  18      -   1.00000473  x   0.99960676  =   0.99961149
 KV5533
 KV5533                          SUPERSEDED SURVEY CONTROL
 KV5533
 KV5533  NAD 83(1996)-  40 09 35.15340(N)    074 43 29.48599(W) AD(       ) 2
 KV5533  NAD 83(1986)-  40 09 35.15109(N)    074 43 29.48766(W) AD(       ) 2
 KV5533  NAD 27      -  40 09 34.75700(N)    074 43 30.91300(W) AD(       ) 2
 KV5533
 KV5533.Superseded values are not recommended for survey control.
 KV5533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5533.See file dsdata.txt to determine how the superseded data were derived.
 KV5533
 KV5533_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK2343145526(NAD 83)
 KV5533
 KV5533  HISTORY     - Date     Condition        Report By
 KV5533  HISTORY     - 1912     MONUMENTED       CGS
 KV5533  HISTORY     - 1933     GOOD             CGS
 KV5533  HISTORY     - 1947     GOOD             CGS
 KV5533
 KV5533                          STATION DESCRIPTION
 KV5533
 KV5533'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HCW)
 KV5533'THIS STATION IS APPROXIMATELY 4-1/2 MILES E OF TULLYTOWN, ON PROPERTY
 KV5533'OWNED BY THE STARKEY FARMS COMPANY.  IT IS ON THE E CORNER OF THE
 KV5533'LAWN OF THE STARKEY FAMILY HOME.  THE STATION IS A STANDARD U.S.E.D.
 KV5533'MARK AND IS FLUSH WITH THE GROUND.  IT IS S OF FARM-ECCENTRIC 24.12
 KV5533'FEET AND N OF REFERENCE MARK NO. 1 61.9 FEET.  MARK IN GOOD
 KV5533'CONDITION.
 KV5533'
 KV5533'FARM ECCENTRIC IS ON THE E CORNER OF THE LAWN OF THE HOME PLACE OF
 KV5533'THE STARKEY FAMILY.  IT IS 36 FEET NE OF CENTER LINE OF ROAD, 37
 KV5533'FEET SW OF CENTER LINE OF ROAD, 50 FEET SW OF LARGE POPLAR TREE WHICH
 KV5533'IS ALONG THE RIVER BANK AND IS FLUSH WITH THE GROUND.
 KV5533'
 KV5533'A NEW STATION FARM ECCENTRIC 1933 WAS ESTABLISHED AND CONNECTIONS
 KV5533'MADE.
 KV5533'
 KV5533'REFERENCE MARK NO. 1 IS A TILE PIPE PARTIALLY DESTROYED ON THE S SIDE
 KV5533'OF THE E-W ROAD, 12.4 FEET S OF A LARGE BURNT STUMP.  REFERENCE
 KV5533'MARK NO. 2 WAS NOT FOUND IT WAS UNDER A GRAVEL PILE, MEASUREMENTS
 KV5533'WERE NOT CHECKED.
 KV5533'
 KV5533'TO REACH STATION FROM TULLYTOWN POST OFFICE GO NE 0.15 MILE, TAKE
 KV5533'RIGHT FORK AND GO 2.8 MILES TO PENN MANOR CONTINUE STRAIGHT AHEAD
 KV5533'2 MILES TO STATION.
 KV5533
 KV5533                          STATION RECOVERY (1947)
 KV5533
 KV5533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5533'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 KV5533'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1670 ***********************************************************************
 KV1670  DESIGNATION -  FARMERSVILLE
 KV1670  PID         -  KV1670
 KV1670  STATE/COUNTY-  PA/NORTHAMPTON
 KV1670  USGS QUAD   -  NAZARETH (1992)
 KV1670
 KV1670                         *CURRENT SURVEY CONTROL
 KV1670  ___________________________________________________________________
 KV1670* NAD 83(1992)-  40 39 57.20252(N)    075 18 03.73037(W)     ADJUSTED  
 KV1670* NAVD 88     -       134.844  (meters)     442.40   (feet)  ADJUSTED  
 KV1670  ___________________________________________________________________
 KV1670  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 KV1670  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KV1670  DYNAMIC HT  -         134.779 (meters)     442.19  (feet)  COMP
 KV1670  MODELED GRAV-     980,140.9   (mgal)                       NAVD 88
 KV1670
 KV1670  HORZ ORDER  -  THIRD
 KV1670  VERT ORDER  -  FIRST     CLASS II
 KV1670
 KV1670.The horizontal coordinates were established by classical geodetic methods
 KV1670.and adjusted by the National Geodetic Survey in June 2002..
 KV1670
 KV1670.The orthometric height was determined by differential leveling
 KV1670.and adjusted by the National Geodetic Survey in June 1991..
 KV1670.WARNING-Repeat measurements at this control monument indicate possible
 KV1670.vertical movement.
 KV1670
 KV1670.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1670
 KV1670.The geoid height was determined by GEOID03.
 KV1670
 KV1670.The dynamic height is computed by dividing the NAVD 88
 KV1670.geopotential number by the normal gravity value computed on the
 KV1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1670.degrees latitude (g = 980.6199 gals.).
 KV1670
 KV1670.The modeled gravity was interpolated from observed gravity values.
 KV1670
 KV1670;                    North         East     Units Scale Factor Converg.
 KV1670;SPC PA S     -   150,832.764   807,047.489   MT  0.99996653   +1 35 19.9
 KV1670;SPC PA S     -   494,857.16  2,647,788.30   sFT  0.99996653   +1 35 19.9
 KV1670;UTM  18      - 4,501,712.274   474,554.962   MT  0.99960797   -0 11 46.2
 KV1670
 KV1670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1670!SPC PA S     -   0.99998422  x   0.99996653  =   0.99995075
 KV1670!UTM  18      -   0.99998422  x   0.99960797  =   0.99959219
 KV1670
 KV1670:                Primary Azimuth Mark                     Grid Az
 KV1670:SPC PA S     -  FARMERSVILLE AZ MK                       066 58 55.9
 KV1670:UTM  18      -  FARMERSVILLE AZ MK                       068 46 02.0
 KV1670
 KV1670|---------------------------------------------------------------------|
 KV1670| PID    Reference Object                     Distance      Geod. Az  |
 KV1670|                                                           dddmmss.s |
 KV1670| CB3296 FARMERSVILLE AZ MK                                 0683415.8 |
 KV1670| KV3602 RADIO STATION WGPA FM MAST          APPROX. 5.1 KM 1715812.4 |
 KV1670| KV1671 FARMERSVILLE RM 1                     9.573 METERS 20644     |
 KV1670| KV1669 FARMERSVILLE RM 2                     9.986 METERS 33404     |
 KV1670|---------------------------------------------------------------------|
 KV1670
 KV1670                          SUPERSEDED SURVEY CONTROL
 KV1670
 KV1670  NAD 83(1996)-  40 39 57.20237(N)    075 18 03.73088(W) AD(       ) 3
 KV1670  NAD 83(1986)-  40 39 57.20148(N)    075 18 03.73487(W) AD(       ) 3
 KV1670  NAD 27      -  40 39 56.84230(N)    075 18 05.09350(W) AD(       ) 3
 KV1670  NGVD 29 (??/??/??)  135.050  (m)          443.08   (f) ADJUSTED    1 2
 KV1670
 KV1670.Superseded values are not recommended for survey control.
 KV1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1670.See file dsdata.txt to determine how the superseded data were derived.
 KV1670
 KV1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL7455501712(NAD 83)
 KV1670_MARKER: DS = TRIANGULATION STATION DISK
 KV1670_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1670_SP_SET: CONC MONUMENT
 KV1670_STAMPING: FARMERSVILLE 1960
 KV1670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1670
 KV1670  HISTORY     - Date     Condition        Report By
 KV1670  HISTORY     - 1960     MONUMENTED       CGS
 KV1670  HISTORY     - 1963     GOOD             CGS
 KV1670  HISTORY     - 1964     GOOD             CGS
 KV1670  HISTORY     - 1964     GOOD             CGS
 KV1670  HISTORY     - 1974     GOOD             NGS
 KV1670  HISTORY     - 1975     GOOD             PADT
 KV1670  HISTORY     - 1979     GOOD             NGS
 KV1670  HISTORY     - 1984     GOOD             USPSQD
 KV1670  HISTORY     - 1984     GOOD             USPSQD
 KV1670  HISTORY     - 19940425 GOOD             USPSQD
 KV1670  HISTORY     - 19950408 GOOD             USPSQD
 KV1670  HISTORY     - 20030102 MARK NOT FOUND   USPSQD
 KV1670
 KV1670                          STATION DESCRIPTION
 KV1670
 KV1670'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV1670'STATION IS LOCATED ON THE EAST EDGE OF FARMERSVILLE AND AT THE WEST
 KV1670'EDGE OF THE FARMSERSVILLE ELEMENTARY SCHOOL GROUNDS.
 KV1670'
 KV1670'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 22 AND STATE
 KV1670'HIGHWAY 45 (25TH STREET EXIT TO WILSON AND PALMER), AT THE
 KV1670'NORTHWEST EDGE OF EASTON, GO SOUTH ON A MACADAM ROAD FOR 0.3 MILE,
 KV1670'PASSING A DIXIE CUP PLANT ON THE LEFT, TO A TRAFFIC LIGHT.
 KV1670'TURN RIGHT AND GO WEST ON WILLIAM PENN HIGHWAY FOR 2.85 MILE TO THE
 KV1670'AZIMUTH MARK ON THE RIGHT.  CONTINUE 0.2 MILE TO THE ENTRANCE
 KV1670'TO THE FARMERSVILLE ELEMENTARY SCHOOL ON THE LEFT.  CONTINUE 0.1 MILE
 KV1670'TO A ROAD ON THE LEFT (WEST BOUNDARY OF SCHOOL PROPERTY).  TURN
 KV1670'LEFT AND GO 0.05 MILE TO THE STATION ON THE LEFT.
 KV1670'
 KV1670'STATION, STAMPED FARMERSVILLE 1960, IS A STANDARD DISK SET IN THE TOP
 KV1670'OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 KV1670'GROUND.  IT IS 22.4 FEET EAST OF THE CENTERLINE OF GRAVELED ROAD,
 KV1670'98.6 FEET SOUTHEAST OF TELEPHONE POLE NO. 1280 AND 299.0 FEET
 KV1670'SOUTH OF THE CENTERLINE OF THE WILLIAM PENN HIGHWAY.
 KV1670'
 KV1670'R. M. NO 1, STAMPED FARMERSVILLE NO 1 1960, IS A STANDARD USC AND GS
 KV1670'BRONZE DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 KV1670'IS FLUSH WITH THE GROUNND.  IT IS 9.3 FEET EAST OF THE CENTERLINE OF
 KV1670'GRAVELED ROAD AND ABOUT 0.8 FEET BELOW STATION ELEVATION.
 KV1670'
 KV1670'R.  M. NO 2, STAMPED FARMERSVILLE NO 2 1960, IS A STANDARD USC AND GS
 KV1670'BRONZE DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 KV1670'THAT IS FLUSH WITH THE GROUND.  IT IS 8.3 FEET EAST OF THE CENTERLINE
 KV1670'OF A GRAVELED ROAD, 66.0 FEET SOUTH SOUTHEAST OF TELEPHONE POLE
 KV1670'NO. 1280 AND 2.2 FEET LOWER THAN STATION ELEVATION.
 KV1670'
 KV1670'AZIMUTH MARK, STAMPED FARMERSVILLE 1960, IS A STANDARD USC AND GS
 KV1670'BRONZE DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 KV1670'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 1.6 FEET NORTH OF A
 KV1670'METAL SCHOOL SIGN, 17.8 FEET NORTH OF THE CENTERLINE OF THE
 KV1670'WILLIAM PENN HIGHWAY AND 164.0 FEET WEST OF THE DRIVEWAY ENTRANCE TO
 KV1670'THE ARBOGAST RESIDENCE.
 KV1670'
 KV1670'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER
 KV1670
 KV1670                          STATION RECOVERY (1963)
 KV1670
 KV1670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RMB)
 KV1670'STATION WAS RECOVERED AS DESCRIBED.  AZIMUTH MARK WAS NOT RECOVERED.
 KV1670'A NEW APARTMENT DEVELOPMENT WAS BUILT ON THE SITE, AND THE
 KV1670'MARK MAY HAVE BEEN DESTROYED.
 KV1670
 KV1670                          STATION RECOVERY (1964)
 KV1670
 KV1670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 KV1670'THE STATION MARK AND THE TWO REFERENCE MARKS WERE RECOVERED AS
 KV1670'DESCRIBED AND FOUND TO BE IN GOOD CONDITION, THE DISTANCE
 KV1670'MEASUREMENTS TO THE REFERENCE MARKS IS CORRECT.  THE AZIMUTH MARK HAS
 KV1670'BEEN DESTROYED BY THE GRADING FOR THE CONSTRUCTING OF ROW OF
 KV1670'APARTMENT HOUSES, CONSIDERABLE AMOUNT OF PRODDING WAS DONE FROM THE
 KV1670'MEASUREMENTS GIVEN AND THE MARK WAS NOT FOUND.
 KV1670'
 KV1670'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS CORRECT.
 KV1670
 KV1670                          STATION RECOVERY (1964)
 KV1670
 KV1670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV1670'AT FARMERSVILLE SCHOOL YARD.
 KV1670'3.0 MILES WEST ALONG THE WILLIAM PENN HIGHWAY FROM THE CROSSROADS
 KV1670'JUST SOUTHWEST OF THE DIXIE CUP PLANT IN THE NORTHWEST PART
 KV1670'OF EASTON, AT THE WEST EDGE OF THE FARMERSVILLE ELEMENTARY SCHOOL
 KV1670'YARD.  299.0 FEET SOUTH OF THE HIGHWAY, CENTERLINE, 98.6 FEET
 KV1670'SOUTHEAST OF TELEPHONE LINE POLE NO. 1280, 36.0 FEET EAST OF THE
 KV1670'BRUSH ROW ON EDGE OF THE SCHOOL PROPERTY AND 22.4 FEET EAST
 KV1670'OF CENTER THE ROAD ALONG WEST EDGE OF THE SCHOOL PROPERTY.  A
 KV1670'TRIANGULATION STATION DISK IN THE TOP OF A CONCRETE MONUMENT
 KV1670'FLUSH WITH THE GROUND.
 KV1670
 KV1670                          STATION RECOVERY (1974)
 KV1670
 KV1670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KV1670'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 KV1670'IN GOOD CONDITION AS DESCRIBED IN THE 1960 DESCRIPTION.  THE
 KV1670'AZIMUTH MARK WAS NOT FOUND AND BELIEVED DESTROYED DURING THE
 KV1670'CONSTRUCTION OF SEVERAL LARGE APARTMENTS NEAR WHERE THE MARK WAS
 KV1670'LOCATED.  THE PROJECT ENGINEER STATED THAT A WATER LINE WENT THROUGH
 KV1670'THE AREA WHERE THE AZIMUTH MARK WAS LOCATED.  THE 1960
 KV1670'DESCRIPTION IS ADEQUATE WITH THE EXCEPTION OF THE AZIMUTH MARK.
 KV1670'
 KV1670'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN EAST EDGE OF
 KV1670'FARMERSVILLE
 KV1670
 KV1670                          STATION RECOVERY (1975)
 KV1670
 KV1670'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 KV1670'FARMERSVILLE GOOD
 KV1670'FARMERSVILL RM NO
 KV1670'1 GOOD
 KV1670'FARMERSVILL RM NO 2 GOOD
 KV1670'
 KV1670'AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED - SMALL HOUSING
 KV1670'DEVELOPMENT EXITS AND ACCESS RD WHERE AZIMUTH MARK MAY HAVE BEEN.
 KV1670
 KV1670                          STATION RECOVERY (1979)
 KV1670
 KV1670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV1670'RECOVERED IN GOOD CONDITION.
 KV1670
 KV1670                          STATION RECOVERY (1984)
 KV1670
 KV1670'RECOVERY NOTE BY US POWER SQUADRON 1984 (DRD)
 KV1670'FARMERSVILLE 1960 RECOVERED GOOD.
 KV1670'
 KV1670'RM NO. 1 AND RM NO. 2 ALSO FOUND IN GOOD CONDITION AS DESCRIBED.
 KV1670
 KV1670                          STATION RECOVERY (1984)
 KV1670
 KV1670'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV1670'RECOVERED IN GOOD CONDITION.
 KV1670
 KV1670                          STATION RECOVERY (1994)
 KV1670
 KV1670'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1670'RECOVERED IN GOOD CONDITION.
 KV1670
 KV1670                          STATION RECOVERY (1995)
 KV1670
 KV1670'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1670'RECOVERED IN GOOD CONDITION.
 KV1670
 KV1670                          STATION RECOVERY (2003)
 KV1670
 KV1670'RECOVERY NOTE BY US POWER SQUADRON 2003 (SCL)
 KV1670'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1671 ***********************************************************************
 KV1671  DESIGNATION -  FARMERSVILLE RM 1
 KV1671  PID         -  KV1671
 KV1671  STATE/COUNTY-  PA/NORTHAMPTON
 KV1671  USGS QUAD   -  NAZARETH (1992)
 KV1671
 KV1671                         *CURRENT SURVEY CONTROL
 KV1671  ___________________________________________________________________
 KV1671* NAD 83(1986)-  40 39 57.     (N)    075 18 04.     (W)     SCALED    
 KV1671* NAVD 88     -       134.599  (meters)     441.60   (feet)  ADJUSTED  
 KV1671  ___________________________________________________________________
 KV1671  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KV1671  DYNAMIC HT  -         134.534 (meters)     441.38  (feet)  COMP
 KV1671  MODELED GRAV-     980,141.0   (mgal)                       NAVD 88
 KV1671
 KV1671  VERT ORDER  -  FIRST     CLASS II
 KV1671
 KV1671.The horizontal coordinates were scaled from a topographic map and have
 KV1671.an estimated accuracy of +/- 6 seconds.
 KV1671
 KV1671.The orthometric height was determined by differential leveling
 KV1671.and adjusted by the National Geodetic Survey in June 1991..
 KV1671
 KV1671.The geoid height was determined by GEOID03.
 KV1671
 KV1671.The dynamic height is computed by dividing the NAVD 88
 KV1671.geopotential number by the normal gravity value computed on the
 KV1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1671.degrees latitude (g = 980.6199 gals.).
 KV1671
 KV1671.The modeled gravity was interpolated from observed gravity values.
 KV1671
 KV1671;                    North         East    Units  Estimated Accuracy
 KV1671;SPC PA S     -   150,830.      807,040.      MT  (+/- 180 meters Scaled)
 KV1671
 KV1671                          SUPERSEDED SURVEY CONTROL
 KV1671
 KV1671  NGVD 29 (??/??/??)  134.801  (m)          442.26   (f) ADJUSTED    1 2
 KV1671
 KV1671.Superseded values are not recommended for survey control.
 KV1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1671.See file dsdata.txt to determine how the superseded data were derived.
 KV1671
 KV1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL745017(NAD 83)
 KV1671_MARKER: DR = REFERENCE MARK DISK
 KV1671_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1671_SP_SET: CONC MONUMENT
 KV1671_STAMPING: FARMERSVILLE NO 1 1960
 KV1671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1671
 KV1671  HISTORY     - Date     Condition        Report By
 KV1671  HISTORY     - 1960     MONUMENTED       CGS
 KV1671  HISTORY     - 1964     GOOD             CGS
 KV1671  HISTORY     - 1979     GOOD             NGS
 KV1671  HISTORY     - 1984     GOOD             USPSQD
 KV1671  HISTORY     - 19940425 MARK NOT FOUND   USPSQD
 KV1671  HISTORY     - 20030102 MARK NOT FOUND   USPSQD
 KV1671
 KV1671                          STATION DESCRIPTION
 KV1671
 KV1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV1671'AT FARMERSVILLE SCHOOL YARD.
 KV1671'3.0 MILES WEST ALONG THE WILLIAM PENN HIGHWAY FROM THE CROSSROADS
 KV1671'JUST SOUTHWEST OF THE DIXIE CUP PLANT IN THE NORTHWEST PART OF
 KV1671'EASTON, AT THE WEST EDGE OF THE FARMERSVILLE ELEMENTERY SCHOOL
 KV1671'YARD.  31.5 FEET SOUTH-SOUTHWEST FROM THE STATION, 24.0 FEET
 KV1671'EAST OF THE BRUSH ROW ALONG EDGE OF SCHOOL PROPERTY AND 9.3 FEET
 KV1671'EAST OF THE ROAD ALONG EDGE OF THE PROPERTY.  A TRIANGULATION
 KV1671'STATION REFERENCE MARK DISK IN THE TOP OF A CONCRETE MONUMENT
 KV1671'FLUSH WITH THE GROUND.
 KV1671
 KV1671                          STATION RECOVERY (1979)
 KV1671
 KV1671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV1671'RECOVERED IN GOOD CONDITION.
 KV1671
 KV1671                          STATION RECOVERY (1984)
 KV1671
 KV1671'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV1671'RECOVERED IN GOOD CONDITION.
 KV1671
 KV1671                          STATION RECOVERY (1994)
 KV1671
 KV1671'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1671'MARK NOT FOUND.
 KV1671
 KV1671                          STATION RECOVERY (2003)
 KV1671
 KV1671'RECOVERY NOTE BY US POWER SQUADRON 2003 (MLE)
 KV1671'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1669 ***********************************************************************
 KV1669  DESIGNATION -  FARMERSVILLE RM 2
 KV1669  PID         -  KV1669
 KV1669  STATE/COUNTY-  PA/NORTHAMPTON
 KV1669  USGS QUAD   -  NAZARETH (1992)
 KV1669
 KV1669                         *CURRENT SURVEY CONTROL
 KV1669  ___________________________________________________________________
 KV1669* NAD 83(1986)-  40 39 57.     (N)    075 18 04.     (W)     SCALED    
 KV1669* NAVD 88     -       134.160  (meters)     440.16   (feet)  ADJUSTED  
 KV1669  ___________________________________________________________________
 KV1669  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KV1669  DYNAMIC HT  -         134.095 (meters)     439.94  (feet)  COMP
 KV1669  MODELED GRAV-     980,141.0   (mgal)                       NAVD 88
 KV1669
 KV1669  VERT ORDER  -  FIRST     CLASS II
 KV1669
 KV1669.The horizontal coordinates were scaled from a topographic map and have
 KV1669.an estimated accuracy of +/- 6 seconds.
 KV1669
 KV1669.The orthometric height was determined by differential leveling
 KV1669.and adjusted by the National Geodetic Survey in June 1991..
 KV1669
 KV1669.The geoid height was determined by GEOID03.
 KV1669
 KV1669.The dynamic height is computed by dividing the NAVD 88
 KV1669.geopotential number by the normal gravity value computed on the
 KV1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1669.degrees latitude (g = 980.6199 gals.).
 KV1669
 KV1669.The modeled gravity was interpolated from observed gravity values.
 KV1669
 KV1669;                    North         East    Units  Estimated Accuracy
 KV1669;SPC PA S     -   150,830.      807,040.      MT  (+/- 180 meters Scaled)
 KV1669
 KV1669                          SUPERSEDED SURVEY CONTROL
 KV1669
 KV1669  NGVD 29 (??/??/??)  134.362  (m)          440.82   (f) ADJUSTED    1 2
 KV1669
 KV1669.Superseded values are not recommended for survey control.
 KV1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1669.See file dsdata.txt to determine how the superseded data were derived.
 KV1669
 KV1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL745017(NAD 83)
 KV1669_MARKER: DR = REFERENCE MARK DISK
 KV1669_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1669_SP_SET: CONC MONUMENT
 KV1669_STAMPING: FARMERSVILLE NO 2 1960
 KV1669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1669
 KV1669  HISTORY     - Date     Condition        Report By
 KV1669  HISTORY     - 1960     MONUMENTED       CGS
 KV1669  HISTORY     - 1964     GOOD             CGS
 KV1669  HISTORY     - 1979     GOOD             NGS
 KV1669  HISTORY     - 1984     GOOD             USPSQD
 KV1669  HISTORY     - 19940425 MARK NOT FOUND   USPSQD
 KV1669  HISTORY     - 20030102 MARK NOT FOUND   USPSQD
 KV1669
 KV1669                          STATION DESCRIPTION
 KV1669
 KV1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV1669'AT FARMERSVILLE SCHOOL YARD.
 KV1669'3.0 MILES WEST ALONG THE WILLIAM PENN HIGHWAY FROM THE CROSSROADS
 KV1669'JUST SOUTHWEST OF THE DIXIE CUP PLANT IN THE NORTHWEST PART OF
 KV1669'EASTON, AT THE WEST EDGE OF THE FARMERSVILLE ELEMENTARY SCHOOL
 KV1669'YARD. 66.0 FEET SOUTHEAST OF TELEPHONE LINE POLE NO. 1280, 33.0
 KV1669'FEET NORTHWEST OF THE STATION MARK AND 9.3 FEET EAST OF THE
 KV1669'CENTERLINE OF THE ROAD ALONG THE WEST EDGE OF THE SCHOOL YARD.  A
 KV1669'TRIANGULATION STATION REFERENCE MARK DISK IN THE TOP OF A
 KV1669'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 KV1669
 KV1669                          STATION RECOVERY (1979)
 KV1669
 KV1669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV1669'RECOVERED IN GOOD CONDITION.
 KV1669
 KV1669                          STATION RECOVERY (1984)
 KV1669
 KV1669'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV1669'RECOVERED IN GOOD CONDITION.
 KV1669
 KV1669                          STATION RECOVERY (1994)
 KV1669
 KV1669'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1669'MARK NOT FOUND.
 KV1669
 KV1669                          STATION RECOVERY (2003)
 KV1669
 KV1669'RECOVERY NOTE BY US POWER SQUADRON 2003 (RGG)
 KV1669'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ2001 ***********************************************************************
 LZ2001  DESIGNATION -  FARRAGUT
 LZ2001  PID         -  LZ2001
 LZ2001  STATE/COUNTY-  PA/LYCOMING
 LZ2001  USGS QUAD   -  HUNTERSVILLE (1986)
 LZ2001
 LZ2001                         *CURRENT SURVEY CONTROL
 LZ2001  ___________________________________________________________________
 LZ2001* NAD 83(1992)-  41 16 55.57639(N)    076 51 15.51876(W)     ADJUSTED  
 LZ2001* NAVD 88     -       399.     (meters)    1309.     (feet)  SCALED    
 LZ2001  ___________________________________________________________________
 LZ2001  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 LZ2001  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 LZ2001
 LZ2001  HORZ ORDER  -  FIRST
 LZ2001
 LZ2001.The horizontal coordinates were established by classical geodetic methods
 LZ2001.and adjusted by the National Geodetic Survey in June 2002..
 LZ2001
 LZ2001.The orthometric height was scaled from a topographic map.
 LZ2001
 LZ2001.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ2001
 LZ2001.The geoid height was determined by GEOID03.
 LZ2001
 LZ2001;                    North         East     Units Scale Factor Converg.
 LZ2001;SPC PA N     -   124,261.365   675,032.387   MT  0.99995962   +0 35 33.1
 LZ2001;SPC PA N     -   407,680.83  2,214,668.76   sFT  0.99995962   +0 35 33.1
 LZ2001;UTM  18      - 4,571,732.314   344,712.885   MT  0.99989678   -1 13 25.2
 LZ2001
 LZ2001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ2001!SPC PA N     -   0.99994264  x   0.99995962  =   0.99990226
 LZ2001!UTM  18      -   0.99994264  x   0.99989678  =   0.99983943
 LZ2001
 LZ2001:                Primary Azimuth Mark                     Grid Az
 LZ2001:SPC PA N     -  FARRAGUT AZ MK                           000 13 18.1
 LZ2001:UTM  18      -  FARRAGUT AZ MK                           002 02 16.4
 LZ2001
 LZ2001|---------------------------------------------------------------------|
 LZ2001| PID    Reference Object                     Distance      Geod. Az  |
 LZ2001|                                                           dddmmss.s |
 LZ2001| CB3297 FARRAGUT AZ MK                                     0004851.2 |
 LZ2001| CB3299 FARRAGUT RM 2                         7.420 METERS 12804     |
 LZ2001| CB3298 FARRAGUT RM 1                         5.587 METERS 35556     |
 LZ2001|---------------------------------------------------------------------|
 LZ2001
 LZ2001                          SUPERSEDED SURVEY CONTROL
 LZ2001
 LZ2001  NAD 83(1986)-  41 16 55.57459(N)    076 51 15.51480(W) AD(       ) 1
 LZ2001  NAD 27      -  41 16 55.28800(N)    076 51 16.65730(W) AD(       ) 1
 LZ2001
 LZ2001.Superseded values are not recommended for survey control.
 LZ2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ2001.See file dsdata.txt to determine how the superseded data were derived.
 LZ2001
 LZ2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL4471371732(NAD 83)
 LZ2001_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ2001
 LZ2001  HISTORY     - Date     Condition        Report By
 LZ2001  HISTORY     - 1958     MONUMENTED       CGS
 LZ2001  HISTORY     - 1974     SEE DESCRIPTION  NGS
 LZ2001  HISTORY     - 1974     SEE DESCRIPTION  NGS
 LZ2001
 LZ2001                          STATION DESCRIPTION
 LZ2001
 LZ2001'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ2001'THE STATION IS APPROXIMATELY 4.0 MILES NORTHEAST OF MONTOURSVILLE,
 LZ2001'6.5 MILES NORTHWEST OF MUNCY, ON THE SUMMIT OF A LOCALLY
 LZ2001'PROMINENT HILL AND ON PROPERTY OWNED BY MR. WILLARD FRY.
 LZ2001'
 LZ2001'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 14 AND U.S.
 LZ2001'HIGHWAY 220 5 MILES EAST OF MONTOURSVILLE, GO WESTERLY ON
 LZ2001'STATE HIGHWAY 14 AND U.S. 220 FOR 2.15 MILES TO A CROSSROADS JUST
 LZ2001'PAST A CEMETERY ON THE RIGHT, TURN RIGHT AND GO NORTHERLY ON
 LZ2001'SURFACED ROAD FOR 2.25 MILES TO A SIDE ROAD ON THE RIGHT, CONTINUE
 LZ2001'STRAIGHT AHEAD ON SURFACED ROAD FOR 0.35 MILE TO A FORK,
 LZ2001'TAKE RIGHT FORK AND GO 1.0 MILE ON MAIN GRAVEL ROAD TO A DIM FARM
 LZ2001'ROAD ON THE LEFT, JUST BEFORE REACHING CREST OF HILL, (TURN LEFT
 LZ2001'AND GO 0.1 MILE TO THE AZIMUTH MARK), CONTINUE ON GRAVEL
 LZ2001'ROAD 0.1 MILE TO THE CREST OF THE HILL, TURN RIGHT AND GO UP HILL
 LZ2001'THROUGH AN OPEN FIELD FOR 0.15 MILE TO A FENCE LINE AND
 LZ2001'THE STATION ON THE LEFT, ABOUT 100 YARDS WEST-SOUTHWEST OF THE
 LZ2001'HIGHEST PART OF HILL.
 LZ2001'
 LZ2001'STATION MARKS ARE STANDARD DISKS STAMPED FARRAGUT 1958.  THE SURFACE
 LZ2001'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 LZ2001'INCHES.  IT IS 9.5 FEET WEST-NORTHWEST OF A 8 INCH TREE WITH A
 LZ2001'TRIANGLE BLAZE ON THE WEST SIDE AND 5 FEET NORTHEAST OF THE
 LZ2001'FENCE LINE.  A STANDARD WITNESS POST WAS SET 4 FEET WEST OF THE MARK.
 LZ2001'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 LZ2001'36 INCHES BELOW THE SURFACE OF THE GROUND.
 LZ2001'
 LZ2001'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FARRAGUT NO 1 1958, IS
 LZ2001'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 LZ2001'49.5 FEET SOUTHWEST OF A SMALL PINE TREE AND 21.5 FEET NORTHEAST OF
 LZ2001'THE FENCE LINE.
 LZ2001'
 LZ2001'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FARRAGUT NO 2 1958, IS
 LZ2001'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 15
 LZ2001'FEET SOUTHEAST OF A 8 INCH TREE WITH A TRIANGLE BLAZE ON THE WEST
 LZ2001'SIDE AND 2.5 FEET NORTHEAST OF THE FENCE LINE.
 LZ2001'
 LZ2001'AZIMUTH MARK, A STANDARD DISK STAMPED FARRAGUT 1958, IS SET IN A
 LZ2001'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 83.5
 LZ2001'FEET WEST-NORTHWEST OF A 2 FOOT OAK TREE, 97.5 FEET NORTHWEST OF A 16
 LZ2001'INCH OAK TREE, 10.5 FEET WEST OF A SMALL PINE TREE, 18 FEET
 LZ2001'SOUTH OF A TWIN TRUNKED TREE AND ABOUT 25 FEET SOUTHEAST OF THE TOP
 LZ2001'OF THE HILL.  A STANDARD WITNESS POST WAS SET 2.5 FEET
 LZ2001'NORTH OF THE MARK.
 LZ2001
 LZ2001                          STATION RECOVERY (1974)
 LZ2001
 LZ2001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JY)
 LZ2001'STATION MARK, REFERENCE MARK 1 AND 2, AND AZIMUTH MARK WERE FOUND IN
 LZ2001'GOOD CONDITION.
 LZ2001'
 LZ2001'DESCRIPTION IS ADEQUATE.
 LZ2001'
 LZ2001'NOTE- AT PRESENT TIME SOME WORK IS BEING DONE AT MONUMENT SITE.  BUT
 LZ2001'MARK IS IN SAFE CONDITION.
 LZ2001'
 LZ2001'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4 MILES N.E. OF
 LZ2001'MONTOURSVILLE.
 LZ2001
 LZ2001                          STATION RECOVERY (1974)
 LZ2001
 LZ2001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JWB)
 LZ2001'THE STATION WAS RECOVERED AS DESCRIBED.  THE REFERENCE MARKS AND
 LZ2001'AZIMUTH MARK WERE NOT SEARCHED FOR.
 LZ2001'
 LZ2001'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4 MILE NORTHEAST
 LZ2001'OF MONTOURSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1940 ***********************************************************************
 MB1940  DESIGNATION -  FARRELL
 MB1940  PID         -  MB1940
 MB1940  STATE/COUNTY-  PA/MERCER
 MB1940  USGS QUAD   -  SHARON EAST (1981)
 MB1940
 MB1940                         *CURRENT SURVEY CONTROL
 MB1940  ___________________________________________________________________
 MB1940* NAD 83(1992)-  41 12 28.50351(N)    080 29 05.36005(W)     ADJUSTED  
 MB1940* NAVD 88     -       343.     (meters)    1125.     (feet)  SCALED    
 MB1940  ___________________________________________________________________
 MB1940  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 MB1940  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 MB1940
 MB1940  HORZ ORDER  -  SECOND
 MB1940
 MB1940.The horizontal coordinates were established by classical geodetic methods
 MB1940.and adjusted by the National Geodetic Survey in June 2002..
 MB1940
 MB1940.The orthometric height was scaled from a topographic map.
 MB1940
 MB1940.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1940
 MB1940.The geoid height was determined by GEOID03.
 MB1940
 MB1940;                    North         East     Units Scale Factor Converg.
 MB1940;SPC PA N     -   119,255.509   370,676.293   MT  0.99996349   -1 48 33.1
 MB1940;SPC PA N     -   391,257.45  1,216,127.14   sFT  0.99996349   -1 48 33.1
 MB1940;SPC PA S     -   211,706.832   370,655.725   MT  1.00004684   -1 46 27.6
 MB1940;SPC PA S     -   694,574.83  1,216,059.66   sFT  1.00004684   -1 46 27.6
 MB1940;SPC OH N     -   173,102.590   768,988.621   MT  0.99994213   +1 19 25.9
 MB1940;UTM  17      - 4,561,966.234   543,190.877   MT  0.99962296   +0 20 21.8
 MB1940
 MB1940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1940!SPC PA N     -   0.99995154  x   0.99996349  =   0.99991503
 MB1940!SPC PA S     -   0.99995154  x   1.00004684  =   0.99999837
 MB1940!SPC OH N     -   0.99995154  x   0.99994213  =   0.99989367
 MB1940!UTM  17      -   0.99995154  x   0.99962296  =   0.99957451
 MB1940
 MB1940:                Primary Azimuth Mark                     Grid Az
 MB1940:SPC PA N     -  FARRELL AZ MK                            194 11 45.9
 MB1940:SPC PA S     -  FARRELL AZ MK                            194 09 40.4
 MB1940:SPC OH N     -  FARRELL AZ MK                            191 03 46.9
 MB1940:UTM  17      -  FARRELL AZ MK                            192 02 51.0
 MB1940
 MB1940|---------------------------------------------------------------------|
 MB1940| PID    Reference Object                     Distance      Geod. Az  |
 MB1940|                                                           dddmmss.s |
 MB1940| CX4480 FARRELL AZ MK                                      1922312.8 |
 MB1940| CX4481 FARRELL RM 1                         73.448 METERS 21828     |
 MB1940| CX4482 FARRELL RM 2                         44.696 METERS 28411     |
 MB1940| MB1984 WATER                               APPROX. 5.2 KM 3184732.0 |
 MB1940|---------------------------------------------------------------------|
 MB1940
 MB1940                          SUPERSEDED SURVEY CONTROL
 MB1940
 MB1940  NAD 83(1995)-  41 12 28.50390(N)    080 29 05.36011(W) AD(       ) 2
 MB1940  NAD 83(1986)-  41 12 28.50866(N)    080 29 05.36270(W) AD(       ) 2
 MB1940  NAD 27      -  41 12 28.30600(N)    080 29 06.11400(W) AD(       ) 2
 MB1940
 MB1940.Superseded values are not recommended for survey control.
 MB1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1940.See file dsdata.txt to determine how the superseded data were derived.
 MB1940
 MB1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF4319161966(NAD 83)
 MB1940_MARKER: Z = SEE DESCRIPTION
 MB1940_SETTING: 0 = UNSPECIFIED SETTING
 MB1940
 MB1940  HISTORY     - Date     Condition        Report By
 MB1940  HISTORY     - 1937     MONUMENTED       PAGS
 MB1940  HISTORY     - 1958     SEE DESCRIPTION  CGS
 MB1940
 MB1940                          STATION DESCRIPTION
 MB1940
 MB1940'DESCRIBED BY PENNSYLVANIA GEODETIC SURVEY 1937
 MB1940'LOCATED IN CITY OF FARRELL, ON VACANT LOT ON MERCER STREET (STATE
 MB1940'ROUTE 418), E OF THE JEWISH CEMETERY.  STATION IS ON PROPERTY OWNED
 MB1940'BY JOSEPH FRANEK.
 MB1940'
 MB1940'STATION MARK IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK SET IN A
 MB1940'1- BY 0.5- FOOT SANDSTONE POST, PROJECTING 0.3 FOOT.
 MB1940'
 MB1940'REFERENCE MARK NO. 1 IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK
 MB1940'SET IN 0.9- BY 0.9-FOOT SANDSTONE POST PROJECTING 0.2 FOOT, AND IS
 MB1940'13 FEET E OF CENTER LINE OF ROADWAY ADJOINING CEMETERY.
 MB1940'
 MB1940'REFERENCE MARK NO. 2 IS A PENNA. COORDINATE SYSTEM STANDARD BRONZE
 MB1940'DISK SET IN IRREGULAR SANDSTONE POST, PROJECTING 0.3 FOOT AND IS
 MB1940'APPROXIMATELY IN SAME RELATION TO ROAD AS REFERENCE MARK NO. 1.
 MB1940'
 MB1940'AZIMUTH MARK IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK SET IN
 MB1940'CULVERT ABUTMENT ON STATE ROUTE 418, S FROM STATION. TO REACH FOLLOW
 MB1940'STATE ROUTE 418 TO MAIN STREET IN WHEATLAND, THENCE LEFT TO END OF
 MB1940'ROAD, THENCE RIGHT TO SHENANGO RIVER BRIDGE, THENCE TO CROSSROADS.
 MB1940'MARK IS IN HIGHWAY ABUTMENT ON THE LEFT.
 MB1940'
 MB1940'HEIGHT OF LIGHT ABOVE STATION MARK- 1.2 METERS.
 MB1940
 MB1940                          STATION RECOVERY (1958)
 MB1940
 MB1940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JEG)
 MB1940'THE STATION, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 COULD NOT
 MB1940'BE RECOVERED.  IT IS CERTAIN THAT THE STATION HAS BEEN DESTROYED
 MB1940'WHEN THE TOP OF THE HILL WAS DEVELOPED INTO A HOUSING DEVELOPEMENT
 MB1940'AND A LARGE STANDPIPE WAS ERECTED.
 MB1940'
 MB1940'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED IN THE ORIGINAL
 MB1940'DESCRIPTION AND IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1939 ***********************************************************************
 MB1939  DESIGNATION -  FARRELL SHENANGO VAL STANDPIPE
 MB1939  PID         -  MB1939
 MB1939  STATE/COUNTY-  PA/MERCER
 MB1939  USGS QUAD   -  SHARON EAST (1981)
 MB1939
 MB1939                         *CURRENT SURVEY CONTROL
 MB1939  ___________________________________________________________________
 MB1939* NAD 83(1992)-  41 12 28.85494(N)    080 29 05.97481(W)     ADJUSTED  
 MB1939* NAVD 88     -                                                        
 MB1939  ___________________________________________________________________
 MB1939  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 MB1939  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 MB1939
 MB1939  HORZ ORDER  -  THIRD
 MB1939
 MB1939.The horizontal coordinates were established by classical geodetic methods
 MB1939.and adjusted by the National Geodetic Survey in June 2002..
 MB1939
 MB1939
 MB1939.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1939
 MB1939.The geoid height was determined by GEOID03.
 MB1939
 MB1939;                    North         East     Units Scale Factor Converg.
 MB1939;SPC PA N     -   119,266.796   370,662.321   MT  0.99996349   -1 48 33.5
 MB1939;SPC PA N     -   391,294.48  1,216,081.30   sFT  0.99996349   -1 48 33.5
 MB1939;SPC PA S     -   211,718.113   370,641.745   MT  1.00004686   -1 46 28.0
 MB1939;SPC PA S     -   694,611.84  1,216,013.79   sFT  1.00004686   -1 46 28.0
 MB1939;SPC OH N     -   173,113.097   768,974.053   MT  0.99994213   +1 19 25.5
 MB1939;UTM  17      - 4,561,976.987   543,176.496   MT  0.99962294   +0 20 21.4
 MB1939
 MB1939                          SUPERSEDED SURVEY CONTROL
 MB1939
 MB1939  NAD 83(1995)-  41 12 28.85542(N)    080 29 05.97485(W) AD(       ) 4
 MB1939  NAD 83(1986)-  41 12 28.86012(N)    080 29 05.97760(W) AD(       ) 4
 MB1939  NAD 27      -  41 12 28.65500(N)    080 29 06.73100(W) AD(       ) 3
 MB1939
 MB1939.Superseded values are not recommended for survey control.
 MB1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1939.See file dsdata.txt to determine how the superseded data were derived.
 MB1939
 MB1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF4317661977(NAD 83)
 MB1939
 MB1939  HISTORY     - Date     Condition        Report By
 MB1939  HISTORY     - 1958     MONUMENTED       CGS
 MB1939
 MB1939                          STATION DESCRIPTION
 MB1939
 MB1939'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 MB1939'STATION IS LOCATED IN THE EAST EDGE OF FARRELL, ABOUT 108 FEET NORTH
 MB1939'OF LUNN AND NORTH JUDY INTERSECTION.  IT IS A STEEL CYLINDERICAL
 MB1939'SHAPED TANK WITH A CONICAL ROOF.  IT IS ABOUT 32 FEET IN DIAMETER,
 MB1939'200 FEET IN HEIGHT AND IS SILVER IN COLOR.  IT HAS A BALL AND AN
 MB1939'ANTENNA ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1368 ***********************************************************************
 JW1368  DESIGNATION -  FAST
 JW1368  PID         -  JW1368
 JW1368  STATE/COUNTY-  PA/FAYETTE
 JW1368  USGS QUAD   -  MASONTOWN (1979)
 JW1368
 JW1368                         *CURRENT SURVEY CONTROL
 JW1368  ___________________________________________________________________
 JW1368* NAD 83(1992)-  39 49 29.28310(N)    079 53 29.10695(W)     ADJUSTED  
 JW1368* NAVD 88     -       375.     (meters)    1230.     (feet)  SCALED    
 JW1368  ___________________________________________________________________
 JW1368  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 JW1368  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 JW1368
 JW1368  HORZ ORDER  -  THIRD
 JW1368
 JW1368.The horizontal coordinates were established by classical geodetic methods
 JW1368.and adjusted by the National Geodetic Survey in June 2002..
 JW1368
 JW1368.The orthometric height was scaled from a topographic map.
 JW1368
 JW1368.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1368
 JW1368.The geoid height was determined by GEOID03.
 JW1368
 JW1368;                    North         East     Units Scale Factor Converg.
 JW1368;SPC PA S     -    56,792.843   416,684.051   MT  1.00001874   -1 23 21.6
 JW1368;SPC PA S     -   186,327.85  1,367,070.92   sFT  1.00001874   -1 23 21.6
 JW1368;UTM  17      - 4,408,899.959   594,870.648   MT  0.99971080   +0 42 36.1
 JW1368
 JW1368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1368!SPC PA S     -   0.99994634  x   1.00001874  =   0.99996507
 JW1368!UTM  17      -   0.99994634  x   0.99971080  =   0.99965715
 JW1368
 JW1368:                Primary Azimuth Mark                     Grid Az
 JW1368:SPC PA S     -  TURKEY                                   280 25 27.6
 JW1368:UTM  17      -  TURKEY                                   278 19 29.9
 JW1368
 JW1368|---------------------------------------------------------------------|
 JW1368| PID    Reference Object                     Distance      Geod. Az  |
 JW1368|                                                           dddmmss.s |
 JW1368| JW1369 TURKEY                              APPROX. 8.3 KM 2790206.0 |
 JW1368|---------------------------------------------------------------------|
 JW1368
 JW1368                          SUPERSEDED SURVEY CONTROL
 JW1368
 JW1368  NAD 83(1995)-  39 49 29.28297(N)    079 53 29.10711(W) AD(       ) 3
 JW1368  NAD 83(1986)-  39 49 29.28359(N)    079 53 29.10669(W) AD(       ) 3
 JW1368  NAD 27      -  39 49 29.02681(N)    079 53 29.95476(W) AD(       ) 3
 JW1368
 JW1368.Superseded values are not recommended for survey control.
 JW1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1368.See file dsdata.txt to determine how the superseded data were derived.
 JW1368
 JW1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE9487108900(NAD 83)
 JW1368_MARKER: DD = SURVEY DISK
 JW1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1368_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JW1368_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1368+STABILITY: SURFACE MOTION
 JW1368
 JW1368  HISTORY     - Date     Condition        Report By
 JW1368  HISTORY     - 1899     MONUMENTED       USGS
 JW1368
 JW1368                          STATION DESCRIPTION
 JW1368
 JW1368'DESCRIBED BY US GEOLOGICAL SURVEY 1899 (SSG)
 JW1368'LOCATED ABOUT 2.0 MI SE. OF MASONTOWN, ON RD. TO SMITHFIELD, 8 FT N.
 JW1368'OF AN E. AND W. FENCE ON LAND OWNED BY MR. FAST, WHO LIVES ABOUT 300
 JW1368'FT S. OF STATION.
 JW1368'
 JW1368'STATION MARK--  UNSTAMPED STANDARD DISK IN 36 BY 10 BY 10-IN. STONE
 JW1368'POST SET 36 IN. IN GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2057 ***********************************************************************
 KX2057  DESIGNATION -  FAUST
 KX2057  PID         -  KX2057
 KX2057  STATE/COUNTY-  PA/ALLEGHENY
 KX2057  USGS QUAD   -  MC KEESPORT (1993)
 KX2057
 KX2057                         *CURRENT SURVEY CONTROL
 KX2057  ___________________________________________________________________
 KX2057* NAD 83(1992)-  40 18 14.71713(N)    079 50 40.01875(W)     ADJUSTED  
 KX2057* NAVD 88     -       388.1    (meters)    1273.     (feet)  VERTCON   
 KX2057  ___________________________________________________________________
 KX2057  X           -     858,896.608 (meters)                     COMP
 KX2057  Y           -  -4,794,886.977 (meters)                     COMP
 KX2057  Z           -   4,104,022.882 (meters)                     COMP
 KX2057  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 KX2057  ELLIP HEIGHT-         354.62  (meters)          (06/21/02) GPS OBS
 KX2057  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KX2057
 KX2057  HORZ ORDER  -  FIRST
 KX2057  ELLP ORDER  -  FOURTH    CLASS I
 KX2057
 KX2057.The horizontal coordinates were established by classical geodetic methods
 KX2057.and adjusted by the National Geodetic Survey in June 2002..
 KX2057
 KX2057.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2057
 KX2057.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KX2057
 KX2057.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2057
 KX2057.The ellipsoidal height was determined by GPS observations
 KX2057.and is referenced to NAD 83.
 KX2057
 KX2057.The geoid height was determined by GEOID03.
 KX2057
 KX2057;                    North         East     Units Scale Factor Converg.
 KX2057;SPC PA S     -   109,898.724   421,966.079   MT  0.99996276   -1 21 31.9
 KX2057;SPC PA S     -   360,559.40  1,384,400.38   sFT  0.99996276   -1 21 31.9
 KX2057;UTM  17      - 4,462,149.498   598,199.598   MT  0.99971870   +0 44 51.1
 KX2057
 KX2057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2057!SPC PA S     -   0.99994437  x   0.99996276  =   0.99990713
 KX2057!UTM  17      -   0.99994437  x   0.99971870  =   0.99966309
 KX2057
 KX2057:                Primary Azimuth Mark                     Grid Az
 KX2057:SPC PA S     -  SHEPPLER                                 172 41 12.9
 KX2057:UTM  17      -  SHEPPLER                                 170 34 49.9
 KX2057
 KX2057|---------------------------------------------------------------------|
 KX2057| PID    Reference Object                     Distance      Geod. Az  |
 KX2057|                                                           dddmmss.s |
 KX2057| KX2044 SHEPPLER                            APPROX.16.9 KM 1711941.0 |
 KX2057| CX4483 FAUST RM 1                           10.631 METERS 21813     |
 KX2057| CX4484 FAUST RM 2                           10.272 METERS 24700     |
 KX2057|---------------------------------------------------------------------|
 KX2057
 KX2057                          SUPERSEDED SURVEY CONTROL
 KX2057
 KX2057  NAD 83(1995)-  40 18 14.71818(N)    079 50 40.02007(W) AD(       ) 1
 KX2057  NAD 83(1986)-  40 18 14.71915(N)    079 50 40.02574(W) AD(       ) 1
 KX2057  NAD 27      -  40 18 14.47100(N)    079 50 40.85900(W) AD(       ) 1
 KX2057  NGVD 29 (02/08/94)  388.2    (m)         1274.     (f) GPS OBS        
 KX2057
 KX2057.Superseded values are not recommended for survey control.
 KX2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2057.See file dsdata.txt to determine how the superseded data were derived.
 KX2057
 KX2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE9820062149(NAD 83)
 KX2057_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KX2057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2057_SP_SET: CONCRETE POST
 KX2057_STAMPING: 9304
 KX2057_MARK LOGO: CGS   
 KX2057_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KX2057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX2057+STABILITY: SURFACE MOTION
 KX2057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX2057+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1989
 KX2057
 KX2057  HISTORY     - Date     Condition        Report By
 KX2057  HISTORY     - 1927     MONUMENTED       PA-003
 KX2057  HISTORY     - 1927     GOOD             CGS
 KX2057  HISTORY     - 1934     GOOD             PAGS
 KX2057  HISTORY     - 1958     GOOD             CGS
 KX2057  HISTORY     - 19890125 GOOD             HARTMN
 KX2057
 KX2057                          STATION DESCRIPTION
 KX2057
 KX2057'DESCRIBED BY ALLEGHENY COUNTY PENNSYLVANIA 1927 (WM)
 KX2057'A STATION OF THE ALLEGHENY COUNTY PLANNING COMM., ABOUT 3 MILES S OF
 KX2057'MCKEESPORT, AND 3 MILES NE OF ELIZABETH, ON THE FAUST FARM.
 KX2057'
 KX2057'STATION MARK IS AN ALLEGHENY COUNTY PLANNING COMM. MARK, SET ABOUT 8
 KX2057'INCHES BELOW GRADE AND COVERED BY A CAST-IRON BOX WITH HINGED LID.
 KX2057'
 KX2057'REFERENCE MARKS ARE STANDARD TABLETS IN CONCRETE.
 KX2057'
 KX2057'REACHED FROM ELIZABETH BY ROAD N DOWN RIVER 1 MILE TO LOVEDALE ROAD,
 KX2057'THENCE RIGHT ON THIS ROAD 2.3 MILES, AND LEFT ONTO PORT VUE ROAD.
 KX2057'FOLLOW ABOUT 1.5 MILES TO ROAD LEADING E TO FAUST FARM NEAR TOP OF
 KX2057'GRADE.  STATION IS 200 YARDS N OF FAUSTS HOUSE ON A LOW KNOLL IN
 KX2057'A CULTIVATED FIELD.
 KX2057'
 KX2057'HEIGHT OF SIGNAL ABOVE STATION MARK - 9.16 METERS.
 KX2057
 KX2057                          STATION RECOVERY (1927)
 KX2057
 KX2057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927
 KX2057'RECOVERED IN GOOD CONDITION.
 KX2057
 KX2057                          STATION RECOVERY (1934)
 KX2057
 KX2057'RECOVERY NOTE BY PENNSYLVANIA GEODETIC SURVEY 1934
 KX2057'THIS STATION WAS FOUND AS DESCRIBED AND THE FARM IS STILL INHABITED
 KX2057'BY THE FAUST FAMILY.
 KX2057'
 KX2057'SOME SLIGHT DIFFERENCES ON ROAD DISTANCES WERE NOTED AS FOLLOWS-
 KX2057'
 KX2057'DRIVE ONLY 2 MILES ON LOVEDALE ROAD TO PORT VUE ROAD.
 KX2057'
 KX2057'DRIVE ONLY 1 MILE ON PORT VUE ROAD TO FAUST FARM ROAD.
 KX2057
 KX2057                          STATION RECOVERY (1958)
 KX2057
 KX2057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2057'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 KX2057'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 KX2057'
 KX2057'THE 1934 TO REACH IS ADEQUATE.
 KX2057'
 KX2057'A DISCREPANCY IN THE DIRECTION TO THE REFERENCE MARKS WAS FOUND.
 KX2057'
 KX2057'THE DISTANCE TO REFERENCE MARK NO. 1 WAS FOUND TO BE 10.631 METERS
 KX2057'(34.88 FT.) INSTEAD OF 10.618 METERS.
 KX2057'
 KX2057'THIS STATION WAS USED FOR CHECK ANGLES ONLY AND NO MAIN SCHEME LINES
 KX2057'WERE OBSERVED, BUT WHEN THE DISCREPANCY IN THE ANGLE BETWEEN THE
 KX2057'REFERENCE MARKS WAS NOTICED, THE ABOVE OBSERVATIONS WERE MADE ON THE
 KX2057'MARKS.
 KX2057
 KX2057                          STATION RECOVERY (1989)
 KX2057
 KX2057'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1989
 KX2057'RM NO. 1 AND RM NO. 2 NOT FOUND AND APPEAR TO HAVE BEEN GRADED OUT.
 KX2057'THE STATION IS AT THE EDGE OF A CIRCULAR UNDISTURBED EARTH ISLAND OF A
 KX2057'FARM ROAD, WHICH HAS BEEN EXCAVATED ABOUT TWO FT IN DEPTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2796 ***********************************************************************
 KW2796  DESIGNATION -  FAWN RESET
 KW2796  PID         -  KW2796
 KW2796  STATE/COUNTY-  PA/JUNIATA
 KW2796  USGS QUAD   -  ALFARATA (1978)
 KW2796
 KW2796                         *CURRENT SURVEY CONTROL
 KW2796  ___________________________________________________________________
 KW2796* NAD 83(1992)-  40 39 14.01648(N)    077 23 06.30137(W)     ADJUSTED  
 KW2796* NAVD 88     -       563.6    (meters)    1849.     (feet)  VERTCON   
 KW2796  ___________________________________________________________________
 KW2796  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 KW2796  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 KW2796
 KW2796  HORZ ORDER  -  SECOND
 KW2796
 KW2796.The horizontal coordinates were established by classical geodetic methods
 KW2796.and adjusted by the National Geodetic Survey in June 2002..
 KW2796
 KW2796.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2796
 KW2796.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2796
 KW2796.The geoid height was determined by GEOID03.
 KW2796
 KW2796;                    North         East     Units Scale Factor Converg.
 KW2796;SPC PA S     -   146,693.430   630,861.196   MT  0.99996577   +0 14 12.3
 KW2796;SPC PA S     -   481,276.69  2,069,750.44   sFT  0.99996577   +0 14 12.3
 KW2796;UTM  18      - 4,503,072.241   298,356.288   MT  1.00010050   -1 33 15.8
 KW2796
 KW2796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2796!SPC PA S     -   0.99991687  x   0.99996577  =   0.99988264
 KW2796!UTM  18      -   0.99991687  x   1.00010050  =   1.00001736
 KW2796
 KW2796:                Primary Azimuth Mark                     Grid Az
 KW2796:SPC PA S     -  WAGNER                                   009 14 22.0
 KW2796:UTM  18      -  WAGNER                                   011 01 50.1
 KW2796
 KW2796|---------------------------------------------------------------------|
 KW2796| PID    Reference Object                     Distance      Geod. Az  |
 KW2796|                                                           dddmmss.s |
 KW2796| KW1778 WAGNER                              APPROX. 4.1 KM 0092834.3 |
 KW2796| CJ9762 FAWN RM 1                             4.203 METERS 13643     |
 KW2796| KW2797 WAGNER LOOKOUT TOWER                  1.234 METERS 13922     |
 KW2796| CJ9764 FAWN RM 3                            26.976 METERS 20721     |
 KW2796| CJ9763 FAWN RM 2                            24.127 METERS 25720     |
 KW2796| CJ9765 FAWN RM 4                            25.151 METERS 31738     |
 KW2796|---------------------------------------------------------------------|
 KW2796
 KW2796                          SUPERSEDED SURVEY CONTROL
 KW2796
 KW2796  NAD 83(1986)-  40 39 14.01565(N)    077 23 06.30262(W) AD(       ) 2
 KW2796  NAD 27      -  40 39 13.74206(N)    077 23 07.33642(W) AD(       ) 2
 KW2796  NGVD 29 (07/19/86)  563.8    (m)         1850.     (f) VERT ANG       
 KW2796
 KW2796.Superseded values are not recommended for survey control.
 KW2796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2796.See file dsdata.txt to determine how the superseded data were derived.
 KW2796
 KW2796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL9835603072(NAD 83)
 KW2796_MARKER: DE = TRAVERSE STATION DISK
 KW2796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2796
 KW2796  HISTORY     - Date     Condition        Report By
 KW2796  HISTORY     - 1966     MONUMENTED       CGS
 KW2796  HISTORY     - 1975     SEE DESCRIPTION  NGS
 KW2796
 KW2796                          STATION DESCRIPTION
 KW2796
 KW2796'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW2796'STATION IS LOCATED AT THE BASE OF THE WAGNER FIRE LOOKOUT TOWER ON
 KW2796'SHADE MOUNTAIN.  IT IS ABOUT 10.5 MILES EAST NORTHEAST OF
 KW2796'LEWISTOWN, 5.7 MILES NORTH OF MIFFLINTOWN, 5.2 MILES SOUTHWEST OF
 KW2796'MCCLURE, 2.0 MILES SOUTH OF WAGNER, 0.5 MILE SOUTH OF THE
 KW2796'JUNIATA-MIFFLIN COUNTY LINE AND ON PROPERTY OF THE STATE FOREST
 KW2796'SERVICE.
 KW2796'
 KW2796'TO REACH THE STATION FROM MCCLURE, GO WESTERLY ON U.S. HIGHWAY 522
 KW2796'FOR 4.4 MILES TO A FORK AT THE VILLAGE OF WAGNER.  TAKE THE LEFT
 KW2796'FORK, STRAIGHT AHEAD, FOR 0.1 MILE TO A SIDE ROAD LEFT AT SIGN WAGNER
 KW2796'TOWER.  TURN LEFT AS PER SIGN, ON SURFACED ROAD, AND GO 0.4
 KW2796'MILE TO SIGN WAGNER TOWER.  TURN LEFT, SOUTHERLY, ON GRAVELED ROAD,
 KW2796'AND GO UP MOUNTAIN FOR 2.0 MILES TO A ROAD RIGHT AT
 KW2796'SIGN WAGNER TOWER AND SUMMIT OF GRADE.  TURN RIGHT, WEST, AND GO
 KW2796'ALONG RIDGE ON FOREST SERVICE ROAD FOR 0.6 MILE TO THE TOWER
 KW2796'AND STATION.
 KW2796'
 KW2796'STATION MARK IS 11.0 FEET NORTHEAST OF THE SOUTHWEST LEG OF THE
 KW2796'TOWER, 7.1 FEET SOUTH SOUTHWEST OF THE NORTHWEST LEG OF THE
 KW2796'TOWER AND ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY.  IT IS A
 KW2796'STANDARD TRAVERSE DISK SET IN TOP OF A 10 INCH SQUARE CONCRETE
 KW2796'POST PROJECTING 3 INCHES AND IS STAMPED FAWN 1966. (NOTE- THE
 KW2796'UNDERGROUND MARK IS STAMPED WAGNER 1966).
 KW2796'
 KW2796'REFERENCE MARK NO. 1 IS CEMENTED IN A DRILL HOLE IN THE SOUTHEAST LEG
 KW2796'OF THE TOWER AT THE NORTHEAST SIDE OF THE CONCRETE BASE THAT
 KW2796'PROJECTS 6 INCHES AND IS STAMPED FAWN NO 1 1966.
 KW2796'
 KW2796'REFERENCE MARK NO. 2 IS 1.2 FEET SOUTHEAST OF THE NORTHWEST SIDE OF
 KW2796'FOREST SERVICE CABIN PORCH, 0.8 FEET SOUTHWEST OF THE NORTHEAST
 KW2796'SIDE OF PORCH WHICH IS AT THE NORTHEAST CORNER OF PORCH.  IT IS A
 KW2796'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE
 KW2796'PORCH WHICH PROJECTS 6 INCHES.  IT IS STAMPED FAWN NO 2 1966.
 KW2796'
 KW2796'THE INSTRUMENT WAS SET UP IN TOWER TWO FLIGHTS DOWN FROM THE CABIN.
 KW2796'THE WAGNER FIRE LOOKOUT TOWER IS AN 8 FOOT SQUARE METAL
 KW2796'CABIN, PAINTED SILVER AND SUPPORTED ON 4 STEEL LEGS.  THE OVERALL
 KW2796'HEIGHT OF THE TOWER IS 70.4 FEET.
 KW2796'
 KW2796'THERE IS NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 KW2796
 KW2796                          STATION RECOVERY (1975)
 KW2796
 KW2796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KW2796'THE STATION SURFACE DISK WAS FOUND DESTROYED.  THE SUB-SURFACE DISK
 KW2796'WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2
 KW2796'WERE RECOVERED IN GOOD CONDITION BUT IN THE AREA OF THE
 KW2796'CONSTRUCTION OF A NEW ROAD.  A NEW STATION SURFACE DISK AND TWO NEW
 KW2796'REFERENCE MARKS WERE ESTABLISHED AT THIS DATE.  THE DISTANCES AND
 KW2796'DIRECTIONS TO BOTH OF THE OLD REFERENCE MARKS WERE WITHIN CLOSE
 KW2796'AGREEMENT WITH THE 1966 OBSERVATIONS.  THE LOOKOUT TOWER HAS BEEN
 KW2796'TORN DOWN AND NO OTHER OBJECTS ARE VISIBLE FROM THE GROUND.
 KW2796'
 KW2796'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 KW2796'
 KW2796'THE STATION IS LOCATED ON A HIGH HILL ABOUT 10-1/2 MILES
 KW2796'EAST-NORTHEAST OF LEWISTOWN, 5-3/4 MILES NORTH OF MIFFLINTOWN,
 KW2796'5-1/4 MILES SOUTHWEST OF MCCLURE AND 2 MILES SOUTH OF WAGNER.  THE
 KW2796'STATION IS LOCATED ON PENNSYLVANIA STATE GAME LAND.
 KW2796'
 KW2796'TO REACH FROM THE POST OFFICE IN NIFFLINTOWN, GO NORTHWEST ON OLD
 KW2796'U.S. HIGHWAY 22 AND 322 FOR 2.3 MILE TO A SIDE ROAD RIGHT.  TURN
 KW2796'RIGHT AND GO NORTHEAST ON A PAVED ROAD FOR 0.25 MILE TO A POINT
 KW2796'WHERE THE ROAD PASSES UNDER NEW U.S. HIGHWAY 22 AND 322.  CONTINUE
 KW2796'NORTHEAST ON THE PAVED ROAD FOR 3.15 MILES TO A SIDE ROAD
 KW2796'LEFT, JUST BEFORE REACHING A FORK.  TURN SHARP LEFT AND GO WEST AND
 KW2796'NORTHWEST UPHILL ON A BLADED ROAD FOR 3.1 MILES TO A CROSS ROADS
 KW2796'IN A SADDLE AT THE TOP OF THE MOUNTAIN.  TURN LEFT AND GO WESTERLY
 KW2796'UPHILL ON A BLADED ROAD FOR 0.6 MILE TO THE HIGHEST POINT AND THE
 KW2796'STATION IN THE CENTER OF A TURN AROUND AREA.
 KW2796'
 KW2796'THE STATION MARK IS A STANDARD DISK STAMPED FAWN 1966 1975, SET IN
 KW2796'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS 4 INCHES
 KW2796'BELOW THE SURFACE.  IT IS 16.55 FEET SOUTH OF SPIKE IN 8-INCH PINE
 KW2796'TREE, 11.9 FEET EAST OF A SPIKE IN A 8-INCH PINE TREE, 30 FEET
 KW2796'SOUTH OF THE CENTER OF THE ROAD, 15 FEET NORTH OF THE CENTER OF THE
 KW2796'ROAD AND 2.3 FEET SOUTH OF A WITNESS POST.
 KW2796'
 KW2796'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FAWN 1966 NO 3 1975, SET
 KW2796'IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 KW2796'1-INCH.  IT IS 89 FEET SOUTHWEST OF THE WITNESS POST, 50 FEET SOUTH
 KW2796'OF THE CENTER OF THE ROAD AND 24 FEET SOUTHWEST OF A TREE WITH A
 KW2796'DOUBLE TRUNK.
 KW2796'
 KW2796'REFERENCE MARK 4 IS A STANDARD DISK STAMPED FAWN 1966 NO 4 1975, SET
 KW2796'IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 KW2796'1-INCH.  IT IS 80.7 FEET NORTHWEST OF THE WITNESS POST, 50 FEET
 KW2796'NORTH OF THE CENTER OF THE ROAD AND 1 FOOT NORTHWEST OF A 14-INCH
 KW2796'OAK TREE.
 KW2796'
 KW2796'THERE WAS NEVER AN AZIMUTH MARK ESTABLISHED AT THIS STATION.
 KW2796'
 KW2796'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTH OF
 KW2796'WAGNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1931 ***********************************************************************
 MB1931  DESIGNATION -  FAY
 MB1931  PID         -  MB1931
 MB1931  STATE/COUNTY-  PA/MERCER
 MB1931  USGS QUAD   -  GREENFIELD (1970)
 MB1931
 MB1931                         *CURRENT SURVEY CONTROL
 MB1931  ___________________________________________________________________
 MB1931* NAD 83(1992)-  41 08 21.41436(N)    080 17 42.99091(W)     ADJUSTED  
 MB1931* NAVD 88     -       410.     (meters)    1345.     (feet)  SCALED    
 MB1931  ___________________________________________________________________
 MB1931  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 MB1931  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 MB1931
 MB1931  HORZ ORDER  -  FIRST
 MB1931
 MB1931.The horizontal coordinates were established by classical geodetic methods
 MB1931.and adjusted by the National Geodetic Survey in June 2002..
 MB1931
 MB1931.The orthometric height was scaled from a topographic map.
 MB1931
 MB1931.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1931
 MB1931.The geoid height was determined by GEOID03.
 MB1931
 MB1931;                    North         East     Units Scale Factor Converg.
 MB1931;SPC PA N     -   111,152.055   386,341.706   MT  0.99996856   -1 41 01.7
 MB1931;SPC PA N     -   364,671.37  1,267,522.75   sFT  0.99996856   -1 41 01.7
 MB1931;SPC PA S     -   203,611.988   386,327.042   MT  1.00003169   -1 39 04.9
 MB1931;SPC PA S     -   668,017.00  1,267,474.64   sFT  1.00003169   -1 39 04.9
 MB1931;UTM  17      - 4,554,458.146   559,143.693   MT  0.99964305   +0 27 49.1
 MB1931
 MB1931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1931!SPC PA N     -   0.99994102  x   0.99996856  =   0.99990959
 MB1931!SPC PA S     -   0.99994102  x   1.00003169  =   0.99997271
 MB1931!UTM  17      -   0.99994102  x   0.99964305  =   0.99958410
 MB1931
 MB1931:                Primary Azimuth Mark                     Grid Az
 MB1931:SPC PA N     -  FAY AZ MK                                076 17 57.2
 MB1931:SPC PA S     -  FAY AZ MK                                076 16 00.4
 MB1931:UTM  17      -  FAY AZ MK                                074 09 06.4
 MB1931
 MB1931|---------------------------------------------------------------------|
 MB1931| PID    Reference Object                     Distance      Geod. Az  |
 MB1931|                                                           dddmmss.s |
 MB1931| CX4485 FAY AZ MK                                          0743655.5 |
 MB1931| CX4486 FAY RM 1                            194.455 METERS 19830     |
 MB1931| CX4487 FAY RM 2                            158.931 METERS 28417     |
 MB1931|---------------------------------------------------------------------|
 MB1931
 MB1931                          SUPERSEDED SURVEY CONTROL
 MB1931
 MB1931  NAD 83(1995)-  41 08 21.41523(N)    080 17 42.99096(W) AD(       ) 1
 MB1931  NAD 83(1986)-  41 08 21.41847(N)    080 17 42.99462(W) AD(       ) 1
 MB1931  NAD 27      -  41 08 21.20600(N)    080 17 43.76100(W) AD(       ) 1
 MB1931
 MB1931.Superseded values are not recommended for survey control.
 MB1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1931.See file dsdata.txt to determine how the superseded data were derived.
 MB1931
 MB1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF5914454458(NAD 83)
 MB1931_MARKER: Z = SEE DESCRIPTION
 MB1931_SETTING: 0 = UNSPECIFIED SETTING
 MB1931
 MB1931  HISTORY     - Date     Condition        Report By
 MB1931  HISTORY     - 1928     MONUMENTED       CGS
 MB1931  HISTORY     - 1937     SEE DESCRIPTION  PAGS
 MB1931  HISTORY     - 1956     SEE DESCRIPTION  USGS
 MB1931  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MB1931  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MB1931
 MB1931                          STATION DESCRIPTION
 MB1931
 MB1931'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 MB1931'ABOUT 2-1/2 MILES NE OF NEW WILMINGTON.  STATION IS ON KNOLL ABOUT
 MB1931'300 YARDS SE OF FARMHOUSE ON LAND BELONGING TO WM.  GARRETT.
 MB1931'
 MB1931'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD BRONZE DISKS
 MB1931'SET IN CONCRETE.  STATION MARK IS 1 FOOT UNDERGROUND.
 MB1931'
 MB1931'REFERENCE MARK NO. 1 IS NNE OF STATION, ON S SIDE OF COUNTY ROAD,
 MB1931'INSIDE OF FENCE, ABOUT 90 YARDS E OF ENTRANCE TO MR.  GARRETTS
 MB1931'HOUSE.
 MB1931'
 MB1931'REFERENCE MARK NO. 2 IS ESE OF STATION, AT FENCE CORNER.
 MB1931'
 MB1931'STATION REACHED FROM NEW WILMINGTON BY FOLLOWING MERCER ROAD NE ABOUT
 MB1931'2 MILES TO RIGHT HAND FORK WHICH IS ABOUT 1/2 MILE PAST TWO NARROW
 MB1931'BRIDGES.  TAKE THIS ROAD E ABOUT 1 MILE TO HOUSE ON RIGHT AT TOP OF
 MB1931'GRADE.  THIS IS THE GARRETT FARM.
 MB1931'
 MB1931'A 90-FOOT STEEL TOWER USED.
 MB1931
 MB1931                          STATION RECOVERY (1937)
 MB1931
 MB1931'RECOVERY NOTE BY PENNSYLVANIA GEODETIC SURVEY 1937
 MB1931'STATION IN GOOD CONDITION.  ALL REFERENCE MARKS RECOVERED.
 MB1931'
 MB1931'FROM NEW WILMINGTON NE ALONG STATE ROUTE 158, A DISTANCE OF 2 MILES,
 MB1931'THENCE E ALONG STATE ROUTE 208, A DISTANCE OF 1.0 MILE.  STATION IS
 MB1931'ABOUT 300 YARDS SE OF FARMHOUSE ON PROPERTY OF WM. GARRETT.
 MB1931'
 MB1931'NEW AZIMUTH MARK IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK,
 MB1931'STAMPED FAY 1928, SET IN A 1.3- BY 1.6-FOOT CONCRETE BLOCK
 MB1931'PROJECTING 0.6 FOOT, AND IS 17.7 FEET S OF CENTER LINE OF ROAD.
 MB1931'REACHED BY GOING E ON STATE ROUTE 208 ABOUT 0.3 MILE, OR TO THE
 MB1931'SECOND N-S FENCE LINE TO THE RIGHT OR S OF ROAD.
 MB1931
 MB1931                          STATION RECOVERY (1956)
 MB1931
 MB1931'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 MB1931'STATION AND REFERENCE MARK 2 WERE NOT FOUND.  REFERENCE MARK 1 HAS
 MB1931'BEEN DISTURBED AND IS NOW IN THE DITCH.
 MB1931
 MB1931                          STATION RECOVERY (1960)
 MB1931
 MB1931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 MB1931'A TOTAL OF 5 HOURS WAS SPENT IN SEARCH AND DIGGING FOR THE STATION
 MB1931'MARK BUT IT WAS NOT RECOVERED.  REFERENCE MARK NO. 1 WAS FOUND
 MB1931'DESTROYED LYING IN A DITCH, THE DISK WAS RECLAIMED.  REFERENCE MARK
 MB1931'NO. 2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE
 MB1931'PROPERTY IS NOW OWNED BY MR. C.H. HOSTETLER.
 MB1931'
 MB1931'REFERENCE MARK NO. 2 IS ABOUT 600 FEET SOUTH OF MR. HOSTETLERS HOUSE,
 MB1931'AND ABOUT 400 FEET SOUTH OF HIS LARGE BARN.  IT IS 7.5 FEET NORTH OF
 MB1931'THE SOUTHWEST PASTURE FENCE CORNER, 1.5 FEET WEST OF THE FENCE, AND
 MB1931'0.8 FOOT BELOW THE SURFACE OF THE GROUND.  THE MARK IS A STANDARD C.
 MB1931'AND G.S. REFERENCE MARK DISK SET IN THE TOP OF A SQUARE BLOCK OF
 MB1931'CONCRETE, STAMPED FAY NO 2 1928.  (NOTE 11A).
 MB1931'
 MB1931'THE AZIMUTH MARK IS 0.25 MILE EAST OF MR. HOSTETLERS HOUSE, AND 140
 MB1931'FEET WEST OF THE DRIVE TO MR. GEORGE L. BAKERS HOUSE.  IT IS 18
 MB1931'FEET SOUTH OF THE CENTER LINE OF ROUTE 43012, AND 1 FOOT WEST OF THE
 MB1931'NORTHEAST FENCE CORNER POST.  THE MARK IS A PENNA. COORDINATE SYSTEM
 MB1931'DISK SET IN THE TOP OF A 15 BY 18 INCH CONCRETE BLOCK PROJECTING 8
 MB1931'INCHES, STAMPED FAY 1928.
 MB1931'
 MB1931'TO REACH FROM THE COURTHOUSE IN MERCER, GO SOUTH ON U.S. HIGHWAY 19
 MB1931'FOR 2.6 MILES, TURN RIGHT ON ROUTE 43113 AND GO SOUTHWEST FOR
 MB1931'3.8 MILES TO SCHOOL ON LEFT AND CROSS ROAD JUST BEYOND, TURN RIGHT ON
 MB1931'ROUTE 43012 AND GO 0.75 MILE TO AZIMUTH MARK ON LEFT AS
 MB1931'DESCRIBED, CONTINUE WEST FOR 0.25 MILE TO MR. HOSTETLERS HOUSE ON
 MB1931'LEFT AND R.M. 2 IN BACK AS DESCRIBED.
 MB1931
 MB1931                          STATION RECOVERY (1967)
 MB1931
 MB1931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MB1931'THE STATION MARK WAS NOT RECOVERED AT THIS TIME BUT IS BELIEVED TO BE
 MB1931'THERE.  R.M. 1, NORTH NORTHEAST OF THE STATION, HAS BEEN DESTROYED
 MB1931'BY ROAD MACHINERY.  R.M. 2 AND THE AZIMUTH MARK RECOVERED AND IN GOOD
 MB1931'CONDITION.  THE 1937 OR 1928 ROUTE TO THE STATION IS ADEQUATE.
 MB1931'THE STATION AREA IS IN A CORN FIELD NOW AND THE ONE MEASUREMENT FROM
 MB1931'R.M. 2 MADE IT HARD TO SEARCH FOR AND NOT DAMAGE THE CORN.  MR.
 MB1931'E.C. HOSTETLER, WHO NOW OWNS THE LAND, SAID HE KNOWS ABOUT WHERE THE
 MB1931'STATION IS AND AS FAR AS HE KNOWS, IT IS STILL THERE.  IT IS ABOUT
 MB1931'300 YARDS SOUTHWEST OF THE FARMHOUSE AND NOT SOUTHEAST AS
 MB1931'STATED IN THE 1928 AND 1937 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2721 ***********************************************************************
 LY2721  DESIGNATION -  FAYE
 LY2721  PID         -  LY2721
 LY2721  STATE/COUNTY-  PA/LACKAWANNA
 LY2721  USGS QUAD   -  MOSCOW (1976)
 LY2721
 LY2721                         *CURRENT SURVEY CONTROL
 LY2721  ___________________________________________________________________
 LY2721* NAD 83(1992)-  41 15 53.09362(N)    075 31 53.56035(W)     ADJUSTED  
 LY2721* NAVD 88     -       605.8    (meters)    1988.     (feet)  VERTCON   
 LY2721  ___________________________________________________________________
 LY2721  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 LY2721  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 LY2721
 LY2721  HORZ ORDER  -  SECOND
 LY2721
 LY2721.The horizontal coordinates were established by classical geodetic methods
 LY2721.and adjusted by the National Geodetic Survey in June 2002..
 LY2721
 LY2721.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2721
 LY2721.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2721
 LY2721.The geoid height was determined by GEOID03.
 LY2721
 LY2721;                    North         East     Units Scale Factor Converg.
 LY2721;SPC PA N     -   124,326.528   785,873.610   MT  0.99996037   +1 28 03.3
 LY2721;SPC PA N     -   407,894.62  2,578,320.34   sFT  0.99996037   +1 28 03.3
 LY2721;UTM  18      - 4,568,283.522   455,475.561   MT  0.99962440   -0 21 02.1
 LY2721
 LY2721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2721!SPC PA N     -   0.99990997  x   0.99996037  =   0.99987034
 LY2721!UTM  18      -   0.99990997  x   0.99962440  =   0.99953440
 LY2721
 LY2721|---------------------------------------------------------------------|
 LY2721| PID    Reference Object                     Distance      Geod. Az  |
 LY2721|                                                           dddmmss.s |
 LY2721| CB3300 FAYE RM 1                            22.680 METERS 01438     |
 LY2721| CB3301 FAYE RM 2                            26.130 METERS 13435     |
 LY2721| LY2718 BARNES                              APPROX. 2.7 KM 3574040.4 |
 LY2721|---------------------------------------------------------------------|
 LY2721
 LY2721                          SUPERSEDED SURVEY CONTROL
 LY2721
 LY2721  NAD 83(1996)-  41 15 53.09305(N)    075 31 53.56303(W) AD(       ) 2
 LY2721  NAD 83(1986)-  41 15 53.09460(N)    075 31 53.56357(W) AD(       ) 2
 LY2721  NAD 27      -  41 15 52.79760(N)    075 31 54.88980(W) AD(       ) 2
 LY2721  NGVD 29 (07/19/86)  606.0    (m)         1988.     (f) VERT ANG       
 LY2721
 LY2721.Superseded values are not recommended for survey control.
 LY2721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2721.See file dsdata.txt to determine how the superseded data were derived.
 LY2721
 LY2721_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL5547668284(NAD 83)
 LY2721_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2721
 LY2721  HISTORY     - Date     Condition        Report By
 LY2721  HISTORY     - 1960     MONUMENTED       CGS
 LY2721  HISTORY     - 1973     SEE DESCRIPTION  BAKER
 LY2721
 LY2721                          STATION DESCRIPTION
 LY2721
 LY2721'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 LY2721'THE STATION IS LOCATED ON A HIGH HEAVILY TIMBERED HILL, 5-1/4 MILES
 LY2721'SOUTH-SOUTHWEST OF MOSCOW, 3-1/2 MILES WEST- NORTHWEST OF
 LY2721'GOULDSBORO, 3 MILES SOUTH-SOUTHWEST OF DALEVILLE AND ON PROPERTY
 LY2721'OWNED BY MRS. BARTON.
 LY2721'
 LY2721'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 307 AND 502
 LY2721'AT FELLS CORNERS, GO SOUTH ON HIGHWAY 307 FOR 0.8 MILE TO A
 LY2721'CROSSROAD.  TURN RIGHT AS PER SIGN CLIFTON 6 AND GO WEST ON A NARROW
 LY2721'MACADAM ROAD FOR 1.25 MILES TO A CROSSROAD.  TURN LEFT AS
 LY2721'PER SIGN BEAR LAKE 9 AND GO SOUTH ON A NARROW MACADAM ROAD FOR 1.15
 LY2721'MILES TO A WOODS ROAD LEFT AND A TRIANGULAR BLAZED OAK TREE THE
 LY2721'LEFT.  TURN LEFT AND GO WEST ON THE WOODS ROAD FOR 0.25 MILE TO A
 LY2721'FORK.  KEEP THE RIGHT FORK FOR 0.05 MILE TO A FORK.  KEEP THE LEFT
 LY2721'FORK UP HILL FOR 0.1 MILE TO A 5 TRUNK MAPLE TREE ON THE RIGHT AND A
 LY2721'TRIANGULAR BLAZE ON THE EAST SIDE OF THE TREE AND THE STATION LOCATED
 LY2721'ON THE RIGHT.
 LY2721'
 LY2721'THE STATION MARK, A STANDARD DISK STAMPED FAYE 1960, SET IN TOP OF A
 LY2721'SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.
 LY2721'IT IS 26.0 FEET WEST OF THE CENTER OF THE WOODS ROAD, 19.0 FEET WEST
 LY2721'OF THE 5 TRUNK MAPLE TREE AND 2.6 FEET SOUTHWEST OF A STANDARD METAL
 LY2721'WITNESS POST AND MARKER.
 LY2721'
 LY2721'REFERENCE MARK 1, A STANDARD DISK STAMPED FAYE NO 1 1960, SET IN TOP
 LY2721'OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES ABOVE THE
 LY2721'GROUND SURFACE.  IT IS 72.3 FEET NORTH-NORTHEAST OF THE WITNESS POST,
 LY2721'66.6 FEET NORTH OF THE 5 TRUNK MAPLE TREE, 7.0 FEET WEST OF THE
 LY2721'CENTER OF THE WOODS ROAD AND ABOUT THE SAME ELEVATION AS THE STATION
 LY2721'MARK.
 LY2721'
 LY2721'REFERENCE MARK 2, A STANDARD DISK STAMPED FAYE NO 2 1960, SET IN TOP
 LY2721'OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES ABOVE THE
 LY2721'GROUND SURFACE.  IT IS 86.1 FEET SOUTHEAST OF THE WITNESS POST, 77.8
 LY2721'FEET SOUTH-SOUTHEAST OF THE 5 TRUNK MAPLE TREE, 12.0 FEET EAST
 LY2721'OF THE CENTER OF THE WOODS ROAD AND ABOUT 3 FEET LOWER THAN THE
 LY2721'STATION MARK
 LY2721'
 LY2721'HEIGHT OF LIGHT ABOVE STATION MARK 26.16 METERS.
 LY2721
 LY2721                          STATION RECOVERY (1973)
 LY2721
 LY2721'RECOVERY NOTE BY M BAKER JR INCORPORATED 1973 (KW)
 LY2721'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 LY2721'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3670 ***********************************************************************
 KV3670  DESIGNATION -  FELIN
 KV3670  PID         -  KV3670
 KV3670  STATE/COUNTY-  PA/PHILADELPHIA
 KV3670  USGS QUAD   -  FRANKFORD (1997)
 KV3670
 KV3670                         *CURRENT SURVEY CONTROL
 KV3670  ___________________________________________________________________
 KV3670* NAD 83(1992)-  40 03 57.04722(N)    075 04 11.73429(W)     ADJUSTED  
 KV3670* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 KV3670  ___________________________________________________________________
 KV3670  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 KV3670  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KV3670
 KV3670  HORZ ORDER  -  FIRST
 KV3670
 KV3670.The horizontal coordinates were established by classical geodetic methods
 KV3670.and adjusted by the National Geodetic Survey in June 2002..
 KV3670
 KV3670.The orthometric height was scaled from a topographic map.
 KV3670
 KV3670.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3670
 KV3670.The geoid height was determined by GEOID03.
 KV3670
 KV3670;                    North         East     Units Scale Factor Converg.
 KV3670;SPC PA S     -    84,803.374   828,602.633   MT  0.99998192   +1 44 19.7
 KV3670;SPC PA S     -   278,225.74  2,718,507.14   sFT  0.99998192   +1 44 19.7
 KV3670;SPC NJ       -   136,980.595   101,383.307   MT  0.99992909   -0 22 00.7
 KV3670;SPC NJ       -   449,410.50    332,621.73   sFT  0.99992909   -0 22 00.7
 KV3670;UTM  18      - 4,435,067.914   494,036.858   MT  0.99960044   -0 02 42.0
 KV3670
 KV3670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3670!SPC PA S     -   0.99999802  x   0.99998192  =   0.99997994
 KV3670!SPC NJ       -   0.99999802  x   0.99992909  =   0.99992711
 KV3670!UTM  18      -   0.99999802  x   0.99960044  =   0.99959846
 KV3670
 KV3670:                Primary Azimuth Mark                     Grid Az
 KV3670:SPC PA S     -  FELIN AZ MK                              012 12 53.6
 KV3670:SPC NJ       -  FELIN AZ MK                              014 19 14.0
 KV3670:UTM  18      -  FELIN AZ MK                              013 59 55.3
 KV3670
 KV3670|---------------------------------------------------------------------|
 KV3670| PID    Reference Object                     Distance      Geod. Az  |
 KV3670|                                                           dddmmss.s |
 KV3670| CA2761 FELIN AZ MK                                        0135713.3 |
 KV3670| CB3303 FELIN RM 1                           37.378 METERS 03238     |
 KV3670| KV3706 HOLMESBURG ST DOMINICS SPIRE        APPROX. 5.1 KM 1161230.5 |
 KV3670| KV5704 AIRWAY BEACON 69                    APPROX. 9.1 KM 1283513.8 |
 KV3670| CB3304 FELIN RM 2                           35.180 METERS 26039     |
 KV3670|---------------------------------------------------------------------|
 KV3670
 KV3670                          SUPERSEDED SURVEY CONTROL
 KV3670
 KV3670  NAD 83(1996)-  40 03 57.04655(N)    075 04 11.73401(W) AD(       ) 1
 KV3670  NAD 83(1991)-  40 03 57.04377(N)    075 04 11.73670(W) AD(       ) 1
 KV3670  NAD 83(1986)-  40 03 57.04290(N)    075 04 11.73935(W) AD(       ) 1
 KV3670  NAD 27      -  40 03 56.64300(N)    075 04 13.11300(W) AD(       ) 1
 KV3670
 KV3670.Superseded values are not recommended for survey control.
 KV3670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3670.See file dsdata.txt to determine how the superseded data were derived.
 KV3670
 KV3670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9403735068(NAD 83)
 KV3670
 KV3670  HISTORY     - Date     Condition        Report By
 KV3670  HISTORY     - 1933     MONUMENTED       CGS
 KV3670  HISTORY     - 1934     GOOD             PAGS
 KV3670  HISTORY     - 1936     GOOD             CGS
 KV3670  HISTORY     - 1946     GOOD             CGS
 KV3670  HISTORY     - 1974     MARK NOT FOUND   NGS
 KV3670
 KV3670                          STATION DESCRIPTION
 KV3670
 KV3670'DESCRIBED BY PENNSYLVANIA GEODETIC SURVEY 1934
 KV3670'THIS STATION IS ON PROPERTY OWNED BY CHARLES F. FELIN, AND OCCUPIED
 KV3670'BY FRANK OSNER IN BURHOLME, A SUBURB IN THE CITY LIMITS OF
 KV3670'PHILADELPHIA.  IT IS ABOUT NINE MILES NE OF THE PHILADELPHIA CITY
 KV3670'HALL AND FOUR MILES ESE OF JENKINTOWN.  THE MARK IS IN THE YARD IN
 KV3670'FRONT OF THE HOUSE, 154 FEET NW OF THE W CORNER OF THE HOUSE, 15 FEET
 KV3670'NW OF THE CULTIVATED FIELD, 20 FEET E OF A LARGE LOW STUMP, 38 FEET
 KV3670'SE OF A LONE HEMLOCK STUMP (PREVIOUSLY DESCRIBED AS HEMLOCK TREE) AND
 KV3670'61 FEET SE OF THE PUBLIC ROAD (DUNGAN ROAD).  MARK IS SET FLUSH.
 KV3670'
 KV3670'REFERENCE MARK NO. 1 IS NE OF THE STATION, 124 FEET NE OF THE HEMLOCK
 KV3670'STUMP (PREVIOUSLY DESCRIBED AS HEMLOCK TREE), 10 FEET E OF A
 KV3670'PRIVATE ROAD LEADING DOWN THE HILL, AND 52 FEET SE OF DUNGAN ROAD.
 KV3670'THE MARK PROJECTS 8 INCHES.
 KV3670'
 KV3670'THE AZIMUTH MARK IS NE OF THE STATION IN THE RIGHT-OF-WAY OF RHAWN
 KV3670'STREET.  IT IS 19 FEET SW OF THE CENTER LINE OF THE STREET, 35 FEET
 KV3670'NW OF TELEPHONE POLE NO. 9369, 97 FEET SE OF POLE NO. 9368 AND 275
 KV3670'FEET NW OF THE CENTER LINE OF THE BRIDGE OVER THE BALTIMORE AND
 KV3670'OHIO RAILROAD.  THE MARK PROJECTS 8 INCHES.
 KV3670'
 KV3670'CORRECT SPELLING NOT KNOWN IN WASHINGTON OFFICE.
 KV3670
 KV3670                          STATION RECOVERY (1936)
 KV3670
 KV3670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (EBR)
 KV3670'RECOVERED IN EXCELLENT CONDITION STRICTLY IN ACCORDANCE WITH THE
 KV3670'ORIGINAL DESCRIPTION.  ON ACCOUNT OF GRADING OPERATIONS ON DUNGAN
 KV3670'ROAD, THE MONUMENT CONTAINING REFERENCE MARK NO. 2 WAS REMOVED FROM
 KV3670'ITS SITE AND RESET SE OF THE STATION, ABOUT 9 FEET NE OF THE
 KV3670'PROPERTY LINE BORDERING BORBECK AVENUE, ON THE SAME PROPERTY WHICH
 KV3670'CONTAINS THE STATION MARK.  THIS IS THE FRONT YARD OF THE HOUSE,
 KV3670'AND ACCORDING TO THE OCCUPANT, IS NOT LIKELY OF DISTURBANCE AT ANY
 KV3670'NEAR TIME.
 KV3670'
 KV3670'(SEE SKETCH RENDERED BY DEPARTMENT PUBLIC WORKS IN PHILADELPHIA
 KV3670'PLACED IN CAHIER GA G1341.  THIS REFERENCE MARK, REFERENCE
 KV3670'MARK NO. 2 WAS RESET BY MR. GEORGE F. KOHLER, PHILADELPHIA BUREAU OF
 KV3670'ENGINEERING, SURVEYS AND ZONING, BY DIRECTION OF E.B. ROBERTS,
 KV3670'CORRESPONDENCE IN H. AND T. FILES.)
 KV3670
 KV3670                          STATION RECOVERY (1946)
 KV3670
 KV3670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 KV3670'STATION, AZIMUTH, AND REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.
 KV3670'THE ORIGINAL DESCRIPTION AND 1934 AND 1936 RECOVERY NOTES ARE
 KV3670'ADEQUATE.  DISTANCES TO REFERENCE MARKS WERE MEASURED AND FOUND TO BE
 KV3670'CORRECT.
 KV3670
 KV3670                          STATION RECOVERY (1974)
 KV3670
 KV3670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KV3670'A SEARCH WAS MADE FOR THE STATION AND NO MARKS WERE FOUND.  IT IS
 KV3670'BELIEVED THAT ALL MARKS ARE DESTROYED OR ELSE COVERED WITH FILL.
 KV3670'THERE HAS BEEN SEVERAL HOUSES CONSTRUCTED THROUGHOUT THE AREA AND THE
 KV3670'LOCATION OF WHERE THE STATION WAS IS VERY DIFFICULT TO DETERMINE.
 KV3670'
 KV3670'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN NORTH PART OF
 KV3670'PHILADELPHIA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3045 ***********************************************************************
 KY3045  DESIGNATION -  FELIX
 KY3045  PID         -  KY3045
 KY3045  STATE/COUNTY-  PA/ALLEGHENY
 KY3045  USGS QUAD   -  AMBRIDGE (1990)
 KY3045
 KY3045                         *CURRENT SURVEY CONTROL
 KY3045  ___________________________________________________________________
 KY3045* NAD 83(1992)-  40 30 07.91563(N)    080 09 08.27516(W)     ADJUSTED  
 KY3045* NAVD 88     -       331.     (meters)    1086.     (feet)  SCALED    
 KY3045  ___________________________________________________________________
 KY3045  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 KY3045  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KY3045
 KY3045  HORZ ORDER  -  SECOND
 KY3045
 KY3045.The horizontal coordinates were established by classical geodetic methods
 KY3045.and adjusted by the National Geodetic Survey in June 2002..
 KY3045
 KY3045.The orthometric height was scaled from a topographic map.
 KY3045
 KY3045.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3045
 KY3045.The geoid height was determined by GEOID03.
 KY3045
 KY3045;                    North         East     Units Scale Factor Converg.
 KY3045;SPC PA S     -   132,554.616   396,402.441   MT  0.99995990   -1 33 30.9
 KY3045;SPC PA S     -   434,889.60  1,300,530.34   sFT  0.99995990   -1 33 30.9
 KY3045;UTM  17      - 4,483,843.908   571,827.074   MT  0.99966350   +0 33 02.1
 KY3045
 KY3045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3045!SPC PA S     -   0.99995343  x   0.99995990  =   0.99991334
 KY3045!UTM  17      -   0.99995343  x   0.99966350  =   0.99961695
 KY3045
 KY3045|---------------------------------------------------------------------|
 KY3045| PID    Reference Object                     Distance      Geod. Az  |
 KY3045|                                                           dddmmss.s |
 KY3045| CX4488 FELIX RM 1                           15.963 METERS 06244     |
 KY3045| KY3074 PITTSBURGH ATT MICROWAVE TOWER      APPROX.12.5 KM 0922959.6 |
 KY3045| KY3077 PITTSBURGH TV STA KDKA MAST         APPROX.11.3 KM 0943316.6 |
 KY3045| KY3075 PITTSBURGH TV STA WIIC MAST         APPROX.13.3 KM 1085922.1 |
 KY3045| CX4489 FELIX RM 2                           12.148 METERS 19127     |
 KY3045| KY3044 CORAOPOLIS FELICIAN SISTERS TK       12.357 METERS 26417     |
 KY3045| CX4342 CORAFOLIS SISTERS CONVENT SP                       2702751.1 |
 KY3045|---------------------------------------------------------------------|
 KY3045
 KY3045                          SUPERSEDED SURVEY CONTROL
 KY3045
 KY3045  NAD 83(1995)-  40 30 07.91608(N)    080 09 08.27733(W) AD(       ) 2
 KY3045  NAD 83(1986)-  40 30 07.92066(N)    080 09 08.28449(W) AD(       ) 2
 KY3045  NAD 27      -  40 30 07.68080(N)    080 09 09.07600(W) AD(       ) 2
 KY3045
 KY3045.Superseded values are not recommended for survey control.
 KY3045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3045.See file dsdata.txt to determine how the superseded data were derived.
 KY3045
 KY3045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE7182783844(NAD 83)
 KY3045_MARKER: DS = TRIANGULATION STATION DISK
 KY3045_SETTING: 66 = SET IN ROCK OUTCROP
 KY3045_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 KY3045
 KY3045  HISTORY     - Date     Condition        Report By
 KY3045  HISTORY     - 1959     MONUMENTED       CGS
 KY3045  HISTORY     - 1976     GOOD             PADT
 KY3045  HISTORY     - 1976     GOOD             LOCENG
 KY3045
 KY3045                          STATION DESCRIPTION
 KY3045
 KY3045'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 KY3045'STATION IS LOCATED ON A HIGH HILL, IN THE SOUTHEAST SECTION OF
 KY3045'CORAOPOLIS AND ABOUT 50 FEET EAST OF THE FELICIAN SISTERS CONVENT
 KY3045'WATER TANK.
 KY3045'
 KY3045'STATION IS REACHED FROM THE CORAOPOLIS MUNICIPAL BUILDING.  GO
 KY3045'EAST ON FIFTH AVENUE AND STATE HIGHWAY 51 FOR 0.5 MILE.  TURN
 KY3045'RIGHT AND GO SOUTH ON MONTOUR STREET FOR 0.95 MILE.  TURN LEFT
 KY3045'AND GO EAST ON WOOD CREST AVENUE FOR 0.3 MILE TO THE FELICIAN
 KY3045'SISTERS WATER TANK AND THE STATION ON THE RIGHT HAND SIDE OF THE
 KY3045'AVENUE.
 KY3045'
 KY3045'STATION MARK IS A STANDARD DISK, STAMPED FELIX 1959, CEMENTED IN A
 KY3045'DRILL HOLE, IN THE TOP OF BEDROCK WHICH IS ABOUT 10 INCHES BELOW
 KY3045'THE GROUND SURFACE.  IT IS ABOUT 51 FEET NORTHEAST OF THE CENTER
 KY3045'OF CREST WOOD AVENUE, 8.9 FEET EAST OF A CYCLONE FENCE THAT
 KY3045'SURROUNDS THE CONVENT WATER TANK, 53.4 FEET SOUTH OF A STANDARD
 KY3045'METAL WITNESS POST AND 26.6 FEET SOUTHEAST OF THE NORTHWEST
 KY3045'CORNER OF THE CYCLONE FENCE.
 KY3045'
 KY3045'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED FELIX NO 1
 KY3045'1959, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 KY3045'ABOUT 2 INCHES.  IT IS 1.6 FEET EAST OF THE WITNESS POST AND
 KY3045'APPROXIMATELY THE SAME ELEVATION AS THE STATION MARK.
 KY3045'
 KY3045'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED FELIX NO 2
 KY3045'1959 AND IS FLUSH WITH THE GROUND SURFACE.  IT IS ABOUT 3 FEET
 KY3045'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE CYCLONE FENCE.
 KY3045'
 KY3045'AZIMUTH MARK IS THE FELICIAN SISTERS CONVENT STEEPLE.  IT IS
 KY3045'MOUNTED AT THE TOP OF A RED BRICK STRUCTURE WHICH IS APPROXIMATELY
 KY3045'200 X 80 FEET AND APPROXIMATELY 70 FEET IN HEIGHT.  IT IS LOCATED
 KY3045'IN THE SOUTH EDGE OF CORAOPOLIS.
 KY3045'
 KY3045'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 KY3045
 KY3045                          STATION RECOVERY (1976)
 KY3045
 KY3045'RECOVERY NOTE BY PA DEPT OF TRANSP 1976
 KY3045'FELIX 1959 RECOVERED GOOD.
 KY3045'
 KY3045'RM NO. 1 FELIX NO 1 1959 RECOVERED GOOD.
 KY3045'
 KY3045'RM NO. 2 FELIX NO 2 1959 RECOVERED GOOD.
 KY3045'
 KY3045'FOUND AS DESCRIBED.
 KY3045'
 KY3045'DISTANCE AND DIRECTION FROM NEAREST TOWN--SE SECTION OF CORAOPOLIS.
 KY3045
 KY3045                          STATION RECOVERY (1976)
 KY3045
 KY3045'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (KFH)
 KY3045'FELIX 1959 RECOVERED GOOD.
 KY3045'
 KY3045'DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTHWEST SECTION OF
 KY3045'CORAOPOLIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2793 ***********************************************************************
 LY2793  DESIGNATION -  FERBER
 LY2793  PID         -  LY2793
 LY2793  STATE/COUNTY-  PA/LACKAWANNA
 LY2793  USGS QUAD   -  DALTON (1994)
 LY2793
 LY2793                         *CURRENT SURVEY CONTROL
 LY2793  ___________________________________________________________________
 LY2793* NAD 83(1992)-  41 33 57.65646(N)    075 39 16.75924(W)     ADJUSTED  
 LY2793* NAVD 88     -       418.4    (meters)    1373.     (feet)  VERTCON   
 LY2793  ___________________________________________________________________
 LY2793  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 LY2793  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 LY2793
 LY2793  HORZ ORDER  -  SECOND
 LY2793
 LY2793.The horizontal coordinates were established by classical geodetic methods
 LY2793.and adjusted by the National Geodetic Survey in June 2002..
 LY2793
 LY2793.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2793
 LY2793.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2793
 LY2793.The geoid height was determined by GEOID03.
 LY2793
 LY2793;                    North         East     Units Scale Factor Converg.
 LY2793;SPC PA N     -   157,517.802   774,751.458   MT  0.99996019   +1 23 10.2
 LY2793;SPC PA N     -   516,789.66  2,541,830.41   sFT  0.99996019   +1 23 10.2
 LY2793;UTM  18      - 4,601,800.172   445,416.031   MT  0.99963666   -0 26 03.7
 LY2793
 LY2793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2793!SPC PA N     -   0.99993925  x   0.99996019  =   0.99989945
 LY2793!UTM  18      -   0.99993925  x   0.99963666  =   0.99957594
 LY2793
 LY2793|---------------------------------------------------------------------|
 LY2793| PID    Reference Object                     Distance      Geod. Az  |
 LY2793|                                                           dddmmss.s |
 LY2793| CB3306 FERBER RM 1                          21.114 METERS 07736     |
 LY2793| CB3307 FERBER RM 2                          20.100 METERS 31037     |
 LY2793| CB3305 FERBER AZ MK                                       3544245.6 |
 LY2793|---------------------------------------------------------------------|
 LY2793
 LY2793                          SUPERSEDED SURVEY CONTROL
 LY2793
 LY2793  NAD 83(1996)-  41 33 57.65556(N)    075 39 16.76007(W) AD(       ) 2
 LY2793  NAD 83(1996)-  41 33 57.65564(N)    075 39 16.76001(W) AD(       ) 2
 LY2793  NAD 83(1986)-  41 33 57.65553(N)    075 39 16.75952(W) AD(       ) 2
 LY2793  NAD 27      -  41 33 57.37950(N)    075 39 18.07640(W) AD(       ) 2
 LY2793  NGVD 29 (07/19/86)  418.6    (m)         1373.     (f) VERT ANG       
 LY2793
 LY2793.Superseded values are not recommended for survey control.
 LY2793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2793.See file dsdata.txt to determine how the superseded data were derived.
 LY2793
 LY2793_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM4541601800(NAD 83)
 LY2793_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2793
 LY2793  HISTORY     - Date     Condition        Report By
 LY2793  HISTORY     - 1959     MONUMENTED       CGS
 LY2793  HISTORY     - 1974     SEE DESCRIPTION  NGS
 LY2793
 LY2793                          STATION DESCRIPTION
 LY2793
 LY2793'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY2793'THE STATION IS LOCATED ABOUT 4.5 MILES NORTHEAST OF CLARKS SUMMIT,
 LY2793'ABOUT 4 MILES SOUTHEAST OF FLEETVILLE, ABOUT 3 MILES SOUTHWEST OF
 LY2793'TOMPKINSVILLE AND IS ON PROPERTY OWNED BY MISS JANE FERBER.
 LY2793'
 LY2793'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 107 AND 407
 LY2793'IN FLEETVILLE, GO EAST ON STATE HIGHWAY 107 FOR 3.47 MILES TO A
 LY2793'Y-INTERSECTION.  THE JUNCTION OF STATE HIGHWAY 107 AND STATE ROUTE
 LY2793'322.  TAKE THE RIGHT FORK AND GO SOUTHEAST ON STATE ROUTE 322
 LY2793'FOR 2.37 MILES TO A Y-INTERSECTION.  THE JUNCTION OF STATE ROUTE 322
 LY2793'AND STATE HIGHWAY 347. THE EAST BENTON METHODIST CHURCH IS IN THE
 LY2793'NORTHWEST ANGLE OF THE INTERSECTION.  TAKE THE LEFT FORK AND GO EAST
 LY2793'ON STATE HIGHWAY 347 FOR 0.16 MILE TO A T-INTERSECTION*.  CONTINUE
 LY2793'STRAIGHT AHEAD, EAST, ON STATE HIGHWAY 347 FOR 0.02 MILE TO A
 LY2793'POWERLINE POLE NO. SCT-1653, A STANDARD METAL WITNESS POST AND MARKER
 LY2793'AND THE AZIMUTH MARK ON THE LEFT, NORTH, SIDE OF THE HIGHWAY.
 LY2793'*TURN RIGHT AND GO SOUTH AS PER SIGN WAVERLY 3 ON A BLACKTOP ROAD FOR
 LY2793'0.16 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTH ON A BLACKTOP
 LY2793'ROAD FOR 0.7 MILE TO A REVERSE Y-INTERSECTION.  TURN SHARP LEFT AND
 LY2793'GO EAST ON A GRAVELED ROAD FOR 0.3 MILE TO A HOUSE ON THE
 LY2793'RIGHT, MISS JANE FERBERS HOME.  CONTINUE EAST ACROSS THE LAWN FOR
 LY2793'0.01 MILE TO AN OPENING IN THE ROCK FENCE LINE AND A DIM TRACK ROAD.
 LY2793'TURN RIGHT AND GO SOUTH ALONG THE EAST SIDE OF THE ROCK FENCE
 LY2793'LINE FOR 0.03 MILE TO THE STATION AS DESCRIBED.
 LY2793'
 LY2793'THE STATION MARK, A STANDARD DISK STAMPED FERBER 1959, IS SET IN THE
 LY2793'TOP OF A CONCRETE MONUMENT WHICH IS ABOUT 14 INCHES BELOW THE SURFACE
 LY2793'OF THE GROUND.  IT IS 25.6 NORTH OF THE SOUTH END OF A ROCK FENCE
 LY2793'LINE, 22 FEET NORTH OF A 12-INCH MAPLE TREE WITH A TRIANGULAR
 LY2793'BLAZE AND 12 FEET EAST OF A NORTH AND SOUTH ROCK FENCE LINE.
 LY2793'
 LY2793'REFERENCE MARK 1, A STANDARD DISK STAMPED FERBER NO 1 1959, IS SET IN
 LY2793'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 LY2793'SURFACE OF THE GROUND.  IT IS 70.7 FEET EAST OF A NORTH AND SOUTH
 LY2793'FENCE LINE, 25 FEET WEST OF A 14-INCH ELM TREE, 12 FEET NORTH OF A
 LY2793'12-INCH MAPLE TREE AND IS ABOUT 15 INCHES HIGHER THAN THE STATION.
 LY2793'
 LY2793'REFERENCE MARK 2, A STANDARD DISK STAMPED FERBER NO 2 1959, IS SET IN
 LY2793'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 LY2793'SURFACE OF THE GROUND.  IT IS 51 FEET SOUTH OF THE CENTER OF A DIM
 LY2793'TRACK ROAD AND OPENING IN A ROCK FENCE LINE, 12 FEET EAST OF A NORTH
 LY2793'AND SOUTH FENCE LINE AND IS ABOUT 15 INCHES HIGHER THAN THE STATION.
 LY2793'
 LY2793'THE AZIMUTH MARK, A STANDARD DISK STAMPED FERBER 1959, IS SET IN THE
 LY2793'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 LY2793'OF THE GROUND.  IT IS 22 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 LY2793'347, 3.4 FEET NORTHEAST OF A STANDARD METAL WITNESS POST AND
 LY2793'MARKER AND 2.5 FEET NORTHWEST OF POWERLINE POLE NO. SCT-1643.
 LY2793'
 LY2793'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 LY2793
 LY2793                          STATION RECOVERY (1974)
 LY2793
 LY2793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LY2793'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 LY2793'AS DESCRIBED IN THE 1959 DESCRIPTION.  NO NEW WITNESS POST WAS
 LY2793'SET AT THE PROPERTY OWNERS REQUEST.
 LY2793'
 LY2793'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 3 MILES SOUTHWEST OF
 LY2793'TOMPKINSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1491 ***********************************************************************
 LY1491  DESIGNATION -  FERN 2
 LY1491  PID         -  LY1491
 LY1491  STATE/COUNTY-  PA/MONROE
 LY1491  USGS QUAD   -  BLAKESLEE (1992)
 LY1491
 LY1491                         *CURRENT SURVEY CONTROL
 LY1491  ___________________________________________________________________
 LY1491* NAD 83(1992)-  41 04 34.73816(N)    075 32 25.94886(W)     ADJUSTED  
 LY1491* NAVD 88     -       561.     (meters)    1841.     (feet)  SCALED    
 LY1491  ___________________________________________________________________
 LY1491  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 LY1491  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LY1491
 LY1491  HORZ ORDER  -  THIRD
 LY1491
 LY1491.The horizontal coordinates were established by classical geodetic methods
 LY1491.and adjusted by the National Geodetic Survey in June 2002..
 LY1491.No horizontal observational check was made to the station.
 LY1491
 LY1491.The orthometric height was scaled from a topographic map.
 LY1491
 LY1491.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY1491
 LY1491.The geoid height was determined by GEOID03.
 LY1491
 LY1491;                    North         East     Units Scale Factor Converg.
 LY1491;SPC PA N     -   103,388.029   785,653.751   MT  0.99997446   +1 27 41.9
 LY1491;SPC PA N     -   339,198.89  2,577,599.01   sFT  0.99997446   +1 27 41.9
 LY1491;UTM  18      - 4,547,369.677   454,592.027   MT  0.99962538   -0 21 18.6
 LY1491
 LY1491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY1491!SPC PA N     -   0.99991714  x   0.99997446  =   0.99989160
 LY1491!UTM  18      -   0.99991714  x   0.99962538  =   0.99954255
 LY1491
 LY1491|---------------------------------------------------------------------|
 LY1491| PID    Reference Object                     Distance      Geod. Az  |
 LY1491|                                                           dddmmss.s |
 LY1491| LY1488 FERN                                 14.765 METERS 00224     |
 LY1491| LY1489 FERN RM 1                                          05202     |
 LY1491| CB3308 FERN 2 AZ MK                                       07452     |
 LY1491| CB3309 FERN 2 RM 3                          20.035 METERS 09407     |
 LY1491| CB3310 FERN 2 RM 4                          11.674 METERS 16629     |
 LY1491|---------------------------------------------------------------------|
 LY1491
 LY1491                          SUPERSEDED SURVEY CONTROL
 LY1491
 LY1491  NAD 83(1996)-  41 04 34.73801(N)    075 32 25.95112(W) AD(       ) 3
 LY1491  NAD 83(1986)-  41 04 34.73779(N)    075 32 25.95080(W) AD(       ) 3
 LY1491  NAD 27      -  41 04 34.43099(N)    075 32 27.27169(W) AD(       ) 3
 LY1491
 LY1491.Superseded values are not recommended for survey control.
 LY1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1491.See file dsdata.txt to determine how the superseded data were derived.
 LY1491
 LY1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL5459247370(NAD 83)
 LY1491_MARKER: DS = TRIANGULATION STATION DISK
 LY1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1491_STAMPING: FERN 2 1964
 LY1491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1491+STABILITY: SURFACE MOTION
 LY1491_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY1491+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2002
 LY1491
 LY1491  HISTORY     - Date     Condition        Report By
 LY1491  HISTORY     - 1964     MONUMENTED       CGS
 LY1491  HISTORY     - 1964     GOOD             CGS
 LY1491  HISTORY     - 1973     SEE DESCRIPTION  NGS
 LY1491  HISTORY     - 1976     GOOD             NGS
 LY1491  HISTORY     - 20020702 GOOD             PADT
 LY1491  HISTORY     - 20030707 GOOD             PADT
 LY1491
 LY1491                          STATION DESCRIPTION
 LY1491
 LY1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (CFO)
 LY1491'THE STATION IS LOCATED NEAR THE RIGHT-OF-WAY OF INTERSTATE HIGHWAY
 LY1491'80 (NOW UNDER CONSTRUCTION), ABOUT 3 MILES SOUTHEAST OF BLAKESLEE
 LY1491'CORNERS, 3.5 MILES SOUTHWEST OF POCONO LAKE AND 1.5 MILE NORTHEAST
 LY1491'OF STATE HIGHWAY 115.  ON A LOW WOODED RIDGE WHICH THE MOST OF THE
 LY1491'HIGH GROUND WILL BE REMOVED BY THE CONSTRUCTION OF THE NEW
 LY1491'HIGHWAY.
 LY1491'
 LY1491'STATION MARK IS A STANDARD DISK, STAMPED, FERN 2 1964, SET IN A
 LY1491'SQUARE CONCRETE MONUMENT AND PROJECTS 8 INCHES.  IT IS ON THE
 LY1491'SOUTHERLY SLOPE OF THE WOODED RIDGE, PROBABLY A FEW FEET TO THE
 LY1491'SOUTH OF THE HIGHWAY RIGHT-OF-WAY LINE, 3 FEET NORTH OF THE METAL
 LY1491'WITNESS POST AND 36 FEET WEST OF A TRIANGULAR BLAZED TREE.
 LY1491'
 LY1491'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED, FERN 2 NO 3 1964,
 LY1491'SET IN A SQUARE CONCRETE MONUMENT AND PROJECTS 6 INCHES.  IT IS
 LY1491'ON THE SOUTHERLY SLOPE OF THE WOODED RIDGE AND 33 FEET EAST OF A
 LY1491'TRIANGULAR BLAZED TREE.
 LY1491'
 LY1491'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED, FERN 2 NO 4 1964,
 LY1491'SET IN A SQUARE CONCRETE MONUMENT AND PROJECTS 8 INCHES.  IT IS
 LY1491'IN THE FLAT AREA OFF THE SLOPE OF THE WOODED RIDGE AND 34 FEET
 LY1491'SOUTHWEST OF THE TRIANGULAR BLAZED TREE.
 LY1491'
 LY1491'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAY 940
 LY1491'AND 115 AT BLAKESLEE CORNERS, GO SOUTHERLY ON HIGHWAY 115 FOR
 LY1491'2.4 MILES TO THE STATE POLICE BARRACKS ON THE LEFT, CONTINUE 0.55
 LY1491'MILE TO A PRIVATE ROAD LEFT, TURN LEFT, AND GO ABOUT 0.05 MILE
 LY1491'TO A T-ROAD JUNCTION (THIS ROAD MAY BE BARRACADED), TURN LEFT
 LY1491'AND GO 0.2 MILE TO A FORK, TAKE THE RIGHT FORK AND GO 0.85 MILE
 LY1491'ON THE WOODS ROAD TO A FORK JUST AFTER CROSSING THE PIPELINE
 LY1491'CLEARING, TAKE THE LEFT FORK AND GO 0.15 MILE TO A BRIDGE, CONTINUE
 LY1491'0.25 MILE TO A FORK, KEEP THE RIGHT FORK AND GO 0.1 MILE TO A
 LY1491'FORK, TAKE THE RIGHT FORK AND GO TO THE ROAD HAS BEEN
 LY1491'DESTROYED BY THE NEW HIGHWAY OR A DISTANCE OF ABOUT 0.15 MILE
 LY1491'TO THE STATION.
 LY1491'
 LY1491'NOTE--WHEN THE NEW INTERSTATE HIGHWAY IS COMPLETED, THE STATION CAN
 LY1491'BE REACHED FROM THE INTERCHANGE ABOUT 1.2 MILE SOUTH OF BLAKESLEE
 LY1491'CORNERS BY GOING EASTERLY ON THE EAST BOUND TRAFFIC LANE FOR 11030
 LY1491'FEET HIGHWAY CONSTRUCTION MILEAGE OR 2.1 MILES AND STATION IS ON
 LY1491'THE RIGHT.
 LY1491
 LY1491                          STATION RECOVERY (1964)
 LY1491
 LY1491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 LY1491'3 MI SE FROM BLAKESLEE CORNER.
 LY1491'1.2 MILES SOUTH ALONG STATE HIGHWAY 115 FROM THE CROSSROADS AT
 LY1491'BLAKESLEE CORNERS, THENCE EASTERLY ALONG INTERSTATE HIGHWAY 80
 LY1491'FOR 2.1 MILES.  IT IS NEAR THE SOUTH RIGHT-OF-WAY LINE OF THE
 LY1491'ROAD, ON SOUTHERLY SLOPE OF THE WOODED RIDGE, 3 FEET NORTH OF THE
 LY1491'METAL WITNESS POST AND 36 FEET WEST OF A TRIANGULAR BLAZED TREE.
 LY1491'A STANDARD TRIANGULATION STATION MARK DISK IN THE TOP OF A
 LY1491'CONCRETE MONUMENT AND PROJECTS 8 INCHES.
 LY1491
 LY1491                          STATION RECOVERY (1973)
 LY1491
 LY1491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 LY1491'THE STATION SURFACE DISK WAS FOUND DESTROYED.  THE SUB-SURFACE
 LY1491'DISK WAS FOUND IN GOOD CONDITION.  A NEW SURFACE DISK WAS PLACED
 LY1491'OVER THE OLD SUB-SURFACE DISK.  REFERENCE MARKS 3 AND 4 WERE FOUND
 LY1491'IN GOOD CONDITION.  THE 1964 DISTANCES WERE FOUND TO BE SLOPE
 LY1491'MEASUREMENTS THEREFORE A SHORTER DISTANCE TO BOTH REFERENCE
 LY1491'MARKS WERE OBTAINED AT THIS DATE.  THE DIRECTION BETWEEN THE
 LY1491'REFERENCE MARKS WERE FOUND TO BE WITHIN CLOSE AGREEMENT WITH
 LY1491'THE 1964 OBSERVATIONS.
 LY1491'
 LY1491'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 LY1491'
 LY1491'THE STATION IS LOCATED ON THE SOUTH SLOPE OF A LOW HILL WHICH IS
 LY1491'THE HIGHEST POINT IN THE AREA.  IT IS 3 MILES SOUTHEAST OF
 LY1491'BLAKESLEE, 1-1/2 MILES NORTH OF STATE HIGHWAY 115 AND JUST SOUTH OF
 LY1491'INTERSTATE HIGHWAY 80.  IT IS ON HIGHWAY RIGHT-OF-WAY.
 LY1491'
 LY1491'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 80
 LY1491'AND STATE HIGHWAY 115 WHICH IS 1.2 MILES SOUTH OF BLAKESLEE.  GO
 LY1491'EAST ON INTERSTATE HIGHWAY 80 FOR 2.1 MILES TO A ROAD SIGN ON
 LY1491'THE RIGHT 280-80 AND THE STATION ON THE RIGHT ON THE SOUTH SLOPE
 LY1491'ON A LOW HILL.
 LY1491'
 LY1491'THE STATION MARK IS A STANDARD DISK STAMPED FERN 2 1964 1973, SET
 LY1491'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 LY1491'WITH THE SURFACE.  IT IS 58 FEET SOUTH OF THE SOUTH EDGE OF
 LY1491'INTERSTATE HIGHWAY 80, 36 FEET SOUTH OF A TREE WITH A TRIANGULAR
 LY1491'BLAZE, 8 FEET NORTHWEST OF A WITNESS POST AND 3.8 FEET NORTH OF A
 LY1491'OLD WITNESS POST WHICH HAS BEEN SHOT UP.
 LY1491'
 LY1491'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FERN 2 NO 3 1964, SET
 LY1491'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 LY1491'6 INCHES.  IT IS 33 FEET EAST OF THE WITNESS POST AND 60 FEET
 LY1491'SOUTH OF THE HIGHWAY.
 LY1491'
 LY1491'REFERENCE MARK 4 IS A STANDARD DISK STAMPED FERN 2 NO 4 1964, SET
 LY1491'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 LY1491'6-INCHES.  IT IS 34 FEET SOUTH OF THE WITNESS POST AND 92 FEET
 LY1491'SOUTH OF THE SOUTH SIDE OF THE HIGHWAY.
 LY1491'
 LY1491'THERE IS NO SUITABLE PLACE TO SET AN AZIMUTH MARK AT THIS STATION.
 LY1491'
 LY1491'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTHEAST
 LY1491'OF BLAKESLEE.
 LY1491
 LY1491                          STATION RECOVERY (1976)
 LY1491
 LY1491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LY1491'THE STATION AND ALL RMS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 LY1491'AN AZIMUTH MARK WAS ESTABLISHED AT THIS DATE.  OLD STATION FERN
 LY1491'WAS DETERMINED AND A POLARIS AZIMUTH OBSERVED AT THAT POINT.  THE
 LY1491'DISTANCE AND THE DIRECTION TO ALL OBJECTS WERE WITHIN CLOSE
 LY1491'AGREEMENT WITH THE PREVIOUS DESCRIPTION.
 LY1491'
 LY1491'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 LY1491'
 LY1491'THE STATION IS LOCATED ON THE SOUTH SLOPE OF A LOW HILL WHICH IS
 LY1491'THE HIGHEST POINT IN THE AREA.  IT IS 3 MILES SOUTHEAST OF
 LY1491'BLAKESLEE, 1-1/2 MILES NORTH OF STATE HIGHWAY 115 AND JUST SOUTH OF
 LY1491'INTERSTATE HIGHWAY 80.  IT IS ON HIGHWAY RIGHT-OF-WAY.
 LY1491'
 LY1491'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 80
 LY1491'AND STATE HIGHWAY 115 WHICH IS 1.2 MILES SOUTH OF BLAKESLEE.  GO
 LY1491'EAST ON INTERSTATE HIGHWAY 80 FOR 2.1 MILES TO A ROAD SIGN ON THE
 LY1491'RIGHT 280-18 AND THE STATION ON THE RIGHT ON THE SOUTH SLOPE ON
 LY1491'A LOW HILL.
 LY1491'
 LY1491'THE STATION MARK IS A STANDARD DISK STAMPED FERN 2 1964 1973,
 LY1491'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 LY1491'WITH THE SURFACE.  IT IS 58 FEET SOUTH OF THE SOUTH EDGE OF
 LY1491'INTERSTATE HIGHWAY 80, 36 FEET SOUTH OF A TREE WITH A TRIANGULAR
 LY1491'BLAZE, 8 FEET NORTHWEST OF A WITNESS POST AND 3.8 FEET NORTH OF
 LY1491'AN OLD WITNESS POST WHICH HAS BEEN SHOT UP.
 LY1491'
 LY1491'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FERN 2 NO 3 1964,
 LY1491'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 LY1491'6 INCHES.  IT IS 33 FEET EAST OF THE WITNESS POST AND 60 FEET
 LY1491'SOUTH OF THE HIGHWAY.
 LY1491'
 LY1491'REFERENCE MARK 4 IS A STANDARD DISK STAMPED FERN 2 NO 4 1964, SET
 LY1491'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 LY1491'6-INCHES.  IT IS 34 FEET SOUTH OF THE WITNESS POST AND 92 FEET
 LY1491'SOUTH OF THE SOUTH SIDE OF THE HIGHWAY.
 LY1491'
 LY1491'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FERN 2 1964 1976 SET
 LY1491'IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH
 LY1491'THE SLOPE OF THE HILL, BETWEEN THE DUAL LAND DIVIDER STRIP OF
 LY1491'INTERSTATE HIGHWAY 81.  IT IS 100 YARDS WEST-NORTHWEST OF
 LY1491'EMERGENCY TELEPHONE NUMBER 2805, 37.8 FEET NORTH OF THE NORTH EDGE
 LY1491'OF THE EASTBOUND LANE OF INTERSTATE 81, 3 FEET SOUTH OF A
 LY1491'WOODED AREA, AND 2 FEET SOUTH OF A WITNESS POST.
 LY1491'
 LY1491'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTHEAST
 LY1491'OF BLAKESLEE.
 LY1491
 LY1491                          STATION RECOVERY (2002)
 LY1491
 LY1491'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (SQ)
 LY1491'ALL REF. MARKS AND AZ. MARK WERE RECOVERED
 LY1491
 LY1491                          STATION RECOVERY (2003)
 LY1491
 LY1491'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 LY1491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1778 ***********************************************************************
 LZ1778  DESIGNATION -  FERNEY
 LZ1778  PID         -  LZ1778
 LZ1778  STATE/COUNTY-  PA/CLINTON
 LZ1778  USGS QUAD   -  FARRANDSVILLE (1973)
 LZ1778
 LZ1778                         *CURRENT SURVEY CONTROL
 LZ1778  ___________________________________________________________________
 LZ1778* NAD 83(1992)-  41 14 35.19585(N)    077 34 34.75100(W)     ADJUSTED  
 LZ1778* NAVD 88     -       485.6    (meters)    1593.     (feet)  VERTCON   
 LZ1778  ___________________________________________________________________
 LZ1778  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 LZ1778  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 LZ1778
 LZ1778  HORZ ORDER  -  SECOND
 LZ1778
 LZ1778.The horizontal coordinates were established by classical geodetic methods
 LZ1778.and adjusted by the National Geodetic Survey in June 2002..
 LZ1778
 LZ1778.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1778
 LZ1778.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1778
 LZ1778.The geoid height was determined by GEOID03.
 LZ1778
 LZ1778;                    North         East     Units Scale Factor Converg.
 LZ1778;SPC PA N     -   119,557.449   614,558.228   MT  0.99996145   +0 06 53.6
 LZ1778;SPC PA N     -   392,248.06  2,016,263.12   sFT  0.99996145   +0 06 53.6
 LZ1778;UTM  18      - 4,568,946.090   284,116.003   MT  1.00017362   -1 41 56.8
 LZ1778
 LZ1778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1778!SPC PA N     -   0.99992901  x   0.99996145  =   0.99989046
 LZ1778!UTM  18      -   0.99992901  x   1.00017362  =   1.00010261
 LZ1778
 LZ1778|---------------------------------------------------------------------|
 LZ1778| PID    Reference Object                     Distance      Geod. Az  |
 LZ1778|                                                           dddmmss.s |
 LZ1778| CJ9767 FERNEY RM 1                          14.127 METERS 01237     |
 LZ1778| CJ9768 FERNEY RM 2                          21.126 METERS 12541     |
 LZ1778| LZ1284 FERNEY AZ MK                                       1635112.4 |
 LZ1778|---------------------------------------------------------------------|
 LZ1778
 LZ1778                          SUPERSEDED SURVEY CONTROL
 LZ1778
 LZ1778  NAD 83(1986)-  41 14 35.19349(N)    077 34 34.74920(W) AD(       ) 2
 LZ1778  NAD 27      -  41 14 34.94658(N)    077 34 35.80967(W) AD(       ) 2
 LZ1778  NGVD 29 (07/19/86)  485.8    (m)         1594.     (f) VERT ANG       
 LZ1778
 LZ1778.Superseded values are not recommended for survey control.
 LZ1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1778.See file dsdata.txt to determine how the superseded data were derived.
 LZ1778
 LZ1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL8411668946(NAD 83)
 LZ1778_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1778
 LZ1778  HISTORY     - Date     Condition        Report By
 LZ1778  HISTORY     - 1968     MONUMENTED       CGS
 LZ1778
 LZ1778                          STATION DESCRIPTION
 LZ1778
 LZ1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (WMJ)
 LZ1778'THE STATION IS LOCATED ABOUT 11-3/4 MILES NORTH OF BEECH CREEK, 11
 LZ1778'MILES SOUTHEAST OF RENOVO, 10 MILES NORTHWEST OF LOCK HAVEN AND
 LZ1778'ON STATE FOREST AND WATER LANDS.
 LZ1778'
 LZ1778'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 220 AND STATE
 LZ1778'HIGHWAY 664 IN LOCK HAVEN GO NORTH ON STATE HIGHWAY 664 FOR
 LZ1778'0.3 MILE TO A T ROAD JUST AFTER CROSSING THE LARGE STEEL BRIDGE, TURN
 LZ1778'LEFT AND GO WEST ON THE PAVED ROAD FOR 3.4 MILES TO A T ROAD JUST
 LZ1778'AFTER CROSSING A ONE LANE BRIDGE.  TURN LEFT AND CONTINUE WESTERLY ON
 LZ1778'A PAVED ROAD FOR 2.0 MILES TO A RAILROAD CROSSING, CROSS THE
 LZ1778'RAILROAD TRACK AND GO NORTH FOR 0.35 MILE TO A FORK, TAKE THE LEFT
 LZ1778'FORK AND GO UPHILL ON A GRAVELED ROAD FOR 0.05 MILE TO A FORK,
 LZ1778'TAKE THE RIGHT FORK AND GO NORTHERLY ON A STATE FOREST ROAD FOR
 LZ1778'8.0 MILES TO A SIDE ROAD ON THE LEFT AND A SIGN CARRIER RD, ROUTE 44.
 LZ1778'TURN LEFT AND GO WESTERLY FOR 4.5 MILES TO A FORK, TAKE THE LEFT
 LZ1778'FORK AND GO WEST FOR 50 YARDS TO A TRACK ROAD ON THE LEFT AND A SIGN
 LZ1778'ON THE RIGHT KINGSTON.  TURN LEFT AND GO SOUTHEAST FOR 0.1 MILE TO A
 LZ1778'FORK, TAKE THE RIGHT FORK AND GO SOUTH ALONG THE RIDGE FOR 0.2 MILE
 LZ1778'TO THE SOUTHERN POINT OF THE RIDGE AND THE STATION.
 LZ1778'
 LZ1778'THE STATION MARK IS 13 FEET NORTHWEST OF A TRIANGULAR BLAZED PINE
 LZ1778'TREE 12 INCHES IN DIAMETER AND 4.4 FEET EAST-NORTHEAST OF A METAL
 LZ1778'WITNESS POST.  IT IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 LZ1778'CONCRETE MONUMENT PROJECTING 4 INCHES AND IS STAMPED FERNEY 1968.
 LZ1778'
 LZ1778'REFERENCE MARK NO. 1 IS 51 FEET NORTH OF THE PINE TREE AND 49.6 FEET
 LZ1778'NORTHEAST OF THE WITNESS POST.  IT IS A STANDARD DISK CEMENTED IN
 LZ1778'A DRILL HOLE IN A BOULDER WITH AN EXPOSED AREA OF ABOUT 3 BY 4 FEET,
 LZ1778'FLUSH WITH THE GROUND AND IS STAMPED FERNEY NO 1 1968.
 LZ1778'
 LZ1778'REFERENCE MARK NO. 2 IS 71 FEET SOUTHEAST OF THE WITNESS POST, 57
 LZ1778'FEET SOUTHEAST OF THE PINE TREE AND 9 FEET WEST OF AN ODD SHAPED OAK
 LZ1778'TREE.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER
 LZ1778'WITH AN EXPOSED AREA OF ABOUT 10 BY 20 FEET PROJECTING 1 FOOT AND
 LZ1778'IS STAMPED FERNEY NO 2 1968.
 LZ1778'
 LZ1778'THE AZIMUTH MARK IS 69 FEET WEST-SOUTHWEST OF THE APPROXIMATE CENTER
 LZ1778'OF U.S. HIGHWAY 120, 57 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE
 LZ1778'NO. G-26 AND 8 FEET NORTH OF THE NORTHWEST CORNER OF FIBBERS TAVERN.
 LZ1778'IT IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 LZ1778'PROJECTING 4 INCHES AND IS STAMPED FERNEY 1968.
 LZ1778'
 LZ1778'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN LOCK HAVEN GO
 LZ1778'NORTHWEST ON WEST MAIN STREET FOR 0.6 MILE TO A REVERSED Y
 LZ1778'INTERSECTION AND THE JUNCTION OF U.S. HIGHWAY 120.  GO NORTHWEST ON
 LZ1778'U.S. HIGHWAY 120 FOR 9.9 MILES TO FIBBERS TAVERN AND THE AZIMUTH MARK
 LZ1778'ON THE LEFT.
 LZ1778'
 LZ1778'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1284 ***********************************************************************
 LZ1284  DESIGNATION -  FERNEY AZ MK
 LZ1284  PID         -  LZ1284
 LZ1284  STATE/COUNTY-  PA/CLINTON
 LZ1284  USGS QUAD   -  FARRANDSVILLE (1973)
 LZ1284
 LZ1284                         *CURRENT SURVEY CONTROL
 LZ1284  ___________________________________________________________________
 LZ1284* NAD 83(1986)-  41 13 27.     (N)    077 34 08.     (W)     SCALED    
 LZ1284* NAVD 88     -       191.125  (meters)     627.05   (feet)  ADJUSTED  
 LZ1284  ___________________________________________________________________
 LZ1284  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 LZ1284  DYNAMIC HT  -         191.031 (meters)     626.74  (feet)  COMP
 LZ1284  MODELED GRAV-     980,131.8   (mgal)                       NAVD 88
 LZ1284
 LZ1284  VERT ORDER  -  SECOND    CLASS 0
 LZ1284
 LZ1284.The horizontal coordinates were scaled from a topographic map and have
 LZ1284.an estimated accuracy of +/- 6 seconds.
 LZ1284
 LZ1284.The orthometric height was determined by differential leveling
 LZ1284.and adjusted by the National Geodetic Survey in June 1991..
 LZ1284
 LZ1284.The geoid height was determined by GEOID03.
 LZ1284
 LZ1284.The dynamic height is computed by dividing the NAVD 88
 LZ1284.geopotential number by the normal gravity value computed on the
 LZ1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1284.degrees latitude (g = 980.6199 gals.).
 LZ1284
 LZ1284.The modeled gravity was interpolated from observed gravity values.
 LZ1284
 LZ1284;                    North         East    Units  Estimated Accuracy
 LZ1284;SPC PA N     -   117,460.      615,190.      MT  (+/- 180 meters Scaled)
 LZ1284
 LZ1284                          SUPERSEDED SURVEY CONTROL
 LZ1284
 LZ1284  NGVD 29 (??/??/92)  191.312  (m)          627.66   (f) ADJ UNCH    2 0
 LZ1284
 LZ1284.Superseded values are not recommended for survey control.
 LZ1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1284.See file dsdata.txt to determine how the superseded data were derived.
 LZ1284
 LZ1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL846668(NAD 83)
 LZ1284_MARKER: DZ = AZIMUTH MARK DISK
 LZ1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1284_STAMPING: FERNEY 1968
 LZ1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1284+STABILITY: SURFACE MOTION
 LZ1284
 LZ1284  HISTORY     - Date     Condition        Report By
 LZ1284  HISTORY     - 1968     MONUMENTED       CGS
 LZ1284
 LZ1284                          STATION DESCRIPTION
 LZ1284
 LZ1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ1284'9.6 MI SE FROM HYNER.
 LZ1284'ABOUT 9.65 MILES SOUTHEAST ALONG STATE HIGHWAY 120 FROM THE
 LZ1284'BRIDGE OVER THE SUSQUEHANNA RIVER IN HYNER, ABOUT 10.65 MILES
 LZ1284'NORTHWEST OF LOCK HAVEN, SET IN THE TOP OF A CONCRETE POST
 LZ1284'PROJECTING 4-INCHES, 57 FEET SOUTH OF TELEPHONE POLE NO. G-26,
 LZ1284'8 FEET NORTH OF THE NORTHWEST CORNER OF FIBBERS TAVERN AND IS
 LZ1284'ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.  69.0 FEET WEST OF
 LZ1284'THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV7091 ***********************************************************************
 KV7091  DESIGNATION -  FERNHILL
 KV7091  PID         -  KV7091
 KV7091  STATE/COUNTY-  PA/PHILADELPHIA
 KV7091  USGS QUAD   -  GERMANTOWN (1997)
 KV7091
 KV7091                         *CURRENT SURVEY CONTROL
 KV7091  ___________________________________________________________________
 KV7091* NAD 83(1996)-  40 01 01.84318(N)    075 10 02.37713(W)     ADJUSTED  
 KV7091* NAVD 88     -        52.5    (meters)     172.     (feet)  GPS OBS   
 KV7091  ___________________________________________________________________
 KV7091  X           -   1,252,208.582 (meters)                     COMP
 KV7091  Y           -  -4,728,499.587 (meters)                     COMP
 KV7091  Z           -   4,079,459.032 (meters)                     COMP
 KV7091  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 KV7091  ELLIP HEIGHT-          19.39  (meters)          (08/10/01) GPS OBS
 KV7091  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KV7091
 KV7091  HORZ ORDER  -  FIRST
 KV7091  ELLP ORDER  -  FOURTH    CLASS II
 KV7091
 KV7091.The horizontal coordinates were established by GPS observations
 KV7091.and adjusted by the National Geodetic Survey in May 1999..
 KV7091
 KV7091.The orthometric height was determined by GPS observations and a
 KV7091.high-resolution geoid model.
 KV7091
 KV7091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7091
 KV7091.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7091
 KV7091.The ellipsoidal height was determined by GPS observations
 KV7091.and is referenced to NAD 83.
 KV7091
 KV7091.The geoid height was determined by GEOID03.
 KV7091
 KV7091;                    North         East     Units Scale Factor Converg.
 KV7091;SPC PA S     -    79,154.366   820,455.048   MT  0.99998795   +1 40 32.2
 KV7091;SPC PA S     -   259,692.28  2,691,776.27   sFT  0.99998795   +1 40 32.2
 KV7091;SPC NJ       -   131,634.968    93,034.129   MT  0.99993994   -0 25 44.8
 KV7091;SPC NJ       -   431,872.39    305,229.47   sFT  0.99993994   -0 25 44.8
 KV7091;UTM  18      - 4,429,677.292   485,720.596   MT  0.99960251   -0 06 27.3
 KV7091
 KV7091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7091!SPC PA S     -   0.99999696  x   0.99998795  =   0.99998491
 KV7091!SPC NJ       -   0.99999696  x   0.99993994  =   0.99993690
 KV7091!UTM  18      -   0.99999696  x   0.99960251  =   0.99959947
 KV7091
 KV7091                          SUPERSEDED SURVEY CONTROL
 KV7091
 KV7091  NAD 83(1992)-  40 01 01.84272(N)    075 10 02.37732(W) AD(       ) 1
 KV7091  ELLIP H (06/28/94)   19.34   (m)                       GP(       ) 4 1
 KV7091
 KV7091.Superseded values are not recommended for survey control.
 KV7091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7091.See file dsdata.txt to determine how the superseded data were derived.
 KV7091
 KV7091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8572129677(NAD 83)
 KV7091_MARKER: DD = SURVEY DISK
 KV7091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7091_SP_SET: CONCRETE POST
 KV7091_STAMPING: FERNHILL 1993
 KV7091_MARK LOGO: PA6540
 KV7091_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7091+STABILITY: SURFACE MOTION
 KV7091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7091+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2006
 KV7091
 KV7091  HISTORY     - Date     Condition        Report By
 KV7091  HISTORY     - 1993     MONUMENTED       PA6540
 KV7091  HISTORY     - 20060125 GOOD             AASCO
 KV7091
 KV7091                          STATION DESCRIPTION
 KV7091
 KV7091'DESCRIBED BY CITY OF PHILADELPHIA PENNSYLVANIA 1993
 KV7091'THE STATION IS LOCATED IN THE 13TH WARD OF THE CITY OF PHILADELPHIA,IN
 KV7091'THE GERMANTOWN SECTION OF THE CITY, IN A GRASSY PLOT ON THE LAWN AT
 KV7091'FERNHILL PARK, 5 FT (1.5 M) OFF THE WEST CURB LINE OF ROBERTS AVENUE
 KV7091'AND 123.5 FT (37.6 M) NORTHEAST FROM THE INTERSECTION OF THE
 KV7091'WESTBOUND ROBERTS AVENUE AND RAMP O FROM THE ROOSEVELT BOULEVARD
 KV7091'EXTENSION (WISSAHICKON AVENUE EXIT). THE MARK IS 0.3 FT (0.1 M) BELOW
 KV7091'THE SURFACE. THE MARK IS A CITY OF PHILADELPHIA HORIZONTAL CONTROL
 KV7091'NETWORK BRASS DISC STAMPED FERNHILL 1993.
 KV7091'TO REACH THE STATION FROM THE INTERSECTION OF GERMANTOWN AVENUE AND
 KV7091'BROAD STREET, GO NORTH ON GERMANTOWN AVENUE FOR 1.2 MI (1.9 KM) TO
 KV7091'BERKLEY STREET. TURN LEFT ON BERKLEY STREET. TAKE BERKLEY STREET TO
 KV7091'ROBERTS AVENUE. BEAR LEFT ONTO ROBERTS AVENUE. TAKE ROBERTS AVENUE TO
 KV7091'RAMP O FROM THE ROOSEVELT BOULEVARD EXTENSION (WISSAHICKON EXIT).
 KV7091
 KV7091                          STATION RECOVERY (2006)
 KV7091
 KV7091'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 KV7091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2392 ***********************************************************************
 KX2392  DESIGNATION -  FERRY
 KX2392  PID         -  KX2392
 KX2392  STATE/COUNTY-  PA/FAYETTE
 KX2392  USGS QUAD   -  FAYETTE CITY (1979)
 KX2392
 KX2392                         *CURRENT SURVEY CONTROL
 KX2392  ___________________________________________________________________
 KX2392* NAD 83(1992)-  40 06 00.96183(N)    079 50 28.87501(W)     ADJUSTED  
 KX2392* NAVD 88     -       230.7    (meters)     757.     (feet)  VERTCON   
 KX2392  ___________________________________________________________________
 KX2392  X           -     861,711.206 (meters)                     COMP
 KX2392  Y           -  -4,809,102.765 (meters)                     COMP
 KX2392  Z           -   4,086,635.138 (meters)                     COMP
 KX2392  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 KX2392  ELLIP HEIGHT-         197.61  (meters)          (06/21/02) GPS OBS
 KX2392  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 KX2392
 KX2392  HORZ ORDER  -  FIRST
 KX2392  ELLP ORDER  -  FOURTH    CLASS I
 KX2392
 KX2392.The horizontal coordinates were established by GPS observations
 KX2392.and adjusted by the National Geodetic Survey in June 2002..
 KX2392
 KX2392.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2392
 KX2392.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KX2392
 KX2392.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2392
 KX2392.The ellipsoidal height was determined by GPS observations
 KX2392.and is referenced to NAD 83.
 KX2392
 KX2392.The geoid height was determined by GEOID03.
 KX2392
 KX2392;                    North         East     Units Scale Factor Converg.
 KX2392;SPC PA S     -    87,267.554   421,693.259   MT  0.99997810   -1 21 24.7
 KX2392;SPC PA S     -   286,310.30  1,383,505.30   sFT  0.99997810   -1 21 24.7
 KX2392;UTM  17      - 4,439,529.233   598,758.012   MT  0.99972006   +0 44 47.0
 KX2392
 KX2392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2392!SPC PA S     -   0.99996900  x   0.99997810  =   0.99994710
 KX2392!UTM  17      -   0.99996900  x   0.99972006  =   0.99968907
 KX2392
 KX2392                          SUPERSEDED SURVEY CONTROL
 KX2392
 KX2392  NAD 83(1995)-  40 06 00.96188(N)    079 50 28.87609(W) AD(       ) 1
 KX2392  NAD 83(1992)-  40 06 00.96410(N)    079 50 28.88305(W) AD(       ) 1
 KX2392  NGVD 29 (02/08/94)  230.9    (m)          758.     (f) GPS OBS        
 KX2392
 KX2392.Superseded values are not recommended for survey control.
 KX2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2392.See file dsdata.txt to determine how the superseded data were derived.
 KX2392
 KX2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE9875839529(NAD 83)
 KX2392_MARKER: DD = SURVEY DISK
 KX2392_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KX2392_SP_SET: STONE BRIDGE WALL
 KX2392_STAMPING: FERRY 1989
 KX2392_MARK LOGO: USE   
 KX2392_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX2392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX2392+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KX2392
 KX2392  HISTORY     - Date     Condition        Report By
 KX2392  HISTORY     - 1989     MONUMENTED       HARTMN
 KX2392
 KX2392                          STATION DESCRIPTION
 KX2392
 KX2392'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 KX2392'LOCATED ON THE RIGHT BANK OF THE MONONGAHELA RIVER AT APPROXIMATE
 KX2392'RIVER MILE 46.3, IN THE BOROUGH OF FAYETTE CITY, FAYETTE COUNTY,
 KX2392'PENNSYLVANIA.
 KX2392'THE STATION IS A CORPS OF ENGINEERS BRONZE DISK SET ON THE RIVERWARD
 KX2392'WINGWALL OF THE NORTH STONE ABUTMENT OF THE RAILROAD BRIDGE OVER
 KX2392'MARKET STREET, AT THE FORMER FERRY LANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3165 ***********************************************************************
 KW3165  DESIGNATION -  FETTER
 KW3165  PID         -  KW3165
 KW3165  STATE/COUNTY-  PA/UNION
 KW3165  USGS QUAD   -  NORTHUMBERLAND (1994)
 KW3165
 KW3165                         *CURRENT SURVEY CONTROL
 KW3165  ___________________________________________________________________
 KW3165* NAD 83(1992)-  40 53 21.56946(N)    076 50 13.31658(W)     ADJUSTED  
 KW3165* NAVD 88     -       267.1    (meters)     876.     (feet)  VERTCON   
 KW3165  ___________________________________________________________________
 KW3165  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 KW3165  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KW3165
 KW3165  HORZ ORDER  -  SECOND
 KW3165
 KW3165.The horizontal coordinates were established by classical geodetic methods
 KW3165.and adjusted by the National Geodetic Survey in June 2002..
 KW3165
 KW3165.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW3165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW3165
 KW3165.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3165
 KW3165.The geoid height was determined by GEOID03.
 KW3165
 KW3165;                    North         East     Units Scale Factor Converg.
 KW3165;SPC PA N     -    80,659.600   676,939.544   MT  0.99999904   +0 36 14.3
 KW3165;SPC PA N     -   264,630.70  2,220,925.82   sFT  0.99999904   +0 36 14.3
 KW3165;SPC PA S     -   173,171.276   676,938.807   MT  0.99998876   +0 35 32.4
 KW3165;SPC PA S     -   568,146.09  2,220,923.40   sFT  0.99998876   +0 35 32.4
 KW3165;UTM  18      - 4,528,095.529   345,240.775   MT  0.99989479   -1 12 09.9
 KW3165
 KW3165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3165!SPC PA N     -   0.99996335  x   0.99999904  =   0.99996239
 KW3165!SPC PA S     -   0.99996335  x   0.99998876  =   0.99995211
 KW3165!UTM  18      -   0.99996335  x   0.99989479  =   0.99985815
 KW3165
 KW3165|---------------------------------------------------------------------|
 KW3165| PID    Reference Object                     Distance      Geod. Az  |
 KW3165|                                                           dddmmss.s |
 KW3165| CB3312 FETTER RM 1                           8.774 METERS 05845     |
 KW3165| CB3311 FETTER AZ MK                                       1072354.1 |
 KW3165| KW3168 SUNBURY RADIO STA WKOK N MAST       APPROX. 1.6 KM 1184112.1 |
 KW3165| CB3313 FETTER RM 2                          13.608 METERS 19652     |
 KW3165|---------------------------------------------------------------------|
 KW3165
 KW3165                          SUPERSEDED SURVEY CONTROL
 KW3165
 KW3165  NAD 83(1986)-  40 53 21.56866(N)    076 50 13.31333(W) AD(       ) 2
 KW3165  NAD 27      -  40 53 21.25389(N)    076 50 14.42211(W) AD(       ) 2
 KW3165  NGVD 29 (07/19/86)  267.3    (m)          877.     (f) VERT ANG       
 KW3165
 KW3165.Superseded values are not recommended for survey control.
 KW3165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3165.See file dsdata.txt to determine how the superseded data were derived.
 KW3165
 KW3165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL4524128096(NAD 83)
 KW3165_MARKER: DS = TRIANGULATION STATION DISK
 KW3165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3165
 KW3165  HISTORY     - Date     Condition        Report By
 KW3165  HISTORY     - 1966     MONUMENTED       CGS
 KW3165
 KW3165                          STATION DESCRIPTION
 KW3165
 KW3165'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW3165'THE STATION IS LOCATED APPROXIMATELY 6 MILES SOUTH-SOUTHEAST OF
 KW3165'LEWISBURG, 3 MILES NORTHWEST OF SUNBURY, ON THE HIGHEST
 KW3165'POINT OF A LOW, GRASSY HILL THAT HAS A FEW SCATTERED TREES AND ON
 KW3165'PROPERTY OWNED BY MR. HARRY F. FETTER JR.
 KW3165'
 KW3165'TO REACH THE STATION FROM THE POST OFFICE IN SHAMOKIN DAM, GO
 KW3165'NORTHERLY ON U.S. HIGHWAYS 11 AND 15 FOR 0.7 MILE TO THE
 KW3165'JUNCTION OF U.S. HIGHWAYS 11 AND 15.  BEAR LEFT AND GO NORTH AND
 KW3165'NORTHWEST ON U.S. HIGHWAY 15 FOR 2.85 MILES TO A
 KW3165'CROSSROAD.  TURN RIGHT AND GO EAST AND NORTHEAST ON COUNTY LINE ROAD
 KW3165'FOR 0.35 MILE TO A SIDE ROAD LEFT.  (TO REACH THE AZIMUTH
 KW3165'MARK FROM THIS POINT, CONTINUE AHEAD, NORTHEAST AND EAST, FOR 0.4
 KW3165'MILE TO A SIDE ROAD RIGHT AND THE MARK IN THE SOUTHEAST ANGLE
 KW3165'OF THE INTERSECTION.) TURN LEFT AND GO NORTH, ALONG THE EAST SIDE OF
 KW3165'A ROW OF TREES, FOR 0.1 MILE TO THE TOP OF THE HILL AND THE
 KW3165'STATION.
 KW3165'
 KW3165'THE STATION MARK IS 32 FEET EAST OF A FENCE CORNER, 5.1 FEET EAST OF
 KW3165'A METAL WITNESS POST AND 2 FEET SOUTH-SOUTHEAST
 KW3165'OF A FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 KW3165'SQUARE, CONCRETE POST THAT PROJECTS 1 INCH AND IT IS STAMPED
 KW3165'FETTER 1966.
 KW3165'
 KW3165'REFERENCE MARK NO. 1 IS 33.2 FEET EAST OF THE METAL WITNESS POST AND
 KW3165'2 FEET SOUTH-SOUTHEAST OF A FENCE.  IT IS A STANDARD DISK
 KW3165'SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST THAT PROJECTS 2
 KW3165'INCHES AND IT IS STAMPED FETTER NO 1 1966.
 KW3165'
 KW3165'REFERENCE MARK NO. 2 IS 43.4 FEET SOUTH OF THE METAL WITNESS POST, 5
 KW3165'FEET NORTH OF A 10-INCH IN DIAMETER TREE AND 2 FEET EAST OF A
 KW3165'FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE,
 KW3165'CONCRETE POST THAT PROJECTS 2 INCHES AND IT IS STAMPED
 KW3165'FETTER NO 2 1966.
 KW3165'
 KW3165'THE AZIMUTH MARK IS 36 FEET EAST OF THE APPROXIMATE CENTERLINE OF A
 KW3165'GRAVELED ROAD, 29 FEET SOUTH OF THE APPROXIMATE
 KW3165'CENTERLINE OF A GRAVELED ROAD AND 1.7 FEET NORTH OF A METAL WITNESS
 KW3165'POST.  IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 KW3165'SQUARE, CONCRETE POST THAT PROJECTS 3 INCHES AND IT IS STAMPED FETTER
 KW3165'1966.
 KW3165'
 KW3165'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2173 ***********************************************************************
 KX2173  DESIGNATION -  FETZER
 KX2173  PID         -  KX2173
 KX2173  STATE/COUNTY-  PA/CENTRE
 KX2173  USGS QUAD   -  PORT MATILDA (1994)
 KX2173
 KX2173                         *CURRENT SURVEY CONTROL
 KX2173  ___________________________________________________________________
 KX2173* NAD 83(1992)-  40 49 49.17480(N)    078 02 10.30434(W)     ADJUSTED  
 KX2173* NAVD 88     -       419.9    (meters)    1378.     (feet)  VERTCON   
 KX2173  ___________________________________________________________________
 KX2173  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 KX2173  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KX2173
 KX2173  HORZ ORDER  -  SECOND
 KX2173
 KX2173.The horizontal coordinates were established by classical geodetic methods
 KX2173.and adjusted by the National Geodetic Survey in June 2002..
 KX2173
 KX2173.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2173
 KX2173.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2173
 KX2173.The geoid height was determined by GEOID03.
 KX2173
 KX2173;                    North         East     Units Scale Factor Converg.
 KX2173;SPC PA N     -    73,742.084   575,859.060   MT  1.00000898   -0 11 21.6
 KX2173;SPC PA N     -   241,935.49  1,889,297.60   sFT  1.00000898   -0 11 21.6
 KX2173;UTM  17      - 4,524,150.172   749,914.966   MT  1.00036881   +1 56 19.7
 KX2173;UTM  18      - 4,524,359.364   243,980.001   MT  1.00040684   -1 59 10.3
 KX2173
 KX2173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2173!SPC PA N     -   0.99993932  x   1.00000898  =   0.99994830
 KX2173!UTM  17      -   0.99993932  x   1.00036881  =   1.00030810
 KX2173!UTM  18      -   0.99993932  x   1.00040684  =   1.00034613
 KX2173
 KX2173:                Primary Azimuth Mark                     Grid Az
 KX2173:SPC PA N     -  FETZER AZ MK                             099 10 51.3
 KX2173:UTM  17      -  FETZER AZ MK                             097 03 10.0
 KX2173:UTM  18      -  FETZER AZ MK                             100 58 40.0
 KX2173
 KX2173|---------------------------------------------------------------------|
 KX2173| PID    Reference Object                     Distance      Geod. Az  |
 KX2173|                                                           dddmmss.s |
 KX2173| CJ9770 FETZER AZ MK                                       0985929.7 |
 KX2173| CJ9771 FETZER RM 1                          53.061 METERS 28530     |
 KX2173| CJ9772 FETZER RM 2                          46.525 METERS 32908     |
 KX2173|---------------------------------------------------------------------|
 KX2173
 KX2173                          SUPERSEDED SURVEY CONTROL
 KX2173
 KX2173  NAD 83(1986)-  40 49 49.17555(N)    078 02 10.30951(W) AD(       ) 2
 KX2173  NAD 27      -  40 49 48.96137(N)    078 02 11.28697(W) AD(       ) 2
 KX2173  NGVD 29 (07/19/86)  420.1    (m)         1378.     (f) VERT ANG       
 KX2173
 KX2173.Superseded values are not recommended for survey control.
 KX2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2173.See file dsdata.txt to determine how the superseded data were derived.
 KX2173
 KX2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF4991524150(NAD 83)
 KX2173_MARKER: DS = TRIANGULATION STATION DISK
 KX2173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2173_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KX2173_STAMPING: FETZER 1969
 KX2173_MARK LOGO: CGS   
 KX2173_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX2173+STABILITY: SURFACE MOTION
 KX2173
 KX2173  HISTORY     - Date     Condition        Report By
 KX2173  HISTORY     - 1969     MONUMENTED       CGS
 KX2173  HISTORY     - 19870621 GOOD             NGS
 KX2173
 KX2173                          STATION DESCRIPTION
 KX2173
 KX2173'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 KX2173'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF JULIAN, 2.5 MILES
 KX2173'NORTH-NORTHEAST OF PORT MATILDA AND 1 MILE WEST OF THE JUNCTION OF
 KX2173'U.S. HIGHWAYS 322 AND 220.  IT IS ON THE SOUTHEAST SLOPE OF A CLEARED
 KX2173'FIELD AND ON THE PROPERTY OF MR. DEAN A. FETZER.
 KX2173'
 KX2173'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 322 AND 220,
 KX2173'ABOUT 3 MILES NORTHEAST OF PORT MATILDA, GO SOUTHWEST ON U.S.
 KX2173'HIGHWAYS 322 AND 220 FOR 0.7 MILE TO A SIDE ROAD ON THE RIGHT, JUST
 KX2173'BEFORE CROSSING A CONCRETE BRIDGE, TURN RIGHT AND GO
 KX2173'NORTHWEST ON THE TRACK ROAD, PASSING TO THE RIGHT OF A TWO STORY
 KX2173'HOUSE FOR 0.6 MILE TO A HOUSE TRAILER AND SOME OUT BUILDINGS,
 KX2173'PASS TO THE LEFT OF THE HOUSE TRAILER AND CONTINUE NORTHWEST UPHILL
 KX2173'FOR 0.2 MILE TO THE SOUTHEAST SLOPE OF HILL AND THE STATION.
 KX2173'THE
 KX2173'STATION MARK IS 159 FEET SOUTHEAST OF A 14-INCH TRIANGULAR BLAZED OAK
 KX2173'TREE AND 3.9 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST. THE MARK
 KX2173'IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST SET 1-INCH
 KX2173'UNDERGROUND AND IS STAMPED FETZER 1967.
 KX2173'
 KX2173'REFERENCE MARK NO 1 IS 72 FEET SOUTHWEST OF THE 14-INCH TRIANGULAR
 KX2173'BLAZED OAK TREE AND 9 FEET EAST-NORTHEAST OF A 12-INCH TRIANGULAR
 KX2173'BLAZED OAK TREE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A
 KX2173'ROUND CONCRETE POST PROJECTING 4 INCHES AND IS STAMPED FETZER NO 1
 KX2173'1967.
 KX2173'
 KX2173'REFERENCE MARK NO. 2 IS 51 FEET NORTHEAST OF THE 14-INCH TRIANGULAR
 KX2173'BLAZED OAK TREE AND WEST-SOUTHWEST OF THE APPROXIMATE
 KX2173'CENTER OF A WOODS ROAD.  THE MARK IS A STANDARD DISK SET IN THE TOP
 KX2173'OF A ROUND CONCRETE POST PROJECTING 2 INCHES AND IS STAMPED FETZER
 KX2173'NO 2 1967.
 KX2173'
 KX2173'THE AZIMUTH MARK IS 96 FEET WEST-NORTHWEST OF POWERLINE POLE NO.
 KX2173'379066, 26 FEET SOUTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY
 KX2173'322 AND 3.9 FEET NORTH-NORTHEAST OF A METAL WITNESS POST.  THE MARK
 KX2173'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CORNER OF AN
 KX2173'L-SHAPED CONCRETE CULVERT AND IS STAMPED FETZER 1967.
 KX2173'
 KX2173'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAYS 322 AND
 KX2173'220, ABOUT 3 MILES NORTHEAST OF PORT MATILDA, GO EAST ON U.S.
 KX2173'HIGHWAY 322 FOR 0.3 MILE TO THE CULVERT AND THE MARK ON THE RIGHT.
 KX2173'
 KX2173'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KX2173
 KX2173                          STATION RECOVERY (1987)
 KX2173
 KX2173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (CLN)
 KX2173'THE STATION WAS RECOVERED AT THIS DATE.  THE STATION, REFERENCE AND
 KX2173'AZIMUTH MARK WERE RECOVERED.  THE DISTANCES TO THE REFERENCE MARKS
 KX2173'MEASURED 0.03 M (0.10 FT) SHORTER IN BOTH CASES, THEY ARE ABOUT THREE
 KX2173'METERS ABOVE THE STATION.  THE ANGLES WERE IN AGREEMENT.  THE AZIMUTH
 KX2173'MARK ANGLE DISAGREED BY 20 SECONDS.  THE AZIMUTH MARK WAS TO BE
 KX2173'DESTROYED SO A NEW AZIMUTH WAS ESTABLISHED.
 KX2173' 
 KX2173'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) SOUTHWEST OF JULIAN, 4.0
 KX2173'KM (2.50 MI) NORTH NORTHEAST OF PORT MATILDA AND 1.6 KM (1.00 MI) WEST
 KX2173'OF THE JUNCTION OF US HIGHWAYS 220 AND 322.  OWNERSHIP- MAHLON E
 KX2173'FETZER, RD 1 BOX 421, PORT MATILDA, PA 16830.  TO REACH THE STATION
 KX2173'FROM THE JUNCTION OF US HIGHWAYS 220 AND 322 ABOUT 3 MI (4.8 KM) NORTH
 KX2173'OF PORT MATILDA, GO SOUTH ON US HIGHWAY 220 FOR 1.1 KM (0.70 MI) TO A
 KX2173'DIRT ROAD ON THE RIGHT JUST NORTH OF A SMALL CONCRETE BRIDGE.  TURN
 KX2173'RIGHT AND GO NORTHEAST ON THE DIRT ROAD FOR 1.0 KM (0.60 MI) TO THE
 KX2173'END OF THE ROAD AT THE FETZER HOME.  TURN LEFT PASSING FARM BUILDINGS
 KX2173'TO THE WEST OF THE HOUSE KEEPING TO THE LEFT OF A VEHICLE BUILDING,
 KX2173'THEN RIGHT NORTH UPHLL AS FAR AS POSSIBLE TO DRIVE.  WE PACKED THE
 KX2173'REST OF ABOUT 0.32 KM (0.20 MI) TO AN UPPER PASTURE FIELD AND THE
 KX2173'STATION ABOUT 40 M (131.2 FT) SHORT OF AND ABOUT 3 M (9.8 FT) LOWER
 KX2173'THAN A WOOD LINE.
 KX2173' 
 KX2173'THE STATION IS A STANDARD CGS DISK STAMPED--FETZER 1969--, SET INTO
 KX2173'THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM IN DIAMETER, RECESSED 2 CM
 KX2173'BELOW GROUND.  LOCATED 1.2 M (3.9 FT) SOUTH SOUTHEAST FROM A WITNESS
 KX2173'POST.
 KX2173' 
 KX2173'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--FETZER 1969 NO
 KX2173'1--,SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM IN DIAMETER,
 KX2173'PROJECTING 10 CM ABOVE GROUND.  LOCATED 1.2 M (3.9 FT) NORTH FROM THE
 KX2173'THE SOUTH EDGE OF THE WOOD LINE, 0.46 M (1.51 FT) NORTHWEST FROM A TWO
 KX2173'STRAND WIRE FENCE AND 7.9 M (25.9 FT) WEST SOUTHWEST FROM A 16 INCH
 KX2173'BLAZED OAK TREE, MARK IS 3 M (9.8 FT) ABOVE THE STATION.
 KX2173' 
 KX2173'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--FETZER 1969 NO 2-,
 KX2173'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM IN DIAMTER,
 KX2173'PROJECTING 4 CM ABOVE GROUND.  LOCATED 1.2 M (3.9 FT) NORTH FROM THE
 KX2173'SOUTH EDGE OF A WOODS TREE LINE, 7.9 M (25.9 FT) WEST SOUTHWEST FROM A
 KX2173'DIM WOODS ROAD AND 2.1 M (6.9 FT) SOUTHWEST FROM A TWO STRAND WIRE
 KX2173'FENCE, MARK IS 3 M (9.8 FT) ABOVE THE STATION.
 KX2173' 
 KX2173'THE STATION IS A STANDARD NGS DISK STAMPED FETZER 1987, SET INTO THE
 KX2173'TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER PROJECTING 3 CM
 KX2173'ABOVE GROUND.  LOCATED 0.77 M (2.53 FT) EAST NORTHEAST FROM A WITNESS
 KX2173'POST AND 5.0 M (16.4 FT) SOUTH SOUTHWEST FROM A POWER POLE NUMBER 71
 KX2173'42 36.  THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) SOUTHWEST OF
 KX2173'JULIAN, 4.8 KM (3.00 MI) NORTH NORTHEAST OF PORT MATILDA AND ABOUT
 KX2173'0.48 KM (0.30 MI) EAST OF THE JUNCTION OF US HIGHWAYS 220 AND 322.
 KX2173'OWNERSHIP- HIGHWAY RIGHT-OF-WAY.  TO REACH THE STATION FROM THE
 KX2173'JUNCTION OF US HIGHWAYS 220 AND 322 WHICH IS ABOUT 4.8 KM (3.00 MI)
 KX2173'NORTHEAST OF PORT MATILDA, GO EAST ON US HIGHWAY 322 FOR 0.48 KM (0.30
 KX2173'MI) TO A WOODS ROAD RIGHT AND THE STATION ON THE RIGHT.  GO SOUTH
 KX2173'ABOUT 100 FT (30.5 M) TO THE STATION AT A POWER POLE WITH GUY WIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JX0039 ***********************************************************************
 JX0039  DESIGNATION -  FF 119
 JX0039  PID         -  JX0039
 JX0039  STATE/COUNTY-  PA/GREENE
 JX0039  USGS QUAD   -  GARARDS FORT (1979)
 JX0039
 JX0039                         *CURRENT SURVEY CONTROL
 JX0039  ___________________________________________________________________
 JX0039* NAD 83(1986)-  39 48 08.     (N)    080 07 01.     (W)     SCALED    
 JX0039* NAVD 88     -       307.079  (meters)    1007.48   (feet)  ADJUSTED  
 JX0039  ___________________________________________________________________
 JX0039  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JX0039  DYNAMIC HT  -         306.901 (meters)    1006.89  (feet)  COMP
 JX0039  MODELED GRAV-     980,041.2   (mgal)                       NAVD 88
 JX0039
 JX0039  VERT ORDER  -  SECOND    CLASS 0
 JX0039
 JX0039.The horizontal coordinates were scaled from a topographic map and have
 JX0039.an estimated accuracy of +/- 6 seconds.
 JX0039
 JX0039.The orthometric height was determined by differential leveling
 JX0039.and adjusted by the National Geodetic Survey in June 1991..
 JX0039
 JX0039.The geoid height was determined by GEOID03.
 JX0039
 JX0039.The dynamic height is computed by dividing the NAVD 88
 JX0039.geopotential number by the normal gravity value computed on the
 JX0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0039.degrees latitude (g = 980.6199 gals.).
 JX0039
 JX0039.The modeled gravity was interpolated from observed gravity values.
 JX0039
 JX0039;                    North         East    Units  Estimated Accuracy
 JX0039;SPC PA S     -    54,780.      397,320.      MT  (+/- 180 meters Scaled)
 JX0039
 JX0039                          SUPERSEDED SURVEY CONTROL
 JX0039
 JX0039  NGVD 29 (??/??/92)  307.210  (m)         1007.90   (f) ADJ UNCH    2 0
 JX0039
 JX0039.Superseded values are not recommended for survey control.
 JX0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0039.See file dsdata.txt to determine how the superseded data were derived.
 JX0039
 JX0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE755061(NAD 83)
 JX0039_MARKER: DD = SURVEY DISK
 JX0039_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0039_SP_SET: BRIDGE
 JX0039_STAMPING: FF 119 1935
 JX0039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0039
 JX0039  HISTORY     - Date     Condition        Report By
 JX0039  HISTORY     - 1935     MONUMENTED       PADH
 JX0039  HISTORY     - 1935     GOOD             NGS
 JX0039  HISTORY     - 1948     GOOD             NGS
 JX0039
 JX0039                          STATION DESCRIPTION
 JX0039
 JX0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JX0039'5.7 MI NW FROM MOUNT MORRIS.
 JX0039'5.7 MILES NORTHWEST ALONG U.S. HIGHWAY 19 FROM THE DUNKARD CREEK
 JX0039'BRIDGE AT MOUNT MORRIS, GREENE COUNTY, AT CONCRETE BRIDGE
 JX0039'370/30 OVER WHITELY CREEK, AND IN THE TOP OF THE WEST CONCRETE
 JX0039'WING WALL.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD
 JX0039'DISK, STAMPED FF 119 1935.
 JX0039
 JX0039                          STATION RECOVERY (1948)
 JX0039
 JX0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 JX0039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1110 ***********************************************************************
 KX1110  DESIGNATION -  FF 196
 KX1110  PID         -  KX1110
 KX1110  STATE/COUNTY-  PA/FAYETTE
 KX1110  USGS QUAD   -  SEVEN SPRINGS (1993)
 KX1110
 KX1110                         *CURRENT SURVEY CONTROL
 KX1110  ___________________________________________________________________
 KX1110* NAD 83(1986)-  40 04 30.     (N)    079 21 28.     (W)     SCALED    
 KX1110* NAVD 88     -       452.873  (meters)    1485.80   (feet)  ADJUSTED  
 KX1110  ___________________________________________________________________
 KX1110  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KX1110  DYNAMIC HT  -         452.611 (meters)    1484.94  (feet)  COMP
 KX1110  MODELED GRAV-     980,032.0   (mgal)                       NAVD 88
 KX1110
 KX1110  VERT ORDER  -  SECOND    CLASS 0
 KX1110
 KX1110.The horizontal coordinates were scaled from a topographic map and have
 KX1110.an estimated accuracy of +/- 6 seconds.
 KX1110
 KX1110.The orthometric height was determined by differential leveling
 KX1110.and adjusted by the National Geodetic Survey in June 1991..
 KX1110
 KX1110.The geoid height was determined by GEOID03.
 KX1110
 KX1110.The dynamic height is computed by dividing the NAVD 88
 KX1110.geopotential number by the normal gravity value computed on the
 KX1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1110.degrees latitude (g = 980.6199 gals.).
 KX1110
 KX1110.The modeled gravity was interpolated from observed gravity values.
 KX1110
 KX1110;                    North         East    Units  Estimated Accuracy
 KX1110;SPC PA S     -    83,600.      462,870.      MT  (+/- 180 meters Scaled)
 KX1110
 KX1110                          SUPERSEDED SURVEY CONTROL
 KX1110
 KX1110  NGVD 29 (??/??/92)  453.027  (m)         1486.31   (f) ADJ UNCH    2 0
 KX1110
 KX1110.Superseded values are not recommended for survey control.
 KX1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1110.See file dsdata.txt to determine how the superseded data were derived.
 KX1110
 KX1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE400373(NAD 83)
 KX1110_MARKER: DD = SURVEY DISK
 KX1110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1110_SP_SET: BRIDGE
 KX1110_STAMPING: FF 196 1943
 KX1110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1110
 KX1110  HISTORY     - Date     Condition        Report By
 KX1110  HISTORY     - 1943     MONUMENTED       PADT
 KX1110  HISTORY     - 1954     GOOD             NGS
 KX1110
 KX1110                          STATION DESCRIPTION
 KX1110
 KX1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KX1110'1.3 MI SW FROM JONES MILLS.
 KX1110'1.3 MILES SOUTHWEST ALONG STATE HIGHWAY 381 - 711 FROM THE
 KX1110'JUNCTION OF STATE HIGHWAY 31 AT JONES MILLS, THENCE ABOUT 75
 KX1110'YARDS EAST ALONG A BLACK TOP ROAD LEADING TO LAUREL HILL STATE
 KX1110'PARK, IN THE TOP OF THE NORTHWEST END OF THE SOUTHEAST CONCRETE
 KX1110'WING WALL OF A STEEL BRIDGE OVER INDIAN CREEK ON ROAD EAST, 12 1/2
 KX1110'FEET SOUTH OF CENTER LINE OF BLACK TOP ROAD AND ABOUT LEVEL
 KX1110'WITH BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2824 ***********************************************************************
 KW2824  DESIGNATION -  FICKELS
 KW2824  PID         -  KW2824
 KW2824  STATE/COUNTY-  PA/ADAMS
 KW2824  USGS QUAD   -  MOUNT HOLLY SPRINGS (1973)
 KW2824
 KW2824                         *CURRENT SURVEY CONTROL
 KW2824  ___________________________________________________________________
 KW2824* NAD 83(1992)-  40 03 12.02215(N)    077 08 39.87931(W)     ADJUSTED  
 KW2824* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 KW2824  ___________________________________________________________________
 KW2824  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 KW2824  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KW2824
 KW2824  HORZ ORDER  -  SECOND
 KW2824
 KW2824.The horizontal coordinates were established by classical geodetic methods
 KW2824.and adjusted by the National Geodetic Survey in June 2002..
 KW2824
 KW2824.The orthometric height was scaled from a topographic map.
 KW2824
 KW2824.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2824
 KW2824.The geoid height was determined by GEOID03.
 KW2824
 KW2824;                    North         East     Units Scale Factor Converg.
 KW2824;SPC PA S     -    80,122.762   651,672.065   MT  0.99998340   +0 23 34.4
 KW2824;SPC PA S     -   262,869.43  2,138,027.43   sFT  0.99998340   +0 23 34.4
 KW2824;UTM  18      - 4,435,880.615   317,088.805   MT  1.00001188   -1 22 49.1
 KW2824
 KW2824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2824!SPC PA S     -   0.99994512  x   0.99998340  =   0.99992852
 KW2824!UTM  18      -   0.99994512  x   1.00001188  =   0.99995700
 KW2824
 KW2824|---------------------------------------------------------------------|
 KW2824| PID    Reference Object                     Distance      Geod. Az  |
 KW2824|                                                           dddmmss.s |
 KW2824| CJ9774 FICKELS RM 1                         19.360 METERS 00134     |
 KW2824| CJ9773 FICKELS AZ MK                                      2512205.5 |
 KW2824| CJ9775 FICKELS RM 2                         23.345 METERS 29940     |
 KW2824|---------------------------------------------------------------------|
 KW2824
 KW2824                          SUPERSEDED SURVEY CONTROL
 KW2824
 KW2824  NAD 83(1986)-  40 03 12.01883(N)    077 08 39.88129(W) AD(       ) 2
 KW2824  NAD 27      -  40 03 11.68800(N)    077 08 40.95200(W) AD(       ) 2
 KW2824
 KW2824.Superseded values are not recommended for survey control.
 KW2824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2824.See file dsdata.txt to determine how the superseded data were derived.
 KW2824
 KW2824_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK1708935881(NAD 83)
 KW2824_MARKER: DS = TRIANGULATION STATION DISK
 KW2824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2824
 KW2824  HISTORY     - Date     Condition        Report By
 KW2824  HISTORY     - 1942     MONUMENTED       CGS
 KW2824  HISTORY     - 1952     GOOD             AMS
 KW2824
 KW2824                          STATION DESCRIPTION
 KW2824
 KW2824'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW2824'STATION IS ABOUT 4 MILES NW OF YORK SPRINGS, AND ABOUT 7 MILES SW OF
 KW2824'DILLSBURG ON A PARTLY-CLEARED HILL, THE PROPERTY OF MR. ROBECK.
 KW2824'STATION IS 32 FEET S OF A TRIANGULAR-BLAZED POPLAR TREE WHICH IS ON
 KW2824'THE S SIDE OF THE FARM ROAD LEADING TO THE STATION.  STATION IS
 KW2824'LOCATED IN A SMALL GROVE OF POPLAR AND DOGWOOD TREES ON THE S SIDE OF
 KW2824'A SMALL ORCHARD WHICH HAS BEEN KILLED OFF BY FIRE.  MARK IS STAMPED
 KW2824'FICKELS 1942.
 KW2824'
 KW2824'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KW2824'BRONZE DISKS SET IN CONCRETE.
 KW2824'
 KW2824'REFERENCE MARK NO. 1 IS 31 FEET N OF A TRIANGULAR POPLAR TREE AND
 KW2824'ABOUT 27 FEET N OF THE CENTER LINE OF THE FARM ROAD LEADING TO THE
 KW2824'STATION.  MARK IS STAMPED FICKELS NO. 1 1942 AND PROJECTS ABOUT 4
 KW2824'INCHES.
 KW2824'
 KW2824'REFERENCE MARK NO. 2 IS 9 FEET N OF THE CENTER LINE OF THE FARM ROAD
 KW2824'LEADING TO THE STATION.  MARK IS STAMPED FICKELS NO. 2 1942 AND
 KW2824'PROJECTS ABOUT 4 INCHES.
 KW2824'
 KW2824'AZIMUTH MARK IS 8 FEET S OF THE CENTER LINE ON THE FARM ROAD LEADING
 KW2824'TO THE AZIMUTH MARK.  MARK IS STAMPED FICKELS 1942 AND PROJECTS
 KW2824'ABOUT 4 INCHES.  TO REACH FROM POINT MENTIONED BELOW TURN LEFT ON A
 KW2824'FARM ROAD ON THE N SIDE OF A YOUNG ORCHARD AND GO 0.05 MILE TO
 KW2824'AZIMUTH ON THE LEFT.
 KW2824'
 KW2824'STATION CAN BE REACHED FROM YORK SPRINGS AT THE JUNCTION OF U.S.
 KW2824'HIGHWAY 15 AND STATE HIGHWAY 94 BY GOING NW ON STATE HIGHWAY 94
 KW2824'FOR 4.1 MILES TO CROSSROADS.  AZIMUTH CAN BE REACHED FROM THIS POINT.
 KW2824'TURN RIGHT, E, AND GO 0.4 MILE TO MR.  ROBECKS DRIVE AND MAILBOX ON
 KW2824'THE LEFT, TURN LEFT AND FOLLOW WINDING WOODS ROAD N OF BARN FOR 0.25
 KW2824'MILE TO TOP OF RIDGE, TURN RIGHT AND GO EASTERLY THROUGH A
 KW2824'BURNED-OUT ORCHARD FOR ABOUT 150 YARDS TO STATION ON RIGHT.
 KW2824'
 KW2824'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 KW2824
 KW2824                          STATION RECOVERY (1952)
 KW2824
 KW2824'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 KW2824'THE STATION, A STANDARD USC AND GS BRONZE TRIANGULATION DISC, SET IN
 KW2824'THE TOP OF A 1 FOOT SQUARE CONCRETE POST, PROJECTING 2
 KW2824'INCHES, WAS RECOVERED IN GOOD CONDITION AS DESCRIBED, WITH THE
 KW2824'FOLLOWING ADDITIONS AND CORRECTIONS-
 KW2824'
 KW2824'THE ORIGINAL DESCRIPTION OF THE AZIMUTH SHOULD BE CHANGED TO READ
 KW2824'AZIMUTH MARK IS 8 FEET SOUTH OF CENTERLINE OF THE FARM ROAD LEADING
 KW2824'TO THE STATION.
 KW2824'
 KW2824'REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION AS
 KW2824'DESCRIBED.
 KW2824'
 KW2824'THE FARM ROAD REFERRED TO IN THE ORIGINAL DESCRIPTION IS NOW VERY
 KW2824'FAINT, OVERGROWN WITH SCRUB PINES.  THE ORCHARD, BURNED,
 KW2824'ORIGINALLY REFERRED TO HAS GROWN UP IN SMALL PINES, IS NOW MORE
 KW2824'CORRECTLY REFERRED TO AS A PINE FOREST.
 KW2824'
 KW2824'THE STATION IS 87 FEET E OF CORNER OF PINE WOODS, 59.4 FEET SE EDGE
 KW2824'OF WOODS, 72 FEET NE EDGE OF WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1887 ***********************************************************************
 MB1887  DESIGNATION -  FIDDLERS
 MB1887  PID         -  MB1887
 MB1887  STATE/COUNTY-  PA/MERCER
 MB1887  USGS QUAD   -  SANDY LAKE (1970)
 MB1887
 MB1887                         *CURRENT SURVEY CONTROL
 MB1887  ___________________________________________________________________
 MB1887* NAD 83(1992)-  41 19 17.88568(N)    080 07 04.78107(W)     ADJUSTED  
 MB1887* NAVD 88     -       435.     (meters)    1427.     (feet)  SCALED    
 MB1887  ___________________________________________________________________
 MB1887  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 MB1887  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 MB1887
 MB1887  HORZ ORDER  -  SECOND
 MB1887
 MB1887.The horizontal coordinates were established by classical geodetic methods
 MB1887.and adjusted by the National Geodetic Survey in June 2002..
 MB1887
 MB1887.The orthometric height was scaled from a topographic map.
 MB1887
 MB1887.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1887
 MB1887.The geoid height was determined by GEOID03.
 MB1887
 MB1887;                    North         East     Units Scale Factor Converg.
 MB1887;SPC PA N     -   130,973.462   401,772.950   MT  0.99995823   -1 33 59.5
 MB1887;SPC PA N     -   429,702.10  1,318,150.09   sFT  0.99995823   -1 33 59.5
 MB1887;UTM  17      - 4,574,837.753   573,816.609   MT  0.99966706   +0 34 56.6
 MB1887
 MB1887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1887!SPC PA N     -   0.99993705  x   0.99995823  =   0.99989528
 MB1887!UTM  17      -   0.99993705  x   0.99966706  =   0.99960413
 MB1887
 MB1887|---------------------------------------------------------------------|
 MB1887| PID    Reference Object                     Distance      Geod. Az  |
 MB1887|                                                           dddmmss.s |
 MB1887| CX4492 FIDDLERS RM 1                        55.861 METERS 03801     |
 MB1887| CX4490 FIDDLERS AZ MK                                     0481342.6 |
 MB1887| CX4491 FIDDLERS AZ MK RESET                               0490055.0 |
 MB1887| CX4493 FIDDLERS RM 2                        51.636 METERS 33834     |
 MB1887|---------------------------------------------------------------------|
 MB1887
 MB1887                          SUPERSEDED SURVEY CONTROL
 MB1887
 MB1887  NAD 83(1995)-  41 19 17.88779(N)    080 07 04.78290(W) AD(       ) 2
 MB1887  NAD 83(1986)-  41 19 17.89037(N)    080 07 04.78494(W) AD(       ) 2
 MB1887  NAD 27      -  41 19 17.68500(N)    080 07 05.56500(W) AD(       ) 2
 MB1887
 MB1887.Superseded values are not recommended for survey control.
 MB1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1887.See file dsdata.txt to determine how the superseded data were derived.
 MB1887
 MB1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF7381774838(NAD 83)
 MB1887_MARKER: Z = SEE DESCRIPTION
 MB1887_SETTING: 0 = UNSPECIFIED SETTING
 MB1887
 MB1887  HISTORY     - Date     Condition        Report By
 MB1887  HISTORY     - 1937     MONUMENTED       PAGS
 MB1887  HISTORY     - 1939     SEE DESCRIPTION  PAGS
 MB1887  HISTORY     - 1959     SEE DESCRIPTION  CGS
 MB1887
 MB1887                          STATION DESCRIPTION
 MB1887
 MB1887'DESCRIBED BY PENNSYLVANIA GEODETIC SURVEY 1937
 MB1887'LOCATED 1.0 MILE SW OF STONEBORO.  STATION IS ON LEFT IN FIELD ON
 MB1887'COUNTY PROPERTY, 116 FEET E OF CENTER LINE OF U.S.  ROUTE 62.
 MB1887'
 MB1887'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE PA.
 MB1887'COORDINATE SYSTEM STANDARD BRONZE DISKS SET IN 1.0- BY 1.0- FOOT
 MB1887'SQUARE CONCRETE POSTS.  SURFACE MARK PROJECTS 6 INCHES.
 MB1887'
 MB1887'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, AND IS NE ALONG ROAD AT FOOT
 MB1887'OF POLE.
 MB1887'
 MB1887'REFERENCE MARK NO. 2 PROJECTS 3 INCHES, AND IS ACROSS ROAD NW OF
 MB1887'STATION.
 MB1887'
 MB1887'AZIMUTH MARK PROJECTS 6 INCHES, AND IS TOWARD STONESBORO 0.4 MILE ON
 MB1887'RIGHT SIDE OF ROAD ABOUT 30 FEET FROM EDGE OF PAVEMENT, AND IS
 MB1887'IN FENCE LINE S OF KIMES HOME NEAR GARAGE.
 MB1887'
 MB1887'HEIGHT OF LIGHT ABOVE STATION MARK - 30.4 METERS.
 MB1887'
 MB1887'PLANE COORDINATES (N)- X EQUALS 1,349,572.09 FEET, Y EQUALS
 MB1887'429,676.81 FEET.
 MB1887
 MB1887                          STATION RECOVERY (1939)
 MB1887
 MB1887'RECOVERY NOTE BY PENNSYLVANIA GEODETIC SURVEY 1939
 MB1887'ORIGINAL DESCRIPTION SHOULD BE CHANGED TO READ AS FOLLOWS-
 MB1887'
 MB1887'STATION IS LOCATED IN FIELD BELONGING TO MERCER COUNTY ON HIGH OPEN
 MB1887'GROUND SE OF U.S. ROUTE 62, AND 116 FEET SE OF CENTER LINE OF
 MB1887'ROAD.
 MB1887'
 MB1887'STATION IS BEST REACHED FROM JUNCTION OF U.S. ROUTE 62 AND STATE
 MB1887'ROUTE 307 (LEGISLATIVE 43056) BY GOING SW ON U.S. ROUTE 62 FOR 1
 MB1887'MILE.
 MB1887
 MB1887                          STATION RECOVERY (1959)
 MB1887
 MB1887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCC)
 MB1887'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND TO
 MB1887'BE IN GOOD CONDITION.  THE AZIMUTH MARK COULD NOT BE LOCATED.  A
 MB1887'NEW AZIMUTH MARK WAS SET FOR THE STATION.
 MB1887'
 MB1887'AZIMUTH MARK IS REACHED FROM THE STATION BY GOING NORTHEAST ON U.S.
 MB1887'HIGHWAY 62 FOR 0.22 MILE TO THE AZIMUTH MARK ON THE RIGHT SIDE OF
 MB1887'THE HIGHWAY.
 MB1887'
 MB1887'A SHORTER MEASUREMENT OF 0.72 FEET WAS NOTED IN THE MEASUREMENT TO
 MB1887'REFERENCE MARK NUMBER 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2372 ***********************************************************************
 MA2372  DESIGNATION -  FIELD
 MA2372  PID         -  MA2372
 MA2372  STATE/COUNTY-  PA/WARREN
 MA2372  USGS QUAD   -  LUDLOW (1981)
 MA2372
 MA2372                         *CURRENT SURVEY CONTROL
 MA2372  ___________________________________________________________________
 MA2372* NAD 83(1992)-  41 41 40.22026(N)    078 59 33.73523(W)     ADJUSTED  
 MA2372* NAVD 88     -       620.0    (meters)    2034.     (feet)  VERTCON   
 MA2372  ___________________________________________________________________
 MA2372  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 MA2372  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 MA2372
 MA2372  HORZ ORDER  -  FIRST
 MA2372
 MA2372.The horizontal coordinates were established by classical geodetic methods
 MA2372.and adjusted by the National Geodetic Survey in June 2002..
 MA2372
 MA2372.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2372
 MA2372.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2372
 MA2372.The geoid height was determined by GEOID03.
 MA2372
 MA2372;                    North         East     Units Scale Factor Converg.
 MA2372;SPC PA N     -   170,416.317   496,556.831   MT  0.99996851   -0 49 19.6
 MA2372;SPC PA N     -   559,107.53  1,629,120.20   sFT  0.99996851   -0 49 19.6
 MA2372;UTM  17      - 4,617,805.096   667,036.212   MT  0.99994335   +1 20 07.7
 MA2372
 MA2372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2372!SPC PA N     -   0.99990783  x   0.99996851  =   0.99987634
 MA2372!UTM  17      -   0.99990783  x   0.99994335  =   0.99985118
 MA2372
 MA2372|---------------------------------------------------------------------|
 MA2372| PID    Reference Object                     Distance      Geod. Az  |
 MA2372|                                                           dddmmss.s |
 MA2372| CJ9777 FIELD RM 1                           11.907 METERS 01822     |
 MA2372| MA2346 KANE STANDPIPE                      APPROX.16.8 KM 1031544.5 |
 MA2372| CJ9776 FIELD AZ MK                                        1055218.1 |
 MA2372| CJ9778 FIELD RM 2                            9.047 METERS 15748     |
 MA2372| MA2368 SHEFFIELD FIRE TOWER                  9.394 METERS 16318     |
 MA2372| MA2369 SHEFFIELD USGS 1938                   8.316 METERS 16340     |
 MA2372| MA1845 CLARENDON                           APPROX.17.2 KM 3054208.9 |
 MA2372| MA1844 WARREN RAD STA WNAE MAST            APPROX.19.7 KM 3122747.6 |
 MA2372|---------------------------------------------------------------------|
 MA2372
 MA2372                          SUPERSEDED SURVEY CONTROL
 MA2372
 MA2372  NAD 83(1996)-  41 41 40.22111(N)    078 59 33.73515(W) AD(       ) 1
 MA2372  NAD 83(1986)-  41 41 40.22197(N)    078 59 33.73452(W) AD(       ) 1
 MA2372  NAD 27      -  41 41 40.00174(N)    078 59 34.59858(W) AD(       ) 1
 MA2372  NGVD 29 (07/19/86)  620.1    (m)         2034.     (f) VERT ANG       
 MA2372
 MA2372.Superseded values are not recommended for survey control.
 MA2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2372.See file dsdata.txt to determine how the superseded data were derived.
 MA2372
 MA2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG6703617805(NAD 83)
 MA2372_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2372_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MA2372+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2006
 MA2372
 MA2372  HISTORY     - Date     Condition        Report By
 MA2372  HISTORY     - 1938     MONUMENTED       CGS
 MA2372  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MA2372  HISTORY     - 20020720 GOOD             INDIV
 MA2372  HISTORY     - 20060505 GOOD             USPSQD
 MA2372
 MA2372                          STATION DESCRIPTION
 MA2372
 MA2372'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 MA2372'STATION IS ON LAND OWNED BY STATE FORESTRY COMMISSION AT SHEFFIELD
 MA2372'FIRE TOWER, ABOUT 5 MILES BY ROAD SE OF SHEFFIELD AND 4.5 MILES BY
 MA2372'ROAD SW OF LUDLOW.
 MA2372'
 MA2372'MARKS ARE STANDARD BRONZE DISKS. SURFACE, UNDERGROUND, AND AZIMUTH
 MA2372'MARKS ARE IN CONCRETE. REFERENCE MARK NO. 1 IS IN OUTCROPPING
 MA2372'BEDROCK. REFERENCE MARK NO. 2 IS IN CONCRETE. THEY ARE DESCRIBED AS
 MA2372'IN NOTES 1A, 7A, 11A, AND 11C, RESPECTIVELY.
 MA2372'
 MA2372'REFERENCE MARK NO. 1 IS IN OUTCROPPING BEDROCK AND STAMPED FIELD RM
 MA2372'NO 1 1938.  REFERENCE MARK NO. 2 IS IN CONCRETE BASE OF STEPS IN
 MA2372'FIRE TOWER AND IS STAMPED FIELD RM NO 2 1938.
 MA2372'
 MA2372'AZIMUTH MARK IS APPROXIMATELY 222 FEET E OF FIRE TOWER, 237 FEET ESE
 MA2372'OF STATION, 5 FEET S OF ROAD. MARK IS IN A 12- BY 12-INCH CONCRETE
 MA2372'BLOCK PROJECTING 4 INCHES ABOVE GROUND AND IS STAMPED FIELD 1938.
 MA2372'
 MA2372'U.S.G.S. MARK IS IN OUTCROPPING BEDROCK APPROXIMATELY IN CENTER OF
 MA2372'FIRE TOWER, 19.320 METERS S OF REFERENCE MARK NO. 1 AND 1.152
 MA2372'METERS E OF REFERENCE MARK NO. 2.
 MA2372'
 MA2372'FIRE TOWER (CENTER) IS 9.380 METERS S OF STATION.
 MA2372'
 MA2372'TO REACH FROM DRUG STORE IN LUDLOW, GO S FROM DRUG STORE ON
 MA2372'HARD-SURFACE ROAD 0.1 MILE. TURN R 0.2 MILE PAST TANNERY, TURN L,
 MA2372'CROSS RR 0.1 MILE TO FORK, TAKE L FORK 0.7 MILE TO DIRT ROAD R, TURN
 MA2372'R AND GO 2.3 MILES TO Y, BEAR R 0.1K MILE TO Y AND SIGN FIRE
 MA2372'TOWER ON R, GO R 0.5 MILE TO FIRE TOWER AND STATION.
 MA2372'
 MA2372'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 MA2372
 MA2372                          STATION RECOVERY (1967)
 MA2372
 MA2372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 MA2372'THE STATION MARK, REFERENCE MARKS 1 AND 2, SHEFFIELD (USGS) 1938 AND
 MA2372'THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  A DIFFERENCE OF 7
 MA2372'MILLIMETERS (HIGHER) WAS FOUND IN THE DISTANCE TO REFERENCE MARK 1
 MA2372'AND THE DIRECTION WAS FOUND TO BE 2 MINUTES AND 32 SECONDS
 MA2372'(HIGHER).  THE DISTANCE TO REFERENCE MARK 2 CHECKED, BUT A DIFFERENCE
 MA2372'OF 5 MINUTES (LOWER) WAS FOUND IN THE DIRECTION.  THE DIRECTION
 MA2372'TO THE AZIMUTH MARK WAS FOUND TO BE 25 SECONDS (LOWER).  A DIFFERENCE
 MA2372'OF 20 MILLIMETERS (LONGER) WAS FOUND IN THE DISTANCE TO SHEFFIELD
 MA2372'(USGS) 1938 AND THE DIRECTION WAS FOUND TO BE 3 MINUTES AND 05
 MA2372'SECONDS (LOWER).  FOLLOWING IS A NEW DESCRIPTION.
 MA2372'
 MA2372'THE STATION IS LOCATED IN THE ALLEGHENY NATIONAL FOREST, AT THE SITE
 MA2372'OF THE SHEFFIELD LOOKOUT TOWER, ABOUT 10-1/2 MILES WEST-NORTHWEST OF
 MA2372'KANE, 3-3/4 MILES SOUTHWEST OF LUDLOW AND 2 MILES EAST-SOUTHEAST OF
 MA2372'SHEFFIELD.
 MA2372'
 MA2372'TO REACH THE STATION FROM THE POST OFFICE IN LUDLOW, GO NORTHWEST ON
 MA2372'U.S. HIGHWAY 6 FOR 0.2 MILE TO A FORK.  BEAR LEFT, GO SOUTH AND WEST
 MA2372'ON WATER STREET FOR 0.2 MILE TO A SIDE ROAD LEFT AT SIGN WHICH READS
 MA2372'TIONESTA SCENIC AREA 7.  TURN LEFT AND GO IN A SOUTHERLY
 MA2372'DIRECTION ON SCENIC ROAD (FOREST SERVICE ROAD 133) FOR 1.0 MILE TO A
 MA2372'T-ROAD.  TURN RIGHT AND GO IN A WESTERLY DIRECTION ON FOREST
 MA2372'SERVICE ROAD 258 FOR 0.4 MILE TO A SIDE ROAD RIGHT.  CONTINUE AHEAD
 MA2372'ON FOREST SERVICE ROAD 258 IN A WESTERLY DIRECTION FOR 2.4 MILES TO
 MA2372'A SIDE ROAD RIGHT.  TURN RIGHT AND GO IN A NORTHERLY
 MA2372'DIRECTION ON A GRAVELED ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 MA2372'RIGHT.  CONTINUE AHEAD NORTHWEST ON THE GRAVELED ROAD FOR 0.1 MILE
 MA2372'TO THE LOOKOUT TOWER AND THE STATION ON THE LEFT.
 MA2372'
 MA2372'THE STATION MARK IS A STANDARD DISK STAMPED FIELD 1938, SET IN THE
 MA2372'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4
 MA2372'INCHES ABOVE THE GROUND.  IT IS 29 FEET NORTHEAST OF THE NORTHWEST
 MA2372'LEG OF THE LOOKOUT TOWER, 20.5 FEET NORTH-NORTHWEST OF THE
 MA2372'NORTHEAST LEG OF THE LOOKOUT TOWER AND 5.6 FEET SOUTHEAST OF A METAL
 MA2372'WITNESS POST.  (NOTE 1A 7A)
 MA2372'
 MA2372'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FIELD NO 1 1938, CEMENTED
 MA2372'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE
 MA2372'GROUND.  IT IS 56 FEET NORTH OF THE NORTHEAST LEG OF THE LOOKOUT
 MA2372'TOWER AND 38.5 FEET NORTHEAST OF THE METAL WITNESS POST.  (NOTE 12A)
 MA2372'
 MA2372'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FIELD NO 2 1938, CEMENTED
 MA2372'IN A DRILL HOLE IN THE BOTTOM STEP OF THE LOOKOUT TOWER AND
 MA2372'PROJECTS 6 INCHES ABOVE THE GROUND.
 MA2372'
 MA2372'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FIELD 1938, SET IN THE
 MA2372'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 MA2372'INCHES ABOVE THE GROUND.  IT IS 30 FEET NORTH OF THE CENTER OF A
 MA2372'TRACK ROAD AND 17 FEET SOUTH SOUTHWEST OF THE CENTER OF A TRACK
 MA2372'ROAD.
 MA2372'
 MA2372'SHEFFIELD (USGS) 1938 IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 MA2372'(NO STAMPING) CEMENTED IN A DRILL HOLE IN OUTCROPPING
 MA2372'BEDROCK NEAR THE APPROXIMATE CENTER OF THE LOOKOUT TOWER AND PROJECTS
 MA2372'12 INCHES ABOVE THE GROUND.
 MA2372'
 MA2372'HEIGHT OF LIGHT ABOVE STATION MARK - 99.6 FEET.
 MA2372
 MA2372                          STATION RECOVERY (2002)
 MA2372
 MA2372'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SB)
 MA2372'STATION MARK AND RM1 RECOVERED IN GOOD CONDITION.  RM2 WAS NOT
 MA2372'RECOVERED AND CAN BE PRESUMED TO BE DESTROYED.  ONLY THE BASE CEMENT
 MA2372'LEG SUPPORTS OF THE FIRETOWER REMAIN.
 MA2372
 MA2372                          STATION RECOVERY (2006)
 MA2372
 MA2372'RECOVERY NOTE BY US POWER SQUADRON 2006 (SFG)
 MA2372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1256 ***********************************************************************
 JW1256  DESIGNATION -  FIKE
 JW1256  PID         -  JW1256
 JW1256  STATE/COUNTY-  PA/FAYETTE
 JW1256  USGS QUAD   -  FRIENDSVILLE (1993)
 JW1256
 JW1256                         *CURRENT SURVEY CONTROL
 JW1256  ___________________________________________________________________
 JW1256* NAD 83(1992)-  39 44 43.91342(N)    079 29 22.99471(W)     ADJUSTED  
 JW1256* NAVD 88     -       759.2    (meters)    2491.     (feet)  VERTCON   
 JW1256  ___________________________________________________________________
 JW1256  X           -     895,894.327 (meters)                     COMP
 JW1256  Y           -  -4,828,978.085 (meters)                     COMP
 JW1256  Z           -   4,056,766.461 (meters)                     COMP
 JW1256  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 JW1256  ELLIP HEIGHT-         727.45  (meters)          (06/21/02) GPS OBS
 JW1256  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 JW1256
 JW1256  HORZ ORDER  -  FIRST
 JW1256  VERT ORDER  -  THIRD ? (See Below)
 JW1256  ELLP ORDER  -  FOURTH    CLASS I
 JW1256
 JW1256.The horizontal coordinates were established by classical geodetic methods
 JW1256.and adjusted by the National Geodetic Survey in June 2002..
 JW1256
 JW1256.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1256.The vertical order pertains to the NGVD 29 superseded value.
 JW1256
 JW1256.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JW1256
 JW1256.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1256
 JW1256.The ellipsoidal height was determined by GPS observations
 JW1256.and is referenced to NAD 83.
 JW1256
 JW1256.The geoid height was determined by GEOID03.
 JW1256
 JW1256;                    North         East     Units Scale Factor Converg.
 JW1256;SPC PA S     -    47,237.354   450,893.019   MT  1.00003467   -1 07 43.4
 JW1256;SPC PA S     -   154,977.89  1,479,304.85   sFT  1.00003467   -1 07 43.4
 JW1256;UTM  17      - 4,400,604.869   629,397.014   MT  0.99980614   +0 57 56.8
 JW1256
 JW1256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1256!SPC PA S     -   0.99988589  x   1.00003467  =   0.99992055
 JW1256!UTM  17      -   0.99988589  x   0.99980614  =   0.99969205
 JW1256
 JW1256|---------------------------------------------------------------------|
 JW1256| PID    Reference Object                     Distance      Geod. Az  |
 JW1256|                                                           dddmmss.s |
 JW1256| CX4497 FIKE RM 2                            55.184 METERS 01443     |
 JW1256| CX4495 FIKE AZ MK                                         0393142.4 |
 JW1256| CX4498 FIKE RM 3                            49.475 METERS 10442     |
 JW1256| JW1255 ELDER HILL LOT                      APPROX.17.5 KM 1523358.8 |
 JW1256| CX4499 FIKE RM 4                            55.410 METERS 19223     |
 JW1256| JW1348 MORGANTOWN WWVU TV MAST             APPROX.24.0 KM 2564724.1 |
 JW1256| CX4496 FIKE RM 1                            41.526 METERS 29544     |
 JW1256| JW1343 SUMMIT MTN RAD MAST                 APPROX.18.7 KM 3102804.0 |
 JW1256|---------------------------------------------------------------------|
 JW1256
 JW1256                          SUPERSEDED SURVEY CONTROL
 JW1256
 JW1256  NAD 83(1995)-  39 44 43.91346(N)    079 29 22.99483(W) AD(       ) 1
 JW1256  NAD 83(1991)-  39 44 43.91623(N)    079 29 23.00228(W) AD(       ) 1
 JW1256  ELLIP H (01/27/92)  727.25   (m)                       GP(       ) 4 1
 JW1256  NAD 83(1986)-  39 44 43.92094(N)    079 29 23.00203(W) AD(       ) 1
 JW1256  NAD 27      -  39 44 43.64560(N)    079 29 23.85840(W) AD(       ) 1
 JW1256  NGVD 29 (07/19/86)  759.3    (m)         2491.     (f) LEVELING    3  
 JW1256
 JW1256.Superseded values are not recommended for survey control.
 JW1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1256.See file dsdata.txt to determine how the superseded data were derived.
 JW1256
 JW1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE2939700605(NAD 83)
 JW1256_MARKER: DB = BENCH MARK DISK
 JW1256_SETTING: 80 = SET IN A BOULDER
 JW1256_SP_SET: IN DRILL HOLE IN A BOULDER
 JW1256_STAMPING: FIKE 1945
 JW1256_MARK LOGO: USGS  
 JW1256_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1256+STABILITY: SURFACE MOTION
 JW1256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1256+SATELLITE: SATELLITE OBSERVATIONS - September 17, 1988
 JW1256
 JW1256  HISTORY     - Date     Condition        Report By
 JW1256  HISTORY     - 1945     MONUMENTED       USGS
 JW1256  HISTORY     - 1968     GOOD             USGS
 JW1256  HISTORY     - 1975     GOOD             NGS
 JW1256  HISTORY     - 1987     GOOD             NGS
 JW1256  HISTORY     - 19880917 GOOD             NGS
 JW1256
 JW1256                          STATION DESCRIPTION
 JW1256
 JW1256'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (WOK)
 JW1256'THE STATION MARK IS LOCATED ON AN OPEN TOP OF A DIVISION RIDGE KNOWN
 JW1256'AS DIVISION RIDGE, 9 MILES SOUTHWEST OF CONFLUENCE, 6 MILES
 JW1256'SOUTHEAST OF FARMINGTON, 2.2 MILES WEST-NORTHWEST OF MARKLEYSBURG,
 JW1256'1.8 MILES NORTH-NORTHWEST OF TRI-STATE CORNER OF PENNSYLVANIA,
 JW1256'MARYLAND AND WEST VIRGINIA AND 1.8 MILES SOUTH OF U.S. HIGHWAY
 JW1256'40.
 JW1256'
 JW1256'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 381 AND U.S. HIGHWAY 40
 JW1256'IN FARMINGTON GO EAST ON U.S. HIGHWAY 40 FOR 5.45 MILES TO A ROAD
 JW1256'RIGHT AT A CEMENT BLOCK PLANT ON THE RIGHT (THIS POINT IS 2.25
 JW1256'MILES WEST OF THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 281
 JW1256'SOUTH).  TURN RIGHT AND GO SOUTH FOR 1.2 MILES TO A ROAD
 JW1256'FORK.  TAKE LEFT FORK WHICH IS THE MAIN TRAVELED ROAD AND GO 0.25
 JW1256'MILE TO THE UNION CHAPEL CHURCH ON THE RIGHT AND THE AZIMUTH
 JW1256'MARK ON THE LEFT ABOUT 200 FEET EAST ON A FIELD ROAD.  CONTINUE
 JW1256'SOUTH ON MAIN TRAVELED ROAD FOR 0.25 MILE TO A HOUSE TRAILER ON THE
 JW1256'RIGHT JUST PAST A WHITE HOUSE.  TURN RIGHT AT EDGE OF WOODED AREA
 JW1256'JUST SOUTH OF THE HOUSE TRAILER AND A POWER POLE AND GO WEST AT
 JW1256'SOUTH EDGE OF LAWN (DO NOT DRIVE ON LAWN) FOR ABOUT 0.05 MILE
 JW1256'BEARING LEFT UPHILL ON TRACK ROAD AND GO SOUTHERLY FOR ABOUT 0.05
 JW1256'MILE TO SUMMIT AND THE STATION IN CULTIVATED FIELD.
 JW1256'
 JW1256'TO REACH THE AZIMUTH MARK FROM THE UNION CHAPEL CHURCH ON THE RIGHT
 JW1256'AND A FIELD ROAD ON THE LEFT MENTIONED ABOVE, GO EAST ON FIELD ROAD
 JW1256'FOR APPROXIMATELY 200 FEET TO AZIMUTH MARK ON RIGHT AND AN OLD SHED
 JW1256'ON THE LEFT.
 JW1256'
 JW1256'THE STATION MARK IS A USGS DISK STAMPED FIKE 1945, SET IN THE TOP OF
 JW1256'A ROCK AND BURIED SO THAT THE TOP IS ABOUT 18 INCHES BELOW THE
 JW1256'SURFACE OF THE GROUND.  IT IS LOCATED NEAR THE CENTER OF AN OPEN
 JW1256'FIELD.
 JW1256'
 JW1256'REFERENCE MARK 1 IS A USGS DISK STAMPED RM 1 1945, SET IN A
 JW1256'3 INCH X 3 INCH FLAT ROCK FLUSH WITH THE GROUND.  IT IS AT THE
 JW1256'NORTHWEST EDGE OF A CLEARING ABOUT 12 FEET EAST OF EVIDENCE OF AN
 JW1256'OLD FENCE LINE, 134 FEET NORTHWEST OF THE STATION MARK.
 JW1256'
 JW1256'REFERENCE MARK 2 IS A USGS DISK STAMPED RM 2 1945, SET IN A LARGE
 JW1256'FLAT ROCK FLUSH WITH THE GROUND.  IT IS 181 FEET NORTHEAST OF THE
 JW1256'STATION MARK AND 18 FEET NORTHEAST OF WEST EDGE OF FIELD.
 JW1256'
 JW1256'REFERENCE MARK 3 IS A USGS DISK STAMPED RM 3 1945, SET IN A LARGE
 JW1256'FLAT ROCK AT LOWER EDGE OF FIELD.  IT IS 1.0 FOOT NORTH ON THE SOUTH
 JW1256'WOODS LINE AND 162 FEET SOUTHEAST OF THE STATION MARK.
 JW1256'
 JW1256'THE AZIMUTH MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK STAMPED
 JW1256'FIKE AZ MK 1968 ARMY MAP SERVICE AND IS SET IN A SQUARE CONCRETE
 JW1256'MONUMENT.  IT PROJECTS 0.1 FOOT ABOVE THE GROUND.  IT IS 1.8 FEET
 JW1256'SOUTH OF A POWER POLE, 13 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 JW1256'AND 3 FEET SOUTHEAST OF A METAL WITNESS POST.
 JW1256'
 JW1256'THE AMS ASTRO MARK IS A CORPS OF ENGINEERS, U.S. ARMY DISK STAMPED
 JW1256'FIKE ASTRO ECC 1968 ARMY MAP SERVICE AND IS SET IN CONCRETE
 JW1256'ATTACHED TO BEDROCK AND IS 0.5 FOOT BELOW THE SURFACE OF THE
 JW1256'GROUND.  IT IS 24 FEET SOUTHEAST OF WEST CORNER OF CLEARING.
 JW1256'
 JW1256'NOTE--ALL DISTANCES TO REFERENCE MARKS AND ASTRO POINT WERE OBTAINED
 JW1256'BY SUBTENSE USING WILD 2 METER, INVAR, SUBTENSE BAR AND CHECKED BY
 JW1256'STADIA.
 JW1256'
 JW1256'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JW1256
 JW1256                          STATION RECOVERY (1975)
 JW1256
 JW1256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 JW1256'THE STATION MARK, REFERENCE MARKS 1, 2, 3, ASTRO POINT AND THE
 JW1256'AZIMUTH MARK WERE RECOVERED.  THE DIRECTIONS TO ALL MARKS
 JW1256'CHECKED PREVIOUS DATA WITH THE EXCEPTION OF REFERENCE MARK 1
 JW1256'WHICH DIFFERED BY 17 MINUTES, 33 SECONDS.  THE DISTANCES TO
 JW1256'REFERENCE MARKS 1, 2, 3, AND THE ASTRO POINT DIFFERED FROM
 JW1256'PREVIOUS DATA. ALL DISTANCES WERE LONGER, REFERENCE MARK 1 BY
 JW1256'1.9 FOOT OR 0.582 METER, REFERENCE MARK 2 BY 0.18 FOOT OR 0.054
 JW1256'METER, REFERENCE MARK 3 BY 0.24 FOOT OR 0.073 METER, THE ASTRO
 JW1256'POINT BY 0.16 FOOT OR 0.049 METER.  A REFERENCE MARK 4 WHICH
 JW1256'HAD BEEN ESTABLISHED BY THE U.S. GEOLOGICAL SURVEY WAS
 JW1256'FOUND, HOWEVER THERE WAS NO PREVIOUS DATA AVAILABLE FOR THIS
 JW1256'MARK.  FOLLOWING IS A NEW DESCRIPTION.
 JW1256'
 JW1256'THE STATION IS ABOUT 9-1/2 MILES SOUTHWEST OF CONFLUENCE, 6
 JW1256'MILES SOUTHEAST OF FARMINGTON, 2 MILES WEST-NORTHWEST OF
 JW1256'MARKLEYSBURG, 1-3/4 MILES NORTH-NORTHWEST OF THE TRI-STATE CORNER
 JW1256'OF PENNSYLVANIA, MARYLAND AND WEST VIRGINIA, IN A CLEARED AREA ON
 JW1256'TOP OF A SMALL KNOLL AND ON PROPERTY OWNED BY WALTER HESS,
 JW1256'TELEPHONE NUMBER 412-329-4712.
 JW1256'
 JW1256'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND
 JW1256'STATE HIGHWAY 381 IN FARMINGTON, GO EAST ON HIGHWAY 40 FOR 5.2
 JW1256'MILES TO A SIDE ROAD RIGHT AT A CEMENT BLOCK PLANT.  TURN RIGHT
 JW1256'AND GO SOUTH ON A PAVED ROAD FOR 1.45 MILES TO THE UNION CHAPEL
 JW1256'CHURCH ON THE RIGHT AND A FIELD ROAD ON THE LEFT.  (TO REACH THE
 JW1256'AZIMUTH MARK FROM THIS POINT, TURN LEFT AND GO EAST ON THE FIELD
 JW1256'ROAD FOR 0.05 MILE TO THE MARK ON THE RIGHT.) CONTINUE SOUTH
 JW1256'ON HE PAVED ROAD FOR 0.3 MILE TO A SIDE ROAD RIGHT, JUST PAST A
 JW1256'HOUSE.  TURN RIGHT AND GO NORTHWEST ON A TRACK ROAD FOR 0.1
 JW1256'MILE TO THE NORTHWEST CORNER OF AN OPEN FIELD.  TURN LEFT AND
 JW1256'GO SOUTH ACROSS OPEN FIELD FOR ABOUT 150 FEET TO THE CENTER OF
 JW1256'THE OPEN FIELD AND THE STATION.
 JW1256'
 JW1256'STATION MARK IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY,
 JW1256'STAMPED---FIKE 1945---, CEMENTED IN A DRILL HOLE IN A BURIED
 JW1256'BOULDER, THAT IS 18 INCHES BELOW THE GROUND SURFACE.  THERE
 JW1256'WERE NO LOCAL OBJECTS TO MEASURE TO.
 JW1256'
 JW1256'REFERENCE MARK 1 IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY,
 JW1256'STAMPED---RM 1 1945 2492 FT---, CEMENTED IN A DRILL HOLE IN A 2 X 2
 JW1256'FOOT BOULDER, THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS
 JW1256'155.0 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE OPEN FIELD.
 JW1256'THE MARK IS SET IN THE WEST EDGE OF THE OPEN FIELD AND ABOUT 2
 JW1256'FEET HIGHER THAN THE STATION.
 JW1256'
 JW1256'REFERENCE MARK 2 IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY,
 JW1256'STAMPED---RM 2 1945 2491 FT---, CEMENTED IN A DRILL HOLE IN ROCK
 JW1256'OUTCROP, THAT IS FLUSH.  IT IS 115.0 FEET EAST OF THE CENTER OF
 JW1256'A TRACK ROAD, 14.3 FEET SOUTHWEST OF AN 8-INCH OAK TREE, 14.0
 JW1256'FEET NORTH OF A 10-INCH OAK TREE, 10.8 FEET SOUTH OF AN 8-INCH
 JW1256'OAK TREE AND ABOUT THE SAME ELEVATION AS THE STATION.
 JW1256'
 JW1256'REFERENCE MARK 3 IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY,
 JW1256'STAMPED---RM 3 1945 2486 FT---, CEMENTED IN A DRILL HOLE IN ROCK
 JW1256'OUTCROP, THAT IS FLUSH.  IT IS 8.2 FEET WEST OF AN 8-INCH OAK
 JW1256'TREE, 5.1 FEET NORTH OF THE CENTER OF A 3 X 3 FOOT BOULDER, THAT
 JW1256'PROJECTS 1 FOOT ABOVE THE GROUND AND ABOUT 3 FEET LOWER THAN THE
 JW1256'STATION.
 JW1256'
 JW1256'REFERENCE MARK 4 IS A 1-INCH DRILL HOLE IN A 2 X 2 FOOT BOULDER,
 JW1256'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS IN THE SOUTHWEST
 JW1256'EDGE OF THE OPEN FIELD AND ABOUT 4 FEET LOWER THAN THE STATION.
 JW1256'
 JW1256'FIKE ASTRO ECC POINT IS A BRONZE DISK OF THE ARMY MAP SERVICE,
 JW1256'STAMPED---FIKE ASTRO ECC A.M.S. 1968---, SET IN THE TOP OF A 10-INCH
 JW1256'CYLINDRICAL CONCRETE MONUMENT, THAT IS 12 INCHES BELOW THE
 JW1256'GROUND SURFACE.  IT IS SET IN THE SOUTHWEST EDGE OF THE OPEN
 JW1256'FIELD AND ABOUT 5 FEET LOWER THAN THE STATION.
 JW1256'
 JW1256'AZIMUTH MARK IS A BRONZE DISK OF THE CORPS OF ENGINEERS,
 JW1256'STAMPED---FIKE AZ MK 1968---, SET IN THE TOP OF A 12-INCH SQUARE
 JW1256'CONCRETE MONUMENT, THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS
 JW1256'14.0 FEET SOUTHWEST OF THE CENTER OF A GRADED ROAD, 2.9 FEET SOUTH
 JW1256'OF A WITNESS POST AND 2.0 FEET SOUTHWEST OF A POWER LINE POLE.
 JW1256'
 JW1256'HEIGHT OF LIGHT ABOVE STATION MARK 22.7 METERS.
 JW1256'THE AZIMUTH MARK IS NO LONGER VISIBLE FROM THE GROUND.  THERE
 JW1256'WAS NO SUITABLE LOCATION FOR AN ADDITIONAL MARK, DUE TO HEAVY
 JW1256'TIMBER.
 JW1256
 JW1256                          STATION RECOVERY (1987)
 JW1256
 JW1256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 JW1256'THE STATION WAS RECOVERED AT THIS DATE.
 JW1256'OTHER MARKS NOT SEARCHED FOR.
 JW1256'
 JW1256'THE STATION IS LOCATED ABOUT 15.3 KM (9.5 MI)
 JW1256'SOUTHWEST OF CONFLUENCE,
 JW1256'9.7 KM (6.0 MI) SOUTHEAST OF FARMINGTON,
 JW1256'3.2 KM (2.0 MI) WEST-NORTHWEST OF MARKLEYSBURG,
 JW1256'2.8 KM (1.75 MI) NORTH-NORTHWEST OF THE TRI-STATE CORNER OF
 JW1256'PENNSYLVANIA, MARYLAND AND WEST VIRGINIA, IN THE CENTER OF A
 JW1256'CLEARED AREA ON TOP OF A SMALL KNOLL IN THE BACK YARD OF A HOUSE.
 JW1256'OWNERSHIP--WALTER HESS.  PHONE (412) 329-8403.
 JW1256'
 JW1256'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 40 AND STATE
 JW1256'HIGHWAY 381 IN FARMINGTON, GO EAST FOR 8.4 KM (5.2 MI) ON HIGHWAY
 JW1256'40 TO A SIDE ROAD ON THE RIGHT JUST BEFORE A CAR WASH, LAUNDRYMAT
 JW1256'AND AUTO PARTS STORE.  (THIS POINT IS 3.6 KM (2.25 MI) WEST OF THE
 JW1256'JUNCTION OF US HIGHWAY 40 AND STATE HIGHWAY 281 SOUTH).
 JW1256'TURN RIGHT AND GO SOUTH FOR 1.9 KM (1.2 MI) ON FLAT ROCK ROAD TO A
 JW1256'FORK.  BEAR LEFT, SOUTH, FOR 0.4 KM (0.25 MI) ON THE MAIN TRAVELED
 JW1256'ROAD TO THE UNION CHAPEL CHURCH ON THE RIGHT.
 JW1256'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.5 KM (0.3 MI) ON THE
 JW1256'ROAD TO A GRAVEL ROAD ON THE RIGHT LEADING UPHILL, JUST PAST A
 JW1256'WHITE HOUSE AND BEFORE A UTILITY POLE.
 JW1256'TURN RIGHT AND GO WEST FOR 0.2 KM (0.15 MI) ON THE GRAVEL ROAD
 JW1256'AROUND THE NORTH THEN WEST SIDE OF A HOUSE TO THE STATION IN THE
 JW1256'YARD JUST SOUTH OF THE CENTER OF THE HOUSE.
 JW1256'
 JW1256'THE STATION IS A STANDARD USGS DISK
 JW1256'STAMPED---FIKE 1945---,
 JW1256'SET INTO A DRILL HOLE IN THE TOP OF A SMALL BOULDER 40 CM BELOW THE
 JW1256'GROUND.  LOCATED
 JW1256'28.3 METERS (92.8 FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF THE
 JW1256'HOUSE,
 JW1256'27.6 METERS (90.5 FT) SOUTHWEST FROM THE SOUTHEAST CORNER OF THE
 JW1256'HOUSE, AND BENEATH A 10 CM SQUARE WOODEN POST.
 JW1256'
 JW1256'DESCRIBED BY C. L. SMITH, TYPED BY C. L. SMITH.
 JW1256
 JW1256                          STATION RECOVERY (1988)
 JW1256
 JW1256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 JW1256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1230 ***********************************************************************
 JW1230  DESIGNATION -  FILL
 JW1230  PID         -  JW1230
 JW1230  STATE/COUNTY-  PA/SOMERSET
 JW1230  USGS QUAD   -  MURDOCK (1981)
 JW1230
 JW1230                         *CURRENT SURVEY CONTROL
 JW1230  ___________________________________________________________________
 JW1230* NAD 83(1992)-  39 57 04.28285(N)    079 02 13.66911(W)     ADJUSTED  
 JW1230* NAVD 88     -       828.0    (meters)    2717.     (feet)  VERTCON   
 JW1230  ___________________________________________________________________
 JW1230  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 JW1230  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 JW1230
 JW1230  HORZ ORDER  -  SECOND
 JW1230
 JW1230.The horizontal coordinates were established by classical geodetic methods
 JW1230.and adjusted by the National Geodetic Survey in June 2002..
 JW1230
 JW1230.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1230
 JW1230.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1230
 JW1230.The geoid height was determined by GEOID03.
 JW1230
 JW1230;                    North         East     Units Scale Factor Converg.
 JW1230;SPC PA S     -    69,405.075   490,012.955   MT  0.99999726   -0 50 06.3
 JW1230;SPC PA S     -   227,706.48  1,607,650.84   sFT  0.99999726   -0 50 06.3
 JW1230;UTM  17      - 4,424,184.477   667,675.025   MT  0.99994612   +1 15 38.6
 JW1230
 JW1230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1230!SPC PA S     -   0.99987509  x   0.99999726  =   0.99987235
 JW1230!UTM  17      -   0.99987509  x   0.99994612  =   0.99982122
 JW1230
 JW1230:                Primary Azimuth Mark                     Grid Az
 JW1230:SPC PA S     -  FILL AZ MK                               007 36 39.3
 JW1230:UTM  17      -  FILL AZ MK                               005 30 54.4
 JW1230
 JW1230|---------------------------------------------------------------------|
 JW1230| PID    Reference Object                     Distance      Geod. Az  |
 JW1230|                                                           dddmmss.s |
 JW1230| CX4500 FILL AZ MK                                         0064633.0 |
 JW1230| CX4501 FILL RM 1                             8.353 METERS 05149     |
 JW1230| CX4502 FILL RM 2                             7.293 METERS 25342     |
 JW1230| KX2001 JENNERSTOWN ATT RELAY TOWER         APPROX.26.7 KM 3425401.9 |
 JW1230|---------------------------------------------------------------------|
 JW1230
 JW1230                          SUPERSEDED SURVEY CONTROL
 JW1230
 JW1230  NAD 83(1995)-  39 57 04.28505(N)    079 02 13.66904(W) AD(       ) 2
 JW1230  NAD 83(1991)-  39 57 04.28727(N)    079 02 13.67119(W) AD(       ) 2
 JW1230  NAD 83(1986)-  39 57 04.28825(N)    079 02 13.67153(W) AD(       ) 2
 JW1230  NAD 27      -  39 57 04.00535(N)    079 02 14.57467(W) AD(       ) 2
 JW1230  NGVD 29 (07/19/86)  828.1    (m)         2717.     (f) VERT ANG       
 JW1230
 JW1230.Superseded values are not recommended for survey control.
 JW1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1230.See file dsdata.txt to determine how the superseded data were derived.
 JW1230
 JW1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE6767524184(NAD 83)
 JW1230_MARKER: DS = TRIANGULATION STATION DISK
 JW1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1230_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JW1230
 JW1230  HISTORY     - Date     Condition        Report By
 JW1230  HISTORY     - 1967     MONUMENTED       CGS
 JW1230
 JW1230                          STATION DESCRIPTION
 JW1230
 JW1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 JW1230'THE STATION IS LOCATED ABOUT 6.2 MILES NORTH OF GARRETT, 5 MILES
 JW1230'NORTHWEST OF BERLIN AND 4.5 MILES SOUTHEAST OF SOMERSET.  IT
 JW1230'IS ON THE TOP OF THE FILLED-IN-AREA OF A STRIP MINING AREA ON
 JW1230'PROPERTY OWNED BY MR. ROBERT SHUMAKER.
 JW1230'
 JW1230'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 219 AND STATE
 JW1230'HIGHWAY 31, IN THE SOUTHEAST EDGE OF SOMERSET, GO SOUTH ON U.S.
 JW1230'HIGHWAY 219 FOR 3.2 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 JW1230'SOUTHWEST ON THE PAVED ROAD FOR 0.8 MILE TO THE AZIMUTH MARK ON THE
 JW1230'LEFT, CONTINUE SOUTHWEST ON THE PAVED ROAD FOR 0.45 MILE TO A SIDE
 JW1230'ROAD LEFT, TURN LEFT AND GO EAST ON THE TRACK ROAD LEADING THROUGH
 JW1230'THE STRIP MINING AREA FOR 0.15 MILE TO THE TOP OF HILL, TURN SHARP
 JW1230'RIGHT AND GO WEST ALONG THE NORTH EDGE OF THE FILLED-IN-AREA FOR
 JW1230'0.15 MILE TO THE STATION.
 JW1230'
 JW1230'THE STATION MARK IS 22 FEET SOUTH OF THE NORTH EDGE OF BANK AND 4
 JW1230'FEET SOUTHEAST OF A METAL WITNESS POST.  THE MARK IS A STANDARD
 JW1230'DISK SET IN THE TOP OF A ROUND CONCRETE POST SET FLUSH WITH THE
 JW1230'GROUND AND IS STAMPED FILL 1967.
 JW1230'
 JW1230'REFERENCE MARK NO. 1 IS 27.3 FEET EAST OF A METAL WITNESS POST AND 22
 JW1230'FEET SOUTH OF THE NORTH EDGE OF BANK.  THE MARK IS A STANDARD DISK
 JW1230'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES AND IS
 JW1230'STAMPED FILL NO 1 1967.
 JW1230'
 JW1230'REFERENCE MARK NO. 2 IS 22.9 FEET WEST OF A METAL WITNESS POST AND 12
 JW1230'FEET SOUTH OF THE NORTH EDGE OF BANK.  THE MARK IS A STANDARD DISK
 JW1230'CEMENTED IN A DRILL HOLE IN A BOULDER AND IS STAMPED FILL NO 2 1967.
 JW1230'
 JW1230'THE AZIMUTH MARK IS 33 FEET SOUTHWEST OF A 36-INCH OAK TREE, 22 FEET
 JW1230'EAST OF THE CENTERLINE OF THE PAVED ROAD AND 3.5 FEET NORTH OF A
 JW1230'METAL WITNESS POST.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A
 JW1230'ROUND CONCRETE POST PROJECTING 3 INCHES AND IS STAMPED FILL
 JW1230'1967.
 JW1230'
 JW1230'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3143 ***********************************************************************
 JU3143  DESIGNATION -  FILL
 JU3143  PID         -  JU3143
 JU3143  STATE/COUNTY-  PA/PHILADELPHIA
 JU3143  USGS QUAD   -  PHILADELPHIA (1994)
 JU3143
 JU3143                         *CURRENT SURVEY CONTROL
 JU3143  ___________________________________________________________________
 JU3143* NAD 83(1992)-  39 53 20.82399(N)    075 09 26.55653(W)     ADJUSTED  
 JU3143* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 JU3143  ___________________________________________________________________
 JU3143  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 JU3143  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JU3143
 JU3143  HORZ ORDER  -  THIRD
 JU3143
 JU3143.The horizontal coordinates were established by classical geodetic methods
 JU3143.and adjusted by the National Geodetic Survey in June 2002..
 JU3143
 JU3143.The orthometric height was scaled from a topographic map.
 JU3143
 JU3143.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3143
 JU3143.The geoid height was determined by GEOID03.
 JU3143
 JU3143;                    North         East     Units Scale Factor Converg.
 JU3143;SPC PA S     -    64,966.342   821,721.523   MT  1.00000721   +1 40 55.5
 JU3143;SPC PA S     -   213,143.74  2,695,931.36   sFT  1.00000721   +1 40 55.5
 JU3143;SPC NJ       -   117,410.831    93,778.766   MT  0.99993890   -0 25 17.7
 JU3143;SPC NJ       -   385,205.37    307,672.50   sFT  0.99993890   -0 25 17.7
 JU3143;UTM  18      - 4,415,462.345   486,544.656   MT  0.99960223   -0 06 03.3
 JU3143
 JU3143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3143!SPC PA S     -   1.00000458  x   1.00000721  =   1.00001179
 JU3143!SPC NJ       -   1.00000458  x   0.99993890  =   0.99994348
 JU3143!UTM  18      -   1.00000458  x   0.99960223  =   0.99960681
 JU3143
 JU3143|---------------------------------------------------------------------|
 JU3143| PID    Reference Object                     Distance      Geod. Az  |
 JU3143|                                                           dddmmss.s |
 JU3143| CB1497 FILL RM 1                            37.360 METERS 03316     |
 JU3143| JU3079 WESTVILLE MUNICIPAL TANK            APPROX. 3.2 KM 1243944.9 |
 JU3143| JU3101 WASHINGTON PARK STAND USE           APPROX. 2.0 KM 1465234.1 |
 JU3143| JU3100 EAST HORSESHOE FRONT RANGE          APPROX. 1.9 KM 1560359.0 |
 JU3143| JU3099 EAST HORSESHOE REAR RANGE           APPROX. 2.1 KM 1613744.8 |
 JU3143| JU3146 EAGLE POINT REAR RANGE              APPROX. 1.5 KM 1995915.1 |
 JU3143| JU3092 NATIONAL PARK MUN STANDPIPE         APPROX. 3.3 KM 2174417.1 |
 JU3143| JU3151 PHILADELPHIA NAVY YD PWR TANK       APPROX. 1.0 KM 2591000.9 |
 JU3143| JU3155 PHILADELPHIA NAVY YD S RAD TWR      APPROX. 1.7 KM 2724738.3 |
 JU3143| JU3154 PHILADELPHIA NAVY YD N RAD TWR      APPROX. 1.7 KM 2795645.9 |
 JU3143| CB1498 FILL RM 2                            30.810 METERS 30444     |
 JU3143|---------------------------------------------------------------------|
 JU3143
 JU3143                          SUPERSEDED SURVEY CONTROL
 JU3143
 JU3143  NAD 83(1996)-  39 53 20.82395(N)    075 09 26.55654(W) AD(       ) 3
 JU3143  NAD 83(1991)-  39 53 20.81978(N)    075 09 26.55796(W) AD(       ) 3
 JU3143  NAD 83(1986)-  39 53 20.81665(N)    075 09 26.55833(W) AD(       ) 3
 JU3143  NAD 27      -  39 53 20.41300(N)    075 09 27.91700(W) AD(       ) 3
 JU3143
 JU3143.Superseded values are not recommended for survey control.
 JU3143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3143.See file dsdata.txt to determine how the superseded data were derived.
 JU3143
 JU3143_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8654515462(NAD 83)
 JU3143_MARKER: DS = TRIANGULATION STATION DISK
 JU3143_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU3143_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 JU3143
 JU3143  HISTORY     - Date     Condition        Report By
 JU3143  HISTORY     - 1925     MONUMENTED       CGS
 JU3143  HISTORY     - 1932     MARK NOT FOUND   CGS
 JU3143  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU3143
 JU3143                          STATION DESCRIPTION
 JU3143
 JU3143'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 JU3143'LOCATED ON THE UPPER END OF LEAGUE ISLAND ON A CURVED POINT ON WHICH
 JU3143'THERE IS A WOODEN PILING BULKHEAD ON THE EASTERN SIDE.  IT IS
 JU3143'ABOUT 825 METERS BELOW THE MOUTH OF HOLLANDER CREEK, AND ABOUT
 JU3143'HALFWAY BETWEEN IT AND PIER NO. 7 IN THE NAVY YARD.  IT IS 32
 JU3143'FEET FROM THE CREST OF THE RIVER BANK REVETMENT, 1,235 FEET FROM THE
 JU3143'EXTREME INSHORE NE CORNER OF THE BRICK BUILDING USED FOR STORING
 JU3143'AEROPLANES, AND ABOUT 45 METERS FROM THE END OF THE PILING MENTIONED
 JU3143'ABOVE.
 JU3143'
 JU3143'SURFACE MARK IS A STANDARD BRONZE DISK IN A TILE.
 JU3143'UNDERGROUND MARK IS A BLOCK OF CONCRETE BELOW THE GROUND
 JU3143'CONTAINING A STANDARD BRONZE DISK.  REFERENCE
 JU3143'MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE, IN THE TOP OF A
 JU3143'TILE.
 JU3143'
 JU3143'HEIGHT OF SIGNAL ABOVE STATION MARK - 2-1/2 METERS.
 JU3143
 JU3143                          STATION RECOVERY (1932)
 JU3143
 JU3143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (LGS)
 JU3143'VISITED E.R. MARTIN, 1932.  THIS STATION COULD NOT BE RECOVERED.
 JU3143'EXTENSIVE FILLING FOR THE AVIATION FIELD HAS UNDOUBTEDLY
 JU3143'COVERED IT OVER.  IT IS PROBABLY STILL IN THE GROUND IN ITS ORIGINAL
 JU3143'POSITION AND CAN BE RECOVERED IF IT IS CALLED FOR FROM ORIGINAL
 JU3143'REFERENCES AND ANGLES.
 JU3143
 JU3143                          STATION RECOVERY (1946)
 JU3143
 JU3143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3143'STATION AND REFERENCE MARKS NOT RECOVERED.
 JU3143'
 JU3143'IT IS RECOMMENDED THIS STATION (AND R.M.S) BE CONSIDERED LOST AS IT
 JU3143'HAS BEEN COVERED BY EXTENSIVE FILLING FOR THE AIRFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5756 ***********************************************************************
 KV5756  DESIGNATION -  FILTER PLANT 1911
 KV5756  PID         -  KV5756
 KV5756  STATE/COUNTY-  PA/PHILADELPHIA
 KV5756  USGS QUAD   -  BEVERLY (1973)
 KV5756
 KV5756                         *CURRENT SURVEY CONTROL
 KV5756  ___________________________________________________________________
 KV5756* NAD 83(1992)-  40 02 05.74897(N)    074 59 57.48130(W)     ADJUSTED  
 KV5756* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV5756  ___________________________________________________________________
 KV5756  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 KV5756  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KV5756
 KV5756  HORZ ORDER  -  SECOND
 KV5756
 KV5756.The horizontal coordinates were established by classical geodetic methods
 KV5756.and adjusted by the National Geodetic Survey in June 2002..
 KV5756
 KV5756.The orthometric height was scaled from a topographic map.
 KV5756
 KV5756.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5756
 KV5756.The geoid height was determined by GEOID03.
 KV5756
 KV5756;                    North         East     Units Scale Factor Converg.
 KV5756;SPC PA S     -    81,557.528   834,731.796   MT  0.99998567   +1 47 04.7
 KV5756;SPC PA S     -   267,576.66  2,738,615.90   sFT  0.99998567   +1 47 04.7
 KV5756;SPC NJ       -   133,511.934   107,388.717   MT  0.99992235   -0 19 16.3
 KV5756;SPC NJ       -   438,030.40    352,324.48   sFT  0.99992235   -0 19 16.3
 KV5756;UTM  18      - 4,431,634.149   500,059.691   MT  0.99960000   +0 00 01.6
 KV5756
 KV5756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5756!SPC PA S     -   1.00000490  x   0.99998567  =   0.99999057
 KV5756!SPC NJ       -   1.00000490  x   0.99992235  =   0.99992725
 KV5756!UTM  18      -   1.00000490  x   0.99960000  =   0.99960490
 KV5756
 KV5756                          SUPERSEDED SURVEY CONTROL
 KV5756
 KV5756  NAD 83(1996)-  40 02 05.74897(N)    074 59 57.48130(W) AD(       ) 2
 KV5756  NAD 83(1986)-  40 02 05.74762(N)    074 59 57.48273(W) AD(       ) 2
 KV5756  NAD 27      -  40 02 05.34000(N)    074 59 58.87000(W) AD(       ) 2
 KV5756
 KV5756.Superseded values are not recommended for survey control.
 KV5756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5756.See file dsdata.txt to determine how the superseded data were derived.
 KV5756
 KV5756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0006031634(NAD 83)
 KV5756
 KV5756  HISTORY     - Date     Condition        Report By
 KV5756  HISTORY     - 1911     MONUMENTED       CGS
 KV5756  HISTORY     - 1935     GOOD             CGS
 KV5756  HISTORY     - 1946     MARK NOT FOUND   CGS
 KV5756
 KV5756                          STATION DESCRIPTION
 KV5756
 KV5756'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5756'BETWEEN TORRESDALE AND TACONY, AT THE TORRESDALE FILTER PLANT, 109.77
 KV5756'FEET SE OF SE CORNER OF PUMPING STATION BUILDING, 20.56 FEET SW OF
 KV5756'SW CORNER OF CONCRETE WELL, 59.60 FEET SE OF SE CORNER OF BRICK METER
 KV5756'WELL, 40.97 FEET NE OF NE CORNER OF CONCRETE ABUTMENT.  MARKED
 KV5756'ACCORDING TO NOTES 6B AND 10A, 30 INCHES UNDERGROUND.
 KV5756'
 KV5756'POSITION DETERMINED BY TIE FROM FILTER PLANT 2 (WHICH SEE THIS
 KV5756'STATION LOCATED 37.176 METERS TO EASTWARD OF FILTER PLANT).
 KV5756
 KV5756                          STATION RECOVERY (1946)
 KV5756
 KV5756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 KV5756'SEARCHED FOR, COULD NOT FIND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5758 ***********************************************************************
 KV5758  DESIGNATION -  FILTER PLANT 2
 KV5758  PID         -  KV5758
 KV5758  STATE/COUNTY-  PA/PHILADELPHIA
 KV5758  USGS QUAD   -  BEVERLY (1973)
 KV5758
 KV5758                         *CURRENT SURVEY CONTROL
 KV5758  ___________________________________________________________________
 KV5758* NAD 83(1992)-  40 02 05.37038(N)    074 59 55.99260(W)     ADJUSTED  
 KV5758* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5758  ___________________________________________________________________
 KV5758  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 KV5758  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KV5758
 KV5758  HORZ ORDER  -  SECOND
 KV5758
 KV5758.The horizontal coordinates were established by classical geodetic methods
 KV5758.and adjusted by the National Geodetic Survey in June 2002..
 KV5758
 KV5758.The orthometric height was scaled from a topographic map.
 KV5758
 KV5758.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5758
 KV5758.The geoid height was determined by GEOID03.
 KV5758
 KV5758;                    North         East     Units Scale Factor Converg.
 KV5758;SPC PA S     -    81,546.956   834,767.437   MT  0.99998568   +1 47 05.7
 KV5758;SPC PA S     -   267,541.97  2,738,732.83   sFT  0.99998568   +1 47 05.7
 KV5758;SPC NJ       -   133,500.061   107,423.943   MT  0.99992231   -0 19 15.3
 KV5758;SPC NJ       -   437,991.45    352,440.05   sFT  0.99992231   -0 19 15.3
 KV5758;UTM  18      - 4,431,622.477   500,094.971   MT  0.99960000   +0 00 02.6
 KV5758
 KV5758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5758!SPC PA S     -   1.00000474  x   0.99998568  =   0.99999042
 KV5758!SPC NJ       -   1.00000474  x   0.99992231  =   0.99992705
 KV5758!UTM  18      -   1.00000474  x   0.99960000  =   0.99960474
 KV5758
 KV5758:                Primary Azimuth Mark                     Grid Az
 KV5758:SPC PA S     -  TORRESDALE SUPT HATCHERIES HSE           028 11 09.4
 KV5758:SPC NJ       -  TORRESDALE SUPT HATCHERIES HSE           030 17 30.4
 KV5758:UTM  18      -  TORRESDALE SUPT HATCHERIES HSE           029 58 12.5
 KV5758
 KV5758|---------------------------------------------------------------------|
 KV5758| PID    Reference Object                     Distance      Geod. Az  |
 KV5758|                                                           dddmmss.s |
 KV5758| KV5717 TORRESDALE SUPT HATCHERIES HSE      APPROX. 0.7 KM 0295815.1 |
 KV5758| KV5703 FISHER 2                            APPROX. 1.4 KM 0451000.9 |
 KV5758| KV5737 DELANCO DOBBINS MEM METH CH         APPROX. 4.0 KM 0653710.9 |
 KV5758| KV5732 DELANCO RIDGEWAY SHOE TANK          APPROX. 3.8 KM 0713510.6 |
 KV5758| CB5926 FILTER PLANT 2 RM 1                  35.840 METERS 20530     |
 KV5758| KV5756 FILTER PLANT 1911                    37.176 METERS 28818     |
 KV5758| CB5927 FILTER PLANT 2 RM 2                  37.112 METERS 30235     |
 KV5758|---------------------------------------------------------------------|
 KV5758
 KV5758                          SUPERSEDED SURVEY CONTROL
 KV5758
 KV5758  NAD 83(1996)-  40 02 05.37037(N)    074 59 55.99260(W) AD(       ) 2
 KV5758  NAD 83(1986)-  40 02 05.36903(N)    074 59 55.99404(W) AD(       ) 2
 KV5758  NAD 27      -  40 02 04.96600(N)    074 59 57.37900(W) AD(       ) 2
 KV5758
 KV5758.Superseded values are not recommended for survey control.
 KV5758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5758.See file dsdata.txt to determine how the superseded data were derived.
 KV5758
 KV5758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0009531622(NAD 83)
 KV5758_MARKER: DS = TRIANGULATION STATION DISK
 KV5758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5758
 KV5758  HISTORY     - Date     Condition        Report By
 KV5758  HISTORY     - 1935     MONUMENTED       CGS
 KV5758  HISTORY     - 1946     GOOD             CGS
 KV5758
 KV5758                          STATION DESCRIPTION
 KV5758
 KV5758'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5758'BETWEEN TORRESDALE AND TACONY, 1 MILE SW OF LINDEN AVENUE,
 KV5758'TORRESDALE, AT THE TORRESDALE FILTER PLANT, PENNYPACKER AVENUE,
 KV5758'34.3 FEET SW OF CENTER LINE OF PENNYPACKER AVENUE, 70.2 FEET NNW OF
 KV5758'CONCRETE BULKHEAD SURROUNDING PIER, 122.1 FEET SW OF S CORNER OF
 KV5758'BRICK INTAKE HOUSE, 10.0 FEET S AND 50.7 FEET NE OF 2 PROMINENT
 KV5758'TREES.
 KV5758'
 KV5758'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 KV5758'CONCRETE AS DESCRIBED IN NOTES 1A AND 7A.
 KV5758'
 KV5758'REFERENCE MARK NO. 1 IS A STANDARD TABLET IN TOP OF CONCRETE WALL
 KV5758'ADJOINING INTAKE HOUSE.  REFERENCE MARK NO. 2 IS A STANDARD
 KV5758'TABLET IN NE CORNER CONCRETE WELL NW OF STATION.
 KV5758'
 KV5758'NOTE--MAIN SCHEME STATION.
 KV5758'
 KV5758'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 KV5758
 KV5758                          STATION RECOVERY (1946)
 KV5758
 KV5758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 KV5758'STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 KV5758'CONDITION.  DISTANCE TO R.M. NO. 2 WAS MEASURED AND FOUND TO BE
 KV5758'CORRECT.  ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING
 KV5758'CHANGE- ADD-R.M. NO. 1 APPARENTLY COVERED BY CONCRETE WHEN BULKHEAD
 KV5758'WAS RETOPPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1538 ***********************************************************************
 KV1538  DESIGNATION -  FINCH RAPPLEYE=COLUMBIA
 KV1538  PID         -  KV1538
 KV1538  STATE/COUNTY-  PA/NORTHAMPTON
 KV1538  USGS QUAD   -  EASTON (1994)
 KV1538
 KV1538                         *CURRENT SURVEY CONTROL
 KV1538  ___________________________________________________________________
 KV1538* NAD 83(1986)-  40 42 05.     (N)    075 12 42.     (W)     SCALED    
 KV1538* NAVD 88     -        98.542  (meters)     323.30   (feet)  ADJUSTED  
 KV1538  ___________________________________________________________________
 KV1538  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KV1538  DYNAMIC HT  -          98.496 (meters)     323.15  (feet)  COMP
 KV1538  MODELED GRAV-     980,156.0   (mgal)                       NAVD 88
 KV1538
 KV1538  VERT ORDER  -  SECOND    CLASS 0
 KV1538
 KV1538.The horizontal coordinates were scaled from a topographic map and have
 KV1538.an estimated accuracy of +/- 6 seconds.
 KV1538
 KV1538.The orthometric height was determined by differential leveling
 KV1538.and adjusted by the National Geodetic Survey in June 1991..
 KV1538
 KV1538.The geoid height was determined by GEOID03.
 KV1538
 KV1538.The dynamic height is computed by dividing the NAVD 88
 KV1538.geopotential number by the normal gravity value computed on the
 KV1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1538.degrees latitude (g = 980.6199 gals.).
 KV1538
 KV1538.The modeled gravity was interpolated from observed gravity values.
 KV1538
 KV1538;                    North         East    Units  Estimated Accuracy
 KV1538;SPC PA S     -   154,990.      814,490.      MT  (+/- 180 meters Scaled)
 KV1538
 KV1538                          SUPERSEDED SURVEY CONTROL
 KV1538
 KV1538  NGVD 29 (??/??/??)   98.768  (m)          324.04   (f) ADJUSTED    2 0
 KV1538
 KV1538.Superseded values are not recommended for survey control.
 KV1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1538.See file dsdata.txt to determine how the superseded data were derived.
 KV1538
 KV1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL821056(NAD 83)
 KV1538_MARKER: DS = TRIANGULATION STATION DISK
 KV1538_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1538_SP_SET: LANDING
 KV1538_STAMPING: JK FINCH HS RAPPLEYE COLUMBIA STATION
 KV1538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1538
 KV1538  HISTORY     - Date     Condition        Report By
 KV1538  HISTORY     - 1935     MONUMENTED       LAFCO
 KV1538  HISTORY     - 1935     GOOD             CGS
 KV1538  HISTORY     - 20020105 MARK NOT FOUND   USPSQD
 KV1538
 KV1538                          STATION DESCRIPTION
 KV1538
 KV1538'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1538'AT EASTON.
 KV1538'AT EASTON, NORTHAMPTON COUNTY, ON THE LAFEYETTE COLLEGE CAMPUS,
 KV1538'ON THE NORTH STAND AT FISHER FIELD, IN THE TOP LANDING, 2 FEET
 KV1538'8 INCHES SOUTH OF THE EDGE OF A CONCRETE RAILING, AND ABOUT 2 FEET
 KV1538'EAST OF THE WEST EDGE OF THE STAND.  A CAMP COLUMBIA PLATE INSET
 KV1538'IN A LAFEYETTE COLLEGE STANDARD TRIANGULATION-STATION DISK,
 KV1538'STAMPED J.K. FINCH, H.S. RAPPLEYE, COLUMBIA STATION AND SET
 KV1538'FLUSH WITH THE CONCRETE.
 KV1538
 KV1538                          STATION RECOVERY (2002)
 KV1538
 KV1538'RECOVERY NOTE BY US POWER SQUADRON 2002 (DHS)
 KV1538'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2797 ***********************************************************************
 LY2797  DESIGNATION -  FINN
 LY2797  PID         -  LY2797
 LY2797  STATE/COUNTY-  PA/LACKAWANNA
 LY2797  USGS QUAD   -  LENOXVILLE (1980)
 LY2797
 LY2797                         *CURRENT SURVEY CONTROL
 LY2797  ___________________________________________________________________
 LY2797* NAD 83(1992)-  41 38 15.65597(N)    075 38 10.78420(W)     ADJUSTED  
 LY2797* NAVD 88     -       443.3    (meters)    1454.     (feet)  VERTCON   
 LY2797  ___________________________________________________________________
 LY2797  LAPLACE CORR-           4.49  (seconds)                    DEFLEC99
 LY2797  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 LY2797
 LY2797  HORZ ORDER  -  SECOND
 LY2797
 LY2797.The horizontal coordinates were established by classical geodetic methods
 LY2797.and adjusted by the National Geodetic Survey in June 2002..
 LY2797
 LY2797.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2797
 LY2797.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2797
 LY2797.The geoid height was determined by GEOID03.
 LY2797
 LY2797;                    North         East     Units Scale Factor Converg.
 LY2797;SPC PA N     -   165,511.952   776,085.349   MT  0.99996421   +1 23 53.8
 LY2797;SPC PA N     -   543,017.13  2,546,206.68   sFT  0.99996421   +1 23 53.8
 LY2797;UTM  18      - 4,609,745.308   447,002.734   MT  0.99963456   -0 25 22.1
 LY2797
 LY2797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2797!SPC PA N     -   0.99993533  x   0.99996421  =   0.99989954
 LY2797!UTM  18      -   0.99993533  x   0.99963456  =   0.99956991
 LY2797
 LY2797|---------------------------------------------------------------------|
 LY2797| PID    Reference Object                     Distance      Geod. Az  |
 LY2797|                                                           dddmmss.s |
 LY2797| CB3318 FINN RM 1                            15.655 METERS 26454     |
 LY2797| LY1678 RANSOM                              APPROX. 5.2 KM 3120739.4 |
 LY2797| CB3319 FINN RM 2                            13.073 METERS 34140     |
 LY2797|---------------------------------------------------------------------|
 LY2797
 LY2797                          SUPERSEDED SURVEY CONTROL
 LY2797
 LY2797  NAD 83(1996)-  41 38 15.65519(N)    075 38 10.78465(W) AD(       ) 2
 LY2797  NAD 83(1996)-  41 38 15.65525(N)    075 38 10.78463(W) AD(       ) 2
 LY2797  NAD 83(1986)-  41 38 15.65578(N)    075 38 10.78415(W) AD(       ) 2
 LY2797  NAD 27      -  41 38 15.37950(N)    075 38 12.10760(W) AD(       ) 2
 LY2797  NGVD 29 (07/19/86)  443.5    (m)         1455.     (f) VERT ANG       
 LY2797
 LY2797.Superseded values are not recommended for survey control.
 LY2797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2797.See file dsdata.txt to determine how the superseded data were derived.
 LY2797
 LY2797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM4700309745(NAD 83)
 LY2797_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2797
 LY2797  HISTORY     - Date     Condition        Report By
 LY2797  HISTORY     - 1959     MONUMENTED       CGS
 LY2797  HISTORY     - 1973     SEE DESCRIPTION  NGS
 LY2797  HISTORY     - 1974     SEE DESCRIPTION  NGS
 LY2797  HISTORY     - 1978     GOOD             LOCENG
 LY2797
 LY2797                          STATION DESCRIPTION
 LY2797
 LY2797'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY2797'THE STATION IS LOCATED IN THE NORTHWEST ANGLE OF A CROSSROAD AND IN
 LY2797'THE SOUTHEAST CORNER OF A PASTURE, ABOUT 5 MILES NORTHEAST OF
 LY2797'FLEETVILLE, 2.5 MILES SOUTHWEST OF CLIFFORD AND ON PROPERTY OWNED BY
 LY2797'MR LUCAS AND NICHOLAS SKROBAK.
 LY2797'
 LY2797'TO REACH THE STATION FROM THE CAUTION LIGHT AND STATE HIGHWAY 247 IN
 LY2797'THE VILLAGE OF CLIFFORD, GO SOUTHWEST ON STATE HIGHWAY 247 FOR
 LY2797'1.45 MILE TO A GRAVELED ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON
 LY2797'A GRAVELED ROAD FOR 0.94 MILE TO A CROSSROAD AND THE STATION AS
 LY2797'DESCRIBED.
 LY2797'
 LY2797'THE STATION MARK, A STANDARD DISK STAMPED FINN 1959, IS SET IN THE
 LY2797'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES
 LY2797'ABOVE THE SURFACE OF THE GROUND.  IT IS 68 FEET NORTHWEST OF THE
 LY2797'CENTER OF THE INTERSECTION OF THE CROSSROAD, 29 FEET NORTHWEST
 LY2797'OF A 14-INCH MAPLE TREE WITH A TRIANGULAR BLAZE, 22.4 FEET
 LY2797'NORTH-NORTHWEST OF A STANDARD METAL WITNESS POST AND MARKER, 12.5
 LY2797'FEET NORTH OF THE SOUTHEAST PASTURE FENCE CORNER AND 10.7 FEET WEST
 LY2797'OF A NORTH AND SOUTH FENCE LINE.
 LY2797'
 LY2797'REFERENCE MARK 1, A STANDARD DISK STAMPED FINN NO 1 1959, IS CEMENTED
 LY2797'IN A DRILL HOLE IN THE TOP OF A 2 BY 3 FOOT BOULDER WHICH
 LY2797'PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 51
 LY2797'FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 31 FEET NORTH OF AN
 LY2797'EAST AND WEST FENCE LINE AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 LY2797'
 LY2797'REFERENCE MARK 2, A STANDARD DISK STAMPED FINN NO 2 1959, IS CEMENTED
 LY2797'IN A DRILL HOLE IN THE TOP OF A 14 BY 24 INCH BOULDER WHICH
 LY2797'PROTUDES ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 51
 LY2797'FEET SOUTHEAST OF A STANDARD METAL WITNESS POST AND MARKER, 16
 LY2797'FEET WEST OF A NORTH AND SOUTH FENCE LINE, 38.6 FEET WEST OF THE
 LY2797'CENTER OF A BLADED ROAD AND IS ABOUT THE SAME ELEVATION AS THE
 LY2797'STATION.
 LY2797'
 LY2797'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  STATION UHRIN
 LY2797'OR STATION RANSOM MAY BE USED AS AN AZIMUTH MARK.
 LY2797'
 LY2797'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LY2797
 LY2797                          STATION RECOVERY (1973)
 LY2797
 LY2797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RH)
 LY2797'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 LY2797'AND FOUND TO BE IN GOOD CONDITION.
 LY2797
 LY2797                          STATION RECOVERY (1974)
 LY2797
 LY2797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LY2797'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 LY2797'AS DESCRIBED IN THE 1959 DESCRIPTION.
 LY2797'
 LY2797'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 2-1/2 MILES
 LY2797'SOUTHWEST OF CLIFFORD.
 LY2797
 LY2797                          STATION RECOVERY (1978)
 LY2797
 LY2797'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (GMB)
 LY2797'STATION RECOVERED ALONG WITH REFERENCE MARKS 1 AND 2 IN GOOD
 LY2797'CONDITION.  DESCRIPTION TO REACH STATION ERRONOUSLY CALLS SOUTHWEST
 LY2797'ON STATE HIGHWAY 247 FOR 1.45 MILES SHOULD BE STATE HIGHWAY 322.
 LY2797'
 LY2797'REFERENCES TO OBJECTS ARE IN ERROR.
 LY2797'
 LY2797'STATION IS 22 FT NORTH OF SOUTHEAST PASTURE FENCE CORNER.  12.4 FEET
 LY2797'NORTH-NORTHWEST OF WITNESS POST (WHICH MAY HAVE BEEN MOVED) REST OF
 LY2797'DESCRIPTION IS CORRECT.  STATION IS 2 INCHES BELOW SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2935 ***********************************************************************
 KW2935  DESIGNATION -  FIRE TOWER
 KW2935  PID         -  KW2935
 KW2935  STATE/COUNTY-  PA/HUNTINGDON
 KW2935  USGS QUAD   -  PINE GROVE MILLS (1984)
 KW2935
 KW2935                         *CURRENT SURVEY CONTROL
 KW2935  ___________________________________________________________________
 KW2935* NAD 83(1992)-  40 41 03.32106(N)    077 57 52.23920(W)     ADJUSTED  
 KW2935* NAVD 88     -                                                        
 KW2935  ___________________________________________________________________
 KW2935  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 KW2935  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KW2935
 KW2935  HORZ ORDER  -  THIRD
 KW2935
 KW2935.The horizontal coordinates were established by classical geodetic methods
 KW2935.and adjusted by the National Geodetic Survey in June 2002..
 KW2935
 KW2935
 KW2935.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2935
 KW2935.The geoid height was determined by GEOID03.
 KW2935
 KW2935;                    North         East     Units Scale Factor Converg.
 KW2935;SPC PA S     -   150,023.246   581,866.838   MT  0.99996779   -0 08 21.0
 KW2935;SPC PA S     -   492,201.27  1,909,008.12   sFT  0.99996779   -0 08 21.0
 KW2935;SPC PA N     -    57,503.269   581,865.563   MT  1.00003809   -0 08 30.9
 KW2935;SPC PA N     -   188,658.64  1,909,003.93   sFT  1.00003809   -0 08 30.9
 KW2935;UTM  18      - 4,507,934.426   249,477.135   MT  1.00037259   -1 56 00.7
 KW2935;UTM  17      - 4,508,139.379   756,521.885   MT  1.00041003   +1 58 47.6
 KW2935
 KW2935                          SUPERSEDED SURVEY CONTROL
 KW2935
 KW2935  NAD 83(1986)-  40 41 03.32028(N)    077 57 52.24530(W) AD(       ) 4
 KW2935  NAD 27      -  40 41 03.10700(N)    077 57 53.23700(W) AD(       ) 3
 KW2935
 KW2935.Superseded values are not recommended for survey control.
 KW2935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2935.See file dsdata.txt to determine how the superseded data were derived.
 KW2935
 KW2935_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL4947707934(NAD 83)
 KW2935_MARKER: 57 = LOOKOUT TOWER
 KW2935
 KW2935  HISTORY     - Date     Condition        Report By
 KW2935  HISTORY     - 1941     FIRST OBSERVED   CGS
 KW2935
 KW2935                          STATION DESCRIPTION
 KW2935
 KW2935'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KW2935'THIS INTERSECTION STATION IS THE TUSSEY LOOKOUT TOWER WHICH IS
 KW2935'LOCATED ABOUT 9 MILES SE OF THE VILLAGE OF PORT MATILDA.  IT IS A
 KW2935'FOUR-LEGGED STEEL STRUCTURE ABOUT 75 FEET HIGH WITH A GLASS-ENCLOSED
 KW2935'CAB ON TOP, OWNED BY THE PENNSYLVANIA DEPARTMENT OF FORESTS AND
 KW2935'WATERS.  THE APEX OF THE ROOF WAS THE POINT OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2757 ***********************************************************************
 LY2757  DESIGNATION -  FIRE TOWER
 LY2757  PID         -  LY2757
 LY2757  STATE/COUNTY-  PA/LUZERNE
 LY2757  USGS QUAD   -  FREELAND (1984)
 LY2757
 LY2757                         *CURRENT SURVEY CONTROL
 LY2757  ___________________________________________________________________
 LY2757* NAD 83(1992)-  41 01 02.33392(N)    075 54 42.38465(W)     ADJUSTED  
 LY2757* NAVD 88     -                                                        
 LY2757  ___________________________________________________________________
 LY2757  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 LY2757  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 LY2757
 LY2757  HORZ ORDER  -  THIRD
 LY2757
 LY2757.The horizontal coordinates were established by classical geodetic methods
 LY2757.and adjusted by the National Geodetic Survey in June 2002..
 LY2757
 LY2757
 LY2757.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2757
 LY2757.The geoid height was determined by GEOID03.
 LY2757
 LY2757;                    North         East     Units Scale Factor Converg.
 LY2757;SPC PA N     -    96,108.365   754,604.511   MT  0.99998108   +1 12 57.8
 LY2757;SPC PA N     -   315,315.53  2,475,731.63   sFT  0.99998108   +1 12 57.8
 LY2757;UTM  18      - 4,541,079.530   423,338.067   MT  0.99967233   -0 35 54.3
 LY2757
 LY2757                          SUPERSEDED SURVEY CONTROL
 LY2757
 LY2757  NAD 83(1986)-  41 01 02.33422(N)    075 54 42.38716(W) AD(       ) 4
 LY2757  NAD 27      -  41 01 02.04000(N)    075 54 43.68000(W) AD(       ) 3
 LY2757
 LY2757.Superseded values are not recommended for survey control.
 LY2757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2757.See file dsdata.txt to determine how the superseded data were derived.
 LY2757
 LY2757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL2333841080(NAD 83)
 LY2757
 LY2757  HISTORY     - Date     Condition        Report By
 LY2757  HISTORY     - UNK      MONUMENTED
 LY2757  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LY2757
 LY2757                          STATION DESCRIPTION
 LY2757
 LY2757'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EP)
 LY2757'NO PREVIOUS DESCRIPTION AVAILABLE AT TIME OF RECOVERY.  NEW
 LY2757'DESCRIPTION FOLLOWS- THE INTERSECTION STATION IS LOCATED ON A
 LY2757'HILL W. OF FREELAND.  TO REACH THE STATION FROM THE INTERSECTION OF
 LY2757'SOUTH AND CENTER STREETS IN FREELAND, GO W.  ALONG SOUTH STREET
 LY2757'FOR ABOUT 0.7 MI TO WHERE A DIRT ROAD COMES IN FROM THE RIGHT AND A
 LY2757'CEMETERY IS ON THE LEFT.  GO N.  ON THE DIRT ROAD FOR ABOUT 0.1 MI.
 LY2757'TO THE TOWER.  THE TOWER IS ON THE GROUNDS OF FREELAND JUNK YARD.
 LY2757'
 LY2757'THE STATION IS A FOUR-LEGGED SKELETON STEEL STRUCTURE WITH A RED
 LY2757'METAL CAB ON TOP.  IT IS ABOUT 80 FT HIGH.  THE NAME OF THE TOWER IS-
 LY2757'FREELAND FIRE TOWER.
 LY2757'
 LY2757'NOTE- THIS STATION IS ALSO A USGS TRAVERSE STATION IDENTIFIED AS-
 LY2757'FREELAND FIRE TOWER NO. 74, 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ2017 ***********************************************************************
 LZ2017  DESIGNATION -  FIRE TOWER 1 SE OF LEROY
 LZ2017  PID         -  LZ2017
 LZ2017  STATE/COUNTY-  PA/BRADFORD
 LZ2017  USGS QUAD   -  OVERTON (1983)
 LZ2017
 LZ2017                         *CURRENT SURVEY CONTROL
 LZ2017  ___________________________________________________________________
 LZ2017* NAD 83(1992)-  41 35 30.92286(N)    076 36 03.87549(W)     ADJUSTED  
 LZ2017* NAVD 88     -                                                        
 LZ2017  ___________________________________________________________________
 LZ2017  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 LZ2017  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 LZ2017
 LZ2017  HORZ ORDER  -  THIRD
 LZ2017
 LZ2017.The horizontal coordinates were established by classical geodetic methods
 LZ2017.and adjusted by the National Geodetic Survey in June 2002..
 LZ2017
 LZ2017
 LZ2017.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ2017
 LZ2017.The geoid height was determined by GEOID03.
 LZ2017
 LZ2017;                    North         East     Units Scale Factor Converg.
 LZ2017;SPC PA N     -   158,916.462   695,788.430   MT  0.99996147   +0 45 36.2
 LZ2017;SPC PA N     -   521,378.43  2,282,765.87   sFT  0.99996147   +0 45 36.2
 LZ2017;UTM  18      - 4,605,707.368   366,556.758   MT  0.99981914   -1 03 46.7
 LZ2017
 LZ2017                          SUPERSEDED SURVEY CONTROL
 LZ2017
 LZ2017  NAD 83(1996)-  41 35 30.92168(N)    076 36 03.87478(W) AD(       ) 4
 LZ2017  NAD 83(1986)-  41 35 30.92329(N)    076 36 03.87423(W) AD(       ) 4
 LZ2017  NAD 27      -  41 35 30.65000(N)    076 36 05.06000(W) AD(       ) 3
 LZ2017
 LZ2017.Superseded values are not recommended for survey control.
 LZ2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ2017.See file dsdata.txt to determine how the superseded data were derived.
 LZ2017
 LZ2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM6655705707(NAD 83)
 LZ2017
 LZ2017  HISTORY     - Date     Condition        Report By
 LZ2017  HISTORY     - UNK      MONUMENTED
 LZ2017  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LZ2017
 LZ2017                          STATION DESCRIPTION
 LZ2017
 LZ2017'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ2017'THIS FIRE TOWER HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1703 ***********************************************************************
 LZ1703  DESIGNATION -  FISH
 LZ1703  PID         -  LZ1703
 LZ1703  STATE/COUNTY-  PA/LYCOMING
 LZ1703  USGS QUAD   -  COGAN STATION (1973)
 LZ1703
 LZ1703                         *CURRENT SURVEY CONTROL
 LZ1703  ___________________________________________________________________
 LZ1703* NAD 83(1992)-  41 21 34.34615(N)    077 05 54.18827(W)     ADJUSTED  
 LZ1703* NAVD 88     -       548.8    (meters)    1801.     (feet)  VERTCON   
 LZ1703  ___________________________________________________________________
 LZ1703  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 LZ1703  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 LZ1703
 LZ1703  HORZ ORDER  -  FIRST
 LZ1703
 LZ1703.The horizontal coordinates were established by classical geodetic methods
 LZ1703.and adjusted by the National Geodetic Survey in June 2002..
 LZ1703
 LZ1703.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1703
 LZ1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1703
 LZ1703.The geoid height was determined by GEOID03.
 LZ1703
 LZ1703;                    North         East     Units Scale Factor Converg.
 LZ1703;SPC PA N     -   132,678.179   654,521.858   MT  0.99995735   +0 25 51.8
 LZ1703;SPC PA N     -   435,294.99  2,147,377.13   sFT  0.99995735   +0 25 51.8
 LZ1703;UTM  18      - 4,580,795.056   324,479.981   MT  0.99997915   -1 23 12.9
 LZ1703
 LZ1703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1703!SPC PA N     -   0.99991912  x   0.99995735  =   0.99987647
 LZ1703!UTM  18      -   0.99991912  x   0.99997915  =   0.99989827
 LZ1703
 LZ1703|---------------------------------------------------------------------|
 LZ1703| PID    Reference Object                     Distance      Geod. Az  |
 LZ1703|                                                           dddmmss.s |
 LZ1703| CJ9779 FISH RM 1                            16.702 METERS 07705     |
 LZ1703| LZ0941 FISH AZ MK                                         1641400.4 |
 LZ1703| CJ9780 FISH RM 2                            23.957 METERS 18417     |
 LZ1703|---------------------------------------------------------------------|
 LZ1703
 LZ1703                          SUPERSEDED SURVEY CONTROL
 LZ1703
 LZ1703  NAD 83(1986)-  41 21 34.34420(N)    077 05 54.18613(W) AD(       ) 1
 LZ1703  NAD 27      -  41 21 34.07775(N)    077 05 55.28939(W) AD(       ) 1
 LZ1703  NGVD 29 (07/19/86)  549.0    (m)         1801.     (f) VERT ANG       
 LZ1703
 LZ1703.Superseded values are not recommended for survey control.
 LZ1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1703.See file dsdata.txt to determine how the superseded data were derived.
 LZ1703
 LZ1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL2448080795(NAD 83)
 LZ1703_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1703
 LZ1703  HISTORY     - Date     Condition        Report By
 LZ1703  HISTORY     - 1958     MONUMENTED       CGS
 LZ1703  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LZ1703  HISTORY     - 1975     GOOD             PADT
 LZ1703
 LZ1703                          STATION DESCRIPTION
 LZ1703
 LZ1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ1703'THE STATION IS APPROXIMATELY 1.0 MILE NORTHWEST OF POWYA, 3.0 MILES
 LZ1703'SOUTHWEST OF TROUT RUN AND ON SOUTHERN PART OF FISHER POINT.
 LZ1703'IT IS ON PROPERTY OWNED BY MR. CHARLES SCHOOLEY.
 LZ1703'
 LZ1703'TO REACH STATION FROM WHERE STATE HIGHWAY 973 TURNS WEST OFF U.S.
 LZ1703'HIGHWAY 15 AT COGAN STATION, FOLLOW U.S. HIGHWAY 15 AND STATE
 LZ1703'HIGHWAY 14 NORTHERLY FOR 1.05 MILES TO AZIMUTH MARK ON THE RIGHT,
 LZ1703'APPROXIMATELY 100 FEET NORTH OF WHERE TELEPHONE LINE CROSSES
 LZ1703'HIGHWAY, CONTINUE NORTHERLY FOR 1.55 MILES TO CROSSROAD JUST AFTER
 LZ1703'LARGE CURVE, TURN LEFT ON GRADED ROAD FOR 0.95 MILE TO TOP OF
 LZ1703'HILL AND SIDE ROAD RIGHT, TURN RIGHT FOR 2.2 MILES TO TOP OF GRADE
 LZ1703'AND FORK, TAKE RIGHT FORK THROUGH CABLED GATE FOR 0.65 MILE TO
 LZ1703'T-ROAD, TURN RIGHT AND FOLLOW DIM TRACK ROAD FOR 0.35 MILE TO WHERE
 LZ1703'ROAD TURNS SHARP RIGHT AND STATION ON LEFT.
 LZ1703'
 LZ1703'STATION MARKS ARE STANDARD DISKS STAMPED FISH 1958.  THE SURFACE DISK
 LZ1703'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 LZ1703'30 FEET SOUTHEAST OF CENTER OF DIM ROAD WHERE IT TURNS SHARP RIGHT.
 LZ1703'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 28
 LZ1703'INCHES BELOW THE SURFACE OF THE GROUND.  A STANDARD WITNESS POST WAS
 LZ1703'SET 4.5 FEET NORTHWEST OF THE MARK.
 LZ1703'
 LZ1703'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FISH NO 1 1958, IS SET
 LZ1703'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 LZ1703'IT IS 9 FEET SOUTHWEST OF A CLUMP OF SMALL MAPLE TREES.
 LZ1703'
 LZ1703'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FISH NO 2 1958, IS SET
 LZ1703'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 3.5 FEET
 LZ1703'NORTHEAST OF A SMALL 4-INCH MAPLE TREE AND 2 FEET LOWER IN ELEVATION
 LZ1703'THAN STATION.
 LZ1703'
 LZ1703'AZIMUTH MARK, A STANDARD DISK STAMPED FISH 1958, IS SET IN A SQUARE
 LZ1703'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 31.5 FEET
 LZ1703'EAST-SOUTHEAST OF CENTER OF U.S. HIGHWAY 15, 1.5 FEET NORTHEAST OF A
 LZ1703'TELEPHONE POLE NO. C 140 AND ON A 6 FOOT BANK ON THE EAST
 LZ1703'RIGHT-OF-WAY OF U.S. HIGHWAY 15.  A STANDARD WITNESS POST WAS SET 2.5
 LZ1703'FEET SOUTHWEST OF THE MARK.
 LZ1703'
 LZ1703'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 LZ1703
 LZ1703                          STATION RECOVERY (1969)
 LZ1703
 LZ1703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LZ1703'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 LZ1703'MARK WERE RECOVERED IN GOOD CONDITION.  THE 1958 DESCRIPTION IS
 LZ1703'ADEQUATE WITH THE EXCEPTION STATE HIGHWAY 14 NO LONGER RUNS ALONG
 LZ1703'U.S. HIGHWAY 15.
 LZ1703
 LZ1703                          STATION RECOVERY (1975)
 LZ1703
 LZ1703'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 LZ1703'NARROW 1969 RECOVERED GOOD FOUND AS DESCRIBED.
 LZ1703'
 LZ1703'FISH 1958 RECOVERED GOOD FOUND AS DESCRIBED.
 LZ1703'
 LZ1703'WILLIAMSPORT 1958 RECOVERED GOOD FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4844 ***********************************************************************
 JV4844  DESIGNATION -  FISH 1934 RM 1 PA W AND P CO
 JV4844  PID         -  JV4844
 JV4844  STATE/COUNTY-  PA/LANCASTER
 JV4844  USGS QUAD   -  SAFE HARBOR (1995)
 JV4844
 JV4844                         *CURRENT SURVEY CONTROL
 JV4844  ___________________________________________________________________
 JV4844* NAD 83(1992)-  39 57 23.00673(N)    076 28 53.04139(W)     ADJUSTED  
 JV4844* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 JV4844  ___________________________________________________________________
 JV4844  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 JV4844  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JV4844
 JV4844  HORZ ORDER  -  SECOND
 JV4844
 JV4844.The horizontal coordinates were established by classical geodetic methods
 JV4844.and adjusted by the National Geodetic Survey in June 2002..
 JV4844
 JV4844.The orthometric height was scaled from a topographic map.
 JV4844
 JV4844.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4844
 JV4844.The geoid height was determined by GEOID03.
 JV4844
 JV4844;                    North         East     Units Scale Factor Converg.
 JV4844;SPC PA S     -    69,959.596   708,395.386   MT  0.99999647   +0 49 23.0
 JV4844;SPC PA S     -   229,525.77  2,324,127.20   sFT  0.99999647   +0 49 23.0
 JV4844;UTM  18      - 4,423,967.683   373,465.203   MT  0.99979711   -0 57 05.4
 JV4844
 JV4844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4844!SPC PA S     -   0.99999574  x   0.99999647  =   0.99999221
 JV4844!UTM  18      -   0.99999574  x   0.99979711  =   0.99979285
 JV4844
 JV4844                          SUPERSEDED SURVEY CONTROL
 JV4844
 JV4844  NAD 83(1991)-  39 57 23.00257(N)    076 28 53.04415(W) AD(       ) 2
 JV4844  NAD 83(1986)-  39 57 23.00221(N)    076 28 53.04503(W) AD(       ) 2
 JV4844  NAD 27      -  39 57 22.64700(N)    076 28 54.17200(W) AD(       ) 2
 JV4844
 JV4844.Superseded values are not recommended for survey control.
 JV4844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4844.See file dsdata.txt to determine how the superseded data were derived.
 JV4844
 JV4844_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK7346523968(NAD 83)
 JV4844_MARKER: Z = SEE DESCRIPTION
 JV4844_SETTING: 0 = UNSPECIFIED SETTING
 JV4844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV4844
 JV4844  HISTORY     - Date     Condition        Report By
 JV4844  HISTORY     - 1934     MONUMENTED       PWPCO
 JV4844
 JV4844                          STATION DESCRIPTION
 JV4844
 JV4844'DESCRIBED BY PENNSYLVANIA WATER AND POWER COMPANY 1934
 JV4844'TO REACH STATION FISH FROM WRIGHTSVILLE, GO S ON THE RIVER ROAD FROM
 JV4844'THE W END OF THE TOLL BRIDGE TO COLUMBIA FOR 5 MILES TO JUNCTION OF
 JV4844'RIVER ROAD WITH ROUTE 624, TAKE THE LEFT FORK AND GO 0.4 MILE TO
 JV4844'BRIDGE AT A CHURCH, FOLLOW ROAD AROUND TO THE LEFT AND BEAR RIGHT
 JV4844'AT THE MAIL BOX, GO 0.1 MILE TO A RED BRICK HOUSE ON THE RIGHT AND
 JV4844'END OF TRUCK TRAVEL.  CROSS FOOT BRIDGE OF TWO HEWED LOGS AND
 JV4844'TURN RIGHT, FOLLOW TRAIL 150 YARDS TO STATION FISH, CROSSING ANOTHER
 JV4844'FOOT BRIDGE.
 JV4844'
 JV4844'REFERENCE MARK NO. 1 IS ON THE W ABUTMENT AT ENTRANCE TO CANAL,
 JV4844'BEGINNING AT THE SECOND FOOT BRIDGE MENTIONED ABOVE.  MARK IS SET
 JV4844'IN THE TOP OF THE ABUTMENT IN ROCK AT A POINT WHERE THE ABUTMENT
 JV4844'BENDS TO THE W.  MEASUREMENT IS TO BE MADE BY THE PENNSYLVANIA WATER
 JV4844'AND POWER CO. LATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0941 ***********************************************************************
 LZ0941  DESIGNATION -  FISH AZ MK
 LZ0941  PID         -  LZ0941
 LZ0941  STATE/COUNTY-  PA/LYCOMING
 LZ0941  USGS QUAD   -  COGAN STATION (1973)
 LZ0941
 LZ0941                         *CURRENT SURVEY CONTROL
 LZ0941  ___________________________________________________________________
 LZ0941* NAD 83(1986)-  41 19 54.     (N)    077 05 16.     (W)     SCALED    
 LZ0941* NAVD 88     -       191.717  (meters)     628.99   (feet)  ADJUSTED  
 LZ0941  ___________________________________________________________________
 LZ0941  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 LZ0941  DYNAMIC HT  -         191.635 (meters)     628.72  (feet)  COMP
 LZ0941  MODELED GRAV-     980,190.5   (mgal)                       NAVD 88
 LZ0941
 LZ0941  VERT ORDER  -  FIRST     CLASS II
 LZ0941
 LZ0941.The horizontal coordinates were scaled from a topographic map and have
 LZ0941.an estimated accuracy of +/- 6 seconds.
 LZ0941
 LZ0941.The orthometric height was determined by differential leveling
 LZ0941.and adjusted by the National Geodetic Survey in June 1991..
 LZ0941
 LZ0941.The geoid height was determined by GEOID03.
 LZ0941
 LZ0941.The dynamic height is computed by dividing the NAVD 88
 LZ0941.geopotential number by the normal gravity value computed on the
 LZ0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0941.degrees latitude (g = 980.6199 gals.).
 LZ0941
 LZ0941.The modeled gravity was interpolated from observed gravity values.
 LZ0941
 LZ0941;                    North         East    Units  Estimated Accuracy
 LZ0941;SPC PA N     -   129,590.      655,430.      MT  (+/- 180 meters Scaled)
 LZ0941
 LZ0941                          SUPERSEDED SURVEY CONTROL
 LZ0941
 LZ0941  NGVD 29 (??/??/92)  191.945  (m)          629.74   (f) ADJ UNCH    1 2
 LZ0941
 LZ0941.Superseded values are not recommended for survey control.
 LZ0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0941.See file dsdata.txt to determine how the superseded data were derived.
 LZ0941
 LZ0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL252776(NAD 83)
 LZ0941_MARKER: DZ = AZIMUTH MARK DISK
 LZ0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0941_STAMPING: FISH 1958
 LZ0941_MARK LOGO: CGS   
 LZ0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0941+STABILITY: SURFACE MOTION
 LZ0941
 LZ0941  HISTORY     - Date     Condition        Report By
 LZ0941  HISTORY     - 1958     MONUMENTED       CGS
 LZ0941  HISTORY     - 1969     GOOD             NGS
 LZ0941  HISTORY     - 1975     GOOD             PADT
 LZ0941  HISTORY     - 1983     GOOD             NGS
 LZ0941
 LZ0941                          STATION DESCRIPTION
 LZ0941
 LZ0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ0941'1.6 MI N FROM COGAN STATION.
 LZ0941'ABOUT 1.65 MILES NORTH ALONG U.S. HIGHWAY 15 FROM THE POST
 LZ0941'OFFICE IN COGAN STATION, 31.5 FEET EAST OF THE CENTERLINE OF
 LZ0941'HIGHWAY, 1.5 FEET NORTHEAST OF TELEPHONE POLE NO. C 140, 2.5 FEET
 LZ0941'NORTHEAST OF A WOOD WITNESS POST, SET IN THE TOP OF A CONCRETE
 LZ0941'POST PROJECTING 3-INCHES AND IS ABOUT 6 FEET ABOVE THE LEVEL OF
 LZ0941'THE HIGHWAY.
 LZ0941
 LZ0941                          STATION RECOVERY (1975)
 LZ0941
 LZ0941'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 LZ0941'RECOVERED IN GOOD CONDITION.
 LZ0941
 LZ0941                          STATION RECOVERY (1983)
 LZ0941
 LZ0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LZ0941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4841 ***********************************************************************
 JV4841  DESIGNATION -  FISH PA W AND P CO 1934
 JV4841  PID         -  JV4841
 JV4841  STATE/COUNTY-  PA/LANCASTER
 JV4841  USGS QUAD   -  SAFE HARBOR (1995)
 JV4841
 JV4841                         *CURRENT SURVEY CONTROL
 JV4841  ___________________________________________________________________
 JV4841* NAD 83(1992)-  39 57 18.88840(N)    076 28 46.89258(W)     ADJUSTED  
 JV4841* NAVD 88     -        91.     (meters)     299.     (feet)  SCALED    
 JV4841  ___________________________________________________________________
 JV4841  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 JV4841  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 JV4841
 JV4841  HORZ ORDER  -  SECOND
 JV4841
 JV4841.The horizontal coordinates were established by classical geodetic methods
 JV4841.and adjusted by the National Geodetic Survey in June 2002..
 JV4841
 JV4841.The orthometric height was scaled from a topographic map.
 JV4841
 JV4841.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4841
 JV4841.The geoid height was determined by GEOID03.
 JV4841
 JV4841;                    North         East     Units Scale Factor Converg.
 JV4841;SPC PA S     -    69,834.687   708,543.143   MT  0.99999665   +0 49 27.0
 JV4841;SPC PA S     -   229,115.97  2,324,611.96   sFT  0.99999665   +0 49 27.0
 JV4841;UTM  18      - 4,423,838.284   373,608.992   MT  0.99979666   -0 57 01.3
 JV4841
 JV4841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4841!SPC PA S     -   0.99999103  x   0.99999665  =   0.99998768
 JV4841!UTM  18      -   0.99999103  x   0.99979666  =   0.99978769
 JV4841
 JV4841|---------------------------------------------------------------------|
 JV4841| PID    Reference Object                     Distance      Geod. Az  |
 JV4841|                                                           dddmmss.s |
 JV4841| JV4844 FISH 1934 RM 1 PA W AND P CO        193.480 METERS 31102     |
 JV4841| KW3084 LAUXMONT                            APPROX. 6.0 KM 3284142.0 |
 JV4841|---------------------------------------------------------------------|
 JV4841
 JV4841                          SUPERSEDED SURVEY CONTROL
 JV4841
 JV4841  NAD 83(1991)-  39 57 18.88426(N)    076 28 46.89532(W) AD(       ) 2
 JV4841  NAD 83(1986)-  39 57 18.88391(N)    076 28 46.89624(W) AD(       ) 2
 JV4841  NAD 27      -  39 57 18.52900(N)    076 28 48.02400(W) AD(       ) 2
 JV4841
 JV4841.Superseded values are not recommended for survey control.
 JV4841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4841.See file dsdata.txt to determine how the superseded data were derived.
 JV4841
 JV4841_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK7360923838(NAD 83)
 JV4841_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JV4841_SETTING: 0 = UNSPECIFIED SETTING
 JV4841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV4841
 JV4841  HISTORY     - Date     Condition        Report By
 JV4841  HISTORY     - 1934     MONUMENTED       PWPCO
 JV4841  HISTORY     - 1935     SEE DESCRIPTION  CGS
 JV4841  HISTORY     - 1950     MARK NOT FOUND   PWPCO
 JV4841
 JV4841                          STATION DESCRIPTION
 JV4841
 JV4841'DESCRIBED BY PENNSYLVANIA WATER AND POWER COMPANY 1934 (JB)
 JV4841'STATION MARK IS A 2-INCH IRON PIPE CAP ON A PIPE SET IN ROCK WITH
 JV4841'CEMENT.  THERE IS A CHISELED CROSS ON THE TOP OF THE CAP MARKING
 JV4841'THE STATION.
 JV4841'
 JV4841'REFERENCE MARK NO. 1 IS ON THE W ABUTMENT AT ENTRANCE TO CANAL,
 JV4841'BEGINNING AT THE SECOND FOOT BRIDGE MENTIONED ABOVE.  MARK IS SET
 JV4841'IN THE TOP OF THE ABUTMENT IN ROCK AT A POINT WHERE THE ABUTMENT
 JV4841'BENDS TO THE W.  MEASUREMENT IS TO BE MADE BY THE PENNSYLVANIA WATER
 JV4841'AND POWER CO. LATER.
 JV4841'
 JV4841'TO REACH THE STATION FROM WRIGHTSVILLE, GO S ON THE RIVER ROAD FROM
 JV4841'THE W END OF THE TOLL BRIDGE TO COLUMBIA FOR 5 MILES TO JUNCTION OF
 JV4841'RIVER ROAD WITH ROUTE 624, TAKE THE LEFT FORK AND GO 0.4 MILE TO
 JV4841'BRIDGE AT A CHURCH, FOLLOW ROAD AROUND TO THE LEFT AND BEAR RIGHT
 JV4841'AT THE MAIL BOX, GO 0.1 MILE TO A RED BRICK HOUSE ON THE RIGHT AND
 JV4841'END OF TRUCK TRAVEL.  CROSS FOOT BRIDGE OF TWO HEWED LOGS AND
 JV4841'TURN RIGHT, FOLLOW TRAIL 150 YARDS TO STATION, CROSSING ANOTHER FOOT
 JV4841'BRIDGE.
 JV4841
 JV4841                          STATION RECOVERY (1935)
 JV4841
 JV4841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CFM)
 JV4841'(LETTER FROM C.F. MERRIAM, DATED 11/22/35).  THIS STATION WAS
 JV4841'OCCUPIED (BY J.B. JR., 1934) JUST PRIOR TO THE RAISING OF THE NORMAL
 JV4841'POND ELEVATION OF LAKE CLARKS BY 2 FEET SO THAT THE STATION MARKER IS
 JV4841'NOW ORDINARILY UNDER WATER.  THIS FACT WAS RECOGNIZED AND IT WAS THE
 JV4841'UNDERSTANDING THAT REFERENCE MARK NO. 1 WOULD BE SUBSEQUENTLY USED AS
 JV4841'THE MARKER.  THE SECOND FOOT BRIDGE DESCRIBED WAS TEMPORARY, TO
 JV4841'ALLOW MEN TO CROSS A WASHED-OUT PLACE ON THE WAY TO THE STATION WHICH
 JV4841'IS ON A LONG SPIT OF LAND EXTENDING DOWNSTREAM FROM THE RIVER SIDE
 JV4841'OF LOCK NO. 2 OF THE ABANDONED SUSQUEHANNA AND TIDEWATER CANAL.  THE
 JV4841'STATION MARKER IS UNCHANGED, BUT WILL PROBABLY SOON BE COVERED BY
 JV4841'SILT AND MUD DEPOSITED BY THE RIVER.
 JV4841'
 JV4841'REFERENCE MARK NO. 1 MAY BETTER BE DESCRIBED AS A STANDARD MARKER SET
 JV4841'IN THE MASONRY ON THE DOWNSTREAM END OF THE SHORE SIDE WALL OF THE
 JV4841'ABANDONED CANAL LOCK.
 JV4841'
 JV4841'THIS STATION WAS ORIGINALLY ESTABLISHED BY ENGINEERS OF THE
 JV4841'PENNSYLVANIA WATER AND POWER COMPANY AS PART OF A
 JV4841'TRIANGULATION SYSTEM EXTENDING FROM COLUMBIA TO ABOUT A MILE BELOW
 JV4841'HOLTWOOD, PA.
 JV4841
 JV4841                          STATION RECOVERY (1950)
 JV4841
 JV4841'RECOVERY NOTE BY PENNSYLVANIA WATER AND POWER COMPANY 1950 (MLC)
 JV4841'STATION IS NOW COVERED BY WATER AND SILT AND IS PRESUMED TO BE LOST.
 JV4841'
 JV4841'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION AND THE ORIGINAL
 JV4841'DESCRIPTION IS ADEQUATE.
 JV4841'
 JV4841'A DIRECTION WAS MEASURED BY THIS PARTY FROM TURKEY HILL TO FISH R.M.
 JV4841'1 WHICH IS COMBINED WITH A PREVIOUS TRAVERSE (BY PA. WATER AND
 JV4841'POWER CO.) FROM FISH TO FISH R.M. 1 TO MAKE IT A CHECK POINT.
 JV4841'
 JV4841'FISH R.M. 1 WILL BE USED IN FUTURE WORK BY PA. WATER AND POWER CO. AS
 JV4841'CONTROL TO REPLACE FISH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1932 ***********************************************************************
 MA1932  DESIGNATION -  FISHER
 MA1932  PID         -  MA1932
 MA1932  STATE/COUNTY-  PA/CLARION
 MA1932  USGS QUAD   -  CORSICA (1987)
 MA1932
 MA1932                         *CURRENT SURVEY CONTROL
 MA1932  ___________________________________________________________________
 MA1932* NAD 83(1992)-  41 14 46.29418(N)    079 12 59.19227(W)     ADJUSTED  
 MA1932* NAVD 88     -       584.5    (meters)    1918.     (feet)  VERTCON   
 MA1932  ___________________________________________________________________
 MA1932  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 MA1932  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 MA1932
 MA1932  HORZ ORDER  -  FIRST
 MA1932
 MA1932.The horizontal coordinates were established by classical geodetic methods
 MA1932.and adjusted by the National Geodetic Survey in June 2002..
 MA1932
 MA1932.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA1932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA1932
 MA1932.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1932
 MA1932.The geoid height was determined by GEOID03.
 MA1932
 MA1932;                    North         East     Units Scale Factor Converg.
 MA1932;SPC PA N     -   120,925.763   477,091.467   MT  0.99996128   -0 58 12.4
 MA1932;SPC PA N     -   396,737.27  1,565,257.59   sFT  0.99996128   -0 58 12.4
 MA1932;UTM  17      - 4,567,621.183   649,443.606   MT  0.99987486   +1 10 34.0
 MA1932
 MA1932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1932!SPC PA N     -   0.99991344  x   0.99996128  =   0.99987473
 MA1932!UTM  17      -   0.99991344  x   0.99987486  =   0.99978831
 MA1932
 MA1932|---------------------------------------------------------------------|
 MA1932| PID    Reference Object                     Distance      Geod. Az  |
 MA1932|                                                           dddmmss.s |
 MA1932| MA1933 MCNAUGHTON                           22.428 METERS 00916     |
 MA1932| MA2302 LOT                                 APPROX.20.2 KM 0665825.3 |
 MA1932| CX4506 FISHER RM 1                          11.671 METERS 22018     |
 MA1932| MA1941 STRATTANVILLE LOOKOUT TOWER         APPROX.11.5 KM 2441456.4 |
 MA1932| MA1954 CLARION STATE TEACHERS COL STK      APPROX.14.2 KM 2542517.1 |
 MA1932| CX4507 FISHER RM 2                           7.016 METERS 31958     |
 MA1932|---------------------------------------------------------------------|
 MA1932
 MA1932                          SUPERSEDED SURVEY CONTROL
 MA1932
 MA1932  NAD 83(1986)-  41 14 46.29586(N)    079 12 59.19478(W) AD(       ) 1
 MA1932  NAD 27      -  41 14 46.06450(N)    079 13 00.04900(W) AD(       ) 1
 MA1932  NGVD 29 (07/19/86)  584.6    (m)         1918.     (f) VERT ANG       
 MA1932
 MA1932.Superseded values are not recommended for survey control.
 MA1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1932.See file dsdata.txt to determine how the superseded data were derived.
 MA1932
 MA1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF4944467621(NAD 83)
 MA1932_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1932
 MA1932  HISTORY     - Date     Condition        Report By
 MA1932  HISTORY     - 1958     MONUMENTED       CGS
 MA1932  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MA1932  HISTORY     - 1981     GOOD             LOCENG
 MA1932
 MA1932                          STATION DESCRIPTION
 MA1932
 MA1932'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 MA1932'STATION IS ABOUT 6-1/2 MILES NORTHEAST OF STRATTANVILLE, 4-1/2 MILES
 MA1932'NORTH OF CORSICA, 1-3/4 MILES SOUTHEAST OF THE FISHER POST
 MA1932'OFFICE.
 MA1932'
 MA1932'TO REACH THE STATION FROM THE POST OFFICE IN STRATTANVILLE, GO EAST
 MA1932'ON U.S. HIGHWAY 322 FOR 0.15 MILES TO A SIDE ROAD TURN NORTH
 MA1932'ACCORDING TO DIRECTIONS ON ROAD SIGN (FISHER - 7 MILES) AND GO 0.3
 MA1932'MILES TO A FORK.  KEEP RIGHT FORK AND CONTINUE NORTH ON MAIN
 MA1932'ROAD FOR 3.4 MILES TO A STEEL BRIDGE.  CROSS BRIDGE AND CONTINUE ON
 MA1932'MAIN ROAD FOR 3.2 MILES TO A RESERVE FORK JUST SOUTH OF THE FISHER
 MA1932'POST OFFICE.  TURN SHARP RIGHT AND GO SOUTH FOR 0.05 MILES TO A
 MA1932'T-ROAD LEFT.  TURN LEFT (EAST) ON SURFACED ROAD AND GO 0.9 MILES TO A
 MA1932'T-ROAD INTERSECTION AT THE END OF THE SURFACED ROAD.  TURN LEFT ON
 MA1932'DIRT ROAD AND GO 0.4 MILES TO A T-ROAD, TURN RIGHT AND GO 0.85 MILES
 MA1932'TO THE MCNAUGHTON HOME AT THE END OF THE ROAD.  BEAR LEFT
 MA1932'(UPHILL) ON A TRACK ROAD AND PROCEED EAST AND SOUTH FOR 0.35 MILES TO
 MA1932'THE SUMMIT OF A LOW HILL AND STATION.
 MA1932'
 MA1932'STATION IS AT THE END OF THE TRACK ROAD, 48 FEET EAST OF A 6 INCH
 MA1932'TRIANGULAR BLAZED SASSAFRAS TREE AND 16 FEET SOUTH OF A
 MA1932'TRIANGULAR BLAZED 3 INCH ASPEN TREE WITH THREE TRUNKS.  STATION IS
 MA1932'MARKED BY A STANDARD STATION DISK STAMPED, FISHER 1958 SET IN
 MA1932'THE CENTER OF A 10 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 MA1932'GROUND.
 MA1932'
 MA1932'RM 1 IS 47 FEET SOUTHEAST OF THE BLAZED SASSAFRAS TREE AND 40 FEET
 MA1932'SOUTH OF THE BLAZED ASPEN TREE.  MARKED BY A CENTER- PUNCHED
 MA1932'STAINLESS STEEL PEG, BEARING THE PUNCHED NUMERAL - 1, SET IN THE
 MA1932'CENTER OF A 5 INCH SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES.
 MA1932'
 MA1932'RM 2 IS 67 FEET NORTHEAST OF THE BLAZED ASPEN TREE, 37 FEET
 MA1932'NORTH-NORTHWEST OF THE BLAZED SASSAFRAS TREE, 35 FEET WEST-
 MA1932'SOUTHWEST OF A LOW, 6 INCH APPLE TREE.  MARKED BY A CENTER-PUNCHED
 MA1932'STAINLESS STEEL PEG, BEARING THE PUNCHED NUMERAL - 2, SET IN THE
 MA1932'CENTER OF A 5 INCH SQUARE CONCRETE MONUMENT PROJECTING 5 INCHES.
 MA1932'
 MA1932'RM 3 IS 54 FEET NORTHEAST OF THE BLAZED 6 INCH SASSAFRAS TREE AND 22
 MA1932'FEET NORTH OF THE BLAZED ASPEN TREE.  MARKED BY A GEOLOGICAL SURVEY
 MA1932'DISK, UNSTAMPED, SET IN THE CENTER OF A 7 BY 8 INCH STONE MONUMENT
 MA1932'PROJECTING 3 INCHES.
 MA1932
 MA1932                          STATION RECOVERY (1967)
 MA1932
 MA1932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MA1932'THE STATION, REFERENCE MARKS 2 AND 3 RECOVERED IN GOOD CONDITION.
 MA1932'REFERENCE MARK 1 HAS BEEN HIT BY MACHINERY AND IS LEANING.  THE
 MA1932'MEASUREMENTS TO THE REFERENCE MARKS ARE TURNED AROUND IN THE 1958
 MA1932'DESCRIPTION.  THE 1958 DESCRIPTION IS ADEQUATE.
 MA1932'
 MA1932'THIS STATION WAS VISITED BY A LIGHTKEEPER.
 MA1932
 MA1932                          STATION RECOVERY (1981)
 MA1932
 MA1932'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JRS)
 MA1932'RM 2 RECOVERED GOOD.
 MA1932'
 MA1932'RM 1 NOT FOUND.
 MA1932'
 MA1932'RM 3 NOT FOUND.
 MA1932'
 MA1932'FISHER NOT FOUND.
 MA1932'
 MA1932'THERE IS A MICROWAVE TOWER AND FACILITY ON THIS HILL.  CONSTRUCTION
 MA1932'OF THIS FACILITY PRESUMABLY DESTROYED THE REFERENCE MARKS AND
 MA1932'STATION.  WE DID NOT DIG FOR MARKS.  PLEASE ADVISE WHEN FISHER IS
 MA1932'RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3141 ***********************************************************************
 KW3141  DESIGNATION -  FISHER
 KW3141  PID         -  KW3141
 KW3141  STATE/COUNTY-  PA/DAUPHIN
 KW3141  USGS QUAD   -  HALIFAX (1977)
 KW3141
 KW3141                         *CURRENT SURVEY CONTROL
 KW3141  ___________________________________________________________________
 KW3141* NAD 83(1992)-  40 29 42.85563(N)    076 53 39.78681(W)     ADJUSTED  
 KW3141* NAVD 88     -       201.1    (meters)     660.     (feet)  VERTCON   
 KW3141  ___________________________________________________________________
 KW3141  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 KW3141  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KW3141
 KW3141  HORZ ORDER  -  SECOND
 KW3141
 KW3141.The horizontal coordinates were established by classical geodetic methods
 KW3141.and adjusted by the National Geodetic Survey in June 2002..
 KW3141
 KW3141.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW3141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW3141
 KW3141.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3141
 KW3141.The geoid height was determined by GEOID03.
 KW3141
 KW3141;                    North         East     Units Scale Factor Converg.
 KW3141;SPC PA S     -   129,363.651   672,529.629   MT  0.99995980   +0 33 18.4
 KW3141;SPC PA S     -   424,420.58  2,206,457.62   sFT  0.99995980   +0 33 18.4
 KW3141;UTM  18      - 4,484,449.857   339,465.442   MT  0.99991723   -1 13 49.6
 KW3141
 KW3141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3141!SPC PA S     -   0.99997379  x   0.99995980  =   0.99993360
 KW3141!UTM  18      -   0.99997379  x   0.99991723  =   0.99989103
 KW3141
 KW3141:                Primary Azimuth Mark                     Grid Az
 KW3141:SPC PA S     -  FISHER AZ MK                             134 20 16.5
 KW3141:UTM  18      -  FISHER AZ MK                             136 07 24.5
 KW3141
 KW3141|---------------------------------------------------------------------|
 KW3141| PID    Reference Object                     Distance      Geod. Az  |
 KW3141|                                                           dddmmss.s |
 KW3141| CB3322 FISHER AZ MK                                       1345334.9 |
 KW3141| CB3323 FISHER RM 1                          11.492 METERS 19545     |
 KW3141| KW3138 PETERS MTN AIRWAY BEACON            APPROX. 9.7 KM 1980546.5 |
 KW3141| CB3324 FISHER RM 2                           8.651 METERS 27855     |
 KW3141|---------------------------------------------------------------------|
 KW3141
 KW3141                          SUPERSEDED SURVEY CONTROL
 KW3141
 KW3141  NAD 83(1986)-  40 29 42.85333(N)    076 53 39.78489(W) AD(       ) 2
 KW3141  NAD 27      -  40 29 42.54970(N)    076 53 40.88266(W) AD(       ) 2
 KW3141  NGVD 29 (07/19/86)  201.3    (m)          660.     (f) VERT ANG       
 KW3141
 KW3141.Superseded values are not recommended for survey control.
 KW3141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3141.See file dsdata.txt to determine how the superseded data were derived.
 KW3141
 KW3141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK3946584450(NAD 83)
 KW3141_MARKER: DS = TRIANGULATION STATION DISK
 KW3141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3141_STAMPING: FISHER 1942
 KW3141_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW3141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW3141
 KW3141  HISTORY     - Date     Condition        Report By
 KW3141  HISTORY     - 1942     MONUMENTED       CGS
 KW3141  HISTORY     - 1966     GOOD             CGS
 KW3141  HISTORY     - 1989     GOOD             USPSQD
 KW3141  HISTORY     - 19950520 SEE DESCRIPTION  STEWRT
 KW3141  HISTORY     - 20060729 MARK NOT FOUND   GEOCAC
 KW3141
 KW3141                          STATION DESCRIPTION
 KW3141
 KW3141'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW3141'STATION IS LOCATED ABOUT 2.75 MILES NE OF HALIFAX, AND 0.75 MILE SW
 KW3141'OF FISHERVILLE, AND 2.5 MILES E OF THE SUSQUEHANNA RIVER, ON
 KW3141'PROPERTY OWNED BY GEORGE F. FETTERHUFF.  IT IS IN THE S EDGE OF A
 KW3141'WHEAT FIELD, 2 FEET NE OF A N-S FENCE LINE, 14 FEET E OF THE CENTER
 KW3141'OF A DIRT ROAD, 42 FEET S OF A TRIANGULAR-BLAZED 12-INCH OAK TREE,
 KW3141'AND 13 FEET N OF A TRIANGULAR-BLAZED 5-INCH TREE.  THE
 KW3141'DISK IS STAMPED FISHER 1942 AND PROJECTS 4 INCHES.
 KW3141'
 KW3141'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KW3141'BRONZE DISKS SET IN CONCRETE.
 KW3141'
 KW3141'REFERENCE MARK NO. 1 IS SSW OF THE STATION, SET IN THE N-S FENCE
 KW3141'LINE, AND 8 FEET W OF THE CENTER OF THE DIRT ROAD.  THE DISK IS
 KW3141'STAMPED FISHER NO. 1, 1942 AND PROJECTS 6 INCHES.
 KW3141'
 KW3141'REFERENCE MARK NO. 2 IS W OF THE STATION, SET IN THE N-S FENCE LINE,
 KW3141'AND 8 FEET W OF THE CENTER OF THE DIRT ROAD.  THE DISK IS STAMPED
 KW3141'FISHER NO. 2, 1942, AND PROJECTS 2 INCHES.
 KW3141'
 KW3141'THE AZIMUTH MARK IS ABOUT 0.3 MILE E OF THE STATION, 15 FEET E OF THE
 KW3141'CENTER OF STATE HIGHWAY 225, AND 2 FEET N OF POWER LINE POLE NO. P.P.
 KW3141'AND L.C. CO. 39579.  THE DISK IS STAMPED FISHER 1942 AND PROJECTS 2
 KW3141'INCHES.  TO REACH FROM THE STATION, GO E ON DIRT ROAD FOR 0.3
 KW3141'MILE TO STATE HIGHWAY 225, TURN LEFT AND GO 0.05 MILE TO THE MARK ON
 KW3141'THE RIGHT.
 KW3141'
 KW3141'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 225
 KW3141'IN HALIFAX, GO N AND E ON STATE HIGHWAY 225 FOR 0.1 MILE, TURN
 KW3141'RIGHT WITH STATE HIGHWAY 225 AND GO 2.6 MILES TO A SIDE ROAD LEFT AT
 KW3141'A LARGE YELLOW PAINTED BARN ON THE LEFT, TURN LEFT AND GO N ON DIRT
 KW3141'ROAD FOR 0.3 MILE TO THE TOP OF THE HILL AND MARK ON THE RIGHT.
 KW3141
 KW3141                          STATION RECOVERY (1966)
 KW3141
 KW3141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW3141'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION
 KW3141'AS DESCRIBED IN THE 1942 DESCRIPTION.  A SHORTER DISTANCE OF 0.05
 KW3141'FOOT OR 0.017 METERS WAS FOUND TO REFERENCE MARK NUMBER 2.  THE
 KW3141'DIRECTION TO ST. PAULS CHURCH SPIRE HAS CHANGED DUE TO REMODELING.
 KW3141'THE 1942 DESCRIPTION IS ADEQUATE.
 KW3141'
 KW3141'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.75 MILES NE
 KW3141'OF HALIFAX.
 KW3141
 KW3141                          STATION RECOVERY (1989)
 KW3141
 KW3141'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW3141'RECOVERED IN GOOD CONDITION.
 KW3141
 KW3141                          STATION RECOVERY (1995)
 KW3141
 KW3141'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1995 (JMS)
 KW3141'RM 1 FOUND DESTROYED - TOP BROKEN OFF BASE.  RM 2 FOUND IN GOOD
 KW3141'CONDITION.  STATION NOT FOUND - PULLED TIES FROM RM-2 AND RM-1 AFTER
 KW3141'SETTING TOP ON TO BASE - DUG 1 FT (0.3 M) NEW HOME CONSTRUCTION AND
 KW3141'GRADING IN THIS AREA.
 KW3141
 KW3141                          STATION RECOVERY (2006)
 KW3141
 KW3141'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW3141'ROAD HAS BEEN WIDENED AND SHIFTED. AREA ACROSS THE ROAD FROM THE
 KW3141'PREVIOUSLY NOT FOUND STATION HAS BEEN GRADED AWAY AND AN ACCESS TO THE
 KW3141'FARM FIELDS HAS BEEN CUT INTO THE BANK. NO EVIDENCE OF THE MARK OR
 KW3141'REFERENCE MARKS. AZIMUTH MARK NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5703 ***********************************************************************
 KV5703  DESIGNATION -  FISHER 2
 KV5703  PID         -  KV5703
 KV5703  STATE/COUNTY-  PA/PHILADELPHIA
 KV5703  USGS QUAD   -  BEVERLY (1973)
 KV5703
 KV5703                         *CURRENT SURVEY CONTROL
 KV5703  ___________________________________________________________________
 KV5703* NAD 83(1992)-  40 02 37.09929(N)    074 59 14.46610(W)     ADJUSTED  
 KV5703* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KV5703  ___________________________________________________________________
 KV5703  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 KV5703  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KV5703
 KV5703  HORZ ORDER  -  SECOND
 KV5703
 KV5703.The horizontal coordinates were established by classical geodetic methods
 KV5703.and adjusted by the National Geodetic Survey in June 2002..
 KV5703
 KV5703.The orthometric height was scaled from a topographic map.
 KV5703
 KV5703.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5703
 KV5703.The geoid height was determined by GEOID03.
 KV5703
 KV5703;                    North         East     Units Scale Factor Converg.
 KV5703;SPC PA S     -    82,555.812   835,720.863   MT  0.99998458   +1 47 32.6
 KV5703;SPC PA S     -   270,851.86  2,741,860.86   sFT  0.99998458   +1 47 32.6
 KV5703;SPC NJ       -   134,473.139   108,413.735   MT  0.99992128   -0 18 48.8
 KV5703;SPC NJ       -   441,183.96    355,687.40   sFT  0.99992128   -0 18 48.8
 KV5703;UTM  18      - 4,432,600.781   501,078.968   MT  0.99960001   +0 00 29.3
 KV5703
 KV5703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5703!SPC PA S     -   1.00000522  x   0.99998458  =   0.99998980
 KV5703!SPC NJ       -   1.00000522  x   0.99992128  =   0.99992650
 KV5703!UTM  18      -   1.00000522  x   0.99960001  =   0.99960522
 KV5703
 KV5703|---------------------------------------------------------------------|
 KV5703| PID    Reference Object                     Distance      Geod. Az  |
 KV5703|                                                           dddmmss.s |
 KV5703| CB5931 FISHER 2 RM 1                        18.409 METERS 02024     |
 KV5703| KV5690 RANCOCAS R RANGE REAR LIGHT         APPROX. 1.8 KM 0951425.4 |
 KV5703| KV5740 RIVERSIDE METAL CO TANK             APPROX. 2.5 KM 0961038.7 |
 KV5703| KV5689 RANCOCAS R RANGE FRONT LIGHT        APPROX. 1.5 KM 0971833.6 |
 KV5703| KV5739 RIVERSIDE KEYSTONE WATCH TANK       APPROX. 2.5 KM 0992914.8 |
 KV5703| KV5742 RIVERSIDE FLORENCE THREAD TANK      APPROX. 2.3 KM 1080048.8 |
 KV5703| KV5758 FILTER PLANT 2                      APPROX. 1.4 KM 2251027.9 |
 KV5703| KV5717 TORRESDALE SUPT HATCHERIES HSE      APPROX. 0.7 KM 2401404.2 |
 KV5703| CB5932 FISHER 2 RM 2                        39.443 METERS 28123     |
 KV5703|---------------------------------------------------------------------|
 KV5703
 KV5703                          SUPERSEDED SURVEY CONTROL
 KV5703
 KV5703  NAD 83(1996)-  40 02 37.09929(N)    074 59 14.46610(W) AD(       ) 2
 KV5703  NAD 83(1986)-  40 02 37.09826(N)    074 59 14.46701(W) AD(       ) 2
 KV5703  NAD 27      -  40 02 36.69600(N)    074 59 15.85400(W) AD(       ) 2
 KV5703
 KV5703.Superseded values are not recommended for survey control.
 KV5703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5703.See file dsdata.txt to determine how the superseded data were derived.
 KV5703
 KV5703_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0107932601(NAD 83)
 KV5703
 KV5703  HISTORY     - Date     Condition        Report By
 KV5703  HISTORY     - 1911     MONUMENTED       CGS
 KV5703  HISTORY     - 1935     GOOD             CGS
 KV5703  HISTORY     - 1947     SEE DESCRIPTION  CGS
 KV5703
 KV5703                          STATION DESCRIPTION
 KV5703
 KV5703'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5703'AT TORRESDALE, 500 FEET E OF INTERSECTION OF ARENDELL AVENUE AND
 KV5703'GERMANIA STREET, ON PROPERTY OF MRS. FISHER, AT FRONT CENTER OF
 KV5703'WHARF IN FRONT OF LARGE STONE HOUSE, 22.29 FEET NW OF SE CORNER OF
 KV5703'WHARF, 5.44 FEET INSHORE FROM WHARF FRONT, 77.15 FEET SE OF SW
 KV5703'CORNER HOUSE, 82.65 FEET SW OF SE CORNER HOUSE.  STATION MARKED
 KV5703'ACCORDING TO NOTES 6B AND 10A.  NO REFERENCE MARKS WERE FOUND.
 KV5703'NEW REFERENCE MARKS NO. 1 AND 2, STANDARD TABLETS IN TOP OF RIVER
 KV5703'WALL.
 KV5703'
 KV5703'MAIN SCHEME STATION.  ELEVATION SIGNAL AND INSTRUMENT 1.5 METERS.
 KV5703
 KV5703                          STATION RECOVERY (1947)
 KV5703
 KV5703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5703'THE STATION MARK WAS FOUND DESTROYED IN 1939 AND THE U.S.E. REPLACED
 KV5703'THE ORIGINAL STATION WITH A 1-INCH IRON PIPE SET IN CONCRETE WITH
 KV5703'MEASUREMENTS FROM R.M.S 1 AND 2.
 KV5703'
 KV5703'THE 1935 DESCRIPTION IS ADEQUATE FOR PRESENT DAY RECOVERY WITH THE
 KV5703'FOLLOWING CHANGES-
 KV5703'
 KV5703'1. CHANGE MRS. FISHER TO PHILLIPS ESTATE.
 KV5703'
 KV5703'2. DELETE REFERENCE TO LARGE STONE HOUSE.  (STONE HOUSE IS IN RUINS
 KV5703'AND THE CORNER ARE NOT DEFINITE.)
 KV5703'
 KV5703'3. ADD NEW STATION MARK (IRON PIPE) IS 1.7 METERS INSHORE OF THE
 KV5703'OUTSIDE EDGE OF SHEET-PILING BULKHEAD AND IS 3 FEET BELOW GROUND.
 KV5703'4. CHANGE DISTANCE OF R.M. 2
 KV5703'FROM STATION TO 18.409 METERS AND DISTANCE OF R.M. 1 TO 39.443
 KV5703'METERS.  (DISTANCES REVERSED IN 1935 DESCRIPTION.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0965 ***********************************************************************
 KW0965  DESIGNATION -  FISHING
 KW0965  PID         -  KW0965
 KW0965  STATE/COUNTY-  PA/YORK
 KW0965  USGS QUAD   -  STEELTON (1987)
 KW0965
 KW0965                         *CURRENT SURVEY CONTROL
 KW0965  ___________________________________________________________________
 KW0965* NAD 83(1992)-  40 10 43.56684(N)    076 50 12.80941(W)     ADJUSTED  
 KW0965* NAVD 88     -       165.830  (meters)     544.06   (feet)  ADJUSTED  
 KW0965  ___________________________________________________________________
 KW0965  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 KW0965  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KW0965  DYNAMIC HT  -         165.744 (meters)     543.78  (feet)  COMP
 KW0965  MODELED GRAV-     980,107.6   (mgal)                       NAVD 88
 KW0965
 KW0965  HORZ ORDER  -  SECOND
 KW0965  VERT ORDER  -  SECOND    CLASS 0
 KW0965
 KW0965.The horizontal coordinates were established by classical geodetic methods
 KW0965.and adjusted by the National Geodetic Survey in June 2002..
 KW0965
 KW0965.The orthometric height was determined by differential leveling
 KW0965.and adjusted by the National Geodetic Survey in June 1991..
 KW0965
 KW0965.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW0965
 KW0965.The geoid height was determined by GEOID03.
 KW0965
 KW0965.The dynamic height is computed by dividing the NAVD 88
 KW0965.geopotential number by the normal gravity value computed on the
 KW0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0965.degrees latitude (g = 980.6199 gals.).
 KW0965
 KW0965.The modeled gravity was interpolated from observed gravity values.
 KW0965
 KW0965;                    North         East     Units Scale Factor Converg.
 KW0965;SPC PA S     -    94,274.562   677,766.474   MT  0.99997070   +0 35 32.7
 KW0965;SPC PA S     -   309,299.13  2,223,638.84   sFT  0.99997070   +0 35 32.7
 KW0965;UTM  18      - 4,449,216.804   343,608.602   MT  0.99990109   -1 11 07.3
 KW0965
 KW0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW0965!SPC PA S     -   0.99997936  x   0.99997070  =   0.99995006
 KW0965!UTM  18      -   0.99997936  x   0.99990109  =   0.99988045
 KW0965
 KW0965|---------------------------------------------------------------------|
 KW0965| PID    Reference Object                     Distance      Geod. Az  |
 KW0965|                                                           dddmmss.s |
 KW0965| KW0966 FISHING RM 1                         16.554 METERS 05435     |
 KW0965| KW0967 FISHING AZ MK                                      1551518.3 |
 KW0965| KW0964 FISHING RM 2                         15.280 METERS 28222     |
 KW0965| KW3092 FROGTOWN AIRWAY BEACON              APPROX. 3.0 KM 2992258.0 |
 KW0965|---------------------------------------------------------------------|
 KW0965
 KW0965                          SUPERSEDED SURVEY CONTROL
 KW0965
 KW0965  NAD 83(1986)-  40 10 43.56095(N)    076 50 12.80987(W) AD(       ) 2
 KW0965  NAD 27      -  40 10 43.23150(N)    076 50 13.90820(W) AD(       ) 2
 KW0965  NGVD 29 (??/??/??)  166.043  (m)          544.76   (f) ADJUSTED    2 0
 KW0965
 KW0965.Superseded values are not recommended for survey control.
 KW0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0965.See file dsdata.txt to determine how the superseded data were derived.
 KW0965
 KW0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK4360949217(NAD 83)
 KW0965_MARKER: DS = TRIANGULATION STATION DISK
 KW0965_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KW0965_SP_SET: SIDEWALK
 KW0965_STAMPING: FISHING 1960
 KW0965_MARK LOGO: CGS   
 KW0965_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW0965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0965
 KW0965  HISTORY     - Date     Condition        Report By
 KW0965  HISTORY     - 1960     MONUMENTED       CGS
 KW0965  HISTORY     - 1961     GOOD             CGS
 KW0965  HISTORY     - 1967     GOOD             CGS
 KW0965  HISTORY     - 19910411 MARK NOT FOUND   LOCSUR
 KW0965
 KW0965                          STATION DESCRIPTION
 KW0965
 KW0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW0965'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHEAST OF NEW CUMBERLAND,
 KW0965'4.0 MILES NORTHWEST OF NEWBERRYTOWN, 3-1/2 MILES
 KW0965'NORTH-NORTHEAST OF LEWISBURRY, ABOUT 100 YARDS NORTHEAST OF THE
 KW0965'FISHING CREEK PUBLIC SCHOOL BUILDING AND IN CENTER OF THE
 KW0965'SOUTH SIDEWALK OF THE BRIDGE OF THE INTERCHANGE OF U.S. HIGHWAY 111
 KW0965'AND THE PROPOSED INTERSTATE ROUTE 83.
 KW0965'
 KW0965'TO REACH THE STATION FROM THE TRAFFIC INTERCHANGE BRIDGE AT
 KW0965'NEWBERRYTOWN, GO NORTH-NORTHWEST ON U.S. HIGHWAY 111 FOR 3.84
 KW0965'MILE TO TRAFFIC INTERCHANGE.  TURN RIGHT AND FOLLOW INTERCHANGE FOR
 KW0965'0.1 MILE, THENCE, TURN LEFT AND GO WEST-NORTHWEST FOR 0.1
 KW0965'MILE TO THE CENTER OF THE CONCRETE BRIDGE AND STATION ON THE LEFT.
 KW0965'
 KW0965'THE STATION MARK, A STANDARD DISK STAMPED FISHING 1960, IS CEMENTED
 KW0965'IN A DRILL HOLE IN TOP OF THE CONCRETE SIDEWALK ON THE SOUTH
 KW0965'SIDE OF THE BRIDGE.  IT IS 22.6 FEET SOUTH OF THE CENTERLINE OF THE
 KW0965'CONCRETE BRIDGE, 3.3 FEET NORTH OF SOUTH GUARDRAIL AND
 KW0965'PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE FLOOR OF THE BRIDGE.
 KW0965'
 KW0965'REFERENCE MARK 1, A STANDARD DISK STAMPED FISHING NO 1 1960, IS
 KW0965'CEMENTED IN A DRILL HOLE IN TOP OF THE NORTH CONCRETE CURBING OF
 KW0965'THE CONCRETE BRIDGE.  IT IS 50.2 FEET WEST OF THE EAST END OF THE
 KW0965'BRIDGE, 18.6 FEET NORTH OF THE CENTERLINE OF THE BRIDGE, PROJECTS
 KW0965'ABOUT 6 INCHES ABOVE THE SURFACE OF THE BRIDGE AND IS ABOUT THE SAME
 KW0965'ELEVATION AS THE STATION.
 KW0965'
 KW0965'REFERENCE MARK 2, A STANDARD DISK STAMPED FISHING NO 2 1960, IS
 KW0965'CEMENTED IN A DRILL HOLE IN THE TOP OF THE SOUTH SIDEWALK OF
 KW0965'THE BRIDGE.  IT IS 6.6 FEET EAST OF THE WEST END OF THE BRIDGE, 1.5
 KW0965'FEET NORTH OF THE SOUTH GUARDRAIL, 23.9 FEET SOUTH OF THE
 KW0965'CENTERLINE OF THE CONCRETE BRIDGE, PROJECTS ABOUT 6 INCHES ABOVE THE
 KW0965'SURFACE OF THE CONCRETE FLOOR OF THE BRIDGE AND IS ABOUT THE
 KW0965'SAME ELEVATION AS THE STATION.
 KW0965'
 KW0965'AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE HEAD
 KW0965'WALL OF A CONCRETE BOX CULVERT WHICH IS FLUSH.  IT IS 1.6
 KW0965'FEET NORTH-NORTHWEST OF A STANDARD METAL WITNESS POST, 20 FEET
 KW0965'WEST-SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND
 KW0965'TRAFFIC LANE OF HIGHWAY 111, ABOUT 6 INCHES LOWER THAN THE HIGHWAY
 KW0965'AND THE DISK IS STAMPED FISHING 1960.
 KW0965'
 KW0965'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY 111
 KW0965'FOR 0.4 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 KW0965'
 KW0965'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 KW0965
 KW0965                          STATION RECOVERY (1961)
 KW0965
 KW0965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 KW0965'6.4 MI S FROM LEMOYNE.
 KW0965'ABOUT 6.4 MILES SOUTH ALONG INTERSTATE HIGHWAY 83 (U.S. HIGHWAY
 KW0965'111) FROM THE POST OFFICE IN LEMOYNE, SET IN THE TOP AND CENTER
 KW0965'OF THE SOUTHWEST SIDEWALK OF A 227.0 FOOT LONG CONCRETE BRIDGE
 KW0965'OVER INTERSTATE HIGHWAY 83 (U.S. HIGHWAY 111), ABOUT 400.0 FEET
 KW0965'EAST OF THE EAST WING OF THE FISHING ELEMENTARY SCHOOL, 114.0
 KW0965'FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE BRIDGE, 113.0 FEET
 KW0965'NORTHWEST OF THE SOUTHEAST CORNER OF THE BRIDGE, 21.0 FEET
 KW0965'SOUTHWEST OF THE CENTERLINE OF THE BRIDGE AND BLACKTOP ROAD, 3.0
 KW0965'FEET NORTHEAST OF THE SOUTHWEST BANISTER, 2.4 FEET SOUTHWEST OF
 KW0965'THE NORTHEAST EDGE OF SIDEWALK AND IS ABOUT 6 INCHES ABOVE THE
 KW0965'LEVEL OF THE BRIDGE FLOOR.
 KW0965
 KW0965                          STATION RECOVERY (1967)
 KW0965
 KW0965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLM)
 KW0965'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE
 KW0965'1960 DESCRIPTION IS ADEQUATE.
 KW0965'
 KW0965'THE RMS WERE RECOVERED BUT THE AZIMUTH MARK WAS NOT FOUND.
 KW0965'
 KW0965'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4-1/2 MILES
 KW0965'SOUTHEAST OF NEW CUMBERLAND.
 KW0965
 KW0965                          STATION RECOVERY (1991)
 KW0965
 KW0965'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1991
 KW0965'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0967 ***********************************************************************
 KW0967  DESIGNATION -  FISHING AZ MK
 KW0967  PID         -  KW0967
 KW0967  STATE/COUNTY-  PA/YORK
 KW0967  USGS QUAD   -  STEELTON (1987)
 KW0967
 KW0967                         *CURRENT SURVEY CONTROL
 KW0967  ___________________________________________________________________
 KW0967* NAD 83(1986)-  40 10 25.     (N)    076 50 02.     (W)     SCALED    
 KW0967* NAVD 88     -       157.940  (meters)     518.17   (feet)  ADJUSTED  
 KW0967  ___________________________________________________________________
 KW0967  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KW0967  DYNAMIC HT  -         157.858 (meters)     517.91  (feet)  COMP
 KW0967  MODELED GRAV-     980,106.7   (mgal)                       NAVD 88
 KW0967
 KW0967  VERT ORDER  -  SECOND    CLASS 0
 KW0967
 KW0967.The horizontal coordinates were scaled from a topographic map and have
 KW0967.an estimated accuracy of +/- 6 seconds.
 KW0967
 KW0967.The orthometric height was determined by differential leveling
 KW0967.and adjusted by the National Geodetic Survey in June 1991..
 KW0967
 KW0967.The geoid height was determined by GEOID03.
 KW0967
 KW0967.The dynamic height is computed by dividing the NAVD 88
 KW0967.geopotential number by the normal gravity value computed on the
 KW0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0967.degrees latitude (g = 980.6199 gals.).
 KW0967
 KW0967.The modeled gravity was interpolated from observed gravity values.
 KW0967
 KW0967;                    North         East    Units  Estimated Accuracy
 KW0967;SPC PA S     -    93,710.      678,030.      MT  (+/- 180 meters Scaled)
 KW0967
 KW0967                          SUPERSEDED SURVEY CONTROL
 KW0967
 KW0967  NGVD 29 (??/??/??)  158.154  (m)          518.88   (f) ADJUSTED    2 0
 KW0967
 KW0967.Superseded values are not recommended for survey control.
 KW0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0967.See file dsdata.txt to determine how the superseded data were derived.
 KW0967
 KW0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK438486(NAD 83)
 KW0967_MARKER: DZ = AZIMUTH MARK DISK
 KW0967_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0967_SP_SET: CULVERT
 KW0967_STAMPING: FISHING 1961
 KW0967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0967
 KW0967  HISTORY     - Date     Condition        Report By
 KW0967  HISTORY     - 1960     MONUMENTED       CGS
 KW0967  HISTORY     - 20030412 MARK NOT FOUND   USPSQD
 KW0967
 KW0967                          STATION DESCRIPTION
 KW0967
 KW0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0967'6.9 MI S FROM LEMOYNE.
 KW0967'ABOUT 6.9 MILES SOUTH ALONG U.S. HIGHWAY (INTERSTATE HIGHWAY 83)
 KW0967'FROM THE POST OFFICE IN LEMOYNE, 20.2 FEET SOUTHWEST OF THE
 KW0967'CENTERLINE OF THE SOUTH BOUND TRAFFIC LANE OF U.S. HIGHWAY 83
 KW0967'(INTERSTATE HIGHWAY 83) AND 1.6 FEET NORTH-NORTHWEST OF A
 KW0967'STANDARD METAL WITNESS POST AND MARKER.  SET IN TOP OF THE WEST
 KW0967'HEADWALL OF A BOX CONCRETE CULVERT UNDER U.S. HIGHWAY 111 AND
 KW0967'INTERSTATE HIGHWAY 83 AND IS ABOUT 6 INCHES BELOW THE LEVEL OF THE
 KW0967'HIGHWAY.
 KW0967
 KW0967                          STATION RECOVERY (2003)
 KW0967
 KW0967'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPP)
 KW0967'THE HIGHWAY HAS BEEN WIDENED.  THE CULVERT HAS BEEN REBUILT.  THE MARK
 KW0967'IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0207 ***********************************************************************
 LZ0207  DESIGNATION -  FISHING CREEK
 LZ0207  PID         -  LZ0207
 LZ0207  STATE/COUNTY-  PA/COLUMBIA
 LZ0207  USGS QUAD   -  BLOOMSBURG (1983)
 LZ0207
 LZ0207                         *CURRENT SURVEY CONTROL
 LZ0207  ___________________________________________________________________
 LZ0207* NAD 83(1986)-  41 01 20.     (N)    076 28 25.     (W)     SCALED    
 LZ0207* NAVD 88     -       150.794  (meters)     494.73   (feet)  ADJUSTED  
 LZ0207  ___________________________________________________________________
 LZ0207  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 LZ0207  DYNAMIC HT  -         150.732 (meters)     494.53  (feet)  COMP
 LZ0207  MODELED GRAV-     980,208.3   (mgal)                       NAVD 88
 LZ0207
 LZ0207  VERT ORDER  -  SECOND    CLASS 0
 LZ0207
 LZ0207.The horizontal coordinates were scaled from a topographic map and have
 LZ0207.an estimated accuracy of +/- 6 seconds.
 LZ0207
 LZ0207.The orthometric height was determined by differential leveling
 LZ0207.and adjusted by the National Geodetic Survey in June 1991..
 LZ0207
 LZ0207.The geoid height was determined by GEOID03.
 LZ0207
 LZ0207.The dynamic height is computed by dividing the NAVD 88
 LZ0207.geopotential number by the normal gravity value computed on the
 LZ0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0207.degrees latitude (g = 980.6199 gals.).
 LZ0207
 LZ0207.The modeled gravity was interpolated from observed gravity values.
 LZ0207
 LZ0207;                    North         East    Units  Estimated Accuracy
 LZ0207;SPC PA N     -    95,800.      707,350.      MT  (+/- 180 meters Scaled)
 LZ0207
 LZ0207                          SUPERSEDED SURVEY CONTROL
 LZ0207
 LZ0207  NGVD 29 (??/??/92)  151.017  (m)          495.46   (f) ADJ UNCH    2 0
 LZ0207
 LZ0207.Superseded values are not recommended for survey control.
 LZ0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0207.See file dsdata.txt to determine how the superseded data were derived.
 LZ0207
 LZ0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL761422(NAD 83)
 LZ0207_MARKER: DD = SURVEY DISK
 LZ0207_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0207_SP_SET: BRIDGE
 LZ0207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0207
 LZ0207  HISTORY     - Date     Condition        Report By
 LZ0207  HISTORY     - UNK      MONUMENTED       PADH
 LZ0207  HISTORY     - 1934     GOOD             NGS
 LZ0207  HISTORY     - 1959     GOOD             PADH
 LZ0207  HISTORY     - 20050421 MARK NOT FOUND   PADT
 LZ0207
 LZ0207                          STATION DESCRIPTION
 LZ0207
 LZ0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0207'1.3 MI NW FROM BLOOMSBURG.
 LZ0207'ABOUT 1.3 MILES NORTHWEST ALONG STATE HIGHWAY 42 FROM BLOOMSBURG,
 LZ0207'COLUMBIA COUNTY, AT HIGHWAY STATION 87+50, AT 100-FOOT STEEL
 LZ0207'BRIDGE 87/95 OVER FISHING CREEK, IN THE SOUTHEAST WING WALL,
 LZ0207'15 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL
 LZ0207'WITH THE HIGHWAY.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD
 LZ0207'DISK.
 LZ0207
 LZ0207                          STATION RECOVERY (1959)
 LZ0207
 LZ0207'RECOVERY NOTE BY PA DEPT OF HIGHWAYS 1959
 LZ0207'RECOVERED IN GOOD CONDITION.
 LZ0207
 LZ0207                          STATION RECOVERY (2005)
 LZ0207
 LZ0207'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (JAG)
 LZ0207'BRIDGE HAS BEEN REHABILITATED RECENTLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0966 ***********************************************************************
 KW0966  DESIGNATION -  FISHING RM 1
 KW0966  PID         -  KW0966
 KW0966  STATE/COUNTY-  PA/YORK
 KW0966  USGS QUAD   -  STEELTON (1987)
 KW0966
 KW0966                         *CURRENT SURVEY CONTROL
 KW0966  ___________________________________________________________________
 KW0966* NAD 83(1986)-  40 10 43.     (N)    076 50 12.     (W)     SCALED    
 KW0966* NAVD 88     -       165.642  (meters)     543.44   (feet)  ADJUSTED  
 KW0966  ___________________________________________________________________
 KW0966  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KW0966  DYNAMIC HT  -         165.556 (meters)     543.16  (feet)  COMP
 KW0966  MODELED GRAV-     980,107.6   (mgal)                       NAVD 88
 KW0966
 KW0966  VERT ORDER  -  SECOND    CLASS 0
 KW0966
 KW0966.The horizontal coordinates were scaled from a topographic map and have
 KW0966.an estimated accuracy of +/- 6 seconds.
 KW0966
 KW0966.The orthometric height was determined by differential leveling
 KW0966.and adjusted by the National Geodetic Survey in June 1991..
 KW0966
 KW0966.The geoid height was determined by GEOID03.
 KW0966
 KW0966.The dynamic height is computed by dividing the NAVD 88
 KW0966.geopotential number by the normal gravity value computed on the
 KW0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0966.degrees latitude (g = 980.6199 gals.).
 KW0966
 KW0966.The modeled gravity was interpolated from observed gravity values.
 KW0966
 KW0966;                    North         East    Units  Estimated Accuracy
 KW0966;SPC PA S     -    94,260.      677,790.      MT  (+/- 180 meters Scaled)
 KW0966
 KW0966                          SUPERSEDED SURVEY CONTROL
 KW0966
 KW0966  NGVD 29 (??/??/??)  165.855  (m)          544.14   (f) ADJUSTED    2 0
 KW0966
 KW0966.Superseded values are not recommended for survey control.
 KW0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0966.See file dsdata.txt to determine how the superseded data were derived.
 KW0966
 KW0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK436491(NAD 83)
 KW0966_MARKER: DR = REFERENCE MARK DISK
 KW0966_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KW0966_SP_SET: CURB
 KW0966_STAMPING: FISHING NO 1 1960
 KW0966_MARK LOGO: CGS   
 KW0966_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW0966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0966
 KW0966  HISTORY     - Date     Condition        Report By
 KW0966  HISTORY     - 1960     MONUMENTED       CGS
 KW0966  HISTORY     - 1961     GOOD             CGS
 KW0966  HISTORY     - 19910411 MARK NOT FOUND   LOCSUR
 KW0966
 KW0966                          STATION DESCRIPTION
 KW0966
 KW0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KW0966'6.4 MI S FROM LEMOYNE.
 KW0966'ABOUT 6.4 MILES SOUTH ALONG INTERSTATE HIGHWAY 83 (U.S. HIGHWAY
 KW0966'111) FROM THE POST OFFICE IN LEMOYNE, SET IN TOP OF THE NORTHEAST
 KW0966'BUMPER CURBING OF A 227.0 FOOT LONG CONCRETE BRIDGE OVER
 KW0966'INTERSTATE HIGHWAY 83 (U.S. HIGHWAY 111), ABOUT 400.0 FEET EAST
 KW0966'OF THE EAST WING OF THE FISHING ELEMENTARY SCHOOL BUILDING, 182.0
 KW0966'FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE BRIDGE, 45.0 FEET
 KW0966'NORTHWEST OF THE SOUTHEAST CORNER OF THE BRIDGE, 16.0 FEET
 KW0966'NORTH-NORTHEAST OF THE CENTERLINE OF THE BRIDGE AND BLACKTOP
 KW0966'ROAD, 1.0 FOOT SOUTHWEST OF THE NORTHEAST BANISTER, 4 INCHES
 KW0966'NORTHEAST OF THE SOUTHWEST EDGE OF THE 8-INCH WIDE BUMPER
 KW0966'CURBING AND IS ABOUT 6 INCHES ABOVE THE LEVEL OF THE BRIDGE FLOOR
 KW0966'AND SURFACE OF THE BLACKTOP ROAD.
 KW0966
 KW0966                          STATION RECOVERY (1991)
 KW0966
 KW0966'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1991
 KW0966'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0964 ***********************************************************************
 KW0964  DESIGNATION -  FISHING RM 2
 KW0964  PID         -  KW0964
 KW0964  STATE/COUNTY-  PA/YORK
 KW0964  USGS QUAD   -  STEELTON (1987)
 KW0964
 KW0964                         *CURRENT SURVEY CONTROL
 KW0964  ___________________________________________________________________
 KW0964* NAD 83(1986)-  40 10 43.     (N)    076 50 12.     (W)     SCALED    
 KW0964* NAVD 88     -       165.978  (meters)     544.55   (feet)  ADJUSTED  
 KW0964  ___________________________________________________________________
 KW0964  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KW0964  DYNAMIC HT  -         165.893 (meters)     544.27  (feet)  COMP
 KW0964  MODELED GRAV-     980,107.6   (mgal)                       NAVD 88
 KW0964
 KW0964  VERT ORDER  -  SECOND    CLASS 0
 KW0964
 KW0964.The horizontal coordinates were scaled from a topographic map and have
 KW0964.an estimated accuracy of +/- 6 seconds.
 KW0964
 KW0964.The orthometric height was determined by differential leveling
 KW0964.and adjusted by the National Geodetic Survey in June 1991..
 KW0964
 KW0964.The geoid height was determined by GEOID03.
 KW0964
 KW0964.The dynamic height is computed by dividing the NAVD 88
 KW0964.geopotential number by the normal gravity value computed on the
 KW0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0964.degrees latitude (g = 980.6199 gals.).
 KW0964
 KW0964.The modeled gravity was interpolated from observed gravity values.
 KW0964
 KW0964;                    North         East    Units  Estimated Accuracy
 KW0964;SPC PA S     -    94,260.      677,790.      MT  (+/- 180 meters Scaled)
 KW0964
 KW0964                          SUPERSEDED SURVEY CONTROL
 KW0964
 KW0964  NGVD 29 (??/??/??)  166.192  (m)          545.25   (f) ADJUSTED    2 0
 KW0964
 KW0964.Superseded values are not recommended for survey control.
 KW0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0964.See file dsdata.txt to determine how the superseded data were derived.
 KW0964
 KW0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK436491(NAD 83)
 KW0964_MARKER: DR = REFERENCE MARK DISK
 KW0964_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KW0964_SP_SET: SIDEWALK
 KW0964_STAMPING: FISHING NO 2 1960
 KW0964_MARK LOGO: CGS   
 KW0964_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0964
 KW0964  HISTORY     - Date     Condition        Report By
 KW0964  HISTORY     - 1960     MONUMENTED       CGS
 KW0964  HISTORY     - 1961     GOOD             CGS
 KW0964  HISTORY     - 19910411 MARK NOT FOUND   LOCSUR
 KW0964
 KW0964                          STATION DESCRIPTION
 KW0964
 KW0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KW0964'6.4 MI S FROM LEMOYNE.
 KW0964'ABOUT 6.4 MILES SOUTH ALONG INTERSTATE HIGHWAY 83 (U.S. HIGHWAY
 KW0964'111) FROM THE POST OFFICE IN LEMOYNE, SET IN TOP OF THE SOUTHWEST
 KW0964'CONCRETE SIDEWALK OF A 227.0 FOOT LONG CONCRETE BRIDGE OVER
 KW0964'INTERSTATE HIGHWAY 83 (U.S. HIGHWAY 111), ABOUT 400.0 FEET EAST
 KW0964'OF THE EAST WING OF THE FISHING ELEMENTARY SCHOOL BUILDING, 63.0
 KW0964'FEET SOUTHEAST OF THE NORTHWEST END OF THE BRIDGE, 21.0 FEET
 KW0964'SOUTHWEST OF THE CENTERLINE OF THE BRIDGE AND BLACKTOP ROAD, 3.7 FEET
 KW0964'SOUTHWEST OF THE NORTHEAST EDGE OF THE SIDEWALK, 2.0 FEET
 KW0964'SOUTHEAST OF THE NORTHEAST EDGE OF THE SIDEWALK AND IS ABOUT 6
 KW0964'INCHES ABOVE THE LEVEL OF THE SURFACE OF THE BRIDGE FLOOR.
 KW0964
 KW0964                          STATION RECOVERY (1991)
 KW0964
 KW0964'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1991
 KW0964'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2411 ***********************************************************************
 MA2411  SACS        -  This is a Secondary Airport Control Station.
 MA2411  DESIGNATION -  FKL A
 MA2411  PID         -  MA2411
 MA2411  STATE/COUNTY-  PA/VENANGO
 MA2411  USGS QUAD   -  FRANKLIN (1972)
 MA2411
 MA2411                         *CURRENT SURVEY CONTROL
 MA2411  ___________________________________________________________________
 MA2411* NAD 83(1992)-  41 22 59.96532(N)    079 51 24.21193(W)     ADJUSTED  
 MA2411* NAVD 88     -       466.12   (+/-2cm)    1529.3    (feet)  VERTCON   
 MA2411  ___________________________________________________________________
 MA2411  X           -     844,075.204 (meters)                     COMP
 MA2411  Y           -  -4,717,968.830 (meters)                     COMP
 MA2411  Z           -   4,194,744.415 (meters)                     COMP
 MA2411  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 MA2411  ELLIP HEIGHT-         432.81  (meters)          (08/09/01) GPS OBS
 MA2411  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 MA2411
 MA2411  HORZ ORDER  -  FIRST
 MA2411  VERT ORDER  -  THIRD ? (See Below)
 MA2411  ELLP ORDER  -  FOURTH    CLASS II
 MA2411
 MA2411.This mark is at Venango Regional Airport (FKL)
 MA2411
 MA2411.The horizontal coordinates were established by GPS observations
 MA2411.and adjusted by the National Geodetic Survey in September 1994..
 MA2411
 MA2411.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2411
 MA2411.GPS derived orthometric heights for airport stations designated as
 MA2411.PACS or SACS are published to 2 decimal places.  This maintains
 MA2411.centimeter relative accuracy between the PACS and SACS.  It does
 MA2411.not indicate centimeter accuracy relative to other marks which are
 MA2411.part of the NAVD 88 network.
 MA2411.The vertical order pertains to the NGVD 29 superseded value.
 MA2411
 MA2411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MA2411
 MA2411.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2411
 MA2411.The ellipsoidal height was determined by GPS observations
 MA2411.and is referenced to NAD 83.
 MA2411
 MA2411.The geoid height was determined by GEOID03.
 MA2411
 MA2411;                    North         East     Units Scale Factor Converg.
 MA2411;SPC PA N     -   137,257.350   423,806.085   MT  0.99995702   -1 23 37.3
 MA2411;SPC PA N     -   450,318.49  1,390,437.13   sFT  0.99995702   -1 23 37.3
 MA2411;UTM  17      - 4,581,941.595   595,592.734   MT  0.99971246   +0 45 21.1
 MA2411
 MA2411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2411!SPC PA N     -   0.99993212  x   0.99995702  =   0.99988914
 MA2411!UTM  17      -   0.99993212  x   0.99971246  =   0.99964460
 MA2411
 MA2411                          SUPERSEDED SURVEY CONTROL
 MA2411
 MA2411  ELLIP H (09/15/94)  432.80   (m)                       GP(       ) 4 1
 MA2411  NGVD 29 (09/15/94)  466.29   (m)         1529.8    (f) LEVELING    3  
 MA2411
 MA2411.Superseded values are not recommended for survey control.
 MA2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2411.See file dsdata.txt to determine how the superseded data were derived.
 MA2411
 MA2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF9559381942(NAD 83)
 MA2411_MARKER: DD = SURVEY DISK
 MA2411_SETTING: 0 = UNSPECIFIED SETTING
 MA2411_SP_SET: BASE OF SIGN
 MA2411_STAMPING: FKL A 1993
 MA2411_MARK LOGO: NOS   
 MA2411_MAGNETIC: N = NO MAGNETIC MATERIAL
 MA2411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA2411+STABILITY: SURFACE MOTION
 MA2411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA2411+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1999
 MA2411
 MA2411  HISTORY     - Date     Condition        Report By
 MA2411  HISTORY     - 1993     MONUMENTED       NOS
 MA2411  HISTORY     - 19910925 GOOD             NGS
 MA2411  HISTORY     - 19990701 GOOD             PADT
 MA2411
 MA2411                          STATION DESCRIPTION
 MA2411
 MA2411'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 MA2411'STATION IS LOCATED AT THE CHESS LAMBERTON AIRPORT WHICH IS SOUTHWEST
 MA2411'OF THE CITY OF FRANKLIN ON THE WEST SIDE OF STATE HIGHWAY 8.
 MA2411'FROM THE TERMINAL BUILDING PROCEED NORTH ACROSS THE RAMP TO THE
 MA2411'TAXIWAY RUNNING PARALLEL TO RUNWAY 2-20.  TURN EAST ONTO TAXIWAY,
 MA2411'CROSS RUNWAY 11-29 AND PROCEED TO RUNWAY END 20 AND THE STATION SOUTH
 MA2411'OF THE RUNWAY AND 14.4 FT (4.4 M) WEST OF THE WEST EDGE OF THE TAXIWAY
 MA2411'IN THE BASE OF A SIGN DESIGNATING RWY 20.
 MA2411
 MA2411                          STATION RECOVERY (1991)
 MA2411
 MA2411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MA2411'STATION IS LOCATED AT THE NORTHEAST END OF THE AIRPORT BETWEEN THE
 MA2411'TAXIWAY WHICH RUNS PARALLEL WITH RUNWAY 2/20 AND RUNWAY END 20.
 MA2411'STATION IS CEMENTED INTO A DRILL HOLE IN THE BASE OF A RUNWAY
 MA2411'INDICATOR SIGN.  IT IS 14.4 FT (4.4 M) FROM THE EDGE OF THE TAXIWAY. A
 MA2411'STANDARD NOS DISK STAMPED---FKL A 1993---.
 MA2411
 MA2411                          STATION RECOVERY (1999)
 MA2411
 MA2411'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (SMM)
 MA2411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2412 ***********************************************************************
 MA2412  PACS        -  This is a Primary Airport Control Station.
 MA2412  DESIGNATION -  FKL ARP
 MA2412  PID         -  MA2412
 MA2412  STATE/COUNTY-  PA/VENANGO
 MA2412  USGS QUAD   -  FRANKLIN (1972)
 MA2412
 MA2412                         *CURRENT SURVEY CONTROL
 MA2412  ___________________________________________________________________
 MA2412* NAD 83(1992)-  41 22 41.40921(N)    079 51 38.35036(W)     ADJUSTED  
 MA2412* NAVD 88     -       468.37   (+/-2cm)    1536.6    (feet)  VERTCON   
 MA2412  ___________________________________________________________________
 MA2412  X           -     843,818.730 (meters)                     COMP
 MA2412  Y           -  -4,718,400.885 (meters)                     COMP
 MA2412  Z           -   4,194,316.336 (meters)                     COMP
 MA2412  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 MA2412  ELLIP HEIGHT-         435.06  (meters)          (09/01/01) GPS OBS
 MA2412  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 MA2412
 MA2412  HORZ ORDER  -  B
 MA2412  VERT ORDER  -  THIRD ? (See Below)
 MA2412  ELLP ORDER  -  FOURTH    CLASS I
 MA2412
 MA2412.This mark is at Venango Regional Airport (FKL)
 MA2412
 MA2412.The horizontal coordinates were established by GPS observations
 MA2412.and adjusted by the National Geodetic Survey in September 1994..
 MA2412
 MA2412.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2412
 MA2412.GPS derived orthometric heights for airport stations designated as
 MA2412.PACS or SACS are published to 2 decimal places.  This maintains
 MA2412.centimeter relative accuracy between the PACS and SACS.  It does
 MA2412.not indicate centimeter accuracy relative to other marks which are
 MA2412.part of the NAVD 88 network.
 MA2412.The vertical order pertains to the NGVD 29 superseded value.
 MA2412
 MA2412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MA2412
 MA2412.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2412
 MA2412.The ellipsoidal height was determined by GPS observations
 MA2412.and is referenced to NAD 83.
 MA2412
 MA2412.The geoid height was determined by GEOID03.
 MA2412
 MA2412;                    North         East     Units Scale Factor Converg.
 MA2412;SPC PA N     -   136,693.079   423,463.742   MT  0.99995707   -1 23 46.6
 MA2412;SPC PA N     -   448,467.21  1,389,313.96   sFT  0.99995707   -1 23 46.6
 MA2412;UTM  17      - 4,581,365.022   595,271.874   MT  0.99971170   +0 45 11.5
 MA2412
 MA2412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2412!SPC PA N     -   0.99993176  x   0.99995707  =   0.99988884
 MA2412!UTM  17      -   0.99993176  x   0.99971170  =   0.99964348
 MA2412
 MA2412                          SUPERSEDED SURVEY CONTROL
 MA2412
 MA2412  ELLIP H (09/15/94)  435.04   (m)                       GP(       ) 4 1
 MA2412  NGVD 29 (09/15/94)  468.54   (m)         1537.2    (f) LEVELING    3  
 MA2412
 MA2412.Superseded values are not recommended for survey control.
 MA2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2412.See file dsdata.txt to determine how the superseded data were derived.
 MA2412
 MA2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF9527281365(NAD 83)
 MA2412_MARKER: DT = TOPOGRAPHIC STATION DISK
 MA2412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2412_SP_SET: CONCRETE POST
 MA2412_STAMPING: ARP 1966
 MA2412_MARK LOGO: CGS   
 MA2412_MAGNETIC: N = NO MAGNETIC MATERIAL
 MA2412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA2412+STABILITY: SURFACE MOTION
 MA2412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA2412+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2000
 MA2412
 MA2412  HISTORY     - Date     Condition        Report By
 MA2412  HISTORY     - 1966     MONUMENTED       CGS
 MA2412  HISTORY     - 19910925 GOOD             NGS
 MA2412  HISTORY     - 20000801 GOOD             PADT
 MA2412
 MA2412                          STATION DESCRIPTION
 MA2412
 MA2412'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MA2412'STATION IS LOCATED AT THE CHESS LAMBERTON AIRPORT WHICH IS SOUTHWEST
 MA2412'OF THE CITY OF FRANKLIN ON THE WEST SIDE OF STATE HIGHWAY 8.
 MA2412'FROM THE TERMINAL BUILDING PROCEED WEST ACROSS THE RAMP TO THE FIRST
 MA2412'TAXIWAY SOUTH OF THE JUNCTION OF RUNWAYS. CROSS RUNWAY VIA TAXIWAY TO
 MA2412'STATION ON WEST SIDE OF RUNWAY SOUTHWEST OF THE PROJECTION OF THE
 MA2412'TAXIWAY AND 47 FT (14.3 M) SOUTHWEST OF PROJECTION OF A LINE BETWEEN
 MA2412'THE FIRST PAIR OF RUNWAY LIGHTS SOUTHWEST OF THE JUNCTION OF THE
 MA2412'TAXIWAY.
 MA2412'IT IS 102.6 FT (31.3 M) WEST OF THE SECOND RUNWAY LIGHT ON THE NORTH
 MA2412'SIDE OF RUNWAY 2-20 FROM THE INTERSECTION OF RUNWAYS, 146.8 FT
 MA2412'(44.7 M) NORTHWEST OF THE NORTH END OF A SIGN ADJACENT TO THE THIRD
 MA2412'RUNWAY LIGHT (SIGN READS 11/29), AND 99.0 FT (30.2 M) NORTHWEST OF THE
 MA2412'WEST EDGE OF THE RUNWAY.
 MA2412
 MA2412                          STATION RECOVERY (1991)
 MA2412
 MA2412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MA2412'LOCATED JUST SOUTHWEST OF THE INTERSECTION OF RUNWAYS 11/29 AND 2/20
 MA2412'IN THE GRASS ABOUT 100 FT (30.5 M) NW OF THE EDGE OF THE RUNWAY.  IT
 MA2412'IS ABOUT 373 FT (113.7 M) SW OF THE W EDGE OF RUNWAY 11/29, 102.6 FT
 MA2412'(31.3 M) WSW OF THE SECOND RUNWAY LIGHT FROM THE RUNWAY INTERSECTION,
 MA2412'146.8 FT (44.7 M) NNW OF THE END OF A SIGN ADJACENT TO A RUNWAY LIGHT
 MA2412'AND 99 FT (30.2 M) NW OF THE EDGE OF RUNWAY 2/20.  A STANDARD CGS
 MA2412'TOPOGRAPHIC STATION DISK SET IN THE TOP OF A CONCRETE MONUMENT WHICH
 MA2412'IS FLUSH WITH THE GROUND.
 MA2412
 MA2412                          STATION RECOVERY (2000)
 MA2412
 MA2412'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 MA2412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2413 ***********************************************************************
 MA2413  SACS        -  This is a Secondary Airport Control Station.
 MA2413  DESIGNATION -  FKL B
 MA2413  PID         -  MA2413
 MA2413  STATE/COUNTY-  PA/VENANGO
 MA2413  USGS QUAD   -  FRANKLIN (1972)
 MA2413
 MA2413                         *CURRENT SURVEY CONTROL
 MA2413  ___________________________________________________________________
 MA2413* NAD 83(1992)-  41 22 30.79623(N)    079 51 35.55220(W)     ADJUSTED  
 MA2413* NAVD 88     -       468.94   (+/-2cm)    1538.5    (feet)  VERTCON   
 MA2413  ___________________________________________________________________
 MA2413  X           -     843,920.918 (meters)                     COMP
 MA2413  Y           -  -4,718,602.908 (meters)                     COMP
 MA2413  Z           -   4,194,071.004 (meters)                     COMP
 MA2413  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 MA2413  ELLIP HEIGHT-         435.62  (meters)          (08/09/01) GPS OBS
 MA2413  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 MA2413
 MA2413  HORZ ORDER  -  FIRST
 MA2413  VERT ORDER  -  THIRD ? (See Below)
 MA2413  ELLP ORDER  -  FOURTH    CLASS II
 MA2413
 MA2413.This mark is at Venango Regional Airport (FKL)
 MA2413
 MA2413.The horizontal coordinates were established by GPS observations
 MA2413.and adjusted by the National Geodetic Survey in September 1994..
 MA2413
 MA2413.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2413
 MA2413.GPS derived orthometric heights for airport stations designated as
 MA2413.PACS or SACS are published to 2 decimal places.  This maintains
 MA2413.centimeter relative accuracy between the PACS and SACS.  It does
 MA2413.not indicate centimeter accuracy relative to other marks which are
 MA2413.part of the NAVD 88 network.
 MA2413.The vertical order pertains to the NGVD 29 superseded value.
 MA2413
 MA2413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MA2413
 MA2413.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2413
 MA2413.The ellipsoidal height was determined by GPS observations
 MA2413.and is referenced to NAD 83.
 MA2413
 MA2413.The geoid height was determined by GEOID03.
 MA2413
 MA2413;                    North         East     Units Scale Factor Converg.
 MA2413;SPC PA N     -   136,364.192   423,520.765   MT  0.99995711   -1 23 44.8
 MA2413;SPC PA N     -   447,388.19  1,389,501.04   sFT  0.99995711   -1 23 44.8
 MA2413;UTM  17      - 4,581,038.585   595,341.176   MT  0.99971187   +0 45 13.2
 MA2413
 MA2413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2413!SPC PA N     -   0.99993168  x   0.99995711  =   0.99988879
 MA2413!UTM  17      -   0.99993168  x   0.99971187  =   0.99964357
 MA2413
 MA2413                          SUPERSEDED SURVEY CONTROL
 MA2413
 MA2413  ELLIP H (09/15/94)  435.61   (m)                       GP(       ) 4 1
 MA2413  NGVD 29 (09/15/94)  469.11   (m)         1539.1    (f) LEVELING    3  
 MA2413
 MA2413.Superseded values are not recommended for survey control.
 MA2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2413.See file dsdata.txt to determine how the superseded data were derived.
 MA2413
 MA2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF9534181039(NAD 83)
 MA2413_MARKER: DD = SURVEY DISK
 MA2413_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MA2413_SP_SET: IN CONCRETE HEADWALL
 MA2413_STAMPING: FKL B 1993
 MA2413_MARK LOGO: NOS   
 MA2413_MAGNETIC: N = NO MAGNETIC MATERIAL
 MA2413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA2413+STABILITY: SURFACE MOTION
 MA2413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA2413+SATELLITE: SATELLITE OBSERVATIONS - 1993
 MA2413
 MA2413  HISTORY     - Date     Condition        Report By
 MA2413  HISTORY     - 1993     MONUMENTED       NOS
 MA2413  HISTORY     - 19910925 GOOD             NGS
 MA2413
 MA2413                          STATION DESCRIPTION
 MA2413
 MA2413'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 MA2413'STATION IS LOCATED AT THE CHESS LAMBERTON AIRPORT WHICH IS SOUTHWEST
 MA2413'OF THE CITY OF FRANKLIN ON THE WEST SIDE OF STATE HIGHWAY 8.
 MA2413'FROM THE TERMINAL BUILDING PROCEED NORTH ACROSS THE RAMP TO THE
 MA2413'TAXIWAY RUNNING PARALLEL TO RUNWAY 2-20.  TURN WEST ON TAXIWAY AND
 MA2413'PROCEED TO THE SECOND CONNECTOR TAXIWAY LEADING TO THE WEST END OF A
 MA2413'RECTANGULAR HANGAR. TURN SOUTH ON TAXIWAY TO THE STATION IN THE TOP
 MA2413'OF A CONCRETE HEADWALL OVER A DRAIN RUNNING UNDER THE TAXIWAY.
 MA2413'MARK IS CEMENTED INTO THE SOUTH END OF THE CONCRETE HEADWALL.
 MA2413
 MA2413                          STATION RECOVERY (1991)
 MA2413
 MA2413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MA2413'STATION IS LOCATED NEAR THE AIRPORT TERMINAL BUILDING IN THE GRASS
 MA2413'ISLAND FORMED BY TAXIWAYS AND A RAMP WITH A RECTANGULAR T-HANGAR AND
 MA2413'FUELING FACILITY.  IT IS SET IN THE EAST END OF A CONCRETE HEADWALL
 MA2413'FOR DRAINAGE UNDER THE TAXIWAY AND IS 29.0 FT (8.8 M) SE OF THE EDGE
 MA2413'OF THE TAXIWAY.  A STANDARD NOS DISK STAMPED---FKL B 1993---, CEMENTED
 MA2413'INTO A DRILL HOLE IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2230 ***********************************************************************
 KX2230  DESIGNATION -  FLAG
 KX2230  PID         -  KX2230
 KX2230  STATE/COUNTY-  PA/BEDFORD
 KX2230  USGS QUAD   -  EVERETT WEST (1987)
 KX2230
 KX2230                         *CURRENT SURVEY CONTROL
 KX2230  ___________________________________________________________________
 KX2230* NAD 83(1996)-  40 06 27.30667(N)    078 24 11.81458(W)     ADJUSTED  
 KX2230* NAVD 88     -       763.8    (meters)    2506.     (feet)  GPS OBS   
 KX2230  ___________________________________________________________________
 KX2230  X           -     982,108.024 (meters)                     COMP
 KX2230  Y           -  -4,785,848.923 (meters)                     COMP
 KX2230  Z           -   4,087,600.210 (meters)                     COMP
 KX2230  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 KX2230  ELLIP HEIGHT-         730.87  (meters)          (08/10/01) GPS OBS
 KX2230  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KX2230
 KX2230  HORZ ORDER  -  FIRST
 KX2230  ELLP ORDER  -  FOURTH    CLASS II
 KX2230
 KX2230.The horizontal coordinates were established by GPS observations
 KX2230.and adjusted by the National Geodetic Survey in September 1999..
 KX2230
 KX2230.The orthometric height was determined by GPS observations and a
 KX2230.high-resolution geoid model.
 KX2230
 KX2230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KX2230
 KX2230.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2230
 KX2230.The ellipsoidal height was determined by GPS observations
 KX2230.and is referenced to NAD 83.
 KX2230
 KX2230.The geoid height was determined by GEOID03.
 KX2230
 KX2230;                    North         East     Units Scale Factor Converg.
 KX2230;SPC PA S     -    86,174.718   544,303.165   MT  0.99997733   -0 25 25.8
 KX2230;SPC PA S     -   282,724.89  1,785,767.97   sFT  0.99997733   -0 25 25.8
 KX2230;UTM  17      - 4,442,930.391   721,319.859   MT  1.00020303   +1 40 24.8
 KX2230
 KX2230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2230!SPC PA S     -   0.99988536  x   0.99997733  =   0.99986269
 KX2230!UTM  17      -   0.99988536  x   1.00020303  =   1.00008836
 KX2230
 KX2230:                Primary Azimuth Mark                     Grid Az
 KX2230:SPC PA S     -  FLAG AZ MK                               002 22 37.5
 KX2230:UTM  17      -  FLAG AZ MK                               000 16 46.9
 KX2230
 KX2230|---------------------------------------------------------------------|
 KX2230| PID    Reference Object                     Distance      Geod. Az  |
 KX2230|                                                           dddmmss.s |
 KX2230| CJ9781 FLAG AZ MK                                         0015711.7 |
 KX2230| CJ9782 FLAG RM 1                             3.400 METERS 21137     |
 KX2230| CJ9783 FLAG RM 2                             4.399 METERS 29407     |
 KX2230|---------------------------------------------------------------------|
 KX2230
 KX2230                          SUPERSEDED SURVEY CONTROL
 KX2230
 KX2230  ELLIP H (09/30/99)  730.88   (m)                       GP(       ) 3 1
 KX2230  NAD 83(1995)-  40 06 27.31460(N)    078 24 11.82331(W) AD(       ) 1
 KX2230  NAD 83(1986)-  40 06 27.31566(N)    078 24 11.82627(W) AD(       ) 1
 KX2230  NAD 27      -  40 06 27.02900(N)    078 24 12.77600(W) AD(       ) 1
 KX2230
 KX2230.Superseded values are not recommended for survey control.
 KX2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2230.See file dsdata.txt to determine how the superseded data were derived.
 KX2230
 KX2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE2132042930(NAD 83)
 KX2230_MARKER: DS = TRIANGULATION STATION DISK
 KX2230_SETTING: 80 = SET IN A BOULDER
 KX2230_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KX2230_STAMPING: FLAG 1941
 KX2230_MARK LOGO: CGS   
 KX2230_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX2230+STABILITY: POSITION/ELEVATION WELL
 KX2230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX2230+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1993
 KX2230
 KX2230  HISTORY     - Date     Condition        Report By
 KX2230  HISTORY     - 1941     MONUMENTED       CGS
 KX2230  HISTORY     - 19930701 GOOD             ADRGS
 KX2230
 KX2230                          STATION DESCRIPTION
 KX2230
 KX2230'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2230'THE STATION IS ABOUT 4 MILES S OF LOYSBURG AND 1 MILE NW OF THE
 KX2230'SUMMIT OF THE LOYSBURG-EVERETT ROAD WHICH IS STATE HIGHWAY 36.
 KX2230'IT IS ON TOP OF A ROCKY POINT OF EVITTS MOUNTAIN ON STATE GAME LAND.
 KX2230'IT IS ABOUT 10 FEET SW OF THE HIGHEST POINT, AND 8 FEET S OF THE FACE
 KX2230'OF THE CLIFF, AND IS STAMPED FLAG 1941.
 KX2230'
 KX2230'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 KX2230'HOLES IN BOULDERS.
 KX2230'
 KX2230'REFERENCE MARK NO. 1 IS STAMPED FLAG NO. 1 1941.
 KX2230'
 KX2230'REFERENCE MARK NO. 2 IS STAMPED FLAG NO. 2 1941.
 KX2230'
 KX2230'AZIMUTH MARK IS A STANDARD DISK IN THE TOP OF THE SW PARAPET POST OF
 KX2230'THE CONCRETE BRIDGE OVER BEAVER CREEK.  IT IS STAMPED FLAG
 KX2230'1941.
 KX2230'
 KX2230'TO REACH FROM THE T-INTERSECTION OF STATE HIGHWAYS 36 AND 426 IN
 KX2230'LOYSBURG, GO WESTERLY AND SOUTHERLY ON STATE HIGHWAY 36 FOR 2.4
 KX2230'MILES TO BEAVER CREEK.  THE AZIMUTH MARK IS HERE.  CONTINUE STRAIGHT
 KX2230'AHEAD SOUTHERLY ON STATE HIGHWAY 36 FOR 2.8 MILES TO WITHIN 50 FEET
 KX2230'OF THE ROAD SUMMIT AND TURN RIGHT ONTO WOODS ROAD THROUGH A ONE-POLE
 KX2230'GATE AND TAKE RIGHT FORK, THENCE 0.15 MILE AND TAKE RIGHT FORK,
 KX2230'THENCE NORTHERLY ALONG BASE OF MOUNTAIN 0.75 MILE TO A TRIANGLE ON
 KX2230'14-INCH DEAD TREE AT THE LEFT EDGE OF THE ROAD AND A SIMILAR BLAZE
 KX2230'ON A 6-INCH TREE ABOUT 20 FEET TO THE LEFT OF THE ROAD.  THIS IS THE
 KX2230'END OF TRUCK TRAVEL ENROUTE TO THE STATION.  LEAVE THE ROAD AND
 KX2230'MEANDER UP STEEP FOOT TRAIL TO THE TOP OF THE RIDGE AND TURN
 KX2230'RIGHT OR EASTERLY ALONG THE RIDGE ABOUT 1/4 MILE TO THE LOCAL SUMMIT
 KX2230'AND THE STATION.  THE TRAIL CLIMB REQUIRED 30 MINUTES.
 KX2230'
 KX2230'A 4-FOOT STAND WITH SLIGHT CLEARING CLEARED ALL LINES.
 KX2230
 KX2230                          STATION RECOVERY (1993)
 KX2230
 KX2230'RECOVERY NOTE BY ADR GEODETIC SERVICES 1993 (JVH)
 KX2230'RECOVERED AS DESCRIBED.  THE STATION REQUIRES A 60 MINUTE PACK TO
 KX2230'REACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2194 ***********************************************************************
 MA2194  DESIGNATION -  FLAG
 MA2194  PID         -  MA2194
 MA2194  STATE/COUNTY-  PA/MCKEAN
 MA2194  USGS QUAD   -  PORT ALLEGANY (1983)
 MA2194
 MA2194                         *CURRENT SURVEY CONTROL
 MA2194  ___________________________________________________________________
 MA2194* NAD 83(1992)-  41 47 37.06303(N)    078 15 30.32088(W)     ADJUSTED  
 MA2194* NAVD 88     -       489.7    (meters)    1607.     (feet)  VERTCON   
 MA2194  ___________________________________________________________________
 MA2194  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 MA2194  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 MA2194
 MA2194  HORZ ORDER  -  SECOND
 MA2194
 MA2194.The horizontal coordinates were established by classical geodetic methods
 MA2194.and adjusted by the National Geodetic Survey in June 2002..
 MA2194
 MA2194.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2194
 MA2194.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2194
 MA2194.The geoid height was determined by GEOID03.
 MA2194
 MA2194;                    North         East     Units Scale Factor Converg.
 MA2194;SPC PA N     -   180,807.348   557,742.139   MT  0.99997836   -0 20 10.8
 MA2194;SPC PA N     -   593,198.77  1,829,859.00   sFT  0.99997836   -0 20 10.8
 MA2194;UTM  17      - 4,630,497.014   727,792.935   MT  1.00023857   +1 49 40.5
 MA2194
 MA2194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2194!SPC PA N     -   0.99992817  x   0.99997836  =   0.99990653
 MA2194!UTM  17      -   0.99992817  x   1.00023857  =   1.00016672
 MA2194
 MA2194:                Primary Azimuth Mark                     Grid Az
 MA2194:SPC PA N     -  FLAG AZ MK                               054 20 00.0
 MA2194:UTM  17      -  FLAG AZ MK                               052 10 08.7
 MA2194
 MA2194|---------------------------------------------------------------------|
 MA2194| PID    Reference Object                     Distance      Geod. Az  |
 MA2194|                                                           dddmmss.s |
 MA2194| MA0060 FLAG AZ MK                                         0535949.2 |
 MA2194| CJ9785 FLAG RM 1                             7.734 METERS 14638     |
 MA2194| CJ9786 FLAG RM 2                            10.545 METERS 25025     |
 MA2194|---------------------------------------------------------------------|
 MA2194
 MA2194                          SUPERSEDED SURVEY CONTROL
 MA2194
 MA2194  NAD 83(1996)-  41 47 37.06295(N)    078 15 30.32158(W) AD(       ) 2
 MA2194  NAD 83(1986)-  41 47 37.06452(N)    078 15 30.31858(W) AD(       ) 2
 MA2194  NAD 27      -  41 47 36.83086(N)    078 15 31.27503(W) AD(       ) 2
 MA2194  NGVD 29 (07/19/86)  489.8    (m)         1607.     (f) VERT ANG       
 MA2194
 MA2194.Superseded values are not recommended for survey control.
 MA2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2194.See file dsdata.txt to determine how the superseded data were derived.
 MA2194
 MA2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG2779330497(NAD 83)
 MA2194_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2194
 MA2194  HISTORY     - Date     Condition        Report By
 MA2194  HISTORY     - 1968     MONUMENTED       CGS
 MA2194  HISTORY     - 20010925 GOOD             USPSQD
 MA2194
 MA2194                          STATION DESCRIPTION
 MA2194
 MA2194'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA2194'THE STATION IS LOCATED ABOUT 5.5 MILES WEST-NORTHWEST OF ROULETTE, 2
 MA2194'MILES SOUTHEAST OF PORT ALLEGANY AND 400 FEET SOUTH OF THE ALLEGHENY
 MA2194'RIVER.  IT IS AT THE SOUTH EDGE OF AN OPEN FIELD ON PROPERTY OWNED BY
 MA2194'MR. WILLIAM WESMILLER.
 MA2194'
 MA2194'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 MA2194'HIGHWAY 155, AT THE SOUTHEAST EDGE OF PORT ALLEGANY, GO EAST ON U.S.
 MA2194'HIGHWAY 6 FOR 1.2 MILES TO A SIDE ROAD ON THE RIGHT, (TO REACH THE
 MA2194'AZIMUTH MARK FROM THIS POINT, CONTINUE EAST ON U.S. HIGHWAY 6
 MA2194'FOR 0.2 MILE TO THE SENECA INN ON THE LEFT AND THE MARK 184 FEET
 MA2194'BEHIND THE BUILDING), TURN RIGHT AND GO SOUTH ON THE PAVED ROAD FOR
 MA2194'0.3 MILE TO THE END OF TRUCK TRAVEL, JUST AFTER CROSSING A STEEL
 MA2194'BRIDGE.  PACK SOUTH UP THE STEEP BANK FOR 400 FEET TO THE STATION,
 MA2194'AT THE SOUTH EDGE OF THE OPEN FIELD.
 MA2194'
 MA2194'THE STATION MARK IS 29 FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER
 MA2194'OF A TRACK ROAD, 10 FEET EAST-NORTHEAST OF 2 9- INCH TRIANGULAR
 MA2194'BLAZED WILD CHERRY TREES AND 8 FEET EAST-NORTHEAST OF A METAL WITNESS
 MA2194'POST.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 MA2194'CONCRETE POST PROJECTING 1-INCH AND IS STAMPED FLAG 1968.
 MA2194'
 MA2194'REFERENCE MARK NO. 1 IS 28 FEET SOUTHEAST OF THE 2 WILD CHERRY TREES,
 MA2194'27.6 FEET SOUTHEAST OF THE METAL WITNESS POST AND 10 FEET
 MA2194'NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF THE TRACK ROAD.  THE
 MA2194'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 MA2194'PROJECING 4 INCHES AND IS STAMPED FLAG NO 1 1968.
 MA2194'
 MA2194'REFERENCE MARK NO. 2 IS 26.6 FEET WEST OF THE METAL WITNESS POST, 25
 MA2194'FEET WEST OF THE 2 WILD CHERRY TREES AND 12 FEET NORTH-NORTHEAST
 MA2194'OF THE APPROXIMATE CENTER OF THE TRACK ROAD.  THE MARK IS A STANDARD
 MA2194'DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 6 INCHES
 MA2194'AND IS STAMPED FLAG NO 2 1968.
 MA2194'
 MA2194'THE AZIMUTH MARK IS 184 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 MA2194'SENECA INN, 25 FEET EAST OF THE APPROXIMATE CENTER OF A TRACK
 MA2194'ROAD, 3 FEET NORTHWEST OF POWERLINE POLE NO. 364 AND 1.5 FEET
 MA2194'WEST-NORTHWEST OF A METAL WITNESS POST.  THE MARK IS A STANDARD DISK
 MA2194'SET IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH WITH THE GROUND
 MA2194'AND IS STAMPED FLAG 1968.
 MA2194'
 MA2194'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 MA2194
 MA2194                          STATION RECOVERY (2001)
 MA2194
 MA2194'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA2194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0060 ***********************************************************************
 MA0060  DESIGNATION -  FLAG AZ MK
 MA0060  PID         -  MA0060
 MA0060  STATE/COUNTY-  PA/MCKEAN
 MA0060  USGS QUAD   -  PORT ALLEGANY (1983)
 MA0060
 MA0060                         *CURRENT SURVEY CONTROL
 MA0060  ___________________________________________________________________
 MA0060* NAD 83(1986)-  41 47 49.     (N)    078 15 09.     (W)     SCALED    
 MA0060* NAVD 88     -       455.277  (meters)    1493.69   (feet)  ADJUSTED  
 MA0060  ___________________________________________________________________
 MA0060  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 MA0060  DYNAMIC HT  -         455.090 (meters)    1493.07  (feet)  COMP
 MA0060  MODELED GRAV-     980,197.7   (mgal)                       NAVD 88
 MA0060
 MA0060  VERT ORDER  -  SECOND    CLASS 0
 MA0060
 MA0060.The horizontal coordinates were scaled from a topographic map and have
 MA0060.an estimated accuracy of +/- 6 seconds.
 MA0060
 MA0060.The orthometric height was determined by differential leveling
 MA0060.and adjusted by the National Geodetic Survey in June 1991..
 MA0060
 MA0060.The geoid height was determined by GEOID03.
 MA0060
 MA0060.The dynamic height is computed by dividing the NAVD 88
 MA0060.geopotential number by the normal gravity value computed on the
 MA0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0060.degrees latitude (g = 980.6199 gals.).
 MA0060
 MA0060.The modeled gravity was interpolated from observed gravity values.
 MA0060
 MA0060;                    North         East    Units  Estimated Accuracy
 MA0060;SPC PA N     -   181,170.      558,240.      MT  (+/- 180 meters Scaled)
 MA0060
 MA0060                          SUPERSEDED SURVEY CONTROL
 MA0060
 MA0060  NGVD 29 (??/??/92)  455.418  (m)         1494.15   (f) ADJ UNCH    2 0
 MA0060
 MA0060.Superseded values are not recommended for survey control.
 MA0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0060.See file dsdata.txt to determine how the superseded data were derived.
 MA0060
 MA0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG282308(NAD 83)
 MA0060_MARKER: DZ = AZIMUTH MARK DISK
 MA0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0060_STAMPING: FLAG 1968
 MA0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0060+STABILITY: SURFACE MOTION
 MA0060
 MA0060  HISTORY     - Date     Condition        Report By
 MA0060  HISTORY     - 1968     MONUMENTED       CGS
 MA0060  HISTORY     - 20010925 GOOD             USPSQD
 MA0060
 MA0060                          STATION DESCRIPTION
 MA0060
 MA0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MA0060'1.9 MI E FROM PORT ALLEGANY.
 MA0060'1.9 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE IN
 MA0060'PORT ALLEGANY, 184 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 MA0060'THE SENECA INN, 25 FEET EAST OF THE APPROXIMATE CENTER OF A
 MA0060'TRACK ROAD, 3 FEET NORTHWEST OF POWER LINE POLE NO. 364, 1.5
 MA0060'FEET WEST OF A METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE
 MA0060'POST, FLUSH, AND IS ABOUT LEVEL WITH THE HIGHWAY.
 MA0060
 MA0060                          STATION RECOVERY (2001)
 MA0060
 MA0060'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1882 ***********************************************************************
 MA1882  DESIGNATION -  FLASHER
 MA1882  PID         -  MA1882
 MA1882  STATE/COUNTY-  PA/WARREN
 MA1882  USGS QUAD   -  TIDIOUTE (1977)
 MA1882
 MA1882                         *CURRENT SURVEY CONTROL
 MA1882  ___________________________________________________________________
 MA1882* NAD 83(1992)-  41 42 55.02630(N)    079 22 57.96708(W)     ADJUSTED  
 MA1882* NAVD 88     -       537.     (meters)    1762.     (feet)  SCALED    
 MA1882  ___________________________________________________________________
 MA1882  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 MA1882  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MA1882
 MA1882  HORZ ORDER  -  FIRST
 MA1882
 MA1882.The horizontal coordinates were established by classical geodetic methods
 MA1882.and adjusted by the National Geodetic Survey in June 2002..
 MA1882
 MA1882.The orthometric height was scaled from a topographic map.
 MA1882
 MA1882.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1882
 MA1882.The geoid height was determined by GEOID03.
 MA1882
 MA1882;                    North         East     Units Scale Factor Converg.
 MA1882;SPC PA N     -   173,262.746   464,134.616   MT  0.99997032   -1 04 48.5
 MA1882;SPC PA N     -   568,446.19  1,522,748.32   sFT  0.99997032   -1 04 48.5
 MA1882;UTM  17      - 4,619,429.044   634,532.713   MT  0.99982272   +1 04 34.7
 MA1882
 MA1882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1882!SPC PA N     -   0.99992097  x   0.99997032  =   0.99989130
 MA1882!UTM  17      -   0.99992097  x   0.99982272  =   0.99974371
 MA1882
 MA1882:                Primary Azimuth Mark                     Grid Az
 MA1882:SPC PA N     -  CRIPPEN                                  022 40 02.9
 MA1882:UTM  17      -  CRIPPEN                                  020 30 39.7
 MA1882
 MA1882|---------------------------------------------------------------------|
 MA1882| PID    Reference Object                     Distance      Geod. Az  |
 MA1882|                                                           dddmmss.s |
 MA1882| MA1896 CRIPPEN                             APPROX.12.8 KM 0213514.4 |
 MA1882| CX4509 FLASHER RM 1                         27.530 METERS 07809     |
 MA1882| CX4510 FLASHER RM 2                         27.242 METERS 16552     |
 MA1882| CX4508 FLASHER AZ MK                                      2710016.4 |
 MA1882|---------------------------------------------------------------------|
 MA1882
 MA1882                          SUPERSEDED SURVEY CONTROL
 MA1882
 MA1882  NAD 83(1996)-  41 42 55.02718(N)    079 22 57.96655(W) AD(       ) 1
 MA1882  NAD 83(1986)-  41 42 55.02923(N)    079 22 57.96516(W) AD(       ) 1
 MA1882  NAD 27      -  41 42 54.81155(N)    079 22 58.79278(W) AD(       ) 1
 MA1882
 MA1882.Superseded values are not recommended for survey control.
 MA1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1882.See file dsdata.txt to determine how the superseded data were derived.
 MA1882
 MA1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG3453319429(NAD 83)
 MA1882_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1882
 MA1882  HISTORY     - Date     Condition        Report By
 MA1882  HISTORY     - 1938     MONUMENTED       CGS
 MA1882  HISTORY     - 1959     SEE DESCRIPTION  CGS
 MA1882
 MA1882                          STATION DESCRIPTION
 MA1882
 MA1882'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 MA1882'STATION IS ABOUT 2.0 MILES W OF ALLEGHENY RIVER, ABOUT 3.0 MILES NNE
 MA1882'OF TIDIOUTE, ON
 MA1882'PROPERTY OF BEN FLASHER, ABOUT 0.2 MILE NE OF MR. FLASHERS BARN, ON
 MA1882'SUMMIT OF A PROMINENT KNOLL IN PASTURE, 65 FEET NW OF A BARBWIRE
 MA1882'FENCE AROUND PASTURE, MARK PROJECTS 4 INCHES.
 MA1882'
 MA1882'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 MA1882'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 MA1882'
 MA1882'REFERENCE MARK NO.1 IS 27.530 METERS (90.322 FEET) E OF STATION SET
 MA1882'IN FENCE LINE AND PROJECTS ABOUT 6 INCHES.  REFERENCE MARK
 MA1882'NO.2 IS 27.242 METERS (89.380 FEET) S OF STATION SET IN FENCE LINE
 MA1882'AND PROJECTS 8 INCHES.
 MA1882'
 MA1882'AZIMUTH MARK IS APPROXIMATELY 0.15 MILE WSW OF STATION ON E SIDE OF
 MA1882'DIRT ROAD, 0.25 MILE N OF MR. FLASHERS BARN, 15 FEET E OF CENTER LINE
 MA1882'OF ROAD, 45 FEET SE OF ROAD ENTERING FIELD, AND PROJECTS 8 INCHES.
 MA1882'
 MA1882'TO REACH STATION FROM STATION IN TIDIOUTE, GO E UP RIVER FROM N END
 MA1882'OF BRIDGE 1.5 MILES TO A DIRT ROAD L, TURN L AND FOLLOW MAIN ROAD
 MA1882'2.0 MILES TO MR. FLASHERS HOME ON L AND BARN ON R, BEAR R ON ROAD TO
 MA1882'BARN, PASS AROUND L SIDE OF BARN TO A GATE, PASS THROUGH GATE AND
 MA1882'BEAR L UP THROUGH PASTURE TO SUMMIT OF KNOLL AND STATION.
 MA1882'
 MA1882'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MA1882
 MA1882                          STATION RECOVERY (1959)
 MA1882
 MA1882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 MA1882'STATION, AZIMUTH, AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 MA1882'ANGLE BETWEEN REFERENCE MARKS AND DISTANCE TO REFERENCE MARKS
 MA1882'CHECKED AND FOUND CORRECT.  DESCRIPTION ADEQUATE AND CORRECT EXCEPT
 MA1882'FOR THE FOLLOWING.  MR. G. SHECHLER NOW OWNS THE FLASHER HOME AND
 MA1882'PROPERTY AND PASTURE FENCE MENTIONED IN DESCRIPTION HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2860 ***********************************************************************
 KW2860  DESIGNATION -  FLAT ROCK
 KW2860  PID         -  KW2860
 KW2860  STATE/COUNTY-  PA/PERRY
 KW2860  USGS QUAD   -  ANDERSONBURG (1977)
 KW2860
 KW2860                         *CURRENT SURVEY CONTROL
 KW2860  ___________________________________________________________________
 KW2860* NAD 83(1992)-  40 15 19.17076(N)    077 24 48.80526(W)     ADJUSTED  
 KW2860* NAVD 88     -       606.     (meters)    1988.     (feet)  SCALED    
 KW2860  ___________________________________________________________________
 KW2860  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 KW2860  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KW2860
 KW2860  HORZ ORDER  -  FIRST
 KW2860
 KW2860.The horizontal coordinates were established by classical geodetic methods
 KW2860.and adjusted by the National Geodetic Survey in June 2002..
 KW2860
 KW2860.The orthometric height was scaled from a topographic map.
 KW2860
 KW2860.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2860
 KW2860.The geoid height was determined by GEOID03.
 KW2860
 KW2860;                    North         East     Units Scale Factor Converg.
 KW2860;SPC PA S     -   102,427.525   628,621.809   MT  0.99996528   +0 13 05.8
 KW2860;SPC PA S     -   336,047.64  2,062,403.39   sFT  0.99996528   +0 13 05.8
 KW2860;UTM  18      - 4,458,891.020   294,738.746   MT  1.00011867   -1 33 36.6
 KW2860
 KW2860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2860!SPC PA S     -   0.99991032  x   0.99996528  =   0.99987560
 KW2860!UTM  18      -   0.99991032  x   1.00011867  =   1.00002898
 KW2860
 KW2860|---------------------------------------------------------------------|
 KW2860| PID    Reference Object                     Distance      Geod. Az  |
 KW2860|                                                           dddmmss.s |
 KW2860| CJ9787 FLAT ROCK RM 1                       20.800 METERS 05316     |
 KW2860| CJ9788 FLAT ROCK RM 2                       14.890 METERS 18114     |
 KW2860| KW2859 BOWERS                              APPROX. 6.2 KM 3032627.8 |
 KW2860|---------------------------------------------------------------------|
 KW2860
 KW2860                          SUPERSEDED SURVEY CONTROL
 KW2860
 KW2860  NAD 83(1986)-  40 15 19.16816(N)    077 24 48.80935(W) AD(       ) 1
 KW2860  NAD 27      -  40 15 18.85900(N)    077 24 49.86200(W) AD(       ) 1
 KW2860
 KW2860.Superseded values are not recommended for survey control.
 KW2860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2860.See file dsdata.txt to determine how the superseded data were derived.
 KW2860
 KW2860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK9473958891(NAD 83)
 KW2860_MARKER: DS = TRIANGULATION STATION DISK
 KW2860_SETTING: 80 = SET IN A BOULDER
 KW2860_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KW2860
 KW2860  HISTORY     - Date     Condition        Report By
 KW2860  HISTORY     - 1935     MONUMENTED       CGS
 KW2860  HISTORY     - 1939     GOOD             CGS
 KW2860  HISTORY     - 1952     GOOD             AMS
 KW2860  HISTORY     - 20060813 GOOD             GEOCAC
 KW2860
 KW2860                          STATION DESCRIPTION
 KW2860
 KW2860'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KW2860'THIS STATION IS LOCATED ON S END OF BLUE MOUNTAIN RIDGE NEAR COUNTY
 KW2860'LINE AT POINT KNOWN LOCALLY AS FLAT ROCK, A WELL-KNOWN
 KW2860'OBSERVATION POINT OVERLOOKING THE CUMBERLAND VALLEY.  IT IS ON
 KW2860'HIGHEST POINT AT THIS LOCATION, IN TRAIL ABOUT 60 YARDS N OF FLAT
 KW2860'ROCK.
 KW2860'
 KW2860'STATION MARK IS A STANDARD BRONZE DISK SET IN A DRILL HOLE IN MEDIUM
 KW2860'SIZED FLAT BOULDER.
 KW2860'
 KW2860'REFERENCE MARK NO. 1 IS 20.80 METERS (68.24 FEET) E OF STATION.  IT
 KW2860'IS A STANDARD BRONZE DISK SET IN A DRILL HOLE IN A NOT VERY STABLE
 KW2860'FLAT ROCK.
 KW2860'
 KW2860'REFERENCE MARK NO. 2 IS IN TRAIL 14.89 METERS (48.85 FEET) S OF
 KW2860'STATION.  IT IS A STANDARD BRONZE DISK SET IN A DRILL HOLE IN A
 KW2860'FLAT ROCK.
 KW2860'
 KW2860'TO REACH STATION FROM MCCREA POST OFFICE, GO NE ON MACADAM ROAD 2.2
 KW2860'MILES TO T-ROAD RIGHT, MARKED ICKES ROAD, ALSO FLAT ROCK, WITH AN
 KW2860'ARROW.  TURN SHARPLY TO RIGHT AND FOLLOW WOODS ROAD ABOUT 3 MILES TO
 KW2860'SUMMIT AND STATION.  TRUCK MAY BE DRIVEN TO WITHIN 1/4 MILE OF
 KW2860'STATION.
 KW2860'
 KW2860'A 37-FOOT TOWER USED.
 KW2860'
 KW2860'NO CUTS V.G.
 KW2860
 KW2860                          STATION RECOVERY (1939)
 KW2860
 KW2860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (TD)
 KW2860'VISITED ON APRIL 22, 1939.  ALL MARKINGS LOCATED AS INDICATED AND
 KW2860'FOUND TO BE IN GOOD ORDER.
 KW2860
 KW2860                          STATION RECOVERY (1952)
 KW2860
 KW2860'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 KW2860'STATION IS BATTERED, BUT STILL CEMENTED IN PLACE IN ROCK.  THE
 KW2860'STATION, A STANDARD USC AND GS BRONZE TRIANGULATION DISC, SET IN THE
 KW2860'TOP OF A 6X7 FOOT FLAT ROCK, 2 FEET HIGHER IN ELEVATION THAN THE
 KW2860'GROUND, WAS RECOVERED IN GOOD CONDITION, AS DESCRIBED WITH THE
 KW2860'FOLLOWING ADDITIONS AND CORRECTIONS-
 KW2860'
 KW2860'NEW ACCESS ROUTE- TO REACH FROM MCCREA POST OFFICE, GO NE ON MACADAM
 KW2860'ROAD FOR 2.65 MILES TO T ROAD RIGHT.  TURN SHARPLY TO RIGHT,
 KW2860'AND FOLLOW OLD ROAD APPROXIMATELY 2.0 MILES TO END OF TRUCK TRAVEL.
 KW2860'CONTINUE ON FOOT FOR APPROXIMATELY 1/4 MILE TO SUMMIT,
 KW2860'AND STATION.
 KW2860'
 KW2860'THE STATION IS 73 FEET NE OF A TALL ISOLATED PINE TREE, 298 FEET W OF
 KW2860'AN ISOLATED PINE,
 KW2860'
 KW2860'NOTE- THE ROCK IN WHICH THE STATION IS SET IS NOT SOLID-A PERSONS
 KW2860'WEIGHT ON THE S SIDE WILL TEETER THE ROCK.
 KW2860
 KW2860                          STATION RECOVERY (2006)
 KW2860
 KW2860'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2860'NOTE - STATION DISK IS UNREADABLE DUE TO FOOT TRAFFIC ON TRAIL.
 KW2860' 
 KW2860'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION 68.24 FEET E OF
 KW2860'STATION.
 KW2860' 
 KW2860'REFERENCE MARK 2 DISK IS MISSING, BUT DRILL HOLE REMAINS 48.85 FEET S
 KW2860'OF STATION AND IN THE MIDDLE OF TRAIL TO OVERLOOK.
 KW2860' 
 KW2860'STATION CAN BE REACHED FROM COLONEL DENNING STATE PARK BY FOLLOWING
 KW2860'MARKED FLAT ROCK TRAIL ABOUT 2.5 MILES TO STATION LOCATED IN MIDDLE OF
 KW2860'TRAIL ABOUT 200 FEET NORTH OF FLAT ROCK AND TRAIL END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5771 ***********************************************************************
 KV5771  DESIGNATION -  FLECK
 KV5771  PID         -  KV5771
 KV5771  STATE/COUNTY-  PA/BUCKS
 KV5771  USGS QUAD   -  LANGHORNE (1993)
 KV5771
 KV5771                         *CURRENT SURVEY CONTROL
 KV5771  ___________________________________________________________________
 KV5771* NAD 83(1992)-  40 08 09.16745(N)    074 57 19.75168(W)     ADJUSTED  
 KV5771* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 KV5771  ___________________________________________________________________
 KV5771  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 KV5771  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KV5771
 KV5771  HORZ ORDER  -  FIRST
 KV5771
 KV5771.The horizontal coordinates were established by classical geodetic methods
 KV5771.and adjusted by the National Geodetic Survey in June 2002..
 KV5771
 KV5771.The orthometric height was scaled from a topographic map.
 KV5771
 KV5771.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5771
 KV5771.The geoid height was determined by GEOID03.
 KV5771
 KV5771;                    North         East     Units Scale Factor Converg.
 KV5771;SPC PA S     -    92,878.140   838,114.788   MT  0.99997451   +1 48 47.0
 KV5771;SPC PA S     -   304,717.70  2,749,714.93   sFT  0.99997451   +1 48 47.0
 KV5771;SPC NJ       -   144,699.898   111,185.262   MT  0.99991854   -0 17 37.0
 KV5771;SPC NJ       -   474,736.25    364,780.31   sFT  0.99991854   -0 17 37.0
 KV5771;UTM  18      - 4,442,839.680   503,792.110   MT  0.99960018   +0 01 43.3
 KV5771
 KV5771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5771!SPC PA S     -   0.99999647  x   0.99997451  =   0.99997098
 KV5771!SPC NJ       -   0.99999647  x   0.99991854  =   0.99991501
 KV5771!UTM  18      -   0.99999647  x   0.99960018  =   0.99959665
 KV5771
 KV5771:                Primary Azimuth Mark                     Grid Az
 KV5771:SPC PA S     -  FLECK AZ MK                              051 20 39.5
 KV5771:SPC NJ       -  FLECK AZ MK                              053 27 03.5
 KV5771:UTM  18      -  FLECK AZ MK                              053 07 43.2
 KV5771
 KV5771|---------------------------------------------------------------------|
 KV5771| PID    Reference Object                     Distance      Geod. Az  |
 KV5771|                                                           dddmmss.s |
 KV5771| CB5933 FLECK AZ MK                                        0530926.5 |
 KV5771| KV5574 FLORENCE RANGE REAR LIGHT           APPROX.11.1 KM 0930540.7 |
 KV5771| KV5618 BURLINGTON LIGHT                    APPROX. 9.9 KM 1282027.1 |
 KV5771| KV5593 BURLINGTON BRISTOL BRID S PIER      APPROX. 9.6 KM 1295443.9 |
 KV5771| KV5711 BEVERLY WALL ROPE WORKS TANK        APPROX. 9.1 KM 1615501.2 |
 KV5771| KV5773 FLECK 2                              22.968 METERS 16247     |
 KV5771| KV5766 EDDINGTON ST FRAN VO SCH SPIRE      APPROX. 5.5 KM 1624706.4 |
 KV5771| CB5934 FLECK RM 1                           43.452 METERS 25001     |
 KV5771| CB5935 FLECK RM 2                           39.527 METERS 32056     |
 KV5771|---------------------------------------------------------------------|
 KV5771
 KV5771                          SUPERSEDED SURVEY CONTROL
 KV5771
 KV5771  NAD 83(1996)-  40 08 09.16569(N)    074 57 19.75413(W) AD(       ) 1
 KV5771  NAD 83(1986)-  40 08 09.16396(N)    074 57 19.75623(W) AD(       ) 1
 KV5771  NAD 27      -  40 08 08.76500(N)    074 57 21.15200(W) AD(       ) 1
 KV5771
 KV5771.Superseded values are not recommended for survey control.
 KV5771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5771.See file dsdata.txt to determine how the superseded data were derived.
 KV5771
 KV5771_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0379242840(NAD 83)
 KV5771_MARKER: DS = TRIANGULATION STATION DISK
 KV5771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5771_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV5771
 KV5771  HISTORY     - Date     Condition        Report By
 KV5771  HISTORY     - 1933     MONUMENTED       CGS
 KV5771  HISTORY     - 1947     GOOD             CGS
 KV5771  HISTORY     - 1958     GOOD             CGS
 KV5771  HISTORY     - 1965     GOOD             CGS
 KV5771  HISTORY     - 1966     GOOD             CGS
 KV5771
 KV5771                          STATION DESCRIPTION
 KV5771
 KV5771'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5771'THIS STATION IS ON LAND BELONGING TO DR. HORACE FLECKENSTINE OF
 KV5771'NEWPORTVILLE, ABOUT 3.5 MILES SW OF LANGHORNE, AND 3.25 MILES WNW OF
 KV5771'NEWPORTVILLE.  THE TENANT AT PRESENT IS W. GALLAGHER.  THE STATION IS
 KV5771'IN THE SW CORNER OF A FIELD, AT PRESENT IN CULTIVATION, 42 FT N
 KV5771'OF A RD LEADING W PAST THE STATION, 28 FT E OF A FARM RD LEADING N,
 KV5771'65 FT E OF TWO TWIN LOCUST TREES ON THE N SIDE OF THE
 KV5771'MAIN ROAD, AND 67 FEET NW OF A WILD APPLE TREE, ALSO ON THE N SIDE OF
 KV5771'THE MAIN ROAD.  THE MARK IS SET 1 FOOT UNDERGROUND.
 KV5771'
 KV5771'SURFACE, UNDERGROUND AND REFERENCE MARKS NO. 1 AND 2 ARE STANDARD
 KV5771'BRONZE DISKS SET IN CONCRETE.
 KV5771'
 KV5771'REFERENCE MARK NO. 1 IS W OF THE STATION, 18 FEET N OF THE ROAD
 KV5771'LEADING PAST THE STATION, 65 FEET W OF THE TWIN LOCUSTS, AND PROJECTS
 KV5771'6 INCHES.  REFERENCE MARK NO. 2 IS N OF THE STATION, AT THE CREST OF
 KV5771'THE HILL, AND 9 FEET E OF THE FARM ROAD.  IT PROJECTS 6 INCHES.
 KV5771'
 KV5771'NO AZIMUTH MARK WAS SET.
 KV5771'
 KV5771'TO REACH THE STATION FROM TRENTON, GO SW ON U.S. HIGHWAY 1, 9.0 MILES
 KV5771'FROM THE BRIDGE OVER THE DELAWARE RIVER TO A T- ROAD S IN OXFORD,
 KV5771'(60 YARDS PAST THE BRIDGE OVER THE NESHAMINY RIVER).  TURN S ON THIS
 KV5771'ROAD AND GO 0.15 MILE, PASS OVER A NEW HIGHWAY GRADE, THEN CONTINUE
 KV5771'0.55 MILE TO A DIRT CROSS ROAD.  TURN RIGHT ON THIS ROAD (GOING DOWN
 KV5771'A SHORT GRADE) AND GO 0.45 MILE TO THE FARM ROAD LEADING N AND THE
 KV5771'STATION IN THE CORNER OF THE FIELD.
 KV5771
 KV5771                          STATION RECOVERY (1947)
 KV5771
 KV5771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5771'STATION RECOVERED IN GOOD CONDITION AFTER A 2-HOUR SEARCH.  DISTANCES
 KV5771'TO REFERENCE MARKS WERE MEASURED AND FOUND TO BE CORRECT.  THE
 KV5771'FOLLOWING CHANGES HAVE OCCURRED WHICH MAKE THE ORIGINAL DESCRIPTION
 KV5771'INADEQUATE FOR PRESENT DAY RECOVERY-
 KV5771'
 KV5771'1. OAKFORD AND NOT OXFORD IS A PROMINENT POINT ALONG U.S. HIGHWAY 1
 KV5771'AND REFERENCES TO THE OTHER TOWNS ARE CONSIDERED REDUNDANT.
 KV5771'
 KV5771'2. THE NEW HIGHWAY GRADE IS NEW U.S. HIGHWAY 1.
 KV5771'
 KV5771'3. NO WILD APPLE TREES WERE FOUND NEAR THE STATION.
 KV5771'
 KV5771'4. THE TENANT W. GALLAGHER HAS CHANGED, AND MENTION OF THE NEW TENANT
 KV5771'IS NOT CONSIDERED NECESSARY.
 KV5771'
 KV5771'5. ONLY ONE LOCUST TREE REMAINS.
 KV5771'
 KV5771'6. THE CEMETERY PROVIDES A GOOD REFERENCE.
 KV5771'
 KV5771'A COMPLETE NEW DESCRIPTION FOLLOWS-
 KV5771'
 KV5771'STATION IS LOCATED IN THE CORNER OF FIELD ON THE DR. HORACE
 KV5771'FLECKENSTINE PROPERTY, 300 FEET W ALONG TREVOSE ROAD FROM THE NW
 KV5771'CORNER OF LAFAYETTE MEMORIAL PARK CEMETERY, 42 FEET N OF TREVOSE ROAD
 KV5771'CENTER LINE, 28 FEET E OF FARM ROAD CENTER LINE, 65 FEET E OF A LONE
 KV5771'20-INCH LOCUST TREE, AND 23 FEET E OF A SINGLE 6-INCH WILD CHERRY
 KV5771'TREE.  MONUMENT IS 1 FOOT BELOW THE GROUND SURFACE.
 KV5771'
 KV5771'STATION MAY BE REACHED BY TRAVELING U.S. HIGHWAY 1 TO OAKFORD, THENCE
 KV5771'S ALONG BRISTOL ROAD 0.55 MILE TO TREVOSE ROAD, AND THENCE 0.4
 KV5771'MILE W ALONG TREVOSE ROAD TO THE STATION.
 KV5771'
 KV5771'R.M. 1 IS W OF THE STATION, 18 FEET N OF TREVOSE ROAD CENTER LINE, 66
 KV5771'FEET W OF 20-INCH LONE LOCUST TREE, AND 6 INCHES BELOW THE GROUND
 KV5771'SURFACE.
 KV5771'
 KV5771'R.M. 2 IS N OF THE STATION, AT THE CREST OF THE HILL, AND 9 FEET E OF
 KV5771'THE FARM ROAD, AND PROJECTS 6 INCHES.
 KV5771
 KV5771                          STATION RECOVERY (1958)
 KV5771
 KV5771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JEG)
 KV5771'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  A
 KV5771'NEW AZIMUTH MARK WAS ESTABLISHED.  THE OLD DESCRIPTION IS
 KV5771'INADEQUATE, A NEW ONE FOLLOWS.
 KV5771'
 KV5771'THE STATION IS IN THE SOUTHWEST CORNER OF A CULTIVATED FIELD ON THE
 KV5771'PROPERTY OF DR. HORACE FLECKENSTINE WHICH IS LOCATED 3.5 MILES
 KV5771'SOUTHWEST OF LONGHORNE AND 3.25 MILES WEST-NORTHWEST OF NEWPORTVILLE.
 KV5771'IT IS ABOUT 300 FEET WEST OF THE NORTHWEST CORNER OF THE
 KV5771'EVERGREEN MEMORIAL CEMETERY, 65 FEET EAST OF A TALL LOCUST TREE, 42
 KV5771'FEET NORTH OF THE CENTERLINE OF THEVOSE ROAD, AND 28 FEET EAST OF A
 KV5771'FARM ROAD.
 KV5771'
 KV5771'STATION IS MARKED BY A STANDARD STATION DISK STAMPED, FLECK 1933 SET
 KV5771'IN THE CENTER OF AN IRREGULAR MASS OF CONCRETE THE SURFACE OF WHICH
 KV5771'IS 9 INCHES BELOW THE SURFACE OF THE GROUND.
 KV5771'
 KV5771'TO REACH THE STATION FROM THE POINT AT WHICH U.S. HIGHWAY 1 CROSSES
 KV5771'OVER THE PENNSYLVANIA TURNPIKE, GO NORTHEAST ON U.S. 1 FOR 0.2 MILES
 KV5771'TO A ROAD RIGHT AT SIGN EVERGREEN MEMORIAL PARK, TURN RIGHT AND
 KV5771'PROCEED SOUTHEAST AND EAST ON SURFACED ROAD FOR 0.55 MILES TO A
 KV5771'FARM ROAD AND STATION ON LEFT.
 KV5771'
 KV5771'THE AZIMUTH MARK IS AT THE T-ROAD INTERSECTION OF OVERLAND ROAD AND
 KV5771'ORCHARD AVENUE, 127 FEET NORTHWEST OF A FIELDSTONE HOUSE, 40 FEET
 KV5771'NORTHWEST OF POWER POLE 8, 36 FEET EAST OF POWER POLE 4198, 21 FEET
 KV5771'EAST OF THE CENTERLINE OF OVERLAND STREET, AND 17 FEET NORTH OF
 KV5771'THE CENTERLINE OF ORCHARD AVENUE.
 KV5771'
 KV5771'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THEVOSE ROAD
 KV5771'FOR 0.4 MILES TO INTERSECTION WITH BRISTOL ROAD.  TURN LEFT
 KV5771'(NORTH) ON BRISTOL ROAD AND PROCEED 0.1 MILES TO OVERLAND ROAD.  TURN
 KV5771'RIGHT (EAST) AND CONTINUE FOR 0.1 MILES TO THE INTERSECTION OF
 KV5771'ORCHARD AVENUE AND OVERLAND ROAD.  THE AZIMUTH MARK IS ON THE LEFT.
 KV5771'
 KV5771'THE POINT IS MARKED BY A STANDARD AZIMUTH MARK DISK STAMPED, FLECK
 KV5771'1958 SET IN THE CENTER OF A 10 INCH SQUARE CONCRETE MONUMENT
 KV5771'PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 KV5771'
 KV5771'RM 1 IS 65 FEET WEST OF THE TALL LOCUST TREE, 22 FEET NORTH OF THE
 KV5771'CENTERLINE OF THEVOSE ROAD.  THE MARK IS A STANDARD REFERENCE MARK
 KV5771'DISK STAMPED, FLECK NO 1 1933 SET IN THE CENTER OF AN IRREGULAR MASS
 KV5771'OF CONCRETE THE TOP OF WHICH IS 6 INCHES BELOW THE SURFACE OF THE
 KV5771'GROUND.
 KV5771'
 KV5771'RM 2 IS ON THE CREST OF THE HILL NORTH OF STATION, 9 FEET EAST OF THE
 KV5771'FARM ROAD.  THE MARK IS A STANDARD REFERENCE MARK DISK STAMPED,
 KV5771'FLECK NO 2 1933 SET IN THE CENTER OF A 10 INCH SQUARE CONCRETE
 KV5771'MONUMENT PROJECTING 6 INCHES ABOVE THE GROUND.
 KV5771
 KV5771                          STATION RECOVERY (1965)
 KV5771
 KV5771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DCW)
 KV5771'THE STATION WAS RECOVERED IN GOOD CONDITION.
 KV5771'
 KV5771'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  NEW REFERENCE
 KV5771'MEASUREMENTS ARE AS FOLLOWS.  THE MARK IS AT THE T-ROAD INTERSECTION
 KV5771'OF OVERLAND ROAD AND ORCHARD AVE., 127 FT. N.W. OF A FIELD STONE
 KV5771'HOUSE, 40 FT. N. OF POWER POLE NO 8, 36 FT. S.W. OF POWER POLE NO
 KV5771'4198, 21 FT. N.W. OF THE CENTERLINE OF OVERLAND ROAD AND 17 FT. S.W.
 KV5771'OF THE CENTERLINE OF ORCHARD AVE.
 KV5771
 KV5771                          STATION RECOVERY (1966)
 KV5771
 KV5771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KV5771'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 KV5771'TO BE IN GOOD CONDITION.  A DISCREPANCY WAS FOUND IN THE DESCRIPTION
 KV5771'OF THE REFERENCE MARKS.  THE MEASURED DISTANCES SHOULD BE
 KV5771'INTERCHANGED.
 KV5771'
 KV5771'THE KORMAN REALTY COMPANY, INC. PLANS CONSTRUCTION IN THE AREA OF THE
 KV5771'STATION AND THEY STATED THAT ALL MARKS WOULD BE DESTROYED.
 KV5771'THEREFORE STATION FLECK 2 WAS ESTABLISHED.
 KV5771'
 KV5771'SEE DESCRIPTION FOR FLECK 2.
 KV5771'
 KV5771'THE STATION MARK AND REFERENCE MARKS WERE NOT DESTROYED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5773 ***********************************************************************
 KV5773  DESIGNATION -  FLECK 2
 KV5773  PID         -  KV5773
 KV5773  STATE/COUNTY-  PA/BUCKS
 KV5773  USGS QUAD   -  LANGHORNE (1993)
 KV5773
 KV5773                         *CURRENT SURVEY CONTROL
 KV5773  ___________________________________________________________________
 KV5773* NAD 83(1992)-  40 08 08.45616(N)    074 57 19.46453(W)     ADJUSTED  
 KV5773* NAVD 88     -        58.9    (meters)     193.     (feet)  GPS OBS   
 KV5773  ___________________________________________________________________
 KV5773  X           -   1,267,491.649 (meters)                     COMP
 KV5773  Y           -  -4,715,659.416 (meters)                     COMP
 KV5773  Z           -   4,089,531.644 (meters)                     COMP
 KV5773  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 KV5773  ELLIP HEIGHT-          25.79  (meters)          (08/10/01) GPS OBS
 KV5773  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KV5773
 KV5773  HORZ ORDER  -  FIRST
 KV5773  ELLP ORDER  -  FOURTH    CLASS II
 KV5773
 KV5773.The horizontal coordinates were established by GPS observations
 KV5773.and adjusted by the National Geodetic Survey in June 1994..
 KV5773
 KV5773.The orthometric height was determined by GPS observations and a
 KV5773.high-resolution geoid model.
 KV5773
 KV5773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5773
 KV5773.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5773
 KV5773.The ellipsoidal height was determined by GPS observations
 KV5773.and is referenced to NAD 83.
 KV5773
 KV5773.The geoid height was determined by GEOID03.
 KV5773
 KV5773;                    North         East     Units Scale Factor Converg.
 KV5773;SPC PA S     -    92,856.428   838,122.276   MT  0.99997453   +1 48 47.2
 KV5773;SPC PA S     -   304,646.46  2,749,739.50   sFT  0.99997453   +1 48 47.2
 KV5773;SPC NJ       -   144,677.927   111,191.947   MT  0.99991853   -0 17 36.8
 KV5773;SPC NJ       -   474,664.17    364,802.25   sFT  0.99991853   -0 17 36.8
 KV5773;UTM  18      - 4,442,817.753   503,798.916   MT  0.99960018   +0 01 43.5
 KV5773
 KV5773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5773!SPC PA S     -   0.99999595  x   0.99997453  =   0.99997048
 KV5773!SPC NJ       -   0.99999595  x   0.99991853  =   0.99991448
 KV5773!UTM  18      -   0.99999595  x   0.99960018  =   0.99959614
 KV5773
 KV5773|---------------------------------------------------------------------|
 KV5773| PID    Reference Object                     Distance      Geod. Az  |
 KV5773|                                                           dddmmss.s |
 KV5773| CB5936 FLECK 2 RM 3                         11.180 METERS 07749     |
 KV5773| CS3445 BURLINGTON TWP NJ WATER TANK                       1162249.7 |
 KV5773| CS3437 BEAM CORP COMM ANTENNA                             1513018.1 |
 KV5773| KV5766 EDDINGTON ST FRAN VO SCH SPIRE      APPROX. 5.4 KM 1624706.6 |
 KV5773| KV6113 FLECK 2 AZ MK                       APPROX. 0.5 KM 2433931.7 |
 KV5773| CS3459 EASTERN STATE SCHOOL STANDPIPE                     2590009.6 |
 KV5773| CB5937 FLECK 2 RM 4                         36.166 METERS 26003     |
 KV5773| KV5771 FLECK                                22.968 METERS 34247     |
 KV5773|---------------------------------------------------------------------|
 KV5773
 KV5773                          SUPERSEDED SURVEY CONTROL
 KV5773
 KV5773  NAD 83(1996)-  40 08 08.45403(N)    074 57 19.46685(W) AD(       ) 1
 KV5773  NAD 83(1996)-  40 08 08.45660(N)    074 57 19.46430(W) AD(       ) 1
 KV5773  ELLIP H (06/28/94)   25.76   (m)                       GP(       ) 4 1
 KV5773  ELLIP H (01/27/92)   26.16   (m)                       GP(       ) 4 1
 KV5773  NAD 83(1986)-  40 08 08.45217(N)    074 57 19.46890(W) AD(       ) 2
 KV5773  NAD 27      -  40 08 08.05292(N)    074 57 20.86457(W) AD(       ) 2
 KV5773  NGVD 29 (07/14/89)   59.5    (m)          195.     (f) GPS OBS        
 KV5773
 KV5773.Superseded values are not recommended for survey control.
 KV5773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5773.See file dsdata.txt to determine how the superseded data were derived.
 KV5773
 KV5773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0379942818(NAD 83)
 KV5773_MARKER: DD = SURVEY DISK
 KV5773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5773_SP_SET: SQUARE CONCRETE MONUMENT
 KV5773_STAMPING: FLECK 2 1966
 KV5773_MARK LOGO: CGS   
 KV5773_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5773+STABILITY: SURFACE MOTION
 KV5773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5773+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2000
 KV5773
 KV5773  HISTORY     - Date     Condition        Report By
 KV5773  HISTORY     - 1966     MONUMENTED       CGS
 KV5773  HISTORY     - 1966     GOOD             CGS
 KV5773  HISTORY     - 1974     GOOD             NGS
 KV5773  HISTORY     - 1983     GOOD             PADT
 KV5773  HISTORY     - 1984     GOOD             PADT
 KV5773  HISTORY     - 19930601 GOOD             ADRGS
 KV5773  HISTORY     - 20000501 GOOD             PADT
 KV5773  HISTORY     - 20051204 MARK NOT FOUND   ACT
 KV5773
 KV5773                          STATION DESCRIPTION
 KV5773
 KV5773'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KV5773'THE STATION IS LOCATED ON THE NORTH EDGE OF PHILADELPHIA, ABOUT 0.5
 KV5773'MILE NORTHEAST OF THE INTERSECTION OF THE PENNSYLVANIA
 KV5773'TURNPIKE AND U.S. HIGHWAY 1 AND ON THE NORTH BOUNDARY LINE OF THE
 KV5773'EASTERN YOUTH DEVELOPMENT CENTER.
 KV5773'
 KV5773'TO REACH THE STATION FROM THE INTERSECTION OF THE PENNSYLVANIA
 KV5773'TURNPIKE (EXIT NO. 28) AND U.S. HIGHWAY 1, GO NORTH ON U.S.
 KV5773'HIGHWAY 1 FOR 0.25 MILE TO A SIDE ROAD ON THE RIGHT AND SIGN READING
 KV5773'DRIVERS EXAMINATION COURSE AND ALSO KING DAVID MEMORIAL PARK.  TURN
 KV5773'RIGHT AND GO EAST ON SURFACE ROAD FOR 0.2 MILE TO A T INTERSECTION,
 KV5773'KEEP THE LEFT FORK AND GO NORTHEAST FOR 0.3 MILE TO THE STATION
 KV5773'ON THE RIGHT AND A ROAD APPROACH ON THE LEFT TO A OPEN FIELD.
 KV5773'
 KV5773'THE STATION MARK IS 120 FEET EAST OF A POWER LINE POLE NO. 98002, 56
 KV5773'FEET SOUTHEAST OF THE INTERSECTION OF FIELD ROAD AND COUNTY ROAD,
 KV5773'41 FEET SOUTHWEST OF A POWER LINE POLE AND 36 FEET SOUTHEAST OF THE
 KV5773'CENTER LINE OF THE COUNTY ROAD.  THE MARK IS A STANDARD DISK SET
 KV5773'IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND,
 KV5773'STAMPED FLECK 2 1966.
 KV5773'
 KV5773'REFERENCE MARK NO. 3 IS 36 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 KV5773'AND 18 FEET SOUTH OF A POWER LINE POLE.  THE MARK IS A STANDARD
 KV5773'DISK SET IN A SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND,
 KV5773'STAMPED FLECK 2 NO 3 1966.
 KV5773'
 KV5773'REFERENCE MARK NO. 4 IS 32 FEET SOUTHEAST OF THE CENTER LINE OF THE
 KV5773'ROAD AND 1 FOOT EAST OF A POWER LINE POLE NO.  98002.  THE MARK
 KV5773'IS A STANDARD DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS ABOUT
 KV5773'5 INCHES ABOVE THE GROUND, STAMPED FLECK 2 NO 4 1966.
 KV5773'
 KV5773'THE DIRECTION TO THE GOLD CROSS-ST. FRANCIS SCHOOL WAS VERIFIED FROM
 KV5773'STATION FLECK 1933.
 KV5773
 KV5773                          STATION RECOVERY (1966)
 KV5773
 KV5773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KV5773'RECOVERED IN GOOD CONDITION.
 KV5773
 KV5773                          STATION RECOVERY (1974)
 KV5773
 KV5773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KV5773'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 KV5773'AS DESCRIBED IN THE 1966 DESCRIPTION.  THIS STATION WAS NOT OCCUPIED
 KV5773'AT THIS DATE.
 KV5773
 KV5773                          STATION RECOVERY (1983)
 KV5773
 KV5773'RECOVERY NOTE BY PA DEPT OF TRANSP 1983 (JAY)
 KV5773'THE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE RECOVERED IN GOOD
 KV5773'CONDITION. THE DISTANCE TO REFERENCE MARK 3 AGREED WITH PREVIOUS
 KV5773'DATA BUT THE DISTANCE TO REFERENCE MARK 4 WAS SHORTER BY O.027 M (0.09
 KV5773'FT).  ANGLES WERE NOT CHECKED.  APPARENTLY POWER POLE NUMBER 98002
 KV5773'HAS BEEN MOVED TO THE OPPOSITE SIDE OF REFERENCE MARK 4 WHICH MAY
 KV5773'ACCOUNT FOR THE DISTURBANCE OF THE REFERENCE MARK AND THE SHORTER
 KV5773'DISTANCE FOUND.  A NEW TO REACH DESCRIPTION FOLLOWS.
 KV5773'
 KV5773'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND
 KV5773'PENNSYLVANIA TURNPIKE (EXIT 28) GO NORTH ON HIGHWAY 1 FOR 0.72 KM
 KV5773'(0.45 MI) TO FIRST EXIT, NESHAMINY EXIT, BEAR RIGHT ON EXIT FOR O.40
 KV5773'KM (0.25 MI) TO ROCKHILL DRIVE.  CONTINUE RIGHT FOR 0.32 KM (0.2 MI)
 KV5773'TO TEE INTERSECTION WITH NESHAMINY BOULEVARD/TREVOSE ROAD.  TURN LEFT
 KV5773'FOR 0.08 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 KV5773'
 KV5773'STATION IS 35.7 M (117 FT) EAST FROM POWER POLE NUMBER 98002, 12.8 M
 KV5773'(42 FT) WEST-SOUTHWEST FROM POWER POLE NUMBER 98004 AND 11.9 M
 KV5773'(39 FT) SOUTH FROM THE CENTERLINE OF NESHAMINY BOULEVARD.
 KV5773'
 KV5773'REFERENCE MARK 3 IS 11.9 M (39 FT) SOUTH FROM THE CENTERLINE OF
 KV5773'NESHAMINY BOULEVARD AND 3.7 M (12 FT) SOUTH FROM POWER POLE NUMBER
 KV5773'98004.
 KV5773'
 KV5773'REFERENCE MARK 4 IS 11.0 M (36 FT) SOUTH FROM THE CENTERLINE OF
 KV5773'NESHAMINY BOULEVARD AND 0.6 M (2 FT) WEST FROM POWER POLE NUMBER 98002
 KV5773
 KV5773                          STATION RECOVERY (1984)
 KV5773
 KV5773'RECOVERY NOTE BY PA DEPT OF TRANSP 1984 (RBG)
 KV5773'THE STATION AND REFERENCE MARKS 3 AND 4 WERE RECOVERED AND
 KV5773'FOUND IN GOOD CONDITION.
 KV5773'IT APPEARS THAT POWER POLE 98002 HAS BEEN RENEWED OR MOVED OR BOTH.
 KV5773'DISTURBANCE OF RM 4 IS INDICATED SINCE IT IS NOW 1.0 FOOT WEST FROM
 KV5773'POWER POLE 98002 AND THE ANGLE BETWEEN RM 3 AND RM 4 IS NEARLY ONE
 KV5773'DEGREE LESS THAN THE OLD ANGLE.
 KV5773'ALSO THE DISTANCE BETWEEN THE STATION AND RM 4 IS 2.3 CM SHORTER.
 KV5773'A NEW AZIMUTH MARK WAS SET SOUTHWEST OF THE STATION.
 KV5773'A NEW TO REACH FOLLOWS.
 KV5773'
 KV5773'TO REACH THE STATION FROM THE ENTRANCE TO THE PENNSYLVANIA TURNPIKE
 KV5773'ON HIGHWAY US 1, GO NORTHEAST FOR 0.48 KM (0.3 MI) ON HIGHWAY US 1,
 KV5773'TO THE NESHAMINY EXIT,
 KV5773'TURN RIGHT AND GO NORTHEAST FOR 0.16 KM (0.1 MI) ON EXIT RAMP TO
 KV5773'TRAFFIC LIGHT,
 KV5773'TURN RIGHT AND GO SOUTHEAST FOR 0.32 KM (0.2 MI) ON ROCKHILL DRIVE
 KV5773'TO A STOP SIGN AT OLD TREVOSE ROAD (NESHAMINY
 KV5773'BOULEVARD),
 KV5773'TURN LEFT AND GO NORTHEAST FOR 0.08 KM (0.05 MI) ON OLD TREVOSE
 KV5773'ROAD TO THE STATION ON THE RIGHT.
 KV5773'
 KV5773'AZIMUTH MARK NO. 1 IS A STANDARD PADT DISK
 KV5773'STAMPED---FLECK 2 1966-1984---,
 KV5773'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5773'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV5773'21.46 METERS (70.4 FT) NORTHWEST FROM A POWER POLE NUMBER 2248,
 KV5773'20.18 METERS (66.2 FT) SOUTH-SOUTHWEST FROM THE CENTER OF OLD
 KV5773'TREVOSE ROAD,
 KV5773'10.73 METERS (35.2 FT) SOUTH FROM A POWER POLE NUMBER 92574, AND
 KV5773'9.85 METERS (32.3 FT) NORTH FROM THE CENTER OF THE ROAD LEADING
 KV5773'TO THE PADT COMPLEX.
 KV5773'TO REACH THE AZIMUTH FROM THE STATION,
 KV5773'GO SOUTHWEST FOR 0.48 KM (0.30 MI) ON OLD TREVOSE ROAD TO
 KV5773'THE ENTRANCE TO THE STATE POLICE BARRACKS AND THE STATION ON THE
 KV5773'RIGHT.
 KV5773'
 KV5773'THE EASTERN STATE SCHOOL STANDPIPE AND THE BEAM CORPORATION
 KV5773'COMMUNICATIONS ANTENNA ARE INTENDED FOR USE AS SECONDARY AZIMUTH
 KV5773'MARKS.
 KV5773'DESCRIBED BY R. B. GROSSER.
 KV5773
 KV5773                          STATION RECOVERY (1993)
 KV5773
 KV5773'RECOVERY NOTE BY ADR GEODETIC SERVICES 1993
 KV5773'RECOVERED IN GOOD CONDITION.
 KV5773
 KV5773                          STATION RECOVERY (2000)
 KV5773
 KV5773'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 KV5773'RECOVERED IN GOOD CONDITION.
 KV5773
 KV5773                          STATION RECOVERY (2005)
 KV5773
 KV5773'RECOVERY NOTE BY ACT ENGINEERS INCORPORATED 2005 (PD)
 KV5773'MARK APPEARS TO HAVE BEEN DESTROYED DUE TO THE CONSTRUCTION OF A
 KV5773'COMMERCE BANK AND CVS PHARMACY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6113 ***********************************************************************
 KV6113  DESIGNATION -  FLECK 2 AZ MK
 KV6113  PID         -  KV6113
 KV6113  STATE/COUNTY-  PA/MONTGOMERY
 KV6113  USGS QUAD   -  LANGHORNE (1993)
 KV6113
 KV6113                         *CURRENT SURVEY CONTROL
 KV6113  ___________________________________________________________________
 KV6113* NAD 83(1992)-  40 08 00.86543(N)    074 57 39.43695(W)     ADJUSTED  
 KV6113* NAVD 88     -        62.     (meters)     203.     (feet)  VERTCON   
 KV6113  ___________________________________________________________________
 KV6113  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 KV6113  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KV6113
 KV6113  HORZ ORDER  -  THIRD
 KV6113
 KV6113.The horizontal coordinates were established by classical geodetic methods
 KV6113.and adjusted by the National Geodetic Survey in June 2002..
 KV6113.No horizontal observational check was made to the station.
 KV6113
 KV6113.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6113
 KV6113.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6113
 KV6113.The geoid height was determined by GEOID03.
 KV6113
 KV6113;                    North         East     Units Scale Factor Converg.
 KV6113;SPC PA S     -    92,607.480   837,657.100   MT  0.99997473   +1 48 34.2
 KV6113;SPC PA S     -   303,829.71  2,748,213.34   sFT  0.99997473   +1 48 34.2
 KV6113;UTM  18      - 4,442,583.498   503,326.391   MT  0.99960014   +0 01 30.6
 KV6113
 KV6113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6113!SPC PA S     -   0.99999541  x   0.99997473  =   0.99997014
 KV6113!UTM  18      -   0.99999541  x   0.99960014  =   0.99959555
 KV6113
 KV6113                          SUPERSEDED SURVEY CONTROL
 KV6113
 KV6113  NAD 83(1996)-  40 08 00.86330(N)    074 57 39.43927(W) AD(       ) 3
 KV6113  NAD 83(1986)-  40 08 00.86118(N)    074 57 39.44120(W) AD(       ) 3
 KV6113  NGVD 29 (02/23/90)   63.     (m)          207.     (f) VERT ANG       
 KV6113
 KV6113.Superseded values are not recommended for survey control.
 KV6113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6113.See file dsdata.txt to determine how the superseded data were derived.
 KV6113
 KV6113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0332642583(NAD 83)
 KV6113_MARKER: DZ = AZIMUTH MARK DISK
 KV6113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6113_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KV6113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6113+STABILITY: SURFACE MOTION
 KV6113
 KV6113  HISTORY     - Date     Condition        Report By
 KV6113  HISTORY     - 1984     MONUMENTED       PADT
 KV6113
 KV6113                          STATION DESCRIPTION
 KV6113
 KV6113'DESCRIBED BY PA DEPT OF TRANSP 1984 (RBG)
 KV6113'THE STATION IS LOCATED ABOUT 0.4 KM (0.25 MI)
 KV6113'SOUTHWEST OF THE NESCHAMINY MALL, IN BENSALEM TOWNSHIP, ON THE
 KV6113'NORTH EDGE OF PHILADELPHIA, AND
 KV6113'0.5 KM (0.3 MI) NORTHEAST OF THE INTERSECTION OF THE PENNSYLVANUA
 KV6113'TURNPIKE AND U.S. ROUTE 1.
 KV6113'OWNERSHIP--ROAD RIGHT OF WAY
 KV6113'
 KV6113'TO REACH THE STATION FROM THE ENTRANCE TO THE PENNSYLVANIA TURNPIKE
 KV6113'ON HIGHWAY U.S. 1, GO NORTHEAST FOR 0.48 KM (0.3 MI) ON HIGHWAY
 KV6113'U.S. 1 TO THE NESHAMINY EXIT,
 KV6113'TURN RIGHT AND GO NORTHEAST FOR 0.16 KM (0.1 MI) ON EXIT RAMP TO
 KV6113'TRAFFIC LIGHT,
 KV6113'TURN RIGHT AND GO SOUTHEAST FOR 0.32 KM (0.2 MI) ON ROCKHILL
 KV6113'DRIVE TO A STOP SIGN AT OLD TREVOSE ROAD (NESHAMINY
 KV6113'BOULEVARD),
 KV6113'TURN RIGHT AND GO SOUTHWEST FOR 0.4 KM (0.25 MI) ON OLD TREVOSE
 KV6113'ROAD TO AN INTERSECTION OF ROADS AND A GRASS TRIANGLE IN THE MIDDLE
 KV6113'OF THE INTERSECTION, AND THE STATION IN THE GRASS TRIANGLE.
 KV6113'
 KV6113'THE STATION IS A STANDARD PADT DISK
 KV6113'STAMPED---FLECK 2 1966-1984---,
 KV6113'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6113'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6113'21.46 METERS (70.4 FT) NORTHWEST FROM A POWER POLE NUMBER 2248,
 KV6113'20.18 METERS (66.2 FT) SOUTH-SOUTHWEST FROM THE CENTER OF OLD
 KV6113'TREVOSE ROAD,
 KV6113'10.73 METERS (35.2 FT) SOUTH FROM A POWER POLE NUMBER 92574, AND
 KV6113'9.85 METERS (32.3 FT) NORTH FROM THE CENTER OF ROAD TO
 KV6113'PADT COMPLEX.
 KV6113'
 KV6113'DESCRIBED BY R. B. GROSSER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5648 ***********************************************************************
 KV5648  DESIGNATION -  FLEET
 KV5648  PID         -  KV5648
 KV5648  STATE/COUNTY-  PA/BUCKS
 KV5648  USGS QUAD   -  BRISTOL (1981)
 KV5648
 KV5648                         *CURRENT SURVEY CONTROL
 KV5648  ___________________________________________________________________
 KV5648* NAD 83(1992)-  40 06 30.93906(N)    074 50 10.44715(W)     ADJUSTED  
 KV5648* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KV5648  ___________________________________________________________________
 KV5648  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 KV5648  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KV5648
 KV5648  HORZ ORDER  -  SECOND
 KV5648
 KV5648.The horizontal coordinates were established by classical geodetic methods
 KV5648.and adjusted by the National Geodetic Survey in June 2002..
 KV5648
 KV5648.The orthometric height was scaled from a topographic map.
 KV5648
 KV5648.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5648
 KV5648.The geoid height was determined by GEOID03.
 KV5648
 KV5648;                    North         East     Units Scale Factor Converg.
 KV5648;SPC PA S     -    90,178.541   848,372.275   MT  0.99997722   +1 53 25.6
 KV5648;SPC PA S     -   295,860.76  2,783,368.04   sFT  0.99997722   +1 53 25.6
 KV5648;SPC NJ       -   141,625.216   121,335.943   MT  0.99991011   -0 12 59.8
 KV5648;SPC NJ       -   464,648.73    398,083.01   sFT  0.99991011   -0 12 59.8
 KV5648;UTM  18      - 4,439,823.074   513,956.738   MT  0.99960240   +0 06 19.8
 KV5648
 KV5648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5648!SPC PA S     -   1.00000521  x   0.99997722  =   0.99998243
 KV5648!SPC NJ       -   1.00000521  x   0.99991011  =   0.99991532
 KV5648!UTM  18      -   1.00000521  x   0.99960240  =   0.99960761
 KV5648
 KV5648:                Primary Azimuth Mark                     Grid Az
 KV5648:SPC PA S     -  LANDRETH 2                               014 26 22.5
 KV5648:SPC NJ       -  LANDRETH 2                               016 32 47.9
 KV5648:UTM  18      -  LANDRETH 2                               016 13 28.3
 KV5648
 KV5648|---------------------------------------------------------------------|
 KV5648| PID    Reference Object                     Distance      Geod. Az  |
 KV5648|                                                           dddmmss.s |
 KV5648| KV5651 LANDRETH 2                          APPROX. 0.9 KM 0161948.1 |
 KV5648| CB5938 FLEET RM 1                            2.424 METERS 14249     |
 KV5648| CB5939 FLEET RM 2                           21.891 METERS 25656     |
 KV5648|---------------------------------------------------------------------|
 KV5648
 KV5648                          SUPERSEDED SURVEY CONTROL
 KV5648
 KV5648  NAD 83(1996)-  40 06 30.93907(N)    074 50 10.44714(W) AD(       ) 2
 KV5648  NAD 83(1986)-  40 06 30.93871(N)    074 50 10.44708(W) AD(       ) 2
 KV5648  NAD 27      -  40 06 30.54100(N)    074 50 11.85500(W) AD(       ) 2
 KV5648
 KV5648.Superseded values are not recommended for survey control.
 KV5648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5648.See file dsdata.txt to determine how the superseded data were derived.
 KV5648
 KV5648_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1395739823(NAD 83)
 KV5648_MARKER: DS = TRIANGULATION STATION DISK
 KV5648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5648_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV5648
 KV5648  HISTORY     - Date     Condition        Report By
 KV5648  HISTORY     - 1935     MONUMENTED       CGS
 KV5648  HISTORY     - 1947     GOOD             CGS
 KV5648  HISTORY     - 1955     MARK NOT FOUND   USGS
 KV5648
 KV5648                          STATION DESCRIPTION
 KV5648
 KV5648'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5648'STATION IS AT BRISTOL, SE OF RADCLIFFE STREET AND BLOOMSDALE ROAD
 KV5648'INTERSECTION, ON THE SE CORNER OF PROPERTY OWNED BY FLEETWINGS
 KV5648'INCORPORATION, 85.6 METERS SE OF RADCLIFFE STREET CENTER LINE, 3.90
 KV5648'METERS SW OF WIRE FENCE, 31.5 METERS SE OF A MANHOLE COVER.
 KV5648'
 KV5648'SURFACE, UNDERGROUND AND REFERENCE MARK NO. 2 ARE STANDARD BRONZE
 KV5648'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1B, 7A AND 11A.
 KV5648'
 KV5648'REFERENCE MARK NO. 1 IS A STANDARD TABLET ON TOP OF BULKHEAD AND
 KV5648'SEWER OUTLET S OF STATION.
 KV5648'
 KV5648'MAIN SCHEME STATION.
 KV5648'
 KV5648'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 KV5648
 KV5648                          STATION RECOVERY (1947)
 KV5648
 KV5648'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5648'STATION MARK AND R.M. 1 RECOVERED IN GOOD CONDITION.  R.M. 2 WAS
 KV5648'RECOVERED PUSHED OVER ON ITS SIDE 21.6 METERS NW OF THE STATION.
 KV5648'
 KV5648'THE 1935 DESCRIPTION IS ADEQUATE.
 KV5648
 KV5648                          STATION RECOVERY (1955)
 KV5648
 KV5648'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 KV5648'STATION WAS FOUND DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2795 ***********************************************************************
 LY2795  DESIGNATION -  FLEETVILLE BAPTIST CH SPIRE
 LY2795  PID         -  LY2795
 LY2795  STATE/COUNTY-  PA/LACKAWANNA
 LY2795  USGS QUAD   -  DALTON (1994)
 LY2795
 LY2795                         *CURRENT SURVEY CONTROL
 LY2795  ___________________________________________________________________
 LY2795* NAD 83(1992)-  41 35 43.46654(N)    075 42 52.94101(W)     ADJUSTED  
 LY2795* NAVD 88     -                                                        
 LY2795  ___________________________________________________________________
 LY2795  LAPLACE CORR-           4.29  (seconds)                    DEFLEC99
 LY2795  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 LY2795
 LY2795  HORZ ORDER  -  THIRD
 LY2795
 LY2795.The horizontal coordinates were established by classical geodetic methods
 LY2795.and adjusted by the National Geodetic Survey in June 2002..
 LY2795
 LY2795
 LY2795.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2795
 LY2795.The geoid height was determined by GEOID03.
 LY2795
 LY2795;                    North         East     Units Scale Factor Converg.
 LY2795;SPC PA N     -   160,661.738   769,667.489   MT  0.99996165   +1 20 47.1
 LY2795;SPC PA N     -   527,104.39  2,525,150.75   sFT  0.99996165   +1 20 47.1
 LY2795;UTM  18      - 4,605,102.989   440,436.116   MT  0.99964366   -0 28 28.1
 LY2795
 LY2795                          SUPERSEDED SURVEY CONTROL
 LY2795
 LY2795  NAD 83(1996)-  41 35 43.46602(N)    075 42 52.94076(W) AD(       ) 4
 LY2795  NAD 83(1996)-  41 35 43.46594(N)    075 42 52.94081(W) AD(       ) 4
 LY2795  NAD 83(1986)-  41 35 43.46591(N)    075 42 52.94140(W) AD(       ) 4
 LY2795  NAD 27      -  41 35 43.18000(N)    075 42 54.25000(W) AD(       ) 3
 LY2795
 LY2795.Superseded values are not recommended for survey control.
 LY2795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2795.See file dsdata.txt to determine how the superseded data were derived.
 LY2795
 LY2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM4043605103(NAD 83)
 LY2795
 LY2795  HISTORY     - Date     Condition        Report By
 LY2795  HISTORY     - 1942     MONUMENTED       CGS
 LY2795  HISTORY     - 1962     SEE DESCRIPTION  CGS
 LY2795
 LY2795                          STATION DESCRIPTION
 LY2795
 LY2795'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 LY2795'THIS INTERSECTION STATION IS LOCATED IN THE S PART OF FLEETVILLE ON
 LY2795'THE HIGHEST GROUND IN THE VILLAGE.  THE SPIRE IS AT THE S END OF
 LY2795'THE WHITE FRAME CHURCH, IS ABOUT 90 FEET HIGH, AND HAS A BALL AT THE
 LY2795'TOP WHICH WAS THE POINT LOCATED.
 LY2795
 LY2795                          STATION RECOVERY (1962)
 LY2795
 LY2795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (AMS)
 LY2795'STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2129 ***********************************************************************
 MA2129  DESIGNATION -  FLEMING
 MA2129  PID         -  MA2129
 MA2129  STATE/COUNTY-  PA/VENANGO
 MA2129  USGS QUAD   -  PLEASANTVILLE (1982)
 MA2129
 MA2129                         *CURRENT SURVEY CONTROL
 MA2129  ___________________________________________________________________
 MA2129* NAD 83(1992)-  41 34 09.38016(N)    079 36 49.79620(W)     ADJUSTED  
 MA2129* NAVD 88     -       517.     (meters)    1696.     (feet)  SCALED    
 MA2129  ___________________________________________________________________
 MA2129  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 MA2129  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 MA2129
 MA2129  HORZ ORDER  -  FIRST
 MA2129
 MA2129.The horizontal coordinates were established by classical geodetic methods
 MA2129.and adjusted by the National Geodetic Survey in June 2002..
 MA2129
 MA2129.The orthometric height was scaled from a topographic map.
 MA2129
 MA2129.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2129
 MA2129.The geoid height was determined by GEOID03.
 MA2129
 MA2129;                    North         East     Units Scale Factor Converg.
 MA2129;SPC PA N     -   157,438.078   444,561.260   MT  0.99996034   -1 13 58.8
 MA2129;SPC PA N     -   516,528.09  1,458,531.40   sFT  0.99996034   -1 13 58.8
 MA2129;UTM  17      - 4,602,882.536   615,571.397   MT  0.99976437   +0 55 11.5
 MA2129
 MA2129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2129!SPC PA N     -   0.99992414  x   0.99996034  =   0.99988448
 MA2129!UTM  17      -   0.99992414  x   0.99976437  =   0.99968853
 MA2129
 MA2129:                Primary Azimuth Mark                     Grid Az
 MA2129:SPC PA N     -  PLEASANTVILLE WATER TANK                 057 44 34.9
 MA2129:UTM  17      -  PLEASANTVILLE WATER TANK                 055 35 24.6
 MA2129
 MA2129|---------------------------------------------------------------------|
 MA2129| PID    Reference Object                     Distance      Geod. Az  |
 MA2129|                                                           dddmmss.s |
 MA2129| MA2126 PLEASANTVILLE WATER TANK            APPROX. 4.2 KM 0563036.1 |
 MA2129| CX4511 FLEMING AZ MK                                      0563539.1 |
 MA2129| CX4512 FLEMING RM 1                         28.282 METERS 09017     |
 MA2129| CX4513 FLEMING RM 2                         40.340 METERS 25113     |
 MA2129|---------------------------------------------------------------------|
 MA2129
 MA2129                          SUPERSEDED SURVEY CONTROL
 MA2129
 MA2129  NAD 83(1996)-  41 34 09.38319(N)    079 36 49.79582(W) AD(       ) 1
 MA2129  NAD 83(1986)-  41 34 09.38415(N)    079 36 49.79559(W) AD(       ) 1
 MA2129  NAD 27      -  41 34 09.16649(N)    079 36 50.60780(W) AD(       ) 1
 MA2129
 MA2129.Superseded values are not recommended for survey control.
 MA2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2129.See file dsdata.txt to determine how the superseded data were derived.
 MA2129
 MA2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG1557102883(NAD 83)
 MA2129_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2129
 MA2129  HISTORY     - Date     Condition        Report By
 MA2129  HISTORY     - 1935     MONUMENTED       CGS
 MA2129  HISTORY     - 1966     SEE DESCRIPTION  USGS
 MA2129  HISTORY     - 1974     GOOD             NGS
 MA2129
 MA2129                          STATION DESCRIPTION
 MA2129
 MA2129'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 MA2129'THE STATION IS ABOUT 10 MILES, AIRLINE, NORTHEAST OF OIL CITY, 5
 MA2129'MILES, AIRLINE, SOUTHEAST OF TITUSVILLE, AND 2-1/2 MILES,
 MA2129'AIRLINE, SOUTHWEST OF PLEASANTVILLE, ON PROPERTY OWNED BY W.H.
 MA2129'FLEMING, AND NEAR HIS RESIDENCE.
 MA2129'
 MA2129'TO REACH FROM THE RIGHT-ANGLE TURN OF STATE HIGHWAY 27 IN
 MA2129'PLEASANTVILLE, GO NORTHWEST ON STATE HIGHWAY 27 FOR 0.7 MILE TO
 MA2129'FORKS, HERE TURN LEFT ON THE OLD OIL CITY-WARREN PIKE.  FOLLOW THIS
 MA2129'PIKE (MAIN PAVED ROAD) TOWARD OIL CITY 2.5 MILES TO A STONE CHURCH
 MA2129'AT A CINDER T-ROAD RIGHT (WEST).  TURN WEST ON THIS CINDER ROAD 0.2
 MA2129'MILE TO THE STATION (A BLAZED TREE IS ON THE LEFT NEAR THE
 MA2129'FLEMING MAIL BOX).
 MA2129'
 MA2129'THE STATION MARK IS IN AN OPEN FIELD ABOUT 75 METERS EAST-SOUTHEAST
 MA2129'OF THE FLEMING HOUSE, ABOUT 75 METERS WEST OF A SMALL DWELLING,
 MA2129'50 METERS EAST OF THE LARGE BLAZED TREE, 7.7 METERS NORTH OF THE
 MA2129'ROAD, 15.7 METERS SOUTH OF AN APPLE TREE, 31.8 METERS
 MA2129'WEST-NORTHWEST OF ANOTHER APPLE TREE, 12.2 METERS EAST OF A 10-INCH
 MA2129'TREE, AND PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.
 MA2129'
 MA2129'REFERENCE MARK NO. 1 IS 28.284 METERS (92.79 FEET) EAST-SOUTHEAST OF
 MA2129'THE STATION, 7.2 METERS NORTH OF THE ROAD, AND 3.5 METERS
 MA2129'NORTHWEST OF AN APPLE TREE.
 MA2129'
 MA2129'REFERENCE MARK NO. 2 IS 40.339 METERS (132.35 FEET) WEST-SOUTHWEST OF
 MA2129'THE STATION, 4.4 METERS SOUTH OF THE ROAD, 11.6 METERS
 MA2129'EAST-SOUTHEAST OF THE LARGE BLAZED TREE, AND 67.708 METERS
 MA2129'WEST-SOUTHWEST OF REFERENCE MARK NO. 1.
 MA2129'
 MA2129'THE AZIMUTH MARK IS 0.3 MILE NORTHEAST OF THE STATION, NEAR A
 MA2129'FARMHOUSE, 30 METERS EAST OF A WHITE GARAGE, 0.3 METER SOUTH OF A
 MA2129'BARN, AND 11 METERS NORTHWEST OF AN 18-INCH APPLE TREE.  IT PROJECTS
 MA2129'ABOVE GROUND ABOUT 4 INCHES, AND IS VISIBLE FROM THE GROUND AT
 MA2129'THE STATION.
 MA2129'
 MA2129'A 90-FOOT TOWER USED.
 MA2129'
 MA2129'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE AS DESCRIBED IN
 MA2129'NOTES 1A, 7A AND 11A.
 MA2129'
 MA2129'NO OTHER OBJECTS VISIBLE FROM THE GROUND.
 MA2129
 MA2129                          STATION RECOVERY (1966)
 MA2129
 MA2129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MA2129'STATION WAS RECOVERED IN GOOD CONDITION.
 MA2129
 MA2129                          STATION RECOVERY (1974)
 MA2129
 MA2129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MA2129'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 MA2129'AS DESCRIBED IN THE PREVIOUS DESCRIPTION.  THE AZIMUTH MARK IS NOT
 MA2129'VISIBLE FROM THE GROUND DURING SUMMER MONTHS WHEN THE VEGETATION IS
 MA2129'THICK.  IT WAS REPORTED THAT REFERENCE MARK 2 WAS VERY NEAR THE
 MA2129'BOUNDARY OF A WIDEN OPPERATION OF THE ROAD WHICH RUNS PAST THE
 MA2129'MARK.  A VERY CAREFUL EXAMINATION WAS MADE AND NO EVIDENCE OF
 MA2129'ANY MOVEMENT WAS NOTED AFTER THE CONSTRUCTION WAS COMPLETED.
 MA2129'THE DISTANCE AND DIRECTIONS TO BOTH REFERENCE MARKS WERE
 MA2129'WITHIN CLOSE AGREEMENT WITH THE PREVIOUS OBSERVATIONS.
 MA2129'
 MA2129'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 MA2129'SOUTHWEST OF PLEASANTVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1528 ***********************************************************************
 KV1528  DESIGNATION -  FLORIDA LAFCOL
 KV1528  PID         -  KV1528
 KV1528  STATE/COUNTY-  PA/NORTHAMPTON
 KV1528  USGS QUAD   -  EASTON (1994)
 KV1528
 KV1528                         *CURRENT SURVEY CONTROL
 KV1528  ___________________________________________________________________
 KV1528* NAD 83(1986)-  40 41 47.     (N)    075 12 34.     (W)     SCALED    
 KV1528* NAVD 88     -        98.152  (meters)     322.02   (feet)  ADJUSTED  
 KV1528  ___________________________________________________________________
 KV1528  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KV1528  DYNAMIC HT  -          98.106 (meters)     321.87  (feet)  COMP
 KV1528  MODELED GRAV-     980,159.0   (mgal)                       NAVD 88
 KV1528
 KV1528  VERT ORDER  -  SECOND    CLASS 0
 KV1528
 KV1528.The horizontal coordinates were scaled from a topographic map and have
 KV1528.an estimated accuracy of +/- 6 seconds.
 KV1528
 KV1528.The orthometric height was determined by differential leveling
 KV1528.and adjusted by the National Geodetic Survey in June 1991..
 KV1528
 KV1528.The geoid height was determined by GEOID03.
 KV1528
 KV1528.The dynamic height is computed by dividing the NAVD 88
 KV1528.geopotential number by the normal gravity value computed on the
 KV1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1528.degrees latitude (g = 980.6199 gals.).
 KV1528
 KV1528.The modeled gravity was interpolated from observed gravity values.
 KV1528
 KV1528;                    North         East    Units  Estimated Accuracy
 KV1528;SPC PA S     -   154,440.      814,690.      MT  (+/- 180 meters Scaled)
 KV1528
 KV1528                          SUPERSEDED SURVEY CONTROL
 KV1528
 KV1528  NGVD 29 (??/??/??)   98.385  (m)          322.78   (f) ADJUSTED    2 0
 KV1528
 KV1528.Superseded values are not recommended for survey control.
 KV1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1528.See file dsdata.txt to determine how the superseded data were derived.
 KV1528
 KV1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL823050(NAD 83)
 KV1528_MARKER: DS = TRIANGULATION STATION DISK
 KV1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1528_STAMPING: SEE TEXT
 KV1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1528+STABILITY: SURFACE MOTION
 KV1528
 KV1528  HISTORY     - Date     Condition        Report By
 KV1528  HISTORY     - 1935     MONUMENTED       LAFCO
 KV1528  HISTORY     - 1935     GOOD             CGS
 KV1528  HISTORY     - 20020105 MARK NOT FOUND   USPSQD
 KV1528
 KV1528                          STATION DESCRIPTION
 KV1528
 KV1528'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1528'AT EASTON.
 KV1528'AT EASTON, NORTHAMPTON COUNTY, ON THE LAFEYETTE COLLEGE CAMPUS,
 KV1528'ABOUT 125 FEET SOUTH OF THE EAST FRONT DOOR OF SOUTH COLLEGE,
 KV1528'5.7 FEET EAST OF THE EDGE OF A HIGH TERRACE, AND 3.6 FEET
 KV1528'SOUTHWEST OF 6-INCH MAPLE TREE (THE FOURTH TREE FROM THE
 KV1528'DOORWAY).  A STANDARD TRIANGULATION-STATION DISK OF THE UNIVERSITY
 KV1528'OF FLORIDA, STAMPED SET BY PAUL P. RICE AND WM. L. SAWYER, TO
 KV1528'LAFEYETTE COLLEGE, 1934 FLORIDA STATION AND SET IN THE TOP OF A
 KV1528'CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 KV1528
 KV1528                          STATION RECOVERY (2002)
 KV1528
 KV1528'RECOVERY NOTE BY US POWER SQUADRON 2002 (MVB)
 KV1528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3729 ***********************************************************************
 KV3729  DESIGNATION -  FOERDERER 1937
 KV3729  PID         -  KV3729
 KV3729  STATE/COUNTY-  PA/MONTGOMERY
 KV3729  USGS QUAD   -  NORRISTOWN (1992)
 KV3729
 KV3729                         *CURRENT SURVEY CONTROL
 KV3729  ___________________________________________________________________
 KV3729* NAD 83(1992)-  40 02 58.97136(N)    075 17 53.90028(W)     ADJUSTED  
 KV3729* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 KV3729  ___________________________________________________________________
 KV3729  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 KV3729  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KV3729
 KV3729  HORZ ORDER  -  SECOND
 KV3729
 KV3729.The horizontal coordinates were established by classical geodetic methods
 KV3729.and adjusted by the National Geodetic Survey in June 2002..
 KV3729
 KV3729.The orthometric height was scaled from a topographic map.
 KV3729
 KV3729.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3729
 KV3729.The geoid height was determined by GEOID03.
 KV3729
 KV3729;                    North         East     Units Scale Factor Converg.
 KV3729;SPC PA S     -    82,446.844   809,177.479   MT  0.99998384   +1 35 26.3
 KV3729;SPC PA S     -   270,494.35  2,654,776.45   sFT  0.99998384   +1 35 26.3
 KV3729;UTM  18      - 4,433,317.661   474,555.176   MT  0.99960797   -0 11 31.0
 KV3729
 KV3729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3729!SPC PA S     -   0.99998441  x   0.99998384  =   0.99996825
 KV3729!UTM  18      -   0.99998441  x   0.99960797  =   0.99959238
 KV3729
 KV3729:                Primary Azimuth Mark                     Grid Az
 KV3729:SPC PA S     -  COLTON WINDMILL                          039 49 08.7
 KV3729:UTM  18      -  COLTON WINDMILL                          041 36 06.0
 KV3729
 KV3729|---------------------------------------------------------------------|
 KV3729| PID    Reference Object                     Distance      Geod. Az  |
 KV3729|                                                           dddmmss.s |
 KV3729| KV3727 COLTON WINDMILL                     APPROX. 0.6 KM 0412435.0 |
 KV3729| KV3754 ROBERTS TOWER FINIAL                APPROX. 4.2 KM 1220458.9 |
 KV3729| KV3733 GLADWYNE PLAYFIELD FLAGPOLE         APPROX. 2.1 KM 1373942.7 |
 KV3729| KV3726 AUTOCAR CO TANK                     APPROX. 4.5 KM 1743900.4 |
 KV3729| KV3741 CHURCH OF REDEEMER FINIAL           APPROX. 3.1 KM 1923920.5 |
 KV3729| KV3740 BRYN MAWR PRESB CH SPIRE            APPROX. 3.3 KM 1995619.3 |
 KV3729| KV3744 BRYN MAWR COLL TAYLOR HALL TWR      APPROX. 2.8 KM 2070403.2 |
 KV3729| KV3745 BRYN MAWR HOSPITAL FINIAL           APPROX. 3.9 KM 2095237.3 |
 KV3729| KV3743 WILSON LAUNDRY STACK                APPROX. 3.7 KM 2114918.7 |
 KV3729|---------------------------------------------------------------------|
 KV3729
 KV3729                          SUPERSEDED SURVEY CONTROL
 KV3729
 KV3729  NAD 83(1996)-  40 02 58.97172(N)    075 17 53.90044(W) AD(       ) 2
 KV3729  NAD 83(1991)-  40 02 58.96985(N)    075 17 53.90312(W) AD(       ) 2
 KV3729  NAD 83(1986)-  40 02 58.96648(N)    075 17 53.91014(W) AD(       ) 2
 KV3729  NAD 27      -  40 02 58.56000(N)    075 17 55.25600(W) AD(       ) 2
 KV3729
 KV3729.Superseded values are not recommended for survey control.
 KV3729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3729.See file dsdata.txt to determine how the superseded data were derived.
 KV3729
 KV3729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7455533318(NAD 83)
 KV3729_MARKER: DD = SURVEY DISK
 KV3729_SETTING: 0 = UNSPECIFIED SETTING
 KV3729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3729
 KV3729  HISTORY     - Date     Condition        Report By
 KV3729  HISTORY     - 1937     MONUMENTED       LOCENG
 KV3729  HISTORY     - 1947     GOOD             CGS
 KV3729  HISTORY     - 1983     MARK NOT FOUND   PADT
 KV3729
 KV3729                          STATION DESCRIPTION
 KV3729
 KV3729'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1937 (CIA)
 KV3729'STATION IS IN THE OPEN FIELD OWNED BY PERCIVAL E. FOERDERER, S OF
 KV3729'LAFAYETTE ROAD, BETWEEN MT. PLEASANT AND CONSHOHOCKEN STATE ROADS.
 KV3729'
 KV3729'STATION IS A LOWER MERION TOWNSHIP BRASS DISK SET IN CONCRETE POST
 KV3729'FLUSH WITH THE GROUND.
 KV3729'
 KV3729'REFERENCE MARK NO. 1 IS A BRASS DISK IN CONCRETE POST, LOWER MERION
 KV3729'TOWNSHIP TRAVERSE STATION NO. 526.  IT IS 916 FEET SW FROM THE
 KV3729'INTERSECTION OF THE CENTER LINES OF CONSHOHOCKEN STATE AND LAFAYETTE
 KV3729'ROAD AND 20 FEET NW FROM THE CENTER LINE OF LAFAYETTE ROAD.  IT
 KV3729'IS 53 FEET E OF THE TELEPHONE POLE NO. 1339 AND 8 FEET W OF A 15-INCH
 KV3729'TREE.
 KV3729'
 KV3729'REFERENCE MARK NO. 2 IS A BRASS DISK IN CONCRETE POST, LOWER MERION
 KV3729'TOWNSHIP TRAVERSE STATION NO. 525.  IT IS 552 FEET SW FROM THE
 KV3729'INTERSECTION OF THE CENTER LINES OF CONSHOHOCKEN STATE AND LAFAYETTE
 KV3729'ROADS AND 20 FEET NW FROM THE CENTER LINE OF LAFAYETTE ROAD.  IT
 KV3729'IS 8.6 FEET W OF THE TELEPHONE POLE NO. 3802, 8.6 FEET W OF A 15-INCH
 KV3729'TREE AND 23.7 FEET E OF ANOTHER 15-INCH TREE.
 KV3729'
 KV3729'TO REACH STATION PROCEED SW 600 FEET FROM THE CENTER LINE OF
 KV3729'CONSHOHOCKEN STATE ROAD ALONG LAFAYETTE ROAD AND THEN AT RIGHT
 KV3729'ANGLES TO LAFAYETTE ROAD 300 FEET SE FROM ITS MIDDLE TO THE STATION.
 KV3729'
 KV3729'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 KV3729
 KV3729                          STATION RECOVERY (1947)
 KV3729
 KV3729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JW)
 KV3729'ORIGINAL DESCRIPTION EXCELLENT.
 KV3729
 KV3729                          STATION RECOVERY (1983)
 KV3729
 KV3729'RECOVERY NOTE BY PA DEPT OF TRANSP 1983 (JAY)
 KV3729'NEITHER THE STATION MARK NOR THE REFERENCE MARKS WERE RECOVERED.
 KV3729'THE ORIGINAL TO REACH DESCRIPTION IS INADEQUATE. THE REFERENCE MARKS
 KV3729'ARE BELIEVED TO HAVE BEEN DESTROYED BY NEW POWER LINE CONSTRUCTION
 KV3729'AND GRADING IN THE VICINITY.  STATION MARK COULD NOT BE FOUND DUE
 KV3729'TO HEAVY BRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2649 ***********************************************************************
 KV2649  DESIGNATION -  FOGELS
 KV2649  PID         -  KV2649
 KV2649  STATE/COUNTY-  PA/LEHIGH
 KV2649  USGS QUAD   -  ALLENTOWN WEST (1992)
 KV2649
 KV2649                         *CURRENT SURVEY CONTROL
 KV2649  ___________________________________________________________________
 KV2649* NAD 83(1992)-  40 34 47.43656(N)    075 37 26.25697(W)     ADJUSTED  
 KV2649* NAVD 88     -       141.979  (meters)     465.81   (feet)  ADJUSTED  
 KV2649  ___________________________________________________________________
 KV2649  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 KV2649  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 KV2649  DYNAMIC HT  -         141.908 (meters)     465.58  (feet)  COMP
 KV2649  MODELED GRAV-     980,117.8   (mgal)                       NAVD 88
 KV2649
 KV2649  HORZ ORDER  -  SECOND
 KV2649  VERT ORDER  -  SECOND    CLASS 0
 KV2649
 KV2649.The horizontal coordinates were established by classical geodetic methods
 KV2649.and adjusted by the National Geodetic Survey in June 2002..
 KV2649
 KV2649.The orthometric height was determined by differential leveling
 KV2649.and adjusted by the National Geodetic Survey in June 1991..
 KV2649
 KV2649.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV2649
 KV2649.The geoid height was determined by GEOID03.
 KV2649
 KV2649.The dynamic height is computed by dividing the NAVD 88
 KV2649.geopotential number by the normal gravity value computed on the
 KV2649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2649.degrees latitude (g = 980.6199 gals.).
 KV2649
 KV2649.The modeled gravity was interpolated from observed gravity values.
 KV2649
 KV2649;                    North         East     Units Scale Factor Converg.
 KV2649;SPC PA S     -   140,573.551   779,981.574   MT  0.99996203   +1 22 45.7
 KV2649;SPC PA S     -   461,198.39  2,558,989.55   sFT  0.99996203   +1 22 45.7
 KV2649;UTM  18      - 4,492,304.461   447,192.011   MT  0.99963433   -0 24 21.2
 KV2649
 KV2649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV2649!SPC PA S     -   0.99998315  x   0.99996203  =   0.99994518
 KV2649!UTM  18      -   0.99998315  x   0.99963433  =   0.99961748
 KV2649
 KV2649:                Primary Azimuth Mark                     Grid Az
 KV2649:SPC PA S     -  FOGELSVILLE LEH PORT CEM W STK           006 08 29.2
 KV2649:UTM  18      -  FOGELSVILLE LEH PORT CEM W STK           007 55 36.1
 KV2649
 KV2649|---------------------------------------------------------------------|
 KV2649| PID    Reference Object                     Distance      Geod. Az  |
 KV2649|                                                           dddmmss.s |
 KV2649| KV3853 FOGELSVILLE LEH PORT CEM W STK      APPROX. 1.5 KM 0073114.9 |
 KV2649| KV3851 FOGELSVILLE LEH PORT CEM E STK      APPROX. 1.5 KM 0103943.8 |
 KV2649| KV2650 FOGELS RM 1                           6.993 METERS 16027     |
 KV2649| KV2648 FOGELS RM 2                           6.378 METERS 27901     |
 KV2649| KV2651 FOGELS AZ MK                                       3363130.8 |
 KV2649|---------------------------------------------------------------------|
 KV2649
 KV2649                          SUPERSEDED SURVEY CONTROL
 KV2649
 KV2649  NAD 83(1996)-  40 34 47.43187(N)    075 37 26.25565(W) AD(       ) 2
 KV2649  NAD 83(1986)-  40 34 47.43087(N)    075 37 26.26347(W) AD(       ) 2
 KV2649  NAD 27      -  40 34 47.07900(N)    075 37 27.57920(W) AD(       ) 2
 KV2649  NGVD 29 (??/??/??)  142.183  (m)          466.48   (f) ADJUSTED    2 0
 KV2649
 KV2649.Superseded values are not recommended for survey control.
 KV2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2649.See file dsdata.txt to determine how the superseded data were derived.
 KV2649
 KV2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK4719292304(NAD 83)
 KV2649_MARKER: DS = TRIANGULATION STATION DISK
 KV2649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2649_STAMPING: FOGELS 1960
 KV2649_MARK LOGO: CGS   
 KV2649_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV2649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2649+STABILITY: SURFACE MOTION
 KV2649
 KV2649  HISTORY     - Date     Condition        Report By
 KV2649  HISTORY     - 1960     MONUMENTED       CGS
 KV2649  HISTORY     - 1960     GOOD             CGS
 KV2649  HISTORY     - 1967     GOOD             USGS
 KV2649  HISTORY     - 1971     GOOD             PADT
 KV2649  HISTORY     - 1974     GOOD             NGS
 KV2649  HISTORY     - 1981     GOOD             NGS
 KV2649  HISTORY     - 1981     GOOD             NGS
 KV2649  HISTORY     - 1987     GOOD             PADT
 KV2649  HISTORY     - 19870621 SEE DESCRIPTION  NGS
 KV2649
 KV2649                          STATION DESCRIPTION
 KV2649
 KV2649'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV2649'THE STATION IS LOCATED ABOUT 0.5 MILE SOUTHEAST OF THE CENTER SECTION
 KV2649'OF FOGELSVILLE, AT THE EAST END OF A CONCRETE BRIDGE IN THE
 KV2649'TRAFFIC INTERCHANGE AT THE JUNCTION OF U.S. HIGHWAY 22 AND STATE
 KV2649'HIGHWAY 100 AND U.S. HIGHWAY 309 AND ON STATE HIGHWAY PROPERTY.
 KV2649'
 KV2649'TO REACH THE STATION FROM THE NATIONAL BANK BUILDING WHICH IS IN THE
 KV2649'SOUTHEAST ANGLE OF THE CROSSROAD, THE JUNCTION OF LEGISLATIVE ROUTE
 KV2649'443 AND COUNTY HIGHWAY 39084, IN FOGELSVILLE, GO EAST ON LEGISLATIVE
 KV2649'ROUTE 443 AND MAIN STREET FOR 0.3 MILE TO THE JUNCTION OF U.S.
 KV2649'HIGHWAY 309 AND LEGISLATIVE ROUTE 443.  TURN LEFT AND GO SOUTH ON
 KV2649'U.S. HIGHWAY 309 FOR ABOUT 100 FEET TO METAL WITNESS MARKER AND
 KV2649'THE AZIMUTH MARK NEAR THE SOUTH END OF A CONCRETE CURBING ON THE
 KV2649'RIGHT, WEST, SIDE OF THE HIGHWAY, CONTINUE SOUTH ON U.S. HIGHWAY 309
 KV2649'FOR 0.32 MILE TO AN OVERPASS OF U.S. HIGHWAY 22 AND THE STATION ON
 KV2649'THE LEFT, EAST, SIDE OF THE HIGHWAY.
 KV2649'
 KV2649'THE STATION MARK, A STANDARD DISK STAMPED FOGELS 1960, IS SET IN THE
 KV2649'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE
 KV2649'OF THE GROUND.  IT IS 29.5 FEET SOUTH OF THE CENTERLINE OF THE EAST
 KV2649'BOUND TRAFFIC LANE OF U.S. HIGHWAY 22, 15.5 FEET SOUTHEAST OF THE
 KV2649'EAST END OF THE SOUTH BANISTER OF A CONCRETE BRIDGE OVERPASS OF U.S.
 KV2649'HIGHWAY 22 AND 4.4 FEET SOUTH OF A STANDARD METAL WITNESS POST AND
 KV2649'MARKER.
 KV2649'
 KV2649'REFERENCE MARK
 KV2649'1, A STANDARD DISK STAMPED FOGELS NO 1 1960, IS SET IN THE TOP OF A
 KV2649'12 INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF
 KV2649'THE GROUND.  IT IS 53.0 FEET SOUTH OF THE CENTERLINE OF THE EAST
 KV2649'BOUND TRAFFIC LANE OF U.S. HIGHWAY 22, 27.2 FEET SOUTH OF A STANDARD
 KV2649'METAL WITNESS POST AND MARKER AND IS ABOUT 3.84 FEET LOWER THAN THE
 KV2649'STATION.
 KV2649'
 KV2649'REFERENCE MARK 2, A STANDARD DISK STAMPED FOGELS NO 2 1960, IS SET IN
 KV2649'A DRILL HOLE WITH CONCRETE IN THE TOP OF THE EAST END OF THE SOUTH
 KV2649'BANISTER OF THE CONCRETE BRIDGE.  IT IS 22.0 FEET SOUTH OF THE
 KV2649'CENTERLINE OF THE EAST BOUND TRAFFIC LANE OF U.S. HIGHWAY 22,
 KV2649'19.0 FEET WEST-NORTHWEST OF A STANDARD METAL WITNESS POST AND MARKER,
 KV2649'5.0 FEET WEST OF THE EAST END OF THE SOUTH BANISTER OF THE CONCRETE
 KV2649'BRIDGE, 2.0 FEET HIGHER THAN THE SURFACE OF THE BRIDGE AND ABOUT 3.4
 KV2649'FEET HIGHER THAN THE STATION.
 KV2649'
 KV2649'THE AZIMUTH MARK, A STANDARD DISK STAMPED FOGELS 1960, IS SET IN A
 KV2649'DRILL HOLE IN THE TOP OF A CONCRETE CURBING WHICH IS ABOUT 8-INCHES
 KV2649'WIDE ON TOP AND PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE OF THE
 KV2649'GROUND.  IT IS 142.0 FEET SOUTH- SOUTHWEST OF THE CROSSROAD
 KV2649'INTERSECTION, 31.6 FEET WEST OF THE CONCRETE CENTERLINE DIVIDER OF
 KV2649'U.S. HIGHWAY 309 AND 8.8 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 KV2649'CONCRETE CURBING AND IS DIRECTLY UNDER THE METAL WITNESS MARKER WHICH
 KV2649'IS SECURED TO THE CABLES OF THE GUARD-RAIL.
 KV2649'
 KV2649'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 KV2649
 KV2649                          STATION RECOVERY (1960)
 KV2649
 KV2649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KV2649'AT FOGELSVILLE.
 KV2649'AT FOGELSVILLE, AT THE FOGELSVILLE INTERCHANGE FORMED BY THE
 KV2649'INTERSECTION OF U.S. HIGHWAY 22, U.S. HIGHWAY 309 LEADING NORTH
 KV2649'AND STATE HIGHWAY 100 LEADING SOUTH, 29.4 FEET SOUTH OF THE
 KV2649'CENTER LINE OF THE EAST BOUND LANE OF U.S. HIGHWAY 22, 15.5 FEET
 KV2649'SOUTHEAST OF THE EAST END OF THE SOUTH CONCRETE GUARD RAIL OF
 KV2649'THE LARGE BRIDGE, 4.4 FEET SOUTH OF A METAL WITNESS POST, SET IN
 KV2649'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 3
 KV2649'FEET BELOW THE LEVEL OF THE HIGHWAY SURFACE.
 KV2649
 KV2649                          STATION RECOVERY (1967)
 KV2649
 KV2649'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (AK)
 KV2649'GOOD.  ALL RMS AND AZIMUTH OK.
 KV2649
 KV2649                          STATION RECOVERY (1971)
 KV2649
 KV2649'RECOVERY NOTE BY PA DEPT OF TRANSP 1971
 KV2649'STATION MARK FOUND IN GOOD CONDITION.  ALL REFERENCE MARKS AND
 KV2649'AZIMUTH FOUND AS DESCRIBED.
 KV2649
 KV2649                          STATION RECOVERY (1974)
 KV2649
 KV2649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KV2649'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 KV2649'AS DESCRIBED IN THE 1960 DESCRIPTION.
 KV2649'
 KV2649'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1/2 MILE SOUTHWEST
 KV2649'OF FOGELSVILLE.
 KV2649
 KV2649                          STATION RECOVERY (1981)
 KV2649
 KV2649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RGP)
 KV2649'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 KV2649'DESCRIBED.
 KV2649
 KV2649                          STATION RECOVERY (1981)
 KV2649
 KV2649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 KV2649'RECOVERED IN GOOD CONDITION.
 KV2649
 KV2649                          STATION RECOVERY (1987)
 KV2649
 KV2649'RECOVERY NOTE BY PA DEPT OF TRANSP 1987 (PJN)
 KV2649'RECOVERED AS DESCRIBED.
 KV2649
 KV2649                          STATION RECOVERY (1987)
 KV2649
 KV2649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (CLN)
 KV2649'HEIGHT OF LIGHT SHOWN WAS 1.5 M (4.9 FT) ABOVE THE MARK.  THE STATION
 KV2649'WAS RECOVERED AT THIS DATE AND OBSERVATIONS MADE TO ESTABLISH STATION
 KV2649'FOGELS 2.  THE STATION, AZIMUTH MARK AND REFERENCE MARK NO 2 ARE TO BE
 KV2649'DESTROYED BY CONSTRUCTION.  REFERENCE MARK NO 1 WAS USED AS A
 KV2649'REFERENCE MARK FOR FOGELS 2.  A DIFFERENCE OF PLUS 6.5 CM WERE FOUND
 KV2649'IN THE DISTANCES TO THE REFERENCE MARKS AND A PLUS 3 MINUTES IN THE
 KV2649'ANGLE TO REFERENCE MARK NO 1.  THE OTHER MARK NOT BEING OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2651 ***********************************************************************
 KV2651  DESIGNATION -  FOGELS AZ MK
 KV2651  PID         -  KV2651
 KV2651  STATE/COUNTY-  PA/LEHIGH
 KV2651  USGS QUAD   -  TOPTON (1992)
 KV2651
 KV2651                         *CURRENT SURVEY CONTROL
 KV2651  ___________________________________________________________________
 KV2651* NAD 83(1986)-  40 35 03.     (N)    075 37 35.     (W)     SCALED    
 KV2651* NAVD 88     -       142.469  (meters)     467.42   (feet)  ADJUSTED  
 KV2651  ___________________________________________________________________
 KV2651  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 KV2651  DYNAMIC HT  -         142.397 (meters)     467.18  (feet)  COMP
 KV2651  MODELED GRAV-     980,117.6   (mgal)                       NAVD 88
 KV2651
 KV2651  VERT ORDER  -  SECOND    CLASS 0
 KV2651
 KV2651.The horizontal coordinates were scaled from a topographic map and have
 KV2651.an estimated accuracy of +/- 6 seconds.
 KV2651
 KV2651.The orthometric height was determined by differential leveling
 KV2651.and adjusted by the National Geodetic Survey in June 1991..
 KV2651
 KV2651.The geoid height was determined by GEOID03.
 KV2651
 KV2651.The dynamic height is computed by dividing the NAVD 88
 KV2651.geopotential number by the normal gravity value computed on the
 KV2651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2651.degrees latitude (g = 980.6199 gals.).
 KV2651
 KV2651.The modeled gravity was interpolated from observed gravity values.
 KV2651
 KV2651;                    North         East    Units  Estimated Accuracy
 KV2651;SPC PA S     -   141,050.      779,760.      MT  (+/- 180 meters Scaled)
 KV2651
 KV2651                          SUPERSEDED SURVEY CONTROL
 KV2651
 KV2651  NGVD 29 (??/??/??)  142.672  (m)          468.08   (f) ADJUSTED    2 0
 KV2651
 KV2651.Superseded values are not recommended for survey control.
 KV2651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2651.See file dsdata.txt to determine how the superseded data were derived.
 KV2651
 KV2651_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK469927(NAD 83)
 KV2651_MARKER: DZ = AZIMUTH MARK DISK
 KV2651_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 KV2651_SP_SET: CURB
 KV2651_STAMPING: FOGELS 1960
 KV2651_MARK LOGO: CGS   
 KV2651_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV2651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2651
 KV2651  HISTORY     - Date     Condition        Report By
 KV2651  HISTORY     - 1960     MONUMENTED       CGS
 KV2651  HISTORY     - 1974     GOOD             NGS
 KV2651  HISTORY     - 1987     GOOD             PADT
 KV2651  HISTORY     - 19961115 MARK NOT FOUND   USPSQD
 KV2651
 KV2651                          STATION DESCRIPTION
 KV2651
 KV2651'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2651'AT FOGELSVILLE.
 KV2651'AT FOGELSVILLE, AT THE INTERSECTION OF OLD U.S. HIGHWAY 22 (STATE
 KV2651'ROUTE NO. 443), AND U.S. HIGHWAY 309, ABOUT 0.3 MILE NORTH OF
 KV2651'THE LARGE OVERHEAD BRIDGE FOR U.S. HIGHWAY 22, 142 FEET SOUTHWEST
 KV2651'OF THE CENTER OF THE INTERSECTION, 31.6 FEET WEST OF THE CENTER
 KV2651'LINE OF U.S. HIGHWAY 309, SET ON THE TOP OF A CONCRETE CURB, 8.8
 KV2651'FEET NORTHEAST OF THE SOUTHWEST END OF CURB AND ABOUT LEVEL WITH
 KV2651'THE HIGHWAY SURFACE.
 KV2651
 KV2651                          STATION RECOVERY (1974)
 KV2651
 KV2651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV2651'RECOVERED IN GOOD CONDITION.
 KV2651
 KV2651                          STATION RECOVERY (1987)
 KV2651
 KV2651'RECOVERY NOTE BY PA DEPT OF TRANSP 1987 (PJN)
 KV2651'RECOVERED AS DESCRIBED.
 KV2651
 KV2651                          STATION RECOVERY (1996)
 KV2651
 KV2651'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV2651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2650 ***********************************************************************
 KV2650  DESIGNATION -  FOGELS RM 1
 KV2650  PID         -  KV2650
 KV2650  STATE/COUNTY-  PA/LEHIGH
 KV2650  USGS QUAD   -  ALLENTOWN WEST (1992)
 KV2650
 KV2650                         *CURRENT SURVEY CONTROL
 KV2650  ___________________________________________________________________
 KV2650* NAD 83(1986)-  40 34 47.     (N)    075 37 26.     (W)     SCALED    
 KV2650* NAVD 88     -       140.795  (meters)     461.92   (feet)  ADJUSTED  
 KV2650  ___________________________________________________________________
 KV2650  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 KV2650  DYNAMIC HT  -         140.724 (meters)     461.69  (feet)  COMP
 KV2650  MODELED GRAV-     980,117.8   (mgal)                       NAVD 88
 KV2650
 KV2650  VERT ORDER  -  SECOND    CLASS 0
 KV2650
 KV2650.The horizontal coordinates were scaled from a topographic map and have
 KV2650.an estimated accuracy of +/- 6 seconds.
 KV2650
 KV2650.The orthometric height was determined by differential leveling
 KV2650.and adjusted by the National Geodetic Survey in June 1991..
 KV2650
 KV2650.The geoid height was determined by GEOID03.
 KV2650
 KV2650.The dynamic height is computed by dividing the NAVD 88
 KV2650.geopotential number by the normal gravity value computed on the
 KV2650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2650.degrees latitude (g = 980.6199 gals.).
 KV2650
 KV2650.The modeled gravity was interpolated from observed gravity values.
 KV2650
 KV2650;                    North         East    Units  Estimated Accuracy
 KV2650;SPC PA S     -   140,560.      779,990.      MT  (+/- 180 meters Scaled)
 KV2650
 KV2650                          SUPERSEDED SURVEY CONTROL
 KV2650
 KV2650  NGVD 29 (??/??/??)  140.999  (m)          462.59   (f) ADJUSTED    2 0
 KV2650
 KV2650.Superseded values are not recommended for survey control.
 KV2650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2650.See file dsdata.txt to determine how the superseded data were derived.
 KV2650
 KV2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK471922(NAD 83)
 KV2650_MARKER: DR = REFERENCE MARK DISK
 KV2650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2650_STAMPING: FOGELS NO 1 1960
 KV2650_MARK LOGO: CGS   
 KV2650_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV2650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2650+STABILITY: SURFACE MOTION
 KV2650
 KV2650  HISTORY     - Date     Condition        Report By
 KV2650  HISTORY     - 1960     MONUMENTED       CGS
 KV2650  HISTORY     - 1981     GOOD             NGS
 KV2650  HISTORY     - 1987     GOOD             PADT
 KV2650
 KV2650                          STATION DESCRIPTION
 KV2650
 KV2650'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2650'AT FOGELSVILLE.
 KV2650'AT FOGELSVILLE, AT THE FOGELSVILLE INTERCHANGE, 22.9 FEET SOUTH
 KV2650'OF THE STATION, 53 FEET SOUTH OF THE CENTER LINE OF THE EAST
 KV2650'BOUND LANE OF U.S. HIGHWAY 22, 27.2 FEET SOUTH OF A METAL WITNESS
 KV2650'POST, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 KV2650'AND ABOUT 6 FEET LOWER THAN THE HIGHWAY SURFACE.
 KV2650
 KV2650                          STATION RECOVERY (1981)
 KV2650
 KV2650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 KV2650'RECOVERED IN GOOD CONDITION.
 KV2650
 KV2650                          STATION RECOVERY (1987)
 KV2650
 KV2650'RECOVERY NOTE BY PA DEPT OF TRANSP 1987 (PJN)
 KV2650'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2648 ***********************************************************************
 KV2648  DESIGNATION -  FOGELS RM 2
 KV2648  PID         -  KV2648
 KV2648  STATE/COUNTY-  PA/LEHIGH
 KV2648  USGS QUAD   -  ALLENTOWN WEST (1992)
 KV2648
 KV2648                         *CURRENT SURVEY CONTROL
 KV2648  ___________________________________________________________________
 KV2648* NAD 83(1986)-  40 34 47.     (N)    075 37 26.     (W)     SCALED    
 KV2648* NAVD 88     -       143.011  (meters)     469.20   (feet)  ADJUSTED  
 KV2648  ___________________________________________________________________
 KV2648  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 KV2648  DYNAMIC HT  -         142.939 (meters)     468.96  (feet)  COMP
 KV2648  MODELED GRAV-     980,117.8   (mgal)                       NAVD 88
 KV2648
 KV2648  VERT ORDER  -  SECOND    CLASS 0
 KV2648
 KV2648.The horizontal coordinates were scaled from a topographic map and have
 KV2648.an estimated accuracy of +/- 6 seconds.
 KV2648
 KV2648.The orthometric height was determined by differential leveling
 KV2648.and adjusted by the National Geodetic Survey in June 1991..
 KV2648
 KV2648.The geoid height was determined by GEOID03.
 KV2648
 KV2648.The dynamic height is computed by dividing the NAVD 88
 KV2648.geopotential number by the normal gravity value computed on the
 KV2648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2648.degrees latitude (g = 980.6199 gals.).
 KV2648
 KV2648.The modeled gravity was interpolated from observed gravity values.
 KV2648
 KV2648;                    North         East    Units  Estimated Accuracy
 KV2648;SPC PA S     -   140,560.      779,990.      MT  (+/- 180 meters Scaled)
 KV2648
 KV2648                          SUPERSEDED SURVEY CONTROL
 KV2648
 KV2648  NGVD 29 (??/??/??)  143.215  (m)          469.86   (f) ADJUSTED    2 0
 KV2648
 KV2648.Superseded values are not recommended for survey control.
 KV2648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2648.See file dsdata.txt to determine how the superseded data were derived.
 KV2648
 KV2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK471922(NAD 83)
 KV2648_MARKER: DR = REFERENCE MARK DISK
 KV2648_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 KV2648_SP_SET: BRIDGE
 KV2648_STAMPING: FOGELS NO 2 1960
 KV2648_MARK LOGO: CGS   
 KV2648_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV2648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2648
 KV2648  HISTORY     - Date     Condition        Report By
 KV2648  HISTORY     - 1960     MONUMENTED       CGS
 KV2648  HISTORY     - 1981     GOOD             NGS
 KV2648  HISTORY     - 1987     GOOD             PADT
 KV2648
 KV2648                          STATION DESCRIPTION
 KV2648
 KV2648'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2648'AT FOGELSVILLE.
 KV2648'AT FOGELSVILLE, AT THE FOGELSVILLE INTERCHANGE, 20.9 FEET WEST OF
 KV2648'THE STATION, SET ON TOP AND NEAR THE EAST END OF THE SOUTH CONCRETE
 KV2648'GUARD RAIL OF THE LARGE U.S. HIGHWAY 22 BRIDGE OVER U.S. HIGHWAY
 KV2648'309 AND STATE HIGHWAY 100, 22 FEET SOUTH OF THE CENTER LINE OF
 KV2648'THE EAST BOUND TRAFFIC LANE, 5 FEET WEST OF THE EAST END OF THE
 KV2648'GUARD RAIL AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 KV2648
 KV2648                          STATION RECOVERY (1981)
 KV2648
 KV2648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 KV2648'RECOVERED IN GOOD CONDITION.
 KV2648
 KV2648                          STATION RECOVERY (1987)
 KV2648
 KV2648'RECOVERY NOTE BY PA DEPT OF TRANSP 1987 (PJN)
 KV2648'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3851 ***********************************************************************
 KV3851  DESIGNATION -  FOGELSVILLE LEH PORT CEM E STK
 KV3851  PID         -  KV3851
 KV3851  STATE/COUNTY-  PA/LEHIGH
 KV3851  USGS QUAD   -  ALLENTOWN WEST (1992)
 KV3851
 KV3851                         *CURRENT SURVEY CONTROL
 KV3851  ___________________________________________________________________
 KV3851* NAD 83(1992)-  40 35 36.21417(N)    075 37 14.21011(W)     ADJUSTED  
 KV3851* NAVD 88     -                                                        
 KV3851  ___________________________________________________________________
 KV3851  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 KV3851  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 KV3851
 KV3851  HORZ ORDER  -  THIRD
 KV3851
 KV3851.The horizontal coordinates were established by classical geodetic methods
 KV3851.and adjusted by the National Geodetic Survey in June 2002..
 KV3851
 KV3851
 KV3851.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3851
 KV3851.The geoid height was determined by GEOID03.
 KV3851
 KV3851;                    North         East     Units Scale Factor Converg.
 KV3851;SPC PA S     -   142,084.481   780,228.532   MT  0.99996259   +1 22 53.5
 KV3851;SPC PA S     -   466,155.50  2,559,799.78   sFT  0.99996259   +1 22 53.5
 KV3851;UTM  18      - 4,493,806.470   447,485.825   MT  0.99963394   -0 24 13.8
 KV3851
 KV3851                          SUPERSEDED SURVEY CONTROL
 KV3851
 KV3851  NAD 83(1996)-  40 35 36.20965(N)    075 37 14.21045(W) AD(       ) 4
 KV3851  NAD 83(1986)-  40 35 36.20751(N)    075 37 14.21745(W) AD(       ) 4
 KV3851  NAD 27      -  40 35 35.85500(N)    075 37 15.53300(W) AD(       ) 3
 KV3851
 KV3851.Superseded values are not recommended for survey control.
 KV3851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3851.See file dsdata.txt to determine how the superseded data were derived.
 KV3851
 KV3851_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK4748693806(NAD 83)
 KV3851_MARKER: 63 = STACK
 KV3851
 KV3851  HISTORY     - Date     Condition        Report By
 KV3851  HISTORY     - 1960     FIRST OBSERVED   CGS
 KV3851  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV3851
 KV3851                          STATION DESCRIPTION
 KV3851
 KV3851'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV3851'THE STATION IS THE TOP AND CENTER OF THE LEHIGH PORTLAND CEMENT
 KV3851'COMPANY, EAST, STACK.  LOCATED ABOUT 3/4 MILE NORTH OF U.S.
 KV3851'HIGHWAY 22, 1.0 MILE NORTH-NORTHWEST OF THE CENTRAL SECTION OF
 KV3851'FOGELSVILLE AND IS IN THE CENTRAL PART OF THE COMPANY YARD.  IT
 KV3851'IS CONSTRUCTED OF CEMENT, GRAY IN COLOR, WITH AN 18 FEET IN DIAMETER
 KV3851'BASE AND A 15 FEET IN DIAMETER TOP WHICH HAS A FLANGE NEAR THE
 KV3851'TOP.  THE OVERALL HEIGHT OF THE STRUCTURE IS APPROXIMATELY 200 FEET.
 KV3851
 KV3851                          STATION RECOVERY (1990)
 KV3851
 KV3851'RECOVERY NOTE BY US POWER SQUADRON 1990 (MWD)
 KV3851'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3853 ***********************************************************************
 KV3853  DESIGNATION -  FOGELSVILLE LEH PORT CEM W STK
 KV3853  PID         -  KV3853
 KV3853  STATE/COUNTY-  PA/LEHIGH
 KV3853  USGS QUAD   -  ALLENTOWN WEST (1992)
 KV3853
 KV3853                         *CURRENT SURVEY CONTROL
 KV3853  ___________________________________________________________________
 KV3853* NAD 83(1992)-  40 35 35.45549(N)    075 37 17.94063(W)     ADJUSTED  
 KV3853* NAVD 88     -                                                        
 KV3853  ___________________________________________________________________
 KV3853  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 KV3853  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 KV3853
 KV3853  HORZ ORDER  -  THIRD
 KV3853
 KV3853.The horizontal coordinates were established by classical geodetic methods
 KV3853.and adjusted by the National Geodetic Survey in June 2002..
 KV3853
 KV3853
 KV3853.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3853
 KV3853.The geoid height was determined by GEOID03.
 KV3853
 KV3853;                    North         East     Units Scale Factor Converg.
 KV3853;SPC PA S     -   142,058.972   780,141.406   MT  0.99996258   +1 22 51.1
 KV3853;SPC PA S     -   466,071.81  2,559,513.93   sFT  0.99996258   +1 22 51.1
 KV3853;UTM  18      - 4,493,783.696   447,397.975   MT  0.99963406   -0 24 16.2
 KV3853
 KV3853                          SUPERSEDED SURVEY CONTROL
 KV3853
 KV3853  NAD 83(1996)-  40 35 35.45091(N)    075 37 17.94094(W) AD(       ) 4
 KV3853  NAD 83(1986)-  40 35 35.44878(N)    075 37 17.94789(W) AD(       ) 4
 KV3853  NAD 27      -  40 35 35.09600(N)    075 37 19.26400(W) AD(       ) 3
 KV3853
 KV3853.Superseded values are not recommended for survey control.
 KV3853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3853.See file dsdata.txt to determine how the superseded data were derived.
 KV3853
 KV3853_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK4739893784(NAD 83)
 KV3853_MARKER: 63 = STACK
 KV3853
 KV3853  HISTORY     - Date     Condition        Report By
 KV3853  HISTORY     - 1960     FIRST OBSERVED   CGS
 KV3853  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV3853
 KV3853                          STATION DESCRIPTION
 KV3853
 KV3853'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV3853'THE STATION IS THE TOP AND CENTER OF THE LEHIGH PORTLAND CEMENT
 KV3853'COMPANY, WEST, STACK.  LOCATED ABOUT 3/4 MILE NORTH OF U.S.
 KV3853'HIGHWAY 22 AND ABOUT 1.0 MILE NORTH-NORTHEAST OF THE CENTRAL SECTION
 KV3853'OF FOGELSVILLE.  IT IS CONSTRUCTED OF CEMENT, GRAY IN COLOR,
 KV3853'WITH A 18 FEET IN DIAMETER BASE AND 15 FEET IN DIAMETER TOP.  THE
 KV3853'OVERALL HEIGHT OF THE STRUCTURE IS APPROXIMATELY 200 FEET
 KV3853'AND IS IN THE CENTRAL PART OF THE COMPANY YARD.
 KV3853
 KV3853                          STATION RECOVERY (1990)
 KV3853
 KV3853'RECOVERY NOTE BY US POWER SQUADRON 1990 (MWD)
 KV3853'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2262 ***********************************************************************
 KX2262  DESIGNATION -  FOOT OF PLANE EIGHT
 KX2262  PID         -  KX2262
 KX2262  STATE/COUNTY-  PA/BLAIR
 KX2262  USGS QUAD   -  CRESSON (1984)
 KX2262
 KX2262                         *CURRENT SURVEY CONTROL
 KX2262  ___________________________________________________________________
 KX2262* NAD 83(1992)-  40 25 23.64512(N)    078 30 44.13874(W)     ADJUSTED  
 KX2262* NAVD 88     -       549.     (meters)    1801.     (feet)  SCALED    
 KX2262  ___________________________________________________________________
 KX2262  LAPLACE CORR-          -8.13  (seconds)                    DEFLEC99
 KX2262  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KX2262
 KX2262  HORZ ORDER  -  THIRD
 KX2262
 KX2262.The horizontal coordinates were established by classical geodetic methods
 KX2262.and adjusted by the National Geodetic Survey in June 2002..
 KX2262
 KX2262.The orthometric height was scaled from a topographic map.
 KX2262
 KX2262.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2262
 KX2262.The geoid height was determined by GEOID03.
 KX2262
 KX2262;                    North         East     Units Scale Factor Converg.
 KX2262;SPC PA S     -   121,296.329   535,314.682   MT  0.99995961   -0 29 40.4
 KX2262;SPC PA S     -   397,953.04  1,756,278.25   sFT  0.99995961   -0 29 40.4
 KX2262;SPC PA N     -    28,778.303   535,305.241   MT  1.00010605   -0 30 15.4
 KX2262;SPC PA N     -    94,416.82  1,756,247.28   sFT  1.00010605   -0 30 15.4
 KX2262;UTM  17      - 4,477,705.806   711,046.510   MT  1.00014830   +1 36 49.4
 KX2262
 KX2262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2262!SPC PA S     -   0.99991902  x   0.99995961  =   0.99987863
 KX2262!SPC PA N     -   0.99991902  x   1.00010605  =   1.00002506
 KX2262!UTM  17      -   0.99991902  x   1.00014830  =   1.00006731
 KX2262
 KX2262:                Primary Azimuth Mark                     Grid Az
 KX2262:SPC PA S     -  TUNNEL HILL                              337 24 46.3
 KX2262:SPC PA N     -  TUNNEL HILL                              337 25 21.3
 KX2262:UTM  17      -  TUNNEL HILL                              335 18 16.5
 KX2262
 KX2262|---------------------------------------------------------------------|
 KX2262| PID    Reference Object                     Distance      Geod. Az  |
 KX2262|                                                           dddmmss.s |
 KX2262| KX2263 TUNNEL HILL                         APPROX. 7.0 KM 3365505.9 |
 KX2262|---------------------------------------------------------------------|
 KX2262
 KX2262                          SUPERSEDED SURVEY CONTROL
 KX2262
 KX2262  NAD 83(1986)-  40 25 23.65001(N)    078 30 44.14939(W) AD(       ) 3
 KX2262  NAD 27      -  40 25 23.39056(N)    078 30 45.08601(W) AD(       ) 3
 KX2262
 KX2262.Superseded values are not recommended for survey control.
 KX2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2262.See file dsdata.txt to determine how the superseded data were derived.
 KX2262
 KX2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE1104777706(NAD 83)
 KX2262_MARKER: DD = SURVEY DISK
 KX2262_SETTING: 0 = UNSPECIFIED SETTING
 KX2262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX2262
 KX2262  HISTORY     - Date     Condition        Report By
 KX2262  HISTORY     - 1900     MONUMENTED       USGS
 KX2262
 KX2262                          STATION DESCRIPTION
 KX2262
 KX2262'DESCRIBED BY US GEOLOGICAL SURVEY 1900
 KX2262'SITUATED ABOUT 8.0 MI S. OF W. FROM HOLIDAYSBURG, ON N. END OF WOODED
 KX2262'MOUNTAIN LOCALLY KNOWN AS -FOOT OF 8-.  OUTLOOK TO W. IS NOT GOOD.
 KX2262'
 KX2262'STATION MARK, A STANDARD TRIANGULATION DISK SET IN FOOT OF SIGNAL
 KX2262'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1239 ***********************************************************************
 JW1239  DESIGNATION -  FORBES
 JW1239  PID         -  JW1239
 JW1239  STATE/COUNTY-  PA/SOMERSET
 JW1239  USGS QUAD   -  MARKLETON (1973)
 JW1239
 JW1239                         *CURRENT SURVEY CONTROL
 JW1239  ___________________________________________________________________
 JW1239* NAD 83(1992)-  39 47 08.63055(N)    079 10 36.28353(W)     ADJUSTED  
 JW1239* NAVD 88     -       976.9    (meters)    3205.     (feet)  VERTCON   
 JW1239  ___________________________________________________________________
 JW1239  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 JW1239  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 JW1239
 JW1239  HORZ ORDER  -  FIRST
 JW1239
 JW1239.The horizontal coordinates were established by classical geodetic methods
 JW1239.and adjusted by the National Geodetic Survey in June 2002..
 JW1239
 JW1239.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1239
 JW1239.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1239
 JW1239.The geoid height was determined by GEOID03.
 JW1239
 JW1239;                    North         East     Units Scale Factor Converg.
 JW1239;SPC PA S     -    51,219.323   477,786.846   MT  1.00002636   -0 55 32.4
 JW1239;SPC PA S     -   168,042.06  1,567,539.01   sFT  1.00002636   -0 55 32.4
 JW1239;SPC MD       -   237,463.348   213,543.125   MT  1.00007600   -1 21 58.3
 JW1239;SPC MD       -   779,077.67    700,599.40   sFT  1.00007600   -1 21 58.3
 JW1239;UTM  17      - 4,405,565.749   656,122.645   MT  0.99990008   +1 10 01.1
 JW1239
 JW1239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1239!SPC PA S     -   0.99985171  x   1.00002636  =   0.99987806
 JW1239!SPC MD       -   0.99985171  x   1.00007600  =   0.99992770
 JW1239!UTM  17      -   0.99985171  x   0.99990008  =   0.99975180
 JW1239
 JW1239:                Primary Azimuth Mark                     Grid Az
 JW1239:SPC PA S     -  SALISBURY ATT MICROWAVE                  043 52 46.1
 JW1239:SPC MD       -  SALISBURY ATT MICROWAVE                  044 19 12.0
 JW1239:UTM  17      -  SALISBURY ATT MICROWAVE                  041 47 12.6
 JW1239
 JW1239|---------------------------------------------------------------------|
 JW1239| PID    Reference Object                     Distance      Geod. Az  |
 JW1239|                                                           dddmmss.s |
 JW1239| JW1237 SALISBURY ATT MICROWAVE             APPROX. 1.4 KM 0425713.7 |
 JW1239| CX4514 FORBES RM 1                          16.165 METERS 06017     |
 JW1239| JW1520 SAMPSON WU MICROWAVE                APPROX.23.0 KM 1120902.5 |
 JW1239| JW1521 FROSTBURG ATT MICROWAVE             APPROX.22.1 KM 1222445.8 |
 JW1239| JW1244 HIPOINT RM A                        APPROX. 9.8 KM 1992045.6 |
 JW1239| JW1247 NEGRO MTN LOT                       APPROX. 9.9 KM 1992346.8 |
 JW1239| CX4515 FORBES RM 2                          13.948 METERS 35458     |
 JW1239| JW1240 3213 RESET USGS 1975                 28.741 METERS 35655     |
 JW1239|---------------------------------------------------------------------|
 JW1239
 JW1239                          SUPERSEDED SURVEY CONTROL
 JW1239
 JW1239  NAD 83(1995)-  39 47 08.63073(N)    079 10 36.28363(W) AD(       ) 1
 JW1239  NAD 83(1991)-  39 47 08.63245(N)    079 10 36.29009(W) AD(       ) 1
 JW1239  NAD 83(1986)-  39 47 08.63650(N)    079 10 36.29017(W) AD(       ) 1
 JW1239  NAD 27      -  39 47 08.34722(N)    079 10 37.18668(W) AD(       ) 1
 JW1239  NGVD 29 (07/19/86)  977.0    (m)         3205.     (f) VERT ANG       
 JW1239
 JW1239.Superseded values are not recommended for survey control.
 JW1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1239.See file dsdata.txt to determine how the superseded data were derived.
 JW1239
 JW1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE5612305566(NAD 83)
 JW1239_MARKER: DD = SURVEY DISK
 JW1239_SETTING: 80 = SET IN A BOULDER
 JW1239_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JW1239
 JW1239  HISTORY     - Date     Condition        Report By
 JW1239  HISTORY     - 1975     MONUMENTED       NGS
 JW1239
 JW1239                          STATION DESCRIPTION
 JW1239
 JW1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 JW1239'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF MEYERSDALE,
 JW1239'6-1/2 MILES NORTH OF GRANTSVILLE, MARYLAND, 5-1/2 MILES
 JW1239'NORTHWEST OF SALISBURY, ON ABOUT THE HIGHEST POINT OF MT DAVIS,
 JW1239'WHICH IS THE HIGHEST POINT IN PENNSYLVANIA, AND ON PROPERTY OWNED
 JW1239'BY PENNSYLVANIA DEPARTMENT OF FORESTS AND PARKS.  PERMISSION WAS
 JW1239'GIVEN BY ROBERT ACHE, DISTRICT SUPERVISOR, LIGONIER,
 JW1239'PENNSYLVANIA, TELEPHONE 412 238-9533.
 JW1239'
 JW1239'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 219 AND
 JW1239'STATE HIGHWAY 669 IN SALISBURY, GO WEST ON HIGHWAY 669 FOR 0.7
 JW1239'MILE TO A T-ROAD WHERE HIGHWAY 669 TURNS LEFT.  TURN RIGHT AND
 JW1239'GO NORTH AND NORTHWEST ON A PAVED ROAD FOR 1.7 MILES TO A SIDE
 JW1239'ROAD LEFT AT THE VILLAGE OF SAINT PAUL.  TURN LEFT AND GO
 JW1239'WESTERLY ON A PAVED ROAD FOR 4.0 MILES TO THE SALISBURY ATT
 JW1239'MICROWAVE AND NORTH WOLF ROCK ROAD ON THE RIGHT.  CONTINUE
 JW1239'WESTERLY FOR 0.4 MILE TO A SIDE ROAD LEFT, SOUTH WOLF ROCK
 JW1239'ROAD.  TURN LEFT AND GO SOUTHERLY ON PAVED ROAD FOR 0.6 MILE TO
 JW1239'A FORK.  KEEP LEFT AND GO EASTERLY ON A PAVED ROAD FOR 0.2 MILE
 JW1239'TO A FORK, WHICH FORMS A CIRCLE DRIVE AROUND AN OBSERVATION
 JW1239'TOWER.  KEEP RIGHT FOR 150 FEET TO THE STATION ON THE LEFT.
 JW1239'
 JW1239'STATION MARK IS A STANDARD DISK, STAMPED---FORBES 1975---, CEMENTED
 JW1239'IN A DRILL HOLE IN A 5 BY 8 FOOT BOULDER, THAT PROJECTS 18
 JW1239'INCHES ABOVE THE GROUND.  IT IS 61.0 FEET SOUTH OF THE SOUTHEAST
 JW1239'CORNER OF A FOUNDATION, 47.0 FEET NORTH OF THE CENTER OF THE
 JW1239'CIRCULAR DRIVE AND 28.5 FEET SOUTH OF A WELL PIPE.
 JW1239'
 JW1239'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---FORBES NO 1 1975---,
 JW1239'CEMENTED IN A DRILL HOLE IN THE SOUTH EDGE OF A 6 BY 10 FOOT
 JW1239'BOULDER, THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 63.0
 JW1239'FEET WEST OF THE CENTER OF THE CIRCULAR DRIVE, 31.5 FEET EAST OF
 JW1239'THE WELL PIPE, 22.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 JW1239'THE FOUNDATION AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 JW1239'
 JW1239'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---FORBES NO 2 1975---,
 JW1239'CEMENTED IN A DRILL HOLE IN THE WEST EDGE OF A 6 BY 20 FOOT
 JW1239'BOULDER, THAT PROJECTS 4 FEET ABOVE THE GROUND.  IT IS 35.0 FEET
 JW1239'WEST OF THE SOUTHEAST CORNER OF THE FOUNDATION, 28.0 FEET
 JW1239'NORTHWEST OF THE WELL PIPE AND ABOUT 5 FEET HIGHER THAN THE
 JW1239'STATION.
 JW1239'
 JW1239'3213 RESET USGS 1975 IS A BRONZE TRIANGULATION STATION DISK OF
 JW1239'THE U.S. GEOLOGICAL SURVEY, STAMPED---3213 RESET 1952---, CEMENTED
 JW1239'IN A DRILL HOLE IN A LARGE POINTED BOULDER, THAT PROJECTS 8 FEET
 JW1239'ABOVE THE GROUND.  IT IS 72.5 FEET NORTHWEST OF THE WELL PIPE,
 JW1239'65.0 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE FOUNDATION,
 JW1239'49.8 FEET EAST OF THE SOUTHEAST LEG OF THE OBSERVATION TOWER AND
 JW1239'ABOUT 6 FEET HIGHER THAN THE STATION.
 JW1239'
 JW1239'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 JW1239'HEIGHT OF LIGHT ABOVE MARK 22.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2079 ***********************************************************************
 KX2079  DESIGNATION -  FORD
 KX2079  PID         -  KX2079
 KX2079  STATE/COUNTY-  PA/ARMSTRONG
 KX2079  USGS QUAD   -  KITTANNING (1993)
 KX2079
 KX2079                         *CURRENT SURVEY CONTROL
 KX2079  ___________________________________________________________________
 KX2079* NAD 83(1992)-  40 46 31.99720(N)    079 32 22.84000(W)     ADJUSTED  
 KX2079* NAVD 88     -       382.     (meters)    1253.     (feet)  SCALED    
 KX2079  ___________________________________________________________________
 KX2079  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 KX2079  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KX2079
 KX2079  HORZ ORDER  -  SECOND
 KX2079
 KX2079.The horizontal coordinates were established by classical geodetic methods
 KX2079.and adjusted by the National Geodetic Survey in June 2002..
 KX2079
 KX2079.The orthometric height was scaled from a topographic map.
 KX2079
 KX2079.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2079
 KX2079.The geoid height was determined by GEOID03.
 KX2079
 KX2079;                    North         East     Units Scale Factor Converg.
 KX2079;SPC PA S     -   161,670.376   448,929.541   MT  0.99997554   -1 09 40.1
 KX2079;SPC PA S     -   530,413.56  1,472,863.00   sFT  0.99997554   -1 09 40.1
 KX2079;UTM  17      - 4,514,867.774   623,232.995   MT  0.99978692   +0 57 13.9
 KX2079
 KX2079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2079!SPC PA S     -   0.99994535  x   0.99997554  =   0.99992089
 KX2079!UTM  17      -   0.99994535  x   0.99978692  =   0.99973228
 KX2079
 KX2079|---------------------------------------------------------------------|
 KX2079| PID    Reference Object                     Distance      Geod. Az  |
 KX2079|                                                           dddmmss.s |
 KX2079| CX4517 FORD RM 1                             8.338 METERS 08834     |
 KX2079| CX4519 FORD CITY WATER TANK                               1471707.5 |
 KX2079| CX4516 FORD AZ MK                                         1494005.7 |
 KX2079| CX4518 FORD RM 2                             8.670 METERS 26522     |
 KX2079|---------------------------------------------------------------------|
 KX2079
 KX2079                          SUPERSEDED SURVEY CONTROL
 KX2079
 KX2079  NAD 83(1986)-  40 46 32.00092(N)    079 32 22.84564(W) AD(       ) 2
 KX2079  NAD 27      -  40 46 31.77000(N)    079 32 23.68220(W) AD(       ) 2
 KX2079
 KX2079.Superseded values are not recommended for survey control.
 KX2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2079.See file dsdata.txt to determine how the superseded data were derived.
 KX2079
 KX2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF2323314868(NAD 83)
 KX2079_MARKER: DS = TRIANGULATION STATION DISK
 KX2079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2079
 KX2079  HISTORY     - Date     Condition        Report By
 KX2079  HISTORY     - 1958     MONUMENTED       CGS
 KX2079  HISTORY     - 1973     GOOD             PADT
 KX2079
 KX2079                          STATION DESCRIPTION
 KX2079
 KX2079'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2079'THE STATION IS APPROXIMATELY 0.75 MILE WEST OF FORD CITY, 3.0 MILES
 KX2079'SOUTH OF KITTANNING ON THE WEST SIDE OF THE ALLEGHENY RIVER,
 KX2079'AND ON THE EAST SIDE OF A CULTIVATED FIELD IN A NORTH-SOUTH FENCE
 KX2079'LINE, ON PROPERTY OWNED BY MRS. ROSE POZNIK.
 KX2079'
 KX2079'TO REACH FROM JEFFERSON AND MARKET STREETS IN KITTANNING, GO
 KX2079'WESTERLY, ACROSS BRIDGE, ON U.S. HIGHWAY 422 TO THE WEST END
 KX2079'OF RIVER BRIDGE, TURN SHARP LEFT AND GO 0.15 MILE TO POPLAR STREET,
 KX2079'TURN RIGHT AND GO 0.05 MILE TO FRANKLIN AVE., TURN LEFT
 KX2079'AND GO 0.05 MILE TO FORKS, TAKE RIGHT FORK AND GO 0.2 MILE TO FORKS,
 KX2079'KEEP RIGHT AND FOLLOW GRAVEL ROAD 0.45 MILE TO
 KX2079'CROSSROADS, CONTINUE STRAIGHT AHEAD ON GRAVEL ROAD, UP HILL, FOR 1.1
 KX2079'MILE TO SURFACED ROAD, CONTINUE ON SURFACED ROAD FOR 1.1
 KX2079'MILE TO A FIELD ROAD LEFT, TURN LEFT AND FOLLOW FIELD ROAD 0.05
 KX2079'MILE TO A LONE PEACH TREE, BEAR RIGHT, UP HILL, FOR 0.05 MILE, THEN
 KX2079'BEAR LEFT ALONG TOP OF RIDGE TO FENCE LINE AND STATION.
 KX2079'
 KX2079'STATION MARKS ARE STANDARD DISKS STAMPED FORD 1958. THE SURFACE DISK
 KX2079'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4
 KX2079'INCHES. IT IS ON THE EAST-SOUTHEAST SLOPE ABOUT 10 FEET LOWER THAN
 KX2079'HIGHEST PART OF HILL, AND IS 1.6 FEET NORTH OF AN EAST-WEST
 KX2079'FENCE LINE. A STANDARD WITNESS POST WAS SET 3.6 FEET WEST OF THE
 KX2079'MARK. THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 KX2079'CONCRETE 36 INCHES BELOW THE SURFACE OF THE GROUND.
 KX2079'
 KX2079'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FORD NO 1 1958, IS SET
 KX2079'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS ON
 KX2079'THE SOUTH SLOPE OF HILL, 1.6 FEET NORTH OF AN EAST-WEST FENCE LINE.
 KX2079'
 KX2079'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FORD NO 2 1958, IS SET
 KX2079'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS ON
 KX2079'THE SOUTH SLOPE OF HILL, 1.6 FEET NORTH OF AN EAST-WEST FENCE LINE.
 KX2079'
 KX2079'AZIMUTH MARK, A STANDARD DISK STAMPED FORD 1958, IS SET IN A SQUARE
 KX2079'CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS 1.6 FEET
 KX2079'WEST-SOUTHWEST OF A POWER POLE, 7 FEET FROM THE EDGE OF CUT BANK AND
 KX2079'195 FEET NORTH-NORTHWEST FROM THE CENTER OF WATER TANK. A
 KX2079'STANDARD WITNESS POST WAS SET 2 FEET WEST OF THE MARK.
 KX2079'
 KX2079'TO REACH THE AZIMUTH MARK FROM STATION, GO NORTHERLY 0.1 MILE TO
 KX2079'SURFACED ROAD, TURN LEFT AND FOLLOW SURFACED ROAD 1.5
 KX2079'MILES TO STATE ROUTE 128, TURN LEFT ON ROUTE 128 AND GO 0.8 MILE TO
 KX2079'FORKS, TAKE RIGHT FORK, TRUCK ROUTE 128, AND GO 0.3 MILE TO
 KX2079'FORKS, KEEP RIGHT FORK, UP HILL, 0.4 MILE TO A SIDE ROAD RIGHT, TURN
 KX2079'RIGHT AND GO 0.1 MILE TO AZIMUTH MARK ON THE RIGHT.
 KX2079
 KX2079                          STATION RECOVERY (1973)
 KX2079
 KX2079'RECOVERY NOTE BY PA DEPT OF TRANSP 1973
 KX2079'STATION, RM 1, RM 2 AND AZIMUTH MARK RECOVERED IN GOOD CONDITION AS
 KX2079'DESCRIBED.
 KX2079'
 KX2079'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-0.75 MILE WEST OF
 KX2079'FORD CITY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU4193 ***********************************************************************
 JU4193  DESIGNATION -  FORD
 JU4193  PID         -  JU4193
 JU4193  STATE/COUNTY-  PA/PHILADELPHIA
 JU4193  USGS QUAD   -  BRIDGEPORT (1995)
 JU4193
 JU4193                         *CURRENT SURVEY CONTROL
 JU4193  ___________________________________________________________________
 JU4193* NAD 83(1992)-  39 50 12.66251(N)    075 21 56.99688(W)     ADJUSTED  
 JU4193* NAVD 88     -        -0.9    (meters)      -3.     (feet)  VERTCON   
 JU4193  ___________________________________________________________________
 JU4193  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 JU4193  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JU4193
 JU4193  HORZ ORDER  -  THIRD
 JU4193
 JU4193.The horizontal coordinates were established by classical geodetic methods
 JU4193.and adjusted by the National Geodetic Survey in June 2002..
 JU4193
 JU4193.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4193
 JU4193.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4193
 JU4193.The geoid height was determined by GEOID03.
 JU4193
 JU4193;                    North         East     Units Scale Factor Converg.
 JU4193;SPC PA S     -    58,662.739   804,055.542   MT  1.00001649   +1 32 48.6
 JU4193;SPC PA S     -   192,462.67  2,637,972.22   sFT  1.00001649   +1 32 48.6
 JU4193;SPC NJ       -   111,759.959    75,894.463   MT  0.99996759   -0 33 16.9
 JU4193;SPC NJ       -   366,665.80    248,997.08   sFT  0.99996759   -0 33 16.9
 JU4193;SPC DE       -   203,916.261   204,351.220   MT  0.99999523   +0 01 57.2
 JU4193;SPC DE       -   669,015.27    670,442.29   sFT  0.99999523   +0 01 57.2
 JU4193;UTM  18      - 4,409,713.513   468,698.421   MT  0.99961206   -0 14 03.7
 JU4193
 JU4193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4193!SPC PA S     -   1.00000532  x   1.00001649  =   1.00002181
 JU4193!SPC NJ       -   1.00000532  x   0.99996759  =   0.99997291
 JU4193!SPC DE       -   1.00000532  x   0.99999523  =   1.00000055
 JU4193!UTM  18      -   1.00000532  x   0.99961206  =   0.99961738
 JU4193
 JU4193                          SUPERSEDED SURVEY CONTROL
 JU4193
 JU4193  NAD 83(1996)-  39 50 12.66250(N)    075 21 56.99691(W) AD(       ) 3
 JU4193  NAD 83(1991)-  39 50 12.66185(N)    075 21 56.99748(W) AD(       ) 3
 JU4193  NAD 83(1986)-  39 50 12.65768(N)    075 21 56.99989(W) AD(       ) 3
 JU4193  NGVD 29 (06/28/91)   -0.6    (m)           -2.     (f) VERT ANG       
 JU4193
 JU4193.Superseded values are not recommended for survey control.
 JU4193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4193.See file dsdata.txt to determine how the superseded data were derived.
 JU4193
 JU4193_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6869809714(NAD 83)
 JU4193_MARKER: DD = SURVEY DISK
 JU4193_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU4193_SP_SET: SET IN A CONCRETE RETAINING WA
 JU4193_STAMPING: FORD 1942
 JU4193_MARK LOGO: USE   
 JU4193_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4193+STABILITY: SURFACE MOTION
 JU4193_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4193+SATELLITE: SATELLITE OBSERVATIONS - 1942
 JU4193
 JU4193  HISTORY     - Date     Condition        Report By
 JU4193  HISTORY     - 1942     MONUMENTED       USE
 JU4193
 JU4193                          STATION DESCRIPTION
 JU4193
 JU4193'DESCRIBED BY US ENGINEERS 1942
 JU4193'THE STATION IS LOCATED ON THE NORTHERN SIDE OF THE DELAWARE RIVER, 0.9
 JU4193'MI W OF THE W END OF CHESTER ISLAND.
 JU4193'TO REACH STATION PROCEED BY BOAT.
 JU4193'STATION MARK IS A STANDARD CE DISK SET IN THE CONCRETE RETAINING WALL
 JU4193'AT THE UPSTREAM OUTSHORE CORNER OF THE FORD MOTOR COMPANY WHARF IN
 JU4193'CHESTER, PA.  IT IS LOCATED 2.44 M (8.0 FT) W OF THE E EDGE OF THE
 JU4193'TIMBER FENDER,  1.73 M (5.7 FT) NE OF THE SE -+- CUT ON AN ANCHOR BOLT
 JU4193'OF MOORINGS, AND 1.67 M (5.5 FT) SW OF THE SW -+- CUT ON AN ANCHOR
 JU4193'BOLT OF MOORINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2282 ***********************************************************************
 LY2282  DESIGNATION -  FORD 1959 1980
 LY2282  PID         -  LY2282
 LY2282  STATE/COUNTY-  PA/PIKE
 LY2282  USGS QUAD   -  MILFORD (1995)
 LY2282
 LY2282                         *CURRENT SURVEY CONTROL
 LY2282  ___________________________________________________________________
 LY2282* NAD 83(1986)-  41 20 14.     (N)    074 46 25.     (W)     SCALED    
 LY2282* NAVD 88     -       147.51   (meters)     484.0    (feet)  RESET     
 LY2282  ___________________________________________________________________
 LY2282  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 LY2282
 LY2282  VERT ORDER  -  THIRD
 LY2282
 LY2282.The horizontal coordinates were scaled from a topographic map and have
 LY2282.an estimated accuracy of +/- 6 seconds.
 LY2282
 LY2282.The orthometric height was computed from unverified reset data.
 LY2282.No vertical observational check was made to the station.
 LY2282
 LY2282.The geoid height was determined by GEOID03.
 LY2282
 LY2282;                    North         East    Units  Estimated Accuracy
 LY2282;SPC PA N     -   134,280.      849,080.      MT  (+/- 180 meters Scaled)
 LY2282
 LY2282                          SUPERSEDED SURVEY CONTROL
 LY2282
 LY2282.No superseded survey control is available for this station.
 LY2282
 LY2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL189762(NAD 83)
 LY2282_MARKER: DS = TRIANGULATION STATION DISK
 LY2282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY2282_STAMPING: FORD 1959 1980
 LY2282_PROJECTION: RECESSED 15 CENTIMETERS
 LY2282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2282+STABILITY: SURFACE MOTION
 LY2282
 LY2282  HISTORY     - Date     Condition        Report By
 LY2282  HISTORY     - 1980     MONUMENTED       NGS
 LY2282
 LY2282                          STATION DESCRIPTION
 LY2282
 LY2282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 LY2282'1.75 MI NORTH FROM MILFORD.
 LY2282'1.75 MILES NORTHEAST ALONG U.S. HIGHWAYS 6 AND 209 FROM ITS JUNCTION
 LY2282'WITH U.S. HIGHWAY 206 IN MILFORD, 67.6 FEET NORTH-NORTHEAST OF THE
 LY2282'CENTER OF THE MOST NORTHERLY ENTRANCE TO THE EVERGREEN RESTAURANT,
 LY2282'59.2 FEET EAST-SOUTHEAST OF A POWERLINE POLE NUMBERED 86 CCL 3902,
 LY2282'54.5 FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 6 AND 209 AND
 LY2282'22.5 FEET WEST OF THE NORTHWEST CORNER OF THE CONCRETE BASE FOR A
 LY2282'SIGN READING EVERGREEN.
 LY2282'THE MARK IS 1.6 FT  S FROM A WITNESS POST.
 LY2282'THE MARK IS 1 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2283 ***********************************************************************
 LY2283  DESIGNATION -  FORD 2
 LY2283  PID         -  LY2283
 LY2283  STATE/COUNTY-  PA/PIKE
 LY2283  USGS QUAD   -  MILFORD (1995)
 LY2283
 LY2283                         *CURRENT SURVEY CONTROL
 LY2283  ___________________________________________________________________
 LY2283* NAD 83(1992)-  41 20 15.02251(N)    074 46 24.74892(W)     ADJUSTED  
 LY2283* NAVD 88     -       148.77   (meters)     488.1    (feet)  RESET     
 LY2283  ___________________________________________________________________
 LY2283  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 LY2283  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 LY2283
 LY2283  HORZ ORDER  -  THIRD
 LY2283  VERT ORDER  -  THIRD
 LY2283
 LY2283.The horizontal coordinates were established by classical geodetic methods
 LY2283.and adjusted by the National Geodetic Survey in June 2002..
 LY2283
 LY2283.The orthometric height was computed from unverified reset data.
 LY2283.No vertical observational check was made to the station.
 LY2283
 LY2283.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2283
 LY2283.The geoid height was determined by GEOID03.
 LY2283
 LY2283;                    North         East     Units Scale Factor Converg.
 LY2283;SPC PA N     -   134,306.499   849,083.565   MT  0.99995781   +1 58 08.6
 LY2283;SPC PA N     -   440,637.24  2,785,701.66   sFT  0.99995781   +1 58 08.6
 LY2283;UTM  18      - 4,576,249.291   518,948.041   MT  0.99960442   +0 08 58.5
 LY2283
 LY2283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2283!SPC PA N     -   0.99998172  x   0.99995781  =   0.99993953
 LY2283!UTM  18      -   0.99998172  x   0.99960442  =   0.99958614
 LY2283
 LY2283:                Primary Azimuth Mark                     Grid Az
 LY2283:SPC PA N     -  CS PEIRCE AZ MK                          061 00 50.7
 LY2283:UTM  18      -  CS PEIRCE AZ MK                          062 50 00.8
 LY2283
 LY2283|---------------------------------------------------------------------|
 LY2283| PID    Reference Object                     Distance      Geod. Az  |
 LY2283|                                                           dddmmss.s |
 LY2283| LY2642 CS PEIRCE AZ MK                     APPROX. 0.6 KM 0625859.3 |
 LY2283| LY2607 HIGH POINT MOUNMENT                 APPROX. 9.6 KM 1010401.7 |
 LY2283| CB3335 FORD 2 RM 4                          22.314 METERS 15712     |
 LY2283| LY2090 W 364                               171.998 METERS 22935     |
 LY2283| LY2640 FORD RESET                          255.180 METERS 23016     |
 LY2283|---------------------------------------------------------------------|
 LY2283
 LY2283                          SUPERSEDED SURVEY CONTROL
 LY2283
 LY2283  NAD 83(1996)-  41 20 15.02253(N)    074 46 24.74892(W) AD(       ) 3
 LY2283  NAD 83(1996)-  41 20 15.02265(N)    074 46 24.74916(W) AD(       ) 3
 LY2283  NAD 83(1986)-  41 20 15.02656(N)    074 46 24.74951(W) AD(       ) 3
 LY2283  NAD 27      -  41 20 14.68299(N)    074 46 26.14217(W) AD(       ) 3
 LY2283  NGVD 29 (07/19/86)  148.95   (m)          488.7    (f) LEVELING    3  
 LY2283
 LY2283.Superseded values are not recommended for survey control.
 LY2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2283.See file dsdata.txt to determine how the superseded data were derived.
 LY2283
 LY2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1894876249(NAD 83)
 LY2283_MARKER: DS = TRIANGULATION STATION DISK
 LY2283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY2283_STAMPING: FORD 2 1979
 LY2283_PROJECTION: FLUSH
 LY2283_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2283+STABILITY: SURFACE MOTION
 LY2283
 LY2283  HISTORY     - Date     Condition        Report By
 LY2283  HISTORY     - 1979     MONUMENTED       NGS
 LY2283  HISTORY     - 1979     GOOD             NGS
 LY2283
 LY2283                          STATION DESCRIPTION
 LY2283
 LY2283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (RGP)
 LY2283'THE STATION IS LOCATED 5-1/2 MILES SW OF PORT JERVIS, 1-3/4 MILES NE
 LY2283'OF MILFORD AND ON ROAD RIGHT OF WAY.
 LY2283'
 LY2283'TO REACH THE STATION FROM THE POST OFFICE IN MILFORD, GO E ON HARFORD
 LY2283'STREET FOR 0.15 MILE TO THE JUNCTION WITH HIGHWAYS 6, 206, AND 209.
 LY2283'TURN LEFT AND GO NE ON HIGHWAYS 6 AND 209 FOR 1.95 MILES TO THE
 LY2283'STATION ON THE LEFT.
 LY2283'
 LY2283'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 LY2283'---FORD 2 1979---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM
 LY2283'(10 INCHES) IN DIAMETER PROJECTING 3 CM (1 INCH) ABOVE THE GROUND
 LY2283'LOCATED 8.5 METERS (28 FEET) SW FROM A 24-INCH MAPLE TREE, 9.4 METERS
 LY2283'(31 FEET) N FROM THE CENTER OF THE HIGHWAY, 4.69 METERS (15.4 FEET)
 LY2283'ESE FROM A POWERLINE POLE NUMBERED 7-130, 0.49 METER (1.6 FEET) S
 LY2283'FROM A WITNESS POST, AND 0.9 METER (3 FEET) S FROM A DITCH.
 LY2283'
 LY2283'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 LY2283'STAMPED---FORD 2 1979---SET INTO AN IRREGULAR MASS OF CONCRETE 0.9
 LY2283'METER (3 FEET) BELOW THE SURFACE.
 LY2283'
 LY2283'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 LY2283'STAMPED---FORD 2 NO 4 1979---SET INTO THE TOP OF A ROUND CONCRETE
 LY2283'MONUMENT 25 CM (10 INCHES) IN DIAMETER PROJECTING 5 CM (2 INCHES)
 LY2283'ABOVE THE GROUND LOCATED 22.89 METERS (75.1 FEET) SSE FROM THE
 LY2283'WITNESS POST, 13.1 METERS (43 FEET) S FROM THE CENTER OF THE HIGHWAY,
 LY2283'9.1 METERS (30 FEET) W FROM THE CENTER OF A DIRT ROAD LEADING SOUTH,
 LY2283'0.6 METER (2 FEET) NE FROM A POWERLINE POLE NUMBERED 81, AND 0.6
 LY2283'METER (2 FEET) LOWER THAN THE STATION.
 LY2283'
 LY2283'REFERENCE MARK NO. 5 IS A STANDARD NGS BENCH MARK DISK STAMPED W 364
 LY2283'1978, CRIMPED TO THE TOP OF A METAL ROD DRIVEN INTO THE GROUND.  IT
 LY2283'IS 2-INCHES BELOW THE SURFACE AND IS LOCATED 13.1 METERS (43 FEET) SE
 LY2283'FROM THE CENTER OF THE HIGHWAY, 24.7 METERS (81 FEET) E FROM THE NE
 LY2283'ENTRANCE TO THE EVERGREEN CLUB AND LOUNGE, 1.2 METERS (4 FEET) W FROM
 LY2283'A POWERLINE POLE, 0.3 METER (1 FOOT) E FROM A WITNESS POST, AND 1.753
 LY2283'METERS (5.75 FEET) LOWER THAN THE STATION.
 LY2283
 LY2283                          STATION RECOVERY (1979)
 LY2283
 LY2283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LY2283'1.95 MI NE FROM MILFORD.
 LY2283'1.95 MILES NORTHEAST ALONG HIGHWAYS 6 AND 209 FROM THE INTERSECTION
 LY2283'OF HIGHWAYS 6, 209 AND 206 IN THE CENTER OF MILFORD, 28 FEET
 LY2283'SOUTHWEST OF A 24-INCH MAPLE TREE, 15.4 FEET EAST-SOUTHEAST OF A
 LY2283'POWERLINE POLE NUMBERED 7-130, 31 FEET NORTH OF THE CENTER OF THE
 LY2283'HIGHWAY AND 3 FEET SOUTH OF A SMALL DITCH.
 LY2283'THE MARK IS 1.6 FT  NE FROM A WITNESS POST.
 LY2283'THE MARK IS 0.5 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2284 ***********************************************************************
 LY2284  DESIGNATION -  FORD 2 RESET 1979
 LY2284  PID         -  LY2284
 LY2284  STATE/COUNTY-  PA/PIKE
 LY2284  USGS QUAD   -  MILFORD (1995)
 LY2284
 LY2284                         *CURRENT SURVEY CONTROL
 LY2284  ___________________________________________________________________
 LY2284* NAD 83(1986)-  41 20 14.     (N)    074 46 25.     (W)     SCALED    
 LY2284* NAVD 88     -       148.57   (meters)     487.4    (feet)  RESET     
 LY2284  ___________________________________________________________________
 LY2284  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 LY2284
 LY2284  VERT ORDER  -  THIRD
 LY2284
 LY2284.The horizontal coordinates were scaled from a topographic map and have
 LY2284.an estimated accuracy of +/- 6 seconds.
 LY2284
 LY2284.The orthometric height was computed from unverified reset data.
 LY2284.No vertical observational check was made to the station.
 LY2284
 LY2284.The geoid height was determined by GEOID03.
 LY2284
 LY2284;                    North         East    Units  Estimated Accuracy
 LY2284;SPC PA N     -   134,280.      849,080.      MT  (+/- 180 meters Scaled)
 LY2284
 LY2284                          SUPERSEDED SURVEY CONTROL
 LY2284
 LY2284.No superseded survey control is available for this station.
 LY2284
 LY2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL189762(NAD 83)
 LY2284_MARKER: DS = TRIANGULATION STATION DISK
 LY2284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY2284_STAMPING: FORD 2 1979
 LY2284_PROJECTION: RECESSED 10 CENTIMETERS
 LY2284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2284+STABILITY: SURFACE MOTION
 LY2284
 LY2284  HISTORY     - Date     Condition        Report By
 LY2284  HISTORY     - 1979     MONUMENTED       NGS
 LY2284
 LY2284                          STATION DESCRIPTION
 LY2284
 LY2284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LY2284'1.8 MI NE FROM MILFORD.
 LY2284'1.8 MILES NORTHEAST ALONG HIGHWAYS 6 AND AND 209 FROM THEIR JUNCTION
 LY2284'WITH HIGHWAY 206 IN MILFORD, 31 FEET NORTH OF THE CENTER OF THE
 LY2284'HIGHWAY, 28 FEET SOUTHWEST OF A 24-INCH MAPLE TREE, 15.4 FEET
 LY2284'EAST-SOUTHEAST OF A POWERLINE POLE NUMBERED 7-130 AND 3 FEET SOUTH OF
 LY2284'A SMALL DITCH.
 LY2284'THE MARK IS 1.6 FT  S FROM A WITNESS POST.
 LY2284'THE MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2412 ***********************************************************************
 LY2412  DESIGNATION -  FORD 2 RM 3
 LY2412  PID         -  LY2412
 LY2412  STATE/COUNTY-  PA/PIKE
 LY2412  USGS QUAD   -  MILFORD (1995)
 LY2412
 LY2412                         *CURRENT SURVEY CONTROL
 LY2412  ___________________________________________________________________
 LY2412* NAD 83(1986)-  41 20 14.     (N)    074 46 25.     (W)     SCALED    
 LY2412* NAVD 88     -       148.08   (meters)     485.8    (feet)  RESET     
 LY2412  ___________________________________________________________________
 LY2412  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 LY2412
 LY2412  VERT ORDER  -  THIRD
 LY2412
 LY2412.The horizontal coordinates were scaled from a topographic map and have
 LY2412.an estimated accuracy of +/- 6 seconds.
 LY2412
 LY2412.The orthometric height was computed from unverified reset data.
 LY2412.No vertical observational check was made to the station.
 LY2412
 LY2412.The geoid height was determined by GEOID03.
 LY2412
 LY2412;                    North         East    Units  Estimated Accuracy
 LY2412;SPC PA N     -   134,280.      849,080.      MT  (+/- 180 meters Scaled)
 LY2412
 LY2412                          SUPERSEDED SURVEY CONTROL
 LY2412
 LY2412.No superseded survey control is available for this station.
 LY2412
 LY2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL189762(NAD 83)
 LY2412_MARKER: DR = REFERENCE MARK DISK
 LY2412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY2412_STAMPING: FORD 2 NO 3 1979
 LY2412_PROJECTION: PROJECTING 8 CENTIMETERS
 LY2412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2412+STABILITY: SURFACE MOTION
 LY2412
 LY2412  HISTORY     - Date     Condition        Report By
 LY2412  HISTORY     - 1979     MONUMENTED       NGS
 LY2412
 LY2412                          STATION DESCRIPTION
 LY2412
 LY2412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LY2412'1.95 MI NE FROM MILFORD.
 LY2412'1.95 MILES NORTHEAST ALONG HIGHWAYS 6 AND 209 FROM THE INTERSECTION
 LY2412'OF HIGHWAYS 6, 206 AND 209 IN THE CENTER OF MILFORD, 43 FEET OF THE
 LY2412'CENTER OF THE HIGHWAY, 30 FEET WEST OF THE CENTER OF A DIRT ROAD AND
 LY2412'2 FEET NORTHEAST OF A POWERLINE POLE NUMBERED 81.
 LY2412'THE MARK IS 75.1 FT  SSE FROM A WITNESS POST.
 LY2412'THE MARK IS 2 FT BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2640 ***********************************************************************
 LY2640  DESIGNATION -  FORD RESET
 LY2640  PID         -  LY2640
 LY2640  STATE/COUNTY-  PA/PIKE
 LY2640  USGS QUAD   -  MILFORD (1995)
 LY2640
 LY2640                         *CURRENT SURVEY CONTROL
 LY2640  ___________________________________________________________________
 LY2640* NAD 83(1992)-  41 20 09.73570(N)    074 46 33.18943(W)     ADJUSTED  
 LY2640* NAVD 88     -       147.50   (+/-2cm)     483.9    (feet)  VERTCON   
 LY2640  ___________________________________________________________________
 LY2640  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 LY2640  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 LY2640
 LY2640  HORZ ORDER  -  THIRD
 LY2640  VERT ORDER  -  THIRD ? (See Below)
 LY2640
 LY2640.The horizontal coordinates were established by classical geodetic methods
 LY2640.and adjusted by the National Geodetic Survey in June 2002..
 LY2640
 LY2640.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2640.The vertical order pertains to the NGVD 29 superseded value.
 LY2640
 LY2640.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2640
 LY2640.The geoid height was determined by GEOID03.
 LY2640
 LY2640;                    North         East     Units Scale Factor Converg.
 LY2640;SPC PA N     -   134,136.763   848,893.036   MT  0.99995784   +1 58 03.0
 LY2640;SPC PA N     -   440,080.36  2,785,076.57   sFT  0.99995784   +1 58 03.0
 LY2640;UTM  18      - 4,576,085.748   518,752.288   MT  0.99960433   +0 08 52.9
 LY2640
 LY2640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2640!SPC PA N     -   0.99998192  x   0.99995784  =   0.99993976
 LY2640!UTM  18      -   0.99998192  x   0.99960433  =   0.99958625
 LY2640
 LY2640:                Primary Azimuth Mark                     Grid Az
 LY2640:SPC PA N     -  FORD AZ MK                               007 19 18.1
 LY2640:UTM  18      -  FORD AZ MK                               009 08 28.2
 LY2640
 LY2640|---------------------------------------------------------------------|
 LY2640| PID    Reference Object                     Distance      Geod. Az  |
 LY2640|                                                           dddmmss.s |
 LY2640| CB3331 FORD AZ MK                                         0091721.1 |
 LY2640| CB3332 FORD RM 1                            18.446 METERS 02808     |
 LY2640| LY2283 FORD 2                              255.181 METERS 05016     |
 LY2640| LY2090 W 364                                83.221 METERS 05142     |
 LY2640| LY2605 HIGH POINT RM 3                     APPROX. 9.7 KM 0993326.5 |
 LY2640| CB3334 FORD RM 3                            19.165 METERS 12540     |
 LY2640| CB3333 FORD RM 2                            18.320 METERS 25338     |
 LY2640|---------------------------------------------------------------------|
 LY2640
 LY2640                          SUPERSEDED SURVEY CONTROL
 LY2640
 LY2640  NAD 83(1996)-  41 20 09.73572(N)    074 46 33.18944(W) AD(       ) 3
 LY2640  NAD 83(1996)-  41 20 09.73585(N)    074 46 33.18969(W) AD(       ) 3
 LY2640  NAD 83(1986)-  41 20 09.73976(N)    074 46 33.19001(W) AD(       ) 3
 LY2640  NAD 27      -  41 20 09.39760(N)    074 46 34.58980(W) AD(       ) 3
 LY2640  NGVD 29 (07/19/86)  147.68   (m)          484.5    (f) LEVELING    3  
 LY2640
 LY2640.Superseded values are not recommended for survey control.
 LY2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2640.See file dsdata.txt to determine how the superseded data were derived.
 LY2640
 LY2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1875276086(NAD 83)
 LY2640_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2640_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2640
 LY2640  HISTORY     - Date     Condition        Report By
 LY2640  HISTORY     - 1959     MONUMENTED       CGS
 LY2640  HISTORY     - 1968     SEE DESCRIPTION  AEROS
 LY2640  HISTORY     - 1979     GOOD             NGS
 LY2640  HISTORY     - 1980     SEE DESCRIPTION  NGS
 LY2640
 LY2640                          STATION DESCRIPTION
 LY2640
 LY2640'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY2640'STATION IS LOCATED ON THE SOUTH SIDE OF U.S. HIGHWAY 6, BETWEEN A GAP
 LY2640'IN A ROW OF LARGE PINE TREES, ABOUT 55 FEET SOUTH OF THE CENTER OF
 LY2640'THE HIGHWAY, 2 MILES NORTHEAST OF THE CENTER SECTION OF MILFORD,
 LY2640'4-1/2 MILES WEST-SOUTHWEST OF MATAMORAS AND IS ON THE
 LY2640'HIGHWAY RIGHT-OF-WAY.
 LY2640'
 LY2640'STATION IS REACHED FROM THE COURTHOUSE IN MILFORD.  GO NORTHEAST AND
 LY2640'EAST, ON U.S. HIGHWAY 6 FOR 1.75 MILES TO A GAP IN A ROW OF LARGE
 LY2640'PINE TREES AND STATION ON THE RIGHT, SOUTH SIDE OF THE HIGHWAY.
 LY2640'CONTINUE EAST, ON THE HIGHWAY FOR 0.05 MILE TO A MACADAM ROAD LEFT.
 LY2640'TURN LEFT AND GO NORTH, ON THE MACADAM ROAD FOR 0.06 MILE TO A
 LY2640'MACADAM CROSSROAD, ENTRANCE TO THE PINE HILL FARM AND THE AZIMUTH
 LY2640'MARK IN THE NORTHEAST ANGLE.
 LY2640'
 LY2640'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF SQUARE CONCRETE
 LY2640'MONUMENTS.
 LY2640'
 LY2640'STATION MARK IS STAMPED FORD 1959 AND IS FLUSH WITH THE GROUND
 LY2640'SURFACE.  IT IS ABOUT 55 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 6,
 LY2640'6 FEET NORTH OF THE CENTER LINE OF A ROW OF LARGE PINE TREES, 13 FEET
 LY2640'NORTH OF THE NORTH EDGE OF A CULTIVATED FIELD AND 12.6 FEET
 LY2640'NORTH-NORTHEAST OF A STANDARD METAL WITNESS POST AND STATION MARKER.
 LY2640'
 LY2640'REFERENCE MARK 1 IS STAMPED FORD NO 1 1959 AND IS FLUSH WITH THE
 LY2640'GROUND SURFACE.  IT IS ABOUT 31 FEET SOUTH OF THE HIGHWAY, 23
 LY2640'FEET NORTH-NORTHEAST OF THE WITNESS POST AND ABOUT 28 FEET NORTHEAST
 LY2640'OF THE CENTER LINE OF THE ROW OF PINE TREES.
 LY2640'
 LY2640'REFERENCE MARK 2 IS STAMPED FORD NO 2 1959 AND IS FLUSH WITH THE
 LY2640'GROUND SURFACE.  IT IS ABOUT 33 FEET SOUTH OF THE HIGHWAY, 51
 LY2640'FEET WEST-SOUTHWEST OF THE WITNESS POST AND ABOUT 28 FEET NORTH OF
 LY2640'THE CENTER LINE OF THE ROW OF PINE TREES.
 LY2640'
 LY2640'AZIMUTH MARK IS STAMPED FORD 1959 AND IS FLUSH WITH THE GROUND
 LY2640'SURFACE.  IT IS ABOUT 43 FEET NORTH-NORTHEAST OF THE
 LY2640'INTERSECTION OF TWO MACADAM ROADS, 22 FEET NORTH OF THE CENTER OF A
 LY2640'EAST-WEST MACADAM ROAD, 31 FEET EAST OF A NORTH- SOUTH MACADAM
 LY2640'ROAD WHICH IS THE ENTRANCE ROAD TO THE PINE HILL FARM, 1.8 FEET SOUTH
 LY2640'OF THE SOUTH END OF A ROCK WALL AND 1.6 FEET WEST OF A STANDARD
 LY2640'METAL WITNESS POST AND MARKER.
 LY2640'
 LY2640'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LY2640
 LY2640                          STATION RECOVERY (1968)
 LY2640
 LY2640'RECOVERY NOTE BY AERO SERVICE CORPORATION 1968 (CWB)
 LY2640'STATION, RM 1, RM 2 AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 LY2640'DESCRIPTION ADEQUATE.
 LY2640
 LY2640                          STATION RECOVERY (1979)
 LY2640
 LY2640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RGP)
 LY2640'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 LY2640'CONDITION.  NO EVIDENCE OF THE REFERENCE MARKS WERE FOUND, THEY WERE
 LY2640'BELIEVED DESTROYED BY CONSTRUCTION.  TWO NEW REFERENCE POINTS WERE
 LY2640'ESTABLISHED.
 LY2640'
 LY2640'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 LY2640'
 LY2640'THE STATION IS LOCATED 5-1/2 MILES SOUTHWEST OF PORT JERVIS, 1-3/4
 LY2640'MILES NORTHEAST OF MILFORD AND ON PROPERTY OWNED BY THE EVERGREEN
 LY2640'CLUB AND LOUNGE.
 LY2640'
 LY2640'TO REACH THE STATION FROM THE POST OFFICE IN MILFORD, GO EAST ON
 LY2640'HAREFORD STREET FOR 0.15 MILE TO THE JUNCTION OF HIGHWAYS 6, 206 AND
 LY2640'209, TURN LEFT AND GO NORTHEAST ON HIGHWAYS 6 AND 209 FOR 1.85 MILE
 LY2640'TO THE STATION ON THE RIGHT IN FRONT OF THE EVERGREEN CLUB AND LOUNGE.
 LY2640'
 LY2640'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 LY2640'STAMPED---FORD 1959---SET INTO THE TOP OF A SQUARE CONCRETE
 LY2640'MONUMENT 30 CM (12 INCHES) ON SIDE RECESSED 20 CM (8 INCHES) BELOW
 LY2640'THE GROUND LOCATED 20.7 METERS (68 FEET) NW FROM THE CENTER OF THE
 LY2640'NORTH ENTRANCE OF THE CLUB, 18.3 METERS (60 FEET) E FROM A POWERLINE
 LY2640'POLE NUMBERED 86 PCL 3902, 17.1 METERS (56 FEET) SSE FROM THE CENTER
 LY2640'OF HIGHWAYS 6 AND 209, 6.86 METERS (22.5 FEET) SW FROM THE NORTHWEST
 LY2640'CORNER OF THE FOUNDATION OF A SIGN, AND 5.5 METERS (18 FEET) NE FROM
 LY2640'A 6-FOOT HIGH CEDAR TREE.
 LY2640'
 LY2640'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 LY2640'STAMPED---FORD 1959 NO 3 1979---CEMENTED IN A DRILL HOLE IN THE
 LY2640'WEST SIDE OF THE CONCRETE LANDING AT THE NORTH ENTRANCE TO THE
 LY2640'EVERGREEN CLUB AND LOUNGE.  MARK IS LOCATED SSE FROM THE CENTER OF
 LY2640'THE HIGHWAY, NW FROM THE CENTER OF THE ENTRANCE TO THE CLUB, S FROM
 LY2640'THE NORTHWEST CORNER OF THE CONCRETE LANDING, AND 0.3 METER (1 FOOT)
 LY2640'LOWER THAN THE STATION.
 LY2640'
 LY2640'REFERENCE MARK NO. 5 IS A STANDARD NGS BENCH MARK DISK STAMPED W 364
 LY2640'1978, CRIMPED TO THE TOP OF A METAL ROD WHICH IS DRIVEN INTO THE
 LY2640'GROUND.  IT IS 2-INCHES BELOW THE SURFACE AND IS LOCATED 24.7 METERS
 LY2640'(81 FEET) E FROM THE CENTER OF THE NE ENTRANCE TO THE CLUB, 13.1
 LY2640'METERS (43 FEET) SE FROM THE CENTER OF THE HIGHWAY, 1.2 METERS (4
 LY2640'FEET) W FROM A POWERLINE POLE, 0.3 METER (1 FOOT) E FROM A WITNESS
 LY2640'POST, AND 0.6 METER (2 FEET) LOWER THAN THE STATION.
 LY2640'
 LY2640'AZIMUTH MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 LY2640'NOS) DISK STAMPED---FORD 1959---SET INTO THE TOP OF A SQUARE
 LY2640'CONCRETE MONUMENT 25 CM (10 INCHES) ON SIDE FLUSH WITH THE GROUND
 LY2640'LOCATED 9.4 METERS (31 FEET) E FROM THE CENTER OF A NORTH-SOUTH PAVED
 LY2640'ROAD, 6.7 METERS (22 FEET) N FROM THE CENTER OF AN EAST-WEST PAVED
 LY2640'ROAD, 0.64 METER (2.1 FEET) W FROM A WITNESS POST, AND 0.55 METER
 LY2640'(1.8 FEET) S FROM A ROCK WALL.
 LY2640'
 LY2640'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAYS 6 AND
 LY2640'209 FOR 0.05 MILE TO A CROSSROADS, TURN LEFT AND GO NORTH ON A PAVED
 LY2640'ROAD FOR 0.1 MILE TO A CROSSROADS AND THE MARK IN THE NORTHEAST ANGLE
 LY2640'OF THE INTERSECTION.
 LY2640
 LY2640                          STATION RECOVERY (1980)
 LY2640
 LY2640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 LY2640'THE STATION MARK WAS FOUND AS DESCRIBED, HOWEVER UPON REMOVING THE
 LY2640'SURFACE MARK, THE SUB-SURFACE DISK WAS FOUND IN GOOD CONDITION BUT IN
 LY2640'A SLIGHT DIFFERENT LOCATION FROM THE SURFACE DISK.  THE SURFACE DISK
 LY2640'MUST HAVE BEEN HIT DURING THE CONSTRUCTION OF THE EVERGREEN
 LY2640'RESTAURANT.  A NEW SURFACE MARK WAS SET DIRECT OVER THE OLD
 LY2640'SUB-SURFACE DISK.
 LY2640'
 LY2640'A COMPLETE NEW SET OF HORIZONTAL ANGLES AND DISTANCES WERE THEN TAKEN
 LY2640'FROM THE RE-ESTABLISHED POINT.
 LY2640'
 LY2640'THE NEW MONUMENT CONSISTS OF A STANDARD DISK SET IN THE TOP OF A
 LY2640'12-INCH SQUARE CONCRETE POST STAMPED FORD 1959 1980, ABOUT 4-INCHES
 LY2640'BELOW THE SURFACE AND ALL OF THE REFERENCE MEASUREMENTS REMAIN THE
 LY2640'SAME AS PREVIOUSLY STATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2363 ***********************************************************************
 KX2363  DESIGNATION -  FORDPORT
 KX2363  PID         -  KX2363
 KX2363  STATE/COUNTY-  PA/BEDFORD
 KX2363  USGS QUAD   -  BEDFORD (1987)
 KX2363
 KX2363                         *CURRENT SURVEY CONTROL
 KX2363  ___________________________________________________________________
 KX2363* NAD 83(1992)-  40 03 40.56170(N)    078 30 37.53755(W)     ADJUSTED  
 KX2363* NAVD 88     -       361.3    (meters)    1185.     (feet)  VERTCON   
 KX2363  ___________________________________________________________________
 KX2363  X           -     973,755.045 (meters)                     COMP
 KX2363  Y           -  -4,790,621.358 (meters)                     COMP
 KX2363  Z           -   4,083,406.215 (meters)                     COMP
 KX2363  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 KX2363  ELLIP HEIGHT-         328.97  (meters)          (06/21/02) GPS OBS
 KX2363  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KX2363
 KX2363  HORZ ORDER  -  THIRD
 KX2363  ELLP ORDER  -  FOURTH    CLASS I
 KX2363
 KX2363.The horizontal coordinates were established by GPS observations
 KX2363.and adjusted by the National Geodetic Survey in June 2002..
 KX2363
 KX2363.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2363
 KX2363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KX2363
 KX2363.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2363
 KX2363.The ellipsoidal height was determined by GPS observations
 KX2363.and is referenced to NAD 83.
 KX2363
 KX2363.The geoid height was determined by GEOID03.
 KX2363
 KX2363;                    North         East     Units Scale Factor Converg.
 KX2363;SPC PA S     -    81,105.147   535,124.209   MT  0.99998246   -0 29 36.1
 KX2363;SPC PA S     -   266,092.47  1,755,653.34   sFT  0.99998246   -0 29 36.1
 KX2363;UTM  17      - 4,437,527.298   712,330.747   MT  1.00015504   +1 36 10.5
 KX2363
 KX2363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2363!SPC PA S     -   0.99994839  x   0.99998246  =   0.99993086
 KX2363!UTM  17      -   0.99994839  x   1.00015504  =   1.00010343
 KX2363
 KX2363:                Primary Azimuth Mark                     Grid Az
 KX2363:SPC PA S     -  FORDPORT AZ MK                           022 58 28.4
 KX2363:UTM  17      -  FORDPORT AZ MK                           020 52 41.8
 KX2363
 KX2363|---------------------------------------------------------------------|
 KX2363| PID    Reference Object                     Distance      Geod. Az  |
 KX2363|                                                           dddmmss.s |
 KX2363| KX2364 FORDPORT AZ MK                      448.675 METERS 0222852.3 |
 KX2363|---------------------------------------------------------------------|
 KX2363
 KX2363                          SUPERSEDED SURVEY CONTROL
 KX2363
 KX2363  NAD 83(1995)-  40 03 40.56670(N)    078 30 37.54223(W) AD(       ) 3
 KX2363  ELLIP H (01/27/92)  328.55   (m)                       GP(       ) 4 1
 KX2363  NAD 83(1986)-  40 03 40.57024(N)    078 30 37.55435(W) AD(       ) 3
 KX2363  NGVD 29 (09/11/89)  361.5    (m)         1186.     (f) GPS OBS        
 KX2363
 KX2363.Superseded values are not recommended for survey control.
 KX2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2363.See file dsdata.txt to determine how the superseded data were derived.
 KX2363
 KX2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE1233137527(NAD 83)
 KX2363_MARKER: I = METAL ROD
 KX2363_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KX2363_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KX2363_STAMPING: FORDPORT 1988
 KX2363_MARK LOGO: NGS   
 KX2363_PROJECTION: FLUSH
 KX2363_MAGNETIC: I = MARKER IS A STEEL ROD
 KX2363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX2363+STABILITY: POSITION/ELEVATION WELL
 KX2363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX2363+SATELLITE: SATELLITE OBSERVATIONS - 1988
 KX2363_ROD/PIPE-DEPTH: 6.2  meters
 KX2363_SLEEVE-DEPTH  : 1.0 meters
 KX2363
 KX2363  HISTORY     - Date     Condition        Report By
 KX2363  HISTORY     - 1988     MONUMENTED       NGS
 KX2363
 KX2363                          STATION DESCRIPTION
 KX2363
 KX2363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KX2363'THE STATION IS LOCATED ABOUT 4.7 KM (2.90 MI) NORTH OF BEDFORD, 4.0 KM
 KX2363'(2.50 MI) SOUTH OF CESSNA, AT THE BEDFORD AIRPORT, 0.1 KM (0.05 MI)
 KX2363'NORTHEAST OF THE SOUTHWEST END OF AND ON THE NORTHWEST SIDE OF THE
 KX2363'SINGLE ASPHALT RUNWAY.
 KX2363'OWNERSHIP--BUN AIR CORPORTATION, C/O PRESIDENT FRANK E. GRAZIER, P.O.
 KX2363'BOX 638, BEDFORD PA 15522.  PHONE 814-623-8171.
 KX2363'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND 220
 KX2363'BUSINESS IN DOWNTOWN BEDFORD, GO NORTH FOR 3.7 KM (2.30 MI) ON HIGHWAY
 KX2363'220 BUSINESS TO THE OVERPASS BRIDGE OF INTERSTATE HIGHWAY 70 AND 76.
 KX2363'CONTINUE STRAIGHT AND GO NORTH FOR 0.9 KM (0.55 MI) ON HIGHWAY 220
 KX2363'BUSINESS TO A PAVED SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST
 KX2363'FOR 0.1 KM (0.05 MI) ON CENTER STREET TO A PAVED SIDE ROAD ON THE
 KX2363'LEFT.  TURN LEFT AND GO NORTH FOR 0.1 KM (0.05 MI) ON THE PAVED ROAD
 KX2363'TO A FORK.  BEAR LEFT AND GO NORTH FOR 0.3 KM (0.20 MI) ON THE PAVED
 KX2363'AIRPORT ENTRANCE ROAD TO A PAVED RAMP AND AIRPORT OFFICE BUILDING.
 KX2363'TURN LEFT AND GO NORTHWEST FOR 0.1 KM (0.05 MI) ON THE RAMP AND ACROSS
 KX2363'THE RUNWAY TO THE STATION ON THE LEFT.
 KX2363'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 5 CM
 KX2363'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OR 6.2 METERS IN A GREASE
 KX2363'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 KX2363'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 KX2363'67.6 M (221.8 FT) SOUTHEAST FROM THE BASE OF A WIND-T, 22.3 M
 KX2363'(73.2 FT) NORTHWEST FROM THE CENTER OF THE RUNWAY, 16.5 M (54.1 FT)
 KX2363'SOUTHEAST FROM A FIBERGLASS WITNESS POST AT THE TOP OF THE NORTHWEST
 KX2363'EDGE OF A STEEP BANK, AND 12.6 M (41.3 FT) WEST FROM THE SECOND WHITE
 KX2363'RUNWAY LIGHT ON THE NORTHWEST SIDE OF THE RUNWAY FROM THE SOUTHWEST
 KX2363'END OF THE RUNWAY.
 KX2363'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2364 ***********************************************************************
 KX2364  DESIGNATION -  FORDPORT AZ MK
 KX2364  PID         -  KX2364
 KX2364  STATE/COUNTY-  PA/BEDFORD
 KX2364  USGS QUAD   -  BEDFORD (1987)
 KX2364
 KX2364                         *CURRENT SURVEY CONTROL
 KX2364  ___________________________________________________________________
 KX2364* NAD 83(1992)-  40 03 54.00307(N)    078 30 30.29794(W)     ADJUSTED  
 KX2364* NAVD 88     -       353.5    (meters)    1160.     (feet)  VERTCON   
 KX2364  ___________________________________________________________________
 KX2364  X           -     973,868.819 (meters)                     COMP
 KX2364  Y           -  -4,790,319.739 (meters)                     COMP
 KX2364  Z           -   4,083,718.424 (meters)                     COMP
 KX2364  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 KX2364  ELLIP HEIGHT-         321.05  (meters)          (06/21/02) GPS OBS
 KX2364  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KX2364
 KX2364  HORZ ORDER  -  THIRD
 KX2364  ELLP ORDER  -  FOURTH    CLASS I
 KX2364
 KX2364.The horizontal coordinates were established by GPS observations
 KX2364.and adjusted by the National Geodetic Survey in June 2002..
 KX2364
 KX2364.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2364
 KX2364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KX2364
 KX2364.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2364
 KX2364.The ellipsoidal height was determined by GPS observations
 KX2364.and is referenced to NAD 83.
 KX2364
 KX2364.The geoid height was determined by GEOID03.
 KX2364
 KX2364;                    North         East     Units Scale Factor Converg.
 KX2364;SPC PA S     -    81,518.225   535,299.334   MT  0.99998202   -0 29 31.4
 KX2364;SPC PA S     -   267,447.71  1,756,227.90   sFT  0.99998202   -0 29 31.4
 KX2364;UTM  17      - 4,437,946.578   712,490.672   MT  1.00015588   +1 36 15.6
 KX2364
 KX2364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2364!SPC PA S     -   0.99994964  x   0.99998202  =   0.99993166
 KX2364!UTM  17      -   0.99994964  x   1.00015588  =   1.00010551
 KX2364
 KX2364:                Primary Azimuth Mark                     Grid Az
 KX2364:SPC PA S     -  FORDPORT                                 202 58 28.3
 KX2364:UTM  17      -  FORDPORT                                 200 52 41.3
 KX2364
 KX2364|---------------------------------------------------------------------|
 KX2364| PID    Reference Object                     Distance      Geod. Az  |
 KX2364|                                                           dddmmss.s |
 KX2364| KX2363 FORDPORT                            448.675 METERS 2022856.9 |
 KX2364|---------------------------------------------------------------------|
 KX2364
 KX2364                          SUPERSEDED SURVEY CONTROL
 KX2364
 KX2364  NAD 83(1995)-  40 03 54.00796(N)    078 30 30.30354(W) AD(       ) 3
 KX2364  ELLIP H (01/27/92)  320.65   (m)                       GP(       ) 4 1
 KX2364  NAD 83(1986)-  40 03 54.01134(N)    078 30 30.31534(W) AD(       ) 3
 KX2364  NGVD 29 (09/11/89)  353.6    (m)         1160.     (f) GPS OBS        
 KX2364
 KX2364.Superseded values are not recommended for survey control.
 KX2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2364.See file dsdata.txt to determine how the superseded data were derived.
 KX2364
 KX2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE1249137947(NAD 83)
 KX2364_MARKER: I = METAL ROD
 KX2364_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KX2364_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KX2364_STAMPING: FORDPORT AZ MK 1988
 KX2364_MARK LOGO: NGS   
 KX2364_PROJECTION: FLUSH
 KX2364_MAGNETIC: I = MARKER IS A STEEL ROD
 KX2364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX2364+STABILITY: POSITION/ELEVATION WELL
 KX2364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX2364+SATELLITE: SATELLITE OBSERVATIONS - 1988
 KX2364_ROD/PIPE-DEPTH: 5.5  meters
 KX2364_SLEEVE-DEPTH  : 1.0 meters
 KX2364
 KX2364  HISTORY     - Date     Condition        Report By
 KX2364  HISTORY     - 1988     MONUMENTED       NGS
 KX2364
 KX2364                          STATION DESCRIPTION
 KX2364
 KX2364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KX2364'THE STATION IS LOCATED ABOUT 4.7 KM (2.90 MI) NORTH OF BEDFORD, 4.0 KM
 KX2364'(2.50 MI) SOUTH OF CESSNA, AT THE BEDFORD AIRPORT, NEAR THE NORTH
 KX2364'CORNER OF THE SINGLE ASPHALT RUNWAY.
 KX2364'OWNERSHIP--BUN AIR CORPORTATION, C/O PRESIDENT FRANK E. GRAZIER, P.O.
 KX2364'BOX 638, BEDFORD PA 15522.  PHONE 814-623-8171.
 KX2364'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 AND 220
 KX2364'BUSINESS IN DOWNTOWN BEDFORD, GO NORTH FOR 3.7 KM (2.30 MI) ON HIGHWAY
 KX2364'220 BUSINESS TO THE OVERPASS BRIDGE OF INTERSTATE HIGHWAY 70 AND 76.
 KX2364'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.9 KM (0.55 MI) ON HIGHWAY
 KX2364'220 BUSINESS TO A PAVED SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 KX2364'EAST FOR 0.1 KM (0.05 MI) ON CENTER STREET TO A PAVED ROAD ON THE
 KX2364'LEFT.  TURN LEFT AND GO NORTH FOR 0.1 KM (0.05 MI) ON THE PAVED ROAD
 KX2364'TO A FORK.  BEAR LEFT AND GO NORTH FOR 0.3 KM (0.20 MI) ON THE PAVED
 KX2364'AIRPORT ENTRANCE ROAD TO A PAVED RAMP AND AIRPORT OFFICE BUILDING.
 KX2364'BEAR LEFT AND GO NORTHEAST FOR 0.4 KM (0.25 MI) ACROSS THE RAMP AND ON
 KX2364'THE RUNWAY TO THE STATION ON THE LEFT JUST BEFORE REACHING THE
 KX2364'NORTHEAST END OF THE RUNWAY.
 KX2364'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 KX2364'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 5.5 METERS IN A GREASE
 KX2364'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 KX2364'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 KX2364'38.2 M (125.3 FT) SOUTH FROM THE WINDSOCK, 33.6 M (110.2 FT)
 KX2364'WEST-SOUTHWEST FROM THE NORTH CORNER OF THE RUNWAY, 22.9 M (75.1 FT)
 KX2364'NORTHWEST FROM THE CENTER OF THE RUNWAY, AND 17.1 M (56.1 FT)
 KX2364'SOUTHEAST FROM A FIBERGLASS WITNESS POST AT THE TOP OF THE NORTHWEST
 KX2364'EDGE OF A STEEP BANK.
 KX2364'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3843 ***********************************************************************
 KV3843  DESIGNATION -  FOREST
 KV3843  PID         -  KV3843
 KV3843  STATE/COUNTY-  PA/CARBON
 KV3843  USGS QUAD   -  PALMERTON (1984)
 KV3843
 KV3843                         *CURRENT SURVEY CONTROL
 KV3843  ___________________________________________________________________
 KV3843* NAD 83(1992)-  40 51 13.34055(N)    075 35 15.07975(W)     ADJUSTED  
 KV3843* NAVD 88     -       341.5    (meters)    1120.     (feet)  VERTCON   
 KV3843  ___________________________________________________________________
 KV3843  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 KV3843  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 KV3843
 KV3843  HORZ ORDER  -  SECOND
 KV3843
 KV3843.The horizontal coordinates were established by classical geodetic methods
 KV3843.and adjusted by the National Geodetic Survey in June 2002..
 KV3843
 KV3843.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV3843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV3843
 KV3843.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3843
 KV3843.The geoid height was determined by GEOID03.
 KV3843
 KV3843;                    North         East     Units Scale Factor Converg.
 KV3843;SPC PA N     -    78,574.775   782,324.113   MT  1.00000491   +1 25 50.0
 KV3843;SPC PA N     -   257,790.74  2,566,675.03   sFT  1.00000491   +1 25 50.0
 KV3843;SPC PA S     -   171,050.428   782,321.058   MT  0.99998419   +1 24 10.8
 KV3843;SPC PA S     -   561,187.95  2,566,665.00   sFT  0.99998419   +1 24 10.8
 KV3843;UTM  18      - 4,522,683.300   450,479.270   MT  0.99963018   -0 23 03.6
 KV3843
 KV3843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3843!SPC PA N     -   0.99995170  x   1.00000491  =   0.99995661
 KV3843!SPC PA S     -   0.99995170  x   0.99998419  =   0.99993589
 KV3843!UTM  18      -   0.99995170  x   0.99963018  =   0.99958190
 KV3843
 KV3843|---------------------------------------------------------------------|
 KV3843| PID    Reference Object                     Distance      Geod. Az  |
 KV3843|                                                           dddmmss.s |
 KV3843| CB3337 FOREST RM 1                          17.822 METERS 07530     |
 KV3843| CB3336 FOREST AZ MK                                       0984852.0 |
 KV3843| CB3338 FOREST RM 2                          10.785 METERS 33444     |
 KV3843|---------------------------------------------------------------------|
 KV3843
 KV3843                          SUPERSEDED SURVEY CONTROL
 KV3843
 KV3843  NAD 83(1996)-  40 51 13.34106(N)    075 35 15.08314(W) AD(       ) 2
 KV3843  NAD 83(1986)-  40 51 13.33974(N)    075 35 15.08282(W) AD(       ) 2
 KV3843  NAD 27      -  40 51 13.00610(N)    075 35 16.40815(W) AD(       ) 2
 KV3843  NGVD 29 (07/19/86)  341.7    (m)         1121.     (f) VERT ANG       
 KV3843
 KV3843.Superseded values are not recommended for survey control.
 KV3843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3843.See file dsdata.txt to determine how the superseded data were derived.
 KV3843
 KV3843_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL5047922683(NAD 83)
 KV3843_MARKER: DS = TRIANGULATION STATION DISK
 KV3843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3843
 KV3843  HISTORY     - Date     Condition        Report By
 KV3843  HISTORY     - 1969     MONUMENTED       CGS
 KV3843
 KV3843                          STATION DESCRIPTION
 KV3843
 KV3843'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 KV3843'THE STATION IS LOCATED ALONG THE NORTH SIDE OF A GRAVELED ROAD IN THE
 KV3843'WEST EDGE OF A POWER LINE RIGHT-OF-WAY, 6-1/2 MILES EAST OF
 KV3843'LEHIGHTON, 4-1/2 MILES NORTH-NORTHEAST OF PALMERTON, 3-1/2 MILES
 KV3843'WEST-SOUTHWEST OF THE SMALL VILLAGE TRACHVILLE AND ON
 KV3843'ROAD RIGHT-OF-WAY.
 KV3843'
 KV3843'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 209 AND STATE
 KV3843'HIGHWAY 248 AT THE EAST END OF THE BRIDGE IN LEHIGHTON, GO
 KV3843'EAST ON U.S. HIGHWAY 209 FOR 1.9 MILES TO THE JUNCTION OF THE
 KV3843'PENNSYLVANIA TURNPIKE, CONTINUE EAST ON U.S. HIGHWAY 209
 KV3843'FOR 4.55 MILES TO A PAVED SIDE ROAD RIGHT AND SIGN PALMERTON 5, TURN
 KV3843'RIGHT AND GO SOUTH ON THE PAVED ROAD FOR 0.4 MILE TO A PAVED
 KV3843'CROSS ROAD, TURN LEFT AND GO EAST ON THE PAVED ROAD FOR 0.4 MILE TO A
 KV3843'POWERLINE CROSSING AND THE STATION ON THE LEFT.
 KV3843'
 KV3843'THE STATION MARK IS A STANDARD DISK STAMPED FOREST 1969, SET IN TOP
 KV3843'OF A 12 BY 12 INCH CONCRETE MONUMENT WHICH PROJECTS 2
 KV3843'INCHES ABOVE THE GROUND SURFACE.  IT IS 3.1 FEET WEST OF A METAL
 KV3843'WITNESS POST AND MARKER, 16.0 FEET NORTH OF THE
 KV3843'GRAVELED ROAD AND 7.0 FEET EAST OF THE WEST EDGE OF THE POWER LINE
 KV3843'RIGHT-OF-WAY.
 KV3843'
 KV3843'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FOREST NO 1 1969, SET IN
 KV3843'TOP OF A 12 BY 12 INCH CONCRETE MONUMENT WHICH PROJECTS 1
 KV3843'INCH ABOVE THE GROUND SURFACE.  IT IS 1.5 FEET NORTH OF A TELEPHONE
 KV3843'POLE NUMBER 22, 18.0 FEET NORTH OF THE GRAVELED ROAD,
 KV3843'55.8 FEET EAST OF THE METAL WITNESS POST AND MARKER AND ABOUT THE
 KV3843'SAME ELEVATION AS THE STATION MARK.
 KV3843'
 KV3843'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FOREST NO 2 1969, SET IN
 KV3843'TOP OF A 12 BY 12 INCH CONCRETE MONUMENT WHICH PROJECTS 1
 KV3843'INCH ABOVE THE GROUND SURFACE.  IT IS 4.0 FEET EAST OF THE WEST EDGE
 KV3843'OF THE RIGHT-OF-WAY, 37.0 FEET NORTH-NORTHWEST OF THE METAL
 KV3843'WITNESS POST AND MARKER, 52.0 FEET NORTH OF THE GRAVELED ROAD AND
 KV3843'ABOUT THE SAME ELEVATION AS THE STATION MARK.
 KV3843'
 KV3843'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FOREST 1969, SET IN TOP
 KV3843'OF A 12 BY 12 INCH CONCRETE MONUMENT WHICH PROJECTS 4
 KV3843'INCHES ABOVE THE GROUND SURFACE.  IT IS 2.1 FEET SOUTH OF A METAL
 KV3843'WITNESS POST AND MARKER, 2.5 FEET NORTH OF A POWER LINE POLE
 KV3843'NUMBER 2, 18.0 FEET WEST OF THE PAVED ROAD AND ABOUT THE SAME
 KV3843'ELEVATION AS THE PAVED ROAD.
 KV3843'
 KV3843'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE PAVED ROAD
 KV3843'FOR 0.3 MILE TO A PAVED CROSS ROAD, TURN RIGHT AND GO SOUTH
 KV3843'ON THE PAVED ROAD FOR 0.07 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 KV3843'
 KV3843'HEIGHT OF LIGHT ABOVE STATION MARK 2.15 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1777 ***********************************************************************
 LZ1777  DESIGNATION -  FORK
 LZ1777  PID         -  LZ1777
 LZ1777  STATE/COUNTY-  PA/CLINTON
 LZ1777  USGS QUAD   -  YOUNG WOMANS CREEK (1983)
 LZ1777
 LZ1777                         *CURRENT SURVEY CONTROL
 LZ1777  ___________________________________________________________________
 LZ1777* NAD 83(1992)-  41 24 28.87851(N)    077 41 43.42987(W)     ADJUSTED  
 LZ1777* NAVD 88     -       562.6    (meters)    1846.     (feet)  VERTCON   
 LZ1777  ___________________________________________________________________
 LZ1777  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 LZ1777  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 LZ1777
 LZ1777  HORZ ORDER  -  THIRD
 LZ1777
 LZ1777.The horizontal coordinates were established by classical geodetic methods
 LZ1777.and adjusted by the National Geodetic Survey in June 2002..
 LZ1777
 LZ1777.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1777
 LZ1777.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1777
 LZ1777.The geoid height was determined by GEOID03.
 LZ1777
 LZ1777;                    North         East     Units Scale Factor Converg.
 LZ1777;SPC PA N     -   137,858.674   604,565.373   MT  0.99995685   +0 02 10.0
 LZ1777;SPC PA N     -   452,291.33  1,983,478.23   sFT  0.99995685   +0 02 10.0
 LZ1777;UTM  18      - 4,587,559.401   274,706.124   MT  1.00022469   -1 47 00.7
 LZ1777
 LZ1777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1777!SPC PA N     -   0.99991686  x   0.99995685  =   0.99987372
 LZ1777!UTM  18      -   0.99991686  x   1.00022469  =   1.00014153
 LZ1777
 LZ1777:                Primary Azimuth Mark                     Grid Az
 LZ1777:SPC PA N     -  FORK AZ MK                               046 50 43.0
 LZ1777:UTM  18      -  FORK AZ MK                               048 39 53.7
 LZ1777
 LZ1777|---------------------------------------------------------------------|
 LZ1777| PID    Reference Object                     Distance      Geod. Az  |
 LZ1777|                                                           dddmmss.s |
 LZ1777| CJ9798 FORK AZ MK                                         0465253.0 |
 LZ1777| CJ9800 FORK RM 2                            29.783 METERS 05943     |
 LZ1777| CJ9799 FORK RM 1                            38.627 METERS 14459     |
 LZ1777| LZ1775 GRUGAN                              APPROX.13.5 KM 1641202.0 |
 LZ1777| LZ1776 RENOVO TV CORP MAST                 APPROX.12.1 KM 2001445.3 |
 LZ1777|---------------------------------------------------------------------|
 LZ1777
 LZ1777                          SUPERSEDED SURVEY CONTROL
 LZ1777
 LZ1777  NAD 83(1986)-  41 24 28.87818(N)    077 41 43.42890(W) AD(       ) 3
 LZ1777  NAD 27      -  41 24 28.63745(N)    077 41 44.47375(W) AD(       ) 3
 LZ1777  NGVD 29 (07/19/86)  562.8    (m)         1846.     (f) VERT ANG       
 LZ1777
 LZ1777.Superseded values are not recommended for survey control.
 LZ1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1777.See file dsdata.txt to determine how the superseded data were derived.
 LZ1777
 LZ1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL7470687559(NAD 83)
 LZ1777_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1777
 LZ1777  HISTORY     - Date     Condition        Report By
 LZ1777  HISTORY     - 1968     MONUMENTED       CGS
 LZ1777
 LZ1777                          STATION DESCRIPTION
 LZ1777
 LZ1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 LZ1777'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHEAST OF RENOVA, 4
 LZ1777'MILES NORTH OF NORTH BEND, 4 MILES SOUTH OF THE POTTER-CLINTON
 LZ1777'COUNTY LINE AND ON STATE FOREST LANDS.
 LZ1777'
 LZ1777'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 144 AND U.S.
 LZ1777'HIGHWAY 120 IN RENOVO GO EAST ON U.S. HIGHWAY 120 FOR 3.2 MILES TO
 LZ1777'A FORK AT THE SOUTH EDGE OF THE VILLAGE OF NORTH BEND.  TURN LEFT AND
 LZ1777'GO NORTH ON COUNTY ROUTE 5551 FOR 0.45 MILE TO A FORK, KEEP THE LEFT
 LZ1777'FORK AND CONTINUE STRAIGHT AHEAD ON COUNTY ROUTE 18020 FOR 1.6 MILES
 LZ1777'TO A COLUMBIA GAS SYSTEM COMPRESSON STATION ON THE RIGHT, CONTINUE
 LZ1777'AHEAD FOR 0.1 MILE TO A FORK, TURN LEFT AND GO NORTH ON (FORK
 LZ1777'HILL ROAD) A STEEP GRAVELED ROAD FOR 2.6 MILES TO THE STATION ON THE
 LZ1777'LEFT.
 LZ1777'
 LZ1777'THE STATION MARK IS 36 FEET SOUTH-SOUTHWEST OF A 12 INCH TREE WITH A
 LZ1777'TRIANGULAR BLAZE, 21 FEET NORTHWEST OF THE APPROXIMATE
 LZ1777'CENTER OF A GRAVELED ROAD AND 5.2 FEET WEST OF A METAL WITNESS POST.
 LZ1777'IT IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 LZ1777'PROJECTING 3 INCHES AND IS STAMPED FORK 1968.
 LZ1777'
 LZ1777'REFERENCE MARK NO. 1 IS 123 FEET SOUTH-SOUTHEAST OF THE METAL WITNESS
 LZ1777'POST, 101 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE ROAD AND 9
 LZ1777'FEET NORTHEAST OF A 15 INCH TREE WITH A TRIANGULAR BLAZE.  IT IS A
 LZ1777'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 LZ1777'PROJECTING 3 INCHES AND IS STAMPED FORK NO 1 1968.
 LZ1777'
 LZ1777'REFERENCE MARK NO. 2 IS 93 FEET EAST-NORTHEAST OF THE METAL WITNESS
 LZ1777'POST, 12 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE ROAD AND
 LZ1777'12 FEET WEST OF A 24 INCH TREE WITH A TRIANGULAR BLAZE.  IT IS A
 LZ1777'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 LZ1777'PROJECTING 8 INCHES AND IS STAMPED FORK NO 2 1968.
 LZ1777'
 LZ1777'THE AZIMUTH MARK IS 20 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 LZ1777'THE GRAVELED ROAD, 6 FEET EAST OF A 14 INCH TREE WITH A TRIANGULAR
 LZ1777'BLAZE AND 2.5 FEET SOUTHEAST OF A METAL WITNESS POST.  IT IS A
 LZ1777'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 LZ1777'PROJECTING 4 INCHES AND IS STAMPED FORK 1968.
 LZ1777'
 LZ1777'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ON THE
 LZ1777'GRAVELED ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 LZ1777'
 LZ1777'HEIGHT OF LIGHT ABOVE STATION MARK 32.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1252 ***********************************************************************
 KX1252  DESIGNATION -  FORT
 KX1252  PID         -  KX1252
 KX1252  STATE/COUNTY-  PA/ALLEGHENY
 KX1252  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1252
 KX1252                         *CURRENT SURVEY CONTROL
 KX1252  ___________________________________________________________________
 KX1252* NAD 83(1986)-  40 24 37.     (N)    079 55 18.     (W)     SCALED    
 KX1252* NAVD 88     -       226.919  (meters)     744.48   (feet)  ADJUSTED  
 KX1252  ___________________________________________________________________
 KX1252  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 KX1252  DYNAMIC HT  -         226.803 (meters)     744.10  (feet)  COMP
 KX1252  MODELED GRAV-     980,106.2   (mgal)                       NAVD 88
 KX1252
 KX1252  VERT ORDER  -  FIRST     CLASS I
 KX1252
 KX1252.The horizontal coordinates were scaled from a topographic map and have
 KX1252.an estimated accuracy of +/- 6 seconds.
 KX1252
 KX1252.The orthometric height was determined by differential leveling
 KX1252.and adjusted by the National Geodetic Survey in June 1991..
 KX1252.WARNING-Repeat measurements at this control monument indicate possible
 KX1252.vertical movement.
 KX1252
 KX1252.The geoid height was determined by GEOID03.
 KX1252
 KX1252.The dynamic height is computed by dividing the NAVD 88
 KX1252.geopotential number by the normal gravity value computed on the
 KX1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1252.degrees latitude (g = 980.6199 gals.).
 KX1252
 KX1252.The modeled gravity was interpolated from observed gravity values.
 KX1252
 KX1252;                    North         East    Units  Estimated Accuracy
 KX1252;SPC PA S     -   121,850.      415,690.      MT  (+/- 180 meters Scaled)
 KX1252
 KX1252                          SUPERSEDED SURVEY CONTROL
 KX1252
 KX1252  NGVD 29 (??/??/92)  227.088  (m)          745.04   (f) ADJ UNCH    1 1
 KX1252
 KX1252.Superseded values are not recommended for survey control.
 KX1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1252.See file dsdata.txt to determine how the superseded data were derived.
 KX1252
 KX1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE914738(NAD 83)
 KX1252_MARKER: Z = SEE DESCRIPTION
 KX1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1252_STAMPING: FORT
 KX1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1252+STABILITY: SURFACE MOTION
 KX1252
 KX1252  HISTORY     - Date     Condition        Report By
 KX1252  HISTORY     - UNK      MONUMENTED       DOD
 KX1252  HISTORY     - 1966     GOOD             NGS
 KX1252  HISTORY     - 19920401 MARK NOT FOUND   USGS
 KX1252  HISTORY     - 20040521 MARK NOT FOUND   USPSQD
 KX1252
 KX1252                          STATION DESCRIPTION
 KX1252
 KX1252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX1252'6 MI E FROM PITTSBURGH.
 KX1252'ABOUT 6.0 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KX1252'THE STATION AT PITTSBURGH, ABOUT 2.7 MILES WEST OF THE STATION
 KX1252'AT RANKIN, ABOUT 0.15 MILE SOUTHWEST OF THE HOMESTEAD BRIDGE
 KX1252'OVER THE TRACK AND THE MONONGAHELA RIVER, 54 FEET EAST AND ACROSS
 KX1252'TWO TRACKS FROM MILEPOST NO. 321-48, 6 1/2 FEET SOUTHEAST OF THE
 KX1252'SOUTHEAST RAIL OF THE NORTHWEST ONE OF THE CENTER TRACKS, 3 FEET
 KX1252'NORTHWEST OF THE NORTHWEST RAIL OF THE SOUTHEAST ONE OF THE TWO
 KX1252'CENTER TRACKS AND ABOUT LEVEL WITH TRACKS, SET IN THE TOP OF A
 KX1252'CONCRETE POST PROJECTING 6 INCHES.
 KX1252
 KX1252                          STATION RECOVERY (1992)
 KX1252
 KX1252'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 KX1252'MARK NOT FOUND.
 KX1252
 KX1252                          STATION RECOVERY (2004)
 KX1252
 KX1252'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 KX1252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3087 ***********************************************************************
 JU3087  DESIGNATION -  FORT
 JU3087  PID         -  JU3087
 JU3087  STATE/COUNTY-  PA/PHILADELPHIA
 JU3087  USGS QUAD   -  WOODBURY (1995)
 JU3087
 JU3087                         *CURRENT SURVEY CONTROL
 JU3087  ___________________________________________________________________
 JU3087* NAD 83(1992)-  39 52 27.99295(N)    075 12 32.78830(W)     ADJUSTED  
 JU3087* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU3087  ___________________________________________________________________
 JU3087  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 JU3087  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU3087
 JU3087  HORZ ORDER  -  THIRD
 JU3087
 JU3087.The horizontal coordinates were established by classical geodetic methods
 JU3087.and adjusted by the National Geodetic Survey in June 2002..
 JU3087
 JU3087.The orthometric height was scaled from a topographic map.
 JU3087
 JU3087.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3087
 JU3087.The geoid height was determined by GEOID03.
 JU3087
 JU3087;                    North         East     Units Scale Factor Converg.
 JU3087;SPC PA S     -    63,208.986   817,345.585   MT  1.00000973   +1 38 54.6
 JU3087;SPC PA S     -   207,378.15  2,681,574.64   sFT  1.00000973   +1 38 54.6
 JU3087;SPC NJ       -   115,815.376    89,341.571   MT  0.99994528   -0 27 16.7
 JU3087;SPC NJ       -   379,970.95    293,114.80   sFT  0.99994528   -0 27 16.7
 JU3087;UTM  18      - 4,413,842.634   482,117.960   MT  0.99960394   -0 08 02.6
 JU3087
 JU3087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3087!SPC PA S     -   1.00000500  x   1.00000973  =   1.00001473
 JU3087!SPC NJ       -   1.00000500  x   0.99994528  =   0.99995028
 JU3087!UTM  18      -   1.00000500  x   0.99960394  =   0.99960894
 JU3087
 JU3087|---------------------------------------------------------------------|
 JU3087| PID    Reference Object                     Distance      Geod. Az  |
 JU3087|                                                           dddmmss.s |
 JU3087| JU4207 FORT RM 2                             5.023 METERS 04251     |
 JU3087| JU3089 NATIONAL PK REVOLUTION MON USE      APPROX. 1.7 KM 1012539.6 |
 JU3087| CB1535 FORT RM 1                             4.907 METERS 24526     |
 JU3087| JU0755 FORT MIFFLIN                        185.879 METERS 28224     |
 JU3087| JU3177 FT MIFFLIN WATER TANK               191.123 METERS 35031     |
 JU3087|---------------------------------------------------------------------|
 JU3087
 JU3087                          SUPERSEDED SURVEY CONTROL
 JU3087
 JU3087  NAD 83(1996)-  39 52 27.99709(N)    075 12 32.78536(W) AD(       ) 3
 JU3087  NAD 83(1991)-  39 52 27.99439(N)    075 12 32.78591(W) AD(       ) 3
 JU3087  NAD 83(1986)-  39 52 27.98961(N)    075 12 32.79123(W) AD(       ) 3
 JU3087  NAD 27      -  39 52 27.59700(N)    075 12 34.12600(W) AD(       ) 3
 JU3087
 JU3087.Superseded values are not recommended for survey control.
 JU3087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3087.See file dsdata.txt to determine how the superseded data were derived.
 JU3087
 JU3087_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8211813843(NAD 83)
 JU3087_MARKER: DS = TRIANGULATION STATION DISK
 JU3087_SETTING: 0 = UNSPECIFIED SETTING
 JU3087_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3087
 JU3087  HISTORY     - Date     Condition        Report By
 JU3087  HISTORY     - 1925     MONUMENTED       CGS
 JU3087  HISTORY     - 1926     GOOD             CGS
 JU3087  HISTORY     - 1946     GOOD             CGS
 JU3087  HISTORY     - 1961     GOOD             CGS
 JU3087  HISTORY     - 19950601 SEE DESCRIPTION  STEWRT
 JU3087
 JU3087                          STATION DESCRIPTION
 JU3087
 JU3087'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 JU3087'LOCATED ON PIER NO. 1, FORT MIFFLIN, PHILADELPHIA.  THIS PIER IS THE
 JU3087'LOWER OF TWO SIMILAR PIERS USED BY THE U.S.  ENGINEERS.
 JU3087'STATION MARK IS A STANDARD DISK CEMENTED IN CONCRETE DOCK, AND IS
 JU3087'LOCATED ON UPPER SIDE OF LOADING PLATFORM NEAR THE OUTER EDGE OF THE
 JU3087'DOCK.  REFERENCE MARKS ARE STANDARD DISKS CEMENTED IN DRILLED HOLES
 JU3087'IN DOCK, REFERENCE MARK NO. 1 BEING NEAR THE LOWER MOORING POST,
 JU3087'AND REFERENCE MARK NO. 2 BEING NEAR THE UPPER MOORING POST.
 JU3087'
 JU3087'HEIGHT OF SIGNAL ABOVE STATION MARK - 2-1/2 METERS.
 JU3087
 JU3087                          STATION RECOVERY (1926)
 JU3087
 JU3087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (HSR)
 JU3087'STATION AND REFERENCE MARKS FOUND WITHOUT DIFFICULTY AND APPARENTLY
 JU3087'IN EXCELLENT CONDITION.  DISTANCE AND DIRECTIONS TO REFERENCE MARKS
 JU3087'WERE NOT CHECKED.
 JU3087
 JU3087                          STATION RECOVERY (1946)
 JU3087
 JU3087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3087'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.  MEASUREMENTS
 JU3087'CHECKED.
 JU3087
 JU3087                          STATION RECOVERY (1961)
 JU3087
 JU3087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCC)
 JU3087'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 JU3087'DESCRIBED.  THE MARKS ARE IN GOOD CONDITION.  THE STAMPING ON
 JU3087'REFERENCE MARK 2 IS NO MORE VISIBLE.  THE NUMBER 1 IS ALL THAT IS
 JU3087'VISIBLE ON REFERENCE MARK 1.  THE DISTANCE AND DIRECTIONS WERE
 JU3087'CHECKED ON THIS DATE.  A DIFFERENCE OF 0.216 METERS WAS NOTED TO
 JU3087'REFERENCE MARK 1.  *
 JU3087'ABOUT A WEEK BEFORE THESE DISTANCES AND
 JU3087'DIRECTIONS WERE CHECKED.  A SHIP HAD RAMMED THE DOCK BREAKING THE
 JU3087'CONCRETE DOCK AND SHOWED MOVEMENT OF THE STATION MARK AND REFERENCE
 JU3087'MARK 2 OF 0.71 FEET 0.216 METERS.  IN ITS PRESENT CONDITION THE
 JU3087'STATION MARK IS OF NO FURTHER USE.
 JU3087
 JU3087                          STATION RECOVERY (1995)
 JU3087
 JU3087'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1995 (JMS)
 JU3087'DESTROYED. REPLACED WITH FORT 2 1987.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU4503 ***********************************************************************
 JU4503  DESIGNATION -  FORT 2
 JU4503  PID         -  JU4503
 JU4503  STATE/COUNTY-  PA/PHILADELPHIA
 JU4503  USGS QUAD   -  WOODBURY (1995)
 JU4503
 JU4503                         *CURRENT SURVEY CONTROL
 JU4503  ___________________________________________________________________
 JU4503* NAD 83(1996)-  39 52 27.99330(N)    075 12 32.77146(W)     ADJUSTED  
 JU4503* NAVD 88     -         2.7    (meters)       9.     (feet)  GPS OBS   
 JU4503  ___________________________________________________________________
 JU4503  X           -   1,251,348.628 (meters)                     COMP
 JU4503  Y           -  -4,739,213.149 (meters)                     COMP
 JU4503  Z           -   4,067,276.934 (meters)                     COMP
 JU4503  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 JU4503  ELLIP HEIGHT-         -30.18  (meters)          (08/10/01) GPS OBS
 JU4503  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU4503
 JU4503  HORZ ORDER  -  FIRST
 JU4503  ELLP ORDER  -  FOURTH    CLASS II
 JU4503
 JU4503.The horizontal coordinates were established by GPS observations
 JU4503.and adjusted by the National Geodetic Survey in May 1999..
 JU4503
 JU4503.The orthometric height was determined by GPS observations and a
 JU4503.high-resolution geoid model.
 JU4503
 JU4503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4503
 JU4503.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4503
 JU4503.The ellipsoidal height was determined by GPS observations
 JU4503.and is referenced to NAD 83.
 JU4503
 JU4503.The geoid height was determined by GEOID03.
 JU4503
 JU4503;                    North         East     Units Scale Factor Converg.
 JU4503;SPC PA S     -    63,209.008   817,345.985   MT  1.00000973   +1 38 54.7
 JU4503;SPC PA S     -   207,378.22  2,681,575.95   sFT  1.00000973   +1 38 54.7
 JU4503;SPC NJ       -   115,815.383    89,341.971   MT  0.99994528   -0 27 16.7
 JU4503;SPC NJ       -   379,970.97    293,116.12   sFT  0.99994528   -0 27 16.7
 JU4503;UTM  18      - 4,413,842.644   482,118.360   MT  0.99960394   -0 08 02.6
 JU4503
 JU4503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4503!SPC PA S     -   1.00000473  x   1.00000973  =   1.00001446
 JU4503!SPC NJ       -   1.00000473  x   0.99994528  =   0.99995001
 JU4503!UTM  18      -   1.00000473  x   0.99960394  =   0.99960867
 JU4503
 JU4503                          SUPERSEDED SURVEY CONTROL
 JU4503
 JU4503  NAD 83(1992)-  39 52 27.99266(N)    075 12 32.77154(W) AD(       ) 1
 JU4503  ELLIP H (06/28/94)  -30.23   (m)                       GP(       ) 4 1
 JU4503
 JU4503.Superseded values are not recommended for survey control.
 JU4503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4503.See file dsdata.txt to determine how the superseded data were derived.
 JU4503
 JU4503_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8211813843(NAD 83)
 JU4503_MARKER: DD = SURVEY DISK
 JU4503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4503_SP_SET: CONCRETE POST
 JU4503_STAMPING: FORT 2 1987
 JU4503_MARK LOGO: PA6540
 JU4503_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4503+STABILITY: SURFACE MOTION
 JU4503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4503+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2004
 JU4503
 JU4503  HISTORY     - Date     Condition        Report By
 JU4503  HISTORY     - 1987     MONUMENTED       PA6540
 JU4503  HISTORY     - 19930601 GOOD             ADRGS
 JU4503  HISTORY     - 19990111 GOOD             NJGS
 JU4503  HISTORY     - 20040310 GOOD             DEWDAV
 JU4503
 JU4503                          STATION DESCRIPTION
 JU4503
 JU4503'DESCRIBED BY ADR GEODETIC SERVICES 1993
 JU4503'THE STATION IS LOCATED IN THE 40TH WARD OF THE CITY OF PHILADELPHIA,
 JU4503'AN INDUSTRIALIZED SECTION OF THE CITY, ON A U.S. GOVERNMENT
 JU4503'RESERVATION (U.S. ARMY CORPS OF ENGINEERS FACILITY) ADJACENT TO THE
 JU4503'OLD FORT MIFFLIN HISTORICAL AREA ON THE WESTERLY SIDE OF THE DELAWARE
 JU4503'RIVER. IT IS ON THE EASTERLY FACE OF SOUTH PIER, KNOWN AS PIER 2, ON
 JU4503'THE UPSTREAM OUTSHORE CORNER OF THE DOWNSTREAM PIER. IT IS A STANDARD
 JU4503'DISC SET FLUSH IN THE CONCRETE PIER IN A DRILL HOLE THAT WAS USED BY
 JU4503'THE USCE AS STATION FORT. REFERENCE MARK 1 IS A CROSSCUT ON THE
 JU4503'SOUTHWEST CORNER OF THE BASE OF THE UPSTREAM MOORING POST, 47.52 FT
 JU4503'(14.48 M) NORTHEAST OF FORT 2. REFERENCE MARK 2 IS A CROSSCUT ON THE
 JU4503'UPSTREAM FACE OF THE DOWNSTREAM MORNING POST OF THE BOAT RAMP, 29.91
 JU4503'FT (9.12 M) WEST OF FORT 2. SEE DESCRITION FOR USC AND GS FORT.
 JU4503'TO REACH THE STATION FROM SOUTHBOUND I-95, TAKE THE ENTERPRISE AVENUE
 JU4503'EXIT OFF OF I-95, AND GO WEST ON ENTERPRISE AVENUE FOR 0.8 MI
 JU4503'(1.3 KM) TO ISLAND AVENUE. TURN LEFT AT PHILADELPHIA INTERNATIONAL
 JU4503'AIRPORT ONTO ISLAND AVENUE AND GO SOUTH FOR FOR 0.4 MI (0.6 KM)
 JU4503'STRAIGHT, THEN CONTINUING AROUND TO THE LEFT, STILL ON ISLAND AVENUE
 JU4503'FOR ANOTHER 0.5 MI (0.8 KM) TO HOG ISLAND ROAD. TURN LEFT ONTO HOG
 JU4503'ISLAND ROAD AND GO 0.05 MI (0.08 KM) TO THE ENTRANCE, ON THE RIGHT,
 JU4503'TO OLD HISTORIC FORT MIFFLIN AND THE U.S. CORPS OF ENGINEERS
 JU4503'FACILITY. TURN RIGHT, CONTINUING STRAIGHT FOR 0.3 MI, ENTERING THE
 JU4503'GATE OF THE FORT AND THEN THROUGH THE USCE GATE, TO THE SOUTH PIER
 JU4503'AND THE STATION.
 JU4503'TO REACH FROM WESTBOUND I-76, TAKE THE PENROSE AVENUE/26TH STREET EXIT
 JU4503'OFF OF I-76E (SCHUYLKILL EXPRESSWAY). GO SOUTH ON 26TH STREET FOR 1.0
 JU4503'MI (1.6 KM) TO PENROSE AVENUE. TURN RIGHT ONTO PENROSE AVENUE AND GO
 JU4503'SOUTHWEST FOR 2.5 MI (4.0 KM) TO ISLAND AVENUE. TURN LEFT AT
 JU4503'PHILADELPHIA INTERNATIONAL AIRPORT ONTO ISLAND AVENUE.
 JU4503
 JU4503                          STATION RECOVERY (1999)
 JU4503
 JU4503'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (ECB)
 JU4503'TO REACH THE STATION FROM SOUTH BOUND ROUTE I-95 AFTER CROSSING THE
 JU4503'SCHUYLKILL RIVER TAKE THE EXIT FOR ENTERPRISE AVE. AND GO 0.6MI TO
 JU4503'FORT MIFLIN ROAD ON THE LEFT.  GO 1.05MI ON FORT MIFLIN ROAD TO THE
 JU4503'ENTRANCE DRIVE TO OLD FORT MIFLIN ON THE LEFT.TURN LEFT AND GO 0.3MI
 JU4503'TO THE STATION AHEAD AT THE END OF THE PIER.
 JU4503
 JU4503                          STATION RECOVERY (2004)
 JU4503
 JU4503'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (CSW)
 JU4503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0755 ***********************************************************************
 JU0755  DESIGNATION -  FORT MIFFLIN
 JU0755  PID         -  JU0755
 JU0755  STATE/COUNTY-  PA/PHILADELPHIA
 JU0755  USGS QUAD   -  WOODBURY (1995)
 JU0755
 JU0755                         *CURRENT SURVEY CONTROL
 JU0755  ___________________________________________________________________
 JU0755* NAD 83(1992)-  39 52 29.28713(N)    075 12 40.42773(W)     ADJUSTED  
 JU0755* NAVD 88     -         3.063  (meters)      10.05   (feet)  ADJUSTED  
 JU0755  ___________________________________________________________________
 JU0755  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 JU0755  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU0755  DYNAMIC HT  -           3.062 (meters)      10.05  (feet)  COMP
 JU0755  MODELED GRAV-     980,180.6   (mgal)                       NAVD 88
 JU0755
 JU0755  HORZ ORDER  -  SECOND
 JU0755  VERT ORDER  -  FIRST     CLASS I
 JU0755
 JU0755.The horizontal coordinates were established by classical geodetic methods
 JU0755.and adjusted by the National Geodetic Survey in June 2002..
 JU0755
 JU0755.The orthometric height was determined by differential leveling
 JU0755.and adjusted by the National Geodetic Survey in June 1991..
 JU0755
 JU0755.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0755
 JU0755.The geoid height was determined by GEOID03.
 JU0755
 JU0755.The dynamic height is computed by dividing the NAVD 88
 JU0755.geopotential number by the normal gravity value computed on the
 JU0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0755.degrees latitude (g = 980.6199 gals.).
 JU0755
 JU0755.The modeled gravity was interpolated from observed gravity values.
 JU0755
 JU0755;                    North         East     Units Scale Factor Converg.
 JU0755;SPC PA S     -    63,243.665   817,162.969   MT  1.00000967   +1 38 49.7
 JU0755;SPC PA S     -   207,491.92  2,680,975.51   sFT  1.00000967   +1 38 49.7
 JU0755;SPC NJ       -   115,856.730    89,160.362   MT  0.99994555   -0 27 21.6
 JU0755;SPC NJ       -   380,106.62    292,520.29   sFT  0.99994555   -0 27 21.6
 JU0755;UTM  18      - 4,413,882.961   481,936.584   MT  0.99960402   -0 08 07.5
 JU0755
 JU0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0755!SPC PA S     -   1.00000468  x   1.00000967  =   1.00001435
 JU0755!SPC NJ       -   1.00000468  x   0.99994555  =   0.99995023
 JU0755!UTM  18      -   1.00000468  x   0.99960402  =   0.99960870
 JU0755
 JU0755|---------------------------------------------------------------------|
 JU0755| PID    Reference Object                     Distance      Geod. Az  |
 JU0755|                                                           dddmmss.s |
 JU0755| JU0756 FORT MIFFLIN RM 2                     6.670 METERS 01218     |
 JU0755| JU3087 FORT                                185.879 METERS 10224     |
 JU0755| JU3088 BLOCK ISLAND LIGHT                  APPROX. 0.6 KM 1423012.5 |
 JU0755| JU3181 PHILADELPHIA INTL APT CONT TWR      APPROX. 2.8 KM 2722233.0 |
 JU0755| JU0751 FORT MIFFLIN AZ MK                                 3432143.2 |
 JU0755| JU0753 FORT MIFFLIN RM 1                     2.887 METERS 35818     |
 JU0755|---------------------------------------------------------------------|
 JU0755
 JU0755                          SUPERSEDED SURVEY CONTROL
 JU0755
 JU0755  NAD 83(1996)-  39 52 29.29126(N)    075 12 40.42499(W) AD(       ) 2
 JU0755  NAD 83(1991)-  39 52 29.28849(N)    075 12 40.42526(W) AD(       ) 2
 JU0755  NAD 83(1986)-  39 52 29.28376(N)    075 12 40.43040(W) AD(       ) 2
 JU0755  NAD 27      -  39 52 28.88000(N)    075 12 41.77700(W) AD(       ) 2
 JU0755  NGVD 29 (??/??/??)    3.372  (m)           11.06   (f) ADJUSTED    1 1
 JU0755
 JU0755.Superseded values are not recommended for survey control.
 JU0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0755.See file dsdata.txt to determine how the superseded data were derived.
 JU0755
 JU0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8193713883(NAD 83)
 JU0755_MARKER: DS = TRIANGULATION STATION DISK
 JU0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0755+STABILITY: SURFACE MOTION
 JU0755
 JU0755  HISTORY     - Date     Condition        Report By
 JU0755  HISTORY     - 1933     MONUMENTED       USE
 JU0755  HISTORY     - 1961     GOOD             CGS
 JU0755  HISTORY     - 1961     GOOD             CGS
 JU0755  HISTORY     - 1963     GOOD             CGS
 JU0755  HISTORY     - 19950125 MARK NOT FOUND   NJGS
 JU0755  HISTORY     - 19950501 MARK NOT FOUND   STEWRT
 JU0755
 JU0755                          STATION DESCRIPTION
 JU0755
 JU0755'DESCRIBED BY US ENGINEERS 1933 (GLA)
 JU0755'THIS STATION IS AT FORT MIFFLIN, ARMY ENGINEERS DEPOT, ON THE W SHORE
 JU0755'OF THE DELAWARE RIVER, JUST BELOW THE MOUTH OF THE SCHUYLKILL RIVER
 JU0755'AND ABOUT 6 MILES SSW OF THE CITY HALL IN PHILADELPHIA.  TO REACH
 JU0755'FROM PHILADELPHIA, TAKE THE PENROSE FERRY ROAD TO THE PENROSE FERRY
 JU0755'BRIDGE, CROSS THE SCHUYLKILL OVER THIS BRIDGE AND TURN HALF LEFT ONTO
 JU0755'MIDDLE ASPHALT ROAD AT END OF BRIDGE, FOLLOW ARROW U.S.E. DEPOT
 JU0755'FORT MIFFLIN, IT IS 1.5 MILES TO THE FORT.  THE MARK WHICH IS A
 JU0755'STANDARD U.S.E. DISK, STAMPED FT. MIFFLIN, 1900 IS AT SITE OF AN
 JU0755'OLD BELL TOWER (THE CONCRETE FOUNDATION BLOCKS ARE STILL
 JU0755'INTACT), IT IS DIRECTLY IN FRONT (TOWARD THE RIVER) OF THE CENTER OF
 JU0755'THE OLD TOWER AND 5 FEET FROM THE RIVER EDGE OF THE TOWER.  THERE
 JU0755'ARE TWO REFERENCE MARKS, REFERENCE MARK NO. 1 IS E OF THE STATION AND
 JU0755'SET IN THE SE FOUNDATION BLOCK.  IT IS A STANDARD DISK STAMPED
 JU0755'R.M. NO. 1, FT. MIFFLIN.  REFERENCE MARK NO. 2 IS A STANDARD DISK SET
 JU0755'IN THE SEA WALL S OF THE STATION.
 JU0755'
 JU0755'AN OLD C. AND G.S. MARK WHICH IS A ONE-INCH IRON PIPE SET A FEW
 JU0755'INCHES BELOW THE SURFACE, WAS RECOVERED.  IT IS W OF THE U.S.E.
 JU0755'STATION, AT THE MOST EASTERLY OF THE ABANDONED GUN BASES, ABOUT 130
 JU0755'YARDS W OF WAREHOUSE NO. 1, 15.7 FEET W OF THE NEAR CORNER OF THE
 JU0755'WESTERLY FOUNDATION BLOCK OF THE TOWER, 29.0 FEET S OF CENTER PIN OF
 JU0755'OLD GUN EMPLACEMENT (THERE IS A CROSS CUT IN TOP OF THIS PIN)
 JU0755'AND 17.4 FEET FROM THE SEA WALL.
 JU0755'*
 JU0755'A 77-FOOT
 JU0755'TOWER WAS ERECTED.
 JU0755
 JU0755                          STATION RECOVERY (1961)
 JU0755
 JU0755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCC)
 JU0755'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 JU0755'DESCRIBED AND FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION
 JU0755'TO REFERENCE MARK 1 CHECKED WITH THE PREVIOUS DATA.  A DIFFERENCE OF
 JU0755'0.006 METERS AND 68 DEGREES IN THE DISTANCE AND DIRECTION TO
 JU0755'REFERENCE MARK 2 WAS NOTED ON THIS DATE.  AN AZIMUTH MARK WAS
 JU0755'ESTABLISHED ON THIS DATE.  THE PREVIOUS DESCRIPTION OF THE TO REACH
 JU0755'THE STATION IS ADEQUATE.
 JU0755'
 JU0755'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.1 MILE TO
 JU0755'THE BLACKTOP ROAD AT THE NORTHWEST CORNER OF BUILDING NO. 1.
 JU0755'TURN LEFT AND GO NORTH ON THE BLACKTOP ROAD FOR 0.16 MILE TO A WIRE
 JU0755'GATE AND A GUARD HOUSE ON THE RIGHT, EAST, SIDE OF THE ROAD AND
 JU0755'THE AZIMUTH MARK AS DESCRIBED.
 JU0755'
 JU0755'THE AZIMUTH MARK, A STANDARD DISK STAMPED FORT MIFFLIN 1961, IS SET
 JU0755'IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 JU0755'ABOUT 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 228.0 FEET
 JU0755'EAST-NORTHEAST OF THE CENTERLINE OF THE BLACKTOP ROAD AND 2.4 FEET
 JU0755'SOUTH OF AN EAST AND WEST FENCELINE.
 JU0755
 JU0755                          STATION RECOVERY (1961)
 JU0755
 JU0755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JU0755'IN PHILADELPHIA.
 JU0755'SET ON THE U.S. ENGINEERS RESERVATION FORT MIFFLIN, FROM THE
 JU0755'ENTRANCE GATE TO THE RESERVATION GO STRAIGHT AHEAD FOR 0.15 MILE
 JU0755'TO A BUILDING THEN WEST ALONG THE NORTH SIDE OF THE BUILDING AND
 JU0755'ACROSS A PARKING AREA, BOAT, TO A RAISED AND BOARDED UP PIECE OF
 JU0755'GROUND, AND THE STATION SET IN IT, 4 FEET WEST OF THE EAST EDGE
 JU0755'OF THE BOARDS, PROJECTING ABOUT 8 INCHES, 9 1/2 FEET SOUTH OF
 JU0755'RM NO 1, 22 FEET NORTH OF RM NO 2, SET IN TOP OF A CONCRETE POST.
 JU0755'THIS MARK IS SLANTING AND THE TOP HAS BEEN BEATEN ON.
 JU0755
 JU0755                          STATION RECOVERY (1963)
 JU0755
 JU0755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JU0755'RECOVERED IN GOOD CONDITION.
 JU0755
 JU0755                          STATION RECOVERY (1995)
 JU0755
 JU0755'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0755'THE STATION WAS NOT RECOVERED AT THIS TIME.
 JU0755
 JU0755                          STATION RECOVERY (1995)
 JU0755
 JU0755'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1995 (JMS)
 JU0755'FOUND RM 2 - NEW WALL AND GRADING OF EARTH MAY HAVE COVERED DISK DUG 3
 JU0755'FT (0.9 M) + USING REF - RM 2 AND FORT 2 1987.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0751 ***********************************************************************
 JU0751  DESIGNATION -  FORT MIFFLIN AZ MK
 JU0751  PID         -  JU0751
 JU0751  STATE/COUNTY-  PA/PHILADELPHIA
 JU0751  USGS QUAD   -  PHILADELPHIA (1994)
 JU0751
 JU0751                         *CURRENT SURVEY CONTROL
 JU0751  ___________________________________________________________________
 JU0751* NAD 83(1986)-  39 52 40.     (N)    075 12 23.     (W)     SCALED    
 JU0751* NAVD 88     -         1.681  (meters)       5.52   (feet)  ADJUSTED  
 JU0751  ___________________________________________________________________
 JU0751  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU0751  DYNAMIC HT  -           1.681 (meters)       5.52  (feet)  COMP
 JU0751  MODELED GRAV-     980,180.8   (mgal)                       NAVD 88
 JU0751
 JU0751  VERT ORDER  -  FIRST     CLASS I
 JU0751
 JU0751.The horizontal coordinates were scaled from a topographic map and have
 JU0751.an estimated accuracy of +/- 6 seconds.
 JU0751
 JU0751.The orthometric height was determined by differential leveling
 JU0751.and adjusted by the National Geodetic Survey in June 1991..
 JU0751.WARNING-Repeat measurements at this control monument indicate possible
 JU0751.vertical movement.
 JU0751
 JU0751.The geoid height was determined by GEOID03.
 JU0751
 JU0751.The dynamic height is computed by dividing the NAVD 88
 JU0751.geopotential number by the normal gravity value computed on the
 JU0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0751.degrees latitude (g = 980.6199 gals.).
 JU0751
 JU0751.The modeled gravity was interpolated from observed gravity values.
 JU0751
 JU0751;                    North         East    Units  Estimated Accuracy
 JU0751;SPC PA S     -    63,590.      817,570.      MT  (+/- 180 meters Scaled)
 JU0751
 JU0751                          SUPERSEDED SURVEY CONTROL
 JU0751
 JU0751  NGVD 29 (??/??/??)    1.990  (m)            6.53   (f) ADJUSTED    1 1
 JU0751
 JU0751.Superseded values are not recommended for survey control.
 JU0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0751.See file dsdata.txt to determine how the superseded data were derived.
 JU0751
 JU0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK823142(NAD 83)
 JU0751_MARKER: DZ = AZIMUTH MARK DISK
 JU0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0751_STAMPING: FORT MIFFLIN 1961
 JU0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0751+STABILITY: SURFACE MOTION
 JU0751
 JU0751  HISTORY     - Date     Condition        Report By
 JU0751  HISTORY     - 1961     MONUMENTED       CGS
 JU0751  HISTORY     - 1963     GOOD             CGS
 JU0751  HISTORY     - 19950125 MARK NOT FOUND   NJGS
 JU0751
 JU0751                          STATION DESCRIPTION
 JU0751
 JU0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0751'IN PHILADELPHIA.
 JU0751'THE MARK IS SET ON THE U.S. ARMY ENGINEERS POST, FORT MIFFLIN,
 JU0751'AT THE ENTRANCE TO THE RESERVATION THERE IS A GATE AND A GUARD
 JU0751'HOUSE, ABOUT 200 FEET EAST NORTHEAST ALONG THE INSIDE OF THE FENCE
 JU0751'FROM THE GUARD HOUSE, 228 FEET EAST NORTHEAST OF THE CENTERLINE
 JU0751'OF THE BLACKTOP ROAD TO THE RESERVATION, 2 1/2 FEET SOUTH OF THE
 JU0751'FENCE AROUND THE RESERVATION, SET IN TOP OF A CONCRETE POST AND
 JU0751'PROJECTING 2 INCHES.
 JU0751
 JU0751                          STATION RECOVERY (1963)
 JU0751
 JU0751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JU0751'RECOVERED IN GOOD CONDITION.
 JU0751
 JU0751                          STATION RECOVERY (1995)
 JU0751
 JU0751'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0751'THE STATION WAS NOT RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3176 ***********************************************************************
 JU3176  DESIGNATION -  FORT MIFFLIN FLAGPOLE
 JU3176  PID         -  JU3176
 JU3176  STATE/COUNTY-  PA/PHILADELPHIA
 JU3176  USGS QUAD   -  PHILADELPHIA (1994)
 JU3176
 JU3176                         *CURRENT SURVEY CONTROL
 JU3176  ___________________________________________________________________
 JU3176* NAD 83(1992)-  39 52 45.43503(N)    075 12 20.57649(W)     ADJUSTED  
 JU3176* NAVD 88     -                                                        
 JU3176  ___________________________________________________________________
 JU3176  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 JU3176  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU3176
 JU3176  HORZ ORDER  -  THIRD
 JU3176
 JU3176.The horizontal coordinates were established by classical geodetic methods
 JU3176.and adjusted by the National Geodetic Survey in June 2002..
 JU3176
 JU3176
 JU3176.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3176
 JU3176.The geoid height was determined by GEOID03.
 JU3176
 JU3176;                    North         East     Units Scale Factor Converg.
 JU3176;SPC PA S     -    63,755.076   817,620.171   MT  1.00000889   +1 39 02.6
 JU3176;SPC PA S     -   209,169.78  2,682,475.51   sFT  1.00000889   +1 39 02.6
 JU3176;SPC NJ       -   116,350.986    89,635.995   MT  0.99994484   -0 27 09.0
 JU3176;SPC NJ       -   381,728.19    294,080.76   sFT  0.99994484   -0 27 09.0
 JU3176;UTM  18      - 4,414,379.700   482,409.282   MT  0.99960381   -0 07 54.8
 JU3176
 JU3176                          SUPERSEDED SURVEY CONTROL
 JU3176
 JU3176  NAD 83(1996)-  39 52 45.43538(N)    075 12 20.57695(W) AD(       ) 4
 JU3176  NAD 83(1991)-  39 52 45.43211(N)    075 12 20.57883(W) AD(       ) 4
 JU3176  NAD 83(1986)-  39 52 45.42783(N)    075 12 20.58259(W) AD(       ) 4
 JU3176  NAD 27      -  39 52 45.02800(N)    075 12 21.92700(W) AD(       ) 3
 JU3176
 JU3176.Superseded values are not recommended for survey control.
 JU3176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3176.See file dsdata.txt to determine how the superseded data were derived.
 JU3176
 JU3176_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8240914380(NAD 83)
 JU3176_MARKER: 62 = FLAGPOLE
 JU3176
 JU3176  HISTORY     - Date     Condition        Report By
 JU3176  HISTORY     - 1925     FIRST OBSERVED   CGS
 JU3176  HISTORY     - 1935     GOOD             CGS
 JU3176  HISTORY     - 1946     GOOD             CGS
 JU3176
 JU3176                          STATION DESCRIPTION
 JU3176
 JU3176'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 JU3176'THIS IS THE FLAGPOLE, BUILT FROM THE GROUND, LOCATED AT FORT MIFFLIN.
 JU3176
 JU3176                          STATION RECOVERY (1935)
 JU3176
 JU3176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 JU3176'AT FORT MIFFLIN, PHILADELPHIA, JUST S OF THE MAIN OFFICE BUILDING.
 JU3176'THE CENTER OF THE POLE.
 JU3176
 JU3176                          STATION RECOVERY (1946)
 JU3176
 JU3176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3176'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0753 ***********************************************************************
 JU0753  DESIGNATION -  FORT MIFFLIN RM 1
 JU0753  PID         -  JU0753
 JU0753  STATE/COUNTY-  PA/PHILADELPHIA
 JU0753  USGS QUAD   -  WOODBURY (1995)
 JU0753
 JU0753                         *CURRENT SURVEY CONTROL
 JU0753  ___________________________________________________________________
 JU0753* NAD 83(1986)-  39 52 29.     (N)    075 12 38.     (W)     SCALED    
 JU0753* NAVD 88     -         3.406  (meters)      11.17   (feet)  ADJUSTED  
 JU0753  ___________________________________________________________________
 JU0753  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU0753  DYNAMIC HT  -           3.404 (meters)      11.17  (feet)  COMP
 JU0753  MODELED GRAV-     980,180.6   (mgal)                       NAVD 88
 JU0753
 JU0753  VERT ORDER  -  FIRST     CLASS I
 JU0753
 JU0753.The horizontal coordinates were scaled from a topographic map and have
 JU0753.an estimated accuracy of +/- 6 seconds.
 JU0753
 JU0753.The orthometric height was determined by differential leveling
 JU0753.and adjusted by the National Geodetic Survey in June 1991..
 JU0753
 JU0753.The geoid height was determined by GEOID03.
 JU0753
 JU0753.The dynamic height is computed by dividing the NAVD 88
 JU0753.geopotential number by the normal gravity value computed on the
 JU0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0753.degrees latitude (g = 980.6199 gals.).
 JU0753
 JU0753.The modeled gravity was interpolated from observed gravity values.
 JU0753
 JU0753;                    North         East    Units  Estimated Accuracy
 JU0753;SPC PA S     -    63,240.      817,220.      MT  (+/- 180 meters Scaled)
 JU0753
 JU0753                          SUPERSEDED SURVEY CONTROL
 JU0753
 JU0753  NGVD 29 (??/??/??)    3.715  (m)           12.19   (f) ADJUSTED    1 1
 JU0753
 JU0753.Superseded values are not recommended for survey control.
 JU0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0753.See file dsdata.txt to determine how the superseded data were derived.
 JU0753
 JU0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK819138(NAD 83)
 JU0753_MARKER: DR = REFERENCE MARK DISK
 JU0753_SETTING: 0 = UNSPECIFIED SETTING
 JU0753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0753
 JU0753  HISTORY     - Date     Condition        Report By
 JU0753  HISTORY     - 1933     MONUMENTED       CGS
 JU0753  HISTORY     - 1961     GOOD             CGS
 JU0753  HISTORY     - 1963     GOOD             CGS
 JU0753  HISTORY     - 19950125 MARK NOT FOUND   NJGS
 JU0753
 JU0753                          STATION DESCRIPTION
 JU0753
 JU0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0753'IN PHILADELPHIA.
 JU0753'SET ON THE U.S. ENGINEERS RESERVATION, FORT MIFFLIN, FROM THE
 JU0753'ENTRANCE GATE TO THE RESERVATION GO STRAIGHT AHEAD TO A BUILDING,
 JU0753'THENCE WEST ALONG THE NORTH SIDE OF THE BUILDING AND ON ACROSS
 JU0753'A BOAT PARKING AREA TO A BOARDED UP BANK, THEN ON THE BANK TO A
 JU0753'ABANDON FOUNDATION AND THE RM, ABOUT 9 1/2 FEET NORTH OF THE
 JU0753'STATION AND DRILLED IN HORIZONTAL PROJECTING ABOUT 10 INCHES.
 JU0753
 JU0753                          STATION RECOVERY (1963)
 JU0753
 JU0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JU0753'RECOVERED IN GOOD CONDITION.
 JU0753
 JU0753                          STATION RECOVERY (1995)
 JU0753
 JU0753'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0753'THE STATION WAS NOT RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0756 ***********************************************************************
 JU0756  DESIGNATION -  FORT MIFFLIN RM 2
 JU0756  PID         -  JU0756
 JU0756  STATE/COUNTY-  PA/PHILADELPHIA
 JU0756  USGS QUAD   -  WOODBURY (1995)
 JU0756
 JU0756                         *CURRENT SURVEY CONTROL
 JU0756  ___________________________________________________________________
 JU0756* NAD 83(1986)-  39 52 29.     (N)    075 12 38.     (W)     SCALED    
 JU0756* NAVD 88     -         2.098  (meters)       6.88   (feet)  ADJUSTED  
 JU0756  ___________________________________________________________________
 JU0756  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU0756  DYNAMIC HT  -           2.097 (meters)       6.88  (feet)  COMP
 JU0756  MODELED GRAV-     980,180.6   (mgal)                       NAVD 88
 JU0756
 JU0756  VERT ORDER  -  FIRST     CLASS I
 JU0756
 JU0756.The horizontal coordinates were scaled from a topographic map and have
 JU0756.an estimated accuracy of +/- 6 seconds.
 JU0756
 JU0756.The orthometric height was determined by differential leveling
 JU0756.and adjusted by the National Geodetic Survey in June 1991..
 JU0756
 JU0756.The geoid height was determined by GEOID03.
 JU0756
 JU0756.The dynamic height is computed by dividing the NAVD 88
 JU0756.geopotential number by the normal gravity value computed on the
 JU0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0756.degrees latitude (g = 980.6199 gals.).
 JU0756
 JU0756.The modeled gravity was interpolated from observed gravity values.
 JU0756
 JU0756;                    North         East    Units  Estimated Accuracy
 JU0756;SPC PA S     -    63,240.      817,220.      MT  (+/- 180 meters Scaled)
 JU0756
 JU0756                          SUPERSEDED SURVEY CONTROL
 JU0756
 JU0756  NGVD 29 (??/??/??)    2.407  (m)            7.90   (f) ADJUSTED    1 1
 JU0756
 JU0756.Superseded values are not recommended for survey control.
 JU0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0756.See file dsdata.txt to determine how the superseded data were derived.
 JU0756
 JU0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK819138(NAD 83)
 JU0756_MARKER: DR = REFERENCE MARK DISK
 JU0756_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0756_SP_SET: WALL
 JU0756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0756
 JU0756  HISTORY     - Date     Condition        Report By
 JU0756  HISTORY     - 1933     MONUMENTED       CGS
 JU0756  HISTORY     - 1961     GOOD             CGS
 JU0756  HISTORY     - 1963     GOOD             CGS
 JU0756  HISTORY     - 19950125 MARK NOT FOUND   NJGS
 JU0756
 JU0756                          STATION DESCRIPTION
 JU0756
 JU0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0756'IN PHILADELPHIA.
 JU0756'SET ON THE U.S. ENGINEERS RESERVATION, FORT MIFFLIN, FROM THE
 JU0756'ENTRANCE GATE TO THE RESERVATION GO STRAIGHT AHEAD TO A BUILDING,
 JU0756'THENCE WEST ALONG THE NORTH SIDE OF THE BUILDING AND ON ACROSS A
 JU0756'BOAT PARKING AREA TO A BOARDED UP BANK, THENCE SOUTH TO THE
 JU0756'RIVER WALL AND THE MARK DRILLED IN HORIZONTAL IN THE TOP OF THE
 JU0756'RIVER WALL, 22 FEET SOUTH OF THE STATION MARK, THIS MARK IS
 JU0756'MARRED AND IS NOT LEGIBLE.
 JU0756
 JU0756                          STATION RECOVERY (1963)
 JU0756
 JU0756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JU0756'RECOVERED IN GOOD CONDITION.
 JU0756
 JU0756                          STATION RECOVERY (1995)
 JU0756
 JU0756'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU0756'THE STATION WAS NOT RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4671 ***********************************************************************
 JV4671  DESIGNATION -  FORT RITCHIE SITE A TANK
 JV4671  PID         -  JV4671
 JV4671  STATE/COUNTY-  PA/FRANKLIN
 JV4671  USGS QUAD   -  GREENCASTLE (1990)
 JV4671
 JV4671                         *CURRENT SURVEY CONTROL
 JV4671  ___________________________________________________________________
 JV4671* NAD 83(1992)-  39 45 26.09468(N)    077 42 57.58662(W)     ADJUSTED  
 JV4671* NAVD 88     -                                                        
 JV4671  ___________________________________________________________________
 JV4671  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 JV4671  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 JV4671
 JV4671  HORZ ORDER  -  THIRD
 JV4671
 JV4671.The horizontal coordinates were established by classical geodetic methods
 JV4671.and adjusted by the National Geodetic Survey in June 2002..
 JV4671
 JV4671
 JV4671.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4671
 JV4671.The geoid height was determined by GEOID03.
 JV4671
 JV4671;                    North         East     Units Scale Factor Converg.
 JV4671;SPC PA S     -    47,070.157   602,914.058   MT  1.00003220   +0 01 19.4
 JV4671;SPC PA S     -   154,429.34  1,978,060.54   sFT  1.00003220   +0 01 19.4
 JV4671;SPC MD       -   232,318.264   338,638.802   MT  1.00006821   -0 26 57.8
 JV4671;SPC MD       -   762,197.50  1,111,017.47   sFT  1.00006821   -0 26 57.8
 JV4671;UTM  18      - 4,404,343.031   267,328.471   MT  1.00026654   -1 44 15.9
 JV4671
 JV4671                          SUPERSEDED SURVEY CONTROL
 JV4671
 JV4671  NAD 83(1995)-  39 45 26.09420(N)    077 42 57.58673(W) AD(       ) 4
 JV4671  NAD 83(1991)-  39 45 26.09844(N)    077 42 57.58570(W) AD(       ) 4
 JV4671  NAD 83(1986)-  39 45 26.09596(N)    077 42 57.59756(W) AD(       ) 4
 JV4671  NAD 27      -  39 45 25.76400(N)    077 42 58.62500(W) AD(       ) 3
 JV4671
 JV4671.Superseded values are not recommended for survey control.
 JV4671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4671.See file dsdata.txt to determine how the superseded data were derived.
 JV4671
 JV4671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK6732804343(NAD 83)
 JV4671_MARKER: 53 = ELEVATED TANK
 JV4671
 JV4671  HISTORY     - Date     Condition        Report By
 JV4671  HISTORY     - 1955     FIRST OBSERVED   CGS
 JV4671  HISTORY     - 1960     GOOD             CGS
 JV4671  HISTORY     - 1964     GOOD             CGS
 JV4671  HISTORY     - 1984     GOOD             USPSQD
 JV4671
 JV4671                          STATION DESCRIPTION
 JV4671
 JV4671'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 JV4671'THIS STATION IS LOCATED ABOUT 3 MILES SOUTH OF GREENCASTLE AND 0.3
 JV4671'MILE EAST OF U.S. HIGHWAY 11.  IT IS AN ELEVATED TANK ABOUT 150 FEET
 JV4671'HIGH SUPPORTED BY FOUR STEEL LEGS.  THE POINT OBSERVED ON WAS THE
 JV4671'APEX OF THE ROOF.
 JV4671
 JV4671                          STATION RECOVERY (1960)
 JV4671
 JV4671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCC)
 JV4671'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 JV4671
 JV4671                          STATION RECOVERY (1964)
 JV4671
 JV4671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EP)
 JV4671'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 JV4671
 JV4671                          STATION RECOVERY (1984)
 JV4671
 JV4671'RECOVERY NOTE BY US POWER SQUADRON 1984 (JBH)
 JV4671'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU4207 ***********************************************************************
 JU4207  DESIGNATION -  FORT RM 2
 JU4207  PID         -  JU4207
 JU4207  STATE/COUNTY-  PA/PHILADELPHIA
 JU4207  USGS QUAD   -  WOODBURY (1995)
 JU4207
 JU4207                         *CURRENT SURVEY CONTROL
 JU4207  ___________________________________________________________________
 JU4207* NAD 83(1992)-  39 52 28.11305(N)    075 12 32.64418(W)     ADJUSTED  
 JU4207* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 JU4207  ___________________________________________________________________
 JU4207  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 JU4207  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU4207
 JU4207  HORZ ORDER  -  THIRD
 JU4207
 JU4207.The horizontal coordinates were established by classical geodetic methods
 JU4207.and adjusted by the National Geodetic Survey in June 2002..
 JU4207
 JU4207.The orthometric height was scaled from a topographic map.
 JU4207
 JU4207.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4207
 JU4207.The geoid height was determined by GEOID03.
 JU4207
 JU4207;                    North         East     Units Scale Factor Converg.
 JU4207;SPC PA S     -    63,212.787   817,348.902   MT  1.00000973   +1 38 54.7
 JU4207;SPC PA S     -   207,390.62  2,681,585.52   sFT  1.00000973   +1 38 54.7
 JU4207;SPC NJ       -   115,819.052    89,345.025   MT  0.99994528   -0 27 16.6
 JU4207;SPC NJ       -   379,983.01    293,126.14   sFT  0.99994528   -0 27 16.6
 JU4207;UTM  18      - 4,413,846.329   482,121.392   MT  0.99960394   -0 08 02.5
 JU4207
 JU4207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4207!SPC PA S     -   1.00000370  x   1.00000973  =   1.00001343
 JU4207!SPC NJ       -   1.00000370  x   0.99994528  =   0.99994898
 JU4207!UTM  18      -   1.00000370  x   0.99960394  =   0.99960764
 JU4207
 JU4207                          SUPERSEDED SURVEY CONTROL
 JU4207
 JU4207  NAD 83(1996)-  39 52 28.11380(N)    075 12 32.64529(W) AD(       ) 3
 JU4207  NAD 83(1991)-  39 52 28.10975(N)    075 12 32.64744(W) AD(       ) 3
 JU4207  NAD 83(1986)-  39 52 28.10899(N)    075 12 32.64747(W) AD(       ) 3
 JU4207
 JU4207.Superseded values are not recommended for survey control.
 JU4207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4207.See file dsdata.txt to determine how the superseded data were derived.
 JU4207
 JU4207_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8212113846(NAD 83)
 JU4207_MARKER: DD = SURVEY DISK
 JU4207_SETTING: 0 = UNSPECIFIED SETTING
 JU4207_STAMPING: FORT NO 2
 JU4207_MARK LOGO: CGS   
 JU4207_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4207_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4207+SATELLITE: SATELLITE OBSERVATIONS - 1925
 JU4207
 JU4207  HISTORY     - Date     Condition        Report By
 JU4207  HISTORY     - 1925     MONUMENTED       CGS
 JU4207  HISTORY     - 20000109 MARK NOT FOUND   USPSQD
 JU4207
 JU4207                          STATION DESCRIPTION
 JU4207
 JU4207'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 JU4207'THE STATION IS LOCATED ON THE NORTHERN SIDE OF THE DELAWARE RIVER 0.8
 JU4207'MI S OF THE CONFLUENCE OF THE SCHUYLKILL RIVER AND THE DELAWARE RIVER.
 JU4207'TO REACH STATION PROCEED BY BOAT.
 JU4207'STATION MARK IS A STANDARD CGS REFERENCE DISK CEMENTED IN A DRILL HOLE
 JU4207'NEAR THE UPPER MOORING POST ON PIER NO. 1 AT FORT MIFFLIN.  IT IS ON
 JU4207'THE UPPER SIDE OF THE LOADING PLATFORM NEAR THE OUTER EDGE OF THE
 JU4207'PIER.
 JU4207
 JU4207                          STATION RECOVERY (2000)
 JU4207
 JU4207'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU4207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2286 ***********************************************************************
 KX2286  DESIGNATION -  FORWARD RESET
 KX2286  PID         -  KX2286
 KX2286  STATE/COUNTY-  PA/SOMERSET
 KX2286  USGS QUAD   -  WINDBER (1998)
 KX2286
 KX2286                         *CURRENT SURVEY CONTROL
 KX2286  ___________________________________________________________________
 KX2286* NAD 83(1992)-  40 07 46.63138(N)    078 52 03.59390(W)     ADJUSTED  
 KX2286* NAVD 88     -       793.8    (meters)    2604.     (feet)  VERTCON   
 KX2286  ___________________________________________________________________
 KX2286  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 KX2286  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 KX2286
 KX2286  HORZ ORDER  -  FIRST
 KX2286
 KX2286.The horizontal coordinates were established by classical geodetic methods
 KX2286.and adjusted by the National Geodetic Survey in June 2002..
 KX2286
 KX2286.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2286
 KX2286.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2286
 KX2286.The geoid height was determined by GEOID03.
 KX2286
 KX2286;                    North         East     Units Scale Factor Converg.
 KX2286;SPC PA S     -    89,018.096   504,743.898   MT  0.99997511   -0 43 30.5
 KX2286;SPC PA S     -   292,053.54  1,655,980.61   sFT  0.99997511   -0 43 30.5
 KX2286;UTM  17      - 4,444,323.381   681,678.037   MT  1.00000634   +1 22 28.9
 KX2286
 KX2286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2286!SPC PA S     -   0.99988050  x   0.99997511  =   0.99985561
 KX2286!UTM  17      -   0.99988050  x   1.00000634  =   0.99988684
 KX2286
 KX2286:                Primary Azimuth Mark                     Grid Az
 KX2286:SPC PA S     -  HOSTEIN LOOKOUT TOWER                    035 46 41.0
 KX2286:UTM  17      -  HOSTEIN LOOKOUT TOWER                    033 40 41.6
 KX2286
 KX2286|---------------------------------------------------------------------|
 KX2286| PID    Reference Object                     Distance      Geod. Az  |
 KX2286|                                                           dddmmss.s |
 KX2286| KX2270 HOSTEIN LOOKOUT TOWER               APPROX.18.7 KM 0350310.5 |
 KX2286| CJ9801 FORWARD AZ MK                                      0404822.9 |
 KX2286| CJ9802 FORWARD RM 1                         11.017 METERS 04559     |
 KX2286| KX2287 STATLER HILL LOOKOUT TOWER          APPROX. 1.4 KM 1784821.4 |
 KX2286| KX2001 JENNERSTOWN ATT RELAY TOWER         APPROX.23.0 KM 2842452.9 |
 KX2286| CJ9803 FORWARD RM 2                         15.627 METERS 33409     |
 KX2286| KX2311 JOHNSTOWN TV STATION WARD MAST      APPROX.22.3 KM 3531923.7 |
 KX2286|---------------------------------------------------------------------|
 KX2286
 KX2286                          SUPERSEDED SURVEY CONTROL
 KX2286
 KX2286  NAD 83(1995)-  40 07 46.63791(N)    078 52 03.60016(W) AD(       ) 1
 KX2286  NAD 83(1986)-  40 07 46.63824(N)    078 52 03.60016(W) AD(       ) 1
 KX2286  NAD 27      -  40 07 46.35554(N)    078 52 04.52146(W) AD(       ) 1
 KX2286  NGVD 29 (07/19/86)  793.9    (m)         2605.     (f) VERT ANG       
 KX2286
 KX2286.Superseded values are not recommended for survey control.
 KX2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2286.See file dsdata.txt to determine how the superseded data were derived.
 KX2286
 KX2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE8167844323(NAD 83)
 KX2286_MARKER: DD = SURVEY DISK
 KX2286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2286
 KX2286  HISTORY     - Date     Condition        Report By
 KX2286  HISTORY     - 1941     MONUMENTED       USGS
 KX2286  HISTORY     - 1966     GOOD             CGS
 KX2286  HISTORY     - 1967     SEE DESCRIPTION  CGS
 KX2286  HISTORY     - 1978     GOOD             LOCENG
 KX2286
 KX2286                          STATION DESCRIPTION
 KX2286
 KX2286'DESCRIBED BY US GEOLOGICAL SURVEY 1941 (GWL)
 KX2286'STATION IS ABOUT 2 MILES WNW OF CAIRNBROOK.  IT IS 100 YARDS N OF THE
 KX2286'HIGHEST PART OF A BARE HILL WHICH IS A GRAIN FIELD.  IT IS 40
 KX2286'FEET SW OF A LONE SUGAR TREE ABOUT 4 FEET IN DIAMETER.
 KX2286'
 KX2286'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK WHICH PROJECTS
 KX2286'ABOUT 8 INCHES ABOVE THE GROUND.  THE DISK IS NOT STAMPED.
 KX2286'THE 7-INCH SQUARE LIMESTONE POST WAS LOOSE SO IT WAS REINFORCED WITH
 KX2286'A 12-INCH SQUARE OF CONCRETE.  THE ORIGINAL
 KX2286'POSITION OF THE POST WAS NOT DISTURBED.
 KX2286'
 KX2286'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN THE
 KX2286'CENTER OF THE TOP OF SQUARE BLOCKS OR POSTS OF CONCRETE.
 KX2286'
 KX2286'REFERENCE MARK NO. 1 IS 3.8 FEET SW OF THE LONE SUGAR TREE.  IT IS
 KX2286'STAMPED FORWARD U.S.G.S. NO. 1 1941.
 KX2286'
 KX2286'REFERENCE MARK NO. 2 IS 1 FOOT BELOW THE SURFACE OF THE GROUND.  IT
 KX2286'IS STAMPED FORWARD U.S.G.S. NO. 2 1941.
 KX2286'
 KX2286'THE AZIMUTH MARK IS ON THE W SIDE OF THE MAIN ROAD, 17 FEET W OF THE
 KX2286'CENTER OF THE BLACK TOP PAVEMENT, 2 FEET SW OF THE E END
 KX2286'OF A FENCE, AND AT THE NE END OF AN OPEN FIELD JUST W OF A BEND IN
 KX2286'THE ROAD.
 KX2286'
 KX2286'TO REACH THE AZIMUTH MARK FROM THE STATION GO E 0.1 MILE, THEN S 0.1
 KX2286'MILE TO PAVEMENT, THEN E 0.2 MILE TO AZIMUTH MARK ON THE LEFT.
 KX2286'
 KX2286'TO REACH THE STATION FROM THE CAIRNBROOK GARAGE AT THE MAIN
 KX2286'CROSSROADS IN CAIRNBROOK, DRIVE W ON THE MAIN STREET FOR 1.35
 KX2286'MILES TO YANIAS TEXACO SERVICE STATION, THEN TURN RIGHT AND DRIVE 2.0
 KX2286'MILES TO THE AZIMUTH MARK ON THE RIGHT SIDE OF THE ROAD.
 KX2286'CONTINUE STRAIGHT AHEAD 0.1 MILE TO T-ROAD RIGHT, CONTINUE STRAIGHT
 KX2286'AHEAD 0.1 MILE THEN TURN RIGHT ON A GRAVEL LANE AND GO 0.1
 KX2286'MILE, THEN TURN LEFT UP THE HILL FOR 0.1 MILE TO A LONE TREE AND THE
 KX2286'STATION.
 KX2286
 KX2286                          STATION RECOVERY (1966)
 KX2286
 KX2286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EDL)
 KX2286'STATION AND RM 1 WERE RECOVERED IN EXCELLENT CONDITION.  AZIMUTH MARK
 KX2286'WAS NOT RECOVERED.  IT WAS PROBABLY DESTROYED IN CONSTRUCTION OF
 KX2286'UNDERGROUND TELEPHONE LINES.  RM 2 WAS NOT SEARCHED FOR.
 KX2286
 KX2286                          STATION RECOVERY (1967)
 KX2286
 KX2286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2286'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH MARK
 KX2286'WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE TO REFERENCE
 KX2286'MARK NO. 2 FAILED TO CHECK 0.24 FEET.  THE DIRECTION TO REFERENCE
 KX2286'MARK NO. 1 FAILED TO CHECK BY 10 MINUTES AND 49 SECONDS AND
 KX2286'THE DIRECTION TO REFERENCE MARK NO. 2 FAILED TO CHECK BY 5 MINUTES
 KX2286'AND 03 SECONDS.
 KX2286'
 KX2286'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KX2286'
 KX2286'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF WINDBER, 3 MILES WEST
 KX2286'OF CAIRNBROOK AND 100 YARDS NORTH OF THE HIGHEST POINT OF
 KX2286'A BARE HILL.  THE PROPERTY IS OWNED BY MR. WALTER MAHLER.
 KX2286'
 KX2286'TO REACH THE STATION FROM THE POST OFFICE IN CAIRNBROOK, GO WEST ON
 KX2286'THE PAVED ROAD FOR 0.3 MILE TO A T-ROAD, TURN RIGHT AND GO
 KX2286'NORTHWEST ON THE PAVED ROAD FOR 1.3 MILES TO A FORK, KEEP THE RIGHT
 KX2286'FORK AND CONTINUE NORTHWEST ON THE PAVED ROAD FOR 2.0 MILES TO
 KX2286'THE AZIMUTH MARK ON THE RIGHT, CONTINUE STRAIGHT AHEAD AND GO
 KX2286'SOUTHWEST FOR 0.1 MILE TO A SIDE ROAD RIGHT, CONTINUE
 KX2286'SOUTHWEST ON THE PAVED ROAD FOR 0.1 MILE TO A SIDE ROAD RIGHT, TURN
 KX2286'RIGHT AND GO WEST ON THE GRAVELED ROAD FOR 0.2 MILE TO A
 KX2286'WIRE GATE ON THE LEFT, JUST BEFORE REACHING THE BARN, TURN LEFT
 KX2286'THROUGH THE GATE AND GO SOUTH UPHILL FOR 0.15 MILE TO AN ONLY
 KX2286'TREE AND THE STATION.
 KX2286'
 KX2286'THE STATION MARK IS 40 FEET SOUTHWEST OF THE ONLY TREE AND 37 FEET
 KX2286'SOUTH-SOUTHWEST OF THE WIRE FENCE.  THE MARK IS A U.S.
 KX2286'GEOLOGICAL SURVEY DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 KX2286'PROJECTING 12 INCHES AND THE DISK IS NOT STAMPED.
 KX2286'
 KX2286'REFERENCE MARK NO. 1 IS 6 FEET WEST OF THE TREE AND 5 FEET
 KX2286'SOUTH-SOUTHWEST OF THE WIRE FENCE.  THE MARK IS A
 KX2286'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 3
 KX2286'INCHES AND IS STAMPED FORWARD USGS NO 1 1941.
 KX2286'
 KX2286'REFERENCE MARK NO. 2 IS 57 FEET WEST-NORTHWEST OF THE TREE AND 1-FOOT
 KX2286'SOUTHWEST OF THE WIRE FENCE.  THE MARK IS A STANDARD DISK SET
 KX2286'IN THE TOP OF A SQUARE CONCRETE POST SET 1-FOOT UNDERGROUND AND IS
 KX2286'STAMPED FORWARD USGS NO 2 1941.
 KX2286'
 KX2286'THE AZIMUTH MARK IS 56 FEET SOUTHWEST OF AN UNDERGROUND TELEPHONE
 KX2286'CABLE JUNCTION POST, 19 FEET NORTHWEST OF THE APPROXIMATE
 KX2286'CENTER OF THE PAVED ROAD AND 1.2 FEET SOUTH OF A METAL WITNESS POST.
 KX2286'THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 KX2286'CONCRETE POST PROJECTING 3 INCHES AND IS STAMPED FORWARD USGS 1941.
 KX2286'
 KX2286'AFTER THE WORK WAS COMPLETED ON THIS STATION IN MAY 1967 THE
 KX2286'LANDOWNER, MR. WALTER MAHLER, REQUESTED THE STATION MARK BE
 KX2286'LOWERED.  THE STATION MARK WAS LOWERED 2.443 FEET BY LEVEL
 KX2286'DETERMINATION AND IS NOW 18 INCHES BELOW THE SURFACE OF THE
 KX2286'GROUND.  NO ADDITIONAL STAMPING WAS MADE.  AN UNDERGROUND MARK WAS
 KX2286'FOUND, STAMPED FORWARD (USGS) 1941.  IT WAS LOWERED TO ABOUT
 KX2286'4 FEET BELOW THE SURFACE OF THE GROUND AND 1967 WAS ADDED TO THE
 KX2286'STAMPING.
 KX2286'
 KX2286'HEIGHT OF LIGHT ABOVE STATION MARK 46.4 FEET.
 KX2286'
 KX2286'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES WEST OF
 KX2286'CAIRNBROOK.
 KX2286
 KX2286                          STATION RECOVERY (1978)
 KX2286
 KX2286'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (KH)
 KX2286'FORWARD USGS 1941, 1967 RECOVERED GOOD.
 KX2286'
 KX2286'FORWARD USGS 1941 RECOVERED GOOD.  (AZ MK)
 KX2286'
 KX2286'RMS NOT SEARCHED FOR.
 KX2286'
 KX2286'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES WNW OF
 KX2286'CAIRNBROOK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2985 ***********************************************************************
 KW2985  DESIGNATION -  FOSTER
 KW2985  PID         -  KW2985
 KW2985  STATE/COUNTY-  PA/SCHUYLKILL
 KW2985  USGS QUAD   -  MINERSVILLE (1976)
 KW2985
 KW2985                         *CURRENT SURVEY CONTROL
 KW2985  ___________________________________________________________________
 KW2985* NAD 83(1992)-  40 43 12.87190(N)    076 20 17.75944(W)     ADJUSTED  
 KW2985* NAVD 88     -       506.87   (+/-2cm)    1663.0    (feet)  VERTCON   
 KW2985  ___________________________________________________________________
 KW2985  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 KW2985  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KW2985
 KW2985  HORZ ORDER  -  SECOND
 KW2985  VERT ORDER  -  THIRD ? (See Below)
 KW2985
 KW2985.The horizontal coordinates were established by classical geodetic methods
 KW2985.and adjusted by the National Geodetic Survey in June 2002..
 KW2985
 KW2985.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2985.The vertical order pertains to the NGVD 29 superseded value.
 KW2985
 KW2985.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2985
 KW2985.The geoid height was determined by GEOID03.
 KW2985
 KW2985;                    North         East     Units Scale Factor Converg.
 KW2985;SPC PA S     -   154,950.644   719,268.654   MT  0.99997054   +0 54 57.3
 KW2985;SPC PA S     -   508,367.24  2,359,800.58   sFT  0.99997054   +0 54 57.3
 KW2985;UTM  18      - 4,508,563.247   386,973.647   MT  0.99975724   -0 52 23.3
 KW2985
 KW2985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2985!SPC PA S     -   0.99992574  x   0.99997054  =   0.99989628
 KW2985!UTM  18      -   0.99992574  x   0.99975724  =   0.99968300
 KW2985
 KW2985|---------------------------------------------------------------------|
 KW2985| PID    Reference Object                     Distance      Geod. Az  |
 KW2985|                                                           dddmmss.s |
 KW2985| KW2986 FOSTER 2                             38.225 METERS 15517     |
 KW2985| KW2644 FOSTER RM 1                          12.850 METERS 19843     |
 KW2985| KW2984 MT PLEASANT LOOKOUT TOWER           APPROX. 2.2 KM 2445523.1 |
 KW2985| KW0282 FOSTER RM 2                          10.911 METERS 31538     |
 KW2985| KW0283 FOSTER 3                             14.263 METERS 33602     |
 KW2985|---------------------------------------------------------------------|
 KW2985
 KW2985                          SUPERSEDED SURVEY CONTROL
 KW2985
 KW2985  NAD 83(1986)-  40 43 12.86879(N)    076 20 17.76363(W) AD(       ) 2
 KW2985  NAD 27      -  40 43 12.55608(N)    076 20 18.94050(W) AD(       ) 2
 KW2985  NGVD 29 (07/19/86)  507.09   (m)         1663.7    (f) LEVELING    3  
 KW2985
 KW2985.Superseded values are not recommended for survey control.
 KW2985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2985.See file dsdata.txt to determine how the superseded data were derived.
 KW2985
 KW2985_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL8697408563(NAD 83)
 KW2985_MARKER: DS = TRIANGULATION STATION DISK
 KW2985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2985
 KW2985  HISTORY     - Date     Condition        Report By
 KW2985  HISTORY     - 1960     MONUMENTED       CGS
 KW2985  HISTORY     - 1966     GOOD             CGS
 KW2985  HISTORY     - 1967     SEE DESCRIPTION  CGS
 KW2985
 KW2985                          STATION DESCRIPTION
 KW2985
 KW2985'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW2985'THE STATION IS LOCATED ON A LOW, BRUSHY RIDGE ABOUT 4.5 MILES
 KW2985'NORTHWEST OF MINERSVILLE, 2.7 MILES SOUTH OF GORDON AND IS ON
 KW2985'PROPERTY OWNED BY THE SELTZER COAL COMPANY.
 KW2985'
 KW2985'TO REACH THE STATION FROM THE INTERSECTION OF SUNBURY AND NORTH SIXTH
 KW2985'STREET AND COUNTY HIGHWAY 53056 IN THE WEST EDGE OF MINERSVILLE, GO
 KW2985'WEST ON COUNTY HIGHWAY 53056 FOR 4.6 MILES TO A T-ROAD INTERSECTION
 KW2985'AND THE MT PLEASANT HOTEL ON THE LEFT, IN THE NE ANGLE OF THE
 KW2985'INTERSECTION, CONTINUE WEST ON COUNTY HIGHWAY 53056 FOR 0.53 MILE TO
 KW2985'A GRAVELED ROAD AND A 8-INCH TRIANGULAR BLAZED PINE TREE ON
 KW2985'THE RIGHT, SOUTH, SIDE OF THE HIGHWAY.  TURN RIGHT AND GO SOUTH ON
 KW2985'THE GRAVELED ROAD FOR 0.17 MILE TO A FORK.  TAKE THE RIGHT FORK
 KW2985'AND GO SOUTH-SOUTHEAST ON A DIM TRACK ROAD FOR 0.16 MILE TO A 8-INCH
 KW2985'TRIANGULAR BLAZED PINE TREE AND A DIM TRACK ROAD ON THE RIGHT.  TURN
 KW2985'RIGHT AND GO SOUTHEAST ON THE TRACK ROAD, THROUGH THE BRUSH, FOR
 KW2985'0.03 MILE TO A 4-INCH TRIANGULAR BLAZED PINE TREE AND THE STATION ON
 KW2985'THE RIGHT, SOUTH, SIDE OF THE DIM TRACK ROAD.
 KW2985'
 KW2985'THE STATION MARK, A STANDARD DISK STAMPED FOSTER 1960, IS SET IN THE
 KW2985'TOP OF A 8-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 KW2985'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 145.0 FEET EAST OF THE
 KW2985'CENTERLINE OF A NORTH AND SOUTH TRACK ROAD, 17.6 FEET EAST OF A
 KW2985'4-INCH TRIANGULAR BLAZED PINE TREE AND 10.0 FEET SOUTH OF THE
 KW2985'CENTERLINE OF THE EAST AND WEST TRACK ROAD.
 KW2985'
 KW2985'REFERENCE MARK 1, A STANDARD DISK STAMPED FOSTER NO 1 1960, IS SET IN
 KW2985'THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 KW2985'ABOUT 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 31.8 FEET NORTH
 KW2985'OF A 4-INCH TRIANGULAR BLAZED PINE TREE, 22.6 FEET SOUTHEAST OF A
 KW2985'5-INCH TRIANGULAR BLAZED PINE TREE, 21.0 FEET NORTH OF THE CENTERLINE
 KW2985'OF AN EAST AND WEST DIM TRACK ROAD AND 1.9 FEET LOWER THAN THE
 KW2985'STATION.
 KW2985'
 KW2985'REFERENCE MARK 2, A STANDARD DISK STAMPED FOSTER NO 2 1960, IS SET IN
 KW2985'THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE
 KW2985'OF THE GROUND.  IT IS 48.0 FEET SOUTH OF THE CENTERLINE OF AN EAST
 KW2985'AND WEST DIM TRACK ROAD, 35.0 FEET SOUTH OF A 4-INCH TRIANGULAR
 KW2985'BLAZED PINE TREE, 13.0 FEET SOUTHEAST OF A 4-INCH TRIANGULAR BLAZED
 KW2985'PINE TREE AND IS ABOUT 1 FOOT HIGHER THAN THE STATION.
 KW2985'
 KW2985'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  THE MT
 KW2985'PLEASANT LOOKOUT TOWER MAY BE USED AS AN AZIMUTH MARK.
 KW2985'
 KW2985'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 KW2985
 KW2985                          STATION RECOVERY (1966)
 KW2985
 KW2985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW2985'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONTION.  DISCREPANCIES
 KW2985'WERE NOTED IN THE DIRECTIONS IN REACHING THE STATION. DUE TO PROPOSED
 KW2985'CONSTRUCTION IN THE AREA, A NEW STATION, FOSTER 2, WAS ESTABLISHED IN
 KW2985'THE NEAR VICINITY.  (SEE DESCRIPTION THERE-OF.) ALL THE
 KW2985'MARKS WERE LEFT INTACT AND IN THEIR ORIGINAL POSTIONS.  A COMPLETE
 KW2985'DESCRIPTION FOLLOWS-
 KW2985'
 KW2985'THE STATION IS LOCATED ON A LOW, BRUSHY RIDGE, APPROXIMATELY 4.5
 KW2985'MILES NORTHWEST OF MINERSVILLE, 2.7 MILES SOUTH OF GORDON AND ON
 KW2985'THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 KW2985'
 KW2985'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROUTE 53056
 KW2985'(SUNBURY ST) AND NORTH SIXTH ST ON THE WEST EDGE OF MINERSVILLE,
 KW2985'GO WESTERLY ON COUNTY ROUTE 53056 FOR 4.5 MILES TO A SIDE ROAD LEFT.
 KW2985'CONTINUE AHEAD, WEST AND NORTHWEST, FOR 0.5 MILE TO A SIDE ROAD
 KW2985'RIGHT.  TURN RIGHT AND GO NORTHEAST ON A DIRT ROAD FOR 0.1 MILE TO A
 KW2985'SIDE ROAD LEFT.  CONTINUE AHEAD, NORTHEAST, FOR ABOUT 50 FEET
 KW2985'TO A Y-FORK.  TAKE THE RIGHT FORK AND GO NORTHEAST FOR 0.1 MILE TO A
 KW2985'Y-FORK.  TAKE THE RIGHT FORK AND GO EASTERLY ON A TRACK ROAD
 KW2985'FOR 0.05 MILE TO THE STATION ON THE LEFT, NORTH, SIDE OF THE ROAD.
 KW2985'
 KW2985'THE STATION MARK IS 10 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 KW2985'THE TRACK ROAD.  IT IS A STANDARD DISK SET IN THE TOP OF AN
 KW2985'8-INCH SQUARE, CONCRETE POST THAT PROJECTS 2 INCHES AND IT IS STAMPED
 KW2985'FOSTER 1960.
 KW2985'
 KW2985'REFERENCE MARK NO. 1 IS 21 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 KW2985'OF THE TRACK ROAD.  IT IS A STANDARD DISK SET IN THE TOP OF AN 8-INCH
 KW2985'SQUARE, CONCRETE POST THAT PROJECTS 1 INCH AND IT IS STAMPED FOSTER
 KW2985'NO 1 1960.
 KW2985'
 KW2985'REFERENCE MARK NO. 2 IS 48 FEET NORTH OF THE APPROXIMATE CENTERLINE
 KW2985'OF THE TRACK ROAD.  IT IS A STANDARD DISK SET IN THE TOP OF AN
 KW2985'8-INCH SQUARE, CONCRETE POST THAT IS FLUSH WITH THE GROUND AND IT IS
 KW2985'STAMPED FOSTER NO 2 1960.
 KW2985'
 KW2985'THE DISTANCE TO FOSTER 2 IS A TRAVERSE DISTANCE.
 KW2985'
 KW2985'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2.7 MILES SOUTH OF
 KW2985'GORDON.
 KW2985
 KW2985                          STATION RECOVERY (1967)
 KW2985
 KW2985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KW2985'THE UNDERGROUND STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED
 KW2985'IN GOOD CONDITION.  THE SURFACE STATION MARK AND REFERENCE MARK
 KW2985'NO. 1 WERE DESTROYED DUE TO GRADING IN THE AREA FOR THE NEW
 KW2985'INTERSTATE HIGHWAY.  THE UNDERGROUND STATION MARK WAS LEFT IN ITS
 KW2985'POSTIION AS WAS REFERENCE MARK NO. 2 WHICH WAS USED AS A REFERENCE
 KW2985'MARK FOR FOSTER 3.  SEE DESCRIPTION FOR FOSTER 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1870 ***********************************************************************
 LZ1870  DESIGNATION -  FOSTER
 LZ1870  PID         -  LZ1870
 LZ1870  STATE/COUNTY-  PA/BRADFORD
 LZ1870  USGS QUAD   -  TOWANDA (1967)
 LZ1870
 LZ1870                         *CURRENT SURVEY CONTROL
 LZ1870  ___________________________________________________________________
 LZ1870* NAD 83(1992)-  41 47 27.38184(N)    076 26 09.38995(W)     ADJUSTED  
 LZ1870* NAVD 88     -       397.5    (meters)    1304.     (feet)  VERTCON   
 LZ1870  ___________________________________________________________________
 LZ1870  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 LZ1870  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 LZ1870
 LZ1870  HORZ ORDER  -  SECOND
 LZ1870
 LZ1870.The horizontal coordinates were established by classical geodetic methods
 LZ1870.and adjusted by the National Geodetic Survey in June 2002..
 LZ1870
 LZ1870.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1870
 LZ1870.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1870
 LZ1870.The geoid height was determined by GEOID03.
 LZ1870
 LZ1870;                    North         East     Units Scale Factor Converg.
 LZ1870;SPC PA N     -   181,213.199   709,219.774   MT  0.99997805   +0 52 09.5
 LZ1870;SPC PA N     -   594,530.30  2,326,831.88   sFT  0.99997805   +0 52 09.5
 LZ1870;UTM  18      - 4,627,561.346   380,688.850   MT  0.99977517   -0 57 25.4
 LZ1870
 LZ1870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1870!SPC PA N     -   0.99994279  x   0.99997805  =   0.99992084
 LZ1870!UTM  18      -   0.99994279  x   0.99977517  =   0.99971797
 LZ1870
 LZ1870|---------------------------------------------------------------------|
 LZ1870| PID    Reference Object                     Distance      Geod. Az  |
 LZ1870|                                                           dddmmss.s |
 LZ1870| CB3340 FOSTER RM 1                           9.055 METERS 00025     |
 LZ1870| CB3341 FOSTER RM 2                           8.433 METERS 10833     |
 LZ1870| CB3339 FOSTER AZ MK                                       1675230.0 |
 LZ1870|---------------------------------------------------------------------|
 LZ1870
 LZ1870                          SUPERSEDED SURVEY CONTROL
 LZ1870
 LZ1870  NAD 83(1996)-  41 47 27.38123(N)    076 26 09.38975(W) AD(       ) 2
 LZ1870  NAD 83(1986)-  41 47 27.38267(N)    076 26 09.38874(W) AD(       ) 2
 LZ1870  NAD 27      -  41 47 27.11298(N)    076 26 10.60347(W) AD(       ) 2
 LZ1870  NGVD 29 (07/19/86)  397.7    (m)         1305.     (f) VERT ANG       
 LZ1870
 LZ1870.Superseded values are not recommended for survey control.
 LZ1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1870.See file dsdata.txt to determine how the superseded data were derived.
 LZ1870
 LZ1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM8068927561(NAD 83)
 LZ1870_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1870
 LZ1870  HISTORY     - Date     Condition        Report By
 LZ1870  HISTORY     - 1968     MONUMENTED       CGS
 LZ1870  HISTORY     - 1981     GOOD             AIRSUR
 LZ1870
 LZ1870                          STATION DESCRIPTION
 LZ1870
 LZ1870'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (WMJ)
 LZ1870'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF ULSTER, 2.5 MILES
 LZ1870'NORTHWEST OF WYSOX AND 1.5 MILES NORTH-NORTHEAST OF TOWANDA.  IT IS
 LZ1870'ON THE SOUTHWEST SLOPE OF A CLEARED FIELD ON PROPERTY OWNED BY MR. R.
 LZ1870'L. FOSTER.
 LZ1870'
 LZ1870'TO REACH THE STATION FROM THE POST OFFICE IN WYSOX, GO WEST ON U.S.
 LZ1870'HIGHWAY 6 FOR 0.85 MILE TO A SIDE ROAD ON THE RIGHT,
 LZ1870'TURN RIGHT AND GO NORTH ON LANING CREEK ROAD FOR 0.45 MILE TO A FORK,
 LZ1870'KEEP THE LEFT FORK AND CONTINUE NORTH ON LANING CREEK
 LZ1870'ROAD FOR 0.45 MILE TO A FORK, TAKE THE LEFT FORK AND GO NORTHWEST,
 LZ1870'UPHILL ON THE PAVED ROAD FOR 0.9 MILE TO A TRACK ROAD ON THE
 LZ1870'LEFT, JUST AFTER PASSING A BARN AND SILO ON THE LEFT, TURN LEFT
 LZ1870'AND GO WEST AND SOUTH ON THE TRACK ROAD FOR 0.55 MILE TO THE
 LZ1870'STATION ON THE LEFT, AT THE SOUTHWEST CORNER OF A ROCK
 LZ1870'FENCE.
 LZ1870'
 LZ1870'THE STATION MARK IS 57 FEET NORTHEAST OF POWERLINE POLE NO. 7W-568 16
 LZ1870'FEET EAST OF THE APPROXIMATE CENTER OF THE TRACK ROAD AND 4.2
 LZ1870'FEET EAST OF A METAL WITNESS POST.  THE MARK IS A STANDARD DISK SET
 LZ1870'IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH WITH THE
 LZ1870'GROUND AND IS STAMPED FOSTER 1968.
 LZ1870'
 LZ1870'REFERENCE MARK NO. 1 IS 38 FEET NORTH OF THE SOUTH EDGE OF ROCK
 LZ1870'FENCE, 31 FEET NORTH-NORTHEAST OF THE METAL WITNESS POST, 15
 LZ1870'FEET EAST OF THE APPROXIMATE CENTER OF THE TRACK ROAD AND 3 FEET EAST
 LZ1870'OF THE WEST EDGE OF ROCK FENCE.  THE MARK IS A STANDARD DISK
 LZ1870'SET IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH WITH THE GROUND
 LZ1870'AND IS STAMPED FOSTER NO 1 1968.
 LZ1870'
 LZ1870'REFERENCE MARK NO. 2 IS 42 FEET EAST OF THE APPROXIMATE CENTER OF THE
 LZ1870'TRACK ROAD, 32.3 FEET EAST-SOUTHEAST OF THE METAL WITNESS POST
 LZ1870'AND 1-FOOT NORTH-NORTHEAST OF THE SOUTH EDGE OF ROCK FENCE.  THE MARK
 LZ1870'IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST SET
 LZ1870'FLUSH WITH THE GROUND AND IS STAMPED FOSTER NO 2 1968.
 LZ1870'
 LZ1870'THE AZIMUTH MARK IS 100 FEET NORTH OF A ROCK FENCE, 3 FEET EAST OF
 LZ1870'POWERLINE POLE NO. 7W-564 AND 1.6 FEET NORTHEAST
 LZ1870'OF A METAL WITNESS POST.  THE MARK IS A STANDARD DISK SET IN THE TOP
 LZ1870'OF A SQUARE CONCRETE POST PROJECTING 4 INCHES AND IS
 LZ1870'STAMPED FOSTER 1968.
 LZ1870'
 LZ1870'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE TRACK
 LZ1870'ROAD, FOLLOWING THE POWERLINE, FOR 0.2 MILE TO THE
 LZ1870'MARK ON THE RIGHT.
 LZ1870'
 LZ1870'HEIGHT OF LIGHT ABOVE STATION MARK 4.2 METERS.
 LZ1870
 LZ1870                          STATION RECOVERY (1981)
 LZ1870
 LZ1870'RECOVERY NOTE BY AIR SURVEY CORPORATION 1981 (EW)
 LZ1870'FOSTER 1968 RECOVERED GOOD.
 LZ1870'
 LZ1870'RM 1, RM 2 AND AZ MK RECOVERED GOOD.
 LZ1870'
 LZ1870'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES N.E. OF
 LZ1870'TOWANDA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2986 ***********************************************************************
 KW2986  DESIGNATION -  FOSTER 2
 KW2986  PID         -  KW2986
 KW2986  STATE/COUNTY-  PA/SCHUYLKILL
 KW2986  USGS QUAD   -  MINERSVILLE (1976)
 KW2986
 KW2986                         *CURRENT SURVEY CONTROL
 KW2986  ___________________________________________________________________
 KW2986* NAD 83(1992)-  40 43 11.74619(N)    076 20 17.07854(W)     ADJUSTED  
 KW2986* NAVD 88     -       505.75   (+/-2cm)    1659.3    (feet)  VERTCON   
 KW2986  ___________________________________________________________________
 KW2986  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 KW2986  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KW2986
 KW2986  HORZ ORDER  -  THIRD
 KW2986  VERT ORDER  -  THIRD ? (See Below)
 KW2986
 KW2986.The horizontal coordinates were established by classical geodetic methods
 KW2986.and adjusted by the National Geodetic Survey in June 2002..
 KW2986.No horizontal observational check was made to the station.
 KW2986
 KW2986.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2986.The vertical order pertains to the NGVD 29 superseded value.
 KW2986
 KW2986.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2986
 KW2986.The geoid height was determined by GEOID03.
 KW2986
 KW2986;                    North         East     Units Scale Factor Converg.
 KW2986;SPC PA S     -   154,916.180   719,285.187   MT  0.99997051   +0 54 57.8
 KW2986;SPC PA S     -   508,254.17  2,359,854.82   sFT  0.99997051   +0 54 57.8
 KW2986;UTM  18      - 4,508,528.291   386,989.093   MT  0.99975720   -0 52 22.8
 KW2986
 KW2986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2986!SPC PA S     -   0.99992591  x   0.99997051  =   0.99989643
 KW2986!UTM  18      -   0.99992591  x   0.99975720  =   0.99968313
 KW2986
 KW2986|---------------------------------------------------------------------|
 KW2986| PID    Reference Object                     Distance      Geod. Az  |
 KW2986|                                                           dddmmss.s |
 KW2986| CB3342 FOSTER 2 RM 3                         6.617 METERS 04720     |
 KW2986| CB3343 FOSTER 2 RM 4                         8.312 METERS 17916     |
 KW2986| KW2984 MT PLEASANT LOOKOUT TOWER           APPROX. 2.2 KM 2455443.1 |
 KW2986| KW2985 FOSTER                               38.225 METERS 33517     |
 KW2986|---------------------------------------------------------------------|
 KW2986
 KW2986                          SUPERSEDED SURVEY CONTROL
 KW2986
 KW2986  NAD 83(1986)-  40 43 11.74309(N)    076 20 17.08273(W) AD(       ) 3
 KW2986  NAD 27      -  40 43 11.43031(N)    076 20 18.25965(W) AD(       ) 3
 KW2986  NGVD 29 (07/19/86)  505.97   (m)         1660.0    (f) LEVELING    3  
 KW2986
 KW2986.Superseded values are not recommended for survey control.
 KW2986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2986.See file dsdata.txt to determine how the superseded data were derived.
 KW2986
 KW2986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL8698908528(NAD 83)
 KW2986_MARKER: DE = TRAVERSE STATION DISK
 KW2986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2986
 KW2986  HISTORY     - Date     Condition        Report By
 KW2986  HISTORY     - 1966     MONUMENTED       CGS
 KW2986  HISTORY     - 1967     GOOD             CGS
 KW2986
 KW2986                          STATION DESCRIPTION
 KW2986
 KW2986'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW2986'THE STATION IS LOCATED ON A LOW, BRUSHY RIDGE, APPROXIMATELY 4.5
 KW2986'MILES NORTHWEST OF MINERSVILLE, 2.7 MILES SOUTH OF GORDON AND
 KW2986'125 FEET SOUTH OF THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 KW2986'
 KW2986'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROUTE 53056
 KW2986'(SUNBURY STREET) AND NORTH SIXTH STREET ON THE WEST EDGE OF
 KW2986'MINERSVILLE, GO WESTERLY ON COUNTY ROUTE 53056 FOR 4.5 MILES TO A
 KW2986'SIDE ROAD LEFT.  CONTINUE AHEAD, WEST AND NORTHWEST, FOR 0.5
 KW2986'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHEAST ON A DIRT
 KW2986'ROAD FOR 0.1 MILE TO A SIDE ROAD LEFT.  CONTINUE AHEAD, NORTHEAST,
 KW2986'FOR ABOUT 50 FEET TO A Y-FORK.  TAKE THE RIGHT FORK AND GO NORTHEAST
 KW2986'FOR 0.1 MILE TO A Y-FORK.  TAKE THE RIGHT FORK AND GO EASTERLY ON A
 KW2986'TRACK ROAD FOR 0.05 MILE TO THE STATION ON THE RIGHT, SOUTH, SIDE
 KW2986'OF THE ROAD.
 KW2986'
 KW2986'THE STATION MARK IS 118 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 KW2986'THE TRACK ROAD AND 15 FEET WEST OF A SMALL, FORKED, PINE TREE.  IT
 KW2986'IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A 12-INCH SQUARE,
 KW2986'CONCRETE POST THAT PROJECTS 4 INCHES AND IT IS STAMPED FOSTER 2 1960
 KW2986'BM RESET 1966.
 KW2986'
 KW2986'REFERENCE MARK NO. 3 IS 113 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 KW2986'OF THE TRACK ROAD AND 5 FEET NORTHEAST OF THE SMALL, FORKED,
 KW2986'PINE TREE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE,
 KW2986'CONCRETE POST THAT PROJECTS 5 INCHES AND IT IS STAMPED FOSTER 2
 KW2986'1960 BM RESET NO 3 1966.
 KW2986'
 KW2986'REFERENCE MARK NO. 4 IS 142 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 KW2986'OF THE TRACK ROAD.  IT IS A STANDARD DISK SET IN THE TOP OF A
 KW2986'12-INCH SQUARE, CONCRETE POST THAT PROJECTS 2 INCHES AND IT IS
 KW2986'STAMPED FOSTER 2 1960 BM RESET NO 4 1966.
 KW2986'
 KW2986'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 KW2986
 KW2986                          STATION RECOVERY (1967)
 KW2986
 KW2986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KW2986'THE STATION MARK AND REFERENCE MARKS NO. 3 AND NO. 4 WERE RECOVERED
 KW2986'IN GOOD CONDITION.  DUE TO GRADING IN THE AREA FOR THE NEW
 KW2986'INTERSTATE HIGHWAY THE MARKS WERE DESTROYED AND THE DISKS REMOVED.
 KW2986'SEE DESCRIPTION FOR FOSTER 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0283 ***********************************************************************
 KW0283  DESIGNATION -  FOSTER 3
 KW0283  PID         -  KW0283
 KW0283  STATE/COUNTY-  PA/SCHUYLKILL
 KW0283  USGS QUAD   -  MINERSVILLE (1976)
 KW0283
 KW0283                         *CURRENT SURVEY CONTROL
 KW0283  ___________________________________________________________________
 KW0283* NAD 83(1992)-  40 43 13.29441(N)    076 20 18.00633(W)     ADJUSTED  
 KW0283* NAVD 88     -       507.31   (+/-2cm)    1664.4    (feet)  VERTCON   
 KW0283  ___________________________________________________________________
 KW0283  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 KW0283  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KW0283
 KW0283  HORZ ORDER  -  THIRD
 KW0283  VERT ORDER  -  THIRD (See Below)
 KW0283
 KW0283.The horizontal coordinates were established by classical geodetic methods
 KW0283.and adjusted by the National Geodetic Survey in June 2002..
 KW0283.No horizontal observational check was made to the station.
 KW0283
 KW0283.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW0283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW0283.The vertical order pertains to the NGVD 29 superseded value.
 KW0283
 KW0283.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW0283
 KW0283.The geoid height was determined by GEOID03.
 KW0283
 KW0283;                    North         East     Units Scale Factor Converg.
 KW0283;SPC PA S     -   154,963.582   719,262.652   MT  0.99997055   +0 54 57.2
 KW0283;SPC PA S     -   508,409.69  2,359,780.88   sFT  0.99997055   +0 54 57.2
 KW0283;UTM  18      - 4,508,576.364   386,968.053   MT  0.99975726   -0 52 23.4
 KW0283
 KW0283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW0283!SPC PA S     -   0.99992567  x   0.99997055  =   0.99989622
 KW0283!UTM  18      -   0.99992567  x   0.99975726  =   0.99968295
 KW0283
 KW0283|---------------------------------------------------------------------|
 KW0283| PID    Reference Object                     Distance      Geod. Az  |
 KW0283|                                                           dddmmss.s |
 KW0283| KW2985 FOSTER                               14.263 METERS 15602     |
 KW0283| KW0282 FOSTER RM 2                           5.546 METERS 19918     |
 KW0283| KW2984 MT PLEASANT LOOKOUT TOWER           APPROX. 2.2 KM 2443315.2 |
 KW0283| KW0281 FOSTER 3 RM 5                         5.115 METERS 29207     |
 KW0283|---------------------------------------------------------------------|
 KW0283
 KW0283                          SUPERSEDED SURVEY CONTROL
 KW0283
 KW0283  NAD 83(1986)-  40 43 13.29126(N)    076 20 18.01050(W) AD(       ) 3
 KW0283  NAD 27      -  40 43 12.97866(N)    076 20 19.18728(W) AD(       ) 3
 KW0283  NGVD 29 (??/??/??)  507.52   (m)         1665.1    (f) RESET       3  
 KW0283
 KW0283.Superseded values are not recommended for survey control.
 KW0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0283.See file dsdata.txt to determine how the superseded data were derived.
 KW0283
 KW0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL8696808576(NAD 83)
 KW0283_MARKER: DE = TRAVERSE STATION DISK
 KW0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0283_STAMPING: FOSTER 3 1960 BM RESET 1967
 KW0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0283+STABILITY: SURFACE MOTION
 KW0283
 KW0283  HISTORY     - Date     Condition        Report By
 KW0283  HISTORY     - 1967     MONUMENTED       CGS
 KW0283  HISTORY     - 1967     GOOD             CGS
 KW0283
 KW0283                          STATION DESCRIPTION
 KW0283
 KW0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KW0283'THE STATION IS LOCATED ABOUT 4.5 MILES NORTHWEST OF MINERSVILLE, 2.7
 KW0283'MILES SOUTH OF GORDON AND ON A LOW BRUSH COVERED RIDGE.  THE
 KW0283'PROPERTY IS OWNED BY THE STATE OF PENNSYLVANIA.
 KW0283'
 KW0283'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROUTE 53056
 KW0283'(SUNBURY STREET) AND NORTH SIXTH STREET ON THE WEST EDGE OF
 KW0283'MINERSVILLE, GO WESTERLY ON COUNTY ROUTE 53056 FOR 4.5 MILES TO A
 KW0283'SIDE ROAD LEFT, CONTINUE WESTERLY ON THE PAVED ROAD FOR 0.5 MILE TO
 KW0283'THE TOP OF RIDGE AND A SIDE ROAD ON THE RIGHT, TURN RIGHT ON THE DIRT
 KW0283'ROAD AND GO NORTHEAST FOR 0.2 MILE TO THE INTERSTATE HIGHWAY, TURN
 KW0283'RIGHT AND GO EAST FOR 0.05 MILE TO THE STATION, IN THE MEDIAN OF THE
 KW0283'HIGHWAY.
 KW0283'
 KW0283'THE STATION MARK IS 19 FEET NORTH OF THE CUT BANK OF THE EAST BOUND
 KW0283'TRAFFIC LANE OF THE HIGHWAY, 6 FEET EAST-NORTHEAST OF A METAL
 KW0283'WITNESS POST AND 5 FEET NORTHWEST OF A 4-INCH PINE TREE.  THE MARK IS
 KW0283'A STANDARD TRAVERSE DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 KW0283'PROJECTING 5 INCHES AND IS STAMPED FOSTER 3 1960 BM RESET 1967.
 KW0283'
 KW0283'REFERENCE MARK NO. 2 IS 19 FEET SOUTHEAST OF AN 8-INCH PINE TREE, 16
 KW0283'FEET SOUTHWEST OF A 4-INCH PINE TREE AND 12.5 FEET
 KW0283'SOUTH-SOUTHWEST OF A METAL WITNESS POST.  THE MARK IS A STANDARD DISK
 KW0283'SET IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH WITH THE GROUND
 KW0283'AND STAMPED FOSTER NO 2 1960.
 KW0283'
 KW0283'REFERENCE MARK NO. 5 IS 14 FEET NORTHWEST OF A METAL WITNESS POST AND
 KW0283'13 FEET NORTHEAST OF AN 8-INCH PINE TREE.  THE MARK IS A STANDARD
 KW0283'DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES AND
 KW0283'STAMPED FOSTER 3 NO 5 1960 BM RESET 1967.
 KW0283
 KW0283                          STATION RECOVERY (1967)
 KW0283
 KW0283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KW0283'4 MI S FROM GORDON.
 KW0283'STATION IS LOCATED ABOUT 4.5 MILES NORTHWEST OF MINERSVILLE,
 KW0283'2.7 MILES SOUTH OF GORDON AND ON A LOW, BRUSH COVERED RIDGE.
 KW0283'THE PROPERTY IS OWNED BY THE STATE OF PENNSYLVANIA.  TO REACH
 KW0283'THE STATION FROM THE INTERSECTION OF COUNTY ROUTE 53056
 KW0283'(SUNBURY STREET) AND NORTH SIXTH STREET ON THE WEST EDGE OF
 KW0283'MINERSVILLE, GO WESTERLY ON COUNTY ROUTE 53056 FOR 4.5 MILES TO
 KW0283'A SIDE ROAD ON THE RIGHT, TURN RIGHT ON THE SIDE ROAD AND GO
 KW0283'NORTHEAST FOR 0.2 MILE TO INTERSTATE HIGHWAY 81, TURN RIGHT AND
 KW0283'GO EAST FOR 0.05 MILE TO THE STATION IN THE MEDIAN OF THE
 KW0283'HIGHWAY.  STATION MARK IS 19 FEET NORTH OF THE CUT BANK OF THE
 KW0283'EAST BOUND TRAFFIC LANE OF THE HIGHWAY, 6 FEET EAST NORTHEAST
 KW0283'OF A METAL WITNESS POST AND 5 FEET NORTHWEST OF A 4 INCH
 KW0283'PINE TREE.  THE MARK IS A STANDARD TRAVERSE DISK SET IN TOP OF
 KW0283'A SQUARE CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0281 ***********************************************************************
 KW0281  DESIGNATION -  FOSTER 3 RM 5
 KW0281  PID         -  KW0281
 KW0281  STATE/COUNTY-  PA/SCHUYLKILL
 KW0281  USGS QUAD   -  MINERSVILLE (1976)
 KW0281
 KW0281                         *CURRENT SURVEY CONTROL
 KW0281  ___________________________________________________________________
 KW0281* NAD 83(1986)-  40 43 12.     (N)    076 20 18.     (W)     SCALED    
 KW0281* NAVD 88     -       507.22   (+/-2cm)    1664.1    (feet)  VERTCON   
 KW0281  ___________________________________________________________________
 KW0281  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KW0281
 KW0281  VERT ORDER  -  THIRD (See Below)
 KW0281
 KW0281.The horizontal coordinates were scaled from a topographic map and have
 KW0281.an estimated accuracy of +/- 6 seconds.
 KW0281
 KW0281.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW0281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW0281.The vertical order pertains to the NGVD 29 superseded value.
 KW0281
 KW0281.The geoid height was determined by GEOID03.
 KW0281
 KW0281;                    North         East    Units  Estimated Accuracy
 KW0281;SPC PA S     -   154,920.      719,260.      MT  (+/- 180 meters Scaled)
 KW0281
 KW0281                          SUPERSEDED SURVEY CONTROL
 KW0281
 KW0281  NGVD 29 (??/??/??)  507.43   (m)         1664.8    (f) RESET       3  
 KW0281
 KW0281.Superseded values are not recommended for survey control.
 KW0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0281.See file dsdata.txt to determine how the superseded data were derived.
 KW0281
 KW0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL869085(NAD 83)
 KW0281_MARKER: DR = REFERENCE MARK DISK
 KW0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0281_STAMPING: FOSTER 3 NO 5 1960 BM RESET 1967
 KW0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0281+STABILITY: SURFACE MOTION
 KW0281
 KW0281  HISTORY     - Date     Condition        Report By
 KW0281  HISTORY     - 1967     MONUMENTED       CGS
 KW0281
 KW0281                          STATION DESCRIPTION
 KW0281
 KW0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KW0281'4 MI S FROM GORDON.
 KW0281'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROUTE
 KW0281'53056 (SUNBURY STREET) AND NORTH SIXTH STREET ON THE WEST EDGE
 KW0281'OF MINERSVILLE, GO WESTERLY ON COUNTY ROUTE 53056 FOR 4.5 MILES
 KW0281'TO A SIDE ROAD LEFT, CONTINUE WESTERLY ON THE PAVED ROAD FOR
 KW0281'0.5 MILE TO THE TOP OF RIDGE AND A SIDE ROAD ON THE RIGHT, TURN
 KW0281'RIGHT ON THE SIDE ROAD AND GO NORTHEAST FOR 0.2 MILE TO
 KW0281'INTERSTATE HIGHWAY 81, TURN RIGHT AND GO EAST FOR 0.05 MILE TO
 KW0281'THE STATION IN THE MEDIAN OF THE HIGHWAY.  REFERENCE MARK NUMBER
 KW0281'5 IS 14 FEET NORTHWEST OF A METAL WITNESS POST AND 13 FEET
 KW0281'NORTHEAST OF AN 8 INCH PINE TREE.  THE MARK IS A STANDARD DISK
 KW0281'SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES AND IS
 KW0281'16.78 FEET WEST NORTHWEST OF FOSTER 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0282 ***********************************************************************
 KW0282  DESIGNATION -  FOSTER RM 2
 KW0282  PID         -  KW0282
 KW0282  STATE/COUNTY-  PA/SCHUYLKILL
 KW0282  USGS QUAD   -  MINERSVILLE (1976)
 KW0282
 KW0282                         *CURRENT SURVEY CONTROL
 KW0282  ___________________________________________________________________
 KW0282* NAD 83(1986)-  40 43 12.     (N)    076 20 17.     (W)     SCALED    
 KW0282* NAVD 88     -       507.114  (meters)    1663.76   (feet)  ADJUSTED  
 KW0282  ___________________________________________________________________
 KW0282  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KW0282  DYNAMIC HT  -         506.867 (meters)    1662.95  (feet)  COMP
 KW0282  MODELED GRAV-     980,121.0   (mgal)                       NAVD 88
 KW0282
 KW0282  VERT ORDER  -  SECOND    CLASS 0
 KW0282
 KW0282.The horizontal coordinates were scaled from a topographic map and have
 KW0282.an estimated accuracy of +/- 6 seconds.
 KW0282
 KW0282.The orthometric height was determined by differential leveling
 KW0282.and adjusted by the National Geodetic Survey in June 1991..
 KW0282
 KW0282.The geoid height was determined by GEOID03.
 KW0282
 KW0282.The dynamic height is computed by dividing the NAVD 88
 KW0282.geopotential number by the normal gravity value computed on the
 KW0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0282.degrees latitude (g = 980.6199 gals.).
 KW0282
 KW0282.The modeled gravity was interpolated from observed gravity values.
 KW0282
 KW0282;                    North         East    Units  Estimated Accuracy
 KW0282;SPC PA S     -   154,920.      719,290.      MT  (+/- 180 meters Scaled)
 KW0282
 KW0282                          SUPERSEDED SURVEY CONTROL
 KW0282
 KW0282  NGVD 29 (??/??/??)  507.334  (m)         1664.48   (f) ADJUSTED    2 0
 KW0282
 KW0282.Superseded values are not recommended for survey control.
 KW0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0282.See file dsdata.txt to determine how the superseded data were derived.
 KW0282
 KW0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL869085(NAD 83)
 KW0282_MARKER: DR = REFERENCE MARK DISK
 KW0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0282_STAMPING: FOSTER NO 2 1960
 KW0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0282+STABILITY: SURFACE MOTION
 KW0282
 KW0282  HISTORY     - Date     Condition        Report By
 KW0282  HISTORY     - 1960     MONUMENTED       CGS
 KW0282  HISTORY     - 1967     GOOD             CGS
 KW0282
 KW0282                          STATION DESCRIPTION
 KW0282
 KW0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0282'4 MI S FROM GORDON.
 KW0282'ABOUT 0.1 MILE WEST ALONG AN ASHPALT ROAD FROM THE POST OFFICE
 KW0282'AT GORDON, THENCE 1.75 MILES SOUTHEAST ALONG AN ASPHLT ROAD
 KW0282'LEADING UPHILL, THENCE 0.6 MILE WEST ALONG A DIM ROAD ALONG A
 KW0282'POWER TRANSMISSION LINE, THENCE 1.55 MILES SOUTHWEST ALONG A DIM
 KW0282'TRAIL, 35.8 FEET NORTHWEST OF THE STATION, 48 FEET SOUTH OF
 KW0282'THE CENTER LINE OF A DIM ROAD, 13 FEET SOUTHEAST OF A BLAZED 4
 KW0282'INCH PINE TREE, SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 KW0282'INCHES ABOVE THE GROUND.
 KW0282
 KW0282                          STATION RECOVERY (1967)
 KW0282
 KW0282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KW0282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3659 ***********************************************************************
 JU3659  DESIGNATION -  FOULK 1892
 JU3659  PID         -  JU3659
 JU3659  STATE/COUNTY-  PA/CHESTER
 JU3659  USGS QUAD   -  KENNETT SQUARE (1993)
 JU3659
 JU3659                         *CURRENT SURVEY CONTROL
 JU3659  ___________________________________________________________________
 JU3659* NAD 83(1992)-  39 47 44.91116(N)    075 44 16.11704(W)     ADJUSTED  
 JU3659* NAVD 88     -       137.     (meters)     449.     (feet)  SCALED    
 JU3659  ___________________________________________________________________
 JU3659  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 JU3659  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU3659
 JU3659  HORZ ORDER  -  THIRD
 JU3659
 JU3659.The horizontal coordinates were established by classical geodetic methods
 JU3659.and adjusted by the National Geodetic Survey in June 2002..
 JU3659
 JU3659.The orthometric height was scaled from a topographic map.
 JU3659
 JU3659.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3659
 JU3659.The geoid height was determined by GEOID03.
 JU3659
 JU3659;                    North         East     Units Scale Factor Converg.
 JU3659;SPC PA S     -    53,314.416   772,328.639   MT  1.00002435   +1 18 19.8
 JU3659;SPC PA S     -   174,915.71  2,533,881.54   sFT  1.00002435   +1 18 19.8
 JU3659;SPC DE       -   199,407.442   172,494.909   MT  1.00000431   -0 12 20.0
 JU3659;SPC DE       -   654,222.58    565,927.05   sFT  1.00000431   -0 12 20.0
 JU3659;UTM  18      - 4,405,354.699   436,833.227   MT  0.99964912   -0 28 20.1
 JU3659
 JU3659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3659!SPC PA S     -   0.99998373  x   1.00002435  =   1.00000808
 JU3659!SPC DE       -   0.99998373  x   1.00000431  =   0.99998804
 JU3659!UTM  18      -   0.99998373  x   0.99964912  =   0.99963285
 JU3659
 JU3659:                Primary Azimuth Mark                     Grid Az
 JU3659:SPC PA S     -  O NEILL 1892                             092 32 22.4
 JU3659:SPC DE       -  O NEILL 1892                             094 03 02.2
 JU3659:UTM  18      -  O NEILL 1892                             094 19 02.3
 JU3659
 JU3659|---------------------------------------------------------------------|
 JU3659| PID    Reference Object                     Distance      Geod. Az  |
 JU3659|                                                           dddmmss.s |
 JU3659| JU3664 O NEILL 1892                        APPROX. 2.4 KM 0935042.2 |
 JU3659|---------------------------------------------------------------------|
 JU3659
 JU3659                          SUPERSEDED SURVEY CONTROL
 JU3659
 JU3659  NAD 83(1996)-  39 47 44.91111(N)    075 44 16.11691(W) AD(       ) 3
 JU3659  NAD 83(1991)-  39 47 44.91115(N)    075 44 16.11704(W) AD(       ) 3
 JU3659  NAD 83(1986)-  39 47 44.90564(N)    075 44 16.12275(W) AD(       ) 3
 JU3659  NAD 27      -  39 47 44.50700(N)    075 44 17.37500(W) AD(       ) 3
 JU3659
 JU3659.Superseded values are not recommended for survey control.
 JU3659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3659.See file dsdata.txt to determine how the superseded data were derived.
 JU3659
 JU3659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK3683305355(NAD 83)
 JU3659
 JU3659  HISTORY     - Date     Condition        Report By
 JU3659  HISTORY     - 1892     MONUMENTED       CGS
 JU3659  HISTORY     - 1950     MARK NOT FOUND   USGS
 JU3659
 JU3659                          STATION DESCRIPTION
 JU3659
 JU3659'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JU3659'NOT RECOVERED BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3274 ***********************************************************************
 JU3274  DESIGNATION -  FOUNDATION
 JU3274  PID         -  JU3274
 JU3274  STATE/COUNTY-  PA/DELAWARE
 JU3274  USGS QUAD   -  BRIDGEPORT (1995)
 JU3274
 JU3274                         *CURRENT SURVEY CONTROL
 JU3274  ___________________________________________________________________
 JU3274* NAD 83(1992)-  39 51 42.48895(N)    075 16 03.16041(W)     ADJUSTED  
 JU3274* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 JU3274  ___________________________________________________________________
 JU3274  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 JU3274  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JU3274
 JU3274  HORZ ORDER  -  SECOND
 JU3274
 JU3274.The horizontal coordinates were established by classical geodetic methods
 JU3274.and adjusted by the National Geodetic Survey in June 2002..
 JU3274
 JU3274.The orthometric height was scaled from a topographic map.
 JU3274
 JU3274.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3274
 JU3274.The geoid height was determined by GEOID03.
 JU3274
 JU3274;                    North         East     Units Scale Factor Converg.
 JU3274;SPC PA S     -    61,663.913   812,387.742   MT  1.00001196   +1 36 38.2
 JU3274;SPC PA S     -   202,309.02  2,665,308.78   sFT  1.00001196   +1 36 38.2
 JU3274;SPC NJ       -   114,453.347    84,330.682   MT  0.99995307   -0 29 31.1
 JU3274;SPC NJ       -   375,502.36    276,674.91   sFT  0.99995307   -0 29 31.1
 JU3274;UTM  18      - 4,412,453.074   477,116.490   MT  0.99960645   -0 10 17.3
 JU3274
 JU3274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3274!SPC PA S     -   1.00000475  x   1.00001196  =   1.00001671
 JU3274!SPC NJ       -   1.00000475  x   0.99995307  =   0.99995782
 JU3274!UTM  18      -   1.00000475  x   0.99960645  =   0.99961120
 JU3274
 JU3274:                Primary Azimuth Mark                     Grid Az
 JU3274:SPC PA S     -  GARRETFORD PHILA GAS CO TANK             000 12 52.5
 JU3274:SPC NJ       -  GARRETFORD PHILA GAS CO TANK             002 19 01.8
 JU3274:UTM  18      -  GARRETFORD PHILA GAS CO TANK             001 59 48.0
 JU3274
 JU3274|---------------------------------------------------------------------|
 JU3274| PID    Reference Object                     Distance      Geod. Az  |
 JU3274|                                                           dddmmss.s |
 JU3274| JU3268 GARRETFORD PHILA GAS CO TANK        APPROX.10.0 KM 0014930.7 |
 JU3274| JU3269 DARBY SUPPLEE DAIRY CO TANK         APPROX. 6.6 KM 0063315.2 |
 JU3274| CB1542 FOUNDATION RM 1                      25.036 METERS 00724     |
 JU3274| JU3182 LONGACRE PARK ICE HEAT STACK        APPROX. 8.8 KM 0095941.9 |
 JU3274| JU3184 PHILADELPHIA FELS NAPTHA STACK      APPROX. 6.2 KM 0161824.0 |
 JU3274| JU3178 PHILADELPHIA FED CONTAINER TK       APPROX. 8.8 KM 0260907.8 |
 JU3274| JU3271 ABANDONED MILL STACK                APPROX. 2.2 KM 0291623.0 |
 JU3274| JU3179 PHILADELPHIA GULF REF SW STACK      APPROX. 6.5 KM 0472611.6 |
 JU3274| JU3177 FT MIFFLIN WATER TANK               APPROX. 5.2 KM 0721248.6 |
 JU3274| JU3082 HOG ISLAND WATER TANK               APPROX. 2.7 KM 0774120.0 |
 JU3274| JU3080 PAULSBORO MUNICIPAL TANK            APPROX. 3.1 KM 1404518.7 |
 JU3274| JU3085 CLARKSBORO EAST GREENWICH TANK      APPROX. 7.8 KM 1520807.8 |
 JU3274| JU3273 PAULSBORO VACUUM OIL N STACK        APPROX. 2.3 KM 1573547.8 |
 JU3274| JU3275 PAULSBORO VACUUM OIL E STACK        APPROX. 2.4 KM 1590704.0 |
 JU3274| JU3279 GIBBSTOWN MUNICIPAL TANK            APPROX. 3.9 KM 1893240.6 |
 JU3274| JU3286 GIBBSTOWN DUPONT WKS NE STACK       APPROX. 3.2 KM 2310017.5 |
 JU3274| JU3285 GIBBSTOWN DUPONT WKS SW STACK       APPROX. 3.2 KM 2311702.8 |
 JU3274| JU3336 CLAYMONT GENERAL CHEM TALL STK      APPROX.15.4 KM 2472101.0 |
 JU3274| JU3304 CHESTER PHILA COKE PLANT STACK      APPROX.10.9 KM 2491249.7 |
 JU3274| JU3310 MARCUS HOOK VISCOSE CO E STACK      APPROX.13.1 KM 2494230.5 |
 JU3274| JU3300 CHESTER PHILA G AND E STACK         APPROX. 9.6 KM 2520734.9 |
 JU3274| CB1543 FOUNDATION RM 2                      30.005 METERS 25232     |
 JU3274| JU3292 CHESTER FORD MOTOR CO TANK          APPROX. 9.1 KM 2524214.0 |
 JU3274| JU3301 CHESTER AMER DYE WOOD CO STACK      APPROX. 9.4 KM 2524805.9 |
 JU3274| JU3306 CHESTER IMMACULATE HEART CH SP      APPROX. 9.6 KM 2542601.0 |
 JU3274| CB1544 FOUNDATION RM 3                      16.322 METERS 25631     |
 JU3274| JU3290 CHESTER SUN SHIPBUILDING STACK      APPROX. 7.1 KM 2590429.8 |
 JU3274| JU3291 CHESTER HIGH SCHOOL BELFRY          APPROX. 8.9 KM 2603643.0 |
 JU3274| JU3296 CHESTER ABERFOYLE MFG CO TANK       APPROX. 7.3 KM 2605650.8 |
 JU3274| JU3287 EDDYSTONE MFG BRICK STACK           APPROX. 6.4 KM 2612846.8 |
 JU3274| JU3281 EDDYSTONE FEDERAL ALLOY TANK        APPROX. 5.2 KM 2643916.9 |
 JU3274| JU3289 EDDYSTONE BALDWIN LOCOMO TANK       APPROX. 6.2 KM 2684847.8 |
 JU3274| JU3288 EDDYSTONE BALDWIN LOCOMO STACK      APPROX. 6.2 KM 2690910.3 |
 JU3274| JU3282 EDDYSTONE GEN STEEL CASTING TK      APPROX. 4.8 KM 2711817.9 |
 JU3274| JU3277 ESSINGTON WESTINGHSE ELEC TK        APPROX. 1.7 KM 2820746.9 |
 JU3274| JU3278 ESSINGTON WESTINGHSE ELEC STK       APPROX. 1.6 KM 2824916.5 |
 JU3274| JU3267 SWARTHMORE COLL MEM HALL TOWER      APPROX. 8.8 KM 3021907.5 |
 JU3274| JU3272 SWARTHMORE COLLEGE WATER TANK       APPROX. 9.1 KM 3035345.8 |
 JU3274|---------------------------------------------------------------------|
 JU3274
 JU3274                          SUPERSEDED SURVEY CONTROL
 JU3274
 JU3274  NAD 83(1996)-  39 51 42.48911(N)    075 16 03.15993(W) AD(       ) 2
 JU3274  NAD 83(1991)-  39 51 42.48710(N)    075 16 03.16067(W) AD(       ) 2
 JU3274  NAD 83(1986)-  39 51 42.48252(N)    075 16 03.16530(W) AD(       ) 2
 JU3274  NAD 27      -  39 51 42.07800(N)    075 16 04.49800(W) AD(       ) 2
 JU3274
 JU3274.Superseded values are not recommended for survey control.
 JU3274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3274.See file dsdata.txt to determine how the superseded data were derived.
 JU3274
 JU3274_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7711612453(NAD 83)
 JU3274_MARKER: DS = TRIANGULATION STATION DISK
 JU3274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3274_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU3274
 JU3274  HISTORY     - Date     Condition        Report By
 JU3274  HISTORY     - 1933     MONUMENTED       CGS
 JU3274  HISTORY     - 1935     GOOD             CGS
 JU3274  HISTORY     - 1946     GOOD             CGS
 JU3274  HISTORY     - 1960     MARK NOT FOUND   CGS
 JU3274
 JU3274                          STATION DESCRIPTION
 JU3274
 JU3274'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3274'THIS STATION IS ON PROPERTY OWNED BY THE DUPONT POWDER COMPANY, 1.6
 JU3274'MILES N OF ESSINGTON, PENNSYLVANIA, ON THE DELAWARE RIVER AT SITE OF
 JU3274'AN OLD HOUSE NOW GONE, ON DIKE JUST S OF A NUMBER OF OLD FISHING
 JU3274'SHACKS.
 JU3274'
 JU3274'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 JU3274'SET IN CONCRETE.
 JU3274'
 JU3274'REFERENCE MARK NO. 1 IS 9 FEET W OF EDGE OF DIKE TOWARDS RIVER, 53
 JU3274'FEET NE OF LONE WILLOW TREE (2-FORK).  THE MARK PROJECTS 2
 JU3274'INCHES AND IS N OF THE STATION.
 JU3274'
 JU3274'REFERENCE MARK NO. 2 IS SW OF STATION, 9 FEET NW OF RIVER BANK, 40
 JU3274'FEET N OF WILLOW TREE LEANING OVER RIVER.  THE MARK PROJECTS 6
 JU3274'INCHES.
 JU3274'
 JU3274'TO REACH IT, GO TO ESSINGTON AS FOLLOWS- GO N FROM CHESTER AT
 JU3274'JUNCTION OF U.S. HIGHWAY 13 (MORTON AVENUE) AND EAST NINTH
 JU3274'STREET.  FROM THIS POINT GO N 3.2 MILES ON U.S. HIGHWAY 13, TO
 JU3274'LINCOLN AVENUE, TURN RIGHT ON LINCOLN AVENUE WHICH IS STATE HIGHWAY
 JU3274'420 AND GO E 1.5 MILES TO WATER FRONT AT ESSINGTON, TURN LEFT ON
 JU3274'STATE HIGHWAY 420 AND CONTINUE 1.2 MILES TO RAILROAD CROSSING.
 JU3274'HERE TURN RIGHT AND CONTINUE BETWEEN RAILROAD TRACKS 1 MILE TO A
 JU3274'LITTLE TRAIL LEADING TOWARDS RIVER, TURN RIGHT ON TRAIL AND GO
 JU3274'0.2 MILE, THEN TURN RIGHT JUST NE OF A ROW OF OLD FISHING SHACKS AND
 JU3274'CONTINUE ALONG DIKE 0.3 MILE TO STATION.  THE STATION IS ON DIKE
 JU3274'WHERE IT JUTS OUT INTO RIVER AND E OF SOME OLD FOUNDATIONS AND AN
 JU3274'OLD BARN.  THE MARK IS 16 FEET W OF POINT OF DIKE, 62 FEET SE OF LONE
 JU3274'WILLOW TREE (2-FORKED) AND PROJECTS 3 INCHES.
 JU3274
 JU3274                          STATION RECOVERY (1935)
 JU3274
 JU3274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 JU3274'STATION RECOVERED AS DESCRIBED.  REFERENCE MARK NO. 2 HAS BEEN
 JU3274'DESTROYED BY EROSION OF THE DIKE.  STATION MARK AND REFERENCE
 JU3274'MARK NO. 1 ARE 2-1/2 FEET BELOW PRESENT SURFACE OF DIKE, WHICH HAS
 JU3274'BEEN REBUILT, BUT ARE PROTECTED FROM BURIAL BY BEING SURROUNDED BY
 JU3274'STEEL BARREL SHELLS.  A NEW REFERENCE MARK NO. 3, WAS
 JU3274'ESTABLISHED ON CENTER TOP OF DIKE W OF STATION, ON RANGE WITH
 JU3274'PAULSBORO MUNICIPAL TANK AND A SMALL LIGHTHOUSE ON THE NEW JERSEY
 JU3274'SHORE, FLUSH WITH NEW SURFACE OF DIKE.  THERE IS EVIDENCE THAT
 JU3274'BOTH THE CENTER MARK AND REFERENCE MARK NO. 1 HAVE BEEN DISTURBED
 JU3274'SLIGHTLY DURING CONSTRUCTION OR BY EROSION PREVIOUS TO
 JU3274'REBUILDING OF THE DIKE.
 JU3274'
 JU3274'POSITION OF STATION NOT REDETERMINED.
 JU3274
 JU3274                          STATION RECOVERY (1946)
 JU3274
 JU3274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3274'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 JU3274'ORIGINAL DESCRIPTION AND THE 1935 RECOVERY NOTES ARE ADEQUATE.
 JU3274'DISTANCES TO REFERENCE MARKS WERE MEASURED AND FOUND TO BE CORRECT.
 JU3274
 JU3274                          STATION RECOVERY (1960)
 JU3274
 JU3274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CFO)
 JU3274'THIS STATION SEARCHED FOR AND NOT RECOVERED, THE AREA HAS BEEN FILLED
 JU3274'BY A DREDGE IN 1942, COVERING STATION AND ALL OTHER
 JU3274'IDENTIFICATION POINTS IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3651 ***********************************************************************
 KV3651  DESIGNATION -  FOUNT PHELCO 1974
 KV3651  PID         -  KV3651
 KV3651  STATE/COUNTY-  PA/BUCKS
 KV3651  USGS QUAD   -  DOYLESTOWN (1992)
 KV3651
 KV3651                         *CURRENT SURVEY CONTROL
 KV3651  ___________________________________________________________________
 KV3651* NAD 83(1992)-  40 20 11.96915(N)    075 09 20.73399(W)     ADJUSTED  
 KV3651* NAVD 88     -       131.8    (meters)     432.     (feet)  VERTCON   
 KV3651  ___________________________________________________________________
 KV3651  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 KV3651  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KV3651
 KV3651  HORZ ORDER  -  FIRST
 KV3651
 KV3651.The horizontal coordinates were established by classical geodetic methods
 KV3651.and adjusted by the National Geodetic Survey in June 2002..
 KV3651
 KV3651.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV3651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV3651
 KV3651.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3651
 KV3651.The geoid height was determined by GEOID03.
 KV3651
 KV3651;                    North         East     Units Scale Factor Converg.
 KV3651;SPC PA S     -   114,641.383   820,400.242   MT  0.99996147   +1 40 59.3
 KV3651;SPC PA S     -   376,119.27  2,691,596.46   sFT  0.99996147   +1 40 59.3
 KV3651;SPC NJ       -   167,098.852    94,283.516   MT  0.99993820   -0 25 28.1
 KV3651;SPC NJ       -   548,223.48    309,328.50   sFT  0.99993820   -0 25 28.1
 KV3651;UTM  18      - 4,465,135.704   486,769.942   MT  0.99960215   -0 06 03.0
 KV3651
 KV3651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3651!SPC PA S     -   0.99998467  x   0.99996147  =   0.99994614
 KV3651!SPC NJ       -   0.99998467  x   0.99993820  =   0.99992287
 KV3651!UTM  18      -   0.99998467  x   0.99960215  =   0.99958683
 KV3651
 KV3651|---------------------------------------------------------------------|
 KV3651| PID    Reference Object                     Distance      Geod. Az  |
 KV3651|                                                           dddmmss.s |
 KV3651| KV3652 FOUNT A PHELCO 1974                  26.208 METERS 03726     |
 KV3651| KV3656 GROSS 2                             APPROX. 4.1 KM 3515909.7 |
 KV3651|---------------------------------------------------------------------|
 KV3651
 KV3651                          SUPERSEDED SURVEY CONTROL
 KV3651
 KV3651  NAD 83(1996)-  40 20 11.96884(N)    075 09 20.73390(W) AD(       ) 1
 KV3651  NAD 83(1986)-  40 20 11.96614(N)    075 09 20.73704(W) AD(       ) 1
 KV3651  NAD 27      -  40 20 11.58147(N)    075 09 22.11494(W) AD(       ) 1
 KV3651  NGVD 29 (07/19/86)  132.1    (m)          433.     (f) VERT ANG       
 KV3651
 KV3651.Superseded values are not recommended for survey control.
 KV3651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3651.See file dsdata.txt to determine how the superseded data were derived.
 KV3651
 KV3651_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8677065136(NAD 83)
 KV3651_MARKER: DD = SURVEY DISK
 KV3651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV3651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3651+STABILITY: SURFACE MOTION
 KV3651
 KV3651  HISTORY     - Date     Condition        Report By
 KV3651  HISTORY     - 1974     MONUMENTED       PHELCO
 KV3651  HISTORY     - 19950828 GOOD             USPSQD
 KV3651  HISTORY     - 19990307 GOOD             USPSQD
 KV3651  HISTORY     - 19991205 GOOD             USPSQD
 KV3651  HISTORY     - 19991229 GOOD             USPSQD
 KV3651
 KV3651                          STATION DESCRIPTION
 KV3651
 KV3651'DESCRIBED BY PHILADELPHIA ELECTRIC COMPANY 1974
 KV3651'THE STATION IS LOCATED ON THE GROUNDS OF THE UNITARIAN FELLOWSHIP
 KV3651'CHURCH OF BUCKS CO., ON FERRY RD. IN DOYLESTOWN TWP., BUCKS CO.,
 KV3651'2.1 MI. N.W. OF THE BUCKS CO. COURTHOUSE AT DOYLESTOWN.  IT IS 47
 KV3651'FEET N.W. OF THE PHYSICAL CENTERLINE OF FERRY RD., 9.6 FEET N. OF
 KV3651'THE S.E. CORNER OF THE CHURCH BLDG., 34.7 FEET S.E. OF THE N.W.
 KV3651'CORNER OF THE CHURCH BLDG., AND 76 FEET S.E. OF THE S.E. CORNER
 KV3651'OF A STONE CEMETARY WALL.
 KV3651'
 KV3651'THE SURFACE MARK IS A 2-1/2 INCH BRONZE DISK IN AN 18 INCH DIAMETER
 KV3651'CONCRETE MONUMENT SET FLUSH WITH THE SURFACE OF THE GROUND.  SURFACE
 KV3651'AND UNDERGROUND DISKS ARE STAMPED FOUNT P.E. CO. 1974.
 KV3651'
 KV3651'TO REACH THE STATION FROM THE BUCKS CO. COURTHOUSE ON U.S. RTE. 611
 KV3651'IN DOYLESTOWN, PROCEED N. ON RTE. 611 1.14 MI. TO PA. RTE. 313 AT
 KV3651'CROSS KEYS.  TURN LEFT, PROCEED N.W. ON RTE. 313 APPROX. 1.44 MILES
 KV3651'TO FERRY RD. AT FOUNTAINVILLE.  TURN LEFT, PROCEED S.W. ON FERRY
 KV3651'RD. 0.40 MI. TO THE CHURCH AND THE STATION ON THE RIGHT.
 KV3651'
 KV3651'NEAREST TOWN--DOYLESTOWN.
 KV3651
 KV3651                          STATION RECOVERY (1995)
 KV3651
 KV3651'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3651'RECOVERED IN GOOD CONDITION.
 KV3651
 KV3651                          STATION RECOVERY (1999)
 KV3651
 KV3651'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV3651'RECOVERED IN GOOD CONDITION.
 KV3651
 KV3651                          STATION RECOVERY (1999)
 KV3651
 KV3651'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV3651'RECOVERED IN GOOD CONDITION.
 KV3651
 KV3651                          STATION RECOVERY (1999)
 KV3651
 KV3651'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV3651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2379 ***********************************************************************
 MA2379  DESIGNATION -  FOUR MILE
 MA2379  PID         -  MA2379
 MA2379  STATE/COUNTY-  PA/MCKEAN
 MA2379  USGS QUAD   -  CORNPLANTER BRIDGE (1973)
 MA2379
 MA2379                         *CURRENT SURVEY CONTROL
 MA2379  ___________________________________________________________________
 MA2379* NAD 83(1992)-  41 46 51.09802(N)    078 56 21.76499(W)     ADJUSTED  
 MA2379* NAVD 88     -       649.     (meters)    2129.     (feet)  SCALED    
 MA2379  ___________________________________________________________________
 MA2379  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 MA2379  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 MA2379
 MA2379  HORZ ORDER  -  THIRD
 MA2379
 MA2379.The horizontal coordinates were established by classical geodetic methods
 MA2379.and adjusted by the National Geodetic Survey in June 2002..
 MA2379
 MA2379.The orthometric height was scaled from a topographic map.
 MA2379
 MA2379.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2379
 MA2379.The geoid height was determined by GEOID03.
 MA2379
 MA2379;                    North         East     Units Scale Factor Converg.
 MA2379;SPC PA N     -   179,944.112   501,127.051   MT  0.99997692   -0 47 12.6
 MA2379;SPC PA N     -   590,366.64  1,644,114.33   sFT  0.99997692   -0 47 12.6
 MA2379;UTM  17      - 4,627,498.091   671,244.191   MT  0.99996086   +1 22 23.8
 MA2379
 MA2379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2379!SPC PA N     -   0.99990330  x   0.99997692  =   0.99988022
 MA2379!UTM  17      -   0.99990330  x   0.99996086  =   0.99986416
 MA2379
 MA2379:                Primary Azimuth Mark                     Grid Az
 MA2379:SPC PA N     -  COAL KNOB LOT USGS 1967                  334 08 41.6
 MA2379:UTM  17      -  COAL KNOB LOT USGS 1967                  331 59 05.2
 MA2379
 MA2379|---------------------------------------------------------------------|
 MA2379| PID    Reference Object                     Distance      Geod. Az  |
 MA2379|                                                           dddmmss.s |
 MA2379| MA2377 COAL KNOB LOT USGS 1967             APPROX. 6.9 KM 3332129.0 |
 MA2379|---------------------------------------------------------------------|
 MA2379
 MA2379                          SUPERSEDED SURVEY CONTROL
 MA2379
 MA2379  NAD 83(1996)-  41 46 51.09842(N)    078 56 21.76469(W) AD(       ) 3
 MA2379  NAD 83(1986)-  41 46 51.09981(N)    078 56 21.76382(W) AD(       ) 3
 MA2379  NAD 27      -  41 46 50.85628(N)    078 56 22.61092(W) AD(       ) 3
 MA2379
 MA2379.Superseded values are not recommended for survey control.
 MA2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2379.See file dsdata.txt to determine how the superseded data were derived.
 MA2379
 MA2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG7124427498(NAD 83)
 MA2379_MARKER: DD = SURVEY DISK
 MA2379_SETTING: 66 = SET IN ROCK OUTCROP
 MA2379_SP_SET: SET IN ROCK OUTCROP
 MA2379_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA2379+STABILITY: POSITION/ELEVATION WELL
 MA2379
 MA2379  HISTORY     - Date     Condition        Report By
 MA2379  HISTORY     - 1926     MONUMENTED       USGS
 MA2379  HISTORY     - 20021010 MARK NOT FOUND   USPSQD
 MA2379
 MA2379                          STATION DESCRIPTION
 MA2379
 MA2379'DESCRIBED BY US GEOLOGICAL SURVEY 1926
 MA2379'LOCATED IN HAMILTON TOWNSHIP.
 MA2379'
 MA2379'ON RIDGE WHICH FORMS THE DIVIDE BETWEEN THE HEAD OF FOUR MILE CREEK
 MA2379'AND KINZUA CREEK, ABOUT 3.5 MI N. OF VILLAGE OF LUDLOW AND 2.0 MI SW.
 MA2379'OF DUNKLE CORNERS, ON KINZUA CREEK.  STATION IS BETWEEN THE HEADS OF
 MA2379'TW PRONGS OF SOUTH FORK OF FOUR MILE CREEK TO W., DUTCHMANS RUN TO
 MA2379'THE NE. AND PRONGS OF MUD LICK RUN TO THE E.
 MA2379'
 MA2379'AN OLD PLANK RD. LEAVES THE SHEFFIELD-KANE STATE HIGHWAY AND 0.2 MI
 MA2379'NW. OF WARREN-MCKEAN COUNTY LINE POST AND FOLLOWS UP THE W. SIDE OF
 MA2379'COUNTY LINE HOLLOW PAST ON AN OLD ABANDONED FARM AND TOPS THE RIDGE
 MA2379'ABOUT 600 FT E. OF STATION AND CONTINUES ON INTO THE KINZUA CREEK
 MA2379'VALLEY.
 MA2379'
 MA2379'SIGNAL, FLAG IN TOP OF 2-FT PINE TREE WHICH IS THE TALLEST AND
 MA2379'EASTERNMOST OF THREE PINES WHICH FORM A ROUGH TRIANGLE AND ARE ABOUT
 MA2379'200 FT APART.
 MA2379'
 MA2379'STATION MARK, STANDARD DISK IN 7- BY 8- BY 30-IN. SANDSTONE, SET IN
 MA2379'GROUND, 9.3 FT, N 73 DEG 53 MIN E, FROM SIGNAL TREE.
 MA2379'
 MA2379'INSTRUMENT OVER STATION MARK.
 MA2379
 MA2379                          STATION RECOVERY (2002)
 MA2379
 MA2379'RECOVERY NOTE BY US POWER SQUADRON 2002 (DW)
 MA2379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0180 ***********************************************************************
 ND0180  DESIGNATION -  FOUR MILE CREEK LSC 1975
 ND0180  PID         -  ND0180
 ND0180  STATE/COUNTY-  PA/ERIE
 ND0180  USGS QUAD   -  ERIE NORTH (1996)
 ND0180
 ND0180                         *CURRENT SURVEY CONTROL
 ND0180  ___________________________________________________________________
 ND0180* NAD 83(1992)-  42 09 34.96344(N)    080 01 48.77622(W)     ADJUSTED  
 ND0180* NAVD 88     -       175.     (meters)     574.     (feet)  VERTCON   
 ND0180  ___________________________________________________________________
 ND0180  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 ND0180  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 ND0180
 ND0180  HORZ ORDER  -  THIRD
 ND0180
 ND0180.The horizontal coordinates were established by classical geodetic methods
 ND0180.and adjusted by the National Geodetic Survey in June 2002..
 ND0180.No horizontal observational check was made to the station.
 ND0180
 ND0180.The NAVD 88 height was computed by applying the VERTCON shift value to
 ND0180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ND0180
 ND0180.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0180
 ND0180.The geoid height was determined by GEOID03.
 ND0180
 ND0180;                    North         East     Units Scale Factor Converg.
 ND0180;SPC PA N     -   223,826.081   411,569.624   MT  1.00004078   -1 30 30.4
 ND0180;SPC PA N     -   734,336.07  1,350,291.34   sFT  1.00004078   -1 30 30.4
 ND0180;UTM  17      - 4,667,964.220   580,114.475   MT  0.99967897   +0 39 03.4
 ND0180
 ND0180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ND0180!SPC PA N     -   0.99997806  x   1.00004078  =   1.00001884
 ND0180!UTM  17      -   0.99997806  x   0.99967897  =   0.99965703
 ND0180
 ND0180                          SUPERSEDED SURVEY CONTROL
 ND0180
 ND0180  NAD 83(1996)-  42 09 34.96511(N)    080 01 48.77627(W) AD(       ) 3
 ND0180  NAD 83(1995)-  42 09 34.96458(N)    080 01 48.77395(W) AD(       ) 3
 ND0180  NAD 83(1986)-  42 09 34.96535(N)    080 01 48.77439(W) AD(       ) 3
 ND0180  NAD 27      -  42 09 34.73287(N)    080 01 49.52416(W) AD(       ) 3
 ND0180  NGVD 29 (07/19/86)  175.     (m)          574.     (f) VERT ANG       
 ND0180
 ND0180.Superseded values are not recommended for survey control.
 ND0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0180.See file dsdata.txt to determine how the superseded data were derived.
 ND0180
 ND0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG8011467964(NAD 83)
 ND0180_MARKER: DS = TRIANGULATION STATION DISK
 ND0180_SETTING: 0 = UNSPECIFIED SETTING
 ND0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ND0180
 ND0180  HISTORY     - Date     Condition        Report By
 ND0180  HISTORY     - 1975     MONUMENTED       USLS
 ND0180
 ND0180                          STATION DESCRIPTION
 ND0180
 ND0180'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 ND0180'THIRD ORDER, CLASS I, EODM TRAVERSE STATION - POSITIONED DIRECT
 ND0180'BY RANGE/AZIMUTH OBSERVATIONS FROM ERIE HARBOR LSC, 1975
 ND0180'
 ND0180'STATION IS LOCATED ABOUT 3-1/2 MILES EAST OF ERIE, PA. ON A
 ND0180'POINT ON THE WEST SIDE OF THE MOUTH OF FOUR MILE CREEK AT LAKE ERIE.
 ND0180'
 ND0180'STATION IS BEST REACHED BY SMALL BOAT, LANDING ON THE WEST SIDE
 ND0180'OF THE BANK OF THE MOUTH OF FOUR MILE CREEK AT LAKE ERIE.  STATION
 ND0180'MAY BE REACHED BY VEHICLE BY PROCEEDING EAST ON PA. ALT. RTE. 5,
 ND0180'3.6 MILES FROM DOWNTOWN ERIE (PERRY SQUARE), TO THE ENTRANCE TO
 ND0180'THE LAWRENCE PARK GOLF CLUB, MARKED BY A SIGN.  TURN LEFT, NORTH,
 ND0180'AND CONTINUE 0.8 MILES ALONG THE GOLF COURSE ACCESS ROAD, AND
 ND0180'PROCEED TO A PARKING AREA AT THE WATERS EDGE.  CONTINUE ON
 ND0180'FOOT, WEST, ABOUT 100 YARDS TO FOUR MILE CREEK, CROSS CREEK,
 ND0180'(NO BRIDGE), AND PROCEED NORTHERLY TO THE POINT AT THE MOUTH AND
 ND0180'THE STATION.
 ND0180'
 ND0180'STATION IS A STANDARD NOS BRONZE DISK STAMPED FOUR MILE CREEK LSC
 ND0180'1975, EPOXIED TO A SOLID IRREGULAR SHAPED FLAT STONE, AND IS 32
 ND0180'FEET SOUTH OF A GROUP OF EIGHT WILLOW TREES, ABOUT 28 FEET FROM
 ND0180'THE PRESENT CREEKS WATERS EDGE, AND ABOUT 8 FEET NORTH OF A
 ND0180'SINGLE 18 INCH WILLOW.  NO OTHER REFERENCES WERE AVAILABLE.
 ND0180'
 ND0180'NO REFERENCE MARKS WERE SET.  STATION AFFORDS GOOD VISIBILITY
 ND0180'SEAWARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2199 ***********************************************************************
 MA2199  DESIGNATION -  FOWLER
 MA2199  PID         -  MA2199
 MA2199  STATE/COUNTY-  PA/MCKEAN
 MA2199  USGS QUAD   -  ELDRED (1981)
 MA2199
 MA2199                         *CURRENT SURVEY CONTROL
 MA2199  ___________________________________________________________________
 MA2199* NAD 83(1992)-  41 54 58.34342(N)    078 25 25.88752(W)     ADJUSTED  
 MA2199* NAVD 88     -       669.0    (meters)    2195.     (feet)  VERTCON   
 MA2199  ___________________________________________________________________
 MA2199  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 MA2199  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 MA2199
 MA2199  HORZ ORDER  -  SECOND
 MA2199
 MA2199.The horizontal coordinates were established by classical geodetic methods
 MA2199.and adjusted by the National Geodetic Survey in June 2002..
 MA2199
 MA2199.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2199
 MA2199.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2199
 MA2199.The geoid height was determined by GEOID03.
 MA2199
 MA2199;                    North         East     Units Scale Factor Converg.
 MA2199;SPC PA N     -   194,515.380   544,098.057   MT  0.99999469   -0 26 44.8
 MA2199;SPC PA N     -   638,172.54  1,785,095.04   sFT  0.99999469   -0 26 44.8
 MA2199;UTM  17      - 4,643,682.424   713,637.515   MT  1.00016165   +1 43 17.8
 MA2199
 MA2199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2199!SPC PA N     -   0.99990009  x   0.99999469  =   0.99989478
 MA2199!UTM  17      -   0.99990009  x   1.00016165  =   1.00006172
 MA2199
 MA2199|---------------------------------------------------------------------|
 MA2199| PID    Reference Object                     Distance      Geod. Az  |
 MA2199|                                                           dddmmss.s |
 MA2199| CJ9805 FOWLER RM 1                          24.635 METERS 07309     |
 MA2199| CJ9806 FOWLER RM 2                          25.233 METERS 17707     |
 MA2199| MA2311 REW                                 APPROX.10.2 KM 2590213.5 |
 MA2199| NC1026 KNAPP CREEK ATT RELAY TOWER         APPROX.12.6 KM 3230858.9 |
 MA2199|---------------------------------------------------------------------|
 MA2199
 MA2199                          SUPERSEDED SURVEY CONTROL
 MA2199
 MA2199  NAD 83(1996)-  41 54 58.34334(N)    078 25 25.88771(W) AD(       ) 2
 MA2199  NAD 83(1986)-  41 54 58.34522(N)    078 25 25.88489(W) AD(       ) 2
 MA2199  NAD 27      -  41 54 58.11550(N)    078 25 26.81643(W) AD(       ) 2
 MA2199  NGVD 29 (07/19/86)  669.1    (m)         2195.     (f) VERT ANG       
 MA2199
 MA2199.Superseded values are not recommended for survey control.
 MA2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2199.See file dsdata.txt to determine how the superseded data were derived.
 MA2199
 MA2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG1363843682(NAD 83)
 MA2199_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2199_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MA2199
 MA2199  HISTORY     - Date     Condition        Report By
 MA2199  HISTORY     - 1967     MONUMENTED       CGS
 MA2199  HISTORY     - 20011015 GOOD             USPSQD
 MA2199
 MA2199                          STATION DESCRIPTION
 MA2199
 MA2199'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 MA2199'NO MEASUREMENT WAS MADE BETWEEN REFERENCE MARKS NO. 1 AND 2 DUE TO
 MA2199'TREES ON LINE.
 MA2199'
 MA2199'THE STATION IS LOCATED ON A HIGH WOODED HILL ON PROPERTY OWNED BY THE
 MA2199'WEST VIRGINIA PULP AND PAPER COMPANY, (OFFICE AT COUDERSPORT,
 MA2199'PA.) ABOUT 10 MILES NORTHWEST OF PORT ALLEGANY, 7-1/2 MILES
 MA2199'NORTH-NORTHEAST OF SMETHPORT, 3-1/2 MILES SOUTHWEST OF ELDRED AND
 MA2199'2-1/2 MILES NORTHWEST OF CORYVILLE.
 MA2199'
 MA2199'TO REACH THE STATION FROM THE POST OFFICE IN CORYVILLE, GO WEST ON
 MA2199'STATE HIGHWAY 446 FOR 0.25 MILE TO MOODY HOLLOW ROAD 372 ON THE
 MA2199'RIGHT.  TURN RIGHT AND GO IN A NORTH AND WEST DIRECTION ON THE PAVED
 MA2199'AND GRAVELED ROAD FOR 4.9 MILES TO THE TOP OF THE HILL AND A SIDE
 MA2199'ROAD RIGHT.  TURN RIGHT AND GO ABOUT 20 FEET TO A FORK.  KEEP RIGHT
 MA2199'AND GO 1.15 MILES TO A FORK.  KEEP RIGHT AND GO 1.8 MILES TO A
 MA2199'FORK.  KEEP LEFT AND GO 150 FEET TO A DIM TRACK ROAD RIGHT.  TURN
 MA2199'RIGHT AND GO 0.25 MILE TO THE STATION ON THE LEFT.
 MA2199'
 MA2199'THE STATION MARK IS A STANDARD DISK STAMPED FOWLER 1967, SET IN THE
 MA2199'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4
 MA2199'INCHES ABOVE THE GROUND.  IT IS 53 FEET NORTHWEST OF THE CENTER OF A
 MA2199'TRACK ROAD AND 5.5 FEET WEST-NORTHWEST OF A METAL WITNESS POST.
 MA2199'THE MONUMENT IS LEANING TO THE SOUTH.
 MA2199'
 MA2199'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED FOWLER NO 1 1967, SET
 MA2199'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 MA2199'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 29 FEET NORTH-NORTHWEST OF
 MA2199'THE CENTER OF THE TRACK ROAD, 1.4 FEET SOUTH-SOUTHWEST OF A METAL
 MA2199'WITNESS POST AND 2 FEET HIGHER THAN THE STATION MARK.
 MA2199'
 MA2199'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED FOWLER NO 2 1967, SET
 MA2199'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 MA2199'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 25 FEET WEST OF THE CENTER
 MA2199'OF THE TRACK ROAD AND ABOUT 2 FEET HIGHER THAN THE STATION MARK.
 MA2199'
 MA2199'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 MA2199'
 MA2199'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 MA2199
 MA2199                          STATION RECOVERY (2001)
 MA2199
 MA2199'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA2199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0070 ***********************************************************************
 MB0070  DESIGNATION -  FOX
 MB0070  PID         -  MB0070
 MB0070  STATE/COUNTY-  PA/CRAWFORD
 MB0070  USGS QUAD   -  GENEVA (1990)
 MB0070
 MB0070                         *CURRENT SURVEY CONTROL
 MB0070  ___________________________________________________________________
 MB0070* NAD 83(1992)-  41 35 52.20933(N)    080 09 45.98684(W)     ADJUSTED  
 MB0070* NAVD 88     -       409.039  (meters)    1341.99   (feet)  ADJUSTED  
 MB0070  ___________________________________________________________________
 MB0070  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 MB0070  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MB0070  DYNAMIC HT  -         408.870 (meters)    1341.43  (feet)  COMP
 MB0070  MODELED GRAV-     980,198.8   (mgal)                       NAVD 88
 MB0070
 MB0070  HORZ ORDER  -  SECOND
 MB0070  VERT ORDER  -  SECOND    CLASS 0
 MB0070
 MB0070.The horizontal coordinates were established by classical geodetic methods
 MB0070.and adjusted by the National Geodetic Survey in June 2002..
 MB0070
 MB0070.The orthometric height was determined by differential leveling
 MB0070.and adjusted by the National Geodetic Survey in June 1991..
 MB0070
 MB0070.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB0070
 MB0070.The geoid height was determined by GEOID03.
 MB0070
 MB0070.The dynamic height is computed by dividing the NAVD 88
 MB0070.geopotential number by the normal gravity value computed on the
 MB0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0070.degrees latitude (g = 980.6199 gals.).
 MB0070
 MB0070.The modeled gravity was interpolated from observed gravity values.
 MB0070
 MB0070;                    North         East     Units Scale Factor Converg.
 MB0070;SPC PA N     -   161,739.390   398,879.803   MT  0.99996178   -1 35 46.1
 MB0070;SPC PA N     -   530,639.98  1,308,658.15   sFT  0.99996178   -1 35 46.1
 MB0070;UTM  17      - 4,605,464.424   569,772.221   MT  0.99965991   +0 33 21.1
 MB0070
 MB0070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB0070!SPC PA N     -   0.99994113  x   0.99996178  =   0.99990291
 MB0070!UTM  17      -   0.99994113  x   0.99965991  =   0.99960106
 MB0070
 MB0070|---------------------------------------------------------------------|
 MB0070| PID    Reference Object                     Distance      Geod. Az  |
 MB0070|                                                           dddmmss.s |
 MB0070| MB0071 FOX RM 1                             16.783 METERS 11102     |
 MB0070| MB1492 FOX RM 2                             12.012 METERS 20041     |
 MB0070| MB1857 GENEVA KEYSTONE ORD STANDPIPE       APPROX. 8.2 KM 2102613.2 |
 MB0070| MB1859 GENEVA KEYSTONE ORD CEN TANK        APPROX. 8.4 KM 2201826.3 |
 MB0070| MB1866 ATLANTIC ATT MICROWAVE MAST         APPROX.15.9 KM 2303202.2 |
 MB0070| MB0069 FOX AZ MK                                          3091700.6 |
 MB0070| MB1863 MEADVILLE RADIO STA WMGW MAST       APPROX. 3.7 KM 3442432.3 |
 MB0070|---------------------------------------------------------------------|
 MB0070
 MB0070                          SUPERSEDED SURVEY CONTROL
 MB0070
 MB0070  NAD 83(1995)-  41 35 52.21439(N)    080 09 45.99042(W) AD(       ) 2
 MB0070  NAD 83(1986)-  41 35 52.21551(N)    080 09 45.99122(W) AD(       ) 2
 MB0070  NAD 27      -  41 35 52.02320(N)    080 09 46.77513(W) AD(       ) 2
 MB0070  NGVD 29 (??/??/92)  409.212  (m)         1342.56   (f) ADJ UNCH    2 0
 MB0070
 MB0070.Superseded values are not recommended for survey control.
 MB0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0070.See file dsdata.txt to determine how the superseded data were derived.
 MB0070
 MB0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG6977205464(NAD 83)
 MB0070_MARKER: DS = TRIANGULATION STATION DISK
 MB0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0070_STAMPING: FOX 1961
 MB0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0070+STABILITY: SURFACE MOTION
 MB0070
 MB0070  HISTORY     - Date     Condition        Report By
 MB0070  HISTORY     - 1961     MONUMENTED       CGS
 MB0070  HISTORY     - 1961     GOOD             CGS
 MB0070  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MB0070
 MB0070                          STATION DESCRIPTION
 MB0070
 MB0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 MB0070'THE STATION IS LOCATED ABOUT 7.0 MILES EAST OF CONNEAUT LAKE, 2-1/2
 MB0070'MILES SOUTH OF MEADVILLE AND ON PROPERTY OWNED BY MR. T.W. FOX.
 MB0070'
 MB0070'TO REACH THE STATION FROM THE INTERSECTION OF CHESTNUT STREET AND
 MB0070'PARK AVENUE IN MEADVILLE, GO SOUTHERLY ON U.S. HIGHWAY 19 WHICH IS
 MB0070'PARK AVENUE FOR 1.0 MILE TO THE NORTH END OF BRIDGE OVER RAILROAD
 MB0070'TRACKS AND FENCH CREEK, CONTINUE 0.6 MILE TO A CROSSROAD, TURN LEFT
 MB0070'AND GO SOUTH ON COUNTY ROUTE 20112 FOR 1.48 MILES TO THE AZIMUTH MARK
 MB0070'ON THE LEFT, CONTINUE SOUTH ON COUNTY ROUTE 20112 FOR 0.35 MILE TO
 MB0070'A FIELD ROAD LEFT, TURN LEFT AND GO EAST ON FIELD ROAD FOR 0.15 MILE
 MB0070'TO THE STATION ON THE LEFT IN FENCE LINE.
 MB0070'
 MB0070'STATION, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE MONUMENT
 MB0070'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND, STAMPED FOX 1961.  IT
 MB0070'IS 117.0 FEET WEST OF A 8-INCH WILD CHERRY TREE AND 2.6 FEET SOUTH OF
 MB0070'A EAST AND WEST FENCE LINE.
 MB0070'
 MB0070'REFERENCE MARK 1, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 MB0070'CYLINDER WHICH PROJECTS ABOUT 1-INCH ABOVE THE SURFACE OF THE GROUND,
 MB0070'STAMPED FOX NO 1 1961.  IT IS 82.3 FEET SOUTH-SOUTHWEST OF A 8-INCH
 MB0070'WILD CHERRY TREE, 2.2 FEET NORTH OF A EAST AND WEST FENCE LINE AND
 MB0070'IS ABOUT THE SAME ELEVATION AS THE STATION.
 MB0070'
 MB0070'REFERENCE MARK 2, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 MB0070'CYLINDER WHICH PROJECTS ABOUT 1-INCH ABOVE THE SURFACE OF THE GROUND,
 MB0070'STAMPED FOX NO 2 1961.  IT IS 1.7 FEET NORTH OF A EAST AND WEST FENCE
 MB0070'LINE AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 MB0070'
 MB0070'AZIMUTH MARK, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 MB0070'CYLINDER WHICH PROJECTS ABOUT 1-INCH ABOVE THE SURFACE OF THE
 MB0070'GROUND, STAMPED FOX 1961.  IT IS 20.2 FEET NORTHEAST OF THE
 MB0070'APPROXIMATE CENTER OF COUNTY ROUTE 20112, 5.3 FEET
 MB0070'WEST-NORTHWEST OF POWERLINE POLE NUMBER E 24 AND 3.1 FEET NORTHWEST
 MB0070'OF A STANDARD METAL WITNESS POST AND MARKER.  BUILDING
 MB0070'FOREMAN- ALBERT SULFRIDGE.
 MB0070'
 MB0070'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 MB0070
 MB0070                          STATION RECOVERY (1961)
 MB0070
 MB0070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 MB0070'2 MI SW FROM MEADVILLE.
 MB0070'ABOUT 1.45 MILES SOUTHWEST ALONG COUNTY HIGHWAY 20112 FROM THE
 MB0070'JUNCTION OF COUNTY HIGHWAY 20112 AND U.S. HIGHWAY 322 AT THE SOUTH
 MB0070'EDGE OF MEADVILLE AT THE STATE HIGHWAY DEPARTMENT BUILDING, THENCE
 MB0070'0.4 MILE EAST ON A FIELD ROAD TO THE TOP OF THE RIDGE AND MARK,
 MB0070'117.0 FEET WEST OF AN 8-INCH WILD CHERRY TREE AND 2.6 FEET SOUTH
 MB0070'OF AN EAST AND WEST FENCELINE.  SET IN TOP OF A SQUARE CONCRETE
 MB0070'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 MB0070'55.1 FEET NORTH-NORTHWEST OF REFERENCE MARK 1 AND 39.4 FEET NORTH
 MB0070'OF REFERENCE MARK 2.
 MB0070
 MB0070                          STATION RECOVERY (1967)
 MB0070
 MB0070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MB0070'THE STATION AND ALL MARKS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 MB0070'1961 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1934 ***********************************************************************
 LZ1934  DESIGNATION -  FOX
 LZ1934  PID         -  LZ1934
 LZ1934  STATE/COUNTY-  PA/LYCOMING
 LZ1934  USGS QUAD   -  PICTURE ROCKS (1983)
 LZ1934
 LZ1934                         *CURRENT SURVEY CONTROL
 LZ1934  ___________________________________________________________________
 LZ1934* NAD 83(1992)-  41 17 34.75452(N)    076 40 47.68700(W)     ADJUSTED  
 LZ1934* NAVD 88     -       382.     (meters)    1253.     (feet)  VERTCON   
 LZ1934  ___________________________________________________________________
 LZ1934  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 LZ1934  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 LZ1934
 LZ1934  HORZ ORDER  -  SECOND
 LZ1934
 LZ1934.The horizontal coordinates were established by classical geodetic methods
 LZ1934.and adjusted by the National Geodetic Survey in June 2002..
 LZ1934
 LZ1934.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1934
 LZ1934.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1934
 LZ1934.The geoid height was determined by GEOID03.
 LZ1934
 LZ1934;                    North         East     Units Scale Factor Converg.
 LZ1934;SPC PA N     -   125,635.656   689,626.166   MT  0.99995919   +0 42 28.5
 LZ1934;SPC PA N     -   412,189.65  2,262,548.51   sFT  0.99995919   +0 42 28.5
 LZ1934;UTM  18      - 4,572,643.247   359,341.580   MT  0.99984349   -1 06 31.6
 LZ1934
 LZ1934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1934!SPC PA N     -   0.99994524  x   0.99995919  =   0.99990444
 LZ1934!UTM  18      -   0.99994524  x   0.99984349  =   0.99978874
 LZ1934
 LZ1934:                Primary Azimuth Mark                     Grid Az
 LZ1934:SPC PA N     -  EAGLES MERE ATT MICROWAVE TWR            041 12 10.0
 LZ1934:UTM  18      -  EAGLES MERE ATT MICROWAVE TWR            043 01 10.1
 LZ1934
 LZ1934|---------------------------------------------------------------------|
 LZ1934| PID    Reference Object                     Distance      Geod. Az  |
 LZ1934|                                                           dddmmss.s |
 LZ1934| LZ1923 EAGLES MERE ATT MICROWAVE TWR       APPROX.16.9 KM 0415438.5 |
 LZ1934| LZ1935 FOX 1969 RM 1                         6.302 METERS 04501     |
 LZ1934| LZ1928 NORTH MOUNTAIN NW RADAR TOWER       APPROX.11.0 KM 0740838.5 |
 LZ1934| LZ1925 NORTH MOUNTAIN SE RADAR TOWER       APPROX.11.0 KM 0742056.2 |
 LZ1934| LZ1927 NORTH MOUNTAIN FIRE TOWER 2         APPROX.10.9 KM 0742258.6 |
 LZ1934| LZ1929 STRAW                               APPROX. 5.9 KM 0792050.2 |
 LZ1934| CB3344 FOX RM 2                              7.142 METERS 14706     |
 LZ1934|---------------------------------------------------------------------|
 LZ1934
 LZ1934                          SUPERSEDED SURVEY CONTROL
 LZ1934
 LZ1934  NAD 83(1986)-  41 17 34.75237(N)    076 40 47.68431(W) AD(       ) 2
 LZ1934  NAD 27      -  41 17 34.46744(N)    076 40 48.84301(W) AD(       ) 2
 LZ1934  NGVD 29 (07/19/86)  382.     (m)         1253.     (f) VERT ANG       
 LZ1934
 LZ1934.Superseded values are not recommended for survey control.
 LZ1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1934.See file dsdata.txt to determine how the superseded data were derived.
 LZ1934
 LZ1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL5934272643(NAD 83)
 LZ1934_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1934
 LZ1934  HISTORY     - Date     Condition        Report By
 LZ1934  HISTORY     - 1958     MONUMENTED       CGS
 LZ1934  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LZ1934
 LZ1934                          STATION DESCRIPTION
 LZ1934
 LZ1934'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ1934'STATION IS APPROXIMATELY 2.0 MILES NORTHEAST OF PICTURE ROCKS, 0.5
 LZ1934'MILE SOUTHWEST OF MUNCY CREEK, 0.7 MILE NORTH OF GREYS
 LZ1934'RUN CREEK, 0.1 MILE NORTHEAST OF THE HIGHEST POINT OF HILL, ON THE
 LZ1934'SOUTH SIDE OF A GRAVEL ROAD AND ON PROPERTY OWNED BY MR.
 LZ1934'MAX ROBBINS.
 LZ1934'
 LZ1934'TO REACH FROM THE POST OFFICE IN HUGHESVILLE, GO NORTH ON MAIN STREET
 LZ1934'FOR 0.4 MILE TO US. HIGHWAY 220, CONTINUE STRAIGHT AHEAD ON
 LZ1934'U.S. HIGHWAY 220 FOR 0.35 MILE TO A SIDE ROAD ON THE RIGHT, JUST
 LZ1934'AFTER CROSSING MUNCY CREEK, TURN RIGHT AND FOLLOW THE BLACKTOP
 LZ1934'ROAD FOR 3.55 MILES TO A SIDE ROAD ON THE LEFT, JUST AFTER PASSING A
 LZ1934'CEMETERY ON THE RIGHT, TURN LEFT ON DIRT ROAD AND GO
 LZ1934'APPROXIMATELY 125 FEET TO A DIRT ROAD ON THE LEFT, TURN LEFT AND
 LZ1934'FOLLOW THE MAIN ROAD FOR 0.8 MILE TO A SIDE ROAD ON THE
 LZ1934'RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.25 MILE TO A REVERSE FORK, TURN
 LZ1934'SHARP RIGHT AND GO 1.7 MILES TO A SIDE ROAD ON THE LEFT AT TOP
 LZ1934'OF HILL, TURN LEFT AND GO 0.55 MILE TO MR. MAX ROBBINS HOUSE AND
 LZ1934'THE STATION ON THE LEFT.
 LZ1934'
 LZ1934'STATION MARKS ARE STANDARD DISKS STAMPED FOX 1958.  THE SURFACE DISK
 LZ1934'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 LZ1934'INCHES.  IT IS 42 FEET NORTHEAST OF THE NORTHEAST CORNER OF HOUSE AND
 LZ1934'17 FEET SOUTH-SOUTHEAST OF THE CENTER OF GRAVEL ROAD.  THE
 LZ1934'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES
 LZ1934'BELOW THE SURFACE OF THE GROUND.
 LZ1934'
 LZ1934'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FOX NO 1 1958, IS SET
 LZ1934'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 LZ1934'11 FEET SOUTH-SOUTHEAST OF THE CENTER OF A GRAVEL ROAD.
 LZ1934'
 LZ1934'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FOX NO 2 1958, IS SET
 LZ1934'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 LZ1934'44 FEET NORTHEAST OF THE SOUTHEAST CORNER OF HOUSE AND 41 FEET
 LZ1934'SOUTH-SOUTHEAST OF THE CENTER OF A GRAVEL ROAD.
 LZ1934'
 LZ1934'NOTE- THERE WAS NO SUITABLE PLACE TO SET AN AZIMUTH MARK.
 LZ1934
 LZ1934                          STATION RECOVERY (1969)
 LZ1934
 LZ1934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LZ1934'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 LZ1934'AS DESCRIBED AND IN GOOD CONDITION.  THE DISTANCE TO
 LZ1934'REFERENCE MARK NO. 1 AND THE DIRECTION TO REFERENCE MARK NO. 2 FAILED
 LZ1934'TO CHECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1935 ***********************************************************************
 LZ1935  DESIGNATION -  FOX 1969 RM 1
 LZ1935  PID         -  LZ1935
 LZ1935  STATE/COUNTY-  PA/LYCOMING
 LZ1935  USGS QUAD   -  PICTURE ROCKS (1983)
 LZ1935
 LZ1935                         *CURRENT SURVEY CONTROL
 LZ1935  ___________________________________________________________________
 LZ1935* NAD 83(1992)-  41 17 34.89892(N)    076 40 47.49540(W)     ADJUSTED  
 LZ1935* NAVD 88     -       382.0    (meters)    1253.     (feet)  VERTCON   
 LZ1935  ___________________________________________________________________
 LZ1935  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 LZ1935  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 LZ1935
 LZ1935  HORZ ORDER  -  SECOND
 LZ1935
 LZ1935.The horizontal coordinates were established by classical geodetic methods
 LZ1935.and adjusted by the National Geodetic Survey in June 2002..
 LZ1935
 LZ1935.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1935
 LZ1935.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1935
 LZ1935.The geoid height was determined by GEOID03.
 LZ1935
 LZ1935;                    North         East     Units Scale Factor Converg.
 LZ1935;SPC PA N     -   125,640.166   689,630.568   MT  0.99995919   +0 42 28.6
 LZ1935;SPC PA N     -   412,204.44  2,262,562.96   sFT  0.99995919   +0 42 28.6
 LZ1935;UTM  18      - 4,572,647.614   359,346.122   MT  0.99984348   -1 06 31.5
 LZ1935
 LZ1935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1935!SPC PA N     -   0.99994521  x   0.99995919  =   0.99990440
 LZ1935!UTM  18      -   0.99994521  x   0.99984348  =   0.99978870
 LZ1935
 LZ1935:                Primary Azimuth Mark                     Grid Az
 LZ1935:SPC PA N     -  STRAW                                    078 40 26.8
 LZ1935:UTM  18      -  STRAW                                    080 29 26.9
 LZ1935
 LZ1935|---------------------------------------------------------------------|
 LZ1935| PID    Reference Object                     Distance      Geod. Az  |
 LZ1935|                                                           dddmmss.s |
 LZ1935| LZ1929 STRAW                               APPROX. 5.9 KM 0792255.4 |
 LZ1935| LZ1934 FOX                                   6.302 METERS 22501     |
 LZ1935|---------------------------------------------------------------------|
 LZ1935
 LZ1935                          SUPERSEDED SURVEY CONTROL
 LZ1935
 LZ1935  NAD 83(1986)-  41 17 34.89694(N)    076 40 47.49249(W) AD(       ) 2
 LZ1935  NAD 27      -  41 17 34.61186(N)    076 40 48.65146(W) AD(       ) 2
 LZ1935  NGVD 29 (07/19/86)  382.2    (m)         1254.     (f) VERT ANG       
 LZ1935
 LZ1935.Superseded values are not recommended for survey control.
 LZ1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1935.See file dsdata.txt to determine how the superseded data were derived.
 LZ1935
 LZ1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL5934672648(NAD 83)
 LZ1935_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1935_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LZ1935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1935+STABILITY: SURFACE MOTION
 LZ1935
 LZ1935  HISTORY     - Date     Condition        Report By
 LZ1935  HISTORY     - 1969     MONUMENTED       CGS
 LZ1935
 LZ1935                          STATION DESCRIPTION
 LZ1935
 LZ1935'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LZ1935'THE STATION IS ABOUT 4-1/4 MILES NORTHEAST OF HUGHESVILLE, 2 MILES
 LZ1935'NORTHEAST OF PICTURE ROCKS, 1/2 MILE SOUTHEAST OF MUNCY CREEK,
 LZ1935'0.7 MILE NORTH OF GREYS RUN CREEK, 0.1 MILE NORTHEAST OF THE HIGHEST
 LZ1935'POINT OF HILL, ON THE SOUTH SIDE OF GRAVEL ROAD AND ON
 LZ1935'PROPERTY OWNED BY MAX ROBBINS.
 LZ1935'
 LZ1935'TO REACH THE STATION FROM THE POST OFFICE IN HUGHESVILLE, GO NORTH ON
 LZ1935'MAIN STREET FOR 0.4 MILE TO U.S. HIGHWAY 220, CONTINUE
 LZ1935'STRAIGHT AHEAD ON U.S. HIGHWAY 220 FOR 0.35 MILE TO A SIDE ROAD ON
 LZ1935'THE RIGHT, JUST AFTER CROSSING MUNCY CREEK, TURN RIGHT AND
 LZ1935'FOLLOW THE BLACKTOP ROAD FOR 3.55 MILES TO A SIDE ROAD ON THE LEFT,
 LZ1935'JUST AFTER PASSING A CEMETERY ON THE RIGHT, TURN LEFT
 LZ1935'ON DIRT ROAD AND GO APPROXIMATELY 125 FEET TO A DIRT ROAD ON THE
 LZ1935'LEFT, TURN LEFT AND FOLLOW THE MAIN ROAD FOR 0.8 MILE TO A
 LZ1935'SIDE ROAD ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.25
 LZ1935'MILE TO A REVERSE FORK, TURN SHARP RIGHT AND GO 1.7 MILES TO A SIDE
 LZ1935'ROAD ON THE LEFT AT TOP OF HILL, TURN LEFT AND GO 0.55 MILE TO
 LZ1935'MR. MAX ROBBINS HOUSE AND THE STATION ON THE LEFT.
 LZ1935'
 LZ1935'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FOX NO 1 1958, SET IN THE
 LZ1935'TOP OF A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 LZ1935'IT IS 11 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE GRAVEL ROAD.
 LZ1935'
 LZ1935'FOX 1958 IS A STANDARD STATION MARK DISK STAMPED FOX 1958, SET IN THE
 LZ1935'TOP OF A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 LZ1935'IT IS 42 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE AND 17
 LZ1935'FEET SOUTH-SOUTHEAST OF THE CENTER OF THE GRAVEL ROAD.
 LZ1935'
 LZ1935'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FOX NO 2 1958, SET IN THE
 LZ1935'TOP OF A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS
 LZ1935'44 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE AND 41 FEET
 LZ1935'SOUTH-SOUTHEAST OF THE CENTER OF THE GRAVEL ROAD.
 LZ1935'
 LZ1935'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0069 ***********************************************************************
 MB0069  DESIGNATION -  FOX AZ MK
 MB0069  PID         -  MB0069
 MB0069  STATE/COUNTY-  PA/CRAWFORD
 MB0069  USGS QUAD   -  GENEVA (1990)
 MB0069
 MB0069                         *CURRENT SURVEY CONTROL
 MB0069  ___________________________________________________________________
 MB0069* NAD 83(1986)-  41 36 03.     (N)    080 10 04.     (W)     SCALED    
 MB0069* NAVD 88     -       393.737  (meters)    1291.79   (feet)  ADJUSTED  
 MB0069  ___________________________________________________________________
 MB0069  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MB0069  DYNAMIC HT  -         393.574 (meters)    1291.25  (feet)  COMP
 MB0069  MODELED GRAV-     980,197.5   (mgal)                       NAVD 88
 MB0069
 MB0069  VERT ORDER  -  SECOND    CLASS 0
 MB0069
 MB0069.The horizontal coordinates were scaled from a topographic map and have
 MB0069.an estimated accuracy of +/- 6 seconds.
 MB0069
 MB0069.The orthometric height was determined by differential leveling
 MB0069.and adjusted by the National Geodetic Survey in June 1991..
 MB0069
 MB0069.The geoid height was determined by GEOID03.
 MB0069
 MB0069.The dynamic height is computed by dividing the NAVD 88
 MB0069.geopotential number by the normal gravity value computed on the
 MB0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0069.degrees latitude (g = 980.6199 gals.).
 MB0069
 MB0069.The modeled gravity was interpolated from observed gravity values.
 MB0069
 MB0069;                    North         East    Units  Estimated Accuracy
 MB0069;SPC PA N     -   162,080.      398,470.      MT  (+/- 180 meters Scaled)
 MB0069
 MB0069                          SUPERSEDED SURVEY CONTROL
 MB0069
 MB0069  NGVD 29 (??/??/92)  393.910  (m)         1292.35   (f) ADJ UNCH    2 0
 MB0069
 MB0069.Superseded values are not recommended for survey control.
 MB0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0069.See file dsdata.txt to determine how the superseded data were derived.
 MB0069
 MB0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG693057(NAD 83)
 MB0069_MARKER: DZ = AZIMUTH MARK DISK
 MB0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0069_SP_SET: CONC CYLINDER
 MB0069_STAMPING: FOX 1961
 MB0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0069
 MB0069  HISTORY     - Date     Condition        Report By
 MB0069  HISTORY     - 1961     MONUMENTED       CGS
 MB0069  HISTORY     - 20021006 POOR             INDIV
 MB0069
 MB0069                          STATION DESCRIPTION
 MB0069
 MB0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0069'1.5 MI SW FROM MEADVILLE.
 MB0069'ABOUT 1.5 MILES SOUTHWEST ALONG COUNTY ROAD 20112 FROM THE JUNCTION
 MB0069'OF COUNTY ROAD 20112 AND U.S. HIGHWAY 322 AT THE SOUTH EDGE OF
 MB0069'MEADVILLE AT THE STATE HIGHWAY DEPARTMENT BUILDING, 20.2 FEET
 MB0069'NORTHEAST OF THE CENTERLINE OF COUNTY ROAD 20112, 3.1 FEET
 MB0069'NORTHWEST OF A STANDARD METAL WITNESS POST AND MARKER AND 5.3 FEET
 MB0069'NORTHWEST OF POWERLINE POLE NO. E 24.  SET IN TOP OF A 12-CONCRETE
 MB0069'CYLINDER WHICH PROJECTS ABOUT 1-INCH ABOVE THE SURFACE OF THE
 MB0069'GROUND.
 MB0069
 MB0069                          STATION RECOVERY (2002)
 MB0069
 MB0069'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLC)
 MB0069'THE MARK IS IN POOR CONDITION AFTER HAVING BEEN BENT TO A RIGHT ANGLE.
 MB0069'THE SIGN IS MISSING FROM THE WITNESS POST...ONLY A NUT AND BOLT
 MB0069'REMAINS. LOOKS LIKE THE MARK, CONCRETE CYLINDER AND WITNESS POST WERE
 MB0069'STRUCK BY A HIGHWAY DEPARTMENT MOWING MACHINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2120 ***********************************************************************
 KX2120  DESIGNATION -  FOX CHAPEL MUNICIPAL TANK
 KX2120  PID         -  KX2120
 KX2120  STATE/COUNTY-  PA/ALLEGHENY
 KX2120  USGS QUAD   -  GLENSHAW (1993)
 KX2120
 KX2120                         *CURRENT SURVEY CONTROL
 KX2120  ___________________________________________________________________
 KX2120* NAD 83(1992)-  40 33 09.33497(N)    079 53 40.12391(W)     ADJUSTED  
 KX2120* NAVD 88     -                                                        
 KX2120  ___________________________________________________________________
 KX2120  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 KX2120  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KX2120
 KX2120  HORZ ORDER  -  THIRD
 KX2120
 KX2120.The horizontal coordinates were established by classical geodetic methods
 KX2120.and adjusted by the National Geodetic Survey in June 2002..
 KX2120
 KX2120
 KX2120.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2120
 KX2120.The geoid height was determined by GEOID03.
 KX2120
 KX2120;                    North         East     Units Scale Factor Converg.
 KX2120;SPC PA S     -   137,586.262   418,384.281   MT  0.99996108   -1 23 28.8
 KX2120;SPC PA S     -   451,397.59  1,372,649.10   sFT  0.99996108   -1 23 28.8
 KX2120;UTM  17      - 4,489,679.720   593,602.786   MT  0.99970784   +0 43 07.7
 KX2120
 KX2120                          SUPERSEDED SURVEY CONTROL
 KX2120
 KX2120  NAD 83(1995)-  40 33 09.33733(N)    079 53 40.12814(W) AD(       ) 4
 KX2120  NAD 83(1986)-  40 33 09.34000(N)    079 53 40.13108(W) AD(       ) 4
 KX2120  NAD 27      -  40 33 09.10100(N)    079 53 40.95100(W) AD(       ) 3
 KX2120
 KX2120.Superseded values are not recommended for survey control.
 KX2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2120.See file dsdata.txt to determine how the superseded data were derived.
 KX2120
 KX2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE9360389680(NAD 83)
 KX2120_MARKER: 53 = ELEVATED TANK
 KX2120
 KX2120  HISTORY     - Date     Condition        Report By
 KX2120  HISTORY     - 1958     FIRST OBSERVED   CGS
 KX2120
 KX2120                          STATION DESCRIPTION
 KX2120
 KX2120'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2120'THE STATION IS THE SMALL STACK ATOP A WATER TANK WHICH IS LOCATED IN
 KX2120'INDIANA TOWNSHIP ABOUT 5.0 MILES NORTHEAST OF ETNA AND 0.6
 KX2120'MILE SOUTHWEST OF THE DORSEYVILLE ROAD.
 KX2120'
 KX2120'THE TANK IS AN EIGHT LEGGED, STEEL STRUCTURE, OVAL IN SHAPE, GREY IN
 KX2120'COLOR AND ABOUT 90 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2185 ***********************************************************************
 MA2185  DESIGNATION -  FOX MTN LOT
 MA2185  PID         -  MA2185
 MA2185  STATE/COUNTY-  PA/POTTER
 MA2185  USGS QUAD   -  KEATING SUMMIT (1983)
 MA2185
 MA2185                         *CURRENT SURVEY CONTROL
 MA2185  ___________________________________________________________________
 MA2185* NAD 83(1992)-  41 38 28.96480(N)    078 09 43.30122(W)     ADJUSTED  
 MA2185* NAVD 88     -       734.     (meters)    2408.     (feet)  SCALED    
 MA2185  ___________________________________________________________________
 MA2185  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 MA2185  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 MA2185
 MA2185  HORZ ORDER  -  THIRD
 MA2185
 MA2185.The horizontal coordinates were established by classical geodetic methods
 MA2185.and adjusted by the National Geodetic Survey in June 2002..
 MA2185
 MA2185.The orthometric height was scaled from a topographic map.
 MA2185
 MA2185.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2185
 MA2185.The geoid height was determined by GEOID03.
 MA2185
 MA2185;                    North         East     Units Scale Factor Converg.
 MA2185;SPC PA N     -   163,855.441   565,673.507   MT  0.99996446   -0 16 21.3
 MA2185;SPC PA N     -   537,582.39  1,855,880.50   sFT  0.99996446   -0 16 21.3
 MA2185;UTM  17      - 4,613,851.488   736,360.597   MT  1.00028754   +1 53 11.8
 MA2185
 MA2185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2185!SPC PA N     -   0.99988987  x   0.99996446  =   0.99985434
 MA2185!UTM  17      -   0.99988987  x   1.00028754  =   1.00017738
 MA2185
 MA2185:                Primary Azimuth Mark                     Grid Az
 MA2185:SPC PA N     -  WILDWOOD LOT USGS 1967                   254 03 48.8
 MA2185:UTM  17      -  WILDWOOD LOT USGS 1967                   251 54 15.7
 MA2185
 MA2185|---------------------------------------------------------------------|
 MA2185| PID    Reference Object                     Distance      Geod. Az  |
 MA2185|                                                           dddmmss.s |
 MA2185| MA2188 WILDWOOD LOT USGS 1967              APPROX.26.4 KM 2534727.5 |
 MA2185|---------------------------------------------------------------------|
 MA2185
 MA2185                          SUPERSEDED SURVEY CONTROL
 MA2185
 MA2185  NAD 83(1996)-  41 38 28.96472(N)    078 09 43.30251(W) AD(       ) 3
 MA2185  NAD 83(1986)-  41 38 28.96512(N)    078 09 43.30115(W) AD(       ) 3
 MA2185  NAD 27      -  41 38 28.73393(N)    078 09 44.27388(W) AD(       ) 3
 MA2185
 MA2185.Superseded values are not recommended for survey control.
 MA2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2185.See file dsdata.txt to determine how the superseded data were derived.
 MA2185
 MA2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG3636113851(NAD 83)
 MA2185
 MA2185  HISTORY     - Date     Condition        Report By
 MA2185  HISTORY     - 1967     MONUMENTED       CGS
 MA2185  HISTORY     - 20030709 MARK NOT FOUND   USPSQD
 MA2185
 MA2185                          STATION DESCRIPTION
 MA2185
 MA2185'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MA2185'THE STATION IS LOCATED 10 MILES NORTH-NORTHEAST OF EMPORIUM, 3 MILES
 MA2185'SOUTH-SOUTHEAST OF KEATING SUMMIT, ON FOX MOUNTAIN.  IT HAS
 MA2185'A STANDARD CONFIGURATION, PAINTED SILVER AND GREEN, AND IS 90 FEET
 MA2185'HIGH.  IT IS MAINTAINED BY THE PENNSYLVANIA DEPARTMENT OF
 MA2185'FORESTS AND WATERS.  THE INTERSECTION POINT IS THE TOP CENTER.
 MA2185'
 MA2185'**THE STATION WAS NOT VISITED DUE TO DEEP SNOW IN THE AREA.
 MA2185
 MA2185                          STATION RECOVERY (2003)
 MA2185
 MA2185'RECOVERY NOTE BY US POWER SQUADRON 2003 (SG)
 MA2185'TOWER ABANDONED AND REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0071 ***********************************************************************
 MB0071  DESIGNATION -  FOX RM 1
 MB0071  PID         -  MB0071
 MB0071  STATE/COUNTY-  PA/CRAWFORD
 MB0071  USGS QUAD   -  GENEVA (1990)
 MB0071
 MB0071                         *CURRENT SURVEY CONTROL
 MB0071  ___________________________________________________________________
 MB0071* NAD 83(1986)-  41 35 52.     (N)    080 09 46.     (W)     SCALED    
 MB0071* NAVD 88     -       409.880  (meters)    1344.75   (feet)  ADJUSTED  
 MB0071  ___________________________________________________________________
 MB0071  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MB0071  DYNAMIC HT  -         409.711 (meters)    1344.19  (feet)  COMP
 MB0071  MODELED GRAV-     980,198.8   (mgal)                       NAVD 88
 MB0071
 MB0071  VERT ORDER  -  SECOND    CLASS 0
 MB0071
 MB0071.The horizontal coordinates were scaled from a topographic map and have
 MB0071.an estimated accuracy of +/- 6 seconds.
 MB0071
 MB0071.The orthometric height was determined by differential leveling
 MB0071.and adjusted by the National Geodetic Survey in June 1991..
 MB0071
 MB0071.The geoid height was determined by GEOID03.
 MB0071
 MB0071.The dynamic height is computed by dividing the NAVD 88
 MB0071.geopotential number by the normal gravity value computed on the
 MB0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0071.degrees latitude (g = 980.6199 gals.).
 MB0071
 MB0071.The modeled gravity was interpolated from observed gravity values.
 MB0071
 MB0071;                    North         East    Units  Estimated Accuracy
 MB0071;SPC PA N     -   161,730.      398,880.      MT  (+/- 180 meters Scaled)
 MB0071
 MB0071                          SUPERSEDED SURVEY CONTROL
 MB0071
 MB0071  NGVD 29 (??/??/92)  410.05   (m)         1345.3    (f) COMPUTED    2 0
 MB0071
 MB0071.Superseded values are not recommended for survey control.
 MB0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0071.See file dsdata.txt to determine how the superseded data were derived.
 MB0071
 MB0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG697054(NAD 83)
 MB0071_MARKER: DR = REFERENCE MARK DISK
 MB0071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0071_SP_SET: CONC CYLINDER
 MB0071_STAMPING: FOX NO 1 1961
 MB0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0071
 MB0071  HISTORY     - Date     Condition        Report By
 MB0071  HISTORY     - 1961     MONUMENTED       CGS
 MB0071
 MB0071                          STATION DESCRIPTION
 MB0071
 MB0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0071'2 MI SW FROM MEADVILLE.
 MB0071'ABOUT 1.45 MILES SOUTHWEST ALONG COUNTY HIGHWAY 20112 FROM THE
 MB0071'JUNCTION OF COUNTY HIGHWAY 20112 AND U.S. HIGHWAY 322 AT THE SOUTH
 MB0071'EDGE OF MEADVILLE AT THE STATE HIGHWAY DEPARTMENT BUILDING, THENCE
 MB0071'0.4 MILE EAST ON A FIELD ROAD TO THE TOP OF THE RIDGE AND MARK,
 MB0071'82.3 FEET SOUTH-SOUTHWEST OF AN 8-INCH WILD CHERRY TREE, 55.1 FEET
 MB0071'EAST-SOUTHEAST OF THE STATION MARK AND 2.2 FEET NORTH OF AN EAST
 MB0071'AND WEST FENCELINE.  SET IN TOP OF A 12-INCH CONCRETE CYLINDER
 MB0071'WHICH PROJECTS ABOUT 1-INCH ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2997 ***********************************************************************
 KW2997  DESIGNATION -  FRACK
 KW2997  PID         -  KW2997
 KW2997  STATE/COUNTY-  PA/SCHUYLKILL
 KW2997  USGS QUAD   -  ASHLAND (1984)
 KW2997
 KW2997                         *CURRENT SURVEY CONTROL
 KW2997  ___________________________________________________________________
 KW2997* NAD 83(1992)-  40 46 05.54730(N)    076 15 03.75376(W)     ADJUSTED  
 KW2997* NAVD 88     -       524.9    (meters)    1722.     (feet)  VERTCON   
 KW2997  ___________________________________________________________________
 KW2997  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 KW2997  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KW2997
 KW2997  HORZ ORDER  -  SECOND
 KW2997
 KW2997.The horizontal coordinates were established by classical geodetic methods
 KW2997.and adjusted by the National Geodetic Survey in June 2002..
 KW2997
 KW2997.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2997
 KW2997.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2997
 KW2997.The geoid height was determined by GEOID03.
 KW2997
 KW2997;                    North         East     Units Scale Factor Converg.
 KW2997;SPC PA S     -   160,397.677   726,546.565   MT  0.99997482   +0 58 21.0
 KW2997;SPC PA S     -   526,238.05  2,383,678.19   sFT  0.99997482   +0 58 21.0
 KW2997;UTM  18      - 4,513,779.201   394,416.409   MT  0.99973721   -0 49 01.2
 KW2997
 KW2997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2997!SPC PA S     -   0.99992289  x   0.99997482  =   0.99989771
 KW2997!UTM  18      -   0.99992289  x   0.99973721  =   0.99966012
 KW2997
 KW2997|---------------------------------------------------------------------|
 KW2997| PID    Reference Object                     Distance      Geod. Az  |
 KW2997|                                                           dddmmss.s |
 KW2997| CB3345 FRACK RM 1                            6.958 METERS 14628     |
 KW2997| CB3346 FRACK RM 2                            6.312 METERS 21904     |
 KW2997| KW0287 RATTLING                            APPROX. 6.3 KM 2285611.7 |
 KW2997|---------------------------------------------------------------------|
 KW2997
 KW2997                          SUPERSEDED SURVEY CONTROL
 KW2997
 KW2997  NAD 83(1986)-  40 46 05.54511(N)    076 15 03.75755(W) AD(       ) 2
 KW2997  NAD 27      -  40 46 05.22622(N)    076 15 04.95262(W) AD(       ) 2
 KW2997  NGVD 29 (07/19/86)  525.1    (m)         1723.     (f) VERT ANG       
 KW2997
 KW2997.Superseded values are not recommended for survey control.
 KW2997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2997.See file dsdata.txt to determine how the superseded data were derived.
 KW2997
 KW2997_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL9441613779(NAD 83)
 KW2997_MARKER: DS = TRIANGULATION STATION DISK
 KW2997_SETTING: 66 = SET IN ROCK OUTCROP
 KW2997
 KW2997  HISTORY     - Date     Condition        Report By
 KW2997  HISTORY     - 1959     MONUMENTED       CGS
 KW2997
 KW2997                          STATION DESCRIPTION
 KW2997
 KW2997'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 KW2997'STATION IS LOCATED NEAR THE NORTH END OF BROAD MOUNTAIN AND ON THE
 KW2997'SOUTHEAST EDGE OF THE CREST OF A RIDGE THAT IS COVERED WITH
 KW2997'MANY LARGE BOULDERS AND DENSE SCRUB OAK TREES.  IT IS ABOUT 1-1/4
 KW2997'MILES SOUTHWEST OF THE CENTER SECTION OF FRACKVILLE, 0.35 MILE EAST
 KW2997'OF THE HIGHEST POINT OF THE MOUNTAIN, 0.35 MILE WEST-NORTHWEST OF
 KW2997'WHERE A POWERLINE PASSES ACROSS THE RIDGE AND ABOUT 300 FEET
 KW2997'EAST-SOUTHEAST OF A VERY ROUGH AND ROCKY ROAD.
 KW2997'
 KW2997'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 122 AND STATE
 KW2997'HIGHWAY 924 IN THE CENTER SECTION OF FRACKVILLE.  GO SOUTHEAST ON
 KW2997'HIGHWAY 122, TOWARD POTTSVILLE, FOR 0.65 MILE TO A TRACK ROAD RIGHT
 KW2997'WHICH IS JUST AFTER PASSING AN ICE CREAM STAND ON THE LEFT.  TURN
 KW2997'RIGHT AND GO SOUTH ON THE TRACK ROAD, CROSSING A LARGE COAL YARD
 KW2997'WHICH IS ALSO A PARKING SPACE FOR HEAVY MACHINERY, FOR 0.1 MILE TO A
 KW2997'FORK, KEEP THE RIGHT AND GO WESTERLY, ALONG THE EDGE OF SOME WOODS
 KW2997'FOR 0.2 MILE TO A DIAGONAL CROSS ROAD, CONTINUE STRAIGHT AHEAD FOR
 KW2997'0.15 MILE TO A LARGE LAKE ON THE LEFT, CONTINUE WESTERLY, ON THE
 KW2997'TRACK ROAD, ALONG SIDE OF THE LAKE, FOR 0.25 MILE TO A DIAGONAL CROSS
 KW2997'ROAD, CONTINUE STRAIGHT AHEAD, ON THE TRACK ROAD FOR 0.35 MILE TO A
 KW2997'CROSS ROAD AND WHERE A POWERLINE CROSSES THE ROAD.  TURN RIGHT AND GO
 KW2997'SOUTHERLY, UPHILL, ON A VERY ROUGH ROAD ALONG A POWERLINE, FOR
 KW2997'0.15 MILE TO A ROAD LEFT.  TURN LEFT AND GO WESTERLY, UP A RIDGE, ON
 KW2997'A BLADED ROCKY ROAD WHICH IS VERY ROUGH, FOR 0.35 MILE.  TURN
 KW2997'LEFT, LEAVING THE ROAD AND GO ACROSS COUNTRY, THROUGH LARGE
 KW2997'BOULDERS AND DENSE SCRUB OAK TREES, FOR ABOUT 300 FEET AND STATION.
 KW2997'STATION SITE CANNOT BE SEEN FROM THE ROUGH AND ROCKY ROAD.
 KW2997'
 KW2997'ALL MARKS ARE STANDARD DISKS, CEMENTED IN DRILL HOLES, IN THE TOP OF
 KW2997'OUTCROPPING BEDROCK.
 KW2997'
 KW2997'STATION MARK IS STAMPED FRACK 1959 AND IS FLUSH WITH THE GROUND
 KW2997'SURFACE.  IT IS ABOUT 300 FEET EAST-SOUTHEAST OF A ROCKY ROAD AND
 KW2997'ABOUT 72 FEET OF A 10-INCH TRIANGULAR BLAZED OAK TREE.
 KW2997'
 KW2997'REFERENCE MARK 1 IS STAMPED FRACK NO 1 1959 AND PROJECTS ABOUT 1
 KW2997'INCH.  IT IS ABOUT 75 FEET EAST-NORTHEAST OF THE 10-INCH OAK
 KW2997'TREE.
 KW2997'
 KW2997'REFERENCE MARK 2 IS STAMPED FRACK NO 2 1959 AND PROJECTS ABOUT 6
 KW2997'INCHES.  IT IS ABOUT 52 FEET NORTHEAST OF THE 10-INCH OAK TREE.
 KW2997'
 KW2997'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1691 ***********************************************************************
 LZ1691  DESIGNATION -  FRAIN
 LZ1691  PID         -  LZ1691
 LZ1691  STATE/COUNTY-  PA/TIOGA
 LZ1691  USGS QUAD   -  ASAPH (1969)
 LZ1691
 LZ1691                         *CURRENT SURVEY CONTROL
 LZ1691  ___________________________________________________________________
 LZ1691* NAD 83(1992)-  41 45 05.59377(N)    077 29 29.76631(W)     ADJUSTED  
 LZ1691* NAVD 88     -       415.7    (meters)    1364.     (feet)  VERTCON   
 LZ1691  ___________________________________________________________________
 LZ1691  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 LZ1691  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 LZ1691
 LZ1691  HORZ ORDER  -  SECOND
 LZ1691
 LZ1691.The horizontal coordinates were established by classical geodetic methods
 LZ1691.and adjusted by the National Geodetic Survey in June 2002..
 LZ1691
 LZ1691.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1691
 LZ1691.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1691
 LZ1691.The geoid height was determined by GEOID03.
 LZ1691
 LZ1691;                    North         East     Units Scale Factor Converg.
 LZ1691;SPC PA N     -   176,042.286   621,490.970   MT  0.99997381   +0 10 15.4
 LZ1691;SPC PA N     -   577,565.40  2,039,008.29   sFT  0.99997381   +0 10 15.4
 LZ1691;UTM  18      - 4,625,192.542   292,843.249   MT  1.00012811   -1 39 35.1
 LZ1691
 LZ1691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1691!SPC PA N     -   0.99993984  x   0.99997381  =   0.99991365
 LZ1691!UTM  18      -   0.99993984  x   1.00012811  =   1.00006794
 LZ1691
 LZ1691|---------------------------------------------------------------------|
 LZ1691| PID    Reference Object                     Distance      Geod. Az  |
 LZ1691|                                                           dddmmss.s |
 LZ1691| CJ9808 FRAIN RM 1                           11.619 METERS 22026     |
 LZ1691| LZ1811 SHIVERY                             APPROX.10.0 KM 2654129.3 |
 LZ1691| CJ9807 FRAIN AZ MK                                        3134911.4 |
 LZ1691| CJ9809 FRAIN RM 2                            7.643 METERS 33253     |
 LZ1691|---------------------------------------------------------------------|
 LZ1691
 LZ1691                          SUPERSEDED SURVEY CONTROL
 LZ1691
 LZ1691  NAD 83(1996)-  41 45 05.59446(N)    077 29 29.77203(W) AD(       ) 2
 LZ1691  NAD 83(1986)-  41 45 05.59399(N)    077 29 29.76860(W) AD(       ) 2
 LZ1691  NAD 27      -  41 45 05.33786(N)    077 29 30.83611(W) AD(       ) 2
 LZ1691  NGVD 29 (07/19/86)  415.8    (m)         1364.     (f) VERT ANG       
 LZ1691
 LZ1691.Superseded values are not recommended for survey control.
 LZ1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1691.See file dsdata.txt to determine how the superseded data were derived.
 LZ1691
 LZ1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM9284325193(NAD 83)
 LZ1691_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1691
 LZ1691  HISTORY     - Date     Condition        Report By
 LZ1691  HISTORY     - 1968     MONUMENTED       CGS
 LZ1691
 LZ1691                          STATION DESCRIPTION
 LZ1691
 LZ1691'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (WMJ)
 LZ1691'THE STATION IS LOCATED ABOUT 9-1/2 MILES W OF WELLSBORO, 4 MILES E OF
 LZ1691'GAINES, 0.2 MILE NORTH OF U.S. HIGHWAY 6 AND ON THE PROPERTY OF
 LZ1691'MR. WILBERT FRAIN.
 LZ1691'
 LZ1691'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 LZ1691'HIGHWAY 362 IN ANSONIA, GO WEST ON U.S. HIGHWAY 6 FOR 3.6 MILES
 LZ1691'TO A SIDE ROAD ON THE RIGHT AND A SIGN VILLAGE OF REXFORD, TURN RIGHT
 LZ1691'AND GO NORTHWEST THEN WEST FOR 0.2 MILE TO THE STATION ON THE
 LZ1691'RIGHT.
 LZ1691'
 LZ1691'THE STATION MARK IS 43 FEET EAST OF THE APPROXIMATE CENTER OF THE
 LZ1691'ROAD, 30 FEET SOUTHEAST OF A 10 INCH TREE WITH A TRIANGULAR
 LZ1691'BLAZE AND 5.3 FEET SOUTH OF A METAL WITNESS POST.  IT IS A STANDARD
 LZ1691'DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4
 LZ1691'INCHES AND IS STAMPED FRAIN 1968.
 LZ1691'
 LZ1691'REFERENCE MARK NO. 1 IS 33.1 FEET NORTHWEST OF THE METAL WITNESS
 LZ1691'POST, 24 FEET EAST OF THE APPROXIMTE CENTER OF THE ROAD AND 10
 LZ1691'FEET NORTH OF THE TRIANGULAR BLAZED TREE.  IT IS A STANDARD DISK SET
 LZ1691'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES
 LZ1691'AND IS STAMPED FRAIN NO 1 1968.
 LZ1691'
 LZ1691'REFERENCE MARK NO. 2 IS 29 FEET SOUTHWEST OF THE METAL WITNESS POST
 LZ1691'AND 25 FEET EAST OF THE APPROXIMATE CENTER OF THE ROAD.  IT IS A
 LZ1691'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 LZ1691'3 INCHES AND IS STAMPED FRAIN NO 2 1968.
 LZ1691'
 LZ1691'THE AZIMUTH MARK IS 24 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER
 LZ1691'OF THE ROAD AND 2 FEET NORTHEAST OF POWERLINE POLE NO. 4G283.  IT IS
 LZ1691'A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 LZ1691'PROJECTING 3 INCHES AND IS STAMPED FRAIN 1968.
 LZ1691'
 LZ1691'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE DIRT ROAD
 LZ1691'FOR 0.05 MILE TO A CROSSROAD, TURN LEFT AND GO WEST FOR 0.1 MILE
 LZ1691'TO THE MARK ON THE LEFT.
 LZ1691'
 LZ1691'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0549 ***********************************************************************
 KX0549  DESIGNATION -  FRANCIS
 KX0549  PID         -  KX0549
 KX0549  STATE/COUNTY-  PA/CAMBRIA
 KX0549  USGS QUAD   -  NANTY GLO (1984)
 KX0549
 KX0549                         *CURRENT SURVEY CONTROL
 KX0549  ___________________________________________________________________
 KX0549* NAD 83(1992)-  40 27 51.88045(N)    078 45 50.61256(W)     ADJUSTED  
 KX0549* NAVD 88     -       651.355  (meters)    2136.99   (feet)  ADJUSTED  
 KX0549  ___________________________________________________________________
 KX0549  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 KX0549  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KX0549  DYNAMIC HT  -         650.989 (meters)    2135.79  (feet)  COMP
 KX0549  MODELED GRAV-     980,041.8   (mgal)                       NAVD 88
 KX0549
 KX0549  HORZ ORDER  -  SECOND
 KX0549  VERT ORDER  -  SECOND    CLASS 0
 KX0549
 KX0549.The horizontal coordinates were established by classical geodetic methods
 KX0549.and adjusted by the National Geodetic Survey in June 2002..
 KX0549
 KX0549.The orthometric height was determined by differential leveling
 KX0549.and adjusted by the National Geodetic Survey in June 1991..
 KX0549
 KX0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX0549
 KX0549.The geoid height was determined by GEOID03.
 KX0549
 KX0549.The dynamic height is computed by dividing the NAVD 88
 KX0549.geopotential number by the normal gravity value computed on the
 KX0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0549.degrees latitude (g = 980.6199 gals.).
 KX0549
 KX0549.The modeled gravity was interpolated from observed gravity values.
 KX0549
 KX0549;                    North         East     Units Scale Factor Converg.
 KX0549;SPC PA S     -   126,083.106   514,000.445   MT  0.99995953   -0 39 28.5
 KX0549;SPC PA S     -   413,657.66  1,686,349.79   sFT  0.99995953   -0 39 28.5
 KX0549;UTM  17      - 4,481,705.552   689,567.667   MT  1.00004236   +1 27 05.4
 KX0549
 KX0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX0549!SPC PA S     -   0.99990289  x   0.99995953  =   0.99986243
 KX0549!UTM  17      -   0.99990289  x   1.00004236  =   0.99994525
 KX0549
 KX0549|---------------------------------------------------------------------|
 KX0549| PID    Reference Object                     Distance      Geod. Az  |
 KX0549|                                                           dddmmss.s |
 KX0549| KX0548 T 316                                15.173 METERS 05220     |
 KX0549| KX0550 DRACUP AZ MK                         60.418 METERS 14952     |
 KX0549| CJ9810 FRANCIS AZ MK                                      2311042.1 |
 KX0549| KX2335 PINDLETON LOOKOUT TOWER             APPROX. 5.3 KM 3284047.3 |
 KX0549|---------------------------------------------------------------------|
 KX0549
 KX0549                          SUPERSEDED SURVEY CONTROL
 KX0549
 KX0549  NAD 83(1986)-  40 27 51.88980(N)    078 45 50.62454(W) AD(       ) 2
 KX0549  NAD 27      -  40 27 51.62867(N)    078 45 51.54982(W) AD(       ) 2
 KX0549  NGVD 29 (??/??/92)  651.500  (m)         2137.46   (f) ADJ UNCH    2 0
 KX0549
 KX0549.Superseded values are not recommended for survey control.
 KX0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0549.See file dsdata.txt to determine how the superseded data were derived.
 KX0549
 KX0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE8956881706(NAD 83)
 KX0549_MARKER: DE = TRAVERSE STATION DISK
 KX0549_SETTING: 66 = SET IN ROCK OUTCROP
 KX0549_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 KX0549_STAMPING: FRANCIS 1967
 KX0549_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX0549+STABILITY: POSITION/ELEVATION WELL
 KX0549
 KX0549  HISTORY     - Date     Condition        Report By
 KX0549  HISTORY     - 1967     MONUMENTED       CGS
 KX0549  HISTORY     - 1967     GOOD             CGS
 KX0549  HISTORY     - 1976     GOOD             PADT
 KX0549  HISTORY     - 1980     GOOD             NGS
 KX0549  HISTORY     - 1986     GOOD             NGS
 KX0549
 KX0549                          STATION DESCRIPTION
 KX0549
 KX0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX0549'THE STATION IS LOCATED ABOUT 10 AIRLINE MILES WEST OF CREASON, ABOUT
 KX0549'6 AIRLINE MILES NORTH-NORTHWEST OF WILMORE AND ABOUT 2 AIRLINE
 KX0549'MILES SOUTHWEST OF EBENSBURG.  IT IS IN THE NORTHWEST SIDEWALK OF THE
 KX0549'EAST ONE OF TWO LARGE CONCRETE BRIDGES AND IT IS ON ROAD RIGHT OF
 KX0549'WAY.
 KX0549'
 KX0549'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 22 AND
 KX0549'STATE HIGHWAY 160 IN THE SOUTH PART OF EBENSBURG, GO WESTERLY ON
 KX0549'U.S. HIGHWAY 22 FOR 2.3 MILES TO THE EAST ONE OF THE TWO LARGE
 KX0549'CONCRETE BRIDGES AND THE STATION.
 KX0549'
 KX0549'THE STATION MARK IS 25 FEET WEST OF THE CENTERLINE OF THE NORTH BOUND
 KX0549'LANE OF U.S. HIGHWAY 219, 1.3 FEET EAST OF THE BRIDGE RAILING AND
 KX0549'1.1 FEET SOUTH OF THE NORTH EDGE OF THE BRIDGE.  THE MARK IS A
 KX0549'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE NORTHWEST SIDEWALK
 KX0549'OF THE BRIDGE WHICH PROJECTS 6-INCHES AND IT IS STAMPED FRANCIS 1967.
 KX0549'
 KX0549'PENNSYLVANIA DEPARTMENT OF HIGHWAYS DISK T 316 1967 IS 26 FEET EAST
 KX0549'OF THE CENTERLINE OF THE NORTH BOUND LANE OF U.S. HIGHWAY
 KX0549'219, 0.4 FOOT SOUTH OF THE NORTH EDGE OF THE BRIDGE AND ABOUT 3 FEET
 KX0549'HIGHER THAN THE ROAD SURFACE.  THE MARK IS A PENNSYLVANIA
 KX0549'DEPARTMENT OF HIGHWAYS DISK CEMENTED IN A DRILL HOLE IN THE GUARD
 KX0549'RAILING OF THE BRIDGE.  THE DISK IS STAMPED T 316 1967.
 KX0549'
 KX0549'DRACUP AZIMUTH MARK IS 25 FEET EAST OF THE CENTER LINE OF THE NORTH
 KX0549'BOUND LANE OF U.S. HIGHWAY 219, 2 FEET NORTH OF THE SOUTH EDGE OF THE
 KX0549'BRIDGE AND 0.6 FOOT WEST OF THE EAST RAILING OF THE BRIDGE MARK IS A
 KX0549'STANDARD AZIMUTH MARK DISK CEMENTED IN A DRILL HOLE IN THE SOUTHEAST
 KX0549'SIDEWALK OF THE EAST ONE OF 2 BRIDGES.  THE MARK PROJECTS 6
 KX0549'INCHES AND IT IS STAMPED DRACUP 1967.
 KX0549'
 KX0549'THE AZIMUTH MARK IS 26 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 KX0549'BLOCK BUILDING, 38 FEET SOUTH OF THE CENTERLINE OF
 KX0549'THE EAST BOUND LANE OF U.S. HIGHWAY 22 AND 1.5 FEET EAST OF A POWER
 KX0549'POLE NUMBER 4978.  THE MARK IS A STANDARD DISK SET IN THE TOP
 KX0549'OF A 10-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES AND IT
 KX0549'IS STAMPED FRANCIS 1967.
 KX0549
 KX0549                          STATION RECOVERY (1967)
 KX0549
 KX0549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KX0549'2.3 MI SW FROM EBENSBURG.
 KX0549'ABOUT 2.3 MILES WEST ALONG U.S. HIGHWAY 22 FROM ITS JUNCTION
 KX0549'WITH U.S. HIGHWAY 422, WHICH IS ABOUT 1.0 MILE EAST OF EBENSBURG,
 KX0549'49.78 FEET SOUTHWEST OF T 316 (PDH), 25 FEET WEST OF THE
 KX0549'CENTERLINE OF THE NORTH BOUND LANE OF U.S. HIGHWAY 219, 1.1
 KX0549'FOOT SOUTH OF THE NORTH EDGE OF SIDEWALK, SET IN THE TOP OF THE
 KX0549'NORTH END OF WEST SIDEWALK OF A BRIDGE ON THE NORTH BOUND
 KX0549'LANE OF U.S. HIGHWAY 219 OVER U.S. HIGHWAY 22, AND IS ABOUT 1
 KX0549'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 KX0549
 KX0549                          STATION RECOVERY (1976)
 KX0549
 KX0549'RECOVERY NOTE BY PA DEPT OF TRANSP 1976 (DH)
 KX0549'FRANCIS - 1967 FOUND GOOD.
 KX0549'
 KX0549'FRANCIS - 1967 AZI FOUND GOOD.
 KX0549'
 KX0549'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.0 MILES SOUTHWEST OF
 KX0549'EBENSBURG.
 KX0549
 KX0549                          STATION RECOVERY (1980)
 KX0549
 KX0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 KX0549'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 KX0549'AS PREVIOUSLY DESCRIBED.
 KX0549
 KX0549                          STATION RECOVERY (1986)
 KX0549
 KX0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (BMP)
 KX0549'THE STATION WAS RECOVERED AT THIS DATE.  THE STATION T 316 PDH
 KX0549'1967 AND DRACUP 1967 AZ MK WERE RECOVERED AS DESCRIBED IN
 KX0549'1967.  THE ANGLE BETWEEN T 316 PDH 1967 AND DRACUP 1967 AZ
 KX0549'MK DISAGREED WITH THE PUBLISHED VALUE BY 1 MINUTE AND THE
 KX0549'DISTANCE MEASURED ELECTRONICALLY BY 0.030 METERS.  IT WILL
 KX0549'BE REMEASURED AT ANOTHER DATE.  A SEARCH FOR THE AZIMUTH
 KX0549'MARK WAS MADE BUT IN THE WRONG PLACE EVIDENTLY.  THE POWER
 KX0549'POLE NUMBER GIVEN IN 1967 DESCRIPTION EVIDENTLY WAS
 KX0549'WRONG AS THE SEARCH MADE WAS AT A POLE WITH THE RIGHT
 KX0549'NUMBER BUT WRONG DIRECTION.  THIS MARK WILL BE SEARCHED
 KX0549'FOR WHEN THE STATION IS REOCCUPIED.  ALL OCCUPATIONS ARE
 KX0549'ON CONCRETE SET UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3781 ***********************************************************************
 KV3781  DESIGNATION -  FRANCONIA
 KV3781  PID         -  KV3781
 KV3781  STATE/COUNTY-  PA/MONTGOMERY
 KV3781  USGS QUAD   -  TELFORD (1995)
 KV3781
 KV3781                         *CURRENT SURVEY CONTROL
 KV3781  ___________________________________________________________________
 KV3781* NAD 83(1992)-  40 18 42.47570(N)    075 21 04.11463(W)     ADJUSTED  
 KV3781* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 KV3781  ___________________________________________________________________
 KV3781  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 KV3781  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 KV3781
 KV3781  HORZ ORDER  -  SECOND
 KV3781
 KV3781.The horizontal coordinates were established by classical geodetic methods
 KV3781.and adjusted by the National Geodetic Survey in June 2002..
 KV3781
 KV3781.The orthometric height was scaled from a topographic map.
 KV3781
 KV3781.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3781
 KV3781.The geoid height was determined by GEOID03.
 KV3781
 KV3781;                    North         East     Units Scale Factor Converg.
 KV3781;SPC PA S     -   111,412.844   803,880.164   MT  0.99996242   +1 33 22.9
 KV3781;SPC PA S     -   365,526.97  2,637,396.84   sFT  0.99996242   +1 33 22.9
 KV3781;UTM  18      - 4,462,423.921   470,163.286   MT  0.99961096   -0 13 37.8
 KV3781
 KV3781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3781!SPC PA S     -   0.99998300  x   0.99996242  =   0.99994542
 KV3781!UTM  18      -   0.99998300  x   0.99961096  =   0.99959396
 KV3781
 KV3781|---------------------------------------------------------------------|
 KV3781| PID    Reference Object                     Distance      Geod. Az  |
 KV3781|                                                           dddmmss.s |
 KV3781| CB3350 FRANCONIA RM 3                       44.678 METERS 00005     |
 KV3781| KV3778 SELLERSVILLE US GAUGE CO TANK       APPROX. 6.2 KM 0404345.8 |
 KV3781| CB3347 FRANCONIA AZ MK                                    0493858.1 |
 KV3781| KV3777 TELFORD STANDPIPE                   APPROX. 2.6 KM 0734335.3 |
 KV3781| KV3779 HATFIELD CITY WATER TANK            APPROX. 5.6 KM 1312601.1 |
 KV3781| CB3349 FRANCONIA RM 2                       60.411 METERS 27836     |
 KV3781| CB3348 FRANCONIA RM 1                       53.203 METERS 33703     |
 KV3781|---------------------------------------------------------------------|
 KV3781
 KV3781                          SUPERSEDED SURVEY CONTROL
 KV3781
 KV3781  NAD 83(1996)-  40 18 42.47447(N)    075 21 04.11495(W) AD(       ) 2
 KV3781  NAD 83(1986)-  40 18 42.47178(N)    075 21 04.11807(W) AD(       ) 2
 KV3781  NAD 27      -  40 18 42.09700(N)    075 21 05.48700(W) AD(       ) 2
 KV3781
 KV3781.Superseded values are not recommended for survey control.
 KV3781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3781.See file dsdata.txt to determine how the superseded data were derived.
 KV3781
 KV3781_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7016362424(NAD 83)
 KV3781_MARKER: DS = TRIANGULATION STATION DISK
 KV3781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3781
 KV3781  HISTORY     - Date     Condition        Report By
 KV3781  HISTORY     - 1942     MONUMENTED       CGS
 KV3781
 KV3781                          STATION DESCRIPTION
 KV3781
 KV3781'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KV3781'THE STATION IS ABOUT 0.5 MILE NE OF FRANCONIA, ABOUT 1.5 MILES SE OF
 KV3781'TELFORD AND 1.5 MILES W OF SOUDERTON.  THE STATION IS ABOUT 40 YARDS
 KV3781'SE OF THE FRANCONIA SCHOOL BUILDING AND IS MARKED WITH A STANDARD
 KV3781'DISK SET IN A SQUARE CONCRETE BLOCK THAT PROJECTS ABOUT 3 INCHES.
 KV3781'
 KV3781'UNDERGROUND, REFERENCE NO. 1 AND AZIMUTH MARKS ARE STANDARD BRONZE
 KV3781'DISKS SET IN CONCRETE, AS DESCRIBED.
 KV3781'
 KV3781'REFERENCE MARK NO. 1 IS NW OF THE STATION 6 FEET S OF LIGHT POLE
 KV3781'NO.B-39887, 18 PACES N OF SCHOOL BUILDING.  THE MARK PROJECTS
 KV3781'ABOUT 6 INCHES.
 KV3781'
 KV3781'REFERENCE MARK NO. 2 IS W OF THE STATION.  IT IS A STANDARD DISK SET
 KV3781'IN A CONCRETE WALL 5 FEET S OF SE CORNER OF SCHOOL BUILDING.
 KV3781'
 KV3781'AZIMUTH MARK IS 0.25 MILE NE OF STATION, ON THE E SIDE OF STATE ROUTE
 KV3781'113 E OF Y INTERSECTION.  ACROSS ROUTE 113 FROM ATLANTIC SERVICE
 KV3781'STATION AND 3 FEET S OF POWER POLE.  THE MARK PROJECTS 4 INCHES.
 KV3781'
 KV3781'ALL MARKS ARE STAMPED WITH THEIR RESPECTIVE NUMBERS AND THE NAME AND
 KV3781'DATE OF STATION.
 KV3781'
 KV3781'REACHED FROM FRANCONIA BY GOING NE ON STATE HIGHWAY 113 FOR 0.45 MILE
 KV3781'TO SCHOOL ON THE RIGHT.
 KV3781'
 KV3781'NOTE- FRANCONIA CAN BE REACHED FROM TYLERSPORT BY GOING S ON A PAVED
 KV3781'ROAD FOR 3.35 MILES.
 KV3781'
 KV3781'REACHED FROM SOUDERTON DEPOT BY GOING NW FOR 0.7 MILE THEN KEEP L
 KV3781'FORK ON STATE HIGHWAY 113 W FOR 1.15 MILES TO SCHOOL ON LEFT.
 KV3781'
 KV3781'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1989 ***********************************************************************
 MA1989  DESIGNATION -  FRANK
 MA1989  PID         -  MA1989
 MA1989  STATE/COUNTY-  PA/VENANGO
 MA1989  USGS QUAD   -  OIL CITY (1977)
 MA1989
 MA1989                         *CURRENT SURVEY CONTROL
 MA1989  ___________________________________________________________________
 MA1989* NAD 83(1992)-  41 27 10.25331(N)    079 43 55.98572(W)     ADJUSTED  
 MA1989* NAVD 88     -       472.     (meters)    1549.     (feet)  SCALED    
 MA1989  ___________________________________________________________________
 MA1989  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 MA1989  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 MA1989
 MA1989  HORZ ORDER  -  FIRST
 MA1989
 MA1989.The horizontal coordinates were established by classical geodetic methods
 MA1989.and adjusted by the National Geodetic Survey in June 2002..
 MA1989
 MA1989.The orthometric height was scaled from a topographic map.
 MA1989
 MA1989.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1989
 MA1989.The geoid height was determined by GEOID03.
 MA1989
 MA1989;                    North         East     Units Scale Factor Converg.
 MA1989;SPC PA N     -   144,730.711   434,393.951   MT  0.99995703   -1 18 40.7
 MA1989;SPC PA N     -   474,837.34  1,425,174.15   sFT  0.99995703   -1 18 40.7
 MA1989;UTM  17      - 4,589,805.100   605,890.376   MT  0.99973799   +0 50 21.7
 MA1989
 MA1989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1989!SPC PA N     -   0.99993122  x   0.99995703  =   0.99988825
 MA1989!UTM  17      -   0.99993122  x   0.99973799  =   0.99966922
 MA1989
 MA1989|---------------------------------------------------------------------|
 MA1989| PID    Reference Object                     Distance      Geod. Az  |
 MA1989|                                                           dddmmss.s |
 MA1989| CX4531 FRANK RM 1                           27.625 METERS 14726     |
 MA1989| MA1994 FRANK RM 2                           20.461 METERS 25108     |
 MA1989| CX4530 FRANK AZ MK                                        3173610.4 |
 MA1989|---------------------------------------------------------------------|
 MA1989
 MA1989                          SUPERSEDED SURVEY CONTROL
 MA1989
 MA1989  NAD 83(1986)-  41 27 10.25759(N)    079 43 55.98673(W) AD(       ) 1
 MA1989  NAD 27      -  41 27 10.04384(N)    079 43 56.79114(W) AD(       ) 1
 MA1989
 MA1989.Superseded values are not recommended for survey control.
 MA1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1989.See file dsdata.txt to determine how the superseded data were derived.
 MA1989
 MA1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF0589089805(NAD 83)
 MA1989_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA1989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1989
 MA1989  HISTORY     - Date     Condition        Report By
 MA1989  HISTORY     - 1935     MONUMENTED       CGS
 MA1989
 MA1989                          STATION DESCRIPTION
 MA1989
 MA1989'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 MA1989'THE STATION IS ABOUT 1.7 MILES, AIRLINE, NORTH OF OIL CITY, ON A HIGH
 MA1989'RIDGE, ONE END OF WHICH OVERLOOKS THE TOWN.  THE STATION IS ON THE
 MA1989'PROPERTY OF DR. FRANK, DENTIST OF OIL CITY.
 MA1989'
 MA1989'TO REACH FROM OIL CITY, LEAVE STATE HIGHWAY 8 JUST EAST OF THE NEW
 MA1989'YORK CENTRAL PASSENGER DEPOT AND GO NORTH ON THE HALIDAY RUN
 MA1989'CONCRETE ROAD LEADING UP THE HILL 3.0 MILES TO A SMALL ROAD LEADING
 MA1989'RIGHT THROUGH SOME WOODS.  THE MARK IS HERE, IN THE NORTHWEST ANGLE
 MA1989'FORMED BY THIS T-ROAD INTERSECTION, 10.5 METERS NORTHEAST OF THE
 MA1989'CENTERLINE OF THE PAVED ROAD, 6.6 METERS WEST OF THE DIRT ROAD,
 MA1989'9.3 METERS EAST OF A SIGN SUGAR CREEK TWP. LINE, AND 16.3 METERS
 MA1989'NORTH-NORTHEAST OF A TWIN CHERRY TREE.  IT PROJECTS ABOUT 4 INCHES
 MA1989'ABOVE GROUND.
 MA1989'
 MA1989'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION, 6.7 METERS
 MA1989'NORTHEAST OF THE CENTERLINE OF THE PAVED ROAD, 5.8 METERS EAST OF
 MA1989'A TELEPHONE POLE, AND 17.1 METERS NORTH OF POWER-LINE POLE D-46.
 MA1989'
 MA1989'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, 8.5 METERS
 MA1989'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 8.2 METERS
 MA1989'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 5.2 METERS
 MA1989'SOUTHEAST OF AN OIL PUMP, AND 3.8 METERS SOUTHWEST OF THE NORTHWEST
 MA1989'CORNER OF A WIRE FENCE.
 MA1989'
 MA1989'THE AZIMUTH MARK IS 0.3 MILE NORTH-NORTHWEST OF THE STATION, 5 METERS
 MA1989'WEST-SOUTHWEST OF THE CENTERLINE OF THE CONCRETE ROAD, IN NORTHWEST
 MA1989'EDGE OF GRASS LAWN, 25 METERS NORTH-NORTHEAST OF A TWO-STORY FRAME
 MA1989'HOUSE THAT IS ABOUT 30 METERS SOUTHWEST OF THE ROAD, AND ABOUT
 MA1989'26 METERS EAST OF AN ABANDONED OIL WELL.  CLEARING WILL BE NECESSARY
 MA1989'TO SEE FROM GROUND AT THE STATION.
 MA1989'
 MA1989'A 90-FOOT TOWER CLEARED ALL LINES.
 MA1989'
 MA1989'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE AS DESCRIBED IN
 MA1989'NOTES 1A, 7A AND 11A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3575 ***********************************************************************
 KV3575  DESIGNATION -  FRANK
 KV3575  PID         -  KV3575
 KV3575  STATE/COUNTY-  PA/MONROE
 KV3575  USGS QUAD   -  STROUDSBURG (1975)
 KV3575
 KV3575                         *CURRENT SURVEY CONTROL
 KV3575  ___________________________________________________________________
 KV3575* NAD 83(1992)-  40 59 59.76005(N)    075 08 31.72934(W)     ADJUSTED  
 KV3575* NAVD 88     -       192.0    (meters)     630.     (feet)  VERTCON   
 KV3575  ___________________________________________________________________
 KV3575  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 KV3575  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KV3575
 KV3575  HORZ ORDER  -  SECOND
 KV3575
 KV3575.The horizontal coordinates were established by classical geodetic methods
 KV3575.and adjusted by the National Geodetic Survey in June 2002..
 KV3575
 KV3575.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV3575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV3575
 KV3575.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3575
 KV3575.The geoid height was determined by GEOID03.
 KV3575
 KV3575;                    North         East     Units Scale Factor Converg.
 KV3575;SPC PA N     -    95,840.347   819,375.580   MT  0.99998323   +1 43 30.7
 KV3575;SPC PA N     -   314,436.21  2,688,234.72   sFT  0.99998323   +1 43 30.7
 KV3575;SPC PA S     -   188,296.352   819,381.709   MT  1.00000540   +1 41 31.0
 KV3575;SPC PA S     -   617,768.95  2,688,254.82   sFT  1.00000540   +1 41 31.0
 KV3575;UTM  18      - 4,538,759.392   488,045.203   MT  0.99960176   -0 05 35.7
 KV3575
 KV3575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3575!SPC PA N     -   0.99997509  x   0.99998323  =   0.99995832
 KV3575!SPC PA S     -   0.99997509  x   1.00000540  =   0.99998049
 KV3575!UTM  18      -   0.99997509  x   0.99960176  =   0.99957686
 KV3575
 KV3575|---------------------------------------------------------------------|
 KV3575| PID    Reference Object                     Distance      Geod. Az  |
 KV3575|                                                           dddmmss.s |
 KV3575| CB3354 FRANK RM 1                            4.633 METERS 06825     |
 KV3575| KV3574 STROUDSBURG ATT MICROWAVE TWR       APPROX. 5.9 KM 1945654.3 |
 KV3575| CB3355 FRANK RM 2                            5.643 METERS 24623     |
 KV3575| KV3576 E STROUDSBURG STC STACK             APPROX. 2.7 KM 2621601.7 |
 KV3575| LY2683 PETERS                              APPROX. 2.4 KM 2802312.9 |
 KV3575|---------------------------------------------------------------------|
 KV3575
 KV3575                          SUPERSEDED SURVEY CONTROL
 KV3575
 KV3575  NAD 83(1996)-  40 59 59.76049(N)    075 08 31.73109(W) AD(       ) 2
 KV3575  NAD 83(1986)-  40 59 59.75923(N)    075 08 31.72923(W) AD(       ) 2
 KV3575  NAD 27      -  40 59 59.42321(N)    075 08 33.08447(W) AD(       ) 2
 KV3575  NGVD 29 (07/19/86)  192.2    (m)          631.     (f) VERT ANG       
 KV3575
 KV3575.Superseded values are not recommended for survey control.
 KV3575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3575.See file dsdata.txt to determine how the superseded data were derived.
 KV3575
 KV3575_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8804538759(NAD 83)
 KV3575_MARKER: DS = TRIANGULATION STATION DISK
 KV3575_SETTING: 66 = SET IN ROCK OUTCROP
 KV3575
 KV3575  HISTORY     - Date     Condition        Report By
 KV3575  HISTORY     - 1958     MONUMENTED       CGS
 KV3575  HISTORY     - 1969     SEE DESCRIPTION  CGS
 KV3575
 KV3575                          STATION DESCRIPTION
 KV3575
 KV3575'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JMR)
 KV3575'STATION IS LOCATED ON THE WEST END OF A HIGH NARROW ROCK RIDGE, ABOUT
 KV3575'3 MILES EAST-NORTHEAST OF STROUDSBURG, 3/4 MILE NORTHWEST OF THE
 KV3575'DELAWARE RIVER, 1/4 MILE NORTHEAST OF THE OLD MINSI PAPER MILL, ON
 KV3575'PROPERTY OWNED BY MRS. FRANK S.  WEISE.
 KV3575'
 KV3575'STATION IS REACHED FROM THE JUNCTION U.S. HIGHWAY 209 AND 611 (7TH
 KV3575'AND MAIN STREETS) IN THE CENTRAL SECTION OF STROUDSBURG BY
 KV3575'GOING EAST ON U.S. HIGHWAY 209, MAIN STREET, FOR 0.65 MILE TO A
 KV3575'Y-FORK JUST AFTER CROSSING A BRIDGE WHICH SPANS THE BROADHEAD
 KV3575'CREEK, TAKE THE RIGHT HAND FORK AND FOLLOW BROWN STREET FOR 0.2 MILE
 KV3575'TO A Y-FORK, TAKE THE RIGHT HAND FORK AND FOLLOW BRIDGE STREET
 KV3575'FOR ABOUT 0.05 MILE TO A BRIDGE, CROSS THE BRIDGE AND FOLLOW RIDGEWAY
 KV3575'STREET, EAST FOR 0.3 MILE, TURN RIGHT AND FOLLOW PROSPECT STREET,
 KV3575'SOUTH FOR 0.2 MILE, TURN RIGHT AND FOLLOW EAST BROWN STREET, EAST
 KV3575'FOR 1.4 MILES, TURN RIGHT AND FOLLOW THE FARM DRIVEWAY OF MR. SHIVELY
 KV3575'FOR ABOUT 0.1 MILE TO THE SHIVELY HOME AND THE END OF TRUCK
 KV3575'TRAVEL.  PACK SOUTH, ON A BLAZED TRAIL TO THE TOP OF THE SECOND RIDGE
 KV3575'WHICH IS A LONG NARROW ROCK RIDGE AND STATION MARK ON THE WEST END.
 KV3575'ABOUT A 15 MINUTE PACK.
 KV3575'
 KV3575'ALL MARKS ARE STANDARD DISKS, CEMENTED IN DRILL HOLES, IN THE TOP OF
 KV3575'A ROCK RIDGE WHICH IS ABOUT 100 X 12 FEET AND PROJECTS
 KV3575'ABOUT 10 FEET.
 KV3575'
 KV3575'STATION MARK IS STAMPED FRANK 1958.  IT IS ABOUT 4 FEET NORTH OF A
 KV3575'STANDARD METAL WITNESS POST, 5 FEET NORTH OF THE SOUTH EDGE OF
 KV3575'THE RIDGE, 24 FEET EAST OF THE WEST END OF THE RIDGE, 1 FOOT
 KV3575'SOUTH-SOUTHWEST OF A 2 INCH IRON PIPE WHICH PROJECTS ABOUT 2
 KV3575'INCHES.  THE MARK IS LOCATED IN THE APPROXIMATE CENTER OF THE RIDGE
 KV3575'AND AT THE WEST END.
 KV3575'
 KV3575'REFERENCE MARK NUMBER 1 IS STAMPED FRANK NO 1 1958.  IT IS ABOUT 15
 KV3575'FEET EAST OF THE STANDARD WITNESS POST, 1 FOOT SOUTH-SOUTHWEST
 KV3575'OF THE IRON PIPE, 39 FEET EAST OF THE WEST END OF THE RIDGE, 3 FEET
 KV3575'NORTH OF THE SOUTH EDGE OF THE RIDGE.
 KV3575'
 KV3575'REFERENCE MARK NUMBER 2 IS STAMPED FRANK NO 2 1958.  IT IS ABOUT 18
 KV3575'FEET WEST OF THE STANDARD WITNESS POST, 34 FEET WEST OF THE IRON
 KV3575'PIPE, 6 FEET EAST OF THE WEST END OF THE RIDGE.
 KV3575'
 KV3575'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KV3575
 KV3575                          STATION RECOVERY (1969)
 KV3575
 KV3575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 KV3575'THE STATION WAS NOT OCCUPIED AT THIS TIME.
 KV3575'THE STATION MARK
 KV3575'AND REFERENCE MARK 2 HAVE BEEN REMOVED, LEAVING THE SHANKS IN THE
 KV3575'DRILL HOLE.  REFERENCE MARK 1 WAS RECOVERED IN FAIR CONDITION.
 KV3575'NEW DISKS AND THE WITNESS POST WERE NOT SET BECAUSE OF VANDALISM.  A
 KV3575'SHORTER MEASUREMENT OF 0.20 FEET TO REFERENCE MARK 1 AND A SHORTER
 KV3575'MEASUREMENT OF 0.14 FEET TO REFERENCE MARK 2 WAS NOTED.  THE
 KV3575'DIRECTION TO THE REFERENCE MARKS IS IN ERROR.  THE TO REACH IS
 KV3575'CONFUSING AND IN ERROR.  A NEW DESCRIPTION FOLLOWS.
 KV3575'
 KV3575'THE STATION IS 1 MILE NORTHWEST OF THE DELAWARE WATER GAP, 1 MILE
 KV3575'NORTHEAST OF INTERCHANGE 52 ON INTERSTATE HIGHWAY 80, ON THE WEST
 KV3575'END OF A ROCK ESCARPMENT ON A HIGH WOODED RIDGE.
 KV3575'
 KV3575'TO REACH THE STATION FROM THE BRIDGE OVER INTERSTATE HIGHWAY 80 AT
 KV3575'INTERCHANGE 52, GO NORTH ON U.S. HIGHWAY 209 FOR 0.3 MILE TO STATE
 KV3575'HIGHWAY 447 AND A HOLIDAY INN MOTEL ON THE LEFT.  CONTINUE NORTH ON
 KV3575'U.S. HIGHWAY 209 FOR 0.35 MILE TO A DRIVEWAY ON THE RIGHT LEADING
 KV3575'TO THE HOME OF O.B. SHIVELY.  TURN RIGHT AND GO SOUTH ON THE DRIVEWAY
 KV3575'FOR 0.2 MILE TO THE HOUSE AT THE END OF THE DRIVEWAY AND THE END OF
 KV3575'TRUCK TRAVEL.  FROM THE REAR OF THE HOUSE, WALK SOUTHEAST THROUGH THE
 KV3575'WOODS FOR 0.2 MILE TO A DIM WOODS ROAD.  FOLLOW THE ROAD SOUTH FOR
 KV3575'0.1 MILE TO ITS END AT THE EAST END OF A ROCK ESCARPMENT.  GO
 KV3575'SOUTH ON A DIM BLAZED TRAIL AROUND THE EAST END OF THE ESCARPMENT FOR
 KV3575'0.05 MILE, TURN RIGHT AND GO WEST ON THE TRAIL ALONG THE SOUTH SIDE
 KV3575'OF THE ESCARPMENT FOR 0.2 MILE TO A 12 INCH TRIANGULAR BLAZED OAK
 KV3575'TREE.  CONTINUE WEST FOR 75 FEET, TURN RIGHT AND CLIMB EAST UP
 KV3575'THE ROCKS FOR 25 FEET TO THE STATION.
 KV3575'
 KV3575'THE STATION IS THE CENTER OF THE SHANK OF THE ORIGINAL DISK.  IT IS
 KV3575'23 FEET EAST-NORTHEAST OF THE WEST END, AND 4 FEET NORTH OF THE
 KV3575'SOUTH EDGE OF THE ESCARPMENT, AND 15.7 FEET WEST-SOUTHWEST (NOT 1
 KV3575'FOOT SOUTH-SOUTHWEST AS PREVIOUSLY NOTED) OF A 2 INCH PIPE
 KV3575'EMBEDDED IN BEDROCK WHICH PROJECTS 4 INCHES ABOVE GROUND.  THE SHANK
 KV3575'IS SET IN A DRILL HOLE IN BEDROCK.
 KV3575'
 KV3575'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK STAMPED FRANK NO 1
 KV3575'1958, CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 37.5 FEET
 KV3575'NORTHEAST OF THE WEST END AND 4 FEET SOUTHEAST OF THE NORTH EDGE OF
 KV3575'THE ESCARPMENT, 1.3 FEET SOUTH OF THE PIPE AND 2 FEET HIGHER
 KV3575'THAN THE STATION.  IT IS NOT EAST-SOUTHEAST OF THE STATION AS
 KV3575'PREVIOUSLY NOTED.
 KV3575'
 KV3575'REFERENCE MARK 2 IS THE CENTER OF THE SHANK OF THE ORIGINAL DISK, SET
 KV3575'IN A DRILL HOLE IN BEDROCK.  IT IS 34.1 FEET WEST-SOUTHWEST OF
 KV3575'THE PIPE, 1 FOOT NORTH OF THE SOUTH EDGE AND 4 FEET EAST-NORTHEAST OF
 KV3575'THE WEST END OF THE ESCARPEMNT AND 2 FEET LOWER THAN THE STATION.
 KV3575'IT IS NOT WEST-NORTHWEST OF THE STATION AS PREVIOUSLY NOTED.
 KV3575'
 KV3575'THERE IS NO AZIMUTH MARK FOR THIS STATION.
 KV3575'
 KV3575'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES
 KV3575'EAST-NORTHEAST OF STROUDSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3664 ***********************************************************************
 KV3664  DESIGNATION -  FRANKFORD LENNING CO STANDPIPE
 KV3664  PID         -  KV3664
 KV3664  STATE/COUNTY-  PA/PHILADELPHIA
 KV3664  USGS QUAD   -  FRANKFORD (1997)
 KV3664
 KV3664                         *CURRENT SURVEY CONTROL
 KV3664  ___________________________________________________________________
 KV3664* NAD 83(1992)-  40 00 13.38425(N)    075 03 41.47809(W)     ADJUSTED  
 KV3664* NAVD 88     -                                                        
 KV3664  ___________________________________________________________________
 KV3664  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 KV3664  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KV3664
 KV3664  HORZ ORDER  -  THIRD
 KV3664
 KV3664.The horizontal coordinates were established by classical geodetic methods
 KV3664.and adjusted by the National Geodetic Survey in June 2002..
 KV3664
 KV3664
 KV3664.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3664
 KV3664.The geoid height was determined by GEOID03.
 KV3664
 KV3664;                    North         East     Units Scale Factor Converg.
 KV3664;SPC PA S     -    77,929.991   829,529.267   MT  0.99998974   +1 44 39.4
 KV3664;SPC PA S     -   255,675.31  2,721,547.27   sFT  0.99998974   +1 44 39.4
 KV3664;SPC NJ       -   130,078.202   102,056.757   MT  0.99992829   -0 21 39.5
 KV3664;SPC NJ       -   426,764.90    334,831.21   sFT  0.99992829   -0 21 39.5
 KV3664;UTM  18      - 4,428,171.676   494,748.812   MT  0.99960034   -0 02 22.4
 KV3664
 KV3664                          SUPERSEDED SURVEY CONTROL
 KV3664
 KV3664  NAD 83(1996)-  40 00 13.38425(N)    075 03 41.47809(W) AD(       ) 4
 KV3664  NAD 83(1991)-  40 00 13.38148(N)    075 03 41.48104(W) AD(       ) 4
 KV3664  NAD 83(1986)-  40 00 13.38054(N)    075 03 41.48402(W) AD(       ) 4
 KV3664  NAD 27      -  40 00 12.97700(N)    075 03 42.85800(W) AD(       ) 3
 KV3664
 KV3664.Superseded values are not recommended for survey control.
 KV3664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3664.See file dsdata.txt to determine how the superseded data were derived.
 KV3664
 KV3664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9474928172(NAD 83)
 KV3664_MARKER: 52 = STANDPIPE TANK
 KV3664
 KV3664  HISTORY     - Date     Condition        Report By
 KV3664  HISTORY     - 1925     FIRST OBSERVED   CGS
 KV3664  HISTORY     - 1946     GOOD             CGS
 KV3664
 KV3664                          STATION DESCRIPTION
 KV3664
 KV3664'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 KV3664'LOCATED BETWEEN BRILL ST. AND FRANKFORD CREEK, FRANKFORD.  THIS
 KV3664'STANDPIPE IS OWNED BY CHAS. LENNIG AND CO.  THIS IS A U.S.
 KV3664'ENGINEERS INTERSECTION STATION.
 KV3664
 KV3664                          STATION RECOVERY (1946)
 KV3664
 KV3664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 KV3664'STATION RECOVERED IN ORIGINAL POSITION AND IN GOOD CONDITION.
 KV3664'DESCRIPTION ADEQUATE.
 KV3664'
 KV3664'PREVIOUSLY LISTED AS CHARLES LENNIG STANDPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3668 ***********************************************************************
 KV3668  DESIGNATION -  FRANKFORD LENNING CO CHIMNEY
 KV3668  PID         -  KV3668
 KV3668  STATE/COUNTY-  PA/PHILADELPHIA
 KV3668  USGS QUAD   -  FRANKFORD (1997)
 KV3668
 KV3668                         *CURRENT SURVEY CONTROL
 KV3668  ___________________________________________________________________
 KV3668* NAD 83(1992)-  40 00 13.06950(N)    075 03 40.21614(W)     ADJUSTED  
 KV3668* NAVD 88     -                                                        
 KV3668  ___________________________________________________________________
 KV3668  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 KV3668  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KV3668
 KV3668  HORZ ORDER  -  THIRD
 KV3668
 KV3668.The horizontal coordinates were established by classical geodetic methods
 KV3668.and adjusted by the National Geodetic Survey in June 2002..
 KV3668
 KV3668
 KV3668.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3668
 KV3668.The geoid height was determined by GEOID03.
 KV3668
 KV3668;                    North         East     Units Scale Factor Converg.
 KV3668;SPC PA S     -    77,921.199   829,559.481   MT  0.99998975   +1 44 40.2
 KV3668;SPC PA S     -   255,646.47  2,721,646.40   sFT  0.99998975   +1 44 40.2
 KV3668;SPC NJ       -   130,068.307   102,086.626   MT  0.99992825   -0 21 38.7
 KV3668;SPC NJ       -   426,732.44    334,929.21   sFT  0.99992825   -0 21 38.7
 KV3668;UTM  18      - 4,428,161.951   494,778.725   MT  0.99960034   -0 02 21.6
 KV3668
 KV3668                          SUPERSEDED SURVEY CONTROL
 KV3668
 KV3668  NAD 83(1996)-  40 00 13.06950(N)    075 03 40.21614(W) AD(       ) 4
 KV3668  NAD 83(1991)-  40 00 13.06674(N)    075 03 40.21910(W) AD(       ) 4
 KV3668  NAD 83(1986)-  40 00 13.06578(N)    075 03 40.22208(W) AD(       ) 4
 KV3668  NAD 27      -  40 00 12.66000(N)    075 03 41.59400(W) AD(       ) 3
 KV3668
 KV3668.Superseded values are not recommended for survey control.
 KV3668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3668.See file dsdata.txt to determine how the superseded data were derived.
 KV3668
 KV3668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9477928162(NAD 83)
 KV3668_MARKER: 85 = CHIMNEY
 KV3668
 KV3668  HISTORY     - Date     Condition        Report By
 KV3668  HISTORY     - 1925     FIRST OBSERVED   CGS
 KV3668  HISTORY     - 1946     GOOD             CGS
 KV3668
 KV3668                          STATION DESCRIPTION
 KV3668
 KV3668'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 KV3668'LOCATED BETWEEN BRILL ST. AND FRANKFORD CREEK, FRANKFORD, AND OWNED
 KV3668'BY CHAS. LENNIG AND CO.
 KV3668
 KV3668                          STATION RECOVERY (1946)
 KV3668
 KV3668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 KV3668'STATION RECOVERED IN ORIGINAL POSITION AND IN GOOD CONDITION.
 KV3668'DESCRIPTION ADEQUATE.
 KV3668'
 KV3668'PREVIOUSLY LISTED AS CHARLES LENNIG CHIMNEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3677 ***********************************************************************
 KV3677  DESIGNATION -  FRANKFORD PUMPING 2
 KV3677  PID         -  KV3677
 KV3677  STATE/COUNTY-  PA/PHILADELPHIA
 KV3677  USGS QUAD   -  FRANKFORD (1997)
 KV3677
 KV3677                         *CURRENT SURVEY CONTROL
 KV3677  ___________________________________________________________________
 KV3677* NAD 83(1992)-  40 00 48.73591(N)    075 02 50.76877(W)     ADJUSTED  
 KV3677* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 KV3677  ___________________________________________________________________
 KV3677  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 KV3677  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KV3677
 KV3677  HORZ ORDER  -  THIRD
 KV3677
 KV3677.The horizontal coordinates were established by classical geodetic methods
 KV3677.and adjusted by the National Geodetic Survey in June 2002..
 KV3677
 KV3677.The orthometric height was scaled from a topographic map.
 KV3677
 KV3677.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3677
 KV3677.The geoid height was determined by GEOID03.
 KV3677
 KV3677;                    North         East     Units Scale Factor Converg.
 KV3677;SPC PA S     -    79,056.526   830,698.119   MT  0.99998843   +1 45 12.3
 KV3677;SPC PA S     -   259,371.29  2,725,382.08   sFT  0.99998843   +1 45 12.3
 KV3677;SPC NJ       -   131,160.971   103,266.130   MT  0.99992688   -0 21 07.2
 KV3677;SPC NJ       -   430,317.29    338,798.96   sFT  0.99992688   -0 21 07.2
 KV3677;UTM  18      - 4,429,260.856   495,951.697   MT  0.99960020   -0 01 49.8
 KV3677
 KV3677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3677!SPC PA S     -   1.00000459  x   0.99998843  =   0.99999302
 KV3677!SPC NJ       -   1.00000459  x   0.99992688  =   0.99993147
 KV3677!UTM  18      -   1.00000459  x   0.99960020  =   0.99960479
 KV3677
 KV3677:                Primary Azimuth Mark                     Grid Az
 KV3677:SPC PA S     -  TACONY H DISSTON SONS CHIMNEY            050 28 39.1
 KV3677:SPC NJ       -  TACONY H DISSTON SONS CHIMNEY            052 34 58.6
 KV3677:UTM  18      -  TACONY H DISSTON SONS CHIMNEY            052 15 41.2
 KV3677
 KV3677|---------------------------------------------------------------------|
 KV3677| PID    Reference Object                     Distance      Geod. Az  |
 KV3677|                                                           dddmmss.s |
 KV3677| KV3678 TACONY H DISSTON SONS CHIMNEY       APPROX. 0.9 KM 0521351.4 |
 KV3677| KV3683 RIVERTON PAL WATER WKS CHIMNEY      APPROX. 1.9 KM 0990241.8 |
 KV3677| CB3359 FRANKFORD PUMPING 2 RM 1             23.735 METERS 21734     |
 KV3677| KV3668 FRANKFORD LENNING CO CHIMNEY        APPROX. 1.6 KM 2265012.4 |
 KV3677| KV3671 BRIDESBURG PRESB CHURCH SPIRE       APPROX. 2.0 KM 2320628.2 |
 KV3677|---------------------------------------------------------------------|
 KV3677
 KV3677                          SUPERSEDED SURVEY CONTROL
 KV3677
 KV3677  NAD 83(1996)-  40 00 48.73590(N)    075 02 50.76876(W) AD(       ) 3
 KV3677  NAD 83(1991)-  40 00 48.73330(N)    075 02 50.77162(W) AD(       ) 3
 KV3677  NAD 83(1986)-  40 00 48.73278(N)    075 02 50.77385(W) AD(       ) 3
 KV3677  NAD 27      -  40 00 48.33100(N)    075 02 52.15100(W) AD(       ) 3
 KV3677
 KV3677.Superseded values are not recommended for survey control.
 KV3677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3677.See file dsdata.txt to determine how the superseded data were derived.
 KV3677
 KV3677_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9595229261(NAD 83)
 KV3677_MARKER: B = BOLT
 KV3677_SETTING: 0 = UNSPECIFIED SETTING
 KV3677
 KV3677  HISTORY     - Date     Condition        Report By
 KV3677  HISTORY     - 1925     MONUMENTED       CGS
 KV3677  HISTORY     - 1933     GOOD             CGS
 KV3677  HISTORY     - 1935     GOOD             CGS
 KV3677  HISTORY     - 1946     GOOD             CGS
 KV3677
 KV3677                          STATION DESCRIPTION
 KV3677
 KV3677'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 KV3677'THIS STATION IS THE REFERENCE MARK OF THE OLD STATION FRANKFORD
 KV3677'PUMPING, WHICH IS NEAR THE FRANKFORD OR LARDNERS POINT PUMPING
 KV3677'STATION.  STATION MARK CONSISTS OF A COPPER BOLT 5 INCHES LONG BURIED
 KV3677'IN TOP OF THE CONCRETE INTAKE WHICH IS LOCATED BETWEEN THE
 KV3677'PHILADELPHIA ELECTRIC CO. AND THE FRANKFORD PUMPING STATION.  THE OLD
 KV3677'WHARF AND PUMPING STATION HAVE BEEN TORN DOWN, BUT A NEW PUMPING
 KV3677'STATION HAS BEEN BUILT FARTHER INLAND.  THE BOLT IS A 1/2-INCH COPPER
 KV3677'ONE, 5 INCHES LONG AND PROJECTS 1/2 INCH ABOVE THE CONCRETE.  A
 KV3677'TRIANGLE WITH A HOLE IN THE CENTER IS FILED IN THE TOP.  REFERENCE
 KV3677'MARK IS A STANDARD DISK CEMENTED IN A DRILLED HOLE IN CONCRETE
 KV3677'BULKHEAD OF PHILADELPHIA ELECTRIC COMPANY.
 KV3677'
 KV3677'HEIGHT OF SIGNAL ABOVE STATION MARK - 2-1/2 METERS.
 KV3677
 KV3677                          STATION RECOVERY (1933)
 KV3677
 KV3677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV3677'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION EXCEPT THAT THE
 KV3677'TRIANGLE HAS BEEN BATTERED OFF THE BOLT, BUT THE HOLE IN THE BOLT
 KV3677'WHICH MARKS THE LOCATION IS STILL THERE.  THE MARK IS A 3/4-INCH
 KV3677'COPPER BOLT WHICH PROJECTS 1/2 INCH, SET IN THE TOP OF A CONCRETE
 KV3677'BULKHEAD 3-1/2 FEET HIGH ON THE WATER FRONT.  THE STATION IS IN THE
 KV3677'NE PART OF PHILADELPHIA ON THE GROUNDS OF THE FRANKFORD PUMPING
 KV3677'STATION.  TO REACH FROM NE PHILADELPHIA TAKE STATE HIGHWAY NO. 73
 KV3677'TOWARDS THE TACONY-PALMYRA BRIDGE.  JUST BEFORE REACHING THE
 KV3677'APPROACH OF THE BRIDGE YOU PASS UNDER A RAILROAD
 KV3677'UNDERPASS.  HERE TAKE
 KV3677'STATE ROAD TO
 KV3677'THE W (RIGHT) FOR 0.15 MILE TO A MACADAM ROAD, TAKE LEFT (S) 0.2 MILE
 KV3677'TO STATION AND RIVER-FRONT.  THE STATION IS 77.84 FEET NE OF OLD
 KV3677'REFERENCE MARK NO. 1 WHICH IS A STANDARD COAST AND GEODETIC SURVEY
 KV3677'TABLET, 53.01 FEET SE OF PUMP-1933 N 73 DEG 35 MIN W.
 KV3677'
 KV3677'OLD REFERENCE MARK NO. 1 (125) IS IN THE SEA WALL 32.57 FEET S OF SE
 KV3677'CORNER OF THE PHILA. ELEC. CO. BUILDING, 76.78 FEET SW OF
 KV3677'PUMP-1933.
 KV3677'
 KV3677'PUMP-1933 IS 52 FEET NE OF SE CORNER OF PHILA. ELEC. CO. BUILDING, 40
 KV3677'FEET E OF THE SAME BUILDING, AND ABOUT 40 FEET N OF SEA WALL.  THE
 KV3677'MARK PROJECTS 4 INCHES.
 KV3677
 KV3677                          STATION RECOVERY (1935)
 KV3677
 KV3677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV3677'NE OF PHILADELPHIA, 0.2 MILE DOWNSTREAM FROM THE W END OF THE
 KV3677'TACONY-PALMYRA BRIDGE, NEAR THE SE CORNER OF THE
 KV3677'PHILADELPHIA ELECTRIC COMPANY BUILDING, IN A CONCRETE BULKHEAD AT THE
 KV3677'RIVER EDGE, AND 3-1/2 FEET ABOVE THE ADJACENT GROUND.  A COPPER
 KV3677'BOLT WITH CENTER HOLE, PROJECTING 1/2 INCH.  REFERENCE MARK NO. 1 IS
 KV3677'A STANDARD TABLET ON TOP OF RIVER WALL 32.57 FEET S OF SE CORNER OF
 KV3677'ELECTRIC COMPANY BUILDING.
 KV3677'
 KV3677'SEE DESCRIPTION OF PUMP.
 KV3677'
 KV3677'POSITION NOT REDETERMINED.
 KV3677
 KV3677                          STATION RECOVERY (1946)
 KV3677
 KV3677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 KV3677'STATION MARK AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.
 KV3677'DISTANCE TO REFERENCE MARK WAS MEASURED AND FOUND TO BE CORRECT.
 KV3677'THE ORIGINAL 1925 DESCRIPTION AND THE 1933 AND 1935 RECOVERY NOTES
 KV3677'ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2074 ***********************************************************************
 MA2074  DESIGNATION -  FRANKLIN
 MA2074  PID         -  MA2074
 MA2074  STATE/COUNTY-  PA/VENANGO
 MA2074  USGS QUAD   -  FRANKLIN (1972)
 MA2074
 MA2074                         *CURRENT SURVEY CONTROL
 MA2074  ___________________________________________________________________
 MA2074* NAD 83(1992)-  41 23 43.45695(N)    079 49 17.59668(W)     ADJUSTED  
 MA2074* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 MA2074  ___________________________________________________________________
 MA2074  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 MA2074  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 MA2074
 MA2074  HORZ ORDER  -  SECOND
 MA2074
 MA2074.The horizontal coordinates were established by classical geodetic methods
 MA2074.and adjusted by the National Geodetic Survey in June 2002..
 MA2074
 MA2074.The orthometric height was scaled from a topographic map.
 MA2074
 MA2074.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2074
 MA2074.The geoid height was determined by GEOID03.
 MA2074
 MA2074;                    North         East     Units Scale Factor Converg.
 MA2074;SPC PA N     -   138,527.690   426,779.091   MT  0.99995691   -1 22 13.5
 MA2074;SPC PA N     -   454,486.26  1,400,191.07   sFT  0.99995691   -1 22 13.5
 MA2074;UTM  17      - 4,583,322.224   598,515.293   MT  0.99971944   +0 46 45.5
 MA2074
 MA2074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2074!SPC PA N     -   0.99995695  x   0.99995691  =   0.99991386
 MA2074!UTM  17      -   0.99995695  x   0.99971944  =   0.99967640
 MA2074
 MA2074|---------------------------------------------------------------------|
 MA2074| PID    Reference Object                     Distance      Geod. Az  |
 MA2074|                                                           dddmmss.s |
 MA2074| CX4533 FRANKLIN RM 1                        22.296 METERS 07533     |
 MA2074| CX4532 FRANKLIN AZ MK                                     1772641.1 |
 MA2074| CX4534 FRANKLIN RM 2                        20.812 METERS 20727     |
 MA2074|---------------------------------------------------------------------|
 MA2074
 MA2074                          SUPERSEDED SURVEY CONTROL
 MA2074
 MA2074  NAD 83(1995)-  41 23 43.46058(N)    079 49 17.59901(W) AD(       ) 2
 MA2074  NAD 83(1986)-  41 23 43.46125(N)    079 49 17.59872(W) AD(       ) 2
 MA2074  NAD 27      -  41 23 43.24829(N)    079 49 18.40025(W) AD(       ) 2
 MA2074
 MA2074.Superseded values are not recommended for survey control.
 MA2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2074.See file dsdata.txt to determine how the superseded data were derived.
 MA2074
 MA2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF9851583322(NAD 83)
 MA2074_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2074
 MA2074  HISTORY     - Date     Condition        Report By
 MA2074  HISTORY     - 1935     MONUMENTED       CGS
 MA2074  HISTORY     - 1949     SEE DESCRIPTION  PADH
 MA2074
 MA2074                          STATION DESCRIPTION
 MA2074
 MA2074'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 MA2074'STATION IS LOCATED ABOUT 0.8 MILE BY ROAD AND 0.5 MILE, AIRLINE, EAST
 MA2074'OF BUSINESS CENTER OF
 MA2074'FRANKLIN, U.S. HIGHWAY 62 AT THE EAST END OF THE BRIDGE CROSSING
 MA2074'FRENCH CREEK, NEAR THE JUNCTION OF FRENCH CREEK WITH THE ALLEGHENY
 MA2074'RIVER.  STATION MARK (NOTES 1A AND 7A) PROJECTING ABOUT 6 INCHES
 MA2074'ABOVE THE GROUND, IS 7.5 FEET NORTHEAST OF THE PARAPET WALL
 MA2074'BEARING A BRONZE PLATE ON THE SOUTHEAST SIDE OF THE HIGHWAY, 16 FEET
 MA2074'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 62, AND 43.8 FEET
 MA2074'NORTHWEST OF THE NEW YORK CENTRAL
 MA2074'RAILROAD TRACKS.
 MA2074'
 MA2074'REFERENCE MARK NO.1 IS 22.296 METERS (73.15 FEET) NORTHEAST OF THE
 MA2074'STATION, 28 FEET SOUTHEAST OF THE CENTERLINE OF U.S.  HIGHWAY 62, AND
 MA2074'20 FEET NORTHWEST OF THE NEW YORK CENTRAL RAILROAD TRACKS.  MARK,
 MA2074'NOTE 11A, PROJECTS 4 INCHES.
 MA2074'
 MA2074'REFERENCE MARK NO. 2 IS 20.812 METERS (68.28 FEET) SOUTH OF THE
 MA2074'STATION, SET FLUSH IN A DRILL HOLE IN THE TOP OF THE CONCRETE
 MA2074'RETAINING WALL PARALLELING THE TRACK OF NEW YORK CENTRAL RAILROAD AND
 MA2074'FORMING PART OF THE RAILROAD BRIDGE, 5.65 FEET NORTHEAST OF THE
 MA2074'SOUTHWEST END OF THE WALL AND 34.22 FEET SOUTHWEST OF NORTHEAST END
 MA2074'OF THE WALL.  DISTANCE BETWEEN REFERENCE MARKS IS 129.16 FEET.
 MA2074'
 MA2074'AZIMUTH MARK IS 0.4 MILE SOUTH OF STATION ON THE OPPOSITE SIDE OF
 MA2074'FRENCH CREEK NEAR THE JUNCTION OF THE FRENCE CREEK WITH THE
 MA2074'ALLEGHENY RIVER, 19 PACES NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 MA2074'322, 12 PACES EAST OF A CORECO GASOLINE SERVICE STATION, AND
 MA2074'9-1/2 PACES NORTH OF THE END OF THE CONCRETE SIDEWALK ON APPROACH TO
 MA2074'HIGHWAY BRIDGE.  MARK (NOTE 11A) IS SET FLUSH WITH THE GROUND.  TO
 MA2074'REACH AZIMUTH MARK FROM THE STATION, GO WEST 0.15 MILE, TURN LEFT
 MA2074'JUST ACROSS BRIDGE, GO 0.4 MILE, TURN LEFT ON U.S. HIGHWAY 322
 MA2074'AND GO 0.05 MILE.  MARK ON LEFT.
 MA2074'
 MA2074'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 MA2074
 MA2074                          STATION RECOVERY (1949)
 MA2074
 MA2074'RECOVERY NOTE BY PA DEPT OF HIGHWAYS 1949
 MA2074'THE STATION MARK AND BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 MA2074'RECOVERED BY THE PENNSYLVANIA STATE HIGHWAY DEPARTMENT.  IN
 MA2074'1952 THE STATION MARK AND REFERENCE MARK NO. 1 WERE DESTROYED TO MAKE
 MA2074'WAY FOR HIGHWAY CONSTRUCTION.  A NEW STATION, FRANKLIN 2 1952, AND
 MA2074'REFERENCE MARK NO. 3 WERE ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV7092 ***********************************************************************
 KV7092  DESIGNATION -  FRANKLIN
 KV7092  PID         -  KV7092
 KV7092  STATE/COUNTY-  PA/PHILADELPHIA
 KV7092  USGS QUAD   -  BEVERLY (1973)
 KV7092
 KV7092                         *CURRENT SURVEY CONTROL
 KV7092  ___________________________________________________________________
 KV7092* NAD 83(1996)-  40 05 15.42386(N)    074 58 16.87707(W)     ADJUSTED  
 KV7092* NAVD 88     -        33.9    (meters)     111.     (feet)  GPS OBS   
 KV7092  ___________________________________________________________________
 KV7092  X           -   1,267,065.680 (meters)                     COMP
 KV7092  Y           -  -4,719,314.467 (meters)                     COMP
 KV7092  Z           -   4,085,433.921 (meters)                     COMP
 KV7092  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 KV7092  ELLIP HEIGHT-           0.83  (meters)          (08/10/01) GPS OBS
 KV7092  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KV7092
 KV7092  HORZ ORDER  -  FIRST
 KV7092  ELLP ORDER  -  FOURTH    CLASS II
 KV7092
 KV7092.The horizontal coordinates were established by GPS observations
 KV7092.and adjusted by the National Geodetic Survey in May 1999..
 KV7092
 KV7092.The orthometric height was determined by GPS observations and a
 KV7092.high-resolution geoid model.
 KV7092
 KV7092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7092
 KV7092.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7092
 KV7092.The ellipsoidal height was determined by GPS observations
 KV7092.and is referenced to NAD 83.
 KV7092
 KV7092.The geoid height was determined by GEOID03.
 KV7092
 KV7092;                    North         East     Units Scale Factor Converg.
 KV7092;SPC PA S     -    87,479.383   836,931.722   MT  0.99997946   +1 48 10.0
 KV7092;SPC PA S     -   287,005.28  2,745,833.49   sFT  0.99997946   +1 48 10.0
 KV7092;SPC NJ       -   139,348.584   109,804.634   MT  0.99991988   -0 18 12.7
 KV7092;SPC NJ       -   457,179.48    360,250.70   sFT  0.99991988   -0 18 12.7
 KV7092;UTM  18      - 4,437,482.398   502,442.023   MT  0.99960007   +0 01 06.4
 KV7092
 KV7092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7092!SPC PA S     -   0.99999987  x   0.99997946  =   0.99997933
 KV7092!SPC NJ       -   0.99999987  x   0.99991988  =   0.99991975
 KV7092!UTM  18      -   0.99999987  x   0.99960007  =   0.99959994
 KV7092
 KV7092                          SUPERSEDED SURVEY CONTROL
 KV7092
 KV7092  NAD 83(1992)-  40 05 15.42339(N)    074 58 16.87732(W) AD(       ) 1
 KV7092  ELLIP H (06/28/94)    0.78   (m)                       GP(       ) 4 1
 KV7092
 KV7092.Superseded values are not recommended for survey control.
 KV7092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7092.See file dsdata.txt to determine how the superseded data were derived.
 KV7092
 KV7092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0244237482(NAD 83)
 KV7092_MARKER: DD = SURVEY DISK
 KV7092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7092_SP_SET: CONCRETE POST
 KV7092_STAMPING: FRANKLIN 1993
 KV7092_MARK LOGO: PA6540
 KV7092_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7092+STABILITY: SURFACE MOTION
 KV7092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7092+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2004
 KV7092
 KV7092  HISTORY     - Date     Condition        Report By
 KV7092  HISTORY     - 1993     MONUMENTED       PA6540
 KV7092  HISTORY     - 20020429 GOOD             JCLS
 KV7092  HISTORY     - 20021001 GOOD             JCLS
 KV7092  HISTORY     - 20040310 GOOD             DEWDAV
 KV7092
 KV7092                          STATION DESCRIPTION
 KV7092
 KV7092'DESCRIBED BY CITY OF PHILADELPHIA PENNSYLVANIA 1993
 KV7092'THE STATION IS LOCATED IN THE THE 66TH WARD OF THE CITY
 KV7092'OFPHILADELPHIA, AT THE CORNER OF THE NORTHWEST SIDE OF KNIGHTS ROAD
 KV7092'AND THE SOUTHWEST SIDE OF THE WESTBOUND ACCESS ROAD FOR WOODHAVEN
 KV7092'EXPRESSWAY. THE STATION IS 9.30 FT (2.83 M) FROM A BRIDGE ABUTMENT ON
 KV7092'KNIGHTS ROAD. THE STATION IS 0.3 FT (0.1 M) BELOW THE GRASS SURFACE,
 KV7092'AND IS 8 FT (2.4 M) FROM THE CURB LINE OF KNIGHTS ROAD. THE MARK IS A
 KV7092'CITY OF PHILADELPHIA HORIZONTAL CONTROL NETWORK BRASS DISC STAMPED
 KV7092'FRANKLIN 1993.
 KV7092'TO REACH STATION FROM NORTHBOUND I-95, TAKE I-95 NORTH TO EXIT 27,
 KV7092'WOODHAVEN ROAD (ROUTE 63 WEST) TO THE KNIGHTS ROAD EXIT.
 KV7092
 KV7092                          STATION RECOVERY (2002)
 KV7092
 KV7092'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 KV7092'RECOVERED IN GOOD CONDITION.
 KV7092
 KV7092                          STATION RECOVERY (2002)
 KV7092
 KV7092'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 KV7092'RECOVERED IN GOOD CONDITION.
 KV7092
 KV7092                          STATION RECOVERY (2004)
 KV7092
 KV7092'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (CSW)
 KV7092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2075 ***********************************************************************
 MA2075  DESIGNATION -  FRANKLIN 2 RESET
 MA2075  PID         -  MA2075
 MA2075  STATE/COUNTY-  PA/VENANGO
 MA2075  USGS QUAD   -  FRANKLIN (1972)
 MA2075
 MA2075                         *CURRENT SURVEY CONTROL
 MA2075  ___________________________________________________________________
 MA2075* NAD 83(1992)-  41 23 43.20803(N)    079 49 17.58192(W)     ADJUSTED  
 MA2075* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 MA2075  ___________________________________________________________________
 MA2075  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 MA2075  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 MA2075
 MA2075  HORZ ORDER  -  SECOND
 MA2075
 MA2075.The horizontal coordinates were established by classical geodetic methods
 MA2075.and adjusted by the National Geodetic Survey in June 2002..
 MA2075.No horizontal observational check was made to the station.
 MA2075
 MA2075.The orthometric height was scaled from a topographic map.
 MA2075
 MA2075.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2075
 MA2075.The geoid height was determined by GEOID03.
 MA2075
 MA2075;                    North         East     Units Scale Factor Converg.
 MA2075;SPC PA N     -   138,520.005   426,779.250   MT  0.99995691   -1 22 13.5
 MA2075;SPC PA N     -   454,461.05  1,400,191.59   sFT  0.99995691   -1 22 13.5
 MA2075;UTM  17      - 4,583,314.552   598,515.740   MT  0.99971944   +0 46 45.5
 MA2075
 MA2075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2075!SPC PA N     -   0.99995695  x   0.99995691  =   0.99991386
 MA2075!UTM  17      -   0.99995695  x   0.99971944  =   0.99967640
 MA2075
 MA2075|---------------------------------------------------------------------|
 MA2075| PID    Reference Object                     Distance      Geod. Az  |
 MA2075|                                                           dddmmss.s |
 MA2075| CX4535 FRANKLIN 2 RM 3                      24.899 METERS 05901     |
 MA2075| CX4532 FRANKLIN AZ MK                                     1772636.3 |
 MA2075| CX4534 FRANKLIN RM 2                        14.911 METERS 22127     |
 MA2075| CX4536 FRANKLIN 2 RM 4                      16.401 METERS 33304     |
 MA2075| MA2074 FRANKLIN                              7.687 METERS 35727     |
 MA2075|---------------------------------------------------------------------|
 MA2075
 MA2075                          SUPERSEDED SURVEY CONTROL
 MA2075
 MA2075  NAD 83(1995)-  41 23 43.21166(N)    079 49 17.58426(W) AD(       ) 2
 MA2075  NAD 83(1986)-  41 23 43.21233(N)    079 49 17.58397(W) AD(       ) 2
 MA2075  NAD 27      -  41 23 42.99936(N)    079 49 18.38550(W) AD(       ) 2
 MA2075
 MA2075.Superseded values are not recommended for survey control.
 MA2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2075.See file dsdata.txt to determine how the superseded data were derived.
 MA2075
 MA2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF9851683315(NAD 83)
 MA2075_MARKER: DS = TRIANGULATION STATION DISK
 MA2075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2075_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MA2075
 MA2075  HISTORY     - Date     Condition        Report By
 MA2075  HISTORY     - 1974     MONUMENTED       NGS
 MA2075  HISTORY     - 1979     GOOD             PADT
 MA2075  HISTORY     - 1979     GOOD             NGS
 MA2075
 MA2075                          STATION DESCRIPTION
 MA2075
 MA2075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MA2075'THE STATION SURFACE DISK, REFERENCE MARK 1, REFERENCE MARK 2 AND THE
 MA2075'AZIMUTH MARK WAS FOUND TO BE DESTROYED.  THE STATION
 MA2075'SUB-SURFACE DISK AND REFERENCE MARK 3 WERE FOUND IN GOOD CONDITION.
 MA2075'THE JOY MFG. CO. WATER TANK IS NOT VISIBLE DURING THE TIME
 MA2075'LEAVES ARE ON TREES.  THE DIRECTION BETWEEN REFERENCE MARK 3 AND THE
 MA2075'DRILL HOLE OF OLD REFERENCE MARK 2, CHECKED THE 1952
 MA2075'OBSERVATIONS.  THE DISTANCE TO THE DRILL HOLE AND TO REFERENCE MARK 3
 MA2075'WERE WITHIN REASONABLE AGREEMENT WITH THE DISTANCES
 MA2075'OBTAINED IN 1952.  THE DIRECTION TO THE CROSS ON CATHOLIC
 MA2075'CHURCH DID NOT AGREE WITH THE 1952 OBSERVATION, HOWEVER IT WAS
 MA2075'VERY CLOSE AND THE EXACT SPOT WHICH WAS OBSERVED IN
 MA2075'1952 COULD NOT BE DETERMINED.  THE POINT INTERSECTED AT THIS DATE WAS
 MA2075'THE TOP AND CENTER OF THE CROSS.
 MA2075'
 MA2075'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 MA2075'
 MA2075'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF OIL CITY, 1/2 MILE
 MA2075'EAST OF THE CENTER OF FRANKLIN AND AT THE EAST CORNER OF THE
 MA2075'HIGHWAY BRIDGE FOR STATE HIGHWAYS 8 AND 62 WHERE IT CROSSES FRENCH
 MA2075'CREEK.  THE STATION IS LOCATED ON STATE HIGHWAY RIGHT-OF-WAY.
 MA2075'
 MA2075'TO REACH FROM THE INTERSECTION OF HIGHWAYS 62, 322 AND 8 IN FRANKLIN,
 MA2075'GO NORTHEAST ON HIGHWAYS 62 AND 8 FOR 0.15 MILE TO THE EAST
 MA2075'END OF THE BRIDGE OVER FRENCH CREEK AND THE STATION ON THE RIGHT.
 MA2075'
 MA2075'THE STATION MARK IS A STANDARD DISK STAMPED FRANKLIN 2 1952 1974, SET
 MA2075'IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS
 MA2075'FLUSH ON THE SOUTHEAST SIDE AND 2 INCHES BELOW THE SURFACE ON THE
 MA2075'NORTHWEST SIDE.  IT IS 28 FEET SOUTHEAST OF THE CENTER OF
 MA2075'HIGHWAYS 62 AND 8, 20 FEET NORTHWEST OF THE NORTHWEST RAIL OF A
 MA2075'RAILROAD, 4.5 FEET EAST OF THE NORTH CORNER OF THE SOUTHEAST
 MA2075'BANISTER OF THE BRIDGE, 4.3 FEET NORTHWEST OF THE SOUTHEAST CORNER
 MA2075'OF THE SOUTHEAST BANISTER OF THE BRIDGE AND 2.6 FEET
 MA2075'SOUTHEAST OF THE MOST SOUTH EDGE OF THE CURB ALONG THE
 MA2075'SOUTHEAST SIDE OF THE HIGHWAY.
 MA2075'
 MA2075'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FRANKLIN 2 NO 3 1949, SET
 MA2075'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 MA2075'WHICH IS FLUSH WITH THE SURFACE.  IT IS 86 FEET EAST OF THE SOUTHEAST
 MA2075'BANISTER OF THE BRIDGE, 30 FEET SOUTHEAST OF THE
 MA2075'CENTER OF THE HIGHWAY AND 17 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 MA2075'THE RAILROAD.
 MA2075'
 MA2075'REFERENCE MARK 4 IS A STANDARD DISK STAMPED FRANKLIN 2 1952 NO 4
 MA2075'1974, CEMENTED IN A DRILL HOLE IN THE NORTHWEST SIDEWALK FOR
 MA2075'THE BRIDGE.  IT IS ON THE NORTH EDGE OF THE BRIDGE, 26 FEET NORTHWEST
 MA2075'OF THE CENTER OF THE HIGHWAY, 9 FEET SOUTHEAST OF
 MA2075'THE MOST NORTHEAST LIGHTPOLE FOR THE BRIDGE AND 8 FEET SOUTHEAST OF
 MA2075'THE NORTHWEST BANISTER.
 MA2075'
 MA2075'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1/2 MILE SOUTHEAST
 MA2075'OF FRANKLIN.
 MA2075
 MA2075                          STATION RECOVERY (1979)
 MA2075
 MA2075'RECOVERY NOTE BY PA DEPT OF TRANSP 1979 (FAP)
 MA2075'FRANKLIN 2 1949 RECOVERED GOOD.
 MA2075'
 MA2075'FRANKLIN 2 NO 3 1949 RECOVERED GOOD.
 MA2075'
 MA2075'FRANKLIN 2 NO 4 1974 RECOVERED GOOD.
 MA2075'
 MA2075'DISTANCE AND DIRECTION FROM NEAREST TOWN--FRANKLIN.
 MA2075
 MA2075                          STATION RECOVERY (1979)
 MA2075
 MA2075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RGP)
 MA2075'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 MA2075'AS DESCRIBED IN THE 1974 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2068 ***********************************************************************
 MA2068  DESIGNATION -  FRANKLIN HEIGHTS MUNICIPAL TK
 MA2068  PID         -  MA2068
 MA2068  STATE/COUNTY-  PA/VENANGO
 MA2068  USGS QUAD   -  FRANKLIN (1972)
 MA2068
 MA2068                         *CURRENT SURVEY CONTROL
 MA2068  ___________________________________________________________________
 MA2068* NAD 83(1992)-  41 23 00.85245(N)    079 50 15.90064(W)     ADJUSTED  
 MA2068* NAVD 88     -                                                        
 MA2068  ___________________________________________________________________
 MA2068  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 MA2068  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 MA2068
 MA2068  HORZ ORDER  -  THIRD
 MA2068
 MA2068.The horizontal coordinates were established by classical geodetic methods
 MA2068.and adjusted by the National Geodetic Survey in June 2002..
 MA2068
 MA2068
 MA2068.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2068
 MA2068.The geoid height was determined by GEOID03.
 MA2068
 MA2068;                    North         East     Units Scale Factor Converg.
 MA2068;SPC PA N     -   137,246.280   425,393.421   MT  0.99995701   -1 22 52.1
 MA2068;SPC PA N     -   450,282.17  1,395,644.92   sFT  0.99995701   -1 22 52.1
 MA2068;UTM  17      - 4,581,990.059   597,178.983   MT  0.99971622   +0 46 06.3
 MA2068
 MA2068                          SUPERSEDED SURVEY CONTROL
 MA2068
 MA2068  NAD 83(1995)-  41 23 00.85588(N)    079 50 15.90310(W) AD(       ) 4
 MA2068  NAD 83(1986)-  41 23 00.85679(N)    079 50 15.90286(W) AD(       ) 4
 MA2068  NAD 27      -  41 23 00.64349(N)    079 50 16.70209(W) AD(       ) 3
 MA2068
 MA2068.Superseded values are not recommended for survey control.
 MA2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2068.See file dsdata.txt to determine how the superseded data were derived.
 MA2068
 MA2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF9717981990(NAD 83)
 MA2068
 MA2068  HISTORY     - Date     Condition        Report By
 MA2068  HISTORY     - 1967     MONUMENTED       CGS
 MA2068  HISTORY     - 1977     GOOD             NGS
 MA2068
 MA2068                          STATION DESCRIPTION
 MA2068
 MA2068'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MA2068'STATION IS THE TOP CENTER OF THE WATER TANK.  IT IS A LARGE, SILVER
 MA2068'COLORED TANK SUPPORTED BY 5 LEGS AND HAS A LARGE PIPE
 MA2068'EXTENDING DOWN FROM THE CENTER.  THE TANK IS ABOUT 150 FEET HIGH, ON
 MA2068'THE HIGHPOINT OF A RIDGE, IN A HOUSING AREA ABOUT 1 MILE
 MA2068'SOUTH OF FRANKLIN AND 0.7 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY
 MA2068'62 AND STATE HIGHWAY 8.
 MA2068
 MA2068                          STATION RECOVERY (1977)
 MA2068
 MA2068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JWB)
 MA2068'THE STATION WAS RECOVERED AS DESCRIBED WITH THE EXCEPTION THAT THE
 MA2068'TANK IS NOW PAINTED LIGHT GREEN.
 MA2068'
 MA2068'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTH OF
 MA2068'FRANKLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2274 ***********************************************************************
 MA2274  DESIGNATION -  FRANO
 MA2274  PID         -  MA2274
 MA2274  STATE/COUNTY-  PA/JEFFERSON
 MA2274  USGS QUAD   -  FALLS CREEK (1994)
 MA2274
 MA2274                         *CURRENT SURVEY CONTROL
 MA2274  ___________________________________________________________________
 MA2274* NAD 83(1992)-  41 12 04.36939(N)    078 46 53.53854(W)     ADJUSTED  
 MA2274* NAVD 88     -       550.2    (meters)    1805.     (feet)  VERTCON   
 MA2274  ___________________________________________________________________
 MA2274  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 MA2274  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 MA2274
 MA2274  HORZ ORDER  -  SECOND
 MA2274
 MA2274.The horizontal coordinates were established by classical geodetic methods
 MA2274.and adjusted by the National Geodetic Survey in June 2002..
 MA2274
 MA2274.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2274
 MA2274.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2274
 MA2274.The geoid height was determined by GEOID03.
 MA2274
 MA2274;                    North         East     Units Scale Factor Converg.
 MA2274;SPC PA N     -   115,405.340   513,480.958   MT  0.99996392   -0 40 56.7
 MA2274;SPC PA N     -   378,625.69  1,684,645.44   sFT  0.99996392   -0 40 56.7
 MA2274;UTM  17      - 4,563,466.834   686,013.690   MT  1.00002586   +1 27 42.2
 MA2274
 MA2274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2274!SPC PA N     -   0.99991876  x   0.99996392  =   0.99988268
 MA2274!UTM  17      -   0.99991876  x   1.00002586  =   0.99994461
 MA2274
 MA2274|---------------------------------------------------------------------|
 MA2274| PID    Reference Object                     Distance      Geod. Az  |
 MA2274|                                                           dddmmss.s |
 MA2274| CJ9811 FRANO RM 1                           12.606 METERS 05716     |
 MA2274| MA2284 FRANO 1968 AZ MK                    APPROX. 0.7 KM 2880208.4 |
 MA2274| CJ9812 FRANO RM 2                           13.316 METERS 31118     |
 MA2274|---------------------------------------------------------------------|
 MA2274
 MA2274                          SUPERSEDED SURVEY CONTROL
 MA2274
 MA2274  NAD 83(1986)-  41 12 04.37015(N)    078 46 53.54070(W) AD(       ) 2
 MA2274  NAD 27      -  41 12 04.14878(N)    078 46 54.43602(W) AD(       ) 2
 MA2274  NGVD 29 (07/19/86)  550.3    (m)         1805.     (f) VERT ANG       
 MA2274
 MA2274.Superseded values are not recommended for survey control.
 MA2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2274.See file dsdata.txt to determine how the superseded data were derived.
 MA2274
 MA2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF8601463467(NAD 83)
 MA2274_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2274
 MA2274  HISTORY     - Date     Condition        Report By
 MA2274  HISTORY     - 1968     MONUMENTED       CGS
 MA2274  HISTORY     - 1974     GOOD             NGS
 MA2274
 MA2274                          STATION DESCRIPTION
 MA2274
 MA2274'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA2274'THE STATION IS LOCATED 6 MILES NORTH-NORTHWEST OF DUBOIS, 3-1/4 MILES
 MA2274'SOUTH OF BROCKWAY, ABOUT 1 MILE WEST OF U.S.  HIGHWAY 219, ON A
 MA2274'SMALL BARE KNOLL IN THE APPROXIMATE CENTER OF A ABANDONED STRIP MINE,
 MA2274'ON PROPERTY OWNED BY MR. FRANK A. FRANO.
 MA2274'
 MA2274'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 129 AND STATE
 MA2274'HIGHWAY 28 IN BROCKWAY, GO SOUTH ON U.S. HIGHWAY 219 FOR 0.8 MILE
 MA2274'TO AN OVERHEAD RAILROAD BRIDGE.  CONTINUE SOUTHERLY ON U.S. HIGHWAY
 MA2274'219 FOR 1.3 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 MA2274'SOUTHWEST ON LEGISLATIVE ROUTE 33044 FOR 0.15 MILE TO A SIDE ROAD
 MA2274'LEFT, JUST AFTER PASSING UNDER A RAILROAD BRIDGE.  TURN LEFT AND
 MA2274'GO WESTERLY ON LEGISLATIVE ROUTE 33092 FOR 1.2 MILES TO A SIDE ROAD
 MA2274'LEFT NEAR THE TOP OF A LONG GRADE.  (TO REACH THE AZIMUTH MARK,
 MA2274'CONTINUE UPHILL FOR 0.15 MILE TO THE TOP OF THE GRADE AND THE MARK ON
 MA2274'THE RIGHT.) TURN LEFT AND GO SOUTHERLY ON THE GRAVEL ROAD FOR 0.45
 MA2274'MILE TO A TRACK ROAD ON THE LEFT.  TURN SHARP LEFT AND GO EAST
 MA2274'AND NORTH ON THE TRACK ROAD FOR 0.25 MILE TO A SHARP CURVE LEFT.
 MA2274'TURN LEFT AND FOLLOW THE TRACK ROAD WESTERLY FOR 0.05 MILE TO THE
 MA2274'HIGH GROUND AND THE STATION AS DESCRIBED.
 MA2274'
 MA2274'THE STATION MARK IS 3.1 FEET NORTHEAST OF A METAL WITNESS POST AND
 MA2274'SIGN.  IT IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A 12 INCH
 MA2274'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE GROUND.  IT IS
 MA2274'STAMPED FRANO 1967.
 MA2274'
 MA2274'REFERENCE MARK 1 IS 44.3 FEET NORTHEAST OF THE METAL WITNESS POST AND
 MA2274'SIGN.  IT IS A STANDARD AZIMUTH DISK SET IN THE TOP OF A 12 INCH
 MA2274'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE GROUND.  IT IS
 MA2274'STAMPED FRANO NO. 1 1967.
 MA2274'
 MA2274'REFERENCE MARK 2 IS 42.5 FEET NORTHWEST OF THE METAL WITNESS POST AND
 MA2274'SIGN.  IT IS A STANDARD REFERENCE DISK SET IN THE TOP OF A 12 INCH
 MA2274'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE GROUND.  IT IS
 MA2274'STAMPED FRANO NO. 2 1967.
 MA2274'
 MA2274'THE AZIMUTH MARK IS 44.5 FEET WEST OF THE APPROXIMATE CENTER OF
 MA2274'LEGISLATIVE ROUTE 33092, 2.3 FEET WEST OF A METAL WITNESS POST
 MA2274'AND SIGN, AND 1.8 FEET EAST OF TELEPHONE POLE 110028.  IT IS A
 MA2274'STANDARD REFERENCE DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 MA2274'POST WHICH PROJECTS 2 INCHES ABOVE GROUND.  IT IS STAMPED FRANO AZ1
 MA2274'1967.
 MA2274'
 MA2274'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 MA2274
 MA2274                          STATION RECOVERY (1974)
 MA2274
 MA2274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MA2274'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 MA2274'AS DESCRIBED IN THE 1968 DESCRIPTION.  THIS STATION WILL SOON BE
 MA2274'DESTROYED BY STRIP MINE OPERATIONS AND A NEW STATION FRANO 2 WAS
 MA2274'ESTABLISHED AT THIS DATE TO REPLACE IT WHEN IT IS DESTROYED.  THE
 MA2274'NEW STATION WAS ESTABLISHED NEAR WHERE THE AZIMUTH MARK WAS LOCATED.
 MA2274'
 MA2274'SEE DESCRIPTION THEREOF.
 MA2274'
 MA2274'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES SOUTH
 MA2274'OF BROCKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2284 ***********************************************************************
 MA2284  DESIGNATION -  FRANO 1968 AZ MK
 MA2284  PID         -  MA2284
 MA2284  STATE/COUNTY-  PA/JEFFERSON
 MA2284  USGS QUAD   -  FALLS CREEK (1994)
 MA2284
 MA2284                         *CURRENT SURVEY CONTROL
 MA2284  ___________________________________________________________________
 MA2284* NAD 83(1992)-  41 12 10.98607(N)    078 47 20.44840(W)     ADJUSTED  
 MA2284* NAVD 88     -       540.5    (meters)    1773.     (feet)  VERTCON   
 MA2284  ___________________________________________________________________
 MA2284  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 MA2284  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 MA2284
 MA2284  HORZ ORDER  -  THIRD
 MA2284
 MA2284.The horizontal coordinates were established by classical geodetic methods
 MA2284.and adjusted by the National Geodetic Survey in June 2002..
 MA2284
 MA2284.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2284
 MA2284.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2284
 MA2284.The geoid height was determined by GEOID03.
 MA2284
 MA2284;                    North         East     Units Scale Factor Converg.
 MA2284;SPC PA N     -   115,616.933   512,856.483   MT  0.99996380   -0 41 14.5
 MA2284;SPC PA N     -   379,319.89  1,682,596.64   sFT  0.99996380   -0 41 14.5
 MA2284;UTM  17      - 4,563,654.926   685,381.698   MT  1.00002297   +1 27 24.7
 MA2284
 MA2284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2284!SPC PA N     -   0.99992028  x   0.99996380  =   0.99988408
 MA2284!UTM  17      -   0.99992028  x   1.00002297  =   0.99994325
 MA2284
 MA2284:                Primary Azimuth Mark                     Grid Az
 MA2284:SPC PA N     -  FRANO                                    108 43 05.2
 MA2284:UTM  17      -  FRANO                                    106 34 26.0
 MA2284
 MA2284|---------------------------------------------------------------------|
 MA2284| PID    Reference Object                     Distance      Geod. Az  |
 MA2284|                                                           dddmmss.s |
 MA2284| MA2274 FRANO                               APPROX. 0.7 KM 1080150.7 |
 MA2284| MA2283 FRANO 2                              24.048 METERS 13908     |
 MA2284|---------------------------------------------------------------------|
 MA2284
 MA2284                          SUPERSEDED SURVEY CONTROL
 MA2284
 MA2284  NAD 83(1986)-  41 12 10.98688(N)    078 47 20.45054(W) AD(       ) 3
 MA2284  NGVD 29 (07/19/86)  540.6    (m)         1774.     (f) VERT ANG       
 MA2284
 MA2284.Superseded values are not recommended for survey control.
 MA2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2284.See file dsdata.txt to determine how the superseded data were derived.
 MA2284
 MA2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF8538263655(NAD 83)
 MA2284_MARKER: DZ = AZIMUTH MARK DISK
 MA2284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2284_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MA2284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA2284+STABILITY: SURFACE MOTION
 MA2284
 MA2284  HISTORY     - Date     Condition        Report By
 MA2284  HISTORY     - 1974     MONUMENTED       NGS
 MA2284
 MA2284                          STATION DESCRIPTION
 MA2284
 MA2284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MA2284'THE STATION FRANO 2 IS LOCATED 6 MILES NORTHWEST OF DUBOIS, 3-1/2
 MA2284'MILES SOUTH OF BROCKWAY AND ABOUT 1 MILE WEST OF U.S. HIGHWAY 219.  IT
 MA2284'IS LOCATED ON STATE OWNED PROPERTY.
 MA2284'
 MA2284'TO REACH STATION FRANO 2 FROM THE INTERSECTION OF U.S. HIGHWAY 219
 MA2284'AND STATE HIGHWAY 28 IN BROCKWAY, GO SOUTHERLY ON U.S. HIGHWAY 219
 MA2284'FOR 2.1 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST PASSING
 MA2284'UNDER A RAILROAD ON A PAVED ROAD FOR 0.2 MILE TO A SIDE ROAD LEFT.
 MA2284'TURN LEFT AND GO SOUTH AND WEST ON A PAVED ROAD FOR 1.4 MILES TO THE
 MA2284'TOP OF A HILL AND THE STATION.
 MA2284'
 MA2284'REFERENCE MARK 4 IS THE OLD AZIMUTH MARK FOR TRIANGULATION STATION
 MA2284'FRANO 1968.  IT IS A STANDARD DISK STAMPED FRANO AZI 1967, SET IN
 MA2284'THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 MA2284'4-INCHES.  IT IS 44.5 FEET NORTHWEST OF THE CENTER OF THE PAVED
 MA2284'ROAD, 2.3 FEET WEST OF A WITNESS POST AND 1.8 FEET SOUTHEAST OF
 MA2284'THE TELEPHONE POLE.
 MA2284'
 MA2284'NEAREST TOWN--BROCKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2283 ***********************************************************************
 MA2283  DESIGNATION -  FRANO 2
 MA2283  PID         -  MA2283
 MA2283  STATE/COUNTY-  PA/JEFFERSON
 MA2283  USGS QUAD   -  FALLS CREEK (1994)
 MA2283
 MA2283                         *CURRENT SURVEY CONTROL
 MA2283  ___________________________________________________________________
 MA2283* NAD 83(1992)-  41 12 10.39655(N)    078 47 19.77308(W)     ADJUSTED  
 MA2283* NAVD 88     -       540.7    (meters)    1774.     (feet)  VERTCON   
 MA2283  ___________________________________________________________________
 MA2283  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 MA2283  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 MA2283
 MA2283  HORZ ORDER  -  THIRD
 MA2283
 MA2283.The horizontal coordinates were established by classical geodetic methods
 MA2283.and adjusted by the National Geodetic Survey in June 2002..
 MA2283.No horizontal observational check was made to the station.
 MA2283
 MA2283.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2283
 MA2283.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2283
 MA2283.The geoid height was determined by GEOID03.
 MA2283
 MA2283;                    North         East     Units Scale Factor Converg.
 MA2283;SPC PA N     -   115,598.560   512,871.998   MT  0.99996381   -0 41 14.0
 MA2283;SPC PA N     -   379,259.61  1,682,647.55   sFT  0.99996381   -0 41 14.0
 MA2283;UTM  17      - 4,563,637.145   685,397.890   MT  1.00002304   +1 27 25.1
 MA2283
 MA2283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2283!SPC PA N     -   0.99992025  x   0.99996381  =   0.99988406
 MA2283!UTM  17      -   0.99992025  x   1.00002304  =   0.99994328
 MA2283
 MA2283:                Primary Azimuth Mark                     Grid Az
 MA2283:SPC PA N     -  CODER 1968 AZ MK 2                       049 43 19.6
 MA2283:UTM  17      -  CODER 1968 AZ MK 2                       047 34 40.5
 MA2283
 MA2283|---------------------------------------------------------------------|
 MA2283| PID    Reference Object                     Distance      Geod. Az  |
 MA2283|                                                           dddmmss.s |
 MA2283| MA2272 CODER 1968 AZ MK 2                  APPROX. 5.9 KM 0490205.6 |
 MA2283| CJ9813 FRANO 2 RM 3                         18.395 METERS 22356     |
 MA2283| MA2284 FRANO 1968 AZ MK                     24.048 METERS 31908     |
 MA2283|---------------------------------------------------------------------|
 MA2283
 MA2283                          SUPERSEDED SURVEY CONTROL
 MA2283
 MA2283  NAD 83(1986)-  41 12 10.39735(N)    078 47 19.77521(W) AD(       ) 3
 MA2283  NGVD 29 (07/19/86)  540.8    (m)         1774.     (f) VERT ANG       
 MA2283
 MA2283.Superseded values are not recommended for survey control.
 MA2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2283.See file dsdata.txt to determine how the superseded data were derived.
 MA2283
 MA2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF8539863637(NAD 83)
 MA2283_MARKER: DS = TRIANGULATION STATION DISK
 MA2283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2283_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MA2283
 MA2283  HISTORY     - Date     Condition        Report By
 MA2283  HISTORY     - 1974     MONUMENTED       NGS
 MA2283
 MA2283                          STATION DESCRIPTION
 MA2283
 MA2283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 MA2283'UNABLE TO MEASURE BETWEEN RMS.
 MA2283'
 MA2283'THE STATION IS LOCATED 6 MILES NORTHWEST OF DUBOIS, 3-1/2 MILES
 MA2283'SOUTH OF BROCKWAY AND ABOUT 1 MILE WEST OF U.S. HIGHWAY 219.  IT IS
 MA2283'LOCATED ON STATE OWNED PROPERTY.
 MA2283'
 MA2283'THE STATION IS LOCATED 6 MILES NORTHWEST OF DUBOIS, 3-1/2 MILES SOUTH
 MA2283'OF BROCKWAY AND ABOUT 1 MILE WEST OF U.S. HIGHWAY 219.  IT IS
 MA2283'LOCATED ON STATE OWNED PROPERTY.
 MA2283'
 MA2283'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 219 AND STATE HIGHWAY
 MA2283'28 IN BROCKWAY, GO SOUTHERLY ON U.S. HIGHWAY 219 FOR 2.1 MILES
 MA2283'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST PASSING UNDER A
 MA2283'RAILROAD ON A PAVED ROAD FOR 0.2 MILE TO A SIDE ROAD LEFT.  TURN
 MA2283'LEFT AND GO SOUTH AND WEST ON A PAVED ROAD FOR 1.4 MILES TO THE
 MA2283'TOP OF A HILL AND THE STATION ON THE LEFT.
 MA2283'
 MA2283'THE STATION MARK IS A STANDARD DISK STAMPED FRANO 2 1974, SET IN
 MA2283'THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 1-INCH.
 MA2283'IT IS 79 FEET SOUTHEAST OF A TELEPHONE POLE NUMBERED 11028, 31.5
 MA2283'FEET SOUTHEAST OF THE CENTER OF THE PAVED ROAD AND 3.5 FEET
 MA2283'NORTHWEST OF A WITNESS POST.
 MA2283'
 MA2283'REFERENCE MARK 3 IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 MA2283'ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE.  IT IS
 MA2283'61.1 FEET SOUTHWEST OF THE WITNESS POST AND 32 FEET SOUTHEAST OF
 MA2283'THE CENTER OF THE PAVED ROAD.
 MA2283'
 MA2283'REFERENCE MARK 4 IS THE OLD AZIMUTH MARK FOR TRIANGULATION
 MA2283'STATION FRANO 1968.  IT IS A STANDARD DISK STAMPED FRANO AZI 1967,
 MA2283'SET IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 MA2283'4-INCHES.  IT IS 44.5 FEET NORTHWEST OF THE CENTER OF THE PAVED
 MA2283'ROAD, 2.3 FEET WEST OF A WITNESS POST AND 1.8 FEET SOUTHEAST OF
 MA2283'THE TELEPHONE POLE.
 MA2283'
 MA2283'CODER (AZI MK) MAY BE USED AS AN AZIMUTH MARK FOR THIS STATION,
 MA2283'SEE DESCRIPTION THEREOF.
 MA2283'
 MA2283'NEAREST TOWN--BROCKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1876 ***********************************************************************
 LZ1876  DESIGNATION -  FRED ET
 LZ1876  PID         -  LZ1876
 LZ1876  STATE/COUNTY-  PA/LUZERNE
 LZ1876  USGS QUAD   -  HARVEYS LAKE (1983)
 LZ1876
 LZ1876                         *CURRENT SURVEY CONTROL
 LZ1876  ___________________________________________________________________
 LZ1876* NAD 83(1992)-  41 18 39.93576(N)    076 07 23.90906(W)     ADJUSTED  
 LZ1876* NAVD 88     -       429.8    (meters)    1410.     (feet)  VERTCON   
 LZ1876  ___________________________________________________________________
 LZ1876  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 LZ1876  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 LZ1876
 LZ1876  HORZ ORDER  -  SECOND
 LZ1876
 LZ1876.The horizontal coordinates were established by classical geodetic methods
 LZ1876.and adjusted by the National Geodetic Survey in June 2002..
 LZ1876
 LZ1876.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1876
 LZ1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1876
 LZ1876.The geoid height was determined by GEOID03.
 LZ1876
 LZ1876;                    North         East     Units Scale Factor Converg.
 LZ1876;SPC PA N     -   128,371.835   736,202.847   MT  0.99995855   +1 04 34.0
 LZ1876;SPC PA N     -   421,166.60  2,415,358.84   sFT  0.99995855   +1 04 34.0
 LZ1876;UTM  18      - 4,573,900.814   405,972.873   MT  0.99970881   -0 44 29.8
 LZ1876
 LZ1876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1876!SPC PA N     -   0.99993756  x   0.99995855  =   0.99989611
 LZ1876!UTM  18      -   0.99993756  x   0.99970881  =   0.99964639
 LZ1876
 LZ1876:                Primary Azimuth Mark                     Grid Az
 LZ1876:SPC PA N     -  LEHMAN ET                                077 09 23.0
 LZ1876:UTM  18      -  LEHMAN ET                                078 58 26.8
 LZ1876
 LZ1876|---------------------------------------------------------------------|
 LZ1876| PID    Reference Object                     Distance      Geod. Az  |
 LZ1876|                                                           dddmmss.s |
 LZ1876| LZ1877 LEHMAN ET                           APPROX. 8.6 KM 0781357.0 |
 LZ1876| CB3362 FRED ET RM 1                         15.590 METERS 13958     |
 LZ1876| CB3363 FRED ET RM 2                         18.845 METERS 20352     |
 LZ1876|---------------------------------------------------------------------|
 LZ1876
 LZ1876                          SUPERSEDED SURVEY CONTROL
 LZ1876
 LZ1876  NAD 83(1986)-  41 18 39.93522(N)    076 07 23.90975(W) AD(       ) 2
 LZ1876  NAD 27      -  41 18 39.64646(N)    076 07 25.17109(W) AD(       ) 2
 LZ1876  NGVD 29 (07/19/86)  430.0    (m)         1411.     (f) VERT ANG       
 LZ1876
 LZ1876.Superseded values are not recommended for survey control.
 LZ1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1876.See file dsdata.txt to determine how the superseded data were derived.
 LZ1876
 LZ1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL0597373901(NAD 83)
 LZ1876_MARKER: Z = SEE DESCRIPTION
 LZ1876_SETTING: 0 = UNSPECIFIED SETTING
 LZ1876
 LZ1876  HISTORY     - Date     Condition        Report By
 LZ1876  HISTORY     - 1968     MONUMENTED       USGS
 LZ1876  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LZ1876
 LZ1876                          STATION DESCRIPTION
 LZ1876
 LZ1876'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (AIM)
 LZ1876'STATION IS LOCATED ABOUT 10.0 MILES EAST OF RED ROCK AND ABOUT 3.5
 LZ1876'MILES NORTH OF SWEET VALLEY.
 LZ1876'
 LZ1876'TO REACH FROM JUNCTION OF STATE HIGHWAYS 118 AND 487 AT RED ROCK, GO
 LZ1876'EAST ON HIGHWAY 118 FOR 9.7 MILES TO CROSSROADS, CONTINUE EAST FOR
 LZ1876'ABOUT 0.1 MILE TO GROUP OF LARGE BOULDERS ON RIGHT AND STATION ON
 LZ1876'RIGHT.
 LZ1876'
 LZ1876'THE STATION MARK IS A STANDARD TABLET STAMPED FRED ET 1968 SET IN
 LZ1876'DRILL HOLE IN 6- BY 12-FOOT BOULDER PROJECTING ABOUT 2 FEET ABOVE
 LZ1876'GROUND.  IT IS 14 FEET NORTH OF 6-INCH MAPLE TREE AND 11.5 FEET WEST
 LZ1876'OF TELEPHONE POLE NO. K 147.
 LZ1876'
 LZ1876'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK TABLET STAMPED FRED
 LZ1876'ET 1968 RM 1 SET IN DRILL HOLE IN 2- BY 3-FOOT BOULDER PROJECTING
 LZ1876'ABOUT 2 INCHES.  IT IS 108 FEET NORTH OF CENTERLINE OF HIGHWAY 118,
 LZ1876'85 FEET EAST OF STONE WALL AND 50.6 FEET SOUTH-SOUTHEAST OF
 LZ1876'TELEPHONE POLE NO. K 147.
 LZ1876'
 LZ1876'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK TABLET STAMPED FRED
 LZ1876'ET 1968 RM 2 SET IN DRILL HOLE IN 3- BY 4-FOOT BOULDER FLUSH WITH
 LZ1876'GROUND.  IT IS 125 FEET NORTH OF HIGHWAY 118, 37 FEET NORTH-NORTHEAST
 LZ1876'OF THREE-STEMMED MAPLE TREE AT STONE WALL, AND 23 FEET EAST OF
 LZ1876'CENTERLINE OF STONE WALL.
 LZ1876'
 LZ1876'THE AZIMUTH MARK IS STATION LEHMAN ET 1968 ABOUT 4 MILES
 LZ1876'EAST-NORTHEAST FROM STATION AND IS VISIBLE FROM GROUND.
 LZ1876'
 LZ1876'HEIGHT OF LIGHT ABOVE STATION MARK - 5.5 FEET.
 LZ1876
 LZ1876                          STATION RECOVERY (1975)
 LZ1876
 LZ1876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LZ1876'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 LZ1876'AS DESCRIBED IN THE 1968 DESCRIPTION.  THE DISTANCES AND
 LZ1876'DIRECTIONS TO ALL MARKS WERE WITHIN CLOSE AGREEMENT WITH THE 1968
 LZ1876'OBSERVATIONS.
 LZ1876'
 LZ1876'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 3-1/2 MILES NORTH
 LZ1876'OF SWEET VALLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2344 ***********************************************************************
 MA2344  DESIGNATION -  FREE
 MA2344  PID         -  MA2344
 MA2344  STATE/COUNTY-  PA/MCKEAN
 MA2344  USGS QUAD   -  MT JEWETT (1981)
 MA2344
 MA2344                         *CURRENT SURVEY CONTROL
 MA2344  ___________________________________________________________________
 MA2344* NAD 83(1992)-  41 41 17.94170(N)    078 40 11.05491(W)     ADJUSTED  
 MA2344* NAVD 88     -       662.4    (meters)    2173.     (feet)  VERTCON   
 MA2344  ___________________________________________________________________
 MA2344  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 MA2344  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 MA2344
 MA2344  HORZ ORDER  -  SECOND
 MA2344
 MA2344.The horizontal coordinates were established by classical geodetic methods
 MA2344.and adjusted by the National Geodetic Survey in June 2002..
 MA2344
 MA2344.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2344
 MA2344.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2344
 MA2344.The geoid height was determined by GEOID03.
 MA2344
 MA2344;                    North         East     Units Scale Factor Converg.
 MA2344;SPC PA N     -   169,393.422   523,432.219   MT  0.99996799   -0 36 30.4
 MA2344;SPC PA N     -   555,751.59  1,717,293.87   sFT  0.99996799   -0 36 30.4
 MA2344;UTM  17      - 4,617,795.001   693,931.954   MT  1.00006284   +1 33 01.0
 MA2344
 MA2344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2344!SPC PA N     -   0.99990110  x   0.99996799  =   0.99986909
 MA2344!UTM  17      -   0.99990110  x   1.00006284  =   0.99996393
 MA2344
 MA2344:                Primary Azimuth Mark                     Grid Az
 MA2344:SPC PA N     -  MT JEWETT BELL TEL MICROWAVE             040 26 52.3
 MA2344:UTM  17      -  MT JEWETT BELL TEL MICROWAVE             038 17 20.9
 MA2344
 MA2344|---------------------------------------------------------------------|
 MA2344| PID    Reference Object                     Distance      Geod. Az  |
 MA2344|                                                           dddmmss.s |
 MA2344| MA2342 MT JEWETT BELL TEL MICROWAVE        APPROX. 3.6 KM 0395021.9 |
 MA2344| CJ9818 FREE AZ MK                                         0703748.8 |
 MA2344| CJ9819 FREE RM 1                            32.437 METERS 21052     |
 MA2344| CJ9820 FREE RM 2                            30.047 METERS 32529     |
 MA2344|---------------------------------------------------------------------|
 MA2344
 MA2344                          SUPERSEDED SURVEY CONTROL
 MA2344
 MA2344  NAD 83(1996)-  41 41 17.94218(N)    078 40 11.05477(W) AD(       ) 2
 MA2344  NAD 83(1986)-  41 41 17.94330(N)    078 40 11.05311(W) AD(       ) 2
 MA2344  NAD 27      -  41 41 17.71658(N)    078 40 11.95919(W) AD(       ) 2
 MA2344  NGVD 29 (07/19/86)  662.5    (m)         2174.     (f) VERT ANG       
 MA2344
 MA2344.Superseded values are not recommended for survey control.
 MA2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2344.See file dsdata.txt to determine how the superseded data were derived.
 MA2344
 MA2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG9393217795(NAD 83)
 MA2344_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2344
 MA2344  HISTORY     - Date     Condition        Report By
 MA2344  HISTORY     - 1968     MONUMENTED       CGS
 MA2344  HISTORY     - 20010331 GOOD             NGS
 MA2344  HISTORY     - 20050912 GOOD             USPSQD
 MA2344
 MA2344                          STATION DESCRIPTION
 MA2344
 MA2344'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA2344'THE STATION IS LOCATED ABOUT 3 MILES SOUTH-SOUTHWEST OF MOUNT JEWETT,
 MA2344'2 MILES SOUTHEAST OF LANTZ CORNERS AND 1 MILE WEST OF FREEMAN.  IT IS
 MA2344'IN A WOODED AREA ON PROPERTY OWNED BY THE UNITED GAS COMPANY.
 MA2344'
 MA2344'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 219 AND 6, AT
 MA2344'LANTZ CORNERS, GO SOUTH ON U.S. HIGHWAY 219 FOR 2.6 MILES TO A
 MA2344'CROSSROAD AND SIGN FREEMAN 2, TURN LEFT AND GO EAST AND NORTHEAST ON
 MA2344'THE PAVED ROAD FOR 1.35 MILES TO A TRACK ROAD AND THE STATION ON
 MA2344'THE LEFT.
 MA2344'
 MA2344'THE STATION MARK IS 41 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 MA2344'PAVED ROAD, 32 FEET EAST OF THE APPROXIMATE CENTER OF THE TRACK
 MA2344'ROAD, 14 FEET NORTHWEST OF AN 8-INCH TRIANGULAR BLAZED TREE AND 5.0
 MA2344'FEET WEST-NORTHWEST OF A METAL WITNESS POST.  THE MARK IS A
 MA2344'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH WITH
 MA2344'THE GROUND AND IS STAMPED FREE 1967.
 MA2344'
 MA2344'REFERENCE MARK NO. 1 IS 18 FEET SOUTH OF THE APPROXIMATE CENTER OF
 MA2344'THE PAVED ROAD AND 3.5 FEET EAST OF A 12-INCH TRIANGULAR
 MA2344'BLAZED TREE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 MA2344'CONCRETE POST PROJECTING 3 INCHES AND IS STAMPED FREE NO 1 1967.
 MA2344'
 MA2344'REFERENCE MARK NO. 2 IS 19 FEET WEST OF THE APPROXIMATE CENTER OF THE
 MA2344'TRACK ROAD AND 5 FEET WEST-SOUTHWEST OF A 9-INCH TRIANGULAR BLAZED
 MA2344'TREE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 MA2344'CONCRETE POST PROJECTING 2 INCHES AND IS STAMPED FREE NO 2 1967.
 MA2344'
 MA2344'THE AZIMUTH MARK IS 21 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 MA2344'PAVED ROAD, 3 FEET NORTH-NORTHWEST OF AN 8-INCH TRIANGULAR
 MA2344'BLAZED TREE AND 1.5 FEET NORTH OF A METAL WITNESS POST.  THE MARK IS
 MA2344'A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 MA2344'PROJECTING 3 INCHES AND IS STAMPED FREE 1967.
 MA2344'
 MA2344'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE PAVED ROAD
 MA2344'FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 MA2344'
 MA2344'NOTE- ALL MARKS ARE PAINTED YELLOW.
 MA2344'
 MA2344'HEIGHT OF LIGHT ABOVE STATION MARK - 30.15 METERS.
 MA2344
 MA2344                          STATION RECOVERY (2001)
 MA2344
 MA2344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MA2344'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MA2344
 MA2344                          STATION RECOVERY (2005)
 MA2344
 MA2344'RECOVERY NOTE BY US POWER SQUADRON 2005 (SG)
 MA2344'STATION WITNESS POST IS MISSING. DUE TO CHANGES IN TERRAIN AROUND
 MA2344'STATION, RM 1 AND RM 2 WERE NOT FOUND. AZIMUTH FOUND GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2243 ***********************************************************************
 KX2243  DESIGNATION -  FREEDOM
 KX2243  PID         -  KX2243
 KX2243  STATE/COUNTY-  PA/BLAIR
 KX2243  USGS QUAD   -  ROARING SPRING (1987)
 KX2243
 KX2243                         *CURRENT SURVEY CONTROL
 KX2243  ___________________________________________________________________
 KX2243* NAD 83(1992)-  40 21 46.26400(N)    078 26 50.61865(W)     ADJUSTED  
 KX2243* NAVD 88     -       392.2    (meters)    1287.     (feet)  VERTCON   
 KX2243  ___________________________________________________________________
 KX2243  LAPLACE CORR-          -6.05  (seconds)                    DEFLEC99
 KX2243  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KX2243
 KX2243  HORZ ORDER  -  SECOND
 KX2243
 KX2243.The horizontal coordinates were established by classical geodetic methods
 KX2243.and adjusted by the National Geodetic Survey in June 2002..
 KX2243
 KX2243.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2243
 KX2243.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2243
 KX2243.The geoid height was determined by GEOID03.
 KX2243
 KX2243;                    North         East     Units Scale Factor Converg.
 KX2243;SPC PA S     -   114,546.183   540,766.191   MT  0.99996067   -0 27 08.9
 KX2243;SPC PA S     -   375,806.94  1,774,163.74   sFT  0.99996067   -0 27 08.9
 KX2243;UTM  17      - 4,471,159.348   716,743.695   MT  1.00017831   +1 39 13.6
 KX2243
 KX2243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2243!SPC PA S     -   0.99994362  x   0.99996067  =   0.99990429
 KX2243!UTM  17      -   0.99994362  x   1.00017831  =   1.00012192
 KX2243
 KX2243|---------------------------------------------------------------------|
 KX2243| PID    Reference Object                     Distance      Geod. Az  |
 KX2243|                                                           dddmmss.s |
 KX2243| CJ9822 FREEDOM RM 1                          9.583 METERS 09656     |
 KX2243| KX0392 FREEDOM AZ MK                                      1042551.3 |
 KX2243| CJ9823 FREEDOM RM 2                          8.102 METERS 26936     |
 KX2243|---------------------------------------------------------------------|
 KX2243
 KX2243                          SUPERSEDED SURVEY CONTROL
 KX2243
 KX2243  NAD 83(1986)-  40 21 46.27094(N)    078 26 50.63054(W) AD(       ) 2
 KX2243  NAD 27      -  40 21 46.00206(N)    078 26 51.58160(W) AD(       ) 2
 KX2243  NGVD 29 (07/19/86)  392.4    (m)         1287.     (f) VERT ANG       
 KX2243
 KX2243.Superseded values are not recommended for survey control.
 KX2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2243.See file dsdata.txt to determine how the superseded data were derived.
 KX2243
 KX2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE1674471159(NAD 83)
 KX2243_MARKER: DE = TRAVERSE STATION DISK
 KX2243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2243_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KX2243
 KX2243  HISTORY     - Date     Condition        Report By
 KX2243  HISTORY     - 1967     MONUMENTED       CGS
 KX2243  HISTORY     - 1975     GOOD             PADT
 KX2243
 KX2243                          STATION DESCRIPTION
 KX2243
 KX2243'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2243'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTH OF CLAYSBURG, 4 MILES
 KX2243'SOUTH OF THE JUNCTION OF U.S. HIGHWAYS 22 AND 220 IN
 KX2243'DUNCANSVILLE, 1 MILE WEST OF EAST FREEDOM AND ON THE PROPERTY OF MR.
 KX2243'H. FORNWALT.
 KX2243'
 KX2243'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 22 AND 220 IN
 KX2243'DUNCANSVILLE, GO SOUTH ON U.S. HIGHWAY 220 FOR 3.2 MILES
 KX2243'TO A CROSS ROAD, *TURN RIGHT AND GO WESTERLY ON A SURFACED ROAD FOR
 KX2243'0.6 MILE TO THE END OF MACADAM, CONTINUE ON A GRAVELED ROAD FOR
 KX2243'0.5 MILE TO A FORK, KEEP THE LEFT FORK UP HILL ON BLADED ROAD FOR
 KX2243'0.15 MILE TO A FIELD ROAD LEFT AT A LARGE OAK TREE, TURN LEFT
 KX2243'AND GO EASTERLY ON THE FIELD ROAD FOR 0.05 MILE TO THE STATION
 KX2243'ON THE LEFT IN AN OLD FENCE LINE.
 KX2243'
 KX2243'THE STATION IS 12 FEET NORTH OF THE APPROXIMATE CENTER OF A TRACK
 KX2243'ROAD, 5 FEET SOUTHEAST OF A WILD CHERRY TREE WITH A
 KX2243'TRIANGULAR BLAZE AND 3.5 FEET SOUTH OF A METAL WITNESS POST IN THE
 KX2243'OLD FENCE LINE.  IT IS A STANDARD TRAVERSE DISK SET IN THE TOP OF
 KX2243'A 12 INCH ROUND CONCRETE MONUMENT PROJECTING 3 INCHES AND IS STAMPED
 KX2243'FREEDOM 1966.
 KX2243'
 KX2243'REFERENCE MARK NO. 1 IS 32.3 FEET EAST-SOUTHEAST OF THE METAL WITNESS
 KX2243'POST, 11 FEET NORTH OF THE APPROXIMATE CENTER OF THE TRACK ROAD
 KX2243'AND 4 FEET SOUTHWEST OF A 14 INCH WILD CHERRY TREE IN THE FENCE LINE.
 KX2243'IT IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 KX2243'MONUMENT PROJECTING 2 INCHES AND IS STAMPED FREEDOM NO 1 1966.
 KX2243'
 KX2243'REFERENCE MARK NO. 2 IS 26.5 FEET WEST OF THE METAL WITNESS POST, 10
 KX2243'FEET NORTH OF THE APPROXIMATE CENTER OF THE TRACK ROAD AND 5
 KX2243'FEET SOUTH OF THE FENCE LINE.  IT IS A STANDARD DISK SET IN THE TOP
 KX2243'OF A ROUND CONCRETE MONUMENT PROJECTING 3 INCHES AND IS
 KX2243'STAMPED FREEDOM NO 2 1966.
 KX2243'
 KX2243'THE AZIMUTH MARK IS 90 FEET EAST OF THE APPROXIMATE CENTER OF U.S.
 KX2243'HIGHWAY 220, 38 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 KX2243'TRACK, 2.2 FEET NORTHWEST OF POWER LINE POLE NO. 3-32417 AND 1.8 FEET
 KX2243'NORTH-NORTHWEST OF A METAL WITNESS POST.  IT IS A STANDARD
 KX2243'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 3 INCHES
 KX2243'AND IS STAMPED FREEDOM 1966.
 KX2243'
 KX2243'*TO REACH THE AZIMUTH MARK FROM THE CROSS ROAD MENTIONED ABOVE
 KX2243'CONTINUE 0.05 MILE ON U.S. HIGHWAY 220 TO THE MARK ON THE
 KX2243'LEFT.
 KX2243'
 KX2243'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KX2243
 KX2243                          STATION RECOVERY (1975)
 KX2243
 KX2243'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 KX2243'FREEDOM (1966) RECOVERED GOOD.
 KX2243'
 KX2243'FREEDOM AZ (1966) RECOVERED GOOD.
 KX2243'
 KX2243'PUBLISHED TO REACH DESCRIPTION WAS FOUND TO BE IN ERROR.  TO REACH
 KX2243'FROM INTER. OF TR. 22 AND TR. 220 IN DUNCANSVILLE, GO SOUTH ON US
 KX2243'HWY TR 220 FOR 4.3 MILES TO A CROSSROAD.  DISTANCE IN ERROR
 KX2243'(PUBLISHED IS 3.2 MI).
 KX2243'
 KX2243'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE WEST OF EAST
 KX2243'FREEDOM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3185 ***********************************************************************
 KW3185  DESIGNATION -  FREEDOM
 KW3185  PID         -  KW3185
 KW3185  STATE/COUNTY-  PA/SNYDER
 KW3185  USGS QUAD   -  FREEBURG (1973)
 KW3185
 KW3185                         *CURRENT SURVEY CONTROL
 KW3185  ___________________________________________________________________
 KW3185* NAD 83(1992)-  40 47 07.45406(N)    076 56 01.92499(W)     ADJUSTED  
 KW3185* NAVD 88     -       336.7    (meters)    1105.     (feet)  VERTCON   
 KW3185  ___________________________________________________________________
 KW3185  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 KW3185  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KW3185
 KW3185  HORZ ORDER  -  FIRST
 KW3185
 KW3185.The horizontal coordinates were established by classical geodetic methods
 KW3185.and adjusted by the National Geodetic Survey in June 2002..
 KW3185
 KW3185.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW3185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW3185
 KW3185.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3185
 KW3185.The geoid height was determined by GEOID03.
 KW3185
 KW3185;                    North         East     Units Scale Factor Converg.
 KW3185;SPC PA S     -   161,551.580   668,885.039   MT  0.99997653   +0 31 46.2
 KW3185;SPC PA S     -   530,023.81  2,194,500.33   sFT  0.99997653   +0 31 46.2
 KW3185;SPC PA N     -    69,038.059   668,887.805   MT  1.00001725   +0 32 23.7
 KW3185;SPC PA N     -   226,502.37  2,194,509.41   sFT  1.00001725   +0 32 23.7
 KW3185;UTM  18      - 4,516,734.483   336,827.770   MT  0.99992772   -1 15 48.7
 KW3185
 KW3185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3185!SPC PA S     -   0.99995246  x   0.99997653  =   0.99992900
 KW3185!SPC PA N     -   0.99995246  x   1.00001725  =   0.99996971
 KW3185!UTM  18      -   0.99995246  x   0.99992772  =   0.99988019
 KW3185
 KW3185:                Primary Azimuth Mark                     Grid Az
 KW3185:SPC PA S     -  SELINSGROVE FACTORY STORE TANK           067 01 17.5
 KW3185:SPC PA N     -  SELINSGROVE FACTORY STORE TANK           067 00 40.0
 KW3185:UTM  18      -  SELINSGROVE FACTORY STORE TANK           068 48 52.4
 KW3185
 KW3185|---------------------------------------------------------------------|
 KW3185| PID    Reference Object                     Distance      Geod. Az  |
 KW3185|                                                           dddmmss.s |
 KW3185| KW3182 SELINSGROVE FACTORY STORE TANK      APPROX. 6.8 KM 0673303.7 |
 KW3185| KW3179 SELINSGROVE AREA HS CUPOLA          APPROX. 5.9 KM 0683215.7 |
 KW3185| KW3183 SELINSGROVE SUSQUE UNIV CHAPEL      APPROX. 5.2 KM 0734334.1 |
 KW3185| KW3178 SELINSGROVE SUSQUE U POWER STK      APPROX. 5.5 KM 0761513.8 |
 KW3185| CB3365 FREEDOM RM 1                         37.250 METERS 17437     |
 KW3185| CB3364 FREEBURG TALL CHURCH SPIRE                         1962727.6 |
 KW3185| CB3366 FREEDOM RM 2                         25.767 METERS 21802     |
 KW3185|---------------------------------------------------------------------|
 KW3185
 KW3185                          SUPERSEDED SURVEY CONTROL
 KW3185
 KW3185  NAD 83(1986)-  40 47 07.45320(N)    076 56 01.92284(W) AD(       ) 1
 KW3185  NAD 27      -  40 47 07.14748(N)    076 56 03.00790(W) AD(       ) 1
 KW3185  NGVD 29 (07/19/86)  336.9    (m)         1105.     (f) VERT ANG       
 KW3185
 KW3185.Superseded values are not recommended for survey control.
 KW3185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3185.See file dsdata.txt to determine how the superseded data were derived.
 KW3185
 KW3185_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL3682816734(NAD 83)
 KW3185_MARKER: DS = TRIANGULATION STATION DISK
 KW3185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3185
 KW3185  HISTORY     - Date     Condition        Report By
 KW3185  HISTORY     - 1934     MONUMENTED       CGS
 KW3185  HISTORY     - 1957     GOOD             CGS
 KW3185  HISTORY     - 1966     GOOD             CGS
 KW3185
 KW3185                          STATION DESCRIPTION
 KW3185
 KW3185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 KW3185'STATION IS LOCATED ON THE HIGHEST POINT OF A HILL, ABOUT 1 MILE
 KW3185'AIRLINE NE OF FREEBURG.  IT IS AT THE DEAD END OF A WOODS ROAD
 KW3185'TRAIL, 3.7 METERS (12 FEET) SSE OF A 6-INCH OAK, WITH TRIANGLE BLAZE,
 KW3185'3.5 METERS (11 FEET) N OF A 6-INCH OAK, WITH TRIANGLE BLAZE AND
 KW3185'5.3 METERS (17 FEET) W OF AN 8-INCH OAK, WITH A TRIANGLE BLAZE.  MARK
 KW3185'PROJECTS 6 INCHES.
 KW3185'
 KW3185'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 KW3185'SET IN CONCRETE.
 KW3185'
 KW3185'REFERENCE MARK NO. 1 IS 37.27 METERS SW OF STATION, 3 METERS (10
 KW3185'FEET) W OF WOODS ROAD TRAIL.  IT PROJECTS 6 INCHES.
 KW3185'
 KW3185'REFERENCE MARK NO. 2 IS 25.80 METERS W OF STATION.  IT PROJECTS 6
 KW3185'INCHES.
 KW3185'
 KW3185'THE TALLEST STEEPLE IN THE TOWN OF FREEBURG WAS USED AS AN AZIMUTH
 KW3185'MARK.  IT IS ABOUT 1 MILE SW OF STATION.  IT IS VISIBLE FROM
 KW3185'GROUND WITH CLEARING AT STATION.
 KW3185'
 KW3185'TO REACH THE STATION, FOLLOW U.S. HIGHWAY 11 TO ITS JUNCTION WITH
 KW3185'STATE ROUTE 35 JUST S OF SELINSGROVE.  TURN W ON ROUTE 35 AND GO 3.2
 KW3185'MILES TO A DIRT T-ROAD N JUST W OF A LARGE RED BARN.  TURN RIGHT ON
 KW3185'T-ROAD AND GO 1.3 MILES, KEEPING TO MAIN STRAIGHT ROAD, TO A
 KW3185'T-ROAD RIGHT (A STEEP WOODS ROAD).  TURN RIGHT ON WOODS ROAD AND GO
 KW3185'0.1 MILE TO FORKS (THE RIGHT FORK ENTERS AN ORCHARD AND THE LEFT
 KW3185'FORK GOES UPHILL THROUGH THE WOODS).  TURN LEFT UP WOODS ROAD AND GO
 KW3185'0.1 MILE TO THE N END OF A CLEARED FIELD.  HERE ENTER WOODS ON ROAD
 KW3185'TRAIL AND GO ABOUT 240 METERS TO END OF TRAIL AT TOP OF HILL AND
 KW3185'STATION.
 KW3185'
 KW3185'A 64-FOOT TOWER USED AND CLEARED ALL LINES.
 KW3185
 KW3185                          STATION RECOVERY (1957)
 KW3185
 KW3185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KW3185'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 KW3185'CONDITION.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND AT THE
 KW3185'STATION.
 KW3185'
 KW3185'THE STEEP WOODS ROAD MENTIONED IN THE DIRECTIONS FOR REACHING THE
 KW3185'STATION IS OVERGROWN AND IS NOT PASSABLE FOR LIGHT TRUCKS.
 KW3185'
 KW3185'TO REACH THE STATION ON FOOT, GO NORTH ABOUT 100 YARDS PAST THE WOODS
 KW3185'ROAD TO A PEACH ORCHARD.  DRIVE EAST ALONG THE SOUTH SIDE OF THE
 KW3185'ORCHARD TO THE SOUTHEAST CORNER AND TAKE THE CLEARED TRAIL TO THE TOP
 KW3185'OF THE HILL AND THE STATION.
 KW3185'
 KW3185'THE 1934 DESCRIPTION IS ADEQUATE WITH THE ADDITION NOTED ABOVE.
 KW3185
 KW3185                          STATION RECOVERY (1966)
 KW3185
 KW3185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW3185'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 KW3185'THE 1934 DESCRIPTION IS ADEQUATE.  THE WOODS ROAD REFERRED TO IN
 KW3185'1957 AS BEING NOT PASSABLE IS NOW PASSABLE.
 KW3185'AIRLINE DISTANCE AND DIRECTION
 KW3185'FROM NEAREST TOWN- 1 MILE NORTHEAST OF FREEBURG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0392 ***********************************************************************
 KX0392  DESIGNATION -  FREEDOM AZ MK
 KX0392  PID         -  KX0392
 KX0392  STATE/COUNTY-  PA/BLAIR
 KX0392  USGS QUAD   -  ROARING SPRING (1987)
 KX0392
 KX0392                         *CURRENT SURVEY CONTROL
 KX0392  ___________________________________________________________________
 KX0392* NAD 83(1986)-  40 21 33.     (N)    078 25 47.     (W)     SCALED    
 KX0392* NAVD 88     -       309.291  (meters)    1014.73   (feet)  ADJUSTED  
 KX0392  ___________________________________________________________________
 KX0392  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KX0392  DYNAMIC HT  -         309.124 (meters)    1014.18  (feet)  COMP
 KX0392  MODELED GRAV-     980,079.1   (mgal)                       NAVD 88
 KX0392
 KX0392  VERT ORDER  -  SECOND    CLASS 0
 KX0392
 KX0392.The horizontal coordinates were scaled from a topographic map and have
 KX0392.an estimated accuracy of +/- 6 seconds.
 KX0392
 KX0392.The orthometric height was determined by differential leveling
 KX0392.and adjusted by the National Geodetic Survey in June 1991..
 KX0392
 KX0392.The geoid height was determined by GEOID03.
 KX0392
 KX0392.The dynamic height is computed by dividing the NAVD 88
 KX0392.geopotential number by the normal gravity value computed on the
 KX0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0392.degrees latitude (g = 980.6199 gals.).
 KX0392
 KX0392.The modeled gravity was interpolated from observed gravity values.
 KX0392
 KX0392;                    North         East    Units  Estimated Accuracy
 KX0392;SPC PA S     -   114,130.      542,260.      MT  (+/- 180 meters Scaled)
 KX0392
 KX0392                          SUPERSEDED SURVEY CONTROL
 KX0392
 KX0392  NGVD 29 (??/??/92)  309.446  (m)         1015.24   (f) ADJ UNCH    2 0
 KX0392
 KX0392.Superseded values are not recommended for survey control.
 KX0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0392.See file dsdata.txt to determine how the superseded data were derived.
 KX0392
 KX0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE182707(NAD 83)
 KX0392_MARKER: DZ = AZIMUTH MARK DISK
 KX0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0392_STAMPING: FREEDOM 1966
 KX0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0392+STABILITY: SURFACE MOTION
 KX0392
 KX0392  HISTORY     - Date     Condition        Report By
 KX0392  HISTORY     - 1967     MONUMENTED       CGS
 KX0392  HISTORY     - 1967     GOOD             NGS
 KX0392
 KX0392                          STATION DESCRIPTION
 KX0392
 KX0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0392'2.3 MI S FROM NEWRY.
 KX0392'2.3 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE
 KX0392'IN NEWRY, 90 FEET EAST OF THE CENTERLINE OF HIGHWAY, 38 FEET
 KX0392'EAST OF THE EAST RAIL OF RAILROAD TRACK, 2.2 FEET NORTHWEST
 KX0392'OF POWER LINE POLE NO. 3-32417, 1.8 FEET NORTH-NORTHWEST OF
 KX0392'A METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE POST PROJECTING
 KX0392'3-INCHES AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1959 ***********************************************************************
 MB1959  DESIGNATION -  FRITZ
 MB1959  PID         -  MB1959
 MB1959  STATE/COUNTY-  PA/MERCER
 MB1959  USGS QUAD   -  FREDONIA (1987)
 MB1959
 MB1959                         *CURRENT SURVEY CONTROL
 MB1959  ___________________________________________________________________
 MB1959* NAD 83(1992)-  41 19 16.52830(N)    080 18 30.00334(W)     ADJUSTED  
 MB1959* NAVD 88     -       392.     (meters)    1286.     (feet)  SCALED    
 MB1959  ___________________________________________________________________
 MB1959  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 MB1959  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MB1959
 MB1959  HORZ ORDER  -  SECOND
 MB1959
 MB1959.The horizontal coordinates were established by classical geodetic methods
 MB1959.and adjusted by the National Geodetic Survey in June 2002..
 MB1959
 MB1959.The orthometric height was scaled from a topographic map.
 MB1959
 MB1959.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1959
 MB1959.The geoid height was determined by GEOID03.
 MB1959
 MB1959;                    North         East     Units Scale Factor Converg.
 MB1959;SPC PA N     -   131,384.747   385,842.676   MT  0.99995824   -1 41 32.8
 MB1959;SPC PA N     -   431,051.46  1,265,885.51   sFT  0.99995824   -1 41 32.8
 MB1959;UTM  17      - 4,574,651.438   557,886.971   MT  0.99964124   +0 27 24.1
 MB1959
 MB1959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1959!SPC PA N     -   0.99994382  x   0.99995824  =   0.99990206
 MB1959!UTM  17      -   0.99994382  x   0.99964124  =   0.99958508
 MB1959
 MB1959|---------------------------------------------------------------------|
 MB1959| PID    Reference Object                     Distance      Geod. Az  |
 MB1959|                                                           dddmmss.s |
 MB1959| CX4538 FRITZ RM 1                           60.701 METERS 01200     |
 MB1959| CX4539 FRITZ RM 2                           40.173 METERS 06848     |
 MB1959| MB1956 MERCER GREENV RD ALL STS SPIRE      APPROX. 6.8 KM 1474439.6 |
 MB1959| MB1962 CHICAGO NEW YORK AIRWAY BCN 38      APPROX. 9.6 KM 2580729.0 |
 MB1959| CX4537 FRITZ AZ MK                                        3240038.0 |
 MB1959| MB1951 GREENVILLE COUNTRY CLUB TANK        APPROX. 8.5 KM 3245550.3 |
 MB1959|---------------------------------------------------------------------|
 MB1959
 MB1959                          SUPERSEDED SURVEY CONTROL
 MB1959
 MB1959  NAD 83(1995)-  41 19 16.52953(N)    080 18 30.00498(W) AD(       ) 2
 MB1959  NAD 83(1986)-  41 19 16.53328(N)    080 18 30.00696(W) AD(       ) 2
 MB1959  NAD 27      -  41 19 16.33000(N)    080 18 30.77200(W) AD(       ) 2
 MB1959
 MB1959.Superseded values are not recommended for survey control.
 MB1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1959.See file dsdata.txt to determine how the superseded data were derived.
 MB1959
 MB1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF5788774651(NAD 83)
 MB1959_MARKER: Z = SEE DESCRIPTION
 MB1959_SETTING: 0 = UNSPECIFIED SETTING
 MB1959
 MB1959  HISTORY     - Date     Condition        Report By
 MB1959  HISTORY     - 1937     MONUMENTED       PAGS
 MB1959  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MB1959
 MB1959                          STATION DESCRIPTION
 MB1959
 MB1959'DESCRIBED BY PENNSYLVANIA GEODETIC SURVEY 1937
 MB1959'LOCATED 7.5 MILES NW OF MERCER ON STATE ROUTE 58.  STATION IS SW OF A
 MB1959'SERVICE STATION ABOUT 200 OR 300 YARDS, ON SUMMIT OF KNOLL IN
 MB1959'PROPERTY LINE BETWEEN PROPERTIES OF J.E. HITTLE AND W.E. FRITZ, AND
 MB1959'IS 150 FEET W OF THE HIGHWAY.
 MB1959'
 MB1959'SURFACE MARK IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK SET IN A
 MB1959'0.8- BY 0.9- FOOT SANDSTONE POST PROJECTING 0.2 FOOT.  UNDERGROUND
 MB1959'MARK IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK WEDGED IN A
 MB1959'DRILL HOLE IN BEDROCK.
 MB1959'
 MB1959'REFERENCE MARK NO. 2 IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK
 MB1959'SET IN A 0.7- BY 1.0- FOOT SANDSTONE POST, IRREGULAR IN
 MB1959'SHAPE, AND IS 6 FEET W OF W EDGE OF HIGHWAY CUT, 7 FEET NW OF
 MB1959'TELEPHONE POLE AND 25-1/2 FEET W OF CENTER LINE OF PAVEMENT.
 MB1959'
 MB1959'REFERENCE MARK NO. 1 IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK
 MB1959'SET IN 0.8- BY 0.4- FOOT SANDSTONE POST PROJECTING 0.3 FOOT, 23 FEET
 MB1959'W OF CENTER LINE OF PAVEMENT AND 3 FEET SW OF TELEPHONE POLE.
 MB1959'
 MB1959'AZIMUTH MARK IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK SET IN
 MB1959'FIRST STEP OF ST. JOHNS CHURCH, WHICH IS 3/4 MILE NW TOWARDS
 MB1959'GREENVILLE.
 MB1959'
 MB1959'HEIGHT OF LIGHT ABOVE STATION MARK- 22.5 METERS.
 MB1959
 MB1959                          STATION RECOVERY (1960)
 MB1959
 MB1959'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 MB1959'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 MB1959'THE PROPERTY IS NOW OWNED BY LEROY HITTLE.  A NEW DESCRIPTION
 MB1959'FOLLOWS- THE STATION IS LOCATED 7.1 MILES SOUTHEAST OF GREENVILLE
 MB1959'ALONG STATE HIGHWAY 58, AND IS ON THE SUMMIT OF A KNOLL AND IN A
 MB1959'HEDGE ROW DIVIDING TWO CULTIVATED FIELDS.  IT IS 305 FEET SOUTHWEST
 MB1959'AND ACROSS THE HIGHWAY FROM THE SOUTHWEST CORNER OF A TEXACO
 MB1959'SERVICE STATION OWNED BY E.M. LINEMAN, 150 FEET WEST OF THE CENTER
 MB1959'LINE OF THE HIGHWAY, AND 142 FEET WEST OF A POWER POLE STANDING
 MB1959'AT THE EAST END OF THE HEDGE ROW.  THE MARK IS A PENNA. COORDINATE
 MB1959'SYSTEM DISK SET IN A DRILL HOLE IN THE TOP OF A 12 BY 12 INCH
 MB1959'SANDSTONE POST PROJECTING 3 INCHES, STAMPED FRITZ 1937.  (NOTES 4A,
 MB1959'8A).
 MB1959'
 MB1959'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION.  IT IS 105 FEET
 MB1959'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SERVICE STATION, 53.7
 MB1959'FEET WEST AND ACROSS THE ROAD FROM A POWER POLE, AND 24 FEET WEST OF
 MB1959'THE CENTER LINE OF THE HIGHWAY.
 MB1959'THE MARK IS A PENNA. COORDINATE SYSTEM DISK SET IN THE TOP OF A 6 BY
 MB1959'9 INCH SANDSTONE POST PROJECTING 2 INCHES, STAMPED FRITZ NO 1 1937.
 MB1959'
 MB1959'REFERENCE MARK NO. 2 IS ABOUT EAST OF THE STATION.  IT IS 51 FEET
 MB1959'NORTH OF THE CENTER OF THE HEDGE ROW, 43.8 FEET NORTH OF THE POWER
 MB1959'POLE, 54 FEET WEST AND ACROSS THE HIGHWAY FROM TELEPHONE POLE NO 2,
 MB1959'25 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND 1.5 FEET NORTH
 MB1959'OF A U.S.C. AND G.S. WITNESS SIGN.  THE MARK IS A PENNA. COORDINATE
 MB1959'SYSTEM DISK SET IN A DRILL HOLE IN THE TOP OF AN 8 BY 12 INCH
 MB1959'SANDSTONE POST PROJECTING 3 INCHES, STAMPED FRITZ NO 2 1937.
 MB1959'
 MB1959'THE AZIMUTH MARK IS 0.9 MILE NORTHWEST ALONG HIGHWAY 58 FROM THE
 MB1959'STATION.  IT IS A PENNA. COORDINATE SYSTEM DISK SET IN THE TOP OF
 MB1959'THE SOUTH END OF THE FIRST STEP AT THE WEST ENTRANCE TO SAINT JOHNS
 MB1959'CHURCH.  IT IS ABOUT 0.8 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND IS
 MB1959'STAMPED, FRITZ 1937.
 MB1959'
 MB1959'TO REACH FROM MAIN STREET IN GREENVILLE, GO SOUTHEAST ON STATE
 MB1959'HIGHWAY 58 FOR 7.1 MILES TO CREST OF HILL AND STATION ON RIGHT AS
 MB1959'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3006 ***********************************************************************
 KW3006  DESIGNATION -  FRITZ
 KW3006  PID         -  KW3006
 KW3006  STATE/COUNTY-  PA/COLUMBIA
 KW3006  USGS QUAD   -  CATAWISSA (1984)
 KW3006
 KW3006                         *CURRENT SURVEY CONTROL
 KW3006  ___________________________________________________________________
 KW3006* NAD 83(1992)-  40 59 51.78023(N)    076 24 22.95059(W)     ADJUSTED  
 KW3006* NAVD 88     -       326.     (meters)    1070.     (feet)  SCALED    
 KW3006  ___________________________________________________________________
 KW3006  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 KW3006  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KW3006
 KW3006  HORZ ORDER  -  FIRST
 KW3006
 KW3006.The horizontal coordinates were established by classical geodetic methods
 KW3006.and adjusted by the National Geodetic Survey in June 2002..
 KW3006
 KW3006.The orthometric height was scaled from a topographic map.
 KW3006
 KW3006.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3006
 KW3006.The geoid height was determined by GEOID03.
 KW3006
 KW3006;                    North         East     Units Scale Factor Converg.
 KW3006;SPC PA N     -    93,168.067   713,043.626   MT  0.99998351   +0 53 19.9
 KW3006;SPC PA N     -   305,668.90  2,339,377.30   sFT  0.99998351   +0 53 19.9
 KW3006;UTM  18      - 4,539,456.053   381,715.935   MT  0.99977220   -0 55 21.8
 KW3006
 KW3006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3006!SPC PA N     -   0.99995403  x   0.99998351  =   0.99993754
 KW3006!UTM  18      -   0.99995403  x   0.99977220  =   0.99972624
 KW3006
 KW3006|---------------------------------------------------------------------|
 KW3006| PID    Reference Object                     Distance      Geod. Az  |
 KW3006|                                                           dddmmss.s |
 KW3006| CB3368 FRITZ RM 1                           19.040 METERS 01906     |
 KW3006| CB3367 FRITZ AZ MK                                        2054324.8 |
 KW3006| CB3369 FRITZ RM 2                           15.830 METERS 21523     |
 KW3006|---------------------------------------------------------------------|
 KW3006
 KW3006                          SUPERSEDED SURVEY CONTROL
 KW3006
 KW3006  NAD 83(1986)-  40 59 51.78015(N)    076 24 22.94910(W) AD(       ) 1
 KW3006  NAD 27      -  40 59 51.46500(N)    076 24 24.16700(W) AD(       ) 1
 KW3006
 KW3006.Superseded values are not recommended for survey control.
 KW3006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3006.See file dsdata.txt to determine how the superseded data were derived.
 KW3006
 KW3006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL8171639456(NAD 83)
 KW3006_MARKER: DS = TRIANGULATION STATION DISK
 KW3006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3006
 KW3006  HISTORY     - Date     Condition        Report By
 KW3006  HISTORY     - 1934     MONUMENTED       CGS
 KW3006  HISTORY     - 1958     GOOD             CGS
 KW3006
 KW3006                          STATION DESCRIPTION
 KW3006
 KW3006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 KW3006'THIS IS A FIRST-ORDER STATION LOCATED 3 MILES E OF BLOOMSBURG, PA.,
 KW3006'ON THE W END OF THE BLUFF, ON MR. RUSH FRITZS PROPERTY.
 KW3006'STATION IS LOCATED AT THE W END OF THE CLEARED FIELD, 21.70 METERS
 KW3006'(71.19 FEET) SW OF A 14-INCH WILD CHERRY TREE THAT STANDS IN THE
 KW3006'EDGE OF THE WOODS, 4 FEET S OF THE EDGE OF THE WOODS.  MARK PROJECTS
 KW3006'5 INCHES.
 KW3006'
 KW3006'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 KW3006'DISKS SET IN CONCRETE.
 KW3006'
 KW3006'REFERENCE MARK NO. 1 IS LOCATED 19.040 METERS NE OF THE STATION, 2.20
 KW3006'METERS (7.2 FEET) SW OF THE 14-INCH WILD CHERRY TREE.  MARK
 KW3006'PROJECTS 4 INCHES.
 KW3006'
 KW3006'REFERENCE MARK NO. 2 IS LOCATED 15.830 METERS SW OF THE STATION, 4
 KW3006'FEET S OF TREE LINE.  MARK PROJECTS 4 INCHES.
 KW3006'
 KW3006'AZIMUTH MARK IS LOCATED 0.5 MILE S OF THE STATION, 5 PACES E OF THE
 KW3006'DIRT ROAD, 3 FEET W OF A TELEPHONE POLE, 110 PACES E OF THE FIRST
 KW3006'HOUSE (GRAY BARN) ON THE LEFT OFF THE ROAD LEADING FROM THE PAVED
 KW3006'ROAD E, AND PROJECTS 5 INCHES.  TO REACH FROM THE STATION, FOLLOW
 KW3006'THE DESCRIPTION BACK TO THE PAVED ROAD AND GO 0.1 MILE AND TURN LEFT
 KW3006'ON THE DIRT ROAD AND GO 0.2 MILE TO THE MARK.
 KW3006'
 KW3006'TO REACH FROM BLOOMSBURG AT THE JUNCTION OF HIGHWAYS 11 AND 242, TURN
 KW3006'RIGHT OR S ON HIGHWAY 242 AND GO 1 MILE ACROSS THE RIVER BRIDGE TO
 KW3006'THE JUNCTION OF HIGHWAYS 242 AND 342.  TURN LEFT ON 342 AND GO 1.9
 KW3006'MILES TO A LEFT FORK (DIRT ROAD), TURN LEFT AND GO 0.4 MILE TO
 KW3006'MR. FRITZS HOUSE.  AT THE BARN TURN SHARP LEFT UP THE HILL TO THE TOP
 KW3006'AT WHICH POINT TURN LEFT AND FOLLOW THE TOP OF THE RIDGE TO THE
 KW3006'STATION ABOUT 175 YARDS.
 KW3006'
 KW3006'A 37-FOOT TOWER CLEARED ALL LINES.
 KW3006'
 KW3006'NO CUT-INS VISIBLE FROM GROUND.
 KW3006
 KW3006                          STATION RECOVERY (1958)
 KW3006
 KW3006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JEG)
 KW3006'THE STATION, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 KW3006'AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE STATION IS
 KW3006'ADEQUATELY DESCRIBED BUT DUE TO ROAD CONDITIONS AND CHANGES A NEW TO
 KW3006'REACH IS NECESSARY.  THE PROPERTY IS NOW OWNED AND OCCUPIED BY MR.
 KW3006'CARL WOLF.
 KW3006'
 KW3006'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 WITH STATE
 KW3006'HIGHWAYS 242 AND 44 IN THE EAST SECTION OF BLOOMSBURG, GO
 KW3006'SOUTH ON HIGHWAYS 242 AND 44 FOR 0.95 MILE TO A RAILROAD CROSSING AT
 KW3006'THE SOUTH END OF THE BLOOMSBURG BRIDGE.  CONTINUE SOUTH ON
 KW3006'HIGHWAYS 242 AND 44 FOR 0.1 MILE TO THEIR JUNCTION.  TURN LEFT AND GO
 KW3006'EASTERLY ON HIGHWAY 44 FOR 1.4 MILES TO A SIDE ROAD RIGHT, BETWEEN A
 KW3006'BRICK HOUSE AND A BRICK HOUSE WITH A STONE FRONT.  CONTINUE EASTERLY
 KW3006'ON HIGHWAY 44 FOR 0.05 MILE TO A Y-INTERSECTION.  KEEP LEFT ON A
 KW3006'GRAVELED ROAD FOR 0.55 MILE TO A POINT WHERE THE DRIVEWAY CURVES
 KW3006'RIGHT TO THE BACK ENTRANCE TO MR. WOLFS HOME.  CONTINUE EAST FOR
 KW3006'ABOUT 200 FEET TO THE EAST END OF A ORCHARD.  THENCE NORTH FOR
 KW3006'ABOUT 150 FEET TO THE SOUTHWEST CORNER OF A PINE THICKET.  BEAR LEFT
 KW3006'ON AN OLD TRACK ROAD FOR ABOUT 0.05 MILE TO A LARGE WILD CHERRY
 KW3006'TREE ON THE RIGHT.  BEAR RIGHT AROUND THE CHERRY TREE FOR ABOUT 0.05
 KW3006'MILE TO THE NORTHWEST CORNER OF THE PINE THICKET.  TURN LEFT
 KW3006'AND FOLLOW RIDGE TOP FOR 0.2 MILE TO THE EDGE OF THE WOODS AND THE
 KW3006'STATION.
 KW3006'
 KW3006'TO REACH THE AZIMUTH MARK FROM HIGHWAY 44, GO SOUTH ON A GRAVELED
 KW3006'ROAD, BETWEEN THE BRICK HOUSE AND THE BRICK HOUSE WITH A STONE FRONT,
 KW3006'FOR 0.2 MILE TO A TWO-STORIED HOUSE ON THE LEFT. CONTINUE SOUTH
 KW3006'ON THE GRAVELED ROAD FOR ABOUT 0.08 MILE TO THE MARK ON THE LEFT.
 KW3006'
 KW3006'THE MARK IS 10 PACES NORTHWEST OF THE NORTH ROW OF APPLE TREES OF A
 KW3006'LARGE ORCHARD AND 3 PACES NORTHEAST OF THE CENTERLINE OF
 KW3006'THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1907 ***********************************************************************
 LZ1907  DESIGNATION -  FRITZ ET
 LZ1907  PID         -  LZ1907
 LZ1907  STATE/COUNTY-  PA/COLUMBIA
 LZ1907  USGS QUAD   -  BENTON (1975)
 LZ1907
 LZ1907                         *CURRENT SURVEY CONTROL
 LZ1907  ___________________________________________________________________
 LZ1907* NAD 83(1992)-  41 14 48.68993(N)    076 25 54.59274(W)     ADJUSTED  
 LZ1907* NAVD 88     -       418.     (meters)    1371.     (feet)  SCALED    
 LZ1907  ___________________________________________________________________
 LZ1907  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 LZ1907  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 LZ1907
 LZ1907  HORZ ORDER  -  SECOND
 LZ1907
 LZ1907.The horizontal coordinates were established by classical geodetic methods
 LZ1907.and adjusted by the National Geodetic Survey in June 2002..
 LZ1907
 LZ1907.The orthometric height was scaled from a topographic map.
 LZ1907
 LZ1907.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1907
 LZ1907.The geoid height was determined by GEOID03.
 LZ1907
 LZ1907;                    North         East     Units Scale Factor Converg.
 LZ1907;SPC PA N     -   120,799.880   710,481.003   MT  0.99996125   +0 52 19.3
 LZ1907;SPC PA N     -   396,324.27  2,330,969.76   sFT  0.99996125   +0 52 19.3
 LZ1907;UTM  18      - 4,567,149.700   380,029.542   MT  0.99977713   -0 56 38.9
 LZ1907
 LZ1907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1907!SPC PA N     -   0.99993951  x   0.99996125  =   0.99990076
 LZ1907!UTM  18      -   0.99993951  x   0.99977713  =   0.99971666
 LZ1907
 LZ1907|---------------------------------------------------------------------|
 LZ1907| PID    Reference Object                     Distance      Geod. Az  |
 LZ1907|                                                           dddmmss.s |
 LZ1907| CB3371 FRITZ ET RM 2                         8.930 METERS 12650     |
 LZ1907| LZ1896 BENTON ET                           APPROX. 7.5 KM 1331330.5 |
 LZ1907| CB3370 FRITZ ET RM 1                        15.026 METERS 17315     |
 LZ1907| LZ1906 FRITZ ET AZ MK                      227.619 METERS 21818     |
 LZ1907|---------------------------------------------------------------------|
 LZ1907
 LZ1907                          SUPERSEDED SURVEY CONTROL
 LZ1907
 LZ1907  NAD 83(1986)-  41 14 48.68881(N)    076 25 54.59059(W) AD(       ) 2
 LZ1907  NAD 27      -  41 14 48.38737(N)    076 25 55.79093(W) AD(       ) 2
 LZ1907
 LZ1907.Superseded values are not recommended for survey control.
 LZ1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1907.See file dsdata.txt to determine how the superseded data were derived.
 LZ1907
 LZ1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL8003067150(NAD 83)
 LZ1907
 LZ1907  HISTORY     - Date     Condition        Report By
 LZ1907  HISTORY     - 1968     MONUMENTED       USGS
 LZ1907
 LZ1907                          STATION DESCRIPTION
 LZ1907
 LZ1907'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (AIM)
 LZ1907'STATION IS LOCATED ABOUT 4.4 MILES NORTHWEST OF BENTON AND ABOUT 4.3
 LZ1907'MILES EAST-NOTHEAST OF UNITYVILLE, ON PROPERTY OF MR. STERLING
 LZ1907'FRITZ.
 LZ1907'
 LZ1907'TO REACH FROM THE BOROUGH LIMITS SIGN ON THE NORTH SIDE OF BENTON,
 LZ1907'FOLLOW STATE HIGHWAY 487 NORTH FOR 0.2 MILE TO ESSO SERVICE STATION
 LZ1907'AND ROAD LEFT, TURN LEFT AND GO 3.2 MILES TO VILLAGE OF WALLER,
 LZ1907'CONTINUE 0.1 MILE TO FORK, TAKE FORK AND GO 0.9 MILE TO
 LZ1907'GRAVELED DRIVE RIGHT AND AZIMUTH MARK ON RIGHT, TURN RIGHT AND FOLLOW
 LZ1907'DRIVE TO HOUSE AND STATION AT NORTH SIDE OF HOUSE.
 LZ1907'
 LZ1907'THE STATION MARK IS A STANDARD TABLET STAMPED FRITZ ET 1968 CRIMPED
 LZ1907'TO THE TOP OF A COPPER-COATED STEEL ROD DRIVEN INTO THE GROUND.
 LZ1907'IT IS 62.3 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE HOUSE, 51.9
 LZ1907'FEET NORTHEAST OF THE NORTHWEST CORNER OF THE HOUSE AND 15.5 FEET
 LZ1907'SOUTHWEST OF UTILITY POLE WITH TRANSFORMER.
 LZ1907'
 LZ1907'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK TABLET STAMPED
 LZ1907'FRITZ ET 1968 RM 1 CRIMPED TO THE TOP OF A COPPER- COATED STEEL
 LZ1907'ROD DRIVEN INTO THE GROUND.  IT IS 4.3 FEET NORTHWEST OF THE
 LZ1907'NORTHWEST CORNER OF THE HOUSE.
 LZ1907'
 LZ1907'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK TABLET STAMPED
 LZ1907'FRITZ ET 1968 RM 2 CRIMPED TO THE TOP OF A COPPER- COATED STEEL
 LZ1907'ROD DRIVEN INTO THE GROUND.  IT IS 34 FEET NORTHWEST OF THE NORTHEAST
 LZ1907'CORNER OF THE HOUSE, AND 2 FEET NORTHWEST OF A UTILITY POLE.
 LZ1907'
 LZ1907'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK TABLET STAMPED FRITZ ET
 LZ1907'1968 AZ CRIMPED TO THE TOP OF A COPPER-COATED STEEL ROD DRIVEN
 LZ1907'INTO THE GROUND.  IT IS 27 FEET EAST OF THE CENTERLINE OF THE ROAD
 LZ1907'AND 5 FEET SOUTHEAST OF 24-INCH PINE TREE.
 LZ1907'
 LZ1907'HEIGHT OF LIGHT ABOVE STATION MARK- 5.4 FEET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1906 ***********************************************************************
 LZ1906  DESIGNATION -  FRITZ ET AZ MK
 LZ1906  PID         -  LZ1906
 LZ1906  STATE/COUNTY-  PA/COLUMBIA
 LZ1906  USGS QUAD   -  BENTON (1975)
 LZ1906
 LZ1906                         *CURRENT SURVEY CONTROL
 LZ1906  ___________________________________________________________________
 LZ1906* NAD 83(1992)-  41 14 42.89922(N)    076 26 00.65101(W)     ADJUSTED  
 LZ1906* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 LZ1906  ___________________________________________________________________
 LZ1906  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 LZ1906  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LZ1906
 LZ1906  HORZ ORDER  -  SECOND
 LZ1906
 LZ1906.The horizontal coordinates were established by classical geodetic methods
 LZ1906.and adjusted by the National Geodetic Survey in June 2002..
 LZ1906
 LZ1906.The orthometric height was scaled from a topographic map.
 LZ1906
 LZ1906.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1906
 LZ1906.The geoid height was determined by GEOID03.
 LZ1906
 LZ1906;                    North         East     Units Scale Factor Converg.
 LZ1906;SPC PA N     -   120,619.121   710,342.682   MT  0.99996133   +0 52 15.3
 LZ1906;SPC PA N     -   395,731.23  2,330,515.95   sFT  0.99996133   +0 52 15.3
 LZ1906;UTM  18      - 4,566,973.448   379,885.588   MT  0.99977756   -0 56 42.7
 LZ1906
 LZ1906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1906!SPC PA N     -   0.99994061  x   0.99996133  =   0.99990194
 LZ1906!UTM  18      -   0.99994061  x   0.99977756  =   0.99971818
 LZ1906
 LZ1906                          SUPERSEDED SURVEY CONTROL
 LZ1906
 LZ1906  NAD 83(1986)-  41 14 42.89808(N)    076 26 00.64886(W) AD(       ) 2
 LZ1906  NAD 27      -  41 14 42.59659(N)    076 26 01.84898(W) AD(       ) 2
 LZ1906
 LZ1906.Superseded values are not recommended for survey control.
 LZ1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1906.See file dsdata.txt to determine how the superseded data were derived.
 LZ1906
 LZ1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL7988666973(NAD 83)
 LZ1906
 LZ1906  HISTORY     - Date     Condition        Report By
 LZ1906  HISTORY     - 1968     MONUMENTED       USGS
 LZ1906
 LZ1906                          STATION DESCRIPTION
 LZ1906
 LZ1906'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 LZ1906'SEE STATION FRITZ ET USGS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3092 ***********************************************************************
 KW3092  DESIGNATION -  FROGTOWN AIRWAY BEACON
 KW3092  PID         -  KW3092
 KW3092  STATE/COUNTY-  PA/YORK
 KW3092  USGS QUAD   -  STEELTON (1987)
 KW3092
 KW3092                         *CURRENT SURVEY CONTROL
 KW3092  ___________________________________________________________________
 KW3092* NAD 83(1992)-  40 11 30.60709(N)    076 52 01.77772(W)     ADJUSTED  
 KW3092* NAVD 88     -                                                        
 KW3092  ___________________________________________________________________
 KW3092  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 KW3092  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KW3092
 KW3092  HORZ ORDER  -  THIRD
 KW3092
 KW3092.The horizontal coordinates were established by classical geodetic methods
 KW3092.and adjusted by the National Geodetic Survey in June 2002..
 KW3092
 KW3092
 KW3092.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3092
 KW3092.The geoid height was determined by GEOID03.
 KW3092
 KW3092;                    North         East     Units Scale Factor Converg.
 KW3092;SPC PA S     -    95,699.140   675,174.148   MT  0.99996965   +0 34 22.0
 KW3092;SPC PA S     -   313,972.93  2,215,133.85   sFT  0.99996965   +0 34 22.0
 KW3092;UTM  18      - 4,450,721.027   341,061.884   MT  0.99991098   -1 12 18.8
 KW3092
 KW3092                          SUPERSEDED SURVEY CONTROL
 KW3092
 KW3092  NAD 83(1986)-  40 11 30.60130(N)    076 52 01.77790(W) AD(       ) 4
 KW3092  NAD 27      -  40 11 30.27300(N)    076 52 02.87200(W) AD(       ) 3
 KW3092
 KW3092.Superseded values are not recommended for survey control.
 KW3092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3092.See file dsdata.txt to determine how the superseded data were derived.
 KW3092
 KW3092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK4106250721(NAD 83)
 KW3092_MARKER: 22 = AIRWAY BEACON
 KW3092
 KW3092  HISTORY     - Date     Condition        Report By
 KW3092  HISTORY     - 1942     FIRST OBSERVED   CGS
 KW3092  HISTORY     - 1962     GOOD             CGS
 KW3092  HISTORY     - 20050318 POOR             GEOCAC
 KW3092
 KW3092                          STATION DESCRIPTION
 KW3092
 KW3092'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW3092'STATION IS A STANDARD C.A.A. AIRWAY BEACON ABOUT 50 FEET HIGH.
 KW3092'BEACON IS LOCATED ABOUT 0.75 MILE NW OF FROGTOWN AND ABOUT 5
 KW3092'MILES S OF HARRISBURG.  IT IS ON THE HIGHEST PART OF THE HILL
 KW3092'SURROUNDED BY TREES MANY OF WHICH ARE HIGHER THAN THE BEACON ITSELF.
 KW3092
 KW3092                          STATION RECOVERY (1962)
 KW3092
 KW3092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JBA)
 KW3092'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 KW3092'PREVIOUS DESCRIPTION IS ADEQUATE.
 KW3092
 KW3092                          STATION RECOVERY (2005)
 KW3092
 KW3092'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW3092'THE TOWER REMAINS BUT THE BEACON HAS BEEN REMOVED FROM THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3093 ***********************************************************************
 KW3093  DESIGNATION -  FROGTOWN PA TNPK COMM QDI TWR
 KW3093  PID         -  KW3093
 KW3093  STATE/COUNTY-  PA/YORK
 KW3093  USGS QUAD   -  STEELTON (1987)
 KW3093
 KW3093                         *CURRENT SURVEY CONTROL
 KW3093  ___________________________________________________________________
 KW3093* NAD 83(1992)-  40 11 30.49153(N)    076 52 01.54931(W)     ADJUSTED  
 KW3093* NAVD 88     -                                                        
 KW3093  ___________________________________________________________________
 KW3093  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 KW3093  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KW3093
 KW3093  HORZ ORDER  -  THIRD
 KW3093
 KW3093.The horizontal coordinates were established by classical geodetic methods
 KW3093.and adjusted by the National Geodetic Survey in June 2002..
 KW3093
 KW3093
 KW3093.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3093
 KW3093.The geoid height was determined by GEOID03.
 KW3093
 KW3093;                    North         East     Units Scale Factor Converg.
 KW3093;SPC PA S     -    95,695.630   675,179.586   MT  0.99996965   +0 34 22.2
 KW3093;SPC PA S     -   313,961.41  2,215,151.69   sFT  0.99996965   +0 34 22.2
 KW3093;UTM  18      - 4,450,717.350   341,067.210   MT  0.99991095   -1 12 18.6
 KW3093
 KW3093                          SUPERSEDED SURVEY CONTROL
 KW3093
 KW3093  NAD 83(1986)-  40 11 30.48513(N)    076 52 01.54692(W) AD(       ) 4
 KW3093  NAD 27      -  40 11 30.15900(N)    076 52 02.64600(W) AD(       ) 3
 KW3093
 KW3093.Superseded values are not recommended for survey control.
 KW3093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3093.See file dsdata.txt to determine how the superseded data were derived.
 KW3093
 KW3093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK4106750717(NAD 83)
 KW3093_MARKER: 55 = TOWER
 KW3093
 KW3093  HISTORY     - Date     Condition        Report By
 KW3093  HISTORY     - 1942     FIRST OBSERVED   CGS
 KW3093  HISTORY     - 1960     GOOD             CGS
 KW3093  HISTORY     - 1960     GOOD             CGS
 KW3093  HISTORY     - 20050318 MARK NOT FOUND   GEOCAC
 KW3093
 KW3093                          STATION DESCRIPTION
 KW3093
 KW3093'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW3093'STATION IS A 4-LEGGED GRAY STEEL STRUCTURE ABOUT 64 FEET IN HEIGHT.
 KW3093'IT IS A GLASS ENCLOSED BUILDING ON TOP AND A BEACON LIGHT ON TOP.  IT
 KW3093'HAS TWO SOUND REFLECTORS ON THE WEST SIDE, AND IS LOCATED ABOUT 100
 KW3093'YARDS WEST OF TRIANGULATION STATION SHUEY 1934.  POINT
 KW3093'INTERSECTED WAS THE BEACON LIGHT ATOP THE TOWER.
 KW3093
 KW3093                          STATION RECOVERY (1960)
 KW3093
 KW3093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW3093'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 KW3093
 KW3093                          STATION RECOVERY (2005)
 KW3093
 KW3093'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW3093'NO TOWER MATCHING THIS DESCRIPTION EXISTS AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1960 ***********************************************************************
 MB1960  DESIGNATION -  FRUIT
 MB1960  PID         -  MB1960
 MB1960  STATE/COUNTY-  PA/MERCER
 MB1960  USGS QUAD   -  FREDONIA (1987)
 MB1960
 MB1960                         *CURRENT SURVEY CONTROL
 MB1960  ___________________________________________________________________
 MB1960* NAD 83(1992)-  41 18 06.62215(N)    080 22 00.42316(W)     ADJUSTED  
 MB1960* NAVD 88     -       355.     (meters)    1165.     (feet)  SCALED    
 MB1960  ___________________________________________________________________
 MB1960  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 MB1960  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 MB1960
 MB1960  HORZ ORDER  -  SECOND
 MB1960
 MB1960.The horizontal coordinates were established by classical geodetic methods
 MB1960.and adjusted by the National Geodetic Survey in June 2002..
 MB1960
 MB1960.The orthometric height was scaled from a topographic map.
 MB1960
 MB1960.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1960
 MB1960.The geoid height was determined by GEOID03.
 MB1960
 MB1960;                    North         East     Units Scale Factor Converg.
 MB1960;SPC PA N     -   129,375.395   380,886.176   MT  0.99995887   -1 43 52.0
 MB1960;SPC PA N     -   424,459.11  1,249,624.06   sFT  0.99995887   -1 43 52.0
 MB1960;UTM  17      - 4,572,458.334   553,010.872   MT  0.99963458   +0 25 04.6
 MB1960
 MB1960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1960!SPC PA N     -   0.99994963  x   0.99995887  =   0.99990851
 MB1960!UTM  17      -   0.99994963  x   0.99963458  =   0.99958423
 MB1960
 MB1960:                Primary Azimuth Mark                     Grid Az
 MB1960:SPC PA N     -  CHICAGO NEW YORK AIRWAY BCN 38           273 54 27.6
 MB1960:UTM  17      -  CHICAGO NEW YORK AIRWAY BCN 38           271 45 31.0
 MB1960
 MB1960|---------------------------------------------------------------------|
 MB1960| PID    Reference Object                     Distance      Geod. Az  |
 MB1960|                                                           dddmmss.s |
 MB1960| MB1962 CHICAGO NEW YORK AIRWAY BCN 38      APPROX. 4.5 KM 2721035.6 |
 MB1960| CX4542 FRUIT RM 2                           31.474 METERS 28026     |
 MB1960| CX4540 FRUIT AZ MK                                        2913012.1 |
 MB1960| CX4541 FRUIT RM 1                           38.676 METERS 32138     |
 MB1960|---------------------------------------------------------------------|
 MB1960
 MB1960                          SUPERSEDED SURVEY CONTROL
 MB1960
 MB1960  NAD 83(1995)-  41 18 06.62322(N)    080 22 00.42442(W) AD(       ) 2
 MB1960  NAD 83(1986)-  41 18 06.62741(N)    080 22 00.42630(W) AD(       ) 2
 MB1960  NAD 27      -  41 18 06.42400(N)    080 22 01.18500(W) AD(       ) 2
 MB1960
 MB1960.Superseded values are not recommended for survey control.
 MB1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1960.See file dsdata.txt to determine how the superseded data were derived.
 MB1960
 MB1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF5301172458(NAD 83)
 MB1960_MARKER: Z = SEE DESCRIPTION
 MB1960_SETTING: 0 = UNSPECIFIED SETTING
 MB1960
 MB1960  HISTORY     - Date     Condition        Report By
 MB1960  HISTORY     - 1937     MONUMENTED       PAGS
 MB1960  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MB1960
 MB1960                          STATION DESCRIPTION
 MB1960
 MB1960'DESCRIBED BY PENNSYLVANIA GEODETIC SURVEY 1937
 MB1960'REACHED FROM MERCER, VIA STATE ROUTE 258 NW FOR 6.7 MILES, THENCE
 MB1960'RIGHT, N, TAKE FIRST LEFT-HAND ROAD AFTER CROSSING BRIDGE OVER
 MB1960'THE SHENANGO RIVER, CONTINUE ABOUT 0.6 MILE, THENCE TURN RIGHT, E, GO
 MB1960'0.5 MILE TO THE SCHOOLHOUSE.
 MB1960'
 MB1960'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE PA. COORDINATE SYSTEM
 MB1960'STANDARD BRONZE DISKS IN BOULDERS.  UNDERGROUND MARK IS A
 MB1960'PA. COORDINATE SYSTEM STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 MB1960'BEDROCK.
 MB1960'
 MB1960'REFERENCE MARK NO.1 IS NW OF STATION AT NE CORNER OF OUT-BUILDING.
 MB1960'
 MB1960'REFERENCE MARK NO.2 IS AT NE CORNER OF SCHOOLHOUSE, 1.25 FEET NE OF
 MB1960'CORNER FOUNDATION.
 MB1960'
 MB1960'AZIMUTH MARK REACHED FROM STATION BY GOING W TO FIRST CROSSROADS,
 MB1960'THENCE RIGHT, N.  THE MARK IS ABOUT 0.1 MILE FROM THIS
 MB1960'CROSSROADS ON THE RIGHT OR E SIDE, CLOSE TO TELEPHONE POLE.
 MB1960'
 MB1960'HEIGHT OF LIGHT ABOVE STATION MARK - 1.2 METERS.
 MB1960
 MB1960                          STATION RECOVERY (1960)
 MB1960
 MB1960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 MB1960'A THREE HOUR SEARCH WAS MADE BUT NEITHER THE STATION MARK OR ANY OF
 MB1960'THE REFERENCE MARKS WERE FOUND.  THE SCHOOL HOUSE MENTIONED
 MB1960'IN THE DESCRIPTION HAS BEEN TORN DOWN, AND ACCORDING TO A STATEMENT
 MB1960'BY THE PROPERTY OWNER, THE AREA WAS GRADED AND LEVELED BY A
 MB1960'BULLDOZER, AND THAT THE MARKS WERE EITHER DESTROYED OR COVERED AT
 MB1960'THAT TIME. A NEW HOUSE HAS BEEN BUILT ON THE SITE.
 MB1960'
 MB1960'THE AZIMUTH MARK WAS ALSO SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2424 ***********************************************************************
 KV2424  DESIGNATION -  FRY
 KV2424  PID         -  KV2424
 KV2424  STATE/COUNTY-  PA/BERKS
 KV2424  USGS QUAD   -  READING (1983)
 KV2424
 KV2424                         *CURRENT SURVEY CONTROL
 KV2424  ___________________________________________________________________
 KV2424* NAD 83(1992)-  40 15 56.50823(N)    075 54 54.20106(W)     ADJUSTED  
 KV2424* NAVD 88     -       135.709  (meters)     445.24   (feet)  ADJUSTED  
 KV2424  ___________________________________________________________________
 KV2424  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 KV2424  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 KV2424  DYNAMIC HT  -         135.638 (meters)     445.01  (feet)  COMP
 KV2424  MODELED GRAV-     980,095.5   (mgal)                       NAVD 88
 KV2424
 KV2424  HORZ ORDER  -  SECOND
 KV2424  VERT ORDER  -  SECOND    CLASS 0
 KV2424
 KV2424.The horizontal coordinates were established by classical geodetic methods
 KV2424.and adjusted by the National Geodetic Survey in June 2002..
 KV2424
 KV2424.The orthometric height was determined by differential leveling
 KV2424.and adjusted by the National Geodetic Survey in June 1991..
 KV2424
 KV2424.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV2424
 KV2424.The geoid height was determined by GEOID03.
 KV2424
 KV2424.The dynamic height is computed by dividing the NAVD 88
 KV2424.geopotential number by the normal gravity value computed on the
 KV2424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2424.degrees latitude (g = 980.6199 gals.).
 KV2424
 KV2424.The modeled gravity was interpolated from observed gravity values.
 KV2424
 KV2424;                    North         East     Units Scale Factor Converg.
 KV2424;SPC PA S     -   105,146.065   756,067.213   MT  0.99996469   +1 11 25.8
 KV2424;SPC PA S     -   344,966.71  2,480,530.51   sFT  0.99996469   +1 11 25.8
 KV2424;UTM  18      - 4,457,649.226   422,194.134   MT  0.99967452   -0 35 29.3
 KV2424
 KV2424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV2424!SPC PA S     -   0.99998416  x   0.99996469  =   0.99994885
 KV2424!UTM  18      -   0.99998416  x   0.99967452  =   0.99965869
 KV2424
 KV2424|---------------------------------------------------------------------|
 KV2424| PID    Reference Object                     Distance      Geod. Az  |
 KV2424|                                                           dddmmss.s |
 KV2424| KV2423 FRY RM 1                              5.849 METERS 01640     |
 KV2424| KV2432 ROBESON                             APPROX. 5.1 KM 1695305.0 |
 KV2424| KV3821 PLOWVILLE ROBESON LUTH CHURCH       APPROX. 5.2 KM 1712656.1 |
 KV2424| KV2425 FRY RM 2                              5.902 METERS 21212     |
 KV2424|---------------------------------------------------------------------|
 KV2424
 KV2424                          SUPERSEDED SURVEY CONTROL
 KV2424
 KV2424  NAD 83(1986)-  40 15 56.49993(N)    075 54 54.20366(W) AD(       ) 2
 KV2424  NAD 27      -  40 15 56.16060(N)    075 54 55.43630(W) AD(       ) 2
 KV2424  NGVD 29 (??/??/??)  135.948  (m)          446.02   (f) ADJUSTED    2 0
 KV2424
 KV2424.Superseded values are not recommended for survey control.
 KV2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2424.See file dsdata.txt to determine how the superseded data were derived.
 KV2424
 KV2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK2219457649(NAD 83)
 KV2424_MARKER: DS = TRIANGULATION STATION DISK
 KV2424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2424_STAMPING: FRY 1960
 KV2424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2424+STABILITY: SURFACE MOTION
 KV2424
 KV2424  HISTORY     - Date     Condition        Report By
 KV2424  HISTORY     - 1960     MONUMENTED       CGS
 KV2424  HISTORY     - 1960     GOOD             CGS
 KV2424  HISTORY     - 20011015 MARK NOT FOUND   USPSQD
 KV2424
 KV2424                          STATION DESCRIPTION
 KV2424
 KV2424'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV2424'THE STATION IS LOCATED ON THE WEST SIDE OF A LOW BARE HILL ABOUT
 KV2424'4-1/2 MILES SOUTH OF READING, 8 MILES NORTH OF MORGANTOWN,
 KV2424'1/2 MILE EAST OF U.S. HIGHWAY 122 AND NEAR A HIGH TENSION LINE, ON
 KV2424'PROPERTY OWNED BY MR. HAROLD W. FRY.
 KV2424'
 KV2424'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 122, 222 AND
 KV2424'STATE HIGHWAY 73, IN THE SOUTH EDGE OF READING, GO SOUTH ON U.S.
 KV2424'HIGHWAY 122 FOR 4.05 MILES TO A MOBIL SERVICE STATION ON THE RIGHT.
 KV2424'CONTINUE SOUTH ON HIGHWAY 122 FOR 0.35 MILE TO A CROSSROAD AND A
 KV2424'LARGE TWO-STORIED HOUSE IN THE NORTHEAST CORNER OF THE INTERSECTION.
 KV2424'TURN LEFT ON THE GRAVELED ROAD SOUTH OF THE HOUSE AND GO 0.3 MILE
 KV2424'TO THE CREST OF A SMALL KNOLL AND A HIGH TENSION LINE.  TURN
 KV2424'RIGHT AND GO SOUTH ACROSS THE MEADOW FOR 0.15 MILE TO A 3-PRONGED
 KV2424'WILD CHERRY TREE, AND THE STATION.
 KV2424'
 KV2424'THE STATION MARK, A STANDARD DISK STAMPED FRY 1960, CEMENTED IN THE
 KV2424'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 KV2424'SURFACE.  IT IS 14.6 FEET SOUTH OF THE 3-PRONGED WILD CHERRY TREE, 70
 KV2424'FEET WEST OF THE CREST OF THE HILL AND 280 FEET SOUTH-SOUTHWEST
 KV2424'OF THE SOUTHEAST LEG OF THE HIGH TENSION TOWER NUMBER 17.
 KV2424'
 KV2424'REFERENCE MARK 1, A STANDARD DISK STAMPED FRY NO 1 1960, CEMENTED IN
 KV2424'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 KV2424'SURFACE.  IT IS 8 FEET EAST OF THE 3-PRONGED WILD CHERRY TREE, 68
 KV2424'FEET WEST OF THE CREST OF THE HILL, 261 FEET SOUTH-SOUTHWEST OF
 KV2424'THE SOUTHEAST LEG OF THE HIGH TENSION LINE TOWER NUMBER 17, AND IS
 KV2424'ABOUT 1/2 FOOT LOWER IN ELEVATION THAN THE STATION MARK.
 KV2424'
 KV2424'REFERENCE MARK 2, A STANDARD DISK STAMPED FRY NO 2 1960, CEMENTED IN
 KV2424'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KV2424'SURFACE OF THE GROUND.  IT IS 32 FEET SOUTHWEST OF THE 3-PRONGED WILD
 KV2424'CHERRY TREE, 75 FEET WEST OF THE CREST OF THE HILL, 298 FEET
 KV2424'SOUTH-SOUTHWEST OF THE SOUTHEAST LEG OF THE HIGH TENSION LINE TOWER
 KV2424'NUMBER 17, AND IS ABOUT 1 FOOT LOWER IN ELEVATION THAN THE
 KV2424'STATION MARK.
 KV2424'
 KV2424'STATION ROBESON WILL SERVE AS AZIMUTH MARK.
 KV2424'
 KV2424'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KV2424
 KV2424                          STATION RECOVERY (1960)
 KV2424
 KV2424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KV2424'4.6 MI S FROM READING.
 KV2424'ABOUT 4.2 MILES SOUTH ALONG U.S. HIGHWAY 122 FROM ITS JUNCTION
 KV2424'WITH U.S. HIGHWAY 222 AND STATE HIGHWAY 73 IN THE SOUTH PART
 KV2424'OF THE CITY OF READING, THENCE 0.3 MILE EAST ALONG A DIM
 KV2424'GRAVEL ROAD, THENCE 0.15 MILE SOUTH ACROSS A FIELD TO A
 KV2424'TRANSMISSION TOWER LINE AND CREST OF HILL TO STATION, 14 1/2
 KV2424'FEET SOUTH OF A 3-PRONGED CHERRY TREE, 70 FEET WEST OF THE
 KV2424'CREST OF THE HILL, 280 FEET SOUTHWEST OF THE SOUTHEAST LEG OF
 KV2424'STEEL TOWER NO. 17, SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 KV2424'THE GROUND.
 KV2424
 KV2424                          STATION RECOVERY (2001)
 KV2424
 KV2424'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV2424'A SECOND TRANSMISSION LINE HAS BEEN ADDED. REFERENCE TOWER 17 IS IN
 KV2424'WEST MOST SET OF LINES. NO CHERRY TREE.  MEADOWS ARE NOW CORN FIELDS.
 KV2424'A DISLODGED BENCH MARK CONCRETE POST WAS FOUND IN A THICKET CLOSE BY.
 KV2424'THE DISK WAS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1188 ***********************************************************************
 LZ1188  DESIGNATION -  FRY
 LZ1188  PID         -  LZ1188
 LZ1188  STATE/COUNTY-  PA/LYCOMING
 LZ1188  USGS QUAD   -  TROUT RUN (1973)
 LZ1188
 LZ1188                         *CURRENT SURVEY CONTROL
 LZ1188  ___________________________________________________________________
 LZ1188* NAD 83(1992)-  41 27 33.73540(N)    077 07 19.05454(W)     ADJUSTED  
 LZ1188* NAVD 88     -       597.075  (meters)    1958.90   (feet)  ADJUSTED  
 LZ1188  ___________________________________________________________________
 LZ1188  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 LZ1188  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 LZ1188  DYNAMIC HT  -         596.799 (meters)    1958.00  (feet)  COMP
 LZ1188  MODELED GRAV-     980,142.3   (mgal)                       NAVD 88
 LZ1188
 LZ1188  HORZ ORDER  -  SECOND
 LZ1188  VERT ORDER  -  SECOND    CLASS 0
 LZ1188
 LZ1188.The horizontal coordinates were established by classical geodetic methods
 LZ1188.and adjusted by the National Geodetic Survey in June 2002..
 LZ1188
 LZ1188.The orthometric height was determined by differential leveling
 LZ1188.and adjusted by the National Geodetic Survey in June 1991..
 LZ1188
 LZ1188.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1188
 LZ1188.The geoid height was determined by GEOID03.
 LZ1188
 LZ1188.The dynamic height is computed by dividing the NAVD 88
 LZ1188.geopotential number by the normal gravity value computed on the
 LZ1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1188.degrees latitude (g = 980.6199 gals.).
 LZ1188
 LZ1188.The modeled gravity was interpolated from observed gravity values.
 LZ1188
 LZ1188;                    North         East     Units Scale Factor Converg.
 LZ1188;SPC PA N     -   143,750.180   652,469.019   MT  0.99995711   +0 24 55.7
 LZ1188;SPC PA N     -   471,620.38  2,140,642.11   sFT  0.99995711   +0 24 55.7
 LZ1188;UTM  18      - 4,591,926.938   322,779.655   MT  0.99998652   -1 24 19.0
 LZ1188
 LZ1188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1188!SPC PA N     -   0.99991150  x   0.99995711  =   0.99986862
 LZ1188!UTM  18      -   0.99991150  x   0.99998652  =   0.99989802
 LZ1188
 LZ1188|---------------------------------------------------------------------|
 LZ1188| PID    Reference Object                     Distance      Geod. Az  |
 LZ1188|                                                           dddmmss.s |
 LZ1188| LZ1190 FRY RM 2                             11.930 METERS 08313     |
 LZ1188| LZ1187 FRY AZ MK                                          2181356.8 |
 LZ1188| LZ1189 FRY RM 1                             11.006 METERS 35436     |
 LZ1188|---------------------------------------------------------------------|
 LZ1188
 LZ1188                          SUPERSEDED SURVEY CONTROL
 LZ1188
 LZ1188  NAD 83(1986)-  41 27 33.73458(N)    077 07 19.05247(W) AD(       ) 2
 LZ1188  NAD 27      -  41 27 33.47018(N)    077 07 20.14240(W) AD(       ) 2
 LZ1188  NGVD 29 (??/??/92)  597.260  (m)         1959.51   (f) ADJ UNCH    2 0
 LZ1188
 LZ1188.Superseded values are not recommended for survey control.
 LZ1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1188.See file dsdata.txt to determine how the superseded data were derived.
 LZ1188
 LZ1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL2278091927(NAD 83)
 LZ1188_MARKER: DE = TRAVERSE STATION DISK
 LZ1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1188_STAMPING: FRY 1969
 LZ1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1188+STABILITY: SURFACE MOTION
 LZ1188
 LZ1188  HISTORY     - Date     Condition        Report By
 LZ1188  HISTORY     - 1969     MONUMENTED       CGS
 LZ1188  HISTORY     - 1969     GOOD             CGS
 LZ1188
 LZ1188                          STATION DESCRIPTION
 LZ1188
 LZ1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LZ1188'THE STATION IS LOCATED ON A BARE RIDGE, 7 MILES SOUTH OF LIBERTY, 6
 LZ1188'MILES NORTH-NORTHWEST OF TROUT RUN, 0.4 MILE EAST OF U.S. HIGHWAY 15
 LZ1188'AND ON PROPERTY OWNED BY HENRY HELSEL.
 LZ1188'
 LZ1188'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 15 AND STATE
 LZ1188'HIGHWAY 14 IN TROUT RUN, GO NORTH ON U.S. HIGHWAY 15 FOR 6.65 MILES
 LZ1188'TO A PAVED SIDE ROAD RIGHT, CONTINUE NORTH ON U.S. HIGHWAY 15 FOR 0.3
 LZ1188'MILE TO A PAVED ROAD RIGHT AND THE AZIMUTH MARK LOCATED ON THE LEFT
 LZ1188'ON THE EAST SIDE OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 15, TURN
 LZ1188'SHARP RIGHT AND GO NORTHEAST ON THE PAVED ROAD FOR 0.1 MILE TO A
 LZ1188'FIELD ROAD LEFT JUST AFTER PASSING A CHURCH ON THE LEFT, TURN LEFT
 LZ1188'AND GO NORTHWEST ON THE FIELD ROAD UP HILL FOR 0.4 MILE TO A REVERSE
 LZ1188'FORK ON TOP OF THE HILL, CONTINUE AHEAD FOR ABOUT 150 FEET TO THE
 LZ1188'STATION AS DESCRIBED.
 LZ1188'
 LZ1188'THE STATION MARK IS A STANDARD DISK STAMPED FRY 1969, SET IN TOP OF A
 LZ1188'SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH ABOVE THE SURFACE
 LZ1188'OF THE GROUND.  IT IS 3.6 FEET SOUTHWEST OF A METAL WITNESS POST AND
 LZ1188'SIGN, 22.0 FEET EAST OF 2 WILD CHERRY TREES AND 27.0 FEET SOUTH OF
 LZ1188'THE APPROXIMATE CENTER OF THE TRACK ROAD.
 LZ1188'
 LZ1188'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED FRY NO 1 1969, SET IN
 LZ1188'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH ABOVE THE
 LZ1188'GROUND SURFACE.  IT IS 10.0 NORTH OF THE APPROXIMATE CENTER OF THE
 LZ1188'TRACK ROAD AND 33.6 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 LZ1188'
 LZ1188'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED FRY NO 2 1969, SET IN
 LZ1188'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH ABOVE THE
 LZ1188'GROUND SURFACE.  IT IS 20.0 FEET SOUTH OF THE APPROXIMATE CENTER OF
 LZ1188'THE TRACK ROAD AND 37.1 FEET EAST THE METAL WITNESS POST AND SIGN.
 LZ1188'
 LZ1188'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FRY 1969, CEMENTED IN A
 LZ1188'DRILL HOLE IN THE SOUTH END AND TOP OF CONCRETE CULVERT, 5.8
 LZ1188'FEET SOUTH OF A METAL WITNESS POST AND MARKER, 21.0 FEET EAST OF THE
 LZ1188'CENTER LINE OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 15 AND 119.0 FEET
 LZ1188'NORTH OF A 15-INCH PINE TREE.
 LZ1188'
 LZ1188'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LZ1188
 LZ1188                          STATION RECOVERY (1969)
 LZ1188
 LZ1188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 LZ1188'7 MI N FROM TROUT RUN.
 LZ1188'ABOUT 6.45 MILES NORTH ALONG U.S. HIGHWAY 15 FROM ITS JUNCTION
 LZ1188'WITH STATE HIGHWAY 14 IN TROUT RUN TO THE TOP OF MOUNTAIN
 LZ1188'AT STEAM VALLEY TO A PAVED ROAD ON THE RIGHT, TURN RIGHT FOR
 LZ1188'0.1 MILE, THENCE, TURN LEFT JUST AFTER PASSING A CHURCH ON THE
 LZ1188'LEFT, AND GO 0.4 MILE ON A FIELD ROAD TO THE STATION ON THE
 LZ1188'TOP OF HILL, 36.11 FEET SOUTH OF RM 1, 39.14 FEET WEST OF RM 2,
 LZ1188'27 FEET SOUTH OF THE APPROXIMATE CENTER OF THE FIELD ROAD, 22
 LZ1188'FEET EAST OF 2 WILD CHERRY TREES, 3.6 FEET SOUTHWEST OF A METAL
 LZ1188'WITNESS SIGN, SET IN THE TOP OF A CONCRETE POST PROJECTING
 LZ1188'1-INCH, AND IS ABOUT 250 FEET ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1187 ***********************************************************************
 LZ1187  DESIGNATION -  FRY AZ MK
 LZ1187  PID         -  LZ1187
 LZ1187  STATE/COUNTY-  PA/LYCOMING
 LZ1187  USGS QUAD   -  WHITE PINE (1986)
 LZ1187
 LZ1187                         *CURRENT SURVEY CONTROL
 LZ1187  ___________________________________________________________________
 LZ1187* NAD 83(1986)-  41 27 18.     (N)    077 07 33.     (W)     SCALED    
 LZ1187* NAVD 88     -       509.818  (meters)    1672.63   (feet)  ADJUSTED  
 LZ1187  ___________________________________________________________________
 LZ1187  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 LZ1187  DYNAMIC HT  -         509.580 (meters)    1671.85  (feet)  COMP
 LZ1187  MODELED GRAV-     980,139.2   (mgal)                       NAVD 88
 LZ1187
 LZ1187  VERT ORDER  -  SECOND    CLASS 0
 LZ1187
 LZ1187.The horizontal coordinates were scaled from a topographic map and have
 LZ1187.an estimated accuracy of +/- 6 seconds.
 LZ1187
 LZ1187.The orthometric height was determined by differential leveling
 LZ1187.and adjusted by the National Geodetic Survey in June 1991..
 LZ1187
 LZ1187.The geoid height was determined by GEOID03.
 LZ1187
 LZ1187.The dynamic height is computed by dividing the NAVD 88
 LZ1187.geopotential number by the normal gravity value computed on the
 LZ1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1187.degrees latitude (g = 980.6199 gals.).
 LZ1187
 LZ1187.The modeled gravity was interpolated from observed gravity values.
 LZ1187
 LZ1187;                    North         East    Units  Estimated Accuracy
 LZ1187;SPC PA N     -   143,260.      652,150.      MT  (+/- 180 meters Scaled)
 LZ1187
 LZ1187                          SUPERSEDED SURVEY CONTROL
 LZ1187
 LZ1187  NGVD 29 (??/??/92)  509.998  (m)         1673.22   (f) ADJ UNCH    2 0
 LZ1187
 LZ1187.Superseded values are not recommended for survey control.
 LZ1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1187.See file dsdata.txt to determine how the superseded data were derived.
 LZ1187
 LZ1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL224914(NAD 83)
 LZ1187_MARKER: DZ = AZIMUTH MARK DISK
 LZ1187_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1187_SP_SET: CATCH BASIN WALL
 LZ1187_STAMPING: FRY 1969
 LZ1187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1187
 LZ1187  HISTORY     - Date     Condition        Report By
 LZ1187  HISTORY     - 1969     MONUMENTED       CGS
 LZ1187  HISTORY     - 20000501 GOOD             PADT
 LZ1187  HISTORY     - 20020401 GOOD             PADT
 LZ1187
 LZ1187                          STATION DESCRIPTION
 LZ1187
 LZ1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LZ1187'6.4 MI N FROM TROUT RUN.
 LZ1187'ABOUT 6.45 MILES NORTH ALONG U.S. HIGHWAY 15 FROM ITS JUNCTION
 LZ1187'WITH STATE HIGHWAY 14 IN TROUT RUN, SET IN THE TOP OF THE
 LZ1187'BACKWALL OF A CATCH BASIN, 21 FEET EAST OF THE CENTERLINE
 LZ1187'OF THE SOUTH BOUND LANE OF HIGHWAY, 70 FEET WEST OF THE CENTERLINE
 LZ1187'OF THE NORTH BOUND LANE OF HIGHWAY, 25 FEET SOUTH OF THE
 LZ1187'APPROXIMATE CENTER OF A CROSSOVER, IN THE MEDIA OF HIGHWAY
 LZ1187'AND IS ABOUT LEVEL WITH THE SOUTH BOUND LANE OF HIGHWAY.
 LZ1187
 LZ1187                          STATION RECOVERY (2000)
 LZ1187
 LZ1187'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (EAA)
 LZ1187'RECOVERED IN GOOD CONDITION.
 LZ1187
 LZ1187                          STATION RECOVERY (2002)
 LZ1187
 LZ1187'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (MBJ)
 LZ1187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2423 ***********************************************************************
 KV2423  DESIGNATION -  FRY RM 1
 KV2423  PID         -  KV2423
 KV2423  STATE/COUNTY-  PA/BERKS
 KV2423  USGS QUAD   -  READING (1983)
 KV2423
 KV2423                         *CURRENT SURVEY CONTROL
 KV2423  ___________________________________________________________________
 KV2423* NAD 83(1986)-  40 15 56.     (N)    075 54 54.     (W)     SCALED    
 KV2423* NAVD 88     -       135.870  (meters)     445.77   (feet)  ADJUSTED  
 KV2423  ___________________________________________________________________
 KV2423  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 KV2423  DYNAMIC HT  -         135.798 (meters)     445.53  (feet)  COMP
 KV2423  MODELED GRAV-     980,095.5   (mgal)                       NAVD 88
 KV2423
 KV2423  VERT ORDER  -  SECOND    CLASS 0
 KV2423
 KV2423.The horizontal coordinates were scaled from a topographic map and have
 KV2423.an estimated accuracy of +/- 6 seconds.
 KV2423
 KV2423.The orthometric height was determined by differential leveling
 KV2423.and adjusted by the National Geodetic Survey in June 1991..
 KV2423
 KV2423.The geoid height was determined by GEOID03.
 KV2423
 KV2423.The dynamic height is computed by dividing the NAVD 88
 KV2423.geopotential number by the normal gravity value computed on the
 KV2423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2423.degrees latitude (g = 980.6199 gals.).
 KV2423
 KV2423.The modeled gravity was interpolated from observed gravity values.
 KV2423
 KV2423;                    North         East    Units  Estimated Accuracy
 KV2423;SPC PA S     -   105,130.      756,070.      MT  (+/- 180 meters Scaled)
 KV2423
 KV2423                          SUPERSEDED SURVEY CONTROL
 KV2423
 KV2423  NGVD 29 (??/??/??)  136.109  (m)          446.55   (f) ADJUSTED    2 0
 KV2423
 KV2423.Superseded values are not recommended for survey control.
 KV2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2423.See file dsdata.txt to determine how the superseded data were derived.
 KV2423
 KV2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK221576(NAD 83)
 KV2423_MARKER: DR = REFERENCE MARK DISK
 KV2423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2423_STAMPING: FRY NO 1 1960
 KV2423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2423+STABILITY: SURFACE MOTION
 KV2423
 KV2423  HISTORY     - Date     Condition        Report By
 KV2423  HISTORY     - 1960     MONUMENTED       CGS
 KV2423  HISTORY     - 20011015 MARK NOT FOUND   USPSQD
 KV2423
 KV2423                          STATION DESCRIPTION
 KV2423
 KV2423'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2423'4.6 MI S FROM READING.
 KV2423'ABOUT 4.2 MILES SOUTH ALONG U.S. HIGHWAY 122 FROM ITS JUNCTION
 KV2423'WITH U.S. HIGHWAY 222 AND STATE HIGHWAY 73 IN THE SOUTH PART
 KV2423'OF THE CITY OF READING, THENCE 0.3 MILE EAST ALONG A DIM GRAVEL
 KV2423'ROAD, THENCE 0.15 MILE SOUTH ACROSS A FIELD TO A TRANSMISSION
 KV2423'TOWER LINE TO CREST OF A HILL, 19.2 FEET NORTHEAST OF THE
 KV2423'STATION, 8 FEET EAST OF A 3-PRONGED CHERRY TREE, 68 FEET WEST
 KV2423'OF THE CREST OF HILL, 261 FEET SOUTHWEST OF THE SOUTHEAST
 KV2423'STEEL LEG OF TRANSMISSION TOWER NO. 17, SET IN THE TOP OF A
 KV2423'CONCRETE POST FLUSH WITH THE GROUND.
 KV2423
 KV2423                          STATION RECOVERY (2001)
 KV2423
 KV2423'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV2423'A SECOND TRANSMISSION LINE HAS BEEN ADDED. REFERENCE TOWER 17 IS IN
 KV2423'WEST MOST SET OF LINES. NO CHERRY TREE.  MEADOWS ARE NOW CORN FIELDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1189 ***********************************************************************
 LZ1189  DESIGNATION -  FRY RM 1
 LZ1189  PID         -  LZ1189
 LZ1189  STATE/COUNTY-  PA/LYCOMING
 LZ1189  USGS QUAD   -  TROUT RUN (1973)
 LZ1189
 LZ1189                         *CURRENT SURVEY CONTROL
 LZ1189  ___________________________________________________________________
 LZ1189* NAD 83(1986)-  41 27 33.     (N)    077 07 19.     (W)     SCALED    
 LZ1189* NAVD 88     -       596.749  (meters)    1957.83   (feet)  ADJUSTED  
 LZ1189  ___________________________________________________________________
 LZ1189  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 LZ1189  DYNAMIC HT  -         596.474 (meters)    1956.93  (feet)  COMP
 LZ1189  MODELED GRAV-     980,142.3   (mgal)                       NAVD 88
 LZ1189
 LZ1189  VERT ORDER  -  SECOND    CLASS 0
 LZ1189
 LZ1189.The horizontal coordinates were scaled from a topographic map and have
 LZ1189.an estimated accuracy of +/- 6 seconds.
 LZ1189
 LZ1189.The orthometric height was determined by differential leveling
 LZ1189.and adjusted by the National Geodetic Survey in June 1991..
 LZ1189
 LZ1189.The geoid height was determined by GEOID03.
 LZ1189
 LZ1189.The dynamic height is computed by dividing the NAVD 88
 LZ1189.geopotential number by the normal gravity value computed on the
 LZ1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1189.degrees latitude (g = 980.6199 gals.).
 LZ1189
 LZ1189.The modeled gravity was interpolated from observed gravity values.
 LZ1189
 LZ1189;                    North         East    Units  Estimated Accuracy
 LZ1189;SPC PA N     -   143,730.      652,470.      MT  (+/- 180 meters Scaled)
 LZ1189
 LZ1189                          SUPERSEDED SURVEY CONTROL
 LZ1189
 LZ1189  NGVD 29 (??/??/92)  596.935  (m)         1958.44   (f) ADJ UNCH    2 0
 LZ1189
 LZ1189.Superseded values are not recommended for survey control.
 LZ1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1189.See file dsdata.txt to determine how the superseded data were derived.
 LZ1189
 LZ1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL227919(NAD 83)
 LZ1189_MARKER: DR = REFERENCE MARK DISK
 LZ1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1189_STAMPING: FRY NO 1 1969
 LZ1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1189+STABILITY: SURFACE MOTION
 LZ1189
 LZ1189  HISTORY     - Date     Condition        Report By
 LZ1189  HISTORY     - 1969     MONUMENTED       CGS
 LZ1189
 LZ1189                          STATION DESCRIPTION
 LZ1189
 LZ1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LZ1189'7 MI N FROM TROUT RUN.
 LZ1189'AT THE FRY STATION SITE-- 36.11 FEET NORTH OF THE STATION,
 LZ1189'10 FEET NORTH OF THE APPROXIMATE CENTER OF THE TRACK ROAD, 33.6
 LZ1189'FEET NORTH OF THE METAL WITNESS SIGN, SET IN THE TOP OF A
 LZ1189'CONCRETE POST PROJECTING 1-INCH AND IS ABOUT LEVEL WITH THE
 LZ1189'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2425 ***********************************************************************
 KV2425  DESIGNATION -  FRY RM 2
 KV2425  PID         -  KV2425
 KV2425  STATE/COUNTY-  PA/BERKS
 KV2425  USGS QUAD   -  READING (1983)
 KV2425
 KV2425                         *CURRENT SURVEY CONTROL
 KV2425  ___________________________________________________________________
 KV2425* NAD 83(1986)-  40 15 56.     (N)    075 54 54.     (W)     SCALED    
 KV2425* NAVD 88     -       135.456  (meters)     444.41   (feet)  ADJUSTED  
 KV2425  ___________________________________________________________________
 KV2425  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 KV2425  DYNAMIC HT  -         135.385 (meters)     444.18  (feet)  COMP
 KV2425  MODELED GRAV-     980,095.5   (mgal)                       NAVD 88
 KV2425
 KV2425  VERT ORDER  -  SECOND    CLASS 0
 KV2425
 KV2425.The horizontal coordinates were scaled from a topographic map and have
 KV2425.an estimated accuracy of +/- 6 seconds.
 KV2425
 KV2425.The orthometric height was determined by differential leveling
 KV2425.and adjusted by the National Geodetic Survey in June 1991..
 KV2425
 KV2425.The geoid height was determined by GEOID03.
 KV2425
 KV2425.The dynamic height is computed by dividing the NAVD 88
 KV2425.geopotential number by the normal gravity value computed on the
 KV2425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2425.degrees latitude (g = 980.6199 gals.).
 KV2425
 KV2425.The modeled gravity was interpolated from observed gravity values.
 KV2425
 KV2425;                    North         East    Units  Estimated Accuracy
 KV2425;SPC PA S     -   105,130.      756,070.      MT  (+/- 180 meters Scaled)
 KV2425
 KV2425                          SUPERSEDED SURVEY CONTROL
 KV2425
 KV2425  NGVD 29 (??/??/??)  135.695  (m)          445.19   (f) ADJUSTED    2 0
 KV2425
 KV2425.Superseded values are not recommended for survey control.
 KV2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2425.See file dsdata.txt to determine how the superseded data were derived.
 KV2425
 KV2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK221576(NAD 83)
 KV2425_MARKER: DR = REFERENCE MARK DISK
 KV2425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2425_STAMPING: FRY NO 2 1960
 KV2425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2425+STABILITY: SURFACE MOTION
 KV2425
 KV2425  HISTORY     - Date     Condition        Report By
 KV2425  HISTORY     - 1960     MONUMENTED       CGS
 KV2425  HISTORY     - 20011015 MARK NOT FOUND   USPSQD
 KV2425
 KV2425                          STATION DESCRIPTION
 KV2425
 KV2425'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2425'4.6 MI S FROM READING.
 KV2425'ABOUT 4.2 MILES SOUTH ALONG U.S. HIGHWAY 122 FROM ITS JUNCTION
 KV2425'WITH U.S. HIGHWAY 222 AND STATE HIGHWAY 73 IN THE SOUTH  PART
 KV2425'OF THE CITY OF READING, THENCE 0.3 MILE EAST ALONG A DIM GRAVEL
 KV2425'ROAD, THENCE 0.15 MILE SOUTH ACROSS A FIELD TO A TRANSMISSION
 KV2425'TOWER AND CREST OF A HILL, 19.4 FEET SOUTHWEST OF THE STATION,
 KV2425'32 FEET SOUTHWEST OF A 3-PRONGED WILD CHERRY TREE, 298 FEET
 KV2425'SOUTHWEST OF THE SOUTHEAST LEG OF STEEL TOWER NO. 17, SET IN THE
 KV2425'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KV2425
 KV2425                          STATION RECOVERY (2001)
 KV2425
 KV2425'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV2425'A SECOND TRANSMISSION LINE HAS BEEN ADDED. REFERENCE TOWER 17 IS IN
 KV2425'WEST MOST SET OF LINES. NO CHERRY TREE.  MEADOWS ARE NOW CORN FIELDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1190 ***********************************************************************
 LZ1190  DESIGNATION -  FRY RM 2
 LZ1190  PID         -  LZ1190
 LZ1190  STATE/COUNTY-  PA/LYCOMING
 LZ1190  USGS QUAD   -  TROUT RUN (1973)
 LZ1190
 LZ1190                         *CURRENT SURVEY CONTROL
 LZ1190  ___________________________________________________________________
 LZ1190* NAD 83(1986)-  41 27 33.     (N)    077 07 19.     (W)     SCALED    
 LZ1190* NAVD 88     -       597.276  (meters)    1959.56   (feet)  ADJUSTED  
 LZ1190  ___________________________________________________________________
 LZ1190  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 LZ1190  DYNAMIC HT  -         597.000 (meters)    1958.66  (feet)  COMP
 LZ1190  MODELED GRAV-     980,142.3   (mgal)                       NAVD 88
 LZ1190
 LZ1190  VERT ORDER  -  SECOND    CLASS 0
 LZ1190
 LZ1190.The horizontal coordinates were scaled from a topographic map and have
 LZ1190.an estimated accuracy of +/- 6 seconds.
 LZ1190
 LZ1190.The orthometric height was determined by differential leveling
 LZ1190.and adjusted by the National Geodetic Survey in June 1991..
 LZ1190
 LZ1190.The geoid height was determined by GEOID03.
 LZ1190
 LZ1190.The dynamic height is computed by dividing the NAVD 88
 LZ1190.geopotential number by the normal gravity value computed on the
 LZ1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1190.degrees latitude (g = 980.6199 gals.).
 LZ1190
 LZ1190.The modeled gravity was interpolated from observed gravity values.
 LZ1190
 LZ1190;                    North         East    Units  Estimated Accuracy
 LZ1190;SPC PA N     -   143,730.      652,470.      MT  (+/- 180 meters Scaled)
 LZ1190
 LZ1190                          SUPERSEDED SURVEY CONTROL
 LZ1190
 LZ1190  NGVD 29 (??/??/92)  597.462  (m)         1960.17   (f) ADJ UNCH    2 0
 LZ1190
 LZ1190.Superseded values are not recommended for survey control.
 LZ1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1190.See file dsdata.txt to determine how the superseded data were derived.
 LZ1190
 LZ1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL227919(NAD 83)
 LZ1190_MARKER: DR = REFERENCE MARK DISK
 LZ1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1190_STAMPING: FRY NO 2 1969
 LZ1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1190+STABILITY: SURFACE MOTION
 LZ1190
 LZ1190  HISTORY     - Date     Condition        Report By
 LZ1190  HISTORY     - 1969     MONUMENTED       CGS
 LZ1190
 LZ1190                          STATION DESCRIPTION
 LZ1190
 LZ1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LZ1190'7 MI N FROM TROUT RUN.
 LZ1190'AT THE FRY STATION SITE-- 39.14 FEET EAST OF THE STATION, 20
 LZ1190'FEET SOUTH OF THE APPROXIMATE CENTER OF THE ROAD, 37.1 FEET
 LZ1190'EAST OF THE METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE
 LZ1190'POST PROJECTING 1-INCH AND IS ABOUT LEVEL WITH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2023 ***********************************************************************
 KX2023  DESIGNATION -  FRYE
 KX2023  PID         -  KX2023
 KX2023  STATE/COUNTY-  PA/WESTMORELAND
 KX2023  USGS QUAD   -  SLICKVILLE (1993)
 KX2023
 KX2023                         *CURRENT SURVEY CONTROL
 KX2023  ___________________________________________________________________
 KX2023* NAD 83(1992)-  40 22 37.17966(N)    079 31 16.71541(W)     ADJUSTED  
 KX2023* NAVD 88     -       436.     (meters)    1430.     (feet)  SCALED    
 KX2023  ___________________________________________________________________
 KX2023  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 KX2023  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KX2023
 KX2023  HORZ ORDER  -  FIRST
 KX2023
 KX2023.The horizontal coordinates were established by classical geodetic methods
 KX2023.and adjusted by the National Geodetic Survey in June 2002..
 KX2023
 KX2023.The orthometric height was scaled from a topographic map.
 KX2023
 KX2023.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2023
 KX2023.The geoid height was determined by GEOID03.
 KX2023
 KX2023;                    North         East     Units Scale Factor Converg.
 KX2023;SPC PA S     -   117,391.182   449,592.184   MT  0.99996032   -1 08 57.2
 KX2023;SPC PA S     -   385,140.90  1,475,037.02   sFT  0.99996032   -1 08 57.2
 KX2023;UTM  17      - 4,470,650.718   625,525.947   MT  0.99979396   +0 57 28.9
 KX2023
 KX2023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2023!SPC PA S     -   0.99993682  x   0.99996032  =   0.99989715
 KX2023!UTM  17      -   0.99993682  x   0.99979396  =   0.99973080
 KX2023
 KX2023:                Primary Azimuth Mark                     Grid Az
 KX2023:SPC PA S     -  COLUMBUS PHILA AIRWAY BCN 18             004 23 24.2
 KX2023:UTM  17      -  COLUMBUS PHILA AIRWAY BCN 18             002 16 58.1
 KX2023
 KX2023|---------------------------------------------------------------------|
 KX2023| PID    Reference Object                     Distance      Geod. Az  |
 KX2023|                                                           dddmmss.s |
 KX2023| KX2022 COLUMBUS PHILA AIRWAY BCN 18        APPROX. 2.7 KM 0031427.0 |
 KX2023| CX4543 FRYE RM 1                            17.179 METERS 11058     |
 KX2023| KX2026 AIRWAY BEACON 17                    APPROX.11.2 KM 1763545.2 |
 KX2023| KX2025 GREENSBURG                          APPROX. 9.5 KM 1834419.2 |
 KX2023| CX4544 FRYE RM 2                            18.298 METERS 18947     |
 KX2023| CX4545 FRYE RM 3                            44.979 METERS 33610     |
 KX2023|---------------------------------------------------------------------|
 KX2023
 KX2023                          SUPERSEDED SURVEY CONTROL
 KX2023
 KX2023  NAD 83(1986)-  40 22 37.18346(N)    079 31 16.72275(W) AD(       ) 1
 KX2023  NAD 27      -  40 22 36.94100(N)    079 31 17.57800(W) AD(       ) 1
 KX2023
 KX2023.Superseded values are not recommended for survey control.
 KX2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2023.See file dsdata.txt to determine how the superseded data were derived.
 KX2023
 KX2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE2552670651(NAD 83)
 KX2023_MARKER: DS = TRIANGULATION STATION DISK
 KX2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2023
 KX2023  HISTORY     - Date     Condition        Report By
 KX2023  HISTORY     - 1933     MONUMENTED       CGS
 KX2023  HISTORY     - 1967     SEE DESCRIPTION  CGS
 KX2023  HISTORY     - 1976     GOOD             PADT
 KX2023  HISTORY     - 20011112 MARK NOT FOUND   EDKINS
 KX2023
 KX2023                          STATION DESCRIPTION
 KX2023
 KX2023'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KX2023'THIS STATION IS ON A HIGH BARE HILL ABOUT 2 MILES N OF HANNISVILLE,
 KX2023'ABOUT 6 MILES N OF GREENSBURG, AND ON THE W SIDE OF THE HIGHWAY
 KX2023'BETWEEN FIVE POINTS (ON U.S. ROUTE 22) AND GREENSBURG.  THE PROPERTY
 KX2023'IS OWNED BY MR. H.W. FRYE, WHO LIVES ON THE W SIDE OF THE HIGHWAY, AT
 KX2023'THE BOTTOM OF THE HILL ON THE N SIDE.  THE STATION IS SW OF A GROUP
 KX2023'OF THREE OAK TREES ON THE NE SIDE OF THE FIELD.  IT IS 110.5 FEET
 KX2023'SSW OF THE WESTERLY TREE, 97 FEET SW OF THE EASTERLY, AND 86 FEET SW
 KX2023'OF THE MIDDLE, AND PROJECTS 3 INCHES.
 KX2023'
 KX2023'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 KX2023'SET IN CONCRETE.
 KX2023'
 KX2023'REFERENCE MARK NO. 1 IS ESE OF THE STATION, ON THE TOP OF THE HILL,
 KX2023'109 FEET S OF THE EASTERLY OF THE OAKS, 106 FEET S OF THE MIDDLE
 KX2023'ONE, AND PROJECTS 2 INCHES.  REFERENCE MARK NO. 2 IS SSW OF THE
 KX2023'STATION, ON THE TOP OF THE HILL, AND PROJECTS 2 INCHES.
 KX2023'
 KX2023'TO REACH THE STATION FROM GREENSBURG, FOLLOW U.S. HIGHWAY 119 E AND N
 KX2023'FROM MAIN STREET TO THE RAILROAD UNDERPASS.  HERE TURN RIGHT ABOUT
 KX2023'50 YARDS THEN LEFT ON FIVE POINTS ROAD.  GO 5.4 MILES ON THIS ROAD TO
 KX2023'THE TOP OF A GRADE ON THE HIGHWAY, THEN TURN LEFT INTO THE
 KX2023'FIELD TO THE TOP OF THE HILL AND THE STATION.
 KX2023
 KX2023                          STATION RECOVERY (1967)
 KX2023
 KX2023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2023'THE UNDERGROUND STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED
 KX2023'IN GOOD CONDITION.  THE SURFACE STATION MARK AND REFERENCE MARK
 KX2023'NO. 1 WERE FOUND LAYING ON THEIR SIDE.  A NEW SURFACE STATION MARK
 KX2023'AND REFERENCE MARK NO. 3 WERE SET AT THIS TIME.  FOLLOWING IS A NEW
 KX2023'AND COMPLETE DESCRIPTION.
 KX2023'
 KX2023'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF GREENSBURG, 2 MILES
 KX2023'SOUTH OF FIVE POINTS AND 0.1 MILE WEST OF STATE HIGHWAY 819.
 KX2023'THE OWNER OF THE PROPERTY IS NOT KNOWN.
 KX2023'
 KX2023'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 22 AND STATE
 KX2023'HIGHWAY 819 IN FIVE POINTS, GO SOUTH ON STATE HIGHWAY 819 FOR
 KX2023'1.9 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO WEST ON THE
 KX2023'GRAVELED ROAD FOR 0.05 MILE TO A BLADED ROAD ON THE RIGHT, TURN
 KX2023'RIGHT AND GO NORTH ON THE BLADED ROAD FOR 0.1 MILE TO THE HIGHEST
 KX2023'POINT OF HILL AND THE STATION.
 KX2023'
 KX2023'THE STATION MARK IS 172 FEET SOUTHEAST OF THE WEST OF TWO OAK TREES,
 KX2023'148.4 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST, 122 FEET SOUTH OF
 KX2023'AN 8-INCH MAPLE TREE AND 100 FEET WEST OF THE APPROXIMATE CENTER OF
 KX2023'THE BLADED ROAD.  THE MARK IS A STANDARD DISK SET IN THE TOP OF AN
 KX2023'IRREGULAR MASS OF CONCRETE SET 3 INCHES UNDERGROUND AND STAMPED FRYE
 KX2023'1933 1967.
 KX2023'
 KX2023'REFERENCE MARK NO. 2 IS LOCATED ABOUT 2 FEET LOWER AND SOUTH OF THE
 KX2023'HIGHEST POINT OF HILL.  THE MARK IS A STANDARD DISK SET IN THE TOP
 KX2023'OF A SQUARE CONCRETE POST PROJECTING 2 INCHES AND STAMPED FRYE NO 2
 KX2023'1933.
 KX2023'
 KX2023'REFERENCE MARK NO. 3 IS 4 FEET SOUTH-SOUTHEAST OF THE EAST OF 2 OAK
 KX2023'TREE AND 3.8 FEET SOUTHWEST OF A METAL WITNESS POST. THE MARK IS A
 KX2023'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 4
 KX2023'INCHES AND STAMPED FRYE NO 3 1933 1967.
 KX2023'
 KX2023'NOTE- THE BRICK STACK USED FOR AN AZIMUTH MARK IN 1933 IS LEANING
 KX2023'CONSIDERABLY TO THE EAST AND IS NOW ABANDONED.
 KX2023
 KX2023                          STATION RECOVERY (1976)
 KX2023
 KX2023'RECOVERY NOTE BY PA DEPT OF TRANSP 1976 (DBH)
 KX2023'FRYE 1933 RECOVERED GOOD.
 KX2023'
 KX2023'RM NO. 3 1967 RECOVERED GOOD.
 KX2023'
 KX2023'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES N OF
 KX2023'HANINEWISVILLE.
 KX2023
 KX2023                          STATION RECOVERY (2001)
 KX2023
 KX2023'RECOVERY NOTE BY EDKINS SURVEYING 2001 (TEE)
 KX2023'THERE IS NO EVIDENCE OF ANY REFERENCE MARKS FOR THE FRYE MONUMENT.
 KX2023'THE MONUMENT COULD BE COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1641 ***********************************************************************
 KV1641  DESIGNATION -  FULLERTON
 KV1641  PID         -  KV1641
 KV1641  STATE/COUNTY-  PA/LEHIGH
 KV1641  USGS QUAD   -  CATASAUQUA (1992)
 KV1641
 KV1641                         *CURRENT SURVEY CONTROL
 KV1641  ___________________________________________________________________
 KV1641* NAD 83(1992)-  40 37 52.11729(N)    075 28 13.70108(W)     ADJUSTED  
 KV1641* NAVD 88     -       112.203  (meters)     368.12   (feet)  ADJUSTED  
 KV1641  ___________________________________________________________________
 KV1641  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 KV1641  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 KV1641  DYNAMIC HT  -         112.148 (meters)     367.94  (feet)  COMP
 KV1641  MODELED GRAV-     980,138.3   (mgal)                       NAVD 88
 KV1641
 KV1641  HORZ ORDER  -  SECOND
 KV1641  VERT ORDER  -  SECOND    CLASS 0
 KV1641
 KV1641.The horizontal coordinates were established by classical geodetic methods
 KV1641.and adjusted by the National Geodetic Survey in June 2002..
 KV1641
 KV1641.The orthometric height was determined by differential leveling
 KV1641.and adjusted by the National Geodetic Survey in June 1991..
 KV1641
 KV1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1641
 KV1641.The geoid height was determined by GEOID03.
 KV1641
 KV1641.The dynamic height is computed by dividing the NAVD 88
 KV1641.geopotential number by the normal gravity value computed on the
 KV1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1641.degrees latitude (g = 980.6199 gals.).
 KV1641
 KV1641.The modeled gravity was interpolated from observed gravity values.
 KV1641
 KV1641;                    North         East     Units Scale Factor Converg.
 KV1641;SPC PA S     -   146,592.243   792,825.388   MT  0.99996445   +1 28 44.2
 KV1641;SPC PA S     -   480,944.72  2,601,127.96   sFT  0.99996445   +1 28 44.2
 KV1641;UTM  18      - 4,497,918.200   460,212.714   MT  0.99961948   -0 18 22.9
 KV1641
 KV1641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1641!SPC PA S     -   0.99998780  x   0.99996445  =   0.99995225
 KV1641!UTM  18      -   0.99998780  x   0.99961948  =   0.99960728
 KV1641
 KV1641:                Primary Azimuth Mark                     Grid Az
 KV1641:SPC PA S     -  ALLENTOWN TV STA WLEV MAST               128 50 13.3
 KV1641:UTM  18      -  ALLENTOWN TV STA WLEV MAST               130 37 20.4
 KV1641
 KV1641|---------------------------------------------------------------------|
 KV1641| PID    Reference Object                     Distance      Geod. Az  |
 KV1641|                                                           dddmmss.s |
 KV1641| KV3614 ALLENTOWN TV STA WLEV MAST          APPROX. 5.6 KM 1301857.5 |
 KV1641| KV1642 FULLERTON RM 1                       20.896 METERS 13821     |
 KV1641| CB3376 FULLERTON RM 3                                     13823     |
 KV1641| KV3612 ALLENTOWN RADIO STA WFMZ MAST       APPROX. 7.7 KM 1563856.9 |
 KV1641| KV3613 BIG ROCK 2                          APPROX. 7.8 KM 1591035.6 |
 KV1641| KV3606 ALLENTOWN PA P AND L BLDG FLAG      APPROX. 3.3 KM 1875035.6 |
 KV1641| KV3850 ALLENTOWN MUHLENBERG COLL DOME      APPROX. 5.0 KM 2220126.2 |
 KV1641| KV1639 FULLERTON AZ MK                                    2285358.0 |
 KV1641| KV3621 ALLENTOWN RAD STA WKAP S MAST       APPROX. 1.3 KM 2565808.3 |
 KV1641| KV1640 FULLERTON RM 2                       22.633 METERS 25843     |
 KV1641| KV3622 ALLENTOWN RADIO WSAN CEN MAST       APPROX. 1.3 KM 2991140.7 |
 KV1641| KV3849 ALLENTOWN RADIO WAEB CEN MAST       APPROX. 4.8 KM 3112652.6 |
 KV1641|---------------------------------------------------------------------|
 KV1641
 KV1641                          SUPERSEDED SURVEY CONTROL
 KV1641
 KV1641  NAD 83(1996)-  40 37 52.11709(N)    075 28 13.70168(W) AD(       ) 2
 KV1641  NAD 83(1986)-  40 37 52.11518(N)    075 28 13.71000(W) AD(       ) 2
 KV1641  NAD 27      -  40 37 51.75940(N)    075 28 15.05360(W) AD(       ) 2
 KV1641  NGVD 29 (??/??/??)  112.417  (m)          368.82   (f) ADJUSTED    2 0
 KV1641
 KV1641.Superseded values are not recommended for survey control.
 KV1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1641.See file dsdata.txt to determine how the superseded data were derived.
 KV1641
 KV1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6021397918(NAD 83)
 KV1641_MARKER: DS = TRIANGULATION STATION DISK
 KV1641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1641_STAMPING: FULLERTON 1960
 KV1641_PROJECTION: FLUSH
 KV1641_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1641+STABILITY: SURFACE MOTION
 KV1641_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1641+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2002
 KV1641
 KV1641  HISTORY     - Date     Condition        Report By
 KV1641  HISTORY     - 1960     MONUMENTED       CGS
 KV1641  HISTORY     - 1960     GOOD             CGS
 KV1641  HISTORY     - 1973     GOOD             NGS
 KV1641  HISTORY     - 1973     GOOD             NGS
 KV1641  HISTORY     - 1975     GOOD             PADT
 KV1641  HISTORY     - 1977     GOOD             NGS
 KV1641  HISTORY     - 1987     GOOD             LOCSUR
 KV1641  HISTORY     - 19950331 GOOD             USPSQD
 KV1641  HISTORY     - 19950501 GOOD             STEWRT
 KV1641  HISTORY     - 19991231 GOOD             USPSQD
 KV1641  HISTORY     - 20021216 GOOD             GEOCAC
 KV1641
 KV1641                          STATION DESCRIPTION
 KV1641
 KV1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV1641'THE STATION IS LOCATED IN THE CENTER OF A LARGE TRAFFIC INTERCHANGE
 KV1641'ISLAND, 0.1 MILE SOUTH OF FULLERTON, 2 MILES NORTH OF
 KV1641'ALLENTOWN AND ON PROPERTY ON THE NORTH SIDE OF U.S. HIGHWAY 22.
 KV1641'
 KV1641'TO REACH THE STATION FROM THE POST OFFICE IN FULLERTON, GO SOUTH ON
 KV1641'MAIN STREET FOR 0.12 MILE TO THE STATION ON RIGHT, JUST
 KV1641'BEFORE REACHING ON OVERPASS OVER U.S. HIGHWAY 22.
 KV1641'
 KV1641'THE STATION MARK, A STANDARD DISK STAMPED FULLERTON 1960, CEMENTED IN
 KV1641'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KV1641'GROUND SURFACE.  IT IS 67.6 FEET NORTHWEST OF THE NORTHWEST END OF
 KV1641'THE OVERPASS, 46 FEET WEST OF THE EAST EDGE OF THE SIDE WALK AND
 KV1641'29.3 NORTH OF A 3-INCH LONE OAK TREE.
 KV1641'
 KV1641'REFERENCE MARK 1, A STANDARD DISK STAMPED FULLERTON NO 1 1960,
 KV1641'CEMENTED IN A DRILL HOLE IN TOP OF THE NORTHWEST END OF AN
 KV1641'OVERPASS BANISTER OVER U.S. HIGHWAY 22.  IT IS 46 FEET SOUTHEAST OF
 KV1641'THE 3-INCH OAK TREE, 5.7 FEET WEST OF THE EAST EDGE OF THE
 KV1641'SIDE WALK, 7-1/2 INCHES SOUTH OF THE NORTH END OF THE BAISTER AND
 KV1641'ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION.
 KV1641'
 KV1641'REFERENCE MARK 2, A STANDARD DISK STAMPED FULLERTON NO 2 1960,
 KV1641'CEMENTED IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 KV1641'WITH THE GROUND SURFACE.  IT IS 123 FEET WEST-NORTHWEST OF THE
 KV1641'NORTHWEST END OF THE OVERPASS, 121 FEET WEST OF THE EAST
 KV1641'EDGE OF THE SIDEWALK, 80.3 FEET WEST-NORTHWEST OF THE 3-INCH OAK TREE
 KV1641'AND THE SAME ELEVATION AS THE STATION MARK.
 KV1641'
 KV1641'AZIMUTH MARK, A STANDARD DISK STAMPED FULLERTON 1960, CEMENTED IN A
 KV1641'DRILL HOLE IN TOP OF THE SOUTHEAST BANISTER OF THE FIRST
 KV1641'OVERPASS OVER U.S. HIGHWAY 22, 0.12 MILE WEST OF THE STATION.  THE
 KV1641'DISK IS LOCATED DIRECTLY OVER A PENNSYLVANIA DEPARTMENT OF
 KV1641'HIGHWAY MARKER.  IT IS 24 FEET NORTH OF THE SOUTH END OF THE
 KV1641'BANISTER, 2.3 FEET SOUTH OF THE NORTH END OF THE BANISTER AND
 KV1641'2.2 FEET EAST OF THE CENTER OF THE OVERPASS.
 KV1641'
 KV1641'HEIGHT OF LIGHT ABOVE STATION MARK 26.18 METERS
 KV1641
 KV1641                          STATION RECOVERY (1960)
 KV1641
 KV1641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KV1641'0.1 MI S FROM FULLERTON.
 KV1641'0.1 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 KV1641'FULLERTON, AT THE FULLERTON INTERCHANGE, NEAR THE LARGE BRIDGE
 KV1641'OVER U.S. HIGHWAY 22, 67.6 FEET NORTHWEST OF THE NORTH END
 KV1641'OF THE LARGE U.S. HIGHWAY 22 OVERPASS, 46 FEET WEST OF THE WEST
 KV1641'EDGE OF A NORTH-SOUTH SIDEWALK, 27 FEET NORTH OF A LONE 3 INCH
 KV1641'OAK TREE AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 KV1641'GROUND.
 KV1641
 KV1641                          STATION RECOVERY (1973)
 KV1641
 KV1641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 KV1641'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 KV1641'THERE WAS A DAMAGE REPORT ON THIS STATION HOWEVER ALL MARKS
 KV1641'WERE FOUND IN GOOD CONDITION.  A LONGER DISTANCE OF 0.006 METER IN
 KV1641'DISTANCE TO REFERENCE MARK 2 WAS NOTED AND A DIFFERENCE OF 2
 KV1641'MINUTES AND 30 SECONDS IN DIRECTION WAS NOTED TO IT.  THE DISTANCE
 KV1641'AND DIRECTION TO REFERENCE MARK ONE WAS FOUND TO BE WITHIN CLOSE
 KV1641'AGREEMENT WITH THE 1960 OBSERVATIONS.
 KV1641'
 KV1641'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 KV1641'
 KV1641'THE STATION IS LOCATED IN THE SOUTH PART OF FULLERTON AND ABOUT 1
 KV1641'MILE NORTH OF THE MAIN PART OF ALLENTOWN.  IT IS ON HIGHWAY
 KV1641'RIGHT-OF-WAY.
 KV1641'
 KV1641'TO REACH THE STATION FROM THE CENTER OF FULLERTON, GO SOUTH ON THIRD
 KV1641'STREET FOR 1/2 MILE TO A OVERPASS AT U.S. HIGHWAY 22.  THIS IS AT
 KV1641'THE INTERSECTION OF FULLERTON AVENUE, THIRD STREET, WOOD STREET AND
 KV1641'U.S. HIGHWAY 22.  THE STATION IS LOCATED ON A SMALL KNOLL JUST
 KV1641'NORTHWEST OF THE INTERSECTION.
 KV1641'
 KV1641'THE STATION MARK IS A STANDARD DISK STAMPED FULLERTON 1960, SET IN
 KV1641'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 KV1641'WITH THE SURFACE.  IT IS 67.5 FEET NORTHWEST OF THE NORTHWEST EDGE OF
 KV1641'THE OVERPASS BRIDGE, 46 FEET WEST OF THE WEST EDGE OF A SIDE
 KV1641'WALK AND 27.5 FEET NORTH OF A 6-INCH TREE.  NO WITNESS POST WAS SET
 KV1641'AT THIS STATION AT THE REQUEST OF THE MAINTENANCE SECTION OF THE
 KV1641'CITY.
 KV1641'
 KV1641'REFERENCE MARK ONE IS A STANDARD DISK STAMPED FULLERTON NO 1 1960,
 KV1641'SET IN A DRILL HOLE IN THE CONCRETE BANISTER OF THE OVERPASS
 KV1641'BRIDGE.  THE DISK IS IN THE NORTHWEST EDGE OF THE BRIDGE AND IT IS
 KV1641'ABOUT 3 FEET HIGHER THAN THE ROAD.  IT IS 46 FEET SOUTHEAST OF THE
 KV1641'6-INCH TREE, .7 FEET SOUTH OF THE NORTH EDGE OF THE BRIDGE AND 5.5
 KV1641'FEET WEST OF THE EAST EDGE OF THE SIDE WALK.
 KV1641'
 KV1641'REFERENCE MARK TWO IS A STANDARD DISK STAMPED FULLERTON NO 2 1960,
 KV1641'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 KV1641'IS FLUSH WITH THE SURFACE AND IT IS ABOUT THE SAME ELEVATION AS THE
 KV1641'STATION MARK.  IT IS 123 FEET WEST-NORTHWEST OF THE NORTHWEST
 KV1641'EDGE OF THE OVERPASS BRIDGE, 121 FEET WEST OF THE WEST EDGE OF THE
 KV1641'SIDE WALK AND 80 FEET WEST-NORTHWEST OF THE 6-INCH TREE.
 KV1641'
 KV1641'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FULLERTON 1960, SET IN A
 KV1641'DRILL HOLE IN THE SOUTHEAST BANISTER OF THE FIRST OVERPASS
 KV1641'BRIDGE TO THE WEST OF THE STATION.  IT IS ABOUT 3 FEET HIGHER THAN
 KV1641'THE ROAD.  IT IS 22 FEET EAST OF THE CENTER OF THE ROAD, 2.2
 KV1641'FEET NORTH OF THE SOUTHWEST CORNER OF THE BRIDGE.
 KV1641'
 KV1641'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN SOUTH EDGE OF
 KV1641'FULLERTON
 KV1641
 KV1641                          STATION RECOVERY (1973)
 KV1641
 KV1641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KV1641'RECOVERED IN GOOD CONDITION.
 KV1641
 KV1641                          STATION RECOVERY (1975)
 KV1641
 KV1641'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 KV1641'FULLERTOWN 1960 GOOD
 KV1641'FULLERTON 1960
 KV1641'(AZIM) GOOD
 KV1641'FULLERTON 1 AND 2 GOOD
 KV1641'
 KV1641'FOUND AS DESCRIBED
 KV1641
 KV1641                          STATION RECOVERY (1977)
 KV1641
 KV1641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DRM)
 KV1641'STATION, REFERENCE MARKS AND AZIMUTH MARK RECOVERED AS DESCRIBED IN
 KV1641'QUAD 400751 STA 1039.
 KV1641
 KV1641                          STATION RECOVERY (1987)
 KV1641
 KV1641'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (CT)
 KV1641'RECOVERED IN GOOD CONDITION.
 KV1641
 KV1641                          STATION RECOVERY (1995)
 KV1641
 KV1641'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1641'RECOVERED IN GOOD CONDITION.
 KV1641
 KV1641                          STATION RECOVERY (1995)
 KV1641
 KV1641'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1995 (JMS)
 KV1641'NOT SUITABLE FOR GPS SURVEYS.
 KV1641
 KV1641                          STATION RECOVERY (1999)
 KV1641
 KV1641'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV1641'RECOVERED IN GOOD CONDITION.
 KV1641
 KV1641                          STATION RECOVERY (2002)
 KV1641
 KV1641'RECOVERY NOTE BY GEOCACHING 2002 (MDP)
 KV1641'THE OAK TREE ORIGINALLY DESCRIBED IN 1960 AS 'LONE THREE INCH OAK
 KV1641'TREE' IS NOW A 30 INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1639 ***********************************************************************
 KV1639  DESIGNATION -  FULLERTON AZ MK
 KV1639  PID         -  KV1639
 KV1639  STATE/COUNTY-  PA/LEHIGH
 KV1639  USGS QUAD   -  CATASAUQUA (1992)
 KV1639
 KV1639                         *CURRENT SURVEY CONTROL
 KV1639  ___________________________________________________________________
 KV1639* NAD 83(1986)-  40 37 48.     (N)    075 28 21.     (W)     SCALED    
 KV1639* NAVD 88     -       117.195  (meters)     384.50   (feet)  ADJUSTED  
 KV1639  ___________________________________________________________________
 KV1639  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 KV1639  DYNAMIC HT  -         117.138 (meters)     384.31  (feet)  COMP
 KV1639  MODELED GRAV-     980,138.2   (mgal)                       NAVD 88
 KV1639
 KV1639  VERT ORDER  -  SECOND    CLASS 0
 KV1639
 KV1639.The horizontal coordinates were scaled from a topographic map and have
 KV1639.an estimated accuracy of +/- 6 seconds.
 KV1639
 KV1639.The orthometric height was determined by differential leveling
 KV1639.and adjusted by the National Geodetic Survey in June 1991..
 KV1639
 KV1639.The geoid height was determined by GEOID03.
 KV1639
 KV1639.The dynamic height is computed by dividing the NAVD 88
 KV1639.geopotential number by the normal gravity value computed on the
 KV1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1639.degrees latitude (g = 980.6199 gals.).
 KV1639
 KV1639.The modeled gravity was interpolated from observed gravity values.
 KV1639
 KV1639;                    North         East    Units  Estimated Accuracy
 KV1639;SPC PA S     -   146,460.      792,660.      MT  (+/- 180 meters Scaled)
 KV1639
 KV1639                          SUPERSEDED SURVEY CONTROL
 KV1639
 KV1639  NGVD 29 (??/??/??)  117.409  (m)          385.20   (f) ADJUSTED    2 0
 KV1639
 KV1639.Superseded values are not recommended for survey control.
 KV1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1639.See file dsdata.txt to determine how the superseded data were derived.
 KV1639
 KV1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK600977(NAD 83)
 KV1639_MARKER: DZ = AZIMUTH MARK DISK
 KV1639_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1639_SP_SET: BANNISTER
 KV1639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1639_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1639+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2003
 KV1639
 KV1639  HISTORY     - Date     Condition        Report By
 KV1639  HISTORY     - 1960     MONUMENTED       CGS
 KV1639  HISTORY     - 1960     GOOD             CGS
 KV1639  HISTORY     - 1973     GOOD             NGS
 KV1639  HISTORY     - 19950331 GOOD             USPSQD
 KV1639  HISTORY     - 19991231 GOOD             USPSQD
 KV1639  HISTORY     - 20021216 MARK NOT FOUND   PADER
 KV1639  HISTORY     - 20030202 GOOD             GEOCAC
 KV1639
 KV1639                          STATION DESCRIPTION
 KV1639
 KV1639'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV1639'0.2 MI SW FROM FULLERTON.
 KV1639'0.1 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 KV1639'FULLERTON, THENCE 0.1 MILE WEST ALONG U.S. HIGHWAY 22, AT AN
 KV1639'OVERPASS OVER U.S. HIGHWAY 22, ON TOP AND NEAR THE SOUTH END OF
 KV1639'THE EAST CONCRETE BANNISTER OF THE OVERPASS, 24 FEET NORTH OF THE
 KV1639'SOUTH END OF THE BANNISTER, AND ABOUT 3 FEET ABOVE THE LEVEL OF
 KV1639'THE ROAD.
 KV1639
 KV1639                          STATION RECOVERY (1973)
 KV1639
 KV1639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KV1639'RECOVERED IN GOOD CONDITION.
 KV1639
 KV1639                          STATION RECOVERY (1995)
 KV1639
 KV1639'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1639'RECOVERED IN GOOD CONDITION.
 KV1639
 KV1639                          STATION RECOVERY (1999)
 KV1639
 KV1639'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV1639'RECOVERED IN GOOD CONDITION.
 KV1639
 KV1639                          STATION RECOVERY (2002)
 KV1639
 KV1639'RECOVERY NOTE BY PENNSYLVANIA DEPT ENVIORN RESO 2002 (MDP)
 KV1639'THE CONCRETE BANNISTER MENTIONED IN THE INITIAL DESCRIPTION HAS BEEN
 KV1639'REPLACED WITH A METAL BANNISTER.  I PRESUME THE MARKER WAS REMOVED
 KV1639'WITH THE ORIGINAL BANNISTER.
 KV1639
 KV1639                          STATION RECOVERY (2003)
 KV1639
 KV1639'RECOVERY NOTE BY GEOCACHING 2003 (MDP)
 KV1639'LOCATED ON TOP OF THE SOUTHEAST CONCRETE ENDPOST OF THE FIFTH STREET
 KV1639'BRIDGE OVER US ROUTE 22 IN WHITEHALL TOWNSHIP, LEHIGH COUNTY, PA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1642 ***********************************************************************
 KV1642  DESIGNATION -  FULLERTON RM 1
 KV1642  PID         -  KV1642
 KV1642  STATE/COUNTY-  PA/LEHIGH
 KV1642  USGS QUAD   -  CATASAUQUA (1992)
 KV1642
 KV1642                         *CURRENT SURVEY CONTROL
 KV1642  ___________________________________________________________________
 KV1642* NAD 83(1986)-  40 37 51.     (N)    075 28 14.     (W)     SCALED    
 KV1642* NAVD 88     -       111.374  (meters)     365.40   (feet)  ADJUSTED  
 KV1642  ___________________________________________________________________
 KV1642  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 KV1642  DYNAMIC HT  -         111.320 (meters)     365.22  (feet)  COMP
 KV1642  MODELED GRAV-     980,138.3   (mgal)                       NAVD 88
 KV1642
 KV1642  VERT ORDER  -  SECOND    CLASS 0
 KV1642
 KV1642.The horizontal coordinates were scaled from a topographic map and have
 KV1642.an estimated accuracy of +/- 6 seconds.
 KV1642
 KV1642.The orthometric height was determined by differential leveling
 KV1642.and adjusted by the National Geodetic Survey in June 1991..
 KV1642
 KV1642.The geoid height was determined by GEOID03.
 KV1642
 KV1642.The dynamic height is computed by dividing the NAVD 88
 KV1642.geopotential number by the normal gravity value computed on the
 KV1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1642.degrees latitude (g = 980.6199 gals.).
 KV1642
 KV1642.The modeled gravity was interpolated from observed gravity values.
 KV1642
 KV1642;                    North         East    Units  Estimated Accuracy
 KV1642;SPC PA S     -   146,560.      792,820.      MT  (+/- 180 meters Scaled)
 KV1642
 KV1642                          SUPERSEDED SURVEY CONTROL
 KV1642
 KV1642  NGVD 29 (??/??/??)  111.589  (m)          366.10   (f) ADJUSTED    2 0
 KV1642
 KV1642.Superseded values are not recommended for survey control.
 KV1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1642.See file dsdata.txt to determine how the superseded data were derived.
 KV1642
 KV1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK602978(NAD 83)
 KV1642_MARKER: DR = REFERENCE MARK DISK
 KV1642_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1642_SP_SET: RAILING
 KV1642_STAMPING: FULLERTON NO 1 1960
 KV1642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1642_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1642+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2002
 KV1642
 KV1642  HISTORY     - Date     Condition        Report By
 KV1642  HISTORY     - 1960     MONUMENTED       CGS
 KV1642  HISTORY     - 1973     GOOD             NGS
 KV1642  HISTORY     - 19950331 GOOD             USPSQD
 KV1642  HISTORY     - 19991231 GOOD             USPSQD
 KV1642  HISTORY     - 20021216 GOOD             GEOCAC
 KV1642
 KV1642                          STATION DESCRIPTION
 KV1642
 KV1642'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV1642'0.1 MI S FROM FULLERTON.
 KV1642'0.1 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 KV1642'FULLERTON, AT THE FULLERTON INTERCHANGE, 68.6 FEET SOUTHEAST
 KV1642'OF THE STATION, SET ON TOP OF THE NORTH END OF THE WEST CONCRETE
 KV1642'RAILING OF THE LARGE BRIDGE OVER U.S. HIGHWAY 22, 5.7 FEET WEST
 KV1642'OF THE EAST EDGE OF THE CURB, 0.7 FOOT SOUTH OF THE NORTH END OF
 KV1642'THE RAILING AND 3 FEET ABOVE THE BRIDGE FLOOR.
 KV1642
 KV1642                          STATION RECOVERY (1973)
 KV1642
 KV1642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KV1642'RECOVERED IN GOOD CONDITION.
 KV1642
 KV1642                          STATION RECOVERY (1995)
 KV1642
 KV1642'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1642'RECOVERED IN GOOD CONDITION.
 KV1642
 KV1642                          STATION RECOVERY (1999)
 KV1642
 KV1642'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV1642'RECOVERED IN GOOD CONDITION.
 KV1642
 KV1642                          STATION RECOVERY (2002)
 KV1642
 KV1642'RECOVERY NOTE BY GEOCACHING 2002 (MDP)
 KV1642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1640 ***********************************************************************
 KV1640  DESIGNATION -  FULLERTON RM 2
 KV1640  PID         -  KV1640
 KV1640  STATE/COUNTY-  PA/LEHIGH
 KV1640  USGS QUAD   -  CATASAUQUA (1992)
 KV1640
 KV1640                         *CURRENT SURVEY CONTROL
 KV1640  ___________________________________________________________________
 KV1640* NAD 83(1986)-  40 37 51.     (N)    075 28 14.     (W)     SCALED    
 KV1640* NAVD 88     -       112.862  (meters)     370.28   (feet)  ADJUSTED  
 KV1640  ___________________________________________________________________
 KV1640  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 KV1640  DYNAMIC HT  -         112.807 (meters)     370.10  (feet)  COMP
 KV1640  MODELED GRAV-     980,138.3   (mgal)                       NAVD 88
 KV1640
 KV1640  VERT ORDER  -  SECOND    CLASS 0
 KV1640
 KV1640.The horizontal coordinates were scaled from a topographic map and have
 KV1640.an estimated accuracy of +/- 6 seconds.
 KV1640
 KV1640.The orthometric height was determined by differential leveling
 KV1640.and adjusted by the National Geodetic Survey in June 1991..
 KV1640
 KV1640.The geoid height was determined by GEOID03.
 KV1640
 KV1640.The dynamic height is computed by dividing the NAVD 88
 KV1640.geopotential number by the normal gravity value computed on the
 KV1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1640.degrees latitude (g = 980.6199 gals.).
 KV1640
 KV1640.The modeled gravity was interpolated from observed gravity values.
 KV1640
 KV1640;                    North         East    Units  Estimated Accuracy
 KV1640;SPC PA S     -   146,560.      792,820.      MT  (+/- 180 meters Scaled)
 KV1640
 KV1640                          SUPERSEDED SURVEY CONTROL
 KV1640
 KV1640  NGVD 29 (??/??/??)  113.076  (m)          370.98   (f) ADJUSTED    2 0
 KV1640
 KV1640.Superseded values are not recommended for survey control.
 KV1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1640.See file dsdata.txt to determine how the superseded data were derived.
 KV1640
 KV1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK602978(NAD 83)
 KV1640_MARKER: DR = REFERENCE MARK DISK
 KV1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1640_STAMPING: FULLERTON NO 2 1960
 KV1640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1640+STABILITY: SURFACE MOTION
 KV1640_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1640+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2003
 KV1640
 KV1640  HISTORY     - Date     Condition        Report By
 KV1640  HISTORY     - 1960     MONUMENTED       CGS
 KV1640  HISTORY     - 1973     GOOD             NGS
 KV1640  HISTORY     - 19991231 GOOD             USPSQD
 KV1640  HISTORY     - 20030319 GOOD             GEOCAC
 KV1640
 KV1640                          STATION DESCRIPTION
 KV1640
 KV1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV1640'0.1 MI S FROM FULLERTON.
 KV1640'0.1 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 KV1640'FULLERTON, AT THE FULLERTON INTERCHANGE, 74.2 FEET WEST OF THE
 KV1640'STATION, 123 FEET WEST-NORTHWEST OF THE NORTHWEST END OF THE
 KV1640'OVERPASS OVER U.S. HIGHWAY 22, 80 FEET NORTHWEST OF A 3 INCH OAK
 KV1640'TREE, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KV1640
 KV1640                          STATION RECOVERY (1973)
 KV1640
 KV1640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KV1640'RECOVERED IN GOOD CONDITION.
 KV1640
 KV1640                          STATION RECOVERY (1999)
 KV1640
 KV1640'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV1640'RECOVERED IN GOOD CONDITION.
 KV1640
 KV1640                          STATION RECOVERY (2003)
 KV1640
 KV1640'RECOVERY NOTE BY GEOCACHING 2003 (MDP)
 KV1640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV7057 ***********************************************************************
 JV7057  FBN         -  This is a Federal Base Network Control Station.
 JV7057  DESIGNATION -  FULOP
 JV7057  PID         -  JV7057
 JV7057  STATE/COUNTY-  PA/FULTON
 JV7057  USGS QUAD   -  MC CONNELLSBURG (1990)
 JV7057
 JV7057                         *CURRENT SURVEY CONTROL
 JV7057  ___________________________________________________________________
 JV7057* NAD 83(1992)-  39 56 37.15740(N)    077 59 56.18004(W)     ADJUSTED  
 JV7057* NAVD 88     -       285.9    (meters)     938.     (feet)  GPS OBS   
 JV7057  ___________________________________________________________________
 JV7057  X           -   1,018,215.600 (meters)                     COMP
 JV7057  Y           -  -4,789,891.578 (meters)                     COMP
 JV7057  Z           -   4,073,352.841 (meters)                     COMP
 JV7057  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 JV7057  ELLIP HEIGHT-         252.01  (meters)          (03/28/01) GPS OBS
 JV7057  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JV7057
 JV7057  HORZ ORDER  -  B
 JV7057  ELLP ORDER  -  THIRD     CLASS II
 JV7057
 JV7057.The horizontal coordinates were established by GPS observations
 JV7057.and adjusted by the National Geodetic Survey in April 1993..
 JV7057
 JV7057.The orthometric height was determined by GPS observations and a
 JV7057.high-resolution geoid model.
 JV7057
 JV7057.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JV7057
 JV7057.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV7057
 JV7057.The ellipsoidal height was determined by GPS observations
 JV7057.and is referenced to NAD 83.
 JV7057
 JV7057.The geoid height was determined by GEOID03.
 JV7057
 JV7057;                    North         East     Units Scale Factor Converg.
 JV7057;SPC PA S     -    67,796.901   578,724.747   MT  0.99999840   -0 09 41.4
 JV7057;SPC PA S     -   222,430.33  1,898,699.44   sFT  0.99999840   -0 09 41.4
 JV7057;UTM  18      - 4,425,810.763   243,780.425   MT  1.00040826   -1 55 35.3
 JV7057;UTM  17      - 4,425,816.864   756,400.918   MT  1.00040941   +1 55 40.2
 JV7057
 JV7057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV7057!SPC PA S     -   0.99996047  x   0.99999840  =   0.99995887
 JV7057!UTM  18      -   0.99996047  x   1.00040826  =   1.00036871
 JV7057!UTM  17      -   0.99996047  x   1.00040941  =   1.00036986
 JV7057
 JV7057                          SUPERSEDED SURVEY CONTROL
 JV7057
 JV7057  NAD 83(1992)-  39 56 37.16070(N)    077 59 56.18585(W) AD(       ) B
 JV7057  ELLIP H (04/16/93)  251.95   (m)                       GP(       ) 4 1
 JV7057
 JV7057.Superseded values are not recommended for survey control.
 JV7057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV7057.See file dsdata.txt to determine how the superseded data were derived.
 JV7057
 JV7057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK4378025811(NAD 83)
 JV7057_MARKER: I = METAL ROD
 JV7057_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JV7057_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JV7057_STAMPING: FULOP 1992
 JV7057_MARK LOGO: NGS   
 JV7057_PROJECTION: FLUSH
 JV7057_MAGNETIC: I = MARKER IS A STEEL ROD
 JV7057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV7057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV7057+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 JV7057_ROD/PIPE-DEPTH: 7.6  meters
 JV7057_SLEEVE-DEPTH  : 1. meters
 JV7057
 JV7057  HISTORY     - Date     Condition        Report By
 JV7057  HISTORY     - 1992     MONUMENTED       NGS
 JV7057  HISTORY     - 19931014 GOOD             NGS
 JV7057  HISTORY     - 19971023 GOOD             PATUCO
 JV7057  HISTORY     - 19991001 GOOD             RETTEW
 JV7057  HISTORY     - 20000201 GOOD             NEILAN
 JV7057  HISTORY     - 20000317 GOOD             NGS
 JV7057  HISTORY     - 20001003 GOOD             NGS
 JV7057  HISTORY     - 20051005 GOOD             PATUCO
 JV7057
 JV7057                          STATION DESCRIPTION
 JV7057
 JV7057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 JV7057'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTHWEST FROM
 JV7057'MCCONNELLSBURG, 0.48 KM (0.30 MI) WEST OF STATE HIGHWAY 522 AND ON A
 JV7057'SMALL HILL SOUTH OF U.S. HIGHWAY 30.  OWNERSHIP--STATE HIGHWAY
 JV7057'RIGHT-OF-WAY
 JV7057'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 522 AND U.S.
 JV7057'HIGHWAY 30 JUST NORTH OF MCCONNELLSBURG, GO WEST ON U.S. HIGHWAY 30
 JV7057'FOR 0.48 KM (0.30 MI) TO THE STATION ON THE LEFT ON A SMALL HILL.
 JV7057'LOCATED 23.0 M (75.5 FT) NORTHWEST FROM THE HIGHEST PART OF THE HILL,
 JV7057'21.1 M (69.2 FT) NORTHEAST FROM THE FENCE, 17.8 M (58.4 FT) (SLOPE)
 JV7057'SOUTH OF THE SOUTHEAST HEADWALL CORNER OF CATCH BASIN ALOMG SOUTH
 JV7057'SIDE OF HIGHWAY 30 AND 1.0 M (3.3 FT) NORTHWEST FROM A WITNESS POST
 JV7057'AND ABOUT 25 FT (7.6 M) ABOVE THE HIGHWAY.
 JV7057'NOTE, PARKING CLOSE TO STATION CAN BE OBTAINED BY FOLLOWING DIM TRACK
 JV7057'ROAD THROUGH TREES JUST WEST OF STATION.
 JV7057
 JV7057                          STATION RECOVERY (1993)
 JV7057
 JV7057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JV7057'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTHWEST FROM
 JV7057'MCCONNELLSBURG, 0.48 KM (0.30 MI) WEST OF STATE HIGHWAY 522 AND ON A
 JV7057'SMALL HILL SOUTH OF U.S. HIGHWAY 30.  OWNERSHIP--STATE HIGHWAY
 JV7057'RIGHT-OF-WAY
 JV7057'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 522 AND U.S.
 JV7057'HIGHWAY 30 JUST NORTH OF MCCONNELLSBURG, GO WEST ON U.S. HIGHWAY 30
 JV7057'FOR 0.48 KM (0.30 MI) TO THE STATION ON THE LEFT ON A SMALL HILL.
 JV7057'LOCATED 23.0 M (75.5 FT) NORTHWEST FROM THE HIGHEST PART OF THE HILL,
 JV7057'21.1 M (69.2 FT) NORTHEAST FROM THE FENCE, 17.8 M (58.4 FT) (SLOPE)
 JV7057'SOUTH OF THE SOUTHEAST HEADWALL CORNER OF CATCH BASIN ALOMG SOUTH
 JV7057'SIDE OF HIGHWAY 30 AND 1.0 M (3.3 FT) NORTHWEST FROM A WITNESS POST
 JV7057'AND ABOUT 25 FT (7.6 M) ABOVE THE HIGHWAY.
 JV7057'NOTE, PARKING CLOSE TO STATION CAN BE OBTAINED BY FOLLOWING DIM TRACK
 JV7057'ROAD THROUGH TREES JUST WEST OF STATION.
 JV7057
 JV7057                          STATION RECOVERY (1997)
 JV7057
 JV7057'RECOVERY NOTE BY PENNSYLVANIA TURNPIKE COMMISSION 1997 (TDA)
 JV7057'RECOVERED AS DESCRIBED.
 JV7057
 JV7057                          STATION RECOVERY (1999)
 JV7057
 JV7057'RECOVERY NOTE BY RETTEW ASSOCIATES 1999 (LL)
 JV7057'RECOVERED AS DESCRIBED.
 JV7057
 JV7057                          STATION RECOVERY (2000)
 JV7057
 JV7057'RECOVERY NOTE BY THE NEILAN ENGINEERS INCORPORATED 2000 (TEK)
 JV7057'RECOVERED AS DESCRIBED.
 JV7057
 JV7057                          STATION RECOVERY (2000)
 JV7057
 JV7057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 JV7057'RECOVERED AS DESCRIBED.
 JV7057
 JV7057                          STATION RECOVERY (2000)
 JV7057
 JV7057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 JV7057'RECOVERED AS DESCRIBED.
 JV7057
 JV7057                          STATION RECOVERY (2005)
 JV7057
 JV7057'RECOVERY NOTE BY PENNSYLVANIA TURNPIKE COMMISSION 2005 (XXX)
 JV7057'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1980 ***********************************************************************
 LZ1980  DESIGNATION -  FUN
 LZ1980  PID         -  LZ1980
 LZ1980  STATE/COUNTY-  PA/UNION
 LZ1980  USGS QUAD   -  ALLENWOOD (1973)
 LZ1980
 LZ1980                         *CURRENT SURVEY CONTROL
 LZ1980  ___________________________________________________________________
 LZ1980* NAD 83(1992)-  41 05 04.23490(N)    076 57 57.86585(W)     ADJUSTED  
 LZ1980* NAVD 88     -       485.3    (meters)    1592.     (feet)  VERTCON   
 LZ1980  ___________________________________________________________________
 LZ1980  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 LZ1980  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 LZ1980
 LZ1980  HORZ ORDER  -  SECOND
 LZ1980
 LZ1980.The horizontal coordinates were established by classical geodetic methods
 LZ1980.and adjusted by the National Geodetic Survey in June 2002..
 LZ1980
 LZ1980.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1980
 LZ1980.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1980
 LZ1980.The geoid height was determined by GEOID03.
 LZ1980
 LZ1980;                    North         East     Units Scale Factor Converg.
 LZ1980;SPC PA N     -   102,227.853   665,868.820   MT  0.99997363   +0 31 07.0
 LZ1980;SPC PA N     -   335,392.55  2,184,604.62   sFT  0.99997363   +0 31 07.0
 LZ1980;UTM  18      - 4,550,000.928   334,857.075   MT  0.99993566   -1 17 32.4
 LZ1980
 LZ1980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1980!SPC PA N     -   0.99992911  x   0.99997363  =   0.99990275
 LZ1980!UTM  18      -   0.99992911  x   0.99993566  =   0.99986478
 LZ1980
 LZ1980|---------------------------------------------------------------------|
 LZ1980| PID    Reference Object                     Distance      Geod. Az  |
 LZ1980|                                                           dddmmss.s |
 LZ1980| CB3378 FUN RM 2                              5.554 METERS 07128     |
 LZ1980| LZ1979 DERSHEM                             APPROX. 4.7 KM 1185005.0 |
 LZ1980| CB3377 FUN RM 1                             10.945 METERS 35336     |
 LZ1980|---------------------------------------------------------------------|
 LZ1980
 LZ1980                          SUPERSEDED SURVEY CONTROL
 LZ1980
 LZ1980  NAD 83(1986)-  41 05 04.23392(N)    076 57 57.85992(W) AD(       ) 2
 LZ1980  NAD 27      -  41 05 03.93620(N)    076 57 58.98790(W) AD(       ) 2
 LZ1980  NGVD 29 (07/19/86)  485.5    (m)         1593.     (f) VERT ANG       
 LZ1980
 LZ1980.Superseded values are not recommended for survey control.
 LZ1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1980.See file dsdata.txt to determine how the superseded data were derived.
 LZ1980
 LZ1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL3485750001(NAD 83)
 LZ1980_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1980_SETTING: 80 = SET IN A BOULDER
 LZ1980_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LZ1980
 LZ1980  HISTORY     - Date     Condition        Report By
 LZ1980  HISTORY     - 1959     MONUMENTED       CGS
 LZ1980
 LZ1980                          STATION DESCRIPTION
 LZ1980
 LZ1980'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LZ1980'THE STATION IS LOCATED ON THE SOUTH, STEEP SLOPE OF WHITE DEER RIDGE,
 LZ1980'ABOUT 7-1/2 MILES NORTHWEST OF MILTON, ABOUT 5 MILES WEST OF
 LZ1980'WHITE DEER, ABOUT 4 MILES SOUTHWEST OF ALLENWOOD, ABOUT 0.1 MILE
 LZ1980'BELOW THE SUMMIT OF THE RIDGE, 150 FEET SOUTHEAST OF A STEEL TOWER
 LZ1980'SUPPORTING THE WEST HIGH TENSION POWERLINES, 18.5 FEET
 LZ1980'SOUTH-SOUTHWEST OF THE WEST ONE OF TWIN-POWERLINE POLE NUMBER
 LZ1980'2-20-3 WITH A TRIANGULAR BLAZE AND THE STATION IS DIRECTLY UNDER THE
 LZ1980'EAST HIGH TENSION POWERLINES.
 LZ1980'
 LZ1980'TO REACH THE STATION FROM THE POST OFFICE AND THE JUNCTION OF U.S.
 LZ1980'HIGHWAY 15 AND WHITE DEER PIKE, COUNTY ROUTE 624 IN WHITE DEER,
 LZ1980'GO WEST ON WHITE DEER PIKE, COUNTY ROUTE 624 FOR 4.96 MILES TO WHERE
 LZ1980'THE POWERLINES CROSS THE ROAD AND A TRACK ROAD WHICH IS THE
 LZ1980'POWERLINE ROAD ON THE RIGHT.  TURN RIGHT ON THE TRACK ROAD AND GO
 LZ1980'NORTH FOR 0.5 MILE TO THE END OF TRUCK TRAVEL.  FROM THE END OF
 LZ1980'TRUCK TRAVEL PACK NORTH UP THE STEEP ROCKY SLOPE TO THE TWIN
 LZ1980'POWERLINE POLES AND THE STATION.  THIS IS ABOUT A 30 MINUTE PACK.
 LZ1980'NOTE- A 4-WHEEL DRIVE VEHICLE IS REQUIRED TO DRIVE THE LAST 0.5 MILE.
 LZ1980'
 LZ1980'THE STATION MARK, A STANDARD DISK STAMPED FUN 1959, IS SET IN A DRILL
 LZ1980'HOLE WITH CONCRETE IN THE TOP OF A BOULDER WHICH PROJECTS ABOUT 2
 LZ1980'INCHES ABOVE THE SURFACE OF THE GROUND.
 LZ1980'
 LZ1980'REFERENCE MARK 1, A STANDARD DISK STAMPED FUN NO 1 1959, IS SET IN A
 LZ1980'DRILL HOLE WITH CONCRETE IN THE TOP OF A 12-INCH BY 14-INCH
 LZ1980'BOULDER WHICH PROJECTS ABOUT 8 INCHES ABOVE THE SURFACE OF THE GROUND
 LZ1980'AND IS ABOUT 4 FEET HIGHER THAN THE STATION.  IT IS 18 FEET
 LZ1980'NORTH-NORTHWEST OF THE EAST ONE OF TWIN-POWERLINE POLE NUMBER 2-20-3
 LZ1980'AND 17 FEET NORTH- NORTHEAST OF THE WEST ONE OF
 LZ1980'TWIN-POWERLINE POLE NUMBER 2-20-3.
 LZ1980'
 LZ1980'REFERENCE MARK 2, A STANDARD DISK STAMPED FUN NO 2 1959, IS SET IN A
 LZ1980'DRILL HOLE WITH CONCRETE IN THE TOP OF A 12-INCH BY 14-INCH
 LZ1980'BOULDER WHICH PROJECTS 14 INCHES ABOVE THE SURFACE OF THE GROUND AND
 LZ1980'IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 18.6 FEET
 LZ1980'SOUTHEAST OF THE EAST ONE OF TWIN-POWERLINE POLE NUMBER 2-20-3.
 LZ1980'
 LZ1980'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2269 ***********************************************************************
 KX2269  DESIGNATION -  FYE
 KX2269  PID         -  KX2269
 KX2269  STATE/COUNTY-  PA/CAMBRIA
 KX2269  USGS QUAD   -  BEAVERDALE (1984)
 KX2269
 KX2269                         *CURRENT SURVEY CONTROL
 KX2269  ___________________________________________________________________
 KX2269* NAD 83(1992)-  40 17 58.65344(N)    078 42 47.41561(W)     ADJUSTED  
 KX2269* NAVD 88     -       783.     (meters)    2569.     (feet)  SCALED    
 KX2269  ___________________________________________________________________
 KX2269  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 KX2269  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 KX2269
 KX2269  HORZ ORDER  -  FIRST
 KX2269
 KX2269.The horizontal coordinates were established by classical geodetic methods
 KX2269.and adjusted by the National Geodetic Survey in June 2002..
 KX2269
 KX2269.The orthometric height was scaled from a topographic map.
 KX2269
 KX2269.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2269
 KX2269.The geoid height was determined by GEOID03.
 KX2269
 KX2269;                    North         East     Units Scale Factor Converg.
 KX2269;SPC PA S     -   107,738.519   518,116.387   MT  0.99996296   -0 37 29.6
 KX2269;SPC PA S     -   353,472.12  1,699,853.51   sFT  0.99996296   -0 37 29.6
 KX2269;UTM  17      - 4,463,522.997   694,355.710   MT  1.00006501   +1 28 46.4
 KX2269
 KX2269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2269!SPC PA S     -   0.99988225  x   0.99996296  =   0.99984521
 KX2269!UTM  17      -   0.99988225  x   1.00006501  =   0.99994725
 KX2269
 KX2269|---------------------------------------------------------------------|
 KX2269| PID    Reference Object                     Distance      Geod. Az  |
 KX2269|                                                           dddmmss.s |
 KX2269| CJ9832 FYE RM 1                             16.170 METERS 10406     |
 KX2269| KX2270 HOSTEIN LOOKOUT TOWER               APPROX. 4.3 KM 2135218.1 |
 KX2269| CJ9833 FYE RM 2                             12.689 METERS 21934     |
 KX2269| CJ9831 FYE AZ MK                                          2463129.0 |
 KX2269|---------------------------------------------------------------------|
 KX2269
 KX2269                          SUPERSEDED SURVEY CONTROL
 KX2269
 KX2269  NAD 83(1986)-  40 17 58.66086(N)    078 42 47.42711(W) AD(       ) 1
 KX2269  NAD 27      -  40 17 58.38800(N)    078 42 48.35900(W) AD(       ) 1
 KX2269
 KX2269.Superseded values are not recommended for survey control.
 KX2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2269.See file dsdata.txt to determine how the superseded data were derived.
 KX2269
 KX2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE9435663523(NAD 83)
 KX2269_MARKER: DD = SURVEY DISK
 KX2269_SETTING: 0 = UNSPECIFIED SETTING
 KX2269
 KX2269  HISTORY     - Date     Condition        Report By
 KX2269  HISTORY     - 1941     MONUMENTED       USGS
 KX2269  HISTORY     - 1964     GOOD             CGS
 KX2269  HISTORY     - 1980     SEE DESCRIPTION  LOCSUR
 KX2269
 KX2269                          STATION DESCRIPTION
 KX2269
 KX2269'DESCRIBED BY US GEOLOGICAL SURVEY 1941 (GWL)
 KX2269'STATION IS ABOUT 0.5 MILE NE OF DUNLO, ON THE W EDGE OF A BARE RIDGE
 KX2269'OF THE ALLEGHENY RANGE, AND ON LAND OWNED BY THE KRITON COAL AND
 KX2269'COKE COMPANY OF JOHNSTOWN.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY
 KX2269'DISK SET IN A 5- BY 5-INCH SANDSTONE POST AND PROJECTS 1 FOOT.  THERE
 KX2269'IS NO STAMPING ON THE DISK.
 KX2269'
 KX2269'TO REACH THE STATION FROM DUNLO, GO NORTHEASTERLY ON STATE HIGHWAY
 KX2269'160 FOR 0.8 MILE TO A SIDE ROAD, LEFT, BETWEEN TWO CEMETERIES,
 KX2269'TURN LEFT AND GO 0.1 MILE TO A FORKS, TAKE LEFT FORK AND GO 0.05 MILE
 KX2269'TO A POLE GATE, GO THROUGH THE GATE TURN SHARP LEFT AND FOLLOW A
 KX2269'DIM WOODS ROAD IN A WESTERLY DIRECTION FOR 0.2 MILE TO ANOTHER GATE,
 KX2269'CONTINUE THROUGH THE GATE AND FOLLOW A DIM ROAD IN A NORTHERLY
 KX2269'DIRECTION FOR 0.2 MILE TO THE TOP OF THE HILL AND STATION.
 KX2269'
 KX2269'UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 KX2269'SET IN CONCRETE.
 KX2269'
 KX2269'REFERENCE MARK NO. 1 IS SLIGHTLY HIGHER IN ELEVATION THAN THE
 KX2269'STATION, IS STAMPED FYE USGS, NO. 1 1941, AND PROJECTS 4 INCHES.
 KX2269'
 KX2269'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE STATION, IS
 KX2269'STAMPED FYE USGS, NO. 2 1941, AND PROJECTS 4 INCHES.
 KX2269'
 KX2269'THE AZIMUTH MARK IS ON PROPERTY OWNED AND OCCUPIED BY MRS. ANNA
 KX2269'VALKO, 120 FEET N OF THE BARN, AND 10 FEET E OF A FARM ROAD THAT
 KX2269'RUNS N AND S BETWEEN THE HOUSE AND BARN.  IT IS STAMPED FYE USGS 1941
 KX2269'AND PROJECTS 4 INCHES.
 KX2269'
 KX2269'TO REACH FROM THE STATION, GO BACK TO THE CEMETERY AND STATE HIGHWAY
 KX2269'160, TURN RIGHT AND GO 0.9 MILE TO A T- INTERSECTION,
 KX2269'TURN RIGHT AND CONTINUE ON HIGHWAY 160 FOR 0.7 MILE TO THE TOP OF THE
 KX2269'HILL AND A SIDE ROAD, RIGHT, TURN RIGHT AND GO 0.1 MILE TO THE
 KX2269'AZIMUTH MARK ON THE RIGHT.
 KX2269'
 KX2269'A 4-FOOT STAND WILL SEE AN 87-FOOT LIGHT AT STATION WINDBER.
 KX2269'
 KX2269'A 4-FOOT STAND WILL SEE A 74-FOOT LIGHT AT STATION WESS (U.S.G.S.).
 KX2269'
 KX2269'A 4-FOOR STAND WILL SEE A 47-FOOT LIGHT AT STATION
 KX2269'SHERBINE (U.S.G.S.).
 KX2269'
 KX2269'A 10-FOOT STAND WILL SEE A 74-FOOT LIGHT AT STATION SPRING.
 KX2269'
 KX2269'A 37-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATION BLUE KNOB.
 KX2269'
 KX2269'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 KX2269
 KX2269                          STATION RECOVERY (1964)
 KX2269
 KX2269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EP)
 KX2269'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 KX2269'PREVIOUS DESCRIPTION IS ADEQUATE AND COMPLETE FOR RECOVERY.
 KX2269
 KX2269                          STATION RECOVERY (1980)
 KX2269
 KX2269'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (FJB)
 KX2269'STAMPED MARKER CHISELED OUT OF 5 INCHES BY 5 INCHES SANDSTONE POST.
 KX2269'POST STILL SOLID BUT MARKED DISK IS GONE.
 KX2269'
 KX2269'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MILE N E OF DUNLO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1832 ***********************************************************************
 KV1832  DESIGNATION -  G 1
 KV1832  PID         -  KV1832
 KV1832  STATE/COUNTY-  PA/PHILADELPHIA
 KV1832  USGS QUAD   -  GERMANTOWN (1997)
 KV1832
 KV1832                         *CURRENT SURVEY CONTROL
 KV1832  ___________________________________________________________________
 KV1832* NAD 83(1986)-  40 02 36.     (N)    075 14 58.     (W)     SCALED    
 KV1832* NAVD 88     -        20.345  (meters)      66.75   (feet)  ADJUSTED  
 KV1832  ___________________________________________________________________
 KV1832  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KV1832  DYNAMIC HT  -          20.336 (meters)      66.72  (feet)  COMP
 KV1832  MODELED GRAV-     980,157.7   (mgal)                       NAVD 88
 KV1832
 KV1832  VERT ORDER  -  FIRST     CLASS I
 KV1832
 KV1832.The horizontal coordinates were scaled from a topographic map and have
 KV1832.an estimated accuracy of +/- 6 seconds.
 KV1832
 KV1832.The orthometric height was determined by differential leveling
 KV1832.and adjusted by the National Geodetic Survey in June 1991..
 KV1832.WARNING-Repeat measurements at this control monument indicate possible
 KV1832.vertical movement.
 KV1832
 KV1832.The geoid height was determined by GEOID03.
 KV1832
 KV1832.The dynamic height is computed by dividing the NAVD 88
 KV1832.geopotential number by the normal gravity value computed on the
 KV1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1832.degrees latitude (g = 980.6199 gals.).
 KV1832
 KV1832.The modeled gravity was interpolated from observed gravity values.
 KV1832
 KV1832;                    North         East    Units  Estimated Accuracy
 KV1832;SPC PA S     -    81,860.      813,370.      MT  (+/- 180 meters Scaled)
 KV1832
 KV1832                          SUPERSEDED SURVEY CONTROL
 KV1832
 KV1832  NGVD 29 (??/??/??)   20.668  (m)           67.81   (f) ADJUSTED    1 1
 KV1832
 KV1832.Superseded values are not recommended for survey control.
 KV1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1832.See file dsdata.txt to determine how the superseded data were derived.
 KV1832
 KV1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK787325(NAD 83)
 KV1832_MARKER: DB = BENCH MARK DISK
 KV1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1832_STAMPING: G 1 1929 67.841
 KV1832_MARK LOGO: CGS   
 KV1832_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1832+STABILITY: SURFACE MOTION
 KV1832
 KV1832  HISTORY     - Date     Condition        Report By
 KV1832  HISTORY     - 1929     MONUMENTED       CGS
 KV1832  HISTORY     - 1966     GOOD             CGS
 KV1832  HISTORY     - 1976     GOOD             PADT
 KV1832  HISTORY     - 20000406 GOOD             STEWRT
 KV1832  HISTORY     - 20000420 POOR             STEWRT
 KV1832
 KV1832                          STATION DESCRIPTION
 KV1832
 KV1832'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV1832'AT SHAWMONT.
 KV1832'AT SHAWMONT, ON THE READING COMPANY RAILROAD, 7 RAILS SOUTHEAST
 KV1832'OF THE STATION, 26 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 KV1832'SOUTHWEST SET OF MAIN LINE TRACKS, 11 FEET WEST OF CATENARY POLE
 KV1832'NUMBER 9/9, 1.0 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT
 KV1832'LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 KV1832'ABOUT LEVEL WITH THE GROUND.
 KV1832
 KV1832                          STATION RECOVERY (1976)
 KV1832
 KV1832'RECOVERY NOTE BY PA DEPT OF TRANSP 1976
 KV1832'RECOVERED IN GOOD CONDITION.
 KV1832
 KV1832                          STATION RECOVERY (2000)
 KV1832
 KV1832'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2000 (JMS)
 KV1832'GOOD.
 KV1832
 KV1832                          STATION RECOVERY (2000)
 KV1832
 KV1832'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2000 (JMS)
 KV1832'THE ELEVATION DOES NOT CHECK FROM MONUMENT X277 AND AN INDIRECT GPS
 KV1832'OBSERVATION USING MONI D 325.  THE STATION MAY HAVE BEEN MOVED.  THE
 KV1832'ELEVATION WAS FOUND TO BE 0.4 FT (12.2 CM) LOWER THAN THE PUBLISHED
 KV1832'ELEVATION.  NOTE- WE REPORT THE STATION FOUND IN GOOD CONDITION IN
 KV1832'MARCH OF 2000.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0777 ***********************************************************************
 JU0777  DESIGNATION -  G 10 1931
 JU0777  PID         -  JU0777
 JU0777  STATE/COUNTY-  PA/DELAWARE
 JU0777  USGS QUAD   -  MARCUS HOOK (1993)
 JU0777
 JU0777                         *CURRENT SURVEY CONTROL
 JU0777  ___________________________________________________________________
 JU0777* NAD 83(1986)-  39 49 43.     (N)    075 23 05.     (W)     SCALED    
 JU0777* NAVD 88     -         2.816  (meters)       9.24   (feet)  ADJUSTED  
 JU0777  ___________________________________________________________________
 JU0777  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JU0777  DYNAMIC HT  -           2.814 (meters)       9.23  (feet)  COMP
 JU0777  MODELED GRAV-     980,171.3   (mgal)                       NAVD 88
 JU0777
 JU0777  VERT ORDER  -  FIRST     CLASS I
 JU0777
 JU0777.The horizontal coordinates were scaled from a topographic map and have
 JU0777.an estimated accuracy of +/- 6 seconds.
 JU0777
 JU0777.The orthometric height was determined by differential leveling
 JU0777.and adjusted by the National Geodetic Survey in June 1991..
 JU0777
 JU0777.The geoid height was determined by GEOID03.
 JU0777
 JU0777.The dynamic height is computed by dividing the NAVD 88
 JU0777.geopotential number by the normal gravity value computed on the
 JU0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0777.degrees latitude (g = 980.6199 gals.).
 JU0777
 JU0777.The modeled gravity was interpolated from observed gravity values.
 JU0777
 JU0777;                    North         East    Units  Estimated Accuracy
 JU0777;SPC PA S     -    57,710.      802,460.      MT  (+/- 180 meters Scaled)
 JU0777
 JU0777                          SUPERSEDED SURVEY CONTROL
 JU0777
 JU0777  NGVD 29 (??/??/??)    3.099  (m)           10.17   (f) ADJUSTED    1 1
 JU0777
 JU0777.Superseded values are not recommended for survey control.
 JU0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0777.See file dsdata.txt to determine how the superseded data were derived.
 JU0777
 JU0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK670088(NAD 83)
 JU0777_MARKER: DB = BENCH MARK DISK
 JU0777_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0777_SP_SET: BARGE SLIP
 JU0777_STAMPING: 10.407 G 10 1931
 JU0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0777
 JU0777  HISTORY     - Date     Condition        Report By
 JU0777  HISTORY     - 1931     MONUMENTED       CGS
 JU0777  HISTORY     - 1974     GOOD             LOCENG
 JU0777  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0777
 JU0777                          STATION DESCRIPTION
 JU0777
 JU0777'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 JU0777'AT CHESTER.
 JU0777'AT CHESTER, AT THE SOUTHEAST END OF WARD STREET, AT THE CHESTER
 JU0777'GENERATING STATION OF PHILADELPHIA ELECTRIC COMPANY, SET ON TOP
 JU0777'OF THE PAVED AREA AT THE NORTHWEST END OF THE BARGE SLIP SOUTHWEST
 JU0777'OF THE STATION, 0.6 FT SOUTHEAST OF AN IRON MOORING POST, 25 FEET
 JU0777'NORTHEAST OF THE EXTENDED LINE OF THE SOUTHWEST PIER WALL OF THE
 JU0777'SLIP, FLUSH WITH THE PAVED AREA, 4 INCHES UNDER THE GRAVEL
 JU0777'SURFACE OVER THE PAVING.
 JU0777
 JU0777                          STATION RECOVERY (1979)
 JU0777
 JU0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0777'NOT RECOVERED, THE AREA DESCRIBED IS NOW COVERED BY ABOUT 10 FEET
 JU0777'OF ROCK, MARK WOULD BE INACCESSABLE ANYWAY BECAUSE OF A NEW CHAIN
 JU0777'LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0475 ***********************************************************************
 JW0475  DESIGNATION -  G 100
 JW0475  PID         -  JW0475
 JW0475  STATE/COUNTY-  PA/BEDFORD
 JW0475  USGS QUAD   -  BUFFALO MILLS (1977)
 JW0475
 JW0475                         *CURRENT SURVEY CONTROL
 JW0475  ___________________________________________________________________
 JW0475* NAD 83(1986)-  39 53 31.     (N)    078 40 24.     (W)     SCALED    
 JW0475* NAVD 88     -       352.221  (meters)    1155.58   (feet)  ADJUSTED  
 JW0475  ___________________________________________________________________
 JW0475  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 JW0475  DYNAMIC HT  -         352.013 (meters)    1154.90  (feet)  COMP
 JW0475  MODELED GRAV-     980,028.0   (mgal)                       NAVD 88
 JW0475
 JW0475  VERT ORDER  -  SECOND    CLASS 0
 JW0475
 JW0475.The horizontal coordinates were scaled from a topographic map and have
 JW0475.an estimated accuracy of +/- 6 seconds.
 JW0475
 JW0475.The orthometric height was determined by differential leveling
 JW0475.and adjusted by the National Geodetic Survey in June 1991..
 JW0475
 JW0475.The geoid height was determined by GEOID03.
 JW0475
 JW0475.The dynamic height is computed by dividing the NAVD 88
 JW0475.geopotential number by the normal gravity value computed on the
 JW0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0475.degrees latitude (g = 980.6199 gals.).
 JW0475
 JW0475.The modeled gravity was interpolated from observed gravity values.
 JW0475
 JW0475;                    North         East    Units  Estimated Accuracy
 JW0475;SPC PA S     -    62,440.      521,030.      MT  (+/- 180 meters Scaled)
 JW0475
 JW0475                          SUPERSEDED SURVEY CONTROL
 JW0475
 JW0475  NGVD 29 (??/??/92)  352.392  (m)         1156.14   (f) ADJ UNCH    2 0
 JW0475
 JW0475.Superseded values are not recommended for survey control.
 JW0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0475.See file dsdata.txt to determine how the superseded data were derived.
 JW0475
 JW0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE989183(NAD 83)
 JW0475_MARKER: DB = BENCH MARK DISK
 JW0475_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0475_SP_SET: BRIDGE
 JW0475_STAMPING: G 100 1935
 JW0475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0475
 JW0475  HISTORY     - Date     Condition        Report By
 JW0475  HISTORY     - 1935     MONUMENTED       CGS
 JW0475  HISTORY     - 1967     GOOD             NGS
 JW0475
 JW0475                          STATION DESCRIPTION
 JW0475
 JW0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0475'5.8 MI N FROM HYNDMAN.
 JW0475'ABOUT 5.8 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JW0475'STATION AT HYNDMAN, BEDFORD COUNTY, ABOUT 1,258 FEET SOUTH OF THE
 JW0475'STATION SIGN AT MADLEY, AT BRIDGE 63.07, IN THE TOP OF THE EAST
 JW0475'END OF THE SOUTH ABUTMENT, AND 12 FEET EAST OF THE CENTER LINE
 JW0475'OF THE TRACK.  A STANDARD DISK, STAMPED G 100 1935.
 JW0475
 JW0475                          STATION RECOVERY (1967)
 JW0475
 JW0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JW0475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1508 ***********************************************************************
 JV1508  DESIGNATION -  G 101
 JV1508  PID         -  JV1508
 JV1508  STATE/COUNTY-  PA/YORK
 JV1508  USGS QUAD   -  YORK (1990)
 JV1508
 JV1508                         *CURRENT SURVEY CONTROL
 JV1508  ___________________________________________________________________
 JV1508* NAD 83(1986)-  39 55 38.     (N)    076 44 57.     (W)     SCALED    
 JV1508* NAVD 88     -       120.761  (meters)     396.20   (feet)  ADJUSTED  
 JV1508  ___________________________________________________________________
 JV1508  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 JV1508  DYNAMIC HT  -         120.699 (meters)     395.99  (feet)  COMP
 JV1508  MODELED GRAV-     980,113.6   (mgal)                       NAVD 88
 JV1508
 JV1508  VERT ORDER  -  SECOND    CLASS 0
 JV1508
 JV1508.The horizontal coordinates were scaled from a topographic map and have
 JV1508.an estimated accuracy of +/- 6 seconds.
 JV1508
 JV1508.The orthometric height was determined by differential leveling
 JV1508.and adjusted by the National Geodetic Survey in June 1991..
 JV1508
 JV1508.The geoid height was determined by GEOID03.
 JV1508
 JV1508.The dynamic height is computed by dividing the NAVD 88
 JV1508.geopotential number by the normal gravity value computed on the
 JV1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1508.degrees latitude (g = 980.6199 gals.).
 JV1508
 JV1508.The modeled gravity was interpolated from observed gravity values.
 JV1508
 JV1508;                    North         East    Units  Estimated Accuracy
 JV1508;SPC PA S     -    66,430.      685,550.      MT  (+/- 180 meters Scaled)
 JV1508
 JV1508                          SUPERSEDED SURVEY CONTROL
 JV1508
 JV1508  NGVD 29 (??/??/??)  121.018  (m)          397.04   (f) ADJUSTED    2 0
 JV1508
 JV1508.Superseded values are not recommended for survey control.
 JV1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1508.See file dsdata.txt to determine how the superseded data were derived.
 JV1508
 JV1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK505211(NAD 83)
 JV1508_MARKER: DB = BENCH MARK DISK
 JV1508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1508_STAMPING: G 101 1935
 JV1508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1508+STABILITY: SURFACE MOTION
 JV1508
 JV1508  HISTORY     - Date     Condition        Report By
 JV1508  HISTORY     - 1935     MONUMENTED       CGS
 JV1508  HISTORY     - 1961     GOOD             CGS
 JV1508  HISTORY     - 20050318 MARK NOT FOUND   GEOCAC
 JV1508
 JV1508                          STATION DESCRIPTION
 JV1508
 JV1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1508'1.3 MI N FROM BRILHART.
 JV1508'1.3 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JV1508'AT BRILHART, YORK COUNTY, ABOUT 0.4 MILE SOUTHEAST OF MILEPOST
 JV1508'54, 30 FEET NORTH OF THE CENTER OF THE CROSSING OF A COUNTY ROAD,
 JV1508'AND 21 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK.  A
 JV1508'STANDARD DISK, STAMPED G 101 1935 AND SET IN THE TOP OF A CONCRETE
 JV1508'POST.
 JV1508
 JV1508                          STATION RECOVERY (1961)
 JV1508
 JV1508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JV1508'RECOVERED IN GOOD CONDITION.
 JV1508
 JV1508                          STATION RECOVERY (2005)
 JV1508
 JV1508'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 JV1508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1596 ***********************************************************************
 JV1596  DESIGNATION -  G 102
 JV1596  PID         -  JV1596
 JV1596  STATE/COUNTY-  PA/YORK
 JV1596  USGS QUAD   -  WEST YORK (1973)
 JV1596
 JV1596                         *CURRENT SURVEY CONTROL
 JV1596  ___________________________________________________________________
 JV1596* NAD 83(1986)-  39 53 23.     (N)    076 50 23.     (W)     SCALED    
 JV1596* NAVD 88     -       133.322  (meters)     437.41   (feet)  ADJUSTED  
 JV1596  ___________________________________________________________________
 JV1596  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 JV1596  DYNAMIC HT  -         133.253 (meters)     437.18  (feet)  COMP
 JV1596  MODELED GRAV-     980,107.5   (mgal)                       NAVD 88
 JV1596
 JV1596  VERT ORDER  -  SECOND    CLASS 0
 JV1596
 JV1596.The horizontal coordinates were scaled from a topographic map and have
 JV1596.an estimated accuracy of +/- 6 seconds.
 JV1596
 JV1596.The orthometric height was determined by differential leveling
 JV1596.and adjusted by the National Geodetic Survey in June 1991..
 JV1596
 JV1596.The geoid height was determined by GEOID03.
 JV1596
 JV1596.The dynamic height is computed by dividing the NAVD 88
 JV1596.geopotential number by the normal gravity value computed on the
 JV1596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1596.degrees latitude (g = 980.6199 gals.).
 JV1596
 JV1596.The modeled gravity was interpolated from observed gravity values.
 JV1596
 JV1596;                    North         East    Units  Estimated Accuracy
 JV1596;SPC PA S     -    62,180.      677,860.      MT  (+/- 180 meters Scaled)
 JV1596
 JV1596                          SUPERSEDED SURVEY CONTROL
 JV1596
 JV1596  NGVD 29 (??/??/??)  133.559  (m)          438.18   (f) ADJUSTED    2 0
 JV1596
 JV1596.Superseded values are not recommended for survey control.
 JV1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1596.See file dsdata.txt to determine how the superseded data were derived.
 JV1596
 JV1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK427171(NAD 83)
 JV1596_MARKER: DB = BENCH MARK DISK
 JV1596_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1596_SP_SET: BRIDGE
 JV1596_STAMPING: G 102 1935
 JV1596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1596
 JV1596  HISTORY     - Date     Condition        Report By
 JV1596  HISTORY     - 1935     MONUMENTED       CGS
 JV1596
 JV1596                          STATION DESCRIPTION
 JV1596
 JV1596'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1596'1.8 MI NE FROM SPRING GROVE.
 JV1596'1.8 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JV1596'STATION AT SPRING GROVE, YORK COUNTY, IN THE TOP OF THE SOUTH
 JV1596'END OF THE WEST ABUTMENT OF BRIDGE 21.36, AT A COUNTRY ROAD
 JV1596'CROSSING, ABOUT 450 FEET EAST OF THE CENTER LINE OF THE ROAD,
 JV1596'AND 9 FEET SOUTH OF THE CENTER LINE OF THE TRACK.  A STANDARD
 JV1596'DISK, STAMPED G 102 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1570 ***********************************************************************
 JU1570  DESIGNATION -  G 105
 JU1570  PID         -  JU1570
 JU1570  STATE/COUNTY-  PA/CHESTER
 JU1570  USGS QUAD   -  OXFORD (1992)
 JU1570
 JU1570                         *CURRENT SURVEY CONTROL
 JU1570  ___________________________________________________________________
 JU1570* NAD 83(1986)-  39 50 20.     (N)    075 56 41.     (W)     SCALED    
 JU1570* NAVD 88     -       190.817  (meters)     626.04   (feet)  ADJUSTED  
 JU1570  ___________________________________________________________________
 JU1570  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JU1570  DYNAMIC HT  -         190.720 (meters)     625.72  (feet)  COMP
 JU1570  MODELED GRAV-     980,113.9   (mgal)                       NAVD 88
 JU1570
 JU1570  VERT ORDER  -  SECOND    CLASS 0
 JU1570
 JU1570.The horizontal coordinates were scaled from a topographic map and have
 JU1570.an estimated accuracy of +/- 6 seconds.
 JU1570
 JU1570.The orthometric height was determined by differential leveling
 JU1570.and adjusted by the National Geodetic Survey in June 1991..
 JU1570
 JU1570.The geoid height was determined by GEOID03.
 JU1570
 JU1570.The dynamic height is computed by dividing the NAVD 88
 JU1570.geopotential number by the normal gravity value computed on the
 JU1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1570.degrees latitude (g = 980.6199 gals.).
 JU1570
 JU1570.The modeled gravity was interpolated from observed gravity values.
 JU1570
 JU1570;                    North         East    Units  Estimated Accuracy
 JU1570;SPC PA S     -    57,710.      754,510.      MT  (+/- 180 meters Scaled)
 JU1570
 JU1570                          SUPERSEDED SURVEY CONTROL
 JU1570
 JU1570  NGVD 29 (??/??/??)  191.106  (m)          626.99   (f) ADJUSTED    2 0
 JU1570
 JU1570.Superseded values are not recommended for survey control.
 JU1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1570.See file dsdata.txt to determine how the superseded data were derived.
 JU1570
 JU1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK191103(NAD 83)
 JU1570_MARKER: DB = BENCH MARK DISK
 JU1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1570_STAMPING: G 105 1935
 JU1570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1570+STABILITY: SURFACE MOTION
 JU1570
 JU1570  HISTORY     - Date     Condition        Report By
 JU1570  HISTORY     - 1935     MONUMENTED       CGS
 JU1570  HISTORY     - 1966     GOOD             CGS
 JU1570
 JU1570                          STATION DESCRIPTION
 JU1570
 JU1570'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1570'4.3 MI N FROM OXFORD.
 JU1570'4.3 MILES NORTH ALONG U.S. HIGHWAY 122 FROM A STREET INTERSECTION
 JU1570'AT OXFORD, CHESTER COUNTY, AT THE SOUTH EDGE OF A SMALL VILLAGE,
 JU1570'20 FEET SOUTH OF POLE 398, 24 FEET EAST OF THE CENTER LINE OF
 JU1570'THE HIGHWAY, IN LINE WITH A ROW OF POLES, AND 2 FEET WEST OF
 JU1570'THE EAST PROPERTY LINE.  A STANDARD DISK, STAMPED G 105 1935 AND
 JU1570'SET IN THE TOP OF A CONCRETE POST.  NOTE-- POST FOUND BROKEN OFF
 JU1570'AND DISK HAD BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1536 ***********************************************************************
 JU1536  DESIGNATION -  G 106
 JU1536  PID         -  JU1536
 JU1536  STATE/COUNTY-  PA/CHESTER
 JU1536  USGS QUAD   -  PARKESBURG (1992)
 JU1536
 JU1536                         *CURRENT SURVEY CONTROL
 JU1536  ___________________________________________________________________
 JU1536* NAD 83(1986)-  39 56 43.     (N)    075 59 31.     (W)     SCALED    
 JU1536* NAVD 88     -       152.190  (meters)     499.31   (feet)  ADJUSTED  
 JU1536  ___________________________________________________________________
 JU1536  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 JU1536  DYNAMIC HT  -         152.112 (meters)     499.05  (feet)  COMP
 JU1536  MODELED GRAV-     980,109.0   (mgal)                       NAVD 88
 JU1536
 JU1536  VERT ORDER  -  SECOND    CLASS 0
 JU1536
 JU1536.The horizontal coordinates were scaled from a topographic map and have
 JU1536.an estimated accuracy of +/- 6 seconds.
 JU1536
 JU1536.The orthometric height was determined by differential leveling
 JU1536.and adjusted by the National Geodetic Survey in June 1991..
 JU1536
 JU1536.The geoid height was determined by GEOID03.
 JU1536
 JU1536.The dynamic height is computed by dividing the NAVD 88
 JU1536.geopotential number by the normal gravity value computed on the
 JU1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1536.degrees latitude (g = 980.6199 gals.).
 JU1536
 JU1536.The modeled gravity was interpolated from observed gravity values.
 JU1536
 JU1536;                    North         East    Units  Estimated Accuracy
 JU1536;SPC PA S     -    69,440.      750,240.      MT  (+/- 180 meters Scaled)
 JU1536
 JU1536                          SUPERSEDED SURVEY CONTROL
 JU1536
 JU1536  NGVD 29 (??/??/??)  152.481  (m)          500.26   (f) ADJUSTED    2 0
 JU1536
 JU1536.Superseded values are not recommended for survey control.
 JU1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1536.See file dsdata.txt to determine how the superseded data were derived.
 JU1536
 JU1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK152221(NAD 83)
 JU1536_MARKER: DB = BENCH MARK DISK
 JU1536_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1536_SP_SET: FOOTING
 JU1536_STAMPING: G 106 1935
 JU1536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1536
 JU1536  HISTORY     - Date     Condition        Report By
 JU1536  HISTORY     - 1935     MONUMENTED       CGS
 JU1536  HISTORY     - 1955     GOOD             CGS
 JU1536  HISTORY     - 1966     GOOD             CGS
 JU1536
 JU1536                          STATION DESCRIPTION
 JU1536
 JU1536'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JU1536'4.1 MI SW FROM PARKESBURG.
 JU1536'4.1 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1536'STATION AT PARKESBURG, AT THE LANCASTER-CHESTER COUNTY LINE, 41
 JU1536'YARDS WEST OF MILE POST 4, IN THE TOP OF EAST END OF SOUTH
 JU1536'CONCRETE RAIL FOOTING OF THE STONE MASONRY ARCH BRIDGE OVER A
 JU1536'BLACK TOP ROAD AND A CREEK, 4 FEET SOUTH OF SOUTH RAIL, 1/2 FOOT
 JU1536'WEST OF EAST END OF SOUTH RAIL FOOTING AND ABOUT 1 1/2 FEET BELOW
 JU1536'LEVEL OF TRACK.
 JU1536
 JU1536                          STATION RECOVERY (1966)
 JU1536
 JU1536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JU1536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2361 ***********************************************************************
 KV2361  DESIGNATION -  G 108
 KV2361  PID         -  KV2361
 KV2361  STATE/COUNTY-  PA/MONTGOMERY
 KV2361  USGS QUAD   -  EAST GREENVILLE (1992)
 KV2361
 KV2361                         *CURRENT SURVEY CONTROL
 KV2361  ___________________________________________________________________
 KV2361* NAD 83(1986)-  40 23 23.     (N)    075 30 17.     (W)     SCALED    
 KV2361* NAVD 88     -        95.969  (meters)     314.86   (feet)  ADJUSTED  
 KV2361  ___________________________________________________________________
 KV2361  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 KV2361  DYNAMIC HT  -          95.921 (meters)     314.70  (feet)  COMP
 KV2361  MODELED GRAV-     980,123.3   (mgal)                       NAVD 88
 KV2361
 KV2361  VERT ORDER  -  SECOND    CLASS 0
 KV2361
 KV2361.The horizontal coordinates were scaled from a topographic map and have
 KV2361.an estimated accuracy of +/- 6 seconds.
 KV2361
 KV2361.The orthometric height was determined by differential leveling
 KV2361.and adjusted by the National Geodetic Survey in June 1991..
 KV2361
 KV2361.The geoid height was determined by GEOID03.
 KV2361
 KV2361.The dynamic height is computed by dividing the NAVD 88
 KV2361.geopotential number by the normal gravity value computed on the
 KV2361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2361.degrees latitude (g = 980.6199 gals.).
 KV2361
 KV2361.The modeled gravity was interpolated from observed gravity values.
 KV2361
 KV2361;                    North         East    Units  Estimated Accuracy
 KV2361;SPC PA S     -   119,720.      790,610.      MT  (+/- 180 meters Scaled)
 KV2361
 KV2361                          SUPERSEDED SURVEY CONTROL
 KV2361
 KV2361  NGVD 29 (??/??/??)   96.237  (m)          315.74   (f) ADJUSTED    2 0
 KV2361
 KV2361.Superseded values are not recommended for survey control.
 KV2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2361.See file dsdata.txt to determine how the superseded data were derived.
 KV2361
 KV2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK571711(NAD 83)
 KV2361_MARKER: DB = BENCH MARK DISK
 KV2361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2361_SP_SET: CULVERT
 KV2361_STAMPING: G 108 1935
 KV2361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2361
 KV2361  HISTORY     - Date     Condition        Report By
 KV2361  HISTORY     - 1935     MONUMENTED       CGS
 KV2361  HISTORY     - 1944     POOR             CGS
 KV2361  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV2361  HISTORY     - 20031223 MARK NOT FOUND   USPSQD
 KV2361
 KV2361                          STATION DESCRIPTION
 KV2361
 KV2361'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV2361'0.5 MI SW FROM PENNSBURG.
 KV2361'ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 663 FROM THE
 KV2361'CROSSING OF THE READING CO. RAILROAD AT PENNSBURG, MONTGOMERY
 KV2361'COUNTY, THENCE ABOUT 100 YARDS SOUTHEAST AND ABOUT 200 FEET
 KV2361'SOUTHWEST ALONG THE 1935 ROUTE OF STATE HIGHWAY 663, AT A
 KV2361'CULVERT, IN THE CENTER OF THE TOP OF THE NORTHWEST CONCRETE
 KV2361'HEAD WALL, AND 12 FEET NORTHWEST OF THE CENTER LINE OF THE OLD
 KV2361'HIGHWAY.  A STANDARD DISK, STAMPED G 108 1935.  NOTE-- IT WAS
 KV2361'REPORTED IN JULY 1944 THAT THE HEAD WALL WAS LEANING ABOUT 10
 KV2361'DEG TO THE NORTHWEST, AND THAT THE ELEVATION OF THE BENCH MARK
 KV2361'MAY BE IN ERROR BY AS MUCH AS 0.04 FOOT.
 KV2361
 KV2361                          STATION RECOVERY (1944)
 KV2361
 KV2361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 KV2361'MARK RECOVERED IN POOR CONDITION.
 KV2361
 KV2361                          STATION RECOVERY (1990)
 KV2361
 KV2361'RECOVERY NOTE BY US POWER SQUADRON 1990 (JDC)
 KV2361'MARK NOT FOUND.
 KV2361
 KV2361                          STATION RECOVERY (2003)
 KV2361
 KV2361'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEQ)
 KV2361'NO SIGN OF A HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0558 ***********************************************************************
 KY0558  DESIGNATION -  G 109
 KY0558  PID         -  KY0558
 KY0558  STATE/COUNTY-  PA/WASHINGTON
 KY0558  USGS QUAD   -  MIDWAY (1977)
 KY0558
 KY0558                         *CURRENT SURVEY CONTROL
 KY0558  ___________________________________________________________________
 KY0558* NAD 83(1986)-  40 19 25.     (N)    080 21 30.     (W)     SCALED    
 KY0558* NAVD 88     -       330.514  (meters)    1084.36   (feet)  ADJUSTED  
 KY0558  ___________________________________________________________________
 KY0558  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KY0558  DYNAMIC HT  -         330.331 (meters)    1083.76  (feet)  COMP
 KY0558  MODELED GRAV-     980,061.5   (mgal)                       NAVD 88
 KY0558
 KY0558  VERT ORDER  -  SECOND    CLASS 0
 KY0558
 KY0558.The horizontal coordinates were scaled from a topographic map and have
 KY0558.an estimated accuracy of +/- 6 seconds.
 KY0558
 KY0558.The orthometric height was determined by differential leveling
 KY0558.and adjusted by the National Geodetic Survey in June 1991..
 KY0558
 KY0558.The geoid height was determined by GEOID03.
 KY0558
 KY0558.The dynamic height is computed by dividing the NAVD 88
 KY0558.geopotential number by the normal gravity value computed on the
 KY0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0558.degrees latitude (g = 980.6199 gals.).
 KY0558
 KY0558.The modeled gravity was interpolated from observed gravity values.
 KY0558
 KY0558;                    North         East    Units  Estimated Accuracy
 KY0558;SPC PA S     -   113,230.      378,360.      MT  (+/- 180 meters Scaled)
 KY0558
 KY0558                          SUPERSEDED SURVEY CONTROL
 KY0558
 KY0558  NGVD 29 (??/??/92)  330.653  (m)         1084.82   (f) ADJ UNCH    2 0
 KY0558
 KY0558.Superseded values are not recommended for survey control.
 KY0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0558.See file dsdata.txt to determine how the superseded data were derived.
 KY0558
 KY0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE545638(NAD 83)
 KY0558_MARKER: DB = BENCH MARK DISK
 KY0558_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0558_SP_SET: BRIDGE
 KY0558_STAMPING: G 109 1957
 KY0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0558
 KY0558  HISTORY     - Date     Condition        Report By
 KY0558  HISTORY     - 1957     MONUMENTED       CGS
 KY0558
 KY0558                          STATION DESCRIPTION
 KY0558
 KY0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0558'5.2 MI S FROM BURGETTSTOWN.
 KY0558'ABOUT 5.25 MILES SOUTH AND SOUTHEAST ALONG STATE HIGHWAY 18
 KY0558'FROM THE POST OFFICE AT BURGETTSTOWN, ABOUT 90 YARDS
 KY0558'NORTHWEST OF A NORTHEAST-SOUTHWEST ROAD INTERSECTION, 18 FEET
 KY0558'NORTHEAST OF CENTER LINE OF HIGHWAY, IN THE TOP OF SOUTH END OF
 KY0558'NORTH HEAD WALL OF A 6-FOOT CONCRETE BRIDGE, 1/2 FOOT NORTHEAST OF
 KY0558'CONCRETE BANISTER AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0480 ***********************************************************************
 KY0480  DESIGNATION -  G 110
 KY0480  PID         -  KY0480
 KY0480  STATE/COUNTY-  PA/WASHINGTON
 KY0480  USGS QUAD   -  CANONSBURG (1979)
 KY0480
 KY0480                         *CURRENT SURVEY CONTROL
 KY0480  ___________________________________________________________________
 KY0480* NAD 83(1986)-  40 18 39.     (N)    080 12 46.     (W)     SCALED    
 KY0480* NAVD 88     -       338.358  (meters)    1110.10   (feet)  ADJUSTED  
 KY0480  ___________________________________________________________________
 KY0480  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KY0480  DYNAMIC HT  -         338.173 (meters)    1109.49  (feet)  COMP
 KY0480  MODELED GRAV-     980,069.5   (mgal)                       NAVD 88
 KY0480
 KY0480  VERT ORDER  -  SECOND    CLASS 0
 KY0480
 KY0480.The horizontal coordinates were scaled from a topographic map and have
 KY0480.an estimated accuracy of +/- 6 seconds.
 KY0480
 KY0480.The orthometric height was determined by differential leveling
 KY0480.and adjusted by the National Geodetic Survey in June 1991..
 KY0480
 KY0480.The geoid height was determined by GEOID03.
 KY0480
 KY0480.The dynamic height is computed by dividing the NAVD 88
 KY0480.geopotential number by the normal gravity value computed on the
 KY0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0480.degrees latitude (g = 980.6199 gals.).
 KY0480
 KY0480.The modeled gravity was interpolated from observed gravity values.
 KY0480
 KY0480;                    North         East    Units  Estimated Accuracy
 KY0480;SPC PA S     -   111,460.      390,690.      MT  (+/- 180 meters Scaled)
 KY0480
 KY0480                          SUPERSEDED SURVEY CONTROL
 KY0480
 KY0480  NGVD 29 (??/??/92)  338.494  (m)         1110.54   (f) ADJ UNCH    2 0
 KY0480
 KY0480.Superseded values are not recommended for survey control.
 KY0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0480.See file dsdata.txt to determine how the superseded data were derived.
 KY0480
 KY0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE668625(NAD 83)
 KY0480_MARKER: DB = BENCH MARK DISK
 KY0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0480_STAMPING: G 110 1957
 KY0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0480+STABILITY: SURFACE MOTION
 KY0480
 KY0480  HISTORY     - Date     Condition        Report By
 KY0480  HISTORY     - 1957     MONUMENTED       CGS
 KY0480
 KY0480                          STATION DESCRIPTION
 KY0480
 KY0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0480'6 MI E FROM HICKORY.
 KY0480'ABOUT 5.0 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST
 KY0480'OFFICE AND BANK BUILDING AT HICKORY TO A POINT 0.15 MILE NORTHEAST
 KY0480'OF VENICE U.P. CHURCH, THENCE ABOUT 0.35 MILE SOUTHWEST AND
 KY0480'SOUTH, THENCE ABOUT 0.6 MILE EAST ALONG GRAVEL ROADS, AT
 KY0480'CROSSING OF A NORTH-SOUTH POWER TRANSMISSION LINE, ABOUT 64
 KY0480'YARDS EAST OF THE TOP OF A GRADE, 10 FEET SOUTH OF CENTER LINE
 KY0480'OF ROAD, 1 FOOT NORTH OF A FENCE LINE, 2 FEET WEST OF CENTER
 KY0480'OF POWER TRANSMISSION LINE, 51 FEET WEST OF TELEPHONE POLE NO.
 KY0480'137/23, 21 FEET EAST OF CENTER OF A GAP IN FENCE LINE, ABOUT
 KY0480'LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KY0480'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0453 ***********************************************************************
 KY0453  DESIGNATION -  G 111
 KY0453  PID         -  KY0453
 KY0453  STATE/COUNTY-  PA/WASHINGTON
 KY0453  USGS QUAD   -  AVELLA (1979)
 KY0453
 KY0453                         *CURRENT SURVEY CONTROL
 KY0453  ___________________________________________________________________
 KY0453* NAD 83(1986)-  40 16 21.     (N)    080 27 28.     (W)     SCALED    
 KY0453* NAVD 88     -       278.245  (meters)     912.88   (feet)  ADJUSTED  
 KY0453  ___________________________________________________________________
 KY0453  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KY0453  DYNAMIC HT  -         278.091 (meters)     912.37  (feet)  COMP
 KY0453  MODELED GRAV-     980,063.6   (mgal)                       NAVD 88
 KY0453
 KY0453  VERT ORDER  -  SECOND    CLASS 0
 KY0453
 KY0453.The horizontal coordinates were scaled from a topographic map and have
 KY0453.an estimated accuracy of +/- 6 seconds.
 KY0453
 KY0453.The orthometric height was determined by differential leveling
 KY0453.and adjusted by the National Geodetic Survey in June 1991..
 KY0453
 KY0453.The geoid height was determined by GEOID03.
 KY0453
 KY0453.The dynamic height is computed by dividing the NAVD 88
 KY0453.geopotential number by the normal gravity value computed on the
 KY0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0453.degrees latitude (g = 980.6199 gals.).
 KY0453
 KY0453.The modeled gravity was interpolated from observed gravity values.
 KY0453
 KY0453;                    North         East    Units  Estimated Accuracy
 KY0453;SPC PA S     -   107,810.      369,740.      MT  (+/- 180 meters Scaled)
 KY0453
 KY0453                          SUPERSEDED SURVEY CONTROL
 KY0453
 KY0453  NGVD 29 (??/??/92)  278.405  (m)          913.40   (f) ADJ UNCH    2 0
 KY0453
 KY0453.Superseded values are not recommended for survey control.
 KY0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0453.See file dsdata.txt to determine how the superseded data were derived.
 KY0453
 KY0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE461581(NAD 83)
 KY0453_MARKER: DD = SURVEY DISK
 KY0453_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0453_SP_SET: BRIDGE
 KY0453_STAMPING: G 111 1957
 KY0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0453
 KY0453  HISTORY     - Date     Condition        Report By
 KY0453  HISTORY     - 1957     MONUMENTED       PADT
 KY0453  HISTORY     - 1957     GOOD             NGS
 KY0453
 KY0453                          STATION DESCRIPTION
 KY0453
 KY0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0453'AT AVELLA.
 KY0453'AT AVELLA, ABOUT 0.15 MILE SOUTHEAST ALONG STATE HIGHWAY 28 FROM
 KY0453'LINCOLN NATIONAL BANK BUILDING, IN THE TOP OF WEST END OF EAST
 KY0453'WING WALL OF A 9-FOOT CONCRETE BRIDGE OVER A CREEK BRANCH,
 KY0453'12 1/2 FEET NORTHEAST OF CENTER LINE OF HIGHWAY AND ABOUT LEVEL
 KY0453'WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0893 ***********************************************************************
 KY0893  DESIGNATION -  G 112
 KY0893  PID         -  KY0893
 KY0893  STATE/COUNTY-  PA/WASHINGTON
 KY0893  USGS QUAD   -  STEUBENVILLE EAST (1997)
 KY0893
 KY0893                         *CURRENT SURVEY CONTROL
 KY0893  ___________________________________________________________________
 KY0893* NAD 83(1986)-  40 17 26.     (N)    080 31 07.     (W)     SCALED    
 KY0893* NAVD 88     -       242.832  (meters)     796.69   (feet)  ADJUSTED  
 KY0893  ___________________________________________________________________
 KY0893  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KY0893  DYNAMIC HT  -         242.701 (meters)     796.26  (feet)  COMP
 KY0893  MODELED GRAV-     980,081.0   (mgal)                       NAVD 88
 KY0893
 KY0893  VERT ORDER  -  SECOND    CLASS 0
 KY0893
 KY0893.The horizontal coordinates were scaled from a topographic map and have
 KY0893.an estimated accuracy of +/- 6 seconds.
 KY0893
 KY0893.The orthometric height was determined by differential leveling
 KY0893.and adjusted by the National Geodetic Survey in June 1991..
 KY0893
 KY0893.The geoid height was determined by GEOID03.
 KY0893
 KY0893.The dynamic height is computed by dividing the NAVD 88
 KY0893.geopotential number by the normal gravity value computed on the
 KY0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0893.degrees latitude (g = 980.6199 gals.).
 KY0893
 KY0893.The modeled gravity was interpolated from observed gravity values.
 KY0893
 KY0893;                    North         East    Units  Estimated Accuracy
 KY0893;SPC PA S     -   109,980.      364,630.      MT  (+/- 180 meters Scaled)
 KY0893
 KY0893                          SUPERSEDED SURVEY CONTROL
 KY0893
 KY0893  NGVD 29 (??/??/92)  243.010  (m)          797.28   (f) ADJ UNCH    2 0
 KY0893
 KY0893.Superseded values are not recommended for survey control.
 KY0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0893.See file dsdata.txt to determine how the superseded data were derived.
 KY0893
 KY0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE409601(NAD 83)
 KY0893_MARKER: DB = BENCH MARK DISK
 KY0893_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0893_SP_SET: TUNNEL WALL
 KY0893_STAMPING: G 112 1957
 KY0893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0893
 KY0893  HISTORY     - Date     Condition        Report By
 KY0893  HISTORY     - 1957     MONUMENTED       CGS
 KY0893
 KY0893                          STATION DESCRIPTION
 KY0893
 KY0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0893'0.3 MI E FROM VIRGINVILLE.
 KY0893'ABOUT 0.3 MILE EAST ALONG THE PITTSBURGH AND WEST VIRGINIA
 KY0893'RAILWAY FROM THE ROAD CROSSING AT VIRGINVILLE, WEST VIRGINIA,
 KY0893'ABOUT 40 YARDS EAST OF THE WEST VIRGINIA-PENNSYLVANIA STATE
 KY0893'LINE, AT THE WEST END OF A RAILROAD TUNNEL, SET VERTICALLY IN
 KY0893'THE INSIDE OF THE NORTH TUNNEL WALL, 1.7 FEET EAST OF WEST
 KY0893'END OF TUNNEL, 5.8 FEET NORTH OF NORTH RAIL, 3.3 FEET ABOVE
 KY0893'GROUND AND 1 1/2 FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0528 ***********************************************************************
 KY0528  DESIGNATION -  G 113
 KY0528  PID         -  KY0528
 KY0528  STATE/COUNTY-  PA/WASHINGTON
 KY0528  USGS QUAD   -  WEST MIDDLETOWN (1977)
 KY0528
 KY0528                         *CURRENT SURVEY CONTROL
 KY0528  ___________________________________________________________________
 KY0528* NAD 83(1986)-  40 11 41.     (N)    080 27 54.     (W)     SCALED    
 KY0528* NAVD 88     -       271.149  (meters)     889.59   (feet)  ADJUSTED  
 KY0528  ___________________________________________________________________
 KY0528  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KY0528  DYNAMIC HT  -         270.996 (meters)     889.09  (feet)  COMP
 KY0528  MODELED GRAV-     980,054.2   (mgal)                       NAVD 88
 KY0528
 KY0528  VERT ORDER  -  SECOND    CLASS 0
 KY0528
 KY0528.The horizontal coordinates were scaled from a topographic map and have
 KY0528.an estimated accuracy of +/- 6 seconds.
 KY0528
 KY0528.The orthometric height was determined by differential leveling
 KY0528.and adjusted by the National Geodetic Survey in June 1991..
 KY0528
 KY0528.The geoid height was determined by GEOID03.
 KY0528
 KY0528.The dynamic height is computed by dividing the NAVD 88
 KY0528.geopotential number by the normal gravity value computed on the
 KY0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0528.degrees latitude (g = 980.6199 gals.).
 KY0528
 KY0528.The modeled gravity was interpolated from observed gravity values.
 KY0528
 KY0528;                    North         East    Units  Estimated Accuracy
 KY0528;SPC PA S     -    99,200.      368,860.      MT  (+/- 180 meters Scaled)
 KY0528
 KY0528                          SUPERSEDED SURVEY CONTROL
 KY0528
 KY0528  NGVD 29 (??/??/92)  271.301  (m)          890.09   (f) ADJ UNCH    2 0
 KY0528
 KY0528.Superseded values are not recommended for survey control.
 KY0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0528.See file dsdata.txt to determine how the superseded data were derived.
 KY0528
 KY0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE455495(NAD 83)
 KY0528_MARKER: DB = BENCH MARK DISK
 KY0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0528_STAMPING: G 113 1957
 KY0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0528+STABILITY: SURFACE MOTION
 KY0528
 KY0528  HISTORY     - Date     Condition        Report By
 KY0528  HISTORY     - 1957     MONUMENTED       CGS
 KY0528
 KY0528                          STATION DESCRIPTION
 KY0528
 KY0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0528'1.2 MI W FROM ACHESON.
 KY0528'ABOUT 1.15 MILES WEST ALONG STATE HIGHWAY 331 FROM THE JUNCTION
 KY0528'OF STATE HIGHWAY 231 AT ACHESON, 0.95 MILE NORTHEAST OF A
 KY0528'150-FOOT CONCRETE BRIDGE OVER BUFFALO CREEK, 0.15 MILE WEST OF
 KY0528'A JUNCTION OF A DRIVE NORTH TO A 2-STORY FARM HOUSE, 0.2 MILE
 KY0528'WEST OF A SMALL BRIDGE OVE A CREEK BRANCH, 26 FEET
 KY0528'NORTH-NORTHWEST OF CENTER LINE OF HIGHWAY AND ON THE OUTSIDE OF
 KY0528'A CURVE, 19 FEET WEST-NORTHWEST OF NORTHEAST END OF A 24-INCH
 KY0528'SKEW PIPE CULVERT UNDER HIGHWAY FOR A SMALL CREEK BRANCH, 2
 KY0528'FEET SOUTHEAST OF A CONCRETE WITNESS POST, AND SET IN THE TOP OF
 KY0528'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0427 ***********************************************************************
 KY0427  DESIGNATION -  G 114
 KY0427  PID         -  KY0427
 KY0427  STATE/COUNTY-  PA/WASHINGTON
 KY0427  USGS QUAD   -  CLAYSVILLE (1977)
 KY0427
 KY0427                         *CURRENT SURVEY CONTROL
 KY0427  ___________________________________________________________________
 KY0427* NAD 83(1986)-  40 06 43.     (N)    080 25 35.     (W)     SCALED    
 KY0427* NAVD 88     -       326.789  (meters)    1072.14   (feet)  ADJUSTED  
 KY0427  ___________________________________________________________________
 KY0427  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KY0427  DYNAMIC HT  -         326.603 (meters)    1071.53  (feet)  COMP
 KY0427  MODELED GRAV-     980,047.7   (mgal)                       NAVD 88
 KY0427
 KY0427  VERT ORDER  -  SECOND    CLASS 0
 KY0427
 KY0427.The horizontal coordinates were scaled from a topographic map and have
 KY0427.an estimated accuracy of +/- 6 seconds.
 KY0427
 KY0427.The orthometric height was determined by differential leveling
 KY0427.and adjusted by the National Geodetic Survey in June 1991..
 KY0427
 KY0427.The geoid height was determined by GEOID03.
 KY0427
 KY0427.The dynamic height is computed by dividing the NAVD 88
 KY0427.geopotential number by the normal gravity value computed on the
 KY0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0427.degrees latitude (g = 980.6199 gals.).
 KY0427
 KY0427.The modeled gravity was interpolated from observed gravity values.
 KY0427
 KY0427;                    North         East    Units  Estimated Accuracy
 KY0427;SPC PA S     -    89,910.      371,870.      MT  (+/- 180 meters Scaled)
 KY0427
 KY0427                          SUPERSEDED SURVEY CONTROL
 KY0427
 KY0427  NGVD 29 (??/??/92)  326.931  (m)         1072.61   (f) ADJ UNCH    2 0
 KY0427
 KY0427.Superseded values are not recommended for survey control.
 KY0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0427.See file dsdata.txt to determine how the superseded data were derived.
 KY0427
 KY0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE488403(NAD 83)
 KY0427_MARKER: DB = BENCH MARK DISK
 KY0427_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0427_SP_SET: BRIDGE
 KY0427_STAMPING: G 114 1957
 KY0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0427
 KY0427  HISTORY     - Date     Condition        Report By
 KY0427  HISTORY     - 1957     MONUMENTED       CGS
 KY0427  HISTORY     - 1957     GOOD             NGS
 KY0427
 KY0427                          STATION DESCRIPTION
 KY0427
 KY0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0427'0.8 MI SW FROM CLAYSVILLE.
 KY0427'ABOUT 0.8 MILE SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY0427'FROM THE STATION AT CLAYSVILLE, BETWEEN MILEAGE POLES NOS. 47+22
 KY0427'AND 47+23, IN THE TOP OF THE EAST END OF THE SOUTH HEAD WALL
 KY0427'OF AN ARCHED CONCRETE BRIDGE OVER A CREEK, 15 1/2 FEET SOUTH OF
 KY0427'SOUTH RAIL AND ABOUT 6 FEET BELOW LEVEL OF TRACK.
 KY0427
 KY0427                          STATION RECOVERY (1957)
 KY0427
 KY0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 KY0427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0437 ***********************************************************************
 KY0437  DESIGNATION -  G 115
 KY0437  PID         -  KY0437
 KY0437  STATE/COUNTY-  PA/WASHINGTON
 KY0437  USGS QUAD   -  WASHINGTON WEST (1969)
 KY0437
 KY0437                         *CURRENT SURVEY CONTROL
 KY0437  ___________________________________________________________________
 KY0437* NAD 83(1986)-  40 09 29.     (N)    080 20 13.     (W)     SCALED    
 KY0437* NAVD 88     -       337.394  (meters)    1106.93   (feet)  ADJUSTED  
 KY0437  ___________________________________________________________________
 KY0437  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KY0437  DYNAMIC HT  -         337.200 (meters)    1106.30  (feet)  COMP
 KY0437  MODELED GRAV-     980,041.2   (mgal)                       NAVD 88
 KY0437
 KY0437  VERT ORDER  -  SECOND    CLASS 0
 KY0437
 KY0437.The horizontal coordinates were scaled from a topographic map and have
 KY0437.an estimated accuracy of +/- 6 seconds.
 KY0437
 KY0437.The orthometric height was determined by differential leveling
 KY0437.and adjusted by the National Geodetic Survey in June 1991..
 KY0437
 KY0437.The geoid height was determined by GEOID03.
 KY0437
 KY0437.The dynamic height is computed by dividing the NAVD 88
 KY0437.geopotential number by the normal gravity value computed on the
 KY0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0437.degrees latitude (g = 980.6199 gals.).
 KY0437
 KY0437.The modeled gravity was interpolated from observed gravity values.
 KY0437
 KY0437;                    North         East    Units  Estimated Accuracy
 KY0437;SPC PA S     -    94,800.      379,640.      MT  (+/- 180 meters Scaled)
 KY0437
 KY0437                          SUPERSEDED SURVEY CONTROL
 KY0437
 KY0437  NGVD 29 (??/??/92)  337.529  (m)         1107.38   (f) ADJ UNCH    2 0
 KY0437
 KY0437.Superseded values are not recommended for survey control.
 KY0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0437.See file dsdata.txt to determine how the superseded data were derived.
 KY0437
 KY0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE564455(NAD 83)
 KY0437_MARKER: DB = BENCH MARK DISK
 KY0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0437_STAMPING: G 115 1935
 KY0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0437+STABILITY: SURFACE MOTION
 KY0437
 KY0437  HISTORY     - Date     Condition        Report By
 KY0437  HISTORY     - 1935     MONUMENTED       CGS
 KY0437  HISTORY     - 1952     MARK NOT FOUND   NGS
 KY0437
 KY0437                          STATION DESCRIPTION
 KY0437
 KY0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KY0437'2.3 MI NE FROM TAYLORSTOWN.
 KY0437'2.3 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KY0437'THE STATION AT TAYLORSTOWN, 78 FEET NORTHEAST OF POLE 40+50, AND
 KY0437'27 FEET NORTH OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 KY0437'STAMPED G 115 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KY0437'NOTE-- IT WAS REPORTED IN NOVEMBER 1952 BY U.S. GEOLOGICAL SURVEY
 KY0437'THAT THE MARK IS PROBABLY COVERED BY CINDERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0336 ***********************************************************************
 KY0336  DESIGNATION -  G 116
 KY0336  PID         -  KY0336
 KY0336  STATE/COUNTY-  PA/WASHINGTON
 KY0336  USGS QUAD   -  AMITY (1977)
 KY0336
 KY0336                         *CURRENT SURVEY CONTROL
 KY0336  ___________________________________________________________________
 KY0336* NAD 83(1986)-  40 01 36.     (N)    080 13 50.     (W)     SCALED    
 KY0336* NAVD 88     -       291.740  (meters)     957.15   (feet)  ADJUSTED  
 KY0336  ___________________________________________________________________
 KY0336  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KY0336  DYNAMIC HT  -         291.575 (meters)     956.61  (feet)  COMP
 KY0336  MODELED GRAV-     980,054.2   (mgal)                       NAVD 88
 KY0336
 KY0336  VERT ORDER  -  SECOND    CLASS 0
 KY0336
 KY0336.The horizontal coordinates were scaled from a topographic map and have
 KY0336.an estimated accuracy of +/- 6 seconds.
 KY0336
 KY0336.The orthometric height was determined by differential leveling
 KY0336.and adjusted by the National Geodetic Survey in June 1991..
 KY0336
 KY0336.The geoid height was determined by GEOID03.
 KY0336
 KY0336.The dynamic height is computed by dividing the NAVD 88
 KY0336.geopotential number by the normal gravity value computed on the
 KY0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0336.degrees latitude (g = 980.6199 gals.).
 KY0336
 KY0336.The modeled gravity was interpolated from observed gravity values.
 KY0336
 KY0336;                    North         East    Units  Estimated Accuracy
 KY0336;SPC PA S     -    79,960.      388,290.      MT  (+/- 180 meters Scaled)
 KY0336
 KY0336                          SUPERSEDED SURVEY CONTROL
 KY0336
 KY0336  NGVD 29 (??/??/92)  291.880  (m)          957.61   (f) ADJ UNCH    2 0
 KY0336
 KY0336.Superseded values are not recommended for survey control.
 KY0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0336.See file dsdata.txt to determine how the superseded data were derived.
 KY0336
 KY0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE656310(NAD 83)
 KY0336_MARKER: DB = BENCH MARK DISK
 KY0336_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0336_STAMPING: G 116 1935
 KY0336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0336
 KY0336  HISTORY     - Date     Condition        Report By
 KY0336  HISTORY     - 1935     MONUMENTED       CGS
 KY0336  HISTORY     - 1936     GOOD             NGS
 KY0336
 KY0336                          STATION DESCRIPTION
 KY0336
 KY0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KY0336'2.1 MI NE FROM DUNN.
 KY0336'2.1 MILES NORTHEAST ALONG THE WAYNESBURG AND WASHINGTON RAILROAD
 KY0336'FROM THE STATION AT DUNN, 0.1 MILE EAST OF THE STATION AT RINGLAND,
 KY0336'AT A TRESTLE, IN THE TOP OF THE NORTHEAST CORNER OF THE EAST STONE
 KY0336'PIER, 9 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 2.5 FEET
 KY0336'BELOW THE TRACK.  A STANDARD DISK, STAMPED G 116 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0540 ***********************************************************************
 KX0540  DESIGNATION -  G 117
 KX0540  PID         -  KX0540
 KX0540  STATE/COUNTY-  PA/CAMBRIA
 KX0540  USGS QUAD   -  JOHNSTOWN (1981)
 KX0540
 KX0540                         *CURRENT SURVEY CONTROL
 KX0540  ___________________________________________________________________
 KX0540* NAD 83(1986)-  40 17 34.     (N)    078 55 08.     (W)     SCALED    
 KX0540* NAVD 88     -       362.764  (meters)    1190.17   (feet)  ADJUSTED  
 KX0540  ___________________________________________________________________
 KX0540  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KX0540  DYNAMIC HT  -         362.566 (meters)    1189.52  (feet)  COMP
 KX0540  MODELED GRAV-     980,069.0   (mgal)                       NAVD 88
 KX0540
 KX0540  VERT ORDER  -  SECOND    CLASS 0
 KX0540
 KX0540.The horizontal coordinates were scaled from a topographic map and have
 KX0540.an estimated accuracy of +/- 6 seconds.
 KX0540
 KX0540.The orthometric height was determined by differential leveling
 KX0540.and adjusted by the National Geodetic Survey in June 1991..
 KX0540
 KX0540.The geoid height was determined by GEOID03.
 KX0540
 KX0540.The dynamic height is computed by dividing the NAVD 88
 KX0540.geopotential number by the normal gravity value computed on the
 KX0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0540.degrees latitude (g = 980.6199 gals.).
 KX0540
 KX0540.The modeled gravity was interpolated from observed gravity values.
 KX0540
 KX0540;                    North         East    Units  Estimated Accuracy
 KX0540;SPC PA S     -   107,190.      500,620.      MT  (+/- 180 meters Scaled)
 KX0540
 KX0540                          SUPERSEDED SURVEY CONTROL
 KX0540
 KX0540  NGVD 29 (??/??/92)  362.938  (m)         1190.74   (f) ADJ UNCH    2 0
 KX0540
 KX0540.Superseded values are not recommended for survey control.
 KX0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0540.See file dsdata.txt to determine how the superseded data were derived.
 KX0540
 KX0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE768623(NAD 83)
 KX0540_MARKER: DB = BENCH MARK DISK
 KX0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0540_STAMPING: G 117 1935
 KX0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0540+STABILITY: SURFACE MOTION
 KX0540
 KX0540  HISTORY     - Date     Condition        Report By
 KX0540  HISTORY     - 1935     MONUMENTED       CGS
 KX0540
 KX0540                          STATION DESCRIPTION
 KX0540
 KX0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX0540'2.9 MI S FROM JOHNSTOWN.
 KX0540'ABOUT 2.9 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KX0540'THE PENNSYLVANIA RAILROAD STATION AT JOHNSTOWN, CAMBRIA COUNTY,
 KX0540'ABOUT 50 YARDS SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 219 AND
 KX0540'STATE HIGHWAY 53, ABOUT 55 FEET EAST OF THE EAST CORNER OF THE
 KX0540'M. WENDLE FEED AND GRAIN CO. BUILDING, 25 FEET EAST OF THE CENTER
 KX0540'LINE OF THE MAIN TRACK, AND 4 FEET NORTH OF POLE 42+25.  A
 KX0540'STANDARD DISK, STAMPED G 117 1935 AND SET IN THE TOP OF A
 KX0540'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JX0038 ***********************************************************************
 JX0038  DESIGNATION -  G 119
 JX0038  PID         -  JX0038
 JX0038  STATE/COUNTY-  PA/GREENE
 JX0038  USGS QUAD   -  GARARDS FORT (1979)
 JX0038
 JX0038                         *CURRENT SURVEY CONTROL
 JX0038  ___________________________________________________________________
 JX0038* NAD 83(1986)-  39 49 37.     (N)    080 07 12.     (W)     SCALED    
 JX0038* NAVD 88     -       309.084  (meters)    1014.05   (feet)  ADJUSTED  
 JX0038  ___________________________________________________________________
 JX0038  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JX0038  DYNAMIC HT  -         308.906 (meters)    1013.47  (feet)  COMP
 JX0038  MODELED GRAV-     980,040.3   (mgal)                       NAVD 88
 JX0038
 JX0038  VERT ORDER  -  SECOND    CLASS 0
 JX0038
 JX0038.The horizontal coordinates were scaled from a topographic map and have
 JX0038.an estimated accuracy of +/- 6 seconds.
 JX0038
 JX0038.The orthometric height was determined by differential leveling
 JX0038.and adjusted by the National Geodetic Survey in June 1991..
 JX0038
 JX0038.The geoid height was determined by GEOID03.
 JX0038
 JX0038.The dynamic height is computed by dividing the NAVD 88
 JX0038.geopotential number by the normal gravity value computed on the
 JX0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0038.degrees latitude (g = 980.6199 gals.).
 JX0038
 JX0038.The modeled gravity was interpolated from observed gravity values.
 JX0038
 JX0038;                    North         East    Units  Estimated Accuracy
 JX0038;SPC PA S     -    57,530.      397,130.      MT  (+/- 180 meters Scaled)
 JX0038
 JX0038                          SUPERSEDED SURVEY CONTROL
 JX0038
 JX0038  NGVD 29 (??/??/92)  309.217  (m)         1014.49   (f) ADJ UNCH    2 0
 JX0038
 JX0038.Superseded values are not recommended for survey control.
 JX0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0038.See file dsdata.txt to determine how the superseded data were derived.
 JX0038
 JX0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE753089(NAD 83)
 JX0038_MARKER: DB = BENCH MARK DISK
 JX0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0038_STAMPING: G 119 1935
 JX0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0038+STABILITY: SURFACE MOTION
 JX0038
 JX0038  HISTORY     - Date     Condition        Report By
 JX0038  HISTORY     - 1935     MONUMENTED       CGS
 JX0038
 JX0038                          STATION DESCRIPTION
 JX0038
 JX0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0038'7.6 MI SE FROM WAYNESBURG.
 JX0038'7.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 19 FROM THE COUNTY
 JX0038'COURTHOUSE AT WAYNESBURG, GREENE COUNTY, 126 FEET NORTH OF THE
 JX0038'NORTH END OF CONCRETE BRIDGE 482/62, AT THE JUNCTION OF A ROAD
 JX0038'LEADING SOUTHEAST, 162 FEET SOUTH OF THE ROAD, AND 36 FEET WEST
 JX0038'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 JX0038'G 119 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1491 ***********************************************************************
 KV1491  DESIGNATION -  G 12
 KV1491  PID         -  KV1491
 KV1491  STATE/COUNTY-  PA/LEHIGH
 KV1491  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV1491
 KV1491                         *CURRENT SURVEY CONTROL
 KV1491  ___________________________________________________________________
 KV1491* NAD 83(1986)-  40 36 15.     (N)    075 27 46.     (W)     SCALED    
 KV1491* NAVD 88     -        77.480  (meters)     254.20   (feet)  ADJUSTED  
 KV1491  ___________________________________________________________________
 KV1491  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 KV1491  DYNAMIC HT  -          77.442 (meters)     254.07  (feet)  COMP
 KV1491  MODELED GRAV-     980,139.5   (mgal)                       NAVD 88
 KV1491
 KV1491  VERT ORDER  -  FIRST     CLASS II
 KV1491
 KV1491.The horizontal coordinates were scaled from a topographic map and have
 KV1491.an estimated accuracy of +/- 6 seconds.
 KV1491
 KV1491.The orthometric height was determined by differential leveling
 KV1491.and adjusted by the National Geodetic Survey in June 1991..
 KV1491
 KV1491.The geoid height was determined by GEOID03.
 KV1491
 KV1491.The dynamic height is computed by dividing the NAVD 88
 KV1491.geopotential number by the normal gravity value computed on the
 KV1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1491.degrees latitude (g = 980.6199 gals.).
 KV1491
 KV1491.The modeled gravity was interpolated from observed gravity values.
 KV1491
 KV1491;                    North         East    Units  Estimated Accuracy
 KV1491;SPC PA S     -   143,610.      793,550.      MT  (+/- 180 meters Scaled)
 KV1491
 KV1491                          SUPERSEDED SURVEY CONTROL
 KV1491
 KV1491  NGVD 29 (??/??/??)   77.714  (m)          254.97   (f) ADJUSTED    1 2
 KV1491
 KV1491.Superseded values are not recommended for survey control.
 KV1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1491.See file dsdata.txt to determine how the superseded data were derived.
 KV1491
 KV1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK608949(NAD 83)
 KV1491_MARKER: DB = BENCH MARK DISK
 KV1491_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1491_SP_SET: STEP COPING
 KV1491_STAMPING: 254.967 G 12 1932
 KV1491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1491
 KV1491  HISTORY     - Date     Condition        Report By
 KV1491  HISTORY     - 1932     MONUMENTED       CGS
 KV1491  HISTORY     - 1962     GOOD             CGS
 KV1491  HISTORY     - 1979     GOOD             NGS
 KV1491  HISTORY     - 1990     MARK NOT FOUND   LOCENG
 KV1491
 KV1491                          STATION DESCRIPTION
 KV1491
 KV1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1491'AT ALLENTOWN.
 KV1491'AT ALLENTOWN, LEHIGH COUNTY, AT THE READING CO. RAILROAD
 KV1491'STATION, 10 FEET NORTH OF THE WEST ENTRANCE TO THE STATION
 KV1491'RESTAURANT, AND IN THE TOP OF THE WEST COPING OF THE BASEMENT
 KV1491'STEPS.  A STANDARD DISK, STAMPED 254.967 G 12 1932.
 KV1491
 KV1491                          STATION RECOVERY (1962)
 KV1491
 KV1491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 KV1491'RECOVERED IN GOOD CONDITION.
 KV1491
 KV1491                          STATION RECOVERY (1979)
 KV1491
 KV1491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV1491'RECOVERED IN GOOD CONDITION.
 KV1491
 KV1491                          STATION RECOVERY (1990)
 KV1491
 KV1491'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990 (PP)
 KV1491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1456 ***********************************************************************
 KX1456  DESIGNATION -  G 120
 KX1456  PID         -  KX1456
 KX1456  STATE/COUNTY-  PA/WASHINGTON
 KX1456  USGS QUAD   -  CALIFORNIA (1979)
 KX1456
 KX1456                         *CURRENT SURVEY CONTROL
 KX1456  ___________________________________________________________________
 KX1456* NAD 83(1986)-  40 01 57.     (N)    079 52 50.     (W)     SCALED    
 KX1456* NAVD 88     -       237.251  (meters)     778.38   (feet)  ADJUSTED  
 KX1456  ___________________________________________________________________
 KX1456  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KX1456  DYNAMIC HT  -         237.121 (meters)     777.95  (feet)  COMP
 KX1456  MODELED GRAV-     980,070.4   (mgal)                       NAVD 88
 KX1456
 KX1456  VERT ORDER  -  SECOND    CLASS 0
 KX1456
 KX1456.The horizontal coordinates were scaled from a topographic map and have
 KX1456.an estimated accuracy of +/- 6 seconds.
 KX1456
 KX1456.The orthometric height was determined by differential leveling
 KX1456.and adjusted by the National Geodetic Survey in June 1991..
 KX1456
 KX1456.The geoid height was determined by GEOID03.
 KX1456
 KX1456.The dynamic height is computed by dividing the NAVD 88
 KX1456.geopotential number by the normal gravity value computed on the
 KX1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1456.degrees latitude (g = 980.6199 gals.).
 KX1456
 KX1456.The modeled gravity was interpolated from observed gravity values.
 KX1456
 KX1456;                    North         East    Units  Estimated Accuracy
 KX1456;SPC PA S     -    79,830.      418,170.      MT  (+/- 180 meters Scaled)
 KX1456
 KX1456                          SUPERSEDED SURVEY CONTROL
 KX1456
 KX1456  NGVD 29 (??/??/92)  237.429  (m)          778.97   (f) ADJ UNCH    2 0
 KX1456
 KX1456.Superseded values are not recommended for survey control.
 KX1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1456.See file dsdata.txt to determine how the superseded data were derived.
 KX1456
 KX1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE955319(NAD 83)
 KX1456_MARKER: DD = SURVEY DISK
 KX1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1456_STAMPING: G 120 1935
 KX1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1456+STABILITY: SURFACE MOTION
 KX1456
 KX1456  HISTORY     - Date     Condition        Report By
 KX1456  HISTORY     - 1935     MONUMENTED       CGS
 KX1456  HISTORY     - 1983     MARK NOT FOUND   NGS
 KX1456
 KX1456                          STATION DESCRIPTION
 KX1456
 KX1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX1456'AT WEST BROWNSVILLE JUNCTION.
 KX1456'AT WEST BROWNSVILLE JUNCTION, WASHINGTON COUNTY, ABOUT 250 FEET
 KX1456'NORTHEAST OF MILEAGE SIGN 52.15, AT A WYE, 40 FEET NORTHEAST OF
 KX1456'THE CENTER OF A STREET CROSSING, AND 21 FEET NORTHWEST OF THE
 KX1456'CENTER LINE OF THE NORTHWEST TRACK.  A STANDARD DISK, STAMPED
 KX1456'G 120 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KX1456
 KX1456                          STATION RECOVERY (1983)
 KX1456
 KX1456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1456'NOT RECOVERED, MARK LOCATION APPEARS TO HAVE BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0918 ***********************************************************************
 JW0918  DESIGNATION -  G 121
 JW0918  PID         -  JW0918
 JW0918  STATE/COUNTY-  PA/FAYETTE
 JW0918  USGS QUAD   -  NEW SALEM (1977)
 JW0918
 JW0918                         *CURRENT SURVEY CONTROL
 JW0918  ___________________________________________________________________
 JW0918* NAD 83(1986)-  39 59 21.     (N)    079 46 01.     (W)     SCALED    
 JW0918* NAVD 88     -       273.277  (meters)     896.58   (feet)  POSTED    
 JW0918  ___________________________________________________________________
 JW0918  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 JW0918  DYNAMIC HT  -         273.120 (meters)     896.06  (feet)  COMP
 JW0918  MODELED GRAV-     980,052.2   (mgal)                       NAVD 88
 JW0918
 JW0918  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 JW0918
 JW0918.The horizontal coordinates were scaled from a topographic map and have
 JW0918.an estimated accuracy of +/- 6 seconds.
 JW0918
 JW0918.The orthometric height was determined by differential leveling
 JW0918.and adjusted by the National Geodetic Survey in 1992..
 JW0918.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 JW0918.rate of 3.1 thru 4.0 mm/km.
 JW0918
 JW0918.The geoid height was determined by GEOID03.
 JW0918
 JW0918.The dynamic height is computed by dividing the NAVD 88
 JW0918.geopotential number by the normal gravity value computed on the
 JW0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0918.degrees latitude (g = 980.6199 gals.).
 JW0918
 JW0918.The modeled gravity was interpolated from observed gravity values.
 JW0918
 JW0918;                    North         East    Units  Estimated Accuracy
 JW0918;SPC PA S     -    74,790.      427,760.      MT  (+/- 180 meters Scaled)
 JW0918
 JW0918                          SUPERSEDED SURVEY CONTROL
 JW0918
 JW0918  NGVD 29 (??/??/92)  273.420  (m)          897.05   (f) ADJ UNCH    1 2
 JW0918
 JW0918.Superseded values are not recommended for survey control.
 JW0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0918.See file dsdata.txt to determine how the superseded data were derived.
 JW0918
 JW0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE052272(NAD 83)
 JW0918_MARKER: DB = BENCH MARK DISK
 JW0918_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0918_SP_SET: PIER
 JW0918_STAMPING: G 121 1935
 JW0918_MARK LOGO: CGS   
 JW0918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0918
 JW0918  HISTORY     - Date     Condition        Report By
 JW0918  HISTORY     - 1935     MONUMENTED       CGS
 JW0918  HISTORY     - 1941     GOOD             NGS
 JW0918  HISTORY     - 1983     GOOD             NGS
 JW0918
 JW0918                          STATION DESCRIPTION
 JW0918
 JW0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JW0918'2.2 MI SE FROM SMOCK.
 JW0918'2.2 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JW0918'STATION AT SMOCK, 0.2 MILE SOUTHEAST OF MILEPOST 61, AT THE
 JW0918'OVERHEAD CROSSING OF STATE HIGHWAY 51, IN THE FACE OF THE SOUTH
 JW0918'CONCRETE PIER, 18 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 JW0918'PIER, 15 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND 3 FEET ABOVE
 JW0918'THE GROUND.  A STANDARD DISK, STAMPED G 121 1935 AND SET
 JW0918'VERTICALLY.
 JW0918
 JW0918                          STATION RECOVERY (1983)
 JW0918
 JW0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0918'RECOVERED IN GOOD CONDITION, MARK IS INACCESSIBLE TO THE NEW LEVEL
 JW0918'LINE, NOT LEVELED TO IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0421 ***********************************************************************
 KX0421  DESIGNATION -  G 122
 KX0421  PID         -  KX0421
 KX0421  STATE/COUNTY-  PA/CAMBRIA
 KX0421  USGS QUAD   -  CRESSON (1984)
 KX0421
 KX0421                         *CURRENT SURVEY CONTROL
 KX0421  ___________________________________________________________________
 KX0421* NAD 83(1986)-  40 26 10.     (N)    078 37 08.     (W)     SCALED    
 KX0421* NAVD 88     -       591.714  (meters)    1941.32   (feet)  ADJUSTED  
 KX0421  ___________________________________________________________________
 KX0421  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KX0421  DYNAMIC HT  -         591.380 (meters)    1940.22  (feet)  COMP
 KX0421  MODELED GRAV-     980,040.3   (mgal)                       NAVD 88
 KX0421
 KX0421  VERT ORDER  -  FIRST     CLASS II
 KX0421
 KX0421.The horizontal coordinates were scaled from a topographic map and have
 KX0421.an estimated accuracy of +/- 6 seconds.
 KX0421
 KX0421.The orthometric height was determined by differential leveling
 KX0421.and adjusted by the National Geodetic Survey in June 1991..
 KX0421
 KX0421.The geoid height was determined by GEOID03.
 KX0421
 KX0421.The dynamic height is computed by dividing the NAVD 88
 KX0421.geopotential number by the normal gravity value computed on the
 KX0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0421.degrees latitude (g = 980.6199 gals.).
 KX0421
 KX0421.The modeled gravity was interpolated from observed gravity values.
 KX0421
 KX0421;                    North         East    Units  Estimated Accuracy
 KX0421;SPC PA S     -   122,810.      526,280.      MT  (+/- 180 meters Scaled)
 KX0421
 KX0421                          SUPERSEDED SURVEY CONTROL
 KX0421
 KX0421  NGVD 29 (??/??/92)  591.85   (m)         1941.8    (f) COMPUTED    1 2
 KX0421
 KX0421.Superseded values are not recommended for survey control.
 KX0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0421.See file dsdata.txt to determine how the superseded data were derived.
 KX0421
 KX0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE019788(NAD 83)
 KX0421_MARKER: DB = BENCH MARK DISK
 KX0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0421_STAMPING: G 122 1941
 KX0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0421+STABILITY: SURFACE MOTION
 KX0421
 KX0421  HISTORY     - Date     Condition        Report By
 KX0421  HISTORY     - 1941     MONUMENTED       CGS
 KX0421  HISTORY     - 1966     MARK NOT FOUND   NGS
 KX0421
 KX0421                          STATION DESCRIPTION
 KX0421
 KX0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0421'2.3 MI SW FROM CRESSON.
 KX0421'2.3 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM CRESSON,
 KX0421'CAMBRIA COUNTY, ABOUT 1000 FEET SOUTHWEST OF MILEPOST 253, 148
 KX0421'FEET SOUTHWEST OF A ROAD CROSSING, 28.7 FEET SOUTH OF THE SOUTH
 KX0421'RAIL, 2.8 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT
 KX0421'1 FOOT HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, AND
 KX0421'SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT WAS REPORTED
 KX0421'THAT THE CROSSING IS ABOUT 2000 FEET SOUTHWEST OF MILEPOST
 KX0421'253.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0490 ***********************************************************************
 KX0490  DESIGNATION -  G 123
 KX0490  PID         -  KX0490
 KX0490  STATE/COUNTY-  PA/CAMBRIA
 KX0490  USGS QUAD   -  JOHNSTOWN (1981)
 KX0490
 KX0490                         *CURRENT SURVEY CONTROL
 KX0490  ___________________________________________________________________
 KX0490* NAD 83(1986)-  40 20 41.     (N)    078 56 23.     (W)     SCALED    
 KX0490* NAVD 88     -       357.867  (meters)    1174.10   (feet)  ADJUSTED  
 KX0490  ___________________________________________________________________
 KX0490  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 KX0490  DYNAMIC HT  -         357.677 (meters)    1173.48  (feet)  COMP
 KX0490  MODELED GRAV-     980,082.0   (mgal)                       NAVD 88
 KX0490
 KX0490  VERT ORDER  -  FIRST     CLASS I
 KX0490
 KX0490.The horizontal coordinates were scaled from a topographic map and have
 KX0490.an estimated accuracy of +/- 6 seconds.
 KX0490
 KX0490.The orthometric height was determined by differential leveling
 KX0490.and adjusted by the National Geodetic Survey in June 1991..
 KX0490
 KX0490.The geoid height was determined by GEOID03.
 KX0490
 KX0490.The dynamic height is computed by dividing the NAVD 88
 KX0490.geopotential number by the normal gravity value computed on the
 KX0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0490.degrees latitude (g = 980.6199 gals.).
 KX0490
 KX0490.The modeled gravity was interpolated from observed gravity values.
 KX0490
 KX0490;                    North         East    Units  Estimated Accuracy
 KX0490;SPC PA S     -   112,980.      498,930.      MT  (+/- 180 meters Scaled)
 KX0490
 KX0490                          SUPERSEDED SURVEY CONTROL
 KX0490
 KX0490  NGVD 29 (??/??/92)  358.040  (m)         1174.67   (f) ADJ UNCH    1 1
 KX0490
 KX0490.Superseded values are not recommended for survey control.
 KX0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0490.See file dsdata.txt to determine how the superseded data were derived.
 KX0490
 KX0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE749680(NAD 83)
 KX0490_MARKER: DB = BENCH MARK DISK
 KX0490_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0490_SP_SET: OVERPASS
 KX0490_STAMPING: G 123 1941
 KX0490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX0490+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2001
 KX0490
 KX0490  HISTORY     - Date     Condition        Report By
 KX0490  HISTORY     - 1941     MONUMENTED       CGS
 KX0490  HISTORY     - 1966     GOOD             NGS
 KX0490  HISTORY     - 1974     GOOD             NGS
 KX0490  HISTORY     - 20010322 GOOD             PADT
 KX0490
 KX0490                          STATION DESCRIPTION
 KX0490
 KX0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0490'1.4 MI NW FROM JOHNSTOWN.
 KX0490'ABOUT 1.45 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD
 KX0490'FROM THE STATION AT JOHNSTOWN, AT MORRELLVILLE, SET ON THE
 KX0490'TOP OF THE SOUTHEAST CONCRETE WING WALL AT THE SOUTH END OF
 KX0490'OVERPASS FOR STATE HIGHWAY 56, 29 FEET EAST OF AND ACROSS
 KX0490'ONE SIDE TRACK FROM THE EAST RAIL OF THE MAIN TRACK, 0.45
 KX0490'MILE SOUTHEAST OF MILEPOST 277 AND ABOUT LEVEL WITH THE
 KX0490'TRACK.
 KX0490
 KX0490                          STATION RECOVERY (1974)
 KX0490
 KX0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KX0490'RECOVERED IN GOOD CONDITION.
 KX0490
 KX0490                          STATION RECOVERY (2001)
 KX0490
 KX0490'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (TRN)
 KX0490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0991 ***********************************************************************
 KX0991  DESIGNATION -  G 124
 KX0991  PID         -  KX0991
 KX0991  STATE/COUNTY-  PA/WESTMORELAND
 KX0991  USGS QUAD   -  BOLIVAR (1993)
 KX0991
 KX0991                         *CURRENT SURVEY CONTROL
 KX0991  ___________________________________________________________________
 KX0991* NAD 83(1986)-  40 24 27.     (N)    079 13 48.     (W)     SCALED    
 KX0991* NAVD 88     -       341.879  (meters)    1121.65   (feet)  ADJUSTED  
 KX0991  ___________________________________________________________________
 KX0991  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KX0991  DYNAMIC HT  -         341.700 (meters)    1121.06  (feet)  COMP
 KX0991  MODELED GRAV-     980,091.6   (mgal)                       NAVD 88
 KX0991
 KX0991  VERT ORDER  -  FIRST     CLASS II
 KX0991
 KX0991.The horizontal coordinates were scaled from a topographic map and have
 KX0991.an estimated accuracy of +/- 6 seconds.
 KX0991
 KX0991.The orthometric height was determined by differential leveling
 KX0991.and adjusted by the National Geodetic Survey in June 1991..
 KX0991
 KX0991.The geoid height was determined by GEOID03.
 KX0991
 KX0991.The dynamic height is computed by dividing the NAVD 88
 KX0991.geopotential number by the normal gravity value computed on the
 KX0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0991.degrees latitude (g = 980.6199 gals.).
 KX0991
 KX0991.The modeled gravity was interpolated from observed gravity values.
 KX0991
 KX0991;                    North         East    Units  Estimated Accuracy
 KX0991;SPC PA S     -   120,320.      474,380.      MT  (+/- 180 meters Scaled)
 KX0991
 KX0991                          SUPERSEDED SURVEY CONTROL
 KX0991
 KX0991  NGVD 29 (??/??/92)  342.05   (m)         1122.2    (f) COMPUTED    1 2
 KX0991
 KX0991.Superseded values are not recommended for survey control.
 KX0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0991.See file dsdata.txt to determine how the superseded data were derived.
 KX0991
 KX0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE501744(NAD 83)
 KX0991_MARKER: DB = BENCH MARK DISK
 KX0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0991_STAMPING: G 124 1941
 KX0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0991+STABILITY: SURFACE MOTION
 KX0991
 KX0991  HISTORY     - Date     Condition        Report By
 KX0991  HISTORY     - 1941     MONUMENTED       CGS
 KX0991
 KX0991                          STATION DESCRIPTION
 KX0991
 KX0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX0991'1 MI SW FROM TORRANCE.
 KX0991'ALONG THE P.R.R., 21 RAILS NORTHEAST OF MILEPOST 301, 37.5 FEET
 KX0991'SOUTHEAST OF THE SOUTHEAST RAIL, 16.5 FEET NORTHEAST OF A LARGE
 KX0991'OAK TREE WITH A 12 IN TRIANGULAR BLAZE, SET IN THE TOP OF A
 KX0991'CONCRETE POST, 2.2 FEET HIGHER THAN TOP OF RAIL, 1.8 FEET WEST
 KX0991'OF A WHITE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1207 ***********************************************************************
 KX1207  DESIGNATION -  G 125
 KX1207  PID         -  KX1207
 KX1207  STATE/COUNTY-  PA/WESTMORELAND
 KX1207  USGS QUAD   -  GREENSBURG (1993)
 KX1207
 KX1207                         *CURRENT SURVEY CONTROL
 KX1207  ___________________________________________________________________
 KX1207* NAD 83(1986)-  40 18 41.     (N)    079 34 47.     (W)     SCALED    
 KX1207* NAVD 88     -       351.265  (meters)    1152.44   (feet)  ADJUSTED  
 KX1207  ___________________________________________________________________
 KX1207  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KX1207  DYNAMIC HT  -         351.076 (meters)    1151.82  (feet)  COMP
 KX1207  MODELED GRAV-     980,078.8   (mgal)                       NAVD 88
 KX1207
 KX1207  VERT ORDER  -  FIRST     CLASS I
 KX1207
 KX1207.The horizontal coordinates were scaled from a topographic map and have
 KX1207.an estimated accuracy of +/- 6 seconds.
 KX1207
 KX1207.The orthometric height was determined by differential leveling
 KX1207.and adjusted by the National Geodetic Survey in June 1991..
 KX1207.WARNING-Repeat measurements at this control monument indicate possible
 KX1207.vertical movement.
 KX1207
 KX1207.The geoid height was determined by GEOID03.
 KX1207
 KX1207.The dynamic height is computed by dividing the NAVD 88
 KX1207.geopotential number by the normal gravity value computed on the
 KX1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1207.degrees latitude (g = 980.6199 gals.).
 KX1207
 KX1207.The modeled gravity was interpolated from observed gravity values.
 KX1207
 KX1207;                    North         East    Units  Estimated Accuracy
 KX1207;SPC PA S     -   110,210.      444,480.      MT  (+/- 180 meters Scaled)
 KX1207
 KX1207                          SUPERSEDED SURVEY CONTROL
 KX1207
 KX1207  NGVD 29 (??/??/92)  351.424  (m)         1152.96   (f) ADJ UNCH    1 1
 KX1207
 KX1207.Superseded values are not recommended for survey control.
 KX1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1207.See file dsdata.txt to determine how the superseded data were derived.
 KX1207
 KX1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE206632(NAD 83)
 KX1207_MARKER: DB = BENCH MARK DISK
 KX1207_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1207_SP_SET: ABUTMENT
 KX1207_STAMPING: G 125 1941
 KX1207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1207
 KX1207  HISTORY     - Date     Condition        Report By
 KX1207  HISTORY     - 1941     MONUMENTED       CGS
 KX1207  HISTORY     - 1966     GOOD             NGS
 KX1207  HISTORY     - 1987     GOOD             LOCSUR
 KX1207  HISTORY     - 20010709 GOOD             PADT
 KX1207
 KX1207                          STATION DESCRIPTION
 KX1207
 KX1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX1207'1.9 MI W FROM GREENSBURG.
 KX1207'ABOUT 1.9 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1207'STATION AT GREENSBURG, ABOUT 0.1 MILE EAST OF MILEPOST NO. 324,
 KX1207'SET IN THE TOP OF THE SOUTH END OF THE WEST STONE ABUTMENT TO THE
 KX1207'RAILROAD OVERPASS OVER GREENGATE ROAD, 7.5 FEET SOUTH OF THE
 KX1207'SOUTH RAIL OF THE SOUTH ONE OF THREE TRACKS AND 1 1/2 FEET BELOW
 KX1207'LEVEL OF TRACK.
 KX1207
 KX1207                          STATION RECOVERY (1987)
 KX1207
 KX1207'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (BW)
 KX1207'RECOVERED IN GOOD CONDITION.
 KX1207
 KX1207                          STATION RECOVERY (2001)
 KX1207
 KX1207'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DP)
 KX1207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0451 ***********************************************************************
 JW0451  DESIGNATION -  G 126
 JW0451  PID         -  JW0451
 JW0451  STATE/COUNTY-  PA/SOMERSET
 JW0451  USGS QUAD   -  FAIRHOPE (1973)
 JW0451
 JW0451                         *CURRENT SURVEY CONTROL
 JW0451  ___________________________________________________________________
 JW0451* NAD 83(1986)-  39 49 27.     (N)    078 49 47.     (W)     SCALED    
 JW0451* NAVD 88     -       475.930  (meters)    1561.45   (feet)  ADJUSTED  
 JW0451  ___________________________________________________________________
 JW0451  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JW0451  DYNAMIC HT  -         475.621 (meters)    1560.43  (feet)  COMP
 JW0451  MODELED GRAV-     979,963.9   (mgal)                       NAVD 88
 JW0451
 JW0451  VERT ORDER  -  FIRST     CLASS II
 JW0451
 JW0451.The horizontal coordinates were scaled from a topographic map and have
 JW0451.an estimated accuracy of +/- 6 seconds.
 JW0451
 JW0451.The orthometric height was determined by differential leveling
 JW0451.and adjusted by the National Geodetic Survey in June 1991..
 JW0451
 JW0451.The geoid height was determined by GEOID03.
 JW0451
 JW0451.The dynamic height is computed by dividing the NAVD 88
 JW0451.geopotential number by the normal gravity value computed on the
 JW0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0451.degrees latitude (g = 980.6199 gals.).
 JW0451
 JW0451.The modeled gravity was interpolated from observed gravity values.
 JW0451
 JW0451;                    North         East    Units  Estimated Accuracy
 JW0451;SPC PA S     -    55,070.      507,560.      MT  (+/- 180 meters Scaled)
 JW0451
 JW0451                          SUPERSEDED SURVEY CONTROL
 JW0451
 JW0451  NGVD 29 (??/??/92)  476.052  (m)         1561.85   (f) ADJ UNCH    1 2
 JW0451
 JW0451.Superseded values are not recommended for survey control.
 JW0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0451.See file dsdata.txt to determine how the superseded data were derived.
 JW0451
 JW0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE857104(NAD 83)
 JW0451_MARKER: DB = BENCH MARK DISK
 JW0451_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0451_SP_SET: SIGNAL BASE
 JW0451_STAMPING: G 126 1941
 JW0451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0451
 JW0451  HISTORY     - Date     Condition        Report By
 JW0451  HISTORY     - 1941     MONUMENTED       CGS
 JW0451
 JW0451                          STATION DESCRIPTION
 JW0451
 JW0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0451'1 MI NE FROM GLENCOE.
 JW0451'1.0 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0451'GLENCOE, SOMERSET COUNTY, 170 YARDS SOUTHWEST OF THE SOUTHWEST
 JW0451'ABUTMENT OF BRIDGE NO. 19 A, 12 YARDS EAST OF A WHISTLE POST,
 JW0451'ACROSS THE TRACKS FROM A STONE CULVERT UNDER A ROAD, 10.6 FEET
 JW0451'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, AND IN
 JW0451'THE NORTH CORNER OF THE CONCRETE BASE OF A BLOCK SIGNAL.  A
 JW0451'STANDARD DISK, STAMPED G 126 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0546 ***********************************************************************
 JW0546  DESIGNATION -  G 127
 JW0546  PID         -  JW0546
 JW0546  STATE/COUNTY-  PA/SOMERSET
 JW0546  USGS QUAD   -  ROCKWOOD (1981)
 JW0546
 JW0546                         *CURRENT SURVEY CONTROL
 JW0546  ___________________________________________________________________
 JW0546* NAD 83(1986)-  39 54 36.     (N)    079 10 41.     (W)     SCALED    
 JW0546* NAVD 88     -       548.607  (meters)    1799.89   (feet)  ADJUSTED  
 JW0546  ___________________________________________________________________
 JW0546  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JW0546  DYNAMIC HT  -         548.262 (meters)    1798.76  (feet)  COMP
 JW0546  MODELED GRAV-     979,978.8   (mgal)                       NAVD 88
 JW0546
 JW0546  VERT ORDER  -  FIRST     CLASS II
 JW0546
 JW0546.The horizontal coordinates were scaled from a topographic map and have
 JW0546.an estimated accuracy of +/- 6 seconds.
 JW0546
 JW0546.The orthometric height was determined by differential leveling
 JW0546.and adjusted by the National Geodetic Survey in June 1991..
 JW0546
 JW0546.The geoid height was determined by GEOID03.
 JW0546
 JW0546.The dynamic height is computed by dividing the NAVD 88
 JW0546.geopotential number by the normal gravity value computed on the
 JW0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0546.degrees latitude (g = 980.6199 gals.).
 JW0546
 JW0546.The modeled gravity was interpolated from observed gravity values.
 JW0546
 JW0546;                    North         East    Units  Estimated Accuracy
 JW0546;SPC PA S     -    65,020.      477,900.      MT  (+/- 180 meters Scaled)
 JW0546
 JW0546                          SUPERSEDED SURVEY CONTROL
 JW0546
 JW0546  NGVD 29 (??/??/92)  548.721  (m)         1800.26   (f) ADJ UNCH    1 2
 JW0546
 JW0546.Superseded values are not recommended for survey control.
 JW0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0546.See file dsdata.txt to determine how the superseded data were derived.
 JW0546
 JW0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE557193(NAD 83)
 JW0546_MARKER: DB = BENCH MARK DISK
 JW0546_SETTING: 80 = SET IN A BOULDER
 JW0546_SP_SET: BOULDER
 JW0546_STAMPING: G 127 1941
 JW0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0546+STABILITY: SURFACE MOTION
 JW0546
 JW0546  HISTORY     - Date     Condition        Report By
 JW0546  HISTORY     - 1941     MONUMENTED       CGS
 JW0546
 JW0546                          STATION DESCRIPTION
 JW0546
 JW0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0546'1.4 MI SW FROM ROCKWOOD.
 JW0546'1.4 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0546'STATION AT ROCKWOOD, SOMERSET COUNTY, 154 FEET EAST OF THE EAST
 JW0546'END OF BRIDGE NO. 35, 64.2 FEET WEST OF SIGNAL TOWER W 228.05,
 JW0546'33.5 FEET NORTH OF THE NORTH RAIL OF THE WEST BOUND TRACK, 16.6
 JW0546'FEET SOUTH OF THE RIGHT OF WAY FENCE, IN A BOULDER, AND 1 FOOT
 JW0546'ABOVE THE TRACK.  A STANDARD DISK, STAMPED G 127 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0592 ***********************************************************************
 JW0592  DESIGNATION -  G 128
 JW0592  PID         -  JW0592
 JW0592  STATE/COUNTY-  PA/FAYETTE
 JW0592  USGS QUAD   -  MILL RUN (1980)
 JW0592
 JW0592                         *CURRENT SURVEY CONTROL
 JW0592  ___________________________________________________________________
 JW0592* NAD 83(1986)-  39 54 42.     (N)    079 28 55.     (W)     SCALED    
 JW0592* NAVD 88     -       339.967  (meters)    1115.38   (feet)  ADJUSTED  
 JW0592  ___________________________________________________________________
 JW0592  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 JW0592  DYNAMIC HT  -         339.766 (meters)    1114.72  (feet)  COMP
 JW0592  MODELED GRAV-     980,024.7   (mgal)                       NAVD 88
 JW0592
 JW0592  VERT ORDER  -  FIRST     CLASS II
 JW0592
 JW0592.The horizontal coordinates were scaled from a topographic map and have
 JW0592.an estimated accuracy of +/- 6 seconds.
 JW0592
 JW0592.The orthometric height was determined by differential leveling
 JW0592.and adjusted by the National Geodetic Survey in June 1991..
 JW0592
 JW0592.The geoid height was determined by GEOID03.
 JW0592
 JW0592.The dynamic height is computed by dividing the NAVD 88
 JW0592.geopotential number by the normal gravity value computed on the
 JW0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0592.degrees latitude (g = 980.6199 gals.).
 JW0592
 JW0592.The modeled gravity was interpolated from observed gravity values.
 JW0592
 JW0592;                    North         East    Units  Estimated Accuracy
 JW0592;SPC PA S     -    65,670.      451,920.      MT  (+/- 180 meters Scaled)
 JW0592
 JW0592                          SUPERSEDED SURVEY CONTROL
 JW0592
 JW0592  NGVD 29 (??/??/92)  340.127  (m)         1115.90   (f) ADJ UNCH    1 2
 JW0592
 JW0592.Superseded values are not recommended for survey control.
 JW0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0592.See file dsdata.txt to determine how the superseded data were derived.
 JW0592
 JW0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE297190(NAD 83)
 JW0592_MARKER: DB = BENCH MARK DISK
 JW0592_SETTING: 80 = SET IN A BOULDER
 JW0592_SP_SET: BOULDER
 JW0592_STAMPING: G 128 1941
 JW0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0592+STABILITY: SURFACE MOTION
 JW0592
 JW0592  HISTORY     - Date     Condition        Report By
 JW0592  HISTORY     - 1941     MONUMENTED       CGS
 JW0592
 JW0592                          STATION DESCRIPTION
 JW0592
 JW0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0592'3.8 MI NW FROM OHIOPYLE.
 JW0592'3.8 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0592'STATION AT OHIOPYLE, FAYETTE COUNTY, AT THE WEST END OF A CURVE,
 JW0592'20.8 FEET NORTH OF THE NORTH RAIL OF THE EAST BOUND TRACK, 10.5
 JW0592'FEET SOUTHWEST OF THE THIRD POLE EAST OF A NO. 30 SIGNPOST, IN
 JW0592'THE TOP OF A LARGE BOULDER, AND 0.5 FOOT BELOW THE TRACK.  A
 JW0592'STANDARD DISK, STAMPED G 128 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1013 ***********************************************************************
 JW1013  DESIGNATION -  G 129
 JW1013  PID         -  JW1013
 JW1013  STATE/COUNTY-  PA/FAYETTE
 JW1013  USGS QUAD   -  SOUTH CONNELLSVILLE (1973)
 JW1013
 JW1013                         *CURRENT SURVEY CONTROL
 JW1013  ___________________________________________________________________
 JW1013* NAD 83(1986)-  39 59 42.     (N)    079 35 37.     (W)     SCALED    
 JW1013* NAVD 88     -       277.406  (meters)     910.12   (feet)  ADJUSTED  
 JW1013  ___________________________________________________________________
 JW1013  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 JW1013  DYNAMIC HT  -         277.249 (meters)     909.61  (feet)  COMP
 JW1013  MODELED GRAV-     980,051.4   (mgal)                       NAVD 88
 JW1013
 JW1013  VERT ORDER  -  FIRST     CLASS II
 JW1013
 JW1013.The horizontal coordinates were scaled from a topographic map and have
 JW1013.an estimated accuracy of +/- 6 seconds.
 JW1013
 JW1013.The orthometric height was determined by differential leveling
 JW1013.and adjusted by the National Geodetic Survey in June 1991..
 JW1013
 JW1013.The geoid height was determined by GEOID03.
 JW1013
 JW1013.The dynamic height is computed by dividing the NAVD 88
 JW1013.geopotential number by the normal gravity value computed on the
 JW1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1013.degrees latitude (g = 980.6199 gals.).
 JW1013
 JW1013.The modeled gravity was interpolated from observed gravity values.
 JW1013
 JW1013;                    North         East    Units  Estimated Accuracy
 JW1013;SPC PA S     -    75,110.      442,570.      MT  (+/- 180 meters Scaled)
 JW1013
 JW1013                          SUPERSEDED SURVEY CONTROL
 JW1013
 JW1013  NGVD 29 (??/??/92)  277.584  (m)          910.71   (f) ADJ UNCH    1 2
 JW1013
 JW1013.Superseded values are not recommended for survey control.
 JW1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1013.See file dsdata.txt to determine how the superseded data were derived.
 JW1013
 JW1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE200281(NAD 83)
 JW1013_MARKER: DB = BENCH MARK DISK
 JW1013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW1013_SP_SET: ABUTMENT
 JW1013_STAMPING: G 129 1941
 JW1013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1013
 JW1013  HISTORY     - Date     Condition        Report By
 JW1013  HISTORY     - 1941     MONUMENTED       CGS
 JW1013
 JW1013                          STATION DESCRIPTION
 JW1013
 JW1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW1013'2.2 MI NE FROM DUNBAR.
 JW1013'2.2 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW1013'THE STATION AT DUNBAR, FAYETTE COUNTY, AT A LARGE STEEL BRIDGE
 JW1013'OVER THE YOUGHIOGHENY RIVER, IN THE TOP OF THE NORTHEAST ABUTMENT,
 JW1013'AND 7.2 FEET WEST OF THE WEST RAIL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0012 ***********************************************************************
 ND0012  DESIGNATION -  G 13
 ND0012  PID         -  ND0012
 ND0012  STATE/COUNTY-  PA/ERIE
 ND0012  USGS QUAD   -  ERIE SOUTH (1996)
 ND0012
 ND0012                         *CURRENT SURVEY CONTROL
 ND0012  ___________________________________________________________________
 ND0012* NAD 83(1986)-  42 06 57.     (N)    080 05 51.     (W)     SCALED    
 ND0012* NAVD 88     -       213.085  (meters)     699.10   (feet)  ADJUSTED  
 ND0012  ___________________________________________________________________
 ND0012  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 ND0012  DYNAMIC HT  -         213.008 (meters)     698.84  (feet)  COMP
 ND0012  MODELED GRAV-     980,258.7   (mgal)                       NAVD 88
 ND0012
 ND0012  VERT ORDER  -  FIRST     CLASS II
 ND0012
 ND0012.The horizontal coordinates were scaled from a topographic map and have
 ND0012.an estimated accuracy of +/- 6 seconds.
 ND0012
 ND0012.The orthometric height was determined by differential leveling
 ND0012.and adjusted by the National Geodetic Survey in June 1991..
 ND0012
 ND0012.The geoid height was determined by GEOID03.
 ND0012
 ND0012.The dynamic height is computed by dividing the NAVD 88
 ND0012.geopotential number by the normal gravity value computed on the
 ND0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0012.degrees latitude (g = 980.6199 gals.).
 ND0012
 ND0012.The modeled gravity was interpolated from observed gravity values.
 ND0012
 ND0012;                    North         East    Units  Estimated Accuracy
 ND0012;SPC PA N     -   219,100.      405,880.      MT  (+/- 180 meters Scaled)
 ND0012
 ND0012                          SUPERSEDED SURVEY CONTROL
 ND0012
 ND0012  NGVD 29 (06/03/92)  213.265  (m)          699.69   (f) ADJUSTED    1 2
 ND0012
 ND0012.Superseded values are not recommended for survey control.
 ND0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0012.See file dsdata.txt to determine how the superseded data were derived.
 ND0012
 ND0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG746630(NAD 83)
 ND0012_MARKER: DB = BENCH MARK DISK
 ND0012_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ND0012_SP_SET: STEP
 ND0012_STAMPING: G 13 1934
 ND0012_MARK LOGO: CGS   
 ND0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ND0012
 ND0012  HISTORY     - Date     Condition        Report By
 ND0012  HISTORY     - 1934     MONUMENTED       CGS
 ND0012  HISTORY     - 1961     GOOD             NGS
 ND0012  HISTORY     - 1971     GOOD             NGS
 ND0012  HISTORY     - 1981     GOOD             NGS
 ND0012
 ND0012                          STATION DESCRIPTION
 ND0012
 ND0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ND0012'0.9 MI W FROM ERIE.
 ND0012'0.9 MILE WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION
 ND0012'AT ERIE, ERIE COUNTY, AT BRIDGE NO. 257 OVER LIBERTY STREET, AT THE
 ND0012'SOUTH END OF THE WEST ABUTMENT, IN THE TOP OF THE TOP STEP, 22 FEET
 ND0012'SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, AND LEVEL WITH THE TOP
 ND0012'OF THE RAIL. A STANDARD DISK, STAMPED G 13 1934.
 ND0012
 ND0012                          STATION RECOVERY (1971)
 ND0012
 ND0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ND0012'RECOVERED IN GOOD CONDITION.
 ND0012
 ND0012                          STATION RECOVERY (1981)
 ND0012
 ND0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 ND0012'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 ND0012'IN ERIE, AT THE CONRAIL (AMTRACK) RAILROAD BRIDGE OVER LIBERTY STREET,
 ND0012'1.4 KILOMETER (0.9 MILE) WEST OF THE AMTRACK PASSENGER STATION, THE
 ND0012'MARK IS IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST ABUTMENT OF
 ND0012'THE BRIDGE, 14.63 METERS (48.0 FEET) SOUTHEAST OF THE SOUTHEAST RAIL
 ND0012'AND 0.60 METER (2.0 FEET) SOUTHEAST OF THE NORTHEAST END OF THE
 ND0012'SOUTHEAST METAL PIPE GUARDRAIL OF THE BRIDGE.
 ND0012'THE MARK IS ABOVE LEVEL WITH THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1283 ***********************************************************************
 KX1283  DESIGNATION -  G 132
 KX1283  PID         -  KX1283
 KX1283  STATE/COUNTY-  PA/WASHINGTON
 KX1283  USGS QUAD   -  CALIFORNIA (1979)
 KX1283
 KX1283                         *CURRENT SURVEY CONTROL
 KX1283  ___________________________________________________________________
 KX1283* NAD 83(1986)-  40 03 36.     (N)    079 52 53.     (W)     SCALED    
 KX1283* NAVD 88     -       234.573  (meters)     769.59   (feet)  ADJUSTED  
 KX1283  ___________________________________________________________________
 KX1283  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KX1283  DYNAMIC HT  -         234.444 (meters)     769.17  (feet)  COMP
 KX1283  MODELED GRAV-     980,072.0   (mgal)                       NAVD 88
 KX1283
 KX1283  VERT ORDER  -  FIRST     CLASS II
 KX1283
 KX1283.The horizontal coordinates were scaled from a topographic map and have
 KX1283.an estimated accuracy of +/- 6 seconds.
 KX1283
 KX1283.The orthometric height was determined by differential leveling
 KX1283.and adjusted by the National Geodetic Survey in June 1991..
 KX1283
 KX1283.The geoid height was determined by GEOID03.
 KX1283
 KX1283.The dynamic height is computed by dividing the NAVD 88
 KX1283.geopotential number by the normal gravity value computed on the
 KX1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1283.degrees latitude (g = 980.6199 gals.).
 KX1283
 KX1283.The modeled gravity was interpolated from observed gravity values.
 KX1283
 KX1283;                    North         East    Units  Estimated Accuracy
 KX1283;SPC PA S     -    82,880.      418,170.      MT  (+/- 180 meters Scaled)
 KX1283
 KX1283                          SUPERSEDED SURVEY CONTROL
 KX1283
 KX1283  NGVD 29 (??/??/92)  234.761  (m)          770.21   (f) ADJ UNCH    1 2
 KX1283
 KX1283.Superseded values are not recommended for survey control.
 KX1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1283.See file dsdata.txt to determine how the superseded data were derived.
 KX1283
 KX1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE954350(NAD 83)
 KX1283_MARKER: DB = BENCH MARK DISK
 KX1283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1283_SP_SET: SIGNAL TOWER BASE
 KX1283_STAMPING: G 132 1941
 KX1283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1283
 KX1283  HISTORY     - Date     Condition        Report By
 KX1283  HISTORY     - 1941     MONUMENTED       CGS
 KX1283  HISTORY     - 1983     MARK NOT FOUND   NGS
 KX1283
 KX1283                          STATION DESCRIPTION
 KX1283
 KX1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1283'0.8 MI SE FROM CALIFORNIA.
 KX1283'0.8 MILE SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX1283'AT CALIFORNIA, 32-1/2 RAILS NORTHWEST OF MILEPOST 50, 7.2
 KX1283'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK,
 KX1283'11 FEET NORTHEAST OF THE CENTERLINE OF A ROAD PARALLELING THE
 KX1283'TRACK, AND IN THE NORTH CORNER OF A SIGNAL-TOWER BASE.  A
 KX1283'STANDARD DISK, STAMPED G 132 1941.
 KX1283
 KX1283                          STATION RECOVERY (1983)
 KX1283
 KX1283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1283'NOT RECOVERED, BELIEVED DESTROYED AS NO SIGNAL BASE WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1307 ***********************************************************************
 KX1307  DESIGNATION -  G 133
 KX1307  PID         -  KX1307
 KX1307  STATE/COUNTY-  PA/WASHINGTON
 KX1307  USGS QUAD   -  MONONGAHELA (1993)
 KX1307
 KX1307                         *CURRENT SURVEY CONTROL
 KX1307  ___________________________________________________________________
 KX1307* NAD 83(1986)-  40 14 59.     (N)    079 55 22.     (W)     SCALED    
 KX1307* NAVD 88     -       231.443  (meters)     759.33   (feet)  ADJUSTED  
 KX1307  ___________________________________________________________________
 KX1307  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KX1307  DYNAMIC HT  -         231.322 (meters)     758.93  (feet)  COMP
 KX1307  MODELED GRAV-     980,095.2   (mgal)                       NAVD 88
 KX1307
 KX1307  VERT ORDER  -  FIRST     CLASS II
 KX1307
 KX1307.The horizontal coordinates were scaled from a topographic map and have
 KX1307.an estimated accuracy of +/- 6 seconds.
 KX1307
 KX1307.The orthometric height was determined by differential leveling
 KX1307.and adjusted by the National Geodetic Survey in June 1991..
 KX1307
 KX1307.The geoid height was determined by GEOID03.
 KX1307
 KX1307.The dynamic height is computed by dividing the NAVD 88
 KX1307.geopotential number by the normal gravity value computed on the
 KX1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1307.degrees latitude (g = 980.6199 gals.).
 KX1307
 KX1307.The modeled gravity was interpolated from observed gravity values.
 KX1307
 KX1307;                    North         East    Units  Estimated Accuracy
 KX1307;SPC PA S     -   104,030.      415,160.      MT  (+/- 180 meters Scaled)
 KX1307
 KX1307                          SUPERSEDED SURVEY CONTROL
 KX1307
 KX1307  NGVD 29 (??/??/92)  231.616  (m)          759.89   (f) ADJ UNCH    1 2
 KX1307
 KX1307.Superseded values are not recommended for survey control.
 KX1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1307.See file dsdata.txt to determine how the superseded data were derived.
 KX1307
 KX1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE916560(NAD 83)
 KX1307_MARKER: DB = BENCH MARK DISK
 KX1307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1307_SP_SET: SIGNAL TOWER BASE
 KX1307_STAMPING: G 133 1941
 KX1307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1307
 KX1307  HISTORY     - Date     Condition        Report By
 KX1307  HISTORY     - 1941     MONUMENTED       CGS
 KX1307  HISTORY     - 1983     MARK NOT FOUND   NGS
 KX1307
 KX1307                          STATION DESCRIPTION
 KX1307
 KX1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1307'4 MI S FROM CLAIRTON.
 KX1307'IN WASHINGTON COUNTY, 4.0 MILES SOUTH ALONG THE PENNSYLVANIA
 KX1307'RAILROAD FROM THE STATION AT CLAIRTON, ALLEGHENY COUNTY, 0.2 MILE
 KX1307'SOUTHWEST OF MILEPOST 23, 7 FEET NORTHWEST OF THE NORTHWEST RAIL
 KX1307'OF THE NORTHWEST TRACK, 75 FEET SOUTHEAST OF A ROAD PARALLELING
 KX1307'THE TRACK, AND IN THE EAST CORNER OF SIGNAL TOWER 233.  A STANDARD
 KX1307'DISK, STAMPED G 133 1941.
 KX1307
 KX1307                          STATION RECOVERY (1983)
 KX1307
 KX1307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1307'NOT RECOVERED, ASSUMED DESTROYED AS THE SIGNAL BASE IN NOW ROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1510 ***********************************************************************
 KX1510  DESIGNATION -  G 134
 KX1510  PID         -  KX1510
 KX1510  STATE/COUNTY-  PA/ARMSTRONG
 KX1510  USGS QUAD   -  KITTANNING (1993)
 KX1510
 KX1510                         *CURRENT SURVEY CONTROL
 KX1510  ___________________________________________________________________
 KX1510* NAD 83(1986)-  40 50 38.     (N)    079 31 28.     (W)     SCALED    
 KX1510* NAVD 88     -       245.264  (meters)     804.67   (feet)  ADJUSTED  
 KX1510  ___________________________________________________________________
 KX1510  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KX1510  DYNAMIC HT  -         245.144 (meters)     804.28  (feet)  COMP
 KX1510  MODELED GRAV-     980,129.1   (mgal)                       NAVD 88
 KX1510
 KX1510  VERT ORDER  -  FIRST     CLASS II
 KX1510
 KX1510.The horizontal coordinates were scaled from a topographic map and have
 KX1510.an estimated accuracy of +/- 6 seconds.
 KX1510
 KX1510.The orthometric height was determined by differential leveling
 KX1510.and adjusted by the National Geodetic Survey in June 1991..
 KX1510
 KX1510.The geoid height was determined by GEOID03.
 KX1510
 KX1510.The dynamic height is computed by dividing the NAVD 88
 KX1510.geopotential number by the normal gravity value computed on the
 KX1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1510.degrees latitude (g = 980.6199 gals.).
 KX1510
 KX1510.The modeled gravity was interpolated from observed gravity values.
 KX1510
 KX1510;                    North         East    Units  Estimated Accuracy
 KX1510;SPC PA S     -   169,230.      450,370.      MT  (+/- 180 meters Scaled)
 KX1510
 KX1510                          SUPERSEDED SURVEY CONTROL
 KX1510
 KX1510  NGVD 29 (??/??/92)  245.444  (m)          805.26   (f) ADJ UNCH    1 2
 KX1510
 KX1510.Superseded values are not recommended for survey control.
 KX1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1510.See file dsdata.txt to determine how the superseded data were derived.
 KX1510
 KX1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF243224(NAD 83)
 KX1510_MARKER: DB = BENCH MARK DISK
 KX1510_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1510_SP_SET: SIGNAL TOWER BASE
 KX1510_STAMPING: G 134 1941
 KX1510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1510
 KX1510  HISTORY     - Date     Condition        Report By
 KX1510  HISTORY     - 1941     MONUMENTED       CGS
 KX1510  HISTORY     - 20050901 MARK NOT FOUND   PADT
 KX1510
 KX1510                          STATION DESCRIPTION
 KX1510
 KX1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1510'2.8 MI SW FROM MOSGROVE.
 KX1510'2.8 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1510'STATION AT MOSGROVE, ARMSTRONG COUNTY, 175 FEET DOWNSTREAM FROM
 KX1510'THE ABANDONED STATION RG, 110 FEET UPSTREAM FROM THE NORTHBOUND
 KX1510'SIGNAL LIGHT, 85 FEET DOWNSTREAM FROM A SMALL STREAM, IN AN
 KX1510'ABANDONED SIGNAL TOWER BASE, AND 1.5 FEET BELOW THE TOP OF THE
 KX1510'RAIL.  A STANDARD DISK, STAMPED G 134 1941.
 KX1510
 KX1510                          STATION RECOVERY (2005)
 KX1510
 KX1510'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 KX1510'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0101 ***********************************************************************
 ND0101  DESIGNATION -  G 135
 ND0101  PID         -  ND0101
 ND0101  STATE/COUNTY-  PA/ERIE
 ND0101  USGS QUAD   -  ERIE SOUTH (1996)
 ND0101
 ND0101                         *CURRENT SURVEY CONTROL
 ND0101  ___________________________________________________________________
 ND0101* NAD 83(1986)-  42 03 42.     (N)    080 01 21.     (W)     SCALED    
 ND0101* NAVD 88     -       351.361  (meters)    1152.76   (feet)  ADJUSTED  
 ND0101  ___________________________________________________________________
 ND0101  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 ND0101  DYNAMIC HT  -         351.227 (meters)    1152.32  (feet)  COMP
 ND0101  MODELED GRAV-     980,230.3   (mgal)                       NAVD 88
 ND0101
 ND0101  VERT ORDER  -  FIRST     CLASS II
 ND0101
 ND0101.The horizontal coordinates were scaled from a topographic map and have
 ND0101.an estimated accuracy of +/- 6 seconds.
 ND0101
 ND0101.The orthometric height was determined by differential leveling
 ND0101.and adjusted by the National Geodetic Survey in June 1991..
 ND0101.WARNING-Repeat measurements at this control monument indicate possible
 ND0101.vertical movement.
 ND0101
 ND0101.The geoid height was determined by GEOID03.
 ND0101
 ND0101.The dynamic height is computed by dividing the NAVD 88
 ND0101.geopotential number by the normal gravity value computed on the
 ND0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0101.degrees latitude (g = 980.6199 gals.).
 ND0101
 ND0101.The modeled gravity was interpolated from observed gravity values.
 ND0101
 ND0101;                    North         East    Units  Estimated Accuracy
 ND0101;SPC PA N     -   212,920.      411,920.      MT  (+/- 180 meters Scaled)
 ND0101
 ND0101                          SUPERSEDED SURVEY CONTROL
 ND0101
 ND0101  NGVD 29 (??/??/92)  351.580  (m)         1153.48   (f) ADJ UNCH    1 2
 ND0101
 ND0101.Superseded values are not recommended for survey control.
 ND0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0101.See file dsdata.txt to determine how the superseded data were derived.
 ND0101
 ND0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG808570(NAD 83)
 ND0101_MARKER: DB = BENCH MARK DISK
 ND0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ND0101_SP_SET: CULVERT
 ND0101_STAMPING: G 135 1941
 ND0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ND0101
 ND0101  HISTORY     - Date     Condition        Report By
 ND0101  HISTORY     - 1941     MONUMENTED       CGS
 ND0101  HISTORY     - 1961     GOOD             NGS
 ND0101
 ND0101                          STATION DESCRIPTION
 ND0101
 ND0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ND0101'10.0 MI S FROM ERIE.
 ND0101'10.0 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 ND0101'AT ERIE, ERIE COUNTY, 9 RAILS SOUTH OF MILEPOST 10, MIDWAY BETWEEN
 ND0101'TWO CROSSINGS, AT A STONE CULVERT, IN THE SOUTH CORNER OF THE EAST
 ND0101'ABUTMENT, 8.8 FEET EAST OF THE EAST RAIL, AND 2 FEET LOWER THAN THE
 ND0101'RAIL. A STANDARD DISK, STAMPED G 135 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1459 ***********************************************************************
 KX1459  DESIGNATION -  G 136
 KX1459  PID         -  KX1459
 KX1459  STATE/COUNTY-  PA/ALLEGHENY
 KX1459  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1459
 KX1459                         *CURRENT SURVEY CONTROL
 KX1459  ___________________________________________________________________
 KX1459* NAD 83(1986)-  40 27 28.     (N)    079 57 09.     (W)     SCALED    
 KX1459* NAVD 88     -       242.993  (meters)     797.22   (feet)  ADJUSTED  
 KX1459  ___________________________________________________________________
 KX1459  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KX1459  DYNAMIC HT  -         242.867 (meters)     796.81  (feet)  COMP
 KX1459  MODELED GRAV-     980,103.7   (mgal)                       NAVD 88
 KX1459
 KX1459  VERT ORDER  -  FIRST     CLASS II
 KX1459
 KX1459.The horizontal coordinates were scaled from a topographic map and have
 KX1459.an estimated accuracy of +/- 6 seconds.
 KX1459
 KX1459.The orthometric height was determined by differential leveling
 KX1459.and adjusted by the National Geodetic Survey in June 1991..
 KX1459
 KX1459.The geoid height was determined by GEOID03.
 KX1459
 KX1459.The dynamic height is computed by dividing the NAVD 88
 KX1459.geopotential number by the normal gravity value computed on the
 KX1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1459.degrees latitude (g = 980.6199 gals.).
 KX1459
 KX1459.The modeled gravity was interpolated from observed gravity values.
 KX1459
 KX1459;                    North         East    Units  Estimated Accuracy
 KX1459;SPC PA S     -   127,180.      413,210.      MT  (+/- 180 meters Scaled)
 KX1459
 KX1459                          SUPERSEDED SURVEY CONTROL
 KX1459
 KX1459  NGVD 29 (??/??/92)  243.157  (m)          797.76   (f) ADJ UNCH    1 2
 KX1459
 KX1459.Superseded values are not recommended for survey control.
 KX1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1459.See file dsdata.txt to determine how the superseded data were derived.
 KX1459
 KX1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE888790(NAD 83)
 KX1459_MARKER: DB = BENCH MARK DISK
 KX1459_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1459_SP_SET: ABUTMENT
 KX1459_STAMPING: G 136 1941
 KX1459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1459_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KX1459+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 KX1459
 KX1459  HISTORY     - Date     Condition        Report By
 KX1459  HISTORY     - 1941     MONUMENTED       CGS
 KX1459  HISTORY     - 20060405 GOOD             PADT
 KX1459
 KX1459                          STATION DESCRIPTION
 KX1459
 KX1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1459'AT PITTSBURGH.
 KX1459'AT PITTSBURGH, ALLEGHENY COUNTY, ON THE BALTIMORE AND OHIO
 KX1459'RAILROAD, ABOUT 0.2 MILE NORTH OF THE CENTER AVENUE BRIDGE OVER
 KX1459'THE B. AND O.R.R. TRACK, AT THE B. AND O.R.R. CROSSING OVER THE
 KX1459'PENNSYLVANIA RAILROAD TRACK, IN THE NORTH END OF THE WEST
 KX1459'ABUTMENT, 5.9 FEET WEST OF THE WEST RAIL OF THE B. AND O.R.R.
 KX1459'TRACK, AND ABOUT 2.6 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 KX1459'STAMPED G 136 1941.
 KX1459
 KX1459                          STATION RECOVERY (2006)
 KX1459
 KX1459'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (JW)
 KX1459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0863 ***********************************************************************
 KX0863  DESIGNATION -  G 137
 KX0863  PID         -  KX0863
 KX0863  STATE/COUNTY-  PA/INDIANA
 KX0863  USGS QUAD   -  AVONMORE (1998)
 KX0863
 KX0863                         *CURRENT SURVEY CONTROL
 KX0863  ___________________________________________________________________
 KX0863* NAD 83(1986)-  40 31 23.     (N)    079 27 17.     (W)     SCALED    
 KX0863* NAVD 88     -       257.215  (meters)     843.88   (feet)  ADJUSTED  
 KX0863  ___________________________________________________________________
 KX0863  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KX0863  DYNAMIC HT  -         257.082 (meters)     843.44  (feet)  COMP
 KX0863  MODELED GRAV-     980,100.5   (mgal)                       NAVD 88
 KX0863
 KX0863  VERT ORDER  -  FIRST     CLASS II
 KX0863
 KX0863.The horizontal coordinates were scaled from a topographic map and have
 KX0863.an estimated accuracy of +/- 6 seconds.
 KX0863
 KX0863.The orthometric height was determined by differential leveling
 KX0863.and adjusted by the National Geodetic Survey in June 1991..
 KX0863
 KX0863.The geoid height was determined by GEOID03.
 KX0863
 KX0863.The dynamic height is computed by dividing the NAVD 88
 KX0863.geopotential number by the normal gravity value computed on the
 KX0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0863.degrees latitude (g = 980.6199 gals.).
 KX0863
 KX0863.The modeled gravity was interpolated from observed gravity values.
 KX0863
 KX0863;                    North         East    Units  Estimated Accuracy
 KX0863;SPC PA S     -   133,500.      455,560.      MT  (+/- 180 meters Scaled)
 KX0863
 KX0863                          SUPERSEDED SURVEY CONTROL
 KX0863
 KX0863  NGVD 29 (??/??/92)  257.394  (m)          844.47   (f) ADJ UNCH    1 2
 KX0863
 KX0863.Superseded values are not recommended for survey control.
 KX0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0863.See file dsdata.txt to determine how the superseded data were derived.
 KX0863
 KX0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE308869(NAD 83)
 KX0863_MARKER: DB = BENCH MARK DISK
 KX0863_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0863_SP_SET: SIGNAL BASE
 KX0863_STAMPING: G 137 1941
 KX0863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0863
 KX0863  HISTORY     - Date     Condition        Report By
 KX0863  HISTORY     - 1941     MONUMENTED       CGS
 KX0863
 KX0863                          STATION DESCRIPTION
 KX0863
 KX0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX0863'18.4 MI NW FROM TORRANCE.
 KX0863'IN INDIANA COUNTY, ABOUT 18.4 MILES NORTHWEST ALONG THE PENNSYLVANIA
 KX0863'RAILROAD FROM TORRANCE, WESTMORELAND COUNTY, ABOUT 0.4 MILE
 KX0863'DOWNSTREAM FROM MILEPOST 25, ABOUT 0.1 MILE UPSTREAM FROM EDRI,
 KX0863'IN THE TOP OF AN ABANDONED SIGNAL BASE, 22 FEET UPSTREAM FROM A
 KX0863'BATTERY BOX, 7.3 FEET LANDWARD OF THE LAND RAIL, AND ABOUT LEVEL
 KX0863'WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED G 137 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1228 ***********************************************************************
 MA1228  DESIGNATION -  G 138
 MA1228  PID         -  MA1228
 MA1228  STATE/COUNTY-  PA/VENANGO
 MA1228  USGS QUAD   -  KENNERDELL (1981)
 MA1228
 MA1228                         *CURRENT SURVEY CONTROL
 MA1228  ___________________________________________________________________
 MA1228* NAD 83(1986)-  41 16 41.     (N)    079 48 00.     (W)     SCALED    
 MA1228* NAVD 88     -       285.117  (meters)     935.42   (feet)  ADJUSTED  
 MA1228  ___________________________________________________________________
 MA1228  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 MA1228  DYNAMIC HT  -         284.984 (meters)     934.99  (feet)  COMP
 MA1228  MODELED GRAV-     980,151.3   (mgal)                       NAVD 88
 MA1228
 MA1228  VERT ORDER  -  FIRST     CLASS II
 MA1228
 MA1228.The horizontal coordinates were scaled from a topographic map and have
 MA1228.an estimated accuracy of +/- 6 seconds.
 MA1228
 MA1228.The orthometric height was determined by differential leveling
 MA1228.and adjusted by the National Geodetic Survey in June 1991..
 MA1228
 MA1228.The geoid height was determined by GEOID03.
 MA1228
 MA1228.The dynamic height is computed by dividing the NAVD 88
 MA1228.geopotential number by the normal gravity value computed on the
 MA1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1228.degrees latitude (g = 980.6199 gals.).
 MA1228
 MA1228.The modeled gravity was interpolated from observed gravity values.
 MA1228
 MA1228;                    North         East    Units  Estimated Accuracy
 MA1228;SPC PA N     -   125,460.      428,270.      MT  (+/- 180 meters Scaled)
 MA1228
 MA1228                          SUPERSEDED SURVEY CONTROL
 MA1228
 MA1228  NGVD 29 (??/??/92)  285.287  (m)          935.98   (f) ADJ UNCH    1 2
 MA1228
 MA1228.Superseded values are not recommended for survey control.
 MA1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1228.See file dsdata.txt to determine how the superseded data were derived.
 MA1228
 MA1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF004703(NAD 83)
 MA1228_MARKER: DB = BENCH MARK DISK
 MA1228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1228_SP_SET: SIGNAL BASE
 MA1228_STAMPING: G 138 1941
 MA1228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1228
 MA1228  HISTORY     - Date     Condition        Report By
 MA1228  HISTORY     - 1941     MONUMENTED       CGS
 MA1228
 MA1228                          STATION DESCRIPTION
 MA1228
 MA1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA1228'2.3 MI N FROM ST GEORGE.
 MA1228'2.3 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM ST. GEORGE,
 MA1228'VENANGO COUNTY, 0.8 MILE DOWNSTREAM FROM THE KENNERDEL TUNNEL,
 MA1228'0.3 MILE UPSTREAM FROM MILEPOST 104, 14 FEET LANDWARD OF THE LAND
 MA1228'RAIL, 5 FEET LANDWARD OF THE RAILROAD BOARD SIGNAL, AND IN THE
 MA1228'TOP OF AN ABANDONED SIGNAL BASE.  A STANDARD DISK, STAMPED G
 MA1228'138 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0795 ***********************************************************************
 MA0795  DESIGNATION -  G 139
 MA0795  PID         -  MA0795
 MA0795  STATE/COUNTY-  PA/WARREN
 MA0795  USGS QUAD   -  YOUNGSVILLE (1981)
 MA0795
 MA0795                         *CURRENT SURVEY CONTROL
 MA0795  ___________________________________________________________________
 MA0795* NAD 83(1986)-  41 46 08.     (N)    079 17 24.     (W)     SCALED    
 MA0795* NAVD 88     -       349.184  (meters)    1145.61   (feet)  ADJUSTED  
 MA0795  ___________________________________________________________________
 MA0795  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 MA0795  DYNAMIC HT  -         349.032 (meters)    1145.12  (feet)  COMP
 MA0795  MODELED GRAV-     980,178.2   (mgal)                       NAVD 88
 MA0795
 MA0795  VERT ORDER  -  FIRST     CLASS II
 MA0795
 MA0795.The horizontal coordinates were scaled from a topographic map and have
 MA0795.an estimated accuracy of +/- 6 seconds.
 MA0795
 MA0795.The orthometric height was determined by differential leveling
 MA0795.and adjusted by the National Geodetic Survey in June 1991..
 MA0795
 MA0795.The geoid height was determined by GEOID03.
 MA0795
 MA0795.The dynamic height is computed by dividing the NAVD 88
 MA0795.geopotential number by the normal gravity value computed on the
 MA0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0795.degrees latitude (g = 980.6199 gals.).
 MA0795
 MA0795.The modeled gravity was interpolated from observed gravity values.
 MA0795
 MA0795;                    North         East    Units  Estimated Accuracy
 MA0795;SPC PA N     -   179,070.      471,960.      MT  (+/- 180 meters Scaled)
 MA0795
 MA0795                          SUPERSEDED SURVEY CONTROL
 MA0795
 MA0795  NGVD 29 (??/??/92)  349.343  (m)         1146.14   (f) ADJ UNCH    1 2
 MA0795
 MA0795.Superseded values are not recommended for survey control.
 MA0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0795.See file dsdata.txt to determine how the superseded data were derived.
 MA0795
 MA0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG421255(NAD 83)
 MA0795_MARKER: DB = BENCH MARK DISK
 MA0795_SETTING: 80 = SET IN A BOULDER
 MA0795_SP_SET: BOULDER
 MA0795_STAMPING: G 139 1941
 MA0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0795+STABILITY: SURFACE MOTION
 MA0795
 MA0795  HISTORY     - Date     Condition        Report By
 MA0795  HISTORY     - 1941     MONUMENTED       CGS
 MA0795  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 MA0795
 MA0795                          STATION DESCRIPTION
 MA0795
 MA0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA0795'5.1 MI S FROM IRVINETON.
 MA0795'ABOUT 5.1 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0795'IRVINETON, WARREN COUNTY, ABOUT 420 FEET NORTH OF A SMALL STREAM,
 MA0795'ABOUT 22 FEET WEST ACROSS THE TRACKS FROM MILEPOST 45, IN THE
 MA0795'TOP OF A BROWN BOULDER, ABOUT 50 FEET DOWN A STEEP BANK FROM
 MA0795'THE IRVINETON-TIDIOUTE ROAD, AND 8.2 FEET WEST OF THE WEST
 MA0795'RAIL.  A STANDARD DISK, STAMPED G 139 1941.
 MA0795
 MA0795                          STATION RECOVERY (2003)
 MA0795
 MA0795'RECOVERY NOTE BY US POWER SQUADRON 2003 (DW)
 MA0795'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1286 ***********************************************************************
 MA1286  DESIGNATION -  G 140
 MA1286  PID         -  MA1286
 MA1286  STATE/COUNTY-  PA/VENANGO
 MA1286  USGS QUAD   -  OIL CITY (1977)
 MA1286
 MA1286                         *CURRENT SURVEY CONTROL
 MA1286  ___________________________________________________________________
 MA1286* NAD 83(1986)-  41 26 31.     (N)    079 38 22.     (W)     SCALED    
 MA1286* NAVD 88     -       311.613  (meters)    1022.35   (feet)  ADJUSTED  
 MA1286  ___________________________________________________________________
 MA1286  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 MA1286  DYNAMIC HT  -         311.474 (meters)    1021.89  (feet)  COMP
 MA1286  MODELED GRAV-     980,167.2   (mgal)                       NAVD 88
 MA1286
 MA1286  VERT ORDER  -  FIRST     CLASS II
 MA1286
 MA1286.The horizontal coordinates were scaled from a topographic map and have
 MA1286.an estimated accuracy of +/- 6 seconds.
 MA1286
 MA1286.The orthometric height was determined by differential leveling
 MA1286.and adjusted by the National Geodetic Survey in June 1991..
 MA1286
 MA1286.The geoid height was determined by GEOID03.
 MA1286
 MA1286.The dynamic height is computed by dividing the NAVD 88
 MA1286.geopotential number by the normal gravity value computed on the
 MA1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1286.degrees latitude (g = 980.6199 gals.).
 MA1286
 MA1286.The modeled gravity was interpolated from observed gravity values.
 MA1286
 MA1286;                    North         East    Units  Estimated Accuracy
 MA1286;SPC PA N     -   143,350.      442,120.      MT  (+/- 180 meters Scaled)
 MA1286
 MA1286                          SUPERSEDED SURVEY CONTROL
 MA1286
 MA1286  NGVD 29 (??/??/92)  311.788  (m)         1022.92   (f) ADJ UNCH    1 2
 MA1286
 MA1286.Superseded values are not recommended for survey control.
 MA1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1286.See file dsdata.txt to determine how the superseded data were derived.
 MA1286
 MA1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF136887(NAD 83)
 MA1286_MARKER: DB = BENCH MARK DISK
 MA1286_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 MA1286_SP_SET: UNSPECIFIED ROCK
 MA1286_STAMPING: G 140 1941
 MA1286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1286
 MA1286  HISTORY     - Date     Condition        Report By
 MA1286  HISTORY     - 1941     MONUMENTED       CGS
 MA1286
 MA1286                          STATION DESCRIPTION
 MA1286
 MA1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA1286'4.1 MI W FROM OLEOPOLIS.
 MA1286'ABOUT 4.1 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA1286'STATION AT OLEOPOLIS, VENANGO COUNTY, ABOUT 480 FEET NORTH OF
 MA1286'THE NORTHEAST END OF A RAILROAD SWITCH, 18.0 FEET SOUTHWEST OF
 MA1286'MILEPOST 5, 32.0 FEET SOUTH OF A YARD-LIMIT SIGN, 46.6 FEET EAST
 MA1286'OF THE NORTHWEST END OF AN 8-INCH VITRIFIED PIPE CULVERT, AND
 MA1286'8.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL.  A STANDARD DISK,
 MA1286'STAMPED G 140 1941 AND SET IN A SANDSTONE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0936 ***********************************************************************
 KW0936  DESIGNATION -  G 141
 KW0936  PID         -  KW0936
 KW0936  STATE/COUNTY-  PA/DAUPHIN
 KW0936  USGS QUAD   -  HARRISBURG WEST (1987)
 KW0936
 KW0936                         *CURRENT SURVEY CONTROL
 KW0936  ___________________________________________________________________
 KW0936* NAD 83(1986)-  40 21 01.     (N)    076 54 45.     (W)     SCALED    
 KW0936* NAVD 88     -       106.281  (meters)     348.69   (feet)  ADJUSTED  
 KW0936  ___________________________________________________________________
 KW0936  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 KW0936  DYNAMIC HT  -         106.228 (meters)     348.52  (feet)  COMP
 KW0936  MODELED GRAV-     980,132.6   (mgal)                       NAVD 88
 KW0936
 KW0936  VERT ORDER  -  FIRST     CLASS II
 KW0936
 KW0936.The horizontal coordinates were scaled from a topographic map and have
 KW0936.an estimated accuracy of +/- 6 seconds.
 KW0936
 KW0936.The orthometric height was determined by differential leveling
 KW0936.and adjusted by the National Geodetic Survey in June 1991..
 KW0936
 KW0936.The geoid height was determined by GEOID03.
 KW0936
 KW0936.The dynamic height is computed by dividing the NAVD 88
 KW0936.geopotential number by the normal gravity value computed on the
 KW0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0936.degrees latitude (g = 980.6199 gals.).
 KW0936
 KW0936.The modeled gravity was interpolated from observed gravity values.
 KW0936
 KW0936;                    North         East    Units  Estimated Accuracy
 KW0936;SPC PA S     -   113,250.      671,150.      MT  (+/- 180 meters Scaled)
 KW0936
 KW0936                          SUPERSEDED SURVEY CONTROL
 KW0936
 KW0936  NGVD 29 (??/??/??)  106.503  (m)          349.42   (f) ADJUSTED    1 2
 KW0936
 KW0936.Superseded values are not recommended for survey control.
 KW0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0936.See file dsdata.txt to determine how the superseded data were derived.
 KW0936
 KW0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK375683(NAD 83)
 KW0936_MARKER: DB = BENCH MARK DISK
 KW0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0936_STAMPING: G 141 1941
 KW0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0936+STABILITY: SURFACE MOTION
 KW0936
 KW0936  HISTORY     - Date     Condition        Report By
 KW0936  HISTORY     - 1941     MONUMENTED       CGS
 KW0936  HISTORY     - 1956     MARK NOT FOUND   USGS
 KW0936  HISTORY     - 20010108 MARK NOT FOUND   PADT
 KW0936  HISTORY     - 20050514 MARK NOT FOUND   GEOCAC
 KW0936
 KW0936                          STATION DESCRIPTION
 KW0936
 KW0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW0936'1.2 MI SE FROM DAUPHIN.
 KW0936'ABOUT 1.2 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD
 KW0936'FROM THE STATION AT DUAPHIN, DAUPHIN COUNTY, ABOUT 0.9 MILE
 KW0936'NORTH OF ROCKVILLE, ABOUT 0.3 MILE NORTH OF OVERHEAD BRIDGE
 KW0936'91-71, DIRECTLY OPPOSITE MILEPOST 92, 35 FEET LANDWARD OF EAST
 KW0936'RAIL OF THE MAIN TRACK, 14.8 FEET RIVERWARD OF THE CENTER LINE
 KW0936'OF A COUNTRY ROAD, AND 54 FEET SOUTH OF A POLE.  A STANDARD DISK,
 KW0936'STAMPED G 141 1941 AND SET IN THE TOP OF A CONCRETE POST.
 KW0936
 KW0936                          STATION RECOVERY (1956)
 KW0936
 KW0936'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 KW0936'MARK NOT FOUND.
 KW0936
 KW0936                          STATION RECOVERY (2001)
 KW0936
 KW0936'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (SMM)
 KW0936'MARK NOT FOUND.
 KW0936
 KW0936                          STATION RECOVERY (2005)
 KW0936
 KW0936'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0936'PIPELINE RUNS ALONG TRACKS IN AREA WHERE MARK WOULD EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0036 ***********************************************************************
 MB0036  DESIGNATION -  G 142
 MB0036  PID         -  MB0036
 MB0036  STATE/COUNTY-  PA/CRAWFORD
 MB0036  USGS QUAD   -  CAMBRIDGE SPRINGS (1975)
 MB0036
 MB0036                         *CURRENT SURVEY CONTROL
 MB0036  ___________________________________________________________________
 MB0036* NAD 83(1986)-  41 48 12.     (N)    080 03 24.     (W)     SCALED    
 MB0036* NAVD 88     -       353.422  (meters)    1159.52   (feet)  ADJUSTED  
 MB0036  ___________________________________________________________________
 MB0036  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 MB0036  DYNAMIC HT  -         353.276 (meters)    1159.04  (feet)  COMP
 MB0036  MODELED GRAV-     980,201.3   (mgal)                       NAVD 88
 MB0036
 MB0036  VERT ORDER  -  FIRST     CLASS II
 MB0036
 MB0036.The horizontal coordinates were scaled from a topographic map and have
 MB0036.an estimated accuracy of +/- 6 seconds.
 MB0036
 MB0036.The orthometric height was determined by differential leveling
 MB0036.and adjusted by the National Geodetic Survey in June 1991..
 MB0036
 MB0036.The geoid height was determined by GEOID03.
 MB0036
 MB0036.The dynamic height is computed by dividing the NAVD 88
 MB0036.geopotential number by the normal gravity value computed on the
 MB0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0036.degrees latitude (g = 980.6199 gals.).
 MB0036
 MB0036.The modeled gravity was interpolated from observed gravity values.
 MB0036
 MB0036;                    North         East    Units  Estimated Accuracy
 MB0036;SPC PA N     -   184,310.      408,330.      MT  (+/- 180 meters Scaled)
 MB0036
 MB0036                          SUPERSEDED SURVEY CONTROL
 MB0036
 MB0036  NGVD 29 (??/??/92)  353.59   (m)         1160.1    (f) COMPUTED    1 2
 MB0036
 MB0036.Superseded values are not recommended for survey control.
 MB0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0036.See file dsdata.txt to determine how the superseded data were derived.
 MB0036
 MB0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG783283(NAD 83)
 MB0036_MARKER: DB = BENCH MARK DISK
 MB0036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0036_SP_SET: SIGNAL LIGHT BASE
 MB0036_STAMPING: G 142 1941
 MB0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0036
 MB0036  HISTORY     - Date     Condition        Report By
 MB0036  HISTORY     - 1941     MONUMENTED       CGS
 MB0036  HISTORY     - 1969     MARK NOT FOUND   LOCENG
 MB0036
 MB0036                          STATION DESCRIPTION
 MB0036
 MB0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MB0036'AT CAMBRIDGE SPRINGS.
 MB0036'AT CAMBRIDGE SPRINGS, 0.1 MILE EAST ALONG THE ERIE RAILROAD
 MB0036'FROM THE STATION, AT THE STOP SIGNAL LIGHT IN THE MIDDLE OF STATE
 MB0036'HIGHWAY 408, IN THE NORTHEAST END OF THE CONCRETE BASE, 8.3
 MB0036'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK,
 MB0036'AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 MB0036'STAMPED G 142 1941.
 MB0036
 MB0036                          STATION RECOVERY (1969)
 MB0036
 MB0036'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 MB0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1488 ***********************************************************************
 MA1488  DESIGNATION -  G 143
 MA1488  PID         -  MA1488
 MA1488  STATE/COUNTY-  PA/ERIE
 MA1488  USGS QUAD   -  CORRY (1993)
 MA1488
 MA1488                         *CURRENT SURVEY CONTROL
 MA1488  ___________________________________________________________________
 MA1488* NAD 83(1986)-  41 54 05.     (N)    079 44 44.     (W)     SCALED    
 MA1488* NAVD 88     -       420.992  (meters)    1381.20   (feet)  ADJUSTED  
 MA1488  ___________________________________________________________________
 MA1488  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 MA1488  DYNAMIC HT  -         420.816 (meters)    1380.63  (feet)  COMP
 MA1488  MODELED GRAV-     980,192.8   (mgal)                       NAVD 88
 MA1488
 MA1488  VERT ORDER  -  FIRST     CLASS II
 MA1488
 MA1488.The horizontal coordinates were scaled from a topographic map and have
 MA1488.an estimated accuracy of +/- 6 seconds.
 MA1488
 MA1488.The orthometric height was determined by differential leveling
 MA1488.and adjusted by the National Geodetic Survey in June 1991..
 MA1488
 MA1488.The geoid height was determined by GEOID03.
 MA1488
 MA1488.The dynamic height is computed by dividing the NAVD 88
 MA1488.geopotential number by the normal gravity value computed on the
 MA1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1488.degrees latitude (g = 980.6199 gals.).
 MA1488
 MA1488.The modeled gravity was interpolated from observed gravity values.
 MA1488
 MA1488;                    North         East    Units  Estimated Accuracy
 MA1488;SPC PA N     -   194,560.      434,430.      MT  (+/- 180 meters Scaled)
 MA1488
 MA1488                          SUPERSEDED SURVEY CONTROL
 MA1488
 MA1488  NGVD 29 (??/??/92)  421.144  (m)         1381.70   (f) ADJ UNCH    1 2
 MA1488
 MA1488.Superseded values are not recommended for survey control.
 MA1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1488.See file dsdata.txt to determine how the superseded data were derived.
 MA1488
 MA1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG040395(NAD 83)
 MA1488_MARKER: DB = BENCH MARK DISK
 MA1488_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1488_SP_SET: ABUTMENT
 MA1488_STAMPING: G 143 1941
 MA1488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1488
 MA1488  HISTORY     - Date     Condition        Report By
 MA1488  HISTORY     - 1941     MONUMENTED       CGS
 MA1488  HISTORY     - 1950     GOOD             NGS
 MA1488
 MA1488                          STATION DESCRIPTION
 MA1488
 MA1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA1488'AT ELGIN.
 MA1488'AT ELGIN, ERIE COUNTY, ABOUT 0.1 MILE SOUTHWEST OF THE
 MA1488'PENNSYLVANIA RAILROAD STATION, AT BRIDGE 31.37, 0.8 FOOT
 MA1488'NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT, 0.8
 MA1488'FOOT SOUTHWEST OF THE NORTHEAST EDGE, 7.7 FEET SOUTHEAST OF THE
 MA1488'SOUTHEAST RAIL OF THE TRACK, AND 2.3 FEET SOUTH OF THE SOUTHWEST
 MA1488'GUARDRAIL POST.  A STANDARD DISK, STAMPED G 143 1941.
 MA1488
 MA1488                          STATION RECOVERY (1950)
 MA1488
 MA1488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MA1488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0877 ***********************************************************************
 KW0877  DESIGNATION -  G 144
 KW0877  PID         -  KW0877
 KW0877  STATE/COUNTY-  PA/PERRY
 KW0877  USGS QUAD   -  HARRISBURG WEST (1987)
 KW0877
 KW0877                         *CURRENT SURVEY CONTROL
 KW0877  ___________________________________________________________________
 KW0877* NAD 83(1986)-  40 20 01.     (N)    076 55 19.     (W)     SCALED    
 KW0877* NAVD 88     -       109.816  (meters)     360.29   (feet)  ADJUSTED  
 KW0877  ___________________________________________________________________
 KW0877  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 KW0877  DYNAMIC HT  -         109.761 (meters)     360.11  (feet)  COMP
 KW0877  MODELED GRAV-     980,132.1   (mgal)                       NAVD 88
 KW0877
 KW0877  VERT ORDER  -  FIRST     CLASS I
 KW0877
 KW0877.The horizontal coordinates were scaled from a topographic map and have
 KW0877.an estimated accuracy of +/- 6 seconds.
 KW0877
 KW0877.The orthometric height was determined by differential leveling
 KW0877.and adjusted by the National Geodetic Survey in June 1991..
 KW0877.WARNING-Repeat measurements at this control monument indicate possible
 KW0877.vertical movement.
 KW0877
 KW0877.The geoid height was determined by GEOID03.
 KW0877
 KW0877.The dynamic height is computed by dividing the NAVD 88
 KW0877.geopotential number by the normal gravity value computed on the
 KW0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0877.degrees latitude (g = 980.6199 gals.).
 KW0877
 KW0877.The modeled gravity was interpolated from observed gravity values.
 KW0877
 KW0877;                    North         East    Units  Estimated Accuracy
 KW0877;SPC PA S     -   111,400.      670,360.      MT  (+/- 180 meters Scaled)
 KW0877
 KW0877                          SUPERSEDED SURVEY CONTROL
 KW0877
 KW0877  NGVD 29 (??/??/??)  110.033  (m)          361.00   (f) ADJUSTED    1 1
 KW0877
 KW0877.Superseded values are not recommended for survey control.
 KW0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0877.See file dsdata.txt to determine how the superseded data were derived.
 KW0877
 KW0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK367665(NAD 83)
 KW0877_MARKER: DB = BENCH MARK DISK
 KW0877_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0877_SP_SET: WALL
 KW0877_STAMPING: G 144 1941
 KW0877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0877
 KW0877  HISTORY     - Date     Condition        Report By
 KW0877  HISTORY     - 1941     MONUMENTED       CGS
 KW0877  HISTORY     - 1966     GOOD             CGS
 KW0877
 KW0877                          STATION DESCRIPTION
 KW0877
 KW0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0877'6.2 MI N FROM HARRISBURG.
 KW0877'ABOUT 6.15 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW0877'STATION AT HARRISBURG, ABOUT 0.25 MILE NORTHWEST OF A RAILROAD
 KW0877'JUNCTION, ABOUT 0.3 MILE NORTHWEST OF THE WEST END OF THE ROCKVILLE
 KW0877'RAILROAD BRIDGE OVER THE SUSQUEHANNA RIVER, SET IN THE TOP AND
 KW0877'ABOUT 200 FEET SOUTHEAST OF THE NORTHWEST END OF A CONCRETE
 KW0877'RETAINING WALL BETWEEN THE TRACKS, AT A POINT WHERE TWO CONCRETE
 KW0877'RETAINING WALLS OVERLAP FORMING A SMALL SQUARE, 32 FEET WEST
 KW0877'OF MILEPOST 111, 6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 KW0877'MOST SOUTHWESTERLY TRACK WHICH IS AT THE FOOT OF A BLUFF, 5
 KW0877'FEET SOUTHWEST OF THE MIDDLE SET OF TRACKS, AND ABOUT LEVEL WITH
 KW0877'THE MIDDLE SET OF TRACKS.  NOTE-- THE RETAINING WALL IS BADLY
 KW0877'CRACKED ABOUT 2 FEET BELOW THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1816 ***********************************************************************
 KW1816  DESIGNATION -  G 145
 KW1816  PID         -  KW1816
 KW1816  STATE/COUNTY-  PA/PERRY
 KW1816  USGS QUAD   -  NEWPORT (1973)
 KW1816
 KW1816                         *CURRENT SURVEY CONTROL
 KW1816  ___________________________________________________________________
 KW1816* NAD 83(1986)-  40 29 21.     (N)    077 08 10.     (W)     SCALED    
 KW1816* NAVD 88     -       123.195  (meters)     404.18   (feet)  ADJUSTED  
 KW1816  ___________________________________________________________________
 KW1816  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KW1816  DYNAMIC HT  -         123.137 (meters)     403.99  (feet)  COMP
 KW1816  MODELED GRAV-     980,152.7   (mgal)                       NAVD 88
 KW1816
 KW1816  VERT ORDER  -  FIRST     CLASS I
 KW1816
 KW1816.The horizontal coordinates were scaled from a topographic map and have
 KW1816.an estimated accuracy of +/- 6 seconds.
 KW1816
 KW1816.The orthometric height was determined by differential leveling
 KW1816.and adjusted by the National Geodetic Survey in June 1991..
 KW1816
 KW1816.The geoid height was determined by GEOID03.
 KW1816
 KW1816.The dynamic height is computed by dividing the NAVD 88
 KW1816.geopotential number by the normal gravity value computed on the
 KW1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1816.degrees latitude (g = 980.6199 gals.).
 KW1816
 KW1816.The modeled gravity was interpolated from observed gravity values.
 KW1816
 KW1816;                    North         East    Units  Estimated Accuracy
 KW1816;SPC PA S     -   128,520.      652,040.      MT  (+/- 180 meters Scaled)
 KW1816
 KW1816                          SUPERSEDED SURVEY CONTROL
 KW1816
 KW1816  NGVD 29 (??/??/??)  123.414  (m)          404.90   (f) ADJUSTED    1 1
 KW1816
 KW1816.Superseded values are not recommended for survey control.
 KW1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1816.See file dsdata.txt to determine how the superseded data were derived.
 KW1816
 KW1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK189842(NAD 83)
 KW1816_MARKER: DB = BENCH MARK DISK
 KW1816_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1816_SP_SET: ABUTMENT
 KW1816_STAMPING: G 145 1941
 KW1816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1816
 KW1816  HISTORY     - Date     Condition        Report By
 KW1816  HISTORY     - 1941     MONUMENTED       CGS
 KW1816  HISTORY     - 1966     GOOD             CGS
 KW1816
 KW1816                          STATION DESCRIPTION
 KW1816
 KW1816'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1816'0.8 MI N FROM NEWPORT.
 KW1816'ABOUT 0.8 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1816'ABANDONED STATION AT NEWPORT, 5 1/2 FEET WEST OF THE WEST RAIL
 KW1816'OF THE WEST TRACK, SET IN THE TOP OF THE WEST END OF THE STONE
 KW1816'ABUTMENT AT THE SOUTH END OF THE TRIPLE ARCH RAILROAD BRIDGE
 KW1816'NUMBER 133.05 OVER THE BUFFALO RIVER, 1.4 FEET EAST OF A PIPE
 KW1816'RAILING, AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1368 ***********************************************************************
 KW1368  DESIGNATION -  G 146
 KW1368  PID         -  KW1368
 KW1368  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW1368  USGS QUAD   -  MILLERSBURG (1969)
 KW1368
 KW1368                         *CURRENT SURVEY CONTROL
 KW1368  ___________________________________________________________________
 KW1368* NAD 83(1986)-  40 37 07.     (N)    076 56 06.     (W)     SCALED    
 KW1368* NAVD 88     -       123.790  (meters)     406.13   (feet)  ADJUSTED  
 KW1368  ___________________________________________________________________
 KW1368  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KW1368  DYNAMIC HT  -         123.731 (meters)     405.94  (feet)  COMP
 KW1368  MODELED GRAV-     980,151.9   (mgal)                       NAVD 88
 KW1368
 KW1368  VERT ORDER  -  FIRST     CLASS II
 KW1368
 KW1368.The horizontal coordinates were scaled from a topographic map and have
 KW1368.an estimated accuracy of +/- 6 seconds.
 KW1368
 KW1368.The orthometric height was determined by differential leveling
 KW1368.and adjusted by the National Geodetic Survey in June 1991..
 KW1368
 KW1368.The geoid height was determined by GEOID03.
 KW1368
 KW1368.The dynamic height is computed by dividing the NAVD 88
 KW1368.geopotential number by the normal gravity value computed on the
 KW1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1368.degrees latitude (g = 980.6199 gals.).
 KW1368
 KW1368.The modeled gravity was interpolated from observed gravity values.
 KW1368
 KW1368;                    North         East    Units  Estimated Accuracy
 KW1368;SPC PA N     -    50,520.      668,970.      MT  (+/- 180 meters Scaled)
 KW1368
 KW1368                          SUPERSEDED SURVEY CONTROL
 KW1368
 KW1368  NGVD 29 (??/??/??)  124.018  (m)          406.88   (f) ADJUSTED    1 2
 KW1368
 KW1368.Superseded values are not recommended for survey control.
 KW1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1368.See file dsdata.txt to determine how the superseded data were derived.
 KW1368
 KW1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK363982(NAD 83)
 KW1368_MARKER: DB = BENCH MARK DISK
 KW1368_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1368_SP_SET: ABUTMENT
 KW1368_STAMPING: G 146 1941
 KW1368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1368+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 KW1368
 KW1368  HISTORY     - Date     Condition        Report By
 KW1368  HISTORY     - 1941     MONUMENTED       CGS
 KW1368  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW1368  HISTORY     - 20060319 GOOD             GEOCAC
 KW1368
 KW1368                          STATION DESCRIPTION
 KW1368
 KW1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1368'6.5 MI N FROM MILLERSBURG.
 KW1368'IN NORTHUMBERLAND COUNTY, ABOUT 6.7 MILES NORTH ALONG THE
 KW1368'PENNSYLVANIA RAILROAD FROM THE STATION AT MILLERSBURG, 105 FEET
 KW1368'SOUTH OF MILEPOST 119, AT STONE BRIDGE 118.98, IN THE TOP OF THE
 KW1368'NORTH ABUTMENT, AND 7.6 FEET EAST OF THE EAST RAIL.
 KW1368
 KW1368                          STATION RECOVERY (1989)
 KW1368
 KW1368'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1368'MARK NOT FOUND.
 KW1368
 KW1368                          STATION RECOVERY (2006)
 KW1368
 KW1368'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW1368'MARK IS 20.5 FEET LANDWARD OF LANDWARD RAIL.
 KW1368' 
 KW1368'N 40 37 08.4 W 076 56 05.0
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0617 ***********************************************************************
 LY0617  DESIGNATION -  G 148
 LY0617  PID         -  LY0617
 LY0617  STATE/COUNTY-  PA/PIKE
 LY0617  USGS QUAD   -  POND EDDY (1992)
 LY0617
 LY0617                         *CURRENT SURVEY CONTROL
 LY0617  ___________________________________________________________________
 LY0617* NAD 83(1986)-  41 25 23.     (N)    074 45 23.     (W)     SCALED    
 LY0617* NAVD 88     -       163.438  (meters)     536.21   (feet)  ADJUSTED  
 LY0617  ___________________________________________________________________
 LY0617  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 LY0617  DYNAMIC HT  -         163.372 (meters)     536.00  (feet)  COMP
 LY0617  MODELED GRAV-     980,214.9   (mgal)                       NAVD 88
 LY0617
 LY0617  VERT ORDER  -  FIRST     CLASS II
 LY0617
 LY0617.The horizontal coordinates were scaled from a topographic map and have
 LY0617.an estimated accuracy of +/- 6 seconds.
 LY0617
 LY0617.The orthometric height was determined by differential leveling
 LY0617.and adjusted by the National Geodetic Survey in June 1991..
 LY0617
 LY0617.The geoid height was determined by GEOID03.
 LY0617
 LY0617.The dynamic height is computed by dividing the NAVD 88
 LY0617.geopotential number by the normal gravity value computed on the
 LY0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0617.degrees latitude (g = 980.6199 gals.).
 LY0617
 LY0617.The modeled gravity was interpolated from observed gravity values.
 LY0617
 LY0617;                    North         East    Units  Estimated Accuracy
 LY0617;SPC PA N     -   143,850.      850,190.      MT  (+/- 180 meters Scaled)
 LY0617
 LY0617                          SUPERSEDED SURVEY CONTROL
 LY0617
 LY0617  NGVD 29 (??/??/92)  163.615  (m)          536.79   (f) ADJ UNCH    1 2
 LY0617
 LY0617.Superseded values are not recommended for survey control.
 LY0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0617.See file dsdata.txt to determine how the superseded data were derived.
 LY0617
 LY0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL203857(NAD 83)
 LY0617_MARKER: DB = BENCH MARK DISK
 LY0617_SETTING: 66 = SET IN ROCK OUTCROP
 LY0617_SP_SET: ROCK OUTCROP
 LY0617_STAMPING: G 148 1941
 LY0617_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0617+STABILITY: POSITION/ELEVATION WELL
 LY0617
 LY0617  HISTORY     - Date     Condition        Report By
 LY0617  HISTORY     - 1941     MONUMENTED       CGS
 LY0617
 LY0617                          STATION DESCRIPTION
 LY0617
 LY0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LY0617'2.5 MI NW FROM MILL RIFT.
 LY0617'2.5 MILES NORTHWEST ALONG THE ERIE RAILROAD FROM THE STATION AT
 LY0617'MILL RIFT, PIKE COUNTY, ABOUT 0.2 MILE EAST OF MILEPOST 94, 6
 LY0617'FEET SOUTH OF THE SOUTH RAIL OF THE EAST-BOUND TRACK, IN A ROCK
 LY0617'OUTCROP, AND ABOUT LEVEL WITH THE RAIL.  A STANDARD DISK, STAMPED
 LY0617'G 148 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0022 ***********************************************************************
 KX0022  DESIGNATION -  G 149
 KX0022  PID         -  KX0022
 KX0022  STATE/COUNTY-  PA/BLAIR
 KX0022  USGS QUAD   -  TYRONE (1994)
 KX0022
 KX0022                         *CURRENT SURVEY CONTROL
 KX0022  ___________________________________________________________________
 KX0022* NAD 83(1986)-  40 38 26.     (N)    078 11 46.     (W)     SCALED    
 KX0022* NAVD 88     -       261.197  (meters)     856.94   (feet)  ADJUSTED  
 KX0022  ___________________________________________________________________
 KX0022  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KX0022  DYNAMIC HT  -         261.065 (meters)     856.51  (feet)  COMP
 KX0022  MODELED GRAV-     980,116.1   (mgal)                       NAVD 88
 KX0022
 KX0022  VERT ORDER  -  FIRST     CLASS I
 KX0022
 KX0022.The horizontal coordinates were scaled from a topographic map and have
 KX0022.an estimated accuracy of +/- 6 seconds.
 KX0022
 KX0022.The orthometric height was determined by differential leveling
 KX0022.and adjusted by the National Geodetic Survey in June 1991..
 KX0022
 KX0022.The geoid height was determined by GEOID03.
 KX0022
 KX0022.The dynamic height is computed by dividing the NAVD 88
 KX0022.geopotential number by the normal gravity value computed on the
 KX0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0022.degrees latitude (g = 980.6199 gals.).
 KX0022
 KX0022.The modeled gravity was interpolated from observed gravity values.
 KX0022
 KX0022;                    North         East    Units  Estimated Accuracy
 KX0022;SPC PA S     -   145,240.      562,270.      MT  (+/- 180 meters Scaled)
 KX0022
 KX0022                          SUPERSEDED SURVEY CONTROL
 KX0022
 KX0022  NGVD 29 (??/??/92)  261.375  (m)          857.53   (f) ADJ UNCH    1 1
 KX0022
 KX0022.Superseded values are not recommended for survey control.
 KX0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0022.See file dsdata.txt to determine how the superseded data were derived.
 KX0022
 KX0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF371026(NAD 83)
 KX0022_MARKER: DB = BENCH MARK DISK
 KX0022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0022_SP_SET: ABUTMENT
 KX0022_STAMPING: G 149 1941
 KX0022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0022
 KX0022  HISTORY     - Date     Condition        Report By
 KX0022  HISTORY     - 1941     MONUMENTED       CGS
 KX0022  HISTORY     - 1966     GOOD             NGS
 KX0022  HISTORY     - 20031118 MARK NOT FOUND   PADT
 KX0022
 KX0022                          STATION DESCRIPTION
 KX0022
 KX0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0022'3.1 MI SE FROM TYRONE.
 KX0022'ABOUT 3.1 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX0022'THE STATION AT TYRONE, 0.1 MILE SOUTHEAST OF MILEPOST 219, 5 1/2
 KX0022'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST SET OF
 KX0022'RAILROAD TRACKS, SET IN THE TOP OF THE NORTHEAST END OF THE
 KX0022'NORTHWEST STONE ABUTMENT OF RAILROAD BRIDGE NUMBER 218/88 OVER
 KX0022'THE LITTLE JUNIATA RIVER, AND ABOUT 1 1/2 FEET BELOW THE LEVEL
 KX0022'OF THE TRACKS.
 KX0022
 KX0022                          STATION RECOVERY (2003)
 KX0022
 KX0022'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (TRN)
 KX0022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0902 ***********************************************************************
 LZ0902  DESIGNATION -  G 15
 LZ0902  PID         -  LZ0902
 LZ0902  STATE/COUNTY-  PA/LYCOMING
 LZ0902  USGS QUAD   -  LINDEN (1973)
 LZ0902
 LZ0902                         *CURRENT SURVEY CONTROL
 LZ0902  ___________________________________________________________________
 LZ0902* NAD 83(1986)-  41 12 34.     (N)    077 09 07.     (W)     SCALED    
 LZ0902* NAVD 88     -       162.741  (meters)     533.93   (feet)  ADJUSTED  
 LZ0902  ___________________________________________________________________
 LZ0902  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 LZ0902  DYNAMIC HT  -         162.669 (meters)     533.69  (feet)  COMP
 LZ0902  MODELED GRAV-     980,179.0   (mgal)                       NAVD 88
 LZ0902
 LZ0902  VERT ORDER  -  FIRST     CLASS II
 LZ0902
 LZ0902.The horizontal coordinates were scaled from a topographic map and have
 LZ0902.an estimated accuracy of +/- 6 seconds.
 LZ0902
 LZ0902.The orthometric height was determined by differential leveling
 LZ0902.and adjusted by the National Geodetic Survey in June 1991..
 LZ0902
 LZ0902.The geoid height was determined by GEOID03.
 LZ0902
 LZ0902.The dynamic height is computed by dividing the NAVD 88
 LZ0902.geopotential number by the normal gravity value computed on the
 LZ0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0902.degrees latitude (g = 980.6199 gals.).
 LZ0902
 LZ0902.The modeled gravity was interpolated from observed gravity values.
 LZ0902
 LZ0902;                    North         East    Units  Estimated Accuracy
 LZ0902;SPC PA N     -   115,980.      650,160.      MT  (+/- 180 meters Scaled)
 LZ0902
 LZ0902                          SUPERSEDED SURVEY CONTROL
 LZ0902
 LZ0902  NGVD 29 (??/??/92)  162.957  (m)          534.63   (f) ADJ UNCH    1 2
 LZ0902
 LZ0902.Superseded values are not recommended for survey control.
 LZ0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0902.See file dsdata.txt to determine how the superseded data were derived.
 LZ0902
 LZ0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL195642(NAD 83)
 LZ0902_MARKER: DB = BENCH MARK DISK
 LZ0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0902_STAMPING: G 15 1934
 LZ0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0902+STABILITY: SURFACE MOTION
 LZ0902
 LZ0902  HISTORY     - Date     Condition        Report By
 LZ0902  HISTORY     - 1934     MONUMENTED       CGS
 LZ0902  HISTORY     - 1965     MARK NOT FOUND   USGS
 LZ0902
 LZ0902                          STATION DESCRIPTION
 LZ0902
 LZ0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0902'1.9 MI W FROM NISBET.
 LZ0902'1.9 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM NISBET,
 LZ0902'LYCOMING COUNTY, 70 FEET WEST OF SIGNAL TOWER 2403 AND MILEAGE
 LZ0902'POLE 240.13, 180 FEET WEST OF A ROAD CROSSING SOUTH OF THE
 LZ0902'CHARLES STEWART FARM, AND 23 FEET NORTH OF THE NORTH RAIL OF
 LZ0902'THE WEST-BOUND TRACK.  A STANDARD DISK, STAMPED G 15 1934 AND SET
 LZ0902'IN THE TOP OF A CONCRETE POST.
 LZ0902
 LZ0902                          STATION RECOVERY (1965)
 LZ0902
 LZ0902'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LZ0902'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1639 ***********************************************************************
 KW1639  DESIGNATION -  G 150
 KW1639  PID         -  KW1639
 KW1639  STATE/COUNTY-  PA/SNYDER
 KW1639  USGS QUAD   -  BEAVERTOWN (1973)
 KW1639
 KW1639                         *CURRENT SURVEY CONTROL
 KW1639  ___________________________________________________________________
 KW1639* NAD 83(1986)-  40 46 30.     (N)    077 12 34.     (W)     SCALED    
 KW1639* NAVD 88     -       186.432  (meters)     611.65   (feet)  ADJUSTED  
 KW1639  ___________________________________________________________________
 KW1639  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 KW1639  DYNAMIC HT  -         186.345 (meters)     611.37  (feet)  COMP
 KW1639  MODELED GRAV-     980,154.8   (mgal)                       NAVD 88
 KW1639
 KW1639  VERT ORDER  -  SECOND    CLASS 0
 KW1639
 KW1639.The horizontal coordinates were scaled from a topographic map and have
 KW1639.an estimated accuracy of +/- 6 seconds.
 KW1639
 KW1639.The orthometric height was determined by differential leveling
 KW1639.and adjusted by the National Geodetic Survey in June 1991..
 KW1639
 KW1639.The geoid height was determined by GEOID03.
 KW1639
 KW1639.The dynamic height is computed by dividing the NAVD 88
 KW1639.geopotential number by the normal gravity value computed on the
 KW1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1639.degrees latitude (g = 980.6199 gals.).
 KW1639
 KW1639.The modeled gravity was interpolated from observed gravity values.
 KW1639
 KW1639;                    North         East    Units  Estimated Accuracy
 KW1639;SPC PA S     -   160,220.      645,630.      MT  (+/- 180 meters Scaled)
 KW1639
 KW1639                          SUPERSEDED SURVEY CONTROL
 KW1639
 KW1639  NGVD 29 (??/??/??)  186.660  (m)          612.40   (f) ADJUSTED    2 0
 KW1639
 KW1639.Superseded values are not recommended for survey control.
 KW1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1639.See file dsdata.txt to determine how the superseded data were derived.
 KW1639
 KW1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL135161(NAD 83)
 KW1639_MARKER: DB = BENCH MARK DISK
 KW1639_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1639_SP_SET: FOUNDATION
 KW1639_STAMPING: G 150 1941
 KW1639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1639
 KW1639  HISTORY     - Date     Condition        Report By
 KW1639  HISTORY     - 1941     MONUMENTED       CGS
 KW1639
 KW1639                          STATION DESCRIPTION
 KW1639
 KW1639'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1639'2.4 MI N FROM BEAVER SPRINGS.
 KW1639'2.4 MILES NORTH ALONG STATE HIGHWAY 929 FROM THE PENNSYLVANIA
 KW1639'RAILROAD STATION AT BEAVER SPRINGS, AT THE BRIDGE OVER SWIFT
 KW1639'RUN, 9.0 FEET SOUTHWEST OF THE WEST END OF THE SOUTH ABUTMENT,
 KW1639'5.5 FEET EAST OF POWER-TRANSMISSION LINE POLE 42224, 13.4 FEET
 KW1639'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND IN THE TOP
 KW1639'OF THE CONCRETE FOUNDATION OF A GUARD-RAIL POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1730 ***********************************************************************
 KW1730  DESIGNATION -  G 151
 KW1730  PID         -  KW1730
 KW1730  STATE/COUNTY-  PA/JUNIATA
 KW1730  USGS QUAD   -  MIFFLINTOWN (1978)
 KW1730
 KW1730                         *CURRENT SURVEY CONTROL
 KW1730  ___________________________________________________________________
 KW1730* NAD 83(1986)-  40 36 08.     (N)    077 28 30.     (W)     SCALED    
 KW1730* NAVD 88     -       144.091  (meters)     472.74   (feet)  ADJUSTED  
 KW1730  ___________________________________________________________________
 KW1730  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 KW1730  DYNAMIC HT  -         144.023 (meters)     472.52  (feet)  COMP
 KW1730  MODELED GRAV-     980,148.6   (mgal)                       NAVD 88
 KW1730
 KW1730  VERT ORDER  -  FIRST     CLASS I
 KW1730
 KW1730.The horizontal coordinates were scaled from a topographic map and have
 KW1730.an estimated accuracy of +/- 6 seconds.
 KW1730
 KW1730.The orthometric height was determined by differential leveling
 KW1730.and adjusted by the National Geodetic Survey in June 1991..
 KW1730
 KW1730.The geoid height was determined by GEOID03.
 KW1730
 KW1730.The dynamic height is computed by dividing the NAVD 88
 KW1730.geopotential number by the normal gravity value computed on the
 KW1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1730.degrees latitude (g = 980.6199 gals.).
 KW1730
 KW1730.The modeled gravity was interpolated from observed gravity values.
 KW1730
 KW1730;                    North         East    Units  Estimated Accuracy
 KW1730;SPC PA S     -   140,930.      623,280.      MT  (+/- 180 meters Scaled)
 KW1730
 KW1730                          SUPERSEDED SURVEY CONTROL
 KW1730
 KW1730  NGVD 29 (??/??/??)  144.298  (m)          473.42   (f) ADJUSTED    1 1
 KW1730
 KW1730.Superseded values are not recommended for survey control.
 KW1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1730.See file dsdata.txt to determine how the superseded data were derived.
 KW1730
 KW1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK905975(NAD 83)
 KW1730_MARKER: DB = BENCH MARK DISK
 KW1730_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 KW1730_SP_SET: UNSPECIFIED ROCK
 KW1730_STAMPING: G 151 1941
 KW1730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1730
 KW1730  HISTORY     - Date     Condition        Report By
 KW1730  HISTORY     - 1941     MONUMENTED       CGS
 KW1730  HISTORY     - 1966     GOOD             CGS
 KW1730
 KW1730                          STATION DESCRIPTION
 KW1730
 KW1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1730'5.4 MI NW FROM MIFFLIN.
 KW1730'ABOUT 5.35 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW1730'THE STATION AT MIFFLIN, OR ABOUT 6.45 MILES NORTHEAST ALONG THE
 KW1730'PENNSYLVANIA RAILROAD FROM THE STATION AT LEWISTOWN, 24 RAILS
 KW1730'WEST OF MILEPOST 159, 25 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 KW1730'SET OF TRACKS, SET IN THE TOP OF A LARGE FLAT ROCK WHICH IS ABOUT
 KW1730'8 INCHES BELOW THE SURFACE OF THE GROUND, 26 FEET EAST OF THE 3RD
 KW1730'TELEPHONE POLE WEST OF A DOUBLE TELEPHONE POLE AND ABOUT IN LINE
 KW1730'WITH THE ROW OF TELEPHONE POLES WHICH IS ON THE SOUTH SIDE OF THE
 KW1730'TRACK, 14 FEET SOUTH OF THE CENTER LINE OF A TRAIL ROAD WHICH
 KW1730'PARALLELS THE TRACK, 3 FEET WEST OF THE CENTER OF A CAIRN, AND
 KW1730'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3475 ***********************************************************************
 JV3475  DESIGNATION -  G 151
 JV3475  PID         -  JV3475
 JV3475  STATE/COUNTY-  PA/FRANKLIN
 JV3475  USGS QUAD   -  MERCERSBURG (1990)
 JV3475
 JV3475                         *CURRENT SURVEY CONTROL
 JV3475  ___________________________________________________________________
 JV3475* NAD 83(1986)-  39 48 44.     (N)    077 53 04.     (W)     SCALED    
 JV3475* NAVD 88     -       181.934  (meters)     596.90   (feet)  ADJUSTED  
 JV3475  ___________________________________________________________________
 JV3475  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 JV3475  DYNAMIC HT  -         181.830 (meters)     596.55  (feet)  COMP
 JV3475  MODELED GRAV-     980,051.3   (mgal)                       NAVD 88
 JV3475
 JV3475  VERT ORDER  -  SECOND    CLASS 0
 JV3475
 JV3475.The horizontal coordinates were scaled from a topographic map and have
 JV3475.an estimated accuracy of +/- 6 seconds.
 JV3475
 JV3475.The orthometric height was determined by differential leveling
 JV3475.and adjusted by the National Geodetic Survey in June 1991..
 JV3475
 JV3475.The geoid height was determined by GEOID03.
 JV3475
 JV3475.The dynamic height is computed by dividing the NAVD 88
 JV3475.geopotential number by the normal gravity value computed on the
 JV3475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3475.degrees latitude (g = 980.6199 gals.).
 JV3475
 JV3475.The modeled gravity was interpolated from observed gravity values.
 JV3475
 JV3475;                    North         East    Units  Estimated Accuracy
 JV3475;SPC PA S     -    53,180.      588,490.      MT  (+/- 180 meters Scaled)
 JV3475
 JV3475                          SUPERSEDED SURVEY CONTROL
 JV3475
 JV3475  NGVD 29 (??/??/??)  182.127  (m)          597.53   (f) ADJUSTED    2 0
 JV3475
 JV3475.Superseded values are not recommended for survey control.
 JV3475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3475.See file dsdata.txt to determine how the superseded data were derived.
 JV3475
 JV3475_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK530108(NAD 83)
 JV3475_MARKER: DB = BENCH MARK DISK
 JV3475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3475_STAMPING: G 151 1942
 JV3475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3475+STABILITY: SURFACE MOTION
 JV3475
 JV3475  HISTORY     - Date     Condition        Report By
 JV3475  HISTORY     - 1942     MONUMENTED       CGS
 JV3475  HISTORY     - 19900928 MARK NOT FOUND   USGS
 JV3475
 JV3475                          STATION DESCRIPTION
 JV3475
 JV3475'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3475'1.4 MI SE FROM MERCERSBURG.
 JV3475'1.4 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 16 FROM THE POST
 JV3475'OFFICE AT MERCERSBURG, SET ALONG RIGHT-OF-WAY FENCE LINE, 0.15
 JV3475'MILE SOUTHEAST OF A 2-STORY FARM HOUSE WITH A LARGE WHITE BARN
 JV3475'AT THE REAR, 59.7 FEET EAST OF POLE NO. 507, 21.2 FEET NORTHEAST
 JV3475'OF THE CENTER-LINE OF HIGHWAY, 7.8 FEET NORTHWEST OF TELEPHONE
 JV3475'POLE NO. 703, 1.3 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AT
 JV3475'THE SUMMIT OF A SMALL HILL.  A STANDARD DISK SET IN TOP OF A
 JV3475'CONCRETE POST POURED IN THE FIELD.
 JV3475
 JV3475                          STATION RECOVERY (1990)
 JV3475
 JV3475'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (GDS)
 JV3475'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2368 ***********************************************************************
 KW2368  DESIGNATION -  G 152
 KW2368  PID         -  KW2368
 KW2368  STATE/COUNTY-  PA/MIFFLIN
 KW2368  USGS QUAD   -  BARRVILLE (1998)
 KW2368
 KW2368                         *CURRENT SURVEY CONTROL
 KW2368  ___________________________________________________________________
 KW2368* NAD 83(1986)-  40 44 46.     (N)    077 37 32.     (W)     SCALED    
 KW2368* NAVD 88     -       502.570  (meters)    1648.85   (feet)  ADJUSTED  
 KW2368  ___________________________________________________________________
 KW2368  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KW2368  DYNAMIC HT  -         502.309 (meters)    1647.99  (feet)  COMP
 KW2368  MODELED GRAV-     980,089.5   (mgal)                       NAVD 88
 KW2368
 KW2368  VERT ORDER  -  SECOND    CLASS 0
 KW2368
 KW2368.The horizontal coordinates were scaled from a topographic map and have
 KW2368.an estimated accuracy of +/- 6 seconds.
 KW2368
 KW2368.The orthometric height was determined by differential leveling
 KW2368.and adjusted by the National Geodetic Survey in June 1991..
 KW2368
 KW2368.The geoid height was determined by GEOID03.
 KW2368
 KW2368.The dynamic height is computed by dividing the NAVD 88
 KW2368.geopotential number by the normal gravity value computed on the
 KW2368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2368.degrees latitude (g = 980.6199 gals.).
 KW2368
 KW2368.The modeled gravity was interpolated from observed gravity values.
 KW2368
 KW2368;                    North         East    Units  Estimated Accuracy
 KW2368;SPC PA S     -   156,880.      610,510.      MT  (+/- 180 meters Scaled)
 KW2368
 KW2368                          SUPERSEDED SURVEY CONTROL
 KW2368
 KW2368  NGVD 29 (??/??/??)  502.773  (m)         1649.51   (f) ADJUSTED    2 0
 KW2368
 KW2368.Superseded values are not recommended for survey control.
 KW2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2368.See file dsdata.txt to determine how the superseded data were derived.
 KW2368
 KW2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL783138(NAD 83)
 KW2368_MARKER: DB = BENCH MARK DISK
 KW2368_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2368_SP_SET: BRIDGE ABUTMENT
 KW2368_STAMPING: G 152 1941
 KW2368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2368
 KW2368  HISTORY     - Date     Condition        Report By
 KW2368  HISTORY     - 1941     MONUMENTED       CGS
 KW2368  HISTORY     - 1966     MARK NOT FOUND   USGS
 KW2368
 KW2368                          STATION DESCRIPTION
 KW2368
 KW2368'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW2368'8.6 MI N FROM REEDSVILLE.
 KW2368'ABOUT 8.6 MILES NORTH ALONG U.S. HIGHWAY 322 FROM THE
 KW2368'PENNSYLVANIA RAILROAD STATION AT REEDSVILLE, MIFFLIN COUNTY,
 KW2368'ABOUT 50 FEET NORTH OF A SMALL FRAME BUILDING, AT BRIDGE 693-70,
 KW2368'IN THE TOP OF THE EAST CORNER OF THE SOUTH ABUTMENT, 48 FEET
 KW2368'EAST OF POLE 648, 34 FEET SOUTHWEST OF THE CENTER LINE OF A
 KW2368'PRIVATE ROAD LEADING SOUTHEAST, AND 21.7 FEET EAST OF THE CENTER
 KW2368'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED G 152 1941.
 KW2368
 KW2368                          STATION RECOVERY (1966)
 KW2368
 KW2368'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KW2368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3598 ***********************************************************************
 JV3598  DESIGNATION -  G 152
 JV3598  PID         -  JV3598
 JV3598  STATE/COUNTY-  PA/FRANKLIN
 JV3598  USGS QUAD   -  MERCERSBURG (1990)
 JV3598
 JV3598                         *CURRENT SURVEY CONTROL
 JV3598  ___________________________________________________________________
 JV3598* NAD 83(1986)-  39 48 16.     (N)    077 58 09.     (W)     SCALED    
 JV3598* NAVD 88     -       437.759  (meters)    1436.21   (feet)  ADJUSTED  
 JV3598  ___________________________________________________________________
 JV3598  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JV3598  DYNAMIC HT  -         437.508 (meters)    1435.39  (feet)  COMP
 JV3598  MODELED GRAV-     980,038.8   (mgal)                       NAVD 88
 JV3598
 JV3598  VERT ORDER  -  SECOND    CLASS 0
 JV3598
 JV3598.The horizontal coordinates were scaled from a topographic map and have
 JV3598.an estimated accuracy of +/- 6 seconds.
 JV3598
 JV3598.The orthometric height was determined by differential leveling
 JV3598.and adjusted by the National Geodetic Survey in June 1991..
 JV3598
 JV3598.The geoid height was determined by GEOID03.
 JV3598
 JV3598.The dynamic height is computed by dividing the NAVD 88
 JV3598.geopotential number by the normal gravity value computed on the
 JV3598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3598.degrees latitude (g = 980.6199 gals.).
 JV3598
 JV3598.The modeled gravity was interpolated from observed gravity values.
 JV3598
 JV3598;                    North         East    Units  Estimated Accuracy
 JV3598;SPC PA S     -    52,330.      581,230.      MT  (+/- 180 meters Scaled)
 JV3598
 JV3598                          SUPERSEDED SURVEY CONTROL
 JV3598
 JV3598  NGVD 29 (??/??/??)  437.960  (m)         1436.87   (f) ADJUSTED    2 0
 JV3598
 JV3598.Superseded values are not recommended for survey control.
 JV3598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3598.See file dsdata.txt to determine how the superseded data were derived.
 JV3598
 JV3598_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK458102(NAD 83)
 JV3598_MARKER: DB = BENCH MARK DISK
 JV3598_SETTING: 80 = SET IN A BOULDER
 JV3598_SP_SET: BOULDER
 JV3598_STAMPING: G 152 1942
 JV3598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3598+STABILITY: SURFACE MOTION
 JV3598
 JV3598  HISTORY     - Date     Condition        Report By
 JV3598  HISTORY     - 1942     MONUMENTED       CGS
 JV3598  HISTORY     - 19900928 MARK NOT FOUND   USGS
 JV3598
 JV3598                          STATION DESCRIPTION
 JV3598
 JV3598'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3598'4.7 MI SW FROM MERCERSBURG.
 JV3598'4.7 MILES SOUTHWEST ALONG AN OLD COUNTY (NOW ABANDONED) FROM THE
 JV3598'POST OFFICE AT MERCERSBURG, SET IN A LARGE ROCK BOULDER AT THE
 JV3598'SHARP TURN FROM THE NORTHEAST (WHICH LEADS DOWN THE MOUNTAIN)
 JV3598'TO THE NORTHWEST (WHICH LEADS UP THE MOUNTAIN), 31 FEET
 JV3598'SOUTH OF THE CENTER LINE OF THE OLD ROAD, 2 FEET EAST OF A
 JV3598'6-INCH TREE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE OF THE
 JV3598'TREE OR THE SIDE FACING THE ROAD, 6 FEET ABOVE ROAD LEVEL AT
 JV3598'THE POINT OF THE CURVE.
 JV3598
 JV3598                          STATION RECOVERY (1990)
 JV3598
 JV3598'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (GDS)
 JV3598'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2162 ***********************************************************************
 KW2162  DESIGNATION -  G 153
 KW2162  PID         -  KW2162
 KW2162  STATE/COUNTY-  PA/MIFFLIN
 KW2162  USGS QUAD   -  NEWTON HAMILTON (1971)
 KW2162
 KW2162                         *CURRENT SURVEY CONTROL
 KW2162  ___________________________________________________________________
 KW2162* NAD 83(1986)-  40 26 29.     (N)    077 45 34.     (W)     SCALED    
 KW2162* NAVD 88     -       160.361  (meters)     526.12   (feet)  ADJUSTED  
 KW2162  ___________________________________________________________________
 KW2162  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KW2162  DYNAMIC HT  -         160.280 (meters)     525.85  (feet)  COMP
 KW2162  MODELED GRAV-     980,116.4   (mgal)                       NAVD 88
 KW2162
 KW2162  VERT ORDER  -  FIRST     CLASS I
 KW2162
 KW2162.The horizontal coordinates were scaled from a topographic map and have
 KW2162.an estimated accuracy of +/- 6 seconds.
 KW2162
 KW2162.The orthometric height was determined by differential leveling
 KW2162.and adjusted by the National Geodetic Survey in June 1991..
 KW2162
 KW2162.The geoid height was determined by GEOID03.
 KW2162
 KW2162.The dynamic height is computed by dividing the NAVD 88
 KW2162.geopotential number by the normal gravity value computed on the
 KW2162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2162.degrees latitude (g = 980.6199 gals.).
 KW2162
 KW2162.The modeled gravity was interpolated from observed gravity values.
 KW2162
 KW2162;                    North         East    Units  Estimated Accuracy
 KW2162;SPC PA S     -   123,030.      599,200.      MT  (+/- 180 meters Scaled)
 KW2162
 KW2162                          SUPERSEDED SURVEY CONTROL
 KW2162
 KW2162  NGVD 29 (??/??/??)  160.569  (m)          526.80   (f) ADJUSTED    1 1
 KW2162
 KW2162.Superseded values are not recommended for survey control.
 KW2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2162.See file dsdata.txt to determine how the superseded data were derived.
 KW2162
 KW2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK659804(NAD 83)
 KW2162_MARKER: DB = BENCH MARK DISK
 KW2162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2162_SP_SET: ABUTMENT
 KW2162_STAMPING: G 153 1941
 KW2162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2162
 KW2162  HISTORY     - Date     Condition        Report By
 KW2162  HISTORY     - 1941     MONUMENTED       CGS
 KW2162  HISTORY     - 1966     GOOD             CGS
 KW2162
 KW2162                          STATION DESCRIPTION
 KW2162
 KW2162'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2162'4.4 MI SW FROM MC VEYTOWN.
 KW2162'4.4 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM A
 KW2162'CROSSING OF THE RAILROAD AND A PAVED ROAD AT MC VEYTOWN, 5 1/2
 KW2162'RAILS NORTHEAST OF MILEPOST 182, 7 1/2 FEET SOUTHEAST OF THE
 KW2162'SOUTHEAST RAIL OF THE SOUTHEAST SET OF TRACKS, SET IN THE TOP OF
 KW2162'THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF RAILROAD BRIDGE
 KW2162'NUMBER 181/87 OVER THE JUNIATA RIVER, 0.7 FEET NORTHWEST OF THE
 KW2162'SOUTHEAST GUARD RAIL, AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF
 KW2162'THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1888 ***********************************************************************
 KW1888  DESIGNATION -  G 153
 KW1888  PID         -  KW1888
 KW1888  STATE/COUNTY-  PA/PERRY
 KW1888  USGS QUAD   -  SHERMANS DALE (1984)
 KW1888
 KW1888                         *CURRENT SURVEY CONTROL
 KW1888  ___________________________________________________________________
 KW1888* NAD 83(1986)-  40 17 43.     (N)    077 08 00.     (W)     SCALED    
 KW1888* NAVD 88     -       283.813  (meters)     931.14   (feet)  ADJUSTED  
 KW1888  ___________________________________________________________________
 KW1888  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KW1888  DYNAMIC HT  -         283.666 (meters)     930.66  (feet)  COMP
 KW1888  MODELED GRAV-     980,100.3   (mgal)                       NAVD 88
 KW1888
 KW1888  VERT ORDER  -  SECOND    CLASS 0
 KW1888
 KW1888.The horizontal coordinates were scaled from a topographic map and have
 KW1888.an estimated accuracy of +/- 6 seconds.
 KW1888
 KW1888.The orthometric height was determined by differential leveling
 KW1888.and adjusted by the National Geodetic Survey in June 1991..
 KW1888
 KW1888.The geoid height was determined by GEOID03.
 KW1888
 KW1888.The dynamic height is computed by dividing the NAVD 88
 KW1888.geopotential number by the normal gravity value computed on the
 KW1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1888.degrees latitude (g = 980.6199 gals.).
 KW1888
 KW1888.The modeled gravity was interpolated from observed gravity values.
 KW1888
 KW1888;                    North         East    Units  Estimated Accuracy
 KW1888;SPC PA S     -   106,990.      652,430.      MT  (+/- 180 meters Scaled)
 KW1888
 KW1888                          SUPERSEDED SURVEY CONTROL
 KW1888
 KW1888  NGVD 29 (??/??/??)  284.026  (m)          931.84   (f) ADJUSTED    2 0
 KW1888
 KW1888.Superseded values are not recommended for survey control.
 KW1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1888.See file dsdata.txt to determine how the superseded data were derived.
 KW1888
 KW1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK186627(NAD 83)
 KW1888_MARKER: DB = BENCH MARK DISK
 KW1888_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1888_SP_SET: HISTORICAL MARKER BASE
 KW1888_STAMPING: G 153 1942
 KW1888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW1888+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2006
 KW1888
 KW1888  HISTORY     - Date     Condition        Report By
 KW1888  HISTORY     - 1942     MONUMENTED       CGS
 KW1888  HISTORY     - 20060328 GOOD             GEOCAC
 KW1888
 KW1888                          STATION DESCRIPTION
 KW1888
 KW1888'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1888'3.3 MI SE FROM SHERMANSDALE.
 KW1888'3.3 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 34 FROM THE POST
 KW1888'OFFICE AT SHERMANSDALE, NEAR THE SUMMIT OF MOUNTAIN AT STERRETS
 KW1888'GAP, SET IN THE NORTH CORNER OF THE HISTORICAL MARKER 73.5 FEET
 KW1888'NORTHWEST OF THE PERRY AND CUMBERLAND COUNTIES SIGN POST, 17
 KW1888'FEET SOUTHWEST OF THE CENTER-LINE OF THE HIGHWAY.  A STANDARD
 KW1888'DISK.
 KW1888
 KW1888                          STATION RECOVERY (2006)
 KW1888
 KW1888'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW1888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1897 ***********************************************************************
 KW1897  DESIGNATION -  G 154
 KW1897  PID         -  KW1897
 KW1897  STATE/COUNTY-  PA/CUMBERLAND
 KW1897  USGS QUAD   -  CARLISLE (1984)
 KW1897
 KW1897                         *CURRENT SURVEY CONTROL
 KW1897  ___________________________________________________________________
 KW1897* NAD 83(1986)-  40 12 25.     (N)    077 11 15.     (W)     SCALED    
 KW1897* NAVD 88     -       140.576  (meters)     461.21   (feet)  ADJUSTED  
 KW1897  ___________________________________________________________________
 KW1897  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 KW1897  DYNAMIC HT  -         140.504 (meters)     460.97  (feet)  COMP
 KW1897  MODELED GRAV-     980,114.5   (mgal)                       NAVD 88
 KW1897
 KW1897  VERT ORDER  -  SECOND    CLASS 0
 KW1897
 KW1897.The horizontal coordinates were scaled from a topographic map and have
 KW1897.an estimated accuracy of +/- 6 seconds.
 KW1897
 KW1897.The orthometric height was determined by differential leveling
 KW1897.and adjusted by the National Geodetic Survey in June 1991..
 KW1897
 KW1897.The geoid height was determined by GEOID03.
 KW1897
 KW1897.The dynamic height is computed by dividing the NAVD 88
 KW1897.geopotential number by the normal gravity value computed on the
 KW1897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1897.degrees latitude (g = 980.6199 gals.).
 KW1897
 KW1897.The modeled gravity was interpolated from observed gravity values.
 KW1897
 KW1897;                    North         East    Units  Estimated Accuracy
 KW1897;SPC PA S     -    97,150.      647,890.      MT  (+/- 180 meters Scaled)
 KW1897
 KW1897                          SUPERSEDED SURVEY CONTROL
 KW1897
 KW1897  NGVD 29 (??/??/??)  140.791  (m)          461.91   (f) ADJUSTED    2 0
 KW1897
 KW1897.Superseded values are not recommended for survey control.
 KW1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1897.See file dsdata.txt to determine how the superseded data were derived.
 KW1897
 KW1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK138530(NAD 83)
 KW1897_MARKER: DB = BENCH MARK DISK
 KW1897_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1897_SP_SET: FLOOD LIGHT BASE
 KW1897_STAMPING: G 154 1942
 KW1897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1897
 KW1897  HISTORY     - Date     Condition        Report By
 KW1897  HISTORY     - 1942     MONUMENTED       CGS
 KW1897  HISTORY     - 1960     GOOD             CGS
 KW1897  HISTORY     - 1979     MARK NOT FOUND   NGS
 KW1897  HISTORY     - 19980619 MARK NOT FOUND   USPSQD
 KW1897  HISTORY     - 20050521 MARK NOT FOUND   GEOCAC
 KW1897
 KW1897                          STATION DESCRIPTION
 KW1897
 KW1897'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1897'AT CARLISLE.
 KW1897'AT CARLISLE AT THE JUNCTION OF STATE HIGHWAY NO. 34 AND U.S.
 KW1897'HIGHWAY NO. 15, SET ON THE WEST SIDE OF THE CONCRETE BASE OF THE
 KW1897'FLOOD LIGHT AT THE ATLANTIC GASOLINE STATION, 33 FEET NORTH OF
 KW1897'THE WEST CORNER OF THE BUILDING, 19.6 FEET EAST OF THE CENTER-LINE
 KW1897'OF NO. 34, 3.4 FEET EAST OF THE EAST EDGE OF THE SIDEWALK.  A
 KW1897'STANDARD DISK.
 KW1897
 KW1897                          STATION RECOVERY (1960)
 KW1897
 KW1897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KW1897'RECOVERED IN GOOD CONDITION.
 KW1897
 KW1897                          STATION RECOVERY (1979)
 KW1897
 KW1897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW1897'SEARCH MADE BUT ASSUMED DESTROYED BY WIDENING OF ROAD.
 KW1897
 KW1897                          STATION RECOVERY (1998)
 KW1897
 KW1897'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW1897'MARK NOT FOUND.
 KW1897
 KW1897                          STATION RECOVERY (2005)
 KW1897
 KW1897'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW1897'GAS STATION DATES FROM THE 1960S. CONFIGURATION AT THIS LOCATION HAS
 KW1897'BEEN CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0915 ***********************************************************************
 KW0915  DESIGNATION -  G 155
 KW0915  PID         -  KW0915
 KW0915  STATE/COUNTY-  PA/DAUPHIN
 KW0915  USGS QUAD   -  STEELTON (1987)
 KW0915
 KW0915                         *CURRENT SURVEY CONTROL
 KW0915  ___________________________________________________________________
 KW0915* NAD 83(1986)-  40 13 18.     (N)    076 49 27.     (W)     SCALED    
 KW0915* NAVD 88     -        95.610  (meters)     313.68   (feet)  ADJUSTED  
 KW0915  ___________________________________________________________________
 KW0915  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 KW0915  DYNAMIC HT  -          95.561 (meters)     313.52  (feet)  COMP
 KW0915  MODELED GRAV-     980,116.3   (mgal)                       NAVD 88
 KW0915
 KW0915  VERT ORDER  -  FIRST     CLASS II
 KW0915
 KW0915.The horizontal coordinates were scaled from a topographic map and have
 KW0915.an estimated accuracy of +/- 6 seconds.
 KW0915
 KW0915.The orthometric height was determined by differential leveling
 KW0915.and adjusted by the National Geodetic Survey in June 1991..
 KW0915.WARNING-Repeat measurements at this control monument indicate possible
 KW0915.vertical movement.
 KW0915
 KW0915.The geoid height was determined by GEOID03.
 KW0915
 KW0915.The dynamic height is computed by dividing the NAVD 88
 KW0915.geopotential number by the normal gravity value computed on the
 KW0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0915.degrees latitude (g = 980.6199 gals.).
 KW0915
 KW0915.The modeled gravity was interpolated from observed gravity values.
 KW0915
 KW0915;                    North         East    Units  Estimated Accuracy
 KW0915;SPC PA S     -    99,050.      678,800.      MT  (+/- 180 meters Scaled)
 KW0915
 KW0915                          SUPERSEDED SURVEY CONTROL
 KW0915
 KW0915  NGVD 29 (??/??/??)   95.823  (m)          314.38   (f) ADJUSTED    1 2
 KW0915
 KW0915.Superseded values are not recommended for survey control.
 KW0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0915.See file dsdata.txt to determine how the superseded data were derived.
 KW0915
 KW0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK447539(NAD 83)
 KW0915_MARKER: DB = BENCH MARK DISK
 KW0915_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0915_SP_SET: PIER
 KW0915_STAMPING: G 155 1942
 KW0915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW0915+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2002
 KW0915
 KW0915  HISTORY     - Date     Condition        Report By
 KW0915  HISTORY     - 1942     MONUMENTED       CGS
 KW0915  HISTORY     - 1950     GOOD             CGS
 KW0915  HISTORY     - 1977     GOOD             PADT
 KW0915  HISTORY     - 1979     GOOD             NGS
 KW0915  HISTORY     - 20020606 GOOD             PADT
 KW0915
 KW0915                          STATION DESCRIPTION
 KW0915
 KW0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0915'1.3 MI SE FROM STEELTON.
 KW0915'ABOUT 1.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 230 FROM
 KW0915'THE STEELTON BANK AND TRUST CO. BUILDING AT STEELTON, DAUPHIN
 KW0915'COUNTY, IN THE STONE FOOTING OF A RAILROAD OVERPASS, 2 FEET
 KW0915'NORTHWEST OF THE NORTHWEST END OF THE CENTER PIER, 28.5 FEET
 KW0915'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 19 FEET NORTHEAST
 KW0915'OF THE NORTHEAST RAIL, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 KW0915'A STANDARD DISK, STAMPED G 155 1942.
 KW0915
 KW0915                          STATION RECOVERY (1950)
 KW0915
 KW0915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 KW0915'RECOVERED IN GOOD CONDITION.
 KW0915
 KW0915                          STATION RECOVERY (1977)
 KW0915
 KW0915'RECOVERY NOTE BY PA DEPT OF TRANSP 1977
 KW0915'RECOVERED IN GOOD CONDITION.
 KW0915
 KW0915                          STATION RECOVERY (1979)
 KW0915
 KW0915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW0915'RECOVERED IN GOOD CONDITION.
 KW0915
 KW0915                          STATION RECOVERY (2002)
 KW0915
 KW0915'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (LJM)
 KW0915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3355 ***********************************************************************
 JV3355  DESIGNATION -  G 156
 JV3355  PID         -  JV3355
 JV3355  STATE/COUNTY-  PA/FRANKLIN
 JV3355  USGS QUAD   -  SCOTLAND (1990)
 JV3355
 JV3355                         *CURRENT SURVEY CONTROL
 JV3355  ___________________________________________________________________
 JV3355* NAD 83(1986)-  39 55 41.     (N)    077 32 19.     (W)     SCALED    
 JV3355* NAVD 88     -       281.978  (meters)     925.12   (feet)  ADJUSTED  
 JV3355  ___________________________________________________________________
 JV3355  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 JV3355  DYNAMIC HT  -         281.811 (meters)     924.57  (feet)  COMP
 JV3355  MODELED GRAV-     980,025.4   (mgal)                       NAVD 88
 JV3355
 JV3355  VERT ORDER  -  SECOND    CLASS 0
 JV3355
 JV3355.The horizontal coordinates were scaled from a topographic map and have
 JV3355.an estimated accuracy of +/- 6 seconds.
 JV3355
 JV3355.The orthometric height was determined by differential leveling
 JV3355.and adjusted by the National Geodetic Survey in June 1991..
 JV3355
 JV3355.The geoid height was determined by GEOID03.
 JV3355
 JV3355.The dynamic height is computed by dividing the NAVD 88
 JV3355.geopotential number by the normal gravity value computed on the
 JV3355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3355.degrees latitude (g = 980.6199 gals.).
 JV3355
 JV3355.The modeled gravity was interpolated from observed gravity values.
 JV3355
 JV3355;                    North         East    Units  Estimated Accuracy
 JV3355;SPC PA S     -    66,060.      618,070.      MT  (+/- 180 meters Scaled)
 JV3355
 JV3355                          SUPERSEDED SURVEY CONTROL
 JV3355
 JV3355  NGVD 29 (??/??/??)  282.152  (m)          925.69   (f) ADJUSTED    2 0
 JV3355
 JV3355.Superseded values are not recommended for survey control.
 JV3355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3355.See file dsdata.txt to determine how the superseded data were derived.
 JV3355
 JV3355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK830228(NAD 83)
 JV3355_MARKER: DB = BENCH MARK DISK
 JV3355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV3355_SP_SET: CULVERT
 JV3355_STAMPING: G 156 1942
 JV3355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV3355
 JV3355  HISTORY     - Date     Condition        Report By
 JV3355  HISTORY     - 1942     MONUMENTED       CGS
 JV3355  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 JV3355
 JV3355                          STATION DESCRIPTION
 JV3355
 JV3355'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3355'2.2 MI SE FROM SCOTLAND.
 JV3355'2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 997 FROM THE POST OFFICE
 JV3355'AT SCOTLAND, FRANKLIN COUNTY, THENCE 2.0 MILES SOUTHEAST ALONG
 JV3355'A BLACK TOP ROAD LEADING FROM THE HIGHWAY TO BLACK GAP, IN THE
 JV3355'TOP OF THE SOUTHWEST HEADWALL OF A 3-BY 5-FOOT CONCRETE BOX
 JV3355'CULVERT, 13 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, AND 1.7
 JV3355'FEET SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL.  A STANDARD
 JV3355'DISK, STAMPED G 156 1942.
 JV3355
 JV3355                          STATION RECOVERY (1981)
 JV3355
 JV3355'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 JV3355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3431 ***********************************************************************
 JV3431  DESIGNATION -  G 158 PADH
 JV3431  PID         -  JV3431
 JV3431  STATE/COUNTY-  PA/FRANKLIN
 JV3431  USGS QUAD   -  SMITHSBURG (1994)
 JV3431
 JV3431                         *CURRENT SURVEY CONTROL
 JV3431  ___________________________________________________________________
 JV3431* NAD 83(1986)-  39 44 20.     (N)    077 32 01.     (W)     SCALED    
 JV3431* NAVD 88     -       213.867  (meters)     701.66   (feet)  ADJUSTED  
 JV3431  ___________________________________________________________________
 JV3431  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JV3431  DYNAMIC HT  -         213.742 (meters)     701.25  (feet)  COMP
 JV3431  MODELED GRAV-     980,038.3   (mgal)                       NAVD 88
 JV3431
 JV3431  VERT ORDER  -  SECOND    CLASS 0
 JV3431
 JV3431.The horizontal coordinates were scaled from a topographic map and have
 JV3431.an estimated accuracy of +/- 6 seconds.
 JV3431
 JV3431.The orthometric height was determined by differential leveling
 JV3431.and adjusted by the National Geodetic Survey in June 1991..
 JV3431
 JV3431.The geoid height was determined by GEOID03.
 JV3431
 JV3431.The dynamic height is computed by dividing the NAVD 88
 JV3431.geopotential number by the normal gravity value computed on the
 JV3431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3431.degrees latitude (g = 980.6199 gals.).
 JV3431
 JV3431.The modeled gravity was interpolated from observed gravity values.
 JV3431
 JV3431;                    North         East    Units  Estimated Accuracy
 JV3431;SPC PA S     -    45,050.      618,550.      MT  (+/- 180 meters Scaled)
 JV3431
 JV3431                          SUPERSEDED SURVEY CONTROL
 JV3431
 JV3431  NGVD 29 (??/??/??)  214.039  (m)          702.23   (f) ADJUSTED    2 0
 JV3431
 JV3431.Superseded values are not recommended for survey control.
 JV3431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3431.See file dsdata.txt to determine how the superseded data were derived.
 JV3431
 JV3431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK828018(NAD 83)
 JV3431_MARKER: DD = SURVEY DISK
 JV3431_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3431_SP_SET: BRIDGE
 JV3431_STAMPING: G 158 1942
 JV3431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3431
 JV3431  HISTORY     - Date     Condition        Report By
 JV3431  HISTORY     - 1942     MONUMENTED       PADH
 JV3431  HISTORY     - 1942     GOOD             CGS
 JV3431
 JV3431                          STATION DESCRIPTION
 JV3431
 JV3431'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3431'1.6 MI NW FROM PENN MAR.
 JV3431'1.6 MILES NORTHWEST ALONG ROAD 28026 FROM THE POST OFFICE AT
 JV3431'PEN MAR, WASHINGTON COUNTY, THENCE 0.6 MILE NORTHWEST ALONG A
 JV3431'BLACK TOP ROAD LEADING TO THE WAYNESBORO AIRPORT, AND THENCE 0.2
 JV3431'MILE NORTH ALONG ROAD 28024, AT THE INTERSECTION OF ROAD 28024
 JV3431'AND STATE HIGHWAY 16, AND IN THE WEST WINGWALL OF A CONCRETE
 JV3431'BRIDGE UNDER THE HIGHWAY.  A PENNSYLVANIA STATE HIGHWAY DEPARTMENT
 JV3431'STANDARD DISK, STAMPED G 158 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2094 ***********************************************************************
 KW2094  DESIGNATION -  G 159
 KW2094  PID         -  KW2094
 KW2094  STATE/COUNTY-  PA/CUMBERLAND
 KW2094  USGS QUAD   -  WALNUT BOTTOM (1977)
 KW2094
 KW2094                         *CURRENT SURVEY CONTROL
 KW2094  ___________________________________________________________________
 KW2094* NAD 83(1986)-  40 01 34.     (N)    077 27 56.     (W)     SCALED    
 KW2094* NAVD 88     -       269.704  (meters)     884.85   (feet)  ADJUSTED  
 KW2094  ___________________________________________________________________
 KW2094  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KW2094  DYNAMIC HT  -         269.548 (meters)     884.34  (feet)  COMP
 KW2094  MODELED GRAV-     980,043.2   (mgal)                       NAVD 88
 KW2094
 KW2094  VERT ORDER  -  SECOND    CLASS 0
 KW2094
 KW2094.The horizontal coordinates were scaled from a topographic map and have
 KW2094.an estimated accuracy of +/- 6 seconds.
 KW2094
 KW2094.The orthometric height was determined by differential leveling
 KW2094.and adjusted by the National Geodetic Survey in June 1991..
 KW2094
 KW2094.The geoid height was determined by GEOID03.
 KW2094
 KW2094.The dynamic height is computed by dividing the NAVD 88
 KW2094.geopotential number by the normal gravity value computed on the
 KW2094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2094.degrees latitude (g = 980.6199 gals.).
 KW2094
 KW2094.The modeled gravity was interpolated from observed gravity values.
 KW2094
 KW2094;                    North         East    Units  Estimated Accuracy
 KW2094;SPC PA S     -    76,960.      624,280.      MT  (+/- 180 meters Scaled)
 KW2094
 KW2094                          SUPERSEDED SURVEY CONTROL
 KW2094
 KW2094  NGVD 29 (??/??/??)  269.894  (m)          885.48   (f) ADJUSTED    2 0
 KW2094
 KW2094.Superseded values are not recommended for survey control.
 KW2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2094.See file dsdata.txt to determine how the superseded data were derived.
 KW2094
 KW2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK896335(NAD 83)
 KW2094_MARKER: DB = BENCH MARK DISK
 KW2094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2094_SP_SET: BRIDGE
 KW2094_STAMPING: G 159 1942
 KW2094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2094
 KW2094  HISTORY     - Date     Condition        Report By
 KW2094  HISTORY     - 1942     MONUMENTED       CGS
 KW2094  HISTORY     - 1952     GOOD             CGS
 KW2094
 KW2094                          STATION DESCRIPTION
 KW2094
 KW2094'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KW2094'3.8 MI SE FROM SHIPPENSBURG.
 KW2094'0.2 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE FIRST
 KW2094'NATIONAL BANK AT SHIPPENSBURG, CUMBERLAND COUNTY, THENCE 0.7
 KW2094'MILE EAST ALONG THE READING COMPANY RAILWAY, THENCE 1.9 MILES
 KW2094'SOUTHEAST ALONG PAVED ROAD 21006, AND THENCE 1.0 MILE SOUTHEAST
 KW2094'ALONG THE SHIPPENSBURG ROAD, IN THE CENTER OF THE SOUTH GUARD
 KW2094'WALL OF A CONCRETE CREEK BRIDGE 98 FEET WEST OF POWER LINE POLE
 KW2094'GW-41/40-6, AND 10 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 KW2094'A STANDARD DISK, STAMPED F 159 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2305 ***********************************************************************
 KW2305  DESIGNATION -  G 16
 KW2305  PID         -  KW2305
 KW2305  STATE/COUNTY-  PA/CENTRE
 KW2305  USGS QUAD   -  MINGOVILLE (1983)
 KW2305
 KW2305                         *CURRENT SURVEY CONTROL
 KW2305  ___________________________________________________________________
 KW2305* NAD 83(1986)-  40 58 22.     (N)    077 44 20.     (W)     SCALED    
 KW2305* NAVD 88     -       205.886  (meters)     675.48   (feet)  ADJUSTED  
 KW2305  ___________________________________________________________________
 KW2305  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KW2305  DYNAMIC HT  -         205.788 (meters)     675.16  (feet)  COMP
 KW2305  MODELED GRAV-     980,144.9   (mgal)                       NAVD 88
 KW2305
 KW2305  VERT ORDER  -  FIRST     CLASS II
 KW2305
 KW2305.The horizontal coordinates were scaled from a topographic map and have
 KW2305.an estimated accuracy of +/- 6 seconds.
 KW2305
 KW2305.The orthometric height was determined by differential leveling
 KW2305.and adjusted by the National Geodetic Survey in June 1991..
 KW2305
 KW2305.The geoid height was determined by GEOID03.
 KW2305
 KW2305.The dynamic height is computed by dividing the NAVD 88
 KW2305.geopotential number by the normal gravity value computed on the
 KW2305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2305.degrees latitude (g = 980.6199 gals.).
 KW2305
 KW2305.The modeled gravity was interpolated from observed gravity values.
 KW2305
 KW2305;                    North         East    Units  Estimated Accuracy
 KW2305;SPC PA N     -    89,520.      600,940.      MT  (+/- 180 meters Scaled)
 KW2305
 KW2305                          SUPERSEDED SURVEY CONTROL
 KW2305
 KW2305  NGVD 29 (??/??/??)  206.092  (m)          676.15   (f) ADJUSTED    1 2
 KW2305
 KW2305.Superseded values are not recommended for survey control.
 KW2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2305.See file dsdata.txt to determine how the superseded data were derived.
 KW2305
 KW2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL695393(NAD 83)
 KW2305_MARKER: DB = BENCH MARK DISK
 KW2305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2305_STAMPING: G 16 1934
 KW2305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2305+STABILITY: SURFACE MOTION
 KW2305
 KW2305  HISTORY     - Date     Condition        Report By
 KW2305  HISTORY     - 1934     MONUMENTED       CGS
 KW2305  HISTORY     - 1960     GOOD             CGS
 KW2305
 KW2305                          STATION DESCRIPTION
 KW2305
 KW2305'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2305'AT CURTIN.
 KW2305'AT CURTIN, CENTRE COUNTY, 70 FEET NORTH OF THE PENNSYLVANIA
 KW2305'RAILROAD STATION, 40 FEET WEST OF THE WEST RAIL OF THE MAIN
 KW2305'TRACK, AND 6 INCHES LOWER THAN THE RAIL.  A STANDARD DISK,
 KW2305'STAMPED G 16 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1617 ***********************************************************************
 JV1617  DESIGNATION -  G 160
 JV1617  PID         -  JV1617
 JV1617  STATE/COUNTY-  PA/YORK
 JV1617  USGS QUAD   -  ABBOTTSTOWN (1981)
 JV1617
 JV1617                         *CURRENT SURVEY CONTROL
 JV1617  ___________________________________________________________________
 JV1617* NAD 83(1986)-  39 58 40.     (N)    076 53 10.     (W)     SCALED    
 JV1617* NAVD 88     -       144.824  (meters)     475.14   (feet)  ADJUSTED  
 JV1617  ___________________________________________________________________
 JV1617  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 JV1617  DYNAMIC HT  -         144.748 (meters)     474.89  (feet)  COMP
 JV1617  MODELED GRAV-     980,099.7   (mgal)                       NAVD 88
 JV1617
 JV1617  VERT ORDER  -  SECOND    CLASS 0
 JV1617
 JV1617.The horizontal coordinates were scaled from a topographic map and have
 JV1617.an estimated accuracy of +/- 6 seconds.
 JV1617
 JV1617.The orthometric height was determined by differential leveling
 JV1617.and adjusted by the National Geodetic Survey in June 1991..
 JV1617
 JV1617.The geoid height was determined by GEOID03.
 JV1617
 JV1617.The dynamic height is computed by dividing the NAVD 88
 JV1617.geopotential number by the normal gravity value computed on the
 JV1617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1617.degrees latitude (g = 980.6199 gals.).
 JV1617
 JV1617.The modeled gravity was interpolated from observed gravity values.
 JV1617
 JV1617;                    North         East    Units  Estimated Accuracy
 JV1617;SPC PA S     -    71,920.      673,790.      MT  (+/- 180 meters Scaled)
 JV1617
 JV1617                          SUPERSEDED SURVEY CONTROL
 JV1617
 JV1617  NGVD 29 (??/??/??)  145.047  (m)          475.88   (f) ADJUSTED    2 0
 JV1617
 JV1617.Superseded values are not recommended for survey control.
 JV1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1617.See file dsdata.txt to determine how the superseded data were derived.
 JV1617
 JV1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK389269(NAD 83)
 JV1617_MARKER: DB = BENCH MARK DISK
 JV1617_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV1617_SP_SET: CULVERT
 JV1617_STAMPING: G-160 1942
 JV1617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV1617
 JV1617  HISTORY     - Date     Condition        Report By
 JV1617  HISTORY     - 1942     MONUMENTED       CGS
 JV1617  HISTORY     - 20060427 GOOD             GEOCAC
 JV1617
 JV1617                          STATION DESCRIPTION
 JV1617
 JV1617'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1617'6.9 MI SE FROM WELLSVILLE.
 JV1617'1 MILE SOUTH ALONG HIGHWAY NO. 294 FROM THE HIGH SCHOOL AT
 JV1617'WELLSVILLE, THENCE, 3.2 MILES SOUTH-EAST ALONG ROAD NO. 66034,
 JV1617'THENCE, 2.7 MILES SOUTH-EAST ALONG ROAD NO. 66007, ABOUT 300
 JV1617'FT. NORTH-WEST OF THE JUNCTION OF ROAD NO. 66002, 19 FT. NORTH-EAST
 JV1617'OF THE CENTER LINE OF ROAD NO. 66007, SET IN THE NORTH-WEST
 JV1617'MASONERY HEADWALL OF A CULVERT.
 JV1617
 JV1617                          STATION RECOVERY (2006)
 JV1617
 JV1617'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 JV1617'CULVERT IS LOCATED ALONG SALMON RUN RD ABOUT 300 FEET NORTH OF A
 JV1617'T-INTERSECTION WITH CANAL RD GOING EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1629 ***********************************************************************
 JV1629  DESIGNATION -  G 162
 JV1629  PID         -  JV1629
 JV1629  STATE/COUNTY-  PA/YORK
 JV1629  USGS QUAD   -  ABBOTTSTOWN (1981)
 JV1629
 JV1629                         *CURRENT SURVEY CONTROL
 JV1629  ___________________________________________________________________
 JV1629* NAD 83(1986)-  39 56 12.     (N)    076 55 41.     (W)     SCALED    
 JV1629* NAVD 88     -       162.391  (meters)     532.78   (feet)  ADJUSTED  
 JV1629  ___________________________________________________________________
 JV1629  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JV1629  DYNAMIC HT  -         162.306 (meters)     532.50  (feet)  COMP
 JV1629  MODELED GRAV-     980,099.8   (mgal)                       NAVD 88
 JV1629
 JV1629  VERT ORDER  -  SECOND    CLASS 0
 JV1629
 JV1629.The horizontal coordinates were scaled from a topographic map and have
 JV1629.an estimated accuracy of +/- 6 seconds.
 JV1629
 JV1629.The orthometric height was determined by differential leveling
 JV1629.and adjusted by the National Geodetic Survey in June 1991..
 JV1629
 JV1629.The geoid height was determined by GEOID03.
 JV1629
 JV1629.The dynamic height is computed by dividing the NAVD 88
 JV1629.geopotential number by the normal gravity value computed on the
 JV1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1629.degrees latitude (g = 980.6199 gals.).
 JV1629
 JV1629.The modeled gravity was interpolated from observed gravity values.
 JV1629
 JV1629;                    North         East    Units  Estimated Accuracy
 JV1629;SPC PA S     -    67,320.      670,250.      MT  (+/- 180 meters Scaled)
 JV1629
 JV1629                          SUPERSEDED SURVEY CONTROL
 JV1629
 JV1629  NGVD 29 (??/??/??)  162.610  (m)          533.50   (f) ADJUSTED    2 0
 JV1629
 JV1629.Superseded values are not recommended for survey control.
 JV1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1629.See file dsdata.txt to determine how the superseded data were derived.
 JV1629
 JV1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK352225(NAD 83)
 JV1629_MARKER: DB = BENCH MARK DISK
 JV1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1629_STAMPING: G-162 1942
 JV1629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1629+STABILITY: SURFACE MOTION
 JV1629
 JV1629  HISTORY     - Date     Condition        Report By
 JV1629  HISTORY     - 1942     MONUMENTED       CGS
 JV1629  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 JV1629
 JV1629                          STATION DESCRIPTION
 JV1629
 JV1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1629'3 MI E FROM EAST BERLIN.
 JV1629'3.0 MILE EAST ALONG HIGHWAY NO. 234 FROM THE POST-OFFICE AT
 JV1629'EAST BERLIN 33 FT. EAST OF THE CENTER LINE OF A ROAD RUNNING
 JV1629'NORTH, 27 FT. NORTH-EAST OF THE CENTER LINE OF HIGHWAY NO. 234,
 JV1629'1.3 FT. SOUTH OF A WHITE POST STENCILED U.S.B.M., A STANDARD DISK
 JV1629'SET IN A CONCRETE POST IN THE SOUTH-WEST CORNER OF A FIELD.
 JV1629
 JV1629                          STATION RECOVERY (1977)
 JV1629
 JV1629'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 JV1629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2039 ***********************************************************************
 KW2039  DESIGNATION -  G 163
 KW2039  PID         -  KW2039
 KW2039  STATE/COUNTY-  PA/ADAMS
 KW2039  USGS QUAD   -  MOUNT HOLLY SPRINGS (1973)
 KW2039
 KW2039                         *CURRENT SURVEY CONTROL
 KW2039  ___________________________________________________________________
 KW2039* NAD 83(1986)-  40 02 28.     (N)    077 07 58.     (W)     SCALED    
 KW2039* NAVD 88     -       210.104  (meters)     689.32   (feet)  ADJUSTED  
 KW2039  ___________________________________________________________________
 KW2039  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KW2039  DYNAMIC HT  -         209.991 (meters)     688.95  (feet)  COMP
 KW2039  MODELED GRAV-     980,082.5   (mgal)                       NAVD 88
 KW2039
 KW2039  VERT ORDER  -  SECOND    CLASS 0
 KW2039
 KW2039.The horizontal coordinates were scaled from a topographic map and have
 KW2039.an estimated accuracy of +/- 6 seconds.
 KW2039
 KW2039.The orthometric height was determined by differential leveling
 KW2039.and adjusted by the National Geodetic Survey in June 1991..
 KW2039
 KW2039.The geoid height was determined by GEOID03.
 KW2039
 KW2039.The dynamic height is computed by dividing the NAVD 88
 KW2039.geopotential number by the normal gravity value computed on the
 KW2039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2039.degrees latitude (g = 980.6199 gals.).
 KW2039
 KW2039.The modeled gravity was interpolated from observed gravity values.
 KW2039
 KW2039;                    North         East    Units  Estimated Accuracy
 KW2039;SPC PA S     -    78,770.      652,670.      MT  (+/- 180 meters Scaled)
 KW2039
 KW2039                          SUPERSEDED SURVEY CONTROL
 KW2039
 KW2039  NGVD 29 (??/??/??)  210.294  (m)          689.94   (f) ADJUSTED    2 0
 KW2039
 KW2039.Superseded values are not recommended for survey control.
 KW2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2039.See file dsdata.txt to determine how the superseded data were derived.
 KW2039
 KW2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK180344(NAD 83)
 KW2039_MARKER: DB = BENCH MARK DISK
 KW2039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2039_SP_SET: CULVERT
 KW2039_STAMPING: G 163 1942
 KW2039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2039+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2006
 KW2039
 KW2039  HISTORY     - Date     Condition        Report By
 KW2039  HISTORY     - 1942     MONUMENTED       CGS
 KW2039  HISTORY     - 1952     GOOD             USE
 KW2039  HISTORY     - 20010331 GOOD             NGS
 KW2039  HISTORY     - 20060411 GOOD             GEOCAC
 KW2039
 KW2039                          STATION DESCRIPTION
 KW2039
 KW2039'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW2039'4.5 MI E FROM GOODYEAR.
 KW2039'ABOUT 2.1 MILES EAST ALONG ROAD NO. 21030 FROM THE READING CO.
 KW2039'RAILROAD STATION AT GOODYEAR, THENCE, ABOUT 2.4 MILES EAST ALONG
 KW2039'ROAD NO. 01012, 70 FT. SOUTH-WEST OF THE CENTER LINE OF A ROAD
 KW2039'RUNNING EAST, 13 FT. SOUTH OF THE CENTER LINE OF ROAD NO. 01012,
 KW2039'A STANDARD DISK SET IN THE CENTER OF THE SOUTH HEAD WALL OF A
 KW2039'CONCRETE CULVERT.  NOTE-- THE MARK IS 120 FEET SW OF SW CORNER
 KW2039'OF HOUSE AND CORNER IS 7.9 FEET HIGHER.  12 FEET SSE OF CENTER
 KW2039'LINE OF ROAD AND ROAD IF 0.5 FEET LOWER.
 KW2039
 KW2039                          STATION RECOVERY (1952)
 KW2039
 KW2039'RECOVERY NOTE BY US ENGINEERS 1952
 KW2039'RECOVERED IN GOOD CONDITION.
 KW2039
 KW2039                          STATION RECOVERY (2001)
 KW2039
 KW2039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KW2039'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KW2039
 KW2039                          STATION RECOVERY (2006)
 KW2039
 KW2039'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2039'MARK IS 13 FEET SOUTH OF CENTERLINE OF LATIMORE ROAD AND 70 FEET
 KW2039'SOUTHWEST OF CENTERLINE OF STRAYER ROAD RUNNING SOUTHEAST.
 KW2039' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2090 ***********************************************************************
 KW2090  DESIGNATION -  G 164
 KW2090  PID         -  KW2090
 KW2090  STATE/COUNTY-  PA/CUMBERLAND
 KW2090  USGS QUAD   -  DICKINSON (1977)
 KW2090
 KW2090                         *CURRENT SURVEY CONTROL
 KW2090  ___________________________________________________________________
 KW2090* NAD 83(1986)-  40 00 59.     (N)    077 20 07.     (W)     SCALED    
 KW2090* NAVD 88     -       301.302  (meters)     988.52   (feet)  ADJUSTED  
 KW2090  ___________________________________________________________________
 KW2090  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 KW2090  DYNAMIC HT  -         301.129 (meters)     987.95  (feet)  COMP
 KW2090  MODELED GRAV-     980,045.2   (mgal)                       NAVD 88
 KW2090
 KW2090  VERT ORDER  -  SECOND    CLASS 0
 KW2090
 KW2090.The horizontal coordinates were scaled from a topographic map and have
 KW2090.an estimated accuracy of +/- 6 seconds.
 KW2090
 KW2090.The orthometric height was determined by differential leveling
 KW2090.and adjusted by the National Geodetic Survey in June 1991..
 KW2090
 KW2090.The geoid height was determined by GEOID03.
 KW2090
 KW2090.The dynamic height is computed by dividing the NAVD 88
 KW2090.geopotential number by the normal gravity value computed on the
 KW2090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2090.degrees latitude (g = 980.6199 gals.).
 KW2090
 KW2090.The modeled gravity was interpolated from observed gravity values.
 KW2090
 KW2090;                    North         East    Units  Estimated Accuracy
 KW2090;SPC PA S     -    75,930.      635,410.      MT  (+/- 180 meters Scaled)
 KW2090
 KW2090                          SUPERSEDED SURVEY CONTROL
 KW2090
 KW2090  NGVD 29 (??/??/??)  301.489  (m)          989.14   (f) ADJUSTED    2 0
 KW2090
 KW2090.Superseded values are not recommended for survey control.
 KW2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2090.See file dsdata.txt to determine how the superseded data were derived.
 KW2090
 KW2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK006321(NAD 83)
 KW2090_MARKER: DB = BENCH MARK DISK
 KW2090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2090_STAMPING: G 164 1942
 KW2090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2090+STABILITY: SURFACE MOTION
 KW2090
 KW2090  HISTORY     - Date     Condition        Report By
 KW2090  HISTORY     - 1942     MONUMENTED       CGS
 KW2090  HISTORY     - 20060319 GOOD             GEOCAC
 KW2090
 KW2090                          STATION DESCRIPTION
 KW2090
 KW2090'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW2090'2 MI SW FROM PINE GROVE FURNACE.
 KW2090'2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 233 FROM THE POST OFFICE
 KW2090'AT PINE GROVE FURNACE, CUMBERLAND COUNTY, AT A SMALL PARKING
 KW2090'AREA WHICH IS AT THE NORTHEAST END AND ACROSS THE ROAD FROM A
 KW2090'LARGER PARKING AREA, 47 FEET SOUTH OF TELEPHONE POLE 90, 47
 KW2090'FEET SOUTHWEST OF A 14-INCH TRIANGULAR BLAZED OAK TREE, 45 FEET
 KW2090'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT SOUTHEAST
 KW2090'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED G 164 1942
 KW2090'AND SET IN THE TOP OF A CONCRETE POST.
 KW2090
 KW2090                          STATION RECOVERY (2006)
 KW2090
 KW2090'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2090'TELEPHONE POLE HAS BEEN RENUMBERED TO 193.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2071 ***********************************************************************
 KW2071  DESIGNATION -  G 165
 KW2071  PID         -  KW2071
 KW2071  STATE/COUNTY-  PA/CUMBERLAND
 KW2071  USGS QUAD   -  WALNUT BOTTOM (1977)
 KW2071
 KW2071                         *CURRENT SURVEY CONTROL
 KW2071  ___________________________________________________________________
 KW2071* NAD 83(1986)-  40 03 29.     (N)    077 27 11.     (W)     SCALED    
 KW2071* NAVD 88     -       233.321  (meters)     765.49   (feet)  ADJUSTED  
 KW2071  ___________________________________________________________________
 KW2071  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 KW2071  DYNAMIC HT  -         233.189 (meters)     765.05  (feet)  COMP
 KW2071  MODELED GRAV-     980,054.4   (mgal)                       NAVD 88
 KW2071
 KW2071  VERT ORDER  -  SECOND    CLASS 0
 KW2071
 KW2071.The horizontal coordinates were scaled from a topographic map and have
 KW2071.an estimated accuracy of +/- 6 seconds.
 KW2071
 KW2071.The orthometric height was determined by differential leveling
 KW2071.and adjusted by the National Geodetic Survey in June 1991..
 KW2071
 KW2071.The geoid height was determined by GEOID03.
 KW2071
 KW2071.The dynamic height is computed by dividing the NAVD 88
 KW2071.geopotential number by the normal gravity value computed on the
 KW2071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2071.degrees latitude (g = 980.6199 gals.).
 KW2071
 KW2071.The modeled gravity was interpolated from observed gravity values.
 KW2071
 KW2071;                    North         East    Units  Estimated Accuracy
 KW2071;SPC PA S     -    80,510.      625,340.      MT  (+/- 180 meters Scaled)
 KW2071
 KW2071                          SUPERSEDED SURVEY CONTROL
 KW2071
 KW2071  NGVD 29 (??/??/??)  233.521  (m)          766.14   (f) ADJUSTED    2 0
 KW2071
 KW2071.Superseded values are not recommended for survey control.
 KW2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2071.See file dsdata.txt to determine how the superseded data were derived.
 KW2071
 KW2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK907370(NAD 83)
 KW2071_MARKER: DB = BENCH MARK DISK
 KW2071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2071_SP_SET: CULVERT
 KW2071_STAMPING: G 165 1942
 KW2071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2071
 KW2071  HISTORY     - Date     Condition        Report By
 KW2071  HISTORY     - 1942     MONUMENTED       CGS
 KW2071
 KW2071                          STATION DESCRIPTION
 KW2071
 KW2071'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW2071'4 MI SE FROM SHIPPENSBURG.
 KW2071'0.2 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE FIRST
 KW2071'NATIONAL BANK AT SHIPPENSBURG, CUMBERLAND COUNTY THENCE 3.8
 KW2071'MILES EAST ALONG THE READING COMPANY RAILROAD, AT A NORTH AND
 KW2071'SOUTH COUNTRY ROAD CROSSING, 40 FEET EAST OF THE CENTERLINE OF
 KW2071'THE COUNTRY ROAD, 19.5 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 KW2071'TRACK, AND IN THE TOP OF THE SOUTH HEADWALL OF A 3- BY 4-FOOT
 KW2071'BOX CULVERT.  A STANDARD DISK, STAMPED G 165 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1991 ***********************************************************************
 KW1991  DESIGNATION -  G 167
 KW1991  PID         -  KW1991
 KW1991  STATE/COUNTY-  PA/CUMBERLAND
 KW1991  USGS QUAD   -  MECHANICSBURG (1987)
 KW1991
 KW1991                         *CURRENT SURVEY CONTROL
 KW1991  ___________________________________________________________________
 KW1991* NAD 83(1986)-  40 12 47.     (N)    077 01 31.     (W)     SCALED    
 KW1991* NAVD 88     -       128.621  (meters)     421.98   (feet)  ADJUSTED  
 KW1991  ___________________________________________________________________
 KW1991  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 KW1991  DYNAMIC HT  -         128.556 (meters)     421.77  (feet)  COMP
 KW1991  MODELED GRAV-     980,118.2   (mgal)                       NAVD 88
 KW1991
 KW1991  VERT ORDER  -  SECOND    CLASS 0
 KW1991
 KW1991.The horizontal coordinates were scaled from a topographic map and have
 KW1991.an estimated accuracy of +/- 6 seconds.
 KW1991
 KW1991.The orthometric height was determined by differential leveling
 KW1991.and adjusted by the National Geodetic Survey in June 1991..
 KW1991
 KW1991.The geoid height was determined by GEOID03.
 KW1991
 KW1991.The dynamic height is computed by dividing the NAVD 88
 KW1991.geopotential number by the normal gravity value computed on the
 KW1991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1991.degrees latitude (g = 980.6199 gals.).
 KW1991
 KW1991.The modeled gravity was interpolated from observed gravity values.
 KW1991
 KW1991;                    North         East    Units  Estimated Accuracy
 KW1991;SPC PA S     -    97,930.      661,690.      MT  (+/- 180 meters Scaled)
 KW1991
 KW1991                          SUPERSEDED SURVEY CONTROL
 KW1991
 KW1991  NGVD 29 (??/??/??)  128.830  (m)          422.67   (f) ADJUSTED    2 0
 KW1991
 KW1991.Superseded values are not recommended for survey control.
 KW1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1991.See file dsdata.txt to determine how the superseded data were derived.
 KW1991
 KW1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK276533(NAD 83)
 KW1991_MARKER: DB = BENCH MARK DISK
 KW1991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1991_STAMPING: G-167 1942
 KW1991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1991+STABILITY: SURFACE MOTION
 KW1991
 KW1991  HISTORY     - Date     Condition        Report By
 KW1991  HISTORY     - 1942     MONUMENTED       CGS
 KW1991  HISTORY     - 1952     GOOD             CGS
 KW1991  HISTORY     - 20050713 MARK NOT FOUND   USPSQD
 KW1991  HISTORY     - 20050713 MARK NOT FOUND   USPSQD
 KW1991  HISTORY     - 20060324 MARK NOT FOUND   GEOCAC
 KW1991
 KW1991                          STATION DESCRIPTION
 KW1991
 KW1991'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1991'1 MI W FROM MECHANICSBURG.
 KW1991'ABOUT 1.0 MILE WEST ALONG THE MAIN LINE OF THE PENNSYLVANIA
 KW1991'RAILROAD FROM THE STATION AT MECHANICSBURG, AT THE DILLSBURG
 KW1991'JUNCTION, ABOUT 130 FT. SOUTH OF THE CENTER LINE OF THE MAIN
 KW1991'LINE TRACK, 15 FT. NORTH OF THE CENTER LINE OF THE BRANCH LINE
 KW1991'TRACK, 42.5 FT. SOUTH-WEST OF A FENCE CORNER, 1.2 FT. SOUTH
 KW1991'OF A WHITE POST STENCILED U.S.B.M., A STANDARD DISK SET IN A
 KW1991'CONCRETE POST.
 KW1991
 KW1991                          STATION RECOVERY (1952)
 KW1991
 KW1991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 KW1991'RECOVERED IN GOOD CONDITION.
 KW1991
 KW1991                          STATION RECOVERY (2005)
 KW1991
 KW1991'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPP)
 KW1991'THE RAILROAD BRANCH LINE IS ABANDONED. THERE IS 4 TO 5 FEET OF FILL
 KW1991'AND CONSTRUCTION RUBBLE AT THIS SITE. IF THE MARK IS STILL PRESENT IT
 KW1991'IS BURIED BENEATH THE RUBBLE.
 KW1991
 KW1991                          STATION RECOVERY (2005)
 KW1991
 KW1991'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPP)
 KW1991'THE RAILROAD BRANCH HAS BEEN ABANDONED. THERE IS 4 TO 5 FEET OF FILL
 KW1991'AND CONSTRUCTION RUBBLE DUMPED AT THIS LOCATION. IF THE STATION STILL
 KW1991'EXISTS IT IS BURIED BENEATH THE RUBBLE.
 KW1991
 KW1991                          STATION RECOVERY (2006)
 KW1991
 KW1991'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW1991'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1034 ***********************************************************************
 KW1034  DESIGNATION -  G 168
 KW1034  PID         -  KW1034
 KW1034  STATE/COUNTY-  PA/YORK
 KW1034  USGS QUAD   -  STEELTON (1987)
 KW1034
 KW1034                         *CURRENT SURVEY CONTROL
 KW1034  ___________________________________________________________________
 KW1034* NAD 83(1986)-  40 07 32.     (N)    076 45 24.     (W)     SCALED    
 KW1034* NAVD 88     -       163.448  (meters)     536.25   (feet)  ADJUSTED  
 KW1034  ___________________________________________________________________
 KW1034  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KW1034  DYNAMIC HT  -         163.362 (meters)     535.96  (feet)  COMP
 KW1034  MODELED GRAV-     980,094.0   (mgal)                       NAVD 88
 KW1034
 KW1034  VERT ORDER  -  SECOND    CLASS 0
 KW1034
 KW1034.The horizontal coordinates were scaled from a topographic map and have
 KW1034.an estimated accuracy of +/- 6 seconds.
 KW1034
 KW1034.The orthometric height was determined by differential leveling
 KW1034.and adjusted by the National Geodetic Survey in June 1991..
 KW1034
 KW1034.The geoid height was determined by GEOID03.
 KW1034
 KW1034.The dynamic height is computed by dividing the NAVD 88
 KW1034.geopotential number by the normal gravity value computed on the
 KW1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1034.degrees latitude (g = 980.6199 gals.).
 KW1034
 KW1034.The modeled gravity was interpolated from observed gravity values.
 KW1034
 KW1034;                    North         East    Units  Estimated Accuracy
 KW1034;SPC PA S     -    88,440.      684,670.      MT  (+/- 180 meters Scaled)
 KW1034
 KW1034                          SUPERSEDED SURVEY CONTROL
 KW1034
 KW1034  NGVD 29 (??/??/??)  163.672  (m)          536.98   (f) ADJUSTED    2 0
 KW1034
 KW1034.Superseded values are not recommended for survey control.
 KW1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1034.See file dsdata.txt to determine how the superseded data were derived.
 KW1034
 KW1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK503431(NAD 83)
 KW1034_MARKER: DB = BENCH MARK DISK
 KW1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1034_STAMPING: G 168 1942
 KW1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1034+STABILITY: SURFACE MOTION
 KW1034
 KW1034  HISTORY     - Date     Condition        Report By
 KW1034  HISTORY     - 1942     MONUMENTED       CGS
 KW1034  HISTORY     - 1963     MARK NOT FOUND   CGS
 KW1034
 KW1034                          STATION DESCRIPTION
 KW1034
 KW1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1034'2.6 MI NW FROM YORK HAVEN.
 KW1034'ABOUT 2.6 MILES NORTH-WEST ALONG HIGHWAY NO. 24 FROM THE POST
 KW1034'OFFICE AT YORK HAVEN, ABOUT 315 FT. SOUTH-EAST OF A 2-STORY
 KW1034'FRAME HOUSE, 45 FT. NORTH OF A 10-INCH APPLE TREE, 24 FT. SOUTH
 KW1034'OF THE CENTER LINE OF HIGHWAY NO. 24, 10.5 FT. WEST OF THE
 KW1034'CENTER LINE OF A FARM ENTRANCE, 2.0 FT. NORTH OF A WHITE POST
 KW1034'STENCILED U.S.B.M., A STANDARD DISK SET IN A CONCRETE POST.
 KW1034
 KW1034                          STATION RECOVERY (1963)
 KW1034
 KW1034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 KW1034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0697 ***********************************************************************
 KW0697  DESIGNATION -  G 169
 KW0697  PID         -  KW0697
 KW0697  STATE/COUNTY-  PA/LEBANON
 KW0697  USGS QUAD   -  MANHEIM (1995)
 KW0697
 KW0697                         *CURRENT SURVEY CONTROL
 KW0697  ___________________________________________________________________
 KW0697* NAD 83(1986)-  40 14 56.     (N)    076 29 27.     (W)     SCALED    
 KW0697* NAVD 88     -       179.591  (meters)     589.21   (feet)  ADJUSTED  
 KW0697  ___________________________________________________________________
 KW0697  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 KW0697  DYNAMIC HT  -         179.495 (meters)     588.89  (feet)  COMP
 KW0697  MODELED GRAV-     980,085.0   (mgal)                       NAVD 88
 KW0697
 KW0697  VERT ORDER  -  SECOND    CLASS 0
 KW0697
 KW0697.The horizontal coordinates were scaled from a topographic map and have
 KW0697.an estimated accuracy of +/- 6 seconds.
 KW0697
 KW0697.The orthometric height was determined by differential leveling
 KW0697.and adjusted by the National Geodetic Survey in June 1991..
 KW0697
 KW0697.The geoid height was determined by GEOID03.
 KW0697
 KW0697.The dynamic height is computed by dividing the NAVD 88
 KW0697.geopotential number by the normal gravity value computed on the
 KW0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0697.degrees latitude (g = 980.6199 gals.).
 KW0697
 KW0697.The modeled gravity was interpolated from observed gravity values.
 KW0697
 KW0697;                    North         East    Units  Estimated Accuracy
 KW0697;SPC PA S     -   102,420.      707,130.      MT  (+/- 180 meters Scaled)
 KW0697
 KW0697                          SUPERSEDED SURVEY CONTROL
 KW0697
 KW0697  NGVD 29 (??/??/??)  179.831  (m)          590.00   (f) ADJUSTED    2 0
 KW0697
 KW0697.Superseded values are not recommended for survey control.
 KW0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0697.See file dsdata.txt to determine how the superseded data were derived.
 KW0697
 KW0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK732564(NAD 83)
 KW0697_MARKER: DB = BENCH MARK DISK
 KW0697_SETTING: 66 = SET IN ROCK OUTCROP
 KW0697_SP_SET: ROCK OUTCROP
 KW0697_STAMPING: G-169 1942
 KW0697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW0697+STABILITY: POSITION/ELEVATION WELL
 KW0697_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0697+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2006
 KW0697
 KW0697  HISTORY     - Date     Condition        Report By
 KW0697  HISTORY     - 1942     MONUMENTED       CGS
 KW0697  HISTORY     - 20060226 GOOD             GEOCAC
 KW0697
 KW0697                          STATION DESCRIPTION
 KW0697
 KW0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0697'4.7 MI SW FROM CORNWALL.
 KW0697'ABOUT 4.7 MILES SOUTH-WEST ALONG THE CORNWALL AND LEBANON
 KW0697'RAILROAD FROM THE POST OFFICE AT CORNWALL, 48 FT. SOUTH OF THE
 KW0697'CENTER LINE OF THE TRACK, 29.5 FT. SOUTH-EAST OF A 12 INCH RED
 KW0697'OAK TREE WITH A TRIANGULAR BLAZE, 15.5 FT. SOUTH-WEST OF A
 KW0697'14 INCH WHITE OAK TREE WITH A TRIANGULAR BLAZE.  A STANDARD
 KW0697'DISK SET IN A ROCK OUTCROP ALONG A STATE GAME REFUGE BOUNDARY
 KW0697'FENCE.
 KW0697
 KW0697                          STATION RECOVERY (2006)
 KW0697
 KW0697'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0697'FOUND IN GOOD CONDITION. RAILBED IS NOW THE LEBANON VALLEY RAIL TRAIL.
 KW0697'NEW DESCRIPTION FOLLOWS-
 KW0697'ABOUT 1.4 MILES EAST ALONG THE LEBANON VALLEY RAIL TRAIL FROM THE
 KW0697'PARKING AREA AT RT 117, EAST OF A SMALL GULLY WITH STREAM, 67 FEET
 KW0697'(SLOPE) FROM THE CENTER OF THE SOUTH EDGE OF A STONE CULVERT,
 KW0697'50.5 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL PORTION OF THE RAIL
 KW0697'TRAIL, 36.5 FEET NORTH NORTHWEST OF A 36 INCH DOUBLE TRUNK TREE, 33.5
 KW0697'FEET EAST OF A 24 INCH TREE BESIDE A 3 FOOT BY 5 FOOT BY 3 FOOT HIGH
 KW0697'ROCK, 15.5 FEET SOUTHWEST OF A 28 INCH TREE, 15 FEET EAST SOUTHEAST OF
 KW0697'THE SOUTHEAST EDGE OF AN 8 FOOT BY 12 FOOT ROCK OUTCROP PROJECTING 3
 KW0697'FEET.
 KW0697'A STANDARD DISK SET ON A SHELF PROJECTING 5 FEET FROM THE FACE OF A
 KW0697'LARGE ROCK OUTCROP. COORDS N401456.8 W0762925.5
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1071 ***********************************************************************
 LZ1071  DESIGNATION -  G 17
 LZ1071  PID         -  LZ1071
 LZ1071  STATE/COUNTY-  PA/LYCOMING
 LZ1071  USGS QUAD   -  WATERVILLE (1983)
 LZ1071
 LZ1071                         *CURRENT SURVEY CONTROL
 LZ1071  ___________________________________________________________________
 LZ1071* NAD 83(1986)-  41 18 32.     (N)    077 21 47.     (W)     SCALED    
 LZ1071* NAVD 88     -       189.041  (meters)     620.21   (feet)  ADJUSTED  
 LZ1071  ___________________________________________________________________
 LZ1071  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 LZ1071  DYNAMIC HT  -         188.958 (meters)     619.94  (feet)  COMP
 LZ1071  MODELED GRAV-     980,181.3   (mgal)                       NAVD 88
 LZ1071
 LZ1071  VERT ORDER  -  SECOND    CLASS 0
 LZ1071
 LZ1071.The horizontal coordinates were scaled from a topographic map and have
 LZ1071.an estimated accuracy of +/- 6 seconds.
 LZ1071
 LZ1071.The orthometric height was determined by differential leveling
 LZ1071.and adjusted by the National Geodetic Survey in June 1991..
 LZ1071
 LZ1071.The geoid height was determined by GEOID03.
 LZ1071
 LZ1071.The dynamic height is computed by dividing the NAVD 88
 LZ1071.geopotential number by the normal gravity value computed on the
 LZ1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1071.degrees latitude (g = 980.6199 gals.).
 LZ1071
 LZ1071.The modeled gravity was interpolated from observed gravity values.
 LZ1071
 LZ1071;                    North         East    Units  Estimated Accuracy
 LZ1071;SPC PA N     -   126,920.      632,400.      MT  (+/- 180 meters Scaled)
 LZ1071
 LZ1071                          SUPERSEDED SURVEY CONTROL
 LZ1071
 LZ1071  NGVD 29 (??/??/92)  189.236  (m)          620.85   (f) ADJ UNCH    2 0
 LZ1071
 LZ1071.Superseded values are not recommended for survey control.
 LZ1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1071.See file dsdata.txt to determine how the superseded data were derived.
 LZ1071
 LZ1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL021757(NAD 83)
 LZ1071_MARKER: DB = BENCH MARK DISK
 LZ1071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1071_SP_SET: PIER
 LZ1071_STAMPING: G 17 1934
 LZ1071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1071
 LZ1071  HISTORY     - Date     Condition        Report By
 LZ1071  HISTORY     - 1934     MONUMENTED       CGS
 LZ1071
 LZ1071                          STATION DESCRIPTION
 LZ1071
 LZ1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1071'0.1 MI S FROM WATERVILLE.
 LZ1071'ABOUT 0.1 MILE SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LZ1071'THE STATION AT WATERVILLE, LYCOMING COUNTY, AT A BRIDGE, IN THE
 LZ1071'TOP OF THE WEST END OF THE CENTER PIER, AND ABOUT 5 FEET LOWER
 LZ1071'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED G 17 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0765 ***********************************************************************
 KW0765  DESIGNATION -  G 170
 KW0765  PID         -  KW0765
 KW0765  STATE/COUNTY-  PA/LANCASTER
 KW0765  USGS QUAD   -  COLUMBIA EAST (1995)
 KW0765
 KW0765                         *CURRENT SURVEY CONTROL
 KW0765  ___________________________________________________________________
 KW0765* NAD 83(1986)-  40 06 22.     (N)    076 26 36.     (W)     SCALED    
 KW0765* NAVD 88     -       115.431  (meters)     378.71   (feet)  ADJUSTED  
 KW0765  ___________________________________________________________________
 KW0765  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 KW0765  DYNAMIC HT  -         115.371 (meters)     378.51  (feet)  COMP
 KW0765  MODELED GRAV-     980,101.9   (mgal)                       NAVD 88
 KW0765
 KW0765  VERT ORDER  -  SECOND    CLASS 0
 KW0765
 KW0765.The horizontal coordinates were scaled from a topographic map and have
 KW0765.an estimated accuracy of +/- 6 seconds.
 KW0765
 KW0765.The orthometric height was determined by differential leveling
 KW0765.and adjusted by the National Geodetic Survey in June 1991..
 KW0765
 KW0765.The geoid height was determined by GEOID03.
 KW0765
 KW0765.The dynamic height is computed by dividing the NAVD 88
 KW0765.geopotential number by the normal gravity value computed on the
 KW0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0765.degrees latitude (g = 980.6199 gals.).
 KW0765
 KW0765.The modeled gravity was interpolated from observed gravity values.
 KW0765
 KW0765;                    North         East    Units  Estimated Accuracy
 KW0765;SPC PA S     -    86,630.      711,400.      MT  (+/- 180 meters Scaled)
 KW0765
 KW0765                          SUPERSEDED SURVEY CONTROL
 KW0765
 KW0765  NGVD 29 (??/??/??)  115.672  (m)          379.50   (f) ADJUSTED    2 0
 KW0765
 KW0765.Superseded values are not recommended for survey control.
 KW0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0765.See file dsdata.txt to determine how the superseded data were derived.
 KW0765
 KW0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK769405(NAD 83)
 KW0765_MARKER: DB = BENCH MARK DISK
 KW0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0765_STAMPING: G 170 1942
 KW0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0765+STABILITY: SURFACE MOTION
 KW0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0765+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2005
 KW0765
 KW0765  HISTORY     - Date     Condition        Report By
 KW0765  HISTORY     - 1942     MONUMENTED       CGS
 KW0765  HISTORY     - 1954     MARK NOT FOUND   USGS
 KW0765  HISTORY     - 20051113 GOOD             GEOCAC
 KW0765
 KW0765                          STATION DESCRIPTION
 KW0765
 KW0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0765'1.5 MI NW FROM LANDISVILLE.
 KW0765'ABOUT 1.5 MILES NORTHWEST ALONG THE PENN. RAILROAD FROM THE
 KW0765'FREIGHT STATION AT LANDISVILLE, ABOUT 7 RAILS SOUTHEAST OF A
 KW0765'SPUR TRACK SWITCH, 66 FEET WEST OF A STEEL TROLLEY POLE, 20 FEET
 KW0765'SOUTH OF THE SOUTH RAIL OF THE TRACK, 2.0 FEET NORTH OF A WHITE
 KW0765'POST STENCILED U.S.B.M.   A STANDARD DISK SET IN A CONCRETE POST.
 KW0765
 KW0765                          STATION RECOVERY (1954)
 KW0765
 KW0765'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 KW0765'MARK NOT FOUND.
 KW0765
 KW0765                          STATION RECOVERY (2005)
 KW0765
 KW0765'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0765'STATION IS 66 FEET WEST OF THE POLE EAST OF THE SET OF POLES MARKED
 KW0765'P1144, IN A SMALL PATCH OF TREES AND BRUSH.
 KW0765' 
 KW0765'N 40 06 23.6 W 076 26 31.6
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0690 ***********************************************************************
 KW0690  DESIGNATION -  G 171
 KW0690  PID         -  KW0690
 KW0690  STATE/COUNTY-  PA/LANCASTER
 KW0690  USGS QUAD   -  LITITZ (1995)
 KW0690
 KW0690                         *CURRENT SURVEY CONTROL
 KW0690  ___________________________________________________________________
 KW0690* NAD 83(1986)-  40 13 33.     (N)    076 18 09.     (W)     SCALED    
 KW0690* NAVD 88     -       164.050  (meters)     538.22   (feet)  ADJUSTED  
 KW0690  ___________________________________________________________________
 KW0690  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 KW0690  DYNAMIC HT  -         163.963 (meters)     537.94  (feet)  COMP
 KW0690  MODELED GRAV-     980,088.9   (mgal)                       NAVD 88
 KW0690
 KW0690  VERT ORDER  -  SECOND    CLASS 0
 KW0690
 KW0690.The horizontal coordinates were scaled from a topographic map and have
 KW0690.an estimated accuracy of +/- 6 seconds.
 KW0690
 KW0690.The orthometric height was determined by differential leveling
 KW0690.and adjusted by the National Geodetic Survey in June 1991..
 KW0690
 KW0690.The geoid height was determined by GEOID03.
 KW0690
 KW0690.The dynamic height is computed by dividing the NAVD 88
 KW0690.geopotential number by the normal gravity value computed on the
 KW0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0690.degrees latitude (g = 980.6199 gals.).
 KW0690
 KW0690.The modeled gravity was interpolated from observed gravity values.
 KW0690
 KW0690;                    North         East    Units  Estimated Accuracy
 KW0690;SPC PA S     -   100,110.      723,190.      MT  (+/- 180 meters Scaled)
 KW0690
 KW0690                          SUPERSEDED SURVEY CONTROL
 KW0690
 KW0690  NGVD 29 (??/??/??)  164.265  (m)          538.93   (f) ADJUSTED    2 0
 KW0690
 KW0690.Superseded values are not recommended for survey control.
 KW0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0690.See file dsdata.txt to determine how the superseded data were derived.
 KW0690
 KW0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK891536(NAD 83)
 KW0690_MARKER: DB = BENCH MARK DISK
 KW0690_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0690_SP_SET: CONC PUMP BASE
 KW0690_STAMPING: G 171 1942
 KW0690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW0690+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2000
 KW0690
 KW0690  HISTORY     - Date     Condition        Report By
 KW0690  HISTORY     - 1942     MONUMENTED       CGS
 KW0690  HISTORY     - 20000601 GOOD             PADT
 KW0690  HISTORY     - 20050319 GOOD             GEOCAC
 KW0690
 KW0690                          STATION DESCRIPTION
 KW0690
 KW0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0690'2.5 MI NW FROM CLAY.
 KW0690'ABOUT 2.5 MILES NORTHWEST ALONG HIGHWAY U.S. 322 FROM THE
 KW0690'POST OFFICE AT CLAY, AT BRICKERSVILLE, AT THE JUNCTION OF
 KW0690'HIGHWAY NO. 501, 69 FEET NORTHEAST OF WEIDMANS STORE BUILDING,
 KW0690'62 FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY NO. 501, 20.5
 KW0690'FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY U.S. 322.  A STANDARD
 KW0690'DISK SET IN THE TOP OF THE NORTHWEST CORNER OF A CONCRETE PUMP
 KW0690'BASE.
 KW0690
 KW0690                          STATION RECOVERY (2000)
 KW0690
 KW0690'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (AJH)
 KW0690'RECOVERED IN GOOD CONDITION.
 KW0690
 KW0690                          STATION RECOVERY (2005)
 KW0690
 KW0690'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0690'BUILDING IS THE BRICKERVILLE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0712 ***********************************************************************
 KW0712  DESIGNATION -  G 172
 KW0712  PID         -  KW0712
 KW0712  STATE/COUNTY-  PA/LANCASTER
 KW0712  USGS QUAD   -  SINKING SPRING (1987)
 KW0712
 KW0712                         *CURRENT SURVEY CONTROL
 KW0712  ___________________________________________________________________
 KW0712* NAD 83(1986)-  40 16 00.     (N)    076 07 22.     (W)     SCALED    
 KW0712* NAVD 88     -       142.144  (meters)     466.35   (feet)  ADJUSTED  
 KW0712  ___________________________________________________________________
 KW0712  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 KW0712  DYNAMIC HT  -         142.067 (meters)     466.10  (feet)  COMP
 KW0712  MODELED GRAV-     980,086.0   (mgal)                       NAVD 88
 KW0712
 KW0712  VERT ORDER  -  SECOND    CLASS 0
 KW0712
 KW0712.The horizontal coordinates were scaled from a topographic map and have
 KW0712.an estimated accuracy of +/- 6 seconds.
 KW0712
 KW0712.The orthometric height was determined by differential leveling
 KW0712.and adjusted by the National Geodetic Survey in June 1991..
 KW0712
 KW0712.The geoid height was determined by GEOID03.
 KW0712
 KW0712.The dynamic height is computed by dividing the NAVD 88
 KW0712.geopotential number by the normal gravity value computed on the
 KW0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0712.degrees latitude (g = 980.6199 gals.).
 KW0712
 KW0712.The modeled gravity was interpolated from observed gravity values.
 KW0712
 KW0712;                    North         East    Units  Estimated Accuracy
 KW0712;SPC PA S     -   104,910.      738,400.      MT  (+/- 180 meters Scaled)
 KW0712
 KW0712                          SUPERSEDED SURVEY CONTROL
 KW0712
 KW0712  NGVD 29 (??/??/??)  142.388  (m)          467.15   (f) ADJUSTED    2 0
 KW0712
 KW0712.Superseded values are not recommended for survey control.
 KW0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0712.See file dsdata.txt to determine how the superseded data were derived.
 KW0712
 KW0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK045579(NAD 83)
 KW0712_MARKER: DB = BENCH MARK DISK
 KW0712_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0712_SP_SET: BUILDING
 KW0712_STAMPING: G 172 1942
 KW0712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0712_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0712+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2006
 KW0712
 KW0712  HISTORY     - Date     Condition        Report By
 KW0712  HISTORY     - 1942     MONUMENTED       CGS
 KW0712  HISTORY     - 20020209 GOOD             USPSQD
 KW0712  HISTORY     - 20060409 GOOD             GEOCAC
 KW0712
 KW0712                          STATION DESCRIPTION
 KW0712
 KW0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0712'AT REINHOLDS.
 KW0712'AT REINHOLDS, ABOUT 0.3 MILE NORTHWEST OF THE READING CO.
 KW0712'RAILROAD STATION, 25 FEET EAST OF THE WEST ENTRANCE OF THE
 KW0712'REINHOLDS SCHOOL.  A STANDARD DISK SET VERTICALLY IN THE SOUTH
 KW0712'BRICK WALL OF THE SCHOOL BUILDING, ABOUT 2.4 FEET ABOVE THE
 KW0712'GROUND.
 KW0712
 KW0712                          STATION RECOVERY (2002)
 KW0712
 KW0712'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW0712'RECOVERED IN GOOD CONDITION.
 KW0712
 KW0712                          STATION RECOVERY (2006)
 KW0712
 KW0712'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0712'BUILDING IS NOW THE COCALICO SENIOR ASSOCIATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0583 ***********************************************************************
 KW0583  DESIGNATION -  G 173 PADH
 KW0583  PID         -  KW0583
 KW0583  STATE/COUNTY-  PA/BERKS
 KW0583  USGS QUAD   -  BETHEL (1992)
 KW0583
 KW0583                         *CURRENT SURVEY CONTROL
 KW0583  ___________________________________________________________________
 KW0583* NAD 83(1986)-  40 27 32.     (N)    076 16 57.     (W)     SCALED    
 KW0583* NAVD 88     -       147.779  (meters)     484.84   (feet)  ADJUSTED  
 KW0583  ___________________________________________________________________
 KW0583  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 KW0583  DYNAMIC HT  -         147.703 (meters)     484.59  (feet)  COMP
 KW0583  MODELED GRAV-     980,106.8   (mgal)                       NAVD 88
 KW0583
 KW0583  VERT ORDER  -  SECOND    CLASS 0
 KW0583
 KW0583.The horizontal coordinates were scaled from a topographic map and have
 KW0583.an estimated accuracy of +/- 6 seconds.
 KW0583
 KW0583.The orthometric height was determined by differential leveling
 KW0583.and adjusted by the National Geodetic Survey in June 1991..
 KW0583
 KW0583.The geoid height was determined by GEOID03.
 KW0583
 KW0583.The dynamic height is computed by dividing the NAVD 88
 KW0583.geopotential number by the normal gravity value computed on the
 KW0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0583.degrees latitude (g = 980.6199 gals.).
 KW0583
 KW0583.The modeled gravity was interpolated from observed gravity values.
 KW0583
 KW0583;                    North         East    Units  Estimated Accuracy
 KW0583;SPC PA S     -   126,010.      724,460.      MT  (+/- 180 meters Scaled)
 KW0583
 KW0583                          SUPERSEDED SURVEY CONTROL
 KW0583
 KW0583  NGVD 29 (??/??/??)  147.983  (m)          485.51   (f) ADJUSTED    2 0
 KW0583
 KW0583.Superseded values are not recommended for survey control.
 KW0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0583.See file dsdata.txt to determine how the superseded data were derived.
 KW0583
 KW0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK912794(NAD 83)
 KW0583_MARKER: DD = SURVEY DISK
 KW0583_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0583_SP_SET: BRIDGE
 KW0583_STAMPING: G 173 1942
 KW0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0583_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0583+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2002
 KW0583
 KW0583  HISTORY     - Date     Condition        Report By
 KW0583  HISTORY     - 1942     MONUMENTED       PADH
 KW0583  HISTORY     - 1942     GOOD             CGS
 KW0583  HISTORY     - 20021130 GOOD             USPSQD
 KW0583
 KW0583                          STATION DESCRIPTION
 KW0583
 KW0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0583'1.4 MI S FROM BETHEL.
 KW0583'1.2 MILES SOUTH ALONG STATE HIGHWAY NO. 243 FROM THE POST OFFICE
 KW0583'AT BETHEL, THENCE 0.2 MILE EAST ALONG A PAVED ROAD NO. 06007,
 KW0583'AT CONCRETE BRIDGE NO. 0/10 OVER LITTLE SWATARA CREED.  A
 KW0583'PENNSYLVANIA DEPARTMENT OF HIGHWAYS BRONZE DISK, SET IN THE TOP
 KW0583'OF THE NORTHEAST WINGWALL, AND 13.5 FEET NORTH OF THE CENTERLINE
 KW0583'OF THE ROAD.
 KW0583
 KW0583                          STATION RECOVERY (2002)
 KW0583
 KW0583'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW0583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0172 ***********************************************************************
 KW0172  DESIGNATION -  G 174
 KW0172  PID         -  KW0172
 KW0172  STATE/COUNTY-  PA/SCHUYLKILL
 KW0172  USGS QUAD   -  FRIEDENSBURG (1976)
 KW0172
 KW0172                         *CURRENT SURVEY CONTROL
 KW0172  ___________________________________________________________________
 KW0172* NAD 83(1986)-  40 31 48.     (N)    076 13 21.     (W)     SCALED    
 KW0172* NAVD 88     -       412.172  (meters)    1352.27   (feet)  ADJUSTED  
 KW0172  ___________________________________________________________________
 KW0172  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 KW0172  DYNAMIC HT  -         411.962 (meters)    1351.58  (feet)  COMP
 KW0172  MODELED GRAV-     980,102.0   (mgal)                       NAVD 88
 KW0172
 KW0172  VERT ORDER  -  SECOND    CLASS 0
 KW0172
 KW0172.The horizontal coordinates were scaled from a topographic map and have
 KW0172.an estimated accuracy of +/- 6 seconds.
 KW0172
 KW0172.The orthometric height was determined by differential leveling
 KW0172.and adjusted by the National Geodetic Survey in June 1991..
 KW0172
 KW0172.The geoid height was determined by GEOID03.
 KW0172
 KW0172.The dynamic height is computed by dividing the NAVD 88
 KW0172.geopotential number by the normal gravity value computed on the
 KW0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0172.degrees latitude (g = 980.6199 gals.).
 KW0172
 KW0172.The modeled gravity was interpolated from observed gravity values.
 KW0172
 KW0172;                    North         East    Units  Estimated Accuracy
 KW0172;SPC PA S     -   133,990.      729,410.      MT  (+/- 180 meters Scaled)
 KW0172
 KW0172                          SUPERSEDED SURVEY CONTROL
 KW0172
 KW0172  NGVD 29 (??/??/??)  412.367  (m)         1352.91   (f) ADJUSTED    2 0
 KW0172
 KW0172.Superseded values are not recommended for survey control.
 KW0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0172.See file dsdata.txt to determine how the superseded data were derived.
 KW0172
 KW0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK964873(NAD 83)
 KW0172_MARKER: DB = BENCH MARK DISK
 KW0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0172_STAMPING: G 174 1942
 KW0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0172+STABILITY: SURFACE MOTION
 KW0172
 KW0172  HISTORY     - Date     Condition        Report By
 KW0172  HISTORY     - 1942     MONUMENTED       CGS
 KW0172
 KW0172                          STATION DESCRIPTION
 KW0172
 KW0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0172'2.9 MI S FROM SUMMIT STATION.
 KW0172'2.9 MILES SOUTH ALONG STATE HIGHWAY NO. 83 FROM THE POST OFFICE
 KW0172'AT SUMMIT STATION, 0.2 MILE NORTHEAST OF THE APPALACHIAN TRAIL
 KW0172'CROSSING AT A LOG RESTAURANT ON THE TOP OF THE MOUNTAIN, AT AN
 KW0172'ABANDONED ROCK QUARRY, 103 FEET SOUTHWEST OF THE CENTERLINE OF
 KW0172'THE DIRT ROAD ENTRANCE, 52 FEET SOUTHEAST OF THE CENTERLINE OF
 KW0172'THE HIGHWAY, 9 FEET SOUTHEAST OF A 12-INCH TRIANGLE-BLAZED OAK
 KW0172'TREE, 7 FEET SOUTHWEST OF THE DEAD END OF A DIRT ROAD, AND 1 FOOT
 KW0172'NORTH OF A STANDARD REFERENCE POST.  A STANDARD DISK, SET IN THE
 KW0172'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1112 ***********************************************************************
 KW1112  DESIGNATION -  G 175
 KW1112  PID         -  KW1112
 KW1112  STATE/COUNTY-  PA/DAUPHIN
 KW1112  USGS QUAD   -  ENDERS (1974)
 KW1112
 KW1112                         *CURRENT SURVEY CONTROL
 KW1112  ___________________________________________________________________
 KW1112* NAD 83(1986)-  40 22 42.     (N)    076 49 28.     (W)     SCALED    
 KW1112* NAVD 88     -       153.262  (meters)     502.83   (feet)  ADJUSTED  
 KW1112  ___________________________________________________________________
 KW1112  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 KW1112  DYNAMIC HT  -         153.185 (meters)     502.57  (feet)  COMP
 KW1112  MODELED GRAV-     980,121.6   (mgal)                       NAVD 88
 KW1112
 KW1112  VERT ORDER  -  SECOND    CLASS 0
 KW1112
 KW1112.The horizontal coordinates were scaled from a topographic map and have
 KW1112.an estimated accuracy of +/- 6 seconds.
 KW1112
 KW1112.The orthometric height was determined by differential leveling
 KW1112.and adjusted by the National Geodetic Survey in June 1991..
 KW1112
 KW1112.The geoid height was determined by GEOID03.
 KW1112
 KW1112.The dynamic height is computed by dividing the NAVD 88
 KW1112.geopotential number by the normal gravity value computed on the
 KW1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1112.degrees latitude (g = 980.6199 gals.).
 KW1112
 KW1112.The modeled gravity was interpolated from observed gravity values.
 KW1112
 KW1112;                    North         East    Units  Estimated Accuracy
 KW1112;SPC PA S     -   116,440.      678,590.      MT  (+/- 180 meters Scaled)
 KW1112
 KW1112                          SUPERSEDED SURVEY CONTROL
 KW1112
 KW1112  NGVD 29 (??/??/??)  153.480  (m)          503.54   (f) ADJUSTED    2 0
 KW1112
 KW1112.Superseded values are not recommended for survey control.
 KW1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1112.See file dsdata.txt to determine how the superseded data were derived.
 KW1112
 KW1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK451713(NAD 83)
 KW1112_MARKER: DB = BENCH MARK DISK
 KW1112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1112_SP_SET: BUILDING
 KW1112_STAMPING: G 175 1942
 KW1112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1112
 KW1112  HISTORY     - Date     Condition        Report By
 KW1112  HISTORY     - 1942     MONUMENTED       CGS
 KW1112  HISTORY     - 20040915 MARK NOT FOUND   GEOCAC
 KW1112
 KW1112                          STATION DESCRIPTION
 KW1112
 KW1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1112'6.9 MI E FROM DAUPHIN.
 KW1112'1.6 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1112'STATION A DAUPHIN, THENCE 5.3 MILES NORTHEAST ALONG STATE
 KW1112'HIGHWAY 443, SET IN THE NORTH FACE AT THE NORTHEAST CORNER OF THE
 KW1112'STONE FOUNDATION OF A FRAME BUILDING, 52.6 FEET SOUTH OF THE
 KW1112'CENTERLINE OF THE HIGHWAY, 11.4 FEET EAST OF THE EAST EDGE OF
 KW1112'THE DOOR FACING THE HIGHWAY, 4.5 FEET ABOVE THE GROUND, 3 FEET
 KW1112'WEST OF THE NORTHEAST CORNER OF THE BUILDING.  A STANDARD DISK
 KW1112'SET VERTICALLY.
 KW1112
 KW1112                          STATION RECOVERY (2004)
 KW1112
 KW1112'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1112'THE BUILDING IS GONE. PART OF A FOUNDATION REMAINS AT GROUND LEVEL BUT
 KW1112'THERE IS NO FOUNDATION ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1157 ***********************************************************************
 KW1157  DESIGNATION -  G 176
 KW1157  PID         -  KW1157
 KW1157  STATE/COUNTY-  PA/DAUPHIN
 KW1157  USGS QUAD   -  HERSHEY (1990)
 KW1157
 KW1157                         *CURRENT SURVEY CONTROL
 KW1157  ___________________________________________________________________
 KW1157* NAD 83(1986)-  40 18 01.     (N)    076 41 27.     (W)     SCALED    
 KW1157* NAVD 88     -       147.604  (meters)     484.26   (feet)  ADJUSTED  
 KW1157  ___________________________________________________________________
 KW1157  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 KW1157  DYNAMIC HT  -         147.529 (meters)     484.02  (feet)  COMP
 KW1157  MODELED GRAV-     980,118.5   (mgal)                       NAVD 88
 KW1157
 KW1157  VERT ORDER  -  SECOND    CLASS 0
 KW1157
 KW1157.The horizontal coordinates were scaled from a topographic map and have
 KW1157.an estimated accuracy of +/- 6 seconds.
 KW1157
 KW1157.The orthometric height was determined by differential leveling
 KW1157.and adjusted by the National Geodetic Survey in June 1991..
 KW1157
 KW1157.The geoid height was determined by GEOID03.
 KW1157
 KW1157.The dynamic height is computed by dividing the NAVD 88
 KW1157.geopotential number by the normal gravity value computed on the
 KW1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1157.degrees latitude (g = 980.6199 gals.).
 KW1157
 KW1157.The modeled gravity was interpolated from observed gravity values.
 KW1157
 KW1157;                    North         East    Units  Estimated Accuracy
 KW1157;SPC PA S     -   107,900.      690,040.      MT  (+/- 180 meters Scaled)
 KW1157
 KW1157                          SUPERSEDED SURVEY CONTROL
 KW1157
 KW1157  NGVD 29 (??/??/??)  147.822  (m)          484.98   (f) ADJUSTED    2 0
 KW1157
 KW1157.Superseded values are not recommended for survey control.
 KW1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1157.See file dsdata.txt to determine how the superseded data were derived.
 KW1157
 KW1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK563624(NAD 83)
 KW1157_MARKER: DB = BENCH MARK DISK
 KW1157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1157_SP_SET: CULVERT
 KW1157_STAMPING: G 176 1942
 KW1157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1157
 KW1157  HISTORY     - Date     Condition        Report By
 KW1157  HISTORY     - 1942     MONUMENTED       CGS
 KW1157  HISTORY     - 19950601 MARK NOT FOUND   USPSQD
 KW1157  HISTORY     - 20040730 MARK NOT FOUND   USPSQD
 KW1157
 KW1157                          STATION DESCRIPTION
 KW1157
 KW1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1157'2.3 MI N FROM SWATARA.
 KW1157'2.3 MILES NORTH ALONG THE COUNTY ROAD FROM THE STATION AT
 KW1157'SWATARA, SET IN THE CENTER OF THE RETAINING WALL NEAR THE
 KW1157'NORTHEAST END OF AN 18-INCH PIPE CULVERT UNDER ROAD, 79.3 FEET
 KW1157'SOUTHEAST OF POLE NO. 113, 62.4 FEET NORTHWEST OF POLE 112,
 KW1157'15 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 1 FOOT SOUTHWEST
 KW1157'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK.
 KW1157
 KW1157                          STATION RECOVERY (1995)
 KW1157
 KW1157'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW1157'MARK NOT FOUND.
 KW1157
 KW1157                          STATION RECOVERY (2004)
 KW1157
 KW1157'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 KW1157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1486 ***********************************************************************
 KW1486  DESIGNATION -  G 177
 KW1486  PID         -  KW1486
 KW1486  STATE/COUNTY-  PA/DAUPHIN
 KW1486  USGS QUAD   -  TOWER CITY (1974)
 KW1486
 KW1486                         *CURRENT SURVEY CONTROL
 KW1486  ___________________________________________________________________
 KW1486* NAD 83(1986)-  40 31 43.     (N)    076 36 34.     (W)     SCALED    
 KW1486* NAVD 88     -       224.313  (meters)     735.93   (feet)  ADJUSTED  
 KW1486  ___________________________________________________________________
 KW1486  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KW1486  DYNAMIC HT  -         224.200 (meters)     735.56  (feet)  COMP
 KW1486  MODELED GRAV-     980,117.0   (mgal)                       NAVD 88
 KW1486
 KW1486  VERT ORDER  -  SECOND    CLASS 0
 KW1486
 KW1486.The horizontal coordinates were scaled from a topographic map and have
 KW1486.an estimated accuracy of +/- 6 seconds.
 KW1486
 KW1486.The orthometric height was determined by differential leveling
 KW1486.and adjusted by the National Geodetic Survey in June 1991..
 KW1486
 KW1486.The geoid height was determined by GEOID03.
 KW1486
 KW1486.The dynamic height is computed by dividing the NAVD 88
 KW1486.geopotential number by the normal gravity value computed on the
 KW1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1486.degrees latitude (g = 980.6199 gals.).
 KW1486
 KW1486.The modeled gravity was interpolated from observed gravity values.
 KW1486
 KW1486;                    North         East    Units  Estimated Accuracy
 KW1486;SPC PA S     -   133,340.      696,640.      MT  (+/- 180 meters Scaled)
 KW1486
 KW1486                          SUPERSEDED SURVEY CONTROL
 KW1486
 KW1486  NGVD 29 (??/??/??)  224.546  (m)          736.70   (f) ADJUSTED    2 0
 KW1486
 KW1486.Superseded values are not recommended for survey control.
 KW1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1486.See file dsdata.txt to determine how the superseded data were derived.
 KW1486
 KW1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK636876(NAD 83)
 KW1486_MARKER: DB = BENCH MARK DISK
 KW1486_SETTING: 80 = SET IN A BOULDER
 KW1486_SP_SET: BOULDER
 KW1486_STAMPING: G 177 1942
 KW1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1486+STABILITY: SURFACE MOTION
 KW1486_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1486+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2004
 KW1486
 KW1486  HISTORY     - Date     Condition        Report By
 KW1486  HISTORY     - 1942     MONUMENTED       CGS
 KW1486  HISTORY     - 20040915 GOOD             GEOCAC
 KW1486
 KW1486                          STATION DESCRIPTION
 KW1486
 KW1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1486'6.2 MI SW FROM TOWER CITY.
 KW1486'6.2 MILES SOUTHWEST ALONG THE COUNTY ROAD FROM THE STATION AT
 KW1486'TOWER CITY, 0.1 MILE EAST OF A SMALL FARM HOUSE ON THE SOUTH
 KW1486'SLOPE OF THE HILL, SET IN THE TOP OF A LARGE ROCK BOULDER AT
 KW1486'THE INTERSECTION OF THE MAIN ROAD AND A SIDE ROAD LEADING
 KW1486'SOUTH, 75.6 FEET SOUTH OF THE CENTERLINE OF THE MAIN ROAD, 6.3
 KW1486'FEET EAST OF THE CENTERLINE OF THE SIDE ROAD.  A STANDARD DISK.
 KW1486
 KW1486                          STATION RECOVERY (2004)
 KW1486
 KW1486'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1486'THE COUNTY ROAD IS STATE ROUTE 325. THERE IS NO ROAD LEADING SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1096 ***********************************************************************
 KW1096  DESIGNATION -  G 178
 KW1096  PID         -  KW1096
 KW1096  STATE/COUNTY-  PA/DAUPHIN
 KW1096  USGS QUAD   -  ENDERS (1974)
 KW1096
 KW1096                         *CURRENT SURVEY CONTROL
 KW1096  ___________________________________________________________________
 KW1096* NAD 83(1986)-  40 26 04.     (N)    076 49 49.     (W)     SCALED    
 KW1096* NAVD 88     -       176.266  (meters)     578.30   (feet)  ADJUSTED  
 KW1096  ___________________________________________________________________
 KW1096  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KW1096  DYNAMIC HT  -         176.178 (meters)     578.01  (feet)  COMP
 KW1096  MODELED GRAV-     980,125.6   (mgal)                       NAVD 88
 KW1096
 KW1096  VERT ORDER  -  SECOND    CLASS 0
 KW1096
 KW1096.The horizontal coordinates were scaled from a topographic map and have
 KW1096.an estimated accuracy of +/- 6 seconds.
 KW1096
 KW1096.The orthometric height was determined by differential leveling
 KW1096.and adjusted by the National Geodetic Survey in June 1991..
 KW1096
 KW1096.The geoid height was determined by GEOID03.
 KW1096
 KW1096.The dynamic height is computed by dividing the NAVD 88
 KW1096.geopotential number by the normal gravity value computed on the
 KW1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1096.degrees latitude (g = 980.6199 gals.).
 KW1096
 KW1096.The modeled gravity was interpolated from observed gravity values.
 KW1096
 KW1096;                    North         East    Units  Estimated Accuracy
 KW1096;SPC PA S     -   122,670.      678,030.      MT  (+/- 180 meters Scaled)
 KW1096
 KW1096                          SUPERSEDED SURVEY CONTROL
 KW1096
 KW1096  NGVD 29 (??/??/??)  176.499  (m)          579.06   (f) ADJUSTED    2 0
 KW1096
 KW1096.Superseded values are not recommended for survey control.
 KW1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1096.See file dsdata.txt to determine how the superseded data were derived.
 KW1096
 KW1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK447775(NAD 83)
 KW1096_MARKER: DB = BENCH MARK DISK
 KW1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1096_STAMPING: G 178 1942
 KW1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1096+STABILITY: SURFACE MOTION
 KW1096_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1096+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2004
 KW1096
 KW1096  HISTORY     - Date     Condition        Report By
 KW1096  HISTORY     - 1942     MONUMENTED       CGS
 KW1096  HISTORY     - 1968     MARK NOT FOUND   CGS
 KW1096  HISTORY     - 20040915 GOOD             GEOCAC
 KW1096
 KW1096                          STATION DESCRIPTION
 KW1096
 KW1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1096'9.1 MI NE FROM DAUPHIN.
 KW1096'2.0 MILES NORTH ALONG STATE HIGHWAY 225 FROM THE STATION AT
 KW1096'DAUPHIN, THENCE 7.1 MILES NORTHEAST ALONG THE COUNTY ROAD, AT
 KW1096'THE INTERSECTION OF THE NEW AND OLD ROADS, 26 FEET SOUTH OF
 KW1096'THE CENTERLINE OF THE OLD ROAD, 22.2 FEET NORTH OF THE CENTERLINE
 KW1096'OF THE NEW ROAD, BETWEEN POLES 202 AND 203, ABOUT 1.5 FEET ABOVE
 KW1096'NEW ROAD LEVEL.  A STANDARD DISK SET IN TOP OF A CONCRETE POST.
 KW1096
 KW1096                          STATION RECOVERY (1968)
 KW1096
 KW1096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 KW1096'MARK NOT FOUND.
 KW1096
 KW1096                          STATION RECOVERY (2004)
 KW1096
 KW1096'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1096'NEW DESCRIPTION--
 KW1096'9.1 MI NE FROM DAUPHIN. 2.0 MILES NORTH ALONG STATE HIGHWAY 325 FROM
 KW1096'THE STATION AT DAUPHIN, THENCE 7.1 MILES NORTHEAST ALONG THE COUNTY
 KW1096'ROAD, 25  FEET NORTH OF THE CENTERLINE OF THE ROAD, 36.5 FEET EAST
 KW1096'NORTHEAST OF THE NORTHEAST CORNEER OF A STONE CATCH BASIN, 49 FEET
 KW1096'EAST NORTHEAST OF POLE 25579 S40235, 1 FOOT SOUTH OF A METAL WITNESS
 KW1096'POST, ABOUT 1.5 FEET ABOVE NEW ROAD LEVEL.
 KW1096'A STANDARD DISK SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2598 ***********************************************************************
 KV2598  DESIGNATION -  G 179 PADH
 KV2598  PID         -  KV2598
 KV2598  STATE/COUNTY-  PA/LEHIGH
 KV2598  USGS QUAD   -  TOPTON (1992)
 KV2598
 KV2598                         *CURRENT SURVEY CONTROL
 KV2598  ___________________________________________________________________
 KV2598* NAD 83(1986)-  40 34 47.     (N)    075 43 26.     (W)     SCALED    
 KV2598* NAVD 88     -       175.610  (meters)     576.15   (feet)  ADJUSTED  
 KV2598  ___________________________________________________________________
 KV2598  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 KV2598  DYNAMIC HT  -         175.522 (meters)     575.86  (feet)  COMP
 KV2598  MODELED GRAV-     980,119.6   (mgal)                       NAVD 88
 KV2598
 KV2598  VERT ORDER  -  SECOND    CLASS 0
 KV2598
 KV2598.The horizontal coordinates were scaled from a topographic map and have
 KV2598.an estimated accuracy of +/- 6 seconds.
 KV2598
 KV2598.The orthometric height was determined by differential leveling
 KV2598.and adjusted by the National Geodetic Survey in June 1991..
 KV2598
 KV2598.The geoid height was determined by GEOID03.
 KV2598
 KV2598.The dynamic height is computed by dividing the NAVD 88
 KV2598.geopotential number by the normal gravity value computed on the
 KV2598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2598.degrees latitude (g = 980.6199 gals.).
 KV2598
 KV2598.The modeled gravity was interpolated from observed gravity values.
 KV2598
 KV2598;                    North         East    Units  Estimated Accuracy
 KV2598;SPC PA S     -   140,360.      771,520.      MT  (+/- 180 meters Scaled)
 KV2598
 KV2598                          SUPERSEDED SURVEY CONTROL
 KV2598
 KV2598  NGVD 29 (??/??/??)  175.808  (m)          576.80   (f) ADJUSTED    2 0
 KV2598
 KV2598.Superseded values are not recommended for survey control.
 KV2598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2598.See file dsdata.txt to determine how the superseded data were derived.
 KV2598
 KV2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK387923(NAD 83)
 KV2598_MARKER: DD = SURVEY DISK
 KV2598_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2598_SP_SET: BRIDGE
 KV2598_STAMPING: G 179 1942
 KV2598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2598
 KV2598  HISTORY     - Date     Condition        Report By
 KV2598  HISTORY     - 1942     MONUMENTED       PADH
 KV2598  HISTORY     - 1942     GOOD             CGS
 KV2598  HISTORY     - 1960     GOOD             CGS
 KV2598  HISTORY     - 1987     GOOD             USPSQD
 KV2598  HISTORY     - 19950408 GOOD             USPSQD
 KV2598  HISTORY     - 20020126 GOOD             USPSQD
 KV2598  HISTORY     - 20030530 GOOD             GEOCAC
 KV2598
 KV2598                          STATION DESCRIPTION
 KV2598
 KV2598'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2598'4.1 MI E FROM KRUMSVILLE.
 KV2598'4.1 MILES EAST ALONG U.S. HIGHWAY NO. 22 FROM THE HOTEL AT
 KV2598'KRUMSVILLE, ABOUT 0.1 MILE EAST OF THE TEXACO SERVICE STATION,
 KV2598'SET IN THE NORTH CORNER OF THE EAST ABUTMENT OF THE CONCRETE
 KV2598'BRIDGE, 21.5 FEET NORTH OF THE CENTER-LINE OF THE HIGHWAY, 46.8
 KV2598'FEET EAST OF POLE NO. 395.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS
 KV2598'BRONZE DISK.  STAMPED BY THE U.S.C. AND G.S.
 KV2598
 KV2598                          STATION RECOVERY (1960)
 KV2598
 KV2598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KV2598'RECOVERED IN GOOD CONDITION.
 KV2598
 KV2598                          STATION RECOVERY (1987)
 KV2598
 KV2598'RECOVERY NOTE BY US POWER SQUADRON 1987 (MWD)
 KV2598'RECOVERED IN GOOD CONDITION.
 KV2598
 KV2598                          STATION RECOVERY (1995)
 KV2598
 KV2598'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV2598'RECOVERED IN GOOD CONDITION.
 KV2598
 KV2598                          STATION RECOVERY (2002)
 KV2598
 KV2598'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWB)
 KV2598'RECOVERED IN GOOD CONDITION.
 KV2598
 KV2598                          STATION RECOVERY (2003)
 KV2598
 KV2598'RECOVERY NOTE BY GEOCACHING 2003 (MDP)
 KV2598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1233 ***********************************************************************
 LZ1233  DESIGNATION -  G 18
 LZ1233  PID         -  LZ1233
 LZ1233  STATE/COUNTY-  PA/CLINTON
 LZ1233  USGS QUAD   -  GLEN UNION (1971)
 LZ1233
 LZ1233                         *CURRENT SURVEY CONTROL
 LZ1233  ___________________________________________________________________
 LZ1233* NAD 83(1986)-  41 15 30.     (N)    077 36 12.     (W)     SCALED    
 LZ1233* NAVD 88     -       186.416  (meters)     611.60   (feet)  ADJUSTED  
 LZ1233  ___________________________________________________________________
 LZ1233  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 LZ1233  DYNAMIC HT  -         186.332 (meters)     611.32  (feet)  COMP
 LZ1233  MODELED GRAV-     980,167.3   (mgal)                       NAVD 88
 LZ1233
 LZ1233  VERT ORDER  -  SECOND    CLASS 0
 LZ1233
 LZ1233.The horizontal coordinates were scaled from a topographic map and have
 LZ1233.an estimated accuracy of +/- 6 seconds.
 LZ1233
 LZ1233.The orthometric height was determined by differential leveling
 LZ1233.and adjusted by the National Geodetic Survey in June 1991..
 LZ1233
 LZ1233.The geoid height was determined by GEOID03.
 LZ1233
 LZ1233.The dynamic height is computed by dividing the NAVD 88
 LZ1233.geopotential number by the normal gravity value computed on the
 LZ1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1233.degrees latitude (g = 980.6199 gals.).
 LZ1233
 LZ1233.The modeled gravity was interpolated from observed gravity values.
 LZ1233
 LZ1233;                    North         East    Units  Estimated Accuracy
 LZ1233;SPC PA N     -   121,240.      612,290.      MT  (+/- 180 meters Scaled)
 LZ1233
 LZ1233                          SUPERSEDED SURVEY CONTROL
 LZ1233
 LZ1233  NGVD 29 (??/??/92)  186.607  (m)          612.23   (f) ADJ UNCH    2 0
 LZ1233
 LZ1233.Superseded values are not recommended for survey control.
 LZ1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1233.See file dsdata.txt to determine how the superseded data were derived.
 LZ1233
 LZ1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL819707(NAD 83)
 LZ1233_MARKER: DB = BENCH MARK DISK
 LZ1233_SETTING: 66 = SET IN ROCK OUTCROP
 LZ1233_SP_SET: ROCK CLIFF
 LZ1233_STAMPING: G 18 1934
 LZ1233_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ1233+STABILITY: POSITION/ELEVATION WELL
 LZ1233
 LZ1233  HISTORY     - Date     Condition        Report By
 LZ1233  HISTORY     - 1934     MONUMENTED       CGS
 LZ1233
 LZ1233                          STATION DESCRIPTION
 LZ1233
 LZ1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1233'13.3 MI W FROM LOCK HAVEN.
 LZ1233'ABOUT 13.3 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LZ1233'STATE TEACHERS COLLEGE AT LOCK HAVEN, CLINTON COUNTY, ABOUT 0.6
 LZ1233'MILE WEST OF THE STATION AT GLEN UNION, ABOUT 1,730 FEET WEST
 LZ1233'OF MILEPOST 209, AT MILEAGE 208.7, ABOUT 90 FEET WEST OF POLE
 LZ1233'208.25, ABOUT 60 FEET EAST OF A SMALL FRAME WATCHMANS SHANTY, 11
 LZ1233'FEET NORTH OF THE CENTER LINE OF THE WEST-BOUND TRACK, IN A
 LZ1233'HIGH ROCK CLIFF, AND ABOUT 3 FEET HIGHER THAN THE TOP OF THE
 LZ1233'RAIL.  A STANDARD DISK, STAMPED G 18 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1622 ***********************************************************************
 KV1622  DESIGNATION -  G 180
 KV1622  PID         -  KV1622
 KV1622  STATE/COUNTY-  PA/NORTHAMPTON
 KV1622  USGS QUAD   -  BANGOR (1994)
 KV1622
 KV1622                         *CURRENT SURVEY CONTROL
 KV1622  ___________________________________________________________________
 KV1622* NAD 83(1986)-  40 48 12.     (N)    075 09 25.     (W)     SCALED    
 KV1622* NAVD 88     -       195.348  (meters)     640.90   (feet)  ADJUSTED  
 KV1622  ___________________________________________________________________
 KV1622  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 KV1622  DYNAMIC HT  -         195.258 (meters)     640.61  (feet)  COMP
 KV1622  MODELED GRAV-     980,157.3   (mgal)                       NAVD 88
 KV1622
 KV1622  VERT ORDER  -  SECOND    CLASS 0
 KV1622
 KV1622.The horizontal coordinates were scaled from a topographic map and have
 KV1622.an estimated accuracy of +/- 6 seconds.
 KV1622
 KV1622.The orthometric height was determined by differential leveling
 KV1622.and adjusted by the National Geodetic Survey in June 1991..
 KV1622
 KV1622.The geoid height was determined by GEOID03.
 KV1622
 KV1622.The dynamic height is computed by dividing the NAVD 88
 KV1622.geopotential number by the normal gravity value computed on the
 KV1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1622.degrees latitude (g = 980.6199 gals.).
 KV1622
 KV1622.The modeled gravity was interpolated from observed gravity values.
 KV1622
 KV1622;                    North         East    Units  Estimated Accuracy
 KV1622;SPC PA S     -   166,440.      818,780.      MT  (+/- 180 meters Scaled)
 KV1622
 KV1622                          SUPERSEDED SURVEY CONTROL
 KV1622
 KV1622  NGVD 29 (??/??/??)  195.547  (m)          641.56   (f) ADJUSTED    2 0
 KV1622
 KV1622.Superseded values are not recommended for survey control.
 KV1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1622.See file dsdata.txt to determine how the superseded data were derived.
 KV1622
 KV1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL867169(NAD 83)
 KV1622_MARKER: DB = BENCH MARK DISK
 KV1622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1622_STAMPING: G 180 1942
 KV1622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1622+STABILITY: SURFACE MOTION
 KV1622
 KV1622  HISTORY     - Date     Condition        Report By
 KV1622  HISTORY     - 1942     MONUMENTED       CGS
 KV1622  HISTORY     - 19940806 GOOD             USPSQD
 KV1622  HISTORY     - 19950119 MARK NOT FOUND   NJGS
 KV1622  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 KV1622
 KV1622                          STATION DESCRIPTION
 KV1622
 KV1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1622'3.1 MI SW FROM RICHMOND.
 KV1622'3.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 611 FROM A GRAVEL-ROAD
 KV1622'INTERSECTION AT RICHMOND, NORTHAMPTON COUNTY, 105.5 FEET WEST
 KV1622'OF THE WEST CORNER OF A 1-STORY BRICK HOUSE, 92.4 FEET NORTH OF
 KV1622'THE NORTH CORNER OF A 2-STORY WHITE HOUSE, 23.9 FEET SOUTHEAST
 KV1622'OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTHEAST OF A FENCE,
 KV1622'AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 KV1622'STAMPED G 180 1942 AND SET IN THE TOP OF A CONCRETE POST.
 KV1622
 KV1622                          STATION RECOVERY (1994)
 KV1622
 KV1622'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1622'RECOVERED IN GOOD CONDITION.
 KV1622
 KV1622                          STATION RECOVERY (1995)
 KV1622
 KV1622'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1622'THE STATION WAS NOT RECOVERED AT THIS TIME.
 KV1622
 KV1622                          STATION RECOVERY (2002)
 KV1622
 KV1622'RECOVERY NOTE BY US POWER SQUADRON 2002 (ASB)
 KV1622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2305 ***********************************************************************
 KV2305  DESIGNATION -  G 181
 KV2305  PID         -  KV2305
 KV2305  STATE/COUNTY-  PA/BERKS
 KV2305  USGS QUAD   -  EAST GREENVILLE (1992)
 KV2305
 KV2305                         *CURRENT SURVEY CONTROL
 KV2305  ___________________________________________________________________
 KV2305* NAD 83(1986)-  40 27 51.     (N)    075 36 32.     (W)     SCALED    
 KV2305* NAVD 88     -       258.965  (meters)     849.62   (feet)  ADJUSTED  
 KV2305  ___________________________________________________________________
 KV2305  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 KV2305  DYNAMIC HT  -         258.828 (meters)     849.17  (feet)  COMP
 KV2305  MODELED GRAV-     980,093.3   (mgal)                       NAVD 88
 KV2305
 KV2305  VERT ORDER  -  SECOND    CLASS 0
 KV2305
 KV2305.The horizontal coordinates were scaled from a topographic map and have
 KV2305.an estimated accuracy of +/- 6 seconds.
 KV2305
 KV2305.The orthometric height was determined by differential leveling
 KV2305.and adjusted by the National Geodetic Survey in June 1991..
 KV2305
 KV2305.The geoid height was determined by GEOID03.
 KV2305
 KV2305.The dynamic height is computed by dividing the NAVD 88
 KV2305.geopotential number by the normal gravity value computed on the
 KV2305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2305.degrees latitude (g = 980.6199 gals.).
 KV2305
 KV2305.The modeled gravity was interpolated from observed gravity values.
 KV2305
 KV2305;                    North         East    Units  Estimated Accuracy
 KV2305;SPC PA S     -   127,760.      781,570.      MT  (+/- 180 meters Scaled)
 KV2305
 KV2305                          SUPERSEDED SURVEY CONTROL
 KV2305
 KV2305  NGVD 29 (??/??/??)  259.191  (m)          850.36   (f) ADJUSTED    2 0
 KV2305
 KV2305.Superseded values are not recommended for survey control.
 KV2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2305.See file dsdata.txt to determine how the superseded data were derived.
 KV2305
 KV2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK483794(NAD 83)
 KV2305_MARKER: DB = BENCH MARK DISK
 KV2305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2305_STAMPING: G 181 1942
 KV2305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2305+STABILITY: SURFACE MOTION
 KV2305
 KV2305  HISTORY     - Date     Condition        Report By
 KV2305  HISTORY     - 1942     MONUMENTED       CGS
 KV2305  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV2305  HISTORY     - 20011231 MARK NOT FOUND   USPSQD
 KV2305  HISTORY     - 20031223 MARK NOT FOUND   USPSQD
 KV2305
 KV2305                          STATION DESCRIPTION
 KV2305
 KV2305'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2305'4.3 MI SSW FROM ALBURTIS.
 KV2305'ABOUT 4.3 MILES SOUTHWEST ALONG A SECONDARY ROAD FROM THE
 KV2305'READING CO. RAILROAD STATION AT ALBURTIS, ABOUT 140 FEET
 KV2305'SOUTHWEST OF A 2-STORY BRICK HOUSE, AT THE JUNCTION OF A WOODS
 KV2305'LANE, 20 FEET NORTHWEST OF THE CENTER LINE OF THE MAIN ROAD,
 KV2305'12 FEET NORTHEAST OF THE CENTER LINE OF THE WOODS LANE, 6.0
 KV2305'FEET SOUTHWEST OF A FENCE CORNER, 1.2 FEET SOUTHEAST OF A
 KV2305'WHITE POST STENCILED U.S.B.M., A STANDARD DISK SET IN A CONCRETE
 KV2305'POST.
 KV2305
 KV2305                          STATION RECOVERY (1990)
 KV2305
 KV2305'RECOVERY NOTE BY US POWER SQUADRON 1990 (JDC)
 KV2305'MARK NOT FOUND.
 KV2305
 KV2305                          STATION RECOVERY (2001)
 KV2305
 KV2305'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV2305'THERE IS NO VISIBLE WOODS LANE OR FENCE.  HOUSE IS STUCCO.  YEARS OF
 KV2305'DUMPING OF DEBRIS ALONG ROADSIDE PREVENTS LOCATING MARK.
 KV2305
 KV2305                          STATION RECOVERY (2003)
 KV2305
 KV2305'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEQ)
 KV2305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1775 ***********************************************************************
 KV1775  DESIGNATION -  G 182 PADH
 KV1775  PID         -  KV1775
 KV1775  STATE/COUNTY-  PA/LEHIGH
 KV1775  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV1775
 KV1775                         *CURRENT SURVEY CONTROL
 KV1775  ___________________________________________________________________
 KV1775* NAD 83(1986)-  40 31 08.     (N)    075 23 32.     (W)     SCALED    
 KV1775* NAVD 88     -       135.725  (meters)     445.29   (feet)  ADJUSTED  
 KV1775  ___________________________________________________________________
 KV1775  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 KV1775  DYNAMIC HT  -         135.657 (meters)     445.07  (feet)  COMP
 KV1775  MODELED GRAV-     980,121.8   (mgal)                       NAVD 88
 KV1775
 KV1775  VERT ORDER  -  SECOND    CLASS 0
 KV1775
 KV1775.The horizontal coordinates were scaled from a topographic map and have
 KV1775.an estimated accuracy of +/- 6 seconds.
 KV1775
 KV1775.The orthometric height was determined by differential leveling
 KV1775.and adjusted by the National Geodetic Survey in June 1991..
 KV1775
 KV1775.The geoid height was determined by GEOID03.
 KV1775
 KV1775.The dynamic height is computed by dividing the NAVD 88
 KV1775.geopotential number by the normal gravity value computed on the
 KV1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1775.degrees latitude (g = 980.6199 gals.).
 KV1775
 KV1775.The modeled gravity was interpolated from observed gravity values.
 KV1775
 KV1775;                    North         East    Units  Estimated Accuracy
 KV1775;SPC PA S     -   134,310.      799,780.      MT  (+/- 180 meters Scaled)
 KV1775
 KV1775                          SUPERSEDED SURVEY CONTROL
 KV1775
 KV1775  NGVD 29 (??/??/??)  135.964  (m)          446.08   (f) ADJUSTED    2 0
 KV1775
 KV1775.Superseded values are not recommended for survey control.
 KV1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1775.See file dsdata.txt to determine how the superseded data were derived.
 KV1775
 KV1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK667854(NAD 83)
 KV1775_MARKER: DD = SURVEY DISK
 KV1775_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1775_SP_SET: BRIDGE
 KV1775_STAMPING: G 182 1942
 KV1775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1775_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1775+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2003
 KV1775
 KV1775  HISTORY     - Date     Condition        Report By
 KV1775  HISTORY     - 1942     MONUMENTED       PADH
 KV1775  HISTORY     - 1942     GOOD             CGS
 KV1775  HISTORY     - 1984     GOOD             USPSQD
 KV1775  HISTORY     - 19970203 GOOD             USPSQD
 KV1775  HISTORY     - 20020128 GOOD             USPSQD
 KV1775  HISTORY     - 20030122 GOOD             PADT
 KV1775  HISTORY     - 20030317 GOOD             PADT
 KV1775
 KV1775                          STATION DESCRIPTION
 KV1775
 KV1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1775'0.5 MI N FROM COOPERSBURG.
 KV1775'0.5 MILE NORTH ALONG HIGHWAY NO. 312 FROM THE TOWN HALL AT
 KV1775'COOPERSBURG, AT THE JUNCTION OF A SIDE ROAD RUNNING WEST, ABOUT
 KV1775'325 FEET SOUTHWEST OF THE CENTER LINE OF NO. 312, 13.5 FEET
 KV1775'SOUTHEAST OF THE CENTER LINE OF THE SIDE ROAD, A PENNA. HIGHWAY
 KV1775'DEPT. DISK SET IN THE TOP OF THE SOUTHEAST WING WALL OF A
 KV1775'CONCRETE BRIDGE.
 KV1775
 KV1775                          STATION RECOVERY (1984)
 KV1775
 KV1775'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV1775'RECOVERED IN GOOD CONDITION.
 KV1775
 KV1775                          STATION RECOVERY (1997)
 KV1775
 KV1775'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV1775'RECOVERED IN GOOD CONDITION.
 KV1775
 KV1775                          STATION RECOVERY (2002)
 KV1775
 KV1775'RECOVERY NOTE BY US POWER SQUADRON 2002 (NCS)
 KV1775'RECOVERED IN GOOD CONDITION.
 KV1775
 KV1775                          STATION RECOVERY (2003)
 KV1775
 KV1775'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 KV1775'RECOVERED IN GOOD CONDITION.
 KV1775
 KV1775                          STATION RECOVERY (2003)
 KV1775
 KV1775'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 KV1775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2102 ***********************************************************************
 KV2102  DESIGNATION -  G 183
 KV2102  PID         -  KV2102
 KV2102  STATE/COUNTY-  PA/MONTGOMERY
 KV2102  USGS QUAD   -  PERKIOMENVILLE (1992)
 KV2102
 KV2102                         *CURRENT SURVEY CONTROL
 KV2102  ___________________________________________________________________
 KV2102* NAD 83(1986)-  40 20 32.     (N)    075 23 57.     (W)     SCALED    
 KV2102* NAVD 88     -       167.696  (meters)     550.18   (feet)  ADJUSTED  
 KV2102  ___________________________________________________________________
 KV2102  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 KV2102  DYNAMIC HT  -         167.609 (meters)     549.90  (feet)  COMP
 KV2102  MODELED GRAV-     980,108.9   (mgal)                       NAVD 88
 KV2102
 KV2102  VERT ORDER  -  SECOND    CLASS 0
 KV2102
 KV2102.The horizontal coordinates were scaled from a topographic map and have
 KV2102.an estimated accuracy of +/- 6 seconds.
 KV2102
 KV2102.The orthometric height was determined by differential leveling
 KV2102.and adjusted by the National Geodetic Survey in June 1991..
 KV2102
 KV2102.The geoid height was determined by GEOID03.
 KV2102
 KV2102.The dynamic height is computed by dividing the NAVD 88
 KV2102.geopotential number by the normal gravity value computed on the
 KV2102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2102.degrees latitude (g = 980.6199 gals.).
 KV2102
 KV2102.The modeled gravity was interpolated from observed gravity values.
 KV2102
 KV2102;                    North         East    Units  Estimated Accuracy
 KV2102;SPC PA S     -   114,680.      799,710.      MT  (+/- 180 meters Scaled)
 KV2102
 KV2102                          SUPERSEDED SURVEY CONTROL
 KV2102
 KV2102  NGVD 29 (??/??/??)  167.984  (m)          551.13   (f) ADJUSTED    2 0
 KV2102
 KV2102.Superseded values are not recommended for survey control.
 KV2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2102.See file dsdata.txt to determine how the superseded data were derived.
 KV2102
 KV2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK660658(NAD 83)
 KV2102_MARKER: DB = BENCH MARK DISK
 KV2102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2102_STAMPING: G 183 1942
 KV2102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2102+STABILITY: SURFACE MOTION
 KV2102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2102+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2005
 KV2102
 KV2102  HISTORY     - Date     Condition        Report By
 KV2102  HISTORY     - 1942     MONUMENTED       CGS
 KV2102  HISTORY     - 20050327 GOOD             USPSQD
 KV2102
 KV2102                          STATION DESCRIPTION
 KV2102
 KV2102'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2102'1.1 MI W FROM TYLERS PORT.
 KV2102'1.1 MILES WEST ALONG HIGHWAY NO. 563 FROM THE FIRE STATION AT
 KV2102'TYLERS PORT, 33 FEET SOUTHWEST OF THE CENTER LINE OF A SIDE
 KV2102'ROAD RUNNING SOUTHEAST, 22.5 FEET SOUTHEAST OF THE CENTER LINE OF
 KV2102'HIGHWAY NO. 563, 19.5 FEET SOUTH OF TELEPHONE POLE NO. 358, 1.9
 KV2102'FEET NORTHWEST OF A WHITE POST STENCILED U.S.B.M., A STANDARD
 KV2102'DISK SET IN A CONCRETE POST.
 KV2102
 KV2102                          STATION RECOVERY (2005)
 KV2102
 KV2102'RECOVERY NOTE BY US POWER SQUADRON 2005 (JMS)
 KV2102'CORRECTED DESCRIPTION IS AS FOLLOWS -      3.7 FEET SOUTHEAST OF
 KV2102'UTILITY POLE NO. 358.  THE WHITE POST STENCILED U.S.B.M. IS NO LONGER
 KV2102'PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2114 ***********************************************************************
 KV2114  DESIGNATION -  G 184
 KV2114  PID         -  KV2114
 KV2114  STATE/COUNTY-  PA/MONTGOMERY
 KV2114  USGS QUAD   -  LANSDALE (1983)
 KV2114
 KV2114                         *CURRENT SURVEY CONTROL
 KV2114  ___________________________________________________________________
 KV2114* NAD 83(1986)-  40 12 40.     (N)    075 21 56.     (W)     SCALED    
 KV2114* NAVD 88     -        67.825  (meters)     222.52   (feet)  ADJUSTED  
 KV2114  ___________________________________________________________________
 KV2114  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KV2114  DYNAMIC HT  -          67.791 (meters)     222.41  (feet)  COMP
 KV2114  MODELED GRAV-     980,127.3   (mgal)                       NAVD 88
 KV2114
 KV2114  VERT ORDER  -  SECOND    CLASS 0
 KV2114
 KV2114.The horizontal coordinates were scaled from a topographic map and have
 KV2114.an estimated accuracy of +/- 6 seconds.
 KV2114
 KV2114.The orthometric height was determined by differential leveling
 KV2114.and adjusted by the National Geodetic Survey in June 1991..
 KV2114
 KV2114.The geoid height was determined by GEOID03.
 KV2114
 KV2114.The dynamic height is computed by dividing the NAVD 88
 KV2114.geopotential number by the normal gravity value computed on the
 KV2114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2114.degrees latitude (g = 980.6199 gals.).
 KV2114
 KV2114.The modeled gravity was interpolated from observed gravity values.
 KV2114
 KV2114;                    North         East    Units  Estimated Accuracy
 KV2114;SPC PA S     -   100,200.      802,960.      MT  (+/- 180 meters Scaled)
 KV2114
 KV2114                          SUPERSEDED SURVEY CONTROL
 KV2114
 KV2114  NGVD 29 (??/??/??)   68.120  (m)          223.49   (f) ADJUSTED    2 0
 KV2114
 KV2114.Superseded values are not recommended for survey control.
 KV2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2114.See file dsdata.txt to determine how the superseded data were derived.
 KV2114
 KV2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK688512(NAD 83)
 KV2114_MARKER: DB = BENCH MARK DISK
 KV2114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2114_STAMPING: G 184 1942
 KV2114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2114+STABILITY: SURFACE MOTION
 KV2114
 KV2114  HISTORY     - Date     Condition        Report By
 KV2114  HISTORY     - 1942     MONUMENTED       CGS
 KV2114  HISTORY     - 1950     MARK NOT FOUND   USGS
 KV2114  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 KV2114  HISTORY     - 20011203 MARK NOT FOUND   NGS
 KV2114
 KV2114                          STATION DESCRIPTION
 KV2114
 KV2114'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2114'1.2 MI NW FROM WORCESTER.
 KV2114'1.2 MILES NORTHWEST ALONG HIGHWAY NO. 73 FROM THE POST OFFICE
 KV2114'AT WORCESTER, 58 FEET EAST OF THE NORTHEAST CORNER OF A 2-STORY
 KV2114'WHITE STUCCO HOUSE, 18.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 KV2114'HIGHWAY, 1.5 FEET NORTHEAST OF A WHITE POST STENCILED U.S.B.M.,
 KV2114'A STANDARD DISK SET IN A CONCRETE POST, AT THE NORTHWEST CORNER
 KV2114'OF A GARDEN.
 KV2114
 KV2114                          STATION RECOVERY (1950)
 KV2114
 KV2114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 KV2114'MARK NOT FOUND.
 KV2114
 KV2114                          STATION RECOVERY (1988)
 KV2114
 KV2114'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDC)
 KV2114'MARK NOT FOUND.
 KV2114
 KV2114                          STATION RECOVERY (2001)
 KV2114
 KV2114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV2114'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1735 ***********************************************************************
 KV1735  DESIGNATION -  G 185 PADH
 KV1735  PID         -  KV1735
 KV1735  STATE/COUNTY-  PA/BUCKS
 KV1735  USGS QUAD   -  RIEGELSVILLE (1990)
 KV1735
 KV1735                         *CURRENT SURVEY CONTROL
 KV1735  ___________________________________________________________________
 KV1735* NAD 83(1986)-  40 34 20.     (N)    075 13 36.     (W)     SCALED    
 KV1735* NAVD 88     -        68.122  (meters)     223.50   (feet)  ADJUSTED  
 KV1735  ___________________________________________________________________
 KV1735  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 KV1735  DYNAMIC HT  -          68.089 (meters)     223.39  (feet)  COMP
 KV1735  MODELED GRAV-     980,140.9   (mgal)                       NAVD 88
 KV1735
 KV1735  VERT ORDER  -  SECOND    CLASS 0
 KV1735
 KV1735.The horizontal coordinates were scaled from a topographic map and have
 KV1735.an estimated accuracy of +/- 6 seconds.
 KV1735
 KV1735.The orthometric height was determined by differential leveling
 KV1735.and adjusted by the National Geodetic Survey in June 1991..
 KV1735
 KV1735.The geoid height was determined by GEOID03.
 KV1735
 KV1735.The dynamic height is computed by dividing the NAVD 88
 KV1735.geopotential number by the normal gravity value computed on the
 KV1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1735.degrees latitude (g = 980.6199 gals.).
 KV1735
 KV1735.The modeled gravity was interpolated from observed gravity values.
 KV1735
 KV1735;                    North         East    Units  Estimated Accuracy
 KV1735;SPC PA S     -   140,610.      813,630.      MT  (+/- 180 meters Scaled)
 KV1735
 KV1735                          SUPERSEDED SURVEY CONTROL
 KV1735
 KV1735  NGVD 29 (??/??/??)   68.364  (m)          224.29   (f) ADJUSTED    2 0
 KV1735
 KV1735.Superseded values are not recommended for survey control.
 KV1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1735.See file dsdata.txt to determine how the superseded data were derived.
 KV1735
 KV1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK808912(NAD 83)
 KV1735_MARKER: DD = SURVEY DISK
 KV1735_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1735_SP_SET: BRIDGE
 KV1735_STAMPING: G 185 1942
 KV1735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1735
 KV1735  HISTORY     - Date     Condition        Report By
 KV1735  HISTORY     - 1942     MONUMENTED       PADH
 KV1735  HISTORY     - 1942     GOOD             CGS
 KV1735  HISTORY     - 1969     GOOD             LOCSUR
 KV1735  HISTORY     - 20010331 GOOD             NGS
 KV1735
 KV1735                          STATION DESCRIPTION
 KV1735
 KV1735'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1735'3.1 MI SW FROM RIEGELSVILLE.
 KV1735'0.6 MILE SOUTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 KV1735'RIEGELSVILLE, THENCE 0.6 MILE SOUTHWEST ALONG U.S. HIGHWAY NO.
 KV1735'611, THENCE 1.9 MILES WEST ALONG STATE HIGHWAY NO. 212, AT
 KV1735'CONCRETE BRIDGE NO. 7/43.67.  A PENNSYLVANIA DEPARTMENT OF
 KV1735'HIGHWAY BRONZE DISK, SET IN THE TOP OF THE SOUTH WING WALL, AND
 KV1735'14 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY.
 KV1735
 KV1735                          STATION RECOVERY (1969)
 KV1735
 KV1735'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1969
 KV1735'RECOVERED IN GOOD CONDITION.
 KV1735
 KV1735                          STATION RECOVERY (2001)
 KV1735
 KV1735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV1735'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2063 ***********************************************************************
 KV2063  DESIGNATION -  G 186
 KV2063  PID         -  KV2063
 KV2063  STATE/COUNTY-  PA/BUCKS
 KV2063  USGS QUAD   -  BEDMINSTER (1992)
 KV2063
 KV2063                         *CURRENT SURVEY CONTROL
 KV2063  ___________________________________________________________________
 KV2063* NAD 83(1986)-  40 24 01.     (N)    075 09 01.     (W)     SCALED    
 KV2063* NAVD 88     -       147.697  (meters)     484.57   (feet)  ADJUSTED  
 KV2063  ___________________________________________________________________
 KV2063  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KV2063  DYNAMIC HT  -         147.621 (meters)     484.32  (feet)  COMP
 KV2063  MODELED GRAV-     980,113.9   (mgal)                       NAVD 88
 KV2063
 KV2063  VERT ORDER  -  SECOND    CLASS 0
 KV2063
 KV2063.The horizontal coordinates were scaled from a topographic map and have
 KV2063.an estimated accuracy of +/- 6 seconds.
 KV2063
 KV2063.The orthometric height was determined by differential leveling
 KV2063.and adjusted by the National Geodetic Survey in June 1991..
 KV2063
 KV2063.The geoid height was determined by GEOID03.
 KV2063
 KV2063.The dynamic height is computed by dividing the NAVD 88
 KV2063.geopotential number by the normal gravity value computed on the
 KV2063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2063.degrees latitude (g = 980.6199 gals.).
 KV2063
 KV2063.The modeled gravity was interpolated from observed gravity values.
 KV2063
 KV2063;                    North         East    Units  Estimated Accuracy
 KV2063;SPC PA S     -   121,720.      820,660.      MT  (+/- 180 meters Scaled)
 KV2063
 KV2063                          SUPERSEDED SURVEY CONTROL
 KV2063
 KV2063  NGVD 29 (??/??/??)  147.955  (m)          485.42   (f) ADJUSTED    2 0
 KV2063
 KV2063.Superseded values are not recommended for survey control.
 KV2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2063.See file dsdata.txt to determine how the superseded data were derived.
 KV2063
 KV2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK872721(NAD 83)
 KV2063_MARKER: DB = BENCH MARK DISK
 KV2063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2063_STAMPING: G 186 1942
 KV2063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2063+STABILITY: SURFACE MOTION
 KV2063
 KV2063  HISTORY     - Date     Condition        Report By
 KV2063  HISTORY     - 1942     MONUMENTED       CGS
 KV2063  HISTORY     - 19980302 MARK NOT FOUND   USPSQD
 KV2063
 KV2063                          STATION DESCRIPTION
 KV2063
 KV2063'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2063'0.9 MI N FROM PLUMSTEADVILLE.
 KV2063'0.9 MILE NORTH ALONG U.S. HIGHWAY NO. 611 FROM THE POST OFFICE
 KV2063'AT PLUMSTEADVILLE, IN THE NORTHWEST QUARTER OF AN INTERSECTION
 KV2063'OF THE HIGHWAY AND A PRIVATE GRAVEL ROAD, 46 FEET WEST OF THE
 KV2063'CENTER LINE OF THE HIGHWAY, 23 FEET NORTH OF THE CENTER LINE
 KV2063'OF THE GRAVEL ROAD, 2 FEET SOUTH OF AN EAST-WEST FENCE, AND 1 FOOT
 KV2063'EAST OF A STANDARD REFERENCE POST.  A STANDARD DISK, SET IN THE
 KV2063'TOP OF A CONCRETE POST.
 KV2063
 KV2063                          STATION RECOVERY (1998)
 KV2063
 KV2063'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV2063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2073 ***********************************************************************
 KV2073  DESIGNATION -  G 187
 KV2073  PID         -  KV2073
 KV2073  STATE/COUNTY-  PA/BUCKS
 KV2073  USGS QUAD   -  QUAKERTOWN (1994)
 KV2073
 KV2073                         *CURRENT SURVEY CONTROL
 KV2073  ___________________________________________________________________
 KV2073* NAD 83(1986)-  40 27 07.     (N)    075 15 29.     (W)     SCALED    
 KV2073* NAVD 88     -       166.842  (meters)     547.38   (feet)  ADJUSTED  
 KV2073  ___________________________________________________________________
 KV2073  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 KV2073  DYNAMIC HT  -         166.758 (meters)     547.11  (feet)  COMP
 KV2073  MODELED GRAV-     980,119.5   (mgal)                       NAVD 88
 KV2073
 KV2073  VERT ORDER  -  SECOND    CLASS 0
 KV2073
 KV2073.The horizontal coordinates were scaled from a topographic map and have
 KV2073.an estimated accuracy of +/- 6 seconds.
 KV2073
 KV2073.The orthometric height was determined by differential leveling
 KV2073.and adjusted by the National Geodetic Survey in June 1991..
 KV2073
 KV2073.The geoid height was determined by GEOID03.
 KV2073
 KV2073.The dynamic height is computed by dividing the NAVD 88
 KV2073.geopotential number by the normal gravity value computed on the
 KV2073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2073.degrees latitude (g = 980.6199 gals.).
 KV2073
 KV2073.The modeled gravity was interpolated from observed gravity values.
 KV2073
 KV2073;                    North         East    Units  Estimated Accuracy
 KV2073;SPC PA S     -   127,190.      811,350.      MT  (+/- 180 meters Scaled)
 KV2073
 KV2073                          SUPERSEDED SURVEY CONTROL
 KV2073
 KV2073  NGVD 29 (??/??/??)  167.118  (m)          548.29   (f) ADJUSTED    2 0
 KV2073
 KV2073.Superseded values are not recommended for survey control.
 KV2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2073.See file dsdata.txt to determine how the superseded data were derived.
 KV2073
 KV2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK781779(NAD 83)
 KV2073_MARKER: DB = BENCH MARK DISK
 KV2073_SETTING: 80 = SET IN A BOULDER
 KV2073_SP_SET: BOULDER
 KV2073_STAMPING: G 187 1942
 KV2073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2073+STABILITY: SURFACE MOTION
 KV2073
 KV2073  HISTORY     - Date     Condition        Report By
 KV2073  HISTORY     - 1942     MONUMENTED       CGS
 KV2073  HISTORY     - 19950629 GOOD             USPSQD
 KV2073
 KV2073                          STATION DESCRIPTION
 KV2073
 KV2073'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2073'3.3 MI W FROM KELLERS CHURCH POST OFFICE.
 KV2073'0.8 MILE SOUTHWEST ALONG STATE HIGHWAY NO. 563 FROM KELLERS
 KV2073'CHURCH POST OFFICE, THENCE 0.7 MILE NORTHWEST ALONG GRAVEL ROAD
 KV2073'NO. 093, THENCE 1.6 MILES WEST ALONG GRAVEL ROAD NO. 062, THENCE
 KV2073'0.2 MILE NORTHWEST ALONG STATE HIGHWAY NO. 613, AT THE
 KV2073'INTERSECTION OF THE HIGHWAY AND A PRIVATE DIRT ROAD LEADING
 KV2073'SOUTHWEST TO A FARMHOUSE, ON THE PROPERTY OF WILLIAM M. BINZE, 57
 KV2073'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 57 FEET
 KV2073'NORTHWEST OF THE CENTE RLINE OF THE PRIVATE ROAD, AND 79
 KV2073'FEET SOUTHWEST OF POWER LINE POLE NO. B-32680.  A STANDARD
 KV2073'DISK, SET IN THE TOP OF A LARGE OUTCROPPING BOULDER.
 KV2073
 KV2073                          STATION RECOVERY (1995)
 KV2073
 KV2073'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV2073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2148 ***********************************************************************
 KV2148  DESIGNATION -  G 188
 KV2148  PID         -  KV2148
 KV2148  STATE/COUNTY-  PA/MONTGOMERY
 KV2148  USGS QUAD   -  AMBLER (1983)
 KV2148
 KV2148                         *CURRENT SURVEY CONTROL
 KV2148  ___________________________________________________________________
 KV2148* NAD 83(1986)-  40 10 18.     (N)    075 07 39.     (W)     SCALED    
 KV2148* NAVD 88     -        80.808  (meters)     265.12   (feet)  ADJUSTED  
 KV2148  ___________________________________________________________________
 KV2148  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 KV2148  DYNAMIC HT  -          80.769 (meters)     264.99  (feet)  COMP
 KV2148  MODELED GRAV-     980,149.2   (mgal)                       NAVD 88
 KV2148
 KV2148  VERT ORDER  -  SECOND    CLASS 0
 KV2148
 KV2148.The horizontal coordinates were scaled from a topographic map and have
 KV2148.an estimated accuracy of +/- 6 seconds.
 KV2148
 KV2148.The orthometric height was determined by differential leveling
 KV2148.and adjusted by the National Geodetic Survey in June 1991..
 KV2148
 KV2148.The geoid height was determined by GEOID03.
 KV2148
 KV2148.The dynamic height is computed by dividing the NAVD 88
 KV2148.geopotential number by the normal gravity value computed on the
 KV2148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2148.degrees latitude (g = 980.6199 gals.).
 KV2148
 KV2148.The modeled gravity was interpolated from observed gravity values.
 KV2148
 KV2148;                    North         East    Units  Estimated Accuracy
 KV2148;SPC PA S     -    96,400.      823,340.      MT  (+/- 180 meters Scaled)
 KV2148
 KV2148                          SUPERSEDED SURVEY CONTROL
 KV2148
 KV2148  NGVD 29 (??/??/??)   81.092  (m)          266.05   (f) ADJUSTED    2 0
 KV2148
 KV2148.Superseded values are not recommended for survey control.
 KV2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2148.See file dsdata.txt to determine how the superseded data were derived.
 KV2148
 KV2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK891468(NAD 83)
 KV2148_MARKER: DB = BENCH MARK DISK
 KV2148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2148_STAMPING: G 188 1942
 KV2148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2148+STABILITY: SURFACE MOTION
 KV2148
 KV2148  HISTORY     - Date     Condition        Report By
 KV2148  HISTORY     - 1942     MONUMENTED       CGS
 KV2148
 KV2148                          STATION DESCRIPTION
 KV2148
 KV2148'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2148'0.8 MI S FROM HORSHAM.
 KV2148'0.8 MILE SOUTH ALONG U.S. HIGHWAY NO. 611 FROM THE POST OFFICE
 KV2148'AT HORSHAM, IN THE SOUTHEAST QUARTER OF THE INTERSECTION OF
 KV2148'THE HIGHWAY AND A BLACK TOP ROAD LEADING NORTHEAST, ACROSS
 KV2148'THE HIGHWAY FROM A UNITY-FRANKFORD STORE, 38 FEET EAST OF THE
 KV2148'CENTER LINE OF THE HIGHWAY, 30 FEET SOUTHEAST OF THE CENTER LINE
 KV2148'OF THE BLACK TOP ROAD, 2.4 FEET SOUTH OF A HIGHWAY SIGNPOST,
 KV2148'AND 1.3 FEET NORTH OF A STANDARD REFERENCE POST.  A STANDARD
 KV2148'DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1038 ***********************************************************************
 KV1038  DESIGNATION -  G 189
 KV1038  PID         -  KV1038
 KV1038  STATE/COUNTY-  PA/BUCKS
 KV1038  USGS QUAD   -  LANGHORNE (1993)
 KV1038
 KV1038                         *CURRENT SURVEY CONTROL
 KV1038  ___________________________________________________________________
 KV1038* NAD 83(1986)-  40 14 09.     (N)    074 56 15.     (W)     SCALED    
 KV1038* NAVD 88     -        53.683  (meters)     176.12   (feet)  ADJUSTED  
 KV1038  ___________________________________________________________________
 KV1038  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 KV1038  DYNAMIC HT  -          53.657 (meters)     176.04  (feet)  COMP
 KV1038  MODELED GRAV-     980,148.5   (mgal)                       NAVD 88
 KV1038
 KV1038  VERT ORDER  -  SECOND    CLASS 0
 KV1038
 KV1038.The horizontal coordinates were scaled from a topographic map and have
 KV1038.an estimated accuracy of +/- 6 seconds.
 KV1038
 KV1038.The orthometric height was determined by differential leveling
 KV1038.and adjusted by the National Geodetic Survey in June 1991..
 KV1038
 KV1038.The geoid height was determined by GEOID03.
 KV1038
 KV1038.The dynamic height is computed by dividing the NAVD 88
 KV1038.geopotential number by the normal gravity value computed on the
 KV1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1038.degrees latitude (g = 980.6199 gals.).
 KV1038
 KV1038.The modeled gravity was interpolated from observed gravity values.
 KV1038
 KV1038;                    North         East    Units  Estimated Accuracy
 KV1038;SPC PA S     -   104,020.      839,290.      MT  (+/- 180 meters Scaled)
 KV1038
 KV1038                          SUPERSEDED SURVEY CONTROL
 KV1038
 KV1038  NGVD 29 (??/??/??)   53.988  (m)          177.13   (f) ADJUSTED    2 0
 KV1038
 KV1038.Superseded values are not recommended for survey control.
 KV1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1038.See file dsdata.txt to determine how the superseded data were derived.
 KV1038
 KV1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK053539(NAD 83)
 KV1038_MARKER: DB = BENCH MARK DISK
 KV1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1038_STAMPING: G 189 1942
 KV1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1038+STABILITY: SURFACE MOTION
 KV1038
 KV1038  HISTORY     - Date     Condition        Report By
 KV1038  HISTORY     - 1942     MONUMENTED       CGS
 KV1038  HISTORY     - 1956     GOOD             CGS
 KV1038  HISTORY     - 20030718 MARK NOT FOUND   GEOCAC
 KV1038
 KV1038                          STATION DESCRIPTION
 KV1038
 KV1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1038'0.6 MI N FROM NEWTOWN.
 KV1038'0.6 MILE NORTH ALONG COUNTY ROAD NO. 413 FROM THE FIRST NATIONAL
 KV1038'BANK AND TRUST COMPANY AT NEWTOWN, AT THE JUNCTION OF COUNTY
 KV1038'ROAD NO. 532, 44.6 FEET NORTHEAST OF THE SOUTHEAST APEX OF THE
 KV1038'TRIANGLE FORMED BY THE JUNCTION, 24.3 FEET EAST OF THE CENTER
 KV1038'LINE OF COUNTY ROAD NO. 532, 21.4 FEET NORTHWEST OF THE NORTHWEST
 KV1038'CORNER OF A TWO-STORY BRONW STONE HOUSE, 6.3 FEET SOUTHEAST OF
 KV1038'THE SOUTH END OF A CABLE GUARD RAIL, 1.2 FEET SOUTHEAST OF A
 KV1038'4-INCH CEDAR TREE, 3 FEET BELOW THE LEVEL OF THE COUNTY ROAD AND
 KV1038'SET IN THE TOPOF A CONCRETE POST FLUSH WITH THE GROUND.
 KV1038
 KV1038                          STATION RECOVERY (2003)
 KV1038
 KV1038'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 KV1038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0170 ***********************************************************************
 MA0170  DESIGNATION -  G 19
 MA0170  PID         -  MA0170
 MA0170  STATE/COUNTY-  PA/CAMERON
 MA0170  USGS QUAD   -  SINNEMAHONING (1977)
 MA0170
 MA0170                         *CURRENT SURVEY CONTROL
 MA0170  ___________________________________________________________________
 MA0170* NAD 83(1986)-  41 19 07.     (N)    078 05 34.     (W)     SCALED    
 MA0170* NAVD 88     -       243.131  (meters)     797.67   (feet)  ADJUSTED  
 MA0170  ___________________________________________________________________
 MA0170  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 MA0170  DYNAMIC HT  -         243.025 (meters)     797.32  (feet)  COMP
 MA0170  MODELED GRAV-     980,181.4   (mgal)                       NAVD 88
 MA0170
 MA0170  VERT ORDER  -  SECOND    CLASS 0
 MA0170
 MA0170.The horizontal coordinates were scaled from a topographic map and have
 MA0170.an estimated accuracy of +/- 6 seconds.
 MA0170
 MA0170.The orthometric height was determined by differential leveling
 MA0170.and adjusted by the National Geodetic Survey in June 1991..
 MA0170
 MA0170.The geoid height was determined by GEOID03.
 MA0170
 MA0170.The dynamic height is computed by dividing the NAVD 88
 MA0170.geopotential number by the normal gravity value computed on the
 MA0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0170.degrees latitude (g = 980.6199 gals.).
 MA0170
 MA0170.The modeled gravity was interpolated from observed gravity values.
 MA0170
 MA0170;                    North         East    Units  Estimated Accuracy
 MA0170;SPC PA N     -   127,980.      571,300.      MT  (+/- 180 meters Scaled)
 MA0170
 MA0170                          SUPERSEDED SURVEY CONTROL
 MA0170
 MA0170  NGVD 29 (??/??/92)  243.307  (m)          798.25   (f) ADJ UNCH    2 0
 MA0170
 MA0170.Superseded values are not recommended for survey control.
 MA0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0170.See file dsdata.txt to determine how the superseded data were derived.
 MA0170
 MA0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF433782(NAD 83)
 MA0170_MARKER: DB = BENCH MARK DISK
 MA0170_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0170_SP_SET: ABUTMENT
 MA0170_STAMPING: G 19 1934
 MA0170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0170
 MA0170  HISTORY     - Date     Condition        Report By
 MA0170  HISTORY     - 1934     MONUMENTED       CGS
 MA0170
 MA0170                          STATION DESCRIPTION
 MA0170
 MA0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0170'3.3 MI E FROM DRIFTWOOD.
 MA0170'ABOUT 3.3 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0170'DRIFTWOOD, CAMERON COUNTY, AT SINNAMAHONING, ABOUT 300 FEET
 MA0170'WEST OF MILEPOST 171, AT MILEAGE 170.92, AT A BRIDGE CROSSING
 MA0170'THE TRACK, IN THE FACE OF THE NORTH ABUTMENT, 20 FEET NORTH OF
 MA0170'THE CENTER LINE OF THE TRACK, AND ABOUT 4 FEET HIGHER THAN THE
 MA0170'TOP OF THE RAIL.  A STANDARD DISK, STAMPED G 19 1934 AND SET
 MA0170'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2732 ***********************************************************************
 KV2732  DESIGNATION -  G 190
 KV2732  PID         -  KV2732
 KV2732  STATE/COUNTY-  PA/LEHIGH
 KV2732  USGS QUAD   -  SLATEDALE (1980)
 KV2732
 KV2732                         *CURRENT SURVEY CONTROL
 KV2732  ___________________________________________________________________
 KV2732* NAD 83(1986)-  40 41 02.     (N)    075 44 35.     (W)     SCALED    
 KV2732* NAVD 88     -       173.509  (meters)     569.25   (feet)  ADJUSTED  
 KV2732  ___________________________________________________________________
 KV2732  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KV2732  DYNAMIC HT  -         173.423 (meters)     568.97  (feet)  COMP
 KV2732  MODELED GRAV-     980,125.3   (mgal)                       NAVD 88
 KV2732
 KV2732  VERT ORDER  -  SECOND    CLASS 0
 KV2732
 KV2732.The horizontal coordinates were scaled from a topographic map and have
 KV2732.an estimated accuracy of +/- 6 seconds.
 KV2732
 KV2732.The orthometric height was determined by differential leveling
 KV2732.and adjusted by the National Geodetic Survey in June 1991..
 KV2732
 KV2732.The geoid height was determined by GEOID03.
 KV2732
 KV2732.The dynamic height is computed by dividing the NAVD 88
 KV2732.geopotential number by the normal gravity value computed on the
 KV2732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2732.degrees latitude (g = 980.6199 gals.).
 KV2732
 KV2732.The modeled gravity was interpolated from observed gravity values.
 KV2732
 KV2732;                    North         East    Units  Estimated Accuracy
 KV2732;SPC PA S     -   151,890.      769,640.      MT  (+/- 180 meters Scaled)
 KV2732
 KV2732                          SUPERSEDED SURVEY CONTROL
 KV2732
 KV2732  NGVD 29 (??/??/??)  173.708  (m)          569.91   (f) ADJUSTED    2 0
 KV2732
 KV2732.Superseded values are not recommended for survey control.
 KV2732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2732.See file dsdata.txt to determine how the superseded data were derived.
 KV2732
 KV2732_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL372039(NAD 83)
 KV2732_MARKER: DB = BENCH MARK DISK
 KV2732_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2732_SP_SET: CULVERT ABUTMENT
 KV2732_STAMPING: G 190 570
 KV2732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2732
 KV2732  HISTORY     - Date     Condition        Report By
 KV2732  HISTORY     - 1942     MONUMENTED       CGS
 KV2732  HISTORY     - 1957     GOOD             CGS
 KV2732  HISTORY     - 1968     GOOD             CGS
 KV2732  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV2732
 KV2732                          STATION DESCRIPTION
 KV2732
 KV2732'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KV2732'0.5 MI E FROM NEW TRIPOLI.
 KV2732'0.5 MILE EAST OF NEW TRIPOLI, AT THE INTERSECTION OF STATE HIGHWAY
 KV2732'143 AND U.S. HIGHWAY 309 NEAR THE NORTH POINT OF THE TRIANGLE
 KV2732'FORMED BY THE INTERSECTION, AND IN THE SOUTH CORNER OF THE WEST
 KV2732'ABUTMENT OF CONCRETE ARCH CULVERT UNDER U.S. 309, 35 FEET WEST
 KV2732'OF THE CENTERLINE OF U.S. HIGHWAY 309, AND SLIGHTLY BELOW ROAD
 KV2732'GRADE.  A STANDARD DISK STAMPED G 190-570.
 KV2732
 KV2732                          STATION RECOVERY (1968)
 KV2732
 KV2732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 KV2732'RECOVERED IN GOOD CONDITION.
 KV2732
 KV2732                          STATION RECOVERY (1990)
 KV2732
 KV2732'RECOVERY NOTE BY US POWER SQUADRON 1990 (MWD)
 KV2732'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3532 ***********************************************************************
 KV3532  DESIGNATION -  G 190 RESET 1977
 KV3532  PID         -  KV3532
 KV3532  STATE/COUNTY-  PA/LEHIGH
 KV3532  USGS QUAD   -  SLATEDALE (1980)
 KV3532
 KV3532                         *CURRENT SURVEY CONTROL
 KV3532  ___________________________________________________________________
 KV3532* NAD 83(1986)-  40 41 02.     (N)    075 44 35.     (W)     SCALED    
 KV3532* NAVD 88     -       172.96   (+/-2cm)     567.5    (feet)  VERTCON   
 KV3532  ___________________________________________________________________
 KV3532  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KV3532
 KV3532  VERT ORDER  -  THIRD (See Below)
 KV3532
 KV3532.The horizontal coordinates were scaled from a topographic map and have
 KV3532.an estimated accuracy of +/- 6 seconds.
 KV3532
 KV3532.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV3532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV3532.The vertical order pertains to the NGVD 29 superseded value.
 KV3532
 KV3532.The geoid height was determined by GEOID03.
 KV3532
 KV3532;                    North         East    Units  Estimated Accuracy
 KV3532;SPC PA S     -   151,890.      769,640.      MT  (+/- 180 meters Scaled)
 KV3532
 KV3532                          SUPERSEDED SURVEY CONTROL
 KV3532
 KV3532  NGVD 29 (??/??/??)  173.16   (m)          568.1    (f) RESET       3  
 KV3532
 KV3532.Superseded values are not recommended for survey control.
 KV3532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3532.See file dsdata.txt to determine how the superseded data were derived.
 KV3532
 KV3532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL372039(NAD 83)
 KV3532_MARKER: DB = BENCH MARK DISK
 KV3532_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV3532_SP_SET: ARCH CULVERT
 KV3532_STAMPING: G 190 RESET 1977
 KV3532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3532
 KV3532  HISTORY     - Date     Condition        Report By
 KV3532  HISTORY     - 1977     MONUMENTED       NGS
 KV3532  HISTORY     - 1990     GOOD             USPSQD
 KV3532
 KV3532                          STATION DESCRIPTION
 KV3532
 KV3532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 KV3532'0.5 MI E FROM NEW TRIPOLI.
 KV3532'LOCATED 0.5 MILES E OF NEW TRIPOLI AT THE INTERSECTION OF US HIGHWAY
 KV3532'309 AND STATE HIGHWAY 143 NEAR THE N POINT OF A TRIANGLE FORMED
 KV3532'BY THE INTERSECTION, IN THE S CORNER OF THE ARCH CULVERT, 66 FT
 KV3532'W OF THE CENTER LINE OF US HIGHWAY 309 AND 110 FT N OF THE CENTER
 KV3532'OF STATE HIGHWAY 143.
 KV3532
 KV3532                          STATION RECOVERY (1990)
 KV3532
 KV3532'RECOVERY NOTE BY US POWER SQUADRON 1990 (MWD)
 KV3532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2677 ***********************************************************************
 KV2677  DESIGNATION -  G 191 PADH
 KV2677  PID         -  KV2677
 KV2677  STATE/COUNTY-  PA/BERKS
 KV2677  USGS QUAD   -  KUTZTOWN (1974)
 KV2677
 KV2677                         *CURRENT SURVEY CONTROL
 KV2677  ___________________________________________________________________
 KV2677* NAD 83(1986)-  40 32 29.     (N)    075 48 05.     (W)     SCALED    
 KV2677* NAVD 88     -       118.522  (meters)     388.85   (feet)  ADJUSTED  
 KV2677  ___________________________________________________________________
 KV2677  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 KV2677  DYNAMIC HT  -         118.462 (meters)     388.65  (feet)  COMP
 KV2677  MODELED GRAV-     980,113.9   (mgal)                       NAVD 88
 KV2677
 KV2677  VERT ORDER  -  SECOND    CLASS 0
 KV2677
 KV2677.The horizontal coordinates were scaled from a topographic map and have
 KV2677.an estimated accuracy of +/- 6 seconds.
 KV2677
 KV2677.The orthometric height was determined by differential leveling
 KV2677.and adjusted by the National Geodetic Survey in June 1991..
 KV2677
 KV2677.The geoid height was determined by GEOID03.
 KV2677
 KV2677.The dynamic height is computed by dividing the NAVD 88
 KV2677.geopotential number by the normal gravity value computed on the
 KV2677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2677.degrees latitude (g = 980.6199 gals.).
 KV2677
 KV2677.The modeled gravity was interpolated from observed gravity values.
 KV2677
 KV2677;                    North         East    Units  Estimated Accuracy
 KV2677;SPC PA S     -   135,960.      765,060.      MT  (+/- 180 meters Scaled)
 KV2677
 KV2677                          SUPERSEDED SURVEY CONTROL
 KV2677
 KV2677  NGVD 29 (??/??/??)  118.732  (m)          389.54   (f) ADJUSTED    2 0
 KV2677
 KV2677.Superseded values are not recommended for survey control.
 KV2677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2677.See file dsdata.txt to determine how the superseded data were derived.
 KV2677
 KV2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK321881(NAD 83)
 KV2677_MARKER: DD = SURVEY DISK
 KV2677_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2677_SP_SET: BRIDGE ABUTMENT
 KV2677_STAMPING: G-191 1942
 KV2677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2677
 KV2677  HISTORY     - Date     Condition        Report By
 KV2677  HISTORY     - 1942     MONUMENTED       PADH
 KV2677  HISTORY     - 1942     GOOD             CGS
 KV2677  HISTORY     - 1987     GOOD             USPSQD
 KV2677  HISTORY     - 19991114 GOOD             USPSQD
 KV2677  HISTORY     - 20060729 GOOD             GEOCAC
 KV2677
 KV2677                          STATION DESCRIPTION
 KV2677
 KV2677'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2677'2.5 MI N FROM KUTZTOWN.
 KV2677'2.5 MILES NORTH ALONG THE COUNTY ROAD FROM THE POST OFFICE AT
 KV2677'KUTZTOWN, SET IN THE WEST CORNER OF THE SOUTH ABUTMENT OF THE
 KV2677'LARGE CONCRETE BRIDGE AT GRIMS OLD MILL, ABOUT 175 FEET SOUTHWEST
 KV2677'OF THE LARGE BUILDING, 32.4 FEET NORTH OF POLE NO. 92, 15.5
 KV2677'FEET WEST OF THE CENTER-LINE OF THE ROAD.  A PENNSYLVANIA DEPARTMENT
 KV2677'OF HIGHWAYS BRONZE DISK.  STAMPED BY THE U.S.C. AND G.S.
 KV2677
 KV2677                          STATION RECOVERY (1987)
 KV2677
 KV2677'RECOVERY NOTE BY US POWER SQUADRON 1987 (MWD)
 KV2677'RECOVERED IN GOOD CONDITION.
 KV2677
 KV2677                          STATION RECOVERY (1999)
 KV2677
 KV2677'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV2677'RECOVERED IN GOOD CONDITION.
 KV2677
 KV2677                          STATION RECOVERY (2006)
 KV2677
 KV2677'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KV2677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2749 ***********************************************************************
 KV2749  DESIGNATION -  G 192
 KV2749  PID         -  KV2749
 KV2749  STATE/COUNTY-  PA/SCHUYLKILL
 KV2749  USGS QUAD   -  NEW TRIPOLI (1994)
 KV2749
 KV2749                         *CURRENT SURVEY CONTROL
 KV2749  ___________________________________________________________________
 KV2749* NAD 83(1986)-  40 43 40.     (N)    075 49 45.     (W)     SCALED    
 KV2749* NAVD 88     -       194.802  (meters)     639.11   (feet)  ADJUSTED  
 KV2749  ___________________________________________________________________
 KV2749  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KV2749  DYNAMIC HT  -         194.705 (meters)     638.79  (feet)  COMP
 KV2749  MODELED GRAV-     980,124.1   (mgal)                       NAVD 88
 KV2749
 KV2749  VERT ORDER  -  SECOND    CLASS 0
 KV2749
 KV2749.The horizontal coordinates were scaled from a topographic map and have
 KV2749.an estimated accuracy of +/- 6 seconds.
 KV2749
 KV2749.The orthometric height was determined by differential leveling
 KV2749.and adjusted by the National Geodetic Survey in June 1991..
 KV2749
 KV2749.The geoid height was determined by GEOID03.
 KV2749
 KV2749.The dynamic height is computed by dividing the NAVD 88
 KV2749.geopotential number by the normal gravity value computed on the
 KV2749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2749.degrees latitude (g = 980.6199 gals.).
 KV2749
 KV2749.The modeled gravity was interpolated from observed gravity values.
 KV2749
 KV2749;                    North         East    Units  Estimated Accuracy
 KV2749;SPC PA S     -   156,600.      762,260.      MT  (+/- 180 meters Scaled)
 KV2749
 KV2749                          SUPERSEDED SURVEY CONTROL
 KV2749
 KV2749  NGVD 29 (??/??/??)  195.002  (m)          639.77   (f) ADJUSTED    2 0
 KV2749
 KV2749.Superseded values are not recommended for survey control.
 KV2749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2749.See file dsdata.txt to determine how the superseded data were derived.
 KV2749
 KV2749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL299088(NAD 83)
 KV2749_MARKER: DB = BENCH MARK DISK
 KV2749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2749_STAMPING: G 192 1942
 KV2749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2749+STABILITY: SURFACE MOTION
 KV2749
 KV2749  HISTORY     - Date     Condition        Report By
 KV2749  HISTORY     - 1942     MONUMENTED       CGS
 KV2749
 KV2749                          STATION DESCRIPTION
 KV2749
 KV2749'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2749'1.3 MI NE FROM SNYDERS.
 KV2749'1.3 MILES NORTHEAST ALONG THE LEHIGH VALLEY RAILROAD FROM THE
 KV2749'INTERSECTION OF THE RAILROAD AND U.S. HIGHWAY NO. 29 AT
 KV2749'SNYDERS, AT LONGACRE, SET IN THE SOUTHEAST QUARTER OF THE
 KV2749'PUBLIC ROAD CROSSING, 63.8 FEET SOUTH OF THE SOUTH RAIL OF
 KV2749'TRACK, 57.1 FEET EAST OF THE CENTER-LINE OF THE ROAD, 44.5
 KV2749'FEET SOUTHEAST OF THE CROSSING SIGN POST, 1 FOOT NORTH OF A
 KV2749'WHITE MARKER POST.  A STANDARD DISK SET IN TOP OF A CONCRETE
 KV2749'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1946 ***********************************************************************
 JV1946  DESIGNATION -  G 193 PADH
 JV1946  PID         -  JV1946
 JV1946  STATE/COUNTY-  PA/ADAMS
 JV1946  USGS QUAD   -  BLUE RIDGE SUMMIT (1985)
 JV1946
 JV1946                         *CURRENT SURVEY CONTROL
 JV1946  ___________________________________________________________________
 JV1946* NAD 83(1986)-  39 44 18.     (N)    077 26 51.     (W)     SCALED    
 JV1946* NAVD 88     -       249.978  (meters)     820.14   (feet)  ADJUSTED  
 JV1946  ___________________________________________________________________
 JV1946  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 JV1946  DYNAMIC HT  -         249.835 (meters)     819.67  (feet)  COMP
 JV1946  MODELED GRAV-     980,047.9   (mgal)                       NAVD 88
 JV1946
 JV1946  VERT ORDER  -  SECOND    CLASS 0
 JV1946
 JV1946.The horizontal coordinates were scaled from a topographic map and have
 JV1946.an estimated accuracy of +/- 6 seconds.
 JV1946
 JV1946.The orthometric height was determined by differential leveling
 JV1946.and adjusted by the National Geodetic Survey in June 1991..
 JV1946
 JV1946.The geoid height was determined by GEOID03.
 JV1946
 JV1946.The dynamic height is computed by dividing the NAVD 88
 JV1946.geopotential number by the normal gravity value computed on the
 JV1946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1946.degrees latitude (g = 980.6199 gals.).
 JV1946
 JV1946.The modeled gravity was interpolated from observed gravity values.
 JV1946
 JV1946;                    North         East    Units  Estimated Accuracy
 JV1946;SPC PA S     -    45,010.      625,930.      MT  (+/- 180 meters Scaled)
 JV1946
 JV1946                          SUPERSEDED SURVEY CONTROL
 JV1946
 JV1946  NGVD 29 (??/??/??)  250.144  (m)          820.68   (f) ADJUSTED    2 0
 JV1946
 JV1946.Superseded values are not recommended for survey control.
 JV1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1946.See file dsdata.txt to determine how the superseded data were derived.
 JV1946
 JV1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK902015(NAD 83)
 JV1946_MARKER: DD = SURVEY DISK
 JV1946_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1946_SP_SET: BRIDGE
 JV1946_STAMPING: G 193 1942
 JV1946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1946
 JV1946  HISTORY     - Date     Condition        Report By
 JV1946  HISTORY     - 1942     MONUMENTED       PADH
 JV1946  HISTORY     - 1942     GOOD             CGS
 JV1946  HISTORY     - 20021203 GOOD             GEOCAC
 JV1946
 JV1946                          STATION DESCRIPTION
 JV1946
 JV1946'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1946'2.1 MI N FROM BLUE RIDGE SUMMIT.
 JV1946'IN ADAMS COUNTY, 2.1 MILES NORTH OF THE RAILROAD STATION AT
 JV1946'BLUE RIDGE SUMMIT, FRANKLIN COUNTY, ON STATE HIGHWAY 16, 55
 JV1946'FEET NORTHEAST OF A 40-INCH POPLAR TREE, 27.7 FEET SOUTH OF THE
 JV1946'CENTER LINE OF THE HIGHWAY, IN THE SOUTHWEST END OF A BRIDGE,
 JV1946'AND 10.6 FEET SOUTH OF THE GUARDRAIL.  A PENNSYLVANIA STATE
 JV1946'HIGHWAY DEPARTMENT STANDARD DISK, STAMPED G 193 1942.
 JV1946
 JV1946                          STATION RECOVERY (2002)
 JV1946
 JV1946'RECOVERY NOTE BY GEOCACHING 2002 (MHB)
 JV1946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1079 ***********************************************************************
 KX1079  DESIGNATION -  G 195
 KX1079  PID         -  KX1079
 KX1079  STATE/COUNTY-  PA/WESTMORELAND
 KX1079  USGS QUAD   -  DERRY (1977)
 KX1079
 KX1079                         *CURRENT SURVEY CONTROL
 KX1079  ___________________________________________________________________
 KX1079* NAD 83(1986)-  40 15 48.     (N)    079 16 18.     (W)     SCALED    
 KX1079* NAVD 88     -       354.410  (meters)    1162.76   (feet)  ADJUSTED  
 KX1079  ___________________________________________________________________
 KX1079  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KX1079  DYNAMIC HT  -         354.219 (meters)    1162.13  (feet)  COMP
 KX1079  MODELED GRAV-     980,076.9   (mgal)                       NAVD 88
 KX1079
 KX1079  VERT ORDER  -  SECOND    CLASS 0
 KX1079
 KX1079.The horizontal coordinates were scaled from a topographic map and have
 KX1079.an estimated accuracy of +/- 6 seconds.
 KX1079
 KX1079.The orthometric height was determined by differential leveling
 KX1079.and adjusted by the National Geodetic Survey in June 1991..
 KX1079
 KX1079.The geoid height was determined by GEOID03.
 KX1079
 KX1079.The dynamic height is computed by dividing the NAVD 88
 KX1079.geopotential number by the normal gravity value computed on the
 KX1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1079.degrees latitude (g = 980.6199 gals.).
 KX1079
 KX1079.The modeled gravity was interpolated from observed gravity values.
 KX1079
 KX1079;                    North         East    Units  Estimated Accuracy
 KX1079;SPC PA S     -   104,380.      470,570.      MT  (+/- 180 meters Scaled)
 KX1079
 KX1079                          SUPERSEDED SURVEY CONTROL
 KX1079
 KX1079  NGVD 29 (??/??/92)  354.592  (m)         1163.36   (f) ADJ UNCH    2 0
 KX1079
 KX1079.Superseded values are not recommended for survey control.
 KX1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1079.See file dsdata.txt to determine how the superseded data were derived.
 KX1079
 KX1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE469584(NAD 83)
 KX1079_MARKER: DB = BENCH MARK DISK
 KX1079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1079_SP_SET: CULVERT
 KX1079_STAMPING: G 195 1943
 KX1079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1079
 KX1079  HISTORY     - Date     Condition        Report By
 KX1079  HISTORY     - 1943     MONUMENTED       CGS
 KX1079  HISTORY     - 1954     GOOD             NGS
 KX1079
 KX1079                          STATION DESCRIPTION
 KX1079
 KX1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KX1079'2.5 MI NW FROM LIGONIER.
 KX1079'2.5 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE SQUARE AT
 KX1079'WESTMORELAND, ABOUT 0.5 MILE EAST OF ENTRANCE TO IDLEWILD
 KX1079'PARK, ABOUT 107 YARDS WEST OF A CROSSROAD, IN THE TOP OF THE WEST
 KX1079'END OF THE NORTH RIGHT ANGLE SHAPED CONCRETE HEAD WALL OF A
 KX1079'15-FOOT PIPE CULVERT, 21 FEET NORTH OF CENTER LINE OF HIGHWAY
 KX1079'AND ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1112 ***********************************************************************
 KX1112  DESIGNATION -  G 196
 KX1112  PID         -  KX1112
 KX1112  STATE/COUNTY-  PA/FAYETTE
 KX1112  USGS QUAD   -  SEVEN SPRINGS (1993)
 KX1112
 KX1112                         *CURRENT SURVEY CONTROL
 KX1112  ___________________________________________________________________
 KX1112* NAD 83(1986)-  40 03 51.     (N)    079 22 01.     (W)     SCALED    
 KX1112* NAVD 88     -       445.954  (meters)    1463.10   (feet)  ADJUSTED  
 KX1112  ___________________________________________________________________
 KX1112  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KX1112  DYNAMIC HT  -         445.694 (meters)    1462.25  (feet)  COMP
 KX1112  MODELED GRAV-     980,027.3   (mgal)                       NAVD 88
 KX1112
 KX1112  VERT ORDER  -  SECOND    CLASS 0
 KX1112
 KX1112.The horizontal coordinates were scaled from a topographic map and have
 KX1112.an estimated accuracy of +/- 6 seconds.
 KX1112
 KX1112.The orthometric height was determined by differential leveling
 KX1112.and adjusted by the National Geodetic Survey in June 1991..
 KX1112
 KX1112.The geoid height was determined by GEOID03.
 KX1112
 KX1112.The dynamic height is computed by dividing the NAVD 88
 KX1112.geopotential number by the normal gravity value computed on the
 KX1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1112.degrees latitude (g = 980.6199 gals.).
 KX1112
 KX1112.The modeled gravity was interpolated from observed gravity values.
 KX1112
 KX1112;                    North         East    Units  Estimated Accuracy
 KX1112;SPC PA S     -    82,410.      462,060.      MT  (+/- 180 meters Scaled)
 KX1112
 KX1112                          SUPERSEDED SURVEY CONTROL
 KX1112
 KX1112  NGVD 29 (??/??/92)  446.106  (m)         1463.60   (f) ADJ UNCH    2 0
 KX1112
 KX1112.Superseded values are not recommended for survey control.
 KX1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1112.See file dsdata.txt to determine how the superseded data were derived.
 KX1112
 KX1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE392361(NAD 83)
 KX1112_MARKER: DB = BENCH MARK DISK
 KX1112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1112_SP_SET: CULVERT
 KX1112_STAMPING: G 196 1943
 KX1112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1112
 KX1112  HISTORY     - Date     Condition        Report By
 KX1112  HISTORY     - 1943     MONUMENTED       CGS
 KX1112  HISTORY     - 1954     GOOD             NGS
 KX1112
 KX1112                          STATION DESCRIPTION
 KX1112
 KX1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KX1112'2.2 MI SW FROM JONES MILLS.
 KX1112'2.2 MILES SOUTHWEST ALONG STATE HIGHWAY 381 - 711 FROM THE
 KX1112'JUNCTION OF STATE HIGHWAY 711 AT JONES MILLS, ABOUT 0.15 MILE
 KX1112'SOUTHWEST OF JUNCTION OF A BLACK TOP ROAD LEADING NORTH, IN THE
 KX1112'TOP OF THE SOUTHWEST END OF THE NORTHWEST HEAD WALL OF A 6-FOOT
 KX1112'CONCRETE BOX CULVERT, 21 FEET NORTHWEST OF CENTER LINE OF
 KX1112'HIGHWAY AND ABOUT 1 1/2 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0836 ***********************************************************************
 JU0836  DESIGNATION -  G 197
 JU0836  PID         -  JU0836
 JU0836  STATE/COUNTY-  PA/PHILADELPHIA
 JU0836  USGS QUAD   -  PHILADELPHIA (1994)
 JU0836
 JU0836                         *CURRENT SURVEY CONTROL
 JU0836  ___________________________________________________________________
 JU0836* NAD 83(1986)-  39 58 12.     (N)    075 14 22.     (W)     SCALED    
 JU0836* NAVD 88     -        37.775  (meters)     123.93   (feet)  ADJUSTED  
 JU0836  ___________________________________________________________________
 JU0836  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JU0836  DYNAMIC HT  -          37.758 (meters)     123.88  (feet)  COMP
 JU0836  MODELED GRAV-     980,171.5   (mgal)                       NAVD 88
 JU0836
 JU0836  VERT ORDER  -  THIRD
 JU0836
 JU0836.The horizontal coordinates were scaled from a topographic map and have
 JU0836.an estimated accuracy of +/- 6 seconds.
 JU0836
 JU0836.The orthometric height was determined by differential leveling
 JU0836.and adjusted by the National Geodetic Survey in June 1991..
 JU0836
 JU0836.The geoid height was determined by GEOID03.
 JU0836
 JU0836.The dynamic height is computed by dividing the NAVD 88
 JU0836.geopotential number by the normal gravity value computed on the
 JU0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0836.degrees latitude (g = 980.6199 gals.).
 JU0836
 JU0836.The modeled gravity was interpolated from observed gravity values.
 JU0836
 JU0836;                    North         East    Units  Estimated Accuracy
 JU0836;SPC PA S     -    73,740.      814,450.      MT  (+/- 180 meters Scaled)
 JU0836
 JU0836                          SUPERSEDED SURVEY CONTROL
 JU0836
 JU0836  NGVD 29 (??/??/??)   38.105  (m)          125.02   (f) ADJUSTED    3 0
 JU0836
 JU0836.Superseded values are not recommended for survey control.
 JU0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0836.See file dsdata.txt to determine how the superseded data were derived.
 JU0836
 JU0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK795244(NAD 83)
 JU0836_MARKER: DB = BENCH MARK DISK
 JU0836_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0836_SP_SET: SIDEWALK
 JU0836_STAMPING: G-197-1946
 JU0836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0836
 JU0836  HISTORY     - Date     Condition        Report By
 JU0836  HISTORY     - 1946     MONUMENTED       CGS
 JU0836  HISTORY     - 1965     GOOD             CGS
 JU0836
 JU0836                          STATION DESCRIPTION
 JU0836
 JU0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JU0836'AT PHILADELPHIA.
 JU0836'3.7 MILES SOUTH OF THE READING RAILWAY STATION AT WISSAHICKON,
 JU0836'45.0 FEET WEST OF 60TH STREET, 24.0 FEET NORTH OF HAVERFORD
 JU0836'AVENUE AND 0.5 FEET FROM WOODEN TELEPHONE POLE.  IT IS A STANDARD
 JU0836'BM DISK SET FLUSH IN CONCRETE SIDEWALK AND STAMPED G-197-1946.
 JU0836
 JU0836                          STATION RECOVERY (1965)
 JU0836
 JU0836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JU0836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0185 ***********************************************************************
 KY0185  DESIGNATION -  G 198
 KY0185  PID         -  KY0185
 KY0185  STATE/COUNTY-  PA/LAWRENCE
 KY0185  USGS QUAD   -  BESSEMER (1990)
 KY0185
 KY0185                         *CURRENT SURVEY CONTROL
 KY0185  ___________________________________________________________________
 KY0185* NAD 83(1986)-  40 58 36.     (N)    080 22 51.     (W)     SCALED    
 KY0185* NAVD 88     -       241.769  (meters)     793.20   (feet)  ADJUSTED  
 KY0185  ___________________________________________________________________
 KY0185  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 KY0185  DYNAMIC HT  -         241.653 (meters)     792.82  (feet)  COMP
 KY0185  MODELED GRAV-     980,137.4   (mgal)                       NAVD 88
 KY0185
 KY0185  VERT ORDER  -  FIRST     CLASS II
 KY0185
 KY0185.The horizontal coordinates were scaled from a topographic map and have
 KY0185.an estimated accuracy of +/- 6 seconds.
 KY0185
 KY0185.The orthometric height was determined by differential leveling
 KY0185.and adjusted by the National Geodetic Survey in June 1991..
 KY0185
 KY0185.The geoid height was determined by GEOID03.
 KY0185
 KY0185.The dynamic height is computed by dividing the NAVD 88
 KY0185.geopotential number by the normal gravity value computed on the
 KY0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0185.degrees latitude (g = 980.6199 gals.).
 KY0185
 KY0185.The modeled gravity was interpolated from observed gravity values.
 KY0185
 KY0185;                    North         East    Units  Estimated Accuracy
 KY0185;SPC PA S     -   185,770.      378,610.      MT  (+/- 180 meters Scaled)
 KY0185
 KY0185                          SUPERSEDED SURVEY CONTROL
 KY0185
 KY0185  NGVD 29 (??/??/92)  241.919  (m)          793.70   (f) ADJ UNCH    1 2
 KY0185
 KY0185.Superseded values are not recommended for survey control.
 KY0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0185.See file dsdata.txt to determine how the superseded data were derived.
 KY0185
 KY0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF520363(NAD 83)
 KY0185_MARKER: DB = BENCH MARK DISK
 KY0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0185_STAMPING: G 198 1950
 KY0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0185+STABILITY: SURFACE MOTION
 KY0185
 KY0185  HISTORY     - Date     Condition        Report By
 KY0185  HISTORY     - 1950     MONUMENTED       CGS
 KY0185
 KY0185                          STATION DESCRIPTION
 KY0185
 KY0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KY0185'0.4 MI NW FROM MAHONINGTOWN.
 KY0185'ABOUT 0.4 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY0185'FROM THE STATION AT MAHONINGTOWN, AT MILE-POST 58-24 AND IN
 KY0185'BACK OF HOUSE 523.  IT IS 40 FEET EAST OF THE EAST RAIL, 77
 KY0185'FEET SOUTH OF A DRAIN UNDER THE TRACK, 7 FEET EAST OF MILE-POST
 KY0185'58-24, 2 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT BELOW THE
 KY0185'LEVEL OF THE TRACK.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 KY0185'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0049 ***********************************************************************
 KY0049  DESIGNATION -  G 199
 KY0049  PID         -  KY0049
 KY0049  STATE/COUNTY-  PA/BEAVER
 KY0049  USGS QUAD   -  BEAVER (1979)
 KY0049
 KY0049                         *CURRENT SURVEY CONTROL
 KY0049  ___________________________________________________________________
 KY0049* NAD 83(1986)-  40 43 20.     (N)    080 18 06.     (W)     SCALED    
 KY0049* NAVD 88     -       223.739  (meters)     734.05   (feet)  ADJUSTED  
 KY0049  ___________________________________________________________________
 KY0049  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KY0049  DYNAMIC HT  -         223.627 (meters)     733.68  (feet)  COMP
 KY0049  MODELED GRAV-     980,117.8   (mgal)                       NAVD 88
 KY0049
 KY0049  VERT ORDER  -  FIRST     CLASS I
 KY0049
 KY0049.The horizontal coordinates were scaled from a topographic map and have
 KY0049.an estimated accuracy of +/- 6 seconds.
 KY0049
 KY0049.The orthometric height was determined by differential leveling
 KY0049.and adjusted by the National Geodetic Survey in June 1991..
 KY0049
 KY0049.The geoid height was determined by GEOID03.
 KY0049
 KY0049.The dynamic height is computed by dividing the NAVD 88
 KY0049.geopotential number by the normal gravity value computed on the
 KY0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0049.degrees latitude (g = 980.6199 gals.).
 KY0049
 KY0049.The modeled gravity was interpolated from observed gravity values.
 KY0049
 KY0049;                    North         East    Units  Estimated Accuracy
 KY0049;SPC PA S     -   157,330.      384,450.      MT  (+/- 180 meters Scaled)
 KY0049
 KY0049                          SUPERSEDED SURVEY CONTROL
 KY0049
 KY0049  NGVD 29 (??/??/92)  223.858  (m)          734.44   (f) ADJ UNCH    1 1
 KY0049
 KY0049.Superseded values are not recommended for survey control.
 KY0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0049.See file dsdata.txt to determine how the superseded data were derived.
 KY0049
 KY0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF589081(NAD 83)
 KY0049_MARKER: DB = BENCH MARK DISK
 KY0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0049_SP_SET: STEP
 KY0049_STAMPING: G 199 1950
 KY0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0049
 KY0049  HISTORY     - Date     Condition        Report By
 KY0049  HISTORY     - 1950     MONUMENTED       CGS
 KY0049  HISTORY     - 1966     GOOD             NGS
 KY0049
 KY0049                          STATION DESCRIPTION
 KY0049
 KY0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY0049'1.5 MI S FROM NEW BRIGHTON.
 KY0049'ABOUT 1.2 MILES SOUTH ALONG FIFTH AVENUE FROM THE SOUTH END OF
 KY0049'THE STATE HIGHWAY 18 BRIDGE OVER BEAVER RIVER, THENCE 0.3 MILE
 KY0049'SOUTHEAST ALONG A SPUR TRACK OF THE PENNSYLVANIA RAILROAD, 75
 KY0049'YARDS WEST OF THE TRACK, SET IN THE TOP OF THE EAST END OF THE
 KY0049'TOP STEP OF THE NORTH STONE ABUTMENT TO AN OLD ABANDONED RAILROAD
 KY0049'BED OVERPASS OVER A NARROW GRAVELED ROAD, 0.5 FOOT WEST OF THE
 KY0049'EAST END OF THE STEP, 3 FEET BELOW LEVEL OF OLD TRACK BED AND
 KY0049'ABOUT LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY2883 ***********************************************************************
 KY2883  DESIGNATION -  G 199 RESET
 KY2883  PID         -  KY2883
 KY2883  STATE/COUNTY-  PA/BEAVER
 KY2883  USGS QUAD   -  BEAVER (1979)
 KY2883
 KY2883                         *CURRENT SURVEY CONTROL
 KY2883  ___________________________________________________________________
 KY2883* NAD 83(1986)-  40 43 20.     (N)    080 18 06.     (W)     SCALED    
 KY2883* NAVD 88     -       215.22   (+/-2cm)     706.1    (feet)  VERTCON   
 KY2883  ___________________________________________________________________
 KY2883  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KY2883
 KY2883  VERT ORDER  -  THIRD (See Below)
 KY2883
 KY2883.The horizontal coordinates were scaled from a topographic map and have
 KY2883.an estimated accuracy of +/- 6 seconds.
 KY2883
 KY2883.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY2883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY2883.The vertical order pertains to the NGVD 29 superseded value.
 KY2883
 KY2883.The geoid height was determined by GEOID03.
 KY2883
 KY2883;                    North         East    Units  Estimated Accuracy
 KY2883;SPC PA S     -   157,330.      384,450.      MT  (+/- 180 meters Scaled)
 KY2883
 KY2883                          SUPERSEDED SURVEY CONTROL
 KY2883
 KY2883  NGVD 29 (02/24/03)  215.34   (m)          706.5    (f) RESET       3  
 KY2883
 KY2883.Superseded values are not recommended for survey control.
 KY2883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2883.See file dsdata.txt to determine how the superseded data were derived.
 KY2883
 KY2883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF589081(NAD 83)
 KY2883_MARKER: DB = BENCH MARK DISK
 KY2883_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY2883_SP_SET: BRIDGE WINGWALL
 KY2883_STAMPING: G 199 RESET 1978
 KY2883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY2883
 KY2883  HISTORY     - Date     Condition        Report By
 KY2883  HISTORY     - 1978     MONUMENTED       PADT
 KY2883
 KY2883                          STATION DESCRIPTION
 KY2883
 KY2883'DESCRIBED BY PA DEPT OF TRANSP 1978
 KY2883'1.5 MI SOUTH FROM NEW BRIGHTON.
 KY2883'1.2 MILES SOUTH ALONG FIFTH AVENUE FROM THE SOUTH END OF STATE HIGHWAY
 KY2883'BRIDGE OVER THE BEAVER RIVER, THENCE 0.3 MILE SOUTHEAST ALONG A SPUR
 KY2883'TRACK OF THE PENNSYLVANIA RAILROAD, IN THE NORTHWEST
 KY2883'WINGWALL OF A BRIDGE CARRYING TRAFFIC ROUTE 65 OVER BLOCKHOUSE
 KY2883'RUN IN THE SOUTH PART OF NEW BRIGHTON, 181.5 FEET SOUTH OF
 KY2883'THE INTERSECTION OF STATE HIGHWAY 65 AND NINETEENTH STREET AND 8.2
 KY2883'FEET NORTHEAST OF THE NORTHEAST CURB OF STATE HIGHWAY 65.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2264 ***********************************************************************
 KV2264  DESIGNATION -  G 2
 KV2264  PID         -  KV2264
 KV2264  STATE/COUNTY-  PA/BERKS
 KV2264  USGS QUAD   -  READING (1983)
 KV2264
 KV2264                         *CURRENT SURVEY CONTROL
 KV2264  ___________________________________________________________________
 KV2264* NAD 83(1986)-  40 20 43.     (N)    075 55 30.     (W)     SCALED    
 KV2264* NAVD 88     -        79.928  (meters)     262.23   (feet)  ADJUSTED  
 KV2264  ___________________________________________________________________
 KV2264  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 KV2264  DYNAMIC HT  -          79.887 (meters)     262.10  (feet)  COMP
 KV2264  MODELED GRAV-     980,113.7   (mgal)                       NAVD 88
 KV2264  OBS GRAVITY -     980,113.6   (mgal)                       GRAV_OBS
 KV2264
 KV2264  VERT ORDER  -  FIRST     CLASS II
 KV2264
 KV2264.The horizontal coordinates were scaled from a topographic map and have
 KV2264.an estimated accuracy of +/- 6 seconds.
 KV2264
 KV2264.The orthometric height was determined by differential leveling
 KV2264.and adjusted by the National Geodetic Survey in June 1991..
 KV2264.WARNING-Repeat measurements at this control monument indicate possible
 KV2264.vertical movement.
 KV2264
 KV2264.The geoid height was determined by GEOID03.
 KV2264
 KV2264.The dynamic height is computed by dividing the NAVD 88
 KV2264.geopotential number by the normal gravity value computed on the
 KV2264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2264.degrees latitude (g = 980.6199 gals.).
 KV2264
 KV2264.The modeled gravity was interpolated from observed gravity values.
 KV2264.The observed gravity was obtained from relative gravimeter ties
 KV2264.to the IGSN71 gravity network.
 KV2264
 KV2264;                    North         East    Units  Estimated Accuracy
 KV2264;SPC PA S     -   113,960.      755,040.      MT  (+/- 180 meters Scaled)
 KV2264
 KV2264                          SUPERSEDED SURVEY CONTROL
 KV2264
 KV2264  NGVD 29 (??/??/??)   80.167  (m)          263.01   (f) ADJUSTED    1 2
 KV2264
 KV2264.Superseded values are not recommended for survey control.
 KV2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2264.See file dsdata.txt to determine how the superseded data were derived.
 KV2264
 KV2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK214664(NAD 83)
 KV2264_MARKER: DB = BENCH MARK DISK
 KV2264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2264_SP_SET: STEPS
 KV2264_STAMPING: G 2 1929 262.988
 KV2264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2264_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2264+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2004
 KV2264
 KV2264  HISTORY     - Date     Condition        Report By
 KV2264  HISTORY     - 1929     MONUMENTED       CGS
 KV2264  HISTORY     - 1966     GOOD             CGS
 KV2264  HISTORY     - 1979     GOOD             NGS
 KV2264  HISTORY     - 1989     GOOD             USPSQD
 KV2264  HISTORY     - 19910114 GOOD             USPSQD
 KV2264  HISTORY     - 19991218 GOOD             USPSQD
 KV2264  HISTORY     - 20011220 GOOD             USPSQD
 KV2264  HISTORY     - 20041217 GOOD             USPSQD
 KV2264
 KV2264                          STATION DESCRIPTION
 KV2264
 KV2264'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2264'0.3 MI NNW FROM READING.
 KV2264'ABOUT 0.1 MILE WEST ALONG THE READING COMPANY RAILROAD FROM THE
 KV2264'NORTH STATION AT READING, THENCE 0.2 MILE NORTH ALONG NORTH 6TH
 KV2264'STREET, AT THE NORTHEAST CORNER OF THE INTERSECTION OF NORTH 6TH
 KV2264'AND GREENWICH STREETS, SET IN THE TOP OF THE NORTHEAST CORNER OF
 KV2264'THE UPPER STONE LANDING OF THE STONE STEPS AT THE SOUTH ENTRANCE
 KV2264'TO THE Y.M.C.A. BUILDING, 145 FEET EAST OF THE CENTER LINE OF
 KV2264'NORTH 6TH STREET, 134 FEET NORTHWEST OF THE CENTER LINE OF
 KV2264'GREENWICH STREET, 6.5 FEET EAST OF THE CENTER OF THE SOUTH
 KV2264'ENTRANCE TO THE BUILDING, AND ABOUT 10 FEET ABOVE THE LEVEL OF
 KV2264'THE SIDEWALK.
 KV2264
 KV2264                          STATION RECOVERY (1979)
 KV2264
 KV2264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV2264'NOTE OMIT Y.M.C.A. BUILDING ADD HOPE RESCUE MISSION.
 KV2264
 KV2264                          STATION RECOVERY (1989)
 KV2264
 KV2264'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KV2264'RECOVERED IN GOOD CONDITION.
 KV2264
 KV2264                          STATION RECOVERY (1991)
 KV2264
 KV2264'RECOVERY NOTE BY US POWER SQUADRON 1991 (RDF)
 KV2264'RECOVERED IN GOOD CONDITION.
 KV2264
 KV2264                          STATION RECOVERY (1999)
 KV2264
 KV2264'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV2264'RECOVERED IN GOOD CONDITION.
 KV2264
 KV2264                          STATION RECOVERY (2001)
 KV2264
 KV2264'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV2264'RECOVERED IN GOOD CONDITION.
 KV2264
 KV2264                          STATION RECOVERY (2004)
 KV2264
 KV2264'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEQ)
 KV2264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0213 ***********************************************************************
 MA0213  DESIGNATION -  G 20
 MA0213  PID         -  MA0213
 MA0213  STATE/COUNTY-  PA/CLEARFIELD
 MA0213  USGS QUAD   -  POTTERSDALE (1983)
 MA0213
 MA0213                         *CURRENT SURVEY CONTROL
 MA0213  ___________________________________________________________________
 MA0213* NAD 83(1986)-  41 08 38.     (N)    078 03 18.     (W)     SCALED    
 MA0213* NAVD 88     -       246.724  (meters)     809.46   (feet)  ADJUSTED  
 MA0213  ___________________________________________________________________
 MA0213  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 MA0213  DYNAMIC HT  -         246.601 (meters)     809.06  (feet)  COMP
 MA0213  MODELED GRAV-     980,121.7   (mgal)                       NAVD 88
 MA0213
 MA0213  VERT ORDER  -  SECOND    CLASS 0
 MA0213
 MA0213.The horizontal coordinates were scaled from a topographic map and have
 MA0213.an estimated accuracy of +/- 6 seconds.
 MA0213
 MA0213.The orthometric height was determined by differential leveling
 MA0213.and adjusted by the National Geodetic Survey in June 1991..
 MA0213
 MA0213.The geoid height was determined by GEOID03.
 MA0213
 MA0213.The dynamic height is computed by dividing the NAVD 88
 MA0213.geopotential number by the normal gravity value computed on the
 MA0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0213.degrees latitude (g = 980.6199 gals.).
 MA0213
 MA0213.The modeled gravity was interpolated from observed gravity values.
 MA0213
 MA0213;                    North         East    Units  Estimated Accuracy
 MA0213;SPC PA N     -   108,570.      574,400.      MT  (+/- 180 meters Scaled)
 MA0213
 MA0213                          SUPERSEDED SURVEY CONTROL
 MA0213
 MA0213  NGVD 29 (??/??/92)  246.889  (m)          810.00   (f) ADJ UNCH    2 0
 MA0213
 MA0213.Superseded values are not recommended for survey control.
 MA0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0213.See file dsdata.txt to determine how the superseded data were derived.
 MA0213
 MA0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF471589(NAD 83)
 MA0213_MARKER: DB = BENCH MARK DISK
 MA0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0213_SP_SET: WATER TOWER FOUNDATION
 MA0213_STAMPING: G 20 1934
 MA0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0213
 MA0213  HISTORY     - Date     Condition        Report By
 MA0213  HISTORY     - 1934     MONUMENTED       CGS
 MA0213
 MA0213                          STATION DESCRIPTION
 MA0213
 MA0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0213'5.3 MI E FROM KARTHAUS.
 MA0213'ABOUT 5.3 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MA0213'KARTHAUS, CLEARFIELD COUNTY, ABOUT 60 FEET NORTHWEST OF THE
 MA0213'STATION AT CATARACT, AT MILEAGE C 36.9, ABOUT 575 FEET WEST
 MA0213'OF MILEPOST C 37, AT THE NORTHEAST CORNER OF A STANDPIPE, IN THE
 MA0213'TOP OF THE CONCRETE FOUNDATION UNDER A STEEL WATER TOWER, 35 FEET
 MA0213'NORTH OF THE CENTER LINE OF THE TRACK, 1 FOOT ABOVE THE GROUND,
 MA0213'AND 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 MA0213'STAMPED G 20 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0338 ***********************************************************************
 MB0338  DESIGNATION -  G 200
 MB0338  PID         -  MB0338
 MB0338  STATE/COUNTY-  PA/LAWRENCE
 MB0338  USGS QUAD   -  EDINBURG (1990)
 MB0338
 MB0338                         *CURRENT SURVEY CONTROL
 MB0338  ___________________________________________________________________
 MB0338* NAD 83(1986)-  41 01 22.     (N)    080 24 29.     (W)     SCALED    
 MB0338* NAVD 88     -       324.044  (meters)    1063.13   (feet)  ADJUSTED  
 MB0338  ___________________________________________________________________
 MB0338  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 MB0338  DYNAMIC HT  -         323.892 (meters)    1062.64  (feet)  COMP
 MB0338  MODELED GRAV-     980,145.0   (mgal)                       NAVD 88
 MB0338
 MB0338  VERT ORDER  -  FIRST     CLASS II
 MB0338
 MB0338.The horizontal coordinates were scaled from a topographic map and have
 MB0338.an estimated accuracy of +/- 6 seconds.
 MB0338
 MB0338.The orthometric height was determined by differential leveling
 MB0338.and adjusted by the National Geodetic Survey in June 1991..
 MB0338
 MB0338.The geoid height was determined by GEOID03.
 MB0338
 MB0338.The dynamic height is computed by dividing the NAVD 88
 MB0338.geopotential number by the normal gravity value computed on the
 MB0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0338.degrees latitude (g = 980.6199 gals.).
 MB0338
 MB0338.The modeled gravity was interpolated from observed gravity values.
 MB0338
 MB0338;                    North         East    Units  Estimated Accuracy
 MB0338;SPC PA S     -   190,960.      376,470.      MT  (+/- 180 meters Scaled)
 MB0338
 MB0338                          SUPERSEDED SURVEY CONTROL
 MB0338
 MB0338  NGVD 29 (??/??/92)  324.202  (m)         1063.65   (f) ADJ UNCH    1 2
 MB0338
 MB0338.Superseded values are not recommended for survey control.
 MB0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0338.See file dsdata.txt to determine how the superseded data were derived.
 MB0338
 MB0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF497414(NAD 83)
 MB0338_MARKER: DB = BENCH MARK DISK
 MB0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0338_STAMPING: G 200 1950
 MB0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0338+STABILITY: SURFACE MOTION
 MB0338
 MB0338  HISTORY     - Date     Condition        Report By
 MB0338  HISTORY     - 1950     MONUMENTED       CGS
 MB0338  HISTORY     - 1967     MARK NOT FOUND   NGS
 MB0338
 MB0338                          STATION DESCRIPTION
 MB0338
 MB0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0338'3.6 MI E FROM EDINBURG.
 MB0338'ABOUT 2.1 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MB0338'FROM THE U.S. HIGHWAY 224 BRIDGE OVER THE MAHONING RIVER AT
 MB0338'EDINBURG, THENCE ABOUT 1.5 MILES NORTH ALONG A DIRT AND SURFACED
 MB0338'ROAD, AT THE NEW CASTLE AIRPORT, BETWEEN THE OFFICE BUILDING AND
 MB0338'HANGAR.  IT IS 65 FEET NORTH OF THE NORTHEAST CORNER OF THE OFFICE
 MB0338'BUILDING, 42 FEET SOUTH OF THE SOUTHEAST CORNER OF THE HANGER
 MB0338'AND 92 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 MB0338'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 MB0338
 MB0338                          STATION RECOVERY (1967)
 MB0338
 MB0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MB0338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1589 ***********************************************************************
 KX1589  DESIGNATION -  G 202
 KX1589  PID         -  KX1589
 KX1589  STATE/COUNTY-  PA/ALLEGHENY
 KX1589  USGS QUAD   -  GLENSHAW (1993)
 KX1589
 KX1589                         *CURRENT SURVEY CONTROL
 KX1589  ___________________________________________________________________
 KX1589* NAD 83(1986)-  40 35 18.     (N)    079 58 28.     (W)     SCALED    
 KX1589* NAVD 88     -       279.570  (meters)     917.22   (feet)  POSTED    
 KX1589  ___________________________________________________________________
 KX1589  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KX1589  DYNAMIC HT  -         279.420 (meters)     916.73  (feet)  COMP
 KX1589  MODELED GRAV-     980,099.2   (mgal)                       NAVD 88
 KX1589
 KX1589  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KX1589
 KX1589.The horizontal coordinates were scaled from a topographic map and have
 KX1589.an estimated accuracy of +/- 6 seconds.
 KX1589
 KX1589.The orthometric height was determined by differential leveling
 KX1589.and adjusted by the National Geodetic Survey in 1992..
 KX1589.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KX1589.rate of 0.0 thru 1.0 mm/km.
 KX1589
 KX1589.The geoid height was determined by GEOID03.
 KX1589
 KX1589.The dynamic height is computed by dividing the NAVD 88
 KX1589.geopotential number by the normal gravity value computed on the
 KX1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1589.degrees latitude (g = 980.6199 gals.).
 KX1589
 KX1589.The modeled gravity was interpolated from observed gravity values.
 KX1589
 KX1589;                    North         East    Units  Estimated Accuracy
 KX1589;SPC PA S     -   141,720.      411,710.      MT  (+/- 180 meters Scaled)
 KX1589
 KX1589                          SUPERSEDED SURVEY CONTROL
 KX1589
 KX1589  NGVD 29 (??/??/92)  279.721  (m)          917.72   (f) ADJ UNCH    2 0
 KX1589
 KX1589.Superseded values are not recommended for survey control.
 KX1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1589.See file dsdata.txt to determine how the superseded data were derived.
 KX1589
 KX1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE867935(NAD 83)
 KX1589_MARKER: DB = BENCH MARK DISK
 KX1589_SETTING: 66 = SET IN ROCK OUTCROP
 KX1589_SP_SET: ROCK CUT
 KX1589_STAMPING: G 202 1954
 KX1589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX1589+STABILITY: POSITION/ELEVATION WELL
 KX1589
 KX1589  HISTORY     - Date     Condition        Report By
 KX1589  HISTORY     - 1954     MONUMENTED       CGS
 KX1589
 KX1589                          STATION DESCRIPTION
 KX1589
 KX1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KX1589'3.8 MI NW FROM ALLISON PARK.
 KX1589'3.8 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KX1589'FROM THE STATION AT ALLISON PARK, ABOUT 3.0 MILES SOUTH OF THE
 KX1589'STATION AT GIBSONIA, ABOUT 0.35 MILE SOUTHWEST OVERPASS OF
 KX1589'BLACK TOP ROAD OVER TRACKS AT WILDWOOD, SET VERTICALLY IN SOUTHEAST
 KX1589'FACE OF A SHORT PROMINENT ROCK CUT, ABOUT 0.1 MILE NORTHEAST
 KX1589'OF RAILROAD BRIDGE NO. 328 OVER PINE CREEK, 72 FEET NORTHWEST
 KX1589'OF NORTHWEST RAIL OF MAIN NORTHWEST TRACK, 31 FEET NORTHWEST
 KX1589'OF NORTHWEST RAIL OF NORTHWEST MOST TRACK, 142 FEET SOUTHWEST
 KX1589'OF NORTHEAST END OF CUT AND ABOUT 2 1/2 FEET ABOVE LEVEL OF
 KX1589'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0611 ***********************************************************************
 JW0611  DESIGNATION -  G 203
 JW0611  PID         -  JW0611
 JW0611  STATE/COUNTY-  PA/FAYETTE
 JW0611  USGS QUAD   -  MILL RUN (1980)
 JW0611
 JW0611                         *CURRENT SURVEY CONTROL
 JW0611  ___________________________________________________________________
 JW0611* NAD 83(1986)-  39 52 45.     (N)    079 28 51.     (W)     SCALED    
 JW0611* NAVD 88     -       419.605  (meters)    1376.65   (feet)  ADJUSTED  
 JW0611  ___________________________________________________________________
 JW0611  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 JW0611  DYNAMIC HT  -         419.360 (meters)    1375.85  (feet)  COMP
 JW0611  MODELED GRAV-     980,028.9   (mgal)                       NAVD 88
 JW0611
 JW0611  VERT ORDER  -  SECOND    CLASS 0
 JW0611
 JW0611.The horizontal coordinates were scaled from a topographic map and have
 JW0611.an estimated accuracy of +/- 6 seconds.
 JW0611
 JW0611.The orthometric height was determined by differential leveling
 JW0611.and adjusted by the National Geodetic Survey in June 1991..
 JW0611
 JW0611.The geoid height was determined by GEOID03.
 JW0611
 JW0611.The dynamic height is computed by dividing the NAVD 88
 JW0611.geopotential number by the normal gravity value computed on the
 JW0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0611.degrees latitude (g = 980.6199 gals.).
 JW0611
 JW0611.The modeled gravity was interpolated from observed gravity values.
 JW0611
 JW0611;                    North         East    Units  Estimated Accuracy
 JW0611;SPC PA S     -    62,060.      451,950.      MT  (+/- 180 meters Scaled)
 JW0611
 JW0611                          SUPERSEDED SURVEY CONTROL
 JW0611
 JW0611  NGVD 29 (??/??/92)  419.762  (m)         1377.17   (f) ADJ UNCH    2 0
 JW0611
 JW0611.Superseded values are not recommended for survey control.
 JW0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0611.See file dsdata.txt to determine how the superseded data were derived.
 JW0611
 JW0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE299154(NAD 83)
 JW0611_MARKER: DB = BENCH MARK DISK
 JW0611_SETTING: 66 = SET IN ROCK OUTCROP
 JW0611_SP_SET: ROCK CUT
 JW0611_STAMPING: G 203 1954
 JW0611_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0611+STABILITY: POSITION/ELEVATION WELL
 JW0611
 JW0611  HISTORY     - Date     Condition        Report By
 JW0611  HISTORY     - 1954     MONUMENTED       CGS
 JW0611
 JW0611                          STATION DESCRIPTION
 JW0611
 JW0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JW0611'1 MI NE FROM OHIOPYLE.
 JW0611'ABOUT 0.95 MILE NORTHEAST ALONG STATE HIGHWAY 381 FROM THE
 JW0611'CROSSING OF THE BALTIMORE AND OHIO RAILROAD AT OHIOPYLE, ABOUT
 JW0611'18 YARDS SOUTHWEST AND ACROSS HIGHWAY FROM TELEPHONE POLE NO.
 JW0611'1/289, SET VERTICALLY IN THE NORTH FACE OF A 3-FOOT HIGH ROCK
 JW0611'IN A CUT BANK, 16 1/2 FEET SOUTH OF CENTER LINE OF HIGHWAY, 57
 JW0611'FEET EAST OF A 15-INCH PIPE CULVERT WITH STONE MASONRY CATCH
 JW0611'BASIN, AND ABOUT 4 FEET ABOVE BOTTOM OF DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0584 ***********************************************************************
 JW0584  DESIGNATION -  G 204
 JW0584  PID         -  JW0584
 JW0584  STATE/COUNTY-  PA/FAYETTE
 JW0584  USGS QUAD   -  OHIOPYLE (1977)
 JW0584
 JW0584                         *CURRENT SURVEY CONTROL
 JW0584  ___________________________________________________________________
 JW0584* NAD 83(1986)-  39 51 15.     (N)    079 27 37.     (W)     SCALED    
 JW0584* NAVD 88     -       387.728  (meters)    1272.07   (feet)  ADJUSTED  
 JW0584  ___________________________________________________________________
 JW0584  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 JW0584  DYNAMIC HT  -         387.488 (meters)    1271.28  (feet)  COMP
 JW0584  MODELED GRAV-     979,995.8   (mgal)                       NAVD 88
 JW0584
 JW0584  VERT ORDER  -  SECOND    CLASS 0
 JW0584
 JW0584.The horizontal coordinates were scaled from a topographic map and have
 JW0584.an estimated accuracy of +/- 6 seconds.
 JW0584
 JW0584.The orthometric height was determined by differential leveling
 JW0584.and adjusted by the National Geodetic Survey in June 1991..
 JW0584
 JW0584.The geoid height was determined by GEOID03.
 JW0584
 JW0584.The dynamic height is computed by dividing the NAVD 88
 JW0584.geopotential number by the normal gravity value computed on the
 JW0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0584.degrees latitude (g = 980.6199 gals.).
 JW0584
 JW0584.The modeled gravity was interpolated from observed gravity values.
 JW0584
 JW0584;                    North         East    Units  Estimated Accuracy
 JW0584;SPC PA S     -    59,250.      453,650.      MT  (+/- 180 meters Scaled)
 JW0584
 JW0584                          SUPERSEDED SURVEY CONTROL
 JW0584
 JW0584  NGVD 29 (??/??/92)  387.871  (m)         1272.54   (f) ADJ UNCH    2 0
 JW0584
 JW0584.Superseded values are not recommended for survey control.
 JW0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0584.See file dsdata.txt to determine how the superseded data were derived.
 JW0584
 JW0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE317127(NAD 83)
 JW0584_MARKER: DB = BENCH MARK DISK
 JW0584_SETTING: 80 = SET IN A BOULDER
 JW0584_SP_SET: BOULDER
 JW0584_STAMPING: G 204 1954
 JW0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0584+STABILITY: SURFACE MOTION
 JW0584
 JW0584  HISTORY     - Date     Condition        Report By
 JW0584  HISTORY     - 1954     MONUMENTED       CGS
 JW0584
 JW0584                          STATION DESCRIPTION
 JW0584
 JW0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JW0584'2.2 MI SE FROM OHIOPYLE.
 JW0584'ABOUT 2.2 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 JW0584'FROM THE STATION AT OHIOPYLE, ON THE OUTSIDE OF A CURVE IN TRACK,
 JW0584'NEAR TELEPHONE POLE NO. 251/8 (M 1 S), ABOUT 26 YARDS SOUTHEAST
 JW0584'OF NORTHEAST END OF A STONE CULVERT OVER A SMALL CREEK, 38 FEET
 JW0584'NORTHEAST OF NORTHEAST RAIL OF NORTHEAST TRACK, IN THE TOP OF THE
 JW0584'NORTHWEST POINT OF A 4 1/2-FOOT HIGH LARGE BURIED BOULDER, 0.7
 JW0584'FOOT SOUTHEAST OF NORTHWEST CORNER OF BOULDER AND ABOUT 3 FEET
 JW0584'BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1498 ***********************************************************************
 KX1498  DESIGNATION -  G 205 RESET
 KX1498  PID         -  KX1498
 KX1498  STATE/COUNTY-  PA/ALLEGHENY
 KX1498  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1498
 KX1498                         *CURRENT SURVEY CONTROL
 KX1498  ___________________________________________________________________
 KX1498* NAD 83(1986)-  40 29 39.     (N)    079 57 32.     (W)     SCALED    
 KX1498* NAVD 88     -       283.17   (meters)     929.0    (feet)  RESET     
 KX1498  ___________________________________________________________________
 KX1498  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KX1498
 KX1498  VERT ORDER  -  THIRD
 KX1498
 KX1498.The horizontal coordinates were scaled from a topographic map and have
 KX1498.an estimated accuracy of +/- 6 seconds.
 KX1498
 KX1498.The orthometric height was computed from unverified reset data.
 KX1498.No vertical observational check was made to the station.
 KX1498
 KX1498.The geoid height was determined by GEOID03.
 KX1498
 KX1498;                    North         East    Units  Estimated Accuracy
 KX1498;SPC PA S     -   131,240.      412,770.      MT  (+/- 180 meters Scaled)
 KX1498
 KX1498                          SUPERSEDED SURVEY CONTROL
 KX1498
 KX1498  NGVD 29 (02/24/03)  283.33   (m)          929.6    (f) RESET       3  
 KX1498
 KX1498.Superseded values are not recommended for survey control.
 KX1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1498.See file dsdata.txt to determine how the superseded data were derived.
 KX1498
 KX1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE882831(NAD 83)
 KX1498_MARKER: DB = BENCH MARK DISK
 KX1498_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1498_SP_SET: BUILDING
 KX1498_STAMPING: G 205 RESET 1974
 KX1498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1498
 KX1498  HISTORY     - Date     Condition        Report By
 KX1498  HISTORY     - 1974     MONUMENTED       NGS
 KX1498
 KX1498                          STATION DESCRIPTION
 KX1498
 KX1498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KX1498'IN CHERRY HILL.
 KX1498'THE MARK IS LOCATED 0.9 MILE WEST OF ETNA, AT THE INTERSECTION OF
 KX1498'PARKER STREET, KOHLER STREET AND DAVIS AVENUE IN CHERRY HILL.  IT
 KX1498'IS SET VERTICALLY IN THE EAST FACE OF THE NORTHEAST CORNER OF THE
 KX1498'BRICK FIRE HOUSE.  IT IS 55 PACES NORTH-NORTHEAST OF THE CENTER
 KX1498'OF PARKER STREET, 42 FEET SOUTH-SOUTHWEST OF THE CENTER OF
 KX1498'DAVIS AVENUE, 31 FEET WEST OF THE CENTER OF KOHLER STREET AND
 KX1498'2.8 FEET SOUTH-SOUTHWEST OF TN NORTH-NORTHEAST CORNER OF THE
 KX1498'CHERRY HILL FIRE HOUSE.  IT IS ABOUT 2.5 FEET ABOVE THE PERPOSED
 KX1498'LEVEL OF THE GROUND AND 1 FOOT HIGHER THAN DAVIS STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0519 ***********************************************************************
 KY0519  DESIGNATION -  G 206
 KY0519  PID         -  KY0519
 KY0519  STATE/COUNTY-  PA/WASHINGTON
 KY0519  USGS QUAD   -  PROSPERITY (1977)
 KY0519
 KY0519                         *CURRENT SURVEY CONTROL
 KY0519  ___________________________________________________________________
 KY0519* NAD 83(1986)-  40 05 32.     (N)    080 16 23.     (W)     SCALED    
 KY0519* NAVD 88     -       338.032  (meters)    1109.03   (feet)  ADJUSTED  
 KY0519  ___________________________________________________________________
 KY0519  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 KY0519  DYNAMIC HT  -         337.840 (meters)    1108.40  (feet)  COMP
 KY0519  MODELED GRAV-     980,050.1   (mgal)                       NAVD 88
 KY0519
 KY0519  VERT ORDER  -  SECOND    CLASS 0
 KY0519
 KY0519.The horizontal coordinates were scaled from a topographic map and have
 KY0519.an estimated accuracy of +/- 6 seconds.
 KY0519
 KY0519.The orthometric height was determined by differential leveling
 KY0519.and adjusted by the National Geodetic Survey in June 1991..
 KY0519
 KY0519.The geoid height was determined by GEOID03.
 KY0519
 KY0519.The dynamic height is computed by dividing the NAVD 88
 KY0519.geopotential number by the normal gravity value computed on the
 KY0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0519.degrees latitude (g = 980.6199 gals.).
 KY0519
 KY0519.The modeled gravity was interpolated from observed gravity values.
 KY0519
 KY0519;                    North         East    Units  Estimated Accuracy
 KY0519;SPC PA S     -    87,340.      384,870.      MT  (+/- 180 meters Scaled)
 KY0519
 KY0519                          SUPERSEDED SURVEY CONTROL
 KY0519
 KY0519  NGVD 29 (??/??/92)  338.169  (m)         1109.48   (f) ADJ UNCH    2 0
 KY0519
 KY0519.Superseded values are not recommended for survey control.
 KY0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0519.See file dsdata.txt to determine how the superseded data were derived.
 KY0519
 KY0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE619382(NAD 83)
 KY0519_MARKER: DB = BENCH MARK DISK
 KY0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0519_STAMPING: G 206 1957
 KY0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0519+STABILITY: SURFACE MOTION
 KY0519
 KY0519  HISTORY     - Date     Condition        Report By
 KY0519  HISTORY     - 1957     MONUMENTED       CGS
 KY0519
 KY0519                          STATION DESCRIPTION
 KY0519
 KY0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0519'2.8 MI SE FROM LAGONDA.
 KY0519'ABOUT 1.6 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE SCHOOL AT
 KY0519'LAGONDA, THENCE ABOUT 0.15 MILE SOUTHEAST ALONG OLD HIGHWAY,
 KY0519'THENCE 1.0 MILE SOUTHEAST ALONG A GRAVEL ROAD, ABOUT 0.7 MILE
 KY0519'SOUTHEAST OF A CROSSROAD, ABOUT 0.2 MILE SOUTHEAST OF A POINT
 KY0519'WHERE ROAD PASSES BETWEEN A GROUP OF FARM BUILDINGS, 13 FEET
 KY0519'NORTHEAST OF CENTER LINE OF ROAD, 169 FEET SOUTHEAST OF BOTTOM
 KY0519'OF GRADES AND THE NORTHEAST END OF A 36-INCH CORRUGATED PIPE
 KY0519'CULVERT, 34 1/2 FEET NORTHEAST AND AT RIGHT ANGLE ACROSS ROAD
 KY0519'FROM TELEPHONE POLE NO. 29, 2 FEET NORTHWEST OF A CONCRETE WITNESS
 KY0519'POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST
 KY0519'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0597 ***********************************************************************
 KY0597  DESIGNATION -  G 207
 KY0597  PID         -  KY0597
 KY0597  STATE/COUNTY-  PA/WASHINGTON
 KY0597  USGS QUAD   -  PROSPERITY (1977)
 KY0597
 KY0597                         *CURRENT SURVEY CONTROL
 KY0597  ___________________________________________________________________
 KY0597* NAD 83(1986)-  40 03 05.     (N)    080 21 56.     (W)     SCALED    
 KY0597* NAVD 88     -       442.192  (meters)    1450.76   (feet)  ADJUSTED  
 KY0597  ___________________________________________________________________
 KY0597  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KY0597  DYNAMIC HT  -         441.940 (meters)    1449.93  (feet)  COMP
 KY0597  MODELED GRAV-     980,043.6   (mgal)                       NAVD 88
 KY0597
 KY0597  VERT ORDER  -  SECOND    CLASS 0
 KY0597
 KY0597.The horizontal coordinates were scaled from a topographic map and have
 KY0597.an estimated accuracy of +/- 6 seconds.
 KY0597
 KY0597.The orthometric height was determined by differential leveling
 KY0597.and adjusted by the National Geodetic Survey in June 1991..
 KY0597
 KY0597.The geoid height was determined by GEOID03.
 KY0597
 KY0597.The dynamic height is computed by dividing the NAVD 88
 KY0597.geopotential number by the normal gravity value computed on the
 KY0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0597.degrees latitude (g = 980.6199 gals.).
 KY0597
 KY0597.The modeled gravity was interpolated from observed gravity values.
 KY0597
 KY0597;                    North         East    Units  Estimated Accuracy
 KY0597;SPC PA S     -    83,030.      376,850.      MT  (+/- 180 meters Scaled)
 KY0597
 KY0597                          SUPERSEDED SURVEY CONTROL
 KY0597
 KY0597  NGVD 29 (??/??/92)  442.332  (m)         1451.22   (f) ADJ UNCH    2 0
 KY0597
 KY0597.Superseded values are not recommended for survey control.
 KY0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0597.See file dsdata.txt to determine how the superseded data were derived.
 KY0597
 KY0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE541336(NAD 83)
 KY0597_MARKER: DB = BENCH MARK DISK
 KY0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0597_STAMPING: G 207 1957
 KY0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0597+STABILITY: SURFACE MOTION
 KY0597
 KY0597  HISTORY     - Date     Condition        Report By
 KY0597  HISTORY     - 1957     MONUMENTED       CGS
 KY0597
 KY0597                          STATION DESCRIPTION
 KY0597
 KY0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0597'5.2 MI NW FROM OLD CONCORD.
 KY0597'ABOUT 0.15 MILE NORTHEAST ALONG STATE HIGHWAY 18 FROM THE CONCORD
 KY0597'PRESBYTERIAN CHURCH AT OLD CONCORD, THENCE 2.35 MILES NORTH
 KY0597'ALONG A GRAVEL ROAD, THENCE 1.2 MILES SOUTHWEST ALONG A BLACK
 KY0597'TOP ROAD, THENCE 0.5 MILE NORTH ALONG A BLACK TOP ROAD, THENCE
 KY0597'0.95 MILE NORTH-NORTHWEST ALONG A GRAVEL ROAD, ABOUT 0.15 MILE
 KY0597'SOUTH OF JUNCTION OF A ROAD NORTHEAST, 0.35 MILE SOUTHEAST OF
 KY0597'JUNCTION OF A ROAD WEST, ON TOP OF A RIDGE, 12 1/2 FEET EAST OF
 KY0597'CENTER LINE OF ROAD, 259 FEET SOUTH OF A PIPE LINE MARKER POST,
 KY0597'241 FEET SOUTH AND ACROSS ROAD FROM TELEPHONE POLE NO. 166-2,
 KY0597'1 FOOT WEST OF A FENCE LINE, 2 FEET NORTH OF CONCRETE WITNESS
 KY0597'POST, 1/2 FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 KY0597'POST PROJECTING 3 INCHES.  NOTE-- MARK MAY BE DESTORYED DURING
 KY0597'ROAD CONSTRUCTION.  MARK G 207 RESET ESTABLISHED TO REPLACE THIS
 KY0597'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0598 ***********************************************************************
 KY0598  DESIGNATION -  G 207 RESET
 KY0598  PID         -  KY0598
 KY0598  STATE/COUNTY-  PA/WASHINGTON
 KY0598  USGS QUAD   -  PROSPERITY (1977)
 KY0598
 KY0598                         *CURRENT SURVEY CONTROL
 KY0598  ___________________________________________________________________
 KY0598* NAD 83(1986)-  40 03 05.     (N)    080 21 56.     (W)     SCALED    
 KY0598* NAVD 88     -       435.46   (+/-2cm)    1428.7    (feet)  VERTCON   
 KY0598  ___________________________________________________________________
 KY0598  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KY0598
 KY0598  VERT ORDER  -  THIRD (See Below)
 KY0598
 KY0598.The horizontal coordinates were scaled from a topographic map and have
 KY0598.an estimated accuracy of +/- 6 seconds.
 KY0598
 KY0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY0598.The vertical order pertains to the NGVD 29 superseded value.
 KY0598
 KY0598.The geoid height was determined by GEOID03.
 KY0598
 KY0598;                    North         East    Units  Estimated Accuracy
 KY0598;SPC PA S     -    83,030.      376,850.      MT  (+/- 180 meters Scaled)
 KY0598
 KY0598                          SUPERSEDED SURVEY CONTROL
 KY0598
 KY0598  NGVD 29 (??/??/??)  435.60   (m)         1429.1    (f) RESET       3  
 KY0598
 KY0598.Superseded values are not recommended for survey control.
 KY0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0598.See file dsdata.txt to determine how the superseded data were derived.
 KY0598
 KY0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE541336(NAD 83)
 KY0598_MARKER: DB = BENCH MARK DISK
 KY0598_SETTING: 66 = SET IN ROCK OUTCROP
 KY0598_SP_SET: ROCK OUTCROP
 KY0598_STAMPING: G 207 RESET 1960
 KY0598_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY0598+STABILITY: POSITION/ELEVATION WELL
 KY0598
 KY0598  HISTORY     - Date     Condition        Report By
 KY0598  HISTORY     - 1960     MONUMENTED       CGS
 KY0598
 KY0598                          STATION DESCRIPTION
 KY0598
 KY0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0598'5 MI NW FROM OLD CONCORD.
 KY0598'ABOUT 0.15 MILE NORTHEAST ALONG STATE HIGHWAY 18 FROM CONCORD
 KY0598'PRESBYTERIAN CHURCH AT OLD CONCORD, THENCE ABOUT 2.35 MILES
 KY0598'NORTH ALONG A GRAVEL ROAD, THENCE ABOUT 1.2 MILES SOUTHWEST AND
 KY0598'WEST ALONG A BLACK TOP ROAD, THENCE ABOUT 0.5 MILE NORTH ALONG A
 KY0598'BLACK TOP ROAD, THENCE ABOUT 0.8 MILE NORTH-NORTHWEST ALONG A
 KY0598'GRAVEL ROAD, IN THE TOP OF A SANDSTONE OUTCROP ABOUT 6 BY 4
 KY0598'FEET IN LAWN OF HOUSE OWNED IN 1960 BY A MRS. LIPPMAN, 39 FEET
 KY0598'EAST OF CENTER LINE OF ROAD, 93 FEET NORTH OF CENTER LINE OF
 KY0598'DRIVE WAY, 73 1/2 FEET WEST-SOUTHWEST OF NORTHWEST CORNER OF
 KY0598'HOUSE, 71 FEET WEST-NORTHWEST OF SOUTHWEST CORNER OF HOUSE
 KY0598'AND ABOUT 3 FEET ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0388 ***********************************************************************
 KY0388  DESIGNATION -  G 208
 KY0388  PID         -  KY0388
 KY0388  STATE/COUNTY-  PA/ALLEGHENY
 KY0388  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0388
 KY0388                         *CURRENT SURVEY CONTROL
 KY0388  ___________________________________________________________________
 KY0388* NAD 83(1986)-  40 23 45.     (N)    080 07 04.     (W)     SCALED    
 KY0388* NAVD 88     -       246.688  (meters)     809.34   (feet)  ADJUSTED  
 KY0388  ___________________________________________________________________
 KY0388  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KY0388  DYNAMIC HT  -         246.560 (meters)     808.92  (feet)  COMP
 KY0388  MODELED GRAV-     980,100.8   (mgal)                       NAVD 88
 KY0388
 KY0388  VERT ORDER  -  SECOND    CLASS 0
 KY0388
 KY0388.The horizontal coordinates were scaled from a topographic map and have
 KY0388.an estimated accuracy of +/- 6 seconds.
 KY0388
 KY0388.The orthometric height was determined by differential leveling
 KY0388.and adjusted by the National Geodetic Survey in June 1991..
 KY0388
 KY0388.The geoid height was determined by GEOID03.
 KY0388
 KY0388.The dynamic height is computed by dividing the NAVD 88
 KY0388.geopotential number by the normal gravity value computed on the
 KY0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0388.degrees latitude (g = 980.6199 gals.).
 KY0388
 KY0388.The modeled gravity was interpolated from observed gravity values.
 KY0388
 KY0388;                    North         East    Units  Estimated Accuracy
 KY0388;SPC PA S     -   120,670.      399,010.      MT  (+/- 180 meters Scaled)
 KY0388
 KY0388                          SUPERSEDED SURVEY CONTROL
 KY0388
 KY0388  NGVD 29 (??/??/92)  246.839  (m)          809.84   (f) ADJ UNCH    2 0
 KY0388
 KY0388.Superseded values are not recommended for survey control.
 KY0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0388.See file dsdata.txt to determine how the superseded data were derived.
 KY0388
 KY0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE748720(NAD 83)
 KY0388_MARKER: DB = BENCH MARK DISK
 KY0388_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0388_SP_SET: ABUTMENT
 KY0388_STAMPING: G 208 1960
 KY0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY0388+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2004
 KY0388
 KY0388  HISTORY     - Date     Condition        Report By
 KY0388  HISTORY     - 1960     MONUMENTED       CGS
 KY0388  HISTORY     - 20040310 GOOD             T3GLOB
 KY0388
 KY0388                          STATION DESCRIPTION
 KY0388
 KY0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0388'2 MI SW FROM CARNEGIE.
 KY0388'ABOUT 2.0 MILES SOUTHWEST AND WEST ALONG THE PENNSYLVANIA
 KY0388'RAILROAD FROM THE STATION AT CARNEGIE, 11 FEET EAST-NORTHEAST OF
 KY0388'THE EAST-NORTHEAST RAIL OF THE EAST-NORTHEAST TRACK, IN TOP
 KY0388'OF THE EAST-NORTHEAST END OF THE SOUTH-SOUTHEAST ABUTMENT OF
 KY0388'CONCRETE RAILROAD BRIDGE 10-33 OVER A CREEK, AND ABOUT 1 1/2
 KY0388'FEET BELOW THE LEVEL OF THE TRACK.
 KY0388
 KY0388                          STATION RECOVERY (2004)
 KY0388
 KY0388'RECOVERY NOTE BY T3 GLOBAL STRATEGIES 2004 (BAW)
 KY0388'R. R. TRACK IS NOW RAIL FOR TRAILS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1819 ***********************************************************************
 KV1819  DESIGNATION -  G 209
 KV1819  PID         -  KV1819
 KV1819  STATE/COUNTY-  PA/PHILADELPHIA
 KV1819  USGS QUAD   -  GERMANTOWN (1997)
 KV1819
 KV1819                         *CURRENT SURVEY CONTROL
 KV1819  ___________________________________________________________________
 KV1819* NAD 83(1986)-  40 00 18.     (N)    075 07 41.     (W)     SCALED    
 KV1819* NAVD 88     -        29.482  (meters)      96.73   (feet)  ADJUSTED  
 KV1819  ___________________________________________________________________
 KV1819  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KV1819  DYNAMIC HT  -          29.469 (meters)      96.68  (feet)  COMP
 KV1819  MODELED GRAV-     980,177.3   (mgal)                       NAVD 88
 KV1819
 KV1819  VERT ORDER  -  FIRST     CLASS I
 KV1819
 KV1819.The horizontal coordinates were scaled from a topographic map and have
 KV1819.an estimated accuracy of +/- 6 seconds.
 KV1819
 KV1819.The orthometric height was determined by differential leveling
 KV1819.and adjusted by the National Geodetic Survey in June 1991..
 KV1819
 KV1819.The geoid height was determined by GEOID03.
 KV1819
 KV1819.The dynamic height is computed by dividing the NAVD 88
 KV1819.geopotential number by the normal gravity value computed on the
 KV1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1819.degrees latitude (g = 980.6199 gals.).
 KV1819
 KV1819.The modeled gravity was interpolated from observed gravity values.
 KV1819
 KV1819;                    North         East    Units  Estimated Accuracy
 KV1819;SPC PA S     -    77,900.      823,850.      MT  (+/- 180 meters Scaled)
 KV1819
 KV1819                          SUPERSEDED SURVEY CONTROL
 KV1819
 KV1819  NGVD 29 (01/10/92)   29.809  (m)           97.80   (f) ADJUSTED    1 1
 KV1819
 KV1819.Superseded values are not recommended for survey control.
 KV1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1819.See file dsdata.txt to determine how the superseded data were derived.
 KV1819
 KV1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK890283(NAD 83)
 KV1819_MARKER: DB = BENCH MARK DISK
 KV1819_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1819_SP_SET: PIER
 KV1819_STAMPING: G 209 1964
 KV1819_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1819
 KV1819  HISTORY     - Date     Condition        Report By
 KV1819  HISTORY     - 1964     MONUMENTED       CGS
 KV1819  HISTORY     - 1974     GOOD             NGS
 KV1819  HISTORY     - 19930901 GOOD             STEWRT
 KV1819
 KV1819                          STATION DESCRIPTION
 KV1819
 KV1819'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV1819'AT PHILADELPHIA.
 KV1819'AT PHILADELPHIA, ALONG THE PENNSYLVANIA RAILROAD, ABOUT 1.6
 KV1819'MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD (CONNECTING
 KV1819'TRACK) FROM THE NORTH STATION, AT THE FRONT STREET OVERPASS,
 KV1819'SET VERTICALLY IN THE SOUTH CONCRETE FACE OF THE 1 ST CONCRETE
 KV1819'PIER NORTH OF THE TRACK FOR THE FRONT STREET OVERPASS, 3.5 FEET
 KV1819'NORTH OF THE NORTH RAIL, 2.2 FEET WEST OF THE EAST END OF THE
 KV1819'PIER AND 4 FEET ABOVE THE LEVEL OF THE GROUND.
 KV1819
 KV1819                          STATION RECOVERY (1974)
 KV1819
 KV1819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV1819'RECOVERED IN GOOD CONDITION.
 KV1819
 KV1819                          STATION RECOVERY (1993)
 KV1819
 KV1819'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1993 (DWS)
 KV1819'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0146 ***********************************************************************
 KX0146  DESIGNATION -  G 21
 KX0146  PID         -  KX0146
 KX0146  STATE/COUNTY-  PA/CLEARFIELD
 KX0146  USGS QUAD   -  WALLACETON (1993)
 KX0146
 KX0146                         *CURRENT SURVEY CONTROL
 KX0146  ___________________________________________________________________
 KX0146* NAD 83(1986)-  40 57 31.     (N)    078 17 21.     (W)     SCALED    
 KX0146* NAVD 88     -       528.765  (meters)    1734.79   (feet)  ADJUSTED  
 KX0146  ___________________________________________________________________
 KX0146  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KX0146  DYNAMIC HT  -         528.500 (meters)    1733.92  (feet)  COMP
 KX0146  MODELED GRAV-     980,105.9   (mgal)                       NAVD 88
 KX0146
 KX0146  VERT ORDER  -  FIRST     CLASS I
 KX0146
 KX0146.The horizontal coordinates were scaled from a topographic map and have
 KX0146.an estimated accuracy of +/- 6 seconds.
 KX0146
 KX0146.The orthometric height was determined by differential leveling
 KX0146.and adjusted by the National Geodetic Survey in June 1991..
 KX0146
 KX0146.The geoid height was determined by GEOID03.
 KX0146
 KX0146.The dynamic height is computed by dividing the NAVD 88
 KX0146.geopotential number by the normal gravity value computed on the
 KX0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0146.degrees latitude (g = 980.6199 gals.).
 KX0146
 KX0146.The modeled gravity was interpolated from observed gravity values.
 KX0146
 KX0146;                    North         East    Units  Estimated Accuracy
 KX0146;SPC PA N     -    88,090.      554,610.      MT  (+/- 180 meters Scaled)
 KX0146
 KX0146                          SUPERSEDED SURVEY CONTROL
 KX0146
 KX0146  NGVD 29 (??/??/92)  528.926  (m)         1735.32   (f) ADJ UNCH    1 1
 KX0146
 KX0146.Superseded values are not recommended for survey control.
 KX0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0146.See file dsdata.txt to determine how the superseded data were derived.
 KX0146
 KX0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF281377(NAD 83)
 KX0146_MARKER: DB = BENCH MARK DISK
 KX0146_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0146_SP_SET: CULVERT
 KX0146_STAMPING: G 21 1934
 KX0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX0146+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1998
 KX0146
 KX0146  HISTORY     - Date     Condition        Report By
 KX0146  HISTORY     - 1934     MONUMENTED       CGS
 KX0146  HISTORY     - 1966     GOOD             NGS
 KX0146  HISTORY     - 19981103 GOOD             PADT
 KX0146
 KX0146                          STATION DESCRIPTION
 KX0146
 KX0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0146'6 MI NW FROM PHILIPSBURG.
 KX0146'ABOUT 6.0 MILES NORTHWEST ALONG THE CLEARFIELD BRANCH OF THE
 KX0146'PENNSYLVANIA RAILROAD FROM THE FREIGHT STATION AT PHILIPSBURG, AT
 KX0146'THE SMALL COMMUNITY OF WALLACETON, ON THE NEW YORK CENTRAL
 KX0146'RAILROAD WHICH IS 96 FEET EAST OF THE MAIN TRACK OF THE PENNSYLVANIA
 KX0146'RAILROAD, 36 FEET NORTHWEST OF THE CROSSING OF THE RAILROAD AND
 KX0146'A ROAD, 25 FEET WEST OF THE WEST RAIL OF THE MAIN LINE TRACKS, SET
 KX0146'IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL OF A
 KX0146'CULVERT, 20 FEET NORTH OF THE CENTER LINE OF THE ROAD, 19 FEET
 KX0146'EAST OF A POWER POLE, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 KX0146'THE TRACKS.
 KX0146
 KX0146                          STATION RECOVERY (1998)
 KX0146
 KX0146'RECOVERY NOTE BY PA DEPT OF TRANSP 1998 (SMM)
 KX0146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2704 ***********************************************************************
 KW2704  DESIGNATION -  G 213
 KW2704  PID         -  KW2704
 KW2704  STATE/COUNTY-  PA/SCHUYLKILL
 KW2704  USGS QUAD   -  POTTSVILLE (1994)
 KW2704
 KW2704                         *CURRENT SURVEY CONTROL
 KW2704  ___________________________________________________________________
 KW2704* NAD 83(1986)-  40 44 24.     (N)    076 11 58.     (W)     SCALED    
 KW2704* NAVD 88     -       284.302  (meters)     932.75   (feet)  ADJUSTED  
 KW2704  ___________________________________________________________________
 KW2704  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KW2704  DYNAMIC HT  -         284.163 (meters)     932.29  (feet)  COMP
 KW2704  MODELED GRAV-     980,127.9   (mgal)                       NAVD 88
 KW2704
 KW2704  VERT ORDER  -  SECOND    CLASS I
 KW2704
 KW2704.The horizontal coordinates were scaled from a topographic map and have
 KW2704.an estimated accuracy of +/- 6 seconds.
 KW2704
 KW2704.The orthometric height was determined by differential leveling
 KW2704.and adjusted by the National Geodetic Survey in June 1991..
 KW2704
 KW2704.The geoid height was determined by GEOID03.
 KW2704
 KW2704.The dynamic height is computed by dividing the NAVD 88
 KW2704.geopotential number by the normal gravity value computed on the
 KW2704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2704.degrees latitude (g = 980.6199 gals.).
 KW2704
 KW2704.The modeled gravity was interpolated from observed gravity values.
 KW2704
 KW2704;                    North         East    Units  Estimated Accuracy
 KW2704;SPC PA S     -   157,340.      730,960.      MT  (+/- 180 meters Scaled)
 KW2704
 KW2704                          SUPERSEDED SURVEY CONTROL
 KW2704
 KW2704  NGVD 29 (??/??/??)  284.518  (m)          933.46   (f) ADJUSTED    2 1
 KW2704
 KW2704.Superseded values are not recommended for survey control.
 KW2704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2704.See file dsdata.txt to determine how the superseded data were derived.
 KW2704
 KW2704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL987105(NAD 83)
 KW2704_MARKER: DB = BENCH MARK DISK
 KW2704_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2704_SP_SET: CULVERT
 KW2704_STAMPING: G 213 1975
 KW2704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2704
 KW2704  HISTORY     - Date     Condition        Report By
 KW2704  HISTORY     - 1975     MONUMENTED       NGS
 KW2704  HISTORY     - 19970209 MARK NOT FOUND   USPSQD
 KW2704
 KW2704                          STATION DESCRIPTION
 KW2704
 KW2704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 KW2704'1.95 MI N FROM ST CLAIR.
 KW2704'1.95 MILES NORTH ALONG THE READING RAILROAD FROM THE STATE HIGHWAY 61
 KW2704'RAILROAD OVERPASS SOUTH OF ST. CLAIR.  0.35 MILE NORTH OF THE
 KW2704'SCHUYLKILL MUNICIPAL AUTHORITY BUILDING (COUNTY).  0.05 MILES NORTH OF
 KW2704'MILE POST 220.  SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 KW2704'HEADWALL OF A CONCRETE CULVERT UNDER THE TRACK.  5.2 FEET WEST OF THE
 KW2704'WEST RAIL AND ABOUT LEVEL WITH THE TRACK.
 KW2704
 KW2704                          STATION RECOVERY (1997)
 KW2704
 KW2704'RECOVERY NOTE BY US POWER SQUADRON 1997
 KW2704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0693 ***********************************************************************
 KX0693  DESIGNATION -  G 22
 KX0693  PID         -  KX0693
 KX0693  STATE/COUNTY-  PA/CLEARFIELD
 KX0693  USGS QUAD   -  MC GEES MILLS (1994)
 KX0693
 KX0693                         *CURRENT SURVEY CONTROL
 KX0693  ___________________________________________________________________
 KX0693* NAD 83(1986)-  40 53 44.     (N)    078 48 13.     (W)     SCALED    
 KX0693* NAVD 88     -       516.383  (meters)    1694.17   (feet)  ADJUSTED  
 KX0693  ___________________________________________________________________
 KX0693  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KX0693  DYNAMIC HT  -         516.122 (meters)    1693.31  (feet)  COMP
 KX0693  MODELED GRAV-     980,102.1   (mgal)                       NAVD 88
 KX0693
 KX0693  VERT ORDER  -  SECOND    CLASS 0
 KX0693
 KX0693.The horizontal coordinates were scaled from a topographic map and have
 KX0693.an estimated accuracy of +/- 6 seconds.
 KX0693
 KX0693.The orthometric height was determined by differential leveling
 KX0693.and adjusted by the National Geodetic Survey in June 1991..
 KX0693
 KX0693.The geoid height was determined by GEOID03.
 KX0693
 KX0693.The dynamic height is computed by dividing the NAVD 88
 KX0693.geopotential number by the normal gravity value computed on the
 KX0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0693.degrees latitude (g = 980.6199 gals.).
 KX0693
 KX0693.The modeled gravity was interpolated from observed gravity values.
 KX0693
 KX0693;                    North         East    Units  Estimated Accuracy
 KX0693;SPC PA N     -    81,490.      511,220.      MT  (+/- 180 meters Scaled)
 KX0693
 KX0693                          SUPERSEDED SURVEY CONTROL
 KX0693
 KX0693  NGVD 29 (??/??/92)  516.531  (m)         1694.65   (f) ADJ UNCH    2 0
 KX0693
 KX0693.Superseded values are not recommended for survey control.
 KX0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0693.See file dsdata.txt to determine how the superseded data were derived.
 KX0693
 KX0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF850294(NAD 83)
 KX0693_MARKER: DB = BENCH MARK DISK
 KX0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0693_STAMPING: G 22 1934
 KX0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0693+STABILITY: SURFACE MOTION
 KX0693
 KX0693  HISTORY     - Date     Condition        Report By
 KX0693  HISTORY     - 1934     MONUMENTED       CGS
 KX0693  HISTORY     - 1967     GOOD             NGS
 KX0693
 KX0693                          STATION DESCRIPTION
 KX0693
 KX0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KX0693'2.7 MI W FROM MC GEES MILLS.
 KX0693'2.7 MILES WEST ALONG STATE HIGHWAY 36 FROM MC GEES MILLS,
 KX0693'CLEARFIELD COUNTY, 40 FEET EAST OF HIGHWAY STATION 410+00,
 KX0693'ABOUT 800 FEET EAST OF THE INDIANA-CLEARFIELD COUNTY LINE, ON
 KX0693'THE WESTERN SLOPE OF A WOODED HILL, 60 FEET EAST OF A
 KX0693'SECONDARY-ROAD INTERSECTION, 30 FEET SOUTH OF THE CENTERLINE
 KX0693'OF THE HIGHWAY, AND ABOUT 4 FEET LOWER THAN THE HIGHWAY.  A
 KX0693'STANDARD DISK, STAMPED G 22 1934 AND SET IN THE TOP OF A
 KX0693'CONCRETE POST.
 KX0693
 KX0693                          STATION RECOVERY (1967)
 KX0693
 KX0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KX0693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1081 ***********************************************************************
 MA1081  DESIGNATION -  G 221
 MA1081  PID         -  MA1081
 MA1081  STATE/COUNTY-  PA/CLARION
 MA1081  USGS QUAD   -  CLARION (1981)
 MA1081
 MA1081                         *CURRENT SURVEY CONTROL
 MA1081  ___________________________________________________________________
 MA1081* NAD 83(1986)-  41 12 18.     (N)    079 23 27.     (W)     SCALED    
 MA1081* NAVD 88     -       395.429  (meters)    1297.34   (feet)  ADJUSTED  
 MA1081  ___________________________________________________________________
 MA1081  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 MA1081  DYNAMIC HT  -         395.243 (meters)    1296.73  (feet)  COMP
 MA1081  MODELED GRAV-     980,141.1   (mgal)                       NAVD 88
 MA1081
 MA1081  VERT ORDER  -  SECOND    CLASS 0
 MA1081
 MA1081.The horizontal coordinates were scaled from a topographic map and have
 MA1081.an estimated accuracy of +/- 6 seconds.
 MA1081
 MA1081.The orthometric height was determined by differential leveling
 MA1081.and adjusted by the National Geodetic Survey in June 1991..
 MA1081
 MA1081.The geoid height was determined by GEOID03.
 MA1081
 MA1081.The dynamic height is computed by dividing the NAVD 88
 MA1081.geopotential number by the normal gravity value computed on the
 MA1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1081.degrees latitude (g = 980.6199 gals.).
 MA1081
 MA1081.The modeled gravity was interpolated from observed gravity values.
 MA1081
 MA1081;                    North         East    Units  Estimated Accuracy
 MA1081;SPC PA N     -   116,610.      462,390.      MT  (+/- 180 meters Scaled)
 MA1081
 MA1081                          SUPERSEDED SURVEY CONTROL
 MA1081
 MA1081  NGVD 29 (??/??/92)  395.584  (m)         1297.85   (f) ADJ UNCH    2 0
 MA1081
 MA1081.Superseded values are not recommended for survey control.
 MA1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1081.See file dsdata.txt to determine how the superseded data were derived.
 MA1081
 MA1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF349627(NAD 83)
 MA1081_MARKER: DB = BENCH MARK DISK
 MA1081_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1081_SP_SET: BRIDGE
 MA1081_STAMPING: G 221 1958
 MA1081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1081
 MA1081  HISTORY     - Date     Condition        Report By
 MA1081  HISTORY     - 1958     MONUMENTED       CGS
 MA1081  HISTORY     - 1967     GOOD             NGS
 MA1081  HISTORY     - 1976     GOOD             PADT
 MA1081  HISTORY     - 20040302 GOOD             PADT
 MA1081
 MA1081                          STATION DESCRIPTION
 MA1081
 MA1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA1081'0.7 MI S FROM CLARION.
 MA1081'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 68 FROM THE COURTHOUSE
 MA1081'IN CLARION.  IN THE HEADWALL OF THE CONCRETE BRIDGE OVER TROUT
 MA1081'RUN, 1.5 FEET NORTH OF SOUTHEAST END, 19.0 FEET EAST OF CENTER
 MA1081'OF HIGHWAY AND 40.0 FEET SOUTHEAST OF CENTER OF A T-ROAD
 MA1081'JUNCTION.
 MA1081
 MA1081                          STATION RECOVERY (1967)
 MA1081
 MA1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MA1081'RECOVERED IN GOOD CONDITION.
 MA1081
 MA1081                          STATION RECOVERY (1976)
 MA1081
 MA1081'RECOVERY NOTE BY PA DEPT OF TRANSP 1976
 MA1081'RECOVERED IN GOOD CONDITION.
 MA1081
 MA1081                          STATION RECOVERY (2004)
 MA1081
 MA1081'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (LMS)
 MA1081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1340 ***********************************************************************
 MA1340  DESIGNATION -  G 222
 MA1340  PID         -  MA1340
 MA1340  STATE/COUNTY-  PA/VENANGO
 MA1340  USGS QUAD   -  EAU CLAIRE (1979)
 MA1340
 MA1340                         *CURRENT SURVEY CONTROL
 MA1340  ___________________________________________________________________
 MA1340* NAD 83(1986)-  41 12 04.     (N)    079 49 16.     (W)     SCALED    
 MA1340* NAVD 88     -       412.988  (meters)    1354.94   (feet)  ADJUSTED  
 MA1340  ___________________________________________________________________
 MA1340  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 MA1340  DYNAMIC HT  -         412.796 (meters)    1354.31  (feet)  COMP
 MA1340  MODELED GRAV-     980,147.5   (mgal)                       NAVD 88
 MA1340
 MA1340  VERT ORDER  -  SECOND    CLASS 0
 MA1340
 MA1340.The horizontal coordinates were scaled from a topographic map and have
 MA1340.an estimated accuracy of +/- 6 seconds.
 MA1340
 MA1340.The orthometric height was determined by differential leveling
 MA1340.and adjusted by the National Geodetic Survey in June 1991..
 MA1340
 MA1340.The geoid height was determined by GEOID03.
 MA1340
 MA1340.The dynamic height is computed by dividing the NAVD 88
 MA1340.geopotential number by the normal gravity value computed on the
 MA1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1340.degrees latitude (g = 980.6199 gals.).
 MA1340
 MA1340.The modeled gravity was interpolated from observed gravity values.
 MA1340
 MA1340;                    North         East    Units  Estimated Accuracy
 MA1340;SPC PA N     -   116,960.      426,300.      MT  (+/- 180 meters Scaled)
 MA1340
 MA1340                          SUPERSEDED SURVEY CONTROL
 MA1340
 MA1340  NGVD 29 (??/??/92)  413.149  (m)         1355.47   (f) ADJ UNCH    2 0
 MA1340
 MA1340.Superseded values are not recommended for survey control.
 MA1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1340.See file dsdata.txt to determine how the superseded data were derived.
 MA1340
 MA1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF988617(NAD 83)
 MA1340_MARKER: DB = BENCH MARK DISK
 MA1340_SETTING: 66 = SET IN ROCK OUTCROP
 MA1340_SP_SET: ROCK OUTCROP
 MA1340_STAMPING: G 222 1958
 MA1340_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA1340+STABILITY: POSITION/ELEVATION WELL
 MA1340
 MA1340  HISTORY     - Date     Condition        Report By
 MA1340  HISTORY     - 1958     MONUMENTED       CGS
 MA1340
 MA1340                          STATION DESCRIPTION
 MA1340
 MA1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA1340'2.8 MI E FROM CLINTONVILLE.
 MA1340'ABOUT 2.75 MILES EAST ALONG STATE HIGHWAY 208 FROM THE CROSSROAD
 MA1340'IN CLINTONVILLE, 67.0 FEET NORTH OF CENTER LINE OF THE HIGHWAY,
 MA1340'70.0 FEET EAST OF CENTER LINE OF A DIRT ROAD AND 87.0 FEET
 MA1340'NORTHEAST OF CENTER OF THE CROSSROAD.  A DISK IN DRILL HOLE IN
 MA1340'TOP OF A LARGE OUTCROPPING ROCK THAT PROJECTS ABOUT 2.5 FEET
 MA1340'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0381 ***********************************************************************
 MB0381  DESIGNATION -  G 223
 MB0381  PID         -  MB0381
 MB0381  STATE/COUNTY-  PA/MERCER
 MB0381  USGS QUAD   -  GREENFIELD (1970)
 MB0381
 MB0381                         *CURRENT SURVEY CONTROL
 MB0381  ___________________________________________________________________
 MB0381* NAD 83(1986)-  41 11 46.     (N)    080 15 35.     (W)     SCALED    
 MB0381* NAVD 88     -       346.637  (meters)    1137.26   (feet)  ADJUSTED  
 MB0381  ___________________________________________________________________
 MB0381  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 MB0381  DYNAMIC HT  -         346.480 (meters)    1136.74  (feet)  COMP
 MB0381  MODELED GRAV-     980,162.9   (mgal)                       NAVD 88
 MB0381
 MB0381  VERT ORDER  -  SECOND    CLASS 0
 MB0381
 MB0381.The horizontal coordinates were scaled from a topographic map and have
 MB0381.an estimated accuracy of +/- 6 seconds.
 MB0381
 MB0381.The orthometric height was determined by differential leveling
 MB0381.and adjusted by the National Geodetic Survey in June 1991..
 MB0381
 MB0381.The geoid height was determined by GEOID03.
 MB0381
 MB0381.The dynamic height is computed by dividing the NAVD 88
 MB0381.geopotential number by the normal gravity value computed on the
 MB0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0381.degrees latitude (g = 980.6199 gals.).
 MB0381
 MB0381.The modeled gravity was interpolated from observed gravity values.
 MB0381
 MB0381;                    North         East    Units  Estimated Accuracy
 MB0381;SPC PA N     -   117,370.      389,510.      MT  (+/- 180 meters Scaled)
 MB0381
 MB0381                          SUPERSEDED SURVEY CONTROL
 MB0381
 MB0381  NGVD 29 (??/??/92)  346.790  (m)         1137.76   (f) ADJ UNCH    2 0
 MB0381
 MB0381.Superseded values are not recommended for survey control.
 MB0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0381.See file dsdata.txt to determine how the superseded data were derived.
 MB0381
 MB0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF620607(NAD 83)
 MB0381_MARKER: DB = BENCH MARK DISK
 MB0381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0381_SP_SET: CULVERT
 MB0381_STAMPING: G 223 1958
 MB0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0381
 MB0381  HISTORY     - Date     Condition        Report By
 MB0381  HISTORY     - 1958     MONUMENTED       CGS
 MB0381
 MB0381                          STATION DESCRIPTION
 MB0381
 MB0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MB0381'5.2 MI SW FROM MERCER.
 MB0381'ABOUT 3.0 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MB0381'STATION AT MERCER, THENCE SOUTHERLY ON A PAVED ROAD 0.1 MILE,
 MB0381'THENCE WEST ON A GRAVELED ROAD 0.7 MILE, THENCE NORTH ON U.S.
 MB0381'HIGHWAY 19 FOR 0.3 MILE, THENCE WEST ON A GRAVELED ROAD 1.1
 MB0381'MILE TO STATE HIGHWAY 158.  IN A V-SHAPED HEADWALL OF A CULVERT,
 MB0381'8-INCHES EAST OF WEST END, 13.0 FEET SOUTH OF CENTER LINE OF
 MB0381'GRAVELED ROAD, 25.0 FEET WEST-NORTHWEST OF CENTER OF HIGHWAY 158,
 MB0381'AND 38.0 FEET WEST OF CENTER OF THE CROSSROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1292 ***********************************************************************
 LY1292  DESIGNATION -  G 224
 LY1292  PID         -  LY1292
 LY1292  STATE/COUNTY-  PA/MONROE
 LY1292  USGS QUAD   -  MOUNT POCONO (1992)
 LY1292
 LY1292                         *CURRENT SURVEY CONTROL
 LY1292  ___________________________________________________________________
 LY1292* NAD 83(1986)-  41 03 57.     (N)    075 20 39.     (W)     SCALED    
 LY1292* NAVD 88     -       378.228  (meters)    1240.90   (feet)  ADJUSTED  
 LY1292  ___________________________________________________________________
 LY1292  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 LY1292  DYNAMIC HT  -         378.045 (meters)    1240.30  (feet)  COMP
 LY1292  MODELED GRAV-     980,131.5   (mgal)                       NAVD 88
 LY1292
 LY1292  VERT ORDER  -  SECOND    CLASS 0
 LY1292
 LY1292.The horizontal coordinates were scaled from a topographic map and have
 LY1292.an estimated accuracy of +/- 6 seconds.
 LY1292
 LY1292.The orthometric height was determined by differential leveling
 LY1292.and adjusted by the National Geodetic Survey in June 1991..
 LY1292
 LY1292.The geoid height was determined by GEOID03.
 LY1292
 LY1292.The dynamic height is computed by dividing the NAVD 88
 LY1292.geopotential number by the normal gravity value computed on the
 LY1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1292.degrees latitude (g = 980.6199 gals.).
 LY1292
 LY1292.The modeled gravity was interpolated from observed gravity values.
 LY1292
 LY1292;                    North         East    Units  Estimated Accuracy
 LY1292;SPC PA N     -   102,660.      802,180.      MT  (+/- 180 meters Scaled)
 LY1292
 LY1292                          SUPERSEDED SURVEY CONTROL
 LY1292
 LY1292  NGVD 29 (??/??/92)  378.408  (m)         1241.49   (f) ADJ UNCH    2 0
 LY1292
 LY1292.Superseded values are not recommended for survey control.
 LY1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1292.See file dsdata.txt to determine how the superseded data were derived.
 LY1292
 LY1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL710461(NAD 83)
 LY1292_MARKER: DB = BENCH MARK DISK
 LY1292_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1292_SP_SET: BRIDGE
 LY1292_STAMPING: G 224 1958
 LY1292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1292
 LY1292  HISTORY     - Date     Condition        Report By
 LY1292  HISTORY     - 1958     MONUMENTED       CGS
 LY1292
 LY1292                          STATION DESCRIPTION
 LY1292
 LY1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LY1292'2.6 MI NW FROM TANNERSVILLE.
 LY1292'2.60 MILES NORTH WEST ALONG COUNTY ROAD 45024 FROM THE SCHOOL
 LY1292'HOUSE AT TANNERSVILLE AND 0.15 MILE SOUTH EAST OF A BLACKTOP ROAD
 LY1292'EAST, 100 YARDS SOUTH EAST OF A HOUSE, SET IN TOP OF THE SOUTH
 LY1292'WINGWALL OF THE SOUTH WEST HEADWALL OF A 15 FOOT BRIDGE OVER A
 LY1292'CREEK, 24 FEET SOUTH WEST OF THE CENTERLINE OF THE ROAD AND ABOUT
 LY1292'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1482 ***********************************************************************
 LY1482  DESIGNATION -  G 225
 LY1482  PID         -  LY1482
 LY1482  STATE/COUNTY-  PA/MONROE
 LY1482  USGS QUAD   -  BLAKESLEE (1992)
 LY1482
 LY1482                         *CURRENT SURVEY CONTROL
 LY1482  ___________________________________________________________________
 LY1482* NAD 83(1986)-  41 03 47.     (N)    075 30 04.     (W)     SCALED    
 LY1482* NAVD 88     -       561.313  (meters)    1841.57   (feet)  ADJUSTED  
 LY1482  ___________________________________________________________________
 LY1482  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 LY1482  DYNAMIC HT  -         561.029 (meters)    1840.64  (feet)  COMP
 LY1482  MODELED GRAV-     980,099.0   (mgal)                       NAVD 88
 LY1482
 LY1482  VERT ORDER  -  SECOND    CLASS 0
 LY1482
 LY1482.The horizontal coordinates were scaled from a topographic map and have
 LY1482.an estimated accuracy of +/- 6 seconds.
 LY1482
 LY1482.The orthometric height was determined by differential leveling
 LY1482.and adjusted by the National Geodetic Survey in June 1991..
 LY1482
 LY1482.The geoid height was determined by GEOID03.
 LY1482
 LY1482.The dynamic height is computed by dividing the NAVD 88
 LY1482.geopotential number by the normal gravity value computed on the
 LY1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1482.degrees latitude (g = 980.6199 gals.).
 LY1482
 LY1482.The modeled gravity was interpolated from observed gravity values.
 LY1482
 LY1482;                    North         East    Units  Estimated Accuracy
 LY1482;SPC PA N     -   102,000.      789,000.      MT  (+/- 180 meters Scaled)
 LY1482
 LY1482                          SUPERSEDED SURVEY CONTROL
 LY1482
 LY1482  NGVD 29 (??/??/92)  561.494  (m)         1842.17   (f) ADJ UNCH    2 0
 LY1482
 LY1482.Superseded values are not recommended for survey control.
 LY1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1482.See file dsdata.txt to determine how the superseded data were derived.
 LY1482
 LY1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL578458(NAD 83)
 LY1482_MARKER: DB = BENCH MARK DISK
 LY1482_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1482_SP_SET: CULVERT
 LY1482_STAMPING: G 225 1958
 LY1482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1482_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY1482+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2003
 LY1482
 LY1482  HISTORY     - Date     Condition        Report By
 LY1482  HISTORY     - 1958     MONUMENTED       CGS
 LY1482  HISTORY     - 1979     GOOD             PADT
 LY1482  HISTORY     - 20020607 GOOD             PADT
 LY1482  HISTORY     - 20030707 GOOD             PADT
 LY1482
 LY1482                          STATION DESCRIPTION
 LY1482
 LY1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LY1482'5 MI SE FROM BLAKESLEE CORNER.
 LY1482'LOCATED 3.40 MILE SOUTH EAST ALONG STATE HIGHWAY 115 FROM THE
 LY1482'JUNCTION OF STATE HIGHWAY 115 AND STATE HIGHWAY 940 AT BLAKESLEE
 LY1482'CORNER, THENCE 1.65 MILE NORTH EAST ON COUNTY ROAD NO. 45040 TO
 LY1482'THE JUNCTION OF COUNTY ROADS 45040 AND T 580, 31 FEET NORTH WEST
 LY1482'OF THE SOUTH WEST END OF A CULVERT UNDER T 580, 45 FEET NORTH OF A
 LY1482'TELEPHONE POLE NO. 76, 9 FEET SOUTH OF A 8 INCH PINE TREE, 42
 LY1482'FEET SOUTH WEST OF THE CENTERLINE OF COUNTY ROAD T 580, 67 FEET
 LY1482'NORTH OF THE CENTERLINE OF COUNTY ROAD NO. 45040 AND ABOUT 2
 LY1482'INCHES ABOVE THE LEVEL OF THE ROAD.
 LY1482
 LY1482                          STATION RECOVERY (1979)
 LY1482
 LY1482'RECOVERY NOTE BY PA DEPT OF TRANSP 1979
 LY1482'RECOVERED IN GOOD CONDITION.
 LY1482
 LY1482                          STATION RECOVERY (2002)
 LY1482
 LY1482'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (SQ)
 LY1482'RECOVERED IN GOOD CONDITION.
 LY1482
 LY1482                          STATION RECOVERY (2003)
 LY1482
 LY1482'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 LY1482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1566 ***********************************************************************
 KW1566  DESIGNATION -  G 226
 KW1566  PID         -  KW1566
 KW1566  STATE/COUNTY-  PA/MONTOUR
 KW1566  USGS QUAD   -  RIVERSIDE (1984)
 KW1566
 KW1566                         *CURRENT SURVEY CONTROL
 KW1566  ___________________________________________________________________
 KW1566* NAD 83(1986)-  40 59 14.     (N)    076 38 07.     (W)     SCALED    
 KW1566* NAVD 88     -       149.847  (meters)     491.62   (feet)  ADJUSTED  
 KW1566  ___________________________________________________________________
 KW1566  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KW1566  DYNAMIC HT  -         149.782 (meters)     491.41  (feet)  COMP
 KW1566  MODELED GRAV-     980,190.6   (mgal)                       NAVD 88
 KW1566
 KW1566  VERT ORDER  -  SECOND    CLASS 0
 KW1566
 KW1566.The horizontal coordinates were scaled from a topographic map and have
 KW1566.an estimated accuracy of +/- 6 seconds.
 KW1566
 KW1566.The orthometric height was determined by differential leveling
 KW1566.and adjusted by the National Geodetic Survey in June 1991..
 KW1566
 KW1566.The geoid height was determined by GEOID03.
 KW1566
 KW1566.The dynamic height is computed by dividing the NAVD 88
 KW1566.geopotential number by the normal gravity value computed on the
 KW1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1566.degrees latitude (g = 980.6199 gals.).
 KW1566
 KW1566.The modeled gravity was interpolated from observed gravity values.
 KW1566
 KW1566;                    North         East    Units  Estimated Accuracy
 KW1566;SPC PA N     -    91,730.      693,800.      MT  (+/- 180 meters Scaled)
 KW1566
 KW1566                          SUPERSEDED SURVEY CONTROL
 KW1566
 KW1566  NGVD 29 (??/??/??)  150.076  (m)          492.37   (f) ADJUSTED    2 0
 KW1566
 KW1566.Superseded values are not recommended for survey control.
 KW1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1566.See file dsdata.txt to determine how the superseded data were derived.
 KW1566
 KW1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL624386(NAD 83)
 KW1566_MARKER: DB = BENCH MARK DISK
 KW1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1566_STAMPING: G 226 1959
 KW1566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1566+STABILITY: SURFACE MOTION
 KW1566
 KW1566  HISTORY     - Date     Condition        Report By
 KW1566  HISTORY     - 1959     MONUMENTED       CGS
 KW1566  HISTORY     - 1987     GOOD             USPSQD
 KW1566  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW1566
 KW1566                          STATION DESCRIPTION
 KW1566
 KW1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW1566'1.7 MI NW FROM DANVILLE.
 KW1566'1.7 MILE NORTHWEST ALONG STATE HIGHWAY NO 54 FROM THE 1ST
 KW1566'NATIONAL BANK IN DANVILLE AND ABOUT 0.45 MILE SOUTH OF THE VALLEY
 KW1566'TWP SCHOOL, AT THE JUNCTION OF THE OLD HIGHWAY NO 54 AND A
 KW1566'BLACKTOP ROAD NORTH, 16 FEET EAST OF A GRAVEL ROAD BETWEEN OLD
 KW1566'AND NEW HIGHWAY, 1 FOOT EAST OF A POWER POLE, 9 FEET WEST OF A POWER
 KW1566'POLE, 33 FEET WEST AND ACROSS THE GRAVEL ROAD FROM THE WEST SIDE OF
 KW1566'A CONCRETE BLACK BUILDING, ABOUT LEVEL WITH THE BLACKTOP ROAD AND
 KW1566'PROJECTION 3 INCHES.
 KW1566
 KW1566                          STATION RECOVERY (1987)
 KW1566
 KW1566'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 KW1566'RECOVERED IN GOOD CONDITION.
 KW1566
 KW1566                          STATION RECOVERY (1989)
 KW1566
 KW1566'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1495 ***********************************************************************
 LZ1495  DESIGNATION -  G 227
 LZ1495  PID         -  LZ1495
 LZ1495  STATE/COUNTY-  PA/COLUMBIA
 LZ1495  USGS QUAD   -  BLOOMSBURG (1983)
 LZ1495
 LZ1495                         *CURRENT SURVEY CONTROL
 LZ1495  ___________________________________________________________________
 LZ1495* NAD 83(1986)-  41 01 57.     (N)    076 26 28.     (W)     SCALED    
 LZ1495* NAVD 88     -       157.200  (meters)     515.75   (feet)  ADJUSTED  
 LZ1495  ___________________________________________________________________
 LZ1495  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 LZ1495  DYNAMIC HT  -         157.135 (meters)     515.53  (feet)  COMP
 LZ1495  MODELED GRAV-     980,206.3   (mgal)                       NAVD 88
 LZ1495
 LZ1495  VERT ORDER  -  SECOND    CLASS 0
 LZ1495
 LZ1495.The horizontal coordinates were scaled from a topographic map and have
 LZ1495.an estimated accuracy of +/- 6 seconds.
 LZ1495
 LZ1495.The orthometric height was determined by differential leveling
 LZ1495.and adjusted by the National Geodetic Survey in June 1991..
 LZ1495
 LZ1495.The geoid height was determined by GEOID03.
 LZ1495
 LZ1495.The dynamic height is computed by dividing the NAVD 88
 LZ1495.geopotential number by the normal gravity value computed on the
 LZ1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1495.degrees latitude (g = 980.6199 gals.).
 LZ1495
 LZ1495.The modeled gravity was interpolated from observed gravity values.
 LZ1495
 LZ1495;                    North         East    Units  Estimated Accuracy
 LZ1495;SPC PA N     -    96,990.      710,060.      MT  (+/- 180 meters Scaled)
 LZ1495
 LZ1495                          SUPERSEDED SURVEY CONTROL
 LZ1495
 LZ1495  NGVD 29 (??/??/92)  157.420  (m)          516.47   (f) ADJ UNCH    2 0
 LZ1495
 LZ1495.Superseded values are not recommended for survey control.
 LZ1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1495.See file dsdata.txt to determine how the superseded data were derived.
 LZ1495
 LZ1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL788433(NAD 83)
 LZ1495_MARKER: DB = BENCH MARK DISK
 LZ1495_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1495_SP_SET: ABUTMENT
 LZ1495_STAMPING: G 227 1959
 LZ1495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1495
 LZ1495  HISTORY     - Date     Condition        Report By
 LZ1495  HISTORY     - 1959     MONUMENTED       CGS
 LZ1495  HISTORY     - 20050421 MARK NOT FOUND   PADT
 LZ1495
 LZ1495                          STATION DESCRIPTION
 LZ1495
 LZ1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LZ1495'AT BLOOMSBURG.
 LZ1495'AT THE BLOOMSBURG SAND AND GRAVEL CO. YARDS IN NORTH EAST
 LZ1495'BLOOMSBURG, SET IN THE TOP AND 2 FEET SOUTH WEST OF THE NORTH
 LZ1495'EAST END OF THE NORTH WEST ABUTMENT OF A 35 FOOT BRIDGE OVER A
 LZ1495'CREEK, 12 FEET NORTH EAST OF THE CENTERLINE OF THE ROAD, ABOUT
 LZ1495'LEVEL WITH THE ROAD.
 LZ1495
 LZ1495                          STATION RECOVERY (2005)
 LZ1495
 LZ1495'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (JAG)
 LZ1495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1534 ***********************************************************************
 LY1534  DESIGNATION -  G 228
 LY1534  PID         -  LY1534
 LY1534  STATE/COUNTY-  PA/LUZERNE
 LY1534  USGS QUAD   -  WHITE HAVEN (1997)
 LY1534
 LY1534                         *CURRENT SURVEY CONTROL
 LY1534  ___________________________________________________________________
 LY1534* NAD 83(1986)-  41 06 00.     (N)    075 51 50.     (W)     SCALED    
 LY1534* NAVD 88     -       356.889  (meters)    1170.89   (feet)  ADJUSTED  
 LY1534  ___________________________________________________________________
 LY1534  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 LY1534  DYNAMIC HT  -         356.724 (meters)    1170.35  (feet)  COMP
 LY1534  MODELED GRAV-     980,150.1   (mgal)                       NAVD 88
 LY1534
 LY1534  VERT ORDER  -  SECOND    CLASS 0
 LY1534
 LY1534.The horizontal coordinates were scaled from a topographic map and have
 LY1534.an estimated accuracy of +/- 6 seconds.
 LY1534
 LY1534.The orthometric height was determined by differential leveling
 LY1534.and adjusted by the National Geodetic Survey in June 1991..
 LY1534
 LY1534.The geoid height was determined by GEOID03.
 LY1534
 LY1534.The dynamic height is computed by dividing the NAVD 88
 LY1534.geopotential number by the normal gravity value computed on the
 LY1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1534.degrees latitude (g = 980.6199 gals.).
 LY1534
 LY1534.The modeled gravity was interpolated from observed gravity values.
 LY1534
 LY1534;                    North         East    Units  Estimated Accuracy
 LY1534;SPC PA N     -   105,380.      758,430.      MT  (+/- 180 meters Scaled)
 LY1534
 LY1534                          SUPERSEDED SURVEY CONTROL
 LY1534
 LY1534  NGVD 29 (??/??/92)  357.080  (m)         1171.52   (f) ADJ UNCH    2 0
 LY1534
 LY1534.Superseded values are not recommended for survey control.
 LY1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1534.See file dsdata.txt to determine how the superseded data were derived.
 LY1534
 LY1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL274502(NAD 83)
 LY1534_MARKER: DB = BENCH MARK DISK
 LY1534_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1534_SP_SET: CULVERT
 LY1534_STAMPING: G 228 1959
 LY1534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1534
 LY1534  HISTORY     - Date     Condition        Report By
 LY1534  HISTORY     - 1959     MONUMENTED       CGS
 LY1534
 LY1534                          STATION DESCRIPTION
 LY1534
 LY1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1534'6.2 MI NW FROM WHITE HAVEN.
 LY1534'4.75 MILE NORTH ALONG BLACKTOP ROAD NO. 40040 FROM THE
 LY1534'SCHOOL HOUSE AT WHITE HAVEN, THENCE WEST 1.5 MILE WEST ON A
 LY1534'BLACKTOP ROAD, SET IN TOP OF THE NORTH WINGWALL OF THE NORTHWEST
 LY1534'HEADWALL FOR A 10 FOOT CULVERT OVER A CREEK, 19 FEET NORTHWEST
 LY1534'OF THE CENTERLINE OF THE HIGHWAY AND ONE FOOT BELOW THE
 LY1534'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1412 ***********************************************************************
 LY1412  DESIGNATION -  G 229
 LY1412  PID         -  LY1412
 LY1412  STATE/COUNTY-  PA/LUZERNE
 LY1412  USGS QUAD   -  PITTSTON (1994)
 LY1412
 LY1412                         *CURRENT SURVEY CONTROL
 LY1412  ___________________________________________________________________
 LY1412* NAD 83(1986)-  41 15 03.     (N)    075 50 13.     (W)     SCALED    
 LY1412* NAVD 88     -       241.156  (meters)     791.19   (feet)  ADJUSTED  
 LY1412  ___________________________________________________________________
 LY1412  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 LY1412  DYNAMIC HT  -         241.056 (meters)     790.86  (feet)  COMP
 LY1412  MODELED GRAV-     980,204.1   (mgal)                       NAVD 88
 LY1412
 LY1412  VERT ORDER  -  SECOND    CLASS 0
 LY1412
 LY1412.The horizontal coordinates were scaled from a topographic map and have
 LY1412.an estimated accuracy of +/- 6 seconds.
 LY1412
 LY1412.The orthometric height was determined by differential leveling
 LY1412.and adjusted by the National Geodetic Survey in June 1991..
 LY1412
 LY1412.The geoid height was determined by GEOID03.
 LY1412
 LY1412.The dynamic height is computed by dividing the NAVD 88
 LY1412.geopotential number by the normal gravity value computed on the
 LY1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1412.degrees latitude (g = 980.6199 gals.).
 LY1412
 LY1412.The modeled gravity was interpolated from observed gravity values.
 LY1412
 LY1412;                    North         East    Units  Estimated Accuracy
 LY1412;SPC PA N     -   122,170.      760,320.      MT  (+/- 180 meters Scaled)
 LY1412
 LY1412                          SUPERSEDED SURVEY CONTROL
 LY1412
 LY1412  NGVD 29 (??/??/92)  241.333  (m)          791.77   (f) ADJ UNCH    2 0
 LY1412
 LY1412.Superseded values are not recommended for survey control.
 LY1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1412.See file dsdata.txt to determine how the superseded data were derived.
 LY1412
 LY1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL298669(NAD 83)
 LY1412_MARKER: DB = BENCH MARK DISK
 LY1412_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1412_SP_SET: CULVERT
 LY1412_STAMPING: G 229 1959
 LY1412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1412
 LY1412  HISTORY     - Date     Condition        Report By
 LY1412  HISTORY     - 1959     MONUMENTED       CGS
 LY1412  HISTORY     - 1973     GOOD             LOCENG
 LY1412
 LY1412                          STATION DESCRIPTION
 LY1412
 LY1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1412'IN WILKES BARRE.
 LY1412'AT NORTH EAST MOST ENTRANCE ROAD TO VETERANS HOSPITAL IN
 LY1412'WILKES-BARRE, SET IN TOP OF THE SOUTH CORNER OF A CULVERT UNDER
 LY1412'ENTRANCE ROAD TO HOSPITAL, 21 FEET SOUTH WEST OF THE CENTERLINE
 LY1412'OF THE ROAD TO HOSPITAL, 40 FEET SOUTH EAST OF THE CENTERLINE
 LY1412'OF STATE HY. 115, 40 YARDS SOUTH AND ACROSS THE HY. FROM THE
 LY1412'CIRCLE DINER, ABOUT LEVEL WITH HY. 115.
 LY1412
 LY1412                          STATION RECOVERY (1973)
 LY1412
 LY1412'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 LY1412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2879 ***********************************************************************
 LY2879  DESIGNATION -  G 229 RESET
 LY2879  PID         -  LY2879
 LY2879  STATE/COUNTY-  PA/LUZERNE
 LY2879  USGS QUAD   -  PITTSTON (1994)
 LY2879
 LY2879                         *CURRENT SURVEY CONTROL
 LY2879  ___________________________________________________________________
 LY2879* NAD 83(1986)-  41 15 03.     (N)    075 50 13.     (W)     SCALED    
 LY2879* NAVD 88     -       240.83   (+/-2cm)     790.1    (feet)  VERTCON   
 LY2879  ___________________________________________________________________
 LY2879  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 LY2879
 LY2879  VERT ORDER  -  THIRD (See Below)
 LY2879
 LY2879.The horizontal coordinates were scaled from a topographic map and have
 LY2879.an estimated accuracy of +/- 6 seconds.
 LY2879
 LY2879.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2879.The vertical order pertains to the NGVD 29 superseded value.
 LY2879
 LY2879.The geoid height was determined by GEOID03.
 LY2879
 LY2879;                    North         East    Units  Estimated Accuracy
 LY2879;SPC PA N     -   122,170.      760,320.      MT  (+/- 180 meters Scaled)
 LY2879
 LY2879                          SUPERSEDED SURVEY CONTROL
 LY2879
 LY2879  NGVD 29 (02/24/03)  241.01   (m)          790.7    (f) RESET       3  
 LY2879
 LY2879.Superseded values are not recommended for survey control.
 LY2879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2879.See file dsdata.txt to determine how the superseded data were derived.
 LY2879
 LY2879_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL298669(NAD 83)
 LY2879_MARKER: DV = VERTICAL CONTROL DISK
 LY2879_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LY2879_SP_SET: CURB
 LY2879_STAMPING: G 229 RESET 1986
 LY2879_MARK LOGO: NGS   
 LY2879_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY2879
 LY2879  HISTORY     - Date     Condition        Report By
 LY2879  HISTORY     - 1986     MONUMENTED       PADT
 LY2879  HISTORY     - 19940330 MARK NOT FOUND   LOCENG
 LY2879
 LY2879                          STATION DESCRIPTION
 LY2879
 LY2879'DESCRIBED BY PA DEPT OF TRANSP 1986
 LY2879'FROM I-81 OVERPASS BRIDGE ON T.R. 115 NORTH BOUND LANE, TRAVEL WEST ON
 LY2879'T.R. 115 (NORTH) FOR 0.8 MILES TO VETERANS HOSPITAL ENTRANCE, MARK ON
 LY2879'LEFT, 0.5 FT (0.2 M) ABOVE HIGHWAY.  36 FEET SOUTHEAST OF THE
 LY2879'CENTERLINE OF STATE HIGHWAY T.R. 115 AND 50 FEET SOUTHWEST OF THE
 LY2879'CENTERLINE OF THE NORTHEAST MOST ENTRANCE ROAD TO VETERANS HOSPITAL
 LY2879'ALONG T.R. 115 IN WILKES-BARRE.
 LY2879
 LY2879                          STATION RECOVERY (1994)
 LY2879
 LY2879'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLM)
 LY2879'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0247 ***********************************************************************
 LZ0247  DESIGNATION -  G 230
 LZ0247  PID         -  LZ0247
 LZ0247  STATE/COUNTY-  PA/LUZERNE
 LZ0247  USGS QUAD   -  SYBERTSVILLE (1989)
 LZ0247
 LZ0247                         *CURRENT SURVEY CONTROL
 LZ0247  ___________________________________________________________________
 LZ0247* NAD 83(1986)-  41 02 52.     (N)    076 01 21.     (W)     SCALED    
 LZ0247* NAVD 88     -       417.812  (meters)    1370.77   (feet)  ADJUSTED  
 LZ0247  ___________________________________________________________________
 LZ0247  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 LZ0247  DYNAMIC HT  -         417.628 (meters)    1370.17  (feet)  COMP
 LZ0247  MODELED GRAV-     980,170.7   (mgal)                       NAVD 88
 LZ0247
 LZ0247  VERT ORDER  -  SECOND    CLASS 0
 LZ0247
 LZ0247.The horizontal coordinates were scaled from a topographic map and have
 LZ0247.an estimated accuracy of +/- 6 seconds.
 LZ0247
 LZ0247.The orthometric height was determined by differential leveling
 LZ0247.and adjusted by the National Geodetic Survey in June 1991..
 LZ0247
 LZ0247.The geoid height was determined by GEOID03.
 LZ0247
 LZ0247.The dynamic height is computed by dividing the NAVD 88
 LZ0247.geopotential number by the normal gravity value computed on the
 LZ0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0247.degrees latitude (g = 980.6199 gals.).
 LZ0247
 LZ0247.The modeled gravity was interpolated from observed gravity values.
 LZ0247
 LZ0247;                    North         East    Units  Estimated Accuracy
 LZ0247;SPC PA N     -    99,300.      745,230.      MT  (+/- 180 meters Scaled)
 LZ0247
 LZ0247                          SUPERSEDED SURVEY CONTROL
 LZ0247
 LZ0247  NGVD 29 (??/??/92)  418.013  (m)         1371.43   (f) ADJ UNCH    2 0
 LZ0247
 LZ0247.Superseded values are not recommended for survey control.
 LZ0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0247.See file dsdata.txt to determine how the superseded data were derived.
 LZ0247
 LZ0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL140445(NAD 83)
 LZ0247_MARKER: DB = BENCH MARK DISK
 LZ0247_SETTING: 80 = SET IN A BOULDER
 LZ0247_SP_SET: BOULDER
 LZ0247_STAMPING: G 230 1959
 LZ0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0247+STABILITY: SURFACE MOTION
 LZ0247
 LZ0247  HISTORY     - Date     Condition        Report By
 LZ0247  HISTORY     - 1959     MONUMENTED       CGS
 LZ0247
 LZ0247                          STATION DESCRIPTION
 LZ0247
 LZ0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LZ0247'2.2 MI NE FROM ST JOHNS.
 LZ0247'ABOUT 0.25 MILE EAST ALONG BLACKTOP ROAD FROM THE ST. JOHNS
 LZ0247'LUTHERAN CHURCH IN ST. JOHNS THENCE 1.90 MILE NORTH ALONG
 LZ0247'BLACKTOP ROAD, SET IN TOP AND 2 FEET SOUTH OF THE NORTH END OF AN
 LZ0247'8 FOOT BY 4 FOOT BOULDER, PROJECTING ABOUT 2 FEET, ABOUT 50
 LZ0247'YARDS NORTH EAST AND DOWN HILL OF A SWICH BACK CURVE ON MOUNTAIN
 LZ0247'BLACKTOP ROAD, 24 FEET NORTH WEST OF THE CENTERLINE OF THE
 LZ0247'BLACKTOP ROAD, ABOUT 7 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0248 ***********************************************************************
 LZ0248  DESIGNATION -  G 231
 LZ0248  PID         -  LZ0248
 LZ0248  STATE/COUNTY-  PA/LUZERNE
 LZ0248  USGS QUAD   -  SYBERTSVILLE (1989)
 LZ0248
 LZ0248                         *CURRENT SURVEY CONTROL
 LZ0248  ___________________________________________________________________
 LZ0248* NAD 83(1986)-  41 01 15.     (N)    076 00 40.     (W)     SCALED    
 LZ0248* NAVD 88     -       288.170  (meters)     945.44   (feet)  ADJUSTED  
 LZ0248  ___________________________________________________________________
 LZ0248  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LZ0248  DYNAMIC HT  -         288.038 (meters)     945.00  (feet)  COMP
 LZ0248  MODELED GRAV-     980,158.6   (mgal)                       NAVD 88
 LZ0248
 LZ0248  VERT ORDER  -  SECOND    CLASS 0
 LZ0248
 LZ0248.The horizontal coordinates were scaled from a topographic map and have
 LZ0248.an estimated accuracy of +/- 6 seconds.
 LZ0248
 LZ0248.The orthometric height was determined by differential leveling
 LZ0248.and adjusted by the National Geodetic Survey in June 1991..
 LZ0248
 LZ0248.The geoid height was determined by GEOID03.
 LZ0248
 LZ0248.The dynamic height is computed by dividing the NAVD 88
 LZ0248.geopotential number by the normal gravity value computed on the
 LZ0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0248.degrees latitude (g = 980.6199 gals.).
 LZ0248
 LZ0248.The modeled gravity was interpolated from observed gravity values.
 LZ0248
 LZ0248;                    North         East    Units  Estimated Accuracy
 LZ0248;SPC PA N     -    96,330.      746,240.      MT  (+/- 180 meters Scaled)
 LZ0248
 LZ0248                          SUPERSEDED SURVEY CONTROL
 LZ0248
 LZ0248  NGVD 29 (??/??/92)  288.370  (m)          946.09   (f) ADJ UNCH    2 0
 LZ0248
 LZ0248.Superseded values are not recommended for survey control.
 LZ0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0248.See file dsdata.txt to determine how the superseded data were derived.
 LZ0248
 LZ0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL149415(NAD 83)
 LZ0248_MARKER: DB = BENCH MARK DISK
 LZ0248_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0248_SP_SET: BRIDGE
 LZ0248_STAMPING: G 231 1959
 LZ0248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0248
 LZ0248  HISTORY     - Date     Condition        Report By
 LZ0248  HISTORY     - 1959     MONUMENTED       CGS
 LZ0248
 LZ0248                          STATION DESCRIPTION
 LZ0248
 LZ0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LZ0248'0.5 MI S FROM ST JOHNS.
 LZ0248'ABOUT 0.50 MILE SOUTH ALONG BLACKTOP ROAD FROM THE ST. JOHNS
 LZ0248'LUTHERAN CHURCH IN ST. JOHNS, SET IN TOP AND 1 FOOT NORTH WEST
 LZ0248'OF THE SOUTH EAST END OF THE SOUTH WINGWALL OF SOUTH WEST
 LZ0248'ABUTMENT OF AN 85 FOOT BRIDGE, 15 FEET SOUTH EAST OF THE
 LZ0248'CENTERLINE OF THE BLACKTOP ROAD, ABOUT 1 FOOT BELOW THE LEVEL
 LZ0248'OF THE BLACKTOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0347 ***********************************************************************
 KW0347  DESIGNATION -  G 232
 KW0347  PID         -  KW0347
 KW0347  STATE/COUNTY-  PA/SCHUYLKILL
 KW0347  USGS QUAD   -  DELANO (1976)
 KW0347
 KW0347                         *CURRENT SURVEY CONTROL
 KW0347  ___________________________________________________________________
 KW0347* NAD 83(1986)-  40 48 22.     (N)    076 07 09.     (W)     SCALED    
 KW0347* NAVD 88     -       518.753  (meters)    1701.94   (feet)  ADJUSTED  
 KW0347  ___________________________________________________________________
 KW0347  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KW0347  DYNAMIC HT  -         518.490 (meters)    1701.08  (feet)  COMP
 KW0347  MODELED GRAV-     980,100.0   (mgal)                       NAVD 88
 KW0347
 KW0347  VERT ORDER  -  SECOND    CLASS 0
 KW0347
 KW0347.The horizontal coordinates were scaled from a topographic map and have
 KW0347.an estimated accuracy of +/- 6 seconds.
 KW0347
 KW0347.The orthometric height was determined by differential leveling
 KW0347.and adjusted by the National Geodetic Survey in June 1991..
 KW0347
 KW0347.The geoid height was determined by GEOID03.
 KW0347
 KW0347.The dynamic height is computed by dividing the NAVD 88
 KW0347.geopotential number by the normal gravity value computed on the
 KW0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0347.degrees latitude (g = 980.6199 gals.).
 KW0347
 KW0347.The modeled gravity was interpolated from observed gravity values.
 KW0347
 KW0347;                    North         East    Units  Estimated Accuracy
 KW0347;SPC PA S     -   164,800.      737,600.      MT  (+/- 180 meters Scaled)
 KW0347
 KW0347                          SUPERSEDED SURVEY CONTROL
 KW0347
 KW0347  NGVD 29 (??/??/??)  518.953  (m)         1702.60   (f) ADJUSTED    2 0
 KW0347
 KW0347.Superseded values are not recommended for survey control.
 KW0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0347.See file dsdata.txt to determine how the superseded data were derived.
 KW0347
 KW0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL056178(NAD 83)
 KW0347_MARKER: DB = BENCH MARK DISK
 KW0347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0347_SP_SET: CATCH BASIN
 KW0347_STAMPING: G 232 1959
 KW0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0347
 KW0347  HISTORY     - Date     Condition        Report By
 KW0347  HISTORY     - 1959     MONUMENTED       CGS
 KW0347
 KW0347                          STATION DESCRIPTION
 KW0347
 KW0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW0347'6.5 MI E FROM FRACKVILLE.
 KW0347'ABOUT 6.50 MILE EAST ALONG A BLACKTOP ROAD FROM THE GOODWILL FIRE
 KW0347'CO. STATION AT FRACKVILLE, SET IN THE TOP, 2 FEET EAST OF THE
 KW0347'WEST END OF THE BACK WALL OF A 3 FOOT BY 4 FOOT CATCH BASIN, 24
 KW0347'FEET SOUTH OF THE CENTERLINE OF THE BLACKTOP ROAD.  ABOUT 1 FOOT
 KW0347'BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0351 ***********************************************************************
 KW0351  DESIGNATION -  G 233
 KW0351  PID         -  KW0351
 KW0351  STATE/COUNTY-  PA/SCHUYLKILL
 KW0351  USGS QUAD   -  DELANO (1976)
 KW0351
 KW0351                         *CURRENT SURVEY CONTROL
 KW0351  ___________________________________________________________________
 KW0351* NAD 83(1986)-  40 47 38.     (N)    076 07 26.     (W)     SCALED    
 KW0351* NAVD 88     -       499.404  (meters)    1638.46   (feet)  ADJUSTED  
 KW0351  ___________________________________________________________________
 KW0351  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KW0351  DYNAMIC HT  -         499.149 (meters)    1637.62  (feet)  COMP
 KW0351  MODELED GRAV-     980,098.1   (mgal)                       NAVD 88
 KW0351
 KW0351  VERT ORDER  -  SECOND    CLASS 0
 KW0351
 KW0351.The horizontal coordinates were scaled from a topographic map and have
 KW0351.an estimated accuracy of +/- 6 seconds.
 KW0351
 KW0351.The orthometric height was determined by differential leveling
 KW0351.and adjusted by the National Geodetic Survey in June 1991..
 KW0351
 KW0351.The geoid height was determined by GEOID03.
 KW0351
 KW0351.The dynamic height is computed by dividing the NAVD 88
 KW0351.geopotential number by the normal gravity value computed on the
 KW0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0351.degrees latitude (g = 980.6199 gals.).
 KW0351
 KW0351.The modeled gravity was interpolated from observed gravity values.
 KW0351
 KW0351;                    North         East    Units  Estimated Accuracy
 KW0351;SPC PA S     -   163,440.      737,230.      MT  (+/- 180 meters Scaled)
 KW0351
 KW0351                          SUPERSEDED SURVEY CONTROL
 KW0351
 KW0351  NGVD 29 (??/??/??)  499.602  (m)         1639.11   (f) ADJUSTED    2 0
 KW0351
 KW0351.Superseded values are not recommended for survey control.
 KW0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0351.See file dsdata.txt to determine how the superseded data were derived.
 KW0351
 KW0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL051164(NAD 83)
 KW0351_MARKER: DB = BENCH MARK DISK
 KW0351_SETTING: 66 = SET IN ROCK OUTCROP
 KW0351_SP_SET: ROCK OUTCROP
 KW0351_STAMPING: G 233 1959
 KW0351_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW0351+STABILITY: POSITION/ELEVATION WELL
 KW0351
 KW0351  HISTORY     - Date     Condition        Report By
 KW0351  HISTORY     - 1959     MONUMENTED       CGS
 KW0351
 KW0351                          STATION DESCRIPTION
 KW0351
 KW0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW0351'7.2 MI E FROM FRACKVILLE.
 KW0351'ABOUT 6.10 MILE EAST ALONG BLACKTOP ROAD FROM THE GOODWILL FIRE
 KW0351'CO. STATION AT FRACKVILLE, THENCE 1.10 MILE SOUTH WEST ON
 KW0351'BLACKTOP ROAD, SET IN TOP AND 1 1/2 FEET SOUTH EAST OF THE
 KW0351'NORTH WEST END OF A ROCK OUT-CROP, 120 FEET WEST OF THE Y
 KW0351'JUNCTION OF BLACKTOP ROADS, 75 FEET WEST OF THE NORTH WEST END
 KW0351'OF ROCK CULVERT, 39 FEET NORTH WEST OF THE CENTERLINE OF BLACKTOP
 KW0351'ROAD, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1185 ***********************************************************************
 LY1185  DESIGNATION -  G 234
 LY1185  PID         -  LY1185
 LY1185  STATE/COUNTY-  PA/PIKE
 LY1185  USGS QUAD   -  NEWFOUNDLAND (1992)
 LY1185
 LY1185                         *CURRENT SURVEY CONTROL
 LY1185  ___________________________________________________________________
 LY1185* NAD 83(1986)-  41 20 56.     (N)    075 18 27.     (W)     SCALED    
 LY1185* NAVD 88     -       478.750  (meters)    1570.70   (feet)  ADJUSTED  
 LY1185  ___________________________________________________________________
 LY1185  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 LY1185  DYNAMIC HT  -         478.532 (meters)    1569.98  (feet)  COMP
 LY1185  MODELED GRAV-     980,153.0   (mgal)                       NAVD 88
 LY1185
 LY1185  VERT ORDER  -  SECOND    CLASS 0
 LY1185
 LY1185.The horizontal coordinates were scaled from a topographic map and have
 LY1185.an estimated accuracy of +/- 6 seconds.
 LY1185
 LY1185.The orthometric height was determined by differential leveling
 LY1185.and adjusted by the National Geodetic Survey in June 1991..
 LY1185
 LY1185.The geoid height was determined by GEOID03.
 LY1185
 LY1185.The dynamic height is computed by dividing the NAVD 88
 LY1185.geopotential number by the normal gravity value computed on the
 LY1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1185.degrees latitude (g = 980.6199 gals.).
 LY1185
 LY1185.The modeled gravity was interpolated from observed gravity values.
 LY1185
 LY1185;                    North         East    Units  Estimated Accuracy
 LY1185;SPC PA N     -   134,170.      804,380.      MT  (+/- 180 meters Scaled)
 LY1185
 LY1185                          SUPERSEDED SURVEY CONTROL
 LY1185
 LY1185  NGVD 29 (??/??/92)  478.952  (m)         1571.36   (f) ADJ UNCH    2 0
 LY1185
 LY1185.Superseded values are not recommended for survey control.
 LY1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1185.See file dsdata.txt to determine how the superseded data were derived.
 LY1185
 LY1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL742775(NAD 83)
 LY1185_MARKER: DB = BENCH MARK DISK
 LY1185_SETTING: 80 = SET IN A BOULDER
 LY1185_SP_SET: BOULDER
 LY1185_STAMPING: G 234 1959
 LY1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1185+STABILITY: SURFACE MOTION
 LY1185
 LY1185  HISTORY     - Date     Condition        Report By
 LY1185  HISTORY     - 1959     MONUMENTED       CGS
 LY1185
 LY1185                          STATION DESCRIPTION
 LY1185
 LY1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1185'3.6 MI NE FROM NEW FOUNDLAND.
 LY1185'3.6 MILE NORTH EAST ALONG STATE 507 FROM THE FIRST NATIONAL
 LY1185'BANK AT THE INTERSECTIONS OF ROUTES 90, 507 AND 290 IN NEW
 LY1185'FOUNDLAND TO THE JUNCTION OF T 380, SET IN TOP OF A 5 FOOT BY
 LY1185'FOUR FOOT BY FOUR FOOT (TRIANGLE) BOULDER PROJECTING 1 FOOT,
 LY1185'75 FEET EAST OF THE CENTERLINE OF ROUTE T 380, 86 FEET SOUTH EAST
 LY1185'OF THE CENTERLINE OF THE INTERSECTION, 66 FEET SOUTH EAST OF
 LY1185'POLE NO. HL-15-17, 61 FEET EAST-NORTH EAST OF TELEPHONE POLE
 LY1185'NO. A7, 84 FEET SOUTH OF THE CENTERLINE OF STATE 507.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1451 ***********************************************************************
 LY1451  DESIGNATION -  G 235
 LY1451  PID         -  LY1451
 LY1451  STATE/COUNTY-  PA/LUZERNE
 LY1451  USGS QUAD   -  WILKES-BARRE EAST (1964)
 LY1451
 LY1451                         *CURRENT SURVEY CONTROL
 LY1451  ___________________________________________________________________
 LY1451* NAD 83(1986)-  41 07 35.     (N)    075 51 43.     (W)     SCALED    
 LY1451* NAVD 88     -       521.329  (meters)    1710.39   (feet)  ADJUSTED  
 LY1451  ___________________________________________________________________
 LY1451  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 LY1451  DYNAMIC HT  -         521.086 (meters)    1709.60  (feet)  COMP
 LY1451  MODELED GRAV-     980,140.6   (mgal)                       NAVD 88
 LY1451
 LY1451  VERT ORDER  -  SECOND    CLASS 0
 LY1451
 LY1451.The horizontal coordinates were scaled from a topographic map and have
 LY1451.an estimated accuracy of +/- 6 seconds.
 LY1451
 LY1451.The orthometric height was determined by differential leveling
 LY1451.and adjusted by the National Geodetic Survey in June 1991..
 LY1451
 LY1451.The geoid height was determined by GEOID03.
 LY1451
 LY1451.The dynamic height is computed by dividing the NAVD 88
 LY1451.geopotential number by the normal gravity value computed on the
 LY1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1451.degrees latitude (g = 980.6199 gals.).
 LY1451
 LY1451.The modeled gravity was interpolated from observed gravity values.
 LY1451
 LY1451;                    North         East    Units  Estimated Accuracy
 LY1451;SPC PA N     -   108,310.      758,530.      MT  (+/- 180 meters Scaled)
 LY1451
 LY1451                          SUPERSEDED SURVEY CONTROL
 LY1451
 LY1451  NGVD 29 (??/??/92)  521.501  (m)         1710.96   (f) ADJ UNCH    2 0
 LY1451
 LY1451.Superseded values are not recommended for survey control.
 LY1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1451.See file dsdata.txt to determine how the superseded data were derived.
 LY1451
 LY1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL276531(NAD 83)
 LY1451_MARKER: DB = BENCH MARK DISK
 LY1451_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1451_SP_SET: CONC SIGNAL BASE
 LY1451_STAMPING: G 235 1959
 LY1451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1451
 LY1451  HISTORY     - Date     Condition        Report By
 LY1451  HISTORY     - 1959     MONUMENTED       CGS
 LY1451  HISTORY     - 19940330 MARK NOT FOUND   LOCENG
 LY1451
 LY1451                          STATION DESCRIPTION
 LY1451
 LY1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1451'5.2 MI S FROM MOUNTAIN TOP.
 LY1451'5.15 MILE SOUTH ALONG THE LEHIGH VALLEY RAILROAD FROM THE
 LY1451'RAILROAD STATION AT MOUNTAIN TOP, SET IN TOP AND 1 FOOT NORTH
 LY1451'EAST OF THE SOUTH WEST END OF SOUTH EAST SIDE OF THE NORTH EAST
 LY1451'MOST OF TWO ABANDONED CONCRETE SIGNAL BASES, 6 FEET NORTH WEST
 LY1451'OF THE NORTH WEST RAIL, 45 FEET NORTH WEST AND ACROSS THE
 LY1451'TRACKS FROM SIGNAL BASE NO. 1542, 39 FEET NORTH EAST OF MILE
 LY1451'POST NO. 155, 1 FOOT BELOW THE TRACKS.
 LY1451
 LY1451                          STATION RECOVERY (1994)
 LY1451
 LY1451'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLM)
 LY1451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1302 ***********************************************************************
 LZ1302  DESIGNATION -  G 235 X
 LZ1302  PID         -  LZ1302
 LZ1302  STATE/COUNTY-  PA/CENTRE
 LZ1302  USGS QUAD   -  SNOW SHOE (1996)
 LZ1302
 LZ1302                         *CURRENT SURVEY CONTROL
 LZ1302  ___________________________________________________________________
 LZ1302* NAD 83(1986)-  41 01 48.     (N)    077 58 53.     (W)     SCALED    
 LZ1302* NAVD 88     -       527.003  (meters)    1729.01   (feet)  ADJUSTED  
 LZ1302  ___________________________________________________________________
 LZ1302  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 LZ1302  DYNAMIC HT  -         526.737 (meters)    1728.14  (feet)  COMP
 LZ1302  MODELED GRAV-     980,102.7   (mgal)                       NAVD 88
 LZ1302
 LZ1302  VERT ORDER  -  SECOND    CLASS 0
 LZ1302
 LZ1302.The horizontal coordinates were scaled from a topographic map and have
 LZ1302.an estimated accuracy of +/- 6 seconds.
 LZ1302
 LZ1302.The orthometric height was determined by differential leveling
 LZ1302.and adjusted by the National Geodetic Survey in June 1991..
 LZ1302
 LZ1302.The geoid height was determined by GEOID03.
 LZ1302
 LZ1302.The dynamic height is computed by dividing the NAVD 88
 LZ1302.geopotential number by the normal gravity value computed on the
 LZ1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1302.degrees latitude (g = 980.6199 gals.).
 LZ1302
 LZ1302.The modeled gravity was interpolated from observed gravity values.
 LZ1302
 LZ1302;                    North         East    Units  Estimated Accuracy
 LZ1302;SPC PA N     -    95,900.      580,540.      MT  (+/- 180 meters Scaled)
 LZ1302
 LZ1302                          SUPERSEDED SURVEY CONTROL
 LZ1302
 LZ1302  NGVD 29 (??/??/92)  527.159  (m)         1729.52   (f) ADJ UNCH    2 0
 LZ1302
 LZ1302.Superseded values are not recommended for survey control.
 LZ1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1302.See file dsdata.txt to determine how the superseded data were derived.
 LZ1302
 LZ1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL493463(NAD 83)
 LZ1302_MARKER: DB = BENCH MARK DISK
 LZ1302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1302_SP_SET: GAS PUMP FOUNDATION
 LZ1302_STAMPING: G 235 1959 X
 LZ1302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1302
 LZ1302  HISTORY     - Date     Condition        Report By
 LZ1302  HISTORY     - 1959     MONUMENTED       CGS
 LZ1302  HISTORY     - 1960     GOOD             NGS
 LZ1302
 LZ1302                          STATION DESCRIPTION
 LZ1302
 LZ1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LZ1302'1.8 MI NW FROM SNOW SHOE.
 LZ1302'1.75 MILE NORTH WEST ALONG STATE HY. 53 FROM THE METHODIST CHURCH
 LZ1302'IN SNOW SHOE, SET IN TOP AND BETWEEN TWO GAS PUMPS IN A FOUNDATION
 LZ1302'FOR THE PUMPS, ACROSS THE HIGHWAY FROM A FRAME BUILDING (STAR
 LZ1302'GARDEN).  28 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, ABOUT
 LZ1302'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LZ1302
 LZ1302                          STATION RECOVERY (1960)
 LZ1302
 LZ1302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 LZ1302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0647 ***********************************************************************
 LY0647  DESIGNATION -  G 236
 LY0647  PID         -  LY0647
 LY0647  STATE/COUNTY-  PA/PIKE
 LY0647  USGS QUAD   -  EDGEMERE (1992)
 LY0647
 LY0647                         *CURRENT SURVEY CONTROL
 LY0647  ___________________________________________________________________
 LY0647* NAD 83(1986)-  41 19 39.     (N)    074 53 40.     (W)     SCALED    
 LY0647* NAVD 88     -       395.016  (meters)    1295.98   (feet)  ADJUSTED  
 LY0647  ___________________________________________________________________
 LY0647  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 LY0647  DYNAMIC HT  -         394.839 (meters)    1295.40  (feet)  COMP
 LY0647  MODELED GRAV-     980,163.4   (mgal)                       NAVD 88
 LY0647
 LY0647  VERT ORDER  -  SECOND    CLASS 0
 LY0647
 LY0647.The horizontal coordinates were scaled from a topographic map and have
 LY0647.an estimated accuracy of +/- 6 seconds.
 LY0647
 LY0647.The orthometric height was determined by differential leveling
 LY0647.and adjusted by the National Geodetic Survey in June 1991..
 LY0647
 LY0647.The geoid height was determined by GEOID03.
 LY0647
 LY0647.The dynamic height is computed by dividing the NAVD 88
 LY0647.geopotential number by the normal gravity value computed on the
 LY0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0647.degrees latitude (g = 980.6199 gals.).
 LY0647
 LY0647.The modeled gravity was interpolated from observed gravity values.
 LY0647
 LY0647;                    North         East    Units  Estimated Accuracy
 LY0647;SPC PA N     -   132,860.      839,010.      MT  (+/- 180 meters Scaled)
 LY0647
 LY0647                          SUPERSEDED SURVEY CONTROL
 LY0647
 LY0647  NGVD 29 (??/??/92)  395.189  (m)         1296.55   (f) ADJ UNCH    2 0
 LY0647
 LY0647.Superseded values are not recommended for survey control.
 LY0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0647.See file dsdata.txt to determine how the superseded data were derived.
 LY0647
 LY0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL088751(NAD 83)
 LY0647_MARKER: DB = BENCH MARK DISK
 LY0647_SETTING: 80 = SET IN A BOULDER
 LY0647_SP_SET: BOULDER
 LY0647_STAMPING: G 236 1959
 LY0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0647+STABILITY: SURFACE MOTION
 LY0647
 LY0647  HISTORY     - Date     Condition        Report By
 LY0647  HISTORY     - 1959     MONUMENTED       CGS
 LY0647
 LY0647                          STATION DESCRIPTION
 LY0647
 LY0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY0647'9.4 MI NW FROM MILFORD.
 LY0647'0.20 MILE SOUTH WEST ALONG U.S. 6 (HIGH ST.) FROM THE COURT HOUSE
 LY0647'IN MILFORD THENCE 4.85 MILE NORTH WEST ALONG U.S. 6 (HARTFORD ST.)
 LY0647'THENCE 0.10 MILE SOUTH WEST ON A BLACKTOP ROAD THENCE 2.40 MILE
 LY0647'SOUTH ON BLACKTOP ROAD THENCE 1.15 MILE NORTH WEST ON GRAVEL ROAD
 LY0647'THENCE 0.75 MILE ON NORTH WEST ON BLACKTOP ROAD, SET IN TOP CENTER
 LY0647'OF A 4 FOOT BY 3 FOOT BOULDER ON SHOULDER OF BLACKTOP ROAD, FLUSH
 LY0647'WITH THE GROUND, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, 18 FEET
 LY0647'SOUTH OF THE CENTERLINE OF THE ROAD, 84 FEET SOUTH WEST AND ACROSS
 LY0647'THE ROAD FROM A TELEPHONE POLE, 229 FEET EAST OF THE CENTERLINE
 LY0647'OF BLACKTOP ROAD AND A WOODS ROAD SOUTH, ALSO 0.15 MILE WEST OF A
 LY0647'LARGE TWO STORY FRAME HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1151 ***********************************************************************
 LY1151  DESIGNATION -  G 237
 LY1151  PID         -  LY1151
 LY1151  STATE/COUNTY-  PA/PIKE
 LY1151  USGS QUAD   -  PECKS POND (1992)
 LY1151
 LY1151                         *CURRENT SURVEY CONTROL
 LY1151  ___________________________________________________________________
 LY1151* NAD 83(1986)-  41 22 17.     (N)    075 06 19.     (W)     SCALED    
 LY1151* NAVD 88     -       446.099  (meters)    1463.58   (feet)  ADJUSTED  
 LY1151  ___________________________________________________________________
 LY1151  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 LY1151  DYNAMIC HT  -         445.895 (meters)    1462.91  (feet)  COMP
 LY1151  MODELED GRAV-     980,153.0   (mgal)                       NAVD 88
 LY1151
 LY1151  VERT ORDER  -  SECOND    CLASS 0
 LY1151
 LY1151.The horizontal coordinates were scaled from a topographic map and have
 LY1151.an estimated accuracy of +/- 6 seconds.
 LY1151
 LY1151.The orthometric height was determined by differential leveling
 LY1151.and adjusted by the National Geodetic Survey in June 1991..
 LY1151
 LY1151.The geoid height was determined by GEOID03.
 LY1151
 LY1151.The dynamic height is computed by dividing the NAVD 88
 LY1151.geopotential number by the normal gravity value computed on the
 LY1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1151.degrees latitude (g = 980.6199 gals.).
 LY1151
 LY1151.The modeled gravity was interpolated from observed gravity values.
 LY1151
 LY1151;                    North         East    Units  Estimated Accuracy
 LY1151;SPC PA N     -   137,170.      821,220.      MT  (+/- 180 meters Scaled)
 LY1151
 LY1151                          SUPERSEDED SURVEY CONTROL
 LY1151
 LY1151  NGVD 29 (??/??/92)  446.276  (m)         1464.16   (f) ADJ UNCH    2 0
 LY1151
 LY1151.Superseded values are not recommended for survey control.
 LY1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1151.See file dsdata.txt to determine how the superseded data were derived.
 LY1151
 LY1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL911799(NAD 83)
 LY1151_MARKER: DB = BENCH MARK DISK
 LY1151_SETTING: 80 = SET IN A BOULDER
 LY1151_SP_SET: BOULDER
 LY1151_STAMPING: G 237 1959
 LY1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1151+STABILITY: SURFACE MOTION
 LY1151
 LY1151  HISTORY     - Date     Condition        Report By
 LY1151  HISTORY     - 1959     MONUMENTED       CGS
 LY1151
 LY1151                          STATION DESCRIPTION
 LY1151
 LY1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1151'9.7 MI SE FROM HAWLEY.
 LY1151'ABOUT 8.5 MILE SOUTHEAST OF HAWLEY TO THE GOOD SHEPHERD CHURCH
 LY1151'THENCE 1.2 MILE EAST ALONG A BLACKTOP ROAD TO THE ENTRANCE TO
 LY1151'THE BLOOMING GROVE H AND F CLUB, 33 FEET EAST OF THE CENTERLINE
 LY1151'OF THE GATE TO THE ENTRANCE OF CLUB, 28 FEET NORTHWEST OF THE
 LY1151'CENTERLINE OF THE ROAD TO THE CLUB, SET IN TOP CENTER OF A 6 FOOT
 LY1151'BY 3 FOOT BY 2 FOOT BOULDER, 102 FEET NORTHEAST OF THE CENTERLINE
 LY1151'OF THE BLACKTOP ROAD AND ABOUT 2 FEET ABOVE THE CLUB ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0532 ***********************************************************************
 MA0532  DESIGNATION -  G 238
 MA0532  PID         -  MA0532
 MA0532  STATE/COUNTY-  PA/CLEARFIELD
 MA0532  USGS QUAD   -  LUTHERSBURG (1986)
 MA0532
 MA0532                         *CURRENT SURVEY CONTROL
 MA0532  ___________________________________________________________________
 MA0532* NAD 83(1986)-  41 06 45.     (N)    078 37 51.     (W)     SCALED    
 MA0532* NAVD 88     -       512.382  (meters)    1681.04   (feet)  ADJUSTED  
 MA0532  ___________________________________________________________________
 MA0532  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 MA0532  DYNAMIC HT  -         512.128 (meters)    1680.21  (feet)  COMP
 MA0532  MODELED GRAV-     980,111.9   (mgal)                       NAVD 88
 MA0532
 MA0532  VERT ORDER  -  SECOND    CLASS 0
 MA0532
 MA0532.The horizontal coordinates were scaled from a topographic map and have
 MA0532.an estimated accuracy of +/- 6 seconds.
 MA0532
 MA0532.The orthometric height was determined by differential leveling
 MA0532.and adjusted by the National Geodetic Survey in June 1991..
 MA0532
 MA0532.The geoid height was determined by GEOID03.
 MA0532
 MA0532.The dynamic height is computed by dividing the NAVD 88
 MA0532.geopotential number by the normal gravity value computed on the
 MA0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0532.degrees latitude (g = 980.6199 gals.).
 MA0532
 MA0532.The modeled gravity was interpolated from observed gravity values.
 MA0532
 MA0532;                    North         East    Units  Estimated Accuracy
 MA0532;SPC PA N     -   105,410.      526,020.      MT  (+/- 180 meters Scaled)
 MA0532
 MA0532                          SUPERSEDED SURVEY CONTROL
 MA0532
 MA0532  NGVD 29 (??/??/92)  512.507  (m)         1681.45   (f) ADJ UNCH    2 0
 MA0532
 MA0532.Superseded values are not recommended for survey control.
 MA0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0532.See file dsdata.txt to determine how the superseded data were derived.
 MA0532
 MA0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF989539(NAD 83)
 MA0532_MARKER: DB = BENCH MARK DISK
 MA0532_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0532_SP_SET: CULVERT
 MA0532_STAMPING: G 238 1959
 MA0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0532
 MA0532  HISTORY     - Date     Condition        Report By
 MA0532  HISTORY     - 1959     MONUMENTED       CGS
 MA0532
 MA0532                          STATION DESCRIPTION
 MA0532
 MA0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA0532'8.1 MI SE FROM DU BOIS.
 MA0532'7.3 MILE SOUTH EAST OF THE CITY OF DU BOIS TO A Y JUNCTION
 MA0532'OF BLACKTOP ROADS AT THE NORTH WEST END OF THE CITY RESERVOIR
 MA0532'THENCE 0.8 MILE NORTH ALONG THE NORTH EAST SIDE OF THE RESERVOIR,
 MA0532'SET IN THE NORTH HEADWALL OF A STONE CULVERT, 15 FEET NORTH WEST
 MA0532'OF THE CENTERLINE OF STATE ROAD 17090, 63 FEET NORTH OF POWER
 MA0532'LINE POLE CULVERT 0/41, ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0272 ***********************************************************************
 MA0272  DESIGNATION -  G 239
 MA0272  PID         -  MA0272
 MA0272  STATE/COUNTY-  PA/CLEARFIELD
 MA0272  USGS QUAD   -  LECONTES MILLS (1986)
 MA0272
 MA0272                         *CURRENT SURVEY CONTROL
 MA0272  ___________________________________________________________________
 MA0272* NAD 83(1986)-  41 00 31.     (N)    078 21 58.     (W)     SCALED    
 MA0272* NAVD 88     -       502.930  (meters)    1650.03   (feet)  ADJUSTED  
 MA0272  ___________________________________________________________________
 MA0272  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 MA0272  DYNAMIC HT  -         502.678 (meters)    1649.20  (feet)  COMP
 MA0272  MODELED GRAV-     980,107.6   (mgal)                       NAVD 88
 MA0272
 MA0272  VERT ORDER  -  SECOND    CLASS 0
 MA0272
 MA0272.The horizontal coordinates were scaled from a topographic map and have
 MA0272.an estimated accuracy of +/- 6 seconds.
 MA0272
 MA0272.The orthometric height was determined by differential leveling
 MA0272.and adjusted by the National Geodetic Survey in June 1991..
 MA0272
 MA0272.The geoid height was determined by GEOID03.
 MA0272
 MA0272.The dynamic height is computed by dividing the NAVD 88
 MA0272.geopotential number by the normal gravity value computed on the
 MA0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0272.degrees latitude (g = 980.6199 gals.).
 MA0272
 MA0272.The modeled gravity was interpolated from observed gravity values.
 MA0272
 MA0272;                    North         East    Units  Estimated Accuracy
 MA0272;SPC PA N     -    93,690.      548,170.      MT  (+/- 180 meters Scaled)
 MA0272
 MA0272                          SUPERSEDED SURVEY CONTROL
 MA0272
 MA0272  NGVD 29 (??/??/92)  503.076  (m)         1650.51   (f) ADJ UNCH    2 0
 MA0272
 MA0272.Superseded values are not recommended for survey control.
 MA0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0272.See file dsdata.txt to determine how the superseded data were derived.
 MA0272
 MA0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF214430(NAD 83)
 MA0272_MARKER: DB = BENCH MARK DISK
 MA0272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0272_SP_SET: CULVERT
 MA0272_STAMPING: G 239 1959
 MA0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0272
 MA0272  HISTORY     - Date     Condition        Report By
 MA0272  HISTORY     - 1959     MONUMENTED       CGS
 MA0272
 MA0272                          STATION DESCRIPTION
 MA0272
 MA0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA0272'5.1 MI E FROM CLEARFIELD.
 MA0272'4 MILE SOUTHEAST ALONG U.S. HIGHWAY 322 FROM THE POST OFFICE AT
 MA0272'CLEARFIELD THENCE 1.1 MILE EAST ON COUNTY ROAD 17053, SET IN
 MA0272'TOP CENTER OF THE HEADWALL OF A 2 FOOT CULVERT WITH WINGWALL
 MA0272'WHICH IS ABOUT 50 YARDS EAST OF THE CREST OF A HILL, 19 FEET
 MA0272'SOUTH OF THE CENTERLINE OF THE COUNTY ROAD AND ABOUT 1 FOOT BELOW
 MA0272'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0717 ***********************************************************************
 KX0717  DESIGNATION -  G 24
 KX0717  PID         -  KX0717
 KX0717  STATE/COUNTY-  PA/CAMBRIA
 KX0717  USGS QUAD   -  CARROLLTOWN (1972)
 KX0717
 KX0717                         *CURRENT SURVEY CONTROL
 KX0717  ___________________________________________________________________
 KX0717* NAD 83(1986)-  40 33 03.     (N)    078 40 12.     (W)     SCALED    
 KX0717* NAVD 88     -       544.010  (meters)    1784.81   (feet)  ADJUSTED  
 KX0717  ___________________________________________________________________
 KX0717  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KX0717  DYNAMIC HT  -         543.707 (meters)    1783.81  (feet)  COMP
 KX0717  MODELED GRAV-     980,049.6   (mgal)                       NAVD 88
 KX0717
 KX0717  VERT ORDER  -  SECOND    CLASS 0
 KX0717
 KX0717.The horizontal coordinates were scaled from a topographic map and have
 KX0717.an estimated accuracy of +/- 6 seconds.
 KX0717
 KX0717.The orthometric height was determined by differential leveling
 KX0717.and adjusted by the National Geodetic Survey in June 1991..
 KX0717
 KX0717.The geoid height was determined by GEOID03.
 KX0717
 KX0717.The dynamic height is computed by dividing the NAVD 88
 KX0717.geopotential number by the normal gravity value computed on the
 KX0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0717.degrees latitude (g = 980.6199 gals.).
 KX0717
 KX0717.The modeled gravity was interpolated from observed gravity values.
 KX0717
 KX0717;                    North         East    Units  Estimated Accuracy
 KX0717;SPC PA S     -   135,590.      522,080.      MT  (+/- 180 meters Scaled)
 KX0717
 KX0717                          SUPERSEDED SURVEY CONTROL
 KX0717
 KX0717  NGVD 29 (??/??/92)  544.118  (m)         1785.16   (f) ADJ UNCH    2 0
 KX0717
 KX0717.Superseded values are not recommended for survey control.
 KX0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0717.See file dsdata.txt to determine how the superseded data were derived.
 KX0717
 KX0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE972915(NAD 83)
 KX0717_MARKER: DB = BENCH MARK DISK
 KX0717_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0717_SP_SET: ABUTMENT
 KX0717_STAMPING: G 24 1934
 KX0717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0717_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KX0717+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2003
 KX0717
 KX0717  HISTORY     - Date     Condition        Report By
 KX0717  HISTORY     - 1934     MONUMENTED       CGS
 KX0717  HISTORY     - 20030812 GOOD             PADT
 KX0717
 KX0717                          STATION DESCRIPTION
 KX0717
 KX0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KX0717'6.9 MI S FROM PATTON.
 KX0717'6.9 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM PATTON,
 KX0717'CAMBRIA COUNTY, 150 FEET SOUTH OF THE STATION AT BRADLEY JUNCTION,
 KX0717'AT BRIDGE 11.31 IN THE TOP OF THE WEST SIDE OF THE NORTH ABUTMENT,
 KX0717'8 FEET WEST OF THE WEST RAIL, AND ABOUT 8 FEET LOWER THAN THE TOP
 KX0717'OF THE RAIL.  A STANDARD DISK, STAMPED G 24 1934.
 KX0717
 KX0717                          STATION RECOVERY (2003)
 KX0717
 KX0717'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (LJM)
 KX0717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0211 ***********************************************************************
 KX0211  DESIGNATION -  G 240
 KX0211  PID         -  KX0211
 KX0211  STATE/COUNTY-  PA/CENTRE
 KX0211  USGS QUAD   -  BLACK MOSHANNON (1994)
 KX0211
 KX0211                         *CURRENT SURVEY CONTROL
 KX0211  ___________________________________________________________________
 KX0211* NAD 83(1986)-  40 59 03.     (N)    078 04 14.     (W)     SCALED    
 KX0211* NAVD 88     -       499.417  (meters)    1638.50   (feet)  ADJUSTED  
 KX0211  ___________________________________________________________________
 KX0211  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KX0211  DYNAMIC HT  -         499.167 (meters)    1637.68  (feet)  COMP
 KX0211  MODELED GRAV-     980,107.5   (mgal)                       NAVD 88
 KX0211
 KX0211  VERT ORDER  -  SECOND    CLASS 0
 KX0211
 KX0211.The horizontal coordinates were scaled from a topographic map and have
 KX0211.an estimated accuracy of +/- 6 seconds.
 KX0211
 KX0211.The orthometric height was determined by differential leveling
 KX0211.and adjusted by the National Geodetic Survey in June 1991..
 KX0211
 KX0211.The geoid height was determined by GEOID03.
 KX0211
 KX0211.The dynamic height is computed by dividing the NAVD 88
 KX0211.geopotential number by the normal gravity value computed on the
 KX0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0211.degrees latitude (g = 980.6199 gals.).
 KX0211
 KX0211.The modeled gravity was interpolated from observed gravity values.
 KX0211
 KX0211;                    North         East    Units  Estimated Accuracy
 KX0211;SPC PA N     -    90,840.      573,020.      MT  (+/- 180 meters Scaled)
 KX0211
 KX0211                          SUPERSEDED SURVEY CONTROL
 KX0211
 KX0211  NGVD 29 (??/??/92)  499.573  (m)         1639.02   (f) ADJ UNCH    2 0
 KX0211
 KX0211.Superseded values are not recommended for survey control.
 KX0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0211.See file dsdata.txt to determine how the superseded data were derived.
 KX0211
 KX0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF464411(NAD 83)
 KX0211_MARKER: DB = BENCH MARK DISK
 KX0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0211_STAMPING: G 240 1959
 KX0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0211+STABILITY: SURFACE MOTION
 KX0211
 KX0211  HISTORY     - Date     Condition        Report By
 KX0211  HISTORY     - 1959     MONUMENTED       CGS
 KX0211
 KX0211                          STATION DESCRIPTION
 KX0211
 KX0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KX0211'4.3 MI SE FROM GRASS FLAT.
 KX0211'3.5 MILE SOUTH EAST ALONG BLACKTOP AND GRAVEL ROAD FROM THE
 KX0211'POST OFFICE IN GRASS FLAT TO NYC RAILROAD CROSSING THENCE 0.8 MILE
 KX0211'SOUTH EAST ON GRAVEL ROAD TO BM, POST SET ON THE INSIDE OF A
 KX0211'SHARP CURVE ON AN OLD COAL ROAD WHICH IS MAIN ROAD, 22 FEET
 KX0211'NORTH OF THE CENTERLINE OF THE ROAD, ABOUT 2 FEET ABOVE THE
 KX0211'LEVEL OF THE ROAD, PROJECTING ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0191 ***********************************************************************
 KX0191  DESIGNATION -  G 241
 KX0191  PID         -  KX0191
 KX0191  STATE/COUNTY-  PA/CLEARFIELD
 KX0191  USGS QUAD   -  PHILIPSBURG (1994)
 KX0191
 KX0191                         *CURRENT SURVEY CONTROL
 KX0191  ___________________________________________________________________
 KX0191* NAD 83(1986)-  40 59 43.     (N)    078 12 18.     (W)     SCALED    
 KX0191* NAVD 88     -       500.117  (meters)    1640.80   (feet)  ADJUSTED  
 KX0191  ___________________________________________________________________
 KX0191  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KX0191  DYNAMIC HT  -         499.868 (meters)    1639.98  (feet)  COMP
 KX0191  MODELED GRAV-     980,111.3   (mgal)                       NAVD 88
 KX0191
 KX0191  VERT ORDER  -  SECOND    CLASS 0
 KX0191
 KX0191.The horizontal coordinates were scaled from a topographic map and have
 KX0191.an estimated accuracy of +/- 6 seconds.
 KX0191
 KX0191.The orthometric height was determined by differential leveling
 KX0191.and adjusted by the National Geodetic Survey in June 1991..
 KX0191
 KX0191.The geoid height was determined by GEOID03.
 KX0191
 KX0191.The dynamic height is computed by dividing the NAVD 88
 KX0191.geopotential number by the normal gravity value computed on the
 KX0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0191.degrees latitude (g = 980.6199 gals.).
 KX0191
 KX0191.The modeled gravity was interpolated from observed gravity values.
 KX0191
 KX0191;                    North         East    Units  Estimated Accuracy
 KX0191;SPC PA N     -    92,120.      561,720.      MT  (+/- 180 meters Scaled)
 KX0191
 KX0191                          SUPERSEDED SURVEY CONTROL
 KX0191
 KX0191  NGVD 29 (??/??/92)  500.269  (m)         1641.30   (f) ADJ UNCH    2 0
 KX0191
 KX0191.Superseded values are not recommended for survey control.
 KX0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0191.See file dsdata.txt to determine how the superseded data were derived.
 KX0191
 KX0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF350419(NAD 83)
 KX0191_MARKER: DB = BENCH MARK DISK
 KX0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0191_STAMPING: G 241 1959
 KX0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0191+STABILITY: SURFACE MOTION
 KX0191
 KX0191  HISTORY     - Date     Condition        Report By
 KX0191  HISTORY     - 1959     MONUMENTED       CGS
 KX0191
 KX0191                          STATION DESCRIPTION
 KX0191
 KX0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KX0191'2.2 MI NW FROM KYLERTOWN.
 KX0191'0.15 MILE NORTH WEST ALONG COUNTY ROAD 219 FROM THE SCHOOL AT
 KX0191'KYLERTOWN THENCE 0.1 MILE NORTH ON COUNTY ROAD 17062 THENCE
 KX0191'2.0 MILE WEST ON BLACKTOP ROAD, DIRT ROAD AND OLD TOWNSHIP ROAD,
 KX0191'SET IN STRIP MINING AREA AT THE EXACT MILAGE ON THE SIDE OF THE
 KX0191'TOWNSHIP ROAD AND PROJECTING ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0983 ***********************************************************************
 LZ0983  DESIGNATION -  G 242
 LZ0983  PID         -  LZ0983
 LZ0983  STATE/COUNTY-  PA/CLINTON
 LZ0983  USGS QUAD   -  CARROLL (1973)
 LZ0983
 LZ0983                         *CURRENT SURVEY CONTROL
 LZ0983  ___________________________________________________________________
 LZ0983* NAD 83(1986)-  41 02 40.     (N)    077 14 12.     (W)     SCALED    
 LZ0983* NAVD 88     -       401.724  (meters)    1317.99   (feet)  ADJUSTED  
 LZ0983  ___________________________________________________________________
 LZ0983  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 LZ0983  DYNAMIC HT  -         401.528 (meters)    1317.35  (feet)  COMP
 LZ0983  MODELED GRAV-     980,125.2   (mgal)                       NAVD 88
 LZ0983
 LZ0983  VERT ORDER  -  SECOND    CLASS 0
 LZ0983
 LZ0983.The horizontal coordinates were scaled from a topographic map and have
 LZ0983.an estimated accuracy of +/- 6 seconds.
 LZ0983
 LZ0983.The orthometric height was determined by differential leveling
 LZ0983.and adjusted by the National Geodetic Survey in June 1991..
 LZ0983
 LZ0983.The geoid height was determined by GEOID03.
 LZ0983
 LZ0983.The dynamic height is computed by dividing the NAVD 88
 LZ0983.geopotential number by the normal gravity value computed on the
 LZ0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0983.degrees latitude (g = 980.6199 gals.).
 LZ0983
 LZ0983.The modeled gravity was interpolated from observed gravity values.
 LZ0983
 LZ0983;                    North         East    Units  Estimated Accuracy
 LZ0983;SPC PA N     -    97,610.      643,160.      MT  (+/- 180 meters Scaled)
 LZ0983
 LZ0983                          SUPERSEDED SURVEY CONTROL
 LZ0983
 LZ0983  NGVD 29 (??/??/92)  401.914  (m)         1318.61   (f) ADJ UNCH    2 0
 LZ0983
 LZ0983.Superseded values are not recommended for survey control.
 LZ0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0983.See file dsdata.txt to determine how the superseded data were derived.
 LZ0983
 LZ0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL120461(NAD 83)
 LZ0983_MARKER: DB = BENCH MARK DISK
 LZ0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0983_STAMPING: G 242 1960
 LZ0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0983+STABILITY: SURFACE MOTION
 LZ0983
 LZ0983  HISTORY     - Date     Condition        Report By
 LZ0983  HISTORY     - 1960     MONUMENTED       CGS
 LZ0983
 LZ0983                          STATION DESCRIPTION
 LZ0983
 LZ0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LZ0983'3.9 MI E FROM LOGANTON.
 LZ0983'3.9 MILES EAST ALONG STATE HIGHWAY 880 FROM THE ALBRIGHT
 LZ0983'EVANGELICAL UNITED BRETHREN CHURCH AT LOGANTON, 0.8 MILE WEST
 LZ0983'OF BENCH MARK F 242, 75 FEET SOUTHEAST OF AND ACROSS THE ROAD
 LZ0983'FROM POLE NO. J-2232, 15 FEET SOUTH OF THE CENTERLINE OF THE
 LZ0983'HIGHWAY, 3 FEET NORTHEAST OF A TELEPHONE POLE, AND 3 FEET NORTH
 LZ0983'OF AN EAST-AND-WEST FENCE LINE.  A COAST AND GEODETIC SURVEY
 LZ0983'BENCH-MARK DISK, STAMPED G 242 1960 AND SET IN THE TOP OF A
 LZ0983'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2423 ***********************************************************************
 KW2423  DESIGNATION -  G 243
 KW2423  PID         -  KW2423
 KW2423  STATE/COUNTY-  PA/CENTRE
 KW2423  USGS QUAD   -  MADISONBURG (1983)
 KW2423
 KW2423                         *CURRENT SURVEY CONTROL
 KW2423  ___________________________________________________________________
 KW2423* NAD 83(1986)-  40 58 19.     (N)    077 37 08.     (W)     SCALED    
 KW2423* NAVD 88     -       343.552  (meters)    1127.14   (feet)  ADJUSTED  
 KW2423  ___________________________________________________________________
 KW2423  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KW2423  DYNAMIC HT  -         343.390 (meters)    1126.61  (feet)  COMP
 KW2423  MODELED GRAV-     980,143.4   (mgal)                       NAVD 88
 KW2423
 KW2423  VERT ORDER  -  SECOND    CLASS 0
 KW2423
 KW2423.The horizontal coordinates were scaled from a topographic map and have
 KW2423.an estimated accuracy of +/- 6 seconds.
 KW2423
 KW2423.The orthometric height was determined by differential leveling
 KW2423.and adjusted by the National Geodetic Survey in June 1991..
 KW2423
 KW2423.The geoid height was determined by GEOID03.
 KW2423
 KW2423.The dynamic height is computed by dividing the NAVD 88
 KW2423.geopotential number by the normal gravity value computed on the
 KW2423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2423.degrees latitude (g = 980.6199 gals.).
 KW2423
 KW2423.The modeled gravity was interpolated from observed gravity values.
 KW2423
 KW2423;                    North         East    Units  Estimated Accuracy
 KW2423;SPC PA N     -    89,440.      611,040.      MT  (+/- 180 meters Scaled)
 KW2423
 KW2423                          SUPERSEDED SURVEY CONTROL
 KW2423
 KW2423  NGVD 29 (??/??/??)  343.752  (m)         1127.79   (f) ADJUSTED    2 0
 KW2423
 KW2423.Superseded values are not recommended for survey control.
 KW2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2423.See file dsdata.txt to determine how the superseded data were derived.
 KW2423
 KW2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL796389(NAD 83)
 KW2423_MARKER: DB = BENCH MARK DISK
 KW2423_SETTING: 80 = SET IN A BOULDER
 KW2423_SP_SET: BOULDER
 KW2423_STAMPING: G 243 1960
 KW2423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2423+STABILITY: SURFACE MOTION
 KW2423
 KW2423  HISTORY     - Date     Condition        Report By
 KW2423  HISTORY     - 1960     MONUMENTED       CGS
 KW2423
 KW2423                          STATION DESCRIPTION
 KW2423
 KW2423'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2423'1.1 MI N FROM HUBLERSBURG.
 KW2423'1.1 MILES NORTH ALONG STATE HIGHWAY 445 FROM THE HUBLERSBURG
 KW2423'ELEMENTARY SCHOOL AT HUBLERSBURG, 21 FEET WEST OF A BLACK OAK
 KW2423'TREE WITH A TRIANGULAR BLAZE, 16 FEET NORTH OF THE CENTERLINE
 KW2423'OF THE HIGHWAY, IN A 4- BY 2-FOOT ROCK PROJECTING ABOUT 1 FOOT
 KW2423'ABOVE THE SURFACE OF THE GROUND, AND 3 FEET ABOVE THE LEVEL
 KW2423'OF THE HIGHWAY.  A COAST AND GEODETIC SURVEY BENCH-MARK DISK,
 KW2423'STAMPED G 243 1960.  NOTE-- THIS BENCH MARK IS 1.1 MILES NORTH OF
 KW2423'BENCH MARK C 50 (USGS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1008 ***********************************************************************
 LZ1008  DESIGNATION -  G 244
 LZ1008  PID         -  LZ1008
 LZ1008  STATE/COUNTY-  PA/LYCOMING
 LZ1008  USGS QUAD   -  CARROLL (1973)
 LZ1008
 LZ1008                         *CURRENT SURVEY CONTROL
 LZ1008  ___________________________________________________________________
 LZ1008* NAD 83(1986)-  41 06 40.     (N)    077 14 37.     (W)     SCALED    
 LZ1008* NAVD 88     -       313.934  (meters)    1029.97   (feet)  ADJUSTED  
 LZ1008  ___________________________________________________________________
 LZ1008  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 LZ1008  DYNAMIC HT  -         313.788 (meters)    1029.49  (feet)  COMP
 LZ1008  MODELED GRAV-     980,151.5   (mgal)                       NAVD 88
 LZ1008
 LZ1008  VERT ORDER  -  SECOND    CLASS 0
 LZ1008
 LZ1008.The horizontal coordinates were scaled from a topographic map and have
 LZ1008.an estimated accuracy of +/- 6 seconds.
 LZ1008
 LZ1008.The orthometric height was determined by differential leveling
 LZ1008.and adjusted by the National Geodetic Survey in June 1991..
 LZ1008
 LZ1008.The geoid height was determined by GEOID03.
 LZ1008
 LZ1008.The dynamic height is computed by dividing the NAVD 88
 LZ1008.geopotential number by the normal gravity value computed on the
 LZ1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1008.degrees latitude (g = 980.6199 gals.).
 LZ1008
 LZ1008.The modeled gravity was interpolated from observed gravity values.
 LZ1008
 LZ1008;                    North         East    Units  Estimated Accuracy
 LZ1008;SPC PA N     -   105,010.      642,530.      MT  (+/- 180 meters Scaled)
 LZ1008
 LZ1008                          SUPERSEDED SURVEY CONTROL
 LZ1008
 LZ1008  NGVD 29 (??/??/92)  314.132  (m)         1030.61   (f) ADJ UNCH    2 0
 LZ1008
 LZ1008.Superseded values are not recommended for survey control.
 LZ1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1008.See file dsdata.txt to determine how the superseded data were derived.
 LZ1008
 LZ1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL116535(NAD 83)
 LZ1008_MARKER: DB = BENCH MARK DISK
 LZ1008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1008_SP_SET: CULVERT
 LZ1008_STAMPING: G 244 1960
 LZ1008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1008
 LZ1008  HISTORY     - Date     Condition        Report By
 LZ1008  HISTORY     - 1960     MONUMENTED       CGS
 LZ1008
 LZ1008                          STATION DESCRIPTION
 LZ1008
 LZ1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LZ1008'6.6 MI SW FROM ANTES FORT.
 LZ1008'ABOUT 0.4 MILE SOUTHWEST ALONG BLACKTOP ROAD FROM THE DEPOT
 LZ1008'AT ANTES FORT, THENCE 2.05 MILE SOUTHEAST ALONG STATE HIGHWAYS
 LZ1008'44 AND 880, THENCE 4.1 MILE SOUTHWEST ALONG STATE HIGHWAY NO
 LZ1008'880, 33 FEET SOUTH OF POWER POLE NO J 2073, 45 FEET SOUTH OF
 LZ1008'THE SOUTHEAST MOST POST FOR A SIGN RAVENSGURG RECREATION AREA,
 LZ1008'80 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM A TELEPHONE POLE,
 LZ1008'SET IN THE TOP CENTER OF A ROCK HEADWALL FOR A 1 1/2 FOOT PIPE
 LZ1008'CULVERT UNDER THE HIGHWAY, 12 FEET NORTHWEST OF THE CENTERLINE
 LZ1008'OF THE HIGHWAY, 1 FOOT ABOVE THE HIGHWAY AND DRILLED IN
 LZ1008'HORIZONTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0434 ***********************************************************************
 MB0434  DESIGNATION -  G 245
 MB0434  PID         -  MB0434
 MB0434  STATE/COUNTY-  PA/MERCER
 MB0434  USGS QUAD   -  HADLEY (1977)
 MB0434
 MB0434                         *CURRENT SURVEY CONTROL
 MB0434  ___________________________________________________________________
 MB0434* NAD 83(1986)-  41 24 09.     (N)    080 10 34.     (W)     SCALED    
 MB0434* NAVD 88     -       379.118  (meters)    1243.82   (feet)  ADJUSTED  
 MB0434  ___________________________________________________________________
 MB0434  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 MB0434  DYNAMIC HT  -         378.954 (meters)    1243.28  (feet)  COMP
 MB0434  MODELED GRAV-     980,180.0   (mgal)                       NAVD 88
 MB0434
 MB0434  VERT ORDER  -  SECOND    CLASS 0
 MB0434
 MB0434.The horizontal coordinates were scaled from a topographic map and have
 MB0434.an estimated accuracy of +/- 6 seconds.
 MB0434
 MB0434.The orthometric height was determined by differential leveling
 MB0434.and adjusted by the National Geodetic Survey in June 1991..
 MB0434
 MB0434.The geoid height was determined by GEOID03.
 MB0434
 MB0434.The dynamic height is computed by dividing the NAVD 88
 MB0434.geopotential number by the normal gravity value computed on the
 MB0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0434.degrees latitude (g = 980.6199 gals.).
 MB0434
 MB0434.The modeled gravity was interpolated from observed gravity values.
 MB0434
 MB0434;                    North         East    Units  Estimated Accuracy
 MB0434;SPC PA N     -   140,090.      397,160.      MT  (+/- 180 meters Scaled)
 MB0434
 MB0434                          SUPERSEDED SURVEY CONTROL
 MB0434
 MB0434  NGVD 29 (??/??/92)  379.277  (m)         1244.34   (f) ADJ UNCH    2 0
 MB0434
 MB0434.Superseded values are not recommended for survey control.
 MB0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0434.See file dsdata.txt to determine how the superseded data were derived.
 MB0434
 MB0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF688837(NAD 83)
 MB0434_MARKER: DB = BENCH MARK DISK
 MB0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0434_STAMPING: G 245 1960
 MB0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0434+STABILITY: SURFACE MOTION
 MB0434
 MB0434  HISTORY     - Date     Condition        Report By
 MB0434  HISTORY     - 1960     MONUMENTED       CGS
 MB0434
 MB0434                          STATION DESCRIPTION
 MB0434
 MB0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MB0434'19.7 MI S FROM MEADVILLE.
 MB0434'ABOUT 1.95 MILE WEST ALONG U.S. HYS 19 AND 322 FROM THE STATE
 MB0434'HIGHWAY BDG IN THE SOUTH WEST EDGE OF MEADVILLE TO THE JUNCTION
 MB0434'OF U.S. 19 AND 322 THENCE 10.3 MILE SOUTH ALONG U.S. 19 TO THE
 MB0434'JUNCTION OF STATE HY. 285 AND THE MERCER- CRAWFORD COUNTY
 MB0434'LINE THENCE 4.75 MILE SOUTH EAST ON STATE 285 TO THE JUNCTION
 MB0434'OF 285 AND COUNTY ROAD 43069 THENCE 2.70 MILE SOUTH WEST ON
 MB0434'43069, 21 FEET SOUTH EAST OF THE CENTERLINE OF 43069, 25 FEET
 MB0434'EAST OF THE CENTERLINE 43086, 32 FEET NORTH EAST OF THE CENTERLINE
 MB0434'OF THE JUNCTION OF 43069 AND 43086, 4 FEET EAST OF TELEPHONE POLE
 MB0434'NO. 56, STANDARD BENCH MARK DISK SET IN TOP OF CONCRETE POST,
 MB0434'PROJECTING ABOUT 2 INCHES, NOTE-- LINE GOES SOUTH ON COUNTY ROAD
 MB0434'43086.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1948 ***********************************************************************
 KW1948  DESIGNATION -  G 246
 KW1948  PID         -  KW1948
 KW1948  STATE/COUNTY-  PA/CUMBERLAND
 KW1948  USGS QUAD   -  MECHANICSBURG (1987)
 KW1948
 KW1948                         *CURRENT SURVEY CONTROL
 KW1948  ___________________________________________________________________
 KW1948* NAD 83(1986)-  40 14 54.     (N)    077 04 26.     (W)     SCALED    
 KW1948* NAVD 88     -       130.290  (meters)     427.46   (feet)  ADJUSTED  
 KW1948  ___________________________________________________________________
 KW1948  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 KW1948  DYNAMIC HT  -         130.225 (meters)     427.25  (feet)  COMP
 KW1948  MODELED GRAV-     980,123.0   (mgal)                       NAVD 88
 KW1948
 KW1948  VERT ORDER  -  SECOND    CLASS 0
 KW1948
 KW1948.The horizontal coordinates were scaled from a topographic map and have
 KW1948.an estimated accuracy of +/- 6 seconds.
 KW1948
 KW1948.The orthometric height was determined by differential leveling
 KW1948.and adjusted by the National Geodetic Survey in June 1991..
 KW1948
 KW1948.The geoid height was determined by GEOID03.
 KW1948
 KW1948.The dynamic height is computed by dividing the NAVD 88
 KW1948.geopotential number by the normal gravity value computed on the
 KW1948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1948.degrees latitude (g = 980.6199 gals.).
 KW1948
 KW1948.The modeled gravity was interpolated from observed gravity values.
 KW1948
 KW1948;                    North         East    Units  Estimated Accuracy
 KW1948;SPC PA S     -   101,820.      657,520.      MT  (+/- 180 meters Scaled)
 KW1948
 KW1948                          SUPERSEDED SURVEY CONTROL
 KW1948
 KW1948  NGVD 29 (??/??/??)  130.502  (m)          428.16   (f) ADJUSTED    2 0
 KW1948
 KW1948.Superseded values are not recommended for survey control.
 KW1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1948.See file dsdata.txt to determine how the superseded data were derived.
 KW1948
 KW1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK236573(NAD 83)
 KW1948_MARKER: DB = BENCH MARK DISK
 KW1948_SETTING: 66 = SET IN ROCK OUTCROP
 KW1948_SP_SET: ROCK OUTCROP
 KW1948_STAMPING: G 246 1960
 KW1948_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW1948+STABILITY: POSITION/ELEVATION WELL
 KW1948
 KW1948  HISTORY     - Date     Condition        Report By
 KW1948  HISTORY     - 1960     MONUMENTED       CGS
 KW1948
 KW1948                          STATION DESCRIPTION
 KW1948
 KW1948'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1948'1.4 MI NE FROM NEW KINGSTOWN.
 KW1948'ABOUT 0.4 MILE EAST ALONG U.S. HIGHWAY 11 FROM THE EVANGELICAL
 KW1948'CHURCH AT NEW KINGSTOWN, THENCE 0.4 MILE NORTH ALONG AN ASPHALT
 KW1948'ROAD, THENCE 0.6 MILE NORTHEAST ALONG AN ASPHALT ROAD, 0.7 MILE
 KW1948'SOUTH OF A COVERED BRIDGE OVER THE CONODOGUINET CREEK, 0.6 MILE
 KW1948'NORTHEAST OF AN AIRWAY BEACON, AT A SMALL RISE IN THE ROAD, ON
 KW1948'THE TOP OF A 2-BY-3-FOOT OUTCROP PROJECTING 1 FOOT ABOVE THE
 KW1948'GROUND, 12 FEET EAST OF THE CENTER LINE OF THE ROAD, 24 FEET
 KW1948'SOUTH OF A 20-INCH BLACK LOCUST TREE, 4.8 FEET WEST OF A FENCE
 KW1948'LINE AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1223 ***********************************************************************
 KW1223  DESIGNATION -  G 247
 KW1223  PID         -  KW1223
 KW1223  STATE/COUNTY-  PA/DAUPHIN
 KW1223  USGS QUAD   -  HARRISBURG EAST (1987)
 KW1223
 KW1223                         *CURRENT SURVEY CONTROL
 KW1223  ___________________________________________________________________
 KW1223* NAD 83(1986)-  40 17 37.     (N)    076 51 49.     (W)     SCALED    
 KW1223* NAVD 88     -       141.468  (meters)     464.13   (feet)  ADJUSTED  
 KW1223  ___________________________________________________________________
 KW1223  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 KW1223  DYNAMIC HT  -         141.397 (meters)     463.90  (feet)  COMP
 KW1223  MODELED GRAV-     980,124.5   (mgal)                       NAVD 88
 KW1223
 KW1223  VERT ORDER  -  SECOND    CLASS 0
 KW1223
 KW1223.The horizontal coordinates were scaled from a topographic map and have
 KW1223.an estimated accuracy of +/- 6 seconds.
 KW1223
 KW1223.The orthometric height was determined by differential leveling
 KW1223.and adjusted by the National Geodetic Survey in June 1991..
 KW1223
 KW1223.The geoid height was determined by GEOID03.
 KW1223
 KW1223.The dynamic height is computed by dividing the NAVD 88
 KW1223.geopotential number by the normal gravity value computed on the
 KW1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1223.degrees latitude (g = 980.6199 gals.).
 KW1223
 KW1223.The modeled gravity was interpolated from observed gravity values.
 KW1223
 KW1223;                    North         East    Units  Estimated Accuracy
 KW1223;SPC PA S     -   107,000.      675,360.      MT  (+/- 180 meters Scaled)
 KW1223
 KW1223                          SUPERSEDED SURVEY CONTROL
 KW1223
 KW1223  NGVD 29 (??/??/??)  141.682  (m)          464.83   (f) ADJUSTED    2 0
 KW1223
 KW1223.Superseded values are not recommended for survey control.
 KW1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1223.See file dsdata.txt to determine how the superseded data were derived.
 KW1223
 KW1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK416620(NAD 83)
 KW1223_MARKER: DB = BENCH MARK DISK
 KW1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1223_STAMPING: G 247 1960
 KW1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1223+STABILITY: SURFACE MOTION
 KW1223
 KW1223  HISTORY     - Date     Condition        Report By
 KW1223  HISTORY     - 1960     MONUMENTED       CGS
 KW1223  HISTORY     - 19950618 MARK NOT FOUND   USPSQD
 KW1223  HISTORY     - 20010108 MARK NOT FOUND   PADT
 KW1223
 KW1223                          STATION DESCRIPTION
 KW1223
 KW1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1223'3.2 MI NW FROM SHOOP.
 KW1223'ABOUT 0.3 MILE NORTH ALONG A CONNECTING ROAD (UNDER CONSTRUCTION
 KW1223'IN 1960) FROM THE INTERSECTION OF U.S. HIGHWAY 22, U.S. HIGHWAY
 KW1223'230 (BY-PASS) AND THE SHOOPS LUTHERAN CHURCH, THENCE 2.05 MILES
 KW1223'WEST ALONG ELMERTON AVENUE, 0.9 MILE EAST OF THE JUNCTION OF
 KW1223'ELMERTON AVENUE AND CROOKED HILL ROAD (BENCH MARK F 247) AT THE
 KW1223'T JUNCTION OF STATE FARM DRIVE LEADING SOUTH, 67 FEET SOUTH
 KW1223'OF THE CENTER LINE OF ELMERTON AVENUE, 13 FEET EAST OF THE
 KW1223'CENTER LINE OF STATE FARM DRIVE, 39 FEET SOUTH OF A FENCE
 KW1223'CORNER, 38 FEET SOUTH OF TELEPHONE POLE NO. 22, 2 FEET WEST
 KW1223'OF A FENCE LINE, 2.4 FEET NORTH OF A METAL WITNESS POST, SET IN
 KW1223'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 KW1223'GROUND AND ABOUT 5 FEET ABOVE THE LEVEL OF THE AVENUE.
 KW1223
 KW1223                          STATION RECOVERY (1995)
 KW1223
 KW1223'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW1223'MARK NOT FOUND.
 KW1223
 KW1223                          STATION RECOVERY (2001)
 KW1223
 KW1223'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (SMM)
 KW1223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1319 ***********************************************************************
 KW1319  DESIGNATION -  G 248
 KW1319  PID         -  KW1319
 KW1319  STATE/COUNTY-  PA/DAUPHIN
 KW1319  USGS QUAD   -  HERSHEY (1990)
 KW1319
 KW1319                         *CURRENT SURVEY CONTROL
 KW1319  ___________________________________________________________________
 KW1319* NAD 83(1986)-  40 22 04.     (N)    076 44 13.     (W)     SCALED    
 KW1319* NAVD 88     -       140.016  (meters)     459.37   (feet)  ADJUSTED  
 KW1319  ___________________________________________________________________
 KW1319  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 KW1319  DYNAMIC HT  -         139.944 (meters)     459.13  (feet)  COMP
 KW1319  MODELED GRAV-     980,112.7   (mgal)                       NAVD 88
 KW1319
 KW1319  VERT ORDER  -  SECOND    CLASS 0
 KW1319
 KW1319.The horizontal coordinates were scaled from a topographic map and have
 KW1319.an estimated accuracy of +/- 6 seconds.
 KW1319
 KW1319.The orthometric height was determined by differential leveling
 KW1319.and adjusted by the National Geodetic Survey in June 1991..
 KW1319
 KW1319.The geoid height was determined by GEOID03.
 KW1319
 KW1319.The dynamic height is computed by dividing the NAVD 88
 KW1319.geopotential number by the normal gravity value computed on the
 KW1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1319.degrees latitude (g = 980.6199 gals.).
 KW1319
 KW1319.The modeled gravity was interpolated from observed gravity values.
 KW1319
 KW1319;                    North         East    Units  Estimated Accuracy
 KW1319;SPC PA S     -   115,350.      686,040.      MT  (+/- 180 meters Scaled)
 KW1319
 KW1319                          SUPERSEDED SURVEY CONTROL
 KW1319
 KW1319  NGVD 29 (??/??/??)  140.225  (m)          460.05   (f) ADJUSTED    2 0
 KW1319
 KW1319.Superseded values are not recommended for survey control.
 KW1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1319.See file dsdata.txt to determine how the superseded data were derived.
 KW1319
 KW1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK525700(NAD 83)
 KW1319_MARKER: DB = BENCH MARK DISK
 KW1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1319_STAMPING: G 248 1960
 KW1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1319+STABILITY: SURFACE MOTION
 KW1319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1319+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2004
 KW1319
 KW1319  HISTORY     - Date     Condition        Report By
 KW1319  HISTORY     - 1960     MONUMENTED       CGS
 KW1319  HISTORY     - 19950618 MARK NOT FOUND   USPSQD
 KW1319  HISTORY     - 20040726 GOOD             GEOCAC
 KW1319
 KW1319                          STATION DESCRIPTION
 KW1319
 KW1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1319'4 MI NE FROM LINGLESTOWN.
 KW1319'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY 39 FROM THE FLAG
 KW1319'POLE IN THE TRAFFIC CIRCLE IN THE CENTER OF LINGLESTOWN, THENCE
 KW1319'1.95 MILES NORTHEAST ALONG PIKETOWN ROAD, AN ASPHALT ROAD, ABOUT
 KW1319'0.4 MILE WEST OF THE CROSSING OF A NORTH-SOUTH ASPHALT ROAD,
 KW1319'NEAR A SMALL GROUP OF LOCUST TREES, 18 FEET SOUTH OF THE CENTER
 KW1319'LINE OF THE ROAD, 55 YARDS WEST OF THE CENTER LINE OF A DRIVEWAY
 KW1319'LEADING SOUTH TO THE PERRY RESIDENCE, 4 FEET SOUTHEAST OF A
 KW1319'ROAD SIGN, 2.2 FEET WEST OF A METAL WITNESS POST, 2 FEET ABOVE
 KW1319'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 KW1319'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 KW1319
 KW1319                          STATION RECOVERY (1995)
 KW1319
 KW1319'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW1319'MARK NOT FOUND.
 KW1319
 KW1319                          STATION RECOVERY (2004)
 KW1319
 KW1319'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1319'MARK RECOVERED AS DESCRIBED. WITNESS POST EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0241 ***********************************************************************
 KW0241  DESIGNATION -  G 249
 KW0241  PID         -  KW0241
 KW0241  STATE/COUNTY-  PA/SCHUYLKILL
 KW0241  USGS QUAD   -  PINE GROVE (1977)
 KW0241
 KW0241                         *CURRENT SURVEY CONTROL
 KW0241  ___________________________________________________________________
 KW0241* NAD 83(1986)-  40 33 03.     (N)    076 25 49.     (W)     SCALED    
 KW0241* NAVD 88     -       166.681  (meters)     546.85   (feet)  ADJUSTED  
 KW0241  ___________________________________________________________________
 KW0241  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 KW0241  DYNAMIC HT  -         166.599 (meters)     546.58  (feet)  COMP
 KW0241  MODELED GRAV-     980,129.2   (mgal)                       NAVD 88
 KW0241
 KW0241  VERT ORDER  -  SECOND    CLASS 0
 KW0241
 KW0241.The horizontal coordinates were scaled from a topographic map and have
 KW0241.an estimated accuracy of +/- 6 seconds.
 KW0241
 KW0241.The orthometric height was determined by differential leveling
 KW0241.and adjusted by the National Geodetic Survey in June 1991..
 KW0241
 KW0241.The geoid height was determined by GEOID03.
 KW0241
 KW0241.The dynamic height is computed by dividing the NAVD 88
 KW0241.geopotential number by the normal gravity value computed on the
 KW0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0241.degrees latitude (g = 980.6199 gals.).
 KW0241
 KW0241.The modeled gravity was interpolated from observed gravity values.
 KW0241
 KW0241;                    North         East    Units  Estimated Accuracy
 KW0241;SPC PA S     -   136,020.      711,780.      MT  (+/- 180 meters Scaled)
 KW0241
 KW0241                          SUPERSEDED SURVEY CONTROL
 KW0241
 KW0241  NGVD 29 (??/??/??)  166.886  (m)          547.53   (f) ADJUSTED    2 0
 KW0241
 KW0241.Superseded values are not recommended for survey control.
 KW0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0241.See file dsdata.txt to determine how the superseded data were derived.
 KW0241
 KW0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK788898(NAD 83)
 KW0241_MARKER: DB = BENCH MARK DISK
 KW0241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0241_SP_SET: BRIDGE
 KW0241_STAMPING: G 249 1960
 KW0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0241
 KW0241  HISTORY     - Date     Condition        Report By
 KW0241  HISTORY     - 1960     MONUMENTED       CGS
 KW0241  HISTORY     - 20060429 MARK NOT FOUND   GEOCAC
 KW0241
 KW0241                          STATION DESCRIPTION
 KW0241
 KW0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0241'3.8 MI NE FROM SUEDBERG.
 KW0241'ABOUT 2.25 MILES EAST ALONG STATE HIGHWAY 443 FROM THE BRIDGE
 KW0241'OVER MILL CREEK AT SUEDBERG, THENCE 1.25 MILES NORTH-NORTHWEST
 KW0241'ALONG AN ASPHALT ROAD, THENCE 0.35 MILE EAST ALONG AN ASPHALT
 KW0241'ROAD, ABOUT 0.35 MILE EAST OF THE SMALL COMMUNITY OF BEUCHLER,
 KW0241'NEAR THE NOW ABANDONED OAK GROVE UNION SCHOOL, ON TOP OF THE
 KW0241'EAST END OF THE NORTH CONCRETE GUARDRAIL OF A 20-FOOT LONG CONCRETE
 KW0241'BRIDGE OVER A SMALL CREEK, 12.6 FEET NORTH OF THE CENTER LINE
 KW0241'OF THE ROAD, 2.6 FEET WEST OF THE NORTH END OF THE RAILING AND
 KW0241'3.3 FEET ABOVE THE BRIDGE FLOOR.
 KW0241
 KW0241                          STATION RECOVERY (2006)
 KW0241
 KW0241'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0241'BRIDGE HAS BEEN REPLACED WITH A STRUCTURE WITH NO RAILING. ASSUMED
 KW0241'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0242 ***********************************************************************
 KW0242  DESIGNATION -  G 249 RESET 1966
 KW0242  PID         -  KW0242
 KW0242  STATE/COUNTY-  PA/SCHUYLKILL
 KW0242  USGS QUAD   -  PINE GROVE (1977)
 KW0242
 KW0242                         *CURRENT SURVEY CONTROL
 KW0242  ___________________________________________________________________
 KW0242* NAD 83(1986)-  40 33 03.     (N)    076 25 49.     (W)     SCALED    
 KW0242* NAVD 88     -       165.95   (+/-2cm)     544.5    (feet)  VERTCON   
 KW0242  ___________________________________________________________________
 KW0242  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 KW0242
 KW0242  VERT ORDER  -  THIRD (See Below)
 KW0242
 KW0242.The horizontal coordinates were scaled from a topographic map and have
 KW0242.an estimated accuracy of +/- 6 seconds.
 KW0242
 KW0242.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW0242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW0242.The vertical order pertains to the NGVD 29 superseded value.
 KW0242
 KW0242.The geoid height was determined by GEOID03.
 KW0242
 KW0242;                    North         East    Units  Estimated Accuracy
 KW0242;SPC PA S     -   136,020.      711,780.      MT  (+/- 180 meters Scaled)
 KW0242
 KW0242                          SUPERSEDED SURVEY CONTROL
 KW0242
 KW0242  NGVD 29 (??/??/??)  166.16   (m)          545.1    (f) RESET       3  
 KW0242
 KW0242.Superseded values are not recommended for survey control.
 KW0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0242.See file dsdata.txt to determine how the superseded data were derived.
 KW0242
 KW0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK788898(NAD 83)
 KW0242_MARKER: DB = BENCH MARK DISK
 KW0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0242_STAMPING: G 249 RESET 1966
 KW0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0242+STABILITY: SURFACE MOTION
 KW0242
 KW0242  HISTORY     - Date     Condition        Report By
 KW0242  HISTORY     - 1966     MONUMENTED       CGS
 KW0242
 KW0242                          STATION DESCRIPTION
 KW0242
 KW0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0242'3.9 MI NE FROM SUEDBERG.
 KW0242'ABOUT 2.25 MILE NORTHEAST ALONG STATE HIGHWAY 443, THENCE NORTH
 KW0242'ALONG A ASPHALT ROAD 1.25 MILE, THENCE EAST 0.4 MILE, 500 FEET
 KW0242'EAST OF INTERSTATE HIGHWAY 81, 17 FEET NORTH OF THE APPROXIMATE
 KW0242'CENTER OF ROAD, 2.4 FEET NORTHWEST OF TELEPHONE POLE NO E 48,
 KW0242'2.7 FEET EAST OF A METAL WITNESS SIGN, SET IN THE TOP OF A
 KW0242'CONCRETE POST PROJECTING 3-INCHES AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0263 ***********************************************************************
 KX0263  DESIGNATION -  G 25
 KX0263  PID         -  KX0263
 KX0263  STATE/COUNTY-  PA/BLAIR
 KX0263  USGS QUAD   -  HOLLIDAYSBURG (1981)
 KX0263
 KX0263                         *CURRENT SURVEY CONTROL
 KX0263  ___________________________________________________________________
 KX0263* NAD 83(1986)-  40 28 29.     (N)    078 29 11.     (W)     SCALED    
 KX0263* NAVD 88     -       563.255  (meters)    1847.95   (feet)  POSTED    
 KX0263  ___________________________________________________________________
 KX0263  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KX0263  DYNAMIC HT  -         562.940 (meters)    1846.91  (feet)  COMP
 KX0263  MODELED GRAV-     980,047.7   (mgal)                       NAVD 88
 KX0263
 KX0263  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 KX0263
 KX0263.The horizontal coordinates were scaled from a topographic map and have
 KX0263.an estimated accuracy of +/- 6 seconds.
 KX0263
 KX0263.The orthometric height was determined by differential leveling
 KX0263.and adjusted by the National Geodetic Survey in 1992..
 KX0263.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 KX0263.rate of 3.1 thru 4.0 mm/km.
 KX0263
 KX0263.The geoid height was determined by GEOID03.
 KX0263
 KX0263.The dynamic height is computed by dividing the NAVD 88
 KX0263.geopotential number by the normal gravity value computed on the
 KX0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0263.degrees latitude (g = 980.6199 gals.).
 KX0263
 KX0263.The modeled gravity was interpolated from observed gravity values.
 KX0263
 KX0263;                    North         East    Units  Estimated Accuracy
 KX0263;SPC PA S     -   127,000.      537,560.      MT  (+/- 180 meters Scaled)
 KX0263
 KX0263                          SUPERSEDED SURVEY CONTROL
 KX0263
 KX0263  NGVD 29 (??/??/92)  563.40   (m)         1848.4    (f) COMPUTED    2 0
 KX0263
 KX0263.Superseded values are not recommended for survey control.
 KX0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0263.See file dsdata.txt to determine how the superseded data were derived.
 KX0263
 KX0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE130834(NAD 83)
 KX0263_MARKER: DB = BENCH MARK DISK
 KX0263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0263_SP_SET: STONE SIGNAL TOWER
 KX0263_STAMPING: G 25 1934
 KX0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0263
 KX0263  HISTORY     - Date     Condition        Report By
 KX0263  HISTORY     - 1934     MONUMENTED       CGS
 KX0263
 KX0263                          STATION DESCRIPTION
 KX0263
 KX0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KX0263'3.9 MI E FROM GALLITZIN.
 KX0263'3.9 MILES EAST OF GALLITZIN ON P.R.R.  2600 FEET WEST OF MILE
 KX0263'POST NO. 244.  IN STONE SIGNAL TOWER.  3 FEET EAST OF NORTHWEST
 KX0263'CORNER ON NORTH SIDE OF TOWER.  11 FEET SOUTH OF SOUTH RAIL.  3
 KX0263'FEET ABOVE TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0264 ***********************************************************************
 KX0264  DESIGNATION -  G 25 RESET 1941
 KX0264  PID         -  KX0264
 KX0264  STATE/COUNTY-  PA/BLAIR
 KX0264  USGS QUAD   -  HOLLIDAYSBURG (1981)
 KX0264
 KX0264                         *CURRENT SURVEY CONTROL
 KX0264  ___________________________________________________________________
 KX0264* NAD 83(1986)-  40 28 29.     (N)    078 29 11.     (W)     SCALED    
 KX0264* NAVD 88     -       564.385  (meters)    1851.65   (feet)  ADJUSTED  
 KX0264  ___________________________________________________________________
 KX0264  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KX0264  DYNAMIC HT  -         564.069 (meters)    1850.62  (feet)  COMP
 KX0264  MODELED GRAV-     980,047.7   (mgal)                       NAVD 88
 KX0264
 KX0264  VERT ORDER  -  FIRST     CLASS I
 KX0264
 KX0264.The horizontal coordinates were scaled from a topographic map and have
 KX0264.an estimated accuracy of +/- 6 seconds.
 KX0264
 KX0264.The orthometric height was determined by differential leveling
 KX0264.and adjusted by the National Geodetic Survey in June 1991..
 KX0264.WARNING-Repeat measurements at this control monument indicate possible
 KX0264.vertical movement.
 KX0264
 KX0264.The geoid height was determined by GEOID03.
 KX0264
 KX0264.The dynamic height is computed by dividing the NAVD 88
 KX0264.geopotential number by the normal gravity value computed on the
 KX0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0264.degrees latitude (g = 980.6199 gals.).
 KX0264
 KX0264.The modeled gravity was interpolated from observed gravity values.
 KX0264
 KX0264;                    North         East    Units  Estimated Accuracy
 KX0264;SPC PA S     -   127,000.      537,560.      MT  (+/- 180 meters Scaled)
 KX0264
 KX0264                          SUPERSEDED SURVEY CONTROL
 KX0264
 KX0264  NGVD 29 (??/??/92)  564.524  (m)         1852.11   (f) ADJ UNCH    1 1
 KX0264
 KX0264.Superseded values are not recommended for survey control.
 KX0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0264.See file dsdata.txt to determine how the superseded data were derived.
 KX0264
 KX0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE130834(NAD 83)
 KX0264_MARKER: DB = BENCH MARK DISK
 KX0264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0264_SP_SET: STONE WALL
 KX0264_STAMPING: G 25 RESET 1934 1941
 KX0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0264
 KX0264  HISTORY     - Date     Condition        Report By
 KX0264  HISTORY     - 1941     MONUMENTED       CGS
 KX0264  HISTORY     - 1966     GOOD             NGS
 KX0264
 KX0264                          STATION DESCRIPTION
 KX0264
 KX0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0264'3.8 MI E FROM GALLITZIN.
 KX0264'3.8 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE JACKSON
 KX0264'STREET OVERPASS AT GALLITZIN, 0.3 MILE SOUTHWEST OF MILEPOST 244,
 KX0264'SET VERTICALLY IN THE NORTH STONE WALL OF AN ABANDONED RAILROAD
 KX0264'TOOL SHED, 9.2 FEET SOUTH OF THE SOUTH RAIL, 4.4 FEET WEST OF THE
 KX0264'NORTHEAST CORNER OF THE BUILDING AND 3 FEET ABOVE THE LEVEL OF
 KX0264'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0467 ***********************************************************************
 MB0467  DESIGNATION -  G 250
 MB0467  PID         -  MB0467
 MB0467  STATE/COUNTY-  PA/LAWRENCE
 MB0467  USGS QUAD   -  SLIPPERY ROCK (1977)
 MB0467
 MB0467                         *CURRENT SURVEY CONTROL
 MB0467  ___________________________________________________________________
 MB0467* NAD 83(1986)-  41 03 45.     (N)    080 06 41.     (W)     SCALED    
 MB0467* NAVD 88     -       375.078  (meters)    1230.57   (feet)  ADJUSTED  
 MB0467  ___________________________________________________________________
 MB0467  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 MB0467  DYNAMIC HT  -         374.899 (meters)    1229.98  (feet)  COMP
 MB0467  MODELED GRAV-     980,136.8   (mgal)                       NAVD 88
 MB0467
 MB0467  VERT ORDER  -  SECOND    CLASS 0
 MB0467
 MB0467.The horizontal coordinates were scaled from a topographic map and have
 MB0467.an estimated accuracy of +/- 6 seconds.
 MB0467
 MB0467.The orthometric height was determined by differential leveling
 MB0467.and adjusted by the National Geodetic Survey in June 1991..
 MB0467
 MB0467.The geoid height was determined by GEOID03.
 MB0467
 MB0467.The dynamic height is computed by dividing the NAVD 88
 MB0467.geopotential number by the normal gravity value computed on the
 MB0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0467.degrees latitude (g = 980.6199 gals.).
 MB0467
 MB0467.The modeled gravity was interpolated from observed gravity values.
 MB0467
 MB0467;                    North         East    Units  Estimated Accuracy
 MB0467;SPC PA S     -   194,660.      401,530.      MT  (+/- 180 meters Scaled)
 MB0467
 MB0467                          SUPERSEDED SURVEY CONTROL
 MB0467
 MB0467  NGVD 29 (??/??/92)  375.210  (m)         1231.00   (f) ADJ UNCH    2 0
 MB0467
 MB0467.Superseded values are not recommended for survey control.
 MB0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0467.See file dsdata.txt to determine how the superseded data were derived.
 MB0467
 MB0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF746460(NAD 83)
 MB0467_MARKER: DB = BENCH MARK DISK
 MB0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0467_STAMPING: G 250 1960
 MB0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0467+STABILITY: SURFACE MOTION
 MB0467
 MB0467  HISTORY     - Date     Condition        Report By
 MB0467  HISTORY     - 1960     MONUMENTED       CGS
 MB0467
 MB0467                          STATION DESCRIPTION
 MB0467
 MB0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MB0467'1.6 MI N FROM MOORES CORNERS.
 MB0467'ABOUT 1.6 MILE NORTH ALONG COUNTY ROAD 37049 FROM THE JUNCTION
 MB0467'OF STATE HIGHWAYS 488 AND 108 AT MOORES CORNERS, 3 FEET SOUTH
 MB0467'OF POWER POLE NO. 17, 21 FEET EAST OF THE CENTERLINE OF BLACKTOP
 MB0467'ROAD, 42 FEET EAST OF AN OAK TREE, 70 FEET NORTH EAST OF THE
 MB0467'CORNER OF A FIELD, STANDARD BENCH MARK DISK SET IN TOP OF CONCRETE
 MB0467'POST PROJECTING ABOUT 3 INCHES.  NOTE-- ABOUT 0.15 MILE NORTH
 MB0467'OF T JUNCTION BLACKTOP ROAD WEST.  NOTE-- ABOUT 0.2 MILE SOUTH
 MB0467'OF T JUNCTION OF COUNTY ROAD 37065 EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0238 ***********************************************************************
 KY0238  DESIGNATION -  G 251
 KY0238  PID         -  KY0238
 KY0238  STATE/COUNTY-  PA/ALLEGHENY
 KY0238  USGS QUAD   -  MARS (1979)
 KY0238
 KY0238                         *CURRENT SURVEY CONTROL
 KY0238  ___________________________________________________________________
 KY0238* NAD 83(1986)-  40 40 05.     (N)    080 05 48.     (W)     SCALED    
 KY0238* NAVD 88     -       322.828  (meters)    1059.14   (feet)  ADJUSTED  
 KY0238  ___________________________________________________________________
 KY0238  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KY0238  DYNAMIC HT  -         322.662 (meters)    1058.60  (feet)  COMP
 KY0238  MODELED GRAV-     980,103.2   (mgal)                       NAVD 88
 KY0238
 KY0238  VERT ORDER  -  SECOND    CLASS 0
 KY0238
 KY0238.The horizontal coordinates were scaled from a topographic map and have
 KY0238.an estimated accuracy of +/- 6 seconds.
 KY0238
 KY0238.The orthometric height was determined by differential leveling
 KY0238.and adjusted by the National Geodetic Survey in June 1991..
 KY0238
 KY0238.The geoid height was determined by GEOID03.
 KY0238
 KY0238.The dynamic height is computed by dividing the NAVD 88
 KY0238.geopotential number by the normal gravity value computed on the
 KY0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0238.degrees latitude (g = 980.6199 gals.).
 KY0238
 KY0238.The modeled gravity was interpolated from observed gravity values.
 KY0238
 KY0238;                    North         East    Units  Estimated Accuracy
 KY0238;SPC PA S     -   150,840.      401,610.      MT  (+/- 180 meters Scaled)
 KY0238
 KY0238                          SUPERSEDED SURVEY CONTROL
 KY0238
 KY0238  NGVD 29 (??/??/92)  322.98   (m)         1059.6    (f) COMPUTED    2 0
 KY0238
 KY0238.Superseded values are not recommended for survey control.
 KY0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0238.See file dsdata.txt to determine how the superseded data were derived.
 KY0238
 KY0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF763023(NAD 83)
 KY0238_MARKER: DB = BENCH MARK DISK
 KY0238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0238_SP_SET: CULVERT
 KY0238_STAMPING: G 251 1960
 KY0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0238
 KY0238  HISTORY     - Date     Condition        Report By
 KY0238  HISTORY     - 1960     MONUMENTED       CGS
 KY0238
 KY0238                          STATION DESCRIPTION
 KY0238
 KY0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0238'9.4 MI S FROM ZELIENOPLE.
 KY0238'ABOUT 9.4 MILE SOUTH ALONG U.S. HY. 19 FROM THE JUNCTION OF
 KY0238'U.S. 19 AND STATE HY. 68 IN THE SOUTH EDGE OF ZELIENOPLE, 81
 KY0238'FEET NORTH OF JUNCTION OF U.S. 19 AND A HARD SURFACE ROAD, 118
 KY0238'FEET EAST OF THE CENTER LINE OF U.S. 19, 18 FEET WEST OF THE
 KY0238'HARD SURFACE ROAD, 177 FEET NORTH EAST OF POWER POLE NO. 365,
 KY0238'STANDARD BENCH MARK DISK SRILLED IN HORIZONTAL IN CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0239 ***********************************************************************
 KY0239  DESIGNATION -  G 251 RESET
 KY0239  PID         -  KY0239
 KY0239  STATE/COUNTY-  PA/ALLEGHENY
 KY0239  USGS QUAD   -  MARS (1979)
 KY0239
 KY0239                         *CURRENT SURVEY CONTROL
 KY0239  ___________________________________________________________________
 KY0239* NAD 83(1986)-  40 40 05.     (N)    080 05 48.     (W)     SCALED    
 KY0239* NAVD 88     -       322.75   (+/-2cm)    1058.9    (feet)  VERTCON   
 KY0239  ___________________________________________________________________
 KY0239  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KY0239
 KY0239  VERT ORDER  -  THIRD (See Below)
 KY0239
 KY0239.The horizontal coordinates were scaled from a topographic map and have
 KY0239.an estimated accuracy of +/- 6 seconds.
 KY0239
 KY0239.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY0239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY0239.The vertical order pertains to the NGVD 29 superseded value.
 KY0239
 KY0239.The geoid height was determined by GEOID03.
 KY0239
 KY0239;                    North         East    Units  Estimated Accuracy
 KY0239;SPC PA S     -   150,840.      401,610.      MT  (+/- 180 meters Scaled)
 KY0239
 KY0239                          SUPERSEDED SURVEY CONTROL
 KY0239
 KY0239  NGVD 29 (??/??/??)  322.90   (m)         1059.4    (f) RESET       3  
 KY0239
 KY0239.Superseded values are not recommended for survey control.
 KY0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0239.See file dsdata.txt to determine how the superseded data were derived.
 KY0239
 KY0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF763023(NAD 83)
 KY0239_MARKER: DB = BENCH MARK DISK
 KY0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0239_STAMPING: G 251 RESET 1971
 KY0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0239+STABILITY: SURFACE MOTION
 KY0239
 KY0239  HISTORY     - Date     Condition        Report By
 KY0239  HISTORY     - 1971     MONUMENTED       NGS
 KY0239
 KY0239                          STATION DESCRIPTION
 KY0239
 KY0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 KY0239'9.3 MI S FROM ZELIENOPLE.
 KY0239'9.3 MILES SOUTH ALONG U.S. HIGHWAY 19 FROM JUNCTION OF U.S.
 KY0239'HIGHWAY 19 AND STATE HIGHWAY 68 IN SOUTH EDGE OF ZELIENOPLE, TO
 KY0239'MOTEL 6 AND BENCH MARK ON RIGHT.  IT IS 74.5 FEET EAST-NORTHEAST
 KY0239'OF THE SOUTHEAST CORNER OF MOTEL 6 BUILDING, 59 FEET NORTH OF
 KY0239'THE CENTERLINE OF THE SOUTH DRIVEWAY ENTRANCE TO MOTEL 6, 43.5
 KY0239'FEET WEST OF CENTERLINE OF THE SOUTH BOUND TRAFFIC LANES OF
 KY0239'U.S. HIGHWAY 19, 24 FEET NORTH OF THE SOUTHEAST CORNER OF MOTEL
 KY0239'6 PARKING LOT, 14.5 FEET SOUTH OF THE MOST SOUTHERLY ONE OF THREE
 KY0239'LAMP POSTS, 3 FEET SOUTH OF UTILITY POLE NO. 1368, AND 1.0
 KY0239'FOOT EAST OF A RAIL FENCE.  IT IS SET IN THE TOP OF A ROUND
 KY0239'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0620 ***********************************************************************
 KY0620  DESIGNATION -  G 252
 KY0620  PID         -  KY0620
 KY0620  STATE/COUNTY-  PA/ALLEGHENY
 KY0620  USGS QUAD   -  CANONSBURG (1979)
 KY0620
 KY0620                         *CURRENT SURVEY CONTROL
 KY0620  ___________________________________________________________________
 KY0620* NAD 83(1986)-  40 18 59.     (N)    080 08 46.     (W)     SCALED    
 KY0620* NAVD 88     -       323.287  (meters)    1060.65   (feet)  ADJUSTED  
 KY0620  ___________________________________________________________________
 KY0620  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KY0620  DYNAMIC HT  -         323.112 (meters)    1060.08  (feet)  COMP
 KY0620  MODELED GRAV-     980,075.6   (mgal)                       NAVD 88
 KY0620
 KY0620  VERT ORDER  -  SECOND    CLASS 0
 KY0620
 KY0620.The horizontal coordinates were scaled from a topographic map and have
 KY0620.an estimated accuracy of +/- 6 seconds.
 KY0620
 KY0620.The orthometric height was determined by differential leveling
 KY0620.and adjusted by the National Geodetic Survey in June 1991..
 KY0620
 KY0620.The geoid height was determined by GEOID03.
 KY0620
 KY0620.The dynamic height is computed by dividing the NAVD 88
 KY0620.geopotential number by the normal gravity value computed on the
 KY0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0620.degrees latitude (g = 980.6199 gals.).
 KY0620
 KY0620.The modeled gravity was interpolated from observed gravity values.
 KY0620
 KY0620;                    North         East    Units  Estimated Accuracy
 KY0620;SPC PA S     -   111,920.      396,370.      MT  (+/- 180 meters Scaled)
 KY0620
 KY0620                          SUPERSEDED SURVEY CONTROL
 KY0620
 KY0620  NGVD 29 (??/??/92)  323.421  (m)         1061.09   (f) ADJ UNCH    2 0
 KY0620
 KY0620.Superseded values are not recommended for survey control.
 KY0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0620.See file dsdata.txt to determine how the superseded data were derived.
 KY0620
 KY0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE725632(NAD 83)
 KY0620_MARKER: DD = SURVEY DISK
 KY0620_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 KY0620_SP_SET: BRIDGE WINGWALL
 KY0620_STAMPING: G 252 1960
 KY0620_MARK LOGO: PADT  
 KY0620_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY0620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0620
 KY0620  HISTORY     - Date     Condition        Report By
 KY0620  HISTORY     - 1960     MONUMENTED       PADT
 KY0620  HISTORY     - 1960     GOOD             NGS
 KY0620  HISTORY     - 19910623 GOOD             LOCENG
 KY0620  HISTORY     - 20010510 GOOD             PADT
 KY0620  HISTORY     - 20060619 GOOD             BAKER
 KY0620
 KY0620                          STATION DESCRIPTION
 KY0620
 KY0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0620'1.4 MI NE FROM HENDERSONVILLE.
 KY0620'ABOUT 1.35 MILE NORTHEAST ALONG STATE HIGHWAY 519 FROM THE
 KY0620'MONTOUR RAILROAD OVERPASS OVER HIGHWAY 519 AT HENDERSONVILLE,
 KY0620'SET IN TOP CENTER OF THE NORTHWEST WINGWALL FOR THE NORTH
 KY0620'ABUTMENT OF A 15 FOOT BRIDGE OVER A CREEK, 200 YARDS NORTHWEST
 KY0620'OF THE NORTHWEST END OF CABANA BEACH LAKE, 45 FEET NORTHWEST
 KY0620'AND ACROSS THE HIGHWAY FROM POWER POLE 756, 21 FEET WEST OF THE
 KY0620'CENTERLINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY
 KY0620'DRILLED IN HORIZONTAL.
 KY0620
 KY0620                          STATION RECOVERY (1991)
 KY0620
 KY0620'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991
 KY0620'RECOVERED IN GOOD CONDITION.
 KY0620
 KY0620                          STATION RECOVERY (2001)
 KY0620
 KY0620'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DP)
 KY0620'RECOVERED IN GOOD CONDITION.
 KY0620
 KY0620                          STATION RECOVERY (2006)
 KY0620
 KY0620'RECOVERY NOTE BY M BAKER JR INCORPORATED 2006 (FRB)
 KY0620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0249 ***********************************************************************
 KY0249  DESIGNATION -  G 253
 KY0249  PID         -  KY0249
 KY0249  STATE/COUNTY-  PA/ALLEGHENY
 KY0249  USGS QUAD   -  EMSWORTH (1979)
 KY0249
 KY0249                         *CURRENT SURVEY CONTROL
 KY0249  ___________________________________________________________________
 KY0249* NAD 83(1986)-  40 36 57.     (N)    080 05 36.     (W)     SCALED    
 KY0249* NAVD 88     -       372.941  (meters)    1223.56   (feet)  ADJUSTED  
 KY0249  ___________________________________________________________________
 KY0249  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KY0249  DYNAMIC HT  -         372.746 (meters)    1222.92  (feet)  COMP
 KY0249  MODELED GRAV-     980,093.1   (mgal)                       NAVD 88
 KY0249
 KY0249  VERT ORDER  -  SECOND    CLASS 0
 KY0249
 KY0249.The horizontal coordinates were scaled from a topographic map and have
 KY0249.an estimated accuracy of +/- 6 seconds.
 KY0249
 KY0249.The orthometric height was determined by differential leveling
 KY0249.and adjusted by the National Geodetic Survey in June 1991..
 KY0249
 KY0249.The geoid height was determined by GEOID03.
 KY0249
 KY0249.The dynamic height is computed by dividing the NAVD 88
 KY0249.geopotential number by the normal gravity value computed on the
 KY0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0249.degrees latitude (g = 980.6199 gals.).
 KY0249
 KY0249.The modeled gravity was interpolated from observed gravity values.
 KY0249
 KY0249;                    North         East    Units  Estimated Accuracy
 KY0249;SPC PA S     -   145,030.      401,730.      MT  (+/- 180 meters Scaled)
 KY0249
 KY0249                          SUPERSEDED SURVEY CONTROL
 KY0249
 KY0249  NGVD 29 (??/??/92)  373.088  (m)         1224.04   (f) ADJ UNCH    2 0
 KY0249
 KY0249.Superseded values are not recommended for survey control.
 KY0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0249.See file dsdata.txt to determine how the superseded data were derived.
 KY0249
 KY0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE766965(NAD 83)
 KY0249_MARKER: DB = BENCH MARK DISK
 KY0249_SETTING: 0 = UNSPECIFIED SETTING
 KY0249_STAMPING: G 253 1960
 KY0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0249
 KY0249  HISTORY     - Date     Condition        Report By
 KY0249  HISTORY     - 1960     MONUMENTED       CGS
 KY0249
 KY0249                          STATION DESCRIPTION
 KY0249
 KY0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0249'2.6 MI S FROM WARRENDALE.
 KY0249'ABOUT 0.3 MILE SOUTH ALONG OLD U.S. HY. 19 FROM THE UNITED
 KY0249'PRESBYTERIAN CHURCH IN WARRENDALE TO JUNCTION OF OLD AND NEW U.S.
 KY0249'HY. 19 THENCE 0.9 MILE SOUTH WEST ALONG COUNTY RD. 02104 TO T
 KY0249'JUNCTION OF COUNTY ROADS 02104 AND 02135 THENCE 0.35 MILE WEST
 KY0249'ON 02104 TO T JUNCTION OF COUNTY RD. 02104 AND NEELY SCHOOL RD.
 KY0249'SOUTH THENCE 1.5 MILE SOUTH ALONG HY. 856 TO JUNCTION OF HY. 856
 KY0249'AND ORANGE BELT (BAYNE AND WEXFORD RD.) THENCE 0.1 MILE WEST ON
 KY0249'BAYNE AND WEXFORD RD. TO JUNCTION OF BRANT SCHOOL RD., STANDARD
 KY0249'BENCH MARK DISK DRILLD IN HORIZONTAL, 30 FEET SOUTH WEST OF THE
 KY0249'CENTERLINE OF THE ROAD, 90 FEET SOUTH OF HY. 856, 43 FEET SOUTH
 KY0249'OF SOUTH CORNER OF TRIANGLE (JUNCTION), 150 FEET SOUTH WEST OF
 KY0249'TELEPHONE POLE (NO NUMBER), 117 FEET SOUTH EAST OF TELEPHONE
 KY0249'AND POWER POLE NO. PL 6433.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0677 ***********************************************************************
 KY0677  DESIGNATION -  G 254
 KY0677  PID         -  KY0677
 KY0677  STATE/COUNTY-  PA/ALLEGHENY
 KY0677  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0677
 KY0677                         *CURRENT SURVEY CONTROL
 KY0677  ___________________________________________________________________
 KY0677* NAD 83(1986)-  40 26 48.     (N)    080 00 13.     (W)     SCALED    
 KY0677* NAVD 88     -       224.455  (meters)     736.40   (feet)  ADJUSTED  
 KY0677  ___________________________________________________________________
 KY0677  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KY0677  DYNAMIC HT  -         224.339 (meters)     736.02  (feet)  COMP
 KY0677  MODELED GRAV-     980,102.8   (mgal)                       NAVD 88
 KY0677
 KY0677  VERT ORDER  -  SECOND    CLASS 0
 KY0677
 KY0677.The horizontal coordinates were scaled from a topographic map and have
 KY0677.an estimated accuracy of +/- 6 seconds.
 KY0677
 KY0677.The orthometric height was determined by differential leveling
 KY0677.and adjusted by the National Geodetic Survey in June 1991..
 KY0677
 KY0677.The geoid height was determined by GEOID03.
 KY0677
 KY0677.The dynamic height is computed by dividing the NAVD 88
 KY0677.geopotential number by the normal gravity value computed on the
 KY0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0677.degrees latitude (g = 980.6199 gals.).
 KY0677
 KY0677.The modeled gravity was interpolated from observed gravity values.
 KY0677
 KY0677;                    North         East    Units  Estimated Accuracy
 KY0677;SPC PA S     -   126,060.      408,840.      MT  (+/- 180 meters Scaled)
 KY0677
 KY0677                          SUPERSEDED SURVEY CONTROL
 KY0677
 KY0677  NGVD 29 (??/??/92)  224.616  (m)          736.93   (f) ADJ UNCH    2 0
 KY0677
 KY0677.Superseded values are not recommended for survey control.
 KY0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0677.See file dsdata.txt to determine how the superseded data were derived.
 KY0677
 KY0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE844778(NAD 83)
 KY0677_MARKER: DB = BENCH MARK DISK
 KY0677_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0677_SP_SET: FOUNDATION
 KY0677_STAMPING: G 254 1960
 KY0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0677
 KY0677  HISTORY     - Date     Condition        Report By
 KY0677  HISTORY     - 1960     MONUMENTED       CGS
 KY0677  HISTORY     - 20030811 GOOD             PADT
 KY0677  HISTORY     - 20030811 MARK NOT FOUND   PADT
 KY0677
 KY0677                          STATION DESCRIPTION
 KY0677
 KY0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0677'AT PITTSBURGH.
 KY0677'IN THE CITY OF PITTSBURGH, AT THE 6TH STREET BRIDGE OVER THE
 KY0677'ALLEGHENY RIVER, SET IN TOP AND AT THE WEST SIDE OF THE NORTH
 KY0677'WEST END OF THE FOUNDATION ON THE WEST SIDE OF THE SIDEWALK OVER
 KY0677'THE BRIDGE, LEVEL WITH THE SIDEWALK AND ABOUT 1 FOOT ABOVE THE
 KY0677'STREET, DRILLED IN HORIZONTAL.
 KY0677
 KY0677                          STATION RECOVERY (2003)
 KY0677
 KY0677'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (CB)
 KY0677'RECOVERED IN GOOD CONDITION.
 KY0677
 KY0677                          STATION RECOVERY (2003)
 KY0677
 KY0677'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (CAB)
 KY0677'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0295 ***********************************************************************
 KW0295  DESIGNATION -  G 256
 KW0295  PID         -  KW0295
 KW0295  STATE/COUNTY-  PA/SCHUYLKILL
 KW0295  USGS QUAD   -  ASHLAND (1984)
 KW0295
 KW0295                         *CURRENT SURVEY CONTROL
 KW0295  ___________________________________________________________________
 KW0295* NAD 83(1986)-  40 45 24.     (N)    076 15 48.     (W)     SCALED    
 KW0295* NAVD 88     -       481.635  (meters)    1580.16   (feet)  ADJUSTED  
 KW0295  ___________________________________________________________________
 KW0295  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KW0295  DYNAMIC HT  -         481.404 (meters)    1579.41  (feet)  COMP
 KW0295  MODELED GRAV-     980,127.4   (mgal)                       NAVD 88
 KW0295
 KW0295  VERT ORDER  -  SECOND    CLASS 0
 KW0295
 KW0295.The horizontal coordinates were scaled from a topographic map and have
 KW0295.an estimated accuracy of +/- 6 seconds.
 KW0295
 KW0295.The orthometric height was determined by differential leveling
 KW0295.and adjusted by the National Geodetic Survey in June 1991..
 KW0295
 KW0295.The geoid height was determined by GEOID03.
 KW0295
 KW0295.The dynamic height is computed by dividing the NAVD 88
 KW0295.geopotential number by the normal gravity value computed on the
 KW0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0295.degrees latitude (g = 980.6199 gals.).
 KW0295
 KW0295.The modeled gravity was interpolated from observed gravity values.
 KW0295
 KW0295;                    North         East    Units  Estimated Accuracy
 KW0295;SPC PA S     -   159,100.      725,530.      MT  (+/- 180 meters Scaled)
 KW0295
 KW0295                          SUPERSEDED SURVEY CONTROL
 KW0295
 KW0295  NGVD 29 (??/??/??)  481.859  (m)         1580.90   (f) ADJUSTED    2 0
 KW0295
 KW0295.Superseded values are not recommended for survey control.
 KW0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0295.See file dsdata.txt to determine how the superseded data were derived.
 KW0295
 KW0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL933125(NAD 83)
 KW0295_MARKER: DB = BENCH MARK DISK
 KW0295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0295_SP_SET: BASE OF STEEL LEG TOWER
 KW0295_STAMPING: G 256 1960
 KW0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0295
 KW0295  HISTORY     - Date     Condition        Report By
 KW0295  HISTORY     - 1960     MONUMENTED       CGS
 KW0295
 KW0295                          STATION DESCRIPTION
 KW0295
 KW0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0295'3.5 MI SW FROM FRACKVILLE.
 KW0295'ABOUT 0.8 MILE SOUTH ALONG THE READING RAILWAY FROM THE STATION AT
 KW0295'FRACKVILLE, THENCE 1.2 MILES WEST ALONG A TRACK ROAD, THENCE
 KW0295'0.2 MILE SOUTH ALONG A TRACK ROAD, THENCE 1.3 MILES WEST ALONG
 KW0295'A DIM ROAD ALONG A TRANSMISSION TOWER LINE, ON THE TOP OF THE
 KW0295'SOUTHEAST CORNER OF THE CONCRETE BASE SUPPORTING THE SOUTHEAST
 KW0295'STEEL LEG OF TOWER NO. 35-4/SS, 0.6 FOOT SOUTHEAST OF THE
 KW0295'SOUTHEAST STEEL LEG AND 1 FOOT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2421 ***********************************************************************
 KV2421  DESIGNATION -  G 257
 KV2421  PID         -  KV2421
 KV2421  STATE/COUNTY-  PA/BERKS
 KV2421  USGS QUAD   -  READING (1983)
 KV2421
 KV2421                         *CURRENT SURVEY CONTROL
 KV2421  ___________________________________________________________________
 KV2421* NAD 83(1986)-  40 17 18.     (N)    075 54 58.     (W)     SCALED    
 KV2421* NAVD 88     -        79.347  (meters)     260.32   (feet)  ADJUSTED  
 KV2421  ___________________________________________________________________
 KV2421  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 KV2421  DYNAMIC HT  -          79.305 (meters)     260.19  (feet)  COMP
 KV2421  MODELED GRAV-     980,103.2   (mgal)                       NAVD 88
 KV2421
 KV2421  VERT ORDER  -  SECOND    CLASS 0
 KV2421
 KV2421.The horizontal coordinates were scaled from a topographic map and have
 KV2421.an estimated accuracy of +/- 6 seconds.
 KV2421
 KV2421.The orthometric height was determined by differential leveling
 KV2421.and adjusted by the National Geodetic Survey in June 1991..
 KV2421
 KV2421.The geoid height was determined by GEOID03.
 KV2421
 KV2421.The dynamic height is computed by dividing the NAVD 88
 KV2421.geopotential number by the normal gravity value computed on the
 KV2421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2421.degrees latitude (g = 980.6199 gals.).
 KV2421
 KV2421.The modeled gravity was interpolated from observed gravity values.
 KV2421
 KV2421;                    North         East    Units  Estimated Accuracy
 KV2421;SPC PA S     -   107,660.      755,930.      MT  (+/- 180 meters Scaled)
 KV2421
 KV2421                          SUPERSEDED SURVEY CONTROL
 KV2421
 KV2421  NGVD 29 (??/??/??)   79.587  (m)          261.11   (f) ADJUSTED    2 0
 KV2421
 KV2421.Superseded values are not recommended for survey control.
 KV2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2421.See file dsdata.txt to determine how the superseded data were derived.
 KV2421
 KV2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK221601(NAD 83)
 KV2421_MARKER: DB = BENCH MARK DISK
 KV2421_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2421_SP_SET: BRIDGE GUARDRAIL
 KV2421_STAMPING: G 257 1960
 KV2421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2421
 KV2421  HISTORY     - Date     Condition        Report By
 KV2421  HISTORY     - 1960     MONUMENTED       CGS
 KV2421  HISTORY     - 20011015 MARK NOT FOUND   USPSQD
 KV2421
 KV2421                          STATION DESCRIPTION
 KV2421
 KV2421'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2421'3.3 MI S FROM READING.
 KV2421'ABOUT 2.1 MILES SOUTH ALONG U.S. HIGHWAY 122 FROM ITS
 KV2421'JUNCTION WITH U.S. HIGHWAY 222 AND STATE HIGHWAY 73 IN THE
 KV2421'SOUTH PART OF THE CITY OF READING, THENCE 0.7 MILE EAST ALONG
 KV2421'AN ASPHALT ROAD, THENCE 0.5 MILE SOUTH ALONG TOWNSHIP ROAD
 KV2421'NO. 332, ON THE TOP OF THE NORTH END OF THE WEST CONCRETE
 KV2421'GUARDRAIL OF AN ARCHED BRIDGE OVER A SMALL CREEK, 11 FEET WEST
 KV2421'OF THE CENTER LINE OF THE ROAD, 6.3 FEET SOUTH OF THE NORTH END
 KV2421'OF THE GUARDRAIL AND ABOUT LEVEL WITH THE SURFACE OF THE ROAD.
 KV2421
 KV2421                          STATION RECOVERY (2001)
 KV2421
 KV2421'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV2421'OLD ARCHED BRIDGE REPLACED.  NO MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0186 ***********************************************************************
 KW0186  DESIGNATION -  G 259 PADH
 KW0186  PID         -  KW0186
 KW0186  STATE/COUNTY-  PA/BERKS
 KW0186  USGS QUAD   -  AUBURN (1983)
 KW0186
 KW0186                         *CURRENT SURVEY CONTROL
 KW0186  ___________________________________________________________________
 KW0186* NAD 83(1986)-  40 30 57.     (N)    076 06 37.     (W)     SCALED    
 KW0186* NAVD 88     -       172.664  (meters)     566.48   (feet)  ADJUSTED  
 KW0186  ___________________________________________________________________
 KW0186  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 KW0186  DYNAMIC HT  -         172.575 (meters)     566.19  (feet)  COMP
 KW0186  MODELED GRAV-     980,104.9   (mgal)                       NAVD 88
 KW0186
 KW0186  VERT ORDER  -  SECOND    CLASS 0
 KW0186
 KW0186.The horizontal coordinates were scaled from a topographic map and have
 KW0186.an estimated accuracy of +/- 6 seconds.
 KW0186
 KW0186.The orthometric height was determined by differential leveling
 KW0186.and adjusted by the National Geodetic Survey in June 1991..
 KW0186
 KW0186.The geoid height was determined by GEOID03.
 KW0186
 KW0186.The dynamic height is computed by dividing the NAVD 88
 KW0186.geopotential number by the normal gravity value computed on the
 KW0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0186.degrees latitude (g = 980.6199 gals.).
 KW0186
 KW0186.The modeled gravity was interpolated from observed gravity values.
 KW0186
 KW0186;                    North         East    Units  Estimated Accuracy
 KW0186;SPC PA S     -   132,590.      738,950.      MT  (+/- 180 meters Scaled)
 KW0186
 KW0186                          SUPERSEDED SURVEY CONTROL
 KW0186
 KW0186  NGVD 29 (??/??/??)  172.867  (m)          567.15   (f) ADJUSTED    2 0
 KW0186
 KW0186.Superseded values are not recommended for survey control.
 KW0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0186.See file dsdata.txt to determine how the superseded data were derived.
 KW0186
 KW0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK059856(NAD 83)
 KW0186_MARKER: DD = SURVEY DISK
 KW0186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0186_SP_SET: CULVERT
 KW0186_STAMPING: G 259
 KW0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0186
 KW0186  HISTORY     - Date     Condition        Report By
 KW0186  HISTORY     - UNK      MONUMENTED       PADH
 KW0186  HISTORY     - 1960     GOOD             CGS
 KW0186
 KW0186                          STATION DESCRIPTION
 KW0186
 KW0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0186'AT SHARTLESVILLE.
 KW0186'AT SHARTLESVILLE, AT THE SHARTLESVILLE INTERCHANGE, ABOUT 150
 KW0186'FEET EAST OF THE LARGE OVERPASS OVER U.S. HIGHWAY 22, ON THE TOP
 KW0186'OF THE SOUTHEAST CONCRETE HEADWALL OF A LARGE CULVERT UNDER U.S.
 KW0186'HIGHWAY 22, 38 FEET SOUTHEAST OF THE CENTER LINE OF THE EAST
 KW0186'BOUND LANE OF THE HIGHWAY AND ABOUT 6 FEET BELOW THE LEVEL OF THE
 KW0186'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0331 ***********************************************************************
 MA0331  DESIGNATION -  G 26
 MA0331  PID         -  MA0331
 MA0331  STATE/COUNTY-  PA/CAMERON
 MA0331  USGS QUAD   -  WEST CREEK (1981)
 MA0331
 MA0331                         *CURRENT SURVEY CONTROL
 MA0331  ___________________________________________________________________
 MA0331* NAD 83(1986)-  41 28 21.     (N)    078 20 55.     (W)     SCALED    
 MA0331* NAVD 88     -       364.000  (meters)    1194.22   (feet)  ADJUSTED  
 MA0331  ___________________________________________________________________
 MA0331  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 MA0331  DYNAMIC HT  -         363.844 (meters)    1193.71  (feet)  COMP
 MA0331  MODELED GRAV-     980,182.3   (mgal)                       NAVD 88
 MA0331
 MA0331  VERT ORDER  -  SECOND    CLASS 0
 MA0331
 MA0331.The horizontal coordinates were scaled from a topographic map and have
 MA0331.an estimated accuracy of +/- 6 seconds.
 MA0331
 MA0331.The orthometric height was determined by differential leveling
 MA0331.and adjusted by the National Geodetic Survey in June 1991..
 MA0331
 MA0331.The geoid height was determined by GEOID03.
 MA0331
 MA0331.The dynamic height is computed by dividing the NAVD 88
 MA0331.geopotential number by the normal gravity value computed on the
 MA0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0331.degrees latitude (g = 980.6199 gals.).
 MA0331
 MA0331.The modeled gravity was interpolated from observed gravity values.
 MA0331
 MA0331;                    North         East    Units  Estimated Accuracy
 MA0331;SPC PA N     -   145,190.      550,000.      MT  (+/- 180 meters Scaled)
 MA0331
 MA0331                          SUPERSEDED SURVEY CONTROL
 MA0331
 MA0331  NGVD 29 (??/??/92)  364.158  (m)         1194.74   (f) ADJ UNCH    2 0
 MA0331
 MA0331.Superseded values are not recommended for survey control.
 MA0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0331.See file dsdata.txt to determine how the superseded data were derived.
 MA0331
 MA0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF213946(NAD 83)
 MA0331_MARKER: DB = BENCH MARK DISK
 MA0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0331_STAMPING: G 26 1934
 MA0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0331+STABILITY: SURFACE MOTION
 MA0331
 MA0331  HISTORY     - Date     Condition        Report By
 MA0331  HISTORY     - 1934     MONUMENTED       CGS
 MA0331
 MA0331                          STATION DESCRIPTION
 MA0331
 MA0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0331'6.5 MI W FROM EMPORIUM.
 MA0331'6.5 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM EMPORIUM,
 MA0331'CAMERON COUNTY, ABOUT 2,700 FEET WEST OF MILEPOST 143, 75
 MA0331'FEET SOUTH OF THE HOPKINS FARMHOUSE, 17 FEET NORTH OF THE CENTER
 MA0331'LINE OF THE TRACK, AND ABOUT 1/2 FOOT LOWER THAN THE RAIL, SET
 MA0331'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2645 ***********************************************************************
 KV2645  DESIGNATION -  G 260 PADH
 KV2645  PID         -  KV2645
 KV2645  STATE/COUNTY-  PA/LEHIGH
 KV2645  USGS QUAD   -  TOPTON (1992)
 KV2645
 KV2645                         *CURRENT SURVEY CONTROL
 KV2645  ___________________________________________________________________
 KV2645* NAD 83(1986)-  40 34 31.     (N)    075 39 30.     (W)     SCALED    
 KV2645* NAVD 88     -       153.153  (meters)     502.47   (feet)  ADJUSTED  
 KV2645  ___________________________________________________________________
 KV2645  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 KV2645  DYNAMIC HT  -         153.075 (meters)     502.21  (feet)  COMP
 KV2645  MODELED GRAV-     980,113.5   (mgal)                       NAVD 88
 KV2645
 KV2645  VERT ORDER  -  SECOND    CLASS 0
 KV2645
 KV2645.The horizontal coordinates were scaled from a topographic map and have
 KV2645.an estimated accuracy of +/- 6 seconds.
 KV2645
 KV2645.The orthometric height was determined by differential leveling
 KV2645.and adjusted by the National Geodetic Survey in June 1991..
 KV2645
 KV2645.The geoid height was determined by GEOID03.
 KV2645
 KV2645.The dynamic height is computed by dividing the NAVD 88
 KV2645.geopotential number by the normal gravity value computed on the
 KV2645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2645.degrees latitude (g = 980.6199 gals.).
 KV2645
 KV2645.The modeled gravity was interpolated from observed gravity values.
 KV2645
 KV2645;                    North         East    Units  Estimated Accuracy
 KV2645;SPC PA S     -   140,000.      777,080.      MT  (+/- 180 meters Scaled)
 KV2645
 KV2645                          SUPERSEDED SURVEY CONTROL
 KV2645
 KV2645  NGVD 29 (??/??/??)  153.354  (m)          503.13   (f) ADJUSTED    2 0
 KV2645
 KV2645.Superseded values are not recommended for survey control.
 KV2645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2645.See file dsdata.txt to determine how the superseded data were derived.
 KV2645
 KV2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK442918(NAD 83)
 KV2645_MARKER: DD = SURVEY DISK
 KV2645_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2645_SP_SET: BRIDGE
 KV2645_STAMPING: G 260
 KV2645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2645
 KV2645  HISTORY     - Date     Condition        Report By
 KV2645  HISTORY     - 1960     MONUMENTED       PADH
 KV2645  HISTORY     - 1960     GOOD             CGS
 KV2645  HISTORY     - 1990     GOOD             USPSQD
 KV2645  HISTORY     - 20030102 GOOD             USPSQD
 KV2645  HISTORY     - 20030102 GOOD             USPSQD
 KV2645
 KV2645                          STATION DESCRIPTION
 KV2645
 KV2645'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2645'1.8 MI W FROM FOGELSVILLE.
 KV2645'1.8 MILES WEST ALONG U.S. HIGHWAY 22 FROM THE FOGELSVILLE
 KV2645'INTERCHANGE AT FOGELSVILLE, SET ON TOP OF THE SOUTH END OF THE
 KV2645'EAST CONCRETE GUARD RAIL OF A LARGE COUNTY ROAD BRIDGE OVER U.S.
 KV2645'HIGHWAY 22, 15 FEET EAST OF THE CENTER LINE OF THE ROAD AND
 KV2645'BRIDGE, 3.8 FEET NORTH OF THE SOUTH END OF THE RAILING AND 2 FEET
 KV2645'ABOVE THE LEVEL OF THE ROAD.
 KV2645
 KV2645                          STATION RECOVERY (1990)
 KV2645
 KV2645'RECOVERY NOTE BY US POWER SQUADRON 1990 (MWD)
 KV2645'RECOVERED IN GOOD CONDITION.
 KV2645
 KV2645                          STATION RECOVERY (2003)
 KV2645
 KV2645'RECOVERY NOTE BY US POWER SQUADRON 2003 (DC)
 KV2645'RECOVERED IN GOOD CONDITION.
 KV2645
 KV2645                          STATION RECOVERY (2003)
 KV2645
 KV2645'RECOVERY NOTE BY US POWER SQUADRON 2003 (DC)
 KV2645'ON THE BRIDGE ON WHICH ADAMS ROAD CROSSES INTERSTATE HIGHWAY 78, ON
 KV2645'THE TOP OF THE SOUTH END OF THE EAST CONCRETE GUARD RAIL, 15 FEET EAST
 KV2645'OF THE CENTERLINE OF THE ROAD, 3.8 FEET NORTH OF THE SOUTH END OF THE
 KV2645'GUARDRAIL AND 2.4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0272 ***********************************************************************
 KY0272  DESIGNATION -  G 263
 KY0272  PID         -  KY0272
 KY0272  STATE/COUNTY-  PA/ALLEGHENY
 KY0272  USGS QUAD   -  AMBRIDGE (1990)
 KY0272
 KY0272                         *CURRENT SURVEY CONTROL
 KY0272  ___________________________________________________________________
 KY0272* NAD 83(1986)-  40 31 46.     (N)    080 12 22.     (W)     SCALED    
 KY0272* NAVD 88     -       249.375  (meters)     818.16   (feet)  ADJUSTED  
 KY0272  ___________________________________________________________________
 KY0272  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KY0272  DYNAMIC HT  -         249.245 (meters)     817.73  (feet)  COMP
 KY0272  MODELED GRAV-     980,099.4   (mgal)                       NAVD 88
 KY0272
 KY0272  VERT ORDER  -  SECOND    CLASS 0
 KY0272
 KY0272.The horizontal coordinates were scaled from a topographic map and have
 KY0272.an estimated accuracy of +/- 6 seconds.
 KY0272
 KY0272.The orthometric height was determined by differential leveling
 KY0272.and adjusted by the National Geodetic Survey in June 1991..
 KY0272
 KY0272.The geoid height was determined by GEOID03.
 KY0272
 KY0272.The dynamic height is computed by dividing the NAVD 88
 KY0272.geopotential number by the normal gravity value computed on the
 KY0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0272.degrees latitude (g = 980.6199 gals.).
 KY0272
 KY0272.The modeled gravity was interpolated from observed gravity values.
 KY0272
 KY0272;                    North         East    Units  Estimated Accuracy
 KY0272;SPC PA S     -   135,700.      391,930.      MT  (+/- 180 meters Scaled)
 KY0272
 KY0272                          SUPERSEDED SURVEY CONTROL
 KY0272
 KY0272  NGVD 29 (??/??/92)  249.522  (m)          818.64   (f) ADJ UNCH    2 0
 KY0272
 KY0272.Superseded values are not recommended for survey control.
 KY0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0272.See file dsdata.txt to determine how the superseded data were derived.
 KY0272
 KY0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE672868(NAD 83)
 KY0272_MARKER: DB = BENCH MARK DISK
 KY0272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0272_SP_SET: CULVERT
 KY0272_STAMPING: G 263 1963
 KY0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0272
 KY0272  HISTORY     - Date     Condition        Report By
 KY0272  HISTORY     - 1963     MONUMENTED       CGS
 KY0272
 KY0272                          STATION DESCRIPTION
 KY0272
 KY0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 KY0272'1.3 MI S FROM SEWICKLEY.
 KY0272'TO REACH THIS MARK FROM THE INTERSECTION OF THE SOUTH END OF THE
 KY0272'SEWICKLEY BRIDGE, CROSSING THE OHIO RIVER, AND PA. ROUTE 51,
 KY0272'PROCEED NORTHWEST ON ROUTE 51 0.7 MILE TO FORK IN ROAD.  TAKE
 KY0272'LEFT FORK 0.6 MILE TO A SECOND FORK AND MARK.  MARK IS ON
 KY0272'EAST SIDE OF THE LEFT FORK, AT NORTH END OF HEADWALL OF LARGE
 KY0272'CULVERT.  THE MARK IS A STANDARD BRONZE DISK SET IN DRILL HOLE
 KY0272'AND FLUSH WITH REINFORCED CONCRETE HEADWALL.  IT IS ABOUT 4
 KY0272'FT. LOWER THAN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2121 ***********************************************************************
 KW2121  DESIGNATION -  G 264 PADH
 KW2121  PID         -  KW2121
 KW2121  STATE/COUNTY-  PA/CUMBERLAND
 KW2121  USGS QUAD   -  PLAINFIELD (1975)
 KW2121
 KW2121                         *CURRENT SURVEY CONTROL
 KW2121  ___________________________________________________________________
 KW2121* NAD 83(1986)-  40 10 58.     (N)    077 15 32.     (W)     SCALED    
 KW2121* NAVD 88     -       144.846  (meters)     475.22   (feet)  ADJUSTED  
 KW2121  ___________________________________________________________________
 KW2121  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 KW2121  DYNAMIC HT  -         144.771 (meters)     474.97  (feet)  COMP
 KW2121  MODELED GRAV-     980,106.4   (mgal)                       NAVD 88
 KW2121
 KW2121  VERT ORDER  -  FIRST     CLASS II
 KW2121
 KW2121.The horizontal coordinates were scaled from a topographic map and have
 KW2121.an estimated accuracy of +/- 6 seconds.
 KW2121
 KW2121.The orthometric height was determined by differential leveling
 KW2121.and adjusted by the National Geodetic Survey in June 1991..
 KW2121
 KW2121.The geoid height was determined by GEOID03.
 KW2121
 KW2121.The dynamic height is computed by dividing the NAVD 88
 KW2121.geopotential number by the normal gravity value computed on the
 KW2121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2121.degrees latitude (g = 980.6199 gals.).
 KW2121
 KW2121.The modeled gravity was interpolated from observed gravity values.
 KW2121
 KW2121;                    North         East    Units  Estimated Accuracy
 KW2121;SPC PA S     -    94,430.      641,820.      MT  (+/- 180 meters Scaled)
 KW2121
 KW2121                          SUPERSEDED SURVEY CONTROL
 KW2121
 KW2121  NGVD 29 (??/??/??)  145.052  (m)          475.89   (f) ADJUSTED    1 2
 KW2121
 KW2121.Superseded values are not recommended for survey control.
 KW2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2121.See file dsdata.txt to determine how the superseded data were derived.
 KW2121
 KW2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK076504(NAD 83)
 KW2121_MARKER: DD = SURVEY DISK
 KW2121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2121_SP_SET: BRIDGE
 KW2121_STAMPING: G 264
 KW2121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2121
 KW2121  HISTORY     - Date     Condition        Report By
 KW2121  HISTORY     - UNK      MONUMENTED       PADH
 KW2121  HISTORY     - 1960     GOOD             CGS
 KW2121  HISTORY     - 1979     GOOD             NGS
 KW2121  HISTORY     - 20050822 MARK NOT FOUND   GEOCAC
 KW2121
 KW2121                          STATION DESCRIPTION
 KW2121
 KW2121'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2121'4.8 MI SSW FROM CARLISLE.
 KW2121'ABOUT 0.55 MILE SOUTH OF THE JUNCTION OF COLLEGE STREET AND
 KW2121'U.S. HIGHWAY 11, THENCE 0.95 MILE WEST AND SOUTHWEST ON STATE
 KW2121'HIGHWAY 33 AND WALNUT BOTTOM ROAD, THENCE 1.4 MILE WEST ON
 KW2121'COUNTY ROUTE 469 TO THE INTERSECTION OF LEGISLATIVE ROUTE 21056
 KW2121'THENCE 0.85 MILE NORTH AND NORTHWEST ON LEGISLATIVE ROUTE 21056
 KW2121'TO THE INTERSECTION OF U.S. HIGHWAY 11, THENCE SOUTH SOUTHWEST
 KW2121'1.1 MILE ON U.S. HIGHWAY 11, 21.6 FEET SOUTH OF CENTER LINE OF
 KW2121'U.S. HIGHWAY 11, 46 FEET WEST NORTHWEST OF THE EAST END
 KW2121'OF THE BRIDGE, 58 FEET WEST NORTHWEST OF THE JUNCTION OF MACADAM
 KW2121'ROAD AND U.S. HIGHWAY 11, IT IS SET IN THE SOUTHWEST WING WALL
 KW2121'OF THE BRIDGE, OVER THE ALEXANDERS SPRING CREEK.
 KW2121
 KW2121                          STATION RECOVERY (1979)
 KW2121
 KW2121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2121'RECOVERED IN GOOD CONDITION.
 KW2121
 KW2121                          STATION RECOVERY (2005)
 KW2121
 KW2121'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 KW2121'BRIDGE IS IMMEDIATELY WEST OF SHAG BARK LANE. STATION DISK NOT FOUND.
 KW2121'ALL FOUR WINGWALLS EVIDENCE SERIOUS WEATHERING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0136 ***********************************************************************
 JW0136  DESIGNATION -  G 265
 JW0136  PID         -  JW0136
 JW0136  STATE/COUNTY-  PA/FULTON
 JW0136  USGS QUAD   -  BREEZEWOOD (1982)
 JW0136
 JW0136                         *CURRENT SURVEY CONTROL
 JW0136  ___________________________________________________________________
 JW0136* NAD 83(1986)-  39 55 35.     (N)    078 14 44.     (W)     SCALED    
 JW0136* NAVD 88     -       391.159  (meters)    1283.33   (feet)  ADJUSTED  
 JW0136  ___________________________________________________________________
 JW0136  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JW0136  DYNAMIC HT  -         390.928 (meters)    1282.57  (feet)  COMP
 JW0136  MODELED GRAV-     980,025.5   (mgal)                       NAVD 88
 JW0136
 JW0136  VERT ORDER  -  SECOND    CLASS 0
 JW0136
 JW0136.The horizontal coordinates were scaled from a topographic map and have
 JW0136.an estimated accuracy of +/- 6 seconds.
 JW0136
 JW0136.The orthometric height was determined by differential leveling
 JW0136.and adjusted by the National Geodetic Survey in June 1991..
 JW0136
 JW0136.The geoid height was determined by GEOID03.
 JW0136
 JW0136.The dynamic height is computed by dividing the NAVD 88
 JW0136.geopotential number by the normal gravity value computed on the
 JW0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0136.degrees latitude (g = 980.6199 gals.).
 JW0136
 JW0136.The modeled gravity was interpolated from observed gravity values.
 JW0136
 JW0136;                    North         East    Units  Estimated Accuracy
 JW0136;SPC PA S     -    65,970.      557,640.      MT  (+/- 180 meters Scaled)
 JW0136
 JW0136                          SUPERSEDED SURVEY CONTROL
 JW0136
 JW0136  NGVD 29 (??/??/92)  391.334  (m)         1283.90   (f) ADJ UNCH    2 0
 JW0136
 JW0136.Superseded values are not recommended for survey control.
 JW0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0136.See file dsdata.txt to determine how the superseded data were derived.
 JW0136
 JW0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE353232(NAD 83)
 JW0136_MARKER: DB = BENCH MARK DISK
 JW0136_SETTING: 80 = SET IN A BOULDER
 JW0136_SP_SET: UNSPECIFIED ROCK
 JW0136_STAMPING: G 265 1960
 JW0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0136+STABILITY: SURFACE MOTION
 JW0136
 JW0136  HISTORY     - Date     Condition        Report By
 JW0136  HISTORY     - 1960     MONUMENTED       CGS
 JW0136
 JW0136                          STATION DESCRIPTION
 JW0136
 JW0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JW0136'1.8 MI S FROM CRYSTAL SPRING.
 JW0136'ABOUT 1.8 MILE SOUTH WEST ALONG OLD STATE HY. 126 FROM THE
 JW0136'POST OFFICE IN CRYSTAL SPRING, (BM IS LOCATED ON THE PROPERTY
 JW0136'OF MR. EARL M. AKERS), STANDARD BENCH MARK DISK DRILLED IN
 JW0136'HORIZONTAL IN LARGE ROCK, (APPROXIMATELY 0.1 MILE SOUTH OF
 JW0136'TWO-STORY FRAME HOUSE), 68 FEET NORTH WEST OF THE CENTER OF THE
 JW0136'ROAD, 18 FEET NORTH EAST OF A 24 INCH MAPLE TREE, 58 FEET NORTH
 JW0136'WEST OF TELEPHONE POLE NO. 186.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3285 ***********************************************************************
 JV3285  DESIGNATION -  G 265 X
 JV3285  PID         -  JV3285
 JV3285  STATE/COUNTY-  PA/FRANKLIN
 JV3285  USGS QUAD   -  SCOTLAND (1990)
 JV3285
 JV3285                         *CURRENT SURVEY CONTROL
 JV3285  ___________________________________________________________________
 JV3285* NAD 83(1986)-  39 55 29.     (N)    077 36 48.     (W)     SCALED    
 JV3285* NAVD 88     -       215.114  (meters)     705.75   (feet)  ADJUSTED  
 JV3285  ___________________________________________________________________
 JV3285  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 JV3285  DYNAMIC HT  -         214.990 (meters)     705.35  (feet)  COMP
 JV3285  MODELED GRAV-     980,045.1   (mgal)                       NAVD 88
 JV3285
 JV3285  VERT ORDER  -  SECOND    CLASS 0
 JV3285
 JV3285.The horizontal coordinates were scaled from a topographic map and have
 JV3285.an estimated accuracy of +/- 6 seconds.
 JV3285
 JV3285.The orthometric height was determined by differential leveling
 JV3285.and adjusted by the National Geodetic Survey in June 1991..
 JV3285
 JV3285.The geoid height was determined by GEOID03.
 JV3285
 JV3285.The dynamic height is computed by dividing the NAVD 88
 JV3285.geopotential number by the normal gravity value computed on the
 JV3285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3285.degrees latitude (g = 980.6199 gals.).
 JV3285
 JV3285.The modeled gravity was interpolated from observed gravity values.
 JV3285
 JV3285;                    North         East    Units  Estimated Accuracy
 JV3285;SPC PA S     -    65,670.      611,680.      MT  (+/- 180 meters Scaled)
 JV3285
 JV3285                          SUPERSEDED SURVEY CONTROL
 JV3285
 JV3285  NGVD 29 (??/??/??)  215.292  (m)          706.34   (f) ADJUSTED    2 0
 JV3285
 JV3285.Superseded values are not recommended for survey control.
 JV3285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3285.See file dsdata.txt to determine how the superseded data were derived.
 JV3285
 JV3285_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK766226(NAD 83)
 JV3285_MARKER: DB = BENCH MARK DISK
 JV3285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV3285_SP_SET: CULVERT
 JV3285_STAMPING: G 265X 1960
 JV3285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV3285
 JV3285  HISTORY     - Date     Condition        Report By
 JV3285  HISTORY     - 1960     MONUMENTED       CGS
 JV3285  HISTORY     - 19901029 MARK NOT FOUND   USGS
 JV3285
 JV3285                          STATION DESCRIPTION
 JV3285
 JV3285'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JV3285'1.8 MI E FROM CHAMBERSBURG.
 JV3285'ABOUT 1.8 MILE EAST ALONG U.S. 30 FROM THE INTERSECTION OF COLDBROOK
 JV3285'AVE. AND U.S. 30 EAST OF CHAMBERSBURG, STANDARD BENCH MARK DISK
 JV3285'DRILLED IN HORIZONTAL IN CONCRETE WALL OF DRAIN CULVERT, 27 FEET
 JV3285'NORTH-NORTHEAST OF THE CENTERLINE OF U.S. HY. 30, 22 FEET EAST OF
 JV3285'THE ENTRANCE TO CARLS MARKET, 3 FEET SOUTH OF THE SOUTH EDGE OF THE
 JV3285'PARKING LOT.
 JV3285
 JV3285                          STATION RECOVERY (1990)
 JV3285
 JV3285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (BJS)
 JV3285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3314 ***********************************************************************
 JV3314  DESIGNATION -  G 266
 JV3314  PID         -  JV3314
 JV3314  STATE/COUNTY-  PA/FRANKLIN
 JV3314  USGS QUAD   -  GREENCASTLE (1990)
 JV3314
 JV3314                         *CURRENT SURVEY CONTROL
 JV3314  ___________________________________________________________________
 JV3314* NAD 83(1986)-  39 46 57.     (N)    077 43 42.     (W)     SCALED    
 JV3314* NAVD 88     -       180.228  (meters)     591.30   (feet)  ADJUSTED  
 JV3314  ___________________________________________________________________
 JV3314  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 JV3314  DYNAMIC HT  -         180.123 (meters)     590.95  (feet)  COMP
 JV3314  MODELED GRAV-     980,044.1   (mgal)                       NAVD 88
 JV3314
 JV3314  VERT ORDER  -  FIRST     CLASS II
 JV3314
 JV3314.The horizontal coordinates were scaled from a topographic map and have
 JV3314.an estimated accuracy of +/- 6 seconds.
 JV3314
 JV3314.The orthometric height was determined by differential leveling
 JV3314.and adjusted by the National Geodetic Survey in June 1991..
 JV3314
 JV3314.The geoid height was determined by GEOID03.
 JV3314
 JV3314.The dynamic height is computed by dividing the NAVD 88
 JV3314.geopotential number by the normal gravity value computed on the
 JV3314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3314.degrees latitude (g = 980.6199 gals.).
 JV3314
 JV3314.The modeled gravity was interpolated from observed gravity values.
 JV3314
 JV3314;                    North         East    Units  Estimated Accuracy
 JV3314;SPC PA S     -    49,870.      601,860.      MT  (+/- 180 meters Scaled)
 JV3314
 JV3314                          SUPERSEDED SURVEY CONTROL
 JV3314
 JV3314  NGVD 29 (??/??/??)  180.420  (m)          591.93   (f) ADJUSTED    1 2
 JV3314
 JV3314.Superseded values are not recommended for survey control.
 JV3314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3314.See file dsdata.txt to determine how the superseded data were derived.
 JV3314
 JV3314_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK663071(NAD 83)
 JV3314_MARKER: DB = BENCH MARK DISK
 JV3314_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV3314_SP_SET: CULVERT
 JV3314_STAMPING: G 266 1960
 JV3314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV3314
 JV3314  HISTORY     - Date     Condition        Report By
 JV3314  HISTORY     - 1960     MONUMENTED       CGS
 JV3314  HISTORY     - 1979     GOOD             NGS
 JV3314  HISTORY     - 20050823 GOOD             GEOCAC
 JV3314
 JV3314                          STATION DESCRIPTION
 JV3314
 JV3314'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JV3314'IN GREENCASTLE.
 JV3314'LOCATED AT THE INTERSECTION OF WASHINGTON ST. AND MAPLE ST.
 JV3314'IN GREENCASTLE 19 FEET EAST OF THE CENTERLINE OF WASHINGTON
 JV3314'ST., 37 FEET NORTH EAST OF THE CENTER LINE OF MAPLE ST., 2 FEET
 JV3314'WEST OF POWER POLE NO. 444, STANDARD BENCH MARK DISK DRILLED
 JV3314'IN HORIZONTAL IN TOP OF CONCRETE DRAIN CULVERT, 60 FEET
 JV3314'WEST-NORTH WEST OF BRICK HOUSE NUMBER 482 WASHINGTON, ST.
 JV3314
 JV3314                          STATION RECOVERY (1979)
 JV3314
 JV3314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV3314'RECOVERED IN GOOD CONDITION.
 JV3314
 JV3314                          STATION RECOVERY (2005)
 JV3314
 JV3314'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 JV3314'LOCATED GENERALLY AS DESCRIBED IN THE TOP OF A STORM SEWER IN FRONT OF
 JV3314'THE HOUSE AT 482 WASHINGTON AVENUE. POWER POLE 444 HAS BEEN REMOVED.
 JV3314'MARK IS ABOUT 9 FEET NORTHWEST OF POLE W41169.
 JV3314' 
 JV3314'HANDHELD GPS COORDINATES -- 39 46 57.9 (N), 077 43 43.9 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2666 ***********************************************************************
 KV2666  DESIGNATION -  G 267 PADH
 KV2666  PID         -  KV2666
 KV2666  STATE/COUNTY-  PA/LEHIGH
 KV2666  USGS QUAD   -  ALLENTOWN WEST (1992)
 KV2666
 KV2666                         *CURRENT SURVEY CONTROL
 KV2666  ___________________________________________________________________
 KV2666* NAD 83(1986)-  40 36 34.     (N)    075 31 54.     (W)     SCALED    
 KV2666* NAVD 88     -       124.959  (meters)     409.97   (feet)  ADJUSTED  
 KV2666  ___________________________________________________________________
 KV2666  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 KV2666  DYNAMIC HT  -         124.897 (meters)     409.77  (feet)  COMP
 KV2666  MODELED GRAV-     980,128.4   (mgal)                       NAVD 88
 KV2666
 KV2666  VERT ORDER  -  SECOND    CLASS 0
 KV2666
 KV2666.The horizontal coordinates were scaled from a topographic map and have
 KV2666.an estimated accuracy of +/- 6 seconds.
 KV2666
 KV2666.The orthometric height was determined by differential leveling
 KV2666.and adjusted by the National Geodetic Survey in June 1991..
 KV2666
 KV2666.The geoid height was determined by GEOID03.
 KV2666
 KV2666.The dynamic height is computed by dividing the NAVD 88
 KV2666.geopotential number by the normal gravity value computed on the
 KV2666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2666.degrees latitude (g = 980.6199 gals.).
 KV2666
 KV2666.The modeled gravity was interpolated from observed gravity values.
 KV2666
 KV2666;                    North         East    Units  Estimated Accuracy
 KV2666;SPC PA S     -   144,050.      787,710.      MT  (+/- 180 meters Scaled)
 KV2666
 KV2666                          SUPERSEDED SURVEY CONTROL
 KV2666
 KV2666  NGVD 29 (??/??/??)  125.170  (m)          410.66   (f) ADJUSTED    2 0
 KV2666
 KV2666.Superseded values are not recommended for survey control.
 KV2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2666.See file dsdata.txt to determine how the superseded data were derived.
 KV2666
 KV2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK550955(NAD 83)
 KV2666_MARKER: DD = SURVEY DISK
 KV2666_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2666_SP_SET: BRIDGE SEAT
 KV2666_STAMPING: G 267
 KV2666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2666
 KV2666  HISTORY     - Date     Condition        Report By
 KV2666  HISTORY     - 1960     MONUMENTED       PADH
 KV2666  HISTORY     - 1960     GOOD             CGS
 KV2666  HISTORY     - 19950408 GOOD             USPSQD
 KV2666  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KV2666
 KV2666                          STATION DESCRIPTION
 KV2666
 KV2666'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2666'1.6 MI E FROM ALLENTOWN.
 KV2666'1.6 MILES EAST ALONG U.S. HIGHWAY 22 FROM ITS INTERSECTION WITH
 KV2666'U.S. HIGHWAY 309, 222 AND STATE HIGHWAY 29 NEAR THE NORTHWEST PART
 KV2666'OF THE CITY OF ALLENTOWN, ON TOP OF THE EAST END OF THE SOUTH
 KV2666'BRIDGE SEAT OF THE LARGE CEDAR CREST AVENUE BRIDGE OVER U.S.
 KV2666'HIGHWAY 22, 32.2 FEET EAST OF THE CENTER LINE OF THE AVENUE,
 KV2666'6.2 FEET NORTH OF THE SOUTH END OF THE EAST CONCRETE GUARDRAIL
 KV2666'OF THE BRIDGE, 2.5 FEET BELOW THE TOP OF THE EAST CURB AND ABOUT
 KV2666'2 FEET BELOW THE LEVEL OF THE AVENUE.
 KV2666
 KV2666                          STATION RECOVERY (1995)
 KV2666
 KV2666'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV2666'RECOVERED IN GOOD CONDITION.
 KV2666
 KV2666                          STATION RECOVERY (2001)
 KV2666
 KV2666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV2666'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1750 ***********************************************************************
 KV1750  DESIGNATION -  G 268 PADH
 KV1750  PID         -  KV1750
 KV1750  STATE/COUNTY-  PA/LEHIGH
 KV1750  USGS QUAD   -  HELLERTOWN (1992)
 KV1750
 KV1750                         *CURRENT SURVEY CONTROL
 KV1750  ___________________________________________________________________
 KV1750* NAD 83(1986)-  40 34 25.     (N)    075 22 09.     (W)     SCALED    
 KV1750* NAVD 88     -       100.954  (meters)     331.21   (feet)  ADJUSTED  
 KV1750  ___________________________________________________________________
 KV1750  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 KV1750  DYNAMIC HT  -         100.904 (meters)     331.05  (feet)  COMP
 KV1750  MODELED GRAV-     980,133.0   (mgal)                       NAVD 88
 KV1750
 KV1750  VERT ORDER  -  SECOND    CLASS 0
 KV1750
 KV1750.The horizontal coordinates were scaled from a topographic map and have
 KV1750.an estimated accuracy of +/- 6 seconds.
 KV1750
 KV1750.The orthometric height was determined by differential leveling
 KV1750.and adjusted by the National Geodetic Survey in June 1991..
 KV1750
 KV1750.The geoid height was determined by GEOID03.
 KV1750
 KV1750.The dynamic height is computed by dividing the NAVD 88
 KV1750.geopotential number by the normal gravity value computed on the
 KV1750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1750.degrees latitude (g = 980.6199 gals.).
 KV1750
 KV1750.The modeled gravity was interpolated from observed gravity values.
 KV1750
 KV1750;                    North         East    Units  Estimated Accuracy
 KV1750;SPC PA S     -   140,430.      801,570.      MT  (+/- 180 meters Scaled)
 KV1750
 KV1750                          SUPERSEDED SURVEY CONTROL
 KV1750
 KV1750  NGVD 29 (??/??/??)  101.180  (m)          331.95   (f) ADJUSTED    2 0
 KV1750
 KV1750.Superseded values are not recommended for survey control.
 KV1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1750.See file dsdata.txt to determine how the superseded data were derived.
 KV1750
 KV1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK687914(NAD 83)
 KV1750_MARKER: DD = SURVEY DISK
 KV1750_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1750_SP_SET: BRIDGE
 KV1750_STAMPING: G 268
 KV1750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1750
 KV1750  HISTORY     - Date     Condition        Report By
 KV1750  HISTORY     - 1960     MONUMENTED       PADH
 KV1750  HISTORY     - 1960     GOOD             CGS
 KV1750  HISTORY     - 1964     GOOD             CGS
 KV1750  HISTORY     - 19910711 GOOD             USPSQD
 KV1750  HISTORY     - 20020128 GOOD             USPSQD
 KV1750  HISTORY     - 20060227 GOOD             PADT
 KV1750
 KV1750                          STATION DESCRIPTION
 KV1750
 KV1750'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV1750'2 MI E FROM FRIENDSVILLE.
 KV1750'1.6 MILES EAST ALONG COUNTY HIGHWAY 39002 FROM THE CROSSROAD
 KV1750'INTERSECTION AT THE SOUTH EDGE OF FRIENDSVILLE TO THE INTERSECTION
 KV1750'OF COUNTY HIGHWAY 48003, THENCE NORTH 0.35 MILE ALONG COUNTY
 KV1750'HIGHWAY 48003, 22.6 FEET EAST OF THE CENTERLINE OF COUNTY HIGHWAY
 KV1750'48003, 30 INCHES NORTH OF THE SOUTH END OF THE EAST CONCRETE
 KV1750'BANISTER AND IS ABOUT 6 INCHES ABOVE THE LEVEL OF THE SURFACE OF
 KV1750'THE BRIDGE FLOOR AND SURFACE OF THE HIGHWAY.  SET IN TOP OF THE
 KV1750'SOUTHEAST CONCRETE WINGWALL OF A 32.0 FOOT WIDE CONCRETE BRIDGE
 KV1750'OF COUNTY HIGHWAY 48003 OVER A CREEK.
 KV1750
 KV1750                          STATION RECOVERY (1964)
 KV1750
 KV1750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV1750'RECOVERED IN GOOD CONDITION.
 KV1750
 KV1750                          STATION RECOVERY (1991)
 KV1750
 KV1750'RECOVERY NOTE BY US POWER SQUADRON 1991 (NS)
 KV1750'RECOVERED IN GOOD CONDITION.
 KV1750
 KV1750                          STATION RECOVERY (2002)
 KV1750
 KV1750'RECOVERY NOTE BY US POWER SQUADRON 2002 (NCS)
 KV1750'RECOVERED IN GOOD CONDITION.
 KV1750
 KV1750                          STATION RECOVERY (2006)
 KV1750
 KV1750'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (SQ)
 KV1750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1682 ***********************************************************************
 KV1682  DESIGNATION -  G 269 PADH
 KV1682  PID         -  KV1682
 KV1682  STATE/COUNTY-  PA/NORTHAMPTON
 KV1682  USGS QUAD   -  EASTON (1994)
 KV1682
 KV1682                         *CURRENT SURVEY CONTROL
 KV1682  ___________________________________________________________________
 KV1682* NAD 83(1986)-  40 41 43.     (N)    075 13 43.     (W)     SCALED    
 KV1682* NAVD 88     -        81.832  (meters)     268.48   (feet)  ADJUSTED  
 KV1682  ___________________________________________________________________
 KV1682  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KV1682  DYNAMIC HT  -          81.794 (meters)     268.35  (feet)  COMP
 KV1682  MODELED GRAV-     980,153.0   (mgal)                       NAVD 88
 KV1682
 KV1682  VERT ORDER  -  SECOND    CLASS 0
 KV1682
 KV1682.The horizontal coordinates were scaled from a topographic map and have
 KV1682.an estimated accuracy of +/- 6 seconds.
 KV1682
 KV1682.The orthometric height was determined by differential leveling
 KV1682.and adjusted by the National Geodetic Survey in June 1991..
 KV1682
 KV1682.The geoid height was determined by GEOID03.
 KV1682
 KV1682.The dynamic height is computed by dividing the NAVD 88
 KV1682.geopotential number by the normal gravity value computed on the
 KV1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1682.degrees latitude (g = 980.6199 gals.).
 KV1682
 KV1682.The modeled gravity was interpolated from observed gravity values.
 KV1682
 KV1682;                    North         East    Units  Estimated Accuracy
 KV1682;SPC PA S     -   154,270.      813,080.      MT  (+/- 180 meters Scaled)
 KV1682
 KV1682                          SUPERSEDED SURVEY CONTROL
 KV1682
 KV1682  NGVD 29 (??/??/??)   82.043  (m)          269.17   (f) ADJUSTED    2 0
 KV1682
 KV1682.Superseded values are not recommended for survey control.
 KV1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1682.See file dsdata.txt to determine how the superseded data were derived.
 KV1682
 KV1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL806049(NAD 83)
 KV1682_MARKER: DD = SURVEY DISK
 KV1682_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1682_SP_SET: BRIDGE
 KV1682_STAMPING: G 269 1960
 KV1682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1682
 KV1682  HISTORY     - Date     Condition        Report By
 KV1682  HISTORY     - 1960     MONUMENTED       PADH
 KV1682  HISTORY     - 1961     GOOD             CGS
 KV1682  HISTORY     - 19940806 GOOD             USPSQD
 KV1682  HISTORY     - 20021117 GOOD             USPSQD
 KV1682
 KV1682                          STATION DESCRIPTION
 KV1682
 KV1682'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV1682'1.8 MI W FROM EASTON.
 KV1682'1.8 MILE WEST ALONG U.S. HY. 22 FROM WHERE HY. 22 GOES OVER 3RD
 KV1682'ST. IN EASTON, SET IN TOP OF THE SOUTH EAST WINGWALL OF A 60
 KV1682'FOOT BRIDGE OVER N. 13TH. ST., 24 FEET SOUTH EAST OF THE
 KV1682'CENTERLINE OF THE EAST BOUND LANE, 42 FEET SOUTH EAST OF THE
 KV1682'CENTERLINE OF U.S. HY. 22, PENNSYLVANIA DEPARTMENT OF HIGHWAYS DISK
 KV1682'DRILLED IN HORIZONTAL, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 KV1682'STAMPED G 269 1960.
 KV1682
 KV1682                          STATION RECOVERY (1994)
 KV1682
 KV1682'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1682'RECOVERED IN GOOD CONDITION.
 KV1682
 KV1682                          STATION RECOVERY (2002)
 KV1682
 KV1682'RECOVERY NOTE BY US POWER SQUADRON 2002 (ML)
 KV1682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0304 ***********************************************************************
 MA0304  DESIGNATION -  G 27
 MA0304  PID         -  MA0304
 MA0304  STATE/COUNTY-  PA/POTTER
 MA0304  USGS QUAD   -  FIRST FORK (1989)
 MA0304
 MA0304                         *CURRENT SURVEY CONTROL
 MA0304  ___________________________________________________________________
 MA0304* NAD 83(1986)-  41 29 42.     (N)    078 02 41.     (W)     SCALED    
 MA0304* NAVD 88     -       312.998  (meters)    1026.89   (feet)  ADJUSTED  
 MA0304  ___________________________________________________________________
 MA0304  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 MA0304  DYNAMIC HT  -         312.856 (meters)    1026.43  (feet)  COMP
 MA0304  MODELED GRAV-     980,162.3   (mgal)                       NAVD 88
 MA0304
 MA0304  VERT ORDER  -  SECOND    CLASS 0
 MA0304
 MA0304.The horizontal coordinates were scaled from a topographic map and have
 MA0304.an estimated accuracy of +/- 6 seconds.
 MA0304
 MA0304.The orthometric height was determined by differential leveling
 MA0304.and adjusted by the National Geodetic Survey in June 1991..
 MA0304
 MA0304.The geoid height was determined by GEOID03.
 MA0304
 MA0304.The dynamic height is computed by dividing the NAVD 88
 MA0304.geopotential number by the normal gravity value computed on the
 MA0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0304.degrees latitude (g = 980.6199 gals.).
 MA0304
 MA0304.The modeled gravity was interpolated from observed gravity values.
 MA0304
 MA0304;                    North         East    Units  Estimated Accuracy
 MA0304;SPC PA N     -   147,560.      575,390.      MT  (+/- 180 meters Scaled)
 MA0304
 MA0304                          SUPERSEDED SURVEY CONTROL
 MA0304
 MA0304  NGVD 29 (??/??/92)  313.150  (m)         1027.39   (f) ADJ UNCH    2 0
 MA0304
 MA0304.Superseded values are not recommended for survey control.
 MA0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0304.See file dsdata.txt to determine how the superseded data were derived.
 MA0304
 MA0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF466979(NAD 83)
 MA0304_MARKER: DB = BENCH MARK DISK
 MA0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0304_STAMPING: G 27 1934
 MA0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0304+STABILITY: SURFACE MOTION
 MA0304
 MA0304  HISTORY     - Date     Condition        Report By
 MA0304  HISTORY     - 1934     MONUMENTED       CGS
 MA0304
 MA0304                          STATION DESCRIPTION
 MA0304
 MA0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0304'3.7 MI S FROM WHARTON.
 MA0304'ABOUT 3.7 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MA0304'WHARTON, POTTER COUNTY, ABOUT 346 FEET SOUTH OF MILEPOST 107,
 MA0304'ABOUT 70 FEET WEST OF A FOOTBRIDGE, 8 FEET NORTH OF THE CENTER
 MA0304'LINE OF A ROAD, 63 FEET EAST OF THE CENTER LINE OF THE TRACK,
 MA0304'AND ABOUT 3 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 MA0304'DISK, STAMPED G 27 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0851 ***********************************************************************
 JU0851  DESIGNATION -  G 270
 JU0851  PID         -  JU0851
 JU0851  STATE/COUNTY-  PA/DELAWARE
 JU0851  USGS QUAD   -  LANSDOWNE (1994)
 JU0851
 JU0851                         *CURRENT SURVEY CONTROL
 JU0851  ___________________________________________________________________
 JU0851* NAD 83(1986)-  39 55 46.     (N)    075 21 05.     (W)     SCALED    
 JU0851* NAVD 88     -        90.946  (meters)     298.38   (feet)  ADJUSTED  
 JU0851  ___________________________________________________________________
 JU0851  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JU0851  DYNAMIC HT  -          90.905 (meters)     298.24  (feet)  COMP
 JU0851  MODELED GRAV-     980,167.8   (mgal)                       NAVD 88
 JU0851
 JU0851  VERT ORDER  -  SECOND    CLASS 0
 JU0851
 JU0851.The horizontal coordinates were scaled from a topographic map and have
 JU0851.an estimated accuracy of +/- 6 seconds.
 JU0851
 JU0851.The orthometric height was determined by differential leveling
 JU0851.and adjusted by the National Geodetic Survey in June 1991..
 JU0851
 JU0851.The geoid height was determined by GEOID03.
 JU0851
 JU0851.The dynamic height is computed by dividing the NAVD 88
 JU0851.geopotential number by the normal gravity value computed on the
 JU0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0851.degrees latitude (g = 980.6199 gals.).
 JU0851
 JU0851.The modeled gravity was interpolated from observed gravity values.
 JU0851
 JU0851;                    North         East    Units  Estimated Accuracy
 JU0851;SPC PA S     -    68,970.      805,010.      MT  (+/- 180 meters Scaled)
 JU0851
 JU0851                          SUPERSEDED SURVEY CONTROL
 JU0851
 JU0851  NGVD 29 (??/??/??)   91.286  (m)          299.49   (f) ADJUSTED    2 0
 JU0851
 JU0851.Superseded values are not recommended for survey control.
 JU0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0851.See file dsdata.txt to determine how the superseded data were derived.
 JU0851
 JU0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK699199(NAD 83)
 JU0851_MARKER: DB = BENCH MARK DISK
 JU0851_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0851_SP_SET: CULVERT
 JU0851_STAMPING: G 270 1961
 JU0851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0851
 JU0851  HISTORY     - Date     Condition        Report By
 JU0851  HISTORY     - 1961     MONUMENTED       CGS
 JU0851  HISTORY     - 1984     GOOD             USPSQD
 JU0851  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0851  HISTORY     - 1988     GOOD             USPSQD
 JU0851  HISTORY     - 19910417 GOOD             USPSQD
 JU0851  HISTORY     - 20010123 GOOD             PADT
 JU0851
 JU0851                          STATION DESCRIPTION
 JU0851
 JU0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0851'2 MI N FROM SWARTHMORE.
 JU0851'1.95 MILE NORTH ALONG STATE HY. 320 FROM THE SWARTHMORE RAILROAD
 JU0851'STATION, SET IN TOP AND 1 FOOT EAST OF THE WEST END OF AN L
 JU0851'SHAPED CULVERT, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AT
 JU0851'THE JUNCTION OF W. SPROUL RD. AND KENNERLY RD., IN THE SOUTH
 JU0851'EAST CORNER OF THE INTERSECTION, SOUTH OF THE CENTERLINE OF
 JU0851'KENNERLY RD., EAST OF THE CENTERLINE OF SPROUL RD. (HY. 320).
 JU0851'STANDARD BENCH MARK DISK DRILLED IN HORIZONTAL STAMPED G 270 1961
 JU0851
 JU0851                          STATION RECOVERY (1984)
 JU0851
 JU0851'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0851'RECOVERED IN GOOD CONDITION.
 JU0851
 JU0851                          STATION RECOVERY (1987)
 JU0851
 JU0851'RECOVERY NOTE BY US POWER SQUADRON 1987 (REM)
 JU0851'MARK NOT FOUND.
 JU0851
 JU0851                          STATION RECOVERY (1988)
 JU0851
 JU0851'RECOVERY NOTE BY US POWER SQUADRON 1988 (JSS)
 JU0851'RECOVERED IN GOOD CONDITION.
 JU0851
 JU0851                          STATION RECOVERY (1991)
 JU0851
 JU0851'RECOVERY NOTE BY US POWER SQUADRON 1991 (REM)
 JU0851'RECOVERED IN GOOD CONDITION.
 JU0851
 JU0851                          STATION RECOVERY (2001)
 JU0851
 JU0851'RECOVERY NOTE BY PA DEPT OF TRANSP 2001
 JU0851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0097 ***********************************************************************
 MB0097  DESIGNATION -  G 271
 MB0097  PID         -  MB0097
 MB0097  STATE/COUNTY-  PA/CRAWFORD
 MB0097  USGS QUAD   -  MEADVILLE (1990)
 MB0097
 MB0097                         *CURRENT SURVEY CONTROL
 MB0097  ___________________________________________________________________
 MB0097* NAD 83(1986)-  41 40 20.     (N)    080 12 38.     (W)     SCALED    
 MB0097* NAVD 88     -       338.802  (meters)    1111.55   (feet)  ADJUSTED  
 MB0097  ___________________________________________________________________
 MB0097  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 MB0097  DYNAMIC HT  -         338.662 (meters)    1111.09  (feet)  COMP
 MB0097  MODELED GRAV-     980,201.2   (mgal)                       NAVD 88
 MB0097
 MB0097  VERT ORDER  -  SECOND    CLASS 0
 MB0097
 MB0097.The horizontal coordinates were scaled from a topographic map and have
 MB0097.an estimated accuracy of +/- 6 seconds.
 MB0097
 MB0097.The orthometric height was determined by differential leveling
 MB0097.and adjusted by the National Geodetic Survey in June 1991..
 MB0097
 MB0097.The geoid height was determined by GEOID03.
 MB0097
 MB0097.The dynamic height is computed by dividing the NAVD 88
 MB0097.geopotential number by the normal gravity value computed on the
 MB0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0097.degrees latitude (g = 980.6199 gals.).
 MB0097
 MB0097.The modeled gravity was interpolated from observed gravity values.
 MB0097
 MB0097;                    North         East    Units  Estimated Accuracy
 MB0097;SPC PA N     -   170,110.      395,130.      MT  (+/- 180 meters Scaled)
 MB0097
 MB0097                          SUPERSEDED SURVEY CONTROL
 MB0097
 MB0097  NGVD 29 (??/??/92)  338.971  (m)         1112.11   (f) ADJ UNCH    2 0
 MB0097
 MB0097.Superseded values are not recommended for survey control.
 MB0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0097.See file dsdata.txt to determine how the superseded data were derived.
 MB0097
 MB0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG657136(NAD 83)
 MB0097_MARKER: DB = BENCH MARK DISK
 MB0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0097_STAMPING: G 271 1961
 MB0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0097+STABILITY: SURFACE MOTION
 MB0097
 MB0097  HISTORY     - Date     Condition        Report By
 MB0097  HISTORY     - 1961     MONUMENTED       CGS
 MB0097
 MB0097                          STATION DESCRIPTION
 MB0097
 MB0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0097'6.2 MI SW FROM SAEGERTOWN.
 MB0097'ABOUT 0.2 MILE NORTH ALONG U.S. HIGHWAY 19 FROM THE POST OFFICE
 MB0097'IN SAEGERTOWN, THENCE 2.8 MILES WEST ALONG COUNTY HIGHWAY 20054,
 MB0097'THENCE 2.4 MILES SOUTH ALONG TOWNSHIP ROAD 520, THENCE 0.8
 MB0097'MILE WEST ALONG TOWNSHIP ROAD 649, THENCE 1.4 MILES SOUTH ALONG
 MB0097'TOWNSHIP ROAD 516, 90.0 FEET NORTHWEST OF THE CENTER OF THE
 MB0097'INTERSECTION OF COUNTY HIGHWAY 20173 AND TOWNSHIP ROAD 516, 89.0
 MB0097'FEET NORTH OF THE CENTERLINE OF COUNTY HIGHWAY 20173, 30.0
 MB0097'FEET WEST OF THE CENTERLINE OF TOWNSHIP ROAD 516, 1.0 FEET EAST
 MB0097'OF A POWERLINE POLE WITH A TRANSFORMER AND 1.0 FOOT BELOW THE
 MB0097'LEVEL OF THE ROAD.  SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 MB0097'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0138 ***********************************************************************
 MB0138  DESIGNATION -  G 272
 MB0138  PID         -  MB0138
 MB0138  STATE/COUNTY-  PA/ERIE
 MB0138  USGS QUAD   -  EDINBORO NORTH (1977)
 MB0138
 MB0138                         *CURRENT SURVEY CONTROL
 MB0138  ___________________________________________________________________
 MB0138* NAD 83(1986)-  41 53 48.     (N)    080 09 50.     (W)     SCALED    
 MB0138* NAVD 88     -       392.148  (meters)    1286.57   (feet)  ADJUSTED  
 MB0138  ___________________________________________________________________
 MB0138  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 MB0138  DYNAMIC HT  -         391.993 (meters)    1286.06  (feet)  COMP
 MB0138  MODELED GRAV-     980,214.4   (mgal)                       NAVD 88
 MB0138
 MB0138  VERT ORDER  -  SECOND    CLASS 0
 MB0138
 MB0138.The horizontal coordinates were scaled from a topographic map and have
 MB0138.an estimated accuracy of +/- 6 seconds.
 MB0138
 MB0138.The orthometric height was determined by differential leveling
 MB0138.and adjusted by the National Geodetic Survey in June 1991..
 MB0138
 MB0138.The geoid height was determined by GEOID03.
 MB0138
 MB0138.The dynamic height is computed by dividing the NAVD 88
 MB0138.geopotential number by the normal gravity value computed on the
 MB0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0138.degrees latitude (g = 980.6199 gals.).
 MB0138
 MB0138.The modeled gravity was interpolated from observed gravity values.
 MB0138
 MB0138;                    North         East    Units  Estimated Accuracy
 MB0138;SPC PA N     -   194,920.      399,710.      MT  (+/- 180 meters Scaled)
 MB0138
 MB0138                          SUPERSEDED SURVEY CONTROL
 MB0138
 MB0138  NGVD 29 (??/??/92)  392.326  (m)         1287.16   (f) ADJ UNCH    2 0
 MB0138
 MB0138.Superseded values are not recommended for survey control.
 MB0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0138.See file dsdata.txt to determine how the superseded data were derived.
 MB0138
 MB0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG693386(NAD 83)
 MB0138_MARKER: DB = BENCH MARK DISK
 MB0138_SETTING: 80 = SET IN A BOULDER
 MB0138_SP_SET: BOULDER
 MB0138_STAMPING: G 272 1961
 MB0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0138+STABILITY: SURFACE MOTION
 MB0138
 MB0138  HISTORY     - Date     Condition        Report By
 MB0138  HISTORY     - 1961     MONUMENTED       CGS
 MB0138  HISTORY     - 1967     GOOD             NGS
 MB0138  HISTORY     - 20060520 MARK NOT FOUND   USPSQD
 MB0138
 MB0138                          STATION DESCRIPTION
 MB0138
 MB0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0138'3.2 MI NW FROM EDINBORO.
 MB0138'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 99 TO THE JUNCTION OF
 MB0138'U.S. HIGHWAY 6 NORTH AND STATE HIGHWAY 99 FROM THE POST OFFICE IN
 MB0138'EDINBORO, THENCE 2.0 MILES WEST ALONG U.S. HIGHWAY 6N, THENCE
 MB0138'1.2 MILES NORTH ALONG TOWNSHIP ROAD 448, 230 FEET EAST OF THE
 MB0138'CENTERLINE OF TOWNSHIP ROAD 448, 122.4 FEET NORTH OF THE
 MB0138'SOUTHEAST FENCE CORNER OF A PASTURE LANE AND 96.4 FEET SOUTH OF
 MB0138'THE SOUTHWEST CORNER OF THE PASTURE LANE AND 6.0 FEET NORTH OF
 MB0138'A SMALL STREAM.  SET IN A DRILL HOLE IN TOP OF A 5 X 6 FOOT
 MB0138'BOULDER PROJECTING ABOUT 2.0 FEET AND ABOUT 6.0 FEET BELOW THE
 MB0138'LEVEL OF THE ROAD.
 MB0138
 MB0138                          STATION RECOVERY (1967)
 MB0138
 MB0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MB0138'RECOVERED IN GOOD CONDITION.
 MB0138
 MB0138                          STATION RECOVERY (2006)
 MB0138
 MB0138'RECOVERY NOTE BY US POWER SQUADRON 2006 (BB)
 MB0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1737 ***********************************************************************
 MB1737  DESIGNATION -  G 273 RESET
 MB1737  PID         -  MB1737
 MB1737  STATE/COUNTY-  PA/ERIE
 MB1737  USGS QUAD   -  EAST SPRINGFIELD (1990)
 MB1737
 MB1737                         *CURRENT SURVEY CONTROL
 MB1737  ___________________________________________________________________
 MB1737* NAD 83(1986)-  41 56 59.     (N)    080 22 34.     (W)     SCALED    
 MB1737* NAVD 88     -       257.85   (+/-2cm)     846.0    (feet)  VERTCON   
 MB1737  ___________________________________________________________________
 MB1737  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 MB1737
 MB1737  VERT ORDER  -  THIRD (See Below)
 MB1737
 MB1737.The horizontal coordinates were scaled from a topographic map and have
 MB1737.an estimated accuracy of +/- 6 seconds.
 MB1737
 MB1737.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1737.The vertical order pertains to the NGVD 29 superseded value.
 MB1737
 MB1737.The geoid height was determined by GEOID03.
 MB1737
 MB1737;                    North         East    Units  Estimated Accuracy
 MB1737;SPC PA N     -   201,320.      382,290.      MT  (+/- 180 meters Scaled)
 MB1737
 MB1737                          SUPERSEDED SURVEY CONTROL
 MB1737
 MB1737  NGVD 29 (02/24/03)  258.03   (m)          846.6    (f) RESET       3  
 MB1737
 MB1737.Superseded values are not recommended for survey control.
 MB1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1737.See file dsdata.txt to determine how the superseded data were derived.
 MB1737
 MB1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG517443(NAD 83)
 MB1737_MARKER: DB = BENCH MARK DISK
 MB1737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB1737_STAMPING: G 273 PDH RESET 1975
 MB1737_PROJECTION: PROJECTING 15 CENTIMETERS
 MB1737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1737+STABILITY: SURFACE MOTION
 MB1737
 MB1737  HISTORY     - Date     Condition        Report By
 MB1737  HISTORY     - 1975     MONUMENTED       NGS
 MB1737
 MB1737                          STATION DESCRIPTION
 MB1737
 MB1737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 MB1737'5.3 MI SE FROM WEST SPRINGFIELD.
 MB1737'2.1 MILES WEST ALONG INTERSTATE HIGHWAY 90 FROM THE INTERSECTION OF
 MB1737'INTERSTATE HIGHWAY 90 AND STATE HIGHWAY 18 (EXIT 3), 65 FEET SOUTH OF
 MB1737'THE SOUTHEAST CORNER OF A BRIDGE FOR THE EASTBOUND LANE OF I 90, 48
 MB1737'FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD, 24.3 FEET
 MB1737'WEST OF A POWERLINE POLE NUMBERED 36906, AND ABOUT 6 FEET LOWER
 MB1737'THAN THE HIGHWAY AND THERE IS A NEWLY CONSTRUCTED HOUSE TO THE SOUTH
 MB1737'ABOUT 0.05 MILE.
 MB1737'THE MARK IS 2.5 FT  NNE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0072 ***********************************************************************
 ND0072  DESIGNATION -  G 274
 ND0072  PID         -  ND0072
 ND0072  STATE/COUNTY-  PA/ERIE
 ND0072  USGS QUAD   -  ERIE SOUTH (1996)
 ND0072
 ND0072                         *CURRENT SURVEY CONTROL
 ND0072  ___________________________________________________________________
 ND0072* NAD 83(1992)-  42 04 39.25544(N)    080 01 41.14690(W)     ADJUSTED  
 ND0072* NAVD 88     -       353.658  (meters)    1160.29   (feet)  ADJUSTED  
 ND0072  ___________________________________________________________________
 ND0072  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 ND0072  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 ND0072  DYNAMIC HT  -         353.526 (meters)    1159.86  (feet)  COMP
 ND0072  MODELED GRAV-     980,238.0   (mgal)                       NAVD 88
 ND0072
 ND0072  HORZ ORDER  -  THIRD
 ND0072  VERT ORDER  -  SECOND    CLASS 0
 ND0072
 ND0072.The horizontal coordinates were established by classical geodetic methods
 ND0072.and adjusted by the National Geodetic Survey in June 2002..
 ND0072.No horizontal observational check was made to the station.
 ND0072
 ND0072.The orthometric height was determined by differential leveling
 ND0072.and adjusted by the National Geodetic Survey in June 1991..
 ND0072
 ND0072.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0072
 ND0072.The geoid height was determined by GEOID03.
 ND0072
 ND0072.The dynamic height is computed by dividing the NAVD 88
 ND0072.geopotential number by the normal gravity value computed on the
 ND0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0072.degrees latitude (g = 980.6199 gals.).
 ND0072
 ND0072.The modeled gravity was interpolated from observed gravity values.
 ND0072
 ND0072;                    North         East     Units Scale Factor Converg.
 ND0072;SPC PA N     -   214,700.466   411,504.748   MT  1.00002320   -1 30 25.4
 ND0072;SPC PA N     -   704,396.45  1,350,078.49   sFT  1.00002320   -1 30 25.4
 ND0072;UTM  17      - 4,658,845.855   580,393.317   MT  0.99967952   +0 39 04.8
 ND0072
 ND0072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ND0072!SPC PA N     -   0.99994996  x   1.00002320  =   0.99997316
 ND0072!UTM  17      -   0.99994996  x   0.99967952  =   0.99962950
 ND0072
 ND0072                          SUPERSEDED SURVEY CONTROL
 ND0072
 ND0072  NAD 83(1996)-  42 04 39.25663(N)    080 01 41.14721(W) AD(       ) 3
 ND0072  NAD 83(1995)-  42 04 39.25864(N)    080 01 41.14389(W) AD(       ) 3
 ND0072  NAD 83(1986)-  42 04 39.26073(N)    080 01 41.14309(W) AD(       ) 3
 ND0072  NAD 27      -  42 04 39.06400(N)    080 01 41.95230(W) AD(       ) 3
 ND0072  NGVD 29 (??/??/92)  353.876  (m)         1161.01   (f) ADJ UNCH    2 0
 ND0072
 ND0072.Superseded values are not recommended for survey control.
 ND0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0072.See file dsdata.txt to determine how the superseded data were derived.
 ND0072
 ND0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG8039358846(NAD 83)
 ND0072_MARKER: DD = SURVEY DISK
 ND0072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ND0072_SP_SET: BRIDGE
 ND0072_STAMPING: G 274
 ND0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0072
 ND0072  HISTORY     - Date     Condition        Report By
 ND0072  HISTORY     - 1961     MONUMENTED       CGS
 ND0072  HISTORY     - 1961     GOOD             NGS
 ND0072
 ND0072                          STATION DESCRIPTION
 ND0072
 ND0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ND0072'SEE STATION LANG
 ND0072
 ND0072                          STATION RECOVERY (1961)
 ND0072
 ND0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 ND0072'6.5 MI SE FROM ERIE.
 ND0072'ABOUT 3.0 MILES SOUTH OF ERIE CITY LIMITS ALONG U.S. HIGHWAY 19
 ND0072'TO JUNCTION OF INTERSTATE HIGHWAY 90 AND U.S. HIGHWAY 19, THENCE EAST
 ND0072'ALONG INTERSTATE HIGHWAY 90 FOR 3.5 MILES, 23.0 FEET SOUTH OF THE EAST
 ND0072'BOUND LANE OF TRAFFIC, 15.0 EAST OF THE SOUTHWEST CORNER OF THE
 ND0072'BRIDGE. IT IS SET IN THE CONCRETE CURBING OF A 180 FOOT CONCRETE
 ND0072'BRIDGE OVER THE ERIE AND MEADVILLE RAILROAD, ABOUT 6 INCHES ABOVE
 ND0072'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0132 ***********************************************************************
 ND0132  DESIGNATION -  G 274 PADH RESET 1977
 ND0132  PID         -  ND0132
 ND0132  STATE/COUNTY-  PA/ERIE
 ND0132  USGS QUAD   -  ERIE SOUTH (1996)
 ND0132
 ND0132                         *CURRENT SURVEY CONTROL
 ND0132  ___________________________________________________________________
 ND0132* NAD 83(1992)-  42 04 40.78176(N)    080 01 40.64304(W)     ADJUSTED  
 ND0132* NAVD 88     -       354.76   (+/-2cm)    1163.9    (feet)  VERTCON   
 ND0132  ___________________________________________________________________
 ND0132  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 ND0132  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 ND0132
 ND0132  HORZ ORDER  -  THIRD
 ND0132  VERT ORDER  -  THIRD (See Below)
 ND0132
 ND0132.The horizontal coordinates were established by classical geodetic methods
 ND0132.and adjusted by the National Geodetic Survey in June 2002..
 ND0132.No horizontal observational check was made to the station.
 ND0132
 ND0132.The NAVD 88 height was computed by applying the VERTCON shift value to
 ND0132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ND0132.The vertical order pertains to the NGVD 29 superseded value.
 ND0132
 ND0132.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0132
 ND0132.The geoid height was determined by GEOID03.
 ND0132
 ND0132;                    North         East     Units Scale Factor Converg.
 ND0132;SPC PA N     -   214,747.239   411,517.564   MT  1.00002328   -1 30 25.1
 ND0132;SPC PA N     -   704,549.90  1,350,120.54   sFT  1.00002328   -1 30 25.1
 ND0132;UTM  17      - 4,658,893.061   580,404.359   MT  0.99967955   +0 39 05.2
 ND0132
 ND0132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ND0132!SPC PA N     -   0.99994979  x   1.00002328  =   0.99997307
 ND0132!UTM  17      -   0.99994979  x   0.99967955  =   0.99962936
 ND0132
 ND0132                          SUPERSEDED SURVEY CONTROL
 ND0132
 ND0132  NAD 83(1996)-  42 04 40.78295(N)    080 01 40.64335(W) AD(       ) 3
 ND0132  NAD 83(1995)-  42 04 40.78497(N)    080 01 40.64004(W) AD(       ) 3
 ND0132  NAD 83(1986)-  42 04 40.78704(N)    080 01 40.63923(W) AD(       ) 3
 ND0132  NGVD 29 (??/??/??)  354.95   (m)         1164.5    (f) RESET       3  
 ND0132
 ND0132.Superseded values are not recommended for survey control.
 ND0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0132.See file dsdata.txt to determine how the superseded data were derived.
 ND0132
 ND0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG8040458893(NAD 83)
 ND0132_MARKER: DB = BENCH MARK DISK
 ND0132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ND0132_SP_SET: 1 BRIDGE BANISTER
 ND0132_STAMPING: G 274 PDH RESET 1977
 ND0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0132
 ND0132  HISTORY     - Date     Condition        Report By
 ND0132  HISTORY     - 1977     MONUMENTED       NGS
 ND0132
 ND0132                          STATION DESCRIPTION
 ND0132
 ND0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 ND0132'4.0 MI SSE FROM ERIE.
 ND0132'5.95 MILES EAST ALONG INTERSTATE HIGHWAY 90 FROM ITS JUNCTION WITH
 ND0132'INTERSTATE HIGHWAY 79 IN THE SOUTH PART OF ERIE, IN THE SOUTH BANISTER
 ND0132'OF A BRIDGE FOR THE WEST BOUND LANE OF INTERSTATE HIGHWAY 90.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0620 ***********************************************************************
 NC0620  DESIGNATION -  G 275
 NC0620  PID         -  NC0620
 NC0620  STATE/COUNTY-  PA/ERIE
 NC0620  USGS QUAD   -  NORTH EAST (1996)
 NC0620
 NC0620                         *CURRENT SURVEY CONTROL
 NC0620  ___________________________________________________________________
 NC0620* NAD 83(1986)-  42 13 42.     (N)    079 47 21.     (W)     SCALED    
 NC0620* NAVD 88     -       249.235  (meters)     817.70   (feet)  ADJUSTED  
 NC0620  ___________________________________________________________________
 NC0620  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 NC0620  DYNAMIC HT  -         249.146 (meters)     817.41  (feet)  COMP
 NC0620  MODELED GRAV-     980,258.2   (mgal)                       NAVD 88
 NC0620
 NC0620  VERT ORDER  -  SECOND    CLASS 0
 NC0620
 NC0620.The horizontal coordinates were scaled from a topographic map and have
 NC0620.an estimated accuracy of +/- 6 seconds.
 NC0620
 NC0620.The orthometric height was determined by differential leveling
 NC0620.and adjusted by the National Geodetic Survey in June 1991..
 NC0620
 NC0620.The geoid height was determined by GEOID03.
 NC0620
 NC0620.The dynamic height is computed by dividing the NAVD 88
 NC0620.geopotential number by the normal gravity value computed on the
 NC0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0620.degrees latitude (g = 980.6199 gals.).
 NC0620
 NC0620.The modeled gravity was interpolated from observed gravity values.
 NC0620
 NC0620;                    North         East    Units  Estimated Accuracy
 NC0620;SPC PA N     -   230,950.      431,670.      MT  (+/- 180 meters Scaled)
 NC0620
 NC0620                          SUPERSEDED SURVEY CONTROL
 NC0620
 NC0620  NGVD 29 (??/??/92)  249.403  (m)          818.25   (f) ADJ UNCH    2 0
 NC0620
 NC0620.Superseded values are not recommended for survey control.
 NC0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0620.See file dsdata.txt to determine how the superseded data were derived.
 NC0620
 NC0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG999758(NAD 83)
 NC0620_MARKER: DB = BENCH MARK DISK
 NC0620_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0620_SP_SET: CULVERT
 NC0620_STAMPING: G 275 1961
 NC0620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0620
 NC0620  HISTORY     - Date     Condition        Report By
 NC0620  HISTORY     - 1961     MONUMENTED       CGS
 NC0620  HISTORY     - 1983     MARK NOT FOUND   NGS
 NC0620  HISTORY     - 20051015 MARK NOT FOUND   USPSQD
 NC0620
 NC0620                          STATION DESCRIPTION
 NC0620
 NC0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 NC0620'2.15 MI E FROM NORTHEAST.
 NC0620'ABOUT 2.15 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 NC0620'ELECTRIC MATERIAL COMPANY IN THE EAST EDGE OF NORTHEAST.  THE MARK IS
 NC0620'SET IN A DRILL HOLE IN THE SOUTH END OF A 10 FOOT CONCRETE BOX
 NC0620'CULVERT.  IT IS 50.0 FEET NORTHWEST OF A CONCRETE BRIDGE UNDER THE
 NC0620'NICKLE PLATE RAILROAD, 22.0 FEET SOUTH OF THE SOUTH RAIL, 19.0 FEET
 NC0620'EAST OF A TELEPHONE POLE, 9 RAILS WEST OF A COUNTY ROAD BRIDGE, AND
 NC0620'ABOUT 18 INCHES BELOW THE RAIL.
 NC0620
 NC0620                          STATION RECOVERY (1983)
 NC0620
 NC0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NC0620'NOT RECOVERED, IT IS COVERED BY WIDENING OF RAILROAD BED.
 NC0620
 NC0620                          STATION RECOVERY (2005)
 NC0620
 NC0620'RECOVERY NOTE BY US POWER SQUADRON 2005 (WR)
 NC0620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0895 ***********************************************************************
 JU0895  DESIGNATION -  G 276
 JU0895  PID         -  JU0895
 JU0895  STATE/COUNTY-  PA/DELAWARE
 JU0895  USGS QUAD   -  WOODBURY (1995)
 JU0895
 JU0895                         *CURRENT SURVEY CONTROL
 JU0895  ___________________________________________________________________
 JU0895* NAD 83(1986)-  39 51 45.     (N)    075 14 09.     (W)     SCALED    
 JU0895* NAVD 88     -         2.928  (meters)       9.61   (feet)  ADJUSTED  
 JU0895  ___________________________________________________________________
 JU0895  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU0895  DYNAMIC HT  -           2.926 (meters)       9.60  (feet)  COMP
 JU0895  MODELED GRAV-     980,180.3   (mgal)                       NAVD 88
 JU0895
 JU0895  VERT ORDER  -  SECOND    CLASS 0
 JU0895
 JU0895.The horizontal coordinates were scaled from a topographic map and have
 JU0895.an estimated accuracy of +/- 6 seconds.
 JU0895
 JU0895.The orthometric height was determined by differential leveling
 JU0895.and adjusted by the National Geodetic Survey in June 1991..
 JU0895
 JU0895.The geoid height was determined by GEOID03.
 JU0895
 JU0895.The dynamic height is computed by dividing the NAVD 88
 JU0895.geopotential number by the normal gravity value computed on the
 JU0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0895.degrees latitude (g = 980.6199 gals.).
 JU0895
 JU0895.The modeled gravity was interpolated from observed gravity values.
 JU0895
 JU0895;                    North         East    Units  Estimated Accuracy
 JU0895;SPC PA S     -    61,820.      815,100.      MT  (+/- 180 meters Scaled)
 JU0895
 JU0895                          SUPERSEDED SURVEY CONTROL
 JU0895
 JU0895  NGVD 29 (??/??/??)    3.287  (m)           10.78   (f) ADJUSTED    2 0
 JU0895
 JU0895.Superseded values are not recommended for survey control.
 JU0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0895.See file dsdata.txt to determine how the superseded data were derived.
 JU0895
 JU0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK798125(NAD 83)
 JU0895_MARKER: DB = BENCH MARK DISK
 JU0895_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0895_SP_SET: CON FOUNDATION
 JU0895_STAMPING: G 276 1961
 JU0895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0895
 JU0895  HISTORY     - Date     Condition        Report By
 JU0895  HISTORY     - 1961     MONUMENTED       CGS
 JU0895  HISTORY     - 1969     GOOD             CGS
 JU0895
 JU0895                          STATION DESCRIPTION
 JU0895
 JU0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JU0895'7 MI SW FROM PHILADELPHIA.
 JU0895'AT THE END OF A MACADAM ROAD AT ENTRANCE TO THE GULF OIL CO.
 JU0895'DOCK, WHICH LIES ALONG THE NORTH SIDE OF THE DELAWARE RIVER
 JU0895'OPPOSITE THE MIDDLE OF THE SOUTH SIDE OF THE PHILADELPHIA
 JU0895'INTERNATIONAL AIRPORT, 62 FEET WEST-NORTHWEST OF WEST GATEPOST
 JU0895'OF DOCK ENTRANCE, 58 FEET WEST OF WEST EDGE OF MACADAM DRIVE, AND
 JU0895'CEMENTED IN A DRILL HOLE IN THE TOP OF THE NORTH SIDE OF A
 JU0895'10-FOOT-SQUARE, CONCRETE FOUNDATION, PROJECTING 2 FEET ABOVE
 JU0895'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0812 ***********************************************************************
 JU0812  DESIGNATION -  G 277
 JU0812  PID         -  JU0812
 JU0812  STATE/COUNTY-  PA/DELAWARE
 JU0812  USGS QUAD   -  BRIDGEPORT (1995)
 JU0812
 JU0812                         *CURRENT SURVEY CONTROL
 JU0812  ___________________________________________________________________
 JU0812* NAD 83(1986)-  39 51 46.     (N)    075 19 32.     (W)     SCALED    
 JU0812* NAVD 88     -        14.599  (meters)      47.90   (feet)  ADJUSTED  
 JU0812  ___________________________________________________________________
 JU0812  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU0812  DYNAMIC HT  -          14.593 (meters)      47.88  (feet)  COMP
 JU0812  MODELED GRAV-     980,173.2   (mgal)                       NAVD 88
 JU0812
 JU0812  VERT ORDER  -  SECOND    CLASS 0
 JU0812
 JU0812.The horizontal coordinates were scaled from a topographic map and have
 JU0812.an estimated accuracy of +/- 6 seconds.
 JU0812
 JU0812.The orthometric height was determined by differential leveling
 JU0812.and adjusted by the National Geodetic Survey in June 1991..
 JU0812
 JU0812.The geoid height was determined by GEOID03.
 JU0812
 JU0812.The dynamic height is computed by dividing the NAVD 88
 JU0812.geopotential number by the normal gravity value computed on the
 JU0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0812.degrees latitude (g = 980.6199 gals.).
 JU0812
 JU0812.The modeled gravity was interpolated from observed gravity values.
 JU0812
 JU0812;                    North         East    Units  Estimated Accuracy
 JU0812;SPC PA S     -    61,630.      807,420.      MT  (+/- 180 meters Scaled)
 JU0812
 JU0812                          SUPERSEDED SURVEY CONTROL
 JU0812
 JU0812  NGVD 29 (??/??/??)   14.946  (m)           49.04   (f) ADJUSTED    2 0
 JU0812
 JU0812.Superseded values are not recommended for survey control.
 JU0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0812.See file dsdata.txt to determine how the superseded data were derived.
 JU0812
 JU0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK721125(NAD 83)
 JU0812_MARKER: DB = BENCH MARK DISK
 JU0812_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0812_SP_SET: CATCH DRAIN HEADWALL
 JU0812_STAMPING: G 277 1961
 JU0812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0812
 JU0812  HISTORY     - Date     Condition        Report By
 JU0812  HISTORY     - 1961     MONUMENTED       CGS
 JU0812  HISTORY     - 19980313 GOOD             USPSQD
 JU0812
 JU0812                          STATION DESCRIPTION
 JU0812
 JU0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0812'IN RIDLEY PARK.
 JU0812'AT THE INTERSECTION OF BALDWIN AND SELLERS AVENUE, ON THE
 JU0812'NORTHWEST CORNER IN THE HEADWALL OF A CATCH DRAIN, 25 FEET
 JU0812'NORTHWEST OF THE CORNER, 60 FEET NORTHWEST OF LIGHT POLE NO 525,
 JU0812'WHICH IS ON THE SOUTHWEST CORNER, 65 FEET WEST OF THE ENTRANCE TO
 JU0812'A HOUSE, NUMBER 305 SELLER AVENUE, 15 FEET WEST OF THE CENTERLINE
 JU0812'OF SELLERS AVENUE, 40 FEET NORTH OF THE CENTER OF BALDWIN AVENUE
 JU0812'AND ABOUT 1 FOOT ABOVE THE STREET.
 JU0812
 JU0812                          STATION RECOVERY (1998)
 JU0812
 JU0812'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU0812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1584 ***********************************************************************
 LY1584  DESIGNATION -  G 278
 LY1584  PID         -  LY1584
 LY1584  STATE/COUNTY-  PA/LACKAWANNA
 LY1584  USGS QUAD   -  SCRANTON (1994)
 LY1584
 LY1584                         *CURRENT SURVEY CONTROL
 LY1584  ___________________________________________________________________
 LY1584* NAD 83(1986)-  41 26 58.     (N)    075 38 12.     (W)     SCALED    
 LY1584* NAVD 88     -       234.721  (meters)     770.08   (feet)  ADJUSTED  
 LY1584  ___________________________________________________________________
 LY1584  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 LY1584  DYNAMIC HT  -         234.629 (meters)     769.78  (feet)  COMP
 LY1584  MODELED GRAV-     980,225.2   (mgal)                       NAVD 88
 LY1584
 LY1584  VERT ORDER  -  SECOND    CLASS 0
 LY1584
 LY1584.The horizontal coordinates were scaled from a topographic map and have
 LY1584.an estimated accuracy of +/- 6 seconds.
 LY1584
 LY1584.The orthometric height was determined by differential leveling
 LY1584.and adjusted by the National Geodetic Survey in June 1991..
 LY1584
 LY1584.The geoid height was determined by GEOID03.
 LY1584
 LY1584.The dynamic height is computed by dividing the NAVD 88
 LY1584.geopotential number by the normal gravity value computed on the
 LY1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1584.degrees latitude (g = 980.6199 gals.).
 LY1584
 LY1584.The modeled gravity was interpolated from observed gravity values.
 LY1584
 LY1584;                    North         East    Units  Estimated Accuracy
 LY1584;SPC PA N     -   144,610.      776,570.      MT  (+/- 180 meters Scaled)
 LY1584
 LY1584                          SUPERSEDED SURVEY CONTROL
 LY1584
 LY1584  NGVD 29 (??/??/92)  234.938  (m)          770.79   (f) ADJ UNCH    2 0
 LY1584
 LY1584.Superseded values are not recommended for survey control.
 LY1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1584.See file dsdata.txt to determine how the superseded data were derived.
 LY1584
 LY1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL468888(NAD 83)
 LY1584_MARKER: DD = SURVEY DISK
 LY1584_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1584_SP_SET: BRIDGE
 LY1584_STAMPING: G 278 1961
 LY1584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1584
 LY1584  HISTORY     - Date     Condition        Report By
 LY1584  HISTORY     - 1961     MONUMENTED       PADH
 LY1584  HISTORY     - 1961     GOOD             NGS
 LY1584  HISTORY     - 19990701 MARK NOT FOUND   PADT
 LY1584  HISTORY     - 20050519 POOR             PADT
 LY1584
 LY1584                          STATION DESCRIPTION
 LY1584
 LY1584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LY1584'0.1 MI S FROM DICKSON CITY.
 LY1584'0.1 MILE SOUTH ALONG SCRANTON BY-PASS FROM THE OVER PASS OVER
 LY1584'MAIN ST. IN DICKSON CITY, SET IN TOP OF SOUTH EAST END OF WINGWALL
 LY1584'FOR CONCRETE BRIDGE (OVERPASS) OVER CREEK AND RAILROAD, 45 FEET
 LY1584'NORTH EAST OF THE CENTERLINE OF THE MEDIAN STRIP SEPARATING THE
 LY1584'TWO LANES OF TRAFFIC, IN BRIDGE FOR NORTH BOUND LANE, PENNSYLVANIA
 LY1584'DEPARTMENT OF HIGHWAYS DISK DRILLED IN HORIZONTAL, STAMPED
 LY1584'G 278 1961.
 LY1584
 LY1584                          STATION RECOVERY (1999)
 LY1584
 LY1584'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (JG)
 LY1584'MARK NOT FOUND.
 LY1584
 LY1584                          STATION RECOVERY (2005)
 LY1584
 LY1584'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (JMT)
 LY1584'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2875 ***********************************************************************
 LY2875  DESIGNATION -  G 278 RESET
 LY2875  PID         -  LY2875
 LY2875  STATE/COUNTY-  PA/LACKAWANNA
 LY2875  USGS QUAD   -  SCRANTON (1994)
 LY2875
 LY2875                         *CURRENT SURVEY CONTROL
 LY2875  ___________________________________________________________________
 LY2875* NAD 83(1986)-  41 26 58.     (N)    075 38 12.     (W)     SCALED    
 LY2875* NAVD 88     -       234.97   (+/-2cm)     770.9    (feet)  VERTCON   
 LY2875  ___________________________________________________________________
 LY2875  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 LY2875
 LY2875  VERT ORDER  -  THIRD (See Below)
 LY2875
 LY2875.The horizontal coordinates were scaled from a topographic map and have
 LY2875.an estimated accuracy of +/- 6 seconds.
 LY2875
 LY2875.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2875.The vertical order pertains to the NGVD 29 superseded value.
 LY2875
 LY2875.The geoid height was determined by GEOID03.
 LY2875
 LY2875;                    North         East    Units  Estimated Accuracy
 LY2875;SPC PA N     -   144,610.      776,570.      MT  (+/- 180 meters Scaled)
 LY2875
 LY2875                          SUPERSEDED SURVEY CONTROL
 LY2875
 LY2875  NGVD 29 (02/24/03)  235.19   (m)          771.6    (f) RESET       3  
 LY2875
 LY2875.Superseded values are not recommended for survey control.
 LY2875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2875.See file dsdata.txt to determine how the superseded data were derived.
 LY2875
 LY2875_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL468888(NAD 83)
 LY2875_MARKER: DV = VERTICAL CONTROL DISK
 LY2875_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LY2875_SP_SET: PARAPET WALL
 LY2875_STAMPING: G 278 RESET 1984
 LY2875_MARK LOGO: NGS   
 LY2875_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2875+STABILITY: SURFACE MOTION
 LY2875
 LY2875  HISTORY     - Date     Condition        Report By
 LY2875  HISTORY     - 1984     MONUMENTED       PADT
 LY2875  HISTORY     - 20050519 GOOD             PADT
 LY2875
 LY2875                          STATION DESCRIPTION
 LY2875
 LY2875'DESCRIBED BY PA DEPT OF TRANSP 1984
 LY2875'ABOUT 0.1 MILE SOUTH ALONG SCRANTON BY-PASS FROM THE OVERPASS OVER
 LY2875'MAIN STREET IN DICKSON CITY, 45 FEET NORTHEAST OF THE CENTERLINE OF
 LY2875'THE MEDIAN STRIP SEPARATING THE TWO LANES OF TRAFFIC.
 LY2875
 LY2875                          STATION RECOVERY (2005)
 LY2875
 LY2875'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (JMT)
 LY2875'PENNDOT SURVEY BY JMT SURVEYS ESTABLISHED A NEW ELEVATION OF 234.959
 LY2875'M(770.86 FT).  SURVEY TIED INTO B 56 (PID LY1338) AND S 278 (PID
 LY2875'LY1369).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1655 ***********************************************************************
 LY1655  DESIGNATION -  G 279
 LY1655  PID         -  LY1655
 LY1655  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1655  USGS QUAD   -  HARFORD (1992)
 LY1655
 LY1655                         *CURRENT SURVEY CONTROL
 LY1655  ___________________________________________________________________
 LY1655* NAD 83(1986)-  41 48 49.     (N)    075 41 01.     (W)     SCALED    
 LY1655* NAVD 88     -       427.786  (meters)    1403.49   (feet)  ADJUSTED  
 LY1655  ___________________________________________________________________
 LY1655  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 LY1655  DYNAMIC HT  -         427.623 (meters)    1402.96  (feet)  COMP
 LY1655  MODELED GRAV-     980,227.5   (mgal)                       NAVD 88
 LY1655
 LY1655  VERT ORDER  -  SECOND    CLASS 0
 LY1655
 LY1655.The horizontal coordinates were scaled from a topographic map and have
 LY1655.an estimated accuracy of +/- 6 seconds.
 LY1655
 LY1655.The orthometric height was determined by differential leveling
 LY1655.and adjusted by the National Geodetic Survey in June 1991..
 LY1655
 LY1655.The geoid height was determined by GEOID03.
 LY1655
 LY1655.The dynamic height is computed by dividing the NAVD 88
 LY1655.geopotential number by the normal gravity value computed on the
 LY1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1655.degrees latitude (g = 980.6199 gals.).
 LY1655
 LY1655.The modeled gravity was interpolated from observed gravity values.
 LY1655
 LY1655;                    North         East    Units  Estimated Accuracy
 LY1655;SPC PA N     -   184,950.      771,680.      MT  (+/- 180 meters Scaled)
 LY1655
 LY1655                          SUPERSEDED SURVEY CONTROL
 LY1655
 LY1655  NGVD 29 (??/??/92)  427.963  (m)         1404.08   (f) ADJ UNCH    2 0
 LY1655
 LY1655.Superseded values are not recommended for survey control.
 LY1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1655.See file dsdata.txt to determine how the superseded data were derived.
 LY1655
 LY1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM432293(NAD 83)
 LY1655_MARKER: DB = BENCH MARK DISK
 LY1655_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1655_SP_SET: CATCH BASIN
 LY1655_STAMPING: G 279 1961
 LY1655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1655
 LY1655  HISTORY     - Date     Condition        Report By
 LY1655  HISTORY     - 1961     MONUMENTED       CGS
 LY1655
 LY1655                          STATION DESCRIPTION
 LY1655
 LY1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1655'5.2 MI S FROM NEW MILFORD.
 LY1655'ABOUT 5.15 MILE SOUTH ALONG INTERSTATE HWY 81 FROM WHERE THE
 LY1655'INTERSTATE HWY CROSSES OVER STATE HWY 492 SOUTH EAST OF NEW
 LY1655'MILFORD, BM IS SET IN THE HEADWALL OF A 5 FT X 3 FT CONCRETE
 LY1655'CATCH BASIN ABOUT 1 FOOT NORTH EAST OF THE SOUTH WEST END, 21
 LY1655'FEET NORTH WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE, ON
 LY1655'THE NORTH WEST SIDE OF THE SOUTH BOUND LANE OF INTERSTATE HWY 81,
 LY1655'ABOUT 50 YARDS NORTH AND ACROSS BOTH LANES FROM SIGN PA. 848,
 LY1655'GIBSON EXIT 1/2 MILE, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 LY1655'HIGHWAY, STANDARD BENCH MARK DISK DRILLED IN HORIZONTAL, STAMPED
 LY1655'G 279 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0025 ***********************************************************************
 MA0025  DESIGNATION -  G 28
 MA0025  PID         -  MA0025
 MA0025  STATE/COUNTY-  PA/MCKEAN
 MA0025  USGS QUAD   -  BULLIS MILLS (1977)
 MA0025
 MA0025                         *CURRENT SURVEY CONTROL
 MA0025  ___________________________________________________________________
 MA0025* NAD 83(1986)-  41 53 19.     (N)    078 21 15.     (W)     SCALED    
 MA0025* NAVD 88     -       439.726  (meters)    1442.67   (feet)  ADJUSTED  
 MA0025  ___________________________________________________________________
 MA0025  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 MA0025  DYNAMIC HT  -         439.551 (meters)    1442.09  (feet)  COMP
 MA0025  MODELED GRAV-     980,211.5   (mgal)                       NAVD 88
 MA0025
 MA0025  VERT ORDER  -  SECOND    CLASS 0
 MA0025
 MA0025.The horizontal coordinates were scaled from a topographic map and have
 MA0025.an estimated accuracy of +/- 6 seconds.
 MA0025
 MA0025.The orthometric height was determined by differential leveling
 MA0025.and adjusted by the National Geodetic Survey in June 1991..
 MA0025
 MA0025.The geoid height was determined by GEOID03.
 MA0025
 MA0025.The dynamic height is computed by dividing the NAVD 88
 MA0025.geopotential number by the normal gravity value computed on the
 MA0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0025.degrees latitude (g = 980.6199 gals.).
 MA0025
 MA0025.The modeled gravity was interpolated from observed gravity values.
 MA0025
 MA0025;                    North         East    Units  Estimated Accuracy
 MA0025;SPC PA N     -   191,410.      549,860.      MT  (+/- 180 meters Scaled)
 MA0025
 MA0025                          SUPERSEDED SURVEY CONTROL
 MA0025
 MA0025  NGVD 29 (??/??/92)  439.870  (m)         1443.14   (f) ADJ UNCH    2 0
 MA0025
 MA0025.Superseded values are not recommended for survey control.
 MA0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0025.See file dsdata.txt to determine how the superseded data were derived.
 MA0025
 MA0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG195407(NAD 83)
 MA0025_MARKER: DB = BENCH MARK DISK
 MA0025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0025_SP_SET: BRIDGE SEAT
 MA0025_STAMPING: G 28 1934
 MA0025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0025+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2005
 MA0025
 MA0025  HISTORY     - Date     Condition        Report By
 MA0025  HISTORY     - 1934     MONUMENTED       CGS
 MA0025  HISTORY     - 20011023 GOOD             USPSQD
 MA0025  HISTORY     - 20051121 GOOD             USPSQD
 MA0025
 MA0025                          STATION DESCRIPTION
 MA0025
 MA0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0025'6.3 MI N FROM PORT ALLEGANY.
 MA0025'6.3 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM PORT
 MA0025'ALLEGANY, MC KEAN COUNTY, ABOUT 1,217 FEET SOUTH OF MILEPOST 90,
 MA0025'AT NEW CONCRETE BRIDGE 90-22, IN THE TOP OF THE WEST END OF THE
 MA0025'NORTH BRIDGE SEAT, 15 FEET WEST OF THE CENTER LINE OF THE TRACK,
 MA0025'AND ABOUT 6 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 MA0025'DISK, STAMPED G 28 1934.
 MA0025
 MA0025                          STATION RECOVERY (2001)
 MA0025
 MA0025'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA0025'RECOVERED IN GOOD CONDITION.
 MA0025
 MA0025                          STATION RECOVERY (2005)
 MA0025
 MA0025'RECOVERY NOTE BY US POWER SQUADRON 2005 (SG)
 MA0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1676 ***********************************************************************
 LY1676  DESIGNATION -  G 280
 LY1676  PID         -  LY1676
 LY1676  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1676  USGS QUAD   -  LENOXVILLE (1980)
 LY1676
 LY1676                         *CURRENT SURVEY CONTROL
 LY1676  ___________________________________________________________________
 LY1676* NAD 83(1986)-  41 40 15.     (N)    075 40 48.     (W)     SCALED    
 LY1676* NAVD 88     -       378.863  (meters)    1242.99   (feet)  ADJUSTED  
 LY1676  ___________________________________________________________________
 LY1676  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 LY1676  DYNAMIC HT  -         378.727 (meters)    1242.54  (feet)  COMP
 LY1676  MODELED GRAV-     980,252.2   (mgal)                       NAVD 88
 LY1676
 LY1676  VERT ORDER  -  SECOND    CLASS 0
 LY1676
 LY1676.The horizontal coordinates were scaled from a topographic map and have
 LY1676.an estimated accuracy of +/- 6 seconds.
 LY1676
 LY1676.The orthometric height was determined by differential leveling
 LY1676.and adjusted by the National Geodetic Survey in June 1991..
 LY1676
 LY1676.The geoid height was determined by GEOID03.
 LY1676
 LY1676.The dynamic height is computed by dividing the NAVD 88
 LY1676.geopotential number by the normal gravity value computed on the
 LY1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1676.degrees latitude (g = 980.6199 gals.).
 LY1676
 LY1676.The modeled gravity was interpolated from observed gravity values.
 LY1676
 LY1676;                    North         East    Units  Estimated Accuracy
 LY1676;SPC PA N     -   169,110.      772,360.      MT  (+/- 180 meters Scaled)
 LY1676
 LY1676                          SUPERSEDED SURVEY CONTROL
 LY1676
 LY1676  NGVD 29 (??/??/92)  379.064  (m)         1243.65   (f) ADJ UNCH    2 0
 LY1676
 LY1676.Superseded values are not recommended for survey control.
 LY1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1676.See file dsdata.txt to determine how the superseded data were derived.
 LY1676
 LY1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM433134(NAD 83)
 LY1676_MARKER: DD = SURVEY DISK
 LY1676_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1676_SP_SET: OVERPASS
 LY1676_STAMPING: G 280 1961
 LY1676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1676
 LY1676  HISTORY     - Date     Condition        Report By
 LY1676  HISTORY     - 1961     MONUMENTED       PADH
 LY1676  HISTORY     - 1961     GOOD             NGS
 LY1676
 LY1676                          STATION DESCRIPTION
 LY1676
 LY1676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LY1676'3.7 MI S FROM LENOX.
 LY1676'ABOUT 3.7 MILE SOUTH ALONG INTERSTATE HWY 81 FROM WHERE THE
 LY1676'INTERSTATE HWY CROSSES OVER STATE HWY 92 AND U.S. HWY 106 EAST
 LY1676'OF LENOX, BM IS SET ON EAST SIDE OF SOUTH BOUND LANE OF
 LY1676'INTERSTATE HWY IN OVERPASS OVER COUNTY RD. 57036, 2 1/2 FEET
 LY1676'ABOVE THE GROUND IN SOUTH END OF CURBING FOR GUARD RAIL, 21
 LY1676'FEET EAST OF CENTERLINE OF SOUTH BOUND LANE, PENNSYLVANIA
 LY1676'DEPARTMENT OF HIGHWAYS DISK DRILLED IN HORIZONTAL, STAMPED
 LY1676'G 280 1961.  NOTE-- ABOUT 0.15 MILE EAST OF STATION RANSOM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1600 ***********************************************************************
 LY1600  DESIGNATION -  G 281
 LY1600  PID         -  LY1600
 LY1600  STATE/COUNTY-  PA/LACKAWANNA
 LY1600  USGS QUAD   -  MOSCOW (1976)
 LY1600
 LY1600                         *CURRENT SURVEY CONTROL
 LY1600  ___________________________________________________________________
 LY1600* NAD 83(1986)-  41 21 15.     (N)    075 34 54.     (W)     SCALED    
 LY1600* NAVD 88     -       494.224  (meters)    1621.47   (feet)  ADJUSTED  
 LY1600  ___________________________________________________________________
 LY1600  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 LY1600  DYNAMIC HT  -         494.007 (meters)    1620.75  (feet)  COMP
 LY1600  MODELED GRAV-     980,167.4   (mgal)                       NAVD 88
 LY1600
 LY1600  VERT ORDER  -  SECOND    CLASS 0
 LY1600
 LY1600.The horizontal coordinates were scaled from a topographic map and have
 LY1600.an estimated accuracy of +/- 6 seconds.
 LY1600
 LY1600.The orthometric height was determined by differential leveling
 LY1600.and adjusted by the National Geodetic Survey in June 1991..
 LY1600
 LY1600.The geoid height was determined by GEOID03.
 LY1600
 LY1600.The dynamic height is computed by dividing the NAVD 88
 LY1600.geopotential number by the normal gravity value computed on the
 LY1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1600.degrees latitude (g = 980.6199 gals.).
 LY1600
 LY1600.The modeled gravity was interpolated from observed gravity values.
 LY1600
 LY1600;                    North         East    Units  Estimated Accuracy
 LY1600;SPC PA N     -   134,150.      781,430.      MT  (+/- 180 meters Scaled)
 LY1600
 LY1600                          SUPERSEDED SURVEY CONTROL
 LY1600
 LY1600  NGVD 29 (??/??/92)  494.442  (m)         1622.18   (f) ADJ UNCH    2 0
 LY1600
 LY1600.Superseded values are not recommended for survey control.
 LY1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1600.See file dsdata.txt to determine how the superseded data were derived.
 LY1600
 LY1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL513782(NAD 83)
 LY1600_MARKER: DB = BENCH MARK DISK
 LY1600_SETTING: 80 = SET IN A BOULDER
 LY1600_SP_SET: BOULDER
 LY1600_STAMPING: G 281 1961
 LY1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1600+STABILITY: SURFACE MOTION
 LY1600
 LY1600  HISTORY     - Date     Condition        Report By
 LY1600  HISTORY     - 1961     MONUMENTED       CGS
 LY1600  HISTORY     - 1963     GOOD             NGS
 LY1600
 LY1600                          STATION DESCRIPTION
 LY1600
 LY1600'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1600'5.4 MI NW FROM MOSCOW.
 LY1600'2.9 MILE WEST ALONG STATE HWY 690 FROM THE JUNCTION OF STATE 690
 LY1600'AND U.S. 611 IN MOSCOW TO THE JUNCTION OF STATE 690 AND STATE
 LY1600'HWY 307 THENCE 1.3 MILE NORTH WEST ALONG HWY 307 TO A GRAVEL
 LY1600'ROAD NORTH EAST THENCE 1.2 MILE NORTH EASTERLY ON GRAVEL ROAD
 LY1600'T 324, SET IN TOP OF A 10 FT X 3 FT BOULDER, 117 FEET EAST OF
 LY1600'THE CENTERLINE OF GRAVEL ROAD, 120 FEET SOUTH-SOUTH WEST OF POWER
 LY1600'POLE 336-5 X 1, STANDARD BENCH MARK DISK DRILLED IN HORIZONTAL,
 LY1600'STAMPED G 281 1961.  NOTE-- THIS MARK IS IN WOODED AREA
 LY1600'SURROUNDED BY VERY TALL TREES.  NOTE ALSO-- THIS MARK IS ABOUT
 LY1600'0.05 MILE SOUTH OF THE JUNCTION OF GRAVEL ROAD (T 324) AND
 LY1600'COUNTY RD. 35008 (BLACKTOP).
 LY1600
 LY1600                          STATION RECOVERY (1963)
 LY1600
 LY1600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 LY1600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1278 ***********************************************************************
 LY1278  DESIGNATION -  G 282
 LY1278  PID         -  LY1278
 LY1278  STATE/COUNTY-  PA/MONROE
 LY1278  USGS QUAD   -  TOBYHANNA (1994)
 LY1278
 LY1278                         *CURRENT SURVEY CONTROL
 LY1278  ___________________________________________________________________
 LY1278* NAD 83(1986)-  41 10 04.     (N)    075 23 54.     (W)     SCALED    
 LY1278* NAVD 88     -       606.008  (meters)    1988.21   (feet)  ADJUSTED  
 LY1278  ___________________________________________________________________
 LY1278  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 LY1278  DYNAMIC HT  -         605.703 (meters)    1987.21  (feet)  COMP
 LY1278  MODELED GRAV-     980,100.3   (mgal)                       NAVD 88
 LY1278
 LY1278  VERT ORDER  -  SECOND    CLASS 0
 LY1278
 LY1278.The horizontal coordinates were scaled from a topographic map and have
 LY1278.an estimated accuracy of +/- 6 seconds.
 LY1278
 LY1278.The orthometric height was determined by differential leveling
 LY1278.and adjusted by the National Geodetic Survey in June 1991..
 LY1278
 LY1278.The geoid height was determined by GEOID03.
 LY1278
 LY1278.The dynamic height is computed by dividing the NAVD 88
 LY1278.geopotential number by the normal gravity value computed on the
 LY1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1278.degrees latitude (g = 980.6199 gals.).
 LY1278
 LY1278.The modeled gravity was interpolated from observed gravity values.
 LY1278
 LY1278;                    North         East    Units  Estimated Accuracy
 LY1278;SPC PA N     -   113,860.      797,320.      MT  (+/- 180 meters Scaled)
 LY1278
 LY1278                          SUPERSEDED SURVEY CONTROL
 LY1278
 LY1278  NGVD 29 (??/??/92)  606.195  (m)         1988.82   (f) ADJ UNCH    2 0
 LY1278
 LY1278.Superseded values are not recommended for survey control.
 LY1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1278.See file dsdata.txt to determine how the superseded data were derived.
 LY1278
 LY1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL665574(NAD 83)
 LY1278_MARKER: DB = BENCH MARK DISK
 LY1278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1278_SP_SET: ABUTMENT
 LY1278_STAMPING: G 282 1961
 LY1278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1278
 LY1278  HISTORY     - Date     Condition        Report By
 LY1278  HISTORY     - 1961     MONUMENTED       PADH
 LY1278  HISTORY     - 1961     GOOD             NGS
 LY1278  HISTORY     - 19990701 MARK NOT FOUND   PADT
 LY1278
 LY1278                          STATION DESCRIPTION
 LY1278
 LY1278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LY1278'1.2 MI SE FROM TOBYHANNA.
 LY1278'1.25 MILE SOUTH EAST ALONG U.S. HWY 611 FROM THE JUNCTION OF
 LY1278'U.S. 611 AND STATE HWY 490 IN TOBYHANNA TO BRIDGE OVER THE
 LY1278'DELAWARE LACKAWANNA AND WESTERN RAILROAD, SET IN TOP AND AT
 LY1278'THE NORTH EAST END OF THE SOUTH WEST ABUTMENT OF THE 75 FOOT
 LY1278'BRIDGE, 33 FEET NORTH EAST OF THE CENTERLINE OF U.S. 611, ABOUT
 LY1278'6 INCHES BELOW THE LEVEL OF THE HIGHWAY, PENNSYLVANIA DEPARTMENT
 LY1278'OF HIGHWAYS DISK DRILLED IN HORIZONTAL, STAMPED G 282 1961.
 LY1278'NOTE-- THIS IS 1.0 MILE SOUTH EAST F BM F 282 1961.
 LY1278
 LY1278                          STATION RECOVERY (1999)
 LY1278
 LY1278'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (SQ)
 LY1278'BRIDGE HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1379 ***********************************************************************
 KX1379  DESIGNATION -  G 283
 KX1379  PID         -  KX1379
 KX1379  STATE/COUNTY-  PA/WESTMORELAND
 KX1379  USGS QUAD   -  MOUNT PLEASANT (1993)
 KX1379
 KX1379                         *CURRENT SURVEY CONTROL
 KX1379  ___________________________________________________________________
 KX1379* NAD 83(1986)-  40 12 37.     (N)    079 36 20.     (W)     SCALED    
 KX1379* NAVD 88     -       290.972  (meters)     954.63   (feet)  ADJUSTED  
 KX1379  ___________________________________________________________________
 KX1379  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KX1379  DYNAMIC HT  -         290.814 (meters)     954.11  (feet)  COMP
 KX1379  MODELED GRAV-     980,077.3   (mgal)                       NAVD 88
 KX1379
 KX1379  VERT ORDER  -  SECOND    CLASS 0
 KX1379
 KX1379.The horizontal coordinates were scaled from a topographic map and have
 KX1379.an estimated accuracy of +/- 6 seconds.
 KX1379
 KX1379.The orthometric height was determined by differential leveling
 KX1379.and adjusted by the National Geodetic Survey in June 1991..
 KX1379
 KX1379.The geoid height was determined by GEOID03.
 KX1379
 KX1379.The dynamic height is computed by dividing the NAVD 88
 KX1379.geopotential number by the normal gravity value computed on the
 KX1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1379.degrees latitude (g = 980.6199 gals.).
 KX1379
 KX1379.The modeled gravity was interpolated from observed gravity values.
 KX1379
 KX1379;                    North         East    Units  Estimated Accuracy
 KX1379;SPC PA S     -    99,030.      442,050.      MT  (+/- 180 meters Scaled)
 KX1379
 KX1379                          SUPERSEDED SURVEY CONTROL
 KX1379
 KX1379  NGVD 29 (??/??/92)  291.167  (m)          955.27   (f) ADJ UNCH    2 0
 KX1379
 KX1379.Superseded values are not recommended for survey control.
 KX1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1379.See file dsdata.txt to determine how the superseded data were derived.
 KX1379
 KX1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE186520(NAD 83)
 KX1379_MARKER: DD = SURVEY DISK
 KX1379_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1379_SP_SET: BRIDGE WINGWALL
 KX1379_STAMPING: G 283
 KX1379_MARK LOGO: PADT  
 KX1379_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX1379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX1379+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1997
 KX1379
 KX1379  HISTORY     - Date     Condition        Report By
 KX1379  HISTORY     - UNK      MONUMENTED       PADT
 KX1379  HISTORY     - 1961     GOOD             NGS
 KX1379  HISTORY     - 19970224 GOOD             NEILAN
 KX1379  HISTORY     - 20011203 GOOD             PADT
 KX1379  HISTORY     - 20020109 GOOD             PADT
 KX1379
 KX1379                          STATION DESCRIPTION
 KX1379
 KX1379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KX1379'0.6 MI S FROM NEW STANTON.
 KX1379'ABOUT 0.45 MILE SOUTH ALONG U.S. HIGHWAY 119 FROM THE POST
 KX1379'OFFICE IN NEW STANTON, 22.0 FEET EAST OF THE CENTERLINE OF U.S.
 KX1379'HIGHWAY 119, AND ABOUT 6 INCHES BELOW THE LEVEL OF THE HIGHWAY.
 KX1379'THE DISK IS SET IN THE SOUTHEAST WINGWALL OF A 40 FOOT SPAN
 KX1379'BRIDGE.
 KX1379
 KX1379                          STATION RECOVERY (1997)
 KX1379
 KX1379'RECOVERY NOTE BY THE NEILAN ENGINEERS INCORPORATED 1997 (TEK)
 KX1379'RECOVERED AS DESCRIBED.
 KX1379
 KX1379                          STATION RECOVERY (2001)
 KX1379
 KX1379'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (MH)
 KX1379'RECOVERED IN GOOD CONDITION.
 KX1379
 KX1379                          STATION RECOVERY (2002)
 KX1379
 KX1379'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (SPK)
 KX1379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1421 ***********************************************************************
 KX1421  DESIGNATION -  G 284
 KX1421  PID         -  KX1421
 KX1421  STATE/COUNTY-  PA/WASHINGTON
 KX1421  USGS QUAD   -  CALIFORNIA (1979)
 KX1421
 KX1421                         *CURRENT SURVEY CONTROL
 KX1421  ___________________________________________________________________
 KX1421* NAD 83(1986)-  40 06 28.     (N)    079 53 50.     (W)     SCALED    
 KX1421* NAVD 88     -       293.359  (meters)     962.46   (feet)  ADJUSTED  
 KX1421  ___________________________________________________________________
 KX1421  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KX1421  DYNAMIC HT  -         293.195 (meters)     961.92  (feet)  COMP
 KX1421  MODELED GRAV-     980,060.5   (mgal)                       NAVD 88
 KX1421
 KX1421  VERT ORDER  -  SECOND    CLASS 0
 KX1421
 KX1421.The horizontal coordinates were scaled from a topographic map and have
 KX1421.an estimated accuracy of +/- 6 seconds.
 KX1421
 KX1421.The orthometric height was determined by differential leveling
 KX1421.and adjusted by the National Geodetic Survey in June 1991..
 KX1421
 KX1421.The geoid height was determined by GEOID03.
 KX1421
 KX1421.The dynamic height is computed by dividing the NAVD 88
 KX1421.geopotential number by the normal gravity value computed on the
 KX1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1421.degrees latitude (g = 980.6199 gals.).
 KX1421
 KX1421.The modeled gravity was interpolated from observed gravity values.
 KX1421
 KX1421;                    North         East    Units  Estimated Accuracy
 KX1421;SPC PA S     -    88,220.      416,950.      MT  (+/- 180 meters Scaled)
 KX1421
 KX1421                          SUPERSEDED SURVEY CONTROL
 KX1421
 KX1421  NGVD 29 (??/??/92)  293.543  (m)          963.07   (f) ADJ UNCH    2 0
 KX1421
 KX1421.Superseded values are not recommended for survey control.
 KX1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1421.See file dsdata.txt to determine how the superseded data were derived.
 KX1421
 KX1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE939403(NAD 83)
 KX1421_MARKER: DB = BENCH MARK DISK
 KX1421_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1421_SP_SET: CULVERT
 KX1421_STAMPING: G 284 1961
 KX1421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1421
 KX1421  HISTORY     - Date     Condition        Report By
 KX1421  HISTORY     - 1961     MONUMENTED       CGS
 KX1421  HISTORY     - 1970     GOOD             PADT
 KX1421  HISTORY     - 1983     MARK NOT FOUND   NGS
 KX1421
 KX1421                          STATION DESCRIPTION
 KX1421
 KX1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KX1421'2.8 MI SW FROM CHARLEROI.
 KX1421'ABOUT 1.3 MILES SOUTH ALONG STATE HIGHWAY 88 FROM THE
 KX1421'PENNSYLVANIA RAILROAD DEPOT IN CHARLEROI TO JUNCTION OF
 KX1421'INTERSTATE HIGHWAY 70 SOUTH, THENCE WEST ALONG INTERSTATE
 KX1421'HIGHWAY 70S FOR 1.45 MILES, 23.0 FEET NORTH OF THE CENTERLINE
 KX1421'OF THE WEST BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 70S, AND
 KX1421'ABOUT 18 INCHES ABOVE THE LEVEL OF THE HIGHWAY.  IT IS SET
 KX1421'IN TOP OF THE HEADWALL OF A CONCRETE CULVERT UNDER INTERSTATE
 KX1421'HIGHWAY 70S.
 KX1421
 KX1421                          STATION RECOVERY (1970)
 KX1421
 KX1421'RECOVERY NOTE BY PA DEPT OF TRANSP 1970
 KX1421'RECOVERED IN GOOD CONDITION.
 KX1421
 KX1421                          STATION RECOVERY (1983)
 KX1421
 KX1421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1421'NOT RECOVERED, ASSUMED DESTROYED AS THE CULVERT HAS BEEN REPLACED BY A
 KX1421'NEW CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1867 ***********************************************************************
 KX1867  DESIGNATION -  G 284 RESET
 KX1867  PID         -  KX1867
 KX1867  STATE/COUNTY-  PA/WASHINGTON
 KX1867  USGS QUAD   -  CALIFORNIA (1979)
 KX1867
 KX1867                         *CURRENT SURVEY CONTROL
 KX1867  ___________________________________________________________________
 KX1867* NAD 83(1986)-  40 06 28.     (N)    079 53 50.     (W)     SCALED    
 KX1867* NAVD 88     -       294.40   (+/-2cm)     965.9    (feet)  VERTCON   
 KX1867  ___________________________________________________________________
 KX1867  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KX1867
 KX1867  VERT ORDER  -  THIRD (See Below)
 KX1867
 KX1867.The horizontal coordinates were scaled from a topographic map and have
 KX1867.an estimated accuracy of +/- 6 seconds.
 KX1867
 KX1867.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX1867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX1867.The vertical order pertains to the NGVD 29 superseded value.
 KX1867
 KX1867.The geoid height was determined by GEOID03.
 KX1867
 KX1867;                    North         East    Units  Estimated Accuracy
 KX1867;SPC PA S     -    88,220.      416,950.      MT  (+/- 180 meters Scaled)
 KX1867
 KX1867                          SUPERSEDED SURVEY CONTROL
 KX1867
 KX1867  NGVD 29 (02/24/03)  294.59   (m)          966.5    (f) RESET       3  
 KX1867
 KX1867.Superseded values are not recommended for survey control.
 KX1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1867.See file dsdata.txt to determine how the superseded data were derived.
 KX1867
 KX1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE939403(NAD 83)
 KX1867_MARKER: DB = BENCH MARK DISK
 KX1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1867_STAMPING: G 284 RESET 1978
 KX1867_PROJECTION: PROJECTING 10 CENTIMETERS
 KX1867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1867+STABILITY: SURFACE MOTION
 KX1867
 KX1867  HISTORY     - Date     Condition        Report By
 KX1867  HISTORY     - 1978     MONUMENTED       NGS
 KX1867
 KX1867                          STATION DESCRIPTION
 KX1867
 KX1867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KX1867'2.75 MI SE FROM CHARLEROI.
 KX1867'1.3 MILES SOUTH ALONG STATE HIGHWAY 88 FROM THE PENNSYLVANIA
 KX1867'RAILROAD DEPOT IN CHARLERIO TO THE JUNCTION OF INTERSTATE 70S,
 KX1867'THENCE 1.45 MILES WEST ALONG INTERSTATE 70S,
 KX1867'7.0 FT  EAST-NORTHWEST OF THE NORTH LEG OF A LARGE SIGN, 59
 KX1867'FEET SOUTH OF THE CENTER OF I 70 AND AT HIGHWAY STATION 140+50.
 KX1867'THE MARK IS 1.5 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0722 ***********************************************************************
 KY0722  DESIGNATION -  G 285
 KY0722  PID         -  KY0722
 KY0722  STATE/COUNTY-  PA/WASHINGTON
 KY0722  USGS QUAD   -  WASHINGTON EAST (1977)
 KY0722
 KY0722                         *CURRENT SURVEY CONTROL
 KY0722  ___________________________________________________________________
 KY0722* NAD 83(1986)-  40 09 33.     (N)    080 13 09.     (W)     SCALED    
 KY0722* NAVD 88     -       378.737  (meters)    1242.57   (feet)  ADJUSTED  
 KY0722  ___________________________________________________________________
 KY0722  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KY0722  DYNAMIC HT  -         378.523 (meters)    1241.87  (feet)  COMP
 KY0722  MODELED GRAV-     980,050.4   (mgal)                       NAVD 88
 KY0722
 KY0722  VERT ORDER  -  SECOND    CLASS 0
 KY0722
 KY0722.The horizontal coordinates were scaled from a topographic map and have
 KY0722.an estimated accuracy of +/- 6 seconds.
 KY0722
 KY0722.The orthometric height was determined by differential leveling
 KY0722.and adjusted by the National Geodetic Survey in June 1991..
 KY0722
 KY0722.The geoid height was determined by GEOID03.
 KY0722
 KY0722.The dynamic height is computed by dividing the NAVD 88
 KY0722.geopotential number by the normal gravity value computed on the
 KY0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0722.degrees latitude (g = 980.6199 gals.).
 KY0722
 KY0722.The modeled gravity was interpolated from observed gravity values.
 KY0722
 KY0722;                    North         East    Units  Estimated Accuracy
 KY0722;SPC PA S     -    94,640.      389,670.      MT  (+/- 180 meters Scaled)
 KY0722
 KY0722                          SUPERSEDED SURVEY CONTROL
 KY0722
 KY0722  NGVD 29 (??/??/92)  378.870  (m)         1243.01   (f) ADJ UNCH    2 0
 KY0722
 KY0722.Superseded values are not recommended for survey control.
 KY0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0722.See file dsdata.txt to determine how the superseded data were derived.
 KY0722
 KY0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE664457(NAD 83)
 KY0722_MARKER: DB = BENCH MARK DISK
 KY0722_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0722_SP_SET: BASE
 KY0722_STAMPING: G 285 1961
 KY0722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0722
 KY0722  HISTORY     - Date     Condition        Report By
 KY0722  HISTORY     - 1961     MONUMENTED       CGS
 KY0722
 KY0722                          STATION DESCRIPTION
 KY0722
 KY0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KY0722'1.6 MI E FROM WASHINGTON.
 KY0722'ABOUT 1.68 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 KY0722'IN WASHINGTON, 30.0 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 KY0722'40 AND 7.5 FEET EAST OF THE COMMUNITY HONOR ROOL MONUMENT.  SET
 KY0722'IN TOP OF THE CONCRETE BASE OF A FLAG POLE AT THE COMMUNITY HONOR
 KY0722'ROLL MONUMENT FOR 1941 AND 1945 SOLDIERS OF WASHINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1749 ***********************************************************************
 JV1749  DESIGNATION -  G 287 PADH
 JV1749  PID         -  JV1749
 JV1749  STATE/COUNTY-  PA/YORK
 JV1749  USGS QUAD   -  YORK (1990)
 JV1749
 JV1749                         *CURRENT SURVEY CONTROL
 JV1749  ___________________________________________________________________
 JV1749* NAD 83(1986)-  39 56 13.     (N)    076 40 55.     (W)     SCALED    
 JV1749* NAVD 88     -       175.739  (meters)     576.57   (feet)  ADJUSTED  
 JV1749  ___________________________________________________________________
 JV1749  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 JV1749  DYNAMIC HT  -         175.649 (meters)     576.28  (feet)  COMP
 JV1749  MODELED GRAV-     980,108.1   (mgal)                       NAVD 88
 JV1749
 JV1749  VERT ORDER  -  SECOND    CLASS 0
 JV1749
 JV1749.The horizontal coordinates were scaled from a topographic map and have
 JV1749.an estimated accuracy of +/- 6 seconds.
 JV1749
 JV1749.The orthometric height was determined by differential leveling
 JV1749.and adjusted by the National Geodetic Survey in June 1991..
 JV1749
 JV1749.The geoid height was determined by GEOID03.
 JV1749
 JV1749.The dynamic height is computed by dividing the NAVD 88
 JV1749.geopotential number by the normal gravity value computed on the
 JV1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1749.degrees latitude (g = 980.6199 gals.).
 JV1749
 JV1749.The modeled gravity was interpolated from observed gravity values.
 JV1749
 JV1749;                    North         East    Units  Estimated Accuracy
 JV1749;SPC PA S     -    67,570.      691,290.      MT  (+/- 180 meters Scaled)
 JV1749
 JV1749                          SUPERSEDED SURVEY CONTROL
 JV1749
 JV1749  NGVD 29 (??/??/??)  175.987  (m)          577.38   (f) ADJUSTED    2 0
 JV1749
 JV1749.Superseded values are not recommended for survey control.
 JV1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1749.See file dsdata.txt to determine how the superseded data were derived.
 JV1749
 JV1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK562221(NAD 83)
 JV1749_MARKER: DD = SURVEY DISK
 JV1749_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1749_SP_SET: BRIDGE
 JV1749_STAMPING: G 287
 JV1749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1749
 JV1749  HISTORY     - Date     Condition        Report By
 JV1749  HISTORY     - UNK      MONUMENTED       PADH
 JV1749  HISTORY     - 1961     GOOD             CGS
 JV1749  HISTORY     - 1988     GOOD             USPSQD
 JV1749  HISTORY     - 1989     GOOD             USPSQD
 JV1749  HISTORY     - 20030926 MARK NOT FOUND   HERBER
 JV1749
 JV1749                          STATION DESCRIPTION
 JV1749
 JV1749'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JV1749'1.5 MI N FROM SPRY.
 JV1749'0.5 MILE NORTH ALONG U.S. HIGHWAY 111 AND INTERSTATE HIGHWAY
 JV1749'83 FROM THE INTERCHANGE BRIDGE AT THE JUNCTION OF STATE
 JV1749'HIGHWAY 74 ABOUT 1.0 MILE NORTH OF SPRY, 22.0 FEET EAST OF
 JV1749'THE CENTERLINE OF THE NORTH BOUND TRAFFIC LANE OF U.S. HIGHWAY
 JV1749'111 AND INTERSTATE HIGHWAY 84.  SET IN TOP OF THE SOUTH END OF
 JV1749'THE EAST CONCRETE BANISTER OF A CONCRETE BRIDGE OVER A
 JV1749'BLACKTOP ROAD AND IS ABOUT 2.0 FEET ABOVE THE LEVEL OF THE
 JV1749'HIGHWAY.  ALSO ABOUT 1.64 MILES SOUTHEAST ALONG U.S. HIGHWAY 111
 JV1749'AND INTERSTATE HIGHWAY 83 FROM THE INTERCHANGE BRIDGE OF
 JV1749'U.S. HIGHWAY 111, INTERSTATE HIGHWAY 83 AT THE JUNCTION OF
 JV1749'U.S. HIGHWAY 30 AT THE EAST EDGE OF YORK.
 JV1749
 JV1749                          STATION RECOVERY (1988)
 JV1749
 JV1749'RECOVERY NOTE BY US POWER SQUADRON 1988 (RED)
 JV1749'RECOVERED IN GOOD CONDITION.
 JV1749
 JV1749                          STATION RECOVERY (1989)
 JV1749
 JV1749'RECOVERY NOTE BY US POWER SQUADRON 1989 (RED)
 JV1749'RECOVERED IN GOOD CONDITION.
 JV1749
 JV1749                          STATION RECOVERY (2003)
 JV1749
 JV1749'RECOVERY NOTE BY HERBERT, ROWLAND AND GRUBIC 2003 (EMO)
 JV1749'BRIDGE ON I-83 WHERE G 287 PADH WAS INSTALLED HAS BEEN REPLACED.  A
 JV1749'NEW BENCHMARK (EEC-15) HAS BEEN PLACED IN A SIMILAR POSITION ON THE
 JV1749'BRIDGE AND SHOULD NOT BE CONFUSED WITH G 287 PADH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1111 ***********************************************************************
 LY1111  DESIGNATION -  G 288
 LY1111  PID         -  LY1111
 LY1111  STATE/COUNTY-  PA/MONROE
 LY1111  USGS QUAD   -  TOBYHANNA (1994)
 LY1111
 LY1111                         *CURRENT SURVEY CONTROL
 LY1111  ___________________________________________________________________
 LY1111* NAD 83(1986)-  41 13 06.     (N)    075 26 53.     (W)     SCALED    
 LY1111* NAVD 88     -       587.802  (meters)    1928.48   (feet)  ADJUSTED  
 LY1111  ___________________________________________________________________
 LY1111  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 LY1111  DYNAMIC HT  -         587.512 (meters)    1927.53  (feet)  COMP
 LY1111  MODELED GRAV-     980,111.6   (mgal)                       NAVD 88
 LY1111
 LY1111  VERT ORDER  -  SECOND    CLASS 0
 LY1111
 LY1111.The horizontal coordinates were scaled from a topographic map and have
 LY1111.an estimated accuracy of +/- 6 seconds.
 LY1111
 LY1111.The orthometric height was determined by differential leveling
 LY1111.and adjusted by the National Geodetic Survey in June 1991..
 LY1111
 LY1111.The geoid height was determined by GEOID03.
 LY1111
 LY1111.The dynamic height is computed by dividing the NAVD 88
 LY1111.geopotential number by the normal gravity value computed on the
 LY1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1111.degrees latitude (g = 980.6199 gals.).
 LY1111
 LY1111.The modeled gravity was interpolated from observed gravity values.
 LY1111
 LY1111;                    North         East    Units  Estimated Accuracy
 LY1111;SPC PA N     -   119,360.      793,000.      MT  (+/- 180 meters Scaled)
 LY1111
 LY1111                          SUPERSEDED SURVEY CONTROL
 LY1111
 LY1111  NGVD 29 (??/??/92)  587.996  (m)         1929.12   (f) ADJ UNCH    2 0
 LY1111
 LY1111.Superseded values are not recommended for survey control.
 LY1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1111.See file dsdata.txt to determine how the superseded data were derived.
 LY1111
 LY1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL624630(NAD 83)
 LY1111_MARKER: DB = BENCH MARK DISK
 LY1111_SETTING: 80 = SET IN A BOULDER
 LY1111_SP_SET: BOULDER
 LY1111_STAMPING: G 288 1961
 LY1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1111+STABILITY: SURFACE MOTION
 LY1111
 LY1111  HISTORY     - Date     Condition        Report By
 LY1111  HISTORY     - 1961     MONUMENTED       CGS
 LY1111
 LY1111                          STATION DESCRIPTION
 LY1111
 LY1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1111'2 MI S FROM GOULDSBORO.
 LY1111'2.0 MILE SOUTH ALONG THE DELAWARE LACKAWANNA AND WESTERN
 LY1111'RAILROAD FROM THE STATION AT GOULDSBORO, SET VERTICAL IN THE
 LY1111'WEST FACE OF A BOULDER WHICH IS 10 FEET LONG AND 4 1/2 FEET HIGH
 LY1111'IN A BANK AT MILE POST 111, 4 FEET EAST OF MILE POST 111, 19
 LY1111'FEET EAST OF THE EAST RAIL, ABOUT 1 FOOT ABOVE THE LEVEL OF
 LY1111'THE GROUND, 2 FEET BELOW THE LEVEL OF THE TRACKS, STANDARD
 LY1111'BENCH MARK DISK DRILLED IN VERTICAL, STAMPED, G 288 1961.
 LY1111'NOTE-- ABOUT 0.25 MILE NORTH OF OVER HEAD SIGNAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1770 ***********************************************************************
 JV1770  DESIGNATION -  G 289 PADH
 JV1770  PID         -  JV1770
 JV1770  STATE/COUNTY-  PA/YORK
 JV1770  USGS QUAD   -  YORK (1990)
 JV1770
 JV1770                         *CURRENT SURVEY CONTROL
 JV1770  ___________________________________________________________________
 JV1770* NAD 83(1986)-  39 53 03.     (N)    076 41 42.     (W)     SCALED    
 JV1770* NAVD 88     -       155.627  (meters)     510.59   (feet)  ADJUSTED  
 JV1770  ___________________________________________________________________
 JV1770  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JV1770  DYNAMIC HT  -         155.546 (meters)     510.32  (feet)  COMP
 JV1770  MODELED GRAV-     980,106.7   (mgal)                       NAVD 88
 JV1770
 JV1770  VERT ORDER  -  SECOND    CLASS 0
 JV1770
 JV1770.The horizontal coordinates were scaled from a topographic map and have
 JV1770.an estimated accuracy of +/- 6 seconds.
 JV1770
 JV1770.The orthometric height was determined by differential leveling
 JV1770.and adjusted by the National Geodetic Survey in June 1991..
 JV1770
 JV1770.The geoid height was determined by GEOID03.
 JV1770
 JV1770.The dynamic height is computed by dividing the NAVD 88
 JV1770.geopotential number by the normal gravity value computed on the
 JV1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1770.degrees latitude (g = 980.6199 gals.).
 JV1770
 JV1770.The modeled gravity was interpolated from observed gravity values.
 JV1770
 JV1770;                    North         East    Units  Estimated Accuracy
 JV1770;SPC PA S     -    61,700.      690,240.      MT  (+/- 180 meters Scaled)
 JV1770
 JV1770                          SUPERSEDED SURVEY CONTROL
 JV1770
 JV1770  NGVD 29 (??/??/??)  155.865  (m)          511.37   (f) ADJUSTED    2 0
 JV1770
 JV1770.Superseded values are not recommended for survey control.
 JV1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1770.See file dsdata.txt to determine how the superseded data were derived.
 JV1770
 JV1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK550162(NAD 83)
 JV1770_MARKER: DD = SURVEY DISK
 JV1770_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1770_SP_SET: BRIDGE
 JV1770_STAMPING: G 289
 JV1770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1770
 JV1770  HISTORY     - Date     Condition        Report By
 JV1770  HISTORY     - UNK      MONUMENTED       PADH
 JV1770  HISTORY     - 1961     GOOD             CGS
 JV1770  HISTORY     - 1987     GOOD             USPSQD
 JV1770  HISTORY     - 1988     GOOD             USPSQD
 JV1770
 JV1770                          STATION DESCRIPTION
 JV1770
 JV1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JV1770'3.8 MI S FROM SPRY.
 JV1770'3.85 MILES SOUTH ALONG U.S. HIGHWAY 111, INTERSTATE HIGHWAY 83
 JV1770'FROM THE INTERCHANGE BRIDGE AT THE JUNCTION OF STATE HIGHWAY
 JV1770'74 ABOUT 1.0 MILE NORTH OF SPRY, 24.0 FEET EAST OF THE CENTERLINE
 JV1770'OF THE NORTH BOUND TRAFFIC LANE OF U.S. HIGHWAY 111, INTERSTATE
 JV1770'HIGHWAY 83 AND 3.5 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 JV1770'THE BRIDGE.  SET IN TOP OF THE SOUTHEAST WINGWALL OF A 45.0
 JV1770'FOOT LONG CONCRETE BRIDGE OF U.S. HIGHWAY 111, INTERSTATE
 JV1770'HIGHWAY 83 OVER A BLACKTOP ROAD AND IS ABOUT 1.0 FOOT BELOW
 JV1770'THE LEVEL OF THE HIGHWAY AND SURFACE OF THE BRIDGE.
 JV1770
 JV1770                          STATION RECOVERY (1987)
 JV1770
 JV1770'RECOVERY NOTE BY US POWER SQUADRON 1987 (RED)
 JV1770'RECOVERED IN GOOD CONDITION.
 JV1770
 JV1770                          STATION RECOVERY (1988)
 JV1770
 JV1770'RECOVERY NOTE BY US POWER SQUADRON 1988 (RED)
 JV1770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1377 ***********************************************************************
 LZ1377  DESIGNATION -  G 29
 LZ1377  PID         -  LZ1377
 LZ1377  STATE/COUNTY-  PA/POTTER
 LZ1377  USGS QUAD   -  CHERRY SPRINGS (1994)
 LZ1377
 LZ1377                         *CURRENT SURVEY CONTROL
 LZ1377  ___________________________________________________________________
 LZ1377* NAD 83(1986)-  41 38 55.     (N)    077 47 24.     (W)     SCALED    
 LZ1377* NAVD 88     -       655.189  (meters)    2149.57   (feet)  ADJUSTED  
 LZ1377  ___________________________________________________________________
 LZ1377  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 LZ1377  DYNAMIC HT  -         654.885 (meters)    2148.57  (feet)  COMP
 LZ1377  MODELED GRAV-     980,137.5   (mgal)                       NAVD 88
 LZ1377
 LZ1377  VERT ORDER  -  SECOND    CLASS 0
 LZ1377
 LZ1377.The horizontal coordinates were scaled from a topographic map and have
 LZ1377.an estimated accuracy of +/- 6 seconds.
 LZ1377
 LZ1377.The orthometric height was determined by differential leveling
 LZ1377.and adjusted by the National Geodetic Survey in June 1991..
 LZ1377
 LZ1377.The geoid height was determined by GEOID03.
 LZ1377
 LZ1377.The dynamic height is computed by dividing the NAVD 88
 LZ1377.geopotential number by the normal gravity value computed on the
 LZ1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1377.degrees latitude (g = 980.6199 gals.).
 LZ1377
 LZ1377.The modeled gravity was interpolated from observed gravity values.
 LZ1377
 LZ1377;                    North         East    Units  Estimated Accuracy
 LZ1377;SPC PA N     -   164,580.      596,670.      MT  (+/- 180 meters Scaled)
 LZ1377
 LZ1377                          SUPERSEDED SURVEY CONTROL
 LZ1377
 LZ1377  NGVD 29 (??/??/92)  655.308  (m)         2149.96   (f) ADJ UNCH    2 0
 LZ1377
 LZ1377.Superseded values are not recommended for survey control.
 LZ1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1377.See file dsdata.txt to determine how the superseded data were derived.
 LZ1377
 LZ1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM676145(NAD 83)
 LZ1377_MARKER: DB = BENCH MARK DISK
 LZ1377_SETTING: 66 = SET IN ROCK OUTCROP
 LZ1377_SP_SET: ROCK OUTCROP
 LZ1377_STAMPING: G 29 1934
 LZ1377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ1377+STABILITY: POSITION/ELEVATION WELL
 LZ1377
 LZ1377  HISTORY     - Date     Condition        Report By
 LZ1377  HISTORY     - 1934     MONUMENTED       CGS
 LZ1377  HISTORY     - 1935     GOOD             NGS
 LZ1377
 LZ1377                          STATION DESCRIPTION
 LZ1377
 LZ1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1377'9.5 MI E FROM HULL.
 LZ1377'9.5 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 LZ1377'HULL, POTTER COUNTY, ABOUT 1,590 FEET WEST OF MILEPOST 130,
 LZ1377'ABOUT 400 FEET EAST OF THE CHERRY SPRINGS ROD AND GUN CLUB,
 LZ1377'9 FEET NORTH OF THE CENTER LINE OF THE TRACK, IN THE TOP OF A
 LZ1377'ROCK OUTCROP, AND 1 FOOT HIGHER THAN THE TOP OF THE RAIL.  A
 LZ1377'STANDARD DISK, STAMPED G 29 1934.
 LZ1377
 LZ1377                          STATION RECOVERY (1935)
 LZ1377
 LZ1377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 LZ1377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0839 ***********************************************************************
 KW0839  DESIGNATION -  G 3
 KW0839  PID         -  KW0839
 KW0839  STATE/COUNTY-  PA/DAUPHIN
 KW0839  USGS QUAD   -  HARRISBURG EAST (1987)
 KW0839
 KW0839                         *CURRENT SURVEY CONTROL
 KW0839  ___________________________________________________________________
 KW0839* NAD 83(1986)-  40 15 46.     (N)    076 47 12.     (W)     SCALED    
 KW0839* NAVD 88     -       133.424  (meters)     437.74   (feet)  ADJUSTED  
 KW0839  ___________________________________________________________________
 KW0839  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 KW0839  DYNAMIC HT  -         133.357 (meters)     437.52  (feet)  COMP
 KW0839  MODELED GRAV-     980,116.9   (mgal)                       NAVD 88
 KW0839
 KW0839  VERT ORDER  -  FIRST     CLASS I
 KW0839
 KW0839.The horizontal coordinates were scaled from a topographic map and have
 KW0839.an estimated accuracy of +/- 6 seconds.
 KW0839
 KW0839.The orthometric height was determined by differential leveling
 KW0839.and adjusted by the National Geodetic Survey in June 1991..
 KW0839
 KW0839.The geoid height was determined by GEOID03.
 KW0839
 KW0839.The dynamic height is computed by dividing the NAVD 88
 KW0839.geopotential number by the normal gravity value computed on the
 KW0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0839.degrees latitude (g = 980.6199 gals.).
 KW0839
 KW0839.The modeled gravity was interpolated from observed gravity values.
 KW0839
 KW0839;                    North         East    Units  Estimated Accuracy
 KW0839;SPC PA S     -   103,650.      681,940.      MT  (+/- 180 meters Scaled)
 KW0839
 KW0839                          SUPERSEDED SURVEY CONTROL
 KW0839
 KW0839  NGVD 29 (??/??/??)  133.632  (m)          438.42   (f) ADJUSTED    1 1
 KW0839
 KW0839.Superseded values are not recommended for survey control.
 KW0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0839.See file dsdata.txt to determine how the superseded data were derived.
 KW0839
 KW0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK480584(NAD 83)
 KW0839_MARKER: DB = BENCH MARK DISK
 KW0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0839_STAMPING: G 3 1929 438.424
 KW0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0839+STABILITY: SURFACE MOTION
 KW0839
 KW0839  HISTORY     - Date     Condition        Report By
 KW0839  HISTORY     - 1929     MONUMENTED       CGS
 KW0839  HISTORY     - 1966     GOOD             CGS
 KW0839  HISTORY     - 20020606 MARK NOT FOUND   PADT
 KW0839
 KW0839                          STATION DESCRIPTION
 KW0839
 KW0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0839'3.8 MI W FROM HUMMELSTOWN.
 KW0839'ABOUT 3.8 MILES WEST ALONG THE READING COMPANY RAILROAD FROM
 KW0839'THE STATION AT HUMMELSTOWN, OR ABOUT 5.1 MILES EAST ALONG THE
 KW0839'READING COMPANY RAILROAD FROM THE STATION AT HARRISBURG, ABOUT
 KW0839'0.1 MILE WEST OF A STEEL TOWER SUPPORTING 12 YARD LIGHTS, 175
 KW0839'FEET SOUTH OF AND ACROSS DERRY STREET FROM A TWO STORY HOUSE, 153
 KW0839'FEET WEST OF FRACTIONAL MILEPOST 48/20, 123 FEET WEST OF A POWER
 KW0839'POLE BRACED BY 2 GUY WIRES AND BEARING A LINE WHICH CROSSES OVER
 KW0839'THE TRACK, 18 1/2 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 KW0839'TRACK, 1.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 1/2 FEET
 KW0839'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 KW0839'POST PROJECTING 6-INCHES.
 KW0839
 KW0839                          STATION RECOVERY (2002)
 KW0839
 KW0839'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (LJM)
 KW0839'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0761 ***********************************************************************
 LZ0761  DESIGNATION -  G 30
 LZ0761  PID         -  LZ0761
 LZ0761  STATE/COUNTY-  PA/TIOGA
 LZ0761  USGS QUAD   -  TIADAGHTON (1994)
 LZ0761
 LZ0761                         *CURRENT SURVEY CONTROL
 LZ0761  ___________________________________________________________________
 LZ0761* NAD 83(1986)-  41 43 51.     (N)    077 25 42.     (W)     SCALED    
 LZ0761* NAVD 88     -       347.404  (meters)    1139.77   (feet)  ADJUSTED  
 LZ0761  ___________________________________________________________________
 LZ0761  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 LZ0761  DYNAMIC HT  -         347.255 (meters)    1139.29  (feet)  COMP
 LZ0761  MODELED GRAV-     980,186.3   (mgal)                       NAVD 88
 LZ0761
 LZ0761  VERT ORDER  -  SECOND    CLASS 0
 LZ0761
 LZ0761.The horizontal coordinates were scaled from a topographic map and have
 LZ0761.an estimated accuracy of +/- 6 seconds.
 LZ0761
 LZ0761.The orthometric height was determined by differential leveling
 LZ0761.and adjusted by the National Geodetic Survey in June 1991..
 LZ0761
 LZ0761.The geoid height was determined by GEOID03.
 LZ0761
 LZ0761.The dynamic height is computed by dividing the NAVD 88
 LZ0761.geopotential number by the normal gravity value computed on the
 LZ0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0761.degrees latitude (g = 980.6199 gals.).
 LZ0761
 LZ0761.The modeled gravity was interpolated from observed gravity values.
 LZ0761
 LZ0761;                    North         East    Units  Estimated Accuracy
 LZ0761;SPC PA N     -   173,760.      626,760.      MT  (+/- 180 meters Scaled)
 LZ0761
 LZ0761                          SUPERSEDED SURVEY CONTROL
 LZ0761
 LZ0761  NGVD 29 (??/??/92)  347.538  (m)         1140.21   (f) ADJ UNCH    2 0
 LZ0761
 LZ0761.Superseded values are not recommended for survey control.
 LZ0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0761.See file dsdata.txt to determine how the superseded data were derived.
 LZ0761
 LZ0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM980227(NAD 83)
 LZ0761_MARKER: DB = BENCH MARK DISK
 LZ0761_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0761_SP_SET: BRIDGE
 LZ0761_STAMPING: G 30 1934
 LZ0761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0761
 LZ0761  HISTORY     - Date     Condition        Report By
 LZ0761  HISTORY     - 1934     MONUMENTED       CGS
 LZ0761
 LZ0761                          STATION DESCRIPTION
 LZ0761
 LZ0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0761'1.1 MI S FROM ANSONIA.
 LZ0761'ABOUT 1.1 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LZ0761'ANSONIA, TIOGA COUNTY, ABOUT 1,100 FEET SOUTH OF MILEPOST L 115,
 LZ0761'ABOUT 60 FEET NORTHWEST OF THE DARLING RUN WATER TANK, AT 40-FOOT
 LZ0761'SPAN CONCRETE BRIDGE 125, IN THE TOP OF THE NORTH END OF THE
 LZ0761'WEST COPING, 5 FEET WEST OF THE WEST RAIL, AND ABOUT 0.5 FOOT
 LZ0761'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED G 30
 LZ0761'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1742 ***********************************************************************
 JU1742  DESIGNATION -  G 302
 JU1742  PID         -  JU1742
 JU1742  STATE/COUNTY-  PA/CHESTER
 JU1742  USGS QUAD   -  UNIONVILLE (1992)
 JU1742
 JU1742                         *CURRENT SURVEY CONTROL
 JU1742  ___________________________________________________________________
 JU1742* NAD 83(1986)-  39 58 11.     (N)    075 39 59.     (W)     SCALED    
 JU1742* NAVD 88     -        63.381  (meters)     207.94   (feet)  ADJUSTED  
 JU1742  ___________________________________________________________________
 JU1742  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 JU1742  DYNAMIC HT  -          63.351 (meters)     207.84  (feet)  COMP
 JU1742  MODELED GRAV-     980,143.9   (mgal)                       NAVD 88
 JU1742
 JU1742  VERT ORDER  -  SECOND    CLASS 0
 JU1742
 JU1742.The horizontal coordinates were scaled from a topographic map and have
 JU1742.an estimated accuracy of +/- 6 seconds.
 JU1742
 JU1742.The orthometric height was determined by differential leveling
 JU1742.and adjusted by the National Geodetic Survey in June 1991..
 JU1742
 JU1742.The geoid height was determined by GEOID03.
 JU1742
 JU1742.The dynamic height is computed by dividing the NAVD 88
 JU1742.geopotential number by the normal gravity value computed on the
 JU1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1742.degrees latitude (g = 980.6199 gals.).
 JU1742
 JU1742.The modeled gravity was interpolated from observed gravity values.
 JU1742
 JU1742;                    North         East    Units  Estimated Accuracy
 JU1742;SPC PA S     -    72,760.      777,990.      MT  (+/- 180 meters Scaled)
 JU1742
 JU1742                          SUPERSEDED SURVEY CONTROL
 JU1742
 JU1742  NGVD 29 (??/??/??)   63.665  (m)          208.87   (f) ADJUSTED    2 0
 JU1742
 JU1742.Superseded values are not recommended for survey control.
 JU1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1742.See file dsdata.txt to determine how the superseded data were derived.
 JU1742
 JU1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK430246(NAD 83)
 JU1742_MARKER: DD = SURVEY DISK
 JU1742_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JU1742_SP_SET: BRIDGE WINGWALL
 JU1742_STAMPING: G 302 1966
 JU1742_MARK LOGO: PADH  
 JU1742_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU1742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1742
 JU1742  HISTORY     - Date     Condition        Report By
 JU1742  HISTORY     - 1966     MONUMENTED       PADH
 JU1742  HISTORY     - 1966     GOOD             CGS
 JU1742  HISTORY     - 1988     GOOD             USPSQD
 JU1742  HISTORY     - 19930623 GOOD             PADT
 JU1742
 JU1742                          STATION DESCRIPTION
 JU1742
 JU1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1742'2.9 MI NW FROM WEST CHESTER.
 JU1742'2.9 MILES NORTHWEST ALONG U.S. HIGHWAY 322 FROM THE JUNCTION
 JU1742'OF U.S. HIGHWAY 322 AND STATE HIGHWAY 162 AT THE WEST EDGE OF
 JU1742'WEST CHESTER, 19 FEET NORTH OF THE CENTERLINE OF HIGHWAY, SET
 JU1742'IN THE TOP OF THE NORTHEAST WINGWALL OF A BRIDGE AND IS ABOUT
 JU1742'1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 JU1742
 JU1742                          STATION RECOVERY (1988)
 JU1742
 JU1742'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDC)
 JU1742'RECOVERED IN GOOD CONDITION.
 JU1742
 JU1742                          STATION RECOVERY (1993)
 JU1742
 JU1742'RECOVERY NOTE BY PA DEPT OF TRANSP 1993
 JU1742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1762 ***********************************************************************
 JU1762  DESIGNATION -  G 303 PADH
 JU1762  PID         -  JU1762
 JU1762  STATE/COUNTY-  PA/CHESTER
 JU1762  USGS QUAD   -  COATESVILLE (1997)
 JU1762
 JU1762                         *CURRENT SURVEY CONTROL
 JU1762  ___________________________________________________________________
 JU1762* NAD 83(1986)-  39 59 17.     (N)    075 52 20.     (W)     SCALED    
 JU1762* NAVD 88     -       208.296  (meters)     683.38   (feet)  ADJUSTED  
 JU1762  ___________________________________________________________________
 JU1762  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JU1762  DYNAMIC HT  -         208.190 (meters)     683.04  (feet)  COMP
 JU1762  MODELED GRAV-     980,115.1   (mgal)                       NAVD 88
 JU1762
 JU1762  VERT ORDER  -  SECOND    CLASS 0
 JU1762
 JU1762.The horizontal coordinates were scaled from a topographic map and have
 JU1762.an estimated accuracy of +/- 6 seconds.
 JU1762
 JU1762.The orthometric height was determined by differential leveling
 JU1762.and adjusted by the National Geodetic Survey in June 1991..
 JU1762
 JU1762.The geoid height was determined by GEOID03.
 JU1762
 JU1762.The dynamic height is computed by dividing the NAVD 88
 JU1762.geopotential number by the normal gravity value computed on the
 JU1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1762.degrees latitude (g = 980.6199 gals.).
 JU1762
 JU1762.The modeled gravity was interpolated from observed gravity values.
 JU1762
 JU1762;                    North         East    Units  Estimated Accuracy
 JU1762;SPC PA S     -    74,400.      760,370.      MT  (+/- 180 meters Scaled)
 JU1762
 JU1762                          SUPERSEDED SURVEY CONTROL
 JU1762
 JU1762  NGVD 29 (??/??/??)  208.568  (m)          684.28   (f) ADJUSTED    2 0
 JU1762
 JU1762.Superseded values are not recommended for survey control.
 JU1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1762.See file dsdata.txt to determine how the superseded data were derived.
 JU1762
 JU1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK255267(NAD 83)
 JU1762_MARKER: DD = SURVEY DISK
 JU1762_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1762_SP_SET: OVERPASS BANNISTER
 JU1762_STAMPING: G 303 1966
 JU1762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1762
 JU1762  HISTORY     - Date     Condition        Report By
 JU1762  HISTORY     - 1966     MONUMENTED       PADH
 JU1762  HISTORY     - 1966     GOOD             CGS
 JU1762  HISTORY     - 19910630 GOOD             USPSQD
 JU1762  HISTORY     - 20000311 GOOD             USPSQD
 JU1762  HISTORY     - 20000701 GOOD             PADT
 JU1762
 JU1762                          STATION DESCRIPTION
 JU1762
 JU1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1762'8 MI E FROM GAP.
 JU1762'5.3 MILES EAST ALONG U.S. HIGHWAY 30 FROM ITS JUNCTION WITH STATE
 JU1762'HIGHWAY 41 IN GAP TO THE JUNCTION OF U.S. HIGHWAY 30 AND U.S.
 JU1762'HIGHWAY 30 (EXPRESSWAY), THENCE EAST ALONG EXPRESSWAY 2.7 MILES,
 JU1762'8.2 MILES WEST OF DOWNINGTOWN, 19 FEET WEST OF THE APPROXIMATE
 JU1762'CENTER OF A ROAD, 1.0 FOOT SOUTH OF NORTH END, SET IN THE TOP OF
 JU1762'NORTH END OF WEST BANNISTER OF A OVERPASS AT THE CHESTER COUNTY
 JU1762'AIRPORT EXIT, AND IS ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
 JU1762
 JU1762                          STATION RECOVERY (1991)
 JU1762
 JU1762'RECOVERY NOTE BY US POWER SQUADRON 1991 (REM)
 JU1762'RECOVERED IN GOOD CONDITION.
 JU1762
 JU1762                          STATION RECOVERY (2000)
 JU1762
 JU1762'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU1762'RECOVERED IN GOOD CONDITION.
 JU1762
 JU1762                          STATION RECOVERY (2000)
 JU1762
 JU1762'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 JU1762'TO REACH FROM THE INTERSECTION OF STATE ROUTE 10 AND US ROUTE 30, HEAD
 JU1762'EAST ON US ROUTE 30 BYPASS FOR 3.1 MILES TO THE MARK ON THE LEFT.  THE
 JU1762'MARK IS A PDH DISK STAMPED --G 303 1966-- AND IS SET AT THE NW CORNER
 JU1762'OF THE WESTERN PARAPET WALL OF AN OVERPASS (AIRPORT ROAD).  THE DISK
 JU1762'IS 20 FT NORTH OF CENTERLINE OF US ROUTE 30 WESTBOUND, AND 20 FT WEST
 JU1762'OF THE CENTERLINE OF AIRPORT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0771 ***********************************************************************
 KW0771  DESIGNATION -  G 304
 KW0771  PID         -  KW0771
 KW0771  STATE/COUNTY-  PA/LANCASTER
 KW0771  USGS QUAD   -  LEOLA (1992)
 KW0771
 KW0771                         *CURRENT SURVEY CONTROL
 KW0771  ___________________________________________________________________
 KW0771* NAD 83(1986)-  40 01 08.     (N)    076 10 35.     (W)     SCALED    
 KW0771* NAVD 88     -       112.248  (meters)     368.27   (feet)  ADJUSTED  
 KW0771  ___________________________________________________________________
 KW0771  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 KW0771  DYNAMIC HT  -         112.190 (meters)     368.08  (feet)  COMP
 KW0771  MODELED GRAV-     980,109.1   (mgal)                       NAVD 88
 KW0771
 KW0771  VERT ORDER  -  SECOND    CLASS 0
 KW0771
 KW0771.The horizontal coordinates were scaled from a topographic map and have
 KW0771.an estimated accuracy of +/- 6 seconds.
 KW0771
 KW0771.The orthometric height was determined by differential leveling
 KW0771.and adjusted by the National Geodetic Survey in June 1991..
 KW0771
 KW0771.The geoid height was determined by GEOID03.
 KW0771
 KW0771.The dynamic height is computed by dividing the NAVD 88
 KW0771.geopotential number by the normal gravity value computed on the
 KW0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0771.degrees latitude (g = 980.6199 gals.).
 KW0771
 KW0771.The modeled gravity was interpolated from observed gravity values.
 KW0771
 KW0771;                    North         East    Units  Estimated Accuracy
 KW0771;SPC PA S     -    77,320.      734,330.      MT  (+/- 180 meters Scaled)
 KW0771
 KW0771                          SUPERSEDED SURVEY CONTROL
 KW0771
 KW0771  NGVD 29 (??/??/??)  112.517  (m)          369.15   (f) ADJUSTED    2 0
 KW0771
 KW0771.Superseded values are not recommended for survey control.
 KW0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0771.See file dsdata.txt to determine how the superseded data were derived.
 KW0771
 KW0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK996305(NAD 83)
 KW0771_MARKER: DB = BENCH MARK DISK
 KW0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0771_STAMPING: G 304 1966
 KW0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0771+STABILITY: SURFACE MOTION
 KW0771
 KW0771  HISTORY     - Date     Condition        Report By
 KW0771  HISTORY     - 1966     MONUMENTED       CGS
 KW0771
 KW0771                          STATION DESCRIPTION
 KW0771
 KW0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0771'1.1 MI W FROM SOUNDERSBURG.
 KW0771'ABOUT 1.1 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE
 KW0771'IN SOUNDERSBURG, 24 FEET SOUTH OF THE APPROXIMATE CENTER OF
 KW0771'HIGHWAY, 12 FEET WEST OF THE APPROXIMATE CENTER OF A DRIVEWAY,
 KW0771'3.0 FEET NORTHWEST OF THE NORTHEAST CORNER OF A WHITE BOARD
 KW0771'FENCE, 2.7 FEET WEST OF A POWER LINE POLE, 2.7 FEET WEST OF A
 KW0771'METAL WITNESS SIGN, 1.5 FEET NORTH OF THE FENCE, SET IN THE TOP OF
 KW0771'A CONCRETE POST PROJECTING 3-INCHES AND IS ABOUT 1 FOOT BELOW
 KW0771'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0792 ***********************************************************************
 KW0792  DESIGNATION -  G 305 PADH
 KW0792  PID         -  KW0792
 KW0792  STATE/COUNTY-  PA/LANCASTER
 KW0792  USGS QUAD   -  LANCASTER (1995)
 KW0792
 KW0792                         *CURRENT SURVEY CONTROL
 KW0792  ___________________________________________________________________
 KW0792* NAD 83(1986)-  40 03 48.     (N)    076 20 23.     (W)     SCALED    
 KW0792* NAVD 88     -       100.842  (meters)     330.85   (feet)  ADJUSTED  
 KW0792  ___________________________________________________________________
 KW0792  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KW0792  DYNAMIC HT  -         100.790 (meters)     330.68  (feet)  COMP
 KW0792  MODELED GRAV-     980,110.4   (mgal)                       NAVD 88
 KW0792
 KW0792  VERT ORDER  -  SECOND    CLASS 0
 KW0792
 KW0792.The horizontal coordinates were scaled from a topographic map and have
 KW0792.an estimated accuracy of +/- 6 seconds.
 KW0792
 KW0792.The orthometric height was determined by differential leveling
 KW0792.and adjusted by the National Geodetic Survey in June 1991..
 KW0792
 KW0792.The geoid height was determined by GEOID03.
 KW0792
 KW0792.The dynamic height is computed by dividing the NAVD 88
 KW0792.geopotential number by the normal gravity value computed on the
 KW0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0792.degrees latitude (g = 980.6199 gals.).
 KW0792
 KW0792.The modeled gravity was interpolated from observed gravity values.
 KW0792
 KW0792;                    North         East    Units  Estimated Accuracy
 KW0792;SPC PA S     -    82,020.      720,310.      MT  (+/- 180 meters Scaled)
 KW0792
 KW0792                          SUPERSEDED SURVEY CONTROL
 KW0792
 KW0792  NGVD 29 (??/??/??)  101.101  (m)          331.70   (f) ADJUSTED    2 0
 KW0792
 KW0792.Superseded values are not recommended for survey control.
 KW0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0792.See file dsdata.txt to determine how the superseded data were derived.
 KW0792
 KW0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK857356(NAD 83)
 KW0792_MARKER: DD = SURVEY DISK
 KW0792_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0792_SP_SET: OVERPASS WINGWALL
 KW0792_STAMPING: G 305 1966
 KW0792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0792
 KW0792  HISTORY     - Date     Condition        Report By
 KW0792  HISTORY     - 1966     MONUMENTED       PADH
 KW0792  HISTORY     - 1966     GOOD             CGS
 KW0792  HISTORY     - 1975     GOOD             PADT
 KW0792  HISTORY     - 19950408 GOOD             USPSQD
 KW0792  HISTORY     - 20040327 MARK NOT FOUND   PADT
 KW0792
 KW0792                          STATION DESCRIPTION
 KW0792
 KW0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0792'8.6 MI NW FROM LANCASTER.
 KW0792'ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAY 30, BY-PASS, FROM THE
 KW0792'JUNCTION OF BY-PASS AND STATE HIGHWAY 230, WHICH IS ABOUT 7.7
 KW0792'MILES NORTHWEST OF LANCASTER, SET IN THE TOP OF THE NORTHWEST
 KW0792'WINGWALL OF A OVERPASS OVER THE BY-PASS, 23 FEET WEST OF THE
 KW0792'CENTERLINE OF HIGHWAY AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 KW0792'ROAD.
 KW0792
 KW0792                          STATION RECOVERY (1975)
 KW0792
 KW0792'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 KW0792'RECOVERED IN GOOD CONDITION.
 KW0792
 KW0792                          STATION RECOVERY (1995)
 KW0792
 KW0792'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW0792'RECOVERED IN GOOD CONDITION.
 KW0792
 KW0792                          STATION RECOVERY (2004)
 KW0792
 KW0792'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (SMM)
 KW0792'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2114 ***********************************************************************
 JV2114  DESIGNATION -  G 306 PADH
 JV2114  PID         -  JV2114
 JV2114  STATE/COUNTY-  PA/ADAMS
 JV2114  USGS QUAD   -  HAMPTON (1990)
 JV2114
 JV2114                         *CURRENT SURVEY CONTROL
 JV2114  ___________________________________________________________________
 JV2114* NAD 83(1986)-  39 59 24.     (N)    077 07 06.     (W)     SCALED    
 JV2114* NAVD 88     -       179.691  (meters)     589.54   (feet)  ADJUSTED  
 JV2114  ___________________________________________________________________
 JV2114  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 JV2114  DYNAMIC HT  -         179.596 (meters)     589.22  (feet)  COMP
 JV2114  MODELED GRAV-     980,093.7   (mgal)                       NAVD 88
 JV2114
 JV2114  VERT ORDER  -  SECOND    CLASS 0
 JV2114
 JV2114.The horizontal coordinates were scaled from a topographic map and have
 JV2114.an estimated accuracy of +/- 6 seconds.
 JV2114
 JV2114.The orthometric height was determined by differential leveling
 JV2114.and adjusted by the National Geodetic Survey in June 1991..
 JV2114
 JV2114.The geoid height was determined by GEOID03.
 JV2114
 JV2114.The dynamic height is computed by dividing the NAVD 88
 JV2114.geopotential number by the normal gravity value computed on the
 JV2114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2114.degrees latitude (g = 980.6199 gals.).
 JV2114
 JV2114.The modeled gravity was interpolated from observed gravity values.
 JV2114
 JV2114;                    North         East    Units  Estimated Accuracy
 JV2114;SPC PA S     -    73,110.      653,950.      MT  (+/- 180 meters Scaled)
 JV2114
 JV2114                          SUPERSEDED SURVEY CONTROL
 JV2114
 JV2114  NGVD 29 (??/??/??)  179.888  (m)          590.18   (f) ADJUSTED    2 0
 JV2114
 JV2114.Superseded values are not recommended for survey control.
 JV2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2114.See file dsdata.txt to determine how the superseded data were derived.
 JV2114
 JV2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK191287(NAD 83)
 JV2114_MARKER: DD = SURVEY DISK
 JV2114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV2114_SP_SET: CULVERT
 JV2114_STAMPING: G 306 1966
 JV2114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV2114_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JV2114+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2005
 JV2114
 JV2114  HISTORY     - Date     Condition        Report By
 JV2114  HISTORY     - 1966     MONUMENTED       PADH
 JV2114  HISTORY     - 1966     GOOD             CGS
 JV2114  HISTORY     - 20000501 GOOD             PADT
 JV2114  HISTORY     - 20050430 GOOD             GEOCAC
 JV2114
 JV2114                          STATION DESCRIPTION
 JV2114
 JV2114'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JV2114'1.1 MI SW FROM YORK SPRINGS.
 JV2114'ABOUT 1.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 15 FROM ITS JUNCTION
 JV2114'WITH STATE HIGHWAY 94 AT THE EAST EDGE OF YORK SPRINGS, 35 FEET
 JV2114'SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF HIGHWAY,
 JV2114'0.5 FOOT NORTHEAST OF THE SOUTHWEST END, SET IN THE TOP OF THE
 JV2114'SOUTHEAST HEADWALL OF A LARGE BOX CULVERT AND IS ABOUT 7 FEET
 JV2114'BELOW THE LEVEL OF THE HIGHWAY.
 JV2114
 JV2114                          STATION RECOVERY (2000)
 JV2114
 JV2114'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 JV2114'RECOVERED IN GOOD CONDITION.
 JV2114
 JV2114                          STATION RECOVERY (2005)
 JV2114
 JV2114'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 JV2114'39 59 24.2 (N) 077 07 06.0 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1438 ***********************************************************************
 KW1438  DESIGNATION -  G 307
 KW1438  PID         -  KW1438
 KW1438  STATE/COUNTY-  PA/SNYDER
 KW1438  USGS QUAD   -  PILLOW (1975)
 KW1438
 KW1438                         *CURRENT SURVEY CONTROL
 KW1438  ___________________________________________________________________
 KW1438* NAD 83(1986)-  40 42 20.     (N)    076 52 00.     (W)     SCALED    
 KW1438* NAVD 88     -       128.800  (meters)     422.57   (feet)  ADJUSTED  
 KW1438  ___________________________________________________________________
 KW1438  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 KW1438  DYNAMIC HT  -         128.740 (meters)     422.37  (feet)  COMP
 KW1438  MODELED GRAV-     980,161.1   (mgal)                       NAVD 88
 KW1438
 KW1438  VERT ORDER  -  FIRST     CLASS II
 KW1438
 KW1438.The horizontal coordinates were scaled from a topographic map and have
 KW1438.an estimated accuracy of +/- 6 seconds.
 KW1438
 KW1438.The orthometric height was determined by differential leveling
 KW1438.and adjusted by the National Geodetic Survey in June 1991..
 KW1438
 KW1438.The geoid height was determined by GEOID03.
 KW1438
 KW1438.The dynamic height is computed by dividing the NAVD 88
 KW1438.geopotential number by the normal gravity value computed on the
 KW1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1438.degrees latitude (g = 980.6199 gals.).
 KW1438
 KW1438.The modeled gravity was interpolated from observed gravity values.
 KW1438
 KW1438;                    North         East    Units  Estimated Accuracy
 KW1438;SPC PA S     -   152,740.      674,650.      MT  (+/- 180 meters Scaled)
 KW1438
 KW1438                          SUPERSEDED SURVEY CONTROL
 KW1438
 KW1438  NGVD 29 (??/??/??)  129.032  (m)          423.33   (f) ADJUSTED    1 2
 KW1438
 KW1438.Superseded values are not recommended for survey control.
 KW1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1438.See file dsdata.txt to determine how the superseded data were derived.
 KW1438
 KW1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL423077(NAD 83)
 KW1438_MARKER: DB = BENCH MARK DISK
 KW1438_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1438_SP_SET: CULVERT
 KW1438_STAMPING: G 307 1966
 KW1438_MARK LOGO: CGS   
 KW1438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1438
 KW1438  HISTORY     - Date     Condition        Report By
 KW1438  HISTORY     - 1966     MONUMENTED       CGS
 KW1438  HISTORY     - 1983     GOOD             NGS
 KW1438  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW1438
 KW1438                          STATION DESCRIPTION
 KW1438
 KW1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1438'6.7 MI S FROM SELINSGROVE.
 KW1438'6.7 MILES SOUTH ALONG U.S. HIGHWAYS 11 AND 15 FROM THE POST
 KW1438'OFFICE IN SELINSGROVE, 79 FEET SOUTH OF THE APPROXIMATE CENTER
 KW1438'OF A ROAD, 45 FEET WEST OF THE APPROXIMATE CENTER OF HIGHWAY,
 KW1438'SET IN THE TOP OF THE APPROXIMATE CENTER OF THE WEST HEADWALL
 KW1438'OF A CULVERT AND IS ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
 KW1438
 KW1438                          STATION RECOVERY (1983)
 KW1438
 KW1438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KW1438'RECOVERED IN GOOD CONDITION.
 KW1438
 KW1438                          STATION RECOVERY (1989)
 KW1438
 KW1438'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1842 ***********************************************************************
 KW1842  DESIGNATION -  G 308 PADH
 KW1842  PID         -  KW1842
 KW1842  STATE/COUNTY-  PA/PERRY
 KW1842  USGS QUAD   -  DUNCANNON (1984)
 KW1842
 KW1842                         *CURRENT SURVEY CONTROL
 KW1842  ___________________________________________________________________
 KW1842* NAD 83(1986)-  40 26 00.     (N)    077 00 42.     (W)     SCALED    
 KW1842* NAVD 88     -       125.252  (meters)     410.93   (feet)  ADJUSTED  
 KW1842  ___________________________________________________________________
 KW1842  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KW1842  DYNAMIC HT  -         125.191 (meters)     410.73  (feet)  COMP
 KW1842  MODELED GRAV-     980,140.4   (mgal)                       NAVD 88
 KW1842
 KW1842  VERT ORDER  -  SECOND    CLASS 0
 KW1842
 KW1842.The horizontal coordinates were scaled from a topographic map and have
 KW1842.an estimated accuracy of +/- 6 seconds.
 KW1842
 KW1842.The orthometric height was determined by differential leveling
 KW1842.and adjusted by the National Geodetic Survey in June 1991..
 KW1842
 KW1842.The geoid height was determined by GEOID03.
 KW1842
 KW1842.The dynamic height is computed by dividing the NAVD 88
 KW1842.geopotential number by the normal gravity value computed on the
 KW1842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1842.degrees latitude (g = 980.6199 gals.).
 KW1842
 KW1842.The modeled gravity was interpolated from observed gravity values.
 KW1842
 KW1842;                    North         East    Units  Estimated Accuracy
 KW1842;SPC PA S     -   122,400.      662,650.      MT  (+/- 180 meters Scaled)
 KW1842
 KW1842                          SUPERSEDED SURVEY CONTROL
 KW1842
 KW1842  NGVD 29 (??/??/??)  125.488  (m)          411.71   (f) ADJUSTED    2 0
 KW1842
 KW1842.Superseded values are not recommended for survey control.
 KW1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1842.See file dsdata.txt to determine how the superseded data were derived.
 KW1842
 KW1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK293777(NAD 83)
 KW1842_MARKER: DD = SURVEY DISK
 KW1842_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1842_SP_SET: BRIDGE
 KW1842_STAMPING: G308 1966
 KW1842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1842
 KW1842  HISTORY     - Date     Condition        Report By
 KW1842  HISTORY     - 1966     MONUMENTED       PADH
 KW1842  HISTORY     - 1966     GOOD             CGS
 KW1842  HISTORY     - 1977     GOOD             NGS
 KW1842  HISTORY     - 20040913 GOOD             GEOCAC
 KW1842
 KW1842                          STATION DESCRIPTION
 KW1842
 KW1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1842'0.8 MI NW FROM AMITY HALL.
 KW1842'ABOUT 0.8 MILE NORTHWEST ALONG U.S. HIGHWAY 22 AND 322 FROM ITS
 KW1842'JUNCTION WITH U.S. HIGHWAY 11 AND 15 IN AMITY HALL.  26.5 FEET
 KW1842'EAST OF THE CENTERLINE OF THE EAST BOUND LANE OF HIGHWAY, SET
 KW1842'IN THE TOP OF THE SOUTHEAST WINGWALL OF A BRIDGE AND IS ABOUT
 KW1842'LEVEL WITH THE HIGHWAY.
 KW1842
 KW1842                          STATION RECOVERY (1977)
 KW1842
 KW1842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KW1842'RECOVERED IN GOOD CONDITION.
 KW1842
 KW1842                          STATION RECOVERY (2004)
 KW1842
 KW1842'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1842'NOTE--A MARKER WITH NO STAMPING HAS BEEN SET ON THE BANISTER OF THE
 KW1842'BRIDGE. ORIGINAL MARKER IS AS DESCRIBED ON WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1745 ***********************************************************************
 KW1745  DESIGNATION -  G 309 PADH
 KW1745  PID         -  KW1745
 KW1745  STATE/COUNTY-  PA/JUNIATA
 KW1745  USGS QUAD   -  MEXICO (1979)
 KW1745
 KW1745                         *CURRENT SURVEY CONTROL
 KW1745  ___________________________________________________________________
 KW1745* NAD 83(1986)-  40 33 31.     (N)    077 15 37.     (W)     SCALED    
 KW1745* NAVD 88     -       146.691  (meters)     481.27   (feet)  ADJUSTED  
 KW1745  ___________________________________________________________________
 KW1745  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KW1745  DYNAMIC HT  -         146.621 (meters)     481.04  (feet)  COMP
 KW1745  MODELED GRAV-     980,150.7   (mgal)                       NAVD 88
 KW1745
 KW1745  VERT ORDER  -  SECOND    CLASS 0
 KW1745
 KW1745.The horizontal coordinates were scaled from a topographic map and have
 KW1745.an estimated accuracy of +/- 6 seconds.
 KW1745
 KW1745.The orthometric height was determined by differential leveling
 KW1745.and adjusted by the National Geodetic Survey in June 1991..
 KW1745
 KW1745.The geoid height was determined by GEOID03.
 KW1745
 KW1745.The dynamic height is computed by dividing the NAVD 88
 KW1745.geopotential number by the normal gravity value computed on the
 KW1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1745.degrees latitude (g = 980.6199 gals.).
 KW1745
 KW1745.The modeled gravity was interpolated from observed gravity values.
 KW1745
 KW1745;                    North         East    Units  Estimated Accuracy
 KW1745;SPC PA S     -   136,160.      641,480.      MT  (+/- 180 meters Scaled)
 KW1745
 KW1745                          SUPERSEDED SURVEY CONTROL
 KW1745
 KW1745  NGVD 29 (??/??/??)  146.908  (m)          481.98   (f) ADJUSTED    2 0
 KW1745
 KW1745.Superseded values are not recommended for survey control.
 KW1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1745.See file dsdata.txt to determine how the superseded data were derived.
 KW1745
 KW1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK086922(NAD 83)
 KW1745_MARKER: DD = SURVEY DISK
 KW1745_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1745_SP_SET: BRIDGE
 KW1745_STAMPING: G 309 1966
 KW1745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1745
 KW1745  HISTORY     - Date     Condition        Report By
 KW1745  HISTORY     - 1966     MONUMENTED       PADH
 KW1745  HISTORY     - 1966     GOOD             CGS
 KW1745
 KW1745                          STATION DESCRIPTION
 KW1745
 KW1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1745'1.4 MI NW FROM THOMPSONTOWN.
 KW1745'1.4 MILES NORTHWEST ALONG U.S. HIGHWAY 22 AND 322 FROM THE
 KW1745'BRIDGE OVER DELAWARE CREEK IN THOMPSONTOWN, SET IN THE TOP
 KW1745'OF THE NORTHEAST WINGWALL OF A 12 FOOT BRIDGE, 19 FOOT NORTH
 KW1745'OF THE CENTERLINE OF HIGHWAY, 18 FEET WEST OF THE APPROXIMATE
 KW1745'CENTER OF A DRIVEWAY, AND IS ABOUT 1 FOOT BELOW THE LEVEL
 KW1745'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1774 ***********************************************************************
 KW1774  DESIGNATION -  G 310 PADH
 KW1774  PID         -  KW1774
 KW1774  STATE/COUNTY-  PA/MIFFLIN
 KW1774  USGS QUAD   -  ALFARATA (1978)
 KW1774
 KW1774                         *CURRENT SURVEY CONTROL
 KW1774  ___________________________________________________________________
 KW1774* NAD 83(1986)-  40 40 48.     (N)    077 24 37.     (W)     SCALED    
 KW1774* NAVD 88     -       181.978  (meters)     597.04   (feet)  ADJUSTED  
 KW1774  ___________________________________________________________________
 KW1774  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 KW1774  DYNAMIC HT  -         181.891 (meters)     596.75  (feet)  COMP
 KW1774  MODELED GRAV-     980,142.9   (mgal)                       NAVD 88
 KW1774
 KW1774  VERT ORDER  -  SECOND    CLASS 0
 KW1774
 KW1774.The horizontal coordinates were scaled from a topographic map and have
 KW1774.an estimated accuracy of +/- 6 seconds.
 KW1774
 KW1774.The orthometric height was determined by differential leveling
 KW1774.and adjusted by the National Geodetic Survey in June 1991..
 KW1774
 KW1774.The geoid height was determined by GEOID03.
 KW1774
 KW1774.The dynamic height is computed by dividing the NAVD 88
 KW1774.geopotential number by the normal gravity value computed on the
 KW1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1774.degrees latitude (g = 980.6199 gals.).
 KW1774
 KW1774.The modeled gravity was interpolated from observed gravity values.
 KW1774
 KW1774;                    North         East    Units  Estimated Accuracy
 KW1774;SPC PA S     -   149,580.      628,720.      MT  (+/- 180 meters Scaled)
 KW1774
 KW1774                          SUPERSEDED SURVEY CONTROL
 KW1774
 KW1774  NGVD 29 (??/??/??)  182.191  (m)          597.74   (f) ADJUSTED    2 0
 KW1774
 KW1774.Superseded values are not recommended for survey control.
 KW1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1774.See file dsdata.txt to determine how the superseded data were derived.
 KW1774
 KW1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL963060(NAD 83)
 KW1774_MARKER: DD = SURVEY DISK
 KW1774_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1774_SP_SET: BRIDGE
 KW1774_STAMPING: G 310 1966
 KW1774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1774
 KW1774  HISTORY     - Date     Condition        Report By
 KW1774  HISTORY     - 1966     MONUMENTED       PADH
 KW1774  HISTORY     - 1966     GOOD             CGS
 KW1774
 KW1774                          STATION DESCRIPTION
 KW1774
 KW1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1774'5.4 MI SW FROM MC CLURE.
 KW1774'5.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 522 FROM ITS JUNCTION
 KW1774'WITH MAIN STREET IN MC CLURE, 13 FEET NORTH OF THE CENTERLINE
 KW1774'OF HIGHWAY, 0.1 MILE EAST OF A BLACKTOP ROAD LEADING NORTHEAST,
 KW1774'SET IN THE TOP OF THE NORTHEAST WINGWALL OF A BRIDGE AND IS
 KW1774'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2261 ***********************************************************************
 KW2261  DESIGNATION -  G 311 PADH
 KW2261  PID         -  KW2261
 KW2261  STATE/COUNTY-  PA/MIFFLIN
 KW2261  USGS QUAD   -  NEWTON HAMILTON (1971)
 KW2261
 KW2261                         *CURRENT SURVEY CONTROL
 KW2261  ___________________________________________________________________
 KW2261* NAD 83(1986)-  40 26 34.     (N)    077 50 29.     (W)     SCALED    
 KW2261* NAVD 88     -       219.755  (meters)     720.98   (feet)  ADJUSTED  
 KW2261  ___________________________________________________________________
 KW2261  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KW2261  DYNAMIC HT  -         219.641 (meters)     720.61  (feet)  COMP
 KW2261  MODELED GRAV-     980,105.9   (mgal)                       NAVD 88
 KW2261
 KW2261  VERT ORDER  -  SECOND    CLASS 0
 KW2261
 KW2261.The horizontal coordinates were scaled from a topographic map and have
 KW2261.an estimated accuracy of +/- 6 seconds.
 KW2261
 KW2261.The orthometric height was determined by differential leveling
 KW2261.and adjusted by the National Geodetic Survey in June 1991..
 KW2261
 KW2261.The geoid height was determined by GEOID03.
 KW2261
 KW2261.The dynamic height is computed by dividing the NAVD 88
 KW2261.geopotential number by the normal gravity value computed on the
 KW2261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2261.degrees latitude (g = 980.6199 gals.).
 KW2261
 KW2261.The modeled gravity was interpolated from observed gravity values.
 KW2261
 KW2261;                    North         East    Units  Estimated Accuracy
 KW2261;SPC PA S     -   123,190.      592,250.      MT  (+/- 180 meters Scaled)
 KW2261
 KW2261                          SUPERSEDED SURVEY CONTROL
 KW2261
 KW2261  NGVD 29 (??/??/??)  219.953  (m)          721.63   (f) ADJUSTED    2 0
 KW2261
 KW2261.Superseded values are not recommended for survey control.
 KW2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2261.See file dsdata.txt to determine how the superseded data were derived.
 KW2261
 KW2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK590807(NAD 83)
 KW2261_MARKER: DD = SURVEY DISK
 KW2261_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2261_SP_SET: BRIDGE
 KW2261_STAMPING: G 311 1966
 KW2261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2261
 KW2261  HISTORY     - Date     Condition        Report By
 KW2261  HISTORY     - 1966     MONUMENTED       PADH
 KW2261  HISTORY     - 1967     GOOD             CGS
 KW2261
 KW2261                          STATION DESCRIPTION
 KW2261
 KW2261'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KW2261'4.3 MI NE FROM MT UNION.
 KW2261'4.3 MILES NORTHEAST ALONG U.S. HIGHWAY 22 AND 522 FROM THE
 KW2261'JUNCTION OF U.S. HIGHWAY 22 AND 522 SOUTH IN MT. UNION, SET
 KW2261'IN THE TOP OF THE NORTHEAST WINGWALL OF A BRIDGE, 24 FEET
 KW2261'NORTHWEST OF THE CENTERLINE OF HIGHWAY AND IS ABOUT LEVEL WITH
 KW2261'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0360 ***********************************************************************
 KX0360  DESIGNATION -  G 312
 KX0360  PID         -  KX0360
 KX0360  STATE/COUNTY-  PA/BLAIR
 KX0360  USGS QUAD   -  FRANKSTOWN (1994)
 KX0360
 KX0360                         *CURRENT SURVEY CONTROL
 KX0360  ___________________________________________________________________
 KX0360* NAD 83(1986)-  40 28 21.     (N)    078 16 52.     (W)     SCALED    
 KX0360* NAVD 88     -       270.292  (meters)     886.78   (feet)  ADJUSTED  
 KX0360  ___________________________________________________________________
 KX0360  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 KX0360  DYNAMIC HT  -         270.153 (meters)     886.33  (feet)  COMP
 KX0360  MODELED GRAV-     980,103.3   (mgal)                       NAVD 88
 KX0360
 KX0360  VERT ORDER  -  SECOND    CLASS 0
 KX0360
 KX0360.The horizontal coordinates were scaled from a topographic map and have
 KX0360.an estimated accuracy of +/- 6 seconds.
 KX0360
 KX0360.The orthometric height was determined by differential leveling
 KX0360.and adjusted by the National Geodetic Survey in June 1991..
 KX0360
 KX0360.The geoid height was determined by GEOID03.
 KX0360
 KX0360.The dynamic height is computed by dividing the NAVD 88
 KX0360.geopotential number by the normal gravity value computed on the
 KX0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0360.degrees latitude (g = 980.6199 gals.).
 KX0360
 KX0360.The modeled gravity was interpolated from observed gravity values.
 KX0360
 KX0360;                    North         East    Units  Estimated Accuracy
 KX0360;SPC PA S     -   126,620.      554,960.      MT  (+/- 180 meters Scaled)
 KX0360
 KX0360                          SUPERSEDED SURVEY CONTROL
 KX0360
 KX0360  NGVD 29 (??/??/92)  270.471  (m)          887.37   (f) ADJ UNCH    2 0
 KX0360
 KX0360.Superseded values are not recommended for survey control.
 KX0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0360.See file dsdata.txt to determine how the superseded data were derived.
 KX0360
 KX0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE304837(NAD 83)
 KX0360_MARKER: DD = SURVEY DISK
 KX0360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0360_SP_SET: BRIDGE
 KX0360_STAMPING: G 312 1966
 KX0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0360
 KX0360  HISTORY     - Date     Condition        Report By
 KX0360  HISTORY     - 1966     MONUMENTED       PADT
 KX0360  HISTORY     - 1967     GOOD             NGS
 KX0360
 KX0360                          STATION DESCRIPTION
 KX0360
 KX0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0360'4.3 MI SE FROM FRANKSTOWN.
 KX0360'4.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 22 FROM ITS JUNCTION
 KX0360'WITH FRANKSTOWN ROAD IN FRANKSTOWN, SET IN THE TOP OF THE
 KX0360'SOUTHWEST WINGWALL OF A BRIDGE OVER CANOE CREEK, 17 FEET
 KX0360'SOUTHEAST OF THE CENTERLINE OF HIGHWAY AND IS ABOUT 1 FOOT
 KX0360'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0386 ***********************************************************************
 KX0386  DESIGNATION -  G 313
 KX0386  PID         -  KX0386
 KX0386  STATE/COUNTY-  PA/BLAIR
 KX0386  USGS QUAD   -  ROARING SPRING (1987)
 KX0386
 KX0386                         *CURRENT SURVEY CONTROL
 KX0386  ___________________________________________________________________
 KX0386* NAD 83(1986)-  40 19 19.     (N)    078 26 30.     (W)     SCALED    
 KX0386* NAVD 88     -       329.516  (meters)    1081.09   (feet)  ADJUSTED  
 KX0386  ___________________________________________________________________
 KX0386  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KX0386  DYNAMIC HT  -         329.337 (meters)    1080.50  (feet)  COMP
 KX0386  MODELED GRAV-     980,071.7   (mgal)                       NAVD 88
 KX0386
 KX0386  VERT ORDER  -  SECOND    CLASS 0
 KX0386
 KX0386.The horizontal coordinates were scaled from a topographic map and have
 KX0386.an estimated accuracy of +/- 6 seconds.
 KX0386
 KX0386.The orthometric height was determined by differential leveling
 KX0386.and adjusted by the National Geodetic Survey in June 1991..
 KX0386
 KX0386.The geoid height was determined by GEOID03.
 KX0386
 KX0386.The dynamic height is computed by dividing the NAVD 88
 KX0386.geopotential number by the normal gravity value computed on the
 KX0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0386.degrees latitude (g = 980.6199 gals.).
 KX0386
 KX0386.The modeled gravity was interpolated from observed gravity values.
 KX0386
 KX0386;                    North         East    Units  Estimated Accuracy
 KX0386;SPC PA S     -   110,000.      541,220.      MT  (+/- 180 meters Scaled)
 KX0386
 KX0386                          SUPERSEDED SURVEY CONTROL
 KX0386
 KX0386  NGVD 29 (??/??/92)  329.664  (m)         1081.57   (f) ADJ UNCH    2 0
 KX0386
 KX0386.Superseded values are not recommended for survey control.
 KX0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0386.See file dsdata.txt to determine how the superseded data were derived.
 KX0386
 KX0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE173666(NAD 83)
 KX0386_MARKER: DD = SURVEY DISK
 KX0386_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0386_SP_SET: BRIDGE
 KX0386_STAMPING: G 313 1967
 KX0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0386
 KX0386  HISTORY     - Date     Condition        Report By
 KX0386  HISTORY     - 1967     MONUMENTED       PADT
 KX0386  HISTORY     - 1967     GOOD             NGS
 KX0386
 KX0386                          STATION DESCRIPTION
 KX0386
 KX0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0386'5 MI S FROM NEWRY.
 KX0386'5.0 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE,
 KX0386'SET IN THE TOP OF THE SOUTHEAST WINGWALL OF A BRIDGE, 21.0 FEET
 KX0386'EAST OF THE CENTERLINE OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0516 ***********************************************************************
 JW0516  DESIGNATION -  G 314
 JW0516  PID         -  JW0516
 JW0516  STATE/COUNTY-  PA/BEDFORD
 JW0516  USGS QUAD   -  RAINSBURG (1977)
 JW0516
 JW0516                         *CURRENT SURVEY CONTROL
 JW0516  ___________________________________________________________________
 JW0516* NAD 83(1986)-  39 58 33.     (N)    078 32 24.     (W)     SCALED    
 JW0516* NAVD 88     -       398.374  (meters)    1307.00   (feet)  ADJUSTED  
 JW0516  ___________________________________________________________________
 JW0516  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JW0516  DYNAMIC HT  -         398.148 (meters)    1306.26  (feet)  COMP
 JW0516  MODELED GRAV-     980,046.6   (mgal)                       NAVD 88
 JW0516
 JW0516  VERT ORDER  -  SECOND    CLASS 0
 JW0516
 JW0516.The horizontal coordinates were scaled from a topographic map and have
 JW0516.an estimated accuracy of +/- 6 seconds.
 JW0516
 JW0516.The orthometric height was determined by differential leveling
 JW0516.and adjusted by the National Geodetic Survey in June 1991..
 JW0516
 JW0516.The geoid height was determined by GEOID03.
 JW0516
 JW0516.The dynamic height is computed by dividing the NAVD 88
 JW0516.geopotential number by the normal gravity value computed on the
 JW0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0516.degrees latitude (g = 980.6199 gals.).
 JW0516
 JW0516.The modeled gravity was interpolated from observed gravity values.
 JW0516
 JW0516;                    North         East    Units  Estimated Accuracy
 JW0516;SPC PA S     -    71,640.      532,520.      MT  (+/- 180 meters Scaled)
 JW0516
 JW0516                          SUPERSEDED SURVEY CONTROL
 JW0516
 JW0516  NGVD 29 (??/??/92)  398.538  (m)         1307.54   (f) ADJ UNCH    2 0
 JW0516
 JW0516.Superseded values are not recommended for survey control.
 JW0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0516.See file dsdata.txt to determine how the superseded data were derived.
 JW0516
 JW0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE100279(NAD 83)
 JW0516_MARKER: DB = BENCH MARK DISK
 JW0516_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0516_SP_SET: CULVERT
 JW0516_STAMPING: G 314 1967
 JW0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW0516+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2004
 JW0516
 JW0516  HISTORY     - Date     Condition        Report By
 JW0516  HISTORY     - 1967     MONUMENTED       CGS
 JW0516  HISTORY     - 20040304 GOOD             PADT
 JW0516
 JW0516                          STATION DESCRIPTION
 JW0516
 JW0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JW0516'4.1 MI S FROM BEDFORD.
 JW0516'ABOUT 4.1 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE JUNCTION
 JW0516'OF U.S. HIGHWAY 220 AND 30 (PITT STREET), SET IN THE TOP OF THE
 JW0516'APPROXIMATE CENTER OF A L-SHAPE CONCRETE CULVERT, 38.0 FEET
 JW0516'NORTH OF POWERLINE POLE 163, 14.0 FEET NORTH OF THE CENTERLINE
 JW0516'OF HIGHWAY AND 1.0 FOOT ABOVE HIGHWAY.
 JW0516
 JW0516                          STATION RECOVERY (2004)
 JW0516
 JW0516'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (TRN)
 JW0516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0787 ***********************************************************************
 KX0787  DESIGNATION -  G 315
 KX0787  PID         -  KX0787
 KX0787  STATE/COUNTY-  PA/CAMBRIA
 KX0787  USGS QUAD   -  CARROLLTOWN (1972)
 KX0787
 KX0787                         *CURRENT SURVEY CONTROL
 KX0787  ___________________________________________________________________
 KX0787* NAD 83(1986)-  40 31 51.     (N)    078 43 04.     (W)     SCALED    
 KX0787* NAVD 88     -       643.489  (meters)    2111.18   (feet)  ADJUSTED  
 KX0787  ___________________________________________________________________
 KX0787  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KX0787  DYNAMIC HT  -         643.128 (meters)    2110.00  (feet)  COMP
 KX0787  MODELED GRAV-     980,042.4   (mgal)                       NAVD 88
 KX0787
 KX0787  VERT ORDER  -  SECOND    CLASS 0
 KX0787
 KX0787.The horizontal coordinates were scaled from a topographic map and have
 KX0787.an estimated accuracy of +/- 6 seconds.
 KX0787
 KX0787.The orthometric height was determined by differential leveling
 KX0787.and adjusted by the National Geodetic Survey in June 1991..
 KX0787
 KX0787.The geoid height was determined by GEOID03.
 KX0787
 KX0787.The dynamic height is computed by dividing the NAVD 88
 KX0787.geopotential number by the normal gravity value computed on the
 KX0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0787.degrees latitude (g = 980.6199 gals.).
 KX0787
 KX0787.The modeled gravity was interpolated from observed gravity values.
 KX0787
 KX0787;                    North         East    Units  Estimated Accuracy
 KX0787;SPC PA S     -   133,410.      518,010.      MT  (+/- 180 meters Scaled)
 KX0787
 KX0787                          SUPERSEDED SURVEY CONTROL
 KX0787
 KX0787  NGVD 29 (??/??/92)  643.638  (m)         2111.67   (f) ADJ UNCH    2 0
 KX0787
 KX0787.Superseded values are not recommended for survey control.
 KX0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0787.See file dsdata.txt to determine how the superseded data were derived.
 KX0787
 KX0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE933891(NAD 83)
 KX0787_MARKER: DB = BENCH MARK DISK
 KX0787_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0787_SP_SET: CATCH BASIN
 KX0787_STAMPING: G 315 1967
 KX0787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0787
 KX0787  HISTORY     - Date     Condition        Report By
 KX0787  HISTORY     - 1967     MONUMENTED       CGS
 KX0787
 KX0787                          STATION DESCRIPTION
 KX0787
 KX0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0787'3.3 MI N FROM EBENSBURG.
 KX0787'3.3 MILES NORTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE IN
 KX0787'EBENSBURG, SET IN THE TOP OF THE APPROXIMATE CENTER OF THE
 KX0787'FRONT WALL OF A CATCH BASIN, 19 FEET WEST OF THE CENTERLINE OF
 KX0787'THE HIGHWAY, 4.0 FEET SOUTH OF A METAL WITNESS SIGN, AND IS
 KX0787'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0579 ***********************************************************************
 KX0579  CBN         -  This is a Cooperative Base Network Control Station.
 KX0579  DESIGNATION -  G 316
 KX0579  PID         -  KX0579
 KX0579  STATE/COUNTY-  PA/SOMERSET
 KX0579  USGS QUAD   -  WINDBER (1998)
 KX0579
 KX0579                         *CURRENT SURVEY CONTROL
 KX0579  ___________________________________________________________________
 KX0579* NAD 83(1992)-  40 13 30.90064(N)    078 52 17.31708(W)     ADJUSTED  
 KX0579* NAVD 88     -       586.700  (meters)    1924.86   (feet)  ADJUSTED  
 KX0579  ___________________________________________________________________
 KX0579  X           -     941,315.179 (meters)                     COMP
 KX0579  Y           -  -4,785,312.638 (meters)                     COMP
 KX0579  Z           -   4,097,471.674 (meters)                     COMP
 KX0579  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 KX0579  ELLIP HEIGHT-         554.62  (meters)          (03/28/01) GPS OBS
 KX0579  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 KX0579  DYNAMIC HT  -         586.368 (meters)    1923.78  (feet)  COMP
 KX0579  MODELED GRAV-     980,040.5   (mgal)                       NAVD 88
 KX0579
 KX0579  HORZ ORDER  -  A
 KX0579  VERT ORDER  -  SECOND    CLASS 0
 KX0579  ELLP ORDER  -  THIRD     CLASS II
 KX0579
 KX0579.The horizontal coordinates were established by GPS observations
 KX0579.and adjusted by the National Geodetic Survey in March 2001..
 KX0579
 KX0579.The orthometric height was determined by differential leveling
 KX0579.and adjusted by the National Geodetic Survey in June 1991..
 KX0579
 KX0579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KX0579
 KX0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX0579
 KX0579.The ellipsoidal height was determined by GPS observations
 KX0579.and is referenced to NAD 83.
 KX0579
 KX0579.The geoid height was determined by GEOID03.
 KX0579
 KX0579.The dynamic height is computed by dividing the NAVD 88
 KX0579.geopotential number by the normal gravity value computed on the
 KX0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0579.degrees latitude (g = 980.6199 gals.).
 KX0579
 KX0579.The modeled gravity was interpolated from observed gravity values.
 KX0579
 KX0579;                    North         East     Units Scale Factor Converg.
 KX0579;SPC PA S     -    99,639.657   504,553.868   MT  0.99996720   -0 43 39.4
 KX0579;SPC PA S     -   326,901.11  1,655,357.15   sFT  0.99996720   -0 43 39.4
 KX0579;UTM  17      - 4,454,931.195   681,098.678   MT  1.00000374   +1 22 29.9
 KX0579
 KX0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX0579!SPC PA S     -   0.99991300  x   0.99996720  =   0.99988020
 KX0579!UTM  17      -   0.99991300  x   1.00000374  =   0.99991674
 KX0579
 KX0579                          SUPERSEDED SURVEY CONTROL
 KX0579
 KX0579  NAVD 88 (03/28/01)  586.70   (m)         1924.9    (f) LEVELING    3  
 KX0579  NGVD 29 (??/??/92)  586.852  (m)         1925.36   (f) ADJ UNCH    2 0
 KX0579
 KX0579.Superseded values are not recommended for survey control.
 KX0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0579.See file dsdata.txt to determine how the superseded data were derived.
 KX0579
 KX0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE8109954931(NAD 83)
 KX0579_MARKER: DB = BENCH MARK DISK
 KX0579_SETTING: 0 = UNSPECIFIED SETTING
 KX0579_STAMPING: G 316 1967
 KX0579_MARK LOGO: CGS   
 KX0579_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX0579+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2005
 KX0579
 KX0579  HISTORY     - Date     Condition        Report By
 KX0579  HISTORY     - 1967     MONUMENTED       CGS
 KX0579  HISTORY     - 20000411 GOOD             PADT
 KX0579  HISTORY     - 20050511 GOOD             PADT
 KX0579
 KX0579                          STATION DESCRIPTION
 KX0579
 KX0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0579'1.9 MI SW FROM PAINT.
 KX0579'ABOUT 1.9 MILES SOUTHWEST ALONG STATE HIGHWAY FROM ITS JUNCTION
 KX0579'WITH STATE HIGHWAY 56 IN PAINT, 2.1 MILES NORTH OF SENORA,
 KX0579'34 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A FARM ROAD,
 KX0579'21 FEET SOUTHWEST OF A FENCE CORNER, 21 FEET SOUTHEAST OF THE
 KX0579'CENTERLINE OF HIGHWAY, 5.0 FEET SOUTH OF TELEPHONE POLE NO. 199,
 KX0579'1.5 FEET WEST OF A METAL WITNESS SIGN, 1.0 FOOT NORTHWEST
 KX0579'OF A WIRE FENCE AND IS 1 FOOT BELOW THE LEVLE OF THE HIGHWAY.
 KX0579
 KX0579                          STATION RECOVERY (2000)
 KX0579
 KX0579'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (WC)
 KX0579'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 56 AND
 KX0579'STATE ROUTE 601 AT PAINT (BETWEEN GEISTOWN AND WINDBER), TRAVEL
 KX0579'1.9 MI (3.1 KM) SOUTH ON STATE ROUTE 601 TO STATE ROUTE 601 SEGMENT
 KX0579'550.  (2.1 MI (3.4 KM) SOUTH OF SEANOR).
 KX0579' 
 KX0579'THE STATION IS 34 FT (10.4 M) SOUTHWEST OF THE EASTERN DRIVE OF J.
 KX0579'KNAPP, 21 FT (6.4 M) SOUTHEAST OF STATE ROUTE 601 YELLOW METAL
 KX0579'WITNESS SIGN, AND 1 FT (0.3 M) BELOW LEVEL OF THE HIGHWAY.
 KX0579' 
 KX0579' 
 KX0579' 
 KX0579' 
 KX0579'
 KX0579
 KX0579                          STATION RECOVERY (2005)
 KX0579
 KX0579'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (GL)
 KX0579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0764 ***********************************************************************
 KX0764  DESIGNATION -  G 317
 KX0764  PID         -  KX0764
 KX0764  STATE/COUNTY-  PA/CAMBRIA
 KX0764  USGS QUAD   -  BARNESBORO (1984)
 KX0764
 KX0764                         *CURRENT SURVEY CONTROL
 KX0764  ___________________________________________________________________
 KX0764* NAD 83(1986)-  40 41 09.     (N)    078 48 26.     (W)     SCALED    
 KX0764* NAVD 88     -       430.711  (meters)    1413.09   (feet)  ADJUSTED  
 KX0764  ___________________________________________________________________
 KX0764  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KX0764  DYNAMIC HT  -         430.478 (meters)    1412.33  (feet)  COMP
 KX0764  MODELED GRAV-     980,070.3   (mgal)                       NAVD 88
 KX0764
 KX0764  VERT ORDER  -  SECOND    CLASS 0
 KX0764
 KX0764.The horizontal coordinates were scaled from a topographic map and have
 KX0764.an estimated accuracy of +/- 6 seconds.
 KX0764
 KX0764.The orthometric height was determined by differential leveling
 KX0764.and adjusted by the National Geodetic Survey in June 1991..
 KX0764
 KX0764.The geoid height was determined by GEOID03.
 KX0764
 KX0764.The dynamic height is computed by dividing the NAVD 88
 KX0764.geopotential number by the normal gravity value computed on the
 KX0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0764.degrees latitude (g = 980.6199 gals.).
 KX0764
 KX0764.The modeled gravity was interpolated from observed gravity values.
 KX0764
 KX0764;                    North         East    Units  Estimated Accuracy
 KX0764;SPC PA S     -   150,710.      510,630.      MT  (+/- 180 meters Scaled)
 KX0764
 KX0764                          SUPERSEDED SURVEY CONTROL
 KX0764
 KX0764  NGVD 29 (??/??/92)  430.870  (m)         1413.61   (f) ADJ UNCH    2 0
 KX0764
 KX0764.Superseded values are not recommended for survey control.
 KX0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0764.See file dsdata.txt to determine how the superseded data were derived.
 KX0764
 KX0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF852061(NAD 83)
 KX0764_MARKER: DB = BENCH MARK DISK
 KX0764_SETTING: 80 = SET IN A BOULDER
 KX0764_SP_SET: BOULDER
 KX0764_STAMPING: G 317 1967
 KX0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0764+STABILITY: SURFACE MOTION
 KX0764
 KX0764  HISTORY     - Date     Condition        Report By
 KX0764  HISTORY     - 1967     MONUMENTED       CGS
 KX0764  HISTORY     - 20010201 GOOD             PADT
 KX0764
 KX0764                          STATION DESCRIPTION
 KX0764
 KX0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0764'2.3 MI W FROM BARNESBORO.
 KX0764'0.05 MILE SOUTH ALONG 10TH STREET FROM THE POST OFFICE AT
 KX0764'BARNESBORO, THENCE 2.25 MILES WEST ALONG U.S. HIGHWAY 219
 KX0764'(PHILADELPHIA AVENUE), SET IN THE TOP OF A 18 X 7 FOOT BOULDER
 KX0764'WHICH PROJECTS ABOUT 3 FEET, 141.0 FEET NORTHEAST OF THE
 KX0764'NORTHEAST CORNER OF BRIDGE, 36.0 FEET NORTHEAST OF THE
 KX0764'CENTERLINE OF HIGHWAY, 18.6 FEET NORTHWEST OF THE SOUTHEAST END
 KX0764'OF ROCK, 6.0 FEET SOUTHWEST OF THE NORTHEAST END OF ROCK, 5.0
 KX0764'FEET NORTHEAST OF THE SOUTHWEST END OF ROCK AND ABOUT 2.0 FEET
 KX0764'ABOVE THE HIGHWAY.
 KX0764
 KX0764                          STATION RECOVERY (2001)
 KX0764
 KX0764'RECOVERY NOTE BY PA DEPT OF TRANSP 2001
 KX0764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0734 ***********************************************************************
 KX0734  DESIGNATION -  G 318
 KX0734  PID         -  KX0734
 KX0734  STATE/COUNTY-  PA/JEFFERSON
 KX0734  USGS QUAD   -  MC GEES MILLS (1994)
 KX0734
 KX0734                         *CURRENT SURVEY CONTROL
 KX0734  ___________________________________________________________________
 KX0734* NAD 83(1986)-  40 59 56.     (N)    078 48 56.     (W)     SCALED    
 KX0734* NAVD 88     -       459.871  (meters)    1508.76   (feet)  ADJUSTED  
 KX0734  ___________________________________________________________________
 KX0734  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KX0734  DYNAMIC HT  -         459.647 (meters)    1508.03  (feet)  COMP
 KX0734  MODELED GRAV-     980,122.6   (mgal)                       NAVD 88
 KX0734
 KX0734  VERT ORDER  -  SECOND    CLASS 0
 KX0734
 KX0734.The horizontal coordinates were scaled from a topographic map and have
 KX0734.an estimated accuracy of +/- 6 seconds.
 KX0734
 KX0734.The orthometric height was determined by differential leveling
 KX0734.and adjusted by the National Geodetic Survey in June 1991..
 KX0734
 KX0734.The geoid height was determined by GEOID03.
 KX0734
 KX0734.The dynamic height is computed by dividing the NAVD 88
 KX0734.geopotential number by the normal gravity value computed on the
 KX0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0734.degrees latitude (g = 980.6199 gals.).
 KX0734
 KX0734.The modeled gravity was interpolated from observed gravity values.
 KX0734
 KX0734;                    North         East    Units  Estimated Accuracy
 KX0734;SPC PA N     -    92,970.      510,350.      MT  (+/- 180 meters Scaled)
 KX0734
 KX0734                          SUPERSEDED SURVEY CONTROL
 KX0734
 KX0734  NGVD 29 (??/??/92)  460.024  (m)         1509.26   (f) ADJ UNCH    2 0
 KX0734
 KX0734.Superseded values are not recommended for survey control.
 KX0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0734.See file dsdata.txt to determine how the superseded data were derived.
 KX0734
 KX0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF837409(NAD 83)
 KX0734_MARKER: DB = BENCH MARK DISK
 KX0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0734_STAMPING: G 318 1967
 KX0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0734+STABILITY: SURFACE MOTION
 KX0734
 KX0734  HISTORY     - Date     Condition        Report By
 KX0734  HISTORY     - 1967     MONUMENTED       CGS
 KX0734
 KX0734                          STATION DESCRIPTION
 KX0734
 KX0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0734'2.8 MI SW FROM TROUTVILLE.
 KX0734'2.8 MILES SOUTHWEST ALONG STATE HIGHWAY 410 FROM THE MAIN
 KX0734'CROSSROAD IN TROUTVILLE, 100 FEET SOUTH OF THE JUNCTION OF A
 KX0734'ROAD, 22.6 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 2.5 FEET
 KX0734'SOUTH OF A TELEPHONE POLE, 2.0 FEET SOUTHWEST OF A METAL WITNESS
 KX0734'SIGN, SET IN THE TOP OF A CONCRETE POST PROJECTING 3-INCHES AND
 KX0734'IS ABOUT 2.0 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0901 ***********************************************************************
 KX0901  DESIGNATION -  G 319
 KX0901  PID         -  KX0901
 KX0901  STATE/COUNTY-  PA/INDIANA
 KX0901  USGS QUAD   -  BRUSH VALLEY (1981)
 KX0901
 KX0901                         *CURRENT SURVEY CONTROL
 KX0901  ___________________________________________________________________
 KX0901* NAD 83(1986)-  40 35 32.     (N)    079 00 24.     (W)     SCALED    
 KX0901* NAVD 88     -       443.666  (meters)    1455.59   (feet)  ADJUSTED  
 KX0901  ___________________________________________________________________
 KX0901  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KX0901  DYNAMIC HT  -         443.431 (meters)    1454.82  (feet)  COMP
 KX0901  MODELED GRAV-     980,082.4   (mgal)                       NAVD 88
 KX0901
 KX0901  VERT ORDER  -  SECOND    CLASS 0
 KX0901
 KX0901.The horizontal coordinates were scaled from a topographic map and have
 KX0901.an estimated accuracy of +/- 6 seconds.
 KX0901
 KX0901.The orthometric height was determined by differential leveling
 KX0901.and adjusted by the National Geodetic Survey in June 1991..
 KX0901
 KX0901.The geoid height was determined by GEOID03.
 KX0901
 KX0901.The dynamic height is computed by dividing the NAVD 88
 KX0901.geopotential number by the normal gravity value computed on the
 KX0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0901.degrees latitude (g = 980.6199 gals.).
 KX0901
 KX0901.The modeled gravity was interpolated from observed gravity values.
 KX0901
 KX0901;                    North         East    Units  Estimated Accuracy
 KX0901;SPC PA S     -   140,540.      493,630.      MT  (+/- 180 meters Scaled)
 KX0901
 KX0901                          SUPERSEDED SURVEY CONTROL
 KX0901
 KX0901  NGVD 29 (??/??/92)  443.839  (m)         1456.16   (f) ADJ UNCH    2 0
 KX0901
 KX0901.Superseded values are not recommended for survey control.
 KX0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0901.See file dsdata.txt to determine how the superseded data were derived.
 KX0901
 KX0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE686954(NAD 83)
 KX0901_MARKER: DB = BENCH MARK DISK
 KX0901_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0901_SP_SET: CULVERT
 KX0901_STAMPING: G 319 1967
 KX0901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0901
 KX0901  HISTORY     - Date     Condition        Report By
 KX0901  HISTORY     - 1967     MONUMENTED       CGS
 KX0901
 KX0901                          STATION DESCRIPTION
 KX0901
 KX0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0901'6 MI W FROM STRONGSTOWN.
 KX0901'6.0 MILES WEST ALONG U.S. HIGHWAY 422 FROM ITS JUNCTION WITH STATE
 KX0901'HIGHWAY 403 IN STRONGSTOWN, SET IN THE TOP OF THE SOUTHWEST
 KX0901'HEADWALL OF A CONCRETE CULVERT, 20 FEET SOUTHWEST OF THE
 KX0901'CENTERLINE OF THE HIGHWAY, 2.6 FEET SOUTHEAST OF A METAL WITNESS
 KX0901'SIGN AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0836 ***********************************************************************
 LZ0836  DESIGNATION -  G 32
 LZ0836  PID         -  LZ0836
 LZ0836  STATE/COUNTY-  PA/TIOGA
 LZ0836  USGS QUAD   -  BLOSSBURG (1986)
 LZ0836
 LZ0836                         *CURRENT SURVEY CONTROL
 LZ0836  ___________________________________________________________________
 LZ0836* NAD 83(1986)-  41 43 26.     (N)    077 04 44.     (W)     SCALED    
 LZ0836* NAVD 88     -       377.664  (meters)    1239.05   (feet)  ADJUSTED  
 LZ0836  ___________________________________________________________________
 LZ0836  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LZ0836  DYNAMIC HT  -         377.501 (meters)    1238.52  (feet)  COMP
 LZ0836  MODELED GRAV-     980,180.9   (mgal)                       NAVD 88
 LZ0836
 LZ0836  VERT ORDER  -  SECOND    CLASS 0
 LZ0836
 LZ0836.The horizontal coordinates were scaled from a topographic map and have
 LZ0836.an estimated accuracy of +/- 6 seconds.
 LZ0836
 LZ0836.The orthometric height was determined by differential leveling
 LZ0836.and adjusted by the National Geodetic Survey in June 1991..
 LZ0836
 LZ0836.The geoid height was determined by GEOID03.
 LZ0836
 LZ0836.The dynamic height is computed by dividing the NAVD 88
 LZ0836.geopotential number by the normal gravity value computed on the
 LZ0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0836.degrees latitude (g = 980.6199 gals.).
 LZ0836
 LZ0836.The modeled gravity was interpolated from observed gravity values.
 LZ0836
 LZ0836;                    North         East    Units  Estimated Accuracy
 LZ0836;SPC PA N     -   173,150.      655,840.      MT  (+/- 180 meters Scaled)
 LZ0836
 LZ0836                          SUPERSEDED SURVEY CONTROL
 LZ0836
 LZ0836  NGVD 29 (??/??/92)  377.80   (m)         1239.5    (f) COMPUTED    2 0
 LZ0836
 LZ0836.Superseded values are not recommended for survey control.
 LZ0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0836.See file dsdata.txt to determine how the superseded data were derived.
 LZ0836
 LZ0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM270212(NAD 83)
 LZ0836_MARKER: DB = BENCH MARK DISK
 LZ0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0836_STAMPING: G 32 1934
 LZ0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0836+STABILITY: SURFACE MOTION
 LZ0836
 LZ0836  HISTORY     - Date     Condition        Report By
 LZ0836  HISTORY     - 1934     MONUMENTED       CGS
 LZ0836  HISTORY     - 1968     GOOD             NGS
 LZ0836
 LZ0836                          STATION DESCRIPTION
 LZ0836
 LZ0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0836'3.5 MI N FROM BLOSSBURG.
 LZ0836'3.5 MILES NORTH ALONG THE ERIE RAILROAD FROM BLOSSBURG, TIOGA
 LZ0836'COUNTY, 45 FEET SOUTH OF MILEPOST 42, 23 FEET SOUTHWEST OF A
 LZ0836'PRIVATE ROAD CROSSING, 22 FEET WEST OF THE WEST RAIL, AND
 LZ0836'ABOUT 5 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 LZ0836'STAMPED G 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0938 ***********************************************************************
 KX0938  DESIGNATION -  G 320
 KX0938  PID         -  KX0938
 KX0938  STATE/COUNTY-  PA/ARMSTRONG
 KX0938  USGS QUAD   -  MOSGROVE (1993)
 KX0938
 KX0938                         *CURRENT SURVEY CONTROL
 KX0938  ___________________________________________________________________
 KX0938* NAD 83(1986)-  40 45 34.     (N)    079 24 22.     (W)     SCALED    
 KX0938* NAVD 88     -       432.621  (meters)    1419.36   (feet)  ADJUSTED  
 KX0938  ___________________________________________________________________
 KX0938  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KX0938  DYNAMIC HT  -         432.404 (meters)    1418.65  (feet)  COMP
 KX0938  MODELED GRAV-     980,109.5   (mgal)                       NAVD 88
 KX0938
 KX0938  VERT ORDER  -  SECOND    CLASS 0
 KX0938
 KX0938.The horizontal coordinates were scaled from a topographic map and have
 KX0938.an estimated accuracy of +/- 6 seconds.
 KX0938
 KX0938.The orthometric height was determined by differential leveling
 KX0938.and adjusted by the National Geodetic Survey in June 1991..
 KX0938
 KX0938.The geoid height was determined by GEOID03.
 KX0938
 KX0938.The dynamic height is computed by dividing the NAVD 88
 KX0938.geopotential number by the normal gravity value computed on the
 KX0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0938.degrees latitude (g = 980.6199 gals.).
 KX0938
 KX0938.The modeled gravity was interpolated from observed gravity values.
 KX0938
 KX0938;                    North         East    Units  Estimated Accuracy
 KX0938;SPC PA S     -   159,660.      460,170.      MT  (+/- 180 meters Scaled)
 KX0938
 KX0938                          SUPERSEDED SURVEY CONTROL
 KX0938
 KX0938  NGVD 29 (??/??/92)  432.796  (m)         1419.93   (f) ADJ UNCH    2 0
 KX0938
 KX0938.Superseded values are not recommended for survey control.
 KX0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0938.See file dsdata.txt to determine how the superseded data were derived.
 KX0938
 KX0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF345132(NAD 83)
 KX0938_MARKER: DB = BENCH MARK DISK
 KX0938_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0938_SP_SET: CULVERT
 KX0938_STAMPING: G 320 1967
 KX0938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0938
 KX0938  HISTORY     - Date     Condition        Report By
 KX0938  HISTORY     - 1967     MONUMENTED       CGS
 KX0938  HISTORY     - 19930118 MARK NOT FOUND   USPSQD
 KX0938  HISTORY     - 20050901 MARK NOT FOUND   PADT
 KX0938
 KX0938                          STATION DESCRIPTION
 KX0938
 KX0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0938'1.6 MI NW FROM WHITESBURG.
 KX0938'1.6 MILES NORTHWEST ALONG U.S. HIGHWAY 422 FROM THE WHITESBURG
 KX0938'METHODIST CHURCH, SET IN THE TOP OF THE APPROX CENTER OF A BOX
 KX0938'CULVERT, 17 FEET NORTHEAST OF CENTERLINE OF HIGHWAY, 52.5 FEET
 KX0938'NORTHWEST OF TELEPHONE POLE ACROSS U.S. HIGHWAY 422, 3.5 FEET
 KX0938'WEST-NORTHWEST OF A METAL WITNESS POST, AND IS ABOUT LEVEL WITH
 KX0938'THE HIGHWAY.
 KX0938
 KX0938                          STATION RECOVERY (1993)
 KX0938
 KX0938'RECOVERY NOTE BY US POWER SQUADRON 1993 (JBW)
 KX0938'MARK NOT FOUND.
 KX0938
 KX0938                          STATION RECOVERY (2005)
 KX0938
 KX0938'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 KX0938'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1641 ***********************************************************************
 KX1641  DESIGNATION -  G 321
 KX1641  PID         -  KX1641
 KX1641  STATE/COUNTY-  PA/BUTLER
 KX1641  USGS QUAD   -  SAXONBURG (1977)
 KX1641
 KX1641                         *CURRENT SURVEY CONTROL
 KX1641  ___________________________________________________________________
 KX1641* NAD 83(1986)-  40 51 48.     (N)    079 48 01.     (W)     SCALED    
 KX1641* NAVD 88     -       335.570  (meters)    1100.95   (feet)  ADJUSTED  
 KX1641  ___________________________________________________________________
 KX1641  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 KX1641  DYNAMIC HT  -         335.402 (meters)    1100.40  (feet)  COMP
 KX1641  MODELED GRAV-     980,114.1   (mgal)                       NAVD 88
 KX1641
 KX1641  VERT ORDER  -  FIRST     CLASS II
 KX1641
 KX1641.The horizontal coordinates were scaled from a topographic map and have
 KX1641.an estimated accuracy of +/- 6 seconds.
 KX1641
 KX1641.The orthometric height was determined by differential leveling
 KX1641.and adjusted by the National Geodetic Survey in June 1991..
 KX1641
 KX1641.The geoid height was determined by GEOID03.
 KX1641
 KX1641.The dynamic height is computed by dividing the NAVD 88
 KX1641.geopotential number by the normal gravity value computed on the
 KX1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1641.degrees latitude (g = 980.6199 gals.).
 KX1641
 KX1641.The modeled gravity was interpolated from observed gravity values.
 KX1641
 KX1641;                    North         East    Units  Estimated Accuracy
 KX1641;SPC PA S     -   171,890.      427,160.      MT  (+/- 180 meters Scaled)
 KX1641
 KX1641                          SUPERSEDED SURVEY CONTROL
 KX1641
 KX1641  NGVD 29 (06/03/92)  335.721  (m)         1101.44   (f) ADJUSTED    1 2
 KX1641
 KX1641.Superseded values are not recommended for survey control.
 KX1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1641.See file dsdata.txt to determine how the superseded data were derived.
 KX1641
 KX1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF011242(NAD 83)
 KX1641_MARKER: DB = BENCH MARK DISK
 KX1641_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1641_SP_SET: CATCH BASIN
 KX1641_STAMPING: G 321 1967
 KX1641_MARK LOGO: CGS   
 KX1641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1641
 KX1641  HISTORY     - Date     Condition        Report By
 KX1641  HISTORY     - 1967     MONUMENTED       CGS
 KX1641  HISTORY     - 1983     GOOD             NGS
 KX1641
 KX1641                          STATION DESCRIPTION
 KX1641
 KX1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX1641'4.1 MI E FROM BUTLER.
 KX1641'4.1 MILES EAST ALONG U.S. HIGHWAY 422 FROM ITS JUNCTION WITH
 KX1641'STATE HIGHWAYS 68 AND 38, WHICH IS ABOUT 1.0 MILE NORTHEAST OF
 KX1641'BUTLER, SET IN THE TOP OF THE REAR WALL OF A CATCH BASIN, 35
 KX1641'FEET NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANE OF HIGHWAY,
 KX1641'0.2 MILE SOUTHEAST OF CARBON CENTER ROAD AND IS ABOUT 1 FOOT
 KX1641'BELOW THE LEVEL OF THE HIGHWAY.
 KX1641
 KX1641                          STATION RECOVERY (1983)
 KX1641
 KX1641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0168 ***********************************************************************
 KY0168  DESIGNATION -  G 322
 KY0168  PID         -  KY0168
 KY0168  STATE/COUNTY-  PA/LAWRENCE
 KY0168  USGS QUAD   -  NEW CASTLE SOUTH (1990)
 KY0168
 KY0168                         *CURRENT SURVEY CONTROL
 KY0168  ___________________________________________________________________
 KY0168* NAD 83(1986)-  40 58 28.     (N)    080 16 00.     (W)     SCALED    
 KY0168* NAVD 88     -       366.085  (meters)    1201.06   (feet)  ADJUSTED  
 KY0168  ___________________________________________________________________
 KY0168  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KY0168  DYNAMIC HT  -         365.906 (meters)    1200.48  (feet)  COMP
 KY0168  MODELED GRAV-     980,123.6   (mgal)                       NAVD 88
 KY0168
 KY0168  VERT ORDER  -  SECOND    CLASS 0
 KY0168
 KY0168.The horizontal coordinates were scaled from a topographic map and have
 KY0168.an estimated accuracy of +/- 6 seconds.
 KY0168
 KY0168.The orthometric height was determined by differential leveling
 KY0168.and adjusted by the National Geodetic Survey in June 1991..
 KY0168
 KY0168.The geoid height was determined by GEOID03.
 KY0168
 KY0168.The dynamic height is computed by dividing the NAVD 88
 KY0168.geopotential number by the normal gravity value computed on the
 KY0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0168.degrees latitude (g = 980.6199 gals.).
 KY0168
 KY0168.The modeled gravity was interpolated from observed gravity values.
 KY0168
 KY0168;                    North         East    Units  Estimated Accuracy
 KY0168;SPC PA S     -   185,240.      388,210.      MT  (+/- 180 meters Scaled)
 KY0168
 KY0168                          SUPERSEDED SURVEY CONTROL
 KY0168
 KY0168  NGVD 29 (??/??/92)  366.226  (m)         1201.53   (f) ADJ UNCH    2 0
 KY0168
 KY0168.Superseded values are not recommended for survey control.
 KY0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0168.See file dsdata.txt to determine how the superseded data were derived.
 KY0168
 KY0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF616361(NAD 83)
 KY0168_MARKER: DB = BENCH MARK DISK
 KY0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0168_STAMPING: G 322 1967
 KY0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0168+STABILITY: SURFACE MOTION
 KY0168
 KY0168  HISTORY     - Date     Condition        Report By
 KY0168  HISTORY     - 1967     MONUMENTED       CGS
 KY0168  HISTORY     - 19970829 GOOD             USPSQD
 KY0168
 KY0168                          STATION DESCRIPTION
 KY0168
 KY0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KY0168'5 MI SE FROM NEW CASTLE.
 KY0168'ABOUT 5 MILES SOUTHEAST ALONG U.S. HIGHWAY 422 FROM THE POST
 KY0168'OFFICE IN NEW CASTLE, SET IN THE TOP OF A CONCRETE POST PROJECTING
 KY0168'3 INCHES, 53 FEET EAST APPROX CENTERLINE OF STATE HIGHWAY 388,
 KY0168'36 FEET NORTH APPROX CENTERLINE OF HIGHWAY, 2 FEET SOUTHEAST OF
 KY0168'A POWER LINE POLE NO. 105, 2.2 FEET SOUTHWEST OF A METAL WITNESS
 KY0168'SIGN, AND ABOUT 1 FOOT BELOW HIGHWAY.
 KY0168
 KY0168                          STATION RECOVERY (1997)
 KY0168
 KY0168'RECOVERY NOTE BY US POWER SQUADRON 1997
 KY0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1458 ***********************************************************************
 MA1458  DESIGNATION -  G 323
 MA1458  PID         -  MA1458
 MA1458  STATE/COUNTY-  PA/VENANGO
 MA1458  USGS QUAD   -  CRANBERRY (1977)
 MA1458
 MA1458                         *CURRENT SURVEY CONTROL
 MA1458  ___________________________________________________________________
 MA1458* NAD 83(1986)-  41 22 08.     (N)    079 42 18.     (W)     SCALED    
 MA1458* NAVD 88     -       421.220  (meters)    1381.95   (feet)  ADJUSTED  
 MA1458  ___________________________________________________________________
 MA1458  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 MA1458  DYNAMIC HT  -         421.028 (meters)    1381.32  (feet)  COMP
 MA1458  MODELED GRAV-     980,154.8   (mgal)                       NAVD 88
 MA1458
 MA1458  VERT ORDER  -  SECOND    CLASS 0
 MA1458
 MA1458.The horizontal coordinates were scaled from a topographic map and have
 MA1458.an estimated accuracy of +/- 6 seconds.
 MA1458
 MA1458.The orthometric height was determined by differential leveling
 MA1458.and adjusted by the National Geodetic Survey in June 1991..
 MA1458
 MA1458.The geoid height was determined by GEOID03.
 MA1458
 MA1458.The dynamic height is computed by dividing the NAVD 88
 MA1458.geopotential number by the normal gravity value computed on the
 MA1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1458.degrees latitude (g = 980.6199 gals.).
 MA1458
 MA1458.The modeled gravity was interpolated from observed gravity values.
 MA1458
 MA1458;                    North         East    Units  Estimated Accuracy
 MA1458;SPC PA N     -   135,360.      436,460.      MT  (+/- 180 meters Scaled)
 MA1458
 MA1458                          SUPERSEDED SURVEY CONTROL
 MA1458
 MA1458  NGVD 29 (??/??/92)  421.387  (m)         1382.50   (f) ADJ UNCH    2 0
 MA1458
 MA1458.Superseded values are not recommended for survey control.
 MA1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1458.See file dsdata.txt to determine how the superseded data were derived.
 MA1458
 MA1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF083805(NAD 83)
 MA1458_MARKER: DD = SURVEY DISK
 MA1458_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1458_SP_SET: BRIDGE
 MA1458_STAMPING: G 323 1967
 MA1458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1458
 MA1458  HISTORY     - Date     Condition        Report By
 MA1458  HISTORY     - 1967     MONUMENTED       PADH
 MA1458  HISTORY     - 1967     GOOD             NGS
 MA1458  HISTORY     - 19990901 GOOD             PADT
 MA1458
 MA1458                          STATION DESCRIPTION
 MA1458
 MA1458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1458'1.3 MI N FROM CRANBERRY.
 MA1458'ABOUT 1.3 MILES NORTH ALONG STATE HIGHWAY 257 FROM THE POST
 MA1458'OFFICE IN CRANBERRY, SET IN THE TOP OF THE NORTHWEST WINGWALL OF
 MA1458'A BRIDGE, 22 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND IS
 MA1458'ABOUT LEVEL WITH THE HIGHWAY.
 MA1458
 MA1458                          STATION RECOVERY (1999)
 MA1458
 MA1458'RECOVERY NOTE BY PA DEPT OF TRANSP 1999
 MA1458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0210 ***********************************************************************
 MB0210  DESIGNATION -  G 324
 MB0210  PID         -  MB0210
 MB0210  STATE/COUNTY-  PA/ERIE
 MB0210  USGS QUAD   -  EAST SPRINGFIELD (1990)
 MB0210
 MB0210                         *CURRENT SURVEY CONTROL
 MB0210  ___________________________________________________________________
 MB0210* NAD 83(1986)-  41 55 12.     (N)    080 23 55.     (W)     SCALED    
 MB0210* NAVD 88     -       253.805  (meters)     832.69   (feet)  ADJUSTED  
 MB0210  ___________________________________________________________________
 MB0210  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 MB0210  DYNAMIC HT  -         253.710 (meters)     832.38  (feet)  COMP
 MB0210  MODELED GRAV-     980,243.0   (mgal)                       NAVD 88
 MB0210
 MB0210  VERT ORDER  -  SECOND    CLASS 0
 MB0210
 MB0210.The horizontal coordinates were scaled from a topographic map and have
 MB0210.an estimated accuracy of +/- 6 seconds.
 MB0210
 MB0210.The orthometric height was determined by differential leveling
 MB0210.and adjusted by the National Geodetic Survey in June 1991..
 MB0210
 MB0210.The geoid height was determined by GEOID03.
 MB0210
 MB0210.The dynamic height is computed by dividing the NAVD 88
 MB0210.geopotential number by the normal gravity value computed on the
 MB0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0210.degrees latitude (g = 980.6199 gals.).
 MB0210
 MB0210.The modeled gravity was interpolated from observed gravity values.
 MB0210
 MB0210;                    North         East    Units  Estimated Accuracy
 MB0210;SPC PA N     -   198,080.      380,320.      MT  (+/- 180 meters Scaled)
 MB0210
 MB0210                          SUPERSEDED SURVEY CONTROL
 MB0210
 MB0210  NGVD 29 (??/??/92)  253.989  (m)          833.30   (f) ADJ UNCH    2 0
 MB0210
 MB0210.Superseded values are not recommended for survey control.
 MB0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0210.See file dsdata.txt to determine how the superseded data were derived.
 MB0210
 MB0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG498410(NAD 83)
 MB0210_MARKER: DB = BENCH MARK DISK
 MB0210_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0210_SP_SET: BRIDGE
 MB0210_STAMPING: G 324 1967
 MB0210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0210
 MB0210  HISTORY     - Date     Condition        Report By
 MB0210  HISTORY     - 1967     MONUMENTED       CGS
 MB0210
 MB0210                          STATION DESCRIPTION
 MB0210
 MB0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MB0210'4.4 MI NW FROM ALBION.
 MB0210'ABOUT 2.3 MILES WEST ALONG U.S. HIGHWAY 6N FROM THE POST
 MB0210'OFFICE IN ALBION, THENCE, 2.1 MILES NORTH ALONG A MACADAM ROAD,
 MB0210'SET IN THE TOP OF THE SOUTHWEST CORNER OF HEADWALL OF A METAL
 MB0210'RAILED BRIDGE OVER CONNEAUT CREEK, 12 FEET NORTHWEST OF THE
 MB0210'APPROXIMATE CENTER OF THE MACADAM ROAD AND IS ABOUT LEVEL WITH
 MB0210'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1842 ***********************************************************************
 KV1842  DESIGNATION -  G 325
 KV1842  PID         -  KV1842
 KV1842  STATE/COUNTY-  PA/MONTGOMERY
 KV1842  USGS QUAD   -  NORRISTOWN (1992)
 KV1842
 KV1842                         *CURRENT SURVEY CONTROL
 KV1842  ___________________________________________________________________
 KV1842* NAD 83(1986)-  40 05 23.     (N)    075 19 13.     (W)     SCALED    
 KV1842* NAVD 88     -        18.740  (meters)      61.48   (feet)  ADJUSTED  
 KV1842  ___________________________________________________________________
 KV1842  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 KV1842  DYNAMIC HT  -          18.731 (meters)      61.45  (feet)  COMP
 KV1842  MODELED GRAV-     980,160.3   (mgal)                       NAVD 88
 KV1842
 KV1842  VERT ORDER  -  FIRST     CLASS I
 KV1842
 KV1842.The horizontal coordinates were scaled from a topographic map and have
 KV1842.an estimated accuracy of +/- 6 seconds.
 KV1842
 KV1842.The orthometric height was determined by differential leveling
 KV1842.and adjusted by the National Geodetic Survey in June 1991..
 KV1842
 KV1842.The geoid height was determined by GEOID03.
 KV1842
 KV1842.The dynamic height is computed by dividing the NAVD 88
 KV1842.geopotential number by the normal gravity value computed on the
 KV1842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1842.degrees latitude (g = 980.6199 gals.).
 KV1842
 KV1842.The modeled gravity was interpolated from observed gravity values.
 KV1842
 KV1842;                    North         East    Units  Estimated Accuracy
 KV1842;SPC PA S     -    86,840.      807,180.      MT  (+/- 180 meters Scaled)
 KV1842
 KV1842                          SUPERSEDED SURVEY CONTROL
 KV1842
 KV1842  NGVD 29 (??/??/??)   19.053  (m)           62.51   (f) ADJUSTED    1 1
 KV1842
 KV1842.Superseded values are not recommended for survey control.
 KV1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1842.See file dsdata.txt to determine how the superseded data were derived.
 KV1842
 KV1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK726377(NAD 83)
 KV1842_MARKER: DB = BENCH MARK DISK
 KV1842_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1842_SP_SET: GUARDRAIL BASE
 KV1842_STAMPING: G 325 1966
 KV1842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1842_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1842+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2006
 KV1842
 KV1842  HISTORY     - Date     Condition        Report By
 KV1842  HISTORY     - 1966     MONUMENTED       CGS
 KV1842  HISTORY     - 20050630 GOOD             USPSQD
 KV1842  HISTORY     - 20060809 GOOD             PADT
 KV1842
 KV1842                          STATION DESCRIPTION
 KV1842
 KV1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV1842'1.6 MI NW FROM CONSHOHOCKEN.
 KV1842'1.6 MILES NORTHWEST ALONG THE READING COMPANY RAILROAD FROM THE
 KV1842'STATION AT CONSHOHOCKEN, OR ABOUT 2.4 MILES SOUTHEAST ALONG THE
 KV1842'READING COMPANY RAILROAD FROM THE STATION AT NORRISTOWN, 0.1 MILE
 KV1842'SOUTH OF AN OVERHEAD ROAD AND A RAILROAD BRIDGE, 5 RAILS SOUTH OF
 KV1842'THE IVY ROCK STATION, 6 FEET EAST OF THE EAST RAIL OF THE EAST
 KV1842'SET OF TRACKS, SET IN THE TOP AND AT THE NORTH END OF THE CONCRETE
 KV1842'BASE FOR THE EAST GUARD RAIL OF A CONCRETE BRIDGE, 41 FEET
 KV1842'SOUTH OF CATENARY POLE NUMBER 14/24, AND ABOUT 1/2 FOOT BELOW THE
 KV1842'LEVEL OF THE TRACK.
 KV1842
 KV1842                          STATION RECOVERY (2005)
 KV1842
 KV1842'RECOVERY NOTE BY US POWER SQUADRON 2005 (WEA)
 KV1842'RECOVERED IN GOOD CONDITION.
 KV1842
 KV1842                          STATION RECOVERY (2006)
 KV1842
 KV1842'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (LJM)
 KV1842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2232 ***********************************************************************
 KV2232  DESIGNATION -  G 326
 KV2232  PID         -  KV2232
 KV2232  STATE/COUNTY-  PA/MONTGOMERY
 KV2232  USGS QUAD   -  POTTSTOWN (1980)
 KV2232
 KV2232                         *CURRENT SURVEY CONTROL
 KV2232  ___________________________________________________________________
 KV2232* NAD 83(1986)-  40 14 58.     (N)    075 40 08.     (W)     SCALED    
 KV2232* NAVD 88     -        44.254  (meters)     145.19   (feet)  ADJUSTED  
 KV2232  ___________________________________________________________________
 KV2232  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 KV2232  DYNAMIC HT  -          44.232 (meters)     145.12  (feet)  COMP
 KV2232  MODELED GRAV-     980,113.0   (mgal)                       NAVD 88
 KV2232  OBS GRAVITY -     980,120.1   (mgal)                       GRAV_OBS
 KV2232
 KV2232  VERT ORDER  -  FIRST     CLASS I
 KV2232
 KV2232.The horizontal coordinates were scaled from a topographic map and have
 KV2232.an estimated accuracy of +/- 6 seconds.
 KV2232
 KV2232.The orthometric height was determined by differential leveling
 KV2232.and adjusted by the National Geodetic Survey in June 1991..
 KV2232
 KV2232.The geoid height was determined by GEOID03.
 KV2232
 KV2232.The dynamic height is computed by dividing the NAVD 88
 KV2232.geopotential number by the normal gravity value computed on the
 KV2232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2232.degrees latitude (g = 980.6199 gals.).
 KV2232
 KV2232.The modeled gravity was interpolated from observed gravity values.
 KV2232.The observed gravity was obtained from relative gravimeter ties
 KV2232.to the IGSN71 gravity network.
 KV2232
 KV2232;                    North         East    Units  Estimated Accuracy
 KV2232;SPC PA S     -   103,810.      777,040.      MT  (+/- 180 meters Scaled)
 KV2232
 KV2232                          SUPERSEDED SURVEY CONTROL
 KV2232
 KV2232  NGVD 29 (??/??/??)   44.529  (m)          146.09   (f) ADJUSTED    1 1
 KV2232
 KV2232.Superseded values are not recommended for survey control.
 KV2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2232.See file dsdata.txt to determine how the superseded data were derived.
 KV2232
 KV2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK431556(NAD 83)
 KV2232_MARKER: DB = BENCH MARK DISK
 KV2232_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KV2232_SP_SET: 16 FEET
 KV2232_STAMPING: G 326 1966
 KV2232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2232_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2232+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2002
 KV2232
 KV2232  HISTORY     - Date     Condition        Report By
 KV2232  HISTORY     - 1966     MONUMENTED       CGS
 KV2232  HISTORY     - 1990     GOOD             USPSQD
 KV2232  HISTORY     - 20000801 GOOD             PADT
 KV2232  HISTORY     - 20021026 GOOD             USPSQD
 KV2232
 KV2232                          STATION DESCRIPTION
 KV2232
 KV2232'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2232'1 MI W FROM POTTSTOWN.
 KV2232'ABOUT 0.95 MILE WEST ALONG THE READING COMPANY RAILROAD FROM
 KV2232'THE STATION AT POTTSTOWN, 4 POLES WEST OF FRACTIONAL MILEPOST
 KV2232'41/20, 47 FEET NORTH OF THE NORTH RAIL OF THE NORTH SET OF MAIN
 KV2232'LINE TRACKS, AT THE JUNCTION OF BERKS STREET AND HIGH STREET
 KV2232'WHICH IS ALSO U.S. HIGHWAY 422, 43 FEET SOUTH OF THE CENTER LINE
 KV2232'OF HIGH STREET, 23 FEET WEST OF THE EXTENDED CENTER LINE OF BERKS
 KV2232'STREET, 14 FEET SOUTH OF POWER POLE NUMBER 1254 WHICH BEARS A
 KV2232'STREET LIGHT, 0.8 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL
 KV2232'WITH HIGH STREET, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACKS,
 KV2232'AND SET ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVED
 KV2232'TO A DEPTH OF 16 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE
 KV2232'WHICH PROJECTS 6 INCHES.
 KV2232
 KV2232                          STATION RECOVERY (1990)
 KV2232
 KV2232'RECOVERY NOTE BY US POWER SQUADRON 1990 (JDC)
 KV2232'RECOVERED IN GOOD CONDITION.
 KV2232
 KV2232                          STATION RECOVERY (2000)
 KV2232
 KV2232'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 KV2232'RECOVERED IN GOOD CONDITION.
 KV2232
 KV2232                          STATION RECOVERY (2002)
 KV2232
 KV2232'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KV2232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2270 ***********************************************************************
 KV2270  DESIGNATION -  G 327
 KV2270  PID         -  KV2270
 KV2270  STATE/COUNTY-  PA/BERKS
 KV2270  USGS QUAD   -  READING (1983)
 KV2270
 KV2270                         *CURRENT SURVEY CONTROL
 KV2270  ___________________________________________________________________
 KV2270* NAD 83(1986)-  40 20 08.     (N)    075 57 50.     (W)     SCALED    
 KV2270* NAVD 88     -        90.260  (meters)     296.13   (feet)  ADJUSTED  
 KV2270  ___________________________________________________________________
 KV2270  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 KV2270  DYNAMIC HT  -          90.214 (meters)     295.98  (feet)  COMP
 KV2270  MODELED GRAV-     980,112.9   (mgal)                       NAVD 88
 KV2270
 KV2270  VERT ORDER  -  FIRST     CLASS I
 KV2270
 KV2270.The horizontal coordinates were scaled from a topographic map and have
 KV2270.an estimated accuracy of +/- 6 seconds.
 KV2270
 KV2270.The orthometric height was determined by differential leveling
 KV2270.and adjusted by the National Geodetic Survey in June 1991..
 KV2270
 KV2270.The geoid height was determined by GEOID03.
 KV2270
 KV2270.The dynamic height is computed by dividing the NAVD 88
 KV2270.geopotential number by the normal gravity value computed on the
 KV2270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2270.degrees latitude (g = 980.6199 gals.).
 KV2270
 KV2270.The modeled gravity was interpolated from observed gravity values.
 KV2270
 KV2270;                    North         East    Units  Estimated Accuracy
 KV2270;SPC PA S     -   112,820.      751,760.      MT  (+/- 180 meters Scaled)
 KV2270
 KV2270                          SUPERSEDED SURVEY CONTROL
 KV2270
 KV2270  NGVD 29 (??/??/??)   90.497  (m)          296.91   (f) ADJUSTED    1 1
 KV2270
 KV2270.Superseded values are not recommended for survey control.
 KV2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2270.See file dsdata.txt to determine how the superseded data were derived.
 KV2270
 KV2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK181654(NAD 83)
 KV2270_MARKER: DB = BENCH MARK DISK
 KV2270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2270_SP_SET: WALL
 KV2270_STAMPING: G 327 1966
 KV2270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2270+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2004
 KV2270
 KV2270  HISTORY     - Date     Condition        Report By
 KV2270  HISTORY     - 1966     MONUMENTED       CGS
 KV2270  HISTORY     - 20011220 GOOD             USPSQD
 KV2270  HISTORY     - 20041217 GOOD             USPSQD
 KV2270
 KV2270                          STATION DESCRIPTION
 KV2270
 KV2270'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2270'2.2 MI W FROM READING.
 KV2270'ABOUT 2.2 MILES WEST ALONG THE READING COMPANY RAILROAD FROM THE
 KV2270'NORTH STATION AT READING, ABOUT 0.2 MILE EAST OF WYOMISSING
 KV2270'JUNCTION, 7 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH SET OF
 KV2270'TRACKS, SET IN THE TOP OF THE 10TH STONE WEST OF THE EAST END
 KV2270'OF A STONE RETAINING WALL, DIRECTLY OVER THE TOP OF THE SOUTH END
 KV2270'OF THE EAST ABUTMENT OF THE BERN ROAD UNDERPASS, ABOUT LEVEL
 KV2270'WITH THE TRACK.
 KV2270
 KV2270                          STATION RECOVERY (2001)
 KV2270
 KV2270'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV2270'RECOVERED IN GOOD CONDITION.
 KV2270
 KV2270                          STATION RECOVERY (2004)
 KV2270
 KV2270'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEQ)
 KV2270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0469 ***********************************************************************
 KW0469  DESIGNATION -  G 328
 KW0469  PID         -  KW0469
 KW0469  STATE/COUNTY-  PA/LEBANON
 KW0469  USGS QUAD   -  LEBANON (1995)
 KW0469
 KW0469                         *CURRENT SURVEY CONTROL
 KW0469  ___________________________________________________________________
 KW0469* NAD 83(1986)-  40 20 41.     (N)    076 24 13.     (W)     SCALED    
 KW0469* NAVD 88     -       146.143  (meters)     479.47   (feet)  ADJUSTED  
 KW0469  ___________________________________________________________________
 KW0469  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 KW0469  DYNAMIC HT  -         146.066 (meters)     479.22  (feet)  COMP
 KW0469  MODELED GRAV-     980,100.8   (mgal)                       NAVD 88
 KW0469
 KW0469  VERT ORDER  -  FIRST     CLASS I
 KW0469
 KW0469.The horizontal coordinates were scaled from a topographic map and have
 KW0469.an estimated accuracy of +/- 6 seconds.
 KW0469
 KW0469.The orthometric height was determined by differential leveling
 KW0469.and adjusted by the National Geodetic Survey in June 1991..
 KW0469
 KW0469.The geoid height was determined by GEOID03.
 KW0469
 KW0469.The dynamic height is computed by dividing the NAVD 88
 KW0469.geopotential number by the normal gravity value computed on the
 KW0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0469.degrees latitude (g = 980.6199 gals.).
 KW0469
 KW0469.The modeled gravity was interpolated from observed gravity values.
 KW0469
 KW0469;                    North         East    Units  Estimated Accuracy
 KW0469;SPC PA S     -   113,170.      714,380.      MT  (+/- 180 meters Scaled)
 KW0469
 KW0469                          SUPERSEDED SURVEY CONTROL
 KW0469
 KW0469  NGVD 29 (??/??/??)  146.350  (m)          480.15   (f) ADJUSTED    1 1
 KW0469
 KW0469.Superseded values are not recommended for survey control.
 KW0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0469.See file dsdata.txt to determine how the superseded data were derived.
 KW0469
 KW0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK807669(NAD 83)
 KW0469_MARKER: DB = BENCH MARK DISK
 KW0469_SETTING: 66 = SET IN ROCK OUTCROP
 KW0469_SP_SET: ROCK OUTCROP
 KW0469_STAMPING: G 328 1966
 KW0469_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW0469+STABILITY: POSITION/ELEVATION WELL
 KW0469
 KW0469  HISTORY     - Date     Condition        Report By
 KW0469  HISTORY     - 1966     MONUMENTED       CGS
 KW0469  HISTORY     - 19920406 MARK NOT FOUND   USPSQD
 KW0469
 KW0469                          STATION DESCRIPTION
 KW0469
 KW0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0469'1.1 MI E FROM LEBANON.
 KW0469'ABOUT 1.1 MILES EAST ALONG THE READING COMPANY RAILROAD FROM
 KW0469'THE STATION AT LEBANON, 5 1/2 POLES EAST OF FRACTIONAL MILEPOST
 KW0469'26/50, 43 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH SET OF MAIN
 KW0469'LINE TRACKS, SET IN THE TOP OF A ROCK OUTCROP WHICH IS ON THE
 KW0469'SOUTH BANK OF A SMALL CUT FOR THE RAILROAD, 7 RAILS EAST OF
 KW0469'THE CROSSING OF THE RAILROAD AND 5TH AVENUE, 1.5 FEET SOUTH OF
 KW0469'A METAL WITNESS POST, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 KW0469'TRACK.
 KW0469
 KW0469                          STATION RECOVERY (1992)
 KW0469
 KW0469'RECOVERY NOTE BY US POWER SQUADRON 1992
 KW0469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0812 ***********************************************************************
 KW0812  DESIGNATION -  G 329
 KW0812  PID         -  KW0812
 KW0812  STATE/COUNTY-  PA/LEBANON
 KW0812  USGS QUAD   -  PALMYRA (1990)
 KW0812
 KW0812                         *CURRENT SURVEY CONTROL
 KW0812  ___________________________________________________________________
 KW0812* NAD 83(1986)-  40 19 04.     (N)    076 32 01.     (W)     SCALED    
 KW0812* NAVD 88     -       144.470  (meters)     473.98   (feet)  ADJUSTED  
 KW0812  ___________________________________________________________________
 KW0812  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 KW0812  DYNAMIC HT  -         144.394 (meters)     473.73  (feet)  COMP
 KW0812  MODELED GRAV-     980,102.4   (mgal)                       NAVD 88
 KW0812
 KW0812  VERT ORDER  -  FIRST     CLASS I
 KW0812
 KW0812.The horizontal coordinates were scaled from a topographic map and have
 KW0812.an estimated accuracy of +/- 6 seconds.
 KW0812
 KW0812.The orthometric height was determined by differential leveling
 KW0812.and adjusted by the National Geodetic Survey in June 1991..
 KW0812
 KW0812.The geoid height was determined by GEOID03.
 KW0812
 KW0812.The dynamic height is computed by dividing the NAVD 88
 KW0812.geopotential number by the normal gravity value computed on the
 KW0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0812.degrees latitude (g = 980.6199 gals.).
 KW0812
 KW0812.The modeled gravity was interpolated from observed gravity values.
 KW0812
 KW0812;                    North         East    Units  Estimated Accuracy
 KW0812;SPC PA S     -   110,020.      703,380.      MT  (+/- 180 meters Scaled)
 KW0812
 KW0812                          SUPERSEDED SURVEY CONTROL
 KW0812
 KW0812  NGVD 29 (??/??/??)  144.677  (m)          474.66   (f) ADJUSTED    1 1
 KW0812
 KW0812.Superseded values are not recommended for survey control.
 KW0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0812.See file dsdata.txt to determine how the superseded data were derived.
 KW0812
 KW0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK696641(NAD 83)
 KW0812_MARKER: DB = BENCH MARK DISK
 KW0812_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0812_SP_SET: FOUNDATION
 KW0812_STAMPING: G 329 1966
 KW0812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0812_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0812+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2005
 KW0812
 KW0812  HISTORY     - Date     Condition        Report By
 KW0812  HISTORY     - 1966     MONUMENTED       CGS
 KW0812  HISTORY     - 20050924 GOOD             GEOCAC
 KW0812
 KW0812                          STATION DESCRIPTION
 KW0812
 KW0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0812'2.6 MI SW FROM ANNVILLE.
 KW0812'ABOUT 1.6 MILES WEST ALONG THE READING COMPANY RAILROAD FROM THE
 KW0812'STATION AT ANNVILLE, THENCE 0.3 MILE SOUTH ALONG A PAVED ROAD,
 KW0812'THENCE 0.2 MILE EAST ALONG U.S. HIGHWAY 422, THENCE 0.5 MILE
 KW0812'SOUTH ALONG A PAVED ROAD TO THE MILLARD AIRPORT, 18 FEET EAST OF
 KW0812'THE SOUTHEAST CORNER OF THE MAIN HANGAR, 2.0 FEET WEST OF THE
 KW0812'WEST SIDE OF A CONCRETE STAIRWAY LEADING FROM THE ROAD TO A TAXI
 KW0812'STRIP IN FRONT OF THE HANGAR, 5-INCHES SOUTH OF A STEEL SUPPORT
 KW0812'FOR THE OVERHEAD TRACK OF A SLIDING DOOR, ABOUT LEVEL WITH THE
 KW0812'TAXI STRIP, AND SET IN THE TOP OF THE EAST END OF A CONCRETE
 KW0812'TRACK FOUNDATION FOR THE SLIDING DOORS OF THE HANGAR.
 KW0812
 KW0812                          STATION RECOVERY (2005)
 KW0812
 KW0812'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0086 ***********************************************************************
 MA0086  DESIGNATION -  G 33
 MA0086  PID         -  MA0086
 MA0086  STATE/COUNTY-  PA/POTTER
 MA0086  USGS QUAD   -  COUDERSPORT (1983)
 MA0086
 MA0086                         *CURRENT SURVEY CONTROL
 MA0086  ___________________________________________________________________
 MA0086* NAD 83(1986)-  41 45 08.     (N)    078 03 14.     (W)     SCALED    
 MA0086* NAVD 88     -       490.740  (meters)    1610.04   (feet)  ADJUSTED  
 MA0086  ___________________________________________________________________
 MA0086  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 MA0086  DYNAMIC HT  -         490.532 (meters)    1609.35  (feet)  COMP
 MA0086  MODELED GRAV-     980,184.5   (mgal)                       NAVD 88
 MA0086
 MA0086  VERT ORDER  -  SECOND    CLASS 0
 MA0086
 MA0086.The horizontal coordinates were scaled from a topographic map and have
 MA0086.an estimated accuracy of +/- 6 seconds.
 MA0086
 MA0086.The orthometric height was determined by differential leveling
 MA0086.and adjusted by the National Geodetic Survey in June 1991..
 MA0086.WARNING-Repeat measurements at this control monument indicate possible
 MA0086.vertical movement.
 MA0086
 MA0086.The geoid height was determined by GEOID03.
 MA0086
 MA0086.The dynamic height is computed by dividing the NAVD 88
 MA0086.geopotential number by the normal gravity value computed on the
 MA0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0086.degrees latitude (g = 980.6199 gals.).
 MA0086
 MA0086.The modeled gravity was interpolated from observed gravity values.
 MA0086
 MA0086;                    North         East    Units  Estimated Accuracy
 MA0086;SPC PA N     -   176,130.      574,730.      MT  (+/- 180 meters Scaled)
 MA0086
 MA0086                          SUPERSEDED SURVEY CONTROL
 MA0086
 MA0086  NGVD 29 (??/??/92)  490.872  (m)         1610.47   (f) ADJ UNCH    2 0
 MA0086
 MA0086.Superseded values are not recommended for survey control.
 MA0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0086.See file dsdata.txt to determine how the superseded data were derived.
 MA0086
 MA0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG449264(NAD 83)
 MA0086_MARKER: DB = BENCH MARK DISK
 MA0086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0086_SP_SET: BRIDGE
 MA0086_STAMPING: G 33 1934
 MA0086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0086
 MA0086  HISTORY     - Date     Condition        Report By
 MA0086  HISTORY     - 1934     MONUMENTED       CGS
 MA0086  HISTORY     - 1968     GOOD             NGS
 MA0086  HISTORY     - 20020629 MARK NOT FOUND   INDIV
 MA0086
 MA0086                          STATION DESCRIPTION
 MA0086
 MA0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MA0086'2.6 MI W FROM COUDERSPORT.
 MA0086'2.6 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE COURT HOUSE IN
 MA0086'COUDERSPORT TO A SHARP CURVE IN THE HIGHWAY, THENCE, SOUTHEAST
 MA0086'ALONG A FARM ROAD 0.05 MILE, SET IN THE TOP OF A ABANDONED
 MA0086'RAILROAD BRIDGE, 180 FEET SOUTHEAST OF THE HIGHWAY, 115 FEET
 MA0086'SOUTHEAST APPROXIMATE CENTER OF FARM ROAD AND ABANDONED RAILROAD
 MA0086'BED, 12 FEET SOUTH OF THE APPROXIMATE CENTER OF THE OLD RAILROAD
 MA0086'BED, 1.5 FEET SOUTHWEST OF THE WEST EDGE OF THE ALLEGHANY RIVER,
 MA0086'ABOUT 6 FEET ABOVE THE WATER, AND IS ABOUT 30 FEET BELOW THE
 MA0086'HIGHWAY.  NOTE-- THE ABUTMENT OF THE BRIDGE IS LEANING AND THE
 MA0086'MARK HAS MOVED.
 MA0086
 MA0086                          STATION RECOVERY (2002)
 MA0086
 MA0086'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (TBS)
 MA0086'TOP OF BIDGE ABUTMENT HAS FALLEN IN THE THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0866 ***********************************************************************
 KW0866  DESIGNATION -  G 330
 KW0866  PID         -  KW0866
 KW0866  STATE/COUNTY-  PA/DAUPHIN
 KW0866  USGS QUAD   -  HARRISBURG WEST (1987)
 KW0866
 KW0866                         *CURRENT SURVEY CONTROL
 KW0866  ___________________________________________________________________
 KW0866* NAD 83(1986)-  40 17 47.     (N)    076 53 33.     (W)     SCALED    
 KW0866* NAVD 88     -       104.286  (meters)     342.14   (feet)  ADJUSTED  
 KW0866  ___________________________________________________________________
 KW0866  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 KW0866  DYNAMIC HT  -         104.234 (meters)     341.97  (feet)  COMP
 KW0866  MODELED GRAV-     980,127.4   (mgal)                       NAVD 88
 KW0866
 KW0866  VERT ORDER  -  FIRST     CLASS I
 KW0866
 KW0866.The horizontal coordinates were scaled from a topographic map and have
 KW0866.an estimated accuracy of +/- 6 seconds.
 KW0866
 KW0866.The orthometric height was determined by differential leveling
 KW0866.and adjusted by the National Geodetic Survey in June 1991..
 KW0866
 KW0866.The geoid height was determined by GEOID03.
 KW0866
 KW0866.The dynamic height is computed by dividing the NAVD 88
 KW0866.geopotential number by the normal gravity value computed on the
 KW0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0866.degrees latitude (g = 980.6199 gals.).
 KW0866
 KW0866.The modeled gravity was interpolated from observed gravity values.
 KW0866
 KW0866;                    North         East    Units  Estimated Accuracy
 KW0866;SPC PA S     -   107,290.      672,900.      MT  (+/- 180 meters Scaled)
 KW0866
 KW0866                          SUPERSEDED SURVEY CONTROL
 KW0866
 KW0866  NGVD 29 (??/??/??)  104.498  (m)          342.84   (f) ADJUSTED    1 1
 KW0866
 KW0866.Superseded values are not recommended for survey control.
 KW0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0866.See file dsdata.txt to determine how the superseded data were derived.
 KW0866
 KW0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK391623(NAD 83)
 KW0866_MARKER: DB = BENCH MARK DISK
 KW0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0866_STAMPING: G 330 1966
 KW0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0866+STABILITY: SURFACE MOTION
 KW0866
 KW0866  HISTORY     - Date     Condition        Report By
 KW0866  HISTORY     - 1966     MONUMENTED       CGS
 KW0866  HISTORY     - 20040426 MARK NOT FOUND   GEOCAC
 KW0866
 KW0866                          STATION DESCRIPTION
 KW0866
 KW0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0866'2.3 MI N FROM HARRISBURG.
 KW0866'ABOUT 2.3 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW0866'STATION AT HARRISBURG, 5 POLES NORTH OF MILEPOST 107, 2 POLES
 KW0866'NORTH OF THE EXTENDED CENTER LINE OF ANTONE STREET, IN LINE
 KW0866'WITH A ROW OF TELEPHONE POLES, 32 FEET EAST-SOUTHEAST OF THE
 KW0866'NORTHEAST CORNER OF A BRICK WAREHOUSE, 19 FEET SOUTHEAST OF THE
 KW0866'SOUTHEAST RAIL OF A SPUR TRACK LEADING TO THE WAREHOUSE, 13
 KW0866'FEET WEST OF THE WEST RAIL OF THE WEST TRACK, 8 FEET SOUTH OF
 KW0866'A TELEPHONE POLE BRACED BY A GUY WIRE, 3 FEET NORTH OF THE
 KW0866'ANCHOR ROD FOR THE GUY WIRE, 1.5 FEET WEST OF A METAL WITNESS
 KW0866'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE WEST TRACK, AND SET
 KW0866'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 KW0866
 KW0866                          STATION RECOVERY (2004)
 KW0866
 KW0866'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0866'MARK APPEARS DESTROYED. MONUMENT EXISTS BUT NO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1711 ***********************************************************************
 KW1711  DESIGNATION -  G 331
 KW1711  PID         -  KW1711
 KW1711  STATE/COUNTY-  PA/JUNIATA
 KW1711  USGS QUAD   -  MEXICO (1979)
 KW1711
 KW1711                         *CURRENT SURVEY CONTROL
 KW1711  ___________________________________________________________________
 KW1711* NAD 83(1986)-  40 31 55.     (N)    077 21 06.     (W)     SCALED    
 KW1711* NAVD 88     -       132.654  (meters)     435.22   (feet)  ADJUSTED  
 KW1711  ___________________________________________________________________
 KW1711  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KW1711  DYNAMIC HT  -         132.591 (meters)     435.01  (feet)  COMP
 KW1711  MODELED GRAV-     980,148.6   (mgal)                       NAVD 88
 KW1711
 KW1711  VERT ORDER  -  FIRST     CLASS I
 KW1711
 KW1711.The horizontal coordinates were scaled from a topographic map and have
 KW1711.an estimated accuracy of +/- 6 seconds.
 KW1711
 KW1711.The orthometric height was determined by differential leveling
 KW1711.and adjusted by the National Geodetic Survey in June 1991..
 KW1711
 KW1711.The geoid height was determined by GEOID03.
 KW1711
 KW1711.The dynamic height is computed by dividing the NAVD 88
 KW1711.geopotential number by the normal gravity value computed on the
 KW1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1711.degrees latitude (g = 980.6199 gals.).
 KW1711
 KW1711.The modeled gravity was interpolated from observed gravity values.
 KW1711
 KW1711;                    North         East    Units  Estimated Accuracy
 KW1711;SPC PA S     -   133,160.      633,750.      MT  (+/- 180 meters Scaled)
 KW1711
 KW1711                          SUPERSEDED SURVEY CONTROL
 KW1711
 KW1711  NGVD 29 (??/??/??)  132.866  (m)          435.91   (f) ADJUSTED    1 1
 KW1711
 KW1711.Superseded values are not recommended for survey control.
 KW1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1711.See file dsdata.txt to determine how the superseded data were derived.
 KW1711
 KW1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK008894(NAD 83)
 KW1711_MARKER: DB = BENCH MARK DISK
 KW1711_SETTING: 66 = SET IN ROCK OUTCROP
 KW1711_SP_SET: ROCK OUTCROP
 KW1711_STAMPING: G 331 1966
 KW1711_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW1711+STABILITY: POSITION/ELEVATION WELL
 KW1711
 KW1711  HISTORY     - Date     Condition        Report By
 KW1711  HISTORY     - 1966     MONUMENTED       CGS
 KW1711
 KW1711                          STATION DESCRIPTION
 KW1711
 KW1711'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1711'1.8 MI E FROM PORT ROYAL.
 KW1711'1.85 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATE
 KW1711'HIGHWAY 75 OVERPASS FOR THE RAILROAD AT PORT ROYAL, 0.15 MILE WEST
 KW1711'OF MILEPOST 149, 1 1/2 RAILS EAST OF THE WEST END OF THE NORTH
 KW1711'SIDE OF A ROCK CUT FOR THE RAILROAD, 22 1/2 FEET NORTH OF THE
 KW1711'NORTH RAIL OF THE NORTH TRACK, SET IN THE TOP OF A SMALL SHELF
 KW1711'CHISELED IN THE SOUTH SLOPE OF A ROCK OUTCROP, AND ABOUT 2 1/2
 KW1711'FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0663 ***********************************************************************
 KX0663  DESIGNATION -  G 332
 KX0663  PID         -  KX0663
 KX0663  STATE/COUNTY-  PA/CLEARFIELD
 KX0663  USGS QUAD   -  CURWENSVILLE (1993)
 KX0663
 KX0663                         *CURRENT SURVEY CONTROL
 KX0663  ___________________________________________________________________
 KX0663* NAD 83(1986)-  40 58 20.     (N)    078 32 33.     (W)     SCALED    
 KX0663* NAVD 88     -       364.204  (meters)    1194.89   (feet)  ADJUSTED  
 KX0663  ___________________________________________________________________
 KX0663  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KX0663  DYNAMIC HT  -         364.027 (meters)    1194.31  (feet)  COMP
 KX0663  MODELED GRAV-     980,128.4   (mgal)                       NAVD 88
 KX0663
 KX0663  VERT ORDER  -  FIRST     CLASS I
 KX0663
 KX0663.The horizontal coordinates were scaled from a topographic map and have
 KX0663.an estimated accuracy of +/- 6 seconds.
 KX0663
 KX0663.The orthometric height was determined by differential leveling
 KX0663.and adjusted by the National Geodetic Survey in June 1991..
 KX0663
 KX0663.The geoid height was determined by GEOID03.
 KX0663
 KX0663.The dynamic height is computed by dividing the NAVD 88
 KX0663.geopotential number by the normal gravity value computed on the
 KX0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0663.degrees latitude (g = 980.6199 gals.).
 KX0663
 KX0663.The modeled gravity was interpolated from observed gravity values.
 KX0663
 KX0663;                    North         East    Units  Estimated Accuracy
 KX0663;SPC PA N     -    89,770.      533,300.      MT  (+/- 180 meters Scaled)
 KX0663
 KX0663                          SUPERSEDED SURVEY CONTROL
 KX0663
 KX0663  NGVD 29 (??/??/92)  364.368  (m)         1195.43   (f) ADJ UNCH    1 1
 KX0663
 KX0663.Superseded values are not recommended for survey control.
 KX0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0663.See file dsdata.txt to determine how the superseded data were derived.
 KX0663
 KX0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF067385(NAD 83)
 KX0663_MARKER: DB = BENCH MARK DISK
 KX0663_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0663_SP_SET: CULVERT
 KX0663_STAMPING: G 332 1966
 KX0663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0663
 KX0663  HISTORY     - Date     Condition        Report By
 KX0663  HISTORY     - 1966     MONUMENTED       CGS
 KX0663
 KX0663                          STATION DESCRIPTION
 KX0663
 KX0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0663'1.4 MI W FROM CURWENSVILLE.
 KX0663'1.45 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KX0663'STATION AT CURWENSVILLE, 0.5 MILE SOUTHEAST OF THE RAILROAD
 KX0663'OVERPASS FOR U.S. HIGHWAY 332, 10 FEET WEST-NORTHWEST OF THE
 KX0663'FIRST POLE EAST OF MILEPOST 17/10, 10 FEET NORTH OF THE NORTH
 KX0663'RAIL, SET IN THE TOP OF THE EAST END OF THE NORTH STONE HEAD
 KX0663'WALL OF A CULVERT, ABOUT 12 FEET BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2198 ***********************************************************************
 KW2198  DESIGNATION -  G 333
 KW2198  PID         -  KW2198
 KW2198  STATE/COUNTY-  PA/HUNTINGDON
 KW2198  USGS QUAD   -  MOUNT UNION (1971)
 KW2198
 KW2198                         *CURRENT SURVEY CONTROL
 KW2198  ___________________________________________________________________
 KW2198* NAD 83(1986)-  40 26 41.     (N)    077 57 08.     (W)     SCALED    
 KW2198* NAVD 88     -       184.303  (meters)     604.67   (feet)  ADJUSTED  
 KW2198  ___________________________________________________________________
 KW2198  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 KW2198  DYNAMIC HT  -         184.209 (meters)     604.36  (feet)  COMP
 KW2198  MODELED GRAV-     980,110.3   (mgal)                       NAVD 88
 KW2198
 KW2198  VERT ORDER  -  FIRST     CLASS I
 KW2198
 KW2198.The horizontal coordinates were scaled from a topographic map and have
 KW2198.an estimated accuracy of +/- 6 seconds.
 KW2198
 KW2198.The orthometric height was determined by differential leveling
 KW2198.and adjusted by the National Geodetic Survey in June 1991..
 KW2198
 KW2198.The geoid height was determined by GEOID03.
 KW2198
 KW2198.The dynamic height is computed by dividing the NAVD 88
 KW2198.geopotential number by the normal gravity value computed on the
 KW2198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2198.degrees latitude (g = 980.6199 gals.).
 KW2198
 KW2198.The modeled gravity was interpolated from observed gravity values.
 KW2198
 KW2198;                    North         East    Units  Estimated Accuracy
 KW2198;SPC PA S     -   123,420.      582,850.      MT  (+/- 180 meters Scaled)
 KW2198
 KW2198                          SUPERSEDED SURVEY CONTROL
 KW2198
 KW2198  NGVD 29 (??/??/??)  184.509  (m)          605.34   (f) ADJUSTED    1 1
 KW2198
 KW2198.Superseded values are not recommended for survey control.
 KW2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2198.See file dsdata.txt to determine how the superseded data were derived.
 KW2198
 KW2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK496813(NAD 83)
 KW2198_MARKER: DB = BENCH MARK DISK
 KW2198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2198_SP_SET: CULVERT
 KW2198_STAMPING: G 333 1966
 KW2198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2198
 KW2198  HISTORY     - Date     Condition        Report By
 KW2198  HISTORY     - 1966     MONUMENTED       CGS
 KW2198
 KW2198                          STATION DESCRIPTION
 KW2198
 KW2198'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2198'4.2 MI SE FROM HUNTINGDON.
 KW2198'4.25 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW2198'STATION AT HUNTINGDON, 3 1/2 TELEPHONE POLES NORTHWEST OF
 KW2198'MILEPOST NUMBER 198, 6 RAILS SOUTHEAST OF SIGNAL GANTRY NUMBER
 KW2198'1981, 8 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 KW2198'TRACK, SET IN THE CENTER OF THE TOP OF THE NORTHEAST HEAD WALL OF
 KW2198'A CONCRETE CULVERT, AND ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE
 KW2198'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0115 ***********************************************************************
 KX0115  DESIGNATION -  G 334
 KX0115  PID         -  KX0115
 KX0115  STATE/COUNTY-  PA/CENTRE
 KX0115  USGS QUAD   -  SANDY RIDGE (1994)
 KX0115
 KX0115                         *CURRENT SURVEY CONTROL
 KX0115  ___________________________________________________________________
 KX0115* NAD 83(1986)-  40 47 55.     (N)    078 14 01.     (W)     SCALED    
 KX0115* NAVD 88     -       604.422  (meters)    1983.01   (feet)  ADJUSTED  
 KX0115  ___________________________________________________________________
 KX0115  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KX0115  DYNAMIC HT  -         604.097 (meters)    1981.94  (feet)  COMP
 KX0115  MODELED GRAV-     980,067.6   (mgal)                       NAVD 88
 KX0115
 KX0115  VERT ORDER  -  FIRST     CLASS I
 KX0115
 KX0115.The horizontal coordinates were scaled from a topographic map and have
 KX0115.an estimated accuracy of +/- 6 seconds.
 KX0115
 KX0115.The orthometric height was determined by differential leveling
 KX0115.and adjusted by the National Geodetic Survey in June 1991..
 KX0115
 KX0115.The geoid height was determined by GEOID03.
 KX0115
 KX0115.The dynamic height is computed by dividing the NAVD 88
 KX0115.geopotential number by the normal gravity value computed on the
 KX0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0115.degrees latitude (g = 980.6199 gals.).
 KX0115
 KX0115.The modeled gravity was interpolated from observed gravity values.
 KX0115
 KX0115;                    North         East    Units  Estimated Accuracy
 KX0115;SPC PA N     -    70,290.      559,190.      MT  (+/- 180 meters Scaled)
 KX0115
 KX0115                          SUPERSEDED SURVEY CONTROL
 KX0115
 KX0115  NGVD 29 (??/??/92)  604.568  (m)         1983.49   (f) ADJ UNCH    1 1
 KX0115
 KX0115.Superseded values are not recommended for survey control.
 KX0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0115.See file dsdata.txt to determine how the superseded data were derived.
 KX0115
 KX0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF333200(NAD 83)
 KX0115_MARKER: DB = BENCH MARK DISK
 KX0115_SETTING: 80 = SET IN A BOULDER
 KX0115_SP_SET: BOULDER
 KX0115_STAMPING: G 334 1966
 KX0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0115+STABILITY: SURFACE MOTION
 KX0115
 KX0115  HISTORY     - Date     Condition        Report By
 KX0115  HISTORY     - 1966     MONUMENTED       CGS
 KX0115
 KX0115                          STATION DESCRIPTION
 KX0115
 KX0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0115'4.8 MI SE FROM OSCEOLA MILLS.
 KX0115'ABOUT 4.8 MILES SOUTHEAST ALONG THE CLEARFIELD BRANCH OF THE
 KX0115'PENNSYLVANIA RAILROAD FROM THE FREIGHT STATION AT OSCEOLA MILLS,
 KX0115'5 RAILS SOUTH OF MILEPOST 14, 49 FEET EAST OF THE EAST RAIL OF THE
 KX0115'EAST SET OF TRACKS, SET IN THE CENTER OF THE TOP OF A FLAT
 KX0115'BOULDER, 18 FEET SOUTHEAST OF THE SECOND TELEPHONE POLE SOUTH OF
 KX0115'MILEPOST NUMBER 14, 9 FEET NORTH OF A 24-INCH OAK TREE WHICH
 KX0115'BEARS A WITNESS SHIELD, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 KX0115'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0351 ***********************************************************************
 MA0351  DESIGNATION -  G 335
 MA0351  PID         -  MA0351
 MA0351  STATE/COUNTY-  PA/CLEARFIELD
 MA0351  USGS QUAD   -  LUTHERSBURG (1986)
 MA0351
 MA0351                         *CURRENT SURVEY CONTROL
 MA0351  ___________________________________________________________________
 MA0351* NAD 83(1986)-  41 03 53.     (N)    078 42 57.     (W)     SCALED    
 MA0351* NAVD 88     -       509.962  (meters)    1673.10   (feet)  ADJUSTED  
 MA0351  ___________________________________________________________________
 MA0351  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 MA0351  DYNAMIC HT  -         509.712 (meters)    1672.28  (feet)  COMP
 MA0351  MODELED GRAV-     980,116.9   (mgal)                       NAVD 88
 MA0351
 MA0351  VERT ORDER  -  FIRST     CLASS I
 MA0351
 MA0351.The horizontal coordinates were scaled from a topographic map and have
 MA0351.an estimated accuracy of +/- 6 seconds.
 MA0351
 MA0351.The orthometric height was determined by differential leveling
 MA0351.and adjusted by the National Geodetic Survey in June 1991..
 MA0351
 MA0351.The geoid height was determined by GEOID03.
 MA0351
 MA0351.The dynamic height is computed by dividing the NAVD 88
 MA0351.geopotential number by the normal gravity value computed on the
 MA0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0351.degrees latitude (g = 980.6199 gals.).
 MA0351
 MA0351.The modeled gravity was interpolated from observed gravity values.
 MA0351
 MA0351;                    North         East    Units  Estimated Accuracy
 MA0351;SPC PA N     -   100,190.      518,820.      MT  (+/- 180 meters Scaled)
 MA0351
 MA0351                          SUPERSEDED SURVEY CONTROL
 MA0351
 MA0351  NGVD 29 (??/??/92)  510.114  (m)         1673.60   (f) ADJ UNCH    1 1
 MA0351
 MA0351.Superseded values are not recommended for survey control.
 MA0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0351.See file dsdata.txt to determine how the superseded data were derived.
 MA0351
 MA0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF919484(NAD 83)
 MA0351_MARKER: DB = BENCH MARK DISK
 MA0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0351_STAMPING: G 335 1966
 MA0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0351+STABILITY: SURFACE MOTION
 MA0351
 MA0351  HISTORY     - Date     Condition        Report By
 MA0351  HISTORY     - 1966     MONUMENTED       CGS
 MA0351  HISTORY     - 1967     GOOD             NGS
 MA0351
 MA0351                          STATION DESCRIPTION
 MA0351
 MA0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0351'6.6 MI SE FROM DU BOIS.
 MA0351'ABOUT 6.6 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0351'FROM THE UNION BANKING AND TRUST COMPANY BUILDING WHICH WAS
 MA0351'FORMERLY THE BALTIMORE AND OHIO RAILROAD STATION AT DU BOIS,
 MA0351'AT THE LUTHERSBURG SIDING, 8 FEET WEST OF THE 3RD TELEPHONE POLE
 MA0351'NORTHEAST OF MILEPOST 3/20, 140 FEET NORTHEAST OF THE CENTER
 MA0351'OF THE CROSSING OF THE RAILROAD AND A GRAVELED ROAD, 34 FEET
 MA0351'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN LINE TRACKS, 22
 MA0351'FEET SOUTHEAST OF THE CENTER LINE OF THE GRAVELED ROAD, 20
 MA0351'FEET NORTHWEST OF THE NORTHWEST RAIL OF A SIDETRACK, 1 1/2 FEET
 MA0351'NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 MA0351'2 FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A
 MA0351'CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0644 ***********************************************************************
 MA0644  DESIGNATION -  G 336
 MA0644  PID         -  MA0644
 MA0644  STATE/COUNTY-  PA/MCKEAN
 MA0644  USGS QUAD   -  BRADFORD (1983)
 MA0644
 MA0644                         *CURRENT SURVEY CONTROL
 MA0644  ___________________________________________________________________
 MA0644* NAD 83(1986)-  41 56 54.     (N)    078 38 45.     (W)     SCALED    
 MA0644* NAVD 88     -       442.086  (meters)    1450.41   (feet)  ADJUSTED  
 MA0644  ___________________________________________________________________
 MA0644  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 MA0644  DYNAMIC HT  -         441.907 (meters)    1449.82  (feet)  COMP
 MA0644  MODELED GRAV-     980,205.8   (mgal)                       NAVD 88
 MA0644
 MA0644  VERT ORDER  -  FIRST     CLASS I
 MA0644
 MA0644.The horizontal coordinates were scaled from a topographic map and have
 MA0644.an estimated accuracy of +/- 6 seconds.
 MA0644
 MA0644.The orthometric height was determined by differential leveling
 MA0644.and adjusted by the National Geodetic Survey in June 1991..
 MA0644
 MA0644.The geoid height was determined by GEOID03.
 MA0644
 MA0644.The dynamic height is computed by dividing the NAVD 88
 MA0644.geopotential number by the normal gravity value computed on the
 MA0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0644.degrees latitude (g = 980.6199 gals.).
 MA0644
 MA0644.The modeled gravity was interpolated from observed gravity values.
 MA0644
 MA0644;                    North         East    Units  Estimated Accuracy
 MA0644;SPC PA N     -   198,250.      525,720.      MT  (+/- 180 meters Scaled)
 MA0644
 MA0644                          SUPERSEDED SURVEY CONTROL
 MA0644
 MA0644  NGVD 29 (??/??/92)  442.229  (m)         1450.88   (f) ADJ UNCH    1 1
 MA0644
 MA0644.Superseded values are not recommended for survey control.
 MA0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0644.See file dsdata.txt to determine how the superseded data were derived.
 MA0644
 MA0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG951467(NAD 83)
 MA0644_MARKER: DB = BENCH MARK DISK
 MA0644_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0644_SP_SET: CULVERT
 MA0644_STAMPING: G 336 1966
 MA0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MA0644+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2006
 MA0644
 MA0644  HISTORY     - Date     Condition        Report By
 MA0644  HISTORY     - 1966     MONUMENTED       CGS
 MA0644  HISTORY     - 1967     GOOD             NGS
 MA0644  HISTORY     - 20040308 GOOD             USPSQD
 MA0644  HISTORY     - 20041227 GOOD             INDIV
 MA0644  HISTORY     - 20060711 GOOD             USPSQD
 MA0644
 MA0644                          STATION DESCRIPTION
 MA0644
 MA0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0644'0.6 MI S FROM BRADFORD.
 MA0644'ABOUT 0.6 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MA0644'THE STATION AT BRADFORD, 40 FEET NORTHWEST OF THE FIFTH POLE
 MA0644'NORTH OF MILEPOST 123/30, 46 1/2 FEET WEST OF THE WEST RAIL OF
 MA0644'THE WEST SET OF TRACKS, SET IN THE TOP OF THE WEST CONCRETE
 MA0644'HEADWALL FOR TWO 18-INCH CORRUGATED METAL CULVERTS, AT THE EAST
 MA0644'END OF A JUNK YARD, 115 FEET SOUTH OF CONCRETE TELEPHONE BOOTH
 MA0644'NUMBER 524205, 7 FEET SOUTH OF A METAL WITNESS POST, AND ABOUT
 MA0644'2 1/2 FEET BELOW THE LEVEL OF THE TRACKS.
 MA0644
 MA0644                          STATION RECOVERY (2004)
 MA0644
 MA0644'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0644'RECOVERED IN GOOD CONDITION.
 MA0644
 MA0644                          STATION RECOVERY (2004)
 MA0644
 MA0644'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (CVB)
 MA0644'HANDHELD GPS READING AT MARK
 MA0644'N 41 56.883 W 078 38.757
 MA0644
 MA0644                          STATION RECOVERY (2006)
 MA0644
 MA0644'RECOVERY NOTE BY US POWER SQUADRON 2006 (SG)
 MA0644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0650 ***********************************************************************
 MA0650  DESIGNATION -  G 337
 MA0650  PID         -  MA0650
 MA0650  STATE/COUNTY-  PA/MCKEAN
 MA0650  USGS QUAD   -  BRADFORD (1983)
 MA0650
 MA0650                         *CURRENT SURVEY CONTROL
 MA0650  ___________________________________________________________________
 MA0650* NAD 83(1986)-  41 56 45.     (N)    078 40 13.     (W)     SCALED    
 MA0650* NAVD 88     -       448.054  (meters)    1469.99   (feet)  ADJUSTED  
 MA0650  ___________________________________________________________________
 MA0650  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 MA0650  DYNAMIC HT  -         447.872 (meters)    1469.39  (feet)  COMP
 MA0650  MODELED GRAV-     980,202.1   (mgal)                       NAVD 88
 MA0650
 MA0650  VERT ORDER  -  FIRST     CLASS I
 MA0650
 MA0650.The horizontal coordinates were scaled from a topographic map and have
 MA0650.an estimated accuracy of +/- 6 seconds.
 MA0650
 MA0650.The orthometric height was determined by differential leveling
 MA0650.and adjusted by the National Geodetic Survey in June 1991..
 MA0650
 MA0650.The geoid height was determined by GEOID03.
 MA0650
 MA0650.The dynamic height is computed by dividing the NAVD 88
 MA0650.geopotential number by the normal gravity value computed on the
 MA0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0650.degrees latitude (g = 980.6199 gals.).
 MA0650
 MA0650.The modeled gravity was interpolated from observed gravity values.
 MA0650
 MA0650;                    North         East    Units  Estimated Accuracy
 MA0650;SPC PA N     -   197,990.      523,690.      MT  (+/- 180 meters Scaled)
 MA0650
 MA0650                          SUPERSEDED SURVEY CONTROL
 MA0650
 MA0650  NGVD 29 (??/??/92)  448.197  (m)         1470.46   (f) ADJ UNCH    1 1
 MA0650
 MA0650.Superseded values are not recommended for survey control.
 MA0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0650.See file dsdata.txt to determine how the superseded data were derived.
 MA0650
 MA0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG931463(NAD 83)
 MA0650_MARKER: DB = BENCH MARK DISK
 MA0650_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0650_SP_SET: HANGER FOUNDATION
 MA0650_STAMPING: G 337 1966
 MA0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0650
 MA0650  HISTORY     - Date     Condition        Report By
 MA0650  HISTORY     - 1966     MONUMENTED       CGS
 MA0650  HISTORY     - 1967     GOOD             NGS
 MA0650  HISTORY     - 1981     GOOD             NGS
 MA0650  HISTORY     - 20020123 MARK NOT FOUND   NGS
 MA0650
 MA0650                          STATION DESCRIPTION
 MA0650
 MA0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0650'2.2 MI W FROM BRADFORD.
 MA0650'ABOUT 2.2 MILES WEST ALONG STATE HIGHWAY 346 FROM THE BALTIMORE
 MA0650'AND OHIO RAILROAD STATION AT BRADFORD, THENCE 0.1 MILE SOUTHEAST
 MA0650'ALONG DOROTHY LANE ROAD, AT THE HARRI-EMERY AIRPORT, 210 FEET
 MA0650'SOUTHWEST OF THE CENTER LINE OF DOROTHY LANE ROAD, SET IN THE TOP
 MA0650'OF THE CONCRETE FOUNDATION OF THE SOUTHEAST HANGAR, AT THE
 MA0650'SOUTHWEST EDGE OF THE CONCRETE APRON IN FRONT OF THE HANGAR, 2.0
 MA0650'FEET NORTHWEST OF THE WEST CORNER OF THE HANGAR, AND ABOUT 6
 MA0650'INCHES BELOW THE LEVEL OF THE APRON.
 MA0650
 MA0650                          STATION RECOVERY (1981)
 MA0650
 MA0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MA0650'LOCATED 1.9 KM (2.2 MI) WEST ALONG STATE HIGHWAY 346 FROM ITS
 MA0650'JUNCTION WITH U.S. HIGHWAY 219 IN BRADFORD, THENCE 0.15 KM (0.1 MI)
 MA0650'SOUTHEAST ON DOROTHY LANE TO THE ENTRANCE TO THE UNIVERSITY OF
 MA0650'PITTSBURG ON THE RIGHT. THE BENCH MARK IS 74.9 METERS (246 FT) EAST
 MA0650'OF A FLAGPOLE, 62.8 METERS (206 FT) SOUTHWEST OF DOROTHY LANE, 45.1
 MA0650'METERS (14, FT) SOUTHEAST OF THE CENTER OF THE ROAD LEADING TO THE
 MA0650'COLLEGE AND 43.0 METERS (141.2 FT) WEST OF THE SOUTHWEST CORNER OF
 MA0650'THE ROMAN VILLA INN.
 MA0650
 MA0650                          STATION RECOVERY (2002)
 MA0650
 MA0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 MA0650'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0388 ***********************************************************************
 MA0388  DESIGNATION -  G 338
 MA0388  PID         -  MA0388
 MA0388  STATE/COUNTY-  PA/JEFFERSON
 MA0388  USGS QUAD   -  CARMAN (1994)
 MA0388
 MA0388                         *CURRENT SURVEY CONTROL
 MA0388  ___________________________________________________________________
 MA0388* NAD 83(1986)-  41 17 22.     (N)    078 50 13.     (W)     SCALED    
 MA0388* NAVD 88     -       443.803  (meters)    1456.04   (feet)  ADJUSTED  
 MA0388  ___________________________________________________________________
 MA0388  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 MA0388  DYNAMIC HT  -         443.602 (meters)    1455.38  (feet)  COMP
 MA0388  MODELED GRAV-     980,158.7   (mgal)                       NAVD 88
 MA0388
 MA0388  VERT ORDER  -  FIRST     CLASS I
 MA0388
 MA0388.The horizontal coordinates were scaled from a topographic map and have
 MA0388.an estimated accuracy of +/- 6 seconds.
 MA0388
 MA0388.The orthometric height was determined by differential leveling
 MA0388.and adjusted by the National Geodetic Survey in June 1991..
 MA0388
 MA0388.The geoid height was determined by GEOID03.
 MA0388
 MA0388.The dynamic height is computed by dividing the NAVD 88
 MA0388.geopotential number by the normal gravity value computed on the
 MA0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0388.degrees latitude (g = 980.6199 gals.).
 MA0388
 MA0388.The modeled gravity was interpolated from observed gravity values.
 MA0388
 MA0388;                    North         East    Units  Estimated Accuracy
 MA0388;SPC PA N     -   125,260.      508,960.      MT  (+/- 180 meters Scaled)
 MA0388
 MA0388                          SUPERSEDED SURVEY CONTROL
 MA0388
 MA0388  NGVD 29 (??/??/92)  443.957  (m)         1456.55   (f) ADJ UNCH    1 1
 MA0388
 MA0388.Superseded values are not recommended for survey control.
 MA0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0388.See file dsdata.txt to determine how the superseded data were derived.
 MA0388
 MA0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF811731(NAD 83)
 MA0388_MARKER: DB = BENCH MARK DISK
 MA0388_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0388_SP_SET: SEMAPHORE FOUNDATION
 MA0388_STAMPING: G 338 1966
 MA0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0388
 MA0388  HISTORY     - Date     Condition        Report By
 MA0388  HISTORY     - 1966     MONUMENTED       CGS
 MA0388  HISTORY     - 1967     GOOD             NGS
 MA0388
 MA0388                          STATION DESCRIPTION
 MA0388
 MA0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0388'3.6 MI NW FROM BROCKWAY.
 MA0388'ABOUT 3.55 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0388'FROM THE STATION AT BROCKWAY, 1 1/2 TELEPHONE POLES NORTH OF
 MA0388'MILEPOST 190, 7 FEET WEST OF THE WEST RAIL OF THE WEST SET OF
 MA0388'TRACKS, SET IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE
 MA0388'FOUNDATION FOR SEMAPHORE 189.9, ABOUT 1/2 FOOT ABOVE THE LEVEL
 MA0388'OF THE TRACKS, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0419 ***********************************************************************
 MA0419  DESIGNATION -  G 339
 MA0419  PID         -  MA0419
 MA0419  STATE/COUNTY-  PA/ELK
 MA0419  USGS QUAD   -  PORTLAND MILLS (1969)
 MA0419
 MA0419                         *CURRENT SURVEY CONTROL
 MA0419  ___________________________________________________________________
 MA0419* NAD 83(1986)-  41 26 31.     (N)    078 46 02.     (W)     SCALED    
 MA0419* NAVD 88     -       512.241  (meters)    1680.58   (feet)  ADJUSTED  
 MA0419  ___________________________________________________________________
 MA0419  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 MA0419  DYNAMIC HT  -         512.016 (meters)    1679.84  (feet)  COMP
 MA0419  MODELED GRAV-     980,168.5   (mgal)                       NAVD 88
 MA0419
 MA0419  VERT ORDER  -  FIRST     CLASS I
 MA0419
 MA0419.The horizontal coordinates were scaled from a topographic map and have
 MA0419.an estimated accuracy of +/- 6 seconds.
 MA0419
 MA0419.The orthometric height was determined by differential leveling
 MA0419.and adjusted by the National Geodetic Survey in June 1991..
 MA0419
 MA0419.The geoid height was determined by GEOID03.
 MA0419
 MA0419.The dynamic height is computed by dividing the NAVD 88
 MA0419.geopotential number by the normal gravity value computed on the
 MA0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0419.degrees latitude (g = 980.6199 gals.).
 MA0419
 MA0419.The modeled gravity was interpolated from observed gravity values.
 MA0419
 MA0419;                    North         East    Units  Estimated Accuracy
 MA0419;SPC PA N     -   142,120.      515,000.      MT  (+/- 180 meters Scaled)
 MA0419
 MA0419                          SUPERSEDED SURVEY CONTROL
 MA0419
 MA0419  NGVD 29 (??/??/92)  512.399  (m)         1681.10   (f) ADJ UNCH    1 1
 MA0419
 MA0419.Superseded values are not recommended for survey control.
 MA0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0419.See file dsdata.txt to determine how the superseded data were derived.
 MA0419
 MA0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF865902(NAD 83)
 MA0419_MARKER: DB = BENCH MARK DISK
 MA0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0419_STAMPING: G 339 1966
 MA0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0419+STABILITY: SURFACE MOTION
 MA0419
 MA0419  HISTORY     - Date     Condition        Report By
 MA0419  HISTORY     - 1966     MONUMENTED       CGS
 MA0419  HISTORY     - 1967     GOOD             NGS
 MA0419  HISTORY     - 20050414 GOOD             USPSQD
 MA0419
 MA0419                          STATION DESCRIPTION
 MA0419
 MA0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0419'2.6 MI NW FROM RIDGWAY.
 MA0419'ABOUT 0.1 MILE NORTHWEST ALONG SOUTH MILL AVENUE FROM THE POST
 MA0419'OFFICE AT RIDGWAY, THENCE 0.9 MILE WEST ALONG WEST MAIN STREET,
 MA0419'THENCE 1.6 MILES NORTHWEST ALONG COUNTY ROAD 24015, 54 FEET WEST
 MA0419'OF THE CENTER LINE OF THE ROAD, 22 FEET SOUTH OF THE CENTER LINE
 MA0419'OF THE DRIVEWAY TO THE NATIONAL GUARD TRUCK YARD, 8 FEET SOUTH OF
 MA0419'THE NORTHEAST CORNER OF A METAL FENCE, 1.4 FEET EAST OF THE
 MA0419'FENCE, ABOUT 1.0 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN
 MA0419'THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
 MA0419
 MA0419                          STATION RECOVERY (2005)
 MA0419
 MA0419'RECOVERY NOTE BY US POWER SQUADRON 2005 (SL)
 MA0419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0691 ***********************************************************************
 LZ0691  DESIGNATION -  G 34
 LZ0691  PID         -  LZ0691
 LZ0691  STATE/COUNTY-  PA/TIOGA
 LZ0691  USGS QUAD   -  KNOXVILLE (1969)
 LZ0691
 LZ0691                         *CURRENT SURVEY CONTROL
 LZ0691  ___________________________________________________________________
 LZ0691* NAD 83(1986)-  41 57 02.     (N)    077 27 43.     (W)     SCALED    
 LZ0691* NAVD 88     -       383.707  (meters)    1258.88   (feet)  ADJUSTED  
 LZ0691  ___________________________________________________________________
 LZ0691  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 LZ0691  DYNAMIC HT  -         383.556 (meters)    1258.38  (feet)  COMP
 LZ0691  MODELED GRAV-     980,218.5   (mgal)                       NAVD 88
 LZ0691
 LZ0691  VERT ORDER  -  SECOND    CLASS 0
 LZ0691
 LZ0691.The horizontal coordinates were scaled from a topographic map and have
 LZ0691.an estimated accuracy of +/- 6 seconds.
 LZ0691
 LZ0691.The orthometric height was determined by differential leveling
 LZ0691.and adjusted by the National Geodetic Survey in June 1991..
 LZ0691
 LZ0691.The geoid height was determined by GEOID03.
 LZ0691
 LZ0691.The dynamic height is computed by dividing the NAVD 88
 LZ0691.geopotential number by the normal gravity value computed on the
 LZ0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0691.degrees latitude (g = 980.6199 gals.).
 LZ0691
 LZ0691.The modeled gravity was interpolated from observed gravity values.
 LZ0691
 LZ0691;                    North         East    Units  Estimated Accuracy
 LZ0691;SPC PA N     -   198,150.      623,880.      MT  (+/- 180 meters Scaled)
 LZ0691
 LZ0691                          SUPERSEDED SURVEY CONTROL
 LZ0691
 LZ0691  NGVD 29 (??/??/92)  383.847  (m)         1259.34   (f) ADJ UNCH    2 0
 LZ0691
 LZ0691.Superseded values are not recommended for survey control.
 LZ0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0691.See file dsdata.txt to determine how the superseded data were derived.
 LZ0691
 LZ0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM959472(NAD 83)
 LZ0691_MARKER: DB = BENCH MARK DISK
 LZ0691_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0691_SP_SET: ABUTMENT
 LZ0691_STAMPING: G 34 1934
 LZ0691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0691
 LZ0691  HISTORY     - Date     Condition        Report By
 LZ0691  HISTORY     - 1934     MONUMENTED       CGS
 LZ0691
 LZ0691                          STATION DESCRIPTION
 LZ0691
 LZ0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0691'4.9 MI NE FROM WESTFIELD.
 LZ0691'ABOUT 4.9 MILES NORTHEAST ALONG THE NEW YORK CENTRAL RAILROAD
 LZ0691'FROM WESTFIELD, TIOGA COUNTY, ABOUT 1,360 FEET SOUTHWEST OF
 LZ0691'MILEPOST C 19, AT A 240-FOOT 4-SPAN STEEL BRIDGE, IN THE TOP OF
 LZ0691'THE NORTH SIDE OF THE EAST ABUTMENT, 7 FEET NORTH OF THE NORTH
 LZ0691'RAIL, AND 3.5 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 LZ0691'DISK, STAMPED G 34 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0990 ***********************************************************************
 KX0990  DESIGNATION -  G 341
 KX0990  PID         -  KX0990
 KX0990  STATE/COUNTY-  PA/WESTMORELAND
 KX0990  USGS QUAD   -  BOLIVAR (1993)
 KX0990
 KX0990                         *CURRENT SURVEY CONTROL
 KX0990  ___________________________________________________________________
 KX0990* NAD 83(1986)-  40 25 05.     (N)    079 13 28.     (W)     SCALED    
 KX0990* NAVD 88     -       338.916  (meters)    1111.93   (feet)  ADJUSTED  
 KX0990  ___________________________________________________________________
 KX0990  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KX0990  DYNAMIC HT  -         338.738 (meters)    1111.34  (feet)  COMP
 KX0990  MODELED GRAV-     980,092.1   (mgal)                       NAVD 88
 KX0990
 KX0990  VERT ORDER  -  FIRST     CLASS I
 KX0990
 KX0990.The horizontal coordinates were scaled from a topographic map and have
 KX0990.an estimated accuracy of +/- 6 seconds.
 KX0990
 KX0990.The orthometric height was determined by differential leveling
 KX0990.and adjusted by the National Geodetic Survey in June 1991..
 KX0990
 KX0990.The geoid height was determined by GEOID03.
 KX0990
 KX0990.The dynamic height is computed by dividing the NAVD 88
 KX0990.geopotential number by the normal gravity value computed on the
 KX0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0990.degrees latitude (g = 980.6199 gals.).
 KX0990
 KX0990.The modeled gravity was interpolated from observed gravity values.
 KX0990
 KX0990;                    North         East    Units  Estimated Accuracy
 KX0990;SPC PA S     -   121,490.      474,870.      MT  (+/- 180 meters Scaled)
 KX0990
 KX0990                          SUPERSEDED SURVEY CONTROL
 KX0990
 KX0990  NGVD 29 (??/??/92)  339.086  (m)         1112.48   (f) ADJ UNCH    1 1
 KX0990
 KX0990.Superseded values are not recommended for survey control.
 KX0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0990.See file dsdata.txt to determine how the superseded data were derived.
 KX0990
 KX0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE506756(NAD 83)
 KX0990_MARKER: DB = BENCH MARK DISK
 KX0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0990_STAMPING: G 341 1966
 KX0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0990+STABILITY: SURFACE MOTION
 KX0990
 KX0990  HISTORY     - Date     Condition        Report By
 KX0990  HISTORY     - 1966     MONUMENTED       CGS
 KX0990
 KX0990                          STATION DESCRIPTION
 KX0990
 KX0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0990'AT TORRANCE.
 KX0990'0.1 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM A BLACKTOP
 KX0990'ROAD OVERPASS OVER THE TRACK, 40 FEET WEST OF MILEPOST 300, 24.6
 KX0990'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST ONE OF
 KX0990'THREE TRACKS, 26 FEET SOUTH OF A FORKED 12-INCH LOCUST TREE, 25
 KX0990'FEET SOUTHEAST OF THE CENTER LINE OF A GRAVELED ROAD THAT PARALLELS
 KX0990'THE NORTH SIDE OF TRACK, 1.6 FEET NORTHEAST OF A METAL WITNESS
 KX0990'POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN
 KX0990'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1218 ***********************************************************************
 KX1218  DESIGNATION -  G 342
 KX1218  PID         -  KX1218
 KX1218  STATE/COUNTY-  PA/WESTMORELAND
 KX1218  USGS QUAD   -  IRWIN (1979)
 KX1218
 KX1218                         *CURRENT SURVEY CONTROL
 KX1218  ___________________________________________________________________
 KX1218* NAD 83(1986)-  40 19 58.     (N)    079 39 53.     (W)     SCALED    
 KX1218* NAVD 88     -       290.454  (meters)     952.93   (feet)  ADJUSTED  
 KX1218  ___________________________________________________________________
 KX1218  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KX1218  DYNAMIC HT  -         290.301 (meters)     952.43  (feet)  COMP
 KX1218  MODELED GRAV-     980,089.0   (mgal)                       NAVD 88
 KX1218
 KX1218  VERT ORDER  -  FIRST     CLASS I
 KX1218
 KX1218.The horizontal coordinates were scaled from a topographic map and have
 KX1218.an estimated accuracy of +/- 6 seconds.
 KX1218
 KX1218.The orthometric height was determined by differential leveling
 KX1218.and adjusted by the National Geodetic Survey in June 1991..
 KX1218
 KX1218.The geoid height was determined by GEOID03.
 KX1218
 KX1218.The dynamic height is computed by dividing the NAVD 88
 KX1218.geopotential number by the normal gravity value computed on the
 KX1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1218.degrees latitude (g = 980.6199 gals.).
 KX1218
 KX1218.The modeled gravity was interpolated from observed gravity values.
 KX1218
 KX1218;                    North         East    Units  Estimated Accuracy
 KX1218;SPC PA S     -   112,740.      437,310.      MT  (+/- 180 meters Scaled)
 KX1218
 KX1218                          SUPERSEDED SURVEY CONTROL
 KX1218
 KX1218  NGVD 29 (??/??/92)  290.624  (m)          953.49   (f) ADJ UNCH    1 1
 KX1218
 KX1218.Superseded values are not recommended for survey control.
 KX1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1218.See file dsdata.txt to determine how the superseded data were derived.
 KX1218
 KX1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE134655(NAD 83)
 KX1218_MARKER: DB = BENCH MARK DISK
 KX1218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1218_SP_SET: BRIDGE HEADWALL
 KX1218_STAMPING: G 342 1966
 KX1218_MARK LOGO: CGS   
 KX1218_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX1218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KX1218+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1997
 KX1218
 KX1218  HISTORY     - Date     Condition        Report By
 KX1218  HISTORY     - 1967     MONUMENTED       CGS
 KX1218  HISTORY     - 1972     GOOD             PADT
 KX1218  HISTORY     - 19970224 GOOD             NEILAN
 KX1218
 KX1218                          STATION DESCRIPTION
 KX1218
 KX1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX1218'2.8 MI W FROM JEANNETTE.
 KX1218'ABOUT 2.8 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1218'STATION AT JEANNETTE, ABOUT 0.25 MILE EAST OF THE MANOR NATIONAL
 KX1218'BANK AT MANOR, ABOUT 0.1 MILE WEST OF MILEPOST NO. 329, SET IN
 KX1218'THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL TO A 45
 KX1218'FOOT STONE BRIDGE OVER BRUSH CREEK, 9.9 FEET SOUTH OF THE SOUTH
 KX1218'RAIL OF THE SOUTH ONE OF 4 TRACKS, 4.2 FEET WEST OF THE EAST
 KX1218'END OF THE HEADWALL AND 2 1/2 FEET BELOW THE LEVEL OF TRACK.
 KX1218
 KX1218                          STATION RECOVERY (1972)
 KX1218
 KX1218'RECOVERY NOTE BY PA DEPT OF TRANSP 1972
 KX1218'RECOVERED IN GOOD CONDITION.
 KX1218
 KX1218                          STATION RECOVERY (1997)
 KX1218
 KX1218'RECOVERY NOTE BY THE NEILAN ENGINEERS INCORPORATED 1997 (TEK)
 KX1218'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1272 ***********************************************************************
 KX1272  DESIGNATION -  G 343
 KX1272  PID         -  KX1272
 KX1272  STATE/COUNTY-  PA/ALLEGHENY
 KX1272  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1272
 KX1272                         *CURRENT SURVEY CONTROL
 KX1272  ___________________________________________________________________
 KX1272* NAD 83(1986)-  40 26 11.     (N)    079 59 56.     (W)     SCALED    
 KX1272* NAVD 88     -       227.745  (meters)     747.19   (feet)  ADJUSTED  
 KX1272  ___________________________________________________________________
 KX1272  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KX1272  DYNAMIC HT  -         227.627 (meters)     746.81  (feet)  COMP
 KX1272  MODELED GRAV-     980,102.3   (mgal)                       NAVD 88
 KX1272
 KX1272  VERT ORDER  -  FIRST     CLASS I
 KX1272
 KX1272.The horizontal coordinates were scaled from a topographic map and have
 KX1272.an estimated accuracy of +/- 6 seconds.
 KX1272
 KX1272.The orthometric height was determined by differential leveling
 KX1272.and adjusted by the National Geodetic Survey in June 1991..
 KX1272
 KX1272.The geoid height was determined by GEOID03.
 KX1272
 KX1272.The dynamic height is computed by dividing the NAVD 88
 KX1272.geopotential number by the normal gravity value computed on the
 KX1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1272.degrees latitude (g = 980.6199 gals.).
 KX1272
 KX1272.The modeled gravity was interpolated from observed gravity values.
 KX1272
 KX1272;                    North         East    Units  Estimated Accuracy
 KX1272;SPC PA S     -   124,910.      409,220.      MT  (+/- 180 meters Scaled)
 KX1272
 KX1272                          SUPERSEDED SURVEY CONTROL
 KX1272
 KX1272  NGVD 29 (??/??/92)  227.905  (m)          747.72   (f) ADJ UNCH    1 1
 KX1272
 KX1272.Superseded values are not recommended for survey control.
 KX1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1272.See file dsdata.txt to determine how the superseded data were derived.
 KX1272
 KX1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE849766(NAD 83)
 KX1272_MARKER: DB = BENCH MARK DISK
 KX1272_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1272_SP_SET: PIER
 KX1272_STAMPING: G 343 1966
 KX1272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1272_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KX1272+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2003
 KX1272
 KX1272  HISTORY     - Date     Condition        Report By
 KX1272  HISTORY     - 1966     MONUMENTED       CGS
 KX1272  HISTORY     - 20030403 GOOD             USE
 KX1272  HISTORY     - 20040520 MARK NOT FOUND   USPSQD
 KX1272
 KX1272                          STATION DESCRIPTION
 KX1272
 KX1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX1272'AT PITTSBURGH.
 KX1272'AT PITTSBURGH, ABOUT 75 YARDS NORTHWEST AND ACROSS GRANT STREET
 KX1272'FROM THE WEST CORNER OF THE BALTIMORE AND OHIO RAILROAD
 KX1272'STATION, AT THE JUNCTION OF GRANT STREET AND FORT PITT BLVD,
 KX1272'SET VERTICALY IN THE NORTH FACE OF THE FIRST PIER SOUTHWEST
 KX1272'OF FORT PITT BLVD THE WEST BOUND LANE UNDER GRANT STREET
 KX1272'ENTRANCE (EAST BOUND) RAMP TO INTERSTATE HIGHWAY 76, 46 FEET
 KX1272'NORTHWEST OF THE NORTHWEST CURB LINE OF GRANT STREET, 8 FEET
 KX1272'SOUTHWEST OF THE SOUTHWEST CURB LINE OF THE WEST BOUND LANE
 KX1272'OF FORT PITT BLVD, 2 FEET ABOVE THE GROUND AND 2 FEET ABOVE
 KX1272'STREETS.
 KX1272
 KX1272                          STATION RECOVERY (2003)
 KX1272
 KX1272'RECOVERY NOTE BY US ENGINEERS 2003 (WES)
 KX1272'RECOVERED AS DESCRIBED
 KX1272
 KX1272                          STATION RECOVERY (2004)
 KX1272
 KX1272'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 KX1272'MARK NOT FOUND. USPSQD JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0038 ***********************************************************************
 KX0038  DESIGNATION -  G 344
 KX0038  PID         -  KX0038
 KX0038  STATE/COUNTY-  PA/BLAIR
 KX0038  USGS QUAD   -  TIPTON (1988)
 KX0038
 KX0038                         *CURRENT SURVEY CONTROL
 KX0038  ___________________________________________________________________
 KX0038* NAD 83(1986)-  40 38 04.     (N)    078 17 58.     (W)     SCALED    
 KX0038* NAVD 88     -       306.245  (meters)    1004.74   (feet)  ADJUSTED  
 KX0038  ___________________________________________________________________
 KX0038  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KX0038  DYNAMIC HT  -         306.087 (meters)    1004.22  (feet)  COMP
 KX0038  MODELED GRAV-     980,099.4   (mgal)                       NAVD 88
 KX0038
 KX0038  VERT ORDER  -  FIRST     CLASS I
 KX0038
 KX0038.The horizontal coordinates were scaled from a topographic map and have
 KX0038.an estimated accuracy of +/- 6 seconds.
 KX0038
 KX0038.The orthometric height was determined by differential leveling
 KX0038.and adjusted by the National Geodetic Survey in June 1991..
 KX0038
 KX0038.The geoid height was determined by GEOID03.
 KX0038
 KX0038.The dynamic height is computed by dividing the NAVD 88
 KX0038.geopotential number by the normal gravity value computed on the
 KX0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0038.degrees latitude (g = 980.6199 gals.).
 KX0038
 KX0038.The modeled gravity was interpolated from observed gravity values.
 KX0038
 KX0038;                    North         East    Units  Estimated Accuracy
 KX0038;SPC PA S     -   144,620.      553,520.      MT  (+/- 180 meters Scaled)
 KX0038
 KX0038                          SUPERSEDED SURVEY CONTROL
 KX0038
 KX0038  NGVD 29 (??/??/92)  306.411  (m)         1005.28   (f) ADJ UNCH    1 1
 KX0038
 KX0038.Superseded values are not recommended for survey control.
 KX0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0038.See file dsdata.txt to determine how the superseded data were derived.
 KX0038
 KX0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF283016(NAD 83)
 KX0038_MARKER: DD = SURVEY DISK
 KX0038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0038_SP_SET: ABUTMENT
 KX0038_STAMPING: G 344
 KX0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0038
 KX0038  HISTORY     - Date     Condition        Report By
 KX0038  HISTORY     - UNK      MONUMENTED       PADT
 KX0038  HISTORY     - 1966     GOOD             NGS
 KX0038
 KX0038                          STATION DESCRIPTION
 KX0038
 KX0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0038'4 MI SW FROM TYRONE.
 KX0038'ABOUT 4.05 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD
 KX0038'FROM THE STATION AT TYRONE, AT TIPTON, 133 YARDS SOUTHWEST OF
 KX0038'MILEPOST 226, SET ON THE TOP OF THE SOUTH END OF THE WEST
 KX0038'CONCRETE ABUTMENT OF A 60-FOOT BRIDGE OVER TIPTON RUN, 144 FEET
 KX0038'NORTHWEST OF THE NORTHWEST RAIL, 17 FEET SOUTH OF THE CENTER
 KX0038'LINE OF A BLACK TOPPED ROAD, 3 FEET ABOVE THE LEVEL OF THE
 KX0038'TRACK AND 1.0 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0073 ***********************************************************************
 KX0073  DESIGNATION -  G 345
 KX0073  PID         -  KX0073
 KX0073  STATE/COUNTY-  PA/BLAIR
 KX0073  USGS QUAD   -  ALTOONA (1993)
 KX0073
 KX0073                         *CURRENT SURVEY CONTROL
 KX0073  ___________________________________________________________________
 KX0073* NAD 83(1986)-  40 30 19.     (N)    078 25 04.     (W)     SCALED    
 KX0073* NAVD 88     -       374.955  (meters)    1230.16   (feet)  ADJUSTED  
 KX0073  ___________________________________________________________________
 KX0073  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KX0073  DYNAMIC HT  -         374.756 (meters)    1229.51  (feet)  COMP
 KX0073  MODELED GRAV-     980,083.6   (mgal)                       NAVD 88
 KX0073
 KX0073  VERT ORDER  -  FIRST     CLASS I
 KX0073
 KX0073.The horizontal coordinates were scaled from a topographic map and have
 KX0073.an estimated accuracy of +/- 6 seconds.
 KX0073
 KX0073.The orthometric height was determined by differential leveling
 KX0073.and adjusted by the National Geodetic Survey in June 1991..
 KX0073
 KX0073.The geoid height was determined by GEOID03.
 KX0073
 KX0073.The dynamic height is computed by dividing the NAVD 88
 KX0073.geopotential number by the normal gravity value computed on the
 KX0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0073.degrees latitude (g = 980.6199 gals.).
 KX0073
 KX0073.The modeled gravity was interpolated from observed gravity values.
 KX0073
 KX0073;                    North         East    Units  Estimated Accuracy
 KX0073;SPC PA S     -   130,340.      543,400.      MT  (+/- 180 meters Scaled)
 KX0073
 KX0073                          SUPERSEDED SURVEY CONTROL
 KX0073
 KX0073  NGVD 29 (??/??/92)  375.110  (m)         1230.67   (f) ADJ UNCH    1 1
 KX0073
 KX0073.Superseded values are not recommended for survey control.
 KX0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0073.See file dsdata.txt to determine how the superseded data were derived.
 KX0073
 KX0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE187870(NAD 83)
 KX0073_MARKER: DB = BENCH MARK DISK
 KX0073_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KX0073_SP_SET: 7 FEET
 KX0073_STAMPING: G 345 1966
 KX0073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0073
 KX0073  HISTORY     - Date     Condition        Report By
 KX0073  HISTORY     - 1966     MONUMENTED       CGS
 KX0073
 KX0073                          STATION DESCRIPTION
 KX0073
 KX0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0073'1 MI SW FROM ALTOONA.
 KX0073'ABOUT 1.05 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX0073'THE STATION AT ALTOONA, BETWEEN THE EXTENDED CENTER LINE OF 26
 KX0073'AND 27TH STREETS, 0.45 MILE SOUTHWEST OF MILEPOST 237, 0.2 MILE
 KX0073'SOUTHWEST OF THE 24 1/2 STREET OVERPASS, 170 FEET SOUTH OF THE
 KX0073'SOUTH CORNER OF THE SIGNAL BRIDGE, 67.5 FEET SOUTHEAST OF THE
 KX0073'SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 1.5 FEET NORTHEAST OF
 KX0073'A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE TRACK AND IS
 KX0073'A DISK ON THE TOP OF A COPPER COATED STEEL ROD WHICH PROJECTS 3
 KX0073'INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 6 INCH
 KX0073'IRON PIPE WHICH PROJECTS 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 KX0073'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 7 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0468 ***********************************************************************
 KX0468  DESIGNATION -  G 346
 KX0468  PID         -  KX0468
 KX0468  STATE/COUNTY-  PA/CAMBRIA
 KX0468  USGS QUAD   -  JOHNSTOWN (1981)
 KX0468
 KX0468                         *CURRENT SURVEY CONTROL
 KX0468  ___________________________________________________________________
 KX0468* NAD 83(1986)-  40 20 25.     (N)    078 53 33.     (W)     SCALED    
 KX0468* NAVD 88     -       369.522  (meters)    1212.34   (feet)  ADJUSTED  
 KX0468  ___________________________________________________________________
 KX0468  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KX0468  DYNAMIC HT  -         369.323 (meters)    1211.69  (feet)  COMP
 KX0468  MODELED GRAV-     980,077.0   (mgal)                       NAVD 88
 KX0468
 KX0468  VERT ORDER  -  FIRST     CLASS I
 KX0468
 KX0468.The horizontal coordinates were scaled from a topographic map and have
 KX0468.an estimated accuracy of +/- 6 seconds.
 KX0468
 KX0468.The orthometric height was determined by differential leveling
 KX0468.and adjusted by the National Geodetic Survey in June 1991..
 KX0468
 KX0468.The geoid height was determined by GEOID03.
 KX0468
 KX0468.The dynamic height is computed by dividing the NAVD 88
 KX0468.geopotential number by the normal gravity value computed on the
 KX0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0468.degrees latitude (g = 980.6199 gals.).
 KX0468
 KX0468.The modeled gravity was interpolated from observed gravity values.
 KX0468
 KX0468;                    North         East    Units  Estimated Accuracy
 KX0468;SPC PA S     -   112,430.      502,930.      MT  (+/- 180 meters Scaled)
 KX0468
 KX0468                          SUPERSEDED SURVEY CONTROL
 KX0468
 KX0468  NGVD 29 (??/??/92)  369.689  (m)         1212.89   (f) ADJ UNCH    1 1
 KX0468
 KX0468.Superseded values are not recommended for survey control.
 KX0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0468.See file dsdata.txt to determine how the superseded data were derived.
 KX0468
 KX0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE790676(NAD 83)
 KX0468_MARKER: DB = BENCH MARK DISK
 KX0468_SETTING: 66 = SET IN ROCK OUTCROP
 KX0468_SP_SET: ROCK CUT
 KX0468_STAMPING: G 346 1966
 KX0468_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX0468+STABILITY: POSITION/ELEVATION WELL
 KX0468
 KX0468  HISTORY     - Date     Condition        Report By
 KX0468  HISTORY     - 1966     MONUMENTED       CGS
 KX0468
 KX0468                          STATION DESCRIPTION
 KX0468
 KX0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0468'1.8 MI NE FROM JOHNSTOWN.
 KX0468'ABOUT 1.85 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD
 KX0468'FROM THE STATION AT JOHNSTOWN, 0.45 MILE SOUTHWEST OF THE STATE
 KX0468'HIGHWAY 271 OVERPASS, 0.25 MILE SOUTHWEST OF MILEPOST 273, SET
 KX0468'VERTICALLY IN THE SOUTHEAST FACE OF A ROCK CUT, 31.2 FEET NORTHWEST
 KX0468'OF AND ACROSS ONE TRACK FROM THE NORTHWEST RAIL OF THE NORTHWEST
 KX0468'MAIN TRACK, 306 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF TOWER
 KX0468'NO. C, 20 FEET SOUTHWEST OF THE NORTHEAST END OF THE CUT, 10.4
 KX0468'FEET NORTHWEST OF THE NORTHWEST RAIL OF A TRACK LEADING SOUTHWEST
 KX0468'TO SCALES, 2 FEET ABOVE THE LEVEL OF THE GROUND AND 1/2 FOOT
 KX0468'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0042 ***********************************************************************
 KY0042  DESIGNATION -  G 347
 KY0042  PID         -  KY0042
 KY0042  STATE/COUNTY-  PA/BEAVER
 KY0042  USGS QUAD   -  BEAVER (1979)
 KY0042
 KY0042                         *CURRENT SURVEY CONTROL
 KY0042  ___________________________________________________________________
 KY0042* NAD 83(1986)-  40 42 06.     (N)    080 17 25.     (W)     SCALED    
 KY0042* NAVD 88     -       216.711  (meters)     710.99   (feet)  ADJUSTED  
 KY0042  ___________________________________________________________________
 KY0042  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 KY0042  DYNAMIC HT  -         216.601 (meters)     710.63  (feet)  COMP
 KY0042  MODELED GRAV-     980,116.3   (mgal)                       NAVD 88
 KY0042
 KY0042  VERT ORDER  -  FIRST     CLASS I
 KY0042
 KY0042.The horizontal coordinates were scaled from a topographic map and have
 KY0042.an estimated accuracy of +/- 6 seconds.
 KY0042
 KY0042.The orthometric height was determined by differential leveling
 KY0042.and adjusted by the National Geodetic Survey in June 1991..
 KY0042
 KY0042.The geoid height was determined by GEOID03.
 KY0042
 KY0042.The dynamic height is computed by dividing the NAVD 88
 KY0042.geopotential number by the normal gravity value computed on the
 KY0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0042.degrees latitude (g = 980.6199 gals.).
 KY0042
 KY0042.The modeled gravity was interpolated from observed gravity values.
 KY0042
 KY0042;                    North         East    Units  Estimated Accuracy
 KY0042;SPC PA S     -   155,020.      385,350.      MT  (+/- 180 meters Scaled)
 KY0042
 KY0042                          SUPERSEDED SURVEY CONTROL
 KY0042
 KY0042  NGVD 29 (??/??/92)  216.832  (m)          711.39   (f) ADJ UNCH    1 1
 KY0042
 KY0042.Superseded values are not recommended for survey control.
 KY0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0042.See file dsdata.txt to determine how the superseded data were derived.
 KY0042
 KY0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF599058(NAD 83)
 KY0042_MARKER: DB = BENCH MARK DISK
 KY0042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0042_SP_SET: PIER
 KY0042_STAMPING: G 347 1966
 KY0042_MARK LOGO: CGS   
 KY0042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0042
 KY0042  HISTORY     - Date     Condition        Report By
 KY0042  HISTORY     - 1966     MONUMENTED       CGS
 KY0042  HISTORY     - 1983     GOOD             NGS
 KY0042
 KY0042                          STATION DESCRIPTION
 KY0042
 KY0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KY0042'AT ROCHESTER.
 KY0042'AT ROCHESTER, ABOUT 0.4 MILE NORTHWEST ALONG THE PENNSYLVANIA
 KY0042'RAILROAD FROM THE STATION, 0.1 MILE NORTHWEST OF MILEPOST P 26,
 KY0042'AT STATE HIGHWAY 51 OVERPASS OVER THE PENNSYLVANIA RAILROAD
 KY0042'AND BEAVER RIVER, SET VERTICALLY IN THE SOUTHWEST FACE OF THE
 KY0042'FIRST PIER NORTHEAST OF THE TRACK, 27 FEET NORTHEAST OF THE
 KY0042'NORTHEAST RAIL OF THE NORTHEAST TRACK, 26 FEET NORTHWEST OF THE
 KY0042'SOUTHEAST END OF THE PIER, 2 FEET ABOVE THE GROUND, AND ABOUT
 KY0042'4 FEET HIGHER THAN THE TRACK.
 KY0042
 KY0042                          STATION RECOVERY (1983)
 KY0042
 KY0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0203 ***********************************************************************
 MB0203  DESIGNATION -  G 348
 MB0203  PID         -  MB0203
 MB0203  STATE/COUNTY-  PA/CRAWFORD
 MB0203  USGS QUAD   -  COCHRANTON (1973)
 MB0203
 MB0203                         *CURRENT SURVEY CONTROL
 MB0203  ___________________________________________________________________
 MB0203* NAD 83(1986)-  41 32 14.     (N)    080 00 47.     (W)     SCALED    
 MB0203* NAVD 88     -       351.267  (meters)    1152.45   (feet)  ADJUSTED  
 MB0203  ___________________________________________________________________
 MB0203  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 MB0203  DYNAMIC HT  -         351.119 (meters)    1151.96  (feet)  COMP
 MB0203  MODELED GRAV-     980,190.0   (mgal)                       NAVD 88
 MB0203
 MB0203  VERT ORDER  -  SECOND    CLASS 0
 MB0203
 MB0203.The horizontal coordinates were scaled from a topographic map and have
 MB0203.an estimated accuracy of +/- 6 seconds.
 MB0203
 MB0203.The orthometric height was determined by differential leveling
 MB0203.and adjusted by the National Geodetic Survey in June 1991..
 MB0203
 MB0203.The geoid height was determined by GEOID03.
 MB0203
 MB0203.The dynamic height is computed by dividing the NAVD 88
 MB0203.geopotential number by the normal gravity value computed on the
 MB0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0203.degrees latitude (g = 980.6199 gals.).
 MB0203
 MB0203.The modeled gravity was interpolated from observed gravity values.
 MB0203
 MB0203;                    North         East    Units  Estimated Accuracy
 MB0203;SPC PA N     -   154,670.      411,180.      MT  (+/- 180 meters Scaled)
 MB0203
 MB0203                          SUPERSEDED SURVEY CONTROL
 MB0203
 MB0203  NGVD 29 (??/??/92)  351.441  (m)         1153.02   (f) ADJ UNCH    2 0
 MB0203
 MB0203.Superseded values are not recommended for survey control.
 MB0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0203.See file dsdata.txt to determine how the superseded data were derived.
 MB0203
 MB0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF823988(NAD 83)
 MB0203_MARKER: DB = BENCH MARK DISK
 MB0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0203_STAMPING: G 348 1967
 MB0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0203+STABILITY: SURFACE MOTION
 MB0203
 MB0203  HISTORY     - Date     Condition        Report By
 MB0203  HISTORY     - 1967     MONUMENTED       CGS
 MB0203
 MB0203                          STATION DESCRIPTION
 MB0203
 MB0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MB0203'2.5 MI N FROM COCHRANTON.
 MB0203'ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 173 FROM THE POST
 MB0203'OFFICE IN COCHRANTON, 60 FEET SOUTH OF A BRIDGE, 24 FEET NORTHWEST
 MB0203'OF THE CENTERLINE OF HIGHWAY, 1.8 FEET NORTHEAST OF A METAL
 MB0203'WITNESS SIGN, 1.4 FEET SOUTHWEST OF TELEPHONE POLE NO. 89, SET IN
 MB0203'THE TOP OF A CONCRETE POST PROJECTING 5-INCHES AND IS ABOUT
 MB0203'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1623 ***********************************************************************
 MA1623  DESIGNATION -  G 349
 MA1623  PID         -  MA1623
 MA1623  STATE/COUNTY-  PA/WARREN
 MA1623  USGS QUAD   -  COLUMBUS (1990)
 MA1623
 MA1623                         *CURRENT SURVEY CONTROL
 MA1623  ___________________________________________________________________
 MA1623* NAD 83(1986)-  41 55 49.     (N)    079 30 15.     (W)     SCALED    
 MA1623* NAVD 88     -       446.297  (meters)    1464.23   (feet)  ADJUSTED  
 MA1623  ___________________________________________________________________
 MA1623  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 MA1623  DYNAMIC HT  -         446.117 (meters)    1463.64  (feet)  COMP
 MA1623  MODELED GRAV-     980,206.5   (mgal)                       NAVD 88
 MA1623
 MA1623  VERT ORDER  -  SECOND    CLASS 0
 MA1623
 MA1623.The horizontal coordinates were scaled from a topographic map and have
 MA1623.an estimated accuracy of +/- 6 seconds.
 MA1623
 MA1623.The orthometric height was determined by differential leveling
 MA1623.and adjusted by the National Geodetic Survey in June 1991..
 MA1623
 MA1623.The geoid height was determined by GEOID03.
 MA1623
 MA1623.The dynamic height is computed by dividing the NAVD 88
 MA1623.geopotential number by the normal gravity value computed on the
 MA1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1623.degrees latitude (g = 980.6199 gals.).
 MA1623
 MA1623.The modeled gravity was interpolated from observed gravity values.
 MA1623
 MA1623;                    North         East    Units  Estimated Accuracy
 MA1623;SPC PA N     -   197,330.      454,520.      MT  (+/- 180 meters Scaled)
 MA1623
 MA1623                          SUPERSEDED SURVEY CONTROL
 MA1623
 MA1623  NGVD 29 (??/??/92)  446.455  (m)         1464.74   (f) ADJ UNCH    2 0
 MA1623
 MA1623.Superseded values are not recommended for survey control.
 MA1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1623.See file dsdata.txt to determine how the superseded data were derived.
 MA1623
 MA1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG240431(NAD 83)
 MA1623_MARKER: DB = BENCH MARK DISK
 MA1623_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1623_SP_SET: BRIDGE
 MA1623_STAMPING: G 349 1967
 MA1623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA1623+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2004
 MA1623
 MA1623  HISTORY     - Date     Condition        Report By
 MA1623  HISTORY     - 1967     MONUMENTED       CGS
 MA1623  HISTORY     - 1968     GOOD             NGS
 MA1623  HISTORY     - 20020601 GOOD             USPSQD
 MA1623  HISTORY     - 20040513 GOOD             DLB
 MA1623
 MA1623                          STATION DESCRIPTION
 MA1623
 MA1623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MA1623'4.7 MI SE FROM COLUMBUS.
 MA1623'4.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION
 MA1623'WITH STATE HIGHWAY 957 IN COLUMBUS, SET IN THE TOP OF THE SOUTHWEST
 MA1623'WINGWALL OF A BRIDGE, 22 FEET SOUTH OF THE CENTERLINE OF THE
 MA1623'HIGHWAY AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 MA1623
 MA1623                          STATION RECOVERY (2002)
 MA1623
 MA1623'RECOVERY NOTE BY US POWER SQUADRON 2002 (JT)
 MA1623'RECOVERED IN GOOD CONDITION.
 MA1623
 MA1623                          STATION RECOVERY (2004)
 MA1623
 MA1623'RECOVERY NOTE BY DANIEL L. BARRY LAND SURVEYORS LLC 2004 (DLB)
 MA1623'FOUND AT 41-55-49.8, 79-30-15.1 WITH HAND HELD GPS
 MA1623'POINT IS MARGINALLY SUITABLE FOR GPS OBSERVATIONS DUE TO LARGE CHERRY
 MA1623'TREE APPROX. 35' TO THE SOUTH
 MA1623' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1457 ***********************************************************************
 LZ1457  DESIGNATION -  G 35
 LZ1457  PID         -  LZ1457
 LZ1457  STATE/COUNTY-  PA/POTTER
 LZ1457  USGS QUAD   -  BROOKLAND (1983)
 LZ1457
 LZ1457                         *CURRENT SURVEY CONTROL
 LZ1457  ___________________________________________________________________
 LZ1457* NAD 83(1986)-  41 51 34.     (N)    077 49 29.     (W)     SCALED    
 LZ1457* NAVD 88     -       721.893  (meters)    2368.41   (feet)  ADJUSTED  
 LZ1457  ___________________________________________________________________
 LZ1457  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 LZ1457  DYNAMIC HT  -         721.576 (meters)    2367.37  (feet)  COMP
 LZ1457  MODELED GRAV-     980,158.3   (mgal)                       NAVD 88
 LZ1457
 LZ1457  VERT ORDER  -  SECOND    CLASS 0
 LZ1457
 LZ1457.The horizontal coordinates were scaled from a topographic map and have
 LZ1457.an estimated accuracy of +/- 6 seconds.
 LZ1457
 LZ1457.The orthometric height was determined by differential leveling
 LZ1457.and adjusted by the National Geodetic Survey in June 1991..
 LZ1457
 LZ1457.The geoid height was determined by GEOID03.
 LZ1457
 LZ1457.The dynamic height is computed by dividing the NAVD 88
 LZ1457.geopotential number by the normal gravity value computed on the
 LZ1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1457.degrees latitude (g = 980.6199 gals.).
 LZ1457
 LZ1457.The modeled gravity was interpolated from observed gravity values.
 LZ1457
 LZ1457;                    North         East    Units  Estimated Accuracy
 LZ1457;SPC PA N     -   188,000.      593,800.      MT  (+/- 180 meters Scaled)
 LZ1457
 LZ1457                          SUPERSEDED SURVEY CONTROL
 LZ1457
 LZ1457  NGVD 29 (??/??/92)  722.008  (m)         2368.79   (f) ADJ UNCH    2 0
 LZ1457
 LZ1457.Superseded values are not recommended for survey control.
 LZ1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1457.See file dsdata.txt to determine how the superseded data were derived.
 LZ1457
 LZ1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM655380(NAD 83)
 LZ1457_MARKER: DB = BENCH MARK DISK
 LZ1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1457_STAMPING: G 35 1934
 LZ1457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1457+STABILITY: SURFACE MOTION
 LZ1457
 LZ1457  HISTORY     - Date     Condition        Report By
 LZ1457  HISTORY     - 1934     MONUMENTED       CGS
 LZ1457
 LZ1457                          STATION DESCRIPTION
 LZ1457
 LZ1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1457'0.4 MI S FROM NEWFIELD JUNCTION.
 LZ1457'0.4 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 LZ1457'NEWFIELD JUNCTION, POTTER COUNTY, ABOUT 1,288 FEET NORTH OF
 LZ1457'MILEPOST 15, ON NEWFIELD JUNCTION SUMMIT, AT A SECONDARY ROAD
 LZ1457'CROSSING, ABOUT 105 FEET WEST OF THE CENTER LINE OF THE ROAD,
 LZ1457'AT THE NORTH END OF A 14-FOOT CUT, 16 FEET WEST OF THE WEST RAIL,
 LZ1457'2 FEET EAST OF A POLE, AND ABOUT 3 FEET HIGHER THAN THE TOP OF
 LZ1457'THE RAIL.  A STANDARD DISK, STAMPED G 35 1934 AND SET IN THE
 LZ1457'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0675 ***********************************************************************
 MA0675  DESIGNATION -  G 350
 MA0675  PID         -  MA0675
 MA0675  STATE/COUNTY-  PA/WARREN
 MA0675  USGS QUAD   -  LUDLOW (1981)
 MA0675
 MA0675                         *CURRENT SURVEY CONTROL
 MA0675  ___________________________________________________________________
 MA0675* NAD 83(1986)-  41 44 13.     (N)    078 57 49.     (W)     SCALED    
 MA0675* NAVD 88     -       452.968  (meters)    1486.11   (feet)  ADJUSTED  
 MA0675  ___________________________________________________________________
 MA0675  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 MA0675  DYNAMIC HT  -         452.782 (meters)    1485.50  (feet)  COMP
 MA0675  MODELED GRAV-     980,196.8   (mgal)                       NAVD 88
 MA0675
 MA0675  VERT ORDER  -  SECOND    CLASS 0
 MA0675
 MA0675.The horizontal coordinates were scaled from a topographic map and have
 MA0675.an estimated accuracy of +/- 6 seconds.
 MA0675
 MA0675.The orthometric height was determined by differential leveling
 MA0675.and adjusted by the National Geodetic Survey in June 1991..
 MA0675
 MA0675.The geoid height was determined by GEOID03.
 MA0675
 MA0675.The dynamic height is computed by dividing the NAVD 88
 MA0675.geopotential number by the normal gravity value computed on the
 MA0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0675.degrees latitude (g = 980.6199 gals.).
 MA0675
 MA0675.The modeled gravity was interpolated from observed gravity values.
 MA0675
 MA0675;                    North         East    Units  Estimated Accuracy
 MA0675;SPC PA N     -   175,100.      499,040.      MT  (+/- 180 meters Scaled)
 MA0675
 MA0675                          SUPERSEDED SURVEY CONTROL
 MA0675
 MA0675  NGVD 29 (??/??/92)  453.106  (m)         1486.57   (f) ADJ UNCH    2 0
 MA0675
 MA0675.Superseded values are not recommended for survey control.
 MA0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0675.See file dsdata.txt to determine how the superseded data were derived.
 MA0675
 MA0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG693225(NAD 83)
 MA0675_MARKER: DB = BENCH MARK DISK
 MA0675_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0675_SP_SET: BRIDGE
 MA0675_STAMPING: G 350 1968
 MA0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0675
 MA0675  HISTORY     - Date     Condition        Report By
 MA0675  HISTORY     - 1968     MONUMENTED       CGS
 MA0675  HISTORY     - 20060110 GOOD             USPSQD
 MA0675
 MA0675                          STATION DESCRIPTION
 MA0675
 MA0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MA0675'1.6 MI W FROM LUDLOW.
 MA0675'ABOUT 1.6 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE
 MA0675'IN LUDLOW, SET IN THE TOP OF THE NORTHWEST WINGWALL OF A BRIDGE,
 MA0675'0.1 MILE WEST OF NATIONAL FOREST ROAD NO. 259, 13 FEET NORTH
 MA0675'OF THE CENTERLINE OF HIGHWAY AND IS ABOUT 1 FOOT BELOW THE
 MA0675'LEVEL OF THE HIGHWAY.
 MA0675
 MA0675                          STATION RECOVERY (2006)
 MA0675
 MA0675'RECOVERY NOTE BY US POWER SQUADRON 2006 (SG)
 MA0675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1445 ***********************************************************************
 LZ1445  DESIGNATION -  G 351
 LZ1445  PID         -  LZ1445
 LZ1445  STATE/COUNTY-  PA/POTTER
 LZ1445  USGS QUAD   -  WEST PIKE (1983)
 LZ1445
 LZ1445                         *CURRENT SURVEY CONTROL
 LZ1445  ___________________________________________________________________
 LZ1445* NAD 83(1986)-  41 45 35.     (N)    077 41 14.     (W)     SCALED    
 LZ1445* NAVD 88     -       428.961  (meters)    1407.35   (feet)  ADJUSTED  
 LZ1445  ___________________________________________________________________
 LZ1445  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 LZ1445  DYNAMIC HT  -         428.784 (meters)    1406.77  (feet)  COMP
 LZ1445  MODELED GRAV-     980,197.5   (mgal)                       NAVD 88
 LZ1445
 LZ1445  VERT ORDER  -  SECOND    CLASS 0
 LZ1445
 LZ1445.The horizontal coordinates were scaled from a topographic map and have
 LZ1445.an estimated accuracy of +/- 6 seconds.
 LZ1445
 LZ1445.The orthometric height was determined by differential leveling
 LZ1445.and adjusted by the National Geodetic Survey in June 1991..
 LZ1445
 LZ1445.The geoid height was determined by GEOID03.
 LZ1445
 LZ1445.The dynamic height is computed by dividing the NAVD 88
 LZ1445.geopotential number by the normal gravity value computed on the
 LZ1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1445.degrees latitude (g = 980.6199 gals.).
 LZ1445
 LZ1445.The modeled gravity was interpolated from observed gravity values.
 LZ1445
 LZ1445;                    North         East    Units  Estimated Accuracy
 LZ1445;SPC PA N     -   176,920.      605,220.      MT  (+/- 180 meters Scaled)
 LZ1445
 LZ1445                          SUPERSEDED SURVEY CONTROL
 LZ1445
 LZ1445  NGVD 29 (??/??/92)  429.099  (m)         1407.80   (f) ADJ UNCH    2 0
 LZ1445
 LZ1445.Superseded values are not recommended for survey control.
 LZ1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1445.See file dsdata.txt to determine how the superseded data were derived.
 LZ1445
 LZ1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM766265(NAD 83)
 LZ1445_MARKER: DD = SURVEY DISK
 LZ1445_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1445_SP_SET: BRIDGE
 LZ1445_STAMPING: G 351 1968
 LZ1445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1445
 LZ1445  HISTORY     - Date     Condition        Report By
 LZ1445  HISTORY     - 1968     MONUMENTED       PADH
 LZ1445  HISTORY     - 1968     GOOD             NGS
 LZ1445
 LZ1445                          STATION DESCRIPTION
 LZ1445
 LZ1445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ1445'3 MI W FROM GALETON.
 LZ1445'3.0 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH
 LZ1445'STATE HIGHWAY 144 IN GALETON, SET IN THE TOP OF THE SOUTHEAST
 LZ1445'WINGWALL OF A BRIDGE, 15 FEET EAST OF THE CENTERLINE OF THE
 LZ1445'HIGHWAY, AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0078 ***********************************************************************
 MA0078  DESIGNATION -  G 352
 MA0078  PID         -  MA0078
 MA0078  STATE/COUNTY-  PA/POTTER
 MA0078  USGS QUAD   -  COUDERSPORT (1983)
 MA0078
 MA0078                         *CURRENT SURVEY CONTROL
 MA0078  ___________________________________________________________________
 MA0078* NAD 83(1986)-  41 45 56.     (N)    078 07 07.     (W)     SCALED    
 MA0078* NAVD 88     -       481.820  (meters)    1580.77   (feet)  ADJUSTED  
 MA0078  ___________________________________________________________________
 MA0078  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 MA0078  DYNAMIC HT  -         481.620 (meters)    1580.11  (feet)  COMP
 MA0078  MODELED GRAV-     980,193.3   (mgal)                       NAVD 88
 MA0078
 MA0078  VERT ORDER  -  SECOND    CLASS 0
 MA0078
 MA0078.The horizontal coordinates were scaled from a topographic map and have
 MA0078.an estimated accuracy of +/- 6 seconds.
 MA0078
 MA0078.The orthometric height was determined by differential leveling
 MA0078.and adjusted by the National Geodetic Survey in June 1991..
 MA0078
 MA0078.The geoid height was determined by GEOID03.
 MA0078
 MA0078.The dynamic height is computed by dividing the NAVD 88
 MA0078.geopotential number by the normal gravity value computed on the
 MA0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0078.degrees latitude (g = 980.6199 gals.).
 MA0078
 MA0078.The modeled gravity was interpolated from observed gravity values.
 MA0078
 MA0078;                    North         East    Units  Estimated Accuracy
 MA0078;SPC PA N     -   177,630.      569,350.      MT  (+/- 180 meters Scaled)
 MA0078
 MA0078                          SUPERSEDED SURVEY CONTROL
 MA0078
 MA0078  NGVD 29 (??/??/92)  481.958  (m)         1581.22   (f) ADJ UNCH    2 0
 MA0078
 MA0078.Superseded values are not recommended for survey control.
 MA0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0078.See file dsdata.txt to determine how the superseded data were derived.
 MA0078
 MA0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG395277(NAD 83)
 MA0078_MARKER: DB = BENCH MARK DISK
 MA0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0078_SP_SET: CATCH BASIN
 MA0078_STAMPING: G 352 1968
 MA0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0078_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MA0078+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2002
 MA0078
 MA0078  HISTORY     - Date     Condition        Report By
 MA0078  HISTORY     - 1968     MONUMENTED       CGS
 MA0078  HISTORY     - 20020629 GOOD             INDIV
 MA0078
 MA0078                          STATION DESCRIPTION
 MA0078
 MA0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MA0078'2.2 MI E FROM ROULETTE.
 MA0078'2.25 MILE EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE IN
 MA0078'ROULETTE, SET IN THE TOP OF THE APPROXIMATE CENTER OF BACKWALL
 MA0078'OF A CATCH BASIN, 96 FEET WEST OF THE WEST OF THE WEST CORNER
 MA0078'OF A FARM HOUSE, 24 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY,
 MA0078'18 FEET NORTH OF A GUYED LINE POLE, AND IS ABOUT 1 FOOT BELOW
 MA0078'THE LEVEL OF THE HIGHWAY.
 MA0078
 MA0078                          STATION RECOVERY (2002)
 MA0078
 MA0078'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (TBS)
 MA0078'THE CONCRETE IS STARTING TO SPALDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0865 ***********************************************************************
 LZ0865  DESIGNATION -  G 353
 LZ0865  PID         -  LZ0865
 LZ0865  STATE/COUNTY-  PA/TIOGA
 LZ0865  USGS QUAD   -  ANTRIM (1986)
 LZ0865
 LZ0865                         *CURRENT SURVEY CONTROL
 LZ0865  ___________________________________________________________________
 LZ0865* NAD 83(1986)-  41 44 40.     (N)    077 16 15.     (W)     SCALED    
 LZ0865* NAVD 88     -       414.995  (meters)    1361.53   (feet)  ADJUSTED  
 LZ0865  ___________________________________________________________________
 LZ0865  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 LZ0865  DYNAMIC HT  -         414.818 (meters)    1360.95  (feet)  COMP
 LZ0865  MODELED GRAV-     980,184.3   (mgal)                       NAVD 88
 LZ0865
 LZ0865  VERT ORDER  -  SECOND    CLASS 0
 LZ0865
 LZ0865.The horizontal coordinates were scaled from a topographic map and have
 LZ0865.an estimated accuracy of +/- 6 seconds.
 LZ0865
 LZ0865.The orthometric height was determined by differential leveling
 LZ0865.and adjusted by the National Geodetic Survey in June 1991..
 LZ0865
 LZ0865.The geoid height was determined by GEOID03.
 LZ0865
 LZ0865.The dynamic height is computed by dividing the NAVD 88
 LZ0865.geopotential number by the normal gravity value computed on the
 LZ0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0865.degrees latitude (g = 980.6199 gals.).
 LZ0865
 LZ0865.The modeled gravity was interpolated from observed gravity values.
 LZ0865
 LZ0865;                    North         East    Units  Estimated Accuracy
 LZ0865;SPC PA N     -   175,330.      639,860.      MT  (+/- 180 meters Scaled)
 LZ0865
 LZ0865                          SUPERSEDED SURVEY CONTROL
 LZ0865
 LZ0865  NGVD 29 (??/??/92)  415.124  (m)         1361.95   (f) ADJ UNCH    2 0
 LZ0865
 LZ0865.Superseded values are not recommended for survey control.
 LZ0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0865.See file dsdata.txt to determine how the superseded data were derived.
 LZ0865
 LZ0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM111238(NAD 83)
 LZ0865_MARKER: DB = BENCH MARK DISK
 LZ0865_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0865_SP_SET: BRIDGE
 LZ0865_STAMPING: G 353 1968
 LZ0865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0865
 LZ0865  HISTORY     - Date     Condition        Report By
 LZ0865  HISTORY     - 1968     MONUMENTED       CGS
 LZ0865
 LZ0865                          STATION DESCRIPTION
 LZ0865
 LZ0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ0865'1.5 MI E FROM WELLSBORO.
 LZ0865'ABOUT 1.5 MILES EAST ALONG U.S. HIGHWAY 6 AND STATE HIGHWAY
 LZ0865'660 FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE HIGHWAYS 660
 LZ0865'AND 287 IN WELLSBORO, SET IN THE TOP OF THE SOUTH END OF EAST
 LZ0865'HEADWALL OF A BRIDGE, 21 FEET SOUTH OF THE CENTERLINE OF HIGHWAY,
 LZ0865'1 FOOT NORTH OF THE SOUTH END OF HEADWALL AND IS ABOUT LEVEL
 LZ0865'WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0553 ***********************************************************************
 LZ0553  DESIGNATION -  G 354
 LZ0553  PID         -  LZ0553
 LZ0553  STATE/COUNTY-  PA/BRADFORD
 LZ0553  USGS QUAD   -  TROY (1983)
 LZ0553
 LZ0553                         *CURRENT SURVEY CONTROL
 LZ0553  ___________________________________________________________________
 LZ0553* NAD 83(1986)-  41 48 13.     (N)    076 50 25.     (W)     SCALED    
 LZ0553* NAVD 88     -       373.370  (meters)    1224.96   (feet)  ADJUSTED  
 LZ0553  ___________________________________________________________________
 LZ0553  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 LZ0553  DYNAMIC HT  -         373.213 (meters)    1224.45  (feet)  COMP
 LZ0553  MODELED GRAV-     980,193.6   (mgal)                       NAVD 88
 LZ0553
 LZ0553  VERT ORDER  -  SECOND    CLASS 0
 LZ0553
 LZ0553.The horizontal coordinates were scaled from a topographic map and have
 LZ0553.an estimated accuracy of +/- 6 seconds.
 LZ0553
 LZ0553.The orthometric height was determined by differential leveling
 LZ0553.and adjusted by the National Geodetic Survey in June 1991..
 LZ0553
 LZ0553.The geoid height was determined by GEOID03.
 LZ0553
 LZ0553.The dynamic height is computed by dividing the NAVD 88
 LZ0553.geopotential number by the normal gravity value computed on the
 LZ0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0553.degrees latitude (g = 980.6199 gals.).
 LZ0553
 LZ0553.The modeled gravity was interpolated from observed gravity values.
 LZ0553
 LZ0553;                    North         East    Units  Estimated Accuracy
 LZ0553;SPC PA N     -   182,190.      675,600.      MT  (+/- 180 meters Scaled)
 LZ0553
 LZ0553                          SUPERSEDED SURVEY CONTROL
 LZ0553
 LZ0553  NGVD 29 (??/??/92)  373.510  (m)         1225.42   (f) ADJ UNCH    2 0
 LZ0553
 LZ0553.Superseded values are not recommended for survey control.
 LZ0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0553.See file dsdata.txt to determine how the superseded data were derived.
 LZ0553
 LZ0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM471296(NAD 83)
 LZ0553_MARKER: DD = SURVEY DISK
 LZ0553_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0553_SP_SET: BRIDGE
 LZ0553_STAMPING: G 354 1968
 LZ0553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0553
 LZ0553  HISTORY     - Date     Condition        Report By
 LZ0553  HISTORY     - 1968     MONUMENTED       PADH
 LZ0553  HISTORY     - 1968     GOOD             NGS
 LZ0553  HISTORY     - 1983     GOOD             USPSQD
 LZ0553
 LZ0553                          STATION DESCRIPTION
 LZ0553
 LZ0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0553'3.2 MI W FROM TROY.
 LZ0553'3.25 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE IN
 LZ0553'TROY, SET IN THE TOP OF THE SOUTHWEST WINGWALL OF A BRIDGE, 82
 LZ0553'FEET SOUTHWEST OF POWER LINE POLE NO. 9G232, 17 FEET SOUTH OF THE
 LZ0553'CENTERLINE OF HIGHWAY, AND IS ABOUT LEVEL WITH THE HIGHWAY.
 LZ0553
 LZ0553                          STATION RECOVERY (1983)
 LZ0553
 LZ0553'RECOVERY NOTE BY US POWER SQUADRON 1983
 LZ0553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1285 ***********************************************************************
 LZ1285  DESIGNATION -  G 355
 LZ1285  PID         -  LZ1285
 LZ1285  STATE/COUNTY-  PA/CLINTON
 LZ1285  USGS QUAD   -  FARRANDSVILLE (1973)
 LZ1285
 LZ1285                         *CURRENT SURVEY CONTROL
 LZ1285  ___________________________________________________________________
 LZ1285* NAD 83(1986)-  41 12 38.     (N)    077 33 58.     (W)     SCALED    
 LZ1285* NAVD 88     -       192.462  (meters)     631.44   (feet)  ADJUSTED  
 LZ1285  ___________________________________________________________________
 LZ1285  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 LZ1285  DYNAMIC HT  -         192.368 (meters)     631.13  (feet)  COMP
 LZ1285  MODELED GRAV-     980,134.2   (mgal)                       NAVD 88
 LZ1285
 LZ1285  VERT ORDER  -  SECOND    CLASS 0
 LZ1285
 LZ1285.The horizontal coordinates were scaled from a topographic map and have
 LZ1285.an estimated accuracy of +/- 6 seconds.
 LZ1285
 LZ1285.The orthometric height was determined by differential leveling
 LZ1285.and adjusted by the National Geodetic Survey in June 1991..
 LZ1285
 LZ1285.The geoid height was determined by GEOID03.
 LZ1285
 LZ1285.The dynamic height is computed by dividing the NAVD 88
 LZ1285.geopotential number by the normal gravity value computed on the
 LZ1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1285.degrees latitude (g = 980.6199 gals.).
 LZ1285
 LZ1285.The modeled gravity was interpolated from observed gravity values.
 LZ1285
 LZ1285;                    North         East    Units  Estimated Accuracy
 LZ1285;SPC PA N     -   115,940.      615,420.      MT  (+/- 180 meters Scaled)
 LZ1285
 LZ1285                          SUPERSEDED SURVEY CONTROL
 LZ1285
 LZ1285  NGVD 29 (??/??/92)  192.650  (m)          632.05   (f) ADJ UNCH    2 0
 LZ1285
 LZ1285.Superseded values are not recommended for survey control.
 LZ1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1285.See file dsdata.txt to determine how the superseded data were derived.
 LZ1285
 LZ1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL848653(NAD 83)
 LZ1285_MARKER: DB = BENCH MARK DISK
 LZ1285_SETTING: 80 = SET IN A BOULDER
 LZ1285_SP_SET: BOULDER
 LZ1285_STAMPING: G 355 1968
 LZ1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1285+STABILITY: SURFACE MOTION
 LZ1285
 LZ1285  HISTORY     - Date     Condition        Report By
 LZ1285  HISTORY     - 1968     MONUMENTED       CGS
 LZ1285
 LZ1285                          STATION DESCRIPTION
 LZ1285
 LZ1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ1285'9.8 MI NW FROM LOCK HAVEN.
 LZ1285'ABOUT 9.75 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE
 LZ1285'POST OFFICE IN LOCK HAVEN, SET IN THE TOP OF A 5 X 5 FOOT BOULDER
 LZ1285'PROJECTING 1 FOOT, 55 FEET WEST OF THE CENTERLINE OF HIGHWAY,
 LZ1285'5 FEET WEST OF A TRIPPLE TRUNKED TREE, 20 FEET EAST OF THE
 LZ1285'APPROXIMATE CENTER OF A WOODS ROAD PARALLELING THE HIGHWAY
 LZ1285'AND IS ABOUT 4 FEET ABOVE THE HIGHWAY.  2.3 FEET SOUTH OF A
 LZ1285'METAL WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0087 ***********************************************************************
 LZ0087  DESIGNATION -  G 356 RESET
 LZ0087  PID         -  LZ0087
 LZ0087  STATE/COUNTY-  PA/BRADFORD
 LZ0087  USGS QUAD   -  WYALUSING (1969)
 LZ0087
 LZ0087                         *CURRENT SURVEY CONTROL
 LZ0087  ___________________________________________________________________
 LZ0087* NAD 83(1986)-  41 42 51.     (N)    076 17 00.     (W)     SCALED    
 LZ0087* NAVD 88     -       384.89   (+/-2cm)    1262.8    (feet)  VERTCON   
 LZ0087  ___________________________________________________________________
 LZ0087  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 LZ0087
 LZ0087  VERT ORDER  -  THIRD (See Below)
 LZ0087
 LZ0087.The horizontal coordinates were scaled from a topographic map and have
 LZ0087.an estimated accuracy of +/- 6 seconds.
 LZ0087
 LZ0087.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ0087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ0087.The vertical order pertains to the NGVD 29 superseded value.
 LZ0087
 LZ0087.The geoid height was determined by GEOID03.
 LZ0087
 LZ0087;                    North         East    Units  Estimated Accuracy
 LZ0087;SPC PA N     -   172,890.      722,050.      MT  (+/- 180 meters Scaled)
 LZ0087
 LZ0087                          SUPERSEDED SURVEY CONTROL
 LZ0087
 LZ0087  NGVD 29 (??/??/??)  385.10   (m)         1263.4    (f) RESET       3  
 LZ0087
 LZ0087.Superseded values are not recommended for survey control.
 LZ0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0087.See file dsdata.txt to determine how the superseded data were derived.
 LZ0087
 LZ0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM932188(NAD 83)
 LZ0087_MARKER: DB = BENCH MARK DISK
 LZ0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0087_STAMPING: G 356 RESET 1969
 LZ0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0087+STABILITY: SURFACE MOTION
 LZ0087
 LZ0087  HISTORY     - Date     Condition        Report By
 LZ0087  HISTORY     - 1969     MONUMENTED       CGS
 LZ0087
 LZ0087                          STATION DESCRIPTION
 LZ0087
 LZ0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LZ0087'3.7 MI NW FROM WYALUSING.
 LZ0087'3.7 MILES NORTHWEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION
 LZ0087'WITH U.S. HIGHWAY 106 IN WYALUSING, 123 FEET EAST OF THE CENTERLINE
 LZ0087'OF HIGHWAY, 4.5 FEET SOUTH OF POWER LINE POLE NO. E 123, 3
 LZ0087'FEET SOUTH OF A FENCE LINE AND THE EDGE OF WOODS, 2 FEET WEST
 LZ0087'OF A METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE POST
 LZ0087'PROJECTING 4-INCHES AND IS ABOUT 6 FEET ABOVE THE LEVEL OF THE
 LZ0087'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0648 ***********************************************************************
 LZ0648  DESIGNATION -  G 357
 LZ0648  PID         -  LZ0648
 LZ0648  STATE/COUNTY-  PA/BRADFORD
 LZ0648  USGS QUAD   -  SAYRE (1986)
 LZ0648
 LZ0648                         *CURRENT SURVEY CONTROL
 LZ0648  ___________________________________________________________________
 LZ0648* NAD 83(1986)-  41 55 47.     (N)    076 31 26.     (W)     SCALED    
 LZ0648* NAVD 88     -       230.615  (meters)     756.61   (feet)  ADJUSTED  
 LZ0648  ___________________________________________________________________
 LZ0648  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 LZ0648  DYNAMIC HT  -         230.523 (meters)     756.31  (feet)  COMP
 LZ0648  MODELED GRAV-     980,219.4   (mgal)                       NAVD 88
 LZ0648
 LZ0648  VERT ORDER  -  SECOND    CLASS 0
 LZ0648
 LZ0648.The horizontal coordinates were scaled from a topographic map and have
 LZ0648.an estimated accuracy of +/- 6 seconds.
 LZ0648
 LZ0648.The orthometric height was determined by differential leveling
 LZ0648.and adjusted by the National Geodetic Survey in June 1991..
 LZ0648
 LZ0648.The geoid height was determined by GEOID03.
 LZ0648
 LZ0648.The dynamic height is computed by dividing the NAVD 88
 LZ0648.geopotential number by the normal gravity value computed on the
 LZ0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0648.degrees latitude (g = 980.6199 gals.).
 LZ0648
 LZ0648.The modeled gravity was interpolated from observed gravity values.
 LZ0648
 LZ0648;                    North         East    Units  Estimated Accuracy
 LZ0648;SPC PA N     -   196,520.      701,690.      MT  (+/- 180 meters Scaled)
 LZ0648
 LZ0648                          SUPERSEDED SURVEY CONTROL
 LZ0648
 LZ0648  NGVD 29 (??/??/92)  230.797  (m)          757.21   (f) ADJ UNCH    2 0
 LZ0648
 LZ0648.Superseded values are not recommended for survey control.
 LZ0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0648.See file dsdata.txt to determine how the superseded data were derived.
 LZ0648
 LZ0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM736430(NAD 83)
 LZ0648_MARKER: DB = BENCH MARK DISK
 LZ0648_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0648_SP_SET: BRIDGE
 LZ0648_STAMPING: G 357 1968
 LZ0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0648
 LZ0648  HISTORY     - Date     Condition        Report By
 LZ0648  HISTORY     - 1968     MONUMENTED       CGS
 LZ0648  HISTORY     - 19910907 GOOD             USPSQD
 LZ0648
 LZ0648                          STATION DESCRIPTION
 LZ0648
 LZ0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ0648'1.5 MI N FROM MILAN.
 LZ0648'1.5 MILES NORTH ALONG U.S. HIGHWAY 220 OR THE LEHIGH VALLEY
 LZ0648'RAILROAD FROM THE POST OFFICE IN MILAN, 2.5 MILES SOUTH ALONG
 LZ0648'THE LEHIGH VALLEY RAILROAD FROM THE STATION IN ATHENS, 165
 LZ0648'YARDS SOUTH OF A PRIVATE ROAD CROSSING, 18 FEET NORTH OF MILE
 LZ0648'POST NO. 267, 6 FEET EAST OF THE EAST RAIL, SET IN THE TOP
 LZ0648'OF THE SOUTHEAST HEADWALL OF A RAILROAD BRIDGE AND IS ABOUT
 LZ0648'6 FEET BELOW THE LEVEL OF THE TRACK.
 LZ0648
 LZ0648                          STATION RECOVERY (1991)
 LZ0648
 LZ0648'RECOVERY NOTE BY US POWER SQUADRON 1991 (MK)
 LZ0648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0940 ***********************************************************************
 LZ0940  DESIGNATION -  G 358 PADH
 LZ0940  PID         -  LZ0940
 LZ0940  STATE/COUNTY-  PA/LYCOMING
 LZ0940  USGS QUAD   -  COGAN STATION (1973)
 LZ0940
 LZ0940                         *CURRENT SURVEY CONTROL
 LZ0940  ___________________________________________________________________
 LZ0940* NAD 83(1986)-  41 20 12.     (N)    077 05 14.     (W)     SCALED    
 LZ0940* NAVD 88     -       189.265  (meters)     620.95   (feet)  ADJUSTED  
 LZ0940  ___________________________________________________________________
 LZ0940  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 LZ0940  DYNAMIC HT  -         189.183 (meters)     620.68  (feet)  COMP
 LZ0940  MODELED GRAV-     980,189.3   (mgal)                       NAVD 88
 LZ0940
 LZ0940  VERT ORDER  -  FIRST     CLASS II
 LZ0940
 LZ0940.The horizontal coordinates were scaled from a topographic map and have
 LZ0940.an estimated accuracy of +/- 6 seconds.
 LZ0940
 LZ0940.The orthometric height was determined by differential leveling
 LZ0940.and adjusted by the National Geodetic Survey in June 1991..
 LZ0940
 LZ0940.The geoid height was determined by GEOID03.
 LZ0940
 LZ0940.The dynamic height is computed by dividing the NAVD 88
 LZ0940.geopotential number by the normal gravity value computed on the
 LZ0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0940.degrees latitude (g = 980.6199 gals.).
 LZ0940
 LZ0940.The modeled gravity was interpolated from observed gravity values.
 LZ0940
 LZ0940;                    North         East    Units  Estimated Accuracy
 LZ0940;SPC PA N     -   130,150.      655,480.      MT  (+/- 180 meters Scaled)
 LZ0940
 LZ0940                          SUPERSEDED SURVEY CONTROL
 LZ0940
 LZ0940  NGVD 29 (??/??/92)  189.487  (m)          621.68   (f) ADJ UNCH    1 2
 LZ0940
 LZ0940.Superseded values are not recommended for survey control.
 LZ0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0940.See file dsdata.txt to determine how the superseded data were derived.
 LZ0940
 LZ0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL253782(NAD 83)
 LZ0940_MARKER: DD = SURVEY DISK
 LZ0940_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0940_SP_SET: BRIDGE
 LZ0940_STAMPING: G 358 1969
 LZ0940_MARK LOGO: PADH  
 LZ0940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0940
 LZ0940  HISTORY     - Date     Condition        Report By
 LZ0940  HISTORY     - 1969     MONUMENTED       PADH
 LZ0940  HISTORY     - 1969     GOOD             NGS
 LZ0940  HISTORY     - 1975     GOOD             PADT
 LZ0940  HISTORY     - 1983     GOOD             NGS
 LZ0940
 LZ0940                          STATION DESCRIPTION
 LZ0940
 LZ0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ0940'2 MI N FROM COGAN STATION.
 LZ0940'ABOUT 2.0 MILES NORTH ALONG U.S. HIGHWAY 15 FROM THE POST
 LZ0940'OFFICE IN COGAN STATION, SET IN THE TOP OF THE SOUTHEAST WINGWALL
 LZ0940'OF A BRIDGE OVER LYCOMING CREEK, 27.5 FEET SOUTHEAST OF THE
 LZ0940'CENTERLINE OF THE HIGHWAY AND IS ABOUT LEVEL WITH THE HIGHWAY.
 LZ0940
 LZ0940                          STATION RECOVERY (1975)
 LZ0940
 LZ0940'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 LZ0940'RECOVERED IN GOOD CONDITION.
 LZ0940
 LZ0940                          STATION RECOVERY (1983)
 LZ0940
 LZ0940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LZ0940'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0046 ***********************************************************************
 LZ0046  DESIGNATION -  G 359
 LZ0046  PID         -  LZ0046
 LZ0046  STATE/COUNTY-  PA/BRADFORD
 LZ0046  USGS QUAD   -  MONROETON (1982)
 LZ0046
 LZ0046                         *CURRENT SURVEY CONTROL
 LZ0046  ___________________________________________________________________
 LZ0046* NAD 83(1986)-  41 42 01.     (N)    076 27 51.     (W)     SCALED    
 LZ0046* NAVD 88     -       241.671  (meters)     792.88   (feet)  ADJUSTED  
 LZ0046  ___________________________________________________________________
 LZ0046  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 LZ0046  DYNAMIC HT  -         241.572 (meters)     792.56  (feet)  COMP
 LZ0046  MODELED GRAV-     980,210.2   (mgal)                       NAVD 88
 LZ0046
 LZ0046  VERT ORDER  -  SECOND    CLASS 0
 LZ0046
 LZ0046.The horizontal coordinates were scaled from a topographic map and have
 LZ0046.an estimated accuracy of +/- 6 seconds.
 LZ0046
 LZ0046.The orthometric height was determined by differential leveling
 LZ0046.and adjusted by the National Geodetic Survey in June 1991..
 LZ0046
 LZ0046.The geoid height was determined by GEOID03.
 LZ0046
 LZ0046.The dynamic height is computed by dividing the NAVD 88
 LZ0046.geopotential number by the normal gravity value computed on the
 LZ0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0046.degrees latitude (g = 980.6199 gals.).
 LZ0046
 LZ0046.The modeled gravity was interpolated from observed gravity values.
 LZ0046
 LZ0046;                    North         East    Units  Estimated Accuracy
 LZ0046;SPC PA N     -   171,110.      707,020.      MT  (+/- 180 meters Scaled)
 LZ0046
 LZ0046                          SUPERSEDED SURVEY CONTROL
 LZ0046
 LZ0046  NGVD 29 (??/??/92)  241.871  (m)          793.54   (f) ADJ UNCH    2 0
 LZ0046
 LZ0046.Superseded values are not recommended for survey control.
 LZ0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0046.See file dsdata.txt to determine how the superseded data were derived.
 LZ0046
 LZ0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM781175(NAD 83)
 LZ0046_MARKER: DB = BENCH MARK DISK
 LZ0046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0046_SP_SET: BRIDGE
 LZ0046_STAMPING: G 359 1969
 LZ0046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0046
 LZ0046  HISTORY     - Date     Condition        Report By
 LZ0046  HISTORY     - 1969     MONUMENTED       CGS
 LZ0046
 LZ0046                          STATION DESCRIPTION
 LZ0046
 LZ0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LZ0046'1.6 MI SW FROM MONROETON.
 LZ0046'1.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 220 FROM ITS JUNCTION
 LZ0046'WITH STATE HIGHWAY 414 IN MONROETON, 0.1 MILE WEST OF U.S. HIGHWAY
 LZ0046'220, 10 FEET NORTH OF THE APPROXIMATE CENTER OF A ROAD, SET IN
 LZ0046'THE TOP OF THE NORTHWEST WINGWALL OF A BRIDGE OVER TOWANDA
 LZ0046'CREEK AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1509 ***********************************************************************
 KW1509  DESIGNATION -  G 36 RDGRR
 KW1509  PID         -  KW1509
 KW1509  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW1509  USGS QUAD   -  SUNBURY (1987)
 KW1509
 KW1509                         *CURRENT SURVEY CONTROL
 KW1509  ___________________________________________________________________
 KW1509* NAD 83(1986)-  40 51 33.     (N)    076 46 20.     (W)     SCALED    
 KW1509* NAVD 88     -       136.939  (meters)     449.27   (feet)  ADJUSTED  
 KW1509  ___________________________________________________________________
 KW1509  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KW1509  DYNAMIC HT  -         136.878 (meters)     449.07  (feet)  COMP
 KW1509  MODELED GRAV-     980,179.2   (mgal)                       NAVD 88
 KW1509
 KW1509  VERT ORDER  -  SECOND    CLASS 0
 KW1509
 KW1509.The horizontal coordinates were scaled from a topographic map and have
 KW1509.an estimated accuracy of +/- 6 seconds.
 KW1509
 KW1509.The orthometric height was determined by differential leveling
 KW1509.and adjusted by the National Geodetic Survey in June 1991..
 KW1509
 KW1509.The geoid height was determined by GEOID03.
 KW1509
 KW1509.The dynamic height is computed by dividing the NAVD 88
 KW1509.geopotential number by the normal gravity value computed on the
 KW1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1509.degrees latitude (g = 980.6199 gals.).
 KW1509
 KW1509.The modeled gravity was interpolated from observed gravity values.
 KW1509
 KW1509;                    North         East    Units  Estimated Accuracy
 KW1509;SPC PA N     -    77,370.      682,440.      MT  (+/- 180 meters Scaled)
 KW1509
 KW1509                          SUPERSEDED SURVEY CONTROL
 KW1509
 KW1509  NGVD 29 (??/??/??)  137.174  (m)          450.05   (f) ADJUSTED    2 0
 KW1509
 KW1509.Superseded values are not recommended for survey control.
 KW1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1509.See file dsdata.txt to determine how the superseded data were derived.
 KW1509
 KW1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL506246(NAD 83)
 KW1509_MARKER: DD = SURVEY DISK
 KW1509_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1509_SP_SET: BRIDGE SEAT
 KW1509_STAMPING: G 36 1934
 KW1509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1509
 KW1509  HISTORY     - Date     Condition        Report By
 KW1509  HISTORY     - UNK      MONUMENTED       RDGRR
 KW1509  HISTORY     - 1934     GOOD             CGS
 KW1509
 KW1509                          STATION DESCRIPTION
 KW1509
 KW1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1509'1 MI S FROM SUNBURY.
 KW1509'1.0 MILE SOUTH ALONG THE READING CO. RAILWAY FROM SUNBURY,
 KW1509'NORTHUMBERLAND COUNTY, AT PENNSYLVANIA RAILROAD BRIDGE 1/60,
 KW1509'IN THE EAST END OF THE NORTH BRIDGE SEAT, 16 FEET EAST OF THE
 KW1509'CENTER LINE OF THE PENNSYLVANIA RAILROAD TRACK, AND ABOUT 2 FEET
 KW1509'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED G 36
 KW1509'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0338 ***********************************************************************
 LZ0338  DESIGNATION -  G 360
 LZ0338  PID         -  LZ0338
 LZ0338  STATE/COUNTY-  PA/LYCOMING
 LZ0338  USGS QUAD   -  PICTURE ROCKS (1983)
 LZ0338
 LZ0338                         *CURRENT SURVEY CONTROL
 LZ0338  ___________________________________________________________________
 LZ0338* NAD 83(1986)-  41 17 52.     (N)    076 41 33.     (W)     SCALED    
 LZ0338* NAVD 88     -       210.608  (meters)     690.97   (feet)  ADJUSTED  
 LZ0338  ___________________________________________________________________
 LZ0338  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 LZ0338  DYNAMIC HT  -         210.517 (meters)     690.67  (feet)  COMP
 LZ0338  MODELED GRAV-     980,190.3   (mgal)                       NAVD 88
 LZ0338
 LZ0338  VERT ORDER  -  SECOND    CLASS 0
 LZ0338
 LZ0338.The horizontal coordinates were scaled from a topographic map and have
 LZ0338.an estimated accuracy of +/- 6 seconds.
 LZ0338
 LZ0338.The orthometric height was determined by differential leveling
 LZ0338.and adjusted by the National Geodetic Survey in June 1991..
 LZ0338
 LZ0338.The geoid height was determined by GEOID03.
 LZ0338
 LZ0338.The dynamic height is computed by dividing the NAVD 88
 LZ0338.geopotential number by the normal gravity value computed on the
 LZ0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0338.degrees latitude (g = 980.6199 gals.).
 LZ0338
 LZ0338.The modeled gravity was interpolated from observed gravity values.
 LZ0338
 LZ0338;                    North         East    Units  Estimated Accuracy
 LZ0338;SPC PA N     -   126,160.      688,570.      MT  (+/- 180 meters Scaled)
 LZ0338
 LZ0338                          SUPERSEDED SURVEY CONTROL
 LZ0338
 LZ0338  NGVD 29 (??/??/92)  210.807  (m)          691.62   (f) ADJ UNCH    2 0
 LZ0338
 LZ0338.Superseded values are not recommended for survey control.
 LZ0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0338.See file dsdata.txt to determine how the superseded data were derived.
 LZ0338
 LZ0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL582731(NAD 83)
 LZ0338_MARKER: DD = SURVEY DISK
 LZ0338_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0338_SP_SET: BRIDGE
 LZ0338_STAMPING: G 360 1969
 LZ0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0338
 LZ0338  HISTORY     - Date     Condition        Report By
 LZ0338  HISTORY     - 1969     MONUMENTED       PADH
 LZ0338  HISTORY     - 1969     GOOD             NGS
 LZ0338
 LZ0338                          STATION DESCRIPTION
 LZ0338
 LZ0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ0338'2.2 MI NE FROM PICTURE ROCKS.
 LZ0338'ABOUT 2.2 MILES NORTHEAST ALONG U.S. HIGHWAY 220 FROM THE POST
 LZ0338'OFFICE IN PICTURE ROCKS, 21 FEET EAST OF THE CENTERLINE OF THE
 LZ0338'HIGHWAY, AT THE SMALL VILLAGE OF TIVOLI, SET IN THE TOP OF THE
 LZ0338'SOUTHEAST WINGWALL OF A BRIDGE OVER BIG RUN, AND IS ABOUT LEVEL
 LZ0338'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2784 ***********************************************************************
 KV2784  DESIGNATION -  G 361 PADH
 KV2784  PID         -  KV2784
 KV2784  STATE/COUNTY-  PA/MONROE
 KV2784  USGS QUAD   -  POHOPOCO MOUNTAIN (1983)
 KV2784
 KV2784                         *CURRENT SURVEY CONTROL
 KV2784  ___________________________________________________________________
 KV2784* NAD 83(1986)-  40 53 51.     (N)    075 30 08.     (W)     SCALED    
 KV2784* NAVD 88     -       206.200  (meters)     676.51   (feet)  ADJUSTED  
 KV2784  ___________________________________________________________________
 KV2784  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 KV2784  DYNAMIC HT  -         206.100 (meters)     676.18  (feet)  COMP
 KV2784  MODELED GRAV-     980,133.7   (mgal)                       NAVD 88
 KV2784
 KV2784  VERT ORDER  -  SECOND    CLASS 0
 KV2784
 KV2784.The horizontal coordinates were scaled from a topographic map and have
 KV2784.an estimated accuracy of +/- 6 seconds.
 KV2784
 KV2784.The orthometric height was determined by differential leveling
 KV2784.and adjusted by the National Geodetic Survey in June 1991..
 KV2784
 KV2784.The geoid height was determined by GEOID03.
 KV2784
 KV2784.The dynamic height is computed by dividing the NAVD 88
 KV2784.geopotential number by the normal gravity value computed on the
 KV2784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2784.degrees latitude (g = 980.6199 gals.).
 KV2784
 KV2784.The modeled gravity was interpolated from observed gravity values.
 KV2784
 KV2784;                    North         East    Units  Estimated Accuracy
 KV2784;SPC PA N     -    83,620.      789,390.      MT  (+/- 180 meters Scaled)
 KV2784
 KV2784                          SUPERSEDED SURVEY CONTROL
 KV2784
 KV2784  NGVD 29 (??/??/??)  206.393  (m)          677.14   (f) ADJUSTED    2 0
 KV2784
 KV2784.Superseded values are not recommended for survey control.
 KV2784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2784.See file dsdata.txt to determine how the superseded data were derived.
 KV2784
 KV2784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL576275(NAD 83)
 KV2784_MARKER: DD = SURVEY DISK
 KV2784_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2784_SP_SET: BRIDGE
 KV2784_STAMPING: G 361 1969
 KV2784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2784
 KV2784  HISTORY     - Date     Condition        Report By
 KV2784  HISTORY     - 1969     MONUMENTED       PADH
 KV2784  HISTORY     - 1969     GOOD             CGS
 KV2784
 KV2784                          STATION DESCRIPTION
 KV2784
 KV2784'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 KV2784'0.5 MI W FROM KRESGEVILLE.
 KV2784'ABOUT 0.5 MILE WEST ALONG U.S. HIGHWAY 209 FROM THE POST OFFICE
 KV2784'IN KRESGEVILLE, 23 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 KV2784'SET IN THE TOP OF THE SOUTHWEST WINGWALL OF A BRIDGE OVER
 KV2784'POHOPOCO CREEK, AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2874 ***********************************************************************
 KV2874  DESIGNATION -  G 362
 KV2874  PID         -  KV2874
 KV2874  STATE/COUNTY-  PA/MONROE
 KV2874  USGS QUAD   -  STROUDSBURG (1975)
 KV2874
 KV2874                         *CURRENT SURVEY CONTROL
 KV2874  ___________________________________________________________________
 KV2874* NAD 83(1986)-  40 58 14.     (N)    075 08 08.     (W)     SCALED    
 KV2874* NAVD 88     -       102.128  (meters)     335.06   (feet)  ADJUSTED  
 KV2874  ___________________________________________________________________
 KV2874  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KV2874  DYNAMIC HT  -         102.082 (meters)     334.91  (feet)  COMP
 KV2874  MODELED GRAV-     980,169.7   (mgal)                       NAVD 88
 KV2874
 KV2874  VERT ORDER  -  FIRST     CLASS II
 KV2874
 KV2874.The horizontal coordinates were scaled from a topographic map and have
 KV2874.an estimated accuracy of +/- 6 seconds.
 KV2874
 KV2874.The orthometric height was determined by differential leveling
 KV2874.and adjusted by the National Geodetic Survey in June 1991..
 KV2874
 KV2874.The geoid height was determined by GEOID03.
 KV2874
 KV2874.The dynamic height is computed by dividing the NAVD 88
 KV2874.geopotential number by the normal gravity value computed on the
 KV2874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2874.degrees latitude (g = 980.6199 gals.).
 KV2874
 KV2874.The modeled gravity was interpolated from observed gravity values.
 KV2874
 KV2874;                    North         East    Units  Estimated Accuracy
 KV2874;SPC PA N     -    92,600.      820,030.      MT  (+/- 180 meters Scaled)
 KV2874
 KV2874                          SUPERSEDED SURVEY CONTROL
 KV2874
 KV2874.No superseded survey control is available for this station.
 KV2874
 KV2874_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL885354(NAD 83)
 KV2874_MARKER: DB = BENCH MARK DISK
 KV2874_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2874_SP_SET: HEADWALL
 KV2874_STAMPING: G 362 1978
 KV2874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2874
 KV2874  HISTORY     - Date     Condition        Report By
 KV2874  HISTORY     - 1978     MONUMENTED       NGS
 KV2874
 KV2874                          STATION DESCRIPTION
 KV2874
 KV2874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2874'1.2 MI SE FROM DELAWARE WATER GAP.
 KV2874'1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 611 FROM THE POST OFFICE
 KV2874'AT DELAWARE WATER GAP, SET IN THE TOP OF THE SOUTHEAST END OF
 KV2874'A CONCRETE HEADWALL OF A CONCRETE PIPE CULVERT, 25.5 FEET SOUTHWEST
 KV2874'OF THE CENTER LINE OF THE HIGHWAY, AND 2 FEET NORTHWEST OF THE
 KV2874'SOUTHEAST END OF THE HEADWALL, WHICH IS SETTING ON BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1716 ***********************************************************************
 MB1716  DESIGNATION -  G 363
 MB1716  PID         -  MB1716
 MB1716  STATE/COUNTY-  PA/ERIE
 MB1716  USGS QUAD   -  EAST SPRINGFIELD (1990)
 MB1716
 MB1716                         *CURRENT SURVEY CONTROL
 MB1716  ___________________________________________________________________
 MB1716* NAD 83(1986)-  41 58 27.     (N)    080 23 14.     (W)     SCALED    
 MB1716* NAVD 88     -       221.955  (meters)     728.20   (feet)  ADJUSTED  
 MB1716  ___________________________________________________________________
 MB1716  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 MB1716  DYNAMIC HT  -         221.874 (meters)     727.93  (feet)  COMP
 MB1716  MODELED GRAV-     980,252.5   (mgal)                       NAVD 88
 MB1716
 MB1716  VERT ORDER  -  FIRST     CLASS II
 MB1716
 MB1716.The horizontal coordinates were scaled from a topographic map and have
 MB1716.an estimated accuracy of +/- 6 seconds.
 MB1716
 MB1716.The orthometric height was determined by differential leveling
 MB1716.and adjusted by the National Geodetic Survey in June 1991..
 MB1716
 MB1716.The geoid height was determined by GEOID03.
 MB1716
 MB1716.The dynamic height is computed by dividing the NAVD 88
 MB1716.geopotential number by the normal gravity value computed on the
 MB1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1716.degrees latitude (g = 980.6199 gals.).
 MB1716
 MB1716.The modeled gravity was interpolated from observed gravity values.
 MB1716
 MB1716;                    North         East    Units  Estimated Accuracy
 MB1716;SPC PA N     -   204,060.      381,450.      MT  (+/- 180 meters Scaled)
 MB1716
 MB1716                          SUPERSEDED SURVEY CONTROL
 MB1716
 MB1716  NGVD 29 (06/03/92)  222.150  (m)          728.84   (f) ADJUSTED    1 2
 MB1716
 MB1716.Superseded values are not recommended for survey control.
 MB1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1716.See file dsdata.txt to determine how the superseded data were derived.
 MB1716
 MB1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG507470(NAD 83)
 MB1716_MARKER: I = METAL ROD
 MB1716_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1716_SP_SET: STAINLESS STEEL ROD
 MB1716_STAMPING: G 363 1981
 MB1716_MARK LOGO: NGS   
 MB1716_PROJECTION: FLUSH
 MB1716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1716_ROD/PIPE-DEPTH: 11.0 meters
 MB1716
 MB1716  HISTORY     - Date     Condition        Report By
 MB1716  HISTORY     - 1981     MONUMENTED       NGS
 MB1716
 MB1716                          STATION DESCRIPTION
 MB1716
 MB1716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1716'6.4 KM (4.0 MI) SW FROM GIRARD.
 MB1716'6.4 KILOMETERS (4.0 MILES) SOUTHWEST ALONG US HIGHWAY 20 FROM THE
 MB1716'JUNCTION OF STATE HIGHWAY 18 NORTH (RICE AVENUE) IN GIRARD, TO THE
 MB1716'JUNCTIONS OF TOWNLINE AND CROSS STATIONS ROADS, THE MARK IS IN THE
 MB1716'SOUTH ANGLE OF THE JUNCTION OF CROSS STATIONS ROAD NORTHEAST OF POWER
 MB1716'POLE NUMBER 41950, WITH A SECURITY LIGHT, 11.58 METERS (38.0 FEET)
 MB1716'SOUTHEAST OF THE CENTER LINE OF THE NORTHEASTBOUND LANE OF THE
 MB1716'HIGHWAY, 8.22 METERS (27.0 FEET) SOUTHWEST OF THE CENTER OF CROSS
 MB1716'STATIONS ROAD, 3.75 METERS (12.3 FEET) SOUTHWEST OF A METAL POLE
 MB1716'SUPPORTING A ROAD SIGN (CROSS STATIONS) AND 0.91 METER (3.0 FEET)
 MB1716'NORTHEAST OF THE POWER POLE.
 MB1716'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 MB1716'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2898 ***********************************************************************
 KV2898  DESIGNATION -  G 363
 KV2898  PID         -  KV2898
 KV2898  STATE/COUNTY-  PA/NORTHAMPTON
 KV2898  USGS QUAD   -  WIND GAP (1983)
 KV2898
 KV2898                         *CURRENT SURVEY CONTROL
 KV2898  ___________________________________________________________________
 KV2898* NAD 83(1986)-  40 47 30.     (N)    075 15 52.     (W)     SCALED    
 KV2898* NAVD 88     -       135.940  (meters)     446.00   (feet)  ADJUSTED  
 KV2898  ___________________________________________________________________
 KV2898  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KV2898  DYNAMIC HT  -         135.876 (meters)     445.79  (feet)  COMP
 KV2898  MODELED GRAV-     980,153.7   (mgal)                       NAVD 88
 KV2898
 KV2898  VERT ORDER  -  FIRST     CLASS II
 KV2898
 KV2898.The horizontal coordinates were scaled from a topographic map and have
 KV2898.an estimated accuracy of +/- 6 seconds.
 KV2898
 KV2898.The orthometric height was determined by differential leveling
 KV2898.and adjusted by the National Geodetic Survey in June 1991..
 KV2898
 KV2898.The geoid height was determined by GEOID03.
 KV2898
 KV2898.The dynamic height is computed by dividing the NAVD 88
 KV2898.geopotential number by the normal gravity value computed on the
 KV2898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2898.degrees latitude (g = 980.6199 gals.).
 KV2898
 KV2898.The modeled gravity was interpolated from observed gravity values.
 KV2898
 KV2898;                    North         East    Units  Estimated Accuracy
 KV2898;SPC PA S     -   164,880.      809,750.      MT  (+/- 180 meters Scaled)
 KV2898
 KV2898                          SUPERSEDED SURVEY CONTROL
 KV2898
 KV2898.No superseded survey control is available for this station.
 KV2898
 KV2898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL776156(NAD 83)
 KV2898_MARKER: DB = BENCH MARK DISK
 KV2898_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2898_SP_SET: ABUTMENT
 KV2898_STAMPING: G 363 1978
 KV2898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2898
 KV2898  HISTORY     - Date     Condition        Report By
 KV2898  HISTORY     - 1978     MONUMENTED       NGS
 KV2898  HISTORY     - 19940602 GOOD             USPSQD
 KV2898
 KV2898                          STATION DESCRIPTION
 KV2898
 KV2898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2898'IN EDELMAN.
 KV2898'AT EDELMAN, 220 FEET SOUTH OF THE CROSSING OF STATE HIGHWAY 191
 KV2898'AND ERIE LACKAWANNA RAILROAD, SET IN TOP OF THE CENTER OF THE NORTH-
 KV2898'WEST END OF ABUTMENT OF RAILROAD BRIDGE, 3 FEET WEST OF WEST RAIL.
 KV2898
 KV2898                          STATION RECOVERY (1994)
 KV2898
 KV2898'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV2898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2104 ***********************************************************************
 LY2104  DESIGNATION -  G 364
 LY2104  PID         -  LY2104
 LY2104  STATE/COUNTY-  PA/PIKE
 LY2104  USGS QUAD   -  LAKE MASKENOZHA (1995)
 LY2104
 LY2104                         *CURRENT SURVEY CONTROL
 LY2104  ___________________________________________________________________
 LY2104* NAD 83(1986)-  41 08 06.     (N)    074 56 18.     (W)     SCALED    
 LY2104* NAVD 88     -       110.209  (meters)     361.58   (feet)  ADJUSTED  
 LY2104  ___________________________________________________________________
 LY2104  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 LY2104  DYNAMIC HT  -         110.161 (meters)     361.42  (feet)  COMP
 LY2104  MODELED GRAV-     980,183.5   (mgal)                       NAVD 88
 LY2104
 LY2104  VERT ORDER  -  FIRST     CLASS II
 LY2104
 LY2104.The horizontal coordinates were scaled from a topographic map and have
 LY2104.an estimated accuracy of +/- 6 seconds.
 LY2104
 LY2104.The orthometric height was determined by differential leveling
 LY2104.and adjusted by the National Geodetic Survey in June 1991..
 LY2104
 LY2104.The geoid height was determined by GEOID03.
 LY2104
 LY2104.The dynamic height is computed by dividing the NAVD 88
 LY2104.geopotential number by the normal gravity value computed on the
 LY2104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2104.degrees latitude (g = 980.6199 gals.).
 LY2104
 LY2104.The modeled gravity was interpolated from observed gravity values.
 LY2104
 LY2104;                    North         East    Units  Estimated Accuracy
 LY2104;SPC PA N     -   111,370.      836,030.      MT  (+/- 180 meters Scaled)
 LY2104
 LY2104                          SUPERSEDED SURVEY CONTROL
 LY2104
 LY2104.No superseded survey control is available for this station.
 LY2104
 LY2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL051537(NAD 83)
 LY2104_MARKER: DB = BENCH MARK DISK
 LY2104_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY2104_SP_SET: BEDROCK
 LY2104_STAMPING: G 364 1978
 LY2104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2104
 LY2104  HISTORY     - Date     Condition        Report By
 LY2104  HISTORY     - 1978     MONUMENTED       NGS
 LY2104
 LY2104                          STATION DESCRIPTION
 LY2104
 LY2104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LY2104'4.5 MI NE FROM BUSHKILL.
 LY2104'4.5 MILES NORTHEAST ALONG STATE HIGHWAY 209 FROM THE
 LY2104'CHURCH OF BUSHKILL AT BUSHKILL, SET IN TOP OF BEDROCK AT THE BOTTOM
 LY2104'OF A HILL, 192 FEET SOUTHWEST OF THE CENTER LINE OF PAVED ROAD AND
 LY2104'ROAD LEADING TO HIGHWAY, 52 FEET NORTHWEST OF THE CENTER LINE OF
 LY2104'HIGHWAY 209, 16 FEET NORTHWEST OF THE CENTER OF PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3967 ***********************************************************************
 JV3967  DESIGNATION -  G 365
 JV3967  PID         -  JV3967
 JV3967  STATE/COUNTY-  PA/FRANKLIN
 JV3967  USGS QUAD   -  CHAMBERSBURG (1990)
 JV3967
 JV3967                         *CURRENT SURVEY CONTROL
 JV3967  ___________________________________________________________________
 JV3967* NAD 83(1986)-  39 58 31.     (N)    077 37 48.     (W)     SCALED    
 JV3967* NAVD 88     -       206.780  (meters)     678.41   (feet)  ADJUSTED  
 JV3967  ___________________________________________________________________
 JV3967  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 JV3967  DYNAMIC HT  -         206.662 (meters)     678.02  (feet)  COMP
 JV3967  MODELED GRAV-     980,054.3   (mgal)                       NAVD 88
 JV3967
 JV3967  VERT ORDER  -  FIRST     CLASS II
 JV3967
 JV3967.The horizontal coordinates were scaled from a topographic map and have
 JV3967.an estimated accuracy of +/- 6 seconds.
 JV3967
 JV3967.The orthometric height was determined by differential leveling
 JV3967.and adjusted by the National Geodetic Survey in June 1991..
 JV3967
 JV3967.The geoid height was determined by GEOID03.
 JV3967
 JV3967.The dynamic height is computed by dividing the NAVD 88
 JV3967.geopotential number by the normal gravity value computed on the
 JV3967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3967.degrees latitude (g = 980.6199 gals.).
 JV3967
 JV3967.The modeled gravity was interpolated from observed gravity values.
 JV3967
 JV3967;                    North         East    Units  Estimated Accuracy
 JV3967;SPC PA S     -    71,290.      610,250.      MT  (+/- 180 meters Scaled)
 JV3967
 JV3967                          SUPERSEDED SURVEY CONTROL
 JV3967
 JV3967.No superseded survey control is available for this station.
 JV3967
 JV3967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK754283(NAD 83)
 JV3967_MARKER: DB = BENCH MARK DISK
 JV3967_SETTING: 66 = SET IN ROCK OUTCROP
 JV3967_SP_SET: ROCK OUTCROP
 JV3967_STAMPING: G 365 1979
 JV3967_MARK LOGO: NGS   
 JV3967_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JV3967_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV3967+STABILITY: POSITION/ELEVATION WELL
 JV3967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV3967+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2006
 JV3967
 JV3967  HISTORY     - Date     Condition        Report By
 JV3967  HISTORY     - 1979     MONUMENTED       NGS
 JV3967  HISTORY     - 19931110 GOOD             NGS
 JV3967  HISTORY     - 20060719 GOOD             GEOCAC
 JV3967
 JV3967                          STATION DESCRIPTION
 JV3967
 JV3967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JV3967'3.6 MI NE FROM CHAMBERSBURG.
 JV3967'3.6 MILES NORTHEAST ALONG U.S HIGHWAY 11 FROM THE JUNCTION OF STATE
 JV3967'HIGHWAY 30 AND U.S. HIGHWAY 11 IN CHAMBERSBURG TO THE MARK ON THE
 JV3967'LEFT, SET IN FRONT OF A LARGE 1 STORY RED BRICK HOUSE, 116 FEET
 JV3967'NORTHEAST OF POWER POLE NUMBER 1857, 95 FEET SOUTHWEST OF POWER
 JV3967'POLE NUMBER 1856, 38 FEET NORTHWEST OF THE CENTER OF THE
 JV3967'TURNING LANE OF THE HIGHWAY, 34 FEET WEST OF HIGHWAY MARKER 2,35,
 JV3967'AND 15 FEET SOUTHWEST OF CENTER OF THE DRIVEWAY TO THE 1 STORY
 JV3967'RED BRICK HOUSE.
 JV3967'THE MARK IS 1 FT ABOVE HIGHWAY.
 JV3967
 JV3967                          STATION RECOVERY (1993)
 JV3967
 JV3967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 JV3967'RECOVERED IN GOOD CONDITION.
 JV3967
 JV3967                          STATION RECOVERY (2006)
 JV3967
 JV3967'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV3967'NOTE - ROCK OUTCROP IS FLUSH WITH GROUND SURFACE AND IS ABOUT 18 X 6
 JV3967'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3902 ***********************************************************************
 JV3902  DESIGNATION -  G 368
 JV3902  PID         -  JV3902
 JV3902  STATE/COUNTY-  PA/LANCASTER
 JV3902  USGS QUAD   -  WAKEFIELD (1976)
 JV3902
 JV3902                         *CURRENT SURVEY CONTROL
 JV3902  ___________________________________________________________________
 JV3902* NAD 83(1986)-  39 49 14.     (N)    076 11 58.     (W)     SCALED    
 JV3902* NAVD 88     -       189.761  (meters)     622.57   (feet)  ADJUSTED  
 JV3902  ___________________________________________________________________
 JV3902  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 JV3902  DYNAMIC HT  -         189.666 (meters)     622.26  (feet)  COMP
 JV3902  MODELED GRAV-     980,119.4   (mgal)                       NAVD 88
 JV3902
 JV3902  VERT ORDER  -  FIRST     CLASS II
 JV3902
 JV3902.The horizontal coordinates were scaled from a topographic map and have
 JV3902.an estimated accuracy of +/- 6 seconds.
 JV3902
 JV3902.The orthometric height was determined by differential leveling
 JV3902.and adjusted by the National Geodetic Survey in June 1991..
 JV3902
 JV3902.The geoid height was determined by GEOID03.
 JV3902
 JV3902.The dynamic height is computed by dividing the NAVD 88
 JV3902.geopotential number by the normal gravity value computed on the
 JV3902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3902.degrees latitude (g = 980.6199 gals.).
 JV3902
 JV3902.The modeled gravity was interpolated from observed gravity values.
 JV3902
 JV3902;                    North         East    Units  Estimated Accuracy
 JV3902;SPC PA S     -    55,260.      732,750.      MT  (+/- 180 meters Scaled)
 JV3902
 JV3902                          SUPERSEDED SURVEY CONTROL
 JV3902
 JV3902.No superseded survey control is available for this station.
 JV3902
 JV3902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK973085(NAD 83)
 JV3902_MARKER: DB = BENCH MARK DISK
 JV3902_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JV3902_SP_SET: STAINLESS STEEL ROD
 JV3902_STAMPING: G 368 1979
 JV3902_PROJECTION: FLUSH
 JV3902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3902_ROD/PIPE-DEPTH: 4.57 meters
 JV3902
 JV3902  HISTORY     - Date     Condition        Report By
 JV3902  HISTORY     - 1979     MONUMENTED       NGS
 JV3902
 JV3902                          STATION DESCRIPTION
 JV3902
 JV3902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JV3902'3.4 MI NORTH FROM WAKEFIELD.
 JV3902'3.45 MILES NORTH ALONG STATE HIGHWAY 272 FROM THE PEACH BOTTOM POST
 JV3902'OFFICE IN WAKEFIELD, 0.1 MILE SOUTH OF A PAVED ROAD LEADING WEST,
 JV3902'101 FEET SOUTH OF A DRIVEWAY LEADING WEST TO A WHITE HOUSE, 55 FEET
 JV3902'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 31 FEET WEST OF
 JV3902'THE CENTERLINE OF THE HIGHWAY, 5 FEET SOUTH OF A POWER POLE,
 JV3902'3 FEET SOUTH OF A CONCRETE CORNER POST OF A WOODEN FENCE, AND
 JV3902'1 FOOT EAST OF THE FENCE.
 JV3902'THE MARK IS 2 FT  N FROM A WITNESS POST.
 JV3902'THE MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2662 ***********************************************************************
 KW2662  DESIGNATION -  G 369
 KW2662  PID         -  KW2662
 KW2662  STATE/COUNTY-  PA/LANCASTER
 KW2662  USGS QUAD   -  YORK HAVEN (1990)
 KW2662
 KW2662                         *CURRENT SURVEY CONTROL
 KW2662  ___________________________________________________________________
 KW2662* NAD 83(1986)-  40 06 26.     (N)    076 41 03.     (W)     SCALED    
 KW2662* NAVD 88     -        84.772  (meters)     278.12   (feet)  ADJUSTED  
 KW2662  ___________________________________________________________________
 KW2662  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KW2662  DYNAMIC HT  -          84.727 (meters)     277.98  (feet)  COMP
 KW2662  MODELED GRAV-     980,100.0   (mgal)                       NAVD 88
 KW2662
 KW2662  VERT ORDER  -  FIRST     CLASS II
 KW2662
 KW2662.The horizontal coordinates were scaled from a topographic map and have
 KW2662.an estimated accuracy of +/- 6 seconds.
 KW2662
 KW2662.The orthometric height was determined by differential leveling
 KW2662.and adjusted by the National Geodetic Survey in June 1991..
 KW2662
 KW2662.The geoid height was determined by GEOID03.
 KW2662
 KW2662.The dynamic height is computed by dividing the NAVD 88
 KW2662.geopotential number by the normal gravity value computed on the
 KW2662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2662.degrees latitude (g = 980.6199 gals.).
 KW2662
 KW2662.The modeled gravity was interpolated from observed gravity values.
 KW2662
 KW2662;                    North         East    Units  Estimated Accuracy
 KW2662;SPC PA S     -    86,480.      690,870.      MT  (+/- 180 meters Scaled)
 KW2662
 KW2662                          SUPERSEDED SURVEY CONTROL
 KW2662
 KW2662.No superseded survey control is available for this station.
 KW2662
 KW2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK564410(NAD 83)
 KW2662_MARKER: DB = BENCH MARK DISK
 KW2662_SETTING: 66 = SET IN ROCK OUTCROP
 KW2662_SP_SET: ROCK OUTCROP
 KW2662_STAMPING: G 369 1979
 KW2662_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW2662+STABILITY: POSITION/ELEVATION WELL
 KW2662_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW2662+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2005
 KW2662
 KW2662  HISTORY     - Date     Condition        Report By
 KW2662  HISTORY     - 1979     MONUMENTED       NGS
 KW2662  HISTORY     - 20050109 GOOD             GEOCAC
 KW2662
 KW2662                          STATION DESCRIPTION
 KW2662
 KW2662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KW2662'1.4 MI NW FROM BAINBRIDGE.
 KW2662'1.4 MILE NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE CROSSING
 KW2662'OF RACE STREET AND THE RAILROAD AT BAINBRIDGE, 0.2 MILE NORTHWEST
 KW2662'OF A CREEK CROSSING UNDER TRACKS, 0.1 MILE SOUTHEAST OF A DIRT ROAD
 KW2662'LEADING NORTHEAST, IN BEDROCK AT ROCK CUT FOR TRACKS, 120.5 FEET
 KW2662'SOUTHEAST OF A TROLLY POLE, 72.8 FEET NORTH-NORTHEAST OF A WOOD
 KW2662'CABLE POLE, 44.6 FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT
 KW2662'2.5 FEET ABOVE GROUND.
 KW2662'THE MARK IS 0.5 FT BELOW TRACKS.
 KW2662
 KW2662                          STATION RECOVERY (2005)
 KW2662
 KW2662'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW2662'MARK IS CURRENTLY COVERED BY FALLEN TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2327 ***********************************************************************
 KW2327  DESIGNATION -  G 37
 KW2327  PID         -  KW2327
 KW2327  STATE/COUNTY-  PA/CENTRE
 KW2327  USGS QUAD   -  JULIAN (1994)
 KW2327
 KW2327                         *CURRENT SURVEY CONTROL
 KW2327  ___________________________________________________________________
 KW2327* NAD 83(1986)-  40 50 59.     (N)    077 53 51.     (W)     SCALED    
 KW2327* NAVD 88     -       307.597  (meters)    1009.17   (feet)  ADJUSTED  
 KW2327  ___________________________________________________________________
 KW2327  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KW2327  DYNAMIC HT  -         307.446 (meters)    1008.68  (feet)  COMP
 KW2327  MODELED GRAV-     980,125.5   (mgal)                       NAVD 88
 KW2327
 KW2327  VERT ORDER  -  SECOND    CLASS 0
 KW2327
 KW2327.The horizontal coordinates were scaled from a topographic map and have
 KW2327.an estimated accuracy of +/- 6 seconds.
 KW2327
 KW2327.The orthometric height was determined by differential leveling
 KW2327.and adjusted by the National Geodetic Survey in June 1991..
 KW2327
 KW2327.The geoid height was determined by GEOID03.
 KW2327
 KW2327.The dynamic height is computed by dividing the NAVD 88
 KW2327.geopotential number by the normal gravity value computed on the
 KW2327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2327.degrees latitude (g = 980.6199 gals.).
 KW2327
 KW2327.The modeled gravity was interpolated from observed gravity values.
 KW2327
 KW2327;                    North         East    Units  Estimated Accuracy
 KW2327;SPC PA N     -    75,870.      587,560.      MT  (+/- 180 meters Scaled)
 KW2327
 KW2327                          SUPERSEDED SURVEY CONTROL
 KW2327
 KW2327  NGVD 29 (??/??/??)  307.797  (m)         1009.83   (f) ADJUSTED    2 0
 KW2327
 KW2327.Superseded values are not recommended for survey control.
 KW2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2327.See file dsdata.txt to determine how the superseded data were derived.
 KW2327
 KW2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL557261(NAD 83)
 KW2327_MARKER: DB = BENCH MARK DISK
 KW2327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2327_STAMPING: G 37 1934
 KW2327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2327+STABILITY: SURFACE MOTION
 KW2327
 KW2327  HISTORY     - Date     Condition        Report By
 KW2327  HISTORY     - 1934     MONUMENTED       CGS
 KW2327  HISTORY     - 1961     MARK NOT FOUND   USGS
 KW2327  HISTORY     - 1979     GOOD             NGS
 KW2327
 KW2327                          STATION DESCRIPTION
 KW2327
 KW2327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW2327'9.7 MI NW FROM STATE COLLEGE.
 KW2327'ALONG THE BELLEFONTE CENTRAL RAILROAD, 220 FEET SOUTHWEST OF
 KW2327'THE CENTER OF THE CROSSING OF STATE HIGHWAY 550, 94 FEET SOUTH
 KW2327'OF MILEPOST 8, 13.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 4.3
 KW2327'FEET NORTHWEST OF THE FENCE LINE, AND SET IN THE TOP OF A CONCRETE
 KW2327'POST.
 KW2327
 KW2327                          STATION RECOVERY (1961)
 KW2327
 KW2327'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KW2327'MARK NOT FOUND.
 KW2327
 KW2327                          STATION RECOVERY (1979)
 KW2327
 KW2327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2327'THE MARK WAS FOUND IN GOOD CONDITION BELOW THREE INCHES OF MUD.
 KW2327'HOWEVER, THE RAILROAD TRACKS IN THE DESCRIPTION HAVE BEEN REMOVED,
 KW2327'AND THE ROUTING OF STATE HIGHWAY 550 IN THE AREA HAS BEEN CHANGED.
 KW2327'THE MARK IS ABOUT 15 FEET SOUTHEAST OF THE CENTER OF THE OLD RAILROAD
 KW2327'RIGHT-OF-WAY, 4.3 FEET NORTHWEST OF THE FENCE LINE, AND 220 FEET
 KW2327'SOUTHWEST OF THE INTERSECTION OF THE OLD RAILROAD RIGHT-OF-WAY AND
 KW2327'THE CENTERLINE OF AN ABANDONED PORTION OF STATE HIGHWAY 550, NEAR
 KW2327'WHERE IT CROSSES A WOODEN BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3363 ***********************************************************************
 KV3363  DESIGNATION -  G 371
 KV3363  PID         -  KV3363
 KV3363  STATE/COUNTY-  PA/NORTHAMPTON
 KV3363  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV3363
 KV3363                         *CURRENT SURVEY CONTROL
 KV3363  ___________________________________________________________________
 KV3363* NAD 83(1986)-  40 37 27.     (N)    075 25 14.     (W)     SCALED    
 KV3363* NAVD 88     -       108.550  (meters)     356.13   (feet)  ADJUSTED  
 KV3363  ___________________________________________________________________
 KV3363  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 KV3363  DYNAMIC HT  -         108.497 (meters)     355.96  (feet)  COMP
 KV3363  MODELED GRAV-     980,135.7   (mgal)                       NAVD 88
 KV3363
 KV3363  VERT ORDER  -  FIRST     CLASS II
 KV3363
 KV3363.The horizontal coordinates were scaled from a topographic map and have
 KV3363.an estimated accuracy of +/- 6 seconds.
 KV3363
 KV3363.The orthometric height was determined by differential leveling
 KV3363.and adjusted by the National Geodetic Survey in June 1991..
 KV3363
 KV3363.The geoid height was determined by GEOID03.
 KV3363
 KV3363.The dynamic height is computed by dividing the NAVD 88
 KV3363.geopotential number by the normal gravity value computed on the
 KV3363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3363.degrees latitude (g = 980.6199 gals.).
 KV3363
 KV3363.The modeled gravity was interpolated from observed gravity values.
 KV3363
 KV3363;                    North         East    Units  Estimated Accuracy
 KV3363;SPC PA S     -   145,930.      797,070.      MT  (+/- 180 meters Scaled)
 KV3363
 KV3363                          SUPERSEDED SURVEY CONTROL
 KV3363
 KV3363.No superseded survey control is available for this station.
 KV3363
 KV3363_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK644971(NAD 83)
 KV3363_MARKER: DB = BENCH MARK DISK
 KV3363_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV3363_SP_SET: FOUNDATION
 KV3363_STAMPING: G 371 1979
 KV3363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3363
 KV3363  HISTORY     - Date     Condition        Report By
 KV3363  HISTORY     - 1979     MONUMENTED       NGS
 KV3363  HISTORY     - 19940506 MARK NOT FOUND   USPSQD
 KV3363  HISTORY     - 20010331 GOOD             NGS
 KV3363
 KV3363                          STATION DESCRIPTION
 KV3363
 KV3363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3363'IN BETHLEHEM.
 KV3363'IN BETHLEHEM 1.05 MILES WEST ALONG BROAD STREET FROM THE JUNCTION OF
 KV3363'12TH AVENUE, AT THE REAR ENTRANCE IN THE FOUNDATION OF THE BETHLEHEM
 KV3363'STEET TRUCK SERVICE CENTER, 15 FEET SOUTHEAST OF THE CENTER OF A
 KV3363'METAL CATCH BASIN, 4.6 FEET WEST OF THE NORTHEAST CORNER OF THE
 KV3363'BUILDING, AT THE NORTHEAST BASE OF THE FOUNDATION OF THE BUILDING
 KV3363'AT THE LARGE OVERHEAD GARAGE DOOD.
 KV3363'THE MARK IS ABOVE LEVEL WITH WITH GARAGE FLOOR.
 KV3363
 KV3363                          STATION RECOVERY (1994)
 KV3363
 KV3363'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV3363'MARK NOT FOUND.
 KV3363
 KV3363                          STATION RECOVERY (2001)
 KV3363
 KV3363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV3363'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3390 ***********************************************************************
 KV3390  DESIGNATION -  G 372
 KV3390  PID         -  KV3390
 KV3390  STATE/COUNTY-  PA/BERKS
 KV3390  USGS QUAD   -  FLEETWOOD (1980)
 KV3390
 KV3390                         *CURRENT SURVEY CONTROL
 KV3390  ___________________________________________________________________
 KV3390* NAD 83(1986)-  40 26 39.     (N)    075 51 25.     (W)     SCALED    
 KV3390* NAVD 88     -       128.043  (meters)     420.09   (feet)  ADJUSTED  
 KV3390  ___________________________________________________________________
 KV3390  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 KV3390  DYNAMIC HT  -         127.977 (meters)     419.87  (feet)  COMP
 KV3390  MODELED GRAV-     980,108.9   (mgal)                       NAVD 88
 KV3390
 KV3390  VERT ORDER  -  FIRST     CLASS II
 KV3390
 KV3390.The horizontal coordinates were scaled from a topographic map and have
 KV3390.an estimated accuracy of +/- 6 seconds.
 KV3390
 KV3390.The orthometric height was determined by differential leveling
 KV3390.and adjusted by the National Geodetic Survey in June 1991..
 KV3390
 KV3390.The geoid height was determined by GEOID03.
 KV3390
 KV3390.The dynamic height is computed by dividing the NAVD 88
 KV3390.geopotential number by the normal gravity value computed on the
 KV3390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3390.degrees latitude (g = 980.6199 gals.).
 KV3390
 KV3390.The modeled gravity was interpolated from observed gravity values.
 KV3390
 KV3390;                    North         East    Units  Estimated Accuracy
 KV3390;SPC PA S     -   125,060.      760,580.      MT  (+/- 180 meters Scaled)
 KV3390
 KV3390                          SUPERSEDED SURVEY CONTROL
 KV3390
 KV3390.No superseded survey control is available for this station.
 KV3390
 KV3390_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK273774(NAD 83)
 KV3390_MARKER: DB = BENCH MARK DISK
 KV3390_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3390_SP_SET: STAINLESS STEEL ROD
 KV3390_STAMPING: G 372 1979
 KV3390_PROJECTION: RECESSED 10 CENTIMETERS
 KV3390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3390_ROD/PIPE-DEPTH: 3.05 meters
 KV3390
 KV3390  HISTORY     - Date     Condition        Report By
 KV3390  HISTORY     - 1979     MONUMENTED       NGS
 KV3390  HISTORY     - 20010331 GOOD             NGS
 KV3390  HISTORY     - 20011216 MARK NOT FOUND   USPSQD
 KV3390  HISTORY     - 20031229 MARK NOT FOUND   USPSQD
 KV3390  HISTORY     - 20050406 GOOD             GEOCAC
 KV3390
 KV3390                          STATION DESCRIPTION
 KV3390
 KV3390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3390'1.65 MI EAST FROM BLANDON.
 KV3390'1.65 MILES EAST ALONG PARK ROAD FROM THE JUNCTION OF STATE ROUTE 73
 KV3390'IN BLANDON TO THE MARK ON THERIGHT, 2.2 MILES WEST OF THE JUNCTION
 KV3390'OF STATE ROUTE 662 SOUTH IN FLEETWOOD, IN THE Y JUNCTION OF HILL
 KV3390'ROAD AND WALNUTOWN ROAD BETWEEN A SMALL BOX CULVERT AND POWER POLE
 KV3390'ME.G 108-1, 24 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 8 FEET WEST
 KV3390'OF THE CENTER OF THE CULVERT, 3 FEET EAST OF THE POWER POLE, ROD
 KV3390'DRIVEN TO REFUSAL.
 KV3390'THE MARK IS 1 FT  W FROM A WITNESS POST.
 KV3390'THE MARK IS 1 FT ABOVE ROAD.
 KV3390
 KV3390                          STATION RECOVERY (2001)
 KV3390
 KV3390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV3390'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV3390
 KV3390                          STATION RECOVERY (2001)
 KV3390
 KV3390'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV3390'MARK NOT FOUND.
 KV3390
 KV3390                          STATION RECOVERY (2003)
 KV3390
 KV3390'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEQ)
 KV3390'MARK NOT FOUND.
 KV3390
 KV3390                          STATION RECOVERY (2005)
 KV3390
 KV3390'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KV3390'STATION IS AS DESCRIBED IN 1979. IT IS LOCATED IN A 4 INCH PIPE
 KV3390'WITHOUT A CAP. PIPE IS BROKEN BUT MARK IS SOLID. MARK IS APPROX 6
 KV3390'INCHES BELOW LEVEL OF Y JUNCTION ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1611 ***********************************************************************
 KW1611  DESIGNATION -  G 38
 KW1611  PID         -  KW1611
 KW1611  STATE/COUNTY-  PA/UNION
 KW1611  USGS QUAD   -  WEIKERT (1973)
 KW1611
 KW1611                         *CURRENT SURVEY CONTROL
 KW1611  ___________________________________________________________________
 KW1611* NAD 83(1986)-  40 51 24.     (N)    077 17 41.     (W)     SCALED    
 KW1611* NAVD 88     -       221.712  (meters)     727.40   (feet)  ADJUSTED  
 KW1611  ___________________________________________________________________
 KW1611  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 KW1611  DYNAMIC HT  -         221.599 (meters)     727.03  (feet)  COMP
 KW1611  MODELED GRAV-     980,111.4   (mgal)                       NAVD 88
 KW1611
 KW1611  VERT ORDER  -  SECOND    CLASS 0
 KW1611
 KW1611.The horizontal coordinates were scaled from a topographic map and have
 KW1611.an estimated accuracy of +/- 6 seconds.
 KW1611
 KW1611.The orthometric height was determined by differential leveling
 KW1611.and adjusted by the National Geodetic Survey in June 1991..
 KW1611
 KW1611.The geoid height was determined by GEOID03.
 KW1611
 KW1611.The dynamic height is computed by dividing the NAVD 88
 KW1611.geopotential number by the normal gravity value computed on the
 KW1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1611.degrees latitude (g = 980.6199 gals.).
 KW1611
 KW1611.The modeled gravity was interpolated from observed gravity values.
 KW1611
 KW1611;                    North         East    Units  Estimated Accuracy
 KW1611;SPC PA N     -    76,730.      638,390.      MT  (+/- 180 meters Scaled)
 KW1611
 KW1611                          SUPERSEDED SURVEY CONTROL
 KW1611
 KW1611  NGVD 29 (??/??/??)  221.924  (m)          728.10   (f) ADJUSTED    2 0
 KW1611
 KW1611.Superseded values are not recommended for survey control.
 KW1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1611.See file dsdata.txt to determine how the superseded data were derived.
 KW1611
 KW1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL065253(NAD 83)
 KW1611_MARKER: DB = BENCH MARK DISK
 KW1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1611_STAMPING: G 38 1934
 KW1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1611+STABILITY: SURFACE MOTION
 KW1611
 KW1611  HISTORY     - Date     Condition        Report By
 KW1611  HISTORY     - 1934     MONUMENTED       CGS
 KW1611
 KW1611                          STATION DESCRIPTION
 KW1611
 KW1611'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1611'AT WEIKERT.
 KW1611'70 FEET WEST OF THE PENNSYLVANIA RAILROAD STATION, ABOUT 90
 KW1611'FEET WEST OF THE TOWNSHIP ROAD FILL APPROACH TO A BRIDGE,
 KW1611'ABOUT 50 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE KAROONDINHA
 KW1611'CABIN, ON CABIN PROPERTY, 35 FEET SOUTH OF THE SOUTH RAIL, AND
 KW1611'ABOUT 4 FEET LOWER THAN THE TOP OF THE RAIL.  SET IN THE TOP OF
 KW1611'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1672 ***********************************************************************
 KW1672  DESIGNATION -  G 39
 KW1672  PID         -  KW1672
 KW1672  STATE/COUNTY-  PA/SNYDER
 KW1672  USGS QUAD   -  MC CLURE (1978)
 KW1672
 KW1672                         *CURRENT SURVEY CONTROL
 KW1672  ___________________________________________________________________
 KW1672* NAD 83(1986)-  40 42 18.     (N)    077 19 00.     (W)     SCALED    
 KW1672* NAVD 88     -       213.885  (meters)     701.72   (feet)  ADJUSTED  
 KW1672  ___________________________________________________________________
 KW1672  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KW1672  DYNAMIC HT  -         213.783 (meters)     701.39  (feet)  COMP
 KW1672  MODELED GRAV-     980,143.4   (mgal)                       NAVD 88
 KW1672
 KW1672  VERT ORDER  -  SECOND    CLASS 0
 KW1672
 KW1672.The horizontal coordinates were scaled from a topographic map and have
 KW1672.an estimated accuracy of +/- 6 seconds.
 KW1672
 KW1672.The orthometric height was determined by differential leveling
 KW1672.and adjusted by the National Geodetic Survey in June 1991..
 KW1672
 KW1672.The geoid height was determined by GEOID03.
 KW1672
 KW1672.The dynamic height is computed by dividing the NAVD 88
 KW1672.geopotential number by the normal gravity value computed on the
 KW1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1672.degrees latitude (g = 980.6199 gals.).
 KW1672
 KW1672.The modeled gravity was interpolated from observed gravity values.
 KW1672
 KW1672;                    North         East    Units  Estimated Accuracy
 KW1672;SPC PA S     -   152,400.      636,620.      MT  (+/- 180 meters Scaled)
 KW1672
 KW1672                          SUPERSEDED SURVEY CONTROL
 KW1672
 KW1672  NGVD 29 (??/??/??)  214.104  (m)          702.44   (f) ADJUSTED    2 0
 KW1672
 KW1672.Superseded values are not recommended for survey control.
 KW1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1672.See file dsdata.txt to determine how the superseded data were derived.
 KW1672
 KW1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL042085(NAD 83)
 KW1672_MARKER: DB = BENCH MARK DISK
 KW1672_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1672_SP_SET: FOUNDATION
 KW1672_STAMPING: G 39 1934
 KW1672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1672
 KW1672  HISTORY     - Date     Condition        Report By
 KW1672  HISTORY     - 1934     MONUMENTED       CGS
 KW1672  HISTORY     - 1966     GOOD             CGS
 KW1672
 KW1672                          STATION DESCRIPTION
 KW1672
 KW1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1672'AT MC CLURE.
 KW1672'AT MC CLURE, 400 FEET WEST OF THE PENNSYLVANIA RAILROAD STATION,
 KW1672'AT THE WATER TANK, IN THE TOP OF THE NORTH SIDE OF THE NORTHWEST
 KW1672'CONCRETE FOUNDATION, 60 FEET SOUTH OF THE CENTER LINE OF THE
 KW1672'TRACK, AND LEVEL WITH THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1838 ***********************************************************************
 KW1838  DESIGNATION -  G 4
 KW1838  PID         -  KW1838
 KW1838  STATE/COUNTY-  PA/CUMBERLAND
 KW1838  USGS QUAD   -  MECHANICSBURG (1987)
 KW1838
 KW1838                         *CURRENT SURVEY CONTROL
 KW1838  ___________________________________________________________________
 KW1838* NAD 83(1992)-  40 13 33.53925(N)    077 04 37.95307(W)     ADJUSTED  
 KW1838* NAVD 88     -       134.736  (meters)     442.05   (feet)  ADJUSTED  
 KW1838  ___________________________________________________________________
 KW1838  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 KW1838  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 KW1838  DYNAMIC HT  -         134.668 (meters)     441.82  (feet)  COMP
 KW1838  MODELED GRAV-     980,120.0   (mgal)                       NAVD 88
 KW1838
 KW1838  HORZ ORDER  -  SECOND
 KW1838  VERT ORDER  -  FIRST     CLASS II
 KW1838
 KW1838.The horizontal coordinates were established by classical geodetic methods
 KW1838.and adjusted by the National Geodetic Survey in June 2002..
 KW1838
 KW1838.The orthometric height was determined by differential leveling
 KW1838.and adjusted by the National Geodetic Survey in June 1991..
 KW1838
 KW1838.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW1838
 KW1838.The geoid height was determined by GEOID03.
 KW1838
 KW1838.The dynamic height is computed by dividing the NAVD 88
 KW1838.geopotential number by the normal gravity value computed on the
 KW1838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1838.degrees latitude (g = 980.6199 gals.).
 KW1838
 KW1838.The modeled gravity was interpolated from observed gravity values.
 KW1838
 KW1838;                    North         East     Units Scale Factor Converg.
 KW1838;SPC PA S     -    99,333.106   657,259.928   MT  0.99996715   +0 26 11.4
 KW1838;SPC PA S     -   325,895.37  2,156,360.28   sFT  0.99996715   +0 26 11.4
 KW1838;UTM  18      - 4,454,909.023   323,269.430   MT  0.99998450   -1 20 30.5
 KW1838
 KW1838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW1838!SPC PA S     -   0.99998422  x   0.99996715  =   0.99995137
 KW1838!UTM  18      -   0.99998422  x   0.99998450  =   0.99996872
 KW1838
 KW1838:                Primary Azimuth Mark                     Grid Az
 KW1838:SPC PA S     -  SUNDAY                                   288 39 25.0
 KW1838:UTM  18      -  SUNDAY                                   290 26 06.9
 KW1838
 KW1838|---------------------------------------------------------------------|
 KW1838| PID    Reference Object                     Distance      Geod. Az  |
 KW1838|                                                           dddmmss.s |
 KW1838| KW1939 SUNDAY                              APPROX. 2.8 KM 2890536.4 |
 KW1838|---------------------------------------------------------------------|
 KW1838
 KW1838                          SUPERSEDED SURVEY CONTROL
 KW1838
 KW1838  NAD 83(1986)-  40 13 33.53478(N)    077 04 37.95355(W) AD(       ) 2
 KW1838  NAD 27      -  40 13 33.21450(N)    077 04 39.03600(W) AD(       ) 2
 KW1838  NGVD 29 (??/??/??)  134.948  (m)          442.74   (f) ADJUSTED    1 2
 KW1838
 KW1838.Superseded values are not recommended for survey control.
 KW1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1838.See file dsdata.txt to determine how the superseded data were derived.
 KW1838
 KW1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK2326954909(NAD 83)
 KW1838_MARKER: DB = BENCH MARK DISK
 KW1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1838_STAMPING: 442.742 G 4 1931
 KW1838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1838+STABILITY: SURFACE MOTION
 KW1838
 KW1838  HISTORY     - Date     Condition        Report By
 KW1838  HISTORY     - 1960     MONUMENTED       CGS
 KW1838  HISTORY     - 1960     GOOD             CGS
 KW1838  HISTORY     - 1965     GOOD             USN
 KW1838  HISTORY     - 1966     GOOD             CGS
 KW1838  HISTORY     - 1972     GOOD             NGS
 KW1838  HISTORY     - 20041129 MARK NOT FOUND   PADT
 KW1838
 KW1838                          STATION DESCRIPTION
 KW1838
 KW1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW1838'THE STATION IS LOCATED ABOUT 0.5 MILE SOUTH OF NEW KINGSTON, 0.06
 KW1838'MILE WEST OF COUNTY HIGHWAY 12012, ABOUT 200 FEET WEST-SOUTHWEST
 KW1838'OF A GRAIN ELEVATOR, 48.0 FEET SOUTH OF THE CENTERLINE OF AN
 KW1838'EAST-WEST GRAVEL ROAD, 25.0 FEET SOUTH OF THE SOUTH RAIL OF A
 KW1838'RAILROAD TRACK AND 4.6 FEET SOUTH OF A TELEPHONE POLE.
 KW1838'
 KW1838'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND COUNTY
 KW1838'HIGHWAY 12012 IN THE CENTER SECTION OF NEW KINGSTON, GO
 KW1838'SOUTH ON COUNTY HIGHWAY 12012 FOR 0.52 MILE TO A GRAVELED ROAD ON THE
 KW1838'RIGHT, WEST, SIDE OF THE HIGHWAY, JUST BEFORE REACHING A RAILROAD
 KW1838'CROSSING AND A GRAIN ELEVATOR.  TURN RIGHT AND GO WEST ON THE
 KW1838'GRAVELED ROAD FOR 0.06 MILE TO A TELEPHONE POLE AND STATION
 KW1838'ON THE LEFT.
 KW1838'
 KW1838'THE STATION MARK IS A STANDARD USC AND GS BENCH MARK DISK, STAMPED
 KW1838'442.742 G 4 1931, SET IN THE TOP OF A 8-INCH SQUARE
 KW1838'CONCRETE MONUMENT WHICH PROJECTS ABOUT 1 INCH ABOVE THE GROUND
 KW1838'SURFACE.
 KW1838'
 KW1838'THE MARK WAS USED AS A STATION FOR ELEVATION AND A TELLUROMETER
 KW1838'TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION KINGSTOWN
 KW1838'1942, BEING A DISTANCE OF 1611.395 METERS.
 KW1838'
 KW1838'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER
 KW1838
 KW1838                          STATION RECOVERY (1960)
 KW1838
 KW1838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KW1838'IN NEW KINGSTON.
 KW1838'AT NEW KINGSTON, CUMBERLAND COUNTY, 11-1/4 RAILS WEST OF THE
 KW1838'CENTER OF THE ROAD CROSSING IN FRONT OF THE PENNSYLVANIA RAILROAD
 KW1838'STATION, 7-1/2 RAILS EAST OF MILEPOST 12, JUST EAST OF A PRIVATE
 KW1838'ROAD CROSSING BEHIND THE STATION, AND 24.5 FEET SOUTH OF THE
 KW1838'SOUTH RAIL OF THE DOUBLE TRACK.  A STANDARD DISK, STAMPED 442.742
 KW1838'G 4 1931 AND SET IN THE TOP OF A CONCRETE POST.
 KW1838
 KW1838                          STATION RECOVERY (1965)
 KW1838
 KW1838'RECOVERY NOTE BY US NAVY 1965
 KW1838'STATION WAS RECOVERED.
 KW1838
 KW1838                          STATION RECOVERY (1966)
 KW1838
 KW1838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW1838'RECOVERED AS DESCRIBED BY J.C.C. IN 1960.
 KW1838'
 KW1838'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 0.5 MILE SOUTH OF
 KW1838'NEW KINGSTON.
 KW1838
 KW1838                          STATION RECOVERY (1972)
 KW1838
 KW1838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 KW1838'RECOVERED IN GOOD CONDITION.
 KW1838
 KW1838                          STATION RECOVERY (2004)
 KW1838
 KW1838'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (LJM)
 KW1838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0043 ***********************************************************************
 KW0043  DESIGNATION -  G 40
 KW0043  PID         -  KW0043
 KW0043  STATE/COUNTY-  PA/SCHUYLKILL
 KW0043  USGS QUAD   -  SHENANDOAH (1977)
 KW0043
 KW0043                         *CURRENT SURVEY CONTROL
 KW0043  ___________________________________________________________________
 KW0043* NAD 83(1986)-  40 48 48.     (N)    076 08 31.     (W)     SCALED    
 KW0043* NAVD 88     -       374.041  (meters)    1227.17   (feet)  ADJUSTED  
 KW0043  ___________________________________________________________________
 KW0043  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KW0043  DYNAMIC HT  -         373.851 (meters)    1226.54  (feet)  COMP
 KW0043  MODELED GRAV-     980,104.1   (mgal)                       NAVD 88
 KW0043
 KW0043  VERT ORDER  -  SECOND    CLASS 0
 KW0043
 KW0043.The horizontal coordinates were scaled from a topographic map and have
 KW0043.an estimated accuracy of +/- 6 seconds.
 KW0043
 KW0043.The orthometric height was determined by differential leveling
 KW0043.and adjusted by the National Geodetic Survey in June 1991..
 KW0043.WARNING-Repeat measurements at this control monument indicate possible
 KW0043.vertical movement.
 KW0043
 KW0043.The geoid height was determined by GEOID03.
 KW0043
 KW0043.The dynamic height is computed by dividing the NAVD 88
 KW0043.geopotential number by the normal gravity value computed on the
 KW0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0043.degrees latitude (g = 980.6199 gals.).
 KW0043
 KW0043.The modeled gravity was interpolated from observed gravity values.
 KW0043
 KW0043;                    North         East    Units  Estimated Accuracy
 KW0043;SPC PA S     -   165,570.      735,670.      MT  (+/- 180 meters Scaled)
 KW0043
 KW0043                          SUPERSEDED SURVEY CONTROL
 KW0043
 KW0043  NGVD 29 (??/??/??)  374.240  (m)         1227.82   (f) ADJUSTED    2 0
 KW0043
 KW0043.Superseded values are not recommended for survey control.
 KW0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0043.See file dsdata.txt to determine how the superseded data were derived.
 KW0043
 KW0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL036186(NAD 83)
 KW0043_MARKER: DB = BENCH MARK DISK
 KW0043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0043_SP_SET: BRIDGE
 KW0043_STAMPING: G 40 1934
 KW0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0043
 KW0043  HISTORY     - Date     Condition        Report By
 KW0043  HISTORY     - 1934     MONUMENTED       CGS
 KW0043  HISTORY     - 1959     GOOD             CGS
 KW0043  HISTORY     - 20060401 GOOD             PADT
 KW0043
 KW0043                          STATION DESCRIPTION
 KW0043
 KW0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0043'AT MAHANOY CITY.
 KW0043'AT MAHANOY CITY, SCHUYLKILL COUNTY, ABOUT 130 FEET NORTH OF THE
 KW0043'READING CO. RAILWAY STATION, AT BRIDGE 109/13, IN THE WEST END
 KW0043'OF THE NORTH BRIDGE SEAT, 16 FEET WEST OF THE CENTER LINE OF THE
 KW0043'SOUTH-BOUND TRACK, AND ABOUT 4 FEET LOWER THAN THE TOP OF THE
 KW0043'RAIL.  A STANDARD DISK, STAMPED G 40 1934.
 KW0043
 KW0043                          STATION RECOVERY (1959)
 KW0043
 KW0043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KW0043'RECOVERED IN GOOD CONDITION.
 KW0043
 KW0043                          STATION RECOVERY (2006)
 KW0043
 KW0043'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (SQ)
 KW0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2404 ***********************************************************************
 LY2404  DESIGNATION -  G 400
 LY2404  PID         -  LY2404
 LY2404  STATE/COUNTY-  PA/SUSQUEHANNA
 LY2404  USGS QUAD   -  SUSQUEHANNA (1994)
 LY2404
 LY2404                         *CURRENT SURVEY CONTROL
 LY2404  ___________________________________________________________________
 LY2404* NAD 83(1986)-  41 56 51.     (N)    075 37 19.     (W)     SCALED    
 LY2404* NAVD 88     -       322.576  (meters)    1058.32   (feet)  ADJUSTED  
 LY2404  ___________________________________________________________________
 LY2404  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 LY2404  DYNAMIC HT  -         322.456 (meters)    1057.92  (feet)  COMP
 LY2404  MODELED GRAV-     980,243.7   (mgal)                       NAVD 88
 LY2404
 LY2404  VERT ORDER  -  FIRST     CLASS II
 LY2404
 LY2404.The horizontal coordinates were scaled from a topographic map and have
 LY2404.an estimated accuracy of +/- 6 seconds.
 LY2404
 LY2404.The orthometric height was determined by differential leveling
 LY2404.and adjusted by the National Geodetic Survey in June 1991..
 LY2404
 LY2404.The geoid height was determined by GEOID03.
 LY2404
 LY2404.The dynamic height is computed by dividing the NAVD 88
 LY2404.geopotential number by the normal gravity value computed on the
 LY2404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2404.degrees latitude (g = 980.6199 gals.).
 LY2404
 LY2404.The modeled gravity was interpolated from observed gravity values.
 LY2404
 LY2404;                    North         East    Units  Estimated Accuracy
 LY2404;SPC PA N     -   199,940.      776,440.      MT  (+/- 180 meters Scaled)
 LY2404
 LY2404                          SUPERSEDED SURVEY CONTROL
 LY2404
 LY2404.No superseded survey control is available for this station.
 LY2404
 LY2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM484441(NAD 83)
 LY2404_MARKER: I = METAL ROD
 LY2404_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2404_SP_SET: STAINLESS STEEL ROD
 LY2404_STAMPING: G 400 1982
 LY2404_MARK LOGO: NGS   
 LY2404_PROJECTION: FLUSH
 LY2404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2404_ROD/PIPE-DEPTH: 6.86 meters
 LY2404
 LY2404  HISTORY     - Date     Condition        Report By
 LY2404  HISTORY     - 1982     MONUMENTED       NGS
 LY2404  HISTORY     - 19940916 MARK NOT FOUND   USGS
 LY2404
 LY2404                          STATION DESCRIPTION
 LY2404
 LY2404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2404'1.35 KM (0.85 MI) WEST FROM OAKLAND.
 LY2404'1.35 KM (0.85 MI) WEST ALONG STATE HIGHWAY 171 FROM THE JUNCTION OF
 LY2404'STATE HIGHWAY 92 IN OAKLAND, TO THE MARK ON THE LEFT, 5.40 METERS
 LY2404'(17.7 FT) SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 0.35 METER
 LY2404'(1.1 FT) SOUTH OF THE SOUTHEAST END OF A STEEL CABLE GUARDRAIL.
 LY2404'THE MARK IS 0.40 METERS  NE FROM A WITNESS POST.
 LY2404'THE MARK IS 0.15 M BELOW HIGHWAY.
 LY2404
 LY2404                          STATION RECOVERY (1994)
 LY2404
 LY2404'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (DH)
 LY2404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1782 ***********************************************************************
 KX1782  DESIGNATION -  G 401
 KX1782  PID         -  KX1782
 KX1782  STATE/COUNTY-  PA/ARMSTRONG
 KX1782  USGS QUAD   -  MOSGROVE (1993)
 KX1782
 KX1782                         *CURRENT SURVEY CONTROL
 KX1782  ___________________________________________________________________
 KX1782* NAD 83(1986)-  40 49 39.     (N)    079 28 48.     (W)     SCALED    
 KX1782* NAVD 88     -       344.818  (meters)    1131.29   (feet)  ADJUSTED  
 KX1782  ___________________________________________________________________
 KX1782  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KX1782  DYNAMIC HT  -         344.651 (meters)    1130.74  (feet)  COMP
 KX1782  MODELED GRAV-     980,129.2   (mgal)                       NAVD 88
 KX1782
 KX1782  VERT ORDER  -  FIRST     CLASS II
 KX1782
 KX1782.The horizontal coordinates were scaled from a topographic map and have
 KX1782.an estimated accuracy of +/- 6 seconds.
 KX1782
 KX1782.The orthometric height was determined by differential leveling
 KX1782.and adjusted by the National Geodetic Survey in June 1991..
 KX1782
 KX1782.The geoid height was determined by GEOID03.
 KX1782
 KX1782.The dynamic height is computed by dividing the NAVD 88
 KX1782.geopotential number by the normal gravity value computed on the
 KX1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1782.degrees latitude (g = 980.6199 gals.).
 KX1782
 KX1782.The modeled gravity was interpolated from observed gravity values.
 KX1782
 KX1782;                    North         East    Units  Estimated Accuracy
 KX1782;SPC PA S     -   167,340.      454,080.      MT  (+/- 180 meters Scaled)
 KX1782
 KX1782                          SUPERSEDED SURVEY CONTROL
 KX1782
 KX1782  NGVD 29 (06/03/92)  344.999  (m)         1131.88   (f) ADJUSTED    1 2
 KX1782
 KX1782.Superseded values are not recommended for survey control.
 KX1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1782.See file dsdata.txt to determine how the superseded data were derived.
 KX1782
 KX1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF281207(NAD 83)
 KX1782_MARKER: I = METAL ROD
 KX1782_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KX1782_SP_SET: STAINLESS STEEL ROD
 KX1782_STAMPING: G 401 1982
 KX1782_MARK LOGO: NGS   
 KX1782_PROJECTION: FLUSH
 KX1782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1782_ROD/PIPE-DEPTH: 3.6  meters
 KX1782
 KX1782  HISTORY     - Date     Condition        Report By
 KX1782  HISTORY     - 1982     MONUMENTED       NGS
 KX1782
 KX1782                          STATION DESCRIPTION
 KX1782
 KX1782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1782'3.1 KM (1.95 MI) NE FROM SUNNYSIDE.
 KX1782'1.8 KM (1.1 MI) WEST ALONG STATE HIGHWAY 85 FROM THE WEST END OF THE
 KX1782'HIGHWAY BRIDGE OVER COWANSHANNOCK CREEK IN SUNNYSIDE, THENCE 1.4 KM
 KX1782'(0.85 MI) NORTHEAST ALONG STATE HIGHWAYS 28 AND 66 TO THE MARK ON THE
 KX1782'RIGHT BETWEEN POWER POLE 26 AND ITS GUY WIRE, 18.59 METERS (61.0 FT)
 KX1782'NORTHEAST OF HIGHWAY MARKER NO. 0-50, 7.01 METERS (23.0 FT) SOUTHEAST
 KX1782'OF THE CENTER OF THE HIGHWAY, 0.61 METERS (2.0 FT) SOUTHEAST OF POWER
 KX1782'POLE 26, AND 0.61 METERS (2.0 FT) NORTHWEST OF THE GUY WIRE OF POWER
 KX1782'POLE 26.  NOTE, SEVERAL ATTEMPTS MADE TO DRIVE THE ROD IN THE AREA,
 KX1782'DRIVEN TO REFUSAL AT 3.6 METERS (11.8 FT).
 KX1782'THE MARK IS 0.55 METERS  NE FROM A WITNESS POST.
 KX1782'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1816 ***********************************************************************
 KX1816  DESIGNATION -  G 402
 KX1816  PID         -  KX1816
 KX1816  STATE/COUNTY-  PA/INDIANA
 KX1816  USGS QUAD   -  PLUMVILLE (1977)
 KX1816
 KX1816                         *CURRENT SURVEY CONTROL
 KX1816  ___________________________________________________________________
 KX1816* NAD 83(1986)-  40 47 49.     (N)    079 12 47.     (W)     SCALED    
 KX1816* NAVD 88     -       405.421  (meters)    1330.12   (feet)  ADJUSTED  
 KX1816  ___________________________________________________________________
 KX1816  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KX1816  DYNAMIC HT  -         405.221 (meters)    1329.46  (feet)  COMP
 KX1816  MODELED GRAV-     980,119.3   (mgal)                       NAVD 88
 KX1816
 KX1816  VERT ORDER  -  FIRST     CLASS II
 KX1816
 KX1816.The horizontal coordinates were scaled from a topographic map and have
 KX1816.an estimated accuracy of +/- 6 seconds.
 KX1816
 KX1816.The orthometric height was determined by differential leveling
 KX1816.and adjusted by the National Geodetic Survey in June 1991..
 KX1816
 KX1816.The geoid height was determined by GEOID03.
 KX1816
 KX1816.The dynamic height is computed by dividing the NAVD 88
 KX1816.geopotential number by the normal gravity value computed on the
 KX1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1816.degrees latitude (g = 980.6199 gals.).
 KX1816
 KX1816.The modeled gravity was interpolated from observed gravity values.
 KX1816
 KX1816;                    North         East    Units  Estimated Accuracy
 KX1816;SPC PA S     -   163,540.      476,540.      MT  (+/- 180 meters Scaled)
 KX1816
 KX1816                          SUPERSEDED SURVEY CONTROL
 KX1816
 KX1816  NGVD 29 (06/03/92)  405.595  (m)         1330.69   (f) ADJUSTED    1 2
 KX1816
 KX1816.Superseded values are not recommended for survey control.
 KX1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1816.See file dsdata.txt to determine how the superseded data were derived.
 KX1816
 KX1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF507177(NAD 83)
 KX1816_MARKER: I = METAL ROD
 KX1816_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KX1816_SP_SET: STAINLESS STEEL ROD
 KX1816_STAMPING: G 402 1982
 KX1816_MARK LOGO: NGS   
 KX1816_PROJECTION: FLUSH
 KX1816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1816_ROD/PIPE-DEPTH: 6.1  meters
 KX1816
 KX1816  HISTORY     - Date     Condition        Report By
 KX1816  HISTORY     - 1982     MONUMENTED       NGS
 KX1816
 KX1816                          STATION DESCRIPTION
 KX1816
 KX1816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1816'5.0 KM (3.1 MI) WEST FROM PLUMVILLE.
 KX1816'5.0 KM (3.1 MI) WEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF STATE
 KX1816'HIGHWAY 210 NORTH IN PLUMVILLE, TO THE MARK ON THE RIGHT, AT A
 KX1816'TELEPHONE POLE, JUST BEFORE REACHING TOP OF A HILL, 8.5 METERS
 KX1816'(28.0 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY, 4.1 METERS (13.5 FT)
 KX1816'NORTH OF THE NORTHWEST END OF A GUARD RAIL, AND 0.61 METERS (2.0 FT)
 KX1816'NORTHWEST OF A TELEPHONE POLE WITH A CROSS.
 KX1816'THE MARK IS 1.30 METERS  SSE FROM A WITNESS POST.
 KX1816'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1851 ***********************************************************************
 KX1851  DESIGNATION -  G 403
 KX1851  PID         -  KX1851
 KX1851  STATE/COUNTY-  PA/JEFFERSON
 KX1851  USGS QUAD   -  PUNXSUTAWNEY (1994)
 KX1851
 KX1851                         *CURRENT SURVEY CONTROL
 KX1851  ___________________________________________________________________
 KX1851* NAD 83(1986)-  40 57 08.     (N)    078 56 45.     (W)     SCALED    
 KX1851* NAVD 88     -       391.107  (meters)    1283.16   (feet)  ADJUSTED  
 KX1851  ___________________________________________________________________
 KX1851  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KX1851  DYNAMIC HT  -         390.916 (meters)    1282.53  (feet)  COMP
 KX1851  MODELED GRAV-     980,123.9   (mgal)                       NAVD 88
 KX1851
 KX1851  VERT ORDER  -  FIRST     CLASS II
 KX1851
 KX1851.The horizontal coordinates were scaled from a topographic map and have
 KX1851.an estimated accuracy of +/- 6 seconds.
 KX1851
 KX1851.The orthometric height was determined by differential leveling
 KX1851.and adjusted by the National Geodetic Survey in June 1991..
 KX1851
 KX1851.The geoid height was determined by GEOID03.
 KX1851
 KX1851.The dynamic height is computed by dividing the NAVD 88
 KX1851.geopotential number by the normal gravity value computed on the
 KX1851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1851.degrees latitude (g = 980.6199 gals.).
 KX1851
 KX1851.The modeled gravity was interpolated from observed gravity values.
 KX1851
 KX1851;                    North         East    Units  Estimated Accuracy
 KX1851;SPC PA N     -    87,930.      499,320.      MT  (+/- 180 meters Scaled)
 KX1851
 KX1851                          SUPERSEDED SURVEY CONTROL
 KX1851
 KX1851  NGVD 29 (06/03/92)  391.267  (m)         1283.68   (f) ADJUSTED    1 2
 KX1851
 KX1851.Superseded values are not recommended for survey control.
 KX1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1851.See file dsdata.txt to determine how the superseded data were derived.
 KX1851
 KX1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF728354(NAD 83)
 KX1851_MARKER: I = METAL ROD
 KX1851_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KX1851_SP_SET: STAINLESS STEEL ROD
 KX1851_STAMPING: G 403 1982
 KX1851_MARK LOGO: NGS   
 KX1851_PROJECTION: FLUSH
 KX1851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1851_ROD/PIPE-DEPTH: 6.00 meters
 KX1851
 KX1851  HISTORY     - Date     Condition        Report By
 KX1851  HISTORY     - 1982     MONUMENTED       NGS
 KX1851
 KX1851                          STATION DESCRIPTION
 KX1851
 KX1851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1851'2.2 KM (1.4 MI) NE FROM PUNXSUTAWNEY.
 KX1851'2.2 KM (1.4 MI) NORTHEAST ALONG U.S. HIGHWAY 119 NORTH FROM THE
 KX1851'CIVIC CENTER AND MUNICIPAL COMPLEX IN PUNXSUTAWNEY TO THE MARK ON THE
 KX1851'RIGHT AT THE END OF A GUARD RAIL.  6.8 METERS (22.5 FT) SOUTH OF THE
 KX1851'CENTERLINE OF U.S. HIGHWAY 119, 4.1 METERS (13.5 FT) EAST OF THE
 KX1851'GUARD RAIL, 1.6 METERS (5.5 FT) WEST OF THE POWER POLE WITH A GUY
 KX1851'WIRE.
 KX1851'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1890 ***********************************************************************
 KX1890  DESIGNATION -  G 404
 KX1890  PID         -  KX1890
 KX1890  STATE/COUNTY-  PA/ARMSTRONG
 KX1890  USGS QUAD   -  KITTANNING (1993)
 KX1890
 KX1890                         *CURRENT SURVEY CONTROL
 KX1890  ___________________________________________________________________
 KX1890* NAD 83(1986)-  40 52 24.     (N)    079 34 59.     (W)     SCALED    
 KX1890* NAVD 88     -       352.338  (meters)    1155.96   (feet)  ADJUSTED  
 KX1890  ___________________________________________________________________
 KX1890  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KX1890  DYNAMIC HT  -         352.165 (meters)    1155.39  (feet)  COMP
 KX1890  MODELED GRAV-     980,121.4   (mgal)                       NAVD 88
 KX1890
 KX1890  VERT ORDER  -  FIRST     CLASS II
 KX1890
 KX1890.The horizontal coordinates were scaled from a topographic map and have
 KX1890.an estimated accuracy of +/- 6 seconds.
 KX1890
 KX1890.The orthometric height was determined by differential leveling
 KX1890.and adjusted by the National Geodetic Survey in June 1991..
 KX1890
 KX1890.The geoid height was determined by GEOID03.
 KX1890
 KX1890.The dynamic height is computed by dividing the NAVD 88
 KX1890.geopotential number by the normal gravity value computed on the
 KX1890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1890.degrees latitude (g = 980.6199 gals.).
 KX1890
 KX1890.The modeled gravity was interpolated from observed gravity values.
 KX1890
 KX1890;                    North         East    Units  Estimated Accuracy
 KX1890;SPC PA S     -   172,600.      445,490.      MT  (+/- 180 meters Scaled)
 KX1890
 KX1890                          SUPERSEDED SURVEY CONTROL
 KX1890
 KX1890  NGVD 29 (06/03/92)  352.512  (m)         1156.53   (f) ADJUSTED    1 2
 KX1890
 KX1890.Superseded values are not recommended for survey control.
 KX1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1890.See file dsdata.txt to determine how the superseded data were derived.
 KX1890
 KX1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF193256(NAD 83)
 KX1890_MARKER: I = METAL ROD
 KX1890_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KX1890_SP_SET: STAINLESS STEEL ROD
 KX1890_STAMPING: G 404 1982
 KX1890_MARK LOGO: NGS   
 KX1890_PROJECTION: FLUSH
 KX1890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1890_ROD/PIPE-DEPTH: 2.7  meters
 KX1890
 KX1890  HISTORY     - Date     Condition        Report By
 KX1890  HISTORY     - 1982     MONUMENTED       NGS
 KX1890
 KX1890                          STATION DESCRIPTION
 KX1890
 KX1890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1890'1.7 KM (1.1 MI) SOUTH FROM COWANSVILLE.
 KX1890'1.7 KM (1.1 MI) FROM POST OFFICE IN COWANSVILLE, SOUTH ALONG STATE
 KX1890'HIGHWAY 268 TO MARK ON THE LEFT AT POWER POLE NO. 118.  IT IS
 KX1890'6.7 METERS (22.0 FT) SOUTHEAST OF CENTERLINE OF STATE HIGHWAY 268,
 KX1890'27.2 METERS (89.0 FT) NORTHEAST FROM POWER POLE NO. 118, 9.5 METERS
 KX1890'(31 FT) SOUTHWEST OF DRIVEWAY LEADING TO HOUSE AND 0.7 METER (2.5
 KX1890'FT) SOUTH FROM POWER POLE WITH TRANSFORMER.
 KX1890'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0151 ***********************************************************************
 ND0151  DESIGNATION -  G 405
 ND0151  PID         -  ND0151
 ND0151  STATE/COUNTY-  PA/ERIE
 ND0151  USGS QUAD   -  ERIE SOUTH (1996)
 ND0151
 ND0151                         *CURRENT SURVEY CONTROL
 ND0151  ___________________________________________________________________
 ND0151* NAD 83(1986)-  42 04 10.     (N)    080 02 26.     (W)     SCALED    
 ND0151* NAVD 88     -       330.244  (meters)    1083.48   (feet)  ADJUSTED  
 ND0151  ___________________________________________________________________
 ND0151  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 ND0151  DYNAMIC HT  -         330.119 (meters)    1083.07  (feet)  COMP
 ND0151  MODELED GRAV-     980,234.4   (mgal)                       NAVD 88
 ND0151
 ND0151  VERT ORDER  -  FIRST     CLASS II
 ND0151
 ND0151.The horizontal coordinates were scaled from a topographic map and have
 ND0151.an estimated accuracy of +/- 6 seconds.
 ND0151
 ND0151.The orthometric height was determined by differential leveling
 ND0151.and adjusted by the National Geodetic Survey in June 1991..
 ND0151
 ND0151.The geoid height was determined by GEOID03.
 ND0151
 ND0151.The dynamic height is computed by dividing the NAVD 88
 ND0151.geopotential number by the normal gravity value computed on the
 ND0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0151.degrees latitude (g = 980.6199 gals.).
 ND0151
 ND0151.The modeled gravity was interpolated from observed gravity values.
 ND0151
 ND0151;                    North         East    Units  Estimated Accuracy
 ND0151;SPC PA N     -   213,830.      410,450.      MT  (+/- 180 meters Scaled)
 ND0151
 ND0151                          SUPERSEDED SURVEY CONTROL
 ND0151
 ND0151  NGVD 29 (06/03/92)  330.416  (m)         1084.04   (f) ADJUSTED    1 2
 ND0151
 ND0151.Superseded values are not recommended for survey control.
 ND0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0151.See file dsdata.txt to determine how the superseded data were derived.
 ND0151
 ND0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG793579(NAD 83)
 ND0151_MARKER: DB = BENCH MARK DISK
 ND0151_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 ND0151_SP_SET: CONCRETE SUPPORT
 ND0151_STAMPING: G 405 1982
 ND0151_MARK LOGO: NGS   
 ND0151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ND0151+STABILITY: POSITION/ELEVATION WELL
 ND0151
 ND0151  HISTORY     - Date     Condition        Report By
 ND0151  HISTORY     - 1982     MONUMENTED       NGS
 ND0151
 ND0151                          STATION DESCRIPTION
 ND0151
 ND0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ND0151'5.6 KM (3.5 MI) SE FROM ERIE.
 ND0151'5.6 KM (3.50 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 97 (OLD FRENCH
 ND0151'ROAD) TO THE JUNCTION OF INTERSTATE HIGHWAY 90 AND THE MARK IN THE
 ND0151'SOUTHERN MOST CONCRETE SUPPORT OF THE EAST BOUND LANES OF INTERSTATE
 ND0151'HIGHWAY 90 EAST, 7.6 METERS (25.0 FT) SOUTHWEST OF THE
 ND0151'NORTHERN MOST CONCRETE SUPPORT OF THE EAST BOUND LANES OF INTERSTATE
 ND0151'HIGHWAY 90 AND 6.3 METERS (20.8 FT) WEST OF THE CENTERLINE OF THE
 ND0151'SOUTH BOUND LANE ON STATE HIGHWAY 97.
 ND0151'THE MARK IS 0.9 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1774 ***********************************************************************
 MB1774  DESIGNATION -  G 406
 MB1774  PID         -  MB1774
 MB1774  STATE/COUNTY-  PA/CRAWFORD
 MB1774  USGS QUAD   -  CAMBRIDGE SPRINGS (1975)
 MB1774
 MB1774                         *CURRENT SURVEY CONTROL
 MB1774  ___________________________________________________________________
 MB1774* NAD 83(1986)-  41 47 37.     (N)    080 05 07.     (W)     SCALED    
 MB1774* NAVD 88     -       359.338  (meters)    1178.93   (feet)  ADJUSTED  
 MB1774  ___________________________________________________________________
 MB1774  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 MB1774  DYNAMIC HT  -         359.190 (meters)    1178.44  (feet)  COMP
 MB1774  MODELED GRAV-     980,200.9   (mgal)                       NAVD 88
 MB1774
 MB1774  VERT ORDER  -  FIRST     CLASS II
 MB1774
 MB1774.The horizontal coordinates were scaled from a topographic map and have
 MB1774.an estimated accuracy of +/- 6 seconds.
 MB1774
 MB1774.The orthometric height was determined by differential leveling
 MB1774.and adjusted by the National Geodetic Survey in June 1991..
 MB1774
 MB1774.The geoid height was determined by GEOID03.
 MB1774
 MB1774.The dynamic height is computed by dividing the NAVD 88
 MB1774.geopotential number by the normal gravity value computed on the
 MB1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1774.degrees latitude (g = 980.6199 gals.).
 MB1774
 MB1774.The modeled gravity was interpolated from observed gravity values.
 MB1774
 MB1774;                    North         East    Units  Estimated Accuracy
 MB1774;SPC PA N     -   183,300.      405,920.      MT  (+/- 180 meters Scaled)
 MB1774
 MB1774                          SUPERSEDED SURVEY CONTROL
 MB1774
 MB1774  NGVD 29 (06/03/92)  359.493  (m)         1179.44   (f) ADJUSTED    1 2
 MB1774
 MB1774.Superseded values are not recommended for survey control.
 MB1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1774.See file dsdata.txt to determine how the superseded data were derived.
 MB1774
 MB1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG760272(NAD 83)
 MB1774_MARKER: I = METAL ROD
 MB1774_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1774_SP_SET: STAINLESS STEEL ROD
 MB1774_STAMPING: G 406 1982
 MB1774_MARK LOGO: NGS   
 MB1774_PROJECTION: FLUSH
 MB1774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1774_ROD/PIPE-DEPTH: 6.7  meters
 MB1774
 MB1774  HISTORY     - Date     Condition        Report By
 MB1774  HISTORY     - 1982     MONUMENTED       NGS
 MB1774
 MB1774                          STATION DESCRIPTION
 MB1774
 MB1774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MB1774'2.6 KM (1.65 MI) SW FROM CAMBRIDGE SPRINGS.
 MB1774'2.6 KM (1.65 MI) SOUTHWEST ALONG U.S. HIGHWAY 19 FROM THE BRIDGE OVER
 MB1774'FRENCH CREEK IN CAMBRIDGE SPRINGS TO THE MARK ON THE RIGHT AT POWER
 MB1774'POLE NO. 3578, 28.9 METERS (95.0 FT) NORHTWEST OF THE
 MB1774'CENTERLINE OF U.S. HIGHWAY 19, 18.5 METERS (61.0 FT) WEST OF A POWER
 MB1774'POLE WITH TWO TRANSFORMERS, 10.3 METERS (34.0 FT) NORTH OF CENTER OF
 MB1774'DRIVEWAY AND 0.3 METER (1.0 FT) EAST OF POWER POLE NO. 3578.
 MB1774'THE MARK IS 1.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1790 ***********************************************************************
 MA1790  DESIGNATION -  G 407
 MA1790  PID         -  MA1790
 MA1790  STATE/COUNTY-  PA/VENANGO
 MA1790  USGS QUAD   -  EMLENTON (1979)
 MA1790
 MA1790                         *CURRENT SURVEY CONTROL
 MA1790  ___________________________________________________________________
 MA1790* NAD 83(1986)-  41 12 03.     (N)    079 42 20.     (W)     SCALED    
 MA1790* NAVD 88     -       394.426  (meters)    1294.05   (feet)  ADJUSTED  
 MA1790  ___________________________________________________________________
 MA1790  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 MA1790  DYNAMIC HT  -         394.248 (meters)    1293.46  (feet)  COMP
 MA1790  MODELED GRAV-     980,159.9   (mgal)                       NAVD 88
 MA1790
 MA1790  VERT ORDER  -  FIRST     CLASS II
 MA1790
 MA1790.The horizontal coordinates were scaled from a topographic map and have
 MA1790.an estimated accuracy of +/- 6 seconds.
 MA1790
 MA1790.The orthometric height was determined by differential leveling
 MA1790.and adjusted by the National Geodetic Survey in June 1991..
 MA1790
 MA1790.The geoid height was determined by GEOID03.
 MA1790
 MA1790.The dynamic height is computed by dividing the NAVD 88
 MA1790.geopotential number by the normal gravity value computed on the
 MA1790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1790.degrees latitude (g = 980.6199 gals.).
 MA1790
 MA1790.The modeled gravity was interpolated from observed gravity values.
 MA1790
 MA1790;                    North         East    Units  Estimated Accuracy
 MA1790;SPC PA N     -   116,700.      435,990.      MT  (+/- 180 meters Scaled)
 MA1790
 MA1790                          SUPERSEDED SURVEY CONTROL
 MA1790
 MA1790  NGVD 29 (06/03/92)  394.600  (m)         1294.62   (f) ADJUSTED    1 2
 MA1790
 MA1790.Superseded values are not recommended for survey control.
 MA1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1790.See file dsdata.txt to determine how the superseded data were derived.
 MA1790
 MA1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF085618(NAD 83)
 MA1790_MARKER: DB = BENCH MARK DISK
 MA1790_SETTING: 80 = SET IN A BOULDER
 MA1790_SP_SET: BOULDER
 MA1790_STAMPING: G 407 1982
 MA1790_MARK LOGO: NGS   
 MA1790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1790+STABILITY: SURFACE MOTION
 MA1790
 MA1790  HISTORY     - Date     Condition        Report By
 MA1790  HISTORY     - 1982     MONUMENTED       NGS
 MA1790
 MA1790                          STATION DESCRIPTION
 MA1790
 MA1790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MA1790'2.4 KM (1.5 MI) WEST FROM EMLENTON.
 MA1790'0.5 KM (0.3 MI) EAST ALONG STATE HIGHWAY 38 FROM THE BRIDGE OVER THE
 MA1790'ALLEGHENY RIVER IN EMLENTON.  THENCE 1.3 KM (0.8 MI) NORTHWEST ALONG
 MA1790'KERR AVENUE.  THENCE 2.1 KM (1.3 MI) NORTH ALONG DOTTER ROAD TO THE
 MA1790'MARK ON THE RIGHT AND 0.3 KM (0.2 MI) NORTH TO A SIDE ROAD RIGHT.
 MA1790'33.8 METERS (111.0 FT) NORTH-NORTHEAST FROM THE CENTER OF DOTTER
 MA1790'ROAD, 1.8 METERS (6.0 FT) NORTH OF A 24 INCH OAK TREE.
 MA1790'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 MA1790'THE MARK IS 2.7 M ABOVE THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1817 ***********************************************************************
 MA1817  DESIGNATION -  G 408
 MA1817  PID         -  MA1817
 MA1817  STATE/COUNTY-  PA/VENANGO
 MA1817  USGS QUAD   -  UTICA (1977)
 MA1817
 MA1817                         *CURRENT SURVEY CONTROL
 MA1817  ___________________________________________________________________
 MA1817* NAD 83(1986)-  41 26 13.     (N)    079 52 55.     (W)     SCALED    
 MA1817* NAVD 88     -       328.054  (meters)    1076.29   (feet)  ADJUSTED  
 MA1817  ___________________________________________________________________
 MA1817  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 MA1817  DYNAMIC HT  -         327.913 (meters)    1075.83  (feet)  COMP
 MA1817  MODELED GRAV-     980,183.2   (mgal)                       NAVD 88
 MA1817
 MA1817  VERT ORDER  -  FIRST     CLASS II
 MA1817
 MA1817.The horizontal coordinates were scaled from a topographic map and have
 MA1817.an estimated accuracy of +/- 6 seconds.
 MA1817
 MA1817.The orthometric height was determined by differential leveling
 MA1817.and adjusted by the National Geodetic Survey in June 1991..
 MA1817
 MA1817.The geoid height was determined by GEOID03.
 MA1817
 MA1817.The dynamic height is computed by dividing the NAVD 88
 MA1817.geopotential number by the normal gravity value computed on the
 MA1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1817.degrees latitude (g = 980.6199 gals.).
 MA1817
 MA1817.The modeled gravity was interpolated from observed gravity values.
 MA1817
 MA1817;                    North         East    Units  Estimated Accuracy
 MA1817;SPC PA N     -   143,260.      421,840.      MT  (+/- 180 meters Scaled)
 MA1817
 MA1817                          SUPERSEDED SURVEY CONTROL
 MA1817
 MA1817  NGVD 29 (06/03/92)  328.210  (m)         1076.80   (f) ADJUSTED    1 2
 MA1817
 MA1817.Superseded values are not recommended for survey control.
 MA1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1817.See file dsdata.txt to determine how the superseded data were derived.
 MA1817
 MA1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF934878(NAD 83)
 MA1817_MARKER: B = BOLT
 MA1817_SETTING: 80 = SET IN A BOULDER
 MA1817_SP_SET: BOULDER
 MA1817_STAMPING: G 408 1982
 MA1817_MARK LOGO: NGS   
 MA1817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1817+STABILITY: SURFACE MOTION
 MA1817
 MA1817  HISTORY     - Date     Condition        Report By
 MA1817  HISTORY     - 1982     MONUMENTED       NGS
 MA1817
 MA1817                          STATION DESCRIPTION
 MA1817
 MA1817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MA1817'1.8 KM (1.1 MI) SE FROM WYATTVILLE.
 MA1817'1.8 KM (1.1 MI) SOUTHWEST ALONG U.S. HIGHWAY 327 FROM
 MA1817'THE JUNCTION OF STATE HIGHWAY 427 IN WYATTVILLE TO THE
 MA1817'MARK ON THE LEFT AT A FORK LEFT, 26.2 METERS (86.0 FT)
 MA1817'NORTHEAST OF THE CENTER OF THE HIGHWAY, 13.4 METERS
 MA1817'(44.0 FT) NORTHEAST OF A PAVED ROAD, 1.5 METERS (5.0 FT)
 MA1817'SOUTHEAST OF A 12-INCH OAK TREE.
 MA1817'THE MARK IS 0.60 METERS  NE FROM A WITNESS POST.
 MA1817'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1473 ***********************************************************************
 KW1473  DESIGNATION -  G 41
 KW1473  PID         -  KW1473
 KW1473  STATE/COUNTY-  PA/DAUPHIN
 KW1473  USGS QUAD   -  LYKENS (1977)
 KW1473
 KW1473                         *CURRENT SURVEY CONTROL
 KW1473  ___________________________________________________________________
 KW1473* NAD 83(1986)-  40 33 54.     (N)    076 42 20.     (W)     SCALED    
 KW1473* NAVD 88     -       210.185  (meters)     689.58   (feet)  ADJUSTED  
 KW1473  ___________________________________________________________________
 KW1473  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KW1473  DYNAMIC HT  -         210.083 (meters)     689.25  (feet)  COMP
 KW1473  MODELED GRAV-     980,131.7   (mgal)                       NAVD 88
 KW1473
 KW1473  VERT ORDER  -  SECOND    CLASS 0
 KW1473
 KW1473.The horizontal coordinates were scaled from a topographic map and have
 KW1473.an estimated accuracy of +/- 6 seconds.
 KW1473
 KW1473.The orthometric height was determined by differential leveling
 KW1473.and adjusted by the National Geodetic Survey in June 1991..
 KW1473
 KW1473.The geoid height was determined by GEOID03.
 KW1473
 KW1473.The dynamic height is computed by dividing the NAVD 88
 KW1473.geopotential number by the normal gravity value computed on the
 KW1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1473.degrees latitude (g = 980.6199 gals.).
 KW1473
 KW1473.The modeled gravity was interpolated from observed gravity values.
 KW1473
 KW1473;                    North         East    Units  Estimated Accuracy
 KW1473;SPC PA S     -   137,280.      688,440.      MT  (+/- 180 meters Scaled)
 KW1473
 KW1473                          SUPERSEDED SURVEY CONTROL
 KW1473
 KW1473  NGVD 29 (??/??/??)  210.434  (m)          690.40   (f) ADJUSTED    2 0
 KW1473
 KW1473.Superseded values are not recommended for survey control.
 KW1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1473.See file dsdata.txt to determine how the superseded data were derived.
 KW1473
 KW1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK556918(NAD 83)
 KW1473_MARKER: DB = BENCH MARK DISK
 KW1473_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1473_SP_SET: ABUTMENT
 KW1473_STAMPING: G 41 1934
 KW1473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1473
 KW1473  HISTORY     - Date     Condition        Report By
 KW1473  HISTORY     - 1934     MONUMENTED       CGS
 KW1473  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KW1473  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW1473
 KW1473                          STATION DESCRIPTION
 KW1473
 KW1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1473'0.3 MI S FROM LYKENS.
 KW1473'0.3 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM LYKENS,
 KW1473'DAUPHIN COUNTY, AT A 35-FOOT GIRDER BRIDGE, IN THE TOP OF THE
 KW1473'WEST END OF THE NORTH ABUTMENT, 5 FEET WEST OF THE WEST RAIL,
 KW1473'AND ABOUT 6 FEET LOWER THAN THE TOP OF THE RAIL.
 KW1473
 KW1473                          STATION RECOVERY (1987)
 KW1473
 KW1473'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 KW1473'MARK NOT FOUND.
 KW1473
 KW1473                          STATION RECOVERY (1989)
 KW1473
 KW1473'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1576 ***********************************************************************
 LZ1576  DESIGNATION -  G 411 PADH
 LZ1576  PID         -  LZ1576
 LZ1576  STATE/COUNTY-  PA/BRADFORD
 LZ1576  USGS QUAD   -  GILLETT (1969)
 LZ1576
 LZ1576                         *CURRENT SURVEY CONTROL
 LZ1576  ___________________________________________________________________
 LZ1576* NAD 83(1986)-  41 59 18.     (N)    076 46 25.     (W)     SCALED    
 LZ1576* NAVD 88     -       343.153  (meters)    1125.83   (feet)  ADJUSTED  
 LZ1576  ___________________________________________________________________
 LZ1576  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 LZ1576  DYNAMIC HT  -         343.010 (meters)    1125.36  (feet)  COMP
 LZ1576  MODELED GRAV-     980,197.2   (mgal)                       NAVD 88
 LZ1576
 LZ1576  VERT ORDER  -  FIRST     CLASS II
 LZ1576
 LZ1576.The horizontal coordinates were scaled from a topographic map and have
 LZ1576.an estimated accuracy of +/- 6 seconds.
 LZ1576
 LZ1576.The orthometric height was determined by differential leveling
 LZ1576.and adjusted by the National Geodetic Survey in June 1991..
 LZ1576
 LZ1576.The geoid height was determined by GEOID03.
 LZ1576
 LZ1576.The dynamic height is computed by dividing the NAVD 88
 LZ1576.geopotential number by the normal gravity value computed on the
 LZ1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1576.degrees latitude (g = 980.6199 gals.).
 LZ1576
 LZ1576.The modeled gravity was interpolated from observed gravity values.
 LZ1576
 LZ1576;                    North         East    Units  Estimated Accuracy
 LZ1576;SPC PA N     -   202,770.      680,910.      MT  (+/- 180 meters Scaled)
 LZ1576
 LZ1576                          SUPERSEDED SURVEY CONTROL
 LZ1576
 LZ1576.No superseded survey control is available for this station.
 LZ1576
 LZ1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM530500(NAD 83)
 LZ1576_MARKER: DB = BENCH MARK DISK
 LZ1576_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LZ1576_SP_SET: ABUTMENT ON BEDROCK
 LZ1576_STAMPING: G 411 1983
 LZ1576_MARK LOGO: PADH  
 LZ1576_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ1576+STABILITY: POSITION/ELEVATION WELL
 LZ1576
 LZ1576  HISTORY     - Date     Condition        Report By
 LZ1576  HISTORY     - 1983     MONUMENTED       PADH
 LZ1576
 LZ1576                          STATION DESCRIPTION
 LZ1576
 LZ1576'DESCRIBED BY PA DEPT OF HIGHWAYS 1983
 LZ1576'IN FASSETT.
 LZ1576'IN FASSETT, IN THE SOUTHEAST END OF THE BRIDGE ABUTMENT ON BEDROCK
 LZ1576'OVER SOUTH CREEK, ALONG STATE HIGHWAY 14, 7.3 METERS (24.0 FT) EAST OF
 LZ1576'THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1601 ***********************************************************************
 LZ1601  DESIGNATION -  G 412 PADH
 LZ1601  PID         -  LZ1601
 LZ1601  STATE/COUNTY-  PA/TIOGA
 LZ1601  USGS QUAD   -  RALSTON (1986)
 LZ1601
 LZ1601                         *CURRENT SURVEY CONTROL
 LZ1601  ___________________________________________________________________
 LZ1601* NAD 83(1986)-  41 34 57.     (N)    076 54 55.     (W)     SCALED    
 LZ1601* NAVD 88     -       329.331  (meters)    1080.48   (feet)  ADJUSTED  
 LZ1601  ___________________________________________________________________
 LZ1601  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 LZ1601  DYNAMIC HT  -         329.187 (meters)    1080.01  (feet)  COMP
 LZ1601  MODELED GRAV-     980,178.2   (mgal)                       NAVD 88
 LZ1601
 LZ1601  VERT ORDER  -  FIRST     CLASS II
 LZ1601
 LZ1601.The horizontal coordinates were scaled from a topographic map and have
 LZ1601.an estimated accuracy of +/- 6 seconds.
 LZ1601
 LZ1601.The orthometric height was determined by differential leveling
 LZ1601.and adjusted by the National Geodetic Survey in June 1991..
 LZ1601
 LZ1601.The geoid height was determined by GEOID03.
 LZ1601
 LZ1601.The dynamic height is computed by dividing the NAVD 88
 LZ1601.geopotential number by the normal gravity value computed on the
 LZ1601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1601.degrees latitude (g = 980.6199 gals.).
 LZ1601
 LZ1601.The modeled gravity was interpolated from observed gravity values.
 LZ1601
 LZ1601;                    North         East    Units  Estimated Accuracy
 LZ1601;SPC PA N     -   157,570.      669,600.      MT  (+/- 180 meters Scaled)
 LZ1601
 LZ1601                          SUPERSEDED SURVEY CONTROL
 LZ1601
 LZ1601.No superseded survey control is available for this station.
 LZ1601
 LZ1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM403051(NAD 83)
 LZ1601_MARKER: DB = BENCH MARK DISK
 LZ1601_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LZ1601_SP_SET: WINGWALL
 LZ1601_STAMPING: G 412 1983
 LZ1601_MARK LOGO: PADH  
 LZ1601_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ1601+STABILITY: POSITION/ELEVATION WELL
 LZ1601
 LZ1601  HISTORY     - Date     Condition        Report By
 LZ1601  HISTORY     - 1983     MONUMENTED       PADH
 LZ1601
 LZ1601                          STATION DESCRIPTION
 LZ1601
 LZ1601'DESCRIBED BY PA DEPT OF HIGHWAYS 1983
 LZ1601'4.5 KM (2.8 MI) NORTH FROM ROARING BRANCH.
 LZ1601'4.5 KM (2.8 MI) NORTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE IN
 LZ1601'ROARING BRANCH TO THE MARK ON THE RIGHT, IN THE SOUTHEAST WINGWALL OF
 LZ1601'A BRIDGE ON BEDROCK, 7.3 METERS (24.0 FT) SOUTH OF THE CENTERLINE OF
 LZ1601'THE HIGHWAY.
 LZ1601'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1634 ***********************************************************************
 LZ1634  DESIGNATION -  G 413
 LZ1634  PID         -  LZ1634
 LZ1634  STATE/COUNTY-  PA/LYCOMING
 LZ1634  USGS QUAD   -  MONTOURSVILLE SOUTH (1994)
 LZ1634
 LZ1634                         *CURRENT SURVEY CONTROL
 LZ1634  ___________________________________________________________________
 LZ1634* NAD 83(1986)-  41 09 24.     (N)    076 54 29.     (W)     SCALED    
 LZ1634* NAVD 88     -       263.616  (meters)     864.88   (feet)  ADJUSTED  
 LZ1634  ___________________________________________________________________
 LZ1634  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 LZ1634  DYNAMIC HT  -         263.497 (meters)     864.49  (feet)  COMP
 LZ1634  MODELED GRAV-     980,168.6   (mgal)                       NAVD 88
 LZ1634
 LZ1634  VERT ORDER  -  FIRST     CLASS II
 LZ1634
 LZ1634.The horizontal coordinates were scaled from a topographic map and have
 LZ1634.an estimated accuracy of +/- 6 seconds.
 LZ1634
 LZ1634.The orthometric height was determined by differential leveling
 LZ1634.and adjusted by the National Geodetic Survey in June 1991..
 LZ1634
 LZ1634.The geoid height was determined by GEOID03.
 LZ1634
 LZ1634.The dynamic height is computed by dividing the NAVD 88
 LZ1634.geopotential number by the normal gravity value computed on the
 LZ1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1634.degrees latitude (g = 980.6199 gals.).
 LZ1634
 LZ1634.The modeled gravity was interpolated from observed gravity values.
 LZ1634
 LZ1634;                    North         East    Units  Estimated Accuracy
 LZ1634;SPC PA N     -   110,290.      670,670.      MT  (+/- 180 meters Scaled)
 LZ1634
 LZ1634                          SUPERSEDED SURVEY CONTROL
 LZ1634
 LZ1634.No superseded survey control is available for this station.
 LZ1634
 LZ1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL399579(NAD 83)
 LZ1634_MARKER: I = METAL ROD
 LZ1634_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LZ1634+WITH SETTING: INFORMATION.
 LZ1634_SP_SET: SHALLOW SET METAL ROD
 LZ1634_STAMPING: G 413 1983
 LZ1634_MARK LOGO: NGS   
 LZ1634_PROJECTION: FLUSH
 LZ1634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1634_ROD/PIPE-DEPTH: 2.4  meters
 LZ1634
 LZ1634  HISTORY     - Date     Condition        Report By
 LZ1634  HISTORY     - 1983     MONUMENTED       NGS
 LZ1634
 LZ1634                          STATION DESCRIPTION
 LZ1634
 LZ1634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LZ1634'5.8 KM (3.6 MI) NORTH FROM ALLENWOOD.
 LZ1634'5.8 KM (3.6 MI) NORTH ALONG U.S. HIGHWAY 15 FROM THE POST OFFICE IN
 LZ1634'ALLENWOOD TO THE MARK ON THE RIGHT, 14.3 METERS (42.0 FT) EAST OF THE
 LZ1634'CENTERLINE OF NORTHBOUND LANE OF U.S. HIGHWAY 15, 7.4 METERS (24.5 FT)
 LZ1634'NORTH OF THE CENTER OF CEMETERY ROAD.  NOTE--SEVERAL ATTEMPTS WERE
 LZ1634'MADE TO DRIVE THE ROD AND IT WAS DRIVEN TO REFUSAL AND ANCHORED AT
 LZ1634'2.4 METERS.
 LZ1634'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 LZ1634'THE MARK IS 0.45 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY2925 ***********************************************************************
 KY2925  DESIGNATION -  G 414
 KY2925  PID         -  KY2925
 KY2925  STATE/COUNTY-  PA/BUTLER
 KY2925  USGS QUAD   -  EVANS CITY (1977)
 KY2925
 KY2925                         *CURRENT SURVEY CONTROL
 KY2925  ___________________________________________________________________
 KY2925* NAD 83(1986)-  40 47 31.     (N)    080 01 36.     (W)     SCALED    
 KY2925* NAVD 88     -       297.301  (meters)     975.39   (feet)  ADJUSTED  
 KY2925  ___________________________________________________________________
 KY2925  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KY2925  DYNAMIC HT  -         297.149 (meters)     974.90  (feet)  COMP
 KY2925  MODELED GRAV-     980,106.3   (mgal)                       NAVD 88
 KY2925
 KY2925  VERT ORDER  -  FIRST     CLASS II
 KY2925
 KY2925.The horizontal coordinates were scaled from a topographic map and have
 KY2925.an estimated accuracy of +/- 6 seconds.
 KY2925
 KY2925.The orthometric height was determined by differential leveling
 KY2925.and adjusted by the National Geodetic Survey in June 1991..
 KY2925
 KY2925.The geoid height was determined by GEOID03.
 KY2925
 KY2925.The dynamic height is computed by dividing the NAVD 88
 KY2925.geopotential number by the normal gravity value computed on the
 KY2925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2925.degrees latitude (g = 980.6199 gals.).
 KY2925
 KY2925.The modeled gravity was interpolated from observed gravity values.
 KY2925
 KY2925;                    North         East    Units  Estimated Accuracy
 KY2925;SPC PA S     -   164,440.      407,880.      MT  (+/- 180 meters Scaled)
 KY2925
 KY2925                          SUPERSEDED SURVEY CONTROL
 KY2925
 KY2925  NGVD 29 (06/03/92)  297.439  (m)          975.85   (f) ADJUSTED    1 2
 KY2925
 KY2925.Superseded values are not recommended for survey control.
 KY2925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2925.See file dsdata.txt to determine how the superseded data were derived.
 KY2925
 KY2925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF821161(NAD 83)
 KY2925_MARKER: DD = SURVEY DISK
 KY2925_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KY2925_SP_SET: ABUTMENT
 KY2925_STAMPING: G 414 1983
 KY2925_MARK LOGO: PADH  
 KY2925_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY2925+STABILITY: POSITION/ELEVATION WELL
 KY2925
 KY2925  HISTORY     - Date     Condition        Report By
 KY2925  HISTORY     - 1983     MONUMENTED       PADH
 KY2925
 KY2925                          STATION DESCRIPTION
 KY2925
 KY2925'DESCRIBED BY PA DEPT OF HIGHWAYS 1983
 KY2925'4.3 KM (2.7 MI) NE FROM EVANS CITY.
 KY2925'4.3 KM (2.7 MI) NORTHEAST ALONG STATE HIGHWAY 68 FROM THE BRIDGE OVER
 KY2925'BREAKNECK CREEK IN EVANS CITY TO THE MARK ON THE RIGHT, IN THE
 KY2925'SOUTHWEST ABUTMENT OF A BRIDGE ON BEDROCK OVER CONNOQUENESSING CREEK
 KY2925'AND A RAILROAD, 4.6 METERS (15.0 FT) SOUTHWEST OF THE CENTERLINE OF
 KY2925'THE HIGHWAY.
 KY2925'THE MARK IS 0.15 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0844 ***********************************************************************
 NC0844  DESIGNATION -  G 415
 NC0844  PID         -  NC0844
 NC0844  STATE/COUNTY-  PA/ERIE
 NC0844  USGS QUAD   -  NORTH EAST (1996)
 NC0844
 NC0844                         *CURRENT SURVEY CONTROL
 NC0844  ___________________________________________________________________
 NC0844* NAD 83(1986)-  42 12 24.     (N)    079 51 43.     (W)     SCALED    
 NC0844* NAVD 88     -       233.987  (meters)     767.67   (feet)  ADJUSTED  
 NC0844  ___________________________________________________________________
 NC0844  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 NC0844  DYNAMIC HT  -         233.904 (meters)     767.40  (feet)  COMP
 NC0844  MODELED GRAV-     980,264.2   (mgal)                       NAVD 88
 NC0844
 NC0844  VERT ORDER  -  FIRST     CLASS II
 NC0844
 NC0844.The horizontal coordinates were scaled from a topographic map and have
 NC0844.an estimated accuracy of +/- 6 seconds.
 NC0844
 NC0844.The orthometric height was determined by differential leveling
 NC0844.and adjusted by the National Geodetic Survey in June 1991..
 NC0844
 NC0844.The geoid height was determined by GEOID03.
 NC0844
 NC0844.The dynamic height is computed by dividing the NAVD 88
 NC0844.geopotential number by the normal gravity value computed on the
 NC0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0844.degrees latitude (g = 980.6199 gals.).
 NC0844
 NC0844.The modeled gravity was interpolated from observed gravity values.
 NC0844
 NC0844;                    North         East    Units  Estimated Accuracy
 NC0844;SPC PA N     -   228,690.      425,600.      MT  (+/- 180 meters Scaled)
 NC0844
 NC0844                          SUPERSEDED SURVEY CONTROL
 NC0844
 NC0844  NGVD 29 (06/03/92)  234.157  (m)          768.23   (f) ADJUSTED    1 2
 NC0844
 NC0844.Superseded values are not recommended for survey control.
 NC0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0844.See file dsdata.txt to determine how the superseded data were derived.
 NC0844
 NC0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG939733(NAD 83)
 NC0844_MARKER: I = METAL ROD
 NC0844_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NC0844_SP_SET: STAINLESS STEEL ROD
 NC0844_STAMPING: G 415 1983
 NC0844_MARK LOGO: NGS   
 NC0844_PROJECTION: FLUSH
 NC0844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0844_ROD/PIPE-DEPTH: 4.0  meters
 NC0844
 NC0844  HISTORY     - Date     Condition        Report By
 NC0844  HISTORY     - 1983     MONUMENTED       NGS
 NC0844
 NC0844                          STATION DESCRIPTION
 NC0844
 NC0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NC0844'2.3 KM (1.45 MI) WEST FROM NORTH EAST.
 NC0844'2.3 KM (1.45 MI) WEST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE IN
 NC0844'NORTH EAST TO THE NORTH EAST TOWNSHIP MUNICIPAL BUILDING AND THE MARK
 NC0844'ON THE RIGHT, 0.8 KM (0.5 MI) NORTHWEST OF THE HIGHWAY, 10.21 METERS
 NC0844'(33.5 FT) NORTH OF THE EAST CORNER OF THE BUILDING, 19.66 METERS
 NC0844'(64.5 FT) EAST OF THE NORTH CORNER OF THE BUILDING, 5.85 METERS
 NC0844'(19.2 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE ENTRANCE SIDEWALK,
 NC0844'0.3 METER (1.0 FT) EAST OF THE EAST CORNER OF THE 3-FOOT SQUARE
 NC0844'CONCRETE BASE OF THE FLAGPOLE.
 NC0844'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1053 ***********************************************************************
 JW1053  DESIGNATION -  G 416
 JW1053  PID         -  JW1053
 JW1053  STATE/COUNTY-  PA/FAYETTE
 JW1053  USGS QUAD   -  SMITHFIELD (1979)
 JW1053
 JW1053                         *CURRENT SURVEY CONTROL
 JW1053  ___________________________________________________________________
 JW1053* NAD 83(1986)-  39 46 56.     (N)    079 49 52.     (W)     SCALED    
 JW1053* NAVD 88     -       283.619  (meters)     930.51   (feet)  ADJUSTED  
 JW1053  ___________________________________________________________________
 JW1053  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 JW1053  DYNAMIC HT  -         283.456 (meters)     929.97  (feet)  COMP
 JW1053  MODELED GRAV-     980,043.5   (mgal)                       NAVD 88
 JW1053
 JW1053  VERT ORDER  -  FIRST     CLASS II
 JW1053
 JW1053.The horizontal coordinates were scaled from a topographic map and have
 JW1053.an estimated accuracy of +/- 6 seconds.
 JW1053
 JW1053.The orthometric height was determined by differential leveling
 JW1053.and adjusted by the National Geodetic Survey in June 1991..
 JW1053
 JW1053.The geoid height was determined by GEOID03.
 JW1053
 JW1053.The dynamic height is computed by dividing the NAVD 88
 JW1053.geopotential number by the normal gravity value computed on the
 JW1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1053.degrees latitude (g = 980.6199 gals.).
 JW1053
 JW1053.The modeled gravity was interpolated from observed gravity values.
 JW1053
 JW1053;                    North         East    Units  Estimated Accuracy
 JW1053;SPC PA S     -    51,940.      421,730.      MT  (+/- 180 meters Scaled)
 JW1053
 JW1053                          SUPERSEDED SURVEY CONTROL
 JW1053
 JW1053.No superseded survey control is available for this station.
 JW1053
 JW1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE000042(NAD 83)
 JW1053_MARKER: DB = BENCH MARK DISK
 JW1053_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JW1053_SP_SET: HEADWALL
 JW1053_STAMPING: G 416 1983
 JW1053_MARK LOGO: NGS   
 JW1053_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1053+STABILITY: POSITION/ELEVATION WELL
 JW1053
 JW1053  HISTORY     - Date     Condition        Report By
 JW1053  HISTORY     - 1983     MONUMENTED       NGS
 JW1053
 JW1053                          STATION DESCRIPTION
 JW1053
 JW1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1053'2.9 KM (1.8 MI) SW FROM SMITHFIELD.
 JW1053'2.9 KM (1.8 MI) SOUTHWEST ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE
 JW1053'IN SMITHFIELD TO THE MARK ON THE RIGHT, IN TOP OF THE SOUTH END OF THE
 JW1053'WEST HEADWALL OF A LARGE BOX CULVERT ON BEDROCK OVER GEORGES CREEK,
 JW1053'6.10 METERS (20.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 JW1053'0.30 METER (1.0 FT) NORTH OF THE SOUTH END OF THE HEADWALL.
 JW1053'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1074 ***********************************************************************
 JW1074  DESIGNATION -  G 417
 JW1074  PID         -  JW1074
 JW1074  STATE/COUNTY-  PA/FAYETTE
 JW1074  USGS QUAD   -  NEW SALEM (1977)
 JW1074
 JW1074                         *CURRENT SURVEY CONTROL
 JW1074  ___________________________________________________________________
 JW1074* NAD 83(1986)-  39 59 58.     (N)    079 51 36.     (W)     SCALED    
 JW1074* NAVD 88     -       339.289  (meters)    1113.15   (feet)  ADJUSTED  
 JW1074  ___________________________________________________________________
 JW1074  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 JW1074  DYNAMIC HT  -         339.100 (meters)    1112.53  (feet)  COMP
 JW1074  MODELED GRAV-     980,060.6   (mgal)                       NAVD 88
 JW1074
 JW1074  VERT ORDER  -  FIRST     CLASS II
 JW1074
 JW1074.The horizontal coordinates were scaled from a topographic map and have
 JW1074.an estimated accuracy of +/- 6 seconds.
 JW1074
 JW1074.The orthometric height was determined by differential leveling
 JW1074.and adjusted by the National Geodetic Survey in June 1991..
 JW1074
 JW1074.The geoid height was determined by GEOID03.
 JW1074
 JW1074.The dynamic height is computed by dividing the NAVD 88
 JW1074.geopotential number by the normal gravity value computed on the
 JW1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1074.degrees latitude (g = 980.6199 gals.).
 JW1074
 JW1074.The modeled gravity was interpolated from observed gravity values.
 JW1074
 JW1074;                    North         East    Units  Estimated Accuracy
 JW1074;SPC PA S     -    76,110.      419,840.      MT  (+/- 180 meters Scaled)
 JW1074
 JW1074                          SUPERSEDED SURVEY CONTROL
 JW1074
 JW1074.No superseded survey control is available for this station.
 JW1074
 JW1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE973283(NAD 83)
 JW1074_MARKER: I = METAL ROD
 JW1074_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JW1074_SP_SET: STAINLESS STEEL ROD
 JW1074_STAMPING: G 417 1983
 JW1074_MARK LOGO: NGS   
 JW1074_PROJECTION: FLUSH
 JW1074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1074_ROD/PIPE-DEPTH: 5.3  meters
 JW1074
 JW1074  HISTORY     - Date     Condition        Report By
 JW1074  HISTORY     - 1983     MONUMENTED       NGS
 JW1074
 JW1074                          STATION DESCRIPTION
 JW1074
 JW1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1074'3.5 KM (2.2 MI) NW FROM BRIER HILL.
 JW1074'3.5 KM (2.2 MI) NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 JW1074'IN BRIER HILL TO THE ST. PETERS CEMETERY AND THE MARK ON THE LEFT,
 JW1074'ALSO 3.6 KM (2.25 MI) EAST ALONG U.S. HIGHWAY 40 FROM THE SOUTHEAST
 JW1074'END OF THE BRIDGE OVER THE MONONGAHELA RIVER IN BROWNSVILLE,
 JW1074'12.19 METERS (40.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 JW1074'3.66 METERS (12.0 FT) SOUTHEAST OF THE CENTER OF THE ENTRANCE DRIVE TO
 JW1074'THE CEMETERY, 1.28 METERS (4.2 FT) NORTHEAST OF THE EAST CORNER OF THE
 JW1074'SOUTHEAST STONE ENTRANCE COLUMN.
 JW1074'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0308 ***********************************************************************
 KW0308  DESIGNATION -  G 42
 KW0308  PID         -  KW0308
 KW0308  STATE/COUNTY-  PA/SCHUYLKILL
 KW0308  USGS QUAD   -  POTTSVILLE (1994)
 KW0308
 KW0308                         *CURRENT SURVEY CONTROL
 KW0308  ___________________________________________________________________
 KW0308* NAD 83(1986)-  40 43 20.     (N)    076 11 36.     (W)     SCALED    
 KW0308* NAVD 88     -       230.660  (meters)     756.76   (feet)  POSTED    
 KW0308  ___________________________________________________________________
 KW0308  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 KW0308  DYNAMIC HT  -         230.550 (meters)     756.40  (feet)  COMP
 KW0308  MODELED GRAV-     980,132.4   (mgal)                       NAVD 88
 KW0308
 KW0308  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 KW0308
 KW0308.The horizontal coordinates were scaled from a topographic map and have
 KW0308.an estimated accuracy of +/- 6 seconds.
 KW0308
 KW0308.The orthometric height was determined by differential leveling
 KW0308.and adjusted by the National Geodetic Survey in 1992..
 KW0308.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 KW0308.rate greater than 8.0 mm/km.
 KW0308
 KW0308.The geoid height was determined by GEOID03.
 KW0308
 KW0308.The dynamic height is computed by dividing the NAVD 88
 KW0308.geopotential number by the normal gravity value computed on the
 KW0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0308.degrees latitude (g = 980.6199 gals.).
 KW0308
 KW0308.The modeled gravity was interpolated from observed gravity values.
 KW0308
 KW0308;                    North         East    Units  Estimated Accuracy
 KW0308;SPC PA S     -   155,380.      731,510.      MT  (+/- 180 meters Scaled)
 KW0308
 KW0308                          SUPERSEDED SURVEY CONTROL
 KW0308
 KW0308  NGVD 29 (??/??/??)  231.030  (m)          757.97   (f) ADJUSTED    2 0
 KW0308
 KW0308.Superseded values are not recommended for survey control.
 KW0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0308.See file dsdata.txt to determine how the superseded data were derived.
 KW0308
 KW0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL992086(NAD 83)
 KW0308_MARKER: DB = BENCH MARK DISK
 KW0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0308_STAMPING: G 42 1934
 KW0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0308+STABILITY: SURFACE MOTION
 KW0308
 KW0308  HISTORY     - Date     Condition        Report By
 KW0308  HISTORY     - 1934     MONUMENTED       CGS
 KW0308  HISTORY     - 1965     MARK NOT FOUND   CGS
 KW0308  HISTORY     - 19970209 MARK NOT FOUND   USPSQD
 KW0308
 KW0308                          STATION DESCRIPTION
 KW0308
 KW0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0308'AT ST CLAIR.
 KW0308'AT ST. CLAIR, SCHUYLKILL COUNTY, ABOUT 250 FEET NORTH OF THE
 KW0308'PENNSYLVANIA RAILROAD STATION, 30 FEET EAST OF THE CENTER LINE
 KW0308'OF THE NORTH-BOUND TRACK, AND LEVEL WITH THE TOP OF THE RAIL.
 KW0308'A STANDARD DISK, STAMPED G 42 1934 AND SET IN THE TOP OF A CONCRETE
 KW0308'POST.
 KW0308
 KW0308                          STATION RECOVERY (1965)
 KW0308
 KW0308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KW0308'MARK NOT FOUND.
 KW0308
 KW0308                          STATION RECOVERY (1997)
 KW0308
 KW0308'RECOVERY NOTE BY US POWER SQUADRON 1997
 KW0308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0423 ***********************************************************************
 KW0423  DESIGNATION -  G 43
 KW0423  PID         -  KW0423
 KW0423  STATE/COUNTY-  PA/COLUMBIA
 KW0423  USGS QUAD   -  CATAWISSA (1984)
 KW0423
 KW0423                         *CURRENT SURVEY CONTROL
 KW0423  ___________________________________________________________________
 KW0423* NAD 83(1986)-  40 57 17.     (N)    076 28 12.     (W)     SCALED    
 KW0423* NAVD 88     -       146.568  (meters)     480.87   (feet)  ADJUSTED  
 KW0423  ___________________________________________________________________
 KW0423  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KW0423  DYNAMIC HT  -         146.505 (meters)     480.66  (feet)  COMP
 KW0423  MODELED GRAV-     980,195.3   (mgal)                       NAVD 88
 KW0423
 KW0423  VERT ORDER  -  SECOND    CLASS 0
 KW0423
 KW0423.The horizontal coordinates were scaled from a topographic map and have
 KW0423.an estimated accuracy of +/- 6 seconds.
 KW0423
 KW0423.The orthometric height was determined by differential leveling
 KW0423.and adjusted by the National Geodetic Survey in June 1991..
 KW0423
 KW0423.The geoid height was determined by GEOID03.
 KW0423
 KW0423.The dynamic height is computed by dividing the NAVD 88
 KW0423.geopotential number by the normal gravity value computed on the
 KW0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0423.degrees latitude (g = 980.6199 gals.).
 KW0423
 KW0423.The modeled gravity was interpolated from observed gravity values.
 KW0423
 KW0423;                    North         East    Units  Estimated Accuracy
 KW0423;SPC PA N     -    88,310.      707,760.      MT  (+/- 180 meters Scaled)
 KW0423
 KW0423                          SUPERSEDED SURVEY CONTROL
 KW0423
 KW0423  NGVD 29 (??/??/??)  146.793  (m)          481.60   (f) ADJUSTED    2 0
 KW0423
 KW0423.Superseded values are not recommended for survey control.
 KW0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0423.See file dsdata.txt to determine how the superseded data were derived.
 KW0423
 KW0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL762347(NAD 83)
 KW0423_MARKER: DB = BENCH MARK DISK
 KW0423_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0423_SP_SET: BRIDGE WALL
 KW0423_STAMPING: G 43 1934
 KW0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0423
 KW0423  HISTORY     - Date     Condition        Report By
 KW0423  HISTORY     - 1934     MONUMENTED       CGS
 KW0423  HISTORY     - 1973     GOOD             NGS
 KW0423  HISTORY     - 20040718 MARK NOT FOUND   GEOCAC
 KW0423
 KW0423                          STATION DESCRIPTION
 KW0423
 KW0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0423'AT CATAWISSA.
 KW0423'AT CATAWISSA, COLUMBIA COUNTY, 600 FEET SOUTHWEST OF THE
 KW0423'ERIE-LACKAWANNA RAILROAD STATION, 300 FEET EAST OF THE EAST
 KW0423'RAIL, ON STATE HIGHWAY 42, AT HIGHWAY BRIDGE 379/30, IN THE
 KW0423'SOUTHWEST RETAINING WALL, 30 FEET WEST OF THE EAST END POST OF
 KW0423'THE BRIDGE, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  A
 KW0423'STANDARD DISK, STAMPED G 43 1934.
 KW0423
 KW0423                          STATION RECOVERY (1973)
 KW0423
 KW0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KW0423'RECOVERED IN GOOD CONDITION.
 KW0423
 KW0423                          STATION RECOVERY (2004)
 KW0423
 KW0423'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0423'BRIDGE WAS REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0106 ***********************************************************************
 KW0106  DESIGNATION -  G 44
 KW0106  PID         -  KW0106
 KW0106  STATE/COUNTY-  PA/SCHUYLKILL
 KW0106  USGS QUAD   -  AUBURN (1983)
 KW0106
 KW0106                         *CURRENT SURVEY CONTROL
 KW0106  ___________________________________________________________________
 KW0106* NAD 83(1986)-  40 34 42.     (N)    076 01 36.     (W)     SCALED    
 KW0106* NAVD 88     -       123.841  (meters)     406.30   (feet)  ADJUSTED  
 KW0106  ___________________________________________________________________
 KW0106  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 KW0106  DYNAMIC HT  -         123.778 (meters)     406.10  (feet)  COMP
 KW0106  MODELED GRAV-     980,122.6   (mgal)                       NAVD 88
 KW0106
 KW0106  VERT ORDER  -  SECOND    CLASS 0
 KW0106
 KW0106.The horizontal coordinates were scaled from a topographic map and have
 KW0106.an estimated accuracy of +/- 6 seconds.
 KW0106
 KW0106.The orthometric height was determined by differential leveling
 KW0106.and adjusted by the National Geodetic Survey in June 1991..
 KW0106
 KW0106.The geoid height was determined by GEOID03.
 KW0106
 KW0106.The dynamic height is computed by dividing the NAVD 88
 KW0106.geopotential number by the normal gravity value computed on the
 KW0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0106.degrees latitude (g = 980.6199 gals.).
 KW0106
 KW0106.The modeled gravity was interpolated from observed gravity values.
 KW0106
 KW0106;                    North         East    Units  Estimated Accuracy
 KW0106;SPC PA S     -   139,660.      745,900.      MT  (+/- 180 meters Scaled)
 KW0106
 KW0106                          SUPERSEDED SURVEY CONTROL
 KW0106
 KW0106  NGVD 29 (??/??/??)  124.052  (m)          406.99   (f) ADJUSTED    2 0
 KW0106
 KW0106.Superseded values are not recommended for survey control.
 KW0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0106.See file dsdata.txt to determine how the superseded data were derived.
 KW0106
 KW0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK131924(NAD 83)
 KW0106_MARKER: DB = BENCH MARK DISK
 KW0106_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0106_SP_SET: WALL
 KW0106_STAMPING: G 44 1934
 KW0106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0106_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0106+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2006
 KW0106
 KW0106  HISTORY     - Date     Condition        Report By
 KW0106  HISTORY     - 1934     MONUMENTED       CGS
 KW0106  HISTORY     - 20060812 GOOD             GEOCAC
 KW0106
 KW0106                          STATION DESCRIPTION
 KW0106
 KW0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0106'AT PORT CLINTON.
 KW0106'AT PORT CLINTON, SCHUYLKILL COUNTY, ABOUT 745 FEET NORTH OF
 KW0106'THE READING CO. RAILWAY STATION, AT BRIDGE 78/31, IN THE TOP OF
 KW0106'THE SOUTH WING WALL, 20 FEET WEST OF THE CENTER LINE OF THE
 KW0106'TRACK, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.
 KW0106'A STANDARD DISK, STAMPED G 44 1934.
 KW0106
 KW0106                          STATION RECOVERY (2006)
 KW0106
 KW0106'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0106'RAILROAD IS THE READING BLUE MOUNTAIN AND NORTHERN. WESTERNMOST TRACKS
 KW0106'HAVE BEEN REMOVED AND THE BRIDGE IS A ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0414 ***********************************************************************
 KW0414  DESIGNATION -  G 45
 KW0414  PID         -  KW0414
 KW0414  STATE/COUNTY-  PA/COLUMBIA
 KW0414  USGS QUAD   -  CATAWISSA (1984)
 KW0414
 KW0414                         *CURRENT SURVEY CONTROL
 KW0414  ___________________________________________________________________
 KW0414* NAD 83(1986)-  40 56 59.     (N)    076 27 53.     (W)     SCALED    
 KW0414* NAVD 88     -       145.020  (meters)     475.79   (feet)  ADJUSTED  
 KW0414  ___________________________________________________________________
 KW0414  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KW0414  DYNAMIC HT  -         144.958 (meters)     475.58  (feet)  COMP
 KW0414  MODELED GRAV-     980,195.8   (mgal)                       NAVD 88
 KW0414
 KW0414  VERT ORDER  -  SECOND    CLASS 0
 KW0414
 KW0414.The horizontal coordinates were scaled from a topographic map and have
 KW0414.an estimated accuracy of +/- 6 seconds.
 KW0414
 KW0414.The orthometric height was determined by differential leveling
 KW0414.and adjusted by the National Geodetic Survey in June 1991..
 KW0414
 KW0414.The geoid height was determined by GEOID03.
 KW0414
 KW0414.The dynamic height is computed by dividing the NAVD 88
 KW0414.geopotential number by the normal gravity value computed on the
 KW0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0414.degrees latitude (g = 980.6199 gals.).
 KW0414
 KW0414.The modeled gravity was interpolated from observed gravity values.
 KW0414
 KW0414;                    North         East    Units  Estimated Accuracy
 KW0414;SPC PA N     -    87,760.      708,210.      MT  (+/- 180 meters Scaled)
 KW0414
 KW0414                          SUPERSEDED SURVEY CONTROL
 KW0414
 KW0414  NGVD 29 (??/??/??)  145.238  (m)          476.50   (f) ADJUSTED    2 0
 KW0414
 KW0414.Superseded values are not recommended for survey control.
 KW0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0414.See file dsdata.txt to determine how the superseded data were derived.
 KW0414
 KW0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL767342(NAD 83)
 KW0414_MARKER: DB = BENCH MARK DISK
 KW0414_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0414_SP_SET: BRIDGE WALL
 KW0414_STAMPING: G 45 1934
 KW0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0414
 KW0414  HISTORY     - Date     Condition        Report By
 KW0414  HISTORY     - 1934     MONUMENTED       CGS
 KW0414  HISTORY     - 1973     GOOD             NGS
 KW0414
 KW0414                          STATION DESCRIPTION
 KW0414
 KW0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0414'NEAR CATAWISSA.
 KW0414'1600 FEET SOUTH ALONG THE READING CO. RAILWAY, AT HIGHWAY STATION
 KW0414'189+38 AT A 150 FOOT HIGHWAY BRIDGE, IN THE SOUTHWEST WING WALL,
 KW0414'40 FEET WEST OF THE WEST RAIL, AND 12 FEET SOUTH OF THE CENTER
 KW0414'LINE OF THE HIGHWAY.
 KW0414
 KW0414                          STATION RECOVERY (1973)
 KW0414
 KW0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KW0414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1270 ***********************************************************************
 KW1270  DESIGNATION -  G 46
 KW1270  PID         -  KW1270
 KW1270  STATE/COUNTY-  PA/LEBANON
 KW1270  USGS QUAD   -  INDIANTOWN GAP (1977)
 KW1270
 KW1270                         *CURRENT SURVEY CONTROL
 KW1270  ___________________________________________________________________
 KW1270* NAD 83(1986)-  40 27 01.     (N)    076 30 43.     (W)     SCALED    
 KW1270* NAVD 88     -       128.789  (meters)     422.54   (feet)  ADJUSTED  
 KW1270  ___________________________________________________________________
 KW1270  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 KW1270  DYNAMIC HT  -         128.724 (meters)     422.32  (feet)  COMP
 KW1270  MODELED GRAV-     980,120.9   (mgal)                       NAVD 88
 KW1270
 KW1270  VERT ORDER  -  SECOND    CLASS 0
 KW1270
 KW1270.The horizontal coordinates were scaled from a topographic map and have
 KW1270.an estimated accuracy of +/- 6 seconds.
 KW1270
 KW1270.The orthometric height was determined by differential leveling
 KW1270.and adjusted by the National Geodetic Survey in June 1991..
 KW1270
 KW1270.The geoid height was determined by GEOID03.
 KW1270
 KW1270.The dynamic height is computed by dividing the NAVD 88
 KW1270.geopotential number by the normal gravity value computed on the
 KW1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1270.degrees latitude (g = 980.6199 gals.).
 KW1270
 KW1270.The modeled gravity was interpolated from observed gravity values.
 KW1270
 KW1270;                    North         East    Units  Estimated Accuracy
 KW1270;SPC PA S     -   124,760.      705,020.      MT  (+/- 180 meters Scaled)
 KW1270
 KW1270                          SUPERSEDED SURVEY CONTROL
 KW1270
 KW1270  NGVD 29 (??/??/??)  128.997  (m)          423.22   (f) ADJUSTED    2 0
 KW1270
 KW1270.Superseded values are not recommended for survey control.
 KW1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1270.See file dsdata.txt to determine how the superseded data were derived.
 KW1270
 KW1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK717788(NAD 83)
 KW1270_MARKER: DB = BENCH MARK DISK
 KW1270_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1270_SP_SET: CULVERT
 KW1270_STAMPING: G 46 1934
 KW1270_MARK LOGO: CGS   
 KW1270_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW1270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1270
 KW1270  HISTORY     - Date     Condition        Report By
 KW1270  HISTORY     - 1934     MONUMENTED       CGS
 KW1270  HISTORY     - 1934     GOOD             CGS
 KW1270  HISTORY     - 20000726 GOOD             STEWRT
 KW1270  HISTORY     - 20040307 GOOD             GEOCAC
 KW1270
 KW1270                          STATION DESCRIPTION
 KW1270
 KW1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1270'AT LICKDALE.
 KW1270'AT LICKDALE, LEBANON COUNTY, ON THE READING RAILWAY, ABOUT 500
 KW1270'FEET SOUTH OF THE INTERSECTION OF STATE HIGHWAY 72 AND STATE
 KW1270'HIGHWAY 343, IN THE TOP OF THE NORTHEAST CORNER OF A CULVERT
 KW1270'UNDER STATE HIGHWAY 72 ADJACENT TO RAILWAY BRIDGE 9/52, 30 FEET
 KW1270'EAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 8 FEET LOWER THAN
 KW1270'THE HIGHWAY.  A STANDARD DISK, STAMPED G 46 1934.
 KW1270
 KW1270                          STATION RECOVERY (2000)
 KW1270
 KW1270'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2000 (JMS)
 KW1270'NO CHANGE IN DESCRIPTION.
 KW1270
 KW1270                          STATION RECOVERY (2004)
 KW1270
 KW1270'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1270'MARK IS AS DESCRIBED BUT THE RAILROAD NO LONGER EXISTS AT THIS
 KW1270'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0130 ***********************************************************************
 LZ0130  DESIGNATION -  G 47
 LZ0130  PID         -  LZ0130
 LZ0130  STATE/COUNTY-  PA/LUZERNE
 LZ0130  USGS QUAD   -  SHICKSHINNY (1981)
 LZ0130
 LZ0130                         *CURRENT SURVEY CONTROL
 LZ0130  ___________________________________________________________________
 LZ0130* NAD 83(1986)-  41 09 08.     (N)    076 08 57.     (W)     SCALED    
 LZ0130* NAVD 88     -       157.719  (meters)     517.45   (feet)  ADJUSTED  
 LZ0130  ___________________________________________________________________
 LZ0130  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LZ0130  DYNAMIC HT  -         157.656 (meters)     517.24  (feet)  COMP
 LZ0130  MODELED GRAV-     980,216.8   (mgal)                       NAVD 88
 LZ0130
 LZ0130  VERT ORDER  -  SECOND    CLASS 0
 LZ0130
 LZ0130.The horizontal coordinates were scaled from a topographic map and have
 LZ0130.an estimated accuracy of +/- 6 seconds.
 LZ0130
 LZ0130.The orthometric height was determined by differential leveling
 LZ0130.and adjusted by the National Geodetic Survey in June 1991..
 LZ0130
 LZ0130.The geoid height was determined by GEOID03.
 LZ0130
 LZ0130.The dynamic height is computed by dividing the NAVD 88
 LZ0130.geopotential number by the normal gravity value computed on the
 LZ0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0130.degrees latitude (g = 980.6199 gals.).
 LZ0130
 LZ0130.The modeled gravity was interpolated from observed gravity values.
 LZ0130
 LZ0130;                    North         East    Units  Estimated Accuracy
 LZ0130;SPC PA N     -   110,690.      734,360.      MT  (+/- 180 meters Scaled)
 LZ0130
 LZ0130                          SUPERSEDED SURVEY CONTROL
 LZ0130
 LZ0130  NGVD 29 (??/??/92)  157.934  (m)          518.16   (f) ADJ UNCH    2 0
 LZ0130
 LZ0130.Superseded values are not recommended for survey control.
 LZ0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0130.See file dsdata.txt to determine how the superseded data were derived.
 LZ0130
 LZ0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL035562(NAD 83)
 LZ0130_MARKER: DB = BENCH MARK DISK
 LZ0130_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0130_SP_SET: BRIDGE SEAT
 LZ0130_STAMPING: G 47 1934
 LZ0130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0130
 LZ0130  HISTORY     - Date     Condition        Report By
 LZ0130  HISTORY     - 1934     MONUMENTED       CGS
 LZ0130
 LZ0130                          STATION DESCRIPTION
 LZ0130
 LZ0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0130'AT SHICKSHINNY.
 LZ0130'AT SHICKSHINNY, LUZERNE COUNTY, 500 FEET WEST OF THE
 LZ0130'ERIE-LACKAWANNA RAILROAD STATION, 50 FEET WEST OF THE CROSSING
 LZ0130'OF UNION STREET, AT THE 60-FOOT PLATE-GIRDER BRIDGE OVER
 LZ0130'SHICKSHINNY CREEK, IN THE NORTH END OF THE EAST BRIDGE SEAT, 6
 LZ0130'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 3 FEET
 LZ0130'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED G 47
 LZ0130'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2761 ***********************************************************************
 KV2761  DESIGNATION -  G 48
 KV2761  PID         -  KV2761
 KV2761  STATE/COUNTY-  PA/CARBON
 KV2761  USGS QUAD   -  CHRISTMANS (1992)
 KV2761
 KV2761                         *CURRENT SURVEY CONTROL
 KV2761  ___________________________________________________________________
 KV2761* NAD 83(1986)-  40 57 04.     (N)    075 42 07.     (W)     SCALED    
 KV2761* NAVD 88     -       246.952  (meters)     810.21   (feet)  ADJUSTED  
 KV2761  ___________________________________________________________________
 KV2761  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KV2761  DYNAMIC HT  -         246.830 (meters)     809.81  (feet)  COMP
 KV2761  MODELED GRAV-     980,124.9   (mgal)                       NAVD 88
 KV2761
 KV2761  VERT ORDER  -  SECOND    CLASS 0
 KV2761
 KV2761.The horizontal coordinates were scaled from a topographic map and have
 KV2761.an estimated accuracy of +/- 6 seconds.
 KV2761
 KV2761.The orthometric height was determined by differential leveling
 KV2761.and adjusted by the National Geodetic Survey in June 1991..
 KV2761
 KV2761.The geoid height was determined by GEOID03.
 KV2761
 KV2761.The dynamic height is computed by dividing the NAVD 88
 KV2761.geopotential number by the normal gravity value computed on the
 KV2761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2761.degrees latitude (g = 980.6199 gals.).
 KV2761
 KV2761.The modeled gravity was interpolated from observed gravity values.
 KV2761
 KV2761;                    North         East    Units  Estimated Accuracy
 KV2761;SPC PA N     -    89,150.      772,420.      MT  (+/- 180 meters Scaled)
 KV2761
 KV2761                          SUPERSEDED SURVEY CONTROL
 KV2761
 KV2761  NGVD 29 (??/??/??)  247.157  (m)          810.88   (f) ADJUSTED    2 0
 KV2761
 KV2761.Superseded values are not recommended for survey control.
 KV2761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2761.See file dsdata.txt to determine how the superseded data were derived.
 KV2761
 KV2761_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL409335(NAD 83)
 KV2761_MARKER: DB = BENCH MARK DISK
 KV2761_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2761_SP_SET: CULVERT
 KV2761_STAMPING: G 48 1934
 KV2761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2761
 KV2761  HISTORY     - Date     Condition        Report By
 KV2761  HISTORY     - 1934     MONUMENTED       CGS
 KV2761  HISTORY     - 1957     MARK NOT FOUND   CGS
 KV2761
 KV2761                          STATION DESCRIPTION
 KV2761
 KV2761'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KV2761'2.7 MI N FROM PENN HAVEN JUNCTION.
 KV2761'2.7 MILES NORTH ALONG THE LEHIGH VALLEY RAILROAD FROM PENN HAVEN
 KV2761'JUNCTION, CARBON COUNTY, ABOUT 2,950 FEET NORTH OF MILEPOST 133,
 KV2761'AT A 4-FOOT CAST-IRON PIPE CULVERT, IN THE TOP OF THE SOUTH END
 KV2761'OF THE EAST HEAD WALL, 10 FEET EAST OF THE CENTER LINE OF THE
 KV2761'NORTH-BOUND TRACK, AND ABOUT 3 FEET LOWER THAN THE TOP OF THE
 KV2761'RAIL.  A STANDARD DISK, STAMPED G 48 1934.  NOTE-- TONS OF ROCK
 KV2761'OVER CULVERT DUE TO FLOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0036 ***********************************************************************
 LZ0036  DESIGNATION -  G 49
 LZ0036  PID         -  LZ0036
 LZ0036  STATE/COUNTY-  PA/SULLIVAN
 LZ0036  USGS QUAD   -  DUSHORE (1983)
 LZ0036
 LZ0036                         *CURRENT SURVEY CONTROL
 LZ0036  ___________________________________________________________________
 LZ0036* NAD 83(1986)-  41 32 02.     (N)    076 23 45.     (W)     SCALED    
 LZ0036* NAVD 88     -       455.784  (meters)    1495.35   (feet)  ADJUSTED  
 LZ0036  ___________________________________________________________________
 LZ0036  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 LZ0036  DYNAMIC HT  -         455.585 (meters)    1494.70  (feet)  COMP
 LZ0036  MODELED GRAV-     980,173.9   (mgal)                       NAVD 88
 LZ0036
 LZ0036  VERT ORDER  -  SECOND    CLASS 0
 LZ0036
 LZ0036.The horizontal coordinates were scaled from a topographic map and have
 LZ0036.an estimated accuracy of +/- 6 seconds.
 LZ0036
 LZ0036.The orthometric height was determined by differential leveling
 LZ0036.and adjusted by the National Geodetic Survey in June 1991..
 LZ0036
 LZ0036.The geoid height was determined by GEOID03.
 LZ0036
 LZ0036.The dynamic height is computed by dividing the NAVD 88
 LZ0036.geopotential number by the normal gravity value computed on the
 LZ0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0036.degrees latitude (g = 980.6199 gals.).
 LZ0036
 LZ0036.The modeled gravity was interpolated from observed gravity values.
 LZ0036
 LZ0036;                    North         East    Units  Estimated Accuracy
 LZ0036;SPC PA N     -   152,720.      713,000.      MT  (+/- 180 meters Scaled)
 LZ0036
 LZ0036                          SUPERSEDED SURVEY CONTROL
 LZ0036
 LZ0036  NGVD 29 (??/??/92)  455.946  (m)         1495.88   (f) ADJ UNCH    2 0
 LZ0036
 LZ0036.Superseded values are not recommended for survey control.
 LZ0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0036.See file dsdata.txt to determine how the superseded data were derived.
 LZ0036
 LZ0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL835989(NAD 83)
 LZ0036_MARKER: DB = BENCH MARK DISK
 LZ0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0036_STAMPING: G 49 1934
 LZ0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0036+STABILITY: SURFACE MOTION
 LZ0036
 LZ0036  HISTORY     - Date     Condition        Report By
 LZ0036  HISTORY     - 1934     MONUMENTED       CGS
 LZ0036
 LZ0036                          STATION DESCRIPTION
 LZ0036
 LZ0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0036'0.5 MI N FROM DUSHORE.
 LZ0036'0.5 MILE NORTH ALONG THE LEHIGH VALLEY RAILROAD FROM DUSHORE,
 LZ0036'SULLIVAN COUNTY, 500 FEET SOUTH OF A WATER TANK, 28 FEET
 LZ0036'NORTHWEST OF A SECONDARY-ROAD CROSSING, 20 FEET NORTH OF A
 LZ0036'4- BY 3-FOOT BOULDER, 15 FEET WEST OF THE WEST RAIL, 12 FEET
 LZ0036'NORTH OF A POLE, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE
 LZ0036'RAIL.  A STANDARD DISK, STAMPED G 49 1934 AND SET IN THE TOP OF
 LZ0036'A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0892 ***********************************************************************
 KW0892  DESIGNATION -  G 5
 KW0892  PID         -  KW0892
 KW0892  STATE/COUNTY-  PA/LANCASTER
 KW0892  USGS QUAD   -  COLUMBIA WEST (1990)
 KW0892
 KW0892                         *CURRENT SURVEY CONTROL
 KW0892  ___________________________________________________________________
 KW0892* NAD 83(1986)-  40 03 21.     (N)    076 33 03.     (W)     SCALED    
 KW0892* NAVD 88     -        78.002  (meters)     255.91   (feet)  ADJUSTED  
 KW0892  ___________________________________________________________________
 KW0892  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KW0892  DYNAMIC HT  -          77.962 (meters)     255.78  (feet)  COMP
 KW0892  MODELED GRAV-     980,114.1   (mgal)                       NAVD 88
 KW0892
 KW0892  VERT ORDER  -  FIRST     CLASS II
 KW0892
 KW0892.The horizontal coordinates were scaled from a topographic map and have
 KW0892.an estimated accuracy of +/- 6 seconds.
 KW0892
 KW0892.The orthometric height was determined by differential leveling
 KW0892.and adjusted by the National Geodetic Survey in June 1991..
 KW0892
 KW0892.The geoid height was determined by GEOID03.
 KW0892
 KW0892.The dynamic height is computed by dividing the NAVD 88
 KW0892.geopotential number by the normal gravity value computed on the
 KW0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0892.degrees latitude (g = 980.6199 gals.).
 KW0892
 KW0892.The modeled gravity was interpolated from observed gravity values.
 KW0892
 KW0892;                    North         East    Units  Estimated Accuracy
 KW0892;SPC PA S     -    80,920.      702,310.      MT  (+/- 180 meters Scaled)
 KW0892
 KW0892                          SUPERSEDED SURVEY CONTROL
 KW0892
 KW0892  NGVD 29 (??/??/??)   78.250  (m)          256.73   (f) ADJUSTED    1 2
 KW0892
 KW0892.Superseded values are not recommended for survey control.
 KW0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0892.See file dsdata.txt to determine how the superseded data were derived.
 KW0892
 KW0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK677351(NAD 83)
 KW0892_MARKER: DB = BENCH MARK DISK
 KW0892_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0892_SP_SET: BRIDGE
 KW0892_STAMPING: G 5 1955
 KW0892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0892
 KW0892  HISTORY     - Date     Condition        Report By
 KW0892  HISTORY     - 1955     MONUMENTED       CGS
 KW0892  HISTORY     - 1979     GOOD             NGS
 KW0892  HISTORY     - 19950312 GOOD             USPSQD
 KW0892  HISTORY     - 20040417 GOOD             GEOCAC
 KW0892
 KW0892                          STATION DESCRIPTION
 KW0892
 KW0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KW0892'0.5 MI E FROM MARIETTA.
 KW0892'ABOUT 0.5 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW0892'FREIGHT STATION AT MARIETTA, ABOUT 75 YARDS WEST OF INTERSECTION
 KW0892'OF FRONT STREET AND LOCUST STREET, ABOUT 90 YARDS EAST OF
 KW0892'INTERSECTION OF FRONT STREET AND SOUTH NEW HAVEN STREET, 8.4
 KW0892'FEET SOUTH OF SOUTH RAIL OF SINGLE TRACK WHICH IS NORTH OF MAIN
 KW0892'LINE TRACKS, 34 FEET SOUTH OF CENTER LINE OF FRONT STREET, 38 1/2
 KW0892'FEET NORTH OF NORTH RAIL OF NORTH TRACK OF MAIN LINE OF RAILROAD,
 KW0892'IN THE TOP OF SOUTH END OF THE STONE MASONRY BRIDGE SEAT OF
 KW0892'EAST ABUTMENT OF BRIDGE NO. 83-56 UNDER THE SINGLE TRACK AND
 KW0892'FRONT STREET OVER A CREEK AND ABOUT 2 1/2 FEET BELOW LEVEL OF
 KW0892'TRACK.
 KW0892
 KW0892                          STATION RECOVERY (1979)
 KW0892
 KW0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW0892'RECOVERED IN GOOD CONDITION.
 KW0892
 KW0892                          STATION RECOVERY (1995)
 KW0892
 KW0892'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW0892'RECOVERED IN GOOD CONDITION.
 KW0892
 KW0892                          STATION RECOVERY (2004)
 KW0892
 KW0892'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0892'REMOVE REFERENCE TO THE SINGLE TRACK NORTH OF THE MAINLINE TRACKS. IT
 KW0892'HAS BEEN REMOVED. BRIDGE NOW CARRIES ONLY FRONT STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0372 ***********************************************************************
 KW0372  DESIGNATION -  G 50
 KW0372  PID         -  KW0372
 KW0372  STATE/COUNTY-  PA/SCHUYLKILL
 KW0372  USGS QUAD   -  DELANO (1976)
 KW0372
 KW0372                         *CURRENT SURVEY CONTROL
 KW0372  ___________________________________________________________________
 KW0372* NAD 83(1986)-  40 51 59.     (N)    076 06 01.     (W)     SCALED    
 KW0372* NAVD 88     -       429.447  (meters)    1408.94   (feet)  ADJUSTED  
 KW0372  ___________________________________________________________________
 KW0372  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KW0372  DYNAMIC HT  -         429.238 (meters)    1408.26  (feet)  COMP
 KW0372  MODELED GRAV-     980,124.8   (mgal)                       NAVD 88
 KW0372
 KW0372  VERT ORDER  -  SECOND    CLASS 0
 KW0372
 KW0372.The horizontal coordinates were scaled from a topographic map and have
 KW0372.an estimated accuracy of +/- 6 seconds.
 KW0372
 KW0372.The orthometric height was determined by differential leveling
 KW0372.and adjusted by the National Geodetic Survey in June 1991..
 KW0372
 KW0372.The geoid height was determined by GEOID03.
 KW0372
 KW0372.The dynamic height is computed by dividing the NAVD 88
 KW0372.geopotential number by the normal gravity value computed on the
 KW0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0372.degrees latitude (g = 980.6199 gals.).
 KW0372
 KW0372.The modeled gravity was interpolated from observed gravity values.
 KW0372
 KW0372;                    North         East    Units  Estimated Accuracy
 KW0372;SPC PA S     -   171,530.      739,070.      MT  (+/- 180 meters Scaled)
 KW0372
 KW0372                          SUPERSEDED SURVEY CONTROL
 KW0372
 KW0372  NGVD 29 (??/??/??)  429.646  (m)         1409.60   (f) ADJUSTED    2 0
 KW0372
 KW0372.Superseded values are not recommended for survey control.
 KW0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0372.See file dsdata.txt to determine how the superseded data were derived.
 KW0372
 KW0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL072245(NAD 83)
 KW0372_MARKER: DB = BENCH MARK DISK
 KW0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0372_STAMPING: G 50 1934
 KW0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0372+STABILITY: SURFACE MOTION
 KW0372
 KW0372  HISTORY     - Date     Condition        Report By
 KW0372  HISTORY     - 1934     MONUMENTED       CGS
 KW0372  HISTORY     - 1954     POOR             USGS
 KW0372
 KW0372                          STATION DESCRIPTION
 KW0372
 KW0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0372'AT GIRARD MANOR.
 KW0372'160 FEET SOUTH OF THE READING CO. RAILWAY STATION, 6 FEET NORTH OF
 KW0372'POLE 114+36, ABOUT 90 FEET SOUTHWEST OF A ROAD CROSSING, 10 FEET
 KW0372'EAST OF THE CENTER LINE OF A ROAD, 25 FEET WEST OF THE CENTER
 KW0372'LINE OF THE TRAC, AND ABOUT LEVEL WITH THE TOP OF THE RAIL.  SET
 KW0372'IN THE TOP OF A CONCRETE POST.
 KW0372
 KW0372                          STATION RECOVERY (1954)
 KW0372
 KW0372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 KW0372'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0386 ***********************************************************************
 LZ0386  DESIGNATION -  G 51
 LZ0386  PID         -  LZ0386
 LZ0386  STATE/COUNTY-  PA/LYCOMING
 LZ0386  USGS QUAD   -  BODINES (1973)
 LZ0386
 LZ0386                         *CURRENT SURVEY CONTROL
 LZ0386  ___________________________________________________________________
 LZ0386* NAD 83(1986)-  41 28 14.     (N)    076 58 32.     (W)     SCALED    
 LZ0386* NAVD 88     -       241.512  (meters)     792.36   (feet)  ADJUSTED  
 LZ0386  ___________________________________________________________________
 LZ0386  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 LZ0386  DYNAMIC HT  -         241.407 (meters)     792.02  (feet)  COMP
 LZ0386  MODELED GRAV-     980,183.1   (mgal)                       NAVD 88
 LZ0386
 LZ0386  VERT ORDER  -  SECOND    CLASS 0
 LZ0386
 LZ0386.The horizontal coordinates were scaled from a topographic map and have
 LZ0386.an estimated accuracy of +/- 6 seconds.
 LZ0386
 LZ0386.The orthometric height was determined by differential leveling
 LZ0386.and adjusted by the National Geodetic Survey in June 1991..
 LZ0386
 LZ0386.The geoid height was determined by GEOID03.
 LZ0386
 LZ0386.The dynamic height is computed by dividing the NAVD 88
 LZ0386.geopotential number by the normal gravity value computed on the
 LZ0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0386.degrees latitude (g = 980.6199 gals.).
 LZ0386
 LZ0386.The modeled gravity was interpolated from observed gravity values.
 LZ0386
 LZ0386;                    North         East    Units  Estimated Accuracy
 LZ0386;SPC PA N     -   145,090.      664,690.      MT  (+/- 180 meters Scaled)
 LZ0386
 LZ0386                          SUPERSEDED SURVEY CONTROL
 LZ0386
 LZ0386  NGVD 29 (??/??/92)  241.696  (m)          792.96   (f) ADJ UNCH    2 0
 LZ0386
 LZ0386.Superseded values are not recommended for survey control.
 LZ0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0386.See file dsdata.txt to determine how the superseded data were derived.
 LZ0386
 LZ0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL350928(NAD 83)
 LZ0386_MARKER: DB = BENCH MARK DISK
 LZ0386_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0386_SP_SET: BRIDGE WALL
 LZ0386_STAMPING: G 51 1934
 LZ0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0386
 LZ0386  HISTORY     - Date     Condition        Report By
 LZ0386  HISTORY     - 1934     MONUMENTED       CGS
 LZ0386
 LZ0386                          STATION DESCRIPTION
 LZ0386
 LZ0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0386'AT MARSH HILL JUNCTION.
 LZ0386'AT MARSH HILL JUNCTION, ABOUT 290 FEET SOUTH OF THE PENNSYLVANIA
 LZ0386'RAILROAD STATION, AT STEEL BRIDGE 20.23 (100-FOOT SPAN), IN THE
 LZ0386'WEST END OF THE NORTH BACK WALL, ABOUT 90 FEET SOUTH OF A FROG
 LZ0386'AT THE JUNCTION, 4 FEET WEST OF THE WEST RAIL, AND ABOUT 1 FOOT
 LZ0386'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED G 51
 LZ0386'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1729 ***********************************************************************
 LY1729  DESIGNATION -  G 52
 LY1729  PID         -  LY1729
 LY1729  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1729  USGS QUAD   -  MONTROSE EAST (1992)
 LY1729
 LY1729                         *CURRENT SURVEY CONTROL
 LY1729  ___________________________________________________________________
 LY1729* NAD 83(1986)-  41 49 01.     (N)    075 46 33.     (W)     SCALED    
 LY1729* NAVD 88     -       343.903  (meters)    1128.29   (feet)  ADJUSTED  
 LY1729  ___________________________________________________________________
 LY1729  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 LY1729  DYNAMIC HT  -         343.770 (meters)    1127.85  (feet)  COMP
 LY1729  MODELED GRAV-     980,226.3   (mgal)                       NAVD 88
 LY1729
 LY1729  VERT ORDER  -  SECOND    CLASS 0
 LY1729
 LY1729.The horizontal coordinates were scaled from a topographic map and have
 LY1729.an estimated accuracy of +/- 6 seconds.
 LY1729
 LY1729.The orthometric height was determined by differential leveling
 LY1729.and adjusted by the National Geodetic Survey in June 1991..
 LY1729
 LY1729.The geoid height was determined by GEOID03.
 LY1729
 LY1729.The dynamic height is computed by dividing the NAVD 88
 LY1729.geopotential number by the normal gravity value computed on the
 LY1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1729.degrees latitude (g = 980.6199 gals.).
 LY1729
 LY1729.The modeled gravity was interpolated from observed gravity values.
 LY1729
 LY1729;                    North         East    Units  Estimated Accuracy
 LY1729;SPC PA N     -   185,140.      764,010.      MT  (+/- 180 meters Scaled)
 LY1729
 LY1729                          SUPERSEDED SURVEY CONTROL
 LY1729
 LY1729  NGVD 29 (??/??/92)  344.054  (m)         1128.78   (f) ADJ UNCH    2 0
 LY1729
 LY1729.Superseded values are not recommended for survey control.
 LY1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1729.See file dsdata.txt to determine how the superseded data were derived.
 LY1729
 LY1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM355297(NAD 83)
 LY1729_MARKER: DB = BENCH MARK DISK
 LY1729_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1729_SP_SET: CULVERT
 LY1729_STAMPING: G 52 1934
 LY1729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1729
 LY1729  HISTORY     - Date     Condition        Report By
 LY1729  HISTORY     - 1934     MONUMENTED       CGS
 LY1729  HISTORY     - 1968     MARK NOT FOUND   NGS
 LY1729
 LY1729                          STATION DESCRIPTION
 LY1729
 LY1729'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LY1729'AT ALFORD.
 LY1729'AT ALFORD, SUSQUEHANNA COUNTY, ON THE ERNIE, LACKAWANNA RAILROAD,
 LY1729'0.3 MILE WEST OF THE JUNCTION OF THE MAIN LINE AND THE MONTROSE
 LY1729'BRANCH LINE, 330 FEET WEST OF MILEPOST 166, AT A CONCRETE-ARCH
 LY1729'CULVERT, IN THE WEST END OF THE SOUTH COPING, 9 FEET SOUTH OF THE
 LY1729'CENTERLINE OF THE TRACK, AND ABOUT 9 INCHES BELOW THE TOP OF THE
 LY1729'RAIL.  A STANDARD DISK, STAMPED G 52 1934.
 LY1729
 LY1729                          STATION RECOVERY (1968)
 LY1729
 LY1729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LY1729'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2800 ***********************************************************************
 KV2800  DESIGNATION -  G 54
 KV2800  PID         -  KV2800
 KV2800  STATE/COUNTY-  PA/CARBON
 KV2800  USGS QUAD   -  LEHIGHTON (1997)
 KV2800
 KV2800                         *CURRENT SURVEY CONTROL
 KV2800  ___________________________________________________________________
 KV2800* NAD 83(1986)-  40 50 19.     (N)    075 40 18.     (W)     SCALED    
 KV2800* NAVD 88     -       147.773  (meters)     484.82   (feet)  ADJUSTED  
 KV2800  ___________________________________________________________________
 KV2800  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KV2800  DYNAMIC HT  -         147.702 (meters)     484.59  (feet)  COMP
 KV2800  MODELED GRAV-     980,141.5   (mgal)                       NAVD 88
 KV2800
 KV2800  VERT ORDER  -  SECOND    CLASS 0
 KV2800
 KV2800.The horizontal coordinates were scaled from a topographic map and have
 KV2800.an estimated accuracy of +/- 6 seconds.
 KV2800
 KV2800.The orthometric height was determined by differential leveling
 KV2800.and adjusted by the National Geodetic Survey in June 1991..
 KV2800
 KV2800.The geoid height was determined by GEOID03.
 KV2800
 KV2800.The dynamic height is computed by dividing the NAVD 88
 KV2800.geopotential number by the normal gravity value computed on the
 KV2800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2800.degrees latitude (g = 980.6199 gals.).
 KV2800
 KV2800.The modeled gravity was interpolated from observed gravity values.
 KV2800
 KV2800;                    North         East    Units  Estimated Accuracy
 KV2800;SPC PA N     -    76,730.      775,270.      MT  (+/- 180 meters Scaled)
 KV2800
 KV2800                          SUPERSEDED SURVEY CONTROL
 KV2800
 KV2800  NGVD 29 (??/??/??)  147.975  (m)          485.48   (f) ADJUSTED    2 0
 KV2800
 KV2800.Superseded values are not recommended for survey control.
 KV2800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2800.See file dsdata.txt to determine how the superseded data were derived.
 KV2800
 KV2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL433210(NAD 83)
 KV2800_MARKER: DB = BENCH MARK DISK
 KV2800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2800_STAMPING: G 54 1935
 KV2800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2800+STABILITY: SURFACE MOTION
 KV2800
 KV2800  HISTORY     - Date     Condition        Report By
 KV2800  HISTORY     - 1935     MONUMENTED       CGS
 KV2800  HISTORY     - 1956     MARK NOT FOUND   CGS
 KV2800  HISTORY     - 1957     MARK NOT FOUND   USGS
 KV2800
 KV2800                          STATION DESCRIPTION
 KV2800
 KV2800'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV2800'2 MI E FROM WEISSPORT.
 KV2800'2.0 MILES EAST ALONG U.S. HIGHWAY 209 FROM WEISSPORT, CARBON
 KV2800'COUNTY, AT STATION 1+0, 95 FEET SOUTHEAST OF THE SERVICE STATION
 KV2800'OF CHARLES SMITH, 12 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 KV2800'5 FEET EAST OF POLE PP AND L 11620, AND ABOUT 4 INCHES ABOVE THE
 KV2800'FINISHED GRADE.  A STANDARD DISK, STAMPED G 54 1935 AND SET IN
 KV2800'THE TOP OF A CONCRETE POST.  NOTE-- THE HIGHWAY HAS BEEN CHANGED
 KV2800'IN THE VICINITY.  SEVERAL INQUIRY WERE MADE AS TO THE LOCATION
 KV2800'OF THE FORMER SERVICE STATION OF A MR. CHARLES SMITH BUT NO ONE
 KV2800'REMEMBERED SUCH A PLACE IN THE LOCALITY.
 KV2800
 KV2800                          STATION RECOVERY (1957)
 KV2800
 KV2800'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 KV2800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1758 ***********************************************************************
 LY1758  DESIGNATION -  G 56
 LY1758  PID         -  LY1758
 LY1758  STATE/COUNTY-  PA/LACKAWANNA
 LY1758  USGS QUAD   -  CARBONDALE (1994)
 LY1758
 LY1758                         *CURRENT SURVEY CONTROL
 LY1758  ___________________________________________________________________
 LY1758* NAD 83(1986)-  41 31 31.     (N)    075 32 44.     (W)     SCALED    
 LY1758* NAVD 88     -       287.130  (meters)     942.03   (feet)  ADJUSTED  
 LY1758  ___________________________________________________________________
 LY1758  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 LY1758  DYNAMIC HT  -         287.019 (meters)     941.66  (feet)  COMP
 LY1758  MODELED GRAV-     980,230.7   (mgal)                       NAVD 88
 LY1758
 LY1758  VERT ORDER  -  SECOND    CLASS 0
 LY1758
 LY1758.The horizontal coordinates were scaled from a topographic map and have
 LY1758.an estimated accuracy of +/- 6 seconds.
 LY1758
 LY1758.The orthometric height was determined by differential leveling
 LY1758.and adjusted by the National Geodetic Survey in June 1991..
 LY1758
 LY1758.The geoid height was determined by GEOID03.
 LY1758
 LY1758.The dynamic height is computed by dividing the NAVD 88
 LY1758.geopotential number by the normal gravity value computed on the
 LY1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1758.degrees latitude (g = 980.6199 gals.).
 LY1758
 LY1758.The modeled gravity was interpolated from observed gravity values.
 LY1758
 LY1758;                    North         East    Units  Estimated Accuracy
 LY1758;SPC PA N     -   153,220.      783,960.      MT  (+/- 180 meters Scaled)
 LY1758
 LY1758                          SUPERSEDED SURVEY CONTROL
 LY1758
 LY1758  NGVD 29 (??/??/92)  287.332  (m)          942.69   (f) ADJ UNCH    2 0
 LY1758
 LY1758.Superseded values are not recommended for survey control.
 LY1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1758.See file dsdata.txt to determine how the superseded data were derived.
 LY1758
 LY1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL544972(NAD 83)
 LY1758_MARKER: DD = SURVEY DISK
 LY1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1758_STAMPING: G 56 1934
 LY1758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1758+STABILITY: SURFACE MOTION
 LY1758
 LY1758  HISTORY     - Date     Condition        Report By
 LY1758  HISTORY     - 1934     MONUMENTED       PAGS
 LY1758  HISTORY     - 1942     GOOD             NGS
 LY1758  HISTORY     - 1969     GOOD             NGS
 LY1758
 LY1758                          STATION DESCRIPTION
 LY1758
 LY1758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY1758'AT JERMYN.
 LY1758'AT JERMYN, LACKAWANNA COUNTY, 100 FEET NORTH OF THE DELAWARE
 LY1758'AND HUDSON RAILROAD STATION, 60 FEET SOUTH OF THE SOUTH END OF
 LY1758'BRIDGE 62/34, 75 FEET SOUTH OF THE CENTERLINE OF DELAWARE STREET,
 LY1758'75 FEET EAST OF THE CENTERLINE OF CHESTNUT STREET, 40 FEET EAST
 LY1758'OF THE CENTERLINE OF THE WEST-BOUND TRACK, AND ABOUT 1 FOOT
 LY1758'LOWER THAN THE TOP OF THE RAIL.  A COMMONWEALTH OF PENNSYLVANIA
 LY1758'STANDARD DISK, STAMPED G 56 1934 AND SET IN THE TOP OF A CONCRETE
 LY1758'POST LEVEL WITH THE GROUND.
 LY1758
 LY1758                          STATION RECOVERY (1969)
 LY1758
 LY1758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LY1758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0109 ***********************************************************************
 LZ0109  DESIGNATION -  G 57
 LZ0109  PID         -  LZ0109
 LZ0109  STATE/COUNTY-  PA/LUZERNE
 LZ0109  USGS QUAD   -  NOXEN (1981)
 LZ0109
 LZ0109                         *CURRENT SURVEY CONTROL
 LZ0109  ___________________________________________________________________
 LZ0109* NAD 83(1986)-  41 22 55.     (N)    076 01 27.     (W)     SCALED    
 LZ0109* NAVD 88     -       392.015  (meters)    1286.14   (feet)  ADJUSTED  
 LZ0109  ___________________________________________________________________
 LZ0109  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 LZ0109  DYNAMIC HT  -         391.852 (meters)    1285.60  (feet)  COMP
 LZ0109  MODELED GRAV-     980,196.4   (mgal)                       NAVD 88
 LZ0109
 LZ0109  VERT ORDER  -  SECOND    CLASS 0
 LZ0109
 LZ0109.The horizontal coordinates were scaled from a topographic map and have
 LZ0109.an estimated accuracy of +/- 6 seconds.
 LZ0109
 LZ0109.The orthometric height was determined by differential leveling
 LZ0109.and adjusted by the National Geodetic Survey in June 1991..
 LZ0109
 LZ0109.The geoid height was determined by GEOID03.
 LZ0109
 LZ0109.The dynamic height is computed by dividing the NAVD 88
 LZ0109.geopotential number by the normal gravity value computed on the
 LZ0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0109.degrees latitude (g = 980.6199 gals.).
 LZ0109
 LZ0109.The modeled gravity was interpolated from observed gravity values.
 LZ0109
 LZ0109;                    North         East    Units  Estimated Accuracy
 LZ0109;SPC PA N     -   136,400.      744,350.      MT  (+/- 180 meters Scaled)
 LZ0109
 LZ0109                          SUPERSEDED SURVEY CONTROL
 LZ0109
 LZ0109  NGVD 29 (??/??/92)  392.216  (m)         1286.80   (f) ADJ UNCH    2 0
 LZ0109
 LZ0109.Superseded values are not recommended for survey control.
 LZ0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0109.See file dsdata.txt to determine how the superseded data were derived.
 LZ0109
 LZ0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL143816(NAD 83)
 LZ0109_MARKER: DD = SURVEY DISK
 LZ0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0109_STAMPING: G 57 1934
 LZ0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0109+STABILITY: SURFACE MOTION
 LZ0109
 LZ0109  HISTORY     - Date     Condition        Report By
 LZ0109  HISTORY     - 1934     MONUMENTED       CGS
 LZ0109
 LZ0109                          STATION DESCRIPTION
 LZ0109
 LZ0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0109'AT ALDERSON.
 LZ0109'AT ALDERSON, LUZERNE COUNTY, ON THE LEHIGH VALLEY RAILROAD,
 LZ0109'ABOUT 75 FEET SOUTH OF THE STATION, ABOUT 150 FEET SOUTH OF A WOODEN
 LZ0109'WATER TOWER, ABOUT 70 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 LZ0109'THE FREIGHT STATION, ABOUT 200 FEET EAST OF THE CENTER LINE OF
 LZ0109'STATE HIGHWAY 415, 45 FEET EAST OF THE CENTER LINE OF THE TRACK,
 LZ0109'AND LEVEL WITH THE TOP OF THE RAIL.  A STATE SURVEY STANDARD
 LZ0109'DISK, STAMPED G 57 1934 AND SET IN THE TOP OF A CONCRETE POST,
 LZ0109'PROJECTING ABOUT 6 INCHES ABOVE-GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0190 ***********************************************************************
 LY0190  DESIGNATION -  G 58
 LY0190  PID         -  LY0190
 LY0190  STATE/COUNTY-  PA/WYOMING
 LY0190  USGS QUAD   -  TUNKHANNOCK (1983)
 LY0190
 LY0190                         *CURRENT SURVEY CONTROL
 LY0190  ___________________________________________________________________
 LY0190* NAD 83(1986)-  41 32 09.     (N)    075 57 35.     (W)     SCALED    
 LY0190* NAVD 88     -       185.682  (meters)     609.19   (feet)  ADJUSTED  
 LY0190  ___________________________________________________________________
 LY0190  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 LY0190  DYNAMIC HT  -         185.614 (meters)     608.97  (feet)  COMP
 LY0190  MODELED GRAV-     980,250.3   (mgal)                       NAVD 88
 LY0190
 LY0190  VERT ORDER  -  SECOND    CLASS 0
 LY0190
 LY0190.The horizontal coordinates were scaled from a topographic map and have
 LY0190.an estimated accuracy of +/- 6 seconds.
 LY0190
 LY0190.The orthometric height was determined by differential leveling
 LY0190.and adjusted by the National Geodetic Survey in June 1991..
 LY0190
 LY0190.The geoid height was determined by GEOID03.
 LY0190
 LY0190.The dynamic height is computed by dividing the NAVD 88
 LY0190.geopotential number by the normal gravity value computed on the
 LY0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0190.degrees latitude (g = 980.6199 gals.).
 LY0190
 LY0190.The modeled gravity was interpolated from observed gravity values.
 LY0190
 LY0190;                    North         East    Units  Estimated Accuracy
 LY0190;SPC PA N     -   153,600.      749,380.      MT  (+/- 180 meters Scaled)
 LY0190
 LY0190                          SUPERSEDED SURVEY CONTROL
 LY0190
 LY0190  NGVD 29 (??/??/92)  185.891  (m)          609.88   (f) ADJ UNCH    2 0
 LY0190
 LY0190.Superseded values are not recommended for survey control.
 LY0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0190.See file dsdata.txt to determine how the superseded data were derived.
 LY0190
 LY0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL199986(NAD 83)
 LY0190_MARKER: DB = BENCH MARK DISK
 LY0190_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0190_SP_SET: SEMAPHORE FOUNDATION
 LY0190_STAMPING: G 58 1934
 LY0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0190
 LY0190  HISTORY     - Date     Condition        Report By
 LY0190  HISTORY     - 1934     MONUMENTED       CGS
 LY0190  HISTORY     - 1962     GOOD             NGS
 LY0190
 LY0190                          STATION DESCRIPTION
 LY0190
 LY0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LY0190'AT TUNKHANNOCK.
 LY0190'AT TUNKHANNOCK, WYOMING COUNTY, ABOUT 3,100 FEET WEST OF THE
 LY0190'LEHIGH VALLEY RAILROAD STATION, ABOUT 3,150 FEET WEST OF MILEPOST
 LY0190'207, AT SEMAPHORE 207/1, IN THE SOUTHEAST CORNER OF THE
 LY0190'FOUNDATION, 20 FEET NORTH OF THE CENTER LINE OF THE WEST-BOUND
 LY0190'TRACK, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A
 LY0190'STANDARD DISK, STAMPED G 58 1934.
 LY0190
 LY0190                          STATION RECOVERY (1962)
 LY0190
 LY0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 LY0190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0733 ***********************************************************************
 KW0733  DESIGNATION -  G 6
 KW0733  PID         -  KW0733
 KW0733  STATE/COUNTY-  PA/LANCASTER
 KW0733  USGS QUAD   -  COLUMBIA EAST (1995)
 KW0733
 KW0733                         *CURRENT SURVEY CONTROL
 KW0733  ___________________________________________________________________
 KW0733* NAD 83(1986)-  40 02 09.     (N)    076 24 10.     (W)     SCALED    
 KW0733* NAVD 88     -       126.770  (meters)     415.91   (feet)  ADJUSTED  
 KW0733  ___________________________________________________________________
 KW0733  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KW0733  DYNAMIC HT  -         126.705 (meters)     415.70  (feet)  COMP
 KW0733  MODELED GRAV-     980,108.0   (mgal)                       NAVD 88
 KW0733
 KW0733  VERT ORDER  -  FIRST     CLASS II
 KW0733
 KW0733.The horizontal coordinates were scaled from a topographic map and have
 KW0733.an estimated accuracy of +/- 6 seconds.
 KW0733
 KW0733.The orthometric height was determined by differential leveling
 KW0733.and adjusted by the National Geodetic Survey in June 1991..
 KW0733
 KW0733.The geoid height was determined by GEOID03.
 KW0733
 KW0733.The dynamic height is computed by dividing the NAVD 88
 KW0733.geopotential number by the normal gravity value computed on the
 KW0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0733.degrees latitude (g = 980.6199 gals.).
 KW0733
 KW0733.The modeled gravity was interpolated from observed gravity values.
 KW0733
 KW0733;                    North         East    Units  Estimated Accuracy
 KW0733;SPC PA S     -    78,880.      714,980.      MT  (+/- 180 meters Scaled)
 KW0733
 KW0733                          SUPERSEDED SURVEY CONTROL
 KW0733
 KW0733  NGVD 29 (??/??/??)  127.022  (m)          416.74   (f) ADJUSTED    1 2
 KW0733
 KW0733.Superseded values are not recommended for survey control.
 KW0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0733.See file dsdata.txt to determine how the superseded data were derived.
 KW0733
 KW0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK803326(NAD 83)
 KW0733_MARKER: DB = BENCH MARK DISK
 KW0733_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0733_SP_SET: BUTTRESS
 KW0733_STAMPING: G 6 1955
 KW0733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0733
 KW0733  HISTORY     - Date     Condition        Report By
 KW0733  HISTORY     - 1955     MONUMENTED       CGS
 KW0733  HISTORY     - 1975     GOOD             PADT
 KW0733
 KW0733                          STATION DESCRIPTION
 KW0733
 KW0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KW0733'1.2 MI E FROM MOUNTVILLE.
 KW0733'ABOUT 1.25 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE OVERPASS
 KW0733'OVER THE PENNSYLVANIA RAILROAD AT MOUNTVILLE, ABOUT 115 YARDS
 KW0733'SOUTH OF HIGHWAY, AT GARDEN SPOT AIRPORT, AT THE NORTHWEST
 KW0733'CORNER OF THE CENTER ONE OF THREE QUONSET TYPE METAL HANGAR
 KW0733'BUILDINGS, IN THE TOP OF CONCRETE BUTTRESS, 1.8 FEET SOUTHWEST
 KW0733'OF NORTHWEST CORNER OF SLIDING DOOR FRAME AND ABOUT 3 FEET ABOVE
 KW0733'GROUND.
 KW0733
 KW0733                          STATION RECOVERY (1975)
 KW0733
 KW0733'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 KW0733'AIRPORT IS CLOSED AND MOST WESTERLY QUONSET BUILDING IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1043 ***********************************************************************
 LY1043  DESIGNATION -  G 60
 LY1043  PID         -  LY1043
 LY1043  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1043  USGS QUAD   -  FOREST CITY (1994)
 LY1043
 LY1043                         *CURRENT SURVEY CONTROL
 LY1043  ___________________________________________________________________
 LY1043* NAD 83(1986)-  41 40 50.     (N)    075 28 20.     (W)     SCALED    
 LY1043* NAVD 88     -       475.961  (meters)    1561.55   (feet)  ADJUSTED  
 LY1043  ___________________________________________________________________
 LY1043  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LY1043  DYNAMIC HT  -         475.773 (meters)    1560.93  (feet)  COMP
 LY1043  MODELED GRAV-     980,211.8   (mgal)                       NAVD 88
 LY1043
 LY1043  VERT ORDER  -  SECOND    CLASS 0
 LY1043
 LY1043.The horizontal coordinates were scaled from a topographic map and have
 LY1043.an estimated accuracy of +/- 6 seconds.
 LY1043
 LY1043.The orthometric height was determined by differential leveling
 LY1043.and adjusted by the National Geodetic Survey in June 1991..
 LY1043
 LY1043.The geoid height was determined by GEOID03.
 LY1043
 LY1043.The dynamic height is computed by dividing the NAVD 88
 LY1043.geopotential number by the normal gravity value computed on the
 LY1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1043.degrees latitude (g = 980.6199 gals.).
 LY1043
 LY1043.The modeled gravity was interpolated from observed gravity values.
 LY1043
 LY1043;                    North         East    Units  Estimated Accuracy
 LY1043;SPC PA N     -   170,620.      789,630.      MT  (+/- 180 meters Scaled)
 LY1043
 LY1043                          SUPERSEDED SURVEY CONTROL
 LY1043
 LY1043  NGVD 29 (??/??/92)  476.139  (m)         1562.13   (f) ADJ UNCH    2 0
 LY1043
 LY1043.Superseded values are not recommended for survey control.
 LY1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1043.See file dsdata.txt to determine how the superseded data were derived.
 LY1043
 LY1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM606144(NAD 83)
 LY1043_MARKER: DB = BENCH MARK DISK
 LY1043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1043_SP_SET: ABUTMENT
 LY1043_STAMPING: G 60 1934
 LY1043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1043
 LY1043  HISTORY     - Date     Condition        Report By
 LY1043  HISTORY     - 1934     MONUMENTED       CGS
 LY1043  HISTORY     - 1942     GOOD             NGS
 LY1043
 LY1043                          STATION DESCRIPTION
 LY1043
 LY1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY1043'3 MI S FROM UNIONDALE.
 LY1043'3.0 MILES SOUTH ALONG THE ERIE RAILROAD FROM UNIONDALE,
 LY1043'SUSQUEHANNA COUNTY, ABOUT 1,550 FEET NORTHEAST OF MILEPOST S 31,
 LY1043'AT 85-FOOT GIRDER BRIDGE 30/67, IN THE NORTHWEST END OF THE
 LY1043'NORTHEAST ABUTMENT, 15 FEET SOUTHWEST OF THE CENTERLINE OF THE
 LY1043'SOUTH-BOUND TRACK, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE
 LY1043'RAIL.  A STANDARD DISK, STAMPED G 60 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0007 ***********************************************************************
 MB0007  DESIGNATION -  G 62
 MB0007  PID         -  MB0007
 MB0007  STATE/COUNTY-  PA/CRAWFORD
 MB0007  USGS QUAD   -  GENEVA (1990)
 MB0007
 MB0007                         *CURRENT SURVEY CONTROL
 MB0007  ___________________________________________________________________
 MB0007* NAD 83(1986)-  41 35 26.     (N)    080 13 07.     (W)     SCALED    
 MB0007* NAVD 88     -       328.604  (meters)    1078.10   (feet)  ADJUSTED  
 MB0007  ___________________________________________________________________
 MB0007  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MB0007  DYNAMIC HT  -         328.466 (meters)    1077.64  (feet)  COMP
 MB0007  MODELED GRAV-     980,193.2   (mgal)                       NAVD 88
 MB0007
 MB0007  VERT ORDER  -  SECOND    CLASS 0
 MB0007
 MB0007.The horizontal coordinates were scaled from a topographic map and have
 MB0007.an estimated accuracy of +/- 6 seconds.
 MB0007
 MB0007.The orthometric height was determined by differential leveling
 MB0007.and adjusted by the National Geodetic Survey in June 1991..
 MB0007
 MB0007.The geoid height was determined by GEOID03.
 MB0007
 MB0007.The dynamic height is computed by dividing the NAVD 88
 MB0007.geopotential number by the normal gravity value computed on the
 MB0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0007.degrees latitude (g = 980.6199 gals.).
 MB0007
 MB0007.The modeled gravity was interpolated from observed gravity values.
 MB0007
 MB0007;                    North         East    Units  Estimated Accuracy
 MB0007;SPC PA N     -   161,060.      394,200.      MT  (+/- 180 meters Scaled)
 MB0007
 MB0007                          SUPERSEDED SURVEY CONTROL
 MB0007
 MB0007  NGVD 29 (??/??/92)  328.770  (m)         1078.64   (f) ADJ UNCH    2 0
 MB0007
 MB0007.Superseded values are not recommended for survey control.
 MB0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0007.See file dsdata.txt to determine how the superseded data were derived.
 MB0007
 MB0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG651046(NAD 83)
 MB0007_MARKER: DB = BENCH MARK DISK
 MB0007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0007_SP_SET: BRIDGE SEAT
 MB0007_STAMPING: G 62 1935
 MB0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0007
 MB0007  HISTORY     - Date     Condition        Report By
 MB0007  HISTORY     - 1935     MONUMENTED       CGS
 MB0007  HISTORY     - 1960     GOOD             NGS
 MB0007  HISTORY     - 1990     GOOD             LOCSUR
 MB0007
 MB0007                          STATION DESCRIPTION
 MB0007
 MB0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MB0007'4.9 MI E FROM CONNEAUT LAKE.
 MB0007'4.9 MILES EAST ALONG THE BESSEMER AND LAKE ERIE RAILROAD FROM
 MB0007'THE STATION AT CONNEAUT LAKE, OPPOSITE POLE 9+25, AT AN 80-FOOT
 MB0007'GIRDER AND CONCRETE-SLAB BRIDGE, AT THE NORTH SIDE OF THE EAST
 MB0007'ABUTMENT, IN THE TOP OF THE BRIDGE SEAT, 10 FEET NORTH OF THE
 MB0007'NORTH RAIL, AND 7 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 MB0007'STAMPED G 62 1935.
 MB0007
 MB0007                          STATION RECOVERY (1990)
 MB0007
 MB0007'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1990 (CHF)
 MB0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0300 ***********************************************************************
 MB0300  DESIGNATION -  G 63
 MB0300  PID         -  MB0300
 MB0300  STATE/COUNTY-  PA/MERCER
 MB0300  USGS QUAD   -  MERCER (1990)
 MB0300
 MB0300                         *CURRENT SURVEY CONTROL
 MB0300  ___________________________________________________________________
 MB0300* NAD 83(1986)-  41 13 58.     (N)    080 11 50.     (W)     SCALED    
 MB0300* NAVD 88     -       339.511  (meters)    1113.88   (feet)  ADJUSTED  
 MB0300  ___________________________________________________________________
 MB0300  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 MB0300  DYNAMIC HT  -         339.357 (meters)    1113.37  (feet)  COMP
 MB0300  MODELED GRAV-     980,159.3   (mgal)                       NAVD 88
 MB0300
 MB0300  VERT ORDER  -  SECOND    CLASS 0
 MB0300
 MB0300.The horizontal coordinates were scaled from a topographic map and have
 MB0300.an estimated accuracy of +/- 6 seconds.
 MB0300
 MB0300.The orthometric height was determined by differential leveling
 MB0300.and adjusted by the National Geodetic Survey in June 1991..
 MB0300
 MB0300.The geoid height was determined by GEOID03.
 MB0300
 MB0300.The dynamic height is computed by dividing the NAVD 88
 MB0300.geopotential number by the normal gravity value computed on the
 MB0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0300.degrees latitude (g = 980.6199 gals.).
 MB0300
 MB0300.The modeled gravity was interpolated from observed gravity values.
 MB0300
 MB0300;                    North         East    Units  Estimated Accuracy
 MB0300;SPC PA N     -   121,290.      394,860.      MT  (+/- 180 meters Scaled)
 MB0300
 MB0300                          SUPERSEDED SURVEY CONTROL
 MB0300
 MB0300  NGVD 29 (??/??/92)  339.631  (m)         1114.27   (f) ADJ UNCH    2 0
 MB0300
 MB0300.Superseded values are not recommended for survey control.
 MB0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0300.See file dsdata.txt to determine how the superseded data were derived.
 MB0300
 MB0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF672649(NAD 83)
 MB0300_MARKER: DB = BENCH MARK DISK
 MB0300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0300_SP_SET: BRIDGE
 MB0300_STAMPING: G 63 1935
 MB0300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0300
 MB0300  HISTORY     - Date     Condition        Report By
 MB0300  HISTORY     - 1935     MONUMENTED       CGS
 MB0300  HISTORY     - 1958     GOOD             NGS
 MB0300
 MB0300                          STATION DESCRIPTION
 MB0300
 MB0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MB0300'2.3 MI NE FROM MERCER.
 MB0300'2.3 MILES NORTHEAST ALONG THE BESSEMER AND LAKE ERIE RAILROAD
 MB0300'FROM THE STATION AT MERCER, 0.8 MILE NORTHWEST OF MILEPOST 37.5,
 MB0300'0.6 MILE SOUTHEAST OF THE CROSSING OF THE PENNSYLVANIA RAILROAD,
 MB0300'AT A 70-FOOT SPAN STEEL-GIRDER BRIDGE, IN THE TOP OF THE WEST
 MB0300'SIDE OF THE SOUTH ABUTMENT, 14 FEET WEST OF THE WEST RAIL, AND
 MB0300'4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED G 63
 MB0300'1935.  NOTE-- RAILROAD ROUTE HAS BEEN DISCONTINUED OVER THIS
 MB0300'ROUTE, THE TRACKS HAVE BEEN REMOVED AND THE STEEL GIRDERS OF THE
 MB0300'BRIDGE, THE OLD ABUTMENTS OF THE BRIDGE REMAINS.  IT IS IN THE
 MB0300'TOP OF THE EAST ABUTMENT AND ON THE SOUTH SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0252 ***********************************************************************
 MB0252  DESIGNATION -  G 64
 MB0252  PID         -  MB0252
 MB0252  STATE/COUNTY-  PA/LAWRENCE
 MB0252  USGS QUAD   -  NEW CASTLE NORTH (1990)
 MB0252
 MB0252                         *CURRENT SURVEY CONTROL
 MB0252  ___________________________________________________________________
 MB0252* NAD 83(1986)-  41 00 55.     (N)    080 19 11.     (W)     SCALED    
 MB0252* NAVD 88     -       260.280  (meters)     853.94   (feet)  ADJUSTED  
 MB0252  ___________________________________________________________________
 MB0252  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 MB0252  DYNAMIC HT  -         260.156 (meters)     853.53  (feet)  COMP
 MB0252  MODELED GRAV-     980,140.6   (mgal)                       NAVD 88
 MB0252
 MB0252  VERT ORDER  -  SECOND    CLASS 0
 MB0252
 MB0252.The horizontal coordinates were scaled from a topographic map and have
 MB0252.an estimated accuracy of +/- 6 seconds.
 MB0252
 MB0252.The orthometric height was determined by differential leveling
 MB0252.and adjusted by the National Geodetic Survey in June 1991..
 MB0252
 MB0252.The geoid height was determined by GEOID03.
 MB0252
 MB0252.The dynamic height is computed by dividing the NAVD 88
 MB0252.geopotential number by the normal gravity value computed on the
 MB0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0252.degrees latitude (g = 980.6199 gals.).
 MB0252
 MB0252.The modeled gravity was interpolated from observed gravity values.
 MB0252
 MB0252;                    North         East    Units  Estimated Accuracy
 MB0252;SPC PA S     -   189,910.      383,880.      MT  (+/- 180 meters Scaled)
 MB0252
 MB0252                          SUPERSEDED SURVEY CONTROL
 MB0252
 MB0252  NGVD 29 (??/??/92)  260.430  (m)          854.43   (f) ADJ UNCH    2 0
 MB0252
 MB0252.Superseded values are not recommended for survey control.
 MB0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0252.See file dsdata.txt to determine how the superseded data were derived.
 MB0252
 MB0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF571406(NAD 83)
 MB0252_MARKER: DB = BENCH MARK DISK
 MB0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0252_SP_SET: PLATFORM
 MB0252_STAMPING: G 64 1935
 MB0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0252
 MB0252  HISTORY     - Date     Condition        Report By
 MB0252  HISTORY     - 1935     MONUMENTED       CGS
 MB0252  HISTORY     - 1944     GOOD             NGS
 MB0252
 MB0252                          STATION DESCRIPTION
 MB0252
 MB0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 MB0252'2 MI N FROM NEW CASTLE.
 MB0252'2.0 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MB0252'STATION AT NEW CASTLE, 1300 FEET SOUTH OF MILEPOST 52, AT A
 MB0252'LIMESTONE QUARRY, IN THE TOP OF THE NORTH SIDE OF THE LOADING
 MB0252'PLATFORM FOUNDATION, 1 FOOT EAST OF THE NORTHWEST CORNER, 22
 MB0252'FEET EAST OF THE EAST RAIL, AND ABOUT 3 FEET HIGHER THAN THE
 MB0252'TRACK.  A STANDARD DISK, STAMPED G 64 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1613 ***********************************************************************
 MA1613  DESIGNATION -  G 65
 MA1613  PID         -  MA1613
 MA1613  STATE/COUNTY-  PA/ERIE
 MA1613  USGS QUAD   -  CORRY (1993)
 MA1613
 MA1613                         *CURRENT SURVEY CONTROL
 MA1613  ___________________________________________________________________
 MA1613* NAD 83(1986)-  41 55 25.     (N)    079 38 02.     (W)     SCALED    
 MA1613* NAVD 88     -       433.472  (meters)    1422.15   (feet)  ADJUSTED  
 MA1613  ___________________________________________________________________
 MA1613  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 MA1613  DYNAMIC HT  -         433.292 (meters)    1421.56  (feet)  COMP
 MA1613  MODELED GRAV-     980,195.8   (mgal)                       NAVD 88
 MA1613
 MA1613  VERT ORDER  -  FIRST     CLASS II
 MA1613
 MA1613.The horizontal coordinates were scaled from a topographic map and have
 MA1613.an estimated accuracy of +/- 6 seconds.
 MA1613
 MA1613.The orthometric height was determined by differential leveling
 MA1613.and adjusted by the National Geodetic Survey in June 1991..
 MA1613
 MA1613.The geoid height was determined by GEOID03.
 MA1613
 MA1613.The dynamic height is computed by dividing the NAVD 88
 MA1613.geopotential number by the normal gravity value computed on the
 MA1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1613.degrees latitude (g = 980.6199 gals.).
 MA1613
 MA1613.The modeled gravity was interpolated from observed gravity values.
 MA1613
 MA1613;                    North         East    Units  Estimated Accuracy
 MA1613;SPC PA N     -   196,820.      443,750.      MT  (+/- 180 meters Scaled)
 MA1613
 MA1613                          SUPERSEDED SURVEY CONTROL
 MA1613
 MA1613  NGVD 29 (??/??/92)  433.620  (m)         1422.63   (f) ADJ UNCH    1 2
 MA1613
 MA1613.Superseded values are not recommended for survey control.
 MA1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1613.See file dsdata.txt to determine how the superseded data were derived.
 MA1613
 MA1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG132421(NAD 83)
 MA1613_MARKER: DB = BENCH MARK DISK
 MA1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1613_STAMPING: G 65 1935
 MA1613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1613+STABILITY: SURFACE MOTION
 MA1613
 MA1613  HISTORY     - Date     Condition        Report By
 MA1613  HISTORY     - 1935     MONUMENTED       CGS
 MA1613
 MA1613                          STATION DESCRIPTION
 MA1613
 MA1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA1613'AT CORRY.
 MA1613'AT CORRY, ERIE COUNTY, ON THE ERIE RAILROAD, 0.3 MILE EAST OF
 MA1613'THE CROSSING OF THE PENNSYLVANIA RAILROAD, 900 FEET EAST OF THE
 MA1613'STATION, AT THE CROSSING OF PENNSYLVANIA AVENUE, 120 FEET SOUTH
 MA1613'OF THE SOUTH RAIL, 24 FEET WEST OF THE CENTERLINE OF THE AVENUE,
 MA1613'36 FEET NORTH OF A POWER-LINE POLE, OPPOSITE A BROWN TWO-STORY
 MA1613'HOUSE, AND ABOUT 5 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 MA1613'STAMPED G 65 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MA1613'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0867 ***********************************************************************
 MA0867  DESIGNATION -  G 66
 MA0867  PID         -  MA0867
 MA0867  STATE/COUNTY-  PA/WARREN
 MA0867  USGS QUAD   -  CLARENDON (1977)
 MA0867
 MA0867                         *CURRENT SURVEY CONTROL
 MA0867  ___________________________________________________________________
 MA0867* NAD 83(1986)-  41 50 23.     (N)    079 00 06.     (W)     SCALED    
 MA0867* NAVD 88     -       372.717  (meters)    1222.82   (feet)  ADJUSTED  
 MA0867  ___________________________________________________________________
 MA0867  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 MA0867  DYNAMIC HT  -         372.569 (meters)    1222.34  (feet)  COMP
 MA0867  MODELED GRAV-     980,212.3   (mgal)                       NAVD 88
 MA0867
 MA0867  VERT ORDER  -  FIRST     CLASS II
 MA0867
 MA0867.The horizontal coordinates were scaled from a topographic map and have
 MA0867.an estimated accuracy of +/- 6 seconds.
 MA0867
 MA0867.The orthometric height was determined by differential leveling
 MA0867.and adjusted by the National Geodetic Survey in June 1991..
 MA0867
 MA0867.The geoid height was determined by GEOID03.
 MA0867
 MA0867.The dynamic height is computed by dividing the NAVD 88
 MA0867.geopotential number by the normal gravity value computed on the
 MA0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0867.degrees latitude (g = 980.6199 gals.).
 MA0867
 MA0867.The modeled gravity was interpolated from observed gravity values.
 MA0867
 MA0867;                    North         East    Units  Estimated Accuracy
 MA0867;SPC PA N     -   186,550.      496,040.      MT  (+/- 180 meters Scaled)
 MA0867
 MA0867                          SUPERSEDED SURVEY CONTROL
 MA0867
 MA0867  NGVD 29 (??/??/92)  372.884  (m)         1223.37   (f) ADJ UNCH    1 2
 MA0867
 MA0867.Superseded values are not recommended for survey control.
 MA0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0867.See file dsdata.txt to determine how the superseded data were derived.
 MA0867
 MA0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG659339(NAD 83)
 MA0867_MARKER: DB = BENCH MARK DISK
 MA0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0867_STAMPING: G 66 1935
 MA0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0867+STABILITY: SURFACE MOTION
 MA0867
 MA0867  HISTORY     - Date     Condition        Report By
 MA0867  HISTORY     - 1935     MONUMENTED       CGS
 MA0867
 MA0867                          STATION DESCRIPTION
 MA0867
 MA0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0867'AT BIG BEN.
 MA0867'AT BIG BEND, WARREN COUNTY, ON THE PENNSYLVANIA RAILROAD, 0.4
 MA0867'MILE EAST OF MILEPOST 65-51, AT THE L.L. ATKINS PROPERTY, AT A
 MA0867'PRIVATE-ROAD CROSSING, 38 FEET NORTHWEST OF THE CENTER OF THE
 MA0867'CROSSING, 36 FEET NORTH OF THE CENTER LINE OF THE TRACK, 9 FEET
 MA0867'WEST OF THE CENTER LINE OF THE ROAD, AND 3 FEET NORTHEAST OF THE
 MA0867'WEST GATEPOST TO STONY ACRES.  A STANDARD DISK, STAMPED G 66 1935
 MA0867'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 MA0867'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0897 ***********************************************************************
 MA0897  DESIGNATION -  G 67
 MA0897  PID         -  MA0897
 MA0897  STATE/COUNTY-  PA/WARREN
 MA0897  USGS QUAD   -  SHEFFIELD (1973)
 MA0897
 MA0897                         *CURRENT SURVEY CONTROL
 MA0897  ___________________________________________________________________
 MA0897* NAD 83(1986)-  41 42 47.     (N)    079 02 43.     (W)     SCALED    
 MA0897* NAVD 88     -       407.043  (meters)    1335.44   (feet)  ADJUSTED  
 MA0897  ___________________________________________________________________
 MA0897  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 MA0897  DYNAMIC HT  -         406.875 (meters)    1334.89  (feet)  COMP
 MA0897  MODELED GRAV-     980,195.7   (mgal)                       NAVD 88
 MA0897
 MA0897  VERT ORDER  -  SECOND    CLASS 0
 MA0897
 MA0897.The horizontal coordinates were scaled from a topographic map and have
 MA0897.an estimated accuracy of +/- 6 seconds.
 MA0897
 MA0897.The orthometric height was determined by differential leveling
 MA0897.and adjusted by the National Geodetic Survey in June 1991..
 MA0897
 MA0897.The geoid height was determined by GEOID03.
 MA0897
 MA0897.The dynamic height is computed by dividing the NAVD 88
 MA0897.geopotential number by the normal gravity value computed on the
 MA0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0897.degrees latitude (g = 980.6199 gals.).
 MA0897
 MA0897.The modeled gravity was interpolated from observed gravity values.
 MA0897
 MA0897;                    North         East    Units  Estimated Accuracy
 MA0897;SPC PA N     -   172,540.      492,210.      MT  (+/- 180 meters Scaled)
 MA0897
 MA0897                          SUPERSEDED SURVEY CONTROL
 MA0897
 MA0897  NGVD 29 (??/??/92)  407.19   (m)         1335.9    (f) COMPUTED    2 0
 MA0897
 MA0897.Superseded values are not recommended for survey control.
 MA0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0897.See file dsdata.txt to determine how the superseded data were derived.
 MA0897
 MA0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG626197(NAD 83)
 MA0897_MARKER: DB = BENCH MARK DISK
 MA0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0897_STAMPING: G 67 1935
 MA0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0897+STABILITY: SURFACE MOTION
 MA0897
 MA0897  HISTORY     - Date     Condition        Report By
 MA0897  HISTORY     - 1935     MONUMENTED       CGS
 MA0897  HISTORY     - 1968     MARK NOT FOUND   NGS
 MA0897  HISTORY     - 20020825 GOOD             USPSQD
 MA0897
 MA0897                          STATION DESCRIPTION
 MA0897
 MA0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MA0897'1 MI NW FROM SHEFFIELD.
 MA0897'ABOUT 1 MILE NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0897'SHEFFIELD, WARREN COUNTY, ABOUT 0.1 MILE NORTHWEST OF MILEPOST
 MA0897'210-78, 25 FEET NORTHWEST OF THE CENTER OF A GRADE CROSSING, 15
 MA0897'FEET WEST OF THE CENTER LINE OF THE OLD ROAD, 12 FEET NORTH OF
 MA0897'THE CENTER LINE OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE
 MA0897'TRACK.  A STANDARD DISK, STAMPED G 67 1935 AND SET IN THE TOP
 MA0897'OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 MA0897
 MA0897                          STATION RECOVERY (2002)
 MA0897
 MA0897'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 MA0897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0943 ***********************************************************************
 LZ0943  DESIGNATION -  G 68
 LZ0943  PID         -  LZ0943
 LZ0943  STATE/COUNTY-  PA/LYCOMING
 LZ0943  USGS QUAD   -  COGAN STATION (1973)
 LZ0943
 LZ0943                         *CURRENT SURVEY CONTROL
 LZ0943  ___________________________________________________________________
 LZ0943* NAD 83(1986)-  41 19 38.     (N)    077 05 20.     (W)     SCALED    
 LZ0943* NAVD 88     -       186.989  (meters)     613.48   (feet)  ADJUSTED  
 LZ0943  ___________________________________________________________________
 LZ0943  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 LZ0943  DYNAMIC HT  -         186.909 (meters)     613.22  (feet)  COMP
 LZ0943  MODELED GRAV-     980,191.0   (mgal)                       NAVD 88
 LZ0943
 LZ0943  VERT ORDER  -  SECOND    CLASS 0
 LZ0943
 LZ0943.The horizontal coordinates were scaled from a topographic map and have
 LZ0943.an estimated accuracy of +/- 6 seconds.
 LZ0943
 LZ0943.The orthometric height was determined by differential leveling
 LZ0943.and adjusted by the National Geodetic Survey in June 1991..
 LZ0943
 LZ0943.The geoid height was determined by GEOID03.
 LZ0943
 LZ0943.The dynamic height is computed by dividing the NAVD 88
 LZ0943.geopotential number by the normal gravity value computed on the
 LZ0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0943.degrees latitude (g = 980.6199 gals.).
 LZ0943
 LZ0943.The modeled gravity was interpolated from observed gravity values.
 LZ0943
 LZ0943;                    North         East    Units  Estimated Accuracy
 LZ0943;SPC PA N     -   129,100.      655,340.      MT  (+/- 180 meters Scaled)
 LZ0943
 LZ0943                          SUPERSEDED SURVEY CONTROL
 LZ0943
 LZ0943  NGVD 29 (??/??/92)  187.22   (m)          614.2    (f) COMPUTED    2 0
 LZ0943
 LZ0943.Superseded values are not recommended for survey control.
 LZ0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0943.See file dsdata.txt to determine how the superseded data were derived.
 LZ0943
 LZ0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL251771(NAD 83)
 LZ0943_MARKER: DB = BENCH MARK DISK
 LZ0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0943_STAMPING: G 68 1935
 LZ0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0943+STABILITY: SURFACE MOTION
 LZ0943
 LZ0943  HISTORY     - Date     Condition        Report By
 LZ0943  HISTORY     - 1935     MONUMENTED       CGS
 LZ0943  HISTORY     - 1968     MARK NOT FOUND   NGS
 LZ0943
 LZ0943                          STATION DESCRIPTION
 LZ0943
 LZ0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0943'0.6 MI N FROM COGAN VALLEY.
 LZ0943'0.6 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LZ0943'AT COGAN VALLEY, LYCOMING COUNTY, ABOUT 1,815 FEET NORTH OF
 LZ0943'MILEPOST 7, AT THE B.E. RICHARDSON PROPERTY, 24 FEET NORTHEAST
 LZ0943'OF THE CENTER OF A DIRT-ROAD CROSSING, 21 FEET EAST OF THE
 LZ0943'CENTER LINE OF THE TRACK, 8 FEET NORTH OF THE CENTER LINE OF THE
 LZ0943'DIRT ROAD, 2 FEET EAST OF A PROPERTY-LINE WHITE FENCE, AND ABOUT
 LZ0943'2 FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 LZ0943'G 68 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 LZ0943'3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0464 ***********************************************************************
 LZ0464  DESIGNATION -  G 69
 LZ0464  PID         -  LZ0464
 LZ0464  STATE/COUNTY-  PA/SULLIVAN
 LZ0464  USGS QUAD   -  EAGLES MERE (1993)
 LZ0464
 LZ0464                         *CURRENT SURVEY CONTROL
 LZ0464  ___________________________________________________________________
 LZ0464* NAD 83(1986)-  41 29 42.     (N)    076 36 51.     (W)     SCALED    
 LZ0464* NAVD 88     -       399.921  (meters)    1312.07   (feet)  ADJUSTED  
 LZ0464  ___________________________________________________________________
 LZ0464  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 LZ0464  DYNAMIC HT  -         399.746 (meters)    1311.50  (feet)  COMP
 LZ0464  MODELED GRAV-     980,174.3   (mgal)                       NAVD 88
 LZ0464
 LZ0464  VERT ORDER  -  SECOND    CLASS 0
 LZ0464
 LZ0464.The horizontal coordinates were scaled from a topographic map and have
 LZ0464.an estimated accuracy of +/- 6 seconds.
 LZ0464
 LZ0464.The orthometric height was determined by differential leveling
 LZ0464.and adjusted by the National Geodetic Survey in June 1991..
 LZ0464
 LZ0464.The geoid height was determined by GEOID03.
 LZ0464
 LZ0464.The dynamic height is computed by dividing the NAVD 88
 LZ0464.geopotential number by the normal gravity value computed on the
 LZ0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0464.degrees latitude (g = 980.6199 gals.).
 LZ0464
 LZ0464.The modeled gravity was interpolated from observed gravity values.
 LZ0464
 LZ0464;                    North         East    Units  Estimated Accuracy
 LZ0464;SPC PA N     -   148,140.      694,840.      MT  (+/- 180 meters Scaled)
 LZ0464
 LZ0464                          SUPERSEDED SURVEY CONTROL
 LZ0464
 LZ0464  NGVD 29 (??/??/92)  400.099  (m)         1312.66   (f) ADJ UNCH    2 0
 LZ0464
 LZ0464.Superseded values are not recommended for survey control.
 LZ0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0464.See file dsdata.txt to determine how the superseded data were derived.
 LZ0464
 LZ0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL652949(NAD 83)
 LZ0464_MARKER: DB = BENCH MARK DISK
 LZ0464_SETTING: 66 = SET IN ROCK OUTCROP
 LZ0464_SP_SET: ROCK OUTCROP
 LZ0464_STAMPING: G 69 1935
 LZ0464_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ0464+STABILITY: POSITION/ELEVATION WELL
 LZ0464
 LZ0464  HISTORY     - Date     Condition        Report By
 LZ0464  HISTORY     - 1935     MONUMENTED       CGS
 LZ0464
 LZ0464                          STATION DESCRIPTION
 LZ0464
 LZ0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0464'1.1 MI N FROM FORKSVILLE.
 LZ0464'1.1 MILES NORTH ALONG STATE HIGHWAY 154 FROM FORKSVILLE, SULLIVAN
 LZ0464'COUNTY, 830 FEET NORTH OF THE TOWN LIMITS, 175 FEET NORTH OF
 LZ0464'STATION 7+80, 17 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LZ0464'IN THE FACE OF A SANDSTONE OUTCROP, AND ABOUT 1 FOOT HIGHER
 LZ0464'THAN THE GRADE.  A STANDARD DISK, STAMPED G 69 1935 AND SET
 LZ0464'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0052 ***********************************************************************
 JV0052  DESIGNATION -  G 7
 JV0052  PID         -  JV0052
 JV0052  STATE/COUNTY-  PA/LANCASTER
 JV0052  USGS QUAD   -  WAKEFIELD (1976)
 JV0052
 JV0052                         *CURRENT SURVEY CONTROL
 JV0052  ___________________________________________________________________
 JV0052* NAD 83(1986)-  39 45 26.     (N)    076 14 06.     (W)     SCALED    
 JV0052* NAVD 88     -        36.385  (meters)     119.37   (feet)  ADJUSTED  
 JV0052  ___________________________________________________________________
 JV0052  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JV0052  DYNAMIC HT  -          36.367 (meters)     119.31  (feet)  COMP
 JV0052  MODELED GRAV-     980,128.5   (mgal)                       NAVD 88
 JV0052
 JV0052  VERT ORDER  -  FIRST     CLASS II
 JV0052
 JV0052.The horizontal coordinates were scaled from a topographic map and have
 JV0052.an estimated accuracy of +/- 6 seconds.
 JV0052
 JV0052.The orthometric height was determined by differential leveling
 JV0052.and adjusted by the National Geodetic Survey in June 1991..
 JV0052
 JV0052.The geoid height was determined by GEOID03.
 JV0052
 JV0052.The dynamic height is computed by dividing the NAVD 88
 JV0052.geopotential number by the normal gravity value computed on the
 JV0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0052.degrees latitude (g = 980.6199 gals.).
 JV0052
 JV0052.The modeled gravity was interpolated from observed gravity values.
 JV0052
 JV0052;                    North         East    Units  Estimated Accuracy
 JV0052;SPC PA S     -    48,180.      729,830.      MT  (+/- 180 meters Scaled)
 JV0052
 JV0052                          SUPERSEDED SURVEY CONTROL
 JV0052
 JV0052  NGVD 29 (??/??/??)   36.638  (m)          120.20   (f) ADJUSTED    1 2
 JV0052
 JV0052.Superseded values are not recommended for survey control.
 JV0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0052.See file dsdata.txt to determine how the superseded data were derived.
 JV0052
 JV0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK942015(NAD 83)
 JV0052_MARKER: B = BOLT
 JV0052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV0052_SP_SET: FOOTING
 JV0052_STAMPING: G 7 1955
 JV0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV0052
 JV0052  HISTORY     - Date     Condition        Report By
 JV0052  HISTORY     - UNK      MONUMENTED       RBNF
 JV0052  HISTORY     - 1955     GOOD             CGS
 JV0052
 JV0052                          STATION DESCRIPTION
 JV0052
 JV0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JV0052'7.4 MI SE FROM HOLTWOOD.
 JV0052'ABOUT 7.4 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JV0052'CROSSING OF POWER PLANT ROAD AT HOLTWOOD, ABOUT 0.3 MILE NORTHWEST
 JV0052'OF STATION SITE AT PEACH BOTTOM, ABOUT 0.55 MILE NORTH OF MILE
 JV0052'POST 17, IN THE TOP AND 11 1/2 FEET SOUTH OF THE NORTH END OF WEST
 JV0052'CONCRETE RAIL FOOTING OF MULTIPLE ARCH CONCRETE BRIDGE OVER PETERS
 JV0052'CREEK, 18 FEET WEST OF WEST RAIL, 0.8 FOOT EAST OF EAST FACE OF
 JV0052'CONCRETE BANISTER.  NOTE-- STAMPED BY THIS PARTY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0466 ***********************************************************************
 LZ0466  DESIGNATION -  G 70
 LZ0466  PID         -  LZ0466
 LZ0466  STATE/COUNTY-  PA/SULLIVAN
 LZ0466  USGS QUAD   -  EAGLES MERE (1993)
 LZ0466
 LZ0466                         *CURRENT SURVEY CONTROL
 LZ0466  ___________________________________________________________________
 LZ0466* NAD 83(1986)-  41 28 16.     (N)    076 34 00.     (W)     SCALED    
 LZ0466* NAVD 88     -       358.550  (meters)    1176.34   (feet)  ADJUSTED  
 LZ0466  ___________________________________________________________________
 LZ0466  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 LZ0466  DYNAMIC HT  -         358.396 (meters)    1175.84  (feet)  COMP
 LZ0466  MODELED GRAV-     980,183.0   (mgal)                       NAVD 88
 LZ0466
 LZ0466  VERT ORDER  -  SECOND    CLASS 0
 LZ0466
 LZ0466.The horizontal coordinates were scaled from a topographic map and have
 LZ0466.an estimated accuracy of +/- 6 seconds.
 LZ0466
 LZ0466.The orthometric height was determined by differential leveling
 LZ0466.and adjusted by the National Geodetic Survey in June 1991..
 LZ0466
 LZ0466.The geoid height was determined by GEOID03.
 LZ0466
 LZ0466.The dynamic height is computed by dividing the NAVD 88
 LZ0466.geopotential number by the normal gravity value computed on the
 LZ0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0466.degrees latitude (g = 980.6199 gals.).
 LZ0466
 LZ0466.The modeled gravity was interpolated from observed gravity values.
 LZ0466
 LZ0466;                    North         East    Units  Estimated Accuracy
 LZ0466;SPC PA N     -   145,540.      698,840.      MT  (+/- 180 meters Scaled)
 LZ0466
 LZ0466                          SUPERSEDED SURVEY CONTROL
 LZ0466
 LZ0466  NGVD 29 (??/??/92)  358.724  (m)         1176.91   (f) ADJ UNCH    2 0
 LZ0466
 LZ0466.Superseded values are not recommended for survey control.
 LZ0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0466.See file dsdata.txt to determine how the superseded data were derived.
 LZ0466
 LZ0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL691922(NAD 83)
 LZ0466_MARKER: DB = BENCH MARK DISK
 LZ0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0466_STAMPING: G 70 1935
 LZ0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0466+STABILITY: SURFACE MOTION
 LZ0466
 LZ0466  HISTORY     - Date     Condition        Report By
 LZ0466  HISTORY     - 1935     MONUMENTED       CGS
 LZ0466
 LZ0466                          STATION DESCRIPTION
 LZ0466
 LZ0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0466'3.1 MI SE FROM FORKSVILLE.
 LZ0466'3.1 MILE SOUTHEAST ALONG STATE HIGHWAY 154 FROM FORKSVILLE,
 LZ0466'SULLIVAN COUNTY, 1.1 MILES SOUTHEAST OF THE JUNCTION OF STATE
 LZ0466'HIGHWAY 394, NEAR A 12-FOOT CUT, 280 FEET NORTHWEST OF A CURVE
 LZ0466'TO THE SOUTHWEST, 45 FEET NORTH OF A 14-INCH BEECH TREE, 22
 LZ0466'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3-1/2
 LZ0466'FEET HIGHER THAN THE GRADE.  A STANDARD DISK, STAMPED G 70
 LZ0466'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 LZ0466'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1360 ***********************************************************************
 LZ1360  DESIGNATION -  G 73
 LZ1360  PID         -  LZ1360
 LZ1360  STATE/COUNTY-  PA/POTTER
 LZ1360  USGS QUAD   -  GALETON (1994)
 LZ1360
 LZ1360                         *CURRENT SURVEY CONTROL
 LZ1360  ___________________________________________________________________
 LZ1360* NAD 83(1986)-  41 40 49.     (N)    077 38 35.     (W)     SCALED    
 LZ1360* NAVD 88     -       511.833  (meters)    1679.24   (feet)  ADJUSTED  
 LZ1360  ___________________________________________________________________
 LZ1360  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 LZ1360  DYNAMIC HT  -         511.609 (meters)    1678.50  (feet)  COMP
 LZ1360  MODELED GRAV-     980,169.9   (mgal)                       NAVD 88
 LZ1360
 LZ1360  VERT ORDER  -  SECOND    CLASS 0
 LZ1360
 LZ1360.The horizontal coordinates were scaled from a topographic map and have
 LZ1360.an estimated accuracy of +/- 6 seconds.
 LZ1360
 LZ1360.The orthometric height was determined by differential leveling
 LZ1360.and adjusted by the National Geodetic Survey in June 1991..
 LZ1360
 LZ1360.The geoid height was determined by GEOID03.
 LZ1360
 LZ1360.The dynamic height is computed by dividing the NAVD 88
 LZ1360.geopotential number by the normal gravity value computed on the
 LZ1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1360.degrees latitude (g = 980.6199 gals.).
 LZ1360
 LZ1360.The modeled gravity was interpolated from observed gravity values.
 LZ1360
 LZ1360;                    North         East    Units  Estimated Accuracy
 LZ1360;SPC PA N     -   168,100.      608,900.      MT  (+/- 180 meters Scaled)
 LZ1360
 LZ1360                          SUPERSEDED SURVEY CONTROL
 LZ1360
 LZ1360  NGVD 29 (??/??/92)  511.960  (m)         1679.66   (f) ADJ UNCH    2 0
 LZ1360
 LZ1360.Superseded values are not recommended for survey control.
 LZ1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1360.See file dsdata.txt to determine how the superseded data were derived.
 LZ1360
 LZ1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM800176(NAD 83)
 LZ1360_MARKER: DB = BENCH MARK DISK
 LZ1360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1360_SP_SET: CULVERT
 LZ1360_STAMPING: G 73 1935
 LZ1360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1360
 LZ1360  HISTORY     - Date     Condition        Report By
 LZ1360  HISTORY     - 1935     MONUMENTED       CGS
 LZ1360
 LZ1360                          STATION DESCRIPTION
 LZ1360
 LZ1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ1360'4 MI S FROM GALETON.
 LZ1360'4.0 MILES SOUTH ALONG STATE HIGHWAY 144 FROM GALETON, AT HIGHWAY
 LZ1360'STATION 357+57, AT THE FOOT OF A LONG STEEP GRADE, 170 FEET
 LZ1360'SOUTH OF THE JUNCTION OF A ROAD LEADING NORTHWEST, AT A 12-FOOT
 LZ1360'CONCRETE ARCH CULVERT, IN THE TOP OF THE EAST HEAD WALL, 1 FOOT
 LZ1360'NORTH OF THE SOUTH END, 21 FEET EAST OF THE CENTER LINE OF THE
 LZ1360'HIGHWAY, AND 3 FEET LOWER THAN THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0962 ***********************************************************************
 MA0962  DESIGNATION -  G 75
 MA0962  PID         -  MA0962
 MA0962  STATE/COUNTY-  PA/CLARION
 MA0962  USGS QUAD   -  FRYBURG (1977)
 MA0962
 MA0962                         *CURRENT SURVEY CONTROL
 MA0962  ___________________________________________________________________
 MA0962* NAD 83(1986)-  41 15 43.     (N)    079 23 34.     (W)     SCALED    
 MA0962* NAVD 88     -       457.133  (meters)    1499.78   (feet)  ADJUSTED  
 MA0962  ___________________________________________________________________
 MA0962  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 MA0962  DYNAMIC HT  -         456.920 (meters)    1499.08  (feet)  COMP
 MA0962  MODELED GRAV-     980,142.7   (mgal)                       NAVD 88
 MA0962
 MA0962  VERT ORDER  -  SECOND    CLASS 0
 MA0962
 MA0962.The horizontal coordinates were scaled from a topographic map and have
 MA0962.an estimated accuracy of +/- 6 seconds.
 MA0962
 MA0962.The orthometric height was determined by differential leveling
 MA0962.and adjusted by the National Geodetic Survey in June 1991..
 MA0962
 MA0962.The geoid height was determined by GEOID03.
 MA0962
 MA0962.The dynamic height is computed by dividing the NAVD 88
 MA0962.geopotential number by the normal gravity value computed on the
 MA0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0962.degrees latitude (g = 980.6199 gals.).
 MA0962
 MA0962.The modeled gravity was interpolated from observed gravity values.
 MA0962
 MA0962;                    North         East    Units  Estimated Accuracy
 MA0962;SPC PA N     -   122,940.      462,350.      MT  (+/- 180 meters Scaled)
 MA0962
 MA0962                          SUPERSEDED SURVEY CONTROL
 MA0962
 MA0962  NGVD 29 (??/??/92)  457.286  (m)         1500.28   (f) ADJ UNCH    2 0
 MA0962
 MA0962.Superseded values are not recommended for survey control.
 MA0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0962.See file dsdata.txt to determine how the superseded data were derived.
 MA0962
 MA0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF346690(NAD 83)
 MA0962_MARKER: DB = BENCH MARK DISK
 MA0962_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0962_SP_SET: FOUNDATION
 MA0962_STAMPING: G 75 1935
 MA0962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0962
 MA0962  HISTORY     - Date     Condition        Report By
 MA0962  HISTORY     - 1935     MONUMENTED       CGS
 MA0962
 MA0962                          STATION DESCRIPTION
 MA0962
 MA0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0962'2.5 MI NE FROM CLARION JUNCTION.
 MA0962'ABOUT 2.5 MILES NORTHEAST ALONG THE BALIMORE AND OHIO RAILROAD
 MA0962'FROM THE STATION AT CLARION JUNCTION, CLARION COUNTY, ABOUT 78
 MA0962'FEET NORTHEAST OF THE BRENIMAN SERVICE STATION, IN THE TOP OF
 MA0962'AN ABANDONED TRIPLE FOUNDATION, ABOUT 75 FEET SOUTH OF THE
 MA0962'CENTER LINE OF THE TRACK, 32 FEET NORTH OF THE CENTER LINE OF
 MA0962'STATE HIGHWAY 68, AND ABOUT 1-1/2 FEET HIGHER THAN THE
 MA0962'TRACK.  A STANDARD DISK, STAMPED G 75 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0993 ***********************************************************************
 MA0993  DESIGNATION -  G 76
 MA0993  PID         -  MA0993
 MA0993  STATE/COUNTY-  PA/FOREST
 MA0993  USGS QUAD   -  MARIENVILLE EAST (1973)
 MA0993
 MA0993                         *CURRENT SURVEY CONTROL
 MA0993  ___________________________________________________________________
 MA0993* NAD 83(1986)-  41 28 56.     (N)    079 06 19.     (W)     SCALED    
 MA0993* NAVD 88     -       538.960  (meters)    1768.24   (feet)  ADJUSTED  
 MA0993  ___________________________________________________________________
 MA0993  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 MA0993  DYNAMIC HT  -         538.722 (meters)    1767.46  (feet)  COMP
 MA0993  MODELED GRAV-     980,164.0   (mgal)                       NAVD 88
 MA0993
 MA0993  VERT ORDER  -  SECOND    CLASS 0
 MA0993
 MA0993.The horizontal coordinates were scaled from a topographic map and have
 MA0993.an estimated accuracy of +/- 6 seconds.
 MA0993
 MA0993.The orthometric height was determined by differential leveling
 MA0993.and adjusted by the National Geodetic Survey in June 1991..
 MA0993
 MA0993.The geoid height was determined by GEOID03.
 MA0993
 MA0993.The dynamic height is computed by dividing the NAVD 88
 MA0993.geopotential number by the normal gravity value computed on the
 MA0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0993.degrees latitude (g = 980.6199 gals.).
 MA0993
 MA0993.The modeled gravity was interpolated from observed gravity values.
 MA0993
 MA0993;                    North         East    Units  Estimated Accuracy
 MA0993;SPC PA N     -   146,980.      486,820.      MT  (+/- 180 meters Scaled)
 MA0993
 MA0993                          SUPERSEDED SURVEY CONTROL
 MA0993
 MA0993  NGVD 29 (??/??/92)  539.092  (m)         1768.67   (f) ADJ UNCH    2 0
 MA0993
 MA0993.Superseded values are not recommended for survey control.
 MA0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0993.See file dsdata.txt to determine how the superseded data were derived.
 MA0993
 MA0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF581940(NAD 83)
 MA0993_MARKER: DB = BENCH MARK DISK
 MA0993_SETTING: 0 = UNSPECIFIED SETTING
 MA0993_STAMPING: G 76 1935
 MA0993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0993
 MA0993  HISTORY     - Date     Condition        Report By
 MA0993  HISTORY     - 1935     MONUMENTED       CGS
 MA0993  HISTORY     - 1970     GOOD             NGS
 MA0993
 MA0993                          STATION DESCRIPTION
 MA0993
 MA0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 MA0993'1.4 MI NE FROM MARIENVILLE.
 MA0993'ABOUT 1.4 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0993'FROM THE STATION AT MARIENVILLE (OR 1.35 MILES NORTHEAST ON ST.
 MA0993'HWY. 66 FROM CENTER OF MARIENVILLE).  IT IS ABOUT 130 FEET
 MA0993'SOUTHEAST OF CENTERLINE OF STATE HIGHWAY 66, 35 FEET WEST OF
 MA0993'POLE 122+27, 43 FEET SOUTHEAST OF SOUTHWEST CORNER OF SMALL
 MA0993'CABIN, 59 FEET SOUTH-SOUTHWEST OF SOUTH ONE OF THREE SPRUCE
 MA0993'TREES, 26 FEET EAST OF A CHERRY TREE, 14.5 FEET NORTH OF NORTH
 MA0993'RAIL OF RAILROAD, 2.5 FEET NORTH OF A DITCH, AND 0.5 FOOT
 MA0993'SOUTHEAST OF METAL WITNESS POST AND SIGN.  MARK IS FLUSH WITH
 MA0993'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0752 ***********************************************************************
 MA0752  DESIGNATION -  G 77
 MA0752  PID         -  MA0752
 MA0752  STATE/COUNTY-  PA/ELK
 MA0752  USGS QUAD   -  JAMES CITY (1966)
 MA0752
 MA0752                         *CURRENT SURVEY CONTROL
 MA0752  ___________________________________________________________________
 MA0752* NAD 83(1986)-  41 35 42.     (N)    078 48 56.     (W)     SCALED    
 MA0752* NAVD 88     -       620.409  (meters)    2035.46   (feet)  ADJUSTED  
 MA0752  ___________________________________________________________________
 MA0752  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 MA0752  DYNAMIC HT  -         620.136 (meters)    2034.56  (feet)  COMP
 MA0752  MODELED GRAV-     980,162.3   (mgal)                       NAVD 88
 MA0752
 MA0752  VERT ORDER  -  SECOND    CLASS 0
 MA0752
 MA0752.The horizontal coordinates were scaled from a topographic map and have
 MA0752.an estimated accuracy of +/- 6 seconds.
 MA0752
 MA0752.The orthometric height was determined by differential leveling
 MA0752.and adjusted by the National Geodetic Survey in June 1991..
 MA0752
 MA0752.The geoid height was determined by GEOID03.
 MA0752
 MA0752.The dynamic height is computed by dividing the NAVD 88
 MA0752.geopotential number by the normal gravity value computed on the
 MA0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0752.degrees latitude (g = 980.6199 gals.).
 MA0752
 MA0752.The modeled gravity was interpolated from observed gravity values.
 MA0752
 MA0752;                    North         East    Units  Estimated Accuracy
 MA0752;SPC PA N     -   159,170.      511,170.      MT  (+/- 180 meters Scaled)
 MA0752
 MA0752                          SUPERSEDED SURVEY CONTROL
 MA0752
 MA0752  NGVD 29 (??/??/92)  620.518  (m)         2035.82   (f) ADJ UNCH    2 0
 MA0752
 MA0752.Superseded values are not recommended for survey control.
 MA0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0752.See file dsdata.txt to determine how the superseded data were derived.
 MA0752
 MA0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG820071(NAD 83)
 MA0752_MARKER: DB = BENCH MARK DISK
 MA0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0752_STAMPING: G 77 1935
 MA0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0752+STABILITY: SURFACE MOTION
 MA0752
 MA0752  HISTORY     - Date     Condition        Report By
 MA0752  HISTORY     - 1935     MONUMENTED       CGS
 MA0752  HISTORY     - 20040806 MARK NOT FOUND   USPSQD
 MA0752
 MA0752                          STATION DESCRIPTION
 MA0752
 MA0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0752'1.5 MI E FROM CARLSON.
 MA0752'ABOUT 1.5 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MA0752'THE STATION AT CARLSON, ELK COUNTY, 33 FEET WEST OF POLE 146+23,
 MA0752'30 FEET NORTHWEST OF THE CENTER OF A DIRT-ROAD CROSSING, 33 FEET
 MA0752'NORTH OF THE CENTER LINE OF THE ROAD, 12 FEET WEST OF THE WEST
 MA0752'RAIL, ABOUT 75 FEET EAST OF 6- BY 6-FOOT U.N.G. CO. SHANTY
 MA0752'12 - 12, AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD
 MA0752'DISK, STAMPED G 77 1935 AND SET IN THE TOP OF A CONCRETE POST
 MA0752'PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 MA0752
 MA0752                          STATION RECOVERY (2004)
 MA0752
 MA0752'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0752'CONCRETE POST FOUND CRUMBLED AND BROKEN OFF. DISK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0762 ***********************************************************************
 MA0762  DESIGNATION -  G 78
 MA0762  PID         -  MA0762
 MA0762  STATE/COUNTY-  PA/MCKEAN
 MA0762  USGS QUAD   -  KANE (1977)
 MA0762
 MA0762                         *CURRENT SURVEY CONTROL
 MA0762  ___________________________________________________________________
 MA0762* NAD 83(1986)-  41 39 21.     (N)    078 48 12.     (W)     SCALED    
 MA0762* NAVD 88     -       612.322  (meters)    2008.93   (feet)  ADJUSTED  
 MA0762  ___________________________________________________________________
 MA0762  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 MA0762  DYNAMIC HT  -         612.050 (meters)    2008.03  (feet)  COMP
 MA0762  MODELED GRAV-     980,158.3   (mgal)                       NAVD 88
 MA0762
 MA0762  VERT ORDER  -  SECOND    CLASS 0
 MA0762
 MA0762.The horizontal coordinates were scaled from a topographic map and have
 MA0762.an estimated accuracy of +/- 6 seconds.
 MA0762
 MA0762.The orthometric height was determined by differential leveling
 MA0762.and adjusted by the National Geodetic Survey in June 1991..
 MA0762
 MA0762.The geoid height was determined by GEOID03.
 MA0762
 MA0762.The dynamic height is computed by dividing the NAVD 88
 MA0762.geopotential number by the normal gravity value computed on the
 MA0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0762.degrees latitude (g = 980.6199 gals.).
 MA0762
 MA0762.The modeled gravity was interpolated from observed gravity values.
 MA0762
 MA0762;                    North         East    Units  Estimated Accuracy
 MA0762;SPC PA N     -   165,910.      512,270.      MT  (+/- 180 meters Scaled)
 MA0762
 MA0762                          SUPERSEDED SURVEY CONTROL
 MA0762
 MA0762  NGVD 29 (??/??/92)  612.423  (m)         2009.26   (f) ADJ UNCH    2 0
 MA0762
 MA0762.Superseded values are not recommended for survey control.
 MA0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0762.See file dsdata.txt to determine how the superseded data were derived.
 MA0762
 MA0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG829138(NAD 83)
 MA0762_MARKER: DB = BENCH MARK DISK
 MA0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0762_STAMPING: G 78 1935
 MA0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0762+STABILITY: SURFACE MOTION
 MA0762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0762+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2005
 MA0762
 MA0762  HISTORY     - Date     Condition        Report By
 MA0762  HISTORY     - 1935     MONUMENTED       CGS
 MA0762  HISTORY     - 1968     GOOD             NGS
 MA0762  HISTORY     - 20051021 GOOD             USPSQD
 MA0762
 MA0762                          STATION DESCRIPTION
 MA0762
 MA0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0762'0.5 MI SE FROM KANE.
 MA0762'ABOUT 0.5 MILE SOUTHEAST ALONG THE PENNSYLANIA RAILROAD FROM THE
 MA0762'STATION AT KANE, MC KEAN COUNTY, ABOUT 60 FEET NORTHWEST OF THE
 MA0762'CENTER OF A DIRT-ROAD CROSSING, 45 FEET NORTHEAST OF THE
 MA0762'CENTER LINE OF THE ROAD, 30 FEET WEST OF THE WEST RAIL, 48 FEET
 MA0762'SOUTH OF A POLE, 5 FEET EAST OF A WIRE FENCE, AND ABOUT 7 FEET
 MA0762'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED G 78 1935 AND SET
 MA0762'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE
 MA0762'GROUND.
 MA0762
 MA0762                          STATION RECOVERY (1968)
 MA0762
 MA0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MA0762'RECOVERED IN GOOD CONDITION.
 MA0762
 MA0762                          STATION RECOVERY (2005)
 MA0762
 MA0762'RECOVERY NOTE BY US POWER SQUADRON 2005
 MA0762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1132 ***********************************************************************
 LZ1132  DESIGNATION -  G 79
 LZ1132  PID         -  LZ1132
 LZ1132  STATE/COUNTY-  PA/LYCOMING
 LZ1132  USGS QUAD   -  SALLADASBURG (1973)
 LZ1132
 LZ1132                         *CURRENT SURVEY CONTROL
 LZ1132  ___________________________________________________________________
 LZ1132* NAD 83(1986)-  41 15 15.     (N)    077 13 37.     (W)     SCALED    
 LZ1132* NAVD 88     -       180.752  (meters)     593.02   (feet)  ADJUSTED  
 LZ1132  ___________________________________________________________________
 LZ1132  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 LZ1132  DYNAMIC HT  -         180.672 (meters)     592.75  (feet)  COMP
 LZ1132  MODELED GRAV-     980,179.1   (mgal)                       NAVD 88
 LZ1132
 LZ1132  VERT ORDER  -  SECOND    CLASS 0
 LZ1132
 LZ1132.The horizontal coordinates were scaled from a topographic map and have
 LZ1132.an estimated accuracy of +/- 6 seconds.
 LZ1132
 LZ1132.The orthometric height was determined by differential leveling
 LZ1132.and adjusted by the National Geodetic Survey in June 1991..
 LZ1132
 LZ1132.The geoid height was determined by GEOID03.
 LZ1132
 LZ1132.The dynamic height is computed by dividing the NAVD 88
 LZ1132.geopotential number by the normal gravity value computed on the
 LZ1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1132.degrees latitude (g = 980.6199 gals.).
 LZ1132
 LZ1132.The modeled gravity was interpolated from observed gravity values.
 LZ1132
 LZ1132;                    North         East    Units  Estimated Accuracy
 LZ1132;SPC PA N     -   120,900.      643,840.      MT  (+/- 180 meters Scaled)
 LZ1132
 LZ1132                          SUPERSEDED SURVEY CONTROL
 LZ1132
 LZ1132  NGVD 29 (??/??/92)  180.960  (m)          593.70   (f) ADJ UNCH    2 0
 LZ1132
 LZ1132.Superseded values are not recommended for survey control.
 LZ1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1132.See file dsdata.txt to determine how the superseded data were derived.
 LZ1132
 LZ1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL134693(NAD 83)
 LZ1132_MARKER: DB = BENCH MARK DISK
 LZ1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1132_STAMPING: G 79 1935
 LZ1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1132+STABILITY: SURFACE MOTION
 LZ1132
 LZ1132  HISTORY     - Date     Condition        Report By
 LZ1132  HISTORY     - 1935     MONUMENTED       CGS
 LZ1132  HISTORY     - 1941     GOOD             NGS
 LZ1132
 LZ1132                          STATION DESCRIPTION
 LZ1132
 LZ1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ1132'2.2 MI S FROM SALLADASBURG.
 LZ1132'ABOUT 2.2 MILES SOUTH ALONG STATE HIGHWAY 84 FROM SALLADASBURG,
 LZ1132'LYCOMING COUNTY, AT STATION 151+39, ABOUT 66 FEET SOUTHEAST OF
 LZ1132'POLE 118, 22 FEET WEST OF A 15-FOOT SPAN CONCRETE BRIDGE OVER A
 LZ1132'STREAM, 13 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN
 LZ1132'LINE WITH A ROW OF POLES, ABOUT ONE-HALF FOOT LOWER THAN THE
 LZ1132'ROADWAY.  A STANDARD DISK, STAMPED G 79 1935 AND SET IN THE TOP
 LZ1132'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 LZ1132
 LZ1132                          STATION RECOVERY (1941)
 LZ1132
 LZ1132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LZ1132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0811 ***********************************************************************
 LZ0811  DESIGNATION -  G 80
 LZ0811  PID         -  LZ0811
 LZ0811  STATE/COUNTY-  PA/TIOGA
 LZ0811  USGS QUAD   -  LIBERTY (1986)
 LZ0811
 LZ0811                         *CURRENT SURVEY CONTROL
 LZ0811  ___________________________________________________________________
 LZ0811* NAD 83(1986)-  41 33 48.     (N)    077 06 12.     (W)     SCALED    
 LZ0811* NAVD 88     -       480.179  (meters)    1575.39   (feet)  ADJUSTED  
 LZ0811  ___________________________________________________________________
 LZ0811  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 LZ0811  DYNAMIC HT  -         479.959 (meters)    1574.67  (feet)  COMP
 LZ0811  MODELED GRAV-     980,149.5   (mgal)                       NAVD 88
 LZ0811
 LZ0811  VERT ORDER  -  SECOND    CLASS 0
 LZ0811
 LZ0811.The horizontal coordinates were scaled from a topographic map and have
 LZ0811.an estimated accuracy of +/- 6 seconds.
 LZ0811
 LZ0811.The orthometric height was determined by differential leveling
 LZ0811.and adjusted by the National Geodetic Survey in June 1991..
 LZ0811
 LZ0811.The geoid height was determined by GEOID03.
 LZ0811
 LZ0811.The dynamic height is computed by dividing the NAVD 88
 LZ0811.geopotential number by the normal gravity value computed on the
 LZ0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0811.degrees latitude (g = 980.6199 gals.).
 LZ0811
 LZ0811.The modeled gravity was interpolated from observed gravity values.
 LZ0811
 LZ0811;                    North         East    Units  Estimated Accuracy
 LZ0811;SPC PA N     -   155,310.      653,940.      MT  (+/- 180 meters Scaled)
 LZ0811
 LZ0811                          SUPERSEDED SURVEY CONTROL
 LZ0811
 LZ0811  NGVD 29 (??/??/92)  480.31   (m)         1575.8    (f) COMPUTED    2 0
 LZ0811
 LZ0811.Superseded values are not recommended for survey control.
 LZ0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0811.See file dsdata.txt to determine how the superseded data were derived.
 LZ0811
 LZ0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM246034(NAD 83)
 LZ0811_MARKER: DB = BENCH MARK DISK
 LZ0811_SETTING: 66 = SET IN ROCK OUTCROP
 LZ0811_SP_SET: ROCK LEDGE
 LZ0811_STAMPING: G 80 1935
 LZ0811_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ0811+STABILITY: POSITION/ELEVATION WELL
 LZ0811
 LZ0811  HISTORY     - Date     Condition        Report By
 LZ0811  HISTORY     - 1935     MONUMENTED       CGS
 LZ0811  HISTORY     - 1968     GOOD             NGS
 LZ0811
 LZ0811                          STATION DESCRIPTION
 LZ0811
 LZ0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0811'0.4 MI N FROM LIBERTY.
 LZ0811'0.4 MILE NORTH ALONG U.S. HIGHWAY 15 FROM LIBERTY, TIOGA COUNTY,
 LZ0811'AT STATION 70/89, ABOUT 90 FEET NORTHWEST OF THE CENTER OF THE
 LZ0811'CROSSING OF COUNTY ROAD 580521, ABOUT 66 FEET SOUTHWEST OF THE
 LZ0811'SOUTHWEST CORNER OF THE THE OLD MILL SERVICE STATION, 4 FEET EAST
 LZ0811'OF THE CENTER LINE OF THE STEPS, 21 FEET WEST OF THE CENTER LINE
 LZ0811'OF THE HIGHWAY, IN THE TOP OF A ROCK LEDGE, ABOUT 1/2 FOOT
 LZ0811'HIGHER THAN THE ROADWAY, AND ABOUT 1/2 FOOT ABOVE GROUND.  A
 LZ0811'STANDARD DISK, STAMPED G 80 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0572 ***********************************************************************
 LZ0572  DESIGNATION -  G 81
 LZ0572  PID         -  LZ0572
 LZ0572  STATE/COUNTY-  PA/BRADFORD
 LZ0572  USGS QUAD   -  EAST TROY (1969)
 LZ0572
 LZ0572                         *CURRENT SURVEY CONTROL
 LZ0572  ___________________________________________________________________
 LZ0572* NAD 83(1986)-  41 46 18.     (N)    076 37 57.     (W)     SCALED    
 LZ0572* NAVD 88     -       272.065  (meters)     892.60   (feet)  ADJUSTED  
 LZ0572  ___________________________________________________________________
 LZ0572  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 LZ0572  DYNAMIC HT  -         271.955 (meters)     892.24  (feet)  COMP
 LZ0572  MODELED GRAV-     980,210.0   (mgal)                       NAVD 88
 LZ0572
 LZ0572  VERT ORDER  -  SECOND    CLASS 0
 LZ0572
 LZ0572.The horizontal coordinates were scaled from a topographic map and have
 LZ0572.an estimated accuracy of +/- 6 seconds.
 LZ0572
 LZ0572.The orthometric height was determined by differential leveling
 LZ0572.and adjusted by the National Geodetic Survey in June 1991..
 LZ0572
 LZ0572.The geoid height was determined by GEOID03.
 LZ0572
 LZ0572.The dynamic height is computed by dividing the NAVD 88
 LZ0572.geopotential number by the normal gravity value computed on the
 LZ0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0572.degrees latitude (g = 980.6199 gals.).
 LZ0572
 LZ0572.The modeled gravity was interpolated from observed gravity values.
 LZ0572
 LZ0572;                    North         East    Units  Estimated Accuracy
 LZ0572;SPC PA N     -   178,840.      692,910.      MT  (+/- 180 meters Scaled)
 LZ0572
 LZ0572                          SUPERSEDED SURVEY CONTROL
 LZ0572
 LZ0572  NGVD 29 (??/??/92)  272.24   (m)          893.2    (f) COMPUTED    2 0
 LZ0572
 LZ0572.Superseded values are not recommended for survey control.
 LZ0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0572.See file dsdata.txt to determine how the superseded data were derived.
 LZ0572
 LZ0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM643257(NAD 83)
 LZ0572_MARKER: DB = BENCH MARK DISK
 LZ0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0572_STAMPING: G 81 1935
 LZ0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0572+STABILITY: SURFACE MOTION
 LZ0572
 LZ0572  HISTORY     - Date     Condition        Report By
 LZ0572  HISTORY     - 1935     MONUMENTED       CGS
 LZ0572
 LZ0572                          STATION DESCRIPTION
 LZ0572
 LZ0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0572'1.5 MI W FROM BURLINGTON.
 LZ0572'ABOUT 1.5 MILES WEST ALONG U.S. HIGHWAY 6 FROM BURLINGTON,
 LZ0572'BRADFORD COUNTY, AT STATION 7/74+30, 34 FEET NORTHEAST OF POLE
 LZ0572'313, 24 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 8
 LZ0572'FEET NORTHWEST OF POLE T B 177, AND ABOUT 6 INCHES LOWER THAN
 LZ0572'THE ROADWAY.  A STANDARD DISK, STAMPED G 81 1935 AND SET IN THE
 LZ0572'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0573 ***********************************************************************
 LZ0573  DESIGNATION -  G 81 RESET 1942
 LZ0573  PID         -  LZ0573
 LZ0573  STATE/COUNTY-  PA/BRADFORD
 LZ0573  USGS QUAD   -  EAST TROY (1969)
 LZ0573
 LZ0573                         *CURRENT SURVEY CONTROL
 LZ0573  ___________________________________________________________________
 LZ0573* NAD 83(1986)-  41 46 18.     (N)    076 37 57.     (W)     SCALED    
 LZ0573* NAVD 88     -       272.06   (+/-2cm)     892.6    (feet)  VERTCON   
 LZ0573  ___________________________________________________________________
 LZ0573  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 LZ0573
 LZ0573  VERT ORDER  -  THIRD (See Below)
 LZ0573
 LZ0573.The horizontal coordinates were scaled from a topographic map and have
 LZ0573.an estimated accuracy of +/- 6 seconds.
 LZ0573
 LZ0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ0573.The vertical order pertains to the NGVD 29 superseded value.
 LZ0573
 LZ0573.The geoid height was determined by GEOID03.
 LZ0573
 LZ0573;                    North         East    Units  Estimated Accuracy
 LZ0573;SPC PA N     -   178,840.      692,910.      MT  (+/- 180 meters Scaled)
 LZ0573
 LZ0573                          SUPERSEDED SURVEY CONTROL
 LZ0573
 LZ0573  NGVD 29 (??/??/??)  272.24   (m)          893.2    (f) RESET       3  
 LZ0573
 LZ0573.Superseded values are not recommended for survey control.
 LZ0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0573.See file dsdata.txt to determine how the superseded data were derived.
 LZ0573
 LZ0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM643257(NAD 83)
 LZ0573_MARKER: DD = SURVEY DISK
 LZ0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0573_STAMPING: G 81 RESET 1942
 LZ0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0573+STABILITY: SURFACE MOTION
 LZ0573
 LZ0573  HISTORY     - Date     Condition        Report By
 LZ0573  HISTORY     - 1942     MONUMENTED       PADH
 LZ0573  HISTORY     - 1943     GOOD             NGS
 LZ0573
 LZ0573                          STATION DESCRIPTION
 LZ0573
 LZ0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LZ0573'1.5 MI W FROM BURLINGTON.
 LZ0573'1.5 MILES WEST ALONG U.S. HIGHWAY 6 FROM BURLINGTON, BRADFORD
 LZ0573'COUNTY, AT STATION 776+81, 35 FEET NORTHEAST OF POLE 313, AND
 LZ0573'26.3 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  SET IN THE TOP
 LZ0573'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0604 ***********************************************************************
 LZ0604  DESIGNATION -  G 82
 LZ0604  PID         -  LZ0604
 LZ0604  STATE/COUNTY-  PA/BRADFORD
 LZ0604  USGS QUAD   -  LEROY (1983)
 LZ0604
 LZ0604                         *CURRENT SURVEY CONTROL
 LZ0604  ___________________________________________________________________
 LZ0604* NAD 83(1986)-  41 37 41.     (N)    076 39 52.     (W)     SCALED    
 LZ0604* NAVD 88     -       492.744  (meters)    1616.61   (feet)  ADJUSTED  
 LZ0604  ___________________________________________________________________
 LZ0604  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 LZ0604  DYNAMIC HT  -         492.521 (meters)    1615.88  (feet)  COMP
 LZ0604  MODELED GRAV-     980,154.4   (mgal)                       NAVD 88
 LZ0604
 LZ0604  VERT ORDER  -  SECOND    CLASS 0
 LZ0604
 LZ0604.The horizontal coordinates were scaled from a topographic map and have
 LZ0604.an estimated accuracy of +/- 6 seconds.
 LZ0604
 LZ0604.The orthometric height was determined by differential leveling
 LZ0604.and adjusted by the National Geodetic Survey in June 1991..
 LZ0604
 LZ0604.The geoid height was determined by GEOID03.
 LZ0604
 LZ0604.The dynamic height is computed by dividing the NAVD 88
 LZ0604.geopotential number by the normal gravity value computed on the
 LZ0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0604.degrees latitude (g = 980.6199 gals.).
 LZ0604
 LZ0604.The modeled gravity was interpolated from observed gravity values.
 LZ0604
 LZ0604;                    North         East    Units  Estimated Accuracy
 LZ0604;SPC PA N     -   162,860.      690,460.      MT  (+/- 180 meters Scaled)
 LZ0604
 LZ0604                          SUPERSEDED SURVEY CONTROL
 LZ0604
 LZ0604  NGVD 29 (??/??/92)  492.924  (m)         1617.20   (f) ADJ UNCH    2 0
 LZ0604
 LZ0604.Superseded values are not recommended for survey control.
 LZ0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0604.See file dsdata.txt to determine how the superseded data were derived.
 LZ0604
 LZ0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM613098(NAD 83)
 LZ0604_MARKER: DB = BENCH MARK DISK
 LZ0604_SETTING: 80 = SET IN A BOULDER
 LZ0604_SP_SET: BOULDER
 LZ0604_STAMPING: G 82 1935
 LZ0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0604+STABILITY: SURFACE MOTION
 LZ0604
 LZ0604  HISTORY     - Date     Condition        Report By
 LZ0604  HISTORY     - 1935     MONUMENTED       CGS
 LZ0604
 LZ0604                          STATION DESCRIPTION
 LZ0604
 LZ0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0604'1.4 MI NW FROM LAQUIN.
 LZ0604'1.4 MILES NORTHWEST ALONG TRUCK TRAIL 1 FROM THE SUSQUEHANNA
 LZ0604'AND NEW YORK RAILROAD STATION AT LAQUIN, BRADFORD COUNTY, ABOUT
 LZ0604'0.8 MILE SOUTH OF THE JUNCTION OF TRUCK TRAIL 3 AT MC CRANEYS
 LZ0604'RUN, 33 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 30 FEET
 LZ0604'EAST OF A 5- BY 5-FOOT POINTED BOULDER, AT A 5- BY 10-FOOT
 LZ0604'ROCK BOULDER, IN THE TOP OF THE SOUTH END, ABOUT 6-1/2 FEET
 LZ0604'HIGHER THAN THE ROADWAY, AND ABOUT 4 FEET ABOVE GROUND.  A STANDARD
 LZ0604'DISK, STAMPED G 82 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1204 ***********************************************************************
 MA1204  DESIGNATION -  G 85
 MA1204  PID         -  MA1204
 MA1204  STATE/COUNTY-  PA/VENANGO
 MA1204  USGS QUAD   -  UTICA (1977)
 MA1204
 MA1204                         *CURRENT SURVEY CONTROL
 MA1204  ___________________________________________________________________
 MA1204* NAD 83(1986)-  41 26 20.     (N)    079 57 19.     (W)     SCALED    
 MA1204* NAVD 88     -       315.011  (meters)    1033.50   (feet)  ADJUSTED  
 MA1204  ___________________________________________________________________
 MA1204  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MA1204  DYNAMIC HT  -         314.878 (meters)    1033.06  (feet)  COMP
 MA1204  MODELED GRAV-     980,193.6   (mgal)                       NAVD 88
 MA1204
 MA1204  VERT ORDER  -  SECOND    CLASS 0
 MA1204
 MA1204.The horizontal coordinates were scaled from a topographic map and have
 MA1204.an estimated accuracy of +/- 6 seconds.
 MA1204
 MA1204.The orthometric height was determined by differential leveling
 MA1204.and adjusted by the National Geodetic Survey in June 1991..
 MA1204
 MA1204.The geoid height was determined by GEOID03.
 MA1204
 MA1204.The dynamic height is computed by dividing the NAVD 88
 MA1204.geopotential number by the normal gravity value computed on the
 MA1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1204.degrees latitude (g = 980.6199 gals.).
 MA1204
 MA1204.The modeled gravity was interpolated from observed gravity values.
 MA1204
 MA1204;                    North         East    Units  Estimated Accuracy
 MA1204;SPC PA N     -   143,630.      415,720.      MT  (+/- 180 meters Scaled)
 MA1204
 MA1204                          SUPERSEDED SURVEY CONTROL
 MA1204
 MA1204  NGVD 29 (??/??/92)  315.197  (m)         1034.11   (f) ADJ UNCH    2 0
 MA1204
 MA1204.Superseded values are not recommended for survey control.
 MA1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1204.See file dsdata.txt to determine how the superseded data were derived.
 MA1204
 MA1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF872880(NAD 83)
 MA1204_MARKER: DB = BENCH MARK DISK
 MA1204_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1204_SP_SET: WATER TANK FOUNDATION
 MA1204_STAMPING: G 85 1935
 MA1204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1204
 MA1204  HISTORY     - Date     Condition        Report By
 MA1204  HISTORY     - 1935     MONUMENTED       CGS
 MA1204  HISTORY     - 1967     GOOD             NGS
 MA1204
 MA1204                          STATION DESCRIPTION
 MA1204
 MA1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1204'AT UTICA.
 MA1204'AT UTICA, 300 FEET NORTH OF A MACADAM ROAD CROSSING, 10 FEET WEST
 MA1204'OF THE WEST RAIL, SET VERTICALLY IN THE NORTHEAST CORNER OF THE
 MA1204'FOUNDATION OF A ABANDONED WATER TANK, THE WATER TANK HAS BEEN
 MA1204'REMOVED BUT THE FOUNDATION IS GOOD.  ABOUT 8-INCHES ABOVE THE
 MA1204'GROUND AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1558 ***********************************************************************
 MA1558  DESIGNATION -  G 86
 MA1558  PID         -  MA1558
 MA1558  STATE/COUNTY-  PA/CRAWFORD
 MA1558  USGS QUAD   -  CENTERVILLE (1977)
 MA1558
 MA1558                         *CURRENT SURVEY CONTROL
 MA1558  ___________________________________________________________________
 MA1558* NAD 83(1986)-  41 42 22.     (N)    079 46 10.     (W)     SCALED    
 MA1558* NAVD 88     -       403.144  (meters)    1322.65   (feet)  ADJUSTED  
 MA1558  ___________________________________________________________________
 MA1558  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 MA1558  DYNAMIC HT  -         402.975 (meters)    1322.09  (feet)  COMP
 MA1558  MODELED GRAV-     980,190.0   (mgal)                       NAVD 88
 MA1558
 MA1558  VERT ORDER  -  SECOND    CLASS 0
 MA1558
 MA1558.The horizontal coordinates were scaled from a topographic map and have
 MA1558.an estimated accuracy of +/- 6 seconds.
 MA1558
 MA1558.The orthometric height was determined by differential leveling
 MA1558.and adjusted by the National Geodetic Survey in June 1991..
 MA1558
 MA1558.The geoid height was determined by GEOID03.
 MA1558
 MA1558.The dynamic height is computed by dividing the NAVD 88
 MA1558.geopotential number by the normal gravity value computed on the
 MA1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1558.degrees latitude (g = 980.6199 gals.).
 MA1558
 MA1558.The modeled gravity was interpolated from observed gravity values.
 MA1558
 MA1558;                    North         East    Units  Estimated Accuracy
 MA1558;SPC PA N     -   172,920.      431,940.      MT  (+/- 180 meters Scaled)
 MA1558
 MA1558                          SUPERSEDED SURVEY CONTROL
 MA1558
 MA1558  NGVD 29 (??/??/92)  403.298  (m)         1323.15   (f) ADJ UNCH    2 0
 MA1558
 MA1558.Superseded values are not recommended for survey control.
 MA1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1558.See file dsdata.txt to determine how the superseded data were derived.
 MA1558
 MA1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG023178(NAD 83)
 MA1558_MARKER: DB = BENCH MARK DISK
 MA1558_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1558_SP_SET: BRIDGE
 MA1558_STAMPING: G 86 1935
 MA1558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1558
 MA1558  HISTORY     - Date     Condition        Report By
 MA1558  HISTORY     - 1935     MONUMENTED       CGS
 MA1558  HISTORY     - 20001120 MARK NOT FOUND   PADT
 MA1558
 MA1558                          STATION DESCRIPTION
 MA1558
 MA1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA1558'0.4 MI S FROM TRYONVILLE.
 MA1558'0.4 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA1558'AT TRYONVILLE, CRAWFORD COUNTY, ABOUT 1,400 FEET SOUTH OF
 MA1558'MILEPOST 112, ABOUT 150 FEET SOUTH OF A SWITCH POINT, AT BRIDGE
 MA1558'112 OVER A STREAM, IN THE TOP OF THE WEST HEAD WALL, 2.5 FEET
 MA1558'SOUTH OF THE NORTH END, 18 FEET WEST OF THE WEST RAIL OF THE
 MA1558'MAIN TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 MA1558'DISK, STAMPED G 86 1935.
 MA1558
 MA1558                          STATION RECOVERY (2000)
 MA1558
 MA1558'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (JAW)
 MA1558'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1456 ***********************************************************************
 MA1456  DESIGNATION -  G 87
 MA1456  PID         -  MA1456
 MA1456  STATE/COUNTY-  PA/VENANGO
 MA1456  USGS QUAD   -  OIL CITY (1977)
 MA1456
 MA1456                         *CURRENT SURVEY CONTROL
 MA1456  ___________________________________________________________________
 MA1456* NAD 83(1986)-  41 24 14.     (N)    079 42 30.     (W)     SCALED    
 MA1456* NAVD 88     -       451.187  (meters)    1480.27   (feet)  ADJUSTED  
 MA1456  ___________________________________________________________________
 MA1456  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 MA1456  DYNAMIC HT  -         450.990 (meters)    1479.62  (feet)  COMP
 MA1456  MODELED GRAV-     980,172.3   (mgal)                       NAVD 88
 MA1456
 MA1456  VERT ORDER  -  SECOND    CLASS 0
 MA1456
 MA1456.The horizontal coordinates were scaled from a topographic map and have
 MA1456.an estimated accuracy of +/- 6 seconds.
 MA1456
 MA1456.The orthometric height was determined by differential leveling
 MA1456.and adjusted by the National Geodetic Survey in June 1991..
 MA1456
 MA1456.The geoid height was determined by GEOID03.
 MA1456
 MA1456.The dynamic height is computed by dividing the NAVD 88
 MA1456.geopotential number by the normal gravity value computed on the
 MA1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1456.degrees latitude (g = 980.6199 gals.).
 MA1456
 MA1456.The modeled gravity was interpolated from observed gravity values.
 MA1456
 MA1456;                    North         East    Units  Estimated Accuracy
 MA1456;SPC PA N     -   139,250.      436,270.      MT  (+/- 180 meters Scaled)
 MA1456
 MA1456                          SUPERSEDED SURVEY CONTROL
 MA1456
 MA1456  NGVD 29 (??/??/92)  451.364  (m)         1480.85   (f) ADJ UNCH    2 0
 MA1456
 MA1456.Superseded values are not recommended for survey control.
 MA1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1456.See file dsdata.txt to determine how the superseded data were derived.
 MA1456
 MA1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF079843(NAD 83)
 MA1456_MARKER: DB = BENCH MARK DISK
 MA1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1456_STAMPING: G 87 1935
 MA1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1456+STABILITY: SURFACE MOTION
 MA1456
 MA1456  HISTORY     - Date     Condition        Report By
 MA1456  HISTORY     - 1935     MONUMENTED       CGS
 MA1456
 MA1456                          STATION DESCRIPTION
 MA1456
 MA1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA1456'1.9 MI S FROM OIL CITY.
 MA1456'ABOUT 1.9 MILES SOUTH ALONG STATE HIGHWAY 257 FROM OIL CITY,
 MA1456'VENANGO COUNTY, ABOUT 750 FEET SOUTH OF THE CRANBERRY TOWNSHIP
 MA1456'SCHOOL, ABOUT 350 FEET SOUTH OF THE BOLLER GARAGE, ABOUT 76 FEET
 MA1456'SOUTH OF HYDRANT 94, 36 FEET WEST OF THE CENTER LINE OF THE
 MA1456'HIGHWAY, AND 26 FEET SOUTHWEST OF POLE SQ 47 PAINTED 0+00.  A
 MA1456'STANDARD DISK, STAMPED G 87 1935 AND SET IN THE TOP OF A CONCRETE
 MA1456'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0819 ***********************************************************************
 MA0819  DESIGNATION -  G 88
 MA0819  PID         -  MA0819
 MA0819  STATE/COUNTY-  PA/FOREST
 MA0819  USGS QUAD   -  WEST HICKORY (1981)
 MA0819
 MA0819                         *CURRENT SURVEY CONTROL
 MA0819  ___________________________________________________________________
 MA0819* NAD 83(1986)-  41 33 16.     (N)    079 26 09.     (W)     SCALED    
 MA0819* NAVD 88     -       325.145  (meters)    1066.75   (feet)  ADJUSTED  
 MA0819  ___________________________________________________________________
 MA0819  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MA0819  DYNAMIC HT  -         325.006 (meters)    1066.29  (feet)  COMP
 MA0819  MODELED GRAV-     980,187.7   (mgal)                       NAVD 88
 MA0819
 MA0819  VERT ORDER  -  SECOND    CLASS 0
 MA0819
 MA0819.The horizontal coordinates were scaled from a topographic map and have
 MA0819.an estimated accuracy of +/- 6 seconds.
 MA0819
 MA0819.The orthometric height was determined by differential leveling
 MA0819.and adjusted by the National Geodetic Survey in June 1991..
 MA0819
 MA0819.The geoid height was determined by GEOID03.
 MA0819
 MA0819.The dynamic height is computed by dividing the NAVD 88
 MA0819.geopotential number by the normal gravity value computed on the
 MA0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0819.degrees latitude (g = 980.6199 gals.).
 MA0819
 MA0819.The modeled gravity was interpolated from observed gravity values.
 MA0819
 MA0819;                    North         East    Units  Estimated Accuracy
 MA0819;SPC PA N     -   155,490.      459,370.      MT  (+/- 180 meters Scaled)
 MA0819
 MA0819                          SUPERSEDED SURVEY CONTROL
 MA0819
 MA0819  NGVD 29 (??/??/92)  325.318  (m)         1067.31   (f) ADJ UNCH    2 0
 MA0819
 MA0819.Superseded values are not recommended for survey control.
 MA0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0819.See file dsdata.txt to determine how the superseded data were derived.
 MA0819
 MA0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG304014(NAD 83)
 MA0819_MARKER: DB = BENCH MARK DISK
 MA0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0819_STAMPING: G 88 1935
 MA0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0819+STABILITY: SURFACE MOTION
 MA0819
 MA0819  HISTORY     - Date     Condition        Report By
 MA0819  HISTORY     - 1935     MONUMENTED       CGS
 MA0819
 MA0819                          STATION DESCRIPTION
 MA0819
 MA0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0819'1.9 MI S FROM WEST HICKORY.
 MA0819'ABOUT 1.9 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM WEST
 MA0819'HICKORY, FOREST COUNTY, ABOUT 142 YARDS NORTH OF MILEPOST 25-91,
 MA0819'ABOUT 80 YARDS EAST OF A WIRE FENCE, 38 FEET NORTHWEST OF A
 MA0819'DIRT-ROAD CROSSING, 26 FEET WEST OF THE WEST RAIL, 22 FEET NORTH
 MA0819'OF THE CENTER LINE OF THE ROAD, 10 FEET NORTHWEST OF A POLE, AND
 MA0819'ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 MA0819'STAMPED G 88 1935 AND SET IN THE TOP OF A CONCRETE POST
 MA0819'PROJECTING ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1153 ***********************************************************************
 MA1153  DESIGNATION -  G 89
 MA1153  PID         -  MA1153
 MA1153  STATE/COUNTY-  PA/CLARION
 MA1153  USGS QUAD   -  FRYBURG (1977)
 MA1153
 MA1153                         *CURRENT SURVEY CONTROL
 MA1153  ___________________________________________________________________
 MA1153* NAD 83(1986)-  41 19 18.     (N)    079 26 43.     (W)     SCALED    
 MA1153* NAVD 88     -       504.986  (meters)    1656.77   (feet)  ADJUSTED  
 MA1153  ___________________________________________________________________
 MA1153  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 MA1153  DYNAMIC HT  -         504.752 (meters)    1656.01  (feet)  COMP
 MA1153  MODELED GRAV-     980,144.5   (mgal)                       NAVD 88
 MA1153
 MA1153  VERT ORDER  -  SECOND    CLASS 0
 MA1153
 MA1153.The horizontal coordinates were scaled from a topographic map and have
 MA1153.an estimated accuracy of +/- 6 seconds.
 MA1153
 MA1153.The orthometric height was determined by differential leveling
 MA1153.and adjusted by the National Geodetic Survey in June 1991..
 MA1153
 MA1153.The geoid height was determined by GEOID03.
 MA1153
 MA1153.The dynamic height is computed by dividing the NAVD 88
 MA1153.geopotential number by the normal gravity value computed on the
 MA1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1153.degrees latitude (g = 980.6199 gals.).
 MA1153
 MA1153.The modeled gravity was interpolated from observed gravity values.
 MA1153
 MA1153;                    North         East    Units  Estimated Accuracy
 MA1153;SPC PA N     -   129,660.      458,080.      MT  (+/- 180 meters Scaled)
 MA1153
 MA1153                          SUPERSEDED SURVEY CONTROL
 MA1153
 MA1153  NGVD 29 (??/??/92)  505.140  (m)         1657.28   (f) ADJ UNCH    2 0
 MA1153
 MA1153.Superseded values are not recommended for survey control.
 MA1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1153.See file dsdata.txt to determine how the superseded data were derived.
 MA1153
 MA1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF301756(NAD 83)
 MA1153_MARKER: DB = BENCH MARK DISK
 MA1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1153_STAMPING: G 89 1935
 MA1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1153+STABILITY: SURFACE MOTION
 MA1153
 MA1153  HISTORY     - Date     Condition        Report By
 MA1153  HISTORY     - 1935     MONUMENTED       CGS
 MA1153
 MA1153                          STATION DESCRIPTION
 MA1153
 MA1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA1153'5.1 MI N FROM SHIPPENVILLE.
 MA1153'ABOUT 5.1 MILES NORTH ALONG STATE HIGHWAY 66 FROM THE MT. ZION
 MA1153'LUTHERAN CHURCH AT SHIPPENVILLE, CLARION COUNTY, AT STATION
 MA1153'2-70+50, ABOUT 123 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 MA1153'GRAY 2-1/2-STORY FRAME HOUSE, 25 FEET WEST OF THE CENTER LINE
 MA1153'OF THE HIGHWAY, 15 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A
 MA1153'WHEAT FIELD, 8 FEET SOUTHEAST OF AN 8-INCH MAPLE TREE, 6 FEET
 MA1153'NORTHEAST OF THE NORTHEAST CORNER OF A CORN CRIB, AND ABOUT
 MA1153'1-1/2 FEET HIGHER THAN THE ROADWAY.  A STANDARD DISK, STAMPED
 MA1153'G 89 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MA1153'ABOUT 11 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1101 ***********************************************************************
 LZ1101  DESIGNATION -  G 90
 LZ1101  PID         -  LZ1101
 LZ1101  STATE/COUNTY-  PA/CLINTON
 LZ1101  USGS QUAD   -  LOCK HAVEN (1986)
 LZ1101
 LZ1101                         *CURRENT SURVEY CONTROL
 LZ1101  ___________________________________________________________________
 LZ1101* NAD 83(1986)-  41 14 47.     (N)    077 26 09.     (W)     SCALED    
 LZ1101* NAVD 88     -       512.395  (meters)    1681.08   (feet)  ADJUSTED  
 LZ1101  ___________________________________________________________________
 LZ1101  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 LZ1101  DYNAMIC HT  -         512.143 (meters)    1680.26  (feet)  COMP
 LZ1101  MODELED GRAV-     980,115.3   (mgal)                       NAVD 88
 LZ1101
 LZ1101  VERT ORDER  -  SECOND    CLASS 0
 LZ1101
 LZ1101.The horizontal coordinates were scaled from a topographic map and have
 LZ1101.an estimated accuracy of +/- 6 seconds.
 LZ1101
 LZ1101.The orthometric height was determined by differential leveling
 LZ1101.and adjusted by the National Geodetic Survey in June 1991..
 LZ1101
 LZ1101.The geoid height was determined by GEOID03.
 LZ1101
 LZ1101.The dynamic height is computed by dividing the NAVD 88
 LZ1101.geopotential number by the normal gravity value computed on the
 LZ1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1101.degrees latitude (g = 980.6199 gals.).
 LZ1101
 LZ1101.The modeled gravity was interpolated from observed gravity values.
 LZ1101
 LZ1101;                    North         East    Units  Estimated Accuracy
 LZ1101;SPC PA N     -   119,960.      626,330.      MT  (+/- 180 meters Scaled)
 LZ1101
 LZ1101                          SUPERSEDED SURVEY CONTROL
 LZ1101
 LZ1101  NGVD 29 (??/??/92)  512.580  (m)         1681.69   (f) ADJ UNCH    2 0
 LZ1101
 LZ1101.Superseded values are not recommended for survey control.
 LZ1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1101.See file dsdata.txt to determine how the superseded data were derived.
 LZ1101
 LZ1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL958689(NAD 83)
 LZ1101_MARKER: DB = BENCH MARK DISK
 LZ1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1101_STAMPING: G 90 1935
 LZ1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1101+STABILITY: SURFACE MOTION
 LZ1101
 LZ1101  HISTORY     - Date     Condition        Report By
 LZ1101  HISTORY     - 1935     MONUMENTED       CGS
 LZ1101
 LZ1101                          STATION DESCRIPTION
 LZ1101
 LZ1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ1101'8 MI N FROM MC ELHATTAN.
 LZ1101'8.0 MILES NORTH ALONG TOWNSHIP ROADS 18014 AND 18021 AND STATE
 LZ1101'HIGHWAY 24 FROM MC ELHATTAN, AT HIGHWAY STATION 3/56+30, 45 FEET
 LZ1101'SOUTH OF A 24-INCH BLACK OAK TREE, 25 FEET SOUTH OF THE CENTER
 LZ1101'LINE OF THE HIGHWAY, 18 FEET EAST OF THE CENTER LINE OF A LANE
 LZ1101'WITH WOODEN GATE RAILS, 6 FEET SOUTH OF A BARBED-WIRE FENCE, AND
 LZ1101'LEVEL WITH THE ROADWAY.  SET IN THE TOP OF A CONCRETE POST
 LZ1101'PROJECTING 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1191 ***********************************************************************
 LZ1191  DESIGNATION -  G 91
 LZ1191  PID         -  LZ1191
 LZ1191  STATE/COUNTY-  PA/LYCOMING
 LZ1191  USGS QUAD   -  WHITE PINE (1986)
 LZ1191
 LZ1191                         *CURRENT SURVEY CONTROL
 LZ1191  ___________________________________________________________________
 LZ1191* NAD 83(1986)-  41 27 25.     (N)    077 07 50.     (W)     SCALED    
 LZ1191* NAVD 88     -       521.569  (meters)    1711.18   (feet)  ADJUSTED  
 LZ1191  ___________________________________________________________________
 LZ1191  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 LZ1191  DYNAMIC HT  -         521.324 (meters)    1710.38  (feet)  COMP
 LZ1191  MODELED GRAV-     980,137.7   (mgal)                       NAVD 88
 LZ1191
 LZ1191  VERT ORDER  -  SECOND    CLASS 0
 LZ1191
 LZ1191.The horizontal coordinates were scaled from a topographic map and have
 LZ1191.an estimated accuracy of +/- 6 seconds.
 LZ1191
 LZ1191.The orthometric height was determined by differential leveling
 LZ1191.and adjusted by the National Geodetic Survey in June 1991..
 LZ1191
 LZ1191.The geoid height was determined by GEOID03.
 LZ1191
 LZ1191.The dynamic height is computed by dividing the NAVD 88
 LZ1191.geopotential number by the normal gravity value computed on the
 LZ1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1191.degrees latitude (g = 980.6199 gals.).
 LZ1191
 LZ1191.The modeled gravity was interpolated from observed gravity values.
 LZ1191
 LZ1191;                    North         East    Units  Estimated Accuracy
 LZ1191;SPC PA N     -   143,480.      651,750.      MT  (+/- 180 meters Scaled)
 LZ1191
 LZ1191                          SUPERSEDED SURVEY CONTROL
 LZ1191
 LZ1191  NGVD 29 (??/??/92)  521.75   (m)         1711.8    (f) COMPUTED    2 0
 LZ1191
 LZ1191.Superseded values are not recommended for survey control.
 LZ1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1191.See file dsdata.txt to determine how the superseded data were derived.
 LZ1191
 LZ1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL220916(NAD 83)
 LZ1191_MARKER: DB = BENCH MARK DISK
 LZ1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1191_STAMPING: G 91 1935
 LZ1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1191+STABILITY: SURFACE MOTION
 LZ1191
 LZ1191  HISTORY     - Date     Condition        Report By
 LZ1191  HISTORY     - 1935     MONUMENTED       CGS
 LZ1191  HISTORY     - 1968     MARK NOT FOUND   NGS
 LZ1191
 LZ1191                          STATION DESCRIPTION
 LZ1191
 LZ1191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ1191'AT STEAM VALLEY.
 LZ1191'AT STEAM VALLEY, LYCOMING COUNTY, ON U.S. HIGHWAY 15, AT STATION
 LZ1191'366+98, AT THE TOP OF STEAM VALLEY MOUNTAIN, 27 FEET WEST OF
 LZ1191'THE CENTER LINE OF THE HIGHWAY, 8 FEET NORTH OF THE STEAM VALLEY
 LZ1191'MT. ELEV. 1704 FEET SIGN, AND ABOUT LEVEL WITH THE ROADWAY.  A
 LZ1191'STANDARD DISK, STAMPED G 91 1935 AND SET IN THE TOP OF A CONCRETE
 LZ1191'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0448 ***********************************************************************
 MA0448  DESIGNATION -  G 92
 MA0448  PID         -  MA0448
 MA0448  STATE/COUNTY-  PA/JEFFERSON
 MA0448  USGS QUAD   -  FALLS CREEK (1994)
 MA0448
 MA0448                         *CURRENT SURVEY CONTROL
 MA0448  ___________________________________________________________________
 MA0448* NAD 83(1986)-  41 14 02.     (N)    078 51 02.     (W)     SCALED    
 MA0448* NAVD 88     -       495.114  (meters)    1624.39   (feet)  ADJUSTED  
 MA0448  ___________________________________________________________________
 MA0448  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 MA0448  DYNAMIC HT  -         494.887 (meters)    1623.64  (feet)  COMP
 MA0448  MODELED GRAV-     980,149.1   (mgal)                       NAVD 88
 MA0448
 MA0448  VERT ORDER  -  SECOND    CLASS 0
 MA0448
 MA0448.The horizontal coordinates were scaled from a topographic map and have
 MA0448.an estimated accuracy of +/- 6 seconds.
 MA0448
 MA0448.The orthometric height was determined by differential leveling
 MA0448.and adjusted by the National Geodetic Survey in June 1991..
 MA0448
 MA0448.The geoid height was determined by GEOID03.
 MA0448
 MA0448.The dynamic height is computed by dividing the NAVD 88
 MA0448.geopotential number by the normal gravity value computed on the
 MA0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0448.degrees latitude (g = 980.6199 gals.).
 MA0448
 MA0448.The modeled gravity was interpolated from observed gravity values.
 MA0448
 MA0448;                    North         East    Units  Estimated Accuracy
 MA0448;SPC PA N     -   119,110.      507,740.      MT  (+/- 180 meters Scaled)
 MA0448
 MA0448                          SUPERSEDED SURVEY CONTROL
 MA0448
 MA0448  NGVD 29 (??/??/92)  495.26   (m)         1624.9    (f) COMPUTED    2 0
 MA0448
 MA0448.Superseded values are not recommended for survey control.
 MA0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0448.See file dsdata.txt to determine how the superseded data were derived.
 MA0448
 MA0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF801669(NAD 83)
 MA0448_MARKER: DB = BENCH MARK DISK
 MA0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0448_STAMPING: G 92 1935
 MA0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0448+STABILITY: SURFACE MOTION
 MA0448
 MA0448  HISTORY     - Date     Condition        Report By
 MA0448  HISTORY     - 1935     MONUMENTED       CGS
 MA0448  HISTORY     - 1965     MARK NOT FOUND   USGS
 MA0448
 MA0448                          STATION DESCRIPTION
 MA0448
 MA0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0448'AT BEECHTON.
 MA0448'AT BEECHTON, JEFFERSON COUNTY, 23 FEET SOUTHWEST OF THE SOUTHWEST
 MA0448'CORNER OF THE PITTSBURG AND SHAWMUT RAILROAD STATION, ABOUT 70
 MA0448'FEET SOUTHEAST OF HIGHWAY STATION 1+02, 36 FEET EAST OF THE
 MA0448'CENTER OF THE CROSSING OF A CONCRETE HIGHWAY, 33 FEET SOUTHWEST
 MA0448'OF THE CENTER LINE OF THE TRACK, 15 FEET NORTHWEST OF AN 18-INCH
 MA0448'PINE TREE AND A WIRE FENCE, 9 FEET NORTHEAST OF A CROSSING
 MA0448'SIGN, AND ABOUT LEVEL WITH THE TOP OF THE RAIL.  A STANDARD
 MA0448'DISK, STAMPED G 92 1935 AND SET IN THE TOP OF A CONCRETE POST
 MA0448'PROJECTING ABOUT 1 INCH ABOVE GROUND.
 MA0448
 MA0448                          STATION RECOVERY (1965)
 MA0448
 MA0448'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MA0448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0946 ***********************************************************************
 KX0946  DESIGNATION -  G 93
 KX0946  PID         -  KX0946
 KX0946  STATE/COUNTY-  PA/CLARION
 KX0946  USGS QUAD   -  TEMPLETON (1993)
 KX0946
 KX0946                         *CURRENT SURVEY CONTROL
 KX0946  ___________________________________________________________________
 KX0946* NAD 83(1986)-  40 59 46.     (N)    079 29 22.     (W)     SCALED    
 KX0946* NAVD 88     -       276.832  (meters)     908.24   (feet)  ADJUSTED  
 KX0946  ___________________________________________________________________
 KX0946  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KX0946  DYNAMIC HT  -         276.697 (meters)     907.80  (feet)  COMP
 KX0946  MODELED GRAV-     980,131.9   (mgal)                       NAVD 88
 KX0946
 KX0946  VERT ORDER  -  SECOND    CLASS 0
 KX0946
 KX0946.The horizontal coordinates were scaled from a topographic map and have
 KX0946.an estimated accuracy of +/- 6 seconds.
 KX0946
 KX0946.The orthometric height was determined by differential leveling
 KX0946.and adjusted by the National Geodetic Survey in June 1991..
 KX0946
 KX0946.The geoid height was determined by GEOID03.
 KX0946
 KX0946.The dynamic height is computed by dividing the NAVD 88
 KX0946.geopotential number by the normal gravity value computed on the
 KX0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0946.degrees latitude (g = 980.6199 gals.).
 KX0946
 KX0946.The modeled gravity was interpolated from observed gravity values.
 KX0946
 KX0946;                    North         East    Units  Estimated Accuracy
 KX0946;SPC PA N     -    93,580.      453,660.      MT  (+/- 180 meters Scaled)
 KX0946
 KX0946                          SUPERSEDED SURVEY CONTROL
 KX0946
 KX0946  NGVD 29 (??/??/92)  277.000  (m)          908.79   (f) ADJ UNCH    2 0
 KX0946
 KX0946.Superseded values are not recommended for survey control.
 KX0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0946.See file dsdata.txt to determine how the superseded data were derived.
 KX0946
 KX0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF270394(NAD 83)
 KX0946_MARKER: DB = BENCH MARK DISK
 KX0946_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0946_SP_SET: PARAPET WALL
 KX0946_STAMPING: G 93 1935
 KX0946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0946
 KX0946  HISTORY     - Date     Condition        Report By
 KX0946  HISTORY     - 1935     MONUMENTED       CGS
 KX0946
 KX0946                          STATION DESCRIPTION
 KX0946
 KX0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX0946'AT LAWSONHAM.
 KX0946'AT LAWSONHAM, CLARION COUNTY, ABOUT 150 FEET EAST OF THE
 KX0946'PENNSYLVANIA RAILROAD STATION, AT A 35-FOOT MASONRY ARCH BRIDGE
 KX0946'OVER A CREEK, IN THE TOP OF THE EAST END OF THE NORTH PARAPET WALL,
 KX0946'18 FEET NORTH OF THE CENTER LINE OF THE MAIN TRACK, AND ABOUT 3
 KX0946'FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 KX0946'G 93 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1208 ***********************************************************************
 MA1208  DESIGNATION -  G 94
 MA1208  PID         -  MA1208
 MA1208  STATE/COUNTY-  PA/VENANGO
 MA1208  USGS QUAD   -  FRANKLIN (1972)
 MA1208
 MA1208                         *CURRENT SURVEY CONTROL
 MA1208  ___________________________________________________________________
 MA1208* NAD 83(1986)-  41 24 50.     (N)    079 51 19.     (W)     SCALED    
 MA1208* NAVD 88     -       302.519  (meters)     992.51   (feet)  ADJUSTED  
 MA1208  ___________________________________________________________________
 MA1208  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 MA1208  DYNAMIC HT  -         302.387 (meters)     992.08  (feet)  COMP
 MA1208  MODELED GRAV-     980,180.8   (mgal)                       NAVD 88
 MA1208
 MA1208  VERT ORDER  -  SECOND    CLASS 0
 MA1208
 MA1208.The horizontal coordinates were scaled from a topographic map and have
 MA1208.an estimated accuracy of +/- 6 seconds.
 MA1208
 MA1208.The orthometric height was determined by differential leveling
 MA1208.and adjusted by the National Geodetic Survey in June 1991..
 MA1208
 MA1208.The geoid height was determined by GEOID03.
 MA1208
 MA1208.The dynamic height is computed by dividing the NAVD 88
 MA1208.geopotential number by the normal gravity value computed on the
 MA1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1208.degrees latitude (g = 980.6199 gals.).
 MA1208
 MA1208.The modeled gravity was interpolated from observed gravity values.
 MA1208
 MA1208;                    North         East    Units  Estimated Accuracy
 MA1208;SPC PA N     -   140,650.      424,010.      MT  (+/- 180 meters Scaled)
 MA1208
 MA1208                          SUPERSEDED SURVEY CONTROL
 MA1208
 MA1208  NGVD 29 (??/??/92)  302.701  (m)          993.11   (f) ADJ UNCH    2 0
 MA1208
 MA1208.Superseded values are not recommended for survey control.
 MA1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1208.See file dsdata.txt to determine how the superseded data were derived.
 MA1208
 MA1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF956853(NAD 83)
 MA1208_MARKER: DB = BENCH MARK DISK
 MA1208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1208_SP_SET: BRIDGE SEAT
 MA1208_STAMPING: G 94 1935
 MA1208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1208
 MA1208  HISTORY     - Date     Condition        Report By
 MA1208  HISTORY     - 1935     MONUMENTED       CGS
 MA1208  HISTORY     - 1967     MARK NOT FOUND   NGS
 MA1208
 MA1208                          STATION DESCRIPTION
 MA1208
 MA1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1208'2.3 MI NW FROM FRANKLIN.
 MA1208'2.3 MILES NORTHWEST ALONG THE ERIE RAILROAD FROM THE STATION AT
 MA1208'FRANKLIN, VENANGO COUNTY, 70 FEET SOUTHEAST OF THE HALF-MILE POST
 MA1208'BETWEEN MILEPOSTS 22 AND 23, 200 FEET EAST OF THE CENTERLINE OF
 MA1208'U.S. HIGHWAY 322, AT A 15-FOOT STRINGER BRIDGE OVER PATCHED RUN,
 MA1208'IN THE WEST END OF THE NORTH MASONRY BRIDGE SEAT, 9 FEET WEST OF
 MA1208'THE CENTERLINE OF THE TRACK AND ABOUT 4 FEET BELOW THE TOP OF THE
 MA1208'RAIL.  A STANDARD DISK, STAMPED G 94 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0342 ***********************************************************************
 KX0342  DESIGNATION -  G 95
 KX0342  PID         -  KX0342
 KX0342  STATE/COUNTY-  PA/BEDFORD
 KX0342  USGS QUAD   -  EVERETT EAST (1994)
 KX0342
 KX0342                         *CURRENT SURVEY CONTROL
 KX0342  ___________________________________________________________________
 KX0342* NAD 83(1986)-  40 00 19.     (N)    078 18 01.     (W)     SCALED    
 KX0342* NAVD 88     -       301.180  (meters)     988.12   (feet)  ADJUSTED  
 KX0342  ___________________________________________________________________
 KX0342  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KX0342  DYNAMIC HT  -         301.008 (meters)     987.56  (feet)  COMP
 KX0342  MODELED GRAV-     980,046.4   (mgal)                       NAVD 88
 KX0342
 KX0342  VERT ORDER  -  SECOND    CLASS 0
 KX0342
 KX0342.The horizontal coordinates were scaled from a topographic map and have
 KX0342.an estimated accuracy of +/- 6 seconds.
 KX0342
 KX0342.The orthometric height was determined by differential leveling
 KX0342.and adjusted by the National Geodetic Survey in June 1991..
 KX0342
 KX0342.The geoid height was determined by GEOID03.
 KX0342
 KX0342.The dynamic height is computed by dividing the NAVD 88
 KX0342.geopotential number by the normal gravity value computed on the
 KX0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0342.degrees latitude (g = 980.6199 gals.).
 KX0342
 KX0342.The modeled gravity was interpolated from observed gravity values.
 KX0342
 KX0342;                    North         East    Units  Estimated Accuracy
 KX0342;SPC PA S     -    74,760.      553,010.      MT  (+/- 180 meters Scaled)
 KX0342
 KX0342                          SUPERSEDED SURVEY CONTROL
 KX0342
 KX0342  NGVD 29 (??/??/92)  301.349  (m)          988.68   (f) ADJ UNCH    2 0
 KX0342
 KX0342.Superseded values are not recommended for survey control.
 KX0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0342.See file dsdata.txt to determine how the superseded data were derived.
 KX0342
 KX0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE304318(NAD 83)
 KX0342_MARKER: DB = BENCH MARK DISK
 KX0342_SETTING: 80 = SET IN A BOULDER
 KX0342_SP_SET: BOULDER
 KX0342_STAMPING: G 95 1935
 KX0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0342+STABILITY: SURFACE MOTION
 KX0342
 KX0342  HISTORY     - Date     Condition        Report By
 KX0342  HISTORY     - 1935     MONUMENTED       CGS
 KX0342  HISTORY     - 1966     MARK NOT FOUND   NGS
 KX0342
 KX0342                          STATION DESCRIPTION
 KX0342
 KX0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0342'4.6 MI E FROM EVERETT.
 KX0342'4.6 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE UNION HOTEL AT
 KX0342'EVERETT, BEDFORD COUNTY, 36 FEET NORTHEAST OF STATION 6/65, AT A
 KX0342'ROCK OUTCROP, IN THE TOP OF A BOULDER, AND 18 FEET NORTHEAST
 KX0342'OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 KX0342'G 95 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3462 ***********************************************************************
 JV3462  DESIGNATION -  G 96
 JV3462  PID         -  JV3462
 JV3462  STATE/COUNTY-  PA/FRANKLIN
 JV3462  USGS QUAD   -  CHAMBERSBURG (1990)
 JV3462
 JV3462                         *CURRENT SURVEY CONTROL
 JV3462  ___________________________________________________________________
 JV3462* NAD 83(1986)-  39 55 46.     (N)    077 43 33.     (W)     SCALED    
 JV3462* NAVD 88     -       196.581  (meters)     644.95   (feet)  ADJUSTED  
 JV3462  ___________________________________________________________________
 JV3462  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 JV3462  DYNAMIC HT  -         196.469 (meters)     644.58  (feet)  COMP
 JV3462  MODELED GRAV-     980,051.7   (mgal)                       NAVD 88
 JV3462
 JV3462  VERT ORDER  -  SECOND    CLASS 0
 JV3462
 JV3462.The horizontal coordinates were scaled from a topographic map and have
 JV3462.an estimated accuracy of +/- 6 seconds.
 JV3462
 JV3462.The orthometric height was determined by differential leveling
 JV3462.and adjusted by the National Geodetic Survey in June 1991..
 JV3462
 JV3462.The geoid height was determined by GEOID03.
 JV3462
 JV3462.The dynamic height is computed by dividing the NAVD 88
 JV3462.geopotential number by the normal gravity value computed on the
 JV3462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3462.degrees latitude (g = 980.6199 gals.).
 JV3462
 JV3462.The modeled gravity was interpolated from observed gravity values.
 JV3462
 JV3462;                    North         East    Units  Estimated Accuracy
 JV3462;SPC PA S     -    66,190.      602,070.      MT  (+/- 180 meters Scaled)
 JV3462
 JV3462                          SUPERSEDED SURVEY CONTROL
 JV3462
 JV3462  NGVD 29 (??/??/??)  196.766  (m)          645.56   (f) ADJUSTED    2 0
 JV3462
 JV3462.Superseded values are not recommended for survey control.
 JV3462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3462.See file dsdata.txt to determine how the superseded data were derived.
 JV3462
 JV3462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK670234(NAD 83)
 JV3462_MARKER: DB = BENCH MARK DISK
 JV3462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3462_STAMPING: G 96 1935
 JV3462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3462+STABILITY: SURFACE MOTION
 JV3462
 JV3462  HISTORY     - Date     Condition        Report By
 JV3462  HISTORY     - 1935     MONUMENTED       CGS
 JV3462  HISTORY     - 1966     MARK NOT FOUND   CGS
 JV3462
 JV3462                          STATION DESCRIPTION
 JV3462
 JV3462'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JV3462'3.5 MI W FROM CHAMBERSBURG.
 JV3462'3.5 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE CITY HALL AT
 JV3462'CHAMBERSBURG, FRANKLIN COUNTY, ABOUT 90 FEET WEST OF POLE 3+25,
 JV3462'AND 21 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 JV3462'DISK, STAMPED G 96 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0290 ***********************************************************************
 KX0290  DESIGNATION -  G 97
 KX0290  PID         -  KX0290
 KX0290  STATE/COUNTY-  PA/HUNTINGDON
 KX0290  USGS QUAD   -  HUNTINGDON (1994)
 KX0290
 KX0290                         *CURRENT SURVEY CONTROL
 KX0290  ___________________________________________________________________
 KX0290* NAD 83(1986)-  40 26 46.     (N)    078 04 35.     (W)     SCALED    
 KX0290* NAVD 88     -       205.340  (meters)     673.69   (feet)  ADJUSTED  
 KX0290  ___________________________________________________________________
 KX0290  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 KX0290  DYNAMIC HT  -         205.230 (meters)     673.33  (feet)  COMP
 KX0290  MODELED GRAV-     980,083.9   (mgal)                       NAVD 88
 KX0290
 KX0290  VERT ORDER  -  SECOND    CLASS 0
 KX0290
 KX0290.The horizontal coordinates were scaled from a topographic map and have
 KX0290.an estimated accuracy of +/- 6 seconds.
 KX0290
 KX0290.The orthometric height was determined by differential leveling
 KX0290.and adjusted by the National Geodetic Survey in June 1991..
 KX0290
 KX0290.The geoid height was determined by GEOID03.
 KX0290
 KX0290.The dynamic height is computed by dividing the NAVD 88
 KX0290.geopotential number by the normal gravity value computed on the
 KX0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0290.degrees latitude (g = 980.6199 gals.).
 KX0290
 KX0290.The modeled gravity was interpolated from observed gravity values.
 KX0290
 KX0290;                    North         East    Units  Estimated Accuracy
 KX0290;SPC PA S     -   123,610.      572,310.      MT  (+/- 180 meters Scaled)
 KX0290
 KX0290                          SUPERSEDED SURVEY CONTROL
 KX0290
 KX0290  NGVD 29 (??/??/92)  205.538  (m)          674.34   (f) ADJ UNCH    2 0
 KX0290
 KX0290.Superseded values are not recommended for survey control.
 KX0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0290.See file dsdata.txt to determine how the superseded data were derived.
 KX0290
 KX0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE479813(NAD 83)
 KX0290_MARKER: DB = BENCH MARK DISK
 KX0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0290_STAMPING: G 97 1935
 KX0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0290+STABILITY: SURFACE MOTION
 KX0290
 KX0290  HISTORY     - Date     Condition        Report By
 KX0290  HISTORY     - 1935     MONUMENTED       CGS
 KX0290
 KX0290                          STATION DESCRIPTION
 KX0290
 KX0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX0290'AT MC CONNELLSTOWN.
 KX0290'AT MC CONNELLSTOWN, HUNTINGDON COUNTY, 4 FEET NORTH OF THE
 KX0290'HUNTINGDON AND BROAD TOP MOUNTAIN RAILROAD AND COAL CO.
 KX0290'RAILROAD STATION, AND 39 FEET WEST OF THE CENTER LINE OF THE TRACK.
 KX0290'A STANDARD DISK, STAMPED G 97 1935 AND SET IN THE TOP OF A CONCRETE
 KX0290'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0320 ***********************************************************************
 KX0320  DESIGNATION -  G 98
 KX0320  PID         -  KX0320
 KX0320  STATE/COUNTY-  PA/BLAIR
 KX0320  USGS QUAD   -  ROARING SPRING (1987)
 KX0320
 KX0320                         *CURRENT SURVEY CONTROL
 KX0320  ___________________________________________________________________
 KX0320* NAD 83(1986)-  40 17 07.     (N)    078 27 31.     (W)     SCALED    
 KX0320* NAVD 88     -       353.226  (meters)    1158.88   (feet)  ADJUSTED  
 KX0320  ___________________________________________________________________
 KX0320  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KX0320  DYNAMIC HT  -         353.033 (meters)    1158.24  (feet)  COMP
 KX0320  MODELED GRAV-     980,069.3   (mgal)                       NAVD 88
 KX0320
 KX0320  VERT ORDER  -  SECOND    CLASS 0
 KX0320
 KX0320.The horizontal coordinates were scaled from a topographic map and have
 KX0320.an estimated accuracy of +/- 6 seconds.
 KX0320
 KX0320.The orthometric height was determined by differential leveling
 KX0320.and adjusted by the National Geodetic Survey in June 1991..
 KX0320
 KX0320.The geoid height was determined by GEOID03.
 KX0320
 KX0320.The dynamic height is computed by dividing the NAVD 88
 KX0320.geopotential number by the normal gravity value computed on the
 KX0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0320.degrees latitude (g = 980.6199 gals.).
 KX0320
 KX0320.The modeled gravity was interpolated from observed gravity values.
 KX0320
 KX0320;                    North         East    Units  Estimated Accuracy
 KX0320;SPC PA S     -   105,940.      539,740.      MT  (+/- 180 meters Scaled)
 KX0320
 KX0320                          SUPERSEDED SURVEY CONTROL
 KX0320
 KX0320  NGVD 29 (??/??/92)  353.372  (m)         1159.35   (f) ADJ UNCH    2 0
 KX0320
 KX0320.Superseded values are not recommended for survey control.
 KX0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0320.See file dsdata.txt to determine how the superseded data were derived.
 KX0320
 KX0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE160625(NAD 83)
 KX0320_MARKER: DB = BENCH MARK DISK
 KX0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0320_STAMPING: G 98 1935
 KX0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0320+STABILITY: SURFACE MOTION
 KX0320
 KX0320  HISTORY     - Date     Condition        Report By
 KX0320  HISTORY     - 1935     MONUMENTED       CGS
 KX0320
 KX0320                          STATION DESCRIPTION
 KX0320
 KX0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX0320'0.6 MI S FROM CLAYSBURG.
 KX0320'0.6 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX0320'AT CLAYSBURG, BLAIR COUNTY, ABOUT 450 FEET NORTH OF MILEPOST 21,
 KX0320'AT A NORTHWEST AND SOUTHEAST ROAD CROSSING, 30 FEET EAST OF THE
 KX0320'CENTER LINE OF THE TRACK, 9 FEET SOUTH OF THE CENTER LINE OF
 KX0320'THE ROAD, AND 45 FEET WEST OF AN OLD BARN.  A STANDARD DISK,
 KX0320'STAMPED G 98 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3269 ***********************************************************************
 JV3269  DESIGNATION -  G 99
 JV3269  PID         -  JV3269
 JV3269  STATE/COUNTY-  PA/FULTON
 JV3269  USGS QUAD   -  MC CONNELLSBURG (1990)
 JV3269
 JV3269                         *CURRENT SURVEY CONTROL
 JV3269  ___________________________________________________________________
 JV3269* NAD 83(1986)-  39 57 47.     (N)    077 58 38.     (W)     SCALED    
 JV3269* NAVD 88     -       313.942  (meters)    1029.99   (feet)  ADJUSTED  
 JV3269  ___________________________________________________________________
 JV3269  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 JV3269  DYNAMIC HT  -         313.760 (meters)    1029.39  (feet)  COMP
 JV3269  MODELED GRAV-     980,037.1   (mgal)                       NAVD 88
 JV3269
 JV3269  VERT ORDER  -  SECOND    CLASS 0
 JV3269
 JV3269.The horizontal coordinates were scaled from a topographic map and have
 JV3269.an estimated accuracy of +/- 6 seconds.
 JV3269
 JV3269.The orthometric height was determined by differential leveling
 JV3269.and adjusted by the National Geodetic Survey in June 1991..
 JV3269
 JV3269.The geoid height was determined by GEOID03.
 JV3269
 JV3269.The dynamic height is computed by dividing the NAVD 88
 JV3269.geopotential number by the normal gravity value computed on the
 JV3269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3269.degrees latitude (g = 980.6199 gals.).
 JV3269
 JV3269.The modeled gravity was interpolated from observed gravity values.
 JV3269
 JV3269;                    North         East    Units  Estimated Accuracy
 JV3269;SPC PA S     -    69,950.      580,590.      MT  (+/- 180 meters Scaled)
 JV3269
 JV3269                          SUPERSEDED SURVEY CONTROL
 JV3269
 JV3269  NGVD 29 (??/??/??)  314.122  (m)         1030.58   (f) ADJUSTED    2 0
 JV3269
 JV3269.Superseded values are not recommended for survey control.
 JV3269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3269.See file dsdata.txt to determine how the superseded data were derived.
 JV3269
 JV3269_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK457279(NAD 83)
 JV3269_MARKER: DB = BENCH MARK DISK
 JV3269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3269_STAMPING: G 99 1935
 JV3269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3269+STABILITY: SURFACE MOTION
 JV3269
 JV3269  HISTORY     - Date     Condition        Report By
 JV3269  HISTORY     - 1935     MONUMENTED       CGS
 JV3269  HISTORY     - 19900816 MARK NOT FOUND   USGS
 JV3269
 JV3269                          STATION DESCRIPTION
 JV3269
 JV3269'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV3269'2.4 MI N FROM MC CONNELLSBURG.
 JV3269'2.4 MILES NORTH ALONG U.S. HIGHWAY 522 FROM THE FULTON COUNTY
 JV3269'NATIONAL BANK AT MC CONNELLSBURG, FULTON COUNTY, 150 FEET SOUTH
 JV3269'OF POLE 1+30, AND 18 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.
 JV3269'A STANDARD DISK, STAMPED G 99 1935 AND SET IN THE TOP OF A
 JV3269'CONCRETE POST.
 JV3269
 JV3269                          STATION RECOVERY (1990)
 JV3269
 JV3269'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (GDS)
 JV3269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2407 ***********************************************************************
 MA2407  DESIGNATION -  GA STA RESET
 MA2407  PID         -  MA2407
 MA2407  STATE/COUNTY-  PA/VENANGO
 MA2407  USGS QUAD   -  FRANKLIN (1972)
 MA2407
 MA2407                         *CURRENT SURVEY CONTROL
 MA2407  ___________________________________________________________________
 MA2407* NAD 83(1986)-  41 23 21.     (N)    079 49 19.     (W)     SCALED    
 MA2407* NAVD 88     -       299.89   (+/-2cm)     983.9    (feet)  VERTCON   
 MA2407  ___________________________________________________________________
 MA2407  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 MA2407
 MA2407  VERT ORDER  -  THIRD (See Below)
 MA2407
 MA2407.The horizontal coordinates were scaled from a topographic map and have
 MA2407.an estimated accuracy of +/- 6 seconds.
 MA2407
 MA2407.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2407.The vertical order pertains to the NGVD 29 superseded value.
 MA2407
 MA2407.The geoid height was determined by GEOID03.
 MA2407
 MA2407;                    North         East    Units  Estimated Accuracy
 MA2407;SPC PA N     -   137,840.      426,730.      MT  (+/- 180 meters Scaled)
 MA2407
 MA2407                          SUPERSEDED SURVEY CONTROL
 MA2407
 MA2407  NGVD 29 (02/24/03)  300.07   (m)          984.5    (f) RESET       3  
 MA2407
 MA2407.Superseded values are not recommended for survey control.
 MA2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2407.See file dsdata.txt to determine how the superseded data were derived.
 MA2407
 MA2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF984826(NAD 83)
 MA2407_MARKER: DV = VERTICAL CONTROL DISK
 MA2407_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 MA2407_SP_SET: PARAPET WALL
 MA2407_STAMPING: GA STA RESET 1986
 MA2407_MARK LOGO: NGS   
 MA2407_MAGNETIC: N = NO MAGNETIC MATERIAL
 MA2407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA2407+STABILITY: SURFACE MOTION
 MA2407
 MA2407  HISTORY     - Date     Condition        Report By
 MA2407  HISTORY     - 1986     MONUMENTED       PADT
 MA2407
 MA2407                          STATION DESCRIPTION
 MA2407
 MA2407'DESCRIBED BY PA DEPT OF TRANSP 1986
 MA2407'ON THE WEST SIDE OF THE ALLEGHENY RIVER, 50.5 FEET SOUTHWEST OF THE
 MA2407'NEW GAGING STATION BUILDING AT FRANKLIN-VENANGO COUNTIES, ON THE NEW
 MA2407'8TH STREET BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3601 ***********************************************************************
 KV3601  DESIGNATION -  GAFFNEY HILL
 KV3601  PID         -  KV3601
 KV3601  STATE/COUNTY-  PA/NORTHAMPTON
 KV3601  USGS QUAD   -  NAZARETH (1992)
 KV3601
 KV3601                         *CURRENT SURVEY CONTROL
 KV3601  ___________________________________________________________________
 KV3601* NAD 83(1992)-  40 37 33.32058(N)    075 15 17.81152(W)     ADJUSTED  
 KV3601* NAVD 88     -       309.4    (meters)    1015.     (feet)  VERTCON   
 KV3601  ___________________________________________________________________
 KV3601  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 KV3601  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KV3601
 KV3601  HORZ ORDER  -  THIRD
 KV3601
 KV3601.The horizontal coordinates were established by classical geodetic methods
 KV3601.and adjusted by the National Geodetic Survey in June 2002..
 KV3601
 KV3601.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV3601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV3601
 KV3601.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3601
 KV3601.The geoid height was determined by GEOID03.
 KV3601
 KV3601;                    North         East     Units Scale Factor Converg.
 KV3601;SPC PA S     -   146,505.520   811,068.389   MT  0.99996416   +1 37 07.6
 KV3601;SPC PA S     -   480,660.19  2,660,980.21   sFT  0.99996416   +1 37 07.6
 KV3601;UTM  18      - 4,497,263.485   478,437.737   MT  0.99960572   -0 09 57.6
 KV3601
 KV3601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3601!SPC PA S     -   0.99995684  x   0.99996416  =   0.99992100
 KV3601!UTM  18      -   0.99995684  x   0.99960572  =   0.99956257
 KV3601
 KV3601|---------------------------------------------------------------------|
 KV3601| PID    Reference Object                     Distance      Geod. Az  |
 KV3601|                                                           dddmmss.s |
 KV3601| CB3382 GAFFNEY HILL RM 1                    17.708 METERS 01216     |
 KV3601| CB3383 GAFFNEY HILL RM 2                    20.950 METERS 10259     |
 KV3601| KV1755 HELLER                              APPROX. 7.1 KM 2445949.8 |
 KV3601| KV3602 RADIO STATION WGPA FM MAST          APPROX. 3.2 KM 2583811.1 |
 KV3601|---------------------------------------------------------------------|
 KV3601
 KV3601                          SUPERSEDED SURVEY CONTROL
 KV3601
 KV3601  NAD 83(1996)-  40 37 33.32035(N)    075 15 17.81179(W) AD(       ) 3
 KV3601  NAD 83(1986)-  40 37 33.31869(N)    075 15 17.81521(W) AD(       ) 3
 KV3601  NAD 27      -  40 37 32.95700(N)    075 15 19.18260(W) AD(       ) 3
 KV3601  NGVD 29 (07/19/86)  309.6    (m)         1016.     (f) VERT ANG       
 KV3601
 KV3601.Superseded values are not recommended for survey control.
 KV3601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3601.See file dsdata.txt to determine how the superseded data were derived.
 KV3601
 KV3601_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7843897263(NAD 83)
 KV3601_MARKER: DS = TRIANGULATION STATION DISK
 KV3601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3601
 KV3601  HISTORY     - Date     Condition        Report By
 KV3601  HISTORY     - 1960     MONUMENTED       CGS
 KV3601  HISTORY     - 1975     GOOD             PADT
 KV3601  HISTORY     - 20021117 MARK NOT FOUND   USPSQD
 KV3601
 KV3601                          STATION DESCRIPTION
 KV3601
 KV3601'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV3601'THE STATION IS LOCATED AT THE FORMER SITE OF TELEVISION STATION WGLV,
 KV3601'ON A HIGH HILL LOCALLY KNOWN AS GAFFNEY HILL, ABOUT 6.0 MILES
 KV3601'EAST OF BETHLEHEM, 5.0 MILES SOUTH-SOUTHWEST OF EASTON AND ON
 KV3601'PROPERTY OWNED BY THE EASTON PUBLISHING COMPANY.
 KV3601'
 KV3601'TO REACH THE STATION FROM THE TRAFFIC CENTER ON 3RD STREET IN THE
 KV3601'CENTER OF EASTON, GO SOUTH ON 3RD STREET FOR 0.3 MILE TO AN
 KV3601'UNDERPASS, CONTINUE THROUGH UNDERPASS AND TURN RIGHT ON CANAL STREET
 KV3601'FOR 0.8 MILE TO CENTER STREET.  TURN LEFT ON CENTER STREET
 KV3601'FOR 1 BLOCK TO MAUCH CHUNK STREET.  TURN RIGHT ON MAUCH CHUNK STREET
 KV3601'FOR 0.5 MILE TO A SIDE STREET LEFT.  CONTINUE STRAIGHT AHEAD
 KV3601'PARALLEL THE RAILROAD AND RIVER FOR 0.4 MILE TO A SIDE ROAD RIGHT
 KV3601'(ACROSS A STEEL BRIDGE).  CONTINUE STRAIGHT AHEAD BEARING
 KV3601'RIGHT FOR 0.45 MILE TO A SIDE ROAD LEFT.  KEEP RIGHT ACROSS
 KV3601'THE RAILROAD TRACK FOR 0.05 MILE TO A FORK.  KEEP LEFT FORK FOR 1.4
 KV3601'MILES TO A FORK.  KEEP LEFT ON MAIN TRACK ROAD FOR 0.45 MILE TO A
 KV3601'MACADAM SIDE ROAD LEFT.  CONTINUE STRAIGHT AHEAD SOUTH.  FOR 0.35
 KV3601'MILE TO A SIDE ROAD RIGHT.  KEEP STRAIGHT AHEAD ON A GRAVELED ROAD
 KV3601'FOR 0.1 MILE TO A CROSSROAD.  CONTINUE SOUTH ON THE GRAVELED ROAD FOR
 KV3601'0.7 MILE TO A NARROW MACADAM SIDE ROAD RIGHT.  TURN RIGHT AND GO
 KV3601'UP HILL ON THE MACADAM ROAD FOR 0.3 MILE TO THE FORMER SITE OF
 KV3601'THE TELEVISION STATION WGLV, AND THE STATION ON THE LEFT AS
 KV3601'DESCRIBED.
 KV3601'
 KV3601'STATION MARK, A STANDARD DISK STAMPED GAFFNEY HILL 1960, CEMENTED IN
 KV3601'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KV3601'GROUND SURFACE.  IT IS 63.0 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 KV3601'CINDER BLOCK BUILDING, 23.0 FEET SOUTHWEST OF A 12-INCH OAK TREE
 KV3601'AND 13.3 FEET NORTH-NORTHEAST OF A STANDARD METAL WITNESS POST AND
 KV3601'MARKER.
 KV3601'
 KV3601'REFERENCE MARK 1, A STANDARD DISK STAMPED GAFFNEY HILL NO 1 1960,
 KV3601'CEMENTED IN A DRILL HOLE IN THE WEST AND OF THE CONCRETE PATIO
 KV3601'AT THE SOUTH ENTRANCE TO CINDER BLOCK BUILDING.  IT IS 71.4 FEET
 KV3601'NORTH-NORTHEAST OF THE WITNESS POST, 38.0 FEET NORTH-NORTHEAST OF
 KV3601'THE 12-INCH OAK TREE, 19.7 FEET EAST OF THE SOUTHWEST CORNER OF THE
 KV3601'CINDER BLOCK BUILDING AND ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE
 KV3601'STATION MARK.
 KV3601'
 KV3601'REFERENCE MARK 2, A STANDARD DISK STAMPED GAFFNEY HILL NO 2 1960,
 KV3601'COMENTED IN A DRILL HOLE IN TOP OF 4 BY 5 FOOT BOULDER WHICH
 KV3601'PROJECTS ABOUT 3 FEET ABOVE THE GROUND SURFACE.  IT IS 108.0 FEET
 KV3601'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE CINDER BLOCK
 KV3601'BUILDING, 72.0 FEET EAST-SOUTHEAST OF THE WITNESS POST, 63.0 FEET
 KV3601'SOUTH-SOUTHEAST OF THE 12-INCH OAK TREE AND ABOUT 2 FEET HIGHER
 KV3601'IN ELEVATION THAN THE STATION MARK.
 KV3601'
 KV3601'HEIGHT OF LIGHT ABOVE STATION MARK 26.19 METERS
 KV3601
 KV3601                          STATION RECOVERY (1975)
 KV3601
 KV3601'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 KV3601'GAFFNER HILL 1960 GOOD F.A.D.
 KV3601'GAFFNEY HILL NO 1
 KV3601'1960 GOOD F.A.D.
 KV3601'GAFFNEY HILL NO 2 1960 GOOD
 KV3601'F.A.D.
 KV3601'
 KV3601'IF GATE IS CLOSED AND LOCKED CALL LARRY ZUCKERMAN 215-258-6138
 KV3601
 KV3601                          STATION RECOVERY (2002)
 KV3601
 KV3601'RECOVERY NOTE BY US POWER SQUADRON 2002 (DRL)
 KV3601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1212 ***********************************************************************
 MA1212  DESIGNATION -  GAGING STATION
 MA1212  PID         -  MA1212
 MA1212  STATE/COUNTY-  PA/VENANGO
 MA1212  USGS QUAD   -  FRANKLIN (1972)
 MA1212
 MA1212                         *CURRENT SURVEY CONTROL
 MA1212  ___________________________________________________________________
 MA1212* NAD 83(1986)-  41 23 22.     (N)    079 49 13.     (W)     SCALED    
 MA1212* NAVD 88     -       300.517  (meters)     985.95   (feet)  ADJUSTED  
 MA1212  ___________________________________________________________________
 MA1212  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 MA1212  DYNAMIC HT  -         300.387 (meters)     985.52  (feet)  COMP
 MA1212  MODELED GRAV-     980,181.1   (mgal)                       NAVD 88
 MA1212
 MA1212  VERT ORDER  -  FIRST     CLASS II
 MA1212
 MA1212.The horizontal coordinates were scaled from a topographic map and have
 MA1212.an estimated accuracy of +/- 6 seconds.
 MA1212
 MA1212.The orthometric height was determined by differential leveling
 MA1212.and adjusted by the National Geodetic Survey in June 1991..
 MA1212
 MA1212.The geoid height was determined by GEOID03.
 MA1212
 MA1212.The dynamic height is computed by dividing the NAVD 88
 MA1212.geopotential number by the normal gravity value computed on the
 MA1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1212.degrees latitude (g = 980.6199 gals.).
 MA1212
 MA1212.The modeled gravity was interpolated from observed gravity values.
 MA1212
 MA1212;                    North         East    Units  Estimated Accuracy
 MA1212;SPC PA N     -   137,860.      426,870.      MT  (+/- 180 meters Scaled)
 MA1212
 MA1212                          SUPERSEDED SURVEY CONTROL
 MA1212
 MA1212  NGVD 29 (06/03/92)  300.673  (m)          986.46   (f) ADJUSTED    1 2
 MA1212
 MA1212.Superseded values are not recommended for survey control.
 MA1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1212.See file dsdata.txt to determine how the superseded data were derived.
 MA1212
 MA1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF986826(NAD 83)
 MA1212_MARKER: DD = SURVEY DISK
 MA1212_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1212_SP_SET: BRIDGE
 MA1212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1212
 MA1212  HISTORY     - Date     Condition        Report By
 MA1212  HISTORY     - UNK      MONUMENTED       USGS
 MA1212  HISTORY     - 1967     GOOD             NGS
 MA1212  HISTORY     - 1982     GOOD             NGS
 MA1212
 MA1212                          STATION DESCRIPTION
 MA1212
 MA1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1212'AT FRANKLIN.
 MA1212'AT FRANKLIN, VENANGO COUNTY, 103 YARDS NORTH OF THE INTERSECTION
 MA1212'OF EIGHTH AND ELK STREETS, AT A 4-SPAN TRUSS BRIDGE OVER
 MA1212'ALLEGHENY RIVER, IN THE SECOND STEP OF THE SOUTHEAST MASONRY
 MA1212'WING WALL, 30 FEET NORTHWEST OF A GAGING STATION, 20 FEET EAST OF
 MA1212'THE CENTERLINE OF EIGHTH STREET, AND LEVEL WITH THE ROAD.  A
 MA1212'UNITED STATES GEOLOGICAL SURVEY STANDARD GAGING-STATION DISK.
 MA1212
 MA1212                          STATION RECOVERY (1982)
 MA1212
 MA1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MA1212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0560 ***********************************************************************
 LY0560  DESIGNATION -  GAGING STATION RM USGS
 LY0560  PID         -  LY0560
 LY0560  STATE/COUNTY-  PA/PIKE
 LY0560  USGS QUAD   -  PORT JERVIS SOUTH (1983)
 LY0560
 LY0560                         *CURRENT SURVEY CONTROL
 LY0560  ___________________________________________________________________
 LY0560* NAD 83(1986)-  41 22 14.     (N)    074 41 51.     (W)     SCALED    
 LY0560* NAVD 88     -       133.787  (meters)     438.93   (feet)  ADJUSTED  
 LY0560  ___________________________________________________________________
 LY0560  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 LY0560  DYNAMIC HT  -         133.732 (meters)     438.75  (feet)  COMP
 LY0560  MODELED GRAV-     980,214.0   (mgal)                       NAVD 88
 LY0560
 LY0560  VERT ORDER  -  FIRST     CLASS II
 LY0560
 LY0560.The horizontal coordinates were scaled from a topographic map and have
 LY0560.an estimated accuracy of +/- 6 seconds.
 LY0560
 LY0560.The orthometric height was determined by differential leveling
 LY0560.and adjusted by the National Geodetic Survey in June 1991..
 LY0560
 LY0560.The geoid height was determined by GEOID03.
 LY0560
 LY0560.The dynamic height is computed by dividing the NAVD 88
 LY0560.geopotential number by the normal gravity value computed on the
 LY0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0560.degrees latitude (g = 980.6199 gals.).
 LY0560
 LY0560.The modeled gravity was interpolated from observed gravity values.
 LY0560
 LY0560;                    North         East    Units  Estimated Accuracy
 LY0560;SPC PA N     -   138,200.      855,320.      MT  (+/- 180 meters Scaled)
 LY0560
 LY0560                          SUPERSEDED SURVEY CONTROL
 LY0560
 LY0560.No superseded survey control is available for this station.
 LY0560
 LY0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL252799(NAD 83)
 LY0560_MARKER: P = PIPE CAP
 LY0560_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LY0560_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LY0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0560
 LY0560  HISTORY     - Date     Condition        Report By
 LY0560  HISTORY     - UNK      MONUMENTED       USGS
 LY0560  HISTORY     - 1956     GOOD             NGS
 LY0560  HISTORY     - 1978     GOOD             NGS
 LY0560  HISTORY     - 1985     MARK NOT FOUND   LOCSUR
 LY0560  HISTORY     - 20060603 MARK NOT FOUND   GEOCAC
 LY0560
 LY0560                          STATION DESCRIPTION
 LY0560
 LY0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LY0560'AT MATAMORAS.
 LY0560'AT MATAMORAS, ALONG THE SOUTHWEST BANK OF THE DELAWARE RIVER,
 LY0560'ABOUT 250 FEET DOWNSTREAM FROM THE MATAMORAS END OF THE PORT
 LY0560'JERVIS-MATAMORAS BRIDGE OVER THE DELAWARE RIVER, AT THE
 LY0560'EXTREME NORTHEAST END OF AVENUE L, 1 BLOCK NORTHEAST ALONG
 LY0560'AVENUE L FROM THE INTERSECTION OF FIRST STREET, 93 FEET EAST
 LY0560'OF THE SOUTHEAST CORNER OF A FRAME HOUSE AT 3 AVENUE L, 23 FEET
 LY0560'SOUTH OF A FENCE, 22.2 FEET WEST OF THE NORTHWEST CORNER OF A
 LY0560'U.S. GEOLOGICAL GAGING STATION HOUSE, 22 1/2 FEET NORTHWEST
 LY0560'OF POWER LINE POLE NO. 2141 (LAST POLE ON PENNSYLVANIA SIDE OF
 LY0560'RIVER), SET IN THE TOP OF A 3-INCH IRON PIPE AND ENCASED IN
 LY0560'CONCRETE AND PROJECTING 2 INCHES.
 LY0560
 LY0560                          STATION RECOVERY (1978)
 LY0560
 LY0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LY0560'RECOVERED IN GOOD CONDITION.
 LY0560
 LY0560                          STATION RECOVERY (1985)
 LY0560
 LY0560'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 LY0560'MARK NOT FOUND.
 LY0560
 LY0560                          STATION RECOVERY (2006)
 LY0560
 LY0560'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0560'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1968 ***********************************************************************
 KX1968  DESIGNATION -  GALBRITH
 KX1968  PID         -  KX1968
 KX1968  STATE/COUNTY-  PA/ARMSTRONG
 KX1968  USGS QUAD   -  DISTANT (1993)
 KX1968
 KX1968                         *CURRENT SURVEY CONTROL
 KX1968  ___________________________________________________________________
 KX1968* NAD 83(1992)-  40 54 56.81933(N)    079 21 24.67476(W)     ADJUSTED  
 KX1968* NAVD 88     -       472.     (meters)    1549.     (feet)  SCALED    
 KX1968  ___________________________________________________________________
 KX1968  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 KX1968  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 KX1968
 KX1968  HORZ ORDER  -  FIRST
 KX1968
 KX1968.The horizontal coordinates were established by classical geodetic methods
 KX1968.and adjusted by the National Geodetic Survey in June 2002..
 KX1968
 KX1968.The orthometric height was scaled from a topographic map.
 KX1968
 KX1968.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1968
 KX1968.The geoid height was determined by GEOID03.
 KX1968
 KX1968;                    North         East     Units Scale Factor Converg.
 KX1968;SPC PA S     -   176,943.254   464,643.598   MT  0.99999240   -1 02 33.1
 KX1968;SPC PA S     -   580,521.33  1,524,418.20   sFT  0.99999240   -1 02 33.1
 KX1968;SPC PA N     -    84,447.976   464,643.553   MT  0.99999492   -1 03 46.8
 KX1968;SPC PA N     -   277,059.73  1,524,418.06   sFT  0.99999492   -1 03 46.8
 KX1968;UTM  17      - 4,530,707.939   638,369.566   MT  0.99983565   +1 04 34.8
 KX1968
 KX1968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX1968!SPC PA S     -   0.99993119  x   0.99999240  =   0.99992359
 KX1968!SPC PA N     -   0.99993119  x   0.99999492  =   0.99992611
 KX1968!UTM  17      -   0.99993119  x   0.99983565  =   0.99976685
 KX1968
 KX1968|---------------------------------------------------------------------|
 KX1968| PID    Reference Object                     Distance      Geod. Az  |
 KX1968|                                                           dddmmss.s |
 KX1968| CX4549 GALBRITH RM 1                        47.591 METERS 00019     |
 KX1968| CX4550 GALBRITH RM 2                        81.095 METERS 06510     |
 KX1968| KX1971 CONCORD PRESBYTERIAN CH SPIRE       APPROX. 3.9 KM 1350021.3 |
 KX1968| CX4548 GALBRITH AZ MK                                     2864531.6 |
 KX1968|---------------------------------------------------------------------|
 KX1968
 KX1968                          SUPERSEDED SURVEY CONTROL
 KX1968
 KX1968  NAD 83(1986)-  40 54 56.82167(N)    079 21 24.67969(W) AD(       ) 1
 KX1968  NAD 27      -  40 54 56.58590(N)    079 21 25.53810(W) AD(       ) 1
 KX1968
 KX1968.Superseded values are not recommended for survey control.
 KX1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1968.See file dsdata.txt to determine how the superseded data were derived.
 KX1968
 KX1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF3837030708(NAD 83)
 KX1968_MARKER: DS = TRIANGULATION STATION DISK
 KX1968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1968_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KX1968
 KX1968  HISTORY     - Date     Condition        Report By
 KX1968  HISTORY     - 1958     MONUMENTED       CGS
 KX1968
 KX1968                          STATION DESCRIPTION
 KX1968
 KX1968'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX1968'THE STATION IS LOCATED ON A BARE HILL APPROXIMATELY 12 MILES
 KX1968'NORTHEAST OF KITTANNING, 7 MILES SOUTH OF NEW
 KX1968'BETHLEHEM, 2.5 MILES NORTHEAST OF GOHEENVILLE, 2.0 MILES NORTHWEST OF
 KX1968'BELKNAP AND ON PROPERTY OWNED BY MR.  GALBRITH WHO LIVES
 KX1968'IN THE FIRST HOUSE PAST THE STATION ON THE SOUTH SIDE OF THE HIGHWAY.
 KX1968'
 KX1968'TO REACH THE STATION FROM JUNCTIONS OF STATE HIGHWAYS 66, 28 AND 85
 KX1968'ABOUT 2.0 MILES EAST OF KITTANNING, GO NORTHEASTERLY ON
 KX1968'STATE HIGHWAYS 66 AND 28 FOR 4.9 MILES TO A PAVED SIDE ROAD ON THE
 KX1968'LEFT AND SIGN TEMPLETON 6, CONTINUE NORTHEASTERLY ON STATE
 KX1968'HIGHWAYS 66 AND 28 FOR 5.25 MILES TO SIDE ROAD RIGHT AT TOP OF HILL
 KX1968'AND SIGN DAYTON 8 ON THE LEFT AND THE AZIMUTH MARK ON THE
 KX1968'LEFT NEAR POWER POLE. TURN RIGHT AND GO EASTERLY ON PAVED ROAD
 KX1968'FOR 0.65 MILE TO A FARM HOUSE ON THE LEFT, JUST PAST WHERE GAS LINE
 KX1968'CROSSES HIGHWAY, TURN SHARP LEFT, PASS THROUGH ELECTRIC FENCE,
 KX1968'GO NORTHEASTERLY THROUGH ORCHARD FOR 0.2 MILE TO THE TOP OF HILL AND
 KX1968'THE STATION ON THE HIGHEST PART OF HILL.
 KX1968'
 KX1968'STATION MARKS ARE STANDARD DISKS STAMPED GALBRITH 1958. THE SURFACE
 KX1968'DISK IS SET IN A ROUND CONCRETE POST 14 INCHES BELOW THE
 KX1968'SURFACE OF THE GROUND. IT IS 198 FEET EAST OF A LONE 3 FOOT OAK TREE
 KX1968'WHICH IS ON THE WEST SLOPE OF THE HILL.  THE UNDERGROUND DISK IS SET
 KX1968'IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE
 KX1968'GROUND.
 KX1968'
 KX1968'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GALBRITH NO 1 1958, IS
 KX1968'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH. IT IS 6
 KX1968'INCHES SOUTH OF THE FENCE LINE, ON THE NORTH SLOPE OF HILL AND
 KX1968'APPROXIMATELY 15 FEET LOWER IN ELEVATION THAN THE STATION.
 KX1968'
 KX1968'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GALBRITH NO 2 1958, IS
 KX1968'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES. IT IS
 KX1968'83 FEET SOUTH-SOUTHWEST OF A 2 FOOT LOCUST TREE AND IN THE FENCE LINE
 KX1968'ON THE NORTHEAST SLOPE OF HILL.
 KX1968'
 KX1968'AZIMUTH MARK, A STANDARD DISK STAMPED GALBRITH 1958, IS SET IN A
 KX1968'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES. IT IS 20 FEET
 KX1968'WEST-NORTHWEST OF THE CENTER OF STATE HIGHWAY 28, 19 FEET
 KX1968'SOUTH-SOUTHWEST OF HIGHWAY SIGN DAYTON 8 AND 2 FEET NORTHWEST
 KX1968'OF A TELEPHONE POLE. A STANDARD WITNESS POST WAS SET 2.5 FEET
 KX1968'SOUTHEAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1354 ***********************************************************************
 LZ1354  DESIGNATION -  GALETON
 LZ1354  PID         -  LZ1354
 LZ1354  STATE/COUNTY-  PA/POTTER
 LZ1354  USGS QUAD   -  GALETON (1994)
 LZ1354
 LZ1354                         *CURRENT SURVEY CONTROL
 LZ1354  ___________________________________________________________________
 LZ1354* NAD 83(1986)-  41 44 09.     (N)    077 38 35.     (W)     SCALED    
 LZ1354* NAVD 88     -       409.622  (meters)    1343.90   (feet)  ADJUSTED  
 LZ1354  ___________________________________________________________________
 LZ1354  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 LZ1354  DYNAMIC HT  -         409.453 (meters)    1343.35  (feet)  COMP
 LZ1354  MODELED GRAV-     980,198.8   (mgal)                       NAVD 88
 LZ1354
 LZ1354  VERT ORDER  -  SECOND    CLASS 0
 LZ1354
 LZ1354.The horizontal coordinates were scaled from a topographic map and have
 LZ1354.an estimated accuracy of +/- 6 seconds.
 LZ1354
 LZ1354.The orthometric height was determined by differential leveling
 LZ1354.and adjusted by the National Geodetic Survey in June 1991..
 LZ1354
 LZ1354.The geoid height was determined by GEOID03.
 LZ1354
 LZ1354.The dynamic height is computed by dividing the NAVD 88
 LZ1354.geopotential number by the normal gravity value computed on the
 LZ1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1354.degrees latitude (g = 980.6199 gals.).
 LZ1354
 LZ1354.The modeled gravity was interpolated from observed gravity values.
 LZ1354
 LZ1354;                    North         East    Units  Estimated Accuracy
 LZ1354;SPC PA N     -   174,270.      608,900.      MT  (+/- 180 meters Scaled)
 LZ1354
 LZ1354                          SUPERSEDED SURVEY CONTROL
 LZ1354
 LZ1354  NGVD 29 (??/??/92)  409.765  (m)         1344.37   (f) ADJ UNCH    2 0
 LZ1354
 LZ1354.Superseded values are not recommended for survey control.
 LZ1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1354.See file dsdata.txt to determine how the superseded data were derived.
 LZ1354
 LZ1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM801238(NAD 83)
 LZ1354_MARKER: DB = BENCH MARK DISK
 LZ1354_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1354_SP_SET: BUILDING
 LZ1354_STAMPING: GALETON 1934
 LZ1354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1354
 LZ1354  HISTORY     - Date     Condition        Report By
 LZ1354  HISTORY     - 1934     MONUMENTED       CGS
 LZ1354  HISTORY     - 1968     GOOD             NGS
 LZ1354
 LZ1354                          STATION DESCRIPTION
 LZ1354
 LZ1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ1354'AT GALETON.
 LZ1354'AT GALETON, POTTER COUNTY, 45 FEET WEST OF THE INTERSECTION OF
 LZ1354'BRIDGE STREET AND MAIN STREET (U.S. HIGHWAY 6) , IN THE NORTH
 LZ1354'FACE OF THE GALETON BOROUGH BUILDING, AND 6 FEET ABOVE THE
 LZ1354'SIDEWALK.  A STANDARD DISK, STAMPED GALETON 1934 AND SET
 LZ1354'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1818 ***********************************************************************
 LZ1818  DESIGNATION -  GALETON
 LZ1818  PID         -  LZ1818
 LZ1818  STATE/COUNTY-  PA/POTTER
 LZ1818  USGS QUAD   -  GALETON (1994)
 LZ1818
 LZ1818                         *CURRENT SURVEY CONTROL
 LZ1818  ___________________________________________________________________
 LZ1818* NAD 83(1992)-  41 43 26.87586(N)    077 38 47.03958(W)     ADJUSTED  
 LZ1818* NAVD 88     -       660.8    (meters)    2168.     (feet)  VERTCON   
 LZ1818  ___________________________________________________________________
 LZ1818  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 LZ1818  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 LZ1818
 LZ1818  HORZ ORDER  -  THIRD
 LZ1818
 LZ1818.The horizontal coordinates were established by classical geodetic methods
 LZ1818.and adjusted by the National Geodetic Survey in June 2002..
 LZ1818
 LZ1818.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1818
 LZ1818.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1818
 LZ1818.The geoid height was determined by GEOID03.
 LZ1818
 LZ1818;                    North         East     Units Scale Factor Converg.
 LZ1818;SPC PA N     -   172,969.794   608,620.071   MT  0.99997114   +0 04 06.7
 LZ1818;SPC PA N     -   567,485.07  1,996,781.02   sFT  0.99997114   +0 04 06.7
 LZ1818;UTM  18      - 4,622,532.275   279,878.313   MT  1.00019629   -1 45 43.2
 LZ1818
 LZ1818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1818!SPC PA N     -   0.99990137  x   0.99997114  =   0.99987251
 LZ1818!UTM  18      -   0.99990137  x   1.00019629  =   1.00009764
 LZ1818
 LZ1818|---------------------------------------------------------------------|
 LZ1818| PID    Reference Object                     Distance      Geod. Az  |
 LZ1818|                                                           dddmmss.s |
 LZ1818| CJ9839 GALETON RM 1                         21.631 METERS 16258     |
 LZ1818| CJ9840 GALETON RM 2                         15.826 METERS 28810     |
 LZ1818| LZ1442 GALETON AZ MK                                      3271222.0 |
 LZ1818|---------------------------------------------------------------------|
 LZ1818
 LZ1818                          SUPERSEDED SURVEY CONTROL
 LZ1818
 LZ1818  NAD 83(1996)-  41 43 26.87776(N)    077 38 47.04641(W) AD(       ) 3
 LZ1818  NAD 83(1986)-  41 43 26.87704(N)    077 38 47.04405(W) AD(       ) 3
 LZ1818  NAD 27      -  41 43 26.62642(N)    077 38 48.09039(W) AD(       ) 3
 LZ1818  NGVD 29 (07/19/86)  660.9    (m)         2168.     (f) VERT ANG       
 LZ1818
 LZ1818.Superseded values are not recommended for survey control.
 LZ1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1818.See file dsdata.txt to determine how the superseded data were derived.
 LZ1818
 LZ1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM7987822532(NAD 83)
 LZ1818
 LZ1818  HISTORY     - Date     Condition        Report By
 LZ1818  HISTORY     - 1968     MONUMENTED       CGS
 LZ1818
 LZ1818                          STATION DESCRIPTION
 LZ1818
 LZ1818'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 LZ1818'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF GERMANIA, 1 MILE SOUTH
 LZ1818'OF GALETON, 1 MILE WEST OF STATE HIGHWAY 144 AND ON THE PROPERTY
 LZ1818'OF MR. CLIFFORD AND TWILA LAPOLT.
 LZ1818'
 LZ1818'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 LZ1818'HIGHWAY 144 IN GALETON GO SOUTH ON STATE HIGHWAY 144 FOR 0.2 MILE TO
 LZ1818'THE END OF A CONCRETE BRIDGE, BEAR RIGHT THEN LEFT AND GO SOUTH ON
 LZ1818'STATE HIGHWAY 144 FOR 0.35 MILE TO A SIDE ROAD ON THE RIGHT, TURN
 LZ1818'RIGHT AND GO WEST AND NORTH FOR 0.55 MILE TO AN OLD STONE QUARRY,
 LZ1818'CONTINUE ON THE BLADED ROAD FOR 1.35 MILES TO A SIDE ROAD ON THE
 LZ1818'RIGHT AND THE MAIN ROAD TURNS SHARP LEFT, TURN SHARP LEFT AND GO EAST
 LZ1818'FOR 0.3 MILE TO GALETON TV CABLE COMPANY TOWER.  TURN LEFT AND
 LZ1818'FOLLOW TRACK ROAD NORTHERLY ALONG CABLE TV LINES FOR 0.3 MILE TO A
 LZ1818'POINT WHERE THE TRACK ROAD TURNS AND THE LINE CONTINUES DOWNHILL,
 LZ1818'BEAR TO THE RIGHT AND GO EASTERLY ON THE TRACK ROAD FOR 0.4 MILE TO
 LZ1818'THE END OF TRUCK TRAVEL AND AT A TRIANGULAR BLAZED TREE ON THE LEFT.
 LZ1818'PACK NORTHEAST FOR ABOUT 100 YARDS TO THE CENTER OF THE RIDGE THEN
 LZ1818'NORTH DOWN THE RIDGE FOR 150 YARDS TO A POINT WHERE THE RIDGE DROPS
 LZ1818'OFF SHARPLY AND THE STATION.
 LZ1818'
 LZ1818'THE STATION MARK IS 16 FEET SOUTH OF A TRIANGULAR BLAZED TREE 10
 LZ1818'INCHES IN DIAMETER AND 4.1 FEET EAST-NORTHEAST OF A METAL WITNESS
 LZ1818'POST.  IT IS A STANDARD DISK BRAZED TO THE TOP OF A 3 INCH METAL PIPE
 LZ1818'PROJECTING 4 INCHES AND IS STAMPED GALETON 1968.
 LZ1818'
 LZ1818'REFERENCE MARK NO. 1 IS 69 FEET SOUTH OF THE METAL WITNESS POST AND
 LZ1818'ABOUT 5 FEET HIGHER THAN THE STATION.  IT IS A STANDARD DISK
 LZ1818'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP AND IS STAMPED GALETON NO 1
 LZ1818'1968.
 LZ1818'
 LZ1818'REFERENCE MARK NO. 2 IS 49.9 FEET NORTHWEST OF A METAL WITNESS POST,
 LZ1818'48 FEET WEST OF THE TRIANGULAR BLAZED TREE AND ABOUT 8 FEET
 LZ1818'LOWER THAN THE STATION.  IT IS A STANDARD DISK CEMENTED IN A DRILL
 LZ1818'HOLE IN ROCK OUTCROP AND IS STAMPED GALETON NO 2 1968.
 LZ1818'
 LZ1818'THE AZIMUTH MARK IS 228 FEET NORTHWEST OF A DIRT DRIVEWAY AND 30 FEET
 LZ1818'NORTH OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 6, IT IS A STANDARD
 LZ1818'DISK CEMENTED IN A DRILL HOLE IN THE NORTHEAST END OF THE HEADWALL OF
 LZ1818'A ROUND CONCRETE CULVERT AND IS STAMPED GALETON 1968.
 LZ1818'
 LZ1818'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 6 AND
 LZ1818'STATE HIGHWAY 144 IN GALETON GO WEST ON U.S. HIGHWAY 6 FOR 0.8 MILE
 LZ1818'TO THE OX YOKE INN ON THE LEFT, CONTINUE ON U.S. HIGHWAY 6 FOR 0.1 TO
 LZ1818'A DIRT DRIVEWAY ON THE RIGHT, CONTINUE ON U.S. HIGHWAY 6 FOR
 LZ1818'0.05 MILE TO THE MARK ON THE RIGHT.
 LZ1818'
 LZ1818'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1442 ***********************************************************************
 LZ1442  DESIGNATION -  GALETON AZ MK
 LZ1442  PID         -  LZ1442
 LZ1442  STATE/COUNTY-  PA/POTTER
 LZ1442  USGS QUAD   -  GALETON (1994)
 LZ1442
 LZ1442                         *CURRENT SURVEY CONTROL
 LZ1442  ___________________________________________________________________
 LZ1442* NAD 83(1986)-  41 44 33.     (N)    077 39 45.     (W)     SCALED    
 LZ1442* NAVD 88     -       415.220  (meters)    1362.27   (feet)  ADJUSTED  
 LZ1442  ___________________________________________________________________
 LZ1442  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 LZ1442  DYNAMIC HT  -         415.050 (meters)    1361.71  (feet)  COMP
 LZ1442  MODELED GRAV-     980,198.9   (mgal)                       NAVD 88
 LZ1442
 LZ1442  VERT ORDER  -  SECOND    CLASS 0
 LZ1442
 LZ1442.The horizontal coordinates were scaled from a topographic map and have
 LZ1442.an estimated accuracy of +/- 6 seconds.
 LZ1442
 LZ1442.The orthometric height was determined by differential leveling
 LZ1442.and adjusted by the National Geodetic Survey in June 1991..
 LZ1442
 LZ1442.The geoid height was determined by GEOID03.
 LZ1442
 LZ1442.The dynamic height is computed by dividing the NAVD 88
 LZ1442.geopotential number by the normal gravity value computed on the
 LZ1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1442.degrees latitude (g = 980.6199 gals.).
 LZ1442
 LZ1442.The modeled gravity was interpolated from observed gravity values.
 LZ1442
 LZ1442;                    North         East    Units  Estimated Accuracy
 LZ1442;SPC PA N     -   175,010.      607,280.      MT  (+/- 180 meters Scaled)
 LZ1442
 LZ1442                          SUPERSEDED SURVEY CONTROL
 LZ1442
 LZ1442  NGVD 29 (??/??/92)  415.363  (m)         1362.74   (f) ADJ UNCH    2 0
 LZ1442
 LZ1442.Superseded values are not recommended for survey control.
 LZ1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1442.See file dsdata.txt to determine how the superseded data were derived.
 LZ1442
 LZ1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM786246(NAD 83)
 LZ1442_MARKER: DZ = AZIMUTH MARK DISK
 LZ1442_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1442_SP_SET: CULVERT
 LZ1442_STAMPING: GALETON 1968
 LZ1442_MARK LOGO: CGS   
 LZ1442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1442
 LZ1442  HISTORY     - Date     Condition        Report By
 LZ1442  HISTORY     - 1968     MONUMENTED       CGS
 LZ1442
 LZ1442                          STATION DESCRIPTION
 LZ1442
 LZ1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ1442'1.2 MI W FROM GALETON.
 LZ1442'1.2 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH
 LZ1442'STATE HIGHWAY 144 IN GALETON, 228 FEET NORTHWEST OF A DIRT
 LZ1442'DRIVEWAY, 30 FEET NORTH OF THE CENTERLINE OF HIGHWAY, SET IN THE
 LZ1442'TOP OF THE NORTHEAST END OF A HEADWALL OF A CONCRETE CULVERT, AND
 LZ1442'IS ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2937 ***********************************************************************
 KW2937  DESIGNATION -  GAME
 KW2937  PID         -  KW2937
 KW2937  STATE/COUNTY-  PA/CENTRE
 KW2937  USGS QUAD   -  BELLEFONTE (1998)
 KW2937
 KW2937                         *CURRENT SURVEY CONTROL
 KW2937  ___________________________________________________________________
 KW2937* NAD 83(1992)-  40 59 47.64361(N)    077 45 10.76027(W)     ADJUSTED  
 KW2937* NAVD 88     -       466.1    (meters)    1529.     (feet)  VERTCON   
 KW2937  ___________________________________________________________________
 KW2937  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 KW2937  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KW2937
 KW2937  HORZ ORDER  -  THIRD
 KW2937
 KW2937.The horizontal coordinates were established by classical geodetic methods
 KW2937.and adjusted by the National Geodetic Survey in June 2002..
 KW2937
 KW2937.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2937
 KW2937.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2937
 KW2937.The geoid height was determined by GEOID03.
 KW2937
 KW2937;                    North         East     Units Scale Factor Converg.
 KW2937;SPC PA N     -    92,163.594   599,748.514   MT  0.99998365   -0 00 07.1
 KW2937;SPC PA N     -   302,373.39  1,967,674.92   sFT  0.99998365   -0 00 07.1
 KW2937;UTM  18      - 4,542,026.936   268,444.825   MT  1.00025997   -1 48 24.5
 KW2937
 KW2937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2937!SPC PA N     -   0.99993210  x   0.99998365  =   0.99991575
 KW2937!UTM  18      -   0.99993210  x   1.00025997  =   1.00019205
 KW2937
 KW2937|---------------------------------------------------------------------|
 KW2937| PID    Reference Object                     Distance      Geod. Az  |
 KW2937|                                                           dddmmss.s |
 KW2937| CJ9844 GAME RM 1                            22.182 METERS 11811     |
 KW2937| KW2940 AIRWAY BN 52 A SW OF MILESBURG      APPROX. 9.4 KM 2073932.5 |
 KW2937| CJ9845 GAME RM 2                            20.058 METERS 24754     |
 KW2937| CJ9843 GAME AZ MK                                         2910429.2 |
 KW2937|---------------------------------------------------------------------|
 KW2937
 KW2937                          SUPERSEDED SURVEY CONTROL
 KW2937
 KW2937  NAD 83(1986)-  40 59 47.64359(N)    077 45 10.76103(W) AD(       ) 3
 KW2937  NAD 27      -  40 59 47.42990(N)    077 45 11.74220(W) AD(       ) 3
 KW2937  NGVD 29 (07/19/86)  466.3    (m)         1530.     (f) VERT ANG       
 KW2937
 KW2937.Superseded values are not recommended for survey control.
 KW2937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2937.See file dsdata.txt to determine how the superseded data were derived.
 KW2937
 KW2937_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL6844542027(NAD 83)
 KW2937_MARKER: DS = TRIANGULATION STATION DISK
 KW2937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2937
 KW2937  HISTORY     - Date     Condition        Report By
 KW2937  HISTORY     - 1959     MONUMENTED       CGS
 KW2937
 KW2937                          STATION DESCRIPTION
 KW2937
 KW2937'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 KW2937'STATION IS LOCATED ON A PROMINENT TIMBERED COVERED HILL, ON STATE
 KW2937'GAME LANDS 92, ABOUT 5 MILES NORTH OF BELLEFONTE,
 KW2937'ABOUT 4 MILES NORTHWEST OF HOWARD AND 3-1/2 MILES NORTHEAST OF
 KW2937'MILESBURG.
 KW2937'
 KW2937'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 445 AND U.S.
 KW2937'HIGHWAY 220 AT THE TRAFFIC LIGHT IN HOWARD, GO
 KW2937'SOUTHWEST ON U.S. HIGHWAY 220 FOR 2.93 MILES TO A SIGN HOWARD
 KW2937'NURSERY-PENNSYLVANIA GAME COMMISSION ON THE EAST SIDE OF
 KW2937'THE HIGHWAY AND A GRAVELED ROAD ON THE RIGHT, WEST, SIDE OF THE
 KW2937'HIGHWAY JUST BEFORE REACHING A RAILROAD OVERPASS.
 KW2937'TURN RIGHT AND GO WEST ON A GRAVELED ROAD AS PER SIGN HOWARD
 KW2937'NURSERY-PENNSYLVANIA GAME COMMISSION FOR 0.45 MILE TO A
 KW2937'T-ROAD INTERSECTION.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR
 KW2937'0.29 MILE TO A CHURCH AND GRAVELED ROAD ON THE RIGHT,
 KW2937'WEST, SIDE OF THE ROAD.  TURN RIGHT AND GO WEST AND NORTHWEST ON
 KW2937'A GRAVELED ROAD, PASSING TO THE NORTH OF A LARGE NURSERY, FOR 0.78
 KW2937'MILE TO A FORK.  TAKE THE LEFT FORK AND GO WEST ON THE
 KW2937'MAIN TRAVELED GRAVELED ROAD FOR 1.93 MILES TO A FORK.  TAKE THE LEFT
 KW2937'FORK, LEAVING THE MAIN TRAVELED ROAD AND GO WEST ON
 KW2937'A GRAVELED ROAD FOR 0.72 MILE TO A BLADED ROAD ON THE LEFT, SOUTH,
 KW2937'SIDE OF THE ROAD, IN BETWEEN TWO FARM HOUSES.  TURN LEFT
 KW2937'AND GO SOUTHWEST ON THE BLADED ROAD FOR 0.6 MILE TO A SMALL FARM
 KW2937'HOME ON THE LEFT, SOUTH, SIDE OF THE ROAD.  CONTINUE WEST ON A
 KW2937'TRACK ROAD FOR 0.41 MILE TO A LARGE WALNUT TREE, A STANDARD
 KW2937'METAL WITNESS POST AND MARKER AND THE AZIMUTH MARK ON THE RIGHT,
 KW2937'NORTH, SIDE OF THE TRACK ROAD.  CONTINUE WEST ON THE
 KW2937'TRACK ROAD FOR 0.02 MILE TO A TRIANGULAR BLAZED WALNUT TREE AND A DIM
 KW2937'TRACK ROAD ON THE LEFT, SOUTH, SIDE OF THE ROAD.  TURN
 KW2937'LEFT AND GO SOUTHWEST ON A DIM TRACK ROAD, ACROSS A FIELD, FOR 0.25
 KW2937'MILE, THENCE TURN LEFT CROSSING A SMALL BRIDGE AND GO SOUTH
 KW2937'ON A TRACK ROAD FOR 0.24 MILE TO THE EDGE OF A TIMBERED AREA.
 KW2937'TURN LEFT AND GO NORTHEAST ON A WOODS ROAD FOR 0.87 MILE TO A
 KW2937'TRIANGULAR BLAZED MAPLE TREE AND THE STATION ON THE LEFT,
 KW2937'NORTH, SIDE OF THE WOODS ROAD, AS DESCRIBED.
 KW2937'
 KW2937'THE STATION MARK, A STANDARD DISK STAMPED GAME 1959, IS SET IN THE
 KW2937'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 KW2937'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 60 FEET NORTH OF A
 KW2937'8-INCH MAPLE TREE AND WOODS ROAD, 13 FEET WEST OF A 6-INCH
 KW2937'MAPLE TREE AND 6 FEET SOUTH OF A STANDARD METAL WITNESS POST AND
 KW2937'MARKER.
 KW2937'
 KW2937'REFERENCE MARK 1, A STANDARD DISK STAMPED GAME NO 1 1959, IS SET IN
 KW2937'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 KW2937'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 77.5 FEET SOUTHEAST OF
 KW2937'A STANDARD METAL WITNESS POST AND MARKER.
 KW2937'
 KW2937'REFERENCE MARK 2, A STANDARD DISK STAMPED GAME NO 2 1959, IS SET IN
 KW2937'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 KW2937'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 65.6 FEET WEST OF A
 KW2937'STANDARD METAL WITNESS POST AND MARKER AND 23.4 FEET NORTH
 KW2937'OF THE CENTER OF A TRACK WOODS ROAD.
 KW2937'
 KW2937'THE AZIMUTH MARK, A STANDARD DISK STAMPED GAME 1959, IS SET IN THE
 KW2937'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 KW2937'WITH THE SURFACE OF THE GROUND.  IT IS 13 FEET NORTH OF THE CENTER OF
 KW2937'A TRACK ROAD AND 3.6 FEET EAST OF A STANDARD METAL WITNESS
 KW2937'POST.
 KW2937'
 KW2937'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3580 ***********************************************************************
 KV3580  DESIGNATION -  GAME
 KV3580  PID         -  KV3580
 KV3580  STATE/COUNTY-  PA/BUCKS
 KV3580  USGS QUAD   -  FRENCHTOWN (1997)
 KV3580
 KV3580                         *CURRENT SURVEY CONTROL
 KV3580  ___________________________________________________________________
 KV3580* NAD 83(1992)-  40 31 25.37452(N)    075 06 42.09525(W)     ADJUSTED  
 KV3580* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 KV3580  ___________________________________________________________________
 KV3580  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 KV3580  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 KV3580
 KV3580  HORZ ORDER  -  SECOND
 KV3580
 KV3580.The horizontal coordinates were established by classical geodetic methods
 KV3580.and adjusted by the National Geodetic Survey in June 2002..
 KV3580
 KV3580.The orthometric height was scaled from a topographic map.
 KV3580
 KV3580.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3580
 KV3580.The geoid height was determined by GEOID03.
 KV3580
 KV3580;                    North         East     Units Scale Factor Converg.
 KV3580;SPC PA S     -   135,513.554   823,522.474   MT  0.99996031   +1 42 42.2
 KV3580;SPC PA S     -   444,597.39  2,701,839.98   sFT  0.99996031   +1 42 42.2
 KV3580;SPC NJ       -   187,841.518    98,171.433   MT  0.99993305   -0 23 50.9
 KV3580;SPC NJ       -   616,276.71    322,084.11   sFT  0.99993305   -0 23 50.9
 KV3580;UTM  18      - 4,485,893.106   490,539.143   MT  0.99960110   -0 04 21.3
 KV3580
 KV3580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3580!SPC PA S     -   0.99997245  x   0.99996031  =   0.99993277
 KV3580!SPC NJ       -   0.99997245  x   0.99993305  =   0.99990551
 KV3580!UTM  18      -   0.99997245  x   0.99960110  =   0.99957357
 KV3580
 KV3580:                Primary Azimuth Mark                     Grid Az
 KV3580:SPC PA S     -  PORTER                                   021 12 34.7
 KV3580:SPC NJ       -  PORTER                                   023 19 07.8
 KV3580:UTM  18      -  PORTER                                   022 59 38.2
 KV3580
 KV3580|---------------------------------------------------------------------|
 KV3580| PID    Reference Object                     Distance      Geod. Az  |
 KV3580|                                                           dddmmss.s |
 KV3580| KV5850 PORTER                              APPROX.13.0 KM 0225516.9 |
 KV3580| CB3389 GAME RM 1                            15.565 METERS 02917     |
 KV3580| KV5820 QUAKERTOWN METH CHURCH SPIRE        APPROX.15.1 KM 0722338.7 |
 KV3580| CB3390 GAME RM 2                            18.415 METERS 13101     |
 KV3580| KV3631 PIPERSVILLE LOWER TINICUM CH        APPROX. 7.9 KM 1753643.4 |
 KV3580| KV3630 PIPERSVILLE CHRIST LUTH SPIRE       APPROX. 8.4 KM 1784935.0 |
 KV3580| CB3388 GAME AZ MK                                         3101520.3 |
 KV3580| KV3579 RIEGEL RIDGE WATER TANK             APPROX. 9.8 KM 3580221.6 |
 KV3580|---------------------------------------------------------------------|
 KV3580
 KV3580                          SUPERSEDED SURVEY CONTROL
 KV3580
 KV3580  NAD 83(1996)-  40 31 25.37452(N)    075 06 42.09534(W) AD(       ) 2
 KV3580  NAD 83(1986)-  40 31 25.37196(N)    075 06 42.09870(W) AD(       ) 2
 KV3580  NAD 27      -  40 31 25.00300(N)    075 06 43.47700(W) AD(       ) 2
 KV3580
 KV3580.Superseded values are not recommended for survey control.
 KV3580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3580.See file dsdata.txt to determine how the superseded data were derived.
 KV3580
 KV3580_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9053985893(NAD 83)
 KV3580_MARKER: DS = TRIANGULATION STATION DISK
 KV3580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3580
 KV3580  HISTORY     - Date     Condition        Report By
 KV3580  HISTORY     - 1942     MONUMENTED       CGS
 KV3580
 KV3580                          STATION DESCRIPTION
 KV3580
 KV3580'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV3580'THE STATION IS ABOUT 3 MILES E OF FERNDALE ON THE SUMMIT OF A HIGH
 KV3580'ROCKY HILL AND ON THE BOUNDARY LINE OF STATE GAME PRESERVE NO.
 KV3580'56.  IT IS IN THE NARROW CLEARING MARKING THE GAME PRESERVE BOUNDARY
 KV3580'AS MARKED BY BLAZES WITH WHITE PAINT THEREON AND IS AT THE
 KV3580'POINT WHERE THE BOUNDARY LINE CROSSES THE CREST OF THE RIDGE.  MARK
 KV3580'PROJECTS ABOUT 6 INCHES AND IS STAMPED GAME 1942.
 KV3580'
 KV3580'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 KV3580'CONCRETE, AS DESCRIBED.
 KV3580'
 KV3580'REFERENCE MARK NO. 1, A STANDARD DISK, IS N OF THE STATION SET IN A
 KV3580'DRILL HOLE IN A LARGE FLAT-TOPPED BOULDER ABOUT 4 FEET BY 5 FEET
 KV3580'AND ABOUT 3 FEET HIGH.  IT IS STAMPED GAME NO. 1 1942.
 KV3580'
 KV3580'REFERENCE MARK NO. 2, A STANDARD DISK, IS E OF THE STATION SET IN A
 KV3580'DRILL HOLE IN A BOULDER ABOUT 6 BY 3 FEET AND ABOUT 2 FEET HIGH.  IT
 KV3580'IS STAMPED GAME NO. 2 1942.
 KV3580'
 KV3580'THE AZIMUTH MARK, A STANDARD DISK, IS ABOUT 180 PACES W BY N OF THE
 KV3580'STATION.  IT IS SET IN A DRILL HOLE IN A BOULDER ABOUT 6 BY 3
 KV3580'FEET AND ABOUT 2 FEET HIGH AND IN THE GAME BOUNDARY LINE CLEARING.
 KV3580'IT IS STAMPED GAME 1942.
 KV3580'
 KV3580'TO REACH THE STATION FROM THE FERNDALE INN GO SE ON U.S. HIGHWAY 611
 KV3580'TO A SHARP BEND TO THE RIGHT AND A PAVED ROAD LEFT (LEGISLATIVE NO.
 KV3580'037).  HERE TURN LEFT AND GO 1.05 MILES TO A DIRT ROAD, RIGHT, TURN
 KV3580'RIGHT AND GO 0.55 MILE.  THEN LEFT AND GO 0.95 MILE TO A T LEFT.
 KV3580'TURN LEFT AND GO 0.8 MILE TO A POINT ABOUT 100 YARDS PAST THE
 KV3580'DRIVEWAY TO THE FRANK EXLY RESIDENCE (LARGE WHITE HOUSE RED TRIM).
 KV3580'HERE TURN RIGHT THROUGH FENCE AND PICK UP DIM WOODS ROAD.  FOLLOW
 KV3580'WOODS ROAD EASTERLY UPHILL TO THE POINT WHERE GAME PRESERVE
 KV3580'BOUNDARY CROSSES HIGHEST PART OF THE HILL AND THE STATION.
 KV3580'
 KV3580'ALL LINES ARE VISIBLE FROM A 50-FOOT TOWER WHICH IS NECESSARY TO
 KV3580'CLEAR LOCAL TIMBER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3066 ***********************************************************************
 KW3066  DESIGNATION -  GAP
 KW3066  PID         -  KW3066
 KW3066  STATE/COUNTY-  PA/LEBANON
 KW3066  USGS QUAD   -  INDIANTOWN GAP (1977)
 KW3066
 KW3066                         *CURRENT SURVEY CONTROL
 KW3066  ___________________________________________________________________
 KW3066* NAD 83(1992)-  40 25 48.97514(N)    076 35 36.13071(W)     ADJUSTED  
 KW3066* NAVD 88     -       162.     (meters)     531.     (feet)  SCALED    
 KW3066  ___________________________________________________________________
 KW3066  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 KW3066  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 KW3066
 KW3066  HORZ ORDER  -  THIRD
 KW3066
 KW3066.The horizontal coordinates were established by classical geodetic methods
 KW3066.and adjusted by the National Geodetic Survey in June 2002..
 KW3066
 KW3066.The orthometric height was scaled from a topographic map.
 KW3066
 KW3066.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3066
 KW3066.The geoid height was determined by GEOID03.
 KW3066
 KW3066;                    North         East     Units Scale Factor Converg.
 KW3066;SPC PA S     -   122,441.126   698,139.635   MT  0.99995956   +0 45 01.5
 KW3066;SPC PA S     -   401,708.93  2,290,479.79   sFT  0.99995956   +0 45 01.5
 KW3066;UTM  18      - 4,476,733.794   364,845.152   MT  0.99982486   -1 02 00.6
 KW3066
 KW3066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3066!SPC PA S     -   0.99998000  x   0.99995956  =   0.99993957
 KW3066!UTM  18      -   0.99998000  x   0.99982486  =   0.99980487
 KW3066
 KW3066|---------------------------------------------------------------------|
 KW3066| PID    Reference Object                     Distance      Geod. Az  |
 KW3066|                                                           dddmmss.s |
 KW3066| KW1175 U 176                               214.731 METERS 03212     |
 KW3066| KW3067 INDIANTOWN GAP MIL RES W TANK       496.333 METERS 0681439.3 |
 KW3066| KW3071 INDIANTOWN GAP MIL RES E TANK       APPROX. 3.7 KM 0694621.9 |
 KW3066| KW3072 WAMLERS                             APPROX. 3.6 KM 0883055.7 |
 KW3066| KW3069 INDIANTOWN GAP MIL RES CEN TK       APPROX. 2.5 KM 0960542.8 |
 KW3066| KW3068 INDIANTOWN GAP MIL HOSP STACK       APPROX. 0.8 KM 1221459.8 |
 KW3066| KW3065 INDIANTOWN GAP MIL LAUNDRY STK      451.382 METERS 1921953.6 |
 KW3066| CB3392 GAP RM 1                             37.572 METERS 22310     |
 KW3066| CB3393 GAP RM 2                             65.999 METERS 31301     |
 KW3066|---------------------------------------------------------------------|
 KW3066
 KW3066                          SUPERSEDED SURVEY CONTROL
 KW3066
 KW3066  NAD 83(1986)-  40 25 48.96740(N)    076 35 36.13436(W) AD(       ) 3
 KW3066  NAD 27      -  40 25 48.64810(N)    076 35 37.25560(W) AD(       ) 3
 KW3066
 KW3066.Superseded values are not recommended for survey control.
 KW3066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3066.See file dsdata.txt to determine how the superseded data were derived.
 KW3066
 KW3066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK6484576734(NAD 83)
 KW3066_MARKER: DS = TRIANGULATION STATION DISK
 KW3066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3066
 KW3066  HISTORY     - Date     Condition        Report By
 KW3066  HISTORY     - 1942     MONUMENTED       CGS
 KW3066  HISTORY     - 1975     GOOD             NGS
 KW3066  HISTORY     - 20050412 MARK NOT FOUND   GEOCAC
 KW3066
 KW3066                          STATION DESCRIPTION
 KW3066
 KW3066'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW3066'STATION IS ABOUT 4.5 MILES SW OF LICKDALE, 8.5 MILES NNW OF ANNVILLE
 KW3066'ON THE INDIANTOWN GAP MILITARY RESERVATION.  STATION WAS
 KW3066'REQUESTED BY MAJOR COLEMAN B. MARK.  IT IS ON THE W END OF THE
 KW3066'RESERVATION 143 FEET NE OF A 10-INCH BLACK CHERRY TREE, 232.5 FEET
 KW3066'SW OF A 14-INCH DOUBLE TREE WITH A TRIANGULAR BLAZE, AND 577.5 FEET
 KW3066'SW OF THE NW CORNER OF BUILDING NO. T13-170.  SURFACE MARK IS
 KW3066'STAMPED GAP 1942 AND PROJECTS ABOUT 3 INCHES.
 KW3066'
 KW3066'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KW3066'BRONZE DISKS SET IN CONCRETE.
 KW3066'
 KW3066'REFERENCE MARK NO. 1 IS SW OF THE STATION AND 32 PACES S OF A 12-INCH
 KW3066'CHERRY TREE ON AN OLD HEDGE ROW.  MARK IS STAMPED GAP NO. 1 1942 AND
 KW3066'PROJECTS ABOUT 8 INCHES.
 KW3066'
 KW3066'REFERENCE MARK NO. 2 IS NW OF THE STATION AND 31 PACES N OF A SMALL
 KW3066'CLUMP OF BLACK CHERRY TREES IN AN OLD HEDGE ROW.  MARK IS STAMPED
 KW3066'GAP NO. 2 1942 AND PROJECTS ABOUT 8 INCHES.
 KW3066'
 KW3066'AZIMUTH MARK IS SW OF THE STATION IN A Y AT THE INTERSECTION OF STATE
 KW3066'ROUTE 443 AND WALTER REID ROAD.  MARK IS 50 PACES OF THE N CORNER OF
 KW3066'THE OFFICERS QUARTERS, 19 PACES SW OF THE CENTER LINE OF WALTER REID
 KW3066'ROAD, AND ABOUT 15 YARDS S OF THE INTERSECTION.
 KW3066'
 KW3066'WITNESS MARK IS A STANDARD U.S.C. AND G.S. BENCH MARK SET FLUSH IN
 KW3066'THE NE CORNER OF DRIVE TO WEST FIRE STATION.  WEST FIRE STATION IS
 KW3066'AT THE JUNCTION OF ASHER MINOR ROAD AND CLEMENT AVENUE.  MARK IS
 KW3066'STAMPED U 176 1942.
 KW3066'
 KW3066'TO REACH THE STATION FROM THE JUNCTION OF U.S. ROUTE 22 AND STATE
 KW3066'ROUTE 343 GO N ON STATE ROUTE 343 FOR 1.85 MILES TO CROSSROADS,
 KW3066'POST HEADQUARTERS ON THE LEFT AND DIVISION HEADQUARTERS ON THE RIGHT,
 KW3066'CONTINUE STRAIGHT AHEAD FOR 0.35 MILE TO CROSS STREETS, TURN LEFT
 KW3066'AND GO 0.05 MILE TO CLEMENT AVENUE, TURN LEFT, W, ON CLEMENT AVENUE
 KW3066'AND GO 1.1 MILES TO CROSS STREETS AND WEST FIRE STATION, TURN
 KW3066'LEFT AND GO 0.05 MILE AND THEN TURN RIGHT ACROSS THE GRASS PLOT FOR
 KW3066'ABOUT 0.1 MILE TO STATION.
 KW3066'
 KW3066'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 KW3066
 KW3066                          STATION RECOVERY (1975)
 KW3066
 KW3066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KW3066'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND IN
 KW3066'GOOD CONDITION AS DESCRIBED IN THE 1942 DESCRIPTION.  A NEW BALL
 KW3066'PARK HAS BEEN BUILT IN THE AREA OF THE STATION AND THE STATION MARK
 KW3066'IS NOW 4 FEET WEST OF THE WEST EDGE OF THE BACK STOP FENCE.
 KW3066'
 KW3066'A SEARCH WAS MADE FOR THE STATIONS AZIMUTH MARK AND IT APPEARS TO
 KW3066'HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.  THERE IS A LARGE
 KW3066'INTERSECTION WHERE THE AZIMUTH MARK WAS LOCATED.  SEVERAL
 KW3066'INTERSECTION STATIONS ARE VISIBLE FROM THE GROUND AND THEY MAY BE
 KW3066'USED AS AN AZIMUTH.
 KW3066'
 KW3066'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 KW3066'SOUTHWEST OF LICKDALE.
 KW3066
 KW3066                          STATION RECOVERY (2005)
 KW3066
 KW3066'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW3066'NOTE- STATION IS ON THE FORT INDIANTOWN GAP NATIONAL GUARD TRAINING
 KW3066'CENTER. PERMISSION MUST BE RECEIVED FROM RANGE CONTROL BEFORE ENTERING
 KW3066'AREA.
 KW3066'STATION AND REFERENCE MARKS NOT FOUND.
 KW3066'A SECOND BALL FIELD HAS BEEN BUILT SINCE THE 1975 RECOVERY. BOTH
 KW3066'REFERENCE MARKS WOULD BE IN THE OUTFIELDS OF THE BALL FIELDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1772 ***********************************************************************
 JU1772  DESIGNATION -  GAP HILL
 JU1772  PID         -  JU1772
 JU1772  STATE/COUNTY-  PA/LANCASTER
 JU1772  USGS QUAD   -  PARKESBURG (1992)
 JU1772
 JU1772                         *CURRENT SURVEY CONTROL
 JU1772  ___________________________________________________________________
 JU1772* NAD 83(1992)-  39 59 35.26743(N)    075 58 29.63129(W)     ADJUSTED  
 JU1772* NAVD 88     -       257.302  (meters)     844.16   (feet)  ADJUSTED  
 JU1772  ___________________________________________________________________
 JU1772  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 JU1772  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 JU1772  DYNAMIC HT  -         257.171 (meters)     843.74  (feet)  COMP
 JU1772  MODELED GRAV-     980,111.1   (mgal)                       NAVD 88
 JU1772
 JU1772  HORZ ORDER  -  SECOND
 JU1772  VERT ORDER  -  SECOND    CLASS 0
 JU1772
 JU1772.The horizontal coordinates were established by classical geodetic methods
 JU1772.and adjusted by the National Geodetic Survey in June 2002..
 JU1772
 JU1772.The orthometric height was determined by differential leveling
 JU1772.and adjusted by the National Geodetic Survey in June 1991..
 JU1772
 JU1772.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1772
 JU1772.The geoid height was determined by GEOID03.
 JU1772
 JU1772.The dynamic height is computed by dividing the NAVD 88
 JU1772.geopotential number by the normal gravity value computed on the
 JU1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1772.degrees latitude (g = 980.6199 gals.).
 JU1772
 JU1772.The modeled gravity was interpolated from observed gravity values.
 JU1772
 JU1772;                    North         East     Units Scale Factor Converg.
 JU1772;SPC PA S     -    74,783.829   751,586.488   MT  0.99999119   +1 09 06.0
 JU1772;SPC PA S     -   245,353.28  2,465,830.00   sFT  0.99999119   +1 09 06.0
 JU1772;UTM  18      - 4,427,449.785   416,773.989   MT  0.99968527   -0 37 35.8
 JU1772
 JU1772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1772!SPC PA S     -   0.99996492  x   0.99999119  =   0.99995611
 JU1772!UTM  18      -   0.99996492  x   0.99968527  =   0.99965020
 JU1772
 JU1772|---------------------------------------------------------------------|
 JU1772| PID    Reference Object                     Distance      Geod. Az  |
 JU1772|                                                           dddmmss.s |
 JU1772| JU1773 GAP HILL RM 1                        23.165 METERS 04418     |
 JU1772| JU1770 GAP HILL AZ MK                                     1731639.2 |
 JU1772| JU1771 GAP HILL RM 2                        16.695 METERS 20141     |
 JU1772| JV0247 HOUSTON                             APPROX. 6.0 KM 2652219.4 |
 JU1772|---------------------------------------------------------------------|
 JU1772
 JU1772                          SUPERSEDED SURVEY CONTROL
 JU1772
 JU1772  NAD 83(1991)-  39 59 35.26623(N)    075 58 29.63222(W) AD(       ) 2
 JU1772  NAD 83(1986)-  39 59 35.25863(N)    075 58 29.63525(W) AD(       ) 2
 JU1772  NAD 27      -  39 59 34.88555(N)    075 58 30.81191(W) AD(       ) 2
 JU1772  NGVD 29 (??/??/??)  257.569  (m)          845.04   (f) ADJUSTED    2 0
 JU1772
 JU1772.Superseded values are not recommended for survey control.
 JU1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1772.See file dsdata.txt to determine how the superseded data were derived.
 JU1772
 JU1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK1677427450(NAD 83)
 JU1772_MARKER: DE = TRAVERSE STATION DISK
 JU1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1772_STAMPING: GAP HILL 1966
 JU1772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1772+STABILITY: SURFACE MOTION
 JU1772
 JU1772  HISTORY     - Date     Condition        Report By
 JU1772  HISTORY     - 1966     MONUMENTED       CGS
 JU1772  HISTORY     - 1966     GOOD             CGS
 JU1772  HISTORY     - 1970     GOOD             PADH
 JU1772  HISTORY     - 1970     GOOD             NGS
 JU1772
 JU1772                          STATION DESCRIPTION
 JU1772
 JU1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 JU1772'THE STATION IS LOCATED ABOUT 2.5 MILES EAST OF GAP, 2 MILES NORTHWEST
 JU1772'OF THE JUNCTION OF U. S. HIGHWAY 30 AND STATE HIGHWAY 10,
 JU1772'0.5 MILE NORTH OF U. S. HIGHWAY 30 AND ON A HIGH WOODED RIDGE THAT IS
 JU1772'CALLED GAP HILL. THE PROPERTY IS OWNED BY MR. J. J. J.
 JU1772'JENKS.
 JU1772'
 JU1772'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 30 AND STATE
 JU1772'HIGHWAY 10, WHICH IS ABOUT 2 MILES NORTH OF PARKESBURG, GO
 JU1772'WEST ON U. S. HIGHWAY 30 FOR 2 MILES TO A SIDE ROAD ON THE RIGHT,
 JU1772'TURN RIGHT ON COUNTY LINE RD.  AND GO NORTH FOR 0.25 MILE TO
 JU1772'THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTH ON COUNTY LINE RD. FOR
 JU1772'0.1 MILE TO BURKEY RD. ON THE LEFT, CONTINUE NORTH ON
 JU1772'COUNTY LINE RD. FOR 0.05 MILE TO THE MARK ON THE LEFT.
 JU1772'
 JU1772'THE STATION MARK IS 62 FEET WEST OF THE APPROXIMATE CENTER OF COUNTY
 JU1772'LINE RD., 23 FEET NORTH OF THE APPROXIMATE CENTER OF TRACK
 JU1772'ROAD AND 9.8 FEET SOUTHEAST OF A METAL WITNESS POST. THE MARK IS A
 JU1772'STANDARD TRAVERSE DISK SET IN THE TOP OF A SQUARE CONCRETE
 JU1772'POST SET 2 INCHES UNDERGROUND AND STAMPED GAP HILL 1966.
 JU1772'
 JU1772'REFERENCE MARK NO 1 IS 20 FEET WEST OF THE APPROXIMATE CENTER OF
 JU1772'COUNTY LINE RD. AND 19 FEET NORTHWEST OF TELEPHONE
 JU1772'POLE NO 12. THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 JU1772'CONCRETE POST PROJECTING 4 INCHES AND STAMPED GAP HILL NO 1
 JU1772'1966.
 JU1772'
 JU1772'REFERENCE MARK NO 2 IS 74 FEET WEST OF THE APPROXIMATE CENTER OF
 JU1772'COUNTY LINE RD. AND 24 FEET SOUTH OF THE APPROXIMATE
 JU1772'CENTER OF TRACK ROAD. THE MARK IS A STANDARD DISK CEMENTED IN A DRILL
 JU1772'HOLE IN OUTCROPPING BEDROCK, FLUSH WITH THE GROUND, AND
 JU1772'STAMPED GAP HILL 2 1966.
 JU1772'
 JU1772'THE AZIMUTH MARK IS 23 FEET WEST OF THE APPROXIMATE CENTER OF COUNTY
 JU1772'LINE RD., 13 FEET SOUTH OF THE APPROXIMATE CENTER OF
 JU1772'GRAVELED DRIVEWAY, 5 FEET WEST OF POWERLINE POLE NO 79614 AND 3.8
 JU1772'FEET NORTHEAST OF A METAL WITNESS POST. THE MARK IS A
 JU1772'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH WITH
 JU1772'THE GROUND AND STAMPED GAP HILL 1966.
 JU1772'
 JU1772'HEIGHT OF LIGHT ABOVE STATION MARK 25.2 METERS.
 JU1772
 JU1772                          STATION RECOVERY (1966)
 JU1772
 JU1772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JU1772'3 MI E FROM GAP.
 JU1772'2.6 MILES EAST ALONG U.S. HIGHWAY 30 FROM ITS JUNCTION WITH
 JU1772'STATE HIGHWAY 41 IN GAP TO COUNTY LINE ROAD, THENCE, NORTH ON
 JU1772'COUNTY LINE ROAD 0.4 MILE TO THE TOP OF HILL, 62 FEET WEST OF THE
 JU1772'APPROXIMATE CENTER OF COUNTY LINE ROAD, 76.0 FEET SOUTHWEST OF RM
 JU1772'1, 54.78 FEET NORTHEAST OF RM 2, 23 FEET NORTH OF THE APPROXIMATE
 JU1772'CENTER OF A TRACK ROAD, 9.8 FEET SOUTHEAST OF A METAL WITNESS
 JU1772'SIGN, SET IN THE TOP OF A CONCRETE POST 2-INCHES UNDER THE GROUND
 JU1772'AND IS ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
 JU1772
 JU1772                          STATION RECOVERY (1970)
 JU1772
 JU1772'RECOVERY NOTE BY PA DEPT OF HIGHWAYS 1970 (LRC)
 JU1772'GAP HILL 1966 GOOD
 JU1772'GAP HILL 2 1966 RM GOOD
 JU1772'GAP HILL NO 1 1966 RM GOOD
 JU1772'GAP HILL 1966 AZ MK GOOD (AZ MARK)
 JU1772
 JU1772                          STATION RECOVERY (1970)
 JU1772
 JU1772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JU1772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1770 ***********************************************************************
 JU1770  DESIGNATION -  GAP HILL AZ MK
 JU1770  PID         -  JU1770
 JU1770  STATE/COUNTY-  PA/LANCASTER
 JU1770  USGS QUAD   -  PARKESBURG (1992)
 JU1770
 JU1770                         *CURRENT SURVEY CONTROL
 JU1770  ___________________________________________________________________
 JU1770* NAD 83(1986)-  39 59 29.     (N)    075 58 29.     (W)     SCALED    
 JU1770* NAVD 88     -       252.065  (meters)     826.98   (feet)  ADJUSTED  
 JU1770  ___________________________________________________________________
 JU1770  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 JU1770  DYNAMIC HT  -         251.937 (meters)     826.56  (feet)  COMP
 JU1770  MODELED GRAV-     980,111.1   (mgal)                       NAVD 88
 JU1770
 JU1770  VERT ORDER  -  SECOND    CLASS 0
 JU1770
 JU1770.The horizontal coordinates were scaled from a topographic map and have
 JU1770.an estimated accuracy of +/- 6 seconds.
 JU1770
 JU1770.The orthometric height was determined by differential leveling
 JU1770.and adjusted by the National Geodetic Survey in June 1991..
 JU1770
 JU1770.The geoid height was determined by GEOID03.
 JU1770
 JU1770.The dynamic height is computed by dividing the NAVD 88
 JU1770.geopotential number by the normal gravity value computed on the
 JU1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1770.degrees latitude (g = 980.6199 gals.).
 JU1770
 JU1770.The modeled gravity was interpolated from observed gravity values.
 JU1770
 JU1770;                    North         East    Units  Estimated Accuracy
 JU1770;SPC PA S     -    74,590.      751,610.      MT  (+/- 180 meters Scaled)
 JU1770
 JU1770                          SUPERSEDED SURVEY CONTROL
 JU1770
 JU1770  NGVD 29 (??/??/??)  252.333  (m)          827.86   (f) ADJUSTED    2 0
 JU1770
 JU1770.Superseded values are not recommended for survey control.
 JU1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1770.See file dsdata.txt to determine how the superseded data were derived.
 JU1770
 JU1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK167272(NAD 83)
 JU1770_MARKER: DZ = AZIMUTH MARK DISK
 JU1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1770_STAMPING: GAP HILL 1966
 JU1770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1770+STABILITY: SURFACE MOTION
 JU1770
 JU1770  HISTORY     - Date     Condition        Report By
 JU1770  HISTORY     - 1966     MONUMENTED       CGS
 JU1770  HISTORY     - 1970     GOOD             NGS
 JU1770
 JU1770                          STATION DESCRIPTION
 JU1770
 JU1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1770'2.8 MI E FROM GAP.
 JU1770'2.6 MILES EAST ALONG U.S. HIGHWAY 30 FROM ITS JUNCTION WITH
 JU1770'STATE HIGHWAY 41 IN GAP TO COUNTY LINE ROAD, THENCE, NORTH 0.2
 JU1770'MILE ALONG COUNTY LINE ROAD TO THE MARK, 23 FEET WEST OF THE
 JU1770'APPROXIMATE CENTER OF ROAD, 13 FEET SOUTH OF THE APPROXIMATE
 JU1770'CENTER OF A DRIVEWAY, 5 FEET WEST OF A POWER LINE POLE, 3.8 FEET
 JU1770'NORTHEAST OF A METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE
 JU1770'POST, FLUSH, AND IS ABOUT LEVEL WITH THE ROAD.
 JU1770
 JU1770                          STATION RECOVERY (1970)
 JU1770
 JU1770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JU1770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1773 ***********************************************************************
 JU1773  DESIGNATION -  GAP HILL RM 1
 JU1773  PID         -  JU1773
 JU1773  STATE/COUNTY-  PA/LANCASTER
 JU1773  USGS QUAD   -  PARKESBURG (1992)
 JU1773
 JU1773                         *CURRENT SURVEY CONTROL
 JU1773  ___________________________________________________________________
 JU1773* NAD 83(1986)-  39 59 34.     (N)    075 58 29.     (W)     SCALED    
 JU1773* NAVD 88     -       256.993  (meters)     843.15   (feet)  ADJUSTED  
 JU1773  ___________________________________________________________________
 JU1773  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 JU1773  DYNAMIC HT  -         256.863 (meters)     842.72  (feet)  COMP
 JU1773  MODELED GRAV-     980,111.1   (mgal)                       NAVD 88
 JU1773
 JU1773  VERT ORDER  -  SECOND    CLASS 0
 JU1773
 JU1773.The horizontal coordinates were scaled from a topographic map and have
 JU1773.an estimated accuracy of +/- 6 seconds.
 JU1773
 JU1773.The orthometric height was determined by differential leveling
 JU1773.and adjusted by the National Geodetic Survey in June 1991..
 JU1773
 JU1773.The geoid height was determined by GEOID03.
 JU1773
 JU1773.The dynamic height is computed by dividing the NAVD 88
 JU1773.geopotential number by the normal gravity value computed on the
 JU1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1773.degrees latitude (g = 980.6199 gals.).
 JU1773
 JU1773.The modeled gravity was interpolated from observed gravity values.
 JU1773
 JU1773;                    North         East    Units  Estimated Accuracy
 JU1773;SPC PA S     -    74,750.      751,600.      MT  (+/- 180 meters Scaled)
 JU1773
 JU1773                          SUPERSEDED SURVEY CONTROL
 JU1773
 JU1773  NGVD 29 (??/??/??)  257.261  (m)          844.03   (f) ADJUSTED    2 0
 JU1773
 JU1773.Superseded values are not recommended for survey control.
 JU1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1773.See file dsdata.txt to determine how the superseded data were derived.
 JU1773
 JU1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK167274(NAD 83)
 JU1773_MARKER: DR = REFERENCE MARK DISK
 JU1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1773_STAMPING: GAP HILL NO 1 1966
 JU1773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1773+STABILITY: SURFACE MOTION
 JU1773_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1773+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2006
 JU1773
 JU1773  HISTORY     - Date     Condition        Report By
 JU1773  HISTORY     - 1966     MONUMENTED       CGS
 JU1773  HISTORY     - 1970     GOOD             NGS
 JU1773  HISTORY     - 19910702 GOOD             USPSQD
 JU1773  HISTORY     - 20060917 GOOD             GEOCAC
 JU1773
 JU1773                          STATION DESCRIPTION
 JU1773
 JU1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1773'3 MI E FROM GAP.
 JU1773'AT THE GAP HILL STATION SITE-- 76.00 FEET NORTHEAST OF THE
 JU1773'STATION, 20 FEET WEST OF THE APPROXIMATE CENTER OF COUNTY LINE
 JU1773'ROAD, 19 FEET NORTHWEST OF TELEPHONE POLE NO 12, SET IN THE TOP
 JU1773'OF A CONCRETE POST PROJECTING 4-INCHES AND IS ABOUT 2 FEET
 JU1773'ABOVE THE LEVEL OF THE ROAD.
 JU1773
 JU1773                          STATION RECOVERY (1970)
 JU1773
 JU1773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JU1773'RECOVERED IN GOOD CONDITION.
 JU1773
 JU1773                          STATION RECOVERY (1991)
 JU1773
 JU1773'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSU)
 JU1773'RECOVERED IN GOOD CONDITION.
 JU1773
 JU1773                          STATION RECOVERY (2006)
 JU1773
 JU1773'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 JU1773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1771 ***********************************************************************
 JU1771  DESIGNATION -  GAP HILL RM 2
 JU1771  PID         -  JU1771
 JU1771  STATE/COUNTY-  PA/LANCASTER
 JU1771  USGS QUAD   -  PARKESBURG (1992)
 JU1771
 JU1771                         *CURRENT SURVEY CONTROL
 JU1771  ___________________________________________________________________
 JU1771* NAD 83(1986)-  39 59 34.     (N)    075 58 29.     (W)     SCALED    
 JU1771* NAVD 88     -       257.372  (meters)     844.39   (feet)  ADJUSTED  
 JU1771  ___________________________________________________________________
 JU1771  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 JU1771  DYNAMIC HT  -         257.241 (meters)     843.96  (feet)  COMP
 JU1771  MODELED GRAV-     980,111.1   (mgal)                       NAVD 88
 JU1771
 JU1771  VERT ORDER  -  SECOND    CLASS 0
 JU1771
 JU1771.The horizontal coordinates were scaled from a topographic map and have
 JU1771.an estimated accuracy of +/- 6 seconds.
 JU1771
 JU1771.The orthometric height was determined by differential leveling
 JU1771.and adjusted by the National Geodetic Survey in June 1991..
 JU1771
 JU1771.The geoid height was determined by GEOID03.
 JU1771
 JU1771.The dynamic height is computed by dividing the NAVD 88
 JU1771.geopotential number by the normal gravity value computed on the
 JU1771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1771.degrees latitude (g = 980.6199 gals.).
 JU1771
 JU1771.The modeled gravity was interpolated from observed gravity values.
 JU1771
 JU1771;                    North         East    Units  Estimated Accuracy
 JU1771;SPC PA S     -    74,750.      751,600.      MT  (+/- 180 meters Scaled)
 JU1771
 JU1771                          SUPERSEDED SURVEY CONTROL
 JU1771
 JU1771  NGVD 29 (??/??/??)  257.639  (m)          845.27   (f) ADJUSTED    2 0
 JU1771
 JU1771.Superseded values are not recommended for survey control.
 JU1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1771.See file dsdata.txt to determine how the superseded data were derived.
 JU1771
 JU1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK167274(NAD 83)
 JU1771_MARKER: DR = REFERENCE MARK DISK
 JU1771_SETTING: 66 = SET IN ROCK OUTCROP
 JU1771_SP_SET: ROCK OUTCROP
 JU1771_STAMPING: GAP HILL NO 2 1966
 JU1771_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU1771+STABILITY: POSITION/ELEVATION WELL
 JU1771
 JU1771  HISTORY     - Date     Condition        Report By
 JU1771  HISTORY     - 1966     MONUMENTED       CGS
 JU1771  HISTORY     - 1970     GOOD             NGS
 JU1771
 JU1771                          STATION DESCRIPTION
 JU1771
 JU1771'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1771'3 MI E FROM GAP.
 JU1771'AT THE GAP HILL STATION SITE-- 54.78 FEET SOUTHWEST OF THE
 JU1771'STATION, 74 FEET WEST OF THE APPROXIMATE CENTER OF COUNTY LINE
 JU1771'ROAD, 24 FEET SOUTH OF THE APPROXIMATE CENTER OF A TRACK ROAD,
 JU1771'SET IN THE TOP OF AN OUTCROP OF BEDROCK, FLUSH, AND IS ABOUT 3
 JU1771'FEET ABOVE THE LEVEL OF THE ROAD.
 JU1771
 JU1771                          STATION RECOVERY (1970)
 JU1771
 JU1771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JU1771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3139 ***********************************************************************
 JU3139  DESIGNATION -  GARDEN
 JU3139  PID         -  JU3139
 JU3139  STATE/COUNTY-  PA/PHILADELPHIA
 JU3139  USGS QUAD   -  PHILADELPHIA (1994)
 JU3139
 JU3139                         *CURRENT SURVEY CONTROL
 JU3139  ___________________________________________________________________
 JU3139* NAD 83(1992)-  39 57 38.81857(N)    075 08 28.39042(W)     ADJUSTED  
 JU3139* NAVD 88     -         9.1    (meters)      30.     (feet)  VERTCON   
 JU3139  ___________________________________________________________________
 JU3139  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 JU3139  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU3139
 JU3139  HORZ ORDER  -  SECOND
 JU3139
 JU3139.The horizontal coordinates were established by classical geodetic methods
 JU3139.and adjusted by the National Geodetic Survey in June 2002..
 JU3139
 JU3139.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3139
 JU3139.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3139
 JU3139.The geoid height was determined by GEOID03.
 JU3139
 JU3139;                    North         East     Units Scale Factor Converg.
 JU3139;SPC PA S     -    72,960.785   822,867.865   MT  0.99999582   +1 41 33.2
 JU3139;SPC PA S     -   239,372.18  2,699,692.32   sFT  0.99999582   +1 41 33.2
 JU3139;SPC NJ       -   125,357.293    95,217.753   MT  0.99993693   -0 24 42.6
 JU3139;SPC NJ       -   411,276.39    312,393.58   sFT  0.99993693   -0 24 42.6
 JU3139;UTM  18      - 4,423,414.070   487,938.645   MT  0.99960179   -0 05 26.5
 JU3139
 JU3139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3139!SPC PA S     -   1.00000374  x   0.99999582  =   0.99999956
 JU3139!SPC NJ       -   1.00000374  x   0.99993693  =   0.99994067
 JU3139!UTM  18      -   1.00000374  x   0.99960179  =   0.99960553
 JU3139
 JU3139|---------------------------------------------------------------------|
 JU3139| PID    Reference Object                     Distance      Geod. Az  |
 JU3139|                                                           dddmmss.s |
 JU3139| CB1990 GARDEN RM 1                           9.748 METERS 07147     |
 JU3139| JU3114 PIER 33 NORTH 2                     APPROX. 0.6 KM 1014753.5 |
 JU3139| JU3137 GARDEN 1962 RM 2                     90.501 METERS 27448     |
 JU3139|---------------------------------------------------------------------|
 JU3139
 JU3139                          SUPERSEDED SURVEY CONTROL
 JU3139
 JU3139  NAD 83(1996)-  39 57 38.81862(N)    075 08 28.39008(W) AD(       ) 2
 JU3139  NAD 83(1991)-  39 57 38.81690(N)    075 08 28.39159(W) AD(       ) 2
 JU3139  NAD 83(1986)-  39 57 38.81349(N)    075 08 28.39531(W) AD(       ) 2
 JU3139  NAD 27      -  39 57 38.41240(N)    075 08 29.75850(W) AD(       ) 2
 JU3139  NGVD 29 (07/19/86)    9.4    (m)           31.     (f) VERT ANG       
 JU3139
 JU3139.Superseded values are not recommended for survey control.
 JU3139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3139.See file dsdata.txt to determine how the superseded data were derived.
 JU3139
 JU3139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8793923414(NAD 83)
 JU3139_MARKER: DS = TRIANGULATION STATION DISK
 JU3139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3139
 JU3139  HISTORY     - Date     Condition        Report By
 JU3139  HISTORY     - 1962     MONUMENTED       CGS
 JU3139
 JU3139                          STATION DESCRIPTION
 JU3139
 JU3139'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 JU3139'THE STATION IS LOCATED IN THE EAST CENTRAL SECTION OF PHILADELPHIA,
 JU3139'IN THE NORTHEAST ANGLE OF THE INTERSECTION OF SPRING GARDEN
 JU3139'AND SECOND STREETS, IN A SMALL NARROW AND NOT VERY WELL KEPT PARK
 JU3139'AREA, OWNED BY THE CITY.
 JU3139'
 JU3139'A TO REACH THE STATION IS NOT NECESSARY.
 JU3139'
 JU3139'THE STATION MARK, A STANDARD DISK STAMPED GARDEN 1962, IS SET IN THE
 JU3139'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT 1
 JU3139'INCH BELOW THE SURFACE OF THE GROUND.  IT IS 44.9 FEET
 JU3139'SOUTH-SOUTHEAST OF POWERLINE POLE NO. 27464, 32.8 FEET SOUTH OF
 JU3139'THE EAST CURB OF SPRING GARDEN STREET, 39.2 FEET EAST OF THE EAST
 JU3139'CURB OF SECOND STREET, 31.3 FEET EAST-NORTHEAST OF A STREET LIGHT
 JU3139'POLE, 18.7 FEET NORTH OF THE NORTH CURB OF SPRING GARDEN STREET, 2.6
 JU3139'FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK.
 JU3139'
 JU3139'REFERENCE MARK 1, A STANDARD DISK STAMPED GARDEN NO 1 1962, IS SET IN
 JU3139'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 JU3139'ABOUT 1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS 60.9 FEET EAST
 JU3139'OF POWERLINE POLE NO. 27464, 32.5 FEET NORTH OF THE NORTH CURB
 JU3139'OF SPRING GARDEN STREET, 13.7 FEET SOUTH OF THE SOUTH CURB OF GREEN
 JU3139'STREET AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 JU3139'
 JU3139'REFERENCE MARK 2, A STANDARD DISK STAMPED GARDEN NO 2 1962, IS
 JU3139'CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE SIDEWALK
 JU3139'AND FLUSH WITH THE SURFACE OF THE SIDEWALK.  IT IS 39.0 FEET EAST OF
 JU3139'THE CENTERLINE OF AMERICAN STREET, 30.0 FEET NORTH OF SPRING
 JU3139'GARDEN STREET, 29.3 FEET NORTH-NORTHWEST OF POWERLINE POLE NO. 52708
 JU3139'AND 13.4 FEET SOUTH OF THE SOUTH SIDE OF A TOY FACTORY,
 JU3139'BRICK BUILDING.
 JU3139'
 JU3139'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  TRIANGULATION
 JU3139'STATION PIER 33 NORTH 2 MAY BE USED AS AN AZIMUTH MARK.
 JU3139'
 JU3139'HEIGHT OF LIGHT ABOVE STATION MARK 2.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3637 ***********************************************************************
 KV3637  DESIGNATION -  GARDEN
 KV3637  PID         -  KV3637
 KV3637  STATE/COUNTY-  PA/BUCKS
 KV3637  USGS QUAD   -  BUCKINGHAM (1980)
 KV3637
 KV3637                         *CURRENT SURVEY CONTROL
 KV3637  ___________________________________________________________________
 KV3637* NAD 83(1992)-  40 22 05.72777(N)    075 06 45.96467(W)     ADJUSTED  
 KV3637* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 KV3637  ___________________________________________________________________
 KV3637  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 KV3637  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 KV3637
 KV3637  HORZ ORDER  -  FIRST
 KV3637
 KV3637.The horizontal coordinates were established by classical geodetic methods
 KV3637.and adjusted by the National Geodetic Survey in June 2002..
 KV3637
 KV3637.The orthometric height was scaled from a topographic map.
 KV3637
 KV3637.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3637
 KV3637.The geoid height was determined by GEOID03.
 KV3637
 KV3637;                    North         East     Units Scale Factor Converg.
 KV3637;SPC PA S     -   118,256.731   823,946.850   MT  0.99996053   +1 42 39.7
 KV3637;SPC PA S     -   387,980.62  2,703,232.29   sFT  0.99996053   +1 42 39.7
 KV3637;SPC NJ       -   170,581.226    97,960.600   MT  0.99993332   -0 23 48.8
 KV3637;SPC NJ       -   559,648.57    321,392.40   sFT  0.99993332   -0 23 48.8
 KV3637;UTM  18      - 4,468,637.629   490,426.068   MT  0.99960113   -0 04 22.9
 KV3637
 KV3637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3637!SPC PA S     -   0.99997904  x   0.99996053  =   0.99993957
 KV3637!SPC NJ       -   0.99997904  x   0.99993332  =   0.99991236
 KV3637!UTM  18      -   0.99997904  x   0.99960113  =   0.99958018
 KV3637
 KV3637:                Primary Azimuth Mark                     Grid Az
 KV3637:SPC PA S     -  AIRWAY BN 67B NE OF PORTER               011 23 31.9
 KV3637:SPC NJ       -  AIRWAY BN 67B NE OF PORTER               013 30 00.4
 KV3637:UTM  18      -  AIRWAY BN 67B NE OF PORTER               013 10 34.5
 KV3637
 KV3637|---------------------------------------------------------------------|
 KV3637| PID    Reference Object                     Distance      Geod. Az  |
 KV3637|                                                           dddmmss.s |
 KV3637| KV3577 AIRWAY BN 67B NE OF PORTER          APPROX.31.9 KM 0130611.6 |
 KV3637| CB3395 GARDEN RM 1                         160.317 METERS 03130     |
 KV3637| KV5819 AIRWAY BEACON 68                    APPROX.38.1 KM 0442852.2 |
 KV3637| CB3394 GARDEN AZ MK                                       0461327.8 |
 KV3637| CB3396 GARDEN RM 2                          47.290 METERS 12920     |
 KV3637| KV5775 AIR BEACON 70 SOUTH OF NEWTOWN      APPROX.27.9 KM 1430253.9 |
 KV3637| KV3642 DOYLESTOWN BUCKS CO HOME TANK       APPROX.10.9 KM 1884410.1 |
 KV3637| KV3635 DOYLESTOWN CATHOLIC CH SPIRE        APPROX. 6.3 KM 1890152.5 |
 KV3637| KV3639 DOYLESTOWN MUNICIPAL TANK           APPROX. 6.0 KM 1913942.8 |
 KV3637| KV3638 DOYLESTOWN FIRST PRESB CHURCH       APPROX. 6.2 KM 1922821.1 |
 KV3637| KV3640 DOYLESTOWN BUCKS CO CTHSE TWR       APPROX. 6.4 KM 1930755.6 |
 KV3637| KV3641 DOYLESTOWN FIRST BAP CH SPIRE       APPROX. 6.9 KM 1943126.5 |
 KV3637| KV3720 PROSPECTVILLE TOWER OF CHIMES       APPROX.18.0 KM 2005811.6 |
 KV3637|---------------------------------------------------------------------|
 KV3637
 KV3637                          SUPERSEDED SURVEY CONTROL
 KV3637
 KV3637  NAD 83(1996)-  40 22 05.72755(N)    075 06 45.96518(W) AD(       ) 1
 KV3637  NAD 83(1986)-  40 22 05.72481(N)    075 06 45.96824(W) AD(       ) 1
 KV3637  NAD 27      -  40 22 05.34500(N)    075 06 47.35100(W) AD(       ) 1
 KV3637
 KV3637.Superseded values are not recommended for survey control.
 KV3637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3637.See file dsdata.txt to determine how the superseded data were derived.
 KV3637
 KV3637_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9042668638(NAD 83)
 KV3637_MARKER: DS = TRIANGULATION STATION DISK
 KV3637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3637
 KV3637  HISTORY     - Date     Condition        Report By
 KV3637  HISTORY     - 1929     MONUMENTED       CGS
 KV3637  HISTORY     - 1933     GOOD             CGS
 KV3637  HISTORY     - 1942     GOOD             CGS
 KV3637  HISTORY     - 1961     MARK NOT FOUND   AEROS
 KV3637  HISTORY     - 19960928 GOOD             USPSQD
 KV3637
 KV3637                          STATION DESCRIPTION
 KV3637
 KV3637'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 KV3637'STATION IS ABOUT 25 MILES S OF EASTON, 5 MILES N OF DOYLESTOWN, AND
 KV3637'1/4 MILE SW OF THE VILLAGE OF GARDENVILLE.  THE STATION IS 28.5
 KV3637'METERS SW OF THE SW CORNER OF A SMALL STONE SCHOOLHOUSE, AND ABOUT 75
 KV3637'METERS S OF CENTER LINE OF MACADAM ROAD RUNNING BETWEEN DANBOROUGH
 KV3637'AND GARDENVILLE.
 KV3637'
 KV3637'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 KV3637'SET IN CONCRETE, AS DESCRIBED.
 KV3637'
 KV3637'REFERENCE MARK NO. 1 IS NEAR A LARGE TREE E OF STATION.
 KV3637'
 KV3637'REFERENCE MARK NO. 2 IS IN PROPERTY LINE S OF STATION.
 KV3637'
 KV3637'REACHED FROM EASTON BY HIGHWAY 611 S TO DANBOROUGH.  AT DANBOROUGH,
 KV3637'TAKE LEFT HAND BLACK MACADAM ROAD TOWARD GARDENVILLE 1.5 MILES TO THE
 KV3637'SMALL STONE SCHOOLHOUSE MENTIONED IN STATION DESCRIPTION.
 KV3637'
 KV3637'HEIGHT OF SIGNAL ABOVE STATION MARK - 35 METERS.
 KV3637
 KV3637                          STATION RECOVERY (1933)
 KV3637
 KV3637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV3637'STATION RECOVERED AS DESCRIBED.
 KV3637'
 KV3637'NOT OCCUPIED AT THE TIME OF THESE OBSERVATIONS.
 KV3637
 KV3637                          STATION RECOVERY (1942)
 KV3637
 KV3637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV3637'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 KV3637'CONDITION.  ONE NEW MARK WAS ESTABLISHED, AZIMUTH MARK 1942.  A
 KV3637'COMPLETE NEW DESCRIPTION FOLLOWS-
 KV3637'
 KV3637'THE STATION MARK IS 4.45 MILES BY ROAD SSE OF THE
 KV3637'TOWN OF PIPERSVILLE, IN A PROPERTY LINE BETWEEN A WOODED AREA AND
 KV3637'A CULTIVATED FIELD SW OF A SMALL STONE SCHOOLHOUSE.  IT IS ABOUT 75
 KV3637'YARDS S OF THE CENTER OF A MACADAM ROAD AND 94 FEET SW OF THE SW
 KV3637'CORNER OF THE SCHOOLHOUSE.  IT IS STAMPED GARDEN 1929 AND PROJECTS 6
 KV3637'INCHES.
 KV3637'
 KV3637'REFERENCE MARK NO. 1 IS NNE OF THE STATION, MIDWAY BETWEEN
 KV3637'TWO LARGE ELM TREES, SURROUNDED BY CULTIVATED LAND, AND ABOUT 50
 KV3637'YARDS S OF THE CENTER OF THE MACADAM ROAD.  IT IS STAMPED GARDEN 1929
 KV3637'AND PROJECTS 4 INCHES.
 KV3637'
 KV3637'REFERENCE MARK NO. 2 IS SW OF THE STATION, IN THE PROPERTY
 KV3637'LINE BETWEEN THE WOODED AREA AND THE CULTIVATED FIELD.  IT IS
 KV3637'STAMPED GARDEN NO. 2 1929 AND PROJECTS 4 INCHES.
 KV3637'
 KV3637'THE AZIMUTH MARK IS A STANDARD DISK SET IN CONCRETE, AS DESCRIBED IN
 KV3637'MARK IS ABOUT 0.3 MILE NE OF THE STATION, 1 FOOT
 KV3637'SW OF THE SW SIDE OF THE LARGER OF 3 BARNS, AND 9 FEET SE OF THE NW
 KV3637'CORNER OF THE BARN.  IT IS STAMPED GARDEN 1942 AND PROJECTS 6
 KV3637'INCHES.  TO REACH FROM THE STATION GO EASTERLY ON THE MACADAM ROAD
 KV3637'FOR 0.35 MILE, THEN TURN SHARP RIGHT ON A FARM ROAD (ABOUT 25 YARDS
 KV3637'BEFORE REACHING STATE HIGHWAY 413) AND GO 0.1 MILE TO FARMHOUSE AND
 KV3637'BARNS AND MARK.
 KV3637'
 KV3637'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 611 AND STATE
 KV3637'HIGHWAY 413 IN THE TOWN OF PIPERSVILLE, GO S ON STATE HIGHWAY 413
 KV3637'FOR 4.1 MILES TO THE GARDENVILLE CROSSROADS, TURN RIGHT ON A MACADAM
 KV3637'ROAD AND GO 0.35 MILE TO A SMALL STONE SCHOOLHOUSE ON THE LEFT AND
 KV3637'THE STATION.
 KV3637'
 KV3637'A 50-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT DEUBLER.
 KV3637'A 50-FOOT TOWER
 KV3637'WILL SEE AN 87-FOOT LIGHT AT TARANKO.
 KV3637'A 50-FOOT TOWER WILL SEE A 74-FOOT
 KV3637'LIGHT AT PORTER 1929.
 KV3637'A 64-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT
 KV3637'BUCKINGHAM.
 KV3637'A 77-FOOT TOWER WILL SEE A 12-FOOT LIGHT AT ZIMMERMAN.
 KV3637'A 77-FOOT
 KV3637'TOWER WILL SEE A 60-FOOT LIGHT AT HAYCOCK 2 1929.
 KV3637'A 77-FOOT TOWER WILL SEE AN
 KV3637'87-FOOT LIGHT AT GROSS.
 KV3637'A 90-FOOT TOWER WILL SEE A 10-FOOT LIGHT AT
 KV3637'DOYLESTOWN.
 KV3637'A 90-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT HILLTOWN.
 KV3637
 KV3637                          STATION RECOVERY (1961)
 KV3637
 KV3637'RECOVERY NOTE BY AERO SERVICE CORPORATION 1961 (MH)
 KV3637'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.
 KV3637
 KV3637                          STATION RECOVERY (1996)
 KV3637
 KV3637'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV3637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3137 ***********************************************************************
 JU3137  DESIGNATION -  GARDEN 1962 RM 2
 JU3137  PID         -  JU3137
 JU3137  STATE/COUNTY-  PA/PHILADELPHIA
 JU3137  USGS QUAD   -  PHILADELPHIA (1994)
 JU3137
 JU3137                         *CURRENT SURVEY CONTROL
 JU3137  ___________________________________________________________________
 JU3137* NAD 83(1992)-  39 57 39.06404(N)    075 08 32.19019(W)     ADJUSTED  
 JU3137* NAVD 88     -         9.7    (meters)      32.     (feet)  VERTCON   
 JU3137  ___________________________________________________________________
 JU3137  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 JU3137  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU3137
 JU3137  HORZ ORDER  -  SECOND
 JU3137
 JU3137.The horizontal coordinates were established by classical geodetic methods
 JU3137.and adjusted by the National Geodetic Survey in June 2002..
 JU3137
 JU3137.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3137
 JU3137.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3137
 JU3137.The geoid height was determined by GEOID03.
 JU3137
 JU3137;                    North         East     Units Scale Factor Converg.
 JU3137;SPC PA S     -    72,965.689   822,777.497   MT  0.99999581   +1 41 30.7
 JU3137;SPC PA S     -   239,388.26  2,699,395.84   sFT  0.99999581   +1 41 30.7
 JU3137;SPC NJ       -   125,365.512    95,127.631   MT  0.99993706   -0 24 45.1
 JU3137;SPC NJ       -   411,303.35    312,097.90   sFT  0.99993706   -0 24 45.1
 JU3137;UTM  18      - 4,423,421.781   487,848.509   MT  0.99960182   -0 05 29.0
 JU3137
 JU3137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3137!SPC PA S     -   1.00000365  x   0.99999581  =   0.99999946
 JU3137!SPC NJ       -   1.00000365  x   0.99993706  =   0.99994071
 JU3137!UTM  18      -   1.00000365  x   0.99960182  =   0.99960547
 JU3137
 JU3137|---------------------------------------------------------------------|
 JU3137| PID    Reference Object                     Distance      Geod. Az  |
 JU3137|                                                           dddmmss.s |
 JU3137| JU3139 GARDEN                               90.501 METERS 09448     |
 JU3137| JU3113 CITY HALL 2 EAST ECC 1962           APPROX. 2.0 KM 2432943.1 |
 JU3137|---------------------------------------------------------------------|
 JU3137
 JU3137                          SUPERSEDED SURVEY CONTROL
 JU3137
 JU3137  NAD 83(1996)-  39 57 39.06410(N)    075 08 32.18985(W) AD(       ) 2
 JU3137  NAD 83(1991)-  39 57 39.06237(N)    075 08 32.19136(W) AD(       ) 2
 JU3137  NAD 83(1986)-  39 57 39.05896(N)    075 08 32.19498(W) AD(       ) 2
 JU3137  NAD 27      -  39 57 38.65780(N)    075 08 33.55810(W) AD(       ) 2
 JU3137  NGVD 29 (07/19/86)   10.0    (m)           33.     (f) VERT ANG       
 JU3137
 JU3137.Superseded values are not recommended for survey control.
 JU3137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3137.See file dsdata.txt to determine how the superseded data were derived.
 JU3137
 JU3137_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8784923422(NAD 83)
 JU3137_MARKER: DR = REFERENCE MARK DISK
 JU3137_SETTING: 0 = UNSPECIFIED SETTING
 JU3137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3137
 JU3137  HISTORY     - Date     Condition        Report By
 JU3137  HISTORY     - 1962     MONUMENTED       CGS
 JU3137
 JU3137                          STATION DESCRIPTION
 JU3137
 JU3137'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 JU3137'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF PHILADELPHIA, IN
 JU3137'THE NORTHEAST ANGLE OF THE INTERSECTION SPRING GARDEN
 JU3137'AND AMERICAN STREETS.
 JU3137'
 JU3137'A DESCRIPTION OF A TO REACH THE STATION IS NOT NECESSARY.
 JU3137'
 JU3137'THE STATION MARK, A STANDARD REFERENCE MARK STAMPED GARDEN NO 2 1962,
 JU3137'IS CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE
 JU3137'SIDEWALK FLUSH WITH THE SURFACE OF THE SIDEWALK.  IT IS 39.0 FEET
 JU3137'EAST OF THE CENTERLINE OF AMERICAN STREET, 30.0
 JU3137'FEET NORTH OF THE CENTERLINE OF SPRING GARDEN STREET, 29.3 FEET
 JU3137'NORTH-NORTHWEST OF POWERLINE POLE NO. 52708 AND 13.4
 JU3137'FEET SOUTH OF THE SOUTH SIDE OF A TOY FACTORY, BRICK, BUILDING.
 JU3137'
 JU3137'HEIGHT OF LIGHT ABOVE STATION MARK 2.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0105 ***********************************************************************
 KX0105  DESIGNATION -  GARDNER
 KX0105  PID         -  KX0105
 KX0105  STATE/COUNTY-  PA/CENTRE
 KX0105  USGS QUAD   -  TYRONE (1994)
 KX0105
 KX0105                         *CURRENT SURVEY CONTROL
 KX0105  ___________________________________________________________________
 KX0105* NAD 83(1986)-  40 44 36.     (N)    078 13 46.     (W)     SCALED    
 KX0105* NAVD 88     -       478.614  (meters)    1570.25   (feet)  ADJUSTED  
 KX0105  ___________________________________________________________________
 KX0105  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KX0105  DYNAMIC HT  -         478.363 (meters)    1569.43  (feet)  COMP
 KX0105  MODELED GRAV-     980,085.3   (mgal)                       NAVD 88
 KX0105
 KX0105  VERT ORDER  -  FIRST     CLASS II
 KX0105
 KX0105.The horizontal coordinates were scaled from a topographic map and have
 KX0105.an estimated accuracy of +/- 6 seconds.
 KX0105
 KX0105.The orthometric height was determined by differential leveling
 KX0105.and adjusted by the National Geodetic Survey in June 1991..
 KX0105
 KX0105.The geoid height was determined by GEOID03.
 KX0105
 KX0105.The dynamic height is computed by dividing the NAVD 88
 KX0105.geopotential number by the normal gravity value computed on the
 KX0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0105.degrees latitude (g = 980.6199 gals.).
 KX0105
 KX0105.The modeled gravity was interpolated from observed gravity values.
 KX0105
 KX0105;                    North         East    Units  Estimated Accuracy
 KX0105;SPC PA N     -    64,150.      559,510.      MT  (+/- 180 meters Scaled)
 KX0105
 KX0105                          SUPERSEDED SURVEY CONTROL
 KX0105
 KX0105  NGVD 29 (??/??/92)  478.77   (m)         1570.8    (f) COMPUTED    1 2
 KX0105
 KX0105.Superseded values are not recommended for survey control.
 KX0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0105.See file dsdata.txt to determine how the superseded data were derived.
 KX0105
 KX0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF339139(NAD 83)
 KX0105_MARKER: DB = BENCH MARK DISK
 KX0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0105_STAMPING: GARDNER 1934
 KX0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0105+STABILITY: SURFACE MOTION
 KX0105
 KX0105  HISTORY     - Date     Condition        Report By
 KX0105  HISTORY     - 1934     MONUMENTED       CGS
 KX0105
 KX0105                          STATION DESCRIPTION
 KX0105
 KX0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KX0105'8.1 MI N FROM TYRONE.
 KX0105'8.4 MI. NORTH OF TYRONE DPRR AT GARDNER.  367 FT SOUTH OF
 KX0105'MILEPOST 8 30 FT WEST OF WOODEN HOUSE OWNED BY PRR 60 FT SOUTH
 KX0105'OF SECTION HOUSE.  30 FT SOUTHEAST OF WATER TANK.  16 FT EAST OF
 KX0105'THE CENTERLINE OF TRACK.  A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2294 ***********************************************************************
 KX2294  DESIGNATION -  GARDNER
 KX2294  PID         -  KX2294
 KX2294  STATE/COUNTY-  PA/SOMERSET
 KX2294  USGS QUAD   -  HOOVERSVILLE (1994)
 KX2294
 KX2294                         *CURRENT SURVEY CONTROL
 KX2294  ___________________________________________________________________
 KX2294* NAD 83(1992)-  40 09 30.44485(N)    078 57 38.70112(W)     ADJUSTED  
 KX2294* NAVD 88     -       666.     (meters)    2185.     (feet)  SCALED    
 KX2294  ___________________________________________________________________
 KX2294  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 KX2294  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 KX2294
 KX2294  HORZ ORDER  -  THIRD
 KX2294
 KX2294.The horizontal coordinates were established by classical geodetic methods
 KX2294.and adjusted by the National Geodetic Survey in June 2002..
 KX2294
 KX2294.The orthometric height was scaled from a topographic map.
 KX2294
 KX2294.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2294
 KX2294.The geoid height was determined by GEOID03.
 KX2294
 KX2294;                    North         East     Units Scale Factor Converg.
 KX2294;SPC PA S     -    92,324.292   496,854.817   MT  0.99997244   -0 47 07.9
 KX2294;SPC PA S     -   302,900.61  1,630,097.85   sFT  0.99997244   -0 47 07.9
 KX2294;SPC PA N     -     -,190.646   496,831.904   MT  1.00019581   -0 48 03.5
 KX2294;SPC PA N     -     -,625.48  1,630,022.67   sFT  1.00019581   -0 48 03.5
 KX2294;UTM  17      - 4,447,338.258   673,672.961   MT  0.99997131   +1 18 55.6
 KX2294
 KX2294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2294!SPC PA S     -   0.99990057  x   0.99997244  =   0.99987301
 KX2294!SPC PA N     -   0.99990057  x   1.00019581  =   1.00009636
 KX2294!UTM  17      -   0.99990057  x   0.99997131  =   0.99987188
 KX2294
 KX2294:                Primary Azimuth Mark                     Grid Az
 KX2294:SPC PA S     -  KOONTZ                                   051 37 50.1
 KX2294:SPC PA N     -  KOONTZ                                   051 38 45.7
 KX2294:UTM  17      -  KOONTZ                                   049 31 46.6
 KX2294
 KX2294|---------------------------------------------------------------------|
 KX2294| PID    Reference Object                     Distance      Geod. Az  |
 KX2294|                                                           dddmmss.s |
 KX2294| KX2293 KOONTZ                              APPROX. 2.2 KM 0505042.2 |
 KX2294|---------------------------------------------------------------------|
 KX2294
 KX2294                          SUPERSEDED SURVEY CONTROL
 KX2294
 KX2294  NAD 83(1995)-  40 09 30.45042(N)    078 57 38.70694(W) AD(       ) 3
 KX2294  NAD 83(1986)-  40 09 30.45107(N)    078 57 38.70738(W) AD(       ) 3
 KX2294  NAD 27      -  40 09 30.16713(N)    078 57 39.60878(W) AD(       ) 3
 KX2294
 KX2294.Superseded values are not recommended for survey control.
 KX2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2294.See file dsdata.txt to determine how the superseded data were derived.
 KX2294
 KX2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE7367347338(NAD 83)
 KX2294_MARKER: DD = SURVEY DISK
 KX2294_SETTING: 66 = SET IN ROCK OUTCROP
 KX2294_SP_SET: SET IN ROCK OUTCROP
 KX2294_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX2294+STABILITY: POSITION/ELEVATION WELL
 KX2294
 KX2294  HISTORY     - Date     Condition        Report By
 KX2294  HISTORY     - 1911     MONUMENTED       USGS
 KX2294
 KX2294                          STATION DESCRIPTION
 KX2294
 KX2294'DESCRIBED BY US GEOLOGICAL SURVEY 1911
 KX2294'ABOUT 4.0 MI N. AND W. OF STOYESTOWN AND 2.0 MI S. OF JOHNSTOWN
 KX2294'WATER POWER DAM, ON WELL KNOWN KNOB LOCALLY KNOWN AS GARDNERS KNOB.
 KX2294'THE KNOB HAS TALL TIMBER ON TOP, BUT SIDES ARE CLEARED.  THE LAND ON
 KX2294'WHICH STATION IS SITUATED IS OWNED BY JOHNSTOWN POWER COMPANY.
 KX2294'
 KX2294'STATION MARK, A DISK SET IN SOLID ROCK.
 KX2294'
 KX2294'SIGNAL, A FLAG IN TREE 80 FT HIGH.
 KX2294'
 KX2294'REFERENCE MARKS, A CROSS CUT IN SOLID ROCK DUE S., DISTANT 11.6 FT,
 KX2294'ANOTHER CROSS CUT IN SOLID ROCK BEARS N. 50 DEG. E. (TRUE),
 KX2294'DISTANT 8 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU4043 ***********************************************************************
 JU4043  CBN         -  This is a Cooperative Base Network Control Station.
 JU4043  DESIGNATION -  GARDPORT
 JU4043  PID         -  JU4043
 JU4043  STATE/COUNTY-  PA/CHESTER
 JU4043  USGS QUAD   -  WEST GROVE (1973)
 JU4043
 JU4043                         *CURRENT SURVEY CONTROL
 JU4043  ___________________________________________________________________
 JU4043* NAD 83(1992)-  39 49 58.32244(N)    075 45 56.53493(W)     ADJUSTED  
 JU4043* NAVD 88     -       133.7    (meters)     439.     (feet)  GPS OBS   
 JU4043  ___________________________________________________________________
 JU4043  X           -   1,206,003.194 (meters)                     COMP
 JU4043  Y           -  -4,754,110.260 (meters)                     COMP
 JU4043  Z           -   4,063,816.947 (meters)                     COMP
 JU4043  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 JU4043  ELLIP HEIGHT-         100.58  (meters)          (03/28/01) GPS OBS
 JU4043  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 JU4043
 JU4043  HORZ ORDER  -  A
 JU4043  ELLP ORDER  -  THIRD     CLASS II
 JU4043
 JU4043.The horizontal coordinates were established by GPS observations
 JU4043.and adjusted by the National Geodetic Survey in March 2001..
 JU4043
 JU4043.The orthometric height was determined by GPS observations and a
 JU4043.high-resolution geoid model.
 JU4043
 JU4043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4043
 JU4043.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4043
 JU4043.The ellipsoidal height was determined by GPS observations
 JU4043.and is referenced to NAD 83.
 JU4043
 JU4043.The geoid height was determined by GEOID03.
 JU4043
 JU4043;                    North         East     Units Scale Factor Converg.
 JU4043;SPC PA S     -    57,374.074   769,847.701   MT  1.00001723   +1 17 14.6
 JU4043;SPC PA S     -   188,234.77  2,525,742.00   sFT  1.00001723   +1 17 14.6
 JU4043;SPC DE       -   203,531.044   170,121.920   MT  1.00000599   -0 13 24.9
 JU4043;SPC DE       -   667,751.43    558,141.67   sFT  1.00000599   -0 13 24.9
 JU4043;UTM  18      - 4,409,487.842   434,480.299   MT  0.99965285   -0 29 25.8
 JU4043
 JU4043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4043!SPC PA S     -   0.99998422  x   1.00001723  =   1.00000145
 JU4043!SPC DE       -   0.99998422  x   1.00000599  =   0.99999021
 JU4043!UTM  18      -   0.99998422  x   0.99965285  =   0.99963708
 JU4043
 JU4043:                Primary Azimuth Mark                     Grid Az
 JU4043:SPC PA S     -  GARDPORT AZ MK                           229 17 47.4
 JU4043:SPC DE       -  GARDPORT AZ MK                           230 48 26.9
 JU4043:UTM  18      -  GARDPORT AZ MK                           231 04 27.8
 JU4043
 JU4043|---------------------------------------------------------------------|
 JU4043| PID    Reference Object                     Distance      Geod. Az  |
 JU4043|                                                           dddmmss.s |
 JU4043| JU4044 GARDPORT AZ MK                      APPROX. 0.9 KM 2303502.0 |
 JU4043|---------------------------------------------------------------------|
 JU4043
 JU4043                          SUPERSEDED SURVEY CONTROL
 JU4043
 JU4043  NAD 83(1991)-  39 49 58.32071(N)    075 45 56.54022(W) AD(       ) 3
 JU4043  ELLIP H (01/27/92)  100.67   (m)                       GP(       ) 4 1
 JU4043  NAD 83(1986)-  39 49 58.31476(N)    075 45 56.54527(W) AD(       ) 3
 JU4043  NGVD 29 (09/11/89)  134.2    (m)          440.     (f) GPS OBS        
 JU4043
 JU4043.Superseded values are not recommended for survey control.
 JU4043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4043.See file dsdata.txt to determine how the superseded data were derived.
 JU4043
 JU4043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK3448009488(NAD 83)
 JU4043_MARKER: DH = HORIZONTAL CONTROL DISK
 JU4043_SETTING: 66 = SET IN ROCK OUTCROP
 JU4043_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JU4043_STAMPING: GARDPORT 1988
 JU4043_MARK LOGO: NGS   
 JU4043_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4043_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU4043+STABILITY: POSITION/ELEVATION WELL
 JU4043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4043+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2000
 JU4043
 JU4043  HISTORY     - Date     Condition        Report By
 JU4043  HISTORY     - 1988     MONUMENTED       NGS
 JU4043  HISTORY     - 19890124 GOOD
 JU4043  HISTORY     - 20000420 GOOD             PADT
 JU4043  HISTORY     - 20000926 GOOD             PADT
 JU4043  HISTORY     - 20001030 GOOD             PADT
 JU4043
 JU4043                          STATION DESCRIPTION
 JU4043
 JU4043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 JU4043'THE STATION IS LOCATED ABOUT 1.8 KM (1.10 MI) EAST OF AVONDALE, 0.6 KM
 JU4043'(0.35 MI) WEST OF TOUGHKENAMON, AT THE TOUGHKENAMON-NEW GARDEN
 JU4043'AIRPORT, NEAR THE NORTHEAST END OF AND ON THE SOUTHEAST SIDE OF THE
 JU4043'SINGLE ASPHALT RUNWAY, IN TOP OF A FLUSH EXPOSURE OF OUTCROP 18.0
 JU4043'METERS EAST-NORTHEAST OF THE HIGHEST POINT OF A LOW ROUNDED HILL.
 JU4043'OWNERSHIP--ALEXIS I. DUPONT, P.O. BOX 481, TOUGHKENAMON PA 19374.
 JU4043'PHONE 215-268-8988 OR 2048.
 JU4043'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 JU4043'HIGHWAY 41, ABOUT 2.2 KM (1.35 MI) SOUTHEAST OF CHATHAM , GO EAST FOR
 JU4043'2.9 KM (1.80 MI) ON HIGHWAY 1 TO THE TOUGHKENAMON EXIT.  TAKE THE EXIT
 JU4043'AND TURN RIGHT AND GO SOUTH FOR 1.1 KM (0.70 MI) ON THE TOUGHKENAMON
 JU4043'ROAD TO A GRAVEL SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST FOR
 JU4043'0.4 KM (0.25 MI) ON THE GRAVEL AIRPORT ENTRANCE ROAD TO A PAVED SIDE
 JU4043'ROAD AND A GATE ON THE LEFT.  TURN LEFT PASSING THROUGH THE GATE AND
 JU4043'GO SOUTHWEST FOR 0.2 KM (0.10 MI) ON THE PAVED ROAD AND APRON BETWEEN
 JU4043'HANGARS TO THE AIRPORT OFFICE ON THE RIGHT AND THE JUNCTION OF THE
 JU4043'CONNECTING TAXIWAY AND THE PARALLEL TAXIWAY.  TURN LEFT AND GO
 JU4043'SOUTHEAST FOR 0.1 KM (0.05 MI) ON THE CONNECTING TAXIWAY AND ACROSS
 JU4043'THE NORTHEAST END OF THE RUNWAY TO THE GRASS AREA ON THE SOUTHEAST
 JU4043'SIDE OF THE RUNWAY.  BEAR RIGHT AND GO SOUTH FOR 0.1 KM (0.05 MI) ON
 JU4043'THE GRASS TO THE STATION ON TOP OF THE LOW HILL.
 JU4043'THE STATION IS A STANDARD NGS DISK SET INTO A DRILL HOLE IN THE TOP
 JU4043'CENTER OF A 0.8 BY 1.6 METER EXPOSURE OF OUTCROP FLUSH WITH THE
 JU4043'GROUND, ABOUT 1.5 METERS ABOVE THE RUNWAY AND 0.3 METER BELOW THE
 JU4043'HIGHEST POINT OF THE HILL.  LOCATED 140.7 M (461.6 FT) SOUTH-SOUTHWEST
 JU4043'FROM THE EAST CORNER OF THE ASPHALT RUNWAY, 54.8 M (179.8 FT)
 JU4043'SOUTHEAST FROM THE CENTER OF THE RUNWAY, 45.5 M (149.3 FT)
 JU4043'SOUTH-SOUTHWEST FROM THE MOST SOUTHEAST ONE OF THREE RED GRASS RUNWAY
 JU4043'END LIGHTS, 30.0 M (98.4 FT) EAST-SOUTHEAST FROM THE FIRST WHITE
 JU4043'RUNWAY LIGHT ON THE SOUTHEAST SIDE OF THE RUNWAY FROM THE NORTHEAST
 JU4043'END OF THE RUNWAY, AND 0.6 M (2.0 FT) NORTHEAST FROM A FIBERGLASS
 JU4043'WITNESS POST.
 JU4043'DESCRIBED BY C.L. SMITH, TYPED BY G.A. MEANS.
 JU4043
 JU4043                          STATION RECOVERY (1989)
 JU4043
 JU4043'RECOVERED 1989
 JU4043'RECOVERED IN GOOD CONDITION.
 JU4043
 JU4043                          STATION RECOVERY (2000)
 JU4043
 JU4043'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (SD)
 JU4043'THE STATION IS LOCATED AT THE NEW GARDEN AIRPORT, 1.1 MI (1.8 KM)
 JU4043'EAST OF AVONDALE, NEAR NORTHEAST END OF THE SOUTHEAST SIDE OF
 JU4043'THE SINGLE ASPHALT RUNWAY.
 JU4043' 
 JU4043'TO REACH THE STATION FROM THE INTERSECTION OF US ROUTE 1 AND
 JU4043'STATE ROUTE 41, PROCEED EAST ON US ROUTE 1 FOR 1.0 MI (1.6 KM) TO THE
 JU4043'TOUGHKENAMON EXIT.  TURN RIGHT AND PROCEED SOUTH FOR 0.7 MI (1.1
 JU4043'KM) TO THE AIRPORT ON THE RIGHT.  TURN RIGHT AND PROCEED WEST FOR
 JU4043'0.25 MI (0.4 KM) TO A SIDE ROAD LEFT (DO NOT ENTER SIGN).  TURN LEFT
 JU4043'ONTO ROAD AND PROCEED SOUTHWEST FOR 0.1 MI (0.2 KM) TO AIRPORT
 JU4043'OFFICE AT THE END OF THE HANGARS.  PROCEED SOUTHEAST FOR 0.05 MI
 JU4043'(0.08 KM) ON TAXIWAY ACROSS THE NORTHEAST END OF THE RUNWAY AND
 JU4043'PROCEED 0.05 MI (0.08 KM) TO THE TOP OF THE HILL AND THE STATION.
 JU4043' 
 JU4043'THE STATION IS A STATNDARD NGS DISK SET INTO A DRILL HOLE IN THE TOP
 JU4043'CENTER OF A ROCK OUTCROPPING, FLUSH WITH THE GROUND, ABOUT 5 FT
 JU4043'(1.5 M) ABOVE THE RUNWAY AND 1 FT (0.3 M) BELOW THE TOP OF THE HILL.
 JU4043'IT IS 461.6 FT (140.7 M) SOUTH-SOUTHWEST FROM THE EAST CORNER OF THE
 JU4043'RUNWAY, 179.8 FT (54.8 M) SOUTHEAST OF THE RUNWAY CENTERLINE, 149.3
 JU4043'FT (45.5 M) SOUTH-SOUTHWESTOF THE MOST SOUTHEASTERN RED RUNWAY
 JU4043'END LIGHT, AND 98.4 FT (30.0 M) EAST-SOUTHEAST OF THE FIRST WHITE
 JU4043'RUNWAY LIGHT OF THE SOUTHEAST SIDE FROM THE NORTHEAST END OF
 JU4043'THE RUNWAY.
 JU4043' 
 JU4043' 
 JU4043'
 JU4043
 JU4043                          STATION RECOVERY (2000)
 JU4043
 JU4043'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (CLH)
 JU4043'RECOVERED AS DESCRIBED EXCEPT THE MILEAGE FROM THE JUNCTION OF
 JU4043'US HIGHWAY 1 AND STATE HIGHWAY 41 TO THE TOUGHKENAMON EXIT WAS
 JU4043'REPORTED AS 1.8 MI.
 JU4043'
 JU4043
 JU4043                          STATION RECOVERY (2000)
 JU4043
 JU4043'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (SD)
 JU4043'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU4044 ***********************************************************************
 JU4044  DESIGNATION -  GARDPORT AZ MK
 JU4044  PID         -  JU4044
 JU4044  STATE/COUNTY-  PA/CHESTER
 JU4044  USGS QUAD   -  WEST GROVE (1973)
 JU4044
 JU4044                         *CURRENT SURVEY CONTROL
 JU4044  ___________________________________________________________________
 JU4044* NAD 83(1992)-  39 49 39.41317(N)    075 46 26.37310(W)     ADJUSTED  
 JU4044* NAVD 88     -       131.9    (meters)     433.     (feet)  VERTCON   
 JU4044  ___________________________________________________________________
 JU4044  X           -   1,205,406.898 (meters)                     COMP
 JU4044  Y           -  -4,754,645.362 (meters)                     COMP
 JU4044  Z           -   4,063,367.863 (meters)                     COMP
 JU4044  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 JU4044  ELLIP HEIGHT-          98.69  (meters)          (06/21/02) GPS OBS
 JU4044  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 JU4044
 JU4044  HORZ ORDER  -  THIRD
 JU4044  ELLP ORDER  -  FOURTH    CLASS I
 JU4044
 JU4044.The horizontal coordinates were established by GPS observations
 JU4044.and adjusted by the National Geodetic Survey in June 2002..
 JU4044
 JU4044.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4044
 JU4044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4044
 JU4044.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4044
 JU4044.The ellipsoidal height was determined by GPS observations
 JU4044.and is referenced to NAD 83.
 JU4044
 JU4044.The geoid height was determined by GEOID03.
 JU4044
 JU4044;                    North         East     Units Scale Factor Converg.
 JU4044;SPC PA S     -    56,775.102   769,151.416   MT  1.00001821   +1 16 55.3
 JU4044;SPC PA S     -   186,269.65  2,523,457.60   sFT  1.00001821   +1 16 55.3
 JU4044;SPC DE       -   202,950.645   169,410.092   MT  1.00000652   -0 13 43.9
 JU4044;SPC DE       -   665,847.24    555,806.28   sFT  1.00000652   -0 13 43.9
 JU4044;UTM  18      - 4,408,910.969   433,766.028   MT  0.99965401   -0 29 44.7
 JU4044
 JU4044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4044!SPC PA S     -   0.99998452  x   1.00001821  =   1.00000273
 JU4044!SPC DE       -   0.99998452  x   1.00000652  =   0.99999104
 JU4044!UTM  18      -   0.99998452  x   0.99965401  =   0.99963853
 JU4044
 JU4044:                Primary Azimuth Mark                     Grid Az
 JU4044:SPC PA S     -  GARDPORT                                 049 17 47.6
 JU4044:SPC DE       -  GARDPORT                                 050 48 26.8
 JU4044:UTM  18      -  GARDPORT                                 051 04 27.6
 JU4044
 JU4044|---------------------------------------------------------------------|
 JU4044| PID    Reference Object                     Distance      Geod. Az  |
 JU4044|                                                           dddmmss.s |
 JU4044| JU4043 GARDPORT                            APPROX. 0.9 KM 0503442.9 |
 JU4044|---------------------------------------------------------------------|
 JU4044
 JU4044                          SUPERSEDED SURVEY CONTROL
 JU4044
 JU4044  NAD 83(1991)-  39 49 39.41458(N)    075 46 26.37846(W) AD(       ) 3
 JU4044  ELLIP H (01/27/92)   98.66   (m)                       GP(       ) 4 1
 JU4044  NAD 83(1986)-  39 49 39.40737(N)    075 46 26.38351(W) AD(       ) 3
 JU4044  NGVD 29 (09/11/89)  132.2    (m)          434.     (f) GPS OBS        
 JU4044
 JU4044.Superseded values are not recommended for survey control.
 JU4044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4044.See file dsdata.txt to determine how the superseded data were derived.
 JU4044
 JU4044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK3376608911(NAD 83)
 JU4044_MARKER: DZ = AZIMUTH MARK DISK
 JU4044_SETTING: 66 = SET IN ROCK OUTCROP
 JU4044_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JU4044_STAMPING: GARDPORT 1988
 JU4044_MARK LOGO: NGS   
 JU4044_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU4044+STABILITY: POSITION/ELEVATION WELL
 JU4044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4044+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1989
 JU4044
 JU4044  HISTORY     - Date     Condition        Report By
 JU4044  HISTORY     - 1988     MONUMENTED       NGS
 JU4044  HISTORY     - 19890124 GOOD
 JU4044
 JU4044                          STATION DESCRIPTION
 JU4044
 JU4044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 JU4044'THE STATION IS LOCATED ABOUT 1.3 KM (0.80 MI) EAST OF AVONDALE, 1.1 KM
 JU4044'(0.70 MI) WEST OF TOUGHKENAMON, AT THE TOUGHKENAMON-NEW GARDEN
 JU4044'AIRPORT, NEAR THE SOUTHWEST END OF AND ON THE NORTHWEST SIDE OF THE
 JU4044'SINGLE ASPHALT RUNWAY, IN TOP OF AN EXPOSED RIDGE OF OUTCROP.
 JU4044'OWNERSHIP--ALEXIS I. DUPONT, P.O. BOX 481, TOUGHKENAMON PA 19374.
 JU4044'PHONE 215-268-8988 OR 2048.
 JU4044'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 JU4044'HIGHWAY 41, ABOUT 2.2 KM (1.35 MI) SOUTHEAST OF CHATHAM, GO EAST FOR
 JU4044'2.9 KM (1.80 MI) ON HIGHWAY 1 TO THE TOUGHKENAMON EXIT.  TAKE THE EXIT
 JU4044'AND TURN RIGHT AND GO SOUTH FOR 1.1 KM (0.70 MI) ON TOUGHKENAMON ROAD
 JU4044'TO A GRAVEL SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 0.4 KM
 JU4044'(0.25 MI) ON THE GRAVEL AIRPORT ENTRANCE ROAD TO A PAVED SIDE ROAD AND
 JU4044'A GATE ON THE LEFT.  TURN LEFT PASSING THROUGH THE GATE AND GO
 JU4044'SOUTHWEST FOR 0.2 KM (0.10 MI) ON THE PAVED ROAD AND APRON TO THE
 JU4044'AIRPORT OFFICE ON THE RIGHT AND THE JUNCTION OF THE CONNECTING TAXIWAY
 JU4044'AND THE PARALLEL TAXIWAY.  CONTINUE AHEAD AND GO SOUTHWEST FOR 0.4 KM
 JU4044'(0.25 MI) ON THE PARALLEL TAXIWAY TO THE RUNWAY.  TURN RIGHT AND GO
 JU4044'SOUTHWEST FOR 0.6 KM (0.35 MI) ON THE RUNWAY TO THE STATION ON THE
 JU4044'RIGHT JUST BEFORE REACHING THE ASPHALT AIRPLANE TURN-AROUND AT THE
 JU4044'SOUTHWEST END OF THE RUNWAY.
 JU4044'THE STATION IS A STANDARD NGS DISK SET INTO A DRILL HOLE IN THE TOP OF
 JU4044'THE NORTHEAST END OF AN EXPOSED 0.4 BY 4.4 METER RIDGE OF OUTCROP
 JU4044'PROJECTING 3 CM ABOVE GROUND.  LOCATED 79.8 M (261.8 FT)
 JU4044'NORTH-NORTHEAST FROM THE WEST CORNER OF THE ASPHALT RUNWAY, 36.1 M
 JU4044'(118.4 FT) NORTHEAST FROM THE NORTH CORNER OF AND IN LINE WITH THE
 JU4044'NORTHWEST EDGE OF THE ASPHALT AIRPLANE TURN-AROUND, 23.2 M (76.1 FT)
 JU4044'NORTHWEST FROM THE CENTER OF THE RUNWAY, AND 11.5 M (37.7 FT)
 JU4044'NORTH-NORTHWEST FROM THE FIRST WHITE RUNWAY LIGHT ON THE NORTHWEST
 JU4044'SIDE OF THE RUNWAY FROM THE SOUTHWEST END OF THE RUNWAY.
 JU4044'DESCRIBED BY C.L. SMITH, TYPED BY G.A. MEANS.
 JU4044
 JU4044                          STATION RECOVERY (1989)
 JU4044
 JU4044'RECOVERED 1989
 JU4044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5913 ***********************************************************************
 KV5913  DESIGNATION -  GARFIELD
 KV5913  PID         -  KV5913
 KV5913  STATE/COUNTY-  PA/MONTGOMERY
 KV5913  USGS QUAD   -  LANSDALE (1983)
 KV5913
 KV5913                         *CURRENT SURVEY CONTROL
 KV5913  ___________________________________________________________________
 KV5913* NAD 83(1992)-  40 12 48.39159(N)    075 18 42.62372(W)     ADJUSTED  
 KV5913* NAVD 88     -       104.9    (meters)     344.     (feet)  VERTCON   
 KV5913  ___________________________________________________________________
 KV5913  X           -   1,236,727.887 (meters)                     COMP
 KV5913  Y           -  -4,718,098.261 (meters)                     COMP
 KV5913  Z           -   4,096,158.091 (meters)                     COMP
 KV5913  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 KV5913  ELLIP HEIGHT-          70.87  (meters)          (06/21/02) GPS OBS
 KV5913  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KV5913
 KV5913  HORZ ORDER  -  SECOND
 KV5913  ELLP ORDER  -  FOURTH    CLASS I
 KV5913
 KV5913.The horizontal coordinates were established by GPS observations
 KV5913.and adjusted by the National Geodetic Survey in June 2002..
 KV5913
 KV5913.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5913
 KV5913.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5913
 KV5913.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5913
 KV5913.The ellipsoidal height was determined by GPS observations
 KV5913.and is referenced to NAD 83.
 KV5913
 KV5913.The geoid height was determined by GEOID03.
 KV5913
 KV5913;                    North         East     Units Scale Factor Converg.
 KV5913;SPC PA S     -   100,587.372   807,521.187   MT  0.99996803   +1 34 54.7
 KV5913;SPC PA S     -   330,010.40  2,649,342.43   sFT  0.99996803   +1 34 54.7
 KV5913;UTM  18      - 4,451,494.265   473,464.480   MT  0.99960867   -0 12 04.8
 KV5913
 KV5913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5913!SPC PA S     -   0.99998888  x   0.99996803  =   0.99995691
 KV5913!UTM  18      -   0.99998888  x   0.99960867  =   0.99959756
 KV5913
 KV5913|---------------------------------------------------------------------|
 KV5913| PID    Reference Object                     Distance      Geod. Az  |
 KV5913|                                                           dddmmss.s |
 KV5913| CS3463 GARFIELD RM 1                         7.190 METERS 20359     |
 KV5913| CS3464 GARFIELD RM 2                        22.778 METERS 29044     |
 KV5913| KV6114 GARFIELD AZ MK                      470.876 METERS 3073148.4 |
 KV5913| CS3542 WNPV ANTENNA RADIO                                 3521102.4 |
 KV5913|---------------------------------------------------------------------|
 KV5913
 KV5913                          SUPERSEDED SURVEY CONTROL
 KV5913
 KV5913  NAD 83(1996)-  40 12 48.39031(N)    075 18 42.62335(W) AD(       ) 2
 KV5913  NAD 83(1991)-  40 12 48.38804(N)    075 18 42.62619(W) AD(       ) 2
 KV5913  ELLIP H (01/27/92)   71.11   (m)                       GP(       ) 4 1
 KV5913  NAD 83(1986)-  40 12 48.38642(N)    075 18 42.62585(W) AD(       ) 2
 KV5913  NGVD 29 (07/14/89)  105.2    (m)          345.     (f) GPS OBS        
 KV5913
 KV5913.Superseded values are not recommended for survey control.
 KV5913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5913.See file dsdata.txt to determine how the superseded data were derived.
 KV5913
 KV5913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7346451494(NAD 83)
 KV5913_MARKER: DH = HORIZONTAL CONTROL DISK
 KV5913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV5913_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KV5913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5913+STABILITY: SURFACE MOTION
 KV5913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5913+SATELLITE: SATELLITE OBSERVATIONS - 1984
 KV5913
 KV5913  HISTORY     - Date     Condition        Report By
 KV5913  HISTORY     - 1984     MONUMENTED       PADT
 KV5913  HISTORY     - 19961109 MARK NOT FOUND   USPSQD
 KV5913
 KV5913                          STATION DESCRIPTION
 KV5913
 KV5913'DESCRIBED BY PA DEPT OF TRANSP 1984 (RBG)
 KV5913'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 KV5913'SOUTHWEST OF LANSDALE,
 KV5913'3.2 KM (2.0 MI) NORTHWEST OF NORTH WALES,
 KV5913'AND 1.6 KM (1.0 MI) NORTHWEST OF WEST POINT
 KV5913'IN UPPER GWYNEDD TOWNSHIP IN THE SOUTHWEST CORNER OF THE GARFIELD
 KV5913'AVENUE PLAYGROUND.
 KV5913'OWNERSHIP--GWYNEDD TOWNSHIP
 KV5913'
 KV5913'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND BROAD
 KV5913'STREET IN LANSDALE, GO SOUTHWEST FOR 4 KM (2.5 MI) ON BROAD STREET
 KV5913'TO GARFIELD AVENUE,
 KV5913'TURN RIGHT AND GO NORTHWEST FOR 60.9 METERS (200.0 FT) ON GARFIELD
 KV5913'AVENUE TO THE PLAYGROUND AND THE STATION ON THE RIGHT.
 KV5913'
 KV5913'THE STATION IS A STANDARD PADT DISK
 KV5913'STAMPED---GARFIELD 1984---,
 KV5913'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5913'30 CM IN DIAMETER FLUSH WITH THE GROUND.  LOCATED
 KV5913'11.88 METERS (39.0 FT) NORTHEAST FROM THE CENTER OF GARFIELD AVENUE,
 KV5913'7.38 METERS (24.2 FT) NORTH-NORTHEAST FROM THE EAST END OF THE NORTH
 KV5913'CURB OF GARFIELD AVENUE,
 KV5913'3.35 METERS (11.0 FT) NORTH-NORTHEAST FROM THE EAST END OF A
 KV5913'CHAIN LINK FENCE AND
 KV5913'2.50 METERS (8.2 FT) NORTHEAST FROM THE CHAIN LINK FENCE.
 KV5913'THE UNDERGROUND MARK IS A STANDARD PADT DISK
 KV5913'STAMPED---GARFIELD 1984---,
 KV5913'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 KV5913'
 KV5913'REFERENCE MARK NO. 1 IS A STANDARD PADT DISK
 KV5913'STAMPED---GARFIELD NO.1 1984---,
 KV5913'SET INTO THE TOP OF CONCRETE CURB ON THE NORTH SIDE OF GARFIELD
 KV5913'AVENUE, NEAR THE EAST END OF CURBING. LOCATED
 KV5913'4.94 METERS (16.2 FT) NORTHEAST FROM THE CENTER OF GARFIELD AVENUE,
 KV5913'4.51 METERS (14.8 FT) NORTHWEST FROM THE EAST END OF THE CHAIN LINK
 KV5913'FENCE AND
 KV5913'0.40 METERS (1.3 FT) NORTH-NORTHWEST FROM THE EAST END OF THE NORTH
 KV5913'CURB OF GARFIELD AVENUE.
 KV5913'MARK IS 0.15 METERS BELOW THE STATION.
 KV5913'
 KV5913'REFERENCE MARK NO. 2 IS A STANDARD PADT DISK
 KV5913'STAMPED---GARFIELD NO.2 1984---,
 KV5913'SET INTO THE TOP OF CONCRETE CURB ON THE NORTH SIDE OF GARFIELD
 KV5913'AVENUE. LOCATED
 KV5913'23.90 METERS (78.4 FT) NORTHWEST FROM THE EAST END OF THE NORTH
 KV5913'CURB OF GARFIELD AVENUE,
 KV5913'4.94 METERS (16.2 FT) NORTHEAST FROM THE CENTER OF GARFIELD AVENUE
 KV5913'AND 4.45 METERS (14.6 FT) SOUTHWEST FROM A CHAIN LINK FENCE.
 KV5913'MARK IS 0.61 METERS BELOW THE STATION.
 KV5913'
 KV5913'AZIMUTH MARK NO. 1 IS A STANDARD PADT DISK
 KV5913'STAMPED---GARFIELD 1984---,
 KV5913'SET INTO THE TOP OF CONCRETE STREET CURB AT THE NORTHEAST CORNER OF
 KV5913'GARFIELD AVENUE AND STUEBEN DRIVE, AND NEAR A CATCH BASIN.
 KV5913'LOCATED
 KV5913'11.67 METERS (38.3 FT) NORTHWEST FROM THE CENTER OF STUEBEN DRIVE,
 KV5913'5.21 METERS (17.1 FT) NORTHEAST FROM THE CENTER OF GARFIELD AVENUE,
 KV5913'AND 0.49 METERS (1.60 FT) SOUTHEAST FROM THE CORNER OF A CATCH BASIN.
 KV5913'TO REACH THE AZIMUTH FROM THE STATION,
 KV5913'GO NORTHWEST FOR .48 KM (.3 MI) ON GARFIELD ROAD TO STUEBEN DRIVE
 KV5913'AND THE MARK.
 KV5913'
 KV5913'THE WNPV MAST IS INTENDED FOR USE AS A SECONDARY AZIMUTH MARK.
 KV5913'DESCRIBED BY R. B. GROSSER.
 KV5913
 KV5913                          STATION RECOVERY (1996)
 KV5913
 KV5913'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV5913'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6114 ***********************************************************************
 KV6114  DESIGNATION -  GARFIELD AZ MK
 KV6114  PID         -  KV6114
 KV6114  STATE/COUNTY-  PA/MONTGOMERY
 KV6114  USGS QUAD   -  LANSDALE (1983)
 KV6114
 KV6114                         *CURRENT SURVEY CONTROL
 KV6114  ___________________________________________________________________
 KV6114* NAD 83(1992)-  40 12 57.69121(N)    075 18 58.41612(W)     ADJUSTED  
 KV6114* NAVD 88     -       102.     (meters)     335.     (feet)  VERTCON   
 KV6114  ___________________________________________________________________
 KV6114  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 KV6114  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KV6114
 KV6114  HORZ ORDER  -  THIRD
 KV6114
 KV6114.The horizontal coordinates were established by classical geodetic methods
 KV6114.and adjusted by the National Geodetic Survey in June 2002..
 KV6114.No horizontal observational check was made to the station.
 KV6114
 KV6114.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6114
 KV6114.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6114
 KV6114.The geoid height was determined by GEOID03.
 KV6114
 KV6114;                    North         East     Units Scale Factor Converg.
 KV6114;SPC PA S     -   100,863.793   807,140.002   MT  0.99996784   +1 34 44.5
 KV6114;SPC PA S     -   330,917.29  2,648,091.82   sFT  0.99996784   +1 34 44.5
 KV6114;UTM  18      - 4,451,782.311   473,092.215   MT  0.99960891   -0 12 15.0
 KV6114
 KV6114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6114!SPC PA S     -   0.99998928  x   0.99996784  =   0.99995712
 KV6114!UTM  18      -   0.99998928  x   0.99960891  =   0.99959819
 KV6114
 KV6114                          SUPERSEDED SURVEY CONTROL
 KV6114
 KV6114  NAD 83(1996)-  40 12 57.68993(N)    075 18 58.41576(W) AD(       ) 3
 KV6114  NAD 83(1991)-  40 12 57.68768(N)    075 18 58.41860(W) AD(       ) 3
 KV6114  NAD 83(1986)-  40 12 57.68588(N)    075 18 58.41847(W) AD(       ) 3
 KV6114  NGVD 29 (02/23/90)  103.     (m)          338.     (f) VERT ANG       
 KV6114
 KV6114.Superseded values are not recommended for survey control.
 KV6114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6114.See file dsdata.txt to determine how the superseded data were derived.
 KV6114
 KV6114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7309251782(NAD 83)
 KV6114_MARKER: DZ = AZIMUTH MARK DISK
 KV6114_SETTING: 0 = UNSPECIFIED SETTING
 KV6114_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6114
 KV6114  HISTORY     - Date     Condition        Report By
 KV6114  HISTORY     - 1984     MONUMENTED       PADT
 KV6114  HISTORY     - 19961109 GOOD             USPSQD
 KV6114
 KV6114                          STATION DESCRIPTION
 KV6114
 KV6114'DESCRIBED BY PA DEPT OF TRANSP 1984 (RBG)
 KV6114'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 KV6114'SOUTHWEST OF LANSDALE,
 KV6114'3.2 KM (2.0 MI) NORTHWEST OF NORTH WALES, AND
 KV6114'1.6 KM (1.0 MI) NORTHWEST OF WEST POINT, IN UPPER GWYNEDD TOWNSHIP,
 KV6114'AT THE NORTHEAST CORNER OF GARFIELD AVENUE AND STUEBEN DRIVE.
 KV6114'OWNERSHIP--PADT
 KV6114'
 KV6114'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND BROAD
 KV6114'STREET IN LANSDALE, GO SOUTHWEST FOR 4.0 KM (2.5 MI) ON BROAD
 KV6114'STREET TO GARFIELD AVENUE,
 KV6114'TURN RIGHT AND GO NORTHWEST FOR 0.48 KM (0.3 MI) ON GARFIELD AVENUE
 KV6114'TO STUEBEN DRIVE AND THE STATION ON THE RIGHT.
 KV6114'
 KV6114'THE STATION IS A STANDARD PADT DISK
 KV6114'STAMPED---GARFIELD 1984---,
 KV6114'SET INTO THE TOP OF CONCRETE STREET CURB AT THE NORTHEAST CORNER OF
 KV6114'THE INTERSECTION OF
 KV6114'GARFIELD AVENUE AND STUEBEN DRIVE, AND NEAR A CATCH BASIN.
 KV6114'LOCATED
 KV6114'11.67 METERS (38.3 FT) NORTHWEST FROM THE CENTER OF STUEBEN DRIVE,
 KV6114'5.21 METERS (17.1 FT) NORTHEAST FROM THE CENTER OF GARFIELD AVENUE,
 KV6114'AND
 KV6114'0.49 METERS (1.60 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 KV6114'CATCH BASIN.
 KV6114'
 KV6114'DESCRIBED BY R. B. GROSSER.
 KV6114
 KV6114                          STATION RECOVERY (1996)
 KV6114
 KV6114'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV6114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0138 ***********************************************************************
 JW0138  DESIGNATION -  GARLAND
 JW0138  PID         -  JW0138
 JW0138  STATE/COUNTY-  PA/FULTON
 JW0138  USGS QUAD   -  BREEZEWOOD (1982)
 JW0138
 JW0138                         *CURRENT SURVEY CONTROL
 JW0138  ___________________________________________________________________
 JW0138* NAD 83(1992)-  39 56 29.15002(N)    078 14 09.50189(W)     ADJUSTED  
 JW0138* NAVD 88     -       386.543  (meters)    1268.18   (feet)  ADJUSTED  
 JW0138  ___________________________________________________________________
 JW0138  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 JW0138  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JW0138  DYNAMIC HT  -         386.315 (meters)    1267.44  (feet)  COMP
 JW0138  MODELED GRAV-     980,025.0   (mgal)                       NAVD 88
 JW0138
 JW0138  HORZ ORDER  -  SECOND
 JW0138  VERT ORDER  -  SECOND    CLASS 0
 JW0138
 JW0138.The horizontal coordinates were established by classical geodetic methods
 JW0138.and adjusted by the National Geodetic Survey in June 2002..
 JW0138
 JW0138.The orthometric height was determined by differential leveling
 JW0138.and adjusted by the National Geodetic Survey in June 1991..
 JW0138
 JW0138.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW0138
 JW0138.The geoid height was determined by GEOID03.
 JW0138
 JW0138.The dynamic height is computed by dividing the NAVD 88
 JW0138.geopotential number by the normal gravity value computed on the
 JW0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0138.degrees latitude (g = 980.6199 gals.).
 JW0138
 JW0138.The modeled gravity was interpolated from observed gravity values.
 JW0138
 JW0138;                    North         East     Units Scale Factor Converg.
 JW0138;SPC PA S     -    67,634.227   558,465.741   MT  0.99999874   -0 18 55.1
 JW0138;SPC PA S     -   221,896.63  1,832,233.02   sFT  0.99999874   -0 18 55.1
 JW0138;UTM  17      - 4,424,915.159   736,154.265   MT  1.00028661   +1 46 31.2
 JW0138
 JW0138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW0138!SPC PA S     -   0.99994461  x   0.99999874  =   0.99994335
 JW0138!UTM  17      -   0.99994461  x   1.00028661  =   1.00023121
 JW0138
 JW0138|---------------------------------------------------------------------|
 JW0138| PID    Reference Object                     Distance      Geod. Az  |
 JW0138|                                                           dddmmss.s |
 JW0138| JW0140 GARLAND RM 1                          7.926 METERS 03413     |
 JW0138| JW0137 GARLAND AZ MK                                      2063924.0 |
 JW0138| JW0139 GARLAND RM 2                          7.473 METERS 28501     |
 JW0138|---------------------------------------------------------------------|
 JW0138
 JW0138                          SUPERSEDED SURVEY CONTROL
 JW0138
 JW0138  NAD 83(1995)-  39 56 29.15399(N)    078 14 09.50272(W) AD(       ) 2
 JW0138  NAD 83(1991)-  39 56 29.15599(N)    078 14 09.50269(W) AD(       ) 2
 JW0138  NAD 83(1986)-  39 56 29.15635(N)    078 14 09.50409(W) AD(       ) 2
 JW0138  NAD 27      -  39 56 28.84880(N)    078 14 10.46080(W) AD(       ) 2
 JW0138  NGVD 29 (??/??/92)  386.717  (m)         1268.75   (f) ADJ UNCH    2 0
 JW0138
 JW0138.Superseded values are not recommended for survey control.
 JW0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0138.See file dsdata.txt to determine how the superseded data were derived.
 JW0138
 JW0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE3615424915(NAD 83)
 JW0138_MARKER: DS = TRIANGULATION STATION DISK
 JW0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0138_STAMPING: GARLAND 1960
 JW0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0138+STABILITY: SURFACE MOTION
 JW0138
 JW0138  HISTORY     - Date     Condition        Report By
 JW0138  HISTORY     - 1960     MONUMENTED       CGS
 JW0138  HISTORY     - 1960     GOOD             CGS
 JW0138
 JW0138                          STATION DESCRIPTION
 JW0138
 JW0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 JW0138'STATION IS LOCATED ON HIGHWAY RIGHT-OF-WAY, ABOUT 1/2 MILE
 JW0138'SOUTH-SOUTHWEST OF CRYSTAL SPRINGS, 4 MILES SOUTH OF
 JW0138'BREEZEWOOD AND ON THE WEST SIDE OF OLD STATE HIGHWAY 126.
 JW0138'
 JW0138'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAY 126 AND OLD
 JW0138'STATE HIGHWAY 126 IN CRYSTAL SPRINGS.  GO SOUTH- SOUTHWEST AND
 JW0138'SOUTHWEST ON OLD STATE HIGHWAY 126, PASSING CRYSTAL SPRINGS POST
 JW0138'OFFICE ON THE RIGHT, FOR 0.58 MILE TO THE STATION ON THE RIGHT HAND
 JW0138'SIDE OF THE HIGHWAY.  CONTINUE STRAIGHT AHEAD ON THE OLD HIGHWAY FOR
 JW0138'0.25 MILE TO THE AZIMUTH MARK ON THE LEFT HAND SIDE OF THE HIGHWAY.
 JW0138'
 JW0138'STATION MARK IS A STANDARD DISK, STAMPED GARLAND 1960, SET IN THE TOP
 JW0138'OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES.
 JW0138'IT IS 25 FEET WEST OF THE CENTER OF OLD HIGHWAY 126, 2.4 FEET WEST OF
 JW0138'A STANDARD METAL WITNESS POST, 4.7 FEET EAST OF THE EAST EDGE OF A
 JW0138'CULTIVATED FIELD AND 27 FEET SOUTH OF A WILD CHERRY TREE.  STATION
 JW0138'MARK IS AT THE SOUTHEAST CORNER OF A CULTIVATED FIELD.
 JW0138'
 JW0138'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED GARLAND NO 1
 JW0138'1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH
 JW0138'PROJECTS ABOUT 2 INCHES.  IT IS 24 FEET WEST OF THE CENTER OF THE OLD
 JW0138'HIGHWAY 126, 26 FEET NORTH OF THE METAL WITNESS POST, 5.6 FEET
 JW0138'EAST OF THE CULTIVATED FIELD, 2.5 FEET EAST OF THE WILD CHERRY TREE
 JW0138'AND THE MARK IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 JW0138'
 JW0138'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED GARLAND NO 2
 JW0138'1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH
 JW0138'PROJECTS ABOUT 2 INCHES.  IT IS 49 FEET WEST OF THE CENTER OF OLD
 JW0138'HIGHWAY 126, 1.6 FEET SOUTH OF THE SOUTH END OF THE CULTIVATED
 JW0138'FIELD, 26.6 FEET EAST OF THE METAL WITNESS POST, 41 FEET SOUTHWEST OF
 JW0138'THE WILD CHERRY TREE, 7 FEET NORTH OF A FENCELINE AND THE MARK IS
 JW0138'ABOUT THE SAME ELEVATION AS THE STATION MARK.
 JW0138'
 JW0138'AZIMUTH MARK IS A STANDARD DISK, STAMPED GARLAND 960, SET IN THE TOP
 JW0138'OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES.  IT IS
 JW0138'18 FEET EAST OF THE CENTER OF OLD HIGHWAY 126, 3 FEET NORTH OF
 JW0138'POWERLINE POLE NUMBER 440 AND 3 FEET NORTH OF A STANDARD METAL
 JW0138'WITNESS POST.
 JW0138'
 JW0138'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JW0138
 JW0138                          STATION RECOVERY (1960)
 JW0138
 JW0138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JW0138'0.5 MI S FROM CRYSTAL SPRING.
 JW0138'ABOUT 0.5 MILE SOUTH ALONG OLD STATE HY. 126 FROM THE POST OFFICE
 JW0138'IN CRYSTAL SPRING TO HEDGE FENCE ROW ON THE WEST SIDE OF HIGHWAY
 JW0138'AND STATION SIGHT, STANDARD TRIANGULATION STATION DISK SET
 JW0138'IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0137 ***********************************************************************
 JW0137  DESIGNATION -  GARLAND AZ MK
 JW0137  PID         -  JW0137
 JW0137  STATE/COUNTY-  PA/FULTON
 JW0137  USGS QUAD   -  BREEZEWOOD (1982)
 JW0137
 JW0137                         *CURRENT SURVEY CONTROL
 JW0137  ___________________________________________________________________
 JW0137* NAD 83(1986)-  39 56 17.     (N)    078 14 19.     (W)     SCALED    
 JW0137* NAVD 88     -       392.199  (meters)    1286.74   (feet)  ADJUSTED  
 JW0137  ___________________________________________________________________
 JW0137  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JW0137  DYNAMIC HT  -         391.967 (meters)    1285.98  (feet)  COMP
 JW0137  MODELED GRAV-     980,025.2   (mgal)                       NAVD 88
 JW0137
 JW0137  VERT ORDER  -  SECOND    CLASS 0
 JW0137
 JW0137.The horizontal coordinates were scaled from a topographic map and have
 JW0137.an estimated accuracy of +/- 6 seconds.
 JW0137
 JW0137.The orthometric height was determined by differential leveling
 JW0137.and adjusted by the National Geodetic Survey in June 1991..
 JW0137
 JW0137.The geoid height was determined by GEOID03.
 JW0137
 JW0137.The dynamic height is computed by dividing the NAVD 88
 JW0137.geopotential number by the normal gravity value computed on the
 JW0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0137.degrees latitude (g = 980.6199 gals.).
 JW0137
 JW0137.The modeled gravity was interpolated from observed gravity values.
 JW0137
 JW0137;                    North         East    Units  Estimated Accuracy
 JW0137;SPC PA S     -    67,260.      558,240.      MT  (+/- 180 meters Scaled)
 JW0137
 JW0137                          SUPERSEDED SURVEY CONTROL
 JW0137
 JW0137  NGVD 29 (??/??/92)  392.373  (m)         1287.31   (f) ADJ UNCH    2 0
 JW0137
 JW0137.Superseded values are not recommended for survey control.
 JW0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0137.See file dsdata.txt to determine how the superseded data were derived.
 JW0137
 JW0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE359245(NAD 83)
 JW0137_MARKER: DZ = AZIMUTH MARK DISK
 JW0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0137_STAMPING: GARLAND 1960
 JW0137_MARK LOGO: CGS   
 JW0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0137+STABILITY: SURFACE MOTION
 JW0137
 JW0137  HISTORY     - Date     Condition        Report By
 JW0137  HISTORY     - 1960     MONUMENTED       CGS
 JW0137
 JW0137                          STATION DESCRIPTION
 JW0137
 JW0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JW0137'0.8 MI S FROM CRYSTAL SPRING.
 JW0137'ABOUT 0.75 MILE SOUTH ALONG OLD STATE HY. 126 FROM THE POST
 JW0137'OFFICE IN CRYSTAL SPRING TO THE AZIMUTH ON THE EAST SIDE OF THE
 JW0137'HIGHWAY, STANDARD AZIMUTH DISK SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0140 ***********************************************************************
 JW0140  DESIGNATION -  GARLAND RM 1
 JW0140  PID         -  JW0140
 JW0140  STATE/COUNTY-  PA/FULTON
 JW0140  USGS QUAD   -  BREEZEWOOD (1982)
 JW0140
 JW0140                         *CURRENT SURVEY CONTROL
 JW0140  ___________________________________________________________________
 JW0140* NAD 83(1986)-  39 56 29.     (N)    078 14 09.     (W)     SCALED    
 JW0140* NAVD 88     -       385.905  (meters)    1266.09   (feet)  ADJUSTED  
 JW0140  ___________________________________________________________________
 JW0140  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JW0140  DYNAMIC HT  -         385.677 (meters)    1265.34  (feet)  COMP
 JW0140  MODELED GRAV-     980,025.0   (mgal)                       NAVD 88
 JW0140
 JW0140  VERT ORDER  -  SECOND    CLASS 0
 JW0140
 JW0140.The horizontal coordinates were scaled from a topographic map and have
 JW0140.an estimated accuracy of +/- 6 seconds.
 JW0140
 JW0140.The orthometric height was determined by differential leveling
 JW0140.and adjusted by the National Geodetic Survey in June 1991..
 JW0140
 JW0140.The geoid height was determined by GEOID03.
 JW0140
 JW0140.The dynamic height is computed by dividing the NAVD 88
 JW0140.geopotential number by the normal gravity value computed on the
 JW0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0140.degrees latitude (g = 980.6199 gals.).
 JW0140
 JW0140.The modeled gravity was interpolated from observed gravity values.
 JW0140
 JW0140;                    North         East    Units  Estimated Accuracy
 JW0140;SPC PA S     -    67,630.      558,480.      MT  (+/- 180 meters Scaled)
 JW0140
 JW0140                          SUPERSEDED SURVEY CONTROL
 JW0140
 JW0140  NGVD 29 (??/??/92)  386.079  (m)         1266.66   (f) ADJ UNCH    2 0
 JW0140
 JW0140.Superseded values are not recommended for survey control.
 JW0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0140.See file dsdata.txt to determine how the superseded data were derived.
 JW0140
 JW0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE361249(NAD 83)
 JW0140_MARKER: DR = REFERENCE MARK DISK
 JW0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0140_STAMPING: GARLAND NO 1 1960
 JW0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0140+STABILITY: SURFACE MOTION
 JW0140
 JW0140  HISTORY     - Date     Condition        Report By
 JW0140  HISTORY     - 1960     MONUMENTED       CGS
 JW0140
 JW0140                          STATION DESCRIPTION
 JW0140
 JW0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JW0140'0.5 MI S FROM CRYSTAL SPRING.
 JW0140'ABOUT 0.5 MILE SOUTH ALONG OLD STATE HY. 126 FROM THE POST OFFICE
 JW0140'IN CRYSTAL SPRING TO HEDGE FENCE ROW ON THE WEST SIDE OF HIGHWAY
 JW0140'AND RM, STANDARD REFERENCE MARK DISK SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0139 ***********************************************************************
 JW0139  DESIGNATION -  GARLAND RM 2
 JW0139  PID         -  JW0139
 JW0139  STATE/COUNTY-  PA/FULTON
 JW0139  USGS QUAD   -  BREEZEWOOD (1982)
 JW0139
 JW0139                         *CURRENT SURVEY CONTROL
 JW0139  ___________________________________________________________________
 JW0139* NAD 83(1986)-  39 56 29.     (N)    078 14 09.     (W)     SCALED    
 JW0139* NAVD 88     -       386.843  (meters)    1269.17   (feet)  ADJUSTED  
 JW0139  ___________________________________________________________________
 JW0139  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JW0139  DYNAMIC HT  -         386.615 (meters)    1268.42  (feet)  COMP
 JW0139  MODELED GRAV-     980,025.0   (mgal)                       NAVD 88
 JW0139
 JW0139  VERT ORDER  -  SECOND    CLASS 0
 JW0139
 JW0139.The horizontal coordinates were scaled from a topographic map and have
 JW0139.an estimated accuracy of +/- 6 seconds.
 JW0139
 JW0139.The orthometric height was determined by differential leveling
 JW0139.and adjusted by the National Geodetic Survey in June 1991..
 JW0139
 JW0139.The geoid height was determined by GEOID03.
 JW0139
 JW0139.The dynamic height is computed by dividing the NAVD 88
 JW0139.geopotential number by the normal gravity value computed on the
 JW0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0139.degrees latitude (g = 980.6199 gals.).
 JW0139
 JW0139.The modeled gravity was interpolated from observed gravity values.
 JW0139
 JW0139;                    North         East    Units  Estimated Accuracy
 JW0139;SPC PA S     -    67,630.      558,480.      MT  (+/- 180 meters Scaled)
 JW0139
 JW0139                          SUPERSEDED SURVEY CONTROL
 JW0139
 JW0139  NGVD 29 (??/??/92)  387.017  (m)         1269.74   (f) ADJ UNCH    2 0
 JW0139
 JW0139.Superseded values are not recommended for survey control.
 JW0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0139.See file dsdata.txt to determine how the superseded data were derived.
 JW0139
 JW0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE361249(NAD 83)
 JW0139_MARKER: DR = REFERENCE MARK DISK
 JW0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0139_STAMPING: GARLAND NO 2 1960
 JW0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0139+STABILITY: SURFACE MOTION
 JW0139
 JW0139  HISTORY     - Date     Condition        Report By
 JW0139  HISTORY     - 1960     MONUMENTED       CGS
 JW0139
 JW0139                          STATION DESCRIPTION
 JW0139
 JW0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JW0139'0.5 MI S FROM CRYSTAL SPRING.
 JW0139'ABOUT 0.5 MILE SOUTH ALONG OLD STATE HY. 126 FROM THE POST
 JW0139'OFFICE IN CRYSTAL SPRING TO HEDGE FENCE ROW ON THE WEST SIDE
 JW0139'OF THE HIGHWAY AND RM, STANDARD REFERENCE MARK DISK SET IN
 JW0139'TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3268 ***********************************************************************
 JU3268  DESIGNATION -  GARRETFORD PHILA GAS CO TANK
 JU3268  PID         -  JU3268
 JU3268  STATE/COUNTY-  PA/DELAWARE
 JU3268  USGS QUAD   -  LANSDOWNE (1994)
 JU3268
 JU3268                         *CURRENT SURVEY CONTROL
 JU3268  ___________________________________________________________________
 JU3268* NAD 83(1992)-  39 57 06.84315(N)    075 15 49.73138(W)     ADJUSTED  
 JU3268* NAVD 88     -                                                        
 JU3268  ___________________________________________________________________
 JU3268  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 JU3268  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JU3268
 JU3268  HORZ ORDER  -  THIRD
 JU3268
 JU3268.The horizontal coordinates were established by classical geodetic methods
 JU3268.and adjusted by the National Geodetic Survey in June 2002..
 JU3268
 JU3268
 JU3268.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3268
 JU3268.The geoid height was determined by GEOID03.
 JU3268
 JU3268;                    North         East     Units Scale Factor Converg.
 JU3268;SPC PA S     -    71,672.850   812,425.206   MT  0.99999715   +1 36 46.9
 JU3268;SPC PA S     -   235,146.68  2,665,431.70   sFT  0.99999715   +1 36 46.9
 JU3268;SPC NJ       -   124,453.653    84,735.396   MT  0.99995242   -0 29 25.8
 JU3268;SPC NJ       -   408,311.69    278,002.71   sFT  0.99995242   -0 29 25.8
 JU3268;UTM  18      - 4,422,452.023   477,465.087   MT  0.99960625   -0 10 09.9
 JU3268
 JU3268                          SUPERSEDED SURVEY CONTROL
 JU3268
 JU3268  NAD 83(1996)-  39 57 06.84438(N)    075 15 49.73003(W) AD(       ) 4
 JU3268  NAD 83(1991)-  39 57 06.84306(N)    075 15 49.73061(W) AD(       ) 4
 JU3268  NAD 83(1986)-  39 57 06.83949(N)    075 15 49.73526(W) AD(       ) 4
 JU3268  NAD 27      -  39 57 06.43200(N)    075 15 51.06600(W) AD(       ) 3
 JU3268
 JU3268.Superseded values are not recommended for survey control.
 JU3268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3268.See file dsdata.txt to determine how the superseded data were derived.
 JU3268
 JU3268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7746522452(NAD 83)
 JU3268_MARKER: 82 = FINIAL
 JU3268
 JU3268  HISTORY     - Date     Condition        Report By
 JU3268  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3268  HISTORY     - 1946     GOOD             CGS
 JU3268  HISTORY     - 1960     GOOD             CGS
 JU3268
 JU3268                          STATION DESCRIPTION
 JU3268
 JU3268'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3268'THIS STATION IS THE CENTER OF A SMALL TANK ON TOP OF THE LARGE GAS
 JU3268'HOLDER OWNED BY THE PHILADELPHIA ELECTRIC COMPANY AT THE SE CORNER
 JU3268'OF MARSHALL ROAD AND LONG AVENUE, GARRETFORD.  THE TANK IS GRAY STEEL
 JU3268'ABOUT 200 FEET HIGH AND 100 FEET IN DIAMETER.
 JU3268
 JU3268                          STATION RECOVERY (1946)
 JU3268
 JU3268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3268'PREVIOUSLY LISTED AS GARRETFORD, GAS TANK FINIAL.
 JU3268'
 JU3268'STATION RECOVERED AS DESCRIBED.  ORIGINAL DESCRIPTION ADEQUATE.
 JU3268
 JU3268                          STATION RECOVERY (1960)
 JU3268
 JU3268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JJC)
 JU3268'THE STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION WAS FOUND TO
 JU3268'BE ADEQUATE.
 JU3268'
 JU3268'THE STATION WAS ORIGINALLY KNOWN AS THE PHILADELPHIA GAS CO., GAS
 JU3268'TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3147 ***********************************************************************
 KY3147  DESIGNATION -  GARRETT
 KY3147  PID         -  KY3147
 KY3147  STATE/COUNTY-  PA/WASHINGTON
 KY3147  USGS QUAD   -  WASHINGTON WEST (1969)
 KY3147
 KY3147                         *CURRENT SURVEY CONTROL
 KY3147  ___________________________________________________________________
 KY3147* NAD 83(1992)-  40 13 17.02941(N)    080 19 22.26404(W)     ADJUSTED  
 KY3147* NAVD 88     -       429.     (meters)    1407.     (feet)  SCALED    
 KY3147  ___________________________________________________________________
 KY3147  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 KY3147  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KY3147
 KY3147  HORZ ORDER  -  THIRD
 KY3147
 KY3147.The horizontal coordinates were established by classical geodetic methods
 KY3147.and adjusted by the National Geodetic Survey in June 2002..
 KY3147
 KY3147.The orthometric height was scaled from a topographic map.
 KY3147
 KY3147.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3147
 KY3147.The geoid height was determined by GEOID03.
 KY3147
 KY3147;                    North         East     Units Scale Factor Converg.
 KY3147;SPC PA S     -   101,795.525   381,043.628   MT  0.99996747   -1 40 09.3
 KY3147;SPC PA S     -   333,974.15  1,250,140.64   sFT  0.99996747   -1 40 09.3
 KY3147;UTM  17      - 4,452,550.451   557,614.343   MT  0.99964086   +0 26 14.2
 KY3147
 KY3147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3147!SPC PA S     -   0.99993803  x   0.99996747  =   0.99990550
 KY3147!UTM  17      -   0.99993803  x   0.99964086  =   0.99957891
 KY3147
 KY3147:                Primary Azimuth Mark                     Grid Az
 KY3147:SPC PA S     -  WEST MIDDLETON                           284 52 46.4
 KY3147:UTM  17      -  WEST MIDDLETON                           282 46 22.9
 KY3147
 KY3147|---------------------------------------------------------------------|
 KY3147| PID    Reference Object                     Distance      Geod. Az  |
 KY3147|                                                           dddmmss.s |
 KY3147| KY3157 WEST MIDDLETON                      APPROX.10.6 KM 2831237.1 |
 KY3147|---------------------------------------------------------------------|
 KY3147
 KY3147                          SUPERSEDED SURVEY CONTROL
 KY3147
 KY3147  NAD 83(1995)-  40 13 17.02956(N)    080 19 22.26395(W) AD(       ) 3
 KY3147  NAD 83(1986)-  40 13 17.03405(N)    080 19 22.27187(W) AD(       ) 3
 KY3147  NAD 27      -  40 13 16.77937(N)    080 19 23.05013(W) AD(       ) 3
 KY3147
 KY3147.Superseded values are not recommended for survey control.
 KY3147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3147.See file dsdata.txt to determine how the superseded data were derived.
 KY3147
 KY3147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE5761452550(NAD 83)
 KY3147_MARKER: DD = SURVEY DISK
 KY3147_SETTING: 0 = UNSPECIFIED SETTING
 KY3147_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3147
 KY3147  HISTORY     - Date     Condition        Report By
 KY3147  HISTORY     - 1900     MONUMENTED       USGS
 KY3147
 KY3147                          STATION DESCRIPTION
 KY3147
 KY3147'DESCRIBED BY US GEOLOGICAL SURVEY 1900 (DHB)
 KY3147'IN CLEARED FIELD OWNED BY J. C. GARRETT, 3.0 MI E. OF BUFFALO
 KY3147'VILLAGE AND 5.0 MI NW. OF WASHINGTON ON HILL RD. TO HICKORY.
 KY3147'
 KY3147'STATION MARK--  A MARBLE POST 38 BY 6 BY 6-IN., SET 35 IN. IN
 KY3147'GROUND, IN CENTER OF TOP OF WHICH IS CEMENTED A STANDARD
 KY3147'TRIANGULATION DISK MARKED---U S GEOLOGICAL SURVEY-PENNSYLVANIA---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2106 ***********************************************************************
 KW2106  DESIGNATION -  GARY
 KW2106  PID         -  KW2106
 KW2106  STATE/COUNTY-  PA/CUMBERLAND
 KW2106  USGS QUAD   -  CARLISLE (1984)
 KW2106
 KW2106                         *CURRENT SURVEY CONTROL
 KW2106  ___________________________________________________________________
 KW2106* NAD 83(1992)-  40 11 38.82974(N)    077 09 35.86220(W)     ADJUSTED  
 KW2106* NAVD 88     -       159.567  (meters)     523.51   (feet)  ADJUSTED  
 KW2106  ___________________________________________________________________
 KW2106  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 KW2106  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 KW2106  DYNAMIC HT  -         159.486 (meters)     523.25  (feet)  COMP
 KW2106  MODELED GRAV-     980,111.3   (mgal)                       NAVD 88
 KW2106
 KW2106  HORZ ORDER  -  SECOND
 KW2106  VERT ORDER  -  SECOND    CLASS 0
 KW2106
 KW2106.The horizontal coordinates were established by classical geodetic methods
 KW2106.and adjusted by the National Geodetic Survey in June 2002..
 KW2106
 KW2106.The orthometric height was determined by differential leveling
 KW2106.and adjusted by the National Geodetic Survey in June 1991..
 KW2106
 KW2106.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2106
 KW2106.The geoid height was determined by GEOID03.
 KW2106
 KW2106.The dynamic height is computed by dividing the NAVD 88
 KW2106.geopotential number by the normal gravity value computed on the
 KW2106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2106.degrees latitude (g = 980.6199 gals.).
 KW2106
 KW2106.The modeled gravity was interpolated from observed gravity values.
 KW2106
 KW2106;                    North         East     Units Scale Factor Converg.
 KW2106;SPC PA S     -    95,744.833   650,240.770   MT  0.99996947   +0 22 58.1
 KW2106;SPC PA S     -   314,122.84  2,133,331.59   sFT  0.99996947   +0 22 58.1
 KW2106;UTM  18      - 4,451,540.123   316,142.104   MT  1.00001614   -1 23 39.8
 KW2106
 KW2106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2106!SPC PA S     -   0.99998032  x   0.99996947  =   0.99994979
 KW2106!UTM  18      -   0.99998032  x   1.00001614  =   0.99999646
 KW2106
 KW2106|---------------------------------------------------------------------|
 KW2106| PID    Reference Object                     Distance      Geod. Az  |
 KW2106|                                                           dddmmss.s |
 KW2106| KW2107 GARY RM 1                            16.031 METERS 02335     |
 KW2106| KW2105 GARY RM 2                            13.820 METERS 14658     |
 KW2106| KW2104 GARY AZ MK                                         1745259.2 |
 KW2106|---------------------------------------------------------------------|
 KW2106
 KW2106                          SUPERSEDED SURVEY CONTROL
 KW2106
 KW2106  NAD 83(1986)-  40 11 38.82524(N)    077 09 35.86175(W) AD(       ) 2
 KW2106  NAD 27      -  40 11 38.50280(N)    077 09 36.94630(W) AD(       ) 2
 KW2106  NGVD 29 (??/??/??)  159.781  (m)          524.21   (f) ADJUSTED    2 0
 KW2106
 KW2106.Superseded values are not recommended for survey control.
 KW2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2106.See file dsdata.txt to determine how the superseded data were derived.
 KW2106
 KW2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK1614251540(NAD 83)
 KW2106_MARKER: DS = TRIANGULATION STATION DISK
 KW2106_SETTING: 66 = SET IN ROCK OUTCROP
 KW2106_SP_SET: ROCK OUTCROP
 KW2106_STAMPING: GARY 1960
 KW2106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW2106+STABILITY: POSITION/ELEVATION WELL
 KW2106
 KW2106  HISTORY     - Date     Condition        Report By
 KW2106  HISTORY     - 1960     MONUMENTED       CGS
 KW2106  HISTORY     - 1960     GOOD             CGS
 KW2106  HISTORY     - 1979     GOOD             NGS
 KW2106  HISTORY     - 20050727 MARK NOT FOUND   USPSQD
 KW2106
 KW2106                          STATION DESCRIPTION
 KW2106
 KW2106'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW2106'THE STATION IS LOCATED ON A LOW, GRASSY HILL, IN PASTURE LAND, ABOUT
 KW2106'5.0 MILES SOUTHWEST OF NEW KINGSTOWN, 0.15 MILE NORTH OF STATE
 KW2106'HIGHWAY 74 AND ON PROPERTY OWNED BY MR. WILLIAM BLACKSMITH.
 KW2106'
 KW2106'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAY 11 AND STATE
 KW2106'HIGHWAYS 33, 34, 74 AND 641 IN THE CENTRAL SECTION OF CARLISLE, GO
 KW2106'NORTH-NORTHEAST ON STATE HIGHWAYS 74 AND 641 FOR 0.52 MILE TO THEIR
 KW2106'JUNCTION.  TURN RIGHT AND GO EAST ON STATE HIGHWAY 74 FOR
 KW2106'0.96 MILE TO A FORK.  CONTINUE STRAIGHT AHEAD, AND GO EAST ON STATE
 KW2106'HIGHWAY 74 FOR 0.14 MILE TO A LANE AND DRIVEWAY ON THE LEFT,
 KW2106'NORTH, SIDE OF THE HIGHWAY*.  CONTINUE STRAIGHT AHEAD, EAST, ON STATE
 KW2106'HIGHWAY 74 FOR 0.13 MILE TO A LARGE 6-FOOT OAK TREE ON THE
 KW2106'RIGHT, SOUTH, SIDE OF THE HIGHWAY, TELEPHONE POLE NO. 10 AND THE
 KW2106'AZIMUTH MARK ON THE LEFT, NORTH, SIDE OF THE HIGHWAY.  *TURN LEFT AND
 KW2106'GO NORTH-NORTHEAST ON THE DRIVEWAY AND LANE FOR 0.14 MILE TO A
 KW2106'LARGE BARN ON THE RIGHT AND A WIRE GATE INTO PASTURE LAND ON THE
 KW2106'LEFT, WEST, SIDE OF THE LANE.  TURN LEFT, PASS THROUGH THE
 KW2106'GATE, THENCE TURN LEFT AND GO SOUTHWEST UPHILL ACROSS THE PASTURE
 KW2106'LAND FOR 0.07 MILE TO THE HIGHEST POINT OF THE HILL AND THE
 KW2106'STATION AS DESCRIBED.
 KW2106'
 KW2106'THE STATION MARK, A STANDARD DISK STAMPED GARY 1960, IS CEMENTED IN A
 KW2106'DRILL HOLE IN TOP OF A 4 X 5 FOOT OUTCROPPING BEDROCK WHICH
 KW2106'PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 104
 KW2106'FEET NORTHWEST OF A FENCE CORNER, 98.0 FEET WEST OF THE CENTER
 KW2106'OF THE FARM LANE AND DRIVEWAY, 42.5 FEET NORTH OF AN EAST AND WEST
 KW2106'FENCE LINE AND 28.0 FEET EAST OF A 24-INCH MULBERRY TREE.
 KW2106'
 KW2106'REFERENCE MARK 1, A STANDARD DISK STAMPED GARY NO 1 1960, IS CEMENTED
 KW2106'IN A DRILL IN TOP OF 5 X 5 FOOT OUTCROPPING BEDROCK WHICH
 KW2106'PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 69.0
 KW2106'FEET WEST OF A NORTH AND SOUTH FENCE LINE, 51.7 FEET NORTHEAST
 KW2106'OF A 24-INCH MULBERRY TREE AND IS APPROXIMATELY THE SAME ELEVATION AS
 KW2106'THE STATION.
 KW2106'
 KW2106'REFERENCE MARK 2, A STANDARD DISK STAMPED GARY NO 2 1960, IS CEMENTED
 KW2106'IN A DRILL HOLE IN THE TOP OF AN OUTCROPPING BEDROCK WHICH
 KW2106'PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 58.0
 KW2106'FEET NORTHWEST OF A FENCE CORNER, 25.0 FEET NORTH OF AN EAST AND
 KW2106'WEST FENCE LINE AND IS ABOUT 18 INCHES LOWER THAN THE STATION.
 KW2106'
 KW2106'THE AZIMUTH MARK, A STANDARD DISK STAMPED GARY 1960, IS SET IN THE
 KW2106'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHS
 KW2106'ABOVE THE SURFACE OF THE GROUND.  IT IS 55.5 FEET NORTH OF A 6-FOOT
 KW2106'OAK TREE, 20.3 FEET NORTH OF THE CENTER OF STATE HIGHWAY 74 AND
 KW2106'2.0 FEET WEST OF TELEPHONE POLE NO. 10.
 KW2106'
 KW2106'HEIGHT OF LIGHT ABOVE STATION MARK 19 METERS.
 KW2106
 KW2106                          STATION RECOVERY (1960)
 KW2106
 KW2106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KW2106'1.7 MI SE FROM CARLISLE.
 KW2106'ABOUT 0.45 MILE EAST FROM THE COUNTY PRISON AND STATE HIGHWAYS
 KW2106'74 AND 641 IN CARLISLE THENCE 0.9 MILE SOUTHEAST ON STATE HIGHWAY
 KW2106'74, THENCE 0.15 MILE SOUTHEAST ON HIGHWAY 74, THENCE 0.2 MILE
 KW2106'NORTH ON GRAVEL ROAD, 104 FEET NORTHWEST OF A FENCE CORNER, 98
 KW2106'FEET WEST OF THE CENTER OF THE FARM LANE, 42.5 FEET NORTH OF AN
 KW2106'EAST AND WEST FENCE LINE, 28 FEET EAST OF A 24 INCH MULBERRY TREE.
 KW2106'IT IS SET IN THE TOP OF A 4 BY 5 FOOT OUTCROPPING BEDROCK WHICH
 KW2106'PROJECTS 3 INCHES ABOVE THE GROUND.  NOTE-- IT IS ON PROPERTY
 KW2106'OWNED BY MR. WILLIAM BLACKSMITH.
 KW2106
 KW2106                          STATION RECOVERY (1979)
 KW2106
 KW2106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2106'RECOVERED IN GOOD CONDITION.
 KW2106
 KW2106                          STATION RECOVERY (2005)
 KW2106
 KW2106'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPP)
 KW2106'THE HILL UPON WHICH THE MARK WAS LOCATED HAS BEEN LEVELED. A SHOPPING
 KW2106'MALL IS NOW UNDER CONSTRUCTION AT THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2104 ***********************************************************************
 KW2104  DESIGNATION -  GARY AZ MK
 KW2104  PID         -  KW2104
 KW2104  STATE/COUNTY-  PA/CUMBERLAND
 KW2104  USGS QUAD   -  CARLISLE (1984)
 KW2104
 KW2104                         *CURRENT SURVEY CONTROL
 KW2104  ___________________________________________________________________
 KW2104* NAD 83(1986)-  40 11 28.     (N)    077 09 35.     (W)     SCALED    
 KW2104* NAVD 88     -       156.321  (meters)     512.86   (feet)  ADJUSTED  
 KW2104  ___________________________________________________________________
 KW2104  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 KW2104  DYNAMIC HT  -         156.241 (meters)     512.60  (feet)  COMP
 KW2104  MODELED GRAV-     980,110.6   (mgal)                       NAVD 88
 KW2104
 KW2104  VERT ORDER  -  SECOND    CLASS 0
 KW2104
 KW2104.The horizontal coordinates were scaled from a topographic map and have
 KW2104.an estimated accuracy of +/- 6 seconds.
 KW2104
 KW2104.The orthometric height was determined by differential leveling
 KW2104.and adjusted by the National Geodetic Survey in June 1991..
 KW2104
 KW2104.The geoid height was determined by GEOID03.
 KW2104
 KW2104.The dynamic height is computed by dividing the NAVD 88
 KW2104.geopotential number by the normal gravity value computed on the
 KW2104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2104.degrees latitude (g = 980.6199 gals.).
 KW2104
 KW2104.The modeled gravity was interpolated from observed gravity values.
 KW2104
 KW2104;                    North         East    Units  Estimated Accuracy
 KW2104;SPC PA S     -    95,410.      650,260.      MT  (+/- 180 meters Scaled)
 KW2104
 KW2104                          SUPERSEDED SURVEY CONTROL
 KW2104
 KW2104  NGVD 29 (??/??/??)  156.534  (m)          513.56   (f) ADJUSTED    2 0
 KW2104
 KW2104.Superseded values are not recommended for survey control.
 KW2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2104.See file dsdata.txt to determine how the superseded data were derived.
 KW2104
 KW2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK161512(NAD 83)
 KW2104_MARKER: DZ = AZIMUTH MARK DISK
 KW2104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2104_STAMPING: GARY 1960
 KW2104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2104+STABILITY: SURFACE MOTION
 KW2104
 KW2104  HISTORY     - Date     Condition        Report By
 KW2104  HISTORY     - 1960     MONUMENTED       CGS
 KW2104  HISTORY     - 1979     GOOD             NGS
 KW2104  HISTORY     - 20050727 MARK NOT FOUND   USPSQD
 KW2104
 KW2104                          STATION DESCRIPTION
 KW2104
 KW2104'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2104'1.6 MI SE FROM CARLISLE.
 KW2104'ABOUT 0.45 MILE EAST FROM THE COUNTY PRISON AND STATE HIGHWAYS
 KW2104'74 AND 641 IN CARLISLE, THENCE 0.9 MILE SOUTHEAST ON STATE
 KW2104'HIGHWAY 74, THENCE 0.25 MILE SOUTHEAST ON HIGHWAY 74, 55.5 FEET
 KW2104'NORTH OF A 6 FOOT OAK TREE, 20.3 FEET NORTH OF THE CENTER OF
 KW2104'HIGHWAY 74, 2 FEET WEST OF TELEPHONE POLE NO. 10, AND IS SET IN
 KW2104'THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES
 KW2104'ABOVE THE SURFACE OF THE GROUND.
 KW2104
 KW2104                          STATION RECOVERY (1979)
 KW2104
 KW2104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2104'RECOVERED IN GOOD CONDITION.
 KW2104
 KW2104                          STATION RECOVERY (2005)
 KW2104
 KW2104'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPP)
 KW2104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2107 ***********************************************************************
 KW2107  DESIGNATION -  GARY RM 1
 KW2107  PID         -  KW2107
 KW2107  STATE/COUNTY-  PA/CUMBERLAND
 KW2107  USGS QUAD   -  CARLISLE (1984)
 KW2107
 KW2107                         *CURRENT SURVEY CONTROL
 KW2107  ___________________________________________________________________
 KW2107* NAD 83(1986)-  40 11 39.     (N)    077 09 36.     (W)     SCALED    
 KW2107* NAVD 88     -       158.945  (meters)     521.47   (feet)  ADJUSTED  
 KW2107  ___________________________________________________________________
 KW2107  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 KW2107  DYNAMIC HT  -         158.864 (meters)     521.21  (feet)  COMP
 KW2107  MODELED GRAV-     980,111.4   (mgal)                       NAVD 88
 KW2107
 KW2107  VERT ORDER  -  SECOND    CLASS 0
 KW2107
 KW2107.The horizontal coordinates were scaled from a topographic map and have
 KW2107.an estimated accuracy of +/- 6 seconds.
 KW2107
 KW2107.The orthometric height was determined by differential leveling
 KW2107.and adjusted by the National Geodetic Survey in June 1991..
 KW2107
 KW2107.The geoid height was determined by GEOID03.
 KW2107
 KW2107.The dynamic height is computed by dividing the NAVD 88
 KW2107.geopotential number by the normal gravity value computed on the
 KW2107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2107.degrees latitude (g = 980.6199 gals.).
 KW2107
 KW2107.The modeled gravity was interpolated from observed gravity values.
 KW2107
 KW2107;                    North         East    Units  Estimated Accuracy
 KW2107;SPC PA S     -    95,750.      650,240.      MT  (+/- 180 meters Scaled)
 KW2107
 KW2107                          SUPERSEDED SURVEY CONTROL
 KW2107
 KW2107  NGVD 29 (??/??/??)  159.159  (m)          522.17   (f) ADJUSTED    2 0
 KW2107
 KW2107.Superseded values are not recommended for survey control.
 KW2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2107.See file dsdata.txt to determine how the superseded data were derived.
 KW2107
 KW2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK161515(NAD 83)
 KW2107_MARKER: DR = REFERENCE MARK DISK
 KW2107_SETTING: 66 = SET IN ROCK OUTCROP
 KW2107_SP_SET: ROCK OUCTROP
 KW2107_STAMPING: GARY NO 1 1960
 KW2107_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW2107+STABILITY: POSITION/ELEVATION WELL
 KW2107
 KW2107  HISTORY     - Date     Condition        Report By
 KW2107  HISTORY     - 1960     MONUMENTED       CGS
 KW2107  HISTORY     - 1979     GOOD             NGS
 KW2107  HISTORY     - 20050727 MARK NOT FOUND   USPSQD
 KW2107
 KW2107                          STATION DESCRIPTION
 KW2107
 KW2107'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2107'1.7 MI SE FROM CARLISLE.
 KW2107'ABOUT 0.45 MILE EAST FROM THE COUNTY PRISON AND STATE HIGHWAYS
 KW2107'74 AND 641 IN CARLISLE THENCE 0.9 MILE SOUTHEAST ON STATE HIGHWAY
 KW2107'74, THENCE 0.15 MILE SOUTHEAST ON HIGHWAY 74, THENCE 0.2 MILE
 KW2107'NORTH ON GRAVEL ROAD, 69 FEET WEST OF A NORTH AND SOUTH FENCE
 KW2107'LINE, 52 FEET NORTHEAST OF A 24 INCH MULBERRY TREE.  IT IS SET
 KW2107'ON THE TOP OF A 5 BY 5 FEET OUTCROPPING BEDROCK WHICH PROJECTS
 KW2107'4 INCHES ABOVE THE LEVEL OF THE GROUND.  NOTE-- IT IS ON PROPERTY
 KW2107'OWNED BY MR. WILLIAM BLACKSMITH.
 KW2107
 KW2107                          STATION RECOVERY (1979)
 KW2107
 KW2107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2107'RECOVERED IN GOOD CONDITION.
 KW2107
 KW2107                          STATION RECOVERY (2005)
 KW2107
 KW2107'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPP)
 KW2107'THE HILL UPON WHICH THE MARK WAS LOCATED HAS BEEN LEVELED. A SHOPPING
 KW2107'MALL IS NOW UNDER CONSTRUCTION AT THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2105 ***********************************************************************
 KW2105  DESIGNATION -  GARY RM 2
 KW2105  PID         -  KW2105
 KW2105  STATE/COUNTY-  PA/CUMBERLAND
 KW2105  USGS QUAD   -  CARLISLE (1984)
 KW2105
 KW2105                         *CURRENT SURVEY CONTROL
 KW2105  ___________________________________________________________________
 KW2105* NAD 83(1986)-  40 11 39.     (N)    077 09 36.     (W)     SCALED    
 KW2105* NAVD 88     -       158.212  (meters)     519.07   (feet)  ADJUSTED  
 KW2105  ___________________________________________________________________
 KW2105  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 KW2105  DYNAMIC HT  -         158.131 (meters)     518.80  (feet)  COMP
 KW2105  MODELED GRAV-     980,111.4   (mgal)                       NAVD 88
 KW2105
 KW2105  VERT ORDER  -  SECOND    CLASS 0
 KW2105
 KW2105.The horizontal coordinates were scaled from a topographic map and have
 KW2105.an estimated accuracy of +/- 6 seconds.
 KW2105
 KW2105.The orthometric height was determined by differential leveling
 KW2105.and adjusted by the National Geodetic Survey in June 1991..
 KW2105
 KW2105.The geoid height was determined by GEOID03.
 KW2105
 KW2105.The dynamic height is computed by dividing the NAVD 88
 KW2105.geopotential number by the normal gravity value computed on the
 KW2105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2105.degrees latitude (g = 980.6199 gals.).
 KW2105
 KW2105.The modeled gravity was interpolated from observed gravity values.
 KW2105
 KW2105;                    North         East    Units  Estimated Accuracy
 KW2105;SPC PA S     -    95,750.      650,240.      MT  (+/- 180 meters Scaled)
 KW2105
 KW2105                          SUPERSEDED SURVEY CONTROL
 KW2105
 KW2105  NGVD 29 (??/??/??)  158.425  (m)          519.77   (f) ADJUSTED    2 0
 KW2105
 KW2105.Superseded values are not recommended for survey control.
 KW2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2105.See file dsdata.txt to determine how the superseded data were derived.
 KW2105
 KW2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK161515(NAD 83)
 KW2105_MARKER: DR = REFERENCE MARK DISK
 KW2105_SETTING: 66 = SET IN ROCK OUTCROP
 KW2105_SP_SET: ROCK OUTCROP
 KW2105_STAMPING: GARY NO 2 1960
 KW2105_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW2105+STABILITY: POSITION/ELEVATION WELL
 KW2105
 KW2105  HISTORY     - Date     Condition        Report By
 KW2105  HISTORY     - 1960     MONUMENTED       CGS
 KW2105  HISTORY     - 1979     GOOD             NGS
 KW2105  HISTORY     - 20050727 MARK NOT FOUND   USPSQD
 KW2105
 KW2105                          STATION DESCRIPTION
 KW2105
 KW2105'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2105'1.7 MI SE FROM CARLISLE.
 KW2105'ABOUT 0.45 MILE EAST FROM THE COUNTY PRISON AND STATE HIGHWAY
 KW2105'74 AND 641 IN CARLISLE THENCE 0.9 MILE SOUTHEAST ON STATE
 KW2105'HIGHWAY 74, THENCE 0.15 MILE SOUTHEAST ON HIGHWAY 74, THENCE 0.2
 KW2105'MILE NORTH ON GRAVEL ROAD, 58 FEET NORTHWEST OF A FENCE CORNER,
 KW2105'25 FEET NORTH OF AN EAST WEST FACE LINE, AND IS SET IN OUTCROPPING
 KW2105'BEDROCK WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 KW2105'NOTE-- IT IS ON PROPERTY OWNED BY MR. WILLIAM BLACKSMITH.
 KW2105
 KW2105                          STATION RECOVERY (1979)
 KW2105
 KW2105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2105'RECOVERED IN GOOD CONDITION.
 KW2105
 KW2105                          STATION RECOVERY (2005)
 KW2105
 KW2105'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPP)
 KW2105'THE HILL UPON WHICH THE MARK WAS LOCATED HAS BEEN LEVELED. A SHOPPING
 KW2105'MALL IS NOW UNDER CONSTRUCTION AT THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2317 ***********************************************************************
 MA2317  DESIGNATION -  GASER
 MA2317  PID         -  MA2317
 MA2317  STATE/COUNTY-  PA/MCKEAN
 MA2317  USGS QUAD   -  LEWIS RUN (1983)
 MA2317
 MA2317                         *CURRENT SURVEY CONTROL
 MA2317  ___________________________________________________________________
 MA2317* NAD 83(1992)-  41 51 57.33112(N)    078 39 28.14010(W)     ADJUSTED  
 MA2317* NAVD 88     -       564.7    (meters)    1853.     (feet)  VERTCON   
 MA2317  ___________________________________________________________________
 MA2317  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 MA2317  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 MA2317
 MA2317  HORZ ORDER  -  SECOND
 MA2317
 MA2317.The horizontal coordinates were established by classical geodetic methods
 MA2317.and adjusted by the National Geodetic Survey in June 2002..
 MA2317
 MA2317.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2317
 MA2317.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2317
 MA2317.The geoid height was determined by GEOID03.
 MA2317
 MA2317;                    North         East     Units Scale Factor Converg.
 MA2317;SPC PA N     -   189,108.168   524,631.344   MT  0.99998744   -0 36 02.0
 MA2317;SPC PA N     -   620,432.38  1,721,228.00   sFT  0.99998744   -0 36 02.0
 MA2317;UTM  17      - 4,637,542.663   694,386.711   MT  1.00006499   +1 33 49.1
 MA2317
 MA2317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2317!SPC PA N     -   0.99991646  x   0.99998744  =   0.99990390
 MA2317!UTM  17      -   0.99991646  x   1.00006499  =   0.99998145
 MA2317
 MA2317:                Primary Azimuth Mark                     Grid Az
 MA2317:SPC PA N     -  BRADFORD RADIO STA WESB MAST             008 36 47.2
 MA2317:UTM  17      -  BRADFORD RADIO STA WESB MAST             006 26 56.1
 MA2317
 MA2317|---------------------------------------------------------------------|
 MA2317| PID    Reference Object                     Distance      Geod. Az  |
 MA2317|                                                           dddmmss.s |
 MA2317| MA2323 BRADFORD RADIO STA WESB MAST        APPROX. 7.8 KM 0080045.2 |
 MA2317| CJ9847 GASER AZ MK                                        0102940.5 |
 MA2317| CJ9848 GASER RM 1                           10.915 METERS 10200     |
 MA2317| CJ9849 GASER RM 2                           15.340 METERS 28858     |
 MA2317|---------------------------------------------------------------------|
 MA2317
 MA2317                          SUPERSEDED SURVEY CONTROL
 MA2317
 MA2317  NAD 83(1996)-  41 51 57.33121(N)    078 39 28.14003(W) AD(       ) 2
 MA2317  NAD 83(1986)-  41 51 57.33266(N)    078 39 28.13859(W) AD(       ) 2
 MA2317  NAD 27      -  41 51 57.10721(N)    078 39 29.04032(W) AD(       ) 2
 MA2317  NGVD 29 (07/19/86)  564.8    (m)         1853.     (f) VERT ANG       
 MA2317
 MA2317.Superseded values are not recommended for survey control.
 MA2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2317.See file dsdata.txt to determine how the superseded data were derived.
 MA2317
 MA2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG9438737543(NAD 83)
 MA2317_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2317
 MA2317  HISTORY     - Date     Condition        Report By
 MA2317  HISTORY     - 1967     MONUMENTED       CGS
 MA2317
 MA2317                          STATION DESCRIPTION
 MA2317
 MA2317'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MA2317'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF BRADFORD, 2.5 MILES
 MA2317'SOUTH OF CUSTER CITY AND 0.25 MILE SOUTHEAST OF LEWIS RUN.  IT IS IN
 MA2317'A CLEARED AREA FOR A PIPELINE ON THE PROPERTY OWNED BY THE UNITED GAS
 MA2317'COMPANY.
 MA2317'
 MA2317'TO REACH THE STATION FROM THE POST OFFICE IN LEWIS RUN, GO SOUTHEAST
 MA2317'ON THE PAVED ROAD FOR 0.2 MILE TO A PIPELINE CROSSING AND A
 MA2317'HIGH CUT BANK ON THE RIGHT AND THE END OF TRUCK TRAVEL.  PACK
 MA2317'SOUTHEAST UP THE CLEARED AREA FOR THE PIPELINE AND THE
 MA2317'TELEPHONE LINE FOR 0.15 MILE TO THE STATION.
 MA2317'
 MA2317'THE STATION MARK IS 110 FEET EAST OF A POWERLINE POLE, 38 FEET WEST
 MA2317'OF A 14-INCH TRIANGULAR BLAZED OAK TREE, 12 FEET NORTHWEST OF A
 MA2317'TELEPHONE POLE AND 9.4 FEET NORTHWEST OF A METAL WITNESS POST.  THE
 MA2317'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 MA2317'PROJECTING 5 INCHES AND IS STAMPED GASER 1967.
 MA2317'
 MA2317'REFERENCE MARK NO. 1 IS 30 FEET EAST OF A TELEPHONE POLE AND 5 FEET
 MA2317'SOUTH OF A 14-INCH TRIANGULAR BLAZED OAK TREE.  THE MARK IS A
 MA2317'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 2
 MA2317'INCHES AND IS STAMPED GASER NO 1 1967.
 MA2317'
 MA2317'REFERENCE MARK NO. 2 IS 77 FEET NORTHEAST OF A POWERLINE POLE, 59
 MA2317'FEET NORTHWEST OF A TELEPHONE POLE AND 2.7 FEET NORTHEAST OF A
 MA2317'METAL WITNESS POST.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A
 MA2317'ROUND CONCRETE POST PROJECTING 1 INCH AND IS STAMPED GASER NO 2
 MA2317'1967.
 MA2317'
 MA2317'THE AZIMUTH MARK IS 32 FEET EAST OF THE SOUTHEAST CORNER OF A BRICK
 MA2317'HOUSE, 19 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE PAVED
 MA2317'ROAD AND 0.6 FEET EAST OF THE METAL RAILING OF BRIDGE.  THE MARK IS A
 MA2317'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE WALKWAY OF
 MA2317'THE BRIDGE AND IS STAMPED GASER 1967.
 MA2317'
 MA2317'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN LEWIS RUN, GO NORTH
 MA2317'ON THE PAVED ROAD FOR 150 FEET TO A SIDE ROAD ON THE RIGHT, TURN
 MA2317'RIGHT AND GO EAST ON THE PAVED ROAD FOR 0.3 MILE TO THE MARK ON THE
 MA2317'LEFT, IN THE NORTHWEST CORNER OF THE BRIDGE.
 MA2317'
 MA2317'HEIGHT OF LIGHT ABOVE STATION MARK 1.20 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1464 ***********************************************************************
 KV1464  DESIGNATION -  GATE
 KV1464  PID         -  KV1464
 KV1464  STATE/COUNTY-  PA/NORTHAMPTON
 KV1464  USGS QUAD   -  EASTON (1994)
 KV1464
 KV1464                         *CURRENT SURVEY CONTROL
 KV1464  ___________________________________________________________________
 KV1464* NAD 83(1986)-  40 41 44.     (N)    075 12 35.     (W)     SCALED    
 KV1464* NAVD 88     -        59.580  (meters)     195.47   (feet)  ADJUSTED  
 KV1464  ___________________________________________________________________
 KV1464  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 KV1464  DYNAMIC HT  -          59.552 (meters)     195.38  (feet)  COMP
 KV1464  MODELED GRAV-     980,159.1   (mgal)                       NAVD 88
 KV1464
 KV1464  VERT ORDER  -  FIRST     CLASS II
 KV1464
 KV1464.The horizontal coordinates were scaled from a topographic map and have
 KV1464.an estimated accuracy of +/- 6 seconds.
 KV1464
 KV1464.The orthometric height was determined by differential leveling
 KV1464.and adjusted by the National Geodetic Survey in June 1991..
 KV1464.WARNING-Repeat measurements at this control monument indicate possible
 KV1464.vertical movement.
 KV1464
 KV1464.The geoid height was determined by GEOID03.
 KV1464
 KV1464.The dynamic height is computed by dividing the NAVD 88
 KV1464.geopotential number by the normal gravity value computed on the
 KV1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1464.degrees latitude (g = 980.6199 gals.).
 KV1464
 KV1464.The modeled gravity was interpolated from observed gravity values.
 KV1464
 KV1464;                    North         East    Units  Estimated Accuracy
 KV1464;SPC PA S     -   154,340.      814,670.      MT  (+/- 180 meters Scaled)
 KV1464
 KV1464                          SUPERSEDED SURVEY CONTROL
 KV1464
 KV1464  NGVD 29 (??/??/??)   59.794  (m)          196.17   (f) ADJUSTED    1 2
 KV1464
 KV1464.Superseded values are not recommended for survey control.
 KV1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1464.See file dsdata.txt to determine how the superseded data were derived.
 KV1464
 KV1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL822049(NAD 83)
 KV1464_MARKER: DB = BENCH MARK DISK
 KV1464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1464_SP_SET: PILLAR
 KV1464_STAMPING: 196.217 GATE 1932
 KV1464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1464+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2002
 KV1464
 KV1464  HISTORY     - Date     Condition        Report By
 KV1464  HISTORY     - 1932     MONUMENTED       CGS
 KV1464  HISTORY     - 1961     GOOD             CGS
 KV1464  HISTORY     - 1978     GOOD             NGS
 KV1464  HISTORY     - 1984     GOOD             USPSQD
 KV1464  HISTORY     - 20020105 GOOD             USPSQD
 KV1464
 KV1464                          STATION DESCRIPTION
 KV1464
 KV1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1464'AT EASTON.
 KV1464'AT EASTON, NORTHAMPTON COUNTY, AT THE NORTH END OF NORTH THIRD
 KV1464'STREET AT ITS JUNCTION WITH COLLEGE AVENUE, AT THE MEMORIAL
 KV1464'ENTRANCE GATE TO LAFEYETTE COLLEGE, AND IN THE WEST FACE OF THE
 KV1464'EAST STONE PILLAR.  A STANDARD DISK, STAMPED 196.217 GATE 1932
 KV1464'AND SET VERTICALLY.
 KV1464
 KV1464                          STATION RECOVERY (1961)
 KV1464
 KV1464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 KV1464'RECOVERED IN GOOD CONDITION.
 KV1464
 KV1464                          STATION RECOVERY (1978)
 KV1464
 KV1464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 KV1464'RECOVERED IN GOOD CONDITION.
 KV1464
 KV1464                          STATION RECOVERY (1984)
 KV1464
 KV1464'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV1464'RECOVERED IN GOOD CONDITION.
 KV1464
 KV1464                          STATION RECOVERY (2002)
 KV1464
 KV1464'RECOVERY NOTE BY US POWER SQUADRON 2002 (RCN)
 KV1464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1790 ***********************************************************************
 KV1790  DESIGNATION -  GATE POST LEHIGH
 KV1790  PID         -  KV1790
 KV1790  STATE/COUNTY-  PA/NORTHAMPTON
 KV1790  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV1790
 KV1790                         *CURRENT SURVEY CONTROL
 KV1790  ___________________________________________________________________
 KV1790* NAD 83(1986)-  40 36 29.     (N)    075 22 42.     (W)     SCALED    
 KV1790* NAVD 88     -        95.072  (meters)     311.92   (feet)  ADJUSTED  
 KV1790  ___________________________________________________________________
 KV1790  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 KV1790  DYNAMIC HT  -          95.026 (meters)     311.76  (feet)  COMP
 KV1790  MODELED GRAV-     980,141.5   (mgal)                       NAVD 88
 KV1790
 KV1790  VERT ORDER  -  SECOND    CLASS 0
 KV1790
 KV1790.The horizontal coordinates were scaled from a topographic map and have
 KV1790.an estimated accuracy of +/- 6 seconds.
 KV1790
 KV1790.The orthometric height was determined by differential leveling
 KV1790.and adjusted by the National Geodetic Survey in June 1991..
 KV1790
 KV1790.The geoid height was determined by GEOID03.
 KV1790
 KV1790.The dynamic height is computed by dividing the NAVD 88
 KV1790.geopotential number by the normal gravity value computed on the
 KV1790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1790.degrees latitude (g = 980.6199 gals.).
 KV1790
 KV1790.The modeled gravity was interpolated from observed gravity values.
 KV1790
 KV1790;                    North         East    Units  Estimated Accuracy
 KV1790;SPC PA S     -   144,240.      800,690.      MT  (+/- 180 meters Scaled)
 KV1790
 KV1790                          SUPERSEDED SURVEY CONTROL
 KV1790
 KV1790  NGVD 29 (??/??/??)   95.289  (m)          312.63   (f) ADJUSTED    2 0
 KV1790
 KV1790.Superseded values are not recommended for survey control.
 KV1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1790.See file dsdata.txt to determine how the superseded data were derived.
 KV1790
 KV1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK679953(NAD 83)
 KV1790_MARKER: Z = SEE DESCRIPTION
 KV1790_SETTING: 66 = SET IN ROCK OUTCROP
 KV1790_SP_SET: GATE POST
 KV1790_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV1790+STABILITY: POSITION/ELEVATION WELL
 KV1790
 KV1790  HISTORY     - Date     Condition        Report By
 KV1790  HISTORY     - 1935     MONUMENTED       LEHIGH
 KV1790  HISTORY     - 1936     GOOD             CGS
 KV1790  HISTORY     - 19940506 GOOD             USPSQD
 KV1790  HISTORY     - 19950408 POOR             USPSQD
 KV1790  HISTORY     - 20021204 POOR             INDIV
 KV1790  HISTORY     - 20030618 POOR             GEOCAC
 KV1790
 KV1790                          STATION DESCRIPTION
 KV1790
 KV1790'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 KV1790'AT BETHLEHEM.
 KV1790'AT BETHLEHEM, NORTHAMPTON COUNTY, AT PACKER AVENUE AND NEW STREET,
 KV1790'AT THE LEHIGH UNIVERSITY CAMPUS ENTRANCE, AND AT THE EAST GATE
 KV1790'POST.  THE TOP OF THE LOWER GATE HINGE.
 KV1790
 KV1790                          STATION RECOVERY (1994)
 KV1790
 KV1790'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1790'RECOVERED IN GOOD CONDITION.
 KV1790
 KV1790                          STATION RECOVERY (1995)
 KV1790
 KV1790'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1790'MARK RECOVERED IN POOR CONDITION.
 KV1790
 KV1790                          STATION RECOVERY (2002)
 KV1790
 KV1790'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JAS)
 KV1790'NEW ST IS RENAMED UNIVERSITY DR SOUTH OF PACKER AVE.  NO GATE ANYMORE.
 KV1790'POSTS REPAIRED RECENTLY.  MARK IS ABOVE STREET LEVEL BUT COVERED WITH
 KV1790'A THIN LAYER OF ASPHALT.
 KV1790
 KV1790                          STATION RECOVERY (2003)
 KV1790
 KV1790'RECOVERY NOTE BY GEOCACHING 2003 (MDP)
 KV1790'GATE HINGE IS MISSING, BUT BRACKET IS STILL THERE.  THIS SECTION OF
 KV1790'NEW STREET IN BETHLEHEM IS NOW KNOWN AS PACKER AVENUE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3109 ***********************************************************************
 KY3109  DESIGNATION -  GATES
 KY3109  PID         -  KY3109
 KY3109  STATE/COUNTY-  PA/WASHINGTON
 KY3109  USGS QUAD   -  HACKETT (1993)
 KY3109
 KY3109                         *CURRENT SURVEY CONTROL
 KY3109  ___________________________________________________________________
 KY3109* NAD 83(1992)-  40 09 06.70671(N)    080 01 35.68778(W)     ADJUSTED  
 KY3109* NAVD 88     -       368.6    (meters)    1209.     (feet)  VERTCON   
 KY3109  ___________________________________________________________________
 KY3109  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 KY3109  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KY3109
 KY3109  HORZ ORDER  -  SECOND
 KY3109
 KY3109.The horizontal coordinates were established by classical geodetic methods
 KY3109.and adjusted by the National Geodetic Survey in June 2002..
 KY3109
 KY3109.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3109
 KY3109.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3109
 KY3109.The geoid height was determined by GEOID03.
 KY3109
 KY3109;                    North         East     Units Scale Factor Converg.
 KY3109;SPC PA S     -    93,385.098   406,052.123   MT  0.99997303   -1 28 37.3
 KY3109;SPC PA S     -   306,380.94  1,332,189.34   sFT  0.99997303   -1 28 37.3
 KY3109;UTM  17      - 4,445,066.894   582,907.162   MT  0.99968461   +0 37 39.8
 KY3109
 KY3109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3109!SPC PA S     -   0.99994741  x   0.99997303  =   0.99992044
 KY3109!UTM  17      -   0.99994741  x   0.99968461  =   0.99963204
 KY3109
 KY3109|---------------------------------------------------------------------|
 KY3109| PID    Reference Object                     Distance      Geod. Az  |
 KY3109|                                                           dddmmss.s |
 KY3109| CX4564 GATES RM 1                           28.455 METERS 04451     |
 KY3109| KY0698 GATES AZ MK                                        2490822.0 |
 KY3109| CX4565 GATES RM 2                           21.403 METERS 29043     |
 KY3109|---------------------------------------------------------------------|
 KY3109
 KY3109                          SUPERSEDED SURVEY CONTROL
 KY3109
 KY3109  NAD 83(1995)-  40 09 06.69484(N)    080 01 35.66833(W) AD(       ) 2
 KY3109  NAD 83(1986)-  40 09 06.70991(N)    080 01 35.69528(W) AD(       ) 2
 KY3109  NAD 27      -  40 09 06.45370(N)    080 01 36.50470(W) AD(       ) 2
 KY3109  NGVD 29 (07/19/86)  368.8    (m)         1210.     (f) VERT ANG       
 KY3109
 KY3109.Superseded values are not recommended for survey control.
 KY3109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3109.See file dsdata.txt to determine how the superseded data were derived.
 KY3109
 KY3109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE8290745067(NAD 83)
 KY3109_MARKER: DS = TRIANGULATION STATION DISK
 KY3109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3109
 KY3109  HISTORY     - Date     Condition        Report By
 KY3109  HISTORY     - 1961     MONUMENTED       CGS
 KY3109  HISTORY     - 1971     GOOD             PADT
 KY3109
 KY3109                          STATION DESCRIPTION
 KY3109
 KY3109'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 KY3109'LOCATED ON A HIGH, PROMINENT HILL COVERED WITH SCATTERED APPLE
 KY3109'TREES ON PROPERTY OWNED BY MR. ROY GATES, ABOUT 6.5 MILES
 KY3109'SOUTHWEST OF MONONGAHELA, 6.0 MILES EAST-SOUTHEAST OF EIGHTYFOUR
 KY3109'AND 2.5 MILES NORTHWEST OF BENTLEYVILLE.
 KY3109'
 KY3109'TO REACH THE STATION FROM THE TRAFFIC INTERCHANGE, STATE HIGHWAY
 KY3109'481, WHICH IS ABOUT 1.0 MILE NORTH OF BENTLEYVILLE, GO
 KY3109'WEST-SOUTHWEST ON INTERSTATE ROUTE 70 SOUTH FOR 2.44 MILES TO A
 KY3109'RAMP TO A TRAFFIC INTERCHANGE ON THE RIGHT AT THE CARLTON MOTEL.
 KY3109'LEAVE THE HIGHWAY AND GO UP THE RAMP, NORTH, FOR 0.1 MILE TO THE
 KY3109'INTERCHANGE, A CONCRETE BRIDGE OVER HIGHWAY 70 AND THE AZIMUTH
 KY3109'MARK ON THE LEFT. TURN RIGHT AND GO NORTH-NORTHEAST ON THE
 KY3109'BLACKTOP ROAD FOR 0.05 MILE TO A SERVICE ROAD ON THE RIGHT.  TURN
 KY3109'RIGHT AND GO EAST-NORTHE THE BLACKTOP SERVICE ROAD FOR 0.17 MILE
 KY3109'TO MR. GATES RESIDENCE ON THE RIGHT AND A TRACK FIELD ROAD ON THE
 KY3109'LEFT.  TURN LEFT AND GO ON THE TRACK FIELD ROAD FOR ABOUT 100.0
 KY3109'FEET TO A BOARD GATE ON THE LEFT.  PASS THROUGH THIS GATE AND GO
 KY3109'NORTH-NORTHWEST ON A DIM TRACK ROAD ACROSS PASTURE LAND FOR 0.2
 KY3109'MILE TO A BOARD GATE AT THE SOUTHEAST CORNER OF AN ORCHARD.  PASS
 KY3109'THROUGH THIS GATE, THENC GO NORTH THROUGH THE ORCHARD TO THE NORTH
 KY3109'SIDE, THE HIGHEST POINT OF THE HILL AND THE STATION.
 KY3109'
 KY3109'THE STATION MARK, A STANDARD DISK STAMPED GATES 1961, IS SET IN
 KY3109'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 KY3109'SURFACE OF THE GROUND.  IT IS 89.0 FEET SOUTHWEST OF A NORTH AND
 KY3109'SOUTH FENCELINE, 30.8 FEET SOUTHWEST OF A 12-INCH APPLE TREE, 28.3
 KY3109'FEET EAST OF A 12-INCH APPLE TREE AND IS ON THE HIGHEST POINT OF
 KY3109'THE HILL.
 KY3109'
 KY3109'REFERENCE MARK 1, A STANDARD DISK STAMPED GATES NO 1 1961, IS SET
 KY3109'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 KY3109'WITH THE SURFACE OF THE GROUND.  IT IS 92.0 FEET NORTHEAST OF A
 KY3109'FENCE CORNER, 45.2 FEET NORTH OF AN 18-INCH APPLE TREE, 30.0 FEET
 KY3109'EAST OF THE CREST OF THE RIDGE AND IS ABOUT 2.0 FEET LOWER THAN
 KY3109'THE STATION.
 KY3109'
 KY3109'REFERENCE MARK 2, A STANDARD DISK STAMPED GATES NO 2 1961, IS SET
 KY3109'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 KY3109'WITH THE SURFACE OF THE GROUND.  IT IS 93.0 FEET SOUTHEAST OF A
 KY3109'FENCE CORNER, 35.9 FEET SOUTHEAST OF A 14-INCH APPLE TREE, IS SET
 KY3109'IN A NORTHEAST AND SOUTHWEST FENCELINE AND IS ABOUT 5.0 FEET LOWER
 KY3109'THAN THE STATION.
 KY3109'
 KY3109'THE AZIMUTH MARK, A STANDARD DISK STAMPED GATES 1961, IS CEMENTED
 KY3109'IN A DRILL HOLE IN TOP OF THE NORTHEAST WINGWALL AT THE NORTHEAST
 KY3109'END OF A CONCRETE BRIDGE OVER INTERSTATE ROUTE 70 SOUTH.  IT IS
 KY3109'80.0 FEET WEST OF THE CENTER OF THE INTERSECTION OF THE RAMP AND A
 KY3109'NORTHEAST AND SOUTHWEST BLACKTOP ROAD, 21.0 FEET SOUTH OF THE
 KY3109'CENTERLINE OF THE CONCRETE BRIDGE AND 1.0 FOOT SOUTH OF THE SOUTH
 KY3109'BANISTER.
 KY3109'
 KY3109'HEIGHT OF LIGHT ABOVE STATION MARK 18.5 METERS.
 KY3109
 KY3109                          STATION RECOVERY (1971)
 KY3109
 KY3109'RECOVERY NOTE BY PA DEPT OF TRANSP 1971
 KY3109'GATES 1961 GOOD GATES NO. 1 1961
 KY3109'GOOD GATES NO. 2 1961 GOOD
 KY3109'
 KY3109'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1602 ***********************************************************************
 JW1602  DESIGNATION -  GATES
 JW1602  PID         -  JW1602
 JW1602  STATE/COUNTY-  PA/FAYETTE
 JW1602  USGS QUAD   -  CARMICHAELS (1988)
 JW1602
 JW1602                         *CURRENT SURVEY CONTROL
 JW1602  ___________________________________________________________________
 JW1602* NAD 83(1992)-  39 53 21.39715(N)    079 55 03.50318(W)     ADJUSTED  
 JW1602* NAVD 88     -       299.7    (meters)     983.     (feet)  VERTCON   
 JW1602  ___________________________________________________________________
 JW1602  X           -     857,952.743 (meters)                     COMP
 JW1602  Y           -  -4,825,123.010 (meters)                     COMP
 JW1602  Z           -   4,068,731.250 (meters)                     COMP
 JW1602  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 JW1602  ELLIP HEIGHT-         266.70  (meters)          (06/21/02) GPS OBS
 JW1602  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JW1602
 JW1602  HORZ ORDER  -  FIRST
 JW1602  ELLP ORDER  -  FOURTH    CLASS I
 JW1602
 JW1602.The horizontal coordinates were established by GPS observations
 JW1602.and adjusted by the National Geodetic Survey in June 2002..
 JW1602
 JW1602.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1602
 JW1602.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JW1602
 JW1602.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1602
 JW1602.The ellipsoidal height was determined by GPS observations
 JW1602.and is referenced to NAD 83.
 JW1602
 JW1602.The geoid height was determined by GEOID03.
 JW1602
 JW1602;                    North         East     Units Scale Factor Converg.
 JW1602;SPC PA S     -    64,004.447   414,615.541   MT  1.00000718   -1 24 22.9
 JW1602;SPC PA S     -   209,987.92  1,360,284.49   sFT  1.00000718   -1 24 22.9
 JW1602;UTM  17      - 4,416,028.751   592,539.984   MT  0.99970543   +0 41 39.0
 JW1602
 JW1602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1602!SPC PA S     -   0.99995816  x   1.00000718  =   0.99996534
 JW1602!UTM  17      -   0.99995816  x   0.99970543  =   0.99966360
 JW1602
 JW1602                          SUPERSEDED SURVEY CONTROL
 JW1602
 JW1602  NAD 83(1995)-  39 53 21.39731(N)    079 55 03.50328(W) AD(       ) 1
 JW1602  NAD 83(1992)-  39 53 21.40386(N)    079 55 03.50975(W) AD(       ) 1
 JW1602  NGVD 29 (02/08/94)  299.8    (m)          984.     (f) GPS OBS        
 JW1602
 JW1602.Superseded values are not recommended for survey control.
 JW1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1602.See file dsdata.txt to determine how the superseded data were derived.
 JW1602
 JW1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE9254016029(NAD 83)
 JW1602_MARKER: DD = SURVEY DISK
 JW1602_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JW1602_SP_SET: CONCRETE CURB
 JW1602_STAMPING: GATES 1989
 JW1602_MARK LOGO: USE   
 JW1602_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW1602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1602+SATELLITE: SATELLITE OBSERVATIONS - 1989
 JW1602
 JW1602  HISTORY     - Date     Condition        Report By
 JW1602  HISTORY     - 1989     MONUMENTED       HARTMN
 JW1602
 JW1602                          STATION DESCRIPTION
 JW1602
 JW1602'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1602'LOCATED ON THE RIGHT BANK OF THE MONONGAHELA RIVER AT MILE 76.2, IN
 JW1602'GERMAN TOWNSHIP, FAYETTE COUNTY, PENNSYLVANIA, IN THE VILLAGE OF
 JW1602'GATES.
 JW1602'TO REACH - FROM THE SOUTHEAST END OF MASONTOWN BRIDGE ON ROUTE 21 BY
 JW1602'HATFIELD FERRY POWER PLANT, PROCEED EAST ON ROUTE 21 FOR 2.4 MI
 JW1602'(3.86 KM) TO THE INTERSECTION OF ROUTE 21 AND ROUTE 166 NORTH.  TURN
 JW1602'LEFT AND PROCEED NORTHERLY ON ROUTE 166N FOR 0.4 MI (0.64 KM) TO A
 JW1602'4-WAY INTERSECTION. TURN LEFT AND PROCEED WESTERLY FOR 0.7 MI
 JW1602'(1.13 KM) TO A FORK.  TAKE RIGHT FORK AND PROCEED NORTHWESTERLY FOR
 JW1602'1.1 MI (1.77 KM) TO A T INTERSECTION WITH GRAVEL ROAD TO RIGHT IN
 JW1602'TOWN OF GATES. TURN LEFT AND THEN MAKE AN IMMEDIATE RIGHT.  PROCEED
 JW1602'NORTHWESTERLY FOR 0.2 MI (0.32 KM) TO A FORK, BEAR LEFT AND GO 0.15
 JW1602'MI (0.24 KM) TO POINT ON LEFT.
 JW1602'THE STATION IS A STANDARD BRASS CORPS OF ENGINEERS DISK SET IN A
 JW1602'CONCRETE CURB AT THE NORTHEAST CORNER OF THE INTERSECTION OF TOWNSHIP
 JW1602'ROAD NO. 360 WITH TOWNSHIP ROAD NO. 361.  THE STATION IS AT THE
 JW1602'INTERSECTION OF THE EAST EDGE OF A CONCRETE SIDEWALK WHICH RUNS ALONG
 JW1602'THE EAST SIDE OF ROAD NO. 360 WITH THE CONCRETE CURB WHICH RUNS ALONG
 JW1602'THE NORTH SIDE OF ROAD NO. 361.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0698 ***********************************************************************
 KY0698  DESIGNATION -  GATES AZ MK
 KY0698  PID         -  KY0698
 KY0698  STATE/COUNTY-  PA/WASHINGTON
 KY0698  USGS QUAD   -  HACKETT (1993)
 KY0698
 KY0698                         *CURRENT SURVEY CONTROL
 KY0698  ___________________________________________________________________
 KY0698* NAD 83(1986)-  40 09 01.     (N)    080 01 54.     (W)     SCALED    
 KY0698* NAVD 88     -       306.451  (meters)    1005.41   (feet)  ADJUSTED  
 KY0698  ___________________________________________________________________
 KY0698  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 KY0698  DYNAMIC HT  -         306.283 (meters)    1004.86  (feet)  COMP
 KY0698  MODELED GRAV-     980,071.3   (mgal)                       NAVD 88
 KY0698
 KY0698  VERT ORDER  -  SECOND    CLASS 0
 KY0698
 KY0698.The horizontal coordinates were scaled from a topographic map and have
 KY0698.an estimated accuracy of +/- 6 seconds.
 KY0698
 KY0698.The orthometric height was determined by differential leveling
 KY0698.and adjusted by the National Geodetic Survey in June 1991..
 KY0698
 KY0698.The geoid height was determined by GEOID03.
 KY0698
 KY0698.The dynamic height is computed by dividing the NAVD 88
 KY0698.geopotential number by the normal gravity value computed on the
 KY0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0698.degrees latitude (g = 980.6199 gals.).
 KY0698
 KY0698.The modeled gravity was interpolated from observed gravity values.
 KY0698
 KY0698;                    North         East    Units  Estimated Accuracy
 KY0698;SPC PA S     -    93,220.      405,610.      MT  (+/- 180 meters Scaled)
 KY0698
 KY0698                          SUPERSEDED SURVEY CONTROL
 KY0698
 KY0698  NGVD 29 (??/??/92)  306.618  (m)         1005.96   (f) ADJ UNCH    2 0
 KY0698
 KY0698.Superseded values are not recommended for survey control.
 KY0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0698.See file dsdata.txt to determine how the superseded data were derived.
 KY0698
 KY0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE824448(NAD 83)
 KY0698_MARKER: DZ = AZIMUTH MARK DISK
 KY0698_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0698_SP_SET: BRIDGE
 KY0698_STAMPING: GATES 1961
 KY0698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0698
 KY0698  HISTORY     - Date     Condition        Report By
 KY0698  HISTORY     - 1961     MONUMENTED       CGS
 KY0698  HISTORY     - 1961     GOOD             CGS
 KY0698  HISTORY     - 1971     POOR             NGS
 KY0698  HISTORY     - 20011121 GOOD             PADT
 KY0698
 KY0698                          STATION DESCRIPTION
 KY0698
 KY0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 KY0698'TO REACH THE STATION FROM THE TRAFFIC INTERCHANGE, STATE HIGHWAY
 KY0698'481, WHICH IS ABOUT 1.0 MILE NORTH OF BENTLEYVILLE, GO
 KY0698'WEST-SOUTHWEST ON INTERSTATE ROUTE 70 SOUTH FOR 2.44 MILES TO A
 KY0698'RAMP TO A TRAFFIC INTERCHANGE ON THE RIGHT AT THE CARLTON MOTEL.
 KY0698'LEAVE THE HIGHWAY AND GO UP THE RAMP, NORTH, FOR 0.1 MILE TO THE
 KY0698'INTERCHANGE, A CONCRETE BRIDGE OVER HIGHWAY 70 AND THE AZIMUTH
 KY0698'MARK ON THE LEFT.
 KY0698'
 KY0698'THE AZIMUTH MARK, A STANDARD DISK STAMPED GATES 1961, IS CEMENTED
 KY0698'IN A DRILL HOLE IN TOP OF THE NORTHEAST WINGWALL AT THE NORTHEAST
 KY0698'END OF A CONCRETE BRIDGE OVER INTERSTATE ROUTE 70 SOUTH.  IT IS
 KY0698'80.0 FEET WEST OF THE CENTER OF THE INTERSECTION OF THE RAMP AND A
 KY0698'NORTHEAST AND SOUTHWEST BLACKTOP ROAD, 21.0 FEET SOUTH OF THE
 KY0698'CENTERLINE OF THE CONCRETE BRIDGE AND 1.0 FOOT SOUTH OF THE SOUTH
 KY0698'BANISTER.
 KY0698
 KY0698                          STATION RECOVERY (1961)
 KY0698
 KY0698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 KY0698'3.2 MI NW FROM BENTLYVILLE.
 KY0698'ABOUT 1.0 MILE NORTH OF BENTLYVILLE AT THE TRAFFIC INTERCHANGE
 KY0698'BRIDGE OF INTERSTATE HIGHWAY 70 SOUTH AND STATE HIGHWAY 71,
 KY0698'THENCE WEST ALONG INTERSTATE HIGHWAY 70S FOR 2.25 MILES, ABOUT
 KY0698'300 FEET SOUTH OF THE CARLTON MOTEL, 20.0 FEET EAST OF THE
 KY0698'CENTERLINE OF A MACADAM ROAD AND ABOUT 1 FOOT ABOVE THE LEVEL
 KY0698'OF THE ROAD.  IT IS SET IN THE NORTHEAST WINGWALL OF A CONCRETE
 KY0698'BRIDGE OVER INTERSTATE HIGHWAY 70S.
 KY0698
 KY0698                          STATION RECOVERY (1971)
 KY0698
 KY0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KY0698'NOTE--RECOVERY FOR GATES AZIMUTH.
 KY0698'
 KY0698'CONDITION OF DISK IS GOOD BUT ELEVATION WAS FOUND TO BE OFF 0.10 FEET.
 KY0698'
 KY0698'A LEVEL LINE WAS RUN BETWEEN RZ84 AND TZ84 TO BE SURE ELEVATION
 KY0698'WAS WRONG.
 KY0698'
 KY0698'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3.25 MILES NW
 KY0698'BENTLEYVILLE.
 KY0698
 KY0698                          STATION RECOVERY (2001)
 KY0698
 KY0698'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (LS)
 KY0698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1397 ***********************************************************************
 KX1397  DESIGNATION -  GAUT
 KX1397  PID         -  KX1397
 KX1397  STATE/COUNTY-  PA/WESTMORELAND
 KX1397  USGS QUAD   -  SMITHTON (1994)
 KX1397
 KX1397                         *CURRENT SURVEY CONTROL
 KX1397  ___________________________________________________________________
 KX1397* NAD 83(1992)-  40 11 04.74545(N)    079 41 53.83974(W)     ADJUSTED  
 KX1397* NAVD 88     -       386.623  (meters)    1268.45   (feet)  ADJUSTED  
 KX1397  ___________________________________________________________________
 KX1397  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 KX1397  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KX1397  DYNAMIC HT  -         386.412 (meters)    1267.75  (feet)  COMP
 KX1397  MODELED GRAV-     980,069.2   (mgal)                       NAVD 88
 KX1397
 KX1397  HORZ ORDER  -  SECOND
 KX1397  VERT ORDER  -  SECOND    CLASS 0
 KX1397
 KX1397.The horizontal coordinates were established by classical geodetic methods
 KX1397.and adjusted by the National Geodetic Survey in June 2002..
 KX1397
 KX1397.The orthometric height was determined by differential leveling
 KX1397.and adjusted by the National Geodetic Survey in June 1991..
 KX1397
 KX1397.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1397
 KX1397.The geoid height was determined by GEOID03.
 KX1397
 KX1397.The dynamic height is computed by dividing the NAVD 88
 KX1397.geopotential number by the normal gravity value computed on the
 KX1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1397.degrees latitude (g = 980.6199 gals.).
 KX1397
 KX1397.The modeled gravity was interpolated from observed gravity values.
 KX1397
 KX1397;                    North         East     Units Scale Factor Converg.
 KX1397;SPC PA S     -    96,355.865   434,095.506   MT  0.99997022   -1 15 50.5
 KX1397;SPC PA S     -   316,127.53  1,424,195.01   sFT  0.99997022   -1 15 50.5
 KX1397;UTM  17      - 4,449,064.389   610,815.419   MT  0.99975117   +0 50 24.1
 KX1397
 KX1397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX1397!SPC PA S     -   0.99994454  x   0.99997022  =   0.99991476
 KX1397!UTM  17      -   0.99994454  x   0.99975117  =   0.99969572
 KX1397
 KX1397:                Primary Azimuth Mark                     Grid Az
 KX1397:SPC PA S     -  GAUT AZ MK                               091 06 07.9
 KX1397:UTM  17      -  GAUT AZ MK                               088 59 53.3
 KX1397
 KX1397|---------------------------------------------------------------------|
 KX1397| PID    Reference Object                     Distance      Geod. Az  |
 KX1397|                                                           dddmmss.s |
 KX1397| KX1399 GAUT AZ MK                                         0895017.4 |
 KX1397| KX1396 GAUT RM 1                            23.063 METERS 16350     |
 KX1397| KX1398 GAUT RM 2                            25.763 METERS 26612     |
 KX1397|---------------------------------------------------------------------|
 KX1397
 KX1397                          SUPERSEDED SURVEY CONTROL
 KX1397
 KX1397  NAD 83(1995)-  40 11 04.74712(N)    079 41 53.84222(W) AD(       ) 2
 KX1397  NAD 83(1986)-  40 11 04.74591(N)    079 41 53.84755(W) AD(       ) 2
 KX1397  NAD 27      -  40 11 04.49040(N)    079 41 54.69470(W) AD(       ) 2
 KX1397  NGVD 29 (??/??/92)  386.814  (m)         1269.07   (f) ADJ UNCH    2 0
 KX1397
 KX1397.Superseded values are not recommended for survey control.
 KX1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1397.See file dsdata.txt to determine how the superseded data were derived.
 KX1397
 KX1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE1081549064(NAD 83)
 KX1397_MARKER: DS = TRIANGULATION STATION DISK
 KX1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1397_STAMPING: GAUT 1961
 KX1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1397+STABILITY: SURFACE MOTION
 KX1397
 KX1397  HISTORY     - Date     Condition        Report By
 KX1397  HISTORY     - 1961     MONUMENTED       CGS
 KX1397  HISTORY     - 1961     GOOD             CGS
 KX1397
 KX1397                          STATION DESCRIPTION
 KX1397
 KX1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 KX1397'THE STATION IS LOCATED ON A HIGH BALD HILL 2.0 MILES SOUTH-SOUTHWEST
 KX1397'OF YUKON, 3.0 MILES NORTHEAST OF SMITHTON, 5.0 MILES
 KX1397'WEST-SOUTHWEST OF NEW STANTON AND ON PROPERTY OWNED BY MR. WILLIAM R.
 KX1397'GAUT.
 KX1397'
 KX1397'TO REACH THE STATION FROM THE TRAFFIC INTERCHANGE OF STATE HIGHWAY 7
 KX1397'ALTERNATE AND STATE HIGHWAY 31 ABOUT 2.0 MILES SOUTHWEST OF
 KX1397'YUKON, GO SOUTHEAST ON STATE HIGHWAY 31 FOR 0.3 MILE TO THE TOP OF
 KX1397'THE GRADE AND A METAL GATE ON THE RIGHT. CONTINUE ON HIGHWAY
 KX1397'31 FOR 0.14 MILE TO A DRIVEWAY ON THE LEFT AND THE AZIMUTH MARK ON
 KX1397'THE LEFT.  TURN RIGHT AND GO THROUGH THE METAL GATE AND FOLLOW THE
 KX1397'FARM ROAD FOR 0.15 MILE TO A LARGE BARN ON THE LEFT, CONTINUE ON THE
 KX1397'FARM ROAD AND BEAR RIGHT UP HILL FOR ABOUT 100 YARDS TO A METAL
 KX1397'GATE, GO THROUGH THE GATE AND TURN SHARP RIGHT AND GO NORTH
 KX1397'ALONG THE WEST SIDE OF THE FENCE LINE FOR ABOUT 150 YARDS TO A
 KX1397'NORTHEAST FENCE CORNER AND THE STATION AS DESCRIBED.
 KX1397'
 KX1397'THE STATION MARK, IS A STANDARD DISK STAMPED GAUT 1961, SET IN TOP OF
 KX1397'A SQUARE CONCRETE MONUMENT WHICH IS 1 FOOT LOWER THAN THE GROUND
 KX1397'SURFACE.  IT IS 3.0 FEET SOUTH OF A NORTHEAST FENCE CORNER AND 1.0
 KX1397'FOOT WEST OF A NORTH AND SOUTH FENCE LINE.
 KX1397'
 KX1397'REFERENCE MARK 1, IS A STANDARD DISK STAMPED GAUT NO 1 1961, SET IN
 KX1397'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 KX1397'SURFACE.  IT IS 1.0 FOOT WEST OF THE NORTH AND SOUTH FENCE LINE, 78.6
 KX1397'FEET SOUTH OF THE NORTHEAST FENCE CORNER AND IS ABOUT 3.0 FEET LOWER
 KX1397'THAN THE STATION MARK.
 KX1397'
 KX1397'REFERENCE MARK 2, IS A STANDARD DISK STAMPED GAUT NO 2 1961, SET IN
 KX1397'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 KX1397'SURFACE.  IT IS 1.0 FOOT SOUTH OF AN EAST AND WEST FENCE LINE, 85.0
 KX1397'WEST OF THE NORTHEAST FENCE CORNER AND IS ABOUT THE SAME
 KX1397'FEET ELEVATION AS THE STATION MARK.
 KX1397'
 KX1397'AZIMUTH MARK, IS A STANDARD DISK STAMPED GAUT 1961, CEMENTED IN A
 KX1397'DRILL HOLE IN THE ABUTMENT OF A CONCRETE BOX CULVERT.  IT
 KX1397'IS 13.5 FEET NORTH-NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 31,
 KX1397'27.3 FEET SOUTHEAST OF A POWERLINE POLE NUMBER 52, 64.0 FEET
 KX1397'EAST-SOUTHEAST OF THE CENTER OF A GRAVELED DRIVEWAY AND IS
 KX1397'HIGHER THAN THE HIGHWAY.
 KX1397'
 KX1397'DISTANCE TO BENCH MARK Y117 WAS OBSERVED BY TELLUROMETER.
 KX1397'
 KX1397'HEIGHT OF LIGHT ABOVE STATION MARK 26.27 METERS.
 KX1397
 KX1397                          STATION RECOVERY (1961)
 KX1397
 KX1397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 KX1397'5.3 MI W FROM RUFFSDALE.
 KX1397'ABOUT 4.95 MILES WEST ALONG STATE HIGHWAY 31 FROM THE LUTHERAN
 KX1397'CHURCH AT RUFFSDALE, THENCE 0.2 MILE SOUTHWEST ALONG A GRAVELED
 KX1397'DRIVEWAY, THENCE 0.1 MILE NORTHWEST ALONG A FENCELINE, 3.0 FEET
 KX1397'SOUTH OF A NORTHEAST FENCECORNER AND 1.0 FOOT WEST OF A NORTH
 KX1397'AND SOUTH FENCELINE.  SET IN TOP OF A SQUARE CONCRETE MONUMENT
 KX1397'ABOUT 1.0 FOOT BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1399 ***********************************************************************
 KX1399  DESIGNATION -  GAUT AZ MK
 KX1399  PID         -  KX1399
 KX1399  STATE/COUNTY-  PA/WESTMORELAND
 KX1399  USGS QUAD   -  SMITHTON (1994)
 KX1399
 KX1399                         *CURRENT SURVEY CONTROL
 KX1399  ___________________________________________________________________
 KX1399* NAD 83(1986)-  40 11 04.     (N)    079 41 34.     (W)     SCALED    
 KX1399* NAVD 88     -       361.592  (meters)    1186.32   (feet)  ADJUSTED  
 KX1399  ___________________________________________________________________
 KX1399  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KX1399  DYNAMIC HT  -         361.395 (meters)    1185.68  (feet)  COMP
 KX1399  MODELED GRAV-     980,069.3   (mgal)                       NAVD 88
 KX1399
 KX1399  VERT ORDER  -  SECOND    CLASS 0
 KX1399
 KX1399.The horizontal coordinates were scaled from a topographic map and have
 KX1399.an estimated accuracy of +/- 6 seconds.
 KX1399
 KX1399.The orthometric height was determined by differential leveling
 KX1399.and adjusted by the National Geodetic Survey in June 1991..
 KX1399
 KX1399.The geoid height was determined by GEOID03.
 KX1399
 KX1399.The dynamic height is computed by dividing the NAVD 88
 KX1399.geopotential number by the normal gravity value computed on the
 KX1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1399.degrees latitude (g = 980.6199 gals.).
 KX1399
 KX1399.The modeled gravity was interpolated from observed gravity values.
 KX1399
 KX1399;                    North         East    Units  Estimated Accuracy
 KX1399;SPC PA S     -    96,320.      434,560.      MT  (+/- 180 meters Scaled)
 KX1399
 KX1399                          SUPERSEDED SURVEY CONTROL
 KX1399
 KX1399  NGVD 29 (??/??/92)  361.782  (m)         1186.95   (f) ADJ UNCH    2 0
 KX1399
 KX1399.Superseded values are not recommended for survey control.
 KX1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1399.See file dsdata.txt to determine how the superseded data were derived.
 KX1399
 KX1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE112490(NAD 83)
 KX1399_MARKER: DZ = AZIMUTH MARK DISK
 KX1399_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1399_SP_SET: ABUTMENT
 KX1399_STAMPING: GAUT 1961
 KX1399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1399
 KX1399  HISTORY     - Date     Condition        Report By
 KX1399  HISTORY     - 1961     MONUMENTED       CGS
 KX1399
 KX1399                          STATION DESCRIPTION
 KX1399
 KX1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KX1399'4.8 MI W FROM RUFFSDALE.
 KX1399'ABOUT 4.8 MILES WEST ALONG STATE HIGHWAY 31 FROM THE LUTHERAN
 KX1399'CHURCH AT RUFFSDALE, 64.0 FEET SOUTHEAST OF THE CENTER OF A
 KX1399'GRAVELED DRIVEWAY, 27.3 FEET SOUTHEAST OF POWERLINE POLE NO. 52
 KX1399'AND 13.5 FEET NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 31.
 KX1399'SET IN TOP OF THE NORTH CONCRETE ABUTMENT OF A BOX CONCRETE
 KX1399'CULVERT UNDER THE HIGHWAY AND IS ABOUT 1.0 FOOT HIGHER THAN THE
 KX1399'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1396 ***********************************************************************
 KX1396  DESIGNATION -  GAUT RM 1
 KX1396  PID         -  KX1396
 KX1396  STATE/COUNTY-  PA/WESTMORELAND
 KX1396  USGS QUAD   -  SMITHTON (1994)
 KX1396
 KX1396                         *CURRENT SURVEY CONTROL
 KX1396  ___________________________________________________________________
 KX1396* NAD 83(1986)-  40 11 04.     (N)    079 41 53.     (W)     SCALED    
 KX1396* NAVD 88     -       385.594  (meters)    1265.07   (feet)  ADJUSTED  
 KX1396  ___________________________________________________________________
 KX1396  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KX1396  DYNAMIC HT  -         385.384 (meters)    1264.38  (feet)  COMP
 KX1396  MODELED GRAV-     980,069.2   (mgal)                       NAVD 88
 KX1396
 KX1396  VERT ORDER  -  SECOND    CLASS 0
 KX1396
 KX1396.The horizontal coordinates were scaled from a topographic map and have
 KX1396.an estimated accuracy of +/- 6 seconds.
 KX1396
 KX1396.The orthometric height was determined by differential leveling
 KX1396.and adjusted by the National Geodetic Survey in June 1991..
 KX1396
 KX1396.The geoid height was determined by GEOID03.
 KX1396
 KX1396.The dynamic height is computed by dividing the NAVD 88
 KX1396.geopotential number by the normal gravity value computed on the
 KX1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1396.degrees latitude (g = 980.6199 gals.).
 KX1396
 KX1396.The modeled gravity was interpolated from observed gravity values.
 KX1396
 KX1396;                    North         East    Units  Estimated Accuracy
 KX1396;SPC PA S     -    96,330.      434,120.      MT  (+/- 180 meters Scaled)
 KX1396
 KX1396                          SUPERSEDED SURVEY CONTROL
 KX1396
 KX1396  NGVD 29 (??/??/92)  385.786  (m)         1265.70   (f) ADJ UNCH    2 0
 KX1396
 KX1396.Superseded values are not recommended for survey control.
 KX1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1396.See file dsdata.txt to determine how the superseded data were derived.
 KX1396
 KX1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE108490(NAD 83)
 KX1396_MARKER: DR = REFERENCE MARK DISK
 KX1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1396_STAMPING: GAUT NO 1 1961
 KX1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1396+STABILITY: SURFACE MOTION
 KX1396
 KX1396  HISTORY     - Date     Condition        Report By
 KX1396  HISTORY     - 1961     MONUMENTED       CGS
 KX1396
 KX1396                          STATION DESCRIPTION
 KX1396
 KX1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KX1396'5.3 MI W FROM RUFFSDALE.
 KX1396'ABOUT 4.95 MILES WEST ALONG STATE HIGHWAY 31 FROM THE LUTHERAN
 KX1396'CHURCH AT RUFFSDALE, THENCE 0.2 MILE SOUTHWEST ALONG A GRAVELED
 KX1396'DRIVEWAY, THENCE 0.1 MILE NORTHWEST ALONG A FENCELINE, 78.6 FEET
 KX1396'SOUTH OF THE NORTHEAST FENCECORNER AND 1.0 FOOT WEST OF THE NORTH
 KX1396'AND SOUTH FENCELINE.  SET IN TOP OF A SQUARE CONCRETE MONUMENT
 KX1396'FLUSH WITH THE SURFACE OF THE GROUND.  75.7 FEET SOUTH OF THE
 KX1396'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1398 ***********************************************************************
 KX1398  DESIGNATION -  GAUT RM 2
 KX1398  PID         -  KX1398
 KX1398  STATE/COUNTY-  PA/WESTMORELAND
 KX1398  USGS QUAD   -  SMITHTON (1994)
 KX1398
 KX1398                         *CURRENT SURVEY CONTROL
 KX1398  ___________________________________________________________________
 KX1398* NAD 83(1986)-  40 11 04.     (N)    079 41 53.     (W)     SCALED    
 KX1398* NAVD 88     -       387.128  (meters)    1270.10   (feet)  ADJUSTED  
 KX1398  ___________________________________________________________________
 KX1398  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 KX1398  DYNAMIC HT  -         386.918 (meters)    1269.41  (feet)  COMP
 KX1398  MODELED GRAV-     980,069.2   (mgal)                       NAVD 88
 KX1398
 KX1398  VERT ORDER  -  SECOND    CLASS 0
 KX1398
 KX1398.The horizontal coordinates were scaled from a topographic map and have
 KX1398.an estimated accuracy of +/- 6 seconds.
 KX1398
 KX1398.The orthometric height was determined by differential leveling
 KX1398.and adjusted by the National Geodetic Survey in June 1991..
 KX1398
 KX1398.The geoid height was determined by GEOID03.
 KX1398
 KX1398.The dynamic height is computed by dividing the NAVD 88
 KX1398.geopotential number by the normal gravity value computed on the
 KX1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1398.degrees latitude (g = 980.6199 gals.).
 KX1398
 KX1398.The modeled gravity was interpolated from observed gravity values.
 KX1398
 KX1398;                    North         East    Units  Estimated Accuracy
 KX1398;SPC PA S     -    96,330.      434,120.      MT  (+/- 180 meters Scaled)
 KX1398
 KX1398                          SUPERSEDED SURVEY CONTROL
 KX1398
 KX1398  NGVD 29 (??/??/92)  387.320  (m)         1270.73   (f) ADJ UNCH    2 0
 KX1398
 KX1398.Superseded values are not recommended for survey control.
 KX1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1398.See file dsdata.txt to determine how the superseded data were derived.
 KX1398
 KX1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE108490(NAD 83)
 KX1398_MARKER: DR = REFERENCE MARK DISK
 KX1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1398_STAMPING: GAUT NO 2 1961
 KX1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1398+STABILITY: SURFACE MOTION
 KX1398
 KX1398  HISTORY     - Date     Condition        Report By
 KX1398  HISTORY     - 1961     MONUMENTED       CGS
 KX1398
 KX1398                          STATION DESCRIPTION
 KX1398
 KX1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KX1398'5.3 MI W FROM RUFFSDALE.
 KX1398'ABOUT 4.95 MILES WEST ALONG STATE HIGHWAY 31 FROM THE LUTHERAN
 KX1398'CHURCH AT RUFFSDALE, THENCE 0.2 MILE SOUTHWEST ALONG A GRAVELED
 KX1398'DRIVEWAY, THENCE 0.1 MILE NORTHWEST ALONG A FENCELINE, 85.0 FEET
 KX1398'WEST OF THE NORTHEAST FENCE CORNER AND 1.0 FOOT SOUTH OF AN EAST
 KX1398'AND WEST FENCELINE.  SET IN TOP OF A SQUARE CONCRETE MONUMENT
 KX1398'FLUSH WITH THE SURFACE OF THE GROUND.  84.5 FEET WEST OF THE
 KX1398'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2139 ***********************************************************************
 AJ2139  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2139  DESIGNATION -  GB 109
 AJ2139  PID         -  AJ2139
 AJ2139  STATE/COUNTY-  PA/WESTMORELAND
 AJ2139  USGS QUAD   -  GREENSBURG (1993)
 AJ2139
 AJ2139                         *CURRENT SURVEY CONTROL
 AJ2139  ___________________________________________________________________
 AJ2139* NAD 83(1992)-  40 15 27.61848(N)    079 36 46.65441(W)     ADJUSTED  
 AJ2139* NAVD 88     -       353.4    (meters)    1159.     (feet)  GPS OBS   
 AJ2139  ___________________________________________________________________
 AJ2139  X           -     878,858.278 (meters)                     COMP
 AJ2139  Y           -  -4,794,629.840 (meters)                     COMP
 AJ2139  Z           -   4,100,068.581 (meters)                     COMP
 AJ2139  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 AJ2139  ELLIP HEIGHT-         320.38  (meters)          (03/28/01) GPS OBS
 AJ2139  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 AJ2139
 AJ2139  HORZ ORDER  -  A
 AJ2139  ELLP ORDER  -  THIRD     CLASS II
 AJ2139
 AJ2139.The horizontal coordinates were established by GPS observations
 AJ2139.and adjusted by the National Geodetic Survey in March 2001..
 AJ2139
 AJ2139.The orthometric height was determined by GPS observations and a
 AJ2139.high-resolution geoid model.
 AJ2139
 AJ2139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2139
 AJ2139.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2139
 AJ2139.The ellipsoidal height was determined by GPS observations
 AJ2139.and is referenced to NAD 83.
 AJ2139
 AJ2139.The geoid height was determined by GEOID03.
 AJ2139
 AJ2139;                    North         East     Units Scale Factor Converg.
 AJ2139;SPC PA S     -   104,305.096   441,531.552   MT  0.99996515   -1 12 31.2
 AJ2139;SPC PA S     -   342,207.64  1,448,591.43   sFT  0.99996515   -1 12 31.2
 AJ2139;UTM  17      - 4,457,279.640   617,953.052   MT  0.99977127   +0 53 47.2
 AJ2139
 AJ2139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2139!SPC PA S     -   0.99994974  x   0.99996515  =   0.99991490
 AJ2139!UTM  17      -   0.99994974  x   0.99977127  =   0.99972102
 AJ2139
 AJ2139                          SUPERSEDED SURVEY CONTROL
 AJ2139
 AJ2139.No superseded survey control is available for this station.
 AJ2139
 AJ2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE1795357280(NAD 83)
 AJ2139_MARKER: DD = SURVEY DISK
 AJ2139_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ2139_SP_SET: ATOP A WINGWALL
 AJ2139_STAMPING: GB 109
 AJ2139_MARK LOGO: PATUCO
 AJ2139_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2139+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2000
 AJ2139
 AJ2139  HISTORY     - Date     Condition        Report By
 AJ2139  HISTORY     - 1998     MONUMENTED       PATUCO
 AJ2139  HISTORY     - 20000411 GOOD             PATUCO
 AJ2139
 AJ2139                          STATION DESCRIPTION
 AJ2139
 AJ2139'DESCRIBED BY PENNSYLVANIA TURNPIKE COMMISSION 2000 (LG)
 AJ2139'THE STATION IS LOCATED IN WESTMORELAND COUNTY, PENNSYLVANIA, IN
 AJ2139'THE MEDIAN STRIP OF THE PENNSYLVANIA TURNPIKE TOLL 66 (STATE
 AJ2139'ROUTE 66), 2.53 MI (4.1 KM) NORTH OF THE INTERCHANGE OF PA TURNPIKE
 AJ2139'TOLL 66, INTERSTATES 70 AND 76 AND US ROUTE 119.
 AJ2139' 
 AJ2139'THE STATION IS 3 MI (4.8 KM) NORTH OF NEW STANTON, 1.5 MI (2.4 KM)
 AJ2139'NORTHWEST OF YOUNGWOOD AND 4 MI (6.4 KM) SOUTH-SOUTHWEST OF
 AJ2139'GREENSBURG.
 AJ2139' 
 AJ2139'OWNERSHIP IS THE PENSYLVANIA TURNPIKE COMMISSION, P.O. BOX 67676,
 AJ2139'HARRSIBURG, PA 17106-7676 - (717) 939-9551 - SURVEYS AND RIGHT-OF-WAY.
 AJ2139'TO REACH THE STATION FROM THE INTERSECTION OF US ROUTE 119 AND
 AJ2139'THE NEW STANTON INTERCHANGE OF INTERSTATE 70 AND 76
 AJ2139'(PENNSYLVANIA TURNPIKE), PROCEED NORTH ON US ROUTE 119 FOR 0.4 MI
 AJ2139'(0.6 KM) TO THE INTERSECTION WITH PA TURNPIKE TOLL 66 (STATE ROUTE
 AJ2139'66).  PROCEED NORTH ON PA TURNPIKE TOLL 66 FOR 2.53 MI (4.07 KM) TO
 AJ2139'TWIN BRDIGES
 AJ2139'OVER DEPOT ROAD (STATE ROUTE 2012) TO THE STATION.  STATION IS ALSO
 AJ2139'LOCATED 3.80 MI (6.11 KM) SOUTH ALONG PA TURNPIKE TOLL 66 (STATE
 AJ2139'ROUTE 66) FROM THE INTERSECTION OF PA TURNPIKE TOLL 66 AND US
 AJ2139'ROUTE 30.
 AJ2139' 
 AJ2139'THE STATION IS A STANDARD PA TURNPIKE COMMISSION BRASS DISK SET
 AJ2139'ATOP THE THE SW WINGWALL OF THE NORTHBOUND BRDIGE ON PA
 AJ2139'TURNPIKE TOLL 66 (STATE ROUTE 66)  OVER DEPOT ROAD (STATE ROUTE
 AJ2139'2012).  SAID BRIDGE HAS PA TURNPIKE DESIGNATION --GB-109 NB-- AND IS
 AJ2139'LOCATED AT MILEPOST G-02.53 ON PA TURNPIKE TOLL 66 (STATE ROUTE 66).
 AJ2139'THE STATION IS 14.6 FT (4.5 M) WEST OF THE WEST EDGE OF THE
 AJ2139'NORTHBOUND PASSING LANE AND 18.7 FT (5.7 M) SOUTH OF THE NW
 AJ2139'CORNER FACE OF SOUTH ABUTMENT OF BRIDGE, 3.2 FT (1.0 M) NORTH OF
 AJ2139'THE END OF THE SW WINGWALL, AND APPROXIMATELY 0.5 FT (0.8 M) LOWER
 AJ2139'THAN THE NORTHBOUND ROADWAY.
 AJ2139' 
 AJ2139' 
 AJ2139' 
 AJ2139' 
 AJ2139' 
 AJ2139'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2140 ***********************************************************************
 AJ2140  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2140  DESIGNATION -  GB 126
 AJ2140  PID         -  AJ2140
 AJ2140  STATE/COUNTY-  PA/WESTMORELAND
 AJ2140  USGS QUAD   -  GREENSBURG (1993)
 AJ2140
 AJ2140                         *CURRENT SURVEY CONTROL
 AJ2140  ___________________________________________________________________
 AJ2140* NAD 83(1992)-  40 21 51.61639(N)    079 33 25.68947(W)     ADJUSTED  
 AJ2140* NAVD 88     -       398.3    (meters)    1307.     (feet)  GPS OBS   
 AJ2140  ___________________________________________________________________
 AJ2140  X           -     882,146.543 (meters)                     COMP
 AJ2140  Y           -  -4,786,268.883 (meters)                     COMP
 AJ2140  Z           -   4,109,129.799 (meters)                     COMP
 AJ2140  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 AJ2140  ELLIP HEIGHT-         365.14  (meters)          (03/28/01) GPS OBS
 AJ2140  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 AJ2140
 AJ2140  HORZ ORDER  -  A
 AJ2140  ELLP ORDER  -  THIRD     CLASS II
 AJ2140
 AJ2140.The horizontal coordinates were established by GPS observations
 AJ2140.and adjusted by the National Geodetic Survey in March 2001..
 AJ2140
 AJ2140.The orthometric height was determined by GPS observations and a
 AJ2140.high-resolution geoid model.
 AJ2140
 AJ2140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2140
 AJ2140.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2140
 AJ2140.The ellipsoidal height was determined by GPS observations
 AJ2140.and is referenced to NAD 83.
 AJ2140
 AJ2140.The geoid height was determined by GEOID03.
 AJ2140
 AJ2140;                    North         East     Units Scale Factor Converg.
 AJ2140;SPC PA S     -   116,047.771   446,521.733   MT  0.99996063   -1 10 20.8
 AJ2140;SPC PA S     -   380,733.40  1,464,963.39   sFT  0.99996063   -1 10 20.8
 AJ2140;UTM  17      - 4,469,195.568   622,507.483   MT  0.99978474   +0 56 04.5
 AJ2140
 AJ2140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2140!SPC PA S     -   0.99994272  x   0.99996063  =   0.99990336
 AJ2140!UTM  17      -   0.99994272  x   0.99978474  =   0.99972748
 AJ2140
 AJ2140                          SUPERSEDED SURVEY CONTROL
 AJ2140
 AJ2140.No superseded survey control is available for this station.
 AJ2140
 AJ2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE2250769196(NAD 83)
 AJ2140_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ2140_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ2140_SP_SET: NW WINGWALL OF NORTHBOUND BRIDGE
 AJ2140_STAMPING: GB 126
 AJ2140_MARK LOGO: PATUCO
 AJ2140_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2140+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2000
 AJ2140
 AJ2140  HISTORY     - Date     Condition        Report By
 AJ2140  HISTORY     - 1998     MONUMENTED       PATUCO
 AJ2140  HISTORY     - 20000411 GOOD             PATUCO
 AJ2140
 AJ2140                          STATION DESCRIPTION
 AJ2140
 AJ2140'DESCRIBED BY PENNSYLVANIA TURNPIKE COMMISSION 2000 (TEF)
 AJ2140'THE STATION IS LOCATED IN WESTMORELAND COUNTY, PENNSYLVANIA, 1.45
 AJ2140'MI (2.33 KM) NORTH OF THE INTERSECTION OF STATE ROUTE 6066 AND PA
 AJ2140'TURNPIKE TOLL 66 (STATE ROUTE 66), WHICH IS ALSO THE GREENSBURG
 AJ2140'BYPASS INTERCHANGE ON PA TURNPIKE TOLL 66 (STATE ROUTE 66).
 AJ2140' 
 AJ2140'OWNERSHIP IS THE PENNSYLVANIA TURNPIKE COMMISSION, P.O. BOX 67676,
 AJ2140'HARRISBURG, PA 17106, (717) 939-9551.
 AJ2140' 
 AJ2140'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 6066
 AJ2140'AND PA TURNPIKE TOLL 66 (STATE ROUTE 66), PROCEED NORTH ON PA
 AJ2140'TURNPIKE TOLL 66 (STATE ROUTE 66) FOR 1.5 MI (2.4 KM) TO THE BRIDGE
 AJ2140'OVER TOWNSHIP ROAD (T-871).  THE BRIDGE IS TO THE RIGHT OF THE
 AJ2140'CNG-TE TRANSMISSION CORPORATION SOUTH OAKFORD STATION PUMPING
 AJ2140'STATION.  THE STATION IS IN THE NW WINGWALL OF THE NORTHBOUND
 AJ2140'BRIDGE AT MILEPOST 10.88.
 AJ2140' 
 AJ2140'THE STATION IS A PENNSYLVANIA TURNPIKE COMMISSION BRONZE
 AJ2140'HORIZONTAL CONTROL DISK SET FLUSH WITH THE TOP OF THE NW CORNER
 AJ2140'OF THE NW WINGWALL OF THE NORTHBOUND BRIDGE OF PA TURNPIKE TOLL
 AJ2140'66 (STATE ROUTE 66).  THE STATION IS 7.1 FT (2.2 M) WEST OF THE
 AJ2140'OUTSIDE
 AJ2140'EDGE OF THE PARAPET WALL, 20.7 FT (6.3 M) SW OF THE OUTSIDE END OF
 AJ2140'THE PARAPET WALL AND 20.0 FT (6.1 M) NORTH OF THE WALL AT THE NW
 AJ2140'END OF THE NORTHBOUND BRIDGE OF PA TURNPIKE TOLL 66.
 AJ2140' 
 AJ2140' 
 AJ2140' 
 AJ2140' 
 AJ2140'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2302 ***********************************************************************
 KX2302  DESIGNATION -  GEIS
 KX2302  PID         -  KX2302
 KX2302  STATE/COUNTY-  PA/CAMBRIA
 KX2302  USGS QUAD   -  GEISTOWN (1993)
 KX2302
 KX2302                         *CURRENT SURVEY CONTROL
 KX2302  ___________________________________________________________________
 KX2302* NAD 83(1992)-  40 17 02.57275(N)    078 51 48.90458(W)     ADJUSTED  
 KX2302* NAVD 88     -       626.6    (meters)    2056.     (feet)  VERTCON   
 KX2302  ___________________________________________________________________
 KX2302  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 KX2302  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KX2302
 KX2302  HORZ ORDER  -  SECOND
 KX2302
 KX2302.The horizontal coordinates were established by classical geodetic methods
 KX2302.and adjusted by the National Geodetic Survey in June 2002..
 KX2302
 KX2302.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2302
 KX2302.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2302
 KX2302.The geoid height was determined by GEOID03.
 KX2302
 KX2302;                    North         East     Units Scale Factor Converg.
 KX2302;SPC PA S     -   106,159.293   505,307.854   MT  0.99996371   -0 43 20.9
 KX2302;SPC PA S     -   348,290.95  1,657,830.85   sFT  0.99996371   -0 43 20.9
 KX2302;UTM  17      - 4,461,474.370   681,612.887   MT  1.00000603   +1 22 54.2
 KX2302
 KX2302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2302!SPC PA S     -   0.99990674  x   0.99996371  =   0.99987046
 KX2302!UTM  17      -   0.99990674  x   1.00000603  =   0.99991277
 KX2302
 KX2302|---------------------------------------------------------------------|
 KX2302| PID    Reference Object                     Distance      Geod. Az  |
 KX2302|                                                           dddmmss.s |
 KX2302| CJ9851 GEIS RM 1                             7.165 METERS 02900     |
 KX2302| CJ9850 GEIS AZ MK                                         1065150.8 |
 KX2302| CJ9852 GEIS RM 2                             7.016 METERS 24319     |
 KX2302|---------------------------------------------------------------------|
 KX2302
 KX2302                          SUPERSEDED SURVEY CONTROL
 KX2302
 KX2302  NAD 83(1986)-  40 17 02.57960(N)    078 51 48.91549(W) AD(       ) 2
 KX2302  NAD 27      -  40 17 02.30750(N)    078 51 49.83072(W) AD(       ) 2
 KX2302  NGVD 29 (07/19/86)  626.8    (m)         2056.     (f) VERT ANG       
 KX2302
 KX2302.Superseded values are not recommended for survey control.
 KX2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2302.See file dsdata.txt to determine how the superseded data were derived.
 KX2302
 KX2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE8161361474(NAD 83)
 KX2302_MARKER: DE = TRAVERSE STATION DISK
 KX2302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2302_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KX2302_STAMPING: GEIS 1967
 KX2302_MARK LOGO: CGS   
 KX2302_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX2302+STABILITY: SURFACE MOTION
 KX2302
 KX2302  HISTORY     - Date     Condition        Report By
 KX2302  HISTORY     - 1967     MONUMENTED       CGS
 KX2302  HISTORY     - 19810101 GOOD             NGS
 KX2302
 KX2302                          STATION DESCRIPTION
 KX2302
 KX2302'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2302'THE STATION IS LOCATED 4 MILES SOUTHEAST OF JOHNSTOWN, 3 MILES
 KX2302'NORTH-NORTHWEST OF WINDBER, 1-1/2 MILES
 KX2302'EAST-SOUTHEAST OF GEISTOWN, ABOUT 50 FEET SOUTHEAST OF THE CITIZENS
 KX2302'BANK.  IT IS ON PROPERTY OF LAWRENCE MOSTALLER AND IS LEASED BY
 KX2302'THE CITIZENS BANK.
 KX2302'
 KX2302'TO REACH THE STATION FROM THE INTERCHANGE OF U.S. HIGHWAY 219 AND
 KX2302'SCALP BOULEVARD, GO NORTHWEST ON SCALP BOULEVARD FOR
 KX2302'0.65 MILE TO THE CITIZENS BANK ON THE RIGHT IN THE SOUTHEAST QUADRANT
 KX2302'OF AN INTERSECTION.  TURN RIGHT AND GO EAST FOR 200 FEET
 KX2302'TO A DRIVEWAY ON THE RIGHT, TURN RIGHT INTO DRIVEWAY AND GO SOUTH FOR
 KX2302'50 FEET TO END OF DRIVEWAY, THEN WALK SOUTH FOR 50 FEET TO
 KX2302'THE STATION AS DESCRIBED.
 KX2302'
 KX2302'THE STATION IS 55 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BANK,
 KX2302'10.2 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE YARD, AND
 KX2302'9.6 FEET WEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 KX2302'TRAVERSE DISK STAMPED GEIS 1967 SET IN THE TOP OF A 12 INCH ROUND
 KX2302'CONCRETE POST WHICH IS FLUSH WITH THE GROUND SURFACE.
 KX2302'
 KX2302'REFERENCE MARK 1 IS 61.2 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 KX2302'OF THE BANK, 27.7 FEET NORTH-NORTHEAST OF A METAL WITNESS
 KX2302'POST AND SIGN, AND 0.8 FEET WEST OF A FENCE.  IT IS A STANDARD DISK
 KX2302'STAMPED GEIS NO 1 1967 SET IN THE TOP OF A 12 INCH ROUND
 KX2302'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.
 KX2302'
 KX2302'REFERENCE MARK 2 IS 44.8 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 KX2302'OF THE BANK, 32.0 FEET SOUTHWEST OF A METAL WITNESS POST AND
 KX2302'SIGN, AND 29.0 FEET WEST-NORTHWEST OF THE SOUTHEAST CORNER OF THE
 KX2302'YARD.  IT IS A STANDARD DISK STAMPED GEIS NO 2 1967, SET IN
 KX2302'THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KX2302'GROUND SURFACE.
 KX2302'
 KX2302'THE AZIMUTH MARK IS ABOUT 220 FEET SOUTH OF THE APPROXIMATE CENTER OF
 KX2302'THE NORTHBOUND LANE OF U.S. HIGHWAY 219, ABOUT 200 FEET
 KX2302'EAST OF THE CENTERLINE OF STATE HIGHWAY 756, 3.0 FEET SOUTHEAST OF A
 KX2302'METAL WITNESS POST AND SIGN, AND 2 FEET NORTHWEST OF THE MOST
 KX2302'NORTHERLY OF TWO HIGHLINE POLES.  IT IS ABOUT 15 FEET HIGHER THAN
 KX2302'U.S. HIGHWAY 219.  IT IS A STANDARD DISK STAMPED GEIS 1967
 KX2302'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 2
 KX2302'INCHES ABOVE THE GROUND SURFACE.
 KX2302'
 KX2302'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON SCALP
 KX2302'BOULEVARD FOR 0.7 MILE TO THE JUNCTION OF U.S.  HIGHWAY 219.
 KX2302'GO EASTERLY ON U.S. HIGHWAY 219 FOR 0.7 MILE TO THE BRIDGE OVER STATE
 KX2302'HIGHWAY 756, CONTINUE AHEAD FOR 200 FEET, THEN WALK SOUTH
 KX2302'ACROSS THE ACCESS RAMP AND CLIMB A CUTBANK AND GO TO THE TWO HIGHLINE
 KX2302'POLES AND THE MARK AS DESCRIBED.
 KX2302
 KX2302                          STATION RECOVERY (1981)
 KX2302
 KX2302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (JY)
 KX2302'MARK WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2135 ***********************************************************************
 AJ2135  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2135  DESIGNATION -  GEISLER
 AJ2135  PID         -  AJ2135
 AJ2135  STATE/COUNTY-  PA/FRANKLIN
 AJ2135  USGS QUAD   -  FANNETTSBURG (1984)
 AJ2135
 AJ2135                         *CURRENT SURVEY CONTROL
 AJ2135  ___________________________________________________________________
 AJ2135* NAD 83(1992)-  40 05 26.34074(N)    077 48 35.75688(W)     ADJUSTED  
 AJ2135* NAVD 88     -       252.8    (meters)     829.     (feet)  GPS OBS   
 AJ2135  ___________________________________________________________________
 AJ2135  X           -   1,031,789.301 (meters)                     COMP
 AJ2135  Y           -  -4,776,222.938 (meters)                     COMP
 AJ2135  Z           -   4,085,831.869 (meters)                     COMP
 AJ2135  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 AJ2135  ELLIP HEIGHT-         218.76  (meters)          (03/28/01) GPS OBS
 AJ2135  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 AJ2135
 AJ2135  HORZ ORDER  -  A
 AJ2135  ELLP ORDER  -  THIRD     CLASS II
 AJ2135
 AJ2135.The horizontal coordinates were established by GPS observations
 AJ2135.and adjusted by the National Geodetic Survey in March 2001..
 AJ2135
 AJ2135.The orthometric height was determined by GPS observations and a
 AJ2135.high-resolution geoid model.
 AJ2135
 AJ2135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2135
 AJ2135.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2135
 AJ2135.The ellipsoidal height was determined by GPS observations
 AJ2135.and is referenced to NAD 83.
 AJ2135
 AJ2135.The geoid height was determined by GEOID03.
 AJ2135
 AJ2135;                    North         East     Units Scale Factor Converg.
 AJ2135;SPC PA S     -    84,090.083   594,889.017   MT  0.99997913   -0 02 20.0
 AJ2135;SPC PA S     -   275,885.55  1,951,731.72   sFT  0.99997913   -0 02 20.0
 AJ2135;UTM  18      - 4,441,603.204   260,445.915   MT  1.00030650   -1 48 37.6
 AJ2135
 AJ2135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2135!SPC PA S     -   0.99996568  x   0.99997913  =   0.99994481
 AJ2135!UTM  18      -   0.99996568  x   1.00030650  =   1.00027217
 AJ2135
 AJ2135                          SUPERSEDED SURVEY CONTROL
 AJ2135
 AJ2135.No superseded survey control is available for this station.
 AJ2135
 AJ2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK6044641603(NAD 83)
 AJ2135_MARKER: DD = SURVEY DISK
 AJ2135_SETTING: 66 = SET IN ROCK OUTCROP
 AJ2135_STAMPING: GEISLER
 AJ2135_MARK LOGO: PATUCO
 AJ2135_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ2135+STABILITY: POSITION/ELEVATION WELL
 AJ2135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2135+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2000
 AJ2135
 AJ2135  HISTORY     - Date     Condition        Report By
 AJ2135  HISTORY     - 1998     MONUMENTED       PATUCO
 AJ2135  HISTORY     - 20000417 GOOD             PATUCO
 AJ2135
 AJ2135                          STATION DESCRIPTION
 AJ2135
 AJ2135'DESCRIBED BY PENNSYLVANIA TURNPIKE COMMISSION 2000 (LG)
 AJ2135'THE STATION IS LOACTED IN FRANKLIN COUNTY, PENNSYLVANIA, 33.6 MI (54.1
 AJ2135'KM) WEST OF CARLISLE, 12.9 MI (20.8 KM) NORTHWEST OF CHAMBERSBURG,
 AJ2135'15.7 MI (25.3 KM) WEST OF SHIPPENSBURG, AND 13.1 MI (21.1 KM)
 AJ2135'NORTHEAST
 AJ2135'OF MCCONNLESBURG, AT THE INTERSECTION OF STATE ROUTE 75 AND
 AJ2135'INTERSTATE 76 (PA TURNPIKE) ENTRANCE ROAD.
 AJ2135' 
 AJ2135'OWNERSHIP IS THE PENNSYLVANIA TURNPIKE COMMISSION, SURVEYS AND
 AJ2135'RIGHT-OF-WAY DEPT., P.O. BOX 67676, HARRISBURG, PA 17106, (717)
 AJ2135'939-9551.
 AJ2135' 
 AJ2135'TO REACH FROM THE TOLL BOOTHS OF THE PA TURNPIKE INTERCHANGE OF
 AJ2135'STATE ROUTE 75 (WILLOW HILL), PROCEED FOR 0.3 MI (0.5 KM)
 AJ2135'SOUTH-SOUTHWEST DOWN THE PA TURNPIKE ENTRANCE ROAD TO THE
 AJ2135'INTERSECTION WITH STATE ROUTE 75 AND THE STATION.
 AJ2135' 
 AJ2135'THE STATION IS A STANDARD PA TURNPIKE COMMISSION BRONZE DISK IN A
 AJ2135'BEDROCK OUTCROPPING, ON THE WESTERLY CORNER OF THE
 AJ2135'INTERSECTION OF STATE ROUTE 75 AND THE PA TURNPIKE ENTRANCE ROAD
 AJ2135'AT THE WILLOW HILL INTERCHANGE.  THE STATION IS LOCATED 99.4 FT (30.3
 AJ2135'M) NORTH-NORTHWEST FROM THE CENTERLINE OF STATE ROUTE 75, 63.0 FT
 AJ2135'(19.2 M) WEST-SOUTHWEST FROM THE CENTERLINE OF THE PA TURNPIKE
 AJ2135'ENTRANCE ROAD, 27.9 FT (8.5 M) SOUTHEAST FROM AN ORANGE CARSONITE
 AJ2135'WITNESS POST, AND 0.3 FT (0.1 M) BELOW THE ROADWAYS.
 AJ2135' 
 AJ2135' 
 AJ2135' 
 AJ2135' 
 AJ2135' 
 AJ2135'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1886 ***********************************************************************
 LZ1886  DESIGNATION -  GELS ET
 LZ1886  PID         -  LZ1886
 LZ1886  STATE/COUNTY-  PA/LUZERNE
 LZ1886  USGS QUAD   -  SWEET VALLEY (1983)
 LZ1886
 LZ1886                         *CURRENT SURVEY CONTROL
 LZ1886  ___________________________________________________________________
 LZ1886* NAD 83(1992)-  41 18 47.28322(N)    076 10 16.28014(W)     ADJUSTED  
 LZ1886* NAVD 88     -       454.     (meters)    1489.     (feet)  SCALED    
 LZ1886  ___________________________________________________________________
 LZ1886  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 LZ1886  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 LZ1886
 LZ1886  HORZ ORDER  -  SECOND
 LZ1886
 LZ1886.The horizontal coordinates were established by classical geodetic methods
 LZ1886.and adjusted by the National Geodetic Survey in June 2002..
 LZ1886
 LZ1886.The orthometric height was scaled from a topographic map.
 LZ1886
 LZ1886.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1886
 LZ1886.The geoid height was determined by GEOID03.
 LZ1886
 LZ1886;                    North         East     Units Scale Factor Converg.
 LZ1886;SPC PA N     -   128,524.267   732,190.104   MT  0.99995849   +1 02 40.0
 LZ1886;SPC PA N     -   421,666.70  2,402,193.70   sFT  0.99995849   +1 02 40.0
 LZ1886;UTM  18      - 4,574,180.384   401,967.967   MT  0.99971827   -0 46 23.7
 LZ1886
 LZ1886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1886!SPC PA N     -   0.99993379  x   0.99995849  =   0.99989229
 LZ1886!UTM  18      -   0.99993379  x   0.99971827  =   0.99965208
 LZ1886
 LZ1886|---------------------------------------------------------------------|
 LZ1886| PID    Reference Object                     Distance      Geod. Az  |
 LZ1886|                                                           dddmmss.s |
 LZ1886| CB3404 GELS ET RM 2                         17.380 METERS 17102     |
 LZ1886| LZ1895 SHICKSHINNY MOUNTAIN LOT            APPROX.16.4 KM 1742305.0 |
 LZ1886| CB3403 GELS ET RM 1                         48.290 METERS 35540     |
 LZ1886|---------------------------------------------------------------------|
 LZ1886
 LZ1886                          SUPERSEDED SURVEY CONTROL
 LZ1886
 LZ1886  NAD 83(1986)-  41 18 47.28257(N)    076 10 16.28071(W) AD(       ) 2
 LZ1886  NAD 27      -  41 18 46.99355(N)    076 10 17.53494(W) AD(       ) 2
 LZ1886
 LZ1886.Superseded values are not recommended for survey control.
 LZ1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1886.See file dsdata.txt to determine how the superseded data were derived.
 LZ1886
 LZ1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL0196874180(NAD 83)
 LZ1886_MARKER: Z = SEE DESCRIPTION
 LZ1886_SETTING: 0 = UNSPECIFIED SETTING
 LZ1886
 LZ1886  HISTORY     - Date     Condition        Report By
 LZ1886  HISTORY     - 1968     MONUMENTED       USGS
 LZ1886
 LZ1886                          STATION DESCRIPTION
 LZ1886
 LZ1886'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (AIM)
 LZ1886'STATION IS LOCATED ABOUT 7.0 MILES WEST OF LEHMAN AND ABOUT 3.0 MILES
 LZ1886'NORTHWEST OF SWEET VALLEY.
 LZ1886'
 LZ1886'TO REACH FROM JUNCTION OF STATE HIGHWAYS 118 AND 487 AT RED ROCK, GO
 LZ1886'EAST ON HIGHWAY 118 FOR 7.0 MILES TO Y-FORK, TURN LEFT ON
 LZ1886'GRAVELED ROAD AND GO 0.1 MILE TO DRIVEWAY ON LEFT, TURN LEFT ON
 LZ1886'DRIVEWAY AND GO 0.2 MILE TO HOUSE AND STATION ON RIGHT.
 LZ1886'
 LZ1886'THE STATION MARK IS A STANDARD TABLET STAMPED GELS ET 1968 SET IN
 LZ1886'DRILL HOLE IN 1- BY 2-FOOT BOULDER FLUSH WITH GROUND.  IT IS
 LZ1886'190 FEET SOUTH OF HOUSE, 13 FEET SOUTHEAST OF 4-INCH CEDAR TREE, 12
 LZ1886'FEET NORTH-NORTHEAST OF 10-FOOT LONG ROCK PILE, AND 6.7 FEET
 LZ1886'EAST OF TELEPHONE POLE NO. KP 3.
 LZ1886'
 LZ1886'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK TABLET STAMPED GELS
 LZ1886'ET 1968 RM 1 SET IN DRILL HOLE IN 2- BY 4-FOOT BOULDER PROJECTING
 LZ1886'2 INCHES ABOVE GROUND.  IT IS 31.4 FEET SOUTH OF SOUTHWEST CORNER OF
 LZ1886'HOUSE, 24.5 FEET WEST-NORTHWEST OF 36-INCH MAPLE TREE
 LZ1886'AND 8.2 FEET NORTH OF 14-INCH SPRUCE TREE.
 LZ1886'
 LZ1886'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK TABLET STAMPED GELS
 LZ1886'ET 1968 RM 2 SET IN DRILL HOLE IN 2- BY 3-FOOT BOULDER PROJECTING
 LZ1886'2 INCHES ABOVE GROUND.  IT IS 29.8 FEET EAST OF DOUBLE-STEMMED MAPLE
 LZ1886'TREE, 23.1 FEET WEST OF POWER POLE NO. R-488 AND 8 FEET NORTHWEST
 LZ1886'OF DOUBLE-STEMMED MAPLE TREE.
 LZ1886'
 LZ1886'THE AZIMUTH MARK IS THE CENTERLINE OF SHICKSHINNY LOOKOUT TOWER ABOUT
 LZ1886'10 MILES SOUTH-SOUTHEAST OF STATION AND VISIBLE FROM GROUND.
 LZ1886'
 LZ1886'HEIGHT OF LIGHT ABOVE STATION MARK - 55.21 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1857 ***********************************************************************
 MB1857  DESIGNATION -  GENEVA KEYSTONE ORD STANDPIPE
 MB1857  PID         -  MB1857
 MB1857  STATE/COUNTY-  PA/CRAWFORD
 MB1857  USGS QUAD   -  GENEVA (1990)
 MB1857
 MB1857                         *CURRENT SURVEY CONTROL
 MB1857  ___________________________________________________________________
 MB1857* NAD 83(1992)-  41 32 04.04785(N)    080 12 44.37478(W)     ADJUSTED  
 MB1857* NAVD 88     -                                                        
 MB1857  ___________________________________________________________________
 MB1857  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 MB1857  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 MB1857
 MB1857  HORZ ORDER  -  THIRD
 MB1857
 MB1857.The horizontal coordinates were established by classical geodetic methods
 MB1857.and adjusted by the National Geodetic Survey in June 2002..
 MB1857
 MB1857
 MB1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1857
 MB1857.The geoid height was determined by GEOID03.
 MB1857
 MB1857;                    North         East     Units Scale Factor Converg.
 MB1857;SPC PA N     -   154,819.673   394,550.323   MT  0.99995892   -1 37 44.1
 MB1857;SPC PA N     -   507,937.54  1,294,453.85   sFT  0.99995892   -1 37 44.1
 MB1857;UTM  17      - 4,598,389.190   565,706.821   MT  0.99965313   +0 31 20.3
 MB1857
 MB1857                          SUPERSEDED SURVEY CONTROL
 MB1857
 MB1857  NAD 83(1995)-  41 32 04.05128(N)    080 12 44.37905(W) AD(       ) 4
 MB1857  NAD 83(1986)-  41 32 04.05336(N)    080 12 44.37996(W) AD(       ) 4
 MB1857  NAD 27      -  41 32 03.86500(N)    080 12 45.15200(W) AD(       ) 3
 MB1857
 MB1857.Superseded values are not recommended for survey control.
 MB1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1857.See file dsdata.txt to determine how the superseded data were derived.
 MB1857
 MB1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF6570798389(NAD 83)
 MB1857
 MB1857  HISTORY     - Date     Condition        Report By
 MB1857  HISTORY     - 1961     MONUMENTED       CGS
 MB1857
 MB1857                          STATION DESCRIPTION
 MB1857
 MB1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 MB1857'A BALL ON THE APEX OF THE STANDPIPE, LOCATED 2-1/4 MILES
 MB1857'SOUTH-SOUTHEAST OF GENEVA, 6.5 MILES NORTH OF
 MB1857'SHEAKLEYVILLE, 7.0 MILES SOUTHEAST OF CONNEAUT LAKE AND IN THE
 MB1857'CENTRAL SECTION OF THE KEYSTONE ORDNANCE DEPOT.  THE
 MB1857'STRUCTURE IS BUILT OF CONCRETE WITH A ELLIPSOIDAL TOP, MOUNTED ON TOP
 MB1857'OF A ROUND ENCLOSED BUILDING WHICH RESEMBLES THE TANK,
 MB1857'THE TANK IS PAINTED RED AND WHITE CHECKED AND THE OVERALL HEIGHT IS
 MB1857'ABOUT 125.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1859 ***********************************************************************
 MB1859  DESIGNATION -  GENEVA KEYSTONE ORD CEN TANK
 MB1859  PID         -  MB1859
 MB1859  STATE/COUNTY-  PA/CRAWFORD
 MB1859  USGS QUAD   -  GENEVA (1990)
 MB1859
 MB1859                         *CURRENT SURVEY CONTROL
 MB1859  ___________________________________________________________________
 MB1859* NAD 83(1992)-  41 32 25.72486(N)    080 13 39.04796(W)     ADJUSTED  
 MB1859* NAVD 88     -                                                        
 MB1859  ___________________________________________________________________
 MB1859  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 MB1859  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 MB1859
 MB1859  HORZ ORDER  -  THIRD
 MB1859
 MB1859.The horizontal coordinates were established by classical geodetic methods
 MB1859.and adjusted by the National Geodetic Survey in June 2002..
 MB1859
 MB1859
 MB1859.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1859
 MB1859.The geoid height was determined by GEOID03.
 MB1859
 MB1859;                    North         East     Units Scale Factor Converg.
 MB1859;SPC PA N     -   155,524.270   393,302.634   MT  0.99995914   -1 38 20.3
 MB1859;SPC PA N     -   510,249.21  1,290,360.39   sFT  0.99995914   -1 38 20.3
 MB1859;UTM  17      - 4,599,046.254   564,433.953   MT  0.99965109   +0 30 44.2
 MB1859
 MB1859                          SUPERSEDED SURVEY CONTROL
 MB1859
 MB1859  NAD 83(1995)-  41 32 25.72837(N)    080 13 39.05256(W) AD(       ) 4
 MB1859  NAD 83(1986)-  41 32 25.73040(N)    080 13 39.05324(W) AD(       ) 4
 MB1859  NAD 27      -  41 32 25.54000(N)    080 13 39.82100(W) AD(       ) 3
 MB1859
 MB1859.Superseded values are not recommended for survey control.
 MB1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1859.See file dsdata.txt to determine how the superseded data were derived.
 MB1859
 MB1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF6443499046(NAD 83)
 MB1859
 MB1859  HISTORY     - Date     Condition        Report By
 MB1859  HISTORY     - 1961     MONUMENTED       CGS
 MB1859
 MB1859                          STATION DESCRIPTION
 MB1859
 MB1859'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 MB1859'THE APEX OF THE WATER TANK, LOCATED 2-1/4 MILES SOUTH-SOUTHEAST OF
 MB1859'GENEVA, 6.5 MILES NORTH OF SHEAKLEYVILLE, 7.0 MILES SOUTHEAST
 MB1859'OF CONNEAUT LAKE AND IN THE WEST CENTRAL SECTION OF THE KEYSTONE
 MB1859'ORDNANCE DEPOT.  THE STRUCTURE IS A INDUSTRIAL
 MB1859'WATER TANK, STEEL, RIVETED, VERTICAL, ELLIPSOIDAL BOTTOM, CONICAL
 MB1859'TOP, 28.8 FEET IN DIAMETER, 16 FEET HIGH, 100,000
 MB1859'GALLONS CAPACITY, MOUNTED ON 4 LACED STRUCTURAL STEEL COLUMNS WITH
 MB1859'TRANSVERSE SUPPORTS 137 FEET HIGH, STEEL GRATING
 MB1859'CIRCULAR BALCONY WITH GUARD RAIL AT BASE OF TANK, REVOLVING ROOF
 MB1859'LADDER, AIRCRAFT WARNING LIGHT ON THE APEX, STEEL ACCESS LADDER
 MB1859'WITH SAFETY RAILING TO GROUND LEVEL, 49 INCHES DIAMETER
 MB1859'RISER PIPE AND OVERALL HEIGHT IS 153.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1942 ***********************************************************************
 MA1942  DESIGNATION -  GEORGE
 MA1942  PID         -  MA1942
 MA1942  STATE/COUNTY-  PA/CLARION
 MA1942  USGS QUAD   -  STRATTANVILLE (1981)
 MA1942
 MA1942                         *CURRENT SURVEY CONTROL
 MA1942  ___________________________________________________________________
 MA1942* NAD 83(1992)-  41 10 33.98800(N)    079 19 13.56981(W)     ADJUSTED  
 MA1942* NAVD 88     -       478.0    (meters)    1568.     (feet)  VERTCON   
 MA1942  ___________________________________________________________________
 MA1942  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 MA1942  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 MA1942
 MA1942  HORZ ORDER  -  SECOND
 MA1942
 MA1942.The horizontal coordinates were established by classical geodetic methods
 MA1942.and adjusted by the National Geodetic Survey in June 2002..
 MA1942
 MA1942.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA1942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA1942
 MA1942.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1942
 MA1942.The geoid height was determined by GEOID03.
 MA1942
 MA1942;                    North         East     Units Scale Factor Converg.
 MA1942;SPC PA N     -   113,296.633   468,235.128   MT  0.99996566   -1 02 20.1
 MA1942;SPC PA N     -   371,707.37  1,536,201.42   sFT  0.99996566   -1 02 20.1
 MA1942;SPC PA S     -   205,794.209   468,225.105   MT  1.00003964   -1 01 08.0
 MA1942;SPC PA S     -   675,176.50  1,536,168.53   sFT  1.00003964   -1 01 08.0
 MA1942;UTM  17      - 4,559,666.666   640,879.984   MT  0.99984427   +1 06 21.5
 MA1942
 MA1942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1942!SPC PA N     -   0.99993017  x   0.99996566  =   0.99989583
 MA1942!SPC PA S     -   0.99993017  x   1.00003964  =   0.99996980
 MA1942!UTM  17      -   0.99993017  x   0.99984427  =   0.99977445
 MA1942
 MA1942|---------------------------------------------------------------------|
 MA1942| PID    Reference Object                     Distance      Geod. Az  |
 MA1942|                                                           dddmmss.s |
 MA1942| CX4571 GEORGE RM 1                           6.370 METERS 09432     |
 MA1942| CX4572 GEORGE RM 2                           8.431 METERS 19028     |
 MA1942| MA1070 PORT                                APPROX. 2.4 KM 2880654.9 |
 MA1942|---------------------------------------------------------------------|
 MA1942
 MA1942                          SUPERSEDED SURVEY CONTROL
 MA1942
 MA1942  NAD 83(1986)-  41 10 33.98973(N)    079 19 13.57188(W) AD(       ) 2
 MA1942  NAD 27      -  41 10 33.75690(N)    079 19 14.41630(W) AD(       ) 2
 MA1942  NGVD 29 (07/19/86)  478.2    (m)         1569.     (f) VERT ANG       
 MA1942
 MA1942.Superseded values are not recommended for survey control.
 MA1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1942.See file dsdata.txt to determine how the superseded data were derived.
 MA1942
 MA1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF4088059667(NAD 83)
 MA1942_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1942
 MA1942  HISTORY     - Date     Condition        Report By
 MA1942  HISTORY     - 1958     MONUMENTED       CGS
 MA1942
 MA1942                          STATION DESCRIPTION
 MA1942
 MA1942'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 MA1942'STATION IS ABOUT 4 MILES SOUTHEAST OF CLARION, 2 MILES SOUTH OF
 MA1942'STRATTANVILLE, 1 MILE EAST OF STATE HIGHWAY 66.
 MA1942'
 MA1942'TO REACH FROM THE POST OFFICE IN STRATTANVILLE, GO SOUTH ON THE DIRT
 MA1942'ROAD FOR 0.05 MILES TO THE T-ROAD INTERSECTION WITH
 MA1942'A SURFACED ROAD.  TURN RIGHT AND GO WEST FOR 0.05 MILES AND THEN LEFT
 MA1942'AND SOUTH, UNDER A RAILROAD UNDERPASS, FOR 1.3 MILES TO THE
 MA1942'REHOBETH PRESBYTERIAN CHURCH.  TAKE LEFT HAND ROAD, AT FORK
 MA1942'IMMEDIATELY SOUTH OF THE CHURCH, AND GO SOUTH AND EAST ON
 MA1942'WINDING GRAVEL ROAD TO A FARM ACCESS-ROAD JUST AFTER CRESTING THE TOP
 MA1942'OF A HILL.  TURN LEFT AND GO EAST TO A TWO STORY FRAME
 MA1942'HOUSE.  PROCEED AROUND THE EAST SIDE OF A BARN AND CORN CRIB
 MA1942'TO THE NORTH SIDE OF THE BARN.  CONTINUE NORTH ON THE LANE, BETWEEN
 MA1942'PINE AND CHERRY TREES, TO THE SUMMIT OF THE HILL AND
 MA1942'STATION.
 MA1942'
 MA1942'STATION IS ABOUT 50 FEET NORTH OF THE TOP OF THE HILL, 25 FEET WEST
 MA1942'OF A 4 INCH CHERRY TREE ON THE FENCELINE WEST OF THE
 MA1942'CENTER OF THE LANE, 5 FEET SOUTH-SOUTHWEST OF A 4 INCH SQUARE, WHITE
 MA1942'WITNESS POST.  STATION IS MARKED BY A
 MA1942'STANDARD DISK STAMPED, GEORGE 1958 SET IN THE CENTER OF A 12 INCH
 MA1942'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 MA1942'
 MA1942'RM 1 IS 50 FEET NORTHEAST OF THE SUMMIT OF THE HILL, 10 FEET EAST OF
 MA1942'THE CENTERLINE OF THE LANE, 4 FEET SOUTHWEST OF THE
 MA1942'DOMESTICATED CHERRY TREE.  THE MARK IS A STANDARD DISK STAMPED,
 MA1942'GEORGE NO 1 1958 SET IN THE CENTER OF A 12 INCH SQUARE
 MA1942'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 MA1942'
 MA1942'RM 2 IS 41 FEET SOUTHWEST OF THE CHERRY TREE, 25 FEET NORTH OF THE
 MA1942'SUMMIT OF THE HILL, 15 FEET WEST OF THE CENTERLINE OF
 MA1942'THE LANE.  THE MARK IS A STANDARD DISK STAMPED, GEORGE NO 2 1958 SET
 MA1942'IN THE CENTER OF A 12 INCH SQUARE CONCRETE MONUMENT FLUSH
 MA1942'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2724 ***********************************************************************
 LY2724  DESIGNATION -  GEORGE
 LY2724  PID         -  LY2724
 LY2724  STATE/COUNTY-  PA/LACKAWANNA
 LY2724  USGS QUAD   -  AVOCA (1994)
 LY2724
 LY2724                         *CURRENT SURVEY CONTROL
 LY2724  ___________________________________________________________________
 LY2724* NAD 83(1992)-  41 21 36.06853(N)    075 38 43.70670(W)     ADJUSTED  
 LY2724* NAVD 88     -       525.0    (meters)    1722.     (feet)  VERTCON   
 LY2724  ___________________________________________________________________
 LY2724  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 LY2724  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 LY2724
 LY2724  HORZ ORDER  -  SECOND
 LY2724
 LY2724.The horizontal coordinates were established by classical geodetic methods
 LY2724.and adjusted by the National Geodetic Survey in June 2002..
 LY2724
 LY2724.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2724
 LY2724.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2724
 LY2724.The geoid height was determined by GEOID03.
 LY2724
 LY2724;                    North         East     Units Scale Factor Converg.
 LY2724;SPC PA N     -   134,665.511   776,072.871   MT  0.99995734   +1 23 32.0
 LY2724;SPC PA N     -   441,815.10  2,546,165.74   sFT  0.99995734   +1 23 32.0
 LY2724;UTM  18      - 4,578,924.800   446,010.952   MT  0.99963587   -0 25 35.5
 LY2724
 LY2724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2724!SPC PA N     -   0.99992260  x   0.99995734  =   0.99987994
 LY2724!UTM  18      -   0.99992260  x   0.99963587  =   0.99955850
 LY2724
 LY2724:                Primary Azimuth Mark                     Grid Az
 LY2724:SPC PA N     -  SCRUB OAK LOOKOUT TOWER                  059 54 56.2
 LY2724:UTM  18      -  SCRUB OAK LOOKOUT TOWER                  061 44 03.7
 LY2724
 LY2724|---------------------------------------------------------------------|
 LY2724| PID    Reference Object                     Distance      Geod. Az  |
 LY2724|                                                           dddmmss.s |
 LY2724| LY2712 SCRUB OAK LOOKOUT TOWER             APPROX. 5.0 KM 0611828.2 |
 LY2724| CB3405 GEORGE RM 1                           8.504 METERS 06712     |
 LY2724| LY2733 SCRANTON RAD WGEI FM CEN MAST       APPROX.11.3 KM 3110208.2 |
 LY2724| CB3406 GEORGE RM 2                          10.217 METERS 32122     |
 LY2724|---------------------------------------------------------------------|
 LY2724
 LY2724                          SUPERSEDED SURVEY CONTROL
 LY2724
 LY2724  NAD 83(1996)-  41 21 36.06850(N)    075 38 43.70984(W) AD(       ) 2
 LY2724  NAD 83(1986)-  41 21 36.06856(N)    075 38 43.71001(W) AD(       ) 2
 LY2724  NAD 27      -  41 21 35.77840(N)    075 38 45.01670(W) AD(       ) 2
 LY2724  NGVD 29 (07/19/86)  525.2    (m)         1723.     (f) VERT ANG       
 LY2724
 LY2724.Superseded values are not recommended for survey control.
 LY2724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2724.See file dsdata.txt to determine how the superseded data were derived.
 LY2724
 LY2724_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL4601178925(NAD 83)
 LY2724_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2724_SETTING: 66 = SET IN ROCK OUTCROP
 LY2724
 LY2724  HISTORY     - Date     Condition        Report By
 LY2724  HISTORY     - 1960     MONUMENTED       CGS
 LY2724  HISTORY     - 1984     GOOD             PWPCO
 LY2724  HISTORY     - 20030413 GOOD             INDIV
 LY2724
 LY2724                          STATION DESCRIPTION
 LY2724
 LY2724'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 LY2724'THE STATION IS LOCATED ON THE NORTHEAST END OF A LOW BRUSHEY RIDGE,
 LY2724'3.0 MILES SOUTHEAST OF SCRANTON, 4-1/2 MILES NORTH-NORTHWEST
 LY2724'OF ROCKDALE AND ON PROPERTY OWNED BY THE SPRINGBROOK WATER COMPANY.
 LY2724'
 LY2724'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 LY2724'HIGHWAY 307 IN SCRANTON, GO SOUTHEAST ON STATE HIGHWAY 307 AND
 LY2724'MOOSIC STREET FOR 3.0 MILES TO A GATE ON THE RIGHT, AT THE NORTH END
 LY2724'OF A SMALL LAKE.  TURN SHARP RIGHT AND GO WEST ON THE NARROW
 LY2724'MACADAM ROAD FOR 0.5 MILE TO A LOCKED GATE, THE KEY CAN BE OBTAINED
 LY2724'FROM THE SPRINGBROOK WATER COMPANY OF SCRANTON.  CONTINUE
 LY2724'WEST ON THE MACADAM ROAD FOR 0.14 MILE TO A Y-FORK.  KEEP LEFT
 LY2724'AROUND THE EAST SIDE OF THE LAKE FOR 0.8 MILE TO A WOODS ROAD LEFT,
 LY2724'BETWEEN TWO IRON POST.  TURN LEFT ON THE WOODS ROAD FOR 0.75
 LY2724'MILE TO A DIM WOODS ROAD LEFT AND A 8-INCH TRIANGULAR BLAZED OAK TREE
 LY2724'ON THE LEFT.  TURN LEFT ON THE DIM WOODS ROAD AND GO UP A STEEP
 LY2724'HILL FOR 0.5 MILE TO THE SUMMIT AND A DIM TRAIL LEFT, CONTINUE ON THE
 LY2724'WOODS ROAD FOR 0.1 MILE TO A SMALL CREEK CROSSING AND THE END
 LY2724'OF THE ROAD, CONTINUE WEST ON A DIM GAME TRAIL FOR 0.1 MILE TO A
 LY2724'Y-FORK IN THE TRAIL.  KEEP THE RIGHT FORK AND GO SOUTHWEST ON THE
 LY2724'GAME TRAIL FOR ABOUT 0.35 MILE TO A 8-INCH TRIANGULAR
 LY2724'BLAZED OAK TREE ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST ON A DIM
 LY2724'TRAIL FOR 0.35 MILE TO THE SUMMIT OF THE HILL AND THE STATION
 LY2724'AS DESCRIBED.
 LY2724'
 LY2724'THE STATION MARK, A STANDARD DISK STAMPED GEORGE 1960, CEMENTED IN A
 LY2724'DRILL HOLE IN OUTCROPPING BED ROCK WHICH PROJECTS 4 INCHES
 LY2724'ABOVE THE GROUND SURFACE.  IT IS 4.8 FEET NORTH-NORTHEAST OF A
 LY2724'STANDARD METAL WITNESS POST AND MARKER.
 LY2724'
 LY2724'REFERENCE MARK 1, A STANDARD DISK STAMPED GEORGE NO 1 1960, CEMENTED
 LY2724'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 1 INCH
 LY2724'ABOVE THE GROUND SURFACE.  IT IS 31.9 FEET EAST-NORTHEAST OF THE
 LY2724'WITNESS POST AND ABOUT 1 FOOT LOWER IN ELEVATION THAN THE
 LY2724'STATION MARK.
 LY2724'
 LY2724'REFERENCE MARK 2, A STANDARD DISK STAMPED GEORGE NO 2 1960, CEMENTED
 LY2724'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE
 LY2724'GROUND SURFACE.  IT IS 34.5 FEET NORTH-NORTHWEST OF THE WITNESS POST
 LY2724'AND IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 LY2724'
 LY2724'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 LY2724
 LY2724                          STATION RECOVERY (1984)
 LY2724
 LY2724'RECOVERY NOTE BY PENNSYLVANIA WATER AND POWER COMPANY 1984 (GMB)
 LY2724'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LY2724
 LY2724                          STATION RECOVERY (2003)
 LY2724
 LY2724'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (ZKM)
 LY2724'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LY2724'CONDITION.  THE WITNESS POST NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1364 ***********************************************************************
 LZ1364  DESIGNATION -  GERMANIA
 LZ1364  PID         -  LZ1364
 LZ1364  STATE/COUNTY-  PA/POTTER
 LZ1364  USGS QUAD   -  GALETON (1994)
 LZ1364
 LZ1364                         *CURRENT SURVEY CONTROL
 LZ1364  ___________________________________________________________________
 LZ1364* NAD 83(1986)-  41 38 55.     (N)    077 39 41.     (W)     SCALED    
 LZ1364* NAVD 88     -       588.098  (meters)    1929.45   (feet)  ADJUSTED  
 LZ1364  ___________________________________________________________________
 LZ1364  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 LZ1364  DYNAMIC HT  -         587.831 (meters)    1928.58  (feet)  COMP
 LZ1364  MODELED GRAV-     980,150.0   (mgal)                       NAVD 88
 LZ1364
 LZ1364  VERT ORDER  -  SECOND    CLASS 0
 LZ1364
 LZ1364.The horizontal coordinates were scaled from a topographic map and have
 LZ1364.an estimated accuracy of +/- 6 seconds.
 LZ1364
 LZ1364.The orthometric height was determined by differential leveling
 LZ1364.and adjusted by the National Geodetic Survey in June 1991..
 LZ1364
 LZ1364.The geoid height was determined by GEOID03.
 LZ1364
 LZ1364.The dynamic height is computed by dividing the NAVD 88
 LZ1364.geopotential number by the normal gravity value computed on the
 LZ1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1364.degrees latitude (g = 980.6199 gals.).
 LZ1364
 LZ1364.The modeled gravity was interpolated from observed gravity values.
 LZ1364
 LZ1364;                    North         East    Units  Estimated Accuracy
 LZ1364;SPC PA N     -   164,580.      607,380.      MT  (+/- 180 meters Scaled)
 LZ1364
 LZ1364                          SUPERSEDED SURVEY CONTROL
 LZ1364
 LZ1364  NGVD 29 (??/??/92)  588.217  (m)         1929.84   (f) ADJ UNCH    2 0
 LZ1364
 LZ1364.Superseded values are not recommended for survey control.
 LZ1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1364.See file dsdata.txt to determine how the superseded data were derived.
 LZ1364
 LZ1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM783141(NAD 83)
 LZ1364_MARKER: DD = SURVEY DISK
 LZ1364_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1364_SP_SET: BRIDGE
 LZ1364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1364
 LZ1364  HISTORY     - Date     Condition        Report By
 LZ1364  HISTORY     - UNK      MONUMENTED       PADH
 LZ1364  HISTORY     - 1935     GOOD             NGS
 LZ1364
 LZ1364                          STATION DESCRIPTION
 LZ1364
 LZ1364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ1364'AT GERMANIA.
 LZ1364'AT GERMANIA, ON STATE HIGHWAY 144, 160 FEET NORTH OF A SHARP
 LZ1364'CURVE, 120 FEET SOUTHEAST OF THE FRONT DOORSTEP OF THE POST
 LZ1364'OFFICE, 100 FEET NORTH OF A GRAY WOODEN CHURCH, 96 FEET SOUTH
 LZ1364'OF THE SOUTHWEST CORNER OF THE 2-STORY WHITE FRAME GERMANIA
 LZ1364'HOTEL, 87 FEET SOUTH OF THE CENTER OF THE JUNCTION OF THE RAUSCH
 LZ1364'PLACE ROAD LEADING SOUTHEAST AT A 12-FOOT SPAN SKEW CONCRETE
 LZ1364'BRIDGE, IN THE TOP OF THE SOUTHEAST CONCRETE WING WALL, 11 FEET
 LZ1364'EAST OF THE CENTER LINE OF THE HIGHWAY, AND LEVEL WITH THE
 LZ1364'ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2431 ***********************************************************************
 KW2431  DESIGNATION -  GETTIG
 KW2431  PID         -  KW2431
 KW2431  STATE/COUNTY-  PA/CENTRE
 KW2431  USGS QUAD   -  MINGOVILLE (1983)
 KW2431
 KW2431                         *CURRENT SURVEY CONTROL
 KW2431  ___________________________________________________________________
 KW2431* NAD 83(1992)-  40 56 56.30458(N)    077 42 20.70899(W)     ADJUSTED  
 KW2431* NAVD 88     -       299.059  (meters)     981.16   (feet)  ADJUSTED  
 KW2431  ___________________________________________________________________
 KW2431  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 KW2431  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KW2431  DYNAMIC HT  -         298.919 (meters)     980.70  (feet)  COMP
 KW2431  MODELED GRAV-     980,146.9   (mgal)                       NAVD 88
 KW2431
 KW2431  HORZ ORDER  -  SECOND
 KW2431  VERT ORDER  -  SECOND    CLASS 0
 KW2431
 KW2431.The horizontal coordinates were established by classical geodetic methods
 KW2431.and adjusted by the National Geodetic Survey in June 2002..
 KW2431
 KW2431.The orthometric height was determined by differential leveling
 KW2431.and adjusted by the National Geodetic Survey in June 1991..
 KW2431
 KW2431.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2431
 KW2431.The geoid height was determined by GEOID03.
 KW2431
 KW2431.The dynamic height is computed by dividing the NAVD 88
 KW2431.geopotential number by the normal gravity value computed on the
 KW2431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2431.degrees latitude (g = 980.6199 gals.).
 KW2431
 KW2431.The modeled gravity was interpolated from observed gravity values.
 KW2431
 KW2431;                    North         East     Units Scale Factor Converg.
 KW2431;SPC PA N     -    86,879.117   603,725.604   MT  0.99999005   +0 01 45.4
 KW2431;SPC PA N     -   285,035.90  1,980,723.09   sFT  0.99999005   +0 01 45.4
 KW2431;UTM  18      - 4,536,618.453   272,254.578   MT  1.00023843   -1 46 26.7
 KW2431
 KW2431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2431!SPC PA N     -   0.99995831  x   0.99999005  =   0.99994836
 KW2431!UTM  18      -   0.99995831  x   1.00023843  =   1.00019673
 KW2431
 KW2431:                Primary Azimuth Mark                     Grid Az
 KW2431:SPC PA N     -  GETTIG AZ MK                             012 30 55.7
 KW2431:UTM  18      -  GETTIG AZ MK                             014 19 07.8
 KW2431
 KW2431|---------------------------------------------------------------------|
 KW2431| PID    Reference Object                     Distance      Geod. Az  |
 KW2431|                                                           dddmmss.s |
 KW2431| KW2430 GETTIG AZ MK                                       0123241.1 |
 KW2431| KW2910 ISHLER                              APPROX. 3.1 KM 0535510.9 |
 KW2431| KW2432 GETTIG RM 1                           8.233 METERS 14815     |
 KW2431| KW2433 GETTIG RM 2                           7.816 METERS 32340     |
 KW2431|---------------------------------------------------------------------|
 KW2431
 KW2431                          SUPERSEDED SURVEY CONTROL
 KW2431
 KW2431  NAD 83(1986)-  40 56 56.30337(N)    077 42 20.71061(W) AD(       ) 2
 KW2431  NAD 27      -  40 56 56.08520(N)    077 42 21.69940(W) AD(       ) 2
 KW2431  NGVD 29 (??/??/??)  299.262  (m)          981.83   (f) ADJUSTED    2 0
 KW2431
 KW2431.Superseded values are not recommended for survey control.
 KW2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2431.See file dsdata.txt to determine how the superseded data were derived.
 KW2431
 KW2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL7225536618(NAD 83)
 KW2431_MARKER: DS = TRIANGULATION STATION DISK
 KW2431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2431_STAMPING: GETTIG 1959
 KW2431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2431+STABILITY: SURFACE MOTION
 KW2431
 KW2431  HISTORY     - Date     Condition        Report By
 KW2431  HISTORY     - 1959     MONUMENTED       CGS
 KW2431  HISTORY     - 1960     GOOD             CGS
 KW2431
 KW2431                          STATION DESCRIPTION
 KW2431
 KW2431'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 KW2431'STATION IS LOCATED ON A LOW HILL, IN A PASTURE, ON PROPERTY WHICH IS
 KW2431'OWNED BY A MR. GETTIG, ABOUT 4-1/2 MILES NORTHEAST OF
 KW2431'BELLEFONTE, 2-1/2 MILES SOUTHEAST OF CURTIN AND ABOUT 1/4 MILE
 KW2431'SOUTH-SOUTHEAST OF STATE LEGISLATIVE ROUTE 14028.
 KW2431'
 KW2431'STATION IS REACHED FROM THE POST OFFICE IN BELLEFONTE.  GO NORTHEAST
 KW2431'ON HOWARD STREET AND STATE LEGISLATIVE ROUTE
 KW2431'14028 FOR 3.2 MILES TO A CROSSROAD, CONTINUE NORTHEAST ON ROUTE 14028
 KW2431'FOR 0.69 MILE TO A SIDE ROAD RIGHT, CONTINUE NORTHEAST
 KW2431'ON ROUTE 14028 FOR 1.03 MILES TO A GRAVELED SIDE ROAD RIGHT, A
 KW2431'TWO-STORY HOUSE ON THE LEFT AND THE AZIMUTH MARK 175 FEET
 KW2431'NORTHEAST OF THIS POINT AND ON THE RIGHT SIDE OF THE ROAD.  TURN
 KW2431'RIGHT AND GO SOUTH-SOUTHEAST ON THE GRAVELED SIDE ROAD FOR 0.22
 KW2431'MILE, HOME OF MR. GETTIG ON THE LEFT, A BARN AND GATE ON
 KW2431'THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE, KEEP TO THE SOUTH SIDE
 KW2431'OF THE BARN AND GO SOUTHWEST ACROSS A PASTURE FOR
 KW2431'0.16 MILE TO THE TOP OF A LOW HILL, A WIRE FENCE LINE AND STATION.
 KW2431'
 KW2431'STATION MARK IS A STANDARD DISK, STAMPED GETTIG 1959, SET IN THE TOP
 KW2431'OF A SQUARE CONCRETE MONUMENT WHICH IS ABOUT 2 INCHES
 KW2431'BELOW THE GROUND SURFACE.  IT IS ABOUT 3 FEET EAST OF A WIRE FENCE
 KW2431'LINE, 59 FEET SOUTH OF A FENCE CORNER AND ABOUT 127 FEET
 KW2431'NORTH OF A TWIN-TRUNK WILD CHERRY TREE.
 KW2431'
 KW2431'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GETTIG NO 1 1959, SET IN
 KW2431'THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH
 KW2431'WITH THE GROUND SURFACE.  IT IS ABOUT 2 FEET EAST OF THE WIRE FENCE
 KW2431'LINE AND ABOUT 86 FEET SOUTH OF THE FENCE CORNER.
 KW2431'
 KW2431'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GETTIG NO 2 1959, SET IN
 KW2431'THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS
 KW2431'FLUSH WITH THE GROUND SURFACE.  IT IS ABOUT 2 FEET EAST OF THE WIRE
 KW2431'FENCE LINE AND ABOUT 34 FEET SOUTH OF THE FENCE CORNER.
 KW2431'
 KW2431'AZIMUTH MARK IS A STANDARD DISK, STAMPED GETTIG 1959, SET IN THE TOP
 KW2431'OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 1
 KW2431'INCH.  IT IS ABOUT 17 FEET SOUTH-SOUTHEAST OF THE CENTER OF STATE
 KW2431'LEGISLATIVE ROUTE 14028, 5 FEET NORTH-NORTHWEST OF A
 KW2431'CULTIVATED FIELD, 14 FEET SOUTHWEST OF A 12-INCH WALNUT TREE, 175
 KW2431'FEET NORTHEAST OF THE CENTER OF A GRAVELED SIDE ROAD AND 2.2
 KW2431'FEET SOUTH OF A STANDARD METAL WITNESS POST AND MARKER.
 KW2431'
 KW2431'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KW2431
 KW2431                          STATION RECOVERY (1960)
 KW2431
 KW2431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KW2431'5.3 MI SW FROM JACKSONVILLE.
 KW2431'4.9 MILES SOUTHWEST ALONG COUNTY ROAD 14028 FROM THE EMANUEL
 KW2431'UNITED CHURCH OF CHRIST AT JACKSONVILLE, TO A POINT 150 FEET
 KW2431'BEYOND AZIMUTH MARK GETTIG, THENCE 0.2 MILE SOUTH ALONG A
 KW2431'GRAVEL ROAD, THENCE 0.25 MILE WEST ALONG A FENCE, 46 FEET
 KW2431'SOUTHEAST OF THE EAST-AND WEST FENCE LINE, 27 FEET NORTHWEST OF
 KW2431'R.M. 1, 26 FEET SOUTHEAST OF R.M. 2, 3 FEET EAST OF A FENCE.
 KW2431'A COAST AND GEODETIC SURVEY TRIANGULATION-STATION DISK, STAMPED
 KW2431'GETTIG 1959 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 KW2431'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2430 ***********************************************************************
 KW2430  DESIGNATION -  GETTIG AZ MK
 KW2430  PID         -  KW2430
 KW2430  STATE/COUNTY-  PA/CENTRE
 KW2430  USGS QUAD   -  MINGOVILLE (1983)
 KW2430
 KW2430                         *CURRENT SURVEY CONTROL
 KW2430  ___________________________________________________________________
 KW2430* NAD 83(1986)-  40 57 10.     (N)    077 42 17.     (W)     SCALED    
 KW2430* NAVD 88     -       293.420  (meters)     962.66   (feet)  ADJUSTED  
 KW2430  ___________________________________________________________________
 KW2430  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KW2430  DYNAMIC HT  -         293.282 (meters)     962.21  (feet)  COMP
 KW2430  MODELED GRAV-     980,147.7   (mgal)                       NAVD 88
 KW2430
 KW2430  VERT ORDER  -  SECOND    CLASS 0
 KW2430
 KW2430.The horizontal coordinates were scaled from a topographic map and have
 KW2430.an estimated accuracy of +/- 6 seconds.
 KW2430
 KW2430.The orthometric height was determined by differential leveling
 KW2430.and adjusted by the National Geodetic Survey in June 1991..
 KW2430
 KW2430.The geoid height was determined by GEOID03.
 KW2430
 KW2430.The dynamic height is computed by dividing the NAVD 88
 KW2430.geopotential number by the normal gravity value computed on the
 KW2430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2430.degrees latitude (g = 980.6199 gals.).
 KW2430
 KW2430.The modeled gravity was interpolated from observed gravity values.
 KW2430
 KW2430;                    North         East    Units  Estimated Accuracy
 KW2430;SPC PA N     -    87,300.      603,810.      MT  (+/- 180 meters Scaled)
 KW2430
 KW2430                          SUPERSEDED SURVEY CONTROL
 KW2430
 KW2430  NGVD 29 (??/??/??)  293.623  (m)          963.33   (f) ADJUSTED    2 0
 KW2430
 KW2430.Superseded values are not recommended for survey control.
 KW2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2430.See file dsdata.txt to determine how the superseded data were derived.
 KW2430
 KW2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL723370(NAD 83)
 KW2430_MARKER: DZ = AZIMUTH MARK DISK
 KW2430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2430_STAMPING: GETTIG 1959
 KW2430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2430+STABILITY: SURFACE MOTION
 KW2430
 KW2430  HISTORY     - Date     Condition        Report By
 KW2430  HISTORY     - 1959     MONUMENTED       CGS
 KW2430  HISTORY     - 1960     GOOD             CGS
 KW2430
 KW2430                          STATION DESCRIPTION
 KW2430
 KW2430'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2430'4.9 MI SW FROM JACKSONVILLE.
 KW2430'4.9 MILES SOUTHWEST ALONG COUNTY ROAD 14028 FROM THE EMANUEL
 KW2430'UNITED CHURCH OF CHRIST AT JACKSONVILLE, 176 FEET EAST OF A
 KW2430'GRAVEL ROAD LEADING TO GETTIG TRI. STATION, 211 FEET EAST OF
 KW2430'POWER POLE NO. X 33, 176 FEET EAST OF A NORTH-AND-SOUTH GRAVEL
 KW2430'ROAD, 112 FEET SOUTHWEST OF POWER POLE NO. 81518, 17 FEET SOUTH
 KW2430'OF THE CENTERLINE OF THE COUNTY ROAD, 2 FEET SOUTHWEST OF A
 KW2430'WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.  A COAST AND
 KW2430'GEODETIC SURVEY AZIMUTH-MARK DISK, STAMPED GETTIG 1959, AND
 KW2430'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 KW2430'GROUND.  NOTE-- THIS BENCH MARK IS 1.0 MILE SOUTHWEST OF BENCH
 KW2430'MARK N 243.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2432 ***********************************************************************
 KW2432  DESIGNATION -  GETTIG RM 1
 KW2432  PID         -  KW2432
 KW2432  STATE/COUNTY-  PA/CENTRE
 KW2432  USGS QUAD   -  MINGOVILLE (1983)
 KW2432
 KW2432                         *CURRENT SURVEY CONTROL
 KW2432  ___________________________________________________________________
 KW2432* NAD 83(1986)-  40 56 56.     (N)    077 42 20.     (W)     SCALED    
 KW2432* NAVD 88     -       299.493  (meters)     982.59   (feet)  ADJUSTED  
 KW2432  ___________________________________________________________________
 KW2432  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KW2432  DYNAMIC HT  -         299.352 (meters)     982.12  (feet)  COMP
 KW2432  MODELED GRAV-     980,146.9   (mgal)                       NAVD 88
 KW2432
 KW2432  VERT ORDER  -  SECOND    CLASS 0
 KW2432
 KW2432.The horizontal coordinates were scaled from a topographic map and have
 KW2432.an estimated accuracy of +/- 6 seconds.
 KW2432
 KW2432.The orthometric height was determined by differential leveling
 KW2432.and adjusted by the National Geodetic Survey in June 1991..
 KW2432
 KW2432.The geoid height was determined by GEOID03.
 KW2432
 KW2432.The dynamic height is computed by dividing the NAVD 88
 KW2432.geopotential number by the normal gravity value computed on the
 KW2432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2432.degrees latitude (g = 980.6199 gals.).
 KW2432
 KW2432.The modeled gravity was interpolated from observed gravity values.
 KW2432
 KW2432;                    North         East    Units  Estimated Accuracy
 KW2432;SPC PA N     -    86,870.      603,740.      MT  (+/- 180 meters Scaled)
 KW2432
 KW2432                          SUPERSEDED SURVEY CONTROL
 KW2432
 KW2432  NGVD 29 (??/??/??)  299.696  (m)          983.25   (f) ADJUSTED    2 0
 KW2432
 KW2432.Superseded values are not recommended for survey control.
 KW2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2432.See file dsdata.txt to determine how the superseded data were derived.
 KW2432
 KW2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL722366(NAD 83)
 KW2432_MARKER: DR = REFERENCE MARK DISK
 KW2432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2432_STAMPING: GETTIG 1959
 KW2432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2432+STABILITY: SURFACE MOTION
 KW2432
 KW2432  HISTORY     - Date     Condition        Report By
 KW2432  HISTORY     - 1959     MONUMENTED       CGS
 KW2432  HISTORY     - 1960     GOOD             CGS
 KW2432
 KW2432                          STATION DESCRIPTION
 KW2432
 KW2432'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2432'5.3 MI SW FROM JACKSONVILLE.
 KW2432'27 FEET SOUTHEAST OF TRIANGULATION STATION GETTIG, 53 FEET
 KW2432'SOUTHEAST OF R.M. 2, 1 FOOT EAST OF A FENCE LINE.  A COAST AND
 KW2432'GEODETIC SURVEY REFERENCE-MARK DISK, STAMPED GETTIG 1959
 KW2432'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2433 ***********************************************************************
 KW2433  DESIGNATION -  GETTIG RM 2
 KW2433  PID         -  KW2433
 KW2433  STATE/COUNTY-  PA/CENTRE
 KW2433  USGS QUAD   -  MINGOVILLE (1983)
 KW2433
 KW2433                         *CURRENT SURVEY CONTROL
 KW2433  ___________________________________________________________________
 KW2433* NAD 83(1986)-  40 56 56.     (N)    077 42 20.     (W)     SCALED    
 KW2433* NAVD 88     -       298.442  (meters)     979.14   (feet)  ADJUSTED  
 KW2433  ___________________________________________________________________
 KW2433  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KW2433  DYNAMIC HT  -         298.302 (meters)     978.68  (feet)  COMP
 KW2433  MODELED GRAV-     980,146.9   (mgal)                       NAVD 88
 KW2433
 KW2433  VERT ORDER  -  SECOND    CLASS 0
 KW2433
 KW2433.The horizontal coordinates were scaled from a topographic map and have
 KW2433.an estimated accuracy of +/- 6 seconds.
 KW2433
 KW2433.The orthometric height was determined by differential leveling
 KW2433.and adjusted by the National Geodetic Survey in June 1991..
 KW2433
 KW2433.The geoid height was determined by GEOID03.
 KW2433
 KW2433.The dynamic height is computed by dividing the NAVD 88
 KW2433.geopotential number by the normal gravity value computed on the
 KW2433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2433.degrees latitude (g = 980.6199 gals.).
 KW2433
 KW2433.The modeled gravity was interpolated from observed gravity values.
 KW2433
 KW2433;                    North         East    Units  Estimated Accuracy
 KW2433;SPC PA N     -    86,870.      603,740.      MT  (+/- 180 meters Scaled)
 KW2433
 KW2433                          SUPERSEDED SURVEY CONTROL
 KW2433
 KW2433  NGVD 29 (??/??/??)  298.645  (m)          979.80   (f) ADJUSTED    2 0
 KW2433
 KW2433.Superseded values are not recommended for survey control.
 KW2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2433.See file dsdata.txt to determine how the superseded data were derived.
 KW2433
 KW2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL722366(NAD 83)
 KW2433_MARKER: DR = REFERENCE MARK DISK
 KW2433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2433_STAMPING: GETTIG NO 2 1959
 KW2433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2433+STABILITY: SURFACE MOTION
 KW2433
 KW2433  HISTORY     - Date     Condition        Report By
 KW2433  HISTORY     - 1959     MONUMENTED       CGS
 KW2433  HISTORY     - 1960     GOOD             CGS
 KW2433
 KW2433                          STATION DESCRIPTION
 KW2433
 KW2433'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2433'5.3 MI SW FROM JACKSONVILLE.
 KW2433'26 FEET NORTHWEST OF TRIANGULATION STATION GETTIG, 53 FEET
 KW2433'NORTHWEST OF R.M. 1, AND 2 FEET EAST OF A FENCE LINE.  A COAST
 KW2433'AND GEODETIC SURVEY REFERENCE-MARK DISK, STAMPED GETTIG NO 2 1959
 KW2433'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1735 ***********************************************************************
 LZ1735  DESIGNATION -  GETTLING
 LZ1735  PID         -  LZ1735
 LZ1735  STATE/COUNTY-  PA/LYCOMING
 LZ1735  USGS QUAD   -  LINDEN (1973)
 LZ1735
 LZ1735                         *CURRENT SURVEY CONTROL
 LZ1735  ___________________________________________________________________
 LZ1735* NAD 83(1992)-  41 13 46.91870(N)    077 09 23.01890(W)     ADJUSTED  
 LZ1735* NAVD 88     -       261.4    (meters)     858.     (feet)  VERTCON   
 LZ1735  ___________________________________________________________________
 LZ1735  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 LZ1735  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LZ1735
 LZ1735  HORZ ORDER  -  SECOND
 LZ1735
 LZ1735.The horizontal coordinates were established by classical geodetic methods
 LZ1735.and adjusted by the National Geodetic Survey in June 2002..
 LZ1735
 LZ1735.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1735
 LZ1735.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1735
 LZ1735.The geoid height was determined by GEOID03.
 LZ1735
 LZ1735;                    North         East     Units Scale Factor Converg.
 LZ1735;SPC PA N     -   118,224.127   649,767.079   MT  0.99996218   +0 23 33.7
 LZ1735;SPC PA N     -   387,873.66  2,131,777.49   sFT  0.99996218   +0 23 33.7
 LZ1735;UTM  18      - 4,566,498.511   319,269.337   MT  1.00000201   -1 25 17.8
 LZ1735
 LZ1735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1735!SPC PA N     -   0.99996423  x   0.99996218  =   0.99992641
 LZ1735!UTM  18      -   0.99996423  x   1.00000201  =   0.99996624
 LZ1735
 LZ1735:                Primary Azimuth Mark                     Grid Az
 LZ1735:SPC PA N     -  GETTLING AZ MK                           034 28 19.9
 LZ1735:UTM  18      -  GETTLING AZ MK                           036 17 11.4
 LZ1735
 LZ1735|---------------------------------------------------------------------|
 LZ1735| PID    Reference Object                     Distance      Geod. Az  |
 LZ1735|                                                           dddmmss.s |
 LZ1735| CJ9858 GETTLING AZ MK                                     0345153.6 |
 LZ1735| LZ1723 NEWBERRY SWEETS STEEL CO STACK      APPROX. 9.3 KM 0885833.5 |
 LZ1735| CJ9859 GETTLING RM 1                        13.148 METERS 16333     |
 LZ1735| CJ9860 GETTLING RM 2                        13.595 METERS 25923     |
 LZ1735|---------------------------------------------------------------------|
 LZ1735
 LZ1735                          SUPERSEDED SURVEY CONTROL
 LZ1735
 LZ1735  NAD 83(1986)-  41 13 46.91515(N)    077 09 23.01551(W) AD(       ) 2
 LZ1735  NAD 27      -  41 13 46.64129(N)    077 09 24.11820(W) AD(       ) 2
 LZ1735  NGVD 29 (07/19/86)  261.6    (m)          858.     (f) VERT ANG       
 LZ1735
 LZ1735.Superseded values are not recommended for survey control.
 LZ1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1735.See file dsdata.txt to determine how the superseded data were derived.
 LZ1735
 LZ1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL1926966499(NAD 83)
 LZ1735_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1735
 LZ1735  HISTORY     - Date     Condition        Report By
 LZ1735  HISTORY     - 1969     MONUMENTED       CGS
 LZ1735
 LZ1735                          STATION DESCRIPTION
 LZ1735
 LZ1735'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LZ1735'THE STATION IS LOCATED 7 MILES WEST OF WILLIAMSPORT, 6 MILES
 LZ1735'EAST-NORTHEAST OF JERSEY SHORE, 3/4 MILE NORTHWEST OF LINDEN,
 LZ1735'1/4 MILE NORTH OF U.S. HIGHWAY 220, ON A LOW BARE KNOLL, ON PROPERTY
 LZ1735'OWNED BY MR. J. GETTLING.
 LZ1735'
 LZ1735'TO REACH THE STATION FROM THE LINDEN POST OFFICE, GO WEST ON THE
 LZ1735'PAVED ROAD FOR 0.35 MILE TO ITS JUNCTION WITH U.S.  HIGHWAY 220.
 LZ1735'CROSS THE HIGHWAY AND GO NORTHWEST ON A DIRT ROAD FOR 0.3 MILE TO A
 LZ1735'FORK.  KEEP RIGHT AND GO UPHILL ON THE DIRT ROAD FOR 0.2 MILE TO THE
 LZ1735'END OF THE MAIN TRAVELED ROAD AT MR. GETTLINGS HOUSE AND BARN.
 LZ1735'CONTINUE WESTERLY, KEEPING NORTH OF THE BARN, AND GO WEST AND NORTH
 LZ1735'ON A TRACK ROAD UP THE SOUTH SIDE OF THE HILL TO THE TOP OF THE
 LZ1735'RIDGE.  (TO REACH THE AZIMUTH MARK, TURN RIGHT AND GO NORTHEAST
 LZ1735'ACROSS A CULTIVATED FIELD FOR 0.25 MILE TO THE WOODS EDGE AND THE
 LZ1735'MARK.) TURN LEFT AND GO WESTERLY ON A FIELD ROAD FOR 0.15 MILE TO
 LZ1735'HIGH GROUND AND THE STATION.
 LZ1735'
 LZ1735'THE STATION MARK IS 120 FEET EAST OF A 10 INCH TRIANGULAR BLAZED WILD
 LZ1735'CHERRY TREE, AND 4.4 FEET SOUTH OF A METAL WITNESS POST AND SIGN.  IT
 LZ1735'IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 LZ1735'WHICH IS FLUSH WITH THE GROUND, STAMPED GETTLING 1969.
 LZ1735'
 LZ1735'REFERENCE MARK 1 IS 127 FEET WEST-NORTHWEST OF THE CHERRY TREE, AND
 LZ1735'47.5 FEET SOUTH OF THE WITNESS POST.  IT IS A STANDARD
 LZ1735'REFERENCE DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 LZ1735'FLUSH WITH THE GROUND, STAMPED GETTLING NO 1 1969.
 LZ1735'
 LZ1735'REFERENCE MARK 2 IS 76 FEET EAST OF THE CHERRY TREE, AND 43.9 FEET
 LZ1735'WEST OF THE WITNESS POST.  IT IS A STANDARD REFERENCE DISK SET IN THE
 LZ1735'TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND, STAMPED
 LZ1735'GETTLING NO 2 1969.
 LZ1735'
 LZ1735'THE AZIMUTH MARK IS 12.5 FEET WEST-NORTHWEST OF A GAP IN THE TREE
 LZ1735'LINE, 6.5 FEET EAST-NORTHEAST OF THE APPROXIMATE CENTER OF A
 LZ1735'FIELD ROAD, 6 FEET WEST-SOUTHWEST OF A 10 INCH PINE TREE, AND 1.8
 LZ1735'FEET NORTHWEST OF A METAL WITNESS POST AND SIGN.  IT IS A
 LZ1735'STANDARD AZIMUTH DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 LZ1735'PROJECTS 2 INCHES ABOVE GROUND, STAMPED GETTLING 1969.
 LZ1735'
 LZ1735'HEIGHT OF LIGHT ABOVE STATION MARK 1.58 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1964 ***********************************************************************
 JV1964  DESIGNATION -  GETTYSBURG
 JV1964  PID         -  JV1964
 JV1964  STATE/COUNTY-  PA/ADAMS
 JV1964  USGS QUAD   -  GETTYSBURG (1994)
 JV1964
 JV1964                         *CURRENT SURVEY CONTROL
 JV1964  ___________________________________________________________________
 JV1964* NAD 83(1992)-  39 49 17.56154(N)    077 13 43.77052(W)     ADJUSTED  
 JV1964* NAVD 88     -       187.484  (meters)     615.10   (feet)  ADJUSTED  
 JV1964  ___________________________________________________________________
 JV1964  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 JV1964  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JV1964  DYNAMIC HT  -         187.384 (meters)     614.78  (feet)  COMP
 JV1964  MODELED GRAV-     980,091.5   (mgal)                       NAVD 88
 JV1964
 JV1964  HORZ ORDER  -  SECOND
 JV1964  VERT ORDER  -  SECOND    CLASS 0
 JV1964
 JV1964.The horizontal coordinates were established by classical geodetic methods
 JV1964.and adjusted by the National Geodetic Survey in June 2002..
 JV1964
 JV1964.The orthometric height was determined by differential leveling
 JV1964.and adjusted by the National Geodetic Survey in June 1991..
 JV1964
 JV1964.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV1964
 JV1964.The geoid height was determined by GEOID03.
 JV1964
 JV1964.The dynamic height is computed by dividing the NAVD 88
 JV1964.geopotential number by the normal gravity value computed on the
 JV1964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1964.degrees latitude (g = 980.6199 gals.).
 JV1964
 JV1964.The modeled gravity was interpolated from observed gravity values.
 JV1964
 JV1964;                    North         East     Units Scale Factor Converg.
 JV1964;SPC PA S     -    54,340.309   644,621.374   MT  1.00001936   +0 20 17.3
 JV1964;SPC PA S     -   178,281.50  2,114,895.29   sFT  1.00001936   +0 20 17.3
 JV1964;SPC MD       -   239,241.596   380,407.299   MT  1.00008615   -0 08 37.0
 JV1964;SPC MD       -   784,911.80  1,248,052.95   sFT  1.00008615   -0 08 37.0
 JV1964;UTM  18      - 4,410,327.426   309,245.069   MT  1.00004799   -1 25 40.0
 JV1964
 JV1964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV1964!SPC PA S     -   0.99997586  x   1.00001936  =   0.99999522
 JV1964!SPC MD       -   0.99997586  x   1.00008615  =   1.00006200
 JV1964!UTM  18      -   0.99997586  x   1.00004799  =   1.00002384
 JV1964
 JV1964|---------------------------------------------------------------------|
 JV1964| PID    Reference Object                     Distance      Geod. Az  |
 JV1964|                                                           dddmmss.s |
 JV1964| JV1965 GETTYSBURG RM 1                      20.632 METERS 02719     |
 JV1964| JV4155 CULPS HILL LOOKOUT TOWER            APPROX. 0.7 KM 1022937.9 |
 JV1964| CJ9861 GETTYSBURG AZ MK                                   1173949.9 |
 JV1964| JV1966 GETTYSBURG RM 2                      21.341 METERS 15147     |
 JV1964| JV4157 BIG ROUND TOP LOOKOUT TOWER         APPROX. 4.0 KM 1924439.0 |
 JV1964| JV4158 GETTYSBURG COLLEGE BELFRY           APPROX. 1.6 KM 3383613.3 |
 JV1964| JV4156 GETTYSBURG CATHOLIC CH BELFRY       APPROX. 0.8 KM 3410122.7 |
 JV1964|---------------------------------------------------------------------|
 JV1964
 JV1964                          SUPERSEDED SURVEY CONTROL
 JV1964
 JV1964  NAD 83(1991)-  39 49 17.55938(N)    077 13 43.77171(W) AD(       ) 2
 JV1964  NAD 83(1986)-  39 49 17.55914(N)    077 13 43.77260(W) AD(       ) 2
 JV1964  NAD 27      -  39 49 17.21458(N)    077 13 44.82421(W) AD(       ) 2
 JV1964  NGVD 29 (??/??/??)  187.689  (m)          615.78   (f) ADJUSTED    2 0
 JV1964
 JV1964.Superseded values are not recommended for survey control.
 JV1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1964.See file dsdata.txt to determine how the superseded data were derived.
 JV1964
 JV1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK0924510327(NAD 83)
 JV1964_MARKER: DS = TRIANGULATION STATION DISK
 JV1964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1964_STAMPING: GETTYSBURG 1942
 JV1964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1964+STABILITY: SURFACE MOTION
 JV1964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV1964+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 JV1964
 JV1964  HISTORY     - Date     Condition        Report By
 JV1964  HISTORY     - 1942     MONUMENTED       CGS
 JV1964  HISTORY     - 1966     GOOD             CGS
 JV1964  HISTORY     - 1966     GOOD             CGS
 JV1964  HISTORY     - 1990     GOOD             USPSQD
 JV1964  HISTORY     - 20050829 GOOD             GEOCAC
 JV1964  HISTORY     - 20060610 GOOD             GEOCAC
 JV1964
 JV1964                          STATION DESCRIPTION
 JV1964
 JV1964'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 JV1964'THE STATION IS LOCATED IN THE S END OF THE TOWN OF GETTYSBURG, ON E
 JV1964'CEMETERY HILL IN THE GETTYSBURG NATIONAL MILITARY PARK.  STATION
 JV1964'IS 10 PACES E OF A STONE WALL, 25 PACES SE OF THE SCOTT HANCOCK
 JV1964'MONUMENT, 13 PACES N ON THE 14TH INDIANA MONUMENT.  MARK IS STAMPED
 JV1964'GETTYSBURG 1942 AND PROJECTS ABOUT 1 INCH.
 JV1964'
 JV1964'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 JV1964'CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JV1964'
 JV1964'REFERENCE MARK NO. 1 IS 10 PACES NW OF THE RICKETTS BATTERY MONUMENT,
 JV1964'AND 1 FOOT E OF THE STONE WALL.  MARK IS STAMPED GETTYSBURG NO. 1
 JV1964'1942 AND IS FLUSH WITH THE GROUND.
 JV1964'
 JV1964'REFERENCE MARK NO. 2 IS 13 PACES E OF THE SCOTT HANCOCK MONUMENT.
 JV1964'MARK IS STAMPED GETTYSBURG NO. 2 1942 AND IS SET FLUSH WITH THE
 JV1964'GROUND.
 JV1964'
 JV1964'AZIMUTH MARK IS A STANDARD DISK, 18 PACES SE OF THE CENTER LINE OF
 JV1964'SLOCUM AVENUE ON THE EDGE OF THE WOODS.  MARK IS STAMPED
 JV1964'GETTYSBURG 1942 AND PROJECTS ABOUT 4 INCHES.  TO REACH THE AZIMUTH
 JV1964'FROM THE STATION CONTINUE STRAIGHT AHEAD ON HIGHWAY 140, 0.2 MILE
 JV1964'TO SIDE ROAD LEFT, TURN LEFT AND GO 0.1 MILE TO CROSS ROAD, TURN
 JV1964'RIGHT AND GO 0.15 MILE TO A FORKS, TAKE LEFT FORK AND GO 0.05
 JV1964'MILE TO AZIMUTH ON THE RIGHT.
 JV1964'
 JV1964'TO REACH THE STATION FROM THE JUNCTION OF U.S. ROUTES 15 AND 140 IN
 JV1964'GETTYSBURG GO SE ON 140 FOR 0.25 MILE TO SIGN EAST CEMETERY HILL.
 JV1964'STATION IS AT THE TOP OF THE HILL ON THE LEFT ABOUT 100 YARDS FROM
 JV1964'THE ROAD.
 JV1964'
 JV1964'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 JV1964
 JV1964                          STATION RECOVERY (1966)
 JV1964
 JV1964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 JV1964'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 JV1964'MARK WERE RECOVERED IN GOOD CONDITION.  THE 1942 DESCRIPTION IS
 JV1964'ADEQUATE.
 JV1964'
 JV1964'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED IN THE SOUTH
 JV1964'END OF GETTYSBURG.
 JV1964
 JV1964                          STATION RECOVERY (1966)
 JV1964
 JV1964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JV1964'AT GETTYSBURG.
 JV1964'AT GETTYSBURG, THE STATION IS LOCATED ON THE SOUTH SIDE OF TOWN,
 JV1964'ON EAST CEMETARY HILL, IN THE GETTYSBURG NATIONAL MILITARY PARK,
 JV1964'250 FEET NORTH OF STATE HIGHWAY 140, 30 FEET EAST OF A STONE
 JV1964'FENCE, 75 FEET SOUTHEAST OF SCOTT HANCOCK MONUMENT, 39 FEET NORTH
 JV1964'OF THE 14TH INDIANA MONUMENT, 70.01 FEET NORTHWEST OF RM 2, 67.69
 JV1964'FEET SOUTHEAST OF RM 2, SET IN THE TOP OF A CONCRETE POST PROJECTING
 JV1964'1-INCH AND IS ABOUT 30 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 JV1964
 JV1964                          STATION RECOVERY (1990)
 JV1964
 JV1964'RECOVERY NOTE BY US POWER SQUADRON 1990 (NH)
 JV1964'RECOVERED IN GOOD CONDITION.
 JV1964
 JV1964                          STATION RECOVERY (2005)
 JV1964
 JV1964'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JV1964'RM1, RM2 AND AZIMUTH MARK NOT SEARCHED FOR THIS DATE.
 JV1964
 JV1964                          STATION RECOVERY (2006)
 JV1964
 JV1964'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV1964'STATION, REFERENCE MARKS 1 AND 2 ALL RECOVERED IN GOOD CONDITION. DID
 JV1964'NOT SEARCH FOR AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4156 ***********************************************************************
 JV4156  DESIGNATION -  GETTYSBURG CATHOLIC CH BELFRY
 JV4156  PID         -  JV4156
 JV4156  STATE/COUNTY-  PA/ADAMS
 JV4156  USGS QUAD   -  GETTYSBURG (1994)
 JV4156
 JV4156                         *CURRENT SURVEY CONTROL
 JV4156  ___________________________________________________________________
 JV4156* NAD 83(1992)-  39 49 43.27272(N)    077 13 55.23798(W)     ADJUSTED  
 JV4156* NAVD 88     -                                                        
 JV4156  ___________________________________________________________________
 JV4156  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 JV4156  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 JV4156
 JV4156  HORZ ORDER  -  THIRD
 JV4156
 JV4156.The horizontal coordinates were established by classical geodetic methods
 JV4156.and adjusted by the National Geodetic Survey in June 2002..
 JV4156
 JV4156
 JV4156.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4156
 JV4156.The geoid height was determined by GEOID03.
 JV4156
 JV4156;                    North         East     Units Scale Factor Converg.
 JV4156;SPC PA S     -    55,131.690   644,344.002   MT  1.00001801   +0 20 09.8
 JV4156;SPC PA S     -   180,877.89  2,113,985.28   sFT  1.00001801   +0 20 09.8
 JV4156;UTM  18      - 4,411,127.003   308,992.209   MT  1.00004918   -1 25 48.1
 JV4156
 JV4156                          SUPERSEDED SURVEY CONTROL
 JV4156
 JV4156  NAD 83(1991)-  39 49 43.27087(N)    077 13 55.23954(W) AD(       ) 4
 JV4156  NAD 83(1986)-  39 49 43.27100(N)    077 13 55.24052(W) AD(       ) 4
 JV4156  NAD 27      -  39 49 42.92900(N)    077 13 56.29200(W) AD(       ) 3
 JV4156
 JV4156.Superseded values are not recommended for survey control.
 JV4156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4156.See file dsdata.txt to determine how the superseded data were derived.
 JV4156
 JV4156_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK0899211127(NAD 83)
 JV4156_MARKER: 75 = BELFRY
 JV4156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV4156+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2004
 JV4156
 JV4156  HISTORY     - Date     Condition        Report By
 JV4156  HISTORY     - 1942     FIRST OBSERVED   CGS
 JV4156  HISTORY     - 1990     GOOD             USPSQD
 JV4156  HISTORY     - 20040501 GOOD             USPSQD
 JV4156  HISTORY     - 20050829 GOOD             GEOCAC
 JV4156
 JV4156                          STATION DESCRIPTION
 JV4156
 JV4156'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 JV4156'THIS INTERSECTION STATION IS THE BELFRY ON THE N SIDE OF HIGH STREET
 JV4156'AND 1/2 BLOCK W OF BALTIMORE STREET IN GETTYSBURG.  IT IS ON THE
 JV4156'TWO-STORY, STONE, ST. MARYS CATHOLIC CHURCH BUILDING.  THE BELFRY IS
 JV4156'OF ROUND, OPEN CONSTRUCTION WITH 8 COLUMNS AND A DOME-SHAPED ROOF
 JV4156'WITH A BRONZE CROSS ON TOP.  THE CROSS WAS THE PART OBSERVED ON.
 JV4156
 JV4156                          STATION RECOVERY (1990)
 JV4156
 JV4156'RECOVERY NOTE BY US POWER SQUADRON 1990 (NH)
 JV4156'RECOVERED IN GOOD CONDITION.
 JV4156
 JV4156                          STATION RECOVERY (2004)
 JV4156
 JV4156'RECOVERY NOTE BY US POWER SQUADRON 2004 (CM)
 JV4156'FOUND IN GOOD CONDITION.  CHURCH IS NAMED ST. FRANCIS XAVIER CHURCH.
 JV4156
 JV4156                          STATION RECOVERY (2005)
 JV4156
 JV4156'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JV4156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4158 ***********************************************************************
 JV4158  DESIGNATION -  GETTYSBURG COLLEGE BELFRY
 JV4158  PID         -  JV4158
 JV4158  STATE/COUNTY-  PA/ADAMS
 JV4158  USGS QUAD   -  GETTYSBURG (1994)
 JV4158
 JV4158                         *CURRENT SURVEY CONTROL
 JV4158  ___________________________________________________________________
 JV4158* NAD 83(1992)-  39 50 04.37715(N)    077 14 07.56406(W)     ADJUSTED  
 JV4158* NAVD 88     -                                                        
 JV4158  ___________________________________________________________________
 JV4158  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 JV4158  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JV4158
 JV4158  HORZ ORDER  -  THIRD
 JV4158
 JV4158.The horizontal coordinates were established by classical geodetic methods
 JV4158.and adjusted by the National Geodetic Survey in June 2002..
 JV4158
 JV4158
 JV4158.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4158
 JV4158.The geoid height was determined by GEOID03.
 JV4158
 JV4158;                    North         East     Units Scale Factor Converg.
 JV4158;SPC PA S     -    55,780.881   644,047.098   MT  1.00001692   +0 20 01.8
 JV4158;SPC PA S     -   183,007.77  2,113,011.19   sFT  1.00001692   +0 20 01.8
 JV4158;UTM  18      - 4,411,785.057   308,715.446   MT  1.00005048   -1 25 56.6
 JV4158
 JV4158                          SUPERSEDED SURVEY CONTROL
 JV4158
 JV4158  NAD 83(1991)-  39 50 04.37510(N)    077 14 07.56557(W) AD(       ) 4
 JV4158  NAD 83(1986)-  39 50 04.37512(N)    077 14 07.56650(W) AD(       ) 4
 JV4158  NAD 27      -  39 50 04.03000(N)    077 14 08.61800(W) AD(       ) 3
 JV4158
 JV4158.Superseded values are not recommended for survey control.
 JV4158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4158.See file dsdata.txt to determine how the superseded data were derived.
 JV4158
 JV4158_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK0871511785(NAD 83)
 JV4158_MARKER: 75 = BELFRY
 JV4158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV4158+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2004
 JV4158
 JV4158  HISTORY     - Date     Condition        Report By
 JV4158  HISTORY     - 1942     FIRST OBSERVED   CGS
 JV4158  HISTORY     - 1966     GOOD             CGS
 JV4158  HISTORY     - 1990     GOOD             USPSQD
 JV4158  HISTORY     - 20040501 GOOD             USPSQD
 JV4158  HISTORY     - 20060610 GOOD             GEOCAC
 JV4158
 JV4158                          STATION DESCRIPTION
 JV4158
 JV4158'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 JV4158'THIS INTERSECTION STATION IS THE BELFRY ON THE MAIN BUILDING OF
 JV4158'GETTYSBURG COLLEGE IN GETTYSBURG.  IT IS A 3-STORY BRICK
 JV4158'BUILDING WITH THE BELFRY NEAR THE CENTER ON THE E SIDE.  THE BELFRY
 JV4158'IS OPEN AND SQUARE WITH A SHORT SPIRE AT THE TOP, AND ABOUT 150
 JV4158'FEET HIGH.  THE POINT OBSERVED ON WAS THE FINIAL OF THE SPIRE.
 JV4158
 JV4158                          STATION RECOVERY (1966)
 JV4158
 JV4158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 JV4158'RECOVERED AS DESCRIBED.
 JV4158
 JV4158                          STATION RECOVERY (1990)
 JV4158
 JV4158'RECOVERY NOTE BY US POWER SQUADRON 1990 (NH)
 JV4158'RECOVERED IN GOOD CONDITION.
 JV4158
 JV4158                          STATION RECOVERY (2004)
 JV4158
 JV4158'RECOVERY NOTE BY US POWER SQUADRON 2004 (CM)
 JV4158'FOUND IN GOOD CONDITION AS DESCRIBED.
 JV4158
 JV4158                          STATION RECOVERY (2006)
 JV4158
 JV4158'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV4158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1965 ***********************************************************************
 JV1965  DESIGNATION -  GETTYSBURG RM 1
 JV1965  PID         -  JV1965
 JV1965  STATE/COUNTY-  PA/ADAMS
 JV1965  USGS QUAD   -  GETTYSBURG (1994)
 JV1965
 JV1965                         *CURRENT SURVEY CONTROL
 JV1965  ___________________________________________________________________
 JV1965* NAD 83(1986)-  39 49 17.     (N)    077 13 43.     (W)     SCALED    
 JV1965* NAVD 88     -       187.731  (meters)     615.91   (feet)  ADJUSTED  
 JV1965  ___________________________________________________________________
 JV1965  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JV1965  DYNAMIC HT  -         187.631 (meters)     615.59  (feet)  COMP
 JV1965  MODELED GRAV-     980,091.5   (mgal)                       NAVD 88
 JV1965
 JV1965  VERT ORDER  -  SECOND    CLASS 0
 JV1965
 JV1965.The horizontal coordinates were scaled from a topographic map and have
 JV1965.an estimated accuracy of +/- 6 seconds.
 JV1965
 JV1965.The orthometric height was determined by differential leveling
 JV1965.and adjusted by the National Geodetic Survey in June 1991..
 JV1965
 JV1965.The geoid height was determined by GEOID03.
 JV1965
 JV1965.The dynamic height is computed by dividing the NAVD 88
 JV1965.geopotential number by the normal gravity value computed on the
 JV1965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1965.degrees latitude (g = 980.6199 gals.).
 JV1965
 JV1965.The modeled gravity was interpolated from observed gravity values.
 JV1965
 JV1965;                    North         East    Units  Estimated Accuracy
 JV1965;SPC PA S     -    54,320.      644,640.      MT  (+/- 180 meters Scaled)
 JV1965
 JV1965                          SUPERSEDED SURVEY CONTROL
 JV1965
 JV1965  NGVD 29 (??/??/??)  187.935  (m)          616.58   (f) ADJUSTED    2 0
 JV1965
 JV1965.Superseded values are not recommended for survey control.
 JV1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1965.See file dsdata.txt to determine how the superseded data were derived.
 JV1965
 JV1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK092103(NAD 83)
 JV1965_MARKER: DR = REFERENCE MARK DISK
 JV1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1965_STAMPING: GETTYSBURG NO 1 1942
 JV1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1965+STABILITY: SURFACE MOTION
 JV1965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV1965+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 JV1965
 JV1965  HISTORY     - Date     Condition        Report By
 JV1965  HISTORY     - 1942     MONUMENTED       CGS
 JV1965  HISTORY     - 1966     GOOD             CGS
 JV1965  HISTORY     - 1990     GOOD             USPSQD
 JV1965  HISTORY     - 20060610 GOOD             GEOCAC
 JV1965
 JV1965                          STATION DESCRIPTION
 JV1965
 JV1965'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JV1965'AT GETTYSBURG.
 JV1965'AT THE GETTYSBURG STATION SITE 67.69 FEET NORTH OF THE STATION,
 JV1965'30 FEET NORTHWEST OF RICKETTS BATTERY MONUMENT, 1 FOOT EAST OF
 JV1965'THE STONE FENCE AND IS SET IN THE TOP OF A CONCRETE POST FLUSH
 JV1965'AND IS ABOUT LEVEL WITH THE STATION.  NOTE-- FOR DESCRIPTION SEE
 JV1965'STATION GETTYSBURG.
 JV1965
 JV1965                          STATION RECOVERY (1990)
 JV1965
 JV1965'RECOVERY NOTE BY US POWER SQUADRON 1990 (NH)
 JV1965'RECOVERED IN GOOD CONDITION.
 JV1965
 JV1965                          STATION RECOVERY (2006)
 JV1965
 JV1965'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV1965'CONCRETE MONUMENT PROJECTS ABOUT 4 INCHES FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1966 ***********************************************************************
 JV1966  DESIGNATION -  GETTYSBURG RM 2
 JV1966  PID         -  JV1966
 JV1966  STATE/COUNTY-  PA/ADAMS
 JV1966  USGS QUAD   -  GETTYSBURG (1994)
 JV1966
 JV1966                         *CURRENT SURVEY CONTROL
 JV1966  ___________________________________________________________________
 JV1966* NAD 83(1986)-  39 49 17.     (N)    077 13 43.     (W)     SCALED    
 JV1966* NAVD 88     -       186.799  (meters)     612.86   (feet)  ADJUSTED  
 JV1966  ___________________________________________________________________
 JV1966  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JV1966  DYNAMIC HT  -         186.700 (meters)     612.53  (feet)  COMP
 JV1966  MODELED GRAV-     980,091.5   (mgal)                       NAVD 88
 JV1966
 JV1966  VERT ORDER  -  SECOND    CLASS 0
 JV1966
 JV1966.The horizontal coordinates were scaled from a topographic map and have
 JV1966.an estimated accuracy of +/- 6 seconds.
 JV1966
 JV1966.The orthometric height was determined by differential leveling
 JV1966.and adjusted by the National Geodetic Survey in June 1991..
 JV1966
 JV1966.The geoid height was determined by GEOID03.
 JV1966
 JV1966.The dynamic height is computed by dividing the NAVD 88
 JV1966.geopotential number by the normal gravity value computed on the
 JV1966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1966.degrees latitude (g = 980.6199 gals.).
 JV1966
 JV1966.The modeled gravity was interpolated from observed gravity values.
 JV1966
 JV1966;                    North         East    Units  Estimated Accuracy
 JV1966;SPC PA S     -    54,320.      644,640.      MT  (+/- 180 meters Scaled)
 JV1966
 JV1966                          SUPERSEDED SURVEY CONTROL
 JV1966
 JV1966  NGVD 29 (??/??/??)  187.004  (m)          613.53   (f) ADJUSTED    2 0
 JV1966
 JV1966.Superseded values are not recommended for survey control.
 JV1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1966.See file dsdata.txt to determine how the superseded data were derived.
 JV1966
 JV1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK092103(NAD 83)
 JV1966_MARKER: DR = REFERENCE MARK DISK
 JV1966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1966_STAMPING: GETTYSBURG NO 2 1942
 JV1966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1966+STABILITY: SURFACE MOTION
 JV1966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV1966+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 JV1966
 JV1966  HISTORY     - Date     Condition        Report By
 JV1966  HISTORY     - 1942     MONUMENTED       CGS
 JV1966  HISTORY     - 1966     GOOD             CGS
 JV1966  HISTORY     - 1990     GOOD             USPSQD
 JV1966  HISTORY     - 20060610 GOOD             GEOCAC
 JV1966
 JV1966                          STATION DESCRIPTION
 JV1966
 JV1966'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JV1966'AT GETTYSBURG.
 JV1966'AT THE GETTYSBURG STATION SITE 70.01 FEET SOUTHEAST OF THE
 JV1966'STATION, 39 FEET EAST OF SCOTT HANCOCK MONUMENT, SET IN THE TOP
 JV1966'OF A CONCRETE POST, FLUSH, AND IS ABOUT LEVEL WITH THE STATION.
 JV1966'NOTE-- FOR DESCRIPTION SEE STATION GETTYSBURG.
 JV1966
 JV1966                          STATION RECOVERY (1990)
 JV1966
 JV1966'RECOVERY NOTE BY US POWER SQUADRON 1990 (NH)
 JV1966'RECOVERED IN GOOD CONDITION.
 JV1966
 JV1966                          STATION RECOVERY (2006)
 JV1966
 JV1966'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV1966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4159 ***********************************************************************
 JV4159  DESIGNATION -  GETTYSBURG SEMINARY RIDGE LOT
 JV4159  PID         -  JV4159
 JV4159  STATE/COUNTY-  PA/ADAMS
 JV4159  USGS QUAD   -  GETTYSBURG (1994)
 JV4159
 JV4159                         *CURRENT SURVEY CONTROL
 JV4159  ___________________________________________________________________
 JV4159* NAD 83(1992)-  39 48 57.30759(N)    077 14 04.91680(W)     ADJUSTED  
 JV4159* NAVD 88     -                                                        
 JV4159  ___________________________________________________________________
 JV4159  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 JV4159  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 JV4159
 JV4159  HORZ ORDER  -  THIRD
 JV4159
 JV4159.The horizontal coordinates were established by classical geodetic methods
 JV4159.and adjusted by the National Geodetic Survey in June 2002..
 JV4159
 JV4159
 JV4159.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4159
 JV4159.The geoid height was determined by GEOID03.
 JV4159
 JV4159;                    North         East     Units Scale Factor Converg.
 JV4159;SPC PA S     -    53,712.684   644,122.114   MT  1.00002044   +0 20 03.6
 JV4159;SPC PA S     -   176,222.36  2,113,257.30   sFT  1.00002044   +0 20 03.6
 JV4159;UTM  18      - 4,409,715.465   308,726.691   MT  1.00005043   -1 25 52.9
 JV4159
 JV4159                          SUPERSEDED SURVEY CONTROL
 JV4159
 JV4159  NAD 83(1991)-  39 48 57.30519(N)    077 14 04.91897(W) AD(       ) 4
 JV4159  NAD 83(1986)-  39 48 57.30546(N)    077 14 04.91938(W) AD(       ) 4
 JV4159  NAD 27      -  39 48 56.95600(N)    077 14 05.97600(W) AD(       ) 3
 JV4159
 JV4159.Superseded values are not recommended for survey control.
 JV4159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4159.See file dsdata.txt to determine how the superseded data were derived.
 JV4159
 JV4159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK0872709715(NAD 83)
 JV4159_MARKER: 57 = LOOKOUT TOWER
 JV4159
 JV4159  HISTORY     - Date     Condition        Report By
 JV4159  HISTORY     - 1942     FIRST OBSERVED   CGS
 JV4159  HISTORY     - 1990     GOOD             USPSQD
 JV4159
 JV4159                          STATION DESCRIPTION
 JV4159
 JV4159'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 JV4159'THIS INTERSECTION STATION IS THE LOOKOUT TOWER ON THE E SIDE OF
 JV4159'CONFEDERATE AVENUE IN THE SOUTHERN PART OF SEMINARY RIDGE ABOUT
 JV4159'3 MILES SW OF GETTYSBURG.  IT IS LOCATED AT A CORNER IN THE ROCK
 JV4159'FENCE.  IT IS A STEEL TOWER ABOUT 100 FEET HIGH WITH A LONG FINIAL
 JV4159'AT TOP.  THE FINIAL WAS THE POINT OBSERVED UPON.
 JV4159
 JV4159                          STATION RECOVERY (1990)
 JV4159
 JV4159'RECOVERY NOTE BY US POWER SQUADRON 1990 (NH)
 JV4159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4160 ***********************************************************************
 JV4160  DESIGNATION -  GETTYSBURG SEMINARY SPIRE
 JV4160  PID         -  JV4160
 JV4160  STATE/COUNTY-  PA/ADAMS
 JV4160  USGS QUAD   -  GETTYSBURG (1994)
 JV4160
 JV4160                         *CURRENT SURVEY CONTROL
 JV4160  ___________________________________________________________________
 JV4160* NAD 83(1992)-  39 49 57.80941(N)    077 14 40.15912(W)     ADJUSTED  
 JV4160* NAVD 88     -                                                        
 JV4160  ___________________________________________________________________
 JV4160  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 JV4160  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 JV4160
 JV4160  HORZ ORDER  -  THIRD
 JV4160
 JV4160.The horizontal coordinates were established by classical geodetic methods
 JV4160.and adjusted by the National Geodetic Survey in June 2002..
 JV4160
 JV4160
 JV4160.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4160
 JV4160.The geoid height was determined by GEOID03.
 JV4160
 JV4160;                    North         East     Units Scale Factor Converg.
 JV4160;SPC PA S     -    55,573.842   643,273.223   MT  1.00001726   +0 19 40.7
 JV4160;SPC PA S     -   182,328.51  2,110,472.23   sFT  1.00001726   +0 19 40.7
 JV4160;UTM  18      - 4,411,601.962   307,935.530   MT  1.00005416   -1 26 17.3
 JV4160
 JV4160                          SUPERSEDED SURVEY CONTROL
 JV4160
 JV4160  NAD 83(1991)-  39 49 57.80744(N)    077 14 40.16076(W) AD(       ) 4
 JV4160  NAD 83(1986)-  39 49 57.80734(N)    077 14 40.16145(W) AD(       ) 4
 JV4160  NAD 27      -  39 49 57.46600(N)    077 14 41.21600(W) AD(       ) 3
 JV4160
 JV4160.Superseded values are not recommended for survey control.
 JV4160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4160.See file dsdata.txt to determine how the superseded data were derived.
 JV4160
 JV4160_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK0793611602(NAD 83)
 JV4160_MARKER: 89 = SPIRE
 JV4160
 JV4160  HISTORY     - Date     Condition        Report By
 JV4160  HISTORY     - 1942     FIRST OBSERVED   CGS
 JV4160  HISTORY     - 1990     GOOD             USPSQD
 JV4160  HISTORY     - 20060614 GOOD             GEOCAC
 JV4160
 JV4160                          STATION DESCRIPTION
 JV4160
 JV4160'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 JV4160'THIS INTERSECTION STATION IS THE SPIRE ON THE WESTERN EDGE OF
 JV4160'GETTYSBURG ON THE N END OF SEMINARY RIDGE, 1/2 BLOCK S OF ROUTE 30
 JV4160'OR CHAMBERSBURG STREET.  IT IS ON A TWO-STORY BRICK BUILDING WITH
 JV4160'FOUR LARGE COLUMNS ON THE W SIDE.  THE SPIRE IS ABOUT 125 FEET HIGH
 JV4160'WITH A CROSS AT THE TOP.  THE CROSS WAS THE POINT OBSERVED ON.
 JV4160
 JV4160                          STATION RECOVERY (1990)
 JV4160
 JV4160'RECOVERY NOTE BY US POWER SQUADRON 1990 (NH)
 JV4160'RECOVERED IN GOOD CONDITION.
 JV4160
 JV4160                          STATION RECOVERY (2006)
 JV4160
 JV4160'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV4160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3036 ***********************************************************************
 KY3036  DESIGNATION -  GETZ
 KY3036  PID         -  KY3036
 KY3036  STATE/COUNTY-  PA/ALLEGHENY
 KY3036  USGS QUAD   -  EMSWORTH (1979)
 KY3036
 KY3036                         *CURRENT SURVEY CONTROL
 KY3036  ___________________________________________________________________
 KY3036* NAD 83(1992)-  40 31 14.17302(N)    080 07 24.94055(W)     ADJUSTED  
 KY3036* NAVD 88     -       372.     (meters)    1220.     (feet)  SCALED    
 KY3036  ___________________________________________________________________
 KY3036  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 KY3036  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 KY3036
 KY3036  HORZ ORDER  -  SECOND
 KY3036
 KY3036.The horizontal coordinates were established by classical geodetic methods
 KY3036.and adjusted by the National Geodetic Survey in June 2002..
 KY3036
 KY3036.The orthometric height was scaled from a topographic map.
 KY3036
 KY3036.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3036
 KY3036.The geoid height was determined by GEOID03.
 KY3036
 KY3036;                    North         East     Units Scale Factor Converg.
 KY3036;SPC PA S     -   134,531.770   398,889.476   MT  0.99996024   -1 32 23.9
 KY3036;SPC PA S     -   441,376.32  1,308,689.89   sFT  0.99996024   -1 32 23.9
 KY3036;UTM  17      - 4,485,910.652   574,238.943   MT  0.99966784   +0 34 10.0
 KY3036
 KY3036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3036!SPC PA S     -   0.99994700  x   0.99996024  =   0.99990724
 KY3036!UTM  17      -   0.99994700  x   0.99966784  =   0.99961486
 KY3036
 KY3036:                Primary Azimuth Mark                     Grid Az
 KY3036:SPC PA S     -  PITTSBURGH TV STA KDKA MAST              109 55 56.0
 KY3036:UTM  17      -  PITTSBURGH TV STA KDKA MAST              107 49 22.1
 KY3036
 KY3036|---------------------------------------------------------------------|
 KY3036| PID    Reference Object                     Distance      Geod. Az  |
 KY3036|                                                           dddmmss.s |
 KY3036| KY3077 PITTSBURGH TV STA KDKA MAST         APPROX. 9.3 KM 1082332.1 |
 KY3036| CX4573 GETZ RM 1                             7.917 METERS 13007     |
 KY3036| KY3067 PITTSBURGH RAD WKJF TOWER           APPROX.12.1 KM 1364423.7 |
 KY3036| KY3044 CORAOPOLIS FELICIAN SISTERS TK      APPROX. 3.2 KM 2300604.0 |
 KY3036| CX4574 GETZ RM 2                            10.551 METERS 25731     |
 KY3036|---------------------------------------------------------------------|
 KY3036
 KY3036                          SUPERSEDED SURVEY CONTROL
 KY3036
 KY3036  NAD 83(1995)-  40 31 14.17367(N)    080 07 24.94266(W) AD(       ) 2
 KY3036  NAD 83(1986)-  40 31 14.17801(N)    080 07 24.94956(W) AD(       ) 2
 KY3036  NAD 27      -  40 31 13.93800(N)    080 07 25.74480(W) AD(       ) 2
 KY3036
 KY3036.Superseded values are not recommended for survey control.
 KY3036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3036.See file dsdata.txt to determine how the superseded data were derived.
 KY3036
 KY3036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE7423985911(NAD 83)
 KY3036_MARKER: DS = TRIANGULATION STATION DISK
 KY3036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3036_STAMPING: GETZ 1959
 KY3036_MARK LOGO: CGS   
 KY3036_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3036+STABILITY: SURFACE MOTION
 KY3036
 KY3036  HISTORY     - Date     Condition        Report By
 KY3036  HISTORY     - 1959     MONUMENTED       CGS
 KY3036  HISTORY     - 19871218 GOOD             LOCENG
 KY3036
 KY3036                          STATION DESCRIPTION
 KY3036
 KY3036'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 KY3036'THE STATION IS LOCATED ON A HIGH, GRASSY HILL ABOUT 1.0 MILE
 KY3036'NORTHWEST OF EMSWORTH, 0.5 MILE NORTHEAST OF GLENFIELD, 0.5 MILE
 KY3036'NORTH OF THE OHIO RIVER AND ON PROPERTY OWNED BY MR. S.H. GETZ.
 KY3036'
 KY3036'TO REACH THE STATION FROM THE POST OFFICE IN GLENFIELD, GO SOUTH
 KY3036'ON THE GLENFIELD ROAD FOR 0.2 MILE TO A TRAFFIC LIGHT ON THE OHIO
 KY3036'RIVER BOULEVARD.  TURN LEFT AND GO EAST ON THE OHIO RIVER
 KY3036'BOULEVARD FOR 0.65 MILE TO A CROSSOVER.  MAKE A U-TURN AND GO
 KY3036'WEST ON THE WEST-BOUND TRAFFIC LANE FOR 0.55 MILE TO A
 KY3036'Y-INTERSECTION, DIRECTLY ACROSS THE BOULEVARD FROM A CONCRETE
 KY3036'BRIDGE ACROSS THE RAILROAD TRACKS.  TAKE THE RIGHT FORK, A
 KY3036'GRAVELED ROAD, UPHILL FOR 0.35 TO A REVERSE Y-FORK.  KEEP STRAIGHT
 KY3036'AHEAD, UPHILL ON THE GR ROAD FOR 0.55 MILE TO A FORK WHERE A
 KY3036'DRIVEWAY TURNS LEFT AND A TRACK ROAD.  TAKE THE RIGHT FORK AND GO
 KY3036'SOUTH ON A TRACK ROAD FO MILE TO AN OLD CAMP SITE ON THE RIGHT,
 KY3036'CONTINUE STRAIGHT AHEAD, SOUTH, THROUGH A MEADOW FOR 0.2 MILE.
 KY3036'TURN LEFT AND GO EAST, UPH FOR 0.05 MILE TO THE HIGHEST POINT OF
 KY3036'THE HILL, A STANDARD META WITNESS POST AND THE STATION.
 KY3036'
 KY3036'THE STATION MARK, A STANDARD DISK STAMPED GETZ 1959, IS SET IN THE
 KY3036'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES
 KY3036'ABOVE THE SURFACE OF THE GROUND.  IT IS 2.8 FEET NORTHEAST OF A
 KY3036'STANDARD METAL WITNESS POST AND MARKER.
 KY3036'
 KY3036'REFERENCE MARK 1, A STANDARD DISK STAMPED GETZ NO 1 1959, IS SET
 KY3036'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 KY3036'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 27.3 FEET
 KY3036'SOUTH-SOUTHEAST OF A STANDARD METAL WITNESS POST AND MARKER AND IS
 KY3036'ABOUT 12 INCHES LOWER THAN THE STATION.
 KY3036'
 KY3036'REFERENCE MARK 2, A STANDARD DISK STAMPED GETZ NO 2 1959, IS SET
 KY3036'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 KY3036'INCHES ABOVE THE SURFACE OF THE GROUND AND ABOUT 12 INCHES ABOVE
 KY3036'THE STATION MARK.  IT IS 31.8 FEET WEST OF A STANDARD METAL
 KY3036'WITNESS POST AND MARKER.
 KY3036'
 KY3036'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 KY3036'TRIANGULATION STATION DORSEK OR THE CORAOPOLIS, FELICIAN SISTERS
 KY3036'CONVENT WATER TANK MAY BE USED AS AN AZIMUTH MARK.
 KY3036'
 KY3036'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KY3036
 KY3036                          STATION RECOVERY (1987)
 KY3036
 KY3036'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987 (DM)
 KY3036'RECOVERED IN GOOD CONDITION.  NOTE--RM 1 AND RM 2 NOT RECOVERED.  A
 KY3036'THOROUGH SEARCH NOT MADE DUE TO THICK UNDERBRUSH, POSSIABILITY THAT
 KY3036'DISTANCE AND DIRECTIONS ARE REVERSED.  CARSONITE WITNESS POST SET AT
 KY3036'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0880 ***********************************************************************
 JU0880  DESIGNATION -  GF AVE
 JU0880  PID         -  JU0880
 JU0880  STATE/COUNTY-  PA/PHILADELPHIA
 JU0880  USGS QUAD   -  PHILADELPHIA (1994)
 JU0880
 JU0880                         *CURRENT SURVEY CONTROL
 JU0880  ___________________________________________________________________
 JU0880* NAD 83(1986)-  39 56 28.     (N)    075 12 30.     (W)     SCALED    
 JU0880* NAVD 88     -        17.221  (meters)      56.50   (feet)  ADJUSTED  
 JU0880  ___________________________________________________________________
 JU0880  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 JU0880  DYNAMIC HT  -          17.213 (meters)      56.47  (feet)  COMP
 JU0880  MODELED GRAV-     980,178.0   (mgal)                       NAVD 88
 JU0880
 JU0880  VERT ORDER  -  SECOND    CLASS 0
 JU0880
 JU0880.The horizontal coordinates were scaled from a topographic map and have
 JU0880.an estimated accuracy of +/- 6 seconds.
 JU0880
 JU0880.The orthometric height was determined by differential leveling
 JU0880.and adjusted by the National Geodetic Survey in June 1991..
 JU0880
 JU0880.The geoid height was determined by GEOID03.
 JU0880
 JU0880.The dynamic height is computed by dividing the NAVD 88
 JU0880.geopotential number by the normal gravity value computed on the
 JU0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0880.degrees latitude (g = 980.6199 gals.).
 JU0880
 JU0880.The modeled gravity was interpolated from observed gravity values.
 JU0880
 JU0880;                    North         East    Units  Estimated Accuracy
 JU0880;SPC PA S     -    70,610.      817,200.      MT  (+/- 180 meters Scaled)
 JU0880
 JU0880                          SUPERSEDED SURVEY CONTROL
 JU0880
 JU0880  NGVD 29 (??/??/??)   17.571  (m)           57.65   (f) ADJUSTED    2 0
 JU0880
 JU0880.Superseded values are not recommended for survey control.
 JU0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0880.See file dsdata.txt to determine how the superseded data were derived.
 JU0880
 JU0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK822212(NAD 83)
 JU0880_MARKER: DB = BENCH MARK DISK
 JU0880_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0880_SP_SET: BRIDGE
 JU0880_STAMPING: GF AVE 1961
 JU0880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0880
 JU0880  HISTORY     - Date     Condition        Report By
 JU0880  HISTORY     - 1961     MONUMENTED       CGS
 JU0880
 JU0880                          STATION DESCRIPTION
 JU0880
 JU0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0880'AT PHILADELPHIA.
 JU0880'SET IN TOP AND AT THE SOUTHWEST END OF THE GRAYS FERRY AVENUE
 JU0880'BRIDGE OVER THE RAILROAD YARDS AND THE SCHUYKILL RIVER.  ABOUT
 JU0880'40 YARDS NORTH EAST OF A LARGE PARK, SET IN THE SECOND ROCK IN
 JU0880'THE WINGWALL AND RETAINING WALL FROM THE SIDEWALK ON THE
 JU0880'NORTHWEST SIDE OF THE BRIDGE, 30 FEET NORTHWEST OF THE CENTERLINE
 JU0880'OF GRAYS FERRY AVENUE.  ABOUT 3 FEET BELOW THE LEVEL OF THE
 JU0880'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0485 ***********************************************************************
 KX0485  DESIGNATION -  GG 117
 KX0485  PID         -  KX0485
 KX0485  STATE/COUNTY-  PA/CAMBRIA
 KX0485  USGS QUAD   -  JOHNSTOWN (1981)
 KX0485
 KX0485                         *CURRENT SURVEY CONTROL
 KX0485  ___________________________________________________________________
 KX0485* NAD 83(1986)-  40 18 25.     (N)    078 54 52.     (W)     SCALED    
 KX0485* NAVD 88     -       360.662  (meters)    1183.27   (feet)  ADJUSTED  
 KX0485  ___________________________________________________________________
 KX0485  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 KX0485  DYNAMIC HT  -         360.467 (meters)    1182.63  (feet)  COMP
 KX0485  MODELED GRAV-     980,074.2   (mgal)                       NAVD 88
 KX0485
 KX0485  VERT ORDER  -  FIRST     CLASS I
 KX0485
 KX0485.The horizontal coordinates were scaled from a topographic map and have
 KX0485.an estimated accuracy of +/- 6 seconds.
 KX0485
 KX0485.The orthometric height was determined by differential leveling
 KX0485.and adjusted by the National Geodetic Survey in June 1991..
 KX0485.WARNING-Repeat measurements at this control monument indicate possible
 KX0485.vertical movement.
 KX0485
 KX0485.The geoid height was determined by GEOID03.
 KX0485
 KX0485.The dynamic height is computed by dividing the NAVD 88
 KX0485.geopotential number by the normal gravity value computed on the
 KX0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0485.degrees latitude (g = 980.6199 gals.).
 KX0485
 KX0485.The modeled gravity was interpolated from observed gravity values.
 KX0485
 KX0485;                    North         East    Units  Estimated Accuracy
 KX0485;SPC PA S     -   108,760.      501,020.      MT  (+/- 180 meters Scaled)
 KX0485
 KX0485                          SUPERSEDED SURVEY CONTROL
 KX0485
 KX0485  NGVD 29 (??/??/92)  360.833  (m)         1183.83   (f) ADJ UNCH    1 1
 KX0485
 KX0485.Superseded values are not recommended for survey control.
 KX0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0485.See file dsdata.txt to determine how the superseded data were derived.
 KX0485
 KX0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE772639(NAD 83)
 KX0485_MARKER: DB = BENCH MARK DISK
 KX0485_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0485_SP_SET: ABUTMENT
 KX0485_STAMPING: GG 117 1935
 KX0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0485
 KX0485  HISTORY     - Date     Condition        Report By
 KX0485  HISTORY     - 1935     MONUMENTED       CGS
 KX0485  HISTORY     - 1966     GOOD             NGS
 KX0485
 KX0485                          STATION DESCRIPTION
 KX0485
 KX0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0485'1.9 MI S FROM JOHNSTOWN.
 KX0485'ABOUT 1.9 MILES SOUTH ALONG THE BALITMORE AND OHIO RAILROAD
 KX0485'FROM THE STATION OF THE PENNSYLVANIA RAILROAD AT JOHNSTOWN,
 KX0485'SET ON THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 KX0485'CONCRETE ABUTMENT OF THE RAILROAD BRIDGE OVER STONY CREEK AND
 KX0485'STATE HIGHWAY 53, 4.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2.6
 KX0485'FEET NORTHWEST OF THE SOUTHEAST END OF THE ABUTMENT AND 1 FOOT
 KX0485'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2371 ***********************************************************************
 MA2371  DESIGNATION -  GIBBS
 MA2371  PID         -  MA2371
 MA2371  STATE/COUNTY-  PA/MCKEAN
 MA2371  USGS QUAD   -  LUDLOW (1981)
 MA2371
 MA2371                         *CURRENT SURVEY CONTROL
 MA2371  ___________________________________________________________________
 MA2371* NAD 83(1992)-  41 44 41.10262(N)    078 52 30.05959(W)     ADJUSTED  
 MA2371* NAVD 88     -       649.9    (meters)    2132.     (feet)  VERTCON   
 MA2371  ___________________________________________________________________
 MA2371  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 MA2371  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 MA2371
 MA2371  HORZ ORDER  -  SECOND
 MA2371
 MA2371.The horizontal coordinates were established by classical geodetic methods
 MA2371.and adjusted by the National Geodetic Survey in June 2002..
 MA2371
 MA2371.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2371
 MA2371.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2371
 MA2371.The geoid height was determined by GEOID03.
 MA2371
 MA2371;                    North         East     Units Scale Factor Converg.
 MA2371;SPC PA N     -   175,862.392   506,425.103   MT  0.99997313   -0 44 39.3
 MA2371;SPC PA N     -   576,975.20  1,661,496.36   sFT  0.99997313   -0 44 39.3
 MA2371;UTM  17      - 4,623,618.944   676,692.292   MT  0.99998420   +1 24 54.7
 MA2371
 MA2371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2371!SPC PA N     -   0.99990311  x   0.99997313  =   0.99987625
 MA2371!UTM  17      -   0.99990311  x   0.99998420  =   0.99988732
 MA2371
 MA2371|---------------------------------------------------------------------|
 MA2371| PID    Reference Object                     Distance      Geod. Az  |
 MA2371|                                                           dddmmss.s |
 MA2371| CJ9862 GIBBS RM 1                           25.350 METERS 17330     |
 MA2371| MA2370 GIBBS HILL ST GAME COMM MAST         17.502 METERS 21940     |
 MA2371| CJ9863 GIBBS RM 2                           25.030 METERS 26632     |
 MA2371| MA2378 KINZUA                              APPROX.13.3 KM 3201628.3 |
 MA2371|---------------------------------------------------------------------|
 MA2371
 MA2371                          SUPERSEDED SURVEY CONTROL
 MA2371
 MA2371  NAD 83(1996)-  41 44 41.10330(N)    078 52 30.05942(W) AD(       ) 2
 MA2371  NAD 83(1986)-  41 44 41.10439(N)    078 52 30.05819(W) AD(       ) 2
 MA2371  NAD 27      -  41 44 40.88310(N)    078 52 30.93627(W) AD(       ) 2
 MA2371  NGVD 29 (07/19/86)  650.0    (m)         2133.     (f) VERT ANG       
 MA2371
 MA2371.Superseded values are not recommended for survey control.
 MA2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2371.See file dsdata.txt to determine how the superseded data were derived.
 MA2371
 MA2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG7669223619(NAD 83)
 MA2371_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2371_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MA2371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MA2371+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2006
 MA2371
 MA2371  HISTORY     - Date     Condition        Report By
 MA2371  HISTORY     - 1967     MONUMENTED       CGS
 MA2371  HISTORY     - 20010625 GOOD             USPSQD
 MA2371  HISTORY     - 20060505 GOOD             USPSQD
 MA2371
 MA2371                          STATION DESCRIPTION
 MA2371
 MA2371'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 MA2371'THE STATION IS LOCATED ON A HIGH WOODED HILL IN THE NORTHWESTERN PART
 MA2371'OF THE ALLEGHENY NATIONAL FOREST.  THE HILL IS ABOUT 10 MILES
 MA2371'SOUTHEAST OF THE KINZUA DAM, 10 MILES SOUTHWEST OF MARSHBURG AND 4
 MA2371'MILES EAST-NORTHEAST OF LUDLOW.  A PENNSYLVANIA STATE GAME
 MA2371'COMMISSION RADIO MAST AND A SMALL CONCRETE BLOCK BUILDING ARE LOCATED
 MA2371'JUST SOUTHWEST OF THE STATION.
 MA2371'
 MA2371'TO REACH THE STATION FROM THE POST OFFICE IN LUDLOW, GO EAST ON U.S.
 MA2371'HIGHWAY 6 (E. MAIN STREET) FOR 0.45 MILE TO A SIDE ROAD LEFT.
 MA2371'TURN LEFT AND GO IN A NORTHERLY DIRECTION ON KINZUA ROAD FOR 2.9
 MA2371'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT, PASS THROUGH LOCKED
 MA2371'GATE, AND PROCEED IN AN EASTERLY DIRECTION ALONG A GRAVELED ROAD FOR
 MA2371'0.95 MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE EAST ON THE
 MA2371'MAIN TRAVELED ROAD FOR 0.25 MILE TO THE SUMMIT OF THE HILL AND THE
 MA2371'STATION NEAR THE NORTHEAST CORNER OF THE CLEARING.
 MA2371'
 MA2371'THE STATION MARK IS A STANDARD DISK STAMPED GIBBS 1967, SET IN THE
 MA2371'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4
 MA2371'INCHES ABOVE THE GROUND.  IT IS 56.6 FEET NORTHEAST OF THE NORTHEAST
 MA2371'CORNER OF THE CONCRETE BLOCK BUILDING AND 4.7 FEET SOUTHWEST OF A
 MA2371'METAL WITNESS POST.
 MA2371'
 MA2371'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GIBBS NO 1 1967, CEMENTED
 MA2371'IN A DRILL HOLE IN A SMALL EXPOSED AREA OF OUTCROPPING
 MA2371'BEDROCK WHICH IS LOCATED NEAR THE SOUTHEAST CORNER OF THE CLEARING
 MA2371'AND IN THE CENTER OF A WOODS ROAD STARTING AT THE SOUTHEAST
 MA2371'CORNER OF THE CLEARING.  IT IS 85.8 FEET SOUTH OF THE METAL WITNESS
 MA2371'POST AND 59.1 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 MA2371'CEMENT BLOCK BUILDING.
 MA2371'
 MA2371'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GIBBS NO 2 1967, CEMENTED
 MA2371'IN A DRILL HOLE IN A SMALL EXPOSED AREA OF OUTCROPPING WHICH
 MA2371'IS FLUSH WITH THE GROUND.  IT IS 86.1 FEET WEST OF THE METAL WITNESS
 MA2371'POST, 41.8 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE
 MA2371'CONCRETE BLOCK BUILDING AND 26-1/2 FEET SOUTH OF A 3-TRUNKED TREE IN
 MA2371'THE NORTH EDGE OF THE CLEARING.
 MA2371'
 MA2371'NOTE- NO SUITABLE LOCATION FOR AN AZIMUTH MARK AT THIS STATION.
 MA2371'
 MA2371'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 MA2371
 MA2371                          STATION RECOVERY (2001)
 MA2371
 MA2371'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA2371'RECOVERED IN GOOD CONDITION.
 MA2371
 MA2371                          STATION RECOVERY (2006)
 MA2371
 MA2371'RECOVERY NOTE BY US POWER SQUADRON 2006 (SFG)
 MA2371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2370 ***********************************************************************
 MA2370  DESIGNATION -  GIBBS HILL ST GAME COMM MAST
 MA2370  PID         -  MA2370
 MA2370  STATE/COUNTY-  PA/MCKEAN
 MA2370  USGS QUAD   -  LUDLOW (1981)
 MA2370
 MA2370                         *CURRENT SURVEY CONTROL
 MA2370  ___________________________________________________________________
 MA2370* NAD 83(1992)-  41 44 40.66595(N)    078 52 30.54311(W)     ADJUSTED  
 MA2370* NAVD 88     -                                                        
 MA2370  ___________________________________________________________________
 MA2370  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 MA2370  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 MA2370
 MA2370  HORZ ORDER  -  THIRD
 MA2370
 MA2370.The horizontal coordinates were established by classical geodetic methods
 MA2370.and adjusted by the National Geodetic Survey in June 2002..
 MA2370
 MA2370
 MA2370.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2370
 MA2370.The geoid height was determined by GEOID03.
 MA2370
 MA2370;                    North         East     Units Scale Factor Converg.
 MA2370;SPC PA N     -   175,849.066   506,413.758   MT  0.99997311   -0 44 39.6
 MA2370;SPC PA N     -   576,931.48  1,661,459.14   sFT  0.99997311   -0 44 39.6
 MA2370;UTM  17      - 4,623,605.200   676,681.456   MT  0.99998415   +1 24 54.4
 MA2370
 MA2370                          SUPERSEDED SURVEY CONTROL
 MA2370
 MA2370  NAD 83(1996)-  41 44 40.66663(N)    078 52 30.54295(W) AD(       ) 4
 MA2370  NAD 83(1986)-  41 44 40.66772(N)    078 52 30.54171(W) AD(       ) 4
 MA2370  NAD 27      -  41 44 40.44642(N)    078 52 31.41978(W) AD(       ) 3
 MA2370
 MA2370.Superseded values are not recommended for survey control.
 MA2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2370.See file dsdata.txt to determine how the superseded data were derived.
 MA2370
 MA2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG7668123605(NAD 83)
 MA2370
 MA2370  HISTORY     - Date     Condition        Report By
 MA2370  HISTORY     - 1967     MONUMENTED       CGS
 MA2370  HISTORY     - 20010625 GOOD             USPSQD
 MA2370
 MA2370                          STATION DESCRIPTION
 MA2370
 MA2370'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 MA2370'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION GIBBS TO
 MA2370'THE RADIO MAST.  THE DISTANCE BEING 57.42 FEET OR 17.502 METERS.
 MA2370'(SOUTHWEST).
 MA2370'
 MA2370'THE GUYED LACED STEEL MAST WHICH HAS AN OVER-ALL HEIGHT OF 140 FEET
 MA2370'IS OWNED BY THE PENNSYLVANIA STATE GAME COMMISSION.  IT IS 10.3 FEET
 MA2370'SOUTHEAST OF THE NORTHEAST CORNER OF A SMALL BLOCK BUILDING AND 10.3
 MA2370'FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING.
 MA2370'
 MA2370'TO REACH THE STATION FROM THE POST OFFICE IN LUDLOW, GO EAST ON U.S.
 MA2370'HIGHWAY 6 FOR 0.45 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 MA2370'IN A NORTHERLY DIRECTION ON KINZUA ROAD FOR 2.9 MILES TO A SIDE ROAD
 MA2370'RIGHT AND A LOCKED GATE.  TURN RIGHT, PASS THROUGH THE GATE, AND
 MA2370'FOLLOW A GRAVELED ROAD IN AN EASTERLY DIRECTION FOR 0.95 MILE TO A
 MA2370'FORK.  KEEP LEFT AND GO EAST ON THE GRAVELED ROAD FOR 0.25 MILE TO
 MA2370'THE BLOCK BUILDING AND THE MAST LOCATED IN A SMALL CLEARING.
 MA2370'
 MA2370'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF THE KINZUA DAM, 10
 MA2370'MILES SOUTHWEST OF MARSHBURG, 4 MILES EAST- NORTHEAST OF
 MA2370'LUDLOW AND ON A HIGH WOODED HILL IN THE NORTHWESTERN PART OF THE
 MA2370'ALLEGHENY FOREST.
 MA2370
 MA2370                          STATION RECOVERY (2001)
 MA2370
 MA2370'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA2370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2417 ***********************************************************************
 KV2417  DESIGNATION -  GIBRALTAR
 KV2417  PID         -  KV2417
 KV2417  STATE/COUNTY-  PA/BERKS
 KV2417  USGS QUAD   -  READING (1983)
 KV2417
 KV2417                         *CURRENT SURVEY CONTROL
 KV2417  ___________________________________________________________________
 KV2417* NAD 83(1992)-  40 17 09.89170(N)    075 53 32.46602(W)     ADJUSTED  
 KV2417* NAVD 88     -       275.375  (meters)     903.46   (feet)  ADJUSTED  
 KV2417  ___________________________________________________________________
 KV2417  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 KV2417  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 KV2417  DYNAMIC HT  -         275.234 (meters)     903.00  (feet)  COMP
 KV2417  MODELED GRAV-     980,106.7   (mgal)                       NAVD 88
 KV2417
 KV2417  HORZ ORDER  -  SECOND
 KV2417  VERT ORDER  -  SECOND    CLASS 0
 KV2417
 KV2417.The horizontal coordinates were established by classical geodetic methods
 KV2417.and adjusted by the National Geodetic Survey in June 2002..
 KV2417
 KV2417.The orthometric height was determined by differential leveling
 KV2417.and adjusted by the National Geodetic Survey in June 1991..
 KV2417
 KV2417.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV2417
 KV2417.The geoid height was determined by GEOID03.
 KV2417
 KV2417.The dynamic height is computed by dividing the NAVD 88
 KV2417.geopotential number by the normal gravity value computed on the
 KV2417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2417.degrees latitude (g = 980.6199 gals.).
 KV2417
 KV2417.The modeled gravity was interpolated from observed gravity values.
 KV2417
 KV2417;                    North         East     Units Scale Factor Converg.
 KV2417;SPC PA S     -   107,449.326   757,950.378   MT  0.99996361   +1 12 18.8
 KV2417;SPC PA S     -   352,523.33  2,486,708.87   sFT  0.99996361   +1 12 18.8
 KV2417;UTM  18      - 4,459,892.155   424,147.446   MT  0.99967082   -0 34 37.3
 KV2417
 KV2417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV2417!SPC PA S     -   0.99996226  x   0.99996361  =   0.99992587
 KV2417!UTM  18      -   0.99996226  x   0.99967082  =   0.99963309
 KV2417
 KV2417|---------------------------------------------------------------------|
 KV2417| PID    Reference Object                     Distance      Geod. Az  |
 KV2417|                                                           dddmmss.s |
 KV2417| KV2418 GIBRALTAR RM 1                       23.789 METERS 09759     |
 KV2417| KV2424 FRY                                 APPROX. 3.0 KM 2202829.7 |
 KV2417| KV2419 GIBRALTAR RM 2                       27.316 METERS 31105     |
 KV2417| KV3832 WEST READING CLOCK TOWER            APPROX. 7.0 KM 3152630.8 |
 KV2417| KV3828 READING POMEROYS RADIO MAST         APPROX. 6.1 KM 3323902.8 |
 KV2417| KV3831 MT PENN LOOKOUT TOWER               APPROX. 6.8 KM 3525010.6 |
 KV2417|---------------------------------------------------------------------|
 KV2417
 KV2417                          SUPERSEDED SURVEY CONTROL
 KV2417
 KV2417  NAD 83(1986)-  40 17 09.88367(N)    075 53 32.46860(W) AD(       ) 2
 KV2417  NAD 27      -  40 17 09.54850(N)    075 53 33.71240(W) AD(       ) 2
 KV2417  NGVD 29 (??/??/??)  275.618  (m)          904.26   (f) ADJUSTED    2 0
 KV2417
 KV2417.Superseded values are not recommended for survey control.
 KV2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2417.See file dsdata.txt to determine how the superseded data were derived.
 KV2417
 KV2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK2414759892(NAD 83)
 KV2417_MARKER: DS = TRIANGULATION STATION DISK
 KV2417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2417_STAMPING: GIBRALTAR 1960
 KV2417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2417+STABILITY: SURFACE MOTION
 KV2417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2417+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2001
 KV2417
 KV2417  HISTORY     - Date     Condition        Report By
 KV2417  HISTORY     - 1960     MONUMENTED       CGS
 KV2417  HISTORY     - 1960     GOOD             CGS
 KV2417  HISTORY     - 1974     GOOD             PADT
 KV2417  HISTORY     - 20011018 GOOD             USPSQD
 KV2417
 KV2417                          STATION DESCRIPTION
 KV2417
 KV2417'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV2417'THE STATION IS LOCATED ON THE SUMMIT OF THE GIBRALTAR HILL, 3 MILES
 KV2417'SOUTHEAST OF READING, 5 MILES EAST OF MOHNTON, 2.8 MILES SOUTH
 KV2417'OF MT. PENN AND ON PROPERTY OF MR. ARCHIE LEWIS.
 KV2417'
 KV2417'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 122 AND U.S.
 KV2417'HIGHWAY 222 IN THE SOUTH SECTION OF READING, GO SOUTH ON U.S.
 KV2417'HIGHWAY 122 FOR 2.15 MILES TO A SIDE ROAD LEFT, AND SIGN GIBRALTAR 4.
 KV2417'TURN LEFT AND GO EASTERLY FOR 1.8 MILES TO A SIDE ROAD RIGHT AND A
 KV2417'SIGN ON THE RIGHT WHITEBEAR.  TURN RIGHT ON MAIN PAVED ROAD FOR 0.95
 KV2417'MILE TO A WOODS ROAD LEFT.  TURN LEFT ON THE WOODS ROAD FOR ABOUT
 KV2417'250 FEET TO A Y-FORK.  KEEP ON LEFT FORK AND GO UP HILL FOR 0.5 MILE
 KV2417'TO THE TOP OF THE RIDGE AND A LARGE CLEARING.  TURN LEFT AND GO
 KV2417'NORTH-NORTHWEST ALONG THE CREST OF THE HILL FOR 0.2 MILE TO A
 KV2417'STANDARD METAL WITNESS POST AND THE STATION OF THE LEFT.
 KV2417'
 KV2417'THE STATION MARK, A STANDARD DISK STAMPED GIBRALTAR 1960, CEMENTED IN
 KV2417'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE
 KV2417'SURFACE OF THE GROUND.  IT IS 8.9 FEET WEST-NORTHWEST OF A STANDARD
 KV2417'METAL WITNESS POST, 11 FEET SOUTH-SOUTHWEST OF A 12-INCH
 KV2417'TRIANGULAR BLAZED OAK TREE AND 21 FEET SOUTHWEST OF A DIM WOODS ROAD.
 KV2417'
 KV2417'REFERENCE MARK 1, A STANDARD DISK STAMPED GIBRALTAR NO 1 1960,
 KV2417'CEMENTED IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 KV2417'INCHES ABOVE THE GROUND.  IT IS 12 FEET NORTHEAST OF THE WOODS ROAD,
 KV2417'69 FEET EAST OF THE WITNESS POST, 78 FEET EAST-SOUTHEAST OF THE
 KV2417'TRIANGULAR BLAZED OAK TREE AND IS ABOUT 2 FEET LOWER IN ELEVATION
 KV2417'THAN THE STATION MARK.
 KV2417'
 KV2417'REFERENCE MARK 2, A STANDARD DISK STAMPED GIBRALTAR NO 2 1960,
 KV2417'CEMENTED IN A DRILL HOLE IN TOP OF A 1-1/2 BY 2-1/2 FOOT
 KV2417'BOULDER, WHICH PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 15
 KV2417'FEET NORTHEAST OF THE WOODS ROAD, 85 FEET NORTHWEST OF THE
 KV2417'TRIANGULAR BLAZED OAK TREE, 97.6 FEET NORTHWEST OF THE WITNESS POST
 KV2417'AND IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 KV2417'
 KV2417'NO AZIMUTH MARK ESTABLISHED THIS DATE.
 KV2417'
 KV2417'HEIGHT OF LIGHT ABOVE STATION MARK 26.0 METERS.
 KV2417
 KV2417                          STATION RECOVERY (1960)
 KV2417
 KV2417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KV2417'4.8 MI S FROM READING.
 KV2417'ABOUT 3.1 MILES SOUTH ALONG STATE HIGHWAY 83 FROM ITS JUNCTION
 KV2417'WITH U.S. HIGHWAY 422 (ALTERNATE) AT READING, THENCE 1.0 MILE
 KV2417'SOUTH ALONG TOWNSHIP ROAD NO. 344, THENCE 0.5 MILE EAST ALONG
 KV2417'A PRIVATE WOODS ROAD, THENCE 0.2 MILE NORTH ALONG A BLAZED
 KV2417'TRAIL TO THE TOP OF GIBRALTAR HILL, 9 FEET NORTHWEST OF A METAL
 KV2417'WITNESS POST, 11 FEET SOUTHWEST OF A 12-INCH OAK TREE WITH A
 KV2417'TRIANGULAR BLAZE, 21 FEET SOUTHWEST OF THE CENTER LINE OF THE
 KV2417'BLAZED TRAIL AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KV2417'2 INCHES ABOVE THE LEVEL OF THE GROUND.
 KV2417
 KV2417                          STATION RECOVERY (1974)
 KV2417
 KV2417'RECOVERY NOTE BY PA DEPT OF TRANSP 1974
 KV2417'STATION MARK AND REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.
 KV2417'
 KV2417'ADDITIONAL NOTE- TO REACH FROM RIDGEWOOD EXIT OF I-176 GO E. ON PA
 KV2417'724 0.15 MILE TO ROAD RIGHT.  PROCEED 0.9 MILE ON ROAD RIGHT TO
 KV2417'STONE GRAVEL ROAD LEFT.  PROCEED TO TOP AND TOWER.  STATION IS ON TOP
 KV2417'OF RIDGE 700 FEET S.E. OF TOWER.
 KV2417'
 KV2417'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MI SE OF READING.
 KV2417
 KV2417                          STATION RECOVERY (2001)
 KV2417
 KV2417'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV2417'GRAVEL RD GATE MAY BE LOCKED. CONTACT EMERY GUNDY OR SON BRETT (FROM
 KV2417'MORGANTOWN.)  GO EAST ON ROAD .3 MILES TO 4TH TURN. FACING UPHILL,
 KV2417'ENTER WOODS ON RIGHT ON (STILL VISIBLE) WOODS TRAIL TO RIDGE, THEN S/E
 KV2417'ALONG RIDGE TO HIGH POINT.  MARK IS 21 FT S/W OF TRAIL, MARKED WITH A
 KV2417'2 FT HIGH STAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2418 ***********************************************************************
 KV2418  DESIGNATION -  GIBRALTAR RM 1
 KV2418  PID         -  KV2418
 KV2418  STATE/COUNTY-  PA/BERKS
 KV2418  USGS QUAD   -  READING (1983)
 KV2418
 KV2418                         *CURRENT SURVEY CONTROL
 KV2418  ___________________________________________________________________
 KV2418* NAD 83(1986)-  40 17 09.     (N)    075 53 32.     (W)     SCALED    
 KV2418* NAVD 88     -       274.285  (meters)     899.88   (feet)  ADJUSTED  
 KV2418  ___________________________________________________________________
 KV2418  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 KV2418  DYNAMIC HT  -         274.145 (meters)     899.42  (feet)  COMP
 KV2418  MODELED GRAV-     980,106.7   (mgal)                       NAVD 88
 KV2418
 KV2418  VERT ORDER  -  SECOND    CLASS 0
 KV2418
 KV2418.The horizontal coordinates were scaled from a topographic map and have
 KV2418.an estimated accuracy of +/- 6 seconds.
 KV2418
 KV2418.The orthometric height was determined by differential leveling
 KV2418.and adjusted by the National Geodetic Survey in June 1991..
 KV2418
 KV2418.The geoid height was determined by GEOID03.
 KV2418
 KV2418.The dynamic height is computed by dividing the NAVD 88
 KV2418.geopotential number by the normal gravity value computed on the
 KV2418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2418.degrees latitude (g = 980.6199 gals.).
 KV2418
 KV2418.The modeled gravity was interpolated from observed gravity values.
 KV2418
 KV2418;                    North         East    Units  Estimated Accuracy
 KV2418;SPC PA S     -   107,420.      757,960.      MT  (+/- 180 meters Scaled)
 KV2418
 KV2418                          SUPERSEDED SURVEY CONTROL
 KV2418
 KV2418  NGVD 29 (??/??/??)  274.527  (m)          900.68   (f) ADJUSTED    2 0
 KV2418
 KV2418.Superseded values are not recommended for survey control.
 KV2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2418.See file dsdata.txt to determine how the superseded data were derived.
 KV2418
 KV2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK241598(NAD 83)
 KV2418_MARKER: DR = REFERENCE MARK DISK
 KV2418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2418_STAMPING: GIBRALTAR NO 1 1960
 KV2418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2418+STABILITY: SURFACE MOTION
 KV2418
 KV2418  HISTORY     - Date     Condition        Report By
 KV2418  HISTORY     - 1960     MONUMENTED       CGS
 KV2418  HISTORY     - 20011018 GOOD             USPSQD
 KV2418
 KV2418                          STATION DESCRIPTION
 KV2418
 KV2418'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2418'4.8 MI S FROM READING.
 KV2418'ABOUT 3.1 MILES SOUTH ALONG STATE HIGHWAY 83 FROM ITS JUNCTION
 KV2418'WITH U.S. HIGHWAY 422 (ALTERNATE) AT READING, THENCE 1.0 MILE
 KV2418'SOUTH ALONG TOWNSHIP ROAD NO. 344, THENCE 0.5 MILE EAST ALONG A
 KV2418'PRIVATE WOODS ROAD, THENCE 0.2 MILE NORTH ALONG A BLAZED TRAIL TO
 KV2418'THE TOP OF GIBRALTAR HILL, 78 FEET SOUTHEAST OF THE STATION,
 KV2418'12 FEET NORTHEAST OF THE CENTER LINE OF THE BLAZED TRAIL, 69
 KV2418'FEET EAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 KV2418'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 KV2418
 KV2418                          STATION RECOVERY (2001)
 KV2418
 KV2418'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV2418'SEE GIBRALTAR KV2417 FOR DIRECTIONS TO AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2419 ***********************************************************************
 KV2419  DESIGNATION -  GIBRALTAR RM 2
 KV2419  PID         -  KV2419
 KV2419  STATE/COUNTY-  PA/BERKS
 KV2419  USGS QUAD   -  READING (1983)
 KV2419
 KV2419                         *CURRENT SURVEY CONTROL
 KV2419  ___________________________________________________________________
 KV2419* NAD 83(1986)-  40 17 09.     (N)    075 53 32.     (W)     SCALED    
 KV2419* NAVD 88     -       275.045  (meters)     902.38   (feet)  ADJUSTED  
 KV2419  ___________________________________________________________________
 KV2419  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 KV2419  DYNAMIC HT  -         274.904 (meters)     901.91  (feet)  COMP
 KV2419  MODELED GRAV-     980,106.7   (mgal)                       NAVD 88
 KV2419
 KV2419  VERT ORDER  -  SECOND    CLASS 0
 KV2419
 KV2419.The horizontal coordinates were scaled from a topographic map and have
 KV2419.an estimated accuracy of +/- 6 seconds.
 KV2419
 KV2419.The orthometric height was determined by differential leveling
 KV2419.and adjusted by the National Geodetic Survey in June 1991..
 KV2419
 KV2419.The geoid height was determined by GEOID03.
 KV2419
 KV2419.The dynamic height is computed by dividing the NAVD 88
 KV2419.geopotential number by the normal gravity value computed on the
 KV2419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2419.degrees latitude (g = 980.6199 gals.).
 KV2419
 KV2419.The modeled gravity was interpolated from observed gravity values.
 KV2419
 KV2419;                    North         East    Units  Estimated Accuracy
 KV2419;SPC PA S     -   107,420.      757,960.      MT  (+/- 180 meters Scaled)
 KV2419
 KV2419                          SUPERSEDED SURVEY CONTROL
 KV2419
 KV2419  NGVD 29 (??/??/??)  275.288  (m)          903.17   (f) ADJUSTED    2 0
 KV2419
 KV2419.Superseded values are not recommended for survey control.
 KV2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2419.See file dsdata.txt to determine how the superseded data were derived.
 KV2419
 KV2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK241598(NAD 83)
 KV2419_MARKER: DR = REFERENCE MARK DISK
 KV2419_SETTING: 66 = SET IN ROCK OUTCROP
 KV2419_SP_SET: ROCK OUTCROP
 KV2419_STAMPING: GIBRALTAR NO 2 1960
 KV2419_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV2419+STABILITY: POSITION/ELEVATION WELL
 KV2419
 KV2419  HISTORY     - Date     Condition        Report By
 KV2419  HISTORY     - 1960     MONUMENTED       CGS
 KV2419  HISTORY     - 20011018 MARK NOT FOUND   USPSQD
 KV2419
 KV2419                          STATION DESCRIPTION
 KV2419
 KV2419'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2419'4.8 MI S FROM READING.
 KV2419'ABOUT 3.1 MILES SOUTH ALONG STATE HIGHWAY 83 FROM ITS
 KV2419'JUNCTION WITH U.S. HIGHWAY 422 (ALTERNATE) AT READING, THENCE
 KV2419'1.0 MILE SOUTH ALONG TOWNSHIP ROAD NO 344, THENCE 0.5 MILE
 KV2419'EAST ALONG A PRIVATE WOODS ROAD, THENCE 0.2 MILE NORTH ALONG A
 KV2419'BLAZED TRAIL TO THE TOP OF GIBRALTAR HILL, 89.6 FEET NORTHWEST
 KV2419'OF THE STATION, SET ON THE TOP OF A 1-BY-2-FOOT OUTCROP
 KV2419'PROJECTING 1 FOOT ABOVE THE LEVEL OF THE GROUND, 15 FEET
 KV2419'NORTHEAST OF THE BLAZED TRAIL, 97.6 FEET NORTHWEST OF A
 KV2419'METAL WITNESS POST, 85 FEET NORTHWEST OF A BLAZED 12-INCH OAK
 KV2419'TREE AND ABOUT LEVEL WITH THE TRAIL.
 KV2419
 KV2419                          STATION RECOVERY (2001)
 KV2419
 KV2419'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV2419'SEE GIBRALTAR KV2417 FOR DIRECTIONS TO AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1471 ***********************************************************************
 KV1471  DESIGNATION -  GIBSON LAFCOL
 KV1471  PID         -  KV1471
 KV1471  STATE/COUNTY-  PA/NORTHAMPTON
 KV1471  USGS QUAD   -  EASTON (1994)
 KV1471
 KV1471                         *CURRENT SURVEY CONTROL
 KV1471  ___________________________________________________________________
 KV1471* NAD 83(1986)-  40 41 56.     (N)    075 12 38.     (W)     SCALED    
 KV1471* NAVD 88     -       111.837  (meters)     366.92   (feet)  ADJUSTED  
 KV1471  ___________________________________________________________________
 KV1471  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KV1471  DYNAMIC HT  -         111.784 (meters)     366.74  (feet)  COMP
 KV1471  MODELED GRAV-     980,157.6   (mgal)                       NAVD 88
 KV1471
 KV1471  VERT ORDER  -  SECOND    CLASS 0
 KV1471
 KV1471.The horizontal coordinates were scaled from a topographic map and have
 KV1471.an estimated accuracy of +/- 6 seconds.
 KV1471
 KV1471.The orthometric height was determined by differential leveling
 KV1471.and adjusted by the National Geodetic Survey in June 1991..
 KV1471
 KV1471.The geoid height was determined by GEOID03.
 KV1471
 KV1471.The dynamic height is computed by dividing the NAVD 88
 KV1471.geopotential number by the normal gravity value computed on the
 KV1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1471.degrees latitude (g = 980.6199 gals.).
 KV1471
 KV1471.The modeled gravity was interpolated from observed gravity values.
 KV1471
 KV1471;                    North         East    Units  Estimated Accuracy
 KV1471;SPC PA S     -   154,710.      814,590.      MT  (+/- 180 meters Scaled)
 KV1471
 KV1471                          SUPERSEDED SURVEY CONTROL
 KV1471
 KV1471  NGVD 29 (??/??/??)  112.063  (m)          367.66   (f) ADJUSTED    2 0
 KV1471
 KV1471.Superseded values are not recommended for survey control.
 KV1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1471.See file dsdata.txt to determine how the superseded data were derived.
 KV1471
 KV1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL822053(NAD 83)
 KV1471_MARKER: DS = TRIANGULATION STATION DISK
 KV1471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1471_SP_SET: MANHOLE EDGE
 KV1471_STAMPING: WM M GIBSON STATION 1932
 KV1471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1471
 KV1471  HISTORY     - Date     Condition        Report By
 KV1471  HISTORY     - 1932     MONUMENTED       LAFCO
 KV1471  HISTORY     - 1935     GOOD             CGS
 KV1471  HISTORY     - 1935     GOOD             CGS
 KV1471  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV1471  HISTORY     - 20020105 MARK NOT FOUND   USPSQD
 KV1471
 KV1471                          STATION DESCRIPTION
 KV1471
 KV1471'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1471'AT EASTON.
 KV1471'AT EASTON, NORTHAMPTON COUNTY, ON THE CAMPUS OF LAFEYETTE COLLEGE,
 KV1471'30 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF THE PHI KAPPA
 KV1471'PHI FRATERNITY HOUSE, 24 YARDS NORTHEAST OF THE NORTHEAST CORNER
 KV1471'OF THE DELTA KAPPA EPSILON FRATERNITY HOUSE, 17 YARDS WEST OF
 KV1471'POLE E-930, AND IN THE TOP OF THE CONCRETE AT THE EDGE OF A
 KV1471'MANHOLE FOR A STEAM LINE.  A LEFAYETTE COLLEGE STANDARD
 KV1471'TRIANGULATION-STATION DISK, STAMPED WM. M. GIBSON STATION 1932.
 KV1471
 KV1471                          STATION RECOVERY (1935)
 KV1471
 KV1471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 KV1471'RECOVERED IN GOOD CONDITION.
 KV1471
 KV1471                          STATION RECOVERY (1984)
 KV1471
 KV1471'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV1471'MARK NOT FOUND.
 KV1471
 KV1471                          STATION RECOVERY (2002)
 KV1471
 KV1471'RECOVERY NOTE BY US POWER SQUADRON 2002 (JMS)
 KV1471'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2961 ***********************************************************************
 KW2961  DESIGNATION -  GICK
 KW2961  PID         -  KW2961
 KW2961  STATE/COUNTY-  PA/LUZERNE
 KW2961  USGS QUAD   -  CONYNGHAM (1989)
 KW2961
 KW2961                         *CURRENT SURVEY CONTROL
 KW2961  ___________________________________________________________________
 KW2961* NAD 83(1992)-  40 58 49.43133(N)    076 02 40.11099(W)     ADJUSTED  
 KW2961* NAVD 88     -       504.0    (meters)    1654.     (feet)  VERTCON   
 KW2961  ___________________________________________________________________
 KW2961  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 KW2961  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KW2961
 KW2961  HORZ ORDER  -  SECOND
 KW2961
 KW2961.The horizontal coordinates were established by classical geodetic methods
 KW2961.and adjusted by the National Geodetic Survey in June 2002..
 KW2961
 KW2961.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2961
 KW2961.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2961
 KW2961.The geoid height was determined by GEOID03.
 KW2961
 KW2961;                    North         East     Units Scale Factor Converg.
 KW2961;SPC PA N     -    91,781.076   743,525.821   MT  0.99998575   +1 07 41.8
 KW2961;SPC PA N     -   301,118.41  2,439,384.30   sFT  0.99998575   +1 07 41.8
 KW2961;SPC PA S     -   184,273.395   743,528.534   MT  1.00000219   +1 06 23.5
 KW2961;SPC PA S     -   604,570.30  2,439,393.20   sFT  1.00000219   +1 06 23.5
 KW2961;UTM  18      - 4,537,106.276   412,131.320   MT  0.99969503   -0 41 06.0
 KW2961
 KW2961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2961!SPC PA N     -   0.99992606  x   0.99998575  =   0.99991181
 KW2961!SPC PA S     -   0.99992606  x   1.00000219  =   0.99992825
 KW2961!UTM  18      -   0.99992606  x   0.99969503  =   0.99962111
 KW2961
 KW2961|---------------------------------------------------------------------|
 KW2961| PID    Reference Object                     Distance      Geod. Az  |
 KW2961|                                                           dddmmss.s |
 KW2961| CB3415 GICK RM 1                            17.598 METERS 11328     |
 KW2961| KV3877 HAZLETON RADIO STA WAZL MAST        APPROX. 8.0 KM 1233842.2 |
 KW2961| KV3879 HAZLETON AUTO LITE CO STACK         APPROX. 7.9 KM 1263650.4 |
 KW2961| KV3878 HAZLETON AUTO LITE CO TANK          APPROX. 8.0 KM 1273243.8 |
 KW2961| CB3416 GICK RM 2                            17.815 METERS 23647     |
 KW2961|---------------------------------------------------------------------|
 KW2961
 KW2961                          SUPERSEDED SURVEY CONTROL
 KW2961
 KW2961  NAD 83(1986)-  40 58 49.43162(N)    076 02 40.11307(W) AD(       ) 2
 KW2961  NAD 27      -  40 58 49.12660(N)    076 02 41.37550(W) AD(       ) 2
 KW2961  NGVD 29 (07/19/86)  504.2    (m)         1654.     (f) VERT ANG       
 KW2961
 KW2961.Superseded values are not recommended for survey control.
 KW2961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2961.See file dsdata.txt to determine how the superseded data were derived.
 KW2961
 KW2961_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL1213137106(NAD 83)
 KW2961_MARKER: DS = TRIANGULATION STATION DISK
 KW2961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2961+SATELLITE: SATELLITE OBSERVATIONS - 1986
 KW2961
 KW2961  HISTORY     - Date     Condition        Report By
 KW2961  HISTORY     - 1959     MONUMENTED       CGS
 KW2961  HISTORY     - 1960     GOOD             CGS
 KW2961  HISTORY     - 1965     GOOD             CGS
 KW2961  HISTORY     - 1986     GOOD
 KW2961
 KW2961                          STATION DESCRIPTION
 KW2961
 KW2961'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 KW2961'THE STATION IS LOCATED ON PROPERTY OWNED BY MR. ROBERT GICKINS.  IT
 KW2961'IS ON THE SUMMIT OF A TIMBER COVERED MOUNTAIN, JUST EAST OF A SADDLE
 KW2961'IN THE MOUNTAIN, ABOUT 3 MILES NORTHWEST OF WEST HAZLETON, ABOUT 1.0
 KW2961'MILE SOUTHEAST OF CONYNGAHM.  IT IS 175 FEET WEST-SOUTHWEST OF THE
 KW2961'SOUTHWEST CORNER OF MR. GICKINS HOUSE, 26.5 FEET SOUTHWEST OF AN
 KW2961'8-INCH ASH TREE WITH A TRIANGULAR BLAZE, 16 FEET NORTH OF AN EAST
 KW2961'AND WEST TRACK ROAD AND 8.5 FEET SOUTH OF A STANDARD METAL WITNESS
 KW2961'MARKER.
 KW2961'
 KW2961'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 29 AND 924
 KW2961'IN WEST HAZLETON, GO NORTH AND WEST ON STATE HIGHWAY 29 FOR 3.2 MILES
 KW2961'TO A T-ROAD INTERSECTION AND A SERVICE STATION ON THE LEFT.  TURN
 KW2961'LEFT AND GO WEST AND NORTH FOR 0.4 MILE TO A FORK.  TAKE THE LEFT
 KW2961'FORK, A PRIVATE DRIVEWAY, AND GO NORTHWEST ON THE DRIVEWAY FOR 0.02
 KW2961'MILE TO A FORK.  TAKE THE LEFT FORK, A PRIVATE DRIVEWAY, AND GO
 KW2961'SOUTH AND WEST ON THE DRIVEWAY FOR 0.21 MILE TO A FORK, A LARGE BARN
 KW2961'AND GAS PUMP ON THE RIGHT.  TURN LEFT AND GO WEST UPHILL ON THE
 KW2961'PRIVATE DRIVEWAY FOR 0.1 MILE TO A TRAFFIC CIRCLE AND MR.  ROBERT
 KW2961'GICKINS HOUSE ON THE RIGHT AND A TRACK ROAD STRAIGHT AHEAD.  CONTINUE
 KW2961'STRAIGHT AHEAD UPHILL ON THE TRACK ROAD FOR 0.02 MILE TO AN 8-INCH
 KW2961'ASH TREE WITH A TRIANGULAR BLAZE, A STANDARD METAL WITNESS MARKER AND
 KW2961'THE STATION ON THE RIGHT, NORTH, SIDE OF THE ROAD.
 KW2961'
 KW2961'THE STATION MARK, A STANDARD DISK STAMPED GICK 1959, IS SET IN THE
 KW2961'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES ABOVE
 KW2961'THE SURFACE OF THE GROUND.
 KW2961'
 KW2961'REFERENCE MARK 1, A STANDARD DISK STAMPED GICK NO 1 1959, IS SET IN
 KW2961'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 KW2961'OF THE GROUND.  IT IS 47 FEET SOUTHEAST OF AN 8-INCH ASH TREE WITH A
 KW2961'TRIANGULAR BLAZE, 13 FEET SOUTH OF THE CENTER OF AN EAST AND WEST
 KW2961'TRACK ROAD AND IT IS ABOUT 4 FEET LOWER THAN THE STATION.
 KW2961'
 KW2961'REFERENCE MARK 2, A STANDARD DISK STAMPED GICK NO 2 1959, IS SET IN
 KW2961'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES
 KW2961'ABOVE THE SURFACE OF THE GROUND.  IT IS 13 FEET SOUTH OF THE CENTER
 KW2961'OF AN EAST AND WEST TRACK ROAD AND IS ABOUT 12 INCHES LOWER THAN
 KW2961'THE STATION.
 KW2961'
 KW2961'NO AZIMUTH MARK WAS ESTABLISHED.  THE HAZLETON, RADIO STATION WAZL,
 KW2961'MAST MAY BE USED AS AN AZIMUTH MARK.
 KW2961'
 KW2961'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 KW2961
 KW2961                          STATION RECOVERY (1960)
 KW2961
 KW2961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JJC)
 KW2961'THE STATION AND REFERENCE MARKS WERE FOUND TO BE IN GOOD CONDITION AS
 KW2961'DESCRIBED.
 KW2961'
 KW2961'THE ORIGINAL TO-REACH WAS FOUND TO BE INADEQUATE.
 KW2961'
 KW2961'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 29 AND 924
 KW2961'IN WEST HAZLETON, GO NORTH AND WEST ON STATE HIGHWAY 29 FOR 3.2 MILES
 KW2961'TO A T-ROAD INTERSECTION AND A SERVICE STATION ON THE LEFT.  TURN
 KW2961'LEFT AND GO WEST ON PAVED ROAD FOR 0.1 MILES TO INTERSECTION
 KW2961'OF ROADS, TURN 90 DEGREES RIGHT AND GO 0.1 MILE ON PRIVATE DRIVE TO
 KW2961'A Y-FORKS, TAKE LEFT FORK AND GO 0.21 MILE TO A Y-FORKS AND BARN ON
 KW2961'RIGHT- TURN LEFT AND GO UP HILL ON A PRIVATE DRIVEWAY FOR 0.1 MILE TO
 KW2961'A CIRCULAR DRIVE IN FRONT OF THE GICKIN RESIDENCE AND A TRACK
 KW2961'ROAD CONTINUING STRAIGHT AHEAD, CONTINUE ON TRACK ROAD FOR 0.02 MILE
 KW2961'TO AN 8 INCH ASH TREE WITH A TRIANGULAR BLAZE AND THE STATION ON THE
 KW2961'RIGHT.
 KW2961
 KW2961                          STATION RECOVERY (1965)
 KW2961
 KW2961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EP)
 KW2961'THE STATION AND THE RMS WERE RECOVERED IN GOOD CONDITION AS
 KW2961'DESCRIBED.
 KW2961
 KW2961                          STATION RECOVERY (1986)
 KW2961
 KW2961'RECOVERED 1986
 KW2961'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3060 ***********************************************************************
 KY3060  DESIGNATION -  GILLILAND
 KY3060  PID         -  KY3060
 KY3060  STATE/COUNTY-  PA/BEAVER
 KY3060  USGS QUAD   -  BEAVER FALLS (1990)
 KY3060
 KY3060                         *CURRENT SURVEY CONTROL
 KY3060  ___________________________________________________________________
 KY3060* NAD 83(1992)-  40 46 01.16825(N)    080 22 10.96972(W)     ADJUSTED  
 KY3060* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 KY3060  ___________________________________________________________________
 KY3060  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 KY3060  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 KY3060
 KY3060  HORZ ORDER  -  THIRD
 KY3060
 KY3060.The horizontal coordinates were established by classical geodetic methods
 KY3060.and adjusted by the National Geodetic Survey in June 2002..
 KY3060
 KY3060.The orthometric height was scaled from a topographic map.
 KY3060
 KY3060.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3060
 KY3060.The geoid height was determined by GEOID03.
 KY3060
 KY3060;                    North         East     Units Scale Factor Converg.
 KY3060;SPC PA S     -   162,468.944   378,853.548   MT  0.99997470   -1 41 58.7
 KY3060;SPC PA S     -   533,033.53  1,242,955.35   sFT  0.99997470   -1 41 58.7
 KY3060;UTM  17      - 4,513,082.454   553,194.430   MT  0.99963483   +0 24 41.7
 KY3060
 KY3060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3060!SPC PA S     -   0.99994328  x   0.99997470  =   0.99991798
 KY3060!UTM  17      -   0.99994328  x   0.99963483  =   0.99957813
 KY3060
 KY3060:                Primary Azimuth Mark                     Grid Az
 KY3060:SPC PA S     -  DAWSON                                   203 33 15.4
 KY3060:UTM  17      -  DAWSON                                   201 26 35.0
 KY3060
 KY3060|---------------------------------------------------------------------|
 KY3060| PID    Reference Object                     Distance      Geod. Az  |
 KY3060|                                                           dddmmss.s |
 KY3060| KY3052 DAWSON                              APPROX. 7.5 KM 2015116.7 |
 KY3060|---------------------------------------------------------------------|
 KY3060
 KY3060                          SUPERSEDED SURVEY CONTROL
 KY3060
 KY3060  NAD 83(1995)-  40 46 01.16946(N)    080 22 10.96943(W) AD(       ) 3
 KY3060  NAD 83(1986)-  40 46 01.17336(N)    080 22 10.97753(W) AD(       ) 3
 KY3060  NAD 27      -  40 46 00.93993(N)    080 22 11.74031(W) AD(       ) 3
 KY3060
 KY3060.Superseded values are not recommended for survey control.
 KY3060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3060.See file dsdata.txt to determine how the superseded data were derived.
 KY3060
 KY3060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF5319413082(NAD 83)
 KY3060_MARKER: DD = SURVEY DISK
 KY3060_SETTING: 0 = UNSPECIFIED SETTING
 KY3060_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3060
 KY3060  HISTORY     - Date     Condition        Report By
 KY3060  HISTORY     - 1900     MONUMENTED       USGS
 KY3060
 KY3060                          STATION DESCRIPTION
 KY3060
 KY3060'DESCRIBED BY US GEOLOGICAL SURVEY 1900 (DHB)
 KY3060'ON CLEARED HILL 4.0 MI W. OF BEAVER FALLS, ON LAND OWNED BY SARAH
 KY3060'J. GILLILAND.
 KY3060'
 KY3060'STATION MARK-- SANDSTONE POST 42 BY 7 BY 7-IN., SET 38 IN. IN
 KY3060'GROUND, IN CENTER OF TOP OF WHICH IS CEMENTED A STANDARD DISK
 KY3060'MARKED---U S GEOLOGICAL SURVEY-PENNSYLVANIA---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1903 ***********************************************************************
 MB1903  DESIGNATION -  GILMORE
 MB1903  PID         -  MB1903
 MB1903  STATE/COUNTY-  PA/MERCER
 MB1903  USGS QUAD   -  GROVE CITY (1981)
 MB1903
 MB1903                         *CURRENT SURVEY CONTROL
 MB1903  ___________________________________________________________________
 MB1903* NAD 83(1992)-  41 10 18.29304(N)    080 00 12.83451(W)     ADJUSTED  
 MB1903* NAVD 88     -       424.43   (+/-2cm)    1392.5    (feet)  VERTCON   
 MB1903  ___________________________________________________________________
 MB1903  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 MB1903  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 MB1903
 MB1903  HORZ ORDER  -  SECOND
 MB1903  VERT ORDER  -  THIRD ? (See Below)
 MB1903
 MB1903.The horizontal coordinates were established by classical geodetic methods
 MB1903.and adjusted by the National Geodetic Survey in June 2002..
 MB1903
 MB1903.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1903.The vertical order pertains to the NGVD 29 superseded value.
 MB1903
 MB1903.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1903
 MB1903.The geoid height was determined by GEOID03.
 MB1903
 MB1903;                    North         East     Units Scale Factor Converg.
 MB1903;SPC PA N     -   114,077.928   410,916.676   MT  0.99996599   -1 29 27.0
 MB1903;SPC PA N     -   374,270.67  1,348,149.13   sFT  0.99996599   -1 29 27.0
 MB1903;SPC PA S     -   206,551.179   410,902.117   MT  1.00003868   -1 27 43.6
 MB1903;SPC PA S     -   677,659.99  1,348,101.36   sFT  1.00003868   -1 27 43.6
 MB1903;UTM  17      - 4,558,301.510   583,584.358   MT  0.99968598   +0 39 21.6
 MB1903
 MB1903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1903!SPC PA N     -   0.99993869  x   0.99996599  =   0.99990468
 MB1903!SPC PA S     -   0.99993869  x   1.00003868  =   0.99997737
 MB1903!UTM  17      -   0.99993869  x   0.99968598  =   0.99962469
 MB1903
 MB1903|---------------------------------------------------------------------|
 MB1903| PID    Reference Object                     Distance      Geod. Az  |
 MB1903|                                                           dddmmss.s |
 MB1903| CX4579 GILMORE RM 1                         38.527 METERS 06520     |
 MB1903| CX4580 GILMORE RM 2                         81.839 METERS 26644     |
 MB1903| CX4578 GILMORE AZ MK                                      3504755.4 |
 MB1903|---------------------------------------------------------------------|
 MB1903
 MB1903                          SUPERSEDED SURVEY CONTROL
 MB1903
 MB1903  NAD 83(1995)-  41 10 18.29507(N)    080 00 12.83615(W) AD(       ) 2
 MB1903  NAD 83(1986)-  41 10 18.29694(N)    080 00 12.83808(W) AD(       ) 2
 MB1903  NAD 27      -  41 10 18.07900(N)    080 00 13.63300(W) AD(       ) 2
 MB1903  NGVD 29 (07/19/86)  424.56   (m)         1392.9    (f) LEVELING    3  
 MB1903
 MB1903.Superseded values are not recommended for survey control.
 MB1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1903.See file dsdata.txt to determine how the superseded data were derived.
 MB1903
 MB1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF8358458302(NAD 83)
 MB1903_MARKER: Z = SEE DESCRIPTION
 MB1903_SETTING: 0 = UNSPECIFIED SETTING
 MB1903
 MB1903  HISTORY     - Date     Condition        Report By
 MB1903  HISTORY     - 1937     MONUMENTED       PAGS
 MB1903  HISTORY     - 1939     SEE DESCRIPTION  PAGS
 MB1903  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MB1903  HISTORY     - 20030210 GOOD             INDIV
 MB1903
 MB1903                          STATION DESCRIPTION
 MB1903
 MB1903'DESCRIBED BY PENNSYLVANIA GEODETIC SURVEY 1937
 MB1903'LOCATED ALONG SIDE A DIRT ROAD, 1.2 MILES S OF ITS INTERSECTION WITH
 MB1903'STATE ROUTE 208, 4.5 MILES NE OF GROVE CITY.  STATION IS E OF
 MB1903'ROAD ON PROPERTY OF ALBERT E GILMORE.
 MB1903'
 MB1903'SURFACE MARK IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK SET IN A
 MB1903'1-FOOT CIRCULAR CONCRETE POST FLUSH WITH GROUND AND IS IN N FENCE
 MB1903'LINE OF LANE LEADING TO PASTURE SE OF BARN, 0.1 MILE.  UNDERGROUND
 MB1903'MARK IS A SQUARE BLOCK OF CONCRETE BELOW THE GROUND CONTAINING A PA.
 MB1903'COORDINATE SYSTEM STANDARD BRONZE DISK.
 MB1903'
 MB1903'REFERENCE MARK NO. 1 IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK
 MB1903'SET IN IRREGULAR SANDSTONE BOULDER PROJECTING 3 INCHES AND IS NE
 MB1903'OF STATION IN FENCE LINE.
 MB1903'
 MB1903'REFERENCE MARK NO. 2 IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK
 MB1903'SET IN IRREGULAR SANDSTONE BOULDER PROJECTING 3 INCHES AND IS W
 MB1903'OF STATION IN FENCE LINE.
 MB1903'
 MB1903'AZIMUTH MARK IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK SET IN
 MB1903'IRREGULAR SANDSTONE BOULDER PROJECTING 2 INCHES.  TO REACH GO N ALONG
 MB1903'ROAD FROM BARN 0.55 MILE TO LANE ON WHICH IS MAIL BOX OF A.J. NUTT.
 MB1903'MARK IS INSIDE OF FENCE AT FOOT OF POWER POLE.
 MB1903'
 MB1903'HEIGHT OF LIGHT ABOVE STATION MARK - 30.4 METERS.
 MB1903
 MB1903                          STATION RECOVERY (1939)
 MB1903
 MB1903'RECOVERY NOTE BY PENNSYLVANIA GEODETIC SURVEY 1939
 MB1903'STATION IS REACHED FROM GROVE CITY NE ON STATE ROUTE 208, 4.5 MILES,
 MB1903'THENCE S ON TOWNSHIP ROAD 1.2 MILES TO RESIDENCE OF ALBERT E.
 MB1903'GILMORE.
 MB1903'
 MB1903'STATION IS LOCATED ON THE LEFT SIDE OF A LANE 903 FEET E OF CENTER OF
 MB1903'TOWNSHIP ROAD, 1-1/2 FEET S OF THE N LANE FENCE AND 17-1/2 FEET N
 MB1903'OF THE S LANE FENCE, 159 FEET S OF A ROCK PILE.
 MB1903'
 MB1903'OTHER DETAILS OF THE ORIGINAL DESCRIPTION ARE CORRECT.
 MB1903'
 MB1903'P 1 IS A STANDARD CONCRETE POST WITH A PA COORDINATE SYSTEM DISK SET
 MB1903'IN TOP AND IS LOCATED IN THE SE CORNER OF GILMORES PASTURE.
 MB1903
 MB1903                          STATION RECOVERY (1960)
 MB1903
 MB1903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 MB1903'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION,
 MB1903'BUT THE DISTANCE FROM THE STATION TO THE REFERENCE MARKS IS IN
 MB1903'REVERSE ON THE ORIGINAL DESCRIPTION.  R.M. NO. 1 IS 268.50 FEET
 MB1903'NORTHEAST OF THE STATION, AND R.M. NO. 2 IS 126.40 FEET WEST OF THE
 MB1903'STATION.  THE PROPERTY IS NOW OWNED BY MR. GEORGE JOHNSTON.  A NEW
 MB1903'DESCRIPTION FOLLOWS--
 MB1903'
 MB1903'THE STATION IS LOCATED ABOUT 4.5 MILES (AIRLINE) EAST OF GROVE CITY,
 MB1903'ABOUT 2.5 MILES NORTH OF HARRISVILLE, 1.2 MILES SOUTH OF STATE
 MB1903'HIGHWAY 208, AND ON A KNOLL ABOUT 1200 FEET SOUTHEAST OF MR. JOHNSTONS
 MB1903'LARGE BARN.  IT IS ABOUT 900 FEET EAST OF NUTT ROAD (TOWNSHIP LINE
 MB1903'ROAD), AND ON THE NORTH SIDE OF A LANE ALONG THE SOUTH EDGE OF A
 MB1903'LARGE FIELD.  IT IS 17.5 FEET NORTH OF THE SOUTH FENCE OF THE LANE,
 MB1903'1.5 FEET SOUTH OF THE NORTH FENCE, AND 1.5 FEET SOUTH OF A U.S.C.
 MB1903'AND G.S. WITNESS SIGN.  THE MARK IS A PENNA. COORDINATE SYSTEM
 MB1903'DISK SET IN THE TOP OF A CIRCULAR CONCRETE POST PROJECTING 2 INCHES
 MB1903'AND STAMPED GILMORE 1937.  (NOTES 1B,7A).
 MB1903'
 MB1903'REFERENCE MARK NO. 1 IS NORTHEAST ACROSS THE CORNER OF A CULTIVATED
 MB1903'FIELD AND IS IN A NORTH-SOUTH FENCE LINE.  THE MARK IS A PENNA.
 MB1903'COORDINATE SYSTEM DISK SET IN THE TOP OF AN IRREGULAR SHAPED
 MB1903'SANDSTONE POST PROJECTING 4 INCHES, STAMPED GILMORE NO 1 1937.
 MB1903'
 MB1903'REFERENCE MARK NO. 2 IS WEST OF THE STATION AND IS 0.5 FOOT SOUTH
 MB1903'OF THE NORTH FENCE LINE.  THE MARK IS A PENNA. COORDINATE SYSTEM
 MB1903'DISK SET IN THE TOP OF A SQUARE SANDSTONE POST PROJECTING 3 INCHES.
 MB1903'STAMPED GILMORE NO 2 1937.
 MB1903'
 MB1903'THE AZIMUTH MARK IS 0.6 MILE NORTH ALONG NUTT ROAD FROM MR. JOHNSTONS
 MB1903'HOUSE, AND AT THE DRIVE TO A.J. NUTTS RESIDENCE.  IT IS 18 FEET EAST
 MB1903'OF THE CENTER LINE OF THE ROAD, 15 FEET NORTH OF THE CENTER OF THE
 MB1903'DRIVE, AND 2 FEET NORTHEAST OF A TELEPHONE POLE.  THE MARK IS A PENNA.
 MB1903'COORDINATE SYSTEM DISK SET IN THE TOP OF AN IRREGULAR SHAPED SAND
 MB1903'STONE BOULDER PROJECTING 2 INCHES, STAMPED GILMORE 1937.
 MB1903'
 MB1903'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 78 AND
 MB1903'208, LOCATED ON THE NORTH EDGE OF GROVE CITY, GO NORTHEAST ON
 MB1903'HIGHWAY 208 FOR 4.6 MILES, TURN RIGHT ON NUTT ROAD AND GO SOUTH FOR
 MB1903'1.0 MILE TO MR. JOHNSTONS HOUSE ON RIGHT, CONTINUE FOR 0.1 MILE TO
 MB1903'FENCE LINES AND LANE ON LEFT AND STATION 900 FEET TO THE EAST.
 MB1903
 MB1903                          STATION RECOVERY (2003)
 MB1903
 MB1903'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 MB1903'REPORTED ELEVATION ON DATASHEET IS IN ERR BY APPROXIMATELY 75 FEET.
 MB1903'MONUMENT IS AT 1467 FEET+-. REPORTED ELEVATION IS 1392.5 FEET.
 MB1903'HORIZONTAL COORDINATES APPEAR TO BE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1832 ***********************************************************************
 LZ1832  DESIGNATION -  GINNIS
 LZ1832  PID         -  LZ1832
 LZ1832  STATE/COUNTY-  PA/POTTER
 LZ1832  USGS QUAD   -  ELLISBURG (1983)
 LZ1832
 LZ1832                         *CURRENT SURVEY CONTROL
 LZ1832  ___________________________________________________________________
 LZ1832* NAD 83(1992)-  41 58 13.61580(N)    077 57 23.67309(W)     ADJUSTED  
 LZ1832* NAVD 88     -       760.1    (meters)    2494.     (feet)  VERTCON   
 LZ1832  ___________________________________________________________________
 LZ1832  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 LZ1832  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 LZ1832
 LZ1832  HORZ ORDER  -  SECOND
 LZ1832
 LZ1832.The horizontal coordinates were established by classical geodetic methods
 LZ1832.and adjusted by the National Geodetic Survey in June 2002..
 LZ1832
 LZ1832.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1832
 LZ1832.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1832
 LZ1832.The geoid height was determined by GEOID03.
 LZ1832
 LZ1832;                    North         East     Units Scale Factor Converg.
 LZ1832;SPC PA N     -   200,343.137   582,877.075   MT  1.00000338   -0 08 12.0
 LZ1832;SPC PA N     -   657,292.44  1,912,322.54   sFT  1.00000338   -0 08 12.0
 LZ1832;SPC NY W     -   219,001.851   401,948.217   MT  0.99997069   +0 25 08.9
 LZ1832;SPC NY W     -   718,508.57  1,318,725.11   sFT  0.99997069   +0 25 08.9
 LZ1832;SPC NY C     -   219,724.104   136,179.128   MT  1.00009686   -0 55 06.4
 LZ1832;SPC NY C     -   720,878.16    446,781.02   sFT  1.00009686   -0 55 06.4
 LZ1832;UTM  18      - 4,650,724.185   255,018.505   MT  1.00033856   -1 58 41.5
 LZ1832;UTM  17      - 4,650,976.422   752,178.446   MT  1.00038260   +2 02 10.9
 LZ1832
 LZ1832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1832!SPC PA N     -   0.99988575  x   1.00000338  =   0.99988913
 LZ1832!SPC NY W     -   0.99988575  x   0.99997069  =   0.99985645
 LZ1832!SPC NY C     -   0.99988575  x   1.00009686  =   0.99998260
 LZ1832!UTM  18      -   0.99988575  x   1.00033856  =   1.00022428
 LZ1832!UTM  17      -   0.99988575  x   1.00038260  =   1.00026831
 LZ1832
 LZ1832|---------------------------------------------------------------------|
 LZ1832| PID    Reference Object                     Distance      Geod. Az  |
 LZ1832|                                                           dddmmss.s |
 LZ1832| CJ9867 GINNIS RM 1                          22.077 METERS 05826     |
 LZ1832| CJ9868 GINNIS RM 2                          27.609 METERS 30937     |
 LZ1832| NC0974 ALMA ATT MICROWAVE RELAY TOWER      APPROX. 9.0 KM 3321306.4 |
 LZ1832| NC0971 ALMA MICROWAVE TOWER                APPROX.10.3 KM 3322251.1 |
 LZ1832|---------------------------------------------------------------------|
 LZ1832
 LZ1832                          SUPERSEDED SURVEY CONTROL
 LZ1832
 LZ1832  NAD 83(1996)-  41 58 13.61520(N)    077 57 23.67417(W) AD(       ) 2
 LZ1832  NAD 83(1986)-  41 58 13.61681(N)    077 57 23.67084(W) AD(       ) 2
 LZ1832  NAD 27      -  41 58 13.37702(N)    077 57 24.66590(W) AD(       ) 2
 LZ1832  NGVD 29 (07/19/86)  760.2    (m)         2494.     (f) VERT ANG       
 LZ1832
 LZ1832.Superseded values are not recommended for survey control.
 LZ1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1832.See file dsdata.txt to determine how the superseded data were derived.
 LZ1832
 LZ1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM5501950724(NAD 83)
 LZ1832_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1832_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LZ1832
 LZ1832  HISTORY     - Date     Condition        Report By
 LZ1832  HISTORY     - 1967     MONUMENTED       CGS
 LZ1832
 LZ1832                          STATION DESCRIPTION
 LZ1832
 LZ1832'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 LZ1832'THE STATION IS LOCATED ON A HILL, WHICH IS UNDER CULTIVATION, AND IS
 LZ1832'OWNED BY MR. ELWOOD MATTISON.  IT IS ABOUT 10-1/2 MILES
 LZ1832'SOUTH OF WELLSVILLE, NEW YORK, 4-1/2 MILES WEST-SOUTHWEST OF GENESEE
 LZ1832'AND 4-1/2 MILES NORTHEAST OF OSWAYO.
 LZ1832'
 LZ1832'TO REACH THE STATION FROM THE POST OFFICE IN OSWAYO, GO NORTHEAST ON
 LZ1832'STATE HIGHWAY 244 FOR 0.6 MILE TO A FORK.  KEEP LEFT AND GO
 LZ1832'NORTH ON THE PAVED ROAD FOR 0.45 MILE TO THE END OF THE PAVEMENT.
 LZ1832'CONTINUE IN A NORTHEASTERLY DIRECTION ON THE GRAVELED ROAD
 LZ1832'FOR 1.8 MILES TO A FORK.  KEEP RIGHT AND GO NORTHEAST ON A GRAVELED
 LZ1832'ROAD FOR 1.65 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 LZ1832'SOUTHEAST ON A GRAVELED ROAD FOR 0.8 MILE TO THE SUMMIT OF THE HILL
 LZ1832'AND THE STATION ON THE RIGHT.
 LZ1832'
 LZ1832'THE STATION MARK IS A STANDARD DISK STAMPED GINNIS 1967, SET IN THE
 LZ1832'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 16
 LZ1832'INCHES BELOW THE GROUND SURFACE.  IT IS 75 FEET SOUTH-SOUTHWEST OF
 LZ1832'THE CENTER OF THE GRAVELED ROAD, 73.7 FEET
 LZ1832'WEST-SOUTHWEST OF THE WITNESS POST SET NEAR REFERENCE MARK 1, 66 FEET
 LZ1832'SOUTH OF A 24 INCH MAPLE TREE AND 64 FEET SOUTH-SOUTHWEST OF AN
 LZ1832'18 INCH TRIANGULAR BLAZED MAPLE TREE.
 LZ1832'
 LZ1832'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GINNIS NO 1 1967, SET IN
 LZ1832'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 LZ1832'PROJECTING 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 56.5 FEET
 LZ1832'SOUTHEAST OF THE 18 INCH BLAZED TREE, 16 FEET SOUTH-SOUTHEAST
 LZ1832'OF THE CENTER OF THE GRAVELED ROAD, 13 FEET SOUTHEAST OF AN 18 INCH
 LZ1832'MAPLE TREE AND 1.2 FEET WEST-SOUTHWEST OF THE METAL WITNESS
 LZ1832'POST.
 LZ1832'
 LZ1832'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GINNIS NO 2 1967, SET IN
 LZ1832'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 LZ1832'PROJECTING 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 134 FEET WEST OF
 LZ1832'THE METAL WITNESS POST SET NEAR REFERENCE MARK 1, 19 FEET
 LZ1832'SOUTH OF THE CENTER OF THE GRAVELED ROAD AND 6.5 FEET EAST-SOUTHEAST
 LZ1832'OF A 14 INCH MAPLE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0028 ***********************************************************************
 ND0028  DESIGNATION -  GIRARD
 ND0028  PID         -  ND0028
 ND0028  STATE/COUNTY-  PA/ERIE
 ND0028  USGS QUAD   -  FAIRVIEW (1998)
 ND0028
 ND0028                         *CURRENT SURVEY CONTROL
 ND0028  ___________________________________________________________________
 ND0028* NAD 83(1986)-  42 00 01.     (N)    080 19 05.     (W)     SCALED    
 ND0028* NAVD 88     -       236.572  (meters)     776.15   (feet)  ADJUSTED  
 ND0028  ___________________________________________________________________
 ND0028  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 ND0028  DYNAMIC HT  -         236.486 (meters)     775.87  (feet)  COMP
 ND0028  MODELED GRAV-     980,251.3   (mgal)                       NAVD 88
 ND0028
 ND0028  VERT ORDER  -  FIRST     CLASS II
 ND0028
 ND0028.The horizontal coordinates were scaled from a topographic map and have
 ND0028.an estimated accuracy of +/- 6 seconds.
 ND0028
 ND0028.The orthometric height was determined by differential leveling
 ND0028.and adjusted by the National Geodetic Survey in June 1991..
 ND0028
 ND0028.The geoid height was determined by GEOID03.
 ND0028
 ND0028.The dynamic height is computed by dividing the NAVD 88
 ND0028.geopotential number by the normal gravity value computed on the
 ND0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0028.degrees latitude (g = 980.6199 gals.).
 ND0028
 ND0028.The modeled gravity was interpolated from observed gravity values.
 ND0028
 ND0028;                    North         East    Units  Estimated Accuracy
 ND0028;SPC PA N     -   206,790.      387,270.      MT  (+/- 180 meters Scaled)
 ND0028
 ND0028                          SUPERSEDED SURVEY CONTROL
 ND0028
 ND0028  NGVD 29 (06/03/92)  236.764  (m)          776.78   (f) ADJUSTED    1 2
 ND0028
 ND0028.Superseded values are not recommended for survey control.
 ND0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0028.See file dsdata.txt to determine how the superseded data were derived.
 ND0028
 ND0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG564500(NAD 83)
 ND0028_MARKER: DB = BENCH MARK DISK
 ND0028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ND0028_SP_SET: WALL
 ND0028_STAMPING: GIRARD 1934
 ND0028_MARK LOGO: CGS   
 ND0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ND0028
 ND0028  HISTORY     - Date     Condition        Report By
 ND0028  HISTORY     - 1934     MONUMENTED       CGS
 ND0028  HISTORY     - 1961     GOOD             NGS
 ND0028  HISTORY     - 1981     GOOD             NGS
 ND0028
 ND0028                          STATION DESCRIPTION
 ND0028
 ND0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ND0028'AT GIRARD.
 ND0028'AT GIRARD, ERIE COUNTY, AT THE SOUTHEAST CORNER OF THE GIRARD
 ND0028'NATIONAL BANK, IN THE EAST WALL, AND 3.5 FEET ABOVE THE SIDEWALK. A
 ND0028'STANDARD DISK, STAMPED 776.826 GIRARD 1934 AND SET VERTICALLY.
 ND0028
 ND0028                          STATION RECOVERY (1981)
 ND0028
 ND0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 ND0028'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 ND0028'IN GIRARD, AT THE JUNCTION OF MAIN STREET (US HIGHWAY 20) AND WALL
 ND0028'STREET, SET VERTICALLY IN THE NORTHEAST FACE OF THE SECURITY PEOPLES
 ND0028'BANK AND NEAR THE EAST CORNER OF THE BANK, 5.88 METERS (19.3 FEET)
 ND0028'NORTHWEST OF THE NORTHWEST CURB OF MAIN STREET, 5.24 METERS (17.2 FT)
 ND0028'SOUTHWEST OF THE SOUTHWEST CURB OF WALL STREET AND 0.3 METER (1.0
 ND0028'FOOT) NORTHWEST OF THE CORNER OF THE BANK.
 ND0028'THE MARK IS 0.91 M ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2216 ***********************************************************************
 MA2216  DESIGNATION -  GIRARD
 MA2216  PID         -  MA2216
 MA2216  STATE/COUNTY-  PA/CLEARFIELD
 MA2216  USGS QUAD   -  THE KNOBS (1994)
 MA2216
 MA2216                         *CURRENT SURVEY CONTROL
 MA2216  ___________________________________________________________________
 MA2216* NAD 83(1992)-  41 08 49.16231(N)    078 20 04.63064(W)     ADJUSTED  
 MA2216* NAVD 88     -       674.     (meters)    2211.     (feet)  SCALED    
 MA2216  ___________________________________________________________________
 MA2216  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 MA2216  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 MA2216
 MA2216  HORZ ORDER  -  THIRD
 MA2216
 MA2216.The horizontal coordinates were established by classical geodetic methods
 MA2216.and adjusted by the National Geodetic Survey in June 2002..
 MA2216
 MA2216.The orthometric height was scaled from a topographic map.
 MA2216
 MA2216.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2216
 MA2216.The geoid height was determined by GEOID03.
 MA2216
 MA2216;                    North         East     Units Scale Factor Converg.
 MA2216;SPC PA N     -   109,033.952   550,924.303   MT  0.99996792   -0 23 12.3
 MA2216;SPC PA N     -   357,722.22  1,807,490.82   sFT  0.99996792   -0 23 12.3
 MA2216;UTM  17      - 4,558,499.130   723,674.803   MT  1.00021578   +1 45 16.3
 MA2216
 MA2216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2216!SPC PA N     -   0.99989937  x   0.99996792  =   0.99986730
 MA2216!UTM  17      -   0.99989937  x   1.00021578  =   1.00011513
 MA2216
 MA2216:                Primary Azimuth Mark                     Grid Az
 MA2216:SPC PA N     -  MCDOWELL                                 169 40 32.5
 MA2216:UTM  17      -  MCDOWELL                                 167 32 03.9
 MA2216
 MA2216|---------------------------------------------------------------------|
 MA2216| PID    Reference Object                     Distance      Geod. Az  |
 MA2216|                                                           dddmmss.s |
 MA2216| MA2220 MCDOWELL                            APPROX.12.2 KM 1691720.2 |
 MA2216|---------------------------------------------------------------------|
 MA2216
 MA2216                          SUPERSEDED SURVEY CONTROL
 MA2216
 MA2216  NAD 83(1986)-  41 08 49.16331(N)    078 20 04.63256(W) AD(       ) 3
 MA2216  NAD 27      -  41 08 48.95674(N)    078 20 05.56739(W) AD(       ) 3
 MA2216
 MA2216.Superseded values are not recommended for survey control.
 MA2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2216.See file dsdata.txt to determine how the superseded data were derived.
 MA2216
 MA2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF2367558499(NAD 83)
 MA2216_MARKER: DD = SURVEY DISK
 MA2216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2216_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MA2216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA2216+STABILITY: SURFACE MOTION
 MA2216
 MA2216  HISTORY     - Date     Condition        Report By
 MA2216  HISTORY     - 1901     MONUMENTED       USGS
 MA2216
 MA2216                          STATION DESCRIPTION
 MA2216
 MA2216'DESCRIBED BY US GEOLOGICAL SURVEY 1901
 MA2216'A HIGH KNOB, LOCALLLY KNOWN AS -BIG KNOB-, IN GIRARD TOWNSHIP, 7.0
 MA2216'MI BY RD. N. OF SHAWSVILLE, 12 MI NW. OF FRENCHVILLLE, ON S. SIDE OF
 MA2216'KNOB, ABOUT 100 FT LOWER THAN SUMMIT, AT UPPER EDGE OF FIELD, AND
 MA2216'HAS UNOBSTRUCTED VIEW E., S. AND W., ON LAND OWNED BY PETER BROWN,
 MA2216'BUT NEAR THE PROPERTY LINE OF THE WIDOW KRISE.
 MA2216'
 MA2216'STATION MARK, A MARBLE POST 36 BY 6 BY 6 IN., SET 34 IN. IN GROUND,
 MA2216'HAVING A STANDARD DISK CEMENTED IN ITS TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU4504 ***********************************************************************
 JU4504  DESIGNATION -  GIRARD
 JU4504  PID         -  JU4504
 JU4504  STATE/COUNTY-  PA/PHILADELPHIA
 JU4504  USGS QUAD   -  PHILADELPHIA (1994)
 JU4504
 JU4504                         *CURRENT SURVEY CONTROL
 JU4504  ___________________________________________________________________
 JU4504* NAD 83(1996)-  39 58 16.75308(N)    075 09 25.70336(W)     ADJUSTED  
 JU4504* NAVD 88     -        22.5    (meters)      74.     (feet)  GPS OBS   
 JU4504  ___________________________________________________________________
 JU4504  X           -   1,253,881.770 (meters)                     COMP
 JU4504  Y           -  -4,731,418.176 (meters)                     COMP
 JU4504  Z           -   4,075,538.937 (meters)                     COMP
 JU4504  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 JU4504  ELLIP HEIGHT-         -10.44  (meters)          (08/10/01) GPS OBS
 JU4504  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU4504
 JU4504  HORZ ORDER  -  FIRST
 JU4504  ELLP ORDER  -  FOURTH    CLASS II
 JU4504
 JU4504.The horizontal coordinates were established by GPS observations
 JU4504.and adjusted by the National Geodetic Survey in May 1999..
 JU4504
 JU4504.The orthometric height was determined by GPS observations and a
 JU4504.high-resolution geoid model.
 JU4504
 JU4504.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4504
 JU4504.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4504
 JU4504.The ellipsoidal height was determined by GPS observations
 JU4504.and is referenced to NAD 83.
 JU4504
 JU4504.The geoid height was determined by GEOID03.
 JU4504
 JU4504;                    North         East     Units Scale Factor Converg.
 JU4504;SPC PA S     -    74,090.226   821,473.844   MT  0.99999428   +1 40 56.0
 JU4504;SPC PA S     -   243,077.68  2,695,118.77   sFT  0.99999428   +1 40 56.0
 JU4504;SPC NJ       -   126,537.093    93,866.223   MT  0.99993878   -0 25 19.8
 JU4504;SPC NJ       -   415,147.11    307,959.43   sFT  0.99993878   -0 25 19.8
 JU4504;UTM  18      - 4,424,585.882   486,580.979   MT  0.99960222   -0 06 03.4
 JU4504
 JU4504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4504!SPC PA S     -   1.00000164  x   0.99999428  =   0.99999592
 JU4504!SPC NJ       -   1.00000164  x   0.99993878  =   0.99994042
 JU4504!UTM  18      -   1.00000164  x   0.99960222  =   0.99960386
 JU4504
 JU4504                          SUPERSEDED SURVEY CONTROL
 JU4504
 JU4504  NAD 83(1992)-  39 58 16.75255(N)    075 09 25.70357(W) AD(       ) 1
 JU4504  ELLIP H (06/28/94)  -10.49   (m)                       GP(       ) 4 1
 JU4504
 JU4504.Superseded values are not recommended for survey control.
 JU4504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4504.See file dsdata.txt to determine how the superseded data were derived.
 JU4504
 JU4504_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8658124586(NAD 83)
 JU4504_MARKER: DD = SURVEY DISK
 JU4504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4504_SP_SET: CONCRETE POST
 JU4504_STAMPING: GIRARD 1993
 JU4504_MARK LOGO: PA6540
 JU4504_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JU4504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4504+STABILITY: SURFACE MOTION
 JU4504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4504+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JU4504
 JU4504  HISTORY     - Date     Condition        Report By
 JU4504  HISTORY     - 1993     MONUMENTED       PA6540
 JU4504  HISTORY     - 20060312 GOOD             GEOCAC
 JU4504
 JU4504                          STATION DESCRIPTION
 JU4504
 JU4504'DESCRIBED BY CITY OF PHILADELPHIA PENNSYLVANIA 1993
 JU4504'THE STATION IS LOCATED IN THE 14TH WARD OF THE CITY OF PHILADELPHIA,IN
 JU4504'THE NORTH CENTRAL SECTION OF THE CITY, ON THE NORTHEAST CORNER OF
 JU4504'13TH STREET AND GIRARD AVENUE. THE STATION IS 8.0 FT (2.4 M) EAST OF
 JU4504'THE EAST CURBLINE OF 13TH STREET AND 13.3 FT (4.1 M) NORTH OF THE
 JU4504'NORTH CURBLINE OF GIRARD AVENUE AND AT FOOTWAY LEVEL. THE MARK IS A
 JU4504'CITY OF PHILADELPHIA HORIZONTAL CONTROL NETWORK BRASS DISC STAMPED
 JU4504'GIRARD 1993.
 JU4504'TO REACH THE STATION FROM SOUTHBOUND I-95. TAKE I-95 SOUTH TO THE
 JU4504'GIRARD AVENUE EXIT. GO WEST ON GIRARD AVENUE FOR 2.0 MI (3.2 KM) TO
 JU4504'13TH STREET.
 JU4504'TO REACH FROM EITHER SOUTHBOUND OR NORTHBOUND BROAD STREET (PA ROUTES
 JU4504'291 AND 611), TAKE PA ROUTE 291 FROM SOUTH OF CITY HALL TO PA ROUTE
 JU4504'611 NORTH OF CITY HALL TO GIRARD AVENUE, WHICH IS 1.2 MI (1.9 KM)
 JU4504'NORTH OF CITY HALL. 13TH STREET IS ONE BLOCK EAST OF BROAD STREET.
 JU4504
 JU4504                          STATION RECOVERY (2006)
 JU4504
 JU4504'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 JU4504'MARK IS APPROXIMATELY 6 INCHES BELOW SIDEWALK LEVEL. MONUMENT COVER IS
 JU4504'MISSING AND MAY CONTAIN WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0241 ***********************************************************************
 ND0241  DESIGNATION -  GIRARD BORO WATER CO TANK
 ND0241  PID         -  ND0241
 ND0241  STATE/COUNTY-  PA/ERIE
 ND0241  USGS QUAD   -  FAIRVIEW (1998)
 ND0241
 ND0241                         *CURRENT SURVEY CONTROL
 ND0241  ___________________________________________________________________
 ND0241* NAD 83(1992)-  42 00 28.59515(N)    080 19 14.65317(W)     ADJUSTED  
 ND0241* NAVD 88     -                                                        
 ND0241  ___________________________________________________________________
 ND0241  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 ND0241  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 ND0241
 ND0241  HORZ ORDER  -  THIRD
 ND0241
 ND0241.The horizontal coordinates were established by classical geodetic methods
 ND0241.and adjusted by the National Geodetic Survey in June 2002..
 ND0241
 ND0241
 ND0241.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0241
 ND0241.The geoid height was determined by GEOID03.
 ND0241
 ND0241;                    North         East     Units Scale Factor Converg.
 ND0241;SPC PA N     -   207,647.685   387,068.129   MT  1.00000992   -1 42 02.3
 ND0241;SPC PA N     -   681,257.45  1,269,906.02   sFT  1.00000992   -1 42 02.3
 ND0241;UTM  17      - 4,650,881.280   556,248.090   MT  0.99963893   +0 27 16.6
 ND0241
 ND0241                          SUPERSEDED SURVEY CONTROL
 ND0241
 ND0241  NAD 83(1995)-  42 00 28.59745(N)    080 19 14.65163(W) AD(       ) 4
 ND0241  NAD 83(1986)-  42 00 28.60025(N)    080 19 14.65322(W) AD(       ) 4
 ND0241  NAD 27      -  42 00 28.40200(N)    080 19 15.41800(W) AD(       ) 3
 ND0241
 ND0241.Superseded values are not recommended for survey control.
 ND0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0241.See file dsdata.txt to determine how the superseded data were derived.
 ND0241
 ND0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG5624850881(NAD 83)
 ND0241
 ND0241  HISTORY     - Date     Condition        Report By
 ND0241  HISTORY     - 1961     MONUMENTED       CGS
 ND0241  HISTORY     - 1963     SEE DESCRIPTION  CGS
 ND0241
 ND0241                          STATION DESCRIPTION
 ND0241
 ND0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 ND0241'THE APEX OF THE WATER TANK, LOCATED IN THE NORTHEAST SECTION OF
 ND0241'GIRARD.  THE STRUCTURE IS BUILT OF STEEL, PAINTED
 ND0241'SILVER, CONICAL ROOF, ELLIPSOIDAL BOTTOM, CIRCULAR BALCONY WITH A
 ND0241'GUARD RAIL AT THE BASE OF THE TANK.  THE TANK IS MOUNTED ON 4
 ND0241'LACED STRUCTURAL STEEL COLUMNS WITH TRANSVERSE SUPPORTS, A RISER
 ND0241'LOCATED IN THE CENTER OF STRUCTURE ABOUT 4 FEET IN DIAMETER
 ND0241'AND A STEEL ACCESS LADDER WITH A SAFTY RAILING TO THE GROUND LEVEL.
 ND0241'THE OVERALL HEIGHT IS ABOUT 135.0 FEET.
 ND0241
 ND0241                          STATION RECOVERY (1963)
 ND0241
 ND0241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VES)
 ND0241'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 ND0241'DESCRIPTION DESCRIBES THE TANK AS ELLIPSOIDAL BOTTOM, CONICAL
 ND0241'ROOF STRUCTURE.  THE TANK IS OF DOUBLE ELLIPSOIDAL DESIGN.  GIRARD
 ND0241'BORO WATER COMPANY AUTHORITIES SAY THE TANK PRESENTLY IN THE
 ND0241'PLOTTED POSITION OF THE STATION IS THE ONLY TANK THAT HAS EVER BEEN
 ND0241'LOCATED IN THAT IMMEDIATE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0242 ***********************************************************************
 ND0242  DESIGNATION -  GIRARD COUNTY HOSP WATER TANK
 ND0242  PID         -  ND0242
 ND0242  STATE/COUNTY-  PA/ERIE
 ND0242  USGS QUAD   -  FAIRVIEW (1998)
 ND0242
 ND0242                         *CURRENT SURVEY CONTROL
 ND0242  ___________________________________________________________________
 ND0242* NAD 83(1992)-  42 01 18.33265(N)    080 16 29.06474(W)     ADJUSTED  
 ND0242* NAVD 88     -                                                        
 ND0242  ___________________________________________________________________
 ND0242  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 ND0242  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 ND0242
 ND0242  HORZ ORDER  -  THIRD
 ND0242
 ND0242.The horizontal coordinates were established by classical geodetic methods
 ND0242.and adjusted by the National Geodetic Survey in June 2002..
 ND0242
 ND0242
 ND0242.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0242
 ND0242.The geoid height was determined by GEOID03.
 ND0242
 ND0242;                    North         East     Units Scale Factor Converg.
 ND0242;SPC PA N     -   209,069.567   390,921.642   MT  1.00001244   -1 40 12.8
 ND0242;SPC PA N     -   685,922.40  1,282,548.75   sFT  1.00001244   -1 40 12.8
 ND0242;UTM  17      - 4,652,446.514   560,043.994   MT  0.99964436   +0 29 07.8
 ND0242
 ND0242                          SUPERSEDED SURVEY CONTROL
 ND0242
 ND0242  NAD 83(1995)-  42 01 18.33476(N)    080 16 29.06303(W) AD(       ) 4
 ND0242  NAD 83(1986)-  42 01 18.33779(N)    080 16 29.06447(W) AD(       ) 4
 ND0242  NAD 27      -  42 01 18.14000(N)    080 16 29.84200(W) AD(       ) 3
 ND0242
 ND0242.Superseded values are not recommended for survey control.
 ND0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0242.See file dsdata.txt to determine how the superseded data were derived.
 ND0242
 ND0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG6004452447(NAD 83)
 ND0242
 ND0242  HISTORY     - Date     Condition        Report By
 ND0242  HISTORY     - 1961     MONUMENTED       CGS
 ND0242  HISTORY     - 1963     SEE DESCRIPTION  CGS
 ND0242  HISTORY     - 1975     GOOD             USLS
 ND0242
 ND0242                          STATION DESCRIPTION
 ND0242
 ND0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 ND0242'OBSTRUCTION LIGHT LOCATED ON THE APEX OF THE TANK, LOCATED AT WEST
 ND0242'END OF THE ERIE COUNTY HOSPITAL, ERIE COUNTY
 ND0242'INSTITUTION ABOUT 1.5 MILES EAST OF GIRARD ALONG THE NORTH SIDE OF
 ND0242'U.S. HIGHWAY 20.  THE STRUCTURE IS BUILT OF STEEL,
 ND0242'PAINTED RED AND WHITE CHECKED WITH A BLACK BOTTOM, CONE SHAPE ROOF,
 ND0242'HEMISPHERICOL BOTTOM WITH A CIRCULAR BALCONY WITH A GUARD
 ND0242'RAIL AT THE BASE OF THE TANK.  THE TANK IS MOUNTED ON 4 LACED
 ND0242'STRUCTURAL STEEL COLUMNS WITH TRANSVERSES SUPPORTS AND A
 ND0242'RISER LOCATED IN THE CENTER OF THE STRUCTURE ABOUT 3 FEET IN
 ND0242'DIAMETER.  OVERALL HEIGHT IS ABOUT 125.0 FEET.
 ND0242
 ND0242                          STATION RECOVERY (1963)
 ND0242
 ND0242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VES)
 ND0242'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 ND0242
 ND0242                          STATION RECOVERY (1975)
 ND0242
 ND0242'RECOVERY NOTE BY US LAKE SURVEY 1975 (FF)
 ND0242'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 ND0242'
 ND0242'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 ND0242'11 MILES SOUTHWEST OF ERIE, PA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0586 ***********************************************************************
 LZ0586  DESIGNATION -  GIRDER
 LZ0586  PID         -  LZ0586
 LZ0586  STATE/COUNTY-  PA/BRADFORD
 LZ0586  USGS QUAD   -  ULSTER (1969)
 LZ0586
 LZ0586                         *CURRENT SURVEY CONTROL
 LZ0586  ___________________________________________________________________
 LZ0586* NAD 83(1986)-  41 47 15.     (N)    076 31 10.     (W)     SCALED    
 LZ0586* NAVD 88     -       252.125  (meters)     827.18   (feet)  ADJUSTED  
 LZ0586  ___________________________________________________________________
 LZ0586  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 LZ0586  DYNAMIC HT  -         252.023 (meters)     826.85  (feet)  COMP
 LZ0586  MODELED GRAV-     980,211.6   (mgal)                       NAVD 88
 LZ0586
 LZ0586  VERT ORDER  -  SECOND    CLASS 0
 LZ0586
 LZ0586.The horizontal coordinates were scaled from a topographic map and have
 LZ0586.an estimated accuracy of +/- 6 seconds.
 LZ0586
 LZ0586.The orthometric height was determined by differential leveling
 LZ0586.and adjusted by the National Geodetic Survey in June 1991..
 LZ0586
 LZ0586.The geoid height was determined by GEOID03.
 LZ0586
 LZ0586.The dynamic height is computed by dividing the NAVD 88
 LZ0586.geopotential number by the normal gravity value computed on the
 LZ0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0586.degrees latitude (g = 980.6199 gals.).
 LZ0586
 LZ0586.The modeled gravity was interpolated from observed gravity values.
 LZ0586
 LZ0586;                    North         East    Units  Estimated Accuracy
 LZ0586;SPC PA N     -   180,730.      702,290.      MT  (+/- 180 meters Scaled)
 LZ0586
 LZ0586                          SUPERSEDED SURVEY CONTROL
 LZ0586
 LZ0586  NGVD 29 (??/??/92)  252.314  (m)          827.80   (f) ADJ UNCH    2 0
 LZ0586
 LZ0586.Superseded values are not recommended for survey control.
 LZ0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0586.See file dsdata.txt to determine how the superseded data were derived.
 LZ0586
 LZ0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM737272(NAD 83)
 LZ0586_MARKER: DD = SURVEY DISK
 LZ0586_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0586_SP_SET: BRIDGE
 LZ0586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0586
 LZ0586  HISTORY     - Date     Condition        Report By
 LZ0586  HISTORY     - UNK      MONUMENTED       PADH
 LZ0586  HISTORY     - 1935     GOOD             NGS
 LZ0586
 LZ0586                          STATION DESCRIPTION
 LZ0586
 LZ0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ0586'2.6 MI E FROM LUTHERS MILLS.
 LZ0586'2.6 MILES EAST ALONG U.S. HIGHWAY 6 FROM LUTHERS MILLS, BRADFORD
 LZ0586'COUNTY, AT STATION 11/07+45, AT A 120-FOOT 2-SPAN GIRDER BRIDGE
 LZ0586'OVER SUGAR CREEK, IN THE TOP OF THE SOUTHWEST CONCRETE WING WALL,
 LZ0586'16 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 LZ0586'HIGHER THAN THE ROADWAY.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS
 LZ0586'STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1933 ***********************************************************************
 LZ1933  DESIGNATION -  GIRTON
 LZ1933  PID         -  LZ1933
 LZ1933  STATE/COUNTY-  PA/LYCOMING
 LZ1933  USGS QUAD   -  PICTURE ROCKS (1983)
 LZ1933
 LZ1933                         *CURRENT SURVEY CONTROL
 LZ1933  ___________________________________________________________________
 LZ1933* NAD 83(1992)-  41 15 17.71385(N)    076 43 48.63803(W)     ADJUSTED  
 LZ1933* NAVD 88     -       329.0    (meters)    1079.     (feet)  VERTCON   
 LZ1933  ___________________________________________________________________
 LZ1933  LAPLACE CORR-           4.82  (seconds)                    DEFLEC99
 LZ1933  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 LZ1933
 LZ1933  HORZ ORDER  -  SECOND
 LZ1933
 LZ1933.The horizontal coordinates were established by classical geodetic methods
 LZ1933.and adjusted by the National Geodetic Survey in June 2002..
 LZ1933
 LZ1933.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1933
 LZ1933.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1933
 LZ1933.The geoid height was determined by GEOID03.
 LZ1933
 LZ1933;                    North         East     Units Scale Factor Converg.
 LZ1933;SPC PA N     -   121,357.651   685,466.218   MT  0.99996084   +0 40 28.8
 LZ1933;SPC PA N     -   398,154.23  2,248,900.42   sFT  0.99996084   +0 40 28.8
 LZ1933;UTM  18      - 4,568,499.686   355,048.604   MT  0.99985859   -1 08 27.9
 LZ1933
 LZ1933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1933!SPC PA N     -   0.99995356  x   0.99996084  =   0.99991440
 LZ1933!UTM  18      -   0.99995356  x   0.99985859  =   0.99981215
 LZ1933
 LZ1933|---------------------------------------------------------------------|
 LZ1933| PID    Reference Object                     Distance      Geod. Az  |
 LZ1933|                                                           dddmmss.s |
 LZ1933| CB3420 GIRTON RM 1                          16.035 METERS 09011     |
 LZ1933| CB3421 GIRTON RM 2                          11.703 METERS 21933     |
 LZ1933| LZ0328 GIRTON AZ MK                                       2581952.1 |
 LZ1933| LZ1957 MONTOURSVILLE SYLVANIA CO TANK      APPROX. 8.8 KM 2585253.5 |
 LZ1933|---------------------------------------------------------------------|
 LZ1933
 LZ1933                          SUPERSEDED SURVEY CONTROL
 LZ1933
 LZ1933  NAD 83(1986)-  41 15 17.71157(N)    076 43 48.63488(W) AD(       ) 2
 LZ1933  NAD 27      -  41 15 17.41993(N)    076 43 49.78848(W) AD(       ) 2
 LZ1933  NGVD 29 (07/19/86)  329.2    (m)         1080.     (f) VERT ANG       
 LZ1933
 LZ1933.Superseded values are not recommended for survey control.
 LZ1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1933.See file dsdata.txt to determine how the superseded data were derived.
 LZ1933
 LZ1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL5504968500(NAD 83)
 LZ1933_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1933
 LZ1933  HISTORY     - Date     Condition        Report By
 LZ1933  HISTORY     - 1969     MONUMENTED       CGS
 LZ1933
 LZ1933                          STATION DESCRIPTION
 LZ1933
 LZ1933'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LZ1933'THE STATION IS LOCATED ABOUT 4.5 MILES NORTHEAST OF MUNCY, 1 MILE
 LZ1933'NORTH OF HUGHESVILLE AND 0.5 MILE NORTH OF U.S.  HIGHWAY 220.
 LZ1933'IT IS ON THE HIGHEST POINT OF A PARTIALLY BARE HILL, 0.05 MILE EAST
 LZ1933'OF THE MUNCY TV CABLE COMPANY ANTENNA AND ON THE PROPERTY OF MRS.
 LZ1933'MARIE GIRTON.
 LZ1933'
 LZ1933'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 220 AND STATE
 LZ1933'HIGHWAY 405, IN HUGHESVILLE, GO WESTERLY ON U.S. HIGHWAY
 LZ1933'220 FOR 0.65 MILE TO A SIDE ROAD ON THE RIGHT, (TO REACH THE AZIMUTH
 LZ1933'MARK FROM THIS POINT, CONTINUE WEST ON U.S. HIGHWAY 220 FOR 1.45
 LZ1933'MILES TO A SIDE ROAD AND THE AZIMUTH MARK ON THE RIGHT), TURN RIGHT
 LZ1933'AND GO NORTH UP STEEP HILL FOR 0.65 MILE TO THE ANTENNA
 LZ1933'ON THE LEFT, TURN RIGHT AND GO EAST ON FIELD ROAD FOR 0.05 MILE TO
 LZ1933'THE HIGHEST POINT OF HILL AND THE STATION.
 LZ1933'
 LZ1933'THE STATION MARK IS 87 FEET WEST-NORTHWEST OF AN 8-INCH TRIANGULAR
 LZ1933'BLAZED PINE TREE AND 5.2 FEET NORTHWEST OF A METAL WITNESS POST.
 LZ1933'THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 LZ1933'PROJECTING 2 INCHES AND IS STAMPED GIRTON 1969.
 LZ1933'
 LZ1933'REFERENCE MARK NO. 1 IS 34 FEET WEST OF THE TRIANGULAR BLAZED PINE
 LZ1933'TREE AND 2 FEET SOUTH OF A 3-INCH MAPLE TREE.  THE MARK IS A
 LZ1933'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 3
 LZ1933'INCHES AND IS STAMPED GIRTON NO 1 1969.
 LZ1933'
 LZ1933'REFERENCE MARK NO. 2 IS 37.2 FEET SOUTHWEST OF THE METAL WITNESS POST
 LZ1933'AND 3 FEET EAST-SOUTHEAST OF A 4-INCH MAPLE TREE.  THE
 LZ1933'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 LZ1933'PROJECTING 3 INCHES AND IS STAMPED GIRTON NO 2 1969.
 LZ1933'
 LZ1933'THE AZIMUTH MARK IS 76 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 LZ1933'THE JUNCTION OF U.S. HIGHWAY 220 AND THE GRAVELED SIDE
 LZ1933'ROAD RIGHT, 7 FEET SOUTHWEST OF POWERLINE POLE NO. 4T6864 AND 2.2
 LZ1933'FEET SOUTHEAST OF A METAL WITNESS POST.  THE MARK IS A
 LZ1933'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 5
 LZ1933'INCHES AND IS STAMPED GIRTON 1969.
 LZ1933'
 LZ1933'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0328 ***********************************************************************
 LZ0328  DESIGNATION -  GIRTON AZ MK
 LZ0328  PID         -  LZ0328
 LZ0328  STATE/COUNTY-  PA/LYCOMING
 LZ0328  USGS QUAD   -  HUNTERSVILLE (1986)
 LZ0328
 LZ0328                         *CURRENT SURVEY CONTROL
 LZ0328  ___________________________________________________________________
 LZ0328* NAD 83(1986)-  41 15 01.     (N)    076 45 34.     (W)     SCALED    
 LZ0328* NAVD 88     -       206.215  (meters)     676.56   (feet)  ADJUSTED  
 LZ0328  ___________________________________________________________________
 LZ0328  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 LZ0328  DYNAMIC HT  -         206.128 (meters)     676.27  (feet)  COMP
 LZ0328  MODELED GRAV-     980,195.7   (mgal)                       NAVD 88
 LZ0328
 LZ0328  VERT ORDER  -  SECOND    CLASS 0
 LZ0328
 LZ0328.The horizontal coordinates were scaled from a topographic map and have
 LZ0328.an estimated accuracy of +/- 6 seconds.
 LZ0328
 LZ0328.The orthometric height was determined by differential leveling
 LZ0328.and adjusted by the National Geodetic Survey in June 1991..
 LZ0328
 LZ0328.The geoid height was determined by GEOID03.
 LZ0328
 LZ0328.The dynamic height is computed by dividing the NAVD 88
 LZ0328.geopotential number by the normal gravity value computed on the
 LZ0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0328.degrees latitude (g = 980.6199 gals.).
 LZ0328
 LZ0328.The modeled gravity was interpolated from observed gravity values.
 LZ0328
 LZ0328;                    North         East    Units  Estimated Accuracy
 LZ0328;SPC PA N     -   120,810.      683,020.      MT  (+/- 180 meters Scaled)
 LZ0328
 LZ0328                          SUPERSEDED SURVEY CONTROL
 LZ0328
 LZ0328  NGVD 29 (??/??/92)  206.423  (m)          677.24   (f) ADJ UNCH    2 0
 LZ0328
 LZ0328.Superseded values are not recommended for survey control.
 LZ0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0328.See file dsdata.txt to determine how the superseded data were derived.
 LZ0328
 LZ0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL525680(NAD 83)
 LZ0328_MARKER: DZ = AZIMUTH MARK DISK
 LZ0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0328_STAMPING: GIRTON 1969
 LZ0328_MARK LOGO: CGS   
 LZ0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0328+STABILITY: SURFACE MOTION
 LZ0328
 LZ0328  HISTORY     - Date     Condition        Report By
 LZ0328  HISTORY     - 1969     MONUMENTED       CGS
 LZ0328
 LZ0328                          STATION DESCRIPTION
 LZ0328
 LZ0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LZ0328'2 MI W FROM HUGHESVILLE.
 LZ0328'ABOUT 2.0 MILES WEST ALONG U.S. HIGHWAY 220 FROM ITS JUNCTION
 LZ0328'WITH STATE HIGHWAY 405 IN THE NORTH EDGE OF HUGHESVILLE, 76
 LZ0328'FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE JUNCTION OF
 LZ0328'HIGHWAY AND A GRAVELED SIDE ROAD RIGHT, 7 FEET SOUTHWEST OF A
 LZ0328'POWERLINE POLE, 2.2 FEET SOUTHEAST OF A METAL WITNESS SIGN, SET
 LZ0328'IN THE TOP OF A CONCRETE POST PROJECTING 5-INCHES AND IS ABOUT
 LZ0328'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3024 ***********************************************************************
 KY3024  DESIGNATION -  GLADE
 KY3024  PID         -  KY3024
 KY3024  STATE/COUNTY-  PA/BUTLER
 KY3024  USGS QUAD   -  ZELIENOPLE (1990)
 KY3024
 KY3024                         *CURRENT SURVEY CONTROL
 KY3024  ___________________________________________________________________
 KY3024* NAD 83(1992)-  40 46 15.59576(N)    080 07 53.02945(W)     ADJUSTED  
 KY3024* NAVD 88     -       318.     (meters)    1043.     (feet)  SCALED    
 KY3024  ___________________________________________________________________
 KY3024  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 KY3024  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KY3024
 KY3024  HORZ ORDER  -  SECOND
 KY3024
 KY3024.The horizontal coordinates were established by classical geodetic methods
 KY3024.and adjusted by the National Geodetic Survey in June 2002..
 KY3024
 KY3024.The orthometric height was scaled from a topographic map.
 KY3024
 KY3024.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3024
 KY3024.The geoid height was determined by GEOID03.
 KY3024
 KY3024;                    North         East     Units Scale Factor Converg.
 KY3024;SPC PA S     -   162,344.170   398,978.235   MT  0.99997509   -1 32 42.1
 KY3024;SPC PA S     -   532,624.16  1,308,981.09   sFT  0.99997509   -1 32 42.1
 KY3024;UTM  17      - 4,513,699.134   573,303.505   MT  0.99966614   +0 34 02.1
 KY3024
 KY3024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3024!SPC PA S     -   0.99995549  x   0.99997509  =   0.99993058
 KY3024!UTM  17      -   0.99995549  x   0.99966614  =   0.99962164
 KY3024
 KY3024:                Primary Azimuth Mark                     Grid Az
 KY3024:SPC PA S     -  ZELIEN                                   005 50 30.2
 KY3024:UTM  17      -  ZELIEN                                   003 43 46.0
 KY3024
 KY3024|---------------------------------------------------------------------|
 KY3024| PID    Reference Object                     Distance      Geod. Az  |
 KY3024|                                                           dddmmss.s |
 KY3024| KY0225 ZELIEN                              APPROX. 1.5 KM 0041748.1 |
 KY3024| CX4584 GLADE RM 1                            9.172 METERS 01929     |
 KY3024| CX4585 GLADE RM 2                            9.773 METERS 30956     |
 KY3024|---------------------------------------------------------------------|
 KY3024
 KY3024                          SUPERSEDED SURVEY CONTROL
 KY3024
 KY3024  NAD 83(1995)-  40 46 15.59659(N)    080 07 53.02737(W) AD(       ) 2
 KY3024  NAD 83(1986)-  40 46 15.60013(N)    080 07 53.03685(W) AD(       ) 2
 KY3024  NAD 27      -  40 46 15.36400(N)    080 07 53.82960(W) AD(       ) 2
 KY3024
 KY3024.Superseded values are not recommended for survey control.
 KY3024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3024.See file dsdata.txt to determine how the superseded data were derived.
 KY3024
 KY3024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF7330413699(NAD 83)
 KY3024_MARKER: DS = TRIANGULATION STATION DISK
 KY3024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3024+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2006
 KY3024
 KY3024  HISTORY     - Date     Condition        Report By
 KY3024  HISTORY     - 1959     MONUMENTED       CGS
 KY3024  HISTORY     - 20060104 GOOD             LDACE
 KY3024
 KY3024                          STATION DESCRIPTION
 KY3024
 KY3024'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 KY3024'THE STATION IS LOCATED IN OPEN PASTURE LAND AND LIES ABOUT 1.25
 KY3024'MILES SOUTH OF ZELIENOPLE, 43 FEET WEST OF THE WEST EDGE OF U.S.
 KY3024'HIGHWAY NUMBER 19, 31.5 FEET SOUTH OF A TRANSFORMER POLE AND
 KY3024'ABOUT 10 FEET HIGHER THAN U.S.  HIGHWAY NUMBER 19.
 KY3024'
 KY3024'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY NUMBER 19 AND STATE
 KY3024'HIGHWAY NUMBER 68, IN THE VILLAGE OF ZELIENOPLE, GO SOUTH ON U.S.
 KY3024'HIGHWAY NUMBER 19 FOR 1.6 MILES TO THE STATION ON THE RIGHT HAND
 KY3024'SIDE OF THE ROAD.
 KY3024'
 KY3024'THE STATION IS A STANDARD DISK, STAMPED GLADE 1959, SET IN THE
 KY3024'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.
 KY3024'
 KY3024'REFERENCE MARK NUMBER ONE IS A STANDARD DISK, STAMPED GLADE NO 1
 KY3024'1959, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 KY3024'INCHES.  IT IS LOCATED 32 FEET WEST OF THE WEST EDGE OF U.S.
 KY3024'HIGHWAY NUMBER 19, 1.5 FEET SOUTH OF A TRANSFORMER POLE AND ABOUT
 KY3024'2 FEET LOWER THAN THE STATION.
 KY3024'
 KY3024'REFERENCE MARK NUMBER TWO IS A STANDARD DISK, STAMPED GLADE NO 2
 KY3024'1959, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 KY3024'INCHES.  IT IS LOCATED 64 FEET WEST OF THE WEST EDGE OF U.S.
 KY3024'HIGHWAY NUMBER 19, 36.5 FEET WEST OF A TRANSFORMER POLE, 1 FOOT
 KY3024'SOUTH OF A BILLBOARD AND ABOUT 5 FEET HIGHER THAN THE STATION.
 KY3024'
 KY3024'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.  TRIANGULATION
 KY3024'STATION ZELIEN IS VISIBLE FROM THE GROUND AND WILL SERVE FOR AN
 KY3024'AZIMUTH.
 KY3024
 KY3024                          STATION RECOVERY (2006)
 KY3024
 KY3024'RECOVERY NOTE BY LOUISVILLE DISTRICT USE 2006 (GKS)
 KY3024'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3733 ***********************************************************************
 KV3733  DESIGNATION -  GLADWYNE PLAYFIELD FLAGPOLE
 KV3733  PID         -  KV3733
 KV3733  STATE/COUNTY-  PA/MONTGOMERY
 KV3733  USGS QUAD   -  NORRISTOWN (1992)
 KV3733
 KV3733                         *CURRENT SURVEY CONTROL
 KV3733  ___________________________________________________________________
 KV3733* NAD 83(1992)-  40 02 08.38516(N)    075 16 53.94262(W)     ADJUSTED  
 KV3733* NAVD 88     -                                                        
 KV3733  ___________________________________________________________________
 KV3733  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 KV3733  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KV3733
 KV3733  HORZ ORDER  -  THIRD
 KV3733
 KV3733.The horizontal coordinates were established by classical geodetic methods
 KV3733.and adjusted by the National Geodetic Survey in June 2002..
 KV3733
 KV3733
 KV3733.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3733
 KV3733.The geoid height was determined by GEOID03.
 KV3733
 KV3733;                    North         East     Units Scale Factor Converg.
 KV3733;SPC PA S     -    80,926.822   810,641.702   MT  0.99998558   +1 36 05.2
 KV3733;SPC PA S     -   265,507.42  2,659,580.32   sFT  0.99998558   +1 36 05.2
 KV3733;UTM  18      - 4,431,753.416   475,970.873   MT  0.99960711   -0 10 52.2
 KV3733
 KV3733                          SUPERSEDED SURVEY CONTROL
 KV3733
 KV3733  NAD 83(1996)-  40 02 08.38541(N)    075 16 53.94260(W) AD(       ) 4
 KV3733  NAD 83(1991)-  40 02 08.38339(N)    075 16 53.94499(W) AD(       ) 4
 KV3733  NAD 83(1986)-  40 02 08.37992(N)    075 16 53.95136(W) AD(       ) 4
 KV3733  NAD 27      -  40 02 07.97400(N)    075 16 55.29800(W) AD(       ) 3
 KV3733
 KV3733.Superseded values are not recommended for survey control.
 KV3733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3733.See file dsdata.txt to determine how the superseded data were derived.
 KV3733
 KV3733_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7597131753(NAD 83)
 KV3733_MARKER: 62 = FLAGPOLE
 KV3733
 KV3733  HISTORY     - Date     Condition        Report By
 KV3733  HISTORY     - 1937     FIRST OBSERVED   CGS
 KV3733  HISTORY     - 19951104 GOOD             USPSQD
 KV3733
 KV3733                          STATION DESCRIPTION
 KV3733
 KV3733'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (CIA)
 KV3733'STATION IS THE CENTER OF THE FLAGPOLE, ON THE GLADWYNE PLAYFIELD, SE
 KV3733'OF YOUNGS FORD ROAD, BETWEEN RIGHTERS MILL AND MERION SQUARE
 KV3733'ROADS.  IT SHOULD NOT BE CONFUSED WITH ANOTHER FLAGPOLE, A SHORTER
 KV3733'ONE, ON THE OPPOSITE SIDE OF THE ROAD ON GLADWYNE SCHOOL
 KV3733'GROUNDS, ABOUT 200 FEET NW.
 KV3733
 KV3733                          STATION RECOVERY (1995)
 KV3733
 KV3733'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2189 ***********************************************************************
 KX2189  DESIGNATION -  GLASGOW LOOKOUT TOWER
 KX2189  PID         -  KX2189
 KX2189  STATE/COUNTY-  PA/CAMBRIA
 KX2189  USGS QUAD   -  TIPTON (1988)
 KX2189
 KX2189                         *CURRENT SURVEY CONTROL
 KX2189  ___________________________________________________________________
 KX2189* NAD 83(1992)-  40 42 16.36121(N)    078 22 05.69039(W)     ADJUSTED  
 KX2189* NAVD 88     -                                                        
 KX2189  ___________________________________________________________________
 KX2189  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 KX2189  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KX2189
 KX2189  HORZ ORDER  -  THIRD
 KX2189
 KX2189.The horizontal coordinates were established by classical geodetic methods
 KX2189.and adjusted by the National Geodetic Survey in June 2002..
 KX2189
 KX2189
 KX2189.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2189
 KX2189.The geoid height was determined by GEOID03.
 KX2189
 KX2189;                    North         East     Units Scale Factor Converg.
 KX2189;SPC PA S     -   152,437.079   547,754.096   MT  0.99996929   -0 24 04.0
 KX2189;SPC PA S     -   500,120.65  1,797,089.90   sFT  0.99996929   -0 24 04.0
 KX2189;SPC PA N     -    59,920.425   547,750.749   MT  1.00003366   -0 24 32.4
 KX2189;SPC PA N     -   196,588.93  1,797,078.92   sFT  1.00003366   -0 24 32.4
 KX2189;UTM  17      - 4,509,290.861   722,331.662   MT  1.00020847   +1 43 01.3
 KX2189
 KX2189                          SUPERSEDED SURVEY CONTROL
 KX2189
 KX2189  NAD 83(1986)-  40 42 16.36592(N)    078 22 05.69783(W) AD(       ) 4
 KX2189  NAD 27      -  40 42 16.15200(N)    078 22 06.63800(W) AD(       ) 3
 KX2189
 KX2189.Superseded values are not recommended for survey control.
 KX2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2189.See file dsdata.txt to determine how the superseded data were derived.
 KX2189
 KX2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF2233209291(NAD 83)
 KX2189_MARKER: 57 = LOOKOUT TOWER
 KX2189
 KX2189  HISTORY     - Date     Condition        Report By
 KX2189  HISTORY     - 1941     FIRST OBSERVED   CGS
 KX2189  HISTORY     - 1958     GOOD             CGS
 KX2189
 KX2189                          STATION DESCRIPTION
 KX2189
 KX2189'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2189'THIS INTERSECTION STATION IS ABOUT 2.75 MILES NE OF BLANDBURG, ON THE
 KX2189'TOP OF A FLAT BRUSH AND TIMER-COVERED MOUNTAIN OF THE ALLEGHENY
 KX2189'RANGE LOCALLY KNOWN AS LOST MOUNTAIN.  IT IS A FOUR-LEGGED STEEL
 KX2189'STRUCTURE ABOUT 90 FEET HIGH WITH A GLASS-ENCLOSED CAB ON THE
 KX2189'TOP.  IT IS PAINTED IN ALTERNATE STRIPES OF RED AND GRAY WITH THE
 KX2189'NUMERALS 108 PAINTED ON ALL FOUR SIDES OF THE CAB.  THE APEX OF THE
 KX2189'ROOF IS THE POINT OBSERVED ON.
 KX2189'
 KX2189'A TRAVERSE CONNECTION WAS MADE FROM STATION LOST MOUNTAIN TO THE
 KX2189'CENTER OF THE BASE OF THE LOOKOUT TOWER.  DISTANCE 11.920 METERS
 KX2189'(39.11 FEET).
 KX2189
 KX2189                          STATION RECOVERY (1958)
 KX2189
 KX2189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 KX2189'INTERSECTION STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE
 KX2189'AND CORRECT EXCEPT FOR THE FOLLOWING.  STATION IS NOW KNOWN AS
 KX2189'LOST MOUNTAIN LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2347 ***********************************************************************
 KX2347  DESIGNATION -  GLEN
 KX2347  PID         -  KX2347
 KX2347  STATE/COUNTY-  PA/INDIANA
 KX2347  USGS QUAD   -  BURNSIDE (1994)
 KX2347
 KX2347                         *CURRENT SURVEY CONTROL
 KX2347  ___________________________________________________________________
 KX2347* NAD 83(1992)-  40 50 41.25452(N)    078 50 55.06638(W)     ADJUSTED  
 KX2347* NAVD 88     -       605.2    (meters)    1986.     (feet)  VERTCON   
 KX2347  ___________________________________________________________________
 KX2347  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 KX2347  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KX2347
 KX2347  HORZ ORDER  -  SECOND
 KX2347
 KX2347.The horizontal coordinates were established by classical geodetic methods
 KX2347.and adjusted by the National Geodetic Survey in June 2002..
 KX2347
 KX2347.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2347
 KX2347.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2347
 KX2347.The geoid height was determined by GEOID03.
 KX2347
 KX2347;                    North         East     Units Scale Factor Converg.
 KX2347;SPC PA S     -   168,404.597   507,354.066   MT  0.99998311   -0 42 46.0
 KX2347;SPC PA S     -   552,507.42  1,664,544.13   sFT  0.99998311   -0 42 46.0
 KX2347;SPC PA N     -    75,896.356   507,351.999   MT  1.00000644   -0 43 36.4
 KX2347;SPC PA N     -   249,003.29  1,664,537.35   sFT  1.00000644   -0 43 36.4
 KX2347;UTM  17      - 4,523,755.290   681,363.558   MT  1.00000487   +1 24 26.7
 KX2347
 KX2347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2347!SPC PA S     -   0.99991018  x   0.99998311  =   0.99989330
 KX2347!SPC PA N     -   0.99991018  x   1.00000644  =   0.99991662
 KX2347!UTM  17      -   0.99991018  x   1.00000487  =   0.99991505
 KX2347
 KX2347|---------------------------------------------------------------------|
 KX2347| PID    Reference Object                     Distance      Geod. Az  |
 KX2347|                                                           dddmmss.s |
 KX2347| CJ9873 GLEN RM 1                            14.401 METERS 01735     |
 KX2347| CJ9872 GLEN AZ MK                                         1541615.3 |
 KX2347| CJ9874 GLEN RM 2                            28.100 METERS 29228     |
 KX2347| KX2346 GLENN CAMPBELL FIRE TOWER 1967       28.098 METERS 29228     |
 KX2347|---------------------------------------------------------------------|
 KX2347
 KX2347                          SUPERSEDED SURVEY CONTROL
 KX2347
 KX2347  NAD 83(1986)-  40 50 41.25921(N)    078 50 55.07420(W) AD(       ) 2
 KX2347  NAD 27      -  40 50 41.03337(N)    078 50 55.95661(W) AD(       ) 2
 KX2347  NGVD 29 (07/19/86)  605.3    (m)         1986.     (f) VERT ANG       
 KX2347
 KX2347.Superseded values are not recommended for survey control.
 KX2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2347.See file dsdata.txt to determine how the superseded data were derived.
 KX2347
 KX2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF8136423755(NAD 83)
 KX2347_MARKER: DS = TRIANGULATION STATION DISK
 KX2347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2347_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KX2347
 KX2347  HISTORY     - Date     Condition        Report By
 KX2347  HISTORY     - 1967     MONUMENTED       CGS
 KX2347  HISTORY     - 1973     GOOD             PADT
 KX2347
 KX2347                          STATION DESCRIPTION
 KX2347
 KX2347'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2347'THE STATION IS LOCATED ABOUT 5 AIRLINE MILES WEST-SOUTHWEST OF MCGEES
 KX2347'MILLS, ABOUT 2 AIRLINE MILES NORTH-NORTHWEST OF GLENN CAMPBELL AND
 KX2347'ABOUT 1-1/2 AIRLINE MILES EAST-NORTHEAST OF SMITHPORT.  IT IS ON A
 KX2347'HIGH TIMBERED HILL, JUST EAST OF THE GLENN CAMPBELL FIRE TOWER AND
 KX2347'THE PROPERTY IS OWNED BY THE STATE OF PENNA.
 KX2347'
 KX2347'TO REACH THE STATION FROM THE POST OFFICE IN BURNSIDE, GO NORTHERLY
 KX2347'ON U.S. HIGHWAY 219 FOR 3.5 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 KX2347'AND GO WESTERLY ON A PAVED ROAD FOR 4.15 MILES TO A T-INTERSECTION.
 KX2347'TURN RIGHT AND GO NORTHWEST AND WEST ON A PAVED ROAD FOR 0.8 MILE
 KX2347'TO A SIDE ROAD RIGHT.  TURN SHARP RIGHT AND GO SOUTHEAST ON A TRACK
 KX2347'ROAD FOR 0.1 MILE TO THE FIRE TOWER AND THE STATION JUST EAST OF THE
 KX2347'FIRE TOWER.
 KX2347'
 KX2347'THE STATION MARK IS 84 FEET SOUTHEAST OF THE EAST LEG OF THE FIRE
 KX2347'TOWER AND 3.5 FEET NORTH OF A WITNESS POST.  THE MARK IS A STANDARD
 KX2347'DISK SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH
 KX2347'PROJECTS 4-INCHES AND IT IS STAMPED GLEN 1967.
 KX2347'
 KX2347'REFERENCE MARK NO. 1 IS 90 FEET EAST OF THE EAST LEG OF THE FIRE
 KX2347'TOWER AND 50.2 FEET NORTH-NORTHEAST OF THE WITNESS POST.  THE
 KX2347'MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH ROUND CONCRETE
 KX2347'MONUMENT WHICH PROJECTS 6-INCHES AND IT IS STAMPED GLEN NO 1 1967.
 KX2347'
 KX2347'REFERENCE MARK NO. 2 IS 10.0 FEET WEST OF THE EAST LEG OF THE FIRE
 KX2347'TOWER AND 94.0 FEET WEST-NORTHWEST OF THE WITNESS POST.  THE MARK
 KX2347'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH ROUND CONCRETE
 KX2347'MONUMENT WHICH PROJECTS 2 INCHES.  IT IS IN THE EXACT CENTER OF THE
 KX2347'FIRE TOWER AND IT IS STAMPED GLEN NO 2 1967.
 KX2347'
 KX2347'THE AZIMUTH MARK IS 15.5 FEET SOUTHWEST OF THE CENTER LINE OF STATE
 KX2347'HIGHWAY 336, 10.0 FEET WEST OF SIGN 1-1/2 MILE HILL AND 2.8 FEET
 KX2347'SOUTHEAST OF A WITNESS POST.  THE MARK IS A STANDARD DISK SET IN THE
 KX2347'TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 KX2347'6-INCHES AND IT IS STAMPED GLEN 1967.
 KX2347'
 KX2347'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON THE TRACK
 KX2347'ROAD FOR 0.1 MILE TO THE PAVED ROAD.  TURN RIGHT AND GO WESTERLY ON
 KX2347'A PAVED ROAD FOR 0.1 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON
 KX2347'A PAVED ROAD FOR 0.45 MILE TO STATE HIGHWAY 336.  TURN LEFT AND GO
 KX2347'EAST ON STATE HIGHWAY 336 FOR 0.7 MILE TO THE MARK ON THE RIGHT JUST
 KX2347'BEFORE REACHING THE SIGN 1-1/2 MILE HILL.
 KX2347
 KX2347                          STATION RECOVERY (1973)
 KX2347
 KX2347'RECOVERY NOTE BY PA DEPT OF TRANSP 1973
 KX2347'GLEN (1967) GOOD
 KX2347'AZI (1967) GOOD
 KX2347'GLEN NO 1 1967 TORN OUT (LAYING ON TOP
 KX2347'OF GROUND 6 FIRE TOWER),
 KX2347'GLEN NO 2 (1967) GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2978 ***********************************************************************
 KW2978  DESIGNATION -  GLEN
 KW2978  PID         -  KW2978
 KW2978  STATE/COUNTY-  PA/LUZERNE
 KW2978  USGS QUAD   -  NUREMBERG (1984)
 KW2978
 KW2978                         *CURRENT SURVEY CONTROL
 KW2978  ___________________________________________________________________
 KW2978* NAD 83(1992)-  40 57 03.11153(N)    076 12 28.03978(W)     ADJUSTED  
 KW2978* NAVD 88     -       596.     (meters)    1955.     (feet)  SCALED    
 KW2978  ___________________________________________________________________
 KW2978  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 KW2978  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KW2978
 KW2978  HORZ ORDER  -  FIRST
 KW2978
 KW2978.The horizontal coordinates were established by classical geodetic methods
 KW2978.and adjusted by the National Geodetic Survey in June 2002..
 KW2978
 KW2978.The orthometric height was scaled from a topographic map.
 KW2978
 KW2978.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2978
 KW2978.The geoid height was determined by GEOID03.
 KW2978
 KW2978;                    North         East     Units Scale Factor Converg.
 KW2978;SPC PA N     -    88,244.190   729,842.346   MT  0.99998979   +1 01 12.8
 KW2978;SPC PA N     -   289,514.48  2,394,491.10   sFT  0.99998979   +1 01 12.8
 KW2978;SPC PA S     -   180,741.409   729,843.617   MT  0.99999755   +1 00 02.1
 KW2978;SPC PA S     -   592,982.44  2,394,495.27   sFT  0.99999755   +1 00 02.1
 KW2978;UTM  18      - 4,534,004.836   398,346.637   MT  0.99972718   -0 47 30.0
 KW2978
 KW2978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2978!SPC PA N     -   0.99991167  x   0.99998979  =   0.99990146
 KW2978!SPC PA S     -   0.99991167  x   0.99999755  =   0.99990922
 KW2978!UTM  18      -   0.99991167  x   0.99972718  =   0.99963888
 KW2978
 KW2978|---------------------------------------------------------------------|
 KW2978| PID    Reference Object                     Distance      Geod. Az  |
 KW2978|                                                           dddmmss.s |
 KW2978| CB3423 GLEN RM 2                            15.600 METERS 11206     |
 KW2978| KW2993 NEWLIN                              APPROX.12.6 KM 2590618.7 |
 KW2978| CB3422 GLEN RM 1                            36.400 METERS 33042     |
 KW2978|---------------------------------------------------------------------|
 KW2978
 KW2978                          SUPERSEDED SURVEY CONTROL
 KW2978
 KW2978  NAD 83(1986)-  40 57 03.11273(N)    076 12 28.03930(W) AD(       ) 1
 KW2978  NAD 27      -  40 57 02.80900(N)    076 12 29.28300(W) AD(       ) 1
 KW2978
 KW2978.Superseded values are not recommended for survey control.
 KW2978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2978.See file dsdata.txt to determine how the superseded data were derived.
 KW2978
 KW2978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL9834734005(NAD 83)
 KW2978_MARKER: Z = SEE DESCRIPTION
 KW2978_SETTING: 66 = SET IN ROCK OUTCROP
 KW2978_SP_SET: PARTIALLY EXPOSED BEDROCK
 KW2978
 KW2978  HISTORY     - Date     Condition        Report By
 KW2978  HISTORY     - 1934     MONUMENTED       CGS
 KW2978
 KW2978                          STATION DESCRIPTION
 KW2978
 KW2978'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 KW2978'STATION IS LOCATED ON THE SUMMIT OF THE HIGHEST PEAK OF BUCK
 KW2978'MOUNTAIN.  THE PEAK IS CLEARLY DEFINED AND IS ABOUT 300 METERS
 KW2978'(984 FEET) W OF THE CUT OVER TIMBER.  THE STATION SITE IS ROUGH AND
 KW2978'ROCKY AND SURROUNDED BY OAK TREES FROM 6 INCHES TO 10 INCHES IN
 KW2978'DIAMETER.
 KW2978'
 KW2978'STATION MARK IS SET IN BEDROCK, FLUSH WITH THE GROUND.
 KW2978'
 KW2978'NO UNDERGROUND MARK WAS SET.
 KW2978'
 KW2978'REFERENCE MARK NO. 1 IS 36.40 METERS WNW OF STATION, A STANDARD
 KW2978'BRONZE DISK SET IN THE TOP OF A 2-BY 4-FOOT BOULDER.  IT PROJECTS
 KW2978'18 INCHES.
 KW2978'
 KW2978'REFERENCE MARK NO. 2 IS 15.60 METERS E OF THE STATION, SET IN
 KW2978'BEDROCK, 2 METERS (7 FEET) N OF A STEEP ROCK SLOPE AND 4 METERS (13
 KW2978'FEET) NE OF A 10-INCH OAK.  IT IS SET FLUSH WITH THE GROUND.
 KW2978'
 KW2978'THERE IS NO SUITABLE LOCATION FOR AN AZIMUTH MARK AND NO SUITABLE
 KW2978'OBJECT WAS AVAILABLE.
 KW2978'
 KW2978'TO REACH STATION FROM BERWICK, FOLLOW STATE HIGHWAY 93 EASTWARD 9
 KW2978'MILES TO SYBERTSVILLE.  HERE TURN RIGHT ON THE MOUNTAIN GROVE
 KW2978'ROAD (MACADAM) 5.1 MILES TO A T-ROAD LEFT (MACADAM).  TURN LEFT ON
 KW2978'T-ROAD AND GO 1.2 MILES TO A GROUP OF 3 RED FRAME HOUSES AND 2 RED
 KW2978'BRICK HOUSES ON THE E SIDE OF THE ROAD.  THERE IS A WOODS ROAD
 KW2978'LEADING W DIRECTLY ACROSS FROM THE FRAME HOUSES.  THIS ROAD MAY OR
 KW2978'MAY NOT BE PASSABLE TO A TRUCK.  FOLLOW WOODS ROAD W 1.3 MILES TO A
 KW2978'3-WAY FORK. TAKE EXTREME LEFT FORK AND GO 0.3 MILE TO A LEVEL STRETCH
 KW2978'FROM WHICH THE PEAK OF BUCK MOUNTAIN IS VISIBLE TO THE
 KW2978'SOUTHWARD.  CONTINUE STRAIGHT AHEAD 0.5 MILE.  HERE LEAVE TRUCK AND
 KW2978'ROAD AND GO SE 1,000 YARDS TO TOP OF PEAK AND STATION.
 KW2978'
 KW2978'A 20-FOOT TOWER WAS USED AND CLEARED ALL LINES.
 KW2978'
 KW2978'NO PROMINENT OBJECTS VISIBLE FROM GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1931 ***********************************************************************
 LZ1931  DESIGNATION -  GLEN
 LZ1931  PID         -  LZ1931
 LZ1931  STATE/COUNTY-  PA/SULLIVAN
 LZ1931  USGS QUAD   -  SONESTOWN (1981)
 LZ1931
 LZ1931                         *CURRENT SURVEY CONTROL
 LZ1931  ___________________________________________________________________
 LZ1931* NAD 83(1992)-  41 20 17.93754(N)    076 36 32.79610(W)     ADJUSTED  
 LZ1931* NAVD 88     -       393.5    (meters)    1291.     (feet)  VERTCON   
 LZ1931  ___________________________________________________________________
 LZ1931  LAPLACE CORR-           5.79  (seconds)                    DEFLEC99
 LZ1931  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 LZ1931
 LZ1931  HORZ ORDER  -  SECOND
 LZ1931
 LZ1931.The horizontal coordinates were established by classical geodetic methods
 LZ1931.and adjusted by the National Geodetic Survey in June 2002..
 LZ1931
 LZ1931.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1931
 LZ1931.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1931
 LZ1931.The geoid height was determined by GEOID03.
 LZ1931
 LZ1931;                    North         East     Units Scale Factor Converg.
 LZ1931;SPC PA N     -   130,744.900   695,489.700   MT  0.99995779   +0 45 17.1
 LZ1931;SPC PA N     -   428,952.23  2,281,785.79   sFT  0.99995779   +0 45 17.1
 LZ1931;UTM  18      - 4,577,563.366   365,363.430   MT  0.99982309   -1 03 46.7
 LZ1931
 LZ1931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1931!SPC PA N     -   0.99994337  x   0.99995779  =   0.99990116
 LZ1931!UTM  18      -   0.99994337  x   0.99982309  =   0.99976647
 LZ1931
 LZ1931:                Primary Azimuth Mark                     Grid Az
 LZ1931:SPC PA N     -  GLEN AZ MK                               061 04 11.7
 LZ1931:UTM  18      -  GLEN AZ MK                               062 53 15.5
 LZ1931
 LZ1931|---------------------------------------------------------------------|
 LZ1931| PID    Reference Object                     Distance      Geod. Az  |
 LZ1931|                                                           dddmmss.s |
 LZ1931| CB3424 GLEN AZ MK                                         0614928.8 |
 LZ1931| LZ1927 NORTH MOUNTAIN FIRE TOWER 2         APPROX. 5.0 KM 1144407.9 |
 LZ1931| CB3425 GLEN RM 1                            10.856 METERS 11843     |
 LZ1931| CB3426 GLEN RM 2                            25.574 METERS 18229     |
 LZ1931|---------------------------------------------------------------------|
 LZ1931
 LZ1931                          SUPERSEDED SURVEY CONTROL
 LZ1931
 LZ1931  NAD 83(1986)-  41 20 17.93541(N)    076 36 32.79367(W) AD(       ) 2
 LZ1931  NAD 27      -  41 20 17.65352(N)    076 36 33.96488(W) AD(       ) 2
 LZ1931  NGVD 29 (07/19/86)  393.7    (m)         1292.     (f) VERT ANG       
 LZ1931
 LZ1931.Superseded values are not recommended for survey control.
 LZ1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1931.See file dsdata.txt to determine how the superseded data were derived.
 LZ1931
 LZ1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL6536377563(NAD 83)
 LZ1931_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1931
 LZ1931  HISTORY     - Date     Condition        Report By
 LZ1931  HISTORY     - 1969     MONUMENTED       CGS
 LZ1931
 LZ1931                          STATION DESCRIPTION
 LZ1931
 LZ1931'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LZ1931'THE STATION IS LOCATED ABOUT 6.5 MILES NORTHEAST OF PICTURE ROCKS, 3
 LZ1931'MILES SOUTHWEST OF SONESTOWN AND 1 MILE WEST OF BEECH GLEN.  IT
 LZ1931'IS ON THE HIGHEST POINT OF A CLEARED HILL AND IS ON THE PROPERTY OF
 LZ1931'MR. CHUCK LANGEWELL.
 LZ1931'
 LZ1931'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 220 AND STATE
 LZ1931'HIGHWAY 864, IN PICTURE ROCKS, GO NORTHEAST ON U.S.
 LZ1931'HIGHWAY 220 FOR 4.8 MILES TO THE SMALL SETTLEMENT OF GLEN MAWR,
 LZ1931'CONTINUE AHEAD ON U.S. HIGHWAY 220 FOR 2.5 MILES TO A SIDE
 LZ1931'ROAD LEFT, TURN LEFT AND GO NORTH ON THE PAVED ROAD FOR 1.15 MILES TO
 LZ1931'A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTHEAST ON THE GRAVELED
 LZ1931'ROAD FOR 0.6 MILE TO A LARGE WHITE HOUSE ON THE RIGHT, CONTINUE
 LZ1931'NORTHEAST ON THE GRAVELED ROAD FOR 0.15 MILE TO THE STATION ON
 LZ1931'THE LEFT.  TO REACH THE AZIMUTH MARK FROM THIS POINT,
 LZ1931'CONTINUE NORTHEAST ON THE GRAVELED ROAD FOR 0.15 MILE TO THE MARK ON
 LZ1931'THE RIGHT.
 LZ1931'
 LZ1931'THE STATION MARK IS 315 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 LZ1931'GRAVELED ROAD, 60 FEET SOUTHEAST OF A 12 INCH TRIANGULAR
 LZ1931'BLAZED TREE AND 3.9 FEET NORTHEAST OF A METAL WITNESS POST.  THE MARK
 LZ1931'IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A SQUARE
 LZ1931'CONCRETE POST SET FLUSH WITH THE GROUND AND IS STAMPED GLEN 1969.
 LZ1931'
 LZ1931'REFERENCE MARK NO. 1 IS 95 FEET SOUTH-SOUTHEAST OF THE 12 INCH
 LZ1931'TRIANGULAR BLAZED TREE AND 37.9 FEET SOUTHEAST OF THE
 LZ1931'METAL WITNESS POST.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILL
 LZ1931'HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND AND IS
 LZ1931'STAMPED GLEN NO 1 1969.
 LZ1931'
 LZ1931'REFERENCE MARK NO. 2 IS 131 FEET SOUTH OF THE 12 INCH TRIANGULAR
 LZ1931'BLAZED TREE AND 81.8 FEET SOUTH-SOUTHWEST OF THE METAL WITNESS POST.
 LZ1931'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 LZ1931'BEDROCK FLUSH WITH THE GROUND AND IS STAMPED GLEN NO 2 1969.
 LZ1931'
 LZ1931'THE AZIMUTH MARK IS 90 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 LZ1931'GRAVELED ROAD, 32 FEET NORTHWEST OF A WIRE FENCE AND
 LZ1931'1.7 FEET WEST OF A METAL WITNESS POST.  THE MARK IS A STANDARD DISK
 LZ1931'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH
 LZ1931'THE GROUND AND IS STAMPED GLEN 1969.
 LZ1931'
 LZ1931'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3748 ***********************************************************************
 KV3748  DESIGNATION -  GLENDALE
 KV3748  PID         -  KV3748
 KV3748  STATE/COUNTY-  PA/DELAWARE
 KV3748  USGS QUAD   -  NORRISTOWN (1992)
 KV3748
 KV3748                         *CURRENT SURVEY CONTROL
 KV3748  ___________________________________________________________________
 KV3748* NAD 83(1992)-  40 02 49.79063(N)    075 20 42.50369(W)     ADJUSTED  
 KV3748* NAVD 88     -       141.2    (meters)     463.     (feet)  VERTCON   
 KV3748  ___________________________________________________________________
 KV3748  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 KV3748  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KV3748
 KV3748  HORZ ORDER  -  THIRD
 KV3748
 KV3748.The horizontal coordinates were established by classical geodetic methods
 KV3748.and adjusted by the National Geodetic Survey in June 2002..
 KV3748
 KV3748.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV3748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV3748
 KV3748.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3748
 KV3748.The geoid height was determined by GEOID03.
 KV3748
 KV3748;                    North         East     Units Scale Factor Converg.
 KV3748;SPC PA S     -    82,053.917   805,190.306   MT  0.99998415   +1 33 36.9
 KV3748;SPC PA S     -   269,205.23  2,641,695.20   sFT  0.99998415   +1 33 36.9
 KV3748;UTM  18      - 4,433,049.044   470,559.209   MT  0.99961067   -0 13 19.5
 KV3748
 KV3748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3748!SPC PA S     -   0.99998308  x   0.99998415  =   0.99996723
 KV3748!UTM  18      -   0.99998308  x   0.99961067  =   0.99959375
 KV3748
 KV3748:                Primary Azimuth Mark                     Grid Az
 KV3748:SPC PA S     -  CONSHOHOCKEN                             044 50 37.0
 KV3748:UTM  18      -  CONSHOHOCKEN                             046 37 33.4
 KV3748
 KV3748|---------------------------------------------------------------------|
 KV3748| PID    Reference Object                     Distance      Geod. Az  |
 KV3748|                                                           dddmmss.s |
 KV3748| KV3725 CONSHOHOCKEN                        APPROX. 5.8 KM 0462413.9 |
 KV3748|---------------------------------------------------------------------|
 KV3748
 KV3748                          SUPERSEDED SURVEY CONTROL
 KV3748
 KV3748  NAD 83(1996)-  40 02 49.78999(N)    075 20 42.50277(W) AD(       ) 3
 KV3748  NAD 83(1991)-  40 02 49.78757(N)    075 20 42.50596(W) AD(       ) 3
 KV3748  NAD 83(1986)-  40 02 49.78327(N)    075 20 42.50796(W) AD(       ) 3
 KV3748  NAD 27      -  40 02 49.36870(N)    075 20 43.84010(W) AD(       ) 3
 KV3748  NGVD 29 (07/19/86)  141.5    (m)          464.     (f) VERT ANG       
 KV3748
 KV3748.Superseded values are not recommended for survey control.
 KV3748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3748.See file dsdata.txt to determine how the superseded data were derived.
 KV3748
 KV3748_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7055933049(NAD 83)
 KV3748_MARKER: DS = TRIANGULATION STATION DISK
 KV3748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3748
 KV3748  HISTORY     - Date     Condition        Report By
 KV3748  HISTORY     - 1961     MONUMENTED       CGS
 KV3748  HISTORY     - 1983     GOOD             PADT
 KV3748
 KV3748                          STATION DESCRIPTION
 KV3748
 KV3748'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 KV3748'THE STATION IS LOCATED NEAR THE DELAWARE-MONTGOMERY COUNTY LINE, ON
 KV3748'THE HIGHEST POINT OF A TALL TIMBER COVERED HILL, ON
 KV3748'PROPERTY OWNED BY MR. L.C. STEPHENSON WHOM LIVES AT THE END OF THE
 KV3748'ROAD SOUTHWEST OF THE STATION.  IT IS ABOUT 2.5 MILES EAST
 KV3748'OF WAYNE, 2.5 MILES SOUTHWEST OF CONSHOHOCKEN, 2.5 MILES NORTHEAST OF
 KV3748'BRYN MAWR AND ABOUT 1.0 MILE NORTH-NORTHWEST OF THE VILLANOVA
 KV3748'COLLEGE.
 KV3748'
 KV3748'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 KV3748'HIGHWAY 352 JUST NORTH OF THE POST OFFICE IN WAYNE, GO EAST
 KV3748'ON U.S. HIGHWAY 30 FOR 2.1 MILES TO THE JUNCTION OF U.S. HIGHWAY 30
 KV3748'AND STATE HIGHWAY 320.  TURN LEFT AND GO NORTHEAST ON
 KV3748'STATE HIGHWAY 320 FOR 0.6 MILE TO A CROSSROAD, (COUNTY LINE ROAD).
 KV3748'TURN LEFT AND GO NORTHWEST ON COUNTY LINE ROAD FOR 0.57 MILE
 KV3748'TO A PRIVATE DRIVEWAY ON THE LEFT WITH CONCRETE PILLARS ON EACH
 KV3748'SIE OF THE DRIVEWAY, A STANDARD METAL WITNESS POST AND THE
 KV3748'STATION IN THE NORTHWEST ANGLE OF THE INTERSECTION OF THE
 KV3748'DRIVEWAY AND COUNTY LINE ROAD.
 KV3748'
 KV3748'THE STATION MARK, A STANDARD DISK STAMPED GLENDALE 1961, IS SET IN
 KV3748'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 KV3748'PROJECTS ABOUT 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 79.0
 KV3748'FEET WEST-NORTHWEST OF THE CENTER OF THE INTERSECTION OF
 KV3748'THE DRIVEWAY AND COUNTY LINE ROAD, 63.8 FEET SOUTHWEST OF THE
 KV3748'CENTERLINE OF COUNTY LINE ROAD, 52.0 FEET NORTH-NORTHWEST OF THE
 KV3748'CENTERLINE OF THE DRIVEWAY AND 4.4 FEET SOUTHEAST OF A STANDARD METAL
 KV3748'WITNESS POST AND MARKER.
 KV3748'
 KV3748'REFERENCE MARK 1, A STANDARD DISK STAMPED GLENDALE NO 1 1961, IS SET
 KV3748'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 KV3748'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 95.9 FEET
 KV3748'NORTH-NORTHWEST OF THE STANDARD METAL WITNESS POST AND
 KV3748'MARKER, 40.2 FEET SOUTH OF THE INTERSECTION OF THE DRIVEWAY AND
 KV3748'COUNTY LINE ROAD, 31.9 FEET WEST-SOUTHWEST OF THE
 KV3748'CENTERLINE OF COUNTY LINE ROAD AND IS ABOUT THE SAME ELEVATION AS THE
 KV3748'STATION.
 KV3748'
 KV3748'REFERENCE MARK 2, A STANDARD DISK STAMPED GLENDALE NO 2 1961, IS SET
 KV3748'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 KV3748'PROJECTING ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 KV3748'92.0 FEET EAST OF THE STANDARD METAL WITNESS POST AND
 KV3748'MARKER, 72.6 FEET NORTHWEST OF THE CENTERLINE OF THE DRIVEWAY, 30.2
 KV3748'FEET EAST OF A 10-INCH SYCAMORE TREE, 14.0 FEET WEST OF
 KV3748'A 10-INCH SYCAMORE TREE AND IS ABOUT 8 INCHES HIGHER THAN THE
 KV3748'STATION.
 KV3748'
 KV3748'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 KV3748'
 KV3748'HEIGHT OF LIGHT ABOVE STATION MARK 35.0 METERS.
 KV3748
 KV3748                          STATION RECOVERY (1983)
 KV3748
 KV3748'RECOVERY NOTE BY PA DEPT OF TRANSP 1983 (JAY)
 KV3748'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 KV3748'CONDITION.  THE OLD DISTANCE TO REFERENCE MARK 1 CHECKED BUT THE
 KV3748'DISTANCE TO REFERENCE MARK 2 WAS LONGER BY O.O11 M (0.04 FT).  THE
 KV3748'STATION IS NOW ON PROPERTY OWNED BY RICHARD MIESEN, 727 COUNTY LINE
 KV3748'ROAD.  THE PREVIOUS DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING
 KV3748'CORRECTIONS AND CHANGES.
 KV3748'
 KV3748'REFERENCE MARK 1 IS 29.2 M (95.9 FT) SOUTH-SOUTHEAST FROM A METAL
 KV3748'WITNESS POST AND 12.9 M (42.2 FT) SOUTH FROM THE INTERSECTION OF THE
 KV3748'DRIVEWAY AND COUNTY LINE ROAD.
 KV3748'
 KV3748'REFERENCE MARK 2 IS 28.0 M (92.0 FT) WEST FROM THE METAL WITNESS POST,
 KV3748'5.0 M (16.5 FT) EAST FROM THE CENTERLINE OF A DRIVEWAY AND 4.3 M (14.0
 KV3748'FT) WEST FROM A 51 CM BEECH TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3042 ***********************************************************************
 KY3042  DESIGNATION -  GLENFIELD
 KY3042  PID         -  KY3042
 KY3042  STATE/COUNTY-  PA/ALLEGHENY
 KY3042  USGS QUAD   -  AMBRIDGE (1990)
 KY3042
 KY3042                         *CURRENT SURVEY CONTROL
 KY3042  ___________________________________________________________________
 KY3042* NAD 83(1992)-  40 31 07.26647(N)    080 08 01.22618(W)     ADJUSTED  
 KY3042* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 KY3042  ___________________________________________________________________
 KY3042  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 KY3042  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KY3042
 KY3042  HORZ ORDER  -  SECOND
 KY3042
 KY3042.The horizontal coordinates were established by classical geodetic methods
 KY3042.and adjusted by the National Geodetic Survey in June 2002..
 KY3042
 KY3042.The orthometric height was scaled from a topographic map.
 KY3042
 KY3042.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3042
 KY3042.The geoid height was determined by GEOID03.
 KY3042
 KY3042;                    North         East     Units Scale Factor Converg.
 KY3042;SPC PA S     -   134,341.821   398,029.929   MT  0.99996020   -1 32 47.4
 KY3042;SPC PA S     -   440,753.12  1,305,869.86   sFT  0.99996020   -1 32 47.4
 KY3042;UTM  17      - 4,485,689.258   573,387.219   MT  0.99966629   +0 33 46.3
 KY3042
 KY3042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3042!SPC PA S     -   0.99996881  x   0.99996020  =   0.99992901
 KY3042!UTM  17      -   0.99996881  x   0.99966629  =   0.99963511
 KY3042
 KY3042|---------------------------------------------------------------------|
 KY3042| PID    Reference Object                     Distance      Geod. Az  |
 KY3042|                                                           dddmmss.s |
 KY3042| CX4586 GLENFIELD RM 1                        5.708 METERS 21107     |
 KY3042| KY3044 CORAOPOLIS FELICIAN SISTERS TK      APPROX. 2.4 KM 2205835.2 |
 KY3042| CX4587 GLENFIELD RM 2                        6.369 METERS 28626     |
 KY3042|---------------------------------------------------------------------|
 KY3042
 KY3042                          SUPERSEDED SURVEY CONTROL
 KY3042
 KY3042  NAD 83(1995)-  40 31 07.26709(N)    080 08 01.22835(W) AD(       ) 2
 KY3042  NAD 83(1986)-  40 31 07.27153(N)    080 08 01.23528(W) AD(       ) 2
 KY3042  NAD 27      -  40 31 07.03200(N)    080 08 02.02950(W) AD(       ) 2
 KY3042
 KY3042.Superseded values are not recommended for survey control.
 KY3042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3042.See file dsdata.txt to determine how the superseded data were derived.
 KY3042
 KY3042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE7338785689(NAD 83)
 KY3042_MARKER: DS = TRIANGULATION STATION DISK
 KY3042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3042
 KY3042  HISTORY     - Date     Condition        Report By
 KY3042  HISTORY     - 1959     MONUMENTED       CGS
 KY3042  HISTORY     - 1961     GOOD             CGS
 KY3042  HISTORY     - 1971     GOOD             LOCENG
 KY3042  HISTORY     - 1976     MARK NOT FOUND   NGS
 KY3042  HISTORY     - 1978     MARK NOT FOUND   PADT
 KY3042
 KY3042                          STATION DESCRIPTION
 KY3042
 KY3042'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 KY3042'THE STATION IS LOCATED IN THE WEST EDGE OF GLENFIELD 0.1 MILE
 KY3042'NORTH OF THE OHIO RIVER ON THE NORTH SIDE OF THE OHIO RIVER
 KY3042'BOULEVARD AND ON PROPERTY OWNED BY MR. PAUL CERNANSKY.
 KY3042'
 KY3042'TO REACH THE STATION FROM THE POST OFFICE IN GLENFIELD, GO SOUTH
 KY3042'ON THE GLENFIELD ROAD FOR 0.2 MILE TO THE OHIO RIVER BOULEVARD.
 KY3042'TURN RIGHT AND GO WESTERLY ON THE OHIO RIVER BOULEVARD FOR 0.1
 KY3042'MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO 0.05 MILE TO
 KY3042'A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO 0.05 MILE TO THE
 KY3042'STATION ON THE WEST ROAD BANK.
 KY3042'
 KY3042'THE STATION MARK, A STANDARD USC AND GS BRONZE DISK SET IN THE
 KY3042'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KY3042'SURFACE OF THE GROUND.  THE DISK IS STAMPED GLENFIELD 1959 AND IS
 KY3042'54.0 FEET NORTH OF THE NORTH EDGE OF BANK OVERLOOKING STATE
 KY3042'HIGHWAY 88, 24.2 FEET NORTH OF AN ELM TREE THAT IS 24 INCHES IN
 KY3042'DIAMETER.
 KY3042'
 KY3042'REFERENCE MARK 1, A STANDARD USC AND GS BRONZE DISK STAMPED
 KY3042'GLENFIELD NO 1 1959, IS SET IN THE TOP OF A 10-INCH SQUARE
 KY3042'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 KY3042'IT IS 19.2 FEET SOUTH OF A STANDARD METAL WITNESS POST AND 4.4
 KY3042'FEET NORTH OF A 24-INCH ELM TREE.
 KY3042'
 KY3042'REFERENCE MARK 2, A STANDARD USC AND GS BRONZE DISK STAMPED
 KY3042'GLENFIELD NO 2 1959, IS SET IN THE TOP OF A 10-INCH SQUARE
 KY3042'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 KY3042'IT IS 27.4 FEET NORTHWEST OF A 24-INCH ELM TREE AND 24.2 FEET
 KY3042'WEST OF A STANDARD METAL WITNESS POST AND MARKER.
 KY3042'
 KY3042'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  THE
 KY3042'TRIANGULATION INTERSECTIONAL STATION CORAOPOLIS, FELICIAN SISTERS
 KY3042'CONVENT WATER TANK MAY BE USED AS AN AZIMUTH MARK.
 KY3042'
 KY3042'HEIGHT OF LIGHT ABOVE STATION MARK 1.51 METERS.
 KY3042
 KY3042                          STATION RECOVERY (1961)
 KY3042
 KY3042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JPP)
 KY3042'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 KY3042'DESCRIBED, AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.
 KY3042
 KY3042                          STATION RECOVERY (1971)
 KY3042
 KY3042'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (PFT)
 KY3042'CONDITION GOOD.  I-279 WILL BE UNDER CONSTRUCTION IN THE AREA
 KY3042'WITHIN 90 DAYS AND MARK WILL PROBABLY BE DISTURBED.
 KY3042'
 KY3042'RECOVERED BY RICHARDSON GORDON AND ASSOC., 3-GATEWAY CENTER,
 KY3042'PITTSBURGH, PA. 15222.
 KY3042'
 KY3042'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 0.1 MILE FROM
 KY3042'GLENFIELD, PA.
 KY3042
 KY3042                          STATION RECOVERY (1976)
 KY3042
 KY3042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 KY3042'THE STATION WAS SEARCHED FOR AND NO MARKS WERE FOUND.  IT IS
 KY3042'BELIEVED ALL MARKS WERE DESTROYED BY THE CONSTRUCTION OF A LARGE
 KY3042'INTERCHANGE FOR INTERSTATE HIGHWAY 79.
 KY3042'
 KY3042'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/4 MILE SOUTH
 KY3042'OF GLENFIELD.
 KY3042
 KY3042                          STATION RECOVERY (1978)
 KY3042
 KY3042'RECOVERY NOTE BY PA DEPT OF TRANSP 1978
 KY3042'DESTROYED BY INTERSTATE 79.
 KY3042'
 KY3042'DISTANCE AND DIRECTION FROM NEAREST TOWN--GLENFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1967 ***********************************************************************
 KX1967  DESIGNATION -  GLENN
 KX1967  PID         -  KX1967
 KX1967  STATE/COUNTY-  PA/ARMSTRONG
 KX1967  USGS QUAD   -  WHITESBURG (1977)
 KX1967
 KX1967                         *CURRENT SURVEY CONTROL
 KX1967  ___________________________________________________________________
 KX1967* NAD 83(1992)-  40 40 09.30186(N)    079 23 22.23630(W)     ADJUSTED  
 KX1967* NAVD 88     -       418.     (meters)    1371.     (feet)  SCALED    
 KX1967  ___________________________________________________________________
 KX1967  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 KX1967  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KX1967
 KX1967  HORZ ORDER  -  SECOND
 KX1967
 KX1967.The horizontal coordinates were established by classical geodetic methods
 KX1967.and adjusted by the National Geodetic Survey in June 2002..
 KX1967
 KX1967.The orthometric height was scaled from a topographic map.
 KX1967
 KX1967.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1967
 KX1967.The geoid height was determined by GEOID03.
 KX1967
 KX1967;                    North         East     Units Scale Factor Converg.
 KX1967;SPC PA S     -   149,621.711   461,384.848   MT  0.99996676   -1 03 49.3
 KX1967;SPC PA S     -   490,883.90  1,513,726.79   sFT  0.99996676   -1 03 49.3
 KX1967;UTM  17      - 4,503,288.707   636,122.210   MT  0.99982807   +1 02 58.9
 KX1967
 KX1967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX1967!SPC PA S     -   0.99993967  x   0.99996676  =   0.99990643
 KX1967!UTM  17      -   0.99993967  x   0.99982807  =   0.99976775
 KX1967
 KX1967|---------------------------------------------------------------------|
 KX1967| PID    Reference Object                     Distance      Geod. Az  |
 KX1967|                                                           dddmmss.s |
 KX1967| CX4589 GLENN RM 1                           37.774 METERS 01231     |
 KX1967| CX4590 GLENN RM 2                           38.841 METERS 27219     |
 KX1967| CX4588 GLENN AZ MK                                        3502958.0 |
 KX1967|---------------------------------------------------------------------|
 KX1967
 KX1967                          SUPERSEDED SURVEY CONTROL
 KX1967
 KX1967  NAD 83(1986)-  40 40 09.30591(N)    079 23 22.24258(W) AD(       ) 2
 KX1967  NAD 27      -  40 40 09.07272(N)    079 23 23.10051(W) AD(       ) 2
 KX1967
 KX1967.Superseded values are not recommended for survey control.
 KX1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1967.See file dsdata.txt to determine how the superseded data were derived.
 KX1967
 KX1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF3612203289(NAD 83)
 KX1967_MARKER: DS = TRIANGULATION STATION DISK
 KX1967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1967
 KX1967  HISTORY     - Date     Condition        Report By
 KX1967  HISTORY     - 1958     MONUMENTED       CGS
 KX1967
 KX1967                          STATION DESCRIPTION
 KX1967
 KX1967'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX1967'THE STATION IS APPROXIMATELY 9.0 MILES SOUTHEAST OF FORD CITY, 3.0
 KX1967'MILES SOUTH OF ELDERTON, 2.0 MILES NORTHEAST OF THE VILLAGE
 KX1967'OF GIRTY, ON THE SUMMIT OF A BARE CULTIVATED RIDGE AND ON THE
 KX1967'PROPERTY OF MR. GLENN MEYER.
 KX1967'
 KX1967'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 422 AND STATE HIGHWAY 210
 KX1967'IN ELDERTON, GO SOUTH ON HIGHWAY 210 FOR 3.2 MILES TO THE
 KX1967'AZIMUTH MARK ON THE LEFT (JUST AFTER PASSING HOUSE ON LEFT AND JUST
 KX1967'BEFORE REACHING SIDE ROAD ON THE RIGHT), CONTINUE STRAIGHT
 KX1967'AHEAD FOR 0.05 MILE TO GRAVEL SIDE ROAD LEFT, TURN LEFT AND GO 0.4
 KX1967'MILE TO DRIVEWAY TO HOUSE (PROPERTY OWNER) ON LEFT, TURN LEFT
 KX1967'AND FOLLOW TRACK ROAD, UPHILL FOR 0.2 MILE TO THE STATION ON THE LEFT
 KX1967'ABOUT 130 FEET EAST OF A LONE TREE WHICH IS ON THE WEST
 KX1967'SLOPE OF HILL.
 KX1967'
 KX1967'STATION MARKS ARE STANDARD DISKS STAMPED GLENN 1958. THE SURFACE DISK
 KX1967'IS SET IN A SQUARE CONCRETE POST ABOUT 17 INCHES BELOW THE
 KX1967'SURFACE OF THE GROUND. IT IS 130-1/2 FEET EAST OF A LONE TREE AND 29
 KX1967'FEET NORTH-NORTHEAST OF THE NORTH EDGE OF FIELD ROAD. THE
 KX1967'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 34 INCHES
 KX1967'BELOW THE SURFACE OF THE GROUND.
 KX1967'
 KX1967'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GLENN NO 1 1958, IS SET
 KX1967'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES. IT IS 12
 KX1967'FEET SOUTH-SOUTHEAST OF PINE TREE WITH TRIANGULAR BLAZE AND 14 FEET
 KX1967'WEST OF PINE TREE WITH TRIANGULAR BLAZE.
 KX1967'
 KX1967'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GLENN NO 2 1958, IS SET
 KX1967'IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH. IT IS 53
 KX1967'FEET NORTH-NORTHWEST OF THE CENTER OF FIELD ROAD AND 3 FEET EAST OF
 KX1967'LONE TREE.
 KX1967'
 KX1967'AZIMUTH MARK IS A STANDARD DISK STAMPED GLENN 1958, SET IN A SQUARE
 KX1967'CONCRETE POST WHICH PROJECTS 3 INCHES. IT IS 17 FEET
 KX1967'EAST-SOUTHEAST OF THE CENTER OF STATE HIGHWAY 210 2 FEET
 KX1967'SOUTH-SOUTHWEST OF TELEPHONE LINE POLE AND 2-1/2 FEET
 KX1967'EAST-SOUTHEAST OF GUARD RAIL. A STANDARD WITNESS POST WAS SET 1 FOOT
 KX1967'SOUTH-SOUTHWEST OF THE MARK.
 KX1967'
 KX1967'NOTE- TO REACH THE AZIMUTH MARK, SEE ABOVE.
 KX1967'
 KX1967'RM 1 COMPUTED FROM VERTICAL ANGLE AND SLOPE DISTANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3140 ***********************************************************************
 KY3140  DESIGNATION -  GLENN
 KY3140  PID         -  KY3140
 KY3140  STATE/COUNTY-  PA/WASHINGTON
 KY3140  USGS QUAD   -  WASHINGTON WEST (1969)
 KY3140
 KY3140                         *CURRENT SURVEY CONTROL
 KY3140  ___________________________________________________________________
 KY3140* NAD 83(1992)-  40 11 30.29444(N)    080 15 29.22138(W)     ADJUSTED  
 KY3140* NAVD 88     -       375.     (meters)    1230.     (feet)  SCALED    
 KY3140  ___________________________________________________________________
 KY3140  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 KY3140  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 KY3140
 KY3140  HORZ ORDER  -  SECOND
 KY3140
 KY3140.The horizontal coordinates were established by classical geodetic methods
 KY3140.and adjusted by the National Geodetic Survey in June 2002..
 KY3140
 KY3140.The orthometric height was scaled from a topographic map.
 KY3140
 KY3140.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3140
 KY3140.The geoid height was determined by GEOID03.
 KY3140
 KY3140;                    North         East     Units Scale Factor Converg.
 KY3140;SPC PA S     -    98,346.336   386,457.683   MT  0.99996966   -1 37 38.1
 KY3140;SPC PA S     -   322,657.94  1,267,903.25   sFT  0.99996966   -1 37 38.1
 KY3140;UTM  17      - 4,449,303.627   563,149.717   MT  0.99964909   +0 28 43.6
 KY3140
 KY3140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3140!SPC PA S     -   0.99994649  x   0.99996966  =   0.99991615
 KY3140!UTM  17      -   0.99994649  x   0.99964909  =   0.99959559
 KY3140
 KY3140|---------------------------------------------------------------------|
 KY3140| PID    Reference Object                     Distance      Geod. Az  |
 KY3140|                                                           dddmmss.s |
 KY3140| CX4591 GLENN RM 1                           19.151 METERS 06631     |
 KY3140| KY3130 WASHINGTON HOSPITAL STACK           APPROX. 1.3 KM 1301806.3 |
 KY3140| KY3137 WASHINGTON TRUST CO BLDG LIGHT      APPROX. 2.6 KM 1533727.0 |
 KY3140| KY3131 WASHINGTON CO COURTHOUSE DOME       APPROX. 2.6 KM 1560746.5 |
 KY3140| KY3146 WASHINGTON 8TH WARD SCH CUPOLA      APPROX. 2.3 KM 1884205.6 |
 KY3140| KY3143 WASHINGTON FINDLEY REFRACT TK       APPROX. 2.5 KM 2145708.5 |
 KY3140| KY3144 WASHINGTON JESSUP STEEL STACK       APPROX. 2.3 KM 2175743.7 |
 KY3140| CX4592 GLENN RM 2                           19.151 METERS 34725     |
 KY3140|---------------------------------------------------------------------|
 KY3140
 KY3140                          SUPERSEDED SURVEY CONTROL
 KY3140
 KY3140  NAD 83(1995)-  40 11 30.29453(N)    080 15 29.22112(W) AD(       ) 2
 KY3140  NAD 83(1986)-  40 11 30.29899(N)    080 15 29.22984(W) AD(       ) 2
 KY3140  NAD 27      -  40 11 30.04000(N)    080 15 30.01600(W) AD(       ) 2
 KY3140
 KY3140.Superseded values are not recommended for survey control.
 KY3140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3140.See file dsdata.txt to determine how the superseded data were derived.
 KY3140
 KY3140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE6315049304(NAD 83)
 KY3140_MARKER: DS = TRIANGULATION STATION DISK
 KY3140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3140_MARK LOGO: PA8880
 KY3140_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3140+STABILITY: SURFACE MOTION
 KY3140
 KY3140  HISTORY     - Date     Condition        Report By
 KY3140  HISTORY     - 1933     MONUMENTED       PA8880
 KY3140  HISTORY     - 1952     GOOD             USGS
 KY3140  HISTORY     - 1958     GOOD             AEROS
 KY3140  HISTORY     - 19910101 GOOD             HARTMN
 KY3140  HISTORY     - 19911218 GOOD             LOCENG
 KY3140
 KY3140                          STATION DESCRIPTION
 KY3140
 KY3140'DESCRIBED BY CITY OF WASHINGTON PENNSYLVANIA 1933 (GLA)
 KY3140'THIS IS A STATION OF THE CITY ENGINEERS, WASHINGTON, PA., LOCATED
 KY3140'IN THE NORTHWEST SECTION OF THE TOWN, OUTSIDE THE PRESENT CITY
 KY3140'LIMITS, ON A HIGH BARE HILL, IS ABOUT 2 MILES NORTHWEST OF THE
 KY3140'COURT HOUSE, AND 70 FEET SOUTH OF VERMONT STREET WHICH LEADS OVER
 KY3140'THE HILL IN AN EAST AND WEST DIRECTION.
 KY3140'
 KY3140'TO REACH FROM THE COURT HOUSE IN WASHINGTON, GO NORTH ON MAIN
 KY3140'STREET (U.S. HIGHWAY 19) 0.2 MILE TO THE POINT WHERE U.S.
 KY3140'HIGHWAY 19 TURNS RIGHT, HERE CONTINUE STRAIGHT AHEAD ON WEST MAIN
 KY3140'STREET 1.4 MILES TO A STREET TO THE LEFT, TURN LEFT AND GO 0.1
 KY3140'MILE TO GLENN STREET TO LEFT, TURN LEFT ON GLENN AND GO 0.1 MILE
 KY3140'TO TOP OF THE GRADE, HERE TURN RIGHT ON VERMONT STREET AND GO TO
 KY3140'TOP OF THE HILL AND STATION.
 KY3140'
 KY3140'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 KY3140'DISKS IN CONCRETE.
 KY3140'
 KY3140'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 22 FEET SOUTH OF
 KY3140'VERMONT STREET, AND PROJECTS 4 INCHES.  REFERENCE MARK NO. 2 IS
 KY3140'NORTH-NORTHWEST OF THE STATION, 22 FEET SOUTH OF VERMONT STREET,
 KY3140'AND PROJECTS 3 INCHES.  THE STATION WAS REMARKED IN 1933
 KY3140'ACCORDING TO AND IT PROJECTS 7 INCHES.
 KY3140
 KY3140                          STATION RECOVERY (1952)
 KY3140
 KY3140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 KY3140'STATION IS NOW 1 FOOT SOUTHEAST OF THE SOUTHEAST CORNER OF A
 KY3140'HOUSE. REFERENCE MARKS ARE IN GOOD CONDITION.
 KY3140
 KY3140                          STATION RECOVERY (1958)
 KY3140
 KY3140'RECOVERY NOTE BY AERO SERVICE CORPORATION 1958
 KY3140'RECOVERED BY AERO SERVICE CORP., LETTER DATED SEPTEMBER 2, 1958.
 KY3140'
 KY3140'STATION RECOVERED.  NEW HOUSES BUILT NEARBY OBSTRUCT ALL LINES
 KY3140'FORMERLY VISIBLE WITHOUT TOWERS.  STATION HOSPITAL CAN BE SEEN
 KY3140'FROM RM 1.
 KY3140
 KY3140                          STATION RECOVERY (1991)
 KY3140
 KY3140'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1991 (DMQ)
 KY3140'STATION, RM 1 AND RM 2 WERE RECOVERED AS DESCRIBED AND IN GOOD
 KY3140'CONDITION.  STATION IS 1.7 FEET (0.5 M) EAST OF THE MID POINT OF THE
 KY3140'EAST SIDE OF HOUSE NO.  1049 ON THE SOUTH SIDE OF VERMONT STREET. ONLY
 KY3140'RM 1 IS VISIBLE FROM THE STATION.
 KY3140
 KY3140                          STATION RECOVERY (1991)
 KY3140
 KY3140'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991 (HGB)
 KY3140'NOTE--STATION, RM NO 1 AND RM NO 2 WERE RECOVERED IN GOOD CONDITION.
 KY3140'STATION IS 1.7 FEET (0.5 M) EAST OF THE MID POINT OF THE EAST SIDE OF
 KY3140'HOUSE NO 1049 ON THE SOUTH SIDE OF VERMONT STREET, ONLY RM NO 1 IS
 KY3140'VISIBLE FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2346 ***********************************************************************
 KX2346  DESIGNATION -  GLENN CAMPBELL FIRE TOWER 1967
 KX2346  PID         -  KX2346
 KX2346  STATE/COUNTY-  PA/INDIANA
 KX2346  USGS QUAD   -  BURNSIDE (1994)
 KX2346
 KX2346                         *CURRENT SURVEY CONTROL
 KX2346  ___________________________________________________________________
 KX2346* NAD 83(1992)-  40 50 41.60262(N)    078 50 56.17481(W)     ADJUSTED  
 KX2346* NAVD 88     -       609.     (meters)    1998.     (feet)  SCALED    
 KX2346  ___________________________________________________________________
 KX2346  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 KX2346  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KX2346
 KX2346  HORZ ORDER  -  THIRD
 KX2346
 KX2346.The horizontal coordinates were established by classical geodetic methods
 KX2346.and adjusted by the National Geodetic Survey in June 2002..
 KX2346
 KX2346.The orthometric height was scaled from a topographic map.
 KX2346
 KX2346.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2346
 KX2346.The geoid height was determined by GEOID03.
 KX2346
 KX2346;                    North         East     Units Scale Factor Converg.
 KX2346;SPC PA S     -   168,415.657   507,328.236   MT  0.99998312   -0 42 46.7
 KX2346;SPC PA S     -   552,543.70  1,664,459.39   sFT  0.99998312   -0 42 46.7
 KX2346;SPC PA N     -    75,907.423   507,326.172   MT  1.00000643   -0 43 37.2
 KX2346;SPC PA N     -   249,039.60  1,664,452.62   sFT  1.00000643   -0 43 37.2
 KX2346;UTM  17      - 4,523,765.387   681,337.336   MT  1.00000475   +1 24 25.9
 KX2346
 KX2346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2346!SPC PA S     -   0.99990960  x   0.99998312  =   0.99989273
 KX2346!SPC PA N     -   0.99990960  x   1.00000643  =   0.99991603
 KX2346!UTM  17      -   0.99990960  x   1.00000475  =   0.99991435
 KX2346
 KX2346                          SUPERSEDED SURVEY CONTROL
 KX2346
 KX2346  NAD 83(1986)-  40 50 41.60691(N)    078 50 56.18283(W) AD(       ) 4
 KX2346  NAD 27      -  40 50 41.38152(N)    078 50 57.06506(W) AD(       ) 3
 KX2346
 KX2346.Superseded values are not recommended for survey control.
 KX2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2346.See file dsdata.txt to determine how the superseded data were derived.
 KX2346
 KX2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF8133723765(NAD 83)
 KX2346_MARKER: 57 = LOOKOUT TOWER
 KX2346
 KX2346  HISTORY     - Date     Condition        Report By
 KX2346  HISTORY     - 1967     FIRST OBSERVED   CGS
 KX2346
 KX2346                          STATION DESCRIPTION
 KX2346
 KX2346'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2346'THE STATION IS LOCATED ABOUT 5 AIRLINE MILES WEST-SOUTHWEST OF MCGEES
 KX2346'MILLS, ABOUT 2 AIRLINE MILES NORTH-NORTHWEST OF GLENN CAMPBELL AND
 KX2346'ABOUT 1-1/2 AIRLINE MILES EAST-NORTHEAST OF SMITHPORT.  IT IS ON THE
 KX2346'HIGHEST POINT OF A TIMBERED HILL.  THE STATION IS THE CENTER OF
 KX2346'THE FIRE TOWER, IT IS 47 FEET IN HEIGHT AND PAINTED WHITE IN COLOR.
 KX2346'
 KX2346'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION GLEN, THE
 KX2346'DISTANCE BEING 92.19 FEET OR 28.100 METERS EAST- SOUTHEAST OF
 KX2346'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0237 ***********************************************************************
 ND0237  DESIGNATION -  GLENRUADH LSC 1975
 ND0237  PID         -  ND0237
 ND0237  STATE/COUNTY-  PA/ERIE
 ND0237  USGS QUAD   -  SWANVILLE (1990)
 ND0237
 ND0237                         *CURRENT SURVEY CONTROL
 ND0237  ___________________________________________________________________
 ND0237* NAD 83(1992)-  42 05 52.88238(N)    080 10 52.32502(W)     ADJUSTED  
 ND0237* NAVD 88     -       175.     (meters)     574.     (feet)  VERTCON   
 ND0237  ___________________________________________________________________
 ND0237  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 ND0237  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 ND0237
 ND0237  HORZ ORDER  -  THIRD
 ND0237
 ND0237.The horizontal coordinates were established by classical geodetic methods
 ND0237.and adjusted by the National Geodetic Survey in June 2002..
 ND0237.No horizontal observational check was made to the station.
 ND0237
 ND0237.The NAVD 88 height was computed by applying the VERTCON shift value to
 ND0237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ND0237
 ND0237.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0237
 ND0237.The geoid height was determined by GEOID03.
 ND0237
 ND0237;                    North         East     Units Scale Factor Converg.
 ND0237;SPC PA N     -   217,315.735   398,903.448   MT  1.00002738   -1 36 30.0
 ND0237;SPC PA N     -   712,976.71  1,308,735.73   sFT  1.00002738   -1 36 30.0
 ND0237;UTM  17      - 4,660,984.032   567,707.020   MT  0.99965641   +0 32 56.2
 ND0237
 ND0237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ND0237!SPC PA N     -   0.99997805  x   1.00002738  =   1.00000543
 ND0237!UTM  17      -   0.99997805  x   0.99965641  =   0.99963447
 ND0237
 ND0237                          SUPERSEDED SURVEY CONTROL
 ND0237
 ND0237  NAD 83(1996)-  42 05 52.88472(N)    080 10 52.32484(W) AD(       ) 3
 ND0237  NAD 83(1995)-  42 05 52.88443(N)    080 10 52.32457(W) AD(       ) 3
 ND0237  NAD 83(1986)-  42 05 52.88528(N)    080 10 52.32521(W) AD(       ) 3
 ND0237  NAD 27      -  42 05 52.64664(N)    080 10 53.05548(W) AD(       ) 3
 ND0237  NGVD 29 (07/19/86)  175.     (m)          574.     (f) VERT ANG       
 ND0237
 ND0237.Superseded values are not recommended for survey control.
 ND0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0237.See file dsdata.txt to determine how the superseded data were derived.
 ND0237
 ND0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG6770760984(NAD 83)
 ND0237_MARKER: DS = TRIANGULATION STATION DISK
 ND0237_SETTING: 0 = UNSPECIFIED SETTING
 ND0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ND0237
 ND0237  HISTORY     - Date     Condition        Report By
 ND0237  HISTORY     - 1975     MONUMENTED       USLS
 ND0237
 ND0237                          STATION DESCRIPTION
 ND0237
 ND0237'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 ND0237'THIRD ORDER EODM TRAVERSE STATION - POSITIONED DIRECT BY
 ND0237'RANGE/AZIMUTH OBSERVATIONS FROM WALNUT CREEK LSC, 1975.
 ND0237'
 ND0237'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF ERIE, PA, AND
 ND0237'ABOUT 2 MILES SOUTHWEST OF THE CONNECTING ISTHMUS TO PRESQUE
 ND0237'ISLE.  IN THE VILLAGE OF GLENRUADH AND NEAR THE TERMINATION OF
 ND0237'LAKE FRONT ROAD AT LAKE ERIE.  ATOP A CONCRETE SEAWALL/GROIN
 ND0237'EXTENDING OFFSHORE.
 ND0237'
 ND0237'TO REACH THE STATION FROM THE INTERSECTION OF PA RTE 832
 ND0237'(PENINSULA DRIVE) AND PA RTE 5 ALT (WEST LAKE ROAD).  NEAR THE
 ND0237'VICINITY OF PRESQUE ISLE, PROCEED WEST ON PA 5 ALT FOR
 ND0237'APPROXIMATELY 1.7 MILES TO MONTPELIER AVE.  TURN RIGHT, NORTH,
 ND0237'ONTO MONTPELIER AVE. AND PROCEED FOR 0.5 MILES TO LAKE FRONT
 ND0237'ROAD.  TURN LEFT, WEST, ON LAKE FRONT ROAD AND FOLLOW THE
 ND0237'WINDING GRAVEL ROAD DOWN TO THE LAKE AND THE STATION ATOP A
 ND0237'SEAWALL/GROIN JUST NORTHEAST OF THE MLAKAR RESIDENCE.
 ND0237'
 ND0237'STATION MARK IS A STANDARD NOS BRONZE DISK SET FLUSH ATOP THE
 ND0237'CONCRETE WALL AND STAMPED GLENRUADH LSC 1975.  AND IS LOCATED
 ND0237'74.8 FEET NORTHEAST OF THE NORTHERN CORNER OF THE MLAKAR RESIDENCE,
 ND0237'31.85 FEET SOUTH OF THE NORTHERN FACE OF THE PIER WALL, 24.90
 ND0237'FEET NORTH OF THE SOUTHERN BASE OF THE SEAWALL, 2.60 FEET EAST OF
 ND0237'THE PIERS WEST FACE, AND 2.35 FEET WEST OF THE PIERS EAST FACE.
 ND0237'
 ND0237'NO REFERENCE MARKS WERE SET.  THE STATION AFFORDS EXCELLENT,
 ND0237'UNOBSTRUCTED VISIBILITY TO ALL POINTS SEAWARD.  AND ALONG THE
 ND0237'WESTERN SIDE OF PRESQUE ISLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3184 ***********************************************************************
 KW3184  DESIGNATION -  GLOBE
 KW3184  PID         -  KW3184
 KW3184  STATE/COUNTY-  PA/SNYDER
 KW3184  USGS QUAD   -  FREEBURG (1973)
 KW3184
 KW3184                         *CURRENT SURVEY CONTROL
 KW3184  ___________________________________________________________________
 KW3184* NAD 83(1992)-  40 48 31.56371(N)    076 59 11.36904(W)     ADJUSTED  
 KW3184* NAVD 88     -       189.4    (meters)     621.     (feet)  VERTCON   
 KW3184  ___________________________________________________________________
 KW3184  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 KW3184  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 KW3184
 KW3184  HORZ ORDER  -  SECOND
 KW3184
 KW3184.The horizontal coordinates were established by classical geodetic methods
 KW3184.and adjusted by the National Geodetic Survey in June 2002..
 KW3184
 KW3184.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW3184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW3184
 KW3184.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3184
 KW3184.The geoid height was determined by GEOID03.
 KW3184
 KW3184;                    North         East     Units Scale Factor Converg.
 KW3184;SPC PA S     -   164,106.250   664,421.086   MT  0.99997899   +0 29 43.3
 KW3184;SPC PA S     -   538,405.26  2,179,854.85   sFT  0.99997899   +0 29 43.3
 KW3184;SPC PA N     -    71,592.040   664,423.237   MT  1.00001287   +0 30 18.3
 KW3184;SPC PA N     -   234,881.55  2,179,861.90   sFT  1.00001287   +0 30 18.3
 KW3184;UTM  18      - 4,519,427.498   332,446.137   MT  0.99994556   -1 17 54.8
 KW3184
 KW3184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3184!SPC PA S     -   0.99997557  x   0.99997899  =   0.99995456
 KW3184!SPC PA N     -   0.99997557  x   1.00001287  =   0.99998844
 KW3184!UTM  18      -   0.99997557  x   0.99994556  =   0.99992113
 KW3184
 KW3184|---------------------------------------------------------------------|
 KW3184| PID    Reference Object                     Distance      Geod. Az  |
 KW3184|                                                           dddmmss.s |
 KW3184| CB3430 GLOBE RM 1                           15.128 METERS 03448     |
 KW3184| CB3429 GLOBE AZ MK                                        1785018.3 |
 KW3184| CB3431 GLOBE RM 2                           12.401 METERS 29436     |
 KW3184|---------------------------------------------------------------------|
 KW3184
 KW3184                          SUPERSEDED SURVEY CONTROL
 KW3184
 KW3184  NAD 83(1986)-  40 48 31.56176(N)    076 59 11.36299(W) AD(       ) 2
 KW3184  NAD 27      -  40 48 31.25236(N)    076 59 12.42650(W) AD(       ) 2
 KW3184  NGVD 29 (07/19/86)  189.6    (m)          622.     (f) VERT ANG       
 KW3184
 KW3184.Superseded values are not recommended for survey control.
 KW3184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3184.See file dsdata.txt to determine how the superseded data were derived.
 KW3184
 KW3184_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL3244619427(NAD 83)
 KW3184_MARKER: DS = TRIANGULATION STATION DISK
 KW3184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3184_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KW3184
 KW3184  HISTORY     - Date     Condition        Report By
 KW3184  HISTORY     - 1966     MONUMENTED       CGS
 KW3184
 KW3184                          STATION DESCRIPTION
 KW3184
 KW3184'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW3184'THE STATION IS LOCATED APPROXIMATELY 3.5 MILES NORTHEAST OF
 KW3184'MIDDLEBURG, 1 MILE NORTHWEST OF KREAMER, ON A LOW GRASSY
 KW3184'HILL AND ON PROPERTY OWNED BY MR. PAUL TRISSLER.
 KW3184'
 KW3184'TO REACH THE STATION FROM THE POST OFFICE IN KREAMER, GO WEST FOR
 KW3184'0.45 MILE TO U.S. HIGHWAY 522.  BEAR LEFT AND GO WESTERLY ON
 KW3184'U.S. HIGHWAY 522 FOR 0.6 MILE TO A CROSS ROAD.  TURN RIGHT AND GO
 KW3184'NORTH FOR 0.05 MILE TO A POINT WHERE THE ROAD TURNS TO
 KW3184'THE LEFT AND THE AZIMUTH MARK ON THE RIGHT, EAST, SIDE OF THE ROAD.
 KW3184'BEAR LEFT AND GO WEST FOR 0.1 MILE TO A SIDE ROAD RIGHT.  TURN
 KW3184'RIGHT AND GO NORTH, NORTHEAST AND NORTH FOR 0.5 MILE TO A CROSSROAD
 KW3184'IN A SMALL COMMUNITY.  TURN RIGHT AND GO EAST FOR 0.2 MILE TO
 KW3184'A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.05 MILE
 KW3184'TO THE END OF TRUCK TRAVEL AT A POINT WHERE THE ROAD BEARS TO THE
 KW3184'LEFT.  PACK NORTHEAST FOR ABOUT 100 YARDS TO THE TOP OF A LOW
 KW3184'HILL AND THE STATION.
 KW3184'
 KW3184'THE STATION MARK IS 33 FEET SOUTH OF A SMALL SPRUCE TREE AND 3.7 FEET
 KW3184'SOUTH OF A METAL WITNESS POST.  IT IS A STANDARD DISK SET
 KW3184'IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 1 FOOT IN DIAMETER
 KW3184'AND PROJECTS 2 INCHES AND IT IS STAMPED GLOBE 1966.
 KW3184'
 KW3184'REFERENCE MARK NO. 1 IS 48.0 FEET NORTHEAST OF THE METAL WITNESS
 KW3184'POST.  IT IS A STANDARD DISK SET IN THE TOP OF A CYLINDRICAL,
 KW3184'CONCRETE POST THAT IS 1 FOOT IN DIAMETER AND FLUSH WITH THE GROUND
 KW3184'AND IT IS STAMPED GLOBE NO 1 1966.
 KW3184'
 KW3184'REFERENCE MARK NO. 2 IS 37.7 FEET NW OF THE METAL WITNESS POST.  IT
 KW3184'IS A STANDARD DISK SET IN THE TOP OF A CYLINDRICAL,
 KW3184'CONCRETE POST THAT IS 1 FOOT IN DIAMETER AND FLUSH WITH THE GROUND
 KW3184'AND IT IS STAMPED GLOBE NO 2 1966.
 KW3184'
 KW3184'THE AZIMUTH MARK IS 23 FEET EAST OF THE APPROXIMATE CENTERLINE OF THE
 KW3184'ROAD, 2 FEET NORTH OF TELEPHONE POLE NUMBER 2 AND 1.3
 KW3184'FEET NORTH-NORTHEAST OF A METAL WITNESS POST.  IT IS A STANDARD DISK
 KW3184'SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS
 KW3184'10 INCHES IN DIAMETER AND PROJECTS 4 INCHES AND IT IS STAMPED GLOBE
 KW3184'1966.
 KW3184'
 KW3184'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0150 ***********************************************************************
 MB0150  DESIGNATION -  GNAGI
 MB0150  PID         -  MB0150
 MB0150  STATE/COUNTY-  PA/ERIE
 MB0150  USGS QUAD   -  EDINBORO NORTH (1977)
 MB0150
 MB0150                         *CURRENT SURVEY CONTROL
 MB0150  ___________________________________________________________________
 MB0150* NAD 83(1992)-  41 58 38.40058(N)    080 09 55.97038(W)     ADJUSTED  
 MB0150* NAVD 88     -       379.721  (meters)    1245.80   (feet)  ADJUSTED  
 MB0150  ___________________________________________________________________
 MB0150  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 MB0150  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 MB0150  DYNAMIC HT  -         379.576 (meters)    1245.33  (feet)  COMP
 MB0150  MODELED GRAV-     980,230.6   (mgal)                       NAVD 88
 MB0150
 MB0150  HORZ ORDER  -  SECOND
 MB0150  VERT ORDER  -  SECOND    CLASS 0
 MB0150
 MB0150.The horizontal coordinates were established by classical geodetic methods
 MB0150.and adjusted by the National Geodetic Survey in June 2002..
 MB0150
 MB0150.The orthometric height was determined by differential leveling
 MB0150.and adjusted by the National Geodetic Survey in June 1991..
 MB0150
 MB0150.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB0150
 MB0150.The geoid height was determined by GEOID03.
 MB0150
 MB0150.The dynamic height is computed by dividing the NAVD 88
 MB0150.geopotential number by the normal gravity value computed on the
 MB0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0150.degrees latitude (g = 980.6199 gals.).
 MB0150
 MB0150.The modeled gravity was interpolated from observed gravity values.
 MB0150
 MB0150;                    North         East     Units Scale Factor Converg.
 MB0150;SPC PA N     -   203,879.054   399,824.100   MT  1.00000455   -1 35 52.7
 MB0150;SPC PA N     -   668,893.20  1,311,756.23   sFT  1.00000455   -1 35 52.7
 MB0150;UTM  17      - 4,647,596.311   569,132.167   MT  0.99965881   +0 33 29.3
 MB0150
 MB0150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB0150!SPC PA N     -   0.99994585  x   1.00000455  =   0.99995040
 MB0150!UTM  17      -   0.99994585  x   0.99965881  =   0.99960468
 MB0150
 MB0150|---------------------------------------------------------------------|
 MB0150| PID    Reference Object                     Distance      Geod. Az  |
 MB0150|                                                           dddmmss.s |
 MB0150| MB0151 GNAGI RM 1                           23.592 METERS 03814     |
 MB0150| ND0217 ERIE TV STATION WSEE MAST           APPROX.10.9 KM 0515532.6 |
 MB0150| MB1836 WATERFORD ATT MICROWAVE KGF 98      APPROX.11.1 KM 0772506.0 |
 MB0150| MB1837 WATERFORD RAD STA WICU N OF 4       APPROX.11.5 KM 0805916.2 |
 MB0150| MB0148 GNAGI AZ MK                                        1465835.8 |
 MB0150| ND0241 GIRARD BORO WATER CO TANK           APPROX.13.3 KM 2845142.7 |
 MB0150| ND0240 LAKE CITY MUNICIPAL TANK            APPROX.15.0 KM 2850959.0 |
 MB0150| ND0242 GIRARD COUNTY HOSP WATER TANK       APPROX.10.3 KM 2983847.2 |
 MB0150| ND0243 FAIRVIEW PARKER WHITE CO TANK       APPROX. 9.8 KM 3021011.0 |
 MB0150| ND0244 FAIRVIEW MUNICIPAL TANK             APPROX. 9.2 KM 3045248.5 |
 MB0150| MB0149 GNAGI RM 2                           27.603 METERS 31515     |
 MB0150| ND0228 ERIE ECC RM 3                       APPROX. 9.5 KM 3493338.0 |
 MB0150|---------------------------------------------------------------------|
 MB0150
 MB0150                          SUPERSEDED SURVEY CONTROL
 MB0150
 MB0150  NAD 83(1996)-  41 58 38.40219(N)    080 09 55.97108(W) AD(       ) 2
 MB0150  NAD 83(1995)-  41 58 38.40214(N)    080 09 55.97000(W) AD(       ) 2
 MB0150  NAD 83(1986)-  41 58 38.40486(N)    080 09 55.96875(W) AD(       ) 2
 MB0150  NAD 27      -  41 58 38.20350(N)    080 09 56.76090(W) AD(       ) 2
 MB0150  NGVD 29 (??/??/92)  379.909  (m)         1246.42   (f) ADJ UNCH    2 0
 MB0150
 MB0150.Superseded values are not recommended for survey control.
 MB0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0150.See file dsdata.txt to determine how the superseded data were derived.
 MB0150
 MB0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG6913247596(NAD 83)
 MB0150_MARKER: DS = TRIANGULATION STATION DISK
 MB0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0150_STAMPING: GNAGI 1961
 MB0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0150+STABILITY: SURFACE MOTION
 MB0150
 MB0150  HISTORY     - Date     Condition        Report By
 MB0150  HISTORY     - 1961     MONUMENTED       CGS
 MB0150  HISTORY     - 1961     GOOD             CGS
 MB0150
 MB0150                          STATION DESCRIPTION
 MB0150
 MB0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 MB0150'THE STATION IS LOCATED ABOUT 7.0 MILES NORTH-NORTHWEST OF EDINBORO, 1
 MB0150'3/4 MILES SOUTHWEST OF MCKEAN AND ON PROPERTY OWNED BY
 MB0150'MR. ELMER GNAGI WHO GAVE PERMISSION.
 MB0150'TO REACH THE STATION FROM THE POST
 MB0150'OFFICE IN MCKEAN, GO SOUTH ON STATE HIGHWAY 99 FOR 0.05 MILE TO A
 MB0150'SIDE ROAD RIGHT, TURN RIGHT AND GO WEST ON ASPHALT ROAD FOR
 MB0150'1.1 MILES TO A IRREGULAR CROSSROAD, TURN LEFT AND GO SOUTH ON
 MB0150'FRY ROAD FOR 0.8 MILE TO A CROSSROAD, CONTINUE SOUTH ON FRY ROAD FOR
 MB0150'0.55 MILE TO A DRIVEWAY, CONTINUE ABOUT 60 FEET TO
 MB0150'THE END OF FIELD AND A FIELD ROAD RIGHT, TURN RIGHT AND GO WEST ON
 MB0150'FIELD ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT IN A
 MB0150'SMALL OPENING.
 MB0150'
 MB0150'STATION, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE MONUMENT
 MB0150'WHICH PROJECTS ABOUT 1-INCH ABOVE THE SURFACE OF THE
 MB0150'GROUND, STAMPED GNAGI 1961.  IT IS 200.0 FEET WEST OF A TELEPHONE
 MB0150'CABLE LINE, 72.6 FEET SOUTH-SOUTHEAST OF A 12-INCH
 MB0150'MAPLE TREE AND 53.0 FEET SOUTH OF A TRACK ROAD AND IS SET IN THE
 MB0150'NORTHEAST EDGE OF WOODED AREA.
 MB0150'
 MB0150'REFERENCE MARK 1, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 MB0150'MONUMENT WHICH PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF
 MB0150'THE GROUND, STAMPED GNAGI NO 1 1961.  IT IS 70.5 FEET EAST-SOUTHEAST
 MB0150'OF 12-INCH TRIANGULAR BLAZED MAPLE TREE,
 MB0150'9.5 FEET NORTH OF A TRACK ROAD AND 2.0 FEET SOUTH OF A FENCE LINE.
 MB0150'IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 MB0150'
 MB0150'REFERENCE MARK 2, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 MB0150'MONUMENT WHICH PROJECTS ABOUT 1-INCH ABOVE THE SURFACE OF
 MB0150'THE GROUND, STAMPED GNAGI NO 2 1961.  IT IS 45.0 FEET WEST OF A
 MB0150'12-INCH TRIANGULAR BLAZED MAPLE TREE SETTING IN A
 MB0150'EAST WEST FENCE LINE, 13.3 FEET SOUTH-SOUTHWEST OF A 24-INCH MAPLE
 MB0150'TREE AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 MB0150'
 MB0150'AZIMUTH MARK, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 MB0150'MONUMENT WHICH PROJECTS ABOUT 1-INCH ABOVE THE SURFACE OF
 MB0150'THE GROUND, STAMPED GNAGI 1961.  IT IS 31.5 FEET SOUTHEAST OF THE
 MB0150'APPROXIMATE CENTER OF THE JUNCTION OF THE CROSSROAD, 2.0
 MB0150'FEET NORTH OF A STANDARD METAL WITNESS POST AND MARKER AND 2.0 FEET
 MB0150'NORTHWEST OF POWERLINE POLE NUMBER 31215 AND IS SET IN THE
 MB0150'FENCE LINE.
 MB0150'
 MB0150'TO REACH THE AZIMUTH MARK FROM THE FIELD ROAD WHERE YOU TURN RIGHT TO
 MB0150'GO TO THE STATION, CONTINUE SOUTH ON FRY ROAD FOR 0.15 MILE
 MB0150'TO A CROSSROAD AND THE AZIMUTH MARK ON THE LEFT IN THE SOUTHEAST
 MB0150'CORNER OF FENCE LINE.
 MB0150'
 MB0150'BUILDING FOREMAN- RAY E. JOHNSON.
 MB0150'
 MB0150'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MB0150
 MB0150                          STATION RECOVERY (1961)
 MB0150
 MB0150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 MB0150'2.4 MI SW FROM MC KEAN.
 MB0150'ABOUT 0.05 MILE SOUTH ALONG STATE HIGHWAY 99 FROM THE POST OFFICE
 MB0150'IN MC KEAN, THENCE 1.05 MILE WEST ALONG BARON AND WEST ROAD,
 MB0150'THENCE 1.2 MILES SOUTH ALONG FRY ROAD, THENCE ABOUT 300.0 FEET
 MB0150'WEST ALONG THE SOUTH SIDE OF A FENCE LINE, 200.0 FEET WEST OF A
 MB0150'TELEPHONE CABLE LINE, 72.6 FEET SOUTHEAST OF A 12-INCH MAPLE
 MB0150'TREE AND 53.0 FEET SOUTH OF A DIM TRACK ROAD.  SET IN TOP OF A
 MB0150'SQUARE CONCRETE MONUMENT PROJECTING ABOUT 1 INCH ABOVE THE
 MB0150'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0148 ***********************************************************************
 MB0148  DESIGNATION -  GNAGI AZ MK
 MB0148  PID         -  MB0148
 MB0148  STATE/COUNTY-  PA/ERIE
 MB0148  USGS QUAD   -  EDINBORO NORTH (1977)
 MB0148
 MB0148                         *CURRENT SURVEY CONTROL
 MB0148  ___________________________________________________________________
 MB0148* NAD 83(1986)-  41 58 31.     (N)    080 09 49.     (W)     SCALED    
 MB0148* NAVD 88     -       380.276  (meters)    1247.62   (feet)  ADJUSTED  
 MB0148  ___________________________________________________________________
 MB0148  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 MB0148  DYNAMIC HT  -         380.131 (meters)    1247.15  (feet)  COMP
 MB0148  MODELED GRAV-     980,229.8   (mgal)                       NAVD 88
 MB0148
 MB0148  VERT ORDER  -  SECOND    CLASS 0
 MB0148
 MB0148.The horizontal coordinates were scaled from a topographic map and have
 MB0148.an estimated accuracy of +/- 6 seconds.
 MB0148
 MB0148.The orthometric height was determined by differential leveling
 MB0148.and adjusted by the National Geodetic Survey in June 1991..
 MB0148
 MB0148.The geoid height was determined by GEOID03.
 MB0148
 MB0148.The dynamic height is computed by dividing the NAVD 88
 MB0148.geopotential number by the normal gravity value computed on the
 MB0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0148.degrees latitude (g = 980.6199 gals.).
 MB0148
 MB0148.The modeled gravity was interpolated from observed gravity values.
 MB0148
 MB0148;                    North         East    Units  Estimated Accuracy
 MB0148;SPC PA N     -   203,650.      399,980.      MT  (+/- 180 meters Scaled)
 MB0148
 MB0148                          SUPERSEDED SURVEY CONTROL
 MB0148
 MB0148  NGVD 29 (??/??/92)  380.463  (m)         1248.24   (f) ADJ UNCH    2 0
 MB0148
 MB0148.Superseded values are not recommended for survey control.
 MB0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0148.See file dsdata.txt to determine how the superseded data were derived.
 MB0148
 MB0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG692473(NAD 83)
 MB0148_MARKER: DZ = AZIMUTH MARK DISK
 MB0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0148_STAMPING: GNAGI 1961
 MB0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0148+STABILITY: SURFACE MOTION
 MB0148
 MB0148  HISTORY     - Date     Condition        Report By
 MB0148  HISTORY     - 1961     MONUMENTED       CGS
 MB0148
 MB0148                          STATION DESCRIPTION
 MB0148
 MB0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0148'2.7 MI SW FROM MC KEAN.
 MB0148'ABOUT 0.05 MILE SOUTH ALONG STATE HIGHWAY 99 FROM THE POST OFFICE
 MB0148'IN MC KEAN, THENCE 1.05 MILE WEST ALONG BARON AND WEST ROAD,
 MB0148'THENCE 1.4 MILES SOUTH ALONG FRY ROAD, ALSO ABOUT 0.1 MILE NORTH
 MB0148'ALONG STATE HIGHWAY 99 TO THE JUNCTION OF U.S. HIGHWAY 6 NORTH,
 MB0148'FROM THE POST OFFICE IN EDINBORO, THENCE 2.0 MILES WEST ALONG
 MB0148'U.S. HIGHWAY 6N, THENCE 10.4 MILES NORTH ALONG TOWNSHIP ROAD 448,
 MB0148'31.5 FEET SOUTHEAST OF THE CENTERLINE OF CROSSROADS AND 2.0 FEET
 MB0148'NORTHWEST OF POWERLINE POLE NO. 31215 AND 2.0 FEET NORTH OF A
 MB0148'STANDARD METAL WITNESS POST AND MARKER.  SET IN TOP OF A SQUARE
 MB0148'CONCRETE MONUMENT PROJECTING ABOUT 1 INCH ABOVE THE SURFACE OF
 MB0148'THE GROUND AND ABOUT 12 INCHES ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0151 ***********************************************************************
 MB0151  DESIGNATION -  GNAGI RM 1
 MB0151  PID         -  MB0151
 MB0151  STATE/COUNTY-  PA/ERIE
 MB0151  USGS QUAD   -  EDINBORO NORTH (1977)
 MB0151
 MB0151                         *CURRENT SURVEY CONTROL
 MB0151  ___________________________________________________________________
 MB0151* NAD 83(1986)-  41 58 38.     (N)    080 09 56.     (W)     SCALED    
 MB0151* NAVD 88     -       379.745  (meters)    1245.88   (feet)  ADJUSTED  
 MB0151  ___________________________________________________________________
 MB0151  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 MB0151  DYNAMIC HT  -         379.600 (meters)    1245.40  (feet)  COMP
 MB0151  MODELED GRAV-     980,230.7   (mgal)                       NAVD 88
 MB0151
 MB0151  VERT ORDER  -  SECOND    CLASS 0
 MB0151
 MB0151.The horizontal coordinates were scaled from a topographic map and have
 MB0151.an estimated accuracy of +/- 6 seconds.
 MB0151
 MB0151.The orthometric height was determined by differential leveling
 MB0151.and adjusted by the National Geodetic Survey in June 1991..
 MB0151
 MB0151.The geoid height was determined by GEOID03.
 MB0151
 MB0151.The dynamic height is computed by dividing the NAVD 88
 MB0151.geopotential number by the normal gravity value computed on the
 MB0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0151.degrees latitude (g = 980.6199 gals.).
 MB0151
 MB0151.The modeled gravity was interpolated from observed gravity values.
 MB0151
 MB0151;                    North         East    Units  Estimated Accuracy
 MB0151;SPC PA N     -   203,870.      399,820.      MT  (+/- 180 meters Scaled)
 MB0151
 MB0151                          SUPERSEDED SURVEY CONTROL
 MB0151
 MB0151  NGVD 29 (??/??/92)  379.933  (m)         1246.50   (f) ADJ UNCH    2 0
 MB0151
 MB0151.Superseded values are not recommended for survey control.
 MB0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0151.See file dsdata.txt to determine how the superseded data were derived.
 MB0151
 MB0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG691475(NAD 83)
 MB0151_MARKER: DR = REFERENCE MARK DISK
 MB0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0151_STAMPING: GNAGI NO 1 1961
 MB0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0151+STABILITY: SURFACE MOTION
 MB0151
 MB0151  HISTORY     - Date     Condition        Report By
 MB0151  HISTORY     - 1961     MONUMENTED       CGS
 MB0151
 MB0151                          STATION DESCRIPTION
 MB0151
 MB0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0151'2.4 MI SW FROM MC KEAN.
 MB0151'ABOUT 0.05 MILE SOUTH ALONG STATE HIGHWAY 99 FROM THE POST OFFICE
 MB0151'IN MC KEAN, THENCE 1.05 MILE WEST ALONG BARON AND WEST ROAD,
 MB0151'THENCE 1.2 MILES SOUTH ALONG FRY ROAD, THENCE 300 FEET WEST ALONG
 MB0151'THE SOUTH SIDE OF AN EAST AND WEST FENCELINE, 77.4 FEET NORTHEAST
 MB0151'OF THE STATION, 70.5 FEET SOUTHEAST OF A TRIANGULAR BLAZED MAPLE
 MB0151'TREE, 9.5 FEET NORTH OF A DIM TRACK ROAD AND 2.0 FEET SOUTH OF
 MB0151'AN EAST AND WEST FENCELINE.  SET IN TOP OF A SQUARE CONCRETE
 MB0151'MONUMENT PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF THE
 MB0151'GROUND AND IS ABOUT THE SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0149 ***********************************************************************
 MB0149  DESIGNATION -  GNAGI RM 2
 MB0149  PID         -  MB0149
 MB0149  STATE/COUNTY-  PA/ERIE
 MB0149  USGS QUAD   -  EDINBORO NORTH (1977)
 MB0149
 MB0149                         *CURRENT SURVEY CONTROL
 MB0149  ___________________________________________________________________
 MB0149* NAD 83(1986)-  41 58 38.     (N)    080 09 56.     (W)     SCALED    
 MB0149* NAVD 88     -       379.697  (meters)    1245.72   (feet)  ADJUSTED  
 MB0149  ___________________________________________________________________
 MB0149  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 MB0149  DYNAMIC HT  -         379.552 (meters)    1245.25  (feet)  COMP
 MB0149  MODELED GRAV-     980,230.7   (mgal)                       NAVD 88
 MB0149
 MB0149  VERT ORDER  -  SECOND    CLASS 0
 MB0149
 MB0149.The horizontal coordinates were scaled from a topographic map and have
 MB0149.an estimated accuracy of +/- 6 seconds.
 MB0149
 MB0149.The orthometric height was determined by differential leveling
 MB0149.and adjusted by the National Geodetic Survey in June 1991..
 MB0149
 MB0149.The geoid height was determined by GEOID03.
 MB0149
 MB0149.The dynamic height is computed by dividing the NAVD 88
 MB0149.geopotential number by the normal gravity value computed on the
 MB0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0149.degrees latitude (g = 980.6199 gals.).
 MB0149
 MB0149.The modeled gravity was interpolated from observed gravity values.
 MB0149
 MB0149;                    North         East    Units  Estimated Accuracy
 MB0149;SPC PA N     -   203,870.      399,820.      MT  (+/- 180 meters Scaled)
 MB0149
 MB0149                          SUPERSEDED SURVEY CONTROL
 MB0149
 MB0149  NGVD 29 (??/??/92)  379.884  (m)         1246.34   (f) ADJ UNCH    2 0
 MB0149
 MB0149.Superseded values are not recommended for survey control.
 MB0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0149.See file dsdata.txt to determine how the superseded data were derived.
 MB0149
 MB0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG691475(NAD 83)
 MB0149_MARKER: DR = REFERENCE MARK DISK
 MB0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0149_STAMPING: GNAGI NO 2 1961
 MB0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0149+STABILITY: SURFACE MOTION
 MB0149
 MB0149  HISTORY     - Date     Condition        Report By
 MB0149  HISTORY     - 1961     MONUMENTED       CGS
 MB0149
 MB0149                          STATION DESCRIPTION
 MB0149
 MB0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0149'2.4 MI SW FROM MC KEAN.
 MB0149'ABOUT 0.05 MILE SOUTH ALONG STATE HIGHWAY 99 FROM THE POST OFFICE
 MB0149'IN MC KEAN, THENCE 1.05 MILE WEST ALONG BARON AND WEST ROAD,
 MB0149'THENCE 1.2 MILES SOUTH ALONG FRY ROAD, THENCE 300.0 FEET WEST
 MB0149'ALONG AN EAST AND WEST FENCELINE, 90.6 FEET NORTHWEST OF THE
 MB0149'STATION MARK, 45.0 FEET WEST OF A 12-INCH TRIANGULAR BLAZED MAPLE
 MB0149'TREE AND 13.3 FEET SOUTHWEST OF A 24-INCH MAPLE TREE.  SET IN
 MB0149'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 1 INCH ABOVE
 MB0149'THE SURFACE OF THE GROUND AND ABOUT THE SAME ELEVATION AS THE
 MB0149'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3142 ***********************************************************************
 KY3142  DESIGNATION -  GOAT HILL
 KY3142  PID         -  KY3142
 KY3142  STATE/COUNTY-  PA/WASHINGTON
 KY3142  USGS QUAD   -  WASHINGTON WEST (1969)
 KY3142
 KY3142                         *CURRENT SURVEY CONTROL
 KY3142  ___________________________________________________________________
 KY3142* NAD 83(1992)-  40 10 53.37527(N)    080 16 09.83688(W)     ADJUSTED  
 KY3142* NAVD 88     -       322.9    (meters)    1059.     (feet)  VERTCON   
 KY3142  ___________________________________________________________________
 KY3142  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 KY3142  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 KY3142
 KY3142  HORZ ORDER  -  SECOND
 KY3142
 KY3142.The horizontal coordinates were established by classical geodetic methods
 KY3142.and adjusted by the National Geodetic Survey in June 2002..
 KY3142
 KY3142.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3142
 KY3142.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3142
 KY3142.The geoid height was determined by GEOID03.
 KY3142
 KY3142;                    North         East     Units Scale Factor Converg.
 KY3142;SPC PA S     -    97,235.442   385,464.900   MT  0.99997048   -1 38 04.4
 KY3142;SPC PA S     -   319,013.28  1,264,646.09   sFT  0.99997048   -1 38 04.4
 KY3142;UTM  17      - 4,448,157.370   562,198.734   MT  0.99964762   +0 28 17.1
 KY3142
 KY3142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3142!SPC PA S     -   0.99995464  x   0.99997048  =   0.99992512
 KY3142!UTM  17      -   0.99995464  x   0.99964762  =   0.99960228
 KY3142
 KY3142|---------------------------------------------------------------------|
 KY3142| PID    Reference Object                     Distance      Geod. Az  |
 KY3142|                                                           dddmmss.s |
 KY3142| CX4593 GOAT HILL RM 1                        8.799 METERS 08247     |
 KY3142| KY3131 WASHINGTON CO COURTHOUSE DOME       APPROX. 2.4 KM 1212820.1 |
 KY3142| KY3145 WASHINGTON TYGART VAL GLASS TK      282.339 METERS 17349     |
 KY3142| CX4594 GOAT HILL RM 2                       10.096 METERS 18853     |
 KY3142| KY3143 WASHINGTON FINDLEY REFRACT TK       APPROX. 1.0 KM 2070058.7 |
 KY3142|---------------------------------------------------------------------|
 KY3142
 KY3142                          SUPERSEDED SURVEY CONTROL
 KY3142
 KY3142  NAD 83(1995)-  40 10 53.37521(N)    080 16 09.83663(W) AD(       ) 2
 KY3142  NAD 83(1986)-  40 10 53.37986(N)    080 16 09.84527(W) AD(       ) 2
 KY3142  NAD 27      -  40 10 53.11990(N)    080 16 10.63180(W) AD(       ) 2
 KY3142  NGVD 29 (07/19/86)  323.0    (m)         1060.     (f) VERT ANG       
 KY3142
 KY3142.Superseded values are not recommended for survey control.
 KY3142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3142.See file dsdata.txt to determine how the superseded data were derived.
 KY3142
 KY3142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE6219948157(NAD 83)
 KY3142_MARKER: DS = TRIANGULATION STATION DISK
 KY3142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3142
 KY3142  HISTORY     - Date     Condition        Report By
 KY3142  HISTORY     - 1960     MONUMENTED       CGS
 KY3142
 KY3142                          STATION DESCRIPTION
 KY3142
 KY3142'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KY3142'THE STATION IS LOCATED IN CANTON TOWNSHIP IN WEST WASHINGTON, ON
 KY3142'THE SOUTH SIDE OF AN ALLEY ON TOWNSHIP PROPERTY.  IT IS 54.2 FEET
 KY3142'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A TWO-STORY FRAME
 KY3142'HOUSE, 40.8 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A
 KY3142'ONE-STORY STUCCO HOUSE, 25.9 FEET WEST-NORTHWEST OF A POWERLINE
 KY3142'POLE, 6.0 FEET NORTHWEST OF TELEPHONE POLE NO 115-2 AND 4.0 FEET
 KY3142'NORTHWEST OF A STANDARD METAL WITNESS POST AND MARKER.
 KY3142'
 KY3142'TO REACH THE STATION FROM THE INTERSECTION OF JEFFERSON AND WYLIE
 KY3142'AVENUE IN WEST WASHINGTON.  GO WEST ON WYLIE AVENUE FOR 0.26 MILE
 KY3142'TO A RAILROAD CROSSING AND A FORK.  CROSS RAILROAD AND TAKE THE
 KY3142'RIGHT HAND FORK AND GO WEST-NORTHWEST, UPHILL, ON A MACADAM STREET
 KY3142'FOR 0.2 MILE TO A CROSS STREET.  TURN RIGHT AND GO NORTH ON A
 KY3142'MACADAM STREET FOR 0.05 MILE TO A T-STREET INTERSECTION.  TURN
 KY3142'RIGHT AND GO EAST ON A MACADAM STREET.  DOWNHILL FOR 0.12 MILE TO
 KY3142'A POINT WHERE THE STREET TURNS LEFT, NORTH, AND A GRAVELED ALLEY.
 KY3142'CONTINUE EAST ON A GRAVELED ALLEY FOR 0.03 MILE TO TELEPHONE POLE
 KY3142'NO 115-2, A STANDARD METAL WITNESS POST AND MARKER AND THE
 KY3142'STATION ON THE RIGHT, SOUTH, SIDE OF THE ALLEY.
 KY3142'
 KY3142'THE STATION MARK, A STANDARD DISK STAMPED GOAT HILL 1959, IS SET
 KY3142'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3
 KY3142'INCHES ABOVE THE SURFACE OF THE GROUND.
 KY3142'
 KY3142'REFERENCE MARK 1, A STANDARD DISK STAMPED GOAT HILL NO 1 1959, IS
 KY3142'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 KY3142'THE SURFACE OF THE GROUND.  IT IS 26.6 FEET EAST-NORTHEAST OF A
 KY3142'STANDARD METAL WITNESS POST AND MARKER, 24.6 FEET EAST-NORTHEAST
 KY3142'OF TELEPHONE POLE NO 115-2, 11.8 FEET NORTH-NORTHEAST OF A
 KY3142'POWERLINE POLE AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 KY3142'
 KY3142'REFERENCE MARK 2, A STANDARD DISK STAMPED GOAT HILL NO 2 1959, IS
 KY3142'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 KY3142'1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 31.6 FEET
 KY3142'SOUTH-SOUTHWEST OF A STANDARD METAL WITNESS POST AND MARKER, 30.9
 KY3142'FEET SOUTH-SOUTHWEST OF TELEPHONE POLE NO 115-2 AND IS ABOUT 4.6
 KY3142'FEET LOWER THAN THE STATION.
 KY3142'
 KY3142'AN AZIMUTH MARK WAS NOT ESTABISHED FOR THIS STATION.
 KY3142'TRIANGULATION STATION THOMPSON OR THE WATER TANK MAY BE USED AS AN
 KY3142'AZIMUTH MARK.
 KY3142'
 KY3142'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ2031 ***********************************************************************
 LZ2031  DESIGNATION -  GOBBLER
 LZ2031  PID         -  LZ2031
 LZ2031  STATE/COUNTY-  PA/TIOGA
 LZ2031  USGS QUAD   -  ROSEVILLE (1969)
 LZ2031
 LZ2031                         *CURRENT SURVEY CONTROL
 LZ2031  ___________________________________________________________________
 LZ2031* NAD 83(1992)-  41 48 10.75907(N)    076 54 04.74954(W)     ADJUSTED  
 LZ2031* NAVD 88     -       576.4    (meters)    1891.     (feet)  VERTCON   
 LZ2031  ___________________________________________________________________
 LZ2031  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 LZ2031  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 LZ2031
 LZ2031  HORZ ORDER  -  SECOND
 LZ2031
 LZ2031.The horizontal coordinates were established by classical geodetic methods
 LZ2031.and adjusted by the National Geodetic Survey in June 2002..
 LZ2031
 LZ2031.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ2031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ2031
 LZ2031.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ2031
 LZ2031.The geoid height was determined by GEOID03.
 LZ2031
 LZ2031;                    North         East     Units Scale Factor Converg.
 LZ2031;SPC PA N     -   182,068.453   670,527.731   MT  0.99997944   +0 33 41.2
 LZ2031;SPC PA N     -   597,336.25  2,199,889.73   sFT  0.99997944   +0 33 41.2
 LZ2031;UTM  18      - 4,629,649.907   342,049.207   MT  0.99990701   -1 16 03.5
 LZ2031
 LZ2031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ2031!SPC PA N     -   0.99991471  x   0.99997944  =   0.99989415
 LZ2031!UTM  18      -   0.99991471  x   0.99990701  =   0.99982173
 LZ2031
 LZ2031|---------------------------------------------------------------------|
 LZ2031| PID    Reference Object                     Distance      Geod. Az  |
 LZ2031|                                                           dddmmss.s |
 LZ2031| CB3433 GOBBLER RM 1                          9.306 METERS 17913     |
 LZ2031| CB3434 GOBBLER RM 2                          7.203 METERS 27839     |
 LZ2031| CB3432 GOBBLER AZ MK                                      2822432.1 |
 LZ2031|---------------------------------------------------------------------|
 LZ2031
 LZ2031                          SUPERSEDED SURVEY CONTROL
 LZ2031
 LZ2031  NAD 83(1996)-  41 48 10.75802(N)    076 54 04.74999(W) AD(       ) 2
 LZ2031  NAD 83(1986)-  41 48 10.76004(N)    076 54 04.74485(W) AD(       ) 2
 LZ2031  NAD 27      -  41 48 10.49231(N)    076 54 05.88707(W) AD(       ) 2
 LZ2031  NGVD 29 (07/19/86)  576.5    (m)         1891.     (f) VERT ANG       
 LZ2031
 LZ2031.Superseded values are not recommended for survey control.
 LZ2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ2031.See file dsdata.txt to determine how the superseded data were derived.
 LZ2031
 LZ2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM4204929650(NAD 83)
 LZ2031_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ2031
 LZ2031  HISTORY     - Date     Condition        Report By
 LZ2031  HISTORY     - 1968     MONUMENTED       CGS
 LZ2031
 LZ2031                          STATION DESCRIPTION
 LZ2031
 LZ2031'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (WMJ)
 LZ2031'THE STATION IS LOCATED ABOUT 5 MILES EAST OF MAINESBURG, 2.5 MILES
 LZ2031'WEST OF SYLVANIA AND 400 FEET WEST OF THE BRADFORD-TIOGA
 LZ2031'COUNTY LINE.  IT IS IN A NORTH-SOUTH TREE LINE ON PROPERTY OWNED BY
 LZ2031'MR. A. C. WORDEN.
 LZ2031'
 LZ2031'TO REACH THE STATION FROM THE POST OFFICE IN MAINESBURG, GO EAST ON
 LZ2031'U.S. HIGHWAY 6 FOR 3.4 MILES TO A CROSSROAD, CONTINUE EAST ON
 LZ2031'U.S. HIGHWAY 6 FOR 0.7 MILE TO A SIDE ROAD ON THE RIGHT, CONTINUE
 LZ2031'EAST ON U.S. HIGHWAY 6 FOR 1.0 MILE TO A SIDE ROAD ON THE
 LZ2031'RIGHT, TURN RIGHT AND GO SOUTHEAST ON THE GRAVELED ROAD FOR 0.2 MILE
 LZ2031'TO A CROSSROAD AND THE AZIMUTH MARK ON THE LEFT, CONTINUE EAST
 LZ2031'ON THE GRAVELED ROAD FOR 0.1 MILE TO A HOUSE ON THE LEFT, CONTINUE
 LZ2031'EAST ON A FARM ROAD FOR 0.25 MILE TO A NORTH-SOUTH TREE LINE,
 LZ2031'TURN RIGHT AND GO SOUTH ALONG THE EAST SIDE OF TREE LINE FOR 0.1
 LZ2031'MILE TO THE STATION ON THE RIGHT.
 LZ2031'
 LZ2031'THE STATION MARK IS 13 FEET SOUTH-SOUTHEAST OF A TRIANGULAR BLAZED
 LZ2031'ELM TREE AND 2.8 FEET SOUTHEAST OF A METAL WITNESS POST.
 LZ2031'THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 LZ2031'PROJECTING 3 INCHES AND IS STAMPED GOBBLER 1968.
 LZ2031'
 LZ2031'REFERENCE MARK NO. 1 IS 43 FEET SOUTH OF THE TRIANGULAR BLAZED TREE
 LZ2031'AND 32.4 FEET SOUTH OF THE METAL WITNESS POST.  THE MARK IS A
 LZ2031'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 1
 LZ2031'INCH AND IS STAMPED GOBBLER NO 1 1968.
 LZ2031'
 LZ2031'REFERENCE MARK NO. 2 IS 21.7 FEET WEST OF THE METAL WITNESS POST AND
 LZ2031'20 FEET SOUTHWEST OF THE TRIANGULAR BLAZED TREE.  THE MARK
 LZ2031'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A 4 BY 5 FOOT BOULDER
 LZ2031'FLUSH WITH THE GROUND AND IS STAMPED GOBBLER NO 2 1968.
 LZ2031'
 LZ2031'THE AZIMUTH MARK IS 42 FEET NORTH OF THE APPROXIMATE CENTER OF A
 LZ2031'GRAVELED ROAD, 21 FEET WEST OF THE APPROXIMATE
 LZ2031'CENTER OF ANOTHER GRAVELED ROAD, 8 FEET NORTHWEST OF A 36-INCH ELM
 LZ2031'TREE AND 2.3 FEET SOUTH OF A METAL WITNESS POST.  THE MARK IS
 LZ2031'A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 4
 LZ2031'INCHES AND IS STAMPED GOBBLER 1968.
 LZ2031'
 LZ2031'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2236 ***********************************************************************
 MA2236  DESIGNATION -  GOETZ
 MA2236  PID         -  MA2236
 MA2236  STATE/COUNTY-  PA/ELK
 MA2236  USGS QUAD   -  RATHBUN (1986)
 MA2236
 MA2236                         *CURRENT SURVEY CONTROL
 MA2236  ___________________________________________________________________
 MA2236* NAD 83(1992)-  41 26 53.75646(N)    078 26 53.61095(W)     ADJUSTED  
 MA2236* NAVD 88     -       618.5    (meters)    2029.     (feet)  VERTCON   
 MA2236  ___________________________________________________________________
 MA2236  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 MA2236  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 MA2236
 MA2236  HORZ ORDER  -  THIRD
 MA2236
 MA2236.The horizontal coordinates were established by classical geodetic methods
 MA2236.and adjusted by the National Geodetic Survey in June 2002..
 MA2236
 MA2236.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2236
 MA2236.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2236
 MA2236.The geoid height was determined by GEOID03.
 MA2236
 MA2236;                    North         East     Units Scale Factor Converg.
 MA2236;SPC PA N     -   142,561.787   541,657.634   MT  0.99995698   -0 27 42.9
 MA2236;SPC PA N     -   467,721.46  1,777,088.42   sFT  0.99995698   -0 27 42.9
 MA2236;UTM  17      - 4,591,663.880   713,156.442   MT  1.00015919   +1 41 23.2
 MA2236
 MA2236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2236!SPC PA N     -   0.99990799  x   0.99995698  =   0.99986497
 MA2236!UTM  17      -   0.99990799  x   1.00015919  =   1.00006716
 MA2236
 MA2236:                Primary Azimuth Mark                     Grid Az
 MA2236:SPC PA N     -  GOETZ AZ MK                              058 50 07.2
 MA2236:UTM  17      -  GOETZ AZ MK                              056 41 01.1
 MA2236
 MA2236|---------------------------------------------------------------------|
 MA2236| PID    Reference Object                     Distance      Geod. Az  |
 MA2236|                                                           dddmmss.s |
 MA2236| CJ9877 GOETZ AZ MK                                        0582224.3 |
 MA2236| MA2242 RED HILL RELAY TOWER                APPROX.12.9 KM 2133126.8 |
 MA2236| CJ9879 GOETZ RM 2                            6.184 METERS 22103     |
 MA2236| CJ9878 GOETZ RM 1                            9.487 METERS 34425     |
 MA2236|---------------------------------------------------------------------|
 MA2236
 MA2236                          SUPERSEDED SURVEY CONTROL
 MA2236
 MA2236  NAD 83(1986)-  41 26 53.75824(N)    078 26 53.60971(W) AD(       ) 3
 MA2236  NAD 27      -  41 26 53.53890(N)    078 26 54.54797(W) AD(       ) 3
 MA2236  NGVD 29 (07/19/86)  618.6    (m)         2030.     (f) VERT ANG       
 MA2236
 MA2236.Superseded values are not recommended for survey control.
 MA2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2236.See file dsdata.txt to determine how the superseded data were derived.
 MA2236
 MA2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF1315691664(NAD 83)
 MA2236_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2236
 MA2236  HISTORY     - Date     Condition        Report By
 MA2236  HISTORY     - 1968     MONUMENTED       CGS
 MA2236
 MA2236                          STATION DESCRIPTION
 MA2236
 MA2236'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA2236'THE STATION IS LOCATED ABOUT 12 MILES WEST-SOUTHWEST OF EMPORIUM, 6
 MA2236'MILES EAST-NORTHEAST OF ST. MARYS AND 0.05 MILE SOUTH OF U.S.
 MA2236'HIGHWAY 120.  IT IS IN A CLEARED FIELD ON PROPERTY OWNED BY MR. F. L.
 MA2236'HULLIHEN.
 MA2236'
 MA2236'TO REACH THE STATION FROM THE POST OFFICE IN ST. MARYS, GO EAST ON
 MA2236'U.S. HIGHWAY 120 FOR 6.5 MILES TO THE SUMMIT OF GOETZ SUMMIT
 MA2236'AND SIGN ON LEFT GOETZ SUMMIT, ALLEGHENY MOUNTAINS AND A TRACK ROAD
 MA2236'ON THE RIGHT, (TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE
 MA2236'EAST ON U.S. HIGHWAY 120 FOR 0.25 MILE TO THE MARK ON THE RIGHT),
 MA2236'TURN RIGHT AND GO SOUTH ON THE TRACK ROAD FOR 0.05 MILE TO THE
 MA2236'STATION ON THE LEFT.
 MA2236'
 MA2236'THE STATION MARK IS 166 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 MA2236'OF A HOUSE TRAILER, 33 FEET SOUTH OF A TELEPHONE POLE, 22 FEET
 MA2236'NORTHEAST OF POWERLINE POLE NO. 4/8 AND 9 FEET EAST OF THE
 MA2236'APPROXIMATE CENTER OF THE TRACK ROAD.  THE MARK IS A STANDARD DISK
 MA2236'SET IN THE TOP OF A SQUARE CONCRETE POST SET 14 INCHES UNDERGROUND
 MA2236'AND IS STAMPED GOETZ 1968.
 MA2236'
 MA2236'REFERENCE MARK NO. 1 IS 48 FEET NORTH-NORTHEAST OF POWERLINE POLE NO.
 MA2236'4/8, 8 FEET EAST OF THE APPROXIMATE CENTER OF THE TRACK ROAD AND 2
 MA2236'FEET SOUTH OF A TELEPHONE POLE.  THE MARK IS A STANDARD DISK SET IN
 MA2236'THE TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES AND IS
 MA2236'STAMPED GOETZ NO 1 1968.
 MA2236'
 MA2236'REFERENCE MARK NO. 2 IS 47 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE,
 MA2236'8 FEET WEST OF THE APPROXIMATE CENTER OF THE TRACK ROAD AND 2 FEET
 MA2236'NORTH OF POWERLINE POLE NO. 4/8.  THE MARK IS A STANDARD DISK SET IN
 MA2236'THE TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES AND IS
 MA2236'STAMPED GOETZ NO 2 1968.
 MA2236'
 MA2236'THE AZIMUTH MARK IS 27 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF U.S.
 MA2236'HIGHWAY 120, 15 FEET NORTH-NORTHWEST OF TELEPHONE POLE NO. 269, 2.7
 MA2236'FEET WEST-SOUTHWEST OF POWERLINE POLE NO. 4/13 AND 1.9 FEET EAST OF A
 MA2236'METAL WITNESS POST.  THE MARK IS A STANDARD DISK SET IN THE TOP OF
 MA2236'A SQUARE CONCRETE POST PROJECTING 4 INCHES AND IS STAMPED GOETZ 1968.
 MA2236'
 MA2236'NOTE- REFERENCE MARKS AND AZIMUTH MARK ARE PAINTED YELLOW.
 MA2236'
 MA2236'HEIGHT OF LIGHT ABOVE STATION MARK 2.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3094 ***********************************************************************
 KW3094  DESIGNATION -  GOLDSBORO
 KW3094  PID         -  KW3094
 KW3094  STATE/COUNTY-  PA/YORK
 KW3094  USGS QUAD   -  STEELTON (1987)
 KW3094
 KW3094                         *CURRENT SURVEY CONTROL
 KW3094  ___________________________________________________________________
 KW3094* NAD 83(1992)-  40 10 18.78003(N)    076 45 51.72082(W)     ADJUSTED  
 KW3094* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 KW3094  ___________________________________________________________________
 KW3094  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 KW3094  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 KW3094
 KW3094  HORZ ORDER  -  SECOND
 KW3094
 KW3094.The horizontal coordinates were established by classical geodetic methods
 KW3094.and adjusted by the National Geodetic Survey in June 2002..
 KW3094
 KW3094.The orthometric height was scaled from a topographic map.
 KW3094
 KW3094.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3094
 KW3094.The geoid height was determined by GEOID03.
 KW3094
 KW3094;                    North         East     Units Scale Factor Converg.
 KW3094;SPC PA S     -    93,576.511   683,951.444   MT  0.99997128   +0 38 22.1
 KW3094;SPC PA S     -   307,008.94  2,243,930.70   sFT  0.99997128   +0 38 22.1
 KW3094;UTM  18      - 4,448,327.281   349,768.436   MT  0.99987784   -1 08 18.2
 KW3094
 KW3094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3094!SPC PA S     -   0.99998110  x   0.99997128  =   0.99995238
 KW3094!UTM  18      -   0.99998110  x   0.99987784  =   0.99985894
 KW3094
 KW3094|---------------------------------------------------------------------|
 KW3094| PID    Reference Object                     Distance      Geod. Az  |
 KW3094|                                                           dddmmss.s |
 KW3094| CB3441 GOLDSBORO RM 1                       18.980 METERS 02858     |
 KW3094| KW3089 COLUMBUS PHILA AIRWAY BCN 34 A      APPROX.11.9 KM 0940146.8 |
 KW3094| CB3442 GOLDSBORO RM 2                       10.235 METERS 12346     |
 KW3094| KW3092 FROGTOWN AIRWAY BEACON              APPROX. 9.0 KM 2841403.2 |
 KW3094| CB3440 GOLDSBORO AZ MK                                    3210602.3 |
 KW3094|---------------------------------------------------------------------|
 KW3094
 KW3094                          SUPERSEDED SURVEY CONTROL
 KW3094
 KW3094  NAD 83(1986)-  40 10 18.77395(N)    076 45 51.72213(W) AD(       ) 2
 KW3094  NAD 27      -  40 10 18.44300(N)    076 45 52.82400(W) AD(       ) 2
 KW3094
 KW3094.Superseded values are not recommended for survey control.
 KW3094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3094.See file dsdata.txt to determine how the superseded data were derived.
 KW3094
 KW3094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK4976848327(NAD 83)
 KW3094_MARKER: DS = TRIANGULATION STATION DISK
 KW3094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3094_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW3094+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2005
 KW3094
 KW3094  HISTORY     - Date     Condition        Report By
 KW3094  HISTORY     - 1942     MONUMENTED       CGS
 KW3094  HISTORY     - 1961     GOOD             CGS
 KW3094  HISTORY     - 1967     GOOD             CGS
 KW3094  HISTORY     - 1976     GOOD             NGS
 KW3094  HISTORY     - 19990321 GOOD             USPSQD
 KW3094  HISTORY     - 20030412 GOOD             USPSQD
 KW3094  HISTORY     - 20051125 GOOD             USPSQD
 KW3094
 KW3094                          STATION DESCRIPTION
 KW3094
 KW3094'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW3094'STATION IS ABOUT 1.5 MILES NNW OF GOLDSBORO, ABOUT 6.5 MILES SE OF
 KW3094'NEW CUMBERLAND, ABOUT 0.5 MILE S OF THE SUSQUEHANNA RIVER ON THE
 KW3094'PROPERTY OF MR. H.E. MYERS.  MARK IS 2 FEET S OF THE WIRE FENCE ON
 KW3094'THE S SIDE OF THE CEMETERY, 69.4 FEET W OF A 24-INCH
 KW3094'TRIANGULAR-BLAZED CHERRY TREE, 140 FEET SW OF THE INTERSECTION OF
 KW3094'STATE ROUTE 920 AND A DIRT ROAD E ON THE N SIDE OF CEMETERY ACROSS
 KW3094'THE ROAD FROM THE STATION.  MARK IS STAMPED GOLDSBORO 1942 AND SET
 KW3094'FLUSH WITH THE GROUND.
 KW3094'
 KW3094'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KW3094'BRONZE DISKS SET IN CONCRETE.
 KW3094'
 KW3094'REFERENCE MARK NO. 1 IS 24 FEET W OF THE CENTER LINE OF STATE ROUTE
 KW3094'920, 5 FEET W OF THE NE CORNER OF A WIRE FENCE AROUND THE
 KW3094'CEMETERY, AND 1 FOOT N OF THE CEMETERY FENCE.  MARK IS STAMPED
 KW3094'GOLDSBORO NO. 1 1942, AND IS SET FLUSH WITH THE GROUND.
 KW3094'
 KW3094'REFERENCE MARK NO. 2 IS 18 FEET WSW OF THE CENTER LINE OF STATE ROUTE
 KW3094'920 AND 24 FEET SE OF THE SE CORNER OF CEMETERY FENCE AT THE E
 KW3094'EDGE OF A CULTIVATED FIELD.  MARK IS STAMPED GOLDSBORO NO. 2 1942 AND
 KW3094'IS SET FLUSH WITH THE GROUND.
 KW3094'
 KW3094'AZIMUTH MARK IS 4 FEET W OF POLE NO. ME 897 NB, 18 FEET E OF THE
 KW3094'CENTER LINE OF STATE ROUTE 920, 1 FOOT NW OF A WIRE FENCE ON TOP
 KW3094'OF A SMALL RISE OF GROUND OPPOSITE A SMALL WHITE FRAME HOUSE.  MARK
 KW3094'IS STAMPED GOLDSBORO 1942, AND PROJECTS ABOUT 4 INCHES.
 KW3094'
 KW3094'TO REACH THE STATION FROM THE SE EDGE OF NEW CUMBERLAND AT THE BRIDGE
 KW3094'OVER YELLOW BREECHES CREEK ON ROUTE U.S. HIGHWAY 111 GO SE ON U.S.
 KW3094'HIGHWAY 111 FOR 4.2 MILES TO JUNCTION WITH STATE ROUTE 920, TURN LEFT
 KW3094'ON HIGHWAY 920 AND GO 3.2 MILES TO AZIMUTH MARK ON THE RIGHT,
 KW3094'CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO STATION ON THE RIGHT JUST S
 KW3094'OF THE SMALL CEMETERY.
 KW3094
 KW3094                          STATION RECOVERY (1961)
 KW3094
 KW3094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WM)
 KW3094'NO DESCRIPTION FURNISHED.  STATION IN GOOD CONDITION.
 KW3094
 KW3094                          STATION RECOVERY (1967)
 KW3094
 KW3094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLM)
 KW3094'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  THE
 KW3094'1942 DESCRIPTION IS ADEQUATE WITH THE EXCEPTION THAT STATE ROUTE 111
 KW3094'IN PREVIOUS DESCRIPTION IS NOW CALLED THE SUSQUEHANNA TRAIL AND THE
 KW3094'STATE ROUTE 920 IN PREVIOUS DESCRIPTION IS NOW STATE ROUTE
 KW3094'262.
 KW3094'
 KW3094'RM 1 WAS RECOVERED IN GOOD CONDITION.
 KW3094'
 KW3094'RM 2 WAS RECOVERED BUT IT HAS BEEN TIPPED AND THE REFERENCE
 KW3094'MEASUREMENT DOES NOT CHECK.  THE AZIMUTH MARK WAS NOT VISITED.
 KW3094'
 KW3094'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-1.5 MILES NNW OF
 KW3094'GOLDSBORO.
 KW3094
 KW3094                          STATION RECOVERY (1976)
 KW3094
 KW3094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JWB)
 KW3094'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.
 KW3094'
 KW3094'AZIMUTH MARK NOT SEARCHED FOR.
 KW3094'
 KW3094'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES NNW OF
 KW3094'GOLDSBORO.
 KW3094
 KW3094                          STATION RECOVERY (1999)
 KW3094
 KW3094'RECOVERY NOTE BY US POWER SQUADRON 1999
 KW3094'RECOVERED IN GOOD CONDITION.
 KW3094
 KW3094                          STATION RECOVERY (2003)
 KW3094
 KW3094'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPP)
 KW3094'RECOVERED IN GOOD CONDITION.
 KW3094
 KW3094                          STATION RECOVERY (2005)
 KW3094
 KW3094'RECOVERY NOTE BY US POWER SQUADRON 2005 (CGM)
 KW3094'AZIMUTH MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2148 ***********************************************************************
 KW2148  DESIGNATION -  GOOD
 KW2148  PID         -  KW2148
 KW2148  STATE/COUNTY-  PA/CUMBERLAND
 KW2148  USGS QUAD   -  WALNUT BOTTOM (1977)
 KW2148
 KW2148                         *CURRENT SURVEY CONTROL
 KW2148  ___________________________________________________________________
 KW2148* NAD 83(1992)-  40 04 08.80252(N)    077 27 20.49304(W)     ADJUSTED  
 KW2148* NAVD 88     -       252.822  (meters)     829.47   (feet)  ADJUSTED  
 KW2148  ___________________________________________________________________
 KW2148  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 KW2148  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KW2148  DYNAMIC HT  -         252.680 (meters)     829.00  (feet)  COMP
 KW2148  MODELED GRAV-     980,059.4   (mgal)                       NAVD 88
 KW2148
 KW2148  HORZ ORDER  -  FIRST
 KW2148  VERT ORDER  -  FIRST     CLASS II
 KW2148
 KW2148.The horizontal coordinates were established by classical geodetic methods
 KW2148.and adjusted by the National Geodetic Survey in June 2002..
 KW2148
 KW2148.The orthometric height was determined by differential leveling
 KW2148.and adjusted by the National Geodetic Survey in June 1991..
 KW2148
 KW2148.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2148
 KW2148.The geoid height was determined by GEOID03.
 KW2148
 KW2148.The dynamic height is computed by dividing the NAVD 88
 KW2148.geopotential number by the normal gravity value computed on the
 KW2148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2148.degrees latitude (g = 980.6199 gals.).
 KW2148
 KW2148.The modeled gravity was interpolated from observed gravity values.
 KW2148
 KW2148;                    North         East     Units Scale Factor Converg.
 KW2148;SPC PA S     -    81,738.689   625,106.186   MT  0.99998155   +0 11 27.4
 KW2148;SPC PA S     -   268,171.02  2,050,869.21   sFT  0.99998155   +0 11 27.4
 KW2148;UTM  18      - 4,438,317.810   290,583.192   MT  1.00013991   -1 34 52.8
 KW2148
 KW2148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2148!SPC PA S     -   0.99996571  x   0.99998155  =   0.99994726
 KW2148!UTM  18      -   0.99996571  x   1.00013991  =   1.00010562
 KW2148
 KW2148:                Primary Azimuth Mark                     Grid Az
 KW2148:SPC PA S     -  NEWVILLE MUNICIPAL TANK                  027 43 49.6
 KW2148:UTM  18      -  NEWVILLE MUNICIPAL TANK                  029 30 09.8
 KW2148
 KW2148|---------------------------------------------------------------------|
 KW2148| PID    Reference Object                     Distance      Geod. Az  |
 KW2148|                                                           dddmmss.s |
 KW2148| KW2854 NEWVILLE MUNICIPAL TANK             APPROX.13.1 KM 0275517.0 |
 KW2148| KW2853 WALNUT BOTTOM FIRST EVAN CH         APPROX. 5.3 KM 0610203.1 |
 KW2148| KW2149 GOOD RM 2                            26.999 METERS 06903     |
 KW2148| KW2827 MT HOLLY SPRINGS WEST UN MAST       APPROX.21.4 KM 0813358.8 |
 KW2148| CJ9882 GOOD RM 3                            32.942 METERS 19257     |
 KW2148| KW2150 GOOD AZ MK                                         2272949.3 |
 KW2148| CJ9880 GOOD AZ MK 2                                       2292421.2 |
 KW2148| KW2879 PENNSYLVANIA STATE AWY BCN 28       APPROX. 8.2 KM 2352248.5 |
 KW2148| KW2885 SHIPPENSBURG MEMORIAL LUTH CH       APPROX. 5.7 KM 2474935.6 |
 KW2148| KW2881 SHIPPENSBURG PEERLESS FURN TK       APPROX. 7.3 KM 2480938.8 |
 KW2148| KW2884 SHIPPENSBURG SQUARE STACK           APPROX. 5.5 KM 2571433.7 |
 KW2148| KW2882 SHIPPENSBURG NORMAL SCH DOME        APPROX. 5.8 KM 2573400.2 |
 KW2148| CJ9881 GOOD RM 1                            13.880 METERS 34350     |
 KW2148|---------------------------------------------------------------------|
 KW2148
 KW2148                          SUPERSEDED SURVEY CONTROL
 KW2148
 KW2148  NAD 83(1995)-  40 04 08.79983(N)    077 27 20.49563(W) AD(       ) 1
 KW2148  NAD 83(1986)-  40 04 08.80007(N)    077 27 20.49732(W) AD(       ) 1
 KW2148  NAD 27      -  40 04 08.47800(N)    077 27 21.55000(W) AD(       ) 1
 KW2148  NGVD 29 (??/??/??)  253.023  (m)          830.13   (f) ADJUSTED    1 2
 KW2148
 KW2148.Superseded values are not recommended for survey control.
 KW2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2148.See file dsdata.txt to determine how the superseded data were derived.
 KW2148
 KW2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK9058338318(NAD 83)
 KW2148_MARKER: DS = TRIANGULATION STATION DISK
 KW2148_SETTING: 66 = SET IN ROCK OUTCROP
 KW2148_SP_SET: ROCK OUTCROP
 KW2148_STAMPING: GOOD 1935
 KW2148_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW2148+STABILITY: POSITION/ELEVATION WELL
 KW2148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2148+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2004
 KW2148
 KW2148  HISTORY     - Date     Condition        Report By
 KW2148  HISTORY     - 1935     MONUMENTED       CGS
 KW2148  HISTORY     - 1942     GOOD             CGS
 KW2148  HISTORY     - 1952     GOOD             AMS
 KW2148  HISTORY     - 1960     GOOD             CGS
 KW2148  HISTORY     - 1960     GOOD             CGS
 KW2148  HISTORY     - 1979     GOOD             NGS
 KW2148  HISTORY     - 20041110 GOOD             INDIV
 KW2148
 KW2148                          STATION DESCRIPTION
 KW2148
 KW2148'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KW2148'THIS STATION IS ON PROPERTY OF MR. CARL GOODHART, ON NW SIDE OF U.S.
 KW2148'ROUTE 11, JUST N OF NEWTON-SOUTHAMPTON TOWNSHIP LINE.  IT IS ON
 KW2148'THE TOP OF A ROCKY KNOLL IN PASTURE ABOUT 0.1 MILE N OF TENANT HOUSE.
 KW2148'STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN LARGE ROCK
 KW2148'OUTCROP IN APPROXIMATE CENTER OF KNOLL.
 KW2148'
 KW2148'REFERENCE MARK NO. 1 IS 13.880 METERS (45.53 FEET) N BY W OF STATION.
 KW2148'IT IS A STANDARD DISK SET IN A DRILL HOLE IN ROCK OUTCROP.
 KW2148'
 KW2148'REFERENCE MARK NO. 2 IS 27.127 METERS (89.00 FEET) E BY N OF STATION.
 KW2148'IT IS A STANDARD DISK SET IN A DRILL HOLE IN ROCK OUTCROP.
 KW2148'
 KW2148'AZIMUTH MARK IS ABOUT 1/4 MILE SW OF STATION, 6 PACES SE OF CENTER OF
 KW2148'U.S. ROUTE 11, 8 FEET NW OF FENCE, ACROSS ROAD FROM HOME OF MR.
 KW2148'CARL GOODHART.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN SMALL
 KW2148'ROCK OUTCROP IN EDGE OF ROAD.
 KW2148'
 KW2148'THE DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS
 KW2148'26.355 METERS (96.31 FEET).
 KW2148'
 KW2148'A 77-FOOT TOWER WAS USED.
 KW2148
 KW2148                          STATION RECOVERY (1942)
 KW2148
 KW2148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW2148'STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 KW2148'CONDITION.  THE AZIMUTH MARK AND REFERENCE MARK NO. 1 HAVE BEEN
 KW2148'DESTROYED.  A NEW AZIMUTH MARK AND REFERENCE MARK NO. 3 WERE
 KW2148'ESTABLISHED.
 KW2148'
 KW2148'STATION IS ON PROPERTY OF MR. CARL GOODHART, ON NW SIDE OF STATE
 KW2148'HIGHWAY 33, JUST N OF NEWTON-SOUTHAMPTON TOWNSHIP LINE.  IT IS
 KW2148'ON THE TOP OF A ROCKY KNOLL IN PASTURE ABOUT 0.1 MILE N OF TENANT
 KW2148'HOUSE.  STATION MARK IS SET IN LARGE ROCK OUTCROP IN APPROXMATE
 KW2148'CENTER OF KNOLL.
 KW2148'
 KW2148'REFERENCE MARK NO. 2 IS SET FLUSH IN BEDROCK 8 BY 8 FEET LEVEL WITH
 KW2148'HIGHER GROUND, 89.04 FEET NE OF STATION, AND IS ABOUT 15 FEET
 KW2148'LOWER THAN STATION.
 KW2148'
 KW2148'REFERENCE MARK NO. 3 IS SET FLUSH IN BEDROCK 4 FEET BY 10 FEET WHICH
 KW2148'PROJECTS 12 INCHES AND IS UNDER A 12-INCH CHERRY TREE.  IT IS
 KW2148'108.10 FEET S OF STATION, ABOUT 3 FEET LOWER THAN THE STATION, AND
 KW2148'STAMPED GOOD 1942.
 KW2148'
 KW2148'AZIMUTH MARK IS 16 PACES N OF ROAD BY TWO-STORY FRAME HOUSE, SET
 KW2148'FLUSH IN BEDROCK OUTCROPPING 12 BY 3 FEET, STAMPED GOOD
 KW2148'1935-1942 AND IS 78 FEET NW OF INTERSECTION OF DIRT ROAD AND STATE
 KW2148'HIGHWAY 33.  IT IS ABOUT 1/4 MILE SW OF STATION.
 KW2148'
 KW2148'STATION IS REACHED FROM THE RAILROAD TRACKS IN THE BUSINESS DISTRICT
 KW2148'IN SHIPPENSBURG BY GOING NE ON U.S. ROUTE 11 FOR 0.8 MILE TO A
 KW2148'FORKS (JUNCTION WITH STATE HIGHWAY 33), THEN KEEP RIGHT FORK ON
 KW2148'HIGHWAY 33 NE FOR 2.7 MILES TO MR.  GOODHARTS HOUSE ON THE
 KW2148'LEFT AND THE AZIMUTH MARK ON THE LEFT (78 FEET NW OF INTERSECTION
 KW2148'WITH DIRT ROAD), THEN CONTINUE ON HIGHWAY 33 FOR 0.3 MILE AND TURN
 KW2148'LEFT THROUGH GATE INTO A FARMYARD, THEN FROM THE E SIDE OF BARN KEEP
 KW2148'RIGHT THROUGH THE MOST EASTERN ONE OF TWO GATES, THEN RIGHT ABOUT
 KW2148'40 YARDS TO THE GATE ENTERING A FIELD, THEN LEFT ALONG THE LEFT
 KW2148'SIDE OF FENCE AND UP THROUGH A FENCED LANE AND INTO PASTURE AND THEN
 KW2148'TO THE TOP OF A ROCKY HILL IN A PASTURE AND STATION SITE (ABOUT 0.15
 KW2148'MILE DISTANT FROM THE BARN).
 KW2148'
 KW2148'OBSERVATIONS MADE FROM A 77-FOOT TOWER.
 KW2148
 KW2148                          STATION RECOVERY (1952)
 KW2148
 KW2148'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 KW2148'THE STATION, A STANDARD USC AND GS BRONZE TRIANGULATION DISC, SET IN
 KW2148'THE TOP OF A ROCK OUTCROP ON THE TOP OF A SMALL ROCKY KNOLL,
 KW2148'FLUSH WITH THE TOP OF THE OUTCROP, WAS RECOVERED AS DESCRIBED IN THE
 KW2148'1942 DESCRIPTION BY P.L.B., WITH FOLLOWING ADDITIONS-
 KW2148'
 KW2148'THE STATION IS 194 FEET NE OF, AND PERPENDICULAR TO, SE-NW FENCE, AND
 KW2148'IS 15-1/2 FEET HIGHER, 164 FEET NW OF, AND PERPENDICULAR TO,
 KW2148'SW-NE FENCE, AND IS 3.3 FEET HIGHER, 257.8 FEET NNE OF FENCE CORNER,
 KW2148'AND 9.8 FEET HIGHER, CENTERED IN SE 1 OF 2 PROMINENT ROCK
 KW2148'OUTCROPS.
 KW2148'
 KW2148'THE REFERENCE MARKS WERE RECOVERED AS DESCRIBED, IN GOOD CONDITION.
 KW2148'
 KW2148'THE AZIMUTH WAS RECOVERED IN GOOD CONDITION, BUT THE DESCRIPTION
 KW2148'SHOULD BE CORRECTED TO READ 78 FEET NE OF INTERSECTION WITH DIRT
 KW2148'ROAD, AND OPPOSITE, NOT BY, A HOUSE.
 KW2148
 KW2148                          STATION RECOVERY (1960)
 KW2148
 KW2148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW2148'THE STATION MARK, REFERENCE MARK 2, 3 AND THE AZIMUTH MARK WERE
 KW2148'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE DIRECTION TO
 KW2148'REFERENCE MARK 2, THE DISTANCE AND DIRECTION TO REFERENCE MARK 3 AND
 KW2148'THE AZIMUTH MARK CHECKED WITH THE PREVIOUS DATA.  A SHORTER
 KW2148'MEASUREMENT OF 0.120 METERS WAS NOTED TO REFERENCE MARK 2.  THE
 KW2148'DESCRIPTION OF THE TO REACH THE STATION IS ADEQUATE.
 KW2148'
 KW2148'HEIGHT OF LIGHT ABOVE STATION- 14.450 METERS.
 KW2148
 KW2148                          STATION RECOVERY (1960)
 KW2148
 KW2148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KW2148'3.6 MI NE FROM SHIPPENSBURG.
 KW2148'3.65 MILES NORTHEAST OF SHIPPENSBURG, CUMBERLAND COUNTY, LOCATED
 KW2148'ON PROPERTY OF CARL GOODHART, JUST NORTH OF NEWTON-SOUTHAMPTON
 KW2148'TOWNSHIP LINE, SET IN TOP AND NEAR CENTER OF SOUTHEAST ONE OF TWO
 KW2148'PROMINENT ROCK OUTCROPS, ON NORTHWEST SIDE OF U.S. HIGHWAY NO. 11,
 KW2148'257.8 FEET NORTH-NORTHEAST OF FENCE CORNER, 194 FEET NORTHEAST OF
 KW2148'NORTHWEST-SOUTHEAST FENCE LINE, 164 FEET NORTHWEST OF
 KW2148'NORTHEAST-SOUTHWEST FENCE LINE, 108.10 FEET NORTH OF R.M. NO. 3
 KW2148'AND 89.04 FEET SOUTHWEST OF R.M. NO. 2.
 KW2148
 KW2148                          STATION RECOVERY (1979)
 KW2148
 KW2148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2148'STATE HIGHWAY 11 IS NOW STATE HIGHWAY 174.
 KW2148
 KW2148                          STATION RECOVERY (2004)
 KW2148
 KW2148'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GLS)
 KW2148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2150 ***********************************************************************
 KW2150  DESIGNATION -  GOOD AZ MK
 KW2150  PID         -  KW2150
 KW2150  STATE/COUNTY-  PA/CUMBERLAND
 KW2150  USGS QUAD   -  WALNUT BOTTOM (1977)
 KW2150
 KW2150                         *CURRENT SURVEY CONTROL
 KW2150  ___________________________________________________________________
 KW2150* NAD 83(1986)-  40 03 56.     (N)    077 27 38.     (W)     SCALED    
 KW2150* NAVD 88     -       243.199  (meters)     797.90   (feet)  ADJUSTED  
 KW2150  ___________________________________________________________________
 KW2150  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KW2150  DYNAMIC HT  -         243.062 (meters)     797.45  (feet)  COMP
 KW2150  MODELED GRAV-     980,059.0   (mgal)                       NAVD 88
 KW2150
 KW2150  VERT ORDER  -  SECOND    CLASS 0
 KW2150
 KW2150.The horizontal coordinates were scaled from a topographic map and have
 KW2150.an estimated accuracy of +/- 6 seconds.
 KW2150
 KW2150.The orthometric height was determined by differential leveling
 KW2150.and adjusted by the National Geodetic Survey in June 1991..
 KW2150
 KW2150.The geoid height was determined by GEOID03.
 KW2150
 KW2150.The dynamic height is computed by dividing the NAVD 88
 KW2150.geopotential number by the normal gravity value computed on the
 KW2150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2150.degrees latitude (g = 980.6199 gals.).
 KW2150
 KW2150.The modeled gravity was interpolated from observed gravity values.
 KW2150
 KW2150;                    North         East    Units  Estimated Accuracy
 KW2150;SPC PA S     -    81,340.      624,690.      MT  (+/- 180 meters Scaled)
 KW2150
 KW2150                          SUPERSEDED SURVEY CONTROL
 KW2150
 KW2150  NGVD 29 (??/??/??)  243.391  (m)          798.53   (f) ADJUSTED    2 0
 KW2150
 KW2150.Superseded values are not recommended for survey control.
 KW2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2150.See file dsdata.txt to determine how the superseded data were derived.
 KW2150
 KW2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK901379(NAD 83)
 KW2150_MARKER: DZ = AZIMUTH MARK DISK
 KW2150_SETTING: 66 = SET IN ROCK OUTCROP
 KW2150_SP_SET: ROCK OUTCROP
 KW2150_STAMPING: GOOD 1935
 KW2150_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW2150+STABILITY: POSITION/ELEVATION WELL
 KW2150
 KW2150  HISTORY     - Date     Condition        Report By
 KW2150  HISTORY     - 1935     MONUMENTED       CGS
 KW2150  HISTORY     - 1960     GOOD             CGS
 KW2150  HISTORY     - 20060618 MARK NOT FOUND   GEOCAC
 KW2150
 KW2150                          STATION DESCRIPTION
 KW2150
 KW2150'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2150'3.4 MI NE FROM SHIPPENSBURG.
 KW2150'ABOUT 0.70 MILE NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST
 KW2150'OFFICE IN SHIPPENSBURG TO THE JUNCTION OF U.S. HIGHWAY 11 AND
 KW2150'STATE HIGHWAY 33, THENCE EAST-NORTHEAST ON STATE HIGHWAY 33 FOR
 KW2150'1.80 MILES, THENCE EAST-NORTHEAST ON STATE HIGHWAY 33 FOR 0.9
 KW2150'MILE.  SET IN THE TOP OF A ROCK OUTCROP THAT IS 12 X 3 FEET.
 KW2150'48 FEET NORTH OF THE CENTER LINE OF ROAD.  78 FEET NORTHWEST OF
 KW2150'THE CENTER LINE OF INTERSECTION OF ROAD AND STATE HIGHWAY 33.
 KW2150
 KW2150                          STATION RECOVERY (2006)
 KW2150
 KW2150'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2150'A RESET MARK WAS MONUMENTED IN 1942 - DESIGNATION IS 'GOOD AZ MK 1935
 KW2150'1942'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2676 ***********************************************************************
 KW2676  DESIGNATION -  GOOD AZ MK 1935 1942
 KW2676  PID         -  KW2676
 KW2676  STATE/COUNTY-  PA/CUMBERLAND
 KW2676  USGS QUAD   -  WALNUT BOTTOM (1977)
 KW2676
 KW2676                         *CURRENT SURVEY CONTROL
 KW2676  ___________________________________________________________________
 KW2676* NAD 83(1986)-  40 03 57.     (N)    077 27 38.     (W)     SCALED    
 KW2676* NAVD 88     -       243.189  (meters)     797.86   (feet)  ADJUSTED  
 KW2676  ___________________________________________________________________
 KW2676  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KW2676  DYNAMIC HT  -         243.053 (meters)     797.42  (feet)  COMP
 KW2676  MODELED GRAV-     980,059.1   (mgal)                       NAVD 88
 KW2676
 KW2676  VERT ORDER  -  FIRST     CLASS II
 KW2676
 KW2676.The horizontal coordinates were scaled from a topographic map and have
 KW2676.an estimated accuracy of +/- 6 seconds.
 KW2676
 KW2676.The orthometric height was determined by differential leveling
 KW2676.and adjusted by the National Geodetic Survey in June 1991..
 KW2676
 KW2676.The geoid height was determined by GEOID03.
 KW2676
 KW2676.The dynamic height is computed by dividing the NAVD 88
 KW2676.geopotential number by the normal gravity value computed on the
 KW2676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2676.degrees latitude (g = 980.6199 gals.).
 KW2676
 KW2676.The modeled gravity was interpolated from observed gravity values.
 KW2676
 KW2676;                    North         East    Units  Estimated Accuracy
 KW2676;SPC PA S     -    81,370.      624,690.      MT  (+/- 180 meters Scaled)
 KW2676
 KW2676                          SUPERSEDED SURVEY CONTROL
 KW2676
 KW2676.No superseded survey control is available for this station.
 KW2676
 KW2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK901379(NAD 83)
 KW2676_MARKER: DZ = AZIMUTH MARK DISK
 KW2676_SETTING: 66 = SET IN ROCK OUTCROP
 KW2676_SP_SET: ROCK OUTCROP
 KW2676_STAMPING: GOOD 1935 1942
 KW2676_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW2676+STABILITY: POSITION/ELEVATION WELL
 KW2676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2676+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2006
 KW2676
 KW2676  HISTORY     - Date     Condition        Report By
 KW2676  HISTORY     - 1942     MONUMENTED       CGS
 KW2676  HISTORY     - 1979     GOOD             NGS
 KW2676  HISTORY     - 20060407 GOOD             GEOCAC
 KW2676
 KW2676                          STATION DESCRIPTION
 KW2676
 KW2676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KW2676'3.4 MI NE FROM SHIPPENSBURG.
 KW2676'SAME AS DESCRIPTION FOR AZIMUTH MARK GOOD 1935, EXCEPT CHANGE HIGHWAY
 KW2676'33 TO STATE HIGHWAY 174.
 KW2676
 KW2676                          STATION RECOVERY (2006)
 KW2676
 KW2676'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2676'ABOUT 0.70 MILE NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE
 KW2676'IN SHIPPENSBURG TO THE JUNCTION OF U.S. HIGHWAY 11 AND STATE HIGHWAY
 KW2676'174, THENCE EAST-SOUTHEAST ON STATE HIGHWAY 174 FOR 1.80 MILES, THENCE
 KW2676'EAST-NORTHEAST ON STATE HIGHWAY 174 FOR 0.9 MILE.
 KW2676' 
 KW2676'MARK IS SET IN THE TOP OF A ROCK OUTCROP THAT IS 12 X 3 FEET AND IN
 KW2676'THE FRONT YARD OF A RED-BRICK HOUSE. 48 FEET NORTH OF THE CENTER LINE
 KW2676'OF ROAD, 78 FEET NORTH-NORTHWEST OF THE CENTER LINE OF INTERSECTION OF
 KW2676'GOODHART ROAD AND STATE HIGHWAY 174.
 KW2676' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2149 ***********************************************************************
 KW2149  DESIGNATION -  GOOD RM 2
 KW2149  PID         -  KW2149
 KW2149  STATE/COUNTY-  PA/CUMBERLAND
 KW2149  USGS QUAD   -  WALNUT BOTTOM (1977)
 KW2149
 KW2149                         *CURRENT SURVEY CONTROL
 KW2149  ___________________________________________________________________
 KW2149* NAD 83(1986)-  40 04 08.     (N)    077 27 20.     (W)     SCALED    
 KW2149* NAVD 88     -       250.298  (meters)     821.19   (feet)  ADJUSTED  
 KW2149  ___________________________________________________________________
 KW2149  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KW2149  DYNAMIC HT  -         250.157 (meters)     820.72  (feet)  COMP
 KW2149  MODELED GRAV-     980,059.4   (mgal)                       NAVD 88
 KW2149
 KW2149  VERT ORDER  -  SECOND    CLASS 0
 KW2149
 KW2149.The horizontal coordinates were scaled from a topographic map and have
 KW2149.an estimated accuracy of +/- 6 seconds.
 KW2149
 KW2149.The orthometric height was determined by differential leveling
 KW2149.and adjusted by the National Geodetic Survey in June 1991..
 KW2149
 KW2149.The geoid height was determined by GEOID03.
 KW2149
 KW2149.The dynamic height is computed by dividing the NAVD 88
 KW2149.geopotential number by the normal gravity value computed on the
 KW2149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2149.degrees latitude (g = 980.6199 gals.).
 KW2149
 KW2149.The modeled gravity was interpolated from observed gravity values.
 KW2149
 KW2149;                    North         East    Units  Estimated Accuracy
 KW2149;SPC PA S     -    81,710.      625,120.      MT  (+/- 180 meters Scaled)
 KW2149
 KW2149                          SUPERSEDED SURVEY CONTROL
 KW2149
 KW2149  NGVD 29 (??/??/??)  250.499  (m)          821.85   (f) ADJUSTED    2 0
 KW2149
 KW2149.Superseded values are not recommended for survey control.
 KW2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2149.See file dsdata.txt to determine how the superseded data were derived.
 KW2149
 KW2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK905382(NAD 83)
 KW2149_MARKER: DR = REFERENCE MARK DISK
 KW2149_SETTING: 66 = SET IN ROCK OUTCROP
 KW2149_SP_SET: ROCK OUTCROP
 KW2149_STAMPING: GOOD NO 2 1935
 KW2149_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW2149+STABILITY: POSITION/ELEVATION WELL
 KW2149
 KW2149  HISTORY     - Date     Condition        Report By
 KW2149  HISTORY     - 1935     MONUMENTED       CGS
 KW2149  HISTORY     - 1960     GOOD             CGS
 KW2149  HISTORY     - 1979     MARK NOT FOUND   NGS
 KW2149
 KW2149                          STATION DESCRIPTION
 KW2149
 KW2149'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2149'3.6 MI NE FROM SHIPPENSBURG.
 KW2149'3.65 MILES NORTHEAST OF SHIPPENSBURG, CUMBERLAND COUNTY, LOCATED
 KW2149'ON PROPERTY OF CARL GOODHART, JUST NORTH OF NEWTON-SOUTHAMPTON
 KW2149'TOWNSHIP LINE, ON NORTHWEST SIDE OF U.S. HIGHWAY NO. 11, SET
 KW2149'IN TOP OF AN 8 FT X 8 FT OUTCROP OF BEDROCK AND ABOUT LEVEL WITH
 KW2149'THE GROUND, 89.04 FEET NORTHEAST OF STATION AND ABOUT 10 FEET
 KW2149'LOWER THAN THE STATION.
 KW2149
 KW2149                          STATION RECOVERY (1979)
 KW2149
 KW2149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2149'AN EXTENSIVE SEARCH WAS MADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2147 ***********************************************************************
 KW2147  DESIGNATION -  GOOD RM 3
 KW2147  PID         -  KW2147
 KW2147  STATE/COUNTY-  PA/CUMBERLAND
 KW2147  USGS QUAD   -  WALNUT BOTTOM (1977)
 KW2147
 KW2147                         *CURRENT SURVEY CONTROL
 KW2147  ___________________________________________________________________
 KW2147* NAD 83(1986)-  40 04 08.     (N)    077 27 20.     (W)     SCALED    
 KW2147* NAVD 88     -       251.308  (meters)     824.50   (feet)  ADJUSTED  
 KW2147  ___________________________________________________________________
 KW2147  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KW2147  DYNAMIC HT  -         251.167 (meters)     824.04  (feet)  COMP
 KW2147  MODELED GRAV-     980,059.4   (mgal)                       NAVD 88
 KW2147
 KW2147  VERT ORDER  -  SECOND    CLASS 0
 KW2147
 KW2147.The horizontal coordinates were scaled from a topographic map and have
 KW2147.an estimated accuracy of +/- 6 seconds.
 KW2147
 KW2147.The orthometric height was determined by differential leveling
 KW2147.and adjusted by the National Geodetic Survey in June 1991..
 KW2147
 KW2147.The geoid height was determined by GEOID03.
 KW2147
 KW2147.The dynamic height is computed by dividing the NAVD 88
 KW2147.geopotential number by the normal gravity value computed on the
 KW2147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2147.degrees latitude (g = 980.6199 gals.).
 KW2147
 KW2147.The modeled gravity was interpolated from observed gravity values.
 KW2147
 KW2147;                    North         East    Units  Estimated Accuracy
 KW2147;SPC PA S     -    81,710.      625,120.      MT  (+/- 180 meters Scaled)
 KW2147
 KW2147                          SUPERSEDED SURVEY CONTROL
 KW2147
 KW2147  NGVD 29 (??/??/??)  251.510  (m)          825.16   (f) ADJUSTED    2 0
 KW2147
 KW2147.Superseded values are not recommended for survey control.
 KW2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2147.See file dsdata.txt to determine how the superseded data were derived.
 KW2147
 KW2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK905382(NAD 83)
 KW2147_MARKER: DR = REFERENCE MARK DISK
 KW2147_SETTING: 66 = SET IN ROCK OUTCROP
 KW2147_SP_SET: ROCK OUTCROP
 KW2147_STAMPING: GOOD NO 3 1935
 KW2147_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW2147+STABILITY: POSITION/ELEVATION WELL
 KW2147
 KW2147  HISTORY     - Date     Condition        Report By
 KW2147  HISTORY     - 1935     MONUMENTED       CGS
 KW2147  HISTORY     - 1960     GOOD             CGS
 KW2147  HISTORY     - 1979     MARK NOT FOUND   NGS
 KW2147
 KW2147                          STATION DESCRIPTION
 KW2147
 KW2147'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2147'3.6 MI NE FROM SHIPPENSBURG.
 KW2147'3.65 MILES NORTHEAST OF SHIPPENSBURG, CUMBERLAND COUNTY, LOCATED
 KW2147'ON PROPERTY OF CARL GOODHART, JUST NORTH OF NEWTON-SOUTHAMPTON
 KW2147'TOWNSHIP LINE, ON NORTHWEST SIDE OF U.S. HIGHWAY NO. 11, SET IN
 KW2147'TOP OF 4 FT X 10 FT OUTCROP OF BEDROCK WHICH PROJECTS ABOUT 1
 KW2147'FOOT ABOVE THE GROUND AND IS LOCATED UNDER A 12-INCH WILD CHERRY
 KW2147'TREE, 108.10 FEET SOUTH OF THE STATION AND ABOUT 3 FEET LOWER THAN
 KW2147'THE STATION.
 KW2147
 KW2147                          STATION RECOVERY (1979)
 KW2147
 KW2147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1690 ***********************************************************************
 LZ1690  DESIGNATION -  GOODALL FIRE TOWER
 LZ1690  PID         -  LZ1690
 LZ1690  STATE/COUNTY-  PA/TIOGA
 LZ1690  USGS QUAD   -  ASAPH (1969)
 LZ1690
 LZ1690                         *CURRENT SURVEY CONTROL
 LZ1690  ___________________________________________________________________
 LZ1690* NAD 83(1992)-  41 46 04.85323(N)    077 27 13.18741(W)     ADJUSTED  
 LZ1690* NAVD 88     -                                                        
 LZ1690  ___________________________________________________________________
 LZ1690  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 LZ1690  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 LZ1690
 LZ1690  HORZ ORDER  -  THIRD
 LZ1690
 LZ1690.The horizontal coordinates were established by classical geodetic methods
 LZ1690.and adjusted by the National Geodetic Survey in June 2002..
 LZ1690
 LZ1690
 LZ1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1690
 LZ1690.The geoid height was determined by GEOID03.
 LZ1690
 LZ1690;                    North         East     Units Scale Factor Converg.
 LZ1690;SPC PA N     -   177,880.630   624,640.054   MT  0.99997553   +0 11 45.7
 LZ1690;SPC PA N     -   583,596.70  2,049,339.91   sFT  0.99997553   +0 11 45.7
 LZ1690;UTM  18      - 4,626,929.590   296,049.924   MT  1.00011188   -1 38 06.0
 LZ1690
 LZ1690                          SUPERSEDED SURVEY CONTROL
 LZ1690
 LZ1690  NAD 83(1996)-  41 46 04.85176(N)    077 27 13.18980(W) AD(       ) 4
 LZ1690  NAD 83(1986)-  41 46 04.85161(N)    077 27 13.18689(W) AD(       ) 4
 LZ1690  NAD 27      -  41 46 04.59462(N)    077 27 14.25913(W) AD(       ) 3
 LZ1690
 LZ1690.Superseded values are not recommended for survey control.
 LZ1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1690.See file dsdata.txt to determine how the superseded data were derived.
 LZ1690
 LZ1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM9605026930(NAD 83)
 LZ1690
 LZ1690  HISTORY     - Date     Condition        Report By
 LZ1690  HISTORY     - 1968     MONUMENTED       CGS
 LZ1690
 LZ1690                          STATION DESCRIPTION
 LZ1690
 LZ1690'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (WMJ)
 LZ1690'STATION IS THE TOP CENTER OF THE GOODALL FIRE TOWER.  IT IS A
 LZ1690'STANDARD STATE FOREST TOWER, ABOUT 90 FEET IN HEIGHT AND ON THE
 LZ1690'HIGHEST PART OF A HILL.  IT IS LOCATED 8 MILES WEST NORTH-WEST OF
 LZ1690'WELLSBORO AND 2 MILES NORTHWEST OF ANSONIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3131 ***********************************************************************
 KW3131  DESIGNATION -  GOODHOPE
 KW3131  PID         -  KW3131
 KW3131  STATE/COUNTY-  PA/CUMBERLAND
 KW3131  USGS QUAD   -  HARRISBURG WEST (1987)
 KW3131
 KW3131                         *CURRENT SURVEY CONTROL
 KW3131  ___________________________________________________________________
 KW3131* NAD 83(1992)-  40 16 06.82221(N)    076 59 52.13053(W)     ADJUSTED  
 KW3131* NAVD 88     -       145.     (meters)     476.     (feet)  VERTCON   
 KW3131  ___________________________________________________________________
 KW3131  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 KW3131  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 KW3131
 KW3131  HORZ ORDER  -  SECOND
 KW3131
 KW3131.The horizontal coordinates were established by classical geodetic methods
 KW3131.and adjusted by the National Geodetic Survey in June 2002..
 KW3131
 KW3131.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW3131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW3131
 KW3131.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3131
 KW3131.The geoid height was determined by GEOID03.
 KW3131
 KW3131;                    North         East     Units Scale Factor Converg.
 KW3131;SPC PA S     -   104,115.191   663,976.674   MT  0.99996453   +0 29 16.8
 KW3131;SPC PA S     -   341,584.59  2,178,396.80   sFT  0.99996453   +0 29 16.8
 KW3131;UTM  18      - 4,459,480.304   330,131.422   MT  0.99995521   -1 17 29.9
 KW3131
 KW3131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3131!SPC PA S     -   0.99998265  x   0.99996453  =   0.99994718
 KW3131!UTM  18      -   0.99998265  x   0.99995521  =   0.99993786
 KW3131
 KW3131:                Primary Azimuth Mark                     Grid Az
 KW3131:SPC PA S     -  GOODHOPE 1942 AZ MK                      086 28 23.8
 KW3131:UTM  18      -  GOODHOPE 1942 AZ MK                      088 15 10.5
 KW3131
 KW3131|---------------------------------------------------------------------|
 KW3131| PID    Reference Object                     Distance      Geod. Az  |
 KW3131|                                                           dddmmss.s |
 KW3131| KW3134 GOODHOPE 1942 AZ MK                 APPROX. 0.7 KM 0865740.6 |
 KW3131| CB3449 GOODHOPE RM 1                        13.281 METERS 10943     |
 KW3131| KW3092 FROGTOWN AIRWAY BEACON              APPROX.14.0 KM 1272500.5 |
 KW3131| KW3107 MECHANICSBURG USN SUPPLY NE TK      APPROX. 3.8 KM 1703758.5 |
 KW3131| KW3108 MECHANICSBURG USN SUPPLY SW TK      APPROX. 5.7 KM 1733533.8 |
 KW3131| CB3450 GOODHOPE RM 2                        14.147 METERS 22051     |
 KW3131|---------------------------------------------------------------------|
 KW3131
 KW3131                          SUPERSEDED SURVEY CONTROL
 KW3131
 KW3131  NAD 83(1986)-  40 16 06.81772(N)    076 59 52.12981(W) AD(       ) 2
 KW3131  NAD 27      -  40 16 06.49900(N)    076 59 53.21700(W) AD(       ) 2
 KW3131  NGVD 29 (07/19/86)  145.     (m)          476.     (f) VERT ANG       
 KW3131
 KW3131.Superseded values are not recommended for survey control.
 KW3131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3131.See file dsdata.txt to determine how the superseded data were derived.
 KW3131
 KW3131_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK3013159480(NAD 83)
 KW3131_MARKER: DS = TRIANGULATION STATION DISK
 KW3131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3131
 KW3131  HISTORY     - Date     Condition        Report By
 KW3131  HISTORY     - 1942     MONUMENTED       CGS
 KW3131  HISTORY     - 1952     GOOD             CGS
 KW3131  HISTORY     - 1957     GOOD             CGS
 KW3131  HISTORY     - 1961     GOOD             CGS
 KW3131  HISTORY     - 1976     SEE DESCRIPTION  PADT
 KW3131  HISTORY     - 1977     SEE DESCRIPTION  NGS
 KW3131
 KW3131                          STATION DESCRIPTION
 KW3131
 KW3131'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW3131'STATION IS ABOUT 6-1/2 MILES W OF HARRISBURG, ABOUT 11-1/2 MILES NE
 KW3131'OF CARLISLE, ON COUNTY ROAD RIGHT-OF-WAY.  THE MARK IS ON THE N SIDE
 KW3131'OF THE ROAD, 7 FEET W OF 5-INCH WALNUT TREE, 14 FEET N OF CENTER LINE
 KW3131'OF ROAD, AND 3 FEET S OF FENCE LINE.  THE MARK PROJECTS 2 INCHES.
 KW3131'
 KW3131'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KW3131'BRONZE DISKS SET IN CONCRETE.
 KW3131'
 KW3131'REFERENCE MARK NO. 1 IS SE OF STATION ALONG THE FENCE LINE ACROSS THE
 KW3131'ROAD FROM THE STATION AND IS 9 FEET S OF CENTER LINE OF ROAD.  THE
 KW3131'MARK PROJECTS 4 INCHES.
 KW3131'
 KW3131'REFERENCE MARK NO. 2 IS SW ACROSS THE ROAD FROM THE STATION, ALONG
 KW3131'THE FENCE LINE, 10 FEET S OF CENTER LINE OF ROAD.  THE MARK
 KW3131'PROJECTS 4 INCHES.
 KW3131'
 KW3131'THE AZIMUTH MARK IS 21 FEET S OF CENTER LINE OF ROAD, 8 FEET SW OF
 KW3131'FENCE CORNER, AND IS 1 FOOT NW OF FENCE LINE.  IT IS REACHED BY
 KW3131'GOING 0.35 MILE E FROM STATION TO Y IN ROAD, TURN RIGHT, E, AND GO
 KW3131'0.15 MILE TO AZIMUTH MARK ON RIGHT AND Y IN ROAD.  THE AZIMUTH MARK
 KW3131'IS 75 FEET W OF Y IN ROAD.
 KW3131'
 KW3131'STATION REACHED FROM THE JUNCTION OF U.S. ROUTE 11 AND STATE ROUTE 74
 KW3131'AT CARLISLE, PENNSYLVANIA BY GOING E ON U.S.  HIGHWAY 11 FOR
 KW3131'10.9 MILES TO SIDE ROAD LEFT (JUST AFTER CROSSING BRIDGE BY LARGE
 KW3131'ROCK BUILDING ON LEFT), TURN LEFT, N, AND FOLLOW MAIN ROAD FOR 1.5
 KW3131'MILES (JUST BEFORE REACHING YELLOW HOUSE) TURN RIGHT, E, AND GO 0.5
 KW3131'MILES TO STATION SITE ON LEFT.
 KW3131'
 KW3131'ALL REFERENCE MARKS ARE STAMPED WITH THEIR RESPECTIVE NUMBERS AND THE
 KW3131'NAME AND DATE OF THE STATION.
 KW3131
 KW3131                          STATION RECOVERY (1952)
 KW3131
 KW3131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (AMS)
 KW3131'THE STATION, A STANDARD USC AND GS BRONZE TRIANGULATION DISC, SET IN
 KW3131'THE TOP OF A 1 FOOT SQUARE CONCRETE POST, PROJECTING 2
 KW3131'INCHES, WAS RECOVERED AS DESCRIBED, IN GOOD CONDITION WITH THE
 KW3131'FOLLOWING ADDITIONS-
 KW3131'
 KW3131'THE MARK IS 7.4 FEET WSW OF A 6 INCH WALNUT TREE ON THE N SIDE OF THE
 KW3131'ROAD, 101 FEET ENE OF THE E ONE OF TWO TREES ON THE N SIDE OF
 KW3131'ROAD, (LOCUST) 14.5 FEET NNW OF THE CENTERLINE OF ROAD.
 KW3131'
 KW3131'REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KW3131'
 KW3131'AZIMUTH MARK WAS NOT SEARCHED FOR.
 KW3131
 KW3131                          STATION RECOVERY (1957)
 KW3131
 KW3131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KW3131'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 KW3131'CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR DUE TO ROAD
 KW3131'CONSTRUCTION IN THE AREA.
 KW3131'
 KW3131'THE DESCRIPTION IS ADEQUATE AND COMPLETE WITH THE ADDITION OF THE
 KW3131'FACT THAT THE YELLOW HOUSE REFERRED TO IN THE DIRECTIONS FOR
 KW3131'REACHING THE STATION IS NOW COVERED WITH RED COMPOSITION BRICK.
 KW3131
 KW3131                          STATION RECOVERY (1961)
 KW3131
 KW3131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WLM)
 KW3131'STATION, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE RECOVERED IN
 KW3131'GOOD CONDITION.  REFERENCE MARK NO. 2 WAS FOUND OVER ON ITS SIDE
 KW3131'AND OUT OF POSITION DUE TO ROAD CONSTRUCTION.  STATION MARK IS IN
 KW3131'DANGER IF ROAD IS WIDENED.  THE DESCRIPTION BY
 KW3131'P.L.B. IN 1942 IS ADEQUATE AND COMPLETE FOR RECOVERY.
 KW3131
 KW3131                          STATION RECOVERY (1976)
 KW3131
 KW3131'RECOVERY NOTE BY PA DEPT OF TRANSP 1976 (EEB)
 KW3131'GOODHOPE DESTROYED.
 KW3131'
 KW3131'GOODHOPE NO 1 RECOVERED GOOD.
 KW3131'
 KW3131'GOODHOPE NO 2 LYING ON ITS SIDE.
 KW3131'
 KW3131'STATION GOODHOPE DESTROYED THE SUBSURFACE MARK WAS RECOVERED
 KW3131'APPROXIMATELY 1 FOOT BELOW THE SURFACE OF THE GROUND AND IT WAS
 KW3131'USED TO TRANSFER THE COORDINATES TO THE AZIMUTH MARK.
 KW3131'
 KW3131'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.0 MILE WEST OF ENULD.
 KW3131
 KW3131                          STATION RECOVERY (1977)
 KW3131
 KW3131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KW3131'THE STATION SURFACE MARK WAS FOUND DESTROYED.  THE SUB-SURFACE DISK
 KW3131'WAS FOUND IN GOOD CONDITION.  REFERENCE MARK ONE WAS FOUND
 KW3131'DESTROYED.  REFERENCE MARK TWO WAS FOUND IN POOR CONDITION.  THE
 KW3131'AZIMUTH MARK WAS FOUND IN GOOD CONDITION.  THE STATION WAS IN THE
 KW3131'AREA OF THE CONSTRUCTION OF A NEW ROAD.  THE ONLY POSSIBLE SAFE
 KW3131'LOCATION TO MOVE THE STATION TO IS NEAR WHERE THE AZIMUTH MARK
 KW3131'IS LOCATED.  IT WAS MOVED TO THAT LOCATION AT THIS DATE.
 KW3131'
 KW3131'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTHWEST
 KW3131'OF CAMP HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3132 ***********************************************************************
 KW3132  DESIGNATION -  GOODHOPE 2 1977
 KW3132  PID         -  KW3132
 KW3132  STATE/COUNTY-  PA/CUMBERLAND
 KW3132  USGS QUAD   -  HARRISBURG WEST (1987)
 KW3132
 KW3132                         *CURRENT SURVEY CONTROL
 KW3132  ___________________________________________________________________
 KW3132* NAD 83(1992)-  40 16 07.86307(N)    076 59 24.46010(W)     ADJUSTED  
 KW3132* NAVD 88     -       145.     (meters)     476.     (feet)  VERTCON   
 KW3132  ___________________________________________________________________
 KW3132  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 KW3132  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 KW3132
 KW3132  HORZ ORDER  -  THIRD
 KW3132
 KW3132.The horizontal coordinates were established by classical geodetic methods
 KW3132.and adjusted by the National Geodetic Survey in June 2002..
 KW3132.No horizontal observational check was made to the station.
 KW3132
 KW3132.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW3132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW3132
 KW3132.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3132
 KW3132.The geoid height was determined by GEOID03.
 KW3132
 KW3132;                    North         East     Units Scale Factor Converg.
 KW3132;SPC PA S     -   104,152.890   664,630.129   MT  0.99996451   +0 29 34.8
 KW3132;SPC PA S     -   341,708.27  2,180,540.68   sFT  0.99996451   +0 29 34.8
 KW3132;UTM  18      - 4,459,497.691   330,785.725   MT  0.99995248   -1 17 12.0
 KW3132
 KW3132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3132!SPC PA S     -   0.99998265  x   0.99996451  =   0.99994716
 KW3132!UTM  18      -   0.99998265  x   0.99995248  =   0.99993513
 KW3132
 KW3132|---------------------------------------------------------------------|
 KW3132| PID    Reference Object                     Distance      Geod. Az  |
 KW3132|                                                           dddmmss.s |
 KW3132| KW3134 GOODHOPE 1942 AZ MK                   3.477 METERS 03919     |
 KW3132| KW3110 CAMP HILL RALSTON PURINA TANK       APPROX. 5.5 KM 1452123.3 |
 KW3132| KW2823 DILLSBURG ATT RELAY TWR KGJ 22      APPROX.22.8 KM 2083124.0 |
 KW3132| KW3133 GOODHOPE 2 1977 RM 3                 74.125 METERS 31010     |
 KW3132|---------------------------------------------------------------------|
 KW3132
 KW3132                          SUPERSEDED SURVEY CONTROL
 KW3132
 KW3132  NAD 83(1986)-  40 16 07.85853(N)    076 59 24.45941(W) AD(       ) 3
 KW3132  NAD 27      -  40 16 07.54008(N)    076 59 25.54746(W) AD(       ) 3
 KW3132  NGVD 29 (07/19/86)  145.     (m)          476.     (f) VERT ANG       
 KW3132
 KW3132.Superseded values are not recommended for survey control.
 KW3132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3132.See file dsdata.txt to determine how the superseded data were derived.
 KW3132
 KW3132_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK3078659498(NAD 83)
 KW3132_MARKER: DS = TRIANGULATION STATION DISK
 KW3132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW3132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW3132+STABILITY: SURFACE MOTION
 KW3132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW3132+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2004
 KW3132
 KW3132  HISTORY     - Date     Condition        Report By
 KW3132  HISTORY     - 1977     MONUMENTED       NGS
 KW3132  HISTORY     - 20040417 GOOD             GEOCAC
 KW3132
 KW3132                          STATION DESCRIPTION
 KW3132
 KW3132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KW3132'THE STATION IS LOCATED 11 MILES EAST-NORTHEAST OF CARLISLE, 7
 KW3132'MILES WEST OF HARRISBURG, 4 MILES NORTHWEST OF CAMP HILL AND ON
 KW3132'PROPERTY OWNED BY MR. MCGILL AND HE LIVES IN THE HOUSE NEAR
 KW3132'THE STATION.
 KW3132'
 KW3132'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 11, STATE
 KW3132'HIGHWAYS 34 AND 74 IN CARLISLE, GO EAST ON U.S. HIGHWAY 11 FOR
 KW3132'11 MILES TO A SIDE ROAD LEFT JUST AFTER CROSSING A SMALL BRIDGE.
 KW3132'TURN LEFT AND GO NORTH ON LAMBS GAP ROAD, PASSING A VERY OLD STONE
 KW3132'HOUSE AND BARN ON THE RIGHT, FOR 1.65 MILES TO A SIDE ROAD
 KW3132'RIGHT.  TURN RIGHT AND GO EASTERLY ON LOCUST LANE FOR 0.9 MILE
 KW3132'TO A T-INTERSECTION.  TURN RIGHT AND GO SOUTH-SOUTHEAST ON
 KW3132'JERUSALEM ROAD FOR 0.15 MILE TO A FORK AND THE STATION ON
 KW3132'THE RIGHT IN A WOODED FENCELINE.
 KW3132'
 KW3132'THE SURFACE MARK IS A STANDARD DISK STAMPED GOODHOPE 2 1977 SET
 KW3132'IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH
 KW3132'WITH THE SURFACE.  THE SUB-SURFACE MARK IS A STANDARD DISK
 KW3132'STAMPED SIMILAR TO THE SURFACE DISK, SET IN AN 8-INCH MASS OF
 KW3132'CONCRETE WHICH IS 42-INCHES BELOW THE SURFACE.  IT IS 44.5 FEET
 KW3132'NORTH OF NORTHEAST CORNER OF MR. MCGILLS HOME, 42 FEET NORTHWEST
 KW3132'OF CENTER OF JERUSALEM ROAD, 37.5 FEET NORTHEAST OF A CIVIL
 KW3132'WAR GRAVESTONE DATED 1863, 71 FEET NORTHWEST OF INTERSECTION
 KW3132'OF JERUSALEM ROAD AND SENSEMAN ROAD, 21 FEET SOUTHWEST OF A
 KW3132'POWERLINE POLE NUMBERED 21198-S 34159, AND 3.8 FEET NORTHWEST OF
 KW3132'A WITNESS POST.
 KW3132'
 KW3132'REFERENCE MARK THREE IS A STANDARD DISK STAMPED GOODHOPE 2 NO 3
 KW3132'1977 SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH
 KW3132'IS FLUSH WITH THE SURFACE.  IT IS 83 FEET EAST OF MOST EAST POINT
 KW3132'FROM IZORA HOERNER HOME, 33 FEET SOUTHWEST OF THE CENTER OF
 KW3132'JERUSALEM ROAD, 25 FEET SOUTHEAST OF A PINE TREE, AND 20.5 FEET
 KW3132'SOUTHWEST OF A POWERLINE POLE NUMBERED 21177S 34176.
 KW3132'
 KW3132'GOODHOPE AZI IS A STANDARD DISK STAMPED GOODHOPE 1942 SET IN THE
 KW3132'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.
 KW3132'IT IS 66 FEET NORTHWEST OF THE INTERSECTION OF JERUSALEM ROAD AND
 KW3132'SENSEMAN ROAD, 53 FEET NORTHEAST OF THE NORTHEAST CORNER OF MR.
 KW3132'MCGILLS HOME, 30 FEET WEST OF THE CENTER OF JERUSALEM ROAD, 15
 KW3132'FEET EAST OF A WITNESS POST, AND 9.5 FEET SOUTHWEST OF A
 KW3132'POWERLINE POLE NUMBERED 21198-S 34159.
 KW3132'
 KW3132'THERE IS NO SUITABLE LOCATION TO SET AN NEW AZIMUTH.  WHEN THE
 KW3132'PROPOSED ROAD IS COMPLETED, PERHAPS AN AZIMUTH MARK CAN BE SET ALONG
 KW3132'IT.
 KW3132'
 KW3132'NEAREST TOWN--CAMP HILL.
 KW3132
 KW3132                          STATION RECOVERY (2004)
 KW3132
 KW3132'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW3132'NOTE FOR KW3132-- AZIMUTH MARK FOUND AS DESCRIBED, RM3 FOUND AS
 KW3132'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3133 ***********************************************************************
 KW3133  DESIGNATION -  GOODHOPE 2 1977 RM 3
 KW3133  PID         -  KW3133
 KW3133  STATE/COUNTY-  PA/CUMBERLAND
 KW3133  USGS QUAD   -  HARRISBURG WEST (1987)
 KW3133
 KW3133                         *CURRENT SURVEY CONTROL
 KW3133  ___________________________________________________________________
 KW3133* NAD 83(1992)-  40 16 09.41333(N)    076 59 26.85736(W)     ADJUSTED  
 KW3133* NAVD 88     -       143.     (meters)     469.     (feet)  VERTCON   
 KW3133  ___________________________________________________________________
 KW3133  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 KW3133  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 KW3133
 KW3133  HORZ ORDER  -  THIRD
 KW3133
 KW3133.The horizontal coordinates were established by classical geodetic methods
 KW3133.and adjusted by the National Geodetic Survey in June 2002..
 KW3133.No horizontal observational check was made to the station.
 KW3133
 KW3133.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW3133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW3133
 KW3133.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3133
 KW3133.The geoid height was determined by GEOID03.
 KW3133
 KW3133;                    North         East     Units Scale Factor Converg.
 KW3133;SPC PA S     -   104,200.216   664,573.081   MT  0.99996449   +0 29 33.2
 KW3133;SPC PA S     -   341,863.54  2,180,353.52   sFT  0.99996449   +0 29 33.2
 KW3133;UTM  18      - 4,459,546.766   330,730.176   MT  0.99995271   -1 17 13.6
 KW3133
 KW3133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3133!SPC PA S     -   0.99998296  x   0.99996449  =   0.99994745
 KW3133!UTM  18      -   0.99998296  x   0.99995271  =   0.99993567
 KW3133
 KW3133|---------------------------------------------------------------------|
 KW3133| PID    Reference Object                     Distance      Geod. Az  |
 KW3133|                                                           dddmmss.s |
 KW3133| KW3134 GOODHOPE 1942 AZ MK                  74.155 METERS 12729     |
 KW3133| KW3132 GOODHOPE 2 1977                      74.125 METERS 13010     |
 KW3133| KW3131 GOODHOPE                            APPROX. 0.6 KM 2622244.4 |
 KW3133|---------------------------------------------------------------------|
 KW3133
 KW3133                          SUPERSEDED SURVEY CONTROL
 KW3133
 KW3133  NAD 83(1986)-  40 16 09.40873(N)    076 59 26.85657(W) AD(       ) 3
 KW3133  NAD 27      -  40 16 09.09036(N)    076 59 27.94469(W) AD(       ) 3
 KW3133  NGVD 29 (07/19/86)  143.     (m)          469.     (f) VERT ANG       
 KW3133
 KW3133.Superseded values are not recommended for survey control.
 KW3133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3133.See file dsdata.txt to determine how the superseded data were derived.
 KW3133
 KW3133_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK3073059547(NAD 83)
 KW3133_MARKER: DR = REFERENCE MARK DISK
 KW3133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW3133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW3133+STABILITY: SURFACE MOTION
 KW3133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW3133+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2004
 KW3133
 KW3133  HISTORY     - Date     Condition        Report By
 KW3133  HISTORY     - 1977     MONUMENTED       NGS
 KW3133  HISTORY     - 20040417 GOOD             GEOCAC
 KW3133
 KW3133                          STATION DESCRIPTION
 KW3133
 KW3133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KW3133'THE STATION GOODHOPE 2 IS LOCATED 11 MILES EAST-NORTHEAST OF CARLISLE,
 KW3133'7 MILES WEST OF HARRISBURG, 4 MILES NORTHWEST OF CAMP HILL AND ON
 KW3133'PROPERTY OWNED BY MR. MCGILL AND HE LIVES IN THE HOUSE NEAR THE
 KW3133'STATION.
 KW3133'
 KW3133'TO REACH GOODHOPE 2 FROM THE INTERSECTION OF U.S. HIGHWAY 11, STATE
 KW3133'HIGHWAYS 34 AND 74 IN CARLISLE, GO EAST ON U.S. HIGHWAY 11 FOR 11
 KW3133'MILES TO A SIDE ROAD LEFT JUST AFTER CROSSING A SMALL BRIDGE.  TURN
 KW3133'LEFT AND GO NORTH ON LAMBS GAP ROAD, PASSING A VERY OLD STONE
 KW3133'HOUSE AND BARN ON THE RIGHT, FOR 1.65 MILES TO A SIDE ROAD RIGHT.
 KW3133'TURN RIGHT AND GO EASTERLY ON LOCUST LANE FOR 0.9 MILE TO A
 KW3133'T-INTERSECTION.  TURN RIGHT AND GO SOUTH-SOUTHEAST ON
 KW3133'JERUSALEM ROAD FOR 0.15 MILE TO A FORK AND THE STATION ON THE
 KW3133'RIGHT IN A WOODED FENCELINE.
 KW3133'
 KW3133'REFERENCE MARK THREE IS A STANDARD DISK STAMPED GOODHOPE 2 NO 3
 KW3133'1977 SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS
 KW3133'FLUSH WITH THE SURFACE.  IT IS 83 FEET EAST OF MOST EAST POINT FROM
 KW3133'IZORA HOERNER HOME, 33 FEET SOUTHWEST OF THE CENTER OF JERUSALEM
 KW3133'ROAD, 25 FEET SOUTHEAST OF A PINE TREE, AND 20.5 FEET SOUTHWEST
 KW3133'OF A POWERLINE POLE NUMBERED 21177S 34176.
 KW3133'
 KW3133'NEAREST TOWN--CAMP HILL.
 KW3133
 KW3133                          STATION RECOVERY (2004)
 KW3133
 KW3133'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW3133'MARK IS IN A YARD. FORK IS NO LONGER EVIDENT AS THE ROAD HAS BEEN
 KW3133'SHIFTED A BIT, BUT DESCRIPTION IS ACCURATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1849 ***********************************************************************
 LZ1849  DESIGNATION -  GOODWIN
 LZ1849  PID         -  LZ1849
 LZ1849  STATE/COUNTY-  PA/WYOMING
 LZ1849  USGS QUAD   -  JENNINGSVILLE (1969)
 LZ1849
 LZ1849                         *CURRENT SURVEY CONTROL
 LZ1849  ___________________________________________________________________
 LZ1849* NAD 83(1992)-  41 33 53.52812(N)    076 09 55.96451(W)     ADJUSTED  
 LZ1849* NAVD 88     -       502.5    (meters)    1649.     (feet)  VERTCON   
 LZ1849  ___________________________________________________________________
 LZ1849  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 LZ1849  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 LZ1849
 LZ1849  HORZ ORDER  -  FIRST
 LZ1849
 LZ1849.The horizontal coordinates were established by classical geodetic methods
 LZ1849.and adjusted by the National Geodetic Survey in June 2002..
 LZ1849
 LZ1849.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1849
 LZ1849.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1849
 LZ1849.The geoid height was determined by GEOID03.
 LZ1849
 LZ1849;                    North         East     Units Scale Factor Converg.
 LZ1849;SPC PA N     -   156,485.295   732,151.122   MT  0.99996014   +1 02 53.4
 LZ1849;SPC PA N     -   513,402.17  2,402,065.81   sFT  0.99996014   +1 02 53.4
 LZ1849;UTM  18      - 4,602,121.830   402,816.649   MT  0.99971623   -0 46 24.1
 LZ1849
 LZ1849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1849!SPC PA N     -   0.99992618  x   0.99996014  =   0.99988632
 LZ1849!UTM  18      -   0.99992618  x   0.99971623  =   0.99964243
 LZ1849
 LZ1849|---------------------------------------------------------------------|
 LZ1849| PID    Reference Object                     Distance      Geod. Az  |
 LZ1849|                                                           dddmmss.s |
 LZ1849| CB3452 GOODWIN RM 1                         50.124 METERS 02751     |
 LZ1849| CB3451 GOODWIN AZ MK                                      0424611.4 |
 LZ1849| LZ1846 MEHOOPANY ATT MICROWAVE MAST        APPROX.10.0 KM 1265115.6 |
 LZ1849| CB3453 GOODWIN RM 2                        132.679 METERS 32005     |
 LZ1849|---------------------------------------------------------------------|
 LZ1849
 LZ1849                          SUPERSEDED SURVEY CONTROL
 LZ1849
 LZ1849  NAD 83(1996)-  41 33 53.52784(N)    076 09 55.96430(W) AD(       ) 1
 LZ1849  NAD 83(1986)-  41 33 53.52780(N)    076 09 55.96408(W) AD(       ) 1
 LZ1849  NAD 27      -  41 33 53.25464(N)    076 09 57.21697(W) AD(       ) 1
 LZ1849  NGVD 29 (07/19/86)  502.7    (m)         1649.     (f) VERT ANG       
 LZ1849
 LZ1849.Superseded values are not recommended for survey control.
 LZ1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1849.See file dsdata.txt to determine how the superseded data were derived.
 LZ1849
 LZ1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM0281702122(NAD 83)
 LZ1849_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1849
 LZ1849  HISTORY     - Date     Condition        Report By
 LZ1849  HISTORY     - 1929     MONUMENTED       CGS
 LZ1849  HISTORY     - 1942     SEE DESCRIPTION  USGS
 LZ1849  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LZ1849  HISTORY     - 1968     SEE DESCRIPTION  USGS
 LZ1849
 LZ1849                          STATION DESCRIPTION
 LZ1849
 LZ1849'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 LZ1849'STATION IS LOCATED ABOUT 2-1/2 MILES SW OF JENNINGSVILLE, ON THE N
 LZ1849'END OF A PROMINENT RIDGE WHICH IS WOODED AND HIGHER TO THE S
 LZ1849'OF THE STATION.  THE LAND IS OWNED BY CHAS. GOODWIN, WHO LIVES ABOUT
 LZ1849'1/2 MILE E, AT THE FOOT OF THE HILL.  THE STATION IS IN A
 LZ1849'SHEEP PASTURE, 1.7 METERS N OF AN E-W WIRE FENCE, AND 16.1 METERS E
 LZ1849'OF THE N-S LINE FENCE DIVIDING GOODWINS PROPERTY FROM
 LZ1849'THAT OF J.R. BARBER.
 LZ1849'
 LZ1849'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 LZ1849'CONCRETE AS DESCRIBED IN NOTES 1A, AND 7A.  SURFACE MARK
 LZ1849'PROJECTS 6 INCHES ABOVE GROUND.
 LZ1849'
 LZ1849'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK IN FLAT LEDGE ROCK
 LZ1849'OUTCROP ON HILLSIDE, N OF E FROM STATION, AND REFERENCE MARK
 LZ1849'NO. 2 IS A STANDARD BRONZE DISK IN FLAT ROCK OUTCROP N OF STATION AND
 LZ1849'1.4 METERS E OF A STONE WALL.
 LZ1849'
 LZ1849'TO REACH FROM WYALUSING BY ROUTE 187 ABOUT 14 MILES TO JENNINGSVILLE.
 LZ1849'AT THE W EDGE OF JENNINGSVILLE, TURN RIGHT AT FORK WITH
 LZ1849'SIGNBOARD FORKSTON 4 MILES.  SET SPEEDOMETER AT THIS FORK.  AT 0.1,
 LZ1849'KEEP RIGHT HAND FORK, AT 01.9, TURN RIGHT AT CORNER, AT
 LZ1849'02.1, TURN LEFT AT CORNER, AT 02.5, TURN LEFT AND CLIMB STEEP GRADE
 LZ1849'TO TOP OF HILL AT 3.0.  THIS POINT IS ABOUT 200 METERS N OF AN
 LZ1849'OLD BARN.  THE STATION IS ON TOP OF RIDGE ABOUT 1/4 MILE E OF THIS
 LZ1849'POINT.  TRUCK CAN BE DRIVEN ACROSS FIELDS TO STATION IN DRY
 LZ1849'WEATHER.
 LZ1849
 LZ1849                          STATION RECOVERY (1942)
 LZ1849
 LZ1849'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1942
 LZ1849'NOTE FROM U.S.G.S. TRANSIT TRAVERSE FIELD BOOK D-4811, PAGE 14,
 LZ1849'RECORDED BY WALTER P. SCALES, 10/31/42-
 LZ1849'
 LZ1849'THE LIST OF DIRECTIONS PUBLISHED BY THE U.S.C. AND G.S. DOES NOT
 LZ1849'CONFORM TO THE ACTUAL DIRECTIONS TO THE REFERENCE MARKS AS
 LZ1849'DESCRIBED AND STAMPED.  THE DIFLECTION ANGLES HAVE BEEN TURNED TO
 LZ1849'REFERENCE MARKS 1 AND 2.
 LZ1849'
 LZ1849'AZIMUTH TO MARK STAMPED AND DESCRIBED AS REFERENCE MARK 2 IS 140 DEG
 LZ1849'05 MIN 45 SEC.
 LZ1849'
 LZ1849'AZIMUTH TO MARK STAMPED AND DESCRIBED AS REFERENCE MARK 1 IS 207 DEG
 LZ1849'49 MIN 58 SEC.
 LZ1849'
 LZ1849'OFFICE NOTE- CORRECTION HAS BEEN MADE IN THE ORIGINAL DESCRIPTION.
 LZ1849
 LZ1849                          STATION RECOVERY (1968)
 LZ1849
 LZ1849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WMJ)
 LZ1849'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 LZ1849'IN GOOD CONDITION.  THE DISTANCE TO THE REFERENCE MARKS
 LZ1849'FAILED TO CHECK.  AN AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 LZ1849'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LZ1849'
 LZ1849'THE STATION MARK IS LOCATED ABOUT 2 MILES NORTH-NORTHEAST OF LOVELTON
 LZ1849'AND 1.5 MILES SOUTHWEST OF JENNINGSVILLE.  IT IS ON THE NORTH
 LZ1849'END OF A CLEARED HILL ON PROPERTY OWNED BY MR. FRANK MUCHA.
 LZ1849'
 LZ1849'TO REACH THE STATION FROM THE POST OFFICE IN MEHOOPANY, GO NORTH ON
 LZ1849'STATE HIGHWAY 87 FOR 0.05 MILE TO A SIDE ROAD ON THE
 LZ1849'LEFT, TURN LEFT AND GO WEST ON A PAVED ROAD FOR 5.4 MILES TO A SIDE
 LZ1849'ROAD LEFT IN JENNINGSVILLE, TURN LEFT AND GO SOUTH ON THE
 LZ1849'PAVED ROAD FOR 0.1 MILE TO A FORK, (TO REACH THE AZIMUTH MARK FROM
 LZ1849'THIS POINT, CONTINUE SOUTH FOR 0.2 MILE TO THE MARK ON THE
 LZ1849'RIGHT), TAKE THE RIGHT FORK AND GO WEST AND SOUTHWEST ON THE PAVED
 LZ1849'ROAD FOR 2.35 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT
 LZ1849'AND GO EAST ON THE GRAVELED ROAD FOR 0.5 MILE TO A FIELD
 LZ1849'ROAD ON THE LEFT, TURN LEFT AND GO NORTHEAST ON THE FIELD ROAD FOR
 LZ1849'0.45 MILE TO THE STATION, ON THE NORTH SLOPE OF HILL.
 LZ1849'
 LZ1849'THE STATION MARK IS 53 FEET EAST-NORTHEAST OF A NORTH-SOUTH WIRE
 LZ1849'FENCE AND 3.6 FEET NORTH-NORTHWEST OF A METAL
 LZ1849'WITNESS POST.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 LZ1849'CONCRETE POST SET FLUSH WITH THE GROUND AND IS STAMPED GOODWIN
 LZ1849'1929.  NOTE 1A 7A
 LZ1849'
 LZ1849'REFERENCE MARK NO. 1 IS 96 FEET NORTH OF A 12-INCH OAK TREE AND 5
 LZ1849'FEET WEST OF A WIRE FENCE.  THE MARK IS A STANDARD DISK CEMENTED
 LZ1849'IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS STAMPED GOODWIN NO 1
 LZ1849'1929.  NOTE 12A
 LZ1849'
 LZ1849'REFERENCE MARK NO. 2 IS 23 FEET SOUTH OF THE NORTH END OF A ROCK
 LZ1849'FENCE AND 4 FEET EAST OF THE ROCK FENCE.  THE MARK IS A STANDARD
 LZ1849'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS STAMPED
 LZ1849'GOODWIN NO 2 1929.  NOTE 12A
 LZ1849'
 LZ1849'THE AZIMUTH MARK IS 65 FEET NORTH OF THE NORTHEAST CORNER OF A BARN
 LZ1849'AND 33 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE
 LZ1849'PAVED ROAD.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 LZ1849'OUTCROPPING BEDROCK AND IS STAMPED GOODWIN 1929 1968.
 LZ1849'NOTE 17A
 LZ1849'
 LZ1849'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 LZ1849'
 LZ1849'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.5 MILES SOUTHWEST
 LZ1849'OF JENNINGSVILLE.
 LZ1849
 LZ1849                          STATION RECOVERY (1968)
 LZ1849
 LZ1849'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (AIM)
 LZ1849'ALL MARKS FOUND AS DESCRIBED.
 LZ1849'
 LZ1849'HEIGHT OF LIGHT ABOVE STATION MARK 4.90 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0215 ***********************************************************************
 KX0215  DESIGNATION -  GORTON
 KX0215  PID         -  KX0215
 KX0215  STATE/COUNTY-  PA/CENTRE
 KX0215  USGS QUAD   -  BLACK MOSHANNON (1994)
 KX0215
 KX0215                         *CURRENT SURVEY CONTROL
 KX0215  ___________________________________________________________________
 KX0215* NAD 83(1992)-  40 59 22.28597(N)    078 02 22.97245(W)     ADJUSTED  
 KX0215* NAVD 88     -       532.445  (meters)    1746.86   (feet)  ADJUSTED  
 KX0215  ___________________________________________________________________
 KX0215  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 KX0215  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KX0215  DYNAMIC HT  -         532.181 (meters)    1746.00  (feet)  COMP
 KX0215  MODELED GRAV-     980,111.4   (mgal)                       NAVD 88
 KX0215
 KX0215  HORZ ORDER  -  SECOND
 KX0215  VERT ORDER  -  SECOND    CLASS 0
 KX0215
 KX0215.The horizontal coordinates were established by classical geodetic methods
 KX0215.and adjusted by the National Geodetic Survey in June 2002..
 KX0215
 KX0215.The orthometric height was determined by differential leveling
 KX0215.and adjusted by the National Geodetic Survey in June 1991..
 KX0215
 KX0215.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX0215
 KX0215.The geoid height was determined by GEOID03.
 KX0215
 KX0215.The dynamic height is computed by dividing the NAVD 88
 KX0215.geopotential number by the normal gravity value computed on the
 KX0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0215.degrees latitude (g = 980.6199 gals.).
 KX0215
 KX0215.The modeled gravity was interpolated from observed gravity values.
 KX0215
 KX0215;                    North         East     Units Scale Factor Converg.
 KX0215;SPC PA N     -    91,422.137   575,621.374   MT  0.99998456   -0 11 30.0
 KX0215;SPC PA N     -   299,940.79  1,888,517.79   sFT  0.99998456   -0 11 30.0
 KX0215;UTM  17      - 4,541,815.687   749,019.614   MT  1.00036329   +1 56 33.8
 KX0215;UTM  18      - 4,542,045.401   244,297.924   MT  1.00040481   -1 59 41.6
 KX0215
 KX0215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX0215!SPC PA N     -   0.99992163  x   0.99998456  =   0.99990619
 KX0215!UTM  17      -   0.99992163  x   1.00036329  =   1.00028489
 KX0215!UTM  18      -   0.99992163  x   1.00040481  =   1.00032641
 KX0215
 KX0215|---------------------------------------------------------------------|
 KX0215| PID    Reference Object                     Distance      Geod. Az  |
 KX0215|                                                           dddmmss.s |
 KX0215| KX0216 GORTON RM 1                          10.493 METERS 03656     |
 KX0215| KX0213 GORTON AZ MK                                       2390630.3 |
 KX0215| KX0214 GORTON RM 2                          12.877 METERS 27830     |
 KX0215|---------------------------------------------------------------------|
 KX0215
 KX0215                          SUPERSEDED SURVEY CONTROL
 KX0215
 KX0215  NAD 83(1986)-  40 59 22.28673(N)    078 02 22.97499(W) AD(       ) 2
 KX0215  NAD 27      -  40 59 22.08330(N)    078 02 23.94840(W) AD(       ) 2
 KX0215  NGVD 29 (??/??/92)  532.604  (m)         1747.38   (f) ADJ UNCH    2 0
 KX0215
 KX0215.Superseded values are not recommended for survey control.
 KX0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0215.See file dsdata.txt to determine how the superseded data were derived.
 KX0215
 KX0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF4902041816(NAD 83)
 KX0215_MARKER: DE = TRAVERSE STATION DISK
 KX0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0215_STAMPING: GORTON 1959
 KX0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0215+STABILITY: SURFACE MOTION
 KX0215
 KX0215  HISTORY     - Date     Condition        Report By
 KX0215  HISTORY     - 1959     MONUMENTED       CGS
 KX0215  HISTORY     - 1959     GOOD             CGS
 KX0215
 KX0215                          STATION DESCRIPTION
 KX0215
 KX0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 KX0215'STATION IS LOCATED ABOUT 5.0 MILES EAST OF WINBURNE, 4.0 MILES
 KX0215'SOUTHEAST OF GRASS FLAT AND 1.0 MILE SOUTH SOUTHWEST OF THE OLD
 KX0215'GORTON RAILROAD STATION ON THE PROPERTY OF THE CLEARFIELD BITUMINOUS
 KX0215'COAL COMPANY.
 KX0215'
 KX0215'STATION IS REACHED AS FOLLOWS, FROM THE U. S. POST OFFICE, IN GRASS
 KX0215'FLAT, GO EAST ON A MACADAM ROAD FOR 0.15 MILE TO A Y
 KX0215'INTERSECTION.  TAKE THE LEFT FORK, STRAIGHT AHEAD, AND GO EASTERLY
 KX0215'0.6 MILE TO THE END OF MACADAM ROAD.  CONTINUE EASTERLY 0.35
 KX0215'MILE TO A FORK AT A GARBAGE DUMP.  TAKE RIGHT FORK, STRAIGHT AHEAD,
 KX0215'AND GO 0.95 MILE TO A T ROAD.  TAKE LEFT FORK AND GO 0.1 MILE
 KX0215'TO A FORK.  TAKE THE RIGHT FORK AND FOLLOW MAIN TRAVELED ROAD 0.4
 KX0215'MILE TO A CONCRETE BRIDGE.  CROSS BRIDGE AND CONTINUE ON MAIN
 KX0215'TRAVELED ROAD 0.55 MILE TO A RAILROAD CROSSING.  CROSS RAILROAD
 KX0215'TRACKS AND CONTINUE, ON THE MAIN TRAVELED ROAD, 0.85 MILE TO A T
 KX0215'ROAD.  TAKE LEFT FORK AND GO 0.75 MILE TO CAMP 407 ON THE LEFT.
 KX0215'CONTINUE, ON THE MAIN TRAVELED ROAD, 0.4 MILE TO A MINE ROAD ON THE
 KX0215'LEFT.  TURN LEFT AND FOLLOW MINE ROAD 1.0 MILE TO A FORK AND THE
 KX0215'AZIMUTH MARK ON THE LEFT.  CONTINUE, ON EITHER FORK, 0.35 MILE TO
 KX0215'STATION ON THE LEFT OF AND ABOVE THE ROAD.
 KX0215'
 KX0215'STATION, STAMPED GORTON 1959, IS A STANDARD USC AND GS BRONZE DISK
 KX0215'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 KX0215'ABOUT 1-INCH ABOVE THE GROUND.  IT IS 26.0 FEET EAST OF A TRIANGULAR
 KX0215'BLAZED OAK TREE THAT IS ABOUT 6-INCHES IN DIAMETER.
 KX0215'
 KX0215'R. M. NO 1, STAMPED GORTON NO 1 1959, IS A STANDARD USC AND GS BRONZE
 KX0215'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 KX0215'PROJECTS ABOUT 1-INCH ABOVE THE GROUND AND IS ABOUT 3.0 FEET BELOW
 KX0215'STATION ELEVATION.
 KX0215'
 KX0215'R. M. NO 2, STAMPED GORTON NO 2 1959, IS A STANDARD USC AND GS BRONZE
 KX0215'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 KX0215'PROJECTS ABOUT 4-INCHES ABOVE THE GROUND.  IT IS 19.0 FEET WEST OF A
 KX0215'TRIANGULAR BLAZED OAK TREE THAT IS 6-INCHES IN DIAMETER AND ABOUT
 KX0215'1.0 FOOT BELOW STATION ELEVATION.
 KX0215'
 KX0215'AZIMUTH MARK, STAMPED GORTON 1959, IS A STANDARD USC AND GS BRONZE
 KX0215'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 KX0215'IS FLUSH WITH THE GROUND.  IT IS 40.0 FEET WEST OF THE CENTER LINE OF
 KX0215'ROAD, 39.0 FEET EAST NORTHEAST OF AN OAK TREE WITH A TRIANGULAR
 KX0215'BLAZE AND 2.0 FEET NORTH OF A WITNESS SIGN.
 KX0215
 KX0215                          STATION RECOVERY (1959)
 KX0215
 KX0215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KX0215'6.4 MI SE FROM GRASS FLAT.
 KX0215'FROM THE POST OFFICE IN GRASS FLAT GO EAST ON A MACADAM ROAD
 KX0215'FOR 0.15 MILE TO A Y INTERSECTION, KEEP LEFT, STRAIGHT AHEAD,
 KX0215'ON A MACADAM ROAD EAST FOR 0.6 MILE TO END OF BLACKTOP, CONTINUE
 KX0215'EAST ON THE MAIN ROAD FOR 0.35 MILE TO A FORK (BY A GARBAGE
 KX0215'DUMP) KEEP RIGHT, STRAIGHT AHEAD, FOR 0.95 MILE TO A T ROAD,
 KX0215'KEEP LEFT ON THE MAIN ROAD FOR 0.1 MILE TO A FORK, KEEP
 KX0215'RIGHT ON THE MAIN ROAD FOR 0.4 MILE TO A CONCRETE BRIDGE
 KX0215'CONTINUE ON THE MAIN ROAD FOR 0.55 MILE TO A RAILROAD
 KX0215'CROSSING CONTINUE ON MAIN ROAD FOR 0.85 MILE TO A T ROAD, KEEP LEFT ON
 KX0215'THE MAIN ROAD FOR 0.75 MILE TO CAMP 407 ON THE LEFT, CONTINUE ON
 KX0215'THE MAIN ROAD FOR 0.4 MILE TO A MINE ROAD RIGHT.  TURN RIGHT
 KX0215'ON THE MINE ROAD FOR 1.0 MILE TO FORK, TAKE RIGHT FORK AND GO
 KX0215'0.35 MILE TO STATION ON LEFT ON HILL AT EDGE OF CLEARING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0213 ***********************************************************************
 KX0213  DESIGNATION -  GORTON AZ MK
 KX0213  PID         -  KX0213
 KX0213  STATE/COUNTY-  PA/CENTRE
 KX0213  USGS QUAD   -  BLACK MOSHANNON (1994)
 KX0213
 KX0213                         *CURRENT SURVEY CONTROL
 KX0213  ___________________________________________________________________
 KX0213* NAD 83(1986)-  40 59 17.     (N)    078 02 32.     (W)     SCALED    
 KX0213* NAVD 88     -       525.240  (meters)    1723.22   (feet)  ADJUSTED  
 KX0213  ___________________________________________________________________
 KX0213  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KX0213  DYNAMIC HT  -         524.980 (meters)    1722.37  (feet)  COMP
 KX0213  MODELED GRAV-     980,110.9   (mgal)                       NAVD 88
 KX0213
 KX0213  VERT ORDER  -  SECOND    CLASS 0
 KX0213
 KX0213.The horizontal coordinates were scaled from a topographic map and have
 KX0213.an estimated accuracy of +/- 6 seconds.
 KX0213
 KX0213.The orthometric height was determined by differential leveling
 KX0213.and adjusted by the National Geodetic Survey in June 1991..
 KX0213
 KX0213.The geoid height was determined by GEOID03.
 KX0213
 KX0213.The dynamic height is computed by dividing the NAVD 88
 KX0213.geopotential number by the normal gravity value computed on the
 KX0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0213.degrees latitude (g = 980.6199 gals.).
 KX0213
 KX0213.The modeled gravity was interpolated from observed gravity values.
 KX0213
 KX0213;                    North         East    Units  Estimated Accuracy
 KX0213;SPC PA N     -    91,260.      575,410.      MT  (+/- 180 meters Scaled)
 KX0213
 KX0213                          SUPERSEDED SURVEY CONTROL
 KX0213
 KX0213  NGVD 29 (??/??/92)  525.398  (m)         1723.74   (f) ADJ UNCH    2 0
 KX0213
 KX0213.Superseded values are not recommended for survey control.
 KX0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0213.See file dsdata.txt to determine how the superseded data were derived.
 KX0213
 KX0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF488416(NAD 83)
 KX0213_MARKER: DZ = AZIMUTH MARK DISK
 KX0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0213_STAMPING: GORTON 1959
 KX0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0213+STABILITY: SURFACE MOTION
 KX0213
 KX0213  HISTORY     - Date     Condition        Report By
 KX0213  HISTORY     - 1959     MONUMENTED       CGS
 KX0213
 KX0213                          STATION DESCRIPTION
 KX0213
 KX0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KX0213'6.1 MI SE FROM GRASS FLAT.
 KX0213'THIS MARK IS LOCATED 0.35 MILE SOUTH-SOUTHWEST ALONG A MINE
 KX0213'ROAD FROM TRIANGULATION-STATION GORTON.
 KX0213'THIS AZIMUTH MARK IS 40
 KX0213'FEET WEST OF THE CENTERLINE OF THE ROAD, 39 FEET EAST-NORTHEAST
 KX0213'OF AN OAK TREE WITH A TRIANGULAR BLAZE, 2 FEET NORTH OF A
 KX0213'WITNESS SIGN AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 KX0213'POST, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0216 ***********************************************************************
 KX0216  DESIGNATION -  GORTON RM 1
 KX0216  PID         -  KX0216
 KX0216  STATE/COUNTY-  PA/CENTRE
 KX0216  USGS QUAD   -  BLACK MOSHANNON (1994)
 KX0216
 KX0216                         *CURRENT SURVEY CONTROL
 KX0216  ___________________________________________________________________
 KX0216* NAD 83(1986)-  40 59 22.     (N)    078 02 22.     (W)     SCALED    
 KX0216* NAVD 88     -       531.366  (meters)    1743.32   (feet)  ADJUSTED  
 KX0216  ___________________________________________________________________
 KX0216  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KX0216  DYNAMIC HT  -         531.103 (meters)    1742.46  (feet)  COMP
 KX0216  MODELED GRAV-     980,111.4   (mgal)                       NAVD 88
 KX0216
 KX0216  VERT ORDER  -  SECOND    CLASS 0
 KX0216
 KX0216.The horizontal coordinates were scaled from a topographic map and have
 KX0216.an estimated accuracy of +/- 6 seconds.
 KX0216
 KX0216.The orthometric height was determined by differential leveling
 KX0216.and adjusted by the National Geodetic Survey in June 1991..
 KX0216
 KX0216.The geoid height was determined by GEOID03.
 KX0216
 KX0216.The dynamic height is computed by dividing the NAVD 88
 KX0216.geopotential number by the normal gravity value computed on the
 KX0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0216.degrees latitude (g = 980.6199 gals.).
 KX0216
 KX0216.The modeled gravity was interpolated from observed gravity values.
 KX0216
 KX0216;                    North         East    Units  Estimated Accuracy
 KX0216;SPC PA N     -    91,410.      575,640.      MT  (+/- 180 meters Scaled)
 KX0216
 KX0216                          SUPERSEDED SURVEY CONTROL
 KX0216
 KX0216  NGVD 29 (??/??/92)  531.525  (m)         1743.84   (f) ADJ UNCH    2 0
 KX0216
 KX0216.Superseded values are not recommended for survey control.
 KX0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0216.See file dsdata.txt to determine how the superseded data were derived.
 KX0216
 KX0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF490418(NAD 83)
 KX0216_MARKER: DB = BENCH MARK DISK
 KX0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0216_STAMPING: GORTON NO 1 1959
 KX0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0216+STABILITY: SURFACE MOTION
 KX0216
 KX0216  HISTORY     - Date     Condition        Report By
 KX0216  HISTORY     - 1959     MONUMENTED       CGS
 KX0216
 KX0216                          STATION DESCRIPTION
 KX0216
 KX0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KX0216'6.4 MI SE FROM GRASS FLAT.
 KX0216'FROM THE POST OFFICE IN GRASS FLAT GO EAST ON A MACADAM ROAD
 KX0216'FOR 0.15 MILE TO A Y INTERSECTION, KEEP LEFT, STRAIGHT AHEAD,
 KX0216'ON A MACADAM ROAD EAST FOR 0.6 MILE TO END OF BLACKTOP,
 KX0216'CONTINUE EAST ON THE MAIN ROAD FOR 0.35 MILE TO A FORK (BY A
 KX0216'GARBAGE DUMP) KEEP RIGHT, STRAIGHT AHEAD, FOR 0.95 MILE TO A
 KX0216'T ROAD, KEEP LEFT ON THE MAIN ROAD FOR 0.1 MILE TO A FORK,
 KX0216'KEEP RIGHT ON THE MAIN ROAD FOR 0.4 MILE TO A CONCRETE BRIDGE
 KX0216'CONTINUE ON THE MAIN ROAD FOR 0.55 MILE TO A RAILROAD CROSSING
 KX0216'CONTINUE ON MAIN ROAD FOR 0.85 MILE TO A T ROAD, KEEP LEFT ON
 KX0216'THE MAIN ROAD FOR 0.75 MILE TO CAMP 407 ON THE LEFT, CONTINUE
 KX0216'ON THE MAIN ROAD FOR 0.4 MILE TO A MINE ROAD RIGHT.  TURN RIGHT
 KX0216'ON THE MAIN ROAD FOR 0.1 MILE TO FORK, TAKE RIGHT FORK AND GO
 KX0216'0.35 MILE TO BM ON LEFT ON HILL AT EDGE OF CLEARING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0214 ***********************************************************************
 KX0214  DESIGNATION -  GORTON RM 2
 KX0214  PID         -  KX0214
 KX0214  STATE/COUNTY-  PA/CENTRE
 KX0214  USGS QUAD   -  BLACK MOSHANNON (1994)
 KX0214
 KX0214                         *CURRENT SURVEY CONTROL
 KX0214  ___________________________________________________________________
 KX0214* NAD 83(1986)-  40 59 22.     (N)    078 02 22.     (W)     SCALED    
 KX0214* NAVD 88     -       532.684  (meters)    1747.65   (feet)  ADJUSTED  
 KX0214  ___________________________________________________________________
 KX0214  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KX0214  DYNAMIC HT  -         532.421 (meters)    1746.78  (feet)  COMP
 KX0214  MODELED GRAV-     980,111.4   (mgal)                       NAVD 88
 KX0214
 KX0214  VERT ORDER  -  SECOND    CLASS 0
 KX0214
 KX0214.The horizontal coordinates were scaled from a topographic map and have
 KX0214.an estimated accuracy of +/- 6 seconds.
 KX0214
 KX0214.The orthometric height was determined by differential leveling
 KX0214.and adjusted by the National Geodetic Survey in June 1991..
 KX0214
 KX0214.The geoid height was determined by GEOID03.
 KX0214
 KX0214.The dynamic height is computed by dividing the NAVD 88
 KX0214.geopotential number by the normal gravity value computed on the
 KX0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0214.degrees latitude (g = 980.6199 gals.).
 KX0214
 KX0214.The modeled gravity was interpolated from observed gravity values.
 KX0214
 KX0214;                    North         East    Units  Estimated Accuracy
 KX0214;SPC PA N     -    91,410.      575,640.      MT  (+/- 180 meters Scaled)
 KX0214
 KX0214                          SUPERSEDED SURVEY CONTROL
 KX0214
 KX0214  NGVD 29 (??/??/92)  532.843  (m)         1748.17   (f) ADJ UNCH    2 0
 KX0214
 KX0214.Superseded values are not recommended for survey control.
 KX0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0214.See file dsdata.txt to determine how the superseded data were derived.
 KX0214
 KX0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF490418(NAD 83)
 KX0214_MARKER: DB = BENCH MARK DISK
 KX0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0214_STAMPING: GORTON NO 2 1959
 KX0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0214+STABILITY: SURFACE MOTION
 KX0214
 KX0214  HISTORY     - Date     Condition        Report By
 KX0214  HISTORY     - 1959     MONUMENTED       CGS
 KX0214
 KX0214                          STATION DESCRIPTION
 KX0214
 KX0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KX0214'6.4 MI SE FROM GRASS FLAT.
 KX0214'FROM THE POST OFFICE IN GRASS FLAT GO EAST ON A MACADAM ROAD
 KX0214'FOR 0.15 MILE TO A Y INTERSECTION, KEEP LEFT, STRAIGHT AHEAD,
 KX0214'ON A MACADAM ROAD EAST FOR 0.6 MILE TO END OF BLACKTOP, CONTINUE
 KX0214'EAST ON THE MAIN ROAD FOR 0.35 MILE TO A FORK (BY A GARBAGE
 KX0214'DUMP) KEEP RIGHT, STRAIGHT AHEAD, FOR 0.95 MILE TO A T ROAD,
 KX0214'KEEP LEFT ON THE MAIN ROAD FOR 0.1 MILE TO A FORK, KEEP RIGHT
 KX0214'ON THE MAIN ROAD FOR 0.4 MILE TO A CONCRETE BRIDGE CONTINUE
 KX0214'ON THE MAIN ROAD FOR 0.55 MILE TO A RAILROAD CROSSING CONTINUE
 KX0214'ON MAIN ROAD FOR 0.85 MILE TO A T ROAD, KEEP LEFT ON THE MAIN
 KX0214'ROAD FOR 0.75 MILE TO CAMP 407 ON THE LEFT, CONTINUE ON THE MAIN
 KX0214'ROAD FOR 0.4 MILE TO A MINE ROAD RIGHT.  TURN RIGHT ON THE MINE
 KX0214'ROAD FOR 0.1 MILE TO FORK, TAKE RIGHT FORK AND GO 0.35 MILE TO
 KX0214'BM ON LEFT ON HILL AT EDGE OF CLEARING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6159 ***********************************************************************
 KV6159  DESIGNATION -  GOSHEN
 KV6159  PID         -  KV6159
 KV6159  STATE/COUNTY-  PA/CHESTER
 KV6159  USGS QUAD   -  MALVERN (1983)
 KV6159
 KV6159                         *CURRENT SURVEY CONTROL
 KV6159  ___________________________________________________________________
 KV6159* NAD 83(1992)-  40 00 14.01859(N)    075 32 18.04581(W)     ADJUSTED  
 KV6159* NAVD 88     -       124.7    (meters)     409.     (feet)  VERTCON   
 KV6159  ___________________________________________________________________
 KV6159  X           -   1,221,813.717 (meters)                     COMP
 KV6159  Y           -  -4,737,480.736 (meters)                     COMP
 KV6159  Z           -   4,078,375.485 (meters)                     COMP
 KV6159  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 KV6159  ELLIP HEIGHT-          91.32  (meters)          (06/21/02) GPS OBS
 KV6159  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KV6159
 KV6159  HORZ ORDER  -  SECOND
 KV6159  ELLP ORDER  -  FOURTH    CLASS I
 KV6159
 KV6159.The horizontal coordinates were established by GPS observations
 KV6159.and adjusted by the National Geodetic Survey in June 2002..
 KV6159
 KV6159.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6159
 KV6159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6159
 KV6159.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6159
 KV6159.The ellipsoidal height was determined by GPS observations
 KV6159.and is referenced to NAD 83.
 KV6159
 KV6159.The geoid height was determined by GEOID03.
 KV6159
 KV6159;                    North         East     Units Scale Factor Converg.
 KV6159;SPC PA S     -    76,820.112   788,829.249   MT  0.99998972   +1 26 05.7
 KV6159;SPC PA S     -   252,033.98  2,588,017.29   sFT  0.99998972   +1 26 05.7
 KV6159;UTM  18      - 4,428,328.195   454,049.434   MT  0.99962599   -0 20 45.9
 KV6159
 KV6159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6159!SPC PA S     -   0.99998567  x   0.99998972  =   0.99997539
 KV6159!UTM  18      -   0.99998567  x   0.99962599  =   0.99961167
 KV6159
 KV6159|---------------------------------------------------------------------|
 KV6159| PID    Reference Object                     Distance      Geod. Az  |
 KV6159|                                                           dddmmss.s |
 KV6159| CS3708 GOSHEN RM 1                          12.286 METERS 05203     |
 KV6159| CS3689 CLOCK TOWER FARM FINIAL                            1490240.2 |
 KV6159| JU4058 GOSHEN AZ MK                        APPROX. 1.0 KM 1542207.2 |
 KV6159| CS3709 GOSHEN RM 2                          12.770 METERS 15442     |
 KV6159|---------------------------------------------------------------------|
 KV6159
 KV6159                          SUPERSEDED SURVEY CONTROL
 KV6159
 KV6159  NAD 83(1996)-  40 00 14.01724(N)    075 32 18.04565(W) AD(       ) 2
 KV6159  NAD 83(1991)-  40 00 14.01492(N)    075 32 18.04830(W) AD(       ) 2
 KV6159  ELLIP H (01/27/92)   91.49   (m)                       GP(       ) 4 1
 KV6159  NAD 83(1986)-  40 00 14.01416(N)    075 32 18.04906(W) AD(       ) 2
 KV6159  NGVD 29 (03/28/90)  125.0    (m)          410.     (f) GPS OBS        
 KV6159
 KV6159.Superseded values are not recommended for survey control.
 KV6159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6159.See file dsdata.txt to determine how the superseded data were derived.
 KV6159
 KV6159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK5404928328(NAD 83)
 KV6159_MARKER: DH = HORIZONTAL CONTROL DISK
 KV6159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6159_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KV6159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6159+STABILITY: SURFACE MOTION
 KV6159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6159+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1987
 KV6159
 KV6159  HISTORY     - Date     Condition        Report By
 KV6159  HISTORY     - 1985     MONUMENTED       PADT
 KV6159  HISTORY     - 19870311 GOOD             GEOHYD
 KV6159
 KV6159                          STATION DESCRIPTION
 KV6159
 KV6159'DESCRIBED BY PA DEPT OF TRANSP 1985 (RBG)
 KV6159'THE STATION IS LOCATED ABOUT 6.0 KM (3.7 MI)
 KV6159'SOUTHWEST OF PAOLI,
 KV6159'3.5 KM (2.2 MI) SOUTHEAST OF STATION IMMACULATA, AND
 KV6159'1.0 KM (0.6 MI) NORTH OF GOSHENVILLE, IN EAST GOSHEN TOWNSHIP,
 KV6159'CHESTER COUNTY, AT THE EAST GOSHEN TOWNSHIP PARK.
 KV6159'OWNERSHIP--EAST GOSHEN TOWNSHIP, 1580 PAOLI PIKE, WEST CHESTER PA.
 KV6159'19380 PHONE 215-692-7171, CONTACT TOM SMITH, TOWNSHIP MANAGER.
 KV6159'
 KV6159'TO REACH THE STATION FROM THE POST IN MALVERN, GO
 KV6159'NORTHEAST FOR 0.16 KM (0.1 MI) ON KING STREET TO WARREN AVENUE,
 KV6159'TURN RIGHT AND GO SOUTHEAST FOR 1.4 KM (0.85 MI) ON WARREN AVENUE
 KV6159'TO PAOLI PIKE,
 KV6159'TURN RIGHT AND GO SOUTHWEST FOR 1.3 KM (0.8 MI) ON PAOLI PIKE TO
 KV6159'SUGARTOWN ROAD,
 KV6159'CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR
 KV6159'1.7 KM (1.05 MI) ON PAOLI PIKE TO LINE ROAD,
 KV6159'CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR
 KV6159'0.6 KM (0.4 MI) ON PAOLI PIKE TO THE STATION ON THE RIGHT.
 KV6159'
 KV6159'THE STATION IS A STANDARD PADT DISK
 KV6159'STAMPED---GOSHEN 1985---,
 KV6159'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6159'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6159'37.98 METERS (124.6 FT) EAST FROM THE OUTLET OF A 24 INCH DIAMETER
 KV6159'CONCRETE PIPE CULVERT,
 KV6159'38.10 METERS (125.0 FT) SOUTHEAST FROM THE NORTH END OF HANDWALK
 KV6159'GYM SET, AND
 KV6159'20.02 METERS (65.7 FT) NORTHWEST FROM THE NORTHERN EDGE OF PAOLI
 KV6159'PIKE.
 KV6159'THE UNDERGROUND MARK IS A STANDARD PADT DISK
 KV6159'STAMPED---GOSHEN 1985---,
 KV6159'SET INTO AN IRREGULAR MASS OF CONCRETE 1.22 METERS BELOW THE SURFACE.
 KV6159'
 KV6159'REFERENCE MARK NO. 1 IS A STANDARD PADT DISK
 KV6159'STAMPED---GOSHEN NO 1 1985---,
 KV6159'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6159'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6159'49.16 METERS (161.3 FT) NORTHEAST FROM THE OUTLET OF A 24 INCH
 KV6159'DIAMETER CONCRETE PIPE CULVERT,
 KV6159'43.62 METERS (143.1 FT) SOUTHEAST FROM THE NORTH END OF A HANDWALK
 KV6159'GYM SET, AND
 KV6159'13.14 METERS (43.1 FT) NORTHWEST FROM THE NORTHERN EDGE OF PAOLI
 KV6159'PIKE.
 KV6159'MARK IS LEVEL WITH THE STATION.
 KV6159'
 KV6159'REFERENCE MARK NO. 2 IS A STANDARD PADT DISK
 KV6159'STAMPED---GOSHEN NO 2 1985---,
 KV6159'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6159'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6159'49.56 METERS (162.6 FT) SOUTHEAST FROM THE NORTH END OF HANDWALK
 KV6159'GYM SET,
 KV6159'43.16 METERS (141.6 FT) SOUTHEAST FROM THE OUTLET OF A 24 INCH
 KV6159'DIAMETER CONCRETE PIPE CULVERT, AND
 KV6159'11.52 METERS (37.8 FT) NORTHWEST FROM THE NORTHERN EDGE OF PAOLI
 KV6159'PIKE.
 KV6159'MARK IS LEVEL WITH THE STATION.
 KV6159'
 KV6159'AZIMUTH MARK NO. 1 IS A STANDARD PADT DISK
 KV6159'STAMPED---GOSHEN 1985---,
 KV6159'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6159'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6159'6.89 METERS (22.6 FT) NORTH-NORTHWEST FROM THE NORTHERN EDGE OF
 KV6159'BOOT ROAD,
 KV6159'3.93 METERS (12.9 FT) EAST FROM A POWER POLE NUMBER 82744, AND
 KV6159'1.34 METERS (4.6 FT) WEST FROM A WITNESS POST.
 KV6159'TO REACH THE AZIMUTH FROM THE STATION,
 KV6159'GO SOUTHWEST FOR 1.1 KM (0.7 MI) ON PAOLI PIKE TO NORTH CHESTER
 KV6159'ROAD,
 KV6159'TURN LEFT AND GO SOUTH FOR 0.4 KM (0.25 MI) ON NORTH CHESTER ROAD
 KV6159'TO BOOT ROAD,
 KV6159'TURN LEFT AND GO NORTHEAST FOR 1.0 KM (0.6 MI) ON BOOT ROAD TO THE
 KV6159'AZIMUTH MARK ON THE LEFT.
 KV6159'
 KV6159'DESCRIBED BY R.B. GROSSER.
 KV6159
 KV6159                          STATION RECOVERY (1987)
 KV6159
 KV6159'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1987
 KV6159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU4058 ***********************************************************************
 JU4058  DESIGNATION -  GOSHEN AZ MK
 JU4058  PID         -  JU4058
 JU4058  STATE/COUNTY-  PA/CHESTER
 JU4058  USGS QUAD   -  WEST CHESTER (1996)
 JU4058
 JU4058                         *CURRENT SURVEY CONTROL
 JU4058  ___________________________________________________________________
 JU4058* NAD 83(1992)-  39 59 43.74095(N)    075 31 59.15839(W)     ADJUSTED  
 JU4058* NAVD 88     -       145.     (meters)     476.     (feet)  VERTCON   
 JU4058  ___________________________________________________________________
 JU4058  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 JU4058  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 JU4058
 JU4058  HORZ ORDER  -  THIRD
 JU4058
 JU4058.The horizontal coordinates were established by classical geodetic methods
 JU4058.and adjusted by the National Geodetic Survey in June 2002..
 JU4058.No horizontal observational check was made to the station.
 JU4058
 JU4058.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4058
 JU4058.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4058
 JU4058.The geoid height was determined by GEOID03.
 JU4058
 JU4058;                    North         East     Units Scale Factor Converg.
 JU4058;SPC PA S     -    75,897.795   789,300.538   MT  0.99999086   +1 26 17.9
 JU4058;SPC PA S     -   249,008.02  2,589,563.52   sFT  0.99999086   +1 26 17.9
 JU4058;UTM  18      - 4,427,392.018   454,491.669   MT  0.99962549   -0 20 33.5
 JU4058
 JU4058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4058!SPC PA S     -   0.99998249  x   0.99999086  =   0.99997335
 JU4058!UTM  18      -   0.99998249  x   0.99962549  =   0.99960799
 JU4058
 JU4058                          SUPERSEDED SURVEY CONTROL
 JU4058
 JU4058  NAD 83(1996)-  39 59 43.73960(N)    075 31 59.15823(W) AD(       ) 3
 JU4058  NAD 83(1991)-  39 59 43.73728(N)    075 31 59.16092(W) AD(       ) 3
 JU4058  NAD 83(1986)-  39 59 43.73669(N)    075 31 59.16117(W) AD(       ) 3
 JU4058  NGVD 29 (03/28/90)  145.     (m)          476.     (f) VERT ANG       
 JU4058
 JU4058.Superseded values are not recommended for survey control.
 JU4058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4058.See file dsdata.txt to determine how the superseded data were derived.
 JU4058
 JU4058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5449227392(NAD 83)
 JU4058_MARKER: DZ = AZIMUTH MARK DISK
 JU4058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU4058_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JU4058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4058+STABILITY: SURFACE MOTION
 JU4058
 JU4058  HISTORY     - Date     Condition        Report By
 JU4058  HISTORY     - 1985     MONUMENTED       PADT
 JU4058
 JU4058                          STATION DESCRIPTION
 JU4058
 JU4058'DESCRIBED BY PA DEPT OF TRANSP 1985 (RBG)
 JU4058'THE STATION IS LOCATED ABOUT 6.0 KM (3.7 MI)
 JU4058'SOUTHWEST OF PAOLI,
 JU4058'3.5 KM (2.2 MI) SOUTHEAST OF STATION IMMACULATA, AND
 JU4058'1.0 KM (0.6 MI) NORTH OF GOSHENVILLE, IN EAST GOSHEN TOWNSHIP,
 JU4058'CHESTER COUNTY, ALONG THE NORTHERN SIDE OF BOOT ROAD ON PHELCO
 JU4058'RIGHT-OF-WAY.
 JU4058'OWNERSHIP--PHILADELPHIA ELECTRIC COMPANY RIGHT-OF-WAY.
 JU4058'
 JU4058'TO REACH THE STATION FROM THE POST OFFICE IN MALVERN, GO
 JU4058'NORTHEAST FOR 0.16 KM (0.1 MI) ON KING STREET TO WARREN AVENUE,
 JU4058'TURN RIGHT AND GO SOUTHEAST FOR 1.4 KM (0.85 MI) ON WARREN AVENUE
 JU4058'TO PAOLI PIKE,
 JU4058'TURN RIGHT AND GO SOUTHWEST FOR 4.7 KM (2.9 MI) ON PAOLI PIKE TO
 JU4058'NORTH CHESTER ROAD IN GOSHENVILLE,
 JU4058'TURN LEFT AND GO SOUTH FOR 0.4 KM (0.25 MI) ON NORTH CHESTER ROAD
 JU4058'TO BOOT ROAD,
 JU4058'TURN LEFT AND GO NORTHEAST FOR 1.0 KM (0.6 MI) ON BOOT ROAD TO THE
 JU4058'STATION ON THE LEFT.
 JU4058'
 JU4058'THE STATION IS A STANDARD PADT DISK
 JU4058'STAMPED---GOSHEN 1985---,
 JU4058'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU4058'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 JU4058'6.89 METERS (22.6 FT) NORTH-NORTHWEST FROM THE NORTHERN EDGE OF
 JU4058'BOOT ROAD,
 JU4058'3.93 METERS (12.9 FT) EAST FROM A POWER POLE NUMBER 82744, AND
 JU4058'1.34 METERS (4.6 FT) WEST FROM A WITNESS POST.
 JU4058'
 JU4058'DESCRIBED BY R.B. GROSSER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0064 ***********************************************************************
 KX0064  DESIGNATION -  GOSPEL HILL
 KX0064  PID         -  KX0064
 KX0064  STATE/COUNTY-  PA/BLAIR
 KX0064  USGS QUAD   -  ALTOONA (1993)
 KX0064
 KX0064                         *CURRENT SURVEY CONTROL
 KX0064  ___________________________________________________________________
 KX0064* NAD 83(1992)-  40 30 57.78244(N)    078 24 21.35702(W)     ADJUSTED  
 KX0064* NAVD 88     -       405.813  (meters)    1331.40   (feet)  ADJUSTED  
 KX0064  ___________________________________________________________________
 KX0064  LAPLACE CORR-          -5.21  (seconds)                    DEFLEC99
 KX0064  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KX0064  DYNAMIC HT  -         405.599 (meters)    1330.70  (feet)  COMP
 KX0064  MODELED GRAV-     980,084.5   (mgal)                       NAVD 88
 KX0064
 KX0064  HORZ ORDER  -  SECOND
 KX0064  VERT ORDER  -  FIRST     CLASS I
 KX0064
 KX0064.The horizontal coordinates were established by classical geodetic methods
 KX0064.and adjusted by the National Geodetic Survey in June 2002..
 KX0064
 KX0064.The orthometric height was determined by differential leveling
 KX0064.and adjusted by the National Geodetic Survey in June 1991..
 KX0064
 KX0064.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX0064
 KX0064.The geoid height was determined by GEOID03.
 KX0064
 KX0064.The dynamic height is computed by dividing the NAVD 88
 KX0064.geopotential number by the normal gravity value computed on the
 KX0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0064.degrees latitude (g = 980.6199 gals.).
 KX0064
 KX0064.The modeled gravity was interpolated from observed gravity values.
 KX0064
 KX0064;                    North         East     Units Scale Factor Converg.
 KX0064;SPC PA S     -   131,529.800   544,414.049   MT  0.99996015   -0 25 32.0
 KX0064;SPC PA S     -   431,527.35  1,786,131.76   sFT  0.99996015   -0 25 32.0
 KX0064;UTM  17      - 4,488,269.573   719,764.800   MT  1.00019453   +1 41 09.4
 KX0064
 KX0064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX0064!SPC PA S     -   0.99994150  x   0.99996015  =   0.99990165
 KX0064!UTM  17      -   0.99994150  x   1.00019453  =   1.00013602
 KX0064
 KX0064|---------------------------------------------------------------------|
 KX0064| PID    Reference Object                     Distance      Geod. Az  |
 KX0064|                                                           dddmmss.s |
 KX0064| KX0063 GOSPEL HILL RM 1                     17.698 METERS 11134     |
 KX0064| KX0065 GOSPEL HILL RM 2                     26.376 METERS 20535     |
 KX0064| CJ9891 GOSPEL HILL AZ MK                                  2114728.9 |
 KX0064|---------------------------------------------------------------------|
 KX0064
 KX0064                          SUPERSEDED SURVEY CONTROL
 KX0064
 KX0064  NAD 83(1986)-  40 30 57.78932(N)    078 24 21.36739(W) AD(       ) 2
 KX0064  NAD 27      -  40 30 57.53700(N)    078 24 22.31800(W) AD(       ) 2
 KX0064  NGVD 29 (??/??/92)  405.967  (m)         1331.91   (f) ADJ UNCH    1 1
 KX0064
 KX0064.Superseded values are not recommended for survey control.
 KX0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0064.See file dsdata.txt to determine how the superseded data were derived.
 KX0064
 KX0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE1976588270(NAD 83)
 KX0064_MARKER: DS = TRIANGULATION STATION DISK
 KX0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0064_STAMPING: GOSPEL HILL 1941
 KX0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0064+STABILITY: SURFACE MOTION
 KX0064
 KX0064  HISTORY     - Date     Condition        Report By
 KX0064  HISTORY     - 1941     MONUMENTED       CGS
 KX0064  HISTORY     - 1966     GOOD             CGS
 KX0064  HISTORY     - 1966     GOOD             CGS
 KX0064  HISTORY     - 1966     GOOD             CGS
 KX0064  HISTORY     - 1966     GOOD             NGS
 KX0064  HISTORY     - 1978     GOOD             NGS
 KX0064  HISTORY     - 19970904 GOOD             USPSQD
 KX0064  HISTORY     - 19990801 GOOD             PADT
 KX0064
 KX0064                          STATION DESCRIPTION
 KX0064
 KX0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX0064'THE STATION IS ABOUT 0.2 MILE SW OF THE CITY HALL, AND 0.2 MILE W OF
 KX0064'THE ST. JOHNS CATHEDRAL, ON THE HIGHEST POINT OF A PROMINENT HILL
 KX0064'AND PLAYGROUND CALLED GOSPEL HILL, WHICH IS ONE OF ALTOONAS CITY
 KX0064'PARKS.  IT IS STAMPED GOSPEL HILL 1941 AND PROJECTS 6 INCHES.
 KX0064'
 KX0064'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 KX0064'CONCRETE.
 KX0064'
 KX0064'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE CONCRETE BLOCK OF
 KX0064'A GUN FOUNDATION, AND ABOUT 3 FEET LOWER IN ELEVATION THAN
 KX0064'THE STATION.  IT IS STAMPED GOSPEL HILL NO. 1 1941 AND PROJECTS ABOUT
 KX0064'2 FEET.
 KX0064'
 KX0064'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE CONCRETE
 KX0064'FOUNDATION OF A GUN, AND ABOUT THE SAME ELEVATION AS THE STATION.
 KX0064'IT IS STAMPED GOSPEL HILL NO. 2 1941 AND PROJECTS ABOUT 2 FEET.
 KX0064'
 KX0064'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE CONCRETE HEADWALL OF
 KX0064'THE DEAD END STREET OF 12TH AVENUE.  IT IS STAMPED GOSPEL
 KX0064'HILL 1941.
 KX0064'
 KX0064'TO REACH FROM THE STATION, GO W TO 11TH AVENUE, TURN RIGHT ON 11TH
 KX0064'AVENUE AND GO TO 19TH STREET, TURN RIGHT ON 19TH STREET AND GO W
 KX0064'TO 12TH AVENUE, TURN RIGHT ON 12TH AVENUE AND GO 1 BLOCK, TO THE
 KX0064'AZIMUTH MARK SET IN THE TOP OF THE HEADWALL ON THE RIGHT SIDE OF
 KX0064'THE STREET.
 KX0064'
 KX0064'TO REACH THE STATION FROM THE CITY HALL IN ALTOONA, GO W FOR 1 BLOCK
 KX0064'TO 13TH STREET AND 14TH AVENUE, TURN LEFT AND GO S UP STEEP HILL FOR
 KX0064'1 BLOCK TO T-STREETS AT N SIDE OF THE PARK, TURN RIGHT FOR A SHORT
 KX0064'DISTANCE TO THE FIRST STREET TO THE LEFT, THEN LEFT ON A DIRT STREET
 KX0064'AND UP A KNOLL TO THE HIGHEST POINT IN THE PARK AND STATION SITE.
 KX0064'
 KX0064'NOTE- OBSERVATIONS MADE FROM A 4-FOOT STAND EXCEPT FOR THE STATIONS
 KX0064'TO THE W WHERE A 37-FOOT TOWER IS NEEDED TO CLEAR THE HOUSES IN
 KX0064'THE NEAR VICINITY.
 KX0064'
 KX0064'HEIGHT OF LIGHT ABOVE STATION MARK - 15 METERS.
 KX0064
 KX0064                          STATION RECOVERY (1966)
 KX0064
 KX0064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RRG)
 KX0064'THE STATION, AZIMUTH MARK AND TWO (2) REFERENCE MARKS WAS RECOVERED
 KX0064'AND ALL IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT INCLUDED IN
 KX0064'THE LEVELING DUE TO ITS LOCATION.  THE PRESENT DESCRIPTION IS
 KX0064'ADEQUATE.
 KX0064
 KX0064                          STATION RECOVERY (1966)
 KX0064
 KX0064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KX0064'THE STATION IS ABOUT 0.2 MILE SW OF THE CITY HALL, AND 0.2 MILE W
 KX0064'OF THE ST. JOHNS CATHEDRAL, ON THE HIGHEST POINT OF A PROMINENT
 KX0064'HILL AND PLAY-GROUND CALLED GOSPEL HILL, WHICH IS ONE OF ALTOONAS
 KX0064'CITY PARKS.  IT IS STAMPED GOSPEL HILL 1941 AND PROJECTS 6 INCHES.
 KX0064'
 KX0064'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 KX0064'CONCRETE, AS DESCRIBED.
 KX0064'
 KX0064'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN CONCRETE BLOCK OF A
 KX0064'GUN FOUNDATION, AND ABOUT 3 FEET LOWER IN ELEVATION THAN THE
 KX0064'STATION.  IT IS STAMPED GOSPEL HILL NO 1 1941 AND PROJECTS ABOUT 2
 KX0064'FEET.
 KX0064'
 KX0064'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE CONCRETE
 KX0064'FOUNDATION OF A GUN, AND ABOUT THE SAME ELEVATION AS THE STATION.
 KX0064'IT IS STAMPED GOSPEL HILL NO 2 1941 AND PROJECTS ABOUT 2 FEET.
 KX0064'
 KX0064'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE CONCRETE HEADWALL OF
 KX0064'THE DEAD END STREET OF 12TH AVENUE.  IT IS STAMPED GOSPEL HILL
 KX0064'1941.
 KX0064'
 KX0064'TO REACH FROM THE STATION, GO W TO 11TH AVENUE, TURN RIGHT ON 11TH
 KX0064'AVENUE AND GO TO 19TH STREET, TURN RIGHT ON 19TH STREET AND GO W TO
 KX0064'12TH AVENUE, TURN RIGHT ON 12TH AVENUE AND GO 1 BLOCK TO THE
 KX0064'AZIMUTH MARK SET IN THE TOP OF THE HEADWALL ON THE RIGHT SIDE OF
 KX0064'THE STREET.
 KX0064'
 KX0064'TO REACH THE STATION FROM THE CITY HALL IN ALTOONA, GO W FOR 1 BLOCK
 KX0064'TO 13TH STREET AND 14TH AVENUE, TURN LEFT AND GO S UP STEEP HILL
 KX0064'FOR 1 BLOCK TO T-STREETS AT N SIDE OF THE PARK, TURN RIGHT FOR A
 KX0064'SHORT DISTANCE TO THE FIRST STREET TO THE LEFT, THEN LEFT ON A
 KX0064'DIRT STREET AND UP A KNOLL TO THE HIGHEST POINT IN THE PARK AND
 KX0064'THE STATION.
 KX0064'
 KX0064'NOTE--OBSERVATIONS MADE FROM A 4-FOOT STAND EXCEPT FOR THE STATION
 KX0064'TO THE W WHERE A 37-FOOT TOWER IS NEEDED TO CLEAR THE HOUSES IN
 KX0064'THE NEAR VICINITY.
 KX0064'
 KX0064'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.2 MILE SOUTHWEST
 KX0064'OF CITY HALL, ALTOONA.
 KX0064
 KX0064                          STATION RECOVERY (1966)
 KX0064
 KX0064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KX0064'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 KX0064'THE STATION MARK IS AT THE SOUTHEAST CORNER OF A TELEPHONE
 KX0064'MICRO-WAVE TOWER AND SECURITY FENCE.  THERE IS JUST ENOUGH ROOM FOR
 KX0064'AN INSTRUMENT TRIPOD OVER THE MARK.
 KX0064
 KX0064                          STATION RECOVERY (1966)
 KX0064
 KX0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KX0064'AT ALTOONA.
 KX0064'AT ALTOONA, ABOUT 0.2 MILE SOUTHWEST OF THE CITY HALL, ON THE
 KX0064'HIGHEST POINT OF A PROMINENT HILL KNOWN AS GOSPEL HILL, 204 FEET
 KX0064'SOUTHWEST OF THE CENTER LINE OF 14TH STREET, 49 FEET SOUTHEAST
 KX0064'OF THE CENTER LINE OF A STREET, 40 FEET NORTHEAST OF THE CENTER OF
 KX0064'A FLAGPOLE, 8.9 FEET WEST OF THE SOUTH CORNER OF A STEEL FENCE
 KX0064'AROUND A TOWER, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 KX0064'ABOVE THE LEVEL OF THE GROUND.
 KX0064
 KX0064                          STATION RECOVERY (1978)
 KX0064
 KX0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 KX0064'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 KX0064'AS PREVIOUSLY DESCRIBED.  THE HEADWALL ON WHICH THE AZIMUTH MARK WAS
 KX0064'LOCATED, HAS BEEN REPAIRED WITH A SMALL AMOUNT OF CONCRETE TO
 KX0064'PREVENT FUTURE CRUMBLING FROM THE WEATHER.
 KX0064'
 KX0064'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/4 MILE SOUTHWEST
 KX0064'OF ALTOONA CITY HALL.
 KX0064
 KX0064                          STATION RECOVERY (1997)
 KX0064
 KX0064'RECOVERY NOTE BY US POWER SQUADRON 1997
 KX0064'RECOVERED IN GOOD CONDITION.
 KX0064
 KX0064                          STATION RECOVERY (1999)
 KX0064
 KX0064'RECOVERY NOTE BY PA DEPT OF TRANSP 1999
 KX0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0063 ***********************************************************************
 KX0063  DESIGNATION -  GOSPEL HILL RM 1
 KX0063  PID         -  KX0063
 KX0063  STATE/COUNTY-  PA/BLAIR
 KX0063  USGS QUAD   -  ALTOONA (1993)
 KX0063
 KX0063                         *CURRENT SURVEY CONTROL
 KX0063  ___________________________________________________________________
 KX0063* NAD 83(1986)-  40 30 57.     (N)    078 24 21.     (W)     SCALED    
 KX0063* NAVD 88     -       402.990  (meters)    1322.14   (feet)  ADJUSTED  
 KX0063  ___________________________________________________________________
 KX0063  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KX0063  DYNAMIC HT  -         402.777 (meters)    1321.44  (feet)  COMP
 KX0063  MODELED GRAV-     980,084.5   (mgal)                       NAVD 88
 KX0063
 KX0063  VERT ORDER  -  FIRST     CLASS I
 KX0063
 KX0063.The horizontal coordinates were scaled from a topographic map and have
 KX0063.an estimated accuracy of +/- 6 seconds.
 KX0063
 KX0063.The orthometric height was determined by differential leveling
 KX0063.and adjusted by the National Geodetic Survey in June 1991..
 KX0063
 KX0063.The geoid height was determined by GEOID03.
 KX0063
 KX0063.The dynamic height is computed by dividing the NAVD 88
 KX0063.geopotential number by the normal gravity value computed on the
 KX0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0063.degrees latitude (g = 980.6199 gals.).
 KX0063
 KX0063.The modeled gravity was interpolated from observed gravity values.
 KX0063
 KX0063;                    North         East    Units  Estimated Accuracy
 KX0063;SPC PA S     -   131,510.      544,420.      MT  (+/- 180 meters Scaled)
 KX0063
 KX0063                          SUPERSEDED SURVEY CONTROL
 KX0063
 KX0063  NGVD 29 (??/??/92)  403.144  (m)         1322.65   (f) ADJ UNCH    1 1
 KX0063
 KX0063.Superseded values are not recommended for survey control.
 KX0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0063.See file dsdata.txt to determine how the superseded data were derived.
 KX0063
 KX0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE197882(NAD 83)
 KX0063_MARKER: DR = REFERENCE MARK DISK
 KX0063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0063_SP_SET: GUN FOUNDATION
 KX0063_STAMPING: GOSPEL HILL NO 1 1941
 KX0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0063
 KX0063  HISTORY     - Date     Condition        Report By
 KX0063  HISTORY     - 1941     MONUMENTED       CGS
 KX0063  HISTORY     - 1966     GOOD             NGS
 KX0063  HISTORY     - 19970904 POOR             USPSQD
 KX0063
 KX0063                          STATION DESCRIPTION
 KX0063
 KX0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0063'AT ALTOONA.
 KX0063'AT THE STATION SITE, 58.1 FEET SOUTHEAST OF THE STATION DESCRIBED,
 KX0063'86.2 FEET EAST OF THE CENTER OF A FLAGPOLE, 48.5 FEET SOUTHEAST
 KX0063'OF THE EAST CORNER OF A STEEL FENCE AROUND A TOWER, SET IN THE TOP OF
 KX0063'A CONCRETE BASE FOR AND ABANDONED GUN FOUNDATION AND 1 FOOT ABOVE
 KX0063'THE LEVEL OF THE GROUND.
 KX0063
 KX0063                          STATION RECOVERY (1997)
 KX0063
 KX0063'RECOVERY NOTE BY US POWER SQUADRON 1997
 KX0063'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0065 ***********************************************************************
 KX0065  CBN         -  This is a Cooperative Base Network Control Station.
 KX0065  DESIGNATION -  GOSPEL HILL RM 2
 KX0065  PID         -  KX0065
 KX0065  STATE/COUNTY-  PA/BLAIR
 KX0065  USGS QUAD   -  ALTOONA (1993)
 KX0065
 KX0065                         *CURRENT SURVEY CONTROL
 KX0065  ___________________________________________________________________
 KX0065* NAD 83(1992)-  40 30 57.01118(N)    078 24 21.84088(W)     ADJUSTED  
 KX0065* NAVD 88     -       405.229  (meters)    1329.49   (feet)  ADJUSTED  
 KX0065  ___________________________________________________________________
 KX0065  X           -     975,925.846 (meters)                     COMP
 KX0065  Y           -  -4,756,897.158 (meters)                     COMP
 KX0065  Z           -   4,121,938.842 (meters)                     COMP
 KX0065  LAPLACE CORR-          -5.22  (seconds)                    DEFLEC99
 KX0065  ELLIP HEIGHT-         372.35  (meters)          (03/28/01) GPS OBS
 KX0065  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 KX0065  DYNAMIC HT  -         405.015 (meters)    1328.79  (feet)  COMP
 KX0065  MODELED GRAV-     980,084.5   (mgal)                       NAVD 88
 KX0065
 KX0065  HORZ ORDER  -  B
 KX0065  VERT ORDER  -  FIRST     CLASS I
 KX0065  ELLP ORDER  -  THIRD     CLASS II
 KX0065
 KX0065.The horizontal coordinates were established by GPS observations
 KX0065.and adjusted by the National Geodetic Survey in March 1998..
 KX0065
 KX0065.The orthometric height was determined by differential leveling
 KX0065.and adjusted by the National Geodetic Survey in June 1991..
 KX0065
 KX0065.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KX0065
 KX0065.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX0065
 KX0065.The ellipsoidal height was determined by GPS observations
 KX0065.and is referenced to NAD 83.
 KX0065
 KX0065.The geoid height was determined by GEOID03.
 KX0065
 KX0065.The dynamic height is computed by dividing the NAVD 88
 KX0065.geopotential number by the normal gravity value computed on the
 KX0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0065.degrees latitude (g = 980.6199 gals.).
 KX0065
 KX0065.The modeled gravity was interpolated from observed gravity values.
 KX0065
 KX0065;                    North         East     Units Scale Factor Converg.
 KX0065;SPC PA S     -   131,506.096   544,402.482   MT  0.99996014   -0 25 32.3
 KX0065;SPC PA S     -   431,449.58  1,786,093.81   sFT  0.99996014   -0 25 32.3
 KX0065;UTM  17      - 4,488,245.453   719,754.112   MT  1.00019447   +1 41 09.0
 KX0065
 KX0065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX0065!SPC PA S     -   0.99994159  x   0.99996014  =   0.99990174
 KX0065!UTM  17      -   0.99994159  x   1.00019447  =   1.00013605
 KX0065
 KX0065                          SUPERSEDED SURVEY CONTROL
 KX0065
 KX0065  ELLIP H (03/24/98)  372.51   (m)                       GP(       ) 4 1
 KX0065  NAD 83(1993)-  40 30 57.01149(N)    078 24 21.84093(W) AD(       ) B
 KX0065  ELLIP H (11/22/95)  372.51   (m)                       GP(       ) 1 1
 KX0065  NAVD 88 (11/22/95)  405.23   (m)         1329.5    (f) LEVELING    3  
 KX0065  NGVD 29 (??/??/92)  405.383  (m)         1329.99   (f) ADJ UNCH    1 1
 KX0065
 KX0065.Superseded values are not recommended for survey control.
 KX0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0065.See file dsdata.txt to determine how the superseded data were derived.
 KX0065
 KX0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE1975488245(NAD 83)
 KX0065_MARKER: DR = REFERENCE MARK DISK
 KX0065_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KX0065+WITH SETTING: PAVEMENT
 KX0065_SP_SET: ABANDONED GUN MOUNT FOUNDATION
 KX0065_STAMPING: GOSPEL HILL NO 2 1941
 KX0065_MARK LOGO: CGS   
 KX0065_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0065+STABILITY: SURFACE MOTION
 KX0065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX0065+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2006
 KX0065
 KX0065  HISTORY     - Date     Condition        Report By
 KX0065  HISTORY     - 1941     MONUMENTED       CGS
 KX0065  HISTORY     - 1966     GOOD             NGS
 KX0065  HISTORY     - 19940914 GOOD             NGS
 KX0065  HISTORY     - 19970904 GOOD             USPSQD
 KX0065  HISTORY     - 20000317 GOOD             NGS
 KX0065  HISTORY     - 20001001 GOOD             PADT
 KX0065  HISTORY     - 20010202 GOOD             PADT
 KX0065  HISTORY     - 20010905 GOOD             JCLS
 KX0065  HISTORY     - 20010909 GOOD             JCLS
 KX0065  HISTORY     - 20011107 GOOD             NGS
 KX0065  HISTORY     - 20031103 GOOD             PADT
 KX0065  HISTORY     - 20060203 GOOD             PADT
 KX0065
 KX0065                          STATION DESCRIPTION
 KX0065
 KX0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0065'AT ALTOONA.
 KX0065'AT THE STATION SITE DESCRIBED, 86.5 FEET SOUTHWEST OF THE STATION,
 KX0065'55.5 FEET SOUTH OF THE CENTER OF FLAGPOLE, 19.5 FEET SOUTHEAST OF
 KX0065'THE SOUTH CORNER OF CONCRETE FOUNDATION OF THE WARD MEMORIAL
 KX0065'MONUMENT, SET ON THE TOP OF AN ABANDONED CONCRETE FOUNDATION FOR
 KX0065'GUN FOUNDATION AND 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 KX0065
 KX0065                          STATION RECOVERY (1994)
 KX0065
 KX0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 KX0065'RECOVERED AS DESCRIBED.
 KX0065
 KX0065                          STATION RECOVERY (1997)
 KX0065
 KX0065'RECOVERY NOTE BY US POWER SQUADRON 1997
 KX0065'RECOVERED IN GOOD CONDITION.
 KX0065
 KX0065                          STATION RECOVERY (2000)
 KX0065
 KX0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 KX0065'THE STATION WAS RECOVERED IN FAIR CONDITION.  THE DISK HAS BEEN
 KX0065'DAMAGED AND STAMPING IS BARELY LEGIBLE.  STATION IS INTACT AND STABLE.
 KX0065'THE STATION IS LOCATED IN THE CENTER OF ALTOONA, 0.32 KM (0.20 MI)
 KX0065'SOUTHWEST OF THE CITY HALL BUILDING (A MASSIVE BUILDING WITH DOME), IN
 KX0065'GOSPEL HILL CITY PARK, ON A PROMINENT HILL WHICH FLIES AN EXTREMELY
 KX0065'LARGE US FLAG WHICH CAN BE SEEN ALL AROUND THE CITY.  OWNERSHIP--CITY
 KX0065'OF ALTOONA.  TO REACH THE STATION FROM THE WEST END OF THE 17TH STREET
 KX0065'BRIDGE OVER US HIGHWAY 220 AND 17TH STREET ON THE EAST SIDE OF
 KX0065'ALTOONA, GO WEST ON 17TH STREET FOR 3.06 KM (1.90 MI) TO THE
 KX0065'T-JUNCTION OF 12TH AVENUE.  TURN RIGHT, NORTH ON 12TH AVENUE FOR 0.40
 KX0065'KM (0.25 MI) TO THE JUNCTION OF 13TH STREET. TURN LEFT, WEST ON 13TH
 KX0065'STREET, PASSING THE CITY HALL BUILDING, FOR 0.16 KM (0.10 MI) TO THE
 KX0065'JUNCTION OF 14TH AVENUE (A BRICK STREET). TURN LEFT, SOUTH ON 14TH
 KX0065'AVENUE AND UP THE STEEP HILL FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF
 KX0065'14TH STREET.  TURN RIGHT, WEST ON 14TH STREET FOR 9.15 M (30.02 FT) TO
 KX0065'THE JUNCTION OF 15TH AVENUE.  TURN LEFT, SOUTH ON 15TH AVENUE FOR
 KX0065'ABOUT 0.08 KM (0.05 MI) TO THE ENTRANCE STEPS LEADING UPHILL TO THE
 KX0065'PARK AND END OF TRUCK TRAVEL. PACK UP THE STEPS TO THE SIDEWALK AND GO
 KX0065'ABOUT 30.48 M (100.00 FT) TO A PYRAMID WAR MONUMENT AND THE STATION ON
 KX0065'THE LEFT.  THE STATION IS SET IN A DRILL HOLE NEAR THE SOUTHEAST
 KX0065'CORNER OF THE CONCRETE FOUNDATION FOR AN ABANDONED GUN MOUNT.  LOCATED
 KX0065'16.91 M (55.48 FT) SOUTH OF THE FLAGPOLE, 6.1 M (20.0 FT) SOUTHWEST OF
 KX0065'THE SOUTH CORNER OF THE PYRAMID MONUMENT AND 0.4 M (1.3 FT) NORTHWEST
 KX0065'OF THE SOUTHEAST CORNER OF THE ABANDONED GUN MOUNT.
 KX0065
 KX0065                          STATION RECOVERY (2000)
 KX0065
 KX0065'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (CH)
 KX0065'RECOVERED AS DESCRIBED
 KX0065'
 KX0065
 KX0065                          STATION RECOVERY (2001)
 KX0065
 KX0065'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DGE)
 KX0065'RECOVERED IN GOOD CONDITION.
 KX0065
 KX0065                          STATION RECOVERY (2001)
 KX0065
 KX0065'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 KX0065'RECOVERED AS DESCRIBED.
 KX0065
 KX0065                          STATION RECOVERY (2001)
 KX0065
 KX0065'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 KX0065'RECOVERED IN GOOD CONDITION.
 KX0065
 KX0065                          STATION RECOVERY (2001)
 KX0065
 KX0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 KX0065'RECOVERED AS DESCRIBED
 KX0065'
 KX0065
 KX0065                          STATION RECOVERY (2003)
 KX0065
 KX0065'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (GL)
 KX0065'RECOVERED IN GOOD CONDITION.
 KX0065
 KX0065                          STATION RECOVERY (2006)
 KX0065
 KX0065'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (GL)
 KX0065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2704 ***********************************************************************
 LY2704  DESIGNATION -  GOULDS LOOKOUT TOWER
 LY2704  PID         -  LY2704
 LY2704  STATE/COUNTY-  PA/WAYNE
 LY2704  USGS QUAD   -  NEWFOUNDLAND (1992)
 LY2704
 LY2704                         *CURRENT SURVEY CONTROL
 LY2704  ___________________________________________________________________
 LY2704* NAD 83(1992)-  41 18 03.56298(N)    075 22 05.69468(W)     ADJUSTED  
 LY2704* NAVD 88     -                                                        
 LY2704  ___________________________________________________________________
 LY2704  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 LY2704  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 LY2704
 LY2704  HORZ ORDER  -  THIRD
 LY2704
 LY2704.The horizontal coordinates were established by classical geodetic methods
 LY2704.and adjusted by the National Geodetic Survey in June 2002..
 LY2704
 LY2704
 LY2704.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2704
 LY2704.The geoid height was determined by GEOID03.
 LY2704
 LY2704;                    North         East     Units Scale Factor Converg.
 LY2704;SPC PA N     -   128,713.147   799,441.392   MT  0.99995890   +1 34 32.2
 LY2704;SPC PA N     -   422,286.38  2,622,833.97   sFT  0.99995890   +1 34 32.2
 LY2704;UTM  18      - 4,572,236.040   469,171.024   MT  0.99961170   -0 14 35.0
 LY2704
 LY2704                          SUPERSEDED SURVEY CONTROL
 LY2704
 LY2704  NAD 83(1996)-  41 18 03.56305(N)    075 22 05.69677(W) AD(       ) 4
 LY2704  NAD 83(1996)-  41 18 03.56348(N)    075 22 05.69740(W) AD(       ) 4
 LY2704  NAD 83(1986)-  41 18 03.56399(N)    075 22 05.69479(W) AD(       ) 4
 LY2704  NAD 27      -  41 18 03.25000(N)    075 22 07.03000(W) AD(       ) 3
 LY2704
 LY2704.Superseded values are not recommended for survey control.
 LY2704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2704.See file dsdata.txt to determine how the superseded data were derived.
 LY2704
 LY2704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL6917172236(NAD 83)
 LY2704
 LY2704  HISTORY     - Date     Condition        Report By
 LY2704  HISTORY     - 1959     MONUMENTED       CGS
 LY2704  HISTORY     - 1974     SEE DESCRIPTION  NGS
 LY2704
 LY2704                          STATION DESCRIPTION
 LY2704
 LY2704'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY2704'THE STATION IS THE TOP AND CENTER OF THE CONICAL SHAPED ROOF ON TOP
 LY2704'OF THE GLASS ENCLOSED CAB OF THE LOOKOUT TOWER.  IT IS LOCATED ABOUT
 LY2704'5-1/2 MILES NORTHWEST OF GOULDSBORO, ABOUT 2-1/2 MILES WEST-SOUTHWEST
 LY2704'OF NEWFOUNDLAND AND ABOUT 0.5 MILE WEST OF STATE HIGHWAY 196.  IT
 LY2704'IS A FOUR-LEGGED STEEL STRUCTURE WITH A GLASS ENCLOSED CAB WITH A
 LY2704'CONICAL SHAPED BLACK ROOF ON TOP.  THE LEGS ARE PAINTED GREY, THE
 LY2704'CAB IS ORANGE IN COLOR AND THE OVERALL HEIGHT OF THE STRUCTURE IS
 LY2704'APPROXIMATELY 65 FEET.
 LY2704
 LY2704                          STATION RECOVERY (1974)
 LY2704
 LY2704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LY2704'THE STATION WAS NOT VISITED AT THIS DATE, HOWEVER IT WAS INTERSECTED
 LY2704'FROM TRIANGULATION STATIONS BURKE 1959 AND BURKE 2 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2707 ***********************************************************************
 LY2707  DESIGNATION -  GOULDSBORO ATT MICROWAVE TOWER
 LY2707  PID         -  LY2707
 LY2707  STATE/COUNTY-  PA/WAYNE
 LY2707  USGS QUAD   -  STERLING (1994)
 LY2707
 LY2707                         *CURRENT SURVEY CONTROL
 LY2707  ___________________________________________________________________
 LY2707* NAD 83(1992)-  41 16 01.18326(N)    075 23 17.96081(W)     ADJUSTED  
 LY2707* NAVD 88     -                                                        
 LY2707  ___________________________________________________________________
 LY2707  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 LY2707  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 LY2707
 LY2707  HORZ ORDER  -  THIRD
 LY2707
 LY2707.The horizontal coordinates were established by classical geodetic methods
 LY2707.and adjusted by the National Geodetic Survey in June 2002..
 LY2707
 LY2707
 LY2707.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2707
 LY2707.The geoid height was determined by GEOID03.
 LY2707
 LY2707;                    North         East     Units Scale Factor Converg.
 LY2707;SPC PA N     -   124,893.278   797,863.806   MT  0.99996027   +1 33 44.4
 LY2707;SPC PA N     -   409,754.03  2,617,658.17   sFT  0.99996027   +1 33 44.4
 LY2707;UTM  18      - 4,568,469.468   467,473.599   MT  0.99961302   -0 15 22.1
 LY2707
 LY2707                          SUPERSEDED SURVEY CONTROL
 LY2707
 LY2707  NAD 83(1996)-  41 16 01.18303(N)    075 23 17.96346(W) AD(       ) 4
 LY2707  NAD 83(1996)-  41 16 01.18503(N)    075 23 17.96037(W) AD(       ) 4
 LY2707  NAD 83(1986)-  41 16 01.18345(N)    075 23 17.96071(W) AD(       ) 4
 LY2707  NAD 27      -  41 16 00.86200(N)    075 23 19.31400(W) AD(       ) 3
 LY2707
 LY2707.Superseded values are not recommended for survey control.
 LY2707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2707.See file dsdata.txt to determine how the superseded data were derived.
 LY2707
 LY2707_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL6747468469(NAD 83)
 LY2707
 LY2707  HISTORY     - Date     Condition        Report By
 LY2707  HISTORY     - 1960     MONUMENTED       CGS
 LY2707
 LY2707                          STATION DESCRIPTION
 LY2707
 LY2707'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 LY2707'THE STATION IS THE TOP AND CENTER OF THE BELL TELEPHONE CO.,
 LY2707'MICRO-WAVE RELAY MAST.  LOCATED ABOUT 4.0 MILES EAST OF
 LY2707'GOULDSBORO, ON A HIGH HILL.  IT IS CONSTRUCTED OF 4-CHANNEL IRON
 LY2707'STEEL LEGS SET IN A CONCRETE BASE, ABOUT 75 FEET SQUARE BASE.  THE
 LY2707'STRUCTURE IS PAINTED ALTERNATELY ORANGE AND WHITE, WITH FOUR LARGE
 LY2707'VOICE-MIRRORS MOUNTED AT THE APEX.  THE OVERALL HEIGHT IS
 LY2707'APPROXIMATELY 350 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3039 ***********************************************************************
 KW3039  DESIGNATION -  GOVERNOR DICK RESET
 KW3039  PID         -  KW3039
 KW3039  STATE/COUNTY-  PA/LEBANON
 KW3039  USGS QUAD   -  MANHEIM (1995)
 KW3039
 KW3039                         *CURRENT SURVEY CONTROL
 KW3039  ___________________________________________________________________
 KW3039* NAD 83(1992)-  40 14 46.82012(N)    076 27 20.14516(W)     ADJUSTED  
 KW3039* NAVD 88     -       350.9    (meters)    1151.     (feet)  GPS OBS   
 KW3039  ___________________________________________________________________
 KW3039  X           -   1,141,794.964 (meters)                     COMP
 KW3039  Y           -  -4,739,733.078 (meters)                     COMP
 KW3039  Z           -   4,099,105.514 (meters)                     COMP
 KW3039  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 KW3039  ELLIP HEIGHT-         316.36  (meters)          (08/10/01) GPS OBS
 KW3039  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 KW3039
 KW3039  HORZ ORDER  -  FIRST
 KW3039  ELLP ORDER  -  FOURTH    CLASS II
 KW3039
 KW3039.The horizontal coordinates were established by GPS observations
 KW3039.and adjusted by the National Geodetic Survey in August 1996..
 KW3039
 KW3039.The orthometric height was determined by GPS observations and a
 KW3039.high-resolution geoid model.
 KW3039
 KW3039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KW3039
 KW3039.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3039
 KW3039.The ellipsoidal height was determined by GPS observations
 KW3039.and is referenced to NAD 83.
 KW3039
 KW3039.The geoid height was determined by GEOID03.
 KW3039
 KW3039;                    North         East     Units Scale Factor Converg.
 KW3039;SPC PA S     -   102,182.311   710,128.231   MT  0.99996583   +0 50 23.3
 KW3039;SPC PA S     -   335,243.13  2,329,812.37   sFT  0.99996583   +0 50 23.3
 KW3039;UTM  18      - 4,456,115.159   376,196.178   MT  0.99978868   -0 56 26.0
 KW3039
 KW3039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3039!SPC PA S     -   0.99995037  x   0.99996583  =   0.99991621
 KW3039!UTM  18      -   0.99995037  x   0.99978868  =   0.99973906
 KW3039
 KW3039|---------------------------------------------------------------------|
 KW3039| PID    Reference Object                     Distance      Geod. Az  |
 KW3039|                                                           dddmmss.s |
 KW3039| CB3463 GOVERNOR DICK RM 1                   19.439 METERS 03707     |
 KW3039| KW3025 CORNWALL                                           08701     |
 KW3039| KW3029 LANCASTER GREIST BLDG LT TOP        APPROX.26.4 KM 1510336.9 |
 KW3039| CB3465 GOVERNOR DICK RM 2 REJECT                          26857     |
 KW3039| KW3074 CAMPBELL                            APPROX. 9.6 KM 2782655.0 |
 KW3039| CB3464 GOVERNOR DICK RM 2                   27.640 METERS 30237     |
 KW3039|---------------------------------------------------------------------|
 KW3039
 KW3039                          SUPERSEDED SURVEY CONTROL
 KW3039
 KW3039  ELLIP H (08/26/96)  316.33   (m)                       GP(       ) 4 1
 KW3039  NAD 83(1991)-  40 14 46.81193(N)    076 27 20.14930(W) AD(       ) 1
 KW3039  NAD 83(1986)-  40 14 46.81199(N)    076 27 20.14908(W) AD(       ) 1
 KW3039  NAD 27      -  40 14 46.47600(N)    076 27 21.26600(W) AD(       ) 1
 KW3039
 KW3039.Superseded values are not recommended for survey control.
 KW3039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3039.See file dsdata.txt to determine how the superseded data were derived.
 KW3039
 KW3039_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK7619656115(NAD 83)
 KW3039_MARKER: DT = TOPOGRAPHIC STATION DISK
 KW3039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3039_STAMPING: GOVERNOR DICK 1879 1978
 KW3039_MARK LOGO: NGS   
 KW3039_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KW3039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW3039+STABILITY: SURFACE MOTION
 KW3039_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW3039+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2006
 KW3039
 KW3039  HISTORY     - Date     Condition        Report By
 KW3039  HISTORY     - 1978     MONUMENTED       NGS
 KW3039  HISTORY     - 1889     SEE DESCRIPTION  CGS
 KW3039  HISTORY     - 1934     SEE DESCRIPTION  CGS
 KW3039  HISTORY     - 1934     SEE DESCRIPTION  CGS
 KW3039  HISTORY     - 1935     GOOD             CGS
 KW3039  HISTORY     - 1942     GOOD             CGS
 KW3039  HISTORY     - 1978     SEE DESCRIPTION  NGS
 KW3039  HISTORY     - 19941030 GOOD             ADRGS
 KW3039  HISTORY     - 20060122 GOOD             GEOCAC
 KW3039
 KW3039                          STATION DESCRIPTION
 KW3039
 KW3039'DESCRIBED BY COAST AND GEODETIC SURVEY 1889 (MM)
 KW3039'THIS STATION WAS RECOVERED AND RE-MARKED BY ASSISTANT STEHMAN FORNEY,
 KW3039'IN 1889.  IT IS SITUATED ON THE SOUTH MOUNTAIN RANGE, IN THE
 KW3039'SOUTHERN PART OF CORNWALL TOWNSHIP, AND IS ON GROUND OWNED BY MR.
 KW3039'ROBERT COLEMAN OF CORNWALL.
 KW3039'
 KW3039'IN 1884, THE MOUNTAIN HAS BEEN TURNED INTO A PARK AND PICNIC GROUNDS,
 KW3039'ITS NAME CHANGED TO MOUNT GRETNA, AND A SPIRAL STAIRCASE HAS BEEN
 KW3039'BUILT AROUND OUR TOWER.
 KW3039'
 KW3039'THE ORIGINAL SURFACE STONE AND EARTHEN CROCK (BURIED 4 FEET BELOW THE
 KW3039'SURFACE OF THE GROUND) MARKING THE CENTER OF STATION WERE FOUND
 KW3039'UNDISTURBED, BUT THE SURFACE REFERENCE STONES PLACED BY MR. MERRIMAN
 KW3039'COULD NOT BE FOUND.  THE NAIL AND EARTH WERE CAREFULLY REMOVED
 KW3039'FROM THE INSIDE OF THE CROCK (WHICH IS 8-1/2 INCHES LONG AND 6 INCHES
 KW3039'IN DIAMETER) AND IT WAS FILLED WITH PORTLAND CEMENT, INTO THIS EVEN
 KW3039'WITH THE TOP OF THE CROCK, WAS LET A BRASS BOLT 1/4-INCH IN DIAMETER
 KW3039'AND 2 INCHES LONG.  THIS BOLT HAS A 1/16-INCH HOLE IN ITS TOP WHICH
 KW3039'MARKS CENTER OF STATION.  AFTER THE CEMENT IN THE CROCK HAD FIRMLY
 KW3039'SET, 6 INCHES OF GROUTING COMPOUND OF PORTLAND CEMENT, FINE LIMESTONE
 KW3039'AND SAND, WAS PLACED OVER THE CROCK.  UPON THIS WAS PLACED A
 KW3039'SANDSTONE PIER 11 BY 7 INCHES AND 26 INCHES LONG WITH U.S.C. AND G.S.
 KW3039'CUT ON ITS W FACE.  AROUND THIS PIER, EVEN WITH THE SURFACE OF THE
 KW3039'GROUND, WAS PLACED GROUTING OF CEMENT LIMESTONE AND SAND, IN THE
 KW3039'CENTER OF THE TOP OF THIS STONE IS DRILLED A HOLE, INTO WHICH IS
 KW3039'PLACED A BRASS BOLT 1/4-INCH IN DIAMETER AND 2 INCHES LONG.  THIS
 KW3039'BOLT IS SEAMED BY LEAD, AND HAS A 1/16-INCH HOLE IN ITS TOP WHICH
 KW3039'MARKS THE CENTER OF STATION.  THE TOP OF THE PIER IS 8 INCHES
 KW3039'ABOVE THE SURFACE OF THE GROUND.
 KW3039'
 KW3039'THE STAIR WELL OF MR. COLEMANS NEW OBSERVATORY, BUILT OVER THE
 KW3039'STATION, RESTS ON 4 PIERS BUILT OF SOLID MASONRY LET INTO THE GROUND
 KW3039'5 FEET AND TOPPED WITH A SANDSTONE CAP 1.9 FEET SQUARE AND 2 FEET
 KW3039'THICK, INTO EACH ONE OF THESE PIERS IS PLACED A BRASS BOLT 1/4
 KW3039'INCH IN DIAMETER AND 2 INCHES LONG FASTENED WITH LEAD, EACH BOLT HAS
 KW3039'A 1/16-INCH HOLE IN ITS TOP TO WHICH THE FOLLOWING BEARINGS AND
 KW3039'MEASUREMENTS WERE MADE FROM STATION MARK ON THE TOP OF SANDSTONE
 KW3039'PIER.
 KW3039'
 KW3039'FROM N 45 DEG E (MAGNETIC), DISTANCE FROM CENTER IS 6.69 FEET.
 KW3039'FROM S 45 DEG E (MAGNETIC), DISTANCE FROM CENTER IS 6.69 FEET.
 KW3039'FROM S 45 DEG W (MAGNETIC), DISTANCE FROM CENTER IS 6.69 FEET.
 KW3039'FROM N 45 DEG W (MAGNETIC), DISTANCE FROM CENTER IS 6.69 FEET.
 KW3039'
 KW3039'THE OBSERVATORY AT GOVERNOR DICK, BUILT BY MR. ROBERT COLEMAN IS
 KW3039'CONSTRUCTED OF WOOD AND CROSS BRACED WITH IRON RODS.  IT HAS A
 KW3039'STAIR WELL 11 FEET, 10 INCHES BY 11 FEET, 0 INCHES RUNNING UP TO 60
 KW3039'FEET TO THE OBSERVING FLOOR, RESTING ON, AND BOLTED TO PIERS OF
 KW3039'MASONRY LET INTO THE GROUND 5 FEET.  OUTSIDE OF THIS IS A STRUCTURE
 KW3039'29 FEET, 9-1/2 INCHES BY 29 FEET 9-1/2 INCHES.  AT THE BASE,
 KW3039'RESTING ON, AND BOLTED ONTO PIERS OF MASONRY LET INTO THE GROUND 20
 KW3039'FEET 1-1/2 INCHES BY 20 FEET 1-1/2 INCHES, THIS PLATFORM COMPRISES
 KW3039'THE OBSERVING FLOOR, AND IS REACHED BY AN EASY STAIRWAY.  ABOVE
 KW3039'AND OVER THIS FLOOR IS A ROOF, THE PEAK OF WHICH IS 83 FEET ABOVE
 KW3039'THE GROUND.  THE WHOLE STRUCTURE IS BRACED AND BOLTED TOGETHER IN
 KW3039'SUCH A WAY AS TO MAKE IT ALL IN ONE PIECE, IN CONSEQUENCE OF WHICH IT
 KW3039'WILL BE IMPRACTICABLE TO OBTAIN SATISFACTORY RESULTS FROM THE
 KW3039'TOP OF THE OBSERVATORY WITH THE FINELY ADJUSTED INSTRUMENTS OF THE
 KW3039'SURVEY.  THE CENTER OF THE BASE OF THE OBSERVATORY IS PRECISELY OVER
 KW3039'THE CENTER OF THE STATION, BUT OWING TO A SLIGHT MISTAKE IN FRAMING
 KW3039'THE BRACES AT THE TOP, THE PEAK OF THE ROOF IS NOT OVER THE CENTER
 KW3039'OF THE STATION, THAT IS THE TOP OF THE PEAK OF THE ROOF IN ONE
 KW3039'DIRECTION IS 0.525 DEG N (MAGNETIC) FROM THE CENTER OF STATION, WHILE
 KW3039'LOOKING AT THE PEAK OF THE ROOF FROM THE N OR S, IT IS PRECISELY
 KW3039'OVER THE CENTER OF THE STATION.  A POLE 2-1/2 INCHES IN DIAMETER AND
 KW3039'3 FEET LONG WAS PLACED IN THE ROOF AND CENTERED OVER THE STATION.
 KW3039
 KW3039                          STATION RECOVERY (1934)
 KW3039
 KW3039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JSB)
 KW3039'THE STATION MARK RECOVERED AS DESCRIBED, EXCEPT ABOUT 4 INCHES OF THE
 KW3039'TOP OF THE 7- BY 11-INCH STONE BEARING THE SURFACE MARK HAS
 KW3039'BEEN BROKEN OFF AND THE THREE PIECES CAREFULLY CEMENTED BACK ON.  IN
 KW3039'THE CENTER ON TOP OF THE STONE IS A TABLET STATION MARK OF THE CORPS
 KW3039'OF ENGINEERS, U.S. ARMY.  THE STONE MONUMENT PROJECTS ABOUT 13 INCHES
 KW3039'ABOVE THE SURFACE.
 KW3039'
 KW3039'THE 3/4-INCH ANCHOR RODS AND BASE OF THE PIERS OF THE OLD OBSERVATORY
 KW3039'WERE ALL RECOVERED.  NOTHING REMAINS OF THE OLD TOWER.
 KW3039'
 KW3039'THE HILL, ONE TIME A PARK, IS COVERED WITH SMALL TREES AND BRUSH.  AN
 KW3039'OLD ROAD, FAIRLY GOOD, LEADS FROM THE PUBLIC ROAD TO THE STATION.
 KW3039'THE STATION IS ABOUT 1.2 MILES TO THE EASTWARD OF MT. GRETNA POST
 KW3039'OFFICE, AND 2.3 MILES BY ROAD TO THE EASTWARD OF MT. GRETNA
 KW3039'PENNSYLVANIA NATIONAL GUARD CAMP.
 KW3039
 KW3039                          STATION RECOVERY (1934)
 KW3039
 KW3039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JB)
 KW3039'THE U.S.E.D. STATION MARK MENTIONED IN THE OLD DESCRIPTION WAS
 KW3039'REMOVED AND A NEW U.S.C. AND G.S. STATION MARK AND UNDERGROUND
 KW3039'MARK WERE PLACED IN THE EXACT POSITION OF THE OLD STATION AND
 KW3039'UNDERGROUND MARKS.  THE OLD WOODEN TOWER THAT WAS STANDING OVER THE
 KW3039'OLD STATION WAS TORN DOWN AS IT WAS NOT FIT FOR FURTHER USE.
 KW3039'
 KW3039'THE STATION IS AT THE SITE OF THE OLD GOVERNOR DICK OBSERVATORY, 18
 KW3039'PACES E OF A DIM ROAD, AND SURROUNDED BY A SMALL GROWTH OF TREES.
 KW3039'THE STATION MARK IS A CONCRETE MONUMENT WITH A STANDARD DISK SET IN
 KW3039'THE TOP AND STAMPED GOVERNOR DICK 1879 1934.  THE MARK PROJECTS 6
 KW3039'INCHES ABOVE GROUND.
 KW3039'
 KW3039'REFERENCE MARK NO. 1 IS A NEW ESTABLISHED MARK.  IT IS 19.439 METERS,
 KW3039'63.78 FEET, NE OF THE STATION, AND 3 PACES E OF A 6-INCH HICKORY
 KW3039'TREE.  THE MARK IS A STANDARD DISK SET IN BEDROCK AND STAMPED
 KW3039'GOVERNOR DICK NO. 1 1879 1934.
 KW3039'
 KW3039'REFERENCE MARK NO. 2 IS A NEW ESTABLISHED MARK.  IT IS 27.640 METERS,
 KW3039'90.68 FEET, NW OF THE STATION, ACROSS AN OLD ROAD FROM THE STATION,
 KW3039'13 PACES NW OF AN OLD ROAD.  THE MARK IS A STANDARD DISK SET IN
 KW3039'BEDROCK AND STAMPED GOVERNOR DICK NO.  2 1879 1934.
 KW3039'
 KW3039'NO AZIMUTH MARK WAS SET AS THERE WAS NO PLACE WHERE IT WOULD BE
 KW3039'VISIBLE FROM GROUND.
 KW3039'
 KW3039'A 37-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 KW3039
 KW3039                          STATION RECOVERY (1935)
 KW3039
 KW3039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JB)
 KW3039'STATION AND MARKS FOUND IN GOOD CONDITION.  DESCRIPTION WRITTEN
 KW3039'(1934) FOUND TO BE CORRECT (EXCEPT FOR THE DISTANCE TO REFERENCE
 KW3039'MARK NO. 2 WHICH IS 27.629 METERS).
 KW3039'
 KW3039'A 50-FOOT WOODEN TOWER HAS BEEN BUILT BY THE PROPERTY OWNER OVER THE
 KW3039'STATION MARK.  A 50-FOOT TOWER WAS BUILT OVER REFERENCE MARK
 KW3039'NO. 1 AND CLEARED ALL LINES.
 KW3039'
 KW3039'NO CUT-INS VISIBLE FROM GROUND.
 KW3039
 KW3039                          STATION RECOVERY (1942)
 KW3039
 KW3039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW3039'STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS BUT REFERENCE MARK
 KW3039'NO. 1 IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS RESET IN THE SAME
 KW3039'LOCATION.  THE STATION IS LOCATED ON THE SOUTH MOUNTAIN RANGE WHICH
 KW3039'IS IN THE SOUTHERN PART OF CORNWALL TOWNSHIP.  MARK IS 18
 KW3039'PACES E OF THE WOODS ROAD LEADING TO THE STATION IN A SMALL CLEARING.
 KW3039'A SMALL SQUARE WOOD TOWER STANDS OVER THE STATION AT PRESENT.
 KW3039'THE MARK IS STAMPED GOVERNOR DICK 1879 1934 AND PROJECTS ABOUT 4
 KW3039'INCHES.
 KW3039'
 KW3039'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN CONCRETE.
 KW3039'
 KW3039'REFERENCE MARK NO. 1 IS 63.78 FEET NE OF THE STATION AND 3 PACES E OF
 KW3039'A 6-INCH HICKORY TREE.  MARK IS STAMPED GOVERNOR DICK 1879
 KW3039'1934 NO. 1.
 KW3039'
 KW3039'REFERENCE MARK NO. 2 IS 90.68 FEET NW OF THE STATION AND 13 PACES NW
 KW3039'OF THE ROAD LEADING TO THE STATION.  MARK IS STAMPED GOVERNOR
 KW3039'DICK NO. 2 1879 1934.
 KW3039'
 KW3039'AS THERE WAS NO SUITABLE PLACE FOR AN AZIMUTH MARK, NONE WAS SET.
 KW3039'
 KW3039'TO REACH THE STATION FROM THE POST OFFICE IN MT. GRETNA GO N ON THE
 KW3039'MAIN ROAD FOR ABOUT 50 YARDS TO A SIDE ROAD RIGHT, TURN RIGHT AND
 KW3039'GO E ON MACADAM ROAD FOR 1.0 MILE TO A SIDE ROAD LEFT (TRIANGULAR
 KW3039'BLAZE ON RIGHT SIDE OF ROAD), TURN LEFT THROUGH A WHITE BAR GATE
 KW3039'(THIS GATE IS KEPT LOCKED, THE KEY MAY BE OBTAINED FROM MR. CLARENCE
 KW3039'SCHOCK AT MOUNT JOY, PENNSYLVANIA) AND GO 0.7 MILE TO THE
 KW3039'STATION ON THE RIGHT.  FOLLOW MAIN ROAD UP THE HILL.
 KW3039
 KW3039                          STATION RECOVERY (1978)
 KW3039
 KW3039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 KW3039'NO OTHER OBJECTS V.G.
 KW3039'
 KW3039'THE STATION SURFACE MARK AND REFERENCE MARK ONE WERE FOUND
 KW3039'DESTROYED.  THE DISKS HAD BEEN PRIED OUT OF THE CONCRETE.  THE
 KW3039'STATION SUB-SURFACE MARK AND REFERENCE 2 WERE FOUND IN GOOD
 KW3039'CONDITION.  A NEW STATION SURFACE MARK AND A NEW REFERENCE MARK
 KW3039'3 WERE SET AT THIS DATE.  A SHORTER DISTANCE OF 0.04 FOOT OR 0.014
 KW3039'METER WAS NOTED TO REFERENCE MARK 2.  THE 1934 MEASUREMENT
 KW3039'APPEARED TO HAVE BEEN A SLOPE MEASUREMENT.
 KW3039'
 KW3039'A COMPLETE NEW DESCRIPTION FOLLOWS.
 KW3039'
 KW3039'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF LEBANON, 1 MILE
 KW3039'SOUTHEAST OF MT. GRETNA, 1/2 MILE NORTH OF THE PENNSYLVANIA
 KW3039'TURNPIKE, AND ON PROPERTY OWNED BY THE TOWNSHIP SCHOOL DISTRICT.
 KW3039'
 KW3039'TO REACH FROM THE POST OFFICE IN MT. GRETNA, GO NORTHEAST ON STATE
 KW3039'HIGHWAY 117 FOR ABOUT 50 FEET TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 KW3039'GO SOUTHEAST ON MACADAM ROAD FOR 1.0 MILE TO A BLADED ROAD LEFT.
 KW3039'TURN LEFT, GO NORTHEAST ON THE BLADED ROAD FOR 0.7 MILE TO A CLEARING
 KW3039'AND A LARGE CONCRETE SILO SHAPED LOOKOUT ON THE RIGHT AND THE
 KW3039'STATION JUST NORTH OF THE SILO.
 KW3039'
 KW3039'THE STATION SURFACE MARK IS A STANDARD DISK STAMPED GOVERNOR DICK
 KW3039'1879 1978 SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH
 KW3039'IS 1-INCH BELOW THE SURFACE.  THE SUB-SURFACE DISK IS STAMPED
 KW3039'GOVERNOR DICK 1879 1934 SET IN A 8-INCH MASS OF CONCRETE 3 FEET BELOW
 KW3039'THE SURFACE.  IT IS 52 FEET SOUTH-SOUTHWEST OF A WITNESS POST,
 KW3039'51 FEET EAST-SOUTHEAST OF THE CENTER OF THE ROAD AND 17.5 FEET
 KW3039'NORTH OF THE NORTH SIDE OF THE CONCRETE SILO.
 KW3039'
 KW3039'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GOVERNOR DICK NO 2 1879
 KW3039'1934 SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 1-FOOT.  IT IS
 KW3039'103.3 FEET NORTHWEST OF THE NORTHWEST SIDE OF THE SILO, 87.7 FEET
 KW3039'WEST OF THE WITNESS POST AND 35 FEET NORTHWEST OF THE CENTER OF
 KW3039'THE ROAD.
 KW3039'
 KW3039'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GOVERNOR DICK 1879 NO 3
 KW3039'1978 SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 1-FOOT.  IT IS
 KW3039'76.8 FEET NORTH-NORTHEAST OF THE NORTH-NORTHEAST SIDE OF THE
 KW3039'SILO, 65 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 27.2 FEET
 KW3039'EAST-NORTHEAST OF THE WITNESS POST AND 10 FEET NORTH OF THE NORTH
 KW3039'EDGE OF THE CLEARING.
 KW3039'
 KW3039'THERE IS NO AZIMUTH MARK AT THIS STATION, AND THERE IS NO PLACE TO
 KW3039'SET ONE WHICH WOULD BE VISIBLE FROM THE GROUND.
 KW3039'
 KW3039'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTHEAST
 KW3039'OF MT. GRETNA.
 KW3039
 KW3039                          STATION RECOVERY (1994)
 KW3039
 KW3039'RECOVERY NOTE BY ADR GEODETIC SERVICES 1994 (BAW)
 KW3039'RECOVERED AS DESCRIBED.
 KW3039
 KW3039                          STATION RECOVERY (2006)
 KW3039
 KW3039'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW3039'STATION AND REFERENCE MARKS FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI8155 ***********************************************************************
 AI8155  DESIGNATION -  GPS 1
 AI8155  PID         -  AI8155
 AI8155  STATE/COUNTY-  PA/MONTGOMERY
 AI8155  USGS QUAD   -  VALLEY FORGE (1992)
 AI8155
 AI8155                         *CURRENT SURVEY CONTROL
 AI8155  ___________________________________________________________________
 AI8155* NAD 83(1996)-  40 05 27.17536(N)    075 24 40.75936(W)     ADJUSTED  
 AI8155* NAVD 88     -        55.4    (meters)     182.     (feet)  GPS OBS   
 AI8155  ___________________________________________________________________
 AI8155  X           -   1,230,734.881 (meters)                     COMP
 AI8155  Y           -  -4,728,694.484 (meters)                     COMP
 AI8155  Z           -   4,085,724.695 (meters)                     COMP
 AI8155  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 AI8155  ELLIP HEIGHT-          21.76  (meters)          (08/10/01) GPS OBS
 AI8155  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 AI8155
 AI8155  HORZ ORDER  -  FIRST
 AI8155  ELLP ORDER  -  FOURTH    CLASS II
 AI8155
 AI8155.The horizontal coordinates were established by GPS observations
 AI8155.and adjusted by the National Geodetic Survey in May 2001..
 AI8155
 AI8155.The orthometric height was determined by GPS observations and a
 AI8155.high-resolution geoid model.
 AI8155
 AI8155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8155
 AI8155.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8155
 AI8155.The ellipsoidal height was determined by GPS observations
 AI8155.and is referenced to NAD 83.
 AI8155
 AI8155.The geoid height was determined by GEOID03.
 AI8155
 AI8155;                    North         East     Units Scale Factor Converg.
 AI8155;SPC PA S     -    86,754.735   799,416.241   MT  0.99997910   +1 31 02.3
 AI8155;SPC PA S     -   284,627.83  2,622,751.45   sFT  0.99997910   +1 31 02.3
 AI8155;UTM  18      - 4,437,925.371   464,936.213   MT  0.99961513   -0 15 53.6
 AI8155
 AI8155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8155!SPC PA S     -   0.99999659  x   0.99997910  =   0.99997569
 AI8155!UTM  18      -   0.99999659  x   0.99961513  =   0.99961172
 AI8155
 AI8155                          SUPERSEDED SURVEY CONTROL
 AI8155
 AI8155  ELLIP H (05/11/01)   21.73   (m)                       GP(       ) 4 2
 AI8155  NAD 83(1996)-  40 05 27.17539(N)    075 24 40.75939(W) AD(       ) 1
 AI8155  ELLIP H (10/27/00)   21.69   (m)                       GP(       ) 4 2
 AI8155
 AI8155.Superseded values are not recommended for survey control.
 AI8155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8155.See file dsdata.txt to determine how the superseded data were derived.
 AI8155
 AI8155_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6493637925(NAD 83)
 AI8155_MARKER: DD = SURVEY DISK
 AI8155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8155_STAMPING: GPS 1
 AI8155_MARK LOGO: PATUCO
 AI8155_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8155+STABILITY: SURFACE MOTION
 AI8155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8155+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2006
 AI8155
 AI8155  HISTORY     - Date     Condition        Report By
 AI8155  HISTORY     - 1998     MONUMENTED       GPSSER
 AI8155  HISTORY     - 20060820 GOOD             GEOCAC
 AI8155
 AI8155                          STATION DESCRIPTION
 AI8155
 AI8155'DESCRIBED BY GPS SERVICES INCORPORATED 1998 (DD)
 AI8155'THE STATION IS LOCATED IN THE SOUTHWESTERN PART OF MONTGOMERY COUNTY
 AI8155'PENNSYLVANNIA NEAR THE INTERSECTION OF THE PENNSYLVANIA TURNPIKE AND
 AI8155'HIGHWAY 422. TO REACH THE STATION FROM THE DOWNINGTOWN INTERCHANGE
 AI8155'(EXIT 23) OF THE TURNPIKE, GO EAST ALONG THE TURNPIKE APPROXIMATELY
 AI8155'22.3 KM (13.85 MI) TO MILEPOST 326.3, CONTINUE 88.7 M (291.0 FT) TO
 AI8155'THE STATION ON THE RIGHT. THE STATION IS 13.5 M (44.3 FT) WEST OF THE
 AI8155'SOUTH EDGE OF PAVEMENT OF THE EAST BOUND LANE OF THE TURNPIKE IN THE
 AI8155'AREA EAST OF THE EXIT RAMP. THE MARK IS A BRASS PENNSYLVANIA TURNPIKE
 AI8155'COMMISION DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AI8155'MONUMENT, SET FLUSH WITH THE GROUND.  IT IS 4.2 M (13.8 FT) NORTHEAST
 AI8155'OF THE NORTHERLY EDGE OF PAVEMENT OF THE EASTBOUND EXIT RAMP TO THE
 AI8155'VALLEY FORGE INTERCHANGE (EXIT 24) AND 9.0 M (29.5 FT) NORTHEASTERLY
 AI8155'FROM A 5/8 INCH IRON PIN SET APPROXIMATELY 0.6 M (2.0 FT) FROM THE
 AI8155'NORTHERLY EDGE OF PAVEMENT OF THE VALLEY FORGE INTERCHANGE EASTBOUND
 AI8155'EXIT RAMP, AND 3.5 M (11.5 FT) NORTH OF A 5/8 INCH IRON PIN SET
 AI8155'APPROXIMATELY 0.7 M (2.3 FT) FROM THE NORTHERLY EDGE OF THE SAME EXIT
 AI8155'RAMP, AND 11.3 M (37.1 FT) NORTHWESTERLY OF A 5/8 INCH IRON PIN SET
 AI8155'APPROXIMATELY 0.76 M (2.5 FT) FROM THE SAME NORTHERLY EDGE OF THE EXIT
 AI8155'RAMP.  THE STATION IS INTERVISIBLE WITH STATION GPS 2 LOCATED TO THE
 AI8155'EAST.
 AI8155'
 AI8155
 AI8155                          STATION RECOVERY (2006)
 AI8155
 AI8155'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 AI8155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI8164 ***********************************************************************
 AI8164  DESIGNATION -  GPS 10
 AI8164  PID         -  AI8164
 AI8164  STATE/COUNTY-  PA/MONTGOMERY
 AI8164  USGS QUAD   -  TELFORD (1995)
 AI8164
 AI8164                         *CURRENT SURVEY CONTROL
 AI8164  ___________________________________________________________________
 AI8164* NAD 83(1996)-  40 15 09.09825(N)    075 20 53.46692(W)     ADJUSTED  
 AI8164* NAVD 88     -        76.3    (meters)     250.     (feet)  GPS OBS   
 AI8164  ___________________________________________________________________
 AI8164  X           -   1,233,020.127 (meters)                     COMP
 AI8164  Y           -  -4,716,148.547 (meters)                     COMP
 AI8164  Z           -   4,099,452.806 (meters)                     COMP
 AI8164  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 AI8164  ELLIP HEIGHT-          42.13  (meters)          (08/10/01) GPS OBS
 AI8164  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 AI8164
 AI8164  HORZ ORDER  -  FIRST
 AI8164  ELLP ORDER  -  FOURTH    CLASS II
 AI8164
 AI8164.The horizontal coordinates were established by GPS observations
 AI8164.and adjusted by the National Geodetic Survey in May 2001..
 AI8164
 AI8164.The orthometric height was determined by GPS observations and a
 AI8164.high-resolution geoid model.
 AI8164
 AI8164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8164
 AI8164.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8164
 AI8164.The ellipsoidal height was determined by GPS observations
 AI8164.and is referenced to NAD 83.
 AI8164
 AI8164.The geoid height was determined by GEOID03.
 AI8164
 AI8164;                    North         East     Units Scale Factor Converg.
 AI8164;SPC PA S     -   104,840.836   804,310.448   MT  0.99996545   +1 33 29.8
 AI8164;SPC PA S     -   343,965.31  2,638,808.53   sFT  0.99996545   +1 33 29.8
 AI8164;UTM  18      - 4,455,844.028   470,388.754   MT  0.99961079   -0 13 29.9
 AI8164
 AI8164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8164!SPC PA S     -   0.99999339  x   0.99996545  =   0.99995884
 AI8164!UTM  18      -   0.99999339  x   0.99961079  =   0.99960418
 AI8164
 AI8164                          SUPERSEDED SURVEY CONTROL
 AI8164
 AI8164  ELLIP H (05/11/01)   42.09   (m)                       GP(       ) 4 2
 AI8164  NAD 83(1996)-  40 15 09.09848(N)    075 20 53.46708(W) AD(       ) 1
 AI8164  ELLIP H (10/27/00)   42.06   (m)                       GP(       ) 4 2
 AI8164
 AI8164.Superseded values are not recommended for survey control.
 AI8164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8164.See file dsdata.txt to determine how the superseded data were derived.
 AI8164
 AI8164_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7038955844(NAD 83)
 AI8164_MARKER: DD = SURVEY DISK
 AI8164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8164_STAMPING: GPS 10
 AI8164_MARK LOGO: PATUCO
 AI8164_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8164+STABILITY: SURFACE MOTION
 AI8164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8164+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2006
 AI8164
 AI8164  HISTORY     - Date     Condition        Report By
 AI8164  HISTORY     - 1998     MONUMENTED       CZOP
 AI8164  HISTORY     - 20060307 GOOD             ACT
 AI8164
 AI8164                          STATION DESCRIPTION
 AI8164
 AI8164'DESCRIBED BY CZOP/SPECTER INC. 1998 (DD)
 AI8164'THE STATION IS LOCATED IN THE CENTRAL PART OF MONTGOMERY COUNTY
 AI8164'PENNSYLVANNIA ABOUT TEN MILES NORTH OF THE INTERSECTION OF THE
 AI8164'PENNSYLVANIA TURNPIKE AND HIGHWAY 476, JUST NORTH OF THE LANDSDALE
 AI8164'INTERCHANGE. TO REACH THE STATION FROM THE PENNSYLVANIA TURNPIKE
 AI8164'QUAKERTOWN INTERCHANGE (EXIT 32) GO SOUTH ALONG THE TURNPIKE FOR 20.0
 AI8164'KM (12.45 MI) TO MILEPOST 11.6, CONTINUE SOUTH 15.8 M (51.8 FT) TO THE
 AI8164'STATION ON THE RIGHT. THE STATION IS 10.4 M (34.1 FT) EAST OF THE
 AI8164'RIGHT OF WAY FENCE. THE MARK IS A PENNSYLVANIA TURNPIKE COMMISION
 AI8164'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AI8164'SET FLUSH WITH THE GROUND.  IT IS 11.4 M (37.4 FT) SET APPROXIMATELY
 AI8164'1.1 M (3.6 FT) EAST OF THE RIGHT OF WAY FENCE, AND EAST 9.21 M (30.2
 AI8164'FT) FROM A 5/8 INCH IRON PIN SET 1.2 M (3.9 FT) EAST OF THE RIGHT OF
 AI8164'WAY FENCE, AND 12.26 M (40.2 FT) NORTHEASTERLY FROM A 5/8 INCH IRON
 AI8164'PIN SET 1.4 M (4.6 FT) EAST OF THE RIGHT OF WAY FENCE.  THE STATION IS
 AI8164'INTERVISIBLE WITH STATION GPS 9 LOCATED TO THE SOUTH.
 AI8164
 AI8164                          STATION RECOVERY (2006)
 AI8164
 AI8164'RECOVERY NOTE BY ACT ENGINEERS INCORPORATED 2006 (PD)
 AI8164'RECOVERED IN GOOD CONDITION.  STATION DESCRIPTION IS INCORRECT.  THE
 AI8164'STATION DESCRIPTION PROVIDED IS FOR MARK GPS 9 (PID AI8163).  THE
 AI8164'CORRECT DESCRIPTION FOR STATION CAN BE FOUND ON THE DATA SHEET FOR GPS
 AI8164'9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2393 ***********************************************************************
 KX2393  DESIGNATION -  GPS 140
 KX2393  PID         -  KX2393
 KX2393  STATE/COUNTY-  PA/ALLEGHENY
 KX2393  USGS QUAD   -  GLASSPORT (1988)
 KX2393
 KX2393                         *CURRENT SURVEY CONTROL
 KX2393  ___________________________________________________________________
 KX2393* NAD 83(1992)-  40 16 51.44426(N)    079 55 03.67453(W)     ADJUSTED  
 KX2393* NAVD 88     -       343.6    (meters)    1127.     (feet)  VERTCON   
 KX2393  ___________________________________________________________________
 KX2393  X           -     853,051.754 (meters)                     COMP
 KX2393  Y           -  -4,797,582.990 (meters)                     COMP
 KX2393  Z           -   4,102,034.869 (meters)                     COMP
 KX2393  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 KX2393  ELLIP HEIGHT-         310.13  (meters)          (06/21/02) GPS OBS
 KX2393  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 KX2393
 KX2393  HORZ ORDER  -  FIRST
 KX2393  ELLP ORDER  -  FOURTH    CLASS I
 KX2393
 KX2393.The horizontal coordinates were established by GPS observations
 KX2393.and adjusted by the National Geodetic Survey in June 2002..
 KX2393
 KX2393.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2393
 KX2393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KX2393
 KX2393.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2393
 KX2393.The ellipsoidal height was determined by GPS observations
 KX2393.and is referenced to NAD 83.
 KX2393
 KX2393.The geoid height was determined by GEOID03.
 KX2393
 KX2393;                    North         East     Units Scale Factor Converg.
 KX2393;SPC PA S     -   107,481.307   415,678.865   MT  0.99996387   -1 24 23.0
 KX2393;SPC PA S     -   352,628.25  1,363,773.08   sFT  0.99996387   -1 24 23.0
 KX2393;UTM  17      - 4,459,503.305   592,007.040   MT  0.99970420   +0 41 59.3
 KX2393
 KX2393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2393!SPC PA S     -   0.99995135  x   0.99996387  =   0.99991522
 KX2393!UTM  17      -   0.99995135  x   0.99970420  =   0.99965557
 KX2393
 KX2393                          SUPERSEDED SURVEY CONTROL
 KX2393
 KX2393  NAD 83(1995)-  40 16 51.44518(N)    079 55 03.67596(W) AD(       ) 1
 KX2393  NAD 83(1986)-  40 16 51.44650(N)    079 55 03.68187(W) AD(       ) 1
 KX2393  NGVD 29 (02/08/94)  343.8    (m)         1128.     (f) GPS OBS        
 KX2393
 KX2393.Superseded values are not recommended for survey control.
 KX2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2393.See file dsdata.txt to determine how the superseded data were derived.
 KX2393
 KX2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE9200759503(NAD 83)
 KX2393_MARKER: S = SPIKE
 KX2393_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KX2393_SP_SET: DRIVEN INTO GROUND
 KX2393_MARK LOGO: HARTMN
 KX2393_MAGNETIC: I = MARKER IS A STEEL ROD
 KX2393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX2393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX2393+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1989
 KX2393
 KX2393  HISTORY     - Date     Condition        Report By
 KX2393  HISTORY     - 1988     MONUMENTED       HARTMN
 KX2393  HISTORY     - 19890605 GOOD             HARTMN
 KX2393
 KX2393                          STATION DESCRIPTION
 KX2393
 KX2393'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 KX2393'THIS STATION IS A RAILROAD SPIKE SET AT THE NW CORNER OF AN ASPHALT
 KX2393'PARKING AREA AT THE EQUITRANS GAS COMPRESSOR STATION. TO REACH THE
 KX2393'STATION FROM THE INTERSECTION OF RIDGE ROAD AND PA ROUTE 51 IN
 KX2393'JEFFERSON BORO, GO WEST ON RIDGE ROAD FOR APPROXIMATELY 0.5 MI
 KX2393'(0.8 KM) TO A HIGH VOLTAGE POWER LINE AND THE GAS COMPRESSOR STATION
 KX2393'ON THE LEFT. THE POINT IS PHOTO IDENTIFIABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2495 ***********************************************************************
 KX2495  DESIGNATION -  GPS 144
 KX2495  PID         -  KX2495
 KX2495  STATE/COUNTY-  PA/ALLEGHENY
 KX2495  USGS QUAD   -  GLASSPORT (1988)
 KX2495
 KX2495                         *CURRENT SURVEY CONTROL
 KX2495  ___________________________________________________________________
 KX2495* NAD 83(1986)-  40 16 27.     (N)    079 53 05.     (W)     SCALED    
 KX2495* NAVD 88     -       225.992  (meters)     741.44   (feet)  ADJUSTED  
 KX2495  ___________________________________________________________________
 KX2495  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KX2495  DYNAMIC HT  -         225.871 (meters)     741.05  (feet)  COMP
 KX2495  MODELED GRAV-     980,086.8   (mgal)                       NAVD 88
 KX2495
 KX2495  VERT ORDER  -  SECOND    CLASS I
 KX2495
 KX2495.The horizontal coordinates were scaled from a topographic map and have
 KX2495.an estimated accuracy of +/- 6 seconds.
 KX2495
 KX2495.The orthometric height was determined by differential leveling
 KX2495.and adjusted by the National Geodetic Survey in September 1994..
 KX2495
 KX2495.The geoid height was determined by GEOID03.
 KX2495
 KX2495.The dynamic height is computed by dividing the NAVD 88
 KX2495.geopotential number by the normal gravity value computed on the
 KX2495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX2495.degrees latitude (g = 980.6199 gals.).
 KX2495
 KX2495.The modeled gravity was interpolated from observed gravity values.
 KX2495
 KX2495;                    North         East    Units  Estimated Accuracy
 KX2495;SPC PA S     -   106,660.      418,460.      MT  (+/- 180 meters Scaled)
 KX2495
 KX2495                          SUPERSEDED SURVEY CONTROL
 KX2495
 KX2495.No superseded survey control is available for this station.
 KX2495
 KX2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE948587(NAD 83)
 KX2495_MARKER: Z = SEE DESCRIPTION
 KX2495_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KX2495_SP_SET: STORM INLET
 KX2495_MARK LOGO: NONE  
 KX2495_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX2495
 KX2495  HISTORY     - Date     Condition        Report By
 KX2495  HISTORY     - 1989     MONUMENTED       HARTMN
 KX2495
 KX2495                          STATION DESCRIPTION
 KX2495
 KX2495'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 KX2495'A TACK IN A LEAD PLUG IN THE NORTHWEST CORNER OF A STORM INLET IN THE
 KX2495'TRAFFIC ISLAND AT THE INTERSECTION OF 3RD STREET AND MCKEESPORT ROAD
 KX2495'IN ELIZABETH BOROUGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI8156 ***********************************************************************
 AI8156  DESIGNATION -  GPS 2
 AI8156  PID         -  AI8156
 AI8156  STATE/COUNTY-  PA/MONTGOMERY
 AI8156  USGS QUAD   -  VALLEY FORGE (1992)
 AI8156
 AI8156                         *CURRENT SURVEY CONTROL
 AI8156  ___________________________________________________________________
 AI8156* NAD 83(1996)-  40 05 37.34923(N)    075 24 03.73564(W)     ADJUSTED  
 AI8156* NAVD 88     -        47.5    (meters)     156.     (feet)  GPS OBS   
 AI8156  ___________________________________________________________________
 AI8156  X           -   1,231,531.190 (meters)                     COMP
 AI8156  Y           -  -4,728,272.109 (meters)                     COMP
 AI8156  Z           -   4,085,959.691 (meters)                     COMP
 AI8156  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 AI8156  ELLIP HEIGHT-          13.90  (meters)          (08/10/01) GPS OBS
 AI8156  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 AI8156
 AI8156  HORZ ORDER  -  FIRST
 AI8156  ELLP ORDER  -  FOURTH    CLASS II
 AI8156
 AI8156.The horizontal coordinates were established by GPS observations
 AI8156.and adjusted by the National Geodetic Survey in May 2001..
 AI8156
 AI8156.The orthometric height was determined by GPS observations and a
 AI8156.high-resolution geoid model.
 AI8156
 AI8156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8156
 AI8156.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8156
 AI8156.The ellipsoidal height was determined by GPS observations
 AI8156.and is referenced to NAD 83.
 AI8156
 AI8156.The geoid height was determined by GEOID03.
 AI8156
 AI8156;                    North         East     Units Scale Factor Converg.
 AI8156;SPC PA S     -    87,091.689   800,284.624   MT  0.99997880   +1 31 26.4
 AI8156;SPC PA S     -   285,733.32  2,625,600.47   sFT  0.99997880   +1 31 26.4
 AI8156;UTM  18      - 4,438,235.041   465,814.336   MT  0.99961439   -0 15 29.8
 AI8156
 AI8156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8156!SPC PA S     -   0.99999782  x   0.99997880  =   0.99997662
 AI8156!UTM  18      -   0.99999782  x   0.99961439  =   0.99961221
 AI8156
 AI8156                          SUPERSEDED SURVEY CONTROL
 AI8156
 AI8156  ELLIP H (05/11/01)   13.88   (m)                       GP(       ) 4 2
 AI8156  NAD 83(1996)-  40 05 37.34927(N)    075 24 03.73567(W) AD(       ) 1
 AI8156  ELLIP H (10/27/00)   13.84   (m)                       GP(       ) 4 2
 AI8156
 AI8156.Superseded values are not recommended for survey control.
 AI8156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8156.See file dsdata.txt to determine how the superseded data were derived.
 AI8156
 AI8156_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6581438235(NAD 83)
 AI8156_MARKER: DD = SURVEY DISK
 AI8156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8156_STAMPING: GPS 2
 AI8156_MARK LOGO: PATUCO
 AI8156_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8156+STABILITY: SURFACE MOTION
 AI8156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8156+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI8156
 AI8156  HISTORY     - Date     Condition        Report By
 AI8156  HISTORY     - 1998     MONUMENTED       CZOP
 AI8156
 AI8156                          STATION DESCRIPTION
 AI8156
 AI8156'DESCRIBED BY CZOP/SPECTER INC. 1998 (DD)
 AI8156'THE STATION IS LOCATED IN THE SOUTHWESTERN PART OF MONTGOMERY COUNTY
 AI8156'PENNSYLVANNIA JUST EAST OF THE INTERSECTION OF THE PENNSYLVANIA
 AI8156'TURNPIKE AND HIGHWAY 422. TO REACH THE STATION FROM THE NORRISTOWN
 AI8156'INTERCHANGE (EXIT 25) OF THE TURNPIKE, GO WEST ALONG THE TURNPIKE
 AI8156'APPROXIMATELY 10.1 KM (6.30 MI) TO MILEPOST 328.6, CONTINUE 84.1 M
 AI8156'(275.9 FT) TO THE STATION ON THE RIGHT. THE STATION IS 10.2 M (33.5
 AI8156'FT) NORTH OF THE NORTH EDGE OF PAVEMENT OF THE WEST BOUND LANE OF THE
 AI8156'TURNPIKE IN THE GRASS AREA WITHIN THE TURNPIKE RIGHT OF WAY
 AI8156'APPROXIMATELY 1.15 M (3.8 FT) SOUTH OF THE RIGHT OF WAY FENCE. THE
 AI8156'MARK IS A BRASS PENNSYLVANIA TURNPIKE COMMISION DISK SET IN THE TOP OF
 AI8156'A 12-INCH CYLINDRICAL CONCRETE MONUMENT, SET FLUSH WITH THE GROUND.
 AI8156'IT IS 17.21 M (56.5 FT) EAST OF A 5/8 INCH IRON PIN SET APPROXIMATELY
 AI8156'0.61 M (2.0 FT) SOUTH OF THE RIGHT OF WAY FENCE, AND 9.15 M (30.0 FT)
 AI8156'EAST OF A 5/8 INCH IRON PIN SET APPROXIMATELY 0.8 M (2.6 FT) SOUTH OF
 AI8156'THE RIGHT OF WAY FENCE, AND 9.01 M (29.6 FT) WEST FROM A 5/8 INCH PIN
 AI8156'SET APPROXIMATELY 1.1 M (3.6 FT) FROM THE RIGHT OF WAY FENCE. THE
 AI8156'STATION IS INTERVISIBLE WITH STATION GPS 1 LOCATED TO THE WEST.
 AI8156'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI8157 ***********************************************************************
 AI8157  DESIGNATION -  GPS 3
 AI8157  PID         -  AI8157
 AI8157  STATE/COUNTY-  PA/MONTGOMERY
 AI8157  USGS QUAD   -  VALLEY FORGE (1992)
 AI8157
 AI8157                         *CURRENT SURVEY CONTROL
 AI8157  ___________________________________________________________________
 AI8157* NAD 83(1996)-  40 05 30.34985(N)    075 23 05.92910(W)     ADJUSTED  
 AI8157* NAVD 88     -        48.1    (meters)     158.     (feet)  GPS OBS   
 AI8157  ___________________________________________________________________
 AI8157  X           -   1,232,891.454 (meters)                     COMP
 AI8157  Y           -  -4,728,061.756 (meters)                     COMP
 AI8157  Z           -   4,085,794.918 (meters)                     COMP
 AI8157  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 AI8157  ELLIP HEIGHT-          14.49  (meters)          (08/10/01) GPS OBS
 AI8157  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 AI8157
 AI8157  HORZ ORDER  -  FIRST
 AI8157  ELLP ORDER  -  FOURTH    CLASS II
 AI8157
 AI8157.The horizontal coordinates were established by GPS observations
 AI8157.and adjusted by the National Geodetic Survey in May 2001..
 AI8157
 AI8157.The orthometric height was determined by GPS observations and a
 AI8157.high-resolution geoid model.
 AI8157
 AI8157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8157
 AI8157.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8157
 AI8157.The ellipsoidal height was determined by GPS observations
 AI8157.and is referenced to NAD 83.
 AI8157
 AI8157.The geoid height was determined by GEOID03.
 AI8157
 AI8157;                    North         East     Units Scale Factor Converg.
 AI8157;SPC PA S     -    86,912.427   801,659.213   MT  0.99997901   +1 32 03.9
 AI8157;SPC PA S     -   285,145.19  2,630,110.27   sFT  0.99997901   +1 32 03.9
 AI8157;UTM  18      - 4,438,013.195   467,182.185   MT  0.99961326   -0 14 52.6
 AI8157
 AI8157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8157!SPC PA S     -   0.99999773  x   0.99997901  =   0.99997674
 AI8157!UTM  18      -   0.99999773  x   0.99961326  =   0.99961099
 AI8157
 AI8157                          SUPERSEDED SURVEY CONTROL
 AI8157
 AI8157  ELLIP H (05/11/01)   14.47   (m)                       GP(       ) 4 2
 AI8157  NAD 83(1996)-  40 05 30.34988(N)    075 23 05.92914(W) AD(       ) 1
 AI8157  ELLIP H (10/27/00)   14.43   (m)                       GP(       ) 4 2
 AI8157
 AI8157.Superseded values are not recommended for survey control.
 AI8157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8157.See file dsdata.txt to determine how the superseded data were derived.
 AI8157
 AI8157_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6718238013(NAD 83)
 AI8157_MARKER: DD = SURVEY DISK
 AI8157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8157_STAMPING: GPS 3
 AI8157_MARK LOGO: PATUCO
 AI8157_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8157+STABILITY: SURFACE MOTION
 AI8157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8157+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI8157
 AI8157  HISTORY     - Date     Condition        Report By
 AI8157  HISTORY     - 1998     MONUMENTED       CZOP
 AI8157
 AI8157                          STATION DESCRIPTION
 AI8157
 AI8157'DESCRIBED BY CZOP/SPECTER INC. 1998 (DD)
 AI8157'THE STATION IS LOCATED IN THE SOUTHWESTERN PART OF MONTGOMERY COUNTY
 AI8157'PENNSYLVANNIA JUST WEST THE INTERSECTION OF THE PENNSYLVANIA TURNPIKE
 AI8157'AND HIGHWAY 202. TO REACH THE STATION FROM THE VALLEY FORGE
 AI8157'INTERCHANGE (EXIT 24) OF THE TURNPIKE, GO EAST ALONG THE TURNPIKE
 AI8157'APPROXIMATELY 2.1 KM (1.30 MI)  TO MILEPOST 327.6, CONTINUE 30.5 M
 AI8157'(100.1 FT) TO THE STATION ON THE RIGHT. THE STATION IS 3.8 M (12.5 FT)
 AI8157'SOUTH OF THE SOUTH EDGE OF PAVEMENT OF THE EAST BOUND LANE OF THE
 AI8157'TURNPIKE AND 7.8 M (25.6 FT) EAST OF THE EAST SIDE OF THE SOUTHERLY
 AI8157'ABUTMENT OF THE ALLENDALE ROAD BRIDGE (PTC STRUCTURE DB-103). THE MARK
 AI8157'IS A BRASS PENNSYLVANIA TURNPIKE COMMISION DISK SET IN THE TOP OF A
 AI8157'12-INCH CYLINDRICAL CONCRETE MONUMENT, SET FLUSH WITH THE GROUND.  IT
 AI8157'IS 10.4 M (34.1 FT) SOUTHEAST FROM A 5/8 INCH IRON PIN SET
 AI8157'APPROXIMATELY 0.6 M (2.0 FT) FROM THE EASTERLY  FACE OF THE ALLENTOWN
 AI8157'ROAD BRIDGE ABUTMENT, AND 7.2 M (23.6 FT) EAST OF A 5/8 INCH IRON PIN
 AI8157'SET APPROXIMATELY 0.6 M (2.0 FT) EAST OF THE BRIDGE ABUTMENT, AND 8.03
 AI8157'M (26.3 FT) NORTHEASTERLY FROM A 5/8 INCH IRON PIN SET APPROXIMATELY
 AI8157'0.6 M (2.0 FT) FROM THE SAME EASTERLY FACE OF THE BRIDGE.  THE STATION
 AI8157'IS INTERVISIBLE WITH STATION GPS 4 LOCATED TO THE EAST.
 AI8157'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI8158 ***********************************************************************
 AI8158  DESIGNATION -  GPS 4
 AI8158  PID         -  AI8158
 AI8158  STATE/COUNTY-  PA/MONTGOMERY
 AI8158  USGS QUAD   -  NORRISTOWN (1992)
 AI8158
 AI8158                         *CURRENT SURVEY CONTROL
 AI8158  ___________________________________________________________________
 AI8158* NAD 83(1996)-  40 05 13.55146(N)    075 21 39.52914(W)     ADJUSTED  
 AI8158* NAVD 88     -        63.9    (meters)     210.     (feet)  GPS OBS   
 AI8158  ___________________________________________________________________
 AI8158  X           -   1,234,959.233 (meters)                     COMP
 AI8158  Y           -  -4,727,879.515 (meters)                     COMP
 AI8158  Z           -   4,085,408.780 (meters)                     COMP
 AI8158  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 AI8158  ELLIP HEIGHT-          30.40  (meters)          (08/10/01) GPS OBS
 AI8158  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 AI8158
 AI8158  HORZ ORDER  -  FIRST
 AI8158  ELLP ORDER  -  FOURTH    CLASS II
 AI8158
 AI8158.The horizontal coordinates were established by GPS observations
 AI8158.and adjusted by the National Geodetic Survey in May 2001..
 AI8158
 AI8158.The orthometric height was determined by GPS observations and a
 AI8158.high-resolution geoid model.
 AI8158
 AI8158.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8158
 AI8158.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8158
 AI8158.The ellipsoidal height was determined by GPS observations
 AI8158.and is referenced to NAD 83.
 AI8158
 AI8158.The geoid height was determined by GEOID03.
 AI8158
 AI8158;                    North         East     Units Scale Factor Converg.
 AI8158;SPC PA S     -    86,449.590   803,719.149   MT  0.99997952   +1 32 59.9
 AI8158;SPC PA S     -   283,626.70  2,636,868.57   sFT  0.99997952   +1 32 59.9
 AI8158;UTM  18      - 4,437,486.703   469,225.978   MT  0.99961166   -0 13 56.8
 AI8158
 AI8158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8158!SPC PA S     -   0.99999523  x   0.99997952  =   0.99997475
 AI8158!UTM  18      -   0.99999523  x   0.99961166  =   0.99960689
 AI8158
 AI8158                          SUPERSEDED SURVEY CONTROL
 AI8158
 AI8158  ELLIP H (05/11/01)   30.38   (m)                       GP(       ) 4 2
 AI8158  NAD 83(1996)-  40 05 13.55150(N)    075 21 39.52918(W) AD(       ) 1
 AI8158  ELLIP H (10/27/00)   30.34   (m)                       GP(       ) 4 2
 AI8158
 AI8158.Superseded values are not recommended for survey control.
 AI8158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8158.See file dsdata.txt to determine how the superseded data were derived.
 AI8158
 AI8158_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6922637487(NAD 83)
 AI8158_MARKER: DD = SURVEY DISK
 AI8158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8158_STAMPING: GPS 4
 AI8158_MARK LOGO: PATUCO
 AI8158_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8158+STABILITY: SURFACE MOTION
 AI8158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8158+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 AI8158
 AI8158  HISTORY     - Date     Condition        Report By
 AI8158  HISTORY     - 1998     MONUMENTED       CZOP
 AI8158  HISTORY     - 20050901 GOOD             BAKER
 AI8158
 AI8158                          STATION DESCRIPTION
 AI8158
 AI8158'DESCRIBED BY CZOP/SPECTER INC. 1998 (DD)
 AI8158'THE STATION IS LOCATED IN THE SOUTHWESTERN PART OF MONTGOMERY COUNTY
 AI8158'PENNSYLVANNIA JUST WEST THE INTERSECTION OF THE PENNSYLVANIA TURNPIKE
 AI8158'AND HIGHWAY 202. TO REACH THE STATION FROM THE VALLEY FORGE
 AI8158'INTERCHANGE (EXIT 24) OF THE TURNPIKE, GO EAST ALONG THE TURNPIKE
 AI8158'APPROXIMATELY 4.2 KM (2.60 MI)  TO MILEPOST 328.9, CONTINUE 42.7 M
 AI8158'(140.1 FT) TO THE STATION ON THE RIGHT. THE STATION IS 14.9 M (48.9
 AI8158'FT) SOUTH OF THE SOUTH EDGE OF PAVEMENT OF THE EAST BOUND LANE OF THE
 AI8158'TURNPIKE AND 5.9 M (19.4 FT) NORTH OF THE RIGHT OF WAY FENCE. THE MARK
 AI8158'IS A PENNSYLVANIA TURNPIKE COMMISION BRASS DISK SET IN THE TOP OF A
 AI8158'12-INCH CYLINDRICAL CONCRETE MONUMENT, SET FLUSH WITH THE GROUND.  IT
 AI8158'IS 10.20 M (33.5 FT) NORTHERLY FROM A 5/8 INCH IRON PIN SET
 AI8158'APPROXIMATELY 3.3 M (10.8 FT) FROM THE RIGHT OF WAY FENCE, AND 2.2 M
 AI8158'(7.2 FT) NORTH OF A 5/8 INCH IRON PIN SET APPROXIMATELY 3.7 M (12.1
 AI8158'FT) NORTH OF THE RIGHT OF WAY FENCE, AND 9.45 M (31.0 FT)
 AI8158'NORTHWESTERLY FROM A 5/8 INCH IRON PIN SET APPROXIMATELY 5.18 M (17.0
 AI8158'FT) NORTH FROM THE SAME RIGHT OF WAY FENCE.  THE STATION IS
 AI8158'INTERVISIBLE WITH STATION GPS 3 LOCATED TO THE WEST.
 AI8158
 AI8158                          STATION RECOVERY (2005)
 AI8158
 AI8158'RECOVERY NOTE BY M BAKER JR INCORPORATED 2005 (CJG)
 AI8158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI8159 ***********************************************************************
 AI8159  DESIGNATION -  GPS 5
 AI8159  PID         -  AI8159
 AI8159  STATE/COUNTY-  PA/MONTGOMERY
 AI8159  USGS QUAD   -  NORRISTOWN (1992)
 AI8159
 AI8159                         *CURRENT SURVEY CONTROL
 AI8159  ___________________________________________________________________
 AI8159* NAD 83(1996)-  40 06 30.73332(N)    075 17 08.36317(W)     ADJUSTED  
 AI8159* NAVD 88     -        52.9    (meters)     174.     (feet)  GPS OBS   
 AI8159  ___________________________________________________________________
 AI8159  X           -   1,240,782.067 (meters)                     COMP
 AI8159  Y           -  -4,724,760.715 (meters)                     COMP
 AI8159  Z           -   4,087,222.686 (meters)                     COMP
 AI8159  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 AI8159  ELLIP HEIGHT-          19.38  (meters)          (08/10/01) GPS OBS
 AI8159  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 AI8159
 AI8159  HORZ ORDER  -  FIRST
 AI8159  ELLP ORDER  -  FOURTH    CLASS II
 AI8159
 AI8159.The horizontal coordinates were established by GPS observations
 AI8159.and adjusted by the National Geodetic Survey in May 2001..
 AI8159
 AI8159.The orthometric height was determined by GPS observations and a
 AI8159.high-resolution geoid model.
 AI8159
 AI8159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8159
 AI8159.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8159
 AI8159.The ellipsoidal height was determined by GPS observations
 AI8159.and is referenced to NAD 83.
 AI8159
 AI8159.The geoid height was determined by GEOID03.
 AI8159
 AI8159;                    North         East     Units Scale Factor Converg.
 AI8159;SPC PA S     -    89,005.666   810,074.189   MT  0.99997723   +1 35 55.9
 AI8159;SPC PA S     -   292,012.76  2,657,718.40   sFT  0.99997723   +1 35 55.9
 AI8159;UTM  18      - 4,439,842.978   475,655.085   MT  0.99960730   -0 11 02.5
 AI8159
 AI8159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8159!SPC PA S     -   0.99999696  x   0.99997723  =   0.99997419
 AI8159!UTM  18      -   0.99999696  x   0.99960730  =   0.99960426
 AI8159
 AI8159                          SUPERSEDED SURVEY CONTROL
 AI8159
 AI8159  ELLIP H (05/11/01)   19.36   (m)                       GP(       ) 4 2
 AI8159  NAD 83(1996)-  40 06 30.73337(N)    075 17 08.36321(W) AD(       ) 1
 AI8159  ELLIP H (10/27/00)   19.32   (m)                       GP(       ) 4 2
 AI8159
 AI8159.Superseded values are not recommended for survey control.
 AI8159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8159.See file dsdata.txt to determine how the superseded data were derived.
 AI8159
 AI8159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7565539843(NAD 83)
 AI8159_MARKER: DD = SURVEY DISK
 AI8159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8159_STAMPING: GPS 5
 AI8159_MARK LOGO: PATUCO
 AI8159_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8159+STABILITY: SURFACE MOTION
 AI8159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8159+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2006
 AI8159
 AI8159  HISTORY     - Date     Condition        Report By
 AI8159  HISTORY     - 1998     MONUMENTED       CZOP
 AI8159  HISTORY     - 20060615 GOOD             BAKER
 AI8159
 AI8159                          STATION DESCRIPTION
 AI8159
 AI8159'DESCRIBED BY CZOP/SPECTER INC. 1998 (DD)
 AI8159'THE STATION IS LOCATED IN THE SOUTHWESTERN PART OF MONTGOMERY COUNTY
 AI8159'PENNSYLVANNIA JUST WEST THE INTERSECTION OF THE PENNSYLVANIA TURNPIKE
 AI8159'AND HIGHWAY 476. TO REACH THE STATION FROM THE INTERSECTION OF
 AI8159'GERMANTOWN PIKE (SR 3053) AND PLYMOUTH ROAD (SR 3007), GO SOUTHEAST
 AI8159'ALONG GERMANTOWN PIKE FOR 0.38 KM (0.25 MI) TURN RIGHT ONTO THE
 AI8159'TURNPIKE SERVICE ROAD REVERSING DIRECTION AND TRAVELING NORTHWEST PASS
 AI8159'BENEATH THE ROUTE 476 OVERPASS, AND CONTINUE WEST AND NORTHWEST ON THE
 AI8159'SERVICE ROAD 0.3 KM (0.20 MI) TO A PARKING AREA ON THE LEFT AT THE
 AI8159'MID-COUNTY TOLL PLAZA, TURN LEFT TO THE SOUTHEAST CORNER OF THE
 AI8159'PARKING AREA AND THE STATION. THE STATION IS 2.7 M (8.9 FT)
 AI8159'NORTHEASTERLY FROM THE EDGE OF PAVEMENT OF THE PARKING AREA, AND 13.7
 AI8159'M (44.9 FT) NORTH OF THE EDGE OF PAVEMENT OF THE I-476 SOUTHBOUND
 AI8159'TRAFFIC LANES. THE MARK IS A PENNSYLVANIA TURNPIKE COMMISION BRASS
 AI8159'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, SET
 AI8159'FLUSH WITH THE GROUND.  IT IS 13.78 M (45.2 FT) NORTHWESTERLY FROM A
 AI8159'5/8 INCH IRON PIN, AND 7.43 M (24.4 FT) SOUTHWEST OF A 5/8 INCH IRON
 AI8159'PIN, AND 9.0 M (29.5 FT) SOUTH FROM DRILL HOLE IN THE SOUTHEAST CORNER
 AI8159'OF AN ELECTRICAL TRANSFORMER PAD.  THE STATION IS INTERVISIBLE WITH
 AI8159'STATION GPS 6 LOCATED TO THE EAST.
 AI8159
 AI8159                          STATION RECOVERY (2006)
 AI8159
 AI8159'RECOVERY NOTE BY M BAKER JR INCORPORATED 2006 (CJG)
 AI8159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI8160 ***********************************************************************
 AI8160  DESIGNATION -  GPS 6
 AI8160  PID         -  AI8160
 AI8160  STATE/COUNTY-  PA/MONTGOMERY
 AI8160  USGS QUAD   -  NORRISTOWN (1992)
 AI8160
 AI8160                         *CURRENT SURVEY CONTROL
 AI8160  ___________________________________________________________________
 AI8160* NAD 83(1996)-  40 06 40.64908(N)    075 16 38.96172(W)     ADJUSTED  
 AI8160* NAVD 88     -        59.0    (meters)     194.     (feet)  GPS OBS   
 AI8160  ___________________________________________________________________
 AI8160  X           -   1,241,406.634 (meters)                     COMP
 AI8160  Y           -  -4,724,397.709 (meters)                     COMP
 AI8160  Z           -   4,087,460.492 (meters)                     COMP
 AI8160  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 AI8160  ELLIP HEIGHT-          25.43  (meters)          (08/10/01) GPS OBS
 AI8160  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 AI8160
 AI8160  HORZ ORDER  -  FIRST
 AI8160  ELLP ORDER  -  FOURTH    CLASS II
 AI8160
 AI8160.The horizontal coordinates were established by GPS observations
 AI8160.and adjusted by the National Geodetic Survey in May 2001..
 AI8160
 AI8160.The orthometric height was determined by GPS observations and a
 AI8160.high-resolution geoid model.
 AI8160
 AI8160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8160
 AI8160.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8160
 AI8160.The ellipsoidal height was determined by GPS observations
 AI8160.and is referenced to NAD 83.
 AI8160
 AI8160.The geoid height was determined by GEOID03.
 AI8160
 AI8160;                    North         East     Units Scale Factor Converg.
 AI8160;SPC PA S     -    89,330.836   810,761.652   MT  0.99997694   +1 36 14.9
 AI8160;SPC PA S     -   293,079.58  2,659,973.85   sFT  0.99997694   +1 36 14.9
 AI8160;UTM  18      - 4,440,146.490   476,352.074   MT  0.99960688   -0 10 43.6
 AI8160
 AI8160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8160!SPC PA S     -   0.99999601  x   0.99997694  =   0.99997295
 AI8160!UTM  18      -   0.99999601  x   0.99960688  =   0.99960289
 AI8160
 AI8160                          SUPERSEDED SURVEY CONTROL
 AI8160
 AI8160  ELLIP H (05/11/01)   25.42   (m)                       GP(       ) 4 2
 AI8160  NAD 83(1996)-  40 06 40.64911(N)    075 16 38.96176(W) AD(       ) 1
 AI8160  ELLIP H (10/27/00)   25.37   (m)                       GP(       ) 4 2
 AI8160
 AI8160.Superseded values are not recommended for survey control.
 AI8160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8160.See file dsdata.txt to determine how the superseded data were derived.
 AI8160
 AI8160_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7635240146(NAD 83)
 AI8160_MARKER: DD = SURVEY DISK
 AI8160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8160_STAMPING: GPS 6
 AI8160_MARK LOGO: PATUCO
 AI8160_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8160+STABILITY: SURFACE MOTION
 AI8160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8160+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI8160
 AI8160  HISTORY     - Date     Condition        Report By
 AI8160  HISTORY     - 1998     MONUMENTED       CZOP
 AI8160
 AI8160                          STATION DESCRIPTION
 AI8160
 AI8160'DESCRIBED BY CZOP/SPECTER INC. 1998 (DD)
 AI8160'THE STATION IS LOCATED IN THE SOUTHWESTERN PART OF MONTGOMERY COUNTY
 AI8160'PENNSYLVANNIA NEAR THE INTERSECTION OF THE PENNSYLVANIA TURNPIKE AND
 AI8160'HIGHWAY I-476. TO REACH THE STATION FROM THE NORRISTOWN INTERCHANGE
 AI8160'(EXIT 25) OF THE TURNPIKE, GO EAST ALONG THE TURNPIKE APPROXIMATELY
 AI8160'0.5 KM (0.30 MI) TO THE NORTHBOUND RAMP TO THE NORTHEAST EXTENSION
 AI8160'(I-476), FOLLOW THE NORTHBOUND RAMP APPROXIMATELY 0.4 KM (0.25 MI) TO
 AI8160'THE GORE AREA WHERE THIS RAMP AND THE RAMP TOEASTBOUND I-276 FROM THE
 AI8160'NORTHBOUND -476 DIVERGE AND THE STATION ON THE RIGHT. THE STATION IS
 AI8160'3.05 M (10.0 FT) SOUTHWESTERLY FROM THE GUARD RAIL ON THE
 AI8160'SOUTHWESTERLY SIDE OF THE RAMP, AND APPROXIMATELY 15.8 M (51.8 FT)
 AI8160'NORTH OF THE GUARD RAIL ON THE NORTHERLY SIDE OF THE RAMP TO THE
 AI8160'EASTBOUND RAMP FOR I-276. THE MARK IS A BRASS PENNSYLVANIA TURNPIKE
 AI8160'COMMISION DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AI8160'MONUMENT, SET FLUSH WITH THE GROUND.  IT IS 18.82 M (61.7 FT)
 AI8160'NORTHEASTERLY OF A 5/8 INCH IRON PIN SET APPROXIMATELY 0.9 M (3.0 FT)
 AI8160'FROM THE GUARD RAIL ON THE NORTH SIDE OF THE EASTBOUND RAMP, AND 14.89
 AI8160'M (48.9 FT) FROM A 5/8 INCH IRON PIN SET APPROXIMATELY 0.9 M (3.0 FT)
 AI8160'FROM THE GUARD RAIL ON THE NORTH SIDE OF THE SAME EASTBOUND RAMP, AND
 AI8160'17.62 M (57.8 FT) FROM A 5/8 INCH PIN SET APPROXIMATELY 0.9 M (3.0 FT)
 AI8160'FROM SAME GUARD RAIL ON THE NORTH SIDE OF THE EASTBOUND RAMP. THE
 AI8160'STATION IS INTERVISIBLE WITH GPS 5 TO THE WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI8161 ***********************************************************************
 AI8161  DESIGNATION -  GPS 7
 AI8161  PID         -  AI8161
 AI8161  STATE/COUNTY-  PA/MONTGOMERY
 AI8161  USGS QUAD   -  LANSDALE (1983)
 AI8161
 AI8161                         *CURRENT SURVEY CONTROL
 AI8161  ___________________________________________________________________
 AI8161* NAD 83(1996)-  40 12 14.91933(N)    075 18 47.39804(W)     ADJUSTED  
 AI8161* NAVD 88     -        99.0    (meters)     325.     (feet)  GPS OBS   
 AI8161  ___________________________________________________________________
 AI8161  X           -   1,236,786.547 (meters)                     COMP
 AI8161  Y           -  -4,718,767.358 (meters)                     COMP
 AI8161  Z           -   4,095,365.901 (meters)                     COMP
 AI8161  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 AI8161  ELLIP HEIGHT-          65.10  (meters)          (08/10/01) GPS OBS
 AI8161  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 AI8161
 AI8161  HORZ ORDER  -  FIRST
 AI8161  ELLP ORDER  -  FOURTH    CLASS II
 AI8161
 AI8161.The horizontal coordinates were established by GPS observations
 AI8161.and adjusted by the National Geodetic Survey in May 2001..
 AI8161
 AI8161.The orthometric height was determined by GPS observations and a
 AI8161.high-resolution geoid model.
 AI8161
 AI8161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8161
 AI8161.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8161
 AI8161.The ellipsoidal height was determined by GPS observations
 AI8161.and is referenced to NAD 83.
 AI8161
 AI8161.The geoid height was determined by GEOID03.
 AI8161
 AI8161;                    North         East     Units Scale Factor Converg.
 AI8161;SPC PA S     -    99,552.262   807,436.821   MT  0.99996871   +1 34 51.6
 AI8161;SPC PA S     -   326,614.38  2,649,065.64   sFT  0.99996871   +1 34 51.6
 AI8161;UTM  18      - 4,450,462.652   473,347.987   MT  0.99960874   -0 12 07.8
 AI8161
 AI8161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8161!SPC PA S     -   0.99998979  x   0.99996871  =   0.99995850
 AI8161!UTM  18      -   0.99998979  x   0.99960874  =   0.99959853
 AI8161
 AI8161                          SUPERSEDED SURVEY CONTROL
 AI8161
 AI8161  ELLIP H (05/11/01)   65.07   (m)                       GP(       ) 4 2
 AI8161  NAD 83(1996)-  40 12 14.91949(N)    075 18 47.39817(W) AD(       ) 1
 AI8161  ELLIP H (10/27/00)   65.03   (m)                       GP(       ) 4 2
 AI8161
 AI8161.Superseded values are not recommended for survey control.
 AI8161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8161.See file dsdata.txt to determine how the superseded data were derived.
 AI8161
 AI8161_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7334850463(NAD 83)
 AI8161_MARKER: DD = SURVEY DISK
 AI8161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8161_STAMPING: GPS 7
 AI8161_MARK LOGO: PATUCO
 AI8161_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8161+STABILITY: SURFACE MOTION
 AI8161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8161+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI8161
 AI8161  HISTORY     - Date     Condition        Report By
 AI8161  HISTORY     - 1998     MONUMENTED       CZOP
 AI8161
 AI8161                          STATION DESCRIPTION
 AI8161
 AI8161'DESCRIBED BY CZOP/SPECTER INC. 1998 (DD)
 AI8161'THE STATION IS LOCATED IN THE SOUTHERN PART OF MONTGOMERY COUNTY
 AI8161'PENNSYLVANNIA ABOUT SIX MILES NORTH OF THE INTERSECTION OF THE
 AI8161'PENNSYLVANIA TURNPIKE AND HIGHWAY 476. TO REACH THE STATION FROM THE
 AI8161'VALLEY FORGE ROAD (SR 0363) AND MORRIS ROAD (SR2001) GO EAST ALONG
 AI8161'MORRIS ROAD 0.6 KM (0.35 MI), CROSSING OVER THE NORTHWEST EXTENSION OF
 AI8161'THE PENNSYLVANIA TURNPIKE, CONTINUE 1.1 KM (0.70 MI) TO THE STATION ON
 AI8161'THE RIGHT. THE STATION IS 7.3 M (24.0 FT) SOUTH OF THE SOUTH EDGE OF
 AI8161'PAVEMENT OF THE SOUTHEAST BOUND LANE OF THE MORRIS ROAD IN THE LAWN
 AI8161'AREA AT THE EASTERN END OF THE PROPERTY OF VISTEON AUTOMOTIVE
 AI8161'SYSTEMS-FORD ELECTRONIC PLANT. THE MARK IS A PENNSYLVANIA TURNPIKE
 AI8161'COMMISION BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 AI8161'MONUMENT, SET FLUSH WITH THE GROUND.  IT IS 12.64 M (41.5 FT)
 AI8161'SOUTHEASTERLY FROM A 5/8 INCH IRON PIN SET APPROXIMATELY 0.3 M (1.0
 AI8161'FT) BEHIND THE CURB ON THE SOUTH SIDE OF MORRIS ROAD, AND 7.31 M (24.0
 AI8161'FT) SOUTH FROM A 5/8 INCH IRON PIN SET APPROXIMATELY 0.3 M (1.0 FT)
 AI8161'BEHIND THE CURB ON THE SOUTH SIDE OF MORRIS ROAD, AND 12.06 M (39.6
 AI8161'FT) SOUTHWESTERLY FROM A 5/8 INCH IRON PIN SET APPROXIMATELY 0.3 M
 AI8161'(1.0 FT) BEHIND THE CURB ON THE SOUTH SIDE OF MORRIS ROAD. THE STATION
 AI8161'IS INTERVISIBLE WITH STATION GPS 8 LOCATED TO THE NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI8162 ***********************************************************************
 AI8162  DESIGNATION -  GPS 8
 AI8162  PID         -  AI8162
 AI8162  STATE/COUNTY-  PA/MONTGOMERY
 AI8162  USGS QUAD   -  LANSDALE (1983)
 AI8162
 AI8162                         *CURRENT SURVEY CONTROL
 AI8162  ___________________________________________________________________
 AI8162* NAD 83(1996)-  40 12 36.55019(N)    075 19 23.95395(W)     ADJUSTED  
 AI8162* NAVD 88     -       103.9    (meters)     341.     (feet)  GPS OBS   
 AI8162  ___________________________________________________________________
 AI8162  X           -   1,235,842.044 (meters)                     COMP
 AI8162  Y           -  -4,718,573.414 (meters)                     COMP
 AI8162  Z           -   4,095,878.582 (meters)                     COMP
 AI8162  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 AI8162  ELLIP HEIGHT-          69.96  (meters)          (08/10/01) GPS OBS
 AI8162  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 AI8162
 AI8162  HORZ ORDER  -  FIRST
 AI8162  ELLP ORDER  -  FOURTH    CLASS II
 AI8162
 AI8162.The horizontal coordinates were established by GPS observations
 AI8162.and adjusted by the National Geodetic Survey in May 2001..
 AI8162
 AI8162.The orthometric height was determined by GPS observations and a
 AI8162.high-resolution geoid model.
 AI8162
 AI8162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8162
 AI8162.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8162
 AI8162.The ellipsoidal height was determined by GPS observations
 AI8162.and is referenced to NAD 83.
 AI8162
 AI8162.The geoid height was determined by GEOID03.
 AI8162
 AI8162;                    North         East     Units Scale Factor Converg.
 AI8162;SPC PA S     -   100,195.370   806,554.308   MT  0.99996827   +1 34 27.9
 AI8162;SPC PA S     -   328,724.31  2,646,170.26   sFT  0.99996827   +1 34 27.9
 AI8162;UTM  18      - 4,451,132.669   472,486.223   MT  0.99960932   -0 12 31.4
 AI8162
 AI8162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8162!SPC PA S     -   0.99998903  x   0.99996827  =   0.99995730
 AI8162!UTM  18      -   0.99998903  x   0.99960932  =   0.99959835
 AI8162
 AI8162                          SUPERSEDED SURVEY CONTROL
 AI8162
 AI8162  ELLIP H (05/11/01)   69.92   (m)                       GP(       ) 4 2
 AI8162  NAD 83(1996)-  40 12 36.55041(N)    075 19 23.95411(W) AD(       ) 1
 AI8162  ELLIP H (10/27/00)   69.89   (m)                       GP(       ) 4 2
 AI8162
 AI8162.Superseded values are not recommended for survey control.
 AI8162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8162.See file dsdata.txt to determine how the superseded data were derived.
 AI8162
 AI8162_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7248651133(NAD 83)
 AI8162_MARKER: DD = SURVEY DISK
 AI8162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8162_STAMPING: GPS 8
 AI8162_MARK LOGO: PATUCO
 AI8162_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8162+STABILITY: SURFACE MOTION
 AI8162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8162+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 AI8162
 AI8162  HISTORY     - Date     Condition        Report By
 AI8162  HISTORY     - 1998     MONUMENTED       CZOP
 AI8162  HISTORY     - 20050901 GOOD             BAKER
 AI8162
 AI8162                          STATION DESCRIPTION
 AI8162
 AI8162'DESCRIBED BY CZOP/SPECTER INC. 1998 (DD)
 AI8162'THE STATION IS LOCATED IN THE SOUTHERN PART OF MONTGOMERY COUNTY
 AI8162'PENNSYLVANNIA ABOUT SIX MILES NORTH OF THE INTERSECTION OF THE
 AI8162'PENNSYLVANIA TURNPIKE AND HIGHWAY 476. TO REACH THE STATION FROM THE
 AI8162'NORRISTOWN INTERCHANGE (EXIT 25), GO EAST ALONG THE TURNPIKE
 AI8162'APPROXIMATELY 0.5 KM (0.30 MI) TO THE NORTHBOUND RAMP TO THE NORTHEAST
 AI8162'EXTENSION OF THE TURNPIKE (I-476) FOLLOW RAMP AND THE NORTHEAST
 AI8162'EXTENSION (I-476) APPROXIMATELY 12.1 KM (7.50 MI) TO MILEPOST A7.2 AND
 AI8162'THE STATION ON THE RIGHT UP A SLIGHT INCLINE, TO THE RIGHT OF WAY
 AI8162'FENCE ON THE NORTHEAST SIDE OF MORRIS ROAD. ALSO FROM THE INTERSECTION
 AI8162'OF VALLEY FORGE ROAD (SR 0363) AND MORRIS ROAD (SR2001) GO EAST ALONG
 AI8162'MORRIS ROAD 0.7 KM (0.45 MI), CROSSING OVER THE NORTHWEST EXTENSION OF
 AI8162'THE PENNSYLVANIA TURNPIKE TO THE EAST END OF THE BRIDGE AND THE
 AI8162'STATION ON THE LEFT. THE STATION IS AT THE EAST END OF THE MORRIS ROAD
 AI8162'BRIDGE CROSSING OVER THE TURNPIKE 20.1 M (65.9 FT) EAST OF THE EAST
 AI8162'END OF THE BRIDGE, 10.4 M (34.1 FT) NORTHEAST OF THE NORTHEAST EDGE OF
 AI8162'PAVEMENT OF MORRIS ROAD. THE MARK IS A PENNSYLVANIA TURNPIKE COMMISION
 AI8162'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 AI8162'SET FLUSH WITH THE GROUND.  IT IS 3.5 M (11.5 FT) WEST OF THE TURNPIKE
 AI8162'RIGHT OF WAY FENCE, AND 18.76 M (61.5 FT) FROM A 5/8 INCH IRON PIN SET
 AI8162'APPROXIMATELY 1.3 M (4.3 FT) WEST FROM THE RIGHT OF WAY FENCE, AND
 AI8162'8.91 M (29.2 FT) WEST SOUTHWEST FROM A 5/8 INCH IRON PIN SET
 AI8162'APPROXIMATELY 1.4 M (4.6 FT) WEST OF THE RIGHT OF WAY FENCE, AND 3.11
 AI8162'M (10.2 FT) WEST FROM A 5/8 INCH IRON PIN SET APPROXIMATELY 0.4 M (1.3
 AI8162'FT) WEST OF THE RIGHT OF WAY FENCE.  THE STATION IS INTERVISIBLE WITH
 AI8162'STATION GPS 7 LOCATED TO THE SOUTHEAST.
 AI8162
 AI8162                          STATION RECOVERY (2005)
 AI8162
 AI8162'RECOVERY NOTE BY M BAKER JR INCORPORATED 2005 (CJG)
 AI8162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI8163 ***********************************************************************
 AI8163  DESIGNATION -  GPS 9
 AI8163  PID         -  AI8163
 AI8163  STATE/COUNTY-  PA/MONTGOMERY
 AI8163  USGS QUAD   -  TELFORD (1995)
 AI8163
 AI8163                         *CURRENT SURVEY CONTROL
 AI8163  ___________________________________________________________________
 AI8163* NAD 83(1996)-  40 16 07.75473(N)    075 21 21.82410(W)     ADJUSTED  
 AI8163* NAVD 88     -        79.6    (meters)     261.     (feet)  GPS OBS   
 AI8163  ___________________________________________________________________
 AI8163  X           -   1,232,076.763 (meters)                     COMP
 AI8163  Y           -  -4,715,189.124 (meters)                     COMP
 AI8163  Z           -   4,100,835.529 (meters)                     COMP
 AI8163  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 AI8163  ELLIP HEIGHT-          45.34  (meters)          (08/10/01) GPS OBS
 AI8163  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 AI8163
 AI8163  HORZ ORDER  -  FIRST
 AI8163  ELLP ORDER  -  FOURTH    CLASS II
 AI8163
 AI8163.The horizontal coordinates were established by GPS observations
 AI8163.and adjusted by the National Geodetic Survey in May 2001..
 AI8163
 AI8163.The orthometric height was determined by GPS observations and a
 AI8163.high-resolution geoid model.
 AI8163
 AI8163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8163
 AI8163.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8163
 AI8163.The ellipsoidal height was determined by GPS observations
 AI8163.and is referenced to NAD 83.
 AI8163
 AI8163.The geoid height was determined by GEOID03.
 AI8163
 AI8163;                    North         East     Units Scale Factor Converg.
 AI8163;SPC PA S     -   106,631.135   803,591.519   MT  0.99996451   +1 33 11.4
 AI8163;SPC PA S     -   349,838.98  2,636,449.84   sFT  0.99996451   +1 33 11.4
 AI8163;UTM  18      - 4,457,655.191   469,726.121   MT  0.99961128   -0 13 48.5
 AI8163
 AI8163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8163!SPC PA S     -   0.99999289  x   0.99996451  =   0.99995740
 AI8163!UTM  18      -   0.99999289  x   0.99961128  =   0.99960417
 AI8163
 AI8163                          SUPERSEDED SURVEY CONTROL
 AI8163
 AI8163  ELLIP H (05/11/01)   45.29   (m)                       GP(       ) 4 2
 AI8163  NAD 83(1996)-  40 16 07.75497(N)    075 21 21.82426(W) AD(       ) 1
 AI8163  ELLIP H (10/27/00)   45.26   (m)                       GP(       ) 4 2
 AI8163
 AI8163.Superseded values are not recommended for survey control.
 AI8163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8163.See file dsdata.txt to determine how the superseded data were derived.
 AI8163
 AI8163_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6972657655(NAD 83)
 AI8163_MARKER: DD = SURVEY DISK
 AI8163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8163_STAMPING: GPS 9
 AI8163_MARK LOGO: PATUCO
 AI8163_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8163+STABILITY: SURFACE MOTION
 AI8163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8163+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2006
 AI8163
 AI8163  HISTORY     - Date     Condition        Report By
 AI8163  HISTORY     - 1998     MONUMENTED       CZOP
 AI8163  HISTORY     - 20060307 GOOD             ACT
 AI8163
 AI8163                          STATION DESCRIPTION
 AI8163
 AI8163'DESCRIBED BY CZOP/SPECTER INC. 1998 (DD)
 AI8163'THE STATION IS LOCATED IN THE CENTRAL PART OF MONTGOMERY COUNTY
 AI8163'PENNSYLVANNIA ABOUT TEN MILES NORTH OF THE INTERSECTION OF THE
 AI8163'PENNSYLVANIA TURNPIKE AND HIGHWAY 476, AT THE LANSDALE INTERCHANGE. TO
 AI8163'REACH THE STATION FROM THE LANDSDALE INTERCHANGE (EXIT 31), FOLLOW THE
 AI8163'SOUTHBOUND ENTRANCE RAMP APPROXIMATELY 0.6 KM (0.35 MI) AND THE
 AI8163'STATION ON THE LEFT IN THE INFIELD AREA.  ALSO FROM THE PENNSYLVANIA
 AI8163'TURNPIKE QUAKERTOWN INTERCHANGE (EXIT 32) GO SOUTH ALONG THE TURNPIKE
 AI8163'FOR 21.9 KM (13.60 MI) TO MILEPOST 10.4, REVERSE DIRECTION AND GO
 AI8163'NORTH 27.7 M (90.9 FT) TO THE STATION ON THE LEFT. THE STATION IS 6.4
 AI8163'M (21.0 FT) WEST OF THE WEST EDGE OF PAVEMENT OF THE SOUTHBOUND LANE
 AI8163'OF THE TURNPIKE, AND 27.7 M (90.9 FT) NORTH OF MILEPOST 10.4. THE MARK
 AI8163'IS A PENNSYLVANIA TURNPIKE COMMISION BRASS DISK SET IN THE TOP OF A
 AI8163'12-INCH CYLINDRICAL CONCRETE MONUMENT, SET FLUSH WITH THE GROUND.  IT
 AI8163'IS 12.70 M (41.7 FT) SOUTHWEST FROM A 5/8 INCH IRON PIN, AND 9.21 M
 AI8163'(30.2 FT) EAST FROM A 5/8 INCH IRON PIN, AND 12.68 M (41.6 FT)
 AI8163'NORTHEAST FROM A 5/8 INCH IRON PIN.  THE STATION IS INTERVISIBLE WITH
 AI8163'STATION GPS 10 LOCATED TO THE NORTHWEST.
 AI8163
 AI8163                          STATION RECOVERY (2006)
 AI8163
 AI8163'RECOVERY NOTE BY ACT ENGINEERS INCORPORATED 2006 (PD)
 AI8163'RECOVERED IN GOOD CONDITION.  STATION DESCRIPTION IS INCORRECT.  THE
 AI8163'STATION DESCRIPTION PROVIDED IS FOR MARK GPS 10 (PID AI8164).  THE
 AI8163'CORRECT DESCRIPTION FOR STATION CAN BE FOUND ON THE DATA SHEET FOR GPS
 AI8163'10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3103 ***********************************************************************
 KY3103  DESIGNATION -  GR PGH APT
 KY3103  PID         -  KY3103
 KY3103  STATE/COUNTY-  PA/ALLEGHENY
 KY3103  USGS QUAD   -  OAKDALE (1993)
 KY3103
 KY3103                         *CURRENT SURVEY CONTROL
 KY3103  ___________________________________________________________________
 KY3103* NAD 83(1992)-  40 29 12.88570(N)    080 14 02.45506(W)     ADJUSTED  
 KY3103* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 KY3103  ___________________________________________________________________
 KY3103  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 KY3103  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KY3103
 KY3103  HORZ ORDER  -  SECOND
 KY3103
 KY3103.The horizontal coordinates were established by classical geodetic methods
 KY3103.and adjusted by the National Geodetic Survey in June 2002..
 KY3103
 KY3103.The orthometric height was scaled from a topographic map.
 KY3103
 KY3103.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3103
 KY3103.The geoid height was determined by GEOID03.
 KY3103
 KY3103;                    North         East     Units Scale Factor Converg.
 KY3103;SPC PA S     -   131,049.522   389,430.922   MT  0.99995970   -1 36 41.8
 KY3103;SPC PA S     -   429,951.64  1,277,657.95   sFT  0.99995970   -1 36 41.8
 KY3103;UTM  17      - 4,482,083.801   564,917.757   MT  0.99965187   +0 29 50.5
 KY3103
 KY3103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3103!SPC PA S     -   0.99994748  x   0.99995970  =   0.99990718
 KY3103!UTM  17      -   0.99994748  x   0.99965187  =   0.99959937
 KY3103
 KY3103:                Primary Azimuth Mark                     Grid Az
 KY3103:SPC PA S     -  AIRPORT BCN GR PITTSBURGH APT            051 13 53.0
 KY3103:UTM  17      -  AIRPORT BCN GR PITTSBURGH APT            049 07 20.7
 KY3103
 KY3103|---------------------------------------------------------------------|
 KY3103| PID    Reference Object                     Distance      Geod. Az  |
 KY3103|                                                           dddmmss.s |
 KY3103| KY3099 AIRPORT BCN GR PITTSBURGH APT       APPROX. 1.7 KM 0493711.2 |
 KY3103| KY3105 GR PGH APT AZ MK                    APPROX. 1.2 KM 0620501.5 |
 KY3103| CX4599 GR PGH APT RM 1                       8.092 METERS 18503     |
 KY3103| CX4600 GR PGH APT RM 2                      13.689 METERS 24344     |
 KY3103|---------------------------------------------------------------------|
 KY3103
 KY3103                          SUPERSEDED SURVEY CONTROL
 KY3103
 KY3103  NAD 83(1995)-  40 29 12.88520(N)    080 14 02.45668(W) AD(       ) 2
 KY3103  NAD 83(1986)-  40 29 12.89119(N)    080 14 02.46572(W) AD(       ) 2
 KY3103  NAD 27      -  40 29 12.64760(N)    080 14 03.25210(W) AD(       ) 2
 KY3103
 KY3103.Superseded values are not recommended for survey control.
 KY3103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3103.See file dsdata.txt to determine how the superseded data were derived.
 KY3103
 KY3103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE6491882084(NAD 83)
 KY3103_MARKER: DS = TRIANGULATION STATION DISK
 KY3103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3103
 KY3103  HISTORY     - Date     Condition        Report By
 KY3103  HISTORY     - 1958     MONUMENTED       CGS
 KY3103  HISTORY     - 1972     SEE DESCRIPTION  NGS
 KY3103
 KY3103                          STATION DESCRIPTION
 KY3103
 KY3103'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KY3103'THE STATION IS APPROXIMATELY 0.8 MILE SOUTH-SOUTHEAST OF THE
 KY3103'GREATER PITTSBURGH AIRPORT AND 19 FEET NORTH-NORTHEAST OF THE VOR
 KY3103'STATION, ON A LOW HILL THAT HAS BEEN STRIPPED MINED AND LEVELED OFF.
 KY3103'
 KY3103'TO REACH FROM THE MAIN ENTRANCE TO GREATER PITTSBURGH AIRPORT, GO
 KY3103'EAST ON FOUR LANE DRIVE FOR 2.6 MILES TO A SIDE ROAD RIGHT AT SIGN
 KY3103'PENN AIR NATIONAL GUARD, TURN RIGHT AND GO 0.9 MILE TO A SIDE ROAD
 KY3103'LEFT AT SIGN IMPERIAL, TURN LEFT AND GO UP HILL FOR 0.4 MILE TO
 KY3103'CROSSROADS, TURN RIGHT AND GO 0.6 MILE TO A SIDE ROAD LEFT, KEEP
 KY3103'STRAIGHT AHEAD FOR 0.45 MILE TO A STEEL GATE, PASS THROUGH GATE
 KY3103'AND GO 0.4 MILE TO VOR AND STATION.
 KY3103'
 KY3103'STATION MARKS ARE STANDARD DISKS STAMPED GR PGH APT 1958.  THE
 KY3103'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 KY3103'INCHES.  IT IS 19 FEET NORTH OF THE NORTHEAST CORNER OF VOR
 KY3103'BUILDING AND 45.6 FEET EAST-NORTHEAST OF THE NORTHWEST CORNER OF
 KY3103'VOR BUILDING.  THE SURFACE DISK IS SET IN AN IRREGULAR MASS OF
 KY3103'CONCRETE 32 INCHES BELOW THE SURFACE OF THE GROUND.
 KY3103'
 KY3103'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GR PGH APT NO 1
 KY3103'1958, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 KY3103'IT IS 2 FEET EAST OF THE EAST SIDE OF VOR BUILDING AND 8.6 FEET
 KY3103'SOUTH OF THE NORTHEAST CORNER OF VOR BUILDING.
 KY3103'
 KY3103'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GR PGH APT NO 2
 KY3103'1958, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 KY3103'IT IS 1 FOOT NORTH OF THE NORTHWEST CORNER OF VOR BUILDING AND 35
 KY3103'FEET WEST OF THE NORTHEAST CORNER OF VOR BUILDING.
 KY3103'
 KY3103'AZIMUTH MARK, A STANDARD DISK STAMPED GR PGH APT 1958, IS SET IN A
 KY3103'SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 KY3103'41.6 FEET NORTHWEST OF THE CENTER OF TAXI STRIP V, 36.6 FEET
 KY3103'SOUTHWEST OF SIGN 14-32, ABOUT 0.15 MILE NORTHEAST OF A RED
 KY3103'CHECKERED BUILDING AND BETWEEN RUNWAY 14 AND TAXI STRIP F.
 KY3103'
 KY3103'TO REACH THE AZIMUTH MARK FROM THE GREATER PITTSBURGH AIRPORT GO
 KY3103'TO MR. E.G. MESSNERS OFFICE (MANAGER) AND GET PERMISSION TO GO ON
 KY3103'THE FIELD.
 KY3103
 KY3103                          STATION RECOVERY (1972)
 KY3103
 KY3103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 KY3103'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND THE
 KY3103'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 KY3103'DISTANCES AND DIRECTION TO ALL OBJECTS WERE WITHIN CLOSE AGREEMENT
 KY3103'WITH THE 1958 OBSERVATIONS.  THIS STATION WAS IN THE WAY OF
 KY3103'CONSTRUCTION OF ADDITIONAL RUNWAYS AT THE GREATER PITTSBURG
 KY3103'AIRPORT.  MR. A.W. NICOLA (AIRPORT MANAGER) REQUESTED THAT THIS
 KY3103'STATION BE MOVED.  AFTER ESTABLISHING GR PGH APT 2 1972 BY ANGLES
 KY3103'AND EDM MEASUREMENTS THE STATION MARK, REFERENCE MARK 1 AND 2 WERE
 KY3103'DESTROYED.  THE AZIMUTH MARK WAS LEFT IN THE SAME POSITION AND IT
 KY3103'IS USED FOR AN AZIMUTH MARK FOR THE NEW STATION WHICH IS LOCATED
 KY3103'977 METERS SOUTH-SOUTHEAST OF THE OLD STATION.
 KY3103'
 KY3103'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-IN THE WEST PART
 KY3103'OF PITTSBURGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3104 ***********************************************************************
 KY3104  DESIGNATION -  GR PGH APT 2
 KY3104  PID         -  KY3104
 KY3104  STATE/COUNTY-  PA/ALLEGHENY
 KY3104  USGS QUAD   -  OAKDALE (1993)
 KY3104
 KY3104                         *CURRENT SURVEY CONTROL
 KY3104  ___________________________________________________________________
 KY3104* NAD 83(1992)-  40 28 43.32486(N)    080 13 47.47122(W)     ADJUSTED  
 KY3104* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 KY3104  ___________________________________________________________________
 KY3104  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 KY3104  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KY3104
 KY3104  HORZ ORDER  -  THIRD
 KY3104
 KY3104.The horizontal coordinates were established by classical geodetic methods
 KY3104.and adjusted by the National Geodetic Survey in June 2002..
 KY3104.No horizontal observational check was made to the station.
 KY3104
 KY3104.The orthometric height was scaled from a topographic map.
 KY3104
 KY3104.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3104
 KY3104.The geoid height was determined by GEOID03.
 KY3104
 KY3104;                    North         East     Units Scale Factor Converg.
 KY3104;SPC PA S     -   130,128.182   389,758.055   MT  0.99995962   -1 36 32.1
 KY3104;SPC PA S     -   426,928.88  1,278,731.22   sFT  0.99995962   -1 36 32.1
 KY3104;UTM  17      - 4,481,175.403   565,278.462   MT  0.99965245   +0 29 59.9
 KY3104
 KY3104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3104!SPC PA S     -   0.99994748  x   0.99995962  =   0.99990710
 KY3104!UTM  17      -   0.99994748  x   0.99965245  =   0.99959994
 KY3104
 KY3104:                Primary Azimuth Mark                     Grid Az
 KY3104:SPC PA S     -  GR PGH APT AZ MK                         028 14 08.9
 KY3104:UTM  17      -  GR PGH APT AZ MK                         026 07 36.9
 KY3104
 KY3104|---------------------------------------------------------------------|
 KY3104| PID    Reference Object                     Distance      Geod. Az  |
 KY3104|                                                           dddmmss.s |
 KY3104| KY3105 GR PGH APT AZ MK                    APPROX. 1.7 KM 0263736.8 |
 KY3104| CX4601 GR PGH APT 2 RM 3                                  22710     |
 KY3104| CX4602 GR PGH APT 2 RM 4                                  31723     |
 KY3104|---------------------------------------------------------------------|
 KY3104
 KY3104                          SUPERSEDED SURVEY CONTROL
 KY3104
 KY3104  NAD 83(1995)-  40 28 43.32439(N)    080 13 47.47276(W) AD(       ) 3
 KY3104  NAD 83(1986)-  40 28 43.33034(N)    080 13 47.48192(W) AD(       ) 3
 KY3104  NAD 27      -  40 28 43.08628(N)    080 13 48.26920(W) AD(       ) 3
 KY3104
 KY3104.Superseded values are not recommended for survey control.
 KY3104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3104.See file dsdata.txt to determine how the superseded data were derived.
 KY3104
 KY3104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE6527881175(NAD 83)
 KY3104_MARKER: DS = TRIANGULATION STATION DISK
 KY3104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3104
 KY3104  HISTORY     - Date     Condition        Report By
 KY3104  HISTORY     - 1972     MONUMENTED       NGS
 KY3104
 KY3104                          STATION DESCRIPTION
 KY3104
 KY3104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 KY3104'THE STATION IS LOCATED IN THE SOUTHWEST PART OF PITTSBURG, ABOUT
 KY3104'1-1/4 MILES SOUTHWEST OF THE GREATER PITTSBURG AIRPORT. IT IS ON A
 KY3104'LOW HILL JUST SOUTH OF A RUNWAY AND ON AIRPORT PROPERTY.  MR. A.W.
 KY3104'NICOLA GAVE PERMISSION TO CROSS THE AIRPORT PROPERTY AND TO
 KY3104'ESTABLISH THIS POINT.  MR. A.W. NICOLA IS THE AIRPORT MANAGER.
 KY3104'HIS TELEPHONE NUMBER IS (412) 771 2500.
 KY3104'
 KY3104'TO REACH THE STATION FROM THE ENTRANCE TO THE GREATER PITTSBURG
 KY3104'AIRPORT, GO SOUTHEAST OF STATE HIGHWAY 60 FOR 2.6 MILES TO A SIDE
 KY3104'ROAD RIGHT.  TURN RIGHT AND GO SOUTHWEST ON A PAVED ROAD FOR 0.9
 KY3104'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST UPHILL ON MCLAREN
 KY3104'ROAD FOR 0.4 MILE TO CROSSROAD.  TURN RIGHT AND GO NORTH ON A
 KY3104'PAVED ROAD FOR 0.6 MILE TO A CROSSROAD.  TURN LEFT AND GO
 KY3104'WESTERLY ON A BLADED ROAD FOR 0.05 MILE TO A DIM TRACK ROAD RIGHT.
 KY3104'TURN RIGHT AND GO NORTH UPHILL ON THE TRACK ROAD FOR 0.15 MILE TO
 KY3104'THE HIGHEST POINT OF THE HILL AND THE STATION.
 KY3104'
 KY3104'THE STATION MARK IS A STANDARD DISK STAMPED GR PGH APT 2 1972,
 KY3104'SET IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 KY3104'WITH THE SURFACE.  IT IS 1.7 FEET SOUTH OF A WITNESS POST.
 KY3104'
 KY3104'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GR PGH APT 2 NO 3
 KY3104'1972, SET IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT WHICH
 KY3104'PROJECTS 1 INCH.  IT IS 29.1 FEET WEST OF THE WITNESS POST.
 KY3104'
 KY3104'REFERENCE MARK 4 IS A STANDARD DISK STAMPED GR PGH APT 2 NO 4
 KY3104'1972, SET IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT WHICH IS
 KY3104'FLUSH WITH THE SURFACE.  IT IS 32.4 FEET NORTH OF THE WITNESS POST.
 KY3104'
 KY3104'THE AZIMUTH MARK IS THE FORMER AZIMUTH MARK FOR TRIANGULATION
 KY3104'STATION GR PGH APT 1958.  IT IS A STANDARD DISK STAMPED GR PGH APT
 KY3104'1958, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 KY3104'IS 2 INCHES BELOW THE SURFACE OF THE GROUND. IT IS ABOUT 0.15 MILE
 KY3104'SOUTH OF THE GREATER PITTSBURG AIRPORT CONTROL TOWER, JUST SOUTH
 KY3104'OF RUNWAY 14 AND JUST NORTH OF TAXI STRIP F.  IT IS 36 FEET SOUTH
 KY3104'OF SIGN 14-32 AND 41 FEET NORTHWEST OF TAXI STRIP V.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3105 ***********************************************************************
 KY3105  DESIGNATION -  GR PGH APT AZ MK
 KY3105  PID         -  KY3105
 KY3105  STATE/COUNTY-  PA/ALLEGHENY
 KY3105  USGS QUAD   -  OAKDALE (1993)
 KY3105
 KY3105                         *CURRENT SURVEY CONTROL
 KY3105  ___________________________________________________________________
 KY3105* NAD 83(1992)-  40 29 31.82869(N)    080 13 15.61888(W)     ADJUSTED  
 KY3105* NAVD 88     -       345.     (meters)    1132.     (feet)  SCALED    
 KY3105  ___________________________________________________________________
 KY3105  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 KY3105  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KY3105
 KY3105  HORZ ORDER  -  SECOND
 KY3105
 KY3105.The horizontal coordinates were established by classical geodetic methods
 KY3105.and adjusted by the National Geodetic Survey in June 2002..
 KY3105
 KY3105.The orthometric height was scaled from a topographic map.
 KY3105
 KY3105.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3105
 KY3105.The geoid height was determined by GEOID03.
 KY3105
 KY3105;                    North         East     Units Scale Factor Converg.
 KY3105;SPC PA S     -   131,602.637   390,549.837   MT  0.99995976   -1 36 11.4
 KY3105;SPC PA S     -   431,766.32  1,281,328.92   sFT  0.99995976   -1 36 11.4
 KY3105;UTM  17      - 4,482,677.536   566,015.222   MT  0.99965364   +0 30 21.1
 KY3105
 KY3105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3105!SPC PA S     -   0.99995124  x   0.99995976  =   0.99991100
 KY3105!UTM  17      -   0.99995124  x   0.99965364  =   0.99960490
 KY3105
 KY3105:                Primary Azimuth Mark                     Grid Az
 KY3105:SPC PA S     -  GR PGH APT                               243 41 43.3
 KY3105:UTM  17      -  GR PGH APT                               241 35 10.8
 KY3105
 KY3105|---------------------------------------------------------------------|
 KY3105| PID    Reference Object                     Distance      Geod. Az  |
 KY3105|                                                           dddmmss.s |
 KY3105| KY3103 GR PGH APT                          APPROX. 1.2 KM 2420531.9 |
 KY3105|---------------------------------------------------------------------|
 KY3105
 KY3105                          SUPERSEDED SURVEY CONTROL
 KY3105
 KY3105  NAD 83(1995)-  40 29 31.82826(N)    080 13 15.62057(W) AD(       ) 2
 KY3105  NAD 83(1986)-  40 29 31.83415(N)    080 13 15.62948(W) AD(       ) 2
 KY3105  NAD 27      -  40 29 31.59000(N)    080 13 16.41800(W) AD(       ) 2
 KY3105
 KY3105.Superseded values are not recommended for survey control.
 KY3105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3105.See file dsdata.txt to determine how the superseded data were derived.
 KY3105
 KY3105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE6601582678(NAD 83)
 KY3105_MARKER: DZ = AZIMUTH MARK DISK
 KY3105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3105_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY3105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3105+STABILITY: SURFACE MOTION
 KY3105
 KY3105  HISTORY     - Date     Condition        Report By
 KY3105  HISTORY     - 1958     MONUMENTED       CGS
 KY3105  HISTORY     - 1976     MARK NOT FOUND   NGS
 KY3105
 KY3105                          STATION DESCRIPTION
 KY3105
 KY3105'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KY3105'THE STATION IS APPROXIMATELY 0.8 MILE SOUTH-SOUTHEAST OF THE
 KY3105'GREATER PITTSBURGH AIRPORT AND 19 FEET NORTH-NORTHEAST OF THE VOR
 KY3105'STATION, ON A LOW HILL THAT HAS BEEN STRIPPED MINED AND LEVELED OFF.
 KY3105'
 KY3105'AZIMUTH MARK, A STANDARD DISK STAMPED GR PGH APT 1958, IS SET IN A
 KY3105'SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 KY3105'41.6 FEET NORTHWEST OF THE CENTER OF TAXI STRIP V, 36.6 FEET
 KY3105'SOUTHWEST OF SIGN 14-32, ABOUT 0.15 MILE NORTHEAST OF A RED
 KY3105'CHECKERED BUILDING AND BETWEEN RUNWAY 14 AND TAXI STRIP F.
 KY3105
 KY3105                          STATION RECOVERY (1976)
 KY3105
 KY3105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JWB)
 KY3105'THE MARK WAS SEARCHED FOR BUT NOT RECOVERED.  TAXIWAY V HAS BEEN
 KY3105'REBUILT AND THE MARK IS BELIEVED TO HAVE BEEN DESTROYED DURING THE
 KY3105'CONSTRUCTION.
 KY3105'
 KY3105'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GREATER
 KY3105'PITTSBURGH INTERNATIONAL AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3153 ***********************************************************************
 KW3153  DESIGNATION -  GRACE
 KW3153  PID         -  KW3153
 KW3153  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW3153  USGS QUAD   -  RIVERSIDE (1984)
 KW3153
 KW3153                         *CURRENT SURVEY CONTROL
 KW3153  ___________________________________________________________________
 KW3153* NAD 83(1992)-  40 56 12.35163(N)    076 41 17.22562(W)     ADJUSTED  
 KW3153* NAVD 88     -       140.     (meters)     459.     (feet)  SCALED    
 KW3153  ___________________________________________________________________
 KW3153  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 KW3153  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KW3153
 KW3153  HORZ ORDER  -  SECOND
 KW3153
 KW3153.The horizontal coordinates were established by classical geodetic methods
 KW3153.and adjusted by the National Geodetic Survey in June 2002..
 KW3153
 KW3153.The orthometric height was scaled from a topographic map.
 KW3153
 KW3153.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3153
 KW3153.The geoid height was determined by GEOID03.
 KW3153
 KW3153;                    North         East     Units Scale Factor Converg.
 KW3153;SPC PA N     -    86,070.517   689,423.979   MT  0.99999181   +0 42 08.9
 KW3153;SPC PA N     -   282,383.02  2,261,885.17   sFT  0.99999181   +0 42 08.9
 KW3153;SPC PA S     -   178,579.432   689,424.389   MT  0.99999544   +0 41 20.2
 KW3153;SPC PA S     -   585,889.35  2,261,886.52   sFT  0.99999544   +0 41 20.2
 KW3153;UTM  18      - 4,533,109.296   357,888.121   MT  0.99984857   -1 06 22.6
 KW3153
 KW3153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3153!SPC PA N     -   0.99998328  x   0.99999181  =   0.99997509
 KW3153!SPC PA S     -   0.99998328  x   0.99999544  =   0.99997872
 KW3153!UTM  18      -   0.99998328  x   0.99984857  =   0.99983185
 KW3153
 KW3153:                Primary Azimuth Mark                     Grid Az
 KW3153:SPC PA N     -  GRACE AZ MK                              028 01 22.5
 KW3153:SPC PA S     -  GRACE AZ MK                              028 02 11.2
 KW3153:UTM  18      -  GRACE AZ MK                              029 49 54.0
 KW3153
 KW3153|---------------------------------------------------------------------|
 KW3153| PID    Reference Object                     Distance      Geod. Az  |
 KW3153|                                                           dddmmss.s |
 KW3153| CB3466 GRACE AZ MK                                        0284331.4 |
 KW3153| CB3467 GRACE RM 1                            8.357 METERS 05313     |
 KW3153| CB3468 GRACE RM 2                           10.022 METERS 25554     |
 KW3153|---------------------------------------------------------------------|
 KW3153
 KW3153                          SUPERSEDED SURVEY CONTROL
 KW3153
 KW3153  NAD 83(1986)-  40 56 12.35109(N)    076 41 17.22097(W) AD(       ) 2
 KW3153  NAD 27      -  40 56 12.03690(N)    076 41 18.36790(W) AD(       ) 2
 KW3153
 KW3153.Superseded values are not recommended for survey control.
 KW3153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3153.See file dsdata.txt to determine how the superseded data were derived.
 KW3153
 KW3153_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL5788833109(NAD 83)
 KW3153_MARKER: DS = TRIANGULATION STATION DISK
 KW3153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3153
 KW3153  HISTORY     - Date     Condition        Report By
 KW3153  HISTORY     - 1958     MONUMENTED       CGS
 KW3153  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KW3153
 KW3153                          STATION DESCRIPTION
 KW3153
 KW3153'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KW3153'THE STATION IS APPROXIMATELY 4.5 MILES WEST-SOUTHWEST OF DANVILLE,
 KW3153'0.15 MILE SOUTH-SOUTHEAST OF U.S. HIGHWAY 11, ABOUT 100 YARDS WEST
 KW3153'OF THE SESQUEHANNA RIVER AND ALONG THE NORTH SIDE OF RAILROAD TRACKS.
 KW3153'
 KW3153'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 KW3153'HIGHWAY 54 IN DANVILLE, GO WEST AND SOUTHWEST ON U.S. HIGHWAY 11
 KW3153'FOR 3.35 MILES TO A DRIVE-IN THEATER ON THE RIGHT, CONTINUE
 KW3153'SOUTHWESTERLY ON U.S. HIGHWAY 11 FOR 0.8 MILE TO A WHITE HOUSE
 KW3153'AND RED BARN WHICH HAS SEVERAL SMALL CUPOLAS ON THE TOP ON THE RIGHT
 KW3153'AND THE AZIMUTH MARK ON THE LEFT, NEAR A POWER POLE WITH A
 KW3153'TRANSFORMER. CONTINUE SOUTHWESTERLY ON U.S. HIGHWAY 11 FOR 0.4 MILE
 KW3153'TO A WHITE HOUSE ON THE RIGHT AND A SMALL FARM ROAD ON THE LEFT,
 KW3153'TURN LEFT AND GO SOUTHERLY FOR 0.15 MILE TO A GRASSY MOUND OF DIRT ON
 KW3153'THE LEFT AND THE STATION ON THE LEFT.
 KW3153'
 KW3153'STATION MARKS ARE STANDARD DISKS STAMPED GRACE 1958. THE SURFACE DISK
 KW3153'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES. IT IS 38
 KW3153'FEET NORTH OF THE CENTER OF RAILROAD CROSSING, 27 FEET NORTHEAST OF A
 KW3153'TELEGRAPH POLE AND 11.5 FEET EAST-NORTHEAST OF THE CENTER OF
 KW3153'FARM ROAD. THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 KW3153'CONCRETE 36 INCHES BELOW THE SURFACE OF THE GROUND. A STANDARD
 KW3153'WITNESS POST WAS SET 3.5 FEET SOUTH-SOUTHWEST OF THE MARK.
 KW3153'
 KW3153'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GRACE NO 1 1958, IS SET
 KW3153'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES. IT IS 51 FEET WEST
 KW3153'OF A 2 FOOT WALNUT TREE, 38 FEET EAST-NORTHEAST OF THE CENTER OF FARM
 KW3153'ROAD AND ON THE NORTH SIDE OF GRASSY MOUND.
 KW3153'
 KW3153'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GRACE NO 2 1958, IS SET
 KW3153'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS 37 FEET
 KW3153'NORTH-NORTHWEST OF THE NORTH TRACK OF RAILROAD TRACKS, 20.5 FEET
 KW3153'WEST-SOUTHWEST OF THE CENTER OF THE FARM ROAD AND 18.5 FEET
 KW3153'NORTHWEST OF A TELEGRAPH POLE.
 KW3153'
 KW3153'AZIMUTH MARK, A STANDARD DISK STAMPED GRACE 1958, IS SET IN A SQUARE
 KW3153'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 43.5 FEET
 KW3153'SOUTH-SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 11, 51 FEET
 KW3153'EAST-NORTHEAST OF THE CENTER OF FIELD APPROACH AND 2 FEET
 KW3153'WEST-SOUTHWEST OF A POWER POLE WITH A TRANSFORMER. A STANDARD WITNESS
 KW3153'POST WAS SET 1 FOOT NORTH OF THE MARK.
 KW3153
 KW3153                          STATION RECOVERY (1987)
 KW3153
 KW3153'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 KW3153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1977 ***********************************************************************
 KX1977  DESIGNATION -  GRAHAM
 KX1977  PID         -  KX1977
 KX1977  STATE/COUNTY-  PA/ARMSTRONG
 KX1977  USGS QUAD   -  MOSGROVE (1993)
 KX1977
 KX1977                         *CURRENT SURVEY CONTROL
 KX1977  ___________________________________________________________________
 KX1977* NAD 83(1992)-  40 46 16.95249(N)    079 24 48.60745(W)     ADJUSTED  
 KX1977* NAVD 88     -       487.     (meters)    1598.     (feet)  SCALED    
 KX1977  ___________________________________________________________________
 KX1977  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 KX1977  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KX1977
 KX1977  HORZ ORDER  -  SECOND
 KX1977
 KX1977.The horizontal coordinates were established by classical geodetic methods
 KX1977.and adjusted by the National Geodetic Survey in June 2002..
 KX1977
 KX1977.The orthometric height was scaled from a topographic map.
 KX1977
 KX1977.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1977
 KX1977.The geoid height was determined by GEOID03.
 KX1977
 KX1977;                    North         East     Units Scale Factor Converg.
 KX1977;SPC PA S     -   160,998.148   459,570.249   MT  0.99997513   -1 04 45.4
 KX1977;SPC PA S     -   528,208.09  1,507,773.39   sFT  0.99997513   -1 04 45.4
 KX1977;UTM  17      - 4,514,588.794   633,889.433   MT  0.99982065   +1 02 10.3
 KX1977
 KX1977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX1977!SPC PA S     -   0.99992885  x   0.99997513  =   0.99990398
 KX1977!UTM  17      -   0.99992885  x   0.99982065  =   0.99974951
 KX1977
 KX1977:                Primary Azimuth Mark                     Grid Az
 KX1977:SPC PA S     -  MILLER                                   301 05 43.9
 KX1977:UTM  17      -  MILLER                                   298 58 48.2
 KX1977
 KX1977|---------------------------------------------------------------------|
 KX1977| PID    Reference Object                     Distance      Geod. Az  |
 KX1977|                                                           dddmmss.s |
 KX1977| KX2081 MILLER                              APPROX.13.4 KM 3000058.5 |
 KX1977|---------------------------------------------------------------------|
 KX1977
 KX1977                          SUPERSEDED SURVEY CONTROL
 KX1977
 KX1977  NAD 83(1986)-  40 46 16.95587(N)    079 24 48.61313(W) AD(       ) 2
 KX1977  NAD 27      -  40 46 16.72190(N)    079 24 49.46760(W) AD(       ) 2
 KX1977
 KX1977.Superseded values are not recommended for survey control.
 KX1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1977.See file dsdata.txt to determine how the superseded data were derived.
 KX1977
 KX1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF3388914589(NAD 83)
 KX1977_MARKER: DD = SURVEY DISK
 KX1977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1977_MARK LOGO: USGS  
 KX1977_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX1977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1977+STABILITY: SURFACE MOTION
 KX1977
 KX1977  HISTORY     - Date     Condition        Report By
 KX1977  HISTORY     - 1958     MONUMENTED       USGS
 KX1977  HISTORY     - 19921223 GOOD             LOCENG
 KX1977
 KX1977                          STATION DESCRIPTION
 KX1977
 KX1977'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (WER)
 KX1977'THE STATION IS LOCATED ON THE HIGHEST PART OF A HILL KNOWN LOCALLY AS
 KX1977'BLANKET HILL.
 KX1977'
 KX1977'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BLANKET.
 KX1977'DISTANCE BEING 14.720 METERS (48.29 FEET) SOUTHWEST OF
 KX1977'STATION BLANKET. THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK,
 KX1977'NO STAMPING, SET IN A 6 BY 7 INCH CONCRETE POST WHICH PROJECTS 8
 KX1977'INCHES.
 KX1977
 KX1977                          STATION RECOVERY (1992)
 KX1977
 KX1977'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992 (DM)
 KX1977'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2077 ***********************************************************************
 MA2077  DESIGNATION -  GRAHAM
 MA2077  PID         -  MA2077
 MA2077  STATE/COUNTY-  PA/VENANGO
 MA2077  USGS QUAD   -  KENNERDELL (1981)
 MA2077
 MA2077                         *CURRENT SURVEY CONTROL
 MA2077  ___________________________________________________________________
 MA2077* NAD 83(1992)-  41 21 09.29476(N)    079 49 05.62034(W)     ADJUSTED  
 MA2077* NAVD 88     -       484.12   (+/-2cm)    1588.3    (feet)  VERTCON   
 MA2077  ___________________________________________________________________
 MA2077  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 MA2077  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 MA2077
 MA2077  HORZ ORDER  -  FIRST
 MA2077  VERT ORDER  -  THIRD ? (See Below)
 MA2077
 MA2077.The horizontal coordinates were established by classical geodetic methods
 MA2077.and adjusted by the National Geodetic Survey in June 2002..
 MA2077
 MA2077.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2077.The vertical order pertains to the NGVD 29 superseded value.
 MA2077
 MA2077.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2077
 MA2077.The geoid height was determined by GEOID03.
 MA2077
 MA2077;                    North         East     Units Scale Factor Converg.
 MA2077;SPC PA N     -   133,766.649   426,943.662   MT  0.99995748   -1 22 05.6
 MA2077;SPC PA N     -   438,866.08  1,400,731.00   sFT  0.99995748   -1 22 05.6
 MA2077;UTM  17      - 4,578,571.833   598,858.230   MT  0.99972027   +0 46 51.1
 MA2077
 MA2077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2077!SPC PA N     -   0.99992930  x   0.99995748  =   0.99988678
 MA2077!UTM  17      -   0.99992930  x   0.99972027  =   0.99964959
 MA2077
 MA2077|---------------------------------------------------------------------|
 MA2077| PID    Reference Object                     Distance      Geod. Az  |
 MA2077|                                                           dddmmss.s |
 MA2077| CX4606 GRAHAM RM 1                          40.441 METERS 03556     |
 MA2077| MA2080 S 2 LINE 1                          APPROX. 2.6 KM 1371312.9 |
 MA2077| MA2081 S 1 LINE 1                          APPROX. 2.6 KM 1373243.8 |
 MA2077| CX4605 GRAHAM AZ MK                                       1604616.7 |
 MA2077| CX4607 GRAHAM RM 2                          37.311 METERS 32301     |
 MA2077|---------------------------------------------------------------------|
 MA2077
 MA2077                          SUPERSEDED SURVEY CONTROL
 MA2077
 MA2077  NAD 83(1995)-  41 21 09.29795(N)    079 49 05.62257(W) AD(       ) 1
 MA2077  NAD 83(1986)-  41 21 09.29892(N)    079 49 05.62265(W) AD(       ) 1
 MA2077  NAD 27      -  41 21 09.08500(N)    079 49 06.42800(W) AD(       ) 1
 MA2077  NGVD 29 (07/19/86)  484.29   (m)         1588.9    (f) LEVELING    3  
 MA2077
 MA2077.Superseded values are not recommended for survey control.
 MA2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2077.See file dsdata.txt to determine how the superseded data were derived.
 MA2077
 MA2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF9885878572(NAD 83)
 MA2077_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2077_STAMPING: GRAHAM 1935
 MA2077_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MA2077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA2077
 MA2077  HISTORY     - Date     Condition        Report By
 MA2077  HISTORY     - 1935     MONUMENTED       CGS
 MA2077  HISTORY     - 1959     SEE DESCRIPTION  CGS
 MA2077  HISTORY     - 1966     SEE DESCRIPTION  CGS
 MA2077  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MA2077  HISTORY     - 1980     GOOD             PADT
 MA2077  HISTORY     - 19931018 GOOD             HARTMN
 MA2077
 MA2077                          STATION DESCRIPTION
 MA2077
 MA2077'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 MA2077'THE STATION IS 3.3 MILES SOUTH-SOUTHEAST OF FRANKLIN (AIRLINE), ON
 MA2077'THE HIGHEST POINT OF THE SAME HILL AS THE GRAHAM CEMETERY, ON
 MA2077'THE PROPERTY OF W.W. CHAPIN, AND 0.1 MILE WEST OF THE GRAHAM SCHOOL.
 MA2077'
 MA2077'TO REACH THE STATION FROM THE PUBLIC SQUARE IN FRANKLIN, GO NORTHWEST
 MA2077'ON STATE HIGHWAY 8 (THE ROAD TO SLIPPERY ROCK) FOR 2.4 MILES TO A
 MA2077'PAVED T-ROAD LEFT (SOUTHEAST), HERE TURN LEFT AND GO 2.4 MILES TO A
 MA2077'CINDER T-ROAD (KEEPING STRAIGHT AT ALL ROAD INTERSECTIONS), HERE
 MA2077'TURN RIGHT ON THE CINDER ROAD AND GO 0.3 MILE TO THE GRAHAM SCHOOL ON
 MA2077'THE RIGHT, CONTINUE PAST THE SCHOOL FOR 0.1 MILE TO THE
 MA2077'CEMETERY.  HERE TURN RIGHT (WEST) AND GO 0.2 MILE ALONG THE SOUTH
 MA2077'SIDE OF THE CEMETERY TO THE STATION AT THE TOP OF THE HILL.  THE
 MA2077'STATION MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND, IS A
 MA2077'BLOCK OF CONCRETE 14 INCHES SQUARE BY 36 INCHES LONG.  THE
 MA2077'UNDERGROUND MARK IS 40 INCHES BELOW THE GROUND.  THE MARK IS
 MA2077'STAMPED GRAHAM 1935.  THE MARK IS 271 FEET SOUTHWEST OF A GRAVE STONE
 MA2077'WITH FOSTER ENGRAVED ON THE WEST FACE, 83 FEET NORTH OF THE OIL
 MA2077'WELL NEAREST TO THE TOP OF THE HILL.
 MA2077'
 MA2077'REFERENCE MARK NO. 1 IS 40.443 METERS (132.68 FEET) NORTH OF THE
 MA2077'STATION, AT THE EDGE OF THE WOODS.  THE MARK PROJECTS 5 INCHES, AND
 MA2077'IS STAMPED GRAHAM 1935 NO. 1.
 MA2077'
 MA2077'REFERENCE MARK NO. 2 IS 37.295 METERS (122.39 FEET) NORTHWEST OF THE
 MA2077'STATION, AT THE EDGE OF THE WOODS.  THE MARK PROJECTS 8
 MA2077'INCHES, AND IS STAMPED GRAHAM 1935 NO. 2.
 MA2077'
 MA2077'THE AZIMUTH MARK IS 0.3 MILE SOUTHEAST OF THE STATION AT THE
 MA2077'NORTHEAST CORNER OF AN OLD ORCHARD, 8 PACES WEST OF THE
 MA2077'CENTERLINE OF THE ROAD, ABOUT 200 FEET WEST-NORTHWEST OF A SMALL
 MA2077'FARMHOUSE.  THE MARK IS STAMPED GRAHAM 1935, AND PROJECTS 8
 MA2077'INCHES.
 MA2077'
 MA2077'THE LINE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WAS
 MA2077'OBSTRUCTED, SO IT WAS NOT MEASURED.
 MA2077'
 MA2077'A 90-FOOT TOWER NECESSARY.
 MA2077'
 MA2077'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE AS DESCRIBED IN
 MA2077'NOTES 1A, 7A AND 11A.
 MA2077
 MA2077                          STATION RECOVERY (1959)
 MA2077
 MA2077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GDB)
 MA2077'THE STATION AND REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED AS
 MA2077'DESCRIBED.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 MA2077
 MA2077                          STATION RECOVERY (1966)
 MA2077
 MA2077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EP)
 MA2077'THIS STATION WAS RECOVERED IN GOOD CONDITION WITH RMS 1 AND 2 AS
 MA2077'DESCRIBED.  THE AZIMUTH MARK WAS NOT LOOKED FOR.
 MA2077
 MA2077                          STATION RECOVERY (1967)
 MA2077
 MA2077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MA2077'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 MA2077'MARK WERE RECOVERED IN GOOD CONDITION.  THE DIRECTION TO THE AZIMUTH
 MA2077'MARK WAS NOT TAKEN AT THIS TIME DUE TO IT BEING OBSTRUCTED BY TREES.
 MA2077'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 MA2077'
 MA2077'THE STATION IS LOCATED ABOUT 3 MILES SOUTH-SOUTHEAST OF FRANKLIN ON
 MA2077'THE GROUNDS OF THE GRAHAM CEMETERY.
 MA2077'
 MA2077'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62 AND STATE
 MA2077'HIGHWAY 8, ABOUT 1.5 MILES SOUTHWEST OF FRANKLIN, GO SOUTH ON
 MA2077'STATE HIGHWAY 8 FOR 0.8 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT
 MA2077'AND GO EAST ON PONE LANE FOR 1.25 MILES TO A CROSSROAD, CONTINUE
 MA2077'EAST ON THE PAVED ROAD FOR 1.05 MILES TO A T-ROAD, TURN RIGHT AND GO
 MA2077'SOUTH ON BELMAR ROAD FOR 0.5 MILE TO THE ENTRANCE TO THE CEMETERY
 MA2077'ON THE RIGHT, (TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE
 MA2077'SOUTH ON THE PAVED ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT) TURN
 MA2077'RIGHT AND GO WEST ALONG THE SOUTH EDGE OF CEMETERY FOR 0.15 MILE TO
 MA2077'THE WEST EDGE OF THE CEMETERY AND THE STATION.
 MA2077'
 MA2077'THE STATION MARK IS 136 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 MA2077'BLOCK BUILDING, 28 FEET WEST OF THE APPROXIMATE CENTER OF THE
 MA2077'GRAVELED ROAD AND 4.7 FEET SOUTH OF A METAL WITNESS POST.  THE MARK
 MA2077'IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST SET 12
 MA2077'INCHES UNDERGROUND AND IS STAMPED GRAHAM 1935.  NOTE 1A 7A
 MA2077'
 MA2077'REFERENCE MARK NO. 1 IS 18 FEET EAST OF A DOUBLE TRUNKED OAK TREE AND
 MA2077'8 FEET NORTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD.
 MA2077'THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 MA2077'PROJECTING 5 INCHES AND IS STAMPED GRAHAM NO 1 1935.  NOTE
 MA2077'11A
 MA2077'
 MA2077'REFERENCE MARK NO. 2 IS 31 FEET NORTH OF THE APPROXIMATE CENTER OF A
 MA2077'TRACK ROAD AND 5 FEET SOUTH OF A WIRE FENCE.  THE MARK IS A
 MA2077'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 4
 MA2077'INCHES AND IS STAMPED GRAHAM NO 2 1935.  NOTE 11A
 MA2077'
 MA2077'THE AZIMUTH MARK IS 42 FEET NORTH OF A TELEPHONE POLE, 26 FEET WEST
 MA2077'OF THE APPROXIMATE CENTER OF THE PAVED ROAD AND 1.5 FEET SOUTHWEST
 MA2077'OF A METAL WITNESS POST.  THE MARK IS A STANDARD DISK SET IN THE TOP
 MA2077'OF A SQUARE CONCRETE POST PROJECTING 3 INCHES AND IS STAMPED GRAHAM
 MA2077'1935.  NOTE 16A
 MA2077'
 MA2077'HEIGHT OF LIGHT ABOVE STATION MARK 100 FEET.
 MA2077
 MA2077                          STATION RECOVERY (1980)
 MA2077
 MA2077'RECOVERY NOTE BY PA DEPT OF TRANSP 1980 (FAP)
 MA2077'GRAHAM RECOVERED GOOD.
 MA2077'
 MA2077'AZIMUTH MARK RECOVERED GOOD.
 MA2077
 MA2077                          STATION RECOVERY (1993)
 MA2077
 MA2077'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1993 (MM)
 MA2077'RECOVERED AS DESCRIBED.  NOTE, STATION IS GOOD FOR GPS OBSERVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ2036 ***********************************************************************
 LZ2036  CBN         -  This is a Cooperative Base Network Control Station.
 LZ2036  DESIGNATION -  GRANDPORT
 LZ2036  PID         -  LZ2036
 LZ2036  STATE/COUNTY-  PA/TIOGA
 LZ2036  USGS QUAD   -  TIADAGHTON (1994)
 LZ2036
 LZ2036                         *CURRENT SURVEY CONTROL
 LZ2036  ___________________________________________________________________
 LZ2036* NAD 83(1992)-  41 43 40.11281(N)    077 23 27.76119(W)     ADJUSTED  
 LZ2036* NAVD 88     -       572.5    (meters)    1878.     (feet)  GPS OBS   
 LZ2036  ___________________________________________________________________
 LZ2036  X           -   1,040,742.147 (meters)                     COMP
 LZ2036  Y           -  -4,652,596.778 (meters)                     COMP
 LZ2036  Z           -   4,223,448.346 (meters)                     COMP
 LZ2036  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 LZ2036  ELLIP HEIGHT-         540.18  (meters)          (03/28/01) GPS OBS
 LZ2036  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 LZ2036
 LZ2036  HORZ ORDER  -  A
 LZ2036  ELLP ORDER  -  THIRD     CLASS II
 LZ2036
 LZ2036.The horizontal coordinates were established by GPS observations
 LZ2036.and adjusted by the National Geodetic Survey in March 2001..
 LZ2036
 LZ2036.The orthometric height was determined by GPS observations and a
 LZ2036.high-resolution geoid model.
 LZ2036
 LZ2036.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LZ2036
 LZ2036.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ2036
 LZ2036.The ellipsoidal height was determined by GPS observations
 LZ2036.and is referenced to NAD 83.
 LZ2036
 LZ2036.The geoid height was determined by GEOID03.
 LZ2036
 LZ2036;                    North         East     Units Scale Factor Converg.
 LZ2036;SPC PA N     -   173,434.904   629,865.178   MT  0.99997148   +0 14 14.9
 LZ2036;SPC PA N     -   569,011.01  2,066,482.67   sFT  0.99997148   +0 14 14.9
 LZ2036;UTM  18      - 4,622,318.672   301,131.034   MT  1.00008670   -1 35 31.1
 LZ2036
 LZ2036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ2036!SPC PA N     -   0.99991528  x   0.99997148  =   0.99988676
 LZ2036!UTM  18      -   0.99991528  x   1.00008670  =   1.00000197
 LZ2036
 LZ2036:                Primary Azimuth Mark                     Grid Az
 LZ2036:SPC PA N     -  GRANDPORT AZ MK                          267 08 08.8
 LZ2036:UTM  18      -  GRANDPORT AZ MK                          268 57 54.8
 LZ2036
 LZ2036|---------------------------------------------------------------------|
 LZ2036| PID    Reference Object                     Distance      Geod. Az  |
 LZ2036|                                                           dddmmss.s |
 LZ2036| LZ2037 GRANDPORT AZ MK                     APPROX. 0.6 KM 2672223.7 |
 LZ2036|---------------------------------------------------------------------|
 LZ2036
 LZ2036                          SUPERSEDED SURVEY CONTROL
 LZ2036
 LZ2036  NAD 83(1996)-  41 43 40.11384(N)    077 23 27.75763(W) AD(       ) 3
 LZ2036  NAD 83(1986)-  41 43 40.11979(N)    077 23 27.74897(W) AD(       ) 3
 LZ2036  NGVD 29 (09/11/89)  572.7    (m)         1879.     (f) GPS OBS        
 LZ2036
 LZ2036.Superseded values are not recommended for survey control.
 LZ2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ2036.See file dsdata.txt to determine how the superseded data were derived.
 LZ2036
 LZ2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM0113122319(NAD 83)
 LZ2036_MARKER: I = METAL ROD
 LZ2036_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LZ2036_SP_SET: STAINLESS STEEL ROD
 LZ2036_STAMPING: GRANDPORT 1988
 LZ2036_MARK LOGO: NGS   
 LZ2036_PROJECTION: FLUSH
 LZ2036_MAGNETIC: N = NO MAGNETIC MATERIAL
 LZ2036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ2036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LZ2036+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2006
 LZ2036_ROD/PIPE-DEPTH: 4.90 meters
 LZ2036
 LZ2036  HISTORY     - Date     Condition        Report By
 LZ2036  HISTORY     - 1988     MONUMENTED       NGS
 LZ2036  HISTORY     - 20000428 GOOD             PADT
 LZ2036  HISTORY     - 20010724 GOOD             PADT
 LZ2036  HISTORY     - 20060607 GOOD             INDIV
 LZ2036
 LZ2036                          STATION DESCRIPTION
 LZ2036
 LZ2036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LZ2036'THE STATION IS LOCATED ABOUT 8.4 KM (5.20 MI) WEST-SOUTHWEST OF
 LZ2036'WELLSBORO, 3.6 KM (2.25 MI) SOUTHEAST OF ANSONIA, AT THE
 LZ2036'WELLSBORO-GRAND CANYON STATE AIRPORT, IN THE SOUTHWEST ANGLE OF THE
 LZ2036'JUNCTION OF THE MAIN CONNECTING TAXIWAY AND THE EAST END OF THE SINGLE
 LZ2036'ASPHALT RUNWAY.
 LZ2036'OWNERSHIP--STATE OF PENNSYLVANIA, BUREAU OF AVIATION, 45 LUKE DRIVE,
 LZ2036'MIDDLETOWN PA 17057.  AIRPORT MANAGER RICHARD JOHNSTON, RD 6 BOX 240,
 LZ2036'WELLSBORO PA 16901.  PHONE 717-724-4851.
 LZ2036'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 LZ2036'HIGHWAYS 287 AND 660 IN WELLSBORO, GO SOUTHWEST FOR 5.1 KM (3.15 MI)
 LZ2036'ON HIGHWAY 660 TO THE JUNCTION OF STATE HIGHWAY 362 WHERE HIGHWAY 660
 LZ2036'TURNS LEFT.  CONTINUE STRAIGHT AHEAD AND GO WEST FOR 3.1 KM (1.95 MI)
 LZ2036'ON HIGHWAY 362 TO A PAVED CROSSROAD, DANTZ RUN ROAD ON THE RIGHT.
 LZ2036'TURN LEFT AND GO SOUTHEAST FOR 0.4 KM (0.25 MI) ON THE PAVED ROAD TO A
 LZ2036'PAVED SIDE ROAD ON THE RIGHT JUST BEFORE REACHING THE HOME OF MR.
 LZ2036'JOHNSTON.  TURN RIGHT AND GO WEST FOR 0.2 KM (0.10 MI) ON THE PAVED
 LZ2036'AIRPORT ENTRANCE ROAD TO THE ASPHALT APRON.  TURN RIGHT AND GO NORTH
 LZ2036'FOR 0.1 KM (0.05 MI) ON THE APRON AND MAIN CONNECTING TAXIWAY TO THE
 LZ2036'STATION ON THE LEFT JUST BEFORE REACHING THE RUNWAY.
 LZ2036'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 LZ2036'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 4.9 METERS IN A GREASE
 LZ2036'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 LZ2036'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 LZ2036'55.6 M (182.4 FT) NORTHEAST FROM THE NORTHEAST CORNER OF THE METAL
 LZ2036'HANGAR, 37.8 M (124.0 FT) SOUTHEAST FROM THE CENTER OF THE RUNWAY AT
 LZ2036'THE EAST END OF THE RUNWAY, 24.8 M (81.4 FT) SOUTH FORM THE CENTER OF
 LZ2036'THE RUWNAY, 21.2 M (69.6 FT) NORTH FROM THE NORTH EDGE OF THE APRON,
 LZ2036'AND 20.6 M (67.6 FT) WEST FROM THE CENTER OF THE MAIN CONNECTING
 LZ2036'TAXIWAY.
 LZ2036'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 LZ2036
 LZ2036                          STATION RECOVERY (2000)
 LZ2036
 LZ2036'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (MJB)
 LZ2036'ADDITION TO REFERENCES---
 LZ2036'STATION IS ALSO 15 FT (4.6 M) WEST OF THE CENTER OF AN ELECTRIC MAN
 LZ2036'HOLE COVER.
 LZ2036' 
 LZ2036' 
 LZ2036' 
 LZ2036'
 LZ2036
 LZ2036                          STATION RECOVERY (2001)
 LZ2036
 LZ2036'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DRM)
 LZ2036'RECOVERED AS DESCRIBED.
 LZ2036'
 LZ2036
 LZ2036                          STATION RECOVERY (2006)
 LZ2036
 LZ2036'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JFP)
 LZ2036'RECOVERED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ2037 ***********************************************************************
 LZ2037  DESIGNATION -  GRANDPORT AZ MK
 LZ2037  PID         -  LZ2037
 LZ2037  STATE/COUNTY-  PA/TIOGA
 LZ2037  USGS QUAD   -  TIADAGHTON (1994)
 LZ2037
 LZ2037                         *CURRENT SURVEY CONTROL
 LZ2037  ___________________________________________________________________
 LZ2037* NAD 83(1992)-  41 43 39.21982(N)    077 23 53.72081(W)     ADJUSTED  
 LZ2037* NAVD 88     -       575.6    (meters)    1888.     (feet)  VERTCON   
 LZ2037  ___________________________________________________________________
 LZ2037  X           -   1,040,161.082 (meters)                     COMP
 LZ2037  Y           -  -4,652,747.851 (meters)                     COMP
 LZ2037  Z           -   4,223,429.819 (meters)                     COMP
 LZ2037  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 LZ2037  ELLIP HEIGHT-         543.24  (meters)          (06/21/02) GPS OBS
 LZ2037  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 LZ2037
 LZ2037  HORZ ORDER  -  THIRD
 LZ2037  ELLP ORDER  -  FOURTH    CLASS I
 LZ2037
 LZ2037.The horizontal coordinates were established by GPS observations
 LZ2037.and adjusted by the National Geodetic Survey in June 2002..
 LZ2037
 LZ2037.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ2037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ2037
 LZ2037.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LZ2037
 LZ2037.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ2037
 LZ2037.The ellipsoidal height was determined by GPS observations
 LZ2037.and is referenced to NAD 83.
 LZ2037
 LZ2037.The geoid height was determined by GEOID03.
 LZ2037
 LZ2037;                    North         East     Units Scale Factor Converg.
 LZ2037;SPC PA N     -   173,404.893   629,265.336   MT  0.99997146   +0 13 57.7
 LZ2037;SPC PA N     -   568,912.55  2,064,514.69   sFT  0.99997146   +0 13 57.7
 LZ2037;UTM  18      - 4,622,307.824   300,530.469   MT  1.00008964   -1 35 48.4
 LZ2037
 LZ2037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ2037!SPC PA N     -   0.99991480  x   0.99997146  =   0.99988626
 LZ2037!UTM  18      -   0.99991480  x   1.00008964  =   1.00000443
 LZ2037
 LZ2037:                Primary Azimuth Mark                     Grid Az
 LZ2037:SPC PA N     -  GRANDPORT                                087 08 08.7
 LZ2037:UTM  18      -  GRANDPORT                                088 57 54.8
 LZ2037
 LZ2037|---------------------------------------------------------------------|
 LZ2037| PID    Reference Object                     Distance      Geod. Az  |
 LZ2037|                                                           dddmmss.s |
 LZ2037| LZ2036 GRANDPORT                           APPROX. 0.6 KM 0872206.4 |
 LZ2037|---------------------------------------------------------------------|
 LZ2037
 LZ2037                          SUPERSEDED SURVEY CONTROL
 LZ2037
 LZ2037  NAD 83(1996)-  41 43 39.22063(N)    077 23 53.71723(W) AD(       ) 3
 LZ2037  NAD 83(1986)-  41 43 39.22669(N)    077 23 53.70853(W) AD(       ) 3
 LZ2037  NGVD 29 (09/11/89)  575.8    (m)         1889.     (f) GPS OBS        
 LZ2037
 LZ2037.Superseded values are not recommended for survey control.
 LZ2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ2037.See file dsdata.txt to determine how the superseded data were derived.
 LZ2037
 LZ2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM0053022308(NAD 83)
 LZ2037_MARKER: I = METAL ROD
 LZ2037_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LZ2037_SP_SET: STAINLESS STEEL ROD
 LZ2037_STAMPING: GRANDPORT AZ MK 1988
 LZ2037_MARK LOGO: NGS   
 LZ2037_PROJECTION: FLUSH
 LZ2037_MAGNETIC: I = MARKER IS A STEEL ROD
 LZ2037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ2037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LZ2037+SATELLITE: SATELLITE OBSERVATIONS - 1988
 LZ2037_ROD/PIPE-DEPTH: 3.7  meters
 LZ2037
 LZ2037  HISTORY     - Date     Condition        Report By
 LZ2037  HISTORY     - 1988     MONUMENTED       NGS
 LZ2037
 LZ2037                          STATION DESCRIPTION
 LZ2037
 LZ2037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LZ2037'THE STATION IS LOCATED ABOUT 8.4 KM (5.20 MI) WEST-SOUTHWEST OF
 LZ2037'WELLSBORO, 3.6 KM (2.25 MI) SOUTHEAST OF ANSONIA, AT THE
 LZ2037'WELLSBORO-GRAND CANYON STATE AIRPORT, NEAR THE SOUTHWEST CORNER OF THE
 LZ2037'SINGLE ASPHALT RUNWAY.
 LZ2037'OWNERSHIP--STATE OF PENNSYLVANIA, BUREAU OF AVIATION, 45 LUKE DRIVE,
 LZ2037'MIDDLETOWN PA 17057.  AIRPORT MANAGER RICHARD JOHNSTON, RD 4 BOX 240,
 LZ2037'WELLSBORO PA 16901.  PHONE 717-724-4851.
 LZ2037'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 LZ2037'HIGHWAYS 287 AND 660 IN WELLSBORO, GO SOUTHWEST FOR 5.1 KM (3.15 MI)
 LZ2037'ON HIGHWAY 660 TO THE JUNCTION OF STATE HIGHWAY 362  WHERE HIGHWAY 660
 LZ2037'TURNS LEFT.  CONTINUE STRAIGHT AHEAD AND GO WEST FOR 3.1 KM (1.95 MI)
 LZ2037'ON HIGHWAY 362 TO A PAVED CROSSROAD, DANTZ RUN ROAD ON THE RIGHT.
 LZ2037'TURN LEFT AND GO SOUTHEAST FOR 0.4 KM (0.25 MI) ON THE PAVED ROAD TO A
 LZ2037'PAVED SIDE ROAD ON THE RIGHT JUST BEFORE REACHING THE HOME OF MR.
 LZ2037'JOHNSTON.  TURN RIGHT AND GO WEST FOR 0.2 KM (0.10 MI) ON THE PAVED
 LZ2037'AIRPORT ENTRANCE ROAD TO THE ASPHALT APRON.  TURN RIGHT AND GO NORTH
 LZ2037'FOR 0.1 KM (0.05 MI) ON THE APRON AND MAIN CONNECTING TAXIWAY TO THE
 LZ2037'RUNWAY.  TURN LEFT AND GO WEST FOR 0.6 KM (0.35 MI) ON THE RUNWAY TO
 LZ2037'THE STATION ON THE LEFT JUST BEFORE REACHING THE WEST END OF THE
 LZ2037'RUNWAY.
 LZ2037'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 LZ2037'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 3.7 METERS IN A GREASE
 LZ2037'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 LZ2037'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 LZ2037'30.0 M (98.4 FT) SOUTH FROM THE CENTER OF THE RUNWAY AND 21.8 M
 LZ2037'(71.5 FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF THE RUNWAY.
 LZ2037'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2071 ***********************************************************************
 KX2071  DESIGNATION -  GRANDVIEW
 KX2071  PID         -  KX2071
 KX2071  STATE/COUNTY-  PA/ALLEGHENY
 KX2071  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX2071
 KX2071                         *CURRENT SURVEY CONTROL
 KX2071  ___________________________________________________________________
 KX2071* NAD 83(1992)-  40 25 30.61356(N)    079 59 46.39401(W)     ADJUSTED  
 KX2071* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 KX2071  ___________________________________________________________________
 KX2071  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 KX2071  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KX2071
 KX2071  HORZ ORDER  -  SECOND
 KX2071
 KX2071.The horizontal coordinates were established by classical geodetic methods
 KX2071.and adjusted by the National Geodetic Survey in June 2002..
 KX2071
 KX2071.The orthometric height was scaled from a topographic map.
 KX2071
 KX2071.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2071
 KX2071.The geoid height was determined by GEOID03.
 KX2071
 KX2071;                    North         East     Units Scale Factor Converg.
 KX2071;SPC PA S     -   123,656.082   409,409.758   MT  0.99995960   -1 27 26.4
 KX2071;SPC PA S     -   405,695.00  1,343,205.18   sFT  0.99995960   -1 27 26.4
 KX2071;UTM  17      - 4,475,432.409   585,149.238   MT  0.99968925   +0 39 03.4
 KX2071
 KX2071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2071!SPC PA S     -   0.99994556  x   0.99995960  =   0.99990516
 KX2071!UTM  17      -   0.99994556  x   0.99968925  =   0.99963482
 KX2071
 KX2071|---------------------------------------------------------------------|
 KX2071| PID    Reference Object                     Distance      Geod. Az  |
 KX2071|                                                           dddmmss.s |
 KX2071| CX4611 GRANDVIEW RM 1                       31.650 METERS 04130     |
 KX2071| CX4613 GRANDVIEW RM 3                       31.644 METERS 04131     |
 KX2071| CX4612 GRANDVIEW RM 2                       16.257 METERS 17112     |
 KX2071| KY3067 PITTSBURGH RAD WKJF TOWER           APPROX. 3.0 KM 3050831.6 |
 KX2071| KY3073 PITTSBURGH BELL MICROWAVE TWR       APPROX. 1.1 KM 3063549.4 |
 KX2071| KY3075 PITTSBURGH TV STA WIIC MAST         APPROX. 4.3 KM 3504533.7 |
 KX2071|---------------------------------------------------------------------|
 KX2071
 KX2071                          SUPERSEDED SURVEY CONTROL
 KX2071
 KX2071  NAD 83(1995)-  40 25 30.61476(N)    079 59 46.39566(W) AD(       ) 2
 KX2071  NAD 83(1986)-  40 25 30.61720(N)    079 59 46.40258(W) AD(       ) 2
 KX2071  NAD 27      -  40 25 30.36390(N)    079 59 47.21670(W) AD(       ) 2
 KX2071
 KX2071.Superseded values are not recommended for survey control.
 KX2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2071.See file dsdata.txt to determine how the superseded data were derived.
 KX2071
 KX2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE8514975432(NAD 83)
 KX2071_MARKER: DS = TRIANGULATION STATION DISK
 KX2071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2071_STAMPING: GRANDVIEW 1959
 KX2071_MARK LOGO: CGS   
 KX2071_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX2071+STABILITY: SURFACE MOTION
 KX2071
 KX2071  HISTORY     - Date     Condition        Report By
 KX2071  HISTORY     - 1959     MONUMENTED       CGS
 KX2071  HISTORY     - 1976     GOOD             NGS
 KX2071  HISTORY     - 1976     GOOD             PADT
 KX2071  HISTORY     - 19871021 GOOD             LOCENG
 KX2071
 KX2071                          STATION DESCRIPTION
 KX2071
 KX2071'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 KX2071'THE STATION IS LOCATED ON A HIGH HILL AT THE SOUTH EDGE OF GRANDVIEW
 KX2071'PARK, IN THE ALLENTOWN SECTION OF SOUTH PITTSBURG, PENNSYLVANIA.
 KX2071'
 KX2071'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 TRUCK ROUTE
 KX2071'WITH STATE HIGHWAY 51 AND 88 AT THE SOUTH END OF LIBERTY TUNNEL, GO
 KX2071'NORTHWEST ON HIGHWAY 19, 51 AND 88 FOR 0.1 MILE TO WEST WARRINGTON
 KX2071'AVENUE.  BEAR RIGHT ON WEST WARRINGTON AVENUE AND GO NORTHEAST
 KX2071'FOR 1.0 MILE TO BELTZHOOVER AVENUE.  TURN LEFT ON BELTZHOOVER AVENUE
 KX2071'AND GO NORTH FOR 0.25 MILE TO SCIENCE STREET.  TURN RIGHT ON SCIENCE
 KX2071'STREET AND GO UP STEEP GRADE FOR 0.05 MILE TO A DOUBLE STEEL GATE.
 KX2071'TURN LEFT AND GO ABOUT 60 FEET TO STATION AS DESCRIBED.
 KX2071'
 KX2071'STATION MARK, A STANDARD DISK STAMPED GRANDVIEW 1959, IS SET IN TOP
 KX2071'OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF
 KX2071'THE GROUND.  IT IS 36 FEET NORTHWEST OF A WIRE FENCE, 57 FEET
 KX2071'NORTHWEST OF A WATER TANK, 14 FEET SOUTH- SOUTHEAST OF THE
 KX2071'NORTHWEST EDGE OF THE HILL AND 41 FEET SOUTH-SOUTHWEST OF A POWERLINE
 KX2071'POLE AND TRANSFORMER.
 KX2071'
 KX2071'REFERENCE MARK 1, A STANDARD DISK STAMPED GRANDVIEW NO 1 1959, IS SET
 KX2071'IN TOP OF A 6 BY 12 INCH CONCRETE PILLOW WHICH PROJECTS ABOUT 12
 KX2071'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 70 FEET NORTH OF THE
 KX2071'WATER TANK, 63 FEET EAST-NORTHEAST OF A POWERLINE POLE WITH
 KX2071'TRANSFORMER AND 53 FEET NORTH-NORTHEAST OF NORTHEAST CORNER OF FENCE
 KX2071'LINE AND IS ABOUT 5 FEET LOWER THAN STATION.
 KX2071'
 KX2071'REFERENCE MARK 2, A STANDARD DISK STAMPED GRANDVIEW NO 2 1959, IS SET
 KX2071'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KX2071'SURFACE OF THE GROUND.  IT IS 14 FEET NORTHWEST OF A WIRE FENCE, 35
 KX2071'FEET NORTHWEST OF THE WATER TANK AND 14.6 FEET NORTH-NORTHWEST OF
 KX2071'THE NORTHWEST GATE POST.
 KX2071'
 KX2071'NO AZIMUTH MARK WAS SET AS STATION POINT CAN BE SEEN FROM THE GROUND
 KX2071'WITH A SMALL AMOUNT OF CLEARING.
 KX2071'
 KX2071'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KX2071
 KX2071                          STATION RECOVERY (1976)
 KX2071
 KX2071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 KX2071'THE STATION MARK AND REFERENCE MARK TWO WERE RECOVERED AND FOUND IN
 KX2071'GOOD CONDITION.  REFERENCE MARK ONE WAS FOUND DESTROYED.  THE SHANK
 KX2071'FOR THE REFERENCE MARK STILL REMAINED IN THE CONCRETE SLAB.  A NEW
 KX2071'REFERENCE MARK THREE WAS SET NEAR WHERE THE OLD REFERENCE MARK ONE
 KX2071'WAS LOCATED.
 KX2071'
 KX2071'A COMPLETE NEW DESCRIPTION FOLLOWS.
 KX2071'
 KX2071'THE STATION IS LOCATED ON A HIGH HILL IN THE SOUTH PART OF PITTSBURGH
 KX2071'IN THE ALLENTOWN SECTION.  IT IS ON A HILL IN THE GRANDVIEW PARK
 KX2071'AND THERE ARE 2 LARGE GREEN WATER TANKS ON THE SAME HILL.  IT IS
 KX2071'ON CITY OWNED PROPERTY.
 KX2071'
 KX2071'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 19 TRUCK ROUTE AND
 KX2071'STATE HIGHWAYS 51 AND 88 AT THE SOUTH END OF THE LIBERTY TUNNEL, GO
 KX2071'NORTHWEST ON HIGHWAYS 19, 51, AND 88 FOR 0.1 MILE TO A SIDE STREET
 KX2071'ON THE RIGHT.  BEAR RIGHT AND GO NORTHEAST ON WARRINGTON AVENUE
 KX2071'FOR 1.0 MILE TO A CROSS STREET.  TURN LEFT AND GO NORTH ON
 KX2071'BELTZHOOVER AVENUE FOR 0.25 MILE TO A SIDE STREET RIGHT.  TURN
 KX2071'RIGHT, GO EAST UP A STEEP HILL ON SCIENCE STREET FOR 0.05 MILE
 KX2071'TO A GATE AT THE ENTRANCE TO TWO LARGE WATER TANKS AND THE
 KX2071'STATION JUST WEST OF THE WEST SIDE OF THE FENCE.
 KX2071'
 KX2071'THE STATION MARK IS A STANDARD DISK STAMPED GRANDVIEW 1959, SET IN
 KX2071'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 KX2071'THE SURFACE.  IT IS 68 FEET NORTH-NORTHWEST OF THE GATE LEADING TO
 KX2071'THE WATER TANKS, 51.5 FEET SOUTHWEST OF NORTHWEST CORNER FENCE
 KX2071'AROUND WATER TANK, 42 FEET SOUTH OF A POWERLINE POLE NUMBERED 459-D,
 KX2071'17 FEET NORTHWEST OF A 24-INCH LOCUST TREE, 66.5 FEET NORTH OF
 KX2071'THE CENTER OF SCIENCE STREET.  A 3/4 INCH ROUND, 18-INCHES
 KX2071'LONG IRON ROD WAS DRIVEN INTO THE GROUND BESIDE THE STATION MARK.
 KX2071'
 KX2071'REFERENCE MARK TWO IS A STANDARD DISK STAMPED GRANDVIEW NO 2 1959
 KX2071'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 KX2071'4-INCHES.  IT IS 17 FEET NORTHWEST OF THE CENTER OF THE GATE
 KX2071'LEADING TO THE WATER TANKS, AND 15 FEET NORTH OF THE CENTER OF
 KX2071'SCIENCE STREET.
 KX2071'
 KX2071'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GRANDVIEW 1959 NO 3 1976
 KX2071'SET IN A DRILL HOLE IN A 12 BY 16 INCH CONCRETE SLAB WHICH PROJECTS
 KX2071'ONE FOOT.  IT IS 57.9 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER
 KX2071'OF FENCE AROUND THE WATER TANK, 56 FEET NORTHWEST OF A POWERLINE
 KX2071'POLE NUMBERED 126-552, AND 28 FEET SOUTH OF A PAVED FOOT PATH.
 KX2071'
 KX2071'THERE IS NO SUITABLE PLACE TO SET AN AZIMUTH MARK AT THIS
 KX2071'STATION.  THE WIIC TV MAST MAY BE USED AS AN AZIMUTH.
 KX2071'
 KX2071'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE SOUTH
 KX2071'PART OF PITTSBURGH.
 KX2071
 KX2071                          STATION RECOVERY (1976)
 KX2071
 KX2071'RECOVERY NOTE BY PA DEPT OF TRANSP 1976 (FP)
 KX2071'GRANDVIEW 1959 RECOVERED GOOD.
 KX2071'
 KX2071'RM NO. 1 1959 RECOVERED POOR - DISK. KNOCKED OFF.
 KX2071'
 KX2071'RM NO. 2 1959 RECOVERED GOOD.
 KX2071'
 KX2071'FOUND AS DESCRIBED.
 KX2071'
 KX2071'DISTANCE AND DIRECTION FROM NEAREST TOWN--ALLENTOWN SEC. OF SOUTH
 KX2071'PITTSB.
 KX2071
 KX2071                          STATION RECOVERY (1987)
 KX2071
 KX2071'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987 (DM)
 KX2071'RECOVERED IN GOOD CONDITION.  RM 1 AND RM 2 RECOVERED IN GOOD
 KX2071'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0074 ***********************************************************************
 MB0074  DESIGNATION -  GRANGE
 MB0074  PID         -  MB0074
 MB0074  STATE/COUNTY-  PA/CRAWFORD
 MB0074  USGS QUAD   -  GENEVA (1990)
 MB0074
 MB0074                         *CURRENT SURVEY CONTROL
 MB0074  ___________________________________________________________________
 MB0074* NAD 83(1992)-  41 33 49.04806(N)    080 09 27.84722(W)     ADJUSTED  
 MB0074* NAVD 88     -       437.893  (meters)    1436.65   (feet)  ADJUSTED  
 MB0074  ___________________________________________________________________
 MB0074  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 MB0074  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 MB0074  DYNAMIC HT  -         437.713 (meters)    1436.06  (feet)  COMP
 MB0074  MODELED GRAV-     980,198.6   (mgal)                       NAVD 88
 MB0074
 MB0074  HORZ ORDER  -  SECOND
 MB0074  VERT ORDER  -  SECOND    CLASS 0
 MB0074
 MB0074.The horizontal coordinates were established by classical geodetic methods
 MB0074.and adjusted by the National Geodetic Survey in June 2002..
 MB0074
 MB0074.The orthometric height was determined by differential leveling
 MB0074.and adjusted by the National Geodetic Survey in June 1991..
 MB0074
 MB0074.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB0074
 MB0074.The geoid height was determined by GEOID03.
 MB0074
 MB0074.The dynamic height is computed by dividing the NAVD 88
 MB0074.geopotential number by the normal gravity value computed on the
 MB0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0074.degrees latitude (g = 980.6199 gals.).
 MB0074
 MB0074.The modeled gravity was interpolated from observed gravity values.
 MB0074
 MB0074;                    North         East     Units Scale Factor Converg.
 MB0074;SPC PA N     -   157,929.617   399,194.096   MT  0.99996009   -1 35 34.1
 MB0074;SPC PA N     -   518,140.75  1,309,689.30   sFT  0.99996009   -1 35 34.1
 MB0074;UTM  17      - 4,601,670.279   570,229.202   MT  0.99966069   +0 33 31.8
 MB0074
 MB0074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB0074!SPC PA N     -   0.99993660  x   0.99996009  =   0.99989669
 MB0074!UTM  17      -   0.99993660  x   0.99966069  =   0.99959731
 MB0074
 MB0074|---------------------------------------------------------------------|
 MB0074| PID    Reference Object                     Distance      Geod. Az  |
 MB0074|                                                           dddmmss.s |
 MB0074| MB0075 GRANGE RM 1                          30.591 METERS 24400     |
 MB0074| CX4617 GRANGE AZ MK                                       3141820.1 |
 MB0074| MB0073 U 244                                39.701 METERS 32643     |
 MB0074| MB1863 MEADVILLE RADIO STA WMGW MAST       APPROX. 7.5 KM 3490639.4 |
 MB0074|---------------------------------------------------------------------|
 MB0074
 MB0074                          SUPERSEDED SURVEY CONTROL
 MB0074
 MB0074  NAD 83(1995)-  41 33 49.05232(N)    080 09 27.85070(W) AD(       ) 2
 MB0074  NAD 83(1986)-  41 33 49.05386(N)    080 09 27.85158(W) AD(       ) 2
 MB0074  NAD 27      -  41 33 48.86290(N)    080 09 28.63470(W) AD(       ) 2
 MB0074  NGVD 29 (??/??/92)  438.067  (m)         1437.22   (f) ADJ UNCH    2 0
 MB0074
 MB0074.Superseded values are not recommended for survey control.
 MB0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0074.See file dsdata.txt to determine how the superseded data were derived.
 MB0074
 MB0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7022901670(NAD 83)
 MB0074_MARKER: DS = TRIANGULATION STATION DISK
 MB0074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0074_SP_SET: CONC CYLINDER
 MB0074_STAMPING: GRANGE 1961
 MB0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0074
 MB0074  HISTORY     - Date     Condition        Report By
 MB0074  HISTORY     - 1961     MONUMENTED       CGS
 MB0074  HISTORY     - 1961     GOOD             CGS
 MB0074
 MB0074                          STATION DESCRIPTION
 MB0074
 MB0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 MB0074'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF A VERY PROMINENT
 MB0074'CROSSROADS ABOUT 4-1/2 MILES NORTH OF THE MERCER-CRAWFORD
 MB0074'COUNTY LINE, 4-1/2 MILES SOUTH OF MEADVILLE AND ON PROPERTY OF THE
 MB0074'UNION GRANGE HALL 764.
 MB0074'
 MB0074'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 6, 19 AND 322
 MB0074'IN THE SOUTH EDGE OF MEADVILLE, GO SOUTHWEST ON U.S. HIGHWAYS
 MB0074'6, 19 AND 322 FOR 1.0 MILE TO A PAVED SIDE ROAD LEFT COUNTY ROUTE
 MB0074'20112.  TURN LEFT AND GO SOUTH ON COUNTY ROUTE 20112 FOR
 MB0074'2.57 MILES TO A PAVED SIDE ROAD LEFT. CONTINUE STRAIGHT AHEAD, SOUTH,
 MB0074'FOR 1.2 MILES TO A BRICK CHURCH ON THE LEFT AND A
 MB0074'CEMENTERY ON THE RIGHT, CONTINUE SOUTH ON THE MAIN ROAD FOR 2.75
 MB0074'MILES TO A GRAVELED CROSSROADS AND THE UNION GRANGE 764 ON
 MB0074'THE LEFT AND THE STATION MARK AS DESCRIBED.
 MB0074'
 MB0074'THE STATION MARK, IS A STANDARD DISK STAMPED GRANGE 1961, SET IN TOP
 MB0074'OF A 12 INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE
 MB0074'GROUND SURFACE.  IT IS 18.6 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 MB0074'CORNER OF THE GRANGE HALL, 33.0 FEET NORTH OF A EAST AND
 MB0074'WEST FENCE LINE, 62.0 FEET EAST OF THE APPROXIMATE CENTER OF A
 MB0074'GRAVELED ROAD AND 129.0 FEET SOUTH-SOUTHEAST OF THE
 MB0074'CROSSROAD INTERSECTION.
 MB0074'
 MB0074'REFERENCE MARK 1, IS A STANDARD DISK STAMPED GRANGE NO 1 1961, SET IN
 MB0074'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 MB0074'GROUND SURFACE.  IT IS 1.5 FEET NORTH OF A TELEPHONE LINE POLE NUMBER
 MB0074'L-1681, 20.6 FEET WEST OF THE APPROXIMATE CENTER OF
 MB0074'THE GRAVELED ROAD, 118.8 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 MB0074'OF THE GRANGE HALL AND 174.0 FEET SOUTH-SOUTHWEST OF THE
 MB0074'CROSSROAD JUNCTION.
 MB0074'
 MB0074'B.M. U 244 (REFERENCE MARK 2), IS A STANDARD U.S. COAST AND GEODETIC
 MB0074'SURVEY BENCH MARK DISK STAMPED U244 1960, SET IN TOP OF A 12 INCH
 MB0074'CONCRETE CYLINDER WHICH PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT
 MB0074'IS 3.3 FEET NORTHWEST OF A METAL WITNESS POST, 8.6 FEET
 MB0074'NORTHWEST OF A TELEPHONE LINE POLE NUMBER 110, 34.0 FEET SOUTHWEST OF
 MB0074'THE CROSSROADS JUNCTION AND 87.9 FEET NORTHWEST OF THE
 MB0074'NORTHWEST CORNER OF THE GRANGE HALL.
 MB0074'
 MB0074'AZIMUTH MARK, IS A STANDARD DISK STAMPED GRANGE 1961, SET IN TOP OF A
 MB0074'SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH ABOVE THE
 MB0074'GROUND.  IT IS 4.4 FEET NORTHWEST OF A POWERLINE POLE NUMBER H-196,
 MB0074'15.0 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE
 MB0074'GRAVELED ROAD AND 254.0 FEET NORTHWEST OF A GRAVELED DRIVEWAY.
 MB0074'
 MB0074'TO REACH THE AZIMUTH MARK FROM THE CROSSROADS ABOUT 130.0 FEET NORTH
 MB0074'OF THE STATION, GO WEST ON A GRAVELED ROAD FOR 0.2 MILE TO A
 MB0074'DRIVEWAY LEFT, CONTINUE WEST ON THE GRAVELED ROAD FOR ABOUT 254.0
 MB0074'FEET TO A POWERLINE POLE NUMBER H-196 ON THE RIGHT
 MB0074'AND THE AZIMUTH MARK AS DESCRIBED.
 MB0074'
 MB0074'HEIGHT OF LIGHT ABOVE STATION MARK 34.32 METERS.
 MB0074
 MB0074                          STATION RECOVERY (1961)
 MB0074
 MB0074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 MB0074'4.4 MI SW FROM MEADVILLE.
 MB0074'ABOUT 4.45 MILES SOUTHWEST ALONG COUNTY ROAD 20112 FROM THE
 MB0074'JUNCTION OF COUNTY ROAD 20112 AND U.S. HIGHWAY 322 AT THE STATE
 MB0074'HIGHWAY DEPARTMENT BUILDING IN THE SOUTH EDGE OF MEADVILLE.  AT
 MB0074'THE INTERSECTION OF A CROSSROAD, A GRANGE BUILDING AND MARK IN
 MB0074'THE SOUTHEAST ANGLE OF THE INTERSECTION, 129.0 FEET
 MB0074'SOUTH-SOUTHEAST OF THE CENTER OF THE INTERSECTION OF A CROSSROAD,
 MB0074'100.4 FEET NORTHEAST OF REFERENCE MARK 1, 62.0 FEET EAST OF THE
 MB0074'CENTERLINE OF A NORTH AND SOUTH GRAVELED ROAD, 33.0 FEET NORTH
 MB0074'OF AN EAST AND WEST FENCELINE AND 18.6 FEET WEST-SOUTHWEST OF
 MB0074'THE SOUTHWEST CORNER OF THE GRANGE HALL NO. 764.  SET IN THE TOP
 MB0074'OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE SURFACE
 MB0074'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0075 ***********************************************************************
 MB0075  DESIGNATION -  GRANGE RM 1
 MB0075  PID         -  MB0075
 MB0075  STATE/COUNTY-  PA/CRAWFORD
 MB0075  USGS QUAD   -  GENEVA (1990)
 MB0075
 MB0075                         *CURRENT SURVEY CONTROL
 MB0075  ___________________________________________________________________
 MB0075* NAD 83(1986)-  41 33 48.     (N)    080 09 27.     (W)     SCALED    
 MB0075* NAVD 88     -       438.067  (meters)    1437.22   (feet)  ADJUSTED  
 MB0075  ___________________________________________________________________
 MB0075  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 MB0075  DYNAMIC HT  -         437.887 (meters)    1436.63  (feet)  COMP
 MB0075  MODELED GRAV-     980,198.6   (mgal)                       NAVD 88
 MB0075
 MB0075  VERT ORDER  -  SECOND    CLASS 0
 MB0075
 MB0075.The horizontal coordinates were scaled from a topographic map and have
 MB0075.an estimated accuracy of +/- 6 seconds.
 MB0075
 MB0075.The orthometric height was determined by differential leveling
 MB0075.and adjusted by the National Geodetic Survey in June 1991..
 MB0075
 MB0075.The geoid height was determined by GEOID03.
 MB0075
 MB0075.The dynamic height is computed by dividing the NAVD 88
 MB0075.geopotential number by the normal gravity value computed on the
 MB0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0075.degrees latitude (g = 980.6199 gals.).
 MB0075
 MB0075.The modeled gravity was interpolated from observed gravity values.
 MB0075
 MB0075;                    North         East    Units  Estimated Accuracy
 MB0075;SPC PA N     -   157,900.      399,210.      MT  (+/- 180 meters Scaled)
 MB0075
 MB0075                          SUPERSEDED SURVEY CONTROL
 MB0075
 MB0075  NGVD 29 (??/??/92)  438.241  (m)         1437.80   (f) ADJ UNCH    2 0
 MB0075
 MB0075.Superseded values are not recommended for survey control.
 MB0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0075.See file dsdata.txt to determine how the superseded data were derived.
 MB0075
 MB0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG702016(NAD 83)
 MB0075_MARKER: DR = REFERENCE MARK DISK
 MB0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0075_STAMPING: GRANGE NO 1 1961
 MB0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0075+STABILITY: SURFACE MOTION
 MB0075
 MB0075  HISTORY     - Date     Condition        Report By
 MB0075  HISTORY     - 1961     MONUMENTED       CGS
 MB0075
 MB0075                          STATION DESCRIPTION
 MB0075
 MB0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0075'4.4 MI SW FROM MEADVILLE.
 MB0075'ABOUT 4.45 MILES SOUTHWEST ALONG COUNTY ROAD 20112 FROM THE
 MB0075'JUNCTION OF COUNTY ROAD 20112 AND U.S. HIGHWAY 322 AT THE STATE
 MB0075'HIGHWAY DEPARTMENT BUILDING IN THE SOUTH EDGE OF MEADVILLE.  AT
 MB0075'THE INTERSECTION OF A CROSSROAD, A GRANGE HALL BUILDING NO. 764
 MB0075'AND MARK IN THE SOUTHEAST ANGLE OF THE INTERSECTION, 174.0 FEET
 MB0075'SOUTH-SOUTHWEST OF THE CENTER OF THE INTERSECTION OF THE
 MB0075'GRAVELED CROSSROAD, 118.8 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 MB0075'CORNER OF THE GRANGE HALL, 100.4 FEET SOUTHWEST OF THE STATION
 MB0075'MARK, 20.6 FEET WEST OF THE CENTERLINE OF A NORTH AND SOUTH
 MB0075'GRAVELED ROAD AND 11.5 FEET NORTH OF TELEPHONE POLE NO.
 MB0075'L-1681.  SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH
 MB0075'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3763 ***********************************************************************
 KV3763  DESIGNATION -  GRATERFORD PENITENTIARY STACK
 KV3763  PID         -  KV3763
 KV3763  STATE/COUNTY-  PA/MONTGOMERY
 KV3763  USGS QUAD   -  COLLEGEVILLE (1992)
 KV3763
 KV3763                         *CURRENT SURVEY CONTROL
 KV3763  ___________________________________________________________________
 KV3763* NAD 83(1992)-  40 13 53.47977(N)    075 25 53.27866(W)     ADJUSTED  
 KV3763* NAVD 88     -                                                        
 KV3763  ___________________________________________________________________
 KV3763  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 KV3763  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KV3763
 KV3763  HORZ ORDER  -  THIRD
 KV3763
 KV3763.The horizontal coordinates were established by classical geodetic methods
 KV3763.and adjusted by the National Geodetic Survey in June 2002..
 KV3763
 KV3763
 KV3763.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3763
 KV3763.The geoid height was determined by GEOID03.
 KV3763
 KV3763;                    North         East     Units Scale Factor Converg.
 KV3763;SPC PA S     -   102,319.991   797,289.026   MT  0.99996678   +1 30 15.3
 KV3763;SPC PA S     -   335,694.84  2,615,772.41   sFT  0.99996678   +1 30 15.3
 KV3763;UTM  18      - 4,453,543.693   463,294.795   MT  0.99961658   -0 16 43.2
 KV3763
 KV3763                          SUPERSEDED SURVEY CONTROL
 KV3763
 KV3763  NAD 83(1996)-  40 13 53.47841(N)    075 25 53.27829(W) AD(       ) 4
 KV3763  NAD 83(1991)-  40 13 53.47501(N)    075 25 53.28189(W) AD(       ) 4
 KV3763  NAD 83(1986)-  40 13 53.47916(N)    075 25 53.27820(W) AD(       ) 4
 KV3763  NAD 27      -  40 13 53.11000(N)    075 25 54.65000(W) AD(       ) 3
 KV3763
 KV3763.Superseded values are not recommended for survey control.
 KV3763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3763.See file dsdata.txt to determine how the superseded data were derived.
 KV3763
 KV3763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6329553544(NAD 83)
 KV3763_MARKER: 63 = STACK
 KV3763
 KV3763  HISTORY     - Date     Condition        Report By
 KV3763  HISTORY     - 1942     FIRST OBSERVED   CGS
 KV3763  HISTORY     - 1983     GOOD             BSA
 KV3763  HISTORY     - 1984     GOOD             PADT
 KV3763  HISTORY     - 1986     GOOD             PADT
 KV3763
 KV3763                          STATION DESCRIPTION
 KV3763
 KV3763'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KV3763'THIS INTERSECTION STATION IS THE STACK OF THE EASTERN STATE
 KV3763'PENITENTIARY POWER HOUSE AND HEATING PLANT, LOCATED IN THE SW
 KV3763'CORNER OF THE PENITENTIARY GROUNDS ABOUT 1.5 MILES E OF GRATERFORD.
 KV3763'IT IS A BUFF BRICK STACK ABOUT 180 FEET HIGH.  POINT OBSERVED UPON
 KV3763'WAS THE CENTER OF THE TOP OF THE STACK.
 KV3763
 KV3763                          STATION RECOVERY (1983)
 KV3763
 KV3763'RECOVERY NOTE BY BOY SCOUTS OF AMERICA 1983 (DD)
 KV3763'STATION GOOD.
 KV3763
 KV3763                          STATION RECOVERY (1984)
 KV3763
 KV3763'RECOVERY NOTE BY PA DEPT OF TRANSP 1984 (RBG)
 KV3763'THE STATION WAS RECOVERED AT THIS DATE.
 KV3763'CONVERSATION WITH OFFICIALS AT THE PENITENTIARY INDICATE THAT THE
 KV3763'PRESENT STACK IS THE ORIGINAL STACK CONSTRUCTED IN THE 1930S.
 KV3763
 KV3763                          STATION RECOVERY (1986)
 KV3763
 KV3763'RECOVERY NOTE BY PA DEPT OF TRANSP 1986 (BMP)
 KV3763'THE STATION WAS RECOVERED AT THIS DATE.
 KV3763'THE STATION IS A BUFF COLORED STACK APPROXIMATELY 180 FEET HIGH
 KV3763'WITHIN THE GROUNDS OF THE GRATERFORD STATE PRISON ABOUT 2.0 KM
 KV3763'(1.2 MI) EAST OF GRATERFORD.
 KV3763'OWNERSHIP--GRATERFORD PRISON, BOX 244, GRATERFORD, PA. 19246
 KV3763'TO REACH THE STATION FROM THE JUNCTION OF BRIDGE STREET AND STATE
 KV3763'ROUTE 29 IN GRATERFORD, GO EAST ON BRIDGE STREET FOR 1.8 KM
 KV3763'(1.1 MI) TO THE PRISON AND THE STATION.
 KV3763'DESCRIBED BY B. PUTZIGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6160 ***********************************************************************
 KV6160  DESIGNATION -  GRATERFORD PRISON WATER TOWER
 KV6160  PID         -  KV6160
 KV6160  STATE/COUNTY-  PA/MONTGOMERY
 KV6160  USGS QUAD   -  COLLEGEVILLE (1992)
 KV6160
 KV6160                         *CURRENT SURVEY CONTROL
 KV6160  ___________________________________________________________________
 KV6160* NAD 83(1992)-  40 13 59.82611(N)    075 25 40.81264(W)     ADJUSTED  
 KV6160* NAVD 88     -                                                        
 KV6160  ___________________________________________________________________
 KV6160  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 KV6160  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KV6160
 KV6160  HORZ ORDER  -  THIRD
 KV6160
 KV6160.The horizontal coordinates were established by classical geodetic methods
 KV6160.and adjusted by the National Geodetic Survey in June 2002..
 KV6160
 KV6160
 KV6160.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6160
 KV6160.The geoid height was determined by GEOID03.
 KV6160
 KV6160;                    North         East     Units Scale Factor Converg.
 KV6160;SPC PA S     -   102,523.406   797,578.468   MT  0.99996666   +1 30 23.4
 KV6160;SPC PA S     -   336,362.21  2,616,722.02   sFT  0.99996666   +1 30 23.4
 KV6160;UTM  18      - 4,453,737.936   463,590.322   MT  0.99961632   -0 16 35.2
 KV6160
 KV6160                          SUPERSEDED SURVEY CONTROL
 KV6160
 KV6160  NAD 83(1996)-  40 13 59.82484(N)    075 25 40.81228(W) AD(       ) 4
 KV6160  NAD 83(1991)-  40 13 59.82156(N)    075 25 40.81605(W) AD(       ) 4
 KV6160  NAD 83(1986)-  40 13 59.82119(N)    075 25 40.81574(W) AD(       ) 4
 KV6160
 KV6160.Superseded values are not recommended for survey control.
 KV6160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6160.See file dsdata.txt to determine how the superseded data were derived.
 KV6160
 KV6160_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6359053738(NAD 83)
 KV6160_MARKER: 54 = WATER TOWER
 KV6160
 KV6160  HISTORY     - Date     Condition        Report By
 KV6160  HISTORY     - 1985     FIRST OBSERVED   PADT
 KV6160
 KV6160                          STATION DESCRIPTION
 KV6160
 KV6160'DESCRIBED BY PA DEPT OF TRANSP 1985 (RBG)
 KV6160'THE STATION, GRATERFORD PRISON WATER TOWER, IS THE VENT PIPE AT TOP
 KV6160'CENTER OF A STEEL  WATER TOWER PAINTED SILVER AND APPROXIMATELY 200
 KV6160'FEET HIGH, INSIDE THE GRATERFORD STATE PRISON.
 KV6160'IS LOCATED ABOUT 5.0 KM (3.1 MI) NORTH OF COLLEGEVILLE,
 KV6160'2.0 KM (1.2 MI) WEST-NORTHWEST OF SKIPPACK, AND
 KV6160'2.0 KM (1.2 MI) EAST OF GRATERFORD, IN SKIPPACK TOWNSHIP,
 KV6160'MONTGOMERY COUNTY.
 KV6160'OWNERSHIP--GRATERFORD PRISON, BOX 244 GRATERFORD PA. 19246
 KV6160'
 KV6160'TO REACH THE STATION FROM THE POST OFFICE IN SCHWENKSVILLE, GO
 KV6160'EAST FOR 0.08 KM (0.05 MI) ON CENTENNIAL STREET TO STATE HIGHWAY 29
 KV6160'(MAIN STREET),
 KV6160'TURN RIGHT AND GO SOUTH FOR 3.7 KM (2.3 MI) ON HIGHWAY 29 TO BRIDGE
 KV6160'STREET,
 KV6160'TURN LEFT AND GO EAST FOR 1.8 KM (1.1 MI) ON BRIDGE STREET TO THE
 KV6160'GRATERFORD STATE PRISON AND THE STATION.
 KV6160'
 KV6160'THE LANDMARK IS THE VENT PIPE AT TOP CENTER OF THE WATER TANK.
 KV6160'2.0 KM (1.2 MI) EAST FROM THE TOWN OF GRATERFORD.
 KV6160'
 KV6160'DESCRIBED BY R.B. GROSSER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1850 ***********************************************************************
 LZ1850  DESIGNATION -  GRAVES
 LZ1850  PID         -  LZ1850
 LZ1850  STATE/COUNTY-  PA/WYOMING
 LZ1850  USGS QUAD   -  JENNINGSVILLE (1969)
 LZ1850
 LZ1850                         *CURRENT SURVEY CONTROL
 LZ1850  ___________________________________________________________________
 LZ1850* NAD 83(1992)-  41 36 53.45730(N)    076 09 39.83215(W)     ADJUSTED  
 LZ1850* NAVD 88     -       392.4    (meters)    1287.     (feet)  VERTCON   
 LZ1850  ___________________________________________________________________
 LZ1850  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 LZ1850  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 LZ1850
 LZ1850  HORZ ORDER  -  SECOND
 LZ1850
 LZ1850.The horizontal coordinates were established by classical geodetic methods
 LZ1850.and adjusted by the National Geodetic Survey in June 2002..
 LZ1850
 LZ1850.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1850
 LZ1850.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1850
 LZ1850.The geoid height was determined by GEOID03.
 LZ1850
 LZ1850;                    North         East     Units Scale Factor Converg.
 LZ1850;SPC PA N     -   162,042.075   732,423.005   MT  0.99996276   +1 03 04.1
 LZ1850;SPC PA N     -   531,633.04  2,402,957.81   sFT  0.99996276   +1 03 04.1
 LZ1850;UTM  18      - 4,607,665.794   403,264.951   MT  0.99971515   -0 46 16.1
 LZ1850
 LZ1850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1850!SPC PA N     -   0.99994347  x   0.99996276  =   0.99990623
 LZ1850!UTM  18      -   0.99994347  x   0.99971515  =   0.99965863
 LZ1850
 LZ1850|---------------------------------------------------------------------|
 LZ1850| PID    Reference Object                     Distance      Geod. Az  |
 LZ1850|                                                           dddmmss.s |
 LZ1850| CB3474 GRAVES RM 1                          11.365 METERS 06851     |
 LZ1850| CB3473 GRAVES AZ MK                                       1105456.0 |
 LZ1850| LZ1846 MEHOOPANY ATT MICROWAVE MAST        APPROX.13.8 KM 1463556.5 |
 LZ1850| CB3475 GRAVES RM 2                          23.877 METERS 32204     |
 LZ1850|---------------------------------------------------------------------|
 LZ1850
 LZ1850                          SUPERSEDED SURVEY CONTROL
 LZ1850
 LZ1850  NAD 83(1996)-  41 36 53.45698(N)    076 09 39.83195(W) AD(       ) 2
 LZ1850  NAD 83(1986)-  41 36 53.45721(N)    076 09 39.83164(W) AD(       ) 2
 LZ1850  NAD 27      -  41 36 53.18542(N)    076 09 41.08557(W) AD(       ) 2
 LZ1850  NGVD 29 (07/19/86)  392.6    (m)         1288.     (f) VERT ANG       
 LZ1850
 LZ1850.Superseded values are not recommended for survey control.
 LZ1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1850.See file dsdata.txt to determine how the superseded data were derived.
 LZ1850
 LZ1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM0326507666(NAD 83)
 LZ1850_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1850
 LZ1850  HISTORY     - Date     Condition        Report By
 LZ1850  HISTORY     - 1968     MONUMENTED       CGS
 LZ1850
 LZ1850                          STATION DESCRIPTION
 LZ1850
 LZ1850'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (WMJ)
 LZ1850'THE STATION IS LOCATED ABOUT 5.5 MILES WEST OF MESHOPPEN, 2.5 MILES
 LZ1850'SOUTH-SOUTHEAST OF LACEYVILLE AND 1 MILE SOUTHWEST OF THE
 LZ1850'SUSQUEHANNA RIVER.  IT IS ON A HIGH HILL ON PROPERTY OWNED BY MR.
 LZ1850'J.W. UNDERWOOD.
 LZ1850'
 LZ1850'TO REACH THE STATION FROM THE SOUTH END OF THE SUSQUEHANNA RIVER
 LZ1850'BRIDGE, IN LACEYVILLE, GO SOUTH AND SOUTHEAST ON THE PAVED ROAD
 LZ1850'FOR 3.2 MILES TO A SIDE ROAD ON THE RIGHT, JUST BEFORE REACHING A
 LZ1850'CONCRETE BRIDGE, TURN RIGHT AND GO WEST ON THE PAVED ROAD FOR 1.35
 LZ1850'MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE WEST ON THE PAVED
 LZ1850'ROAD FOR 0.25 MILE TO MR.  UNDERWOODS HOUSE AND THE STATION ON
 LZ1850'THE LEFT, ON THE HILL JUST WEST OF THE HOUSE.
 LZ1850'
 LZ1850'THE STATION MARK IS 270 FEET WEST-SOUTHWEST OF THE APPROXIMATE CENTER
 LZ1850'OF THE PAVED ROAD, 53 FEET WEST-SOUTHWEST OF POWERLINE POLE,
 LZ1850'WITH TRANSFORMER, NO. 1530151 AND 4 FEET NORTH-NORTHWEST OF A METAL
 LZ1850'WITNESS POST.  THE MARK IS A STANDARD DISK SET IN THE TOP OF
 LZ1850'A SQUARE CONCRETE POST PROJECTING 5 INCHES AND IS STAMPED GRAVES
 LZ1850'1968.
 LZ1850'
 LZ1850'REFERENCE MARK NO. 1 IS 37.5 FEET EAST-NORTHEAST OF THE METAL WITNESS
 LZ1850'POST AND 23 FEET SOUTH-SOUTHWEST OF THE POWERLINE POLE.  THE MARK IS
 LZ1850'A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH
 LZ1850'WITH THE GROUND AND IS STAMPED GRAVES NO 1 1968.
 LZ1850'
 LZ1850'REFERENCE MARK NO. 2 IS 91 FEET WEST-NORTHWEST OF THE POWERLINE POLE,
 LZ1850'82.5 FEET NORTH-NORTHWEST OF THE METAL WITNESS POST AND 52 FEET
 LZ1850'EAST-SOUTHEAST OF A ROCK FENCE.  THE MARK IS A STANDARD DISK CEMENTED
 LZ1850'IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND AND
 LZ1850'IS STAMPED GRAVES NO 2 1968.
 LZ1850'
 LZ1850'THE AZIMUTH MARK IS 40 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 LZ1850'PAVED ROAD, 26 FEET NORTH OF A WIRE FENCE AND 23.4 FEET
 LZ1850'NORTH-NORTHEAST OF A METAL WITNESS POST.  THE MARK IS A STANDARD DISK
 LZ1850'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS STAMPED
 LZ1850'GRAVES 1968.
 LZ1850'
 LZ1850'HEIGHT OF LIGHT ABOVE STATION MARK 18.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU4505 ***********************************************************************
 JU4505  DESIGNATION -  GRAYS
 JU4505  PID         -  JU4505
 JU4505  STATE/COUNTY-  PA/PHILADELPHIA
 JU4505  USGS QUAD   -  PHILADELPHIA (1994)
 JU4505
 JU4505                         *CURRENT SURVEY CONTROL
 JU4505  ___________________________________________________________________
 JU4505* NAD 83(1996)-  39 56 21.35350(N)    075 11 34.49126(W)     ADJUSTED  
 JU4505* NAVD 88     -         9.3    (meters)      31.     (feet)  GPS OBS   
 JU4505  ___________________________________________________________________
 JU4505  X           -   1,251,508.870 (meters)                     COMP
 JU4505  Y           -  -4,734,400.144 (meters)                     COMP
 JU4505  Z           -   4,072,802.130 (meters)                     COMP
 JU4505  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 JU4505  ELLIP HEIGHT-         -23.67  (meters)          (08/10/01) GPS OBS
 JU4505  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JU4505
 JU4505  HORZ ORDER  -  FIRST
 JU4505  ELLP ORDER  -  FOURTH    CLASS II
 JU4505
 JU4505.The horizontal coordinates were established by GPS observations
 JU4505.and adjusted by the National Geodetic Survey in May 1999..
 JU4505
 JU4505.The orthometric height was determined by GPS observations and a
 JU4505.high-resolution geoid model.
 JU4505
 JU4505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4505
 JU4505.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4505
 JU4505.The ellipsoidal height was determined by GPS observations
 JU4505.and is referenced to NAD 83.
 JU4505
 JU4505.The geoid height was determined by GEOID03.
 JU4505
 JU4505;                    North         East     Units Scale Factor Converg.
 JU4505;SPC PA S     -    70,443.394   818,522.012   MT  0.99999908   +1 39 32.5
 JU4505;SPC PA S     -   231,113.04  2,685,434.30   sFT  0.99999908   +1 39 32.5
 JU4505;SPC NJ       -   123,001.296    90,782.656   MT  0.99994316   -0 26 41.4
 JU4505;SPC NJ       -   403,546.75    297,842.76   sFT  0.99994316   -0 26 41.4
 JU4505;UTM  18      - 4,421,034.061   483,518.313   MT  0.99960334   -0 07 25.8
 JU4505
 JU4505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4505!SPC PA S     -   1.00000371  x   0.99999908  =   1.00000279
 JU4505!SPC NJ       -   1.00000371  x   0.99994316  =   0.99994687
 JU4505!UTM  18      -   1.00000371  x   0.99960334  =   0.99960705
 JU4505
 JU4505                          SUPERSEDED SURVEY CONTROL
 JU4505
 JU4505  NAD 83(1992)-  39 56 21.35294(N)    075 11 34.49142(W) AD(       ) 1
 JU4505  ELLIP H (06/28/94)  -23.72   (m)                       GP(       ) 4 1
 JU4505
 JU4505.Superseded values are not recommended for survey control.
 JU4505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4505.See file dsdata.txt to determine how the superseded data were derived.
 JU4505
 JU4505_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8351821034(NAD 83)
 JU4505_MARKER: DD = SURVEY DISK
 JU4505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4505_SP_SET: CONCRETE POST
 JU4505_STAMPING: GRAYS 1993
 JU4505_MARK LOGO: PA6540
 JU4505_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JU4505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4505+STABILITY: SURFACE MOTION
 JU4505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4505+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2004
 JU4505
 JU4505  HISTORY     - Date     Condition        Report By
 JU4505  HISTORY     - 1993     MONUMENTED       PA6540
 JU4505  HISTORY     - 20040310 GOOD             DEWDAV
 JU4505  HISTORY     - 20041023 GOOD             INDIV
 JU4505
 JU4505                          STATION DESCRIPTION
 JU4505
 JU4505'DESCRIBED BY CITY OF PHILADELPHIA PENNSYLVANIA 1993
 JU4505'THE STATION IS LOCATED IN THE 26TH WARD IN THE SOUTH SECTION OF
 JU4505'THECITY OF PHILADELPHIA, IN A GRASS PLOT 11.0 FT (3.4 M) NORTH OF THE
 JU4505'NORTH CURB LINE OF GRAYS FERRY AVENUE AND IS 83 FT (25.3 M) EAST OF
 JU4505'THE EAST CURB LINE OF THE MAIN ENTRANCE OF THE GRAYS FERRY SHOPPING
 JU4505'CENTER WHICH IS AN EXTENSION OF 30TH STREET. THE MARK IS 0.3 FT
 JU4505'(0.1 M) BELOW THE SURFACE. THE MARK IS A CITY OF PHILADELPHIA
 JU4505'HORIZONTAL CONTROL NETWORK BRASS DISC STAMPED GRAYS 1993.
 JU4505'TO REACH THE STATION FROM CITY HALL IN CENTER CITY, PROCEED SOUTH ON
 JU4505'BROAD STREET TO WASHINGTON AVENUE (1100 SOUTH). TURN RIGHT ONTO
 JU4505'WASHINGTON AVENUE AND GO 1.0 MI (1.6 KM) TO GRAYS FERRY AVENUE. TURN
 JU4505'LEFT ONTO GRAYS FERRY AVENUEAND GO 0.04 MI (0.06 KM) TO 30TH STREET
 JU4505'(SHOPPING CENTER ENTRANCE).
 JU4505
 JU4505                          STATION RECOVERY (2004)
 JU4505
 JU4505'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (CSW)
 JU4505'RECOVERED IN GOOD CONDITION.
 JU4505
 JU4505                          STATION RECOVERY (2004)
 JU4505
 JU4505'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 JU4505'THE MARK IS IN PLAIN SIGHT, RECESSED INTO THE CONCRETE SQUARE THAT IS
 JU4505'NOW SURROUNDED BY BRICKS INSTEAD OF GRASS. CITY HALL STATUE JU3107
 JU4505'LOOKS LIKE A CONVENIENT AZIMUTH MARK, VISIBLE FROM EYE LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2780 ***********************************************************************
 LY2780  DESIGNATION -  GREAT BEND
 LY2780  PID         -  LY2780
 LY2780  STATE/COUNTY-  PA/SUSQUEHANNA
 LY2780  USGS QUAD   -  GREAT BEND (1992)
 LY2780
 LY2780                         *CURRENT SURVEY CONTROL
 LY2780  ___________________________________________________________________
 LY2780* NAD 83(1992)-  41 58 40.55674(N)    075 44 45.98943(W)     ADJUSTED  
 LY2780* NAVD 88     -       278.0    (meters)     912.     (feet)  VERTCON   
 LY2780  ___________________________________________________________________
 LY2780  LAPLACE CORR-           6.72  (seconds)                    DEFLEC99
 LY2780  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 LY2780
 LY2780  HORZ ORDER  -  SECOND
 LY2780
 LY2780.The horizontal coordinates were established by classical geodetic methods
 LY2780.and adjusted by the National Geodetic Survey in June 2002..
 LY2780
 LY2780.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2780
 LY2780.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2780
 LY2780.The geoid height was determined by GEOID03.
 LY2780
 LY2780;                    North         East     Units Scale Factor Converg.
 LY2780;SPC PA N     -   203,075.181   766,067.269   MT  1.00000465   +1 19 32.4
 LY2780;SPC PA N     -   666,255.82  2,513,339.03   sFT  1.00000465   +1 19 32.4
 LY2780;UTM  18      - 4,647,595.285   438,187.564   MT  0.99964701   -0 29 56.6
 LY2780
 LY2780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2780!SPC PA N     -   0.99996135  x   1.00000465  =   0.99996600
 LY2780!UTM  18      -   0.99996135  x   0.99964701  =   0.99960837
 LY2780
 LY2780|---------------------------------------------------------------------|
 LY2780| PID    Reference Object                     Distance      Geod. Az  |
 LY2780|                                                           dddmmss.s |
 LY2780| CB3477 GREAT BEND RM 1                      28.318 METERS 14941     |
 LY2780| CB3478 GREAT BEND RM 2                      18.180 METERS 26108     |
 LY2780| CB3476 GREAT BEND AZ MK                                   3315117.0 |
 LY2780|---------------------------------------------------------------------|
 LY2780
 LY2780                          SUPERSEDED SURVEY CONTROL
 LY2780
 LY2780  NAD 83(1996)-  41 58 40.55668(N)    075 44 45.98940(W) AD(       ) 2
 LY2780  NAD 83(1986)-  41 58 40.56166(N)    075 44 45.99173(W) AD(       ) 2
 LY2780  NAD 27      -  41 58 40.28140(N)    075 44 47.32150(W) AD(       ) 2
 LY2780  NGVD 29 (07/19/86)  278.2    (m)          913.     (f) VERT ANG       
 LY2780
 LY2780.Superseded values are not recommended for survey control.
 LY2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2780.See file dsdata.txt to determine how the superseded data were derived.
 LY2780
 LY2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM3818847595(NAD 83)
 LY2780_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2780_STAMPING: GREAT BEND 1959
 LY2780_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LY2780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2780+STABILITY: SURFACE MOTION
 LY2780
 LY2780  HISTORY     - Date     Condition        Report By
 LY2780  HISTORY     - 1959     MONUMENTED       CGS
 LY2780  HISTORY     - 19940101 GOOD             PADT
 LY2780
 LY2780                          STATION DESCRIPTION
 LY2780
 LY2780'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY2780'THE STATION IS LOCATED ON A LOW HILL IN THE NORTH CITY LIMITS OF
 LY2780'GREAT BEND, PENNSYLVANIA, ABOUT 1.25 MILES SOUTH OF THE
 LY2780'PENNSYLVANIA-NEW YORK STATE LINE AND ON PROPERTY OWNED BY MISS
 LY2780'MARGARET DODSON.
 LY2780'
 LY2780'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 LY2780'HIGHWAY 70 AT THE NORTH END OF THE RIVER BRIDGE AND SOUTH CITY
 LY2780'LIMITS OF GREAT BEND, GO NORTH ON U.S. HIGHWAY 11 AND MAIN STREET OF
 LY2780'GREAT BEND FOR 0.46 MILE TO THE JUNCTION OF COUNTY ROUTE 57067 ON THE
 LY2780'RIGHT, EAST, SIDE OF THE HIGHWAY.* CONTINUE NORTH ON U.S. HIGHWAY 11
 LY2780'FOR 0.36 MILE TO THE JUNCTION OF COUNTY ROUTE 57099 ON THE RIGHT,
 LY2780'EAST, SIDE OF THE HIGHWAY.  TURN RIGHT AND GO EAST ON COUNTY ROUTE
 LY2780'57099 FOR 0.04 MILE TO A HOUSE AND DRIVEWAY ON THE RIGHT, SOUTH,
 LY2780'SIDE OF THE ROAD.  TURN RIGHT AND GO SOUTH ON THE DRIVEWAY FOR
 LY2780'ABOUT 40 YARDS TO THE SOUTHEAST CORNER OF THE HOUSE AND THE AZIMUTH
 LY2780'MARK ON THE RIGHT, WEST, SIDE OF THE DRIVEWAY AS DESCRIBED.  *TURN
 LY2780'RIGHT AND GO EAST ON COUNTY ROUTE 57067 FOR 0.13 MILE TO THE
 LY2780'CHRISTIAN AND MISSONARY ALLIANCE CHURCH ON THE RIGHT, SOUTH, SIDE
 LY2780'OF THE ROAD, A DRIVEWAY, A LARGE HOUSE ON THE HILL AND LARGE PINE
 LY2780'TREES IN THE YARD ON THE LEFT, NORTH, SIDE OF THE ROAD.  TURN
 LY2780'LEFT AND GO NORTH ON THE DRIVEWAY UPHILL FOR 0.04 MILE TO THE EAST
 LY2780'SIDE OF THE HOUSE, TWO LARGE PINE TREES AND STATION ON THE
 LY2780'RIGHT, EAST, SIDE OF THE DRIVEWAY.
 LY2780'
 LY2780'THE STATION MARK, A STANDARD DISK STAMPED GREAT BEND 1959, IS SET IN
 LY2780'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 LY2780'SURFACE OF THE GROUND.  IT IS 73 FEET EAST OF THE NORTHEAST CORNER OF
 LY2780'A LARGE HOUSE, 36 FEET NORTHEAST OF THE CENTER OF A DRIVEWAY, 33
 LY2780'FEET NORTH OF A 12-INCH PINE TREE AND 25 FEET SOUTHEAST OF A 14-INCH
 LY2780'PINE TREE.
 LY2780'
 LY2780'REFERENCE MARK 1, A STANDARD DISK STAMPED GREAT BEND NO 1 1959, IS
 LY2780'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 LY2780'2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 9 FEET EAST OF THE
 LY2780'CENTER OF THE DRIVEWAY, 5.6 FEET NORTH OF 10-INCH PINE TREE AND
 LY2780'IS ABOUT 24 INCHES LOWER THAN THE STATION.
 LY2780'
 LY2780'REFERENCE MARK 2, A STANDARD DISK STAMPED GREAT BEND NO 2 1959, IS
 LY2780'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 LY2780'SURFACE OF THE GROUND.  IT IS 44.3 FEET NORTH OF THE NORTHEAST CORNER
 LY2780'OF A LARGE HOUSE, 18 FEET NORTH OF THE CENTER OF A DRIVEWAY, 2.6
 LY2780'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN AND IS ABOUT 24
 LY2780'INCHES HIGHER THAN THE STATION.
 LY2780'
 LY2780'THE AZIMUTH MARK, A STANDARD DISK STAMPED GREAT BEND 1959, IS
 LY2780'CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE SIDE WALK WHICH
 LY2780'PROJECTS ABOUT 5 INCHES ON THE EAST SIDE ABOVE THE SURFACE OF THE
 LY2780'GROUND.  IT IS 8 FEET EAST OF THE SOUTHEAST CORNER OF A HOUSE, 7.8
 LY2780'FEET WEST OF THE CENTER OF A DRIVEWAY, 3 FEET NORTH OF THE SOUTH EDGE
 LY2780'OF THE SIDE WALK, 6 INCHES WEST OF THE EAST EDGE OF THE WALK AND IS
 LY2780'ON PROPERTY OWNED BY MRS. GLEASON.
 LY2780'
 LY2780'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LY2780
 LY2780                          STATION RECOVERY (1994)
 LY2780
 LY2780'RECOVERY NOTE BY PA DEPT OF TRANSP 1994
 LY2780'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1496 ***********************************************************************
 KV1496  DESIGNATION -  GREAT POINT C OF A
 KV1496  PID         -  KV1496
 KV1496  STATE/COUNTY-  PA/LEHIGH
 KV1496  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV1496
 KV1496                         *CURRENT SURVEY CONTROL
 KV1496  ___________________________________________________________________
 KV1496* NAD 83(1986)-  40 35 00.     (N)    075 28 29.     (W)     SCALED    
 KV1496* NAVD 88     -       113.81   (+/-2cm)     373.4    (feet)  VERTCON   
 KV1496  ___________________________________________________________________
 KV1496  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 KV1496
 KV1496  VERT ORDER  -  ? (See Below)
 KV1496
 KV1496.The horizontal coordinates were scaled from a topographic map and have
 KV1496.an estimated accuracy of +/- 6 seconds.
 KV1496
 KV1496.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV1496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV1496.The vertical order pertains to the NGVD 29 superseded value.
 KV1496
 KV1496.The geoid height was determined by GEOID03.
 KV1496
 KV1496;                    North         East    Units  Estimated Accuracy
 KV1496;SPC PA S     -   141,280.      792,600.      MT  (+/- 180 meters Scaled)
 KV1496
 KV1496                          SUPERSEDED SURVEY CONTROL
 KV1496
 KV1496  NGVD 29 (??/??/??)  114.024  (m)          374.09   (f) ADJUSTED    ?  
 KV1496
 KV1496.Superseded values are not recommended for survey control.
 KV1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1496.See file dsdata.txt to determine how the superseded data were derived.
 KV1496
 KV1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK598926(NAD 83)
 KV1496_MARKER: DS = TRIANGULATION STATION DISK
 KV1496_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1496_SP_SET: CONC ON PIPE
 KV1496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1496
 KV1496  HISTORY     - Date     Condition        Report By
 KV1496  HISTORY     - 1932     MONUMENTED       PA0110
 KV1496  HISTORY     - 1932     GOOD             CGS
 KV1496  HISTORY     - 20020128 GOOD             USPSQD
 KV1496
 KV1496                          STATION DESCRIPTION
 KV1496
 KV1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1496'AT ALLENTOWN.
 KV1496'AT ALLENTOWN, LEHIGH COUNTY, AT GREAT POINT PARK, 0.3 MILE
 KV1496'NORTHWEST OF THE MACK TRUCK CO. PLANT, 400 YARDS EAST OF LEHIGH
 KV1496'STREET, 80 YARDS SOUTHWEST OF A LARGE BRICK DWELLING, ON THE
 KV1496'PROLONGATION OF THE CENTERLINE OF AN EAST-AND-WEST STREET FROM
 KV1496'LEHIGH STREET, AND ABOUT 18 INCHES UNDER GROUND.  A BRONZE DISK
 KV1496'SET IN CONCRETE IN THE TOP OF A 10-INCH TERRA-COTTA PIPE.
 KV1496
 KV1496                          STATION RECOVERY (2002)
 KV1496
 KV1496'RECOVERY NOTE BY US POWER SQUADRON 2002 (NCS)
 KV1496'GREAT POINT PARK NOW CALLED KECK TRIANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3312 ***********************************************************************
 JV3312  DESIGNATION -  GREEN
 JV3312  PID         -  JV3312
 JV3312  STATE/COUNTY-  PA/FRANKLIN
 JV3312  USGS QUAD   -  GREENCASTLE (1990)
 JV3312
 JV3312                         *CURRENT SURVEY CONTROL
 JV3312  ___________________________________________________________________
 JV3312* NAD 83(1992)-  39 47 31.12460(N)    077 42 31.60456(W)     ADJUSTED  
 JV3312* NAVD 88     -       210.518  (meters)     690.67   (feet)  ADJUSTED  
 JV3312  ___________________________________________________________________
 JV3312  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 JV3312  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 JV3312  DYNAMIC HT  -         210.396 (meters)     690.27  (feet)  COMP
 JV3312  MODELED GRAV-     980,044.1   (mgal)                       NAVD 88
 JV3312
 JV3312  HORZ ORDER  -  SECOND
 JV3312  VERT ORDER  -  FIRST     CLASS II
 JV3312
 JV3312.The horizontal coordinates were established by classical geodetic methods
 JV3312.and adjusted by the National Geodetic Survey in June 2002..
 JV3312
 JV3312.The orthometric height was determined by differential leveling
 JV3312.and adjusted by the National Geodetic Survey in June 1991..
 JV3312.WARNING-Repeat measurements at this control monument indicate possible
 JV3312.vertical movement.
 JV3312
 JV3312.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV3312
 JV3312.The geoid height was determined by GEOID03.
 JV3312
 JV3312.The dynamic height is computed by dividing the NAVD 88
 JV3312.geopotential number by the normal gravity value computed on the
 JV3312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3312.degrees latitude (g = 980.6199 gals.).
 JV3312
 JV3312.The modeled gravity was interpolated from observed gravity values.
 JV3312
 JV3312;                    North         East     Units Scale Factor Converg.
 JV3312;SPC PA S     -    50,926.672   603,530.763   MT  1.00002511   +0 01 36.3
 JV3312;SPC PA S     -   167,081.92  1,980,083.84   sFT  1.00002511   +0 01 36.3
 JV3312;UTM  18      - 4,408,179.684   268,063.535   MT  1.00026233   -1 44 03.8
 JV3312
 JV3312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV3312!SPC PA S     -   0.99997235  x   1.00002511  =   0.99999746
 JV3312!UTM  18      -   0.99997235  x   1.00026233  =   1.00023468
 JV3312
 JV3312|---------------------------------------------------------------------|
 JV3312| PID    Reference Object                     Distance      Geod. Az  |
 JV3312|                                                           dddmmss.s |
 JV3312| JV3311 GREEN RM 1                           12.680 METERS 02121     |
 JV3312| JV3313 GREEN RM 2                            7.809 METERS 23423     |
 JV3312| JV4673 GREENCASTLE EVAN LUTH CH SPIRE      APPROX. 1.4 KM 2671346.5 |
 JV3312|---------------------------------------------------------------------|
 JV3312
 JV3312                          SUPERSEDED SURVEY CONTROL
 JV3312
 JV3312  NAD 83(1995)-  39 47 31.12411(N)    077 42 31.60448(W) AD(       ) 2
 JV3312  NAD 83(1991)-  39 47 31.12618(N)    077 42 31.60750(W) AD(       ) 2
 JV3312  NAD 83(1986)-  39 47 31.12502(N)    077 42 31.61648(W) AD(       ) 2
 JV3312  NAD 27      -  39 47 30.78790(N)    077 42 32.64390(W) AD(       ) 2
 JV3312  NGVD 29 (??/??/??)  210.702  (m)          691.28   (f) ADJUSTED    1 2
 JV3312
 JV3312.Superseded values are not recommended for survey control.
 JV3312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3312.See file dsdata.txt to determine how the superseded data were derived.
 JV3312
 JV3312_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK6806408180(NAD 83)
 JV3312_MARKER: DS = TRIANGULATION STATION DISK
 JV3312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3312_STAMPING: GREEN 1960
 JV3312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3312+STABILITY: SURFACE MOTION
 JV3312_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JV3312+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 JV3312
 JV3312  HISTORY     - Date     Condition        Report By
 JV3312  HISTORY     - 1960     MONUMENTED       CGS
 JV3312  HISTORY     - 1960     GOOD             CGS
 JV3312  HISTORY     - 1965     GOOD             USN
 JV3312  HISTORY     - 1979     GOOD             NGS
 JV3312  HISTORY     - 1980     GOOD             PADT
 JV3312  HISTORY     - 20050823 GOOD             GEOCAC
 JV3312
 JV3312                          STATION DESCRIPTION
 JV3312
 JV3312'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 JV3312'THE STATION IS LOCATED ABOUT 10.0 MILES SOUTH OF CHAMBERSBURG, ABOUT
 JV3312'3.0 MILES NORTH-NORTHWEST OF SHADYGROVE, 1.0 MILE NORTHEAST OF
 JV3312'GREENCASTLE, ALONG THE WEST SIDE OF THE ANTRIMCH ROAD AND IS ON STATE
 JV3312'ROAD RIGHT-OF-WAY, PROPERTY.
 JV3312'
 JV3312'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 JV3312'HIGHWAY 16 IN THE WEST SECTION OF GREENCASTLE, GO EAST ON STATE
 JV3312'HIGHWAY 16 FOR 0.96 MILE TO A SIDE ROAD, THE ANTRIMCK ROAD, ON THE
 JV3312'LEFT, NORTH, SIDE OF THE HIGHWAY.  TURN LEFT AND GO
 JV3312'NORTH-NORTHEAST ON THE ANTRIMCK ROAD, A BLACKTOP ROAD, FOR 0.45 MILE
 JV3312'TO THE TOP OF A LOW RIDGE, A STANDARD METAL WITNESS POST AND
 JV3312'MARKER AND THE STATION AS DESCRIBED ON THE LEFT, WEST, SIDE OF THE
 JV3312'ROAD.
 JV3312'
 JV3312'THE STATION MARK, A STANDARD USC AND GS BRONZE DISK STAMPED GREEN
 JV3312'1960, IS SET IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT WHICH
 JV3312'PROJECTS ABOUT 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 47.0
 JV3312'FEET NORTHWEST OF TELEPHONE POLE NO.  9, 18.0 FEET WEST OF THE
 JV3312'CENTER OF THE ANTRIMCK ROAD, 10.9 FEET NORTHEAST OF A TWIN-FORKED
 JV3312'19-INCH OAK TREE, 4.5 FEET WEST OF A STANDARD METAL WITNESS POST
 JV3312'AND MARKER AND 2.8 FEET WEST OF A NORTHEAST AND SOUTHWEST FENCE LINE.
 JV3312'
 JV3312'REFERENCE MARK 1, A STANDARD USC AND GS BRONZE DISK STAMPED GREEN NO
 JV3312'1 1960, IS CEMENTED IN A DRILL HOLE IN TOP OF A 6 X 12 INCH
 JV3312'BOULDER WHICH PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF THE
 JV3312'GROUND.  IT IS 52.0 FEET NORTH-NORTHWEST OF A TWIN-FORKED 19-INCH OAK
 JV3312'TREE, 42 FEET NORTH OF A STANDARD METAL WITNESS POST AND MARKER, 36.0
 JV3312'FEET WEST OF THE CENTER OF THE ANTRIMCK ROAD, 18.6 FEET WEST OF A
 JV3312'NORTHEAST AND SOUTHWEST FENCE LINE AND IS ABOUT THE SAME ELEVATION AS
 JV3312'THE STATION.
 JV3312'
 JV3312'REFERENCE MARK 2, A STANDARD USC AND GS BRONZE DISK STAMPED GREEN NO
 JV3312'2 1960, IS SET IN THE TOP OF A 8-INCH CONCRETE MONUMENT WHICH IS
 JV3312'ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 27.5 FEET
 JV3312'SOUTH-SOUTHWEST OF A STANDARD METAL WITNESS POST AND MARKER, 23.0
 JV3312'FEET NORTHWEST OF THE CENTER OF THE ANTRIMCK ROAD, 15.0 FEET
 JV3312'SOUTH-SOUTHWEST OF A TWIN- FORKED 19-INCH OAK TREE, 10.0 FEET WEST
 JV3312'OF A NORTHEAST AND SOUTHWEST FENCE LINE AND IS ABOUT 14 INCHES LOWER
 JV3312'THAN THE STATION.
 JV3312'
 JV3312'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  TRIANGULATION
 JV3312'STATION ANTRIM OR THE GREENCASTLE, EVANGELICAL LUTHERAN CHURCH
 JV3312'MAY BE USED AS AN AZIMUTH MARK.
 JV3312'
 JV3312'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JV3312
 JV3312                          STATION RECOVERY (1960)
 JV3312
 JV3312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JV3312'1.4 MI NE FROM GREENCASTLE.
 JV3312'ABOUT 0.96 MILE EAST ALONG STATE HY. 16 FROM THE JUNCTION OF
 JV3312'STATE HY. 16 AND U.S. 11 TO SIDE ROAD NORTH-NORTH EAST (ANTRIMCK
 JV3312'RD.) CONTINUE ON ANTRIMCK RD. FOR 0.45 MILE TO TOP OF LOW RIDGE,
 JV3312'STANDARD TRIANGULATION STATION DISK SET IN TOP OF (SQUARE)
 JV3312'CONCRETE POST PROJECTING ABOUT 1 INCH, 25 FEET SOUTH WEST OF
 JV3312'RM 2, 41 FEET NORTH-NORTH EAST OF RM 1, 47 FEET NORTH WEST OF
 JV3312'TELEPHONE POLE NO. 9, 18 FEET WEST OF THE CENTERLINE OF ANTRIMCK
 JV3312'RD., ABOUT 4 1/2 FEET WEST OF STANDARD METAL WITNESS POST.
 JV3312
 JV3312                          STATION RECOVERY (1965)
 JV3312
 JV3312'RECOVERY NOTE BY US NAVY 1965
 JV3312'STATION WAS RECOVERED.
 JV3312'
 JV3312'TO REACH COULD INDICATE ANTRIMCK ROAD AS THE FIRST LEFT TURN AFTER
 JV3312'CROSSING INTERSTATE 81 ON PENNA. 16 GOING EAST FROM GREENCASTLE.
 JV3312
 JV3312                          STATION RECOVERY (1979)
 JV3312
 JV3312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV3312'RECOVERED IN GOOD CONDITION.
 JV3312
 JV3312                          STATION RECOVERY (1980)
 JV3312
 JV3312'RECOVERY NOTE BY PA DEPT OF TRANSP 1980 (JE)
 JV3312'RMS NOT SEARCHED FOR.
 JV3312'
 JV3312'DISTANCE AND DIRECTION FROM NEAREST TOWN--GREENCASTLE - 1.0 MILE
 JV3312'NORTHEAST OF.
 JV3312
 JV3312                          STATION RECOVERY (2005)
 JV3312
 JV3312'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 JV3312'FOUND GENERALLY AS DESCRIBED EXCEPT MARK IS ALONG ANTRIM CHURCH ROAD.
 JV3312' 
 JV3312' 
 JV3312'FROM THE I-81 INTERCHANGE TRAVEL ABOUT 0.1 MILES EAST ON STATE HIGHWAY
 JV3312'16 (BUCHANAN TRAIL EAST), AND TURN LEFT (NORTH) ONTO ANTRIM CHURCH
 JV3312'ROAD. THERE IS A TEXACO STATION AT THE CORNER.
 JV3312' 
 JV3312'TRAVEL GENERALLY NORTH ON ANTRIM CHURCH ROAD ABOUT 0.5 MILES TO THE
 JV3312'COMMUNICATIONS TOWER (FCC REGISTRATION 1025566) ON THE RIGHT. THE
 JV3312'STATION IS LOCATED ACROSS THE STREET (WEST), BEHIND A METAL WITNESS
 JV3312'POST, WHICH IS AT THE EDGE OF THE PAVEMENT.
 JV3312' 
 JV3312'DID NOT SEARCH FOR REFERENCE MARKS (JV3311 AND JV3313).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4203 ***********************************************************************
 JV4203  DESIGNATION -  GREEN
 JV4203  PID         -  JV4203
 JV4203  STATE/COUNTY-  PA/ADAMS
 JV4203  USGS QUAD   -  IRON SPRINGS (1990)
 JV4203
 JV4203                         *CURRENT SURVEY CONTROL
 JV4203  ___________________________________________________________________
 JV4203* NAD 83(1992)-  39 52 12.19150(N)    077 24 48.26725(W)     ADJUSTED  
 JV4203* NAVD 88     -       604.     (meters)    1982.     (feet)  SCALED    
 JV4203  ___________________________________________________________________
 JV4203  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 JV4203  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JV4203
 JV4203  HORZ ORDER  -  SECOND
 JV4203
 JV4203.The horizontal coordinates were established by classical geodetic methods
 JV4203.and adjusted by the National Geodetic Survey in June 2002..
 JV4203
 JV4203.The orthometric height was scaled from a topographic map.
 JV4203
 JV4203.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4203
 JV4203.The geoid height was determined by GEOID03.
 JV4203
 JV4203;                    North         East     Units Scale Factor Converg.
 JV4203;SPC PA S     -    59,649.561   628,797.569   MT  1.00001050   +0 13 06.2
 JV4203;SPC PA S     -   195,700.27  2,062,980.02   sFT  1.00001050   +0 13 06.2
 JV4203;UTM  18      - 4,416,122.205   293,591.283   MT  1.00012453   -1 32 51.6
 JV4203
 JV4203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4203!SPC PA S     -   0.99991060  x   1.00001050  =   0.99992110
 JV4203!UTM  18      -   0.99991060  x   1.00012453  =   1.00003512
 JV4203
 JV4203:                Primary Azimuth Mark                     Grid Az
 JV4203:SPC PA S     -  BIG FLAT LOOKOUT TOWER                   001 45 02.9
 JV4203:UTM  18      -  BIG FLAT LOOKOUT TOWER                   003 31 00.7
 JV4203
 JV4203|---------------------------------------------------------------------|
 JV4203| PID    Reference Object                     Distance      Geod. Az  |
 JV4203|                                                           dddmmss.s |
 JV4203| KW2851 BIG FLAT LOOKOUT TOWER              APPROX.14.6 KM 0015809.1 |
 JV4203| CJ9897 GREEN RM 1                           10.692 METERS 09929     |
 JV4203| CJ9898 GREEN RM 2                            9.320 METERS 18542     |
 JV4203| JV4200 SNOWY MTN                           APPROX. 8.1 KM 2403507.6 |
 JV4203| JV4201 SOUTH MTN SANITARIUM TOWER          APPROX. 7.3 KM 2484555.1 |
 JV4203|---------------------------------------------------------------------|
 JV4203
 JV4203                          SUPERSEDED SURVEY CONTROL
 JV4203
 JV4203  NAD 83(1995)-  39 52 12.18939(N)    077 24 48.26936(W) AD(       ) 2
 JV4203  NAD 83(1991)-  39 52 12.18933(N)    077 24 48.27116(W) AD(       ) 2
 JV4203  NAD 83(1986)-  39 52 12.18841(N)    077 24 48.27090(W) AD(       ) 2
 JV4203  NAD 27      -  39 52 11.85200(N)    077 24 49.32500(W) AD(       ) 2
 JV4203
 JV4203.Superseded values are not recommended for survey control.
 JV4203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4203.See file dsdata.txt to determine how the superseded data were derived.
 JV4203
 JV4203_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK9359116122(NAD 83)
 JV4203_MARKER: DD = SURVEY DISK
 JV4203_SETTING: 66 = SET IN ROCK OUTCROP
 JV4203
 JV4203  HISTORY     - Date     Condition        Report By
 JV4203  HISTORY     - 1942     MONUMENTED       USGS
 JV4203  HISTORY     - 1966     GOOD             NGS
 JV4203
 JV4203                          STATION DESCRIPTION
 JV4203
 JV4203'DESCRIBED BY US GEOLOGICAL SURVEY 1942 (PLB)
 JV4203'STATION IS ABOUT 11.0 MILES W BY N OF GETTYSBURG, AND 4.0 MILES SW OF
 JV4203'CASHTOWN, ON A ROCKY RIDGE OF THE SOUTH MOUNTAIN RANGE.  IT IS A
 JV4203'STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN THE TOP OF A
 JV4203'ROCK FORMATION, ON A LEVEL SPACE ABOUT 6 FEET IN DIAMETER AND 30
 JV4203'FEET N OF A LARGE ROCK LEDGE ABOUT 15 FEET HIGH.
 JV4203'
 JV4203'NO UNDERGROUND, AZIMUTH, OR WITNESS MARKS WERE ESTABLISHED.
 JV4203'
 JV4203'REFERENCE MARK NO. 1 IS A STANDARD DISK E OF THE STATION, SET IN A
 JV4203'DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 5 FEET ABOVE GROUND LEVEL
 JV4203'AND 6 FEET LOWER IN ELEVATION THAN THE STATION MARK.  THE DISK IS
 JV4203'STAMPED GREEN (USGS) NO 2, 1942.
 JV4203'
 JV4203'REFERENCE MARK NO. 2 IS A STANDARD DISK, S OF THE STATION SET IN A
 JV4203'DRILL HOLE IN THE W SIDE OF THE ROCK LEDGE WHICH EXTENDS ABOUT
 JV4203'15 FEET ABOVE THE RIDGE, AND ABOUT 7 FEET HIGHER IN ELEVATION THAN
 JV4203'THE STATION MARK.  THE DISK IS STAMPED GREEN (USGS) NO. 2, 1942.
 JV4203'
 JV4203'TO REACH THE STATION FROM CASHTOWN GO W ON U.S. HIGHWAY 30 FOR 5.0
 JV4203'MILES TO THE JUNCTION WITH STATE ROUTE 234 RIGHT, N, AND A DIRT ROAD
 JV4203'LEFT, S, TURN LEFT ON DIRT ROAD AND GO S FOR 1.8 MILES TO A DIM ROAD
 JV4203'LEFT (THIS ROAD IS ABOUT 100 YARDS S OF WHERE A PIPE LINE AND
 JV4203'TELEPHONE LINE CROSSES THE ROAD), TURN LEFT AND GO E ON WOODS ROAD
 JV4203'FOR 0.5 MILE TO A TRIANGULAR BLAZE ON AN 18-INCH PINE TREE
 JV4203'LEFT, AND END OF TRUCK TRAVEL, FROM THIS POINT FOLLOW A DIM WOODS
 JV4203'TRAIL E UPHILL TO A T-INTERSECTION OF TRAILS, TURN LEFT AND GO
 JV4203'N ON TRAIL FOR ABOUT 0.05 MILE TO ANOTHER TRIANGULAR-BLAZED 18-
 JV4203'INCH PINE TREE ON THE RIGHT AND WHERE ANOTHER TRAIL LEADS OFF TO THE
 JV4203'RIGHT, TURN RIGHT AND FOLLOW TRAIL TO THE TOP OF THE RIDGE AND
 JV4203'STATION TO THE RIGHT OF WHERE TRAIL CROSSES THE RIDGE.
 JV4203'
 JV4203'A 15-FOOT WOOD STAND REQUIRED TO CLEAR ALL LINES.
 JV4203
 JV4203                          STATION RECOVERY (1966)
 JV4203
 JV4203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 (ELH)
 JV4203'STATION RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION AS
 JV4203'DESCRIBED.  REFERENCE MARK NO. 1, EAST OF THE STATION IS STAMPED
 JV4203'GREEN NO 1 1942, RATHER THAN GREEN NO 2 1942 AS STATED IN THE
 JV4203'ORIGIONAL DESCRIPTION.
 JV4203'
 JV4203'A NEW TO REACH AS FOLLOWS- TO REACH FROM THE JUNCTION U.S. HIGHWAY 30
 JV4203'AND STATE HIGHWAY 234 ABOUT 10-1/2 MILES WEST OF GETTYSBURG, (A
 JV4203'SHELL GAS STATION IN THE NORTHEAST ANGLE).  GO SOUTH FOR ABOUT 20
 JV4203'YARDS, THENCE RIGHT, WEST ON THE OLD HIGHWAY FOR 0.05 MILE TO A
 JV4203'SIDE ROAD LEFT, SOUTH, TURN LEFT AND GO SOUTH ON DIRT ROAD FOR 1.7
 JV4203'MILES TO TELEPHONE LINE AND PIPE LINE CROSSING, CONTINUE SOUTH FOR
 JV4203'0.7 MILE TO A CROSS ROAD, TURN LEFT AND GO EAST AS PER SIGN TEABERRY
 JV4203'ROAD AND FOLLOW MAIN TRAVELED ROAD EAST AND SOUTH FOR 1.0 MILE TO A
 JV4203'SIDE ROAD LEFT, EAST, (ABOUT 0.05 MILE PAST OLD CROSS ROAD) TURN
 JV4203'LEFT AND GO EAST FOR 0.3 MILE TO A SIDE ROAD LEFT, NORTH, TURN LEFT
 JV4203'AND GO NORTH ON TRACK ROAD ALONG TOP OF RIDGE FOR 1.25 MILES TO THE
 JV4203'18-INCH PINE TREE WITH TRIANGULAR BLAZE, MENTIONED IN ORIGIONAL
 JV4203'DESCRIPTION.  (THE TREE IS ONLY ABOUT 12-INCHES IN DIAMETER AND
 JV4203'DEAD).  A TRIANGULAR BLAZE WAS CUT ON A 7-INCH OAK TREE ON THE RIGHT.
 JV4203'EAST SIDE OF THE ROAD.  FROM HERE, PACK EAST SOUTHEAST FOR ABOUT 5
 JV4203'MINUTES TO TOP OF RIDGE AND LARGE ROCK OUTCROP AND THE STATION AS
 JV4203'DESCRIBED.
 JV4203'
 JV4203'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 10.3 MILES
 JV4203'WEST-NORTHWEST OF GETTYSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2755 ***********************************************************************
 LY2755  DESIGNATION -  GREEN
 LY2755  PID         -  LY2755
 LY2755  STATE/COUNTY-  PA/LUZERNE
 LY2755  USGS QUAD   -  WHITE HAVEN (1997)
 LY2755
 LY2755                         *CURRENT SURVEY CONTROL
 LY2755  ___________________________________________________________________
 LY2755* NAD 83(1992)-  41 03 05.40379(N)    075 47 01.34226(W)     ADJUSTED  
 LY2755* NAVD 88     -       509.7    (meters)    1672.     (feet)  VERTCON   
 LY2755  ___________________________________________________________________
 LY2755  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 LY2755  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LY2755
 LY2755  HORZ ORDER  -  SECOND
 LY2755
 LY2755.The horizontal coordinates were established by classical geodetic methods
 LY2755.and adjusted by the National Geodetic Survey in June 2002..
 LY2755
 LY2755.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2755
 LY2755.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2755
 LY2755.The geoid height was determined by GEOID03.
 LY2755
 LY2755;                    North         East     Units Scale Factor Converg.
 LY2755;SPC PA N     -   100,140.399   765,287.673   MT  0.99997712   +1 18 02.8
 LY2755;SPC PA N     -   328,543.96  2,510,781.31   sFT  0.99997712   +1 18 02.8
 LY2755;UTM  18      - 4,544,770.013   434,140.154   MT  0.99965338   -0 30 52.9
 LY2755
 LY2755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2755!SPC PA N     -   0.99992515  x   0.99997712  =   0.99990227
 LY2755!UTM  18      -   0.99992515  x   0.99965338  =   0.99957856
 LY2755
 LY2755:                Primary Azimuth Mark                     Grid Az
 LY2755:SPC PA N     -  POCONO MAINT BARRACKS RAD TWR            069 10 38.2
 LY2755:UTM  18      -  POCONO MAINT BARRACKS RAD TWR            070 59 33.9
 LY2755
 LY2755|---------------------------------------------------------------------|
 LY2755| PID    Reference Object                     Distance      Geod. Az  |
 LY2755|                                                           dddmmss.s |
 LY2755| LY2743 POCONO MAINT BARRACKS RAD TWR       APPROX. 7.0 KM 0702841.0 |
 LY2755| CB3483 GREEN RM 1                           35.655 METERS 10806     |
 LY2755| CB3482 GREEN AZ MK                                        1101056.0 |
 LY2755| CB3484 GREEN RM 2                           25.085 METERS 32821     |
 LY2755| LY2752 WILKES BARRE TV STA WNEP MAST       APPROX.16.3 KM 3332022.1 |
 LY2755|---------------------------------------------------------------------|
 LY2755
 LY2755                          SUPERSEDED SURVEY CONTROL
 LY2755
 LY2755  NAD 83(1986)-  41 03 05.40381(N)    075 47 01.34392(W) AD(       ) 2
 LY2755  NAD 27      -  41 03 05.10270(N)    075 47 02.64750(W) AD(       ) 2
 LY2755  NGVD 29 (07/19/86)  509.9    (m)         1673.     (f) VERT ANG       
 LY2755
 LY2755.Superseded values are not recommended for survey control.
 LY2755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2755.See file dsdata.txt to determine how the superseded data were derived.
 LY2755
 LY2755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL3414044770(NAD 83)
 LY2755_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2755
 LY2755  HISTORY     - Date     Condition        Report By
 LY2755  HISTORY     - 1958     MONUMENTED       CGS
 LY2755
 LY2755                          STATION DESCRIPTION
 LY2755
 LY2755'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JMR)
 LY2755'STATION IS LOCATED ON THE EAST END OF GREEN MOUNTAIN, ABOUT 3/4 MILE
 LY2755'SOUTHWEST OF WHITE HAVEN, ON PROPERTY AND WEST OF THE MAIN
 LY2755'BUILDINGS OF THE PENNHURST STATE SCHOOL FOR THE MENTALLY RETARDED.
 LY2755'
 LY2755'TO REACH THE STATION FROM THE INTERSECTION OF BERWICK AND TOWANDA
 LY2755'STREETS IN WHITE HAVEN- GO WEST ON BERWICK STREET FOR 0.15 MILE,
 LY2755'TURN LEFT AND GO SOUTH ON CHURCH STREET AND STATE HIGHWAY 940 FOR
 LY2755'0.22 MILE TO THE SOUTHWEST CORNER OF A CEMETERY, BEAR RIGHT AND
 LY2755'CONTINUE SOUTHEAST AND SOUTH ON HIGHWAY 940 FOR 0.16 MILE TO THE
 LY2755'TRUCK ENTRANCE TO THE PENNHURST STATE SCHOOL ON THE RIGHT,
 LY2755'TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.46 MILE TO A SHARP
 LY2755'TURN IN THE ROAD, TURN LEFT, KEEPING ON THE GRAVELED ROAD AND GO
 LY2755'0.42 MILE TO A ROAD FORK AND THE ENTRANCE TO THE PENNHURST SCHOOL
 LY2755'MAIN BUILDING AREA.  TAKE THE RIGHT HAND ROAD AND GO 0.09 MILE TO A
 LY2755'ROAD FORK AT THE SCHOOL CANTEEN, KEEP THE RIGHT HAND ROAD, KEEPING TO
 LY2755'THE LEFT OF THE CANTEEN AND CONTINUE FOR 0.11 MILE TO A ROAD FORK,
 LY2755'KEEP THE RIGHT HAND ROAD AND CONTINUE FOR 0.24 MILE TO A ROAD
 LY2755'FORK, KEEP THE RIGHT HAND ROAD AND FOLLOW THE MAIN TRAVELLED ROAD,
 LY2755'UPGRADE FOR 1.53 MILES TO A SIDE ROAD LEFT, CONTINUE STRAIGHT
 LY2755'AHEAD, ON THE MAIN TRAVELLED ROAD FOR 0.35 MILE TO THE EAST END OF
 LY2755'THE TOP OF THE MOUNTAIN AND THE STATION SITE ON THE LEFT.
 LY2755'
 LY2755'TO REACH THE AZIMUTH MARK FROM THE EAST END OF A BRIDGE WHICH SPANS
 LY2755'THE LEHIGH RIVER IN WHITE HAVEN, GO EAST ON STATE HIGHWAY 940 FOR
 LY2755'0.05 MILE TO THE JUNCTION WITH STATE ROUTE 13018, TURN RIGHT AND GO
 LY2755'SOUTH ON ROUTE 13018 FOR 1.13 MILES TO A DRIVEWAY ON THE LEFT AND
 LY2755'THE AZIMUTH MARK IN A LARGE BOULDER ON THE LEFT AND ELEVATED ABOUT 12
 LY2755'FEET ABOVE THE STATE ROUTE.
 LY2755'
 LY2755'STATION MARK IS A STANDARD DISK, STAMPED GREEN 1958, SET IN THE TOP
 LY2755'OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 1 INCH.  IT IS
 LY2755'ABOUT 34 FEET SOUTH OF A TRACK ROAD, 19.2 FEET SOUTH OF A 12-INCH
 LY2755'TRIANGULAR BLAZED OAK TREE, 101 FEET WEST OF A VERY LARGE BOULDER
 LY2755'WHICH IS AT THE BASE OF A LARGE WOODEN STAR.
 LY2755'
 LY2755'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GREEN NO 1 1958,
 LY2755'CEMENTED IN A DRILL HOLE, IN THE TOP OF A 5 X 9 FOOT BOULDER
 LY2755'WHICH PROJECTS ABOUT 12 INCHES.  IT IS ABOUT 62 FEET EAST OF THE
 LY2755'TRACK ROAD, 121 FEET EAST OF THE BLAZED OAK TREE, 40 FEET NORTH
 LY2755'OF THE LARGE BOULDER.  THE MARK IS ABOUT 5 FEET LOWER ELEVATION THAN
 LY2755'THE STATION MARK.
 LY2755'
 LY2755'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GREEN NO 2 1958,
 LY2755'CEMENTED IN A DRILL HOLE, IN THE TOP OF A 1-1/2 X 5 FOOT BOULDER
 LY2755'WHICH PROJECTS ABOUT 6 INCHES.  IT IS ABOUT 68 FEET WEST OF THE
 LY2755'BLAZED OAK TREE, 7 FEET NORTH OF THE TRACK ROAD.
 LY2755'
 LY2755'AZIMUTH MARK IS A STANDARD DISK, STAMPED GREEN 1958, CEMENTED IN A
 LY2755'DRILL HOLE, IN THE TOP OF A 9 X 12 FOOT BOULDER WHICH PROJECTS
 LY2755'ABOUT 2-1/2 FEET.  IT IS ABOUT 47 FEET EAST OF THE CENTER OF STATE
 LY2755'ROUTE 13018, 5 FEET SOUTHEAST OF A STANDARD METAL WITNESS POST,
 LY2755'125 FEET SOUTH OF A DRIVEWAY ENTRANCE, 47.2 FEET WEST OF A TELEPHONE
 LY2755'LINE POLE NUMBER 166 OVER 1, 111 FEET NORTHEAST OF A POWERLINE
 LY2755'POLE, 20 FEET WEST OF THE DRIVEWAY.  THE MARK IS ABOUT 12 FEET HIGHER
 LY2755'ELEVATION THAN STATE ROUTE 13018.
 LY2755'
 LY2755'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0659 ***********************************************************************
 KY0659  DESIGNATION -  GREEN 1
 KY0659  PID         -  KY0659
 KY0659  STATE/COUNTY-  PA/ALLEGHENY
 KY0659  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0659
 KY0659                         *CURRENT SURVEY CONTROL
 KY0659  ___________________________________________________________________
 KY0659* NAD 83(1986)-  40 29 38.     (N)    080 01 08.     (W)     SCALED    
 KY0659* NAVD 88     -       416.027  (meters)    1364.92   (feet)  ADJUSTED  
 KY0659  ___________________________________________________________________
 KY0659  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KY0659  DYNAMIC HT  -         415.810 (meters)    1364.20  (feet)  COMP
 KY0659  MODELED GRAV-     980,089.6   (mgal)                       NAVD 88
 KY0659
 KY0659  VERT ORDER  -  SECOND    CLASS 0
 KY0659
 KY0659.The horizontal coordinates were scaled from a topographic map and have
 KY0659.an estimated accuracy of +/- 6 seconds.
 KY0659
 KY0659.The orthometric height was determined by differential leveling
 KY0659.and adjusted by the National Geodetic Survey in June 1991..
 KY0659
 KY0659.The geoid height was determined by GEOID03.
 KY0659
 KY0659.The dynamic height is computed by dividing the NAVD 88
 KY0659.geopotential number by the normal gravity value computed on the
 KY0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0659.degrees latitude (g = 980.6199 gals.).
 KY0659
 KY0659.The modeled gravity was interpolated from observed gravity values.
 KY0659
 KY0659;                    North         East    Units  Estimated Accuracy
 KY0659;SPC PA S     -   131,330.      407,680.      MT  (+/- 180 meters Scaled)
 KY0659
 KY0659                          SUPERSEDED SURVEY CONTROL
 KY0659
 KY0659  NGVD 29 (??/??/92)  416.187  (m)         1365.44   (f) ADJ UNCH    2 0
 KY0659
 KY0659.Superseded values are not recommended for survey control.
 KY0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0659.See file dsdata.txt to determine how the superseded data were derived.
 KY0659
 KY0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE831830(NAD 83)
 KY0659_MARKER: DR = REFERENCE MARK DISK
 KY0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0659_STAMPING: GREEN NO 1 1958 DWP
 KY0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0659+STABILITY: SURFACE MOTION
 KY0659
 KY0659  HISTORY     - Date     Condition        Report By
 KY0659  HISTORY     - 1958     MONUMENTED       CGS
 KY0659  HISTORY     - 1960     GOOD             NGS
 KY0659
 KY0659                          STATION DESCRIPTION
 KY0659
 KY0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0659'AT PITTSBURGH.
 KY0659'AT PITTSBURGH AT KDKA TOWER, 2 FEET SOUTHEAST OF THE SOUTHWEST
 KY0659'CORNER OF THE STEEL FENCE AROUND THE BASE OF THE TOWER, 2 FEET
 KY0659'SOUTH OF THE SOUTH SIDE OF THE FACE, ABOUT 3 FEET LOWER THAN THE
 KY0659'BASE OF THE TOWER AND SET IN TOP OF A CONCRETE POST FLUSH WITH
 KY0659'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0661 ***********************************************************************
 KY0661  DESIGNATION -  GREEN 2
 KY0661  PID         -  KY0661
 KY0661  STATE/COUNTY-  PA/ALLEGHENY
 KY0661  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0661
 KY0661                         *CURRENT SURVEY CONTROL
 KY0661  ___________________________________________________________________
 KY0661* NAD 83(1986)-  40 29 38.     (N)    080 01 08.     (W)     SCALED    
 KY0661* NAVD 88     -       414.796  (meters)    1360.88   (feet)  ADJUSTED  
 KY0661  ___________________________________________________________________
 KY0661  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KY0661  DYNAMIC HT  -         414.579 (meters)    1360.16  (feet)  COMP
 KY0661  MODELED GRAV-     980,089.6   (mgal)                       NAVD 88
 KY0661
 KY0661  VERT ORDER  -  SECOND    CLASS 0
 KY0661
 KY0661.The horizontal coordinates were scaled from a topographic map and have
 KY0661.an estimated accuracy of +/- 6 seconds.
 KY0661
 KY0661.The orthometric height was determined by differential leveling
 KY0661.and adjusted by the National Geodetic Survey in June 1991..
 KY0661
 KY0661.The geoid height was determined by GEOID03.
 KY0661
 KY0661.The dynamic height is computed by dividing the NAVD 88
 KY0661.geopotential number by the normal gravity value computed on the
 KY0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0661.degrees latitude (g = 980.6199 gals.).
 KY0661
 KY0661.The modeled gravity was interpolated from observed gravity values.
 KY0661
 KY0661;                    North         East    Units  Estimated Accuracy
 KY0661;SPC PA S     -   131,330.      407,680.      MT  (+/- 180 meters Scaled)
 KY0661
 KY0661                          SUPERSEDED SURVEY CONTROL
 KY0661
 KY0661  NGVD 29 (??/??/92)  414.955  (m)         1361.40   (f) ADJ UNCH    2 0
 KY0661
 KY0661.Superseded values are not recommended for survey control.
 KY0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0661.See file dsdata.txt to determine how the superseded data were derived.
 KY0661
 KY0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE831830(NAD 83)
 KY0661_MARKER: DR = REFERENCE MARK DISK
 KY0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0661_STAMPING: GREEN NO 2
 KY0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0661+STABILITY: SURFACE MOTION
 KY0661
 KY0661  HISTORY     - Date     Condition        Report By
 KY0661  HISTORY     - UNK      MONUMENTED       CGS
 KY0661  HISTORY     - 1960     GOOD             NGS
 KY0661
 KY0661                          STATION DESCRIPTION
 KY0661
 KY0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0661'AT PITTSBURGH.
 KY0661'IN THE CITY OF PITTSBURGH AT THE KDKA TOWER AND A RESERVOIR
 KY0661'AT THE NORTH SIDE OF THE CONCRETE WALL AROUND THE RESERVOIR.
 KY0661'A DISK SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3311 ***********************************************************************
 JV3311  DESIGNATION -  GREEN RM 1
 JV3311  PID         -  JV3311
 JV3311  STATE/COUNTY-  PA/FRANKLIN
 JV3311  USGS QUAD   -  GREENCASTLE (1990)
 JV3311
 JV3311                         *CURRENT SURVEY CONTROL
 JV3311  ___________________________________________________________________
 JV3311* NAD 83(1986)-  39 47 33.     (N)    077 42 32.     (W)     SCALED    
 JV3311* NAVD 88     -       210.426  (meters)     690.37   (feet)  ADJUSTED  
 JV3311  ___________________________________________________________________
 JV3311  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 JV3311  DYNAMIC HT  -         210.305 (meters)     689.98  (feet)  COMP
 JV3311  MODELED GRAV-     980,044.1   (mgal)                       NAVD 88
 JV3311
 JV3311  VERT ORDER  -  FIRST     CLASS II
 JV3311
 JV3311.The horizontal coordinates were scaled from a topographic map and have
 JV3311.an estimated accuracy of +/- 6 seconds.
 JV3311
 JV3311.The orthometric height was determined by differential leveling
 JV3311.and adjusted by the National Geodetic Survey in June 1991..
 JV3311
 JV3311.The geoid height was determined by GEOID03.
 JV3311
 JV3311.The dynamic height is computed by dividing the NAVD 88
 JV3311.geopotential number by the normal gravity value computed on the
 JV3311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3311.degrees latitude (g = 980.6199 gals.).
 JV3311
 JV3311.The modeled gravity was interpolated from observed gravity values.
 JV3311
 JV3311;                    North         East    Units  Estimated Accuracy
 JV3311;SPC PA S     -    50,990.      603,520.      MT  (+/- 180 meters Scaled)
 JV3311
 JV3311                          SUPERSEDED SURVEY CONTROL
 JV3311
 JV3311  NGVD 29 (??/??/??)  210.617  (m)          691.00   (f) ADJUSTED    1 2
 JV3311
 JV3311.Superseded values are not recommended for survey control.
 JV3311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3311.See file dsdata.txt to determine how the superseded data were derived.
 JV3311
 JV3311_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK680082(NAD 83)
 JV3311_MARKER: DR = REFERENCE MARK DISK
 JV3311_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JV3311_SP_SET: UNSPECIFIED ROCK
 JV3311_STAMPING: GREEN NO 1 1960
 JV3311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3311
 JV3311  HISTORY     - Date     Condition        Report By
 JV3311  HISTORY     - 1960     MONUMENTED       CGS
 JV3311  HISTORY     - 1979     GOOD             NGS
 JV3311
 JV3311                          STATION DESCRIPTION
 JV3311
 JV3311'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JV3311'1.4 MI NE FROM GREENCASTLE.
 JV3311'ABOUT 0.96 MILE EAST ALONG STATE HY. 16 FROM THE JUNCTION OF
 JV3311'STATE HY. 16 AND U.S. 11 IN GREENCASTLE TO ANTRIMCK RD. CONTINUE
 JV3311'NORTH-NORTH EAST ON ANTRIMCK RD. FOR 0.45 MILE TO TOP OF LOW
 JV3311'RIDGE, STANDARD REFERENCE DISK DRILLED IN HORIZONTAL IN TOP
 JV3311'OF A SMALL ROCK PROJECTING ABOUT 3 INCHES, 42 FEET NORTH OF
 JV3311'STANDARD METAL WITNESS POST, 41 FEET S-S W OF THE STATION, 36 FEET
 JV3311'WEST OF THE CENTERLINE OF THE ROAD, 18 FEET WEST OF A NORTH
 JV3311'EAST-SOUTH WEST FENCE LINE.
 JV3311
 JV3311                          STATION RECOVERY (1979)
 JV3311
 JV3311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV3311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3313 ***********************************************************************
 JV3313  DESIGNATION -  GREEN RM 2
 JV3313  PID         -  JV3313
 JV3313  STATE/COUNTY-  PA/FRANKLIN
 JV3313  USGS QUAD   -  GREENCASTLE (1990)
 JV3313
 JV3313                         *CURRENT SURVEY CONTROL
 JV3313  ___________________________________________________________________
 JV3313* NAD 83(1986)-  39 47 32.     (N)    077 42 32.     (W)     SCALED    
 JV3313* NAVD 88     -       209.988  (meters)     688.94   (feet)  ADJUSTED  
 JV3313  ___________________________________________________________________
 JV3313  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 JV3313  DYNAMIC HT  -         209.867 (meters)     688.54  (feet)  COMP
 JV3313  MODELED GRAV-     980,044.1   (mgal)                       NAVD 88
 JV3313
 JV3313  VERT ORDER  -  FIRST     CLASS II
 JV3313
 JV3313.The horizontal coordinates were scaled from a topographic map and have
 JV3313.an estimated accuracy of +/- 6 seconds.
 JV3313
 JV3313.The orthometric height was determined by differential leveling
 JV3313.and adjusted by the National Geodetic Survey in June 1991..
 JV3313
 JV3313.The geoid height was determined by GEOID03.
 JV3313
 JV3313.The dynamic height is computed by dividing the NAVD 88
 JV3313.geopotential number by the normal gravity value computed on the
 JV3313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3313.degrees latitude (g = 980.6199 gals.).
 JV3313
 JV3313.The modeled gravity was interpolated from observed gravity values.
 JV3313
 JV3313;                    North         East    Units  Estimated Accuracy
 JV3313;SPC PA S     -    50,950.      603,520.      MT  (+/- 180 meters Scaled)
 JV3313
 JV3313                          SUPERSEDED SURVEY CONTROL
 JV3313
 JV3313  NGVD 29 (??/??/??)  210.177  (m)          689.56   (f) ADJUSTED    1 2
 JV3313
 JV3313.Superseded values are not recommended for survey control.
 JV3313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3313.See file dsdata.txt to determine how the superseded data were derived.
 JV3313
 JV3313_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK680082(NAD 83)
 JV3313_MARKER: DR = REFERENCE MARK DISK
 JV3313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3313_STAMPING: GREEN NO 2 1960
 JV3313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3313+STABILITY: SURFACE MOTION
 JV3313
 JV3313  HISTORY     - Date     Condition        Report By
 JV3313  HISTORY     - 1960     MONUMENTED       CGS
 JV3313  HISTORY     - 1979     GOOD             NGS
 JV3313
 JV3313                          STATION DESCRIPTION
 JV3313
 JV3313'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JV3313'1.4 MI NE FROM GREENCASTLE.
 JV3313'ABOUT 0.96 MILE EAST ALONG STATE HY. 16 FROM THE JUNCTION OF
 JV3313'STATE HY. 16 AND U.S. 11 IN GREENCASTLE TO ANTRIMCK RD. CONTINUE
 JV3313'NORTH-NORTH EAST ON ANTRIMCK RD. FOR 0.45 MILE TO TOP OF LOW
 JV3313'RIDGE, STANDARD REFERENCE MARK DISK SET IN TOP OF CONCRETE
 JV3313'POST ABOUT 2 INCHES BELOW GROUND, 27 FEET SOUTH-SOUTHWEST OF
 JV3313'A STANDARD METAL WITNESS POST, 25 FEET NORTH EAST OF THE STATION
 JV3313'SIGHT, 23 FEET NORTH WEST OF THE CENTERLINE OF THE ROAD, 10
 JV3313'FEET WEST OF NORTHEAST-SOUTHWEST FENCE LINE.
 JV3313
 JV3313                          STATION RECOVERY (1979)
 JV3313
 JV3313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV3313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4673 ***********************************************************************
 JV4673  DESIGNATION -  GREENCASTLE EVAN LUTH CH SPIRE
 JV4673  PID         -  JV4673
 JV4673  STATE/COUNTY-  PA/FRANKLIN
 JV4673  USGS QUAD   -  GREENCASTLE (1990)
 JV4673
 JV4673                         *CURRENT SURVEY CONTROL
 JV4673  ___________________________________________________________________
 JV4673* NAD 83(1992)-  39 47 28.89784(N)    077 43 31.14094(W)     ADJUSTED  
 JV4673* NAVD 88     -                                                        
 JV4673  ___________________________________________________________________
 JV4673  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 JV4673  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 JV4673
 JV4673  HORZ ORDER  -  THIRD
 JV4673
 JV4673.The horizontal coordinates were established by classical geodetic methods
 JV4673.and adjusted by the National Geodetic Survey in June 2002..
 JV4673
 JV4673
 JV4673.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4673
 JV4673.The geoid height was determined by GEOID03.
 JV4673
 JV4673;                    North         East     Units Scale Factor Converg.
 JV4673;SPC PA S     -    50,857.464   602,114.237   MT  1.00002523   +0 00 57.7
 JV4673;SPC PA S     -   166,854.86  1,975,436.46   sFT  1.00002523   +0 00 57.7
 JV4673;UTM  18      - 4,408,154.035   266,645.209   MT  1.00027045   -1 44 41.9
 JV4673
 JV4673                          SUPERSEDED SURVEY CONTROL
 JV4673
 JV4673  NAD 83(1995)-  39 47 28.89720(N)    077 43 31.14092(W) AD(       ) 4
 JV4673  NAD 83(1991)-  39 47 28.89926(N)    077 43 31.14337(W) AD(       ) 4
 JV4673  NAD 83(1986)-  39 47 28.89857(N)    077 43 31.15309(W) AD(       ) 4
 JV4673  NAD 27      -  39 47 28.56000(N)    077 43 32.18300(W) AD(       ) 3
 JV4673
 JV4673.Superseded values are not recommended for survey control.
 JV4673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4673.See file dsdata.txt to determine how the superseded data were derived.
 JV4673
 JV4673_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK6664508154(NAD 83)
 JV4673_MARKER: 90 = CHURCH SPIRE
 JV4673
 JV4673  HISTORY     - Date     Condition        Report By
 JV4673  HISTORY     - 1960     FIRST OBSERVED   CGS
 JV4673  HISTORY     - 1965     GOOD             USN
 JV4673  HISTORY     - 1984     GOOD             USPSQD
 JV4673  HISTORY     - 20050823 GOOD             GEOCAC
 JV4673
 JV4673                          STATION DESCRIPTION
 JV4673
 JV4673'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 JV4673'THE STATION IS THE APEX OF THE EVANGELICAL LUTHERAN CHURCH SPIRE.
 JV4673'LOCATED ON THE NORTHWEST CORNER OF NORTH WASHINGTON AND EAST
 JV4673'MADISON STREETS, IN THE NORTHEAST SECTION OF GREENCASTLE,
 JV4673'PENNSYLVANIA.  THE STRUCTURE IS ON TOP OF A WHITE BRICK BUILDING
 JV4673'AND IS WHITE WITH GREEN SHINGLES.  THE OVERALL HEIGHT OF THE
 JV4673'STRUCTURE IS APPROXIMATELY 150 FEET.
 JV4673
 JV4673                          STATION RECOVERY (1965)
 JV4673
 JV4673'RECOVERY NOTE BY US NAVY 1965
 JV4673'STATION WAS RECOVERED.
 JV4673
 JV4673                          STATION RECOVERY (1984)
 JV4673
 JV4673'RECOVERY NOTE BY US POWER SQUADRON 1984 (JBH)
 JV4673'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 JV4673
 JV4673                          STATION RECOVERY (2005)
 JV4673
 JV4673'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 JV4673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB3013 ***********************************************************************
 MB3013  CBN         -  This is a Cooperative Base Network Control Station.
 MB3013  DESIGNATION -  GREENPORT
 MB3013  PID         -  MB3013
 MB3013  STATE/COUNTY-  PA/MERCER
 MB3013  USGS QUAD   -  GREENVILLE WEST (1990)
 MB3013
 MB3013                         *CURRENT SURVEY CONTROL
 MB3013  ___________________________________________________________________
 MB3013* NAD 83(1992)-  41 26 49.11913(N)    080 23 31.63475(W)     ADJUSTED  
 MB3013* NAVD 88     -       360.5    (meters)    1183.     (feet)  GPS OBS   
 MB3013  ___________________________________________________________________
 MB3013  X           -     799,158.506 (meters)                     COMP
 MB3013  Y           -  -4,720,960.490 (meters)                     COMP
 MB3013  Z           -   4,199,976.286 (meters)                     COMP
 MB3013  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 MB3013  ELLIP HEIGHT-         326.79  (meters)          (03/28/01) GPS OBS
 MB3013  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MB3013
 MB3013  HORZ ORDER  -  A
 MB3013  ELLP ORDER  -  THIRD     CLASS II
 MB3013
 MB3013.The horizontal coordinates were established by GPS observations
 MB3013.and adjusted by the National Geodetic Survey in March 2001..
 MB3013
 MB3013.The orthometric height was determined by GPS observations and a
 MB3013.high-resolution geoid model.
 MB3013
 MB3013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3013
 MB3013.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3013
 MB3013.The ellipsoidal height was determined by GPS observations
 MB3013.and is referenced to NAD 83.
 MB3013
 MB3013.The geoid height was determined by GEOID03.
 MB3013
 MB3013;                    North         East     Units Scale Factor Converg.
 MB3013;SPC PA N     -   145,550.817   379,256.936   MT  0.99995697   -1 44 52.3
 MB3013;SPC PA N     -   477,527.97  1,244,278.80   sFT  0.99995697   -1 44 52.3
 MB3013;UTM  17      - 4,588,556.039   550,776.766   MT  0.99963173   +0 24 08.6
 MB3013
 MB3013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3013!SPC PA N     -   0.99994874  x   0.99995697  =   0.99990572
 MB3013!UTM  17      -   0.99994874  x   0.99963173  =   0.99958049
 MB3013
 MB3013:                Primary Azimuth Mark                     Grid Az
 MB3013:SPC PA N     -  GREENPORT AZ MK                          141 02 29.1
 MB3013:UTM  17      -  GREENPORT AZ MK                          138 53 28.2
 MB3013
 MB3013|---------------------------------------------------------------------|
 MB3013| PID    Reference Object                     Distance      Geod. Az  |
 MB3013|                                                           dddmmss.s |
 MB3013| MB3014 GREENPORT AZ MK                     469.764 METERS 1391736.8 |
 MB3013|---------------------------------------------------------------------|
 MB3013
 MB3013                          SUPERSEDED SURVEY CONTROL
 MB3013
 MB3013  NAD 83(1995)-  41 26 49.12224(N)    080 23 31.63698(W) AD(       ) 3
 MB3013  NAD 83(1986)-  41 26 49.12694(N)    080 23 31.63709(W) AD(       ) 3
 MB3013  NGVD 29 (09/11/89)  360.9    (m)         1184.     (f) GPS OBS        
 MB3013
 MB3013.Superseded values are not recommended for survey control.
 MB3013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3013.See file dsdata.txt to determine how the superseded data were derived.
 MB3013
 MB3013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF5077788556(NAD 83)
 MB3013_MARKER: I = METAL ROD
 MB3013_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MB3013_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MB3013_STAMPING: GREENPORT 1988
 MB3013_MARK LOGO: NGS   
 MB3013_PROJECTION: FLUSH
 MB3013_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB3013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MB3013+STABILITY: POSITION/ELEVATION WELL
 MB3013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3013+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2000
 MB3013_ROD/PIPE-DEPTH: 4.30 meters
 MB3013_SLEEVE-DEPTH  : 1.00 meters
 MB3013
 MB3013  HISTORY     - Date     Condition        Report By
 MB3013  HISTORY     - 1988     MONUMENTED       NGS
 MB3013  HISTORY     - 20000504 GOOD             PADT
 MB3013
 MB3013                          STATION DESCRIPTION
 MB3013
 MB3013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 MB3013'THE STATION IS LOCATED ABOUT 6.0 KM (3.75 MI) SOUTHEAST OF JAMESTOWN,
 MB3013'4.7 KM (2.90 MI) NORTH OF GREENVILLE, AT THE  GREENVILLE MUNICIPAL
 MB3013'AIRPORT, IN THE SOUTH ANGLE OF THE JUNCTION OF THE SINGLE ASPHALT
 MB3013'RUNWAY AND THE MAIN CONNECTING TAXIWAY.
 MB3013'OWNERSHIP--BOROUGH OF GREENVILLE, C/O AIRPORT MANAGER BERNICE JULIAN,
 MB3013'MUNICIPAL BUILDING, GREENVILLE PA 16125.  PHONE 412-932-5809.
 MB3013'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18, 58 AND
 MB3013'358 IN GREENVILLE, GO NORTHWEST FOR 0.7 KM (0.45 MI) ON HIGHWAYS 18
 MB3013'AND 58 TO THE JUNCTION OF HIGHWAY 18 NORTH ON THE RIGHT.  CONTINUE
 MB3013'STRAIGHT AHEAD AND GO NORTHWEST FOR 4.0 KM (2.50 MI) ON HIGHWAY 58 TO
 MB3013'A PAVED SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO EASTERLY FOR 0.5 KM
 MB3013'(0.30 MI) ON THE AIRPORT ENTRANCE ROAD TO THE AIRPORT ADMINISTRATION
 MB3013'BUILDING ON THE LEFT AND A HANGAR ON THE RIGHT.  BEAR LEFT AND GO
 MB3013'NORTHEAST FOR 0.2 KM (0.10 MI) ON THE ASPHALT APRON AND MAIN
 MB3013'CONNECTING TAXIWAY TO THE STATION ON THE RIGHT JUST BEFORE REACHING
 MB3013'THE RUNWAY AT THE PAINTED HOLD LINE.
 MB3013'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 MB3013'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 4.3 METERS IN A GREASE
 MB3013'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 MB3013'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 MB3013'38.0 M (124.7 FT) SOUTHWEST FROM THE CENTER OF THE RUNWAY, 25.0 M
 MB3013'(82.0 FT) SOUTHEAST FROM THE CENTER OF THE MAIN CONNECTING TAXIWAY,
 MB3013'18.1 M (59.4 FT) SOUTH-SOUTHEAST FROM THE SOUTH CORNER OF A 0.6 BY 1.2
 MB3013'METER IRON GRATE DRAIN COVER, AND 12.8 M (42.0 FT) NORTHEAST FROM THE
 MB3013'NORTHEAST CORNER OF A 0.7 BY 1.4 METER IRON GRATE DRAIN COVER.
 MB3013'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 MB3013
 MB3013                          STATION RECOVERY (2000)
 MB3013
 MB3013'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (HJH)
 MB3013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB3014 ***********************************************************************
 MB3014  DESIGNATION -  GREENPORT AZ MK
 MB3014  PID         -  MB3014
 MB3014  STATE/COUNTY-  PA/MERCER
 MB3014  USGS QUAD   -  GREENVILLE WEST (1990)
 MB3014
 MB3014                         *CURRENT SURVEY CONTROL
 MB3014  ___________________________________________________________________
 MB3014* NAD 83(1992)-  41 26 37.57591(N)    080 23 18.43668(W)     ADJUSTED  
 MB3014* NAVD 88     -       365.1    (meters)    1198.     (feet)  VERTCON   
 MB3014  ___________________________________________________________________
 MB3014  X           -     799,500.499 (meters)                     COMP
 MB3014  Y           -  -4,721,145.068 (meters)                     COMP
 MB3014  Z           -   4,199,712.290 (meters)                     COMP
 MB3014  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 MB3014  ELLIP HEIGHT-         331.26  (meters)          (06/21/02) GPS OBS
 MB3014  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MB3014
 MB3014  HORZ ORDER  -  THIRD
 MB3014  ELLP ORDER  -  FOURTH    CLASS I
 MB3014
 MB3014.The horizontal coordinates were established by GPS observations
 MB3014.and adjusted by the National Geodetic Survey in June 2002..
 MB3014
 MB3014.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3014
 MB3014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3014
 MB3014.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3014
 MB3014.The ellipsoidal height was determined by GPS observations
 MB3014.and is referenced to NAD 83.
 MB3014
 MB3014.The geoid height was determined by GEOID03.
 MB3014
 MB3014;                    North         East     Units Scale Factor Converg.
 MB3014;SPC PA N     -   145,185.544   379,552.292   MT  0.99995695   -1 44 43.6
 MB3014;SPC PA N     -   476,329.57  1,245,247.81   sFT  0.99995695   -1 44 43.6
 MB3014;UTM  17      - 4,588,202.219   551,085.518   MT  0.99963212   +0 24 17.2
 MB3014
 MB3014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3014!SPC PA N     -   0.99994804  x   0.99995695  =   0.99990500
 MB3014!UTM  17      -   0.99994804  x   0.99963212  =   0.99958018
 MB3014
 MB3014:                Primary Azimuth Mark                     Grid Az
 MB3014:SPC PA N     -  GREENPORT                                321 02 29.2
 MB3014:UTM  17      -  GREENPORT                                318 53 28.4
 MB3014
 MB3014|---------------------------------------------------------------------|
 MB3014| PID    Reference Object                     Distance      Geod. Az  |
 MB3014|                                                           dddmmss.s |
 MB3014| MB3013 GREENPORT                           469.764 METERS 3191745.6 |
 MB3014|---------------------------------------------------------------------|
 MB3014
 MB3014                          SUPERSEDED SURVEY CONTROL
 MB3014
 MB3014  NAD 83(1995)-  41 26 37.57654(N)    080 23 18.43780(W) AD(       ) 3
 MB3014  NAD 83(1986)-  41 26 37.58101(N)    080 23 18.43858(W) AD(       ) 3
 MB3014  NGVD 29 (09/11/89)  365.3    (m)         1198.     (f) GPS OBS        
 MB3014
 MB3014.Superseded values are not recommended for survey control.
 MB3014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3014.See file dsdata.txt to determine how the superseded data were derived.
 MB3014
 MB3014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF5108688202(NAD 83)
 MB3014_MARKER: I = METAL ROD
 MB3014_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MB3014_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MB3014_STAMPING: GREENPORT AZ MK 1988
 MB3014_MARK LOGO: NGS   
 MB3014_PROJECTION: FLUSH
 MB3014_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3014_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MB3014+STABILITY: POSITION/ELEVATION WELL
 MB3014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3014+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2000
 MB3014_ROD/PIPE-DEPTH: 3.0  meters
 MB3014_SLEEVE-DEPTH  : 1.0 meters
 MB3014
 MB3014  HISTORY     - Date     Condition        Report By
 MB3014  HISTORY     - 1988     MONUMENTED       NGS
 MB3014  HISTORY     - 20000201 GOOD             PADT
 MB3014
 MB3014                          STATION DESCRIPTION
 MB3014
 MB3014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 MB3014'THE STATION IS LOCATED ABOUT 6.0 KM (3.75 MI) SOUTHEAST OF JAMESTOWN,
 MB3014'4.7 KM (2.90 MI) NORTH OF GREENVILLE, AT THE GREENVILLE MUNICIPAL
 MB3014'AIRPORT, AT THE SOUTH CORNER OF AND IN LINE WITH THE SOUTHEAST END OF
 MB3014'THE SINGLE ASPHALT RUNWAY.
 MB3014'OWNERSHIP--BOROUGH OF GREENVILLE, C/O AIRPORT MANAGER BERNICE JULIAN,
 MB3014'MUNICIPAL BUILDING, GREENVILLE PA 16125.  PHONE 412-932-5809.
 MB3014'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18, 58, AND
 MB3014'358 IN GREENVILLE, GO NORTHWEST FOR 0.7 KM (0.45 MI) ON HIGHWAYS 18
 MB3014'AND 58 TO THE JUNCTION OF HIGHWAY 18 NORTH ON THE RIGHT.  CONTINUE
 MB3014'STRAIGHT AHEAD AND GO NORTHWEST FOR 4.0 KM (2.50 MI) ON HIGHWAY 58 TO
 MB3014'A PAVED SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO EASTERLY FOR 0.5 KM
 MB3014'(0.30 MI) ON THE AIRPORT ENTRANCE ROAD TO THE AIRPORT ADMINISTRATION
 MB3014'BUILDING ON THE LEFT AND A HANGAR ON THE RIGHT.  BEAR LEFT AND GO
 MB3014'NORTHEAST FOR 0.2 KM (0.10 MI) ON THE ASPHALT APRON AND MAIN
 MB3014'CONNECTING TAXIWAY TO THE RUNWAY.  TURN RIGHT AND GO SOUTHEAST FOR 0.5
 MB3014'KM (0.30 MI) ON THE RUNWAY TO THE SOUTHEAST END OF THE RUNWAY AND THE
 MB3014'STATION ON THE RIGHT.
 MB3014'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 MB3014'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 3.0 METERS IN A GREASE
 MB3014'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 MB3014'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 MB3014'59.6 M (195.5 FT) SOUTH-SOUTHEAST FROM THE FIRST WHITE RUNWAY LIGHT ON
 MB3014'THE SOUTHWEST SIDE OF THE RUNWAY FROM THE SOUTHEAST END OF THE RUNWAY,
 MB3014'28.2 M (92.5 FT) SOUTHWEST FROM THE CENTER OF THE RUNWAY, AND 13.7 M
 MB3014'(44.9 FT) WEST-SOUTHWEST FROM THE SOUTHWESTERN ONE OF FOUR RUNWAY END
 MB3014'LIGHTS.
 MB3014'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 MB3014
 MB3014                          STATION RECOVERY (2000)
 MB3014
 MB3014'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 MB3014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2025 ***********************************************************************
 KX2025  DESIGNATION -  GREENSBURG
 KX2025  PID         -  KX2025
 KX2025  STATE/COUNTY-  PA/WESTMORELAND
 KX2025  USGS QUAD   -  GREENSBURG (1993)
 KX2025
 KX2025                         *CURRENT SURVEY CONTROL
 KX2025  ___________________________________________________________________
 KX2025* NAD 83(1992)-  40 17 29.45352(N)    079 31 42.97495(W)     ADJUSTED  
 KX2025* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 KX2025  ___________________________________________________________________
 KX2025  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 KX2025  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KX2025
 KX2025  HORZ ORDER  -  FIRST
 KX2025
 KX2025.The horizontal coordinates were established by classical geodetic methods
 KX2025.and adjusted by the National Geodetic Survey in June 2002..
 KX2025
 KX2025.The orthometric height was scaled from a topographic map.
 KX2025
 KX2025.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2025
 KX2025.The geoid height was determined by GEOID03.
 KX2025
 KX2025;                    North         East     Units Scale Factor Converg.
 KX2025;SPC PA S     -   107,914.188   448,781.738   MT  0.99996334   -1 09 14.2
 KX2025;SPC PA S     -   354,048.47  1,472,378.09   sFT  0.99996334   -1 09 14.2
 KX2025;UTM  17      - 4,461,151.939   625,064.460   MT  0.99979254   +0 57 05.9
 KX2025
 KX2025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2025!SPC PA S     -   0.99994543  x   0.99996334  =   0.99990877
 KX2025!UTM  17      -   0.99994543  x   0.99979254  =   0.99973798
 KX2025
 KX2025:                Primary Azimuth Mark                     Grid Az
 KX2025:SPC PA S     -  AIRWAY BEACON 17                         143 20 19.4
 KX2025:UTM  17      -  AIRWAY BEACON 17                         141 13 59.3
 KX2025
 KX2025|---------------------------------------------------------------------|
 KX2025| PID    Reference Object                     Distance      Geod. Az  |
 KX2025|                                                           dddmmss.s |
 KX2025| KX2026 AIRWAY BEACON 17                    APPROX. 2.1 KM 1421105.2 |
 KX2025|---------------------------------------------------------------------|
 KX2025
 KX2025                          SUPERSEDED SURVEY CONTROL
 KX2025
 KX2025  NAD 83(1986)-  40 17 29.45685(N)    079 31 42.98229(W) AD(       ) 1
 KX2025  NAD 27      -  40 17 29.20800(N)    079 31 43.84100(W) AD(       ) 1
 KX2025
 KX2025.Superseded values are not recommended for survey control.
 KX2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2025.See file dsdata.txt to determine how the superseded data were derived.
 KX2025
 KX2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE2506461152(NAD 83)
 KX2025_MARKER: DS = TRIANGULATION STATION DISK
 KX2025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2025_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KX2025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX2025+STABILITY: SURFACE MOTION
 KX2025
 KX2025  HISTORY     - Date     Condition        Report By
 KX2025  HISTORY     - 1933     MONUMENTED       CGS
 KX2025  HISTORY     - 1967     GOOD             CGS
 KX2025  HISTORY     - 1976     GOOD             PADT
 KX2025  HISTORY     - 1981     GOOD             NGS
 KX2025
 KX2025                          STATION DESCRIPTION
 KX2025
 KX2025'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KX2025'STATION IS LOCATED ON A HIGH HILL ABOUT 1.5 MILES NE OF BUSINESS
 KX2025'SECTION OF GREENSBURG.  MARK PROJECTS 4 INCHES ABOVE THE GROUND.
 KX2025'
 KX2025'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 KX2025'CONCRETE.
 KX2025'
 KX2025'TO REACH FROM WESTMORELAND COUNTY COURTHOUSE ON MAIN STREET,
 KX2025'GREENSBURG, FOLLOW MAIN STREET AND U.S. HIGHWAY 119 TOWARDS
 KX2025'BLAIRSVILLE FOR 0.45 MILE TO MOUNT PLEASANT STREET, TURN LEFT ON THIS
 KX2025'STREET FOR 0.7 MILE TO A NARROW DIRT ROAD LEADING UP STEEP GRADE.
 KX2025'THIS ROAD IS 0.3 MILE NE OF PENNSYLVANIA RAILROAD UNDERPASS AND 0.2
 KX2025'MILE NE OF TRAFFIC LIGHT AT JUNCTION OF MOUNT PLEASANT STREET
 KX2025'AND HIGHLAND AVENUE.  TURN LEFT UP HILL FOR 0.25 MILE TO END OF ROAD.
 KX2025'TURN RIGHT 1 BLOCK AND CONTINUE STRAIGHT AHEAD ALONG W SIDE OF
 KX2025'CULTIVATED FIELD FOR 0.15 MILE.  STATION IS 30 YARDS TO LEFT ON HIGH
 KX2025'POINT OF HILL.
 KX2025
 KX2025                          STATION RECOVERY (1967)
 KX2025
 KX2025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2025'STATION WAS VISITED BUT NOT OCCUPIED.  THE STATION MARK WAS RECOVERED
 KX2025'AS DESCRIBED AND IN EXCELLENT CONDITION.  THE ROUTE TO THE
 KX2025'STATION HAS CHANGED DUE TO NEW ROADS IN THE VICINITY.
 KX2025'
 KX2025'TO REACH THE STATION FROM THE WESTMORELAND COUNTY COURTHOUSE IN
 KX2025'GREENSBURG, GO SOUTH ON MAIN STREET FOR 0.45 MILE TO MT. PLEASANT
 KX2025'ST., TURN LEFT ON MT. PLEASANT ST. AND GO SOUTHEAST FOR 0.2 MILE TO
 KX2025'THE INTERSECTION OF HIGHLAND AVENUE, CONTINUE EASTERLY ON MT.
 KX2025'PLEASANT ST. FOR 0.2 MILE TO A SIDE ROAD LEFT, TURN LEFT UP STEEP
 KX2025'GRADE, PAVED ROAD, FOR 0.45 MILE TO A FIRE STATION ON THE RIGHT,
 KX2025'TURN RIGHT, SOUTH, AND GO ABOUT 0.25 MILE TO THE HIGHEST POINT OF
 KX2025'HILL AND THE STATION.
 KX2025'
 KX2025'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.5 MILES NORTHEAST
 KX2025'OF GREENSBURG.
 KX2025
 KX2025                          STATION RECOVERY (1976)
 KX2025
 KX2025'RECOVERY NOTE BY PA DEPT OF TRANSP 1976 (DBH)
 KX2025'GREENSBURG (1933) RECOVERED GOOD.
 KX2025'
 KX2025'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES N.E. OF
 KX2025'GREENSBURG.
 KX2025
 KX2025                          STATION RECOVERY (1981)
 KX2025
 KX2025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RGP)
 KX2025'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION AS
 KX2025'DESCRIBED.
 KX2025'
 KX2025'THE STATION IS IN IMMEDIATE DANGER OF BEING DESTROYED BY COAL STRIP
 KX2025'MINE.  A NEW STATION GREENSBURG 2 WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3076 ***********************************************************************
 KY3076  DESIGNATION -  GREENTREE
 KY3076  PID         -  KY3076
 KY3076  STATE/COUNTY-  PA/ALLEGHENY
 KY3076  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY3076
 KY3076                         *CURRENT SURVEY CONTROL
 KY3076  ___________________________________________________________________
 KY3076* NAD 83(1992)-  40 29 38.66829(N)    080 01 08.76573(W)     ADJUSTED  
 KY3076* NAVD 88     -       414.7    (meters)    1361.     (feet)  VERTCON   
 KY3076  ___________________________________________________________________
 KY3076  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 KY3076  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KY3076
 KY3076  HORZ ORDER  -  FIRST
 KY3076
 KY3076.The horizontal coordinates were established by classical geodetic methods
 KY3076.and adjusted by the National Geodetic Survey in June 2002..
 KY3076
 KY3076.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3076
 KY3076.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3076
 KY3076.The geoid height was determined by GEOID03.
 KY3076
 KY3076;                    North         East     Units Scale Factor Converg.
 KY3076;SPC PA S     -   131,354.229   407,665.311   MT  0.99995979   -1 28 19.8
 KY3076;SPC PA S     -   430,951.33  1,337,481.94   sFT  0.99995979   -1 28 19.8
 KY3076;UTM  17      - 4,483,059.076   583,123.262   MT  0.99968505   +0 38 13.2
 KY3076
 KY3076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3076!SPC PA S     -   0.99994025  x   0.99995979  =   0.99990005
 KY3076!UTM  17      -   0.99994025  x   0.99968505  =   0.99962532
 KY3076
 KY3076|---------------------------------------------------------------------|
 KY3076| PID    Reference Object                     Distance      Geod. Az  |
 KY3076|                                                           dddmmss.s |
 KY3076| KY3078 GREENTREE                             8.310 METERS 23215     |
 KY3076| KY3101 UNION                               APPROX.12.4 KM 2425710.6 |
 KY3076|---------------------------------------------------------------------|
 KY3076
 KY3076                          SUPERSEDED SURVEY CONTROL
 KY3076
 KY3076  NAD 83(1995)-  40 29 38.66893(N)    080 01 08.76688(W) AD(       ) 1
 KY3076  NAD 83(1986)-  40 29 38.67227(N)    080 01 08.77350(W) AD(       ) 1
 KY3076  NAD 27      -  40 29 38.42300(N)    080 01 09.58000(W) AD(       ) 1
 KY3076  NGVD 29 (07/19/86)  414.9    (m)         1361.     (f) VERT ANG       
 KY3076
 KY3076.Superseded values are not recommended for survey control.
 KY3076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3076.See file dsdata.txt to determine how the superseded data were derived.
 KY3076
 KY3076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE8312383059(NAD 83)
 KY3076_MARKER: DS = TRIANGULATION STATION DISK
 KY3076_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KY3076_SP_SET: METAL PIPE IMBEDDED IN GROUND
 KY3076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3076
 KY3076  HISTORY     - Date     Condition        Report By
 KY3076  HISTORY     - 1927     MONUMENTED       CGS
 KY3076
 KY3076                          STATION DESCRIPTION
 KY3076
 KY3076'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (WM)
 KY3076'STATION IS ON GREENTREE HILL, IN CITY LIMITS, NORTHSIDE,
 KY3076'PITTSBURGH, AND N OF RIVERVIEW PARK.
 KY3076'
 KY3076'TEMPORARY MARK IS A STANDARD TABLET SET IN A 4-INCH IRON PIPE
 KY3076'FILLED WITH CONCRETE.
 KY3076'
 KY3076'REACHED BY PERRYSVILLE AVENUE N TO ENGINE HOUSE NEAR JUNCTION OF
 KY3076'PERRYSVILLE AVENUE AND EAST STREET.  TAKE PAVED STREET BEARING TO
 KY3076'RIGHT FROM PERRYSVILLE AVENUE TO TOP OF GRADE, THENCE TURN RIGHT
 KY3076'UP MONTANA AVENUE TO TANK HOUSE ON TOP OF GREENTREE HILL.  THE
 KY3076'CITY IS PLANNING ERECTION OF A LARGE RESERVOIR ON THIS HILL, AND
 KY3076'STATION WILL BE DESTROYED BY ITS CONSTRUCTION.
 KY3076'
 KY3076'HEIGHT OF SIGNAL ABOVE STATION MARK - 1.04 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3078 ***********************************************************************
 KY3078  DESIGNATION -  GREENTREE
 KY3078  PID         -  KY3078
 KY3078  STATE/COUNTY-  PA/ALLEGHENY
 KY3078  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY3078
 KY3078                         *CURRENT SURVEY CONTROL
 KY3078  ___________________________________________________________________
 KY3078* NAD 83(1992)-  40 29 38.50332(N)    080 01 09.04473(W)     ADJUSTED  
 KY3078* NAVD 88     -       415.     (meters)    1362.     (feet)  SCALED    
 KY3078  ___________________________________________________________________
 KY3078  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 KY3078  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KY3078
 KY3078  HORZ ORDER  -  SECOND
 KY3078
 KY3078.The horizontal coordinates were established by classical geodetic methods
 KY3078.and adjusted by the National Geodetic Survey in June 2002..
 KY3078
 KY3078.The orthometric height was scaled from a topographic map.
 KY3078
 KY3078.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3078
 KY3078.The geoid height was determined by GEOID03.
 KY3078
 KY3078;                    North         East     Units Scale Factor Converg.
 KY3078;SPC PA S     -   131,349.311   407,658.612   MT  0.99995979   -1 28 20.0
 KY3078;SPC PA S     -   430,935.20  1,337,459.96   sFT  0.99995979   -1 28 20.0
 KY3078;UTM  17      - 4,483,053.917   583,116.751   MT  0.99968504   +0 38 13.0
 KY3078
 KY3078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3078!SPC PA S     -   0.99994024  x   0.99995979  =   0.99990003
 KY3078!UTM  17      -   0.99994024  x   0.99968504  =   0.99962530
 KY3078
 KY3078:                Primary Azimuth Mark                     Grid Az
 KY3078:SPC PA S     -  UNION CHURCH UNITED PRESB CH             244 38 33.0
 KY3078:UTM  17      -  UNION CHURCH UNITED PRESB CH             242 32 00.0
 KY3078
 KY3078|---------------------------------------------------------------------|
 KY3078| PID    Reference Object                     Distance      Geod. Az  |
 KY3078|                                                           dddmmss.s |
 KY3078| KY3100 UNION CHURCH UNITED PRESB CH        APPROX.12.4 KM 2431013.0 |
 KY3078|---------------------------------------------------------------------|
 KY3078
 KY3078                          SUPERSEDED SURVEY CONTROL
 KY3078
 KY3078  NAD 83(1995)-  40 29 38.50397(N)    080 01 09.04587(W) AD(       ) 2
 KY3078  NAD 83(1986)-  40 29 38.50735(N)    080 01 09.05242(W) AD(       ) 2
 KY3078  NAD 27      -  40 29 38.26622(N)    080 01 09.86186(W) AD(       ) 2
 KY3078
 KY3078.Superseded values are not recommended for survey control.
 KY3078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3078.See file dsdata.txt to determine how the superseded data were derived.
 KY3078
 KY3078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE8311783054(NAD 83)
 KY3078_MARKER: DD = SURVEY DISK
 KY3078_SETTING: 0 = UNSPECIFIED SETTING
 KY3078_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3078
 KY3078  HISTORY     - Date     Condition        Report By
 KY3078  HISTORY     - 1900     MONUMENTED       USGS
 KY3078
 KY3078                          STATION DESCRIPTION
 KY3078
 KY3078'DESCRIBED BY US GEOLOGICAL SURVEY 1900 (DHB)
 KY3078'ON HIGHEST POINT OF GREENTREE HILL, IN EXTREME NW. PART OF
 KY3078'ALLEGHENY CITY, ON LAND BELONGING TO CITY.  SUMMIT OF HILL IS
 KY3078'COVERED WITH LOCUST BUSHES 15 TO 18 FT HIGH.
 KY3078'
 KY3078'STATION MARK--  A SANDSTONE POST 38 BY 8 BY 8-IN., SET 34 IN. IN
 KY3078'GROUND, IN CENTER OF TOP OF WHICH IS CEMENTED A STANDARD DISK
 KY3078'MARKED---U S GEOLOGICAL SURVEY-PENNSYLVANIA---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3070 ***********************************************************************
 KY3070  DESIGNATION -  GREENTREE S PITTSBURGH TANK
 KY3070  PID         -  KY3070
 KY3070  STATE/COUNTY-  PA/ALLEGHENY
 KY3070  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY3070
 KY3070                         *CURRENT SURVEY CONTROL
 KY3070  ___________________________________________________________________
 KY3070* NAD 83(1992)-  40 25 12.54507(N)    080 02 51.00613(W)     ADJUSTED  
 KY3070* NAVD 88     -                                                        
 KY3070  ___________________________________________________________________
 KY3070  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 KY3070  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KY3070
 KY3070  HORZ ORDER  -  THIRD
 KY3070
 KY3070.The horizontal coordinates were established by classical geodetic methods
 KY3070.and adjusted by the National Geodetic Survey in June 2002..
 KY3070
 KY3070
 KY3070.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3070
 KY3070.The geoid height was determined by GEOID03.
 KY3070
 KY3070;                    North         East     Units Scale Factor Converg.
 KY3070;SPC PA S     -   123,210.903   405,045.063   MT  0.99995964   -1 29 26.2
 KY3070;SPC PA S     -   404,234.44  1,328,885.34   sFT  0.99995964   -1 29 26.2
 KY3070;UTM  17      - 4,474,827.131   580,805.068   MT  0.99968037   +0 37 03.4
 KY3070
 KY3070                          SUPERSEDED SURVEY CONTROL
 KY3070
 KY3070  NAD 83(1995)-  40 25 12.54579(N)    080 02 51.00797(W) AD(       ) 4
 KY3070  NAD 83(1986)-  40 25 12.54942(N)    080 02 51.01543(W) AD(       ) 4
 KY3070  NAD 27      -  40 25 12.30500(N)    080 02 51.81900(W) AD(       ) 3
 KY3070
 KY3070.Superseded values are not recommended for survey control.
 KY3070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3070.See file dsdata.txt to determine how the superseded data were derived.
 KY3070
 KY3070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE8080574827(NAD 83)
 KY3070_MARKER: 53 = ELEVATED TANK
 KY3070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3070+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2004
 KY3070
 KY3070  HISTORY     - Date     Condition        Report By
 KY3070  HISTORY     - 1958     FIRST OBSERVED   CGS
 KY3070  HISTORY     - 1971     GOOD             NGS
 KY3070  HISTORY     - 20040521 GOOD             USPSQD
 KY3070
 KY3070                          STATION DESCRIPTION
 KY3070
 KY3070'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KY3070'THE STATION IS THE VENT STACK ATOP A WATER TANK WHICH IS LOCATED
 KY3070'ALONG THE NORTHWEST SIDE OF THE GREENTREE ROAD IN GREENTREE.
 KY3070'
 KY3070'THE TANK IS A LARGE, OVAL SHAPED, SILVER, 14 LEGGED STEEL
 KY3070'STRUCTURE WHICH IS 150 FEET IN HEIGHT.
 KY3070
 KY3070                          STATION RECOVERY (1971)
 KY3070
 KY3070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMR)
 KY3070'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION IS
 KY3070'ADEQUATE.
 KY3070'
 KY3070'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-AT GREENTREE.
 KY3070
 KY3070                          STATION RECOVERY (2004)
 KY3070
 KY3070'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 KY3070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0324 ***********************************************************************
 MB0324  DESIGNATION -  GREENVILLE
 MB0324  PID         -  MB0324
 MB0324  STATE/COUNTY-  PA/MERCER
 MB0324  USGS QUAD   -  GREENVILLE WEST (1990)
 MB0324
 MB0324                         *CURRENT SURVEY CONTROL
 MB0324  ___________________________________________________________________
 MB0324* NAD 83(1986)-  41 24 21.     (N)    080 23 11.     (W)     SCALED    
 MB0324* NAVD 88     -       295.196  (meters)     968.49   (feet)  ADJUSTED  
 MB0324  ___________________________________________________________________
 MB0324  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB0324  DYNAMIC HT  -         295.073 (meters)     968.09  (feet)  COMP
 MB0324  MODELED GRAV-     980,198.1   (mgal)                       NAVD 88
 MB0324
 MB0324  VERT ORDER  -  SECOND    CLASS 0
 MB0324
 MB0324.The horizontal coordinates were scaled from a topographic map and have
 MB0324.an estimated accuracy of +/- 6 seconds.
 MB0324
 MB0324.The orthometric height was determined by differential leveling
 MB0324.and adjusted by the National Geodetic Survey in June 1991..
 MB0324
 MB0324.The geoid height was determined by GEOID03.
 MB0324
 MB0324.The dynamic height is computed by dividing the NAVD 88
 MB0324.geopotential number by the normal gravity value computed on the
 MB0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0324.degrees latitude (g = 980.6199 gals.).
 MB0324
 MB0324.The modeled gravity was interpolated from observed gravity values.
 MB0324
 MB0324;                    North         East    Units  Estimated Accuracy
 MB0324;SPC PA N     -   140,970.      379,600.      MT  (+/- 180 meters Scaled)
 MB0324
 MB0324                          SUPERSEDED SURVEY CONTROL
 MB0324
 MB0324  NGVD 29 (??/??/92)  295.373  (m)          969.07   (f) ADJ UNCH    2 0
 MB0324
 MB0324.Superseded values are not recommended for survey control.
 MB0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0324.See file dsdata.txt to determine how the superseded data were derived.
 MB0324
 MB0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF512839(NAD 83)
 MB0324_MARKER: DB = BENCH MARK DISK
 MB0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0324_STAMPING: GREENVILLE 1935
 MB0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0324+STABILITY: SURFACE MOTION
 MB0324
 MB0324  HISTORY     - Date     Condition        Report By
 MB0324  HISTORY     - 1935     MONUMENTED       CGS
 MB0324  HISTORY     - 1944     MARK NOT FOUND   NGS
 MB0324
 MB0324                          STATION DESCRIPTION
 MB0324
 MB0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 MB0324'AT GREENVILLE.
 MB0324'AT GREENVILLE, 80 FEET SOUTH OF THE CENTERLINE OF MAIN STREET,
 MB0324'AT THE CENTER OF THE CITY PARK, OPPOSITE PENN HIGH SCHOOL, AND
 MB0324'AT THE CENTER OF A CIRCULAR FLOWER GARDEN.  A STANDARD DISK,
 MB0324'STAMPED GREENVILLE 1935 AND SET IN THE TOP OF A CONCRETE POST
 MB0324'FLUSH WITH THE GROUND.  NOTE-- IT WAS REPORTED IN SEPT. 1944
 MB0324'THAT A SOLDIERS MEMORIAL HAS BEEN PLACED ON OR OVER THIS BENCH
 MB0324'MARK AND IT IS NOT VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1951 ***********************************************************************
 MB1951  DESIGNATION -  GREENVILLE COUNTRY CLUB TANK
 MB1951  PID         -  MB1951
 MB1951  STATE/COUNTY-  PA/MERCER
 MB1951  USGS QUAD   -  GREENVILLE EAST (1970)
 MB1951
 MB1951                         *CURRENT SURVEY CONTROL
 MB1951  ___________________________________________________________________
 MB1951* NAD 83(1992)-  41 23 03.03809(N)    080 22 01.18550(W)     ADJUSTED  
 MB1951* NAVD 88     -                                                        
 MB1951  ___________________________________________________________________
 MB1951  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 MB1951  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MB1951
 MB1951  HORZ ORDER  -  THIRD
 MB1951
 MB1951.The horizontal coordinates were established by classical geodetic methods
 MB1951.and adjusted by the National Geodetic Survey in June 2002..
 MB1951
 MB1951
 MB1951.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1951
 MB1951.The geoid height was determined by GEOID03.
 MB1951
 MB1951;                    North         East     Units Scale Factor Converg.
 MB1951;SPC PA N     -   138,515.848   381,144.706   MT  0.99995701   -1 43 52.5
 MB1951;SPC PA N     -   454,447.41  1,250,472.26   sFT  0.99995701   -1 43 52.5
 MB1951;UTM  17      - 4,581,599.096   552,926.432   MT  0.99963447   +0 25 06.6
 MB1951
 MB1951                          SUPERSEDED SURVEY CONTROL
 MB1951
 MB1951  NAD 83(1995)-  41 23 03.03882(N)    080 22 01.18695(W) AD(       ) 4
 MB1951  NAD 83(1986)-  41 23 03.04268(N)    080 22 01.18770(W) AD(       ) 4
 MB1951  NAD 27      -  41 23 02.84300(N)    080 22 01.95300(W) AD(       ) 3
 MB1951
 MB1951.Superseded values are not recommended for survey control.
 MB1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1951.See file dsdata.txt to determine how the superseded data were derived.
 MB1951
 MB1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF5292681599(NAD 83)
 MB1951
 MB1951  HISTORY     - Date     Condition        Report By
 MB1951  HISTORY     - UNK      MONUMENTED
 MB1951  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MB1951  HISTORY     - 19960926 MARK NOT FOUND   USPSQD
 MB1951
 MB1951                          STATION DESCRIPTION
 MB1951
 MB1951'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCE)
 MB1951'THERE IS NO PREVIOUS DESCRIPTION OF THIS STATION, A COMPLETE
 MB1951'DESCRIPTION FOLLOWS- LOCATED ABOUT 1.8 MILES SOUTHEAST OF
 MB1951'GREENVILLE, ABOUT 200 FEET SOUTHWEST OF PENNSYLVANIA STATE HIGHWAY
 MB1951'58, AND ON THE GROUNDS OF THE GREENVILLE COUNTRY CLUB.  IT
 MB1951'IS OF STEEL STRUCTURE, ABOUT 125 HIGH, AND HAS A BALL ON TOP ABOUT
 MB1951'12-INCHES IN DIAMETER.  THE ENTIRE STRUCTURE IS PAINTED
 MB1951'SILVER.
 MB1951
 MB1951                          STATION RECOVERY (1996)
 MB1951
 MB1951'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB1951'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1969 ***********************************************************************
 MB1969  DESIGNATION -  GREENVILLE PA POWER CO STACK
 MB1969  PID         -  MB1969
 MB1969  STATE/COUNTY-  PA/MERCER
 MB1969  USGS QUAD   -  GREENVILLE WEST (1990)
 MB1969
 MB1969                         *CURRENT SURVEY CONTROL
 MB1969  ___________________________________________________________________
 MB1969* NAD 83(1992)-  41 24 23.89856(N)    080 23 26.15887(W)     ADJUSTED  
 MB1969* NAVD 88     -                                                        
 MB1969  ___________________________________________________________________
 MB1969  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 MB1969  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MB1969
 MB1969  HORZ ORDER  -  THIRD
 MB1969
 MB1969.The horizontal coordinates were established by classical geodetic methods
 MB1969.and adjusted by the National Geodetic Survey in June 2002..
 MB1969
 MB1969
 MB1969.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1969
 MB1969.The geoid height was determined by GEOID03.
 MB1969
 MB1969;                    North         East     Units Scale Factor Converg.
 MB1969;SPC PA N     -   141,069.075   379,247.414   MT  0.99995686   -1 44 48.7
 MB1969;SPC PA N     -   462,824.12  1,244,247.56   sFT  0.99995686   -1 44 48.7
 MB1969;UTM  17      - 4,584,078.550   550,935.341   MT  0.99963193   +0 24 11.0
 MB1969
 MB1969                          SUPERSEDED SURVEY CONTROL
 MB1969
 MB1969  NAD 83(1995)-  41 24 23.89910(N)    080 23 26.16046(W) AD(       ) 4
 MB1969  NAD 83(1986)-  41 24 23.90296(N)    080 23 26.16086(W) AD(       ) 4
 MB1969  NAD 27      -  41 24 23.70000(N)    080 23 26.92000(W) AD(       ) 3
 MB1969
 MB1969.Superseded values are not recommended for survey control.
 MB1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1969.See file dsdata.txt to determine how the superseded data were derived.
 MB1969
 MB1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF5093584079(NAD 83)
 MB1969
 MB1969  HISTORY     - Date     Condition        Report By
 MB1969  HISTORY     - UNK      MONUMENTED
 MB1969  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MB1969
 MB1969                          STATION DESCRIPTION
 MB1969
 MB1969'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCE)
 MB1969'THE POWER PLANT IS NO LONGER IN OPERATION AND THE STACK WAS TORN DOWN
 MB1969'ABOUT 1957, ACCORDING TO LOCAL INFORMATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2929 ***********************************************************************
 KW2929  DESIGNATION -  GREENWOOD
 KW2929  PID         -  KW2929
 KW2929  STATE/COUNTY-  PA/HUNTINGDON
 KW2929  USGS QUAD   -  BARRVILLE (1998)
 KW2929
 KW2929                         *CURRENT SURVEY CONTROL
 KW2929  ___________________________________________________________________
 KW2929* NAD 83(1992)-  40 40 53.24881(N)    077 44 19.67695(W)     ADJUSTED  
 KW2929* NAVD 88     -       727.     (meters)    2385.     (feet)  SCALED    
 KW2929  ___________________________________________________________________
 KW2929  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 KW2929  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KW2929
 KW2929  HORZ ORDER  -  FIRST
 KW2929
 KW2929.The horizontal coordinates were established by classical geodetic methods
 KW2929.and adjusted by the National Geodetic Survey in June 2002..
 KW2929
 KW2929.The orthometric height was scaled from a topographic map.
 KW2929
 KW2929.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2929
 KW2929.The geoid height was determined by GEOID03.
 KW2929
 KW2929;                    North         East     Units Scale Factor Converg.
 KW2929;SPC PA S     -   149,690.598   600,946.877   MT  0.99996759   +0 00 26.2
 KW2929;SPC PA S     -   491,109.90  1,971,606.55   sFT  0.99996759   +0 00 26.2
 KW2929;SPC PA N     -    57,170.167   600,946.944   MT  1.00003871   +0 00 26.7
 KW2929;SPC PA N     -   187,565.79  1,971,606.77   sFT  1.00003871   +0 00 26.7
 KW2929;UTM  18      - 4,507,004.345   268,544.036   MT  1.00025945   -1 47 09.9
 KW2929
 KW2929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2929!SPC PA S     -   0.99989124  x   0.99996759  =   0.99985884
 KW2929!SPC PA N     -   0.99989124  x   1.00003871  =   0.99992995
 KW2929!UTM  18      -   0.99989124  x   1.00025945  =   1.00015067
 KW2929
 KW2929|---------------------------------------------------------------------|
 KW2929| PID    Reference Object                     Distance      Geod. Az  |
 KW2929|                                                           dddmmss.s |
 KW2929| CJ9900 GREENWOOD RM 2                       36.637 METERS 01611     |
 KW2929| KW2930 GREENWOOD FIRE TOWER                 22.553 METERS 07336     |
 KW2929| CJ9899 GREENWOOD RM 1                       19.501 METERS 07816     |
 KW2929| KW2934 TUSSEY                              APPROX.13.0 KM 2895929.4 |
 KW2929|---------------------------------------------------------------------|
 KW2929
 KW2929                          SUPERSEDED SURVEY CONTROL
 KW2929
 KW2929  NAD 83(1986)-  40 40 53.24692(N)    077 44 19.68032(W) AD(       ) 1
 KW2929  NAD 27      -  40 40 53.01100(N)    077 44 20.69600(W) AD(       ) 1
 KW2929
 KW2929.Superseded values are not recommended for survey control.
 KW2929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2929.See file dsdata.txt to determine how the superseded data were derived.
 KW2929
 KW2929_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL6854407004(NAD 83)
 KW2929_MARKER: DS = TRIANGULATION STATION DISK
 KW2929_SETTING: 80 = SET IN A BOULDER
 KW2929_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KW2929
 KW2929  HISTORY     - Date     Condition        Report By
 KW2929  HISTORY     - 1935     MONUMENTED       CGS
 KW2929
 KW2929                          STATION DESCRIPTION
 KW2929
 KW2929'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KW2929'THIS FIRST-ORDER STATION IS LOCATED AT THE SITE OF GREENWOOD FIRE
 KW2929'LOOKOUT TOWER ON HIGHEST POINT OF BROAD MOUNTAIN, ABOUT 5-1/2
 KW2929'MILES, AIRLINE, NNW OF BELLEVILLE, 9 MILES, AIRLINE, WSW OF MILROY.
 KW2929'IT IS 74 FEET WNW FROM THE FIRE TOWER, 37.5 FEET WNW FROM THE CENTER
 KW2929'LINE OF THE ROAD, AND 121.5 FEET S FROM THE SW CORNER OF THE RANGERS
 KW2929'CABIN.
 KW2929'
 KW2929'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN DRILL HOLE, SET IN A
 KW2929'4-FOOT SQUARE BOULDER PROJECTING 4 INCHES.
 KW2929'
 KW2929'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN DRILL HOLE, IS
 KW2929'63.98 FEET (19.500 METERS) E FROM THE STATION IN THE SW ANCHOR OF
 KW2929'THE FIRE TOWER.
 KW2929'
 KW2929'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN DRILL HOLE, IS
 KW2929'120.20 FEET (36.636 METERS) N FROM THE STATION IN THE S EDGE OF THE
 KW2929'PORCH OF THE RANGERS CABIN.
 KW2929'
 KW2929'TO REACH STATION FROM LEWISTOWN, TAKE ROUTE 322 TO REEDSVILLE, FROM
 KW2929'HERE TAKE ROUTE 76 TO BELLEVILLE, TURN RIGHT ON ROUTE 305, AND
 KW2929'GO 5.1 MILES TO GRAVEL ROAD ON RIGHT.  TURN RIGHT AND FOLLOW MAIN
 KW2929'ROAD 6.0 MILES TO GREENWOOD FIRE TOWER AND STATION SITE.
 KW2929'
 KW2929'A 100-FOOT TOWER REQUIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2930 ***********************************************************************
 KW2930  DESIGNATION -  GREENWOOD FIRE TOWER
 KW2930  PID         -  KW2930
 KW2930  STATE/COUNTY-  PA/HUNTINGDON
 KW2930  USGS QUAD   -  BARRVILLE (1998)
 KW2930
 KW2930                         *CURRENT SURVEY CONTROL
 KW2930  ___________________________________________________________________
 KW2930* NAD 83(1992)-  40 40 53.45532(N)    077 44 18.75565(W)     ADJUSTED  
 KW2930* NAVD 88     -                                                        
 KW2930  ___________________________________________________________________
 KW2930  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 KW2930  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KW2930
 KW2930  HORZ ORDER  -  THIRD
 KW2930
 KW2930.The horizontal coordinates were established by classical geodetic methods
 KW2930.and adjusted by the National Geodetic Survey in June 2002..
 KW2930
 KW2930
 KW2930.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2930
 KW2930.The geoid height was determined by GEOID03.
 KW2930
 KW2930;                    North         East     Units Scale Factor Converg.
 KW2930;SPC PA S     -   149,696.971   600,968.510   MT  0.99996759   +0 00 26.8
 KW2930;SPC PA S     -   491,130.81  1,971,677.52   sFT  0.99996759   +0 00 26.8
 KW2930;SPC PA N     -    57,176.540   600,968.579   MT  1.00003870   +0 00 27.3
 KW2930;SPC PA N     -   187,586.70  1,971,677.75   sFT  1.00003870   +0 00 27.3
 KW2930;UTM  18      - 4,507,010.039   268,565.865   MT  1.00025932   -1 47 09.3
 KW2930
 KW2930                          SUPERSEDED SURVEY CONTROL
 KW2930
 KW2930  NAD 83(1986)-  40 40 53.45347(N)    077 44 18.75901(W) AD(       ) 4
 KW2930  NAD 27      -  40 40 53.21700(N)    077 44 19.77400(W) AD(       ) 3
 KW2930
 KW2930.Superseded values are not recommended for survey control.
 KW2930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2930.See file dsdata.txt to determine how the superseded data were derived.
 KW2930
 KW2930_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL6856607010(NAD 83)
 KW2930_MARKER: 57 = LOOKOUT TOWER
 KW2930
 KW2930  HISTORY     - Date     Condition        Report By
 KW2930  HISTORY     - 1935     FIRST OBSERVED   CGS
 KW2930  HISTORY     - 1979     GOOD             NGS
 KW2930
 KW2930                          STATION DESCRIPTION
 KW2930
 KW2930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (EEE)
 KW2930'RECOVERED IN GOOD CONDITION.
 KW2930'
 KW2930'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MILES NNW OF
 KW2930'BELLEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0926 ***********************************************************************
 LZ0926  DESIGNATION -  GREY RUN PADH
 LZ0926  PID         -  LZ0926
 LZ0926  STATE/COUNTY-  PA/LYCOMING
 LZ0926  USGS QUAD   -  TROUT RUN (1973)
 LZ0926
 LZ0926                         *CURRENT SURVEY CONTROL
 LZ0926  ___________________________________________________________________
 LZ0926* NAD 83(1986)-  41 25 18.     (N)    077 01 33.     (W)     SCALED    
 LZ0926* NAVD 88     -       219.074  (meters)     718.75   (feet)  ADJUSTED  
 LZ0926  ___________________________________________________________________
 LZ0926  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 LZ0926  DYNAMIC HT  -         218.979 (meters)     718.43  (feet)  COMP
 LZ0926  MODELED GRAV-     980,182.6   (mgal)                       NAVD 88
 LZ0926
 LZ0926  VERT ORDER  -  FIRST     CLASS II
 LZ0926
 LZ0926.The horizontal coordinates were scaled from a topographic map and have
 LZ0926.an estimated accuracy of +/- 6 seconds.
 LZ0926
 LZ0926.The orthometric height was determined by differential leveling
 LZ0926.and adjusted by the National Geodetic Survey in June 1991..
 LZ0926
 LZ0926.The geoid height was determined by GEOID03.
 LZ0926
 LZ0926.The dynamic height is computed by dividing the NAVD 88
 LZ0926.geopotential number by the normal gravity value computed on the
 LZ0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0926.degrees latitude (g = 980.6199 gals.).
 LZ0926
 LZ0926.The modeled gravity was interpolated from observed gravity values.
 LZ0926
 LZ0926;                    North         East    Units  Estimated Accuracy
 LZ0926;SPC PA N     -   139,630.      660,540.      MT  (+/- 180 meters Scaled)
 LZ0926
 LZ0926                          SUPERSEDED SURVEY CONTROL
 LZ0926
 LZ0926  NGVD 29 (??/??/92)  219.033  (m)          718.61   (f) ADJ UNCH    1 2
 LZ0926
 LZ0926.Superseded values are not recommended for survey control.
 LZ0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0926.See file dsdata.txt to determine how the superseded data were derived.
 LZ0926
 LZ0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL307875(NAD 83)
 LZ0926_MARKER: DD = SURVEY DISK
 LZ0926_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0926_SP_SET: BRIDGE SEAT
 LZ0926_MARK LOGO: PADH  
 LZ0926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0926
 LZ0926  HISTORY     - Date     Condition        Report By
 LZ0926  HISTORY     - UNK      MONUMENTED       PADH
 LZ0926  HISTORY     - 1935     GOOD             NGS
 LZ0926  HISTORY     - 1983     GOOD             NGS
 LZ0926
 LZ0926                          STATION DESCRIPTION
 LZ0926
 LZ0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LZ0926'3 MI S FROM TROUT RUN.
 LZ0926'ABOUT 3.0 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM TROUT
 LZ0926'RUN, LYCOMING COUNTY, ABOUT 3,320 FEET NORTH OF MILEPOST 15, AT
 LZ0926'HIGHWAY STATION 8/86.08, AT STATE HIGHWAY 111 BRIDGE OVER GREY
 LZ0926'RUN, IN THE TOP OF THE SOUTHEAST BRIDGE SEAT, ABOUT 60 FEET
 LZ0926'WEST OF THE CENTER LINE OF THE TRACK, 12 FEET EAST OF THE
 LZ0926'CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE
 LZ0926'TOP OF THE RAIL.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD
 LZ0926'DISK.
 LZ0926
 LZ0926                          STATION RECOVERY (1983)
 LZ0926
 LZ0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LZ0926'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  5.1 KM
 LZ0926'(3.2 MI) NORTH ALONG STATE HIGHWAY 14 FROM THE BRIDGE OVER TROUT RUN
 LZ0926'CREEK IN TROUT RUN, TO THE MARK ON THE RIGHT IN THE SOUTHEAST WINGWALL
 LZ0926'OF BRIDGE OVER GREYS RUN, 3.6 METERS (12.0 FT) SOUTH OF THE CENTERLINE
 LZ0926'OF STATE HIGHWAY 14.
 LZ0926'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3049 ***********************************************************************
 KY3049  DESIGNATION -  GRINGO
 KY3049  PID         -  KY3049
 KY3049  STATE/COUNTY-  PA/BEAVER
 KY3049  USGS QUAD   -  ALIQUIPPA (1990)
 KY3049
 KY3049                         *CURRENT SURVEY CONTROL
 KY3049  ___________________________________________________________________
 KY3049* NAD 83(1992)-  40 33 57.70216(N)    080 16 36.22869(W)     ADJUSTED  
 KY3049* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 KY3049  ___________________________________________________________________
 KY3049  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 KY3049  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 KY3049
 KY3049  HORZ ORDER  -  FIRST
 KY3049
 KY3049.The horizontal coordinates were established by classical geodetic methods
 KY3049.and adjusted by the National Geodetic Survey in June 2002..
 KY3049
 KY3049.The orthometric height was scaled from a topographic map.
 KY3049
 KY3049.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3049
 KY3049.The geoid height was determined by GEOID03.
 KY3049
 KY3049;                    North         East     Units Scale Factor Converg.
 KY3049;SPC PA S     -   139,933.686   386,062.295   MT  0.99996152   -1 38 21.6
 KY3049;SPC PA S     -   459,099.10  1,266,606.05   sFT  0.99996152   -1 38 21.6
 KY3049;UTM  17      - 4,490,835.231   561,225.567   MT  0.99964614   +0 28 13.3
 KY3049
 KY3049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3049!SPC PA S     -   0.99994326  x   0.99996152  =   0.99990478
 KY3049!UTM  17      -   0.99994326  x   0.99964614  =   0.99958942
 KY3049
 KY3049|---------------------------------------------------------------------|
 KY3049| PID    Reference Object                     Distance      Geod. Az  |
 KY3049|                                                           dddmmss.s |
 KY3049| CX4628 GRINGO RM 1                          18.400 METERS 01809     |
 KY3049| CX4629 GRINGO RM 2                          25.045 METERS 14243     |
 KY3049| KY3052 DAWSON                              APPROX.18.7 KM 3251756.9 |
 KY3049|---------------------------------------------------------------------|
 KY3049
 KY3049                          SUPERSEDED SURVEY CONTROL
 KY3049
 KY3049  NAD 83(1995)-  40 33 57.70270(N)    080 16 36.22925(W) AD(       ) 1
 KY3049  NAD 83(1986)-  40 33 57.70708(N)    080 16 36.23749(W) AD(       ) 1
 KY3049  NAD 27      -  40 33 57.45800(N)    080 16 37.01300(W) AD(       ) 1
 KY3049
 KY3049.Superseded values are not recommended for survey control.
 KY3049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3049.See file dsdata.txt to determine how the superseded data were derived.
 KY3049
 KY3049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE6122690835(NAD 83)
 KY3049_MARKER: DS = TRIANGULATION STATION DISK
 KY3049_SETTING: 0 = UNSPECIFIED SETTING
 KY3049
 KY3049  HISTORY     - Date     Condition        Report By
 KY3049  HISTORY     - 1928     MONUMENTED       CGS
 KY3049  HISTORY     - 1934     GOOD             PAGS
 KY3049  HISTORY     - 1948     GOOD             USGS
 KY3049  HISTORY     - 1958     SEE DESCRIPTION  CGS
 KY3049  HISTORY     - 1961     SEE DESCRIPTION  CGS
 KY3049  HISTORY     - 1962     SEE DESCRIPTION  USGS
 KY3049
 KY3049                          STATION DESCRIPTION
 KY3049
 KY3049'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 KY3049'STATION IS ABOUT 3 MILES SW OF AMBRIDGE, 6 MILES NW OF CARNOT AND
 KY3049'0.3 MILE N OF THE VILLAGE OF GRINGO, ON HIGHEST HILL IN THE VICINITY.
 KY3049'
 KY3049'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 KY3049'CONCRETE 4 INCHES ABOVE GROUND.
 KY3049'
 KY3049'FROM GRINGO, LEAVE PAVEMENT, TAKING DRIVEWAY LEADING TO A WHITE
 KY3049'HOUSE ON HILL ABOUT 200 YARDS DISTANT.  TURN RIGHT, FOLLOW LANE
 KY3049'ACROSS PASTURE TO STATION ON TOP OF HILL.  HERE ARE SEVERAL OLD
 KY3049'DERRICKS ON THE HILLSIDE.
 KY3049'
 KY3049'HEIGHT OF LIGHT ABOVE STATION MARK 3.25 FEET.
 KY3049
 KY3049                          STATION RECOVERY (1934)
 KY3049
 KY3049'RECOVERY NOTE BY PENNSYLVANIA GEODETIC SURVEY 1934
 KY3049'STATION WAS FOUND EXACTLY AS DESCRIBED.  NO ANGLES OR DISTANCES
 KY3049'WERE CHECKED BUT IT WAS LEARNED THAT THE PROPERTY BELONGS TO I.H.
 KY3049'AARON, MCKEESPORT, PENNSYLVANIA.
 KY3049
 KY3049                          STATION RECOVERY (1948)
 KY3049
 KY3049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 KY3049'STATION AND REFERENCE MARKS ARE IN GOOD CONDITION.
 KY3049
 KY3049                          STATION RECOVERY (1958)
 KY3049
 KY3049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 KY3049'REFERENCE MARK 2 WAS RECOVERED AS ORIGINALLY DESCRIBED AND FOUND
 KY3049'IN GOOD CONDITION.
 KY3049'
 KY3049'REFERENCE MARK 1 NO LONGER EXISTS.
 KY3049'
 KY3049'THE STATION MARK HAS BEEN UPROOTED BY GRADING ON THE HILL TOP AND
 KY3049'IS NOW LYING ON ITS SIDE.
 KY3049
 KY3049                          STATION RECOVERY (1961)
 KY3049
 KY3049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JPP)
 KY3049'THE STATION IS DESTROYED.  IT WAS FOUND OUT OF THE GROUND ON ITS
 KY3049'SIDE, AND NO REFERENCE MARKS COULD BE LOCATED - PROBABLY BECAUSE
 KY3049'OF EARTHWORK.
 KY3049
 KY3049                          STATION RECOVERY (1962)
 KY3049
 KY3049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 KY3049'STATION WAS MOVED FROM ITS POSITION DURING STRIP MINING
 KY3049'OPERATIONS IN THE AREA.  TABLET WAS FOUND PARTLY UPRIGHT AND IN
 KY3049'GOOD CONDITION IN ITS APPROXIMATE POSITION.
 KY3049'
 KY3049'ONE REFERENCE MARK HAS BEEN DESTROYED, THE OTHER IS BURIED IN ITS
 KY3049'ORIGINAL POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2334 ***********************************************************************
 KX2334  DESIGNATION -  GRIP
 KX2334  PID         -  KX2334
 KX2334  STATE/COUNTY-  PA/INDIANA
 KX2334  USGS QUAD   -  BARNESBORO (1984)
 KX2334
 KX2334                         *CURRENT SURVEY CONTROL
 KX2334  ___________________________________________________________________
 KX2334* NAD 83(1992)-  40 39 32.07718(N)    078 50 17.16130(W)     ADJUSTED  
 KX2334* NAVD 88     -       626.9    (meters)    2057.     (feet)  VERTCON   
 KX2334  ___________________________________________________________________
 KX2334  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 KX2334  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KX2334
 KX2334  HORZ ORDER  -  FIRST
 KX2334
 KX2334.The horizontal coordinates were established by classical geodetic methods
 KX2334.and adjusted by the National Geodetic Survey in June 2002..
 KX2334
 KX2334.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2334
 KX2334.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2334
 KX2334.The geoid height was determined by GEOID03.
 KX2334
 KX2334;                    North         East     Units Scale Factor Converg.
 KX2334;SPC PA S     -   147,753.616   507,987.611   MT  0.99996609   -0 42 21.4
 KX2334;SPC PA S     -   484,754.99  1,666,622.69   sFT  0.99996609   -0 42 21.4
 KX2334;UTM  17      - 4,503,141.114   682,759.774   MT  1.00001114   +1 24 32.3
 KX2334
 KX2334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2334!SPC PA S     -   0.99990677  x   0.99996609  =   0.99987286
 KX2334!UTM  17      -   0.99990677  x   1.00001114  =   0.99991791
 KX2334
 KX2334|---------------------------------------------------------------------|
 KX2334| PID    Reference Object                     Distance      Geod. Az  |
 KX2334|                                                           dddmmss.s |
 KX2334| CJ9903 GRIP RM 1                            24.863 METERS 04601     |
 KX2334| CJ9906 GRIP RM 4                            32.269 METERS 06833     |
 KX2334| KX2330 BARNESBORO RADIO STA WNNC MAST      APPROX. 8.4 KM 0763855.0 |
 KX2334| CJ9902 GRIP AZ MK 2                                       1173323.7 |
 KX2334| CJ9901 GRIP AZ MK                                         1184213.4 |
 KX2334| CJ9904 GRIP RM 2                            32.144 METERS 12333     |
 KX2334| KX1945 CHESTNUT RIDGE MICROWAVE TOWER      APPROX.17.9 KM 2503300.6 |
 KX2334| CJ9905 GRIP RM 3                            33.256 METERS 34945     |
 KX2334|---------------------------------------------------------------------|
 KX2334
 KX2334                          SUPERSEDED SURVEY CONTROL
 KX2334
 KX2334  NAD 83(1986)-  40 39 32.08171(N)    078 50 17.16826(W) AD(       ) 1
 KX2334  NAD 27      -  40 39 31.84269(N)    078 50 18.05878(W) AD(       ) 1
 KX2334  NGVD 29 (07/19/86)  627.0    (m)         2057.     (f) VERT ANG       
 KX2334
 KX2334.Superseded values are not recommended for survey control.
 KX2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2334.See file dsdata.txt to determine how the superseded data were derived.
 KX2334
 KX2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF8276003141(NAD 83)
 KX2334_MARKER: DS = TRIANGULATION STATION DISK
 KX2334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2334_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KX2334
 KX2334  HISTORY     - Date     Condition        Report By
 KX2334  HISTORY     - 1933     MONUMENTED       CGS
 KX2334  HISTORY     - 1967     GOOD             CGS
 KX2334
 KX2334                          STATION DESCRIPTION
 KX2334
 KX2334'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KX2334'STATION IS LOCATED IN CHERRY HILL TOWNSHIP, ON HIGH HILL NEAR COUNTY
 KX2334'LINE ABOUT 3 MILES W OF BARNESBORO AND APPROXIMATELY 1/4
 KX2334'MILE W OF OLD GRIP POST OFFICE, ON PROPERTY OWNED BY MR. S.M. GOOD,
 KX2334'WHO LIVES ABOUT 1 MILE SW OF THE STATION IN A SMALL VILLAGE
 KX2334'LOCALLY KNOWN AS HANGTOWN.
 KX2334'
 KX2334'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 KX2334'DISKS SET IN CONCRETE.
 KX2334'
 KX2334'STATION MARK IS 69 FEET S OF THE CENTER LINE OF ROAD, 12 FEET W OF
 KX2334'CORNER OF GRAIN FIELD.  MARK PROJECTS 6 INCHES.
 KX2334'
 KX2334'REFERENCE MARK NO. 1 IS E OF THE STATION, 13 FEET N OF CENTER LINE OF
 KX2334'ROAD.  MARK PROJECTS 7 INCHES.  REFERENCE MARK NO. 2 IS E OF
 KX2334'STATION, 1 YARD W OF W EDGE OF CULTIVATED FIELD.  MARK PROJECTS 6
 KX2334'INCHES.
 KX2334'
 KX2334'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE E OF STATION, 14 FEET E OF
 KX2334'CENTER LINE OF ROAD, 14 YARDS S OF LARGEST TREE IN NEAR
 KX2334'VICINITY.  IT IS 24 YARDS S OF ROAD FORKS, IN LINE WITH SE CORNER OF
 KX2334'GRAIN FIELD AND STATION MARK.
 KX2334'
 KX2334'TO REACH FROM LARGE HIGH SCHOOL IN HIELWOOD, FOLLOW STATE HIGHWAY
 KX2334'480, 0.4 MILE TO A POINT WHERE STATE HIGHWAY 480 TURNS LEFT
 KX2334'AND A NEW CONCRETE ROAD CONTINUES STRAIGHT AHEAD, CONTINUE STRAIGHT
 KX2334'AHEAD ON THIS ROAD FOR 2.2 MILES, TURN LEFT ONTO A TARRED
 KX2334'ROAD JUST BEFORE REACHING A BRICK SCHOOLHOUSE ON RIGHT, FOLLOW THIS
 KX2334'TARRED ROAD FOR 1 MILE TO A T-INTERSECTION, TURN RIGHT STILL ON
 KX2334'TARRED ROAD FOR 2.6 MILES, TURN RIGHT ON DIRT ROAD AT OLD FRAME
 KX2334'SCHOOL BUILDING FOR 0.1 MILE TO CROSS ROAD, CONTINUE STRAIGHT
 KX2334'AHEAD FOR 1.0 MILE TO CROSS ROAD, FOLLOW STRAIGHT AHEAD UP
 KX2334'HILL FOR 0.25 MILE TO CREST OF HILL AND STATION.
 KX2334
 KX2334                          STATION RECOVERY (1967)
 KX2334
 KX2334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2334'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AS DESCRIBED AND
 KX2334'IN GOOD CONDITION.  THE AZIMUTH MARK AND REFERENCE MARK NO.
 KX2334'1 HAVE BEEN DESTROYED.  A NEW AZIMUTH MARK AND REFERENCE MARKS NO. 3
 KX2334'AND NO. 4 HAVE BEEN ESTABLISHED AT THIS TIME.  A NEW
 KX2334'DESCRIPTION FOLLOWS-
 KX2334'
 KX2334'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF NICKTOWN, 3 MILES
 KX2334'WEST OF BARNESBORO AND ON THE PROPERTY OF MR. HARRY
 KX2334'KARLINSEY.
 KX2334'
 KX2334'TO REACH FROM THE POST OFFICE IN NICKTOWN GO NORTHWEST ON STATE
 KX2334'HIGHWAY 553 FOR 1.4 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 KX2334'AND GO NORTH FOR 0.45 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO
 KX2334'NORTHWESTERLY FOR 1.2 MILES TO A FORK, KEEP THE RIGHT FORK AND
 KX2334'CONTINUE NORTHWESTERLY FOR 1.4 MILES TO A T-INTERSECTION, TURN RIGHT
 KX2334'AND GO EASTERLY FOR 0.3 MILE TO A GRAVEL SIDE ROAD RIGHT,
 KX2334'TURN RIGHT AND GO EAST ON THE GRAVEL ROAD FOR 0.2 MILE TO THE STATION
 KX2334'ON THE RIGHT AT A PILE OF BROKEN CONCRETE.
 KX2334'
 KX2334'THE STATION MARK IS 72 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER
 KX2334'OF THE GRAVEL ROAD, 49 FEET WEST OF THE PILE OF BROKEN CONCRETE
 KX2334'AND 10.3 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.  IT IS A
 KX2334'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 KX2334'PROJECTING 6 INCHES AND IS STAMPED GRIP 1933.
 KX2334'
 KX2334'REFERENCE MARK NO. 2 IS 110 FEET SOUTHEAST OF THE METAL WITNESS POST,
 KX2334'77 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF THE
 KX2334'GRAVEL ROAD AND 31 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A
 KX2334'TRACK ROAD.  IT IS A STANDARD DISK SET IN THE TOP OF A
 KX2334'ROUND CONCRETE MONUMENT PROJECTING 4 INCHES AND IS STAMPED GRIP NO 2
 KX2334'1933.
 KX2334'
 KX2334'REFERENCE MARK NO. 3 IS 99.6 FEET NORTH OF THE METAL WITNESS POST, 14
 KX2334'FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE GRAVEL ROAD
 KX2334'AND 2 FEET NORTHEAST OF THE WIRE FENCE.  IT IS A STANDARD DISK SET IN
 KX2334'THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 1 INCH
 KX2334'AND IS STAMPED GRIP 1933 NO 3 1967.
 KX2334'
 KX2334'REFERENCE MARK NO. 4 IS 100.6 FEET EAST OF THE METAL WITNESS POST, 14
 KX2334'FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE GRAVEL ROAD
 KX2334'AND 1 FOOT NORTHEAST OF THE WIRE FENCE.  IT IS A STANDARD DISK SET IN
 KX2334'THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 3 INCHES AND IS
 KX2334'STAMPED GRIP 1933 NO 4 1967.
 KX2334'
 KX2334'THE AZIMUTH MARK IS 21 FEET SOUTH OF AN OAK TREE 3 FEET IN DIAMETER,
 KX2334'15 FEET EAST-NORTHEAST OF THE APPROXIMATE CENTER OF THE
 KX2334'ROAD AND 2.2 FEET NORTHWEST OF A METAL WITNESS POST.  IT IS A
 KX2334'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 KX2334'PROJECTING 6 INCHES AND IS STAMPED GRIP AZ 2 1933 1967.
 KX2334'
 KX2334'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE EAST ON THE
 KX2334'GRAVEL ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT.
 KX2334'
 KX2334'HEIGHT OF LIGHT ABOVE STATION MARK 82.3 FEET.
 KX2334'
 KX2334'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4 MILES NW
 KX2334'OF NICKTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1956 ***********************************************************************
 MA1956  DESIGNATION -  GROCE
 MA1956  PID         -  MA1956
 MA1956  STATE/COUNTY-  PA/CLARION
 MA1956  USGS QUAD   -  CLARION (1981)
 MA1956
 MA1956                         *CURRENT SURVEY CONTROL
 MA1956  ___________________________________________________________________
 MA1956* NAD 83(1992)-  41 12 18.95473(N)    079 26 18.56773(W)     ADJUSTED  
 MA1956* NAVD 88     -       475.4    (meters)    1560.     (feet)  VERTCON   
 MA1956  ___________________________________________________________________
 MA1956  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 MA1956  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MA1956
 MA1956  HORZ ORDER  -  SECOND
 MA1956
 MA1956.The horizontal coordinates were established by classical geodetic methods
 MA1956.and adjusted by the National Geodetic Survey in June 2002..
 MA1956
 MA1956.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA1956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA1956
 MA1956.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1956
 MA1956.The geoid height was determined by GEOID03.
 MA1956
 MA1956;                    North         East     Units Scale Factor Converg.
 MA1956;SPC PA N     -   116,720.411   458,394.252   MT  0.99996366   -1 07 01.2
 MA1956;SPC PA N     -   382,940.22  1,503,915.14   sFT  0.99996366   -1 07 01.2
 MA1956;SPC PA S     -   209,214.687   458,382.217   MT  1.00004622   -1 05 43.7
 MA1956;SPC PA S     -   686,398.52  1,503,875.66   sFT  1.00004622   -1 05 43.7
 MA1956;UTM  17      - 4,562,719.236   630,919.204   MT  0.99981094   +1 01 43.7
 MA1956
 MA1956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1956!SPC PA N     -   0.99993060  x   0.99996366  =   0.99989427
 MA1956!SPC PA S     -   0.99993060  x   1.00004622  =   0.99997682
 MA1956!UTM  17      -   0.99993060  x   0.99981094  =   0.99974156
 MA1956
 MA1956|---------------------------------------------------------------------|
 MA1956| PID    Reference Object                     Distance      Geod. Az  |
 MA1956|                                                           dddmmss.s |
 MA1956| CX4630 GROCE RM 1                           14.070 METERS 01051     |
 MA1956| MA1959 CLARION CO CTHSE SPIRE              APPROX. 4.5 KM 0760132.6 |
 MA1956| MA1957 K                                    19.547 METERS 12520     |
 MA1956| MA1962 GROCE 2                             438.337 METERS 2783913.5 |
 MA1956| MA1961 GROCE 2 RM 3                        418.919 METERS 2850439.1 |
 MA1956|---------------------------------------------------------------------|
 MA1956
 MA1956                          SUPERSEDED SURVEY CONTROL
 MA1956
 MA1956  NAD 83(1986)-  41 12 18.95703(N)    079 26 18.56986(W) AD(       ) 2
 MA1956  NAD 27      -  41 12 18.72880(N)    079 26 19.41020(W) AD(       ) 2
 MA1956  NGVD 29 (07/19/86)  475.6    (m)         1560.     (f) VERT ANG       
 MA1956
 MA1956.Superseded values are not recommended for survey control.
 MA1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1956.See file dsdata.txt to determine how the superseded data were derived.
 MA1956
 MA1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF3091962719(NAD 83)
 MA1956_MARKER: Z = SEE DESCRIPTION
 MA1956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1956_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MA1956
 MA1956  HISTORY     - Date     Condition        Report By
 MA1956  HISTORY     - 1958     MONUMENTED       USE
 MA1956  HISTORY     - 1962     SEE DESCRIPTION  LOCENG
 MA1956  HISTORY     - 1979     GOOD             NGS
 MA1956
 MA1956                          STATION DESCRIPTION
 MA1956
 MA1956'DESCRIBED BY US ENGINEERS 1958 (JEG)
 MA1956'STATION IS LOCATED ON TOP OF A HIGH HILL WHICH HAS BEEN STRIP MINED
 MA1956'COMPLETLY AROUND ITS BASE.  IT IS ABOUT 2-1/2 MILES WEST
 MA1956'OF CLARION, 1 MILE NORTH OF THE CLARION RIVER, ON PROPERTY OWNED BY
 MA1956'MR. H.G. MURRAY.
 MA1956'
 MA1956'REACHED FROM THE POST OFFICE IN SHIPPSNVILLE BY GOING EAST ON U.S.
 MA1956'HIGHWAY 322 FOR 2.0 MILES, TURN RIGHT, SOUTH, AND FOLLOW A
 MA1956'MACADAM ROAD FOR 1.0 MILE, TURN LEFT, EAST, AND FOLLOW A GRAVELED
 MA1956'ROAD FOR 0.2 MILE TO A SPOIL BANK AREA, BEAR LEFT AND
 MA1956'CONTINUE FOR 0.05 MILE, END OF TRUCK TRAVEL.  PACK EAST, UPHILL TO
 MA1956'THE HIGHEST POINT OF THE HILL AND STATION MARK.
 MA1956'
 MA1956'STATION MARK IS A STANDARD USED MARK, STAMPED GROCE 1937, SET IN THE
 MA1956'TOP OF A 4 BY 4 INCH SQUARE CONCRETE MONUMENT WHICH
 MA1956'PROJECTS 8 INCHES.  A 4 INCH BY 4 INCH WHITE WITNESS POST WAS SET 4
 MA1956'FEET WEST OF THE MARK.
 MA1956'
 MA1956'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED GROCE USED NO 1
 MA1956'1958, CEMENTED IN THE TOP OF A TILE CYLINDER WHICH IS 3
 MA1956'INCHES IN CIRCUMFERENCE AND PROJECTING 4 INCHES.
 MA1956'
 MA1956'REFERENCE MARK NUMBER 2 IS A U.S. ENGINEER MARK, SCRIBED U.S. ENG K
 MA1956'1936.  IT IS A PUNCH MARK WITHIN A SCRIBED CIRCLE ON THE
 MA1956'TOP OF A 5 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 MA1956
 MA1956                          STATION RECOVERY (1962)
 MA1956
 MA1956'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1962
 MA1956'RECOVERED BY FOGO AND WARD.
 MA1956'
 MA1956'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD CONDITION.
 MA1956'REFERENCE MARK NO. 1 WAS NOT SEARCHED FOR.
 MA1956'
 MA1956'DESCRIPTION IS IN ERROR.  PRESENT DESCRIPTION READS IN PART- ...,
 MA1956'TURN RIGHT, SOUTH, AND FOLLOW A MACADAM ROAD FOR 1.0 MILE,
 MA1956'INSTEAD OF 1.0 MILE IT SHOULD READ 3.0 MILES.
 MA1956
 MA1956                          STATION RECOVERY (1979)
 MA1956
 MA1956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RGP)
 MA1956'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 MA1956'CONDITION.  A DIFFERENCE OF 3 MINUTES AND 13 SECONDS IN DIRECTION WAS
 MA1956'NOTED TO REFERENCE MARK ONE.  ALL OTHER OBSERVATIONS AND DISTANCED
 MA1956'CHECKED PREVIOUS DESCRIPTION.  THE STATION WAS FOUND TO BE IN DANGER
 MA1956'OF BEING DESTROYED BY A STRIP MINE.  STATION GROCE USE 2 WAS SET AT
 MA1956'THIS DATE, SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1962 ***********************************************************************
 MA1962  DESIGNATION -  GROCE 2
 MA1962  PID         -  MA1962
 MA1962  STATE/COUNTY-  PA/CLARION
 MA1962  USGS QUAD   -  CLARION (1981)
 MA1962
 MA1962                         *CURRENT SURVEY CONTROL
 MA1962  ___________________________________________________________________
 MA1962* NAD 83(1992)-  41 12 21.09223(N)    079 26 37.16789(W)     ADJUSTED  
 MA1962* NAVD 88     -       443.7    (meters)    1456.     (feet)  VERTCON   
 MA1962  ___________________________________________________________________
 MA1962  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 MA1962  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MA1962
 MA1962  HORZ ORDER  -  THIRD
 MA1962
 MA1962.The horizontal coordinates were established by classical geodetic methods
 MA1962.and adjusted by the National Geodetic Survey in June 2002..
 MA1962.No horizontal observational check was made to the station.
 MA1962
 MA1962.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA1962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA1962
 MA1962.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1962
 MA1962.The geoid height was determined by GEOID03.
 MA1962
 MA1962;                    North         East     Units Scale Factor Converg.
 MA1962;SPC PA N     -   116,794.797   457,962.288   MT  0.99996362   -1 07 13.5
 MA1962;SPC PA N     -   383,184.26  1,502,497.94   sFT  0.99996362   -1 07 13.5
 MA1962;UTM  17      - 4,562,777.387   630,484.826   MT  0.99980955   +1 01 31.5
 MA1962
 MA1962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1962!SPC PA N     -   0.99993558  x   0.99996362  =   0.99989920
 MA1962!UTM  17      -   0.99993558  x   0.99980955  =   0.99974514
 MA1962
 MA1962|---------------------------------------------------------------------|
 MA1962| PID    Reference Object                     Distance      Geod. Az  |
 MA1962|                                                           dddmmss.s |
 MA1962| MA1961 GROCE 2 RM 3                         51.796 METERS 03351     |
 MA1962| MA1956 GROCE                               438.337 METERS 0983901.3 |
 MA1962| MA1963 GROCE 2 AZ MK                       346.582 METERS 22336     |
 MA1962| CX4631 GROCE 2 RM 4                         38.914 METERS 24243     |
 MA1962|---------------------------------------------------------------------|
 MA1962
 MA1962                          SUPERSEDED SURVEY CONTROL
 MA1962
 MA1962  NAD 83(1986)-  41 12 21.09459(N)    079 26 37.16999(W) AD(       ) 3
 MA1962  NAD 27      -  41 12 20.86648(N)    079 26 38.01074(W) AD(       ) 3
 MA1962  NGVD 29 (07/19/86)  443.9    (m)         1456.     (f) VERT ANG       
 MA1962
 MA1962.Superseded values are not recommended for survey control.
 MA1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1962.See file dsdata.txt to determine how the superseded data were derived.
 MA1962
 MA1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF3048562777(NAD 83)
 MA1962_MARKER: DG = GRAVITY STATION DISK
 MA1962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1962_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MA1962_MAGNETIC: N = NO MAGNETIC MATERIAL
 MA1962
 MA1962  HISTORY     - Date     Condition        Report By
 MA1962  HISTORY     - 1979     MONUMENTED       NGS
 MA1962
 MA1962                          STATION DESCRIPTION
 MA1962
 MA1962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 MA1962'THE STATION IS LOCATED 2-1/2 AIRLINE SOUTHWEST OF CLARION, 2 MILES
 MA1962'SOUTH OF CLARION JUNCTION AND 1 MILE NORTH OF THE CLARION RIVER.  IT
 MA1962'IS ON ROAD RIGHT-OF-WAY.
 MA1962'
 MA1962'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 80
 MA1962'AND STATE HIGHWAY 66 AT EXIT 8, GO NORTH ON STATE HIGHWAY 66 FOR 1.1
 MA1962'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON A GRAVELED ROAD
 MA1962'FOR 1.15 MILES TO A T-INTERSECTION, TURN RIGHT AND GO NORTH-NORTHEAST
 MA1962'ON A PAVED ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT IN THE
 MA1962'NORTHWEST EDGE OF A WOODED AREA.
 MA1962'
 MA1962'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 MA1962'---GROCE USE 2 1979---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 MA1962'25 CM (10 INCHES) IN DIAMETER PROJECTING 5 CM (2 INCHES) ABOVE THE
 MA1962'GROUND LOCATED 39.9 METERS (131 FEET) NE FROM A POWERLINE POLE WITH
 MA1962'NO NUMBER, 7.0 METERS (23 FEET) SE FROM THE CENTER OF COUNTY ROAD
 MA1962'16034, AND 0.67 METER (2.2 FEET) NW FROM A WITNESS POST.
 MA1962'
 MA1962'THE UNDERGROUND MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 MA1962'STAMPED---GROCE USE 2 1979---SET INTO AN IRREGULAR MASS OF CONCRETE
 MA1962'1.07 METERS (3.5 FEET) BELOW THE SURFACE.
 MA1962'
 MA1962'REFERENCE MARK NO. 3 IS A DISK STAMPED---GROCE
 MA1962'USE 2 NO 3 1979---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25
 MA1962'CM (10 INCHES) IN DIAMETER PROJECTING 5 CM (2 INCHES) ABOVE THE
 MA1962'GROUND LOCATED 51.2 METERS (168 FEET) NE FROM THE WITNESS POST, 4.9
 MA1962'METERS (16 FEET) SE FROM THE CENTER OF COUNTY ROAD 16034, AND 0.9
 MA1962'METER (3 FEET) SW FROM A POWERPOLE NUMBER 88-93.
 MA1962'
 MA1962'REFERENCE MARK NO. 4 IS A DISK STAMPED---GROCE
 MA1962'USE 2 NO 4 1979---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25
 MA1962'CM (10 INCHES) IN DIAMETER PROJECTING 5 CM (2 INCHES) ABOVE THE
 MA1962'GROUND LOCATED 39.0 METERS (128 FEET) SW FROM THE WITNESS POST, 10.1
 MA1962'METERS (33 FEET) NW FROM THE CENTER OF THE COUNTY ROAD, 1.19 METERS
 MA1962'(3.9 FEET) NE FROM THE POWERLINE POLE WITH NO NUMBER, AND 0.3 METER
 MA1962'(1 FOOT) LOWER THAN THE STATION.
 MA1962'
 MA1962'AZIMUTH MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 MA1962'STAMPED---GROCE USE 2 1979---SET INTO THE TOP OF A ROUND CONCRETE
 MA1962'MONUMENT 25 CM (10 INCHES) IN DIAMETER PROJECTING 5 CM (2 INCHES)
 MA1962'ABOVE THE GROUND LOCATED 15.5 METERS (51 FEET) SW FROM THE CENTER OF
 MA1962'THE JUNCTION OF COUNTY ROADS 16035, 7.6 METERS (25 FEET) NW FROM THE
 MA1962'CENTER OF COUNTY ROAD 16034, 0.9 METER (3 FEET) NE FROM A POWERLINE
 MA1962'POLE WITH NO NUMBER, AND 0.88 METER (2.9 FEET) NE FROM A WITNESS POST.
 MA1962'
 MA1962'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH-SOUTHWEST ON THE
 MA1962'PAVED ROAD FOR 0.2 MILE TO A POWERLINE CROSSING AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2067 ***********************************************************************
 KV2067  DESIGNATION -  GROSS
 KV2067  PID         -  KV2067
 KV2067  STATE/COUNTY-  PA/BUCKS
 KV2067  USGS QUAD   -  DOYLESTOWN (1992)
 KV2067
 KV2067                         *CURRENT SURVEY CONTROL
 KV2067  ___________________________________________________________________
 KV2067* NAD 83(1992)-  40 22 24.20612(N)    075 09 46.01305(W)     ADJUSTED  
 KV2067* NAVD 88     -       194.829  (meters)     639.20   (feet)  ADJUSTED  
 KV2067  ___________________________________________________________________
 KV2067  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 KV2067  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KV2067  DYNAMIC HT  -         194.730 (meters)     638.88  (feet)  COMP
 KV2067  MODELED GRAV-     980,112.2   (mgal)                       NAVD 88
 KV2067
 KV2067  HORZ ORDER  -  SECOND
 KV2067  VERT ORDER  -  SECOND    CLASS 0
 KV2067
 KV2067.The horizontal coordinates were established by classical geodetic methods
 KV2067.and adjusted by the National Geodetic Survey in June 2002..
 KV2067
 KV2067.The orthometric height was determined by differential leveling
 KV2067.and adjusted by the National Geodetic Survey in June 1991..
 KV2067
 KV2067.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV2067
 KV2067.The geoid height was determined by GEOID03.
 KV2067
 KV2067.The dynamic height is computed by dividing the NAVD 88
 KV2067.geopotential number by the normal gravity value computed on the
 KV2067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2067.degrees latitude (g = 980.6199 gals.).
 KV2067
 KV2067.The modeled gravity was interpolated from observed gravity values.
 KV2067
 KV2067;                    North         East     Units Scale Factor Converg.
 KV2067;SPC PA S     -   118,700.802   819,684.371   MT  0.99996041   +1 40 42.9
 KV2067;SPC PA S     -   389,437.55  2,689,247.81   sFT  0.99996041   +1 40 42.9
 KV2067;SPC NJ       -   171,181.762    93,717.443   MT  0.99993898   -0 25 45.6
 KV2067;SPC NJ       -   561,618.83    307,471.31   sFT  0.99993898   -0 25 45.6
 KV2067;UTM  18      - 4,469,213.978   486,181.004   MT  0.99960235   -0 06 19.6
 KV2067
 KV2067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV2067!SPC PA S     -   0.99997480  x   0.99996041  =   0.99993521
 KV2067!SPC NJ       -   0.99997480  x   0.99993898  =   0.99991378
 KV2067!UTM  18      -   0.99997480  x   0.99960235  =   0.99957716
 KV2067
 KV2067:                Primary Azimuth Mark                     Grid Az
 KV2067:SPC PA S     -  GROSS AZ MK                              026 30 57.1
 KV2067:SPC NJ       -  GROSS AZ MK                              028 37 25.6
 KV2067:UTM  18      -  GROSS AZ MK                              028 17 59.6
 KV2067
 KV2067|---------------------------------------------------------------------|
 KV2067| PID    Reference Object                     Distance      Geod. Az  |
 KV2067|                                                           dddmmss.s |
 KV2067| KV2065 GROSS AZ MK                                        0281140.0 |
 KV2067| KV2066 GROSS RM 1                           21.403 METERS 02834     |
 KV2067| KV2068 GROSS RM 2                           23.491 METERS 12750     |
 KV2067| KV3639 DOYLESTOWN MUNICIPAL TANK           APPROX. 7.1 KM 1544907.3 |
 KV2067| KV3641 DOYLESTOWN FIRST BAP CH SPIRE       APPROX. 7.6 KM 1603934.6 |
 KV2067| KV3644 DUBLIN LUTHERAN CHURCH SPIRE        APPROX. 3.2 KM 2633202.0 |
 KV2067| KV3776 SELLERSVILLE GRANDV HOSP TANK       APPROX.14.0 KM 2654338.8 |
 KV2067|---------------------------------------------------------------------|
 KV2067
 KV2067                          SUPERSEDED SURVEY CONTROL
 KV2067
 KV2067  NAD 83(1996)-  40 22 24.20580(N)    075 09 46.01312(W) AD(       ) 2
 KV2067  NAD 83(1986)-  40 22 24.20299(N)    075 09 46.01639(W) AD(       ) 2
 KV2067  NAD 27      -  40 22 23.82400(N)    075 09 47.39300(W) AD(       ) 2
 KV2067  NGVD 29 (??/??/??)  195.091  (m)          640.06   (f) ADJUSTED    2 0
 KV2067
 KV2067.Superseded values are not recommended for survey control.
 KV2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2067.See file dsdata.txt to determine how the superseded data were derived.
 KV2067
 KV2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8618169214(NAD 83)
 KV2067_MARKER: DS = TRIANGULATION STATION DISK
 KV2067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2067_STAMPING: GROSS 1942
 KV2067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2067+STABILITY: SURFACE MOTION
 KV2067
 KV2067  HISTORY     - Date     Condition        Report By
 KV2067  HISTORY     - 1942     MONUMENTED       CGS
 KV2067  HISTORY     - 1942     GOOD             CGS
 KV2067  HISTORY     - 1974     SEE DESCRIPTION  NGS
 KV2067  HISTORY     - 19950901 MARK NOT FOUND   USPSQD
 KV2067  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 KV2067
 KV2067                          STATION DESCRIPTION
 KV2067
 KV2067'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV2067'THE STATION IS ABOUT 1.25 MILES SW OF PLUMSTEADVILLE ON LAND OWNED BY
 KV2067'ISAAC GROSS.  IT IS IN PASTURE LAND ON THE E SIDE OF A GRADED ROAD.
 KV2067'IT IS 30 FEET E OF THE CENTER OF THE ROAD, 15 FEET S OF A GATE, AND
 KV2067'ABOUT 100 FEET W OF A SMALL POND. MARK IS SET FLUSH WITH THE GROUND
 KV2067'AND IS STAMPED GROSS 1942.
 KV2067'
 KV2067'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 KV2067'SET IN CONCRETE, AS DESCRIBED.
 KV2067'
 KV2067'REFERENCE MARK NO. 1 IS IN THE FENCE LINE N OF THE STATION.  IT
 KV2067'PROJECTS ABOUT 6 INCHES AND IS STAMPED GROSS NO. 1 1942.
 KV2067'
 KV2067'REFERENCE MARK NO. 2 IS E OF THE STATION.  IT IS SET FLUSH WITH THE
 KV2067'GROUND AND IS STAMPED GROSS NO. 2 1942.
 KV2067'
 KV2067'THE AZIMUTH MARK IS NW OF THE STATION UNDER AN ELECTRIC POWER LINE ON
 KV2067'THE S SIDE OF A GRADED ROAD.  IT IS 19 FEET S OF THE CENTER OF THE
 KV2067'ROAD AND 14 FEET E OF DS-CG ELECTRIC COMPANY POLE NO. 451P.  IT IS A
 KV2067'STANDARD DISK, PROJECTS 6 INCHES, AND IS STAMPED GROSS 1942.
 KV2067'
 KV2067'TO REACH THE AZIMUTH MARK FROM THE STATION GO N FOR 0.3 MILE TO
 KV2067'T-ROAD.  TURN LEFT AND GO 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 KV2067'
 KV2067'TO REACH THE STATION FROM PLUMSTEADVILLE GO SW FROM THE
 KV2067'PLUMSTEADVILLE INN ON A BLACK TOP ROAD FOR 0.9 MILE.  THENCE
 KV2067'RIGHT FOR 0.1 MILE TO A T-ROAD LEFT.  THENCE LEFT FOR 0.3 MILE TO THE
 KV2067'STATION ON THE LEFT.
 KV2067'
 KV2067'A 64-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT HILLTOWN.
 KV2067'
 KV2067'A 64-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT ELEPHANT.
 KV2067'
 KV2067'A 50-FOOT LIGHT AT HAYCOCK 2 1929 IS VISIBLE FROM THE GROUND.
 KV2067
 KV2067                          STATION RECOVERY (1942)
 KV2067
 KV2067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 KV2067'1.5 MI SW FROM PLUMSTEADVILLE.
 KV2067'1.5 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 KV2067'PLUMSTEADVILLE, IN A PASTURE, 132 FEET NORTHWEST OF THE NORTHWEST
 KV2067'EDGE OF A SMALL POND, 32 FEET SOUTHEAST OF THE CENTER LINE OF
 KV2067'THE ROAD, 24 FEET SOUTH OF A GATE POST, AND 15 FEET SOUTHEAST
 KV2067'OF THE RIGHT-OF-WAY FENCE.  A STANDARD TRIANGULATION STATION
 KV2067'DISK, SET IN THE TOP OF A CONCRETE POST.
 KV2067
 KV2067                          STATION RECOVERY (1974)
 KV2067
 KV2067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 KV2067'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 KV2067'RECOVERED.  REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 KV2067'CONDITION.  REFERENCE MARK 2 WAS SEARCHED FOR BUT COULD NOT BE
 KV2067'FOUND.  THE SURFACE STATION MARK WAS FOUND LEANING.  A MEASUREMENT
 KV2067'WAS MADE TO REFERENCE MARK 1 AND IN EVIDENCE OF MEASUREMENT THE
 KV2067'MARK WAS FOUND OFF OF ORIGINAL POINT CONSIDERABLE.  THE SURFACE
 KV2067'MARK WAS REMOVED AND IT WAS FOUND THAT THE UNDERGROUND MARK WAS
 KV2067'TILTED.  THE UNDERGROUND AND SURFACE MARKS WERE DESTROYED.
 KV2067'STATION GROSS 2 WAS ESTABLISHED AND OCCUPIED AT THIS TIME.
 KV2067
 KV2067                          STATION RECOVERY (1995)
 KV2067
 KV2067'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV2067'MARK NOT FOUND.
 KV2067
 KV2067                          STATION RECOVERY (1997)
 KV2067
 KV2067'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV2067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3656 ***********************************************************************
 KV3656  DESIGNATION -  GROSS 2
 KV3656  PID         -  KV3656
 KV3656  STATE/COUNTY-  PA/BUCKS
 KV3656  USGS QUAD   -  DOYLESTOWN (1992)
 KV3656
 KV3656                         *CURRENT SURVEY CONTROL
 KV3656  ___________________________________________________________________
 KV3656* NAD 83(1992)-  40 22 23.56812(N)    075 09 44.95897(W)     ADJUSTED  
 KV3656* NAVD 88     -       194.1    (meters)     637.     (feet)  VERTCON   
 KV3656  ___________________________________________________________________
 KV3656  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 KV3656  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KV3656
 KV3656  HORZ ORDER  -  FIRST
 KV3656
 KV3656.The horizontal coordinates were established by classical geodetic methods
 KV3656.and adjusted by the National Geodetic Survey in June 2002..
 KV3656
 KV3656.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV3656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV3656
 KV3656.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3656
 KV3656.The geoid height was determined by GEOID03.
 KV3656
 KV3656;                    North         East     Units Scale Factor Converg.
 KV3656;SPC PA S     -   118,681.860   819,709.802   MT  0.99996041   +1 40 43.5
 KV3656;SPC PA S     -   389,375.40  2,689,331.24   sFT  0.99996041   +1 40 43.5
 KV3656;SPC NJ       -   171,161.899    93,742.160   MT  0.99993895   -0 25 44.9
 KV3656;SPC NJ       -   561,553.66    307,552.40   sFT  0.99993895   -0 25 44.9
 KV3656;UTM  18      - 4,469,194.261   486,205.825   MT  0.99960234   -0 06 18.9
 KV3656
 KV3656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3656!SPC PA S     -   0.99997491  x   0.99996041  =   0.99993532
 KV3656!SPC NJ       -   0.99997491  x   0.99993895  =   0.99991386
 KV3656!UTM  18      -   0.99997491  x   0.99960234  =   0.99957726
 KV3656
 KV3656:                Primary Azimuth Mark                     Grid Az
 KV3656:SPC PA S     -  GROSS 2 AZ MK                            023 17 50.3
 KV3656:SPC NJ       -  GROSS 2 AZ MK                            025 24 18.7
 KV3656:UTM  18      -  GROSS 2 AZ MK                            025 04 52.7
 KV3656
 KV3656|---------------------------------------------------------------------|
 KV3656| PID    Reference Object                     Distance      Geod. Az  |
 KV3656|                                                           dddmmss.s |
 KV3656| CB3487 GROSS 2 AZ MK                                      0245833.8 |
 KV3656| CB3488 GROSS 2 RM 3                         47.823 METERS 26730     |
 KV3656| KV2066 GROSS RM 1                           41.161 METERS 33911     |
 KV3656|---------------------------------------------------------------------|
 KV3656
 KV3656                          SUPERSEDED SURVEY CONTROL
 KV3656
 KV3656  NAD 83(1996)-  40 22 23.56779(N)    075 09 44.95904(W) AD(       ) 1
 KV3656  NAD 83(1986)-  40 22 23.56508(N)    075 09 44.96240(W) AD(       ) 1
 KV3656  NAD 27      -  40 22 23.18607(N)    075 09 46.33887(W) AD(       ) 1
 KV3656  NGVD 29 (07/19/86)  194.4    (m)          638.     (f) VERT ANG       
 KV3656
 KV3656.Superseded values are not recommended for survey control.
 KV3656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3656.See file dsdata.txt to determine how the superseded data were derived.
 KV3656
 KV3656_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8620669194(NAD 83)
 KV3656_MARKER: DS = TRIANGULATION STATION DISK
 KV3656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3656_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV3656
 KV3656  HISTORY     - Date     Condition        Report By
 KV3656  HISTORY     - 1974     MONUMENTED       NGS
 KV3656  HISTORY     - 19950901 GOOD             USPSQD
 KV3656  HISTORY     - 19970302 GOOD             USPSQD
 KV3656
 KV3656                          STATION DESCRIPTION
 KV3656
 KV3656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 KV3656'NO MEASUREMENT BETWEEN RM 1-RM 3 DUE TO POWERLINE POLE ON LINE.
 KV3656'
 KV3656'THE STATION IS ABOUT 9 MILES NORTHEAST OF SOUDERTON, 5 MILES
 KV3656'NORTH NORTHWEST OF DOYLESTOWN 3-1/2 MILES SOUTH-SOUTHEAST OF
 KV3656'PIPERSVILLE AND 1-1/4 MILE SOUTHWEST OF PLUMSTEADVILLE.  IT IS ON
 KV3656'LOW LAND THAT IS THE PROPERTY OF MR. RAYMOND C. GROSS,
 KV3656'PLUMSTEADVILLE, PENNSYLVANIA.  PHONE 766-8985.
 KV3656'
 KV3656'TO REACH THE STATION FROM THE POST OFFICE IN PLUMSTEADVILLE, GO
 KV3656'NORTHERLY ON STATE HIGHWAY 611 FOR 0.35 MILE TO A CROSSROAD (STUMP
 KV3656'ROAD).  TURN LEFT AND GO SOUTHWEST FOLLOWING STUMP ROAD FOR 1.0
 KV3656'MILE TO A CROSSROAD.  (TURN RIGHT AND GO NORTHWEST ON SURFACED ROAD
 KV3656'FOR 0.1 MILE TO A POWERLINE POLE ON THE LEFT AND AZIMUTH MARK AS
 KV3656'DESCRIBED).  CONTINUE STRAIGHT AHEAD ON STUMP ROAD FOR 0.3
 KV3656'MILE TO A TRACK ROAD ON THE LEFT.  TURN LEFT ON TRACK ROAD AND GO
 KV3656'SOUTHEAST FOR 0.05 MILE TO STATION AS DESCRIBED.
 KV3656'
 KV3656'STATION MARKS ARE STANDARD DISK STAMPED GROSS 2 1974.  THE SURFACE
 KV3656'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KV3656'THAT PROJECTS 2 INCHES ABOVE GROUND SURFACE.  IT IS 135 FEET
 KV3656'SOUTHEAST OF THE CENTER OF SURFACED ROAD, 23 FEET NORTHWEST OF THE
 KV3656'NORTH EDGE OF POND AND 4.8 FEET NORTHWEST OF A METAL WITNESS POST
 KV3656'WITH SIGN ATTACHED.  THE UNDERGROUND MARK IS SET IN THE TOP OF
 KV3656'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 KV3656'SURFACE.
 KV3656'
 KV3656'REFERENCE MARK 1, A STANDARD DISK STAMPED GROSS NO 1 1942, IS SET IN
 KV3656'THE TOP OF A 12X12 INCH CONCRETE MONUMENT THAT PROJECTS 10 INCHES
 KV3656'ABOVE GROUND SURFACE.  IT IS 24 FEET SOUTHWEST OF A 24 INCH OAK
 KV3656'TREE, 17.5 FEET NORTHEAST OF POWERLINE POLE NUMBER 94040 AND 19 FEET
 KV3656'SOUTHEAST OF THE CENTER OF SURFACED ROAD.
 KV3656'
 KV3656'REFERENCE MARK 3, A STANDARD DISK STAMPED GROSS 2 NO 3 1974, IS SET
 KV3656'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET
 KV3656'FLUSH WITH GROUND SURFACE.  IT IS 17 FEET SOUTHEAST OF THE CENTER
 KV3656'OF SURFACED ROAD AND 2 FEET NORTHEAST OF POWERLINE POLE NUMBER
 KV3656'94041.
 KV3656'
 KV3656'THE AZIMUTH MARK, A STANDARD DISK STAMPED GROSS 1942, IS SET IN THE
 KV3656'TOP OF A 12X12 INCH CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE
 KV3656'THE GROUND SURFACE.  IT IS 19 FEET SOUTH OF THE CENTER OF SURFACED
 KV3656'ROAD AND 4.5 FEET NORTH-NORTHWEST OF POWERLINE POLE.
 KV3656'
 KV3656'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 KV3656
 KV3656                          STATION RECOVERY (1995)
 KV3656
 KV3656'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3656'RECOVERED IN GOOD CONDITION.
 KV3656
 KV3656                          STATION RECOVERY (1997)
 KV3656
 KV3656'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV3656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2065 ***********************************************************************
 KV2065  DESIGNATION -  GROSS AZ MK
 KV2065  PID         -  KV2065
 KV2065  STATE/COUNTY-  PA/BUCKS
 KV2065  USGS QUAD   -  BEDMINSTER (1992)
 KV2065
 KV2065                         *CURRENT SURVEY CONTROL
 KV2065  ___________________________________________________________________
 KV2065* NAD 83(1986)-  40 22 37.     (N)    075 09 31.     (W)     SCALED    
 KV2065* NAVD 88     -       191.446  (meters)     628.10   (feet)  ADJUSTED  
 KV2065  ___________________________________________________________________
 KV2065  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KV2065  DYNAMIC HT  -         191.349 (meters)     627.78  (feet)  COMP
 KV2065  MODELED GRAV-     980,112.0   (mgal)                       NAVD 88
 KV2065
 KV2065  VERT ORDER  -  SECOND    CLASS 0
 KV2065
 KV2065.The horizontal coordinates were scaled from a topographic map and have
 KV2065.an estimated accuracy of +/- 6 seconds.
 KV2065
 KV2065.The orthometric height was determined by differential leveling
 KV2065.and adjusted by the National Geodetic Survey in June 1991..
 KV2065
 KV2065.The geoid height was determined by GEOID03.
 KV2065
 KV2065.The dynamic height is computed by dividing the NAVD 88
 KV2065.geopotential number by the normal gravity value computed on the
 KV2065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2065.degrees latitude (g = 980.6199 gals.).
 KV2065
 KV2065.The modeled gravity was interpolated from observed gravity values.
 KV2065
 KV2065;                    North         East    Units  Estimated Accuracy
 KV2065;SPC PA S     -   119,110.      820,030.      MT  (+/- 180 meters Scaled)
 KV2065
 KV2065                          SUPERSEDED SURVEY CONTROL
 KV2065
 KV2065  NGVD 29 (??/??/??)  191.707  (m)          628.96   (f) ADJUSTED    2 0
 KV2065
 KV2065.Superseded values are not recommended for survey control.
 KV2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2065.See file dsdata.txt to determine how the superseded data were derived.
 KV2065
 KV2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK865696(NAD 83)
 KV2065_MARKER: DZ = AZIMUTH MARK DISK
 KV2065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2065_STAMPING: GROSS 1942
 KV2065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2065+STABILITY: SURFACE MOTION
 KV2065
 KV2065  HISTORY     - Date     Condition        Report By
 KV2065  HISTORY     - 1942     MONUMENTED       CGS
 KV2065  HISTORY     - 19950901 MARK NOT FOUND   USPSQD
 KV2065  HISTORY     - 19970301 MARK NOT FOUND   USPSQD
 KV2065
 KV2065                          STATION DESCRIPTION
 KV2065
 KV2065'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2065'1.2 MI SW FROM PLUMSTEADVILLE.
 KV2065'1.0 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 KV2065'PLUMSTEADVILLE, THENCE 0.2 MILE NORTHWEST ALONG A GRAVEL ROAD,
 KV2065'ON THE NORTHEAST EDGE OF A CULTIVATED FIELD, 0.4 MILE NORTHEAST
 KV2065'OF GROSS, 20 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 KV2065'AND 15 FEET SOUTHEAST OF A POWER LINE POLE NO. 451.  A STANDARD
 KV2065'AZUMITH MARK DISK, SET IN THE TOP OF A CONCRETE POST.
 KV2065
 KV2065                          STATION RECOVERY (1995)
 KV2065
 KV2065'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV2065'MARK NOT FOUND.
 KV2065
 KV2065                          STATION RECOVERY (1997)
 KV2065
 KV2065'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV2065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2066 ***********************************************************************
 KV2066  DESIGNATION -  GROSS RM 1
 KV2066  PID         -  KV2066
 KV2066  STATE/COUNTY-  PA/BUCKS
 KV2066  USGS QUAD   -  DOYLESTOWN (1992)
 KV2066
 KV2066                         *CURRENT SURVEY CONTROL
 KV2066  ___________________________________________________________________
 KV2066* NAD 83(1992)-  40 22 24.81555(N)    075 09 45.57924(W)     ADJUSTED  
 KV2066* NAVD 88     -       195.189  (meters)     640.38   (feet)  ADJUSTED  
 KV2066  ___________________________________________________________________
 KV2066  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 KV2066  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KV2066  DYNAMIC HT  -         195.090 (meters)     640.06  (feet)  COMP
 KV2066  MODELED GRAV-     980,112.1   (mgal)                       NAVD 88
 KV2066
 KV2066  HORZ ORDER  -  SECOND
 KV2066  VERT ORDER  -  SECOND    CLASS 0
 KV2066
 KV2066.The horizontal coordinates were established by classical geodetic methods
 KV2066.and adjusted by the National Geodetic Survey in June 2002..
 KV2066
 KV2066.The orthometric height was determined by differential leveling
 KV2066.and adjusted by the National Geodetic Survey in June 1991..
 KV2066
 KV2066.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV2066
 KV2066.The geoid height was determined by GEOID03.
 KV2066
 KV2066.The dynamic height is computed by dividing the NAVD 88
 KV2066.geopotential number by the normal gravity value computed on the
 KV2066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2066.degrees latitude (g = 980.6199 gals.).
 KV2066
 KV2066.The modeled gravity was interpolated from observed gravity values.
 KV2066
 KV2066;                    North         East     Units Scale Factor Converg.
 KV2066;SPC PA S     -   118,719.890   819,694.050   MT  0.99996040   +1 40 43.1
 KV2066;SPC PA S     -   389,500.17  2,689,279.56   sFT  0.99996040   +1 40 43.1
 KV2066;SPC NJ       -   171,200.482    93,727.817   MT  0.99993897   -0 25 45.3
 KV2066;SPC NJ       -   561,680.25    307,505.35   sFT  0.99993897   -0 25 45.3
 KV2066;UTM  18      - 4,469,232.749   486,191.268   MT  0.99960235   -0 06 19.3
 KV2066
 KV2066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV2066!SPC PA S     -   0.99997474  x   0.99996040  =   0.99993514
 KV2066!SPC NJ       -   0.99997474  x   0.99993897  =   0.99991371
 KV2066!UTM  18      -   0.99997474  x   0.99960235  =   0.99957710
 KV2066
 KV2066                          SUPERSEDED SURVEY CONTROL
 KV2066
 KV2066  NAD 83(1996)-  40 22 24.81522(N)    075 09 45.57932(W) AD(       ) 2
 KV2066  NAD 83(1986)-  40 22 24.81238(N)    075 09 45.58261(W) AD(       ) 2
 KV2066  NAD 27      -  40 22 24.43352(N)    075 09 46.95913(W) AD(       ) 2
 KV2066  NGVD 29 (??/??/??)  195.451  (m)          641.24   (f) ADJUSTED    2 0
 KV2066
 KV2066.Superseded values are not recommended for survey control.
 KV2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2066.See file dsdata.txt to determine how the superseded data were derived.
 KV2066
 KV2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8619169233(NAD 83)
 KV2066_MARKER: DR = REFERENCE MARK DISK
 KV2066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2066_STAMPING: GROSS NO 1 1942
 KV2066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2066+STABILITY: SURFACE MOTION
 KV2066
 KV2066  HISTORY     - Date     Condition        Report By
 KV2066  HISTORY     - 1942     MONUMENTED       CGS
 KV2066  HISTORY     - 1974     GOOD             NGS
 KV2066  HISTORY     - 19950901 MARK NOT FOUND   USPSQD
 KV2066  HISTORY     - 19970301 GOOD             USPSQD
 KV2066
 KV2066                          STATION DESCRIPTION
 KV2066
 KV2066'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2066'1.5 MI SW FROM PLUMSTEADVILLE.
 KV2066'1.5 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 KV2066'PLUMSTEADVILLE, IN A PASTURE, 70.2 FEET NORTHEAST OF GROSS,
 KV2066'19 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND 0.7 FOOT
 KV2066'SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD REFERENCE MARK
 KV2066'DISK, SET IN THE TOP OF A CONCRETE POST.
 KV2066
 KV2066                          STATION RECOVERY (1974)
 KV2066
 KV2066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV2066'STATION GROSS 1942 IS ABOUT 1.25 MILES SW OF PLUMSTEADVILLE ON LAND
 KV2066'OWNED BY ISAAC GROSS.  IT IS IN PASTURE LAND ON THE E SIDE OF A GRADED
 KV2066'ROAD.  IT IS 30 FEET E OF THE CENTER OF THE ROAD, 15 FEET S OF A GATE,
 KV2066'AND ABOUT 100 FEET W OF A SMALL POND.
 KV2066'
 KV2066'THE STATION MARK IS A BRONZE DISK SET IN CONCRETE AS DESCRIBED.
 KV2066'
 KV2066'THE STATION IS IN THE FENCE LINE N OF STATION GROSS 1942.  IT
 KV2066'PROJECTS ABOUT 6 INCHES AND IS STAMPED GROSS NO. 1 1942.
 KV2066'
 KV2066'TO REACH THE STATION FROM PLUMSTEADVILLE GO SW FROM THE
 KV2066'PLUMSTEADVILLE INN ON A BLACK TOP ROAD FOR 0.9 MILE.  THENCE
 KV2066'RIGHT FOR 0.1 MILE TO A T-ROAD LEFT.  THENCE LEFT FOR 0.3 MILE TO THE
 KV2066'STATION ON THE LEFT.
 KV2066
 KV2066                          STATION RECOVERY (1995)
 KV2066
 KV2066'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV2066'MARK NOT FOUND.
 KV2066
 KV2066                          STATION RECOVERY (1997)
 KV2066
 KV2066'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV2066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2068 ***********************************************************************
 KV2068  DESIGNATION -  GROSS RM 2
 KV2068  PID         -  KV2068
 KV2068  STATE/COUNTY-  PA/BUCKS
 KV2068  USGS QUAD   -  DOYLESTOWN (1992)
 KV2068
 KV2068                         *CURRENT SURVEY CONTROL
 KV2068  ___________________________________________________________________
 KV2068* NAD 83(1986)-  40 22 23.     (N)    075 09 46.     (W)     SCALED    
 KV2068* NAVD 88     -       194.726  (meters)     638.86   (feet)  ADJUSTED  
 KV2068  ___________________________________________________________________
 KV2068  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KV2068  DYNAMIC HT  -         194.627 (meters)     638.54  (feet)  COMP
 KV2068  MODELED GRAV-     980,112.2   (mgal)                       NAVD 88
 KV2068
 KV2068  VERT ORDER  -  SECOND    CLASS 0
 KV2068
 KV2068.The horizontal coordinates were scaled from a topographic map and have
 KV2068.an estimated accuracy of +/- 6 seconds.
 KV2068
 KV2068.The orthometric height was determined by differential leveling
 KV2068.and adjusted by the National Geodetic Survey in June 1991..
 KV2068
 KV2068.The geoid height was determined by GEOID03.
 KV2068
 KV2068.The dynamic height is computed by dividing the NAVD 88
 KV2068.geopotential number by the normal gravity value computed on the
 KV2068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2068.degrees latitude (g = 980.6199 gals.).
 KV2068
 KV2068.The modeled gravity was interpolated from observed gravity values.
 KV2068
 KV2068;                    North         East    Units  Estimated Accuracy
 KV2068;SPC PA S     -   118,660.      819,690.      MT  (+/- 180 meters Scaled)
 KV2068
 KV2068                          SUPERSEDED SURVEY CONTROL
 KV2068
 KV2068  NGVD 29 (??/??/??)  194.988  (m)          639.72   (f) ADJUSTED    2 0
 KV2068
 KV2068.Superseded values are not recommended for survey control.
 KV2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2068.See file dsdata.txt to determine how the superseded data were derived.
 KV2068
 KV2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK861691(NAD 83)
 KV2068_MARKER: DR = REFERENCE MARK DISK
 KV2068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2068_STAMPING: GROSS NO 2 1942
 KV2068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2068+STABILITY: SURFACE MOTION
 KV2068
 KV2068  HISTORY     - Date     Condition        Report By
 KV2068  HISTORY     - 1942     MONUMENTED       CGS
 KV2068  HISTORY     - 19950901 MARK NOT FOUND   USPSQD
 KV2068  HISTORY     - 19970301 GOOD             USPSQD
 KV2068
 KV2068                          STATION DESCRIPTION
 KV2068
 KV2068'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2068'1.5 MI SW FROM PLUMSTEADVILLE.
 KV2068'1.5 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 KV2068'PLUMSTEADVILLE, IN A PASTURE, 109 FEET SOUTHEAST OF THE CENTER
 KV2068'LINE OF THE ROAD, 77 FEET SOUTHEAST OF GROSS, 55 FEET NORTHWEST
 KV2068'OF THE NORTHWEST EDGE OF A SMALL POND.  A STANDARD REFERENCE
 KV2068'MARK DISK, SET IN THE TOP OF A CONCRETE POST.
 KV2068
 KV2068                          STATION RECOVERY (1995)
 KV2068
 KV2068'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV2068'MARK NOT FOUND.
 KV2068
 KV2068                          STATION RECOVERY (1997)
 KV2068
 KV2068'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV2068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3145 ***********************************************************************
 KW3145  DESIGNATION -  GROVANIA
 KW3145  PID         -  KW3145
 KW3145  STATE/COUNTY-  PA/MONTOUR
 KW3145  USGS QUAD   -  DANVILLE (1994)
 KW3145
 KW3145                         *CURRENT SURVEY CONTROL
 KW3145  ___________________________________________________________________
 KW3145* NAD 83(1992)-  40 57 50.21877(N)    076 33 29.82418(W)     ADJUSTED  
 KW3145* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 KW3145  ___________________________________________________________________
 KW3145  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 KW3145  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KW3145
 KW3145  HORZ ORDER  -  SECOND
 KW3145
 KW3145.The horizontal coordinates were established by classical geodetic methods
 KW3145.and adjusted by the National Geodetic Survey in June 2002..
 KW3145
 KW3145.The orthometric height was scaled from a topographic map.
 KW3145
 KW3145.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3145
 KW3145.The geoid height was determined by GEOID03.
 KW3145
 KW3145;                    North         East     Units Scale Factor Converg.
 KW3145;SPC PA N     -    89,231.457   700,315.443   MT  0.99998797   +0 47 18.1
 KW3145;SPC PA N     -   292,753.54  2,297,618.25   sFT  0.99998797   +0 47 18.1
 KW3145;UTM  18      - 4,535,924.307   368,872.204   MT  0.99981163   -1 01 18.2
 KW3145
 KW3145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3145!SPC PA N     -   0.99997697  x   0.99998797  =   0.99996494
 KW3145!UTM  18      -   0.99997697  x   0.99981163  =   0.99978861
 KW3145
 KW3145|---------------------------------------------------------------------|
 KW3145| PID    Reference Object                     Distance      Geod. Az  |
 KW3145|                                                           dddmmss.s |
 KW3145| CB3490 GROVANIA RM 1                         8.883 METERS 11553     |
 KW3145| CB3491 GROVANIA RM 2                        15.386 METERS 24834     |
 KW3145| KW3143 DANVILLE SLOVAK GIRLS ACAD TWR      APPROX. 3.8 KM 2682300.7 |
 KW3145| CB3489 GROVANIA AZ MK                                     2902600.3 |
 KW3145|---------------------------------------------------------------------|
 KW3145
 KW3145                          SUPERSEDED SURVEY CONTROL
 KW3145
 KW3145  NAD 83(1986)-  40 57 50.21836(N)    076 33 29.82057(W) AD(       ) 2
 KW3145  NAD 27      -  40 57 49.90680(N)    076 33 30.99910(W) AD(       ) 2
 KW3145
 KW3145.Superseded values are not recommended for survey control.
 KW3145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3145.See file dsdata.txt to determine how the superseded data were derived.
 KW3145
 KW3145_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL6887235924(NAD 83)
 KW3145_MARKER: DS = TRIANGULATION STATION DISK
 KW3145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3145
 KW3145  HISTORY     - Date     Condition        Report By
 KW3145  HISTORY     - 1958     MONUMENTED       CGS
 KW3145  HISTORY     - 1965     MARK NOT FOUND   USN
 KW3145
 KW3145                          STATION DESCRIPTION
 KW3145
 KW3145'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KW3145'STATION IS APPROXIMATELY 6.5 MILES WEST OF BLOOMSBURG, 3.0 MILES EAST
 KW3145'OF DANVILLE, 0.1 MILE SOUTH OF U.S. HIGHWAY 11 AND ON THE SOUTH SIDE
 KW3145'OF RAILROAD TRACK.
 KW3145'
 KW3145'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE HIGHWAY 54 IN
 KW3145'DANVILLE, GO EASTERLY ON U.S. HIGHWAY 11 FOR 2.75 MILES TO
 KW3145'CROSSROAD. (TURN LEFT AND GO NORTHERLY ON HARD SURFACE ROAD FOR 0.15
 KW3145'MILE TO THE AZIMUTH MARK ON THE RIGHT, JUST BEFORE ENTERING
 KW3145'CURVE.) CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY 11 FOR 0.35 MILE TO A
 KW3145'SIGN BOWLING ON THE LEFT, GASOLINE TANKS AND DIRT ROAD ON THE
 KW3145'RIGHT, TURN RIGHT ON DIRT ROAD, CROSSING A SMALL CONCRETE BRIDGE AND
 KW3145'GO 0.1 MILE TO RAILROAD CROSSING AND THE STATION.
 KW3145'
 KW3145'STATION MARKS ARE STANDARD DISKS STAMPED GROVANIA 1958. THE SURFACE
 KW3145'DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 KW3145'OF THE GROUND. IT IS 20.5 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD
 KW3145'TRACK, 17 FEET EAST OF THE CENTER OF DIRT ROAD AND 15.5 FEET NORTH OF
 KW3145'A STEEL FENCE. A STANDARD WITNESS POST WAS SET 30 FEET SOUTHEAST OF
 KW3145'THE MARK. THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 KW3145'CONCRETE 34 INCHES BELOW THE SURFACE OF THE GROUND.
 KW3145'
 KW3145'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GROVANIA NO 1 1958, IS
 KW3145'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS 42
 KW3145'FEET EAST OF THE CENTER OF A METAL GATE, 35 FEET SOUTH OF THE SOUTH
 KW3145'RAIL OF RAILROAD TRACK AND 6 INCHES NORTH OF A METAL FENCE. A
 KW3145'STANDARD WITNESS POST WAS SET 1 FOOT EAST OF THE MARK.
 KW3145'
 KW3145'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GROVANIA NO 2 1958, IS
 KW3145'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS 36
 KW3145'FEET SOUTH OF THE SOUTH RAIL OF RAILROAD TRACK, 32 FEET WEST OF THE
 KW3145'CENTER OF METAL GATE AND 6 INCHES NORTH OF METAL FENCE.
 KW3145'
 KW3145'AZIMUTH MARK, A STANDARD DISK STAMPED GROVANIA 1958, IS SET IN A
 KW3145'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS 33 FEET
 KW3145'NORTHEAST OF THE CENTER OF HARD SURFACE ROAD, 16 FEET NORTHEAST OF A
 KW3145'POWER LINE GUY POLE AND 2 FEET SOUTHWEST OF A ANCHOR FOR GUY WIRE. A
 KW3145'STANDARD WITNESS POST WAS SET 1 FOOT NORTHWEST OF THE MARK.
 KW3145
 KW3145                          STATION RECOVERY (1965)
 KW3145
 KW3145'RECOVERY NOTE BY US NAVY 1965
 KW3145'RECOVERED GENERAL AREA OF STATION BUT DID NOT GET CLOSE ENOUGH TO
 KW3145'SEARCH FOR STATION MARK. LOCATION IS NOT READILY ACCESSIBLE, AS
 KW3145'IT IS ACROSS RAILROAD TRACKS WITH FENCE ON BOTH SIDES OF TRACK.
 KW3145'
 KW3145'TO REACH SHOULD READ PENNA. 45 INSTEAD OF PENNA. 54.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2267 ***********************************************************************
 MA2267  DESIGNATION -  GROVE
 MA2267  PID         -  MA2267
 MA2267  STATE/COUNTY-  PA/CLEARFIELD
 MA2267  USGS QUAD   -  LUTHERSBURG (1986)
 MA2267
 MA2267                         *CURRENT SURVEY CONTROL
 MA2267  ___________________________________________________________________
 MA2267* NAD 83(1992)-  41 00 52.67360(N)    078 40 25.31433(W)     ADJUSTED  
 MA2267* NAVD 88     -       629.8    (meters)    2066.     (feet)  VERTCON   
 MA2267  ___________________________________________________________________
 MA2267  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 MA2267  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 MA2267
 MA2267  HORZ ORDER  -  SECOND
 MA2267
 MA2267.The horizontal coordinates were established by classical geodetic methods
 MA2267.and adjusted by the National Geodetic Survey in June 2002..
 MA2267
 MA2267.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2267
 MA2267.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2267
 MA2267.The geoid height was determined by GEOID03.
 MA2267
 MA2267;                    North         East     Units Scale Factor Converg.
 MA2267;SPC PA N     -    94,583.939   522,304.568   MT  0.99998140   -0 36 39.8
 MA2267;SPC PA N     -   310,314.14  1,713,594.24   sFT  0.99998140   -0 36 39.8
 MA2267;UTM  17      - 4,542,988.077   695,609.811   MT  1.00007095   +1 31 37.6
 MA2267
 MA2267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2267!SPC PA N     -   0.99990630  x   0.99998140  =   0.99988770
 MA2267!UTM  17      -   0.99990630  x   1.00007095  =   0.99997724
 MA2267
 MA2267:                Primary Azimuth Mark                     Grid Az
 MA2267:SPC PA N     -  GROVE AZ MK                              068 05 01.5
 MA2267:UTM  17      -  GROVE AZ MK                              065 56 44.1
 MA2267
 MA2267|---------------------------------------------------------------------|
 MA2267| PID    Reference Object                     Distance      Geod. Az  |
 MA2267|                                                           dddmmss.s |
 MA2267| CJ9907 GROVE AZ MK                                        0672821.7 |
 MA2267| CJ9908 GROVE RM 1                            8.195 METERS 09904     |
 MA2267| MA2264 LUTHERSBURG RAD WCED FM MAST        APPROX. 4.2 KM 3242632.2 |
 MA2267| CJ9909 GROVE RM 2                            8.259 METERS 34548     |
 MA2267|---------------------------------------------------------------------|
 MA2267
 MA2267                          SUPERSEDED SURVEY CONTROL
 MA2267
 MA2267  NAD 83(1986)-  41 00 52.67459(N)    078 40 25.31736(W) AD(       ) 2
 MA2267  NAD 27      -  41 00 52.46118(N)    078 40 26.21704(W) AD(       ) 2
 MA2267  NGVD 29 (07/19/86)  629.9    (m)         2067.     (f) VERT ANG       
 MA2267
 MA2267.Superseded values are not recommended for survey control.
 MA2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2267.See file dsdata.txt to determine how the superseded data were derived.
 MA2267
 MA2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF9561042988(NAD 83)
 MA2267_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2267
 MA2267  HISTORY     - Date     Condition        Report By
 MA2267  HISTORY     - 1967     MONUMENTED       CGS
 MA2267  HISTORY     - 1975     GOOD             PADT
 MA2267
 MA2267                          STATION DESCRIPTION
 MA2267
 MA2267'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MA2267'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTHWEST OF GRAMPIAN, 4
 MA2267'MILES SOUTHEAST OF LUTHERSBURG, 1 MILE SOUTHWEST OF CHESTNUT GROVE
 MA2267'AND ON THE PROPERTY OF MR. VERN GUSWORTH.
 MA2267'
 MA2267'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 219 AND U.S.
 MA2267'HIGHWAY 322 IN GRAMPIAN GO NORTHERLY ON U.S.  HIGHWAY 219 FOR
 MA2267'4.5 MILES TO A REVERSED FORK, CONTINUE ON U.S. HIGHWAY 219 FOR 0.9
 MA2267'MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO WEST ON A
 MA2267'MACADAM ROAD FOR 0.65 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 MA2267'WEST ON THE MACADAM ROAD FOR 0.1 MILE TO A FORK, KEEP THE
 MA2267'LEFT FORK AND CONTINUE WEST ON THE MACADAM ROAD FOR 0.2 MILE TO THE
 MA2267'TOP OF THE RIDGE AND A TRACK ROAD ON THE RIGHT, TURN RIGHT AND
 MA2267'GO NORTHWESTERLY UP HILL FOR 0.15 MILE TO THE HIGHEST PART OF THE
 MA2267'HILL AND THE STATION.
 MA2267'
 MA2267'THE STATION MARK IS 30.5 FEET SOUTH-SOUTHEAST OF A SMALL CHERRY TREE
 MA2267'AND 6.8 FEET EAST-NORTHEAST OF A METAL WITNESS POST.  IT
 MA2267'IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A SQUARE CONCRETE
 MA2267'MONUMENT PROJECTING 1 INCH AND IS STAMPED GROVE 1967.
 MA2267'
 MA2267'REFERENCE MARK NO. 1 IS 51 FEET SOUTHEAST OF THE SMALL TREE AND 32.5
 MA2267'FEET EAST OF THE METAL WITNESS POST.  IT IS A STANDARD DISK SET
 MA2267'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES AND IS
 MA2267'STAMPED GROVE NO 1 1967.
 MA2267'
 MA2267'REFERENCE MARK NO. 2 IS 29.6 FEET NORTH OF THE METAL WITNESS POST AND
 MA2267'6 FEET EAST-SOUTHEAST OF THE SMALL TREE.  IT IS A STANDARD DISK
 MA2267'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES AND
 MA2267'IS STAMPED GROVE NO 2 1967.
 MA2267'
 MA2267'THE AZIMUTH MARK IS 22 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER
 MA2267'OF THE ROAD, 12 FEET NORTHWEST OF THE NORTH SIDE OF A
 MA2267'ROCK BASEMENT, 5 FEET SOUTHWEST OF AN 18 INCH MAPLE TREE AND 2.7 FEET
 MA2267'SOUTHEAST OF A METAL WITNESS POST.  IT IS A STANDARD
 MA2267'DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES
 MA2267'AND IS STAMPED GROVE 1967.
 MA2267'
 MA2267'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 MA2267
 MA2267                          STATION RECOVERY (1975)
 MA2267
 MA2267'RECOVERY NOTE BY PA DEPT OF TRANSP 1975 (EEB)
 MA2267'GROVE 1967 RECOVERED GOOD.
 MA2267'
 MA2267'GROVE NO 2 RECOVERED GOOD.
 MA2267'
 MA2267'GROVE NO 1 RECOVERED GOOD.
 MA2267'
 MA2267'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SE OF
 MA2267'LUTHERSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV6079 ***********************************************************************
 JV6079  DESIGNATION -  GROVE
 JV6079  PID         -  JV6079
 JV6079  STATE/COUNTY-  PA/YORK
 JV6079  USGS QUAD   -  GLEN ROCK (1984)
 JV6079
 JV6079                         *CURRENT SURVEY CONTROL
 JV6079  ___________________________________________________________________
 JV6079* NAD 83(1992)-  39 46 01.80701(N)    076 40 31.21431(W)     ADJUSTED  
 JV6079* NAVD 88     -       320.     (meters)    1050.     (feet)  SCALED    
 JV6079  ___________________________________________________________________
 JV6079  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 JV6079  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 JV6079
 JV6079  HORZ ORDER  -  FIRST
 JV6079
 JV6079.The horizontal coordinates were established by classical geodetic methods
 JV6079.and adjusted by the National Geodetic Survey in June 2002..
 JV6079
 JV6079.The orthometric height was scaled from a topographic map.
 JV6079
 JV6079.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV6079
 JV6079.The geoid height was determined by GEOID03.
 JV6079
 JV6079;                    North         East     Units Scale Factor Converg.
 JV6079;SPC PA S     -    48,731.333   692,081.019   MT  1.00003014   +0 41 50.0
 JV6079;SPC PA S     -   159,879.38  2,270,602.48   sFT  1.00003014   +0 41 50.0
 JV6079;SPC MD       -   233,228.604   427,820.045   MT  1.00007090   +0 12 13.6
 JV6079;SPC MD       -   765,184.18  1,403,606.26   sFT  1.00007090   +0 12 13.6
 JV6079;UTM  18      - 4,403,257.906   356,505.432   MT  0.99985350   -1 04 18.6
 JV6079
 JV6079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV6079!SPC PA S     -   0.99995493  x   1.00003014  =   0.99998507
 JV6079!SPC MD       -   0.99995493  x   1.00007090  =   1.00002583
 JV6079!UTM  18      -   0.99995493  x   0.99985350  =   0.99980844
 JV6079
 JV6079|---------------------------------------------------------------------|
 JV6079| PID    Reference Object                     Distance      Geod. Az  |
 JV6079|                                                           dddmmss.s |
 JV6079| CA9468 GROVE RM 2                           22.632 METERS 06331     |
 JV6079| JV6074 STEWARTSTOWN WATER TANK             APPROX. 7.2 KM 0985414.4 |
 JV6079| CA9469 GROVE RM 3                           33.847 METERS 10119     |
 JV6079| JV1792 GROVE AZ MK RESET                                  1292848.3 |
 JV6079| CA9465 GROVE AZ MK                                        1643534.4 |
 JV6079| JV6078 SHREWSBURY WATER TANK               APPROX. 1.1 KM 1864758.5 |
 JV6079| JV6081 SHREWSBURY CHURCH SPIRE             341.634 METERS 26611     |
 JV6079| CA9467 GROVE RM 1                           23.588 METERS 29709     |
 JV6079| JV6080 BALTIMORE ELMIRA AIRWAY BCN 3       APPROX. 1.2 KM 3410936.1 |
 JV6079|---------------------------------------------------------------------|
 JV6079
 JV6079                          SUPERSEDED SURVEY CONTROL
 JV6079
 JV6079  NAD 83(1991)-  39 46 01.80522(N)    076 40 31.21498(W) AD(       ) 1
 JV6079  NAD 83(1986)-  39 46 01.80043(N)    076 40 31.21751(W) AD(       ) 1
 JV6079  NAD 27      -  39 46 01.43000(N)    076 40 32.32000(W) AD(       ) 1
 JV6079
 JV6079.Superseded values are not recommended for survey control.
 JV6079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV6079.See file dsdata.txt to determine how the superseded data were derived.
 JV6079
 JV6079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK5650503258(NAD 83)
 JV6079_MARKER: DS = TRIANGULATION STATION DISK
 JV6079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV6079
 JV6079  HISTORY     - Date     Condition        Report By
 JV6079  HISTORY     - 1934     MONUMENTED       CGS
 JV6079  HISTORY     - 1942     GOOD             CGS
 JV6079  HISTORY     - 1961     GOOD             CGS
 JV6079
 JV6079                          STATION DESCRIPTION
 JV6079
 JV6079'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 JV6079'THE STATION IS LOCATED IN SHREWSBURY, PENNSYLVANIA, 8 PACES S OF S
 JV6079'SIDE OF CONCRETE WATER TANK, WHICH IS LOCATED AT SE CORNER OF
 JV6079'CEMETERY.  STATION IS ON LINE OF CULTIVATED FIELD AND GROUND AROUND
 JV6079'WATER TANK, 7 PACES SW OF 18-INCH MAPLE TREE, AND 11 PACES WSW OF
 JV6079'18-INCH MAPLE TREE.  MARK IS 4 INCHES UNDERGROUND.
 JV6079'
 JV6079'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JV6079'BRONZE DISKS SET IN CONCRETE.
 JV6079'
 JV6079'REFERENCE MARK NO. 1 IS 77.65 FEET NW OF STATION, 4 FEET S OF CENTER
 JV6079'LINE OF ROAD ON S SIDE OF CEMETERY, 14 PACES W OF WATER TANK, AND
 JV6079'18 PACES WSW OF E END OF HEDGE ON S SIDE OF CEMETERY.  MARK PROJECTS
 JV6079'6 INCHES.
 JV6079'
 JV6079'REFERENCE MARK NO. 2 IS 74.38 FEET E OF STATION, 4 FEET N OF EDGE OF
 JV6079'CULTIVATED FIELD, 8 PACES W OF EDGE OF CULTIVATED FIELD, AND 5
 JV6079'PACES SE OF 12-INCH MAPLE TREE.  MARK PROJECTS 6 INCHES ABOVE GROUND.
 JV6079'
 JV6079'AZIMUTH MARK IS 0.5 MILE SSE OF STATION, 0.5 MILE E OF GENERAL STORE
 JV6079'AT HUNGERFORD, 6 PACES S OF CENTER LINE OF ROAD, AND 14 PACES W OF
 JV6079'LARGE MAPLE TREE.
 JV6079'
 JV6079'TO REACH FROM SHREWSBURY TURN E OFF ROUTE 111 AT IRENES ICE CREAM
 JV6079'PARLOR GO 0.2 MILE TO STATION.
 JV6079'
 JV6079'A 77-FOOT TOWER WILL CLEAR ALL LINES.
 JV6079
 JV6079                          STATION RECOVERY (1942)
 JV6079
 JV6079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (PLB)
 JV6079'STATION IS LOCATED IN SHREWSBURY, PENNSYLVANIA, 18.8 FEET SE OF A
 JV6079'CONCRETE WATER TANK WHICH IS LOCATED AT THE SE CORNER OF CEMETERY.
 JV6079'IT IS 25 FEET NE OF THE MOST SOUTHERLY OF TWO CONCRETE WATER TANKS
 JV6079'AND IS 24 FEET SW OF 16-INCH MAPLE TREE.  THE MARK IS 8 INCHES
 JV6079'BELOW THE SURFACE AND IS ON LINE WITH CULTIVATED FIELD AND GROUND
 JV6079'AROUND WATER TANKS.  ALL MARKS WERE FOUND IN GOOD CONDITION.
 JV6079'
 JV6079'REFERENCE MARK NO. 1 IS 78.57 FEET W OF STATION, 4 FEET SE OF CENTER
 JV6079'LINE OF ROAD, AND 18 FEET S OF 12-INCH MAPLE, AND 32 FEET NW OF
 JV6079'MOST SOUTHERLY OF THE TWO WATER TANKS.  THE MARK PROJECTS 1 INCH.
 JV6079'
 JV6079'REFERENCE MARK NO. 2 IS AT THE W EDGE OF CULTIVATED FIELD, 74.29 FEET
 JV6079'NNE OF STATION, AND 15 FEET S OF 12-INCH MAPLE TREE.  THE MARK
 JV6079'PROJECTS ABOUT 1 INCH.
 JV6079'
 JV6079'AZIMUTH MARK IS 0.5 MILE SSE OF STATION, 0.3 MILE E OF GENERAL STORE
 JV6079'AT HUNGERFORD, 6 PACES S OF CENTER LINE OF ROAD, AND 14 PACES W OF
 JV6079'LARGE MAPLE TREE.
 JV6079'
 JV6079'OBSERVATION MADE FROM A 77-FOOT TOWER.
 JV6079
 JV6079                          STATION RECOVERY (1961)
 JV6079
 JV6079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCC)
 JV6079'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 JV6079'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 JV6079'THE VICINITY IN WHICH THE AZIMUTH MARK WAS ESTABLISHED IS NOW A
 JV6079'CULTIVATED FIELD AND IS BELIEVED TO OF BEEN DESTROYED.  A NEW
 JV6079'AZIMUTH MARK WAS ESTABLISHED.  THE DESCRIPTION TO REACH THE STATION
 JV6079'IS ADEQUATE.
 JV6079'
 JV6079'THE STATION MARK IS NOW ABOUT 5.0 FEET BELOW THE GROUND SURFACE AND
 JV6079'AROUND JUNE 1961 THE STATION MARK AND REFERENCE MARKS 1 AND 2
 JV6079'ARE SUBJECT TO BE COVERED OVER WITH APPROXIMATELY 20 FEET OF DIRT.  A
 JV6079'SURFACE AND SUBSURFACE REFERENCE MARK NUMBER 3 WAS ESTABLISHED ON
 JV6079'THE SOUTHEAST CORNER OF THE SHREWSBURY, WATER COMPANY PROPERTY AND
 JV6079'CAN BE USED FOR A FUTURE STATION AS IT WILL NOT BE DISTURBED.  AN
 JV6079'OBSERVED ANGLE WAS TAKEN AT REFERENCE MARK 3 FROM THE AZIMUTH MARK TO
 JV6079'GROVE 1934.
 JV6079'
 JV6079'THE STATION MARK, IS A STANDARD DISK STAMPED GROVE 1934.
 JV6079'IT IS 24.0 FEET SOUTH OF THE SOUTH SIDE OF NORTH ONE
 JV6079'OF TWO CONCRETE RESERVOIRS, 55.6 FEET WSW OF A 4 FT X 4 FT RED BRICK
 JV6079'WATER VALVE HOUSE AND 113.0 FEET WEST-NORTHWEST OF A STANDARD
 JV6079'METAL WITNESS POST AND MARKER.
 JV6079'
 JV6079'REFERENCE MARK 1, IS A STANDARD DISK STAMPED GROVE NO 1 1934,
 JV6079'CEMENTED IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 JV6079'THE GROUND SURFACE.  IT IS 6.0 FEET SOUTH OF CENTER OF MACADAM ROAD
 JV6079'SOUTH OF THE CEMETERY, 18.0 FEET SOUTHWEST OF A 21-INCH ASH
 JV6079'TREE AND 190.4 FEET WEST-NORTHWEST OF THE WITNESS POST.
 JV6079'
 JV6079'REFERENCE MARK 2, IS A STANDARD DISK STAMPED GROVE NO 2 1934,
 JV6079'CEMENTED IN TOP OF SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 JV6079'ABOVE THE GROUND SURFACE.  IT IS 23.0 FEET SE OF THE 4 FT X 4 FT RED
 JV6079'BRICK WATER VALVE HOUSE, 62.0 FEET EAST- SOUTHEAST OF EAST SIDE OF
 JV6079'NORTH ONE OF TWO CONCRETE RESERVOIRS, 71.0 FEET NORTH-NORTHWEST OF
 JV6079'NORTHEAST EDGE OF A CULTIVATED FIELD AND 70.2 FEET NORTHWEST
 JV6079'OF THE WITNESS POST.
 JV6079'
 JV6079'REFERENCE MARK 3, IS A STANDARD DISK STAMPED GROVE NO 3 1960,
 JV6079'CEMENTED IN TOP AS SQUARE CONCRETE MONUMENT WHICH IS 12 INCHES
 JV6079'BELOW THE GROUND SURFACE.  IT IS 5.0 FEET NORTH-NORTHEAST OF THE
 JV6079'NORTHEAST EDGE OF THE CULTUVATED FIELD, 1.6 FEET WEST-SOUTHWEST OF
 JV6079'THE WITNESS POST, 99.4 FEET SSE OF THE 4 FT X 4 FT RED BRICK WATER
 JV6079'VALVE HOUSE AND 116.4 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 JV6079'EDGE OF NORTH ONE OF TWO CONCRETE RESERVOIRS.
 JV6079'
 JV6079'AZIMUTH MARK, IS A STANDARD DISK STAMPED GROVE 1934 RESET 1960,
 JV6079'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST END OF A CONCRETE
 JV6079'BRIDGE ALONG THE WEST SIDE OF U.S. HIGHWAY 111.  IT IS 3.5 FEET NORTH
 JV6079'OF THE SOUTH END OF THE ABUTMENT, 20.6 WEST-SOUTHWEST OF THE
 JV6079'CENTER LINE OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 111 AND ABOUT 2
 JV6079'FEET HIGHER THAN THE HIGHWAY.
 JV6079'
 JV6079'TO REACH THE AZIMUTH MARK FROM THE MAIN CROSS STREETS IN SHREWSBURY,
 JV6079'GO EAST ON STATE HIGHWAY 251 FOR 0.6 MILE TO THE JUNCTION OF U.S.
 JV6079'HIGHWAY 111.  TURN RIGHT AND GO SOUTH ON HIGHWAY 111 FOR 0.8 MILE TO
 JV6079'A CONCRETE BRIDGE AND THE AZIMUTH MARK LOCATED IN THE SOUTHWEST END.
 JV6079'
 JV6079'HEIGHT OF LIGHT ABOVE STATION MARK 27.59 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1792 ***********************************************************************
 JV1792  DESIGNATION -  GROVE AZ MK RESET
 JV1792  PID         -  JV1792
 JV1792  STATE/COUNTY-  PA/YORK
 JV1792  USGS QUAD   -  GLEN ROCK (1984)
 JV1792
 JV1792                         *CURRENT SURVEY CONTROL
 JV1792  ___________________________________________________________________
 JV1792* NAD 83(1986)-  39 45 36.     (N)    076 39 51.     (W)     SCALED    
 JV1792* NAVD 88     -       259.661  (meters)     851.90   (feet)  ADJUSTED  
 JV1792  ___________________________________________________________________
 JV1792  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 JV1792  DYNAMIC HT  -         259.530 (meters)     851.47  (feet)  COMP
 JV1792  MODELED GRAV-     980,113.9   (mgal)                       NAVD 88
 JV1792
 JV1792  VERT ORDER  -  SECOND    CLASS 0
 JV1792
 JV1792.The horizontal coordinates were scaled from a topographic map and have
 JV1792.an estimated accuracy of +/- 6 seconds.
 JV1792
 JV1792.The orthometric height was determined by differential leveling
 JV1792.and adjusted by the National Geodetic Survey in June 1991..
 JV1792
 JV1792.The geoid height was determined by GEOID03.
 JV1792
 JV1792.The dynamic height is computed by dividing the NAVD 88
 JV1792.geopotential number by the normal gravity value computed on the
 JV1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1792.degrees latitude (g = 980.6199 gals.).
 JV1792
 JV1792.The modeled gravity was interpolated from observed gravity values.
 JV1792
 JV1792;                    North         East    Units  Estimated Accuracy
 JV1792;SPC PA S     -    47,950.      693,050.      MT  (+/- 180 meters Scaled)
 JV1792
 JV1792                          SUPERSEDED SURVEY CONTROL
 JV1792
 JV1792  NGVD 29 (??/??/??)  259.871  (m)          852.59   (f) ADJUSTED    2 0
 JV1792
 JV1792.Superseded values are not recommended for survey control.
 JV1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1792.See file dsdata.txt to determine how the superseded data were derived.
 JV1792
 JV1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK574024(NAD 83)
 JV1792_MARKER: DZ = AZIMUTH MARK DISK
 JV1792_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1792_SP_SET: BRIDGE
 JV1792_STAMPING: GROVE RESET 1934 1960
 JV1792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1792
 JV1792  HISTORY     - Date     Condition        Report By
 JV1792  HISTORY     - 1960     MONUMENTED       CGS
 JV1792  HISTORY     - 1961     GOOD             CGS
 JV1792  HISTORY     - 1982     GOOD             LOCSUR
 JV1792  HISTORY     - 1987     GOOD             USPSQD
 JV1792  HISTORY     - 1988     GOOD             USPSQD
 JV1792
 JV1792                          STATION DESCRIPTION
 JV1792
 JV1792'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JV1792'1.6 MI E FROM SHREWSBURY.
 JV1792'0.8 MILE EAST ALONG STATE HIGHWAY 851 FROM THE NEW YORK BANK AND
 JV1792'TRUST COMPANY BUILDING IN SHREWSBURY, TO THE OVERHEAD INTERCHANGE
 JV1792'BRIDGE OF INTERSTATE HIGHWAY 83 (U.S. HIGHWAY 111) AND JUNCTION
 JV1792'OF INTERSTATE HIGHWAY 83 (U.S. HIGHWAY 111), THENCE SOUTH 0.76
 JV1792'MILE ALONG INTERSTATE HIGHWAY 83 (U.S. HIGHWAY 111), SET IN TOP
 JV1792'OF AND NEAR THE SOUTH END OF THE WEST BANISTER OF A 198.0 FOOT
 JV1792'LONG CONCRETE BRIDGE OF INTERSTATE HIGHWAY 83 (U.S. HIGHWAY 111)
 JV1792'OVER A GRAVELED ROAD, 20.8 FEET WEST OF THE CENTERLINE OF THE
 JV1792'SOUTH BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 83 (U.S. HIGHWAY
 JV1792'111), 3.5 FEET NORTH OF THE SOUTH END OF THE WEST BANISTER AND
 JV1792'IS ABOUT 2.0 FEET ABOVE THE LEVEL OF THE BRIDGE FLOOR AND LEVEL
 JV1792'OF THE HIGHWAY.
 JV1792
 JV1792                          STATION RECOVERY (1982)
 JV1792
 JV1792'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 JV1792'REMOVE (U.S. HIGHWAY 111) IN CONJUNCTION WITH INTERSTATE 83.
 JV1792
 JV1792                          STATION RECOVERY (1987)
 JV1792
 JV1792'RECOVERY NOTE BY US POWER SQUADRON 1987 (RED)
 JV1792'RECOVERED IN GOOD CONDITION.
 JV1792
 JV1792                          STATION RECOVERY (1988)
 JV1792
 JV1792'RECOVERY NOTE BY US POWER SQUADRON 1988 (RED)
 JV1792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1899 ***********************************************************************
 MB1899  DESIGNATION -  GROVE CITY MUNICIPAL TANK
 MB1899  PID         -  MB1899
 MB1899  STATE/COUNTY-  PA/MERCER
 MB1899  USGS QUAD   -  GROVE CITY (1981)
 MB1899
 MB1899                         *CURRENT SURVEY CONTROL
 MB1899  ___________________________________________________________________
 MB1899* NAD 83(1992)-  41 09 16.72827(N)    080 04 35.46094(W)     ADJUSTED  
 MB1899* NAVD 88     -                                                        
 MB1899  ___________________________________________________________________
 MB1899  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 MB1899  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 MB1899
 MB1899  HORZ ORDER  -  THIRD
 MB1899
 MB1899.The horizontal coordinates were established by classical geodetic methods
 MB1899.and adjusted by the National Geodetic Survey in June 2002..
 MB1899
 MB1899
 MB1899.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1899
 MB1899.The geoid height was determined by GEOID03.
 MB1899
 MB1899;                    North         East     Units Scale Factor Converg.
 MB1899;SPC PA N     -   112,341.297   404,746.163   MT  0.99996730   -1 32 20.7
 MB1899;SPC PA N     -   368,573.07  1,327,904.70   sFT  0.99996730   -1 32 20.7
 MB1899;SPC PA S     -   204,811.282   404,732.056   MT  1.00003496   -1 30 33.9
 MB1899;SPC PA S     -   671,951.68  1,327,858.42   sFT  1.00003496   -1 30 33.9
 MB1899;UTM  17      - 4,556,335.510   577,484.982   MT  0.99967389   +0 36 28.0
 MB1899
 MB1899                          SUPERSEDED SURVEY CONTROL
 MB1899
 MB1899  NAD 83(1995)-  41 09 16.73027(N)    080 04 35.46153(W) AD(       ) 4
 MB1899  NAD 83(1986)-  41 09 16.73205(N)    080 04 35.46478(W) AD(       ) 4
 MB1899  NAD 27      -  41 09 16.52000(N)    080 04 36.26000(W) AD(       ) 3
 MB1899
 MB1899.Superseded values are not recommended for survey control.
 MB1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1899.See file dsdata.txt to determine how the superseded data were derived.
 MB1899
 MB1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF7748556336(NAD 83)
 MB1899
 MB1899  HISTORY     - Date     Condition        Report By
 MB1899  HISTORY     - UNK      MONUMENTED
 MB1899  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MB1899
 MB1899                          STATION DESCRIPTION
 MB1899
 MB1899'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCE)
 MB1899'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THERE IS NO
 MB1899'PREVIOUS DESCRIPTION TO THIS STATION, A COMPLETE DESCRIPTION
 MB1899'FOLLOWS- THE STATION IS LOCATED NEAR THE SOUTHEAST EDGE OF THE TOWN
 MB1899'OF GROVE CITY, 0.2 MILE NORTH OF STATE HIGHWAY 58, ABOUT 500 FEET
 MB1899'NORTHWEST OF THE ODD FELLOWS HOME, AND ON THE WEST SIDE OF MADISON
 MB1899'AVENUE.  IT IS A LARGE BLACK TANK SUPPORTED BY AN 8 LEGGED STEEL
 MB1899'STRUCTURE AND STANDS ABOUT 75 FEET HIGH.  THE BALL AT THE APEX OF THE
 MB1899'TANK WAS PROBABLY THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2202 ***********************************************************************
 MA2202  DESIGNATION -  GROVE MT
 MA2202  PID         -  MA2202
 MA2202  STATE/COUNTY-  PA/CAMERON
 MA2202  USGS QUAD   -  SINNEMAHONING (1977)
 MA2202
 MA2202                         *CURRENT SURVEY CONTROL
 MA2202  ___________________________________________________________________
 MA2202* NAD 83(1992)-  41 20 50.47842(N)    078 06 37.74584(W)     ADJUSTED  
 MA2202* NAVD 88     -       669.6    (meters)    2197.     (feet)  VERTCON   
 MA2202  ___________________________________________________________________
 MA2202  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 MA2202  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 MA2202
 MA2202  HORZ ORDER  -  SECOND
 MA2202
 MA2202.The horizontal coordinates were established by classical geodetic methods
 MA2202.and adjusted by the National Geodetic Survey in June 2002..
 MA2202
 MA2202.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2202
 MA2202.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2202
 MA2202.The geoid height was determined by GEOID03.
 MA2202
 MA2202;                    North         East     Units Scale Factor Converg.
 MA2202;SPC PA N     -   131,182.591   569,831.684   MT  0.99995758   -0 14 18.5
 MA2202;SPC PA N     -   430,388.22  1,869,522.78   sFT  0.99995758   -0 14 18.5
 MA2202;UTM  17      - 4,581,346.794   741,745.584   MT  1.00031928   +1 54 35.3
 MA2202
 MA2202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2202!SPC PA N     -   0.99990003  x   0.99995758  =   0.99985762
 MA2202!UTM  17      -   0.99990003  x   1.00031928  =   1.00021928
 MA2202
 MA2202|---------------------------------------------------------------------|
 MA2202| PID    Reference Object                     Distance      Geod. Az  |
 MA2202|                                                           dddmmss.s |
 MA2202| CJ9910 GROVE MT RM 1                        11.336 METERS 07324     |
 MA2202| CJ9911 GROVE MT RM 2                        13.127 METERS 16250     |
 MA2202| MA2205 GROVE MT AZ MK                      APPROX. 4.0 KM 2331102.8 |
 MA2202|---------------------------------------------------------------------|
 MA2202
 MA2202                          SUPERSEDED SURVEY CONTROL
 MA2202
 MA2202  NAD 83(1986)-  41 20 50.47679(N)    078 06 37.74763(W) AD(       ) 2
 MA2202  NAD 27      -  41 20 50.24894(N)    078 06 38.73550(W) AD(       ) 2
 MA2202  NGVD 29 (07/19/86)  669.8    (m)         2198.     (f) VERT ANG       
 MA2202
 MA2202.Superseded values are not recommended for survey control.
 MA2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2202.See file dsdata.txt to determine how the superseded data were derived.
 MA2202
 MA2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF4174681347(NAD 83)
 MA2202_MARKER: Z = SEE DESCRIPTION
 MA2202_SETTING: 0 = UNSPECIFIED SETTING
 MA2202
 MA2202  HISTORY     - Date     Condition        Report By
 MA2202  HISTORY     - 1968     MONUMENTED       USGS
 MA2202
 MA2202                          STATION DESCRIPTION
 MA2202
 MA2202'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (ELH)
 MA2202'THE STATION IS LOCATED ABOUT 2 MILES NORTH-NORTHWEST OF
 MA2202'SINNEMAHONING, 1.5 MILES NORTHEAST OF DRIFTWOOD AND ON STATE
 MA2202'FOREST LANDS.  IT IS ON A HIGH WOODED MOUNTAIN KNOWN AS GROVE
 MA2202'MOUNTAIN.
 MA2202'
 MA2202'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 120 AND STATE
 MA2202'HIGHWAY 555, IN DRIFTWOOD, GO SOUTHEAST ON U.S.  HIGHWAY 120 FOR
 MA2202'2.9 MILES TO A CROSSROAD IN SINNEMAHONING, TURN LEFT AND GO NORTH ON
 MA2202'THE PAVED ROAD FOR 0.35 MILE TO A FORK, TAKE THE LEFT FORK AND GO
 MA2202'NORTHWEST, CROSSING A CREEK, FOR 0.05 MILE TO A FORK, TAKE THE RIGHT
 MA2202'FORK AND GO WEST ON THE TRACK ROAD FOR 2.2 MILES TO A CLEARING AND
 MA2202'A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO NORTHEAST ON THE TRACK
 MA2202'ROAD FOR 0.3 MILE TO A DIM WOODS ROAD AND TRIANGULAR BLAZED TREE ON
 MA2202'THE LEFT, TURN LEFT AND GO 100 YARDS TO THE TOP OF HILL AND THE
 MA2202'STATION.
 MA2202'
 MA2202'THE STATION MARK IS 17 FEET NORTHWEST OF A 6-INCH OAK TREE AND 4.2
 MA2202'FEET SOUTHEAST OF A METAL WITNESS POST.  THE MARK IS A U.S.
 MA2202'GEOLOGICAL SURVEY BENCH MARK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 MA2202'BEDROCK IN THE CENTER OF THE BASE FOR THE TORN DOWN LOOKOUT TOWER
 MA2202'AND IS STAMPED GROVE MT 1934.
 MA2202'
 MA2202'REFERENCE MARK NO. 1 IS 40.7 FEET EAST OF THE METAL WITNESS POST AND
 MA2202'26 FEET NORTHEAST OF THE 6-INCH OAK TREE.  THE MARK IS A STANDARD
 MA2202'DISK CEMENTED IN A DRILL HOLE IN A BOULDER AND IS STAMPED GROVE MT
 MA2202'USGS NO 1 1968.
 MA2202'
 MA2202'REFERENCE MARK NO. 2 IS 45.4 FEET SOUTH OF THE METAL WITNESS POST AND
 MA2202'36 FEET SOUTHWEST OF THE 6-INCH OAK TREE.  THE MARK IS A STANDARD
 MA2202'DISK CEMENTED IN A DRILL HOLE IN A BOULDER AND IS STAMPED GROVE MT
 MA2202'USGS NO 2 1968.
 MA2202'
 MA2202'THE AZIMUTH MARK IS 29 FEET NORTH OF THE NORTH RAIL OF RAILROAD
 MA2202'TRACKS AND 12 FEET WEST OF A TELEPHONE POLE.  THE MARK IS A
 MA2202'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE NORTHEAST WINGWALL OF
 MA2202'BRIDGE AND IS STAMPED GROVE MT USGS 1968.
 MA2202'
 MA2202'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 120 AND
 MA2202'STATE HIGHWAY 555, IN DRIFTWOOD, GO WEST ON STATE HIGHWAY 555 FOR
 MA2202'1.3 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO SOUTHEAST ON
 MA2202'CASTLE GARDEN ROAD FOR 0.05 MILE TO THE RAILROAD BRIDGE AND THE MARK
 MA2202'ON THE LEFT.
 MA2202'
 MA2202'HEIGHT OF LIGHT ABOVE STATION MARK 18.4 METERS.
 MA2202'
 MA2202'DISTANCE TO THE AZIMUTH BY TELLUROMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2205 ***********************************************************************
 MA2205  DESIGNATION -  GROVE MT AZ MK
 MA2205  PID         -  MA2205
 MA2205  STATE/COUNTY-  PA/CAMERON
 MA2205  USGS QUAD   -  DRIFTWOOD (1988)
 MA2205
 MA2205                         *CURRENT SURVEY CONTROL
 MA2205  ___________________________________________________________________
 MA2205* NAD 83(1992)-  41 19 32.62527(N)    078 08 55.68001(W)     ADJUSTED  
 MA2205* NAVD 88     -       252.85   (+/-2cm)     829.6    (feet)  VERTCON   
 MA2205  ___________________________________________________________________
 MA2205  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 MA2205  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 MA2205
 MA2205  HORZ ORDER  -  SECOND
 MA2205  VERT ORDER  -  THIRD ? (See Below)
 MA2205
 MA2205.The horizontal coordinates were established by classical geodetic methods
 MA2205.and adjusted by the National Geodetic Survey in June 2002..
 MA2205
 MA2205.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2205.The vertical order pertains to the NGVD 29 superseded value.
 MA2205
 MA2205.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2205
 MA2205.The geoid height was determined by GEOID03.
 MA2205
 MA2205;                    North         East     Units Scale Factor Converg.
 MA2205;SPC PA N     -   128,794.994   566,614.132   MT  0.99995811   -0 15 49.8
 MA2205;SPC PA N     -   422,554.91  1,858,966.53   sFT  0.99995811   -0 15 49.8
 MA2205;UTM  17      - 4,578,839.402   738,618.675   MT  1.00030079   +1 53 01.1
 MA2205
 MA2205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2205!SPC PA N     -   0.99996540  x   0.99995811  =   0.99992351
 MA2205!UTM  17      -   0.99996540  x   1.00030079  =   1.00026618
 MA2205
 MA2205                          SUPERSEDED SURVEY CONTROL
 MA2205
 MA2205  NAD 83(1986)-  41 19 32.62351(N)    078 08 55.68257(W) AD(       ) 2
 MA2205  NAD 27      -  41 19 32.39555(N)    078 08 56.66505(W) AD(       ) 2
 MA2205  NGVD 29 (07/19/86)  253.02   (m)          830.1    (f) LEVELING    3  
 MA2205
 MA2205.Superseded values are not recommended for survey control.
 MA2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2205.See file dsdata.txt to determine how the superseded data were derived.
 MA2205
 MA2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF3861978839(NAD 83)
 MA2205
 MA2205  HISTORY     - Date     Condition        Report By
 MA2205  HISTORY     - 1968     MONUMENTED       CGS
 MA2205
 MA2205                          STATION DESCRIPTION
 MA2205
 MA2205'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MA2205'SEE STATION GROVE MT USGS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1850 ***********************************************************************
 MA1850  DESIGNATION -  GROVE RM
 MA1850  PID         -  MA1850
 MA1850  STATE/COUNTY-  PA/WARREN
 MA1850  USGS QUAD   -  SHEFFIELD (1973)
 MA1850
 MA1850                         *CURRENT SURVEY CONTROL
 MA1850  ___________________________________________________________________
 MA1850* NAD 83(1992)-  41 41 14.16139(N)    079 05 31.82611(W)     ADJUSTED  
 MA1850* NAVD 88     -       619.     (meters)    2031.     (feet)  SCALED    
 MA1850  ___________________________________________________________________
 MA1850  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 MA1850  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 MA1850
 MA1850  HORZ ORDER  -  SECOND
 MA1850
 MA1850.The horizontal coordinates were established by classical geodetic methods
 MA1850.and adjusted by the National Geodetic Survey in June 2002..
 MA1850
 MA1850.The orthometric height was scaled from a topographic map.
 MA1850
 MA1850.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1850
 MA1850.The geoid height was determined by GEOID03.
 MA1850
 MA1850;                    North         East     Units Scale Factor Converg.
 MA1850;SPC PA N     -   169,736.027   488,265.117   MT  0.99996791   -0 53 16.4
 MA1850;SPC PA N     -   556,875.62  1,601,916.47   sFT  0.99996791   -0 53 16.4
 MA1850;UTM  17      - 4,616,813.207   658,776.326   MT  0.99991023   +1 16 08.7
 MA1850
 MA1850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1850!SPC PA N     -   0.99990802  x   0.99996791  =   0.99987593
 MA1850!UTM  17      -   0.99990802  x   0.99991023  =   0.99981826
 MA1850
 MA1850                          SUPERSEDED SURVEY CONTROL
 MA1850
 MA1850  NAD 83(1996)-  41 41 14.16229(N)    079 05 31.82643(W) AD(       ) 2
 MA1850  NAD 83(1986)-  41 41 14.16342(N)    079 05 31.82548(W) AD(       ) 2
 MA1850  NAD 27      -  41 41 13.94362(N)    079 05 32.67785(W) AD(       ) 2
 MA1850
 MA1850.Superseded values are not recommended for survey control.
 MA1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1850.See file dsdata.txt to determine how the superseded data were derived.
 MA1850
 MA1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG5877616813(NAD 83)
 MA1850
 MA1850  HISTORY     - Date     Condition        Report By
 MA1850  HISTORY     - 1938     MONUMENTED       USGS
 MA1850
 MA1850                          STATION DESCRIPTION
 MA1850
 MA1850'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 MA1850'SEE STATION CHERRY GROVE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB3019 ***********************************************************************
 MB3019  DESIGNATION -  GROVEPORT
 MB3019  PID         -  MB3019
 MB3019  STATE/COUNTY-  PA/MERCER
 MB3019  USGS QUAD   -  MERCER (1990)
 MB3019
 MB3019                         *CURRENT SURVEY CONTROL
 MB3019  ___________________________________________________________________
 MB3019* NAD 83(1992)-  41 08 46.39173(N)    080 09 57.82337(W)     ADJUSTED  
 MB3019* NAVD 88     -       402.8    (meters)    1322.     (feet)  VERTCON   
 MB3019  ___________________________________________________________________
 MB3019  X           -     821,549.194 (meters)                     COMP
 MB3019  Y           -  -4,739,523.049 (meters)                     COMP
 MB3019  Z           -   4,174,907.675 (meters)                     COMP
 MB3019  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 MB3019  ELLIP HEIGHT-         368.90  (meters)          (06/21/02) GPS OBS
 MB3019  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MB3019
 MB3019  HORZ ORDER  -  THIRD
 MB3019  ELLP ORDER  -  FOURTH    CLASS I
 MB3019
 MB3019.The horizontal coordinates were established by GPS observations
 MB3019.and adjusted by the National Geodetic Survey in June 2002..
 MB3019
 MB3019.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3019
 MB3019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3019
 MB3019.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3019
 MB3019.The ellipsoidal height was determined by GPS observations
 MB3019.and is referenced to NAD 83.
 MB3019
 MB3019.The geoid height was determined by GEOID03.
 MB3019
 MB3019;                    North         East     Units Scale Factor Converg.
 MB3019;SPC PA N     -   111,611.591   397,206.865   MT  0.99996798   -1 35 54.0
 MB3019;SPC PA N     -   366,179.03  1,303,169.52   sFT  0.99996798   -1 35 54.0
 MB3019;SPC PA S     -   204,077.550   397,192.643   MT  1.00003316   -1 34 03.1
 MB3019;SPC PA S     -   669,544.43  1,303,122.86   sFT  1.00003316   -1 34 03.1
 MB3019;UTM  17      - 4,555,324.179   569,980.570   MT  0.99966027   +0 32 55.5
 MB3019
 MB3019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3019!SPC PA N     -   0.99994214  x   0.99996798  =   0.99991012
 MB3019!SPC PA S     -   0.99994214  x   1.00003316  =   0.99997530
 MB3019!UTM  17      -   0.99994214  x   0.99966027  =   0.99960243
 MB3019
 MB3019:                Primary Azimuth Mark                     Grid Az
 MB3019:SPC PA N     -  GROVEPORT AZ MK                          094 22 05.8
 MB3019:SPC PA S     -  GROVEPORT AZ MK                          094 20 14.9
 MB3019:UTM  17      -  GROVEPORT AZ MK                          092 13 16.3
 MB3019
 MB3019|---------------------------------------------------------------------|
 MB3019| PID    Reference Object                     Distance      Geod. Az  |
 MB3019|                                                           dddmmss.s |
 MB3019| MB3020 GROVEPORT AZ MK                     APPROX. 0.5 KM 0924611.8 |
 MB3019|---------------------------------------------------------------------|
 MB3019
 MB3019                          SUPERSEDED SURVEY CONTROL
 MB3019
 MB3019  NAD 83(1995)-  41 08 46.39342(N)    080 09 57.82894(W) AD(       ) 3
 MB3019  NAD 83(1986)-  41 08 46.39956(N)    080 09 57.82995(W) AD(       ) 3
 MB3019  NGVD 29 (09/11/89)  403.0    (m)         1322.     (f) GPS OBS        
 MB3019
 MB3019.Superseded values are not recommended for survey control.
 MB3019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3019.See file dsdata.txt to determine how the superseded data were derived.
 MB3019
 MB3019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF6998155324(NAD 83)
 MB3019_MARKER: I = METAL ROD
 MB3019_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MB3019_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MB3019_STAMPING: GROVEPORT 1988
 MB3019_MARK LOGO: NGS   
 MB3019_PROJECTION: FLUSH
 MB3019_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3019_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MB3019+STABILITY: POSITION/ELEVATION WELL
 MB3019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3019+SATELLITE: SATELLITE OBSERVATIONS - 1988
 MB3019_ROD/PIPE-DEPTH: 22.0 meters
 MB3019_SLEEVE-DEPTH  : 1.0 meters
 MB3019
 MB3019  HISTORY     - Date     Condition        Report By
 MB3019  HISTORY     - 1988     MONUMENTED       NGS
 MB3019
 MB3019                          STATION DESCRIPTION
 MB3019
 MB3019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 MB3019'THE STATION IS LOCATED ABOUT 11.0 KM (6.85 MI) SOUTHEAST OF MERCER,
 MB3019'7.1 KM (4.40 MI) WEST OF GROVE CITY, AT THE GROVE CITY AIRPORT, ON THE
 MB3019'NORTH SIDE OF AND NEAR THE CENTER OF THE SINGLE ASPHALT RUNWAY.
 MB3019'OWNERSHIP--BOROUGH OF GROVE CITY, C/O AIRPORT MANAGER JIM WEBER, 1328
 MB3019'WEST MAIN STREET, GROVE CITY PA 16127.  PHONE 412-748-3400.
 MB3019'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 79 AND
 MB3019'STATE HIGHWAYS 208 AND 258, EXIT 31, ABOUT 6.1 KM (3.80 MI) WEST OF
 MB3019'GROVE CITY, GO WEST FOR 1.0 KM (0.60 MI) ON HIGHWAY 208 TO A PAVED
 MB3019'SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH FOR 0.3 KM (0.20 MI)
 MB3019'ON THE AIRPORT ENTRANCE ROAD TO THE AIRPORT ADMINISTRATION BUILDING ON
 MB3019'THE LEFT.  CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.2 KM (0.10 MI)
 MB3019'ON THE ASPHALT APRON AND MAIN CONNECTING TAXIWAY ON THE NORTH SIDE OF
 MB3019'THE RUNWAY.  TURN RIGHT AND GO EAST FOR 0.2 KM (0.10 MI) ON THE NORTH
 MB3019'SIDE OF THE RUNWAY TO THE STATION ON THE LEFT NEAR THE THIRD RUNWAY
 MB3019'LIGHT EAST OF THE TAXIWAY.
 MB3019'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 MB3019'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 22.0 METERS IN A
 MB3019'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 MB3019'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 MB3019'LOCATED 49.5 M (162.4 FT) EAST-NORTHEAST FROM THE SECOND WHITE RUNWAY
 MB3019'LIGHT ON THE NORTH SIDE OF THE RUNWAY EAST OF THE CONNECTING TAXIWAY,
 MB3019'25.4 M (83.3 FT) NORTH FROM THE CENTER OF THE RUNWAY, 16.0 M
 MB3019'(52.5 FT) NORTHWEST FROM THE THIRD WHITE RUNWAY LIGHT ON THE NORTH
 MB3019'SIDE OF THE RUNWAY EAST OF THE CONNECTING TAXIWAY, AND 4.8 M
 MB3019'(15.7 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 MB3019'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB3020 ***********************************************************************
 MB3020  DESIGNATION -  GROVEPORT AZ MK
 MB3020  PID         -  MB3020
 MB3020  STATE/COUNTY-  PA/MERCER
 MB3020  USGS QUAD   -  MERCER (1990)
 MB3020
 MB3020                         *CURRENT SURVEY CONTROL
 MB3020  ___________________________________________________________________
 MB3020* NAD 83(1992)-  41 08 45.56966(N)    080 09 35.36234(W)     ADJUSTED  
 MB3020* NAVD 88     -       394.8    (meters)    1295.     (feet)  VERTCON   
 MB3020  ___________________________________________________________________
 MB3020  X           -     822,067.110 (meters)                     COMP
 MB3020  Y           -  -4,739,444.020 (meters)                     COMP
 MB3020  Z           -   4,174,883.274 (meters)                     COMP
 MB3020  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 MB3020  ELLIP HEIGHT-         360.84  (meters)          (06/21/02) GPS OBS
 MB3020  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 MB3020
 MB3020  HORZ ORDER  -  THIRD
 MB3020  ELLP ORDER  -  FOURTH    CLASS I
 MB3020
 MB3020.The horizontal coordinates were established by GPS observations
 MB3020.and adjusted by the National Geodetic Survey in June 2002..
 MB3020
 MB3020.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB3020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB3020
 MB3020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB3020
 MB3020.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB3020
 MB3020.The ellipsoidal height was determined by GPS observations
 MB3020.and is referenced to NAD 83.
 MB3020
 MB3020.The geoid height was determined by GEOID03.
 MB3020
 MB3020;                    North         East     Units Scale Factor Converg.
 MB3020;SPC PA N     -   111,571.652   397,729.712   MT  0.99996800   -1 35 39.1
 MB3020;SPC PA N     -   366,047.99  1,304,884.90   sFT  0.99996800   -1 35 39.1
 MB3020;SPC PA S     -   204,037.889   397,715.546   MT  1.00003311   -1 33 48.5
 MB3020;SPC PA S     -   669,414.31  1,304,838.42   sFT  1.00003311   -1 33 48.5
 MB3020;UTM  17      - 4,555,303.862   570,504.385   MT  0.99966118   +0 33 10.2
 MB3020
 MB3020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB3020!SPC PA N     -   0.99994340  x   0.99996800  =   0.99991140
 MB3020!SPC PA S     -   0.99994340  x   1.00003311  =   0.99997651
 MB3020!UTM  17      -   0.99994340  x   0.99966118  =   0.99960460
 MB3020
 MB3020:                Primary Azimuth Mark                     Grid Az
 MB3020:SPC PA N     -  GROVEPORT                                274 22 05.6
 MB3020:SPC PA S     -  GROVEPORT                                274 20 15.0
 MB3020:UTM  17      -  GROVEPORT                                272 13 16.3
 MB3020
 MB3020|---------------------------------------------------------------------|
 MB3020| PID    Reference Object                     Distance      Geod. Az  |
 MB3020|                                                           dddmmss.s |
 MB3020| MB3019 GROVEPORT                           APPROX. 0.5 KM 2724626.5 |
 MB3020|---------------------------------------------------------------------|
 MB3020
 MB3020                          SUPERSEDED SURVEY CONTROL
 MB3020
 MB3020  NAD 83(1995)-  41 08 45.57166(N)    080 09 35.36932(W) AD(       ) 3
 MB3020  NAD 83(1986)-  41 08 45.57764(N)    080 09 35.37023(W) AD(       ) 3
 MB3020  NGVD 29 (09/11/89)  394.9    (m)         1296.     (f) GPS OBS        
 MB3020
 MB3020.Superseded values are not recommended for survey control.
 MB3020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB3020.See file dsdata.txt to determine how the superseded data were derived.
 MB3020
 MB3020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF7050455304(NAD 83)
 MB3020_MARKER: I = METAL ROD
 MB3020_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MB3020_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MB3020_STAMPING: GROVEPORT AZ MK 1988
 MB3020_MARK LOGO: NGS   
 MB3020_PROJECTION: FLUSH
 MB3020_MAGNETIC: I = MARKER IS A STEEL ROD
 MB3020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MB3020+STABILITY: POSITION/ELEVATION WELL
 MB3020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB3020+SATELLITE: SATELLITE OBSERVATIONS - 1988
 MB3020_ROD/PIPE-DEPTH: 11.0 meters
 MB3020_SLEEVE-DEPTH  : 1.0 meters
 MB3020
 MB3020  HISTORY     - Date     Condition        Report By
 MB3020  HISTORY     - 1988     MONUMENTED       NGS
 MB3020
 MB3020                          STATION DESCRIPTION
 MB3020
 MB3020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 MB3020'THE STATION IS LOCATED ABOUT 11.0 KM (6.85 MI) SOUTHEAST OF MERCER,
 MB3020'7.1 KM (4.40 MI) WEST OF GROVE CITY, AT THE GROVE CITY AIRPORT, NEAR
 MB3020'THE NORTHEAST CORNER OF THE SINGLE ASPHALT RUNWAY.
 MB3020'OWNERSHIP--BOROUGH OF GROVE CITY, C/O AIRPORT MANAGER JIM WEBER, 1328
 MB3020'WEST MAIN STREET, GROVE CITY PA 16127.  PHONE 412-748-3400.
 MB3020'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 79 AND
 MB3020'STATE HIGHWAYS 208 AND 258, EXIT 31, ABOUT 6.1 KM (3.80 MI) WEST OF
 MB3020'GROVE CITY, GO WEST FOR 1.0 KM (0.60 MI) ON HIGHWAY 208 TO A PAVED
 MB3020'SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH FOR 0.3 KM (0.20 MI)
 MB3020'ON THE AIRPORT ENTRANCE ROAD TO THE AIRPORT ADMINISTRATION BUILDING ON
 MB3020'THE LEFT.  CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.2 KM (0.10 MI)
 MB3020'ON THE ASPHALT APRON AND MAIN CONNECTING TAXIWAY TO THE RUNWAY.  TURN
 MB3020'RIGHT AND GO EAST FOR 0.6 KM (0.35 MI) ON THE RUNWAY TO THE STATION ON
 MB3020'THE LEFT JUST BEFORE REACHING THE EAST END OF THE RUNWAY.
 MB3020'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 MB3020'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 11.0 METERS IN A GREASE
 MB3020'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 MB3020'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 MB3020'34.0 M (111.5 FT) EAST-NORTHEAST FROM THE FIRST WHITE RUNWAY LIGHT ON
 MB3020'THE NORTH SIDE OF THE RUNWAY FROM THE EAST END OF THE RUNWAY, 22.0 M
 MB3020'(72.2 FT) WEST-NORTHWEST FROM THE NORTHEAST CORNER OF THE ASPHALT
 MB3020'RUNWAY, 20.2 M (66.3 FT) NORTH FROM THE CENTER OF THE RUNWAY, AND 4.4
 MB3020'M (14.4 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 MB3020'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1915 ***********************************************************************
 MA1915  DESIGNATION -  GROVER
 MA1915  PID         -  MA1915
 MA1915  STATE/COUNTY-  PA/JEFFERSON
 MA1915  USGS QUAD   -  BROOKVILLE (1969)
 MA1915
 MA1915                         *CURRENT SURVEY CONTROL
 MA1915  ___________________________________________________________________
 MA1915* NAD 83(1992)-  41 09 15.77651(N)    079 00 25.36681(W)     ADJUSTED  
 MA1915* NAVD 88     -       482.     (meters)    1581.     (feet)  SCALED    
 MA1915  ___________________________________________________________________
 MA1915  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 MA1915  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 MA1915
 MA1915  HORZ ORDER  -  SECOND
 MA1915
 MA1915.The horizontal coordinates were established by classical geodetic methods
 MA1915.and adjusted by the National Geodetic Survey in June 2002..
 MA1915
 MA1915.The orthometric height was scaled from a topographic map.
 MA1915
 MA1915.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1915
 MA1915.The geoid height was determined by GEOID03.
 MA1915
 MA1915;                    North         East     Units Scale Factor Converg.
 MA1915;SPC PA N     -   110,454.995   494,492.488   MT  0.99996732   -0 49 53.7
 MA1915;SPC PA N     -   362,384.43  1,622,347.44   sFT  0.99996732   -0 49 53.7
 MA1915;UTM  17      - 4,557,809.547   667,223.335   MT  0.99994417   +1 18 42.6
 MA1915
 MA1915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1915!SPC PA N     -   0.99992951  x   0.99996732  =   0.99989683
 MA1915!UTM  17      -   0.99992951  x   0.99994417  =   0.99987368
 MA1915
 MA1915|---------------------------------------------------------------------|
 MA1915| PID    Reference Object                     Distance      Geod. Az  |
 MA1915|                                                           dddmmss.s |
 MA1915| CX4640 GROVER RM 2                          23.817 METERS 07353     |
 MA1915| MA2294 BERK                                APPROX. 3.5 KM 1151113.8 |
 MA1915| CX4638 GROVER AZ MK                                       1252238.6 |
 MA1915| CX4639 GROVER RM 1                          28.139 METERS 33323     |
 MA1915|---------------------------------------------------------------------|
 MA1915
 MA1915                          SUPERSEDED SURVEY CONTROL
 MA1915
 MA1915  NAD 83(1986)-  41 09 15.77782(N)    079 00 25.36989(W) AD(       ) 2
 MA1915  NAD 27      -  41 09 15.54366(N)    079 00 26.24149(W) AD(       ) 2
 MA1915
 MA1915.Superseded values are not recommended for survey control.
 MA1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1915.See file dsdata.txt to determine how the superseded data were derived.
 MA1915
 MA1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF6722357810(NAD 83)
 MA1915_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1915
 MA1915  HISTORY     - Date     Condition        Report By
 MA1915  HISTORY     - 1958     MONUMENTED       CGS
 MA1915
 MA1915                          STATION DESCRIPTION
 MA1915
 MA1915'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 MA1915'STATION IS LOCATED ON THE SOUTH END OF A LONG TIMBERED RIDGE, ABOUT 3
 MA1915'1/2 MILES EAST OF BROOKVILLE, 1 MILE NORTH OF U.S. HIGHWAY 322, 0.35
 MA1915'MILE SOUTHWEST OF THE CONFLUENCE OF MILL CREEK AND FIVE MILE RUN.
 MA1915'
 MA1915'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 322 AND STATE HIGHWAY 28,
 MA1915'ABOUT 1 MILE EAST OF THE CENTER OF BROOKVILLE BY GOING EASTERLY
 MA1915'ON HIGHWAY 322 FOR 3.55 MILES, (THREE MAIL BOXES ON THE RIGHT AND A
 MA1915'WHITE COTTAGE WHICH SETS BACK FROM THE ROAD, ON THE LEFT) TURN
 MA1915'LEFT AND FOLLOW A ROCKY ROAD NORTH, (PASSING THE COTTAGE ON THE EAST
 MA1915'SIDE) FOR 0.35 MILE, MR. GROVER TAYLORS HOME ON THE LEFT, CONTINUE
 MA1915'STRAIGHT AHEAD, NORTH, ON TRACK ROAD FOR 0.35 MILE, (ROAD ENTERS
 MA1915'WOODS AT THIS POINT) CONTINUE ON THE MAIN TRACK ROAD, THROUGH THE
 MA1915'WOODS FOR 0.65 MILE, AZIMUTH MARK ON THE LEFT, CONTINUE
 MA1915'STRAIGHT AHEAD, ON THE TRACK ROAD FOR ABOUT 300 FEET, GAS WELL ON THE
 MA1915'RIGHT AND THE STATION ON THE LEFT.
 MA1915'
 MA1915'STATION MARK IS A STANDARD DISK, STAMPED GROVER 1958, SET IN THE TOP
 MA1915'OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 15
 MA1915'FEET WEST OF A TRACK ROAD, 50 FEET EAST OF A TRIANGULAR BLAZED OAK
 MA1915'TREE.  A 4 X 4 WHITE WITNESS POST WAS SET 6 FEET EAST OF THE MARK.
 MA1915'
 MA1915'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED GROVER NO 1 1958,
 MA1915'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 MA1915'INCHES.  IT IS 14 FEET WEST OF THE TRACK ROAD.
 MA1915'
 MA1915'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED GROVER NO 2 1958,
 MA1915'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 MA1915'IT IS 62 FEET EAST OF THE TRACK ROAD.
 MA1915'
 MA1915'REFERENCE MARK NUMBER 3 (AZIMUTH MARK) IS A STANDARD DISK, STAMPED
 MA1915'GROVER NO 3 1958, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH
 MA1915'IS FLUSH WITH THE GROUND.  IT IS 13 FEET EAST OF THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2290 ***********************************************************************
 KX2290  DESIGNATION -  GROVES
 KX2290  PID         -  KX2290
 KX2290  STATE/COUNTY-  PA/SOMERSET
 KX2290  USGS QUAD   -  STOYSTOWN (1994)
 KX2290
 KX2290                         *CURRENT SURVEY CONTROL
 KX2290  ___________________________________________________________________
 KX2290* NAD 83(1992)-  40 03 39.83306(N)    078 54 14.54538(W)     ADJUSTED  
 KX2290* NAVD 88     -       768.     (meters)    2520.     (feet)  SCALED    
 KX2290  ___________________________________________________________________
 KX2290  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 KX2290  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 KX2290
 KX2290  HORZ ORDER  -  THIRD
 KX2290
 KX2290.The horizontal coordinates were established by classical geodetic methods
 KX2290.and adjusted by the National Geodetic Survey in June 2002..
 KX2290
 KX2290.The orthometric height was scaled from a topographic map.
 KX2290
 KX2290.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2290
 KX2290.The geoid height was determined by GEOID03.
 KX2290
 KX2290;                    North         East     Units Scale Factor Converg.
 KX2290;SPC PA S     -    81,446.668   501,544.408   MT  0.99998248   -0 44 55.4
 KX2290;SPC PA S     -   267,212.94  1,645,483.61   sFT  0.99998248   -0 44 55.4
 KX2290;SPC PA N     -   -11,072.087   501,519.746   MT  1.00023409   -0 45 48.4
 KX2290;SPC PA N     -   -36,325.67  1,645,402.70   sFT  1.00023409   -0 45 48.4
 KX2290;UTM  17      - 4,436,639.688   678,757.937   MT  0.99999339   +1 20 57.6
 KX2290
 KX2290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2290!SPC PA S     -   0.99988455  x   0.99998248  =   0.99986703
 KX2290!SPC PA N     -   0.99988455  x   1.00023409  =   1.00011861
 KX2290!UTM  17      -   0.99988455  x   0.99999339  =   0.99987794
 KX2290
 KX2290:                Primary Azimuth Mark                     Grid Az
 KX2290:SPC PA S     -  WEIBLE                                   016 31 48.3
 KX2290:SPC PA N     -  WEIBLE                                   016 32 41.3
 KX2290:UTM  17      -  WEIBLE                                   014 25 55.3
 KX2290
 KX2290|---------------------------------------------------------------------|
 KX2290| PID    Reference Object                     Distance      Geod. Az  |
 KX2290|                                                           dddmmss.s |
 KX2290| KX2289 WEIBLE                              APPROX. 6.9 KM 0154652.9 |
 KX2290|---------------------------------------------------------------------|
 KX2290
 KX2290                          SUPERSEDED SURVEY CONTROL
 KX2290
 KX2290  NAD 83(1995)-  40 03 39.83913(N)    078 54 14.54919(W) AD(       ) 3
 KX2290  NAD 83(1986)-  40 03 39.83941(N)    078 54 14.55072(W) AD(       ) 3
 KX2290  NAD 27      -  40 03 39.55753(N)    078 54 15.46844(W) AD(       ) 3
 KX2290
 KX2290.Superseded values are not recommended for survey control.
 KX2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2290.See file dsdata.txt to determine how the superseded data were derived.
 KX2290
 KX2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE7875836640(NAD 83)
 KX2290_MARKER: DD = SURVEY DISK
 KX2290_SETTING: 0 = UNSPECIFIED SETTING
 KX2290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX2290
 KX2290  HISTORY     - Date     Condition        Report By
 KX2290  HISTORY     - 1911     MONUMENTED       USGS
 KX2290
 KX2290                          STATION DESCRIPTION
 KX2290
 KX2290'DESCRIBED BY US GEOLOGICAL SURVEY 1911
 KX2290'ON LAND OWNED BY JOHN A GROVES, 0.8 MI SE. OF LAMBERTVILLE, ON BARE
 KX2290'HILL WITH A FEW SCATTERING TREES ON SAME ABOUT 753 FT S. OF HOUSE OF
 KX2290'MR. GROVES.
 KX2290'
 KX2290'STATION MARK, A SANDSTONE ROCK SET 26 IN. IN GROUND.  A PENNSYLVANIA
 KX2290'TRIANGULATION DISK IS SET IN TOP OF POST.
 KX2290'
 KX2290'SIGNAL, SAWED LUMBER TRIPOD.  INSTRUMENT OVER CENTER AND SIGNAL.
 KX2290'
 KX2290'REFERENCE MARKS,  A DOUBLE CHERRY TREE, BEARING N 43 DEG 42 MIN E,
 KX2290'DISTANT 183.5 FT, A CHERRY TREE BEARING N 43 DEG 42 MIN E,
 KX2290'DISTANT 227 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1775 ***********************************************************************
 LZ1775  DESIGNATION -  GRUGAN
 LZ1775  PID         -  LZ1775
 LZ1775  STATE/COUNTY-  PA/CLINTON
 LZ1775  USGS QUAD   -  RENOVO EAST (1986)
 LZ1775
 LZ1775                         *CURRENT SURVEY CONTROL
 LZ1775  ___________________________________________________________________
 LZ1775* NAD 83(1992)-  41 17 27.93020(N)    077 39 05.51363(W)     ADJUSTED  
 LZ1775* NAVD 88     -       688.9    (meters)    2260.     (feet)  VERTCON   
 LZ1775  ___________________________________________________________________
 LZ1775  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 LZ1775  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 LZ1775
 LZ1775  HORZ ORDER  -  THIRD
 LZ1775
 LZ1775.The horizontal coordinates were established by classical geodetic methods
 LZ1775.and adjusted by the National Geodetic Survey in June 2002..
 LZ1775
 LZ1775.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1775
 LZ1775.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1775
 LZ1775.The geoid height was determined by GEOID03.
 LZ1775
 LZ1775;                    North         East     Units Scale Factor Converg.
 LZ1775;SPC PA N     -   124,876.139   608,247.766   MT  0.99995926   +0 03 54.5
 LZ1775;SPC PA N     -   409,697.80  1,995,559.55   sFT  0.99995926   +0 03 54.5
 LZ1775;UTM  18      - 4,574,463.223   277,975.731   MT  1.00020671   -1 45 01.5
 LZ1775
 LZ1775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1775!SPC PA N     -   0.99989710  x   0.99995926  =   0.99985636
 LZ1775!UTM  18      -   0.99989710  x   1.00020671  =   1.00010378
 LZ1775
 LZ1775|---------------------------------------------------------------------|
 LZ1775| PID    Reference Object                     Distance      Geod. Az  |
 LZ1775|                                                           dddmmss.s |
 LZ1775| CJ9912 GRUGAN RM 1                          14.274 METERS 10056     |
 LZ1775| LZ1785 BENJAMIN                            APPROX.10.2 KM 2341304.4 |
 LZ1775| CJ9913 GRUGAN RM 2                          17.529 METERS 26549     |
 LZ1775| LZ1776 RENOVO TV CORP MAST                 APPROX. 8.0 KM 2812740.3 |
 LZ1775|---------------------------------------------------------------------|
 LZ1775
 LZ1775                          SUPERSEDED SURVEY CONTROL
 LZ1775
 LZ1775  NAD 83(1986)-  41 17 27.92816(N)    077 39 05.51215(W) AD(       ) 3
 LZ1775  NAD 27      -  41 17 27.68293(N)    077 39 06.56946(W) AD(       ) 3
 LZ1775  NGVD 29 (07/19/86)  689.1    (m)         2261.     (f) VERT ANG       
 LZ1775
 LZ1775.Superseded values are not recommended for survey control.
 LZ1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1775.See file dsdata.txt to determine how the superseded data were derived.
 LZ1775
 LZ1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL7797674463(NAD 83)
 LZ1775_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1775
 LZ1775  HISTORY     - Date     Condition        Report By
 LZ1775  HISTORY     - 1968     MONUMENTED       CGS
 LZ1775
 LZ1775                          STATION DESCRIPTION
 LZ1775
 LZ1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 LZ1775'THE STATION IS LOCATED ABOUT 5.5 MILES EAST-SOUTHEAST OF RENOVO AND 3
 LZ1775'MILES SOUTH OF HYNER.  IT IS ON A HIGH WOODED RIDGE ON STATE
 LZ1775'FOREST LANDS.
 LZ1775'
 LZ1775'TO REACH THE STATION FROM THE POST OFFICE IN HYNER, GO SOUTHEAST ON
 LZ1775'U.S. HIGHWAY 120 FOR 6.05 MILES TO A SIDE ROAD ON THE RIGHT, TURN
 LZ1775'RIGHT AND GO SOUTHWEST AND WEST ON THE GRAVELED ROAD FOR 4.1 MILES TO
 LZ1775'A SIDE ROAD AND A U.S. GEOLOGICAL SURVEY BENCH MARK ON THE LEFT,
 LZ1775'CONTINUE WEST ON THE GRAVELED ROAD FOR 1.0 MILE TO A TRIANGULAR
 LZ1775'BLAZED TREE AND A DIM WOODS ROAD ON THE LEFT, TURN LEFT AND GO
 LZ1775'SOUTHWEST ON THE WOODS ROAD FOR 0.05 MILE TO THE HIGHEST POINT OF THE
 LZ1775'HILL AND THE STATION, AT THE END OF THE WOODS ROAD.
 LZ1775'
 LZ1775'THE STATION MARK IS 16 FEET NORTH-NORTHWEST OF A 11-INCH TRIANGULAR
 LZ1775'BLAZED OAK TREE, 11 FEET EAST-NORTHEAST OF AN 8-INCH TRIANGULAR
 LZ1775'BLAZED OAK TREE AND 4.0 FEET SOUTH OF A METAL WITNESS POST.  THE MARK
 LZ1775'IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 LZ1775'PROJECTING 3 INCHES AND IS STAMPED GRUGAN 1968.
 LZ1775'
 LZ1775'REFERENCE MARK NO. 1 IS 20 FEET NORTHEAST OF A 10-INCH TRIANGULAR
 LZ1775'BLAZED OAK TREE, 14 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 LZ1775'WOODS ROAD AND 7 FEET SOUTHEAST OF A 6-INCH TRIANGULAR BLAZED OAK
 LZ1775'TREE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 LZ1775'CONCRETE POST PROJECTING 5 INCHES AND IS STAMPED GRUGAN NO 1 1968.
 LZ1775'
 LZ1775'REFERENCE MARK NO. 2 IS 47 FEET WEST OF THE 8-INCH TRIANGULAR BLAZED
 LZ1775'OAK TREE AND 9 FEET NORTHWEST OF A 6-INCH TRIANGULAR BLAZED
 LZ1775'OAK TREE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 LZ1775'CONCRETE POST PROJECTING 4 INCHES AND IS STAMPED GRUGAN NO 2 1968.
 LZ1775'
 LZ1775'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 LZ1775'
 LZ1775'HEIGHT OF LIGHT ABOVE STATION MARK 18.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5757 ***********************************************************************
 KV5757  DESIGNATION -  GRUNDY
 KV5757  PID         -  KV5757
 KV5757  STATE/COUNTY-  PA/BUCKS
 KV5757  USGS QUAD   -  BEVERLY (1973)
 KV5757
 KV5757                         *CURRENT SURVEY CONTROL
 KV5757  ___________________________________________________________________
 KV5757* NAD 83(1992)-  40 06 27.10804(N)    074 54 04.08388(W)     ADJUSTED  
 KV5757* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 KV5757  ___________________________________________________________________
 KV5757  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 KV5757  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KV5757
 KV5757  HORZ ORDER  -  SECOND
 KV5757
 KV5757.The horizontal coordinates were established by classical geodetic methods
 KV5757.and adjusted by the National Geodetic Survey in June 2002..
 KV5757
 KV5757.The orthometric height was scaled from a topographic map.
 KV5757
 KV5757.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5757
 KV5757.The geoid height was determined by GEOID03.
 KV5757
 KV5757;                    North         East     Units Scale Factor Converg.
 KV5757;SPC PA S     -    89,879.949   842,845.962   MT  0.99997733   +1 50 54.0
 KV5757;SPC PA S     -   294,881.13  2,765,237.13   sFT  0.99997733   +1 50 54.0
 KV5757;UTM  18      - 4,439,696.792   508,425.885   MT  0.99960087   +0 03 49.3
 KV5757
 KV5757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5757!SPC PA S     -   1.00000475  x   0.99997733  =   0.99998208
 KV5757!UTM  18      -   1.00000475  x   0.99960087  =   0.99960562
 KV5757
 KV5757:                Primary Azimuth Mark                     Grid Az
 KV5757:SPC PA S     -  ROGERS                                   055 08 33.6
 KV5757:UTM  18      -  ROGERS                                   056 55 38.3
 KV5757
 KV5757|---------------------------------------------------------------------|
 KV5757| PID    Reference Object                     Distance      Geod. Az  |
 KV5757|                                                           dddmmss.s |
 KV5757| KV5722 ROGERS                              APPROX. 2.0 KM 0565927.6 |
 KV5757| CB5974 GRUNDY RM 1                          11.034 METERS 16317     |
 KV5757| CB5975 GRUNDY RM 2                          37.649 METERS 27730     |
 KV5757| CB5973 GRUNDY AZ MK                                       3402844.5 |
 KV5757|---------------------------------------------------------------------|
 KV5757
 KV5757                          SUPERSEDED SURVEY CONTROL
 KV5757
 KV5757  NAD 83(1996)-  40 06 27.10730(N)    074 54 04.08509(W) AD(       ) 2
 KV5757  NAD 83(1986)-  40 06 27.10603(N)    074 54 04.08686(W) AD(       ) 2
 KV5757  NAD 27      -  40 06 26.70830(N)    074 54 05.48840(W) AD(       ) 2
 KV5757
 KV5757.Superseded values are not recommended for survey control.
 KV5757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5757.See file dsdata.txt to determine how the superseded data were derived.
 KV5757
 KV5757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0842639697(NAD 83)
 KV5757_MARKER: DS = TRIANGULATION STATION DISK
 KV5757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5757
 KV5757  HISTORY     - Date     Condition        Report By
 KV5757  HISTORY     - 1958     MONUMENTED       CGS
 KV5757  HISTORY     - 1973     GOOD             PADT
 KV5757  HISTORY     - 20051204 MARK NOT FOUND   ACT
 KV5757
 KV5757                          STATION DESCRIPTION
 KV5757
 KV5757'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 KV5757'THE STATION IS LOCATED IN THE SOUTHEAST ANGLE OF A T-INTERSECTION, IN
 KV5757'THE SOUTHWEST CORNER OF A PASTURE, ABOUT 2.5 MILES NORTHWEST OF
 KV5757'BURLINGTON, ABOUT 1.0 MILE NORTH OF CROYDON AND ABOUT 1/2 MILE SOUTH
 KV5757'OF NEWPORTVILLE.  IT IS 58 FEET NORTH OF THE CENTER OF THE
 KV5757'NEWPORTVILLE ROAD, 37 FEET NORTH OF A FENCE LINE AND WHITE WITNESS
 KV5757'POST.
 KV5757'
 KV5757'TO REACH THE STATION FROM THE NORTH END OF THE BRISTOL-BURLINGTON
 KV5757'BRIDGE ACROSS THE DELAWARE RIVER, GO NORTH ON STATE HIGHWAY 413
 KV5757'FOR 1.05 MILES TO THE JUNCTION OF U.S. HIGHWAY 13.  CROSS U.S.
 KV5757'HIGHWAY 13 AND TURN LEFT ON THE NEWPORTVILLE ROAD AND GO
 KV5757'WEST-NORTHWEST FOR 1.55 MILE TO A DRIVEWAY ON THE LEFT, LEADING TO
 KV5757'MR. GRUNDYS HOME (ABOUT 0.05 MILE BEFORE REACHING A T-INTERSECTION)
 KV5757'CONTINUE NORTHWEST ON THE NEWPORTVILLE ROAD FOR ABOUT 50 YARDS TO AN
 KV5757'IRON GATE ON THE RIGHT AND THE STATION AS DESCRIBED.
 KV5757'
 KV5757'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE BLACK TOP
 KV5757'ROAD FOR 0.05 MILE TO A SHARP CURVE.  TURN RIGHT AND GO NORTH ON A
 KV5757'BLACKTOP ROAD FOR (.1 MILE TO THE MARK ON THE RIGHT, EAST, SIDE OF
 KV5757'THE ROAD AS DESCRIBED.
 KV5757'
 KV5757'THE STATION MARK, A STANDARD DISK STAMPED GRUNDY 1958, IS SET IN THE
 KV5757'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS ABOUT 16 INCHES BELOW
 KV5757'THE SURFACE OF THE GROUND.
 KV5757'
 KV5757'REFERENCE MARK NO 1, A STANDARD DISK STAMPED GRUNDY NO 1 1958, IS SET
 KV5757'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KV5757'SURFACE OF THE GROUND.  IT IS 25 FEET NORTH OF THE CENTER OF THE
 KV5757'NEWPORTVILLE ROAD, 3 FEET EAST OF A WHITE WITNESS POST AND 1
 KV5757'FOOT NORTH OF A FENCE LINE.
 KV5757'
 KV5757'REFERENCE MARK NO 2, A STANDARD DISK STAMPED GRUNDY NO 2 1958, IS SET
 KV5757'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 KV5757'SURFACE OF THE GROUND.  IT IS 28 FEET EAST OF THE CENTER OF A
 KV5757'BLACKTOP ROAD, 22 FEET NORTH OF A FENCE CORNER AND 1 FOOT EAST OF
 KV5757'A NORTH-SOUTH FENCE LINE.
 KV5757'
 KV5757'THE AZIMUTH MARK, A STANDARD DISK STAMPED GRUNDY 1958, IS SET IN THE
 KV5757'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES
 KV5757'ABOVE THE SURFACE OF THE GROUND.  IT IS 41 FEET EAST OF THE CENTER OF
 KV5757'A BLACKTOP ROAD, 13 FEET EAST OF A FENCE CORNER AND 2 FEET EAST OF A
 KV5757'WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE.
 KV5757
 KV5757                          STATION RECOVERY (1973)
 KV5757
 KV5757'RECOVERY NOTE BY PA DEPT OF TRANSP 1973
 KV5757'GRUNDY 1958 GOOD
 KV5757'
 KV5757'ALL REFERENCE STATIONS AND AZIMUTH RECOVERED IN GOOD CONDITION
 KV5757
 KV5757                          STATION RECOVERY (2005)
 KV5757
 KV5757'RECOVERY NOTE BY ACT ENGINEERS INCORPORATED 2005 (PD)
 KV5757'MARK APPEARS TO HAVE BEEN DESTROYED DUE TO THE CONSTRUCTION OF THE
 KV5757'KEYSTONE PARK INDUSTRIAL PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5914 ***********************************************************************
 KV5914  DESIGNATION -  GULPH
 KV5914  PID         -  KV5914
 KV5914  STATE/COUNTY-  PA/MONTGOMERY
 KV5914  USGS QUAD   -  NORRISTOWN (1992)
 KV5914
 KV5914                         *CURRENT SURVEY CONTROL
 KV5914  ___________________________________________________________________
 KV5914* NAD 83(1992)-  40 04 45.09431(N)    075 21 04.79660(W)     ADJUSTED  
 KV5914* NAVD 88     -        73.2    (meters)     240.     (feet)  VERTCON   
 KV5914  ___________________________________________________________________
 KV5914  X           -   1,235,900.064 (meters)                     COMP
 KV5914  Y           -  -4,728,225.194 (meters)                     COMP
 KV5914  Z           -   4,084,743.234 (meters)                     COMP
 KV5914  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 KV5914  ELLIP HEIGHT-          39.73  (meters)          (06/21/02) GPS OBS
 KV5914  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 KV5914
 KV5914  HORZ ORDER  -  SECOND
 KV5914  ELLP ORDER  -  FOURTH    CLASS I
 KV5914
 KV5914.The horizontal coordinates were established by GPS observations
 KV5914.and adjusted by the National Geodetic Survey in June 2002..
 KV5914
 KV5914.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5914
 KV5914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5914
 KV5914.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5914
 KV5914.The ellipsoidal height was determined by GPS observations
 KV5914.and is referenced to NAD 83.
 KV5914
 KV5914.The geoid height was determined by GEOID03.
 KV5914
 KV5914;                    North         East     Units Scale Factor Converg.
 KV5914;SPC PA S     -    85,594.517   804,565.492   MT  0.99998040   +1 33 22.5
 KV5914;SPC PA S     -   280,821.34  2,639,645.29   sFT  0.99998040   +1 33 22.5
 KV5914;UTM  18      - 4,436,606.044   470,045.014   MT  0.99961105   -0 13 34.3
 KV5914
 KV5914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5914!SPC PA S     -   0.99999377  x   0.99998040  =   0.99997417
 KV5914!UTM  18      -   0.99999377  x   0.99961105  =   0.99960482
 KV5914
 KV5914|---------------------------------------------------------------------|
 KV5914| PID    Reference Object                     Distance      Geod. Az  |
 KV5914|                                                           dddmmss.s |
 KV5914| CS3465 GULPH RM 1                           14.433 METERS 05354     |
 KV5914| CS3466 GULPH RM 2                           19.512 METERS 20637     |
 KV5914| CS3460 EXXON GAS STATION CUPOLA                           2092440.6 |
 KV5914| KV6115 GULPH AZ MK                         APPROX. 0.7 KM 2845837.3 |
 KV5914|---------------------------------------------------------------------|
 KV5914
 KV5914                          SUPERSEDED SURVEY CONTROL
 KV5914
 KV5914  NAD 83(1996)-  40 04 45.09347(N)    075 21 04.79534(W) AD(       ) 2
 KV5914  NAD 83(1991)-  40 04 45.09078(N)    075 21 04.79831(W) AD(       ) 2
 KV5914  ELLIP H (01/27/92)   39.98   (m)                       GP(       ) 4 1
 KV5914  NAD 83(1986)-  40 04 45.08969(N)    075 21 04.80163(W) AD(       ) 2
 KV5914  NGVD 29 (07/14/89)   73.5    (m)          241.     (f) GPS OBS        
 KV5914
 KV5914.Superseded values are not recommended for survey control.
 KV5914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5914.See file dsdata.txt to determine how the superseded data were derived.
 KV5914
 KV5914_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7004536606(NAD 83)
 KV5914_MARKER: DH = HORIZONTAL CONTROL DISK
 KV5914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV5914_STAMPING: GULPH 1984
 KV5914_PROJECTION: FLUSH
 KV5914_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KV5914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5914+STABILITY: SURFACE MOTION
 KV5914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5914+SATELLITE: SATELLITE OBSERVATIONS - 1984
 KV5914
 KV5914  HISTORY     - Date     Condition        Report By
 KV5914  HISTORY     - 1984     MONUMENTED       PADT
 KV5914  HISTORY     - 19960420 GOOD             USPSQD
 KV5914  HISTORY     - 19960601 GOOD             STEWRT
 KV5914
 KV5914                          STATION DESCRIPTION
 KV5914
 KV5914'DESCRIBED BY PA DEPT OF TRANSP 1984 (RBG)
 KV5914'THE STATION IS LOCATED ABOUT 2.3 KM (1.45 MI)
 KV5914'NORTHWEST OF WEST CONSHOHOCKEN,
 KV5914'2 KM (1.25 MI) SOUTH OF BRIDGE PORT AND
 KV5914'3.5 KM (2.15 MI) EAST-SOUTHEAST OF KING OF PRUSSIA.
 KV5914'OWNERSHIP--PENNSYLVANIA STATE UNIVERSITY GRADUATE SCHOOL IN UPPER
 KV5914'MERION TOWNSHIP.
 KV5914'
 KV5914'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 202 AND
 KV5914'GULPH ROAD IN KING OF PRUSSIA, GO SOUTHEAST FOR 3.2 KM (2.0 MI) ON
 KV5914'GULPH ROAD TO HENDERSON ROAD,
 KV5914'TURN LEFT AND GO NORTH-NORTHEAST FOR .2 KM (.1 MI) ON HENDERSON ROAD
 KV5914'TO THE SCHOOL ENTRANCE,
 KV5914'TURN RIGHT AND GO NORTH-NORTHEAST FOR .4 KM (.25 MI) ON SCHOOL ROAD
 KV5914'TO THE NORTH END OF SCHOOL BUILDING,
 KV5914'TURN LEFT AND GO NORTHWEST FOR 45.72 METERS (150 FT) ON SCHOOL ROAD
 KV5914'TO THE NORTHWEST CORNER OF PARKING LOT,
 KV5914'TURN LEFT AND GO SOUTHWEST FOR 45.72 METERS (150 FT) ON EDGE OF
 KV5914'PARKING LOT TO THE STATION ON THE RIGHT.
 KV5914'
 KV5914'THE STATION IS A STANDARD PADT DISK
 KV5914'STAMPED---GULPH 1984---,
 KV5914'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5914'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV5914'29.66 METERS (97.3 FT) NORTH FROM THE NORTHWEST CORNER OF THE WEST
 KV5914'WING OF THE SCHOOL,
 KV5914'14.23 METERS (46.7 FT) EAST-NORTHEAST FROM THE CENTER OF A 4 FOOT
 KV5914'SQUARE CONCRETE MANHOLE AND
 KV5914'3.44 METERS (11.3 FT) NORTHWEST FROM THE WESTERN EDGE OF THE
 KV5914'PARKING LOT.
 KV5914'THE UNDERGROUND MARK IS A STANDARD PADT DISK
 KV5914'STAMPED---GULPH 1984---,
 KV5914'SET INTO AN IRREGULAR MASS OF CONCRETE 1.07 METERS BELOW THE SURFACE.
 KV5914'
 KV5914'REFERENCE MARK NO. 1 IS A STANDARD PADT DISK
 KV5914'STAMPED---GULPH NO.1 1984---,
 KV5914'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5914'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV5914'41.54 METERS (136.3 FT) NORTH-NORTHEAST FROM THE NORTHWEST CORNER
 KV5914'OF THE WEST WING OF SCHOOL,
 KV5914'28.25 METERS (92.7 FT) NORTHEAST FROM THE CENTER OF A 4 FOOT SQUARE
 KV5914'CONCRETE MANHOLE AND
 KV5914'47 METERS (1.50 FT) NORTHWEST FROM THE WESTERN EDGE OF PARKING LOT.
 KV5914'MARK IS .30 METERS ABOVE THE STATION.
 KV5914'
 KV5914'REFERENCE MARK NO. 2 IS A STANDARD PADT DISK
 KV5914'STAMPED---GULPH NO.2 1984---,
 KV5914'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5914'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV5914'12.56 METERS (41.2 FT) SOUTHEAST FROM THE CENTER OF A 4 FOOT SQUARE
 KV5914'CONCRETE MANHOLE,
 KV5914'11.76 METERS (38.6 FT) NORTH FROM THE NORTHWEST CORNER OF THE WEST
 KV5914'WING OF THE SCHOOL.
 KV5914'82 METERS (2.7 FT) NORTHWEST FROM THE WESTERN EDGE OF PARKING LOT.
 KV5914'MARK IS LEVEL WITH THE STATION.
 KV5914'
 KV5914'AZIMUTH MARK NO. 1 IS A STANDARD PADT DISK
 KV5914'STAMPED---GULPH 1984---,
 KV5914'SET INTO THE TOP OF CONCRETE CURB AT A ROAD INTERSECTION INSIDE THE
 KV5914'KINGSWOOD APARTMENT COMPLEX, AND AT THE SOUTHWEST CORNER OF A CATCH
 KV5914'BASIN. LOCATED
 KV5914'21.33 METERS (70.0 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF
 KV5914'BUILDING NUMBER 170,
 KV5914'12.19 METERS (40.0 FT) EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF
 KV5914'BUILDING NUMBER 500,
 KV5914'9.45 METERS (31.0 FT) NORTHEAST FROM A 12 INCH DIAMETER MAPLE TREE,
 KV5914'AND
 KV5914'9.14 METERS (30.0 FT) NORTH FROM THE CENTER OF THE ROAD
 KV5914'INTERSECTION.
 KV5914'TO REACH THE AZIMUTH FROM THE INTERSECTION OF HENDERSON ROAD
 KV5914'AND THE SCHOOL ENTRANCE ROAD,
 KV5914'GO NORTH-NORTHEAST FOR .64 KM (.4 MI) ON HENDERSON ROAD TO
 KV5914'SHOEMAKER ROAD,
 KV5914'TURN LEFT AND GO SOUTH-SOUTHWEST FOR .16 KM (.1 MI) ON SHOEMAKER
 KV5914'ROAD TO THE ENTRANCE OF THE KINGSWOOD APARTMENT COMPLEX,
 KV5914'TURN RIGHT AND GO WEST FOR .08 KM (.05 MI) ON KINGSWOOD APARTMENT
 KV5914'COMPLEX ROAD TO A ROAD INTERSECTION AND THE MARK.
 KV5914'
 KV5914'THE EXXON GAS STATION CUPOLA IS INTENDED FOR USE AS A SECONDARY
 KV5914'AZIMUTH MARK.
 KV5914'DESCRIBED BY R. B. GROSSER.
 KV5914
 KV5914                          STATION RECOVERY (1996)
 KV5914
 KV5914'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV5914'RECOVERED IN GOOD CONDITION.
 KV5914
 KV5914                          STATION RECOVERY (1996)
 KV5914
 KV5914'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1996 (JMS)
 KV5914'NO CHANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6115 ***********************************************************************
 KV6115  DESIGNATION -  GULPH AZ MK
 KV6115  PID         -  KV6115
 KV6115  STATE/COUNTY-  PA/MONTGOMERY
 KV6115  USGS QUAD   -  NORRISTOWN (1992)
 KV6115
 KV6115                         *CURRENT SURVEY CONTROL
 KV6115  ___________________________________________________________________
 KV6115* NAD 83(1992)-  40 04 51.10257(N)    075 21 34.03936(W)     ADJUSTED  
 KV6115* NAVD 88     -        68.     (meters)     223.     (feet)  VERTCON   
 KV6115  ___________________________________________________________________
 KV6115  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 KV6115  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 KV6115
 KV6115  HORZ ORDER  -  THIRD
 KV6115
 KV6115.The horizontal coordinates were established by classical geodetic methods
 KV6115.and adjusted by the National Geodetic Survey in June 2002..
 KV6115.No horizontal observational check was made to the station.
 KV6115
 KV6115.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6115
 KV6115.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6115
 KV6115.The geoid height was determined by GEOID03.
 KV6115
 KV6115;                    North         East     Units Scale Factor Converg.
 KV6115;SPC PA S     -    85,760.976   803,867.894   MT  0.99998021   +1 33 03.5
 KV6115;SPC PA S     -   281,367.47  2,637,356.58   sFT  0.99998021   +1 33 03.5
 KV6115;UTM  18      - 4,436,794.051   469,353.185   MT  0.99961156   -0 13 53.2
 KV6115
 KV6115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6115!SPC PA S     -   0.99999454  x   0.99998021  =   0.99997475
 KV6115!UTM  18      -   0.99999454  x   0.99961156  =   0.99960610
 KV6115
 KV6115                          SUPERSEDED SURVEY CONTROL
 KV6115
 KV6115  NAD 83(1996)-  40 04 51.10175(N)    075 21 34.03809(W) AD(       ) 3
 KV6115  NAD 83(1991)-  40 04 51.09910(N)    075 21 34.04103(W) AD(       ) 3
 KV6115  NAD 83(1986)-  40 04 51.09775(N)    075 21 34.04443(W) AD(       ) 3
 KV6115  NGVD 29 (02/23/90)   69.     (m)          226.     (f) VERT ANG       
 KV6115
 KV6115.Superseded values are not recommended for survey control.
 KV6115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6115.See file dsdata.txt to determine how the superseded data were derived.
 KV6115
 KV6115_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6935336794(NAD 83)
 KV6115_MARKER: DZ = AZIMUTH MARK DISK
 KV6115_SETTING: 0 = UNSPECIFIED SETTING
 KV6115_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6115
 KV6115  HISTORY     - Date     Condition        Report By
 KV6115  HISTORY     - 1984     MONUMENTED       PADT
 KV6115  HISTORY     - 19960420 GOOD             USPSQD
 KV6115
 KV6115                          STATION DESCRIPTION
 KV6115
 KV6115'DESCRIBED BY PA DEPT OF TRANSP 1984 (RBG)
 KV6115'THE STATION IS LOCATED ABOUT 2.3 KM (1.45 MI)
 KV6115'NORTHWEST OF WEST CONSHOHOCKEN,
 KV6115'2.0 KM (1.25 MI) SOUTH OF BRIDGE PORT, AND
 KV6115'3.5 KM (2.15 MI) EAST-SOUTHEAST OF KING OF PRUSSIA, IN UPPER MERION
 KV6115'TOWNSHIP, AT THE KINGSWOOD APARTMENT COMPLEX ON GULPH ROAD.
 KV6115'OWNERSHIP--ROAD RIGHT OF WAY
 KV6115'
 KV6115'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 202 AND
 KV6115'GULPH ROAD IN KING OF PRUSSIA, GO SOUTHEAST FOR 3.2 KM (2.0 MI) ON
 KV6115'GULPH ROAD TO HENDERSON ROAD,
 KV6115'TURN LEFT AND GO NORTH-NORTHEAST FOR 0.84 KM (0.5 MI) ON HENDERSON
 KV6115'ROAD TO SHOEMAKER ROAD,
 KV6115'TURN LEFT AND GO SOUTH-SOUTHWEST FOR 0.16 KM (0.1 MI) ON SHOEMAKER
 KV6115'ROAD TO THE ENTRANCE OF THE KINGSWOOD APARTMENT COMPLEX,
 KV6115'TURN RIGHT AND GO WEST FOR 0.08 KM (0.05 MI) ON COMPLEX ROAD TO A
 KV6115'ROAD INTERSECTION AND THE STATION.
 KV6115'
 KV6115'THE STATION IS A STANDARD PADT DISK
 KV6115'STAMPED---GULPH 1984---,
 KV6115'SET INTO THE TOP OF CONCRETE CURB AT A ROAD INTERSECTION INSIDE THE
 KV6115'KINGSWOOD APARTMENT COMPLEX, AND AT THE SOUTHWEST CORNER OF A CATCH
 KV6115'BASIN.  IT IS LOCATED
 KV6115'21.33 METERS (70.0 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF
 KV6115'BUILDING 170,
 KV6115'12.19 METERS (40.0 FT) EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF
 KV6115'BUILDING 500,
 KV6115'9.45 METERS (31.0 FT) NORTHEAST FROM A 12 INCH DIAMETER MAPLE TREE
 KV6115'AND
 KV6115'9.14 METERS (30.0 FT) NORTH FROM THE CENTER OF THE ROAD
 KV6115'INTERSECTION.
 KV6115'
 KV6115'DESCRIBED BY R. B. GROSSER.
 KV6115
 KV6115                          STATION RECOVERY (1996)
 KV6115
 KV6115'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV6115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5699 ***********************************************************************
 KV5699  DESIGNATION -  GUN
 KV5699  PID         -  KV5699
 KV5699  STATE/COUNTY-  PA/BUCKS
 KV5699  USGS QUAD   -  BEVERLY (1973)
 KV5699
 KV5699                         *CURRENT SURVEY CONTROL
 KV5699  ___________________________________________________________________
 KV5699* NAD 83(1992)-  40 04 25.09712(N)    074 55 36.09684(W)     ADJUSTED  
 KV5699* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5699  ___________________________________________________________________
 KV5699  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 KV5699  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KV5699
 KV5699  HORZ ORDER  -  SECOND
 KV5699
 KV5699.The horizontal coordinates were established by classical geodetic methods
 KV5699.and adjusted by the National Geodetic Survey in June 2002..
 KV5699
 KV5699.The orthometric height was scaled from a topographic map.
 KV5699
 KV5699.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5699
 KV5699.The geoid height was determined by GEOID03.
 KV5699
 KV5699;                    North         East     Units Scale Factor Converg.
 KV5699;SPC PA S     -    86,048.744   840,788.255   MT  0.99998103   +1 49 54.3
 KV5699;SPC PA S     -   282,311.59  2,758,486.13   sFT  0.99998103   +1 49 54.3
 KV5699;SPC NJ       -   137,777.264   113,605.742   MT  0.99991630   -0 16 28.9
 KV5699;SPC NJ       -   452,024.24    372,721.51   sFT  0.99991630   -0 16 28.9
 KV5699;UTM  18      - 4,435,932.953   506,250.689   MT  0.99960048   +0 02 49.9
 KV5699
 KV5699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5699!SPC PA S     -   1.00000506  x   0.99998103  =   0.99998609
 KV5699!SPC NJ       -   1.00000506  x   0.99991630  =   0.99992136
 KV5699!UTM  18      -   1.00000506  x   0.99960048  =   0.99960554
 KV5699
 KV5699|---------------------------------------------------------------------|
 KV5699| PID    Reference Object                     Distance      Geod. Az  |
 KV5699|                                                           dddmmss.s |
 KV5699| CB5978 GUN RM                               14.299 METERS 07350     |
 KV5699| KV5701 ENTERPRISE RANGE FRONT LIGHT        APPROX. 0.6 KM 0764652.1 |
 KV5699| KV5715 BEVERLY ST STEPHENS CH SPIRE        APPROX. 1.2 KM 1395421.5 |
 KV5699| KV5700 BEVERLY BEAUNIT MILLS TANK          APPROX. 1.6 KM 1584057.9 |
 KV5699| KV5710 BEVERLY ST JOSEPHS CATH CH          APPROX. 1.1 KM 1614256.3 |
 KV5699| KV5708 EDGEWATER RANGE REAR LIGHT          APPROX. 0.7 KM 1660230.1 |
 KV5699| KV5711 BEVERLY WALL ROPE WORKS TANK        APPROX. 1.8 KM 1680821.9 |
 KV5699| KV5736 RIVERSIDE ST PETERS CH SPIRE        APPROX. 4.7 KM 2130437.9 |
 KV5699| CB5979 GUN RM 3                             22.160 METERS 24711     |
 KV5699|---------------------------------------------------------------------|
 KV5699
 KV5699                          SUPERSEDED SURVEY CONTROL
 KV5699
 KV5699  NAD 83(1996)-  40 04 25.09698(N)    074 55 36.09709(W) AD(       ) 2
 KV5699  NAD 83(1986)-  40 04 25.09525(N)    074 55 36.09909(W) AD(       ) 2
 KV5699  NAD 27      -  40 04 24.69600(N)    074 55 37.49600(W) AD(       ) 2
 KV5699
 KV5699.Superseded values are not recommended for survey control.
 KV5699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5699.See file dsdata.txt to determine how the superseded data were derived.
 KV5699
 KV5699_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0625135933(NAD 83)
 KV5699
 KV5699  HISTORY     - Date     Condition        Report By
 KV5699  HISTORY     - 1911     MONUMENTED       CGS
 KV5699  HISTORY     - 1933     GOOD             CGS
 KV5699  HISTORY     - 1935     GOOD             CGS
 KV5699  HISTORY     - 1947     GOOD             CGS
 KV5699
 KV5699                          STATION DESCRIPTION
 KV5699
 KV5699'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5699'THIS STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  IT
 KV5699'IS ON LAND OWNED BY THE PHILADELPHIA GUN
 KV5699'CLUB, ON PENNSYLVANIA SIDE OF DELAWARE RIVER, AND DIRECTLY OPPOSITE
 KV5699'THE TOWN OF BEVERLY, N.J. STATION IS IN THE SW CORNER
 KV5699'OF THE GUN CLUB PROPERTY JUST INSIDE THE STONE WALL ALONG THE RIVER
 KV5699'SHORE.  IT IS MARKED WITH A STANDARD UNSTAMPED DISC
 KV5699'SET IN A MASS OF CONCRETE.  REFERENCE MARK IS A NAIL
 KV5699'SET IN A MASS OF CONCRETE, AND IT IS UP THE RIVER FROM THE STATION
 KV5699'JUST INSIDE THE STONE WALL, DISTANT 47.05 FEET.
 KV5699'THIS DISTANCE DOES NOT CHECK THE VALUE RECORDED IN THE OLD
 KV5699'DESCRIPTION.
 KV5699'
 KV5699'SEE DESCRIPTION OF GUN ECCENTRIC 1933 FOR COMPLETE DESCRIPTION.
 KV5699
 KV5699                          STATION RECOVERY (1935)
 KV5699
 KV5699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5699'STATION IS BETWEEN CROYDEN AND ANDALUSIA, IN THE SW CORNER OF THE
 KV5699'PHILADELPHIA GUN CLUB GROUNDS, REACHED BY GOING 1.1 MILES SW ON
 KV5699'STATE ROAD FROM NESHAMINY CREEK CROSSING, TO STREET ROAD (U.S.
 KV5699'HIGHWAY 132), THENCE SE TO RIVER END OF A ROAD.  STATION IS 58.2
 KV5699'METERS W OF A SMALL OCTAGONAL SUMMER HOUSE, 3.27 METERS SW OF A
 KV5699'14-INCH TREE, 1.36 METERS N OF OUTER EDGE OF RIVER WALL.  STATION
 KV5699'MARKED ACCORDING TO NOTES 6B AND 10A.
 KV5699'
 KV5699'REFERENCE MARK NO. 1 IS A NAIL CEMENTED IN UPPER END OF A TILE PIPE
 KV5699'SET IN A BLOCK OF CONCRETE JUST INSIDE RIVER WALL.  A NEW REFERENCE
 KV5699'MARK NO. 3 STANDARD TABLET IN TOP OF RIVER WALL, IS W OF STATION.
 KV5699'
 KV5699'MAIN SCHEME STATION.  ELEVATION SIGNAL AND INSTRUMENT 1.5 METERS.
 KV5699
 KV5699                          STATION RECOVERY (1947)
 KV5699
 KV5699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5699'STATION RECOVERED IN GOOD CONDITION.  THE 1933 AND 1935 DESCRIPTIONS
 KV5699'ARE ADEQUATE EXCEPT FOR THE FOLLOWING CHANGES-
 KV5699'
 KV5699'R.M. 3 IS 3.27 METERS W ALONG THE RIVER WALL FROM A 30-INCH SYCAMORE
 KV5699'THAT IS LOCATED IMMEDIATELY E OF THE GUN CLUB AND 1.36 METERS N OF
 KV5699'THE SAME WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5698 ***********************************************************************
 KV5698  DESIGNATION -  GUN ECC
 KV5698  PID         -  KV5698
 KV5698  STATE/COUNTY-  PA/BUCKS
 KV5698  USGS QUAD   -  BEVERLY (1973)
 KV5698
 KV5698                         *CURRENT SURVEY CONTROL
 KV5698  ___________________________________________________________________
 KV5698* NAD 83(1992)-  40 04 26.07470(N)    074 55 36.68475(W)     ADJUSTED  
 KV5698* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 KV5698  ___________________________________________________________________
 KV5698  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 KV5698  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KV5698
 KV5698  HORZ ORDER  -  SECOND
 KV5698
 KV5698.The horizontal coordinates were established by classical geodetic methods
 KV5698.and adjusted by the National Geodetic Survey in June 2002..
 KV5698
 KV5698.The orthometric height was scaled from a topographic map.
 KV5698
 KV5698.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5698
 KV5698.The geoid height was determined by GEOID03.
 KV5698
 KV5698;                    North         East     Units Scale Factor Converg.
 KV5698;SPC PA S     -    86,078.435   840,773.369   MT  0.99998100   +1 49 53.9
 KV5698;SPC PA S     -   282,409.00  2,758,437.29   sFT  0.99998100   +1 49 53.9
 KV5698;SPC NJ       -   137,807.480   113,591.958   MT  0.99991631   -0 16 29.3
 KV5698;SPC NJ       -   452,123.37    372,676.28   sFT  0.99991631   -0 16 29.3
 KV5698;UTM  18      - 4,435,963.081   506,236.739   MT  0.99960048   +0 02 49.5
 KV5698
 KV5698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5698!SPC PA S     -   1.00000506  x   0.99998100  =   0.99998606
 KV5698!SPC NJ       -   1.00000506  x   0.99991631  =   0.99992137
 KV5698!UTM  18      -   1.00000506  x   0.99960048  =   0.99960554
 KV5698
 KV5698|---------------------------------------------------------------------|
 KV5698| PID    Reference Object                     Distance      Geod. Az  |
 KV5698|                                                           dddmmss.s |
 KV5698| CB5981 GUN ECC RM 2                         35.631 METERS 10420     |
 KV5698| KV5760 BEVERLY PRESBYTERIAN CH SPIRE       APPROX. 1.7 KM 1225716.7 |
 KV5698| CB5978 GUN RM                               38.085 METERS 13323     |
 KV5698| KV5715 BEVERLY ST STEPHENS CH SPIRE        APPROX. 1.3 KM 1401759.2 |
 KV5698| KV5699 GUN                                  33.220 METERS 15512     |
 KV5698| KV5700 BEVERLY BEAUNIT MILLS TANK          APPROX. 1.6 KM 1583642.8 |
 KV5698| JU3019 RADIO STATION WCAU MAST             APPROX.11.7 KM 2055550.7 |
 KV5698| KV5765 BEVERLY RANGE FRONT LIGHT           APPROX. 0.8 KM 2415801.4 |
 KV5698| KV5752 CORNWELL HTS CHEM WATER TANK        APPROX. 1.0 KM 2431249.5 |
 KV5698| CB5980 GUN ECC RM 1                         66.309 METERS 33617     |
 KV5698|---------------------------------------------------------------------|
 KV5698
 KV5698                          SUPERSEDED SURVEY CONTROL
 KV5698
 KV5698  NAD 83(1996)-  40 04 26.07455(N)    074 55 36.68502(W) AD(       ) 2
 KV5698  NAD 83(1986)-  40 04 26.07298(N)    074 55 36.68712(W) AD(       ) 2
 KV5698  NAD 27      -  40 04 25.67400(N)    074 55 38.08400(W) AD(       ) 2
 KV5698
 KV5698.Superseded values are not recommended for survey control.
 KV5698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5698.See file dsdata.txt to determine how the superseded data were derived.
 KV5698
 KV5698_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0623735963(NAD 83)
 KV5698_MARKER: DS = TRIANGULATION STATION DISK
 KV5698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5698_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV5698
 KV5698  HISTORY     - Date     Condition        Report By
 KV5698  HISTORY     - 1933     MONUMENTED       CGS
 KV5698  HISTORY     - 1935     GOOD             CGS
 KV5698  HISTORY     - 1947     GOOD             CGS
 KV5698  HISTORY     - 1958     GOOD             CGS
 KV5698
 KV5698                          STATION DESCRIPTION
 KV5698
 KV5698'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV5698'STATION IS ON THE SW CORNER OF THE PHILADELPHIA GUN CLUB PROPERTY ON
 KV5698'PENNSYLVANIA SIDE OF THE DELAWARE RIVER, AND OPPOSITE THE TOWN
 KV5698'OF BEVERLY, N.J.
 KV5698'
 KV5698'SURFACE, UNDERGROUND AND REFERENCE MARKS NO. 1 AND 2 ARE STANDARD
 KV5698'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1B, 7A AND 11B.
 KV5698'
 KV5698'REFERENCE MARK NO. 1 IS FLUSH WITH THE GROUND AND NORTH OF THE
 KV5698'STATION.  IT IS 3 FEET SE OF FENCE CORNER, 12 FEET NORTH OF ROAD
 KV5698'INTO GUN CLUB, AND 66 FEET EAST OF CINDER ROAD RUNNING NORTH AND
 KV5698'SOUTH.  REFERENCE MARK NO. 2 IS FLUSH WITH THE GROUND AND
 KV5698'APPROXIMATELY EAST OF THE STATION.  IT IS 9 FEET SW OF A 20-INCH
 KV5698'MAPLE TREE AND 27 FEET NORTH OF THE EDGE OF THE RIVER.
 KV5698'
 KV5698'TO REACH THE STATION- BEGIN AT THE MAIN STREET INTERSECTION OF
 KV5698'BRISTOL, PENNSYLVANIA AND PROCEED S ON U.S. HIGHWAY 13 FOR 1.3
 KV5698'MILES.  AT THIS POINT PASS UNDER THE OVERHEAD RAILROAD BRIDGE AND
 KV5698'CONTINUE ON U.S. HIGHWAY 13 FOR 3.55 MILES.  TURN LEFT HERE ON U.S.
 KV5698'HIGHWAY 132 AND PROCEED FOR 0.65 MILE.  AT THIS POINT A ROAD
 KV5698'PARALLELING THE RIVER CROSSES U.S.  HIGHWAY 132 AT RIGHT ANGLES.
 KV5698'CONTINUE STRAIGHT AHEAD FOR 0.1 MILE AND STATION WILL BE FOUND ON THE
 KV5698'LEFT HAND SIDE OF THE ROAD.  IT IS 39 FEET NE OF THE CENTER LINE
 KV5698'OF THE ROAD AND 23 FEET NE OF A HEDGE WHICH PARALLELS THE ROAD.
 KV5698'STATION IS 23 FEET NORTH OF A WALNUT TREE 30 INCHES IN DIAMETER,
 KV5698'108.94 FEET NORTH OF STATION GUN, AND 124.92 FEET SW OF STATION GUN
 KV5698'REFERENCE MARK.  THE LINE TO AMBLER IS PARTIALLY OBSTRUCTED WITH A
 KV5698'90-FOOT TOWER ON BOTH STATIONS.  STATION MARK IS FLUSH WITH THE
 KV5698'GROUND.
 KV5698'
 KV5698'HEIGHT OF SIGNAL ABOVE STATION MARK - 90 FEET.
 KV5698
 KV5698                          STATION RECOVERY (1935)
 KV5698
 KV5698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5698'STATION IS BETWEEN CROYDEN AND ANDALUSIA, ON SW CORNER OF
 KV5698'PHILADELPHIA GUN CLUB GROUNDS, BEST REACHED BY GOING 1.1 MILES SW ON
 KV5698'STATE ROAD FROM NESHAMINY CREEK CROSSING, TO STREET ROAD (U.S.
 KV5698'HIGHWAY 132), THENCE SE TO RIVER.  110 FEET NW OF RIVER WALL, 39
 KV5698'FEET NE OF CENTER LINE OF ROAD EXTENDING INTO CLUB GROUNDS FROM
 KV5698'STREET ROAD, 23 FEET NE OF HEDGE PARALLEL TO ROAD, 23 FEET N OF
 KV5698'30-INCH WALNUT TREE.  ALL MARKS IN GOOD CONDITION AS DESCRIBED.
 KV5698
 KV5698                          STATION RECOVERY (1947)
 KV5698
 KV5698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5698'STATIN RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE AND
 KV5698'COMPLETE.
 KV5698
 KV5698                          STATION RECOVERY (1958)
 KV5698
 KV5698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JEG)
 KV5698'THE STATION MARK, REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED AS
 KV5698'DESCRIBED AND FOUND IN GOOD CONDITION.  A COMPLETE AND NEW
 KV5698'DESCRIPTION IS AS FOLLOWS-
 KV5698'
 KV5698'THE STATION IS ON THE SOUTHWEST CORNER OF THE PHILADELPHIA GUN CLUB
 KV5698'PROPERTY AND ON THE PENNSYLVANIA SIDE OF THE DELAWARE RIVER
 KV5698'AND OPPOSITE THE TOWN OF BEVERLY, NEW JERSEY.  IT IS 110 FEET
 KV5698'NORTHWEST OF THE WEST SHORE OF THE DELAWARE RIVER, 110 FEET SOUTHEAST
 KV5698'OF THE SOUTHEAST CORNER OF THE CLUB HOUSE, 39 FEET NORTHWEST OF A
 KV5698'GRAVELED ROAD AND 22 FEET NORTH OF A 30-INCH WALNUT TREE.
 KV5698'
 KV5698'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 13 AND STATE
 KV5698'HIGHWAY 413 (ABOUT 1.5 MILES NORTH OF THE
 KV5698'BURLINGTON-BRISTOL BRIDGE OVER THE DELAWARE RIVER), GO WESTERLY ON
 KV5698'U.S. HIGHWAY 13 FOR 2.2 MILES TO A BRIDGE OVER A RIVER.  CROSS
 KV5698'THE BRIDGE AND CONTINUE WESTERLY ON U.S. HIGHWAY 13 FOR 1.35 MILES TO
 KV5698'THE JUNCTION OF U.S. HIGHWAY 13 AND STATE HIGHWAY 132.  TURN LEFT,
 KV5698'CROSSING A RAILROAD BRIDGE, AND GO SOUTH FOR 0.55 MILE TO A
 KV5698'CROSSROAD, STATE ROAD.  TURN LEFT, EAST, ON STATE ROAD AND GO 0.1
 KV5698'MILE.  TURN RIGHT, SOUTH, ON A PAVED DRIVE-WAY, BETWEEN TWO ROWS OF
 KV5698'TREES, AND GO 0.1 MILE.  TURN RIGHT, WEST, PASSING TO THE SOUTH
 KV5698'SIDE OF A PIGEON BARN AND GO 0.05 MILE TO WHERE THE TRACK ROAD TURNS
 KV5698'RIGHT.  TURN LEFT, SOUTH, AND GO ABOUT 200 YARDS ACROSS THE LAWN TO
 KV5698'THE STATION AS DESCRIBED.
 KV5698'
 KV5698'THE STATION MARK, A STANDARD DISK STAMPED GUN ECC 1933, IS SET IN THE
 KV5698'TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE SURFACE OF THE
 KV5698'GROUND, AS DESCRIBED IN NOTES 1B, 7A.
 KV5698'
 KV5698'REFERENCE MARK NO 1, A STANDARD DISK STAMPED GUN ECC NO 1 1933, IS
 KV5698'SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT 3 INCHES
 KV5698'ABOVE THE SURFACE OF THE GROUND.  IT IS 20 FEET NORTH OF A TRACK
 KV5698'ROAD, 8 FEET NORTHEAST OF A POWERLINE POLE AND 3 FEET EAST OF A
 KV5698'FENCE CORNER, AS DESCRIBED IN NOTE 11B.
 KV5698'
 KV5698'REFERENCE MARK NO 2, A STANDARD DISK STAMPED GUN ECC NO 2 1933, IS
 KV5698'SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE
 KV5698'SURFACE OF THE GROUND.  IT IS 28 FEET NORTH OF THE NORTHWEST BANK OF
 KV5698'THE DELAWARE RIVER, 25 FEET SOUTH OF A CONCRETE SLAB AND 21 FEET
 KV5698'NORTH OF A LOW FENCE, AS DESCRIBED IN NOTE 11B.
 KV5698'
 KV5698'NOTE- NO AZIMUTH MARK WAS ESTABLISHED AT THIS DATE, AS THERE WAS NO
 KV5698'SUITABLE LOCATION FOR A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2072 ***********************************************************************
 MA2072  DESIGNATION -  GURNEY
 MA2072  PID         -  MA2072
 MA2072  STATE/COUNTY-  PA/VENANGO
 MA2072  USGS QUAD   -  FRANKLIN (1972)
 MA2072
 MA2072                         *CURRENT SURVEY CONTROL
 MA2072  ___________________________________________________________________
 MA2072* NAD 83(1992)-  41 23 24.58407(N)    079 49 52.64767(W)     ADJUSTED  
 MA2072* NAVD 88     -       430.     (meters)    1411.     (feet)  SCALED    
 MA2072  ___________________________________________________________________
 MA2072  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 MA2072  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 MA2072
 MA2072  HORZ ORDER  -  SECOND
 MA2072
 MA2072.The horizontal coordinates were established by classical geodetic methods
 MA2072.and adjusted by the National Geodetic Survey in June 2002..
 MA2072
 MA2072.The orthometric height was scaled from a topographic map.
 MA2072
 MA2072.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2072
 MA2072.The geoid height was determined by GEOID03.
 MA2072
 MA2072;                    North         East     Units Scale Factor Converg.
 MA2072;SPC PA N     -   137,965.166   425,951.113   MT  0.99995695   -1 22 36.7
 MA2072;SPC PA N     -   452,640.72  1,397,474.61   sFT  0.99995695   -1 22 36.7
 MA2072;UTM  17      - 4,582,729.179   597,709.190   MT  0.99971749   +0 46 22.0
 MA2072
 MA2072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2072!SPC PA N     -   0.99993781  x   0.99995695  =   0.99989477
 MA2072!UTM  17      -   0.99993781  x   0.99971749  =   0.99965532
 MA2072
 MA2072:                Primary Azimuth Mark                     Grid Az
 MA2072:SPC PA N     -  FRANKLIN F Q R CO BRICK STACK            016 03 09.5
 MA2072:UTM  17      -  FRANKLIN F Q R CO BRICK STACK            013 54 10.8
 MA2072
 MA2072|---------------------------------------------------------------------|
 MA2072| PID    Reference Object                     Distance      Geod. Az  |
 MA2072|                                                           dddmmss.s |
 MA2072| MA2073 FRANKLIN F Q R CO BRICK STACK       APPROX. 1.4 KM 0144032.8 |
 MA2072| MA2074 FRANKLIN                            APPROX. 1.0 KM 0542552.1 |
 MA2072| CX4641 GURNEY RM 1                          22.440 METERS 22315     |
 MA2072| CX4642 GURNEY RM 2                          15.475 METERS 29813     |
 MA2072| MA2066 FRANKLIN CHICAGO TOOL SW STACK      APPROX. 1.7 KM 3342453.7 |
 MA2072| MA2067 FRANKLIN CHICAGO TOOL NE STACK      APPROX. 2.3 KM 3450545.8 |
 MA2072|---------------------------------------------------------------------|
 MA2072
 MA2072                          SUPERSEDED SURVEY CONTROL
 MA2072
 MA2072  NAD 83(1995)-  41 23 24.58763(N)    079 49 52.65011(W) AD(       ) 2
 MA2072  NAD 83(1986)-  41 23 24.58839(N)    079 49 52.64980(W) AD(       ) 2
 MA2072  NAD 27      -  41 23 24.37568(N)    079 49 53.45052(W) AD(       ) 2
 MA2072
 MA2072.Superseded values are not recommended for survey control.
 MA2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2072.See file dsdata.txt to determine how the superseded data were derived.
 MA2072
 MA2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF9770982729(NAD 83)
 MA2072_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2072
 MA2072  HISTORY     - Date     Condition        Report By
 MA2072  HISTORY     - 1935     MONUMENTED       CGS
 MA2072  HISTORY     - 1959     SEE DESCRIPTION  CGS
 MA2072  HISTORY     - 1964     SEE DESCRIPTION  CGS
 MA2072  HISTORY     - 1966     SEE DESCRIPTION  CGS
 MA2072  HISTORY     - 1979     GOOD             PADT
 MA2072  HISTORY     - 1979     GOOD             NGS
 MA2072
 MA2072                          STATION DESCRIPTION
 MA2072
 MA2072'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 MA2072'THE STATION IS 0.5 MILE, AIRLINE, SOUTH OF FRANKLIN ON HILL
 MA2072'OVERLOOKING CITY.
 MA2072'
 MA2072'TO REACH FROM FRANKLIN (LAMBERTON NATIONAL BANK BUILDING) GO SOUTH ON
 MA2072'STATE HIGHWAY 8 TOWARD HARRISVILLE FOR 1.6 MILES TO A ROUGH DIRT
 MA2072'FARM ROAD LEFT, (200 YARDS SOUTH OF THE JUNCTION OF U.S. HIGHWAY 62
 MA2072'AND STATE HIGHWAY 8).  HERE TURN LEFT ON FARM ROAD AND GO 0.3 MILE
 MA2072'TO A RED TWO-STORY HOUSE, HERE TURN LEFT AND STATION.
 MA2072'
 MA2072'STATION MARK IS A STANDARD DISK SET IN RECTANGULAR CONCRETE POST,
 MA2072'PROJECTING ABOUT 10 INCHES ABOVE GROUND, ON NORTH EDGE OF BLUFF
 MA2072'OVERLOOKING CITY OF FRANKLIN AND ABOUT 100 METERS NORTHWEST OF POINT
 MA2072'OF BLUFF AT SOUTH EDGE OF FOREST RESERVE, 150 METERS SOUTHEAST OF
 MA2072'POWER LINE.
 MA2072'
 MA2072'REFERENCE MARK NO.1 IS 22.44 METERS (73.62 FEET) SOUTHWEST OF
 MA2072'STATION.
 MA2072'
 MA2072'REFERENCE MARK NO.2 IS 15.475 METERS (50.78 FEET) NORTHWEST OF
 MA2072'STATION.
 MA2072'
 MA2072'FRANKLINE (AZIMUTH MARK) IS 0.8 MILE NORTHEAST OF STATION ON U.S.
 MA2072'HIGHWAY 62, 0.5 MILE EAST OF FRANKLIN, AT EAST END OF BRIDGE
 MA2072'CROSSING FRENCH CREEK, 16 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY
 MA2072'62, 43.8 FEET NORTHWEST OF THE NEW YORK CENTRAL RAILROAD TRACKS,
 MA2072'AND PROJECTS 6 INCHES ABOVE GROUND.
 MA2072'
 MA2072'4-FOOT STAND USED AND CLEARED ALL LINES.
 MA2072'
 MA2072'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE AS DESCRIBED IN
 MA2072'NOTES 1A, 7A, AND 11A.
 MA2072
 MA2072                          STATION RECOVERY (1959)
 MA2072
 MA2072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GDB)
 MA2072'THE STATION AND REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED AS
 MA2072'DESCRIBED.
 MA2072
 MA2072                          STATION RECOVERY (1964)
 MA2072
 MA2072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AL)
 MA2072'STATION, RM 1 AND RM 2 WERE RECOVERED IN GOOD CONDITION.
 MA2072'
 MA2072'STATION WAS REPORTED TO HAVE BEEN DISTURBED AND LATER RESET BY THE
 MA2072'CITY ENGINEERS IN FRANKLIN, PA. (RESET FROM REFERENCE MARKS).
 MA2072'
 MA2072'RM 1 (73.62 FEET) CHECKED 73.63 FEET.
 MA2072'RM 2 (50.78 FEET)
 MA2072'CHECKED 50.76 FEET.
 MA2072'
 MA2072'ANGLE TO FRANKLIN AZ MK FAILED TO CHECK BY APPROX. ONE MINUTE, ANGLE
 MA2072'STATION TIED OK.
 MA2072
 MA2072                          STATION RECOVERY (1966)
 MA2072
 MA2072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EP)
 MA2072'THIS STATION WAS RECOVERED IN GOOD CONDITION WITH ALL MARKS AS
 MA2072'DESCRIBED.
 MA2072
 MA2072                          STATION RECOVERY (1979)
 MA2072
 MA2072'RECOVERY NOTE BY PA DEPT OF TRANSP 1979 (FAP)
 MA2072'GURNEY 1935 RECOVERED GOOD.
 MA2072'
 MA2072'RM NO 1 RECOVERED GOOD.
 MA2072'
 MA2072'RM NO 2 RECOVERED GOOD.
 MA2072'
 MA2072'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MI. S. OF FRANKLIN.
 MA2072
 MA2072                          STATION RECOVERY (1979)
 MA2072
 MA2072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RGP)
 MA2072'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 MA2072'AS PREVIOUSLY DESCRIBED.  A NEW WITNESS POST WAS SET 2 FEET NORTH OF
 MA2072'THE STATION MARK.  THE STATION IS 0.85 MILE NORTHEAST ALONG BIG OAK
 MA2072'DRIVE FROM ITS JUNCTION WITH GURNEY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3217 ***********************************************************************
 JU3217  DESIGNATION -  GYRO
 JU3217  PID         -  JU3217
 JU3217  STATE/COUNTY-  PA/PHILADELPHIA
 JU3217  USGS QUAD   -  PHILADELPHIA (1994)
 JU3217
 JU3217                         *CURRENT SURVEY CONTROL
 JU3217  ___________________________________________________________________
 JU3217* NAD 83(1992)-  39 53 46.15903(N)    075 11 00.99676(W)     ADJUSTED  
 JU3217* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 JU3217  ___________________________________________________________________
 JU3217  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 JU3217  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 JU3217
 JU3217  HORZ ORDER  -  SECOND
 JU3217
 JU3217.The horizontal coordinates were established by classical geodetic methods
 JU3217.and adjusted by the National Geodetic Survey in June 2002..
 JU3217
 JU3217.The orthometric height was scaled from a topographic map.
 JU3217
 JU3217.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3217
 JU3217.The geoid height was determined by GEOID03.
 JU3217
 JU3217;                    North         East     Units Scale Factor Converg.
 JU3217;SPC PA S     -    65,681.880   819,455.969   MT  1.00000602   +1 39 54.2
 JU3217;SPC PA S     -   215,491.30  2,688,498.46   sFT  1.00000602   +1 39 54.2
 JU3217;SPC NJ       -   118,208.994    91,541.152   MT  0.99994206   -0 26 18.5
 JU3217;SPC NJ       -   387,824.01    300,331.26   sFT  0.99994206   -0 26 18.5
 JU3217;UTM  18      - 4,416,247.706   484,303.367   MT  0.99960303   -0 07 04.0
 JU3217
 JU3217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3217!SPC PA S     -   1.00000521  x   1.00000602  =   1.00001123
 JU3217!SPC NJ       -   1.00000521  x   0.99994206  =   0.99994727
 JU3217!UTM  18      -   1.00000521  x   0.99960303  =   0.99960824
 JU3217
 JU3217:                Primary Azimuth Mark                     Grid Az
 JU3217:SPC PA S     -  PHILADELPHIA USN HOSP STACK              022 59 38.0
 JU3217:SPC NJ       -  PHILADELPHIA USN HOSP STACK              025 05 50.7
 JU3217:UTM  18      -  PHILADELPHIA USN HOSP STACK              024 46 36.2
 JU3217
 JU3217|---------------------------------------------------------------------|
 JU3217| PID    Reference Object                     Distance      Geod. Az  |
 JU3217|                                                           dddmmss.s |
 JU3217| JU3157 PHILADELPHIA USN HOSP STACK         APPROX. 1.5 KM 0243932.2 |
 JU3217| JU3214 PHIL NAVY SUP BLDG 83 TANK          APPROX. 1.1 KM 1225213.1 |
 JU3217| JU3216 PREBLE                              424.408 METERS 1225348.1 |
 JU3217| JU3212 PHIL NAVY SUP BLDG 624 TANK         APPROX. 1.2 KM 1253610.6 |
 JU3217| JU3222 PHIL NAVY EME WAT SUP TANK          APPROX. 1.6 KM 1264046.4 |
 JU3217| JU3215 PHIL NAVY SUP BLDG 5 TANK           APPROX. 1.1 KM 1310724.4 |
 JU3217| JU3219 PHIL NAVY SHIPYARD SW TANK          APPROX. 0.9 KM 2062336.2 |
 JU3217| JU3221 PHILADELPHIA I 95 BRIDGE            APPROX. 1.2 KM 2514111.0 |
 JU3217| JU3218 RAIL                                357.014 METERS 25518     |
 JU3217| JU3172 PHILADELPHIA USN SHIPYARD TANK      APPROX. 0.7 KM 2611547.5 |
 JU3217|---------------------------------------------------------------------|
 JU3217
 JU3217                          SUPERSEDED SURVEY CONTROL
 JU3217
 JU3217  NAD 83(1996)-  39 53 46.16593(N)    075 11 00.99597(W) AD(       ) 2
 JU3217  NAD 83(1991)-  39 53 46.16266(N)    075 11 00.99753(W) AD(       ) 2
 JU3217  NAD 83(1986)-  39 53 46.15935(N)    075 11 00.99967(W) AD(       ) 2
 JU3217  NAD 27      -  39 53 45.75404(N)    075 11 02.35219(W) AD(       ) 2
 JU3217
 JU3217.Superseded values are not recommended for survey control.
 JU3217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3217.See file dsdata.txt to determine how the superseded data were derived.
 JU3217
 JU3217_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8430316248(NAD 83)
 JU3217_MARKER: DH = HORIZONTAL CONTROL DISK
 JU3217_SETTING: 0 = UNSPECIFIED SETTING
 JU3217
 JU3217  HISTORY     - Date     Condition        Report By
 JU3217  HISTORY     - 1972     MONUMENTED       NGS
 JU3217
 JU3217                          STATION DESCRIPTION
 JU3217
 JU3217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 JU3217'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH OF THE PHILADELPHIA
 JU3217'CITY HALL, ABOUT 1/4 MILE NORTH OF THE DELAWARE RIVER AND IN THE
 JU3217'WEST PART OF THE PHILADELPHIA U.S. NAVY SHIPYARD.  IT IS ON THE
 JU3217'PENTHOUSE ROOF OF THE U.S. NAVY BUILDING NUMBER 120.  IT IS JUST
 JU3217'NORTH OF DAVIS AVENUE IN THE WEST PART OF THE U.S. NAVY SHIPYARD.
 JU3217'
 JU3217'THE STATION MARK IS A 4-INCH BRASS DISK WITH A TRIANGLE IN THE
 JU3217'CENTER AND IT IS STAMPED GYRO 1972.  IT IS SET IN APOXIE CEMENT IN
 JU3217'THE PENTHOUSE ROOF.  THE DISK HAS A 5-INCH ROUND COPPER, HAT SHAPED
 JU3217'OBJECT PLACED OVER IT TO PROTECT IT FROM ROOF REPAIRS.  IT IS 27.5
 JU3217'FEET NORTH OF THE SOUTH EDGE OF THE PENTHOUSE ROOF, 24 FEET SOUTH
 JU3217'OF THE NORTH EDGE OF THE ROOF AND 4 FEET SOUTH OF THE NINETH
 JU3217'VENTALATOR PIPE FROM THE NORTH.
 JU3217'
 JU3217'THERE WERE NO REFERENCE MARKS ESTABLISHED AT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1475 ***********************************************************************
 KV1475  DESIGNATION -  H
 KV1475  PID         -  KV1475
 KV1475  STATE/COUNTY-  PA/NORTHAMPTON
 KV1475  USGS QUAD   -  EASTON (1994)
 KV1475
 KV1475                         *CURRENT SURVEY CONTROL
 KV1475  ___________________________________________________________________
 KV1475* NAD 83(1986)-  40 41 21.     (N)    075 13 00.     (W)     SCALED    
 KV1475* NAVD 88     -       110.632  (meters)     362.97   (feet)  ADJUSTED  
 KV1475  ___________________________________________________________________
 KV1475  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KV1475  DYNAMIC HT  -         110.581 (meters)     362.80  (feet)  COMP
 KV1475  MODELED GRAV-     980,156.6   (mgal)                       NAVD 88
 KV1475
 KV1475  VERT ORDER  -  FIRST     CLASS II
 KV1475
 KV1475.The horizontal coordinates were scaled from a topographic map and have
 KV1475.an estimated accuracy of +/- 6 seconds.
 KV1475
 KV1475.The orthometric height was determined by differential leveling
 KV1475.and adjusted by the National Geodetic Survey in June 1991..
 KV1475.WARNING-Repeat measurements at this control monument indicate possible
 KV1475.vertical movement.
 KV1475
 KV1475.The geoid height was determined by GEOID03.
 KV1475
 KV1475.The dynamic height is computed by dividing the NAVD 88
 KV1475.geopotential number by the normal gravity value computed on the
 KV1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1475.degrees latitude (g = 980.6199 gals.).
 KV1475
 KV1475.The modeled gravity was interpolated from observed gravity values.
 KV1475
 KV1475;                    North         East    Units  Estimated Accuracy
 KV1475;SPC PA S     -   153,620.      814,100.      MT  (+/- 180 meters Scaled)
 KV1475
 KV1475                          SUPERSEDED SURVEY CONTROL
 KV1475
 KV1475  NGVD 29 (??/??/??)  110.844  (m)          363.66   (f) ADJUSTED    1 2
 KV1475
 KV1475.Superseded values are not recommended for survey control.
 KV1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1475.See file dsdata.txt to determine how the superseded data were derived.
 KV1475
 KV1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL816042(NAD 83)
 KV1475_MARKER: Q = CHISELED SQUARE
 KV1475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1475_SP_SET: WINDOW SILL
 KV1475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1475
 KV1475  HISTORY     - Date     Condition        Report By
 KV1475  HISTORY     - 1932     MONUMENTED       CGS
 KV1475  HISTORY     - 1956     GOOD             CGS
 KV1475  HISTORY     - 1984     GOOD             USPSQD
 KV1475  HISTORY     - 19991209 MARK NOT FOUND   USPSQD
 KV1475
 KV1475                          STATION DESCRIPTION
 KV1475
 KV1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1475'AT EASTON.
 KV1475'AT EASTON, AT THE COUNTY COURTHOUSE, ON TOP AND IN THE CENTER
 KV1475'OF THE FIRST STONE WINDOW SILL SOUTH OF THE NORTHEAST CORNER OF
 KV1475'THE BUILDING, 9 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 KV1475'BUILDING AND ABOUT 10 FEET HIGHER THAN A FLIGHT OF STEP LEADING
 KV1475'TO THE BASEMENT.  NOTE-- CHISELED SQUARE FLANKED BY THE NUMBERS
 KV1475'AND LETTERING H US C AND GS BM 1881.
 KV1475
 KV1475                          STATION RECOVERY (1984)
 KV1475
 KV1475'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV1475'RECOVERED IN GOOD CONDITION.
 KV1475
 KV1475                          STATION RECOVERY (1999)
 KV1475
 KV1475'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV1475'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1835 ***********************************************************************
 KV1835  DESIGNATION -  H 1
 KV1835  PID         -  KV1835
 KV1835  STATE/COUNTY-  PA/MONTGOMERY
 KV1835  USGS QUAD   -  NORRISTOWN (1992)
 KV1835
 KV1835                         *CURRENT SURVEY CONTROL
 KV1835  ___________________________________________________________________
 KV1835* NAD 83(1986)-  40 03 29.     (N)    075 15 58.     (W)     SCALED    
 KV1835* NAVD 88     -        15.626  (meters)      51.27   (feet)  ADJUSTED  
 KV1835  ___________________________________________________________________
 KV1835  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KV1835  DYNAMIC HT  -          15.619 (meters)      51.24  (feet)  COMP
 KV1835  MODELED GRAV-     980,156.6   (mgal)                       NAVD 88
 KV1835
 KV1835  VERT ORDER  -  FIRST     CLASS I
 KV1835
 KV1835.The horizontal coordinates were scaled from a topographic map and have
 KV1835.an estimated accuracy of +/- 6 seconds.
 KV1835
 KV1835.The orthometric height was determined by differential leveling
 KV1835.and adjusted by the National Geodetic Survey in June 1991..
 KV1835.WARNING-Repeat measurements at this control monument indicate possible
 KV1835.vertical movement.
 KV1835
 KV1835.The geoid height was determined by GEOID03.
 KV1835
 KV1835.The dynamic height is computed by dividing the NAVD 88
 KV1835.geopotential number by the normal gravity value computed on the
 KV1835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1835.degrees latitude (g = 980.6199 gals.).
 KV1835
 KV1835.The modeled gravity was interpolated from observed gravity values.
 KV1835
 KV1835;                    North         East    Units  Estimated Accuracy
 KV1835;SPC PA S     -    83,450.      811,900.      MT  (+/- 180 meters Scaled)
 KV1835
 KV1835                          SUPERSEDED SURVEY CONTROL
 KV1835
 KV1835  NGVD 29 (??/??/??)   15.946  (m)           52.32   (f) ADJUSTED    1 1
 KV1835
 KV1835.Superseded values are not recommended for survey control.
 KV1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1835.See file dsdata.txt to determine how the superseded data were derived.
 KV1835
 KV1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK773342(NAD 83)
 KV1835_MARKER: DB = BENCH MARK DISK
 KV1835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1835_STAMPING: H 1 1929 52.411
 KV1835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1835+STABILITY: SURFACE MOTION
 KV1835
 KV1835  HISTORY     - Date     Condition        Report By
 KV1835  HISTORY     - 1929     MONUMENTED       CGS
 KV1835  HISTORY     - 1966     GOOD             CGS
 KV1835
 KV1835                          STATION DESCRIPTION
 KV1835
 KV1835'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV1835'AT MIQUON.
 KV1835'AT MIQUON, ON THE READING COMPANY RAILROAD, 146 FEET
 KV1835'SOUTH-SOUTHEAST OF THE STATION, OR ABOUT 1.4 MILES NORTHWEST
 KV1835'ALONG THE READING COMPANY RAILROAD FROM THE STATION AT SHAWMONT,
 KV1835'30.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE SOUTH END OF
 KV1835'THE RAILROAD STATION PLATFORM, IN THE SOUTH END OF A PARKING
 KV1835'LOT, 17.3 FEET EAST OF THE EAST RAIL OF THE EAST SET OF MAIN
 KV1835'LINE TRACKS, 100 FEET NORTH OF CATENARY POLE NUMBER 10/15, 14.2
 KV1835'FEET SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF A CONCRETE BOX
 KV1835'PROTECTING A WATER VALVE, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 KV1835'TRACK, AND SET IN THE TOP OF A CONCRETE POST ABOUT 1 FOOT BELOW
 KV1835'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0780 ***********************************************************************
 JU0780  DESIGNATION -  H 10 RESET 1963
 JU0780  PID         -  JU0780
 JU0780  STATE/COUNTY-  PA/DELAWARE
 JU0780  USGS QUAD   -  MARCUS HOOK (1993)
 JU0780
 JU0780                         *CURRENT SURVEY CONTROL
 JU0780  ___________________________________________________________________
 JU0780* NAD 83(1986)-  39 48 43.     (N)    075 24 50.     (W)     SCALED    
 JU0780* NAVD 88     -         2.376  (meters)       7.80   (feet)  ADJUSTED  
 JU0780  ___________________________________________________________________
 JU0780  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU0780  DYNAMIC HT  -           2.375 (meters)       7.79  (feet)  COMP
 JU0780  MODELED GRAV-     980,173.0   (mgal)                       NAVD 88
 JU0780
 JU0780  VERT ORDER  -  FIRST     CLASS I
 JU0780
 JU0780.The horizontal coordinates were scaled from a topographic map and have
 JU0780.an estimated accuracy of +/- 6 seconds.
 JU0780
 JU0780.The orthometric height was determined by differential leveling
 JU0780.and adjusted by the National Geodetic Survey in June 1991..
 JU0780.WARNING-Repeat measurements at this control monument indicate possible
 JU0780.vertical movement.
 JU0780
 JU0780.The geoid height was determined by GEOID03.
 JU0780
 JU0780.The dynamic height is computed by dividing the NAVD 88
 JU0780.geopotential number by the normal gravity value computed on the
 JU0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0780.degrees latitude (g = 980.6199 gals.).
 JU0780
 JU0780.The modeled gravity was interpolated from observed gravity values.
 JU0780
 JU0780;                    North         East    Units  Estimated Accuracy
 JU0780;SPC PA S     -    55,790.      800,020.      MT  (+/- 180 meters Scaled)
 JU0780
 JU0780                          SUPERSEDED SURVEY CONTROL
 JU0780
 JU0780  NGVD 29 (01/10/92)    2.655  (m)            8.71   (f) ADJUSTED    1 1
 JU0780
 JU0780.Superseded values are not recommended for survey control.
 JU0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0780.See file dsdata.txt to determine how the superseded data were derived.
 JU0780
 JU0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK645069(NAD 83)
 JU0780_MARKER: DB = BENCH MARK DISK
 JU0780_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0780_SP_SET: STEP
 JU0780_STAMPING: H 10 RESET 1963
 JU0780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0780
 JU0780  HISTORY     - Date     Condition        Report By
 JU0780  HISTORY     - 1963     MONUMENTED       CGS
 JU0780  HISTORY     - 1964     GOOD             CGS
 JU0780  HISTORY     - 1979     GOOD             NGS
 JU0780  HISTORY     - 1984     GOOD             USPSQD
 JU0780
 JU0780                          STATION DESCRIPTION
 JU0780
 JU0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0780'0.9 MI SE FROM MARCUS HOOK.
 JU0780'0.8 MILE SOUTHEAST ALONG MARKET STREET FROM THE INTERSECTION OF
 JU0780'U.S. HIGHWAY 13 ALTERNATE AT MARCUS HOOK, THENCE 0.1 MILE
 JU0780'SOUTHWEST ALONG DELAWARE AVENUE, AT THE ENTRANCE TO SUN OIL
 JU0780'COMPANY PROPERTY, SET ON TOP OF THE CONCRETE STEP AT THE SOUTH
 JU0780'ENTRANCE TO THE GUARD BUILDING, 9 FEET NORTHWEST OF CENTER LINE
 JU0780'OF THE EXIT DRIVEWAY LEADING NORTHEAST FROM PROPERTY, AND ABOUT
 JU0780'1 FOOT ABOVE LEVEL OF DRIVEWAY.
 JU0780
 JU0780                          STATION RECOVERY (1979)
 JU0780
 JU0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0780'RECOVERED IN GOOD CONDITION.
 JU0780
 JU0780                          STATION RECOVERY (1984)
 JU0780
 JU0780'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1987 ***********************************************************************
 JV1987  DESIGNATION -  H 101
 JV1987  PID         -  JV1987
 JV1987  STATE/COUNTY-  PA/FRANKLIN
 JV1987  USGS QUAD   -  BLUE RIDGE SUMMIT (1985)
 JV1987
 JV1987                         *CURRENT SURVEY CONTROL
 JV1987  ___________________________________________________________________
 JV1987* NAD 83(1986)-  39 44 31.     (N)    077 27 54.     (W)     SCALED    
 JV1987* NAVD 88     -       382.199  (meters)    1253.93   (feet)  ADJUSTED  
 JV1987  ___________________________________________________________________
 JV1987  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 JV1987  DYNAMIC HT  -         381.976 (meters)    1253.20  (feet)  COMP
 JV1987  MODELED GRAV-     980,032.0   (mgal)                       NAVD 88
 JV1987
 JV1987  VERT ORDER  -  SECOND    CLASS 0
 JV1987
 JV1987.The horizontal coordinates were scaled from a topographic map and have
 JV1987.an estimated accuracy of +/- 6 seconds.
 JV1987
 JV1987.The orthometric height was determined by differential leveling
 JV1987.and adjusted by the National Geodetic Survey in June 1991..
 JV1987
 JV1987.The geoid height was determined by GEOID03.
 JV1987
 JV1987.The dynamic height is computed by dividing the NAVD 88
 JV1987.geopotential number by the normal gravity value computed on the
 JV1987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1987.degrees latitude (g = 980.6199 gals.).
 JV1987
 JV1987.The modeled gravity was interpolated from observed gravity values.
 JV1987
 JV1987;                    North         East    Units  Estimated Accuracy
 JV1987;SPC PA S     -    45,410.      624,430.      MT  (+/- 180 meters Scaled)
 JV1987
 JV1987                          SUPERSEDED SURVEY CONTROL
 JV1987
 JV1987  NGVD 29 (??/??/??)  382.362  (m)         1254.47   (f) ADJUSTED    2 0
 JV1987
 JV1987.Superseded values are not recommended for survey control.
 JV1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1987.See file dsdata.txt to determine how the superseded data were derived.
 JV1987
 JV1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK887020(NAD 83)
 JV1987_MARKER: DB = BENCH MARK DISK
 JV1987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1987_STAMPING: H 101 1935
 JV1987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1987+STABILITY: SURFACE MOTION
 JV1987
 JV1987  HISTORY     - Date     Condition        Report By
 JV1987  HISTORY     - 1935     MONUMENTED       CGS
 JV1987  HISTORY     - 1953     MARK NOT FOUND   USGS
 JV1987
 JV1987                          STATION DESCRIPTION
 JV1987
 JV1987'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1987'2 MI NE FROM HIGHFIELD.
 JV1987'IN FRANKLIN COUNTY, PENNSYLVANIA, ABOUT 2.0 MILES NORTHEAST
 JV1987'ALONG THE WESTERN MARYLAND RAILWAY FROM THE STATION AT HIGHFIELD,
 JV1987'WASHINGTON COUNTY, MARYLAND, ABOUT 1,575 FEET SOUTH OF
 JV1987'MILEPOST 91, ABOUT 153 FEET NORTH OF A TOOL HOUSE AT CHARMIAN,
 JV1987'ABOUT 57 FEET NORTH OF THE CENTER LINE OF MONTEREY PIKE, AND 30
 JV1987'FEET EAST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 JV1987'STAMPED H 101 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JV1987
 JV1987                          STATION RECOVERY (1953)
 JV1987
 JV1987'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 JV1987'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1597 ***********************************************************************
 JV1597  DESIGNATION -  H 102
 JV1597  PID         -  JV1597
 JV1597  STATE/COUNTY-  PA/YORK
 JV1597  USGS QUAD   -  WEST YORK (1973)
 JV1597
 JV1597                         *CURRENT SURVEY CONTROL
 JV1597  ___________________________________________________________________
 JV1597* NAD 83(1986)-  39 54 32.     (N)    076 49 27.     (W)     SCALED    
 JV1597* NAVD 88     -       142.879  (meters)     468.76   (feet)  ADJUSTED  
 JV1597  ___________________________________________________________________
 JV1597  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JV1597  DYNAMIC HT  -         142.805 (meters)     468.52  (feet)  COMP
 JV1597  MODELED GRAV-     980,107.8   (mgal)                       NAVD 88
 JV1597
 JV1597  VERT ORDER  -  SECOND    CLASS 0
 JV1597
 JV1597.The horizontal coordinates were scaled from a topographic map and have
 JV1597.an estimated accuracy of +/- 6 seconds.
 JV1597
 JV1597.The orthometric height was determined by differential leveling
 JV1597.and adjusted by the National Geodetic Survey in June 1991..
 JV1597
 JV1597.The geoid height was determined by GEOID03.
 JV1597
 JV1597.The dynamic height is computed by dividing the NAVD 88
 JV1597.geopotential number by the normal gravity value computed on the
 JV1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1597.degrees latitude (g = 980.6199 gals.).
 JV1597
 JV1597.The modeled gravity was interpolated from observed gravity values.
 JV1597
 JV1597;                    North         East    Units  Estimated Accuracy
 JV1597;SPC PA S     -    64,320.      679,160.      MT  (+/- 180 meters Scaled)
 JV1597
 JV1597                          SUPERSEDED SURVEY CONTROL
 JV1597
 JV1597  NGVD 29 (??/??/??)  143.115  (m)          469.54   (f) ADJUSTED    2 0
 JV1597
 JV1597.Superseded values are not recommended for survey control.
 JV1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1597.See file dsdata.txt to determine how the superseded data were derived.
 JV1597
 JV1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK440192(NAD 83)
 JV1597_MARKER: DB = BENCH MARK DISK
 JV1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1597_STAMPING: H 102 1935
 JV1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1597+STABILITY: SURFACE MOTION
 JV1597
 JV1597  HISTORY     - Date     Condition        Report By
 JV1597  HISTORY     - 1935     MONUMENTED       CGS
 JV1597
 JV1597                          STATION DESCRIPTION
 JV1597
 JV1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1597'3.4 MI NE FROM SPRING GROVE.
 JV1597'3.4 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JV1597'STATION AT SPRING GROVE, YORK COUNTY, ABOUT 1,155 FEET EAST
 JV1597'OF MILEPOST 20, AT A COUNTRY-ROAD CROSSING, 20 FEET EAST OF THE
 JV1597'CENTER LINE OF THE ROAD, AND 24 FEET NORTH OF THE CENTER LINE
 JV1597'OF THE TRACK.  A STANDARD DISK, STAMPED H 102 1935 AND SET IN
 JV1597'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1548 ***********************************************************************
 JU1548  DESIGNATION -  H 106
 JU1548  PID         -  JU1548
 JU1548  STATE/COUNTY-  PA/CHESTER
 JU1548  USGS QUAD   -  COATESVILLE (1997)
 JU1548
 JU1548                         *CURRENT SURVEY CONTROL
 JU1548  ___________________________________________________________________
 JU1548* NAD 83(1986)-  39 59 26.     (N)    075 46 33.     (W)     SCALED    
 JU1548* NAVD 88     -       104.008  (meters)     341.23   (feet)  ADJUSTED  
 JU1548  ___________________________________________________________________
 JU1548  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JU1548  DYNAMIC HT  -         103.956 (meters)     341.06  (feet)  COMP
 JU1548  MODELED GRAV-     980,125.0   (mgal)                       NAVD 88
 JU1548
 JU1548  VERT ORDER  -  SECOND    CLASS 0
 JU1548
 JU1548.The horizontal coordinates were scaled from a topographic map and have
 JU1548.an estimated accuracy of +/- 6 seconds.
 JU1548
 JU1548.The orthometric height was determined by differential leveling
 JU1548.and adjusted by the National Geodetic Survey in June 1991..
 JU1548
 JU1548.The geoid height was determined by GEOID03.
 JU1548
 JU1548.The dynamic height is computed by dividing the NAVD 88
 JU1548.geopotential number by the normal gravity value computed on the
 JU1548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1548.degrees latitude (g = 980.6199 gals.).
 JU1548
 JU1548.The modeled gravity was interpolated from observed gravity values.
 JU1548
 JU1548;                    North         East    Units  Estimated Accuracy
 JU1548;SPC PA S     -    74,860.      768,590.      MT  (+/- 180 meters Scaled)
 JU1548
 JU1548                          SUPERSEDED SURVEY CONTROL
 JU1548
 JU1548  NGVD 29 (??/??/??)  104.326  (m)          342.28   (f) ADJUSTED    2 0
 JU1548
 JU1548.Superseded values are not recommended for survey control.
 JU1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1548.See file dsdata.txt to determine how the superseded data were derived.
 JU1548
 JU1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK337269(NAD 83)
 JU1548_MARKER: DB = BENCH MARK DISK
 JU1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1548_STAMPING: H 106 1935
 JU1548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1548+STABILITY: SURFACE MOTION
 JU1548
 JU1548  HISTORY     - Date     Condition        Report By
 JU1548  HISTORY     - 1935     MONUMENTED       CGS
 JU1548  HISTORY     - 1955     MARK NOT FOUND   CGS
 JU1548  HISTORY     - 1966     MARK NOT FOUND   CGS
 JU1548  HISTORY     - 20030329 MARK NOT FOUND   USPSQD
 JU1548
 JU1548                          STATION DESCRIPTION
 JU1548
 JU1548'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JU1548'4 MI SW FROM DOWNINGTOWN.
 JU1548'4.0 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1548'POST OFFICE AT DOWNINGTON, CHESTER COUNTY, AT MILEPOST 36/317,
 JU1548'65 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 45 FEET SOUTH
 JU1548'OF THE CENTERLINE OF U.S. HIGHWAY 30.  A STANDARD DISK, STAMPED
 JU1548'H 106 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- DESCRIPTION
 JU1548'INADEQUATE TO DETERMINE APPROXIMATE LOCATION OF MARK.
 JU1548
 JU1548                          STATION RECOVERY (1966)
 JU1548
 JU1548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JU1548'MARK NOT FOUND.
 JU1548
 JU1548                          STATION RECOVERY (2003)
 JU1548
 JU1548'RECOVERY NOTE BY US POWER SQUADRON 2003 (EYH)
 JU1548'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1517 ***********************************************************************
 JU1517  DESIGNATION -  H 107
 JU1517  PID         -  JU1517
 JU1517  STATE/COUNTY-  PA/CHESTER
 JU1517  USGS QUAD   -  WILMINGTON NORTH (1993)
 JU1517
 JU1517                         *CURRENT SURVEY CONTROL
 JU1517  ___________________________________________________________________
 JU1517* NAD 83(1986)-  39 50 19.     (N)    075 35 54.     (W)     SCALED    
 JU1517* NAVD 88     -        48.654  (meters)     159.63   (feet)  ADJUSTED  
 JU1517  ___________________________________________________________________
 JU1517  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU1517  DYNAMIC HT  -          48.632 (meters)     159.55  (feet)  COMP
 JU1517  MODELED GRAV-     980,162.8   (mgal)                       NAVD 88
 JU1517
 JU1517  VERT ORDER  -  SECOND    CLASS 0
 JU1517
 JU1517.The horizontal coordinates were scaled from a topographic map and have
 JU1517.an estimated accuracy of +/- 6 seconds.
 JU1517
 JU1517.The orthometric height was determined by differential leveling
 JU1517.and adjusted by the National Geodetic Survey in June 1991..
 JU1517
 JU1517.The geoid height was determined by GEOID03.
 JU1517
 JU1517.The dynamic height is computed by dividing the NAVD 88
 JU1517.geopotential number by the normal gravity value computed on the
 JU1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1517.degrees latitude (g = 980.6199 gals.).
 JU1517
 JU1517.The modeled gravity was interpolated from observed gravity values.
 JU1517
 JU1517;                    North         East    Units  Estimated Accuracy
 JU1517;SPC PA S     -    58,350.      784,160.      MT  (+/- 180 meters Scaled)
 JU1517
 JU1517                          SUPERSEDED SURVEY CONTROL
 JU1517
 JU1517  NGVD 29 (??/??/??)   48.963  (m)          160.64   (f) ADJUSTED    2 0
 JU1517
 JU1517.Superseded values are not recommended for survey control.
 JU1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1517.See file dsdata.txt to determine how the superseded data were derived.
 JU1517
 JU1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK488100(NAD 83)
 JU1517_MARKER: DB = BENCH MARK DISK
 JU1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1517_STAMPING: H 107 1935
 JU1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1517+STABILITY: SURFACE MOTION
 JU1517
 JU1517  HISTORY     - Date     Condition        Report By
 JU1517  HISTORY     - 1935     MONUMENTED       CGS
 JU1517  HISTORY     - 1951     MARK NOT FOUND   USGS
 JU1517  HISTORY     - 20031115 MARK NOT FOUND   USPSQD
 JU1517  HISTORY     - 20031115 MARK NOT FOUND   USPSQD
 JU1517
 JU1517                          STATION DESCRIPTION
 JU1517
 JU1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU1517'AT COSSART.
 JU1517'AT COSSART, CHESTER COUNTY, ON THE READING RAILWAY, 0.4 MILE
 JU1517'NORTH OF THE PENNSYLVANIA-DELAWARE STATE LINE, AT THE WILLIAM PENN
 JU1517'MONUMENT, AT A TURN-TABLE, 15 FEET WEST OF THE CENTERLINE OF THE
 JU1517'TRACK, 2 FEET SOUTH OF A POLE, AND EAST OF STATE HIGHWAY
 JU1517'100.  A STANDARD DISK, STAMPED H 107 1935 AND SET IN THE TOP
 JU1517'OF A CONCRETE POST.
 JU1517
 JU1517                          STATION RECOVERY (1951)
 JU1517
 JU1517'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 JU1517'MARK NOT FOUND.
 JU1517
 JU1517                          STATION RECOVERY (2003)
 JU1517
 JU1517'RECOVERY NOTE BY US POWER SQUADRON 2003 (MWE)
 JU1517'FOUND REMAINS OF TURNTABLE. NO WILLIAM PENN MONUMENT. FOUND REMAINS OF
 JU1517'A POLE IN A CONCRETE BASE AT THE LOCATION DESCRIBED. NO DISK PRESENT.
 JU1517
 JU1517                          STATION RECOVERY (2003)
 JU1517
 JU1517'RECOVERY NOTE BY US POWER SQUADRON 2003 (MWE)
 JU1517'FOUND REMNANTS OF POLE IN CONCRETE BASE. NO MONUMENT ON POST. FOUND
 JU1517'REMAINS OF TURNTABLE. MARKER PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1997 ***********************************************************************
 KV1997  DESIGNATION -  H 108
 KV1997  PID         -  KV1997
 KV1997  STATE/COUNTY-  PA/MONTGOMERY
 KV1997  USGS QUAD   -  MILFORD SQUARE (1992)
 KV1997
 KV1997                         *CURRENT SURVEY CONTROL
 KV1997  ___________________________________________________________________
 KV1997* NAD 83(1992)-  40 23 46.65411(N)    075 29 56.64034(W)     ADJUSTED  
 KV1997* NAVD 88     -       108.021  (meters)     354.40   (feet)  ADJUSTED  
 KV1997  ___________________________________________________________________
 KV1997  X           -   1,218,015.733 (meters)                     COMP
 KV1997  Y           -  -4,709,400.939 (meters)                     COMP
 KV1997  Z           -   4,111,643.955 (meters)                     COMP
 KV1997  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 KV1997  ELLIP HEIGHT-          73.53  (meters)          (06/21/02) GPS OBS
 KV1997  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 KV1997  DYNAMIC HT  -         107.966 (meters)     354.22  (feet)  COMP
 KV1997  MODELED GRAV-     980,121.9   (mgal)                       NAVD 88
 KV1997
 KV1997  HORZ ORDER  -  THIRD
 KV1997  VERT ORDER  -  SECOND    CLASS 0
 KV1997  ELLP ORDER  -  FOURTH    CLASS I
 KV1997
 KV1997.The horizontal coordinates were established by GPS observations
 KV1997.and adjusted by the National Geodetic Survey in June 2002..
 KV1997
 KV1997.The orthometric height was determined by differential leveling
 KV1997.and adjusted by the National Geodetic Survey in June 1991..
 KV1997
 KV1997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1997
 KV1997.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1997
 KV1997.The ellipsoidal height was determined by GPS observations
 KV1997.and is referenced to NAD 83.
 KV1997
 KV1997.The geoid height was determined by GEOID03.
 KV1997
 KV1997.The dynamic height is computed by dividing the NAVD 88
 KV1997.geopotential number by the normal gravity value computed on the
 KV1997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1997.degrees latitude (g = 980.6199 gals.).
 KV1997
 KV1997.The modeled gravity was interpolated from observed gravity values.
 KV1997
 KV1997;                    North         East     Units Scale Factor Converg.
 KV1997;SPC PA S     -   120,460.789   791,071.743   MT  0.99995995   +1 27 37.4
 KV1997;SPC PA S     -   395,211.77  2,595,374.54   sFT  0.99995995   +1 27 37.4
 KV1997;UTM  18      - 4,471,862.895   457,647.012   MT  0.99962208   -0 19 24.4
 KV1997
 KV1997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1997!SPC PA S     -   0.99998847  x   0.99995995  =   0.99994842
 KV1997!UTM  18      -   0.99998847  x   0.99962208  =   0.99961055
 KV1997
 KV1997                          SUPERSEDED SURVEY CONTROL
 KV1997
 KV1997  NAD 83(1996)-  40 23 46.65128(N)    075 29 56.63857(W) AD(       ) 3
 KV1997  NAD 83(1986)-  40 23 46.65085(N)    075 29 56.64677(W) AD(       ) 3
 KV1997  NGVD 29 (??/??/??)  108.288  (m)          355.27   (f) ADJUSTED    2 0
 KV1997
 KV1997.Superseded values are not recommended for survey control.
 KV1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1997.See file dsdata.txt to determine how the superseded data were derived.
 KV1997
 KV1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK5764771863(NAD 83)
 KV1997_MARKER: DB = BENCH MARK DISK
 KV1997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1997_SP_SET: CONCRETE POST
 KV1997_STAMPING: H 108 1935
 KV1997_MARK LOGO: CGS   
 KV1997_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1997+STABILITY: SURFACE MOTION
 KV1997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1997+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2006
 KV1997
 KV1997  HISTORY     - Date     Condition        Report By
 KV1997  HISTORY     - 1935     MONUMENTED       CGS
 KV1997  HISTORY     - 1944     GOOD             CGS
 KV1997  HISTORY     - 1988     GOOD             USPSQD
 KV1997  HISTORY     - 19881109 GOOD             NGS
 KV1997  HISTORY     - 20060109 GOOD             GILMOR
 KV1997
 KV1997                          STATION DESCRIPTION
 KV1997
 KV1997'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KV1997'IN PENNSBURG.
 KV1997'IN THE NORTH ANGLE OF THE INTERSECTION OF STATE HIGHWAY 663 AND
 KV1997'THE READING R.R. AT PENNSBURG, 1 BLOCK SE OF THE READING STATION,
 KV1997'24 FT. NW OF THE CL OF HIGHWAY, 67 FT. NE OF THE CL OF MAIN
 KV1997'TRACK OF READING R.R., 21.6 FT. NORTH OF AN ELECTRIC CROSSING
 KV1997'SIGNAL, IN THE TOP OF A PRECAST CONCRETE MONUMENT PROJECTING
 KV1997'ABOUT 2 FT. ABOVE THE GROUND, A STANDARD U.S.C AND G.S. AND
 KV1997'COMMONWEALTH OF PENNSYLVANIA DISK STAMPED H 108 1935.
 KV1997
 KV1997                          STATION RECOVERY (1988)
 KV1997
 KV1997'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDC)
 KV1997'RECOVERED IN GOOD CONDITION.
 KV1997
 KV1997                          STATION RECOVERY (1988)
 KV1997
 KV1997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KV1997'THE STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 KV1997'FOLLOWS.
 KV1997'THE STATION IS LOCATED ABOUT 2.7 KM (1.70 MI) NORTHWEST OF RED HILL,
 KV1997'1.2 KM (0.75 MI) SOUTHEAST OF EAST GREENVILLE AND 0.3 KM (0.20 MI)
 KV1997'SOUTHWEST OF PENNSBURG.
 KV1997'OWNERSHIP--READING RAILROAD.
 KV1997'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 29 AND 663 IN
 KV1997'PENNSBURG, GO SOUTHWEST ON HIGHWAY 663 FOR 0.3 KM (0.20 MI) TO THE
 KV1997'STATION ON THE RIGHT, JUST BEFORE CROSSING RAILROAD TRACKS.
 KV1997'THE STATION IS A STANDARD CGS DISK SET IN TOP OF A SQUARE CONCRETE
 KV1997'POST 15 CM ON A SIDE PROJECTING 50 CM.  LOCATED 15.0 M (49.2 FT)
 KV1997'NORTHEAST OF THE NEAR RAIL OF THE RAILROAD, 10.3 M (33.8 FT) SOUTHWEST
 KV1997'OF UTILITY POLE NUMBER 688, AND 6.9 M (22.6 FT) NORTHWEST OF THE
 KV1997'CENTERLINE OF HIGHWAY 663.
 KV1997'DESCRIBED BY E.J. HANSMANN, TYPED BY G.A. MEANS.
 KV1997
 KV1997                          STATION RECOVERY (2006)
 KV1997
 KV1997'RECOVERY NOTE BY GILMORE AND ASSOCIATES, INCORPORATED 2006 (SJK)
 KV1997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0559 ***********************************************************************
 KY0559  DESIGNATION -  H 109
 KY0559  PID         -  KY0559
 KY0559  STATE/COUNTY-  PA/WASHINGTON
 KY0559  USGS QUAD   -  MIDWAY (1977)
 KY0559
 KY0559                         *CURRENT SURVEY CONTROL
 KY0559  ___________________________________________________________________
 KY0559* NAD 83(1986)-  40 18 44.     (N)    080 20 48.     (W)     SCALED    
 KY0559* NAVD 88     -       349.173  (meters)    1145.58   (feet)  ADJUSTED  
 KY0559  ___________________________________________________________________
 KY0559  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KY0559  DYNAMIC HT  -         348.978 (meters)    1144.94  (feet)  COMP
 KY0559  MODELED GRAV-     980,059.1   (mgal)                       NAVD 88
 KY0559
 KY0559  VERT ORDER  -  SECOND    CLASS 0
 KY0559
 KY0559.The horizontal coordinates were scaled from a topographic map and have
 KY0559.an estimated accuracy of +/- 6 seconds.
 KY0559
 KY0559.The orthometric height was determined by differential leveling
 KY0559.and adjusted by the National Geodetic Survey in June 1991..
 KY0559
 KY0559.The geoid height was determined by GEOID03.
 KY0559
 KY0559.The dynamic height is computed by dividing the NAVD 88
 KY0559.geopotential number by the normal gravity value computed on the
 KY0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0559.degrees latitude (g = 980.6199 gals.).
 KY0559
 KY0559.The modeled gravity was interpolated from observed gravity values.
 KY0559
 KY0559;                    North         East    Units  Estimated Accuracy
 KY0559;SPC PA S     -   111,940.      379,310.      MT  (+/- 180 meters Scaled)
 KY0559
 KY0559                          SUPERSEDED SURVEY CONTROL
 KY0559
 KY0559  NGVD 29 (??/??/92)  349.309  (m)         1146.02   (f) ADJ UNCH    2 0
 KY0559
 KY0559.Superseded values are not recommended for survey control.
 KY0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0559.See file dsdata.txt to determine how the superseded data were derived.
 KY0559
 KY0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE555626(NAD 83)
 KY0559_MARKER: DB = BENCH MARK DISK
 KY0559_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0559_SP_SET: CATCH BASIN
 KY0559_STAMPING: H 109 1957
 KY0559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY0559+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2005
 KY0559
 KY0559  HISTORY     - Date     Condition        Report By
 KY0559  HISTORY     - 1957     MONUMENTED       CGS
 KY0559  HISTORY     - 20050621 GOOD             JCLS
 KY0559
 KY0559                          STATION DESCRIPTION
 KY0559
 KY0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0559'6.2 MI S FROM BURGETTSTOWN.
 KY0559'ABOUT 6.25 MILES SOUTH AND SOUTHEAST ALONG STATE HIGHWAY 18
 KY0559'FROM THE POST OFFICE AT BURGETTSTOWN, ABOUT 0.2 MILE
 KY0559'NORTHWEST OF BOTTOM OF GRADES AND A CULVERT FOR A CREEK BRANCH,
 KY0559'IN THE TOP OF NORTHWEST END OF BACK WALL OF A 2 1/2 BY 4 FOOT
 KY0559'CONCRETE CATCH BASIN FOR A 12-INCH PIPE CULVERT, 22 FEET NORTH
 KY0559'EAST OF CENTER LINE OF HIGHWAY, 45 FEET NORTHWEST OF CENTER OF
 KY0559'JUNCTION OF A DRIVE NORTH TO A BRICK FARM HOUSE, AND 1/2 FOOT
 KY0559'ABOVE LEVEL OF HIGHWAY.
 KY0559
 KY0559                          STATION RECOVERY (2005)
 KY0559
 KY0559'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (FJO)
 KY0559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0481 ***********************************************************************
 KY0481  DESIGNATION -  H 110
 KY0481  PID         -  KY0481
 KY0481  STATE/COUNTY-  PA/WASHINGTON
 KY0481  USGS QUAD   -  CANONSBURG (1979)
 KY0481
 KY0481                         *CURRENT SURVEY CONTROL
 KY0481  ___________________________________________________________________
 KY0481* NAD 83(1986)-  40 18 17.     (N)    080 11 48.     (W)     SCALED    
 KY0481* NAVD 88     -       364.974  (meters)    1197.42   (feet)  ADJUSTED  
 KY0481  ___________________________________________________________________
 KY0481  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 KY0481  DYNAMIC HT  -         364.776 (meters)    1196.77  (feet)  COMP
 KY0481  MODELED GRAV-     980,072.2   (mgal)                       NAVD 88
 KY0481
 KY0481  VERT ORDER  -  SECOND    CLASS 0
 KY0481
 KY0481.The horizontal coordinates were scaled from a topographic map and have
 KY0481.an estimated accuracy of +/- 6 seconds.
 KY0481
 KY0481.The orthometric height was determined by differential leveling
 KY0481.and adjusted by the National Geodetic Survey in June 1991..
 KY0481
 KY0481.The geoid height was determined by GEOID03.
 KY0481
 KY0481.The dynamic height is computed by dividing the NAVD 88
 KY0481.geopotential number by the normal gravity value computed on the
 KY0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0481.degrees latitude (g = 980.6199 gals.).
 KY0481
 KY0481.The modeled gravity was interpolated from observed gravity values.
 KY0481
 KY0481;                    North         East    Units  Estimated Accuracy
 KY0481;SPC PA S     -   110,740.      392,040.      MT  (+/- 180 meters Scaled)
 KY0481
 KY0481                          SUPERSEDED SURVEY CONTROL
 KY0481
 KY0481  NGVD 29 (??/??/92)  365.111  (m)         1197.87   (f) ADJ UNCH    2 0
 KY0481
 KY0481.Superseded values are not recommended for survey control.
 KY0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0481.See file dsdata.txt to determine how the superseded data were derived.
 KY0481
 KY0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE682618(NAD 83)
 KY0481_MARKER: DB = BENCH MARK DISK
 KY0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0481_STAMPING: H 110 1957
 KY0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0481+STABILITY: SURFACE MOTION
 KY0481
 KY0481  HISTORY     - Date     Condition        Report By
 KY0481  HISTORY     - 1957     MONUMENTED       CGS
 KY0481
 KY0481                          STATION DESCRIPTION
 KY0481
 KY0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0481'7 MI E FROM HICKORY.
 KY0481'ABOUT 5.0 MILES NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST
 KY0481'OFFICE AND BANK BUILDING AT HICKORY TO A POINT 0.15 MILE EAST
 KY0481'OF VENICE U.P. CHURCH, THENCE ABOUT 0.35 MILE SOUTHWEST AND
 KY0481'SOUTH, THENCE ABOUT 1.65 MILES EAST ALONG GRAVEL ROADS, ABOUT
 KY0481'0.45 MILE SOUTHEAST OF INTERSECTION OF A BLACK TOP ROAD
 KY0481'(LEADING SOUTH TO MUSE), 173 FEET WEST OF CENTER OF JUNCTION OF
 KY0481'A ROAD SOUTHEAST AND A SHARP TURN IN THE MAIN ROAD, 18 FEET
 KY0481'SOUTHWEST OF CENTER LINE OF ROAD, 150 FEET SOUTH-SOUTHEAST OF
 KY0481'SINCLAIR REFINING COMPANY PIPE LINE MARKER NO. P 156 37-49,
 KY0481'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 KY0481'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 KY0481'NOTE-- MARK MAY BE REACHED FROM THE POST OFFICE AT HENDERSONVILLE
 KY0481'BY GOING ABOUT 1.2 MILES NORTHWEST ALONG A BLACK TOP ROAD
 KY0481'FOLLOWING MC PHERSON CREEK, THENCE ABOUT 1.85 MILES WEST AND
 KY0481'SOUTHWEST ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0377 ***********************************************************************
 KY0377  DESIGNATION -  H 111
 KY0377  PID         -  KY0377
 KY0377  STATE/COUNTY-  PA/ALLEGHENY
 KY0377  USGS QUAD   -  CANONSBURG (1979)
 KY0377
 KY0377                         *CURRENT SURVEY CONTROL
 KY0377  ___________________________________________________________________
 KY0377* NAD 83(1986)-  40 22 12.     (N)    080 13 37.     (W)     SCALED    
 KY0377* NAVD 88     -       302.071  (meters)     991.04   (feet)  ADJUSTED  
 KY0377  ___________________________________________________________________
 KY0377  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 KY0377  DYNAMIC HT  -         301.909 (meters)     990.51  (feet)  COMP
 KY0377  MODELED GRAV-     980,082.7   (mgal)                       NAVD 88
 KY0377
 KY0377  VERT ORDER  -  SECOND    CLASS 0
 KY0377
 KY0377.The horizontal coordinates were scaled from a topographic map and have
 KY0377.an estimated accuracy of +/- 6 seconds.
 KY0377
 KY0377.The orthometric height was determined by differential leveling
 KY0377.and adjusted by the National Geodetic Survey in June 1991..
 KY0377
 KY0377.The geoid height was determined by GEOID03.
 KY0377
 KY0377.The dynamic height is computed by dividing the NAVD 88
 KY0377.geopotential number by the normal gravity value computed on the
 KY0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0377.degrees latitude (g = 980.6199 gals.).
 KY0377
 KY0377.The modeled gravity was interpolated from observed gravity values.
 KY0377
 KY0377;                    North         East    Units  Estimated Accuracy
 KY0377;SPC PA S     -   118,060.      389,670.      MT  (+/- 180 meters Scaled)
 KY0377
 KY0377                          SUPERSEDED SURVEY CONTROL
 KY0377
 KY0377  NGVD 29 (??/??/92)  302.205  (m)          991.48   (f) ADJ UNCH    2 0
 KY0377
 KY0377.Superseded values are not recommended for survey control.
 KY0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0377.See file dsdata.txt to determine how the superseded data were derived.
 KY0377
 KY0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE656691(NAD 83)
 KY0377_MARKER: DB = BENCH MARK DISK
 KY0377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0377_SP_SET: FOUNDATION
 KY0377_STAMPING: H 111 1957
 KY0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0377
 KY0377  HISTORY     - Date     Condition        Report By
 KY0377  HISTORY     - 1957     MONUMENTED       CGS
 KY0377  HISTORY     - 1960     GOOD             NGS
 KY0377
 KY0377                          STATION DESCRIPTION
 KY0377
 KY0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0377'1 MI SW FROM STURGEON.
 KY0377'ABOUT 1.0 MILE SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KY0377'THE STATION SHED AT STURGEON, ABOUT 0.5 MILE NORTHEAST OF
 KY0377'STATION AT MC DONALD, 0.2 MILE NORTHEAST OF MILEPOST 18, 0.15
 KY0377'MILE (250 YARDS) SOUTHWEST OF THE CROSSING OF MAIN STREET ( A
 KY0377'NORTHWEST-SOUTHEAST ROAD CROSSING), 24 FEET NORTHWEST OF THE
 KY0377'NORTHWEST RAIL OF THE NORTHWEST TRACK, SET VERTICALLY IN THE
 KY0377'SOUTHEAST FACE OF CONCRETE FOUNDATION OF LAUREL HILL TELEGRAPH
 KY0377'TOWER, 1.3 FEET NORTHEAST OF THE SOUTH CORNER OF TOWER BUILDING,
 KY0377'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0455 ***********************************************************************
 KY0455  DESIGNATION -  H 112
 KY0455  PID         -  KY0455
 KY0455  STATE/COUNTY-  PA/WASHINGTON
 KY0455  USGS QUAD   -  AVELLA (1979)
 KY0455
 KY0455                         *CURRENT SURVEY CONTROL
 KY0455  ___________________________________________________________________
 KY0455* NAD 83(1986)-  40 15 55.     (N)    080 26 11.     (W)     SCALED    
 KY0455* NAVD 88     -       286.538  (meters)     940.08   (feet)  ADJUSTED  
 KY0455  ___________________________________________________________________
 KY0455  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KY0455  DYNAMIC HT  -         286.377 (meters)     939.56  (feet)  COMP
 KY0455  MODELED GRAV-     980,059.5   (mgal)                       NAVD 88
 KY0455
 KY0455  VERT ORDER  -  SECOND    CLASS 0
 KY0455
 KY0455.The horizontal coordinates were scaled from a topographic map and have
 KY0455.an estimated accuracy of +/- 6 seconds.
 KY0455
 KY0455.The orthometric height was determined by differential leveling
 KY0455.and adjusted by the National Geodetic Survey in June 1991..
 KY0455
 KY0455.The geoid height was determined by GEOID03.
 KY0455
 KY0455.The dynamic height is computed by dividing the NAVD 88
 KY0455.geopotential number by the normal gravity value computed on the
 KY0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0455.degrees latitude (g = 980.6199 gals.).
 KY0455
 KY0455.The modeled gravity was interpolated from observed gravity values.
 KY0455
 KY0455;                    North         East    Units  Estimated Accuracy
 KY0455;SPC PA S     -   106,950.      371,530.      MT  (+/- 180 meters Scaled)
 KY0455
 KY0455                          SUPERSEDED SURVEY CONTROL
 KY0455
 KY0455  NGVD 29 (??/??/92)  286.692  (m)          940.59   (f) ADJ UNCH    2 0
 KY0455
 KY0455.Superseded values are not recommended for survey control.
 KY0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0455.See file dsdata.txt to determine how the superseded data were derived.
 KY0455
 KY0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE479573(NAD 83)
 KY0455_MARKER: DB = BENCH MARK DISK
 KY0455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0455_SP_SET: CULVERT
 KY0455_STAMPING: H 112 1957
 KY0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0455
 KY0455  HISTORY     - Date     Condition        Report By
 KY0455  HISTORY     - 1957     MONUMENTED       CGS
 KY0455
 KY0455                          STATION DESCRIPTION
 KY0455
 KY0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0455'1.4 MI E FROM AVELLA.
 KY0455'ABOUT 1.45 MILES EAST ALONG STATE HIGHWAY 28 FROM THE LINCOLN
 KY0455'NATIONAL BANK BUILDING AT AVELLA, IN THE TOP OF THE EAST END
 KY0455'OF NORTH CONCRETE HEAD WALL OF A 50-INCH PIPE CULVERT WITH
 KY0455'WINGWALLS UNDER HIGHWAY, 17 FEET NORTH OF CENTER LINE OF HIGHWAY
 KY0455'AND ABOUT 2 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0529 ***********************************************************************
 KY0529  DESIGNATION -  H 113
 KY0529  PID         -  KY0529
 KY0529  STATE/COUNTY-  PA/WASHINGTON
 KY0529  USGS QUAD   -  WEST MIDDLETOWN (1977)
 KY0529
 KY0529                         *CURRENT SURVEY CONTROL
 KY0529  ___________________________________________________________________
 KY0529* NAD 83(1986)-  40 11 41.     (N)    080 27 06.     (W)     SCALED    
 KY0529* NAVD 88     -       273.186  (meters)     896.28   (feet)  ADJUSTED  
 KY0529  ___________________________________________________________________
 KY0529  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KY0529  DYNAMIC HT  -         273.031 (meters)     895.77  (feet)  COMP
 KY0529  MODELED GRAV-     980,052.3   (mgal)                       NAVD 88
 KY0529
 KY0529  VERT ORDER  -  SECOND    CLASS 0
 KY0529
 KY0529.The horizontal coordinates were scaled from a topographic map and have
 KY0529.an estimated accuracy of +/- 6 seconds.
 KY0529
 KY0529.The orthometric height was determined by differential leveling
 KY0529.and adjusted by the National Geodetic Survey in June 1991..
 KY0529
 KY0529.The geoid height was determined by GEOID03.
 KY0529
 KY0529.The dynamic height is computed by dividing the NAVD 88
 KY0529.geopotential number by the normal gravity value computed on the
 KY0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0529.degrees latitude (g = 980.6199 gals.).
 KY0529
 KY0529.The modeled gravity was interpolated from observed gravity values.
 KY0529
 KY0529;                    North         East    Units  Estimated Accuracy
 KY0529;SPC PA S     -    99,160.      369,990.      MT  (+/- 180 meters Scaled)
 KY0529
 KY0529                          SUPERSEDED SURVEY CONTROL
 KY0529
 KY0529  NGVD 29 (??/??/92)  273.337  (m)          896.77   (f) ADJ UNCH    2 0
 KY0529
 KY0529.Superseded values are not recommended for survey control.
 KY0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0529.See file dsdata.txt to determine how the superseded data were derived.
 KY0529
 KY0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE466495(NAD 83)
 KY0529_MARKER: DB = BENCH MARK DISK
 KY0529_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0529_SP_SET: ABUTMENT
 KY0529_STAMPING: H 113 1957
 KY0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0529
 KY0529  HISTORY     - Date     Condition        Report By
 KY0529  HISTORY     - 1957     MONUMENTED       CGS
 KY0529
 KY0529                          STATION DESCRIPTION
 KY0529
 KY0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0529'0.2 MI W FROM ACHESON.
 KY0529'ABOUT 0.25 MILE WEST ALONG STATE HIGHWAY 331 FROM THE JUNCTION
 KY0529'OF STATE HIGHWAY 231 LEADING SOUTH AT ACHESON, ABOUT 95 YARDS
 KY0529'WEST-SOUTHWEST OF CENTER OF JUNCTION OF HIGHWAY 231 LEADING
 KY0529'NORTH, 19 1/2 FEET NORTHWEST OF CENTER LINE OF HIGHWAY 331, IN
 KY0529'THE TOP OF NORTH END OF A LOW CONCRETE RETAINING WALL WHICH IS
 KY0529'PART OF THE WEST ABUTMENT OF HIGHWAY BRIDGE OVER A CREEK BRANCH
 KY0529'AND ABOUT 5 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0573 ***********************************************************************
 KY0573  DESIGNATION -  H 114
 KY0573  PID         -  KY0573
 KY0573  STATE/COUNTY-  PA/WASHINGTON
 KY0573  USGS QUAD   -  CLAYSVILLE (1977)
 KY0573
 KY0573                         *CURRENT SURVEY CONTROL
 KY0573  ___________________________________________________________________
 KY0573* NAD 83(1986)-  40 06 51.     (N)    080 24 50.     (W)     SCALED    
 KY0573* NAVD 88     -       334.764  (meters)    1098.30   (feet)  ADJUSTED  
 KY0573  ___________________________________________________________________
 KY0573  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 KY0573  DYNAMIC HT  -         334.573 (meters)    1097.68  (feet)  COMP
 KY0573  MODELED GRAV-     980,046.6   (mgal)                       NAVD 88
 KY0573
 KY0573  VERT ORDER  -  SECOND    CLASS 0
 KY0573
 KY0573.The horizontal coordinates were scaled from a topographic map and have
 KY0573.an estimated accuracy of +/- 6 seconds.
 KY0573
 KY0573.The orthometric height was determined by differential leveling
 KY0573.and adjusted by the National Geodetic Survey in June 1991..
 KY0573
 KY0573.The geoid height was determined by GEOID03.
 KY0573
 KY0573.The dynamic height is computed by dividing the NAVD 88
 KY0573.geopotential number by the normal gravity value computed on the
 KY0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0573.degrees latitude (g = 980.6199 gals.).
 KY0573
 KY0573.The modeled gravity was interpolated from observed gravity values.
 KY0573
 KY0573;                    North         East    Units  Estimated Accuracy
 KY0573;SPC PA S     -    90,120.      372,940.      MT  (+/- 180 meters Scaled)
 KY0573
 KY0573                          SUPERSEDED SURVEY CONTROL
 KY0573
 KY0573  NGVD 29 (??/??/92)  334.904  (m)         1098.76   (f) ADJ UNCH    2 0
 KY0573
 KY0573.Superseded values are not recommended for survey control.
 KY0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0573.See file dsdata.txt to determine how the superseded data were derived.
 KY0573
 KY0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE499405(NAD 83)
 KY0573_MARKER: DB = BENCH MARK DISK
 KY0573_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0573_SP_SET: CULVERT
 KY0573_STAMPING: H 114 1957
 KY0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0573
 KY0573  HISTORY     - Date     Condition        Report By
 KY0573  HISTORY     - 1957     MONUMENTED       CGS
 KY0573  HISTORY     - 1957     GOOD             NGS
 KY0573
 KY0573                          STATION DESCRIPTION
 KY0573
 KY0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0573'AT CLAYSVILLE.
 KY0573'AT CLAYSVILLE, ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 231
 KY0573'FROM THE CROSSING OF THE BALTIMORE AND OHIO RAILROAD AT
 KY0573'CLAYSVILLE, 46 YARDS NORTHWEST OF JUNCTION OF A BLACK TOP ROAD
 KY0573'LEADING SOUTHWEST, IN THE TOP OF THE NORTHWEST END OF SOUTHWEST
 KY0573'HEAD WALL OF A 15-FOOT CONCRETE CULVERT OVER A CREEK, 18 FEET
 KY0573'SOUTHWEST OF CENTER LINE OF HIGHWAY AND 1/3 FOOT BELOW LEVEL OF
 KY0573'HIGHWAY.
 KY0573
 KY0573                          STATION RECOVERY (1957)
 KY0573
 KY0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 KY0573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0441 ***********************************************************************
 KY0441  DESIGNATION -  H 115
 KY0441  PID         -  KY0441
 KY0441  STATE/COUNTY-  PA/WASHINGTON
 KY0441  USGS QUAD   -  WASHINGTON WEST (1969)
 KY0441
 KY0441                         *CURRENT SURVEY CONTROL
 KY0441  ___________________________________________________________________
 KY0441* NAD 83(1986)-  40 09 34.     (N)    080 17 32.     (W)     SCALED    
 KY0441* NAVD 88     -       341.972  (meters)    1121.95   (feet)  ADJUSTED  
 KY0441  ___________________________________________________________________
 KY0441  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 KY0441  DYNAMIC HT  -         341.777 (meters)    1121.31  (feet)  COMP
 KY0441  MODELED GRAV-     980,046.0   (mgal)                       NAVD 88
 KY0441
 KY0441  VERT ORDER  -  SECOND    CLASS 0
 KY0441
 KY0441.The horizontal coordinates were scaled from a topographic map and have
 KY0441.an estimated accuracy of +/- 6 seconds.
 KY0441
 KY0441.The orthometric height was determined by differential leveling
 KY0441.and adjusted by the National Geodetic Survey in June 1991..
 KY0441
 KY0441.The geoid height was determined by GEOID03.
 KY0441
 KY0441.The dynamic height is computed by dividing the NAVD 88
 KY0441.geopotential number by the normal gravity value computed on the
 KY0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0441.degrees latitude (g = 980.6199 gals.).
 KY0441
 KY0441.The modeled gravity was interpolated from observed gravity values.
 KY0441
 KY0441;                    North         East    Units  Estimated Accuracy
 KY0441;SPC PA S     -    94,840.      383,450.      MT  (+/- 180 meters Scaled)
 KY0441
 KY0441                          SUPERSEDED SURVEY CONTROL
 KY0441
 KY0441  NGVD 29 (??/??/92)  342.104  (m)         1122.39   (f) ADJ UNCH    2 0
 KY0441
 KY0441.Superseded values are not recommended for survey control.
 KY0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0441.See file dsdata.txt to determine how the superseded data were derived.
 KY0441
 KY0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE602456(NAD 83)
 KY0441_MARKER: DB = BENCH MARK DISK
 KY0441_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0441_SP_SET: PIER
 KY0441_STAMPING: H 115 1935
 KY0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0441
 KY0441  HISTORY     - Date     Condition        Report By
 KY0441  HISTORY     - 1935     MONUMENTED       CGS
 KY0441  HISTORY     - 1952     GOOD             NGS
 KY0441
 KY0441                          STATION DESCRIPTION
 KY0441
 KY0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KY0441'2.9 MI SW FROM WASHINGTON.
 KY0441'2.9 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KY0441'THE STATION AT WASHINGTON, AT BRIDGE 158, IN THE TOP OF THE
 KY0441'SOUTHEAST CORNER OF THE EAST CONCRETE PIER, AND 8 FEET SOUTH OF
 KY0441'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED H 115
 KY0441'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0337 ***********************************************************************
 KY0337  DESIGNATION -  H 116
 KY0337  PID         -  KY0337
 KY0337  STATE/COUNTY-  PA/WASHINGTON
 KY0337  USGS QUAD   -  PROSPERITY (1977)
 KY0337
 KY0337                         *CURRENT SURVEY CONTROL
 KY0337  ___________________________________________________________________
 KY0337* NAD 83(1986)-  40 00 51.     (N)    080 14 59.     (W)     SCALED    
 KY0337* NAVD 88     -       321.000  (meters)    1053.15   (feet)  ADJUSTED  
 KY0337  ___________________________________________________________________
 KY0337  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 KY0337  DYNAMIC HT  -         320.819 (meters)    1052.55  (feet)  COMP
 KY0337  MODELED GRAV-     980,053.7   (mgal)                       NAVD 88
 KY0337
 KY0337  VERT ORDER  -  SECOND    CLASS 0
 KY0337
 KY0337.The horizontal coordinates were scaled from a topographic map and have
 KY0337.an estimated accuracy of +/- 6 seconds.
 KY0337
 KY0337.The orthometric height was determined by differential leveling
 KY0337.and adjusted by the National Geodetic Survey in June 1991..
 KY0337
 KY0337.The geoid height was determined by GEOID03.
 KY0337
 KY0337.The dynamic height is computed by dividing the NAVD 88
 KY0337.geopotential number by the normal gravity value computed on the
 KY0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0337.degrees latitude (g = 980.6199 gals.).
 KY0337
 KY0337.The modeled gravity was interpolated from observed gravity values.
 KY0337
 KY0337;                    North         East    Units  Estimated Accuracy
 KY0337;SPC PA S     -    78,620.      386,610.      MT  (+/- 180 meters Scaled)
 KY0337
 KY0337                          SUPERSEDED SURVEY CONTROL
 KY0337
 KY0337  NGVD 29 (??/??/92)  321.138  (m)         1053.60   (f) ADJ UNCH    2 0
 KY0337
 KY0337.Superseded values are not recommended for survey control.
 KY0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0337.See file dsdata.txt to determine how the superseded data were derived.
 KY0337
 KY0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE640295(NAD 83)
 KY0337_MARKER: DB = BENCH MARK DISK
 KY0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0337_STAMPING: H 116 1935
 KY0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0337+STABILITY: SURFACE MOTION
 KY0337
 KY0337  HISTORY     - Date     Condition        Report By
 KY0337  HISTORY     - 1935     MONUMENTED       CGS
 KY0337  HISTORY     - 1936     GOOD             NGS
 KY0337
 KY0337                          STATION DESCRIPTION
 KY0337
 KY0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 KY0337'AT DUNN.
 KY0337'AT DUNN, ON THE WAYNESBURG AND WASHINGTON RAILROAD, 34 FEET
 KY0337'SOUTHEAST OF THE STATION, 7 FEET SOUTHWEST OF THE SOUTHWEST
 KY0337'CORNER OF THE GENERAL STORE, 11.4 FEET EAST OF THE CENTERLINE OF
 KY0337'THE TRACK, AND IN THE NORTHWEST CORNER OF A LAWN.  A STANDARD
 KY0337'DISK, STAMPED H 116 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1165 ***********************************************************************
 KX1165  DESIGNATION -  H 117 RESET
 KX1165  PID         -  KX1165
 KX1165  STATE/COUNTY-  PA/SOMERSET
 KX1165  USGS QUAD   -  SOMERSET (1973)
 KX1165
 KX1165                         *CURRENT SURVEY CONTROL
 KX1165  ___________________________________________________________________
 KX1165* NAD 83(1986)-  40 00 39.     (N)    079 06 52.     (W)     SCALED    
 KX1165* NAVD 88     -       624.43   (+/-2cm)    2048.7    (feet)  VERTCON   
 KX1165  ___________________________________________________________________
 KX1165  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 KX1165
 KX1165  VERT ORDER  -  THIRD (See Below)
 KX1165
 KX1165.The horizontal coordinates were scaled from a topographic map and have
 KX1165.an estimated accuracy of +/- 6 seconds.
 KX1165
 KX1165.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX1165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX1165.The vertical order pertains to the NGVD 29 superseded value.
 KX1165
 KX1165.The geoid height was determined by GEOID03.
 KX1165
 KX1165;                    North         East    Units  Estimated Accuracy
 KX1165;SPC PA S     -    76,130.      483,510.      MT  (+/- 180 meters Scaled)
 KX1165
 KX1165                          SUPERSEDED SURVEY CONTROL
 KX1165
 KX1165  NGVD 29 (02/24/03)  624.55   (m)         2049.0    (f) RESET       3  
 KX1165
 KX1165.Superseded values are not recommended for survey control.
 KX1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1165.See file dsdata.txt to determine how the superseded data were derived.
 KX1165
 KX1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE609306(NAD 83)
 KX1165_MARKER: DB = BENCH MARK DISK
 KX1165_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1165_SP_SET: CONC BACK WALL
 KX1165_STAMPING: H 117 RESET 1962
 KX1165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1165
 KX1165  HISTORY     - Date     Condition        Report By
 KX1165  HISTORY     - 1962     MONUMENTED       PADT
 KX1165  HISTORY     - 1971     GOOD             NGS
 KX1165
 KX1165                          STATION DESCRIPTION
 KX1165
 KX1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 KX1165'2 MI W FROM SOMERSET.
 KX1165'2 MILES WEST ALONG STATE HIGHWAY 31 FROM THE PUBLIC SQUARE AT
 KX1165'SOMERSET, SET ON TOP OF A CONCRETE BACK WALL, 21 FEET RIGHT OF
 KX1165'HIGHWAY STATION 528 + 46 AND 21 FEET SOUTH OF THE CENTER LINE
 KX1165'OF STATE HIGHWAY 31.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JX0036 ***********************************************************************
 JX0036  DESIGNATION -  H 119
 JX0036  PID         -  JX0036
 JX0036  STATE/COUNTY-  PA/GREENE
 JX0036  USGS QUAD   -  OAK FOREST (1977)
 JX0036
 JX0036                         *CURRENT SURVEY CONTROL
 JX0036  ___________________________________________________________________
 JX0036* NAD 83(1986)-  39 49 59.     (N)    080 07 34.     (W)     SCALED    
 JX0036* NAVD 88     -       312.032  (meters)    1023.73   (feet)  ADJUSTED  
 JX0036  ___________________________________________________________________
 JX0036  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 JX0036  DYNAMIC HT  -         311.852 (meters)    1023.13  (feet)  COMP
 JX0036  MODELED GRAV-     980,040.9   (mgal)                       NAVD 88
 JX0036
 JX0036  VERT ORDER  -  SECOND    CLASS 0
 JX0036
 JX0036.The horizontal coordinates were scaled from a topographic map and have
 JX0036.an estimated accuracy of +/- 6 seconds.
 JX0036
 JX0036.The orthometric height was determined by differential leveling
 JX0036.and adjusted by the National Geodetic Survey in June 1991..
 JX0036
 JX0036.The geoid height was determined by GEOID03.
 JX0036
 JX0036.The dynamic height is computed by dividing the NAVD 88
 JX0036.geopotential number by the normal gravity value computed on the
 JX0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0036.degrees latitude (g = 980.6199 gals.).
 JX0036
 JX0036.The modeled gravity was interpolated from observed gravity values.
 JX0036
 JX0036;                    North         East    Units  Estimated Accuracy
 JX0036;SPC PA S     -    58,220.      396,620.      MT  (+/- 180 meters Scaled)
 JX0036
 JX0036                          SUPERSEDED SURVEY CONTROL
 JX0036
 JX0036  NGVD 29 (??/??/92)  312.166  (m)         1024.16   (f) ADJ UNCH    2 0
 JX0036
 JX0036.Superseded values are not recommended for survey control.
 JX0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0036.See file dsdata.txt to determine how the superseded data were derived.
 JX0036
 JX0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE747095(NAD 83)
 JX0036_MARKER: DD = SURVEY DISK
 JX0036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0036_SP_SET: BRIDGE
 JX0036_STAMPING: H 119 1935
 JX0036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0036
 JX0036  HISTORY     - Date     Condition        Report By
 JX0036  HISTORY     - 1935     MONUMENTED       PADH
 JX0036  HISTORY     - 1935     GOOD             NGS
 JX0036
 JX0036                          STATION DESCRIPTION
 JX0036
 JX0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JX0036'7.1 MI S FROM WAYNESBURG.
 JX0036'7.1 MILES SOUTH ALONG U.S. HIGHWAY 19 FROM THE COUNTY COURTHOUSE
 JX0036'AT WAYNESBURG, GREENE COUNTY, 0.3 MILE NORTHWEST OF THE PEOPLES
 JX0036'GAS COMPANY PUMPING STATION IN 1935, AT BRIDGE 514/48, AND IN
 JX0036'THE TOP OF THE SOUTHWEST WING WALL OF THE NORTHWEST ABUTMENT.
 JX0036'A PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD DISK, STAMPED
 JX0036'H 119 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1501 ***********************************************************************
 KV1501  DESIGNATION -  H 12
 KV1501  PID         -  KV1501
 KV1501  STATE/COUNTY-  PA/LEHIGH
 KV1501  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV1501
 KV1501                         *CURRENT SURVEY CONTROL
 KV1501  ___________________________________________________________________
 KV1501* NAD 83(1986)-  40 33 01.     (N)    075 29 23.     (W)     SCALED    
 KV1501* NAVD 88     -       119.603  (meters)     392.40   (feet)  ADJUSTED  
 KV1501  ___________________________________________________________________
 KV1501  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 KV1501  DYNAMIC HT  -         119.544 (meters)     392.20  (feet)  COMP
 KV1501  MODELED GRAV-     980,127.5   (mgal)                       NAVD 88
 KV1501
 KV1501  VERT ORDER  -  FIRST     CLASS II
 KV1501
 KV1501.The horizontal coordinates were scaled from a topographic map and have
 KV1501.an estimated accuracy of +/- 6 seconds.
 KV1501
 KV1501.The orthometric height was determined by differential leveling
 KV1501.and adjusted by the National Geodetic Survey in June 1991..
 KV1501
 KV1501.The geoid height was determined by GEOID03.
 KV1501
 KV1501.The dynamic height is computed by dividing the NAVD 88
 KV1501.geopotential number by the normal gravity value computed on the
 KV1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1501.degrees latitude (g = 980.6199 gals.).
 KV1501
 KV1501.The modeled gravity was interpolated from observed gravity values.
 KV1501
 KV1501;                    North         East    Units  Estimated Accuracy
 KV1501;SPC PA S     -   137,570.      791,430.      MT  (+/- 180 meters Scaled)
 KV1501
 KV1501                          SUPERSEDED SURVEY CONTROL
 KV1501
 KV1501  NGVD 29 (??/??/??)  119.810  (m)          393.08   (f) ADJUSTED    1 2
 KV1501
 KV1501.Superseded values are not recommended for survey control.
 KV1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1501.See file dsdata.txt to determine how the superseded data were derived.
 KV1501
 KV1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK585889(NAD 83)
 KV1501_MARKER: DB = BENCH MARK DISK
 KV1501_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1501_SP_SET: SEMAPHORE BASE
 KV1501_STAMPING: 393.077 H 12 1932
 KV1501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1501
 KV1501  HISTORY     - Date     Condition        Report By
 KV1501  HISTORY     - 1932     MONUMENTED       CGS
 KV1501  HISTORY     - 1942     GOOD             CGS
 KV1501  HISTORY     - 1979     MARK NOT FOUND   NGS
 KV1501  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KV1501
 KV1501                          STATION DESCRIPTION
 KV1501
 KV1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1501'0.6 MI N FROM EMAUS.
 KV1501'0.6 MILE NORTH ALONG THE READING CO. RAILROAD FROM EMAUS, LEHIGH
 KV1501'COUNTY, AT EMAUS JUNCTION, ABOUT 300 YARDS SOUTH OF A SIGNAL
 KV1501'TOWER, 6 RAILS NORTH OF A COUNTY-ROAD CROSSING, 25 FEET WEST OF
 KV1501'SEMAPHORE 48, 5.7 FEET WEST OF THE WEST RAIL, AND IN THE TOP OF
 KV1501'AN ABANDONED SEMAPHORE BASE.  A STANDARD DISK, STAMPED 393.077 H
 KV1501'12 1932.
 KV1501
 KV1501                          STATION RECOVERY (1942)
 KV1501
 KV1501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 KV1501'RECOVERED IN GOOD CONDITION.
 KV1501
 KV1501                          STATION RECOVERY (1979)
 KV1501
 KV1501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV1501'MARK NOT FOUND.
 KV1501
 KV1501                          STATION RECOVERY (2001)
 KV1501
 KV1501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV1501'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0899 ***********************************************************************
 JW0899  DESIGNATION -  H 120
 JW0899  PID         -  JW0899
 JW0899  STATE/COUNTY-  PA/FAYETTE
 JW0899  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW0899
 JW0899                         *CURRENT SURVEY CONTROL
 JW0899  ___________________________________________________________________
 JW0899* NAD 83(1986)-  39 43 51.     (N)    079 54 17.     (W)     SCALED    
 JW0899* NAVD 88     -       249.417  (meters)     818.30   (feet)  ADJUSTED  
 JW0899  ___________________________________________________________________
 JW0899  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JW0899  DYNAMIC HT  -         249.272 (meters)     817.82  (feet)  COMP
 JW0899  MODELED GRAV-     980,038.5   (mgal)                       NAVD 88
 JW0899
 JW0899  VERT ORDER  -  FIRST     CLASS II
 JW0899
 JW0899.The horizontal coordinates were scaled from a topographic map and have
 JW0899.an estimated accuracy of +/- 6 seconds.
 JW0899
 JW0899.The orthometric height was determined by differential leveling
 JW0899.and adjusted by the National Geodetic Survey in June 1991..
 JW0899
 JW0899.The geoid height was determined by GEOID03.
 JW0899
 JW0899.The dynamic height is computed by dividing the NAVD 88
 JW0899.geopotential number by the normal gravity value computed on the
 JW0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0899.degrees latitude (g = 980.6199 gals.).
 JW0899
 JW0899.The modeled gravity was interpolated from observed gravity values.
 JW0899
 JW0899;                    North         East    Units  Estimated Accuracy
 JW0899;SPC PA S     -    46,390.      415,290.      MT  (+/- 180 meters Scaled)
 JW0899
 JW0899                          SUPERSEDED SURVEY CONTROL
 JW0899
 JW0899  NGVD 29 (??/??/92)  249.527  (m)          818.66   (f) ADJ UNCH    1 2
 JW0899
 JW0899.Superseded values are not recommended for survey control.
 JW0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0899.See file dsdata.txt to determine how the superseded data were derived.
 JW0899
 JW0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND938984(NAD 83)
 JW0899_MARKER: DB = BENCH MARK DISK
 JW0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0899_SP_SET: CONCRETE POST
 JW0899_STAMPING: H 120 1935
 JW0899_MARK LOGO: CGS   
 JW0899_PROJECTION: FLUSH
 JW0899_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0899+STABILITY: SURFACE MOTION
 JW0899
 JW0899  HISTORY     - Date     Condition        Report By
 JW0899  HISTORY     - 1935     MONUMENTED       CGS
 JW0899  HISTORY     - 1983     GOOD             NGS
 JW0899  HISTORY     - 19890927 GOOD             HARTMN
 JW0899  HISTORY     - 20010217 GOOD             PADT
 JW0899
 JW0899                          STATION DESCRIPTION
 JW0899
 JW0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0899'0.6 MI S FROM POINT MARION.
 JW0899'0.6 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0899'STATION AT POINT MARION, 125 FEET SOUTHEAST OF THE OFFICE OF THE
 JW0899'L.J. HOUZE GLASS CO. IN 1935, 55 FEET SOUTHEAST OF THE CENTERLINE
 JW0899'OF THE TRACK, 25 FEET SOUTHWEST OF A HARD-SURFACED ROAD LEADING
 JW0899'TO THE OFFICE, AND AT A FENCE LINE.  A STANDARD DISK, STAMPED
 JW0899'H 120 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JW0899
 JW0899                          STATION RECOVERY (1983)
 JW0899
 JW0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0899'THE MARK IS ABOVE LEVEL WITH JEANNETTE STREET.
 JW0899'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN POINT
 JW0899'MARION, IN THE SOUTH ANGLE OF THE JUNCTION OF FOURTH AND JEANNETTE
 JW0899'STREETS, IN THE GRASSY DRIVEWAY (NOT BEING USED) TO A TWO-STORY FRAME
 JW0899'HOUSE, 8.23 METERS (27.0 FT) SOUTHWEST OF THE CENTER OF FOURTH STREET,
 JW0899'4.57 METERS (15.0 FT) SOUTHEAST OF THE CENTER OF JEANNETTE STREET,
 JW0899'16.79 METERS (55.1 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 JW0899'BALTIMORE AND OHIO RAILROAD, 5.12 METERS (16.8 FT) NORTH OF THE NORTH
 JW0899'CORNER OF A TWO-STORY HOUSE, 4.36 METERS (14.3 FT) SOUTHWEST OF A
 JW0899'UTILITY POLE WITH A STREET LAMP.
 JW0899
 JW0899                          STATION RECOVERY (1989)
 JW0899
 JW0899'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW0899'ON THE RIGHT BANK OF THE MONONGAHELA RIVER AT MILE 90.4, AT POINT
 JW0899'MARION, 0.6 MI (1.0 KM) SOUTHWEST ALONG THE BALTAIMORE AND OHIO
 JW0899'RAILROAD FROM THE POINT MARION STATION, AT THE INTERSECTION OF
 JW0899'JEANETTE STREET AND 5TH AVENUE, ABOUT 50 FT (15.2 MT) SOUTH OF THE
 JW0899'5TH AVENUE GRADE CROSSING, 8 FT (2.4 MT) SOUTHEAST OF THE SOUTHEAST
 JW0899'EDGE OF JEANETTE STREET, ABOUT 18 FT (5.5 MT) SOUTHWEST OF THE
 JW0899'SOUTHWEST EDGE OF 5TH AVENUE, 14 FT (4.3 MT) SOUTHWEST OF POWER POLE
 JW0899'NO. 54157.  A STANDARD USCGS DISK IN A CONCRETE POST, IN THE DRIVEWAY
 JW0899'INTO DWELLING NO. 201, SET LEVEL WITH THE RED DOG SURFACE OF THE
 JW0899'DRIVEWAY.
 JW0899
 JW0899                          STATION RECOVERY (2001)
 JW0899
 JW0899'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (EPW)
 JW0899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0919 ***********************************************************************
 JW0919  DESIGNATION -  H 121
 JW0919  PID         -  JW0919
 JW0919  STATE/COUNTY-  PA/FAYETTE
 JW0919  USGS QUAD   -  NEW SALEM (1977)
 JW0919
 JW0919                         *CURRENT SURVEY CONTROL
 JW0919  ___________________________________________________________________
 JW0919* NAD 83(1986)-  39 59 52.     (N)    079 47 10.     (W)     SCALED    
 JW0919* NAVD 88     -       266.19   (+/-2cm)     873.3    (feet)  VERTCON   
 JW0919  ___________________________________________________________________
 JW0919  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JW0919
 JW0919  VERT ORDER  -  ? (See Below)
 JW0919
 JW0919.The horizontal coordinates were scaled from a topographic map and have
 JW0919.an estimated accuracy of +/- 6 seconds.
 JW0919
 JW0919.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW0919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW0919.The vertical order pertains to the NGVD 29 superseded value.
 JW0919
 JW0919.The geoid height was determined by GEOID03.
 JW0919
 JW0919;                    North         East    Units  Estimated Accuracy
 JW0919;SPC PA S     -    75,780.      426,140.      MT  (+/- 180 meters Scaled)
 JW0919
 JW0919                          SUPERSEDED SURVEY CONTROL
 JW0919
 JW0919  NGVD 29 (??/??/92)  266.339  (m)          873.81   (f) ADJ UNCH    ?  
 JW0919
 JW0919.Superseded values are not recommended for survey control.
 JW0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0919.See file dsdata.txt to determine how the superseded data were derived.
 JW0919
 JW0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE036282(NAD 83)
 JW0919_MARKER: DB = BENCH MARK DISK
 JW0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0919_STAMPING: H 121 1935
 JW0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0919+STABILITY: SURFACE MOTION
 JW0919
 JW0919  HISTORY     - Date     Condition        Report By
 JW0919  HISTORY     - 1935     MONUMENTED       CGS
 JW0919  HISTORY     - 1941     GOOD             NGS
 JW0919  HISTORY     - 1983     MARK NOT FOUND   NGS
 JW0919
 JW0919                          STATION DESCRIPTION
 JW0919
 JW0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JW0919'AT SMOCK.
 JW0919'AT SMOCK, ON THE PENNSYLVANIA RAILROAD, 270 FEET SOUTH OF
 JW0919'MILEPOST 59, 235 FEET SOUTH OF A ROAD CROSSING, 48 FEET SOUTHEAST
 JW0919'OF THE CENTERLINE OF THE MAIN TRACK, 7 FEET NORTHWEST OF AN
 JW0919'UNIMPROVED ROAD PARALLELING THE TRACK, AND 1 FOOT SOUTHWEST OF
 JW0919'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED H 121
 JW0919'1935 AND SET IN THE TOP OF A CONCRETE POST.
 JW0919
 JW0919                          STATION RECOVERY (1983)
 JW0919
 JW0919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0919'NOT RECOVERED, BELIEVED DESTROYED AS UNIMPROVED ROAD IS NOW A PAVED
 JW0919'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0423 ***********************************************************************
 KX0423  DESIGNATION -  H 122
 KX0423  PID         -  KX0423
 KX0423  STATE/COUNTY-  PA/CAMBRIA
 KX0423  USGS QUAD   -  CRESSON (1984)
 KX0423
 KX0423                         *CURRENT SURVEY CONTROL
 KX0423  ___________________________________________________________________
 KX0423* NAD 83(1986)-  40 25 31.     (N)    078 37 17.     (W)     SCALED    
 KX0423* NAVD 88     -       579.909  (meters)    1902.58   (feet)  ADJUSTED  
 KX0423  ___________________________________________________________________
 KX0423  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KX0423  DYNAMIC HT  -         579.581 (meters)    1901.51  (feet)  COMP
 KX0423  MODELED GRAV-     980,041.8   (mgal)                       NAVD 88
 KX0423
 KX0423  VERT ORDER  -  FIRST     CLASS I
 KX0423
 KX0423.The horizontal coordinates were scaled from a topographic map and have
 KX0423.an estimated accuracy of +/- 6 seconds.
 KX0423
 KX0423.The orthometric height was determined by differential leveling
 KX0423.and adjusted by the National Geodetic Survey in June 1991..
 KX0423.WARNING-Repeat measurements at this control monument indicate possible
 KX0423.vertical movement.
 KX0423
 KX0423.The geoid height was determined by GEOID03.
 KX0423
 KX0423.The dynamic height is computed by dividing the NAVD 88
 KX0423.geopotential number by the normal gravity value computed on the
 KX0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0423.degrees latitude (g = 980.6199 gals.).
 KX0423
 KX0423.The modeled gravity was interpolated from observed gravity values.
 KX0423
 KX0423;                    North         East    Units  Estimated Accuracy
 KX0423;SPC PA S     -   121,610.      526,060.      MT  (+/- 180 meters Scaled)
 KX0423
 KX0423                          SUPERSEDED SURVEY CONTROL
 KX0423
 KX0423  NGVD 29 (??/??/92)  580.041  (m)         1903.02   (f) ADJ UNCH    1 1
 KX0423
 KX0423.Superseded values are not recommended for survey control.
 KX0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0423.See file dsdata.txt to determine how the superseded data were derived.
 KX0423
 KX0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE017776(NAD 83)
 KX0423_MARKER: DB = BENCH MARK DISK
 KX0423_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0423_SP_SET: BUILDING
 KX0423_STAMPING: H 122 1941
 KX0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KX0423+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2001
 KX0423
 KX0423  HISTORY     - Date     Condition        Report By
 KX0423  HISTORY     - 1941     MONUMENTED       CGS
 KX0423  HISTORY     - 1966     GOOD             NGS
 KX0423  HISTORY     - 20010905 GOOD             JCLS
 KX0423  HISTORY     - 20010909 GOOD             JCLS
 KX0423
 KX0423                          STATION DESCRIPTION
 KX0423
 KX0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0423'AT LILLY.
 KX0423'AT LILLY, ALONG THE PENNSYLVANIA RAILROAD, 0.1 MILE SOUTH ALONG
 KX0423'THE TRACK FROM A FOOTBRIDGE OVER THE TRACKS, THENCE 186 FEET
 KX0423'SOUTHEAST ALONG CLEVELAND STREET, SET VERTICALLY IN THE
 KX0423'NORTHEAST BRICK FACE OF THE BUILDING HOUSEING THE POST OFFICE,
 KX0423'7.2 FEET SOUTHWEST OF THE SOUTHWEST CURB OF CLEVELAND STREET,
 KX0423'1.0 FOOT SOUTHEAST OF THE NORTH CORNER OF THE BUILDING AND
 KX0423'3.9 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 KX0423
 KX0423                          STATION RECOVERY (2001)
 KX0423
 KX0423'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 KX0423'RECOVERED AS DESCRIBED.
 KX0423
 KX0423                          STATION RECOVERY (2001)
 KX0423
 KX0423'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 KX0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0491 ***********************************************************************
 KX0491  DESIGNATION -  H 123
 KX0491  PID         -  KX0491
 KX0491  STATE/COUNTY-  PA/CAMBRIA
 KX0491  USGS QUAD   -  JOHNSTOWN (1981)
 KX0491
 KX0491                         *CURRENT SURVEY CONTROL
 KX0491  ___________________________________________________________________
 KX0491* NAD 83(1986)-  40 21 17.     (N)    078 56 24.     (W)     SCALED    
 KX0491* NAVD 88     -       354.994  (meters)    1164.68   (feet)  ADJUSTED  
 KX0491  ___________________________________________________________________
 KX0491  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 KX0491  DYNAMIC HT  -         354.804 (meters)    1164.05  (feet)  COMP
 KX0491  MODELED GRAV-     980,081.9   (mgal)                       NAVD 88
 KX0491
 KX0491  VERT ORDER  -  FIRST     CLASS I
 KX0491
 KX0491.The horizontal coordinates were scaled from a topographic map and have
 KX0491.an estimated accuracy of +/- 6 seconds.
 KX0491
 KX0491.The orthometric height was determined by differential leveling
 KX0491.and adjusted by the National Geodetic Survey in June 1991..
 KX0491.WARNING-Repeat measurements at this control monument indicate possible
 KX0491.vertical movement.
 KX0491
 KX0491.The geoid height was determined by GEOID03.
 KX0491
 KX0491.The dynamic height is computed by dividing the NAVD 88
 KX0491.geopotential number by the normal gravity value computed on the
 KX0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0491.degrees latitude (g = 980.6199 gals.).
 KX0491
 KX0491.The modeled gravity was interpolated from observed gravity values.
 KX0491
 KX0491;                    North         East    Units  Estimated Accuracy
 KX0491;SPC PA S     -   114,090.      498,920.      MT  (+/- 180 meters Scaled)
 KX0491
 KX0491                          SUPERSEDED SURVEY CONTROL
 KX0491
 KX0491  NGVD 29 (??/??/92)  355.165  (m)         1165.24   (f) ADJ UNCH    1 1
 KX0491
 KX0491.Superseded values are not recommended for survey control.
 KX0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0491.See file dsdata.txt to determine how the superseded data were derived.
 KX0491
 KX0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE749691(NAD 83)
 KX0491_MARKER: DB = BENCH MARK DISK
 KX0491_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0491_SP_SET: TOWER FOUNDATION
 KX0491_STAMPING: H 123 1941
 KX0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0491
 KX0491  HISTORY     - Date     Condition        Report By
 KX0491  HISTORY     - 1941     MONUMENTED       CGS
 KX0491  HISTORY     - 1966     GOOD             NGS
 KX0491
 KX0491                          STATION DESCRIPTION
 KX0491
 KX0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0491'2.2 MI NW FROM JOHNSTOWN.
 KX0491'ABOUT 2.2 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX0491'THE STATION AT JOHNSTOWN, 0.15 MILE NORTH OF SIGNAL BRIDGE
 KX0491'NO. 277-2, SET ON THE TOP OF THE SOUTHWEST CORNER OF THE
 KX0491'CONCRETE FOUNDATION FOR CONTROL TOWER SG, NEAR THE BOTTOM STEP
 KX0491'LEADING TO TOWER, 23.5 FEET EAST OF THE EAST RAIL OF MAIN
 KX0491'TRACK, 5.5 FEET SOUTH OF THE SOUTHWEST CORNER OF THE TOWER AND
 KX0491'2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0993 ***********************************************************************
 KX0993  DESIGNATION -  H 124
 KX0993  PID         -  KX0993
 KX0993  STATE/COUNTY-  PA/WESTMORELAND
 KX0993  USGS QUAD   -  BOLIVAR (1993)
 KX0993
 KX0993                         *CURRENT SURVEY CONTROL
 KX0993  ___________________________________________________________________
 KX0993* NAD 83(1986)-  40 23 45.     (N)    079 14 25.     (W)     SCALED    
 KX0993* NAVD 88     -       346.792  (meters)    1137.77   (feet)  ADJUSTED  
 KX0993  ___________________________________________________________________
 KX0993  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KX0993  DYNAMIC HT  -         346.610 (meters)    1137.17  (feet)  COMP
 KX0993  MODELED GRAV-     980,090.4   (mgal)                       NAVD 88
 KX0993
 KX0993  VERT ORDER  -  FIRST     CLASS II
 KX0993
 KX0993.The horizontal coordinates were scaled from a topographic map and have
 KX0993.an estimated accuracy of +/- 6 seconds.
 KX0993
 KX0993.The orthometric height was determined by differential leveling
 KX0993.and adjusted by the National Geodetic Survey in June 1991..
 KX0993
 KX0993.The geoid height was determined by GEOID03.
 KX0993
 KX0993.The dynamic height is computed by dividing the NAVD 88
 KX0993.geopotential number by the normal gravity value computed on the
 KX0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0993.degrees latitude (g = 980.6199 gals.).
 KX0993
 KX0993.The modeled gravity was interpolated from observed gravity values.
 KX0993
 KX0993;                    North         East    Units  Estimated Accuracy
 KX0993;SPC PA S     -   119,040.      473,490.      MT  (+/- 180 meters Scaled)
 KX0993
 KX0993                          SUPERSEDED SURVEY CONTROL
 KX0993
 KX0993  NGVD 29 (??/??/92)  346.96   (m)         1138.3    (f) COMPUTED    1 2
 KX0993
 KX0993.Superseded values are not recommended for survey control.
 KX0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0993.See file dsdata.txt to determine how the superseded data were derived.
 KX0993
 KX0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE493731(NAD 83)
 KX0993_MARKER: DB = BENCH MARK DISK
 KX0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0993_STAMPING: H 124 1941
 KX0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0993+STABILITY: SURFACE MOTION
 KX0993
 KX0993  HISTORY     - Date     Condition        Report By
 KX0993  HISTORY     - 1941     MONUMENTED       CGS
 KX0993  HISTORY     - 1966     MARK NOT FOUND   NGS
 KX0993
 KX0993                          STATION DESCRIPTION
 KX0993
 KX0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0993'1.9 MI SW FROM TORRANCE.
 KX0993'1.9 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM TORRANCE,
 KX0993'WESTMORELAND COUNTY, 74.5 FEET EAST ACROSS THE TRACK FROM THE
 KX0993'NORTHEAST CORNER OF THE ABANDONED STATION AT GREY, 81 FEET
 KX0993'SOUTHWEST OF THE SOUTHWEST CORNER OF A GENERAL STORE, 75 FEET
 KX0993'SOUTHEAST OF THE CENTER OF A ROAD CROSSING, AND 16.8 FEET EAST
 KX0993'OF THE EAST RAIL.  A STANDARD DISK, STAMPED H 124 1941 AND SET
 KX0993'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1210 ***********************************************************************
 KX1210  DESIGNATION -  H 125
 KX1210  PID         -  KX1210
 KX1210  STATE/COUNTY-  PA/WESTMORELAND
 KX1210  USGS QUAD   -  GREENSBURG (1993)
 KX1210
 KX1210                         *CURRENT SURVEY CONTROL
 KX1210  ___________________________________________________________________
 KX1210* NAD 83(1986)-  40 19 29.     (N)    079 36 35.     (W)     SCALED    
 KX1210* NAVD 88     -       321.545  (meters)    1054.94   (feet)  ADJUSTED  
 KX1210  ___________________________________________________________________
 KX1210  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KX1210  DYNAMIC HT  -         321.373 (meters)    1054.37  (feet)  COMP
 KX1210  MODELED GRAV-     980,079.2   (mgal)                       NAVD 88
 KX1210
 KX1210  VERT ORDER  -  FIRST     CLASS I
 KX1210
 KX1210.The horizontal coordinates were scaled from a topographic map and have
 KX1210.an estimated accuracy of +/- 6 seconds.
 KX1210
 KX1210.The orthometric height was determined by differential leveling
 KX1210.and adjusted by the National Geodetic Survey in June 1991..
 KX1210
 KX1210.The geoid height was determined by GEOID03.
 KX1210
 KX1210.The dynamic height is computed by dividing the NAVD 88
 KX1210.geopotential number by the normal gravity value computed on the
 KX1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1210.degrees latitude (g = 980.6199 gals.).
 KX1210
 KX1210.The modeled gravity was interpolated from observed gravity values.
 KX1210
 KX1210;                    North         East    Units  Estimated Accuracy
 KX1210;SPC PA S     -   111,740.      441,960.      MT  (+/- 180 meters Scaled)
 KX1210
 KX1210                          SUPERSEDED SURVEY CONTROL
 KX1210
 KX1210  NGVD 29 (??/??/92)  321.706  (m)         1055.46   (f) ADJ UNCH    1 1
 KX1210
 KX1210.Superseded values are not recommended for survey control.
 KX1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1210.See file dsdata.txt to determine how the superseded data were derived.
 KX1210
 KX1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE181647(NAD 83)
 KX1210_MARKER: DB = BENCH MARK DISK
 KX1210_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1210_SP_SET: OVERPASS HEADWALL
 KX1210_STAMPING: H 125 1941
 KX1210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1210
 KX1210  HISTORY     - Date     Condition        Report By
 KX1210  HISTORY     - 1941     MONUMENTED       CGS
 KX1210  HISTORY     - 1966     GOOD             NGS
 KX1210  HISTORY     - 1987     GOOD             LOCSUR
 KX1210  HISTORY     - 20010709 POOR             PADT
 KX1210
 KX1210                          STATION DESCRIPTION
 KX1210
 KX1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX1210'0.3 MI SE FROM JEANNETTE.
 KX1210'ABOUT 0.3 MILE SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1210'STATION AT JEANNETTE, ABOUT 0.1 MILE WEST OF THE POST OFFICE AT
 KX1210'GRAPEVILLE, ABOUT 6 1/2 RAILS EAST OF MILEPOST NO. 326, SET IN
 KX1210'THE TOP OF THE EAST END OF THE NORTH HEADWALL TO A
 KX1210'CONCRETE RAILROAD OVERPASS OVER BROWN STREET, 6.6 FEET NORTH OF THE
 KX1210'NORTH RAIL OF THE NORTH ONE OF 4 TRACKS, 1 FOOT WEST OF THE EAST
 KX1210'END OF THE HEADWALL AND 2 FEET BELOW LEVEL OF TRACK.
 KX1210
 KX1210                          STATION RECOVERY (1987)
 KX1210
 KX1210'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (BW)
 KX1210'RECOVERED IN GOOD CONDITION.
 KX1210
 KX1210                          STATION RECOVERY (2001)
 KX1210
 KX1210'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DP)
 KX1210'ELEVATION DETERMINED BAD BY PENNDOT.  NEW PENNDOT ELEVATION IS 321.566
 KX1210'METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0452 ***********************************************************************
 JW0452  DESIGNATION -  H 126
 JW0452  PID         -  JW0452
 JW0452  STATE/COUNTY-  PA/SOMERSET
 JW0452  USGS QUAD   -  FAIRHOPE (1973)
 JW0452
 JW0452                         *CURRENT SURVEY CONTROL
 JW0452  ___________________________________________________________________
 JW0452* NAD 83(1986)-  39 49 13.     (N)    078 50 46.     (W)     SCALED    
 JW0452* NAVD 88     -       490.373  (meters)    1608.83   (feet)  ADJUSTED  
 JW0452  ___________________________________________________________________
 JW0452  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 JW0452  DYNAMIC HT  -         490.052 (meters)    1607.78  (feet)  COMP
 JW0452  MODELED GRAV-     979,957.8   (mgal)                       NAVD 88
 JW0452
 JW0452  VERT ORDER  -  FIRST     CLASS II
 JW0452
 JW0452.The horizontal coordinates were scaled from a topographic map and have
 JW0452.an estimated accuracy of +/- 6 seconds.
 JW0452
 JW0452.The orthometric height was determined by differential leveling
 JW0452.and adjusted by the National Geodetic Survey in June 1991..
 JW0452
 JW0452.The geoid height was determined by GEOID03.
 JW0452
 JW0452.The dynamic height is computed by dividing the NAVD 88
 JW0452.geopotential number by the normal gravity value computed on the
 JW0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0452.degrees latitude (g = 980.6199 gals.).
 JW0452
 JW0452.The modeled gravity was interpolated from observed gravity values.
 JW0452
 JW0452;                    North         East    Units  Estimated Accuracy
 JW0452;SPC PA S     -    54,650.      506,150.      MT  (+/- 180 meters Scaled)
 JW0452
 JW0452                          SUPERSEDED SURVEY CONTROL
 JW0452
 JW0452  NGVD 29 (??/??/92)  490.490  (m)         1609.22   (f) ADJ UNCH    1 2
 JW0452
 JW0452.Superseded values are not recommended for survey control.
 JW0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0452.See file dsdata.txt to determine how the superseded data were derived.
 JW0452
 JW0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE843100(NAD 83)
 JW0452_MARKER: DB = BENCH MARK DISK
 JW0452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0452_SP_SET: CULVERT
 JW0452_STAMPING: H 126 1941
 JW0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0452
 JW0452  HISTORY     - Date     Condition        Report By
 JW0452  HISTORY     - 1941     MONUMENTED       CGS
 JW0452  HISTORY     - 1967     MARK NOT FOUND   USGS
 JW0452
 JW0452                          STATION DESCRIPTION
 JW0452
 JW0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0452'AT GLENCOE.
 JW0452'AT GLENCOE, SOMERSET COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 JW0452'156 FEET EAST OF THE EAST END OF THE STATION, AT CONCRETE BOX
 JW0452'CULVERT 23, IN THE TOP OF THE NORTH HEADWALL, 4.8 FEET EAST OF
 JW0452'THE WEST END, AND 9 FEET NORTH OF THE NORTH RAIL OF THE WESTBOUND
 JW0452'TRACK.  A STANDARD DISK, STAMPED H 126 1941.
 JW0452
 JW0452                          STATION RECOVERY (1967)
 JW0452
 JW0452'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JW0452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0548 ***********************************************************************
 JW0548  DESIGNATION -  H 127
 JW0548  PID         -  JW0548
 JW0548  STATE/COUNTY-  PA/SOMERSET
 JW0548  USGS QUAD   -  ROCKWOOD (1981)
 JW0548
 JW0548                         *CURRENT SURVEY CONTROL
 JW0548  ___________________________________________________________________
 JW0548* NAD 83(1986)-  39 54 03.     (N)    079 11 31.     (W)     SCALED    
 JW0548* NAVD 88     -       540.726  (meters)    1774.03   (feet)  ADJUSTED  
 JW0548  ___________________________________________________________________
 JW0548  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JW0548  DYNAMIC HT  -         540.384 (meters)    1772.91  (feet)  COMP
 JW0548  MODELED GRAV-     979,977.4   (mgal)                       NAVD 88
 JW0548
 JW0548  VERT ORDER  -  FIRST     CLASS II
 JW0548
 JW0548.The horizontal coordinates were scaled from a topographic map and have
 JW0548.an estimated accuracy of +/- 6 seconds.
 JW0548
 JW0548.The orthometric height was determined by differential leveling
 JW0548.and adjusted by the National Geodetic Survey in June 1991..
 JW0548
 JW0548.The geoid height was determined by GEOID03.
 JW0548
 JW0548.The dynamic height is computed by dividing the NAVD 88
 JW0548.geopotential number by the normal gravity value computed on the
 JW0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0548.degrees latitude (g = 980.6199 gals.).
 JW0548
 JW0548.The modeled gravity was interpolated from observed gravity values.
 JW0548
 JW0548;                    North         East    Units  Estimated Accuracy
 JW0548;SPC PA S     -    64,020.      476,690.      MT  (+/- 180 meters Scaled)
 JW0548
 JW0548                          SUPERSEDED SURVEY CONTROL
 JW0548
 JW0548  NGVD 29 (??/??/92)  540.839  (m)         1774.40   (f) ADJ UNCH    1 2
 JW0548
 JW0548.Superseded values are not recommended for survey control.
 JW0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0548.See file dsdata.txt to determine how the superseded data were derived.
 JW0548
 JW0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE545183(NAD 83)
 JW0548_MARKER: DB = BENCH MARK DISK
 JW0548_SETTING: 80 = SET IN A BOULDER
 JW0548_SP_SET: BOULDER
 JW0548_STAMPING: H 127 1941
 JW0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0548+STABILITY: SURFACE MOTION
 JW0548
 JW0548  HISTORY     - Date     Condition        Report By
 JW0548  HISTORY     - 1941     MONUMENTED       CGS
 JW0548
 JW0548                          STATION DESCRIPTION
 JW0548
 JW0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0548'1.8 MI NE FROM CASSELMAN.
 JW0548'1.8 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0548'THE STATION AT CASSELMAN, SOMERSET COUNTY, AT THE EAST END OF A
 JW0548'LONG FILL, THE MIDDLE OF A LONG CURVE FROM WEST TO NORTH, 29.8
 JW0548'FEET NORTH OF THE NORTH RAIL OF THE WEST BOUND TRACK, 29 FEET
 JW0548'SOUTHWEST OF THE SECOND POLE NORTHEAST OF A SIGNAL TOWER BLOCK,
 JW0548'AND IN A LARGE BOULDER.  A STANDARD DISK, STAMPED H 127 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0593 ***********************************************************************
 JW0593  DESIGNATION -  H 128
 JW0593  PID         -  JW0593
 JW0593  STATE/COUNTY-  PA/FAYETTE
 JW0593  USGS QUAD   -  MILL RUN (1980)
 JW0593
 JW0593                         *CURRENT SURVEY CONTROL
 JW0593  ___________________________________________________________________
 JW0593* NAD 83(1986)-  39 55 25.     (N)    079 28 41.     (W)     SCALED    
 JW0593* NAVD 88     -       327.854  (meters)    1075.63   (feet)  ADJUSTED  
 JW0593  ___________________________________________________________________
 JW0593  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 JW0593  DYNAMIC HT  -         327.659 (meters)    1074.99  (feet)  COMP
 JW0593  MODELED GRAV-     980,024.1   (mgal)                       NAVD 88
 JW0593
 JW0593  VERT ORDER  -  FIRST     CLASS II
 JW0593
 JW0593.The horizontal coordinates were scaled from a topographic map and have
 JW0593.an estimated accuracy of +/- 6 seconds.
 JW0593
 JW0593.The orthometric height was determined by differential leveling
 JW0593.and adjusted by the National Geodetic Survey in June 1991..
 JW0593
 JW0593.The geoid height was determined by GEOID03.
 JW0593
 JW0593.The dynamic height is computed by dividing the NAVD 88
 JW0593.geopotential number by the normal gravity value computed on the
 JW0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0593.degrees latitude (g = 980.6199 gals.).
 JW0593
 JW0593.The modeled gravity was interpolated from observed gravity values.
 JW0593
 JW0593;                    North         East    Units  Estimated Accuracy
 JW0593;SPC PA S     -    66,990.      452,280.      MT  (+/- 180 meters Scaled)
 JW0593
 JW0593                          SUPERSEDED SURVEY CONTROL
 JW0593
 JW0593  NGVD 29 (??/??/92)  328.015  (m)         1076.16   (f) ADJ UNCH    1 2
 JW0593
 JW0593.Superseded values are not recommended for survey control.
 JW0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0593.See file dsdata.txt to determine how the superseded data were derived.
 JW0593
 JW0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE300203(NAD 83)
 JW0593_MARKER: DB = BENCH MARK DISK
 JW0593_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0593_SP_SET: WATER TANK
 JW0593_STAMPING: H 128 1941
 JW0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0593
 JW0593  HISTORY     - Date     Condition        Report By
 JW0593  HISTORY     - 1941     MONUMENTED       CGS
 JW0593
 JW0593                          STATION DESCRIPTION
 JW0593
 JW0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0593'5.2 MI NW FROM OHIOPYLE.
 JW0593'5.2 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0593'THE STATION AT OHIOPYLE, FAYETTE COUNTY, AT A WATER TANK, IN
 JW0593'THE SOUTH CORNER OF THE INSIDE CONCRETE BASE, 2.8 FEET SOUTH OF
 JW0593'THE SOUTH CORNER OF HOUSING AROUND THE PIPES, 4.4 FEET NORTHEAST
 JW0593'OF THE SOUTHEAST PILLAR ON THE SOUTHWEST SIDE, 4.4 FEET NORTHWEST
 JW0593'OF THE SOUTHWEST PILLAR ON THE SOUTHEAST SIDE, AND 13.2 FEET
 JW0593'NORTHEAST OF THE NORTHEAST RAIL OF THE WEST BOUND TRACK.  A
 JW0593'STANDARD DISK, STAMPED H 128 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1341 ***********************************************************************
 KX1341  DESIGNATION -  H 129
 KX1341  PID         -  KX1341
 KX1341  STATE/COUNTY-  PA/FAYETTE
 KX1341  USGS QUAD   -  DAWSON (1977)
 KX1341
 KX1341                         *CURRENT SURVEY CONTROL
 KX1341  ___________________________________________________________________
 KX1341* NAD 83(1986)-  40 03 20.     (N)    079 42 01.     (W)     SCALED    
 KX1341* NAVD 88     -       255.782  (meters)     839.18   (feet)  ADJUSTED  
 KX1341  ___________________________________________________________________
 KX1341  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KX1341  DYNAMIC HT  -         255.637 (meters)     838.70  (feet)  COMP
 KX1341  MODELED GRAV-     980,054.6   (mgal)                       NAVD 88
 KX1341
 KX1341  VERT ORDER  -  FIRST     CLASS II
 KX1341
 KX1341.The horizontal coordinates were scaled from a topographic map and have
 KX1341.an estimated accuracy of +/- 6 seconds.
 KX1341
 KX1341.The orthometric height was determined by differential leveling
 KX1341.and adjusted by the National Geodetic Survey in June 1991..
 KX1341
 KX1341.The geoid height was determined by GEOID03.
 KX1341
 KX1341.The dynamic height is computed by dividing the NAVD 88
 KX1341.geopotential number by the normal gravity value computed on the
 KX1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1341.degrees latitude (g = 980.6199 gals.).
 KX1341
 KX1341.The modeled gravity was interpolated from observed gravity values.
 KX1341
 KX1341;                    North         East    Units  Estimated Accuracy
 KX1341;SPC PA S     -    82,030.      433,610.      MT  (+/- 180 meters Scaled)
 KX1341
 KX1341                          SUPERSEDED SURVEY CONTROL
 KX1341
 KX1341  NGVD 29 (??/??/92)  255.963  (m)          839.77   (f) ADJ UNCH    1 2
 KX1341
 KX1341.Superseded values are not recommended for survey control.
 KX1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1341.See file dsdata.txt to determine how the superseded data were derived.
 KX1341
 KX1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE108347(NAD 83)
 KX1341_MARKER: DB = BENCH MARK DISK
 KX1341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1341_SP_SET: STONE PILLAR
 KX1341_STAMPING: H 129 1941
 KX1341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1341
 KX1341  HISTORY     - Date     Condition        Report By
 KX1341  HISTORY     - 1941     MONUMENTED       CGS
 KX1341
 KX1341                          STATION DESCRIPTION
 KX1341
 KX1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1341'8.7 MI NW FROM CONNELLSVILLE.
 KX1341'8.7 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KX1341'THE STATION AT CONNELLSVILLE, FAYETTE COUNTY, 4 RAILS SOUTH
 KX1341'OF MILEPOST 279, AT AN OVERHEAD BRIDGE, IN THE WEST FACE OF AN
 KX1341'OLD STONE PILLAR, 2.8 FEET NORTH OF THE SOUTHWEST CORNER,
 KX1341'24.5 FEET EAST OF THE EAST RAIL OF THE WEST BOUND TRACK, AND
 KX1341'2.8 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED H 129 1941
 KX1341'AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0033 ***********************************************************************
 KY0033  DESIGNATION -  H 131
 KY0033  PID         -  KY0033
 KY0033  STATE/COUNTY-  PA/BEAVER
 KY0033  USGS QUAD   -  BEAVER (1979)
 KY0033
 KY0033                         *CURRENT SURVEY CONTROL
 KY0033  ___________________________________________________________________
 KY0033* NAD 83(1986)-  40 40 18.     (N)    080 15 32.     (W)     SCALED    
 KY0033* NAVD 88     -       228.863  (meters)     750.86   (feet)  ADJUSTED  
 KY0033  ___________________________________________________________________
 KY0033  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 KY0033  DYNAMIC HT  -         228.746 (meters)     750.48  (feet)  COMP
 KY0033  MODELED GRAV-     980,108.7   (mgal)                       NAVD 88
 KY0033
 KY0033  VERT ORDER  -  FIRST     CLASS II
 KY0033
 KY0033.The horizontal coordinates were scaled from a topographic map and have
 KY0033.an estimated accuracy of +/- 6 seconds.
 KY0033
 KY0033.The orthometric height was determined by differential leveling
 KY0033.and adjusted by the National Geodetic Survey in June 1991..
 KY0033
 KY0033.The geoid height was determined by GEOID03.
 KY0033
 KY0033.The dynamic height is computed by dividing the NAVD 88
 KY0033.geopotential number by the normal gravity value computed on the
 KY0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0033.degrees latitude (g = 980.6199 gals.).
 KY0033
 KY0033.The modeled gravity was interpolated from observed gravity values.
 KY0033
 KY0033;                    North         East    Units  Estimated Accuracy
 KY0033;SPC PA S     -   151,620.      387,910.      MT  (+/- 180 meters Scaled)
 KY0033
 KY0033                          SUPERSEDED SURVEY CONTROL
 KY0033
 KY0033  NGVD 29 (??/??/92)  228.98   (m)          751.2    (f) COMPUTED    1 2
 KY0033
 KY0033.Superseded values are not recommended for survey control.
 KY0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0033.See file dsdata.txt to determine how the superseded data were derived.
 KY0033
 KY0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF626025(NAD 83)
 KY0033_MARKER: DB = BENCH MARK DISK
 KY0033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0033_SP_SET: BASE
 KY0033_STAMPING: H 131 1941
 KY0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0033
 KY0033  HISTORY     - Date     Condition        Report By
 KY0033  HISTORY     - 1941     MONUMENTED       CGS
 KY0033
 KY0033                          STATION DESCRIPTION
 KY0033
 KY0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KY0033'2.6 MI SE FROM ROCHESTER.
 KY0033'2.6 MILES SOUTHEAST ALONG THE P. AND L.E. RAILROAD FROM THE OHIO
 KY0033'RIVER BRIDGE, SET IN THE WEST CORNER OF THE NORTHEAST WATER
 KY0033'TOWER BASE, 11 1/2 RAILS SOUTHEAST OF MILE-POST NO. 23, 3 FEET
 KY0033'NORTHEAST OF THE NORTHEAST RAIL OF THE THIRD SET OF TRACKS, ABOUT
 KY0033'150 FEET NORTHEAST OF THE TWIN WATER TANKS.  A STANDARD DISK
 KY0033'STAMPED H 131 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0034 ***********************************************************************
 KY0034  DESIGNATION -  H 131 RESET
 KY0034  PID         -  KY0034
 KY0034  STATE/COUNTY-  PA/BEAVER
 KY0034  USGS QUAD   -  BEAVER (1979)
 KY0034
 KY0034                         *CURRENT SURVEY CONTROL
 KY0034  ___________________________________________________________________
 KY0034* NAD 83(1986)-  40 40 18.     (N)    080 15 32.     (W)     SCALED    
 KY0034* NAVD 88     -       229.792  (meters)     753.91   (feet)  ADJUSTED  
 KY0034  ___________________________________________________________________
 KY0034  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 KY0034  DYNAMIC HT  -         229.674 (meters)     753.52  (feet)  COMP
 KY0034  MODELED GRAV-     980,108.7   (mgal)                       NAVD 88
 KY0034
 KY0034  VERT ORDER  -  FIRST     CLASS I
 KY0034
 KY0034.The horizontal coordinates were scaled from a topographic map and have
 KY0034.an estimated accuracy of +/- 6 seconds.
 KY0034
 KY0034.The orthometric height was determined by differential leveling
 KY0034.and adjusted by the National Geodetic Survey in June 1991..
 KY0034
 KY0034.The geoid height was determined by GEOID03.
 KY0034
 KY0034.The dynamic height is computed by dividing the NAVD 88
 KY0034.geopotential number by the normal gravity value computed on the
 KY0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0034.degrees latitude (g = 980.6199 gals.).
 KY0034
 KY0034.The modeled gravity was interpolated from observed gravity values.
 KY0034
 KY0034;                    North         East    Units  Estimated Accuracy
 KY0034;SPC PA S     -   151,620.      387,910.      MT  (+/- 180 meters Scaled)
 KY0034
 KY0034                          SUPERSEDED SURVEY CONTROL
 KY0034
 KY0034  NGVD 29 (??/??/92)  229.914  (m)          754.31   (f) ADJ UNCH    1 1
 KY0034
 KY0034.Superseded values are not recommended for survey control.
 KY0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0034.See file dsdata.txt to determine how the superseded data were derived.
 KY0034
 KY0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF626025(NAD 83)
 KY0034_MARKER: DB = BENCH MARK DISK
 KY0034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0034_SP_SET: CULVERT
 KY0034_STAMPING: H 131 RESET 1957
 KY0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0034
 KY0034  HISTORY     - Date     Condition        Report By
 KY0034  HISTORY     - 1957     MONUMENTED       CGS
 KY0034  HISTORY     - 1966     GOOD             NGS
 KY0034
 KY0034                          STATION DESCRIPTION
 KY0034
 KY0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY0034'1.5 MI S FROM MONACA.
 KY0034'ABOUT 1.5 MILES SOUTH ALONG THE PITTSBURGH AND LAKE ERIE RAILROAD
 KY0034'FROM THE STATION AT MONACA, ABOUT 0.1 MILE SOUTH OF MILEPOST
 KY0034'NO. P 23, SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 KY0034'HEAD WALL TO A 6 IN PIPE CULVERT UNDER STATE HIGHWAY 51, 21 FEET
 KY0034'WEST OF THE WEST RAIL OF THE WEST ONE OF 4 TRACKS AND 2 FEET
 KY0034'ABOVE TRACKS.  NOTE-- THE HEAD WALL IS NOT CONSIDERED STABLE
 KY0034'ENOUGH FOR A BENCH MARK AS THIS IS NOT A BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1284 ***********************************************************************
 KX1284  DESIGNATION -  H 132
 KX1284  PID         -  KX1284
 KX1284  STATE/COUNTY-  PA/WASHINGTON
 KX1284  USGS QUAD   -  CALIFORNIA (1979)
 KX1284
 KX1284                         *CURRENT SURVEY CONTROL
 KX1284  ___________________________________________________________________
 KX1284* NAD 83(1986)-  40 04 06.     (N)    079 53 21.     (W)     SCALED    
 KX1284* NAVD 88     -       235.404  (meters)     772.32   (feet)  ADJUSTED  
 KX1284  ___________________________________________________________________
 KX1284  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KX1284  DYNAMIC HT  -         235.276 (meters)     771.90  (feet)  COMP
 KX1284  MODELED GRAV-     980,080.2   (mgal)                       NAVD 88
 KX1284
 KX1284  VERT ORDER  -  FIRST     CLASS II
 KX1284
 KX1284.The horizontal coordinates were scaled from a topographic map and have
 KX1284.an estimated accuracy of +/- 6 seconds.
 KX1284
 KX1284.The orthometric height was determined by differential leveling
 KX1284.and adjusted by the National Geodetic Survey in June 1991..
 KX1284
 KX1284.The geoid height was determined by GEOID03.
 KX1284
 KX1284.The dynamic height is computed by dividing the NAVD 88
 KX1284.geopotential number by the normal gravity value computed on the
 KX1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1284.degrees latitude (g = 980.6199 gals.).
 KX1284
 KX1284.The modeled gravity was interpolated from observed gravity values.
 KX1284
 KX1284;                    North         East    Units  Estimated Accuracy
 KX1284;SPC PA S     -    83,820.      417,530.      MT  (+/- 180 meters Scaled)
 KX1284
 KX1284                          SUPERSEDED SURVEY CONTROL
 KX1284
 KX1284  NGVD 29 (??/??/92)  235.593  (m)          772.94   (f) ADJ UNCH    1 2
 KX1284
 KX1284.Superseded values are not recommended for survey control.
 KX1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1284.See file dsdata.txt to determine how the superseded data were derived.
 KX1284
 KX1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE947359(NAD 83)
 KX1284_MARKER: DB = BENCH MARK DISK
 KX1284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1284_SP_SET: BUILDING
 KX1284_STAMPING: H 132 1941
 KX1284_MARK LOGO: CGS   
 KX1284_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX1284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1284
 KX1284  HISTORY     - Date     Condition        Report By
 KX1284  HISTORY     - 1941     MONUMENTED       CGS
 KX1284  HISTORY     - 1983     GOOD             NGS
 KX1284  HISTORY     - 19851101 GOOD             HARTMN
 KX1284
 KX1284                          STATION DESCRIPTION
 KX1284
 KX1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1284'AT CALIFORNIA.
 KX1284'AT CALIFORNIA, ON THE PENNSYLVANIA RAILROAD, IN THE NORTHEAST
 KX1284'WALL AT THE NORTH CORNER OF THE STATION, 8.8 FEET NORTHWEST
 KX1284'OF THE NORTHWEST EDGE OF THE NORTHWEST WAITING-ROOM DOOR,
 KX1284'AND 4.8 FEET ABOVE THE PLATFORM.  A STANDARD DISK, STAMPED
 KX1284'H 132 1941 AND SET VERTICALLY.
 KX1284
 KX1284                          STATION RECOVERY (1983)
 KX1284
 KX1284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1284'RECOVERED IN GOOD CONDITION, THE RAILROAD STATION IS NOW THE
 KX1284'CALIFORNIA PUBLIC LIBRARY.
 KX1284
 KX1284                          STATION RECOVERY (1985)
 KX1284
 KX1284'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1985
 KX1284'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 51.7, IN THE BOROUGH
 KX1284'OF CALIFORNIA, ON THE PENNSYLVANIA RAILROAD, ABOUT 50 FT (15.2 MT)
 KX1284'SOUTHEAST OF THE INTERSECTION OF WOOD STREET AND FIRST STREET, IN THE
 KX1284'NORTHEAST WALL AT THE NORTH CORNER OF THE LIBRARY (FORMER RAILROAD
 KX1284'STATION), ABOUT 8.8 FT (2.7 MT) NORTHWEST OF THE NORTHWEST EDGE OF
 KX1284'THE NORTHWEST DOOR, AND 4.8 FT (1.5 MT) ABOVE THE PLATFORM.  A
 KX1284'STANDARD USCGS DISK SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1308 ***********************************************************************
 KX1308  DESIGNATION -  H 133
 KX1308  PID         -  KX1308
 KX1308  STATE/COUNTY-  PA/ALLEGHENY
 KX1308  USGS QUAD   -  GLASSPORT (1988)
 KX1308
 KX1308                         *CURRENT SURVEY CONTROL
 KX1308  ___________________________________________________________________
 KX1308* NAD 83(1986)-  40 15 52.     (N)    079 54 20.     (W)     SCALED    
 KX1308* NAVD 88     -       230.397  (meters)     755.89   (feet)  ADJUSTED  
 KX1308  ___________________________________________________________________
 KX1308  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KX1308  DYNAMIC HT  -         230.276 (meters)     755.50  (feet)  COMP
 KX1308  MODELED GRAV-     980,094.3   (mgal)                       NAVD 88
 KX1308
 KX1308  VERT ORDER  -  FIRST     CLASS II
 KX1308
 KX1308.The horizontal coordinates were scaled from a topographic map and have
 KX1308.an estimated accuracy of +/- 6 seconds.
 KX1308
 KX1308.The orthometric height was determined by differential leveling
 KX1308.and adjusted by the National Geodetic Survey in June 1991..
 KX1308
 KX1308.The geoid height was determined by GEOID03.
 KX1308
 KX1308.The dynamic height is computed by dividing the NAVD 88
 KX1308.geopotential number by the normal gravity value computed on the
 KX1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1308.degrees latitude (g = 980.6199 gals.).
 KX1308
 KX1308.The modeled gravity was interpolated from observed gravity values.
 KX1308
 KX1308;                    North         East    Units  Estimated Accuracy
 KX1308;SPC PA S     -   105,620.      416,670.      MT  (+/- 180 meters Scaled)
 KX1308
 KX1308                          SUPERSEDED SURVEY CONTROL
 KX1308
 KX1308  NGVD 29 (??/??/92)  230.569  (m)          756.46   (f) ADJ UNCH    1 2
 KX1308
 KX1308.Superseded values are not recommended for survey control.
 KX1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1308.See file dsdata.txt to determine how the superseded data were derived.
 KX1308
 KX1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE930576(NAD 83)
 KX1308_MARKER: DB = BENCH MARK DISK
 KX1308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1308_SP_SET: LIGHT STRUCTURE
 KX1308_STAMPING: H 133 1941
 KX1308_MARK LOGO: CGS   
 KX1308_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX1308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1308_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KX1308+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2005
 KX1308
 KX1308  HISTORY     - Date     Condition        Report By
 KX1308  HISTORY     - 1941     MONUMENTED       CGS
 KX1308  HISTORY     - 1983     GOOD             NGS
 KX1308  HISTORY     - 19870602 GOOD             HARTMN
 KX1308  HISTORY     - 20050621 GOOD             JCLS
 KX1308
 KX1308                          STATION DESCRIPTION
 KX1308
 KX1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1308'2.6 MI S FROM CLAIRTON.
 KX1308'2.6 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX1308'AT CLAIRTON, 25 RAILS EAST OF MILEPOST 22, 12 RAILS EAST OF A
 KX1308'PRIVATE-ROAD CROSSING, 6.8 FEET SOUTH OF THE SOUTH RAIL OF THE
 KX1308'SOUTH MAIN TRACK, BETWEEN THE TRACK AND A SIDETRACK, AND IN THE
 KX1308'NORTHWEST CORNER OF THE BASE OF SIGNAL TOWER 218.  A STANDARD DISK,
 KX1308'STAMPED H 133 1941.
 KX1308
 KX1308                          STATION RECOVERY (1983)
 KX1308
 KX1308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1308'RECOVERED IN GOOD CONDITION.
 KX1308
 KX1308                          STATION RECOVERY (1987)
 KX1308
 KX1308'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1987
 KX1308'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 24.0, IN JEFFERSON
 KX1308'BOROUGH, 2.6 MI (4.2 KM) SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM
 KX1308'THE FORMER STATION AT CLAIRTON, 25 RAILS EAST OF MILEPOST 22, 12
 KX1308'RAILS EAST OF A PRIVATE ROAD CROSSING, 6.8 FT (2.1 MT) SOUTH OF THE
 KX1308'SOUTH RAIL OF THE SOUTH MAIN TRACK, BETWEEN THE TRACK AND A
 KX1308'SIDETRACK, A STANDARD USCGS DISK IN THE NORTHWEST CORNER OF THE
 KX1308'CONCRETE BASE OF SIGNAL TOWER 218 (271).
 KX1308
 KX1308                          STATION RECOVERY (2005)
 KX1308
 KX1308'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (FJO)
 KX1308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0899 ***********************************************************************
 KX0899  DESIGNATION -  H 134
 KX0899  PID         -  KX0899
 KX0899  STATE/COUNTY-  PA/ARMSTRONG
 KX0899  USGS QUAD   -  MOSGROVE (1993)
 KX0899
 KX0899                         *CURRENT SURVEY CONTROL
 KX0899  ___________________________________________________________________
 KX0899* NAD 83(1986)-  40 51 21.     (N)    079 29 45.     (W)     SCALED    
 KX0899* NAVD 88     -       246.030  (meters)     807.18   (feet)  ADJUSTED  
 KX0899  ___________________________________________________________________
 KX0899  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KX0899  DYNAMIC HT  -         245.909 (meters)     806.79  (feet)  COMP
 KX0899  MODELED GRAV-     980,127.0   (mgal)                       NAVD 88
 KX0899
 KX0899  VERT ORDER  -  FIRST     CLASS II
 KX0899
 KX0899.The horizontal coordinates were scaled from a topographic map and have
 KX0899.an estimated accuracy of +/- 6 seconds.
 KX0899
 KX0899.The orthometric height was determined by differential leveling
 KX0899.and adjusted by the National Geodetic Survey in June 1991..
 KX0899
 KX0899.The geoid height was determined by GEOID03.
 KX0899
 KX0899.The dynamic height is computed by dividing the NAVD 88
 KX0899.geopotential number by the normal gravity value computed on the
 KX0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0899.degrees latitude (g = 980.6199 gals.).
 KX0899
 KX0899.The modeled gravity was interpolated from observed gravity values.
 KX0899
 KX0899;                    North         East    Units  Estimated Accuracy
 KX0899;SPC PA S     -   170,510.      452,810.      MT  (+/- 180 meters Scaled)
 KX0899
 KX0899                          SUPERSEDED SURVEY CONTROL
 KX0899
 KX0899  NGVD 29 (??/??/92)  246.208  (m)          807.77   (f) ADJ UNCH    1 2
 KX0899
 KX0899.Superseded values are not recommended for survey control.
 KX0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0899.See file dsdata.txt to determine how the superseded data were derived.
 KX0899
 KX0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF267238(NAD 83)
 KX0899_MARKER: DB = BENCH MARK DISK
 KX0899_SETTING: 66 = SET IN ROCK OUTCROP
 KX0899_SP_SET: ROCK OUTCROP
 KX0899_STAMPING: H 134 1941
 KX0899_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX0899+STABILITY: POSITION/ELEVATION WELL
 KX0899
 KX0899  HISTORY     - Date     Condition        Report By
 KX0899  HISTORY     - 1941     MONUMENTED       CGS
 KX0899  HISTORY     - 20050901 MARK NOT FOUND   PADT
 KX0899
 KX0899                          STATION DESCRIPTION
 KX0899
 KX0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX0899'1.3 MI SW FROM MOSGROVE.
 KX0899'1.3 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0899'STATION AT MOSGROVE, ARMSTRONG COUNTY, 0.2 MILE UPSTREAM FROM
 KX0899'MILEPOST 48, DIRECTLY BELOW THE BLUFF FROM HIGHWAY CULVERT
 KX0899'NO. 194.62, 30 FEET DOWNSTREAM FROM A METAL DRAIN, AND IN A
 KX0899'NATIVE ROCK OUTCROP.  A STANDARD DISK, STAMPED H 134 1941.
 KX0899
 KX0899                          STATION RECOVERY (2005)
 KX0899
 KX0899'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 KX0899'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0103 ***********************************************************************
 ND0103  DESIGNATION -  H 135
 ND0103  PID         -  ND0103
 ND0103  STATE/COUNTY-  PA/ERIE
 ND0103  USGS QUAD   -  ERIE SOUTH (1996)
 ND0103
 ND0103                         *CURRENT SURVEY CONTROL
 ND0103  ___________________________________________________________________
 ND0103* NAD 83(1986)-  42 02 55.     (N)    080 01 03.     (W)     SCALED    
 ND0103* NAVD 88     -       359.301  (meters)    1178.81   (feet)  ADJUSTED  
 ND0103  ___________________________________________________________________
 ND0103  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 ND0103  DYNAMIC HT  -         359.162 (meters)    1178.35  (feet)  COMP
 ND0103  MODELED GRAV-     980,225.3   (mgal)                       NAVD 88
 ND0103
 ND0103  VERT ORDER  -  FIRST     CLASS II
 ND0103
 ND0103.The horizontal coordinates were scaled from a topographic map and have
 ND0103.an estimated accuracy of +/- 6 seconds.
 ND0103
 ND0103.The orthometric height was determined by differential leveling
 ND0103.and adjusted by the National Geodetic Survey in June 1991..
 ND0103
 ND0103.The geoid height was determined by GEOID03.
 ND0103
 ND0103.The dynamic height is computed by dividing the NAVD 88
 ND0103.geopotential number by the normal gravity value computed on the
 ND0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0103.degrees latitude (g = 980.6199 gals.).
 ND0103
 ND0103.The modeled gravity was interpolated from observed gravity values.
 ND0103
 ND0103;                    North         East    Units  Estimated Accuracy
 ND0103;SPC PA N     -   211,460.      412,300.      MT  (+/- 180 meters Scaled)
 ND0103
 ND0103                          SUPERSEDED SURVEY CONTROL
 ND0103
 ND0103  NGVD 29 (??/??/92)  359.467  (m)         1179.35   (f) ADJ UNCH    1 2
 ND0103
 ND0103.Superseded values are not recommended for survey control.
 ND0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0103.See file dsdata.txt to determine how the superseded data were derived.
 ND0103
 ND0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG813556(NAD 83)
 ND0103_MARKER: DB = BENCH MARK DISK
 ND0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ND0103_SP_SET: CULVERT
 ND0103_STAMPING: H 135 1941
 ND0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ND0103
 ND0103  HISTORY     - Date     Condition        Report By
 ND0103  HISTORY     - 1941     MONUMENTED       CGS
 ND0103  HISTORY     - 1961     GOOD             NGS
 ND0103
 ND0103                          STATION DESCRIPTION
 ND0103
 ND0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ND0103'7.5 MI N FROM WATERFORD.
 ND0103'7.5 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 ND0103'AT WATERFORD, ERIE COUNTY, 8 RAILS NORTH OF THE CROSSING OF A ROAD
 ND0103'LEADING WEST TO STATE HIGHWAY 97, 3 RAILS SOUTH OF MILEPOST 11, AT
 ND0103'A STONE CULVERT, IN THE TOP STEP AT THE WEST CORNER OF THE NORTH
 ND0103'ABUTMENT, 16 FEET WEST OF THE WEST RAIL, AND 6 FEET LOWER THAN THE
 ND0103'RAIL. A STANDARD DISK, STAMPED H 135 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1487 ***********************************************************************
 KX1487  DESIGNATION -  H 136
 KX1487  PID         -  KX1487
 KX1487  STATE/COUNTY-  PA/ALLEGHENY
 KX1487  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1487
 KX1487                         *CURRENT SURVEY CONTROL
 KX1487  ___________________________________________________________________
 KX1487* NAD 83(1986)-  40 27 25.     (N)    079 56 51.     (W)     SCALED    
 KX1487* NAVD 88     -       255.141  (meters)     837.08   (feet)  ADJUSTED  
 KX1487  ___________________________________________________________________
 KX1487  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KX1487  DYNAMIC HT  -         255.009 (meters)     836.64  (feet)  COMP
 KX1487  MODELED GRAV-     980,104.4   (mgal)                       NAVD 88
 KX1487
 KX1487  VERT ORDER  -  FIRST     CLASS II
 KX1487
 KX1487.The horizontal coordinates were scaled from a topographic map and have
 KX1487.an estimated accuracy of +/- 6 seconds.
 KX1487
 KX1487.The orthometric height was determined by differential leveling
 KX1487.and adjusted by the National Geodetic Survey in June 1991..
 KX1487
 KX1487.The geoid height was determined by GEOID03.
 KX1487
 KX1487.The dynamic height is computed by dividing the NAVD 88
 KX1487.geopotential number by the normal gravity value computed on the
 KX1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1487.degrees latitude (g = 980.6199 gals.).
 KX1487
 KX1487.The modeled gravity was interpolated from observed gravity values.
 KX1487
 KX1487;                    North         East    Units  Estimated Accuracy
 KX1487;SPC PA S     -   127,080.      413,630.      MT  (+/- 180 meters Scaled)
 KX1487
 KX1487                          SUPERSEDED SURVEY CONTROL
 KX1487
 KX1487  NGVD 29 (??/??/92)  255.303  (m)          837.61   (f) ADJ UNCH    1 2
 KX1487
 KX1487.Superseded values are not recommended for survey control.
 KX1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1487.See file dsdata.txt to determine how the superseded data were derived.
 KX1487
 KX1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE892790(NAD 83)
 KX1487_MARKER: DB = BENCH MARK DISK
 KX1487_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1487_SP_SET: BRIDGE FOUNDATION
 KX1487_STAMPING: H 136 1941
 KX1487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1487
 KX1487  HISTORY     - Date     Condition        Report By
 KX1487  HISTORY     - 1941     MONUMENTED       CGS
 KX1487
 KX1487                          STATION DESCRIPTION
 KX1487
 KX1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1487'AT PITTSBURGH.
 KX1487'AT PITTSBURGH, ALLEGHENY COUNTY, ON THE PENNSYLVANIA RAILROAD,
 KX1487'ABOUT 320 FEET EAST OF STATION DV, ABOUT 200 FEET WEST OF THE
 KX1487'FEDERATED SMELTER AND REFINING CO., IN THE FOUNDATION OF THE
 KX1487'MILLVALE AVENUE BRIDGE OVER THE TRACK, IN THE CENTER OF THE TOP
 KX1487'OF THE FOUNDATION OF THE SECOND PIER FROM THE NORTH, 22.5 FEET
 KX1487'NORTH OF THE NORTH RAIL, AND ABOUT 3 FEET HIGHER THAN THE TOP OF
 KX1487'THE RAIL.  A STANDARD DISK, STAMPED H 136 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1037 ***********************************************************************
 KX1037  DESIGNATION -  H 137
 KX1037  PID         -  KX1037
 KX1037  STATE/COUNTY-  PA/INDIANA
 KX1037  USGS QUAD   -  AVONMORE (1998)
 KX1037
 KX1037                         *CURRENT SURVEY CONTROL
 KX1037  ___________________________________________________________________
 KX1037* NAD 83(1986)-  40 30 12.     (N)    079 27 06.     (W)     SCALED    
 KX1037* NAVD 88     -       258.097  (meters)     846.77   (feet)  ADJUSTED  
 KX1037  ___________________________________________________________________
 KX1037  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KX1037  DYNAMIC HT  -         257.963 (meters)     846.33  (feet)  COMP
 KX1037  MODELED GRAV-     980,102.8   (mgal)                       NAVD 88
 KX1037
 KX1037  VERT ORDER  -  FIRST     CLASS II
 KX1037
 KX1037.The horizontal coordinates were scaled from a topographic map and have
 KX1037.an estimated accuracy of +/- 6 seconds.
 KX1037
 KX1037.The orthometric height was determined by differential leveling
 KX1037.and adjusted by the National Geodetic Survey in June 1991..
 KX1037
 KX1037.The geoid height was determined by GEOID03.
 KX1037
 KX1037.The dynamic height is computed by dividing the NAVD 88
 KX1037.geopotential number by the normal gravity value computed on the
 KX1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1037.degrees latitude (g = 980.6199 gals.).
 KX1037
 KX1037.The modeled gravity was interpolated from observed gravity values.
 KX1037
 KX1037;                    North         East    Units  Estimated Accuracy
 KX1037;SPC PA S     -   131,300.      455,780.      MT  (+/- 180 meters Scaled)
 KX1037
 KX1037                          SUPERSEDED SURVEY CONTROL
 KX1037
 KX1037  NGVD 29 (??/??/92)  258.277  (m)          847.36   (f) ADJ UNCH    1 2
 KX1037
 KX1037.Superseded values are not recommended for survey control.
 KX1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1037.See file dsdata.txt to determine how the superseded data were derived.
 KX1037
 KX1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE311847(NAD 83)
 KX1037_MARKER: DB = BENCH MARK DISK
 KX1037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1037_SP_SET: SIGNAL BASE
 KX1037_STAMPING: H 137 1941
 KX1037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1037
 KX1037  HISTORY     - Date     Condition        Report By
 KX1037  HISTORY     - 1941     MONUMENTED       CGS
 KX1037
 KX1037                          STATION DESCRIPTION
 KX1037
 KX1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1037'17 MI NW FROM TORRANCE.
 KX1037'IN INDIANA COUNTY, ABOUT 17 MILES NORTHWEST ALONG THE PENNSYLVANIA
 KX1037'RAILROAD FROM TORRANCE, WESTMORELAND COUNTY, ABOUT 1.4 MILES
 KX1037'WEST OF SALTSBURG, IN THE TOP OF AN ABANDONED SIGNAL BASE, ABOUT
 KX1037'200 FEET SOUTHEAST OF A TWO-STORY FARM HOUSE, ABOUT 150 FEET
 KX1037'UPSTREAM FROM THE CENTER LINE OF A FARM ROAD CROSSING, ABOUT 9
 KX1037'FEET LANDWARD OF THE LAND RAIL, AND 1.5 FEET LOWER THAN THE
 KX1037'TOP OF THE RAIL.  A STANDARD DISK, STAMPED H 137 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1230 ***********************************************************************
 MA1230  DESIGNATION -  H 138
 MA1230  PID         -  MA1230
 MA1230  STATE/COUNTY-  PA/VENANGO
 MA1230  USGS QUAD   -  EAU CLAIRE (1979)
 MA1230
 MA1230                         *CURRENT SURVEY CONTROL
 MA1230  ___________________________________________________________________
 MA1230* NAD 83(1986)-  41 14 51.     (N)    079 47 20.     (W)     SCALED    
 MA1230* NAVD 88     -       283.609  (meters)     930.47   (feet)  ADJUSTED  
 MA1230  ___________________________________________________________________
 MA1230  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 MA1230  DYNAMIC HT  -         283.477 (meters)     930.04  (feet)  COMP
 MA1230  MODELED GRAV-     980,153.1   (mgal)                       NAVD 88
 MA1230
 MA1230  VERT ORDER  -  FIRST     CLASS II
 MA1230
 MA1230.The horizontal coordinates were scaled from a topographic map and have
 MA1230.an estimated accuracy of +/- 6 seconds.
 MA1230
 MA1230.The orthometric height was determined by differential leveling
 MA1230.and adjusted by the National Geodetic Survey in June 1991..
 MA1230
 MA1230.The geoid height was determined by GEOID03.
 MA1230
 MA1230.The dynamic height is computed by dividing the NAVD 88
 MA1230.geopotential number by the normal gravity value computed on the
 MA1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1230.degrees latitude (g = 980.6199 gals.).
 MA1230
 MA1230.The modeled gravity was interpolated from observed gravity values.
 MA1230
 MA1230;                    North         East    Units  Estimated Accuracy
 MA1230;SPC PA N     -   122,040.      429,120.      MT  (+/- 180 meters Scaled)
 MA1230
 MA1230                          SUPERSEDED SURVEY CONTROL
 MA1230
 MA1230  NGVD 29 (??/??/92)  283.779  (m)          931.03   (f) ADJ UNCH    1 2
 MA1230
 MA1230.Superseded values are not recommended for survey control.
 MA1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1230.See file dsdata.txt to determine how the superseded data were derived.
 MA1230
 MA1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF014669(NAD 83)
 MA1230_MARKER: DB = BENCH MARK DISK
 MA1230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1230_SP_SET: SIGNAL BASE
 MA1230_STAMPING: H 139 1941
 MA1230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1230
 MA1230  HISTORY     - Date     Condition        Report By
 MA1230  HISTORY     - 1941     MONUMENTED       CGS
 MA1230
 MA1230                          STATION DESCRIPTION
 MA1230
 MA1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA1230'AT ST GEORGE.
 MA1230'ON THE PENNSYLVANIA RAILROAD, 56 FEET DOWNSTREAM FROM MILEPOST
 MA1230'102, 339 FEET DOWNSTREAM FROM SIGNAL TOWER ST, IN THE TOP OF THE
 MA1230'CONCRETE BASE OF A RAILROAD BOARD SIGNAL, 6.8 FEET LANDWARD OF
 MA1230'THE LAND RAIL, AND LEVEL WITH THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0796 ***********************************************************************
 MA0796  DESIGNATION -  H 139
 MA0796  PID         -  MA0796
 MA0796  STATE/COUNTY-  PA/WARREN
 MA0796  USGS QUAD   -  YOUNGSVILLE (1981)
 MA0796
 MA0796                         *CURRENT SURVEY CONTROL
 MA0796  ___________________________________________________________________
 MA0796* NAD 83(1986)-  41 45 17.     (N)    079 17 56.     (W)     SCALED    
 MA0796* NAVD 88     -       347.284  (meters)    1139.38   (feet)  ADJUSTED  
 MA0796  ___________________________________________________________________
 MA0796  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 MA0796  DYNAMIC HT  -         347.132 (meters)    1138.88  (feet)  COMP
 MA0796  MODELED GRAV-     980,175.7   (mgal)                       NAVD 88
 MA0796
 MA0796  VERT ORDER  -  FIRST     CLASS II
 MA0796
 MA0796.The horizontal coordinates were scaled from a topographic map and have
 MA0796.an estimated accuracy of +/- 6 seconds.
 MA0796
 MA0796.The orthometric height was determined by differential leveling
 MA0796.and adjusted by the National Geodetic Survey in June 1991..
 MA0796
 MA0796.The geoid height was determined by GEOID03.
 MA0796
 MA0796.The dynamic height is computed by dividing the NAVD 88
 MA0796.geopotential number by the normal gravity value computed on the
 MA0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0796.degrees latitude (g = 980.6199 gals.).
 MA0796
 MA0796.The modeled gravity was interpolated from observed gravity values.
 MA0796
 MA0796;                    North         East    Units  Estimated Accuracy
 MA0796;SPC PA N     -   177,510.      471,190.      MT  (+/- 180 meters Scaled)
 MA0796
 MA0796                          SUPERSEDED SURVEY CONTROL
 MA0796
 MA0796  NGVD 29 (??/??/92)  347.443  (m)         1139.90   (f) ADJ UNCH    1 2
 MA0796
 MA0796.Superseded values are not recommended for survey control.
 MA0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0796.See file dsdata.txt to determine how the superseded data were derived.
 MA0796
 MA0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG414239(NAD 83)
 MA0796_MARKER: DB = BENCH MARK DISK
 MA0796_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0796_SP_SET: SIGNAL BASE
 MA0796_STAMPING: H 139 1941
 MA0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0796
 MA0796  HISTORY     - Date     Condition        Report By
 MA0796  HISTORY     - 1941     MONUMENTED       CGS
 MA0796  HISTORY     - 1965     MARK NOT FOUND   NGS
 MA0796
 MA0796                          STATION DESCRIPTION
 MA0796
 MA0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA0796'6.1 MI S FROM IRVINETON.
 MA0796'ABOUT 6.1 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0796'IRVINETON, WARREN COUNTY, ABOUT 315 FEET SOUTH OF MILEPOST 44,
 MA0796'32 FEET WEST OF THE ALLEGHENY RIVER BANK, 15 FEET EAST OF A
 MA0796'FENCE LINE, 6.8 FEET WEST OF THE WEST RAIL, IN THE TOP OF AN
 MA0796'ABANDONED SIGNAL BASE, AND ABOUT LEVEL WITH THE TOP OF THE
 MA0796'RAIL.  A STANDARD DISK, STAMPED H 139 1941.
 MA0796
 MA0796                          STATION RECOVERY (1965)
 MA0796
 MA0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 MA0796'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1287 ***********************************************************************
 MA1287  DESIGNATION -  H 140
 MA1287  PID         -  MA1287
 MA1287  STATE/COUNTY-  PA/VENANGO
 MA1287  USGS QUAD   -  OIL CITY (1977)
 MA1287
 MA1287                         *CURRENT SURVEY CONTROL
 MA1287  ___________________________________________________________________
 MA1287* NAD 83(1986)-  41 26 02.     (N)    079 39 37.     (W)     SCALED    
 MA1287* NAVD 88     -       308.677  (meters)    1012.72   (feet)  ADJUSTED  
 MA1287  ___________________________________________________________________
 MA1287  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 MA1287  DYNAMIC HT  -         308.540 (meters)    1012.27  (feet)  COMP
 MA1287  MODELED GRAV-     980,171.7   (mgal)                       NAVD 88
 MA1287
 MA1287  VERT ORDER  -  FIRST     CLASS II
 MA1287
 MA1287.The horizontal coordinates were scaled from a topographic map and have
 MA1287.an estimated accuracy of +/- 6 seconds.
 MA1287
 MA1287.The orthometric height was determined by differential leveling
 MA1287.and adjusted by the National Geodetic Survey in June 1991..
 MA1287
 MA1287.The geoid height was determined by GEOID03.
 MA1287
 MA1287.The dynamic height is computed by dividing the NAVD 88
 MA1287.geopotential number by the normal gravity value computed on the
 MA1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1287.degrees latitude (g = 980.6199 gals.).
 MA1287
 MA1287.The modeled gravity was interpolated from observed gravity values.
 MA1287
 MA1287;                    North         East    Units  Estimated Accuracy
 MA1287;SPC PA N     -   142,490.      440,360.      MT  (+/- 180 meters Scaled)
 MA1287
 MA1287                          SUPERSEDED SURVEY CONTROL
 MA1287
 MA1287  NGVD 29 (??/??/92)  308.854  (m)         1013.30   (f) ADJ UNCH    1 2
 MA1287
 MA1287.Superseded values are not recommended for survey control.
 MA1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1287.See file dsdata.txt to determine how the superseded data were derived.
 MA1287
 MA1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF119877(NAD 83)
 MA1287_MARKER: DB = BENCH MARK DISK
 MA1287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1287_SP_SET: SIGNAL TOWER FOUNDATION
 MA1287_STAMPING: H 140 1941
 MA1287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1287
 MA1287  HISTORY     - Date     Condition        Report By
 MA1287  HISTORY     - 1941     MONUMENTED       CGS
 MA1287
 MA1287                          STATION DESCRIPTION
 MA1287
 MA1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA1287'3.7 MI E FROM OIL CITY.
 MA1287'ABOUT 3.7 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA1287'STATION AT OIL CITY, VENANGO COUNTY, AT THE ROCKMERE WATER TANK,
 MA1287'IN THE CONCRETE FOUNDATION OF A DISMANTLED SIGNAL TOWER, 15.8
 MA1287'FEET NORTHEAST OF POWER-TRANSMISSION LINE POLE 672, 2.9 FEET WEST
 MA1287'OF THE NORTHWEST CORNER OF THE NORTHWEST PIER OF THE WATER TANK,
 MA1287'AND ACROSS THE TRACKS FROM POLE 3+26.  A STANDARD DISK, STAMPED
 MA1287'H 140 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0937 ***********************************************************************
 KW0937  DESIGNATION -  H 141
 KW0937  PID         -  KW0937
 KW0937  STATE/COUNTY-  PA/DAUPHIN
 KW0937  USGS QUAD   -  HARRISBURG WEST (1987)
 KW0937
 KW0937                         *CURRENT SURVEY CONTROL
 KW0937  ___________________________________________________________________
 KW0937* NAD 83(1986)-  40 21 40.     (N)    076 55 32.     (W)     SCALED    
 KW0937* NAVD 88     -       105.781  (meters)     347.05   (feet)  ADJUSTED  
 KW0937  ___________________________________________________________________
 KW0937  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 KW0937  DYNAMIC HT  -         105.729 (meters)     346.88  (feet)  COMP
 KW0937  MODELED GRAV-     980,132.0   (mgal)                       NAVD 88
 KW0937
 KW0937  VERT ORDER  -  FIRST     CLASS II
 KW0937
 KW0937.The horizontal coordinates were scaled from a topographic map and have
 KW0937.an estimated accuracy of +/- 6 seconds.
 KW0937
 KW0937.The orthometric height was determined by differential leveling
 KW0937.and adjusted by the National Geodetic Survey in June 1991..
 KW0937
 KW0937.The geoid height was determined by GEOID03.
 KW0937
 KW0937.The dynamic height is computed by dividing the NAVD 88
 KW0937.geopotential number by the normal gravity value computed on the
 KW0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0937.degrees latitude (g = 980.6199 gals.).
 KW0937
 KW0937.The modeled gravity was interpolated from observed gravity values.
 KW0937
 KW0937;                    North         East    Units  Estimated Accuracy
 KW0937;SPC PA S     -   114,450.      670,030.      MT  (+/- 180 meters Scaled)
 KW0937
 KW0937                          SUPERSEDED SURVEY CONTROL
 KW0937
 KW0937  NGVD 29 (??/??/??)  106.003  (m)          347.78   (f) ADJUSTED    1 2
 KW0937
 KW0937.Superseded values are not recommended for survey control.
 KW0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0937.See file dsdata.txt to determine how the superseded data were derived.
 KW0937
 KW0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK364696(NAD 83)
 KW0937_MARKER: DB = BENCH MARK DISK
 KW0937_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0937_SP_SET: WALL
 KW0937_STAMPING: H 141 1941
 KW0937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0937
 KW0937  HISTORY     - Date     Condition        Report By
 KW0937  HISTORY     - 1941     MONUMENTED       CGS
 KW0937  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW0937
 KW0937                          STATION DESCRIPTION
 KW0937
 KW0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW0937'0.2 MI S FROM DAUPHIN.
 KW0937'ALONG THE P.R.R. SET IN THE TOP OF THE SLOPING RETAINING WALL
 KW0937'AT THE SOUTH END OF HIGHWAY NO. 14 UNDERPASS, 0.2 MILE SOUTH OF
 KW0937'DAUPHIN STATION, 5.7 FEET RIVERWARD OF RIVER RAIL, 2.6 FEET
 KW0937'DOWNSTREAM FROM IRON RAILING, 386 FEET UPSTREAM FROM MILEPOST
 KW0937'NO. 93.
 KW0937
 KW0937                          STATION RECOVERY (1989)
 KW0937
 KW0937'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW0937'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0938 ***********************************************************************
 KW0938  DESIGNATION -  H 141 PADH RESET 1942
 KW0938  PID         -  KW0938
 KW0938  STATE/COUNTY-  PA/DAUPHIN
 KW0938  USGS QUAD   -  HARRISBURG WEST (1987)
 KW0938
 KW0938                         *CURRENT SURVEY CONTROL
 KW0938  ___________________________________________________________________
 KW0938* NAD 83(1986)-  40 21 40.     (N)    076 55 32.     (W)     SCALED    
 KW0938* NAVD 88     -       106.037  (meters)     347.89   (feet)  ADJUSTED  
 KW0938  ___________________________________________________________________
 KW0938  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 KW0938  DYNAMIC HT  -         105.984 (meters)     347.72  (feet)  COMP
 KW0938  MODELED GRAV-     980,132.0   (mgal)                       NAVD 88
 KW0938
 KW0938  VERT ORDER  -  SECOND    CLASS 0
 KW0938
 KW0938.The horizontal coordinates were scaled from a topographic map and have
 KW0938.an estimated accuracy of +/- 6 seconds.
 KW0938
 KW0938.The orthometric height was determined by differential leveling
 KW0938.and adjusted by the National Geodetic Survey in June 1991..
 KW0938
 KW0938.The geoid height was determined by GEOID03.
 KW0938
 KW0938.The dynamic height is computed by dividing the NAVD 88
 KW0938.geopotential number by the normal gravity value computed on the
 KW0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0938.degrees latitude (g = 980.6199 gals.).
 KW0938
 KW0938.The modeled gravity was interpolated from observed gravity values.
 KW0938
 KW0938;                    North         East    Units  Estimated Accuracy
 KW0938;SPC PA S     -   114,450.      670,030.      MT  (+/- 180 meters Scaled)
 KW0938
 KW0938                          SUPERSEDED SURVEY CONTROL
 KW0938
 KW0938  NGVD 29 (??/??/??)  106.260  (m)          348.62   (f) ADJUSTED    2 0
 KW0938
 KW0938.Superseded values are not recommended for survey control.
 KW0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0938.See file dsdata.txt to determine how the superseded data were derived.
 KW0938
 KW0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK364696(NAD 83)
 KW0938_MARKER: DB = BENCH MARK DISK
 KW0938_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0938_SP_SET: WHEEL GUARD
 KW0938_STAMPING: H 141 RESET 1942
 KW0938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW0938+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2001
 KW0938
 KW0938  HISTORY     - Date     Condition        Report By
 KW0938  HISTORY     - 1942     MONUMENTED       PADH
 KW0938  HISTORY     - 1989     GOOD             USPSQD
 KW0938  HISTORY     - 20010108 GOOD             PADT
 KW0938
 KW0938                          STATION DESCRIPTION
 KW0938
 KW0938'DESCRIBED BY PA DEPT OF HIGHWAYS 1942
 KW0938'AT DAUPHIN.
 KW0938'AT DAUPHIN, DAUPHIN COUNTY, ABOUT 0.5 MILE SOUTH ALONG THE
 KW0938'PENNSYLVANIA RAILROAD FROM THE NEW STATION, AT THE U.S. HIGHWAY
 KW0938'11 OVERPASS, AT THE SOUTH ABUTMENT, 33 FEET WEST OF THE CENTER
 KW0938'LINE OF THE HIGHWAY, AND IN THE TOP OF THE SOUTHWEST CORNER OF
 KW0938'THE WHEEL GUARD.  A STANDARD DISK, STAMPED H 141 RESET 1942.
 KW0938
 KW0938                          STATION RECOVERY (1989)
 KW0938
 KW0938'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW0938'RECOVERED IN GOOD CONDITION.
 KW0938
 KW0938                          STATION RECOVERY (2001)
 KW0938
 KW0938'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (SMM)
 KW0938'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0037 ***********************************************************************
 MB0037  DESIGNATION -  H 142
 MB0037  PID         -  MB0037
 MB0037  STATE/COUNTY-  PA/CRAWFORD
 MB0037  USGS QUAD   -  CAMBRIDGE SPRINGS (1975)
 MB0037
 MB0037                         *CURRENT SURVEY CONTROL
 MB0037  ___________________________________________________________________
 MB0037* NAD 83(1986)-  41 48 11.     (N)    080 03 37.     (W)     SCALED    
 MB0037* NAVD 88     -       354.741  (meters)    1163.85   (feet)  ADJUSTED  
 MB0037  ___________________________________________________________________
 MB0037  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 MB0037  DYNAMIC HT  -         354.596 (meters)    1163.37  (feet)  COMP
 MB0037  MODELED GRAV-     980,201.5   (mgal)                       NAVD 88
 MB0037
 MB0037  VERT ORDER  -  FIRST     CLASS II
 MB0037
 MB0037.The horizontal coordinates were scaled from a topographic map and have
 MB0037.an estimated accuracy of +/- 6 seconds.
 MB0037
 MB0037.The orthometric height was determined by differential leveling
 MB0037.and adjusted by the National Geodetic Survey in June 1991..
 MB0037
 MB0037.The geoid height was determined by GEOID03.
 MB0037
 MB0037.The dynamic height is computed by dividing the NAVD 88
 MB0037.geopotential number by the normal gravity value computed on the
 MB0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0037.degrees latitude (g = 980.6199 gals.).
 MB0037
 MB0037.The modeled gravity was interpolated from observed gravity values.
 MB0037
 MB0037;                    North         East    Units  Estimated Accuracy
 MB0037;SPC PA N     -   184,290.      408,030.      MT  (+/- 180 meters Scaled)
 MB0037
 MB0037                          SUPERSEDED SURVEY CONTROL
 MB0037
 MB0037  NGVD 29 (06/03/92)  354.895  (m)         1164.35   (f) ADJUSTED    1 2
 MB0037
 MB0037.Superseded values are not recommended for survey control.
 MB0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0037.See file dsdata.txt to determine how the superseded data were derived.
 MB0037
 MB0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG780283(NAD 83)
 MB0037_MARKER: DB = BENCH MARK DISK
 MB0037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0037_SP_SET: RETAINING WALL
 MB0037_STAMPING: H 142 1941
 MB0037_MARK LOGO: CGS   
 MB0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0037
 MB0037  HISTORY     - Date     Condition        Report By
 MB0037  HISTORY     - 1941     MONUMENTED       CGS
 MB0037  HISTORY     - 1982     GOOD             NGS
 MB0037
 MB0037                          STATION DESCRIPTION
 MB0037
 MB0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MB0037'AT CAMBRIDGE SPRINGS.
 MB0037'AT CAMBRIDGE SPRINGS, AT THE ERIE RAILROAD STATION, IN THE
 MB0037'RETAINING WALL BETWEEN THE STATION AND THE TRACKS, 13 FEET
 MB0037'NORTHWEST OF THE NORTHWEST CORNER OF THE STATION BUILDING, 3 FEET
 MB0037'EAST OF THE EAST EDGE OF THE SECOND SET OF STEPS EAST OF THE
 MB0037'WEST END OF THE PLATFORM, 18.6 FEET SOUTH OF THE SOUTH RAIL OF
 MB0037'THE EASTBOUND TRACK, AND 2.5 FEET HIGHER THAN THE TRACK.  A
 MB0037'STANDARD DISK, STAMPED H 142 1941.
 MB0037
 MB0037                          STATION RECOVERY (1982)
 MB0037
 MB0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MB0037'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 MB0037'0.3 KM (0.2 MI) SOUTHWEST ALONG U.S. HIGHWAY 19 FROM THE BRIDGE OVER
 MB0037'FRENCH CREEK IN CAMBRIDGE SPRINGS TO THE MARK ON THE RIGHT IN A
 MB0037'RETAINING WALL BETWEEN RAILROAD TRACKS AND A PARKING LOT.  IT IS
 MB0037'5.7 METERS (19.0 FT) SOUTHEAST OF EAST RAIL OF RAILROAD, 8.8 METERS
 MB0037'(29.0 FT) NORTH OF NORTHWEST CORNER OF FIRE STATION AND 6.4 METERS
 MB0037'(21.0 FT) WEST OF A TELEPHONE POLE.
 MB0037'THE MARK IS 0.6 M ABOVE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1491 ***********************************************************************
 MA1491  DESIGNATION -  H 143
 MA1491  PID         -  MA1491
 MA1491  STATE/COUNTY-  PA/ERIE
 MA1491  USGS QUAD   -  CORRY (1993)
 MA1491
 MA1491                         *CURRENT SURVEY CONTROL
 MA1491  ___________________________________________________________________
 MA1491* NAD 83(1986)-  41 54 11.     (N)    079 44 00.     (W)     SCALED    
 MA1491* NAVD 88     -       422.634  (meters)    1386.59   (feet)  ADJUSTED  
 MA1491  ___________________________________________________________________
 MA1491  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 MA1491  DYNAMIC HT  -         422.458 (meters)    1386.01  (feet)  COMP
 MA1491  MODELED GRAV-     980,194.0   (mgal)                       NAVD 88
 MA1491
 MA1491  VERT ORDER  -  FIRST     CLASS II
 MA1491
 MA1491.The horizontal coordinates were scaled from a topographic map and have
 MA1491.an estimated accuracy of +/- 6 seconds.
 MA1491
 MA1491.The orthometric height was determined by differential leveling
 MA1491.and adjusted by the National Geodetic Survey in June 1991..
 MA1491
 MA1491.The geoid height was determined by GEOID03.
 MA1491
 MA1491.The dynamic height is computed by dividing the NAVD 88
 MA1491.geopotential number by the normal gravity value computed on the
 MA1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1491.degrees latitude (g = 980.6199 gals.).
 MA1491
 MA1491.The modeled gravity was interpolated from observed gravity values.
 MA1491
 MA1491;                    North         East    Units  Estimated Accuracy
 MA1491;SPC PA N     -   194,720.      435,450.      MT  (+/- 180 meters Scaled)
 MA1491
 MA1491                          SUPERSEDED SURVEY CONTROL
 MA1491
 MA1491  NGVD 29 (??/??/92)  422.788  (m)         1387.10   (f) ADJ UNCH    1 2
 MA1491
 MA1491.Superseded values are not recommended for survey control.
 MA1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1491.See file dsdata.txt to determine how the superseded data were derived.
 MA1491
 MA1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG050397(NAD 83)
 MA1491_MARKER: DB = BENCH MARK DISK
 MA1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1491_STAMPING: H 143 1941
 MA1491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1491+STABILITY: SURFACE MOTION
 MA1491
 MA1491  HISTORY     - Date     Condition        Report By
 MA1491  HISTORY     - 1941     MONUMENTED       CGS
 MA1491  HISTORY     - 1950     POOR             USGS
 MA1491
 MA1491                          STATION DESCRIPTION
 MA1491
 MA1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA1491'0.7 MI NE FROM ELGIN.
 MA1491'0.7 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA1491'STATION AT ELGIN, ERIE COUNTY, ABOUT 5 RAILS SOUTHEAST OF
 MA1491'MILEPOST 32, AT A ROAD CROSSING, 21.4 FEET NORTH OF THE NORTH
 MA1491'RAIL OF THE TRACK, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE
 MA1491'ROAD, 8.4 FEET WEST OF THE FIRST POLE WEST OF THE CROSSING, 5.7
 MA1491'FEET SOUTHWEST OF THE FIRST POWER-TRANSMISSION LINE POLE WEST OF
 MA1491'THE CROSSING AND 0.6 FOOT SOUTH OF A WHITE MARKER POST.  A
 MA1491'STANDARD DISK, STAMPED H 143 1941 AND SET IN THE TOP OF A
 MA1491'CONCRETE POST.  NOTE-- 1950-- MONUMENT IS SOMEWHAT FROST-SPALLED.
 MA1491
 MA1491                          STATION RECOVERY (1950)
 MA1491
 MA1491'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 MA1491'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0878 ***********************************************************************
 KW0878  DESIGNATION -  H 144
 KW0878  PID         -  KW0878
 KW0878  STATE/COUNTY-  PA/PERRY
 KW0878  USGS QUAD   -  HARRISBURG WEST (1987)
 KW0878
 KW0878                         *CURRENT SURVEY CONTROL
 KW0878  ___________________________________________________________________
 KW0878* NAD 83(1986)-  40 20 35.     (N)    076 55 47.     (W)     SCALED    
 KW0878* NAVD 88     -       112.401  (meters)     368.77   (feet)  ADJUSTED  
 KW0878  ___________________________________________________________________
 KW0878  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 KW0878  DYNAMIC HT  -         112.345 (meters)     368.59  (feet)  COMP
 KW0878  MODELED GRAV-     980,131.8   (mgal)                       NAVD 88
 KW0878
 KW0878  VERT ORDER  -  FIRST     CLASS I
 KW0878
 KW0878.The horizontal coordinates were scaled from a topographic map and have
 KW0878.an estimated accuracy of +/- 6 seconds.
 KW0878
 KW0878.The orthometric height was determined by differential leveling
 KW0878.and adjusted by the National Geodetic Survey in June 1991..
 KW0878
 KW0878.The geoid height was determined by GEOID03.
 KW0878
 KW0878.The dynamic height is computed by dividing the NAVD 88
 KW0878.geopotential number by the normal gravity value computed on the
 KW0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0878.degrees latitude (g = 980.6199 gals.).
 KW0878
 KW0878.The modeled gravity was interpolated from observed gravity values.
 KW0878
 KW0878;                    North         East    Units  Estimated Accuracy
 KW0878;SPC PA S     -   112,440.      669,690.      MT  (+/- 180 meters Scaled)
 KW0878
 KW0878                          SUPERSEDED SURVEY CONTROL
 KW0878
 KW0878  NGVD 29 (??/??/??)  112.619  (m)          369.48   (f) ADJUSTED    1 1
 KW0878
 KW0878.Superseded values are not recommended for survey control.
 KW0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0878.See file dsdata.txt to determine how the superseded data were derived.
 KW0878
 KW0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK361676(NAD 83)
 KW0878_MARKER: DB = BENCH MARK DISK
 KW0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0878_SP_SET: STONE RETAINING WALL
 KW0878_STAMPING: H 144 1941
 KW0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0878+STABILITY: SURFACE MOTION
 KW0878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW0878+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2006
 KW0878
 KW0878  HISTORY     - Date     Condition        Report By
 KW0878  HISTORY     - 1941     MONUMENTED       CGS
 KW0878  HISTORY     - 1966     GOOD             CGS
 KW0878  HISTORY     - 20010108 GOOD             PADT
 KW0878  HISTORY     - 20060508 GOOD             GEOCAC
 KW0878
 KW0878                          STATION DESCRIPTION
 KW0878
 KW0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0878'6.8 MI N FROM HARRISBURG.
 KW0878'ABOUT 6.85 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW0878'STATION AT HARRISBURG, OR ABOUT 7.8 MILES SOUTHEAST ALONG THE
 KW0878'PENNSYLVANIA RAILROAD FROM THE STATION AT DUNCANNON, AT MARYSVILLE,
 KW0878'146 FEET NORTH OF THE NORTHWEST CORNER OF THE FORMER PENNSYLVANIA
 KW0878'RAILROAD STATION WHICH IS NOW USED AS A COMMERICAL BUILDING,
 KW0878'SET IN THE TOP AND NEAR THE CENTER OF THE SOUTHWEST STONE RETAINING
 KW0878'WALL OF A RAILROAD OVERPASS FOR A PAVED ROAD, 30 FEET NORTH OF
 KW0878'THE NORTH END OF THE OLD STATION PLATFORM, 54 FEET EAST OF THE
 KW0878'CENTER LINE OF U.S. HIGHWAYS 11 AND 15, 14 FEET WEST OF THE
 KW0878'WEST RAIL OF THE WEST TRACK, AND ABOUT 2 FEET BELOW THE LEVEL
 KW0878'OF THE TRACK.
 KW0878
 KW0878                          STATION RECOVERY (2001)
 KW0878
 KW0878'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (SMM)
 KW0878'RECOVERED IN GOOD CONDITION.
 KW0878
 KW0878                          STATION RECOVERY (2006)
 KW0878
 KW0878'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW0878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1682 ***********************************************************************
 KW1682  DESIGNATION -  H 145
 KW1682  PID         -  KW1682
 KW1682  STATE/COUNTY-  PA/PERRY
 KW1682  USGS QUAD   -  MILLERSTOWN (1978)
 KW1682
 KW1682                         *CURRENT SURVEY CONTROL
 KW1682  ___________________________________________________________________
 KW1682* NAD 83(1986)-  40 30 13.     (N)    077 08 04.     (W)     SCALED    
 KW1682* NAVD 88     -       122.760  (meters)     402.76   (feet)  ADJUSTED  
 KW1682  ___________________________________________________________________
 KW1682  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KW1682  DYNAMIC HT  -         122.701 (meters)     402.56  (feet)  COMP
 KW1682  MODELED GRAV-     980,148.5   (mgal)                       NAVD 88
 KW1682
 KW1682  VERT ORDER  -  FIRST     CLASS I
 KW1682
 KW1682.The horizontal coordinates were scaled from a topographic map and have
 KW1682.an estimated accuracy of +/- 6 seconds.
 KW1682
 KW1682.The orthometric height was determined by differential leveling
 KW1682.and adjusted by the National Geodetic Survey in June 1991..
 KW1682
 KW1682.The geoid height was determined by GEOID03.
 KW1682
 KW1682.The dynamic height is computed by dividing the NAVD 88
 KW1682.geopotential number by the normal gravity value computed on the
 KW1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1682.degrees latitude (g = 980.6199 gals.).
 KW1682
 KW1682.The modeled gravity was interpolated from observed gravity values.
 KW1682
 KW1682;                    North         East    Units  Estimated Accuracy
 KW1682;SPC PA S     -   130,120.      652,170.      MT  (+/- 180 meters Scaled)
 KW1682
 KW1682                          SUPERSEDED SURVEY CONTROL
 KW1682
 KW1682  NGVD 29 (??/??/??)  122.979  (m)          403.47   (f) ADJUSTED    1 1
 KW1682
 KW1682.Superseded values are not recommended for survey control.
 KW1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1682.See file dsdata.txt to determine how the superseded data were derived.
 KW1682
 KW1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK191858(NAD 83)
 KW1682_MARKER: DB = BENCH MARK DISK
 KW1682_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1682_SP_SET: CULVERT
 KW1682_STAMPING: H 145 1941
 KW1682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1682
 KW1682  HISTORY     - Date     Condition        Report By
 KW1682  HISTORY     - 1941     MONUMENTED       CGS
 KW1682  HISTORY     - 1966     GOOD             CGS
 KW1682
 KW1682                          STATION DESCRIPTION
 KW1682
 KW1682'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1682'1.8 MI N FROM NEWPORT.
 KW1682'1.8 MILES NORTH ALONG THE PENNSYLVANIA RIALROAD FROM THE ABANDONED
 KW1682'STATION AT NEWPORT, OR ABOUT 3.25 MILES SOUTHEAST ALONG THE
 KW1682'PENNSYLVANIA RAILROAD FROM THE STATE HIGHWAY 17 BRIDGE OVER
 KW1682'JUNIATA RIVER AT MILLERSTOWN, 6 1/2 RAILS NORTH OF MILEPOST 134,
 KW1682'13 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, SET IN THE TOP
 KW1682'OF THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A CULVERT, AND
 KW1682'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1369 ***********************************************************************
 KW1369  DESIGNATION -  H 146
 KW1369  PID         -  KW1369
 KW1369  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW1369  USGS QUAD   -  DALMATIA (1969)
 KW1369
 KW1369                         *CURRENT SURVEY CONTROL
 KW1369  ___________________________________________________________________
 KW1369* NAD 83(1986)-  40 37 59.     (N)    076 55 50.     (W)     SCALED    
 KW1369* NAVD 88     -       125.760  (meters)     412.60   (feet)  ADJUSTED  
 KW1369  ___________________________________________________________________
 KW1369  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KW1369  DYNAMIC HT  -         125.700 (meters)     412.40  (feet)  COMP
 KW1369  MODELED GRAV-     980,153.7   (mgal)                       NAVD 88
 KW1369
 KW1369  VERT ORDER  -  FIRST     CLASS II
 KW1369
 KW1369.The horizontal coordinates were scaled from a topographic map and have
 KW1369.an estimated accuracy of +/- 6 seconds.
 KW1369
 KW1369.The orthometric height was determined by differential leveling
 KW1369.and adjusted by the National Geodetic Survey in June 1991..
 KW1369
 KW1369.The geoid height was determined by GEOID03.
 KW1369
 KW1369.The dynamic height is computed by dividing the NAVD 88
 KW1369.geopotential number by the normal gravity value computed on the
 KW1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1369.degrees latitude (g = 980.6199 gals.).
 KW1369
 KW1369.The modeled gravity was interpolated from observed gravity values.
 KW1369
 KW1369;                    North         East    Units  Estimated Accuracy
 KW1369;SPC PA N     -    52,120.      669,330.      MT  (+/- 180 meters Scaled)
 KW1369
 KW1369                          SUPERSEDED SURVEY CONTROL
 KW1369
 KW1369  NGVD 29 (??/??/??)  125.988  (m)          413.35   (f) ADJUSTED    1 2
 KW1369
 KW1369.Superseded values are not recommended for survey control.
 KW1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1369.See file dsdata.txt to determine how the superseded data were derived.
 KW1369
 KW1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK367998(NAD 83)
 KW1369_MARKER: DB = BENCH MARK DISK
 KW1369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1369_SP_SET: CONC LOADING TIPPLE
 KW1369_STAMPING: H 146 1941
 KW1369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1369
 KW1369  HISTORY     - Date     Condition        Report By
 KW1369  HISTORY     - 1941     MONUMENTED       CGS
 KW1369  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KW1369  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW1369
 KW1369                          STATION DESCRIPTION
 KW1369
 KW1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1369'7.5 MI N FROM MILLERSBURG.
 KW1369'IN NORTHUMBERLAND COUNTY, ABOUT 7.7 MILES NORTH ALONG THE
 KW1369'PENNSYLVANIA RAILROAD FROM THE STATION AT MILLERSBURG, ABOUT 2
 KW1369'MILES SOUTH OF DALMATIA, 250 FEET NORTHEAST OF MILEPOST 120, AT A
 KW1369'ROCK QUARRY, AND IN THE WEST FACE OF THE CONCRETE LOADING TIPPLE
 KW1369'OF THE ROCK CRUSHER.  A STANDARD DISK, STAMPED H 146 1941 AND SET
 KW1369'VERTICALLY.
 KW1369
 KW1369                          STATION RECOVERY (1987)
 KW1369
 KW1369'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 KW1369'MARK NOT FOUND.
 KW1369
 KW1369                          STATION RECOVERY (1989)
 KW1369
 KW1369'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0618 ***********************************************************************
 LY0618  DESIGNATION -  H 148
 LY0618  PID         -  LY0618
 LY0618  STATE/COUNTY-  PA/PIKE
 LY0618  USGS QUAD   -  PORT JERVIS NORTH (1997)
 LY0618
 LY0618                         *CURRENT SURVEY CONTROL
 LY0618  ___________________________________________________________________
 LY0618* NAD 83(1986)-  41 25 47.     (N)    074 44 31.     (W)     SCALED    
 LY0618* NAVD 88     -       158.978  (meters)     521.58   (feet)  ADJUSTED  
 LY0618  ___________________________________________________________________
 LY0618  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 LY0618  DYNAMIC HT  -         158.912 (meters)     521.36  (feet)  COMP
 LY0618  MODELED GRAV-     980,208.5   (mgal)                       NAVD 88
 LY0618
 LY0618  VERT ORDER  -  FIRST     CLASS II
 LY0618
 LY0618.The horizontal coordinates were scaled from a topographic map and have
 LY0618.an estimated accuracy of +/- 6 seconds.
 LY0618
 LY0618.The orthometric height was determined by differential leveling
 LY0618.and adjusted by the National Geodetic Survey in June 1991..
 LY0618
 LY0618.The geoid height was determined by GEOID03.
 LY0618
 LY0618.The dynamic height is computed by dividing the NAVD 88
 LY0618.geopotential number by the normal gravity value computed on the
 LY0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0618.degrees latitude (g = 980.6199 gals.).
 LY0618
 LY0618.The modeled gravity was interpolated from observed gravity values.
 LY0618
 LY0618;                    North         East    Units  Estimated Accuracy
 LY0618;SPC PA N     -   144,630.      851,370.      MT  (+/- 180 meters Scaled)
 LY0618
 LY0618                          SUPERSEDED SURVEY CONTROL
 LY0618
 LY0618  NGVD 29 (??/??/92)  159.154  (m)          522.16   (f) ADJ UNCH    1 2
 LY0618
 LY0618.Superseded values are not recommended for survey control.
 LY0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0618.See file dsdata.txt to determine how the superseded data were derived.
 LY0618
 LY0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL215864(NAD 83)
 LY0618_MARKER: DB = BENCH MARK DISK
 LY0618_SETTING: 80 = SET IN A BOULDER
 LY0618_SP_SET: BOULDER
 LY0618_STAMPING: H 148 1941
 LY0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0618+STABILITY: SURFACE MOTION
 LY0618
 LY0618  HISTORY     - Date     Condition        Report By
 LY0618  HISTORY     - 1941     MONUMENTED       CGS
 LY0618
 LY0618                          STATION DESCRIPTION
 LY0618
 LY0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LY0618'1.6 MI NW FROM MILL RIFT.
 LY0618'1.6 MILES NORTHWEST ALONG THE ERIE RAILROAD FROM THE STATION AT
 LY0618'MILL RIFT, PIKE COUNTY, ABOUT 0.2 MILE EAST OF MILEPOST 93, 22
 LY0618'FEET SOUTH OF THE SOUTH RAIL OF THE EAST-BOUND TRACK, IN THE TOP
 LY0618'OF A BOULDER, AND ABOUT 3 FEET HIGHER THAN THE TRACK.  A STANDARD
 LY0618'DISK, STAMPED H 148 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0023 ***********************************************************************
 KX0023  DESIGNATION -  H 149
 KX0023  PID         -  KX0023
 KX0023  STATE/COUNTY-  PA/BLAIR
 KX0023  USGS QUAD   -  TYRONE (1994)
 KX0023
 KX0023                         *CURRENT SURVEY CONTROL
 KX0023  ___________________________________________________________________
 KX0023* NAD 83(1986)-  40 39 17.     (N)    078 12 25.     (W)     SCALED    
 KX0023* NAVD 88     -       268.644  (meters)     881.38   (feet)  ADJUSTED  
 KX0023  ___________________________________________________________________
 KX0023  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 KX0023  DYNAMIC HT  -         268.509 (meters)     880.93  (feet)  COMP
 KX0023  MODELED GRAV-     980,115.5   (mgal)                       NAVD 88
 KX0023
 KX0023  VERT ORDER  -  FIRST     CLASS I
 KX0023
 KX0023.The horizontal coordinates were scaled from a topographic map and have
 KX0023.an estimated accuracy of +/- 6 seconds.
 KX0023
 KX0023.The orthometric height was determined by differential leveling
 KX0023.and adjusted by the National Geodetic Survey in June 1991..
 KX0023
 KX0023.The geoid height was determined by GEOID03.
 KX0023
 KX0023.The dynamic height is computed by dividing the NAVD 88
 KX0023.geopotential number by the normal gravity value computed on the
 KX0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0023.degrees latitude (g = 980.6199 gals.).
 KX0023
 KX0023.The modeled gravity was interpolated from observed gravity values.
 KX0023
 KX0023;                    North         East    Units  Estimated Accuracy
 KX0023;SPC PA S     -   146,820.      561,360.      MT  (+/- 180 meters Scaled)
 KX0023
 KX0023                          SUPERSEDED SURVEY CONTROL
 KX0023
 KX0023  NGVD 29 (??/??/92)  268.822  (m)          881.96   (f) ADJ UNCH    1 1
 KX0023
 KX0023.Superseded values are not recommended for survey control.
 KX0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0023.See file dsdata.txt to determine how the superseded data were derived.
 KX0023
 KX0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF361041(NAD 83)
 KX0023_MARKER: DB = BENCH MARK DISK
 KX0023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0023_SP_SET: ABUTMENT
 KX0023_STAMPING: H 149 1941
 KX0023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0023
 KX0023  HISTORY     - Date     Condition        Report By
 KX0023  HISTORY     - 1941     MONUMENTED       CGS
 KX0023  HISTORY     - 1966     GOOD             NGS
 KX0023  HISTORY     - 20031118 MARK NOT FOUND   PADT
 KX0023
 KX0023                          STATION DESCRIPTION
 KX0023
 KX0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0023'2 MI SE FROM TYRONE.
 KX0023'ABOUT 2.0 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX0023'THE STATION AT TYRONE, 7 1/2 RAILS NORTHWEST OF MILEPOST
 KX0023'NUMBER 220, 6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 KX0023'NORTHEAST SET OF TRACKS, SET IN THE TOP OF THE NORTHEAST END
 KX0023'OF THE SOUTHEAST ABUTMENT OF A RAILROAD OVERPASS FOR A ROAD,
 KX0023'AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS.
 KX0023
 KX0023                          STATION RECOVERY (2003)
 KX0023
 KX0023'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (TRN)
 KX0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0903 ***********************************************************************
 LZ0903  DESIGNATION -  H 15
 LZ0903  PID         -  LZ0903
 LZ0903  STATE/COUNTY-  PA/LYCOMING
 LZ0903  USGS QUAD   -  LINDEN (1973)
 LZ0903
 LZ0903                         *CURRENT SURVEY CONTROL
 LZ0903  ___________________________________________________________________
 LZ0903* NAD 83(1986)-  41 11 29.     (N)    077 10 58.     (W)     SCALED    
 LZ0903* NAVD 88     -       169.526  (meters)     556.19   (feet)  ADJUSTED  
 LZ0903  ___________________________________________________________________
 LZ0903  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LZ0903  DYNAMIC HT  -         169.451 (meters)     555.94  (feet)  COMP
 LZ0903  MODELED GRAV-     980,175.8   (mgal)                       NAVD 88
 LZ0903
 LZ0903  VERT ORDER  -  FIRST     CLASS II
 LZ0903
 LZ0903.The horizontal coordinates were scaled from a topographic map and have
 LZ0903.an estimated accuracy of +/- 6 seconds.
 LZ0903
 LZ0903.The orthometric height was determined by differential leveling
 LZ0903.and adjusted by the National Geodetic Survey in June 1991..
 LZ0903
 LZ0903.The geoid height was determined by GEOID03.
 LZ0903
 LZ0903.The dynamic height is computed by dividing the NAVD 88
 LZ0903.geopotential number by the normal gravity value computed on the
 LZ0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0903.degrees latitude (g = 980.6199 gals.).
 LZ0903
 LZ0903.The modeled gravity was interpolated from observed gravity values.
 LZ0903
 LZ0903;                    North         East    Units  Estimated Accuracy
 LZ0903;SPC PA N     -   113,960.      647,580.      MT  (+/- 180 meters Scaled)
 LZ0903
 LZ0903                          SUPERSEDED SURVEY CONTROL
 LZ0903
 LZ0903  NGVD 29 (??/??/92)  169.739  (m)          556.89   (f) ADJ UNCH    1 2
 LZ0903
 LZ0903.Superseded values are not recommended for survey control.
 LZ0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0903.See file dsdata.txt to determine how the superseded data were derived.
 LZ0903
 LZ0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL169623(NAD 83)
 LZ0903_MARKER: DB = BENCH MARK DISK
 LZ0903_SETTING: 66 = SET IN ROCK OUTCROP
 LZ0903_SP_SET: ROCK LEDGE
 LZ0903_STAMPING: H 15 1934
 LZ0903_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ0903+STABILITY: POSITION/ELEVATION WELL
 LZ0903
 LZ0903  HISTORY     - Date     Condition        Report By
 LZ0903  HISTORY     - 1934     MONUMENTED       CGS
 LZ0903  HISTORY     - 1965     MARK NOT FOUND   USGS
 LZ0903
 LZ0903                          STATION DESCRIPTION
 LZ0903
 LZ0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0903'4.3 MI W FROM NISBET.
 LZ0903'4.3 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM NISBET,
 LZ0903'LYCOMING COUNTY, AT MILEAGE POST 238-10, JUST EAST OF NIPPONO
 LZ0903'PARK ON THE SOUTH BANK OF WEST BRANCH SUSQUEHANNA RIVER, AT A HUGH
 LZ0903'STRATA OF ROCK BARE OF VEGETATION, 15 FEET SOUTH OF THE SOUTH
 LZ0903'RAIL OF THE EASTBOUND MAIN TRACK, IN THE TOP OF A ROCK LEDGE
 LZ0903'DIPPING AT AN ANGLE OF 45 DEG, AND 18 INCHES HIGHER THAN THE TOP
 LZ0903'OF THE RAIL.  A STANDARD DISK.
 LZ0903
 LZ0903                          STATION RECOVERY (1965)
 LZ0903
 LZ0903'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LZ0903'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1640 ***********************************************************************
 KW1640  DESIGNATION -  H 150
 KW1640  PID         -  KW1640
 KW1640  STATE/COUNTY-  PA/SNYDER
 KW1640  USGS QUAD   -  BEAVERTOWN (1973)
 KW1640
 KW1640                         *CURRENT SURVEY CONTROL
 KW1640  ___________________________________________________________________
 KW1640* NAD 83(1986)-  40 47 07.     (N)    077 12 18.     (W)     SCALED    
 KW1640* NAVD 88     -       188.381  (meters)     618.05   (feet)  ADJUSTED  
 KW1640  ___________________________________________________________________
 KW1640  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 KW1640  DYNAMIC HT  -         188.293 (meters)     617.76  (feet)  COMP
 KW1640  MODELED GRAV-     980,153.2   (mgal)                       NAVD 88
 KW1640
 KW1640  VERT ORDER  -  SECOND    CLASS 0
 KW1640
 KW1640.The horizontal coordinates were scaled from a topographic map and have
 KW1640.an estimated accuracy of +/- 6 seconds.
 KW1640
 KW1640.The orthometric height was determined by differential leveling
 KW1640.and adjusted by the National Geodetic Survey in June 1991..
 KW1640
 KW1640.The geoid height was determined by GEOID03.
 KW1640
 KW1640.The dynamic height is computed by dividing the NAVD 88
 KW1640.geopotential number by the normal gravity value computed on the
 KW1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1640.degrees latitude (g = 980.6199 gals.).
 KW1640
 KW1640.The modeled gravity was interpolated from observed gravity values.
 KW1640
 KW1640;                    North         East    Units  Estimated Accuracy
 KW1640;SPC PA S     -   161,360.      646,000.      MT  (+/- 180 meters Scaled)
 KW1640
 KW1640                          SUPERSEDED SURVEY CONTROL
 KW1640
 KW1640  NGVD 29 (??/??/??)  188.608  (m)          618.79   (f) ADJUSTED    2 0
 KW1640
 KW1640.Superseded values are not recommended for survey control.
 KW1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1640.See file dsdata.txt to determine how the superseded data were derived.
 KW1640
 KW1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL139172(NAD 83)
 KW1640_MARKER: DB = BENCH MARK DISK
 KW1640_SETTING: 0 = UNSPECIFIED SETTING
 KW1640_STAMPING: H 150 1941
 KW1640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1640
 KW1640  HISTORY     - Date     Condition        Report By
 KW1640  HISTORY     - 1941     MONUMENTED       CGS
 KW1640
 KW1640                          STATION DESCRIPTION
 KW1640
 KW1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1640'3.2 MI N FROM BEAVER SPRINGS.
 KW1640'3.2 MILES NORTH ALONG STATE HIGHWAY 929 FROM THE PENNSYLVANIA
 KW1640'RAILROAD STATION AT BEAVER SPRINGS, IN THE CORNER OF A LOT
 KW1640'NORTH OF A TWO-STORY CORRUGATED IRON RESIDENCE, 39.4 FEET
 KW1640'SOUTHWEST OF POWER-TRANSMISSION LINE POLE 42428, 33.3 FEET WEST
 KW1640'OF THE CENTER LINE OF THE HIGHWAY, 63.6 FEET NORTHEAST OF THE
 KW1640'NORTHWEST CORNER OF THE HOUSE, 45.5 FEET NORTHEAST OF THE
 KW1640'NORTHEAST CORNER OF THE HOUSE, 28.3 FEET NORTHEAST OF A 15-INCH
 KW1640'PEAR TREE, AND 12.1 FEET WEST OF THE CORNER FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3473 ***********************************************************************
 JV3473  DESIGNATION -  H 151
 JV3473  PID         -  JV3473
 JV3473  STATE/COUNTY-  PA/FRANKLIN
 JV3473  USGS QUAD   -  MERCERSBURG (1990)
 JV3473
 JV3473                         *CURRENT SURVEY CONTROL
 JV3473  ___________________________________________________________________
 JV3473* NAD 83(1986)-  39 49 20.     (N)    077 53 58.     (W)     SCALED    
 JV3473* NAVD 88     -       188.130  (meters)     617.22   (feet)  ADJUSTED  
 JV3473  ___________________________________________________________________
 JV3473  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 JV3473  DYNAMIC HT  -         188.023 (meters)     616.87  (feet)  COMP
 JV3473  MODELED GRAV-     980,051.1   (mgal)                       NAVD 88
 JV3473
 JV3473  VERT ORDER  -  SECOND    CLASS 0
 JV3473
 JV3473.The horizontal coordinates were scaled from a topographic map and have
 JV3473.an estimated accuracy of +/- 6 seconds.
 JV3473
 JV3473.The orthometric height was determined by differential leveling
 JV3473.and adjusted by the National Geodetic Survey in June 1991..
 JV3473
 JV3473.The geoid height was determined by GEOID03.
 JV3473
 JV3473.The dynamic height is computed by dividing the NAVD 88
 JV3473.geopotential number by the normal gravity value computed on the
 JV3473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3473.degrees latitude (g = 980.6199 gals.).
 JV3473
 JV3473.The modeled gravity was interpolated from observed gravity values.
 JV3473
 JV3473;                    North         East    Units  Estimated Accuracy
 JV3473;SPC PA S     -    54,300.      587,210.      MT  (+/- 180 meters Scaled)
 JV3473
 JV3473                          SUPERSEDED SURVEY CONTROL
 JV3473
 JV3473  NGVD 29 (??/??/??)  188.324  (m)          617.86   (f) ADJUSTED    2 0
 JV3473
 JV3473.Superseded values are not recommended for survey control.
 JV3473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3473.See file dsdata.txt to determine how the superseded data were derived.
 JV3473
 JV3473_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK518120(NAD 83)
 JV3473_MARKER: DB = BENCH MARK DISK
 JV3473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3473_STAMPING: H-151 1942
 JV3473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3473+STABILITY: SURFACE MOTION
 JV3473
 JV3473  HISTORY     - Date     Condition        Report By
 JV3473  HISTORY     - 1942     MONUMENTED       CGS
 JV3473
 JV3473                          STATION DESCRIPTION
 JV3473
 JV3473'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3473'0.4 MI SE FROM MERCERSBURG.
 JV3473'0.4 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 16 FROM THE POST
 JV3473'OFFICE AT MERCERSBURG, SET AT THE INTERSECTION OF THE HIGHWAY AND
 JV3473'A SIDE STREET LEADING NORTH, IN THE FENCE CORNER, 131 FEET
 JV3473'NORTHWEST OF THE WEST CORNER OF THE AMACO SERVICE STATION, 31.2
 JV3473'FEET NORTHEAST OF THE CENTER-LINE OF THE HIGHWAY, 24 FEET EAST OF
 JV3473'CENTER-LINE OF THE SIDE ROAD, 2 FEET NORTHEAST OF THE CORNER
 JV3473'FENCE POST, 2 FEET NORTH OF THE NORTHWEST-SOUTHEAST FENCE (RAIL),
 JV3473'1.9 FEET SOUTHEAST OF THE RAIL FENCE PARALLELING THE SIDE ROAD.
 JV3473'A STANDARD DISK SET IN TOP OF A CONCRETE POST POURED IN THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3474 ***********************************************************************
 JV3474  DESIGNATION -  H 151 RESET 1958 PADH
 JV3474  PID         -  JV3474
 JV3474  STATE/COUNTY-  PA/FRANKLIN
 JV3474  USGS QUAD   -  MERCERSBURG (1990)
 JV3474
 JV3474                         *CURRENT SURVEY CONTROL
 JV3474  ___________________________________________________________________
 JV3474* NAD 83(1986)-  39 49 20.     (N)    077 53 58.     (W)     SCALED    
 JV3474* NAVD 88     -       188.25   (+/-2cm)     617.6    (feet)  VERTCON   
 JV3474  ___________________________________________________________________
 JV3474  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 JV3474
 JV3474  VERT ORDER  -  THIRD (See Below)
 JV3474
 JV3474.The horizontal coordinates were scaled from a topographic map and have
 JV3474.an estimated accuracy of +/- 6 seconds.
 JV3474
 JV3474.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV3474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV3474.The vertical order pertains to the NGVD 29 superseded value.
 JV3474
 JV3474.The geoid height was determined by GEOID03.
 JV3474
 JV3474;                    North         East    Units  Estimated Accuracy
 JV3474;SPC PA S     -    54,300.      587,210.      MT  (+/- 180 meters Scaled)
 JV3474
 JV3474                          SUPERSEDED SURVEY CONTROL
 JV3474
 JV3474  NGVD 29 (??/??/??)  188.44   (m)          618.2    (f) RESET       3  
 JV3474
 JV3474.Superseded values are not recommended for survey control.
 JV3474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3474.See file dsdata.txt to determine how the superseded data were derived.
 JV3474
 JV3474_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK518120(NAD 83)
 JV3474_MARKER: DD = SURVEY DISK
 JV3474_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3474_SP_SET: HEADWALL
 JV3474_STAMPING: H 151 RESET 1958
 JV3474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3474_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JV3474+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2004
 JV3474
 JV3474  HISTORY     - Date     Condition        Report By
 JV3474  HISTORY     - 1958     MONUMENTED       PADH
 JV3474  HISTORY     - 1959     GOOD             CGS
 JV3474  HISTORY     - 20040612 GOOD             GEOCAC
 JV3474
 JV3474                          STATION DESCRIPTION
 JV3474
 JV3474'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JV3474'0.4 MI SW FROM MERCERSBURG.
 JV3474'THE MARK IS LOCATED 0.4 MILE SOUTHWEST ALONG STATE HIGHWAY NO.
 JV3474'16 FROM THE POST OFFICE AT MERCERSBURG, 165 FEET SOUTHEAST OF A
 JV3474'STREET LEADING NORTH TO MERCERSBURG ACADEMY, 21 FEET SOUTHWEST OF
 JV3474'THE CENTERLINE OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JV3474'HEADWALL.
 JV3474
 JV3474                          STATION RECOVERY (2004)
 JV3474
 JV3474'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 JV3474'REMOVE REFERENCE TO STREET LEADING NORTH TO MERCERSBURG ACADEMY--THE
 JV3474'INTERSECTION WAS REMOVED. MARK IS ON THE NORTHEAST SIDE OF A CEMETARY.
 JV3474' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2370 ***********************************************************************
 KW2370  DESIGNATION -  H 152
 KW2370  PID         -  KW2370
 KW2370  STATE/COUNTY-  PA/CENTRE
 KW2370  USGS QUAD   -  SPRING MILLS (1984)
 KW2370
 KW2370                         *CURRENT SURVEY CONTROL
 KW2370  ___________________________________________________________________
 KW2370* NAD 83(1986)-  40 45 26.     (N)    077 37 02.     (W)     SCALED    
 KW2370* NAVD 88     -       540.849  (meters)    1774.44   (feet)  ADJUSTED  
 KW2370  ___________________________________________________________________
 KW2370  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 KW2370  DYNAMIC HT  -         540.560 (meters)    1773.49  (feet)  COMP
 KW2370  MODELED GRAV-     980,073.3   (mgal)                       NAVD 88
 KW2370
 KW2370  VERT ORDER  -  SECOND    CLASS 0
 KW2370
 KW2370.The horizontal coordinates were scaled from a topographic map and have
 KW2370.an estimated accuracy of +/- 6 seconds.
 KW2370
 KW2370.The orthometric height was determined by differential leveling
 KW2370.and adjusted by the National Geodetic Survey in June 1991..
 KW2370
 KW2370.The geoid height was determined by GEOID03.
 KW2370
 KW2370.The dynamic height is computed by dividing the NAVD 88
 KW2370.geopotential number by the normal gravity value computed on the
 KW2370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2370.degrees latitude (g = 980.6199 gals.).
 KW2370
 KW2370.The modeled gravity was interpolated from observed gravity values.
 KW2370
 KW2370;                    North         East    Units  Estimated Accuracy
 KW2370;SPC PA N     -    65,590.      611,210.      MT  (+/- 180 meters Scaled)
 KW2370
 KW2370                          SUPERSEDED SURVEY CONTROL
 KW2370
 KW2370  NGVD 29 (??/??/??)  541.045  (m)         1775.08   (f) ADJUSTED    2 0
 KW2370
 KW2370.Superseded values are not recommended for survey control.
 KW2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2370.See file dsdata.txt to determine how the superseded data were derived.
 KW2370
 KW2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL790151(NAD 83)
 KW2370_MARKER: DB = BENCH MARK DISK
 KW2370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2370_SP_SET: WALL
 KW2370_STAMPING: H 152 1941
 KW2370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2370
 KW2370  HISTORY     - Date     Condition        Report By
 KW2370  HISTORY     - 1941     MONUMENTED       CGS
 KW2370
 KW2370                          STATION DESCRIPTION
 KW2370
 KW2370'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW2370'2.9 MI S FROM POTTER MILLS.
 KW2370'ABOUT 2.9 MILES SOUTH ALONG U.S. HIGHWAY 322 FROM THE JUNCTION
 KW2370'OF STATE HIGHWAY 53 AT POTTER MILLS, CENTRE COUNTY, AT THE
 KW2370'JUNCTION OF THE OLD HIGHWAY, 81 FEET NORTH OF POLE 698, 76 FEET
 KW2370'WEST OF POLE 699, AT AN 18-INCH CONCRETE PIPE CULVERT UNDER THE
 KW2370'HIGHWAY, IN THE TOP OF THE NORTHWEST WALL AT THE NORTHWEST END
 KW2370'OF THE CULVERT, 3 FEET NORTHWEST OF THE NORTHWEST HEAD WALL, AND
 KW2370'ABOUT 25 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A
 KW2370'STANDARD DISK, STAMPED H 152 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3597 ***********************************************************************
 JV3597  DESIGNATION -  H 152
 JV3597  PID         -  JV3597
 JV3597  STATE/COUNTY-  PA/FRANKLIN
 JV3597  USGS QUAD   -  MERCERSBURG (1990)
 JV3597
 JV3597                         *CURRENT SURVEY CONTROL
 JV3597  ___________________________________________________________________
 JV3597* NAD 83(1986)-  39 47 56.     (N)    077 58 50.     (W)     SCALED    
 JV3597* NAVD 88     -       315.447  (meters)    1034.93   (feet)  ADJUSTED  
 JV3597  ___________________________________________________________________
 JV3597  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JV3597  DYNAMIC HT  -         315.264 (meters)    1034.33  (feet)  COMP
 JV3597  MODELED GRAV-     980,038.2   (mgal)                       NAVD 88
 JV3597
 JV3597  VERT ORDER  -  SECOND    CLASS 0
 JV3597
 JV3597.The horizontal coordinates were scaled from a topographic map and have
 JV3597.an estimated accuracy of +/- 6 seconds.
 JV3597
 JV3597.The orthometric height was determined by differential leveling
 JV3597.and adjusted by the National Geodetic Survey in June 1991..
 JV3597
 JV3597.The geoid height was determined by GEOID03.
 JV3597
 JV3597.The dynamic height is computed by dividing the NAVD 88
 JV3597.geopotential number by the normal gravity value computed on the
 JV3597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3597.degrees latitude (g = 980.6199 gals.).
 JV3597
 JV3597.The modeled gravity was interpolated from observed gravity values.
 JV3597
 JV3597;                    North         East    Units  Estimated Accuracy
 JV3597;SPC PA S     -    51,720.      580,250.      MT  (+/- 180 meters Scaled)
 JV3597
 JV3597                          SUPERSEDED SURVEY CONTROL
 JV3597
 JV3597  NGVD 29 (??/??/??)  315.644  (m)         1035.58   (f) ADJUSTED    2 0
 JV3597
 JV3597.Superseded values are not recommended for survey control.
 JV3597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3597.See file dsdata.txt to determine how the superseded data were derived.
 JV3597
 JV3597_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK448096(NAD 83)
 JV3597_MARKER: DB = BENCH MARK DISK
 JV3597_SETTING: 80 = SET IN A BOULDER
 JV3597_SP_SET: BOULDER
 JV3597_STAMPING: H 152 1942
 JV3597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3597+STABILITY: SURFACE MOTION
 JV3597
 JV3597  HISTORY     - Date     Condition        Report By
 JV3597  HISTORY     - 1942     MONUMENTED       CGS
 JV3597
 JV3597                          STATION DESCRIPTION
 JV3597
 JV3597'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3597'5.8 MI SW FROM MERCERSBURG.
 JV3597'5.8 MILES SOUTHWEST ALONG THE OLD COUNTY ROAD (NOW ABANDONED)
 JV3597'FROM THE POST OFFICE AT MERCERSBURG, SET IN A LARGE ROCK BOULDER
 JV3597'NEAR THE INTERSECTION OF2 OLD ROADS, 41 FEET NORTHWEST OF THE
 JV3597'CENTER LINE OF THE OLD ROAD, 28 FEET NORTH OF A 12-INCH TREE WITH
 JV3597'A TRIANGULAR BLAZE ON SOUTHEAST SIDE FACING THE OLD ROAD, 6.3
 JV3597'FEET SOUTHEAST OF A 12-INCH TRIANGULAR BLAZED TREE WITH THE
 JV3597'TRIANGLE ON THE SOUTHEAST SIDE FACING THE MARK.  A STANDARD DISK,
 JV3597'2 FEET ABOVE THE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2737 ***********************************************************************
 KW2737  DESIGNATION -  H 152 RESET 1972
 KW2737  PID         -  KW2737
 KW2737  STATE/COUNTY-  PA/CENTRE
 KW2737  USGS QUAD   -  SPRING MILLS (1984)
 KW2737
 KW2737                         *CURRENT SURVEY CONTROL
 KW2737  ___________________________________________________________________
 KW2737* NAD 83(1986)-  40 45 26.     (N)    077 37 02.     (W)     SCALED    
 KW2737* NAVD 88     -       541.06   (meters)    1775.1    (feet)  RESET     
 KW2737  ___________________________________________________________________
 KW2737  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 KW2737
 KW2737  VERT ORDER  -  THIRD
 KW2737
 KW2737.The horizontal coordinates were scaled from a topographic map and have
 KW2737.an estimated accuracy of +/- 6 seconds.
 KW2737
 KW2737.The orthometric height was computed from unverified reset data.
 KW2737.No vertical observational check was made to the station.
 KW2737
 KW2737.The geoid height was determined by GEOID03.
 KW2737
 KW2737;                    North         East    Units  Estimated Accuracy
 KW2737;SPC PA N     -    65,590.      611,210.      MT  (+/- 180 meters Scaled)
 KW2737
 KW2737                          SUPERSEDED SURVEY CONTROL
 KW2737
 KW2737  NGVD 29 (02/24/03)  541.25   (m)         1775.8    (f) RESET       3  
 KW2737
 KW2737.Superseded values are not recommended for survey control.
 KW2737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2737.See file dsdata.txt to determine how the superseded data were derived.
 KW2737
 KW2737_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL790151(NAD 83)
 KW2737_MARKER: DB = BENCH MARK DISK
 KW2737_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KW2737_SP_SET: HEADWALL
 KW2737_STAMPING: H 152 RESET 1972
 KW2737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2737+STABILITY: SURFACE MOTION
 KW2737
 KW2737  HISTORY     - Date     Condition        Report By
 KW2737  HISTORY     - 1972     MONUMENTED       PADT
 KW2737
 KW2737                          STATION DESCRIPTION
 KW2737
 KW2737'DESCRIBED BY PA DEPT OF TRANSP 1972
 KW2737'2.9 MI SOUTH FROM POTTERS MILLS.
 KW2737'2.9 MILES SOUTH ALONG U.S. HIGHWAY FROM THE JUNCTION OF STATE HIGHWAY
 KW2737'53 IN POTTERS MILLS, APPROXIMATELY 1800 FEET NORTH OF THE
 KW2737'CENTRE-MIFFLIN COUNTY LINE, AND 80.0 FEET NORTHWEST OF
 KW2737'SOUTHBOUND LANE, IN THE THE NORTHWEST CORNER OF HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1874 ***********************************************************************
 KW1874  DESIGNATION -  H 153
 KW1874  PID         -  KW1874
 KW1874  STATE/COUNTY-  PA/PERRY
 KW1874  USGS QUAD   -  NEWPORT (1973)
 KW1874
 KW1874                         *CURRENT SURVEY CONTROL
 KW1874  ___________________________________________________________________
 KW1874* NAD 83(1986)-  40 24 57.     (N)    077 10 46.     (W)     SCALED    
 KW1874* NAVD 88     -       200.861  (meters)     658.99   (feet)  ADJUSTED  
 KW1874  ___________________________________________________________________
 KW1874  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 KW1874  DYNAMIC HT  -         200.762 (meters)     658.67  (feet)  COMP
 KW1874  MODELED GRAV-     980,126.9   (mgal)                       NAVD 88
 KW1874
 KW1874  VERT ORDER  -  SECOND    CLASS 0
 KW1874
 KW1874.The horizontal coordinates were scaled from a topographic map and have
 KW1874.an estimated accuracy of +/- 6 seconds.
 KW1874
 KW1874.The orthometric height was determined by differential leveling
 KW1874.and adjusted by the National Geodetic Survey in June 1991..
 KW1874
 KW1874.The geoid height was determined by GEOID03.
 KW1874
 KW1874.The dynamic height is computed by dividing the NAVD 88
 KW1874.geopotential number by the normal gravity value computed on the
 KW1874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1874.degrees latitude (g = 980.6199 gals.).
 KW1874
 KW1874.The modeled gravity was interpolated from observed gravity values.
 KW1874
 KW1874;                    North         East    Units  Estimated Accuracy
 KW1874;SPC PA S     -   120,350.      648,420.      MT  (+/- 180 meters Scaled)
 KW1874
 KW1874                          SUPERSEDED SURVEY CONTROL
 KW1874
 KW1874  NGVD 29 (??/??/??)  201.082  (m)          659.72   (f) ADJUSTED    2 0
 KW1874
 KW1874.Superseded values are not recommended for survey control.
 KW1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1874.See file dsdata.txt to determine how the superseded data were derived.
 KW1874
 KW1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK150761(NAD 83)
 KW1874_MARKER: DB = BENCH MARK DISK
 KW1874_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1874_SP_SET: CULVERT
 KW1874_STAMPING: H 153 1942
 KW1874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1874
 KW1874  HISTORY     - Date     Condition        Report By
 KW1874  HISTORY     - 1942     MONUMENTED       CGS
 KW1874
 KW1874                          STATION DESCRIPTION
 KW1874
 KW1874'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1874'0.6 MI SE FROM BLOOMFIELD.
 KW1874'0.6 MILE SOUTHEAST ALONG STATE HIGHWAY NO. 34 FROM THE COUNTY
 KW1874'COURT HOUSE AT BLOOMFIELD, SET IN THE CENTER OF THE SOUTH
 KW1874'HEADWALL OF CULVERT NO. 1013 + 20, 24.8 FEET EAST OF THE WEST END
 KW1874'GUARD RAIL POST AT THE INTERSECTION OF THE ROADS, 15 FEET NORTH
 KW1874'OF CENTER-LINE OF THE SIDE ROAD LEADING SOUTHEAST AROUND THE
 KW1874'EDGE OF HILL, 14 FEET SOUTH OF CENTER-LINE OF NO. 34. A STANDARD
 KW1874'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2163 ***********************************************************************
 KW2163  DESIGNATION -  H 153
 KW2163  PID         -  KW2163
 KW2163  STATE/COUNTY-  PA/MIFFLIN
 KW2163  USGS QUAD   -  NEWTON HAMILTON (1971)
 KW2163
 KW2163                         *CURRENT SURVEY CONTROL
 KW2163  ___________________________________________________________________
 KW2163* NAD 83(1986)-  40 26 04.     (N)    077 46 33.     (W)     SCALED    
 KW2163* NAVD 88     -       163.104  (meters)     535.12   (feet)  ADJUSTED  
 KW2163  ___________________________________________________________________
 KW2163  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KW2163  DYNAMIC HT  -         163.022 (meters)     534.85  (feet)  COMP
 KW2163  MODELED GRAV-     980,115.3   (mgal)                       NAVD 88
 KW2163
 KW2163  VERT ORDER  -  FIRST     CLASS I
 KW2163
 KW2163.The horizontal coordinates were scaled from a topographic map and have
 KW2163.an estimated accuracy of +/- 6 seconds.
 KW2163
 KW2163.The orthometric height was determined by differential leveling
 KW2163.and adjusted by the National Geodetic Survey in June 1991..
 KW2163
 KW2163.The geoid height was determined by GEOID03.
 KW2163
 KW2163.The dynamic height is computed by dividing the NAVD 88
 KW2163.geopotential number by the normal gravity value computed on the
 KW2163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2163.degrees latitude (g = 980.6199 gals.).
 KW2163
 KW2163.The modeled gravity was interpolated from observed gravity values.
 KW2163
 KW2163;                    North         East    Units  Estimated Accuracy
 KW2163;SPC PA S     -   122,260.      597,810.      MT  (+/- 180 meters Scaled)
 KW2163
 KW2163                          SUPERSEDED SURVEY CONTROL
 KW2163
 KW2163  NGVD 29 (??/??/??)  163.310  (m)          535.79   (f) ADJUSTED    1 1
 KW2163
 KW2163.Superseded values are not recommended for survey control.
 KW2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2163.See file dsdata.txt to determine how the superseded data were derived.
 KW2163
 KW2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK645796(NAD 83)
 KW2163_MARKER: DB = BENCH MARK DISK
 KW2163_SETTING: 66 = SET IN ROCK OUTCROP
 KW2163_SP_SET: ROCK OUTCROP
 KW2163_STAMPING: H 153 1941
 KW2163_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW2163+STABILITY: POSITION/ELEVATION WELL
 KW2163
 KW2163  HISTORY     - Date     Condition        Report By
 KW2163  HISTORY     - 1941     MONUMENTED       CGS
 KW2163  HISTORY     - 1966     GOOD             CGS
 KW2163
 KW2163                          STATION DESCRIPTION
 KW2163
 KW2163'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2163'5.4 MI SW FROM MC VEYTOWN.
 KW2163'5.4 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM A
 KW2163'CROSSING OF THE RAILROAD AND A PAVED ROAD AT MC VEYTOWN, 3 1/2
 KW2163'RAILS NORTHEAST OF MILEPOST 183, 36 FEET NORTHWEST OF THE
 KW2163'NORTHWEST RAIL OF THE NORTHWEST SET OF TRACKS, 44 FEET WEST OF
 KW2163'A TELEPHONE POLE, SET IN THE CENTER OF THE TOP OF A ROCK OUTCROP,
 KW2163'AND ABOUT 5 FEET BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0914 ***********************************************************************
 KW0914  DESIGNATION -  H 155
 KW0914  PID         -  KW0914
 KW0914  STATE/COUNTY-  PA/DAUPHIN
 KW0914  USGS QUAD   -  STEELTON (1987)
 KW0914
 KW0914                         *CURRENT SURVEY CONTROL
 KW0914  ___________________________________________________________________
 KW0914* NAD 83(1986)-  40 12 50.     (N)    076 48 10.     (W)     SCALED    
 KW0914* NAVD 88     -       101.697  (meters)     333.65   (feet)  ADJUSTED  
 KW0914  ___________________________________________________________________
 KW0914  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 KW0914  DYNAMIC HT  -         101.645 (meters)     333.48  (feet)  COMP
 KW0914  MODELED GRAV-     980,113.4   (mgal)                       NAVD 88
 KW0914
 KW0914  VERT ORDER  -  FIRST     CLASS II
 KW0914
 KW0914.The horizontal coordinates were scaled from a topographic map and have
 KW0914.an estimated accuracy of +/- 6 seconds.
 KW0914
 KW0914.The orthometric height was determined by differential leveling
 KW0914.and adjusted by the National Geodetic Survey in June 1991..
 KW0914
 KW0914.The geoid height was determined by GEOID03.
 KW0914
 KW0914.The dynamic height is computed by dividing the NAVD 88
 KW0914.geopotential number by the normal gravity value computed on the
 KW0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0914.degrees latitude (g = 980.6199 gals.).
 KW0914
 KW0914.The modeled gravity was interpolated from observed gravity values.
 KW0914
 KW0914;                    North         East    Units  Estimated Accuracy
 KW0914;SPC PA S     -    98,210.      680,630.      MT  (+/- 180 meters Scaled)
 KW0914
 KW0914                          SUPERSEDED SURVEY CONTROL
 KW0914
 KW0914  NGVD 29 (??/??/??)  101.922  (m)          334.39   (f) ADJUSTED    1 2
 KW0914
 KW0914.Superseded values are not recommended for survey control.
 KW0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0914.See file dsdata.txt to determine how the superseded data were derived.
 KW0914
 KW0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK465530(NAD 83)
 KW0914_MARKER: DB = BENCH MARK DISK
 KW0914_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0914_SP_SET: STEP
 KW0914_STAMPING: H 155 1942
 KW0914_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0914
 KW0914  HISTORY     - Date     Condition        Report By
 KW0914  HISTORY     - 1942     MONUMENTED       CGS
 KW0914  HISTORY     - 1960     GOOD             CGS
 KW0914  HISTORY     - 1979     MARK NOT FOUND   NGS
 KW0914  HISTORY     - 20020606 MARK NOT FOUND   PADT
 KW0914
 KW0914                          STATION DESCRIPTION
 KW0914
 KW0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0914'2.6 MI SE FROM STEELTON.
 KW0914'ABOUT 2.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 230 FROM THE
 KW0914'STEELTON BANK AND TRUST CO. BUILDING AT STEELTON, DAUPHIN
 KW0914'COUNTY, AT A LARGE 3-STORY BRICK BUILDING, 7 FEET WEST OF THE
 KW0914'CENTER LINE OF THE FRONT ENTRANCE, IN THE NORTHEAST CORNER OF
 KW0914'THE WEST STEP WALL, 90 FEET SOUTH OF THE CENTER LINE OF THE
 KW0914'HIGHWAY, AND ABOUT 2 FEET HIGHER THAN THE GROUND.  A STANDARD
 KW0914'DISK, STAMPED H 155 1942.
 KW0914
 KW0914                          STATION RECOVERY (1960)
 KW0914
 KW0914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KW0914'RECOVERED IN GOOD CONDITION.
 KW0914
 KW0914                          STATION RECOVERY (1979)
 KW0914
 KW0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW0914'NOTE, BUILDING IS NOW GONE.
 KW0914
 KW0914                          STATION RECOVERY (2002)
 KW0914
 KW0914'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (LJM)
 KW0914'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3356 ***********************************************************************
 JV3356  DESIGNATION -  H 156
 JV3356  PID         -  JV3356
 JV3356  STATE/COUNTY-  PA/FRANKLIN
 JV3356  USGS QUAD   -  SCOTLAND (1990)
 JV3356
 JV3356                         *CURRENT SURVEY CONTROL
 JV3356  ___________________________________________________________________
 JV3356* NAD 83(1986)-  39 55 00.     (N)    077 31 21.     (W)     SCALED    
 JV3356* NAVD 88     -       266.030  (meters)     872.80   (feet)  ADJUSTED  
 JV3356  ___________________________________________________________________
 JV3356  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 JV3356  DYNAMIC HT  -         265.870 (meters)     872.28  (feet)  COMP
 JV3356  MODELED GRAV-     980,020.8   (mgal)                       NAVD 88
 JV3356
 JV3356  VERT ORDER  -  SECOND    CLASS 0
 JV3356
 JV3356.The horizontal coordinates were scaled from a topographic map and have
 JV3356.an estimated accuracy of +/- 6 seconds.
 JV3356
 JV3356.The orthometric height was determined by differential leveling
 JV3356.and adjusted by the National Geodetic Survey in June 1991..
 JV3356
 JV3356.The geoid height was determined by GEOID03.
 JV3356
 JV3356.The dynamic height is computed by dividing the NAVD 88
 JV3356.geopotential number by the normal gravity value computed on the
 JV3356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3356.degrees latitude (g = 980.6199 gals.).
 JV3356
 JV3356.The modeled gravity was interpolated from observed gravity values.
 JV3356
 JV3356;                    North         East    Units  Estimated Accuracy
 JV3356;SPC PA S     -    64,800.      619,450.      MT  (+/- 180 meters Scaled)
 JV3356
 JV3356                          SUPERSEDED SURVEY CONTROL
 JV3356
 JV3356  NGVD 29 (??/??/??)  266.205  (m)          873.37   (f) ADJUSTED    2 0
 JV3356
 JV3356.Superseded values are not recommended for survey control.
 JV3356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3356.See file dsdata.txt to determine how the superseded data were derived.
 JV3356
 JV3356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK844215(NAD 83)
 JV3356_MARKER: DB = BENCH MARK DISK
 JV3356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3356_STAMPING: H 156 1942
 JV3356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3356+STABILITY: SURFACE MOTION
 JV3356
 JV3356  HISTORY     - Date     Condition        Report By
 JV3356  HISTORY     - 1942     MONUMENTED       CGS
 JV3356
 JV3356                          STATION DESCRIPTION
 JV3356
 JV3356'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3356'2.2 MI SE FROM SCOTLAND.
 JV3356'2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 997 FROM THE POST OFFICE
 JV3356'AT SCOTLAND, FRANKLIN COUNTY, THENCE 3.2 MILES SOUTHEAST ALONG A
 JV3356'BLACK-TOP ROAD LEADING FROM THE HIGHWAY TO BLACK GAP, IN THE
 JV3356'NORTHEAST EDGE OF AN APPLE ORCHARD, AT THE INTERSECTION OF THE
 JV3356'BLACK-TOP ROAD AND A PRIVATE ROAD LEADING SOUTHWEST INTO THE
 JV3356'ORCHARD, 22 FEET SOUTHWEST OF THE CENTERLINE OF THE BLACK TOP
 JV3356'ROAD, 10 FEET SOUTHEAST OF THE CENTERLINE OF THE PRIVATE ROAD, AND
 JV3356'1.8 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 JV3356'DISK, STAMPED H 156 1942 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3378 ***********************************************************************
 JV3378  DESIGNATION -  H 157
 JV3378  PID         -  JV3378
 JV3378  STATE/COUNTY-  PA/FRANKLIN
 JV3378  USGS QUAD   -  WAYNESBORO (1990)
 JV3378
 JV3378                         *CURRENT SURVEY CONTROL
 JV3378  ___________________________________________________________________
 JV3378* NAD 83(1986)-  39 45 36.     (N)    077 34 23.     (W)     SCALED    
 JV3378* NAVD 88     -       237.234  (meters)     778.33   (feet)  ADJUSTED  
 JV3378  ___________________________________________________________________
 JV3378  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JV3378  DYNAMIC HT  -         237.096 (meters)     777.87  (feet)  COMP
 JV3378  MODELED GRAV-     980,041.9   (mgal)                       NAVD 88
 JV3378
 JV3378  VERT ORDER  -  SECOND    CLASS 0
 JV3378
 JV3378.The horizontal coordinates were scaled from a topographic map and have
 JV3378.an estimated accuracy of +/- 6 seconds.
 JV3378
 JV3378.The orthometric height was determined by differential leveling
 JV3378.and adjusted by the National Geodetic Survey in June 1991..
 JV3378
 JV3378.The geoid height was determined by GEOID03.
 JV3378
 JV3378.The dynamic height is computed by dividing the NAVD 88
 JV3378.geopotential number by the normal gravity value computed on the
 JV3378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3378.degrees latitude (g = 980.6199 gals.).
 JV3378
 JV3378.The modeled gravity was interpolated from observed gravity values.
 JV3378
 JV3378;                    North         East    Units  Estimated Accuracy
 JV3378;SPC PA S     -    47,390.      615,160.      MT  (+/- 180 meters Scaled)
 JV3378
 JV3378                          SUPERSEDED SURVEY CONTROL
 JV3378
 JV3378  NGVD 29 (??/??/??)  237.412  (m)          778.91   (f) ADJUSTED    2 0
 JV3378
 JV3378.Superseded values are not recommended for survey control.
 JV3378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3378.See file dsdata.txt to determine how the superseded data were derived.
 JV3378
 JV3378_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK795042(NAD 83)
 JV3378_MARKER: DB = BENCH MARK DISK
 JV3378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV3378_SP_SET: CULVERT
 JV3378_STAMPING: H 157 1942
 JV3378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV3378
 JV3378  HISTORY     - Date     Condition        Report By
 JV3378  HISTORY     - 1942     MONUMENTED       CGS
 JV3378  HISTORY     - 19900903 MARK NOT FOUND   USGS
 JV3378
 JV3378                          STATION DESCRIPTION
 JV3378
 JV3378'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3378'0.6 MI N FROM WAYNESBORO.
 JV3378'0.6 MILE NORTH ALONG STATE HIGHWAY 997 FROM THE POST OFFICE AT
 JV3378'WAYNESBORO, FRANKLIN COUNTY, 0.1 MILE NORTH OF AN ATLANTIC
 JV3378'SERVICE STATION, IN THE SOUTHEAST HEADWALL OF A 36-INCH PIPE
 JV3378'CULVERT UNDER THE HIGHWAY, 14 FEET SOUTHEAST OF THE CENTERLINE OF
 JV3378'THE HIGHWAY, AND 2.9 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 JV3378'HEADWALL.  A STANDARD DISK, STAMPED H 157 1942.
 JV3378
 JV3378                          STATION RECOVERY (1990)
 JV3378
 JV3378'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (BJS)
 JV3378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3430 ***********************************************************************
 JV3430  DESIGNATION -  H 158 PADH
 JV3430  PID         -  JV3430
 JV3430  STATE/COUNTY-  PA/FRANKLIN
 JV3430  USGS QUAD   -  SMITHSBURG (1994)
 JV3430
 JV3430                         *CURRENT SURVEY CONTROL
 JV3430  ___________________________________________________________________
 JV3430* NAD 83(1986)-  39 44 43.     (N)    077 33 26.     (W)     SCALED    
 JV3430* NAVD 88     -       188.957  (meters)     619.94   (feet)  ADJUSTED  
 JV3430  ___________________________________________________________________
 JV3430  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 JV3430  DYNAMIC HT  -         188.847 (meters)     619.58  (feet)  COMP
 JV3430  MODELED GRAV-     980,041.9   (mgal)                       NAVD 88
 JV3430
 JV3430  VERT ORDER  -  SECOND    CLASS 0
 JV3430
 JV3430.The horizontal coordinates were scaled from a topographic map and have
 JV3430.an estimated accuracy of +/- 6 seconds.
 JV3430
 JV3430.The orthometric height was determined by differential leveling
 JV3430.and adjusted by the National Geodetic Survey in June 1991..
 JV3430
 JV3430.The geoid height was determined by GEOID03.
 JV3430
 JV3430.The dynamic height is computed by dividing the NAVD 88
 JV3430.geopotential number by the normal gravity value computed on the
 JV3430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3430.degrees latitude (g = 980.6199 gals.).
 JV3430
 JV3430.The modeled gravity was interpolated from observed gravity values.
 JV3430
 JV3430;                    North         East    Units  Estimated Accuracy
 JV3430;SPC PA S     -    45,760.      616,520.      MT  (+/- 180 meters Scaled)
 JV3430
 JV3430                          SUPERSEDED SURVEY CONTROL
 JV3430
 JV3430  NGVD 29 (??/??/??)  189.132  (m)          620.51   (f) ADJUSTED    2 0
 JV3430
 JV3430.Superseded values are not recommended for survey control.
 JV3430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3430.See file dsdata.txt to determine how the superseded data were derived.
 JV3430
 JV3430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK808026(NAD 83)
 JV3430_MARKER: DD = SURVEY DISK
 JV3430_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3430_SP_SET: BRIDGE
 JV3430_STAMPING: H 158 1942
 JV3430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV3430+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2004
 JV3430
 JV3430  HISTORY     - Date     Condition        Report By
 JV3430  HISTORY     - 1942     MONUMENTED       PADH
 JV3430  HISTORY     - 1942     GOOD             CGS
 JV3430  HISTORY     - 20041024 GOOD             GEOCAC
 JV3430
 JV3430                          STATION DESCRIPTION
 JV3430
 JV3430'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3430'1.4 MI SE FROM WAYNESBORO.
 JV3430'1.4 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE
 JV3430'AT WAYNESBORO, FRANKLIN COUNTY, AT THE INTERSECTION OF THE
 JV3430'HIGHWAY AND A GRAVEL ROAD LEADING NORTHEAST, IN THE EAST WINGWALL
 JV3430'OF A CONCRETE BRIDGE UNDER THE HIGHWAY, 48 FEET SOUTHEAST OF THE
 JV3430'CENTERLINE OF THE GRAVEL ROAD, AND 18 FEET NORTHEAST OF THE
 JV3430'CENTERLINE OF THE HIGHWAY.  A PENNSYLVANIA STATE HIGHWAY DEPARTMENT
 JV3430'STANDARD DISK, STAMPED H 158 1942.
 JV3430
 JV3430                          STATION RECOVERY (2004)
 JV3430
 JV3430'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 JV3430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2095 ***********************************************************************
 KW2095  DESIGNATION -  H 159
 KW2095  PID         -  KW2095
 KW2095  STATE/COUNTY-  PA/CUMBERLAND
 KW2095  USGS QUAD   -  WALNUT BOTTOM (1977)
 KW2095
 KW2095                         *CURRENT SURVEY CONTROL
 KW2095  ___________________________________________________________________
 KW2095* NAD 83(1986)-  40 00 37.     (N)    077 27 43.     (W)     SCALED    
 KW2095* NAVD 88     -       328.053  (meters)    1076.29   (feet)  ADJUSTED  
 KW2095  ___________________________________________________________________
 KW2095  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 KW2095  DYNAMIC HT  -         327.858 (meters)    1075.65  (feet)  COMP
 KW2095  MODELED GRAV-     980,022.8   (mgal)                       NAVD 88
 KW2095
 KW2095  VERT ORDER  -  SECOND    CLASS 0
 KW2095
 KW2095.The horizontal coordinates were scaled from a topographic map and have
 KW2095.an estimated accuracy of +/- 6 seconds.
 KW2095
 KW2095.The orthometric height was determined by differential leveling
 KW2095.and adjusted by the National Geodetic Survey in June 1991..
 KW2095
 KW2095.The geoid height was determined by GEOID03.
 KW2095
 KW2095.The dynamic height is computed by dividing the NAVD 88
 KW2095.geopotential number by the normal gravity value computed on the
 KW2095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2095.degrees latitude (g = 980.6199 gals.).
 KW2095
 KW2095.The modeled gravity was interpolated from observed gravity values.
 KW2095
 KW2095;                    North         East    Units  Estimated Accuracy
 KW2095;SPC PA S     -    75,200.      624,590.      MT  (+/- 180 meters Scaled)
 KW2095
 KW2095                          SUPERSEDED SURVEY CONTROL
 KW2095
 KW2095  NGVD 29 (??/??/??)  328.234  (m)         1076.88   (f) ADJUSTED    2 0
 KW2095
 KW2095.Superseded values are not recommended for survey control.
 KW2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2095.See file dsdata.txt to determine how the superseded data were derived.
 KW2095
 KW2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK898318(NAD 83)
 KW2095_MARKER: DB = BENCH MARK DISK
 KW2095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2095_SP_SET: RESERVIOR WALL
 KW2095_STAMPING: H 159 1942
 KW2095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2095
 KW2095  HISTORY     - Date     Condition        Report By
 KW2095  HISTORY     - 1942     MONUMENTED       CGS
 KW2095  HISTORY     - 1952     GOOD             CGS
 KW2095
 KW2095                          STATION DESCRIPTION
 KW2095
 KW2095'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KW2095'5.2 MI SE FROM SHIPPENSBURG.
 KW2095'0.2 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE FIRST
 KW2095'NATIONAL BANK AT SHIPPENSBURG, CUMBERLAND COUNTY, THENCE 0.7
 KW2095'MILE EAST ALONG THE READING COMPANY RAILWAY, THENCE 1.9 MILES
 KW2095'SOUTHEAST ALONG PAVED ROAD 21006, AND THENCE 2.4 MILES SOUTHEAST
 KW2095'ALONG THE SHIPPENSBURG ROAD, IN THE TOP OF THE CONCRETE WALL
 KW2095'ON THE NORTHEAST SIDE OF THE SHIPPENSBURG RESERVOIR, AND 35
 KW2095'FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 KW2095'STAMPED H 159 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2306 ***********************************************************************
 KW2306  DESIGNATION -  H 16
 KW2306  PID         -  KW2306
 KW2306  STATE/COUNTY-  PA/CENTRE
 KW2306  USGS QUAD   -  MINGOVILLE (1983)
 KW2306
 KW2306                         *CURRENT SURVEY CONTROL
 KW2306  ___________________________________________________________________
 KW2306* NAD 83(1986)-  40 58 05.     (N)    077 44 56.     (W)     SCALED    
 KW2306* NAVD 88     -       204.911  (meters)     672.28   (feet)  ADJUSTED  
 KW2306  ___________________________________________________________________
 KW2306  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KW2306  DYNAMIC HT  -         204.814 (meters)     671.96  (feet)  COMP
 KW2306  MODELED GRAV-     980,143.6   (mgal)                       NAVD 88
 KW2306
 KW2306  VERT ORDER  -  FIRST     CLASS II
 KW2306
 KW2306.The horizontal coordinates were scaled from a topographic map and have
 KW2306.an estimated accuracy of +/- 6 seconds.
 KW2306
 KW2306.The orthometric height was determined by differential leveling
 KW2306.and adjusted by the National Geodetic Survey in June 1991..
 KW2306
 KW2306.The geoid height was determined by GEOID03.
 KW2306
 KW2306.The dynamic height is computed by dividing the NAVD 88
 KW2306.geopotential number by the normal gravity value computed on the
 KW2306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2306.degrees latitude (g = 980.6199 gals.).
 KW2306
 KW2306.The modeled gravity was interpolated from observed gravity values.
 KW2306
 KW2306;                    North         East    Units  Estimated Accuracy
 KW2306;SPC PA N     -    89,000.      600,090.      MT  (+/- 180 meters Scaled)
 KW2306
 KW2306                          SUPERSEDED SURVEY CONTROL
 KW2306
 KW2306  NGVD 29 (??/??/??)  205.117  (m)          672.95   (f) ADJUSTED    1 2
 KW2306
 KW2306.Superseded values are not recommended for survey control.
 KW2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2306.See file dsdata.txt to determine how the superseded data were derived.
 KW2306
 KW2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL686388(NAD 83)
 KW2306_MARKER: DB = BENCH MARK DISK
 KW2306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2306_STAMPING: H 16 1934
 KW2306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2306+STABILITY: SURFACE MOTION
 KW2306
 KW2306  HISTORY     - Date     Condition        Report By
 KW2306  HISTORY     - 1934     MONUMENTED       CGS
 KW2306  HISTORY     - 1972     GOOD             PADT
 KW2306
 KW2306                          STATION DESCRIPTION
 KW2306
 KW2306'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW2306'0.6 MI W FROM CURTIN.
 KW2306'0.6 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM CURTIN,
 KW2306'CENTRE COUNTY, AT 400-FOOT SPAN BRIDGE 33.84 OVER BALD EAGLE
 KW2306'CREEK, IN THE TOP OF THE WEST ABUTMENT, 1 FOOT NORTH OF THE SOUTH
 KW2306'END, AND 2 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED
 KW2306'H 16 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KW2306
 KW2306                          STATION RECOVERY (1972)
 KW2306
 KW2306'RECOVERY NOTE BY PA DEPT OF TRANSP 1972
 KW2306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1616 ***********************************************************************
 JV1616  DESIGNATION -  H 160
 JV1616  PID         -  JV1616
 JV1616  STATE/COUNTY-  PA/YORK
 JV1616  USGS QUAD   -  ABBOTTSTOWN (1981)
 JV1616
 JV1616                         *CURRENT SURVEY CONTROL
 JV1616  ___________________________________________________________________
 JV1616* NAD 83(1986)-  39 59 10.     (N)    076 53 42.     (W)     SCALED    
 JV1616* NAVD 88     -       122.127  (meters)     400.68   (feet)  ADJUSTED  
 JV1616  ___________________________________________________________________
 JV1616  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 JV1616  DYNAMIC HT  -         122.063 (meters)     400.47  (feet)  COMP
 JV1616  MODELED GRAV-     980,101.0   (mgal)                       NAVD 88
 JV1616
 JV1616  VERT ORDER  -  SECOND    CLASS 0
 JV1616
 JV1616.The horizontal coordinates were scaled from a topographic map and have
 JV1616.an estimated accuracy of +/- 6 seconds.
 JV1616
 JV1616.The orthometric height was determined by differential leveling
 JV1616.and adjusted by the National Geodetic Survey in June 1991..
 JV1616
 JV1616.The geoid height was determined by GEOID03.
 JV1616
 JV1616.The dynamic height is computed by dividing the NAVD 88
 JV1616.geopotential number by the normal gravity value computed on the
 JV1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1616.degrees latitude (g = 980.6199 gals.).
 JV1616
 JV1616.The modeled gravity was interpolated from observed gravity values.
 JV1616
 JV1616;                    North         East    Units  Estimated Accuracy
 JV1616;SPC PA S     -    72,830.      673,030.      MT  (+/- 180 meters Scaled)
 JV1616
 JV1616                          SUPERSEDED SURVEY CONTROL
 JV1616
 JV1616  NGVD 29 (??/??/??)  122.349  (m)          401.41   (f) ADJUSTED    2 0
 JV1616
 JV1616.Superseded values are not recommended for survey control.
 JV1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1616.See file dsdata.txt to determine how the superseded data were derived.
 JV1616
 JV1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK382279(NAD 83)
 JV1616_MARKER: DB = BENCH MARK DISK
 JV1616_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1616_SP_SET: BRIDGE
 JV1616_STAMPING: H-160 1942
 JV1616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1616
 JV1616  HISTORY     - Date     Condition        Report By
 JV1616  HISTORY     - 1942     MONUMENTED       CGS
 JV1616  HISTORY     - 1953     MARK NOT FOUND   USGS
 JV1616  HISTORY     - 20060427 MARK NOT FOUND   GEOCAC
 JV1616
 JV1616                          STATION DESCRIPTION
 JV1616
 JV1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1616'6 MI SE FROM WELLSVILLE.
 JV1616'1 MILE SOUTH ALONG HIGHWAY NO. 294 FROM THE HIGH SCHOOL AT
 JV1616'WELLSVILLE, THENCE, 3.2 MILES SOUTH-EAST ALONG ROAD NO. 66034,
 JV1616'THENCE, 1.8 MILES SOUTH-EAST ALONG ROAD NO. 66007, ABOUT 0.1 MILE
 JV1616'NORTH-WEST OF DAVIDSBURG, 8.5 FT. SOUTH-WEST OF THE CENTER LINE
 JV1616'OF ROAD NO. 66007, SET IN THE SOUTH-WEST END OF THE FLOOR SLAB OF
 JV1616'A CONCRETE BRIDGE.  STAMPED H 160 1942.
 JV1616
 JV1616                          STATION RECOVERY (1953)
 JV1616
 JV1616'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 JV1616'MARK NOT FOUND.
 JV1616
 JV1616                          STATION RECOVERY (2006)
 JV1616
 JV1616'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 JV1616'BRIDGE HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2064 ***********************************************************************
 JV2064  DESIGNATION -  H 161
 JV2064  PID         -  JV2064
 JV2064  STATE/COUNTY-  PA/ADAMS
 JV2064  USGS QUAD   -  HAMPTON (1990)
 JV2064
 JV2064                         *CURRENT SURVEY CONTROL
 JV2064  ___________________________________________________________________
 JV2064* NAD 83(1986)-  39 55 54.     (N)    077 03 35.     (W)     SCALED    
 JV2064* NAVD 88     -       162.861  (meters)     534.32   (feet)  ADJUSTED  
 JV2064  ___________________________________________________________________
 JV2064  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JV2064  DYNAMIC HT  -         162.774 (meters)     534.03  (feet)  COMP
 JV2064  MODELED GRAV-     980,091.7   (mgal)                       NAVD 88
 JV2064
 JV2064  VERT ORDER  -  SECOND    CLASS 0
 JV2064
 JV2064.The horizontal coordinates were scaled from a topographic map and have
 JV2064.an estimated accuracy of +/- 6 seconds.
 JV2064
 JV2064.The orthometric height was determined by differential leveling
 JV2064.and adjusted by the National Geodetic Survey in June 1991..
 JV2064
 JV2064.The geoid height was determined by GEOID03.
 JV2064
 JV2064.The dynamic height is computed by dividing the NAVD 88
 JV2064.geopotential number by the normal gravity value computed on the
 JV2064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2064.degrees latitude (g = 980.6199 gals.).
 JV2064
 JV2064.The modeled gravity was interpolated from observed gravity values.
 JV2064
 JV2064;                    North         East    Units  Estimated Accuracy
 JV2064;SPC PA S     -    66,670.      659,000.      MT  (+/- 180 meters Scaled)
 JV2064
 JV2064                          SUPERSEDED SURVEY CONTROL
 JV2064
 JV2064  NGVD 29 (??/??/??)  163.064  (m)          534.99   (f) ADJUSTED    2 0
 JV2064
 JV2064.Superseded values are not recommended for survey control.
 JV2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2064.See file dsdata.txt to determine how the superseded data were derived.
 JV2064
 JV2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK240222(NAD 83)
 JV2064_MARKER: DB = BENCH MARK DISK
 JV2064_SETTING: 66 = SET IN ROCK OUTCROP
 JV2064_SP_SET: ROCK OUTCROP
 JV2064_STAMPING: H 161 1942
 JV2064_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV2064+STABILITY: POSITION/ELEVATION WELL
 JV2064
 JV2064  HISTORY     - Date     Condition        Report By
 JV2064  HISTORY     - 1942     MONUMENTED       CGS
 JV2064  HISTORY     - 19900730 MARK NOT FOUND   USGS
 JV2064
 JV2064                          STATION DESCRIPTION
 JV2064
 JV2064'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV2064'0.2 MI N FROM HAMPTON.
 JV2064'ABOUT 0.2 MILE NORTH ALONG HIGHWAY NO. 94 FROM THE POST OFFICE
 JV2064'AT HAMPTON, 64 FT. WEST OF THE CENTER LINE OF HIGHWAY NO. 94,
 JV2064'ABOUT 140 NORTH OF A 2-STORY FRAME HOUSE, 61 FT. NORTH-WEST OF
 JV2064'A FENCE CORNER, A STANDARD DISK SET IN A LARGE ROCK OUTCROP, IN
 JV2064'A PASTURE.
 JV2064
 JV2064                          STATION RECOVERY (1990)
 JV2064
 JV2064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (CDL)
 JV2064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1630 ***********************************************************************
 JV1630  DESIGNATION -  H 162
 JV1630  PID         -  JV1630
 JV1630  STATE/COUNTY-  PA/YORK
 JV1630  USGS QUAD   -  ABBOTTSTOWN (1981)
 JV1630
 JV1630                         *CURRENT SURVEY CONTROL
 JV1630  ___________________________________________________________________
 JV1630* NAD 83(1986)-  39 56 16.     (N)    076 54 30.     (W)     SCALED    
 JV1630* NAVD 88     -       154.565  (meters)     507.10   (feet)  ADJUSTED  
 JV1630  ___________________________________________________________________
 JV1630  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JV1630  DYNAMIC HT  -         154.484 (meters)     506.84  (feet)  COMP
 JV1630  MODELED GRAV-     980,099.7   (mgal)                       NAVD 88
 JV1630
 JV1630  VERT ORDER  -  SECOND    CLASS 0
 JV1630
 JV1630.The horizontal coordinates were scaled from a topographic map and have
 JV1630.an estimated accuracy of +/- 6 seconds.
 JV1630
 JV1630.The orthometric height was determined by differential leveling
 JV1630.and adjusted by the National Geodetic Survey in June 1991..
 JV1630
 JV1630.The geoid height was determined by GEOID03.
 JV1630
 JV1630.The dynamic height is computed by dividing the NAVD 88
 JV1630.geopotential number by the normal gravity value computed on the
 JV1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1630.degrees latitude (g = 980.6199 gals.).
 JV1630
 JV1630.The modeled gravity was interpolated from observed gravity values.
 JV1630
 JV1630;                    North         East    Units  Estimated Accuracy
 JV1630;SPC PA S     -    67,460.      671,940.      MT  (+/- 180 meters Scaled)
 JV1630
 JV1630                          SUPERSEDED SURVEY CONTROL
 JV1630
 JV1630  NGVD 29 (??/??/??)  154.786  (m)          507.83   (f) ADJUSTED    2 0
 JV1630
 JV1630.Superseded values are not recommended for survey control.
 JV1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1630.See file dsdata.txt to determine how the superseded data were derived.
 JV1630
 JV1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK369225(NAD 83)
 JV1630_MARKER: DB = BENCH MARK DISK
 JV1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1630_STAMPING: H-162 1942
 JV1630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1630+STABILITY: SURFACE MOTION
 JV1630
 JV1630  HISTORY     - Date     Condition        Report By
 JV1630  HISTORY     - 1942     MONUMENTED       CGS
 JV1630
 JV1630                          STATION DESCRIPTION
 JV1630
 JV1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1630'4.1 MI E FROM EAST BERLIN.
 JV1630'4.1 MILES EAST ALONG HIGHWAY NO. 234 FROM THE POST-OFFICE AT
 JV1630'EAST BERLIN, 146 FT. EAST OF A LARGE BARN, 29 FT. SOUTH-EAST OF
 JV1630'A 10-INCH APPLE TREE, 21 FT. SOUTH OF THE CENTER LINE OF HIGHWAY
 JV1630'234, 1.0 FT. NORTH OF A WHITE POST STENCILED U.S.B.M., A STANDARD
 JV1630'DISK SET IN A CONCRETE POST, IN THE NORTH-WEST CORNER OF A BERRY
 JV1630'PATCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2040 ***********************************************************************
 KW2040  DESIGNATION -  H 163
 KW2040  PID         -  KW2040
 KW2040  STATE/COUNTY-  PA/ADAMS
 KW2040  USGS QUAD   -  DILLSBURG (1984)
 KW2040
 KW2040                         *CURRENT SURVEY CONTROL
 KW2040  ___________________________________________________________________
 KW2040* NAD 83(1986)-  40 02 09.     (N)    077 06 49.     (W)     SCALED    
 KW2040* NAVD 88     -       170.302  (meters)     558.73   (feet)  ADJUSTED  
 KW2040  ___________________________________________________________________
 KW2040  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 KW2040  DYNAMIC HT  -         170.211 (meters)     558.43  (feet)  COMP
 KW2040  MODELED GRAV-     980,091.0   (mgal)                       NAVD 88
 KW2040
 KW2040  VERT ORDER  -  SECOND    CLASS 0
 KW2040
 KW2040.The horizontal coordinates were scaled from a topographic map and have
 KW2040.an estimated accuracy of +/- 6 seconds.
 KW2040
 KW2040.The orthometric height was determined by differential leveling
 KW2040.and adjusted by the National Geodetic Survey in June 1991..
 KW2040
 KW2040.The geoid height was determined by GEOID03.
 KW2040
 KW2040.The dynamic height is computed by dividing the NAVD 88
 KW2040.geopotential number by the normal gravity value computed on the
 KW2040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2040.degrees latitude (g = 980.6199 gals.).
 KW2040
 KW2040.The modeled gravity was interpolated from observed gravity values.
 KW2040
 KW2040;                    North         East    Units  Estimated Accuracy
 KW2040;SPC PA S     -    78,200.      654,310.      MT  (+/- 180 meters Scaled)
 KW2040
 KW2040                          SUPERSEDED SURVEY CONTROL
 KW2040
 KW2040  NGVD 29 (??/??/??)  170.495  (m)          559.37   (f) ADJUSTED    2 0
 KW2040
 KW2040.Superseded values are not recommended for survey control.
 KW2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2040.See file dsdata.txt to determine how the superseded data were derived.
 KW2040
 KW2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK196338(NAD 83)
 KW2040_MARKER: DB = BENCH MARK DISK
 KW2040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2040_STAMPING: H 163 1942
 KW2040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2040+STABILITY: SURFACE MOTION
 KW2040
 KW2040  HISTORY     - Date     Condition        Report By
 KW2040  HISTORY     - 1942     MONUMENTED       CGS
 KW2040  HISTORY     - 1952     GOOD             CGS
 KW2040  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 KW2040
 KW2040                          STATION DESCRIPTION
 KW2040
 KW2040'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW2040'5.6 MI E FROM GOODYEAR.
 KW2040'ABOUT 2.1 MILES EAST ALONG ROAD NO. 21030 FROM THE READING CO.
 KW2040'RAILROAD STATION AT GOODYEAR, THENCE, ABOUT 2.4 MILES EAST ALONG
 KW2040'ROAD NO. 01012, THENCE, ABOUT 1.0 MILE EAST AND SOUTH ALONG A
 KW2040'COUNTRY ROAD, THENCE, ABOUT 0.1 MILE SOUTH-EAST ALONG ROAD NO.
 KW2040'01009, 18 FT. SOUTH-WEST OF THE CENTER LINE OF ROAD NO. 01009,
 KW2040'17 FT. SOUTHEAST OF A FENCE CORNER, 1.0 FT. NORTH-EAST OF A
 KW2040'WHITE POST STENCILED U.S.B.M., A STANDARD DISK SET IN A CONCRETE
 KW2040'POST IN THE NORTH-EAST CORNER OF A FIELD, WHICH IS ABOUT 0.1 MILE
 KW2040'SOUTH-EAST OF AN OLD STONE MILL.
 KW2040
 KW2040                          STATION RECOVERY (1952)
 KW2040
 KW2040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 KW2040'RECOVERED IN GOOD CONDITION.
 KW2040
 KW2040                          STATION RECOVERY (1979)
 KW2040
 KW2040'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 KW2040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2091 ***********************************************************************
 KW2091  DESIGNATION -  H 164
 KW2091  PID         -  KW2091
 KW2091  STATE/COUNTY-  PA/CUMBERLAND
 KW2091  USGS QUAD   -  DICKINSON (1977)
 KW2091
 KW2091                         *CURRENT SURVEY CONTROL
 KW2091  ___________________________________________________________________
 KW2091* NAD 83(1986)-  40 01 32.     (N)    077 19 15.     (W)     SCALED    
 KW2091* NAVD 88     -       281.017  (meters)     921.97   (feet)  ADJUSTED  
 KW2091  ___________________________________________________________________
 KW2091  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 KW2091  DYNAMIC HT  -         280.858 (meters)     921.45  (feet)  COMP
 KW2091  MODELED GRAV-     980,052.9   (mgal)                       NAVD 88
 KW2091
 KW2091  VERT ORDER  -  SECOND    CLASS 0
 KW2091
 KW2091.The horizontal coordinates were scaled from a topographic map and have
 KW2091.an estimated accuracy of +/- 6 seconds.
 KW2091
 KW2091.The orthometric height was determined by differential leveling
 KW2091.and adjusted by the National Geodetic Survey in June 1991..
 KW2091
 KW2091.The geoid height was determined by GEOID03.
 KW2091
 KW2091.The dynamic height is computed by dividing the NAVD 88
 KW2091.geopotential number by the normal gravity value computed on the
 KW2091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2091.degrees latitude (g = 980.6199 gals.).
 KW2091
 KW2091.The modeled gravity was interpolated from observed gravity values.
 KW2091
 KW2091;                    North         East    Units  Estimated Accuracy
 KW2091;SPC PA S     -    76,950.      636,630.      MT  (+/- 180 meters Scaled)
 KW2091
 KW2091                          SUPERSEDED SURVEY CONTROL
 KW2091
 KW2091  NGVD 29 (??/??/??)  281.208  (m)          922.60   (f) ADJUSTED    2 0
 KW2091
 KW2091.Superseded values are not recommended for survey control.
 KW2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2091.See file dsdata.txt to determine how the superseded data were derived.
 KW2091
 KW2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK019331(NAD 83)
 KW2091_MARKER: DB = BENCH MARK DISK
 KW2091_SETTING: 66 = SET IN ROCK OUTCROP
 KW2091_SP_SET: ROCK OUTCROP
 KW2091_STAMPING: H 164 1942
 KW2091_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW2091+STABILITY: POSITION/ELEVATION WELL
 KW2091
 KW2091  HISTORY     - Date     Condition        Report By
 KW2091  HISTORY     - 1942     MONUMENTED       CGS
 KW2091  HISTORY     - 1952     GOOD             CGS
 KW2091  HISTORY     - 20060319 GOOD             GEOCAC
 KW2091
 KW2091                          STATION DESCRIPTION
 KW2091
 KW2091'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KW2091'0.9 MI SW FROM PINE GROVE FURNACE.
 KW2091'IN ADAMS COUNTY, 0.9 MILE SOUTHWEST ALONG STATE HIGHWAY 233 FROM
 KW2091'THE POST OFFICE AT PINE GROVE FURNACE, CUMBERLAND COUNTY, 0.2
 KW2091'MILE SOUTHWEST OF THE CAMPBELLTOWN CAMP, 96 FEET SOUTH OF POWER
 KW2091'LINE POLE ME 82, 44 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 KW2091'30 FEET EAST OF A 10-INCH TRIANGULAR BLAZED OAK TREE, 28 FEET
 KW2091'SOUTHEAST OF A TELEPHONE POLE, AND IN THE TOP OF AN OUTCROPPING
 KW2091'BOULDER.  A STANDARD DISK, STAMPED H 164 1942.
 KW2091
 KW2091                          STATION RECOVERY (2006)
 KW2091
 KW2091'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2091'MARK IS EAST OF A WOOD SIGN ON THE SOUTH SIDE OF THE ROAD MARKING THE
 KW2091'WESTERN BOUNDARY OF PINE GROVE FURNACE STATE PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2072 ***********************************************************************
 KW2072  DESIGNATION -  H 165
 KW2072  PID         -  KW2072
 KW2072  STATE/COUNTY-  PA/CUMBERLAND
 KW2072  USGS QUAD   -  WALNUT BOTTOM (1977)
 KW2072
 KW2072                         *CURRENT SURVEY CONTROL
 KW2072  ___________________________________________________________________
 KW2072* NAD 83(1986)-  40 04 02.     (N)    077 26 29.     (W)     SCALED    
 KW2072* NAVD 88     -       240.214  (meters)     788.10   (feet)  ADJUSTED  
 KW2072  ___________________________________________________________________
 KW2072  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 KW2072  DYNAMIC HT  -         240.078 (meters)     787.66  (feet)  COMP
 KW2072  MODELED GRAV-     980,056.1   (mgal)                       NAVD 88
 KW2072
 KW2072  VERT ORDER  -  FIRST     CLASS II
 KW2072
 KW2072.The horizontal coordinates were scaled from a topographic map and have
 KW2072.an estimated accuracy of +/- 6 seconds.
 KW2072
 KW2072.The orthometric height was determined by differential leveling
 KW2072.and adjusted by the National Geodetic Survey in June 1991..
 KW2072
 KW2072.The geoid height was determined by GEOID03.
 KW2072
 KW2072.The dynamic height is computed by dividing the NAVD 88
 KW2072.geopotential number by the normal gravity value computed on the
 KW2072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2072.degrees latitude (g = 980.6199 gals.).
 KW2072
 KW2072.The modeled gravity was interpolated from observed gravity values.
 KW2072
 KW2072;                    North         East    Units  Estimated Accuracy
 KW2072;SPC PA S     -    81,530.      626,330.      MT  (+/- 180 meters Scaled)
 KW2072
 KW2072                          SUPERSEDED SURVEY CONTROL
 KW2072
 KW2072  NGVD 29 (??/??/??)  240.414  (m)          788.76   (f) ADJUSTED    1 2
 KW2072
 KW2072.Superseded values are not recommended for survey control.
 KW2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2072.See file dsdata.txt to determine how the superseded data were derived.
 KW2072
 KW2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK917380(NAD 83)
 KW2072_MARKER: DB = BENCH MARK DISK
 KW2072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2072_STAMPING: H 165 1942
 KW2072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2072+STABILITY: SURFACE MOTION
 KW2072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2072+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2006
 KW2072
 KW2072  HISTORY     - Date     Condition        Report By
 KW2072  HISTORY     - 1942     MONUMENTED       CGS
 KW2072  HISTORY     - 1960     GOOD             CGS
 KW2072  HISTORY     - 1979     GOOD             NGS
 KW2072  HISTORY     - 20060509 GOOD             GEOCAC
 KW2072
 KW2072                          STATION DESCRIPTION
 KW2072
 KW2072'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2072'4.8 MI E FROM SHIPPENSBURG.
 KW2072'0.2 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE FIRST
 KW2072'NATIONAL BANK AT SHIPPENSBURG, CUMBERLAND COUNTY, THENCE 4.6
 KW2072'MILES EAST ALONG THE READING COMPANY RAILWAY, AT LEES CROSS
 KW2072'ROADS, IN THE NORTH QUARTER OF THE INTERSECTION OF THE RAILROAD
 KW2072'AND NORTHWEST AND SOUTHEAST PAVED ROAD, 50 FEET NORTHEAST OF AND
 KW2072'ACROSS THE ROAD FROM THE NORTH CORNER OF THE STATION, 34 FEET
 KW2072'NORTHEAST OF THE CENTERLINE OF THE ROAD, 24.8 FEET NORTHWEST
 KW2072'OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 45.9 FEET SOUTHEAST
 KW2072'OF THE SOUTH CORNER OF A WHITE 2-STORY HOUSE, 2 FEET SOUTHWEST OF
 KW2072'A TELEPHONE POLE, AND 1 FOOT SOUTH OF A WHITE WOODEN WITNESS
 KW2072'POST.  A STANDARD DISK, STAMPED H 165 1942 AND SET IN THE TOP
 KW2072'OF A CONCRETE POST FLUSH WITH THE GROUND.
 KW2072
 KW2072                          STATION RECOVERY (1979)
 KW2072
 KW2072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2072'RECOVERED IN GOOD CONDITION.
 KW2072
 KW2072                          STATION RECOVERY (2006)
 KW2072
 KW2072'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2072'THERE HAS BEEN REGRADING OF THE GROUND IN THE AREA SURROUNDING THE
 KW2072'MARK - IT IS NOW ABOUT 12 INCHES BELOW GROUND LEVEL AND IS ACCESSIBLE
 KW2072'VIA 8 INCH STEEL PIPE WITH FLAT STEEL COVER AT GROUND LEVEL. OMIT
 KW2072'TELEPHONE POLE AND WITNESS POST MEASUREMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0510 ***********************************************************************
 KW0510  DESIGNATION -  H 166
 KW0510  PID         -  KW0510
 KW0510  STATE/COUNTY-  PA/BERKS
 KW0510  USGS QUAD   -  BETHEL (1992)
 KW0510
 KW0510                         *CURRENT SURVEY CONTROL
 KW0510  ___________________________________________________________________
 KW0510* NAD 83(1986)-  40 28 05.     (N)    076 19 43.     (W)     SCALED    
 KW0510* NAVD 88     -       165.266  (meters)     542.21   (feet)  ADJUSTED  
 KW0510  ___________________________________________________________________
 KW0510  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 KW0510  DYNAMIC HT  -         165.182 (meters)     541.93  (feet)  COMP
 KW0510  MODELED GRAV-     980,112.7   (mgal)                       NAVD 88
 KW0510
 KW0510  VERT ORDER  -  SECOND    CLASS 0
 KW0510
 KW0510.The horizontal coordinates were scaled from a topographic map and have
 KW0510.an estimated accuracy of +/- 6 seconds.
 KW0510
 KW0510.The orthometric height was determined by differential leveling
 KW0510.and adjusted by the National Geodetic Survey in June 1991..
 KW0510
 KW0510.The geoid height was determined by GEOID03.
 KW0510
 KW0510.The dynamic height is computed by dividing the NAVD 88
 KW0510.geopotential number by the normal gravity value computed on the
 KW0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0510.degrees latitude (g = 980.6199 gals.).
 KW0510
 KW0510.The modeled gravity was interpolated from observed gravity values.
 KW0510
 KW0510;                    North         East    Units  Estimated Accuracy
 KW0510;SPC PA S     -   126,960.      720,540.      MT  (+/- 180 meters Scaled)
 KW0510
 KW0510                          SUPERSEDED SURVEY CONTROL
 KW0510
 KW0510  NGVD 29 (??/??/??)  165.471  (m)          542.88   (f) ADJUSTED    2 0
 KW0510
 KW0510.Superseded values are not recommended for survey control.
 KW0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0510.See file dsdata.txt to determine how the superseded data were derived.
 KW0510
 KW0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK873805(NAD 83)
 KW0510_MARKER: DB = BENCH MARK DISK
 KW0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0510_STAMPING: H 166 1942
 KW0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0510+STABILITY: SURFACE MOTION
 KW0510
 KW0510  HISTORY     - Date     Condition        Report By
 KW0510  HISTORY     - 1942     MONUMENTED       CGS
 KW0510  HISTORY     - 19941119 MARK NOT FOUND   USPSQD
 KW0510  HISTORY     - 20021219 MARK NOT FOUND   USPSQD
 KW0510  HISTORY     - 20050420 MARK NOT FOUND   GEOCAC
 KW0510
 KW0510                          STATION DESCRIPTION
 KW0510
 KW0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0510'2 MI W FROM BETHEL.
 KW0510'2.0 MILES WEST ALONG U.S. HIGHWAY NO. 22 FROM THE POST OFFICE
 KW0510'AT BETHEL, IN THE NORTHWEST QUARTER OF AN INTERSECTION OF THE
 KW0510'HIGHWAY AND A PRIVATE ROAD LEADING NORTH TO A LARGE RED BARN,
 KW0510'42 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 11 FEET WEST OF
 KW0510'THE CENTERLINE OF THE PRIVATE ROAD, 1 1/2 FEET WEST OF A
 KW0510'NORTH-SOUTH FENCE, AND 1 FOOT SOUTH OF A STANDARD REFERENCE POST.
 KW0510'A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 KW0510
 KW0510                          STATION RECOVERY (1994)
 KW0510
 KW0510'RECOVERY NOTE BY US POWER SQUADRON 1994
 KW0510'MARK NOT FOUND.
 KW0510
 KW0510                          STATION RECOVERY (2002)
 KW0510
 KW0510'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW0510'MARK NOT FOUND.
 KW0510
 KW0510                          STATION RECOVERY (2005)
 KW0510
 KW0510'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0510'PRIVATE ROAD HAS BEEN REMOVED. HIGHWAY 22/INTERSTATE 78 HAS BEEN
 KW0510'WIDENED AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2024 ***********************************************************************
 KW2024  DESIGNATION -  H 167
 KW2024  PID         -  KW2024
 KW2024  STATE/COUNTY-  PA/CUMBERLAND
 KW2024  USGS QUAD   -  MOUNT HOLLY SPRINGS (1973)
 KW2024
 KW2024                         *CURRENT SURVEY CONTROL
 KW2024  ___________________________________________________________________
 KW2024* NAD 83(1986)-  40 07 16.     (N)    077 09 16.     (W)     SCALED    
 KW2024* NAVD 88     -       172.335  (meters)     565.40   (feet)  ADJUSTED  
 KW2024  ___________________________________________________________________
 KW2024  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 KW2024  DYNAMIC HT  -         172.243 (meters)     565.10  (feet)  COMP
 KW2024  MODELED GRAV-     980,091.7   (mgal)                       NAVD 88
 KW2024
 KW2024  VERT ORDER  -  SECOND    CLASS 0
 KW2024
 KW2024.The horizontal coordinates were scaled from a topographic map and have
 KW2024.an estimated accuracy of +/- 6 seconds.
 KW2024
 KW2024.The orthometric height was determined by differential leveling
 KW2024.and adjusted by the National Geodetic Survey in June 1991..
 KW2024
 KW2024.The geoid height was determined by GEOID03.
 KW2024
 KW2024.The dynamic height is computed by dividing the NAVD 88
 KW2024.geopotential number by the normal gravity value computed on the
 KW2024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2024.degrees latitude (g = 980.6199 gals.).
 KW2024
 KW2024.The modeled gravity was interpolated from observed gravity values.
 KW2024
 KW2024;                    North         East    Units  Estimated Accuracy
 KW2024;SPC PA S     -    87,640.      650,770.      MT  (+/- 180 meters Scaled)
 KW2024
 KW2024                          SUPERSEDED SURVEY CONTROL
 KW2024
 KW2024  NGVD 29 (??/??/??)  172.539  (m)          566.07   (f) ADJUSTED    2 0
 KW2024
 KW2024.Superseded values are not recommended for survey control.
 KW2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2024.See file dsdata.txt to determine how the superseded data were derived.
 KW2024
 KW2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK164434(NAD 83)
 KW2024_MARKER: DB = BENCH MARK DISK
 KW2024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2024_STAMPING: H 167 1942
 KW2024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2024+STABILITY: SURFACE MOTION
 KW2024
 KW2024  HISTORY     - Date     Condition        Report By
 KW2024  HISTORY     - 1942     MONUMENTED       CGS
 KW2024  HISTORY     - 1952     GOOD             USE
 KW2024
 KW2024                          STATION DESCRIPTION
 KW2024
 KW2024'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW2024'2.4 MI NE FROM MOUNT HOLLY SPRINGS.
 KW2024'ABOUT 1.1 MILES NORTH ALONG THE READING CO. RAILROAD FROM THE
 KW2024'STATION AT MOUNT HOLLY SPRINGS, THENCE ABOUT 1.3 MILES EAST
 KW2024'FROM CARLISLE JUNCTION, 35 FT. EAST OF A FENCE CORNER, 32 FT.
 KW2024'SOUTH-EAST OF THE CENTER LINE OF A COUNTRY ROAD CROSSING, 15 FT.
 KW2024'SOUTH OF THE CENTER LINE OF THE EAST BOUND TRACKS, 1.5 FT.
 KW2024'NORTH OF A WHITE POST STENCILED U.S.B.M., A STANDARD DISK SET IN
 KW2024'A CONCRETE POST.  NOTE-- THE MARK IS 25 FEET EAST OF CENTER LINE
 KW2024'OF N-S ROAD.
 KW2024
 KW2024                          STATION RECOVERY (1952)
 KW2024
 KW2024'RECOVERY NOTE BY US ENGINEERS 1952
 KW2024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1035 ***********************************************************************
 KW1035  DESIGNATION -  H 168
 KW1035  PID         -  KW1035
 KW1035  STATE/COUNTY-  PA/YORK
 KW1035  USGS QUAD   -  YORK HAVEN (1990)
 KW1035
 KW1035                         *CURRENT SURVEY CONTROL
 KW1035  ___________________________________________________________________
 KW1035* NAD 83(1986)-  40 06 58.     (N)    076 44 11.     (W)     SCALED    
 KW1035* NAVD 88     -       140.055  (meters)     459.50   (feet)  ADJUSTED  
 KW1035  ___________________________________________________________________
 KW1035  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 KW1035  DYNAMIC HT  -         139.981 (meters)     459.25  (feet)  COMP
 KW1035  MODELED GRAV-     980,094.8   (mgal)                       NAVD 88
 KW1035
 KW1035  VERT ORDER  -  SECOND    CLASS 0
 KW1035
 KW1035.The horizontal coordinates were scaled from a topographic map and have
 KW1035.an estimated accuracy of +/- 6 seconds.
 KW1035
 KW1035.The orthometric height was determined by differential leveling
 KW1035.and adjusted by the National Geodetic Survey in June 1991..
 KW1035
 KW1035.The geoid height was determined by GEOID03.
 KW1035
 KW1035.The dynamic height is computed by dividing the NAVD 88
 KW1035.geopotential number by the normal gravity value computed on the
 KW1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1035.degrees latitude (g = 980.6199 gals.).
 KW1035
 KW1035.The modeled gravity was interpolated from observed gravity values.
 KW1035
 KW1035;                    North         East    Units  Estimated Accuracy
 KW1035;SPC PA S     -    87,410.      686,410.      MT  (+/- 180 meters Scaled)
 KW1035
 KW1035                          SUPERSEDED SURVEY CONTROL
 KW1035
 KW1035  NGVD 29 (??/??/??)  140.282  (m)          460.24   (f) ADJUSTED    2 0
 KW1035
 KW1035.Superseded values are not recommended for survey control.
 KW1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1035.See file dsdata.txt to determine how the superseded data were derived.
 KW1035
 KW1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK520420(NAD 83)
 KW1035_MARKER: DB = BENCH MARK DISK
 KW1035_SETTING: 66 = SET IN ROCK OUTCROP
 KW1035_SP_SET: ROCK OUTCROP
 KW1035_STAMPING: H 168 1942
 KW1035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW1035+STABILITY: POSITION/ELEVATION WELL
 KW1035
 KW1035  HISTORY     - Date     Condition        Report By
 KW1035  HISTORY     - 1942     MONUMENTED       CGS
 KW1035  HISTORY     - 19900306 GOOD             USPSQD
 KW1035
 KW1035                          STATION DESCRIPTION
 KW1035
 KW1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1035'1.4 MI NW FROM YORK HAVEN.
 KW1035'ABOUT 1.4 MILES NORTH-WEST ALONG HIGHWAY NO. 24 FROM THE POST
 KW1035'OFFICE AT YORK HAVEN, AT THE JUNCTION OF HIGHWAYS NO. 24 AND 920,
 KW1035'69 FT. NORTH WEST OF THE CENTER LINE OF HIGHWAY NO. 920, 33
 KW1035'FT. NORTH-EAST OF THE CENTER LINE OF HIGHWAY NO. 24, A STANDARD
 KW1035'DISK SET IN A LARGE ROCK OUTCROP ABOUT 3 FT. HIGHER THAN THE
 KW1035'ROAD.
 KW1035
 KW1035                          STATION RECOVERY (1990)
 KW1035
 KW1035'RECOVERY NOTE BY US POWER SQUADRON 1990 (RLD)
 KW1035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0698 ***********************************************************************
 KW0698  DESIGNATION -  H 169
 KW0698  PID         -  KW0698
 KW0698  STATE/COUNTY-  PA/LEBANON
 KW0698  USGS QUAD   -  LEBANON (1995)
 KW0698
 KW0698                         *CURRENT SURVEY CONTROL
 KW0698  ___________________________________________________________________
 KW0698* NAD 83(1986)-  40 15 24.     (N)    076 28 02.     (W)     SCALED    
 KW0698* NAVD 88     -       213.598  (meters)     700.78   (feet)  ADJUSTED  
 KW0698  ___________________________________________________________________
 KW0698  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 KW0698  DYNAMIC HT  -         213.482 (meters)     700.40  (feet)  COMP
 KW0698  MODELED GRAV-     980,080.0   (mgal)                       NAVD 88
 KW0698
 KW0698  VERT ORDER  -  SECOND    CLASS 0
 KW0698
 KW0698.The horizontal coordinates were scaled from a topographic map and have
 KW0698.an estimated accuracy of +/- 6 seconds.
 KW0698
 KW0698.The orthometric height was determined by differential leveling
 KW0698.and adjusted by the National Geodetic Survey in June 1991..
 KW0698
 KW0698.The geoid height was determined by GEOID03.
 KW0698
 KW0698.The dynamic height is computed by dividing the NAVD 88
 KW0698.geopotential number by the normal gravity value computed on the
 KW0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0698.degrees latitude (g = 980.6199 gals.).
 KW0698
 KW0698.The modeled gravity was interpolated from observed gravity values.
 KW0698
 KW0698;                    North         East    Units  Estimated Accuracy
 KW0698;SPC PA S     -   103,320.      709,120.      MT  (+/- 180 meters Scaled)
 KW0698
 KW0698                          SUPERSEDED SURVEY CONTROL
 KW0698
 KW0698  NGVD 29 (??/??/??)  213.830  (m)          701.54   (f) ADJUSTED    2 0
 KW0698
 KW0698.Superseded values are not recommended for survey control.
 KW0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0698.See file dsdata.txt to determine how the superseded data were derived.
 KW0698
 KW0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK752572(NAD 83)
 KW0698_MARKER: DB = BENCH MARK DISK
 KW0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0698_STAMPING: H-169 1942
 KW0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0698+STABILITY: SURFACE MOTION
 KW0698
 KW0698  HISTORY     - Date     Condition        Report By
 KW0698  HISTORY     - 1942     MONUMENTED       CGS
 KW0698  HISTORY     - 20040321 MARK NOT FOUND   GEOCAC
 KW0698
 KW0698                          STATION DESCRIPTION
 KW0698
 KW0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0698'3.3 MI SW FROM CORNWALL.
 KW0698'ABOUT 3.3 MILES SOUTH-WEST ALONG THE CORNWALL AND LEBANON
 KW0698'RAILROAD FROM THE POST OFFICE AT CORNWALL, NEAR MT. GRETNA,
 KW0698'AT A ROAD CROSSING, 9 RAILS EAST OF MILE POST 9-13, 30 FT.
 KW0698'SOUTH-WEST OF THE CENTER LINE OF THE ROAD, 29 FT. NORTH-WEST
 KW0698'OF THE CENTER LINE OF THE TRACK, 2.0 FT. SOUTH-EAST OF A WHITE
 KW0698'POST STENCILED U.S.B.M.  A STANDARD DISK SET IN A CONCRETE
 KW0698'POST.
 KW0698
 KW0698                          STATION RECOVERY (2004)
 KW0698
 KW0698'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0698'MARK NOT FOUND. RAILROAD IS NOW A ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1072 ***********************************************************************
 LZ1072  DESIGNATION -  H 17
 LZ1072  PID         -  LZ1072
 LZ1072  STATE/COUNTY-  PA/LYCOMING
 LZ1072  USGS QUAD   -  WATERVILLE (1983)
 LZ1072
 LZ1072                         *CURRENT SURVEY CONTROL
 LZ1072  ___________________________________________________________________
 LZ1072* NAD 83(1986)-  41 18 35.     (N)    077 22 03.     (W)     SCALED    
 LZ1072* NAVD 88     -       189.054  (meters)     620.25   (feet)  ADJUSTED  
 LZ1072  ___________________________________________________________________
 LZ1072  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 LZ1072  DYNAMIC HT  -         188.971 (meters)     619.98  (feet)  COMP
 LZ1072  MODELED GRAV-     980,178.8   (mgal)                       NAVD 88
 LZ1072
 LZ1072  VERT ORDER  -  SECOND    CLASS 0
 LZ1072
 LZ1072.The horizontal coordinates were scaled from a topographic map and have
 LZ1072.an estimated accuracy of +/- 6 seconds.
 LZ1072
 LZ1072.The orthometric height was determined by differential leveling
 LZ1072.and adjusted by the National Geodetic Survey in June 1991..
 LZ1072
 LZ1072.The geoid height was determined by GEOID03.
 LZ1072
 LZ1072.The dynamic height is computed by dividing the NAVD 88
 LZ1072.geopotential number by the normal gravity value computed on the
 LZ1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1072.degrees latitude (g = 980.6199 gals.).
 LZ1072
 LZ1072.The modeled gravity was interpolated from observed gravity values.
 LZ1072
 LZ1072;                    North         East    Units  Estimated Accuracy
 LZ1072;SPC PA N     -   127,010.      632,030.      MT  (+/- 180 meters Scaled)
 LZ1072
 LZ1072                          SUPERSEDED SURVEY CONTROL
 LZ1072
 LZ1072  NGVD 29 (??/??/92)  189.248  (m)          620.89   (f) ADJ UNCH    2 0
 LZ1072
 LZ1072.Superseded values are not recommended for survey control.
 LZ1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1072.See file dsdata.txt to determine how the superseded data were derived.
 LZ1072
 LZ1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL018758(NAD 83)
 LZ1072_MARKER: DB = BENCH MARK DISK
 LZ1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1072_STAMPING: H 17 1934
 LZ1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1072+STABILITY: SURFACE MOTION
 LZ1072
 LZ1072  HISTORY     - Date     Condition        Report By
 LZ1072  HISTORY     - 1934     MONUMENTED       CGS
 LZ1072
 LZ1072                          STATION DESCRIPTION
 LZ1072
 LZ1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1072'NEAR WATERVILLE.
 LZ1072'ABOUT 150 FEET SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LZ1072'THE STATION AT WATERVILLE, LYCOMING COUNTY, 25 FEET NORTH OF THE
 LZ1072'CENTER LINE OF THE MAIN TRACKS, 10 FEET SOUTH OF A SMALL TREE,
 LZ1072'AND 1 FOOT WEST OF A WIRE FENCE.  A STANDARD DISK, STAMPED H 17
 LZ1072'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0691 ***********************************************************************
 KW0691  DESIGNATION -  H 171
 KW0691  PID         -  KW0691
 KW0691  STATE/COUNTY-  PA/LANCASTER
 KW0691  USGS QUAD   -  LITITZ (1995)
 KW0691
 KW0691                         *CURRENT SURVEY CONTROL
 KW0691  ___________________________________________________________________
 KW0691* NAD 83(1986)-  40 13 21.     (N)    076 16 56.     (W)     SCALED    
 KW0691* NAVD 88     -       178.250  (meters)     584.81   (feet)  ADJUSTED  
 KW0691  ___________________________________________________________________
 KW0691  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 KW0691  DYNAMIC HT  -         178.156 (meters)     584.50  (feet)  COMP
 KW0691  MODELED GRAV-     980,091.8   (mgal)                       NAVD 88
 KW0691
 KW0691  VERT ORDER  -  SECOND    CLASS 0
 KW0691
 KW0691.The horizontal coordinates were scaled from a topographic map and have
 KW0691.an estimated accuracy of +/- 6 seconds.
 KW0691
 KW0691.The orthometric height was determined by differential leveling
 KW0691.and adjusted by the National Geodetic Survey in June 1991..
 KW0691
 KW0691.The geoid height was determined by GEOID03.
 KW0691
 KW0691.The dynamic height is computed by dividing the NAVD 88
 KW0691.geopotential number by the normal gravity value computed on the
 KW0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0691.degrees latitude (g = 980.6199 gals.).
 KW0691
 KW0691.The modeled gravity was interpolated from observed gravity values.
 KW0691
 KW0691;                    North         East    Units  Estimated Accuracy
 KW0691;SPC PA S     -    99,770.      724,920.      MT  (+/- 180 meters Scaled)
 KW0691
 KW0691                          SUPERSEDED SURVEY CONTROL
 KW0691
 KW0691  NGVD 29 (??/??/??)  178.466  (m)          585.52   (f) ADJUSTED    2 0
 KW0691
 KW0691.Superseded values are not recommended for survey control.
 KW0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0691.See file dsdata.txt to determine how the superseded data were derived.
 KW0691
 KW0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK909532(NAD 83)
 KW0691_MARKER: DB = BENCH MARK DISK
 KW0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0691_STAMPING: H 171 1942
 KW0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0691+STABILITY: SURFACE MOTION
 KW0691
 KW0691  HISTORY     - Date     Condition        Report By
 KW0691  HISTORY     - 1942     MONUMENTED       CGS
 KW0691  HISTORY     - 1954     GOOD             USGS
 KW0691  HISTORY     - 20000718 MARK NOT FOUND   PADT
 KW0691
 KW0691                          STATION DESCRIPTION
 KW0691
 KW0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0691'1.4 MI NW FROM CLAY.
 KW0691'ABOUT 1.4 MILES NORTHWEST ALONG HIGHWAY U.S. 322 FROM THE POST
 KW0691'OFFICE AT CLAY, 96 FEET NORTHWEST OF THE NORTHWEST CORNER
 KW0691'OF A SERVICE STATION, 24 FEET SOUTH OF THE CENTER LINE OF
 KW0691'HIGHWAY U.S. 322, 1.5 FEET EAST OF A FENCE CORNER, 1.5 FEET
 KW0691'NORTH OF A WHITE POST STENCILED U.S.B.M.   A STANDARD DISK SET
 KW0691'IN A CONCRETE POST.
 KW0691
 KW0691                          STATION RECOVERY (1954)
 KW0691
 KW0691'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 KW0691'RECOVERED IN GOOD CONDITION.
 KW0691
 KW0691                          STATION RECOVERY (2000)
 KW0691
 KW0691'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (AJH)
 KW0691'SERVICE STATION REMOVED AND WITNESS POST NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2323 ***********************************************************************
 KV2323  DESIGNATION -  H 172 PADH
 KV2323  PID         -  KV2323
 KV2323  STATE/COUNTY-  PA/BERKS
 KV2323  USGS QUAD   -  FLEETWOOD (1980)
 KV2323
 KV2323                         *CURRENT SURVEY CONTROL
 KV2323  ___________________________________________________________________
 KV2323* NAD 83(1986)-  40 26 44.     (N)    075 48 58.     (W)     SCALED    
 KV2323* NAVD 88     -       148.371  (meters)     486.78   (feet)  ADJUSTED  
 KV2323  ___________________________________________________________________
 KV2323  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 KV2323  DYNAMIC HT  -         148.293 (meters)     486.52  (feet)  COMP
 KV2323  MODELED GRAV-     980,098.9   (mgal)                       NAVD 88
 KV2323
 KV2323  VERT ORDER  -  SECOND    CLASS 0
 KV2323
 KV2323.The horizontal coordinates were scaled from a topographic map and have
 KV2323.an estimated accuracy of +/- 6 seconds.
 KV2323
 KV2323.The orthometric height was determined by differential leveling
 KV2323.and adjusted by the National Geodetic Survey in June 1991..
 KV2323
 KV2323.The geoid height was determined by GEOID03.
 KV2323
 KV2323.The dynamic height is computed by dividing the NAVD 88
 KV2323.geopotential number by the normal gravity value computed on the
 KV2323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2323.degrees latitude (g = 980.6199 gals.).
 KV2323
 KV2323.The modeled gravity was interpolated from observed gravity values.
 KV2323
 KV2323;                    North         East    Units  Estimated Accuracy
 KV2323;SPC PA S     -   125,290.      764,040.      MT  (+/- 180 meters Scaled)
 KV2323
 KV2323                          SUPERSEDED SURVEY CONTROL
 KV2323
 KV2323  NGVD 29 (??/??/??)  148.586  (m)          487.49   (f) ADJUSTED    2 0
 KV2323
 KV2323.Superseded values are not recommended for survey control.
 KV2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2323.See file dsdata.txt to determine how the superseded data were derived.
 KV2323
 KV2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK307775(NAD 83)
 KV2323_MARKER: DD = SURVEY DISK
 KV2323_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2323_SP_SET: BRIDGE WALL
 KV2323_STAMPING: H 172 1942
 KV2323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2323_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2323+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2005
 KV2323
 KV2323  HISTORY     - Date     Condition        Report By
 KV2323  HISTORY     - 1942     MONUMENTED       PADH
 KV2323  HISTORY     - 1942     GOOD             CGS
 KV2323  HISTORY     - 1991     GOOD             USPSQD
 KV2323  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KV2323  HISTORY     - 20011216 GOOD             USPSQD
 KV2323  HISTORY     - 20031229 GOOD             USPSQD
 KV2323  HISTORY     - 20050406 GOOD             GEOCAC
 KV2323
 KV2323                          STATION DESCRIPTION
 KV2323
 KV2323'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2323'0.5 MI S FROM FLEETWOOD.
 KV2323'ABOUT 0.5 MILE SOUTH ALONG HIGHWAY NO. 662 FROM THE READING
 KV2323'CO. RAILROAD STATION AT FLEETWOOD, 95 FEET SOUTH OF THE JUNCTION
 KV2323'OF A SIDE ROAD, 13.5 FEET WEST OF THE CENTER LINE OF HIGHWAY
 KV2323'NO. 662, A PENNA. HIGHWAY DEPT. DISK SET IN THE TOP OF THE
 KV2323'NORTHWEST WING WALL OF A CONCRETE BRIDGE.
 KV2323
 KV2323                          STATION RECOVERY (1991)
 KV2323
 KV2323'RECOVERY NOTE BY US POWER SQUADRON 1991 (RDF)
 KV2323'RECOVERED IN GOOD CONDITION.
 KV2323
 KV2323                          STATION RECOVERY (2001)
 KV2323
 KV2323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV2323'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV2323
 KV2323                          STATION RECOVERY (2001)
 KV2323
 KV2323'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV2323'CORRECTION - DISK IN S/W WINGWALL.
 KV2323
 KV2323                          STATION RECOVERY (2003)
 KV2323
 KV2323'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEQ)
 KV2323'DELETE REMARKS MADE 12-16-2001
 KV2323
 KV2323                          STATION RECOVERY (2005)
 KV2323
 KV2323'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KV2323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0582 ***********************************************************************
 KW0582  DESIGNATION -  H 173
 KW0582  PID         -  KW0582
 KW0582  STATE/COUNTY-  PA/BERKS
 KW0582  USGS QUAD   -  BETHEL (1992)
 KW0582
 KW0582                         *CURRENT SURVEY CONTROL
 KW0582  ___________________________________________________________________
 KW0582* NAD 83(1986)-  40 27 35.     (N)    076 15 40.     (W)     SCALED    
 KW0582* NAVD 88     -       172.822  (meters)     567.00   (feet)  ADJUSTED  
 KW0582  ___________________________________________________________________
 KW0582  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 KW0582  DYNAMIC HT  -         172.733 (meters)     566.71  (feet)  COMP
 KW0582  MODELED GRAV-     980,106.9   (mgal)                       NAVD 88
 KW0582
 KW0582  VERT ORDER  -  SECOND    CLASS 0
 KW0582
 KW0582.The horizontal coordinates were scaled from a topographic map and have
 KW0582.an estimated accuracy of +/- 6 seconds.
 KW0582
 KW0582.The orthometric height was determined by differential leveling
 KW0582.and adjusted by the National Geodetic Survey in June 1991..
 KW0582
 KW0582.The geoid height was determined by GEOID03.
 KW0582
 KW0582.The dynamic height is computed by dividing the NAVD 88
 KW0582.geopotential number by the normal gravity value computed on the
 KW0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0582.degrees latitude (g = 980.6199 gals.).
 KW0582
 KW0582.The modeled gravity was interpolated from observed gravity values.
 KW0582
 KW0582;                    North         East    Units  Estimated Accuracy
 KW0582;SPC PA S     -   126,130.      726,270.      MT  (+/- 180 meters Scaled)
 KW0582
 KW0582                          SUPERSEDED SURVEY CONTROL
 KW0582
 KW0582  NGVD 29 (??/??/??)  173.024  (m)          567.66   (f) ADJUSTED    2 0
 KW0582
 KW0582.Superseded values are not recommended for survey control.
 KW0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0582.See file dsdata.txt to determine how the superseded data were derived.
 KW0582
 KW0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK930795(NAD 83)
 KW0582_MARKER: DB = BENCH MARK DISK
 KW0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0582_STAMPING: H 173 1942
 KW0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0582+STABILITY: SURFACE MOTION
 KW0582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW0582+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2002
 KW0582
 KW0582  HISTORY     - Date     Condition        Report By
 KW0582  HISTORY     - 1942     MONUMENTED       CGS
 KW0582  HISTORY     - 20021130 GOOD             USPSQD
 KW0582
 KW0582                          STATION DESCRIPTION
 KW0582
 KW0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0582'0.9 MI W FROM REHRERSBURG.
 KW0582'0.9 MILE WEST ALONG A PAVED ROAD NO. 06007 FROM THE POST OFFICE
 KW0582'AT REHRERSBURG, AT A WHITE 2-STORY FARMHOUSE, 80.4 FEET NORTH
 KW0582'OF AND ACROSS THE ROAD FROM THE NORTHEAST CORNER, 33 FEET NORTH
 KW0582'OF THE CENTERLINE OF THE ROAD, 13 FEET NORTH OF POWER LINE POLE
 KW0582'NO. 318-M.E-163, 4.9 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 KW0582'A CORN BIN, 1.5 FEET WEST OF A NORTH-SOUTH FENCE, AND 1.5 FEET
 KW0582'SOUTH OF A STANDARD REFERENCE POST.  A STANDARD DISK, SET IN THE
 KW0582'TOP OF A CONCRETE POST.
 KW0582
 KW0582                          STATION RECOVERY (2002)
 KW0582
 KW0582'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW0582'11 FT N OF UTILITY POLE METED 41424-41379.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0173 ***********************************************************************
 KW0173  DESIGNATION -  H 174
 KW0173  PID         -  KW0173
 KW0173  STATE/COUNTY-  PA/BERKS
 KW0173  USGS QUAD   -  FRIEDENSBURG (1976)
 KW0173
 KW0173                         *CURRENT SURVEY CONTROL
 KW0173  ___________________________________________________________________
 KW0173* NAD 83(1986)-  40 31 02.     (N)    076 12 53.     (W)     SCALED    
 KW0173* NAVD 88     -       316.196  (meters)    1037.39   (feet)  ADJUSTED  
 KW0173  ___________________________________________________________________
 KW0173  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 KW0173  DYNAMIC HT  -         316.033 (meters)    1036.85  (feet)  COMP
 KW0173  MODELED GRAV-     980,102.5   (mgal)                       NAVD 88
 KW0173
 KW0173  VERT ORDER  -  SECOND    CLASS 0
 KW0173
 KW0173.The horizontal coordinates were scaled from a topographic map and have
 KW0173.an estimated accuracy of +/- 6 seconds.
 KW0173
 KW0173.The orthometric height was determined by differential leveling
 KW0173.and adjusted by the National Geodetic Survey in June 1991..
 KW0173
 KW0173.The geoid height was determined by GEOID03.
 KW0173
 KW0173.The dynamic height is computed by dividing the NAVD 88
 KW0173.geopotential number by the normal gravity value computed on the
 KW0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0173.degrees latitude (g = 980.6199 gals.).
 KW0173
 KW0173.The modeled gravity was interpolated from observed gravity values.
 KW0173
 KW0173;                    North         East    Units  Estimated Accuracy
 KW0173;SPC PA S     -   132,580.      730,100.      MT  (+/- 180 meters Scaled)
 KW0173
 KW0173                          SUPERSEDED SURVEY CONTROL
 KW0173
 KW0173  NGVD 29 (??/??/??)  316.389  (m)         1038.02   (f) ADJUSTED    2 0
 KW0173
 KW0173.Superseded values are not recommended for survey control.
 KW0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0173.See file dsdata.txt to determine how the superseded data were derived.
 KW0173
 KW0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK970858(NAD 83)
 KW0173_MARKER: DB = BENCH MARK DISK
 KW0173_SETTING: 66 = SET IN ROCK OUTCROP
 KW0173_SP_SET: ROCK OUTCROP
 KW0173_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW0173+STABILITY: POSITION/ELEVATION WELL
 KW0173_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0173+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2005
 KW0173
 KW0173  HISTORY     - Date     Condition        Report By
 KW0173  HISTORY     - UNK      MONUMENTED       CGS
 KW0173  HISTORY     - 1942     GOOD             CGS
 KW0173  HISTORY     - 20050513 GOOD             GEOCAC
 KW0173
 KW0173                          STATION DESCRIPTION
 KW0173
 KW0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0173'4.2 MI S FROM SUMMIT STATION.
 KW0173'4.2 MILES SOUTH ALONG STATE HIGHWAY NO. 83 FROM THE POST OFFICE
 KW0173'AT SUMMIT STATION, AT THE INTERSECTION OF THE HIGHWAY AND A
 KW0173'PRIVATE DIRT ROAD LEADING WEST, 57 FEET SOUTHEAST OF THE
 KW0173'SOUTHEAST END OF A ROAD WAY GUARD RAIL, 30 FEET NORTHWEST OF A
 KW0173'12-INCH TRIANGLE-BLAZED TWIN OAK TREE, AND 25 FEET NORTHEAST OF
 KW0173'THE CENTERLINE OF THE HIGHWAY AT THE POINT OF INTERSECTION WITH
 KW0173'THE PRIVATE ROAD.  A STANDARD DISK, SET IN THE TOP OF A ROCK
 KW0173'OUTCROP, AND 1 1/2 FEET ABOVE THE GROUND.
 KW0173
 KW0173                          STATION RECOVERY (2005)
 KW0173
 KW0173'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1113 ***********************************************************************
 KW1113  DESIGNATION -  H 175
 KW1113  PID         -  KW1113
 KW1113  STATE/COUNTY-  PA/DAUPHIN
 KW1113  USGS QUAD   -  ENDERS (1974)
 KW1113
 KW1113                         *CURRENT SURVEY CONTROL
 KW1113  ___________________________________________________________________
 KW1113* NAD 83(1986)-  40 23 00.     (N)    076 48 37.     (W)     SCALED    
 KW1113* NAVD 88     -       153.426  (meters)     503.37   (feet)  ADJUSTED  
 KW1113  ___________________________________________________________________
 KW1113  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 KW1113  DYNAMIC HT  -         153.349 (meters)     503.11  (feet)  COMP
 KW1113  MODELED GRAV-     980,119.4   (mgal)                       NAVD 88
 KW1113
 KW1113  VERT ORDER  -  SECOND    CLASS 0
 KW1113
 KW1113.The horizontal coordinates were scaled from a topographic map and have
 KW1113.an estimated accuracy of +/- 6 seconds.
 KW1113
 KW1113.The orthometric height was determined by differential leveling
 KW1113.and adjusted by the National Geodetic Survey in June 1991..
 KW1113
 KW1113.The geoid height was determined by GEOID03.
 KW1113
 KW1113.The dynamic height is computed by dividing the NAVD 88
 KW1113.geopotential number by the normal gravity value computed on the
 KW1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1113.degrees latitude (g = 980.6199 gals.).
 KW1113
 KW1113.The modeled gravity was interpolated from observed gravity values.
 KW1113
 KW1113;                    North         East    Units  Estimated Accuracy
 KW1113;SPC PA S     -   117,010.      679,790.      MT  (+/- 180 meters Scaled)
 KW1113
 KW1113                          SUPERSEDED SURVEY CONTROL
 KW1113
 KW1113  NGVD 29 (??/??/??)  153.644  (m)          504.08   (f) ADJUSTED    2 0
 KW1113
 KW1113.Superseded values are not recommended for survey control.
 KW1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1113.See file dsdata.txt to determine how the superseded data were derived.
 KW1113
 KW1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK463718(NAD 83)
 KW1113_MARKER: DB = BENCH MARK DISK
 KW1113_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1113_SP_SET: ABUTMENT
 KW1113_STAMPING: H 175 1942
 KW1113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1113
 KW1113  HISTORY     - Date     Condition        Report By
 KW1113  HISTORY     - 1942     MONUMENTED       CGS
 KW1113  HISTORY     - 20040915 MARK NOT FOUND   GEOCAC
 KW1113
 KW1113                          STATION DESCRIPTION
 KW1113
 KW1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1113'7.8 MI E FROM DAUPHIN.
 KW1113'1.6 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1113'STATION AT DAUPHIN, THENCE, 6.2 MILES NORTHEAST ALONG STATE
 KW1113'HIGHWAY 443, SET IN THE SOUTH CORNER OF THE EAST ABUTMENT OF
 KW1113'A STEEL GIRDER BRIDGE AT THE INTERSECTION OF THE HIGHWAY AND A
 KW1113'SIDE ROAD LEADING NORTHEAST, 60 FEET SOUTHEAST OF THE CENTERLINE
 KW1113'OF THE SIDE ROAD, 15.4 FEET SOUTH OF THE CENTERLINE OF THE
 KW1113'HIGHWAY, 2 FEET BELOW HIGHWAY LEVEL.  A STANDARD DISK.
 KW1113
 KW1113                          STATION RECOVERY (2004)
 KW1113
 KW1113'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1113'THE BRIDGE HAS BEEN REPLACED WITH A CONCRETE STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1156 ***********************************************************************
 KW1156  DESIGNATION -  H 176
 KW1156  PID         -  KW1156
 KW1156  STATE/COUNTY-  PA/DAUPHIN
 KW1156  USGS QUAD   -  HERSHEY (1990)
 KW1156
 KW1156                         *CURRENT SURVEY CONTROL
 KW1156  ___________________________________________________________________
 KW1156* NAD 83(1986)-  40 17 21.     (N)    076 40 54.     (W)     SCALED    
 KW1156* NAVD 88     -       104.367  (meters)     342.41   (feet)  ADJUSTED  
 KW1156  ___________________________________________________________________
 KW1156  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 KW1156  DYNAMIC HT  -         104.314 (meters)     342.24  (feet)  COMP
 KW1156  MODELED GRAV-     980,118.4   (mgal)                       NAVD 88
 KW1156
 KW1156  VERT ORDER  -  SECOND    CLASS 0
 KW1156
 KW1156.The horizontal coordinates were scaled from a topographic map and have
 KW1156.an estimated accuracy of +/- 6 seconds.
 KW1156
 KW1156.The orthometric height was determined by differential leveling
 KW1156.and adjusted by the National Geodetic Survey in June 1991..
 KW1156
 KW1156.The geoid height was determined by GEOID03.
 KW1156
 KW1156.The dynamic height is computed by dividing the NAVD 88
 KW1156.geopotential number by the normal gravity value computed on the
 KW1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1156.degrees latitude (g = 980.6199 gals.).
 KW1156
 KW1156.The modeled gravity was interpolated from observed gravity values.
 KW1156
 KW1156;                    North         East    Units  Estimated Accuracy
 KW1156;SPC PA S     -   106,680.      690,840.      MT  (+/- 180 meters Scaled)
 KW1156
 KW1156                          SUPERSEDED SURVEY CONTROL
 KW1156
 KW1156  NGVD 29 (??/??/??)  104.586  (m)          343.13   (f) ADJUSTED    2 0
 KW1156
 KW1156.Superseded values are not recommended for survey control.
 KW1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1156.See file dsdata.txt to determine how the superseded data were derived.
 KW1156
 KW1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK570612(NAD 83)
 KW1156_MARKER: DB = BENCH MARK DISK
 KW1156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1156_SP_SET: BUILDING WALL
 KW1156_STAMPING: H 176 1942
 KW1156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1156+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004
 KW1156
 KW1156  HISTORY     - Date     Condition        Report By
 KW1156  HISTORY     - 1942     MONUMENTED       CGS
 KW1156  HISTORY     - 1981     GOOD             LOCSUR
 KW1156  HISTORY     - 19950601 MARK NOT FOUND   USPSQD
 KW1156  HISTORY     - 20040324 GOOD             GEOCAC
 KW1156
 KW1156                          STATION DESCRIPTION
 KW1156
 KW1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1156'1.3 MI N FROM SWATARA.
 KW1156'1.3 MILES NORTH ALONG STATE HIGHWAY 340 FROM THE STATION AT SWATARA,
 KW1156'AT THE INTERSECTION OF NO. 340 AND THE COUNTY ROAD LEADING
 KW1156'NORTH, SET IN THE WEST END OF THE CONCRETE RETAINING WALL
 KW1156'ON THE NORTH SIDE OF THE BUILDING ON EAST SIDE OF HIGHWAY,
 KW1156'38.7 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 10 FEET
 KW1156'NORTHEAST OF THE NORTHWEST CORNER OF THE BUILDING.  A STANDARD
 KW1156'DISK.
 KW1156
 KW1156                          STATION RECOVERY (1981)
 KW1156
 KW1156'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 KW1156'RECOVERED IN GOOD CONDITION.
 KW1156
 KW1156                          STATION RECOVERY (1995)
 KW1156
 KW1156'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW1156'MARK NOT FOUND.
 KW1156
 KW1156                          STATION RECOVERY (2004)
 KW1156
 KW1156'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1156'DESCRIPTION SHOULD BE CHANGED TO READ
 KW1156'SET NEAR THE WEST END OF THE CURBING FOR THE PORCH OF THE BUILDING.
 KW1156'THE BUILDING IS CURRENTLY AND HISTORICALLY KNOWN AS THE UNION CANAL
 KW1156'HOUSE, A RESTAURANT AND ROOMING HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1485 ***********************************************************************
 KW1485  DESIGNATION -  H 177
 KW1485  PID         -  KW1485
 KW1485  STATE/COUNTY-  PA/DAUPHIN
 KW1485  USGS QUAD   -  LYKENS (1977)
 KW1485
 KW1485                         *CURRENT SURVEY CONTROL
 KW1485  ___________________________________________________________________
 KW1485* NAD 83(1986)-  40 31 09.     (N)    076 37 32.     (W)     SCALED    
 KW1485* NAVD 88     -       217.067  (meters)     712.16   (feet)  ADJUSTED  
 KW1485  ___________________________________________________________________
 KW1485  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KW1485  DYNAMIC HT  -         216.957 (meters)     711.80  (feet)  COMP
 KW1485  MODELED GRAV-     980,115.1   (mgal)                       NAVD 88
 KW1485
 KW1485  VERT ORDER  -  SECOND    CLASS 0
 KW1485
 KW1485.The horizontal coordinates were scaled from a topographic map and have
 KW1485.an estimated accuracy of +/- 6 seconds.
 KW1485
 KW1485.The orthometric height was determined by differential leveling
 KW1485.and adjusted by the National Geodetic Survey in June 1991..
 KW1485
 KW1485.The geoid height was determined by GEOID03.
 KW1485
 KW1485.The dynamic height is computed by dividing the NAVD 88
 KW1485.geopotential number by the normal gravity value computed on the
 KW1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1485.degrees latitude (g = 980.6199 gals.).
 KW1485
 KW1485.The modeled gravity was interpolated from observed gravity values.
 KW1485
 KW1485;                    North         East    Units  Estimated Accuracy
 KW1485;SPC PA S     -   132,280.      695,280.      MT  (+/- 180 meters Scaled)
 KW1485
 KW1485                          SUPERSEDED SURVEY CONTROL
 KW1485
 KW1485  NGVD 29 (??/??/??)  217.300  (m)          712.93   (f) ADJUSTED    2 0
 KW1485
 KW1485.Superseded values are not recommended for survey control.
 KW1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1485.See file dsdata.txt to determine how the superseded data were derived.
 KW1485
 KW1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK622866(NAD 83)
 KW1485_MARKER: DB = BENCH MARK DISK
 KW1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1485_STAMPING: H 177 1942
 KW1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1485+STABILITY: SURFACE MOTION
 KW1485
 KW1485  HISTORY     - Date     Condition        Report By
 KW1485  HISTORY     - 1942     MONUMENTED       CGS
 KW1485
 KW1485                          STATION DESCRIPTION
 KW1485
 KW1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1485'7.3 MI SW FROM TOWER CITY.
 KW1485'7.3 MILES SOUTHWEST ALONG THE COUNTY ROAD FROM THE STATION AT
 KW1485'TOWER CITY, SET AT THE SOUTH CORNER OF THE PIONEER LODGE CAMP
 KW1485'GROUNDS, 43.2 FEET NORTHEAST OF THE NORTHEAST BANK OF THE
 KW1485'CREEK, 23.5 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 14
 KW1485'FEET EAST OF THE PATH LEADING TO THE LODGE HOUSE, 2 FEET ABOVE
 KW1485'ROAD LEVEL.  A STANDARD DISK SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1095 ***********************************************************************
 KW1095  DESIGNATION -  H 178
 KW1095  PID         -  KW1095
 KW1095  STATE/COUNTY-  PA/DAUPHIN
 KW1095  USGS QUAD   -  ENDERS (1974)
 KW1095
 KW1095                         *CURRENT SURVEY CONTROL
 KW1095  ___________________________________________________________________
 KW1095* NAD 83(1986)-  40 25 26.     (N)    076 51 11.     (W)     SCALED    
 KW1095* NAVD 88     -       161.180  (meters)     528.80   (feet)  ADJUSTED  
 KW1095  ___________________________________________________________________
 KW1095  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 KW1095  DYNAMIC HT  -         161.100 (meters)     528.54  (feet)  COMP
 KW1095  MODELED GRAV-     980,126.7   (mgal)                       NAVD 88
 KW1095
 KW1095  VERT ORDER  -  SECOND    CLASS 0
 KW1095
 KW1095.The horizontal coordinates were scaled from a topographic map and have
 KW1095.an estimated accuracy of +/- 6 seconds.
 KW1095
 KW1095.The orthometric height was determined by differential leveling
 KW1095.and adjusted by the National Geodetic Survey in June 1991..
 KW1095
 KW1095.The geoid height was determined by GEOID03.
 KW1095
 KW1095.The dynamic height is computed by dividing the NAVD 88
 KW1095.geopotential number by the normal gravity value computed on the
 KW1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1095.degrees latitude (g = 980.6199 gals.).
 KW1095
 KW1095.The modeled gravity was interpolated from observed gravity values.
 KW1095
 KW1095;                    North         East    Units  Estimated Accuracy
 KW1095;SPC PA S     -   121,480.      676,110.      MT  (+/- 180 meters Scaled)
 KW1095
 KW1095                          SUPERSEDED SURVEY CONTROL
 KW1095
 KW1095  NGVD 29 (??/??/??)  161.413  (m)          529.57   (f) ADJUSTED    2 0
 KW1095
 KW1095.Superseded values are not recommended for survey control.
 KW1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1095.See file dsdata.txt to determine how the superseded data were derived.
 KW1095
 KW1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK428764(NAD 83)
 KW1095_MARKER: DB = BENCH MARK DISK
 KW1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1095_STAMPING: H 178 1942
 KW1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1095+STABILITY: SURFACE MOTION
 KW1095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1095+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2004
 KW1095
 KW1095  HISTORY     - Date     Condition        Report By
 KW1095  HISTORY     - 1942     MONUMENTED       CGS
 KW1095  HISTORY     - 20040915 GOOD             GEOCAC
 KW1095
 KW1095                          STATION DESCRIPTION
 KW1095
 KW1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1095'7.7 MI NE FROM DAUPHIN.
 KW1095'2.0 MILES NORTH ALONG STATE HIGHWAY 225 FROM THE STATION AT
 KW1095'DAUPHIN, THENCE 5.7 MILES NORTHEAST ALONG THE COUNTY ROAD, 275
 KW1095'FEET EAST OF A 24-INCH OAK TREE ON THE SOUTH EDGE OF THE ROAD,
 KW1095'26 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 12 FEET SOUTHWEST
 KW1095'OF POLE 181, 5 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 KW1095'DISK SET IN TOP OF A CONCRETE POST.
 KW1095
 KW1095                          STATION RECOVERY (2004)
 KW1095
 KW1095'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1095'THE STATION IS 7 FEET SOUTHEAST OF A WITNESS POST AND DIRECTLY SOUTH
 KW1095'OF A 12 INCH TREE. A SMALLER TREE BLOCKS VERTICAL ACCESS TO THE CENTER
 KW1095'OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2603 ***********************************************************************
 KV2603  DESIGNATION -  H 179
 KV2603  PID         -  KV2603
 KV2603  STATE/COUNTY-  PA/LEHIGH
 KV2603  USGS QUAD   -  TOPTON (1992)
 KV2603
 KV2603                         *CURRENT SURVEY CONTROL
 KV2603  ___________________________________________________________________
 KV2603* NAD 83(1986)-  40 34 39.     (N)    075 42 17.     (W)     SCALED    
 KV2603* NAVD 88     -       222.156  (meters)     728.86   (feet)  ADJUSTED  
 KV2603  ___________________________________________________________________
 KV2603  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 KV2603  DYNAMIC HT  -         222.045 (meters)     728.49  (feet)  COMP
 KV2603  MODELED GRAV-     980,118.8   (mgal)                       NAVD 88
 KV2603
 KV2603  VERT ORDER  -  SECOND    CLASS 0
 KV2603
 KV2603.The horizontal coordinates were scaled from a topographic map and have
 KV2603.an estimated accuracy of +/- 6 seconds.
 KV2603
 KV2603.The orthometric height was determined by differential leveling
 KV2603.and adjusted by the National Geodetic Survey in June 1991..
 KV2603
 KV2603.The geoid height was determined by GEOID03.
 KV2603
 KV2603.The dynamic height is computed by dividing the NAVD 88
 KV2603.geopotential number by the normal gravity value computed on the
 KV2603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2603.degrees latitude (g = 980.6199 gals.).
 KV2603
 KV2603.The modeled gravity was interpolated from observed gravity values.
 KV2603
 KV2603;                    North         East    Units  Estimated Accuracy
 KV2603;SPC PA S     -   140,150.      773,150.      MT  (+/- 180 meters Scaled)
 KV2603
 KV2603                          SUPERSEDED SURVEY CONTROL
 KV2603
 KV2603  NGVD 29 (??/??/??)  222.353  (m)          729.50   (f) ADJUSTED    2 0
 KV2603
 KV2603.Superseded values are not recommended for survey control.
 KV2603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2603.See file dsdata.txt to determine how the superseded data were derived.
 KV2603
 KV2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK403920(NAD 83)
 KV2603_MARKER: DB = BENCH MARK DISK
 KV2603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2603_STAMPING: H 179 1942
 KV2603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2603+STABILITY: SURFACE MOTION
 KV2603
 KV2603  HISTORY     - Date     Condition        Report By
 KV2603  HISTORY     - 1942     MONUMENTED       CGS
 KV2603  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 KV2603  HISTORY     - 20030602 MARK NOT FOUND   GEOCAC
 KV2603
 KV2603                          STATION DESCRIPTION
 KV2603
 KV2603'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2603'4.1 MI SW FROM CLAUSSVILLE.
 KV2603'3.7 MILES SOUTHWEST ALONG THE COUNTY ROAD FROM THE HOTEL AT
 KV2603'CLAUSSVILLE, THENCE 0.4 MILE WEST ALONG U.S. HIGHWAY NO. 22,
 KV2603'SET AT THE INTERSECTION OF NO. 22 AND A PRIVATE ROAD LEADING
 KV2603'SOUTH, 66 FEET WEST OF THE CENTER-LINE OF THE PRIVATE ROAD, 34.5
 KV2603'FEET SOUTH OF THE CENTER-LINE OF THE HIGHWAY, 0.2 MILE EAST
 KV2603'OF A PUBLIC CROSS ROADS, 3.5 FEET EAST OF THE NORTH END OF A
 KV2603'DOUBLE BILL BOARD, ABOUT 2 FEET BELOW HIGHWAY LEVEL.  A STANDARD
 KV2603'DISK SET IN TOP OF A CONCRETE POST.
 KV2603
 KV2603                          STATION RECOVERY (2002)
 KV2603
 KV2603'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWB)
 KV2603'MARK NOT FOUND.
 KV2603
 KV2603                          STATION RECOVERY (2003)
 KV2603
 KV2603'RECOVERY NOTE BY GEOCACHING 2003 (MDP)
 KV2603'THE AREA DESCRIBED BY CGS IN 1942 SEEMS TO HAVE BEEN FILLED OVER WITH
 KV2603'NEW SOIL.  THE AREA IS FLUSH WITH THE ROAD SURFACE, NOT 2 FEET LOWER
 KV2603'AS DESCRIBED IN THE MONUMENTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1237 ***********************************************************************
 LZ1237  DESIGNATION -  H 18
 LZ1237  PID         -  LZ1237
 LZ1237  STATE/COUNTY-  PA/CLINTON
 LZ1237  USGS QUAD   -  GLEN UNION (1971)
 LZ1237
 LZ1237                         *CURRENT SURVEY CONTROL
 LZ1237  ___________________________________________________________________
 LZ1237* NAD 83(1986)-  41 16 55.     (N)    077 36 20.     (W)     SCALED    
 LZ1237* NAVD 88     -       191.181  (meters)     627.23   (feet)  ADJUSTED  
 LZ1237  ___________________________________________________________________
 LZ1237  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 LZ1237  DYNAMIC HT  -         191.091 (meters)     626.94  (feet)  COMP
 LZ1237  MODELED GRAV-     980,151.6   (mgal)                       NAVD 88
 LZ1237
 LZ1237  VERT ORDER  -  SECOND    CLASS 0
 LZ1237
 LZ1237.The horizontal coordinates were scaled from a topographic map and have
 LZ1237.an estimated accuracy of +/- 6 seconds.
 LZ1237
 LZ1237.The orthometric height was determined by differential leveling
 LZ1237.and adjusted by the National Geodetic Survey in June 1991..
 LZ1237
 LZ1237.The geoid height was determined by GEOID03.
 LZ1237
 LZ1237.The dynamic height is computed by dividing the NAVD 88
 LZ1237.geopotential number by the normal gravity value computed on the
 LZ1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1237.degrees latitude (g = 980.6199 gals.).
 LZ1237
 LZ1237.The modeled gravity was interpolated from observed gravity values.
 LZ1237
 LZ1237;                    North         East    Units  Estimated Accuracy
 LZ1237;SPC PA N     -   123,870.      612,100.      MT  (+/- 180 meters Scaled)
 LZ1237
 LZ1237                          SUPERSEDED SURVEY CONTROL
 LZ1237
 LZ1237  NGVD 29 (??/??/92)  191.365  (m)          627.84   (f) ADJ UNCH    2 0
 LZ1237
 LZ1237.Superseded values are not recommended for survey control.
 LZ1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1237.See file dsdata.txt to determine how the superseded data were derived.
 LZ1237
 LZ1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL817733(NAD 83)
 LZ1237_MARKER: DB = BENCH MARK DISK
 LZ1237_SETTING: 66 = SET IN ROCK OUTCROP
 LZ1237_SP_SET: ROCK CLIFF
 LZ1237_STAMPING: H 18 1934
 LZ1237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ1237+STABILITY: POSITION/ELEVATION WELL
 LZ1237
 LZ1237  HISTORY     - Date     Condition        Report By
 LZ1237  HISTORY     - 1934     MONUMENTED       CGS
 LZ1237  HISTORY     - 1961     MARK NOT FOUND   USGS
 LZ1237
 LZ1237                          STATION DESCRIPTION
 LZ1237
 LZ1237'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 LZ1237'11.2 MI E FROM RENOVO.
 LZ1237'11.2 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LZ1237'AT RENOVO, CLINTON COUNTY, ABOUT 2.9 MILES WEST OF THE STATION
 LZ1237'AT GLEN UNION, ABOUT 60 FEET WEST OF THE FIFTEENTH POLE EAST OF
 LZ1237'MILEPOST 206, AT MILEAGE 206.4, ABOUT 160 FEET WEST OF A SMALL
 LZ1237'FRAME WATCHMANS SHANTY, 11 FEET NORTH OF THE CENTER LINE OF THE
 LZ1237'WEST-BOUND TRACK, IN A HIGH ROCK CLIFF, AND ABOUT 4-1/2 FEET
 LZ1237'HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED H
 LZ1237'18 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1623 ***********************************************************************
 KV1623  DESIGNATION -  H 180
 KV1623  PID         -  KV1623
 KV1623  STATE/COUNTY-  PA/NORTHAMPTON
 KV1623  USGS QUAD   -  BANGOR (1994)
 KV1623
 KV1623                         *CURRENT SURVEY CONTROL
 KV1623  ___________________________________________________________________
 KV1623* NAD 83(1986)-  40 47 29.     (N)    075 10 01.     (W)     SCALED    
 KV1623* NAVD 88     -       172.563  (meters)     566.15   (feet)  ADJUSTED  
 KV1623  ___________________________________________________________________
 KV1623  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KV1623  DYNAMIC HT  -         172.483 (meters)     565.89  (feet)  COMP
 KV1623  MODELED GRAV-     980,156.0   (mgal)                       NAVD 88
 KV1623
 KV1623  VERT ORDER  -  SECOND    CLASS 0
 KV1623
 KV1623.The horizontal coordinates were scaled from a topographic map and have
 KV1623.an estimated accuracy of +/- 6 seconds.
 KV1623
 KV1623.The orthometric height was determined by differential leveling
 KV1623.and adjusted by the National Geodetic Survey in June 1991..
 KV1623
 KV1623.The geoid height was determined by GEOID03.
 KV1623
 KV1623.The dynamic height is computed by dividing the NAVD 88
 KV1623.geopotential number by the normal gravity value computed on the
 KV1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1623.degrees latitude (g = 980.6199 gals.).
 KV1623
 KV1623.The modeled gravity was interpolated from observed gravity values.
 KV1623
 KV1623;                    North         East    Units  Estimated Accuracy
 KV1623;SPC PA S     -   165,090.      817,970.      MT  (+/- 180 meters Scaled)
 KV1623
 KV1623                          SUPERSEDED SURVEY CONTROL
 KV1623
 KV1623  NGVD 29 (??/??/??)  172.763  (m)          566.81   (f) ADJUSTED    2 0
 KV1623
 KV1623.Superseded values are not recommended for survey control.
 KV1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1623.See file dsdata.txt to determine how the superseded data were derived.
 KV1623
 KV1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL859156(NAD 83)
 KV1623_MARKER: DB = BENCH MARK DISK
 KV1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1623_STAMPING: H 180 1942
 KV1623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1623+STABILITY: SURFACE MOTION
 KV1623
 KV1623  HISTORY     - Date     Condition        Report By
 KV1623  HISTORY     - 1942     MONUMENTED       CGS
 KV1623  HISTORY     - 19940806 MARK NOT FOUND   USPSQD
 KV1623  HISTORY     - 19950119 MARK NOT FOUND   NJGS
 KV1623
 KV1623                          STATION DESCRIPTION
 KV1623
 KV1623'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1623'4 MI SW FROM RICHMOND.
 KV1623'THIS MARK IS ABOUT 4.05 MILES SOUTHWEST ALONG HIGHWAY 611 FROM
 KV1623'THE INTERSECTION AT RICHMOND, NORTHAMPTON COUNTY, 24.3 FEET
 KV1623'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 8.2 FEET NORTHWEST
 KV1623'OF AN 18-INCH CONCRETE CULVERT, 46.9 FEET NORTHEAST OF A WIRE
 KV1623'FENCE RUNNING NORTHWEST FROM THE HIGHWAY, 36.2 FEET WEST OF A POWER
 KV1623'POLE, ABOUT 500 FEET WEST AND ACROSS THE HIGHWAY FROM AN ESSO
 KV1623'SERVICE STATION, ABOUT 5.0 FEET HIGHER THAN THE HIGHWAY, A STANDARD
 KV1623'DISK SET IN THE TOP OF A CONCRETE POST.
 KV1623
 KV1623                          STATION RECOVERY (1994)
 KV1623
 KV1623'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1623'MARK NOT FOUND.
 KV1623
 KV1623                          STATION RECOVERY (1995)
 KV1623
 KV1623'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1623'THE STATION WAS NOT RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1624 ***********************************************************************
 KV1624  DESIGNATION -  H 180 RESET 1954
 KV1624  PID         -  KV1624
 KV1624  STATE/COUNTY-  PA/NORTHAMPTON
 KV1624  USGS QUAD   -  BANGOR (1994)
 KV1624
 KV1624                         *CURRENT SURVEY CONTROL
 KV1624  ___________________________________________________________________
 KV1624* NAD 83(1986)-  40 47 29.     (N)    075 10 03.     (W)     SCALED    
 KV1624* NAVD 88     -       171.39   (+/-2cm)     562.3    (feet)  VERTCON   
 KV1624  ___________________________________________________________________
 KV1624  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KV1624
 KV1624  VERT ORDER  -  THIRD (See Below)
 KV1624
 KV1624.The horizontal coordinates were scaled from a topographic map and have
 KV1624.an estimated accuracy of +/- 6 seconds.
 KV1624
 KV1624.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV1624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV1624.The vertical order pertains to the NGVD 29 superseded value.
 KV1624
 KV1624.The geoid height was determined by GEOID03.
 KV1624
 KV1624;                    North         East    Units  Estimated Accuracy
 KV1624;SPC PA S     -   165,090.      817,930.      MT  (+/- 180 meters Scaled)
 KV1624
 KV1624                          SUPERSEDED SURVEY CONTROL
 KV1624
 KV1624  NGVD 29 (??/??/??)  171.60   (m)          563.0    (f) RESET       3  
 KV1624
 KV1624.Superseded values are not recommended for survey control.
 KV1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1624.See file dsdata.txt to determine how the superseded data were derived.
 KV1624
 KV1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL858156(NAD 83)
 KV1624_MARKER: DB = BENCH MARK DISK
 KV1624_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1624_SP_SET: CULVERT
 KV1624_STAMPING: H 180 RESET 1954
 KV1624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1624
 KV1624  HISTORY     - Date     Condition        Report By
 KV1624  HISTORY     - 1954     MONUMENTED       CGS
 KV1624  HISTORY     - 19940806 MARK NOT FOUND   USPSQD
 KV1624  HISTORY     - 20030126 MARK NOT FOUND   USPSQD
 KV1624
 KV1624                          STATION DESCRIPTION
 KV1624
 KV1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KV1624'4 MI SW FROM RICHMOND.
 KV1624'4.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 611 FROM A GRAVEL-ROAD
 KV1624'INTERSECTION AT RICHMOND, 300 FEET WEST ACROSS THE HIGHWAY FROM
 KV1624'AN ESSO SERVICE STATION, IN FRONT OF THE B. MARTINKUS RESIDENCE,
 KV1624'85 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 38 FEET
 KV1624'SOUTHEAST OF A POLE, 15-1/2 FEET NORTHWEST OF THE CENTERLINE OF
 KV1624'THE HIGHWAY AND IN THE HEADWALL OF A CONCRETE CULVERT.  A STANDARD
 KV1624'DISK, STAMPED H 180 RESET 1954.  NOTE-- THIS BENCH MARK WAS
 KV1624'ESTABLISHED AND ITS ELEVATION DETERMINED BY A PARTY FROM THIS
 KV1624'BUREAU IN FEBRUARY 1954.
 KV1624
 KV1624                          STATION RECOVERY (1994)
 KV1624
 KV1624'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1624'MARK NOT FOUND.
 KV1624
 KV1624                          STATION RECOVERY (2003)
 KV1624
 KV1624'RECOVERY NOTE BY US POWER SQUADRON 2003 (DHS)
 KV1624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2306 ***********************************************************************
 KV2306  DESIGNATION -  H 181
 KV2306  PID         -  KV2306
 KV2306  STATE/COUNTY-  PA/BERKS
 KV2306  USGS QUAD   -  EAST GREENVILLE (1992)
 KV2306
 KV2306                         *CURRENT SURVEY CONTROL
 KV2306  ___________________________________________________________________
 KV2306* NAD 83(1986)-  40 26 49.     (N)    075 37 17.     (W)     SCALED    
 KV2306* NAVD 88     -       227.677  (meters)     746.97   (feet)  ADJUSTED  
 KV2306  ___________________________________________________________________
 KV2306  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 KV2306  DYNAMIC HT  -         227.557 (meters)     746.58  (feet)  COMP
 KV2306  MODELED GRAV-     980,091.9   (mgal)                       NAVD 88
 KV2306
 KV2306  VERT ORDER  -  SECOND    CLASS 0
 KV2306
 KV2306.The horizontal coordinates were scaled from a topographic map and have
 KV2306.an estimated accuracy of +/- 6 seconds.
 KV2306
 KV2306.The orthometric height was determined by differential leveling
 KV2306.and adjusted by the National Geodetic Survey in June 1991..
 KV2306
 KV2306.The geoid height was determined by GEOID03.
 KV2306
 KV2306.The dynamic height is computed by dividing the NAVD 88
 KV2306.geopotential number by the normal gravity value computed on the
 KV2306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2306.degrees latitude (g = 980.6199 gals.).
 KV2306
 KV2306.The modeled gravity was interpolated from observed gravity values.
 KV2306
 KV2306;                    North         East    Units  Estimated Accuracy
 KV2306;SPC PA S     -   125,830.      780,560.      MT  (+/- 180 meters Scaled)
 KV2306
 KV2306                          SUPERSEDED SURVEY CONTROL
 KV2306
 KV2306  NGVD 29 (??/??/??)  227.908  (m)          747.73   (f) ADJUSTED    2 0
 KV2306
 KV2306.Superseded values are not recommended for survey control.
 KV2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2306.See file dsdata.txt to determine how the superseded data were derived.
 KV2306
 KV2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK473775(NAD 83)
 KV2306_MARKER: DB = BENCH MARK DISK
 KV2306_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2306_SP_SET: BRIDGE RAILING
 KV2306_STAMPING: H181 1942
 KV2306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2306
 KV2306  HISTORY     - Date     Condition        Report By
 KV2306  HISTORY     - 1942     MONUMENTED       CGS
 KV2306  HISTORY     - 1956     GOOD             CGS
 KV2306  HISTORY     - 1990     POOR             USPSQD
 KV2306  HISTORY     - 20011231 SEE DESCRIPTION  USPSQD
 KV2306  HISTORY     - 20031223 POOR             USPSQD
 KV2306
 KV2306                          STATION DESCRIPTION
 KV2306
 KV2306'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2306'2.8 MI NE FROM LANDIS STORE POST OFFICE.
 KV2306'ABOUT 2.8 MILES NORTHEAST ALONG ROAD NO. 06157 FROM THE LANDIS
 KV2306'STORE POST OFFICE, AT HUFFS CHURCH, ABOUT 200 FEET SOUTHEAST OF
 KV2306'A BRICK SCHOOL HOUSE, 10 FEET SOUTHWEST OF THE CENTER LINE OF
 KV2306'THE ROAD, A STANDARD DISK SET IN THE TOP OF THE WEST END OF THE
 KV2306'RAILING OF A STONE BRIDGE.
 KV2306
 KV2306                          STATION RECOVERY (1956)
 KV2306
 KV2306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 KV2306'RECOVERED IN GOOD CONDITION.
 KV2306
 KV2306                          STATION RECOVERY (1990)
 KV2306
 KV2306'RECOVERY NOTE BY US POWER SQUADRON 1990 (JDC)
 KV2306'MARK RECOVERED IN POOR CONDITION.
 KV2306
 KV2306                          STATION RECOVERY (2001)
 KV2306
 KV2306'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV2306'USE WITH CAUTION.  MARK HAS BEEN RELOCATED WHEN THE OLD BRIDGE WAS
 KV2306'DESTROYED.
 KV2306
 KV2306                          STATION RECOVERY (2003)
 KV2306
 KV2306'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEQ)
 KV2306'USE WITH CAUTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2302 ***********************************************************************
 KV2302  DESIGNATION -  H 182
 KV2302  PID         -  KV2302
 KV2302  STATE/COUNTY-  PA/MONTGOMERY
 KV2302  USGS QUAD   -  EAST GREENVILLE (1992)
 KV2302
 KV2302                         *CURRENT SURVEY CONTROL
 KV2302  ___________________________________________________________________
 KV2302* NAD 83(1986)-  40 24 26.     (N)    075 30 10.     (W)     SCALED    
 KV2302* NAVD 88     -       125.920  (meters)     413.12   (feet)  ADJUSTED  
 KV2302  ___________________________________________________________________
 KV2302  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 KV2302  DYNAMIC HT  -         125.857 (meters)     412.92  (feet)  COMP
 KV2302  MODELED GRAV-     980,123.4   (mgal)                       NAVD 88
 KV2302
 KV2302  VERT ORDER  -  SECOND    CLASS 0
 KV2302
 KV2302.The horizontal coordinates were scaled from a topographic map and have
 KV2302.an estimated accuracy of +/- 6 seconds.
 KV2302
 KV2302.The orthometric height was determined by differential leveling
 KV2302.and adjusted by the National Geodetic Survey in June 1991..
 KV2302
 KV2302.The geoid height was determined by GEOID03.
 KV2302
 KV2302.The dynamic height is computed by dividing the NAVD 88
 KV2302.geopotential number by the normal gravity value computed on the
 KV2302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2302.degrees latitude (g = 980.6199 gals.).
 KV2302
 KV2302.The modeled gravity was interpolated from observed gravity values.
 KV2302
 KV2302;                    North         East    Units  Estimated Accuracy
 KV2302;SPC PA S     -   121,670.      790,730.      MT  (+/- 180 meters Scaled)
 KV2302
 KV2302                          SUPERSEDED SURVEY CONTROL
 KV2302
 KV2302  NGVD 29 (??/??/??)  126.183  (m)          413.99   (f) ADJUSTED    2 0
 KV2302
 KV2302.Superseded values are not recommended for survey control.
 KV2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2302.See file dsdata.txt to determine how the superseded data were derived.
 KV2302
 KV2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK573730(NAD 83)
 KV2302_MARKER: DB = BENCH MARK DISK
 KV2302_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2302_SP_SET: BUILDING
 KV2302_STAMPING: H 182 1942
 KV2302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2302
 KV2302  HISTORY     - Date     Condition        Report By
 KV2302  HISTORY     - 1942     MONUMENTED       CGS
 KV2302  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV2302  HISTORY     - 20031223 MARK NOT FOUND   USPSQD
 KV2302
 KV2302                          STATION DESCRIPTION
 KV2302
 KV2302'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2302'0.7 MI NW FROM PENNSBURG.
 KV2302'ABOUT 0.7 MILE NORTHWEST ALONG HIGHWAY NO. 29 FROM THE
 KV2302'FARMERS NATIONAL BANK AT PENNSBURG, AT THE EAST GREENVILLE
 KV2302'FIRE STATION, 52 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY NO.
 KV2302'29, A STANDARD DISK SET VERTICALLY IN THE SOUTHWEST CORNER OF THE
 KV2302'FIRE STATION, ABOUT 3.2 FEET ABOVE THE GROUND.
 KV2302
 KV2302                          STATION RECOVERY (1990)
 KV2302
 KV2302'RECOVERY NOTE BY US POWER SQUADRON 1990 (JDC)
 KV2302'MARK NOT FOUND.
 KV2302
 KV2302                          STATION RECOVERY (2003)
 KV2302
 KV2302'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEQ)
 KV2302'OLD FIRE HOUSE BLDG ON FOURTH AND MAIN STREETS NOW AN APARTMENT BLDG
 KV2302'AND COVERED WITH STUCCO, HIDING MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2101 ***********************************************************************
 KV2101  DESIGNATION -  H 183
 KV2101  PID         -  KV2101
 KV2101  STATE/COUNTY-  PA/MONTGOMERY
 KV2101  USGS QUAD   -  PERKIOMENVILLE (1992)
 KV2101
 KV2101                         *CURRENT SURVEY CONTROL
 KV2101  ___________________________________________________________________
 KV2101* NAD 83(1986)-  40 19 48.     (N)    075 24 50.     (W)     SCALED    
 KV2101* NAVD 88     -       147.308  (meters)     483.29   (feet)  ADJUSTED  
 KV2101  ___________________________________________________________________
 KV2101  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 KV2101  DYNAMIC HT  -         147.232 (meters)     483.04  (feet)  COMP
 KV2101  MODELED GRAV-     980,109.5   (mgal)                       NAVD 88
 KV2101
 KV2101  VERT ORDER  -  SECOND    CLASS 0
 KV2101
 KV2101.The horizontal coordinates were scaled from a topographic map and have
 KV2101.an estimated accuracy of +/- 6 seconds.
 KV2101
 KV2101.The orthometric height was determined by differential leveling
 KV2101.and adjusted by the National Geodetic Survey in June 1991..
 KV2101
 KV2101.The geoid height was determined by GEOID03.
 KV2101
 KV2101.The dynamic height is computed by dividing the NAVD 88
 KV2101.geopotential number by the normal gravity value computed on the
 KV2101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2101.degrees latitude (g = 980.6199 gals.).
 KV2101
 KV2101.The modeled gravity was interpolated from observed gravity values.
 KV2101
 KV2101;                    North         East    Units  Estimated Accuracy
 KV2101;SPC PA S     -   113,290.      798,500.      MT  (+/- 180 meters Scaled)
 KV2101
 KV2101                          SUPERSEDED SURVEY CONTROL
 KV2101
 KV2101  NGVD 29 (??/??/??)  147.595  (m)          484.23   (f) ADJUSTED    2 0
 KV2101
 KV2101.Superseded values are not recommended for survey control.
 KV2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2101.See file dsdata.txt to determine how the superseded data were derived.
 KV2101
 KV2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK648644(NAD 83)
 KV2101_MARKER: DB = BENCH MARK DISK
 KV2101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2101_STAMPING: H 183 1942
 KV2101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2101+STABILITY: SURFACE MOTION
 KV2101
 KV2101  HISTORY     - Date     Condition        Report By
 KV2101  HISTORY     - 1942     MONUMENTED       CGS
 KV2101  HISTORY     - 20030726 GOOD             GEOCAC
 KV2101
 KV2101                          STATION DESCRIPTION
 KV2101
 KV2101'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2101'2.3 MI W FROM TYLERS PORT.
 KV2101'2.3 MILES WEST ALONG HIGHWAY NO. 563 FROM THE FIRE STATION AT
 KV2101'TYLERS PORT, ABOUT 180 FEET SOUTH OF A YELLOW STUCCO HOUSE,
 KV2101'62 FEET EAST OF POWER POLE NO. 41, 24 FEET SOUTHEAST OF THE
 KV2101'CENTER LINE OF HIGHWAY NO. 563, 1.6 FEET NORTHWEST OF A WHITE
 KV2101'POST STENCILED U.S.B.M., A STANDARD DISK SET IN A CONCRETE POST.
 KV2101
 KV2101                          STATION RECOVERY (2003)
 KV2101
 KV2101'RECOVERY NOTE BY GEOCACHING 2003 (TME)
 KV2101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2115 ***********************************************************************
 KV2115  DESIGNATION -  H 184
 KV2115  PID         -  KV2115
 KV2115  STATE/COUNTY-  PA/MONTGOMERY
 KV2115  USGS QUAD   -  LANSDALE (1983)
 KV2115
 KV2115                         *CURRENT SURVEY CONTROL
 KV2115  ___________________________________________________________________
 KV2115* NAD 83(1986)-  40 12 04.     (N)    075 20 49.     (W)     SCALED    
 KV2115* NAVD 88     -        71.449  (meters)     234.41   (feet)  ADJUSTED  
 KV2115  ___________________________________________________________________
 KV2115  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 KV2115  DYNAMIC HT  -          71.413 (meters)     234.29  (feet)  COMP
 KV2115  MODELED GRAV-     980,128.2   (mgal)                       NAVD 88
 KV2115
 KV2115  VERT ORDER  -  SECOND    CLASS 0
 KV2115
 KV2115.The horizontal coordinates were scaled from a topographic map and have
 KV2115.an estimated accuracy of +/- 6 seconds.
 KV2115
 KV2115.The orthometric height was determined by differential leveling
 KV2115.and adjusted by the National Geodetic Survey in June 1991..
 KV2115
 KV2115.The geoid height was determined by GEOID03.
 KV2115
 KV2115.The dynamic height is computed by dividing the NAVD 88
 KV2115.geopotential number by the normal gravity value computed on the
 KV2115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2115.degrees latitude (g = 980.6199 gals.).
 KV2115
 KV2115.The modeled gravity was interpolated from observed gravity values.
 KV2115
 KV2115;                    North         East    Units  Estimated Accuracy
 KV2115;SPC PA S     -    99,140.      804,570.      MT  (+/- 180 meters Scaled)
 KV2115
 KV2115                          SUPERSEDED SURVEY CONTROL
 KV2115
 KV2115  NGVD 29 (??/??/??)   71.744  (m)          235.38   (f) ADJUSTED    2 0
 KV2115
 KV2115.Superseded values are not recommended for survey control.
 KV2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2115.See file dsdata.txt to determine how the superseded data were derived.
 KV2115
 KV2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK704501(NAD 83)
 KV2115_MARKER: DB = BENCH MARK DISK
 KV2115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2115_STAMPING: H 184 1942
 KV2115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2115+STABILITY: SURFACE MOTION
 KV2115
 KV2115  HISTORY     - Date     Condition        Report By
 KV2115  HISTORY     - 1942     MONUMENTED       CGS
 KV2115  HISTORY     - 1950     MARK NOT FOUND   USGS
 KV2115  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 KV2115
 KV2115                          STATION DESCRIPTION
 KV2115
 KV2115'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2115'AT WORCESTER.
 KV2115'AT WORCESTER, 56 FEET SOUTHEAST OF THE SOUTH CORNER OF THE GENERAL
 KV2115'STORE AND POST OFFICE BUILDING, 55 FEET NORTHEAST OF THE CENTER
 KV2115'LINE OF HIGHWAY NO. 73, 25.5 FEET SOUTHEAST OF THE CENTER LINE
 KV2115'OF HIGHWAY NO. 363, 1.5 FEET NORTHWEST OF A WHITE POST STENCILED
 KV2115'U.S.B.M., A STANDARD DISK SET IN A CONCRETE POST, AT THE WEST
 KV2115'CORNER OF A PASTURE AND ABOUT FLUSH WITH THE GROUND.
 KV2115
 KV2115                          STATION RECOVERY (1950)
 KV2115
 KV2115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 KV2115'MARK NOT FOUND.
 KV2115
 KV2115                          STATION RECOVERY (1988)
 KV2115
 KV2115'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDC)
 KV2115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1736 ***********************************************************************
 KV1736  DESIGNATION -  H 185
 KV1736  PID         -  KV1736
 KV1736  STATE/COUNTY-  PA/BUCKS
 KV1736  USGS QUAD   -  RIEGELSVILLE (1990)
 KV1736
 KV1736                         *CURRENT SURVEY CONTROL
 KV1736  ___________________________________________________________________
 KV1736* NAD 83(1986)-  40 34 58.     (N)    075 12 44.     (W)     SCALED    
 KV1736* NAVD 88     -        74.406  (meters)     244.11   (feet)  ADJUSTED  
 KV1736  ___________________________________________________________________
 KV1736  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KV1736  DYNAMIC HT  -          74.371 (meters)     244.00  (feet)  COMP
 KV1736  MODELED GRAV-     980,146.5   (mgal)                       NAVD 88
 KV1736
 KV1736  VERT ORDER  -  SECOND    CLASS 0
 KV1736
 KV1736.The horizontal coordinates were scaled from a topographic map and have
 KV1736.an estimated accuracy of +/- 6 seconds.
 KV1736
 KV1736.The orthometric height was determined by differential leveling
 KV1736.and adjusted by the National Geodetic Survey in June 1991..
 KV1736
 KV1736.The geoid height was determined by GEOID03.
 KV1736
 KV1736.The dynamic height is computed by dividing the NAVD 88
 KV1736.geopotential number by the normal gravity value computed on the
 KV1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1736.degrees latitude (g = 980.6199 gals.).
 KV1736
 KV1736.The modeled gravity was interpolated from observed gravity values.
 KV1736
 KV1736;                    North         East    Units  Estimated Accuracy
 KV1736;SPC PA S     -   141,820.      814,820.      MT  (+/- 180 meters Scaled)
 KV1736
 KV1736                          SUPERSEDED SURVEY CONTROL
 KV1736
 KV1736  NGVD 29 (??/??/??)   74.650  (m)          244.91   (f) ADJUSTED    2 0
 KV1736
 KV1736.Superseded values are not recommended for survey control.
 KV1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1736.See file dsdata.txt to determine how the superseded data were derived.
 KV1736
 KV1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK820924(NAD 83)
 KV1736_MARKER: DB = BENCH MARK DISK
 KV1736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1736_STAMPING: H 185 1942
 KV1736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1736+STABILITY: SURFACE MOTION
 KV1736
 KV1736  HISTORY     - Date     Condition        Report By
 KV1736  HISTORY     - 1942     MONUMENTED       CGS
 KV1736  HISTORY     - 1956     MARK NOT FOUND   CGS
 KV1736  HISTORY     - 19991114 MARK NOT FOUND   USPSQD
 KV1736
 KV1736                          STATION DESCRIPTION
 KV1736
 KV1736'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1736'2 MI SW FROM RIEGELSVILLE.
 KV1736'0.6 MILE SOUTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 KV1736'RIEGELSVILLE, THENCE 0.6 MILE SOUTHWEST ALONG U.S. HIGHWAY NO. 611,
 KV1736'THENCE 0.8 MILE WEST ALONG STATE HIGHWAY NO. 212, AT THE WEST
 KV1736'EDGE OF A SMALL CULTIVATED FIELD WHICH S ON THE WEST SIDE OF A
 KV1736'NEW WHITE HOUSE, 137 FEET WEST OF THE NORTHWEST CORNER OF THE
 KV1736'HOUSE, 67 FEET WEST OF POWER LINE POLE NO. ME-DM 351, 33 FEET
 KV1736'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 10 FEET NORTH OF A
 KV1736'15-INCH OAK TREE, AND 1 FOOT NORTH OF A STANDARD REFERENCE POST.
 KV1736'A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 KV1736
 KV1736                          STATION RECOVERY (1956)
 KV1736
 KV1736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 KV1736'MARK NOT FOUND.
 KV1736
 KV1736                          STATION RECOVERY (1999)
 KV1736
 KV1736'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV1736'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2064 ***********************************************************************
 KV2064  DESIGNATION -  H 186
 KV2064  PID         -  KV2064
 KV2064  STATE/COUNTY-  PA/BUCKS
 KV2064  USGS QUAD   -  BEDMINSTER (1992)
 KV2064
 KV2064                         *CURRENT SURVEY CONTROL
 KV2064  ___________________________________________________________________
 KV2064* NAD 83(1986)-  40 23 13.     (N)    075 08 48.     (W)     SCALED    
 KV2064* NAVD 88     -       179.990  (meters)     590.52   (feet)  ADJUSTED  
 KV2064  ___________________________________________________________________
 KV2064  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KV2064  DYNAMIC HT  -         179.898 (meters)     590.22  (feet)  COMP
 KV2064  MODELED GRAV-     980,111.2   (mgal)                       NAVD 88
 KV2064
 KV2064  VERT ORDER  -  SECOND    CLASS 0
 KV2064
 KV2064.The horizontal coordinates were scaled from a topographic map and have
 KV2064.an estimated accuracy of +/- 6 seconds.
 KV2064
 KV2064.The orthometric height was determined by differential leveling
 KV2064.and adjusted by the National Geodetic Survey in June 1991..
 KV2064
 KV2064.The geoid height was determined by GEOID03.
 KV2064
 KV2064.The dynamic height is computed by dividing the NAVD 88
 KV2064.geopotential number by the normal gravity value computed on the
 KV2064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2064.degrees latitude (g = 980.6199 gals.).
 KV2064
 KV2064.The modeled gravity was interpolated from observed gravity values.
 KV2064
 KV2064;                    North         East    Units  Estimated Accuracy
 KV2064;SPC PA S     -   120,250.      821,010.      MT  (+/- 180 meters Scaled)
 KV2064
 KV2064                          SUPERSEDED SURVEY CONTROL
 KV2064
 KV2064  NGVD 29 (??/??/??)  180.250  (m)          591.37   (f) ADJUSTED    2 0
 KV2064
 KV2064.Superseded values are not recommended for survey control.
 KV2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2064.See file dsdata.txt to determine how the superseded data were derived.
 KV2064
 KV2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK875707(NAD 83)
 KV2064_MARKER: DB = BENCH MARK DISK
 KV2064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2064_SP_SET: WALL
 KV2064_STAMPING: H 186 1942
 KV2064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2064
 KV2064  HISTORY     - Date     Condition        Report By
 KV2064  HISTORY     - 1942     MONUMENTED       CGS
 KV2064  HISTORY     - 19950901 MARK NOT FOUND   USPSQD
 KV2064  HISTORY     - 19970226 MARK NOT FOUND   USPSQD
 KV2064  HISTORY     - 20051221 MARK NOT FOUND   GILMOR
 KV2064
 KV2064                          STATION DESCRIPTION
 KV2064
 KV2064'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2064'AT PLUMSTEADVILLE.
 KV2064'AT PLUMSTEADVILLE, IN THE NORTH STONE WALL OF POST OFFICE AND
 KV2064'GENERAL STORE BUILDING, 1 FOOT WEST OF THE NORTHEAST CORNER,
 KV2064'AND 1.2 FEET ABOVE THE GROUND.  A STANDARD DISK, SET VERTICALLY.
 KV2064
 KV2064                          STATION RECOVERY (1995)
 KV2064
 KV2064'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV2064'MARK NOT FOUND.
 KV2064
 KV2064                          STATION RECOVERY (1997)
 KV2064
 KV2064'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV2064'MARK NOT FOUND.
 KV2064
 KV2064                          STATION RECOVERY (2005)
 KV2064
 KV2064'RECOVERY NOTE BY GILMORE AND ASSOCIATES, INCORPORATED 2005 (SJK)
 KV2064'MARK APPEARS TO HAVE BEEN COVERED OVER WITH STUCCO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2072 ***********************************************************************
 KV2072  DESIGNATION -  H 187
 KV2072  PID         -  KV2072
 KV2072  STATE/COUNTY-  PA/BUCKS
 KV2072  USGS QUAD   -  QUAKERTOWN (1994)
 KV2072
 KV2072                         *CURRENT SURVEY CONTROL
 KV2072  ___________________________________________________________________
 KV2072* NAD 83(1986)-  40 27 41.     (N)    075 16 15.     (W)     SCALED    
 KV2072* NAVD 88     -       149.448  (meters)     490.31   (feet)  ADJUSTED  
 KV2072  ___________________________________________________________________
 KV2072  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 KV2072  DYNAMIC HT  -         149.373 (meters)     490.07  (feet)  COMP
 KV2072  MODELED GRAV-     980,119.9   (mgal)                       NAVD 88
 KV2072
 KV2072  VERT ORDER  -  SECOND    CLASS 0
 KV2072
 KV2072.The horizontal coordinates were scaled from a topographic map and have
 KV2072.an estimated accuracy of +/- 6 seconds.
 KV2072
 KV2072.The orthometric height was determined by differential leveling
 KV2072.and adjusted by the National Geodetic Survey in June 1991..
 KV2072
 KV2072.The geoid height was determined by GEOID03.
 KV2072
 KV2072.The dynamic height is computed by dividing the NAVD 88
 KV2072.geopotential number by the normal gravity value computed on the
 KV2072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2072.degrees latitude (g = 980.6199 gals.).
 KV2072
 KV2072.The modeled gravity was interpolated from observed gravity values.
 KV2072
 KV2072;                    North         East    Units  Estimated Accuracy
 KV2072;SPC PA S     -   128,210.      810,240.      MT  (+/- 180 meters Scaled)
 KV2072
 KV2072                          SUPERSEDED SURVEY CONTROL
 KV2072
 KV2072  NGVD 29 (??/??/??)  149.729  (m)          491.24   (f) ADJUSTED    2 0
 KV2072
 KV2072.Superseded values are not recommended for survey control.
 KV2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2072.See file dsdata.txt to determine how the superseded data were derived.
 KV2072
 KV2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK770790(NAD 83)
 KV2072_MARKER: DB = BENCH MARK DISK
 KV2072_SETTING: 80 = SET IN A BOULDER
 KV2072_SP_SET: BOULDER
 KV2072_STAMPING: H 187 1942
 KV2072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2072+STABILITY: SURFACE MOTION
 KV2072
 KV2072  HISTORY     - Date     Condition        Report By
 KV2072  HISTORY     - 1942     MONUMENTED       CGS
 KV2072  HISTORY     - 19950629 MARK NOT FOUND   USPSQD
 KV2072  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KV2072
 KV2072                          STATION DESCRIPTION
 KV2072
 KV2072'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2072'4.2 MI W FROM KELLERS CHURCH POST OFFICE.
 KV2072'0.8 MILE SOUTHWEST ALONG STATE HIGHWAY NO. 563 FROM THE KELLERS
 KV2072'CHURCH POST OFFICE, THENCE 0.7 MILE NORTHWEST ALONG GRAVEL
 KV2072'ROAD NO. 093, THENCE 1.6 MILES WEST ALONG GRAVEL ROAD NO. 062,
 KV2072'THENCE 1.1 MILES NORTHWEST ALONG STATE HIGHWAY NO. 613, AT
 KV2072'AN INTERSECTION OF THE HIGHWAY AND BLACK-TOP ROAD NO. 082, 112
 KV2072'FEET NORTHWEST OF THE CENTER LINE OF NO. 082, 83 FEET SOUTHWEST
 KV2072'OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, SET IN THE
 KV2072'TOP OF A LARGE OUTCROPPING BOULDER.
 KV2072
 KV2072                          STATION RECOVERY (1995)
 KV2072
 KV2072'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV2072'MARK NOT FOUND.
 KV2072
 KV2072                          STATION RECOVERY (2001)
 KV2072
 KV2072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV2072'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2147 ***********************************************************************
 KV2147  DESIGNATION -  H 188
 KV2147  PID         -  KV2147
 KV2147  STATE/COUNTY-  PA/MONTGOMERY
 KV2147  USGS QUAD   -  HATBORO (1966)
 KV2147
 KV2147                         *CURRENT SURVEY CONTROL
 KV2147  ___________________________________________________________________
 KV2147* NAD 83(1986)-  40 09 38.     (N)    075 06 12.     (W)     SCALED    
 KV2147* NAVD 88     -        67.534  (meters)     221.57   (feet)  ADJUSTED  
 KV2147  ___________________________________________________________________
 KV2147  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 KV2147  DYNAMIC HT  -          67.502 (meters)     221.46  (feet)  COMP
 KV2147  MODELED GRAV-     980,151.8   (mgal)                       NAVD 88
 KV2147
 KV2147  VERT ORDER  -  SECOND    CLASS 0
 KV2147
 KV2147.The horizontal coordinates were scaled from a topographic map and have
 KV2147.an estimated accuracy of +/- 6 seconds.
 KV2147
 KV2147.The orthometric height was determined by differential leveling
 KV2147.and adjusted by the National Geodetic Survey in June 1991..
 KV2147
 KV2147.The geoid height was determined by GEOID03.
 KV2147
 KV2147.The dynamic height is computed by dividing the NAVD 88
 KV2147.geopotential number by the normal gravity value computed on the
 KV2147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2147.degrees latitude (g = 980.6199 gals.).
 KV2147
 KV2147.The modeled gravity was interpolated from observed gravity values.
 KV2147
 KV2147;                    North         East    Units  Estimated Accuracy
 KV2147;SPC PA S     -    95,230.      825,440.      MT  (+/- 180 meters Scaled)
 KV2147
 KV2147                          SUPERSEDED SURVEY CONTROL
 KV2147
 KV2147  NGVD 29 (??/??/??)   67.824  (m)          222.52   (f) ADJUSTED    2 0
 KV2147
 KV2147.Superseded values are not recommended for survey control.
 KV2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2147.See file dsdata.txt to determine how the superseded data were derived.
 KV2147
 KV2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK912455(NAD 83)
 KV2147_MARKER: DB = BENCH MARK DISK
 KV2147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2147_STAMPING: H 188 1942
 KV2147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2147+STABILITY: SURFACE MOTION
 KV2147_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2147+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2006
 KV2147
 KV2147  HISTORY     - Date     Condition        Report By
 KV2147  HISTORY     - 1942     MONUMENTED       CGS
 KV2147  HISTORY     - 20060404 GOOD             T3GLOB
 KV2147
 KV2147                          STATION DESCRIPTION
 KV2147
 KV2147'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2147'12.6 MI E FROM NORRISTOWN.
 KV2147'12.6 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV2147'CROSSING OF AN ELECTRIC RAILROAD AT NORRISTOWN, 0.1 MILE
 KV2147'WEST OF A WATER TANK AND WATERING STATION, 94.8 FEET EAST OF THE
 KV2147'NORTHEAST CORNER OF A SMALL STORAGE BUILDING, 54 FEET SOUTH OF
 KV2147'THE SOUTH RAIL OF THE SOUTH TRACK, 1.4 FEET NORTH OF AN EAST-WEST
 KV2147'PASTURE FENCE, 2 1/2 FEET EAST OF A TELEPHONE POLE, AND 1 FOOT
 KV2147'WEST OF A STANDARD REFERENCE POST.  A STANDARD DISK, SET IN THE
 KV2147'TOP OF A CONCRETE POST.
 KV2147
 KV2147                          STATION RECOVERY (2006)
 KV2147
 KV2147'RECOVERY NOTE BY T3 GLOBAL STRATEGIES 2006 (BAW)
 KV2147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1037 ***********************************************************************
 KV1037  DESIGNATION -  H 189
 KV1037  PID         -  KV1037
 KV1037  STATE/COUNTY-  PA/BUCKS
 KV1037  USGS QUAD   -  LANGHORNE (1993)
 KV1037
 KV1037                         *CURRENT SURVEY CONTROL
 KV1037  ___________________________________________________________________
 KV1037* NAD 83(1986)-  40 13 41.     (N)    074 56 14.     (W)     SCALED    
 KV1037* NAVD 88     -        49.192  (meters)     161.39   (feet)  ADJUSTED  
 KV1037  ___________________________________________________________________
 KV1037  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KV1037  DYNAMIC HT  -          49.169 (meters)     161.32  (feet)  COMP
 KV1037  MODELED GRAV-     980,150.4   (mgal)                       NAVD 88
 KV1037
 KV1037  VERT ORDER  -  SECOND    CLASS 0
 KV1037
 KV1037.The horizontal coordinates were scaled from a topographic map and have
 KV1037.an estimated accuracy of +/- 6 seconds.
 KV1037
 KV1037.The orthometric height was determined by differential leveling
 KV1037.and adjusted by the National Geodetic Survey in June 1991..
 KV1037
 KV1037.The geoid height was determined by GEOID03.
 KV1037
 KV1037.The dynamic height is computed by dividing the NAVD 88
 KV1037.geopotential number by the normal gravity value computed on the
 KV1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1037.degrees latitude (g = 980.6199 gals.).
 KV1037
 KV1037.The modeled gravity was interpolated from observed gravity values.
 KV1037
 KV1037;                    North         East    Units  Estimated Accuracy
 KV1037;SPC PA S     -   103,160.      839,350.      MT  (+/- 180 meters Scaled)
 KV1037
 KV1037                          SUPERSEDED SURVEY CONTROL
 KV1037
 KV1037  NGVD 29 (??/??/??)   49.500  (m)          162.40   (f) ADJUSTED    2 0
 KV1037
 KV1037.Superseded values are not recommended for survey control.
 KV1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1037.See file dsdata.txt to determine how the superseded data were derived.
 KV1037
 KV1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK053530(NAD 83)
 KV1037_MARKER: DB = BENCH MARK DISK
 KV1037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1037_SP_SET: BUILDING
 KV1037_STAMPING: H 189 1942
 KV1037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1037+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003
 KV1037
 KV1037  HISTORY     - Date     Condition        Report By
 KV1037  HISTORY     - 1942     MONUMENTED       CGS
 KV1037  HISTORY     - 1956     GOOD             CGS
 KV1037  HISTORY     - 1967     GOOD             AEROS
 KV1037  HISTORY     - 1978     GOOD             LOCENG
 KV1037  HISTORY     - 19991227 GOOD             USPSQD
 KV1037  HISTORY     - 20031001 GOOD             PADT
 KV1037
 KV1037                          STATION DESCRIPTION
 KV1037
 KV1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1037'AT NEWTOWN.
 KV1037'AT NEWTOWN, SET VERTICALLY IN THE EAST BRICK FACE AND AT THE
 KV1037'NORTHEAST CORNER OF THE FIRST NATIONAL BANK AND TRUST COMPANY
 KV1037'BLDG, 1.3 FEET SOUTH OF THE NORTHEAST CORNER OF THE BUILDING
 KV1037'AND 2.6 FEET ABOVE THE GROUND.
 KV1037
 KV1037                          STATION RECOVERY (1967)
 KV1037
 KV1037'RECOVERY NOTE BY AERO SERVICE CORPORATION 1967
 KV1037'RECOVERED IN GOOD CONDITION.
 KV1037
 KV1037                          STATION RECOVERY (1978)
 KV1037
 KV1037'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 KV1037'RECOVERED IN GOOD CONDITION.
 KV1037
 KV1037                          STATION RECOVERY (1999)
 KV1037
 KV1037'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV1037'RECOVERED IN GOOD CONDITION.
 KV1037
 KV1037                          STATION RECOVERY (2003)
 KV1037
 KV1037'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (ADR)
 KV1037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0174 ***********************************************************************
 MA0174  DESIGNATION -  H 19
 MA0174  PID         -  MA0174
 MA0174  STATE/COUNTY-  PA/CAMERON
 MA0174  USGS QUAD   -  DRIFTWOOD (1988)
 MA0174
 MA0174                         *CURRENT SURVEY CONTROL
 MA0174  ___________________________________________________________________
 MA0174* NAD 83(1986)-  41 20 12.     (N)    078 08 04.     (W)     SCALED    
 MA0174* NAVD 88     -       246.096  (meters)     807.40   (feet)  ADJUSTED  
 MA0174  ___________________________________________________________________
 MA0174  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 MA0174  DYNAMIC HT  -         245.988 (meters)     807.05  (feet)  COMP
 MA0174  MODELED GRAV-     980,177.1   (mgal)                       NAVD 88
 MA0174
 MA0174  VERT ORDER  -  SECOND    CLASS 0
 MA0174
 MA0174.The horizontal coordinates were scaled from a topographic map and have
 MA0174.an estimated accuracy of +/- 6 seconds.
 MA0174
 MA0174.The orthometric height was determined by differential leveling
 MA0174.and adjusted by the National Geodetic Survey in June 1991..
 MA0174
 MA0174.The geoid height was determined by GEOID03.
 MA0174
 MA0174.The dynamic height is computed by dividing the NAVD 88
 MA0174.geopotential number by the normal gravity value computed on the
 MA0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0174.degrees latitude (g = 980.6199 gals.).
 MA0174
 MA0174.The modeled gravity was interpolated from observed gravity values.
 MA0174
 MA0174;                    North         East    Units  Estimated Accuracy
 MA0174;SPC PA N     -   130,000.      567,820.      MT  (+/- 180 meters Scaled)
 MA0174
 MA0174                          SUPERSEDED SURVEY CONTROL
 MA0174
 MA0174  NGVD 29 (??/??/92)  246.268  (m)          807.96   (f) ADJ UNCH    2 0
 MA0174
 MA0174.Superseded values are not recommended for survey control.
 MA0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0174.See file dsdata.txt to determine how the superseded data were derived.
 MA0174
 MA0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF397800(NAD 83)
 MA0174_MARKER: DB = BENCH MARK DISK
 MA0174_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0174_SP_SET: BRIDGE SEAT
 MA0174_STAMPING: H 19 1934
 MA0174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0174
 MA0174  HISTORY     - Date     Condition        Report By
 MA0174  HISTORY     - 1934     MONUMENTED       CGS
 MA0174
 MA0174                          STATION DESCRIPTION
 MA0174
 MA0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0174'AT DRIFTWOOD.
 MA0174'AT DRIFTWOOD, CAMERON COUNTY, ABOUT 600 FEET WEST OF THE
 MA0174'PENNSYLVANIA RAILROAD STATION, ABOUT 0.9 MILE EAST OF MILEPOST
 MA0174'1, AT BRIDGE 109.79, IN THE TOP OF THE NORTH END OF THE WEST
 MA0174'STONE BRIDGE SEAT, 8-1/2 FEET NORTH OF THE CENTER LINE OF THE
 MA0174'WEST-BOUND TRACK, AND ABOUT 4-1/2 FEET LOWER THAN THE TOP OF THE
 MA0174'RAIL.  A STANDARD DISK, STAMPED H 19 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2733 ***********************************************************************
 KV2733  DESIGNATION -  H 190 PADH
 KV2733  PID         -  KV2733
 KV2733  STATE/COUNTY-  PA/LEHIGH
 KV2733  USGS QUAD   -  SLATEDALE (1980)
 KV2733
 KV2733                         *CURRENT SURVEY CONTROL
 KV2733  ___________________________________________________________________
 KV2733* NAD 83(1986)-  40 40 47.     (N)    075 42 53.     (W)     SCALED    
 KV2733* NAVD 88     -       191.977  (meters)     629.84   (feet)  ADJUSTED  
 KV2733  ___________________________________________________________________
 KV2733  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 KV2733  DYNAMIC HT  -         191.882 (meters)     629.53  (feet)  COMP
 KV2733  MODELED GRAV-     980,125.9   (mgal)                       NAVD 88
 KV2733
 KV2733  VERT ORDER  -  SECOND    CLASS 0
 KV2733
 KV2733.The horizontal coordinates were scaled from a topographic map and have
 KV2733.an estimated accuracy of +/- 6 seconds.
 KV2733
 KV2733.The orthometric height was determined by differential leveling
 KV2733.and adjusted by the National Geodetic Survey in June 1991..
 KV2733
 KV2733.The geoid height was determined by GEOID03.
 KV2733
 KV2733.The dynamic height is computed by dividing the NAVD 88
 KV2733.geopotential number by the normal gravity value computed on the
 KV2733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2733.degrees latitude (g = 980.6199 gals.).
 KV2733
 KV2733.The modeled gravity was interpolated from observed gravity values.
 KV2733
 KV2733;                    North         East    Units  Estimated Accuracy
 KV2733;SPC PA S     -   151,480.      772,040.      MT  (+/- 180 meters Scaled)
 KV2733
 KV2733                          SUPERSEDED SURVEY CONTROL
 KV2733
 KV2733  NGVD 29 (??/??/??)  192.177  (m)          630.50   (f) ADJUSTED    2 0
 KV2733
 KV2733.Superseded values are not recommended for survey control.
 KV2733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2733.See file dsdata.txt to determine how the superseded data were derived.
 KV2733
 KV2733_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL396034(NAD 83)
 KV2733_MARKER: DD = SURVEY DISK
 KV2733_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2733_SP_SET: ABUTMENT
 KV2733_STAMPING: H 190 1942
 KV2733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2733
 KV2733  HISTORY     - Date     Condition        Report By
 KV2733  HISTORY     - 1942     MONUMENTED       PADH
 KV2733  HISTORY     - 1942     GOOD             CGS
 KV2733  HISTORY     - 1968     GOOD             AEROS
 KV2733  HISTORY     - 19961110 GOOD             USPSQD
 KV2733  HISTORY     - 20030102 GOOD             USPSQD
 KV2733  HISTORY     - 20030102 GOOD             USPSQD
 KV2733
 KV2733                          STATION DESCRIPTION
 KV2733
 KV2733'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2733'1.3 MI W FROM JORDAN.
 KV2733'1.3 MILES WEST ALONG STATE HIGHWAY NO. 29 FROM THE POST OFFICE
 KV2733'AT JORDAN, SET IN THE NORTH CORNER OF THE WEST ABUTMENT OF THE
 KV2733'CONCRETE BRIDGE, ABOUT 0.15 MILE EAST OF THE INTERSECTION OF THE
 KV2733'OLD AND NEW HIGHWAY, 14.6 FEET EAST OF THE CENTER-LINE OF THE
 KV2733'PRIVATE ROAD LEADING NORTH AND EAST TO FARM HOUSE, 13.4 FEET NORTH
 KV2733'OF THE CENTER-LINE OF THE HIGHWAY.  A PENNSYLVANIA DEPARTMENT OF
 KV2733'HIGHWAYS BRONZE DISK. STAMPED BY THE U.S.C. AND G.S.
 KV2733
 KV2733                          STATION RECOVERY (1968)
 KV2733
 KV2733'RECOVERY NOTE BY AERO SERVICE CORPORATION 1968
 KV2733'RECOVERED IN GOOD CONDITION.
 KV2733
 KV2733                          STATION RECOVERY (1996)
 KV2733
 KV2733'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV2733'RECOVERED IN GOOD CONDITION.
 KV2733
 KV2733                          STATION RECOVERY (2003)
 KV2733
 KV2733'RECOVERY NOTE BY US POWER SQUADRON 2003 (JL)
 KV2733'ALONG STATE ROUTE 309, 0.2 MILES WEST OF THE INTERSECTION OF ROUTE 309
 KV2733'AND STATE ROUTE 100.  SET IN THE NORTH CORNER OF THE EAST ABUTMENT OF
 KV2733'A BRIDGE, 22.9 FEET FROM THE CENTERLINE OF THE HIGHWAY.
 KV2733
 KV2733                          STATION RECOVERY (2003)
 KV2733
 KV2733'RECOVERY NOTE BY US POWER SQUADRON 2003 (MVB)
 KV2733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2678 ***********************************************************************
 KV2678  DESIGNATION -  H 191 PADH
 KV2678  PID         -  KV2678
 KV2678  STATE/COUNTY-  PA/BERKS
 KV2678  USGS QUAD   -  KUTZTOWN (1974)
 KV2678
 KV2678                         *CURRENT SURVEY CONTROL
 KV2678  ___________________________________________________________________
 KV2678* NAD 83(1986)-  40 32 41.     (N)    075 48 04.     (W)     SCALED    
 KV2678* NAVD 88     -       124.823  (meters)     409.52   (feet)  ADJUSTED  
 KV2678  ___________________________________________________________________
 KV2678  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 KV2678  DYNAMIC HT  -         124.759 (meters)     409.31  (feet)  COMP
 KV2678  MODELED GRAV-     980,113.2   (mgal)                       NAVD 88
 KV2678
 KV2678  VERT ORDER  -  SECOND    CLASS 0
 KV2678
 KV2678.The horizontal coordinates were scaled from a topographic map and have
 KV2678.an estimated accuracy of +/- 6 seconds.
 KV2678
 KV2678.The orthometric height was determined by differential leveling
 KV2678.and adjusted by the National Geodetic Survey in June 1991..
 KV2678
 KV2678.The geoid height was determined by GEOID03.
 KV2678
 KV2678.The dynamic height is computed by dividing the NAVD 88
 KV2678.geopotential number by the normal gravity value computed on the
 KV2678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2678.degrees latitude (g = 980.6199 gals.).
 KV2678
 KV2678.The modeled gravity was interpolated from observed gravity values.
 KV2678
 KV2678;                    North         East    Units  Estimated Accuracy
 KV2678;SPC PA S     -   136,330.      765,070.      MT  (+/- 180 meters Scaled)
 KV2678
 KV2678                          SUPERSEDED SURVEY CONTROL
 KV2678
 KV2678  NGVD 29 (??/??/??)  125.033  (m)          410.21   (f) ADJUSTED    2 0
 KV2678
 KV2678.Superseded values are not recommended for survey control.
 KV2678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2678.See file dsdata.txt to determine how the superseded data were derived.
 KV2678
 KV2678_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK321885(NAD 83)
 KV2678_MARKER: DD = SURVEY DISK
 KV2678_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2678_SP_SET: BRIDGE ABUTMENT
 KV2678_STAMPING: H-191 1942
 KV2678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2678
 KV2678  HISTORY     - Date     Condition        Report By
 KV2678  HISTORY     - 1942     MONUMENTED       PADH
 KV2678  HISTORY     - 1942     GOOD             CGS
 KV2678  HISTORY     - 1987     GOOD             USPSQD
 KV2678  HISTORY     - 19991114 GOOD             USPSQD
 KV2678  HISTORY     - 20060729 GOOD             GEOCAC
 KV2678
 KV2678                          STATION DESCRIPTION
 KV2678
 KV2678'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2678'2.9 MI S FROM KRUMSVILLE.
 KV2678'2.9 MILES SOUTH ALONG THE COUNTY ROAD FROM THE HOTEL AT KRUMSVILLE,
 KV2678'AT THE INTERSECTION OF THE MAIN ROAD AND A SIDE ROAD LEADING
 KV2678'NORTHEAST, SET IN THE SOUTH CORNER OF THE WEST ABUTMENT OF THE
 KV2678'BRIDGE UNDER THE SIDE ROAD, 23.3 FEET EAST OF THE CENTER-LINE
 KV2678'OF THE MAIN ROAD, 14 FEET SOUTH OF THE CENTER-LINE OF THE SIDE
 KV2678'ROAD.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS BRONZE DISK.
 KV2678'STAMPED BY THE U.S.C. AND G.S.
 KV2678
 KV2678                          STATION RECOVERY (1987)
 KV2678
 KV2678'RECOVERY NOTE BY US POWER SQUADRON 1987 (MWD)
 KV2678'RECOVERED IN GOOD CONDITION.
 KV2678
 KV2678                          STATION RECOVERY (1999)
 KV2678
 KV2678'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV2678'RECOVERED IN GOOD CONDITION.
 KV2678
 KV2678                          STATION RECOVERY (2006)
 KV2678
 KV2678'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KV2678'SIDE ROAD LEADING EAST IS GUN CLUB ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2751 ***********************************************************************
 KV2751  DESIGNATION -  H 192
 KV2751  PID         -  KV2751
 KV2751  STATE/COUNTY-  PA/SCHUYLKILL
 KV2751  USGS QUAD   -  NEW TRIPOLI (1994)
 KV2751
 KV2751                         *CURRENT SURVEY CONTROL
 KV2751  ___________________________________________________________________
 KV2751* NAD 83(1986)-  40 44 56.     (N)    075 47 29.     (W)     SCALED    
 KV2751* NAVD 88     -       179.407  (meters)     588.60   (feet)  ADJUSTED  
 KV2751  ___________________________________________________________________
 KV2751  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KV2751  DYNAMIC HT  -         179.321 (meters)     588.32  (feet)  COMP
 KV2751  MODELED GRAV-     980,138.5   (mgal)                       NAVD 88
 KV2751
 KV2751  VERT ORDER  -  SECOND    CLASS 0
 KV2751
 KV2751.The horizontal coordinates were scaled from a topographic map and have
 KV2751.an estimated accuracy of +/- 6 seconds.
 KV2751
 KV2751.The orthometric height was determined by differential leveling
 KV2751.and adjusted by the National Geodetic Survey in June 1991..
 KV2751
 KV2751.The geoid height was determined by GEOID03.
 KV2751
 KV2751.The dynamic height is computed by dividing the NAVD 88
 KV2751.geopotential number by the normal gravity value computed on the
 KV2751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2751.degrees latitude (g = 980.6199 gals.).
 KV2751
 KV2751.The modeled gravity was interpolated from observed gravity values.
 KV2751
 KV2751;                    North         East    Units  Estimated Accuracy
 KV2751;SPC PA S     -   159,010.      765,390.      MT  (+/- 180 meters Scaled)
 KV2751
 KV2751                          SUPERSEDED SURVEY CONTROL
 KV2751
 KV2751  NGVD 29 (??/??/??)  179.612  (m)          589.28   (f) ADJUSTED    2 0
 KV2751
 KV2751.Superseded values are not recommended for survey control.
 KV2751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2751.See file dsdata.txt to determine how the superseded data were derived.
 KV2751
 KV2751_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL331111(NAD 83)
 KV2751_MARKER: DB = BENCH MARK DISK
 KV2751_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2751_SP_SET: TOWER BASE
 KV2751_STAMPING: H 192 1942
 KV2751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2751
 KV2751  HISTORY     - Date     Condition        Report By
 KV2751  HISTORY     - 1942     MONUMENTED       CGS
 KV2751  HISTORY     - 1972     GOOD             MME
 KV2751  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV2751
 KV2751                          STATION DESCRIPTION
 KV2751
 KV2751'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2751'AT ANDREAS.
 KV2751'AT ANDREAS, ALONG THE LEHIGH VALLEY RAILROAD, SET IN THE
 KV2751'CENTER OF AN OLD SIGNAL TOWER BASE, IN THE NORTHEAST QUARTER OF
 KV2751'THE INTERSECTION, 22.7 FEET EAST OF THE CENTER-LINE OF THE ROAD,
 KV2751'21.5 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 10.5 FEET WEST
 KV2751'OF THE SOUTHWEST CORNER OF THE STATION.  A STANDARD DISK.
 KV2751
 KV2751                          STATION RECOVERY (1972)
 KV2751
 KV2751'RECOVERY NOTE BY MYERS-MACOMBER ENGINEERS 1972
 KV2751'RECOVERED IN GOOD CONDITION.
 KV2751
 KV2751                          STATION RECOVERY (1990)
 KV2751
 KV2751'RECOVERY NOTE BY US POWER SQUADRON 1990 (MWD)
 KV2751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1945 ***********************************************************************
 JV1945  DESIGNATION -  H 193
 JV1945  PID         -  JV1945
 JV1945  STATE/COUNTY-  PA/FRANKLIN
 JV1945  USGS QUAD   -  BLUE RIDGE SUMMIT (1985)
 JV1945
 JV1945                         *CURRENT SURVEY CONTROL
 JV1945  ___________________________________________________________________
 JV1945* NAD 83(1986)-  39 43 55.     (N)    077 27 42.     (W)     SCALED    
 JV1945* NAVD 88     -       337.846  (meters)    1108.42   (feet)  ADJUSTED  
 JV1945  ___________________________________________________________________
 JV1945  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 JV1945  DYNAMIC HT  -         337.649 (meters)    1107.77  (feet)  COMP
 JV1945  MODELED GRAV-     980,034.4   (mgal)                       NAVD 88
 JV1945
 JV1945  VERT ORDER  -  SECOND    CLASS 0
 JV1945
 JV1945.The horizontal coordinates were scaled from a topographic map and have
 JV1945.an estimated accuracy of +/- 6 seconds.
 JV1945
 JV1945.The orthometric height was determined by differential leveling
 JV1945.and adjusted by the National Geodetic Survey in June 1991..
 JV1945
 JV1945.The geoid height was determined by GEOID03.
 JV1945
 JV1945.The dynamic height is computed by dividing the NAVD 88
 JV1945.geopotential number by the normal gravity value computed on the
 JV1945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1945.degrees latitude (g = 980.6199 gals.).
 JV1945
 JV1945.The modeled gravity was interpolated from observed gravity values.
 JV1945
 JV1945;                    North         East    Units  Estimated Accuracy
 JV1945;SPC PA S     -    44,300.      624,720.      MT  (+/- 180 meters Scaled)
 JV1945
 JV1945                          SUPERSEDED SURVEY CONTROL
 JV1945
 JV1945  NGVD 29 (??/??/??)  338.010  (m)         1108.95   (f) ADJUSTED    2 0
 JV1945
 JV1945.Superseded values are not recommended for survey control.
 JV1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1945.See file dsdata.txt to determine how the superseded data were derived.
 JV1945
 JV1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK890009(NAD 83)
 JV1945_MARKER: DB = BENCH MARK DISK
 JV1945_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV1945_SP_SET: CULVERT
 JV1945_STAMPING: H 193 1942
 JV1945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV1945
 JV1945  HISTORY     - Date     Condition        Report By
 JV1945  HISTORY     - 1942     MONUMENTED       CGS
 JV1945
 JV1945                          STATION DESCRIPTION
 JV1945
 JV1945'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1945'1.1 MI N FROM BLUE RIDGE SUMMIT.
 JV1945'IN ADAMS COUNTY, 1.1 MILES NORTH OF THE RAILROAD STATION AT
 JV1945'BLUE RIDGE SUMMIT, FRANKLIN COUNTY, ON STATE HIGHWAY 16, 30
 JV1945'FEET WEST OF FOUR 12-INCH OAK TREES, 23.4 FEET SOUTHEAST OF THE
 JV1945'CENTER LINE OF THE HIGHWAY, AT A CULVERT, AND IN THE TOP OF THE
 JV1945'SOUTHEAST HEAD WALL.  A STANDARD DISK, STAMPED H 193 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1634 ***********************************************************************
 JV1634  DESIGNATION -  H 194
 JV1634  PID         -  JV1634
 JV1634  STATE/COUNTY-  PA/YORK
 JV1634  USGS QUAD   -  HANOVER (1984)
 JV1634
 JV1634                         *CURRENT SURVEY CONTROL
 JV1634  ___________________________________________________________________
 JV1634* NAD 83(1986)-  39 49 55.     (N)    076 53 56.     (W)     SCALED    
 JV1634* NAVD 88     -       173.804  (meters)     570.22   (feet)  ADJUSTED  
 JV1634  ___________________________________________________________________
 JV1634  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 JV1634  DYNAMIC HT  -         173.715 (meters)     569.93  (feet)  COMP
 JV1634  MODELED GRAV-     980,106.4   (mgal)                       NAVD 88
 JV1634
 JV1634  VERT ORDER  -  SECOND    CLASS 0
 JV1634
 JV1634.The horizontal coordinates were scaled from a topographic map and have
 JV1634.an estimated accuracy of +/- 6 seconds.
 JV1634
 JV1634.The orthometric height was determined by differential leveling
 JV1634.and adjusted by the National Geodetic Survey in June 1991..
 JV1634
 JV1634.The geoid height was determined by GEOID03.
 JV1634
 JV1634.The dynamic height is computed by dividing the NAVD 88
 JV1634.geopotential number by the normal gravity value computed on the
 JV1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1634.degrees latitude (g = 980.6199 gals.).
 JV1634
 JV1634.The modeled gravity was interpolated from observed gravity values.
 JV1634
 JV1634;                    North         East    Units  Estimated Accuracy
 JV1634;SPC PA S     -    55,710.      672,860.      MT  (+/- 180 meters Scaled)
 JV1634
 JV1634                          SUPERSEDED SURVEY CONTROL
 JV1634
 JV1634  NGVD 29 (??/??/??)  174.030  (m)          570.96   (f) ADJUSTED    2 0
 JV1634
 JV1634.Superseded values are not recommended for survey control.
 JV1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1634.See file dsdata.txt to determine how the superseded data were derived.
 JV1634
 JV1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK375108(NAD 83)
 JV1634_MARKER: DB = BENCH MARK DISK
 JV1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1634_STAMPING: H 194 1942
 JV1634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1634+STABILITY: SURFACE MOTION
 JV1634
 JV1634  HISTORY     - Date     Condition        Report By
 JV1634  HISTORY     - 1942     MONUMENTED       CGS
 JV1634
 JV1634                          STATION DESCRIPTION
 JV1634
 JV1634'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1634'0.5 MI NW FROM PORTERS SIDELING.
 JV1634'0.5 MILE NORTHWEST ALONG THE GLENVILLE ROAD FROM THE POST OFFICE
 JV1634'AT PORTERS SIDELING, YORK COUNTY, IN A FIELD OF SMALL PINE TREES,
 JV1634'24.2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 3.4 FEET SOUTH
 JV1634'OF A POWER-TRANSMISSION LINE POLE, NEAR A WHITE WOODEN WITNESS
 JV1634'POST, AND ABOUT 5 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 JV1634'STAMPED H 194 1942 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1080 ***********************************************************************
 KX1080  DESIGNATION -  H 195
 KX1080  PID         -  KX1080
 KX1080  STATE/COUNTY-  PA/WESTMORELAND
 KX1080  USGS QUAD   -  DERRY (1977)
 KX1080
 KX1080                         *CURRENT SURVEY CONTROL
 KX1080  ___________________________________________________________________
 KX1080* NAD 83(1986)-  40 15 29.     (N)    079 15 46.     (W)     SCALED    
 KX1080* NAVD 88     -       344.741  (meters)    1131.04   (feet)  ADJUSTED  
 KX1080  ___________________________________________________________________
 KX1080  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KX1080  DYNAMIC HT  -         344.555 (meters)    1130.43  (feet)  COMP
 KX1080  MODELED GRAV-     980,076.6   (mgal)                       NAVD 88
 KX1080
 KX1080  VERT ORDER  -  SECOND    CLASS 0
 KX1080
 KX1080.The horizontal coordinates were scaled from a topographic map and have
 KX1080.an estimated accuracy of +/- 6 seconds.
 KX1080
 KX1080.The orthometric height was determined by differential leveling
 KX1080.and adjusted by the National Geodetic Survey in June 1991..
 KX1080
 KX1080.The geoid height was determined by GEOID03.
 KX1080
 KX1080.The dynamic height is computed by dividing the NAVD 88
 KX1080.geopotential number by the normal gravity value computed on the
 KX1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1080.degrees latitude (g = 980.6199 gals.).
 KX1080
 KX1080.The modeled gravity was interpolated from observed gravity values.
 KX1080
 KX1080;                    North         East    Units  Estimated Accuracy
 KX1080;SPC PA S     -   103,780.      471,320.      MT  (+/- 180 meters Scaled)
 KX1080
 KX1080                          SUPERSEDED SURVEY CONTROL
 KX1080
 KX1080  NGVD 29 (??/??/92)  344.923  (m)         1131.63   (f) ADJ UNCH    2 0
 KX1080
 KX1080.Superseded values are not recommended for survey control.
 KX1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1080.See file dsdata.txt to determine how the superseded data were derived.
 KX1080
 KX1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE477578(NAD 83)
 KX1080_MARKER: DB = BENCH MARK DISK
 KX1080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1080_SP_SET: CULVERT
 KX1080_STAMPING: H 195 1943
 KX1080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1080
 KX1080  HISTORY     - Date     Condition        Report By
 KX1080  HISTORY     - 1943     MONUMENTED       CGS
 KX1080  HISTORY     - 1954     GOOD             NGS
 KX1080
 KX1080                          STATION DESCRIPTION
 KX1080
 KX1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KX1080'1.9 MI NW FROM LIGONIER.
 KX1080'1.9 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE SQUARE AT
 KX1080'LIGONIER, AT THE SOUTH END OF A CURVE WITH TANGENTS EXTENDING
 KX1080'SOUTH AND NORTHWEST, ABOUT 103 YARDS NORTH OF CENTER OF A DRIVE
 KX1080'EAST TO COLONIAL INN, IN THE TOP OF THE NORTH END OF EAST
 KX1080'CONCRETE HEAD WALL OF A 15-INCH PIPE CULVERT, 14 1/2 FEET
 KX1080'EAST OF CENTER LINE OF HIGHWAY AND ABOUT 1/3 FOOT ABOVE LEVEL
 KX1080'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1114 ***********************************************************************
 KX1114  DESIGNATION -  H 196
 KX1114  PID         -  KX1114
 KX1114  STATE/COUNTY-  PA/FAYETTE
 KX1114  USGS QUAD   -  DONEGAL (1993)
 KX1114
 KX1114                         *CURRENT SURVEY CONTROL
 KX1114  ___________________________________________________________________
 KX1114* NAD 83(1986)-  40 03 20.     (N)    079 22 44.     (W)     SCALED    
 KX1114* NAVD 88     -       438.755  (meters)    1439.48   (feet)  ADJUSTED  
 KX1114  ___________________________________________________________________
 KX1114  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KX1114  DYNAMIC HT  -         438.497 (meters)    1438.64  (feet)  COMP
 KX1114  MODELED GRAV-     980,024.0   (mgal)                       NAVD 88
 KX1114
 KX1114  VERT ORDER  -  SECOND    CLASS 0
 KX1114
 KX1114.The horizontal coordinates were scaled from a topographic map and have
 KX1114.an estimated accuracy of +/- 6 seconds.
 KX1114
 KX1114.The orthometric height was determined by differential leveling
 KX1114.and adjusted by the National Geodetic Survey in June 1991..
 KX1114
 KX1114.The geoid height was determined by GEOID03.
 KX1114
 KX1114.The dynamic height is computed by dividing the NAVD 88
 KX1114.geopotential number by the normal gravity value computed on the
 KX1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1114.degrees latitude (g = 980.6199 gals.).
 KX1114
 KX1114.The modeled gravity was interpolated from observed gravity values.
 KX1114
 KX1114;                    North         East    Units  Estimated Accuracy
 KX1114;SPC PA S     -    81,470.      461,030.      MT  (+/- 180 meters Scaled)
 KX1114
 KX1114                          SUPERSEDED SURVEY CONTROL
 KX1114
 KX1114  NGVD 29 (??/??/92)  438.907  (m)         1439.98   (f) ADJ UNCH    2 0
 KX1114
 KX1114.Superseded values are not recommended for survey control.
 KX1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1114.See file dsdata.txt to determine how the superseded data were derived.
 KX1114
 KX1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE382351(NAD 83)
 KX1114_MARKER: DB = BENCH MARK DISK
 KX1114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1114_SP_SET: CULVERT
 KX1114_STAMPING: H 196 1943
 KX1114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1114
 KX1114  HISTORY     - Date     Condition        Report By
 KX1114  HISTORY     - 1943     MONUMENTED       CGS
 KX1114  HISTORY     - 1954     GOOD             NGS
 KX1114
 KX1114                          STATION DESCRIPTION
 KX1114
 KX1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KX1114'3.1 MI SW FROM JONES MILLS.
 KX1114'3.1 MILES SOUTHWEST ALONG STATE HIGHWAY 381 - 711 FROM THE
 KX1114'JUNCTION OF STATE HIGHWAY 31 AT JONES MILLS, ABOUT 0.6 MILE
 KX1114'NORTHEAST OF THE SCHOOL AT MELCROFT, IN THE TOP OF THE SOUTHWEST
 KX1114'END OF THE SOUTHEAST STONE MASONRY HEAD WALL OF A 5-FOOT CORRUGATED
 KX1114'PIPE CULVERT, 22 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY AND
 KX1114'ABOUT 2 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0184 ***********************************************************************
 KY0184  DESIGNATION -  H 198
 KY0184  PID         -  KY0184
 KY0184  STATE/COUNTY-  PA/LAWRENCE
 KY0184  USGS QUAD   -  NEW CASTLE SOUTH (1990)
 KY0184
 KY0184                         *CURRENT SURVEY CONTROL
 KY0184  ___________________________________________________________________
 KY0184* NAD 83(1986)-  40 58 16.     (N)    080 22 27.     (W)     SCALED    
 KY0184* NAVD 88     -       242.770  (meters)     796.49   (feet)  ADJUSTED  
 KY0184  ___________________________________________________________________
 KY0184  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 KY0184  DYNAMIC HT  -         242.653 (meters)     796.10  (feet)  COMP
 KY0184  MODELED GRAV-     980,136.5   (mgal)                       NAVD 88
 KY0184
 KY0184  VERT ORDER  -  FIRST     CLASS II
 KY0184
 KY0184.The horizontal coordinates were scaled from a topographic map and have
 KY0184.an estimated accuracy of +/- 6 seconds.
 KY0184
 KY0184.The orthometric height was determined by differential leveling
 KY0184.and adjusted by the National Geodetic Survey in June 1991..
 KY0184
 KY0184.The geoid height was determined by GEOID03.
 KY0184
 KY0184.The dynamic height is computed by dividing the NAVD 88
 KY0184.geopotential number by the normal gravity value computed on the
 KY0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0184.degrees latitude (g = 980.6199 gals.).
 KY0184
 KY0184.The modeled gravity was interpolated from observed gravity values.
 KY0184
 KY0184;                    North         East    Units  Estimated Accuracy
 KY0184;SPC PA S     -   185,140.      379,150.      MT  (+/- 180 meters Scaled)
 KY0184
 KY0184                          SUPERSEDED SURVEY CONTROL
 KY0184
 KY0184  NGVD 29 (??/??/92)  242.919  (m)          796.98   (f) ADJ UNCH    1 2
 KY0184
 KY0184.Superseded values are not recommended for survey control.
 KY0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0184.See file dsdata.txt to determine how the superseded data were derived.
 KY0184
 KY0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF526357(NAD 83)
 KY0184_MARKER: DB = BENCH MARK DISK
 KY0184_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0184_SP_SET: ABUTMENT
 KY0184_STAMPING: H 198
 KY0184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY0184+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2006
 KY0184
 KY0184  HISTORY     - Date     Condition        Report By
 KY0184  HISTORY     - UNK      MONUMENTED       CGS
 KY0184  HISTORY     - 1950     GOOD             NGS
 KY0184  HISTORY     - 20060605 GOOD             PADT
 KY0184
 KY0184                          STATION DESCRIPTION
 KY0184
 KY0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KY0184'0.2 MI S FROM MAHONINGTOWN.
 KY0184'ABOUT 0.15 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 KY0184'FROM THE NEW CASTLE STATION AT MAHONINGTOWN, IN BRIDGE 47-30,
 KY0184'WHICH IS AN OVERPASS OVER THE PENNSYLVANIA TRACKS.  IT IS
 KY0184'13.5 FEET NORTHEAST OF THE NORTHEAST RAIL, IN THE TOP AND
 KY0184'NORTHEAST END OF THE NORTHWEST ABUTMENT AND ABOUT 3 BELOW THE
 KY0184'LEVEL OF THE TRACK.  A STANDARD DISK SET AND CEMENTED IN A
 KY0184'DRILLED HOLE.
 KY0184
 KY0184                          STATION RECOVERY (2006)
 KY0184
 KY0184'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (JW)
 KY0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0051 ***********************************************************************
 KY0051  DESIGNATION -  H 199
 KY0051  PID         -  KY0051
 KY0051  STATE/COUNTY-  PA/BEAVER
 KY0051  USGS QUAD   -  BEAVER (1979)
 KY0051
 KY0051                         *CURRENT SURVEY CONTROL
 KY0051  ___________________________________________________________________
 KY0051* NAD 83(1986)-  40 43 55.     (N)    080 18 32.     (W)     SCALED    
 KY0051* NAVD 88     -       227.873  (meters)     747.61   (feet)  ADJUSTED  
 KY0051  ___________________________________________________________________
 KY0051  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KY0051  DYNAMIC HT  -         227.758 (meters)     747.24  (feet)  COMP
 KY0051  MODELED GRAV-     980,117.9   (mgal)                       NAVD 88
 KY0051
 KY0051  VERT ORDER  -  FIRST     CLASS I
 KY0051
 KY0051.The horizontal coordinates were scaled from a topographic map and have
 KY0051.an estimated accuracy of +/- 6 seconds.
 KY0051
 KY0051.The orthometric height was determined by differential leveling
 KY0051.and adjusted by the National Geodetic Survey in June 1991..
 KY0051
 KY0051.The geoid height was determined by GEOID03.
 KY0051
 KY0051.The dynamic height is computed by dividing the NAVD 88
 KY0051.geopotential number by the normal gravity value computed on the
 KY0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0051.degrees latitude (g = 980.6199 gals.).
 KY0051
 KY0051.The modeled gravity was interpolated from observed gravity values.
 KY0051
 KY0051;                    North         East    Units  Estimated Accuracy
 KY0051;SPC PA S     -   158,430.      383,870.      MT  (+/- 180 meters Scaled)
 KY0051
 KY0051                          SUPERSEDED SURVEY CONTROL
 KY0051
 KY0051  NGVD 29 (??/??/92)  227.990  (m)          748.00   (f) ADJ UNCH    1 1
 KY0051
 KY0051.Superseded values are not recommended for survey control.
 KY0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0051.See file dsdata.txt to determine how the superseded data were derived.
 KY0051
 KY0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF583092(NAD 83)
 KY0051_MARKER: DB = BENCH MARK DISK
 KY0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0051_STAMPING: H 199 1950
 KY0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0051+STABILITY: SURFACE MOTION
 KY0051
 KY0051  HISTORY     - Date     Condition        Report By
 KY0051  HISTORY     - 1950     MONUMENTED       CGS
 KY0051  HISTORY     - 1966     GOOD             NGS
 KY0051
 KY0051                          STATION DESCRIPTION
 KY0051
 KY0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY0051'AT NEW BRIGHTON.
 KY0051'ABOUT 0.7 MILE SOUTH ALONG FIFTH AVENUE FROM THE SOUTH END OF
 KY0051'THE STATE HIGHWAY 18 BRIDGE OVER THE BEAVER RIVER AT NEW BRIGHTON,
 KY0051'BETWEEN THE CURB AND SIDEWALK AT THE NORTHWEST CORNER OF THE
 KY0051'PARKING LOT OF LOBLAWS SUPER MARKET, IN THE SOUTHEAST CORNER
 KY0051'FOR THE INTERSECTION OF FIFTH AVENUE AND 12TH STREET, SET IN THE
 KY0051'TOP OF A CONCRETE POST FLUSH WITH THE BLACKTOP THAT COVERS THE
 KY0051'WHOLE AREA BETWEEN THE CURB AND SIDEWALK, 27 FEET SOUTH OF THE
 KY0051'SOUTH CURB LINE OF 12 STREET, 2.8 FEET EAST OF THE EAST CURB
 KY0051'LINE OF 5TH AVENUE, 2.1 FEET WEST OF THE WEST EDGE OF THE
 KY0051'SIDEWALK AND 1 FOOT ABOVE THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2262 ***********************************************************************
 KV2262  DESIGNATION -  H 2
 KV2262  PID         -  KV2262
 KV2262  STATE/COUNTY-  PA/BERKS
 KV2262  USGS QUAD   -  READING (1983)
 KV2262
 KV2262                         *CURRENT SURVEY CONTROL
 KV2262  ___________________________________________________________________
 KV2262* NAD 83(1992)-  40 19 46.01893(N)    075 55 19.92079(W)     ADJUSTED  
 KV2262* NAVD 88     -        79.849  (meters)     261.97   (feet)  ADJUSTED  
 KV2262  ___________________________________________________________________
 KV2262  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 KV2262  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 KV2262  DYNAMIC HT  -          79.807 (meters)     261.83  (feet)  COMP
 KV2262  MODELED GRAV-     980,110.1   (mgal)                       NAVD 88
 KV2262
 KV2262  HORZ ORDER  -  SECOND
 KV2262  VERT ORDER  -  FIRST     CLASS I
 KV2262
 KV2262.The horizontal coordinates were established by classical geodetic methods
 KV2262.and adjusted by the National Geodetic Survey in June 2002..
 KV2262
 KV2262.The orthometric height was determined by differential leveling
 KV2262.and adjusted by the National Geodetic Survey in June 1991..
 KV2262.WARNING-Repeat measurements at this control monument indicate possible
 KV2262.vertical movement.
 KV2262
 KV2262.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV2262
 KV2262.The geoid height was determined by GEOID03.
 KV2262
 KV2262.The dynamic height is computed by dividing the NAVD 88
 KV2262.geopotential number by the normal gravity value computed on the
 KV2262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2262.degrees latitude (g = 980.6199 gals.).
 KV2262
 KV2262.The modeled gravity was interpolated from observed gravity values.
 KV2262
 KV2262;                    North         East     Units Scale Factor Converg.
 KV2262;SPC PA S     -   112,210.839   755,313.148   MT  0.99996173   +1 11 09.1
 KV2262;SPC PA S     -   368,145.06  2,478,056.55   sFT  0.99996173   +1 11 09.1
 KV2262;UTM  18      - 4,464,731.995   421,660.321   MT  0.99967554   -0 35 48.7
 KV2262
 KV2262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV2262!SPC PA S     -   0.99999294  x   0.99996173  =   0.99995467
 KV2262!UTM  18      -   0.99999294  x   0.99967554  =   0.99966848
 KV2262
 KV2262                          SUPERSEDED SURVEY CONTROL
 KV2262
 KV2262  NAD 83(1986)-  40 19 46.01101(N)    075 55 19.92397(W) AD(       ) 2
 KV2262  NAD 27      -  40 19 45.67360(N)    075 55 21.17040(W) AD(       ) 2
 KV2262  NGVD 29 (??/??/??)   80.090  (m)          262.76   (f) ADJUSTED    1 1
 KV2262
 KV2262.Superseded values are not recommended for survey control.
 KV2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2262.See file dsdata.txt to determine how the superseded data were derived.
 KV2262
 KV2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK2166064732(NAD 83)
 KV2262_MARKER: DB = BENCH MARK DISK
 KV2262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2262_SP_SET: ABUTMENT
 KV2262_STAMPING: H 2 1929 262.762
 KV2262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2262+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2004
 KV2262
 KV2262  HISTORY     - Date     Condition        Report By
 KV2262  HISTORY     - 1960     MONUMENTED       CGS
 KV2262  HISTORY     - 1966     GOOD             CGS
 KV2262  HISTORY     - 1974     GOOD             NGS
 KV2262  HISTORY     - 1979     GOOD             NGS
 KV2262  HISTORY     - 1989     GOOD             USPSQD
 KV2262  HISTORY     - 19910221 GOOD             USPSQD
 KV2262  HISTORY     - 20010331 GOOD             NGS
 KV2262  HISTORY     - 20011220 GOOD             USPSQD
 KV2262  HISTORY     - 20041219 GOOD             USPSQD
 KV2262
 KV2262                          STATION DESCRIPTION
 KV2262
 KV2262'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV2262'THE STATION IS LOCATED AT READING, ABOUT 1.0 MILE SOUTHEAST ALONG THE
 KV2262'READING CO., RAILWAY FROM THE STATION, NEAR SIGNAL TOWER 94
 KV2262'AND MILEPOST 57/85, AT THE BRIDGE OVER MUHLENBERG STREET, AND IN THE
 KV2262'EAST END OF THE NORTH ABUTMENT.
 KV2262'
 KV2262'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 422 AND 9TH
 KV2262'STREET IN READING, GO SOUTH ON 9TH STREET FOR 0.37 MILE TO THE
 KV2262'INTERSECTION OF 9TH STREET AND MUHLENBERG STREET.  TURN RIGHT AND GO
 KV2262'WEST ON MUHLENBERG STREET FOR 0.13 MILE TO A TUNNEL UNDER THE
 KV2262'RAILROAD.  PASS THROUGH THE TUNNEL, THENCE TURN RIGHT AND GO NORTH
 KV2262'FOR ABOUT 50 FEET TO THE END OF TRUCK TRAVEL.  FROM THE END OF
 KV2262'TRUCK TRAVEL PACK UP THE STEEP GRADE TO THE TOP OF GRADE, RAILROAD
 KV2262'BRIDGE AND THE STATION AS DESCRIBED.
 KV2262'
 KV2262'THE STATION MARK, A STANDARD USC AND GS BENCH MARK STAMPED 262.762 H
 KV2262'2 1929, IS SET IN A DRILL HOLE IN THE TOP OF THE EAST END OF THE
 KV2262'NORTH ABUTMENT OF THE BRIDGE.  THE MARK PROJECTS ABOUT 14 INCHES
 KV2262'ABOVE THE SURFACE OF THE GROUND.
 KV2262'
 KV2262'A TRAVERSE CONNECTION WAS MADE FROM THE MARK TO TRIANGULATION STATION
 KV2262'MT PENN 1942, DISTANCE IS 2,576.295 METERS.
 KV2262
 KV2262                          STATION RECOVERY (1966)
 KV2262
 KV2262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KV2262'0.2 MI S FROM READING.
 KV2262'ABOUT 0.2 MILE SOUTH ALONG THE READING COMPANY RAILROAD FROM THE
 KV2262'FRANKLIN STREET STATION AT READING, SET IN THE TOP OF THE
 KV2262'SOUTHEAST END OF SOUTHEAST ABUTMENT OF THE MUHLENBERG STREET
 KV2262'UNDERPASS, 5 POLES NORTHWEST OF FRACTIONAL MILEPOST 57/40, 9 FEET
 KV2262'NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST SET OF TRACKS,
 KV2262'24 FEET NORTHWEST OF A SEMAPHORE, AND ABOUT LEVEL WITH THE TRACK.
 KV2262
 KV2262                          STATION RECOVERY (1974)
 KV2262
 KV2262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV2262'RECOVERED IN GOOD CONDITION.
 KV2262
 KV2262                          STATION RECOVERY (1979)
 KV2262
 KV2262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV2262'CORRECTION NORTHEAST END, SOUTHEAST ABUTMENT.
 KV2262
 KV2262                          STATION RECOVERY (1989)
 KV2262
 KV2262'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KV2262'RECOVERED IN GOOD CONDITION.
 KV2262
 KV2262                          STATION RECOVERY (1991)
 KV2262
 KV2262'RECOVERY NOTE BY US POWER SQUADRON 1991 (RDF)
 KV2262'RECOVERED IN GOOD CONDITION.
 KV2262
 KV2262                          STATION RECOVERY (2001)
 KV2262
 KV2262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV2262'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV2262
 KV2262                          STATION RECOVERY (2001)
 KV2262
 KV2262'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV2262'CENTER OF DISK DAMAGED WITH HAMMER TYPE MARKS. DESIGNATION (H 2) NOT
 KV2262'LEGIBLE.  NEW DIRECTIONS -(MUHLENBERG ST 1 WAY E.) FROM PENN ST, S ON
 KV2262'EIGHT ST TO MUHLENBER ST AND UNDERPASS.  DELETE PHRASE =(TOP OF THE
 KV2262'EAST END OF THE NORTH ABUTMENT.)
 KV2262
 KV2262                          STATION RECOVERY (2004)
 KV2262
 KV2262'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEQ)
 KV2262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0215 ***********************************************************************
 MA0215  DESIGNATION -  H 20
 MA0215  PID         -  MA0215
 MA0215  STATE/COUNTY-  PA/CLEARFIELD
 MA0215  USGS QUAD   -  POTTERSDALE (1983)
 MA0215
 MA0215                         *CURRENT SURVEY CONTROL
 MA0215  ___________________________________________________________________
 MA0215* NAD 83(1986)-  41 07 53.     (N)    078 04 15.     (W)     SCALED    
 MA0215* NAVD 88     -       250.130  (meters)     820.63   (feet)  ADJUSTED  
 MA0215  ___________________________________________________________________
 MA0215  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 MA0215  DYNAMIC HT  -         250.007 (meters)     820.23  (feet)  COMP
 MA0215  MODELED GRAV-     980,126.1   (mgal)                       NAVD 88
 MA0215
 MA0215  VERT ORDER  -  SECOND    CLASS 0
 MA0215
 MA0215.The horizontal coordinates were scaled from a topographic map and have
 MA0215.an estimated accuracy of +/- 6 seconds.
 MA0215
 MA0215.The orthometric height was determined by differential leveling
 MA0215.and adjusted by the National Geodetic Survey in June 1991..
 MA0215
 MA0215.The geoid height was determined by GEOID03.
 MA0215
 MA0215.The dynamic height is computed by dividing the NAVD 88
 MA0215.geopotential number by the normal gravity value computed on the
 MA0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0215.degrees latitude (g = 980.6199 gals.).
 MA0215
 MA0215.The modeled gravity was interpolated from observed gravity values.
 MA0215
 MA0215;                    North         East    Units  Estimated Accuracy
 MA0215;SPC PA N     -   107,190.      573,060.      MT  (+/- 180 meters Scaled)
 MA0215
 MA0215                          SUPERSEDED SURVEY CONTROL
 MA0215
 MA0215  NGVD 29 (??/??/92)  250.296  (m)          821.18   (f) ADJ UNCH    2 0
 MA0215
 MA0215.Superseded values are not recommended for survey control.
 MA0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0215.See file dsdata.txt to determine how the superseded data were derived.
 MA0215
 MA0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF458574(NAD 83)
 MA0215_MARKER: DB = BENCH MARK DISK
 MA0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0215_SP_SET: CULVERT
 MA0215_STAMPING: H 20 1934
 MA0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0215
 MA0215  HISTORY     - Date     Condition        Report By
 MA0215  HISTORY     - 1934     MONUMENTED       CGS
 MA0215
 MA0215                          STATION DESCRIPTION
 MA0215
 MA0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0215'3.6 MI E FROM KARTHAUS.
 MA0215'ABOUT 3.6 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MA0215'KARTHAUS, CLEARFIELD COUNTY, AT MILEAGE C 35.3, ABOUT 1, 375
 MA0215'FEET EAST OF MILEPOST C 35, AT A PIPE CULVERT UNDER THE TRACK
 MA0215'BUILT IN 1925, IN THE FACE OF THE NORTH CONCRETE HEAD WALL,
 MA0215'8 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 6 INCHES
 MA0215'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED H 20
 MA0215'1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0337 ***********************************************************************
 MB0337  DESIGNATION -  H 200
 MB0337  PID         -  MB0337
 MB0337  STATE/COUNTY-  PA/LAWRENCE
 MB0337  USGS QUAD   -  EDINBURG (1990)
 MB0337
 MB0337                         *CURRENT SURVEY CONTROL
 MB0337  ___________________________________________________________________
 MB0337* NAD 83(1986)-  41 01 19.     (N)    080 24 27.     (W)     SCALED    
 MB0337* NAVD 88     -       324.485  (meters)    1064.58   (feet)  ADJUSTED  
 MB0337  ___________________________________________________________________
 MB0337  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 MB0337  DYNAMIC HT  -         324.332 (meters)    1064.08  (feet)  COMP
 MB0337  MODELED GRAV-     980,145.0   (mgal)                       NAVD 88
 MB0337
 MB0337  VERT ORDER  -  FIRST     CLASS II
 MB0337
 MB0337.The horizontal coordinates were scaled from a topographic map and have
 MB0337.an estimated accuracy of +/- 6 seconds.
 MB0337
 MB0337.The orthometric height was determined by differential leveling
 MB0337.and adjusted by the National Geodetic Survey in June 1991..
 MB0337
 MB0337.The geoid height was determined by GEOID03.
 MB0337
 MB0337.The dynamic height is computed by dividing the NAVD 88
 MB0337.geopotential number by the normal gravity value computed on the
 MB0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0337.degrees latitude (g = 980.6199 gals.).
 MB0337
 MB0337.The modeled gravity was interpolated from observed gravity values.
 MB0337
 MB0337;                    North         East    Units  Estimated Accuracy
 MB0337;SPC PA S     -   190,860.      376,520.      MT  (+/- 180 meters Scaled)
 MB0337
 MB0337                          SUPERSEDED SURVEY CONTROL
 MB0337
 MB0337  NGVD 29 (??/??/92)  324.643  (m)         1065.10   (f) ADJ UNCH    1 2
 MB0337
 MB0337.Superseded values are not recommended for survey control.
 MB0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0337.See file dsdata.txt to determine how the superseded data were derived.
 MB0337
 MB0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF498413(NAD 83)
 MB0337_MARKER: DB = BENCH MARK DISK
 MB0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0337_STAMPING: H 200 1950
 MB0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0337+STABILITY: SURFACE MOTION
 MB0337
 MB0337  HISTORY     - Date     Condition        Report By
 MB0337  HISTORY     - 1950     MONUMENTED       CGS
 MB0337  HISTORY     - 1967     GOOD             NGS
 MB0337
 MB0337                          STATION DESCRIPTION
 MB0337
 MB0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0337'3.6 MI E FROM EDINBURG.
 MB0337'ABOUT 2.1 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MB0337'FROM THE U.S. HIGHWAY 224 BRIDGE OVER THE MAHONING RIVER AT
 MB0337'EDINBURG, THENCE ABOUT 1.5 MILES NORTH ALONG A DIRT AND SURFACED
 MB0337'ROAD, AT THE NEW CASTLE AIRPORT, ACROSS THE ROAD FROM THE MAIN
 MB0337'OFFICE BUILDING AT A PINE PLANTATION.  IT IS 40.5 FEET EAST OF
 MB0337'THE CENTERLINE OF THE ROAD, 32.5 FEET SOUTH OF THE CENTERLINE
 MB0337'OF A DRIVEWAY LEADING EAST TO THE PINE PLANTATION, 28.5 FEET
 MB0337'SOUTHEAST OF THE EAST CORNER OF A CONCRETE HEADWALL OF A CULVERT.
 MB0337'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 MB0337'1 INCH.
 MB0337
 MB0337                          STATION RECOVERY (1967)
 MB0337
 MB0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MB0337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0121 ***********************************************************************
 KY0121  DESIGNATION -  H 201
 KY0121  PID         -  KY0121
 KY0121  STATE/COUNTY-  PA/BUTLER
 KY0121  USGS QUAD   -  MARS (1979)
 KY0121
 KY0121                         *CURRENT SURVEY CONTROL
 KY0121  ___________________________________________________________________
 KY0121* NAD 83(1986)-  40 42 49.     (N)    080 01 28.     (W)     SCALED    
 KY0121* NAVD 88     -       301.594  (meters)     989.48   (feet)  POSTED    
 KY0121  ___________________________________________________________________
 KY0121  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 KY0121  DYNAMIC HT  -         301.440 (meters)     988.97  (feet)  COMP
 KY0121  MODELED GRAV-     980,104.9   (mgal)                       NAVD 88
 KY0121
 KY0121  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KY0121
 KY0121.The horizontal coordinates were scaled from a topographic map and have
 KY0121.an estimated accuracy of +/- 6 seconds.
 KY0121
 KY0121.The orthometric height was determined by differential leveling
 KY0121.and adjusted by the National Geodetic Survey in 1992..
 KY0121.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KY0121.rate of 0.0 thru 1.0 mm/km.
 KY0121
 KY0121.The geoid height was determined by GEOID03.
 KY0121
 KY0121.The dynamic height is computed by dividing the NAVD 88
 KY0121.geopotential number by the normal gravity value computed on the
 KY0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0121.degrees latitude (g = 980.6199 gals.).
 KY0121
 KY0121.The modeled gravity was interpolated from observed gravity values.
 KY0121
 KY0121;                    North         East    Units  Estimated Accuracy
 KY0121;SPC PA S     -   155,740.      407,840.      MT  (+/- 180 meters Scaled)
 KY0121
 KY0121                          SUPERSEDED SURVEY CONTROL
 KY0121
 KY0121  NGVD 29 (??/??/92)  301.738  (m)          989.95   (f) ADJ UNCH    2 0
 KY0121
 KY0121.Superseded values are not recommended for survey control.
 KY0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0121.See file dsdata.txt to determine how the superseded data were derived.
 KY0121
 KY0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF824074(NAD 83)
 KY0121_MARKER: DB = BENCH MARK DISK
 KY0121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0121_SP_SET: ABUTMENT
 KY0121_STAMPING: H 201 1954
 KY0121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0121
 KY0121  HISTORY     - Date     Condition        Report By
 KY0121  HISTORY     - 1954     MONUMENTED       CGS
 KY0121
 KY0121                          STATION DESCRIPTION
 KY0121
 KY0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KY0121'1.6 MI NW FROM MARS.
 KY0121'ABOUT 1.6 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY0121'FROM THE STATION AT MARS, ABOUT 1.75 MILES SOUTHEAST OF THE
 KY0121'STATION AT CALLERY, IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 KY0121'ABUTMENT OF RAILROAD BRIDGE NO. 342 OVER KAUFMAN RUN, 13 1/2
 KY0121'FEET NORTHEAST OF NORTHEAST RAIL OF NORTHEAST TRACK, 13 FEET
 KY0121'SOUTHEAST OF TELEPHONE POLE NO. 23/35, AND ABOUT 5 FEET BELOW LEVEL
 KY0121'OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1590 ***********************************************************************
 KX1590  DESIGNATION -  H 202
 KX1590  PID         -  KX1590
 KX1590  STATE/COUNTY-  PA/ALLEGHENY
 KX1590  USGS QUAD   -  GLENSHAW (1993)
 KX1590
 KX1590                         *CURRENT SURVEY CONTROL
 KX1590  ___________________________________________________________________
 KX1590* NAD 83(1986)-  40 36 00.     (N)    079 58 20.     (W)     SCALED    
 KX1590* NAVD 88     -       290.118  (meters)     951.83   (feet)  POSTED    
 KX1590  ___________________________________________________________________
 KX1590  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KX1590  DYNAMIC HT  -         289.970 (meters)     951.34  (feet)  COMP
 KX1590  MODELED GRAV-     980,097.8   (mgal)                       NAVD 88
 KX1590
 KX1590  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KX1590
 KX1590.The horizontal coordinates were scaled from a topographic map and have
 KX1590.an estimated accuracy of +/- 6 seconds.
 KX1590
 KX1590.The orthometric height was determined by differential leveling
 KX1590.and adjusted by the National Geodetic Survey in 1992..
 KX1590.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KX1590.rate of 0.0 thru 1.0 mm/km.
 KX1590
 KX1590.The geoid height was determined by GEOID03.
 KX1590
 KX1590.The dynamic height is computed by dividing the NAVD 88
 KX1590.geopotential number by the normal gravity value computed on the
 KX1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1590.degrees latitude (g = 980.6199 gals.).
 KX1590
 KX1590.The modeled gravity was interpolated from observed gravity values.
 KX1590
 KX1590;                    North         East    Units  Estimated Accuracy
 KX1590;SPC PA S     -   143,010.      411,930.      MT  (+/- 180 meters Scaled)
 KX1590
 KX1590                          SUPERSEDED SURVEY CONTROL
 KX1590
 KX1590  NGVD 29 (??/??/92)  290.269  (m)          952.32   (f) ADJ UNCH    2 0
 KX1590
 KX1590.Superseded values are not recommended for survey control.
 KX1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1590.See file dsdata.txt to determine how the superseded data were derived.
 KX1590
 KX1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE869948(NAD 83)
 KX1590_MARKER: DB = BENCH MARK DISK
 KX1590_SETTING: 66 = SET IN ROCK OUTCROP
 KX1590_SP_SET: ROCK LEDGE
 KX1590_STAMPING: H 202 1954
 KX1590_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX1590+STABILITY: POSITION/ELEVATION WELL
 KX1590
 KX1590  HISTORY     - Date     Condition        Report By
 KX1590  HISTORY     - 1954     MONUMENTED       CGS
 KX1590  HISTORY     - 1960     MARK NOT FOUND   USGS
 KX1590
 KX1590                          STATION DESCRIPTION
 KX1590
 KX1590'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KX1590'2.2 MI S FROM GIBSONIA.
 KX1590'2.15 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KX1590'STATION AT GIBSONIA, ABOUT 0.5 MILE NORTH OF OVERPASS OF BLACK
 KX1590'TOP ROAD OVER TRACKS AT WILDWOOD, IN THE TOP OF AN OUTCROPPING
 KX1590'ROCK LEDGE ABOUT 25 BY 2 FEET, 19 1/2 FEET EAST OF EAST RAIL
 KX1590'OF EAST TRACK, 396 FEET NORTH OF CENTER OF CROSSING OF A PRIVATE
 KX1590'ROAD AND EAST TRACK, 352 FEET NORTH OF EAST END OF NORTH CONCRETE
 KX1590'ABUTMENT OF RAILROAD BRIDGE NO. 331, 163 FEET SOUTH OF EAST
 KX1590'END OF A 28-INCH IRON PIPE CULVERT UNDER TRACKS, 6 FEET EAST
 KX1590'OF EAST RAIL OF A SIDE TRACK, AND ABOUT 1 FOOT BELOW LEVEL OF
 KX1590'TRACKS.
 KX1590
 KX1590                          STATION RECOVERY (1960)
 KX1590
 KX1590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 KX1590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0608 ***********************************************************************
 JW0608  DESIGNATION -  H 203
 JW0608  PID         -  JW0608
 JW0608  STATE/COUNTY-  PA/FAYETTE
 JW0608  USGS QUAD   -  MILL RUN (1980)
 JW0608
 JW0608                         *CURRENT SURVEY CONTROL
 JW0608  ___________________________________________________________________
 JW0608* NAD 83(1986)-  39 53 25.     (N)    079 27 48.     (W)     SCALED    
 JW0608* NAVD 88     -       524.091  (meters)    1719.46   (feet)  ADJUSTED  
 JW0608  ___________________________________________________________________
 JW0608  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 JW0608  DYNAMIC HT  -         523.783 (meters)    1718.44  (feet)  COMP
 JW0608  MODELED GRAV-     980,021.4   (mgal)                       NAVD 88
 JW0608
 JW0608  VERT ORDER  -  SECOND    CLASS 0
 JW0608
 JW0608.The horizontal coordinates were scaled from a topographic map and have
 JW0608.an estimated accuracy of +/- 6 seconds.
 JW0608
 JW0608.The orthometric height was determined by differential leveling
 JW0608.and adjusted by the National Geodetic Survey in June 1991..
 JW0608
 JW0608.The geoid height was determined by GEOID03.
 JW0608
 JW0608.The dynamic height is computed by dividing the NAVD 88
 JW0608.geopotential number by the normal gravity value computed on the
 JW0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0608.degrees latitude (g = 980.6199 gals.).
 JW0608
 JW0608.The modeled gravity was interpolated from observed gravity values.
 JW0608
 JW0608;                    North         East    Units  Estimated Accuracy
 JW0608;SPC PA S     -    63,260.      453,470.      MT  (+/- 180 meters Scaled)
 JW0608
 JW0608                          SUPERSEDED SURVEY CONTROL
 JW0608
 JW0608  NGVD 29 (??/??/92)  524.248  (m)         1719.97   (f) ADJ UNCH    2 0
 JW0608
 JW0608.Superseded values are not recommended for survey control.
 JW0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0608.See file dsdata.txt to determine how the superseded data were derived.
 JW0608
 JW0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE313167(NAD 83)
 JW0608_MARKER: DB = BENCH MARK DISK
 JW0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0608_STAMPING: H 203 1954
 JW0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0608+STABILITY: SURFACE MOTION
 JW0608
 JW0608  HISTORY     - Date     Condition        Report By
 JW0608  HISTORY     - 1954     MONUMENTED       CGS
 JW0608
 JW0608                          STATION DESCRIPTION
 JW0608
 JW0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JW0608'2.6 MI NE FROM OHIOPYLE.
 JW0608'ABOUT 2.65 MILES NORTHEAST ALONG STATE HIGHWAY 381 FROM THE
 JW0608'CROSSING OF THE BALTIMORE AND OHIO RAILROAD AT OHIOPYLE, 47
 JW0608'FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 58 1/2 FEET SOUTHEAST
 JW0608'OF SOUTHEAST CORNER OF A SMALL WOODEN CHURCH BUILDING, 3 FEET
 JW0608'EAST OF POWER POLE NO. 81254, 1 FOOT EAST OF A FENCE LINE, 16
 JW0608'FEET SOUTH OF A FENCE CORNER, 32 FEET WEST-SOUTHWEST OF TELEPHONE
 JW0608'POLE NO. 1/342, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A
 JW0608'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1085 ***********************************************************************
 KX1085  DESIGNATION -  H 204
 KX1085  PID         -  KX1085
 KX1085  STATE/COUNTY-  PA/WESTMORELAND
 KX1085  USGS QUAD   -  LIGONIER (1977)
 KX1085
 KX1085                         *CURRENT SURVEY CONTROL
 KX1085  ___________________________________________________________________
 KX1085* NAD 83(1986)-  40 14 38.     (N)    079 14 19.     (W)     SCALED    
 KX1085* NAVD 88     -       365.150  (meters)    1198.00   (feet)  ADJUSTED  
 KX1085  ___________________________________________________________________
 KX1085  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KX1085  DYNAMIC HT  -         364.953 (meters)    1197.35  (feet)  COMP
 KX1085  MODELED GRAV-     980,074.3   (mgal)                       NAVD 88
 KX1085
 KX1085  VERT ORDER  -  SECOND    CLASS 0
 KX1085
 KX1085.The horizontal coordinates were scaled from a topographic map and have
 KX1085.an estimated accuracy of +/- 6 seconds.
 KX1085
 KX1085.The orthometric height was determined by differential leveling
 KX1085.and adjusted by the National Geodetic Survey in June 1991..
 KX1085
 KX1085.The geoid height was determined by GEOID03.
 KX1085
 KX1085.The dynamic height is computed by dividing the NAVD 88
 KX1085.geopotential number by the normal gravity value computed on the
 KX1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1085.degrees latitude (g = 980.6199 gals.).
 KX1085
 KX1085.The modeled gravity was interpolated from observed gravity values.
 KX1085
 KX1085;                    North         East    Units  Estimated Accuracy
 KX1085;SPC PA S     -   102,170.      473,350.      MT  (+/- 180 meters Scaled)
 KX1085
 KX1085                          SUPERSEDED SURVEY CONTROL
 KX1085
 KX1085  NGVD 29 (??/??/92)  365.332  (m)         1198.59   (f) ADJ UNCH    2 0
 KX1085
 KX1085.Superseded values are not recommended for survey control.
 KX1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1085.See file dsdata.txt to determine how the superseded data were derived.
 KX1085
 KX1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE498563(NAD 83)
 KX1085_MARKER: DB = BENCH MARK DISK
 KX1085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1085_SP_SET: BUILDING
 KX1085_STAMPING: H 204 1954
 KX1085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1085
 KX1085  HISTORY     - Date     Condition        Report By
 KX1085  HISTORY     - 1954     MONUMENTED       CGS
 KX1085
 KX1085                          STATION DESCRIPTION
 KX1085
 KX1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KX1085'AT LIGONIER.
 KX1085'AT LIGONIER, ABOUT 1 BLOCK NORTHWEST ALONG WEST MAIN STREET
 KX1085'(U.S. HIGHWAY 30) FROM THE SQUARE, THENCE 1/2 BLOCK NORTHEAST
 KX1085'ALONG NORTH FAIRFIELD STREET, SET VERTICALLY IN THE SOUTHWEST
 KX1085'FACE OF TWO STORY MASONRY BUILDING OF CITY HALL AND FIREHOUSE,
 KX1085'56 FEET SOUTHEAST OF CENTER LINE OF NORTH FAIRFIELD STREET, 15
 KX1085'FEET NORTHEAST OF CENTER OF AN ALLEY, 1 1/2 FEET SOUTHEAST OF WEST
 KX1085'CORNER OF BUILDING AND 3.3 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0520 ***********************************************************************
 KY0520  DESIGNATION -  H 206
 KY0520  PID         -  KY0520
 KY0520  STATE/COUNTY-  PA/WASHINGTON
 KY0520  USGS QUAD   -  PROSPERITY (1977)
 KY0520
 KY0520                         *CURRENT SURVEY CONTROL
 KY0520  ___________________________________________________________________
 KY0520* NAD 83(1986)-  40 05 12.     (N)    080 15 46.     (W)     SCALED    
 KY0520* NAVD 88     -       354.272  (meters)    1162.31   (feet)  ADJUSTED  
 KY0520  ___________________________________________________________________
 KY0520  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 KY0520  DYNAMIC HT  -         354.072 (meters)    1161.65  (feet)  COMP
 KY0520  MODELED GRAV-     980,052.1   (mgal)                       NAVD 88
 KY0520
 KY0520  VERT ORDER  -  SECOND    CLASS 0
 KY0520
 KY0520.The horizontal coordinates were scaled from a topographic map and have
 KY0520.an estimated accuracy of +/- 6 seconds.
 KY0520
 KY0520.The orthometric height was determined by differential leveling
 KY0520.and adjusted by the National Geodetic Survey in June 1991..
 KY0520
 KY0520.The geoid height was determined by GEOID03.
 KY0520
 KY0520.The dynamic height is computed by dividing the NAVD 88
 KY0520.geopotential number by the normal gravity value computed on the
 KY0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0520.degrees latitude (g = 980.6199 gals.).
 KY0520
 KY0520.The modeled gravity was interpolated from observed gravity values.
 KY0520
 KY0520;                    North         East    Units  Estimated Accuracy
 KY0520;SPC PA S     -    86,700.      385,730.      MT  (+/- 180 meters Scaled)
 KY0520
 KY0520                          SUPERSEDED SURVEY CONTROL
 KY0520
 KY0520  NGVD 29 (??/??/92)  354.410  (m)         1162.76   (f) ADJ UNCH    2 0
 KY0520
 KY0520.Superseded values are not recommended for survey control.
 KY0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0520.See file dsdata.txt to determine how the superseded data were derived.
 KY0520
 KY0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE628376(NAD 83)
 KY0520_MARKER: DB = BENCH MARK DISK
 KY0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0520_STAMPING: H 206 1957
 KY0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0520+STABILITY: SURFACE MOTION
 KY0520
 KY0520  HISTORY     - Date     Condition        Report By
 KY0520  HISTORY     - 1957     MONUMENTED       CGS
 KY0520
 KY0520                          STATION DESCRIPTION
 KY0520
 KY0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0520'3.6 MI SE FROM LAGONDA.
 KY0520'ABOUT 1.6 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE SCHOOL AT
 KY0520'LAGONDA, THENCE 0.15 MILE SOUTHEAST ALONG OLD HIGHWAY, THENCE
 KY0520'1.85 MILES SOUTHEAST ALONG A GRAVEL ROAD LEADING TO BANETOWN, 0.4
 KY0520'MILE EAST OF Y JUNCTION OF A ROAD SOUTHEAST, 38 YARDS SOUTHEAST OF
 KY0520'SOUTHEAST END OF A SHARP CURVE IN ROAD, 14 1/2 FEET SOUTHWEST OF
 KY0520'CENTER LINE OF ROAD, 17 FEET WEST OF A 30-INCH WHITE OAK TREE,
 KY0520'112 FEET WEST AND ACROSS ROAD FROM THE NORTHEAST END OF A 15-INCH
 KY0520'PIPE CULVERT UNDER ROAD, 2 1/2 FEET NORTHEAST OF A FENCE LINE,
 KY0520'2 FEET EAST OF A CONCRETE WITNESS POST, ABOUT 1 1/2 FEET BELOW
 KY0520'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KY0520'3 INCHES.  NOTE-- MARK IS REACHED FROM BANETOWN, WASHINGTON
 KY0520'COUNTY, BY GOING ABOUT 0.2 MILE SOUTHEAST ALONG A BLACK TOP ROAD
 KY0520'FROM UNION SUNDAY SCHOOL, THENCE ABOUT 1.0 MILE NORTHWEST ALONG
 KY0520'A GRAVEL ROAD, THENCE 0.85 MILE SOUTHWEST ALONG A GRAVEL ROAD,
 KY0520'THENCE ABOUT 0.5 MILE NORTHWEST ALONG A GRAVEL ROAD, THENCE ABOUT
 KY0520'0.45 MILE NORTHWEST ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0596 ***********************************************************************
 KY0596  DESIGNATION -  H 207
 KY0596  PID         -  KY0596
 KY0596  STATE/COUNTY-  PA/WASHINGTON
 KY0596  USGS QUAD   -  PROSPERITY (1977)
 KY0596
 KY0596                         *CURRENT SURVEY CONTROL
 KY0596  ___________________________________________________________________
 KY0596* NAD 83(1986)-  40 02 21.     (N)    080 21 29.     (W)     SCALED    
 KY0596* NAVD 88     -       382.717  (meters)    1255.63   (feet)  ADJUSTED  
 KY0596  ___________________________________________________________________
 KY0596  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 KY0596  DYNAMIC HT  -         382.499 (meters)    1254.92  (feet)  COMP
 KY0596  MODELED GRAV-     980,044.0   (mgal)                       NAVD 88
 KY0596
 KY0596  VERT ORDER  -  SECOND    CLASS 0
 KY0596
 KY0596.The horizontal coordinates were scaled from a topographic map and have
 KY0596.an estimated accuracy of +/- 6 seconds.
 KY0596
 KY0596.The orthometric height was determined by differential leveling
 KY0596.and adjusted by the National Geodetic Survey in June 1991..
 KY0596
 KY0596.The geoid height was determined by GEOID03.
 KY0596
 KY0596.The dynamic height is computed by dividing the NAVD 88
 KY0596.geopotential number by the normal gravity value computed on the
 KY0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0596.degrees latitude (g = 980.6199 gals.).
 KY0596
 KY0596.The modeled gravity was interpolated from observed gravity values.
 KY0596
 KY0596;                    North         East    Units  Estimated Accuracy
 KY0596;SPC PA S     -    81,660.      377,450.      MT  (+/- 180 meters Scaled)
 KY0596
 KY0596                          SUPERSEDED SURVEY CONTROL
 KY0596
 KY0596  NGVD 29 (??/??/92)  382.857  (m)         1256.09   (f) ADJ UNCH    2 0
 KY0596
 KY0596.Superseded values are not recommended for survey control.
 KY0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0596.See file dsdata.txt to determine how the superseded data were derived.
 KY0596
 KY0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE547323(NAD 83)
 KY0596_MARKER: DB = BENCH MARK DISK
 KY0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0596_STAMPING: H 207 1957
 KY0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0596+STABILITY: SURFACE MOTION
 KY0596
 KY0596  HISTORY     - Date     Condition        Report By
 KY0596  HISTORY     - 1957     MONUMENTED       CGS
 KY0596  HISTORY     - 1960     GOOD             NGS
 KY0596
 KY0596                          STATION DESCRIPTION
 KY0596
 KY0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0596'4.2 MI NW FROM OLD CONCORD.
 KY0596'ABOUT 0.15 MILE NORTHEAST ALONG STATE HIGHWAY 18 FROM THE CONCORD
 KY0596'PRESBYTERIAN CHURCH AT OLD CONCROD, THENCE ABOUT 2.35 ,ILES
 KY0596'NORTH ALONG A GRAVEL ROAD, THENCE ABOUT 1.2 MILES SOUTHWEST AND
 KY0596'WEST ALONG A BLACK TOP ROAD, THENCE ABOUT 0.45 MILE NORTH ALONG
 KY0596'A BLACK TOP ROAD, 73 YARDS SOUTH OF THE JUNCTION OF A GRAVEL
 KY0596'ROAD NORTHWEST, 43 YARDS SOUTH OF JUNCTION OF A GRAVEL ROAD
 KY0596'SOUTHWEST TO A FARM HOUSE, 13 1/2 FEET WEST OF CENTER LINE
 KY0596'OF ROAD, 31 FEET SOUTHWEST OF CENTER OF ROAD AT TOP OF A GRADE,
 KY0596'1 FOOT EAST OF A FENCE LINE, 2 FEET SOUTH OF A CONCRETE WITNESS
 KY0596'POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE
 KY0596'POST PROJECTING 3 INCHES.
 KY0596
 KY0596                          STATION RECOVERY (1960)
 KY0596
 KY0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KY0596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1818 ***********************************************************************
 KV1818  DESIGNATION -  H 209
 KV1818  PID         -  KV1818
 KV1818  STATE/COUNTY-  PA/PHILADELPHIA
 KV1818  USGS QUAD   -  FRANKFORD (1997)
 KV1818
 KV1818                         *CURRENT SURVEY CONTROL
 KV1818  ___________________________________________________________________
 KV1818* NAD 83(1986)-  40 00 12.     (N)    075 06 50.     (W)     SCALED    
 KV1818* NAVD 88     -        23.050  (meters)      75.62   (feet)  ADJUSTED  
 KV1818  ___________________________________________________________________
 KV1818  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KV1818  DYNAMIC HT  -          23.039 (meters)      75.59  (feet)  COMP
 KV1818  MODELED GRAV-     980,179.1   (mgal)                       NAVD 88
 KV1818
 KV1818  VERT ORDER  -  FIRST     CLASS I
 KV1818
 KV1818.The horizontal coordinates were scaled from a topographic map and have
 KV1818.an estimated accuracy of +/- 6 seconds.
 KV1818
 KV1818.The orthometric height was determined by differential leveling
 KV1818.and adjusted by the National Geodetic Survey in June 1991..
 KV1818
 KV1818.The geoid height was determined by GEOID03.
 KV1818
 KV1818.The dynamic height is computed by dividing the NAVD 88
 KV1818.geopotential number by the normal gravity value computed on the
 KV1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1818.degrees latitude (g = 980.6199 gals.).
 KV1818
 KV1818.The modeled gravity was interpolated from observed gravity values.
 KV1818
 KV1818;                    North         East    Units  Estimated Accuracy
 KV1818;SPC PA S     -    77,750.      825,060.      MT  (+/- 180 meters Scaled)
 KV1818
 KV1818                          SUPERSEDED SURVEY CONTROL
 KV1818
 KV1818  NGVD 29 (01/10/92)   23.376  (m)           76.69   (f) ADJUSTED    1 1
 KV1818
 KV1818.Superseded values are not recommended for survey control.
 KV1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1818.See file dsdata.txt to determine how the superseded data were derived.
 KV1818
 KV1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK902281(NAD 83)
 KV1818_MARKER: DB = BENCH MARK DISK
 KV1818_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1818_SP_SET: PIER
 KV1818_STAMPING: H 209 1964
 KV1818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1818
 KV1818  HISTORY     - Date     Condition        Report By
 KV1818  HISTORY     - 1964     MONUMENTED       CGS
 KV1818  HISTORY     - 1974     GOOD             NGS
 KV1818
 KV1818                          STATION DESCRIPTION
 KV1818
 KV1818'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV1818'AT PHILADELPHIA.
 KV1818'AT PHILADELPHIA, ALONG THE PENNSYLVANIA RAILROAD, ABOUT
 KV1818'2.4 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD (CONNECTING
 KV1818'TRACK) FROM THE NORTH STATION, AT THE G STREET OVERPASS, SET
 KV1818'ON THE TOP OF THE CONCRETE BASE OF THE 1 ST CONCRETE PIER SOUTH
 KV1818'OF THE MAIN TRACK OF THE G STREET OVERPASS, 8.5 FEET SOUTH OF THE
 KV1818'SOUTH RAIL OF THE MAIN TRACK, 2.1 FEET WEST OF THE EAST END OF
 KV1818'THE CONCRETE BASE SUPPORTING PIER AND 5 FEET ABOVE THE LEVEL
 KV1818'OF THE TRACK.
 KV1818
 KV1818                          STATION RECOVERY (1974)
 KV1818
 KV1818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV1818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0141 ***********************************************************************
 KX0141  DESIGNATION -  H 21
 KX0141  PID         -  KX0141
 KX0141  STATE/COUNTY-  PA/CLEARFIELD
 KX0141  USGS QUAD   -  WALLACETON (1993)
 KX0141
 KX0141                         *CURRENT SURVEY CONTROL
 KX0141  ___________________________________________________________________
 KX0141* NAD 83(1986)-  40 55 52.     (N)    078 16 42.     (W)     SCALED    
 KX0141* NAVD 88     -       471.930  (meters)    1548.32   (feet)  ADJUSTED  
 KX0141  ___________________________________________________________________
 KX0141  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KX0141  DYNAMIC HT  -         471.693 (meters)    1547.55  (feet)  COMP
 KX0141  MODELED GRAV-     980,108.5   (mgal)                       NAVD 88
 KX0141
 KX0141  VERT ORDER  -  FIRST     CLASS I
 KX0141
 KX0141.The horizontal coordinates were scaled from a topographic map and have
 KX0141.an estimated accuracy of +/- 6 seconds.
 KX0141
 KX0141.The orthometric height was determined by differential leveling
 KX0141.and adjusted by the National Geodetic Survey in June 1991..
 KX0141
 KX0141.The geoid height was determined by GEOID03.
 KX0141
 KX0141.The dynamic height is computed by dividing the NAVD 88
 KX0141.geopotential number by the normal gravity value computed on the
 KX0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0141.degrees latitude (g = 980.6199 gals.).
 KX0141
 KX0141.The modeled gravity was interpolated from observed gravity values.
 KX0141
 KX0141;                    North         East    Units  Estimated Accuracy
 KX0141;SPC PA N     -    85,030.      555,500.      MT  (+/- 180 meters Scaled)
 KX0141
 KX0141                          SUPERSEDED SURVEY CONTROL
 KX0141
 KX0141  NGVD 29 (??/??/92)  472.090  (m)         1548.85   (f) ADJ UNCH    1 1
 KX0141
 KX0141.Superseded values are not recommended for survey control.
 KX0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0141.See file dsdata.txt to determine how the superseded data were derived.
 KX0141
 KX0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF291346(NAD 83)
 KX0141_MARKER: DB = BENCH MARK DISK
 KX0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0141_STAMPING: H 21 1934
 KX0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0141+STABILITY: SURFACE MOTION
 KX0141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX0141+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2005
 KX0141
 KX0141  HISTORY     - Date     Condition        Report By
 KX0141  HISTORY     - 1934     MONUMENTED       CGS
 KX0141  HISTORY     - 1966     GOOD             NGS
 KX0141  HISTORY     - 20050323 GOOD             INDIV
 KX0141
 KX0141                          STATION DESCRIPTION
 KX0141
 KX0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0141'3.8 MI NW FROM PHILIPSBURG.
 KX0141'ABOUT 3.75 MILES NORTHWEST ALONG THE CLEARFIELD BRANCH OF THE
 KX0141'PENNSYLVANIA RAILROAD FROM THE FREIGHT STATION AT PHILIPSBURG,
 KX0141'0.25 MILE NORTHWEST OF MILEPOST NUMBER 27, 6 RAILS SOUTHEAST
 KX0141'OF THE CROSSING OF THE RAILROAD AND A ROAD AT THE COMMUNITY OF
 KX0141'BLUE BALL, 21.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 KX0141'SOUTHWEST SET OF TRACKS, 91 FEET EAST OF THE EAST CORNER OF A TWO
 KX0141'STORY HOUSE, ABOUT LEVEL WITH THE TRACKS, AND SET IN THE TOP OF A
 KX0141'CONCRETE POST WHICH PROJECTS 4 INCHES.
 KX0141
 KX0141                          STATION RECOVERY (2005)
 KX0141
 KX0141'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JGD)
 KX0141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0698 ***********************************************************************
 KX0698  DESIGNATION -  H 22
 KX0698  PID         -  KX0698
 KX0698  STATE/COUNTY-  PA/CLEARFIELD
 KX0698  USGS QUAD   -  MC GEES MILLS (1994)
 KX0698
 KX0698                         *CURRENT SURVEY CONTROL
 KX0698  ___________________________________________________________________
 KX0698* NAD 83(1986)-  40 53 01.     (N)    078 45 55.     (W)     SCALED    
 KX0698* NAVD 88     -       398.727  (meters)    1308.16   (feet)  ADJUSTED  
 KX0698  ___________________________________________________________________
 KX0698  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KX0698  DYNAMIC HT  -         398.527 (meters)    1307.50  (feet)  COMP
 KX0698  MODELED GRAV-     980,111.3   (mgal)                       NAVD 88
 KX0698
 KX0698  VERT ORDER  -  SECOND    CLASS 0
 KX0698
 KX0698.The horizontal coordinates were scaled from a topographic map and have
 KX0698.an estimated accuracy of +/- 6 seconds.
 KX0698
 KX0698.The orthometric height was determined by differential leveling
 KX0698.and adjusted by the National Geodetic Survey in June 1991..
 KX0698
 KX0698.The geoid height was determined by GEOID03.
 KX0698
 KX0698.The dynamic height is computed by dividing the NAVD 88
 KX0698.geopotential number by the normal gravity value computed on the
 KX0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0698.degrees latitude (g = 980.6199 gals.).
 KX0698
 KX0698.The modeled gravity was interpolated from observed gravity values.
 KX0698
 KX0698;                    North         East    Units  Estimated Accuracy
 KX0698;SPC PA N     -    80,120.      514,430.      MT  (+/- 180 meters Scaled)
 KX0698
 KX0698                          SUPERSEDED SURVEY CONTROL
 KX0698
 KX0698  NGVD 29 (??/??/92)  398.894  (m)         1308.70   (f) ADJ UNCH    2 0
 KX0698
 KX0698.Superseded values are not recommended for survey control.
 KX0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0698.See file dsdata.txt to determine how the superseded data were derived.
 KX0698
 KX0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF882282(NAD 83)
 KX0698_MARKER: DB = BENCH MARK DISK
 KX0698_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0698_SP_SET: BRIDGE
 KX0698_STAMPING: H 22 1934
 KX0698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KX0698+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2000
 KX0698
 KX0698  HISTORY     - Date     Condition        Report By
 KX0698  HISTORY     - 1934     MONUMENTED       CGS
 KX0698  HISTORY     - 1967     GOOD             NGS
 KX0698  HISTORY     - 1967     GOOD             NGS
 KX0698  HISTORY     - 20000214 GOOD             PADT
 KX0698
 KX0698                          STATION DESCRIPTION
 KX0698
 KX0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0698'0.1 MI N FROM MC GEES MILLS.
 KX0698'0.1 MILE NORTH ALONG STATE HIGHWAY 36 FROM MC GEES MILLS,
 KX0698'CLEARFIELD COUNTY, AT HIGHWAY STATION 134+10, AT A 60-FOOT
 KX0698'SPAN CONCRETE BRIDGE, IN THE SOUTHEAST WING WALL, 8 INCHES
 KX0698'EAST OF THE SOUTH ABUTMENT, 14 FEET EAST OF THE CENTERLINE OF
 KX0698'THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 KX0698'STAMPED H 22 1934.
 KX0698
 KX0698                          STATION RECOVERY (1967)
 KX0698
 KX0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KX0698'RECOVERED IN GOOD CONDITION.
 KX0698
 KX0698                          STATION RECOVERY (2000)
 KX0698
 KX0698'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (GAC)
 KX0698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1089 ***********************************************************************
 MA1089  DESIGNATION -  H 221
 MA1089  PID         -  MA1089
 MA1089  STATE/COUNTY-  PA/CLARION
 MA1089  USGS QUAD   -  CLARION (1981)
 MA1089
 MA1089                         *CURRENT SURVEY CONTROL
 MA1089  ___________________________________________________________________
 MA1089* NAD 83(1986)-  41 12 13.     (N)    079 26 47.     (W)     SCALED    
 MA1089* NAVD 88     -       443.892  (meters)    1456.34   (feet)  ADJUSTED  
 MA1089  ___________________________________________________________________
 MA1089  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 MA1089  DYNAMIC HT  -         443.683 (meters)    1455.65  (feet)  COMP
 MA1089  MODELED GRAV-     980,139.7   (mgal)                       NAVD 88
 MA1089
 MA1089  VERT ORDER  -  SECOND    CLASS 0
 MA1089
 MA1089.The horizontal coordinates were scaled from a topographic map and have
 MA1089.an estimated accuracy of +/- 6 seconds.
 MA1089
 MA1089.The orthometric height was determined by differential leveling
 MA1089.and adjusted by the National Geodetic Survey in June 1991..
 MA1089
 MA1089.The geoid height was determined by GEOID03.
 MA1089
 MA1089.The dynamic height is computed by dividing the NAVD 88
 MA1089.geopotential number by the normal gravity value computed on the
 MA1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1089.degrees latitude (g = 980.6199 gals.).
 MA1089
 MA1089.The modeled gravity was interpolated from observed gravity values.
 MA1089
 MA1089;                    North         East    Units  Estimated Accuracy
 MA1089;SPC PA N     -   116,550.      457,730.      MT  (+/- 180 meters Scaled)
 MA1089
 MA1089                          SUPERSEDED SURVEY CONTROL
 MA1089
 MA1089  NGVD 29 (??/??/92)  444.049  (m)         1456.85   (f) ADJ UNCH    2 0
 MA1089
 MA1089.Superseded values are not recommended for survey control.
 MA1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1089.See file dsdata.txt to determine how the superseded data were derived.
 MA1089
 MA1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF302625(NAD 83)
 MA1089_MARKER: DB = BENCH MARK DISK
 MA1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1089_STAMPING: H 221 1958
 MA1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1089+STABILITY: SURFACE MOTION
 MA1089
 MA1089  HISTORY     - Date     Condition        Report By
 MA1089  HISTORY     - 1958     MONUMENTED       CGS
 MA1089
 MA1089                          STATION DESCRIPTION
 MA1089
 MA1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA1089'5 MI SE FROM SHIPPENVILLE.
 MA1089'ABOUT 2.0 MILES EAST ALONG U.S. HIGHWAY 322 FROM SHIPPENVILLE,
 MA1089'THENCE SOUTH ON A PAVED ROAD 3.0 MILES.  IN ABOUT THE CENTER OF
 MA1089'4 POWER LINE POLES A SUPPORTING A HIGH-TENSION LINE, 4.0 FEET
 MA1089'SOUTH OF WITNESS POST, 11.0 FEET SOUTHWEST OF NORTHEAST POLE,
 MA1089'10.0 FEET SOUTHEAST OF NORTHWEST POLE.  A DISK IN THE TOP OF A
 MA1089'12-INCH CONCRETE POST PROJECTING 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1350 ***********************************************************************
 MA1350  DESIGNATION -  H 222
 MA1350  PID         -  MA1350
 MA1350  STATE/COUNTY-  PA/VENANGO
 MA1350  USGS QUAD   -  BARKEYVILLE (1980)
 MA1350
 MA1350                         *CURRENT SURVEY CONTROL
 MA1350  ___________________________________________________________________
 MA1350* NAD 83(1986)-  41 11 56.     (N)    079 53 00.     (W)     SCALED    
 MA1350* NAVD 88     -       391.697  (meters)    1285.09   (feet)  ADJUSTED  
 MA1350  ___________________________________________________________________
 MA1350  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 MA1350  DYNAMIC HT  -         391.512 (meters)    1284.49  (feet)  COMP
 MA1350  MODELED GRAV-     980,140.0   (mgal)                       NAVD 88
 MA1350
 MA1350  VERT ORDER  -  SECOND    CLASS 0
 MA1350
 MA1350.The horizontal coordinates were scaled from a topographic map and have
 MA1350.an estimated accuracy of +/- 6 seconds.
 MA1350
 MA1350.The orthometric height was determined by differential leveling
 MA1350.and adjusted by the National Geodetic Survey in June 1991..
 MA1350
 MA1350.The geoid height was determined by GEOID03.
 MA1350
 MA1350.The dynamic height is computed by dividing the NAVD 88
 MA1350.geopotential number by the normal gravity value computed on the
 MA1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1350.degrees latitude (g = 980.6199 gals.).
 MA1350
 MA1350.The modeled gravity was interpolated from observed gravity values.
 MA1350
 MA1350;                    North         East    Units  Estimated Accuracy
 MA1350;SPC PA N     -   116,840.      421,080.      MT  (+/- 180 meters Scaled)
 MA1350
 MA1350                          SUPERSEDED SURVEY CONTROL
 MA1350
 MA1350  NGVD 29 (??/??/92)  391.848  (m)         1285.59   (f) ADJ UNCH    2 0
 MA1350
 MA1350.Superseded values are not recommended for survey control.
 MA1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1350.See file dsdata.txt to determine how the superseded data were derived.
 MA1350
 MA1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF936614(NAD 83)
 MA1350_MARKER: DB = BENCH MARK DISK
 MA1350_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1350_SP_SET: ABUTMENT
 MA1350_STAMPING: H 222 1958
 MA1350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1350
 MA1350  HISTORY     - Date     Condition        Report By
 MA1350  HISTORY     - 1958     MONUMENTED       CGS
 MA1350
 MA1350                          STATION DESCRIPTION
 MA1350
 MA1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA1350'0.6 MI W FROM CLINTONVILLE.
 MA1350'ABOUT 0.55 MILE WEST ALONG STATE HIGHWAY 208 FROM THE CROSSROAD
 MA1350'IN CLINTONVILLE, IN THE SOUTHWEST END OF THE CONCRETE ABUTMENT
 MA1350'OF BRIDGE, 1.0 FOOT NORTH OF SOUTH END, 1.0 FOOT SOUTHWEST OF
 MA1350'WEST END OF GUARDRAIL, 16.0 FEET SOUTH OF CENTER LINE OF THE
 MA1350'HIGHWAY AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0382 ***********************************************************************
 MB0382  DESIGNATION -  H 223
 MB0382  PID         -  MB0382
 MB0382  STATE/COUNTY-  PA/MERCER
 MB0382  USGS QUAD   -  GREENFIELD (1970)
 MB0382
 MB0382                         *CURRENT SURVEY CONTROL
 MB0382  ___________________________________________________________________
 MB0382* NAD 83(1986)-  41 11 43.     (N)    080 16 50.     (W)     SCALED    
 MB0382* NAVD 88     -       405.704  (meters)    1331.05   (feet)  ADJUSTED  
 MB0382  ___________________________________________________________________
 MB0382  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 MB0382  DYNAMIC HT  -         405.523 (meters)    1330.45  (feet)  COMP
 MB0382  MODELED GRAV-     980,163.4   (mgal)                       NAVD 88
 MB0382
 MB0382  VERT ORDER  -  SECOND    CLASS 0
 MB0382
 MB0382.The horizontal coordinates were scaled from a topographic map and have
 MB0382.an estimated accuracy of +/- 6 seconds.
 MB0382
 MB0382.The orthometric height was determined by differential leveling
 MB0382.and adjusted by the National Geodetic Survey in June 1991..
 MB0382
 MB0382.The geoid height was determined by GEOID03.
 MB0382
 MB0382.The dynamic height is computed by dividing the NAVD 88
 MB0382.geopotential number by the normal gravity value computed on the
 MB0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0382.degrees latitude (g = 980.6199 gals.).
 MB0382
 MB0382.The modeled gravity was interpolated from observed gravity values.
 MB0382
 MB0382;                    North         East    Units  Estimated Accuracy
 MB0382;SPC PA N     -   117,330.      387,760.      MT  (+/- 180 meters Scaled)
 MB0382
 MB0382                          SUPERSEDED SURVEY CONTROL
 MB0382
 MB0382  NGVD 29 (??/??/92)  405.859  (m)         1331.56   (f) ADJ UNCH    2 0
 MB0382
 MB0382.Superseded values are not recommended for survey control.
 MB0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0382.See file dsdata.txt to determine how the superseded data were derived.
 MB0382
 MB0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF603606(NAD 83)
 MB0382_MARKER: DB = BENCH MARK DISK
 MB0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0382_STAMPING: H 223 1958
 MB0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0382+STABILITY: SURFACE MOTION
 MB0382
 MB0382  HISTORY     - Date     Condition        Report By
 MB0382  HISTORY     - 1958     MONUMENTED       CGS
 MB0382
 MB0382                          STATION DESCRIPTION
 MB0382
 MB0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MB0382'6.4 MI SW FROM MERCER.
 MB0382'ABOUT 3.0 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MB0382'STATION AT MERCER, THENCE SOUTHERLY ON A PAVED ROAD 0.1 MILE,
 MB0382'THENCE WEST ON A GRAVELED ROAD 0.7 MILE, THENCE NORTH ON U.S.
 MB0382'HIGHWAY 19 FOR 0.3 MILE, THENCE WEST ON A GRAVELED ROAD 1.1
 MB0382'MILES, TO STATE HIGHWAY 158, THENCE WEST ON A GRAVELED ROAD 1.15
 MB0382'MILES.  NEAR GATE AT FENCE CORNER 23.0 FEET SOUTHWEST OF CENTER
 MB0382'LINE OF CROSSROAD, 21.0 FEET WEST OF CENTER LINE OF ROAD, A
 MB0382'A DISK IN THE TOP OF A 12-INCH CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1287 ***********************************************************************
 LY1287  DESIGNATION -  H 224
 LY1287  PID         -  LY1287
 LY1287  STATE/COUNTY-  PA/MONROE
 LY1287  USGS QUAD   -  MOUNT POCONO (1992)
 LY1287
 LY1287                         *CURRENT SURVEY CONTROL
 LY1287  ___________________________________________________________________
 LY1287* NAD 83(1986)-  41 03 02.     (N)    075 19 16.     (W)     SCALED    
 LY1287* NAVD 88     -       305.894  (meters)    1003.59   (feet)  ADJUSTED  
 LY1287  ___________________________________________________________________
 LY1287  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 LY1287  DYNAMIC HT  -         305.748 (meters)    1003.11  (feet)  COMP
 LY1287  MODELED GRAV-     980,138.3   (mgal)                       NAVD 88
 LY1287
 LY1287  VERT ORDER  -  SECOND    CLASS 0
 LY1287
 LY1287.The horizontal coordinates were scaled from a topographic map and have
 LY1287.an estimated accuracy of +/- 6 seconds.
 LY1287
 LY1287.The orthometric height was determined by differential leveling
 LY1287.and adjusted by the National Geodetic Survey in June 1991..
 LY1287
 LY1287.The geoid height was determined by GEOID03.
 LY1287
 LY1287.The dynamic height is computed by dividing the NAVD 88
 LY1287.geopotential number by the normal gravity value computed on the
 LY1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1287.degrees latitude (g = 980.6199 gals.).
 LY1287
 LY1287.The modeled gravity was interpolated from observed gravity values.
 LY1287
 LY1287;                    North         East    Units  Estimated Accuracy
 LY1287;SPC PA N     -   101,020.      804,170.      MT  (+/- 180 meters Scaled)
 LY1287
 LY1287                          SUPERSEDED SURVEY CONTROL
 LY1287
 LY1287  NGVD 29 (??/??/92)  306.073  (m)         1004.17   (f) ADJ UNCH    2 0
 LY1287
 LY1287.Superseded values are not recommended for survey control.
 LY1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1287.See file dsdata.txt to determine how the superseded data were derived.
 LY1287
 LY1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL730444(NAD 83)
 LY1287_MARKER: DB = BENCH MARK DISK
 LY1287_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1287_SP_SET: BRIDGE
 LY1287_STAMPING: H 224 1958
 LY1287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1287
 LY1287  HISTORY     - Date     Condition        Report By
 LY1287  HISTORY     - 1958     MONUMENTED       CGS
 LY1287  HISTORY     - 20030507 GOOD             PADT
 LY1287
 LY1287                          STATION DESCRIPTION
 LY1287
 LY1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LY1287'0.8 MI NW FROM TANNERSVILLE.
 LY1287'0.75 MILE NORTH WEST ALONG COUNTY ROAD 45024 FROM THE SCHOOL
 LY1287'HOUSE AT TANNERSVILLE AND 0.40 MILE SOUTH EAST OF A ROAD TO A
 LY1287'STATE PARK, SET IN TOP AND 1 FOOT NORTH OF THE SOUTH END OF THE
 LY1287'WEST BANISTER OF A 60 FOOT DOUBLE ARCH BRIDGE OVER A CREEK, 20
 LY1287'FEET WEST OF THE CENTERLINE OF THE COUNTY ROAD AND 4 FEET ABOVE
 LY1287'THE ROAD.
 LY1287
 LY1287                          STATION RECOVERY (2003)
 LY1287
 LY1287'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 LY1287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1483 ***********************************************************************
 LY1483  DESIGNATION -  H 225
 LY1483  PID         -  LY1483
 LY1483  STATE/COUNTY-  PA/MONROE
 LY1483  USGS QUAD   -  BLAKESLEE (1992)
 LY1483
 LY1483                         *CURRENT SURVEY CONTROL
 LY1483  ___________________________________________________________________
 LY1483* NAD 83(1986)-  41 04 20.     (N)    075 30 12.     (W)     SCALED    
 LY1483* NAVD 88     -       562.636  (meters)    1845.91   (feet)  ADJUSTED  
 LY1483  ___________________________________________________________________
 LY1483  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 LY1483  DYNAMIC HT  -         562.353 (meters)    1844.99  (feet)  COMP
 LY1483  MODELED GRAV-     980,101.5   (mgal)                       NAVD 88
 LY1483
 LY1483  VERT ORDER  -  SECOND    CLASS 0
 LY1483
 LY1483.The horizontal coordinates were scaled from a topographic map and have
 LY1483.an estimated accuracy of +/- 6 seconds.
 LY1483
 LY1483.The orthometric height was determined by differential leveling
 LY1483.and adjusted by the National Geodetic Survey in June 1991..
 LY1483
 LY1483.The geoid height was determined by GEOID03.
 LY1483
 LY1483.The dynamic height is computed by dividing the NAVD 88
 LY1483.geopotential number by the normal gravity value computed on the
 LY1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1483.degrees latitude (g = 980.6199 gals.).
 LY1483
 LY1483.The modeled gravity was interpolated from observed gravity values.
 LY1483
 LY1483;                    North         East    Units  Estimated Accuracy
 LY1483;SPC PA N     -   103,010.      788,790.      MT  (+/- 180 meters Scaled)
 LY1483
 LY1483                          SUPERSEDED SURVEY CONTROL
 LY1483
 LY1483  NGVD 29 (??/??/92)  562.820  (m)         1846.52   (f) ADJ UNCH    2 0
 LY1483
 LY1483.Superseded values are not recommended for survey control.
 LY1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1483.See file dsdata.txt to determine how the superseded data were derived.
 LY1483
 LY1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL577468(NAD 83)
 LY1483_MARKER: DB = BENCH MARK DISK
 LY1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1483_STAMPING: H 225 1958
 LY1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1483+STABILITY: SURFACE MOTION
 LY1483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY1483+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2003
 LY1483
 LY1483  HISTORY     - Date     Condition        Report By
 LY1483  HISTORY     - 1958     MONUMENTED       CGS
 LY1483  HISTORY     - 1979     GOOD             PADT
 LY1483  HISTORY     - 20020607 GOOD             PADT
 LY1483  HISTORY     - 20030707 GOOD             PADT
 LY1483
 LY1483                          STATION DESCRIPTION
 LY1483
 LY1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LY1483'5.7 MI E FROM BLAKESLEE CORNER.
 LY1483'3.40 MILE SOUTH EAST ALONG STATE HIGHWAY 115 FROM THE JUNCTION OF
 LY1483'STATE HIGHWAYS 115 AND 940 AT BLAKESLEE CORNER, THENCE 1.65 MILE
 LY1483'NORTH EAST ALONG COUNTY ROAD 45040, THENCE 0.65 MILE NORTH ON
 LY1483'COUNTY ROAD T 580 TO A PRIVATE ROAD WEST.  LOCATED 62 FEET NORTH
 LY1483'WEST AND ACROSS THE COUNTY ROAD FROM A T JUNCTION POWER POLE NO.
 LY1483'65 FOR POWER LINE, 142 FEET EAST OF THE 1ST POWER POLE ON SPUR
 LY1483'LINE NO. B 12979, 30 FEET NORTH OF THE CENTERLINE OF THE PRIVATE
 LY1483'ROAD, 33 FEET WEST OF THE CENTERLINE OF COUNTY ROAD T 580 AND
 LY1483'ABOUT LEVEL WITH THE COUNTY ROAD.
 LY1483
 LY1483                          STATION RECOVERY (1979)
 LY1483
 LY1483'RECOVERY NOTE BY PA DEPT OF TRANSP 1979
 LY1483'RECOVERED IN GOOD CONDITION.
 LY1483
 LY1483                          STATION RECOVERY (2002)
 LY1483
 LY1483'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (SQ)
 LY1483'RECOVERED IN GOOD CONDITION.
 LY1483
 LY1483                          STATION RECOVERY (2003)
 LY1483
 LY1483'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 LY1483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1572 ***********************************************************************
 KW1572  DESIGNATION -  H 226
 KW1572  PID         -  KW1572
 KW1572  STATE/COUNTY-  PA/MONTOUR
 KW1572  USGS QUAD   -  RIVERSIDE (1984)
 KW1572
 KW1572                         *CURRENT SURVEY CONTROL
 KW1572  ___________________________________________________________________
 KW1572* NAD 83(1986)-  40 59 10.     (N)    076 40 00.     (W)     SCALED    
 KW1572* NAVD 88     -       174.510  (meters)     572.54   (feet)  ADJUSTED  
 KW1572  ___________________________________________________________________
 KW1572  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KW1572  DYNAMIC HT  -         174.432 (meters)     572.28  (feet)  COMP
 KW1572  MODELED GRAV-     980,175.4   (mgal)                       NAVD 88
 KW1572
 KW1572  VERT ORDER  -  SECOND    CLASS 0
 KW1572
 KW1572.The horizontal coordinates were scaled from a topographic map and have
 KW1572.an estimated accuracy of +/- 6 seconds.
 KW1572
 KW1572.The orthometric height was determined by differential leveling
 KW1572.and adjusted by the National Geodetic Survey in June 1991..
 KW1572
 KW1572.The geoid height was determined by GEOID03.
 KW1572
 KW1572.The dynamic height is computed by dividing the NAVD 88
 KW1572.geopotential number by the normal gravity value computed on the
 KW1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1572.degrees latitude (g = 980.6199 gals.).
 KW1572
 KW1572.The modeled gravity was interpolated from observed gravity values.
 KW1572
 KW1572;                    North         East    Units  Estimated Accuracy
 KW1572;SPC PA N     -    91,570.      691,160.      MT  (+/- 180 meters Scaled)
 KW1572
 KW1572                          SUPERSEDED SURVEY CONTROL
 KW1572
 KW1572  NGVD 29 (??/??/??)  174.736  (m)          573.28   (f) ADJUSTED    2 0
 KW1572
 KW1572.Superseded values are not recommended for survey control.
 KW1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1572.See file dsdata.txt to determine how the superseded data were derived.
 KW1572
 KW1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL597385(NAD 83)
 KW1572_MARKER: DB = BENCH MARK DISK
 KW1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1572_STAMPING: H 266 1959
 KW1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1572+STABILITY: SURFACE MOTION
 KW1572
 KW1572  HISTORY     - Date     Condition        Report By
 KW1572  HISTORY     - 1959     MONUMENTED       CGS
 KW1572  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW1572
 KW1572                          STATION DESCRIPTION
 KW1572
 KW1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW1572'3 MI NW FROM DANVILLE.
 KW1572'1.6 MILE NORTHEAST OF THE NATIONAL BANK OF DANVILLE ALONG STATE
 KW1572'HIGHWAY NO 54 THENCE 1.45 MILE WEST ALONG STATE HIGHWAY 45, AT
 KW1572'THE JUNCTION OF A FARM LANE, 25 FEET NORTH OF THE CENTERLINE OF
 KW1572'THE HIGHWAY, 2 FEET SOUTH OF A POWER POLE, 16 FEET WEST OF THE
 KW1572'CENTERLINE OF THE FARM LANE, 35 FEET SOUTHWEST OF A FENCE CORNER
 KW1572'POST, PROJECTING 2 INCHES.
 KW1572
 KW1572                          STATION RECOVERY (1989)
 KW1572
 KW1572'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0182 ***********************************************************************
 LZ0182  DESIGNATION -  H 227
 LZ0182  PID         -  LZ0182
 LZ0182  STATE/COUNTY-  PA/COLUMBIA
 LZ0182  USGS QUAD   -  MIFFLINVILLE (1989)
 LZ0182
 LZ0182                         *CURRENT SURVEY CONTROL
 LZ0182  ___________________________________________________________________
 LZ0182* NAD 83(1986)-  41 02 00.     (N)    076 18 37.     (W)     SCALED    
 LZ0182* NAVD 88     -       158.478  (meters)     519.94   (feet)  ADJUSTED  
 LZ0182  ___________________________________________________________________
 LZ0182  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 LZ0182  DYNAMIC HT  -         158.411 (meters)     519.72  (feet)  COMP
 LZ0182  MODELED GRAV-     980,203.1   (mgal)                       NAVD 88
 LZ0182
 LZ0182  VERT ORDER  -  SECOND    CLASS 0
 LZ0182
 LZ0182.The horizontal coordinates were scaled from a topographic map and have
 LZ0182.an estimated accuracy of +/- 6 seconds.
 LZ0182
 LZ0182.The orthometric height was determined by differential leveling
 LZ0182.and adjusted by the National Geodetic Survey in June 1991..
 LZ0182
 LZ0182.The geoid height was determined by GEOID03.
 LZ0182
 LZ0182.The dynamic height is computed by dividing the NAVD 88
 LZ0182.geopotential number by the normal gravity value computed on the
 LZ0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0182.degrees latitude (g = 980.6199 gals.).
 LZ0182
 LZ0182.The modeled gravity was interpolated from observed gravity values.
 LZ0182
 LZ0182;                    North         East    Units  Estimated Accuracy
 LZ0182;SPC PA N     -    97,250.      721,060.      MT  (+/- 180 meters Scaled)
 LZ0182
 LZ0182                          SUPERSEDED SURVEY CONTROL
 LZ0182
 LZ0182  NGVD 29 (??/??/92)  158.693  (m)          520.65   (f) ADJ UNCH    2 0
 LZ0182
 LZ0182.Superseded values are not recommended for survey control.
 LZ0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0182.See file dsdata.txt to determine how the superseded data were derived.
 LZ0182
 LZ0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL898432(NAD 83)
 LZ0182_MARKER: DB = BENCH MARK DISK
 LZ0182_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0182_SP_SET: ABUTMENT
 LZ0182_STAMPING: H 227 1959
 LZ0182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0182
 LZ0182  HISTORY     - Date     Condition        Report By
 LZ0182  HISTORY     - 1959     MONUMENTED       CGS
 LZ0182
 LZ0182                          STATION DESCRIPTION
 LZ0182
 LZ0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LZ0182'AT MIFFLINVILLE.
 LZ0182'ABOUT 0.15 MILE NORTH ALONG A BLACKTOP ROAD FROM THE POST OFFICE
 LZ0182'AT MIFFLINVILLE IN THE RIVER BRIDGE, IN TOP OF THE WEST END OF
 LZ0182'THE SOUTH ABUTMENT OF THE BRIDGE, 20 FEET WEST OF THE CENTERLINE
 LZ0182'OF THE BLACKTOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1537 ***********************************************************************
 LY1537  DESIGNATION -  H 228
 LY1537  PID         -  LY1537
 LY1537  STATE/COUNTY-  PA/LUZERNE
 LY1537  USGS QUAD   -  FREELAND (1984)
 LY1537
 LY1537                         *CURRENT SURVEY CONTROL
 LY1537  ___________________________________________________________________
 LY1537* NAD 83(1986)-  41 05 20.     (N)    075 53 08.     (W)     SCALED    
 LY1537* NAVD 88     -       345.162  (meters)    1132.42   (feet)  ADJUSTED  
 LY1537  ___________________________________________________________________
 LY1537  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 LY1537  DYNAMIC HT  -         345.003 (meters)    1131.90  (feet)  COMP
 LY1537  MODELED GRAV-     980,152.6   (mgal)                       NAVD 88
 LY1537
 LY1537  VERT ORDER  -  SECOND    CLASS 0
 LY1537
 LY1537.The horizontal coordinates were scaled from a topographic map and have
 LY1537.an estimated accuracy of +/- 6 seconds.
 LY1537
 LY1537.The orthometric height was determined by differential leveling
 LY1537.and adjusted by the National Geodetic Survey in June 1991..
 LY1537
 LY1537.The geoid height was determined by GEOID03.
 LY1537
 LY1537.The dynamic height is computed by dividing the NAVD 88
 LY1537.geopotential number by the normal gravity value computed on the
 LY1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1537.degrees latitude (g = 980.6199 gals.).
 LY1537
 LY1537.The modeled gravity was interpolated from observed gravity values.
 LY1537
 LY1537;                    North         East    Units  Estimated Accuracy
 LY1537;SPC PA N     -   104,100.      756,640.      MT  (+/- 180 meters Scaled)
 LY1537
 LY1537                          SUPERSEDED SURVEY CONTROL
 LY1537
 LY1537  NGVD 29 (??/??/92)  345.355  (m)         1133.05   (f) ADJ UNCH    2 0
 LY1537
 LY1537.Superseded values are not recommended for survey control.
 LY1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1537.See file dsdata.txt to determine how the superseded data were derived.
 LY1537
 LY1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL256490(NAD 83)
 LY1537_MARKER: DB = BENCH MARK DISK
 LY1537_SETTING: 66 = SET IN ROCK OUTCROP
 LY1537_SP_SET: ROCK CUT
 LY1537_STAMPING: H 228 1959
 LY1537_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY1537+STABILITY: POSITION/ELEVATION WELL
 LY1537
 LY1537  HISTORY     - Date     Condition        Report By
 LY1537  HISTORY     - 1959     MONUMENTED       CGS
 LY1537
 LY1537                          STATION DESCRIPTION
 LY1537
 LY1537'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1537'7.6 MI NW FROM WHITE HAVEN.
 LY1537'4.75 MILE NORTH ALONG BLACKTOP ROAD NO. 40040 FROM THE SCHOOL
 LY1537'HOUSE AT WHITE HAVEN, THENCE 2.9 MILE WEST ALONG A BLACKTOP
 LY1537'ROAD AT THE WEST CORNER OF A CLEARED FIELD, 3 FEET NORTHEAST
 LY1537'OF POWER POLE NO. 15879H, 28 FEET NORTHEAST OF A GATE TO A
 LY1537'FIELD, 208 FEET NORTHEAST OF THE SOUTHEAST END OF A ROCK CUT,
 LY1537'119 FEET SOUTH AND ACROSS THE ROAD FROM POLE NO. 38, 1 1/2
 LY1537'FOOT NORTHWEST OF THE FENCELINE, 23 FEET SOUTHEAST OF THE
 LY1537'CENTERLINE OF THE ROAD AND 1 FOOT ABOVE THE LEVEL OF THE ROAD
 LY1537'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1411 ***********************************************************************
 LY1411  DESIGNATION -  H 229
 LY1411  PID         -  LY1411
 LY1411  STATE/COUNTY-  PA/LUZERNE
 LY1411  USGS QUAD   -  PITTSTON (1994)
 LY1411
 LY1411                         *CURRENT SURVEY CONTROL
 LY1411  ___________________________________________________________________
 LY1411* NAD 83(1986)-  41 15 13.     (N)    075 49 33.     (W)     SCALED    
 LY1411* NAVD 88     -       218.353  (meters)     716.38   (feet)  ADJUSTED  
 LY1411  ___________________________________________________________________
 LY1411  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 LY1411  DYNAMIC HT  -         218.263 (meters)     716.08  (feet)  COMP
 LY1411  MODELED GRAV-     980,204.7   (mgal)                       NAVD 88
 LY1411
 LY1411  VERT ORDER  -  SECOND    CLASS 0
 LY1411
 LY1411.The horizontal coordinates were scaled from a topographic map and have
 LY1411.an estimated accuracy of +/- 6 seconds.
 LY1411
 LY1411.The orthometric height was determined by differential leveling
 LY1411.and adjusted by the National Geodetic Survey in June 1991..
 LY1411
 LY1411.The geoid height was determined by GEOID03.
 LY1411
 LY1411.The dynamic height is computed by dividing the NAVD 88
 LY1411.geopotential number by the normal gravity value computed on the
 LY1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1411.degrees latitude (g = 980.6199 gals.).
 LY1411
 LY1411.The modeled gravity was interpolated from observed gravity values.
 LY1411
 LY1411;                    North         East    Units  Estimated Accuracy
 LY1411;SPC PA N     -   122,500.      761,250.      MT  (+/- 180 meters Scaled)
 LY1411
 LY1411                          SUPERSEDED SURVEY CONTROL
 LY1411
 LY1411  NGVD 29 (??/??/92)  218.532  (m)          716.97   (f) ADJ UNCH    2 0
 LY1411
 LY1411.Superseded values are not recommended for survey control.
 LY1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1411.See file dsdata.txt to determine how the superseded data were derived.
 LY1411
 LY1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL308672(NAD 83)
 LY1411_MARKER: DB = BENCH MARK DISK
 LY1411_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1411_SP_SET: WALL
 LY1411_STAMPING: H 229 1959
 LY1411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1411
 LY1411  HISTORY     - Date     Condition        Report By
 LY1411  HISTORY     - 1959     MONUMENTED       CGS
 LY1411  HISTORY     - 1973     GOOD             LOCENG
 LY1411  HISTORY     - 19940330 MARK NOT FOUND   LOCENG
 LY1411
 LY1411                          STATION DESCRIPTION
 LY1411
 LY1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1411'0.6 MI NE FROM WILKES BARRE.
 LY1411'0.55 MILE NORTH EAST ALONG STATE HY. 315 FROM THE JUNCTION OF HY.
 LY1411'315 AND STATE HY. 115 AT THE VETERANS HOSPITAL IN WILKES-BARRE,
 LY1411'SET IN TOP OF THE NORTH WING-WALL FOR THE NORTH WEST HEAD-WALL
 LY1411'OF A 20 FOOT BRIDGE OVER A CREEK, 30 FEET NORTH WEST OF THE
 LY1411'CENTERLINE OF STATE HY. 309, 3 FEET BELOW THE LEVEL OF THE
 LY1411'HIGHWAY.
 LY1411
 LY1411                          STATION RECOVERY (1973)
 LY1411
 LY1411'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 LY1411'RECOVERED IN GOOD CONDITION.
 LY1411
 LY1411                          STATION RECOVERY (1994)
 LY1411
 LY1411'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLM)
 LY1411'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1317 ***********************************************************************
 LZ1317  DESIGNATION -  H 23
 LZ1317  PID         -  LZ1317
 LZ1317  STATE/COUNTY-  PA/CENTRE
 LZ1317  USGS QUAD   -  SNOW SHOE (1996)
 LZ1317
 LZ1317                         *CURRENT SURVEY CONTROL
 LZ1317  ___________________________________________________________________
 LZ1317* NAD 83(1986)-  41 01 38.     (N)    077 55 13.     (W)     SCALED    
 LZ1317* NAVD 88     -       531.822  (meters)    1744.82   (feet)  ADJUSTED  
 LZ1317  ___________________________________________________________________
 LZ1317  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 LZ1317  DYNAMIC HT  -         531.559 (meters)    1743.96  (feet)  COMP
 LZ1317  MODELED GRAV-     980,110.7   (mgal)                       NAVD 88
 LZ1317
 LZ1317  VERT ORDER  -  SECOND    CLASS 0
 LZ1317
 LZ1317.The horizontal coordinates were scaled from a topographic map and have
 LZ1317.an estimated accuracy of +/- 6 seconds.
 LZ1317
 LZ1317.The orthometric height was determined by differential leveling
 LZ1317.and adjusted by the National Geodetic Survey in June 1991..
 LZ1317.WARNING-Repeat measurements at this control monument indicate possible
 LZ1317.vertical movement.
 LZ1317
 LZ1317.The geoid height was determined by GEOID03.
 LZ1317
 LZ1317.The dynamic height is computed by dividing the NAVD 88
 LZ1317.geopotential number by the normal gravity value computed on the
 LZ1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1317.degrees latitude (g = 980.6199 gals.).
 LZ1317
 LZ1317.The modeled gravity was interpolated from observed gravity values.
 LZ1317
 LZ1317;                    North         East    Units  Estimated Accuracy
 LZ1317;SPC PA N     -    95,580.      585,680.      MT  (+/- 180 meters Scaled)
 LZ1317
 LZ1317                          SUPERSEDED SURVEY CONTROL
 LZ1317
 LZ1317  NGVD 29 (??/??/92)  531.986  (m)         1745.36   (f) ADJ UNCH    2 0
 LZ1317
 LZ1317.Superseded values are not recommended for survey control.
 LZ1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1317.See file dsdata.txt to determine how the superseded data were derived.
 LZ1317
 LZ1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL544458(NAD 83)
 LZ1317_MARKER: DB = BENCH MARK DISK
 LZ1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1317_STAMPING: H 23 1934
 LZ1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1317+STABILITY: SURFACE MOTION
 LZ1317
 LZ1317  HISTORY     - Date     Condition        Report By
 LZ1317  HISTORY     - 1934     MONUMENTED       CGS
 LZ1317  HISTORY     - 1959     GOOD             NGS
 LZ1317
 LZ1317                          STATION DESCRIPTION
 LZ1317
 LZ1317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LZ1317'1.8 MI SE FROM SNOW SHOE.
 LZ1317'ABOUT 1.75 MILE SOUTH EAST ALONG STATE HY. 53 FROM THE METHODIST
 LZ1317'CHURCH IN SNOW SHOE, (AT THE R.S. CARLIN INC. OFFICE), SET ALONG
 LZ1317'THE SOUTH EDGE OF THE YARD OF THE ABOVE NAMED COAL COMPANY
 LZ1317'OFFICE, 97 FEET WEST OF THE NORTH END OF CULVERT AT ROAD JUNCTION,
 LZ1317'63 FEET SOUTH OF THE SOUTH WEST CORNER OF THE OFFICE BUILDING,
 LZ1317'44 FEET EAST OF A POWER POLE, 24 FEET NORTH OF THE CENTERLINE
 LZ1317'OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, PROJECTING ABOUT
 LZ1317'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0246 ***********************************************************************
 LZ0246  DESIGNATION -  H 230
 LZ0246  PID         -  LZ0246
 LZ0246  STATE/COUNTY-  PA/LUZERNE
 LZ0246  USGS QUAD   -  SYBERTSVILLE (1989)
 LZ0246
 LZ0246                         *CURRENT SURVEY CONTROL
 LZ0246  ___________________________________________________________________
 LZ0246* NAD 83(1986)-  41 03 12.     (N)    076 01 00.     (W)     SCALED    
 LZ0246* NAVD 88     -       471.750  (meters)    1547.73   (feet)  ADJUSTED  
 LZ0246  ___________________________________________________________________
 LZ0246  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 LZ0246  DYNAMIC HT  -         471.544 (meters)    1547.06  (feet)  COMP
 LZ0246  MODELED GRAV-     980,171.8   (mgal)                       NAVD 88
 LZ0246
 LZ0246  VERT ORDER  -  SECOND    CLASS 0
 LZ0246
 LZ0246.The horizontal coordinates were scaled from a topographic map and have
 LZ0246.an estimated accuracy of +/- 6 seconds.
 LZ0246
 LZ0246.The orthometric height was determined by differential leveling
 LZ0246.and adjusted by the National Geodetic Survey in June 1991..
 LZ0246
 LZ0246.The geoid height was determined by GEOID03.
 LZ0246
 LZ0246.The dynamic height is computed by dividing the NAVD 88
 LZ0246.geopotential number by the normal gravity value computed on the
 LZ0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0246.degrees latitude (g = 980.6199 gals.).
 LZ0246
 LZ0246.The modeled gravity was interpolated from observed gravity values.
 LZ0246
 LZ0246;                    North         East    Units  Estimated Accuracy
 LZ0246;SPC PA N     -    99,930.      745,700.      MT  (+/- 180 meters Scaled)
 LZ0246
 LZ0246                          SUPERSEDED SURVEY CONTROL
 LZ0246
 LZ0246  NGVD 29 (??/??/92)  471.953  (m)         1548.40   (f) ADJ UNCH    2 0
 LZ0246
 LZ0246.Superseded values are not recommended for survey control.
 LZ0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0246.See file dsdata.txt to determine how the superseded data were derived.
 LZ0246
 LZ0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL145451(NAD 83)
 LZ0246_MARKER: DB = BENCH MARK DISK
 LZ0246_SETTING: 80 = SET IN A BOULDER
 LZ0246_SP_SET: BOULDER
 LZ0246_STAMPING: H 230 1959
 LZ0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0246+STABILITY: SURFACE MOTION
 LZ0246
 LZ0246  HISTORY     - Date     Condition        Report By
 LZ0246  HISTORY     - 1959     MONUMENTED       CGS
 LZ0246
 LZ0246                          STATION DESCRIPTION
 LZ0246
 LZ0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LZ0246'2.8 MI NE FROM ST JOHNS.
 LZ0246'ABOUT 0.25 MILE EAST ALONG BLACKTOP ROAD FROM THE ST. JOHNS
 LZ0246'LUTHERAN CHURCH AT ST. JOHNS THENCE 2.50 MILE NORTH ALONG
 LZ0246'BLACKTOP ROAD (0.25 MILE NORTH EAST FROM A SMALL FRAME HOUSE),
 LZ0246'SET IN TOP AND 2 FEET SOUTH EAST OF THE NORTH WEST END OF A 12
 LZ0246'FOOT BY 5 FOOT BOULDER, PROJECTING ABOUT 1 FOOT, 42 FEET NORTH
 LZ0246'WEST OF THE CENTERLINE OF THE BLACKTOP ROAD, ABOUT 3 FEET ABOVE
 LZ0246'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0250 ***********************************************************************
 LZ0250  DESIGNATION -  H 231 RESET 1964
 LZ0250  PID         -  LZ0250
 LZ0250  STATE/COUNTY-  PA/LUZERNE
 LZ0250  USGS QUAD   -  SYBERTSVILLE (1989)
 LZ0250
 LZ0250                         *CURRENT SURVEY CONTROL
 LZ0250  ___________________________________________________________________
 LZ0250* NAD 83(1986)-  41 00 44.     (N)    076 00 29.     (W)     SCALED    
 LZ0250* NAVD 88     -       327.20   (+/-2cm)    1073.5    (feet)  VERTCON   
 LZ0250  ___________________________________________________________________
 LZ0250  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LZ0250
 LZ0250  VERT ORDER  -  THIRD (See Below)
 LZ0250
 LZ0250.The horizontal coordinates were scaled from a topographic map and have
 LZ0250.an estimated accuracy of +/- 6 seconds.
 LZ0250
 LZ0250.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ0250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ0250.The vertical order pertains to the NGVD 29 superseded value.
 LZ0250
 LZ0250.The geoid height was determined by GEOID03.
 LZ0250
 LZ0250;                    North         East    Units  Estimated Accuracy
 LZ0250;SPC PA N     -    95,380.      746,520.      MT  (+/- 180 meters Scaled)
 LZ0250
 LZ0250                          SUPERSEDED SURVEY CONTROL
 LZ0250
 LZ0250  NGVD 29 (??/??/??)  327.40   (m)         1074.1    (f) RESET       3  
 LZ0250
 LZ0250.Superseded values are not recommended for survey control.
 LZ0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0250.See file dsdata.txt to determine how the superseded data were derived.
 LZ0250
 LZ0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL152406(NAD 83)
 LZ0250_MARKER: DB = BENCH MARK DISK
 LZ0250_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0250_SP_SET: BRIDGE PARAPET
 LZ0250_STAMPING: H 231 RESET 1964
 LZ0250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0250
 LZ0250  HISTORY     - Date     Condition        Report By
 LZ0250  HISTORY     - 1964     MONUMENTED       PADH
 LZ0250  HISTORY     - 1967     GOOD             NGS
 LZ0250
 LZ0250                          STATION DESCRIPTION
 LZ0250
 LZ0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LZ0250'1.2 MI S FROM ST JOHNS.
 LZ0250'ABOUT 0.15 MILE NORTHWEST ALONG A BLACK TOP ROAD (L.R. 40012)
 LZ0250'FROM THE ST. JOHNS LUTHERAN CHURCH IN ST. JOHNS TO A T ROAD
 LZ0250'JUNCTION, THENCE ABOUT 1.10 MILES SOUTH ALONG BLACK TOP ROAD TO A
 LZ0250'T JUNCTION, THENCE 0.15 MILES EAST ON A BLACK TOP ROAD TO
 LZ0250'INTERSECTION, THENCE ABOUT 300 FEET NORTHWEST ALONG BLACK TOP
 LZ0250'ROAD (L.R. 653), SET IN SOUTHEAST CONCRETE PARAPET OF BRIDGE OVER
 LZ0250'L.R. 1005 (F.A. I.-81), 17 FEET SOUTH OF THE CENTER LINE OF THE
 LZ0250'BLACK TOP ROAD EAST AND WEST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 LZ0250'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2829 ***********************************************************************
 KV2829  DESIGNATION -  H 232
 KV2829  PID         -  KV2829
 KV2829  STATE/COUNTY-  PA/LUZERNE
 KV2829  USGS QUAD   -  HAZLETON (1995)
 KV2829
 KV2829                         *CURRENT SURVEY CONTROL
 KV2829  ___________________________________________________________________
 KV2829* NAD 83(1986)-  40 56 17.     (N)    075 59 32.     (W)     SCALED    
 KV2829* NAVD 88     -       525.462  (meters)    1723.95   (feet)  ADJUSTED  
 KV2829  ___________________________________________________________________
 KV2829  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KV2829  DYNAMIC HT  -         525.199 (meters)    1723.09  (feet)  COMP
 KV2829  MODELED GRAV-     980,105.7   (mgal)                       NAVD 88
 KV2829
 KV2829  VERT ORDER  -  SECOND    CLASS 0
 KV2829
 KV2829.The horizontal coordinates were scaled from a topographic map and have
 KV2829.an estimated accuracy of +/- 6 seconds.
 KV2829
 KV2829.The orthometric height was determined by differential leveling
 KV2829.and adjusted by the National Geodetic Survey in June 1991..
 KV2829
 KV2829.The geoid height was determined by GEOID03.
 KV2829
 KV2829.The dynamic height is computed by dividing the NAVD 88
 KV2829.geopotential number by the normal gravity value computed on the
 KV2829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2829.degrees latitude (g = 980.6199 gals.).
 KV2829
 KV2829.The modeled gravity was interpolated from observed gravity values.
 KV2829
 KV2829;                    North         East    Units  Estimated Accuracy
 KV2829;SPC PA N     -    87,170.      748,020.      MT  (+/- 180 meters Scaled)
 KV2829
 KV2829                          SUPERSEDED SURVEY CONTROL
 KV2829
 KV2829  NGVD 29 (??/??/??)  525.644  (m)         1724.55   (f) ADJUSTED    2 0
 KV2829
 KV2829.Superseded values are not recommended for survey control.
 KV2829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2829.See file dsdata.txt to determine how the superseded data were derived.
 KV2829
 KV2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL164323(NAD 83)
 KV2829_MARKER: DB = BENCH MARK DISK
 KV2829_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2829_SP_SET: CULVERT
 KV2829_STAMPING: H 232 1959
 KV2829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2829
 KV2829  HISTORY     - Date     Condition        Report By
 KV2829  HISTORY     - 1959     MONUMENTED       CGS
 KV2829
 KV2829                          STATION DESCRIPTION
 KV2829
 KV2829'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KV2829'2.6 MI N FROM MC ADOO.
 KV2829'ABOUT 2.60 MILE NORTH ALONG U.S. 309 FROM THE FIRST NATIONAL BANK
 KV2829'OF MC ADOO, ALSO 1.60 MILE SOUTH WEST ALONG U.S. 309 FROM THE
 KV2829'WATER WORKS BLDG. AT HAZLETON, SET IN TOP OF APEX OF A V CULVERT
 KV2829'UNDER U.S. 309, 18 FEET WEST OF THE CENTERLINE OF THE BLACKTOP
 KV2829'ROAD SOUTH, 33 FEET SOUTH EAST OF THE CENTERLINE OF U.S. 309,
 KV2829'ABOUT 1 FOOT BELOW THE LEVEL OF THE HY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1180 ***********************************************************************
 LY1180  DESIGNATION -  H 234
 LY1180  PID         -  LY1180
 LY1180  STATE/COUNTY-  PA/PIKE
 LY1180  USGS QUAD   -  NEWFOUNDLAND (1992)
 LY1180
 LY1180                         *CURRENT SURVEY CONTROL
 LY1180  ___________________________________________________________________
 LY1180* NAD 83(1986)-  41 20 30.     (N)    075 17 54.     (W)     SCALED    
 LY1180* NAVD 88     -       473.610  (meters)    1553.84   (feet)  ADJUSTED  
 LY1180  ___________________________________________________________________
 LY1180  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 LY1180  DYNAMIC HT  -         473.394 (meters)    1553.13  (feet)  COMP
 LY1180  MODELED GRAV-     980,153.0   (mgal)                       NAVD 88
 LY1180
 LY1180  VERT ORDER  -  SECOND    CLASS 0
 LY1180
 LY1180.The horizontal coordinates were scaled from a topographic map and have
 LY1180.an estimated accuracy of +/- 6 seconds.
 LY1180
 LY1180.The orthometric height was determined by differential leveling
 LY1180.and adjusted by the National Geodetic Survey in June 1991..
 LY1180
 LY1180.The geoid height was determined by GEOID03.
 LY1180
 LY1180.The dynamic height is computed by dividing the NAVD 88
 LY1180.geopotential number by the normal gravity value computed on the
 LY1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1180.degrees latitude (g = 980.6199 gals.).
 LY1180
 LY1180.The modeled gravity was interpolated from observed gravity values.
 LY1180
 LY1180;                    North         East    Units  Estimated Accuracy
 LY1180;SPC PA N     -   133,390.      805,170.      MT  (+/- 180 meters Scaled)
 LY1180
 LY1180                          SUPERSEDED SURVEY CONTROL
 LY1180
 LY1180  NGVD 29 (??/??/92)  473.812  (m)         1554.50   (f) ADJ UNCH    2 0
 LY1180
 LY1180.Superseded values are not recommended for survey control.
 LY1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1180.See file dsdata.txt to determine how the superseded data were derived.
 LY1180
 LY1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL750767(NAD 83)
 LY1180_MARKER: DB = BENCH MARK DISK
 LY1180_SETTING: 80 = SET IN A BOULDER
 LY1180_SP_SET: BOULDER
 LY1180_STAMPING: H 234 1959
 LY1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1180+STABILITY: SURFACE MOTION
 LY1180
 LY1180  HISTORY     - Date     Condition        Report By
 LY1180  HISTORY     - 1959     MONUMENTED       CGS
 LY1180  HISTORY     - 20041009 GOOD             INDIV
 LY1180
 LY1180                          STATION DESCRIPTION
 LY1180
 LY1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1180'2.5 MI NE FROM GREENTOWN.
 LY1180'1.20 MILE EAST ALONG COUNTY ROAD 51027 FROM THE POST OFFICE IN
 LY1180'GREENTOWN THENCE 0.05 MILE TO T INTERSECTION THENCE 1.25 MILE
 LY1180'NORTH ON T 350, SET IN TOP CENTER OF A 5 FOOT BY 3 FOOT BOULDER
 LY1180'PROJECTING 3 INCHES, 134 FEET WEST-SOUTH WEST OF A 27 INCH RED
 LY1180'MAPLE TREE, 47 FEET NORTH-NORTH EAST OF A 22 INCH RED MAPLE TREE,
 LY1180'33 FEET WEST OF A 24 INCH RED MAPLE TREE, 81 FEET WEST-NORTH WEST
 LY1180'OF TELEPHONE POLE NO. A-28, 67 FEET WEST-SOUTH WEST OF THE
 LY1180'CENTERLINE OF THE ROAD, 98 FEET WEST OF CENTERLINE OF T INTERSECTION,
 LY1180'ABOUT 6 INCHES ABOVE THE GROUND.
 LY1180
 LY1180                          STATION RECOVERY (2004)
 LY1180
 LY1180'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JKM)
 LY1180' 
 LY1180'STATION MARK RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED NEAR
 LY1180'THE T-INTERSECTION OF BEAVER DAM ROAD (T 389) AND BARTLESON ROAD (T
 LY1180'355).  IT IS SET IN A BOULDER AS DESCRIBED, APPROXIMATELY 72.3 FEET
 LY1180'(22 METERS) WEST-SOUTHWEST OF THE CENTERLINE OF BEAVER DAM ROAD AND 71
 LY1180'FEET (21.7 METERS) WEST-NORTHWEST OF TELEPHONE POLE BT CO 19/A-7/A-8.
 LY1180' 
 LY1180' 
 LY1180'AUTONOMOUS (NON-CORRECTED) HANDHELD GPS COORDINATES FOR THE STATION
 LY1180'ARE 41 20 30.30(N) 075 17 53.46(W).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1449 ***********************************************************************
 LY1449  DESIGNATION -  H 235
 LY1449  PID         -  LY1449
 LY1449  STATE/COUNTY-  PA/LUZERNE
 LY1449  USGS QUAD   -  WILKES-BARRE EAST (1964)
 LY1449
 LY1449                         *CURRENT SURVEY CONTROL
 LY1449  ___________________________________________________________________
 LY1449* NAD 83(1986)-  41 08 37.     (N)    075 51 52.     (W)     SCALED    
 LY1449* NAVD 88     -       526.822  (meters)    1728.42   (feet)  ADJUSTED  
 LY1449  ___________________________________________________________________
 LY1449  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 LY1449  DYNAMIC HT  -         526.578 (meters)    1727.61  (feet)  COMP
 LY1449  MODELED GRAV-     980,142.4   (mgal)                       NAVD 88
 LY1449
 LY1449  VERT ORDER  -  SECOND    CLASS 0
 LY1449
 LY1449.The horizontal coordinates were scaled from a topographic map and have
 LY1449.an estimated accuracy of +/- 6 seconds.
 LY1449
 LY1449.The orthometric height was determined by differential leveling
 LY1449.and adjusted by the National Geodetic Survey in June 1991..
 LY1449
 LY1449.The geoid height was determined by GEOID03.
 LY1449
 LY1449.The dynamic height is computed by dividing the NAVD 88
 LY1449.geopotential number by the normal gravity value computed on the
 LY1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1449.degrees latitude (g = 980.6199 gals.).
 LY1449
 LY1449.The modeled gravity was interpolated from observed gravity values.
 LY1449
 LY1449;                    North         East    Units  Estimated Accuracy
 LY1449;SPC PA N     -   110,220.      758,280.      MT  (+/- 180 meters Scaled)
 LY1449
 LY1449                          SUPERSEDED SURVEY CONTROL
 LY1449
 LY1449  NGVD 29 (??/??/92)  526.990  (m)         1728.97   (f) ADJ UNCH    2 0
 LY1449
 LY1449.Superseded values are not recommended for survey control.
 LY1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1449.See file dsdata.txt to determine how the superseded data were derived.
 LY1449
 LY1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL274550(NAD 83)
 LY1449_MARKER: DB = BENCH MARK DISK
 LY1449_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1449_SP_SET: PIER
 LY1449_STAMPING: H 235 1959
 LY1449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1449
 LY1449  HISTORY     - Date     Condition        Report By
 LY1449  HISTORY     - 1959     MONUMENTED       CGS
 LY1449  HISTORY     - 1985     GOOD             NGS
 LY1449
 LY1449                          STATION DESCRIPTION
 LY1449
 LY1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1449'4.6 MI S FROM MOUNTAIN TOP.
 LY1449'4.65 MILE SOUTH ALONG THE LEHIGH VALLEY RAILROAD FROM THE
 LY1449'RAILROAD STATION AT MOUNTAIN TOP, SET IN THE WEST FACE OF THE
 LY1449'NORTH STANSION OF EAST PIER FOR OVERPASS OVER BLACKTOP ROAD, 8
 LY1449'FEET EAST OF THE EAST RAIL, ABOUT 1 FOOT ABOVE THE TRACK.
 LY1449
 LY1449                          STATION RECOVERY (1985)
 LY1449
 LY1449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LY1449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2880 ***********************************************************************
 LY2880  DESIGNATION -  H 235 RESET
 LY2880  PID         -  LY2880
 LY2880  STATE/COUNTY-  PA/LUZERNE
 LY2880  USGS QUAD   -  WILKES-BARRE EAST (1964)
 LY2880
 LY2880                         *CURRENT SURVEY CONTROL
 LY2880  ___________________________________________________________________
 LY2880* NAD 83(1986)-  41 08 37.     (N)    075 51 52.     (W)     SCALED    
 LY2880* NAVD 88     -       528.42   (+/-2cm)    1733.7    (feet)  VERTCON   
 LY2880  ___________________________________________________________________
 LY2880  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 LY2880
 LY2880  VERT ORDER  -  THIRD (See Below)
 LY2880
 LY2880.The horizontal coordinates were scaled from a topographic map and have
 LY2880.an estimated accuracy of +/- 6 seconds.
 LY2880
 LY2880.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2880.The vertical order pertains to the NGVD 29 superseded value.
 LY2880
 LY2880.The geoid height was determined by GEOID03.
 LY2880
 LY2880;                    North         East    Units  Estimated Accuracy
 LY2880;SPC PA N     -   110,220.      758,280.      MT  (+/- 180 meters Scaled)
 LY2880
 LY2880                          SUPERSEDED SURVEY CONTROL
 LY2880
 LY2880  NGVD 29 (02/24/03)  528.59   (m)         1734.2    (f) RESET       3  
 LY2880
 LY2880.Superseded values are not recommended for survey control.
 LY2880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2880.See file dsdata.txt to determine how the superseded data were derived.
 LY2880
 LY2880_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL274550(NAD 83)
 LY2880_MARKER: DV = VERTICAL CONTROL DISK
 LY2880_SETTING: 66 = SET IN ROCK OUTCROP
 LY2880_SP_SET: ROCK OUTCROP
 LY2880_STAMPING: H 235 RESET 1985
 LY2880_MARK LOGO: NGS   
 LY2880_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2880_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2880+STABILITY: POSITION/ELEVATION WELL
 LY2880
 LY2880  HISTORY     - Date     Condition        Report By
 LY2880  HISTORY     - 1985     MONUMENTED       NGS
 LY2880
 LY2880                          STATION DESCRIPTION
 LY2880
 LY2880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LY2880'FROM THE INTERSECTION OF STATE HIGHWAYS 309 AND 437 AT MOUNTAIN TOP,
 LY2880'GO SOUTHERLY ON STATE HIGHWAY 437 (WOODLAND AVENUE) FOR 3.0 MI
 LY2880'(4.8 KM) TO A FORK, BEAR LEFT AND GO SOUTHERLY ON GLENN SUMMIT FOR
 LY2880'0.15 MI (0.24 KM) TO A FORK.  TURN LEFT AND FOLLOW GLENN SUMMIT EAST
 LY2880'THEN NORTH FOR 0.2 MI (0.3 KM) TO A OLD RAILROAD BED ON THE LEFT AND
 LY2880'BENCH MARK 44 FT (13.4 M) WEST FROM THE CENTER OF GLENN SUMMIT, 41 FT
 LY2880'(12.5 M) EAST FROM THE CENTER OF THE OLD ABANDONED RAILROAD BED, 95.7
 LY2880'FT (29.2 M) NORTHWEST FROM A POWERLINE POLE NUMBERED 51926 N36163 AND
 LY2880'2.2 FT (0.7 M) EAST FROM THE WEST FACE OF THE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1307 ***********************************************************************
 LZ1307  DESIGNATION -  H 235 X
 LZ1307  PID         -  LZ1307
 LZ1307  STATE/COUNTY-  PA/CENTRE
 LZ1307  USGS QUAD   -  SNOW SHOE (1996)
 LZ1307
 LZ1307                         *CURRENT SURVEY CONTROL
 LZ1307  ___________________________________________________________________
 LZ1307* NAD 83(1986)-  41 01 44.     (N)    077 57 14.     (W)     SCALED    
 LZ1307* NAVD 88     -       518.837  (meters)    1702.22   (feet)  ADJUSTED  
 LZ1307  ___________________________________________________________________
 LZ1307  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 LZ1307  DYNAMIC HT  -         518.578 (meters)    1701.37  (feet)  COMP
 LZ1307  MODELED GRAV-     980,106.7   (mgal)                       NAVD 88
 LZ1307
 LZ1307  VERT ORDER  -  SECOND    CLASS 0
 LZ1307
 LZ1307.The horizontal coordinates were scaled from a topographic map and have
 LZ1307.an estimated accuracy of +/- 6 seconds.
 LZ1307
 LZ1307.The orthometric height was determined by differential leveling
 LZ1307.and adjusted by the National Geodetic Survey in June 1991..
 LZ1307
 LZ1307.The geoid height was determined by GEOID03.
 LZ1307
 LZ1307.The dynamic height is computed by dividing the NAVD 88
 LZ1307.geopotential number by the normal gravity value computed on the
 LZ1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1307.degrees latitude (g = 980.6199 gals.).
 LZ1307
 LZ1307.The modeled gravity was interpolated from observed gravity values.
 LZ1307
 LZ1307;                    North         East    Units  Estimated Accuracy
 LZ1307;SPC PA N     -    95,770.      582,850.      MT  (+/- 180 meters Scaled)
 LZ1307
 LZ1307                          SUPERSEDED SURVEY CONTROL
 LZ1307
 LZ1307  NGVD 29 (??/??/92)  518.996  (m)         1702.74   (f) ADJ UNCH    2 0
 LZ1307
 LZ1307.Superseded values are not recommended for survey control.
 LZ1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1307.See file dsdata.txt to determine how the superseded data were derived.
 LZ1307
 LZ1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL516461(NAD 83)
 LZ1307_MARKER: DB = BENCH MARK DISK
 LZ1307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1307_SP_SET: PIPE HEADWALL
 LZ1307_STAMPING: H 235 1959 X
 LZ1307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1307
 LZ1307  HISTORY     - Date     Condition        Report By
 LZ1307  HISTORY     - 1959     MONUMENTED       CGS
 LZ1307  HISTORY     - 1960     GOOD             NGS
 LZ1307
 LZ1307                          STATION DESCRIPTION
 LZ1307
 LZ1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LZ1307'0.2 MI NW FROM SNOW SHOE.
 LZ1307'0.2 MILE NORTH WEST ALONG STATE HY. 53 FROM THE METHODIST CHURCH
 LZ1307'IN SNOW SHOE, SET IN TOP CENTER OF A 2 FOOT PIPE CULVERT HEADWALL
 LZ1307'WITH WINGWALLS, 34 FEET SOUTH EAST AND ACROSS GRAVEL ROAD FROM
 LZ1307'POLE NO. X71 WITH STREET LIGHT, 14 FEET SOUTH EAST OF THE
 LZ1307'CENTERLINE OF GRAVEL ROAD SOUTHWEST, 31 FEET SOUTH WEST OF THE
 LZ1307'CENTERLINE OF STATE HY. 53, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 LZ1307'HIGHWAY.
 LZ1307
 LZ1307                          STATION RECOVERY (1960)
 LZ1307
 LZ1307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 LZ1307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0648 ***********************************************************************
 LY0648  DESIGNATION -  H 236
 LY0648  PID         -  LY0648
 LY0648  STATE/COUNTY-  PA/PIKE
 LY0648  USGS QUAD   -  EDGEMERE (1992)
 LY0648
 LY0648                         *CURRENT SURVEY CONTROL
 LY0648  ___________________________________________________________________
 LY0648* NAD 83(1986)-  41 20 02.     (N)    074 54 27.     (W)     SCALED    
 LY0648* NAVD 88     -       385.639  (meters)    1265.22   (feet)  ADJUSTED  
 LY0648  ___________________________________________________________________
 LY0648  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 LY0648  DYNAMIC HT  -         385.464 (meters)    1264.64  (feet)  COMP
 LY0648  MODELED GRAV-     980,159.2   (mgal)                       NAVD 88
 LY0648
 LY0648  VERT ORDER  -  SECOND    CLASS 0
 LY0648
 LY0648.The horizontal coordinates were scaled from a topographic map and have
 LY0648.an estimated accuracy of +/- 6 seconds.
 LY0648
 LY0648.The orthometric height was determined by differential leveling
 LY0648.and adjusted by the National Geodetic Survey in June 1991..
 LY0648
 LY0648.The geoid height was determined by GEOID03.
 LY0648
 LY0648.The dynamic height is computed by dividing the NAVD 88
 LY0648.geopotential number by the normal gravity value computed on the
 LY0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0648.degrees latitude (g = 980.6199 gals.).
 LY0648
 LY0648.The modeled gravity was interpolated from observed gravity values.
 LY0648
 LY0648;                    North         East    Units  Estimated Accuracy
 LY0648;SPC PA N     -   133,530.      837,890.      MT  (+/- 180 meters Scaled)
 LY0648
 LY0648                          SUPERSEDED SURVEY CONTROL
 LY0648
 LY0648  NGVD 29 (??/??/92)  385.810  (m)         1265.78   (f) ADJ UNCH    2 0
 LY0648
 LY0648.Superseded values are not recommended for survey control.
 LY0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0648.See file dsdata.txt to determine how the superseded data were derived.
 LY0648
 LY0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL077758(NAD 83)
 LY0648_MARKER: DB = BENCH MARK DISK
 LY0648_SETTING: 80 = SET IN A BOULDER
 LY0648_SP_SET: BOULDER
 LY0648_STAMPING: H 236 1959
 LY0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0648+STABILITY: SURFACE MOTION
 LY0648
 LY0648  HISTORY     - Date     Condition        Report By
 LY0648  HISTORY     - 1959     MONUMENTED       CGS
 LY0648
 LY0648                          STATION DESCRIPTION
 LY0648
 LY0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY0648'10.6 MI NW FROM MILFORD.
 LY0648'0.20 MILE SOUTH WEST ALONG U.S. 6 (HIGH ST.) FROM THE COURT HOUSE
 LY0648'IN MILFORD THENCE 4.85 MILE NORTH WEST ALONG U.S. 6 (HARTFORD ST.)
 LY0648'THENCE 0.10 MILE SOUTH WEST ON A BLACKTOP ROAD THENCE 2.40 MILE
 LY0648'SOUTH ON BLACKTOP ROAD THENCE 1.15 MILE NORTH WEST ON A GRAVEL
 LY0648'ROAD THENCE 1.85 MILE NORTH WEST ON A BLACKTOP ROAD, SET IN TOP
 LY0648'CENTER OF A 5 FOOT BY 4 FOOT BY 2 1/2 FOOT BOULDER, 69 FEET
 LY0648'SOUTH OF THE CENTERLINE OF THE ROAD, 231 FEET SOUTH OF A Y
 LY0648'JUNCTION OF TWO ROADS, 24 FEET NORTH OF A FIELD ROAD EAST, 29
 LY0648'FEET EAST-SOUTH EAST OF A TELEPHONE POLE, ALSO THIS BM CAN BE
 LY0648'REACHED AS FOLLOWS-- 0.20 MILE SOUTH WEST ALONG U.S. 6 (HIGH ST.)
 LY0648'FROM THE COURT HOUSE IN MILFORD THENCE 7.35 MILE NORTH WEST ALONG
 LY0648'U.S. 6 (HARTFORD ST.) TO THE RED BROOK CABINS AND RESTAURANT
 LY0648'THENCE 2.80 MILE SOUTH WEST ON GRAVEL ROAD THENCE 0.05 MILE
 LY0648'SOUTH WEST ON BLACKTOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0533 ***********************************************************************
 MA0533  DESIGNATION -  H 238
 MA0533  PID         -  MA0533
 MA0533  STATE/COUNTY-  PA/CLEARFIELD
 MA0533  USGS QUAD   -  ELLIOTT PARK (1983)
 MA0533
 MA0533                         *CURRENT SURVEY CONTROL
 MA0533  ___________________________________________________________________
 MA0533* NAD 83(1986)-  41 07 12.     (N)    078 37 04.     (W)     SCALED    
 MA0533* NAVD 88     -       520.168  (meters)    1706.58   (feet)  ADJUSTED  
 MA0533  ___________________________________________________________________
 MA0533  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 MA0533  DYNAMIC HT  -         519.908 (meters)    1705.73  (feet)  COMP
 MA0533  MODELED GRAV-     980,109.1   (mgal)                       NAVD 88
 MA0533
 MA0533  VERT ORDER  -  SECOND    CLASS 0
 MA0533
 MA0533.The horizontal coordinates were scaled from a topographic map and have
 MA0533.an estimated accuracy of +/- 6 seconds.
 MA0533
 MA0533.The orthometric height was determined by differential leveling
 MA0533.and adjusted by the National Geodetic Survey in June 1991..
 MA0533
 MA0533.The geoid height was determined by GEOID03.
 MA0533
 MA0533.The dynamic height is computed by dividing the NAVD 88
 MA0533.geopotential number by the normal gravity value computed on the
 MA0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0533.degrees latitude (g = 980.6199 gals.).
 MA0533
 MA0533.The modeled gravity was interpolated from observed gravity values.
 MA0533
 MA0533;                    North         East    Units  Estimated Accuracy
 MA0533;SPC PA N     -   106,240.      527,130.      MT  (+/- 180 meters Scaled)
 MA0533
 MA0533                          SUPERSEDED SURVEY CONTROL
 MA0533
 MA0533  NGVD 29 (??/??/92)  520.292  (m)         1706.99   (f) ADJ UNCH    2 0
 MA0533
 MA0533.Superseded values are not recommended for survey control.
 MA0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0533.See file dsdata.txt to determine how the superseded data were derived.
 MA0533
 MA0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF999548(NAD 83)
 MA0533_MARKER: DB = BENCH MARK DISK
 MA0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0533_STAMPING: H 238 1959
 MA0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0533+STABILITY: SURFACE MOTION
 MA0533
 MA0533  HISTORY     - Date     Condition        Report By
 MA0533  HISTORY     - 1959     MONUMENTED       CGS
 MA0533
 MA0533                          STATION DESCRIPTION
 MA0533
 MA0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA0533'9 MI SE FROM DU BOIS.
 MA0533'7.3 MILE SOUTH EAST OF THE CITY OF DU BOIS TO THE Y JUNCTION
 MA0533'OF TWO BLACKTOP ROADS AT THE NORTH WEST END OF THE RESERVOIR
 MA0533'THENCE 1.75 MILE NORTH ON BLACKTOP ROAD ALONG THE NORTH EAST
 MA0533'SIDE OF THE RESERVOIR, 1 FOOT EAST OF POWER LINE POLE, 15 FEET
 MA0533'SOUTH EAST OF THE CENTERLINE OF STATE ROAD 17092, 30 FEET NORTH
 MA0533'OF THE NORTH EAST CORNER OF A TAR PAPER BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0271 ***********************************************************************
 MA0271  DESIGNATION -  H 239
 MA0271  PID         -  MA0271
 MA0271  STATE/COUNTY-  PA/CLEARFIELD
 MA0271  USGS QUAD   -  LECONTES MILLS (1986)
 MA0271
 MA0271                         *CURRENT SURVEY CONTROL
 MA0271  ___________________________________________________________________
 MA0271* NAD 83(1986)-  41 01 12.     (N)    078 21 17.     (W)     SCALED    
 MA0271* NAVD 88     -       482.954  (meters)    1584.49   (feet)  ADJUSTED  
 MA0271  ___________________________________________________________________
 MA0271  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 MA0271  DYNAMIC HT  -         482.713 (meters)    1583.70  (feet)  COMP
 MA0271  MODELED GRAV-     980,109.0   (mgal)                       NAVD 88
 MA0271
 MA0271  VERT ORDER  -  SECOND    CLASS 0
 MA0271
 MA0271.The horizontal coordinates were scaled from a topographic map and have
 MA0271.an estimated accuracy of +/- 6 seconds.
 MA0271
 MA0271.The orthometric height was determined by differential leveling
 MA0271.and adjusted by the National Geodetic Survey in June 1991..
 MA0271
 MA0271.The geoid height was determined by GEOID03.
 MA0271
 MA0271.The dynamic height is computed by dividing the NAVD 88
 MA0271.geopotential number by the normal gravity value computed on the
 MA0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0271.degrees latitude (g = 980.6199 gals.).
 MA0271
 MA0271.The modeled gravity was interpolated from observed gravity values.
 MA0271
 MA0271;                    North         East    Units  Estimated Accuracy
 MA0271;SPC PA N     -    94,940.      549,140.      MT  (+/- 180 meters Scaled)
 MA0271
 MA0271                          SUPERSEDED SURVEY CONTROL
 MA0271
 MA0271  NGVD 29 (??/??/92)  483.100  (m)         1584.97   (f) ADJ UNCH    2 0
 MA0271
 MA0271.Superseded values are not recommended for survey control.
 MA0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0271.See file dsdata.txt to determine how the superseded data were derived.
 MA0271
 MA0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF224443(NAD 83)
 MA0271_MARKER: DB = BENCH MARK DISK
 MA0271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0271_SP_SET: CULVERT
 MA0271_STAMPING: H 239 1959
 MA0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0271
 MA0271  HISTORY     - Date     Condition        Report By
 MA0271  HISTORY     - 1959     MONUMENTED       CGS
 MA0271
 MA0271                          STATION DESCRIPTION
 MA0271
 MA0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA0271'6.2 MI E FROM CLEARFIELD.
 MA0271'4 MILE SOUTHEAST ALONG U.S. HIGHWAY 322 FROM THE POST OFFICE AT
 MA0271'CLEARFIELD, THENCE 2.2 MILE EAST ALONG COUNTY ROAD 17053, SET
 MA0271'IN TOP CENTER OF THE HEADWALL OF A 2 FOOT CULVERT WITH WINGWALL,
 MA0271'95 FEET SOUTHWEST OF THE JUNCTION OF CENTERLINES OF GRAVEL ROAD
 MA0271'AND BLACKTOP ROAD, 52 FEET SOUTHWEST OF THE CENTERLINE OF A GRAVEL
 MA0271'ROAD SOUTH, 19 FEET SOUTHEAST OF THE CENTERLINE OF THE COUNTY ROAD
 MA0271'AND ABOUT LEVEL WITH THE BLACKTOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0718 ***********************************************************************
 KX0718  DESIGNATION -  H 24
 KX0718  PID         -  KX0718
 KX0718  STATE/COUNTY-  PA/CAMBRIA
 KX0718  USGS QUAD   -  CARROLLTOWN (1972)
 KX0718
 KX0718                         *CURRENT SURVEY CONTROL
 KX0718  ___________________________________________________________________
 KX0718* NAD 83(1986)-  40 33 22.     (N)    078 40 12.     (W)     SCALED    
 KX0718* NAVD 88     -       543.944  (meters)    1784.59   (feet)  ADJUSTED  
 KX0718  ___________________________________________________________________
 KX0718  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KX0718  DYNAMIC HT  -         543.641 (meters)    1783.60  (feet)  COMP
 KX0718  MODELED GRAV-     980,051.0   (mgal)                       NAVD 88
 KX0718
 KX0718  VERT ORDER  -  SECOND    CLASS 0
 KX0718
 KX0718.The horizontal coordinates were scaled from a topographic map and have
 KX0718.an estimated accuracy of +/- 6 seconds.
 KX0718
 KX0718.The orthometric height was determined by differential leveling
 KX0718.and adjusted by the National Geodetic Survey in June 1991..
 KX0718
 KX0718.The geoid height was determined by GEOID03.
 KX0718
 KX0718.The dynamic height is computed by dividing the NAVD 88
 KX0718.geopotential number by the normal gravity value computed on the
 KX0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0718.degrees latitude (g = 980.6199 gals.).
 KX0718
 KX0718.The modeled gravity was interpolated from observed gravity values.
 KX0718
 KX0718;                    North         East    Units  Estimated Accuracy
 KX0718;SPC PA S     -   136,180.      522,080.      MT  (+/- 180 meters Scaled)
 KX0718
 KX0718                          SUPERSEDED SURVEY CONTROL
 KX0718
 KX0718  NGVD 29 (??/??/92)  544.051  (m)         1784.94   (f) ADJ UNCH    2 0
 KX0718
 KX0718.Superseded values are not recommended for survey control.
 KX0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0718.See file dsdata.txt to determine how the superseded data were derived.
 KX0718
 KX0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE972920(NAD 83)
 KX0718_MARKER: DB = BENCH MARK DISK
 KX0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0718_STAMPING: H 24 1934
 KX0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0718+STABILITY: SURFACE MOTION
 KX0718
 KX0718  HISTORY     - Date     Condition        Report By
 KX0718  HISTORY     - 1934     MONUMENTED       CGS
 KX0718  HISTORY     - 1960     MARK NOT FOUND   USGS
 KX0718
 KX0718                          STATION DESCRIPTION
 KX0718
 KX0718'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 KX0718'6.5 MI S FROM PATTON.
 KX0718'6.5 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM PATTON,
 KX0718'CAMBRIA COUNTY, 360 FEET NORTH OF MILEPOST 12, AT A BRICK ROAD
 KX0718'CROSSING, 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 50 FEET
 KX0718'WEST OF THE WEST RAIL, AND ABOUT LEVEL WITH THE TOP OF THE RAIL.
 KX0718'A STANDARD DISK, STAMPED H 24 1934 AND SET IN THE TOP OF A
 KX0718'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0210 ***********************************************************************
 KX0210  DESIGNATION -  H 240
 KX0210  PID         -  KX0210
 KX0210  STATE/COUNTY-  PA/CENTRE
 KX0210  USGS QUAD   -  BLACK MOSHANNON (1994)
 KX0210
 KX0210                         *CURRENT SURVEY CONTROL
 KX0210  ___________________________________________________________________
 KX0210* NAD 83(1986)-  40 59 25.     (N)    078 04 50.     (W)     SCALED    
 KX0210* NAVD 88     -       442.545  (meters)    1451.92   (feet)  ADJUSTED  
 KX0210  ___________________________________________________________________
 KX0210  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KX0210  DYNAMIC HT  -         442.323 (meters)    1451.19  (feet)  COMP
 KX0210  MODELED GRAV-     980,109.3   (mgal)                       NAVD 88
 KX0210
 KX0210  VERT ORDER  -  SECOND    CLASS 0
 KX0210
 KX0210.The horizontal coordinates were scaled from a topographic map and have
 KX0210.an estimated accuracy of +/- 6 seconds.
 KX0210
 KX0210.The orthometric height was determined by differential leveling
 KX0210.and adjusted by the National Geodetic Survey in June 1991..
 KX0210
 KX0210.The geoid height was determined by GEOID03.
 KX0210
 KX0210.The dynamic height is computed by dividing the NAVD 88
 KX0210.geopotential number by the normal gravity value computed on the
 KX0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0210.degrees latitude (g = 980.6199 gals.).
 KX0210
 KX0210.The modeled gravity was interpolated from observed gravity values.
 KX0210
 KX0210;                    North         East    Units  Estimated Accuracy
 KX0210;SPC PA N     -    91,520.      572,190.      MT  (+/- 180 meters Scaled)
 KX0210
 KX0210                          SUPERSEDED SURVEY CONTROL
 KX0210
 KX0210  NGVD 29 (??/??/92)  442.700  (m)         1452.42   (f) ADJ UNCH    2 0
 KX0210
 KX0210.Superseded values are not recommended for survey control.
 KX0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0210.See file dsdata.txt to determine how the superseded data were derived.
 KX0210
 KX0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF455417(NAD 83)
 KX0210_MARKER: DB = BENCH MARK DISK
 KX0210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0210_SP_SET: SIGNAL BASE
 KX0210_STAMPING: H 240 1959
 KX0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX0210+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1998
 KX0210
 KX0210  HISTORY     - Date     Condition        Report By
 KX0210  HISTORY     - 1959     MONUMENTED       CGS
 KX0210  HISTORY     - 19981001 GOOD             PADT
 KX0210
 KX0210                          STATION DESCRIPTION
 KX0210
 KX0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KX0210'3.5 MI SE FROM GRASS FLAT.
 KX0210'3.5 MILE SOUTH EAST ALONG DIRT ROADS TO THE RAILROAD CROSSING
 KX0210'FROM THE POST OFFICE AT GRASS FLAT, SET IN THE TOP CENTER OF
 KX0210'AN ABANDONED SIGNAL BASE, 30 FEET NORTH OF THE JUNCTION OF THE
 KX0210'ROAD AND RAILROAD, 24 FEET NORTH EAST OF THE CENTERLINE OF THE
 KX0210'ROAD, 15 FEET WEST OF THE WEST RAIL, 1 FOOT BELOW THE LEVEL OF
 KX0210'THE TRACK, ABOUT LEVEL WITH THE GROUND.
 KX0210
 KX0210                          STATION RECOVERY (1998)
 KX0210
 KX0210'RECOVERY NOTE BY PA DEPT OF TRANSP 1998 (SMM)
 KX0210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1702 ***********************************************************************
 MA1702  DESIGNATION -  H 241
 MA1702  PID         -  MA1702
 MA1702  STATE/COUNTY-  PA/CLEARFIELD
 MA1702  USGS QUAD   -  LECONTES MILLS (1986)
 MA1702
 MA1702                         *CURRENT SURVEY CONTROL
 MA1702  ___________________________________________________________________
 MA1702* NAD 83(1986)-  41 00 00.     (N)    078 15 11.     (W)     SCALED    
 MA1702* NAVD 88     -       498.090  (meters)    1634.15   (feet)  ADJUSTED  
 MA1702  ___________________________________________________________________
 MA1702  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 MA1702  DYNAMIC HT  -         497.842 (meters)    1633.34  (feet)  COMP
 MA1702  MODELED GRAV-     980,110.7   (mgal)                       NAVD 88
 MA1702
 MA1702  VERT ORDER  -  SECOND    CLASS 0
 MA1702
 MA1702.The horizontal coordinates were scaled from a topographic map and have
 MA1702.an estimated accuracy of +/- 6 seconds.
 MA1702
 MA1702.The orthometric height was determined by differential leveling
 MA1702.and adjusted by the National Geodetic Survey in June 1991..
 MA1702
 MA1702.The geoid height was determined by GEOID03.
 MA1702
 MA1702.The dynamic height is computed by dividing the NAVD 88
 MA1702.geopotential number by the normal gravity value computed on the
 MA1702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1702.degrees latitude (g = 980.6199 gals.).
 MA1702
 MA1702.The modeled gravity was interpolated from observed gravity values.
 MA1702
 MA1702;                    North         East    Units  Estimated Accuracy
 MA1702;SPC PA N     -    92,670.      557,680.      MT  (+/- 180 meters Scaled)
 MA1702
 MA1702                          SUPERSEDED SURVEY CONTROL
 MA1702
 MA1702  NGVD 29 (??/??/92)  498.241  (m)         1634.65   (f) ADJ UNCH    2 0
 MA1702
 MA1702.Superseded values are not recommended for survey control.
 MA1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1702.See file dsdata.txt to determine how the superseded data were derived.
 MA1702
 MA1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF310423(NAD 83)
 MA1702_MARKER: DB = BENCH MARK DISK
 MA1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1702_STAMPING: H 241 1959
 MA1702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1702+STABILITY: SURFACE MOTION
 MA1702
 MA1702  HISTORY     - Date     Condition        Report By
 MA1702  HISTORY     - 1959     MONUMENTED       CGS
 MA1702
 MA1702                          STATION DESCRIPTION
 MA1702
 MA1702'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA1702'6 MI W FROM KYLERTOWN.
 MA1702'3.9 MILE WEST ALONG STATE HY. 153 FROM KYLERTOWN THENCE 1.1
 MA1702'MILE NORTH ON BLACKTOP ROAD THENCE 1.05 MILE WEST ON COUNTY ROAD,
 MA1702'15 FEET SOUTH WEST OF THE CENTERLINE OF THE ROAD, 36 FEET WEST
 MA1702'OF THE CENTERLINE OF JUNCTION OF ROAD AND WOODS ROAD NORTH, 9 FEET
 MA1702'WEST OF A 7 INCH HEMLOCK TREE, 14 FEET WEST-NORTH WEST OF AN
 MA1702'18 INCH OAK TREE, PROJECTING ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0984 ***********************************************************************
 LZ0984  DESIGNATION -  H 242
 LZ0984  PID         -  LZ0984
 LZ0984  STATE/COUNTY-  PA/CLINTON
 LZ0984  USGS QUAD   -  LOGANTON (1983)
 LZ0984
 LZ0984                         *CURRENT SURVEY CONTROL
 LZ0984  ___________________________________________________________________
 LZ0984* NAD 83(1986)-  41 02 31.     (N)    077 15 17.     (W)     SCALED    
 LZ0984* NAVD 88     -       398.045  (meters)    1305.92   (feet)  ADJUSTED  
 LZ0984  ___________________________________________________________________
 LZ0984  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 LZ0984  DYNAMIC HT  -         397.852 (meters)    1305.29  (feet)  COMP
 LZ0984  MODELED GRAV-     980,127.9   (mgal)                       NAVD 88
 LZ0984
 LZ0984  VERT ORDER  -  SECOND    CLASS 0
 LZ0984
 LZ0984.The horizontal coordinates were scaled from a topographic map and have
 LZ0984.an estimated accuracy of +/- 6 seconds.
 LZ0984
 LZ0984.The orthometric height was determined by differential leveling
 LZ0984.and adjusted by the National Geodetic Survey in June 1991..
 LZ0984
 LZ0984.The geoid height was determined by GEOID03.
 LZ0984
 LZ0984.The dynamic height is computed by dividing the NAVD 88
 LZ0984.geopotential number by the normal gravity value computed on the
 LZ0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0984.degrees latitude (g = 980.6199 gals.).
 LZ0984
 LZ0984.The modeled gravity was interpolated from observed gravity values.
 LZ0984
 LZ0984;                    North         East    Units  Estimated Accuracy
 LZ0984;SPC PA N     -    97,320.      641,640.      MT  (+/- 180 meters Scaled)
 LZ0984
 LZ0984                          SUPERSEDED SURVEY CONTROL
 LZ0984
 LZ0984  NGVD 29 (??/??/92)  398.236  (m)         1306.55   (f) ADJ UNCH    2 0
 LZ0984
 LZ0984.Superseded values are not recommended for survey control.
 LZ0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0984.See file dsdata.txt to determine how the superseded data were derived.
 LZ0984
 LZ0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL104458(NAD 83)
 LZ0984_MARKER: DB = BENCH MARK DISK
 LZ0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0984_STAMPING: H 242 1960
 LZ0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0984+STABILITY: SURFACE MOTION
 LZ0984
 LZ0984  HISTORY     - Date     Condition        Report By
 LZ0984  HISTORY     - 1960     MONUMENTED       CGS
 LZ0984
 LZ0984                          STATION DESCRIPTION
 LZ0984
 LZ0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LZ0984'2.9 MI E FROM LOGANTON.
 LZ0984'2.9 MILES EAST ALONG STATE HIGHWAY 880 FROM THE ALBRIGHT
 LZ0984'EVANGELICAL UNITED BRETHREN CHURCH AT LOGANTON, 1.0 MILE WEST
 LZ0984'OF BENCH MARK G 242, 45 FEET SOUTHWEST AND ACROSS THE DRIVE FROM
 LZ0984'THE SOUTHWEST CORNER OF A TWO-STORY FRAME HOUSE, 15 FEET NORTH
 LZ0984'OF THE CENTERLINE OF THE HIGHWAY, 12 FEET WEST OF THE CENTERLINE
 LZ0984'OF A DRIVE ON THE WEST SIDE OF THE HOUSE, 5 FEET SOUTHWEST OF
 LZ0984'POLE NO. J-2255, 4 FEET SOUTH OF AN EAST-AND-WEST FENCE LINE,
 LZ0984'AND 1 FOOT BELOW THE LEVEL OF THE ROAD.  A COAST AND GEODETIC
 LZ0984'SURVEY BENCH-MARK DISK, STAMPED H 242 1960 AND SET IN THE TOP
 LZ0984'OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2424 ***********************************************************************
 KW2424  DESIGNATION -  H 243
 KW2424  PID         -  KW2424
 KW2424  STATE/COUNTY-  PA/CENTRE
 KW2424  USGS QUAD   -  MINGOVILLE (1983)
 KW2424
 KW2424                         *CURRENT SURVEY CONTROL
 KW2424  ___________________________________________________________________
 KW2424* NAD 83(1986)-  40 58 39.     (N)    077 37 34.     (W)     SCALED    
 KW2424* NAVD 88     -       332.170  (meters)    1089.79   (feet)  ADJUSTED  
 KW2424  ___________________________________________________________________
 KW2424  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KW2424  DYNAMIC HT  -         332.014 (meters)    1089.28  (feet)  COMP
 KW2424  MODELED GRAV-     980,145.1   (mgal)                       NAVD 88
 KW2424
 KW2424  VERT ORDER  -  SECOND    CLASS 0
 KW2424
 KW2424.The horizontal coordinates were scaled from a topographic map and have
 KW2424.an estimated accuracy of +/- 6 seconds.
 KW2424
 KW2424.The orthometric height was determined by differential leveling
 KW2424.and adjusted by the National Geodetic Survey in June 1991..
 KW2424
 KW2424.The geoid height was determined by GEOID03.
 KW2424
 KW2424.The dynamic height is computed by dividing the NAVD 88
 KW2424.geopotential number by the normal gravity value computed on the
 KW2424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2424.degrees latitude (g = 980.6199 gals.).
 KW2424
 KW2424.The modeled gravity was interpolated from observed gravity values.
 KW2424
 KW2424;                    North         East    Units  Estimated Accuracy
 KW2424;SPC PA N     -    90,050.      610,430.      MT  (+/- 180 meters Scaled)
 KW2424
 KW2424                          SUPERSEDED SURVEY CONTROL
 KW2424
 KW2424  NGVD 29 (??/??/??)  332.370  (m)         1090.45   (f) ADJUSTED    2 0
 KW2424
 KW2424.Superseded values are not recommended for survey control.
 KW2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2424.See file dsdata.txt to determine how the superseded data were derived.
 KW2424
 KW2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL790395(NAD 83)
 KW2424_MARKER: DB = BENCH MARK DISK
 KW2424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2424_STAMPING: H 243 1960
 KW2424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2424+STABILITY: SURFACE MOTION
 KW2424
 KW2424  HISTORY     - Date     Condition        Report By
 KW2424  HISTORY     - 1960     MONUMENTED       CGS
 KW2424  HISTORY     - 19991101 GOOD             PADT
 KW2424
 KW2424                          STATION DESCRIPTION
 KW2424
 KW2424'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2424'1.8 MI N FROM HUBLERSBURG.
 KW2424'1.8 MILES NORTH ALONG STATE HIGHWAY 445 FROM THE HUBLERSBURG
 KW2424'ELEMENTARY SCHOOL AT HUBLERSBURG, 91 FEET SOUTHEAST OF A TELEPHONE
 KW2424'POLE, 90 FEET NORTH OF TELEPHONE POLE NO. 22, 26 FEET EAST
 KW2424'OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET ABOVE THE LEVEL
 KW2424'OF THE HIGHWAY.  A COAST AND GEODETIC BENCH-MARK DISK, STAMPED
 KW2424'H 243 1960 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KW2424'2 INCHES.  NOTE-- THIS BENCH MARK IS 0.7 MILE NORTH OF BENCH
 KW2424'MARK G 243.
 KW2424
 KW2424                          STATION RECOVERY (1999)
 KW2424
 KW2424'RECOVERY NOTE BY PA DEPT OF TRANSP 1999
 KW2424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1007 ***********************************************************************
 LZ1007  DESIGNATION -  H 244
 LZ1007  PID         -  LZ1007
 LZ1007  STATE/COUNTY-  PA/CLINTON
 LZ1007  USGS QUAD   -  CARROLL (1973)
 LZ1007
 LZ1007                         *CURRENT SURVEY CONTROL
 LZ1007  ___________________________________________________________________
 LZ1007* NAD 83(1986)-  41 07 21.     (N)    077 14 11.     (W)     SCALED    
 LZ1007* NAVD 88     -       270.868  (meters)     888.67   (feet)  ADJUSTED  
 LZ1007  ___________________________________________________________________
 LZ1007  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 LZ1007  DYNAMIC HT  -         270.744 (meters)     888.27  (feet)  COMP
 LZ1007  MODELED GRAV-     980,159.9   (mgal)                       NAVD 88
 LZ1007
 LZ1007  VERT ORDER  -  SECOND    CLASS 0
 LZ1007
 LZ1007.The horizontal coordinates were scaled from a topographic map and have
 LZ1007.an estimated accuracy of +/- 6 seconds.
 LZ1007
 LZ1007.The orthometric height was determined by differential leveling
 LZ1007.and adjusted by the National Geodetic Survey in June 1991..
 LZ1007
 LZ1007.The geoid height was determined by GEOID03.
 LZ1007
 LZ1007.The dynamic height is computed by dividing the NAVD 88
 LZ1007.geopotential number by the normal gravity value computed on the
 LZ1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1007.degrees latitude (g = 980.6199 gals.).
 LZ1007
 LZ1007.The modeled gravity was interpolated from observed gravity values.
 LZ1007
 LZ1007;                    North         East    Units  Estimated Accuracy
 LZ1007;SPC PA N     -   106,280.      643,130.      MT  (+/- 180 meters Scaled)
 LZ1007
 LZ1007                          SUPERSEDED SURVEY CONTROL
 LZ1007
 LZ1007  NGVD 29 (??/??/92)  271.070  (m)          889.34   (f) ADJ UNCH    2 0
 LZ1007
 LZ1007.Superseded values are not recommended for survey control.
 LZ1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1007.See file dsdata.txt to determine how the superseded data were derived.
 LZ1007
 LZ1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL122547(NAD 83)
 LZ1007_MARKER: DB = BENCH MARK DISK
 LZ1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1007_STAMPING: H 244 1960
 LZ1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1007+STABILITY: SURFACE MOTION
 LZ1007
 LZ1007  HISTORY     - Date     Condition        Report By
 LZ1007  HISTORY     - 1960     MONUMENTED       CGS
 LZ1007
 LZ1007                          STATION DESCRIPTION
 LZ1007
 LZ1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LZ1007'5.6 MI SW FROM ANTES FORT.
 LZ1007'ABOUT 0.4 MILE SOUTHWEST ALONG A BLACKTOP ROAD FROM THE DEPOT AT
 LZ1007'ANTES FORT, THENCE 2.05 MILE SOUTHEAST ALONG STATE HIGHWAYS
 LZ1007'880 AND 44, THENCE 3.2 MILE SOUTHWEST ALONG STATE HIGHWAY 880,
 LZ1007'-IN RAUNCHTOWN-, 77 FEET NORTHEAST OF POWER POLE NO J 2053,
 LZ1007'57 FEET SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 880 AND
 LZ1007'COUNTY ROAD 18019, 47 FEET NORTH OF TEL POLE 242, 18 FEET EAST OF
 LZ1007'THE CENTERLINE OF STATE HIGHWAY 880 AND ABOUT LEVEL WITH THE
 LZ1007'HIGHWAY SET IN TOP A CONCRETE POST, ALSO ABOUT 0.85 MILE SOUTH
 LZ1007'OF THE COUNTY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0435 ***********************************************************************
 MB0435  DESIGNATION -  H 245
 MB0435  PID         -  MB0435
 MB0435  STATE/COUNTY-  PA/MERCER
 MB0435  USGS QUAD   -  HADLEY (1977)
 MB0435
 MB0435                         *CURRENT SURVEY CONTROL
 MB0435  ___________________________________________________________________
 MB0435* NAD 83(1986)-  41 23 21.     (N)    080 09 53.     (W)     SCALED    
 MB0435* NAVD 88     -       397.418  (meters)    1303.86   (feet)  ADJUSTED  
 MB0435  ___________________________________________________________________
 MB0435  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MB0435  DYNAMIC HT  -         397.246 (meters)    1303.30  (feet)  COMP
 MB0435  MODELED GRAV-     980,179.1   (mgal)                       NAVD 88
 MB0435
 MB0435  VERT ORDER  -  SECOND    CLASS 0
 MB0435
 MB0435.The horizontal coordinates were scaled from a topographic map and have
 MB0435.an estimated accuracy of +/- 6 seconds.
 MB0435
 MB0435.The orthometric height was determined by differential leveling
 MB0435.and adjusted by the National Geodetic Survey in June 1991..
 MB0435
 MB0435.The geoid height was determined by GEOID03.
 MB0435
 MB0435.The dynamic height is computed by dividing the NAVD 88
 MB0435.geopotential number by the normal gravity value computed on the
 MB0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0435.degrees latitude (g = 980.6199 gals.).
 MB0435
 MB0435.The modeled gravity was interpolated from observed gravity values.
 MB0435
 MB0435;                    North         East    Units  Estimated Accuracy
 MB0435;SPC PA N     -   138,580.      398,070.      MT  (+/- 180 meters Scaled)
 MB0435
 MB0435                          SUPERSEDED SURVEY CONTROL
 MB0435
 MB0435  NGVD 29 (??/??/92)  397.576  (m)         1304.38   (f) ADJ UNCH    2 0
 MB0435
 MB0435.Superseded values are not recommended for survey control.
 MB0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0435.See file dsdata.txt to determine how the superseded data were derived.
 MB0435
 MB0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF698822(NAD 83)
 MB0435_MARKER: DB = BENCH MARK DISK
 MB0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0435_STAMPING: H 245 1960
 MB0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0435+STABILITY: SURFACE MOTION
 MB0435
 MB0435  HISTORY     - Date     Condition        Report By
 MB0435  HISTORY     - 1960     MONUMENTED       CGS
 MB0435
 MB0435                          STATION DESCRIPTION
 MB0435
 MB0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MB0435'1.1 MI E FROM CLARKS MILLS.
 MB0435'ABOUT 1.1 MILE EAST ALONG ALT. 322 FROM THE POST OFFICE IN
 MB0435'CLARKS MILLS, BM IS ABOUT 100 YARDS NORTH WEST OF A CHURCH,
 MB0435'STANDARD BENCH MARK DISK SET IN TOP OF CONCRETE POST, ALSO-- 1.95
 MB0435'MILE WEST ON HY. 19 AND 322 FROM THE STATE HY. BUILDING IN THE
 MB0435'SOUTHWEST SECTION OF MEADVILLE (CRAWFORD COUNTY) TO THE
 MB0435'JUNCTION OF HY. 19 AND 322 THENCE 10.3 MILE SOUTH ON HY. 19
 MB0435'TO THE JUNCTION OF HY. 285 AT THE CRAWFORD-MERCER COUNTY LINE
 MB0435'THENCE 4.75 MILE SOUTH EAST ON STATE HY. 285 TO JUNCTION OF
 MB0435'285 AND COUNTY ROAD 43069 THENCE 2.7 MILE SOUTH WEST ON COUNTY
 MB0435'ROAD 43069 TO THE JUNCTION OF 43069 AND 43086 THENCE 1.15 MILE
 MB0435'EAST ON COUNTY ROAD 43086 TO THE JUNCTION OF 43086 AND US. 322
 MB0435'ALT. AND BM., 18 FEET WEST OF THE CENTERLINE OF COUNTY ROAD 43086,
 MB0435'22 FEET EAST OF THE CENTERLINE OF U.S. 322, 118 FEET NORTH OF
 MB0435'CENTERLINE OF THE JUNCTION OF 43086 AND 322, 418 FEET NORTH OF
 MB0435'THE CHURCH OF CHRIST.  NOTE-- THE 118 FEET WAS TAPED FROM A
 MB0435'BRONZE DISK IN THE CENTER OF U.S. 322.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1949 ***********************************************************************
 KW1949  DESIGNATION -  H 246
 KW1949  PID         -  KW1949
 KW1949  STATE/COUNTY-  PA/CUMBERLAND
 KW1949  USGS QUAD   -  WERTZVILLE (1987)
 KW1949
 KW1949                         *CURRENT SURVEY CONTROL
 KW1949  ___________________________________________________________________
 KW1949* NAD 83(1986)-  40 15 39.     (N)    077 04 47.     (W)     SCALED    
 KW1949* NAVD 88     -       121.822  (meters)     399.68   (feet)  ADJUSTED  
 KW1949  ___________________________________________________________________
 KW1949  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 KW1949  DYNAMIC HT  -         121.761 (meters)     399.48  (feet)  COMP
 KW1949  MODELED GRAV-     980,124.2   (mgal)                       NAVD 88
 KW1949
 KW1949  VERT ORDER  -  SECOND    CLASS 0
 KW1949
 KW1949.The horizontal coordinates were scaled from a topographic map and have
 KW1949.an estimated accuracy of +/- 6 seconds.
 KW1949
 KW1949.The orthometric height was determined by differential leveling
 KW1949.and adjusted by the National Geodetic Survey in June 1991..
 KW1949
 KW1949.The geoid height was determined by GEOID03.
 KW1949
 KW1949.The dynamic height is computed by dividing the NAVD 88
 KW1949.geopotential number by the normal gravity value computed on the
 KW1949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1949.degrees latitude (g = 980.6199 gals.).
 KW1949
 KW1949.The modeled gravity was interpolated from observed gravity values.
 KW1949
 KW1949;                    North         East    Units  Estimated Accuracy
 KW1949;SPC PA S     -   103,200.      657,020.      MT  (+/- 180 meters Scaled)
 KW1949
 KW1949                          SUPERSEDED SURVEY CONTROL
 KW1949
 KW1949  NGVD 29 (??/??/??)  122.035  (m)          400.38   (f) ADJUSTED    2 0
 KW1949
 KW1949.Superseded values are not recommended for survey control.
 KW1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1949.See file dsdata.txt to determine how the superseded data were derived.
 KW1949
 KW1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK231587(NAD 83)
 KW1949_MARKER: DB = BENCH MARK DISK
 KW1949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1949_STAMPING: H 246 1960
 KW1949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1949+STABILITY: SURFACE MOTION
 KW1949
 KW1949  HISTORY     - Date     Condition        Report By
 KW1949  HISTORY     - 1960     MONUMENTED       CGS
 KW1949  HISTORY     - 20060805 MARK NOT FOUND   GEOCAC
 KW1949
 KW1949                          STATION DESCRIPTION
 KW1949
 KW1949'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1949'2.3 MI NE FROM NEW KINGSTOWN.
 KW1949'ABOUT 0.4 MILE EAST ALONG U.S. HIGHWAY 11 FROM THE EVANGELICAL
 KW1949'CHURCH AT NEW KINGSTOWN, THENCE 0.4 MILE NORTH ALONG AN ASPHALT
 KW1949'ROAD, THENCE 1.5 MILES NORTHEAST ALONG AN ASPHALT ROAD, 0.1 MILE
 KW1949'NORTH OF THE COVERED BRIDGE OVER THE CONODOGUINET CREEK, 16 FEET
 KW1949'WEST OF THE CENTER LINE OF THE ROAD, 42 FEET SOUTH OF TELEPHONE
 KW1949'POLE NO. 37, 8 1/2 FEET EAST OF A TELEPHONE POLE, 60 FEET NORTH
 KW1949'OF THE WEST END OF AN 18-INCH PIPE CULVERT UNDER THE ROAD, 1 FOOT
 KW1949'EAST OF A FENCE LINE, 3.3 FEET NORTH OF A METAL WITNESS POST, 1
 KW1949'FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 KW1949'POST PROJECTING 3 INCHES ABOVE THE GROUND.
 KW1949
 KW1949                          STATION RECOVERY (2006)
 KW1949
 KW1949'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW1949'ROADWAY HAS BEEN WIDENED. H 246 RESET FOUND ON TOP OF PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1224 ***********************************************************************
 KW1224  DESIGNATION -  H 247
 KW1224  PID         -  KW1224
 KW1224  STATE/COUNTY-  PA/DAUPHIN
 KW1224  USGS QUAD   -  HARRISBURG EAST (1987)
 KW1224
 KW1224                         *CURRENT SURVEY CONTROL
 KW1224  ___________________________________________________________________
 KW1224* NAD 83(1986)-  40 18 00.     (N)    076 51 39.     (W)     SCALED    
 KW1224* NAVD 88     -       128.254  (meters)     420.78   (feet)  ADJUSTED  
 KW1224  ___________________________________________________________________
 KW1224  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 KW1224  DYNAMIC HT  -         128.190 (meters)     420.57  (feet)  COMP
 KW1224  MODELED GRAV-     980,124.6   (mgal)                       NAVD 88
 KW1224
 KW1224  VERT ORDER  -  SECOND    CLASS 0
 KW1224
 KW1224.The horizontal coordinates were scaled from a topographic map and have
 KW1224.an estimated accuracy of +/- 6 seconds.
 KW1224
 KW1224.The orthometric height was determined by differential leveling
 KW1224.and adjusted by the National Geodetic Survey in June 1991..
 KW1224
 KW1224.The geoid height was determined by GEOID03.
 KW1224
 KW1224.The dynamic height is computed by dividing the NAVD 88
 KW1224.geopotential number by the normal gravity value computed on the
 KW1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1224.degrees latitude (g = 980.6199 gals.).
 KW1224
 KW1224.The modeled gravity was interpolated from observed gravity values.
 KW1224
 KW1224;                    North         East    Units  Estimated Accuracy
 KW1224;SPC PA S     -   107,710.      675,590.      MT  (+/- 180 meters Scaled)
 KW1224
 KW1224                          SUPERSEDED SURVEY CONTROL
 KW1224
 KW1224  NGVD 29 (??/??/??)  128.468  (m)          421.48   (f) ADJUSTED    2 0
 KW1224
 KW1224.Superseded values are not recommended for survey control.
 KW1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1224.See file dsdata.txt to determine how the superseded data were derived.
 KW1224
 KW1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK418627(NAD 83)
 KW1224_MARKER: DB = BENCH MARK DISK
 KW1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1224_STAMPING: H 247 1960
 KW1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1224+STABILITY: SURFACE MOTION
 KW1224
 KW1224  HISTORY     - Date     Condition        Report By
 KW1224  HISTORY     - 1960     MONUMENTED       CGS
 KW1224  HISTORY     - 19950618 MARK NOT FOUND   USPSQD
 KW1224  HISTORY     - 20010108 MARK NOT FOUND   PADT
 KW1224  HISTORY     - 20050618 MARK NOT FOUND   GEOCAC
 KW1224
 KW1224                          STATION DESCRIPTION
 KW1224
 KW1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1224'2.6 MI NW FROM SHOOP.
 KW1224'ABOUT 0.3 MILE NORTH ALONG A CONNECTING ROAD (UNDER CONSTRUCTION
 KW1224'IN 1960) FROM THE INTERSECTION OF U.S. HIGHWAY 22, U.S. HIGHWAY
 KW1224'230 (BY-PASS) AND THE SHOOPS LUTHERAN CHURCH, THENCE 1.9 MILES
 KW1224'WEST ALONG ELMERTON AVENUE, THENCE 0.45 MILE NORTHEAST ALONG
 KW1224'KOHN ROAD, ALONG THE SOUTH BANK OF A SMALL CREEK, 18 FEET
 KW1224'SOUTH OF THE CENTER LINE OF KOHN ROAD, 16.6 FEET SOUTHWEST OF THE
 KW1224'SOUTHWEST END OF THE SOUTH CONCRETE WALL OF A 48-INCH PIPE
 KW1224'CULVERT FOR A SMALL CREEK, 3 FEET EAST OF A METAL WITNESS POST,
 KW1224'3 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 KW1224'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 KW1224'GROUND.
 KW1224
 KW1224                          STATION RECOVERY (1995)
 KW1224
 KW1224'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW1224'MARK NOT FOUND.
 KW1224
 KW1224                          STATION RECOVERY (2001)
 KW1224
 KW1224'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (SMM)
 KW1224'MARK NOT FOUND.
 KW1224
 KW1224                          STATION RECOVERY (2005)
 KW1224
 KW1224'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW1224'ROAD HAS BEEN MOVED AND BUILT UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1320 ***********************************************************************
 KW1320  DESIGNATION -  H 248
 KW1320  PID         -  KW1320
 KW1320  STATE/COUNTY-  PA/DAUPHIN
 KW1320  USGS QUAD   -  HERSHEY (1990)
 KW1320
 KW1320                         *CURRENT SURVEY CONTROL
 KW1320  ___________________________________________________________________
 KW1320* NAD 83(1986)-  40 22 19.     (N)    076 43 27.     (W)     SCALED    
 KW1320* NAVD 88     -       150.727  (meters)     494.51   (feet)  ADJUSTED  
 KW1320  ___________________________________________________________________
 KW1320  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 KW1320  DYNAMIC HT  -         150.651 (meters)     494.26  (feet)  COMP
 KW1320  MODELED GRAV-     980,113.4   (mgal)                       NAVD 88
 KW1320
 KW1320  VERT ORDER  -  SECOND    CLASS 0
 KW1320
 KW1320.The horizontal coordinates were scaled from a topographic map and have
 KW1320.an estimated accuracy of +/- 6 seconds.
 KW1320
 KW1320.The orthometric height was determined by differential leveling
 KW1320.and adjusted by the National Geodetic Survey in June 1991..
 KW1320
 KW1320.The geoid height was determined by GEOID03.
 KW1320
 KW1320.The dynamic height is computed by dividing the NAVD 88
 KW1320.geopotential number by the normal gravity value computed on the
 KW1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1320.degrees latitude (g = 980.6199 gals.).
 KW1320
 KW1320.The modeled gravity was interpolated from observed gravity values.
 KW1320
 KW1320;                    North         East    Units  Estimated Accuracy
 KW1320;SPC PA S     -   115,830.      687,120.      MT  (+/- 180 meters Scaled)
 KW1320
 KW1320                          SUPERSEDED SURVEY CONTROL
 KW1320
 KW1320  NGVD 29 (??/??/??)  150.936  (m)          495.20   (f) ADJUSTED    2 0
 KW1320
 KW1320.Superseded values are not recommended for survey control.
 KW1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1320.See file dsdata.txt to determine how the superseded data were derived.
 KW1320
 KW1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK536704(NAD 83)
 KW1320_MARKER: DB = BENCH MARK DISK
 KW1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1320_STAMPING: H 248 1960
 KW1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1320+STABILITY: SURFACE MOTION
 KW1320
 KW1320  HISTORY     - Date     Condition        Report By
 KW1320  HISTORY     - 1960     MONUMENTED       CGS
 KW1320  HISTORY     - 19950618 GOOD             USPSQD
 KW1320
 KW1320                          STATION DESCRIPTION
 KW1320
 KW1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1320'2.2 MI SW FROM MANADA GAP.
 KW1320'ABOUT 1.5 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE JUNCTION
 KW1320'OF STATE HIGHWAY 443 AT MANADA GAP, THENCE 0.65 MILE WEST ALONG
 KW1320'AN ASPHALT ROAD, ABOUT 0.35 MILE EAST OF THE CROSSING OF A
 KW1320'NORTH-SOUTH ASPHALT ROAD, NEAR THE JUNCTION OF A FARM ROAD LEADING
 KW1320'NORTH, 34 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION, 20
 KW1320'FEET SOUTH OF THE CENTER LINE OF THE ASPHALT ROAD, 4 FEET EAST OF
 KW1320'A NORTH-SOUTH FENCE LINE, 2 1/2 FEET NORTHEAST OF POWER LINE POLE
 KW1320'NO. 57336, 10 FEET NORTH OF A 6-INCH LOCUST TREE, 2.3 FEET
 KW1320'WEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 KW1320'OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KW1320'2 INCHES ABOVE THE GROUND.
 KW1320
 KW1320                          STATION RECOVERY (1995)
 KW1320
 KW1320'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW1320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0246 ***********************************************************************
 KW0246  DESIGNATION -  H 249
 KW0246  PID         -  KW0246
 KW0246  STATE/COUNTY-  PA/SCHUYLKILL
 KW0246  USGS QUAD   -  PINE GROVE (1977)
 KW0246
 KW0246                         *CURRENT SURVEY CONTROL
 KW0246  ___________________________________________________________________
 KW0246* NAD 83(1986)-  40 33 28.     (N)    076 24 54.     (W)     SCALED    
 KW0246* NAVD 88     -       194.376  (meters)     637.72   (feet)  ADJUSTED  
 KW0246  ___________________________________________________________________
 KW0246  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KW0246  DYNAMIC HT  -         194.281 (meters)     637.40  (feet)  COMP
 KW0246  MODELED GRAV-     980,131.5   (mgal)                       NAVD 88
 KW0246
 KW0246  VERT ORDER  -  SECOND    CLASS 0
 KW0246
 KW0246.The horizontal coordinates were scaled from a topographic map and have
 KW0246.an estimated accuracy of +/- 6 seconds.
 KW0246
 KW0246.The orthometric height was determined by differential leveling
 KW0246.and adjusted by the National Geodetic Survey in June 1991..
 KW0246
 KW0246.The geoid height was determined by GEOID03.
 KW0246
 KW0246.The dynamic height is computed by dividing the NAVD 88
 KW0246.geopotential number by the normal gravity value computed on the
 KW0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0246.degrees latitude (g = 980.6199 gals.).
 KW0246
 KW0246.The modeled gravity was interpolated from observed gravity values.
 KW0246
 KW0246;                    North         East    Units  Estimated Accuracy
 KW0246;SPC PA S     -   136,810.      713,060.      MT  (+/- 180 meters Scaled)
 KW0246
 KW0246                          SUPERSEDED SURVEY CONTROL
 KW0246
 KW0246  NGVD 29 (??/??/??)  194.582  (m)          638.39   (f) ADJUSTED    2 0
 KW0246
 KW0246.Superseded values are not recommended for survey control.
 KW0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0246.See file dsdata.txt to determine how the superseded data were derived.
 KW0246
 KW0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK802906(NAD 83)
 KW0246_MARKER: DB = BENCH MARK DISK
 KW0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0246_STAMPING: H 249 1960
 KW0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0246+STABILITY: SURFACE MOTION
 KW0246
 KW0246  HISTORY     - Date     Condition        Report By
 KW0246  HISTORY     - 1960     MONUMENTED       CGS
 KW0246  HISTORY     - 20060429 GOOD             GEOCAC
 KW0246
 KW0246                          STATION DESCRIPTION
 KW0246
 KW0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0246'1.2 MI NW FROM PINE GROVE.
 KW0246'ABOUT 0.4 MILE NORTH ALONG THE READING RAILWAY FROM ITS CROSSING
 KW0246'OF STATE HIGHWAY 125 IN THE NORTH PART OF THE VILLAGE OF PINE
 KW0246'GROVE, THENCE 0.8 MILE WEST ALONG A GRAVEL ROAD, NEAR THE T
 KW0246'JUNCTION OF A FARM ROAD LEADING NORTH TO A RESIDENCE, 15 FEET
 KW0246'SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 44 FEET SOUTHWEST
 KW0246'OF THE CENTER OF THE ROAD JUNCTION, 4 1/2 FEET WEST OF A 24-INCH
 KW0246'BLACK WALNUT TREE, 3 FEET EAST OF A METAL WITNESS POST, 2 FEET
 KW0246'ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 KW0246'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 KW0246
 KW0246                          STATION RECOVERY (2006)
 KW0246
 KW0246'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0246'MARK IS 38 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF KEEFER RD
 KW0246'AND A DRIVEWAY LEADING NORTH TO A RESIDENCE, 4.5 FEET WEST OF A 36
 KW0246'INCH BLACK WALNUT TREE, 2.5 FEET NORTHWEST OF POLE 36984 S44816 AND
 KW0246'ABOUT AN INCH UNDERGROUND.
 KW0246' 
 KW0246'HH2 N 40 33 28.1 W 076 24 55.1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0260 ***********************************************************************
 KX0260  DESIGNATION -  H 25
 KX0260  PID         -  KX0260
 KX0260  STATE/COUNTY-  PA/BLAIR
 KX0260  USGS QUAD   -  HOLLIDAYSBURG (1981)
 KX0260
 KX0260                         *CURRENT SURVEY CONTROL
 KX0260  ___________________________________________________________________
 KX0260* NAD 83(1986)-  40 29 44.     (N)    078 29 00.     (W)     SCALED    
 KX0260* NAVD 88     -       504.225  (meters)    1654.28   (feet)  ADJUSTED  
 KX0260  ___________________________________________________________________
 KX0260  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KX0260  DYNAMIC HT  -         503.947 (meters)    1653.37  (feet)  COMP
 KX0260  MODELED GRAV-     980,057.7   (mgal)                       NAVD 88
 KX0260
 KX0260  VERT ORDER  -  FIRST     CLASS I
 KX0260
 KX0260.The horizontal coordinates were scaled from a topographic map and have
 KX0260.an estimated accuracy of +/- 6 seconds.
 KX0260
 KX0260.The orthometric height was determined by differential leveling
 KX0260.and adjusted by the National Geodetic Survey in June 1991..
 KX0260
 KX0260.The geoid height was determined by GEOID03.
 KX0260
 KX0260.The dynamic height is computed by dividing the NAVD 88
 KX0260.geopotential number by the normal gravity value computed on the
 KX0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0260.degrees latitude (g = 980.6199 gals.).
 KX0260
 KX0260.The modeled gravity was interpolated from observed gravity values.
 KX0260
 KX0260;                    North         East    Units  Estimated Accuracy
 KX0260;SPC PA S     -   129,310.      537,840.      MT  (+/- 180 meters Scaled)
 KX0260
 KX0260                          SUPERSEDED SURVEY CONTROL
 KX0260
 KX0260  NGVD 29 (??/??/92)  504.367  (m)         1654.74   (f) ADJ UNCH    1 1
 KX0260
 KX0260.Superseded values are not recommended for survey control.
 KX0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0260.See file dsdata.txt to determine how the superseded data were derived.
 KX0260
 KX0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE132858(NAD 83)
 KX0260_MARKER: DB = BENCH MARK DISK
 KX0260_SETTING: 66 = SET IN ROCK OUTCROP
 KX0260_SP_SET: ROCK CUT
 KX0260_STAMPING: H 25 1934
 KX0260_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX0260+STABILITY: POSITION/ELEVATION WELL
 KX0260
 KX0260  HISTORY     - Date     Condition        Report By
 KX0260  HISTORY     - 1934     MONUMENTED       CGS
 KX0260  HISTORY     - 1966     GOOD             NGS
 KX0260
 KX0260                          STATION DESCRIPTION
 KX0260
 KX0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0260'5.8 MI SW FROM ALTOONA.
 KX0260'5.8 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0260'STATION AT ALTOONA, 400 YARDS EAST OF MILEPOST 242, SET
 KX0260'VERTICALLY IN THE NORTHEAST FACE OF A SANDSTONE ROCK, 10 1/2 FEET
 KX0260'SOUTHEAST OF THE NORTHWEST END OF THE ROCK CUT, 13.2 FEET SOUTH
 KX0260'OF THE SOUTH RAIL AND 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0468 ***********************************************************************
 MB0468  DESIGNATION -  H 250
 MB0468  PID         -  MB0468
 MB0468  STATE/COUNTY-  PA/LAWRENCE
 MB0468  USGS QUAD   -  SLIPPERY ROCK (1977)
 MB0468
 MB0468                         *CURRENT SURVEY CONTROL
 MB0468  ___________________________________________________________________
 MB0468* NAD 83(1986)-  41 03 40.     (N)    080 07 25.     (W)     SCALED    
 MB0468* NAVD 88     -       355.080  (meters)    1164.96   (feet)  ADJUSTED  
 MB0468  ___________________________________________________________________
 MB0468  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 MB0468  DYNAMIC HT  -         354.911 (meters)    1164.40  (feet)  COMP
 MB0468  MODELED GRAV-     980,137.0   (mgal)                       NAVD 88
 MB0468
 MB0468  VERT ORDER  -  SECOND    CLASS 0
 MB0468
 MB0468.The horizontal coordinates were scaled from a topographic map and have
 MB0468.an estimated accuracy of +/- 6 seconds.
 MB0468
 MB0468.The orthometric height was determined by differential leveling
 MB0468.and adjusted by the National Geodetic Survey in June 1991..
 MB0468
 MB0468.The geoid height was determined by GEOID03.
 MB0468
 MB0468.The dynamic height is computed by dividing the NAVD 88
 MB0468.geopotential number by the normal gravity value computed on the
 MB0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0468.degrees latitude (g = 980.6199 gals.).
 MB0468
 MB0468.The modeled gravity was interpolated from observed gravity values.
 MB0468
 MB0468;                    North         East    Units  Estimated Accuracy
 MB0468;SPC PA S     -   194,530.      400,500.      MT  (+/- 180 meters Scaled)
 MB0468
 MB0468                          SUPERSEDED SURVEY CONTROL
 MB0468
 MB0468  NGVD 29 (??/??/92)  355.213  (m)         1165.39   (f) ADJ UNCH    2 0
 MB0468
 MB0468.Superseded values are not recommended for survey control.
 MB0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0468.See file dsdata.txt to determine how the superseded data were derived.
 MB0468
 MB0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF736459(NAD 83)
 MB0468_MARKER: DB = BENCH MARK DISK
 MB0468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0468_SP_SET: BRIDGE
 MB0468_STAMPING: H 250 1960
 MB0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0468
 MB0468  HISTORY     - Date     Condition        Report By
 MB0468  HISTORY     - 1960     MONUMENTED       CGS
 MB0468
 MB0468                          STATION DESCRIPTION
 MB0468
 MB0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MB0468'2.8 MI NW FROM MOORES CORNERS.
 MB0468'ABOUT 0.1 MILE NORTH ALONG COUNTY ROAD 37049 FROM THE JUNCTION
 MB0468'OF STATE HIGHWAYS 488 AND 108 AT MOORES CORNERS TO GRAVEL
 MB0468'ROAD JUNCTION WEST THENCE 1.2 MILE WEST ON GRAVEL ROAD TO A T JUNCTION
 MB0468'OF GRAVEL ROADS THENCE 0.6 MILE NORTH ON GRAVEL ROAD TO A T
 MB0468'JUNCTION OF GRAVEL ROADS THENCE 0.7 MILE EAST AND NORTH TO THE
 MB0468'T JUNCTION OF GRAVEL ROAD AND BLACKTOP ROAD THENCE 0.15 MILE
 MB0468'EAST ON BLACKTOP ROAD, STANDARD BENCH MARK DRILLED IN HORIZONTAL
 MB0468'IN BRIDGE OVER JAMISON RUN CREEK, 16 FEET NORTH OF THE CENTERLINE
 MB0468'OF DIRT ROAD, 132 FEET EAST OF POWER POLE NO. PT 5, 120 NORTH
 MB0468'WEST OF A 3 FOOT DIAMETER TREE, 18 FEET SOUTH WEST OF THE CENTER
 MB0468'OF BRIDGE, ABOUT 1.45 MILE NORTH ALONG COUNTY ROAD 37049 FROM
 MB0468'THE JUNCTION OF STATE HYS 488 AND 108 AT MOORES CORNERS TO
 MB0468'JUNCTION OF BLACKTOP ROAD WEST THENCE 0.65 MILE WEST ON BLACKTOP
 MB0468'ROAD (COUNTY ROAD 37069).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0232 ***********************************************************************
 KY0232  DESIGNATION -  H 251
 KY0232  PID         -  KY0232
 KY0232  STATE/COUNTY-  PA/BUTLER
 KY0232  USGS QUAD   -  MARS (1979)
 KY0232
 KY0232                         *CURRENT SURVEY CONTROL
 KY0232  ___________________________________________________________________
 KY0232* NAD 83(1986)-  40 42 48.     (N)    080 06 13.     (W)     SCALED    
 KY0232* NAVD 88     -       332.316  (meters)    1090.27   (feet)  ADJUSTED  
 KY0232  ___________________________________________________________________
 KY0232  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KY0232  DYNAMIC HT  -         332.144 (meters)    1089.71  (feet)  COMP
 KY0232  MODELED GRAV-     980,100.3   (mgal)                       NAVD 88
 KY0232
 KY0232  VERT ORDER  -  SECOND    CLASS 0
 KY0232
 KY0232.The horizontal coordinates were scaled from a topographic map and have
 KY0232.an estimated accuracy of +/- 6 seconds.
 KY0232
 KY0232.The orthometric height was determined by differential leveling
 KY0232.and adjusted by the National Geodetic Survey in June 1991..
 KY0232
 KY0232.The geoid height was determined by GEOID03.
 KY0232
 KY0232.The dynamic height is computed by dividing the NAVD 88
 KY0232.geopotential number by the normal gravity value computed on the
 KY0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0232.degrees latitude (g = 980.6199 gals.).
 KY0232
 KY0232.The modeled gravity was interpolated from observed gravity values.
 KY0232
 KY0232;                    North         East    Units  Estimated Accuracy
 KY0232;SPC PA S     -   155,880.      401,150.      MT  (+/- 180 meters Scaled)
 KY0232
 KY0232                          SUPERSEDED SURVEY CONTROL
 KY0232
 KY0232  NGVD 29 (??/??/92)  332.463  (m)         1090.76   (f) ADJ UNCH    2 0
 KY0232
 KY0232.Superseded values are not recommended for survey control.
 KY0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0232.See file dsdata.txt to determine how the superseded data were derived.
 KY0232
 KY0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF757073(NAD 83)
 KY0232_MARKER: DB = BENCH MARK DISK
 KY0232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0232_SP_SET: CULVERT
 KY0232_STAMPING: H 251 1960
 KY0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0232
 KY0232  HISTORY     - Date     Condition        Report By
 KY0232  HISTORY     - 1960     MONUMENTED       CGS
 KY0232
 KY0232                          STATION DESCRIPTION
 KY0232
 KY0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0232'6.1 MI S FROM ZELIENOPLE.
 KY0232'ABOUT 6.1 MILE SOUTH ALONG U.S. HY. 19 FROM THE JUNCTION OF
 KY0232'U.S. 19 AND STATE HY. 68 IN THE SOUTH EDGE OF ZELIENOPLE, AT
 KY0232'WEBERS BAR AND RESTURANT, EAST OF THE CENTERLINE OF U.S. 19,
 KY0232'STANDARD BENCH MARK DISK DRILLED IN HORIZONTAL IN L HEADWALL
 KY0232'FOR A FOOT AND HALF CULVERT FOR HIGHWAY, ABOUT LEVEL WITH THE
 KY0232'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0244 ***********************************************************************
 KY0244  DESIGNATION -  H 253
 KY0244  PID         -  KY0244
 KY0244  STATE/COUNTY-  PA/ALLEGHENY
 KY0244  USGS QUAD   -  MARS (1979)
 KY0244
 KY0244                         *CURRENT SURVEY CONTROL
 KY0244  ___________________________________________________________________
 KY0244* NAD 83(1986)-  40 38 25.     (N)    080 05 21.     (W)     SCALED    
 KY0244* NAVD 88     -       345.646  (meters)    1134.01   (feet)  ADJUSTED  
 KY0244  ___________________________________________________________________
 KY0244  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KY0244  DYNAMIC HT  -         345.467 (meters)    1133.42  (feet)  COMP
 KY0244  MODELED GRAV-     980,097.8   (mgal)                       NAVD 88
 KY0244
 KY0244  VERT ORDER  -  SECOND    CLASS 0
 KY0244
 KY0244.The horizontal coordinates were scaled from a topographic map and have
 KY0244.an estimated accuracy of +/- 6 seconds.
 KY0244
 KY0244.The orthometric height was determined by differential leveling
 KY0244.and adjusted by the National Geodetic Survey in June 1991..
 KY0244
 KY0244.The geoid height was determined by GEOID03.
 KY0244
 KY0244.The dynamic height is computed by dividing the NAVD 88
 KY0244.geopotential number by the normal gravity value computed on the
 KY0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0244.degrees latitude (g = 980.6199 gals.).
 KY0244
 KY0244.The modeled gravity was interpolated from observed gravity values.
 KY0244
 KY0244;                    North         East    Units  Estimated Accuracy
 KY0244;SPC PA S     -   147,740.      402,160.      MT  (+/- 180 meters Scaled)
 KY0244
 KY0244                          SUPERSEDED SURVEY CONTROL
 KY0244
 KY0244  NGVD 29 (??/??/92)  345.794  (m)         1134.49   (f) ADJ UNCH    2 0
 KY0244
 KY0244.Superseded values are not recommended for survey control.
 KY0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0244.See file dsdata.txt to determine how the superseded data were derived.
 KY0244
 KY0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE770992(NAD 83)
 KY0244_MARKER: DB = BENCH MARK DISK
 KY0244_SETTING: 0 = UNSPECIFIED SETTING
 KY0244_STAMPING: H 253 1960
 KY0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0244
 KY0244  HISTORY     - Date     Condition        Report By
 KY0244  HISTORY     - 1960     MONUMENTED       CGS
 KY0244
 KY0244                          STATION DESCRIPTION
 KY0244
 KY0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0244'1.2 MI S FROM WARRENDALE.
 KY0244'ABOUT 0.3 MILE SOUTH ALONG OLD U.S. HY. 19 FROM UNITED
 KY0244'PRESBYTERIAN CHURCH IN WARRENDALE TO THE JUNCTION OF OLD AND NEW
 KY0244'U.S. HY. 19 THENCE 0.9 MILE SOUTH WEST ON COUNTY ROAD 02104 TO T
 KY0244'JUNCTION OF BLACKTOP ROADS THENCE 0.05 MILE EAST ON BLACKTOP
 KY0244'ROAD, STANDARD BENCH MARK DISK DRILLED IN HORIZONTAL, 27 FEET
 KY0244'EAST OF POWER POLE NO. 7190, 15 FEET SOUTH WEST OF THE CENTERLINE
 KY0244'OF THE ROAD, 105 FEET NORTH WEST OF THE JUNCTION OF GRAVEL ROAD,
 KY0244'198 FEET SOUTH EAST OF JUNCTION OF COUNTY ROADS 02135 AND 02104.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0678 ***********************************************************************
 KY0678  DESIGNATION -  H 254
 KY0678  PID         -  KY0678
 KY0678  STATE/COUNTY-  PA/ALLEGHENY
 KY0678  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0678
 KY0678                         *CURRENT SURVEY CONTROL
 KY0678  ___________________________________________________________________
 KY0678* NAD 83(1986)-  40 26 34.     (N)    080 00 22.     (W)     SCALED    
 KY0678* NAVD 88     -       222.264  (meters)     729.21   (feet)  ADJUSTED  
 KY0678  ___________________________________________________________________
 KY0678  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KY0678  DYNAMIC HT  -         222.150 (meters)     728.84  (feet)  COMP
 KY0678  MODELED GRAV-     980,104.0   (mgal)                       NAVD 88
 KY0678
 KY0678  VERT ORDER  -  SECOND    CLASS 0
 KY0678
 KY0678.The horizontal coordinates were scaled from a topographic map and have
 KY0678.an estimated accuracy of +/- 6 seconds.
 KY0678
 KY0678.The orthometric height was determined by differential leveling
 KY0678.and adjusted by the National Geodetic Survey in June 1991..
 KY0678
 KY0678.The geoid height was determined by GEOID03.
 KY0678
 KY0678.The dynamic height is computed by dividing the NAVD 88
 KY0678.geopotential number by the normal gravity value computed on the
 KY0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0678.degrees latitude (g = 980.6199 gals.).
 KY0678
 KY0678.The modeled gravity was interpolated from observed gravity values.
 KY0678
 KY0678;                    North         East    Units  Estimated Accuracy
 KY0678;SPC PA S     -   125,630.      408,620.      MT  (+/- 180 meters Scaled)
 KY0678
 KY0678                          SUPERSEDED SURVEY CONTROL
 KY0678
 KY0678  NGVD 29 (??/??/92)  222.427  (m)          729.75   (f) ADJ UNCH    2 0
 KY0678
 KY0678.Superseded values are not recommended for survey control.
 KY0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0678.See file dsdata.txt to determine how the superseded data were derived.
 KY0678
 KY0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE842773(NAD 83)
 KY0678_MARKER: DB = BENCH MARK DISK
 KY0678_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0678_SP_SET: RETAINING WALL
 KY0678_STAMPING: H 254 1960
 KY0678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0678
 KY0678  HISTORY     - Date     Condition        Report By
 KY0678  HISTORY     - 1960     MONUMENTED       CGS
 KY0678  HISTORY     - 20040520 MARK NOT FOUND   USPSQD
 KY0678
 KY0678                          STATION DESCRIPTION
 KY0678
 KY0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0678'AT PITTSBURGH.
 KY0678'IN THE CITY OF PITTSBURGH, ON WHAT IS CALLED THE POINT.  ABOUT
 KY0678'50 YARDS WEST OF THE INTERSECTION OF PENNSYLVANIA AVENUE AND THE
 KY0678'AXCESS ROAD FROM THE 6TH STREET BRIDGE, ABOUT 100 YARDS NORTH
 KY0678'OF THE HILTON HOTEL AND IN THE RETAINING WALL FOR PENNSYLVANIA
 KY0678'AVENUE, 25 FEET SOUTH OF THE CENTERLINE OF PENNSYLVANIA AVENUE,
 KY0678'ABOUT 1 FOOT EAST OF THE WEST END OF THE WALL AND ABOUT 3 FEET
 KY0678'ABOVE THE STREET DRILLED IN HORIZONTAL.
 KY0678
 KY0678                          STATION RECOVERY (2004)
 KY0678
 KY0678'RECOVERY NOTE BY US POWER SQUADRON 2004
 KY0678'MARK NOT FOUND. USPS JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0296 ***********************************************************************
 KW0296  DESIGNATION -  H 256
 KW0296  PID         -  KW0296
 KW0296  STATE/COUNTY-  PA/SCHUYLKILL
 KW0296  USGS QUAD   -  SHENANDOAH (1977)
 KW0296
 KW0296                         *CURRENT SURVEY CONTROL
 KW0296  ___________________________________________________________________
 KW0296* NAD 83(1986)-  40 45 44.     (N)    076 14 58.     (W)     SCALED    
 KW0296* NAVD 88     -       512.437  (meters)    1681.22   (feet)  ADJUSTED  
 KW0296  ___________________________________________________________________
 KW0296  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KW0296  DYNAMIC HT  -         512.188 (meters)    1680.40  (feet)  COMP
 KW0296  MODELED GRAV-     980,121.6   (mgal)                       NAVD 88
 KW0296
 KW0296  VERT ORDER  -  SECOND    CLASS 0
 KW0296
 KW0296.The horizontal coordinates were scaled from a topographic map and have
 KW0296.an estimated accuracy of +/- 6 seconds.
 KW0296
 KW0296.The orthometric height was determined by differential leveling
 KW0296.and adjusted by the National Geodetic Survey in June 1991..
 KW0296
 KW0296.The geoid height was determined by GEOID03.
 KW0296
 KW0296.The dynamic height is computed by dividing the NAVD 88
 KW0296.geopotential number by the normal gravity value computed on the
 KW0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0296.degrees latitude (g = 980.6199 gals.).
 KW0296
 KW0296.The modeled gravity was interpolated from observed gravity values.
 KW0296
 KW0296;                    North         East    Units  Estimated Accuracy
 KW0296;SPC PA S     -   159,740.      726,690.      MT  (+/- 180 meters Scaled)
 KW0296
 KW0296                          SUPERSEDED SURVEY CONTROL
 KW0296
 KW0296  NGVD 29 (??/??/??)  512.657  (m)         1681.94   (f) ADJUSTED    2 0
 KW0296
 KW0296.Superseded values are not recommended for survey control.
 KW0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0296.See file dsdata.txt to determine how the superseded data were derived.
 KW0296
 KW0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL945131(NAD 83)
 KW0296_MARKER: DB = BENCH MARK DISK
 KW0296_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0296_SP_SET: TRANSMISSION TOWER LEG BASE
 KW0296_STAMPING: H 256 1960
 KW0296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0296
 KW0296  HISTORY     - Date     Condition        Report By
 KW0296  HISTORY     - 1960     MONUMENTED       CGS
 KW0296  HISTORY     - 20050412 MARK NOT FOUND   PADT
 KW0296
 KW0296                          STATION DESCRIPTION
 KW0296
 KW0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0296'2.7 MI SW FROM FRACKVILLE.
 KW0296'ABOUT 0.8 MILE SOUTH ALONG THE READING RAILWAY FROM THE STATION
 KW0296'AT FRACKVILLE, THENCE 1.2 MILES WEST ALONG A TRACK ROAD, THENCE
 KW0296'0.2 MILE SOUTH ALONG A TRACK ROAD, THENCE 0.5 MILE WEST ALONG A
 KW0296'DIM ROAD ALONG A STEEL TRANSMISSION TOWER LINE, ON THE TOP OF
 KW0296'THE SOUTHEAST CORNER OF THE CONCRETE BASE SUPPORTING THE SOUTHEAST
 KW0296'STEEL LEG OF TOWER NO. 36-3/SS, 1 FOOT SOUTHEAST OF THE STEEL
 KW0296'LEG AND 0.6 FOOT ABOVE THE GROUND.
 KW0296
 KW0296                          STATION RECOVERY (2005)
 KW0296
 KW0296'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (PJN)
 KW0296'CONCRETE REFINISHED. HOLE IN CONCRETE AS DESCRIBED. NO DISK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2420 ***********************************************************************
 KV2420  DESIGNATION -  H 257
 KV2420  PID         -  KV2420
 KV2420  STATE/COUNTY-  PA/BERKS
 KV2420  USGS QUAD   -  READING (1983)
 KV2420
 KV2420                         *CURRENT SURVEY CONTROL
 KV2420  ___________________________________________________________________
 KV2420* NAD 83(1986)-  40 17 45.     (N)    075 54 31.     (W)     SCALED    
 KV2420* NAVD 88     -        60.235  (meters)     197.62   (feet)  ADJUSTED  
 KV2420  ___________________________________________________________________
 KV2420  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 KV2420  DYNAMIC HT  -          60.204 (meters)     197.52  (feet)  COMP
 KV2420  MODELED GRAV-     980,108.4   (mgal)                       NAVD 88
 KV2420
 KV2420  VERT ORDER  -  SECOND    CLASS 0
 KV2420
 KV2420.The horizontal coordinates were scaled from a topographic map and have
 KV2420.an estimated accuracy of +/- 6 seconds.
 KV2420
 KV2420.The orthometric height was determined by differential leveling
 KV2420.and adjusted by the National Geodetic Survey in June 1991..
 KV2420
 KV2420.The geoid height was determined by GEOID03.
 KV2420
 KV2420.The dynamic height is computed by dividing the NAVD 88
 KV2420.geopotential number by the normal gravity value computed on the
 KV2420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2420.degrees latitude (g = 980.6199 gals.).
 KV2420
 KV2420.The modeled gravity was interpolated from observed gravity values.
 KV2420
 KV2420;                    North         East    Units  Estimated Accuracy
 KV2420;SPC PA S     -   108,500.      756,550.      MT  (+/- 180 meters Scaled)
 KV2420
 KV2420                          SUPERSEDED SURVEY CONTROL
 KV2420
 KV2420  NGVD 29 (??/??/??)   60.476  (m)          198.41   (f) ADJUSTED    2 0
 KV2420
 KV2420.Superseded values are not recommended for survey control.
 KV2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2420.See file dsdata.txt to determine how the superseded data were derived.
 KV2420
 KV2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK227609(NAD 83)
 KV2420_MARKER: DB = BENCH MARK DISK
 KV2420_SETTING: 66 = SET IN ROCK OUTCROP
 KV2420_SP_SET: ROCK OUTCROP
 KV2420_STAMPING: H 257 1960
 KV2420_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV2420+STABILITY: POSITION/ELEVATION WELL
 KV2420
 KV2420  HISTORY     - Date     Condition        Report By
 KV2420  HISTORY     - 1960     MONUMENTED       CGS
 KV2420  HISTORY     - 20011015 MARK NOT FOUND   USPSQD
 KV2420
 KV2420                          STATION DESCRIPTION
 KV2420
 KV2420'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2420'3 MI SE FROM READING.
 KV2420'ABOUT 2.1 MILES SOUTH ALONG U.S. HIGHWAY 122 FROM ITS JUNCTION
 KV2420'WITH U.S. HIGHWAY 222 AND STATE HIGHWAY 73 IN THE SOUTH PART
 KV2420'OF THE CITY OF READING, THENCE 0.9 MILE EAST ALONG AN ASPHALT
 KV2420'ROAD, ALONG THE SOUTH BANK OF THE SCHUYLKILL RIVER, ON THE TOP
 KV2420'OF A 2-BY-2-FOOT OUTCROP PROJECTING 1 FOOT ABOVE THE GROUND,
 KV2420'UNDER THE OVERHEAD CROSSING OF A DOUBLE-STEEL TRANSMISSION TOWER
 KV2420'LINE, 13 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 41 FEET
 KV2420'SOUTHWEST AND ACROSS THE ROAD FROM TELEPHONE POLE NO. 16, AND
 KV2420'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
 KV2420
 KV2420                          STATION RECOVERY (2001)
 KV2420
 KV2420'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV2420'CLIFF ON SOUTH SIDE OF RD PROTECTED WITH A 3 FT CONCRETE BARRIER
 KV2420'TOPPED WITH A 10 FT HIGH CHAIN LINK FENCE.  NO ACCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0491 ***********************************************************************
 KW0491  DESIGNATION -  H 258 PADH
 KW0491  PID         -  KW0491
 KW0491  STATE/COUNTY-  PA/LEBANON
 KW0491  USGS QUAD   -  FREDERICKSBURG (1978)
 KW0491
 KW0491                         *CURRENT SURVEY CONTROL
 KW0491  ___________________________________________________________________
 KW0491* NAD 83(1986)-  40 26 10.     (N)    076 26 10.     (W)     SCALED    
 KW0491* NAVD 88     -       134.784  (meters)     442.20   (feet)  ADJUSTED  
 KW0491  ___________________________________________________________________
 KW0491  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 KW0491  DYNAMIC HT  -         134.715 (meters)     441.98  (feet)  COMP
 KW0491  MODELED GRAV-     980,115.9   (mgal)                       NAVD 88
 KW0491
 KW0491  VERT ORDER  -  SECOND    CLASS 0
 KW0491
 KW0491.The horizontal coordinates were scaled from a topographic map and have
 KW0491.an estimated accuracy of +/- 6 seconds.
 KW0491
 KW0491.The orthometric height was determined by differential leveling
 KW0491.and adjusted by the National Geodetic Survey in June 1991..
 KW0491
 KW0491.The geoid height was determined by GEOID03.
 KW0491
 KW0491.The dynamic height is computed by dividing the NAVD 88
 KW0491.geopotential number by the normal gravity value computed on the
 KW0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0491.degrees latitude (g = 980.6199 gals.).
 KW0491
 KW0491.The modeled gravity was interpolated from observed gravity values.
 KW0491
 KW0491;                    North         East    Units  Estimated Accuracy
 KW0491;SPC PA S     -   123,280.      711,470.      MT  (+/- 180 meters Scaled)
 KW0491
 KW0491                          SUPERSEDED SURVEY CONTROL
 KW0491
 KW0491  NGVD 29 (??/??/??)  134.988  (m)          442.87   (f) ADJUSTED    2 0
 KW0491
 KW0491.Superseded values are not recommended for survey control.
 KW0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0491.See file dsdata.txt to determine how the superseded data were derived.
 KW0491
 KW0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK781771(NAD 83)
 KW0491_MARKER: DD = SURVEY DISK
 KW0491_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0491_SP_SET: BRIDGE
 KW0491_STAMPING: H 258
 KW0491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0491
 KW0491  HISTORY     - Date     Condition        Report By
 KW0491  HISTORY     - UNK      MONUMENTED       PADH
 KW0491  HISTORY     - 1960     GOOD             CGS
 KW0491  HISTORY     - 20040523 GOOD             GEOCAC
 KW0491
 KW0491                          STATION DESCRIPTION
 KW0491
 KW0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0491'0.4 MI SW FROM FREDERICKSBURG.
 KW0491'ABOUT 0.4 MILE SOUTHWEST ALONG U.S. HIGHWAY 22 FROM THE JUNCTION
 KW0491'OF STATE HIGHWAY 343 AND U.S. HIGHWAY 22, SET IN THE SOUTHWEST
 KW0491'WING WALL OF A 30.0 FOOT LONG CONCRETE BRIDGE OVER A SMALL
 KW0491'CREEK, 21.6 FEET SOUTH OF THE EAST BOUND TRAFFIC LANE OF U.S.
 KW0491'HIGHWAY 22 AND 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 KW0491
 KW0491                          STATION RECOVERY (2004)
 KW0491
 KW0491'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0190 ***********************************************************************
 KW0190  DESIGNATION -  H 259 PADH
 KW0190  PID         -  KW0190
 KW0190  STATE/COUNTY-  PA/BERKS
 KW0190  USGS QUAD   -  AUBURN (1983)
 KW0190
 KW0190                         *CURRENT SURVEY CONTROL
 KW0190  ___________________________________________________________________
 KW0190* NAD 83(1986)-  40 31 13.     (N)    076 05 44.     (W)     SCALED    
 KW0190* NAVD 88     -       174.178  (meters)     571.45   (feet)  ADJUSTED  
 KW0190  ___________________________________________________________________
 KW0190  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 KW0190  DYNAMIC HT  -         174.087 (meters)     571.15  (feet)  COMP
 KW0190  MODELED GRAV-     980,105.6   (mgal)                       NAVD 88
 KW0190
 KW0190  VERT ORDER  -  SECOND    CLASS 0
 KW0190
 KW0190.The horizontal coordinates were scaled from a topographic map and have
 KW0190.an estimated accuracy of +/- 6 seconds.
 KW0190
 KW0190.The orthometric height was determined by differential leveling
 KW0190.and adjusted by the National Geodetic Survey in June 1991..
 KW0190
 KW0190.The geoid height was determined by GEOID03.
 KW0190
 KW0190.The dynamic height is computed by dividing the NAVD 88
 KW0190.geopotential number by the normal gravity value computed on the
 KW0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0190.degrees latitude (g = 980.6199 gals.).
 KW0190
 KW0190.The modeled gravity was interpolated from observed gravity values.
 KW0190
 KW0190;                    North         East    Units  Estimated Accuracy
 KW0190;SPC PA S     -   133,110.      740,190.      MT  (+/- 180 meters Scaled)
 KW0190
 KW0190                          SUPERSEDED SURVEY CONTROL
 KW0190
 KW0190  NGVD 29 (??/??/??)  174.383  (m)          572.12   (f) ADJUSTED    2 0
 KW0190
 KW0190.Superseded values are not recommended for survey control.
 KW0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0190.See file dsdata.txt to determine how the superseded data were derived.
 KW0190
 KW0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK071860(NAD 83)
 KW0190_MARKER: DD = SURVEY DISK
 KW0190_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0190_SP_SET: BRIDGE
 KW0190_STAMPING: H 259
 KW0190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0190
 KW0190  HISTORY     - Date     Condition        Report By
 KW0190  HISTORY     - UNK      MONUMENTED       PADH
 KW0190  HISTORY     - 1960     GOOD             CGS
 KW0190
 KW0190                          STATION DESCRIPTION
 KW0190
 KW0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0190'0.8 MI E FROM SHARTLESVILLE.
 KW0190'ABOUT 0.8 MILE EAST ALONG U.S. HIGHWAY 22 FROM THE INTERCHANGE
 KW0190'AT SHARTLESVILLE, SET ON THE TOP OF THE SOUTHWEST CONCRETE
 KW0190'WINGWALL OF A 30-FOOT LONG CONCRETE BRIDGE OVER A GRAVEL ROAD,
 KW0190'23 FEET SOUTH OF THE CENTER LINE OF THE EAST BOUND LANE OF THE
 KW0190'HIGHWAY AND ABOUT THE SAME ELEVATION AS THE HIGHWAY SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0333 ***********************************************************************
 MA0333  DESIGNATION -  H 26
 MA0333  PID         -  MA0333
 MA0333  STATE/COUNTY-  PA/CAMERON
 MA0333  USGS QUAD   -  RATHBUN (1986)
 MA0333
 MA0333                         *CURRENT SURVEY CONTROL
 MA0333  ___________________________________________________________________
 MA0333* NAD 83(1986)-  41 28 50.     (N)    078 24 04.     (W)     SCALED    
 MA0333* NAVD 88     -       385.765  (meters)    1265.63   (feet)  ADJUSTED  
 MA0333  ___________________________________________________________________
 MA0333  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 MA0333  DYNAMIC HT  -         385.601 (meters)    1265.09  (feet)  COMP
 MA0333  MODELED GRAV-     980,186.9   (mgal)                       NAVD 88
 MA0333
 MA0333  VERT ORDER  -  SECOND    CLASS 0
 MA0333
 MA0333.The horizontal coordinates were scaled from a topographic map and have
 MA0333.an estimated accuracy of +/- 6 seconds.
 MA0333
 MA0333.The orthometric height was determined by differential leveling
 MA0333.and adjusted by the National Geodetic Survey in June 1991..
 MA0333
 MA0333.The geoid height was determined by GEOID03.
 MA0333
 MA0333.The dynamic height is computed by dividing the NAVD 88
 MA0333.geopotential number by the normal gravity value computed on the
 MA0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0333.degrees latitude (g = 980.6199 gals.).
 MA0333
 MA0333.The modeled gravity was interpolated from observed gravity values.
 MA0333
 MA0333;                    North         East    Units  Estimated Accuracy
 MA0333;SPC PA N     -   146,120.      545,620.      MT  (+/- 180 meters Scaled)
 MA0333
 MA0333                          SUPERSEDED SURVEY CONTROL
 MA0333
 MA0333  NGVD 29 (??/??/92)  385.924  (m)         1266.15   (f) ADJ UNCH    2 0
 MA0333
 MA0333.Superseded values are not recommended for survey control.
 MA0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0333.See file dsdata.txt to determine how the superseded data were derived.
 MA0333
 MA0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF169953(NAD 83)
 MA0333_MARKER: DB = BENCH MARK DISK
 MA0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0333_STAMPING: H 26 1934
 MA0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0333+STABILITY: SURFACE MOTION
 MA0333
 MA0333  HISTORY     - Date     Condition        Report By
 MA0333  HISTORY     - 1934     MONUMENTED       CGS
 MA0333
 MA0333                          STATION DESCRIPTION
 MA0333
 MA0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0333'9.5 MI W FROM EMPORIUM.
 MA0333'9.5 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM EMPORIUM,
 MA0333'2,560 FEET WEST OF MILEPOST 140, 300 FEET WEST OF A TOWNSHIP
 MA0333'ROAD CROSSING, AT BRIDGE 139/50, IN THE TOP OF THE NORTH END
 MA0333'OF THE EAST STONE ABUTMENT, 11 FEET NORTH OF THE CENTER LINE
 MA0333'OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.
 MA0333'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2646 ***********************************************************************
 KV2646  DESIGNATION -  H 260
 KV2646  PID         -  KV2646
 KV2646  STATE/COUNTY-  PA/LEHIGH
 KV2646  USGS QUAD   -  TOPTON (1992)
 KV2646
 KV2646                         *CURRENT SURVEY CONTROL
 KV2646  ___________________________________________________________________
 KV2646* NAD 83(1986)-  40 34 35.     (N)    075 38 35.     (W)     SCALED    
 KV2646* NAVD 88     -       141.718  (meters)     464.95   (feet)  ADJUSTED  
 KV2646  ___________________________________________________________________
 KV2646  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 KV2646  DYNAMIC HT  -         141.646 (meters)     464.72  (feet)  COMP
 KV2646  MODELED GRAV-     980,115.7   (mgal)                       NAVD 88
 KV2646
 KV2646  VERT ORDER  -  SECOND    CLASS 0
 KV2646
 KV2646.The horizontal coordinates were scaled from a topographic map and have
 KV2646.an estimated accuracy of +/- 6 seconds.
 KV2646
 KV2646.The orthometric height was determined by differential leveling
 KV2646.and adjusted by the National Geodetic Survey in June 1991..
 KV2646
 KV2646.The geoid height was determined by GEOID03.
 KV2646
 KV2646.The dynamic height is computed by dividing the NAVD 88
 KV2646.geopotential number by the normal gravity value computed on the
 KV2646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2646.degrees latitude (g = 980.6199 gals.).
 KV2646
 KV2646.The modeled gravity was interpolated from observed gravity values.
 KV2646
 KV2646;                    North         East    Units  Estimated Accuracy
 KV2646;SPC PA S     -   140,150.      778,380.      MT  (+/- 180 meters Scaled)
 KV2646
 KV2646                          SUPERSEDED SURVEY CONTROL
 KV2646
 KV2646  NGVD 29 (??/??/??)  141.921  (m)          465.62   (f) ADJUSTED    2 0
 KV2646
 KV2646.Superseded values are not recommended for survey control.
 KV2646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2646.See file dsdata.txt to determine how the superseded data were derived.
 KV2646
 KV2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK455919(NAD 83)
 KV2646_MARKER: DB = BENCH MARK DISK
 KV2646_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2646_SP_SET: CULVERT
 KV2646_STAMPING: H 260 1960
 KV2646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2646
 KV2646  HISTORY     - Date     Condition        Report By
 KV2646  HISTORY     - 1960     MONUMENTED       CGS
 KV2646
 KV2646                          STATION DESCRIPTION
 KV2646
 KV2646'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2646'1 MI W FROM FOGELSVILLE.
 KV2646'1.0 MILE WEST ALONG U.S. HIGHWAY 22 FROM THE FOGELSVILLE INTERCHANGE
 KV2646'AT FOGELSVILLE, ON TOP OF THE WEST END OF THE SOUTH CONCRETE
 KV2646'HEADWALL OF A VERY LARGE PIPE CULVERT UNDER THE HIGHWAY, 31 FEET
 KV2646'SOUTH OF THE CENTER LINE OF THE EAST BOUND LANE OF THE HIGHWAY,
 KV2646'10 FEET SOUTH OF THE GUARD RAIL AND ABOUT 5 FEET BELOW THE LEVEL
 KV2646'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6695 ***********************************************************************
 KV6695  DESIGNATION -  H 260 RESET
 KV6695  PID         -  KV6695
 KV6695  STATE/COUNTY-  PA/LEHIGH
 KV6695  USGS QUAD   -  TOPTON (1992)
 KV6695
 KV6695                         *CURRENT SURVEY CONTROL
 KV6695  ___________________________________________________________________
 KV6695* NAD 83(1986)-  40 34 35.     (N)    075 38 35.     (W)     SCALED    
 KV6695* NAVD 88     -       142.09   (+/-2cm)     466.2    (feet)  VERTCON   
 KV6695  ___________________________________________________________________
 KV6695  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 KV6695
 KV6695  VERT ORDER  -  THIRD (See Below)
 KV6695
 KV6695.The horizontal coordinates were scaled from a topographic map and have
 KV6695.an estimated accuracy of +/- 6 seconds.
 KV6695
 KV6695.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6695.The vertical order pertains to the NGVD 29 superseded value.
 KV6695
 KV6695.The geoid height was determined by GEOID03.
 KV6695
 KV6695;                    North         East    Units  Estimated Accuracy
 KV6695;SPC PA S     -   140,150.      778,380.      MT  (+/- 180 meters Scaled)
 KV6695
 KV6695                          SUPERSEDED SURVEY CONTROL
 KV6695
 KV6695  NGVD 29 (02/24/03)  142.30   (m)          466.9    (f) RESET       3  
 KV6695
 KV6695.Superseded values are not recommended for survey control.
 KV6695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6695.See file dsdata.txt to determine how the superseded data were derived.
 KV6695
 KV6695_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK455919(NAD 83)
 KV6695_MARKER: DV = VERTICAL CONTROL DISK
 KV6695_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV6695_SP_SET: HEADWALL
 KV6695_STAMPING: H 260 RESET 1987
 KV6695_MARK LOGO: NGS   
 KV6695_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6695+STABILITY: SURFACE MOTION
 KV6695
 KV6695  HISTORY     - Date     Condition        Report By
 KV6695  HISTORY     - 1987     MONUMENTED       PADT
 KV6695  HISTORY     - 19961115 MARK NOT FOUND   USPSQD
 KV6695  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 KV6695
 KV6695                          STATION DESCRIPTION
 KV6695
 KV6695'DESCRIBED BY PA DEPT OF TRANSP 1987
 KV6695'1.0 MILES WEST ALONG INTERSTATE I78 FROM THE FOGELSVILLE INTERCHANGE
 KV6695'AT FOGELSVILLE ON THE TOP OF THE WEST END OF THE NORTH CONCRETE
 KV6695'HEADWALL OF A SEVEN FOOT HIGH OVAL PIPE UNDER THE HIGHWAY, 37 FEET
 KV6695'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES, 14 FEET NORTH OF THE
 KV6695'GUARD RAIL, 0.7 FEET EAST OF THE WEST END OF THE HEADWALL AND 3.0
 KV6695'FEET BELOW HIGHWAY LEVEL.
 KV6695
 KV6695                          STATION RECOVERY (1996)
 KV6695
 KV6695'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV6695'MARK NOT FOUND.
 KV6695
 KV6695                          STATION RECOVERY (2002)
 KV6695
 KV6695'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWR)
 KV6695'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0273 ***********************************************************************
 KY0273  DESIGNATION -  H 263
 KY0273  PID         -  KY0273
 KY0273  STATE/COUNTY-  PA/ALLEGHENY
 KY0273  USGS QUAD   -  AMBRIDGE (1990)
 KY0273
 KY0273                         *CURRENT SURVEY CONTROL
 KY0273  ___________________________________________________________________
 KY0273* NAD 83(1986)-  40 31 10.     (N)    080 13 06.     (W)     SCALED    
 KY0273* NAVD 88     -       329.913  (meters)    1082.39   (feet)  ADJUSTED  
 KY0273  ___________________________________________________________________
 KY0273  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KY0273  DYNAMIC HT  -         329.741 (meters)    1081.83  (feet)  COMP
 KY0273  MODELED GRAV-     980,092.7   (mgal)                       NAVD 88
 KY0273
 KY0273  VERT ORDER  -  SECOND    CLASS 0
 KY0273
 KY0273.The horizontal coordinates were scaled from a topographic map and have
 KY0273.an estimated accuracy of +/- 6 seconds.
 KY0273
 KY0273.The orthometric height was determined by differential leveling
 KY0273.and adjusted by the National Geodetic Survey in June 1991..
 KY0273
 KY0273.The geoid height was determined by GEOID03.
 KY0273
 KY0273.The dynamic height is computed by dividing the NAVD 88
 KY0273.geopotential number by the normal gravity value computed on the
 KY0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0273.degrees latitude (g = 980.6199 gals.).
 KY0273
 KY0273.The modeled gravity was interpolated from observed gravity values.
 KY0273
 KY0273;                    North         East    Units  Estimated Accuracy
 KY0273;SPC PA S     -   134,620.      390,860.      MT  (+/- 180 meters Scaled)
 KY0273
 KY0273                          SUPERSEDED SURVEY CONTROL
 KY0273
 KY0273  NGVD 29 (??/??/92)  330.063  (m)         1082.88   (f) ADJ UNCH    2 0
 KY0273
 KY0273.Superseded values are not recommended for survey control.
 KY0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0273.See file dsdata.txt to determine how the superseded data were derived.
 KY0273
 KY0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE662857(NAD 83)
 KY0273_MARKER: DB = BENCH MARK DISK
 KY0273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0273_SP_SET: HEADWALL
 KY0273_STAMPING: H 263 1963
 KY0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0273
 KY0273  HISTORY     - Date     Condition        Report By
 KY0273  HISTORY     - 1963     MONUMENTED       CGS
 KY0273
 KY0273                          STATION DESCRIPTION
 KY0273
 KY0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 KY0273'2.4 MI S FROM SEWICKLEY.
 KY0273'TO REACH THIS MARK FROM THE INTERSECTION OF THE SOUTH END OF THE
 KY0273'SEWICKLEY BRIDGE, CROSSING THE OHIO RIVER, AND PA. ROUTE 51,
 KY0273'PROCEED NORTHWEST ON ROUTE 51 0.7 MILE TO FORK IN ROAD.  TAKE
 KY0273'LEFT FORK 1.7 MILE TO ENTRANCE TO ROBERT MORRIS JUNIOR COLLEGE
 KY0273'AND MARK.  THE MARK IS 90 FT. EAST OF HIGHWAY, AND 49 FT. NORTH
 KY0273'OF PRIVATE ROAD.  IT IS SET IN A DRILL HOLE AT THE CENTER OF THE
 KY0273'TOP HEAD WALL OF A 5 FT X 6 FT DRAIN.  THE DISK IS FLUSH WITH
 KY0273'THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2122 ***********************************************************************
 KW2122  DESIGNATION -  H 264
 KW2122  PID         -  KW2122
 KW2122  STATE/COUNTY-  PA/CUMBERLAND
 KW2122  USGS QUAD   -  PLAINFIELD (1975)
 KW2122
 KW2122                         *CURRENT SURVEY CONTROL
 KW2122  ___________________________________________________________________
 KW2122* NAD 83(1992)-  40 10 37.89407(N)    077 16 19.88176(W)     ADJUSTED  
 KW2122* NAVD 88     -       163.332  (meters)     535.87   (feet)  ADJUSTED  
 KW2122  ___________________________________________________________________
 KW2122  X           -   1,075,190.110 (meters)                     COMP
 KW2122  Y           -  -4,760,220.183 (meters)                     COMP
 KW2122  Z           -   4,093,121.128 (meters)                     COMP
 KW2122  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 KW2122  ELLIP HEIGHT-         129.17  (meters)          (08/10/01) GPS OBS
 KW2122  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 KW2122  DYNAMIC HT  -         163.247 (meters)     535.59  (feet)  COMP
 KW2122  MODELED GRAV-     980,104.8   (mgal)                       NAVD 88
 KW2122
 KW2122  HORZ ORDER  -  FIRST
 KW2122  VERT ORDER  -  FIRST     CLASS II
 KW2122  ELLP ORDER  -  FOURTH    CLASS II
 KW2122
 KW2122.The horizontal coordinates were established by GPS observations
 KW2122.and adjusted by the National Geodetic Survey in September 1999..
 KW2122
 KW2122.The orthometric height was determined by differential leveling
 KW2122.and adjusted by the National Geodetic Survey in June 1991..
 KW2122
 KW2122.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KW2122
 KW2122.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2122
 KW2122.The ellipsoidal height was determined by GPS observations
 KW2122.and is referenced to NAD 83.
 KW2122
 KW2122.The geoid height was determined by GEOID03.
 KW2122
 KW2122.The dynamic height is computed by dividing the NAVD 88
 KW2122.geopotential number by the normal gravity value computed on the
 KW2122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2122.degrees latitude (g = 980.6199 gals.).
 KW2122
 KW2122.The modeled gravity was interpolated from observed gravity values.
 KW2122
 KW2122;                    North         East     Units Scale Factor Converg.
 KW2122;SPC PA S     -    93,807.645   640,695.046   MT  0.99997083   +0 18 36.0
 KW2122;SPC PA S     -   307,767.25  2,102,013.66   sFT  0.99997083   +0 18 36.0
 KW2122;UTM  18      - 4,449,899.728   306,540.252   MT  1.00006075   -1 27 58.9
 KW2122
 KW2122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2122!SPC PA S     -   0.99997974  x   0.99997083  =   0.99995057
 KW2122!UTM  18      -   0.99997974  x   1.00006075  =   1.00004049
 KW2122
 KW2122                          SUPERSEDED SURVEY CONTROL
 KW2122
 KW2122  ELLIP H (09/28/99)  129.24   (m)                       GP(       ) 3 1
 KW2122  NAVD 88 (09/28/99)  163.33   (m)          535.9    (f) LEVELING    3  
 KW2122  NGVD 29 (??/??/??)  163.544  (m)          536.56   (f) ADJUSTED    1 2
 KW2122
 KW2122.Superseded values are not recommended for survey control.
 KW2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2122.See file dsdata.txt to determine how the superseded data were derived.
 KW2122
 KW2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK0654049900(NAD 83)
 KW2122_MARKER: DB = BENCH MARK DISK
 KW2122_SETTING: 80 = SET IN A BOULDER
 KW2122_SP_SET: BOULDER
 KW2122_STAMPING: H 264 1960
 KW2122_MARK LOGO: CGS   
 KW2122_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW2122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2122+STABILITY: SURFACE MOTION
 KW2122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2122+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1999
 KW2122
 KW2122  HISTORY     - Date     Condition        Report By
 KW2122  HISTORY     - 1960     MONUMENTED       CGS
 KW2122  HISTORY     - 1961     GOOD             CGS
 KW2122  HISTORY     - 1979     GOOD             NGS
 KW2122  HISTORY     - 19990513 GOOD             RETTEW
 KW2122  HISTORY     - 20050822 GOOD             GEOCAC
 KW2122
 KW2122                          STATION DESCRIPTION
 KW2122
 KW2122'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KW2122'5.3 MI S FROM CARLISLE.
 KW2122'0.55 MILE SOUTH OF THE JUNCTION OF COLLEGE STREET AND U.S.
 KW2122'HIGHWAY 11, 0.95 MILE WEST AND SOUTHWEST ON STATE HIGHWAY 33
 KW2122'AND WALNUT BOTTOM ROAD, 1.4 MILE WEST ON COUNTY ROUTE 469 TO
 KW2122'THE INTERSECTION OF LEGISLATIVE ROUTE 21056, 0.85 MILE NORTH
 KW2122'AND NORTHWEST ON LEGISLATIVE ROUTE 21056 TO THE INTERSECTION OF
 KW2122'U.S. HIGHWAY 11, SOUTH-SOUTHWEST 1.1 MILE ON U.S. HIGHWAY 11.
 KW2122'IT IS 23 FEET NORTH-NORTHWEST OF CENTER OF U.S. HIGHWAY 11,
 KW2122'41.5 FEET WEST-NORTHWEST OF POWER LINE POLE NO. 30610.  27 FEET
 KW2122'EAST-NORTHEAST OF THE CENTER OF THE DRIVEWAY, AND IS SET IN A
 KW2122'FLAT 3 BY 3 BOULDER PROJECTING 1 1/2 FEET ABOVE THE LEVEL OF
 KW2122'THE HIGHWAY.
 KW2122
 KW2122                          STATION RECOVERY (1979)
 KW2122
 KW2122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2122'NOTE--CHANGE MILEAGE FROM HIGHWAY 11 TO 2.2 MILES SOUTH-SOUTHWEST,
 KW2122'NEW POWER POLE NUMBER IS 13354 S30783, AND THE MARK HAS NO
 KW2122'DEFINITE HIGH POINT.
 KW2122
 KW2122                          STATION RECOVERY (1999)
 KW2122
 KW2122'RECOVERY NOTE BY RETTEW ASSOCIATES 1999 (LL)
 KW2122'RECOVERED AS DESCRIBED
 KW2122
 KW2122                          STATION RECOVERY (2005)
 KW2122
 KW2122'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 KW2122'FOUND AS DESCRIBED ON NORTH SIDE OF HIGHWAY, IN FRONT OF HOUSE NUMBER
 KW2122'2271, WHICH IS IMMEDIATELY EAST OF SELF-STORAGE FACILITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0134 ***********************************************************************
 JW0134  DESIGNATION -  H 265
 JW0134  PID         -  JW0134
 JW0134  STATE/COUNTY-  PA/FULTON
 JW0134  USGS QUAD   -  BREEZEWOOD (1982)
 JW0134
 JW0134                         *CURRENT SURVEY CONTROL
 JW0134  ___________________________________________________________________
 JW0134* NAD 83(1986)-  39 54 37.     (N)    078 14 58.     (W)     SCALED    
 JW0134* NAVD 88     -       372.663  (meters)    1222.65   (feet)  ADJUSTED  
 JW0134  ___________________________________________________________________
 JW0134  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 JW0134  DYNAMIC HT  -         372.443 (meters)    1221.92  (feet)  COMP
 JW0134  MODELED GRAV-     980,025.7   (mgal)                       NAVD 88
 JW0134
 JW0134  VERT ORDER  -  SECOND    CLASS 0
 JW0134
 JW0134.The horizontal coordinates were scaled from a topographic map and have
 JW0134.an estimated accuracy of +/- 6 seconds.
 JW0134
 JW0134.The orthometric height was determined by differential leveling
 JW0134.and adjusted by the National Geodetic Survey in June 1991..
 JW0134
 JW0134.The geoid height was determined by GEOID03.
 JW0134
 JW0134.The dynamic height is computed by dividing the NAVD 88
 JW0134.geopotential number by the normal gravity value computed on the
 JW0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0134.degrees latitude (g = 980.6199 gals.).
 JW0134
 JW0134.The modeled gravity was interpolated from observed gravity values.
 JW0134
 JW0134;                    North         East    Units  Estimated Accuracy
 JW0134;SPC PA S     -    64,180.      557,300.      MT  (+/- 180 meters Scaled)
 JW0134
 JW0134                          SUPERSEDED SURVEY CONTROL
 JW0134
 JW0134  NGVD 29 (??/??/92)  372.839  (m)         1223.22   (f) ADJ UNCH    2 0
 JW0134
 JW0134.Superseded values are not recommended for survey control.
 JW0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0134.See file dsdata.txt to determine how the superseded data were derived.
 JW0134
 JW0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE351214(NAD 83)
 JW0134_MARKER: DD = SURVEY DISK
 JW0134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0134_SP_SET: BRIDGE
 JW0134_STAMPING: H 265 1960
 JW0134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0134
 JW0134  HISTORY     - Date     Condition        Report By
 JW0134  HISTORY     - 1960     MONUMENTED       PADH
 JW0134  HISTORY     - 1960     GOOD             NGS
 JW0134
 JW0134                          STATION DESCRIPTION
 JW0134
 JW0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JW0134'2.9 MI S FROM CRYSTAL SPRING.
 JW0134'ABOUT 2.9 MILE SOUTH WEST ALONG OLD STATE HY. 126 FROM THE
 JW0134'CRYSTAL SPRING POST OFFICE IN CRYSTAL SPRING, TO BRIDGE OVER
 JW0134'SMALL CREEK, STANDARD BENCH MARK OF P.D.H. DRILLED IN HORIZONTAL
 JW0134'IN NORTH WEST WINGWALL OF BRIDGE NO. 7/70, 14 FEET FROM THE
 JW0134'CENTER OF THE HIGHWAY, 37 FEET SOUTH WEST OF THE CENTER OF T ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2242 ***********************************************************************
 KW2242  DESIGNATION -  H 265 X
 KW2242  PID         -  KW2242
 KW2242  STATE/COUNTY-  PA/CUMBERLAND
 KW2242  USGS QUAD   -  SHIPPENSBURG (1973)
 KW2242
 KW2242                         *CURRENT SURVEY CONTROL
 KW2242  ___________________________________________________________________
 KW2242* NAD 83(1986)-  40 02 15.     (N)    077 30 14.     (W)     SCALED    
 KW2242* NAVD 88     -       244.908  (meters)     803.50   (feet)  ADJUSTED  
 KW2242  ___________________________________________________________________
 KW2242  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 KW2242  DYNAMIC HT  -         244.769 (meters)     803.05  (feet)  COMP
 KW2242  MODELED GRAV-     980,053.2   (mgal)                       NAVD 88
 KW2242
 KW2242  VERT ORDER  -  SECOND    CLASS 0
 KW2242
 KW2242.The horizontal coordinates were scaled from a topographic map and have
 KW2242.an estimated accuracy of +/- 6 seconds.
 KW2242
 KW2242.The orthometric height was determined by differential leveling
 KW2242.and adjusted by the National Geodetic Survey in June 1991..
 KW2242
 KW2242.The geoid height was determined by GEOID03.
 KW2242
 KW2242.The dynamic height is computed by dividing the NAVD 88
 KW2242.geopotential number by the normal gravity value computed on the
 KW2242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2242.degrees latitude (g = 980.6199 gals.).
 KW2242
 KW2242.The modeled gravity was interpolated from observed gravity values.
 KW2242
 KW2242;                    North         East    Units  Estimated Accuracy
 KW2242;SPC PA S     -    78,220.      621,010.      MT  (+/- 180 meters Scaled)
 KW2242
 KW2242                          SUPERSEDED SURVEY CONTROL
 KW2242
 KW2242  NGVD 29 (??/??/??)  245.097  (m)          804.12   (f) ADJUSTED    2 0
 KW2242
 KW2242.Superseded values are not recommended for survey control.
 KW2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2242.See file dsdata.txt to determine how the superseded data were derived.
 KW2242
 KW2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK863349(NAD 83)
 KW2242_MARKER: DB = BENCH MARK DISK
 KW2242_SETTING: 66 = SET IN ROCK OUTCROP
 KW2242_SP_SET: ROCK OUTCROP
 KW2242_STAMPING: H 265X 1960
 KW2242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW2242+STABILITY: POSITION/ELEVATION WELL
 KW2242
 KW2242  HISTORY     - Date     Condition        Report By
 KW2242  HISTORY     - 1960     MONUMENTED       CGS
 KW2242
 KW2242                          STATION DESCRIPTION
 KW2242
 KW2242'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2242'1.6 MI S FROM SHIPPENSBURG.
 KW2242'1.00 MILE SOUTH ALONG QUEEN ST. FROM THE JUNCTION OF QUEEN
 KW2242'ST. AND U.S. 11 IN THE EAST EDGE OF SHIPPENSBURG TO A SIDE ROAD
 KW2242'RIGHT (ENTRANCE TO BURLINGTON FARM) TURN RIGHT ON DIRT ROAD
 KW2242'AND GO SOUTH WEST FOR 0.4 MILE TO FENCE GATE (36 INCH ASH TREE ON
 KW2242'RIGHT) PASS THRU GATE FOR 0.05 MILE TO THE END OF FENCE, CONTINUE
 KW2242'SOUTH EAST ACROSS PASTURE FOR 0.1 MILE TO TOP OF KNOLL, STANDARD
 KW2242'BENCH MARK DISK DRILLED IN HORIZONTAL IN OUT CROPPING ROCK,
 KW2242'8 FEET NORTH WEST OF TRIANGULATION STATION THRUSH, 11 FEET
 KW2242'NORTH EAST OF 30 INCH WILD CHERRY TREE, SURROUNDED BY SMALL
 KW2242'LOCUST TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3315 ***********************************************************************
 JV3315  DESIGNATION -  H 266 PADH
 JV3315  PID         -  JV3315
 JV3315  STATE/COUNTY-  PA/FRANKLIN
 JV3315  USGS QUAD   -  GREENCASTLE (1990)
 JV3315
 JV3315                         *CURRENT SURVEY CONTROL
 JV3315  ___________________________________________________________________
 JV3315* NAD 83(1986)-  39 46 15.     (N)    077 43 41.     (W)     SCALED    
 JV3315* NAVD 88     -       185.881  (meters)     609.84   (feet)  ADJUSTED  
 JV3315  ___________________________________________________________________
 JV3315  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 JV3315  DYNAMIC HT  -         185.773 (meters)     609.49  (feet)  COMP
 JV3315  MODELED GRAV-     980,043.3   (mgal)                       NAVD 88
 JV3315
 JV3315  VERT ORDER  -  FIRST     CLASS II
 JV3315
 JV3315.The horizontal coordinates were scaled from a topographic map and have
 JV3315.an estimated accuracy of +/- 6 seconds.
 JV3315
 JV3315.The orthometric height was determined by differential leveling
 JV3315.and adjusted by the National Geodetic Survey in June 1991..
 JV3315
 JV3315.The geoid height was determined by GEOID03.
 JV3315
 JV3315.The dynamic height is computed by dividing the NAVD 88
 JV3315.geopotential number by the normal gravity value computed on the
 JV3315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3315.degrees latitude (g = 980.6199 gals.).
 JV3315
 JV3315.The modeled gravity was interpolated from observed gravity values.
 JV3315
 JV3315;                    North         East    Units  Estimated Accuracy
 JV3315;SPC PA S     -    48,580.      601,880.      MT  (+/- 180 meters Scaled)
 JV3315
 JV3315                          SUPERSEDED SURVEY CONTROL
 JV3315
 JV3315  NGVD 29 (??/??/??)  186.069  (m)          610.46   (f) ADJUSTED    1 2
 JV3315
 JV3315.Superseded values are not recommended for survey control.
 JV3315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3315.See file dsdata.txt to determine how the superseded data were derived.
 JV3315
 JV3315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK663058(NAD 83)
 JV3315_MARKER: DD = SURVEY DISK
 JV3315_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3315_SP_SET: BRIDGE
 JV3315_STAMPING: H 266 1960
 JV3315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3315
 JV3315  HISTORY     - Date     Condition        Report By
 JV3315  HISTORY     - 1960     MONUMENTED       PADH
 JV3315  HISTORY     - 1960     GOOD             CGS
 JV3315  HISTORY     - 1979     GOOD             NGS
 JV3315  HISTORY     - 1980     GOOD             PAGS
 JV3315
 JV3315                          STATION DESCRIPTION
 JV3315
 JV3315'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JV3315'1.5 MI S FROM GREENCASTLE.
 JV3315'ABOUT 1.5 MILE SOUTH ALONG U.S. HWY. 11 FROM THE JUNCTION OF
 JV3315'PENNSYLVANIA HWY. 16 AND U.S. 11 IN GREENCASTLE, STANDARD BENCH
 JV3315'MARK DISK OF THE PENNSYLVANIA DEPARTMENT OF HIGHWAYS DRILLED
 JV3315'IN HORIZONTAL IN THE SOUTH EAST WINGWALL OF CONCRETE BRIDGE,
 JV3315'22 FEET EAST OF THE CENTERLINE OF U.S. 11, 8 FEET NORTH OF THE
 JV3315'NORTH END OF THE GUARD RAIL.
 JV3315
 JV3315                          STATION RECOVERY (1979)
 JV3315
 JV3315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV3315'RECOVERED IN GOOD CONDITION.
 JV3315
 JV3315                          STATION RECOVERY (1980)
 JV3315
 JV3315'RECOVERY NOTE BY PENNSYLVANIA GEODETIC SURVEY 1980
 JV3315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1633 ***********************************************************************
 KV1633  DESIGNATION -  H 267 PADH
 KV1633  PID         -  KV1633
 KV1633  STATE/COUNTY-  PA/LEHIGH
 KV1633  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV1633
 KV1633                         *CURRENT SURVEY CONTROL
 KV1633  ___________________________________________________________________
 KV1633* NAD 83(1986)-  40 37 28.     (N)    075 29 21.     (W)     SCALED    
 KV1633* NAVD 88     -        92.571  (meters)     303.71   (feet)  ADJUSTED  
 KV1633  ___________________________________________________________________
 KV1633  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 KV1633  DYNAMIC HT  -          92.526 (meters)     303.56  (feet)  COMP
 KV1633  MODELED GRAV-     980,136.4   (mgal)                       NAVD 88
 KV1633
 KV1633  VERT ORDER  -  SECOND    CLASS 0
 KV1633
 KV1633.The horizontal coordinates were scaled from a topographic map and have
 KV1633.an estimated accuracy of +/- 6 seconds.
 KV1633
 KV1633.The orthometric height was determined by differential leveling
 KV1633.and adjusted by the National Geodetic Survey in June 1991..
 KV1633
 KV1633.The geoid height was determined by GEOID03.
 KV1633
 KV1633.The dynamic height is computed by dividing the NAVD 88
 KV1633.geopotential number by the normal gravity value computed on the
 KV1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1633.degrees latitude (g = 980.6199 gals.).
 KV1633
 KV1633.The modeled gravity was interpolated from observed gravity values.
 KV1633
 KV1633;                    North         East    Units  Estimated Accuracy
 KV1633;SPC PA S     -   145,810.      791,260.      MT  (+/- 180 meters Scaled)
 KV1633
 KV1633                          SUPERSEDED SURVEY CONTROL
 KV1633
 KV1633  NGVD 29 (??/??/??)   92.785  (m)          304.41   (f) ADJUSTED    2 0
 KV1633
 KV1633.Superseded values are not recommended for survey control.
 KV1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1633.See file dsdata.txt to determine how the superseded data were derived.
 KV1633
 KV1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK586971(NAD 83)
 KV1633_MARKER: DD = SURVEY DISK
 KV1633_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1633_SP_SET: CURB
 KV1633_STAMPING: H 267
 KV1633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1633
 KV1633  HISTORY     - Date     Condition        Report By
 KV1633  HISTORY     - 1960     MONUMENTED       PADH
 KV1633  HISTORY     - 1960     GOOD             CGS
 KV1633  HISTORY     - 1984     GOOD             USPSQD
 KV1633
 KV1633                          STATION DESCRIPTION
 KV1633
 KV1633'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV1633'0.4 MI W FROM ALLENTOWN.
 KV1633'0.45 MILE WEST ALONG U.S. HIGHWAY 22 FROM THE INTERCHANGE FORMED
 KV1633'BY U.S. HIGHWAY 22, STATE HIGHWAY 145 AND SEVENTH STREET, ON TOP
 KV1633'OF THE WEST END OF THE SOUTH CONCRETE CURBING OF A 100 FEET LONG
 KV1633'CONCRETE BRIDGE OVER AN ASPHALT ROAD, 18 FEET SOUTH OF THE CENTER
 KV1633'LINE OF THE EAST BOUND LANE OF THE HIGHWAY, 0.3 FOOT EAST OF THE
 KV1633'WEST END OF THE CURB AND 0.6 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 KV1633
 KV1633                          STATION RECOVERY (1984)
 KV1633
 KV1633'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV1633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1751 ***********************************************************************
 KV1751  DESIGNATION -  H 268 PADH
 KV1751  PID         -  KV1751
 KV1751  STATE/COUNTY-  PA/LEHIGH
 KV1751  USGS QUAD   -  HELLERTOWN (1992)
 KV1751
 KV1751                         *CURRENT SURVEY CONTROL
 KV1751  ___________________________________________________________________
 KV1751* NAD 83(1986)-  40 34 43.     (N)    075 21 35.     (W)     SCALED    
 KV1751* NAVD 88     -        91.420  (meters)     299.93   (feet)  ADJUSTED  
 KV1751  ___________________________________________________________________
 KV1751  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 KV1751  DYNAMIC HT  -          91.376 (meters)     299.79  (feet)  COMP
 KV1751  MODELED GRAV-     980,136.7   (mgal)                       NAVD 88
 KV1751
 KV1751  VERT ORDER  -  SECOND    CLASS 0
 KV1751
 KV1751.The horizontal coordinates were scaled from a topographic map and have
 KV1751.an estimated accuracy of +/- 6 seconds.
 KV1751
 KV1751.The orthometric height was determined by differential leveling
 KV1751.and adjusted by the National Geodetic Survey in June 1991..
 KV1751
 KV1751.The geoid height was determined by GEOID03.
 KV1751
 KV1751.The dynamic height is computed by dividing the NAVD 88
 KV1751.geopotential number by the normal gravity value computed on the
 KV1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1751.degrees latitude (g = 980.6199 gals.).
 KV1751
 KV1751.The modeled gravity was interpolated from observed gravity values.
 KV1751
 KV1751;                    North         East    Units  Estimated Accuracy
 KV1751;SPC PA S     -   141,010.      802,350.      MT  (+/- 180 meters Scaled)
 KV1751
 KV1751                          SUPERSEDED SURVEY CONTROL
 KV1751
 KV1751  NGVD 29 (??/??/??)   91.650  (m)          300.69   (f) ADJUSTED    2 0
 KV1751
 KV1751.Superseded values are not recommended for survey control.
 KV1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1751.See file dsdata.txt to determine how the superseded data were derived.
 KV1751
 KV1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK695920(NAD 83)
 KV1751_MARKER: DD = SURVEY DISK
 KV1751_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1751_SP_SET: BRIDGE
 KV1751_STAMPING: H 268
 KV1751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1751
 KV1751  HISTORY     - Date     Condition        Report By
 KV1751  HISTORY     - 1960     MONUMENTED       PADH
 KV1751  HISTORY     - 1960     GOOD             CGS
 KV1751  HISTORY     - 1964     GOOD             CGS
 KV1751  HISTORY     - 20020128 GOOD             USPSQD
 KV1751  HISTORY     - 20060228 GOOD             PADT
 KV1751
 KV1751                          STATION DESCRIPTION
 KV1751
 KV1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV1751'2.7 MI ENE FROM FRIENDSVILLE.
 KV1751'1.6 MILES EAST ALONG COUNTY HIGHWAY 39002 FROM THE CROSSROAD
 KV1751'INTERSECTION AT THE SOUTH EDGE OF FRIENDSVILLE TO THE INTERSECTION
 KV1751'OF COUNTY HIGHWAY 48003, THENCE 1.12 MILES NORTHEAST ALONG COUNTY
 KV1751'HIGHWAY 48003, 14.0 FEET WEST OF THE CENTERLINE OF COUNTY
 KV1751'HIGHWAY 48003 AND ABOUT THE SAME LEVEL AS THE SURFACE OF THE
 KV1751'HIGHWAY.  SET IN TOP OF THE NORTHWEST CONCRETE WINGWALL OF A
 KV1751'28.0 FOOT WIDE CONCRETE BRIDGE OF COUNTY HIGHWAY 48003 OVER A
 KV1751'CREEK.
 KV1751
 KV1751                          STATION RECOVERY (1964)
 KV1751
 KV1751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV1751'RECOVERED IN GOOD CONDITION.
 KV1751
 KV1751                          STATION RECOVERY (2002)
 KV1751
 KV1751'RECOVERY NOTE BY US POWER SQUADRON 2002 (NCS)
 KV1751'RECOVERED IN GOOD CONDITION.
 KV1751
 KV1751                          STATION RECOVERY (2006)
 KV1751
 KV1751'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (SQ)
 KV1751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1683 ***********************************************************************
 KV1683  DESIGNATION -  H 269 PADH
 KV1683  PID         -  KV1683
 KV1683  STATE/COUNTY-  PA/NORTHAMPTON
 KV1683  USGS QUAD   -  EASTON (1994)
 KV1683
 KV1683                         *CURRENT SURVEY CONTROL
 KV1683  ___________________________________________________________________
 KV1683* NAD 83(1986)-  40 41 47.     (N)    075 12 54.     (W)     SCALED    
 KV1683* NAVD 88     -        69.796  (meters)     228.99   (feet)  ADJUSTED  
 KV1683  ___________________________________________________________________
 KV1683  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 KV1683  DYNAMIC HT  -          69.763 (meters)     228.88  (feet)  COMP
 KV1683  MODELED GRAV-     980,156.2   (mgal)                       NAVD 88
 KV1683
 KV1683  VERT ORDER  -  SECOND    CLASS 0
 KV1683
 KV1683.The horizontal coordinates were scaled from a topographic map and have
 KV1683.an estimated accuracy of +/- 6 seconds.
 KV1683
 KV1683.The orthometric height was determined by differential leveling
 KV1683.and adjusted by the National Geodetic Survey in June 1991..
 KV1683
 KV1683.The geoid height was determined by GEOID03.
 KV1683
 KV1683.The dynamic height is computed by dividing the NAVD 88
 KV1683.geopotential number by the normal gravity value computed on the
 KV1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1683.degrees latitude (g = 980.6199 gals.).
 KV1683
 KV1683.The modeled gravity was interpolated from observed gravity values.
 KV1683
 KV1683;                    North         East    Units  Estimated Accuracy
 KV1683;SPC PA S     -   154,420.      814,220.      MT  (+/- 180 meters Scaled)
 KV1683
 KV1683                          SUPERSEDED SURVEY CONTROL
 KV1683
 KV1683  NGVD 29 (??/??/??)   70.008  (m)          229.68   (f) ADJUSTED    2 0
 KV1683
 KV1683.Superseded values are not recommended for survey control.
 KV1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1683.See file dsdata.txt to determine how the superseded data were derived.
 KV1683
 KV1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL818050(NAD 83)
 KV1683_MARKER: DD = SURVEY DISK
 KV1683_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1683_SP_SET: BRIDGE
 KV1683_STAMPING: H 269 1960
 KV1683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1683
 KV1683  HISTORY     - Date     Condition        Report By
 KV1683  HISTORY     - 1960     MONUMENTED       PADH
 KV1683  HISTORY     - 1961     GOOD             CGS
 KV1683  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 KV1683  HISTORY     - 20040222 MARK NOT FOUND   USPSQD
 KV1683
 KV1683                          STATION DESCRIPTION
 KV1683
 KV1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV1683'0.7 MI NW FROM EASTON.
 KV1683'0.7 MILE NORTH WEST FROM WHERE U.S. HY. 22 GOES OVER 3RD. ST.
 KV1683'IN EASTON, SET IN THE TOP OF THE SOUTH EAST WINGWALL OF CONCRETE
 KV1683'BRIDGE OVER BUSHKILL CREEK, 18.5 FEET WEST OF THE CENTERLINE OF
 KV1683'THE EAST BOUND LANE, 33 FEET NORTH EAST OF THE CENTERLINE OF HY.
 KV1683'22, 39 FEET NORTH WEST OF METAL LIGHT POLE, ABOUT 1 FOOT ABOVE
 KV1683'THE LEVEL OF THE HIGHWAY, PENNSYLVANIA DEPARTMENT OF HIGHWAYS
 KV1683'DISK DRILLED IN HORIZONTAL, STAMPED H 269 1960.
 KV1683
 KV1683                          STATION RECOVERY (1995)
 KV1683
 KV1683'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1683'MARK NOT FOUND.
 KV1683
 KV1683                          STATION RECOVERY (2004)
 KV1683
 KV1683'RECOVERY NOTE BY US POWER SQUADRON 2004 (GEK)
 KV1683'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0001 ***********************************************************************
 MA0001  DESIGNATION -  H 27
 MA0001  PID         -  MA0001
 MA0001  STATE/COUNTY-  PA/POTTER
 MA0001  USGS QUAD   -  WHARTON (1971)
 MA0001
 MA0001                         *CURRENT SURVEY CONTROL
 MA0001  ___________________________________________________________________
 MA0001* NAD 83(1986)-  41 30 49.     (N)    078 02 45.     (W)     SCALED    
 MA0001* NAVD 88     -       323.357  (meters)    1060.88   (feet)  ADJUSTED  
 MA0001  ___________________________________________________________________
 MA0001  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 MA0001  DYNAMIC HT  -         323.214 (meters)    1060.41  (feet)  COMP
 MA0001  MODELED GRAV-     980,172.3   (mgal)                       NAVD 88
 MA0001
 MA0001  VERT ORDER  -  SECOND    CLASS 0
 MA0001
 MA0001.The horizontal coordinates were scaled from a topographic map and have
 MA0001.an estimated accuracy of +/- 6 seconds.
 MA0001
 MA0001.The orthometric height was determined by differential leveling
 MA0001.and adjusted by the National Geodetic Survey in June 1991..
 MA0001
 MA0001.The geoid height was determined by GEOID03.
 MA0001
 MA0001.The dynamic height is computed by dividing the NAVD 88
 MA0001.geopotential number by the normal gravity value computed on the
 MA0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0001.degrees latitude (g = 980.6199 gals.).
 MA0001
 MA0001.The modeled gravity was interpolated from observed gravity values.
 MA0001
 MA0001;                    North         East    Units  Estimated Accuracy
 MA0001;SPC PA N     -   149,630.      575,310.      MT  (+/- 180 meters Scaled)
 MA0001
 MA0001                          SUPERSEDED SURVEY CONTROL
 MA0001
 MA0001  NGVD 29 (??/??/92)  323.511  (m)         1061.39   (f) ADJ UNCH    2 0
 MA0001
 MA0001.Superseded values are not recommended for survey control.
 MA0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0001.See file dsdata.txt to determine how the superseded data were derived.
 MA0001
 MA0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF465999(NAD 83)
 MA0001_MARKER: DB = BENCH MARK DISK
 MA0001_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0001_SP_SET: ABUTMENT
 MA0001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0001
 MA0001  HISTORY     - Date     Condition        Report By
 MA0001  HISTORY     - UNK      MONUMENTED       CGS
 MA0001  HISTORY     - 1934     GOOD             NGS
 MA0001
 MA0001                          STATION DESCRIPTION
 MA0001
 MA0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0001'2 MI S FROM WHARTON.
 MA0001'2 MILES SOUTH ALONG THE ABANDONED BALTIMORE AND OHIO RAILROAD
 MA0001'FROM WHARTON, POTTER COUNTY, ON THE WEST END OF THE SOUTH
 MA0001'ABUTMENT OF THE HIGHWAY BRIDGE OVER THE MOUTH OF BAILEY RUN,
 MA0001'AND 7 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0850 ***********************************************************************
 JU0850  DESIGNATION -  H 270
 JU0850  PID         -  JU0850
 JU0850  STATE/COUNTY-  PA/DELAWARE
 JU0850  USGS QUAD   -  LANSDOWNE (1994)
 JU0850
 JU0850                         *CURRENT SURVEY CONTROL
 JU0850  ___________________________________________________________________
 JU0850* NAD 83(1986)-  39 56 16.     (N)    075 21 02.     (W)     SCALED    
 JU0850* NAVD 88     -        93.577  (meters)     307.01   (feet)  ADJUSTED  
 JU0850  ___________________________________________________________________
 JU0850  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JU0850  DYNAMIC HT  -          93.534 (meters)     306.87  (feet)  COMP
 JU0850  MODELED GRAV-     980,167.0   (mgal)                       NAVD 88
 JU0850
 JU0850  VERT ORDER  -  SECOND    CLASS 0
 JU0850
 JU0850.The horizontal coordinates were scaled from a topographic map and have
 JU0850.an estimated accuracy of +/- 6 seconds.
 JU0850
 JU0850.The orthometric height was determined by differential leveling
 JU0850.and adjusted by the National Geodetic Survey in June 1991..
 JU0850
 JU0850.The geoid height was determined by GEOID03.
 JU0850
 JU0850.The dynamic height is computed by dividing the NAVD 88
 JU0850.geopotential number by the normal gravity value computed on the
 JU0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0850.degrees latitude (g = 980.6199 gals.).
 JU0850
 JU0850.The modeled gravity was interpolated from observed gravity values.
 JU0850
 JU0850;                    North         East    Units  Estimated Accuracy
 JU0850;SPC PA S     -    69,900.      805,060.      MT  (+/- 180 meters Scaled)
 JU0850
 JU0850                          SUPERSEDED SURVEY CONTROL
 JU0850
 JU0850  NGVD 29 (??/??/??)   93.917  (m)          308.13   (f) ADJUSTED    2 0
 JU0850
 JU0850.Superseded values are not recommended for survey control.
 JU0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0850.See file dsdata.txt to determine how the superseded data were derived.
 JU0850
 JU0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK700209(NAD 83)
 JU0850_MARKER: DB = BENCH MARK DISK
 JU0850_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0850_SP_SET: TRAFFIC ISLAND
 JU0850_STAMPING: H 270 1961
 JU0850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0850
 JU0850  HISTORY     - Date     Condition        Report By
 JU0850  HISTORY     - 1961     MONUMENTED       CGS
 JU0850  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU0850  HISTORY     - 20001118 MARK NOT FOUND   USPSQD
 JU0850
 JU0850                          STATION DESCRIPTION
 JU0850
 JU0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0850'IN SPRINGFIELD.
 JU0850'LOCATED AT THE JUNCTION OF STATE HY. 320 AND U.S. 1 IN SPRINGFIELD
 JU0850'AT THE SPRINGFIELD SHOPPING CENTER, DISK IS SET IN THE EAST END
 JU0850'OF THE TRIANGLE SHAPED TRAFFIC ISLAND WHICH SEPARATES FEED LANE
 JU0850'FROM STATE 320 TO U.S. 1 ON THE SHOPPING CENTER CORNER.  48
 JU0850'FEET EAST OF THE TRAFFIC LIGHT IN THE TRIANGLE ISLAND, 50 FEET
 JU0850'SOUTH OF THE CENTERLINE OF U.S. 1, APPROX. 100 FEET EAST OF THE
 JU0850'CENTERLINE OF STATE 320, 12 FEET NORTH OF THE CENTERLINE OF THE
 JU0850'FEED LANE, ABOUT 1 FOOT ABOVE ALL STREETS.  STANDARD BENCH MARK
 JU0850'DISK DRILLED IN HORIZONTAL.  STAMPED H 270 1961.
 JU0850
 JU0850                          STATION RECOVERY (1984)
 JU0850
 JU0850'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0850'MARK NOT FOUND.
 JU0850
 JU0850                          STATION RECOVERY (2000)
 JU0850
 JU0850'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU0850'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0098 ***********************************************************************
 MB0098  DESIGNATION -  H 271
 MB0098  PID         -  MB0098
 MB0098  STATE/COUNTY-  PA/CRAWFORD
 MB0098  USGS QUAD   -  MEADVILLE (1990)
 MB0098
 MB0098                         *CURRENT SURVEY CONTROL
 MB0098  ___________________________________________________________________
 MB0098* NAD 83(1986)-  41 40 54.     (N)    080 12 36.     (W)     SCALED    
 MB0098* NAVD 88     -       333.955  (meters)    1095.65   (feet)  ADJUSTED  
 MB0098  ___________________________________________________________________
 MB0098  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 MB0098  DYNAMIC HT  -         333.817 (meters)    1095.20  (feet)  COMP
 MB0098  MODELED GRAV-     980,202.1   (mgal)                       NAVD 88
 MB0098
 MB0098  VERT ORDER  -  SECOND    CLASS 0
 MB0098
 MB0098.The horizontal coordinates were scaled from a topographic map and have
 MB0098.an estimated accuracy of +/- 6 seconds.
 MB0098
 MB0098.The orthometric height was determined by differential leveling
 MB0098.and adjusted by the National Geodetic Survey in June 1991..
 MB0098
 MB0098.The geoid height was determined by GEOID03.
 MB0098
 MB0098.The dynamic height is computed by dividing the NAVD 88
 MB0098.geopotential number by the normal gravity value computed on the
 MB0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0098.degrees latitude (g = 980.6199 gals.).
 MB0098
 MB0098.The modeled gravity was interpolated from observed gravity values.
 MB0098
 MB0098;                    North         East    Units  Estimated Accuracy
 MB0098;SPC PA N     -   171,160.      395,210.      MT  (+/- 180 meters Scaled)
 MB0098
 MB0098                          SUPERSEDED SURVEY CONTROL
 MB0098
 MB0098  NGVD 29 (??/??/92)  334.124  (m)         1096.21   (f) ADJ UNCH    2 0
 MB0098
 MB0098.Superseded values are not recommended for survey control.
 MB0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0098.See file dsdata.txt to determine how the superseded data were derived.
 MB0098
 MB0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG657147(NAD 83)
 MB0098_MARKER: DB = BENCH MARK DISK
 MB0098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0098_SP_SET: CULVERT
 MB0098_STAMPING: H 271 1961
 MB0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0098
 MB0098  HISTORY     - Date     Condition        Report By
 MB0098  HISTORY     - 1961     MONUMENTED       CGS
 MB0098
 MB0098                          STATION DESCRIPTION
 MB0098
 MB0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0098'5.6 MI SW FROM SAEGERTOWN.
 MB0098'ABOUT 0.2 MILE NORTH ALONG U.S. HIGHWAY 19 FROM THE POSTOFFICE
 MB0098'IN SAEGERTOWN, THENCE 2.8 MILES WEST ALONG COUNTY HIGHWAY 20054,
 MB0098'THENCE 2.4 MILES SOUTH ALONG TOWNSHIP ROAD 520, THENCE 0.8 MILE
 MB0098'WEST ALONG TOWNSHIP ROAD 649, THENCE 0.62 MILE SOUTH ALONG
 MB0098'TOWNSHIP ROAD 516, 15.0 FEET NORTHEAST OF TELEPHONE POLE NO. 21,
 MB0098'10.0 FEET WEST OF THE CENTERLINE OF A NORTH AND SOUTH GRAVELED
 MB0098'ROAD AND 1.0 FOOT BELOW THE LEVEL OF THE ROAD.  SET IN TOP OR
 MB0098'THE WEST HEADWALL OF A 6.0 FOOT WIDE BOX CULVERT OVER A SMALL
 MB0098'STREAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0139 ***********************************************************************
 MB0139  DESIGNATION -  H 272
 MB0139  PID         -  MB0139
 MB0139  STATE/COUNTY-  PA/ERIE
 MB0139  USGS QUAD   -  EDINBORO NORTH (1977)
 MB0139
 MB0139                         *CURRENT SURVEY CONTROL
 MB0139  ___________________________________________________________________
 MB0139* NAD 83(1986)-  41 54 24.     (N)    080 09 53.     (W)     SCALED    
 MB0139* NAVD 88     -       377.799  (meters)    1239.50   (feet)  ADJUSTED  
 MB0139  ___________________________________________________________________
 MB0139  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 MB0139  DYNAMIC HT  -         377.649 (meters)    1239.00  (feet)  COMP
 MB0139  MODELED GRAV-     980,215.7   (mgal)                       NAVD 88
 MB0139
 MB0139  VERT ORDER  -  SECOND    CLASS 0
 MB0139
 MB0139.The horizontal coordinates were scaled from a topographic map and have
 MB0139.an estimated accuracy of +/- 6 seconds.
 MB0139
 MB0139.The orthometric height was determined by differential leveling
 MB0139.and adjusted by the National Geodetic Survey in June 1991..
 MB0139
 MB0139.The geoid height was determined by GEOID03.
 MB0139
 MB0139.The dynamic height is computed by dividing the NAVD 88
 MB0139.geopotential number by the normal gravity value computed on the
 MB0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0139.degrees latitude (g = 980.6199 gals.).
 MB0139
 MB0139.The modeled gravity was interpolated from observed gravity values.
 MB0139
 MB0139;                    North         East    Units  Estimated Accuracy
 MB0139;SPC PA N     -   196,030.      399,670.      MT  (+/- 180 meters Scaled)
 MB0139
 MB0139                          SUPERSEDED SURVEY CONTROL
 MB0139
 MB0139  NGVD 29 (??/??/92)  377.976  (m)         1240.08   (f) ADJ UNCH    2 0
 MB0139
 MB0139.Superseded values are not recommended for survey control.
 MB0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0139.See file dsdata.txt to determine how the superseded data were derived.
 MB0139
 MB0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG692397(NAD 83)
 MB0139_MARKER: DB = BENCH MARK DISK
 MB0139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0139_SP_SET: CULVERT
 MB0139_STAMPING: H 272 1961
 MB0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0139
 MB0139  HISTORY     - Date     Condition        Report By
 MB0139  HISTORY     - 1961     MONUMENTED       CGS
 MB0139
 MB0139                          STATION DESCRIPTION
 MB0139
 MB0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0139'4 MI NW FROM EDINBORO.
 MB0139'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 99 TO THE JUNCTION OF
 MB0139'U.S. HIGHWAY 6 NORTH FROM THE POST OFFICE IN EDINBORO, THENCE
 MB0139'2.0 MILES WEST ALONG U.S. HIGHWAY 6N, THENCE 2.75 MILES NORTH
 MB0139'ALONG TOWNSHIP ROAD 448, 10.0 FEET WEST OF THE CENTERLINE OF
 MB0139'TOWNSHIP ROAD 448 AND 2.2 FEET NORTHEAST OF THE NORTH END OF THE
 MB0139'EAST BANISTER.  SET IN A DRILL HOLE IN TOP OF THE NORTHEAST
 MB0139'WINGWALL OF A 30.0 FOOT WIDE AND 20.0 FOOT ARCHED CONCRETE
 MB0139'CULVERT UNDER TOWNSHIP ROAD 448 AND OVER SHENANGO CREEK AND IS
 MB0139'ABOUT 12 INCHES BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0171 ***********************************************************************
 MB0171  DESIGNATION -  H 273
 MB0171  PID         -  MB0171
 MB0171  STATE/COUNTY-  PA/ERIE
 MB0171  USGS QUAD   -  EAST SPRINGFIELD (1990)
 MB0171
 MB0171                         *CURRENT SURVEY CONTROL
 MB0171  ___________________________________________________________________
 MB0171* NAD 83(1992)-  41 56 53.24643(N)    080 22 47.79151(W)     ADJUSTED  
 MB0171* NAVD 88     -       262.399  (meters)     860.89   (feet)  ADJUSTED  
 MB0171  ___________________________________________________________________
 MB0171  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 MB0171  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 MB0171  DYNAMIC HT  -         262.302 (meters)     860.57  (feet)  COMP
 MB0171  MODELED GRAV-     980,247.0   (mgal)                       NAVD 88
 MB0171
 MB0171  HORZ ORDER  -  SECOND
 MB0171  VERT ORDER  -  SECOND    CLASS 0
 MB0171
 MB0171.The horizontal coordinates were established by classical geodetic methods
 MB0171.and adjusted by the National Geodetic Survey in June 2002..
 MB0171
 MB0171.The orthometric height was determined by differential leveling
 MB0171.and adjusted by the National Geodetic Survey in June 1991..
 MB0171
 MB0171.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB0171
 MB0171.The geoid height was determined by GEOID03.
 MB0171
 MB0171.The dynamic height is computed by dividing the NAVD 88
 MB0171.geopotential number by the normal gravity value computed on the
 MB0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0171.degrees latitude (g = 980.6199 gals.).
 MB0171
 MB0171.The modeled gravity was interpolated from observed gravity values.
 MB0171
 MB0171;                    North         East     Units Scale Factor Converg.
 MB0171;SPC PA N     -   201,153.672   381,963.988   MT  0.99999970   -1 44 23.3
 MB0171;SPC PA N     -   659,951.67  1,253,160.18   sFT  0.99999970   -1 44 23.3
 MB0171;UTM  17      - 4,644,202.415   551,393.517   MT  0.99963250   +0 24 52.2
 MB0171
 MB0171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB0171!SPC PA N     -   0.99996426  x   0.99999970  =   0.99996396
 MB0171!UTM  17      -   0.99996426  x   0.99963250  =   0.99959678
 MB0171
 MB0171                          SUPERSEDED SURVEY CONTROL
 MB0171
 MB0171  NAD 83(1995)-  41 56 53.24729(N)    080 22 47.79173(W) AD(       ) 2
 MB0171  NAD 83(1986)-  41 56 53.25021(N)    080 22 47.79243(W) AD(       ) 2
 MB0171  NAD 27      -  41 56 53.04720(N)    080 22 48.55730(W) AD(       ) 2
 MB0171  NGVD 29 (??/??/92)  262.582  (m)          861.49   (f) ADJ UNCH    2 0
 MB0171
 MB0171.Superseded values are not recommended for survey control.
 MB0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0171.See file dsdata.txt to determine how the superseded data were derived.
 MB0171
 MB0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG5139444202(NAD 83)
 MB0171_MARKER: DD = SURVEY DISK
 MB0171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0171_SP_SET: BRIDGE BUMPER CURB
 MB0171_STAMPING: H 273
 MB0171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0171
 MB0171  HISTORY     - Date     Condition        Report By
 MB0171  HISTORY     - 1961     MONUMENTED       CGS
 MB0171  HISTORY     - 1961     GOOD             NGS
 MB0171
 MB0171                          STATION DESCRIPTION
 MB0171
 MB0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0171'SEE STATION DON
 MB0171
 MB0171                          STATION RECOVERY (1961)
 MB0171
 MB0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 MB0171'5.1 MI SE FROM WEST SPRINGFIELD.
 MB0171'ABOUT 0.35 MILE EAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE
 MB0171'IN WEST SPRINGFIELD TO THE JUNCTION OF U.S. HIGHWAY 6 NORTH AND
 MB0171'20, THENCE 0.6 MILE SOUTH ALONG U.S. HIGHWAY 6N TO THE
 MB0171'INTERCHANGE BRIDGE, THENCE 4.15 MILES EAST ALONG INTERSTATE
 MB0171'HIGHWAY 90, 23.0 FEET SOUTH OF THE EAST BOUND TRAFFIC LANE OF
 MB0171'INTERSTATE HIGHWAY 90 AND 6 INCHES EAST OF THE SOUTHEAST CORNER
 MB0171'OF A CONCRETE OVER PASS BRIDGE OVER A RAILROAD.  SET IN TOP
 MB0171'OF THE EAST END OF THE SOUTH BUMPER CURBING OF A CONCRETE
 MB0171'OVERPASS BRIDGE OVER A RAILROAD AND ABOUT 10 INCHES ABOVE
 MB0171'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1739 ***********************************************************************
 MB1739  DESIGNATION -  H 273 RESET
 MB1739  PID         -  MB1739
 MB1739  STATE/COUNTY-  PA/ERIE
 MB1739  USGS QUAD   -  EAST SPRINGFIELD (1990)
 MB1739
 MB1739                         *CURRENT SURVEY CONTROL
 MB1739  ___________________________________________________________________
 MB1739* NAD 83(1986)-  41 56 54.     (N)    080 22 47.     (W)     SCALED    
 MB1739* NAVD 88     -       263.10   (+/-2cm)     863.2    (feet)  VERTCON   
 MB1739  ___________________________________________________________________
 MB1739  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 MB1739
 MB1739  VERT ORDER  -  THIRD (See Below)
 MB1739
 MB1739.The horizontal coordinates were scaled from a topographic map and have
 MB1739.an estimated accuracy of +/- 6 seconds.
 MB1739
 MB1739.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1739.The vertical order pertains to the NGVD 29 superseded value.
 MB1739
 MB1739.The geoid height was determined by GEOID03.
 MB1739
 MB1739;                    North         East    Units  Estimated Accuracy
 MB1739;SPC PA N     -   201,180.      381,980.      MT  (+/- 180 meters Scaled)
 MB1739
 MB1739                          SUPERSEDED SURVEY CONTROL
 MB1739
 MB1739  NGVD 29 (02/24/03)  263.28   (m)          863.8    (f) RESET       3  
 MB1739
 MB1739.Superseded values are not recommended for survey control.
 MB1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1739.See file dsdata.txt to determine how the superseded data were derived.
 MB1739
 MB1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG514442(NAD 83)
 MB1739_MARKER: DD = SURVEY DISK
 MB1739_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MB1739_SP_SET: RAIL
 MB1739_STAMPING: H 273 RESET 1975
 MB1739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1739+STABILITY: SURFACE MOTION
 MB1739
 MB1739  HISTORY     - Date     Condition        Report By
 MB1739  HISTORY     - 1975     MONUMENTED       PADT
 MB1739
 MB1739                          STATION DESCRIPTION
 MB1739
 MB1739'DESCRIBED BY PA DEPT OF TRANSP 1975
 MB1739'2.0 MI ESE FROM EAST SPRINGFIELD.
 MB1739'3.5 MILES SOUTHWEST OF GIRARD, 2.0 MILES EAST-SOUTHEAST OF EAST
 MB1739'SPRINGFIELD AND IN THE SOUTHWEST BUMPER GUARD ON THE SOUTH SIDE
 MB1739'OF A BRIDGE FOR THE EASTBOUND LANE OF INTERSTATE HIGHWAY 90,
 MB1739'1.25 MILES EAST ALONG INTERSTATE HIGHWAY 90 FROM THE INTERSECTION
 MB1739'OF I 90 AND STATE HIGHWAY 215,  A PADT DISK, 23.4
 MB1739'FEET SOUTHEAST OF THE CENTER OF THE EASTBOUND LANE, 12.0 FEET
 MB1739'SOUTHWEST OF THE MOST WEST EXPANSION JOINT AND 2.9 FEET NORTHEAST OF
 MB1739'THE MOST SOUTHWEST BANISTER  OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0075 ***********************************************************************
 ND0075  DESIGNATION -  H 274
 ND0075  PID         -  ND0075
 ND0075  STATE/COUNTY-  PA/ERIE
 ND0075  USGS QUAD   -  ERIE SOUTH (1996)
 ND0075
 ND0075                         *CURRENT SURVEY CONTROL
 ND0075  ___________________________________________________________________
 ND0075* NAD 83(1986)-  42 04 56.     (N)    080 01 18.     (W)     SCALED    
 ND0075* NAVD 88     -       357.894  (meters)    1174.19   (feet)  ADJUSTED  
 ND0075  ___________________________________________________________________
 ND0075  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 ND0075  DYNAMIC HT  -         357.761 (meters)    1173.75  (feet)  COMP
 ND0075  MODELED GRAV-     980,239.5   (mgal)                       NAVD 88
 ND0075
 ND0075  VERT ORDER  -  SECOND    CLASS 0
 ND0075
 ND0075.The horizontal coordinates were scaled from a topographic map and have
 ND0075.an estimated accuracy of +/- 6 seconds.
 ND0075
 ND0075.The orthometric height was determined by differential leveling
 ND0075.and adjusted by the National Geodetic Survey in June 1991..
 ND0075
 ND0075.The geoid height was determined by GEOID03.
 ND0075
 ND0075.The dynamic height is computed by dividing the NAVD 88
 ND0075.geopotential number by the normal gravity value computed on the
 ND0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0075.degrees latitude (g = 980.6199 gals.).
 ND0075
 ND0075.The modeled gravity was interpolated from observed gravity values.
 ND0075
 ND0075;                    North         East    Units  Estimated Accuracy
 ND0075;SPC PA N     -   215,200.      412,050.      MT  (+/- 180 meters Scaled)
 ND0075
 ND0075                          SUPERSEDED SURVEY CONTROL
 ND0075
 ND0075  NGVD 29 (??/??/92)  358.110  (m)         1174.90   (f) ADJ UNCH    2 0
 ND0075
 ND0075.Superseded values are not recommended for survey control.
 ND0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0075.See file dsdata.txt to determine how the superseded data were derived.
 ND0075
 ND0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG809593(NAD 83)
 ND0075_MARKER: DB = BENCH MARK DISK
 ND0075_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ND0075_SP_SET: BRIDGE
 ND0075_STAMPING: H 274
 ND0075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0075
 ND0075  HISTORY     - Date     Condition        Report By
 ND0075  HISTORY     - UNK      MONUMENTED       CGS
 ND0075  HISTORY     - 1961     GOOD             NGS
 ND0075
 ND0075                          STATION DESCRIPTION
 ND0075
 ND0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ND0075'6.95 MI SW FROM ERIE.
 ND0075'ABOUT 3.0 MILES SOUTH OF ERIE CITY LIMITS ALONG U.S. HIGHWAY 19
 ND0075'TO JUNCTION OF INTERSTATE HIGHWAY 90 AND U.S. HIGHWAY 19, THENCE
 ND0075'EAST ALONG INTERSTATE HIGHWAY 90 FOR 3.95 MILES, 16.0 FEET EAST
 ND0075'OF THE CENTERLINE OF A BLACKTOP ROAD. IT IS SET IN THE BUMPER
 ND0075'CURBING AT THE SOUTHEAST CORNER OF A 230 FOOT LONG BRIDGE OVER
 ND0075'INTERSTATE HIGHWAY 90, ABOUT THE SAME LEVEL AS THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0043 ***********************************************************************
 ND0043  DESIGNATION -  H 275
 ND0043  PID         -  ND0043
 ND0043  STATE/COUNTY-  PA/ERIE
 ND0043  USGS QUAD   -  SWANVILLE (1990)
 ND0043
 ND0043                         *CURRENT SURVEY CONTROL
 ND0043  ___________________________________________________________________
 ND0043* NAD 83(1986)-  42 01 13.     (N)    080 10 27.     (W)     SCALED    
 ND0043* NAVD 88     -       293.171  (meters)     961.85   (feet)  ADJUSTED  
 ND0043  ___________________________________________________________________
 ND0043  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 ND0043  DYNAMIC HT  -         293.062 (meters)     961.49  (feet)  COMP
 ND0043  MODELED GRAV-     980,242.2   (mgal)                       NAVD 88
 ND0043
 ND0043  VERT ORDER  -  SECOND    CLASS 0
 ND0043
 ND0043.The horizontal coordinates were scaled from a topographic map and have
 ND0043.an estimated accuracy of +/- 6 seconds.
 ND0043
 ND0043.The orthometric height was determined by differential leveling
 ND0043.and adjusted by the National Geodetic Survey in June 1991..
 ND0043
 ND0043.The geoid height was determined by GEOID03.
 ND0043
 ND0043.The dynamic height is computed by dividing the NAVD 88
 ND0043.geopotential number by the normal gravity value computed on the
 ND0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0043.degrees latitude (g = 980.6199 gals.).
 ND0043
 ND0043.The modeled gravity was interpolated from observed gravity values.
 ND0043
 ND0043;                    North         East    Units  Estimated Accuracy
 ND0043;SPC PA N     -   208,670.      399,240.      MT  (+/- 180 meters Scaled)
 ND0043
 ND0043                          SUPERSEDED SURVEY CONTROL
 ND0043
 ND0043  NGVD 29 (??/??/92)  293.364  (m)          962.48   (f) ADJ UNCH    2 0
 ND0043
 ND0043.Superseded values are not recommended for survey control.
 ND0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0043.See file dsdata.txt to determine how the superseded data were derived.
 ND0043
 ND0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG683523(NAD 83)
 ND0043_MARKER: DZ = AZIMUTH MARK DISK
 ND0043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ND0043_SP_SET: CULVERT
 ND0043_STAMPING: H 275 1961
 ND0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ND0043
 ND0043  HISTORY     - Date     Condition        Report By
 ND0043  HISTORY     - 1961     MONUMENTED       CGS
 ND0043  HISTORY     - 1977     GOOD             NGS
 ND0043
 ND0043                          STATION DESCRIPTION
 ND0043
 ND0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 ND0043'5.92 MI SE FROM FAIRVIEW.
 ND0043'ABOUT 0.1 MILE EAST ALONG U.S. HIGHWAY 20 TO THE INTERSECTION OF
 ND0043'STATE HIGHWAY 98 FROM THE POST OFFICE IN FAIRVIEW, THENCE 2.0 MILES
 ND0043'SOUTH ALONG STATE HIGHWAY 98 TO THE INTERCHANGE BRIDGE OVER
 ND0043'INTERSTATE HIGHWAY 90, THENCE 3.51 MILES EAST ALONG INTERSTATE
 ND0043'HIGHWAY 90, 2.3 FEET WEST OF A STANDARD METAL WITNESS POST, 50.0
 ND0043'FEET SOUTH OF THE EAST BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY
 ND0043'90, 3.0 FEET EAST OF THE EAST END OF CULVERT, 3.0 FEET LOWER THAN
 ND0043'HIGHWAY.
 ND0043'NOTE--.25 MILES SW OF A BENCH MARK Y 272 RESET.
 ND0043
 ND0043                          STATION RECOVERY (1977)
 ND0043
 ND0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 ND0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0894 ***********************************************************************
 JU0894  DESIGNATION -  H 276
 JU0894  PID         -  JU0894
 JU0894  STATE/COUNTY-  PA/DELAWARE
 JU0894  USGS QUAD   -  WOODBURY (1995)
 JU0894
 JU0894                         *CURRENT SURVEY CONTROL
 JU0894  ___________________________________________________________________
 JU0894* NAD 83(1986)-  39 52 27.     (N)    075 13 19.     (W)     SCALED    
 JU0894* NAVD 88     -         2.378  (meters)       7.80   (feet)  ADJUSTED  
 JU0894  ___________________________________________________________________
 JU0894  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JU0894  DYNAMIC HT  -           2.377 (meters)       7.80  (feet)  COMP
 JU0894  MODELED GRAV-     980,180.9   (mgal)                       NAVD 88
 JU0894
 JU0894  VERT ORDER  -  SECOND    CLASS 0
 JU0894
 JU0894.The horizontal coordinates were scaled from a topographic map and have
 JU0894.an estimated accuracy of +/- 6 seconds.
 JU0894
 JU0894.The orthometric height was determined by differential leveling
 JU0894.and adjusted by the National Geodetic Survey in June 1991..
 JU0894
 JU0894.The geoid height was determined by GEOID03.
 JU0894
 JU0894.The dynamic height is computed by dividing the NAVD 88
 JU0894.geopotential number by the normal gravity value computed on the
 JU0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0894.degrees latitude (g = 980.6199 gals.).
 JU0894
 JU0894.The modeled gravity was interpolated from observed gravity values.
 JU0894
 JU0894;                    North         East    Units  Estimated Accuracy
 JU0894;SPC PA S     -    63,150.      816,250.      MT  (+/- 180 meters Scaled)
 JU0894
 JU0894                          SUPERSEDED SURVEY CONTROL
 JU0894
 JU0894  NGVD 29 (??/??/??)    2.739  (m)            8.99   (f) ADJUSTED    2 0
 JU0894
 JU0894.Superseded values are not recommended for survey control.
 JU0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0894.See file dsdata.txt to determine how the superseded data were derived.
 JU0894
 JU0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK810138(NAD 83)
 JU0894_MARKER: DB = BENCH MARK DISK
 JU0894_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0894_SP_SET: CON FOUNDATION
 JU0894_STAMPING: H 276 1961
 JU0894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0894
 JU0894  HISTORY     - Date     Condition        Report By
 JU0894  HISTORY     - 1961     MONUMENTED       CGS
 JU0894  HISTORY     - 1968     GOOD             CGS
 JU0894  HISTORY     - 1973     GOOD             NGS
 JU0894
 JU0894                          STATION DESCRIPTION
 JU0894
 JU0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 JU0894'AT PHILADELPHIA.
 JU0894'THE ROAD ALONG THE EAST SIDE OF THE AIRPORT HAS BEEN RE-LOCATED.
 JU0894'REVISED DESCRIPTION FOLLOWS-- LOCATED NEAR THE SOUTHEAST CORNER
 JU0894'OF PHILADELPHIA INTERNATIONAL AIRPORT, NEAR THE END OF RUNWAY 27,
 JU0894'ABOUT 200 FEET WESTERLY OF THE INTERSECTION OF THE ROAD AROUND
 JU0894'THE SOUTH SIDE OF THE AIRPORT AND A ROAD LEADING SOUTH TO FT.
 JU0894'MIFFLIN TERMINAL, MARK IS SET IN THE TOP AND NORTHWEST CORNER
 JU0894'OF A FOUNDATION WITH A MANHOLE COVER, 1.5 FEET NORTHEAST OF THE
 JU0894'SOUTHWEST SIDE, 1.5 FEET SOUTHEAST OF THE NORTHWEST SIDE, 75
 JU0894'FEET SOUTH OF THE CENTER GATE POST IN THE FENCE AROUND THE
 JU0894'AIRPORT, 45 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD TO
 JU0894'FT. MIFFLIN TERMINAL, 36 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 JU0894'AN ABANDONED RAILROAD AND 31 FEET SOUTHEAST OF THE CENTERLINE OF
 JU0894'THE ROAD AROUND THE SOUTH SIDE OF THE AIRPORT.  A STANDARD
 JU0894'BENCH MARK DISK STAMPED H 276 1961 SET IN A DRILL HOLE IN THE
 JU0894'CONCRETE FOUNDATION.
 JU0894
 JU0894                          STATION RECOVERY (1973)
 JU0894
 JU0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JU0894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0813 ***********************************************************************
 JU0813  DESIGNATION -  H 277 PADH
 JU0813  PID         -  JU0813
 JU0813  STATE/COUNTY-  PA/DELAWARE
 JU0813  USGS QUAD   -  BRIDGEPORT (1995)
 JU0813
 JU0813                         *CURRENT SURVEY CONTROL
 JU0813  ___________________________________________________________________
 JU0813* NAD 83(1986)-  39 52 16.     (N)    075 19 55.     (W)     SCALED    
 JU0813* NAVD 88     -         9.875  (meters)      32.40   (feet)  ADJUSTED  
 JU0813  ___________________________________________________________________
 JU0813  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU0813  DYNAMIC HT  -           9.870 (meters)      32.38  (feet)  COMP
 JU0813  MODELED GRAV-     980,172.9   (mgal)                       NAVD 88
 JU0813
 JU0813  VERT ORDER  -  SECOND    CLASS 0
 JU0813
 JU0813.The horizontal coordinates were scaled from a topographic map and have
 JU0813.an estimated accuracy of +/- 6 seconds.
 JU0813
 JU0813.The orthometric height was determined by differential leveling
 JU0813.and adjusted by the National Geodetic Survey in June 1991..
 JU0813
 JU0813.The geoid height was determined by GEOID03.
 JU0813
 JU0813.The dynamic height is computed by dividing the NAVD 88
 JU0813.geopotential number by the normal gravity value computed on the
 JU0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0813.degrees latitude (g = 980.6199 gals.).
 JU0813
 JU0813.The modeled gravity was interpolated from observed gravity values.
 JU0813
 JU0813;                    North         East    Units  Estimated Accuracy
 JU0813;SPC PA S     -    62,540.      806,850.      MT  (+/- 180 meters Scaled)
 JU0813
 JU0813                          SUPERSEDED SURVEY CONTROL
 JU0813
 JU0813  NGVD 29 (??/??/??)   10.219  (m)           33.53   (f) ADJUSTED    2 0
 JU0813
 JU0813.Superseded values are not recommended for survey control.
 JU0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0813.See file dsdata.txt to determine how the superseded data were derived.
 JU0813
 JU0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK716135(NAD 83)
 JU0813_MARKER: DB = BENCH MARK DISK
 JU0813_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0813_SP_SET: WALL
 JU0813_STAMPING: H 277 1961
 JU0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0813
 JU0813  HISTORY     - Date     Condition        Report By
 JU0813  HISTORY     - 1961     MONUMENTED       PADH
 JU0813  HISTORY     - 1961     GOOD             CGS
 JU0813  HISTORY     - 19980313 GOOD             USPSQD
 JU0813
 JU0813                          STATION DESCRIPTION
 JU0813
 JU0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0813'AT CRUM LYNNE.
 JU0813'SET IN THE STEP LIKE RETAINING WALL ON THE NORTHWEST SIDE OF
 JU0813'CHESTER PIKE WHICH GOES UNDER THE PENNSYLVANIA RAILROAD AT THE
 JU0813'BM.  ABOUT 4 FEET ABOVE THE SIDEWALK ON THE NORTHWEST SIDE OF
 JU0813'CHESTER PIKE, 35 FEET NORTHWEST OF THE CENTERLINE OF CHESTER
 JU0813'PIKE.  THIS BM IS THE LINE JUNCTION.
 JU0813
 JU0813                          STATION RECOVERY (1998)
 JU0813
 JU0813'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU0813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1585 ***********************************************************************
 LY1585  DESIGNATION -  H 278
 LY1585  PID         -  LY1585
 LY1585  STATE/COUNTY-  PA/LACKAWANNA
 LY1585  USGS QUAD   -  SCRANTON (1994)
 LY1585
 LY1585                         *CURRENT SURVEY CONTROL
 LY1585  ___________________________________________________________________
 LY1585* NAD 83(1986)-  41 26 54.     (N)    075 38 05.     (W)     SCALED    
 LY1585* NAVD 88     -       233.087  (meters)     764.72   (feet)  ADJUSTED  
 LY1585  ___________________________________________________________________
 LY1585  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 LY1585  DYNAMIC HT  -         232.995 (meters)     764.42  (feet)  COMP
 LY1585  MODELED GRAV-     980,224.9   (mgal)                       NAVD 88
 LY1585
 LY1585  VERT ORDER  -  SECOND    CLASS 0
 LY1585
 LY1585.The horizontal coordinates were scaled from a topographic map and have
 LY1585.an estimated accuracy of +/- 6 seconds.
 LY1585
 LY1585.The orthometric height was determined by differential leveling
 LY1585.and adjusted by the National Geodetic Survey in June 1991..
 LY1585
 LY1585.The geoid height was determined by GEOID03.
 LY1585
 LY1585.The dynamic height is computed by dividing the NAVD 88
 LY1585.geopotential number by the normal gravity value computed on the
 LY1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1585.degrees latitude (g = 980.6199 gals.).
 LY1585
 LY1585.The modeled gravity was interpolated from observed gravity values.
 LY1585
 LY1585;                    North         East    Units  Estimated Accuracy
 LY1585;SPC PA N     -   144,490.      776,730.      MT  (+/- 180 meters Scaled)
 LY1585
 LY1585                          SUPERSEDED SURVEY CONTROL
 LY1585
 LY1585  NGVD 29 (??/??/92)  233.304  (m)          765.43   (f) ADJ UNCH    2 0
 LY1585
 LY1585.Superseded values are not recommended for survey control.
 LY1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1585.See file dsdata.txt to determine how the superseded data were derived.
 LY1585
 LY1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL469887(NAD 83)
 LY1585_MARKER: DD = SURVEY DISK
 LY1585_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1585_SP_SET: BRIDGE
 LY1585_STAMPING: H 278 1961
 LY1585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1585
 LY1585  HISTORY     - Date     Condition        Report By
 LY1585  HISTORY     - 1961     MONUMENTED       PADH
 LY1585  HISTORY     - 1961     GOOD             NGS
 LY1585  HISTORY     - 19990701 MARK NOT FOUND   PADT
 LY1585  HISTORY     - 20050519 POOR             PADT
 LY1585
 LY1585                          STATION DESCRIPTION
 LY1585
 LY1585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LY1585'0.2 MI S FROM DICKSON CITY.
 LY1585'0.25 MILE SOUTH ALONG SCRANTON BY-PASS FROM THE OVERPASS OVER
 LY1585'MAIN ST. IN DICKSON CITY, SET IN EAST END OF WINGWALL FOR OVERPASS
 LY1585'OVER RAILROAD, IN BRIDGE FOR NORTH BOUND TRAFFIC, 39 FEET
 LY1585'NORTH-NORTH EAST OF THE MEDIAN STRIP OF BRIDGES, PENNSYLVANIA
 LY1585'DEPARTMENT OF HIGHWAYS DISK DRILLED IN HORIZONTAL, STAMPED H 278
 LY1585'1961.
 LY1585
 LY1585                          STATION RECOVERY (1999)
 LY1585
 LY1585'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (JG)
 LY1585'MARK NOT FOUND.
 LY1585
 LY1585                          STATION RECOVERY (2005)
 LY1585
 LY1585'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (JMT)
 LY1585'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2876 ***********************************************************************
 LY2876  DESIGNATION -  H 278 RESET
 LY2876  PID         -  LY2876
 LY2876  STATE/COUNTY-  PA/LACKAWANNA
 LY2876  USGS QUAD   -  SCRANTON (1994)
 LY2876
 LY2876                         *CURRENT SURVEY CONTROL
 LY2876  ___________________________________________________________________
 LY2876* NAD 83(1986)-  41 26 54.     (N)    075 38 05.     (W)     SCALED    
 LY2876* NAVD 88     -       231.86   (+/-2cm)     760.7    (feet)  VERTCON   
 LY2876  ___________________________________________________________________
 LY2876  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 LY2876
 LY2876  VERT ORDER  -  THIRD (See Below)
 LY2876
 LY2876.The horizontal coordinates were scaled from a topographic map and have
 LY2876.an estimated accuracy of +/- 6 seconds.
 LY2876
 LY2876.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2876.The vertical order pertains to the NGVD 29 superseded value.
 LY2876
 LY2876.The geoid height was determined by GEOID03.
 LY2876
 LY2876;                    North         East    Units  Estimated Accuracy
 LY2876;SPC PA N     -   144,490.      776,730.      MT  (+/- 180 meters Scaled)
 LY2876
 LY2876                          SUPERSEDED SURVEY CONTROL
 LY2876
 LY2876  NGVD 29 (02/24/03)  232.08   (m)          761.4    (f) RESET       3  
 LY2876
 LY2876.Superseded values are not recommended for survey control.
 LY2876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2876.See file dsdata.txt to determine how the superseded data were derived.
 LY2876
 LY2876_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL469887(NAD 83)
 LY2876_MARKER: DV = VERTICAL CONTROL DISK
 LY2876_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LY2876_SP_SET: PARAPET WALL
 LY2876_STAMPING: H 278 RESET 1984
 LY2876_MARK LOGO: NGS   
 LY2876_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY2876+STABILITY: SURFACE MOTION
 LY2876
 LY2876  HISTORY     - Date     Condition        Report By
 LY2876  HISTORY     - 1984     MONUMENTED       PADT
 LY2876  HISTORY     - 20050519 GOOD             PADT
 LY2876
 LY2876                          STATION DESCRIPTION
 LY2876
 LY2876'DESCRIBED BY PA DEPT OF TRANSP 1984
 LY2876'0.25 MILE SOUTH ALONG THE SCRANTON BY-PASS FROM THE OVERPASS OVER
 LY2876'MAIN STREET IN DICKSON CITY, IN BRIDGE FOR NORTH BOUND TRAFFIC, 36
 LY2876'FEET NORTHEAST OF THE MEDIAN STRIP FOR BRIDGES, IN BRIDGE FOR NORTH
 LY2876'BOUND LANE.
 LY2876
 LY2876                          STATION RECOVERY (2005)
 LY2876
 LY2876'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (JMT)
 LY2876'PENNDOT SURVEY BY JMT SURVEYS ESTABLISHED A NEW ELEVATION OF 233.745
 LY2876'M(766.88 FT).  SURVEY TIED INTO B 56 (PID LY1338) AND S 278 (PID
 LY2876'LY1369).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1656 ***********************************************************************
 LY1656  DESIGNATION -  H 279
 LY1656  PID         -  LY1656
 LY1656  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1656  USGS QUAD   -  HARFORD (1992)
 LY1656
 LY1656                         *CURRENT SURVEY CONTROL
 LY1656  ___________________________________________________________________
 LY1656* NAD 83(1986)-  41 48 08.     (N)    075 41 19.     (W)     SCALED    
 LY1656* NAVD 88     -       385.909  (meters)    1266.10   (feet)  ADJUSTED  
 LY1656  ___________________________________________________________________
 LY1656  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 LY1656  DYNAMIC HT  -         385.761 (meters)    1265.62  (feet)  COMP
 LY1656  MODELED GRAV-     980,228.1   (mgal)                       NAVD 88
 LY1656
 LY1656  VERT ORDER  -  SECOND    CLASS 0
 LY1656
 LY1656.The horizontal coordinates were scaled from a topographic map and have
 LY1656.an estimated accuracy of +/- 6 seconds.
 LY1656
 LY1656.The orthometric height was determined by differential leveling
 LY1656.and adjusted by the National Geodetic Survey in June 1991..
 LY1656
 LY1656.The geoid height was determined by GEOID03.
 LY1656
 LY1656.The dynamic height is computed by dividing the NAVD 88
 LY1656.geopotential number by the normal gravity value computed on the
 LY1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1656.degrees latitude (g = 980.6199 gals.).
 LY1656
 LY1656.The modeled gravity was interpolated from observed gravity values.
 LY1656
 LY1656;                    North         East    Units  Estimated Accuracy
 LY1656;SPC PA N     -   183,680.      771,300.      MT  (+/- 180 meters Scaled)
 LY1656
 LY1656                          SUPERSEDED SURVEY CONTROL
 LY1656
 LY1656  NGVD 29 (??/??/92)  386.087  (m)         1266.69   (f) ADJ UNCH    2 0
 LY1656
 LY1656.Superseded values are not recommended for survey control.
 LY1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1656.See file dsdata.txt to determine how the superseded data were derived.
 LY1656
 LY1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM427280(NAD 83)
 LY1656_MARKER: DB = BENCH MARK DISK
 LY1656_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1656_SP_SET: CATCH BASIN
 LY1656_STAMPING: H 279 1961
 LY1656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1656
 LY1656  HISTORY     - Date     Condition        Report By
 LY1656  HISTORY     - 1961     MONUMENTED       CGS
 LY1656
 LY1656                          STATION DESCRIPTION
 LY1656
 LY1656'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1656'6 MI S FROM NEW MILFORD.
 LY1656'ABOUT 6.05 MILE SOUTH ALONG INTERSTATE HWY 81 FROM WHERE THE
 LY1656'INTERSTATE HWY CROSSES OVER STATE HWY 492 SOUTH EAST OF NEW
 LY1656'MILFORD, BM IS SET ON THE WEST SIDE OF THE SOUTH BOUND LANE OF
 LY1656'THE INTERSTATE HWY IN THE NORTH END OF HEADWALL FOR A 5 FT X 3 FT
 LY1656'CONCRETE CATCH BASIN, 21 FEET WEST OF THE CENTERLINE OF THE
 LY1656'SOUTH BOUND LANE, STANDARD BENCH MARK DISK DRILLED IN
 LY1656'HORIZONTAL, STAMPED H 279 161 1 FOOT BELOW RD.  NOTE-- 0.35
 LY1656'MILE NORTH OF SIGN PA. 547, HARFORD EXIT 1/2 MILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0026 ***********************************************************************
 MA0026  DESIGNATION -  H 28
 MA0026  PID         -  MA0026
 MA0026  STATE/COUNTY-  PA/MCKEAN
 MA0026  USGS QUAD   -  ELDRED (1981)
 MA0026
 MA0026                         *CURRENT SURVEY CONTROL
 MA0026  ___________________________________________________________________
 MA0026* NAD 83(1986)-  41 54 15.     (N)    078 22 49.     (W)     SCALED    
 MA0026* NAVD 88     -       448.874  (meters)    1472.68   (feet)  ADJUSTED  
 MA0026  ___________________________________________________________________
 MA0026  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 MA0026  DYNAMIC HT  -         448.696 (meters)    1472.10  (feet)  COMP
 MA0026  MODELED GRAV-     980,211.2   (mgal)                       NAVD 88
 MA0026
 MA0026  VERT ORDER  -  SECOND    CLASS 0
 MA0026
 MA0026.The horizontal coordinates were scaled from a topographic map and have
 MA0026.an estimated accuracy of +/- 6 seconds.
 MA0026
 MA0026.The orthometric height was determined by differential leveling
 MA0026.and adjusted by the National Geodetic Survey in June 1991..
 MA0026
 MA0026.The geoid height was determined by GEOID03.
 MA0026
 MA0026.The dynamic height is computed by dividing the NAVD 88
 MA0026.geopotential number by the normal gravity value computed on the
 MA0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0026.degrees latitude (g = 980.6199 gals.).
 MA0026
 MA0026.The modeled gravity was interpolated from observed gravity values.
 MA0026
 MA0026;                    North         East    Units  Estimated Accuracy
 MA0026;SPC PA N     -   193,150.      547,700.      MT  (+/- 180 meters Scaled)
 MA0026
 MA0026                          SUPERSEDED SURVEY CONTROL
 MA0026
 MA0026  NGVD 29 (??/??/92)  449.016  (m)         1473.15   (f) ADJ UNCH    2 0
 MA0026
 MA0026.Superseded values are not recommended for survey control.
 MA0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0026.See file dsdata.txt to determine how the superseded data were derived.
 MA0026
 MA0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG172424(NAD 83)
 MA0026_MARKER: DB = BENCH MARK DISK
 MA0026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0026_SP_SET: PIER
 MA0026_STAMPING: H 28 1934
 MA0026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0026
 MA0026  HISTORY     - Date     Condition        Report By
 MA0026  HISTORY     - 1934     MONUMENTED       CGS
 MA0026  HISTORY     - 20020328 MARK NOT FOUND   USPSQD
 MA0026
 MA0026                          STATION DESCRIPTION
 MA0026
 MA0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0026'8.6 MI N FROM PORT ALLEGANY.
 MA0026'8.6 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM PORT
 MA0026'ALLEGANY, MC KEAN COUNTY, AT LARABEE, ABOUT 1,518 FEET SOUTH OF
 MA0026'MILEPOST 88, AT HIGHWAY BRIDGE 88-23 OVER THE TRACK, IN THE
 MA0026'FACE OF A CONCRETE PIER, 20 FEET WEST OF THE CENTER LINE OF
 MA0026'THE TRACK, AND ABOUT 6 FEET HIGHER THAN THE TOP OF THE RAIL.  A
 MA0026'STANDARD DISK, STAMPED H 28 1934 AND SET VERTICALLY.
 MA0026
 MA0026                          STATION RECOVERY (2002)
 MA0026
 MA0026'RECOVERY NOTE BY US POWER SQUADRON 2002 (SG)
 MA0026'BRIDGE AND FOUNDATION COMPLETLY DEMOLISHED AND NEW BRIDGE AND
 MA0026'FOUNDATION REBUILT IN 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1679 ***********************************************************************
 LY1679  DESIGNATION -  H 280
 LY1679  PID         -  LY1679
 LY1679  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1679  USGS QUAD   -  LENOXVILLE (1980)
 LY1679
 LY1679                         *CURRENT SURVEY CONTROL
 LY1679  ___________________________________________________________________
 LY1679* NAD 83(1986)-  41 39 38.     (N)    075 40 21.     (W)     SCALED    
 LY1679* NAVD 88     -       341.376  (meters)    1120.00   (feet)  ADJUSTED  
 LY1679  ___________________________________________________________________
 LY1679  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 LY1679  DYNAMIC HT  -         341.252 (meters)    1119.59  (feet)  COMP
 LY1679  MODELED GRAV-     980,248.1   (mgal)                       NAVD 88
 LY1679
 LY1679  VERT ORDER  -  SECOND    CLASS 0
 LY1679
 LY1679.The horizontal coordinates were scaled from a topographic map and have
 LY1679.an estimated accuracy of +/- 6 seconds.
 LY1679
 LY1679.The orthometric height was determined by differential leveling
 LY1679.and adjusted by the National Geodetic Survey in June 1991..
 LY1679
 LY1679.The geoid height was determined by GEOID03.
 LY1679
 LY1679.The dynamic height is computed by dividing the NAVD 88
 LY1679.geopotential number by the normal gravity value computed on the
 LY1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1679.degrees latitude (g = 980.6199 gals.).
 LY1679
 LY1679.The modeled gravity was interpolated from observed gravity values.
 LY1679
 LY1679;                    North         East    Units  Estimated Accuracy
 LY1679;SPC PA N     -   167,980.      773,010.      MT  (+/- 180 meters Scaled)
 LY1679
 LY1679                          SUPERSEDED SURVEY CONTROL
 LY1679
 LY1679  NGVD 29 (??/??/92)  341.576  (m)         1120.65   (f) ADJ UNCH    2 0
 LY1679
 LY1679.Superseded values are not recommended for survey control.
 LY1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1679.See file dsdata.txt to determine how the superseded data were derived.
 LY1679
 LY1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM440123(NAD 83)
 LY1679_MARKER: DB = BENCH MARK DISK
 LY1679_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1679_SP_SET: CATCH BASIN
 LY1679_STAMPING: H 280 1961
 LY1679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1679
 LY1679  HISTORY     - Date     Condition        Report By
 LY1679  HISTORY     - 1961     MONUMENTED       CGS
 LY1679
 LY1679                          STATION DESCRIPTION
 LY1679
 LY1679'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1679'4.6 MI S FROM LENOX.
 LY1679'ABOUT 4.55 MILE SOUTH ALONG INTERSTATE HWY 81 FROM WHERE THE
 LY1679'INTERSTATE HWY CROSSES OVER STATE HWY 92 AND U.S. HWY 106 EAST
 LY1679'OF LENOX BM IS SET ON SOUTH WEST SIDE OF SOUTH BOUND LANE OF
 LY1679'INTERSTATE HWY, IN TOP AND 1 FOOT SOUTH EAST OF NORTH WEST END
 LY1679'OF HEADWALL FOR 5 FT X 3 FT CONCRETE CATCH BASIN, 21 FEET
 LY1679'SOUTH WEST OF CENTERLINE OF SOUTH BOUND LANE, ABOUT 1 FOOT
 LY1679'BELOW LEVEL OF HIGHWAY, STANDARD BENCH MARK DISK DRILLED IN
 LY1679'HORIZONTAL, STAMPED H 280 1961.  ALSO-- ABOUT 0.5 MILE NORTH
 LY1679'OF OVERPASS OF COUNTY RD. T 436 OVER INTERSTATE HWY 81.  (J 280)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1601 ***********************************************************************
 LY1601  DESIGNATION -  H 281
 LY1601  PID         -  LY1601
 LY1601  STATE/COUNTY-  PA/LACKAWANNA
 LY1601  USGS QUAD   -  MOSCOW (1976)
 LY1601
 LY1601                         *CURRENT SURVEY CONTROL
 LY1601  ___________________________________________________________________
 LY1601* NAD 83(1986)-  41 20 17.     (N)    075 34 40.     (W)     SCALED    
 LY1601* NAVD 88     -       534.050  (meters)    1752.13   (feet)  ADJUSTED  
 LY1601  ___________________________________________________________________
 LY1601  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 LY1601  DYNAMIC HT  -         533.811 (meters)    1751.34  (feet)  COMP
 LY1601  MODELED GRAV-     980,158.1   (mgal)                       NAVD 88
 LY1601
 LY1601  VERT ORDER  -  SECOND    CLASS 0
 LY1601
 LY1601.The horizontal coordinates were scaled from a topographic map and have
 LY1601.an estimated accuracy of +/- 6 seconds.
 LY1601
 LY1601.The orthometric height was determined by differential leveling
 LY1601.and adjusted by the National Geodetic Survey in June 1991..
 LY1601
 LY1601.The geoid height was determined by GEOID03.
 LY1601
 LY1601.The dynamic height is computed by dividing the NAVD 88
 LY1601.geopotential number by the normal gravity value computed on the
 LY1601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1601.degrees latitude (g = 980.6199 gals.).
 LY1601
 LY1601.The modeled gravity was interpolated from observed gravity values.
 LY1601
 LY1601;                    North         East    Units  Estimated Accuracy
 LY1601;SPC PA N     -   132,370.      781,800.      MT  (+/- 180 meters Scaled)
 LY1601
 LY1601                          SUPERSEDED SURVEY CONTROL
 LY1601
 LY1601  NGVD 29 (??/??/92)  534.267  (m)         1752.84   (f) ADJ UNCH    2 0
 LY1601
 LY1601.Superseded values are not recommended for survey control.
 LY1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1601.See file dsdata.txt to determine how the superseded data were derived.
 LY1601
 LY1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL516764(NAD 83)
 LY1601_MARKER: DB = BENCH MARK DISK
 LY1601_SETTING: 66 = SET IN ROCK OUTCROP
 LY1601_SP_SET: BEDROCK
 LY1601_STAMPING: H 281 1961
 LY1601_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY1601+STABILITY: POSITION/ELEVATION WELL
 LY1601
 LY1601  HISTORY     - Date     Condition        Report By
 LY1601  HISTORY     - 1961     MONUMENTED       CGS
 LY1601
 LY1601                          STATION DESCRIPTION
 LY1601
 LY1601'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1601'4.2 MI NW FROM MOSCOW.
 LY1601'2.9 MILE WEST ALONG STATE HWY 690 FROM THE JUNCTION OF STATE
 LY1601'690 AND U.S. 611 IN MOSCOW TO THE JUNCTION OF STATE HWY 690 AND
 LY1601'STATE HWY 307 THENCE 1.25 MILE NORTH WEST ALONG HWY 307, DRILLED
 LY1601'IN VERTICAL IN 6 FT X 3 FT BED ROCK, 72 FEET SOUTH OF POWER POLE
 LY1601'27, ABOUT 150 FEET SOUTH EAST OF THE SOUTH EAST CORNER OF
 LY1601'(TOOLEYS BAR) A TWO-STORY BUILDING, 39 FEET EAST OF THE
 LY1601'CENTERLINE OF THE HIGHWAY, 192 FEET SOUTH OF A GRAVEL ROAD, ABOUT
 LY1601'6 FEET HIGHER THAN THE HIGHWAY, STANDARD BENCH MARK DISK DRILLED
 LY1601'IN VERTICAL, STAMPED H 281 1961.  NOTE-- THE ABOVE MENTIONED
 LY1601'GRAVEL ROAD IS WHERE THE LINES GOES THRU A WOODED SECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1120 ***********************************************************************
 LY1120  DESIGNATION -  H 282
 LY1120  PID         -  LY1120
 LY1120  STATE/COUNTY-  PA/MONROE
 LY1120  USGS QUAD   -  TOBYHANNA (1994)
 LY1120
 LY1120                         *CURRENT SURVEY CONTROL
 LY1120  ___________________________________________________________________
 LY1120* NAD 83(1986)-  41 08 25.     (N)    075 23 33.     (W)     SCALED    
 LY1120* NAVD 88     -       567.362  (meters)    1861.42   (feet)  ADJUSTED  
 LY1120  ___________________________________________________________________
 LY1120  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 LY1120  DYNAMIC HT  -         567.076 (meters)    1860.48  (feet)  COMP
 LY1120  MODELED GRAV-     980,102.2   (mgal)                       NAVD 88
 LY1120
 LY1120  VERT ORDER  -  SECOND    CLASS 0
 LY1120
 LY1120.The horizontal coordinates were scaled from a topographic map and have
 LY1120.an estimated accuracy of +/- 6 seconds.
 LY1120
 LY1120.The orthometric height was determined by differential leveling
 LY1120.and adjusted by the National Geodetic Survey in June 1991..
 LY1120
 LY1120.The geoid height was determined by GEOID03.
 LY1120
 LY1120.The dynamic height is computed by dividing the NAVD 88
 LY1120.geopotential number by the normal gravity value computed on the
 LY1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1120.degrees latitude (g = 980.6199 gals.).
 LY1120
 LY1120.The modeled gravity was interpolated from observed gravity values.
 LY1120
 LY1120;                    North         East    Units  Estimated Accuracy
 LY1120;SPC PA N     -   110,820.      797,900.      MT  (+/- 180 meters Scaled)
 LY1120
 LY1120                          SUPERSEDED SURVEY CONTROL
 LY1120
 LY1120  NGVD 29 (??/??/92)  567.543  (m)         1862.01   (f) ADJ UNCH    2 0
 LY1120
 LY1120.Superseded values are not recommended for survey control.
 LY1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1120.See file dsdata.txt to determine how the superseded data were derived.
 LY1120
 LY1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL670544(NAD 83)
 LY1120_MARKER: DB = BENCH MARK DISK
 LY1120_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1120_SP_SET: ABUTMENT
 LY1120_STAMPING: H 282 1961
 LY1120_MARK LOGO: CGS   
 LY1120_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY1120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1120
 LY1120  HISTORY     - Date     Condition        Report By
 LY1120  HISTORY     - 1961     MONUMENTED       CGS
 LY1120  HISTORY     - 19990701 POOR             PADT
 LY1120
 LY1120                          STATION DESCRIPTION
 LY1120
 LY1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1120'1.8 MI N FROM POCONO SUMMIT.
 LY1120'1.8 MILE NORTH ALONG THE DELAWARE LACKAWANNA AND WESTERN RAILROAD
 LY1120'FROM THE RAILROAD STATION IN POCONO SUMMIT, SET IN THE SOUTH
 LY1120'END OF THE EAST ABUTMENT OF A 25 FOOT BRIDGE OVER CREEK (HAWKEY
 LY1120'RUN), 21 FEET EAST OF THE EAST RAIL, 2 FEET NORTH OF THE SOUTH
 LY1120'END OF BRIDGE, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, STANDARD
 LY1120'BENCH MARK DISK DRILLED IN HORIZONTAL, STAMPED H 282 1961.
 LY1120
 LY1120                          STATION RECOVERY (1999)
 LY1120
 LY1120'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (SQ)
 LY1120'DISK HAS BEEN REMOVED FROM BRIDGE.  BRASS STUB WAS FOUND AS DESCRIBED
 LY1120'-DISK BROKEN OFF-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1383 ***********************************************************************
 KX1383  DESIGNATION -  H 283
 KX1383  PID         -  KX1383
 KX1383  STATE/COUNTY-  PA/WESTMORELAND
 KX1383  USGS QUAD   -  MOUNT PLEASANT (1993)
 KX1383
 KX1383                         *CURRENT SURVEY CONTROL
 KX1383  ___________________________________________________________________
 KX1383* NAD 83(1986)-  40 13 01.     (N)    079 36 29.     (W)     SCALED    
 KX1383* NAVD 88     -       300.522  (meters)     985.96   (feet)  ADJUSTED  
 KX1383  ___________________________________________________________________
 KX1383  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KX1383  DYNAMIC HT  -         300.360 (meters)     985.43  (feet)  COMP
 KX1383  MODELED GRAV-     980,078.2   (mgal)                       NAVD 88
 KX1383
 KX1383  VERT ORDER  -  SECOND    CLASS 0
 KX1383
 KX1383.The horizontal coordinates were scaled from a topographic map and have
 KX1383.an estimated accuracy of +/- 6 seconds.
 KX1383
 KX1383.The orthometric height was determined by differential leveling
 KX1383.and adjusted by the National Geodetic Survey in June 1991..
 KX1383
 KX1383.The geoid height was determined by GEOID03.
 KX1383
 KX1383.The dynamic height is computed by dividing the NAVD 88
 KX1383.geopotential number by the normal gravity value computed on the
 KX1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1383.degrees latitude (g = 980.6199 gals.).
 KX1383
 KX1383.The modeled gravity was interpolated from observed gravity values.
 KX1383
 KX1383;                    North         East    Units  Estimated Accuracy
 KX1383;SPC PA S     -    99,780.      441,850.      MT  (+/- 180 meters Scaled)
 KX1383
 KX1383                          SUPERSEDED SURVEY CONTROL
 KX1383
 KX1383  NGVD 29 (??/??/92)  300.718  (m)          986.61   (f) ADJ UNCH    2 0
 KX1383
 KX1383.Superseded values are not recommended for survey control.
 KX1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1383.See file dsdata.txt to determine how the superseded data were derived.
 KX1383
 KX1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE184527(NAD 83)
 KX1383_MARKER: DD = SURVEY DISK
 KX1383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1383_SP_SET: BRIDGE PARAPET WALL
 KX1383_STAMPING: H 283
 KX1383_MARK LOGO: PADT  
 KX1383_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX1383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1383_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KX1383+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1997
 KX1383
 KX1383  HISTORY     - Date     Condition        Report By
 KX1383  HISTORY     - UNK      MONUMENTED       PADT
 KX1383  HISTORY     - 1961     GOOD             NGS
 KX1383  HISTORY     - 1987     GOOD             LOCSUR
 KX1383  HISTORY     - 19970224 GOOD             NEILAN
 KX1383  HISTORY     - 20011203 GOOD             PADT
 KX1383
 KX1383                          STATION DESCRIPTION
 KX1383
 KX1383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KX1383'AT NEW STANTON.
 KX1383'LOCATED AT THE JUNCTION OF U.S. HIGHWAY 119 AND INTERSTATE
 KX1383'HIGHWAY 70 SOUTH ABOUT 0.1 MILE NORTH OF THE POST OFFICE IN NEW
 KX1383'STANTON, 21.0 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 119,
 KX1383'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.  THE DISK IS SET
 KX1383'IN THE SOUTHEAST END OF THE BRIDGE OVER INTERSTATE HIGHWAY 70S.
 KX1383
 KX1383                          STATION RECOVERY (1987)
 KX1383
 KX1383'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (BW)
 KX1383'RECOVERED IN GOOD CONDITION.
 KX1383
 KX1383                          STATION RECOVERY (1997)
 KX1383
 KX1383'RECOVERY NOTE BY THE NEILAN ENGINEERS INCORPORATED 1997 (TEK)
 KX1383'RECOVERED AS DESCRIBED. THERE IS A METAL RAILING OVER TOP OF THE MARK.
 KX1383
 KX1383                          STATION RECOVERY (2001)
 KX1383
 KX1383'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (MH)
 KX1383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE7855 ***********************************************************************
 AE7855  DESIGNATION -  H 283 ECC
 AE7855  PID         -  AE7855
 AE7855  STATE/COUNTY-  PA/WESTMORELAND
 AE7855  USGS QUAD   -  MOUNT PLEASANT (1993)
 AE7855
 AE7855                         *CURRENT SURVEY CONTROL
 AE7855  ___________________________________________________________________
 AE7855* NAD 83(1992)-  40 13 01.24758(N)    079 36 28.95355(W)     ADJUSTED  
 AE7855* NAVD 88     -       297.15   (meters)     974.9    (feet)  LEVELING  
 AE7855  ___________________________________________________________________
 AE7855  X           -     879,788.064 (meters)                     COMP
 AE7855  Y           -  -4,797,380.807 (meters)                     COMP
 AE7855  Z           -   4,096,585.725 (meters)                     COMP
 AE7855  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 AE7855  ELLIP HEIGHT-         264.20  (meters)          (08/10/01) GPS OBS
 AE7855  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 AE7855
 AE7855  HORZ ORDER  -  FIRST
 AE7855  VERT ORDER  -  THIRD ?
 AE7855  ELLP ORDER  -  FOURTH    CLASS II
 AE7855
 AE7855.The horizontal coordinates were established by GPS observations
 AE7855.and adjusted by the National Geodetic Survey in March 1998..
 AE7855
 AE7855.The orthometric height was determined by differential leveling.
 AE7855.The vertical network tie was performed by a horz. field party for horz.
 AE7855.obs reductions. Reset procedures were used to establish the elevation.
 AE7855
 AE7855.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7855
 AE7855.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7855
 AE7855.The ellipsoidal height was determined by GPS observations
 AE7855.and is referenced to NAD 83.
 AE7855
 AE7855.The geoid height was determined by GEOID03.
 AE7855
 AE7855;                    North         East     Units Scale Factor Converg.
 AE7855;SPC PA S     -    99,782.739   441,854.758   MT  0.99996777   -1 12 19.7
 AE7855;SPC PA S     -   327,370.54  1,449,651.82   sFT  0.99996777   -1 12 19.7
 AE7855;UTM  17      - 4,452,773.081   618,442.034   MT  0.99977269   +0 53 55.9
 AE7855
 AE7855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7855!SPC PA S     -   0.99995856  x   0.99996777  =   0.99992633
 AE7855!UTM  17      -   0.99995856  x   0.99977269  =   0.99973125
 AE7855
 AE7855                          SUPERSEDED SURVEY CONTROL
 AE7855
 AE7855  ELLIP H (03/18/98)  264.19   (m)                       GP(       ) 3 1
 AE7855
 AE7855.Superseded values are not recommended for survey control.
 AE7855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7855.See file dsdata.txt to determine how the superseded data were derived.
 AE7855
 AE7855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE1844252773(NAD 83)
 AE7855_MARKER: B = BOLT
 AE7855_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE7855_SP_SET: BOLT IN GUARD RAIL TIE DOWN
 AE7855_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE7855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7855+STABILITY: SURFACE MOTION
 AE7855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7855+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7855
 AE7855  HISTORY     - Date     Condition        Report By
 AE7855  HISTORY     - 1997     MONUMENTED       NEILAN
 AE7855
 AE7855                          STATION DESCRIPTION
 AE7855
 AE7855'DESCRIBED BY THE NEILAN ENGINEERS INCORPORATED 1997 (TEK)
 AE7855'THIS STATION WAS USED AS AN ECCENTRIC STATION TO BENCHMARK H 283. THE
 AE7855'MARK IS THE TOP OF THE CENTER BOLT AT THE EAST END OF A GUARD FENCE,
 AE7855'LOCATED ACROSS FROM THE SUNOCO STATION. THE MARK IS ON THE WEST SIDE
 AE7855'OF US 119, SOUTH OF THE OFF RAMP FROM I-70.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1422 ***********************************************************************
 KX1422  DESIGNATION -  H 284
 KX1422  PID         -  KX1422
 KX1422  STATE/COUNTY-  PA/WASHINGTON
 KX1422  USGS QUAD   -  CALIFORNIA (1979)
 KX1422
 KX1422                         *CURRENT SURVEY CONTROL
 KX1422  ___________________________________________________________________
 KX1422* NAD 83(1986)-  40 06 35.     (N)    079 55 01.     (W)     SCALED    
 KX1422* NAVD 88     -       296.053  (meters)     971.30   (feet)  ADJUSTED  
 KX1422  ___________________________________________________________________
 KX1422  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KX1422  DYNAMIC HT  -         295.890 (meters)     970.77  (feet)  COMP
 KX1422  MODELED GRAV-     980,069.5   (mgal)                       NAVD 88
 KX1422
 KX1422  VERT ORDER  -  SECOND    CLASS 0
 KX1422
 KX1422.The horizontal coordinates were scaled from a topographic map and have
 KX1422.an estimated accuracy of +/- 6 seconds.
 KX1422
 KX1422.The orthometric height was determined by differential leveling
 KX1422.and adjusted by the National Geodetic Survey in June 1991..
 KX1422
 KX1422.The geoid height was determined by GEOID03.
 KX1422
 KX1422.The dynamic height is computed by dividing the NAVD 88
 KX1422.geopotential number by the normal gravity value computed on the
 KX1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1422.degrees latitude (g = 980.6199 gals.).
 KX1422
 KX1422.The modeled gravity was interpolated from observed gravity values.
 KX1422
 KX1422;                    North         East    Units  Estimated Accuracy
 KX1422;SPC PA S     -    88,470.      415,280.      MT  (+/- 180 meters Scaled)
 KX1422
 KX1422                          SUPERSEDED SURVEY CONTROL
 KX1422
 KX1422  NGVD 29 (??/??/92)  296.238  (m)          971.91   (f) ADJ UNCH    2 0
 KX1422
 KX1422.Superseded values are not recommended for survey control.
 KX1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1422.See file dsdata.txt to determine how the superseded data were derived.
 KX1422
 KX1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE923404(NAD 83)
 KX1422_MARKER: DD = SURVEY DISK
 KX1422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1422_SP_SET: CULVERT
 KX1422_STAMPING: H 284
 KX1422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1422
 KX1422  HISTORY     - Date     Condition        Report By
 KX1422  HISTORY     - UNK      MONUMENTED       PADT
 KX1422  HISTORY     - 1961     GOOD             NGS
 KX1422  HISTORY     - 1970     GOOD             PADT
 KX1422  HISTORY     - 20011203 MARK NOT FOUND   PADT
 KX1422
 KX1422                          STATION DESCRIPTION
 KX1422
 KX1422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KX1422'3.8 MI SW FROM CHARLEROI.
 KX1422'ABOUT 1.3 MILES SOUTH ALONG STATE HIGHWAY 88 FROM THE
 KX1422'PENNSYLVANIA RAILROAD DEPOT IN CHARLEROI TO JUNCTION OF
 KX1422'INTERSTATE HIGHWAY 70 SOUTH, THENCE WEST ALONG INTERSTATE
 KX1422'HIGHWAY 70S FOR 2.55 MILES, 24.6 FEET SOUTH OF CENTERLINE OF
 KX1422'THE EAST BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 70S, AND ABOUT
 KX1422'1 FOOT BELOW THE LEVEL OF THE HIGHWAY.  IT IS SET IN TOP OF THE
 KX1422'SOUTHEAST WINGWALL OF A CONCRETE CULVERT UNDER INTERSTATE
 KX1422'HIGHWAY 70S, DIRECTLY ACROSS THE HIGHWAY FROM THE EBENEZER
 KX1422'METHODIST CHURCH.
 KX1422
 KX1422                          STATION RECOVERY (1970)
 KX1422
 KX1422'RECOVERY NOTE BY PA DEPT OF TRANSP 1970
 KX1422'RECOVERED IN GOOD CONDITION.
 KX1422
 KX1422                          STATION RECOVERY (2001)
 KX1422
 KX1422'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (LS)
 KX1422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0723 ***********************************************************************
 KY0723  DESIGNATION -  H 285
 KY0723  PID         -  KY0723
 KY0723  STATE/COUNTY-  PA/WASHINGTON
 KY0723  USGS QUAD   -  WASHINGTON EAST (1977)
 KY0723
 KY0723                         *CURRENT SURVEY CONTROL
 KY0723  ___________________________________________________________________
 KY0723* NAD 83(1986)-  40 10 03.     (N)    080 14 18.     (W)     SCALED    
 KY0723* NAVD 88     -       331.559  (meters)    1087.79   (feet)  ADJUSTED  
 KY0723  ___________________________________________________________________
 KY0723  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 KY0723  DYNAMIC HT  -         331.372 (meters)    1087.18  (feet)  COMP
 KY0723  MODELED GRAV-     980,053.5   (mgal)                       NAVD 88
 KY0723
 KY0723  VERT ORDER  -  SECOND    CLASS 0
 KY0723
 KY0723.The horizontal coordinates were scaled from a topographic map and have
 KY0723.an estimated accuracy of +/- 6 seconds.
 KY0723
 KY0723.The orthometric height was determined by differential leveling
 KY0723.and adjusted by the National Geodetic Survey in June 1991..
 KY0723
 KY0723.The geoid height was determined by GEOID03.
 KY0723
 KY0723.The dynamic height is computed by dividing the NAVD 88
 KY0723.geopotential number by the normal gravity value computed on the
 KY0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0723.degrees latitude (g = 980.6199 gals.).
 KY0723
 KY0723.The modeled gravity was interpolated from observed gravity values.
 KY0723
 KY0723;                    North         East    Units  Estimated Accuracy
 KY0723;SPC PA S     -    95,610.      388,070.      MT  (+/- 180 meters Scaled)
 KY0723
 KY0723                          SUPERSEDED SURVEY CONTROL
 KY0723
 KY0723  NGVD 29 (??/??/92)  331.691  (m)         1088.22   (f) ADJ UNCH    2 0
 KY0723
 KY0723.Superseded values are not recommended for survey control.
 KY0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0723.See file dsdata.txt to determine how the superseded data were derived.
 KY0723
 KY0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE648466(NAD 83)
 KY0723_MARKER: DB = BENCH MARK DISK
 KY0723_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0723_SP_SET: BRIDGE WALL
 KY0723_STAMPING: H 285 1961
 KY0723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0723
 KY0723  HISTORY     - Date     Condition        Report By
 KY0723  HISTORY     - 1961     MONUMENTED       CGS
 KY0723
 KY0723                          STATION DESCRIPTION
 KY0723
 KY0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KY0723'0.5 MI E FROM WASHINGTON.
 KY0723'ABOUT 0.5 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 KY0723'IN WASHINGTON, 5.5 FEET EAST OF THE SOUTH BANISTER OF THE BRIDGE.
 KY0723'SET IN TOP OF THE SOUTHEAST CORNER OF THE CONCRETE WALL OF THE
 KY0723'BALTIMORE AND OHIO RAILROAD BRIDGE OVER U.S. HIGHWAY 40 AND
 KY0723'ABOUT 6 INCHES BELOW THE LEVEL OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0968 ***********************************************************************
 KW0968  DESIGNATION -  H 286
 KW0968  PID         -  KW0968
 KW0968  STATE/COUNTY-  PA/YORK
 KW0968  USGS QUAD   -  STEELTON (1987)
 KW0968
 KW0968                         *CURRENT SURVEY CONTROL
 KW0968  ___________________________________________________________________
 KW0968* NAD 83(1986)-  40 09 40.     (N)    076 49 33.     (W)     SCALED    
 KW0968* NAVD 88     -       152.292  (meters)     499.64   (feet)  ADJUSTED  
 KW0968  ___________________________________________________________________
 KW0968  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KW0968  DYNAMIC HT  -         152.213 (meters)     499.39  (feet)  COMP
 KW0968  MODELED GRAV-     980,104.5   (mgal)                       NAVD 88
 KW0968
 KW0968  VERT ORDER  -  SECOND    CLASS 0
 KW0968
 KW0968.The horizontal coordinates were scaled from a topographic map and have
 KW0968.an estimated accuracy of +/- 6 seconds.
 KW0968
 KW0968.The orthometric height was determined by differential leveling
 KW0968.and adjusted by the National Geodetic Survey in June 1991..
 KW0968
 KW0968.The geoid height was determined by GEOID03.
 KW0968
 KW0968.The dynamic height is computed by dividing the NAVD 88
 KW0968.geopotential number by the normal gravity value computed on the
 KW0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0968.degrees latitude (g = 980.6199 gals.).
 KW0968
 KW0968.The modeled gravity was interpolated from observed gravity values.
 KW0968
 KW0968;                    North         East    Units  Estimated Accuracy
 KW0968;SPC PA S     -    92,320.      678,730.      MT  (+/- 180 meters Scaled)
 KW0968
 KW0968                          SUPERSEDED SURVEY CONTROL
 KW0968
 KW0968  NGVD 29 (??/??/??)  152.508  (m)          500.35   (f) ADJUSTED    2 0
 KW0968
 KW0968.Superseded values are not recommended for survey control.
 KW0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0968.See file dsdata.txt to determine how the superseded data were derived.
 KW0968
 KW0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK445472(NAD 83)
 KW0968_MARKER: DB = BENCH MARK DISK
 KW0968_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0968_SP_SET: CULVERT
 KW0968_STAMPING: H 286 1961
 KW0968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0968
 KW0968  HISTORY     - Date     Condition        Report By
 KW0968  HISTORY     - 1961     MONUMENTED       CGS
 KW0968  HISTORY     - 19960413 GOOD             USPSQD
 KW0968  HISTORY     - 20030412 MARK NOT FOUND   USPSQD
 KW0968  HISTORY     - 20060816 MARK NOT FOUND   GEOCAC
 KW0968
 KW0968                          STATION DESCRIPTION
 KW0968
 KW0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KW0968'7.8 MI S FROM LEMOYNE.
 KW0968'ABOUT 7.8 MILES SOUTH ALONG U.S. HIGHWAY 111 FROM THE POST OFFICE
 KW0968'IN LEMOYNE, 42.0 FEET SOUTH OF A LARGE, ALBRIGHT MOTEL, SIGN AND
 KW0968'24.0 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND TRAFFIC LANE
 KW0968'OF U.S. HIGHWAY 111.  SET IN TOP OF THE WEST HEADWALL OF AN
 KW0968'18-INCH ROUND CONCRETE CULVERT UNDER U.S. HIGHWAY 111 AND IS
 KW0968'ABOUT 1.0 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 KW0968
 KW0968                          STATION RECOVERY (1996)
 KW0968
 KW0968'RECOVERY NOTE BY US POWER SQUADRON 1996
 KW0968'RECOVERED IN GOOD CONDITION.
 KW0968
 KW0968                          STATION RECOVERY (2003)
 KW0968
 KW0968'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPP)
 KW0968'THE HIGHWAY HAS BEEN WIDENED.  THE CULVERT HAS BEEN REBUILT.  THE MARK
 KW0968'IS PRESUMED DESTROYED.
 KW0968
 KW0968                          STATION RECOVERY (2006)
 KW0968
 KW0968'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW0968'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1750 ***********************************************************************
 JV1750  DESIGNATION -  H 287 PADH
 JV1750  PID         -  JV1750
 JV1750  STATE/COUNTY-  PA/YORK
 JV1750  USGS QUAD   -  YORK (1990)
 JV1750
 JV1750                         *CURRENT SURVEY CONTROL
 JV1750  ___________________________________________________________________
 JV1750* NAD 83(1986)-  39 55 59.     (N)    076 41 22.     (W)     SCALED    
 JV1750* NAVD 88     -       195.953  (meters)     642.89   (feet)  ADJUSTED  
 JV1750  ___________________________________________________________________
 JV1750  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JV1750  DYNAMIC HT  -         195.852 (meters)     642.56  (feet)  COMP
 JV1750  MODELED GRAV-     980,107.8   (mgal)                       NAVD 88
 JV1750
 JV1750  VERT ORDER  -  SECOND    CLASS 0
 JV1750
 JV1750.The horizontal coordinates were scaled from a topographic map and have
 JV1750.an estimated accuracy of +/- 6 seconds.
 JV1750
 JV1750.The orthometric height was determined by differential leveling
 JV1750.and adjusted by the National Geodetic Survey in June 1991..
 JV1750
 JV1750.The geoid height was determined by GEOID03.
 JV1750
 JV1750.The dynamic height is computed by dividing the NAVD 88
 JV1750.geopotential number by the normal gravity value computed on the
 JV1750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1750.degrees latitude (g = 980.6199 gals.).
 JV1750
 JV1750.The modeled gravity was interpolated from observed gravity values.
 JV1750
 JV1750;                    North         East    Units  Estimated Accuracy
 JV1750;SPC PA S     -    67,130.      690,650.      MT  (+/- 180 meters Scaled)
 JV1750
 JV1750                          SUPERSEDED SURVEY CONTROL
 JV1750
 JV1750  NGVD 29 (??/??/??)  196.200  (m)          643.70   (f) ADJUSTED    2 0
 JV1750
 JV1750.Superseded values are not recommended for survey control.
 JV1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1750.See file dsdata.txt to determine how the superseded data were derived.
 JV1750
 JV1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK556216(NAD 83)
 JV1750_MARKER: DD = SURVEY DISK
 JV1750_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1750_SP_SET: BRIDGE
 JV1750_STAMPING: H 287
 JV1750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1750
 JV1750  HISTORY     - Date     Condition        Report By
 JV1750  HISTORY     - UNK      MONUMENTED       PADH
 JV1750  HISTORY     - 1961     GOOD             CGS
 JV1750  HISTORY     - 1988     GOOD             USPSQD
 JV1750  HISTORY     - 1989     GOOD             USPSQD
 JV1750  HISTORY     - 19991201 GOOD             PADT
 JV1750  HISTORY     - 20050318 GOOD             GEOCAC
 JV1750
 JV1750                          STATION DESCRIPTION
 JV1750
 JV1750'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JV1750'1 MI N FROM SPRY.
 JV1750'AT THE INTERCHANGE BRIDGE OF U.S. HIGHWAY 111 AND INTERSTATE
 JV1750'HIGHWAY 83 AT THE JUNCTION OF STATE HIGHWAY 74 ABOUT 1.0 MILE
 JV1750'NORTH OF SPRY, 45.0 FEET NORTHEAST OF THE CENTERLINE OF STATE
 JV1750'HIGHWAY 74.  SET IN TOP OF THE EAST END OF THE NORTHEAST
 JV1750'BANISTER OF A 200.0 FOOT LONG CONCRETE BRIDGE OF STATE HIGHWAY 74
 JV1750'OVER U.S. HIGHWAY 111 AND INTERSTATE HIGHWAY 83 AND IS ABOUT
 JV1750'2.0 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 JV1750
 JV1750                          STATION RECOVERY (1988)
 JV1750
 JV1750'RECOVERY NOTE BY US POWER SQUADRON 1988 (RED)
 JV1750'RECOVERED IN GOOD CONDITION.
 JV1750
 JV1750                          STATION RECOVERY (1989)
 JV1750
 JV1750'RECOVERY NOTE BY US POWER SQUADRON 1989 (RED)
 JV1750'RECOVERED IN GOOD CONDITION.
 JV1750
 JV1750                          STATION RECOVERY (1999)
 JV1750
 JV1750'RECOVERY NOTE BY PA DEPT OF TRANSP 1999
 JV1750'RECOVERED IN GOOD CONDITION.
 JV1750
 JV1750                          STATION RECOVERY (2005)
 JV1750
 JV1750'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 JV1750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1112 ***********************************************************************
 LY1112  DESIGNATION -  H 288
 LY1112  PID         -  LY1112
 LY1112  STATE/COUNTY-  PA/MONROE
 LY1112  USGS QUAD   -  TOBYHANNA (1994)
 LY1112
 LY1112                         *CURRENT SURVEY CONTROL
 LY1112  ___________________________________________________________________
 LY1112* NAD 83(1986)-  41 12 07.     (N)    075 26 39.     (W)     SCALED    
 LY1112* NAVD 88     -       596.139  (meters)    1955.83   (feet)  ADJUSTED  
 LY1112  ___________________________________________________________________
 LY1112  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 LY1112  DYNAMIC HT  -         595.844 (meters)    1954.86  (feet)  COMP
 LY1112  MODELED GRAV-     980,109.0   (mgal)                       NAVD 88
 LY1112
 LY1112  VERT ORDER  -  SECOND    CLASS 0
 LY1112
 LY1112.The horizontal coordinates were scaled from a topographic map and have
 LY1112.an estimated accuracy of +/- 6 seconds.
 LY1112
 LY1112.The orthometric height was determined by differential leveling
 LY1112.and adjusted by the National Geodetic Survey in June 1991..
 LY1112
 LY1112.The geoid height was determined by GEOID03.
 LY1112
 LY1112.The dynamic height is computed by dividing the NAVD 88
 LY1112.geopotential number by the normal gravity value computed on the
 LY1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1112.degrees latitude (g = 980.6199 gals.).
 LY1112
 LY1112.The modeled gravity was interpolated from observed gravity values.
 LY1112
 LY1112;                    North         East    Units  Estimated Accuracy
 LY1112;SPC PA N     -   117,550.      793,380.      MT  (+/- 180 meters Scaled)
 LY1112
 LY1112                          SUPERSEDED SURVEY CONTROL
 LY1112
 LY1112  NGVD 29 (??/??/92)  596.334  (m)         1956.47   (f) ADJ UNCH    2 0
 LY1112
 LY1112.Superseded values are not recommended for survey control.
 LY1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1112.See file dsdata.txt to determine how the superseded data were derived.
 LY1112
 LY1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL627612(NAD 83)
 LY1112_MARKER: DB = BENCH MARK DISK
 LY1112_SETTING: 80 = SET IN A BOULDER
 LY1112_SP_SET: BOULDER
 LY1112_STAMPING: H 288 1961
 LY1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1112+STABILITY: SURFACE MOTION
 LY1112
 LY1112  HISTORY     - Date     Condition        Report By
 LY1112  HISTORY     - 1961     MONUMENTED       CGS
 LY1112
 LY1112                          STATION DESCRIPTION
 LY1112
 LY1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1112'3.1 MI S FROM GOULDSBORO.
 LY1112'3.1 MILE SOUTH ALONG THE DELAWARE LACKAWANNA AND WESTERN
 LY1112'RAILROAD FROM THE STATION IN GOULDSBORO, SET IN TOP AND AT THE
 LY1112'HIGH POINT ON THE SOUTH END OF A 9 FT X 5 FT X 3 FT BOULDER,
 LY1112'ABOUT 3 FEET ABOVE THE GROUND, 2 FEET BELOW THE RAIL, 81 FEET
 LY1112'WEST AND ACROSS ALL TRACKS FROM THE NORTH END OF A 4 1/2 FOOT
 LY1112'(DIAMETER) AND 25 FOOT (LONG) TANK ON FOUNDATIONS, 42 FEET
 LY1112'WEST OF THE CENTERLINE OF THE WEST RAIL, STANDARD BENCH MARK
 LY1112'DISK DRILLED IN HORIZONTAL, STAMPED H 288 1961.  NOTE-- ABOUT
 LY1112'0.15 MILE NORTH OF THE RAILROAD SPUR TRACK TO TOBYHANNA.  ABOUT
 LY1112'0.15 MILE SOUTH OF MILE POST 110.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2124 ***********************************************************************
 KW2124  DESIGNATION -  H 289
 KW2124  PID         -  KW2124
 KW2124  STATE/COUNTY-  PA/CUMBERLAND
 KW2124  USGS QUAD   -  PLAINFIELD (1975)
 KW2124
 KW2124                         *CURRENT SURVEY CONTROL
 KW2124  ___________________________________________________________________
 KW2124* NAD 83(1986)-  40 10 48.     (N)    077 17 23.     (W)     SCALED    
 KW2124* NAVD 88     -       164.687  (meters)     540.31   (feet)  ADJUSTED  
 KW2124  ___________________________________________________________________
 KW2124  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KW2124  DYNAMIC HT  -         164.602 (meters)     540.03  (feet)  COMP
 KW2124  MODELED GRAV-     980,104.9   (mgal)                       NAVD 88
 KW2124
 KW2124  VERT ORDER  -  FIRST     CLASS II
 KW2124
 KW2124.The horizontal coordinates were scaled from a topographic map and have
 KW2124.an estimated accuracy of +/- 6 seconds.
 KW2124
 KW2124.The orthometric height was determined by differential leveling
 KW2124.and adjusted by the National Geodetic Survey in June 1991..
 KW2124
 KW2124.The geoid height was determined by GEOID03.
 KW2124
 KW2124.The dynamic height is computed by dividing the NAVD 88
 KW2124.geopotential number by the normal gravity value computed on the
 KW2124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2124.degrees latitude (g = 980.6199 gals.).
 KW2124
 KW2124.The modeled gravity was interpolated from observed gravity values.
 KW2124
 KW2124;                    North         East    Units  Estimated Accuracy
 KW2124;SPC PA S     -    94,110.      639,200.      MT  (+/- 180 meters Scaled)
 KW2124
 KW2124                          SUPERSEDED SURVEY CONTROL
 KW2124
 KW2124  NGVD 29 (??/??/??)  164.905  (m)          541.03   (f) ADJUSTED    1 2
 KW2124
 KW2124.Superseded values are not recommended for survey control.
 KW2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2124.See file dsdata.txt to determine how the superseded data were derived.
 KW2124
 KW2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK050502(NAD 83)
 KW2124_MARKER: DB = BENCH MARK DISK
 KW2124_SETTING: 66 = SET IN ROCK OUTCROP
 KW2124_SP_SET: ROCK LEDGE
 KW2124_STAMPING: H 289 1961
 KW2124_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW2124+STABILITY: POSITION/ELEVATION WELL
 KW2124
 KW2124  HISTORY     - Date     Condition        Report By
 KW2124  HISTORY     - 1961     MONUMENTED       CGS
 KW2124  HISTORY     - 1979     GOOD             NGS
 KW2124
 KW2124                          STATION DESCRIPTION
 KW2124
 KW2124'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KW2124'7.6 MI NE FROM NEWVILLE.
 KW2124'ABOUT 0.5 MILE EASTERLY ALONG THE PENNSYLVANIA RAILROAD FROM
 KW2124'THE STATION AT NEWVILLE TO A UNDERPASS UNDER STATE HIGHWAY 233,
 KW2124'THENCE 2.4 MILE SOUTHERLY ON STATE HIGHWAY 233 TO THE JUNCTION
 KW2124'OF U.S. HIGHWAY 11, THENCE 4.2 MILE NORTHERLY ON U.S. HIGHWAY
 KW2124'11 TO A BLACKTOP ROAD JUNCTION, THENCE 0.6 MILE WESTERLY ON
 KW2124'BLACKTOP ROAD, (THIS ROAD IS THROUGH A GOLF COURSE, SET IN
 KW2124'TOP AND 8 INCHES NORTHEAST OF THE SOUTHWEST EDGE OF A ROCK LEDGE
 KW2124'ON THE NORTHEAST SHOLDER OF THE ROAD, 12 FEET SOUTH OF POWER
 KW2124'POLE 37232, 36 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 KW2124'BARN, 14 FEET NORTHEAST OF THE CENTERLINE OF THE BLACKTOP
 KW2124'ROAD, ABOUT 100 YARDS SOUTHEAST OF A T JUNCTION OF A GRAVEL ROAD
 KW2124'SOUTHWEST, ABOUT 3 FEET ABOVE THE GROUND AND HORIZONTAL.
 KW2124
 KW2124                          STATION RECOVERY (1979)
 KW2124
 KW2124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2124'NOTE--CHANGE POWER POLE MEASUREMENT TO 59 FEET SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1388 ***********************************************************************
 LZ1388  DESIGNATION -  H 29
 LZ1388  PID         -  LZ1388
 LZ1388  STATE/COUNTY-  PA/POTTER
 LZ1388  USGS QUAD   -  CHERRY SPRINGS (1994)
 LZ1388
 LZ1388                         *CURRENT SURVEY CONTROL
 LZ1388  ___________________________________________________________________
 LZ1388* NAD 83(1986)-  41 37 47.     (N)    077 49 42.     (W)     SCALED    
 LZ1388* NAVD 88     -       643.571  (meters)    2111.45   (feet)  ADJUSTED  
 LZ1388  ___________________________________________________________________
 LZ1388  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 LZ1388  DYNAMIC HT  -         643.276 (meters)    2110.48  (feet)  COMP
 LZ1388  MODELED GRAV-     980,143.9   (mgal)                       NAVD 88
 LZ1388
 LZ1388  VERT ORDER  -  SECOND    CLASS 0
 LZ1388
 LZ1388.The horizontal coordinates were scaled from a topographic map and have
 LZ1388.an estimated accuracy of +/- 6 seconds.
 LZ1388
 LZ1388.The orthometric height was determined by differential leveling
 LZ1388.and adjusted by the National Geodetic Survey in June 1991..
 LZ1388
 LZ1388.The geoid height was determined by GEOID03.
 LZ1388
 LZ1388.The dynamic height is computed by dividing the NAVD 88
 LZ1388.geopotential number by the normal gravity value computed on the
 LZ1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1388.degrees latitude (g = 980.6199 gals.).
 LZ1388
 LZ1388.The modeled gravity was interpolated from observed gravity values.
 LZ1388
 LZ1388;                    North         East    Units  Estimated Accuracy
 LZ1388;SPC PA N     -   162,480.      593,470.      MT  (+/- 180 meters Scaled)
 LZ1388
 LZ1388                          SUPERSEDED SURVEY CONTROL
 LZ1388
 LZ1388  NGVD 29 (??/??/92)  643.698  (m)         2111.87   (f) ADJ UNCH    2 0
 LZ1388
 LZ1388.Superseded values are not recommended for survey control.
 LZ1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1388.See file dsdata.txt to determine how the superseded data were derived.
 LZ1388
 LZ1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM644125(NAD 83)
 LZ1388_MARKER: DB = BENCH MARK DISK
 LZ1388_SETTING: 66 = SET IN ROCK OUTCROP
 LZ1388_SP_SET: ROCK OUTCROP
 LZ1388_STAMPING: H 29 1934
 LZ1388_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ1388+STABILITY: POSITION/ELEVATION WELL
 LZ1388
 LZ1388  HISTORY     - Date     Condition        Report By
 LZ1388  HISTORY     - 1934     MONUMENTED       CGS
 LZ1388
 LZ1388                          STATION DESCRIPTION
 LZ1388
 LZ1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1388'6.3 MI E FROM HULL.
 LZ1388'6.3 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM HULL,
 LZ1388'POTTER COUNTY, AT CROSS FORK JUNCTION, ABOUT 2,490 FEET WEST
 LZ1388'OF MILEPOST 127, ABOUT 100 FEET EAST OF A HIGHWAY BRIDGE CROSSING
 LZ1388'THE RAILROAD, 9 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 LZ1388'IN THE TOP OF A ROCK OUTCROP, AND 1 FOOT HIGHER THAN THE TOP
 LZ1388'OF THE RAIL.  A STANDARD DISK, STAMPED H 29 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0844 ***********************************************************************
 KW0844  DESIGNATION -  H 3
 KW0844  PID         -  KW0844
 KW0844  STATE/COUNTY-  PA/DAUPHIN
 KW0844  USGS QUAD   -  HARRISBURG EAST (1987)
 KW0844
 KW0844                         *CURRENT SURVEY CONTROL
 KW0844  ___________________________________________________________________
 KW0844* NAD 83(1986)-  40 15 27.     (N)    076 49 54.     (W)     SCALED    
 KW0844* NAVD 88     -       113.976  (meters)     373.94   (feet)  ADJUSTED  
 KW0844  ___________________________________________________________________
 KW0844  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 KW0844  DYNAMIC HT  -         113.919 (meters)     373.75  (feet)  COMP
 KW0844  MODELED GRAV-     980,119.9   (mgal)                       NAVD 88
 KW0844
 KW0844  VERT ORDER  -  FIRST     CLASS I
 KW0844
 KW0844.The horizontal coordinates were scaled from a topographic map and have
 KW0844.an estimated accuracy of +/- 6 seconds.
 KW0844
 KW0844.The orthometric height was determined by differential leveling
 KW0844.and adjusted by the National Geodetic Survey in June 1991..
 KW0844
 KW0844.The geoid height was determined by GEOID03.
 KW0844
 KW0844.The dynamic height is computed by dividing the NAVD 88
 KW0844.geopotential number by the normal gravity value computed on the
 KW0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0844.degrees latitude (g = 980.6199 gals.).
 KW0844
 KW0844.The modeled gravity was interpolated from observed gravity values.
 KW0844
 KW0844;                    North         East    Units  Estimated Accuracy
 KW0844;SPC PA S     -   103,020.      678,120.      MT  (+/- 180 meters Scaled)
 KW0844
 KW0844                          SUPERSEDED SURVEY CONTROL
 KW0844
 KW0844  NGVD 29 (??/??/??)  114.183  (m)          374.62   (f) ADJUSTED    1 1
 KW0844
 KW0844.Superseded values are not recommended for survey control.
 KW0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0844.See file dsdata.txt to determine how the superseded data were derived.
 KW0844
 KW0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK442579(NAD 83)
 KW0844_MARKER: DB = BENCH MARK DISK
 KW0844_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0844_SP_SET: ABUTMENT
 KW0844_STAMPING: H 3 1929 374.632
 KW0844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0844
 KW0844  HISTORY     - Date     Condition        Report By
 KW0844  HISTORY     - 1929     MONUMENTED       CGS
 KW0844  HISTORY     - 1966     GOOD             CGS
 KW0844  HISTORY     - 20040229 GOOD             GEOCAC
 KW0844
 KW0844                          STATION DESCRIPTION
 KW0844
 KW0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0844'2.6 MI E FROM HARRISBURG.
 KW0844'ABOUT 2.6 MILES EAST ALONG THE READING COMPANY RAILROAD FROM THE
 KW0844'STATION AT HARRISBURG, SET IN THE TOP OF THE SOUTH END OF THE
 KW0844'EAST CONCRETE ABUTMENT OF THE UNDERPASS FOR PAXTANG AVENUE,
 KW0844'1 1/2 POLES WEST OF FRACTIONAL MILEPOST 50/47, 7 FEET SOUTH OF
 KW0844'THE SOUTH RAIL OF THE SOUTH TRACK, 10 INCHES NORTH OF A PIPE
 KW0844'RAILING, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
 KW0844
 KW0844                          STATION RECOVERY (2004)
 KW0844
 KW0844'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0844'READING COMPANY RAILROAD IS NOW NORFOLK SOUTHERN RAILROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0765 ***********************************************************************
 LZ0765  DESIGNATION -  H 30
 LZ0765  PID         -  LZ0765
 LZ0765  STATE/COUNTY-  PA/TIOGA
 LZ0765  USGS QUAD   -  TIADAGHTON (1994)
 LZ0765
 LZ0765                         *CURRENT SURVEY CONTROL
 LZ0765  ___________________________________________________________________
 LZ0765* NAD 83(1986)-  41 44 47.     (N)    077 25 35.     (W)     SCALED    
 LZ0765* NAVD 88     -       349.158  (meters)    1145.53   (feet)  ADJUSTED  
 LZ0765  ___________________________________________________________________
 LZ0765  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 LZ0765  DYNAMIC HT  -         349.014 (meters)    1145.06  (feet)  COMP
 LZ0765  MODELED GRAV-     980,201.0   (mgal)                       NAVD 88
 LZ0765
 LZ0765  VERT ORDER  -  SECOND    CLASS 0
 LZ0765
 LZ0765.The horizontal coordinates were scaled from a topographic map and have
 LZ0765.an estimated accuracy of +/- 6 seconds.
 LZ0765
 LZ0765.The orthometric height was determined by differential leveling
 LZ0765.and adjusted by the National Geodetic Survey in June 1991..
 LZ0765
 LZ0765.The geoid height was determined by GEOID03.
 LZ0765
 LZ0765.The dynamic height is computed by dividing the NAVD 88
 LZ0765.geopotential number by the normal gravity value computed on the
 LZ0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0765.degrees latitude (g = 980.6199 gals.).
 LZ0765
 LZ0765.The modeled gravity was interpolated from observed gravity values.
 LZ0765
 LZ0765;                    North         East    Units  Estimated Accuracy
 LZ0765;SPC PA N     -   175,490.      626,920.      MT  (+/- 180 meters Scaled)
 LZ0765
 LZ0765                          SUPERSEDED SURVEY CONTROL
 LZ0765
 LZ0765  NGVD 29 (??/??/92)  349.297  (m)         1145.99   (f) ADJ UNCH    2 0
 LZ0765
 LZ0765.Superseded values are not recommended for survey control.
 LZ0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0765.See file dsdata.txt to determine how the superseded data were derived.
 LZ0765
 LZ0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM982244(NAD 83)
 LZ0765_MARKER: DB = BENCH MARK DISK
 LZ0765_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0765_SP_SET: PIER
 LZ0765_STAMPING: H 30 1934
 LZ0765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0765
 LZ0765  HISTORY     - Date     Condition        Report By
 LZ0765  HISTORY     - 1934     MONUMENTED       CGS
 LZ0765  HISTORY     - 1958     GOOD             NGS
 LZ0765
 LZ0765                          STATION DESCRIPTION
 LZ0765
 LZ0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0765'AT ANSONIA.
 LZ0765'AT ANSONIA, TIOGA COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 LZ0765'ABOUT 1,700 FEET SOUTH OF THE STATION, ABOUT 1,350 FEET SOUTH OF
 LZ0765'MILEPOST L 114, AT AN OVERHEAD CROSSING ON U.S. HIGHWAY 6, IN
 LZ0765'THE SECOND PIER FROM THE EAST END, 8 FEET EAST OF THE EAST RAIL,
 LZ0765'AND ABOUT 4 FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD
 LZ0765'DISK, STAMPED H 30 1934 AND SET VERTICALLY.
 LZ0765
 LZ0765                          STATION RECOVERY (1958)
 LZ0765
 LZ0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LZ0765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1743 ***********************************************************************
 JU1743  DESIGNATION -  H 302 PADH
 JU1743  PID         -  JU1743
 JU1743  STATE/COUNTY-  PA/CHESTER
 JU1743  USGS QUAD   -  UNIONVILLE (1992)
 JU1743
 JU1743                         *CURRENT SURVEY CONTROL
 JU1743  ___________________________________________________________________
 JU1743* NAD 83(1986)-  39 58 07.     (N)    075 40 22.     (W)     SCALED    
 JU1743* NAVD 88     -        64.962  (meters)     213.13   (feet)  ADJUSTED  
 JU1743  ___________________________________________________________________
 JU1743  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 JU1743  DYNAMIC HT  -          64.931 (meters)     213.03  (feet)  COMP
 JU1743  MODELED GRAV-     980,143.9   (mgal)                       NAVD 88
 JU1743
 JU1743  VERT ORDER  -  SECOND    CLASS 0
 JU1743
 JU1743.The horizontal coordinates were scaled from a topographic map and have
 JU1743.an estimated accuracy of +/- 6 seconds.
 JU1743
 JU1743.The orthometric height was determined by differential leveling
 JU1743.and adjusted by the National Geodetic Survey in June 1991..
 JU1743
 JU1743.The geoid height was determined by GEOID03.
 JU1743
 JU1743.The dynamic height is computed by dividing the NAVD 88
 JU1743.geopotential number by the normal gravity value computed on the
 JU1743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1743.degrees latitude (g = 980.6199 gals.).
 JU1743
 JU1743.The modeled gravity was interpolated from observed gravity values.
 JU1743
 JU1743;                    North         East    Units  Estimated Accuracy
 JU1743;SPC PA S     -    72,630.      777,450.      MT  (+/- 180 meters Scaled)
 JU1743
 JU1743                          SUPERSEDED SURVEY CONTROL
 JU1743
 JU1743  NGVD 29 (??/??/??)   65.246  (m)          214.06   (f) ADJUSTED    2 0
 JU1743
 JU1743.Superseded values are not recommended for survey control.
 JU1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1743.See file dsdata.txt to determine how the superseded data were derived.
 JU1743
 JU1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK425244(NAD 83)
 JU1743_MARKER: DD = SURVEY DISK
 JU1743_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1743_SP_SET: BRIDGE
 JU1743_STAMPING: H 302 1966
 JU1743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1743
 JU1743  HISTORY     - Date     Condition        Report By
 JU1743  HISTORY     - 1966     MONUMENTED       PADH
 JU1743  HISTORY     - 1966     GOOD             CGS
 JU1743  HISTORY     - 1988     POOR             USPSQD
 JU1743
 JU1743                          STATION DESCRIPTION
 JU1743
 JU1743'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1743'3.2 MI NW FROM WEST CHESTER.
 JU1743'3.2 MILES NORTHWEST ALONG U.S. HIGHWAY 322 FROM THE JUNCTION OF
 JU1743'U.S. HIGHWAY 322 AND STATE HIGHWAY 162 AT THE WEST EDGE OF
 JU1743'WEST CHESTER, 3.2 MILES SOUTHEAST OF DOWNINGTOWN, 19 FEET NORTH
 JU1743'OF THE CENTERLINE OF HIGHWAY, SET IN THE TOP OF THE NORTHEAST
 JU1743'WINGWALL OF A BRIDGE OVER EAST BRANCH AND IS ABOUT LEVEL WITH
 JU1743'THE HIGHWAY.
 JU1743
 JU1743                          STATION RECOVERY (1988)
 JU1743
 JU1743'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDC)
 JU1743'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1767 ***********************************************************************
 JU1767  DESIGNATION -  H 303
 JU1767  PID         -  JU1767
 JU1767  STATE/COUNTY-  PA/CHESTER
 JU1767  USGS QUAD   -  PARKESBURG (1992)
 JU1767
 JU1767                         *CURRENT SURVEY CONTROL
 JU1767  ___________________________________________________________________
 JU1767* NAD 83(1986)-  39 59 08.     (N)    075 53 35.     (W)     SCALED    
 JU1767* NAVD 88     -       204.615  (meters)     671.31   (feet)  ADJUSTED  
 JU1767  ___________________________________________________________________
 JU1767  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JU1767  DYNAMIC HT  -         204.511 (meters)     670.97  (feet)  COMP
 JU1767  MODELED GRAV-     980,111.5   (mgal)                       NAVD 88
 JU1767
 JU1767  VERT ORDER  -  SECOND    CLASS 0
 JU1767
 JU1767.The horizontal coordinates were scaled from a topographic map and have
 JU1767.an estimated accuracy of +/- 6 seconds.
 JU1767
 JU1767.The orthometric height was determined by differential leveling
 JU1767.and adjusted by the National Geodetic Survey in June 1991..
 JU1767
 JU1767.The geoid height was determined by GEOID03.
 JU1767
 JU1767.The dynamic height is computed by dividing the NAVD 88
 JU1767.geopotential number by the normal gravity value computed on the
 JU1767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1767.degrees latitude (g = 980.6199 gals.).
 JU1767
 JU1767.The modeled gravity was interpolated from observed gravity values.
 JU1767
 JU1767;                    North         East    Units  Estimated Accuracy
 JU1767;SPC PA S     -    74,090.      758,590.      MT  (+/- 180 meters Scaled)
 JU1767
 JU1767                          SUPERSEDED SURVEY CONTROL
 JU1767
 JU1767  NGVD 29 (??/??/??)  204.887  (m)          672.20   (f) ADJUSTED    2 0
 JU1767
 JU1767.Superseded values are not recommended for survey control.
 JU1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1767.See file dsdata.txt to determine how the superseded data were derived.
 JU1767
 JU1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK237265(NAD 83)
 JU1767_MARKER: DB = BENCH MARK DISK
 JU1767_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1767_SP_SET: BRIDGE
 JU1767_STAMPING: H 303 1966
 JU1767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1767
 JU1767  HISTORY     - Date     Condition        Report By
 JU1767  HISTORY     - 1966     MONUMENTED       CGS
 JU1767  HISTORY     - 20000311 GOOD             USPSQD
 JU1767  HISTORY     - 20000701 GOOD             PADT
 JU1767
 JU1767                          STATION DESCRIPTION
 JU1767
 JU1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1767'6.9 MI E FROM GAP.
 JU1767'5.3 MILES EAST ALONG U.S. HIGHWAY 30 FROM ITS JUNCTION WITH STATE
 JU1767'HIGHWAY 41 IN GAP TO THE JUNCTION OF U.S. HIGHWAY 30 AND U.S.
 JU1767'HIGHWAY 30 (EXPRESSWAY), THENCE EAST ALONG EXPRESSWAY 1.6 MILE,
 JU1767'19 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND LANE OF HIGHWAY,
 JU1767'0.4 FOOT WEST OF THE EAST END OF BANNISTER, SET IN THE TOP OF
 JU1767'THE BASE OF THE NORTH BANNISTER OF A BRIDGE OVER A BLACKTOP ROAD
 JU1767'AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 JU1767
 JU1767                          STATION RECOVERY (2000)
 JU1767
 JU1767'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU1767'RECOVERED IN GOOD CONDITION.
 JU1767
 JU1767                          STATION RECOVERY (2000)
 JU1767
 JU1767'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 JU1767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0772 ***********************************************************************
 KW0772  DESIGNATION -  H 304 PADH
 KW0772  PID         -  KW0772
 KW0772  STATE/COUNTY-  PA/LANCASTER
 KW0772  USGS QUAD   -  LEOLA (1992)
 KW0772
 KW0772                         *CURRENT SURVEY CONTROL
 KW0772  ___________________________________________________________________
 KW0772* NAD 83(1986)-  40 01 21.     (N)    076 11 34.     (W)     SCALED    
 KW0772* NAVD 88     -       111.609  (meters)     366.17   (feet)  ADJUSTED  
 KW0772  ___________________________________________________________________
 KW0772  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 KW0772  DYNAMIC HT  -         111.551 (meters)     365.98  (feet)  COMP
 KW0772  MODELED GRAV-     980,110.4   (mgal)                       NAVD 88
 KW0772
 KW0772  VERT ORDER  -  SECOND    CLASS 0
 KW0772
 KW0772.The horizontal coordinates were scaled from a topographic map and have
 KW0772.an estimated accuracy of +/- 6 seconds.
 KW0772
 KW0772.The orthometric height was determined by differential leveling
 KW0772.and adjusted by the National Geodetic Survey in June 1991..
 KW0772
 KW0772.The geoid height was determined by GEOID03.
 KW0772
 KW0772.The dynamic height is computed by dividing the NAVD 88
 KW0772.geopotential number by the normal gravity value computed on the
 KW0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0772.degrees latitude (g = 980.6199 gals.).
 KW0772
 KW0772.The modeled gravity was interpolated from observed gravity values.
 KW0772
 KW0772;                    North         East    Units  Estimated Accuracy
 KW0772;SPC PA S     -    77,690.      732,930.      MT  (+/- 180 meters Scaled)
 KW0772
 KW0772                          SUPERSEDED SURVEY CONTROL
 KW0772
 KW0772  NGVD 29 (??/??/??)  111.878  (m)          367.05   (f) ADJUSTED    2 0
 KW0772
 KW0772.Superseded values are not recommended for survey control.
 KW0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0772.See file dsdata.txt to determine how the superseded data were derived.
 KW0772
 KW0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK982309(NAD 83)
 KW0772_MARKER: DD = SURVEY DISK
 KW0772_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0772_SP_SET: CULVERT
 KW0772_STAMPING: H 304 1966
 KW0772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0772
 KW0772  HISTORY     - Date     Condition        Report By
 KW0772  HISTORY     - 1966     MONUMENTED       PADH
 KW0772  HISTORY     - 1966     GOOD             CGS
 KW0772  HISTORY     - 20050905 MARK NOT FOUND   GEOCAC
 KW0772
 KW0772                          STATION DESCRIPTION
 KW0772
 KW0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0772'2 MI W FROM SOUNDERSBURG.
 KW0772'ABOUT 2.0 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE
 KW0772'IN SOUNDERSBURG, 186 FEET NORTH OF THE APPROXIMATE CENTER OF
 KW0772'HIGHWAY, 18 FEET EAST OF THE APPROXIMATE CENTER OF HARMAN BR. RD.,
 KW0772'0.5 FEET NORTH OF SOUTH END OF HEADWALL, SET IN THE TOP OF THE
 KW0772'SOUTH END OF EAST HEADWALL OF A BOX CULVERT AND IS ABOUT 2
 KW0772'FEET ABOVE THE LEVEL OF HARTMAN ROAD.
 KW0772
 KW0772                          STATION RECOVERY (2005)
 KW0772
 KW0772'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0772'AREA HAS BEEN DEVELOPED. HARMON BRIDGE ROAD HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0791 ***********************************************************************
 KW0791  DESIGNATION -  H 305 PADH
 KW0791  PID         -  KW0791
 KW0791  STATE/COUNTY-  PA/LANCASTER
 KW0791  USGS QUAD   -  LANCASTER (1995)
 KW0791
 KW0791                         *CURRENT SURVEY CONTROL
 KW0791  ___________________________________________________________________
 KW0791* NAD 83(1986)-  40 03 58.     (N)    076 19 58.     (W)     SCALED    
 KW0791* NAVD 88     -       108.888  (meters)     357.24   (feet)  ADJUSTED  
 KW0791  ___________________________________________________________________
 KW0791  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 KW0791  DYNAMIC HT  -         108.832 (meters)     357.06  (feet)  COMP
 KW0791  MODELED GRAV-     980,110.7   (mgal)                       NAVD 88
 KW0791
 KW0791  VERT ORDER  -  SECOND    CLASS 0
 KW0791
 KW0791.The horizontal coordinates were scaled from a topographic map and have
 KW0791.an estimated accuracy of +/- 6 seconds.
 KW0791
 KW0791.The orthometric height was determined by differential leveling
 KW0791.and adjusted by the National Geodetic Survey in June 1991..
 KW0791
 KW0791.The geoid height was determined by GEOID03.
 KW0791
 KW0791.The dynamic height is computed by dividing the NAVD 88
 KW0791.geopotential number by the normal gravity value computed on the
 KW0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0791.degrees latitude (g = 980.6199 gals.).
 KW0791
 KW0791.The modeled gravity was interpolated from observed gravity values.
 KW0791
 KW0791;                    North         East    Units  Estimated Accuracy
 KW0791;SPC PA S     -    82,330.      720,900.      MT  (+/- 180 meters Scaled)
 KW0791
 KW0791                          SUPERSEDED SURVEY CONTROL
 KW0791
 KW0791  NGVD 29 (??/??/??)  109.147  (m)          358.09   (f) ADJUSTED    2 0
 KW0791
 KW0791.Superseded values are not recommended for survey control.
 KW0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0791.See file dsdata.txt to determine how the superseded data were derived.
 KW0791
 KW0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK863359(NAD 83)
 KW0791_MARKER: DD = SURVEY DISK
 KW0791_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0791_SP_SET: BRIDGE
 KW0791_STAMPING: H 305 1966
 KW0791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0791
 KW0791  HISTORY     - Date     Condition        Report By
 KW0791  HISTORY     - 1966     MONUMENTED       PADH
 KW0791  HISTORY     - 1966     GOOD             CGS
 KW0791  HISTORY     - 1975     GOOD             PADT
 KW0791  HISTORY     - 19950408 GOOD             USPSQD
 KW0791  HISTORY     - 20040327 MARK NOT FOUND   PADT
 KW0791
 KW0791                          STATION DESCRIPTION
 KW0791
 KW0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0791'8.2 MI NW FROM LANCASTER.
 KW0791'ABOUT 0.6 MILE WEST AONG BY-PASS FROM THE U.S. HIGHWAY 30 BY-PASS
 KW0791'AND STATE HIGHWAY 230 JUNCTION, WHICH IS ABOUT 7.7 MILES
 KW0791'NORTHWEST OF LANCASTER, SET IN THE TOP OF THE WEST END OF SOUTH
 KW0791'CURBING OF A BRIDGE OVER P. RR., 23 FEET SOUTH OF THE CENTERLINE
 KW0791'OF THE EAST BOUND LANE OF HIGHWAY, 3.4 FEET EAST OF THE WEST END
 KW0791'OF CURBING, AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 KW0791
 KW0791                          STATION RECOVERY (1975)
 KW0791
 KW0791'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 KW0791'RECOVERED IN GOOD CONDITION.
 KW0791
 KW0791                          STATION RECOVERY (1995)
 KW0791
 KW0791'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW0791'RECOVERED IN GOOD CONDITION.
 KW0791
 KW0791                          STATION RECOVERY (2004)
 KW0791
 KW0791'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (SMM)
 KW0791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2023 ***********************************************************************
 KW2023  DESIGNATION -  H 306 PADH
 KW2023  PID         -  KW2023
 KW2023  STATE/COUNTY-  PA/ADAMS
 KW2023  USGS QUAD   -  DILLSBURG (1984)
 KW2023
 KW2023                         *CURRENT SURVEY CONTROL
 KW2023  ___________________________________________________________________
 KW2023* NAD 83(1986)-  40 00 03.     (N)    077 06 21.     (W)     SCALED    
 KW2023* NAVD 88     -       179.055  (meters)     587.45   (feet)  ADJUSTED  
 KW2023  ___________________________________________________________________
 KW2023  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 KW2023  DYNAMIC HT  -         178.961 (meters)     587.14  (feet)  COMP
 KW2023  MODELED GRAV-     980,098.9   (mgal)                       NAVD 88
 KW2023
 KW2023  VERT ORDER  -  SECOND    CLASS 0
 KW2023
 KW2023.The horizontal coordinates were scaled from a topographic map and have
 KW2023.an estimated accuracy of +/- 6 seconds.
 KW2023
 KW2023.The orthometric height was determined by differential leveling
 KW2023.and adjusted by the National Geodetic Survey in June 1991..
 KW2023
 KW2023.The geoid height was determined by GEOID03.
 KW2023
 KW2023.The dynamic height is computed by dividing the NAVD 88
 KW2023.geopotential number by the normal gravity value computed on the
 KW2023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2023.degrees latitude (g = 980.6199 gals.).
 KW2023
 KW2023.The modeled gravity was interpolated from observed gravity values.
 KW2023
 KW2023;                    North         East    Units  Estimated Accuracy
 KW2023;SPC PA S     -    74,320.      655,010.      MT  (+/- 180 meters Scaled)
 KW2023
 KW2023                          SUPERSEDED SURVEY CONTROL
 KW2023
 KW2023  NGVD 29 (??/??/??)  179.252  (m)          588.10   (f) ADJUSTED    2 0
 KW2023
 KW2023.Superseded values are not recommended for survey control.
 KW2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2023.See file dsdata.txt to determine how the superseded data were derived.
 KW2023
 KW2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK202299(NAD 83)
 KW2023_MARKER: DD = SURVEY DISK
 KW2023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2023_SP_SET: VIADUCT BANNISTER
 KW2023_STAMPING: H 306 1966
 KW2023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2023
 KW2023  HISTORY     - Date     Condition        Report By
 KW2023  HISTORY     - 1966     MONUMENTED       PADH
 KW2023  HISTORY     - 20020501 GOOD             NGS
 KW2023  HISTORY     - 20060512 MARK NOT FOUND   GEOCAC
 KW2023
 KW2023                          STATION DESCRIPTION
 KW2023
 KW2023'DESCRIBED BY PA DEPT OF HIGHWAYS 1966
 KW2023'AT YORK SPRINGS.
 KW2023'AT YORK SPRINGS, 22.0 FEET SOUTHEAST OF THE CENTERLINE OF THE
 KW2023'NORTH BOUND LANE OF U.S. HIGHWAY 15, SET IN THE TOP OF THE
 KW2023'SOUTHWEST END OF SOUTHEAST BANNISTER OF THE VIADUCT OVER STATE
 KW2023'HIGHWAY 94 AND IS ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 KW2023
 KW2023                          STATION RECOVERY (2002)
 KW2023
 KW2023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 KW2023'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KW2023
 KW2023                          STATION RECOVERY (2006)
 KW2023
 KW2023'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2023'BRIDGE AND ABUTMENTS HAVE BEEN REPLACED - A NEW UNSTAMPED PA DEPT. OF
 KW2023'TRANSPORTATION DISK HAS BEEN RESET IN ABOUT THE SAME LOCATION, HOWEVER
 KW2023'THE NEW BANNISTER IS ABOUT 4 FEET ABOVE THR ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1437 ***********************************************************************
 KW1437  DESIGNATION -  H 307 PADH
 KW1437  PID         -  KW1437
 KW1437  STATE/COUNTY-  PA/SNYDER
 KW1437  USGS QUAD   -  PILLOW (1975)
 KW1437
 KW1437                         *CURRENT SURVEY CONTROL
 KW1437  ___________________________________________________________________
 KW1437* NAD 83(1986)-  40 41 52.     (N)    076 52 24.     (W)     SCALED    
 KW1437* NAVD 88     -       128.953  (meters)     423.07   (feet)  ADJUSTED  
 KW1437  ___________________________________________________________________
 KW1437  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 KW1437  DYNAMIC HT  -         128.894 (meters)     422.88  (feet)  COMP
 KW1437  MODELED GRAV-     980,161.9   (mgal)                       NAVD 88
 KW1437
 KW1437  VERT ORDER  -  FIRST     CLASS II
 KW1437
 KW1437.The horizontal coordinates were scaled from a topographic map and have
 KW1437.an estimated accuracy of +/- 6 seconds.
 KW1437
 KW1437.The orthometric height was determined by differential leveling
 KW1437.and adjusted by the National Geodetic Survey in June 1991..
 KW1437
 KW1437.The geoid height was determined by GEOID03.
 KW1437
 KW1437.The dynamic height is computed by dividing the NAVD 88
 KW1437.geopotential number by the normal gravity value computed on the
 KW1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1437.degrees latitude (g = 980.6199 gals.).
 KW1437
 KW1437.The modeled gravity was interpolated from observed gravity values.
 KW1437
 KW1437;                    North         East    Units  Estimated Accuracy
 KW1437;SPC PA S     -   151,870.      674,090.      MT  (+/- 180 meters Scaled)
 KW1437
 KW1437                          SUPERSEDED SURVEY CONTROL
 KW1437
 KW1437  NGVD 29 (??/??/??)  129.175  (m)          423.80   (f) ADJUSTED    1 2
 KW1437
 KW1437.Superseded values are not recommended for survey control.
 KW1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1437.See file dsdata.txt to determine how the superseded data were derived.
 KW1437
 KW1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL417068(NAD 83)
 KW1437_MARKER: DD = SURVEY DISK
 KW1437_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1437_SP_SET: BRIDGE
 KW1437_STAMPING: H 307 1966
 KW1437_MARK LOGO: PADH  
 KW1437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1437
 KW1437  HISTORY     - Date     Condition        Report By
 KW1437  HISTORY     - 1966     MONUMENTED       PADH
 KW1437  HISTORY     - 1966     GOOD             CGS
 KW1437  HISTORY     - 1983     GOOD             NGS
 KW1437  HISTORY     - 1989     GOOD             USPSQD
 KW1437
 KW1437                          STATION DESCRIPTION
 KW1437
 KW1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1437'7.3 MI S FROM SELINSGROVE.
 KW1437'7.3 MILES SOUTH ALONG U.S. HIGHWAYS 11 AND 15 FROM THE POST
 KW1437'OFFICE IN SELINSGROVE, 27 FEET EAST OF THE APPROXIMATE
 KW1437'CENTERLINE OF HIGHWAY, SET IN THE TOP OF THE SOUTHEAST WINGWALL
 KW1437'OF A BRIDGE AND IS ABOUT LEVEL WITH THE HIGHWAY.
 KW1437
 KW1437                          STATION RECOVERY (1983)
 KW1437
 KW1437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KW1437'RECOVERED IN GOOD CONDITION.
 KW1437
 KW1437                          STATION RECOVERY (1989)
 KW1437
 KW1437'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1843 ***********************************************************************
 KW1843  DESIGNATION -  H 308 PADH
 KW1843  PID         -  KW1843
 KW1843  STATE/COUNTY-  PA/PERRY
 KW1843  USGS QUAD   -  DUNCANNON (1984)
 KW1843
 KW1843                         *CURRENT SURVEY CONTROL
 KW1843  ___________________________________________________________________
 KW1843* NAD 83(1986)-  40 27 00.     (N)    077 01 13.     (W)     SCALED    
 KW1843* NAVD 88     -       125.945  (meters)     413.20   (feet)  ADJUSTED  
 KW1843  ___________________________________________________________________
 KW1843  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 KW1843  DYNAMIC HT  -         125.884 (meters)     413.00  (feet)  COMP
 KW1843  MODELED GRAV-     980,141.7   (mgal)                       NAVD 88
 KW1843
 KW1843  VERT ORDER  -  SECOND    CLASS 0
 KW1843
 KW1843.The horizontal coordinates were scaled from a topographic map and have
 KW1843.an estimated accuracy of +/- 6 seconds.
 KW1843
 KW1843.The orthometric height was determined by differential leveling
 KW1843.and adjusted by the National Geodetic Survey in June 1991..
 KW1843
 KW1843.The geoid height was determined by GEOID03.
 KW1843
 KW1843.The dynamic height is computed by dividing the NAVD 88
 KW1843.geopotential number by the normal gravity value computed on the
 KW1843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1843.degrees latitude (g = 980.6199 gals.).
 KW1843
 KW1843.The modeled gravity was interpolated from observed gravity values.
 KW1843
 KW1843;                    North         East    Units  Estimated Accuracy
 KW1843;SPC PA S     -   124,250.      661,900.      MT  (+/- 180 meters Scaled)
 KW1843
 KW1843                          SUPERSEDED SURVEY CONTROL
 KW1843
 KW1843  NGVD 29 (??/??/??)  126.180  (m)          413.98   (f) ADJUSTED    2 0
 KW1843
 KW1843.Superseded values are not recommended for survey control.
 KW1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1843.See file dsdata.txt to determine how the superseded data were derived.
 KW1843
 KW1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK286796(NAD 83)
 KW1843_MARKER: DD = SURVEY DISK
 KW1843_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1843_SP_SET: OVERPASS BANNISTER
 KW1843_STAMPING: H 306 1966
 KW1843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1843
 KW1843  HISTORY     - Date     Condition        Report By
 KW1843  HISTORY     - 1966     MONUMENTED       PADH
 KW1843  HISTORY     - 1966     GOOD             CGS
 KW1843  HISTORY     - 1977     GOOD             NGS
 KW1843  HISTORY     - 20040913 MARK NOT FOUND   GEOCAC
 KW1843
 KW1843                          STATION DESCRIPTION
 KW1843
 KW1843'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1843'2.1 MI NW FROM AMITY HALL.
 KW1843'ABOUT 2.1 MILES NORTHWEST ALONG U.S. HIGHWAY 22 AND 322 FROM ITS
 KW1843'JUNCTION WITH U.S. HIGHWAY 11 AND 15 IN AMITY HALL, 25 FEET
 KW1843'NORTHEAST OF THE WEST BOUND LANE OF HIGHWAY, SET IN THE TOP OF THE
 KW1843'SOUTH END OF EAST BANNISTER OF A OVERPASS AT THE WATTS EXIT AND
 KW1843'IS ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 KW1843
 KW1843                          STATION RECOVERY (1977)
 KW1843
 KW1843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KW1843'RECOVERED IN GOOD CONDITION.
 KW1843
 KW1843                          STATION RECOVERY (2004)
 KW1843
 KW1843'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1843'BRIDGE HAS BEEN REPLACED. A MARKER WITH NO STAMPING HAS BEEN SET ON
 KW1843'THE BANISTER OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1746 ***********************************************************************
 KW1746  DESIGNATION -  H 309 PADH
 KW1746  PID         -  KW1746
 KW1746  STATE/COUNTY-  PA/JUNIATA
 KW1746  USGS QUAD   -  MEXICO (1979)
 KW1746
 KW1746                         *CURRENT SURVEY CONTROL
 KW1746  ___________________________________________________________________
 KW1746* NAD 83(1986)-  40 33 18.     (N)    077 16 21.     (W)     SCALED    
 KW1746* NAVD 88     -       143.590  (meters)     471.09   (feet)  ADJUSTED  
 KW1746  ___________________________________________________________________
 KW1746  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KW1746  DYNAMIC HT  -         143.522 (meters)     470.87  (feet)  COMP
 KW1746  MODELED GRAV-     980,153.8   (mgal)                       NAVD 88
 KW1746
 KW1746  VERT ORDER  -  SECOND    CLASS 0
 KW1746
 KW1746.The horizontal coordinates were scaled from a topographic map and have
 KW1746.an estimated accuracy of +/- 6 seconds.
 KW1746
 KW1746.The orthometric height was determined by differential leveling
 KW1746.and adjusted by the National Geodetic Survey in June 1991..
 KW1746
 KW1746.The geoid height was determined by GEOID03.
 KW1746
 KW1746.The dynamic height is computed by dividing the NAVD 88
 KW1746.geopotential number by the normal gravity value computed on the
 KW1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1746.degrees latitude (g = 980.6199 gals.).
 KW1746
 KW1746.The modeled gravity was interpolated from observed gravity values.
 KW1746
 KW1746;                    North         East    Units  Estimated Accuracy
 KW1746;SPC PA S     -   135,760.      640,440.      MT  (+/- 180 meters Scaled)
 KW1746
 KW1746                          SUPERSEDED SURVEY CONTROL
 KW1746
 KW1746  NGVD 29 (??/??/??)  143.807  (m)          471.81   (f) ADJUSTED    2 0
 KW1746
 KW1746.Superseded values are not recommended for survey control.
 KW1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1746.See file dsdata.txt to determine how the superseded data were derived.
 KW1746
 KW1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK075918(NAD 83)
 KW1746_MARKER: DD = SURVEY DISK
 KW1746_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1746_SP_SET: BRIDGE
 KW1746_STAMPING: H 309 1966
 KW1746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1746
 KW1746  HISTORY     - Date     Condition        Report By
 KW1746  HISTORY     - 1966     MONUMENTED       PADH
 KW1746  HISTORY     - 1966     GOOD             CGS
 KW1746  HISTORY     - 1968     GOOD             CGS
 KW1746
 KW1746                          STATION DESCRIPTION
 KW1746
 KW1746'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1746'2 MI NW FROM THOMPSONTOWN.
 KW1746'2.0 MILES NORTHWEST ALONG U.S. HIGHWAY 22 AND 322 FROM THE
 KW1746'BRIDGE OVER DELAWARE CREEK IN THOMPSONTOWN, SET IN THE TOP OF
 KW1746'THE SOUTHEAST WINGWALL OF A BRIDGE, 112 FEET SOUTH OF A CHURCH,
 KW1746'16 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY AND IS ABOUT
 KW1746'1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 KW1746
 KW1746                          STATION RECOVERY (1968)
 KW1746
 KW1746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 KW1746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0557 ***********************************************************************
 LZ0557  DESIGNATION -  H 31
 LZ0557  PID         -  LZ0557
 LZ0557  STATE/COUNTY-  PA/TIOGA
 LZ0557  USGS QUAD   -  MILLERTON (1969)
 LZ0557
 LZ0557                         *CURRENT SURVEY CONTROL
 LZ0557  ___________________________________________________________________
 LZ0557* NAD 83(1986)-  41 57 45.     (N)    076 58 28.     (W)     SCALED    
 LZ0557* NAVD 88     -       423.966  (meters)    1390.96   (feet)  ADJUSTED  
 LZ0557  ___________________________________________________________________
 LZ0557  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LZ0557  DYNAMIC HT  -         423.800 (meters)    1390.42  (feet)  COMP
 LZ0557  MODELED GRAV-     980,216.7   (mgal)                       NAVD 88
 LZ0557
 LZ0557  VERT ORDER  -  SECOND    CLASS 0
 LZ0557
 LZ0557.The horizontal coordinates were scaled from a topographic map and have
 LZ0557.an estimated accuracy of +/- 6 seconds.
 LZ0557
 LZ0557.The orthometric height was determined by differential leveling
 LZ0557.and adjusted by the National Geodetic Survey in June 1991..
 LZ0557
 LZ0557.The geoid height was determined by GEOID03.
 LZ0557
 LZ0557.The dynamic height is computed by dividing the NAVD 88
 LZ0557.geopotential number by the normal gravity value computed on the
 LZ0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0557.degrees latitude (g = 980.6199 gals.).
 LZ0557
 LZ0557.The modeled gravity was interpolated from observed gravity values.
 LZ0557
 LZ0557;                    North         East    Units  Estimated Accuracy
 LZ0557;SPC PA N     -   199,730.      664,290.      MT  (+/- 180 meters Scaled)
 LZ0557
 LZ0557                          SUPERSEDED SURVEY CONTROL
 LZ0557
 LZ0557  NGVD 29 (??/??/92)  424.110  (m)         1391.43   (f) ADJ UNCH    2 0
 LZ0557
 LZ0557.Superseded values are not recommended for survey control.
 LZ0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0557.See file dsdata.txt to determine how the superseded data were derived.
 LZ0557
 LZ0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM363474(NAD 83)
 LZ0557_MARKER: DB = BENCH MARK DISK
 LZ0557_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0557_SP_SET: BRIDGE
 LZ0557_STAMPING: H 31 1934
 LZ0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0557
 LZ0557  HISTORY     - Date     Condition        Report By
 LZ0557  HISTORY     - 1934     MONUMENTED       CGS
 LZ0557
 LZ0557                          STATION DESCRIPTION
 LZ0557
 LZ0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0557'2.9 MI E FROM JACKSON SUMMIT.
 LZ0557'2.9 MILES EAST ALONG THE ERIE RAILROAD FROM JACKSON SUMMIT,
 LZ0557'TIOGA COUNTY, ABOUT 0.4 MILE WEST OF MILEPOST 14, IN 10-FOOT
 LZ0557'CONCRETE BRIDGE 14.37, 12 FEET SOUTH OF THE SOUTH RAIL, AND 11
 LZ0557'FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 LZ0557'H 31 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1670 ***********************************************************************
 KW1670  DESIGNATION -  H 310
 KW1670  PID         -  KW1670
 KW1670  STATE/COUNTY-  PA/SNYDER
 KW1670  USGS QUAD   -  MC CLURE (1978)
 KW1670
 KW1670                         *CURRENT SURVEY CONTROL
 KW1670  ___________________________________________________________________
 KW1670* NAD 83(1986)-  40 42 43.     (N)    077 17 42.     (W)     SCALED    
 KW1670* NAVD 88     -       226.145  (meters)     741.94   (feet)  ADJUSTED  
 KW1670  ___________________________________________________________________
 KW1670  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KW1670  DYNAMIC HT  -         226.037 (meters)     741.59  (feet)  COMP
 KW1670  MODELED GRAV-     980,138.1   (mgal)                       NAVD 88
 KW1670
 KW1670  VERT ORDER  -  SECOND    CLASS 0
 KW1670
 KW1670.The horizontal coordinates were scaled from a topographic map and have
 KW1670.an estimated accuracy of +/- 6 seconds.
 KW1670
 KW1670.The orthometric height was determined by differential leveling
 KW1670.and adjusted by the National Geodetic Survey in June 1991..
 KW1670
 KW1670.The geoid height was determined by GEOID03.
 KW1670
 KW1670.The dynamic height is computed by dividing the NAVD 88
 KW1670.geopotential number by the normal gravity value computed on the
 KW1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1670.degrees latitude (g = 980.6199 gals.).
 KW1670
 KW1670.The modeled gravity was interpolated from observed gravity values.
 KW1670
 KW1670;                    North         East    Units  Estimated Accuracy
 KW1670;SPC PA S     -   153,180.      638,450.      MT  (+/- 180 meters Scaled)
 KW1670
 KW1670                          SUPERSEDED SURVEY CONTROL
 KW1670
 KW1670  NGVD 29 (??/??/??)  226.366  (m)          742.67   (f) ADJUSTED    2 0
 KW1670
 KW1670.Superseded values are not recommended for survey control.
 KW1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1670.See file dsdata.txt to determine how the superseded data were derived.
 KW1670
 KW1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL061093(NAD 83)
 KW1670_MARKER: DB = BENCH MARK DISK
 KW1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1670_STAMPING: H 310 1966
 KW1670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1670+STABILITY: SURFACE MOTION
 KW1670
 KW1670  HISTORY     - Date     Condition        Report By
 KW1670  HISTORY     - 1966     MONUMENTED       CGS
 KW1670
 KW1670                          STATION DESCRIPTION
 KW1670
 KW1670'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1670'1.2 MI E FROM MC CLURE.
 KW1670'1.2 MILES EAST ALONG U.S. HIGHWAY 522 FROM ITS JUNCTION WITH
 KW1670'MAIN STREET IN MC CLURE, THENCE SOUTH ALONG A FARM LANE, 550
 KW1670'FEET SOUTH OF THE HIGHWAY, 30 FEET NORTH OF THE OLD RAILROAD,
 KW1670'11 FEET EAST OF THE APPROXIMATE CENTER OF FARM LANE, 2.0 FEET
 KW1670'SOUTH OF A METAL WITNESS SIGN, 1.5 FEET NORTH OF POLE NO 40 K,
 KW1670'SET IN THE TOP OF A CONCRETE POST PROJECTING 6-INCHES AND IS 20
 KW1670'FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2262 ***********************************************************************
 KW2262  DESIGNATION -  H 311 PADH
 KW2262  PID         -  KW2262
 KW2262  STATE/COUNTY-  PA/MIFFLIN
 KW2262  USGS QUAD   -  NEWTON HAMILTON (1971)
 KW2262
 KW2262                         *CURRENT SURVEY CONTROL
 KW2262  ___________________________________________________________________
 KW2262* NAD 83(1986)-  40 26 31.     (N)    077 50 32.     (W)     SCALED    
 KW2262* NAVD 88     -       217.343  (meters)     713.07   (feet)  ADJUSTED  
 KW2262  ___________________________________________________________________
 KW2262  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KW2262  DYNAMIC HT  -         217.231 (meters)     712.70  (feet)  COMP
 KW2262  MODELED GRAV-     980,105.9   (mgal)                       NAVD 88
 KW2262
 KW2262  VERT ORDER  -  SECOND    CLASS 0
 KW2262
 KW2262.The horizontal coordinates were scaled from a topographic map and have
 KW2262.an estimated accuracy of +/- 6 seconds.
 KW2262
 KW2262.The orthometric height was determined by differential leveling
 KW2262.and adjusted by the National Geodetic Survey in June 1991..
 KW2262
 KW2262.The geoid height was determined by GEOID03.
 KW2262
 KW2262.The dynamic height is computed by dividing the NAVD 88
 KW2262.geopotential number by the normal gravity value computed on the
 KW2262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2262.degrees latitude (g = 980.6199 gals.).
 KW2262
 KW2262.The modeled gravity was interpolated from observed gravity values.
 KW2262
 KW2262;                    North         East    Units  Estimated Accuracy
 KW2262;SPC PA S     -   123,100.      592,180.      MT  (+/- 180 meters Scaled)
 KW2262
 KW2262                          SUPERSEDED SURVEY CONTROL
 KW2262
 KW2262  NGVD 29 (??/??/??)  217.541  (m)          713.72   (f) ADJUSTED    2 0
 KW2262
 KW2262.Superseded values are not recommended for survey control.
 KW2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2262.See file dsdata.txt to determine how the superseded data were derived.
 KW2262
 KW2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK589806(NAD 83)
 KW2262_MARKER: DD = SURVEY DISK
 KW2262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2262_SP_SET: CULVERT
 KW2262_STAMPING: H 311 1966
 KW2262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2262
 KW2262  HISTORY     - Date     Condition        Report By
 KW2262  HISTORY     - 1966     MONUMENTED       PADH
 KW2262  HISTORY     - 1967     GOOD             CGS
 KW2262
 KW2262                          STATION DESCRIPTION
 KW2262
 KW2262'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KW2262'4.2 MI NE FROM MT UNION.
 KW2262'4.2 MILES NORTHEAST ALONG U.S. HIGHWAY 22 AND 522 FROM THE
 KW2262'JUNCTION OF U.S. HIGHWAY 22 AND 522 SOUTH IN MT. UNION, SET
 KW2262'IN THE TOP OF THE SOUTHWEST WINGWALL OF A LARGE BOX CULVERT,
 KW2262'26.5 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY AND IS ABOUT
 KW2262'2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0361 ***********************************************************************
 KX0361  DESIGNATION -  H 312
 KX0361  PID         -  KX0361
 KX0361  STATE/COUNTY-  PA/BLAIR
 KX0361  USGS QUAD   -  FRANKSTOWN (1994)
 KX0361
 KX0361                         *CURRENT SURVEY CONTROL
 KX0361  ___________________________________________________________________
 KX0361* NAD 83(1986)-  40 28 18.     (N)    078 17 01.     (W)     SCALED    
 KX0361* NAVD 88     -       276.919  (meters)     908.53   (feet)  ADJUSTED  
 KX0361  ___________________________________________________________________
 KX0361  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KX0361  DYNAMIC HT  -         276.776 (meters)     908.06  (feet)  COMP
 KX0361  MODELED GRAV-     980,101.7   (mgal)                       NAVD 88
 KX0361
 KX0361  VERT ORDER  -  SECOND    CLASS 0
 KX0361
 KX0361.The horizontal coordinates were scaled from a topographic map and have
 KX0361.an estimated accuracy of +/- 6 seconds.
 KX0361
 KX0361.The orthometric height was determined by differential leveling
 KX0361.and adjusted by the National Geodetic Survey in June 1991..
 KX0361
 KX0361.The geoid height was determined by GEOID03.
 KX0361
 KX0361.The dynamic height is computed by dividing the NAVD 88
 KX0361.geopotential number by the normal gravity value computed on the
 KX0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0361.degrees latitude (g = 980.6199 gals.).
 KX0361
 KX0361.The modeled gravity was interpolated from observed gravity values.
 KX0361
 KX0361;                    North         East    Units  Estimated Accuracy
 KX0361;SPC PA S     -   126,530.      554,750.      MT  (+/- 180 meters Scaled)
 KX0361
 KX0361                          SUPERSEDED SURVEY CONTROL
 KX0361
 KX0361  NGVD 29 (??/??/92)  277.097  (m)          909.11   (f) ADJ UNCH    2 0
 KX0361
 KX0361.Superseded values are not recommended for survey control.
 KX0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0361.See file dsdata.txt to determine how the superseded data were derived.
 KX0361
 KX0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE302836(NAD 83)
 KX0361_MARKER: DD = SURVEY DISK
 KX0361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0361_SP_SET: BRIDGE
 KX0361_STAMPING: H 312 1966
 KX0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0361
 KX0361  HISTORY     - Date     Condition        Report By
 KX0361  HISTORY     - 1966     MONUMENTED       PADT
 KX0361  HISTORY     - 1967     GOOD             NGS
 KX0361
 KX0361                          STATION DESCRIPTION
 KX0361
 KX0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0361'4.2 MI SE FROM FRANKSTOWN.
 KX0361'4.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 22 FROM ITS JUNCTION
 KX0361'WITH FRANKSTOWN ROAD IN FRANKSTOWN, SET IN THE TOP OF THE
 KX0361'NORTHEAST WINGWALL OF A BRIDGE, 22 FEET NORTH OF THE CENTERLINE
 KX0361'OF HIGHWAY AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0385 ***********************************************************************
 KX0385  DESIGNATION -  H 313
 KX0385  PID         -  KX0385
 KX0385  STATE/COUNTY-  PA/BLAIR
 KX0385  USGS QUAD   -  ROARING SPRING (1987)
 KX0385
 KX0385                         *CURRENT SURVEY CONTROL
 KX0385  ___________________________________________________________________
 KX0385* NAD 83(1986)-  40 18 25.     (N)    078 26 59.     (W)     SCALED    
 KX0385* NAVD 88     -       341.501  (meters)    1120.41   (feet)  ADJUSTED  
 KX0385  ___________________________________________________________________
 KX0385  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KX0385  DYNAMIC HT  -         341.315 (meters)    1119.80  (feet)  COMP
 KX0385  MODELED GRAV-     980,069.7   (mgal)                       NAVD 88
 KX0385
 KX0385  VERT ORDER  -  SECOND    CLASS 0
 KX0385
 KX0385.The horizontal coordinates were scaled from a topographic map and have
 KX0385.an estimated accuracy of +/- 6 seconds.
 KX0385
 KX0385.The orthometric height was determined by differential leveling
 KX0385.and adjusted by the National Geodetic Survey in June 1991..
 KX0385
 KX0385.The geoid height was determined by GEOID03.
 KX0385
 KX0385.The dynamic height is computed by dividing the NAVD 88
 KX0385.geopotential number by the normal gravity value computed on the
 KX0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0385.degrees latitude (g = 980.6199 gals.).
 KX0385
 KX0385.The modeled gravity was interpolated from observed gravity values.
 KX0385
 KX0385;                    North         East    Units  Estimated Accuracy
 KX0385;SPC PA S     -   108,340.      540,520.      MT  (+/- 180 meters Scaled)
 KX0385
 KX0385                          SUPERSEDED SURVEY CONTROL
 KX0385
 KX0385  NGVD 29 (??/??/92)  341.648  (m)         1120.89   (f) ADJ UNCH    2 0
 KX0385
 KX0385.Superseded values are not recommended for survey control.
 KX0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0385.See file dsdata.txt to determine how the superseded data were derived.
 KX0385
 KX0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE167649(NAD 83)
 KX0385_MARKER: DD = SURVEY DISK
 KX0385_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0385_SP_SET: BRIDGE
 KX0385_STAMPING: H 313 1967
 KX0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0385
 KX0385  HISTORY     - Date     Condition        Report By
 KX0385  HISTORY     - 1967     MONUMENTED       PADT
 KX0385  HISTORY     - 1967     GOOD             NGS
 KX0385
 KX0385                          STATION DESCRIPTION
 KX0385
 KX0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0385'6.1 MI S FROM NEWRY.
 KX0385'6.1 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE,
 KX0385'SET IN THE TOP OF THE SOUTHEAST WINGWALL OF A BRIDGE, 22.0 FEET
 KX0385'EAST OF THE CENTERLINE OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0515 ***********************************************************************
 JW0515  DESIGNATION -  H 314
 JW0515  PID         -  JW0515
 JW0515  STATE/COUNTY-  PA/BEDFORD
 JW0515  USGS QUAD   -  RAINSBURG (1977)
 JW0515
 JW0515                         *CURRENT SURVEY CONTROL
 JW0515  ___________________________________________________________________
 JW0515* NAD 83(1986)-  39 57 44.     (N)    078 33 02.     (W)     SCALED    
 JW0515* NAVD 88     -       395.596  (meters)    1297.88   (feet)  ADJUSTED  
 JW0515  ___________________________________________________________________
 JW0515  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JW0515  DYNAMIC HT  -         395.371 (meters)    1297.15  (feet)  COMP
 JW0515  MODELED GRAV-     980,044.7   (mgal)                       NAVD 88
 JW0515
 JW0515  VERT ORDER  -  SECOND    CLASS 0
 JW0515
 JW0515.The horizontal coordinates were scaled from a topographic map and have
 JW0515.an estimated accuracy of +/- 6 seconds.
 JW0515
 JW0515.The orthometric height was determined by differential leveling
 JW0515.and adjusted by the National Geodetic Survey in June 1991..
 JW0515
 JW0515.The geoid height was determined by GEOID03.
 JW0515
 JW0515.The dynamic height is computed by dividing the NAVD 88
 JW0515.geopotential number by the normal gravity value computed on the
 JW0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0515.degrees latitude (g = 980.6199 gals.).
 JW0515
 JW0515.The modeled gravity was interpolated from observed gravity values.
 JW0515
 JW0515;                    North         East    Units  Estimated Accuracy
 JW0515;SPC PA S     -    70,140.      531,600.      MT  (+/- 180 meters Scaled)
 JW0515
 JW0515                          SUPERSEDED SURVEY CONTROL
 JW0515
 JW0515  NGVD 29 (??/??/92)  395.761  (m)         1298.43   (f) ADJ UNCH    2 0
 JW0515
 JW0515.Superseded values are not recommended for survey control.
 JW0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0515.See file dsdata.txt to determine how the superseded data were derived.
 JW0515
 JW0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE092264(NAD 83)
 JW0515_MARKER: DB = BENCH MARK DISK
 JW0515_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0515_SP_SET: CATCH BASIN
 JW0515_STAMPING: H 314 1967
 JW0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0515
 JW0515  HISTORY     - Date     Condition        Report By
 JW0515  HISTORY     - 1967     MONUMENTED       CGS
 JW0515
 JW0515                          STATION DESCRIPTION
 JW0515
 JW0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JW0515'5.2 MI S FROM BEDFORD.
 JW0515'ABOUT 5.25 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE JUNCTION
 JW0515'OF U.S. HIGHWAY 220 AND 30 (PITT STREET), SET IN THE TOP OF THE
 JW0515'APPROXIMATE CENTER OF THE BACKWALL OF A CATCH BASIN, 17.0 FEET
 JW0515'NORTHWEST OF CENTERLINE OF HIGHWAY, 13.0 FEET NORTHEAST OF
 JW0515'TELEPHONE POLE 208 AND 2.0 FEET ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0780 ***********************************************************************
 KX0780  DESIGNATION -  H 315
 KX0780  PID         -  KX0780
 KX0780  STATE/COUNTY-  PA/CAMBRIA
 KX0780  USGS QUAD   -  CARROLLTOWN (1972)
 KX0780
 KX0780                         *CURRENT SURVEY CONTROL
 KX0780  ___________________________________________________________________
 KX0780* NAD 83(1986)-  40 35 16.     (N)    078 42 49.     (W)     SCALED    
 KX0780* NAVD 88     -       640.712  (meters)    2102.07   (feet)  ADJUSTED  
 KX0780  ___________________________________________________________________
 KX0780  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KX0780  DYNAMIC HT  -         640.364 (meters)    2100.93  (feet)  COMP
 KX0780  MODELED GRAV-     980,060.0   (mgal)                       NAVD 88
 KX0780
 KX0780  VERT ORDER  -  SECOND    CLASS 0
 KX0780
 KX0780.The horizontal coordinates were scaled from a topographic map and have
 KX0780.an estimated accuracy of +/- 6 seconds.
 KX0780
 KX0780.The orthometric height was determined by differential leveling
 KX0780.and adjusted by the National Geodetic Survey in June 1991..
 KX0780
 KX0780.The geoid height was determined by GEOID03.
 KX0780
 KX0780.The dynamic height is computed by dividing the NAVD 88
 KX0780.geopotential number by the normal gravity value computed on the
 KX0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0780.degrees latitude (g = 980.6199 gals.).
 KX0780
 KX0780.The modeled gravity was interpolated from observed gravity values.
 KX0780
 KX0780;                    North         East    Units  Estimated Accuracy
 KX0780;SPC PA S     -   139,730.      518,430.      MT  (+/- 180 meters Scaled)
 KX0780
 KX0780                          SUPERSEDED SURVEY CONTROL
 KX0780
 KX0780  NGVD 29 (??/??/92)  640.870  (m)         2102.59   (f) ADJ UNCH    2 0
 KX0780
 KX0780.Superseded values are not recommended for survey control.
 KX0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0780.See file dsdata.txt to determine how the superseded data were derived.
 KX0780
 KX0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE934955(NAD 83)
 KX0780_MARKER: DB = BENCH MARK DISK
 KX0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0780_STAMPING: H 315 1967
 KX0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0780+STABILITY: SURFACE MOTION
 KX0780
 KX0780  HISTORY     - Date     Condition        Report By
 KX0780  HISTORY     - 1967     MONUMENTED       CGS
 KX0780
 KX0780                          STATION DESCRIPTION
 KX0780
 KX0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0780'1.4 MI S FROM CARROLLTOWN.
 KX0780'1.35 MILES SOUTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE IN
 KX0780'CARROLLTOWN, SET IN THE TOP OF A CONCRETE POST, FLUSH, 27 FEET
 KX0780'WEST OF THE CENTERLINE OF HIGHWAY, 3.3 FEET WEST OF POWER LINE
 KX0780'POLE NO. 307, 4.5 FEET EAST OF A GUY WIRE, 3.5 FEET NORTH OF A
 KX0780'METAL WITNESS SIGN, AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0578 ***********************************************************************
 KX0578  DESIGNATION -  H 316
 KX0578  PID         -  KX0578
 KX0578  STATE/COUNTY-  PA/SOMERSET
 KX0578  USGS QUAD   -  WINDBER (1998)
 KX0578
 KX0578                         *CURRENT SURVEY CONTROL
 KX0578  ___________________________________________________________________
 KX0578* NAD 83(1986)-  40 14 03.     (N)    078 51 28.     (W)     SCALED    
 KX0578* NAVD 88     -       602.419  (meters)    1976.44   (feet)  ADJUSTED  
 KX0578  ___________________________________________________________________
 KX0578  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KX0578  DYNAMIC HT  -         602.077 (meters)    1975.31  (feet)  COMP
 KX0578  MODELED GRAV-     980,038.6   (mgal)                       NAVD 88
 KX0578
 KX0578  VERT ORDER  -  SECOND    CLASS 0
 KX0578
 KX0578.The horizontal coordinates were scaled from a topographic map and have
 KX0578.an estimated accuracy of +/- 6 seconds.
 KX0578
 KX0578.The orthometric height was determined by differential leveling
 KX0578.and adjusted by the National Geodetic Survey in June 1991..
 KX0578
 KX0578.The geoid height was determined by GEOID03.
 KX0578
 KX0578.The dynamic height is computed by dividing the NAVD 88
 KX0578.geopotential number by the normal gravity value computed on the
 KX0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0578.degrees latitude (g = 980.6199 gals.).
 KX0578
 KX0578.The modeled gravity was interpolated from observed gravity values.
 KX0578
 KX0578;                    North         East    Units  Estimated Accuracy
 KX0578;SPC PA S     -   100,620.      505,730.      MT  (+/- 180 meters Scaled)
 KX0578
 KX0578                          SUPERSEDED SURVEY CONTROL
 KX0578
 KX0578  NGVD 29 (??/??/92)  602.568  (m)         1976.93   (f) ADJ UNCH    2 0
 KX0578
 KX0578.Superseded values are not recommended for survey control.
 KX0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0578.See file dsdata.txt to determine how the superseded data were derived.
 KX0578
 KX0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE822559(NAD 83)
 KX0578_MARKER: DB = BENCH MARK DISK
 KX0578_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0578_SP_SET: CULVERT
 KX0578_STAMPING: H 316 1967
 KX0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0578
 KX0578  HISTORY     - Date     Condition        Report By
 KX0578  HISTORY     - 1967     MONUMENTED       CGS
 KX0578
 KX0578                          STATION DESCRIPTION
 KX0578
 KX0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0578'0.9 MI SW FROM PAINT.
 KX0578'ABOUT 0.9 MILE SOUTHWEST ALONG STATE HIGHWAY 601 FROM ITS JUNCTION
 KX0578'WITH STATE HIGHWAY 56 IN SENORA, SET IN THE TOP OF A L SHAPED
 KX0578'HEADWALL OF A CONCRETE CULVERT, 23 FEET NORTH OF A TELEPHONE
 KX0578'POLE NO. 109/10, 16 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 KX0578'1.0 FOOT WEST OF THE EAST END OF HEADWALL AND IS ABOUT 2 FEET
 KX0578'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0760 ***********************************************************************
 KX0760  DESIGNATION -  H 317
 KX0760  PID         -  KX0760
 KX0760  STATE/COUNTY-  PA/INDIANA
 KX0760  USGS QUAD   -  BARNESBORO (1984)
 KX0760
 KX0760                         *CURRENT SURVEY CONTROL
 KX0760  ___________________________________________________________________
 KX0760* NAD 83(1986)-  40 43 34.     (N)    078 48 18.     (W)     SCALED    
 KX0760* NAVD 88     -       417.229  (meters)    1368.86   (feet)  ADJUSTED  
 KX0760  ___________________________________________________________________
 KX0760  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KX0760  DYNAMIC HT  -         417.000 (meters)    1368.11  (feet)  COMP
 KX0760  MODELED GRAV-     980,063.7   (mgal)                       NAVD 88
 KX0760
 KX0760  VERT ORDER  -  SECOND    CLASS 0
 KX0760
 KX0760.The horizontal coordinates were scaled from a topographic map and have
 KX0760.an estimated accuracy of +/- 6 seconds.
 KX0760
 KX0760.The orthometric height was determined by differential leveling
 KX0760.and adjusted by the National Geodetic Survey in June 1991..
 KX0760
 KX0760.The geoid height was determined by GEOID03.
 KX0760
 KX0760.The dynamic height is computed by dividing the NAVD 88
 KX0760.geopotential number by the normal gravity value computed on the
 KX0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0760.degrees latitude (g = 980.6199 gals.).
 KX0760
 KX0760.The modeled gravity was interpolated from observed gravity values.
 KX0760
 KX0760;                    North         East    Units  Estimated Accuracy
 KX0760;SPC PA S     -   155,180.      510,880.      MT  (+/- 180 meters Scaled)
 KX0760
 KX0760                          SUPERSEDED SURVEY CONTROL
 KX0760
 KX0760  NGVD 29 (??/??/92)  417.383  (m)         1369.36   (f) ADJ UNCH    2 0
 KX0760
 KX0760.Superseded values are not recommended for survey control.
 KX0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0760.See file dsdata.txt to determine how the superseded data were derived.
 KX0760
 KX0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF853106(NAD 83)
 KX0760_MARKER: DD = SURVEY DISK
 KX0760_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0760_SP_SET: BRIDGE
 KX0760_STAMPING: H 317 1967
 KX0760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0760
 KX0760  HISTORY     - Date     Condition        Report By
 KX0760  HISTORY     - 1967     MONUMENTED       PADT
 KX0760  HISTORY     - 1967     GOOD             NGS
 KX0760  HISTORY     - 1974     GOOD             PADT
 KX0760  HISTORY     - 20010201 GOOD             PADT
 KX0760
 KX0760                          STATION DESCRIPTION
 KX0760
 KX0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0760'AT CHERRY TREE.
 KX0760'AT CHERRY TREE, ABOUT 0.1 MILE WEST OF THE JUNCTION OF U.S.
 KX0760'HIGHWAY 219 AND STATE HIGHWAY 580, SET IN THE NORTHEAST
 KX0760'WINGWALL OF BRIDGE, 37.0 FEET WEST OF POWERLINE POLE NO. 4-5593,
 KX0760'26.0 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 580 AND
 KX0760'1.0 FOOT ABOVE STATE HIGHWAY 580.
 KX0760
 KX0760                          STATION RECOVERY (1974)
 KX0760
 KX0760'RECOVERY NOTE BY PA DEPT OF TRANSP 1974
 KX0760'RECOVERED IN GOOD CONDITION.
 KX0760
 KX0760                          STATION RECOVERY (2001)
 KX0760
 KX0760'RECOVERY NOTE BY PA DEPT OF TRANSP 2001
 KX0760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0568 ***********************************************************************
 MA0568  DESIGNATION -  H 318
 MA0568  PID         -  MA0568
 MA0568  STATE/COUNTY-  PA/CLEARFIELD
 MA0568  USGS QUAD   -  DU BOIS (1994)
 MA0568
 MA0568                         *CURRENT SURVEY CONTROL
 MA0568  ___________________________________________________________________
 MA0568* NAD 83(1986)-  41 01 05.     (N)    078 48 03.     (W)     SCALED    
 MA0568* NAVD 88     -       458.672  (meters)    1504.83   (feet)  ADJUSTED  
 MA0568  ___________________________________________________________________
 MA0568  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 MA0568  DYNAMIC HT  -         458.449 (meters)    1504.09  (feet)  COMP
 MA0568  MODELED GRAV-     980,123.5   (mgal)                       NAVD 88
 MA0568
 MA0568  VERT ORDER  -  SECOND    CLASS 0
 MA0568
 MA0568.The horizontal coordinates were scaled from a topographic map and have
 MA0568.an estimated accuracy of +/- 6 seconds.
 MA0568
 MA0568.The orthometric height was determined by differential leveling
 MA0568.and adjusted by the National Geodetic Survey in June 1991..
 MA0568
 MA0568.The geoid height was determined by GEOID03.
 MA0568
 MA0568.The dynamic height is computed by dividing the NAVD 88
 MA0568.geopotential number by the normal gravity value computed on the
 MA0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0568.degrees latitude (g = 980.6199 gals.).
 MA0568
 MA0568.The modeled gravity was interpolated from observed gravity values.
 MA0568
 MA0568;                    North         East    Units  Estimated Accuracy
 MA0568;SPC PA N     -    95,090.      511,620.      MT  (+/- 180 meters Scaled)
 MA0568
 MA0568                          SUPERSEDED SURVEY CONTROL
 MA0568
 MA0568  NGVD 29 (??/??/92)  458.827  (m)         1505.33   (f) ADJ UNCH    2 0
 MA0568
 MA0568.Superseded values are not recommended for survey control.
 MA0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0568.See file dsdata.txt to determine how the superseded data were derived.
 MA0568
 MA0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF849430(NAD 83)
 MA0568_MARKER: DB = BENCH MARK DISK
 MA0568_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0568_SP_SET: CULVERT
 MA0568_STAMPING: H 318 1967
 MA0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0568
 MA0568  HISTORY     - Date     Condition        Report By
 MA0568  HISTORY     - 1967     MONUMENTED       CGS
 MA0568
 MA0568                          STATION DESCRIPTION
 MA0568
 MA0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MA0568'1 MI SW FROM TROUTVILLE.
 MA0568'ABOUT 1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 410 FROM ITS
 MA0568'JUNCTION WITH THE MAIN CROSSROAD IN TROUTVILLE, 17.5 FEET SOUTH
 MA0568'OF THE CENTERLINE OF THE HIGHWAY, 0.5 FOOT WEST OF THE EAST END
 MA0568'OF HEADWALL, SET IN THE TOP OF A L SHAPED HEADWALL OF A CONCRETE
 MA0568'CULVERT AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0903 ***********************************************************************
 KX0903  DESIGNATION -  H 319
 KX0903  PID         -  KX0903
 KX0903  STATE/COUNTY-  PA/INDIANA
 KX0903  USGS QUAD   -  BRUSH VALLEY (1981)
 KX0903
 KX0903                         *CURRENT SURVEY CONTROL
 KX0903  ___________________________________________________________________
 KX0903* NAD 83(1986)-  40 36 11.     (N)    079 01 17.     (W)     SCALED    
 KX0903* NAVD 88     -       507.396  (meters)    1664.68   (feet)  ADJUSTED  
 KX0903  ___________________________________________________________________
 KX0903  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 KX0903  DYNAMIC HT  -         507.131 (meters)    1663.81  (feet)  COMP
 KX0903  MODELED GRAV-     980,086.9   (mgal)                       NAVD 88
 KX0903
 KX0903  VERT ORDER  -  SECOND    CLASS 0
 KX0903
 KX0903.The horizontal coordinates were scaled from a topographic map and have
 KX0903.an estimated accuracy of +/- 6 seconds.
 KX0903
 KX0903.The orthometric height was determined by differential leveling
 KX0903.and adjusted by the National Geodetic Survey in June 1991..
 KX0903
 KX0903.The geoid height was determined by GEOID03.
 KX0903
 KX0903.The dynamic height is computed by dividing the NAVD 88
 KX0903.geopotential number by the normal gravity value computed on the
 KX0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0903.degrees latitude (g = 980.6199 gals.).
 KX0903
 KX0903.The modeled gravity was interpolated from observed gravity values.
 KX0903
 KX0903;                    North         East    Units  Estimated Accuracy
 KX0903;SPC PA S     -   141,760.      492,400.      MT  (+/- 180 meters Scaled)
 KX0903
 KX0903                          SUPERSEDED SURVEY CONTROL
 KX0903
 KX0903  NGVD 29 (??/??/92)  507.572  (m)         1665.26   (f) ADJ UNCH    2 0
 KX0903
 KX0903.Superseded values are not recommended for survey control.
 KX0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0903.See file dsdata.txt to determine how the superseded data were derived.
 KX0903
 KX0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE674965(NAD 83)
 KX0903_MARKER: DB = BENCH MARK DISK
 KX0903_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0903_SP_SET: CATCH BASIN
 KX0903_STAMPING: H 319 1967
 KX0903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0903
 KX0903  HISTORY     - Date     Condition        Report By
 KX0903  HISTORY     - 1967     MONUMENTED       CGS
 KX0903  HISTORY     - 20010702 GOOD             PADT
 KX0903
 KX0903                          STATION DESCRIPTION
 KX0903
 KX0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0903'7.2 MI W FROM STRONGSTOWN.
 KX0903'7.15 MILES WEST ALONG U.S. HIGHWAY 422 FROM ITS JUNCTION WITH
 KX0903'STATE HIGHWAY 403 IN STRONGSTOWN, 7.7 MILES EAST OF INDIANA,
 KX0903'SET IN THE TOP OF THE BACKWALL OF A CATCH BASIN, 26 FEET NORTH
 KX0903'OF THE CENTERLINE OF HIGHWAY, 5.8 FEET EAST OF A METAL WITNESS
 KX0903'SIGN AND IS ABOUT LEVEL WITH THE HIGHWAY.
 KX0903
 KX0903                          STATION RECOVERY (2001)
 KX0903
 KX0903'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (ADR)
 KX0903'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0838 ***********************************************************************
 LZ0838  DESIGNATION -  H 32
 LZ0838  PID         -  LZ0838
 LZ0838  STATE/COUNTY-  PA/TIOGA
 LZ0838  USGS QUAD   -  BLOSSBURG (1986)
 LZ0838
 LZ0838                         *CURRENT SURVEY CONTROL
 LZ0838  ___________________________________________________________________
 LZ0838* NAD 83(1986)-  41 44 32.     (N)    077 04 36.     (W)     SCALED    
 LZ0838* NAVD 88     -       367.351  (meters)    1205.22   (feet)  ADJUSTED  
 LZ0838  ___________________________________________________________________
 LZ0838  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LZ0838  DYNAMIC HT  -         367.193 (meters)    1204.70  (feet)  COMP
 LZ0838  MODELED GRAV-     980,185.1   (mgal)                       NAVD 88
 LZ0838
 LZ0838  VERT ORDER  -  SECOND    CLASS 0
 LZ0838
 LZ0838.The horizontal coordinates were scaled from a topographic map and have
 LZ0838.an estimated accuracy of +/- 6 seconds.
 LZ0838
 LZ0838.The orthometric height was determined by differential leveling
 LZ0838.and adjusted by the National Geodetic Survey in June 1991..
 LZ0838.WARNING-Repeat measurements at this control monument indicate possible
 LZ0838.vertical movement.
 LZ0838
 LZ0838.The geoid height was determined by GEOID03.
 LZ0838
 LZ0838.The dynamic height is computed by dividing the NAVD 88
 LZ0838.geopotential number by the normal gravity value computed on the
 LZ0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0838.degrees latitude (g = 980.6199 gals.).
 LZ0838
 LZ0838.The modeled gravity was interpolated from observed gravity values.
 LZ0838
 LZ0838;                    North         East    Units  Estimated Accuracy
 LZ0838;SPC PA N     -   175,190.      656,010.      MT  (+/- 180 meters Scaled)
 LZ0838
 LZ0838                          SUPERSEDED SURVEY CONTROL
 LZ0838
 LZ0838  NGVD 29 (??/??/92)  367.493  (m)         1205.68   (f) ADJ UNCH    2 0
 LZ0838
 LZ0838.Superseded values are not recommended for survey control.
 LZ0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0838.See file dsdata.txt to determine how the superseded data were derived.
 LZ0838
 LZ0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM273232(NAD 83)
 LZ0838_MARKER: DB = BENCH MARK DISK
 LZ0838_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0838_SP_SET: STEP
 LZ0838_STAMPING: H 32 1934
 LZ0838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0838
 LZ0838  HISTORY     - Date     Condition        Report By
 LZ0838  HISTORY     - 1934     MONUMENTED       CGS
 LZ0838  HISTORY     - 1968     GOOD             NGS
 LZ0838  HISTORY     - 1977     GOOD             PADT
 LZ0838
 LZ0838                          STATION DESCRIPTION
 LZ0838
 LZ0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0838'AT COVINGTON.
 LZ0838'AT COVINGTON, TIOGA COUNTY, AT THE SOUTHEAST STEPS OF THE HIGH
 LZ0838'SCHOOL, ABOUT 260 FEET WEST OF THE ERIE RAILROAD, 18 FEET WEST
 LZ0838'OF THE SOUTHEAST CORNER OF THE NORTH WING OF THE BUILDING,
 LZ0838'10 FEET NORTH OF THE CENTER LINE OF THE SIDEWALK, IN THE TOP OF
 LZ0838'THE STEP LANDING OF THE SOUTH ENTRANCE OF THE AUDITORIUM, AND
 LZ0838'ABOUT 3 FEET HIGHER THAN THE SIDEWALK.  A STANDARD DISK, STAMPED
 LZ0838'H 32 1934.
 LZ0838
 LZ0838                          STATION RECOVERY (1977)
 LZ0838
 LZ0838'RECOVERY NOTE BY PA DEPT OF TRANSP 1977
 LZ0838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0939 ***********************************************************************
 KX0939  DESIGNATION -  H 320
 KX0939  PID         -  KX0939
 KX0939  STATE/COUNTY-  PA/ARMSTRONG
 KX0939  USGS QUAD   -  MOSGROVE (1993)
 KX0939
 KX0939                         *CURRENT SURVEY CONTROL
 KX0939  ___________________________________________________________________
 KX0939* NAD 83(1986)-  40 45 53.     (N)    079 25 22.     (W)     SCALED    
 KX0939* NAVD 88     -       434.063  (meters)    1424.09   (feet)  ADJUSTED  
 KX0939  ___________________________________________________________________
 KX0939  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KX0939  DYNAMIC HT  -         433.846 (meters)    1423.38  (feet)  COMP
 KX0939  MODELED GRAV-     980,111.9   (mgal)                       NAVD 88
 KX0939
 KX0939  VERT ORDER  -  SECOND    CLASS 0
 KX0939
 KX0939.The horizontal coordinates were scaled from a topographic map and have
 KX0939.an estimated accuracy of +/- 6 seconds.
 KX0939
 KX0939.The orthometric height was determined by differential leveling
 KX0939.and adjusted by the National Geodetic Survey in June 1991..
 KX0939
 KX0939.The geoid height was determined by GEOID03.
 KX0939
 KX0939.The dynamic height is computed by dividing the NAVD 88
 KX0939.geopotential number by the normal gravity value computed on the
 KX0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0939.degrees latitude (g = 980.6199 gals.).
 KX0939
 KX0939.The modeled gravity was interpolated from observed gravity values.
 KX0939
 KX0939;                    North         East    Units  Estimated Accuracy
 KX0939;SPC PA S     -   160,270.      458,770.      MT  (+/- 180 meters Scaled)
 KX0939
 KX0939                          SUPERSEDED SURVEY CONTROL
 KX0939
 KX0939  NGVD 29 (??/??/92)  434.239  (m)         1424.67   (f) ADJ UNCH    2 0
 KX0939
 KX0939.Superseded values are not recommended for survey control.
 KX0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0939.See file dsdata.txt to determine how the superseded data were derived.
 KX0939
 KX0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF331138(NAD 83)
 KX0939_MARKER: DB = BENCH MARK DISK
 KX0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0939_STAMPING: H 320 1967
 KX0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0939+STABILITY: SURFACE MOTION
 KX0939
 KX0939  HISTORY     - Date     Condition        Report By
 KX0939  HISTORY     - 1967     MONUMENTED       CGS
 KX0939  HISTORY     - 19930118 MARK NOT FOUND   USPSQD
 KX0939  HISTORY     - 20050901 MARK NOT FOUND   PADT
 KX0939
 KX0939                          STATION DESCRIPTION
 KX0939
 KX0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0939'2.6 MI NW FROM WHITESBURG.
 KX0939'2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 422 FROM THE WHITESBURG
 KX0939'METHODIST CHURCH TO A CROSS ROADS, SET IN THE TOP OF A CONCRETE
 KX0939'POST FLUSH WITH THE GROUND, 140 FEET SOUTHWEST OF CENTERLINE OF
 KX0939'THE HIGHWAY, 11 FEET NORTHWEST OF APPROX CENTER OF DIRT ROAD, 1.5
 KX0939'FEET NORTHEAST OF A TELEPHONE POLE, 2 FEET NORTH OF A METAL WITNESS
 KX0939'POST, AND IS ABOUT 3 FEET BELOW LEVEL OF HIGHWAY.
 KX0939
 KX0939                          STATION RECOVERY (1993)
 KX0939
 KX0939'RECOVERY NOTE BY US POWER SQUADRON 1993 (JBW)
 KX0939'MARK NOT FOUND.
 KX0939
 KX0939                          STATION RECOVERY (2005)
 KX0939
 KX0939'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 KX0939'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1642 ***********************************************************************
 KX1642  DESIGNATION -  H 321
 KX1642  PID         -  KX1642
 KX1642  STATE/COUNTY-  PA/BUTLER
 KX1642  USGS QUAD   -  SAXONBURG (1977)
 KX1642
 KX1642                         *CURRENT SURVEY CONTROL
 KX1642  ___________________________________________________________________
 KX1642* NAD 83(1986)-  40 51 47.     (N)    079 48 43.     (W)     SCALED    
 KX1642* NAVD 88     -       325.145  (meters)    1066.75   (feet)  ADJUSTED  
 KX1642  ___________________________________________________________________
 KX1642  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 KX1642  DYNAMIC HT  -         324.982 (meters)    1066.21  (feet)  COMP
 KX1642  MODELED GRAV-     980,113.5   (mgal)                       NAVD 88
 KX1642
 KX1642  VERT ORDER  -  FIRST     CLASS II
 KX1642
 KX1642.The horizontal coordinates were scaled from a topographic map and have
 KX1642.an estimated accuracy of +/- 6 seconds.
 KX1642
 KX1642.The orthometric height was determined by differential leveling
 KX1642.and adjusted by the National Geodetic Survey in June 1991..
 KX1642
 KX1642.The geoid height was determined by GEOID03.
 KX1642
 KX1642.The dynamic height is computed by dividing the NAVD 88
 KX1642.geopotential number by the normal gravity value computed on the
 KX1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1642.degrees latitude (g = 980.6199 gals.).
 KX1642
 KX1642.The modeled gravity was interpolated from observed gravity values.
 KX1642
 KX1642;                    North         East    Units  Estimated Accuracy
 KX1642;SPC PA S     -   171,890.      426,180.      MT  (+/- 180 meters Scaled)
 KX1642
 KX1642                          SUPERSEDED SURVEY CONTROL
 KX1642
 KX1642  NGVD 29 (06/03/92)  325.295  (m)         1067.24   (f) ADJUSTED    1 2
 KX1642
 KX1642.Superseded values are not recommended for survey control.
 KX1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1642.See file dsdata.txt to determine how the superseded data were derived.
 KX1642
 KX1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF001242(NAD 83)
 KX1642_MARKER: DD = SURVEY DISK
 KX1642_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1642_SP_SET: BRIDGE
 KX1642_STAMPING: H 321 1967
 KX1642_MARK LOGO: PADH  
 KX1642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1642
 KX1642  HISTORY     - Date     Condition        Report By
 KX1642  HISTORY     - 1967     MONUMENTED       PADH
 KX1642  HISTORY     - 1967     GOOD             NGS
 KX1642  HISTORY     - 1983     GOOD             NGS
 KX1642
 KX1642                          STATION DESCRIPTION
 KX1642
 KX1642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX1642'3.5 MI E FROM BUTLER.
 KX1642'3.5 MILES EAST ALONG U.S. HIGHWAY 422 FROM ITS JUNCTION WITH
 KX1642'STATE HIGHWAYS 68 AND 38, WHICH IS ABOUT 1.0 MILE NORTHEAST OF
 KX1642'BUTLER, SET IN THE TOP OF THE SOUTHEAST WINGWALL OF A BRIDGE,
 KX1642'22 FEET SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANE
 KX1642'OF HIGHWAY AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 KX1642
 KX1642                          STATION RECOVERY (1983)
 KX1642
 KX1642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0167 ***********************************************************************
 KY0167  DESIGNATION -  H 322
 KY0167  PID         -  KY0167
 KY0167  STATE/COUNTY-  PA/LAWRENCE
 KY0167  USGS QUAD   -  PORTERSVILLE (1990)
 KY0167
 KY0167                         *CURRENT SURVEY CONTROL
 KY0167  ___________________________________________________________________
 KY0167* NAD 83(1986)-  40 58 19.     (N)    080 14 41.     (W)     SCALED    
 KY0167* NAVD 88     -       381.512  (meters)    1251.68   (feet)  ADJUSTED  
 KY0167  ___________________________________________________________________
 KY0167  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 KY0167  DYNAMIC HT  -         381.324 (meters)    1251.06  (feet)  COMP
 KY0167  MODELED GRAV-     980,120.3   (mgal)                       NAVD 88
 KY0167
 KY0167  VERT ORDER  -  SECOND    CLASS 0
 KY0167
 KY0167.The horizontal coordinates were scaled from a topographic map and have
 KY0167.an estimated accuracy of +/- 6 seconds.
 KY0167
 KY0167.The orthometric height was determined by differential leveling
 KY0167.and adjusted by the National Geodetic Survey in June 1991..
 KY0167
 KY0167.The geoid height was determined by GEOID03.
 KY0167
 KY0167.The dynamic height is computed by dividing the NAVD 88
 KY0167.geopotential number by the normal gravity value computed on the
 KY0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0167.degrees latitude (g = 980.6199 gals.).
 KY0167
 KY0167.The modeled gravity was interpolated from observed gravity values.
 KY0167
 KY0167;                    North         East    Units  Estimated Accuracy
 KY0167;SPC PA S     -   184,910.      390,050.      MT  (+/- 180 meters Scaled)
 KY0167
 KY0167                          SUPERSEDED SURVEY CONTROL
 KY0167
 KY0167  NGVD 29 (??/??/92)  381.648  (m)         1252.12   (f) ADJ UNCH    2 0
 KY0167
 KY0167.Superseded values are not recommended for survey control.
 KY0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0167.See file dsdata.txt to determine how the superseded data were derived.
 KY0167
 KY0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF635359(NAD 83)
 KY0167_MARKER: DB = BENCH MARK DISK
 KY0167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0167_SP_SET: CULVERT
 KY0167_STAMPING: H 322 1967
 KY0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0167
 KY0167  HISTORY     - Date     Condition        Report By
 KY0167  HISTORY     - 1967     MONUMENTED       CGS
 KY0167  HISTORY     - 19980929 GOOD             USPSQD
 KY0167
 KY0167                          STATION DESCRIPTION
 KY0167
 KY0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KY0167'6.2 MI SE FROM NEW CASTLE.
 KY0167'ABOUT 6.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 422 FROM THE POST
 KY0167'OFFICE IN NEW CASTLE, SET IN THE TOP OF APPROX CENTER OF SOUTH
 KY0167'HEADWALL OF A CONCRETE CULVERT, 32 FEET SOUTH APPROX CENTERLINE
 KY0167'OF HIGHWAY, 42 FEET EAST APPROX CENTERLINE OF A DRIVEWAY LEADING
 KY0167'TO A BRICK HOUSE, AND IS ABOUT 2 FEET BELOW HIGHWAY.
 KY0167
 KY0167                          STATION RECOVERY (1998)
 KY0167
 KY0167'RECOVERY NOTE BY US POWER SQUADRON 1998
 KY0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1401 ***********************************************************************
 MA1401  DESIGNATION -  H 323
 MA1401  PID         -  MA1401
 MA1401  STATE/COUNTY-  PA/VENANGO
 MA1401  USGS QUAD   -  CRANBERRY (1977)
 MA1401
 MA1401                         *CURRENT SURVEY CONTROL
 MA1401  ___________________________________________________________________
 MA1401* NAD 83(1986)-  41 20 35.     (N)    079 41 51.     (W)     SCALED    
 MA1401* NAVD 88     -       389.260  (meters)    1277.10   (feet)  ADJUSTED  
 MA1401  ___________________________________________________________________
 MA1401  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 MA1401  DYNAMIC HT  -         389.080 (meters)    1276.51  (feet)  COMP
 MA1401  MODELED GRAV-     980,149.9   (mgal)                       NAVD 88
 MA1401
 MA1401  VERT ORDER  -  SECOND    CLASS 0
 MA1401
 MA1401.The horizontal coordinates were scaled from a topographic map and have
 MA1401.an estimated accuracy of +/- 6 seconds.
 MA1401
 MA1401.The orthometric height was determined by differential leveling
 MA1401.and adjusted by the National Geodetic Survey in June 1991..
 MA1401
 MA1401.The geoid height was determined by GEOID03.
 MA1401
 MA1401.The dynamic height is computed by dividing the NAVD 88
 MA1401.geopotential number by the normal gravity value computed on the
 MA1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1401.degrees latitude (g = 980.6199 gals.).
 MA1401
 MA1401.The modeled gravity was interpolated from observed gravity values.
 MA1401
 MA1401;                    North         East    Units  Estimated Accuracy
 MA1401;SPC PA N     -   132,480.      437,020.      MT  (+/- 180 meters Scaled)
 MA1401
 MA1401                          SUPERSEDED SURVEY CONTROL
 MA1401
 MA1401  NGVD 29 (??/??/92)  389.423  (m)         1277.63   (f) ADJ UNCH    2 0
 MA1401
 MA1401.Superseded values are not recommended for survey control.
 MA1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1401.See file dsdata.txt to determine how the superseded data were derived.
 MA1401
 MA1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF089776(NAD 83)
 MA1401_MARKER: DD = SURVEY DISK
 MA1401_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1401_SP_SET: BRIDGE
 MA1401_STAMPING: H 323 1967
 MA1401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1401
 MA1401  HISTORY     - Date     Condition        Report By
 MA1401  HISTORY     - UNK      MONUMENTED       PADH
 MA1401  HISTORY     - 1967     GOOD             NGS
 MA1401  HISTORY     - 20000103 GOOD             PADT
 MA1401
 MA1401                          STATION DESCRIPTION
 MA1401
 MA1401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1401'0.8 MI SE FROM CRANBERRY.
 MA1401'ABOUT 0.8 MILE SOUTHEAST ALONG U.S. HIGHWAY 322 FROM THE POST
 MA1401'OFFICE IN CRANBERRY, SET IN THE TOP OF THE SOUTHWEST WINGWALL
 MA1401'OF A BRIDGE OVER HALLS RUN, 17.0 FEET SOUTHWEST OF THE
 MA1401'CENTERLINE OF HIGHWAY AND IS ABOUT LEVEL WITH THE HIGHWAY.
 MA1401
 MA1401                          STATION RECOVERY (2000)
 MA1401
 MA1401'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 MA1401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0216 ***********************************************************************
 MB0216  DESIGNATION -  H 324
 MB0216  PID         -  MB0216
 MB0216  STATE/COUNTY-  PA/ERIE
 MB0216  USGS QUAD   -  EAST SPRINGFIELD (1990)
 MB0216
 MB0216                         *CURRENT SURVEY CONTROL
 MB0216  ___________________________________________________________________
 MB0216* NAD 83(1986)-  41 53 29.     (N)    080 24 31.     (W)     SCALED    
 MB0216* NAVD 88     -       260.597  (meters)     854.98   (feet)  ADJUSTED  
 MB0216  ___________________________________________________________________
 MB0216  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 MB0216  DYNAMIC HT  -         260.499 (meters)     854.65  (feet)  COMP
 MB0216  MODELED GRAV-     980,240.0   (mgal)                       NAVD 88
 MB0216
 MB0216  VERT ORDER  -  SECOND    CLASS 0
 MB0216
 MB0216.The horizontal coordinates were scaled from a topographic map and have
 MB0216.an estimated accuracy of +/- 6 seconds.
 MB0216
 MB0216.The orthometric height was determined by differential leveling
 MB0216.and adjusted by the National Geodetic Survey in June 1991..
 MB0216
 MB0216.The geoid height was determined by GEOID03.
 MB0216
 MB0216.The dynamic height is computed by dividing the NAVD 88
 MB0216.geopotential number by the normal gravity value computed on the
 MB0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0216.degrees latitude (g = 980.6199 gals.).
 MB0216
 MB0216.The modeled gravity was interpolated from observed gravity values.
 MB0216
 MB0216;                    North         East    Units  Estimated Accuracy
 MB0216;SPC PA N     -   194,930.      379,400.      MT  (+/- 180 meters Scaled)
 MB0216
 MB0216                          SUPERSEDED SURVEY CONTROL
 MB0216
 MB0216  NGVD 29 (??/??/92)  260.780  (m)          855.58   (f) ADJ UNCH    2 0
 MB0216
 MB0216.Superseded values are not recommended for survey control.
 MB0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0216.See file dsdata.txt to determine how the superseded data were derived.
 MB0216
 MB0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG490378(NAD 83)
 MB0216_MARKER: DB = BENCH MARK DISK
 MB0216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0216_SP_SET: CULVERT
 MB0216_STAMPING: H 324 1967
 MB0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0216
 MB0216  HISTORY     - Date     Condition        Report By
 MB0216  HISTORY     - 1967     MONUMENTED       CGS
 MB0216
 MB0216                          STATION DESCRIPTION
 MB0216
 MB0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MB0216'2.3 MI W FROM ALBION.
 MB0216'ABOUT 2.3 MILES WEST ALONG U.S. HIGHWAY 6N FROM THE POST
 MB0216'OFFICE IN ALBION, SET IN THE TOP OF THE SOUTHWEST END OF A L
 MB0216'SHAPED HEADWALL OF A CONCRETE CULVERT, 43 FEET WEST OF THE
 MB0216'APPROXIMATE CENTER OF A MACADAM ROAD, 38 FEET SOUTHWEST OF
 MB0216'POWER LINE POLE NO. 83, 18 FEET NORTH OF THE CENTERLINE OF
 MB0216'HIGHWAY AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1844 ***********************************************************************
 KV1844  DESIGNATION -  H 325
 KV1844  PID         -  KV1844
 KV1844  STATE/COUNTY-  PA/MONTGOMERY
 KV1844  USGS QUAD   -  NORRISTOWN (1992)
 KV1844
 KV1844                         *CURRENT SURVEY CONTROL
 KV1844  ___________________________________________________________________
 KV1844* NAD 83(1986)-  40 05 57.     (N)    075 19 14.     (W)     SCALED    
 KV1844* NAVD 88     -        19.887  (meters)      65.25   (feet)  ADJUSTED  
 KV1844  ___________________________________________________________________
 KV1844  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 KV1844  DYNAMIC HT  -          19.878 (meters)      65.22  (feet)  COMP
 KV1844  MODELED GRAV-     980,161.8   (mgal)                       NAVD 88
 KV1844  OBS GRAVITY -     980,162.0   (mgal)                       GRAV_OBS
 KV1844
 KV1844  VERT ORDER  -  FIRST     CLASS I
 KV1844
 KV1844.The horizontal coordinates were scaled from a topographic map and have
 KV1844.an estimated accuracy of +/- 6 seconds.
 KV1844
 KV1844.The orthometric height was determined by differential leveling
 KV1844.and adjusted by the National Geodetic Survey in June 1991..
 KV1844
 KV1844.The geoid height was determined by GEOID03.
 KV1844
 KV1844.The dynamic height is computed by dividing the NAVD 88
 KV1844.geopotential number by the normal gravity value computed on the
 KV1844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1844.degrees latitude (g = 980.6199 gals.).
 KV1844
 KV1844.The modeled gravity was interpolated from observed gravity values.
 KV1844.The observed gravity was obtained from relative gravimeter ties
 KV1844.to the IGSN71 gravity network.
 KV1844
 KV1844;                    North         East    Units  Estimated Accuracy
 KV1844;SPC PA S     -    87,880.      807,130.      MT  (+/- 180 meters Scaled)
 KV1844
 KV1844                          SUPERSEDED SURVEY CONTROL
 KV1844
 KV1844  NGVD 29 (??/??/??)   20.199  (m)           66.27   (f) ADJUSTED    1 1
 KV1844
 KV1844.Superseded values are not recommended for survey control.
 KV1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1844.See file dsdata.txt to determine how the superseded data were derived.
 KV1844
 KV1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK726388(NAD 83)
 KV1844_MARKER: DB = BENCH MARK DISK
 KV1844_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1844_SP_SET: ROCK CLIFF
 KV1844_STAMPING: H 325 1966
 KV1844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1844_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1844+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2006
 KV1844
 KV1844  HISTORY     - Date     Condition        Report By
 KV1844  HISTORY     - 1966     MONUMENTED       CGS
 KV1844  HISTORY     - 20060615 GOOD             BAKER
 KV1844
 KV1844                          STATION DESCRIPTION
 KV1844
 KV1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV1844'1.7 MI SE FROM NORRISTOWN.
 KV1844'1.7 MILES SOUTHEAST ALONG THE READING COMPANY RAILROAD FROM
 KV1844'THE STATION AT NORRISTOWN, OR ABOUT 2.3 MILES NORTHWEST ALONG THE
 KV1844'READING COMPANY RAILROAD FROM THE STATION AT CONSHOHOCKEN, ABOUT
 KV1844'0.25 MILE SOUTH OF THE MOGEE STATION, 10.5 FEET EAST OF THE EAST
 KV1844'RAIL OF THE EAST SET OF TRACKS, SET VERTICALLY IN THE WEST FACE
 KV1844'OF A ROCK CLIFF, ABOUT 1 1/2 FEET ABOVE THE GROUND, 15 FEET NORTH
 KV1844'OF THE MORE EASTERLY OF TWO CATENARY POLES WHICH IS NUMBERED
 KV1844'15/15, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
 KV1844
 KV1844                          STATION RECOVERY (2006)
 KV1844
 KV1844'RECOVERY NOTE BY M BAKER JR INCORPORATED 2006 (CJG)
 KV1844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2272 ***********************************************************************
 KV2272  DESIGNATION -  H 327
 KV2272  PID         -  KV2272
 KV2272  STATE/COUNTY-  PA/BERKS
 KV2272  USGS QUAD   -  READING (1983)
 KV2272
 KV2272                         *CURRENT SURVEY CONTROL
 KV2272  ___________________________________________________________________
 KV2272* NAD 83(1986)-  40 19 50.     (N)    075 58 23.     (W)     SCALED    
 KV2272* NAVD 88     -        97.092  (meters)     318.54   (feet)  ADJUSTED  
 KV2272  ___________________________________________________________________
 KV2272  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 KV2272  DYNAMIC HT  -          97.042 (meters)     318.38  (feet)  COMP
 KV2272  MODELED GRAV-     980,112.0   (mgal)                       NAVD 88
 KV2272
 KV2272  VERT ORDER  -  FIRST     CLASS I
 KV2272
 KV2272.The horizontal coordinates were scaled from a topographic map and have
 KV2272.an estimated accuracy of +/- 6 seconds.
 KV2272
 KV2272.The orthometric height was determined by differential leveling
 KV2272.and adjusted by the National Geodetic Survey in June 1991..
 KV2272
 KV2272.The geoid height was determined by GEOID03.
 KV2272
 KV2272.The dynamic height is computed by dividing the NAVD 88
 KV2272.geopotential number by the normal gravity value computed on the
 KV2272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2272.degrees latitude (g = 980.6199 gals.).
 KV2272
 KV2272.The modeled gravity was interpolated from observed gravity values.
 KV2272
 KV2272;                    North         East    Units  Estimated Accuracy
 KV2272;SPC PA S     -   112,250.      750,990.      MT  (+/- 180 meters Scaled)
 KV2272
 KV2272                          SUPERSEDED SURVEY CONTROL
 KV2272
 KV2272  NGVD 29 (??/??/??)   97.326  (m)          319.31   (f) ADJUSTED    1 1
 KV2272
 KV2272.Superseded values are not recommended for survey control.
 KV2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2272.See file dsdata.txt to determine how the superseded data were derived.
 KV2272
 KV2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK173649(NAD 83)
 KV2272_MARKER: DB = BENCH MARK DISK
 KV2272_SETTING: 66 = SET IN ROCK OUTCROP
 KV2272_SP_SET: ROCK OUTCROP
 KV2272_STAMPING: H 327 1966
 KV2272_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV2272+STABILITY: POSITION/ELEVATION WELL
 KV2272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2272+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2004
 KV2272
 KV2272  HISTORY     - Date     Condition        Report By
 KV2272  HISTORY     - 1966     MONUMENTED       CGS
 KV2272  HISTORY     - 20011220 GOOD             USPSQD
 KV2272  HISTORY     - 20041217 GOOD             USPSQD
 KV2272
 KV2272                          STATION DESCRIPTION
 KV2272
 KV2272'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2272'2.8 MI W FROM READING.
 KV2272'ABOUT 2.8 MILES WEST ALONG THE READING COMPANY RAILROAD FROM
 KV2272'THE NORTH STATION AT READING, 3 1/2 RAILS EAST OF THE BUSINESS
 KV2272'ROUTE U.S. HIGHWAY 422 OVERPASS, 3 POLES WEST OF FRACTIONAL
 KV2272'MILEPOST 2/50, 26 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH SET
 KV2272'OF TRACKS, SET IN THE TOP OF A LARGE ROCK OUTCROP WHICH HAS A
 KV2272'ROUND TOP, ABOUT 6 FEET ABOVE THE LEVEL OF THE TRACK.
 KV2272
 KV2272                          STATION RECOVERY (2001)
 KV2272
 KV2272'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV2272'THE BRIDGE OVER THE TRACKS HAS BEEN REMOVED.  MARK IS 16 FT W OF THE
 KV2272'TOP OF A BURIED FIBER OPTIC CABLE SIGN, ID NUMBER 06136.
 KV2272
 KV2272                          STATION RECOVERY (2004)
 KV2272
 KV2272'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEQ)
 KV2272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1720 ***********************************************************************
 KW1720  DESIGNATION -  H 328
 KW1720  PID         -  KW1720
 KW1720  STATE/COUNTY-  PA/JUNIATA
 KW1720  USGS QUAD   -  MIFFLINTOWN (1978)
 KW1720
 KW1720                         *CURRENT SURVEY CONTROL
 KW1720  ___________________________________________________________________
 KW1720* NAD 83(1986)-  40 34 11.     (N)    077 24 14.     (W)     SCALED    
 KW1720* NAVD 88     -       135.243  (meters)     443.71   (feet)  ADJUSTED  
 KW1720  ___________________________________________________________________
 KW1720  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KW1720  DYNAMIC HT  -         135.179 (meters)     443.50  (feet)  COMP
 KW1720  MODELED GRAV-     980,154.3   (mgal)                       NAVD 88
 KW1720
 KW1720  VERT ORDER  -  FIRST     CLASS I
 KW1720
 KW1720.The horizontal coordinates were scaled from a topographic map and have
 KW1720.an estimated accuracy of +/- 6 seconds.
 KW1720
 KW1720.The orthometric height was determined by differential leveling
 KW1720.and adjusted by the National Geodetic Survey in June 1991..
 KW1720
 KW1720.The geoid height was determined by GEOID03.
 KW1720
 KW1720.The dynamic height is computed by dividing the NAVD 88
 KW1720.geopotential number by the normal gravity value computed on the
 KW1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1720.degrees latitude (g = 980.6199 gals.).
 KW1720
 KW1720.The modeled gravity was interpolated from observed gravity values.
 KW1720
 KW1720;                    North         East    Units  Estimated Accuracy
 KW1720;SPC PA S     -   137,340.      629,310.      MT  (+/- 180 meters Scaled)
 KW1720
 KW1720                          SUPERSEDED SURVEY CONTROL
 KW1720
 KW1720  NGVD 29 (??/??/??)  135.454  (m)          444.40   (f) ADJUSTED    1 1
 KW1720
 KW1720.Superseded values are not recommended for survey control.
 KW1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1720.See file dsdata.txt to determine how the superseded data were derived.
 KW1720
 KW1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK965937(NAD 83)
 KW1720_MARKER: DB = BENCH MARK DISK
 KW1720_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1720_SP_SET: WALL
 KW1720_STAMPING: H 328 1966
 KW1720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1720
 KW1720  HISTORY     - Date     Condition        Report By
 KW1720  HISTORY     - 1966     MONUMENTED       CGS
 KW1720
 KW1720                          STATION DESCRIPTION
 KW1720
 KW1720'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1720'AT MIFFLIN.
 KW1720'AT MIFFLIN, ON THE PENNSYLVANIA RAILROAD, 58 FEET SOUTH OF THE
 KW1720'SOUTHWEST CORNER OF THE STATION, SET IN THE TOP OF THE WEST END
 KW1720'OF THE SOUTH CONCRETE WALL OF A PEDESTRIAN UNDERPASS FOR THE
 KW1720'RAILROAD, AT THE JUNCTION OF MAIN STREET AND RAILROAD AVENUE,
 KW1720'24 1/2 FEET EAST OF THE EAST RAIL OF THE EAST SET OF MAIN LINE
 KW1720'TRACKS, AND ABOUT LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0813 ***********************************************************************
 KW0813  DESIGNATION -  H 329
 KW0813  PID         -  KW0813
 KW0813  STATE/COUNTY-  PA/LEBANON
 KW0813  USGS QUAD   -  PALMYRA (1990)
 KW0813
 KW0813                         *CURRENT SURVEY CONTROL
 KW0813  ___________________________________________________________________
 KW0813* NAD 83(1986)-  40 19 01.     (N)    076 31 56.     (W)     SCALED    
 KW0813* NAVD 88     -       147.198  (meters)     482.93   (feet)  ADJUSTED  
 KW0813  ___________________________________________________________________
 KW0813  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 KW0813  DYNAMIC HT  -         147.122 (meters)     482.68  (feet)  COMP
 KW0813  MODELED GRAV-     980,102.1   (mgal)                       NAVD 88
 KW0813
 KW0813  VERT ORDER  -  FIRST     CLASS I
 KW0813
 KW0813.The horizontal coordinates were scaled from a topographic map and have
 KW0813.an estimated accuracy of +/- 6 seconds.
 KW0813
 KW0813.The orthometric height was determined by differential leveling
 KW0813.and adjusted by the National Geodetic Survey in June 1991..
 KW0813
 KW0813.The geoid height was determined by GEOID03.
 KW0813
 KW0813.The dynamic height is computed by dividing the NAVD 88
 KW0813.geopotential number by the normal gravity value computed on the
 KW0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0813.degrees latitude (g = 980.6199 gals.).
 KW0813
 KW0813.The modeled gravity was interpolated from observed gravity values.
 KW0813
 KW0813;                    North         East    Units  Estimated Accuracy
 KW0813;SPC PA S     -   109,930.      703,500.      MT  (+/- 180 meters Scaled)
 KW0813
 KW0813                          SUPERSEDED SURVEY CONTROL
 KW0813
 KW0813  NGVD 29 (??/??/??)  147.406  (m)          483.61   (f) ADJUSTED    1 1
 KW0813
 KW0813.Superseded values are not recommended for survey control.
 KW0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0813.See file dsdata.txt to determine how the superseded data were derived.
 KW0813
 KW0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK698640(NAD 83)
 KW0813_MARKER: DB = BENCH MARK DISK
 KW0813_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0813_SP_SET: FOUNDATION
 KW0813_STAMPING: H 329 1966
 KW0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0813
 KW0813  HISTORY     - Date     Condition        Report By
 KW0813  HISTORY     - 1966     MONUMENTED       CGS
 KW0813  HISTORY     - 20050924 GOOD             GEOCAC
 KW0813
 KW0813                          STATION DESCRIPTION
 KW0813
 KW0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0813'2.8 MI SW FROM ANNVILLE.
 KW0813'ABOUT 1.6 MILES WEST ALONG THE READING COMPANY RAILROAD FROM THE
 KW0813'STATION AT ANNVILLE, THENCE 0.3 MILE SOUTH ALONG A PAVED ROAD
 KW0813'THENCE 0.2 MILE EAST ALONG U.S. HIGHWAY 422, THENCE 0.5 MILE SOUTH
 KW0813'ALONG A PAVED ROAD TO THE MILLARD AIRPORT, THENCE 0.15 MILE WEST
 KW0813'ALONG A PAVED RUNWAY, 95 YARDS NORTH OF THE NORTH EDGE OF A PAVED
 KW0813'RUNWAY, 85 YARDS SOUTH OF THE SOUTH EDGE OF A PAVED RUNWAY,
 KW0813'ABOUT 3 FEET ABOVE THE LEVEL OF THE GROUND, AND SET IN THE TOP OF
 KW0813'THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF A WIND TEE.
 KW0813
 KW0813                          STATION RECOVERY (2005)
 KW0813
 KW0813'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0079 ***********************************************************************
 MA0079  DESIGNATION -  H 33
 MA0079  PID         -  MA0079
 MA0079  STATE/COUNTY-  PA/POTTER
 MA0079  USGS QUAD   -  COUDERSPORT (1983)
 MA0079
 MA0079                         *CURRENT SURVEY CONTROL
 MA0079  ___________________________________________________________________
 MA0079* NAD 83(1986)-  41 45 08.     (N)    078 06 17.     (W)     SCALED    
 MA0079* NAVD 88     -       477.487  (meters)    1566.56   (feet)  ADJUSTED  
 MA0079  ___________________________________________________________________
 MA0079  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 MA0079  DYNAMIC HT  -         477.288 (meters)    1565.90  (feet)  COMP
 MA0079  MODELED GRAV-     980,191.3   (mgal)                       NAVD 88
 MA0079
 MA0079  VERT ORDER  -  SECOND    CLASS 0
 MA0079
 MA0079.The horizontal coordinates were scaled from a topographic map and have
 MA0079.an estimated accuracy of +/- 6 seconds.
 MA0079
 MA0079.The orthometric height was determined by differential leveling
 MA0079.and adjusted by the National Geodetic Survey in June 1991..
 MA0079
 MA0079.The geoid height was determined by GEOID03.
 MA0079
 MA0079.The dynamic height is computed by dividing the NAVD 88
 MA0079.geopotential number by the normal gravity value computed on the
 MA0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0079.degrees latitude (g = 980.6199 gals.).
 MA0079
 MA0079.The modeled gravity was interpolated from observed gravity values.
 MA0079
 MA0079;                    North         East    Units  Estimated Accuracy
 MA0079;SPC PA N     -   176,150.      570,500.      MT  (+/- 180 meters Scaled)
 MA0079
 MA0079                          SUPERSEDED SURVEY CONTROL
 MA0079
 MA0079  NGVD 29 (??/??/92)  477.622  (m)         1567.00   (f) ADJ UNCH    2 0
 MA0079
 MA0079.Superseded values are not recommended for survey control.
 MA0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0079.See file dsdata.txt to determine how the superseded data were derived.
 MA0079
 MA0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG407263(NAD 83)
 MA0079_MARKER: DB = BENCH MARK DISK
 MA0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0079_STAMPING: H 33 1934
 MA0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0079+STABILITY: SURFACE MOTION
 MA0079
 MA0079  HISTORY     - Date     Condition        Report By
 MA0079  HISTORY     - 1934     MONUMENTED       CGS
 MA0079  HISTORY     - 1968     MARK NOT FOUND   NGS
 MA0079
 MA0079                          STATION DESCRIPTION
 MA0079
 MA0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MA0079'3.1 MI E FROM ROULETTE.
 MA0079'3.1 MILES EAST ALONG THE COUDERSPORT AND PORT ALLEGANY RAILROAD
 MA0079'FROM ROULETTE, POTTER COUNTY, AT THE CROSSING OF ROUTE 52004,
 MA0079'30 FEET WEST OF THE CENTER LINE OF THE ROUTE, 25 FEET NORTH OF
 MA0079'THE NORTH RAIL, AND 1 FOOT HIGHER THAN THE TOP OF THE RAIL.  A
 MA0079'STANDARD DISK, STAMPED H 33 1934 AND SET IN THE TOP OF A CONCRETE
 MA0079'POST.  NOTE-- RAILROAD DESTROYED AND THE AREA FILLED IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2479 ***********************************************************************
 KW2479  DESIGNATION -  H 330
 KW2479  PID         -  KW2479
 KW2479  STATE/COUNTY-  PA/DAUPHIN
 KW2479  USGS QUAD   -  HARRISBURG WEST (1987)
 KW2479
 KW2479                         *CURRENT SURVEY CONTROL
 KW2479  ___________________________________________________________________
 KW2479* NAD 83(1986)-  40 19 00.     (N)    076 53 37.     (W)     SCALED    
 KW2479* NAVD 88     -       102.240  (meters)     335.43   (feet)  ADJUSTED  
 KW2479  ___________________________________________________________________
 KW2479  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KW2479  DYNAMIC HT  -         102.189 (meters)     335.27  (feet)  COMP
 KW2479  MODELED GRAV-     980,130.0   (mgal)                       NAVD 88
 KW2479
 KW2479  VERT ORDER  -  FIRST     CLASS I
 KW2479
 KW2479.The horizontal coordinates were scaled from a topographic map and have
 KW2479.an estimated accuracy of +/- 6 seconds.
 KW2479
 KW2479.The orthometric height was determined by differential leveling
 KW2479.and adjusted by the National Geodetic Survey in June 1991..
 KW2479
 KW2479.The geoid height was determined by GEOID03.
 KW2479
 KW2479.The dynamic height is computed by dividing the NAVD 88
 KW2479.geopotential number by the normal gravity value computed on the
 KW2479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2479.degrees latitude (g = 980.6199 gals.).
 KW2479
 KW2479.The modeled gravity was interpolated from observed gravity values.
 KW2479
 KW2479;                    North         East    Units  Estimated Accuracy
 KW2479;SPC PA S     -   109,540.      672,790.      MT  (+/- 180 meters Scaled)
 KW2479
 KW2479                          SUPERSEDED SURVEY CONTROL
 KW2479
 KW2479  NGVD 29 (??/??/??)  102.454  (m)          336.13   (f) ADJUSTED    1 1
 KW2479
 KW2479.Superseded values are not recommended for survey control.
 KW2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2479.See file dsdata.txt to determine how the superseded data were derived.
 KW2479
 KW2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK391646(NAD 83)
 KW2479_MARKER: DB = BENCH MARK DISK
 KW2479_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2479_SP_SET: FOUNDATION
 KW2479_STAMPING: H 330 1966
 KW2479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2479
 KW2479  HISTORY     - Date     Condition        Report By
 KW2479  HISTORY     - 1966     MONUMENTED       CGS
 KW2479  HISTORY     - 20040913 MARK NOT FOUND   GEOCAC
 KW2479
 KW2479                          STATION DESCRIPTION
 KW2479
 KW2479'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2479'3.7 MI N FROM HARRISBURG.
 KW2479'ABOUT 3.7 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW2479'STATION AT HARRISBURG, ABOUT 0.5 MILES NORTH OF MILEPOST 108, SET IN
 KW2479'THE TOP OF THE SOUTH SIDE OF THE CONCRETE FOUNDATION OF SEMAPHORE
 KW2479'NUMBER 108.5,13 RAILS SOUTH OF A SWITCH, 6 1/2 FEET EAST OF THE EAST
 KW2479'RAIL OF THE MAIN LINE TRACK, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 KW2479'TRACK, ABOUT 1 FOOT ABOVE THE LEVEL OF THE GROUND.
 KW2479
 KW2479                          STATION RECOVERY (2004)
 KW2479
 KW2479'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW2479'SEMAPHORE BASE LOCATED BUT NO MARK WAS IN EVIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1713 ***********************************************************************
 KW1713  DESIGNATION -  H 331
 KW1713  PID         -  KW1713
 KW1713  STATE/COUNTY-  PA/JUNIATA
 KW1713  USGS QUAD   -  MEXICO (1979)
 KW1713
 KW1713                         *CURRENT SURVEY CONTROL
 KW1713  ___________________________________________________________________
 KW1713* NAD 83(1986)-  40 31 45.     (N)    077 21 41.     (W)     SCALED    
 KW1713* NAVD 88     -       133.678  (meters)     438.58   (feet)  ADJUSTED  
 KW1713  ___________________________________________________________________
 KW1713  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KW1713  DYNAMIC HT  -         133.615 (meters)     438.37  (feet)  COMP
 KW1713  MODELED GRAV-     980,148.8   (mgal)                       NAVD 88
 KW1713
 KW1713  VERT ORDER  -  FIRST     CLASS I
 KW1713
 KW1713.The horizontal coordinates were scaled from a topographic map and have
 KW1713.an estimated accuracy of +/- 6 seconds.
 KW1713
 KW1713.The orthometric height was determined by differential leveling
 KW1713.and adjusted by the National Geodetic Survey in June 1991..
 KW1713
 KW1713.The geoid height was determined by GEOID03.
 KW1713
 KW1713.The dynamic height is computed by dividing the NAVD 88
 KW1713.geopotential number by the normal gravity value computed on the
 KW1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1713.degrees latitude (g = 980.6199 gals.).
 KW1713
 KW1713.The modeled gravity was interpolated from observed gravity values.
 KW1713
 KW1713;                    North         East    Units  Estimated Accuracy
 KW1713;SPC PA S     -   132,850.      632,930.      MT  (+/- 180 meters Scaled)
 KW1713
 KW1713                          SUPERSEDED SURVEY CONTROL
 KW1713
 KW1713  NGVD 29 (??/??/??)  133.890  (m)          439.27   (f) ADJUSTED    1 1
 KW1713
 KW1713.Superseded values are not recommended for survey control.
 KW1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1713.See file dsdata.txt to determine how the superseded data were derived.
 KW1713
 KW1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK999891(NAD 83)
 KW1713_MARKER: DB = BENCH MARK DISK
 KW1713_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1713_SP_SET: ROCK WALL
 KW1713_STAMPING: H 331 1966
 KW1713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1713
 KW1713  HISTORY     - Date     Condition        Report By
 KW1713  HISTORY     - 1966     MONUMENTED       CGS
 KW1713
 KW1713                          STATION DESCRIPTION
 KW1713
 KW1713'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1713'1.2 MI SE FROM PORT ROYAL.
 KW1713'1.25 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1713'STATE HIGHWAY 75 OVERPASS FOR THE RAILROAD AT PORT ROYAL, 0.25
 KW1713'MILE EAST OF MILEPOST 150, 6 RAILS WEST OF AN ELECTRIC SIGNAL
 KW1713'CONTROL BOX, 60 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK,
 KW1713'36 FEET SOUTHWEST OF A TELEPHONE POLE WHICH BEARS A WITNESS
 KW1713'SHIELD, SET IN THE TOP OF A SMALL POCKET CHISELED AT THE BASE
 KW1713'OF A FAULT IN A ROCK WALL WHICH HAS A VERTICAL FACE ON THE EAST
 KW1713'SIDE, 5 1/2 FEET ABOVE THE LEVEL OF THE TRACKS, AND 1 1/2 FEET
 KW1713'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0664 ***********************************************************************
 KX0664  DESIGNATION -  H 332
 KX0664  PID         -  KX0664
 KX0664  STATE/COUNTY-  PA/CLEARFIELD
 KX0664  USGS QUAD   -  CURWENSVILLE (1993)
 KX0664
 KX0664                         *CURRENT SURVEY CONTROL
 KX0664  ___________________________________________________________________
 KX0664* NAD 83(1986)-  40 58 37.     (N)    078 32 55.     (W)     SCALED    
 KX0664* NAVD 88     -       371.853  (meters)    1219.99   (feet)  ADJUSTED  
 KX0664  ___________________________________________________________________
 KX0664  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KX0664  DYNAMIC HT  -         371.672 (meters)    1219.39  (feet)  COMP
 KX0664  MODELED GRAV-     980,125.7   (mgal)                       NAVD 88
 KX0664
 KX0664  VERT ORDER  -  FIRST     CLASS I
 KX0664
 KX0664.The horizontal coordinates were scaled from a topographic map and have
 KX0664.an estimated accuracy of +/- 6 seconds.
 KX0664
 KX0664.The orthometric height was determined by differential leveling
 KX0664.and adjusted by the National Geodetic Survey in June 1991..
 KX0664
 KX0664.The geoid height was determined by GEOID03.
 KX0664
 KX0664.The dynamic height is computed by dividing the NAVD 88
 KX0664.geopotential number by the normal gravity value computed on the
 KX0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0664.degrees latitude (g = 980.6199 gals.).
 KX0664
 KX0664.The modeled gravity was interpolated from observed gravity values.
 KX0664
 KX0664;                    North         East    Units  Estimated Accuracy
 KX0664;SPC PA N     -    90,290.      532,790.      MT  (+/- 180 meters Scaled)
 KX0664
 KX0664                          SUPERSEDED SURVEY CONTROL
 KX0664
 KX0664  NGVD 29 (??/??/92)  372.016  (m)         1220.52   (f) ADJ UNCH    1 1
 KX0664
 KX0664.Superseded values are not recommended for survey control.
 KX0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0664.See file dsdata.txt to determine how the superseded data were derived.
 KX0664
 KX0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF062390(NAD 83)
 KX0664_MARKER: DB = BENCH MARK DISK
 KX0664_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0664_SP_SET: OVERPASS
 KX0664_STAMPING: H 332 1966
 KX0664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0664
 KX0664  HISTORY     - Date     Condition        Report By
 KX0664  HISTORY     - 1966     MONUMENTED       CGS
 KX0664
 KX0664                          STATION DESCRIPTION
 KX0664
 KX0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0664'2 MI W FROM CURWENSVILLE.
 KX0664'1.95 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KX0664'THE STATION AT CURWENSVILLE, SET IN THE TOP OF THE NORTH END
 KX0664'OF THE EAST CONCRETE RETAINING WALL OF THE RAILROAD OVERPASS
 KX0664'FOR U.S. HIGHWAY 322, 9 POLES NORTH OF MILEPOST 17, 4 1/2
 KX0664'FEET EAST OF THE EAST RAIL OF THE TRACK, AND ABOUT 1 FOOT BELOW
 KX0664'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2199 ***********************************************************************
 KW2199  DESIGNATION -  H 333
 KW2199  PID         -  KW2199
 KW2199  STATE/COUNTY-  PA/HUNTINGDON
 KW2199  USGS QUAD   -  MOUNT UNION (1971)
 KW2199
 KW2199                         *CURRENT SURVEY CONTROL
 KW2199  ___________________________________________________________________
 KW2199* NAD 83(1986)-  40 26 55.     (N)    077 57 41.     (W)     SCALED    
 KW2199* NAVD 88     -       185.403  (meters)     608.28   (feet)  ADJUSTED  
 KW2199  ___________________________________________________________________
 KW2199  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 KW2199  DYNAMIC HT  -         185.308 (meters)     607.96  (feet)  COMP
 KW2199  MODELED GRAV-     980,110.4   (mgal)                       NAVD 88
 KW2199
 KW2199  VERT ORDER  -  FIRST     CLASS I
 KW2199
 KW2199.The horizontal coordinates were scaled from a topographic map and have
 KW2199.an estimated accuracy of +/- 6 seconds.
 KW2199
 KW2199.The orthometric height was determined by differential leveling
 KW2199.and adjusted by the National Geodetic Survey in June 1991..
 KW2199
 KW2199.The geoid height was determined by GEOID03.
 KW2199
 KW2199.The dynamic height is computed by dividing the NAVD 88
 KW2199.geopotential number by the normal gravity value computed on the
 KW2199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2199.degrees latitude (g = 980.6199 gals.).
 KW2199
 KW2199.The modeled gravity was interpolated from observed gravity values.
 KW2199
 KW2199;                    North         East    Units  Estimated Accuracy
 KW2199;SPC PA S     -   123,860.      582,070.      MT  (+/- 180 meters Scaled)
 KW2199
 KW2199                          SUPERSEDED SURVEY CONTROL
 KW2199
 KW2199  NGVD 29 (??/??/??)  185.609  (m)          608.95   (f) ADJUSTED    1 1
 KW2199
 KW2199.Superseded values are not recommended for survey control.
 KW2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2199.See file dsdata.txt to determine how the superseded data were derived.
 KW2199
 KW2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK488817(NAD 83)
 KW2199_MARKER: DB = BENCH MARK DISK
 KW2199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2199_SP_SET: ABUTMENT
 KW2199_STAMPING: H 333 1966
 KW2199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2199
 KW2199  HISTORY     - Date     Condition        Report By
 KW2199  HISTORY     - 1966     MONUMENTED       CGS
 KW2199
 KW2199                          STATION DESCRIPTION
 KW2199
 KW2199'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2199'3.8 MI SE FROM HUNTINGDON.
 KW2199'3.75 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW2199'STATION AT HUNTINGDON, 18 TELEPHONE POLES SOUTHEAST OF MILEPOST
 KW2199'NUMBER 199, 5 1/2 RAILS SOUTHEAST OF THE CROSSING OF THE RAILROAD
 KW2199'AND A PRIVATE ROAD, 66 FEET SOUTHWEST OF THE CENTER LINE OF U.S.
 KW2199'HIGHWAY 22, 8 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 KW2199'NORTHEAST TRACK, SET IN THE TOP OF THE NORTHEAST END OF THE
 KW2199'NORTHWEST CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 198/57,
 KW2199'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0117 ***********************************************************************
 KX0117  DESIGNATION -  H 334
 KX0117  PID         -  KX0117
 KX0117  STATE/COUNTY-  PA/CENTRE
 KX0117  USGS QUAD   -  SANDY RIDGE (1994)
 KX0117
 KX0117                         *CURRENT SURVEY CONTROL
 KX0117  ___________________________________________________________________
 KX0117* NAD 83(1986)-  40 48 39.     (N)    078 13 45.     (W)     SCALED    
 KX0117* NAVD 88     -       578.774  (meters)    1898.86   (feet)  ADJUSTED  
 KX0117  ___________________________________________________________________
 KX0117  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KX0117  DYNAMIC HT  -         578.465 (meters)    1897.85  (feet)  COMP
 KX0117  MODELED GRAV-     980,072.8   (mgal)                       NAVD 88
 KX0117
 KX0117  VERT ORDER  -  FIRST     CLASS I
 KX0117
 KX0117.The horizontal coordinates were scaled from a topographic map and have
 KX0117.an estimated accuracy of +/- 6 seconds.
 KX0117
 KX0117.The orthometric height was determined by differential leveling
 KX0117.and adjusted by the National Geodetic Survey in June 1991..
 KX0117
 KX0117.The geoid height was determined by GEOID03.
 KX0117
 KX0117.The dynamic height is computed by dividing the NAVD 88
 KX0117.geopotential number by the normal gravity value computed on the
 KX0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0117.degrees latitude (g = 980.6199 gals.).
 KX0117
 KX0117.The modeled gravity was interpolated from observed gravity values.
 KX0117
 KX0117;                    North         East    Units  Estimated Accuracy
 KX0117;SPC PA N     -    71,650.      559,570.      MT  (+/- 180 meters Scaled)
 KX0117
 KX0117                          SUPERSEDED SURVEY CONTROL
 KX0117
 KX0117  NGVD 29 (??/??/92)  578.921  (m)         1899.34   (f) ADJ UNCH    1 1
 KX0117
 KX0117.Superseded values are not recommended for survey control.
 KX0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0117.See file dsdata.txt to determine how the superseded data were derived.
 KX0117
 KX0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF337214(NAD 83)
 KX0117_MARKER: DB = BENCH MARK DISK
 KX0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0117_STAMPING: H 334 1966
 KX0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0117+STABILITY: SURFACE MOTION
 KX0117
 KX0117  HISTORY     - Date     Condition        Report By
 KX0117  HISTORY     - 1966     MONUMENTED       CGS
 KX0117
 KX0117                          STATION DESCRIPTION
 KX0117
 KX0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0117'3.8 MI SE FROM OSCEOLA MILLS.
 KX0117'ABOUT 3.8 MILES SOUTHEAST ALONG THE CLEARFIELD BRANCH OF THE
 KX0117'PENNSYLVANIA RAILROAD FROM THE FREIGHT STATION AT OSCEOLA MILLS,
 KX0117'0.25 MILE NORTHWEST OF THE CROSSING OF THE RAILROAD AND STATE
 KX0117'HIGHWAY 970, 12 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 KX0117'NORTHEAST SET OF TRACKS, 31 1/2 FEET SOUTHEAST OF MILEPOST NUMBER
 KX0117'15, 20 FEET SOUTHWEST OF A STONE FOUNDATION FOR AN ABANDONED
 KX0117'BUILDING, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 1/2
 KX0117'FOOT ABOVE THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A
 KX0117'CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0352 ***********************************************************************
 MA0352  DESIGNATION -  H 335
 MA0352  PID         -  MA0352
 MA0352  STATE/COUNTY-  PA/CLEARFIELD
 MA0352  USGS QUAD   -  LUTHERSBURG (1986)
 MA0352
 MA0352                         *CURRENT SURVEY CONTROL
 MA0352  ___________________________________________________________________
 MA0352* NAD 83(1986)-  41 03 35.     (N)    078 43 25.     (W)     SCALED    
 MA0352* NAVD 88     -       502.621  (meters)    1649.02   (feet)  ADJUSTED  
 MA0352  ___________________________________________________________________
 MA0352  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 MA0352  DYNAMIC HT  -         502.374 (meters)    1648.21  (feet)  COMP
 MA0352  MODELED GRAV-     980,116.5   (mgal)                       NAVD 88
 MA0352
 MA0352  VERT ORDER  -  FIRST     CLASS I
 MA0352
 MA0352.The horizontal coordinates were scaled from a topographic map and have
 MA0352.an estimated accuracy of +/- 6 seconds.
 MA0352
 MA0352.The orthometric height was determined by differential leveling
 MA0352.and adjusted by the National Geodetic Survey in June 1991..
 MA0352
 MA0352.The geoid height was determined by GEOID03.
 MA0352
 MA0352.The dynamic height is computed by dividing the NAVD 88
 MA0352.geopotential number by the normal gravity value computed on the
 MA0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0352.degrees latitude (g = 980.6199 gals.).
 MA0352
 MA0352.The modeled gravity was interpolated from observed gravity values.
 MA0352
 MA0352;                    North         East    Units  Estimated Accuracy
 MA0352;SPC PA N     -    99,640.      518,160.      MT  (+/- 180 meters Scaled)
 MA0352
 MA0352                          SUPERSEDED SURVEY CONTROL
 MA0352
 MA0352  NGVD 29 (??/??/92)  502.772  (m)         1649.51   (f) ADJ UNCH    1 1
 MA0352
 MA0352.Superseded values are not recommended for survey control.
 MA0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0352.See file dsdata.txt to determine how the superseded data were derived.
 MA0352
 MA0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF912478(NAD 83)
 MA0352_MARKER: DB = BENCH MARK DISK
 MA0352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0352_SP_SET: CONCRETE FILLED TILE
 MA0352_STAMPING: H 335 1966
 MA0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0352
 MA0352  HISTORY     - Date     Condition        Report By
 MA0352  HISTORY     - 1966     MONUMENTED       CGS
 MA0352  HISTORY     - 1967     GOOD             NGS
 MA0352
 MA0352                          STATION DESCRIPTION
 MA0352
 MA0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0352'6 MI SE FROM DU BOIS.
 MA0352'ABOUT 6.0 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0352'FROM THE UNION BANKING AND TRUST COMPANY BUILDING WHICH WAS
 MA0352'FORMERLY THE BALTIMORE AND OHIO RAILROAD STATION AT DU BOIS,
 MA0352'37 FEET NORTH OF THE NORTH RAIL OF THE TRACKS, 26 FEET WEST OF A
 MA0352'TELEPHONE POLE AND IN LINE WITH A ROW OF POLES, 5 FEET EAST OF
 MA0352'MILEPOST 3, SET IN THE TOP OF A CONCRETE FILLED 5-INCH TILE
 MA0352'WHICH PROJECTS 12 INCHES, 1 1/2 FEET WEST OF A METAL WITNESS
 MA0352'POST, AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0642 ***********************************************************************
 MA0642  DESIGNATION -  H 336
 MA0642  PID         -  MA0642
 MA0642  STATE/COUNTY-  PA/MCKEAN
 MA0642  USGS QUAD   -  BRADFORD (1983)
 MA0642
 MA0642                         *CURRENT SURVEY CONTROL
 MA0642  ___________________________________________________________________
 MA0642* NAD 83(1986)-  41 55 45.     (N)    078 38 50.     (W)     SCALED    
 MA0642* NAVD 88     -       447.655  (meters)    1468.68   (feet)  ADJUSTED  
 MA0642  ___________________________________________________________________
 MA0642  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 MA0642  DYNAMIC HT  -         447.473 (meters)    1468.08  (feet)  COMP
 MA0642  MODELED GRAV-     980,200.5   (mgal)                       NAVD 88
 MA0642
 MA0642  VERT ORDER  -  FIRST     CLASS I
 MA0642
 MA0642.The horizontal coordinates were scaled from a topographic map and have
 MA0642.an estimated accuracy of +/- 6 seconds.
 MA0642
 MA0642.The orthometric height was determined by differential leveling
 MA0642.and adjusted by the National Geodetic Survey in June 1991..
 MA0642
 MA0642.The geoid height was determined by GEOID03.
 MA0642
 MA0642.The dynamic height is computed by dividing the NAVD 88
 MA0642.geopotential number by the normal gravity value computed on the
 MA0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0642.degrees latitude (g = 980.6199 gals.).
 MA0642
 MA0642.The modeled gravity was interpolated from observed gravity values.
 MA0642
 MA0642;                    North         East    Units  Estimated Accuracy
 MA0642;SPC PA N     -   196,120.      525,580.      MT  (+/- 180 meters Scaled)
 MA0642
 MA0642                          SUPERSEDED SURVEY CONTROL
 MA0642
 MA0642  NGVD 29 (??/??/92)  447.793  (m)         1469.13   (f) ADJ UNCH    1 1
 MA0642
 MA0642.Superseded values are not recommended for survey control.
 MA0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0642.See file dsdata.txt to determine how the superseded data were derived.
 MA0642
 MA0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG950445(NAD 83)
 MA0642_MARKER: DB = BENCH MARK DISK
 MA0642_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0642_SP_SET: ABUTMENT
 MA0642_STAMPING: H 336 1966
 MA0642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0642+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2006
 MA0642
 MA0642  HISTORY     - Date     Condition        Report By
 MA0642  HISTORY     - 1966     MONUMENTED       CGS
 MA0642  HISTORY     - 1967     GOOD             NGS
 MA0642  HISTORY     - 19951011 GOOD             USPSQD
 MA0642  HISTORY     - 20040308 GOOD             USPSQD
 MA0642  HISTORY     - 20060711 GOOD             USPSQD
 MA0642
 MA0642                          STATION DESCRIPTION
 MA0642
 MA0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0642'1.8 MI S FROM BRADFORD.
 MA0642'ABOUT 1.8 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0642'FROM THE STATION AT BRADFORD, AT A CROSSING OF THE RAILROAD AND
 MA0642'A PAVED ROAD, 5 1/2 POLES SOUTH OF MILEPOST 124/30, 128 FEET
 MA0642'WEST OF THE WEST RAIL OF THE WEST SET OF TRACKS, SET IN THE TOP
 MA0642'OF THE SOUTH END OF THE EAST ABUTMENT OF A CONCRETE HIGHWAY
 MA0642'BRIDGE OVER THE EAST BRANCH OF TUNUNGWANT CREEK, 16 FEET SOUTH
 MA0642'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 MA0642'HIGHWAY.
 MA0642
 MA0642                          STATION RECOVERY (1995)
 MA0642
 MA0642'RECOVERY NOTE BY US POWER SQUADRON 1995
 MA0642'RECOVERED IN GOOD CONDITION.
 MA0642
 MA0642                          STATION RECOVERY (2004)
 MA0642
 MA0642'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0642'RECOVERED IN GOOD CONDITION.
 MA0642
 MA0642                          STATION RECOVERY (2006)
 MA0642
 MA0642'RECOVERY NOTE BY US POWER SQUADRON 2006 (SG)
 MA0642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0618 ***********************************************************************
 MA0618  DESIGNATION -  H 337
 MA0618  PID         -  MA0618
 MA0618  STATE/COUNTY-  PA/MCKEAN
 MA0618  USGS QUAD   -  CYCLONE (1981)
 MA0618
 MA0618                         *CURRENT SURVEY CONTROL
 MA0618  ___________________________________________________________________
 MA0618* NAD 83(1986)-  41 45 20.     (N)    078 34 22.     (W)     SCALED    
 MA0618* NAVD 88     -       658.331  (meters)    2159.87   (feet)  ADJUSTED  
 MA0618  ___________________________________________________________________
 MA0618  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 MA0618  DYNAMIC HT  -         658.046 (meters)    2158.94  (feet)  COMP
 MA0618  MODELED GRAV-     980,167.3   (mgal)                       NAVD 88
 MA0618
 MA0618  VERT ORDER  -  FIRST     CLASS I
 MA0618
 MA0618.The horizontal coordinates were scaled from a topographic map and have
 MA0618.an estimated accuracy of +/- 6 seconds.
 MA0618
 MA0618.The orthometric height was determined by differential leveling
 MA0618.and adjusted by the National Geodetic Survey in June 1991..
 MA0618
 MA0618.The geoid height was determined by GEOID03.
 MA0618
 MA0618.The dynamic height is computed by dividing the NAVD 88
 MA0618.geopotential number by the normal gravity value computed on the
 MA0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0618.degrees latitude (g = 980.6199 gals.).
 MA0618
 MA0618.The modeled gravity was interpolated from observed gravity values.
 MA0618
 MA0618;                    North         East    Units  Estimated Accuracy
 MA0618;SPC PA N     -   176,780.      531,580.      MT  (+/- 180 meters Scaled)
 MA0618
 MA0618                          SUPERSEDED SURVEY CONTROL
 MA0618
 MA0618  NGVD 29 (??/??/92)  658.461  (m)         2160.30   (f) ADJ UNCH    1 1
 MA0618
 MA0618.Superseded values are not recommended for survey control.
 MA0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0618.See file dsdata.txt to determine how the superseded data were derived.
 MA0618
 MA0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG017254(NAD 83)
 MA0618_MARKER: DB = BENCH MARK DISK
 MA0618_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0618_SP_SET: CULVERT
 MA0618_STAMPING: H 337 1966
 MA0618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MA0618+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 MA0618
 MA0618  HISTORY     - Date     Condition        Report By
 MA0618  HISTORY     - 1966     MONUMENTED       CGS
 MA0618  HISTORY     - 1967     GOOD             NGS
 MA0618  HISTORY     - 19991116 GOOD             USPSQD
 MA0618  HISTORY     - 20050607 GOOD             USPSQD
 MA0618
 MA0618                          STATION DESCRIPTION
 MA0618
 MA0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0618'4.2 MI NE FROM MT JEWETT.
 MA0618'ABOUT 0.1 MILE NORTH ALONG CENTER STREET FROM THE POST OFFICE
 MA0618'AT MT. JEWETT, THENCE 4.15 MILES NORTHEAST ALONG THE BALTIMORE
 MA0618'AND OHIO RAILROAD, 88 FEET WEST AND ACROSS THE TRACKS FROM
 MA0618'MILEPOST 142/20, 10 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 MA0618'NORTHWEST SET OF TRACKS, SET IN THE CENTER OF THE TOP OF THE
 MA0618'NORTHWEST CONCRETE HEAD WALL OF AN 18-INCH CORRUGATED METAL
 MA0618'CULVERT WHICH IS ABOUT 135 YARDS WEST OF THE STATE GAME COMMISSION
 MA0618'BUILDING, AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS.
 MA0618
 MA0618                          STATION RECOVERY (1999)
 MA0618
 MA0618'RECOVERY NOTE BY US POWER SQUADRON 1999
 MA0618'RECOVERED IN GOOD CONDITION.
 MA0618
 MA0618                          STATION RECOVERY (2005)
 MA0618
 MA0618'RECOVERY NOTE BY US POWER SQUADRON 2005 (SG)
 MA0618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0389 ***********************************************************************
 MA0389  DESIGNATION -  H 338
 MA0389  PID         -  MA0389
 MA0389  STATE/COUNTY-  PA/JEFFERSON
 MA0389  USGS QUAD   -  CARMAN (1994)
 MA0389
 MA0389                         *CURRENT SURVEY CONTROL
 MA0389  ___________________________________________________________________
 MA0389* NAD 83(1986)-  41 17 43.     (N)    078 50 03.     (W)     SCALED    
 MA0389* NAVD 88     -       446.125  (meters)    1463.66   (feet)  ADJUSTED  
 MA0389  ___________________________________________________________________
 MA0389  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 MA0389  DYNAMIC HT  -         445.925 (meters)    1463.01  (feet)  COMP
 MA0389  MODELED GRAV-     980,159.7   (mgal)                       NAVD 88
 MA0389
 MA0389  VERT ORDER  -  FIRST     CLASS I
 MA0389
 MA0389.The horizontal coordinates were scaled from a topographic map and have
 MA0389.an estimated accuracy of +/- 6 seconds.
 MA0389
 MA0389.The orthometric height was determined by differential leveling
 MA0389.and adjusted by the National Geodetic Survey in June 1991..
 MA0389
 MA0389.The geoid height was determined by GEOID03.
 MA0389
 MA0389.The dynamic height is computed by dividing the NAVD 88
 MA0389.geopotential number by the normal gravity value computed on the
 MA0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0389.degrees latitude (g = 980.6199 gals.).
 MA0389
 MA0389.The modeled gravity was interpolated from observed gravity values.
 MA0389
 MA0389;                    North         East    Units  Estimated Accuracy
 MA0389;SPC PA N     -   125,910.      509,200.      MT  (+/- 180 meters Scaled)
 MA0389
 MA0389                          SUPERSEDED SURVEY CONTROL
 MA0389
 MA0389  NGVD 29 (??/??/92)  446.280  (m)         1464.17   (f) ADJ UNCH    1 1
 MA0389
 MA0389.Superseded values are not recommended for survey control.
 MA0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0389.See file dsdata.txt to determine how the superseded data were derived.
 MA0389
 MA0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF813737(NAD 83)
 MA0389_MARKER: DB = BENCH MARK DISK
 MA0389_SETTING: 66 = SET IN ROCK OUTCROP
 MA0389_SP_SET: ROCK OUTCROP
 MA0389_STAMPING: H 338 1966
 MA0389_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA0389+STABILITY: POSITION/ELEVATION WELL
 MA0389
 MA0389  HISTORY     - Date     Condition        Report By
 MA0389  HISTORY     - 1966     MONUMENTED       CGS
 MA0389  HISTORY     - 1967     GOOD             NGS
 MA0389
 MA0389                          STATION DESCRIPTION
 MA0389
 MA0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0389'4 MI NW FROM BROCKWAY.
 MA0389'ABOUT 4.0 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0389'FROM THE STATION AT BROCKWAY, 4 RAILS NORTHEAST OF A METAL
 MA0389'TELEPHONE BOX, 52 FEET NORTH OF THE FIRST TELEPHONE POLE SOUTHWEST
 MA0389'OF MILEPOST 189/20, 59 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 MA0389'THE NORTHWEST SET OF TRACKS, SET IN THE TOP OF THE EAST EDGE
 MA0389'OF A 2- BY 3-FOOT ROCK OUTCROP WHICH PROJECTS ABOUT 3 FEET,
 MA0389'13 FEET NORTHWEST OF A ROW OF TELEPHONE POLES, AND ABOUT 10 FEET
 MA0389'ABOVE THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0420 ***********************************************************************
 MA0420  DESIGNATION -  H 339
 MA0420  PID         -  MA0420
 MA0420  STATE/COUNTY-  PA/ELK
 MA0420  USGS QUAD   -  PORTLAND MILLS (1969)
 MA0420
 MA0420                         *CURRENT SURVEY CONTROL
 MA0420  ___________________________________________________________________
 MA0420* NAD 83(1986)-  41 27 27.     (N)    078 46 13.     (W)     SCALED    
 MA0420* NAVD 88     -       531.556  (meters)    1743.95   (feet)  ADJUSTED  
 MA0420  ___________________________________________________________________
 MA0420  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 MA0420  DYNAMIC HT  -         531.320 (meters)    1743.17  (feet)  COMP
 MA0420  MODELED GRAV-     980,162.1   (mgal)                       NAVD 88
 MA0420
 MA0420  VERT ORDER  -  FIRST     CLASS I
 MA0420
 MA0420.The horizontal coordinates were scaled from a topographic map and have
 MA0420.an estimated accuracy of +/- 6 seconds.
 MA0420
 MA0420.The orthometric height was determined by differential leveling
 MA0420.and adjusted by the National Geodetic Survey in June 1991..
 MA0420
 MA0420.The geoid height was determined by GEOID03.
 MA0420
 MA0420.The dynamic height is computed by dividing the NAVD 88
 MA0420.geopotential number by the normal gravity value computed on the
 MA0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0420.degrees latitude (g = 980.6199 gals.).
 MA0420
 MA0420.The modeled gravity was interpolated from observed gravity values.
 MA0420
 MA0420;                    North         East    Units  Estimated Accuracy
 MA0420;SPC PA N     -   143,850.      514,760.      MT  (+/- 180 meters Scaled)
 MA0420
 MA0420                          SUPERSEDED SURVEY CONTROL
 MA0420
 MA0420  NGVD 29 (??/??/92)  531.711  (m)         1744.46   (f) ADJ UNCH    1 1
 MA0420
 MA0420.Superseded values are not recommended for survey control.
 MA0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0420.See file dsdata.txt to determine how the superseded data were derived.
 MA0420
 MA0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF862919(NAD 83)
 MA0420_MARKER: DB = BENCH MARK DISK
 MA0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0420_STAMPING: H 339 1966
 MA0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0420+STABILITY: SURFACE MOTION
 MA0420
 MA0420  HISTORY     - Date     Condition        Report By
 MA0420  HISTORY     - 1966     MONUMENTED       CGS
 MA0420  HISTORY     - 1967     GOOD             NGS
 MA0420  HISTORY     - 20050414 GOOD             USPSQD
 MA0420
 MA0420                          STATION DESCRIPTION
 MA0420
 MA0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0420'3.6 MI NW FROM RIDGWAY.
 MA0420'ABOUT 0.1 MILE NORTHWEST ALONG SOUTH MILL AVENUE FROM THE POST
 MA0420'OFFICE AT RIDGWAY, THENCE 0.9 MILE WEST ALONG WEST MAIN STREET,
 MA0420'THENCE 2.65 MILES NORTHWEST ALONG COUNTY ROAD 24015, 0.2 MILE
 MA0420'SOUTH OF THE JUNCTION OF COUNTY ROADS 24015 AND 24018, 23 FEET
 MA0420'EAST OF THE CENTER LINE OF THE ROAD, 28 FEET SOUTH OF ROAD
 MA0420'MARKER 1/50, 8 FEET NORTH OF TELEPHONE POLE 3, ABOUT 3 FEET ABOVE
 MA0420'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MA0420'WHICH PROJECTS 7 INCHES.
 MA0420
 MA0420                          STATION RECOVERY (2005)
 MA0420
 MA0420'RECOVERY NOTE BY US POWER SQUADRON 2005 (SL)
 MA0420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0692 ***********************************************************************
 LZ0692  DESIGNATION -  H 34
 LZ0692  PID         -  LZ0692
 LZ0692  STATE/COUNTY-  PA/TIOGA
 LZ0692  USGS QUAD   -  KNOXVILLE (1969)
 LZ0692
 LZ0692                         *CURRENT SURVEY CONTROL
 LZ0692  ___________________________________________________________________
 LZ0692* NAD 83(1986)-  41 57 16.     (N)    077 26 32.     (W)     SCALED    
 LZ0692* NAVD 88     -       377.662  (meters)    1239.05   (feet)  ADJUSTED  
 LZ0692  ___________________________________________________________________
 LZ0692  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 LZ0692  DYNAMIC HT  -         377.514 (meters)    1238.56  (feet)  COMP
 LZ0692  MODELED GRAV-     980,219.8   (mgal)                       NAVD 88
 LZ0692
 LZ0692  VERT ORDER  -  SECOND    CLASS 0
 LZ0692
 LZ0692.The horizontal coordinates were scaled from a topographic map and have
 LZ0692.an estimated accuracy of +/- 6 seconds.
 LZ0692
 LZ0692.The orthometric height was determined by differential leveling
 LZ0692.and adjusted by the National Geodetic Survey in June 1991..
 LZ0692
 LZ0692.The geoid height was determined by GEOID03.
 LZ0692
 LZ0692.The dynamic height is computed by dividing the NAVD 88
 LZ0692.geopotential number by the normal gravity value computed on the
 LZ0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0692.degrees latitude (g = 980.6199 gals.).
 LZ0692
 LZ0692.The modeled gravity was interpolated from observed gravity values.
 LZ0692
 LZ0692;                    North         East    Units  Estimated Accuracy
 LZ0692;SPC PA N     -   198,590.      625,520.      MT  (+/- 180 meters Scaled)
 LZ0692
 LZ0692                          SUPERSEDED SURVEY CONTROL
 LZ0692
 LZ0692  NGVD 29 (??/??/92)  377.803  (m)         1239.51   (f) ADJ UNCH    2 0
 LZ0692
 LZ0692.Superseded values are not recommended for survey control.
 LZ0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0692.See file dsdata.txt to determine how the superseded data were derived.
 LZ0692
 LZ0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM975476(NAD 83)
 LZ0692_MARKER: DB = BENCH MARK DISK
 LZ0692_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0692_SP_SET: ABUTMENT
 LZ0692_STAMPING: H 34 1934
 LZ0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0692
 LZ0692  HISTORY     - Date     Condition        Report By
 LZ0692  HISTORY     - 1934     MONUMENTED       CGS
 LZ0692  HISTORY     - 1954     MARK NOT FOUND   USGS
 LZ0692
 LZ0692                          STATION DESCRIPTION
 LZ0692
 LZ0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0692'AT KNOXVILLE.
 LZ0692'AT KNOXVILLE, TIOGA COUNTY, ABOUT 350 FEET SOUTH OF THE NEW
 LZ0692'YORK CENTRAL RAILROAD STATION, ABOUT 1,350 FEET SOUTH OF MILEPOST
 LZ0692'C 18, AT A 225-FOOT STEEL BRIDGE, IN THE TOP OF THE SOUTH END
 LZ0692'OF THE EAST ABUTMENT, 7 FEET SOUTH OF THE SOUTH RAIL, AND 3 FEET
 LZ0692'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED H 34
 LZ0692'1934.
 LZ0692
 LZ0692                          STATION RECOVERY (1954)
 LZ0692
 LZ0692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 LZ0692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0994 ***********************************************************************
 KX0994  DESIGNATION -  H 341
 KX0994  PID         -  KX0994
 KX0994  STATE/COUNTY-  PA/WESTMORELAND
 KX0994  USGS QUAD   -  BOLIVAR (1993)
 KX0994
 KX0994                         *CURRENT SURVEY CONTROL
 KX0994  ___________________________________________________________________
 KX0994* NAD 83(1986)-  40 23 45.     (N)    079 14 25.     (W)     SCALED    
 KX0994* NAVD 88     -       346.308  (meters)    1136.18   (feet)  ADJUSTED  
 KX0994  ___________________________________________________________________
 KX0994  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KX0994  DYNAMIC HT  -         346.127 (meters)    1135.59  (feet)  COMP
 KX0994  MODELED GRAV-     980,090.4   (mgal)                       NAVD 88
 KX0994
 KX0994  VERT ORDER  -  FIRST     CLASS I
 KX0994
 KX0994.The horizontal coordinates were scaled from a topographic map and have
 KX0994.an estimated accuracy of +/- 6 seconds.
 KX0994
 KX0994.The orthometric height was determined by differential leveling
 KX0994.and adjusted by the National Geodetic Survey in June 1991..
 KX0994
 KX0994.The geoid height was determined by GEOID03.
 KX0994
 KX0994.The dynamic height is computed by dividing the NAVD 88
 KX0994.geopotential number by the normal gravity value computed on the
 KX0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0994.degrees latitude (g = 980.6199 gals.).
 KX0994
 KX0994.The modeled gravity was interpolated from observed gravity values.
 KX0994
 KX0994;                    North         East    Units  Estimated Accuracy
 KX0994;SPC PA S     -   119,040.      473,490.      MT  (+/- 180 meters Scaled)
 KX0994
 KX0994                          SUPERSEDED SURVEY CONTROL
 KX0994
 KX0994  NGVD 29 (??/??/92)  346.476  (m)         1136.73   (f) ADJ UNCH    1 1
 KX0994
 KX0994.Superseded values are not recommended for survey control.
 KX0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0994.See file dsdata.txt to determine how the superseded data were derived.
 KX0994
 KX0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE493731(NAD 83)
 KX0994_MARKER: DB = BENCH MARK DISK
 KX0994_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0994_SP_SET: CATCH BASIN
 KX0994_STAMPING: H 341 1966
 KX0994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX0994+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2001
 KX0994
 KX0994  HISTORY     - Date     Condition        Report By
 KX0994  HISTORY     - 1966     MONUMENTED       CGS
 KX0994  HISTORY     - 20010502 GOOD             PADT
 KX0994  HISTORY     - 20010905 GOOD             JCLS
 KX0994  HISTORY     - 20010909 GOOD             JCLS
 KX0994
 KX0994                          STATION DESCRIPTION
 KX0994
 KX0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0994'1.7 MI SW FROM TORRANCE.
 KX0994'1.7 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM A BLACKTOP
 KX0994'ROAD OVERPASS OVER THE TRACK, ABOUT 0.15 MILE NORTHEAST OF
 KX0994'MILEPOST 302, ABOUT 3 1/2 RAILS SOUTH OF A BLACKTOP ROAD CROSSING
 KX0994'AT GRAY STATION (NAME ON SIGN), SET IN THE TOP OF THE SOUTH
 KX0994'CORNER OF A 4 FOOT SQUARE CONCRETE CATCH BASIN THAT IS 4 FEET
 KX0994'DEEP AND THE NORTH AND SOUTH WALLS ARE AN EXTENSION TO THE WALLS
 KX0994'TO A 4 FOOT STONE BOX CULVERT, 32.7 FEET SOUTHEAST OF THE SOUTHEAST
 KX0994'RAIL OF THE SOUTHEAST ONE OF THREE TRACKS, 1/2 FOOT SOUTH OF THE
 KX0994'SOUTH CORNER OF THE METAL COVER OF THE CATCH BASIN AND ABOUT 5
 KX0994'FEET BELOW LEVEL OF TRACK.
 KX0994
 KX0994                          STATION RECOVERY (2001)
 KX0994
 KX0994'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (MBJ)
 KX0994'RECOVERED IN GOOD CONDITION.
 KX0994
 KX0994                          STATION RECOVERY (2001)
 KX0994
 KX0994'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 KX0994'RECOVERED AS DESCRIBED.
 KX0994
 KX0994                          STATION RECOVERY (2001)
 KX0994
 KX0994'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 KX0994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1219 ***********************************************************************
 KX1219  DESIGNATION -  H 342
 KX1219  PID         -  KX1219
 KX1219  STATE/COUNTY-  PA/WESTMORELAND
 KX1219  USGS QUAD   -  IRWIN (1979)
 KX1219
 KX1219                         *CURRENT SURVEY CONTROL
 KX1219  ___________________________________________________________________
 KX1219* NAD 83(1986)-  40 20 05.     (N)    079 40 25.     (W)     SCALED    
 KX1219* NAVD 88     -       285.078  (meters)     935.29   (feet)  ADJUSTED  
 KX1219  ___________________________________________________________________
 KX1219  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KX1219  DYNAMIC HT  -         284.927 (meters)     934.80  (feet)  COMP
 KX1219  MODELED GRAV-     980,087.4   (mgal)                       NAVD 88
 KX1219
 KX1219  VERT ORDER  -  FIRST     CLASS I
 KX1219
 KX1219.The horizontal coordinates were scaled from a topographic map and have
 KX1219.an estimated accuracy of +/- 6 seconds.
 KX1219
 KX1219.The orthometric height was determined by differential leveling
 KX1219.and adjusted by the National Geodetic Survey in June 1991..
 KX1219
 KX1219.The geoid height was determined by GEOID03.
 KX1219
 KX1219.The dynamic height is computed by dividing the NAVD 88
 KX1219.geopotential number by the normal gravity value computed on the
 KX1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1219.degrees latitude (g = 980.6199 gals.).
 KX1219
 KX1219.The modeled gravity was interpolated from observed gravity values.
 KX1219
 KX1219;                    North         East    Units  Estimated Accuracy
 KX1219;SPC PA S     -   112,970.      436,560.      MT  (+/- 180 meters Scaled)
 KX1219
 KX1219                          SUPERSEDED SURVEY CONTROL
 KX1219
 KX1219  NGVD 29 (??/??/92)  285.249  (m)          935.85   (f) ADJ UNCH    1 1
 KX1219
 KX1219.Superseded values are not recommended for survey control.
 KX1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1219.See file dsdata.txt to determine how the superseded data were derived.
 KX1219
 KX1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE126657(NAD 83)
 KX1219_MARKER: DB = BENCH MARK DISK
 KX1219_SETTING: 66 = SET IN ROCK OUTCROP
 KX1219_SP_SET: ROCK LEDGE
 KX1219_STAMPING: H 342 1966
 KX1219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX1219+STABILITY: POSITION/ELEVATION WELL
 KX1219
 KX1219  HISTORY     - Date     Condition        Report By
 KX1219  HISTORY     - 1966     MONUMENTED       CGS
 KX1219
 KX1219                          STATION DESCRIPTION
 KX1219
 KX1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX1219'3.2 MI W FROM JEANNETTE.
 KX1219'ABOUT 3.2 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1219'STATION AT JEANNETTE, ABOUT 0.4 MILE EAST OF MILEPOST NO. 330,
 KX1219'ABOUT 0.15 MILE WEST OF THE MANOR NATIONAL BANK AT MANOR, ABOUT
 KX1219'0.1 MILE WEST OF A DOUBLE ARCHED STONE BRIDGE OVER BRUSH CREEK,
 KX1219'SET IN THE TOP OF A ROCK LEDGE THAT IS ABOUT 10 FEET LONG AND 2
 KX1219'FEET HIGH AND IS AT THE BASE OF A CUT THAT IS ABOUT 0.1 MILE
 KX1219'LONG AND 25 FEET HIGH, 7.2 FEET SOUTH OF THE SOUTH RAIL OF THE
 KX1219'SOUTH ONE OF 4 TRACKS AND ABOUT LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0397 ***********************************************************************
 KY0397  DESIGNATION -  H 343
 KY0397  PID         -  KY0397
 KY0397  STATE/COUNTY-  PA/ALLEGHENY
 KY0397  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0397
 KY0397                         *CURRENT SURVEY CONTROL
 KY0397  ___________________________________________________________________
 KY0397* NAD 83(1986)-  40 26 24.     (N)    080 00 31.     (W)     SCALED    
 KY0397* NAVD 88     -       221.774  (meters)     727.60   (feet)  ADJUSTED  
 KY0397  ___________________________________________________________________
 KY0397  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KY0397  DYNAMIC HT  -         221.659 (meters)     727.23  (feet)  COMP
 KY0397  MODELED GRAV-     980,104.9   (mgal)                       NAVD 88
 KY0397
 KY0397  VERT ORDER  -  FIRST     CLASS I
 KY0397
 KY0397.The horizontal coordinates were scaled from a topographic map and have
 KY0397.an estimated accuracy of +/- 6 seconds.
 KY0397
 KY0397.The orthometric height was determined by differential leveling
 KY0397.and adjusted by the National Geodetic Survey in June 1991..
 KY0397
 KY0397.The geoid height was determined by GEOID03.
 KY0397
 KY0397.The dynamic height is computed by dividing the NAVD 88
 KY0397.geopotential number by the normal gravity value computed on the
 KY0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0397.degrees latitude (g = 980.6199 gals.).
 KY0397
 KY0397.The modeled gravity was interpolated from observed gravity values.
 KY0397
 KY0397;                    North         East    Units  Estimated Accuracy
 KY0397;SPC PA S     -   125,330.      408,400.      MT  (+/- 180 meters Scaled)
 KY0397
 KY0397                          SUPERSEDED SURVEY CONTROL
 KY0397
 KY0397  NGVD 29 (??/??/92)  221.931  (m)          728.12   (f) ADJ UNCH    1 1
 KY0397
 KY0397.Superseded values are not recommended for survey control.
 KY0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0397.See file dsdata.txt to determine how the superseded data were derived.
 KY0397
 KY0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE840770(NAD 83)
 KY0397_MARKER: DB = BENCH MARK DISK
 KY0397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0397_SP_SET: PIER
 KY0397_STAMPING: H 343 1966
 KY0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0397
 KY0397  HISTORY     - Date     Condition        Report By
 KY0397  HISTORY     - 1966     MONUMENTED       CGS
 KY0397  HISTORY     - 20040520 MARK NOT FOUND   USPSQD
 KY0397
 KY0397                          STATION DESCRIPTION
 KY0397
 KY0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KY0397'AT PITTSBURGH.
 KY0397'ABOUT 0.5 MILE NORTHWEST ALONG FORT PITT BLVD FROM THE JUNCTION
 KY0397'WITH GRANT STREET AT PITTSBURGH, SET VERTICALLY IN THE SOUTHEAST
 KY0397'FACE OF THE NORTHWEST LEG OF THE FIRST PIER NORTHEAST OF FORT
 KY0397'PITT BRIDGE OVER THE BOULEVARD AND THE MONONGAHELA RIVER, 24 FEET
 KY0397'NORTH OF THE NORTH CURB LINE OF THE BOULEVARD, 2 FEET ABOVE THE
 KY0397'STONE RAMP THAT IS UNDER THE BRIDGE, 2 1/2 FEET ABOVE BOULEVARD.
 KY0397
 KY0397                          STATION RECOVERY (2004)
 KY0397
 KY0397'RECOVERY NOTE BY US POWER SQUADRON 2004
 KY0397'MARK NOT FOUND. USPS JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0040 ***********************************************************************
 KX0040  DESIGNATION -  H 344
 KX0040  PID         -  KX0040
 KX0040  STATE/COUNTY-  PA/BLAIR
 KX0040  USGS QUAD   -  TIPTON (1988)
 KX0040
 KX0040                         *CURRENT SURVEY CONTROL
 KX0040  ___________________________________________________________________
 KX0040* NAD 83(1986)-  40 37 45.     (N)    078 18 52.     (W)     SCALED    
 KX0040* NAVD 88     -       305.430  (meters)    1002.06   (feet)  ADJUSTED  
 KX0040  ___________________________________________________________________
 KX0040  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KX0040  DYNAMIC HT  -         305.272 (meters)    1001.55  (feet)  COMP
 KX0040  MODELED GRAV-     980,099.4   (mgal)                       NAVD 88
 KX0040
 KX0040  VERT ORDER  -  FIRST     CLASS I
 KX0040
 KX0040.The horizontal coordinates were scaled from a topographic map and have
 KX0040.an estimated accuracy of +/- 6 seconds.
 KX0040
 KX0040.The orthometric height was determined by differential leveling
 KX0040.and adjusted by the National Geodetic Survey in June 1991..
 KX0040
 KX0040.The geoid height was determined by GEOID03.
 KX0040
 KX0040.The dynamic height is computed by dividing the NAVD 88
 KX0040.geopotential number by the normal gravity value computed on the
 KX0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0040.degrees latitude (g = 980.6199 gals.).
 KX0040
 KX0040.The modeled gravity was interpolated from observed gravity values.
 KX0040
 KX0040;                    North         East    Units  Estimated Accuracy
 KX0040;SPC PA S     -   144,040.      552,250.      MT  (+/- 180 meters Scaled)
 KX0040
 KX0040                          SUPERSEDED SURVEY CONTROL
 KX0040
 KX0040  NGVD 29 (??/??/92)  305.596  (m)         1002.61   (f) ADJ UNCH    1 1
 KX0040
 KX0040.Superseded values are not recommended for survey control.
 KX0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0040.See file dsdata.txt to determine how the superseded data were derived.
 KX0040
 KX0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF271010(NAD 83)
 KX0040_MARKER: DB = BENCH MARK DISK
 KX0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0040_STAMPING: H 344 1966
 KX0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0040+STABILITY: SURFACE MOTION
 KX0040
 KX0040  HISTORY     - Date     Condition        Report By
 KX0040  HISTORY     - 1966     MONUMENTED       CGS
 KX0040
 KX0040                          STATION DESCRIPTION
 KX0040
 KX0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0040'4.9 MI SW FROM TYRONE.
 KX0040'ABOUT 4.9 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD
 KX0040'FROM THE STATION AT TYRONE, ABOUT 2.35 MILES NORTHEAST FROM
 KX0040'THE STATE HIGHWAY 865 OVERPASS AT BELLWOOD, 1.05 MILES SOUTHWEST
 KX0040'OF A BLACK TOPPED ROAD CROSSING AT TIPTON, 98 YARDS NORTHEAST
 KX0040'OF MILEPOST 227, 187 FEET EAST OF THE EAST LEG OF SIGNAL BRIDGE
 KX0040'NO. 226.9, 60 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 6 1/2 FEET
 KX0040'SOUTHWEST OF A POWER LINE POLE, ABOUT 227 FEET NORTH OF THE
 KX0040'NORTH EDGE OF THE PETERSON MEMORIAL AIRFIELD, 1.5 FEET NORTHEAST
 KX0040'OF A METAL WITNESS POST, 6 FEET BELOW THE LEVEL OF THE TRACK
 KX0040'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 KX0040'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0052 ***********************************************************************
 KX0052  DESIGNATION -  H 345
 KX0052  PID         -  KX0052
 KX0052  STATE/COUNTY-  PA/BLAIR
 KX0052  USGS QUAD   -  BELLWOOD (1984)
 KX0052
 KX0052                         *CURRENT SURVEY CONTROL
 KX0052  ___________________________________________________________________
 KX0052* NAD 83(1986)-  40 33 40.     (N)    078 21 46.     (W)     SCALED    
 KX0052* NAVD 88     -       331.799  (meters)    1088.58   (feet)  ADJUSTED  
 KX0052  ___________________________________________________________________
 KX0052  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 KX0052  DYNAMIC HT  -         331.626 (meters)    1088.01  (feet)  COMP
 KX0052  MODELED GRAV-     980,095.2   (mgal)                       NAVD 88
 KX0052
 KX0052  VERT ORDER  -  FIRST     CLASS I
 KX0052
 KX0052.The horizontal coordinates were scaled from a topographic map and have
 KX0052.an estimated accuracy of +/- 6 seconds.
 KX0052
 KX0052.The orthometric height was determined by differential leveling
 KX0052.and adjusted by the National Geodetic Survey in June 1991..
 KX0052
 KX0052.The geoid height was determined by GEOID03.
 KX0052
 KX0052.The dynamic height is computed by dividing the NAVD 88
 KX0052.geopotential number by the normal gravity value computed on the
 KX0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0052.degrees latitude (g = 980.6199 gals.).
 KX0052
 KX0052.The modeled gravity was interpolated from observed gravity values.
 KX0052
 KX0052;                    North         East    Units  Estimated Accuracy
 KX0052;SPC PA S     -   136,510.      548,110.      MT  (+/- 180 meters Scaled)
 KX0052
 KX0052                          SUPERSEDED SURVEY CONTROL
 KX0052
 KX0052  NGVD 29 (??/??/92)  331.957  (m)         1089.10   (f) ADJ UNCH    1 1
 KX0052
 KX0052.Superseded values are not recommended for survey control.
 KX0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0052.See file dsdata.txt to determine how the superseded data were derived.
 KX0052
 KX0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE232933(NAD 83)
 KX0052_MARKER: DB = BENCH MARK DISK
 KX0052_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KX0052_SP_SET: 27 FEET
 KX0052_STAMPING: H 345 1966
 KX0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0052
 KX0052  HISTORY     - Date     Condition        Report By
 KX0052  HISTORY     - 1966     MONUMENTED       CGS
 KX0052
 KX0052                          STATION DESCRIPTION
 KX0052
 KX0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0052'3.9 MI NE FROM ALTOONA.
 KX0052'ABOUT 3.9 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0052'STATION AT ALTOONA, 0.45 MILE SOUTHWEST OF MILEPOST 232, 608 FEET
 KX0052'SOUTHWEST OF THE WEST CORNER OF AHTIS CONTROL TOWER, 101 FEET
 KX0052'SOUTHEAST OF AND ACROSS THREE (3) TRACKS FROM THE SOUTHEAST
 KX0052'RAIL OF MAIN TRACK, 56 FEET SOUTHEAST OF THE MOST SOUTHEAST TRACK,
 KX0052'2 FEET NORTHEAST OF A TELEPHONE POLE, IN LINE WITH A ROW OF POLES,
 KX0052'1 FOOT SOUTHWEST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL
 KX0052'OF THE TRACK AND IS A DISK ON THE TOP OF A COPPER COATED STEEL
 KX0052'ROD PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND AND PROTECTED
 KX0052'BY A 6 INCH IRON PIPE WHICH PROJECTS 1 INCH ABOVE THE LEVEL OF THE
 KX0052'GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 27 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0470 ***********************************************************************
 KX0470  DESIGNATION -  H 346
 KX0470  PID         -  KX0470
 KX0470  STATE/COUNTY-  PA/CAMBRIA
 KX0470  USGS QUAD   -  JOHNSTOWN (1981)
 KX0470
 KX0470                         *CURRENT SURVEY CONTROL
 KX0470  ___________________________________________________________________
 KX0470* NAD 83(1986)-  40 19 53.     (N)    078 54 27.     (W)     SCALED    
 KX0470* NAVD 88     -       363.416  (meters)    1192.31   (feet)  ADJUSTED  
 KX0470  ___________________________________________________________________
 KX0470  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KX0470  DYNAMIC HT  -         363.222 (meters)    1191.67  (feet)  COMP
 KX0470  MODELED GRAV-     980,080.3   (mgal)                       NAVD 88
 KX0470
 KX0470  VERT ORDER  -  FIRST     CLASS I
 KX0470
 KX0470.The horizontal coordinates were scaled from a topographic map and have
 KX0470.an estimated accuracy of +/- 6 seconds.
 KX0470
 KX0470.The orthometric height was determined by differential leveling
 KX0470.and adjusted by the National Geodetic Survey in June 1991..
 KX0470
 KX0470.The geoid height was determined by GEOID03.
 KX0470
 KX0470.The dynamic height is computed by dividing the NAVD 88
 KX0470.geopotential number by the normal gravity value computed on the
 KX0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0470.degrees latitude (g = 980.6199 gals.).
 KX0470
 KX0470.The modeled gravity was interpolated from observed gravity values.
 KX0470
 KX0470;                    North         East    Units  Estimated Accuracy
 KX0470;SPC PA S     -   111,460.      501,640.      MT  (+/- 180 meters Scaled)
 KX0470
 KX0470                          SUPERSEDED SURVEY CONTROL
 KX0470
 KX0470  NGVD 29 (??/??/92)  363.587  (m)         1192.87   (f) ADJ UNCH    1 1
 KX0470
 KX0470.Superseded values are not recommended for survey control.
 KX0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0470.See file dsdata.txt to determine how the superseded data were derived.
 KX0470
 KX0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE777666(NAD 83)
 KX0470_MARKER: DB = BENCH MARK DISK
 KX0470_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0470_SP_SET: RETAINING WALL
 KX0470_STAMPING: H 346 1966
 KX0470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0470
 KX0470  HISTORY     - Date     Condition        Report By
 KX0470  HISTORY     - 1966     MONUMENTED       CGS
 KX0470
 KX0470                          STATION DESCRIPTION
 KX0470
 KX0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0470'0.8 MI NE FROM JOHNSTOWN.
 KX0470'ABOUT 0.8 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD
 KX0470'FROM THE STATION AT JOHNSTOWN, 0.3 MILE SOUTHWEST OF MILEPOST
 KX0470'274, 300 FEET NORTHEAST OF THE SOUTHEAST CONCRETE BASE FOR
 KX0470'SIGNAL BRIDGE NO. 274-3, SET ON THE TOP OF A CONCRETE RETAINING
 KX0470'WALL, NEAR THE NORTHWEST END OF ATWOOD STREET, 21.4 FEET
 KX0470'SOUTHEAST OF AND ACROSS ONE SIDE TRACK FROM THE SOUTHEAST
 KX0470'RAIL OF THE SOUTHEAST MAIN TRACK, 6.9 FEET SOUTHEAST OF THE
 KX0470'SOUTHEAST RAIL OF SIDE TRACK, IN LINE WITH THE EXTENDED
 KX0470'SOUTHWEST EDGE OF ATWOOD STREET AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0046 ***********************************************************************
 KY0046  DESIGNATION -  H 347
 KY0046  PID         -  KY0046
 KY0046  STATE/COUNTY-  PA/BEAVER
 KY0046  USGS QUAD   -  BEAVER (1979)
 KY0046
 KY0046                         *CURRENT SURVEY CONTROL
 KY0046  ___________________________________________________________________
 KY0046* NAD 83(1986)-  40 42 51.     (N)    080 17 51.     (W)     SCALED    
 KY0046* NAVD 88     -       221.283  (meters)     725.99   (feet)  ADJUSTED  
 KY0046  ___________________________________________________________________
 KY0046  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KY0046  DYNAMIC HT  -         221.172 (meters)     725.63  (feet)  COMP
 KY0046  MODELED GRAV-     980,117.5   (mgal)                       NAVD 88
 KY0046
 KY0046  VERT ORDER  -  FIRST     CLASS I
 KY0046
 KY0046.The horizontal coordinates were scaled from a topographic map and have
 KY0046.an estimated accuracy of +/- 6 seconds.
 KY0046
 KY0046.The orthometric height was determined by differential leveling
 KY0046.and adjusted by the National Geodetic Survey in June 1991..
 KY0046
 KY0046.The geoid height was determined by GEOID03.
 KY0046
 KY0046.The dynamic height is computed by dividing the NAVD 88
 KY0046.geopotential number by the normal gravity value computed on the
 KY0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0046.degrees latitude (g = 980.6199 gals.).
 KY0046
 KY0046.The modeled gravity was interpolated from observed gravity values.
 KY0046
 KY0046;                    North         East    Units  Estimated Accuracy
 KY0046;SPC PA S     -   156,430.      384,780.      MT  (+/- 180 meters Scaled)
 KY0046
 KY0046                          SUPERSEDED SURVEY CONTROL
 KY0046
 KY0046  NGVD 29 (??/??/92)  221.402  (m)          726.38   (f) ADJ UNCH    1 1
 KY0046
 KY0046.Superseded values are not recommended for survey control.
 KY0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0046.See file dsdata.txt to determine how the superseded data were derived.
 KY0046
 KY0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF593072(NAD 83)
 KY0046_MARKER: DB = BENCH MARK DISK
 KY0046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0046_SP_SET: ABUTMENT
 KY0046_STAMPING: H 347 1966
 KY0046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0046
 KY0046  HISTORY     - Date     Condition        Report By
 KY0046  HISTORY     - 1966     MONUMENTED       CGS
 KY0046
 KY0046                          STATION DESCRIPTION
 KY0046
 KY0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KY0046'1.5 MI NW FROM ROCHESTER.
 KY0046'ABOUT 1.5 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD
 KY0046'FROM THE STATION AT ROCHESTER, ABOUT 0.2 MILE NORTHWEST OF
 KY0046'MILEPOST NO. P 27, 75 YARDS NORTHEAST OF THE MAIN LINE TRACKS,
 KY0046'SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT
 KY0046'OF A SPUR TRACK OVERPASS OVER STATE HIGHWAY 18, 8 1/2 FEET
 KY0046'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SPUR TRACK AND 1 FOOT
 KY0046'ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0202 ***********************************************************************
 MB0202  DESIGNATION -  H 348
 MB0202  PID         -  MB0202
 MB0202  STATE/COUNTY-  PA/CRAWFORD
 MB0202  USGS QUAD   -  COCHRANTON (1973)
 MB0202
 MB0202                         *CURRENT SURVEY CONTROL
 MB0202  ___________________________________________________________________
 MB0202* NAD 83(1986)-  41 32 43.     (N)    080 00 24.     (W)     SCALED    
 MB0202* NAVD 88     -       395.466  (meters)    1297.46   (feet)  ADJUSTED  
 MB0202  ___________________________________________________________________
 MB0202  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 MB0202  DYNAMIC HT  -         395.299 (meters)    1296.91  (feet)  COMP
 MB0202  MODELED GRAV-     980,188.7   (mgal)                       NAVD 88
 MB0202
 MB0202  VERT ORDER  -  SECOND    CLASS 0
 MB0202
 MB0202.The horizontal coordinates were scaled from a topographic map and have
 MB0202.an estimated accuracy of +/- 6 seconds.
 MB0202
 MB0202.The orthometric height was determined by differential leveling
 MB0202.and adjusted by the National Geodetic Survey in June 1991..
 MB0202
 MB0202.The geoid height was determined by GEOID03.
 MB0202
 MB0202.The dynamic height is computed by dividing the NAVD 88
 MB0202.geopotential number by the normal gravity value computed on the
 MB0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0202.degrees latitude (g = 980.6199 gals.).
 MB0202
 MB0202.The modeled gravity was interpolated from observed gravity values.
 MB0202
 MB0202;                    North         East    Units  Estimated Accuracy
 MB0202;SPC PA N     -   155,550.      411,740.      MT  (+/- 180 meters Scaled)
 MB0202
 MB0202                          SUPERSEDED SURVEY CONTROL
 MB0202
 MB0202  NGVD 29 (??/??/92)  395.639  (m)         1298.03   (f) ADJ UNCH    2 0
 MB0202
 MB0202.Superseded values are not recommended for survey control.
 MB0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0202.See file dsdata.txt to determine how the superseded data were derived.
 MB0202
 MB0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF828997(NAD 83)
 MB0202_MARKER: DB = BENCH MARK DISK
 MB0202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0202_SP_SET: CATCH BASIN
 MB0202_STAMPING: H 348 1967
 MB0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0202
 MB0202  HISTORY     - Date     Condition        Report By
 MB0202  HISTORY     - 1967     MONUMENTED       CGS
 MB0202
 MB0202                          STATION DESCRIPTION
 MB0202
 MB0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MB0202'3.2 MI N FROM COCHRANTON.
 MB0202'ABOUT 3.2 MILES NORTH ALONG STATE HIGHWAY 173 FROM THE POST
 MB0202'OFFICE IN COCHRANTON, 63 FEET EAST OF TELEPHONE POLE NO. 113, 18
 MB0202'FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY, SET IN THE TOP OF
 MB0202'THE NORTHEAST END OF BACKWALL OF A CATCH BASIN AND IS ABOUT
 MB0202'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0911 ***********************************************************************
 MA0911  DESIGNATION -  H 349
 MA0911  PID         -  MA0911
 MA0911  STATE/COUNTY-  PA/WARREN
 MA0911  USGS QUAD   -  LOTTSVILLE (1977)
 MA0911
 MA0911                         *CURRENT SURVEY CONTROL
 MA0911  ___________________________________________________________________
 MA0911* NAD 83(1986)-  41 55 58.     (N)    079 29 21.     (W)     SCALED    
 MA0911* NAVD 88     -       450.539  (meters)    1478.14   (feet)  ADJUSTED  
 MA0911  ___________________________________________________________________
 MA0911  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 MA0911  DYNAMIC HT  -         450.359 (meters)    1477.55  (feet)  COMP
 MA0911  MODELED GRAV-     980,208.5   (mgal)                       NAVD 88
 MA0911
 MA0911  VERT ORDER  -  SECOND    CLASS 0
 MA0911
 MA0911.The horizontal coordinates were scaled from a topographic map and have
 MA0911.an estimated accuracy of +/- 6 seconds.
 MA0911
 MA0911.The orthometric height was determined by differential leveling
 MA0911.and adjusted by the National Geodetic Survey in June 1991..
 MA0911
 MA0911.The geoid height was determined by GEOID03.
 MA0911
 MA0911.The dynamic height is computed by dividing the NAVD 88
 MA0911.geopotential number by the normal gravity value computed on the
 MA0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0911.degrees latitude (g = 980.6199 gals.).
 MA0911
 MA0911.The modeled gravity was interpolated from observed gravity values.
 MA0911
 MA0911;                    North         East    Units  Estimated Accuracy
 MA0911;SPC PA N     -   197,590.      455,770.      MT  (+/- 180 meters Scaled)
 MA0911
 MA0911                          SUPERSEDED SURVEY CONTROL
 MA0911
 MA0911  NGVD 29 (??/??/92)  450.698  (m)         1478.66   (f) ADJ UNCH    2 0
 MA0911
 MA0911.Superseded values are not recommended for survey control.
 MA0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0911.See file dsdata.txt to determine how the superseded data were derived.
 MA0911
 MA0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG252434(NAD 83)
 MA0911_MARKER: DB = BENCH MARK DISK
 MA0911_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0911_SP_SET: CATCH BASIN
 MA0911_STAMPING: H 349 1967
 MA0911_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0911
 MA0911  HISTORY     - Date     Condition        Report By
 MA0911  HISTORY     - 1967     MONUMENTED       CGS
 MA0911  HISTORY     - 1968     GOOD             NGS
 MA0911
 MA0911                          STATION DESCRIPTION
 MA0911
 MA0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MA0911'5.5 MI SE FROM COLUMBUS.
 MA0911'5.5 MILES SOUTHEAST ALONG THE U.S. HIGHWAY 6 FROM ITS JUNCTION
 MA0911'WITH STATE HIGHWAY 957 IN COLUMBUS, SET IN THE TOP OF THE
 MA0911'APPROXIMATE CENTER OF THE BACKWALL OF A CATCH BASIN, 0.1 MILE
 MA0911'WEST OF A SIDE ROAD LEADING SOUTH, 22.5 FEET SOUTH OF THE
 MA0911'CENTERLINE OF HIGHWAY AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1456 ***********************************************************************
 LZ1456  DESIGNATION -  H 35
 LZ1456  PID         -  LZ1456
 LZ1456  STATE/COUNTY-  PA/POTTER
 LZ1456  USGS QUAD   -  BROOKLAND (1983)
 LZ1456
 LZ1456                         *CURRENT SURVEY CONTROL
 LZ1456  ___________________________________________________________________
 LZ1456* NAD 83(1986)-  41 50 56.     (N)    077 47 36.     (W)     SCALED    
 LZ1456* NAVD 88     -       602.033  (meters)    1975.17   (feet)  ADJUSTED  
 LZ1456  ___________________________________________________________________
 LZ1456  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 LZ1456  DYNAMIC HT  -         601.767 (meters)    1974.30  (feet)  COMP
 LZ1456  MODELED GRAV-     980,161.5   (mgal)                       NAVD 88
 LZ1456
 LZ1456  VERT ORDER  -  SECOND    CLASS 0
 LZ1456
 LZ1456.The horizontal coordinates were scaled from a topographic map and have
 LZ1456.an estimated accuracy of +/- 6 seconds.
 LZ1456
 LZ1456.The orthometric height was determined by differential leveling
 LZ1456.and adjusted by the National Geodetic Survey in June 1991..
 LZ1456
 LZ1456.The geoid height was determined by GEOID03.
 LZ1456
 LZ1456.The dynamic height is computed by dividing the NAVD 88
 LZ1456.geopotential number by the normal gravity value computed on the
 LZ1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1456.degrees latitude (g = 980.6199 gals.).
 LZ1456
 LZ1456.The modeled gravity was interpolated from observed gravity values.
 LZ1456
 LZ1456;                    North         East    Units  Estimated Accuracy
 LZ1456;SPC PA N     -   186,820.      596,400.      MT  (+/- 180 meters Scaled)
 LZ1456
 LZ1456                          SUPERSEDED SURVEY CONTROL
 LZ1456
 LZ1456  NGVD 29 (??/??/92)  602.146  (m)         1975.54   (f) ADJ UNCH    2 0
 LZ1456
 LZ1456.Superseded values are not recommended for survey control.
 LZ1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1456.See file dsdata.txt to determine how the superseded data were derived.
 LZ1456
 LZ1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM681367(NAD 83)
 LZ1456_MARKER: DB = BENCH MARK DISK
 LZ1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1456_STAMPING: H 35 1934
 LZ1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1456+STABILITY: SURFACE MOTION
 LZ1456
 LZ1456  HISTORY     - Date     Condition        Report By
 LZ1456  HISTORY     - 1934     MONUMENTED       CGS
 LZ1456
 LZ1456                          STATION DESCRIPTION
 LZ1456
 LZ1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1456'12.6 MI N FROM GALETON.
 LZ1456'12.6 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 LZ1456'GALETON, POTTER COUNTY, ABOUT 2,900 FEET NORTH OF MILEPOST 12,
 LZ1456'NEAR A SECONDARY ROAD CROSSING, AT THE LOWER END OF A HORSESHOE
 LZ1456'CURVE, 35 FEET EAST OF THE EAST RAIL, AND ABOUT 3 FEET HIGHER
 LZ1456'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED H 35 1934
 LZ1456'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0676 ***********************************************************************
 MA0676  DESIGNATION -  H 350
 MA0676  PID         -  MA0676
 MA0676  STATE/COUNTY-  PA/MCKEAN
 MA0676  USGS QUAD   -  LUDLOW (1981)
 MA0676
 MA0676                         *CURRENT SURVEY CONTROL
 MA0676  ___________________________________________________________________
 MA0676* NAD 83(1986)-  41 44 01.     (N)    078 56 55.     (W)     SCALED    
 MA0676* NAVD 88     -       465.628  (meters)    1527.65   (feet)  ADJUSTED  
 MA0676  ___________________________________________________________________
 MA0676  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 MA0676  DYNAMIC HT  -         465.435 (meters)    1527.01  (feet)  COMP
 MA0676  MODELED GRAV-     980,194.6   (mgal)                       NAVD 88
 MA0676
 MA0676  VERT ORDER  -  SECOND    CLASS 0
 MA0676
 MA0676.The horizontal coordinates were scaled from a topographic map and have
 MA0676.an estimated accuracy of +/- 6 seconds.
 MA0676
 MA0676.The orthometric height was determined by differential leveling
 MA0676.and adjusted by the National Geodetic Survey in June 1991..
 MA0676
 MA0676.The geoid height was determined by GEOID03.
 MA0676
 MA0676.The dynamic height is computed by dividing the NAVD 88
 MA0676.geopotential number by the normal gravity value computed on the
 MA0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0676.degrees latitude (g = 980.6199 gals.).
 MA0676
 MA0676.The modeled gravity was interpolated from observed gravity values.
 MA0676
 MA0676;                    North         East    Units  Estimated Accuracy
 MA0676;SPC PA N     -   174,710.      500,290.      MT  (+/- 180 meters Scaled)
 MA0676
 MA0676                          SUPERSEDED SURVEY CONTROL
 MA0676
 MA0676  NGVD 29 (??/??/92)  465.763  (m)         1528.09   (f) ADJ UNCH    2 0
 MA0676
 MA0676.Superseded values are not recommended for survey control.
 MA0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0676.See file dsdata.txt to determine how the superseded data were derived.
 MA0676
 MA0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG706222(NAD 83)
 MA0676_MARKER: DB = BENCH MARK DISK
 MA0676_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 MA0676_SP_SET: BRIDGE WINGWALL
 MA0676_STAMPING: H 350 1968
 MA0676_MARK LOGO: CGS   
 MA0676_MAGNETIC: N = NO MAGNETIC MATERIAL
 MA0676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MA0676+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2006
 MA0676
 MA0676  HISTORY     - Date     Condition        Report By
 MA0676  HISTORY     - 1968     MONUMENTED       CGS
 MA0676  HISTORY     - 19921026 GOOD             PADT
 MA0676  HISTORY     - 20010620 GOOD             USPSQD
 MA0676  HISTORY     - 20040710 GOOD             USPSQD
 MA0676  HISTORY     - 20060524 GOOD             USPSQD
 MA0676
 MA0676                          STATION DESCRIPTION
 MA0676
 MA0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MA0676'0.7 MI W FROM LUDLOW.
 MA0676'ABOUT 0.7 MILE WEST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE IN
 MA0676'LUDLOW, SET IN THE TOP OF THE SOUTHWEST WINGWALL OF A BRIDGE,
 MA0676'18.5 FEET SOUTH OF THE CENTERLINE OF HIGHWAY AND IS ABOUT LEVEL
 MA0676'WITH THE HIGHWAY.
 MA0676
 MA0676                          STATION RECOVERY (1992)
 MA0676
 MA0676'RECOVERY NOTE BY PA DEPT OF TRANSP 1992
 MA0676'RECOVERED IN GOOD CONDITION.
 MA0676
 MA0676                          STATION RECOVERY (2001)
 MA0676
 MA0676'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA0676'RECOVERED IN GOOD CONDITION.
 MA0676
 MA0676                          STATION RECOVERY (2004)
 MA0676
 MA0676'RECOVERY NOTE BY US POWER SQUADRON 2004 (PR)
 MA0676'RECOVERED IN GOOD CONDITION.
 MA0676
 MA0676                          STATION RECOVERY (2006)
 MA0676
 MA0676'RECOVERY NOTE BY US POWER SQUADRON 2006 (SG)
 MA0676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1446 ***********************************************************************
 LZ1446  DESIGNATION -  H 351
 LZ1446  PID         -  LZ1446
 LZ1446  STATE/COUNTY-  PA/POTTER
 LZ1446  USGS QUAD   -  WEST PIKE (1983)
 LZ1446
 LZ1446                         *CURRENT SURVEY CONTROL
 LZ1446  ___________________________________________________________________
 LZ1446* NAD 83(1986)-  41 46 13.     (N)    077 41 58.     (W)     SCALED    
 LZ1446* NAVD 88     -       437.355  (meters)    1434.89   (feet)  ADJUSTED  
 LZ1446  ___________________________________________________________________
 LZ1446  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 LZ1446  DYNAMIC HT  -         437.174 (meters)    1434.30  (feet)  COMP
 LZ1446  MODELED GRAV-     980,196.1   (mgal)                       NAVD 88
 LZ1446
 LZ1446  VERT ORDER  -  SECOND    CLASS 0
 LZ1446
 LZ1446.The horizontal coordinates were scaled from a topographic map and have
 LZ1446.an estimated accuracy of +/- 6 seconds.
 LZ1446
 LZ1446.The orthometric height was determined by differential leveling
 LZ1446.and adjusted by the National Geodetic Survey in June 1991..
 LZ1446
 LZ1446.The geoid height was determined by GEOID03.
 LZ1446
 LZ1446.The dynamic height is computed by dividing the NAVD 88
 LZ1446.geopotential number by the normal gravity value computed on the
 LZ1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1446.degrees latitude (g = 980.6199 gals.).
 LZ1446
 LZ1446.The modeled gravity was interpolated from observed gravity values.
 LZ1446
 LZ1446;                    North         East    Units  Estimated Accuracy
 LZ1446;SPC PA N     -   178,090.      604,200.      MT  (+/- 180 meters Scaled)
 LZ1446
 LZ1446                          SUPERSEDED SURVEY CONTROL
 LZ1446
 LZ1446  NGVD 29 (??/??/92)  437.492  (m)         1435.34   (f) ADJ UNCH    2 0
 LZ1446
 LZ1446.Superseded values are not recommended for survey control.
 LZ1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1446.See file dsdata.txt to determine how the superseded data were derived.
 LZ1446
 LZ1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM756277(NAD 83)
 LZ1446_MARKER: DB = BENCH MARK DISK
 LZ1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1446_STAMPING: H 351 1968
 LZ1446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1446+STABILITY: SURFACE MOTION
 LZ1446
 LZ1446  HISTORY     - Date     Condition        Report By
 LZ1446  HISTORY     - 1968     MONUMENTED       CGS
 LZ1446
 LZ1446                          STATION DESCRIPTION
 LZ1446
 LZ1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ1446'4 MI W FROM GALETON.
 LZ1446'4.0 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH
 LZ1446'STATE HIGHWAY 144 IN GALETON, SET IN THE TOP OF A CONCRETE
 LZ1446'POST PROJECTING 2-INCHES, 85 FEET SOUTHWEST OF THE CENTERLINE OF
 LZ1446'HIGHWAY, 76.5 FEET SOUTHEAST OF MILEPOST NO. 4, 29.5 FEET
 LZ1446'SOUTHWEST OF THE SOUTHWEST RAIL OF A RAILROAD, 38 FEET NORTHWEST
 LZ1446'OF THE APPROXIMATE CENTER OF A DRIVEWAY LEADING TO THE ST. MARYS
 LZ1446'CARBON CO., 2 FEET NORTH OF A POWER LINE POLE, AND IS ABOUT 3
 LZ1446'FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0077 ***********************************************************************
 MA0077  DESIGNATION -  H 352
 MA0077  PID         -  MA0077
 MA0077  STATE/COUNTY-  PA/POTTER
 MA0077  USGS QUAD   -  ROULETTE (1983)
 MA0077
 MA0077                         *CURRENT SURVEY CONTROL
 MA0077  ___________________________________________________________________
 MA0077* NAD 83(1986)-  41 46 26.     (N)    078 07 48.     (W)     SCALED    
 MA0077* NAVD 88     -       476.238  (meters)    1562.46   (feet)  ADJUSTED  
 MA0077  ___________________________________________________________________
 MA0077  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 MA0077  DYNAMIC HT  -         476.041 (meters)    1561.81  (feet)  COMP
 MA0077  MODELED GRAV-     980,195.4   (mgal)                       NAVD 88
 MA0077
 MA0077  VERT ORDER  -  SECOND    CLASS 0
 MA0077
 MA0077.The horizontal coordinates were scaled from a topographic map and have
 MA0077.an estimated accuracy of +/- 6 seconds.
 MA0077
 MA0077.The orthometric height was determined by differential leveling
 MA0077.and adjusted by the National Geodetic Survey in June 1991..
 MA0077
 MA0077.The geoid height was determined by GEOID03.
 MA0077
 MA0077.The dynamic height is computed by dividing the NAVD 88
 MA0077.geopotential number by the normal gravity value computed on the
 MA0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0077.degrees latitude (g = 980.6199 gals.).
 MA0077
 MA0077.The modeled gravity was interpolated from observed gravity values.
 MA0077
 MA0077;                    North         East    Units  Estimated Accuracy
 MA0077;SPC PA N     -   178,560.      568,410.      MT  (+/- 180 meters Scaled)
 MA0077
 MA0077                          SUPERSEDED SURVEY CONTROL
 MA0077
 MA0077  NGVD 29 (??/??/92)  476.377  (m)         1562.91   (f) ADJ UNCH    2 0
 MA0077
 MA0077.Superseded values are not recommended for survey control.
 MA0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0077.See file dsdata.txt to determine how the superseded data were derived.
 MA0077
 MA0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG385286(NAD 83)
 MA0077_MARKER: DD = SURVEY DISK
 MA0077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0077_SP_SET: BRIDGE
 MA0077_STAMPING: H 352 1968
 MA0077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0077+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2005
 MA0077
 MA0077  HISTORY     - Date     Condition        Report By
 MA0077  HISTORY     - 1968     MONUMENTED       PADH
 MA0077  HISTORY     - 1968     GOOD             NGS
 MA0077  HISTORY     - 20030707 GOOD             USPSQD
 MA0077  HISTORY     - 20051121 GOOD             USPSQD
 MA0077
 MA0077                          STATION DESCRIPTION
 MA0077
 MA0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MA0077'1.4 MI E FROM ROULETTE.
 MA0077'1.4 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE IN
 MA0077'ROULETTE, SET IN THE TOP OF THE SOUTHWEST WINGWALL OF A BRIDGE,
 MA0077'18 FEET SOUTH OF THE CENTERLINE OF HIGHWAY AND IS ABOUT LEVEL
 MA0077'WITH THE HIGHWAY.
 MA0077
 MA0077                          STATION RECOVERY (2003)
 MA0077
 MA0077'RECOVERY NOTE BY US POWER SQUADRON 2003 (SG)
 MA0077'RECOVERED IN GOOD CONDITION.
 MA0077
 MA0077                          STATION RECOVERY (2005)
 MA0077
 MA0077'RECOVERY NOTE BY US POWER SQUADRON 2005 (SG)
 MA0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0866 ***********************************************************************
 LZ0866  DESIGNATION -  H 353
 LZ0866  PID         -  LZ0866
 LZ0866  STATE/COUNTY-  PA/TIOGA
 LZ0866  USGS QUAD   -  CHERRY FLATS (1983)
 LZ0866
 LZ0866                         *CURRENT SURVEY CONTROL
 LZ0866  ___________________________________________________________________
 LZ0866* NAD 83(1986)-  41 44 54.     (N)    077 14 42.     (W)     SCALED    
 LZ0866* NAVD 88     -       507.567  (meters)    1665.24   (feet)  ADJUSTED  
 LZ0866  ___________________________________________________________________
 LZ0866  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 LZ0866  DYNAMIC HT  -         507.349 (meters)    1664.53  (feet)  COMP
 LZ0866  MODELED GRAV-     980,177.9   (mgal)                       NAVD 88
 LZ0866
 LZ0866  VERT ORDER  -  SECOND    CLASS 0
 LZ0866
 LZ0866.The horizontal coordinates were scaled from a topographic map and have
 LZ0866.an estimated accuracy of +/- 6 seconds.
 LZ0866
 LZ0866.The orthometric height was determined by differential leveling
 LZ0866.and adjusted by the National Geodetic Survey in June 1991..
 LZ0866
 LZ0866.The geoid height was determined by GEOID03.
 LZ0866
 LZ0866.The dynamic height is computed by dividing the NAVD 88
 LZ0866.geopotential number by the normal gravity value computed on the
 LZ0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0866.degrees latitude (g = 980.6199 gals.).
 LZ0866
 LZ0866.The modeled gravity was interpolated from observed gravity values.
 LZ0866
 LZ0866;                    North         East    Units  Estimated Accuracy
 LZ0866;SPC PA N     -   175,780.      642,000.      MT  (+/- 180 meters Scaled)
 LZ0866
 LZ0866                          SUPERSEDED SURVEY CONTROL
 LZ0866
 LZ0866  NGVD 29 (??/??/92)  507.694  (m)         1665.66   (f) ADJ UNCH    2 0
 LZ0866
 LZ0866.Superseded values are not recommended for survey control.
 LZ0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0866.See file dsdata.txt to determine how the superseded data were derived.
 LZ0866
 LZ0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM133242(NAD 83)
 LZ0866_MARKER: DB = BENCH MARK DISK
 LZ0866_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0866_SP_SET: CATCH BASIN WALL
 LZ0866_STAMPING: H 353 1968
 LZ0866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0866
 LZ0866  HISTORY     - Date     Condition        Report By
 LZ0866  HISTORY     - 1968     MONUMENTED       CGS
 LZ0866
 LZ0866                          STATION DESCRIPTION
 LZ0866
 LZ0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ0866'3 MI E FROM WELLSBORO.
 LZ0866'ABOUT 3.0 MILES EAST ALONG U.S. HIGHWAY 6 AND STATE HIGHWAY
 LZ0866'660 FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE HIGHWAYS 660
 LZ0866'AND 287 IN WELLSBORO, SET IN THE TOP OF THE APPROXIMATE CENTER
 LZ0866'OF BACKWALL OF A CATCH BASIN AT THE TOP OF A HILL, 45 FEET
 LZ0866'WEST OF THE APPROXIMATE CENTER OF A SIDE ROAD, 26 FEET SOUTH
 LZ0866'OF THE CENTERLINE OF HIGHWAY AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0552 ***********************************************************************
 LZ0552  DESIGNATION -  H 354
 LZ0552  PID         -  LZ0552
 LZ0552  STATE/COUNTY-  PA/BRADFORD
 LZ0552  USGS QUAD   -  TROY (1983)
 LZ0552
 LZ0552                         *CURRENT SURVEY CONTROL
 LZ0552  ___________________________________________________________________
 LZ0552* NAD 83(1986)-  41 48 18.     (N)    076 51 28.     (W)     SCALED    
 LZ0552* NAVD 88     -       390.681  (meters)    1281.76   (feet)  ADJUSTED  
 LZ0552  ___________________________________________________________________
 LZ0552  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 LZ0552  DYNAMIC HT  -         390.519 (meters)    1281.23  (feet)  COMP
 LZ0552  MODELED GRAV-     980,195.6   (mgal)                       NAVD 88
 LZ0552
 LZ0552  VERT ORDER  -  SECOND    CLASS 0
 LZ0552
 LZ0552.The horizontal coordinates were scaled from a topographic map and have
 LZ0552.an estimated accuracy of +/- 6 seconds.
 LZ0552
 LZ0552.The orthometric height was determined by differential leveling
 LZ0552.and adjusted by the National Geodetic Survey in June 1991..
 LZ0552
 LZ0552.The geoid height was determined by GEOID03.
 LZ0552
 LZ0552.The dynamic height is computed by dividing the NAVD 88
 LZ0552.geopotential number by the normal gravity value computed on the
 LZ0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0552.degrees latitude (g = 980.6199 gals.).
 LZ0552
 LZ0552.The modeled gravity was interpolated from observed gravity values.
 LZ0552
 LZ0552;                    North         East    Units  Estimated Accuracy
 LZ0552;SPC PA N     -   182,330.      674,140.      MT  (+/- 180 meters Scaled)
 LZ0552
 LZ0552                          SUPERSEDED SURVEY CONTROL
 LZ0552
 LZ0552  NGVD 29 (??/??/92)  390.822  (m)         1282.22   (f) ADJ UNCH    2 0
 LZ0552
 LZ0552.Superseded values are not recommended for survey control.
 LZ0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0552.See file dsdata.txt to determine how the superseded data were derived.
 LZ0552
 LZ0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM456297(NAD 83)
 LZ0552_MARKER: DD = SURVEY DISK
 LZ0552_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0552_SP_SET: BRIDGE
 LZ0552_STAMPING: H 354 1968
 LZ0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0552
 LZ0552  HISTORY     - Date     Condition        Report By
 LZ0552  HISTORY     - 1968     MONUMENTED       PADH
 LZ0552  HISTORY     - 1968     GOOD             NGS
 LZ0552  HISTORY     - 1983     GOOD             USPSQD
 LZ0552
 LZ0552                          STATION DESCRIPTION
 LZ0552
 LZ0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0552'4.2 MI W FROM TROY.
 LZ0552'4.15 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE IN
 LZ0552'TROY, SET IN THE TOP OF THE SOUTHWEST WINGWALL OF A BRIDGE IN THE
 LZ0552'SMALL VILLAGE OF SYLVANIA, 65 FEET SOUTH OF A POWER LINE POLE NO.
 LZ0552'55-27, 25 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF HIGHWAY, AND
 LZ0552'IS ABOUT LEVEL WITH THE HIGHWAY.
 LZ0552
 LZ0552                          STATION RECOVERY (1983)
 LZ0552
 LZ0552'RECOVERY NOTE BY US POWER SQUADRON 1983
 LZ0552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1286 ***********************************************************************
 LZ1286  DESIGNATION -  H 355
 LZ1286  PID         -  LZ1286
 LZ1286  STATE/COUNTY-  PA/CLINTON
 LZ1286  USGS QUAD   -  FARRANDSVILLE (1973)
 LZ1286
 LZ1286                         *CURRENT SURVEY CONTROL
 LZ1286  ___________________________________________________________________
 LZ1286* NAD 83(1986)-  41 11 44.     (N)    077 33 35.     (W)     SCALED    
 LZ1286* NAVD 88     -       213.417  (meters)     700.19   (feet)  ADJUSTED  
 LZ1286  ___________________________________________________________________
 LZ1286  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 LZ1286  DYNAMIC HT  -         213.315 (meters)     699.85  (feet)  COMP
 LZ1286  MODELED GRAV-     980,140.9   (mgal)                       NAVD 88
 LZ1286
 LZ1286  VERT ORDER  -  SECOND    CLASS 0
 LZ1286
 LZ1286.The horizontal coordinates were scaled from a topographic map and have
 LZ1286.an estimated accuracy of +/- 6 seconds.
 LZ1286
 LZ1286.The orthometric height was determined by differential leveling
 LZ1286.and adjusted by the National Geodetic Survey in June 1991..
 LZ1286
 LZ1286.The geoid height was determined by GEOID03.
 LZ1286
 LZ1286.The dynamic height is computed by dividing the NAVD 88
 LZ1286.geopotential number by the normal gravity value computed on the
 LZ1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1286.degrees latitude (g = 980.6199 gals.).
 LZ1286
 LZ1286.The modeled gravity was interpolated from observed gravity values.
 LZ1286
 LZ1286;                    North         East    Units  Estimated Accuracy
 LZ1286;SPC PA N     -   114,280.      615,960.      MT  (+/- 180 meters Scaled)
 LZ1286
 LZ1286                          SUPERSEDED SURVEY CONTROL
 LZ1286
 LZ1286  NGVD 29 (??/??/92)  213.608  (m)          700.81   (f) ADJ UNCH    2 0
 LZ1286
 LZ1286.Superseded values are not recommended for survey control.
 LZ1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1286.See file dsdata.txt to determine how the superseded data were derived.
 LZ1286
 LZ1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL853636(NAD 83)
 LZ1286_MARKER: DB = BENCH MARK DISK
 LZ1286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1286_SP_SET: RETAINING WALL
 LZ1286_STAMPING: H 355 1968
 LZ1286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1286
 LZ1286  HISTORY     - Date     Condition        Report By
 LZ1286  HISTORY     - 1968     MONUMENTED       CGS
 LZ1286  HISTORY     - 1965     GOOD             NGS
 LZ1286
 LZ1286                          STATION DESCRIPTION
 LZ1286
 LZ1286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LZ1286'8.6 MI NW FROM LOCK HAVEN.
 LZ1286'ABOUT 8.65 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE
 LZ1286'POST OFFICE IN LOCK HAVEN, SET IN THE TOP OF A LARGE CONCRETE
 LZ1286'RETAINING WALL, 52.5 FEET NORTH OF THE SOUTH END OF RETAINING
 LZ1286'WALL, 20 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND IS
 LZ1286'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0013 ***********************************************************************
 LZ0013  DESIGNATION -  H 356 RESET
 LZ0013  PID         -  LZ0013
 LZ0013  STATE/COUNTY-  PA/BRADFORD
 LZ0013  USGS QUAD   -  WYALUSING (1969)
 LZ0013
 LZ0013                         *CURRENT SURVEY CONTROL
 LZ0013  ___________________________________________________________________
 LZ0013* NAD 83(1986)-  41 40 54.     (N)    076 16 18.     (W)     SCALED    
 LZ0013* NAVD 88     -       279.58   (+/-2cm)     917.3    (feet)  VERTCON   
 LZ0013  ___________________________________________________________________
 LZ0013  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 LZ0013
 LZ0013  VERT ORDER  -  THIRD (See Below)
 LZ0013
 LZ0013.The horizontal coordinates were scaled from a topographic map and have
 LZ0013.an estimated accuracy of +/- 6 seconds.
 LZ0013
 LZ0013.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ0013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ0013.The vertical order pertains to the NGVD 29 superseded value.
 LZ0013
 LZ0013.The geoid height was determined by GEOID03.
 LZ0013
 LZ0013;                    North         East    Units  Estimated Accuracy
 LZ0013;SPC PA N     -   169,300.      723,080.      MT  (+/- 180 meters Scaled)
 LZ0013
 LZ0013                          SUPERSEDED SURVEY CONTROL
 LZ0013
 LZ0013  NGVD 29 (??/??/??)  279.79   (m)          917.9    (f) RESET       3  
 LZ0013
 LZ0013.Superseded values are not recommended for survey control.
 LZ0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0013.See file dsdata.txt to determine how the superseded data were derived.
 LZ0013
 LZ0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM941152(NAD 83)
 LZ0013_MARKER: DB = BENCH MARK DISK
 LZ0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0013_STAMPING: H 356 RESET 1969
 LZ0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0013+STABILITY: SURFACE MOTION
 LZ0013
 LZ0013  HISTORY     - Date     Condition        Report By
 LZ0013  HISTORY     - 1969     MONUMENTED       CGS
 LZ0013
 LZ0013                          STATION DESCRIPTION
 LZ0013
 LZ0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LZ0013'1.2 MI NW FROM WYALUSING.
 LZ0013'ABOUT 1.2 MILES NORTHWEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION
 LZ0013'WITH U.S. HIGHWAY 106 IN WYALUSING, 113 FEET EAST OF THE
 LZ0013'CENTERLINE OF HIGHWAY, 21 FEET SOUTHWEST OF A 16-INCH TRIANGULAR
 LZ0013'BLAZED OAK TREE, 12 FEET SOUTH OF THE SOUTH EDGE OF WOODS, 2.5
 LZ0013'FEET WEST OF A METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE
 LZ0013'POST PROJECTING 5-INCHES AND IS ABOUT 10 FEET BELOW THE LEVEL OF
 LZ0013'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0003 ***********************************************************************
 LZ0003  DESIGNATION -  H 357
 LZ0003  PID         -  LZ0003
 LZ0003  STATE/COUNTY-  PA/BRADFORD
 LZ0003  USGS QUAD   -  TOWANDA (1967)
 LZ0003
 LZ0003                         *CURRENT SURVEY CONTROL
 LZ0003  ___________________________________________________________________
 LZ0003* NAD 83(1986)-  41 46 03.     (N)    076 24 52.     (W)     SCALED    
 LZ0003* NAVD 88     -       220.949  (meters)     724.90   (feet)  ADJUSTED  
 LZ0003  ___________________________________________________________________
 LZ0003  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 LZ0003  DYNAMIC HT  -         220.859 (meters)     724.60  (feet)  COMP
 LZ0003  MODELED GRAV-     980,211.2   (mgal)                       NAVD 88
 LZ0003
 LZ0003  VERT ORDER  -  SECOND    CLASS 0
 LZ0003
 LZ0003.The horizontal coordinates were scaled from a topographic map and have
 LZ0003.an estimated accuracy of +/- 6 seconds.
 LZ0003
 LZ0003.The orthometric height was determined by differential leveling
 LZ0003.and adjusted by the National Geodetic Survey in June 1991..
 LZ0003
 LZ0003.The geoid height was determined by GEOID03.
 LZ0003
 LZ0003.The dynamic height is computed by dividing the NAVD 88
 LZ0003.geopotential number by the normal gravity value computed on the
 LZ0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0003.degrees latitude (g = 980.6199 gals.).
 LZ0003
 LZ0003.The modeled gravity was interpolated from observed gravity values.
 LZ0003
 LZ0003;                    North         East    Units  Estimated Accuracy
 LZ0003;SPC PA N     -   178,640.      711,050.      MT  (+/- 180 meters Scaled)
 LZ0003
 LZ0003                          SUPERSEDED SURVEY CONTROL
 LZ0003
 LZ0003  NGVD 29 (??/??/92)  221.158  (m)          725.58   (f) ADJ UNCH    2 0
 LZ0003
 LZ0003.Superseded values are not recommended for survey control.
 LZ0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0003.See file dsdata.txt to determine how the superseded data were derived.
 LZ0003
 LZ0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM824249(NAD 83)
 LZ0003_MARKER: DD = SURVEY DISK
 LZ0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0003_SP_SET: BRIDGE
 LZ0003_STAMPING: H 357 1968
 LZ0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0003
 LZ0003  HISTORY     - Date     Condition        Report By
 LZ0003  HISTORY     - 1968     MONUMENTED       PADH
 LZ0003  HISTORY     - 1968     GOOD             NGS
 LZ0003  HISTORY     - 1975     GOOD             PADT
 LZ0003  HISTORY     - 19920724 GOOD             USPSQD
 LZ0003
 LZ0003                          STATION DESCRIPTION
 LZ0003
 LZ0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0003'1.3 MI W FROM WYSOX.
 LZ0003'1.0 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE IN
 LZ0003'WYSOX TO MASONITE ROAD, THENCE SOUTH ALONG MASONITE ROAD FOR
 LZ0003'0.3 MILE, SET IN THE TOP OF THE SOUTHEAST WINGWALL OF A BRIDGE,
 LZ0003'105 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD, 18 FEET EAST
 LZ0003'OF THE CENTERLINE OF THE ROAD AND IS ABOUT LEVEL WITH THE ROAD.
 LZ0003
 LZ0003                          STATION RECOVERY (1975)
 LZ0003
 LZ0003'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 LZ0003'RECOVERED IN GOOD CONDITION.
 LZ0003
 LZ0003                          STATION RECOVERY (1992)
 LZ0003
 LZ0003'RECOVERY NOTE BY US POWER SQUADRON 1992 (DEZ)
 LZ0003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2438 ***********************************************************************
 KW2438  DESIGNATION -  H 358 PADH
 KW2438  PID         -  KW2438
 KW2438  STATE/COUNTY-  PA/CENTRE
 KW2438  USGS QUAD   -  MINGOVILLE (1983)
 KW2438
 KW2438                         *CURRENT SURVEY CONTROL
 KW2438  ___________________________________________________________________
 KW2438* NAD 83(1986)-  40 58 32.     (N)    077 44 42.     (W)     SCALED    
 KW2438* NAVD 88     -       202.372  (meters)     663.95   (feet)  ADJUSTED  
 KW2438  ___________________________________________________________________
 KW2438  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KW2438  DYNAMIC HT  -         202.276 (meters)     663.63  (feet)  COMP
 KW2438  MODELED GRAV-     980,143.3   (mgal)                       NAVD 88
 KW2438
 KW2438  VERT ORDER  -  SECOND    CLASS 0
 KW2438
 KW2438.The horizontal coordinates were scaled from a topographic map and have
 KW2438.an estimated accuracy of +/- 6 seconds.
 KW2438
 KW2438.The orthometric height was determined by differential leveling
 KW2438.and adjusted by the National Geodetic Survey in June 1991..
 KW2438
 KW2438.The geoid height was determined by GEOID03.
 KW2438
 KW2438.The dynamic height is computed by dividing the NAVD 88
 KW2438.geopotential number by the normal gravity value computed on the
 KW2438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2438.degrees latitude (g = 980.6199 gals.).
 KW2438
 KW2438.The modeled gravity was interpolated from observed gravity values.
 KW2438
 KW2438;                    North         East    Units  Estimated Accuracy
 KW2438;SPC PA N     -    89,830.      600,420.      MT  (+/- 180 meters Scaled)
 KW2438
 KW2438                          SUPERSEDED SURVEY CONTROL
 KW2438
 KW2438  NGVD 29 (??/??/??)  202.578  (m)          664.62   (f) ADJUSTED    2 0
 KW2438
 KW2438.Superseded values are not recommended for survey control.
 KW2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2438.See file dsdata.txt to determine how the superseded data were derived.
 KW2438
 KW2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL690396(NAD 83)
 KW2438_MARKER: DD = SURVEY DISK
 KW2438_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2438_SP_SET: BRIDGE
 KW2438_STAMPING: H 358 1969
 KW2438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2438
 KW2438  HISTORY     - Date     Condition        Report By
 KW2438  HISTORY     - 1969     MONUMENTED       PADH
 KW2438  HISTORY     - 1969     GOOD             CGS
 KW2438  HISTORY     - 1972     GOOD             PADT
 KW2438  HISTORY     - 20000210 POOR             PADT
 KW2438
 KW2438                          STATION DESCRIPTION
 KW2438
 KW2438'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 KW2438'3.1 MI NE FROM MILESBURG.
 KW2438'ABOUT 1.8 MILES NORTHEAST ALONG U.S. HIGHWAY 220 FROM ITS
 KW2438'JUNCTION WITH INTERSTATE HIGHWAY 80, WHICH IS 1.3 MILES
 KW2438'NORTHEAST OF MILESBURG, 310 FEET SOUTHWEST OF A ROAD LEADING
 KW2438'TO THE SMALL VILLAGE OF CURTIN, 23.5 FEET SOUTHEAST OF THE
 KW2438'CENTERLINE OF HIGHWAY, SET IN THE TOP OF THE SOUTHWEST
 KW2438'WINGWALL OF A BRIDGE AND IS ABOUT LEVEL WITH THE HIGHWAY.
 KW2438
 KW2438                          STATION RECOVERY (1972)
 KW2438
 KW2438'RECOVERY NOTE BY PA DEPT OF TRANSP 1972
 KW2438'RECOVERED IN GOOD CONDITION.
 KW2438
 KW2438                          STATION RECOVERY (2000)
 KW2438
 KW2438'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (GAC)
 KW2438'FOUND TO BE DISTURBED ELEVATION PROBABLY UNUSEABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0045 ***********************************************************************
 LZ0045  DESIGNATION -  H 359
 LZ0045  PID         -  LZ0045
 LZ0045  STATE/COUNTY-  PA/BRADFORD
 LZ0045  USGS QUAD   -  MONROETON (1982)
 LZ0045
 LZ0045                         *CURRENT SURVEY CONTROL
 LZ0045  ___________________________________________________________________
 LZ0045* NAD 83(1986)-  41 40 45.     (N)    076 27 35.     (W)     SCALED    
 LZ0045* NAVD 88     -       267.583  (meters)     877.90   (feet)  ADJUSTED  
 LZ0045  ___________________________________________________________________
 LZ0045  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 LZ0045  DYNAMIC HT  -         267.473 (meters)     877.53  (feet)  COMP
 LZ0045  MODELED GRAV-     980,203.5   (mgal)                       NAVD 88
 LZ0045
 LZ0045  VERT ORDER  -  SECOND    CLASS 0
 LZ0045
 LZ0045.The horizontal coordinates were scaled from a topographic map and have
 LZ0045.an estimated accuracy of +/- 6 seconds.
 LZ0045
 LZ0045.The orthometric height was determined by differential leveling
 LZ0045.and adjusted by the National Geodetic Survey in June 1991..
 LZ0045
 LZ0045.The geoid height was determined by GEOID03.
 LZ0045
 LZ0045.The dynamic height is computed by dividing the NAVD 88
 LZ0045.geopotential number by the normal gravity value computed on the
 LZ0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0045.degrees latitude (g = 980.6199 gals.).
 LZ0045
 LZ0045.The modeled gravity was interpolated from observed gravity values.
 LZ0045
 LZ0045;                    North         East    Units  Estimated Accuracy
 LZ0045;SPC PA N     -   168,770.      707,430.      MT  (+/- 180 meters Scaled)
 LZ0045
 LZ0045                          SUPERSEDED SURVEY CONTROL
 LZ0045
 LZ0045  NGVD 29 (??/??/92)  267.771  (m)          878.51   (f) ADJ UNCH    2 0
 LZ0045
 LZ0045.Superseded values are not recommended for survey control.
 LZ0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0045.See file dsdata.txt to determine how the superseded data were derived.
 LZ0045
 LZ0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM785151(NAD 83)
 LZ0045_MARKER: DB = BENCH MARK DISK
 LZ0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0045_STAMPING: H 359 1969
 LZ0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0045+STABILITY: SURFACE MOTION
 LZ0045
 LZ0045  HISTORY     - Date     Condition        Report By
 LZ0045  HISTORY     - 1969     MONUMENTED       CGS
 LZ0045
 LZ0045                          STATION DESCRIPTION
 LZ0045
 LZ0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LZ0045'3.1 MI SW FROM MONROETON.
 LZ0045'3.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 220 FROM ITS JUNCTION
 LZ0045'WITH STATE HIGHWAY 414 IN MONROETON, 0.1 MILE SOUTHWEST OF
 LZ0045'THE JUNCTION OF A ROAD, 180 FEET NORTH-NORTHWEST OF THE MAPLE
 LZ0045'LEAF INN, 152 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 180
 LZ0045'FEET EAST OF THE EAST RAIL OF THE TRACK, 42 FEET WEST OF THE
 LZ0045'APPROXIMATE CENTER OF A GRAVELED ROAD, 11 FEET SOUTH OF THE
 LZ0045'APPROXIMATE CENTER OF A DRIVEWAY, 3 FEET EAST OF A POWER LINE
 LZ0045'POLE, 3.5 FEET NORTHEAST OF A METAL WITNESS SIGN, SET IN THE TOP
 LZ0045'OF A CONCRETE POST PROJECTING 5-INCHES AND IS ABOUT 10 FEET BELOW
 LZ0045'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1513 ***********************************************************************
 KW1513  DESIGNATION -  H 36
 KW1513  PID         -  KW1513
 KW1513  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW1513  USGS QUAD   -  TREVORTON (1977)
 KW1513
 KW1513                         *CURRENT SURVEY CONTROL
 KW1513  ___________________________________________________________________
 KW1513* NAD 83(1986)-  40 51 59.     (N)    076 44 35.     (W)     SCALED    
 KW1513* NAVD 88     -       144.564  (meters)     474.29   (feet)  ADJUSTED  
 KW1513  ___________________________________________________________________
 KW1513  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 KW1513  DYNAMIC HT  -         144.501 (meters)     474.08  (feet)  COMP
 KW1513  MODELED GRAV-     980,182.8   (mgal)                       NAVD 88
 KW1513
 KW1513  VERT ORDER  -  SECOND    CLASS 0
 KW1513
 KW1513.The horizontal coordinates were scaled from a topographic map and have
 KW1513.an estimated accuracy of +/- 6 seconds.
 KW1513
 KW1513.The orthometric height was determined by differential leveling
 KW1513.and adjusted by the National Geodetic Survey in June 1991..
 KW1513
 KW1513.The geoid height was determined by GEOID03.
 KW1513
 KW1513.The dynamic height is computed by dividing the NAVD 88
 KW1513.geopotential number by the normal gravity value computed on the
 KW1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1513.degrees latitude (g = 980.6199 gals.).
 KW1513
 KW1513.The modeled gravity was interpolated from observed gravity values.
 KW1513
 KW1513;                    North         East    Units  Estimated Accuracy
 KW1513;SPC PA N     -    78,200.      684,890.      MT  (+/- 180 meters Scaled)
 KW1513
 KW1513                          SUPERSEDED SURVEY CONTROL
 KW1513
 KW1513  NGVD 29 (??/??/??)  144.801  (m)          475.07   (f) ADJUSTED    2 0
 KW1513
 KW1513.Superseded values are not recommended for survey control.
 KW1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1513.See file dsdata.txt to determine how the superseded data were derived.
 KW1513
 KW1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL531253(NAD 83)
 KW1513_MARKER: DB = BENCH MARK DISK
 KW1513_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1513_SP_SET: CULVERT
 KW1513_STAMPING: H 36 1934
 KW1513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1513
 KW1513  HISTORY     - Date     Condition        Report By
 KW1513  HISTORY     - 1934     MONUMENTED       CGS
 KW1513  HISTORY     - 1934     GOOD             CGS
 KW1513  HISTORY     - 1968     GOOD             USGS
 KW1513
 KW1513                          STATION DESCRIPTION
 KW1513
 KW1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1513'2.7 MI E FROM SUNBURY.
 KW1513'ABOUT 2.7 MILES EAST ALONG THE READING CO. RAILWAY FROM SUNBURY,
 KW1513'NORTHUMBERLAND COUNTY, AT CONCRETE BOX CULVERT 153/41, IN THE
 KW1513'SOUTHWEST CORNER, 12 FEET WEST OF THE CENTER LINE OF THE
 KW1513'TRACK, AND ABOUT 3 FEET LOWER THAN THE TOP OF THE RAIL.  A
 KW1513'STANDARD DISK, STAMPED H 36 1934.
 KW1513
 KW1513                          STATION RECOVERY (1968)
 KW1513
 KW1513'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KW1513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0336 ***********************************************************************
 LZ0336  DESIGNATION -  H 360
 LZ0336  PID         -  LZ0336
 LZ0336  STATE/COUNTY-  PA/LYCOMING
 LZ0336  USGS QUAD   -  PICTURE ROCKS (1983)
 LZ0336
 LZ0336                         *CURRENT SURVEY CONTROL
 LZ0336  ___________________________________________________________________
 LZ0336* NAD 83(1986)-  41 17 13.     (N)    076 41 59.     (W)     SCALED    
 LZ0336* NAVD 88     -       207.818  (meters)     681.82   (feet)  ADJUSTED  
 LZ0336  ___________________________________________________________________
 LZ0336  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 LZ0336  DYNAMIC HT  -         207.729 (meters)     681.52  (feet)  COMP
 LZ0336  MODELED GRAV-     980,193.5   (mgal)                       NAVD 88
 LZ0336
 LZ0336  VERT ORDER  -  SECOND    CLASS 0
 LZ0336
 LZ0336.The horizontal coordinates were scaled from a topographic map and have
 LZ0336.an estimated accuracy of +/- 6 seconds.
 LZ0336
 LZ0336.The orthometric height was determined by differential leveling
 LZ0336.and adjusted by the National Geodetic Survey in June 1991..
 LZ0336
 LZ0336.The geoid height was determined by GEOID03.
 LZ0336
 LZ0336.The dynamic height is computed by dividing the NAVD 88
 LZ0336.geopotential number by the normal gravity value computed on the
 LZ0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0336.degrees latitude (g = 980.6199 gals.).
 LZ0336
 LZ0336.The modeled gravity was interpolated from observed gravity values.
 LZ0336
 LZ0336;                    North         East    Units  Estimated Accuracy
 LZ0336;SPC PA N     -   124,940.      687,980.      MT  (+/- 180 meters Scaled)
 LZ0336
 LZ0336                          SUPERSEDED SURVEY CONTROL
 LZ0336
 LZ0336  NGVD 29 (??/??/92)  208.015  (m)          682.46   (f) ADJ UNCH    2 0
 LZ0336
 LZ0336.Superseded values are not recommended for survey control.
 LZ0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0336.See file dsdata.txt to determine how the superseded data were derived.
 LZ0336
 LZ0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL576720(NAD 83)
 LZ0336_MARKER: DB = BENCH MARK DISK
 LZ0336_SETTING: 80 = SET IN A BOULDER
 LZ0336_SP_SET: BOULDER
 LZ0336_STAMPING: H 360 1969
 LZ0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0336+STABILITY: SURFACE MOTION
 LZ0336
 LZ0336  HISTORY     - Date     Condition        Report By
 LZ0336  HISTORY     - 1969     MONUMENTED       CGS
 LZ0336
 LZ0336                          STATION DESCRIPTION
 LZ0336
 LZ0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LZ0336'1.2 MI NE FROM PICTURE ROCKS.
 LZ0336'ABOUT 1.15 MILES NORTHEAST ALONG U.S. HIGHWAY 220 FROM THE POST
 LZ0336'OFFICE IN PICTURE ROCKS, 106 FEET EAST OF POWER LINE POLE NO.
 LZ0336'B 55, 49.5 FEET NORTHWEST OF POWER LINE POLE NO. 56, 30
 LZ0336'FEET NORTH CENTERLINE HIGHWAY, SET IN THE TOP OF A 9 X 5 FOOT
 LZ0336'BOULDER PROJECTING 2 FEET AND IS ABOUT 4 FEET ABOVE THE LEVEL
 LZ0336'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2804 ***********************************************************************
 KV2804  DESIGNATION -  H 361 PADH
 KV2804  PID         -  KV2804
 KV2804  STATE/COUNTY-  PA/CARBON
 KV2804  USGS QUAD   -  LEHIGHTON (1997)
 KV2804
 KV2804                         *CURRENT SURVEY CONTROL
 KV2804  ___________________________________________________________________
 KV2804* NAD 83(1986)-  40 49 44.     (N)    075 41 56.     (W)     SCALED    
 KV2804* NAVD 88     -       152.341  (meters)     499.81   (feet)  ADJUSTED  
 KV2804  ___________________________________________________________________
 KV2804  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 KV2804  DYNAMIC HT  -         152.268 (meters)     499.57  (feet)  COMP
 KV2804  MODELED GRAV-     980,146.2   (mgal)                       NAVD 88
 KV2804
 KV2804  VERT ORDER  -  SECOND    CLASS 0
 KV2804
 KV2804.The horizontal coordinates were scaled from a topographic map and have
 KV2804.an estimated accuracy of +/- 6 seconds.
 KV2804
 KV2804.The orthometric height was determined by differential leveling
 KV2804.and adjusted by the National Geodetic Survey in June 1991..
 KV2804
 KV2804.The geoid height was determined by GEOID03.
 KV2804
 KV2804.The dynamic height is computed by dividing the NAVD 88
 KV2804.geopotential number by the normal gravity value computed on the
 KV2804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2804.degrees latitude (g = 980.6199 gals.).
 KV2804
 KV2804.The modeled gravity was interpolated from observed gravity values.
 KV2804
 KV2804;                    North         East    Units  Estimated Accuracy
 KV2804;SPC PA N     -    75,590.      773,000.      MT  (+/- 180 meters Scaled)
 KV2804
 KV2804                          SUPERSEDED SURVEY CONTROL
 KV2804
 KV2804  NGVD 29 (??/??/??)  152.546  (m)          500.48   (f) ADJUSTED    2 0
 KV2804
 KV2804.Superseded values are not recommended for survey control.
 KV2804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2804.See file dsdata.txt to determine how the superseded data were derived.
 KV2804
 KV2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL410199(NAD 83)
 KV2804_MARKER: DD = SURVEY DISK
 KV2804_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2804_SP_SET: WINGWALL OF BRIDGE
 KV2804_STAMPING: H 361 1969
 KV2804_MARK LOGO: CGS   
 KV2804_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV2804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2804
 KV2804  HISTORY     - Date     Condition        Report By
 KV2804  HISTORY     - 1969     MONUMENTED       PADH
 KV2804  HISTORY     - 1969     GOOD             CGS
 KV2804  HISTORY     - 19980801 GOOD             NGS
 KV2804
 KV2804                          STATION DESCRIPTION
 KV2804
 KV2804'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 KV2804'AT WEISSPORT.
 KV2804'AT WEISSPORT, SET IN THE TOP OF THE NORTHEAST WINGWALL OF A
 KV2804'BRIDGE OVER THE LEHIGH RAILROAD, LEHIGH RIVER, AND CENTRAL OF
 KV2804'NEW JERSEY RAILROAD, 24.6 FEET NORTH OF THE CENTERLINE OF U.S.
 KV2804'HIGHWAY 209, 71 FEET NORTHWEST OF THE JUNCTION OF STATE HIGHWAY
 KV2804'248, AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 KV2804
 KV2804                          STATION RECOVERY (1998)
 KV2804
 KV2804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (SQ)
 KV2804'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0127 ***********************************************************************
 ND0127  DESIGNATION -  H 362
 ND0127  PID         -  ND0127
 ND0127  STATE/COUNTY-  PA/ERIE
 ND0127  USGS QUAD   -  ERIE SOUTH (1996)
 ND0127
 ND0127                         *CURRENT SURVEY CONTROL
 ND0127  ___________________________________________________________________
 ND0127* NAD 83(1986)-  42 06 37.     (N)    080 06 58.     (W)     SCALED    
 ND0127* NAVD 88     -       207.756  (meters)     681.61   (feet)  ADJUSTED  
 ND0127  ___________________________________________________________________
 ND0127  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 ND0127  DYNAMIC HT  -         207.681 (meters)     681.37  (feet)  COMP
 ND0127  MODELED GRAV-     980,258.6   (mgal)                       NAVD 88
 ND0127
 ND0127  VERT ORDER  -  FIRST     CLASS II
 ND0127
 ND0127.The horizontal coordinates were scaled from a topographic map and have
 ND0127.an estimated accuracy of +/- 6 seconds.
 ND0127
 ND0127.The orthometric height was determined by differential leveling
 ND0127.and adjusted by the National Geodetic Survey in June 1991..
 ND0127
 ND0127.The geoid height was determined by GEOID03.
 ND0127
 ND0127.The dynamic height is computed by dividing the NAVD 88
 ND0127.geopotential number by the normal gravity value computed on the
 ND0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0127.degrees latitude (g = 980.6199 gals.).
 ND0127
 ND0127.The modeled gravity was interpolated from observed gravity values.
 ND0127
 ND0127;                    North         East    Units  Estimated Accuracy
 ND0127;SPC PA N     -   218,530.      404,320.      MT  (+/- 180 meters Scaled)
 ND0127
 ND0127                          SUPERSEDED SURVEY CONTROL
 ND0127
 ND0127  NGVD 29 (06/03/92)  207.936  (m)          682.20   (f) ADJUSTED    1 2
 ND0127
 ND0127.Superseded values are not recommended for survey control.
 ND0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0127.See file dsdata.txt to determine how the superseded data were derived.
 ND0127
 ND0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG730623(NAD 83)
 ND0127_MARKER: I = METAL ROD
 ND0127_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ND0127_SP_SET: STAINLESS STEEL ROD
 ND0127_STAMPING: H 362 1981
 ND0127_MARK LOGO: NGS   
 ND0127_PROJECTION: FLUSH
 ND0127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0127_ROD/PIPE-DEPTH: 7.90 meters
 ND0127
 ND0127  HISTORY     - Date     Condition        Report By
 ND0127  HISTORY     - 1981     MONUMENTED       NGS
 ND0127
 ND0127                          STATION DESCRIPTION
 ND0127
 ND0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ND0127'3.28 KM (2.05 MI) SW FROM ERIE.
 ND0127'3.28 KILOMETERS (2.05 MILES) SOUTHWEST ALONG WEST 12TH STREET (STATE
 ND0127'HIGHWAY 5) FROM THE INTERSECTION OF STATE STREET IN ERIE TO THE
 ND0127'INTERSECTION OF GREENGARDEN AVENUE AND THE MARK ON THE LEFT, THE MARK
 ND0127'IS IN THE SOUTH ANGLE OF THE INTERSECTION, NORTHWEST OF THE NORTH
 ND0127'CORNER POST OF THE CHAIN LINK FENCE AROUND THE LORD KINEMATICS
 ND0127'CORPORATION, 17.37 METERS (57.0 FEET) SOUTHEAST OF THE SOUTHEAST CURB
 ND0127'OF WEST 12TH STREET, 7.62 METERS (25.0 FEET) SOUTHWEST OF THE
 ND0127'SOUTHWEST CURB OF GREENGARDEN AVENUE AND 0.46 METER (1.5 FEET)
 ND0127'NORTHWEST OF THE NORTH CORNER POST OF THE CHAIN LINK FENCE.
 ND0127'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 ND0127'THE MARK IS 1.20 M ABOVE THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2873 ***********************************************************************
 KV2873  DESIGNATION -  H 362
 KV2873  PID         -  KV2873
 KV2873  STATE/COUNTY-  PA/MONROE
 KV2873  USGS QUAD   -  STROUDSBURG (1975)
 KV2873
 KV2873                         *CURRENT SURVEY CONTROL
 KV2873  ___________________________________________________________________
 KV2873* NAD 83(1986)-  40 58 41.     (N)    075 08 18.     (W)     SCALED    
 KV2873* NAVD 88     -       122.259  (meters)     401.11   (feet)  ADJUSTED  
 KV2873  ___________________________________________________________________
 KV2873  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KV2873  DYNAMIC HT  -         122.204 (meters)     400.93  (feet)  COMP
 KV2873  MODELED GRAV-     980,173.4   (mgal)                       NAVD 88
 KV2873
 KV2873  VERT ORDER  -  FIRST     CLASS II
 KV2873
 KV2873.The horizontal coordinates were scaled from a topographic map and have
 KV2873.an estimated accuracy of +/- 6 seconds.
 KV2873
 KV2873.The orthometric height was determined by differential leveling
 KV2873.and adjusted by the National Geodetic Survey in June 1991..
 KV2873
 KV2873.The geoid height was determined by GEOID03.
 KV2873
 KV2873.The dynamic height is computed by dividing the NAVD 88
 KV2873.geopotential number by the normal gravity value computed on the
 KV2873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2873.degrees latitude (g = 980.6199 gals.).
 KV2873
 KV2873.The modeled gravity was interpolated from observed gravity values.
 KV2873
 KV2873;                    North         East    Units  Estimated Accuracy
 KV2873;SPC PA N     -    93,420.      819,770.      MT  (+/- 180 meters Scaled)
 KV2873
 KV2873                          SUPERSEDED SURVEY CONTROL
 KV2873
 KV2873.No superseded survey control is available for this station.
 KV2873
 KV2873_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL883363(NAD 83)
 KV2873_MARKER: DB = BENCH MARK DISK
 KV2873_SETTING: 66 = SET IN ROCK OUTCROP
 KV2873_SP_SET: OUTCROP
 KV2873_STAMPING: H 362 1978
 KV2873_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV2873+STABILITY: POSITION/ELEVATION WELL
 KV2873
 KV2873  HISTORY     - Date     Condition        Report By
 KV2873  HISTORY     - 1978     MONUMENTED       NGS
 KV2873
 KV2873                          STATION DESCRIPTION
 KV2873
 KV2873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2873'0.55 MI SE FROM DELAWARE WATER GAP.
 KV2873'0.55 MILE SOUTHEAST ALONG STATE HIGHWAY 611 FROM THE POST OFFICE AT
 KV2873'DELAWARE WATER GAP, OPPOSITE THE SOUTH END OF A TURN OUT, 24 FEET
 KV2873'WEST OF THE CENTER LINE OF THE HIGHWAY, 7.5 FEET WEST OF A FALLING
 KV2873'ROCK SIGN, AND SET VERTICALLY IN THE EAST FACE OF AN EXPOSED ROCK
 KV2873'OUT CROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1715 ***********************************************************************
 MB1715  DESIGNATION -  H 363
 MB1715  PID         -  MB1715
 MB1715  STATE/COUNTY-  PA/ERIE
 MB1715  USGS QUAD   -  EAST SPRINGFIELD (1990)
 MB1715
 MB1715                         *CURRENT SURVEY CONTROL
 MB1715  ___________________________________________________________________
 MB1715* NAD 83(1986)-  41 58 08.     (N)    080 24 07.     (W)     SCALED    
 MB1715* NAVD 88     -       220.878  (meters)     724.66   (feet)  ADJUSTED  
 MB1715  ___________________________________________________________________
 MB1715  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 MB1715  DYNAMIC HT  -         220.797 (meters)     724.40  (feet)  COMP
 MB1715  MODELED GRAV-     980,252.6   (mgal)                       NAVD 88
 MB1715
 MB1715  VERT ORDER  -  FIRST     CLASS II
 MB1715
 MB1715.The horizontal coordinates were scaled from a topographic map and have
 MB1715.an estimated accuracy of +/- 6 seconds.
 MB1715
 MB1715.The orthometric height was determined by differential leveling
 MB1715.and adjusted by the National Geodetic Survey in June 1991..
 MB1715
 MB1715.The geoid height was determined by GEOID03.
 MB1715
 MB1715.The dynamic height is computed by dividing the NAVD 88
 MB1715.geopotential number by the normal gravity value computed on the
 MB1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1715.degrees latitude (g = 980.6199 gals.).
 MB1715
 MB1715.The modeled gravity was interpolated from observed gravity values.
 MB1715
 MB1715;                    North         East    Units  Estimated Accuracy
 MB1715;SPC PA N     -   203,520.      380,210.      MT  (+/- 180 meters Scaled)
 MB1715
 MB1715                          SUPERSEDED SURVEY CONTROL
 MB1715
 MB1715  NGVD 29 (06/03/92)  221.073  (m)          725.30   (f) ADJUSTED    1 2
 MB1715
 MB1715.Superseded values are not recommended for survey control.
 MB1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1715.See file dsdata.txt to determine how the superseded data were derived.
 MB1715
 MB1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG495464(NAD 83)
 MB1715_MARKER: I = METAL ROD
 MB1715_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1715_SP_SET: STAINLESS STEEL ROD
 MB1715_STAMPING: H 363 1981
 MB1715_MARK LOGO: NGS   
 MB1715_PROJECTION: FLUSH
 MB1715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1715_ROD/PIPE-DEPTH: 8.80 meters
 MB1715
 MB1715  HISTORY     - Date     Condition        Report By
 MB1715  HISTORY     - 1981     MONUMENTED       NGS
 MB1715
 MB1715                          STATION DESCRIPTION
 MB1715
 MB1715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1715'6.7 KM (4.15 MI) NE FROM WEST SPRINGFIELD.
 MB1715'6.7 KILOMETERS (4.15 MILES) NORTHEAST ALONG US HIGHWAY 20 FROM THE US
 MB1715'POST OFFICE IN WEST SPRINGFIELD TO THE MARK ON THE LEFT, NOTE THE MARK
 MB1715'MAY ALSO BE REACHED BY GOING 7.8 KILOMETERS (4.85 MILES) SOUTHWEST
 MB1715'ALONG US HIGHWAY 20 FROM THE JUNCTION OF STATE HIGHWAY 18 NORTH (RICE
 MB1715'AVENUE) IN GIRARD, THE MARK IS ON THE NORTHEAST SIDE OF POWER POLE
 MB1715'NUMBER 34409,24 WITH A TRANSFORMER, 11.78 METERS (38.5 FEET) NORTHWEST
 MB1715'OF THE CENTER LINE OF THE SOUTHWESTBOUND LANE OF THE HIGHWAY,
 MB1715'35.66 METERS (117.0 FEET) NORTHEAST OF THE CENTER OF THE PAVED
 MB1715'ENTRANCE DRIVE OF A SINGLE STORY WOOD FRAME HOUSE NUMBER 11800
 MB1715'AND 0.48 METER (2.6 FEET) NORTHEAST OF THE POWER POLE.
 MB1715'THE MARK IS 0.18 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2899 ***********************************************************************
 KV2899  DESIGNATION -  H 363
 KV2899  PID         -  KV2899
 KV2899  STATE/COUNTY-  PA/NORTHAMPTON
 KV2899  USGS QUAD   -  WIND GAP (1983)
 KV2899
 KV2899                         *CURRENT SURVEY CONTROL
 KV2899  ___________________________________________________________________
 KV2899* NAD 83(1986)-  40 46 36.     (N)    075 16 06.     (W)     SCALED    
 KV2899* NAVD 88     -       162.661  (meters)     533.66   (feet)  ADJUSTED  
 KV2899  ___________________________________________________________________
 KV2899  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 KV2899  DYNAMIC HT  -         162.585 (meters)     533.41  (feet)  COMP
 KV2899  MODELED GRAV-     980,155.0   (mgal)                       NAVD 88
 KV2899
 KV2899  VERT ORDER  -  FIRST     CLASS II
 KV2899
 KV2899.The horizontal coordinates were scaled from a topographic map and have
 KV2899.an estimated accuracy of +/- 6 seconds.
 KV2899
 KV2899.The orthometric height was determined by differential leveling
 KV2899.and adjusted by the National Geodetic Survey in June 1991..
 KV2899
 KV2899.The geoid height was determined by GEOID03.
 KV2899
 KV2899.The dynamic height is computed by dividing the NAVD 88
 KV2899.geopotential number by the normal gravity value computed on the
 KV2899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2899.degrees latitude (g = 980.6199 gals.).
 KV2899
 KV2899.The modeled gravity was interpolated from observed gravity values.
 KV2899
 KV2899;                    North         East    Units  Estimated Accuracy
 KV2899;SPC PA S     -   163,210.      809,470.      MT  (+/- 180 meters Scaled)
 KV2899
 KV2899                          SUPERSEDED SURVEY CONTROL
 KV2899
 KV2899.No superseded survey control is available for this station.
 KV2899
 KV2899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL773140(NAD 83)
 KV2899_MARKER: DB = BENCH MARK DISK
 KV2899_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2899_SP_SET: STAINLESS STEEL ROD
 KV2899_STAMPING: H 363 1978
 KV2899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2899
 KV2899  HISTORY     - Date     Condition        Report By
 KV2899  HISTORY     - 1978     MONUMENTED       NGS
 KV2899  HISTORY     - 20040601 GOOD             PADT
 KV2899
 KV2899                          STATION DESCRIPTION
 KV2899
 KV2899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2899'1.1 MI SOUTH FROM EDELMAN.
 KV2899'1.1 MILES SOUTH ALONG STATE HIGHWAY 191 FROM THE CROSSING OF STATE
 KV2899'HIGHWAY 191 AND ERIE LACKAWANNA RAILROAD AT EDELMAN, 0.75 MILE NORTH
 KV2899'ALONG STATE HIGHWAY 191 FROM BELFAST JUNCTION, 88 FEET NORTHWEST
 KV2899'OF THE CENTERLINE OF STATE HIGHWAY 191, 15 FEET SOUTHWEST OF THE
 KV2899'CENTER LINE OF A PAVED ROAD, 2 FEET SOUTHEAST OF A POWER POLE NUMBER
 KV2899'671.  THE ROD WAS DRIVEN TO REFUSAL.
 KV2899
 KV2899                          STATION RECOVERY (2004)
 KV2899
 KV2899'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (SQ)
 KV2899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2103 ***********************************************************************
 LY2103  DESIGNATION -  H 364
 LY2103  PID         -  LY2103
 LY2103  STATE/COUNTY-  PA/PIKE
 LY2103  USGS QUAD   -  LAKE MASKENOZHA (1995)
 LY2103
 LY2103                         *CURRENT SURVEY CONTROL
 LY2103  ___________________________________________________________________
 LY2103* NAD 83(1986)-  41 08 34.     (N)    074 55 37.     (W)     SCALED    
 LY2103* NAVD 88     -       111.393  (meters)     365.46   (feet)  ADJUSTED  
 LY2103  ___________________________________________________________________
 LY2103  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 LY2103  DYNAMIC HT  -         111.344 (meters)     365.30  (feet)  COMP
 LY2103  MODELED GRAV-     980,188.6   (mgal)                       NAVD 88
 LY2103
 LY2103  VERT ORDER  -  FIRST     CLASS II
 LY2103
 LY2103.The horizontal coordinates were scaled from a topographic map and have
 LY2103.an estimated accuracy of +/- 6 seconds.
 LY2103
 LY2103.The orthometric height was determined by differential leveling
 LY2103.and adjusted by the National Geodetic Survey in June 1991..
 LY2103
 LY2103.The geoid height was determined by GEOID03.
 LY2103
 LY2103.The dynamic height is computed by dividing the NAVD 88
 LY2103.geopotential number by the normal gravity value computed on the
 LY2103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2103.degrees latitude (g = 980.6199 gals.).
 LY2103
 LY2103.The modeled gravity was interpolated from observed gravity values.
 LY2103
 LY2103;                    North         East    Units  Estimated Accuracy
 LY2103;SPC PA N     -   112,260.      836,960.      MT  (+/- 180 meters Scaled)
 LY2103
 LY2103                          SUPERSEDED SURVEY CONTROL
 LY2103
 LY2103.No superseded survey control is available for this station.
 LY2103
 LY2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL061546(NAD 83)
 LY2103_MARKER: DB = BENCH MARK DISK
 LY2103_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2103_SP_SET: STAINLESS STEEL ROD
 LY2103_STAMPING: H 364 1978
 LY2103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2103
 LY2103  HISTORY     - Date     Condition        Report By
 LY2103  HISTORY     - 1978     MONUMENTED       NGS
 LY2103
 LY2103                          STATION DESCRIPTION
 LY2103
 LY2103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LY2103'5.3 MI NE FROM BUSHKILL.
 LY2103'5.3 MILES NORTHEAST ALONG STATE HIGHWAY 209 FROM THE CHURCH OF
 LY2103'BUSHKILL AT BUSHKILL, 95.5 FEET SOUTHEAST OF THE CENTER LINE OF STATE
 LY2103'HIGHWAY 209, 2 FEET NORTH OF A POWER LINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3968 ***********************************************************************
 JV3968  DESIGNATION -  H 365
 JV3968  PID         -  JV3968
 JV3968  STATE/COUNTY-  PA/FRANKLIN
 JV3968  USGS QUAD   -  SCOTLAND (1990)
 JV3968
 JV3968                         *CURRENT SURVEY CONTROL
 JV3968  ___________________________________________________________________
 JV3968* NAD 83(1986)-  39 59 13.     (N)    077 36 54.     (W)     SCALED    
 JV3968* NAVD 88     -       202.316  (meters)     663.77   (feet)  ADJUSTED  
 JV3968  ___________________________________________________________________
 JV3968  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 JV3968  DYNAMIC HT  -         202.202 (meters)     663.39  (feet)  COMP
 JV3968  MODELED GRAV-     980,055.5   (mgal)                       NAVD 88
 JV3968
 JV3968  VERT ORDER  -  FIRST     CLASS II
 JV3968
 JV3968.The horizontal coordinates were scaled from a topographic map and have
 JV3968.an estimated accuracy of +/- 6 seconds.
 JV3968
 JV3968.The orthometric height was determined by differential leveling
 JV3968.and adjusted by the National Geodetic Survey in June 1991..
 JV3968
 JV3968.The geoid height was determined by GEOID03.
 JV3968
 JV3968.The dynamic height is computed by dividing the NAVD 88
 JV3968.geopotential number by the normal gravity value computed on the
 JV3968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3968.degrees latitude (g = 980.6199 gals.).
 JV3968
 JV3968.The modeled gravity was interpolated from observed gravity values.
 JV3968
 JV3968;                    North         East    Units  Estimated Accuracy
 JV3968;SPC PA S     -    72,580.      611,530.      MT  (+/- 180 meters Scaled)
 JV3968
 JV3968                          SUPERSEDED SURVEY CONTROL
 JV3968
 JV3968.No superseded survey control is available for this station.
 JV3968
 JV3968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK767295(NAD 83)
 JV3968_MARKER: DB = BENCH MARK DISK
 JV3968_SETTING: 66 = SET IN ROCK OUTCROP
 JV3968_SP_SET: ROCK OUTCROP
 JV3968_STAMPING: H 365 1979
 JV3968_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV3968+STABILITY: POSITION/ELEVATION WELL
 JV3968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV3968+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2006
 JV3968
 JV3968  HISTORY     - Date     Condition        Report By
 JV3968  HISTORY     - 1979     MONUMENTED       NGS
 JV3968  HISTORY     - 20060719 GOOD             GEOCAC
 JV3968
 JV3968                          STATION DESCRIPTION
 JV3968
 JV3968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JV3968'4.7 MI NE FROM CHAMBERSBURG.
 JV3968'4.7 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE JUNCTION OF STATE
 JV3968'HIGHWAY 30 AND U.S. HIGHWAY 11 IN CHAMBERSBURG TO THE MARK ON THE
 JV3968'RIGHT, 134 FEET SOUTHWEST OF POWER POLE NUMBER 2.5 (W27651), 77.5
 JV3968'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND 68.5 FEET
 JV3968'NORTHEAST OF POWER POLE NUMBER W6727. ALSO 0.7 MILE SOUTHWEST OF GREEN
 JV3968'VILLAGE.
 JV3968'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 JV3968'THE MARK IS 4 FT ABOVE HIGHWAY.
 JV3968
 JV3968                          STATION RECOVERY (2006)
 JV3968
 JV3968'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV3968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3903 ***********************************************************************
 JV3903  DESIGNATION -  H 368
 JV3903  PID         -  JV3903
 JV3903  STATE/COUNTY-  PA/LANCASTER
 JV3903  USGS QUAD   -  WAKEFIELD (1976)
 JV3903
 JV3903                         *CURRENT SURVEY CONTROL
 JV3903  ___________________________________________________________________
 JV3903* NAD 83(1986)-  39 49 57.     (N)    076 12 47.     (W)     SCALED    
 JV3903* NAVD 88     -       187.894  (meters)     616.45   (feet)  ADJUSTED  
 JV3903  ___________________________________________________________________
 JV3903  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JV3903  DYNAMIC HT  -         187.799 (meters)     616.14  (feet)  COMP
 JV3903  MODELED GRAV-     980,115.9   (mgal)                       NAVD 88
 JV3903  OBS GRAVITY -     980,113.4   (mgal)                       GRAV_OBS
 JV3903
 JV3903  VERT ORDER  -  FIRST     CLASS II
 JV3903
 JV3903.The horizontal coordinates were scaled from a topographic map and have
 JV3903.an estimated accuracy of +/- 6 seconds.
 JV3903
 JV3903.The orthometric height was determined by differential leveling
 JV3903.and adjusted by the National Geodetic Survey in June 1991..
 JV3903
 JV3903.The geoid height was determined by GEOID03.
 JV3903
 JV3903.The dynamic height is computed by dividing the NAVD 88
 JV3903.geopotential number by the normal gravity value computed on the
 JV3903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3903.degrees latitude (g = 980.6199 gals.).
 JV3903
 JV3903.The modeled gravity was interpolated from observed gravity values.
 JV3903.The observed gravity was obtained from relative gravimeter ties
 JV3903.to the IGSN71 gravity network.
 JV3903
 JV3903;                    North         East    Units  Estimated Accuracy
 JV3903;SPC PA S     -    56,570.      731,560.      MT  (+/- 180 meters Scaled)
 JV3903
 JV3903                          SUPERSEDED SURVEY CONTROL
 JV3903
 JV3903.No superseded survey control is available for this station.
 JV3903
 JV3903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK962098(NAD 83)
 JV3903_MARKER: I = METAL ROD
 JV3903_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JV3903_SP_SET: STAINLESS STEEL ROD
 JV3903_STAMPING: H 368 1979
 JV3903_PROJECTION: FLUSH
 JV3903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3903_ROD/PIPE-DEPTH: 4.57 meters
 JV3903
 JV3903  HISTORY     - Date     Condition        Report By
 JV3903  HISTORY     - 1979     MONUMENTED       NGS
 JV3903
 JV3903                          STATION DESCRIPTION
 JV3903
 JV3903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JV3903'4.4 MI NORTH FROM WAKEFIELD.
 JV3903'4.45 MILES NORTH ALONG STATE HIGHWAY 272 FROM THE PEACH BOTTOM
 JV3903'POST OFFICE IN WAKEFIELD.  AT THE VALLEY VIEW RESTAURANT, 0.05
 JV3903'MILES SOUTH OF A Y JUNCTION OF PAVED ROAD LEADING SOUTH, 110
 JV3903'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE RESTAURANT, 28 FEET
 JV3903'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 2.5 FEET SOUTH-
 JV3903'SOUTHWEST OF POWER POLE NUMBER D 178 WITH A STREET LAMP.  NOTE,
 JV3903'THIS IS A CLASS A MARK WITH LOGO CAP.
 JV3903'THE MARK IS 2 FT  NW FROM A WITNESS POST.
 JV3903'THE MARK IS 1.5 FT ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2663 ***********************************************************************
 KW2663  DESIGNATION -  H 369
 KW2663  PID         -  KW2663
 KW2663  STATE/COUNTY-  PA/LANCASTER
 KW2663  USGS QUAD   -  MIDDLETOWN (1990)
 KW2663
 KW2663                         *CURRENT SURVEY CONTROL
 KW2663  ___________________________________________________________________
 KW2663* NAD 83(1986)-  40 07 46.     (N)    076 42 56.     (W)     SCALED    
 KW2663* NAVD 88     -        90.406  (meters)     296.61   (feet)  ADJUSTED  
 KW2663  ___________________________________________________________________
 KW2663  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KW2663  DYNAMIC HT  -          90.358 (meters)     296.45  (feet)  COMP
 KW2663  MODELED GRAV-     980,096.2   (mgal)                       NAVD 88
 KW2663
 KW2663  VERT ORDER  -  FIRST     CLASS II
 KW2663
 KW2663.The horizontal coordinates were scaled from a topographic map and have
 KW2663.an estimated accuracy of +/- 6 seconds.
 KW2663
 KW2663.The orthometric height was determined by differential leveling
 KW2663.and adjusted by the National Geodetic Survey in June 1991..
 KW2663
 KW2663.The geoid height was determined by GEOID03.
 KW2663
 KW2663.The dynamic height is computed by dividing the NAVD 88
 KW2663.geopotential number by the normal gravity value computed on the
 KW2663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2663.degrees latitude (g = 980.6199 gals.).
 KW2663
 KW2663.The modeled gravity was interpolated from observed gravity values.
 KW2663
 KW2663;                    North         East    Units  Estimated Accuracy
 KW2663;SPC PA S     -    88,910.      688,160.      MT  (+/- 180 meters Scaled)
 KW2663
 KW2663                          SUPERSEDED SURVEY CONTROL
 KW2663
 KW2663.No superseded survey control is available for this station.
 KW2663
 KW2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK538435(NAD 83)
 KW2663_MARKER: DB = BENCH MARK DISK
 KW2663_SETTING: 66 = SET IN ROCK OUTCROP
 KW2663_SP_SET: ROCK OUTCROP
 KW2663_STAMPING: H 369 1979
 KW2663_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW2663+STABILITY: POSITION/ELEVATION WELL
 KW2663_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW2663+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2005
 KW2663
 KW2663  HISTORY     - Date     Condition        Report By
 KW2663  HISTORY     - 1979     MONUMENTED       NGS
 KW2663  HISTORY     - 20050109 GOOD             GEOCAC
 KW2663
 KW2663                          STATION DESCRIPTION
 KW2663
 KW2663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KW2663'2.7 MI NW FROM BAINBRIDGE.
 KW2663'2.65 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW2663'CROSSING OF RACE STREET AND THE RAILROAD IN BAINBRIDGE, 0.15 MILES
 KW2663'SOUTHEAST OF THE RAILROAD BRIDGE OVER CONEWAGO CREEK, IN BEDROCK,
 KW2663'82 FEET SOUTHEAST AND ACROSS THE TRACKS FROM A CABLE POLE WITH A
 KW2663'SMALL TERMINAL BOX, 44.5 FEET NORTHEAST AND ACROSS THE TRACKS FROM
 KW2663'TROLLY POLE NUMBER D584, 44 FEET NORTH OF A 4 BY 6 FOOT METAL
 KW2663'SIGNAL BOX, 19.5 FEET EAST OF THE EAST RAIL OF THE TRACKS, AND
 KW2663'ABOUT 2 FEET ABOVE GROUND.
 KW2663'THE MARK IS 0.5 FT BELOW TRACKS.
 KW2663
 KW2663                          STATION RECOVERY (2005)
 KW2663
 KW2663'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW2663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2328 ***********************************************************************
 KW2328  DESIGNATION -  H 37
 KW2328  PID         -  KW2328
 KW2328  STATE/COUNTY-  PA/CENTRE
 KW2328  USGS QUAD   -  JULIAN (1994)
 KW2328
 KW2328                         *CURRENT SURVEY CONTROL
 KW2328  ___________________________________________________________________
 KW2328* NAD 83(1986)-  40 50 02.     (N)    077 55 43.     (W)     SCALED    
 KW2328* NAVD 88     -       332.044  (meters)    1089.38   (feet)  ADJUSTED  
 KW2328  ___________________________________________________________________
 KW2328  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KW2328  DYNAMIC HT  -         331.879 (meters)    1088.84  (feet)  COMP
 KW2328  MODELED GRAV-     980,117.9   (mgal)                       NAVD 88
 KW2328
 KW2328  VERT ORDER  -  SECOND    CLASS 0
 KW2328
 KW2328.The horizontal coordinates were scaled from a topographic map and have
 KW2328.an estimated accuracy of +/- 6 seconds.
 KW2328
 KW2328.The orthometric height was determined by differential leveling
 KW2328.and adjusted by the National Geodetic Survey in June 1991..
 KW2328.WARNING-Repeat measurements at this control monument indicate possible
 KW2328.vertical movement.
 KW2328
 KW2328.The geoid height was determined by GEOID03.
 KW2328
 KW2328.The dynamic height is computed by dividing the NAVD 88
 KW2328.geopotential number by the normal gravity value computed on the
 KW2328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2328.degrees latitude (g = 980.6199 gals.).
 KW2328
 KW2328.The modeled gravity was interpolated from observed gravity values.
 KW2328
 KW2328;                    North         East    Units  Estimated Accuracy
 KW2328;SPC PA N     -    74,110.      584,940.      MT  (+/- 180 meters Scaled)
 KW2328
 KW2328                          SUPERSEDED SURVEY CONTROL
 KW2328
 KW2328  NGVD 29 (??/??/??)  332.228  (m)         1089.98   (f) ADJUSTED    2 0
 KW2328
 KW2328.Superseded values are not recommended for survey control.
 KW2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2328.See file dsdata.txt to determine how the superseded data were derived.
 KW2328
 KW2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL530244(NAD 83)
 KW2328_MARKER: DB = BENCH MARK DISK
 KW2328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2328_STAMPING: H 37 1934
 KW2328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2328+STABILITY: SURFACE MOTION
 KW2328
 KW2328  HISTORY     - Date     Condition        Report By
 KW2328  HISTORY     - 1934     MONUMENTED       CGS
 KW2328
 KW2328                          STATION DESCRIPTION
 KW2328
 KW2328'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW2328'7.7 MI NW FROM STATE COLLEGE.
 KW2328'7.7 MILES NORTHWEST ALONG THE BELLEFONTE CENTRAL RAILROAD FROM
 KW2328'STATE COLLEGE, CENTRE COUNTY, ABOUT 1,900 FEET NORTH OF THE WATER
 KW2328'TANK AT WADDLE, 40 FEET NORTH OF MILEPOST 10, ABOUT 60 FEET
 KW2328'SOUTHWEST OF A SECONDARY-ROAD CROSSING, 24 FEET WEST OF THE
 KW2328'WEST RAIL, AND ABOUT 0.5 FOOT HIGHER THAN THE TOP OF THE RAIL
 KW2328'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3362 ***********************************************************************
 KV3362  DESIGNATION -  H 371
 KV3362  PID         -  KV3362
 KV3362  STATE/COUNTY-  PA/LEHIGH
 KV3362  USGS QUAD   -  CATASAUQUA (1992)
 KV3362
 KV3362                         *CURRENT SURVEY CONTROL
 KV3362  ___________________________________________________________________
 KV3362* NAD 83(1986)-  40 37 54.     (N)    075 23 40.     (W)     SCALED    
 KV3362* NAVD 88     -        92.133  (meters)     302.27   (feet)  ADJUSTED  
 KV3362  ___________________________________________________________________
 KV3362  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 KV3362  DYNAMIC HT  -          92.088 (meters)     302.13  (feet)  COMP
 KV3362  MODELED GRAV-     980,143.4   (mgal)                       NAVD 88
 KV3362
 KV3362  VERT ORDER  -  FIRST     CLASS II
 KV3362
 KV3362.The horizontal coordinates were scaled from a topographic map and have
 KV3362.an estimated accuracy of +/- 6 seconds.
 KV3362
 KV3362.The orthometric height was determined by differential leveling
 KV3362.and adjusted by the National Geodetic Survey in June 1991..
 KV3362
 KV3362.The geoid height was determined by GEOID03.
 KV3362
 KV3362.The dynamic height is computed by dividing the NAVD 88
 KV3362.geopotential number by the normal gravity value computed on the
 KV3362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3362.degrees latitude (g = 980.6199 gals.).
 KV3362
 KV3362.The modeled gravity was interpolated from observed gravity values.
 KV3362
 KV3362;                    North         East    Units  Estimated Accuracy
 KV3362;SPC PA S     -   146,820.      799,250.      MT  (+/- 180 meters Scaled)
 KV3362
 KV3362                          SUPERSEDED SURVEY CONTROL
 KV3362
 KV3362.No superseded survey control is available for this station.
 KV3362
 KV3362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK666979(NAD 83)
 KV3362_MARKER: DB = BENCH MARK DISK
 KV3362_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV3362_SP_SET: FOUNDATION
 KV3362_STAMPING: H 371 1979
 KV3362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3362_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3362+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2002
 KV3362
 KV3362  HISTORY     - Date     Condition        Report By
 KV3362  HISTORY     - 1979     MONUMENTED       NGS
 KV3362  HISTORY     - 20020128 GOOD             USPSQD
 KV3362  HISTORY     - 20060227 GOOD             PADT
 KV3362
 KV3362                          STATION DESCRIPTION
 KV3362
 KV3362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3362'IN BETHLEHEM.
 KV3362'IN BETHLEHEM, AT THE SOUTHEAST CORNER OF 8TH AVENUE AND EATON AVENUE,
 KV3362'SET INSIDE THE REAR ENTRANCE TO THE MAIL ROOM OF THE MARTIN TOWER
 KV3362'BUILDING, A 21 STORY BUILDING OWNED BY BETHLEHEM CORP, 23 FEET NORTH
 KV3362'OF THE REAR ENTRANCE DOOR WITH SIGN AUTHORIZED PERSONNEL ONLY, 4 FEET
 KV3362'WEST OF THE WEST EDGE OF A HYDRAULIC PLATFORM LIFT, 2 FEET EAST OF A
 KV3362'METAL HANDRAIL AT THE EAST SIDE OF THE CONCRETE ENTRANCE STEPS TO THE
 KV3362'PLATFROM.
 KV3362'THE MARK IS 4 FT ABOVE CONCRETE FOUNDATION FLOOR.
 KV3362
 KV3362                          STATION RECOVERY (2002)
 KV3362
 KV3362'RECOVERY NOTE BY US POWER SQUADRON 2002 (NCS)
 KV3362'RECOVERED IN GOOD CONDITION.
 KV3362
 KV3362                          STATION RECOVERY (2006)
 KV3362
 KV3362'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (SQ)
 KV3362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3393 ***********************************************************************
 KV3393  DESIGNATION -  H 372
 KV3393  PID         -  KV3393
 KV3393  STATE/COUNTY-  PA/BERKS
 KV3393  USGS QUAD   -  TEMPLE (1983)
 KV3393
 KV3393                         *CURRENT SURVEY CONTROL
 KV3393  ___________________________________________________________________
 KV3393* NAD 83(1986)-  40 26 08.     (N)    075 53 52.     (W)     SCALED    
 KV3393* NAVD 88     -       116.005  (meters)     380.59   (feet)  ADJUSTED  
 KV3393  ___________________________________________________________________
 KV3393  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 KV3393  DYNAMIC HT  -         115.945 (meters)     380.40  (feet)  COMP
 KV3393  MODELED GRAV-     980,109.3   (mgal)                       NAVD 88
 KV3393
 KV3393  VERT ORDER  -  FIRST     CLASS II
 KV3393
 KV3393.The horizontal coordinates were scaled from a topographic map and have
 KV3393.an estimated accuracy of +/- 6 seconds.
 KV3393
 KV3393.The orthometric height was determined by differential leveling
 KV3393.and adjusted by the National Geodetic Survey in June 1991..
 KV3393
 KV3393.The geoid height was determined by GEOID03.
 KV3393
 KV3393.The dynamic height is computed by dividing the NAVD 88
 KV3393.geopotential number by the normal gravity value computed on the
 KV3393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3393.degrees latitude (g = 980.6199 gals.).
 KV3393
 KV3393.The modeled gravity was interpolated from observed gravity values.
 KV3393
 KV3393;                    North         East    Units  Estimated Accuracy
 KV3393;SPC PA S     -   124,030.      757,140.      MT  (+/- 180 meters Scaled)
 KV3393
 KV3393                          SUPERSEDED SURVEY CONTROL
 KV3393
 KV3393.No superseded survey control is available for this station.
 KV3393
 KV3393_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK238764(NAD 83)
 KV3393_MARKER: DB = BENCH MARK DISK
 KV3393_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3393_SP_SET: STAINLESS STEEL ROD
 KV3393_STAMPING: H 372 1979
 KV3393_PROJECTION: RECESSED 10 CENTIMETERS
 KV3393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3393_ROD/PIPE-DEPTH: 3.66 meters
 KV3393
 KV3393  HISTORY     - Date     Condition        Report By
 KV3393  HISTORY     - 1979     MONUMENTED       NGS
 KV3393  HISTORY     - 20020105 GOOD             USPSQD
 KV3393  HISTORY     - 20050425 GOOD             GEOCAC
 KV3393
 KV3393                          STATION DESCRIPTION
 KV3393
 KV3393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3393'0.75 MI WEST FROM BLANDON.
 KV3393'0.75 MILE WEST ALONG PARK ROAD FROM THE JUNCTION OF STATE ROUTE 73
 KV3393'IN BLANDON, TO THE MARK ON THE RIGHT, DIRECTLY OPPOSITE THE ENTRANCE
 KV3393'TO PERRY CAMILL MUSHROOM FARM ON THE WEST SIDE OF POWER POLE ME.G.555,
 KV3393'32 FEET NORTH OF THE CENTERLINE OF THE ROAD, 2 FEET WEST OF THE POWER
 KV3393'POLE, 1 FOT NORTH OF A 4 BY 4 CONCRETE POST PROJECTING 3 FEET ABOVE
 KV3393'THE GROUND. ROD DRIVEN TO REFUSAL.
 KV3393'THE MARK IS 1 FT  E FROM A WITNESS POST.
 KV3393'THE MARK IS ABOVE LEVEL WITH ROAD.
 KV3393
 KV3393                          STATION RECOVERY (2002)
 KV3393
 KV3393'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KV3393'RECOVERED IN GOOD CONDITION.
 KV3393
 KV3393                          STATION RECOVERY (2005)
 KV3393
 KV3393'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KV3393'STATION IS IN A 4 INCH PVC PIPE WITH A CONCRETE BLOCK ON THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1613 ***********************************************************************
 KW1613  DESIGNATION -  H 38
 KW1613  PID         -  KW1613
 KW1613  STATE/COUNTY-  PA/UNION
 KW1613  USGS QUAD   -  BEAVERTOWN (1973)
 KW1613
 KW1613                         *CURRENT SURVEY CONTROL
 KW1613  ___________________________________________________________________
 KW1613* NAD 83(1986)-  40 51 37.     (N)    077 14 54.     (W)     SCALED    
 KW1613* NAVD 88     -       200.229  (meters)     656.92   (feet)  ADJUSTED  
 KW1613  ___________________________________________________________________
 KW1613  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KW1613  DYNAMIC HT  -         200.131 (meters)     656.60  (feet)  COMP
 KW1613  MODELED GRAV-     980,134.4   (mgal)                       NAVD 88
 KW1613
 KW1613  VERT ORDER  -  SECOND    CLASS 0
 KW1613
 KW1613.The horizontal coordinates were scaled from a topographic map and have
 KW1613.an estimated accuracy of +/- 6 seconds.
 KW1613
 KW1613.The orthometric height was determined by differential leveling
 KW1613.and adjusted by the National Geodetic Survey in June 1991..
 KW1613
 KW1613.The geoid height was determined by GEOID03.
 KW1613
 KW1613.The dynamic height is computed by dividing the NAVD 88
 KW1613.geopotential number by the normal gravity value computed on the
 KW1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1613.degrees latitude (g = 980.6199 gals.).
 KW1613
 KW1613.The modeled gravity was interpolated from observed gravity values.
 KW1613
 KW1613;                    North         East    Units  Estimated Accuracy
 KW1613;SPC PA N     -    77,150.      642,300.      MT  (+/- 180 meters Scaled)
 KW1613
 KW1613                          SUPERSEDED SURVEY CONTROL
 KW1613
 KW1613  NGVD 29 (??/??/??)  200.447  (m)          657.63   (f) ADJUSTED    2 0
 KW1613
 KW1613.Superseded values are not recommended for survey control.
 KW1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1613.See file dsdata.txt to determine how the superseded data were derived.
 KW1613
 KW1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL105256(NAD 83)
 KW1613_MARKER: DB = BENCH MARK DISK
 KW1613_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1613_SP_SET: ABUTMENT
 KW1613_STAMPING: H 38 1934
 KW1613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1613
 KW1613  HISTORY     - Date     Condition        Report By
 KW1613  HISTORY     - 1934     MONUMENTED       CGS
 KW1613
 KW1613                          STATION DESCRIPTION
 KW1613
 KW1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1613'2.9 MI W FROM GLEN IRON.
 KW1613'800 FEET WEST OF MILEPOST 22, AT 20 FOOT CONCRETE BRIDGE 22 20,
 KW1613'IN THE SOUTH END OF THE EAST ABUTMENT, 8 FEET SOUTH OF THE SOUTH
 KW1613'RAIL, AND ABOUT 3.5 FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1669 ***********************************************************************
 KW1669  DESIGNATION -  H 39
 KW1669  PID         -  KW1669
 KW1669  STATE/COUNTY-  PA/SNYDER
 KW1669  USGS QUAD   -  MC CLURE (1978)
 KW1669
 KW1669                         *CURRENT SURVEY CONTROL
 KW1669  ___________________________________________________________________
 KW1669* NAD 83(1986)-  40 43 09.     (N)    077 16 44.     (W)     SCALED    
 KW1669* NAVD 88     -       210.539  (meters)     690.74   (feet)  ADJUSTED  
 KW1669  ___________________________________________________________________
 KW1669  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KW1669  DYNAMIC HT  -         210.437 (meters)     690.41  (feet)  COMP
 KW1669  MODELED GRAV-     980,138.0   (mgal)                       NAVD 88
 KW1669
 KW1669  VERT ORDER  -  SECOND    CLASS 0
 KW1669
 KW1669.The horizontal coordinates were scaled from a topographic map and have
 KW1669.an estimated accuracy of +/- 6 seconds.
 KW1669
 KW1669.The orthometric height was determined by differential leveling
 KW1669.and adjusted by the National Geodetic Survey in June 1991..
 KW1669
 KW1669.The geoid height was determined by GEOID03.
 KW1669
 KW1669.The dynamic height is computed by dividing the NAVD 88
 KW1669.geopotential number by the normal gravity value computed on the
 KW1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1669.degrees latitude (g = 980.6199 gals.).
 KW1669
 KW1669.The modeled gravity was interpolated from observed gravity values.
 KW1669
 KW1669;                    North         East    Units  Estimated Accuracy
 KW1669;SPC PA S     -   153,980.      639,800.      MT  (+/- 180 meters Scaled)
 KW1669
 KW1669                          SUPERSEDED SURVEY CONTROL
 KW1669
 KW1669  NGVD 29 (??/??/??)  210.762  (m)          691.48   (f) ADJUSTED    2 0
 KW1669
 KW1669.Superseded values are not recommended for survey control.
 KW1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1669.See file dsdata.txt to determine how the superseded data were derived.
 KW1669
 KW1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL075100(NAD 83)
 KW1669_MARKER: DB = BENCH MARK DISK
 KW1669_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1669_SP_SET: ABUTMENT
 KW1669_STAMPING: H 39 1934
 KW1669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1669
 KW1669  HISTORY     - Date     Condition        Report By
 KW1669  HISTORY     - 1934     MONUMENTED       CGS
 KW1669  HISTORY     - 1966     GOOD             CGS
 KW1669
 KW1669                          STATION DESCRIPTION
 KW1669
 KW1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1669'2.1 MI E FROM MC CLURE.
 KW1669'2.1 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM MC CLURE,
 KW1669'AT 10-FOOT SPAN CONCRETE RAILROAD BRIDGE 19.11, AND IN THE TOP
 KW1669'OF THE SOUTH END OF THE EAST ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1839 ***********************************************************************
 KW1839  DESIGNATION -  H 4
 KW1839  PID         -  KW1839
 KW1839  STATE/COUNTY-  PA/CUMBERLAND
 KW1839  USGS QUAD   -  MECHANICSBURG (1987)
 KW1839
 KW1839                         *CURRENT SURVEY CONTROL
 KW1839  ___________________________________________________________________
 KW1839* NAD 83(1986)-  40 12 49.     (N)    077 00 32.     (W)     SCALED    
 KW1839* NAVD 88     -       133.620  (meters)     438.38   (feet)  ADJUSTED  
 KW1839  ___________________________________________________________________
 KW1839  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 KW1839  DYNAMIC HT  -         133.552 (meters)     438.16  (feet)  COMP
 KW1839  MODELED GRAV-     980,118.7   (mgal)                       NAVD 88
 KW1839
 KW1839  VERT ORDER  -  FIRST     CLASS II
 KW1839
 KW1839.The horizontal coordinates were scaled from a topographic map and have
 KW1839.an estimated accuracy of +/- 6 seconds.
 KW1839
 KW1839.The orthometric height was determined by differential leveling
 KW1839.and adjusted by the National Geodetic Survey in June 1991..
 KW1839
 KW1839.The geoid height was determined by GEOID03.
 KW1839
 KW1839.The dynamic height is computed by dividing the NAVD 88
 KW1839.geopotential number by the normal gravity value computed on the
 KW1839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1839.degrees latitude (g = 980.6199 gals.).
 KW1839
 KW1839.The modeled gravity was interpolated from observed gravity values.
 KW1839
 KW1839;                    North         East    Units  Estimated Accuracy
 KW1839;SPC PA S     -    98,010.      663,090.      MT  (+/- 180 meters Scaled)
 KW1839
 KW1839                          SUPERSEDED SURVEY CONTROL
 KW1839
 KW1839  NGVD 29 (??/??/??)  133.828  (m)          439.07   (f) ADJUSTED    1 2
 KW1839
 KW1839.Superseded values are not recommended for survey control.
 KW1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1839.See file dsdata.txt to determine how the superseded data were derived.
 KW1839
 KW1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK290534(NAD 83)
 KW1839_MARKER: DB = BENCH MARK DISK
 KW1839_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1839_SP_SET: BUILDING
 KW1839_STAMPING: 439.067 H 4 1931
 KW1839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1839_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1839+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2005
 KW1839
 KW1839  HISTORY     - Date     Condition        Report By
 KW1839  HISTORY     - 1931     MONUMENTED       CGS
 KW1839  HISTORY     - 1952     GOOD             CGS
 KW1839  HISTORY     - 20050313 GOOD             GEOCAC
 KW1839  HISTORY     - 20050313 GOOD             GEOCAC
 KW1839
 KW1839                          STATION DESCRIPTION
 KW1839
 KW1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KW1839'IN MECHANICSBURG.
 KW1839'AT MECHANICSBURG, CUMBERLAND COUNTY, IN THE NORTH WALL OF THE
 KW1839'PENNSYLVANIA RAILROAD STATION, 3 FEET WEST OF THE DOOR TO THE
 KW1839'LADIES WAITING ROOM, AND 5 FEET HIGHER THAN THE SIDEWALK.  A
 KW1839'STANDARD DISK, STAMPED 439.067 H 4 1931 AND SET VERTICALLY.
 KW1839
 KW1839                          STATION RECOVERY (2005)
 KW1839
 KW1839'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW1839'BUILDING IS OWNED BY THE TOWN OF MECHANICSBURG BUT IS CURRENTLY EMPTY.
 KW1839' 
 KW1839
 KW1839                          STATION RECOVERY (2005)
 KW1839
 KW1839'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW1839'BUILDING IS UNOCCUPIED BUT IN GOOD CONDITION. MARK IS NEAR THE
 KW1839'NORTHWEST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0044 ***********************************************************************
 KW0044  DESIGNATION -  H 40
 KW0044  PID         -  KW0044
 KW0044  STATE/COUNTY-  PA/SCHUYLKILL
 KW0044  USGS QUAD   -  SHENANDOAH (1977)
 KW0044
 KW0044                         *CURRENT SURVEY CONTROL
 KW0044  ___________________________________________________________________
 KW0044* NAD 83(1986)-  40 48 53.     (N)    076 08 02.     (W)     SCALED    
 KW0044* NAVD 88     -       382.689  (meters)    1255.54   (feet)  ADJUSTED  
 KW0044  ___________________________________________________________________
 KW0044  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KW0044  DYNAMIC HT  -         382.494 (meters)    1254.90  (feet)  COMP
 KW0044  MODELED GRAV-     980,103.8   (mgal)                       NAVD 88
 KW0044
 KW0044  VERT ORDER  -  SECOND    CLASS 0
 KW0044
 KW0044.The horizontal coordinates were scaled from a topographic map and have
 KW0044.an estimated accuracy of +/- 6 seconds.
 KW0044
 KW0044.The orthometric height was determined by differential leveling
 KW0044.and adjusted by the National Geodetic Survey in June 1991..
 KW0044.WARNING-Repeat measurements at this control monument indicate possible
 KW0044.vertical movement.
 KW0044
 KW0044.The geoid height was determined by GEOID03.
 KW0044
 KW0044.The dynamic height is computed by dividing the NAVD 88
 KW0044.geopotential number by the normal gravity value computed on the
 KW0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0044.degrees latitude (g = 980.6199 gals.).
 KW0044
 KW0044.The modeled gravity was interpolated from observed gravity values.
 KW0044
 KW0044;                    North         East    Units  Estimated Accuracy
 KW0044;SPC PA S     -   165,740.      736,340.      MT  (+/- 180 meters Scaled)
 KW0044
 KW0044                          SUPERSEDED SURVEY CONTROL
 KW0044
 KW0044  NGVD 29 (??/??/??)  382.889  (m)         1256.19   (f) ADJUSTED    2 0
 KW0044
 KW0044.Superseded values are not recommended for survey control.
 KW0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0044.See file dsdata.txt to determine how the superseded data were derived.
 KW0044
 KW0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL043188(NAD 83)
 KW0044_MARKER: DB = BENCH MARK DISK
 KW0044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0044_SP_SET: WALL
 KW0044_STAMPING: H 40 1934
 KW0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0044
 KW0044  HISTORY     - Date     Condition        Report By
 KW0044  HISTORY     - 1934     MONUMENTED       CGS
 KW0044  HISTORY     - 1954     GOOD             CGS
 KW0044
 KW0044                          STATION DESCRIPTION
 KW0044
 KW0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0044'AT MAHANOY CITY.
 KW0044'AT MAHANOY CITY, SCHUYLKILL COUNTY, ABOUT 2,200 FEET EAST OF THE
 KW0044'READING CO. RAILWAY STATION, AT BRIDGE 108/69, IN THE NORTHWEST
 KW0044'WING WALL, 9 FEET WEST OF THE CENTER LINE OF THE SOUTHBOUND
 KW0044'TRACK, AND ABOUT LEVEL WITH THE TOP OF THE RAIL.  A STANDARD
 KW0044'DISK, STAMPED H 40 1934.
 KW0044
 KW0044                          STATION RECOVERY (1954)
 KW0044
 KW0044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 KW0044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2405 ***********************************************************************
 LY2405  DESIGNATION -  H 400
 LY2405  PID         -  LY2405
 LY2405  STATE/COUNTY-  PA/SUSQUEHANNA
 LY2405  USGS QUAD   -  GREAT BEND (1992)
 LY2405
 LY2405                         *CURRENT SURVEY CONTROL
 LY2405  ___________________________________________________________________
 LY2405* NAD 83(1986)-  41 57 38.     (N)    075 39 19.     (W)     SCALED    
 LY2405* NAVD 88     -       278.158  (meters)     912.59   (feet)  ADJUSTED  
 LY2405  ___________________________________________________________________
 LY2405  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 LY2405  DYNAMIC HT  -         278.055 (meters)     912.25  (feet)  COMP
 LY2405  MODELED GRAV-     980,246.9   (mgal)                       NAVD 88
 LY2405
 LY2405  VERT ORDER  -  FIRST     CLASS II
 LY2405
 LY2405.The horizontal coordinates were scaled from a topographic map and have
 LY2405.an estimated accuracy of +/- 6 seconds.
 LY2405
 LY2405.The orthometric height was determined by differential leveling
 LY2405.and adjusted by the National Geodetic Survey in June 1991..
 LY2405
 LY2405.The geoid height was determined by GEOID03.
 LY2405
 LY2405.The dynamic height is computed by dividing the NAVD 88
 LY2405.geopotential number by the normal gravity value computed on the
 LY2405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2405.degrees latitude (g = 980.6199 gals.).
 LY2405
 LY2405.The modeled gravity was interpolated from observed gravity values.
 LY2405
 LY2405;                    North         East    Units  Estimated Accuracy
 LY2405;SPC PA N     -   201,320.      773,640.      MT  (+/- 180 meters Scaled)
 LY2405
 LY2405                          SUPERSEDED SURVEY CONTROL
 LY2405
 LY2405.No superseded survey control is available for this station.
 LY2405
 LY2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM456456(NAD 83)
 LY2405_MARKER: I = METAL ROD
 LY2405_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2405_SP_SET: STAINLESS STEEL ROD
 LY2405_STAMPING: H 400 1982
 LY2405_MARK LOGO: NGS   
 LY2405_PROJECTION: FLUSH
 LY2405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2405_ROD/PIPE-DEPTH: 2.4  meters
 LY2405
 LY2405  HISTORY     - Date     Condition        Report By
 LY2405  HISTORY     - 1982     MONUMENTED       NGS
 LY2405
 LY2405                          STATION DESCRIPTION
 LY2405
 LY2405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2405'4.3 KM (2.7 MI) WEST FROM OAKLAND.
 LY2405'4.3 KM (2.7 MI) WEST ALONG STATE HIGHWAY 171 FROM THE JUNCTION OF
 LY2405'STATE HIGHWAY 92 IN OAKLAND, TO THE MARK ON THE RIGHT, IN THE
 LY2405'NORTHWEST ANGLE OF A DIRT ROAD LEADING NORTH, 5.60 METERS (18.3 FT)
 LY2405'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 5.80 METERS (19.0 FT)
 LY2405'WEST OF THE CENTER OF THE DIRT ROAD, 0.90 METER (2.9 FT) NORTHWEST OF
 LY2405'A UTILITY POLE WITH ONE GUY WIRE NUMBER 7-6-408.  NOTE--SEVERAL
 LY2405'ATTEMPTS WERE MADE TO DRIVE THE ROD, ROD WAS DRIVEN TO REFUSAL AND
 LY2405'ANCHORED AT 2.4 METERS.
 LY2405'THE MARK IS 0.15 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1785 ***********************************************************************
 KX1785  DESIGNATION -  H 401
 KX1785  PID         -  KX1785
 KX1785  STATE/COUNTY-  PA/ARMSTRONG
 KX1785  USGS QUAD   -  MOSGROVE (1993)
 KX1785
 KX1785                         *CURRENT SURVEY CONTROL
 KX1785  ___________________________________________________________________
 KX1785* NAD 83(1986)-  40 48 56.     (N)    079 28 55.     (W)     SCALED    
 KX1785* NAVD 88     -       300.914  (meters)     987.25   (feet)  ADJUSTED  
 KX1785  ___________________________________________________________________
 KX1785  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KX1785  DYNAMIC HT  -         300.767 (meters)     986.77  (feet)  COMP
 KX1785  MODELED GRAV-     980,128.8   (mgal)                       NAVD 88
 KX1785
 KX1785  VERT ORDER  -  FIRST     CLASS II
 KX1785
 KX1785.The horizontal coordinates were scaled from a topographic map and have
 KX1785.an estimated accuracy of +/- 6 seconds.
 KX1785
 KX1785.The orthometric height was determined by differential leveling
 KX1785.and adjusted by the National Geodetic Survey in June 1991..
 KX1785
 KX1785.The geoid height was determined by GEOID03.
 KX1785
 KX1785.The dynamic height is computed by dividing the NAVD 88
 KX1785.geopotential number by the normal gravity value computed on the
 KX1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1785.degrees latitude (g = 980.6199 gals.).
 KX1785
 KX1785.The modeled gravity was interpolated from observed gravity values.
 KX1785
 KX1785;                    North         East    Units  Estimated Accuracy
 KX1785;SPC PA S     -   166,010.      453,890.      MT  (+/- 180 meters Scaled)
 KX1785
 KX1785                          SUPERSEDED SURVEY CONTROL
 KX1785
 KX1785  NGVD 29 (06/03/92)  301.093  (m)          987.84   (f) ADJUSTED    1 2
 KX1785
 KX1785.Superseded values are not recommended for survey control.
 KX1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1785.See file dsdata.txt to determine how the superseded data were derived.
 KX1785
 KX1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF280193(NAD 83)
 KX1785_MARKER: I = METAL ROD
 KX1785_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KX1785+WITH SETTING: INFORMATION.
 KX1785_SP_SET: SHALLOW SET METAL ROD
 KX1785_STAMPING: H 401 1982
 KX1785_MARK LOGO: NGS   
 KX1785_PROJECTION: FLUSH
 KX1785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1785_ROD/PIPE-DEPTH: 2.4  meters
 KX1785
 KX1785  HISTORY     - Date     Condition        Report By
 KX1785  HISTORY     - 1982     MONUMENTED       NGS
 KX1785
 KX1785                          STATION DESCRIPTION
 KX1785
 KX1785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1785'1.0 KM (0.6 MI) WEST FROM SUNNYSIDE.
 KX1785'1.0 KM (0.6 MI) WEST ALONG STATE HIGHWAY 85 FROM WEST END OF THE
 KX1785'HIGHWAY BRIDGE OVER COWANSHANNOCK CREEK IN SUNNYSIDE TO THE MARK ON
 KX1785'THE RIGHT, ON THE EAST SIDE OF POWER POLE 353450 WITH A SECURITY LIGHT
 KX1785'AND AT EXIT ROAD OF BIG RIVER CORPORATION, 8.1 METERS (26.6 FT) EAST
 KX1785'NORTHEAST OF A HIGHWAY SIGN (SPEED LIMIT 35), 7.35 METERS (24.2 FT)
 KX1785'NORTH OF THE CENTER OF THE HIGHWAY, 4.45 METERS (14.59 FT) SOUTH
 KX1785'SOUTHWEST OF A METAL POLE WITH AN EXIT SIGN, AND 0.35 METERS (1.1 FT)
 KX1785'EAST OF POWER POLE 353450.  NOTE, SEVERAL ATTEMPTS WERE MADE TO DRIVE
 KX1785'THE ROD, ROD WAS DRIVEN TO REFUSAL AT 2.4 METERS (7.9 FT).
 KX1785'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1817 ***********************************************************************
 KX1817  DESIGNATION -  H 402
 KX1817  PID         -  KX1817
 KX1817  STATE/COUNTY-  PA/INDIANA
 KX1817  USGS QUAD   -  PLUMVILLE (1977)
 KX1817
 KX1817                         *CURRENT SURVEY CONTROL
 KX1817  ___________________________________________________________________
 KX1817* NAD 83(1986)-  40 47 22.     (N)    079 12 31.     (W)     SCALED    
 KX1817* NAVD 88     -       356.193  (meters)    1168.61   (feet)  ADJUSTED  
 KX1817  ___________________________________________________________________
 KX1817  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KX1817  DYNAMIC HT  -         356.017 (meters)    1168.03  (feet)  COMP
 KX1817  MODELED GRAV-     980,120.0   (mgal)                       NAVD 88
 KX1817
 KX1817  VERT ORDER  -  FIRST     CLASS II
 KX1817
 KX1817.The horizontal coordinates were scaled from a topographic map and have
 KX1817.an estimated accuracy of +/- 6 seconds.
 KX1817
 KX1817.The orthometric height was determined by differential leveling
 KX1817.and adjusted by the National Geodetic Survey in June 1991..
 KX1817
 KX1817.The geoid height was determined by GEOID03.
 KX1817
 KX1817.The dynamic height is computed by dividing the NAVD 88
 KX1817.geopotential number by the normal gravity value computed on the
 KX1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1817.degrees latitude (g = 980.6199 gals.).
 KX1817
 KX1817.The modeled gravity was interpolated from observed gravity values.
 KX1817
 KX1817;                    North         East    Units  Estimated Accuracy
 KX1817;SPC PA S     -   162,700.      476,900.      MT  (+/- 180 meters Scaled)
 KX1817
 KX1817                          SUPERSEDED SURVEY CONTROL
 KX1817
 KX1817  NGVD 29 (06/03/92)  356.365  (m)         1169.17   (f) ADJUSTED    1 2
 KX1817
 KX1817.Superseded values are not recommended for survey control.
 KX1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1817.See file dsdata.txt to determine how the superseded data were derived.
 KX1817
 KX1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF511169(NAD 83)
 KX1817_MARKER: I = METAL ROD
 KX1817_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KX1817+WITH SETTING: INFORMATION.
 KX1817_SP_SET: SHALLOW SET METAL ROD
 KX1817_STAMPING: H 402 1982
 KX1817_MARK LOGO: NGS   
 KX1817_PROJECTION: FLUSH
 KX1817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1817_ROD/PIPE-DEPTH: 2.4  meters
 KX1817
 KX1817  HISTORY     - Date     Condition        Report By
 KX1817  HISTORY     - 1982     MONUMENTED       NGS
 KX1817
 KX1817                          STATION DESCRIPTION
 KX1817
 KX1817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1817'4.3 KM (2.65 MI) WEST FROM PLUMVILLE.
 KX1817'4.3 KM (2.65 MI) WEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 KX1817'STATE HIGHWAY 210 NORTH IN PLUMVILLE TO THE MARK ON THE LEFT, ON THE
 KX1817'SOUTHEAST SIDE OF A TWO STORY FRAME HOUSE, AT THE SOUTHEAST CORNER OF
 KX1817'THE ENTRANCE TO THE BASEMENT, 33.5 METERS (110.0 FT) SOUTHWEST FROM
 KX1817'THE CENTER OF HIGHWAY 85, 10.2 METERS (33.5 FT) NORTHWEST FROM THE
 KX1817'CENTER OF A DRIVEWAY, 5.5 METERS (17.5 FT) SOUTHWEST FROM THE CORNER
 KX1817'OF THE PORCH, AND 0.55 METERS (1.9 FT) SOUTHEAST FROM THE ENTRANCE TO
 KX1817'THE BASEMENT.
 KX1817'THE MARK IS 5.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1852 ***********************************************************************
 KX1852  DESIGNATION -  H 403
 KX1852  PID         -  KX1852
 KX1852  STATE/COUNTY-  PA/JEFFERSON
 KX1852  USGS QUAD   -  PUNXSUTAWNEY (1994)
 KX1852
 KX1852                         *CURRENT SURVEY CONTROL
 KX1852  ___________________________________________________________________
 KX1852* NAD 83(1986)-  40 56 55.     (N)    078 56 06.     (W)     SCALED    
 KX1852* NAVD 88     -       416.693  (meters)    1367.10   (feet)  ADJUSTED  
 KX1852  ___________________________________________________________________
 KX1852  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KX1852  DYNAMIC HT  -         416.488 (meters)    1366.43  (feet)  COMP
 KX1852  MODELED GRAV-     980,120.3   (mgal)                       NAVD 88
 KX1852
 KX1852  VERT ORDER  -  FIRST     CLASS II
 KX1852
 KX1852.The horizontal coordinates were scaled from a topographic map and have
 KX1852.an estimated accuracy of +/- 6 seconds.
 KX1852
 KX1852.The orthometric height was determined by differential leveling
 KX1852.and adjusted by the National Geodetic Survey in June 1991..
 KX1852
 KX1852.The geoid height was determined by GEOID03.
 KX1852
 KX1852.The dynamic height is computed by dividing the NAVD 88
 KX1852.geopotential number by the normal gravity value computed on the
 KX1852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1852.degrees latitude (g = 980.6199 gals.).
 KX1852
 KX1852.The modeled gravity was interpolated from observed gravity values.
 KX1852
 KX1852;                    North         East    Units  Estimated Accuracy
 KX1852;SPC PA N     -    87,520.      500,230.      MT  (+/- 180 meters Scaled)
 KX1852
 KX1852                          SUPERSEDED SURVEY CONTROL
 KX1852
 KX1852  NGVD 29 (06/03/92)  416.851  (m)         1367.62   (f) ADJUSTED    1 2
 KX1852
 KX1852.Superseded values are not recommended for survey control.
 KX1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1852.See file dsdata.txt to determine how the superseded data were derived.
 KX1852
 KX1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF738351(NAD 83)
 KX1852_MARKER: I = METAL ROD
 KX1852_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KX1852_SP_SET: STAINLESS STEEL ROD
 KX1852_STAMPING: H 403 1982
 KX1852_MARK LOGO: NGS   
 KX1852_PROJECTION: FLUSH
 KX1852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1852_ROD/PIPE-DEPTH: 4.9  meters
 KX1852
 KX1852  HISTORY     - Date     Condition        Report By
 KX1852  HISTORY     - 1982     MONUMENTED       NGS
 KX1852
 KX1852                          STATION DESCRIPTION
 KX1852
 KX1852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1852'3.3 KM (2.05 MI) NE FROM PUNXSUTAWNEY.
 KX1852'3.3 KM (2.05 MI) NORTHEAST ALONG STATE HIGHWAY 119 NORTH
 KX1852'FROM THE CIVIC CENTER AND MUNICIPAL COMPLEX IN PUNXSUTAWNEY
 KX1852'TO THE MARK ON THE RIGHT, IN THE LAWN OF HALLS PLANT SHOP,
 KX1852'NEXT TO A POWER POLE, 12.2 METERS (40.0 FT) EAST OF THE
 KX1852'CENTERLINE OF THE HIGHWAY, 16.5 METERS (54.0 FT) NORTH OF THE
 KX1852'NORTHEAST CORNER OF HALLS PLANT SHOP, 1.9 METERS (6.5 FT)
 KX1852'NORTH-NORTHEAST OF A STEEL POLE WITH A SIGN FOR HALLS AUTO
 KX1852'SUPPLY, 0.91 METER (3.0 FT) SOUTH-SOUTHWEST OF THE POWER POLE.
 KX1852'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1892 ***********************************************************************
 KX1892  DESIGNATION -  H 404
 KX1892  PID         -  KX1892
 KX1892  STATE/COUNTY-  PA/ARMSTRONG
 KX1892  USGS QUAD   -  EAST BRADY (1993)
 KX1892
 KX1892                         *CURRENT SURVEY CONTROL
 KX1892  ___________________________________________________________________
 KX1892* NAD 83(1986)-  40 53 39.     (N)    079 35 18.     (W)     SCALED    
 KX1892* NAVD 88     -       438.931  (meters)    1440.06   (feet)  ADJUSTED  
 KX1892  ___________________________________________________________________
 KX1892  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 KX1892  DYNAMIC HT  -         438.717 (meters)    1439.36  (feet)  COMP
 KX1892  MODELED GRAV-     980,124.2   (mgal)                       NAVD 88
 KX1892
 KX1892  VERT ORDER  -  FIRST     CLASS II
 KX1892
 KX1892.The horizontal coordinates were scaled from a topographic map and have
 KX1892.an estimated accuracy of +/- 6 seconds.
 KX1892
 KX1892.The orthometric height was determined by differential leveling
 KX1892.and adjusted by the National Geodetic Survey in June 1991..
 KX1892
 KX1892.The geoid height was determined by GEOID03.
 KX1892
 KX1892.The dynamic height is computed by dividing the NAVD 88
 KX1892.geopotential number by the normal gravity value computed on the
 KX1892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1892.degrees latitude (g = 980.6199 gals.).
 KX1892
 KX1892.The modeled gravity was interpolated from observed gravity values.
 KX1892
 KX1892;                    North         East    Units  Estimated Accuracy
 KX1892;SPC PA S     -   174,920.      445,100.      MT  (+/- 180 meters Scaled)
 KX1892
 KX1892                          SUPERSEDED SURVEY CONTROL
 KX1892
 KX1892  NGVD 29 (06/03/92)  439.108  (m)         1440.64   (f) ADJUSTED    1 2
 KX1892
 KX1892.Superseded values are not recommended for survey control.
 KX1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1892.See file dsdata.txt to determine how the superseded data were derived.
 KX1892
 KX1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF189279(NAD 83)
 KX1892_MARKER: I = METAL ROD
 KX1892_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KX1892_SP_SET: STAINLESS STEEL ROD
 KX1892_STAMPING: H 404 1982
 KX1892_MARK LOGO: NGS   
 KX1892_PROJECTION: FLUSH
 KX1892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1892_ROD/PIPE-DEPTH: 2.4  meters
 KX1892
 KX1892  HISTORY     - Date     Condition        Report By
 KX1892  HISTORY     - 1982     MONUMENTED       NGS
 KX1892
 KX1892                          STATION DESCRIPTION
 KX1892
 KX1892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1892'0.2 KM (0.1 MI) SOUTH FROM COWANSVILLE.
 KX1892'0.6 KM (0.4 MI) NORTH ALONG STATE HIGHWAY 268 FROM THE POST OFFICE IN
 KX1892'COWANSVILLE TO MARK ON THE LEFT AT POWER POLE NO. 135365.  IT IS
 KX1892'8.2 METERS (27.0 FT) WEST FROM CENTERLINE OF STATE HIGHWAY 268,
 KX1892'17.7 METERS (58.0 FT) SOUTHWEST OF SUGAR CREEK TOWNSHIP LINE SIGN,
 KX1892'10.7 METERS (35.0 FT) SOUTH OF EAST FRANKLIN TOWNSHIP LINE SIGN,
 KX1892'5.8 METERS (18.9 FT) EAST OF FENCE AND 0.6 METER (2.0 FT)
 KX1892'NORTHEAST FROM POWER POLE NO. 135365.
 KX1892'THE MARK IS 0.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0150 ***********************************************************************
 ND0150  DESIGNATION -  H 405
 ND0150  PID         -  ND0150
 ND0150  STATE/COUNTY-  PA/ERIE
 ND0150  USGS QUAD   -  ERIE SOUTH (1996)
 ND0150
 ND0150                         *CURRENT SURVEY CONTROL
 ND0150  ___________________________________________________________________
 ND0150* NAD 83(1986)-  42 03 22.     (N)    080 01 37.     (W)     SCALED    
 ND0150* NAVD 88     -       357.600  (meters)    1173.23   (feet)  ADJUSTED  
 ND0150  ___________________________________________________________________
 ND0150  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 ND0150  DYNAMIC HT  -         357.462 (meters)    1172.77  (feet)  COMP
 ND0150  MODELED GRAV-     980,227.9   (mgal)                       NAVD 88
 ND0150
 ND0150  VERT ORDER  -  FIRST     CLASS II
 ND0150
 ND0150.The horizontal coordinates were scaled from a topographic map and have
 ND0150.an estimated accuracy of +/- 6 seconds.
 ND0150
 ND0150.The orthometric height was determined by differential leveling
 ND0150.and adjusted by the National Geodetic Survey in June 1991..
 ND0150
 ND0150.The geoid height was determined by GEOID03.
 ND0150
 ND0150.The dynamic height is computed by dividing the NAVD 88
 ND0150.geopotential number by the normal gravity value computed on the
 ND0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0150.degrees latitude (g = 980.6199 gals.).
 ND0150
 ND0150.The modeled gravity was interpolated from observed gravity values.
 ND0150
 ND0150;                    North         East    Units  Estimated Accuracy
 ND0150;SPC PA N     -   212,320.      411,540.      MT  (+/- 180 meters Scaled)
 ND0150
 ND0150                          SUPERSEDED SURVEY CONTROL
 ND0150
 ND0150  NGVD 29 (06/03/92)  357.770  (m)         1173.78   (f) ADJUSTED    1 2
 ND0150
 ND0150.Superseded values are not recommended for survey control.
 ND0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0150.See file dsdata.txt to determine how the superseded data were derived.
 ND0150
 ND0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG805564(NAD 83)
 ND0150_MARKER: I = METAL ROD
 ND0150_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ND0150_SP_SET: STAINLESS STEEL ROD
 ND0150_STAMPING: H 405 1982
 ND0150_MARK LOGO: NGS   
 ND0150_PROJECTION: FLUSH
 ND0150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0150_ROD/PIPE-DEPTH: 3.6  meters
 ND0150
 ND0150  HISTORY     - Date     Condition        Report By
 ND0150  HISTORY     - 1982     MONUMENTED       NGS
 ND0150
 ND0150                          STATION DESCRIPTION
 ND0150
 ND0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ND0150'7.5 KM (4.65 MI) SE FROM ERIE.
 ND0150'7.5 KM (4.65 MI) SOUTHEAST ALONG STATE HIGHWAY 97 TO A GRAVEL ROAD
 ND0150'LEFT (HULL DRIVE) LEADING INTO POPPS MOBILE HOME PARK AND AT POWER
 ND0150'POLE NO. B-4184, 10.7 METERS (35.0 FT) NORTHEAST OF
 ND0150'CENTERLINE OF STATE HIGHWAY 97, 6.9 METERS (22.5 FT) SOUTHEAST OF
 ND0150'CENTERLINE OF A GRAVEL ROAD LEFT (HULL DRIVE) AND 2.9 METERS (9.5
 ND0150'FT) NORTH OF POWER POLE NO. B-4184.
 ND0150'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1773 ***********************************************************************
 MB1773  DESIGNATION -  H 406
 MB1773  PID         -  MB1773
 MB1773  STATE/COUNTY-  PA/CRAWFORD
 MB1773  USGS QUAD   -  CAMBRIDGE SPRINGS (1975)
 MB1773
 MB1773                         *CURRENT SURVEY CONTROL
 MB1773  ___________________________________________________________________
 MB1773* NAD 83(1986)-  41 46 54.     (N)    080 06 04.     (W)     SCALED    
 MB1773* NAVD 88     -       362.740  (meters)    1190.09   (feet)  ADJUSTED  
 MB1773  ___________________________________________________________________
 MB1773  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 MB1773  DYNAMIC HT  -         362.590 (meters)    1189.60  (feet)  COMP
 MB1773  MODELED GRAV-     980,198.6   (mgal)                       NAVD 88
 MB1773
 MB1773  VERT ORDER  -  FIRST     CLASS II
 MB1773
 MB1773.The horizontal coordinates were scaled from a topographic map and have
 MB1773.an estimated accuracy of +/- 6 seconds.
 MB1773
 MB1773.The orthometric height was determined by differential leveling
 MB1773.and adjusted by the National Geodetic Survey in June 1991..
 MB1773
 MB1773.The geoid height was determined by GEOID03.
 MB1773
 MB1773.The dynamic height is computed by dividing the NAVD 88
 MB1773.geopotential number by the normal gravity value computed on the
 MB1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1773.degrees latitude (g = 980.6199 gals.).
 MB1773
 MB1773.The modeled gravity was interpolated from observed gravity values.
 MB1773
 MB1773;                    North         East    Units  Estimated Accuracy
 MB1773;SPC PA N     -   182,010.      404,570.      MT  (+/- 180 meters Scaled)
 MB1773
 MB1773                          SUPERSEDED SURVEY CONTROL
 MB1773
 MB1773  NGVD 29 (06/03/92)  362.894  (m)         1190.59   (f) ADJUSTED    1 2
 MB1773
 MB1773.Superseded values are not recommended for survey control.
 MB1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1773.See file dsdata.txt to determine how the superseded data were derived.
 MB1773
 MB1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG746259(NAD 83)
 MB1773_MARKER: I = METAL ROD
 MB1773_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1773_SP_SET: STAINLESS STEEL ROD
 MB1773_STAMPING: H 406 1982
 MB1773_MARK LOGO: NGS   
 MB1773_PROJECTION: FLUSH
 MB1773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1773_ROD/PIPE-DEPTH: 6.0  meters
 MB1773
 MB1773  HISTORY     - Date     Condition        Report By
 MB1773  HISTORY     - 1982     MONUMENTED       NGS
 MB1773  HISTORY     - 20040212 POOR             PADT
 MB1773
 MB1773                          STATION DESCRIPTION
 MB1773
 MB1773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MB1773'1.3 KM (0.8 MI) NE FROM VENANGO.
 MB1773'4.6 KM (2.85 MI) SOUTHWEST ALONG U.S. HIGHWAY FROM THE BRIDGE OVER
 MB1773'FRENCH CREEK IN CAMBRIDGE SPRINGS TO THE MARK ON THE RIGHT AT POWER
 MB1773'POLE NO. 61596, 6.5 METERS (21.5 FT) NORTH-NORTHWEST FROM THE
 MB1773'CENTERLINE OF U.S. HIGHWAY 19 AND 0.42 METERS (1.4 FT) NORTHEAST OF
 MB1773'POWER POLE NO. 61595.
 MB1773'THE MARK IS 0.6 M BELOW HIGHWAY.
 MB1773
 MB1773                          STATION RECOVERY (2004)
 MB1773
 MB1773'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (JAW)
 MB1773'NEW PENNDOT ESTABLISHED ELEVATION = 362.768 M
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1791 ***********************************************************************
 MA1791  DESIGNATION -  H 407
 MA1791  PID         -  MA1791
 MA1791  STATE/COUNTY-  PA/VENANGO
 MA1791  USGS QUAD   -  EMLENTON (1979)
 MA1791
 MA1791                         *CURRENT SURVEY CONTROL
 MA1791  ___________________________________________________________________
 MA1791* NAD 83(1986)-  41 12 24.     (N)    079 42 40.     (W)     SCALED    
 MA1791* NAVD 88     -       386.246  (meters)    1267.21   (feet)  ADJUSTED  
 MA1791  ___________________________________________________________________
 MA1791  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 MA1791  DYNAMIC HT  -         386.070 (meters)    1266.63  (feet)  COMP
 MA1791  MODELED GRAV-     980,158.1   (mgal)                       NAVD 88
 MA1791
 MA1791  VERT ORDER  -  FIRST     CLASS II
 MA1791
 MA1791.The horizontal coordinates were scaled from a topographic map and have
 MA1791.an estimated accuracy of +/- 6 seconds.
 MA1791
 MA1791.The orthometric height was determined by differential leveling
 MA1791.and adjusted by the National Geodetic Survey in June 1991..
 MA1791
 MA1791.The geoid height was determined by GEOID03.
 MA1791
 MA1791.The dynamic height is computed by dividing the NAVD 88
 MA1791.geopotential number by the normal gravity value computed on the
 MA1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1791.degrees latitude (g = 980.6199 gals.).
 MA1791
 MA1791.The modeled gravity was interpolated from observed gravity values.
 MA1791
 MA1791;                    North         East    Units  Estimated Accuracy
 MA1791;SPC PA N     -   117,360.      435,540.      MT  (+/- 180 meters Scaled)
 MA1791
 MA1791                          SUPERSEDED SURVEY CONTROL
 MA1791
 MA1791  NGVD 29 (06/03/92)  386.418  (m)         1267.77   (f) ADJUSTED    1 2
 MA1791
 MA1791.Superseded values are not recommended for survey control.
 MA1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1791.See file dsdata.txt to determine how the superseded data were derived.
 MA1791
 MA1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF080625(NAD 83)
 MA1791_MARKER: I = METAL ROD
 MA1791_SETTING: 66 = SET IN ROCK OUTCROP
 MA1791_SP_SET: ROCK OUTCROP
 MA1791_STAMPING: H 407 1982
 MA1791_MARK LOGO: NGS   
 MA1791_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA1791+STABILITY: POSITION/ELEVATION WELL
 MA1791
 MA1791  HISTORY     - Date     Condition        Report By
 MA1791  HISTORY     - 1982     MONUMENTED       NGS
 MA1791
 MA1791                          STATION DESCRIPTION
 MA1791
 MA1791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MA1791'3.2 KM (2.0 MI) WEST FROM EMLENTON.
 MA1791'0.5 KM (0.3 MI) EAST ALONG STATE HIGHWAY 38 FROM THE BRIDGE OVER THE
 MA1791'ALLEGHENY RIVER IN EMLENTON, THENCE 1.3 KM (0.8 MI) NORTHWEST ALONG
 MA1791'KERR AVENUE.  THENCE 2.9 KM (1.8 MI) NORTH ALONG DOTTER ROAD TO A
 MA1791'SIDE ROAD RIGHT, AND THE MARK ON THE RIGHT, IN THE NORTHEAST ANGLE OF
 MA1791'THE INTERSECTION.  16.4 METERS (54.0 FT) NORTHEAST OF THE CENTER OF
 MA1791'DOTTER ROAD, 2.4 METERS (8.0 FT) WEST OF THE CENTER OF SIDE ROAD
 MA1791'RIGHT.  PIPE IS FLUSH WITH THE GROUND.
 MA1791'THE MARK IS 1.0 METERS  E FROM A WITNESS POST.
 MA1791'THE MARK IS 3.6 M ABOVE DOTTER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1816 ***********************************************************************
 MA1816  DESIGNATION -  H 408
 MA1816  PID         -  MA1816
 MA1816  STATE/COUNTY-  PA/VENANGO
 MA1816  USGS QUAD   -  FRANKLIN (1972)
 MA1816
 MA1816                         *CURRENT SURVEY CONTROL
 MA1816  ___________________________________________________________________
 MA1816* NAD 83(1986)-  41 25 05.     (N)    079 52 22.     (W)     SCALED    
 MA1816* NAVD 88     -       314.581  (meters)    1032.09   (feet)  ADJUSTED  
 MA1816  ___________________________________________________________________
 MA1816  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 MA1816  DYNAMIC HT  -         314.444 (meters)    1031.64  (feet)  COMP
 MA1816  MODELED GRAV-     980,179.1   (mgal)                       NAVD 88
 MA1816
 MA1816  VERT ORDER  -  FIRST     CLASS II
 MA1816
 MA1816.The horizontal coordinates were scaled from a topographic map and have
 MA1816.an estimated accuracy of +/- 6 seconds.
 MA1816
 MA1816.The orthometric height was determined by differential leveling
 MA1816.and adjusted by the National Geodetic Survey in June 1991..
 MA1816
 MA1816.The geoid height was determined by GEOID03.
 MA1816
 MA1816.The dynamic height is computed by dividing the NAVD 88
 MA1816.geopotential number by the normal gravity value computed on the
 MA1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1816.degrees latitude (g = 980.6199 gals.).
 MA1816
 MA1816.The modeled gravity was interpolated from observed gravity values.
 MA1816
 MA1816;                    North         East    Units  Estimated Accuracy
 MA1816;SPC PA N     -   141,150.      422,560.      MT  (+/- 180 meters Scaled)
 MA1816
 MA1816                          SUPERSEDED SURVEY CONTROL
 MA1816
 MA1816  NGVD 29 (06/03/92)  314.735  (m)         1032.59   (f) ADJUSTED    1 2
 MA1816
 MA1816.Superseded values are not recommended for survey control.
 MA1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1816.See file dsdata.txt to determine how the superseded data were derived.
 MA1816
 MA1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF942857(NAD 83)
 MA1816_MARKER: I = METAL ROD
 MA1816_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MA1816_SP_SET: STAINLESS STEEL ROD
 MA1816_STAMPING: H 408 1982
 MA1816_MARK LOGO: NGS   
 MA1816_PROJECTION: FLUSH
 MA1816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1816_ROD/PIPE-DEPTH: 4.7  meters
 MA1816
 MA1816  HISTORY     - Date     Condition        Report By
 MA1816  HISTORY     - 1982     MONUMENTED       NGS
 MA1816
 MA1816                          STATION DESCRIPTION
 MA1816
 MA1816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MA1816'4.3 KM (2.7 MI) SE FROM WYATTVILLE.
 MA1816'4.3 KM (2.7 MI) SOUTHEAST ALONG U.S. HIGHWAY 322 FROM THE JUNCTION
 MA1816'OF STATE HIGHWAY 427 AND U.S. HIGHWAY 322 IN WYATTVILLE.  TO THE MARK
 MA1816'ON THE LEFT.  5.3 KM (3.3 MI) NORTHWEST ALONG U.S. HIGHWAY 322 FROM
 MA1816'THE BRIDGE OVER FRENCH CREEK IN FRANKLIN TO THE MARK ON THE RIGHT.
 MA1816'10.5 METERS (34.0 FT) NORTHEAST FROM THE CENTERLINE OF
 MA1816'U.S. HIGHWAY 322, 27.1 METERS (89.0 FT)
 MA1816'NORTHWEST FROM THE CENTER OF THE DRIVEWAY, 0.6 METERS (2.0 FT)
 MA1816'SOUTHEAST FROM A POWER POLE NUMBER (84), AND 18.0 METERS (59.0 FT)
 MA1816'NORTHWEST FROM A GAS METER.
 MA1816'THE MARK IS 0.7 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1471 ***********************************************************************
 KW1471  DESIGNATION -  H 41
 KW1471  PID         -  KW1471
 KW1471  STATE/COUNTY-  PA/DAUPHIN
 KW1471  USGS QUAD   -  LYKENS (1977)
 KW1471
 KW1471                         *CURRENT SURVEY CONTROL
 KW1471  ___________________________________________________________________
 KW1471* NAD 83(1986)-  40 33 56.     (N)    076 42 08.     (W)     SCALED    
 KW1471* NAVD 88     -       213.685  (meters)     701.06   (feet)  ADJUSTED  
 KW1471  ___________________________________________________________________
 KW1471  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KW1471  DYNAMIC HT  -         213.581 (meters)     700.72  (feet)  COMP
 KW1471  MODELED GRAV-     980,130.5   (mgal)                       NAVD 88
 KW1471
 KW1471  VERT ORDER  -  SECOND    CLASS 0
 KW1471
 KW1471.The horizontal coordinates were scaled from a topographic map and have
 KW1471.an estimated accuracy of +/- 6 seconds.
 KW1471
 KW1471.The orthometric height was determined by differential leveling
 KW1471.and adjusted by the National Geodetic Survey in June 1991..
 KW1471
 KW1471.The geoid height was determined by GEOID03.
 KW1471
 KW1471.The dynamic height is computed by dividing the NAVD 88
 KW1471.geopotential number by the normal gravity value computed on the
 KW1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1471.degrees latitude (g = 980.6199 gals.).
 KW1471
 KW1471.The modeled gravity was interpolated from observed gravity values.
 KW1471
 KW1471;                    North         East    Units  Estimated Accuracy
 KW1471;SPC PA S     -   137,350.      688,730.      MT  (+/- 180 meters Scaled)
 KW1471
 KW1471                          SUPERSEDED SURVEY CONTROL
 KW1471
 KW1471  NGVD 29 (??/??/??)  213.933  (m)          701.88   (f) ADJUSTED    2 0
 KW1471
 KW1471.Superseded values are not recommended for survey control.
 KW1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1471.See file dsdata.txt to determine how the superseded data were derived.
 KW1471
 KW1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK559919(NAD 83)
 KW1471_MARKER: DB = BENCH MARK DISK
 KW1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1471_STAMPING: H 41 1934
 KW1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1471+STABILITY: SURFACE MOTION
 KW1471
 KW1471  HISTORY     - Date     Condition        Report By
 KW1471  HISTORY     - 1934     MONUMENTED       CGS
 KW1471  HISTORY     - 1958     GOOD             CGS
 KW1471  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KW1471  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW1471
 KW1471                          STATION DESCRIPTION
 KW1471
 KW1471'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KW1471'AT LYKENS.
 KW1471'AT LYKENS, DAUPHIN COUNTY, ON THE PENNSYLVANIA RAILROAD, 250
 KW1471'FEET SOUTH OF THE STATION, 35 FEET SOUTH OF POLE 5/01,
 KW1471'OPPOSITE FIRE HOUSE 2, 171 FEET SOUTH OF THE CENTERLINE OF MARKET
 KW1471'STREET, 68 FEET EAST OF THE EAST RAIL, AND ABOUT 5 FEET HIGHER
 KW1471'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED H 41 1934
 KW1471'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK IS 18 INCHES
 KW1471'WEST OF AN 18 INCH CHERRY TREE, SET FLUSH IN GROUND IN A
 KW1471'FENCE LINE AT THE SOUTHERLY EDGE OF A PAVED ROAD, ALONG
 KW1471'SOUTHERLY SIDE OF RAILROAD TRACKS.
 KW1471
 KW1471                          STATION RECOVERY (1987)
 KW1471
 KW1471'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 KW1471'MARK NOT FOUND.
 KW1471
 KW1471                          STATION RECOVERY (1989)
 KW1471
 KW1471'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1471'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1577 ***********************************************************************
 LZ1577  DESIGNATION -  H 411
 LZ1577  PID         -  LZ1577
 LZ1577  STATE/COUNTY-  PA/BRADFORD
 LZ1577  USGS QUAD   -  GILLETT (1969)
 LZ1577
 LZ1577                         *CURRENT SURVEY CONTROL
 LZ1577  ___________________________________________________________________
 LZ1577* NAD 83(1986)-  41 58 01.     (N)    076 46 21.     (W)     SCALED    
 LZ1577* NAVD 88     -       362.172  (meters)    1188.23   (feet)  ADJUSTED  
 LZ1577  ___________________________________________________________________
 LZ1577  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 LZ1577  DYNAMIC HT  -         362.023 (meters)    1187.74  (feet)  COMP
 LZ1577  MODELED GRAV-     980,202.0   (mgal)                       NAVD 88
 LZ1577
 LZ1577  VERT ORDER  -  FIRST     CLASS II
 LZ1577
 LZ1577.The horizontal coordinates were scaled from a topographic map and have
 LZ1577.an estimated accuracy of +/- 6 seconds.
 LZ1577
 LZ1577.The orthometric height was determined by differential leveling
 LZ1577.and adjusted by the National Geodetic Survey in June 1991..
 LZ1577
 LZ1577.The geoid height was determined by GEOID03.
 LZ1577
 LZ1577.The dynamic height is computed by dividing the NAVD 88
 LZ1577.geopotential number by the normal gravity value computed on the
 LZ1577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1577.degrees latitude (g = 980.6199 gals.).
 LZ1577
 LZ1577.The modeled gravity was interpolated from observed gravity values.
 LZ1577
 LZ1577;                    North         East    Units  Estimated Accuracy
 LZ1577;SPC PA N     -   200,390.      681,030.      MT  (+/- 180 meters Scaled)
 LZ1577
 LZ1577                          SUPERSEDED SURVEY CONTROL
 LZ1577
 LZ1577.No superseded survey control is available for this station.
 LZ1577
 LZ1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM531476(NAD 83)
 LZ1577_MARKER: I = METAL ROD
 LZ1577_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LZ1577_SP_SET: STAINLESS STEEL ROD
 LZ1577_STAMPING: H 411 1983
 LZ1577_MARK LOGO: NGS   
 LZ1577_PROJECTION: FLUSH
 LZ1577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1577_ROD/PIPE-DEPTH: 5.1  meters
 LZ1577
 LZ1577  HISTORY     - Date     Condition        Report By
 LZ1577  HISTORY     - 1983     MONUMENTED       NGS
 LZ1577
 LZ1577                          STATION DESCRIPTION
 LZ1577
 LZ1577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LZ1577'2.4 KM (1.5 MI) SOUTH FROM FASSETT.
 LZ1577'2.4 KM (1.5 MI) SOUTH ALONG STATE HIGHWAY 14 FROM THE BRIDGE OVER
 LZ1577'SOUTH CREEK IN FASSETT TO THE MARK ON THE LEFT, ALSO 2.1 KM (1.3 MI)
 LZ1577'NORTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE IN GILLETT,
 LZ1577'12.9 METERS (42.5 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 LZ1577'4.8 METERS (16.0 FT) NORTH OF A 14-INCH ELM TREE.
 LZ1577'THE MARK IS 0.60 METERS  SW FROM A WITNESS POST.
 LZ1577'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1602 ***********************************************************************
 LZ1602  DESIGNATION -  H 412
 LZ1602  PID         -  LZ1602
 LZ1602  STATE/COUNTY-  PA/TIOGA
 LZ1602  USGS QUAD   -  RALSTON (1986)
 LZ1602
 LZ1602                         *CURRENT SURVEY CONTROL
 LZ1602  ___________________________________________________________________
 LZ1602* NAD 83(1986)-  41 34 28.     (N)    076 55 34.     (W)     SCALED    
 LZ1602* NAVD 88     -       319.722  (meters)    1048.95   (feet)  ADJUSTED  
 LZ1602  ___________________________________________________________________
 LZ1602  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 LZ1602  DYNAMIC HT  -         319.583 (meters)    1048.50  (feet)  COMP
 LZ1602  MODELED GRAV-     980,179.1   (mgal)                       NAVD 88
 LZ1602
 LZ1602  VERT ORDER  -  FIRST     CLASS II
 LZ1602
 LZ1602.The horizontal coordinates were scaled from a topographic map and have
 LZ1602.an estimated accuracy of +/- 6 seconds.
 LZ1602
 LZ1602.The orthometric height was determined by differential leveling
 LZ1602.and adjusted by the National Geodetic Survey in June 1991..
 LZ1602
 LZ1602.The geoid height was determined by GEOID03.
 LZ1602
 LZ1602.The dynamic height is computed by dividing the NAVD 88
 LZ1602.geopotential number by the normal gravity value computed on the
 LZ1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1602.degrees latitude (g = 980.6199 gals.).
 LZ1602
 LZ1602.The modeled gravity was interpolated from observed gravity values.
 LZ1602
 LZ1602;                    North         East    Units  Estimated Accuracy
 LZ1602;SPC PA N     -   156,670.      668,710.      MT  (+/- 180 meters Scaled)
 LZ1602
 LZ1602                          SUPERSEDED SURVEY CONTROL
 LZ1602
 LZ1602.No superseded survey control is available for this station.
 LZ1602
 LZ1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM394043(NAD 83)
 LZ1602_MARKER: DB = BENCH MARK DISK
 LZ1602_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LZ1602_SP_SET: WINGWALL
 LZ1602_STAMPING: H 412 1983
 LZ1602_MARK LOGO: NGS   
 LZ1602_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ1602+STABILITY: POSITION/ELEVATION WELL
 LZ1602
 LZ1602  HISTORY     - Date     Condition        Report By
 LZ1602  HISTORY     - 1983     MONUMENTED       NGS
 LZ1602
 LZ1602                          STATION DESCRIPTION
 LZ1602
 LZ1602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LZ1602'2.9 KM (1.85 MI) NORTH FROM ROARING BRANCH.
 LZ1602'2.9 KM (1.85 MI) NORTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE IN
 LZ1602'ROARING BRANCH TO THE MARK ON THE LEFT, IN THE NORTHWEST WINGWALL OF A
 LZ1602'BRIDGE, 5.3 METERS (17.5 FT) WEST OF THE CENTERLINE OF HIGHWAY.
 LZ1602'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1632 ***********************************************************************
 LZ1632  DESIGNATION -  H 413
 LZ1632  PID         -  LZ1632
 LZ1632  STATE/COUNTY-  PA/LYCOMING
 LZ1632  USGS QUAD   -  MONTOURSVILLE SOUTH (1994)
 LZ1632
 LZ1632                         *CURRENT SURVEY CONTROL
 LZ1632  ___________________________________________________________________
 LZ1632* NAD 83(1986)-  41 11 52.     (N)    076 55 08.     (W)     SCALED    
 LZ1632* NAVD 88     -       264.948  (meters)     869.25   (feet)  ADJUSTED  
 LZ1632  ___________________________________________________________________
 LZ1632  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LZ1632  DYNAMIC HT  -         264.830 (meters)     868.86  (feet)  COMP
 LZ1632  MODELED GRAV-     980,173.8   (mgal)                       NAVD 88
 LZ1632
 LZ1632  VERT ORDER  -  FIRST     CLASS II
 LZ1632
 LZ1632.The horizontal coordinates were scaled from a topographic map and have
 LZ1632.an estimated accuracy of +/- 6 seconds.
 LZ1632
 LZ1632.The orthometric height was determined by differential leveling
 LZ1632.and adjusted by the National Geodetic Survey in June 1991..
 LZ1632
 LZ1632.The geoid height was determined by GEOID03.
 LZ1632
 LZ1632.The dynamic height is computed by dividing the NAVD 88
 LZ1632.geopotential number by the normal gravity value computed on the
 LZ1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1632.degrees latitude (g = 980.6199 gals.).
 LZ1632
 LZ1632.The modeled gravity was interpolated from observed gravity values.
 LZ1632
 LZ1632;                    North         East    Units  Estimated Accuracy
 LZ1632;SPC PA N     -   114,840.      669,710.      MT  (+/- 180 meters Scaled)
 LZ1632
 LZ1632                          SUPERSEDED SURVEY CONTROL
 LZ1632
 LZ1632.No superseded survey control is available for this station.
 LZ1632
 LZ1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL390624(NAD 83)
 LZ1632_MARKER: I = METAL ROD
 LZ1632_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LZ1632+WITH SETTING: INFORMATION.
 LZ1632_SP_SET: SHALLOW SET METAL ROD
 LZ1632_STAMPING: H 413 1983
 LZ1632_MARK LOGO: NGS   
 LZ1632_PROJECTION: FLUSH
 LZ1632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1632_ROD/PIPE-DEPTH: 3.0  meters
 LZ1632
 LZ1632  HISTORY     - Date     Condition        Report By
 LZ1632  HISTORY     - 1983     MONUMENTED       NGS
 LZ1632
 LZ1632                          STATION DESCRIPTION
 LZ1632
 LZ1632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LZ1632'10.5 KM (6.55 MI) NORTH FROM ALLENWOOD.
 LZ1632'10.5 KM (6.55 MI) NORTH ALONG U.S. HIGHWAY 15 FROM THE POST OFFICE IN
 LZ1632'ALLENWOOD TO THE MARK ON THE LEFT, AT CABLE POLE A 518 AND ACROSS THE
 LZ1632'ROAD FROM B AND C GARAGE, ALSO 9.5 KM (5.95 MI) SOUTH ALONG U.S.
 LZ1632'HIGHWAY 15 FROM THE MARKET STREET BRIDGE OVER THE SUSQUEHANNA RIVER IN
 LZ1632'WILLIAMSPORT, 9.6 METERS (31.5 FT) WEST OF CENTERLINE OF U.S. HIGHWAY
 LZ1632'15, 0.45 METER (1.5 FT) NORTH OF CABLE POLE A 518.  NOTE--SEVERAL
 LZ1632'ATTEMPTS WERE MADE TO DRIVE THE ROD AND IT WAS DRIVEN TO REFUSAL AND
 LZ1632'ANCHORED AT 3.0 METERS.
 LZ1632'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY2926 ***********************************************************************
 KY2926  DESIGNATION -  H 414
 KY2926  PID         -  KY2926
 KY2926  STATE/COUNTY-  PA/BUTLER
 KY2926  USGS QUAD   -  EVANS CITY (1977)
 KY2926
 KY2926                         *CURRENT SURVEY CONTROL
 KY2926  ___________________________________________________________________
 KY2926* NAD 83(1986)-  40 46 13.     (N)    080 04 18.     (W)     SCALED    
 KY2926* NAVD 88     -       285.799  (meters)     937.66   (feet)  ADJUSTED  
 KY2926  ___________________________________________________________________
 KY2926  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KY2926  DYNAMIC HT  -         285.652 (meters)     937.18  (feet)  COMP
 KY2926  MODELED GRAV-     980,105.3   (mgal)                       NAVD 88
 KY2926
 KY2926  VERT ORDER  -  FIRST     CLASS II
 KY2926
 KY2926.The horizontal coordinates were scaled from a topographic map and have
 KY2926.an estimated accuracy of +/- 6 seconds.
 KY2926
 KY2926.The orthometric height was determined by differential leveling
 KY2926.and adjusted by the National Geodetic Survey in June 1991..
 KY2926
 KY2926.The geoid height was determined by GEOID03.
 KY2926
 KY2926.The dynamic height is computed by dividing the NAVD 88
 KY2926.geopotential number by the normal gravity value computed on the
 KY2926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2926.degrees latitude (g = 980.6199 gals.).
 KY2926
 KY2926.The modeled gravity was interpolated from observed gravity values.
 KY2926
 KY2926;                    North         East    Units  Estimated Accuracy
 KY2926;SPC PA S     -   162,130.      404,020.      MT  (+/- 180 meters Scaled)
 KY2926
 KY2926                          SUPERSEDED SURVEY CONTROL
 KY2926
 KY2926  NGVD 29 (06/03/92)  285.934  (m)          938.10   (f) ADJUSTED    1 2
 KY2926
 KY2926.Superseded values are not recommended for survey control.
 KY2926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2926.See file dsdata.txt to determine how the superseded data were derived.
 KY2926
 KY2926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF783136(NAD 83)
 KY2926_MARKER: DD = SURVEY DISK
 KY2926_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KY2926_SP_SET: WINGWALL
 KY2926_STAMPING: H 414 1983
 KY2926_MARK LOGO: PADH  
 KY2926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY2926+STABILITY: SURFACE MOTION
 KY2926
 KY2926  HISTORY     - Date     Condition        Report By
 KY2926  HISTORY     - 1983     MONUMENTED       PADH
 KY2926
 KY2926                          STATION DESCRIPTION
 KY2926
 KY2926'DESCRIBED BY PA DEPT OF HIGHWAYS 1983
 KY2926'IN EVANS CITY.
 KY2926'IN EVANS CITY, 0.6 KM (0.4 MI) WEST ALONG STATE HIGHWAY 68 FROM THE
 KY2926'BRIDGE OVER BREAKNECK CREEK, IN THE SOUTHWEST WINGWALL OF A BRIDGE
 KY2926'OVER A SMALL CREEK, 7.0 METERS (23.0 FT) SOUTHWEST OF THE CENTERLINE
 KY2926'OF THE HIGHWAY.
 KY2926'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0846 ***********************************************************************
 NC0846  DESIGNATION -  H 415
 NC0846  PID         -  NC0846
 NC0846  STATE/COUNTY-  PA/ERIE
 NC0846  USGS QUAD   -  NORTH EAST (1996)
 NC0846
 NC0846                         *CURRENT SURVEY CONTROL
 NC0846  ___________________________________________________________________
 NC0846* NAD 83(1986)-  42 14 01.     (N)    079 46 47.     (W)     SCALED    
 NC0846* NAVD 88     -       246.389  (meters)     808.36   (feet)  ADJUSTED  
 NC0846  ___________________________________________________________________
 NC0846  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 NC0846  DYNAMIC HT  -         246.301 (meters)     808.07  (feet)  COMP
 NC0846  MODELED GRAV-     980,259.0   (mgal)                       NAVD 88
 NC0846
 NC0846  VERT ORDER  -  FIRST     CLASS II
 NC0846
 NC0846.The horizontal coordinates were scaled from a topographic map and have
 NC0846.an estimated accuracy of +/- 6 seconds.
 NC0846
 NC0846.The orthometric height was determined by differential leveling
 NC0846.and adjusted by the National Geodetic Survey in November 1993..
 NC0846
 NC0846.The geoid height was determined by GEOID03.
 NC0846
 NC0846.The dynamic height is computed by dividing the NAVD 88
 NC0846.geopotential number by the normal gravity value computed on the
 NC0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0846.degrees latitude (g = 980.6199 gals.).
 NC0846
 NC0846.The modeled gravity was interpolated from observed gravity values.
 NC0846
 NC0846;                    North         East    Units  Estimated Accuracy
 NC0846;SPC PA N     -   231,520.      432,460.      MT  (+/- 180 meters Scaled)
 NC0846
 NC0846                          SUPERSEDED SURVEY CONTROL
 NC0846
 NC0846  NAVD 88 (06/15/91)  246.389  (m)          808.36   (f) UNKNOWN     1 2
 NC0846  NGVD 29 (06/03/92)  246.556  (m)          808.91   (f) ADJUSTED    1 2
 NC0846
 NC0846.Superseded values are not recommended for survey control.
 NC0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0846.See file dsdata.txt to determine how the superseded data were derived.
 NC0846
 NC0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG006764(NAD 83)
 NC0846_MARKER: DB = BENCH MARK DISK
 NC0846_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NC0846_SP_SET: PIER
 NC0846_STAMPING: H 415 1983
 NC0846_MARK LOGO: NGS   
 NC0846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC0846+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 NC0846
 NC0846  HISTORY     - Date     Condition        Report By
 NC0846  HISTORY     - 1983     MONUMENTED       NGS
 NC0846  HISTORY     - 20051015 GOOD             USPSQD
 NC0846
 NC0846                          STATION DESCRIPTION
 NC0846
 NC0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NC0846'5.1 KM (3.2 MI) EAST FROM NORTH EAST.
 NC0846'5.1 KM (3.2 MI) EAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE IN
 NC0846'NORTH EAST, SET VERTICALLY IN THE NORTHEAST FACE OF THE WESTBOUND
 NC0846'INTERSTATE 90 OVERPASS BRIDGE, ALSO 6.9 KM (4.3 MI) WEST ALONG U.S.
 NC0846'HIGHWAY 20 FROM THE POST OFFICE IN RIPLEY, 7.01 METERS (23.0 FT)
 NC0846'SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANE OF U.S. HIGHWAY 20,
 NC0846'0.46 METER (1.5 FT) SOUTHEAST OF THE NORTH CORNER OF THE PIER.
 NC0846'THE MARK IS 1.5 M ABOVE HIGHWAY.
 NC0846
 NC0846                          STATION RECOVERY (2005)
 NC0846
 NC0846'RECOVERY NOTE BY US POWER SQUADRON 2005 (PR)
 NC0846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1054 ***********************************************************************
 JW1054  DESIGNATION -  H 416
 JW1054  PID         -  JW1054
 JW1054  STATE/COUNTY-  PA/FAYETTE
 JW1054  USGS QUAD   -  SMITHFIELD (1979)
 JW1054
 JW1054                         *CURRENT SURVEY CONTROL
 JW1054  ___________________________________________________________________
 JW1054* NAD 83(1986)-  39 47 42.     (N)    079 49 06.     (W)     SCALED    
 JW1054* NAVD 88     -       340.438  (meters)    1116.92   (feet)  ADJUSTED  
 JW1054  ___________________________________________________________________
 JW1054  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JW1054  DYNAMIC HT  -         340.243 (meters)    1116.28  (feet)  COMP
 JW1054  MODELED GRAV-     980,041.6   (mgal)                       NAVD 88
 JW1054
 JW1054  VERT ORDER  -  FIRST     CLASS II
 JW1054
 JW1054.The horizontal coordinates were scaled from a topographic map and have
 JW1054.an estimated accuracy of +/- 6 seconds.
 JW1054
 JW1054.The orthometric height was determined by differential leveling
 JW1054.and adjusted by the National Geodetic Survey in June 1991..
 JW1054
 JW1054.The geoid height was determined by GEOID03.
 JW1054
 JW1054.The dynamic height is computed by dividing the NAVD 88
 JW1054.geopotential number by the normal gravity value computed on the
 JW1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1054.degrees latitude (g = 980.6199 gals.).
 JW1054
 JW1054.The modeled gravity was interpolated from observed gravity values.
 JW1054
 JW1054;                    North         East    Units  Estimated Accuracy
 JW1054;SPC PA S     -    53,340.      422,860.      MT  (+/- 180 meters Scaled)
 JW1054
 JW1054                          SUPERSEDED SURVEY CONTROL
 JW1054
 JW1054.No superseded survey control is available for this station.
 JW1054
 JW1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE011056(NAD 83)
 JW1054_MARKER: I = METAL ROD
 JW1054_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JW1054+WITH SETTING: INFORMATION.
 JW1054_SP_SET: SHALLOW SET METAL ROD
 JW1054_STAMPING: H 416 1983
 JW1054_MARK LOGO: NGS   
 JW1054_PROJECTION: FLUSH
 JW1054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1054_ROD/PIPE-DEPTH: 1.3  meters
 JW1054
 JW1054  HISTORY     - Date     Condition        Report By
 JW1054  HISTORY     - 1983     MONUMENTED       NGS
 JW1054
 JW1054                          STATION DESCRIPTION
 JW1054
 JW1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1054'1.1 KM (0.65 MI) SW FROM SMITHFIELD.
 JW1054'1.1 KM (0.65 MI) SOUTHWEST ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE
 JW1054'IN SMITHFIELD TO THE MARK ON THE LEFT, ON THE PROPERTY OF JACKIES
 JW1054'RESTAURANT AND LOUNGE, 38.40 METERS (126.0 FT) SOUTHEAST OF THE
 JW1054'CENTERLINE OF THE HIGHWAY, 23.10 METERS (75.8 FT) NORTHEAST OF THE
 JW1054'NORTH CORNER OF THE RESTAURANT, 5.46 METERS (17.9 FT) NORTH-NORTHEAST
 JW1054'OF THE NORTH CORNER OF A SMALL WOOD FRAMED BUILDING JUST NORTHEAST OF
 JW1054'THE RESTAURANT, 1.28 METERS (4.2 FT) NORTHEAST OF A UTILITY POLE.
 JW1054'NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL
 JW1054'AND ANCHORED.
 JW1054'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1911 ***********************************************************************
 KX1911  DESIGNATION -  H 417
 KX1911  PID         -  KX1911
 KX1911  STATE/COUNTY-  PA/FAYETTE
 KX1911  USGS QUAD   -  FAYETTE CITY (1979)
 KX1911
 KX1911                         *CURRENT SURVEY CONTROL
 KX1911  ___________________________________________________________________
 KX1911* NAD 83(1986)-  40 00 39.     (N)    079 52 00.     (W)     SCALED    
 KX1911* NAVD 88     -       369.525  (meters)    1212.35   (feet)  ADJUSTED  
 KX1911  ___________________________________________________________________
 KX1911  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KX1911  DYNAMIC HT  -         369.323 (meters)    1211.69  (feet)  COMP
 KX1911  MODELED GRAV-     980,068.3   (mgal)                       NAVD 88
 KX1911
 KX1911  VERT ORDER  -  FIRST     CLASS II
 KX1911
 KX1911.The horizontal coordinates were scaled from a topographic map and have
 KX1911.an estimated accuracy of +/- 6 seconds.
 KX1911
 KX1911.The orthometric height was determined by differential leveling
 KX1911.and adjusted by the National Geodetic Survey in June 1991..
 KX1911
 KX1911.The geoid height was determined by GEOID03.
 KX1911
 KX1911.The dynamic height is computed by dividing the NAVD 88
 KX1911.geopotential number by the normal gravity value computed on the
 KX1911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1911.degrees latitude (g = 980.6199 gals.).
 KX1911
 KX1911.The modeled gravity was interpolated from observed gravity values.
 KX1911
 KX1911;                    North         East    Units  Estimated Accuracy
 KX1911;SPC PA S     -    77,390.      419,300.      MT  (+/- 180 meters Scaled)
 KX1911
 KX1911                          SUPERSEDED SURVEY CONTROL
 KX1911
 KX1911.No superseded survey control is available for this station.
 KX1911
 KX1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE967295(NAD 83)
 KX1911_MARKER: DB = BENCH MARK DISK
 KX1911_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KX1911_SP_SET: ABUTMENT
 KX1911_STAMPING: H 417 1983
 KX1911_MARK LOGO: NGS   
 KX1911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1911
 KX1911  HISTORY     - Date     Condition        Report By
 KX1911  HISTORY     - 1983     MONUMENTED       NGS
 KX1911
 KX1911                          STATION DESCRIPTION
 KX1911
 KX1911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KX1911'2.1 KM (1.3 MI) SE FROM BROWNSVILLE.
 KX1911'2.1 KM (1.3 MI) SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE SOUTHEAST END
 KX1911'OF THE BRIDGE OVER THE MONONGAHELA RIVER IN BROWNSVILLE TO THE END OF
 KX1911'THE NEW HIGHWAY AND AN OVERPASS BRIDGE AND THE MARK IN THE TOP OF THE
 KX1911'NORTHWEST END OF THE SOUTHWEST ABUTMENT OF THE OVERPASS BRIDGE,
 KX1911'0.37 METER (1.2 FT) SOUTHEAST OF THE NORTHWEST END OF THE ABUTMENT.
 KX1911'THE MARK IS ABOVE LEVEL WITH OVERPASS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0309 ***********************************************************************
 KW0309  DESIGNATION -  H 42
 KW0309  PID         -  KW0309
 KW0309  STATE/COUNTY-  PA/SCHUYLKILL
 KW0309  USGS QUAD   -  POTTSVILLE (1994)
 KW0309
 KW0309                         *CURRENT SURVEY CONTROL
 KW0309  ___________________________________________________________________
 KW0309* NAD 83(1986)-  40 42 50.     (N)    076 11 18.     (W)     SCALED    
 KW0309* NAVD 88     -       217.450  (meters)     713.42   (feet)  POSTED    
 KW0309  ___________________________________________________________________
 KW0309  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 KW0309  DYNAMIC HT  -         217.340 (meters)     713.06  (feet)  COMP
 KW0309  MODELED GRAV-     980,133.3   (mgal)                       NAVD 88
 KW0309
 KW0309  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 KW0309
 KW0309.The horizontal coordinates were scaled from a topographic map and have
 KW0309.an estimated accuracy of +/- 6 seconds.
 KW0309
 KW0309.The orthometric height was determined by differential leveling
 KW0309.and adjusted by the National Geodetic Survey in 1992..
 KW0309.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 KW0309.rate greater than 8.0 mm/km.
 KW0309
 KW0309.The geoid height was determined by GEOID03.
 KW0309
 KW0309.The dynamic height is computed by dividing the NAVD 88
 KW0309.geopotential number by the normal gravity value computed on the
 KW0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0309.degrees latitude (g = 980.6199 gals.).
 KW0309
 KW0309.The modeled gravity was interpolated from observed gravity values.
 KW0309
 KW0309;                    North         East    Units  Estimated Accuracy
 KW0309;SPC PA S     -   154,460.      731,950.      MT  (+/- 180 meters Scaled)
 KW0309
 KW0309                          SUPERSEDED SURVEY CONTROL
 KW0309
 KW0309  NGVD 29 (??/??/??)  217.831  (m)          714.67   (f) ADJUSTED    2 0
 KW0309
 KW0309.Superseded values are not recommended for survey control.
 KW0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0309.See file dsdata.txt to determine how the superseded data were derived.
 KW0309
 KW0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL996076(NAD 83)
 KW0309_MARKER: DB = BENCH MARK DISK
 KW0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0309_STAMPING: H 42 1934
 KW0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0309+STABILITY: SURFACE MOTION
 KW0309
 KW0309  HISTORY     - Date     Condition        Report By
 KW0309  HISTORY     - 1934     MONUMENTED       CGS
 KW0309  HISTORY     - 1965     MARK NOT FOUND   CGS
 KW0309  HISTORY     - 19970209 MARK NOT FOUND   USPSQD
 KW0309
 KW0309                          STATION DESCRIPTION
 KW0309
 KW0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0309'AT ST CLAIR.
 KW0309'AT ST. CLAIR, SCHUYLKILL COUNTY, IN THE READING CO. RAILWAY YARDS,
 KW0309'ABOUT 250 FEET NORTH OF THE ST. CLAIR SCALE BUILDING, AT A
 KW0309'BRIDGE OVER THE TRACK, IN THE TOP OF THE WING WALL AT THE
 KW0309'SOUTHWEST CORNER OF THE BRIDGE, 18 FEET WEST OF THE CENTER LINE
 KW0309'OF THE SOUTH-BOUND TRACK, AND ABOUT 3 FEET HIGHER THAN THE TOP
 KW0309'OF THE RAIL.  A STANDARD DISK, STAMPED H 42 1934 AND SET IN THE
 KW0309'TOP OF A CONCRETE POST.
 KW0309
 KW0309                          STATION RECOVERY (1965)
 KW0309
 KW0309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KW0309'MARK NOT FOUND.
 KW0309
 KW0309                          STATION RECOVERY (1997)
 KW0309
 KW0309'RECOVERY NOTE BY US POWER SQUADRON 1997
 KW0309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0424 ***********************************************************************
 KW0424  DESIGNATION -  H 43
 KW0424  PID         -  KW0424
 KW0424  STATE/COUNTY-  PA/COLUMBIA
 KW0424  USGS QUAD   -  CATAWISSA (1984)
 KW0424
 KW0424                         *CURRENT SURVEY CONTROL
 KW0424  ___________________________________________________________________
 KW0424* NAD 83(1986)-  40 58 31.     (N)    076 28 20.     (W)     SCALED    
 KW0424* NAVD 88     -       144.304  (meters)     473.44   (feet)  ADJUSTED  
 KW0424  ___________________________________________________________________
 KW0424  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KW0424  DYNAMIC HT  -         144.243 (meters)     473.24  (feet)  COMP
 KW0424  MODELED GRAV-     980,197.2   (mgal)                       NAVD 88
 KW0424
 KW0424  VERT ORDER  -  SECOND    CLASS 0
 KW0424
 KW0424.The horizontal coordinates were scaled from a topographic map and have
 KW0424.an estimated accuracy of +/- 6 seconds.
 KW0424
 KW0424.The orthometric height was determined by differential leveling
 KW0424.and adjusted by the National Geodetic Survey in June 1991..
 KW0424
 KW0424.The geoid height was determined by GEOID03.
 KW0424
 KW0424.The dynamic height is computed by dividing the NAVD 88
 KW0424.geopotential number by the normal gravity value computed on the
 KW0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0424.degrees latitude (g = 980.6199 gals.).
 KW0424
 KW0424.The modeled gravity was interpolated from observed gravity values.
 KW0424
 KW0424;                    North         East    Units  Estimated Accuracy
 KW0424;SPC PA N     -    90,590.      707,540.      MT  (+/- 180 meters Scaled)
 KW0424
 KW0424                          SUPERSEDED SURVEY CONTROL
 KW0424
 KW0424  NGVD 29 (??/??/??)  144.529  (m)          474.18   (f) ADJUSTED    2 0
 KW0424
 KW0424.Superseded values are not recommended for survey control.
 KW0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0424.See file dsdata.txt to determine how the superseded data were derived.
 KW0424
 KW0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL761370(NAD 83)
 KW0424_MARKER: DB = BENCH MARK DISK
 KW0424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0424_SP_SET: PIER
 KW0424_STAMPING: H 43 1934
 KW0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0424_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0424+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2004
 KW0424
 KW0424  HISTORY     - Date     Condition        Report By
 KW0424  HISTORY     - 1934     MONUMENTED       CGS
 KW0424  HISTORY     - 1973     GOOD             NGS
 KW0424  HISTORY     - 20040718 GOOD             GEOCAC
 KW0424
 KW0424                          STATION DESCRIPTION
 KW0424
 KW0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0424'0.1 MI S FROM RUPERT.
 KW0424'0.1 MILE SOUTH ALONG THE ERIE-LACKAWANNA RAILROAD FROM
 KW0424'RUPERT, AT AN UNDERPASS, IN THE EAST CONCRETE PIER, 30 FEET
 KW0424'NORTH OF THE SOUTH END, 5 FEET EAST OF THE EAST RAIL, AND
 KW0424'4.5 FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 KW0424'STAMPED H 43 1934 AND SET VERTICALLY.
 KW0424
 KW0424                          STATION RECOVERY (1973)
 KW0424
 KW0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KW0424'RECOVERED IN GOOD CONDITION.
 KW0424
 KW0424                          STATION RECOVERY (2004)
 KW0424
 KW0424'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0109 ***********************************************************************
 KW0109  DESIGNATION -  H 44
 KW0109  PID         -  KW0109
 KW0109  STATE/COUNTY-  PA/BERKS
 KW0109  USGS QUAD   -  AUBURN (1983)
 KW0109
 KW0109                         *CURRENT SURVEY CONTROL
 KW0109  ___________________________________________________________________
 KW0109* NAD 83(1986)-  40 34 11.     (N)    076 00 05.     (W)     SCALED    
 KW0109* NAVD 88     -       119.360  (meters)     391.60   (feet)  ADJUSTED  
 KW0109  ___________________________________________________________________
 KW0109  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 KW0109  DYNAMIC HT  -         119.300 (meters)     391.40  (feet)  COMP
 KW0109  MODELED GRAV-     980,120.6   (mgal)                       NAVD 88
 KW0109
 KW0109  VERT ORDER  -  SECOND    CLASS 0
 KW0109
 KW0109.The horizontal coordinates were scaled from a topographic map and have
 KW0109.an estimated accuracy of +/- 6 seconds.
 KW0109
 KW0109.The orthometric height was determined by differential leveling
 KW0109.and adjusted by the National Geodetic Survey in June 1991..
 KW0109
 KW0109.The geoid height was determined by GEOID03.
 KW0109
 KW0109.The dynamic height is computed by dividing the NAVD 88
 KW0109.geopotential number by the normal gravity value computed on the
 KW0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0109.degrees latitude (g = 980.6199 gals.).
 KW0109
 KW0109.The modeled gravity was interpolated from observed gravity values.
 KW0109
 KW0109;                    North         East    Units  Estimated Accuracy
 KW0109;SPC PA S     -   138,750.      748,060.      MT  (+/- 180 meters Scaled)
 KW0109
 KW0109                          SUPERSEDED SURVEY CONTROL
 KW0109
 KW0109  NGVD 29 (??/??/??)  119.577  (m)          392.31   (f) ADJUSTED    2 0
 KW0109
 KW0109.Superseded values are not recommended for survey control.
 KW0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0109.See file dsdata.txt to determine how the superseded data were derived.
 KW0109
 KW0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK152914(NAD 83)
 KW0109_MARKER: DB = BENCH MARK DISK
 KW0109_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0109_SP_SET: BRIDGE
 KW0109_STAMPING: H 44 1934
 KW0109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0109
 KW0109  HISTORY     - Date     Condition        Report By
 KW0109  HISTORY     - 1934     MONUMENTED       CGS
 KW0109
 KW0109                          STATION DESCRIPTION
 KW0109
 KW0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0109'1.8 MI S FROM PORT CLINTON.
 KW0109'IN BERKS COUNTY, ABOUT 1.8 MILES SOUTH ALONG THE READING CO.
 KW0109'RAILWAY FROM PORT CLINTON, SCHUYLKILL COUNTY, AT THE NORTHWEST
 KW0109'CORNER OF BRIDGE 76/59, IN THE TOP OF THE COPING STONE, 10 FEET
 KW0109'WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN
 KW0109'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED H 44 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0410 ***********************************************************************
 KW0410  DESIGNATION -  H 45
 KW0410  PID         -  KW0410
 KW0410  STATE/COUNTY-  PA/COLUMBIA
 KW0410  USGS QUAD   -  CATAWISSA (1984)
 KW0410
 KW0410                         *CURRENT SURVEY CONTROL
 KW0410  ___________________________________________________________________
 KW0410* NAD 83(1986)-  40 57 44.     (N)    076 25 40.     (W)     SCALED    
 KW0410* NAVD 88     -       170.489  (meters)     559.35   (feet)  ADJUSTED  
 KW0410  ___________________________________________________________________
 KW0410  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KW0410  DYNAMIC HT  -         170.415 (meters)     559.10  (feet)  COMP
 KW0410  MODELED GRAV-     980,185.3   (mgal)                       NAVD 88
 KW0410
 KW0410  VERT ORDER  -  SECOND    CLASS 0
 KW0410
 KW0410.The horizontal coordinates were scaled from a topographic map and have
 KW0410.an estimated accuracy of +/- 6 seconds.
 KW0410
 KW0410.The orthometric height was determined by differential leveling
 KW0410.and adjusted by the National Geodetic Survey in June 1991..
 KW0410
 KW0410.The geoid height was determined by GEOID03.
 KW0410
 KW0410.The dynamic height is computed by dividing the NAVD 88
 KW0410.geopotential number by the normal gravity value computed on the
 KW0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0410.degrees latitude (g = 980.6199 gals.).
 KW0410
 KW0410.The modeled gravity was interpolated from observed gravity values.
 KW0410
 KW0410;                    North         East    Units  Estimated Accuracy
 KW0410;SPC PA N     -    89,200.      711,300.      MT  (+/- 180 meters Scaled)
 KW0410
 KW0410                          SUPERSEDED SURVEY CONTROL
 KW0410
 KW0410  NGVD 29 (??/??/??)  170.704  (m)          560.05   (f) ADJUSTED    2 0
 KW0410
 KW0410.Superseded values are not recommended for survey control.
 KW0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0410.See file dsdata.txt to determine how the superseded data were derived.
 KW0410
 KW0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL798355(NAD 83)
 KW0410_MARKER: DB = BENCH MARK DISK
 KW0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0410_STAMPING: H 45 1934
 KW0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0410+STABILITY: SURFACE MOTION
 KW0410
 KW0410  HISTORY     - Date     Condition        Report By
 KW0410  HISTORY     - 1934     MONUMENTED       CGS
 KW0410
 KW0410                          STATION DESCRIPTION
 KW0410
 KW0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0410'2.8 MI SE FROM CATAWISSA.
 KW0410'8 FEET WEST OF POLE 142+25, ABOUT 190 FEET SOUTH OF THE RUINS
 KW0410'OF AN OLD TWO-STORY STONE HOUSE, 40 FEET WEST OF A PRIVATE ROAD
 KW0410'CROSSING, 18 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 2 FEET
 KW0410'HIGHER THAN THE TOP OF THE RAIL.  SET IN THE TOP OF A CONCRETE
 KW0410'POST PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0541 ***********************************************************************
 KW0541  DESIGNATION -  H 46
 KW0541  PID         -  KW0541
 KW0541  STATE/COUNTY-  PA/LEBANON
 KW0541  USGS QUAD   -  FREDERICKSBURG (1978)
 KW0541
 KW0541                         *CURRENT SURVEY CONTROL
 KW0541  ___________________________________________________________________
 KW0541* NAD 83(1986)-  40 24 09.     (N)    076 29 14.     (W)     SCALED    
 KW0541* NAVD 88     -       131.866  (meters)     432.63   (feet)  ADJUSTED  
 KW0541  ___________________________________________________________________
 KW0541  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 KW0541  DYNAMIC HT  -         131.798 (meters)     432.41  (feet)  COMP
 KW0541  MODELED GRAV-     980,110.5   (mgal)                       NAVD 88
 KW0541
 KW0541  VERT ORDER  -  SECOND    CLASS 0
 KW0541
 KW0541.The horizontal coordinates were scaled from a topographic map and have
 KW0541.an estimated accuracy of +/- 6 seconds.
 KW0541
 KW0541.The orthometric height was determined by differential leveling
 KW0541.and adjusted by the National Geodetic Survey in June 1991..
 KW0541
 KW0541.The geoid height was determined by GEOID03.
 KW0541
 KW0541.The dynamic height is computed by dividing the NAVD 88
 KW0541.geopotential number by the normal gravity value computed on the
 KW0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0541.degrees latitude (g = 980.6199 gals.).
 KW0541
 KW0541.The modeled gravity was interpolated from observed gravity values.
 KW0541
 KW0541;                    North         East    Units  Estimated Accuracy
 KW0541;SPC PA S     -   119,480.      707,190.      MT  (+/- 180 meters Scaled)
 KW0541
 KW0541                          SUPERSEDED SURVEY CONTROL
 KW0541
 KW0541  NGVD 29 (??/??/??)  132.076  (m)          433.32   (f) ADJUSTED    2 0
 KW0541
 KW0541.Superseded values are not recommended for survey control.
 KW0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0541.See file dsdata.txt to determine how the superseded data were derived.
 KW0541
 KW0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK737734(NAD 83)
 KW0541_MARKER: DB = BENCH MARK DISK
 KW0541_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0541_SP_SET: BRIDGE
 KW0541_STAMPING: H 46 1934
 KW0541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0541+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 KW0541
 KW0541  HISTORY     - Date     Condition        Report By
 KW0541  HISTORY     - 1934     MONUMENTED       CGS
 KW0541  HISTORY     - 20060429 GOOD             GEOCAC
 KW0541
 KW0541                          STATION DESCRIPTION
 KW0541
 KW0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0541'0.9 MI S FROM WEST JONESTOWN.
 KW0541'0.9 MILE SOUTH ALONG THE READING RAILWAY FROM WEST JONESTOWN,
 KW0541'LEBANON COUNTY, AT BRIDGE 5/68, IN THE TOP OF THE SOUTHEAST WING
 KW0541'WALL, 9 FEET EAST OF THE CENTERLINE OF THE TRACK, AND ABOUT 6
 KW0541'INCHES LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 KW0541'H 46 1934.
 KW0541
 KW0541                          STATION RECOVERY (2006)
 KW0541
 KW0541'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0541'RAILROAD IS ABANDONED AND TRACKS HAVE BEEN REMOVED. BRIDGE NUMBER NOT
 KW0541'FOUND. MARK MUST BE ACCESSED FROM THE SOUTH AS PART OF THE BRIDGE
 KW0541'DECKING IS MISSING.
 KW0541' 
 KW0541'HH2 N 40 24 08.4 W 076 29 15.9
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0321 ***********************************************************************
 LZ0321  DESIGNATION -  H 47
 LZ0321  PID         -  LZ0321
 LZ0321  STATE/COUNTY-  PA/LYCOMING
 LZ0321  USGS QUAD   -  MUNCY (1986)
 LZ0321
 LZ0321                         *CURRENT SURVEY CONTROL
 LZ0321  ___________________________________________________________________
 LZ0321* NAD 83(1986)-  41 14 03.     (N)    076 49 17.     (W)     SCALED    
 LZ0321* NAVD 88     -       154.325  (meters)     506.31   (feet)  ADJUSTED  
 LZ0321  ___________________________________________________________________
 LZ0321  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 LZ0321  DYNAMIC HT  -         154.259 (meters)     506.10  (feet)  COMP
 LZ0321  MODELED GRAV-     980,194.1   (mgal)                       NAVD 88
 LZ0321
 LZ0321  VERT ORDER  -  SECOND    CLASS 0
 LZ0321
 LZ0321.The horizontal coordinates were scaled from a topographic map and have
 LZ0321.an estimated accuracy of +/- 6 seconds.
 LZ0321
 LZ0321.The orthometric height was determined by differential leveling
 LZ0321.and adjusted by the National Geodetic Survey in June 1991..
 LZ0321
 LZ0321.The geoid height was determined by GEOID03.
 LZ0321
 LZ0321.The dynamic height is computed by dividing the NAVD 88
 LZ0321.geopotential number by the normal gravity value computed on the
 LZ0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0321.degrees latitude (g = 980.6199 gals.).
 LZ0321
 LZ0321.The modeled gravity was interpolated from observed gravity values.
 LZ0321
 LZ0321;                    North         East    Units  Estimated Accuracy
 LZ0321;SPC PA N     -   118,970.      677,850.      MT  (+/- 180 meters Scaled)
 LZ0321
 LZ0321                          SUPERSEDED SURVEY CONTROL
 LZ0321
 LZ0321  NGVD 29 (??/??/92)  154.533  (m)          507.00   (f) ADJ UNCH    2 0
 LZ0321
 LZ0321.Superseded values are not recommended for survey control.
 LZ0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0321.See file dsdata.txt to determine how the superseded data were derived.
 LZ0321
 LZ0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL473663(NAD 83)
 LZ0321_MARKER: DB = BENCH MARK DISK
 LZ0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0321_STAMPING: H 47 1934
 LZ0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0321+STABILITY: SURFACE MOTION
 LZ0321
 LZ0321  HISTORY     - Date     Condition        Report By
 LZ0321  HISTORY     - 1934     MONUMENTED       CGS
 LZ0321
 LZ0321                          STATION DESCRIPTION
 LZ0321
 LZ0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0321'AT HALLS.
 LZ0321'AT HALLS, LYCOMING COUNTY, ON THE READING CO. RAILWAY, 240
 LZ0321'FEET NORTH OF THE STATION, 100 FEET WEST OF POLE 189+35, AT A
 LZ0321'ROAD CROSSING, 68 FEET WEST OF THE WEST RAIL, 15 FEET NORTH OF
 LZ0321'THE CENTER LINE OF THE ROAD, AND ABOUT 5 FEET LOWER THAN THE TOP
 LZ0321'OF THE RAIL.  A STANDARD DISK, STAMPED H 47 1934 AND SET IN THE
 LZ0321'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2760 ***********************************************************************
 KV2760  DESIGNATION -  H 48
 KV2760  PID         -  KV2760
 KV2760  STATE/COUNTY-  PA/CARBON
 KV2760  USGS QUAD   -  CHRISTMANS (1992)
 KV2760
 KV2760                         *CURRENT SURVEY CONTROL
 KV2760  ___________________________________________________________________
 KV2760* NAD 83(1986)-  40 58 10.     (N)    075 42 38.     (W)     SCALED    
 KV2760* NAVD 88     -       261.259  (meters)     857.15   (feet)  ADJUSTED  
 KV2760  ___________________________________________________________________
 KV2760  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KV2760  DYNAMIC HT  -         261.131 (meters)     856.73  (feet)  COMP
 KV2760  MODELED GRAV-     980,130.8   (mgal)                       NAVD 88
 KV2760
 KV2760  VERT ORDER  -  SECOND    CLASS 0
 KV2760
 KV2760.The horizontal coordinates were scaled from a topographic map and have
 KV2760.an estimated accuracy of +/- 6 seconds.
 KV2760
 KV2760.The orthometric height was determined by differential leveling
 KV2760.and adjusted by the National Geodetic Survey in June 1991..
 KV2760
 KV2760.The geoid height was determined by GEOID03.
 KV2760
 KV2760.The dynamic height is computed by dividing the NAVD 88
 KV2760.geopotential number by the normal gravity value computed on the
 KV2760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2760.degrees latitude (g = 980.6199 gals.).
 KV2760
 KV2760.The modeled gravity was interpolated from observed gravity values.
 KV2760
 KV2760;                    North         East    Units  Estimated Accuracy
 KV2760;SPC PA N     -    91,170.      771,650.      MT  (+/- 180 meters Scaled)
 KV2760
 KV2760                          SUPERSEDED SURVEY CONTROL
 KV2760
 KV2760  NGVD 29 (??/??/??)  261.468  (m)          857.83   (f) ADJUSTED    2 0
 KV2760
 KV2760.Superseded values are not recommended for survey control.
 KV2760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2760.See file dsdata.txt to determine how the superseded data were derived.
 KV2760
 KV2760_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL402356(NAD 83)
 KV2760_MARKER: DB = BENCH MARK DISK
 KV2760_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2760_SP_SET: SIGNAL BASE
 KV2760_STAMPING: H 48 1934
 KV2760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2760
 KV2760  HISTORY     - Date     Condition        Report By
 KV2760  HISTORY     - 1934     MONUMENTED       CGS
 KV2760
 KV2760                          STATION DESCRIPTION
 KV2760
 KV2760'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV2760'4 MI N FROM PENN HAVEN JUNCTION.
 KV2760'4 MILES NORTH ALONG THE LEHIGH VALLEY RAILROAD FROM PENN HAVEN
 KV2760'JUNCTION, CARBON COUNTY, ABOUT 120 FEET SOUTH OF MILEPOST 135, IN
 KV2760'THE BASE OF SIGNAL 134.1, 7 FEET EAST OF THE CENTER LINE OF THE
 KV2760'NORTH-BOUND TRACK, AND ABOUT LEVEL WITH THE TOP OF THE RAIL.  A
 KV2760'STANDARD DISK, STAMPED H 48 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0089 ***********************************************************************
 LZ0089  DESIGNATION -  H 49
 LZ0089  PID         -  LZ0089
 LZ0089  STATE/COUNTY-  PA/SULLIVAN
 LZ0089  USGS QUAD   -  LAPORTE (1981)
 LZ0089
 LZ0089                         *CURRENT SURVEY CONTROL
 LZ0089  ___________________________________________________________________
 LZ0089* NAD 83(1986)-  41 28 30.     (N)    076 22 41.     (W)     SCALED    
 LZ0089* NAVD 88     -       560.447  (meters)    1838.73   (feet)  ADJUSTED  
 LZ0089  ___________________________________________________________________
 LZ0089  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 LZ0089  DYNAMIC HT  -         560.197 (meters)    1837.91  (feet)  COMP
 LZ0089  MODELED GRAV-     980,158.3   (mgal)                       NAVD 88
 LZ0089
 LZ0089  VERT ORDER  -  SECOND    CLASS 0
 LZ0089
 LZ0089.The horizontal coordinates were scaled from a topographic map and have
 LZ0089.an estimated accuracy of +/- 6 seconds.
 LZ0089
 LZ0089.The orthometric height was determined by differential leveling
 LZ0089.and adjusted by the National Geodetic Survey in June 1991..
 LZ0089
 LZ0089.The geoid height was determined by GEOID03.
 LZ0089
 LZ0089.The dynamic height is computed by dividing the NAVD 88
 LZ0089.geopotential number by the normal gravity value computed on the
 LZ0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0089.degrees latitude (g = 980.6199 gals.).
 LZ0089
 LZ0089.The modeled gravity was interpolated from observed gravity values.
 LZ0089
 LZ0089;                    North         East    Units  Estimated Accuracy
 LZ0089;SPC PA N     -   146,200.      714,590.      MT  (+/- 180 meters Scaled)
 LZ0089
 LZ0089                          SUPERSEDED SURVEY CONTROL
 LZ0089
 LZ0089  NGVD 29 (??/??/92)  560.612  (m)         1839.27   (f) ADJ UNCH    2 0
 LZ0089
 LZ0089.Superseded values are not recommended for survey control.
 LZ0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0089.See file dsdata.txt to determine how the superseded data were derived.
 LZ0089
 LZ0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL849924(NAD 83)
 LZ0089_MARKER: DB = BENCH MARK DISK
 LZ0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0089_STAMPING: H 49 1934
 LZ0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0089+STABILITY: SURFACE MOTION
 LZ0089
 LZ0089  HISTORY     - Date     Condition        Report By
 LZ0089  HISTORY     - 1934     MONUMENTED       CGS
 LZ0089
 LZ0089                          STATION DESCRIPTION
 LZ0089
 LZ0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0089'AT BERNICE.
 LZ0089'AT BERNICE, SULLIVAN COUNTY, ON THE LEHIGH VALLEY RAILROAD, 63
 LZ0089'FEET EAST OF THE STATION, 21 FEET SOUTH OF THE SOUTH RAIL, 7
 LZ0089'FEET SOUTHWEST OF A POLE, AND 2 FEET HIGHER THAN THE TOP OF
 LZ0089'RAIL.  A STANDARD DISK, STAMPED H 49 1934 AND SET IN THE TOP
 LZ0089'OF A CONCRETE POST, PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0891 ***********************************************************************
 KW0891  DESIGNATION -  H 5
 KW0891  PID         -  KW0891
 KW0891  STATE/COUNTY-  PA/LANCASTER
 KW0891  USGS QUAD   -  COLUMBIA WEST (1990)
 KW0891
 KW0891                         *CURRENT SURVEY CONTROL
 KW0891  ___________________________________________________________________
 KW0891* NAD 83(1986)-  40 03 26.     (N)    076 32 08.     (W)     SCALED    
 KW0891* NAVD 88     -        80.449  (meters)     263.94   (feet)  ADJUSTED  
 KW0891  ___________________________________________________________________
 KW0891  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 KW0891  DYNAMIC HT  -          80.408 (meters)     263.81  (feet)  COMP
 KW0891  MODELED GRAV-     980,114.0   (mgal)                       NAVD 88
 KW0891
 KW0891  VERT ORDER  -  FIRST     CLASS II
 KW0891
 KW0891.The horizontal coordinates were scaled from a topographic map and have
 KW0891.an estimated accuracy of +/- 6 seconds.
 KW0891
 KW0891.The orthometric height was determined by differential leveling
 KW0891.and adjusted by the National Geodetic Survey in June 1991..
 KW0891
 KW0891.The geoid height was determined by GEOID03.
 KW0891
 KW0891.The dynamic height is computed by dividing the NAVD 88
 KW0891.geopotential number by the normal gravity value computed on the
 KW0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0891.degrees latitude (g = 980.6199 gals.).
 KW0891
 KW0891.The modeled gravity was interpolated from observed gravity values.
 KW0891
 KW0891;                    North         East    Units  Estimated Accuracy
 KW0891;SPC PA S     -    81,090.      703,610.      MT  (+/- 180 meters Scaled)
 KW0891
 KW0891                          SUPERSEDED SURVEY CONTROL
 KW0891
 KW0891  NGVD 29 (??/??/??)   80.695  (m)          264.75   (f) ADJUSTED    1 2
 KW0891
 KW0891.Superseded values are not recommended for survey control.
 KW0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0891.See file dsdata.txt to determine how the superseded data were derived.
 KW0891
 KW0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK690352(NAD 83)
 KW0891_MARKER: DB = BENCH MARK DISK
 KW0891_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0891_SP_SET: BRIDGE
 KW0891_STAMPING: H 5 1955
 KW0891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW0891+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2004
 KW0891
 KW0891  HISTORY     - Date     Condition        Report By
 KW0891  HISTORY     - 1955     MONUMENTED       CGS
 KW0891  HISTORY     - 1979     GOOD             NGS
 KW0891  HISTORY     - 19950312 GOOD             USPSQD
 KW0891  HISTORY     - 20040417 GOOD             GEOCAC
 KW0891
 KW0891                          STATION DESCRIPTION
 KW0891
 KW0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KW0891'1.4 MI E FROM MARIETTA.
 KW0891'ABOUT 1.35 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW0891'FREIGHT STATION AT MARIETTA, ALONG MAIN TRACKS OF P.R.R., IN
 KW0891'THE TOP OF THE EAST END OF NORTH CONCRETE HEAD WALL OF A CONCRETE
 KW0891'TOPPED STONE MASONRY BRIDGE OVER AN ABANDONED ROAD (BRIDGE NO.
 KW0891'40-71), 5 1/2 FEET NORTH OF NORTH RAIL OF NORTH TRACK AND ABOUT
 KW0891'1/3 FOOT BELOW LEVEL OF TRACK.
 KW0891
 KW0891                          STATION RECOVERY (1979)
 KW0891
 KW0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW0891'RECOVERED IN GOOD CONDITION.
 KW0891
 KW0891                          STATION RECOVERY (1995)
 KW0891
 KW0891'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW0891'RECOVERED IN GOOD CONDITION.
 KW0891
 KW0891                          STATION RECOVERY (2004)
 KW0891
 KW0891'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0891'BRIDGE 40-71 IS NOT ABANDONED. IT IS USED FOR ACCESS TO THE MARIETTA
 KW0891'BOAT DOCK. ACCESS TO THE MARK IS EASIEST BY DRIVING UNDER THIS BRIDGE
 KW0891'AND PARKING IN THE BOAT DOCK AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0376 ***********************************************************************
 KW0376  DESIGNATION -  H 50
 KW0376  PID         -  KW0376
 KW0376  STATE/COUNTY-  PA/SCHUYLKILL
 KW0376  USGS QUAD   -  SHENANDOAH (1977)
 KW0376
 KW0376                         *CURRENT SURVEY CONTROL
 KW0376  ___________________________________________________________________
 KW0376* NAD 83(1986)-  40 51 37.     (N)    076 08 25.     (W)     SCALED    
 KW0376* NAVD 88     -       407.226  (meters)    1336.04   (feet)  ADJUSTED  
 KW0376  ___________________________________________________________________
 KW0376  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KW0376  DYNAMIC HT  -         407.031 (meters)    1335.40  (feet)  COMP
 KW0376  MODELED GRAV-     980,131.2   (mgal)                       NAVD 88
 KW0376
 KW0376  VERT ORDER  -  SECOND    CLASS 0
 KW0376
 KW0376.The horizontal coordinates were scaled from a topographic map and have
 KW0376.an estimated accuracy of +/- 6 seconds.
 KW0376
 KW0376.The orthometric height was determined by differential leveling
 KW0376.and adjusted by the National Geodetic Survey in June 1991..
 KW0376
 KW0376.The geoid height was determined by GEOID03.
 KW0376
 KW0376.The dynamic height is computed by dividing the NAVD 88
 KW0376.geopotential number by the normal gravity value computed on the
 KW0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0376.degrees latitude (g = 980.6199 gals.).
 KW0376
 KW0376.The modeled gravity was interpolated from observed gravity values.
 KW0376
 KW0376;                    North         East    Units  Estimated Accuracy
 KW0376;SPC PA S     -   170,790.      735,710.      MT  (+/- 180 meters Scaled)
 KW0376
 KW0376                          SUPERSEDED SURVEY CONTROL
 KW0376
 KW0376  NGVD 29 (??/??/??)  407.429  (m)         1336.71   (f) ADJUSTED    2 0
 KW0376
 KW0376.Superseded values are not recommended for survey control.
 KW0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0376.See file dsdata.txt to determine how the superseded data were derived.
 KW0376
 KW0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL038238(NAD 83)
 KW0376_MARKER: DB = BENCH MARK DISK
 KW0376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0376_SP_SET: CONCRETE RAIL
 KW0376_STAMPING: H 50 1934
 KW0376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0376
 KW0376  HISTORY     - Date     Condition        Report By
 KW0376  HISTORY     - 1934     MONUMENTED       CGS
 KW0376
 KW0376                          STATION DESCRIPTION
 KW0376
 KW0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0376'1.3 MI S FROM BRANDONVILLE.
 KW0376'15 FEET NORTH OF MILEPOST 117, IN THE TOP OF A CONCRETE RAIL REST,
 KW0376'15 FEET WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT 1.5 FEET
 KW0376'HIGHER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0385 ***********************************************************************
 LZ0385  DESIGNATION -  H 51
 LZ0385  PID         -  LZ0385
 LZ0385  STATE/COUNTY-  PA/LYCOMING
 LZ0385  USGS QUAD   -  BODINES (1973)
 LZ0385
 LZ0385                         *CURRENT SURVEY CONTROL
 LZ0385  ___________________________________________________________________
 LZ0385* NAD 83(1986)-  41 28 15.     (N)    076 58 34.     (W)     SCALED    
 LZ0385* NAVD 88     -       242.063  (meters)     794.17   (feet)  ADJUSTED  
 LZ0385  ___________________________________________________________________
 LZ0385  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 LZ0385  DYNAMIC HT  -         241.958 (meters)     793.82  (feet)  COMP
 LZ0385  MODELED GRAV-     980,183.1   (mgal)                       NAVD 88
 LZ0385
 LZ0385  VERT ORDER  -  FIRST     CLASS II
 LZ0385
 LZ0385.The horizontal coordinates were scaled from a topographic map and have
 LZ0385.an estimated accuracy of +/- 6 seconds.
 LZ0385
 LZ0385.The orthometric height was determined by differential leveling
 LZ0385.and adjusted by the National Geodetic Survey in June 1991..
 LZ0385
 LZ0385.The geoid height was determined by GEOID03.
 LZ0385
 LZ0385.The dynamic height is computed by dividing the NAVD 88
 LZ0385.geopotential number by the normal gravity value computed on the
 LZ0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0385.degrees latitude (g = 980.6199 gals.).
 LZ0385
 LZ0385.The modeled gravity was interpolated from observed gravity values.
 LZ0385
 LZ0385;                    North         East    Units  Estimated Accuracy
 LZ0385;SPC PA N     -   145,120.      664,640.      MT  (+/- 180 meters Scaled)
 LZ0385
 LZ0385                          SUPERSEDED SURVEY CONTROL
 LZ0385
 LZ0385  NGVD 29 (??/??/92)  242.248  (m)          794.78   (f) ADJ UNCH    1 2
 LZ0385
 LZ0385.Superseded values are not recommended for survey control.
 LZ0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0385.See file dsdata.txt to determine how the superseded data were derived.
 LZ0385
 LZ0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL349929(NAD 83)
 LZ0385_MARKER: DB = BENCH MARK DISK
 LZ0385_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0385_SP_SET: TOWER BASE
 LZ0385_STAMPING: H 51 1934
 LZ0385_MARK LOGO: CGS   
 LZ0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0385
 LZ0385  HISTORY     - Date     Condition        Report By
 LZ0385  HISTORY     - 1934     MONUMENTED       CGS
 LZ0385  HISTORY     - 1983     GOOD             NGS
 LZ0385
 LZ0385                          STATION DESCRIPTION
 LZ0385
 LZ0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0385'AT MARSH HILL JUNCTION.
 LZ0385'AT MARSH HILL JUNCTION, LYCOMING COUNTY, ABOUT 95 FEET SOUTH OF
 LZ0385'THE PENNSYLVANIA RAILROAD STATION, IN THE SOUTHEAST CORNER OF A
 LZ0385'SIGNAL TOWER BASE, 6 FEET WEST OF THE WEST RAIL, AND ABOUT 2
 LZ0385'FEET HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED H 51 1934.
 LZ0385
 LZ0385                          STATION RECOVERY (1983)
 LZ0385
 LZ0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LZ0385'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  4.2 KM (2.6 MI)
 LZ0385'SOUTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE IN RALSTON, THENCE
 LZ0385'0.5 KM (0.35 MI) EAST ALONG A BLACKTOP ROAD, THENCE 0.3 KM (0.2 MI)
 LZ0385'SOUTH ALONG THE OLD RAILROAD BED TO THE MARK ON THE RIGHT, IN THE
 LZ0385'NORTH ONE OF FIVE CONCRETE SEMAPHORES, 3.35 METERS (11.0 FT) WEST OF
 LZ0385'THE CENTER OF THE OLD RAILROAD BED.
 LZ0385'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 LZ0385'THE MARK IS 0.15 M ABOVE RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1730 ***********************************************************************
 LY1730  DESIGNATION -  H 52
 LY1730  PID         -  LY1730
 LY1730  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1730  USGS QUAD   -  MONTROSE EAST (1992)
 LY1730
 LY1730                         *CURRENT SURVEY CONTROL
 LY1730  ___________________________________________________________________
 LY1730* NAD 83(1986)-  41 48 56.     (N)    075 46 34.     (W)     SCALED    
 LY1730* NAVD 88     -       335.536  (meters)    1100.84   (feet)  ADJUSTED  
 LY1730  ___________________________________________________________________
 LY1730  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 LY1730  DYNAMIC HT  -         335.406 (meters)    1100.41  (feet)  COMP
 LY1730  MODELED GRAV-     980,227.4   (mgal)                       NAVD 88
 LY1730
 LY1730  VERT ORDER  -  SECOND    CLASS 0
 LY1730
 LY1730.The horizontal coordinates were scaled from a topographic map and have
 LY1730.an estimated accuracy of +/- 6 seconds.
 LY1730
 LY1730.The orthometric height was determined by differential leveling
 LY1730.and adjusted by the National Geodetic Survey in June 1991..
 LY1730
 LY1730.The geoid height was determined by GEOID03.
 LY1730
 LY1730.The dynamic height is computed by dividing the NAVD 88
 LY1730.geopotential number by the normal gravity value computed on the
 LY1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1730.degrees latitude (g = 980.6199 gals.).
 LY1730
 LY1730.The modeled gravity was interpolated from observed gravity values.
 LY1730
 LY1730;                    North         East    Units  Estimated Accuracy
 LY1730;SPC PA N     -   184,990.      763,990.      MT  (+/- 180 meters Scaled)
 LY1730
 LY1730                          SUPERSEDED SURVEY CONTROL
 LY1730
 LY1730  NGVD 29 (??/??/92)  335.686  (m)         1101.33   (f) ADJ UNCH    2 0
 LY1730
 LY1730.Superseded values are not recommended for survey control.
 LY1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1730.See file dsdata.txt to determine how the superseded data were derived.
 LY1730
 LY1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM355295(NAD 83)
 LY1730_MARKER: DB = BENCH MARK DISK
 LY1730_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1730_SP_SET: CULVERT
 LY1730_STAMPING: H 52 1934
 LY1730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1730
 LY1730  HISTORY     - Date     Condition        Report By
 LY1730  HISTORY     - 1934     MONUMENTED       CGS
 LY1730  HISTORY     - 1968     MARK NOT FOUND   NGS
 LY1730
 LY1730                          STATION DESCRIPTION
 LY1730
 LY1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LY1730'AT ALFORD.
 LY1730'AT ALFORD, SUSQUEHANNA COUNTY, ON THE MAIN LINE OF THE ERNIE
 LY1730'LACKAWANNA AND WESTERN RAILROAD, 240 FEET NORTH OF MILEPOST 166,
 LY1730'AT A CONCRETE-ARCH CULVERT, IN THE SOUTHWEST WING WALL, 12 FEET
 LY1730'WEST OF THE CENTERLINE OF THE TRACK, AND 2.5 FEET BELOW THE
 LY1730'TOP OF THE RAIL.  A STANDARD DISK, STAMPED H 52 1934.
 LY1730
 LY1730                          STATION RECOVERY (1968)
 LY1730
 LY1730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LY1730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0642 ***********************************************************************
 LZ0642  DESIGNATION -  H 53
 LZ0642  PID         -  LZ0642
 LZ0642  STATE/COUNTY-  PA/BRADFORD
 LZ0642  USGS QUAD   -  ULSTER (1969)
 LZ0642
 LZ0642                         *CURRENT SURVEY CONTROL
 LZ0642  ___________________________________________________________________
 LZ0642* NAD 83(1986)-  41 50 58.     (N)    076 30 00.     (W)     SCALED    
 LZ0642* NAVD 88     -       225.768  (meters)     740.71   (feet)  ADJUSTED  
 LZ0642  ___________________________________________________________________
 LZ0642  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 LZ0642  DYNAMIC HT  -         225.678 (meters)     740.41  (feet)  COMP
 LZ0642  MODELED GRAV-     980,219.9   (mgal)                       NAVD 88
 LZ0642
 LZ0642  VERT ORDER  -  SECOND    CLASS 0
 LZ0642
 LZ0642.The horizontal coordinates were scaled from a topographic map and have
 LZ0642.an estimated accuracy of +/- 6 seconds.
 LZ0642
 LZ0642.The orthometric height was determined by differential leveling
 LZ0642.and adjusted by the National Geodetic Survey in June 1991..
 LZ0642.WARNING-Repeat measurements at this control monument indicate possible
 LZ0642.vertical movement.
 LZ0642
 LZ0642.The geoid height was determined by GEOID03.
 LZ0642
 LZ0642.The dynamic height is computed by dividing the NAVD 88
 LZ0642.geopotential number by the normal gravity value computed on the
 LZ0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0642.degrees latitude (g = 980.6199 gals.).
 LZ0642
 LZ0642.The modeled gravity was interpolated from observed gravity values.
 LZ0642
 LZ0642;                    North         East    Units  Estimated Accuracy
 LZ0642;SPC PA N     -   187,630.      703,800.      MT  (+/- 180 meters Scaled)
 LZ0642
 LZ0642                          SUPERSEDED SURVEY CONTROL
 LZ0642
 LZ0642  NGVD 29 (??/??/92)  225.969  (m)          741.37   (f) ADJ UNCH    2 0
 LZ0642
 LZ0642.Superseded values are not recommended for survey control.
 LZ0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0642.See file dsdata.txt to determine how the superseded data were derived.
 LZ0642
 LZ0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM754341(NAD 83)
 LZ0642_MARKER: DB = BENCH MARK DISK
 LZ0642_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0642_SP_SET: CULVERT
 LZ0642_STAMPING: H 53 1934
 LZ0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0642
 LZ0642  HISTORY     - Date     Condition        Report By
 LZ0642  HISTORY     - 1934     MONUMENTED       CGS
 LZ0642  HISTORY     - 1968     GOOD             NGS
 LZ0642  HISTORY     - 19910907 GOOD             USPSQD
 LZ0642
 LZ0642                          STATION DESCRIPTION
 LZ0642
 LZ0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0642'AT ULSTER.
 LZ0642'AT ULSTER, BRADFORD COUNTY, ON THE LEHIGH VALLEY RAILROAD,
 LZ0642'300 FEET NORTH OF THE STATION, 200 FEET NORTH OF A ROAD CROSSING,
 LZ0642'AT 12-FOOT-SPAN CULVERT 261 A, IN THE TOP OF THE SOUTHWEST
 LZ0642'WING WALL, 10 FEET WEST OF THE WEST RAIL, AND ABOUT 2 FEET LOWER
 LZ0642'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED H 53 1934.
 LZ0642
 LZ0642                          STATION RECOVERY (1991)
 LZ0642
 LZ0642'RECOVERY NOTE BY US POWER SQUADRON 1991 (DEZ)
 LZ0642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2797 ***********************************************************************
 KV2797  DESIGNATION -  H 54
 KV2797  PID         -  KV2797
 KV2797  STATE/COUNTY-  PA/CARBON
 KV2797  USGS QUAD   -  LEHIGHTON (1997)
 KV2797
 KV2797                         *CURRENT SURVEY CONTROL
 KV2797  ___________________________________________________________________
 KV2797* NAD 83(1986)-  40 50 25.     (N)    075 38 05.     (W)     SCALED    
 KV2797* NAVD 88     -       233.077  (meters)     764.69   (feet)  ADJUSTED  
 KV2797  ___________________________________________________________________
 KV2797  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 KV2797  DYNAMIC HT  -         232.963 (meters)     764.31  (feet)  COMP
 KV2797  MODELED GRAV-     980,130.6   (mgal)                       NAVD 88
 KV2797
 KV2797  VERT ORDER  -  SECOND    CLASS 0
 KV2797
 KV2797.The horizontal coordinates were scaled from a topographic map and have
 KV2797.an estimated accuracy of +/- 6 seconds.
 KV2797
 KV2797.The orthometric height was determined by differential leveling
 KV2797.and adjusted by the National Geodetic Survey in June 1991..
 KV2797
 KV2797.The geoid height was determined by GEOID03.
 KV2797
 KV2797.The dynamic height is computed by dividing the NAVD 88
 KV2797.geopotential number by the normal gravity value computed on the
 KV2797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2797.degrees latitude (g = 980.6199 gals.).
 KV2797
 KV2797.The modeled gravity was interpolated from observed gravity values.
 KV2797
 KV2797;                    North         East    Units  Estimated Accuracy
 KV2797;SPC PA N     -    76,990.      778,380.      MT  (+/- 180 meters Scaled)
 KV2797
 KV2797                          SUPERSEDED SURVEY CONTROL
 KV2797
 KV2797  NGVD 29 (??/??/??)  233.278  (m)          765.35   (f) ADJUSTED    2 0
 KV2797
 KV2797.Superseded values are not recommended for survey control.
 KV2797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2797.See file dsdata.txt to determine how the superseded data were derived.
 KV2797
 KV2797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL464212(NAD 83)
 KV2797_MARKER: DB = BENCH MARK DISK
 KV2797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2797_STAMPING: H 54 1935
 KV2797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2797+STABILITY: SURFACE MOTION
 KV2797
 KV2797  HISTORY     - Date     Condition        Report By
 KV2797  HISTORY     - 1935     MONUMENTED       CGS
 KV2797  HISTORY     - 1957     MARK NOT FOUND   CGS
 KV2797
 KV2797                          STATION DESCRIPTION
 KV2797
 KV2797'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KV2797'4.2 MI E FROM WEISSPORT.
 KV2797'4.2 MILES EAST ALONG U.S. HIGHWAY 209 FROM WEISSPORT, CARBON
 KV2797'COUNTY, AT BELTZ FARM, 45 FEET SE OF ORMER DWELLING OF DAVID R.
 KV2797'BELTZ, 18 FEET SOUTH OF CENTERLINE OF HIGHWAY, 165 FEET EAST OF
 KV2797'CROSS ROADS AT THE BASE OF A MAIL BOX POST AND ABOUT 4 INCHES UNDER
 KV2797'GROUND.  A STANDARD DISK STAMPED H 54 1935 AND SET IN THE TOP
 KV2797'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1319 ***********************************************************************
 LY1319  DESIGNATION -  H 55
 LY1319  PID         -  LY1319
 LY1319  STATE/COUNTY-  PA/LUZERNE
 LY1319  USGS QUAD   -  WILKES-BARRE WEST (1990)
 LY1319
 LY1319                         *CURRENT SURVEY CONTROL
 LY1319  ___________________________________________________________________
 LY1319* NAD 83(1986)-  41 14 22.     (N)    075 56 46.     (W)     SCALED    
 LY1319* NAVD 88     -       163.783  (meters)     537.34   (feet)  ADJUSTED  
 LY1319  ___________________________________________________________________
 LY1319  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 LY1319  DYNAMIC HT  -         163.717 (meters)     537.13  (feet)  COMP
 LY1319  MODELED GRAV-     980,213.6   (mgal)                       NAVD 88
 LY1319
 LY1319  VERT ORDER  -  SECOND    CLASS 0
 LY1319
 LY1319.The horizontal coordinates were scaled from a topographic map and have
 LY1319.an estimated accuracy of +/- 6 seconds.
 LY1319
 LY1319.The orthometric height was determined by differential leveling
 LY1319.and adjusted by the National Geodetic Survey in June 1991..
 LY1319
 LY1319.The geoid height was determined by GEOID03.
 LY1319
 LY1319.The dynamic height is computed by dividing the NAVD 88
 LY1319.geopotential number by the normal gravity value computed on the
 LY1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1319.degrees latitude (g = 980.6199 gals.).
 LY1319
 LY1319.The modeled gravity was interpolated from observed gravity values.
 LY1319
 LY1319;                    North         East    Units  Estimated Accuracy
 LY1319;SPC PA N     -   120,710.      751,200.      MT  (+/- 180 meters Scaled)
 LY1319
 LY1319                          SUPERSEDED SURVEY CONTROL
 LY1319
 LY1319  NGVD 29 (??/??/92)  163.996  (m)          538.04   (f) ADJ UNCH    2 0
 LY1319
 LY1319.Superseded values are not recommended for survey control.
 LY1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1319.See file dsdata.txt to determine how the superseded data were derived.
 LY1319
 LY1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL207657(NAD 83)
 LY1319_MARKER: DB = BENCH MARK DISK
 LY1319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1319_SP_SET: SIGNAL TOWER FOUNDATION
 LY1319_STAMPING: H 55 1934
 LY1319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1319
 LY1319  HISTORY     - Date     Condition        Report By
 LY1319  HISTORY     - 1934     MONUMENTED       CGS
 LY1319  HISTORY     - 1942     GOOD             NGS
 LY1319  HISTORY     - 1969     GOOD             NGS
 LY1319
 LY1319                          STATION DESCRIPTION
 LY1319
 LY1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY1319'AT PLYMOUTH.
 LY1319'AT PLYMOUTH, LUZERNE COUNTY, ON THE ERIE-LACKAWANNA RAILROAD,
 LY1319'400 FEET EAST OF MILEPOST 154, IN THE SOUTHEAST CORNER OF A
 LY1319'SIGNAL-TOWER FOUNDATION, 35 FEET EAST OF THE CENTERLINE OF
 LY1319'HANOVER STREET, 25 FEET SOUTH OF THE CENTERLINE OF THE EAST-BOUND
 LY1319'TRACK, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK,
 LY1319'STAMPED H 55 1934.
 LY1319
 LY1319                          STATION RECOVERY (1969)
 LY1319
 LY1319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LY1319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0108 ***********************************************************************
 LZ0108  DESIGNATION -  H 57
 LZ0108  PID         -  LZ0108
 LZ0108  STATE/COUNTY-  PA/LUZERNE
 LZ0108  USGS QUAD   -  NOXEN (1981)
 LZ0108
 LZ0108                         *CURRENT SURVEY CONTROL
 LZ0108  ___________________________________________________________________
 LZ0108* NAD 83(1986)-  41 23 18.     (N)    076 03 21.     (W)     SCALED    
 LZ0108* NAVD 88     -       360.369  (meters)    1182.31   (feet)  ADJUSTED  
 LZ0108  ___________________________________________________________________
 LZ0108  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 LZ0108  DYNAMIC HT  -         360.222 (meters)    1181.83  (feet)  COMP
 LZ0108  MODELED GRAV-     980,203.7   (mgal)                       NAVD 88
 LZ0108
 LZ0108  VERT ORDER  -  SECOND    CLASS 0
 LZ0108
 LZ0108.The horizontal coordinates were scaled from a topographic map and have
 LZ0108.an estimated accuracy of +/- 6 seconds.
 LZ0108
 LZ0108.The orthometric height was determined by differential leveling
 LZ0108.and adjusted by the National Geodetic Survey in June 1991..
 LZ0108
 LZ0108.The geoid height was determined by GEOID03.
 LZ0108
 LZ0108.The dynamic height is computed by dividing the NAVD 88
 LZ0108.geopotential number by the normal gravity value computed on the
 LZ0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0108.degrees latitude (g = 980.6199 gals.).
 LZ0108
 LZ0108.The modeled gravity was interpolated from observed gravity values.
 LZ0108
 LZ0108;                    North         East    Units  Estimated Accuracy
 LZ0108;SPC PA N     -   137,060.      741,680.      MT  (+/- 180 meters Scaled)
 LZ0108
 LZ0108                          SUPERSEDED SURVEY CONTROL
 LZ0108
 LZ0108  NGVD 29 (??/??/92)  360.569  (m)         1182.97   (f) ADJ UNCH    2 0
 LZ0108
 LZ0108.Superseded values are not recommended for survey control.
 LZ0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0108.See file dsdata.txt to determine how the superseded data were derived.
 LZ0108
 LZ0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL117824(NAD 83)
 LZ0108_MARKER: DB = BENCH MARK DISK
 LZ0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0108_STAMPING: H 57 1934
 LZ0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0108+STABILITY: SURFACE MOTION
 LZ0108
 LZ0108  HISTORY     - Date     Condition        Report By
 LZ0108  HISTORY     - 1934     MONUMENTED       CGS
 LZ0108
 LZ0108                          STATION DESCRIPTION
 LZ0108
 LZ0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0108'AT RUGGLES.
 LZ0108'AT RUGGLES, LUZERNE COUNTY, ON THE LEHIGH VALLEY RAILROAD,
 LZ0108'ABOUT 640 FEET SOUTH OF MILEPOST 196, 55 FEET NORTHEAST OF THE
 LZ0108'CROSSING OF ROUTE 14, 40 FEET EAST OF THE CENTER LINE OF THE
 LZ0108'TRACK, AND ABOUT 1.5 FEET LOWER THAN THE TOP OF THE RAIL.  A
 LZ0108'STANDARD DISK, STAMPED H 57 1934 AND SET IN THE TOP OF A CONCRETE
 LZ0108'POST, PROJECTING ABOUT 5 INCHES ABOVE-GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0033 ***********************************************************************
 LZ0033  DESIGNATION -  H 58
 LZ0033  PID         -  LZ0033
 LZ0033  STATE/COUNTY-  PA/WYOMING
 LZ0033  USGS QUAD   -  MESHOPPEN (1969)
 LZ0033
 LZ0033                         *CURRENT SURVEY CONTROL
 LZ0033  ___________________________________________________________________
 LZ0033* NAD 83(1986)-  41 33 43.     (N)    076 00 23.     (W)     SCALED    
 LZ0033* NAVD 88     -       189.686  (meters)     622.33   (feet)  ADJUSTED  
 LZ0033  ___________________________________________________________________
 LZ0033  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 LZ0033  DYNAMIC HT  -         189.611 (meters)     622.08  (feet)  COMP
 LZ0033  MODELED GRAV-     980,228.4   (mgal)                       NAVD 88
 LZ0033
 LZ0033  VERT ORDER  -  SECOND    CLASS 0
 LZ0033
 LZ0033.The horizontal coordinates were scaled from a topographic map and have
 LZ0033.an estimated accuracy of +/- 6 seconds.
 LZ0033
 LZ0033.The orthometric height was determined by differential leveling
 LZ0033.and adjusted by the National Geodetic Survey in June 1991..
 LZ0033
 LZ0033.The geoid height was determined by GEOID03.
 LZ0033
 LZ0033.The dynamic height is computed by dividing the NAVD 88
 LZ0033.geopotential number by the normal gravity value computed on the
 LZ0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0033.degrees latitude (g = 980.6199 gals.).
 LZ0033
 LZ0033.The modeled gravity was interpolated from observed gravity values.
 LZ0033
 LZ0033;                    North         East    Units  Estimated Accuracy
 LZ0033;SPC PA N     -   156,420.      745,430.      MT  (+/- 180 meters Scaled)
 LZ0033
 LZ0033                          SUPERSEDED SURVEY CONTROL
 LZ0033
 LZ0033  NGVD 29 (??/??/92)  189.89   (m)          623.0    (f) COMPUTED    2 0
 LZ0033
 LZ0033.Superseded values are not recommended for survey control.
 LZ0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0033.See file dsdata.txt to determine how the superseded data were derived.
 LZ0033
 LZ0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM160016(NAD 83)
 LZ0033_MARKER: DB = BENCH MARK DISK
 LZ0033_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0033_SP_SET: BRIDGE
 LZ0033_STAMPING: H 58 1934
 LZ0033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0033
 LZ0033  HISTORY     - Date     Condition        Report By
 LZ0033  HISTORY     - 1934     MONUMENTED       CGS
 LZ0033
 LZ0033                          STATION DESCRIPTION
 LZ0033
 LZ0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0033'AT VOSBURG.
 LZ0033'AT VOSBURG ON LV R.R. 400 FT EAST OF EAST PORTAL OF VOSBURG
 LZ0033'TUNNEL 300 FT WEST OF STATION IN 35 FT SPAN GIRDER BRIDGE ON
 LZ0033'CENTER BETWEEN MAIN TRACKS OF EAST COPING 6 FT SOUTH OF SOUTH
 LZ0033'BOUND TRACK 6 IN BELOW TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0034 ***********************************************************************
 LZ0034  DESIGNATION -  H 58 RESET 1966
 LZ0034  PID         -  LZ0034
 LZ0034  STATE/COUNTY-  PA/WYOMING
 LZ0034  USGS QUAD   -  MESHOPPEN (1969)
 LZ0034
 LZ0034                         *CURRENT SURVEY CONTROL
 LZ0034  ___________________________________________________________________
 LZ0034* NAD 83(1986)-  41 33 43.     (N)    076 00 23.     (W)     SCALED    
 LZ0034* NAVD 88     -       189.55   (+/-2cm)     621.9    (feet)  VERTCON   
 LZ0034  ___________________________________________________________________
 LZ0034  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 LZ0034
 LZ0034  VERT ORDER  -  THIRD (See Below)
 LZ0034
 LZ0034.The horizontal coordinates were scaled from a topographic map and have
 LZ0034.an estimated accuracy of +/- 6 seconds.
 LZ0034
 LZ0034.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ0034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ0034.The vertical order pertains to the NGVD 29 superseded value.
 LZ0034
 LZ0034.The geoid height was determined by GEOID03.
 LZ0034
 LZ0034;                    North         East    Units  Estimated Accuracy
 LZ0034;SPC PA N     -   156,420.      745,430.      MT  (+/- 180 meters Scaled)
 LZ0034
 LZ0034                          SUPERSEDED SURVEY CONTROL
 LZ0034
 LZ0034  NGVD 29 (??/??/??)  189.76   (m)          622.6    (f) RESET       3  
 LZ0034
 LZ0034.Superseded values are not recommended for survey control.
 LZ0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0034.See file dsdata.txt to determine how the superseded data were derived.
 LZ0034
 LZ0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM160016(NAD 83)
 LZ0034_MARKER: DD = SURVEY DISK
 LZ0034_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0034_SP_SET: BRIDGE
 LZ0034_STAMPING: H 58 RESET 1966
 LZ0034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0034
 LZ0034  HISTORY     - Date     Condition        Report By
 LZ0034  HISTORY     - 1966     MONUMENTED       LVRR
 LZ0034
 LZ0034                          STATION DESCRIPTION
 LZ0034
 LZ0034'DESCRIBED BY LEHIGH VALLEY RAILROAD 1966
 LZ0034'AT VOSBURG.
 LZ0034'AT VOSBURG, ABOUT 300 FEET WEST OF THE LEHIGH VALLEY RAILROAD
 LZ0034'STATION, ABOUT 400 FEET EAST OF THE EAST PORTAL OF THE VOSBURG
 LZ0034'TUNNEL, AT A 35-FOOT GIRDER BRIDGE, IN THE EAST COPING, 7 FEET
 LZ0034'3 INCHES NORTHEAST OF THE CENTER LINE OF THE SINGLE TRACK, AND
 LZ0034'ABOUT 6 INCHES LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1127 ***********************************************************************
 LY1127  DESIGNATION -  H 59
 LY1127  PID         -  LY1127
 LY1127  STATE/COUNTY-  PA/MONROE
 LY1127  USGS QUAD   -  MOUNT POCONO (1992)
 LY1127
 LY1127                         *CURRENT SURVEY CONTROL
 LY1127  ___________________________________________________________________
 LY1127* NAD 83(1986)-  41 07 02.     (N)    075 21 09.     (W)     SCALED    
 LY1127* NAVD 88     -       505.235  (meters)    1657.59   (feet)  ADJUSTED  
 LY1127  ___________________________________________________________________
 LY1127  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 LY1127  DYNAMIC HT  -         504.985 (meters)    1656.77  (feet)  COMP
 LY1127  MODELED GRAV-     980,114.4   (mgal)                       NAVD 88
 LY1127
 LY1127  VERT ORDER  -  SECOND    CLASS 0
 LY1127
 LY1127.The horizontal coordinates were scaled from a topographic map and have
 LY1127.an estimated accuracy of +/- 6 seconds.
 LY1127
 LY1127.The orthometric height was determined by differential leveling
 LY1127.and adjusted by the National Geodetic Survey in June 1991..
 LY1127
 LY1127.The geoid height was determined by GEOID03.
 LY1127
 LY1127.The dynamic height is computed by dividing the NAVD 88
 LY1127.geopotential number by the normal gravity value computed on the
 LY1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1127.degrees latitude (g = 980.6199 gals.).
 LY1127
 LY1127.The modeled gravity was interpolated from observed gravity values.
 LY1127
 LY1127;                    North         East    Units  Estimated Accuracy
 LY1127;SPC PA N     -   108,350.      801,330.      MT  (+/- 180 meters Scaled)
 LY1127
 LY1127                          SUPERSEDED SURVEY CONTROL
 LY1127
 LY1127  NGVD 29 (??/??/92)  505.409  (m)         1658.16   (f) ADJ UNCH    2 0
 LY1127
 LY1127.Superseded values are not recommended for survey control.
 LY1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1127.See file dsdata.txt to determine how the superseded data were derived.
 LY1127
 LY1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL704518(NAD 83)
 LY1127_MARKER: DB = BENCH MARK DISK
 LY1127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1127_SP_SET: GATE BASE
 LY1127_STAMPING: H 59 1934
 LY1127_MARK LOGO: CGS   
 LY1127_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY1127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY1127+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2003
 LY1127
 LY1127  HISTORY     - Date     Condition        Report By
 LY1127  HISTORY     - 1934     MONUMENTED       CGS
 LY1127  HISTORY     - 1968     GOOD             NGS
 LY1127  HISTORY     - 19990701 GOOD             PADT
 LY1127  HISTORY     - 19990701 GOOD             PADT
 LY1127  HISTORY     - 20030507 GOOD             PADT
 LY1127
 LY1127                          STATION DESCRIPTION
 LY1127
 LY1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LY1127'AT MT POCONO.
 LY1127'AT MOUNT POCONO ON THE D.L. AND W.R.R., 100 FEET SOUTHEAST OF
 LY1127'THE STATION, 15 FEET NORTHWEST OF THE WATCHMANS TOWER, 15 FEET
 LY1127'SOUTHEAST OF THE CENTERLINE OF THE STREET, IN CONCRETE BASE OF
 LY1127'R.R. CROSSING GATE, ON THE SOUTHWEST CORNER OF SOUTHEAST SIDE,
 LY1127'15 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 6 INCHES ABOVE
 LY1127'THE TOP OF THE RAIL.  A STANDARD BRONZE DISK STAMPED H 59 1934.
 LY1127'NOTE-- OCTOBER 1944 REPORT OF L.F. LEARN, AGT. DL AND W RR
 LY1127'CO-- ACCOUNT OF RELOCATION OF HIGHWAY AND ELIMINATION OF GRADE
 LY1127'CROSSING THE DESCRIPTION OF LOCATION OF THIS DISK IS INCORRECT.
 LY1127'STATION HAS BEEN MOVED ABOUT 430 FT SE OF HIS DISK, WATCHMANS
 LY1127'TOWER HAS BEEN REMOVED AND RAILROAD TRACKS HAVE BEEN MOVED ABOUT
 LY1127'110 FEET SOUTH OF DISK.
 LY1127
 LY1127                          STATION RECOVERY (1999)
 LY1127
 LY1127'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (SQ)
 LY1127'FROM CONCRETE RR BRIDGE OVER SR 611 AT THE SOUTHERN END OF MT POCONO,
 LY1127'PROCEED NORTH ON SR 611 FOR APPROX 0.12 MILES TO THE INTERSECTION OF
 LY1127'FORK ST AND POCONO BLVD, SR 611.  THE STATION IS LOCATED 315 FEET
 LY1127'SOUTH OF THE INTERSECTION ALONG FORK ST, 17 FEET EAST OF THE
 LY1127'CENTERLINE OF FORK ST, 10.7 FEET SOUTHWEST OF PP-L POWER POLE
 LY1127'65965-N35596, AND 20.5 FEET SOUTHWEST OF BELL TELEPHONE POLE IT6004.
 LY1127' 
 LY1127
 LY1127                          STATION RECOVERY (1999)
 LY1127
 LY1127'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (SQ)
 LY1127'FROM CONCRETE R/R BRIDGE OVER SR611 AT THE SOUTH END OF MT POCONO
 LY1127'BOROUGH, PROCEED NORTH ON SR611 FOR APPROXIMATELY 0.12 MI (0.19 KM) TO
 LY1127'THE INTERSECTION OF FORK STREET AND SR 611 -POCONO BLVD-.  THE STATION
 LY1127'IS LOCATED 315 FT (96.0 M) SOUTH OF INTERSECTION ALONG FORK STREET, 17
 LY1127'FT (5.2 M) EAST OF CENTER LINE OF FORK STREET, 10.7 FT (3.3 M) SW OF
 LY1127'PPL POLE NO 65965 - N 35596, 20.5 FT (6.2 M) SW OF BELL TELEPHONE POLE
 LY1127'NO IT6004.
 LY1127
 LY1127                          STATION RECOVERY (2003)
 LY1127
 LY1127'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 LY1127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0734 ***********************************************************************
 KW0734  DESIGNATION -  H 6
 KW0734  PID         -  KW0734
 KW0734  STATE/COUNTY-  PA/LANCASTER
 KW0734  USGS QUAD   -  COLUMBIA EAST (1995)
 KW0734
 KW0734                         *CURRENT SURVEY CONTROL
 KW0734  ___________________________________________________________________
 KW0734* NAD 83(1986)-  40 02 10.     (N)    076 24 14.     (W)     SCALED    
 KW0734* NAVD 88     -       125.526  (meters)     411.83   (feet)  ADJUSTED  
 KW0734  ___________________________________________________________________
 KW0734  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KW0734  DYNAMIC HT  -         125.461 (meters)     411.62  (feet)  COMP
 KW0734  MODELED GRAV-     980,107.8   (mgal)                       NAVD 88
 KW0734
 KW0734  VERT ORDER  -  FIRST     CLASS II
 KW0734
 KW0734.The horizontal coordinates were scaled from a topographic map and have
 KW0734.an estimated accuracy of +/- 6 seconds.
 KW0734
 KW0734.The orthometric height was determined by differential leveling
 KW0734.and adjusted by the National Geodetic Survey in June 1991..
 KW0734
 KW0734.The geoid height was determined by GEOID03.
 KW0734
 KW0734.The dynamic height is computed by dividing the NAVD 88
 KW0734.geopotential number by the normal gravity value computed on the
 KW0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0734.degrees latitude (g = 980.6199 gals.).
 KW0734
 KW0734.The modeled gravity was interpolated from observed gravity values.
 KW0734
 KW0734;                    North         East    Units  Estimated Accuracy
 KW0734;SPC PA S     -    78,910.      714,880.      MT  (+/- 180 meters Scaled)
 KW0734
 KW0734                          SUPERSEDED SURVEY CONTROL
 KW0734
 KW0734  NGVD 29 (??/??/??)  125.777  (m)          412.65   (f) ADJUSTED    1 2
 KW0734
 KW0734.Superseded values are not recommended for survey control.
 KW0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0734.See file dsdata.txt to determine how the superseded data were derived.
 KW0734
 KW0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK802327(NAD 83)
 KW0734_MARKER: DB = BENCH MARK DISK
 KW0734_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0734_SP_SET: FOUNDATION
 KW0734_STAMPING: H 6 1955
 KW0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0734
 KW0734  HISTORY     - Date     Condition        Report By
 KW0734  HISTORY     - 1955     MONUMENTED       CGS
 KW0734  HISTORY     - 1975     GOOD             PADT
 KW0734
 KW0734                          STATION DESCRIPTION
 KW0734
 KW0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KW0734'1.2 MI E FROM MOUNTVILLE.
 KW0734'ABOUT 1.25 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE OVERPASS OVER
 KW0734'THE PENNSYLVANIA RAILROAD AT MOUNTVILLE, ABOUT 150 YARDS SOUTH OF
 KW0734'HIGHWAY, AT GARDEN SPOT AIRPORT, 9 FEET WEST OF THE SOUTHWEST
 KW0734'CORNER OF THE WEST ONE OF THREE QUONSET TYPE METAL COVERED
 KW0734'HANGAR BUILDINGS, SET VERTICALLY ABOUT 1 FOOT ABOVE GROUND IN
 KW0734'THE SOUTH FACE OF CONCRETE FOUNDATION OF TRACK FOR SLIDING DOOR,
 KW0734'AND 1.2 FEET EAST OF WEST END OF DOOR TRACK.
 KW0734
 KW0734                          STATION RECOVERY (1975)
 KW0734
 KW0734'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 KW0734'AIRPORT IS CLOSED AND MOST WESTERLY QUONSET BUILDING IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1042 ***********************************************************************
 LY1042  DESIGNATION -  H 60
 LY1042  PID         -  LY1042
 LY1042  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1042  USGS QUAD   -  FOREST CITY (1994)
 LY1042
 LY1042                         *CURRENT SURVEY CONTROL
 LY1042  ___________________________________________________________________
 LY1042* NAD 83(1986)-  41 39 06.     (N)    075 27 49.     (W)     SCALED    
 LY1042* NAVD 88     -       451.535  (meters)    1481.41   (feet)  ADJUSTED  
 LY1042  ___________________________________________________________________
 LY1042  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LY1042  DYNAMIC HT  -         451.357 (meters)    1480.83  (feet)  COMP
 LY1042  MODELED GRAV-     980,214.6   (mgal)                       NAVD 88
 LY1042
 LY1042  VERT ORDER  -  SECOND    CLASS 0
 LY1042
 LY1042.The horizontal coordinates were scaled from a topographic map and have
 LY1042.an estimated accuracy of +/- 6 seconds.
 LY1042
 LY1042.The orthometric height was determined by differential leveling
 LY1042.and adjusted by the National Geodetic Survey in June 1991..
 LY1042
 LY1042.The geoid height was determined by GEOID03.
 LY1042
 LY1042.The dynamic height is computed by dividing the NAVD 88
 LY1042.geopotential number by the normal gravity value computed on the
 LY1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1042.degrees latitude (g = 980.6199 gals.).
 LY1042
 LY1042.The modeled gravity was interpolated from observed gravity values.
 LY1042
 LY1042;                    North         East    Units  Estimated Accuracy
 LY1042;SPC PA N     -   167,430.      790,430.      MT  (+/- 180 meters Scaled)
 LY1042
 LY1042                          SUPERSEDED SURVEY CONTROL
 LY1042
 LY1042  NGVD 29 (??/??/92)  451.716  (m)         1482.00   (f) ADJ UNCH    2 0
 LY1042
 LY1042.Superseded values are not recommended for survey control.
 LY1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1042.See file dsdata.txt to determine how the superseded data were derived.
 LY1042
 LY1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM613112(NAD 83)
 LY1042_MARKER: DB = BENCH MARK DISK
 LY1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1042_STAMPING: H 60 1934
 LY1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1042+STABILITY: SURFACE MOTION
 LY1042
 LY1042  HISTORY     - Date     Condition        Report By
 LY1042  HISTORY     - 1934     MONUMENTED       CGS
 LY1042  HISTORY     - 1944     GOOD             NGS
 LY1042
 LY1042                          STATION DESCRIPTION
 LY1042
 LY1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 LY1042'AT FOREST CITY.
 LY1042'AT FOREST CITY, SUSQUEHANNA COUNTY, 20 FEET NORTH OF THE NORTH
 LY1042'END OF THE ERIE RAILROAD STATION, 15 FEET SOUTH OF THE WEST END
 LY1042'OF A 6-FOOT CULVERT, 15 FEET WEST OF THE CENTERLINE OF THE
 LY1042'SOUTH-BOUND TRACK, 10 FEET EAST OF A GREEN OUTHOUSE, AND LEVEL
 LY1042'WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED H 60 1934 AND
 LY1042'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0008 ***********************************************************************
 MB0008  DESIGNATION -  H 62
 MB0008  PID         -  MB0008
 MB0008  STATE/COUNTY-  PA/CRAWFORD
 MB0008  USGS QUAD   -  GENEVA (1990)
 MB0008
 MB0008                         *CURRENT SURVEY CONTROL
 MB0008  ___________________________________________________________________
 MB0008* NAD 83(1986)-  41 35 28.     (N)    080 09 31.     (W)     SCALED    
 MB0008* NAVD 88     -       330.075  (meters)    1082.92   (feet)  ADJUSTED  
 MB0008  ___________________________________________________________________
 MB0008  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB0008  DYNAMIC HT  -         329.938 (meters)    1082.47  (feet)  COMP
 MB0008  MODELED GRAV-     980,200.0   (mgal)                       NAVD 88
 MB0008
 MB0008  VERT ORDER  -  SECOND    CLASS 0
 MB0008
 MB0008.The horizontal coordinates were scaled from a topographic map and have
 MB0008.an estimated accuracy of +/- 6 seconds.
 MB0008
 MB0008.The orthometric height was determined by differential leveling
 MB0008.and adjusted by the National Geodetic Survey in June 1991..
 MB0008.WARNING-Repeat measurements at this control monument indicate possible
 MB0008.vertical movement.
 MB0008
 MB0008.The geoid height was determined by GEOID03.
 MB0008
 MB0008.The dynamic height is computed by dividing the NAVD 88
 MB0008.geopotential number by the normal gravity value computed on the
 MB0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0008.degrees latitude (g = 980.6199 gals.).
 MB0008
 MB0008.The modeled gravity was interpolated from observed gravity values.
 MB0008
 MB0008;                    North         East    Units  Estimated Accuracy
 MB0008;SPC PA N     -   160,980.      399,210.      MT  (+/- 180 meters Scaled)
 MB0008
 MB0008                          SUPERSEDED SURVEY CONTROL
 MB0008
 MB0008  NGVD 29 (??/??/92)  330.250  (m)         1083.50   (f) ADJ UNCH    2 0
 MB0008
 MB0008.Superseded values are not recommended for survey control.
 MB0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0008.See file dsdata.txt to determine how the superseded data were derived.
 MB0008
 MB0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG701047(NAD 83)
 MB0008_MARKER: DB = BENCH MARK DISK
 MB0008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0008_SP_SET: BRIDGE
 MB0008_STAMPING: H 62 1935
 MB0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0008
 MB0008  HISTORY     - Date     Condition        Report By
 MB0008  HISTORY     - 1935     MONUMENTED       CGS
 MB0008  HISTORY     - 1960     GOOD             NGS
 MB0008
 MB0008                          STATION DESCRIPTION
 MB0008
 MB0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MB0008'3.7 MI SW FROM MEADVILLE.
 MB0008'3.7 MILES SOUTHWEST ALONG THE BESSEMER AND LAKE ERIE RAILROAD
 MB0008'FROM THE STATION AT MEADVILLE, 170 FEET SOUTHEAST OF POLE 12+35,
 MB0008'ON A DIRT ROAD BETWEEN THE B AND LERR, AND THE ERIE R.R., 160
 MB0008'FEET SOUTH OF THE SOUTH RAIL, AT HIGHWAY STATION 174, AT
 MB0008'BRIDGE 174, IN THE TOP OF THE SOUTHWEST RAILING POST, 12 FEET
 MB0008'WEST OF THE CENTERLINE OF THE ROAD, AND 4 FEET HIGHER THAN THE
 MB0008'ROADWAY.  A STANDARD DISK, STAMPED H 62 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0301 ***********************************************************************
 MB0301  DESIGNATION -  H 63
 MB0301  PID         -  MB0301
 MB0301  STATE/COUNTY-  PA/MERCER
 MB0301  USGS QUAD   -  MERCER (1990)
 MB0301
 MB0301                         *CURRENT SURVEY CONTROL
 MB0301  ___________________________________________________________________
 MB0301* NAD 83(1986)-  41 13 53.     (N)    080 09 50.     (W)     SCALED    
 MB0301* NAVD 88     -       356.496  (meters)    1169.60   (feet)  ADJUSTED  
 MB0301  ___________________________________________________________________
 MB0301  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 MB0301  DYNAMIC HT  -         356.332 (meters)    1169.07  (feet)  COMP
 MB0301  MODELED GRAV-     980,155.7   (mgal)                       NAVD 88
 MB0301
 MB0301  VERT ORDER  -  SECOND    CLASS 0
 MB0301
 MB0301.The horizontal coordinates were scaled from a topographic map and have
 MB0301.an estimated accuracy of +/- 6 seconds.
 MB0301
 MB0301.The orthometric height was determined by differential leveling
 MB0301.and adjusted by the National Geodetic Survey in June 1991..
 MB0301.WARNING-Repeat measurements at this control monument indicate possible
 MB0301.vertical movement.
 MB0301
 MB0301.The geoid height was determined by GEOID03.
 MB0301
 MB0301.The dynamic height is computed by dividing the NAVD 88
 MB0301.geopotential number by the normal gravity value computed on the
 MB0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0301.degrees latitude (g = 980.6199 gals.).
 MB0301
 MB0301.The modeled gravity was interpolated from observed gravity values.
 MB0301
 MB0301;                    North         East    Units  Estimated Accuracy
 MB0301;SPC PA N     -   121,060.      397,650.      MT  (+/- 180 meters Scaled)
 MB0301
 MB0301                          SUPERSEDED SURVEY CONTROL
 MB0301
 MB0301  NGVD 29 (??/??/92)  356.623  (m)         1170.02   (f) ADJ UNCH    2 0
 MB0301
 MB0301.Superseded values are not recommended for survey control.
 MB0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0301.See file dsdata.txt to determine how the superseded data were derived.
 MB0301
 MB0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF700647(NAD 83)
 MB0301_MARKER: DB = BENCH MARK DISK
 MB0301_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0301_SP_SET: FOUNDATION
 MB0301_STAMPING: H 63 1935
 MB0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0301
 MB0301  HISTORY     - Date     Condition        Report By
 MB0301  HISTORY     - 1935     MONUMENTED       CGS
 MB0301  HISTORY     - 1960     GOOD             NGS
 MB0301
 MB0301                          STATION DESCRIPTION
 MB0301
 MB0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MB0301'1.9 MI N FROM PARDOE.
 MB0301'1.9 MILES NORTH ALONG THE BESSEMER AND LAKE ERIE RAILROAD FROM
 MB0301'THE STATION AT PARDOE, AT MILEPOST 36.5, AT A 400-FOOT STEEL
 MB0301'BRIDGE, AT THE SECOND TOWER FROM THE SOUTH END, IN THE TOP OF THE
 MB0301'NORTHEAST COLUMN FOUNDATION, 9 FEET WEST OF THE WEST RAIL, AND
 MB0301'ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 MB0301'H 63 1935.  NOTE-- (REPORT 1958) EXCEPT THE TRACK MEASUREMENT
 MB0301'HAS BEEN REMOVED AND THE MAIN LINE IS OVER THE BRIDGE MENTIONED,
 MB0301'AND CROSSES THE OLD RAILROAD BED AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0253 ***********************************************************************
 MB0253  DESIGNATION -  H 64
 MB0253  PID         -  MB0253
 MB0253  STATE/COUNTY-  PA/LAWRENCE
 MB0253  USGS QUAD   -  NEW CASTLE NORTH (1990)
 MB0253
 MB0253                         *CURRENT SURVEY CONTROL
 MB0253  ___________________________________________________________________
 MB0253* NAD 83(1986)-  41 02 29.     (N)    080 18 16.     (W)     SCALED    
 MB0253* NAVD 88     -       275.359  (meters)     903.41   (feet)  ADJUSTED  
 MB0253  ___________________________________________________________________
 MB0253  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 MB0253  DYNAMIC HT  -         275.227 (meters)     902.97  (feet)  COMP
 MB0253  MODELED GRAV-     980,140.3   (mgal)                       NAVD 88
 MB0253
 MB0253  VERT ORDER  -  SECOND    CLASS 0
 MB0253
 MB0253.The horizontal coordinates were scaled from a topographic map and have
 MB0253.an estimated accuracy of +/- 6 seconds.
 MB0253
 MB0253.The orthometric height was determined by differential leveling
 MB0253.and adjusted by the National Geodetic Survey in June 1991..
 MB0253
 MB0253.The geoid height was determined by GEOID03.
 MB0253
 MB0253.The dynamic height is computed by dividing the NAVD 88
 MB0253.geopotential number by the normal gravity value computed on the
 MB0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0253.degrees latitude (g = 980.6199 gals.).
 MB0253
 MB0253.The modeled gravity was interpolated from observed gravity values.
 MB0253
 MB0253;                    North         East    Units  Estimated Accuracy
 MB0253;SPC PA S     -   192,770.      385,240.      MT  (+/- 180 meters Scaled)
 MB0253
 MB0253                          SUPERSEDED SURVEY CONTROL
 MB0253
 MB0253  NGVD 29 (??/??/92)  275.506  (m)          903.89   (f) ADJ UNCH    2 0
 MB0253
 MB0253.Superseded values are not recommended for survey control.
 MB0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0253.See file dsdata.txt to determine how the superseded data were derived.
 MB0253
 MB0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF584435(NAD 83)
 MB0253_MARKER: DB = BENCH MARK DISK
 MB0253_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0253_SP_SET: BRIDGE
 MB0253_STAMPING: H 64 1935
 MB0253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0253
 MB0253  HISTORY     - Date     Condition        Report By
 MB0253  HISTORY     - 1935     MONUMENTED       CGS
 MB0253  HISTORY     - 1944     GOOD             NGS
 MB0253
 MB0253                          STATION DESCRIPTION
 MB0253
 MB0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 MB0253'AT EASTBROOK.
 MB0253'AT EASTBROOK, ON THE PENNSYLVANIA RAILROAD, ABOUT 0.3 MILE
 MB0253'NORTH OF MILEPOST 54, AT THE EAST SIDE OF BRIDGE 54.27, IN THE
 MB0253'TOP OF THE SOUTH ABUTMENT, 4 FEET EAST OF THE EAST RAIL, AND
 MB0253'ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 MB0253'H 64 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1501 ***********************************************************************
 MA1501  DESIGNATION -  H 65
 MA1501  PID         -  MA1501
 MA1501  STATE/COUNTY-  PA/ERIE
 MA1501  USGS QUAD   -  CORRY (1993)
 MA1501
 MA1501                         *CURRENT SURVEY CONTROL
 MA1501  ___________________________________________________________________
 MA1501* NAD 83(1992)-  41 55 15.99789(N)    079 38 20.31448(W)     ADJUSTED  
 MA1501* NAVD 88     -       435.273  (meters)    1428.06   (feet)  ADJUSTED  
 MA1501  ___________________________________________________________________
 MA1501  X           -     854,855.279 (meters)                     COMP
 MA1501  Y           -  -4,675,651.786 (meters)                     COMP
 MA1501  Z           -   4,239,356.362 (meters)                     COMP
 MA1501  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 MA1501  ELLIP HEIGHT-         401.63  (meters)          (06/21/02) GPS OBS
 MA1501  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 MA1501  DYNAMIC HT  -         435.092 (meters)    1427.46  (feet)  COMP
 MA1501  MODELED GRAV-     980,195.4   (mgal)                       NAVD 88
 MA1501
 MA1501  HORZ ORDER  -  THIRD
 MA1501  VERT ORDER  -  FIRST     CLASS II
 MA1501  ELLP ORDER  -  FOURTH    CLASS I
 MA1501
 MA1501.The horizontal coordinates were established by GPS observations
 MA1501.and adjusted by the National Geodetic Survey in June 2002..
 MA1501
 MA1501.The orthometric height was determined by differential leveling
 MA1501.and adjusted by the National Geodetic Survey in June 1991..
 MA1501
 MA1501.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MA1501
 MA1501.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1501
 MA1501.The ellipsoidal height was determined by GPS observations
 MA1501.and is referenced to NAD 83.
 MA1501
 MA1501.The geoid height was determined by GEOID03.
 MA1501
 MA1501.The dynamic height is computed by dividing the NAVD 88
 MA1501.geopotential number by the normal gravity value computed on the
 MA1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1501.degrees latitude (g = 980.6199 gals.).
 MA1501
 MA1501.The modeled gravity was interpolated from observed gravity values.
 MA1501
 MA1501;                    North         East     Units Scale Factor Converg.
 MA1501;SPC PA N     -   196,551.318   443,316.861   MT  0.99999544   -1 14 58.7
 MA1501;SPC PA N     -   644,852.12  1,454,448.73   sFT  0.99999544   -1 14 58.7
 MA1501;UTM  17      - 4,641,912.912   612,857.024   MT  0.99975673   +0 54 33.9
 MA1501
 MA1501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1501!SPC PA N     -   0.99993701  x   0.99999544  =   0.99993245
 MA1501!UTM  17      -   0.99993701  x   0.99975673  =   0.99969376
 MA1501
 MA1501                          SUPERSEDED SURVEY CONTROL
 MA1501
 MA1501  NAD 83(1996)-  41 55 15.99944(N)    079 38 20.31799(W) AD(       ) 3
 MA1501  NAD 83(1986)-  41 55 15.99792(N)    079 38 20.30639(W) AD(       ) 3
 MA1501  NGVD 29 (??/??/92)  435.422  (m)         1428.55   (f) ADJ UNCH    1 2
 MA1501
 MA1501.Superseded values are not recommended for survey control.
 MA1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1501.See file dsdata.txt to determine how the superseded data were derived.
 MA1501
 MA1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG1285741913(NAD 83)
 MA1501_MARKER: DB = BENCH MARK DISK
 MA1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1501_SP_SET: CONCRETE POST
 MA1501_STAMPING: H 65 1935
 MA1501_MARK LOGO: CGS   
 MA1501_MAGNETIC: N = NO MAGNETIC MATERIAL
 MA1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1501+STABILITY: SURFACE MOTION
 MA1501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA1501+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1988
 MA1501
 MA1501  HISTORY     - Date     Condition        Report By
 MA1501  HISTORY     - 1935     MONUMENTED       CGS
 MA1501  HISTORY     - 1967     POOR             NGS
 MA1501  HISTORY     - 19880915 GOOD             NGS
 MA1501  HISTORY     - 20030531 MARK NOT FOUND   USPSQD
 MA1501
 MA1501                          STATION DESCRIPTION
 MA1501
 MA1501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1501'AT CORRY.
 MA1501'AT CORRY, ERIE COUNTY, ABOUT 300 FEET EAST OF THE ERIE RAILROAD
 MA1501'STATION, ABOUT 120 FEET WEST OF THE JUNCTION OF THE PENNSYLVANIA
 MA1501'RAILROAD, 27 FEET SOUTH OF THE SOUTH RAIL OF THE P.R.R. TRACK, 23
 MA1501'FEET NORTH OF THE NORTH RAIL OF THE E.R.R. TRACK, AND ABOUT
 MA1501'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED H 65 1935 AND
 MA1501'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 MA1501'ABOVE GROUND.  NOTE-- MARK FROST-HEAVED--TILTED ABOUT 10 DEGREES.
 MA1501
 MA1501                          STATION RECOVERY (1988)
 MA1501
 MA1501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 MA1501'THE STATION WAS RECOVERED IN GOOD CONDITION, A COMPLETE DESCRIPTION
 MA1501'FOLLOWS.
 MA1501'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) SOUTHWEST OF COLUMBUS,
 MA1501'1.7 KM (1.05 MI) SOUTH OF U.S. HIGHWAY 6 AND 0.2 KM (0.10 MI) EAST OF
 MA1501'CORRY.
 MA1501'OWNERSHIP--PENN CENTRAL RAILROAD.
 MA1501'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 77 AND 426
 MA1501'CORRY, GO EAST ON HIGHWAY 426 FOR 0.2 KM (0.10 MI) TO A PAVED ROAD ON
 MA1501'THE LEFT.  TURN LEFT AND GO NORTH ON MAPLE AVENUE FOR 0.1 KM
 MA1501'(0.05 MI) TO THE STATION ON THE LEFT, AT A RAILROAD CROSSING.
 MA1501'THE STATION MARK IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE
 MA1501'CONCRETE MONUMENT 15 CM ON A SIDE THAT PROJECTS 24 CM ABOVE THE
 MA1501'GROUND.  LOCATED 35.2 M (115.5 FT) WEST OF THE CENTER OF MAPLE AVENUE,
 MA1501'15.0 M (49.2 FT) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF RAILROAD
 MA1501'BUILDING NUMBER 60.820, 11.0 M (36.1 FT) NORTHEAST OF UTILITY POLE
 MA1501'NUMBER 10, 8.2 M (26.9 FT) SOUTH OF THE NEAR RAIL, AND 6.7 M
 MA1501'(22.0 FT) NORTH OF THE NEAR RAIL.
 MA1501'DESCRIBED BY E.J. HANSMANN, TYPED BY R.L. ZURFLUH.
 MA1501
 MA1501                          STATION RECOVERY (2003)
 MA1501
 MA1501'RECOVERY NOTE BY US POWER SQUADRON 2003 (WR)
 MA1501'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0662 ***********************************************************************
 MA0662  DESIGNATION -  H 66
 MA0662  PID         -  MA0662
 MA0662  STATE/COUNTY-  PA/WARREN
 MA0662  USGS QUAD   -  CORNPLANTER BRIDGE (1973)
 MA0662
 MA0662                         *CURRENT SURVEY CONTROL
 MA0662  ___________________________________________________________________
 MA0662* NAD 83(1986)-  41 51 18.     (N)    078 58 59.     (W)     SCALED    
 MA0662* NAVD 88     -       377.693  (meters)    1239.15   (feet)  ADJUSTED  
 MA0662  ___________________________________________________________________
 MA0662  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 MA0662  DYNAMIC HT  -         377.543 (meters)    1238.66  (feet)  COMP
 MA0662  MODELED GRAV-     980,214.2   (mgal)                       NAVD 88
 MA0662
 MA0662  VERT ORDER  -  FIRST     CLASS II
 MA0662
 MA0662.The horizontal coordinates were scaled from a topographic map and have
 MA0662.an estimated accuracy of +/- 6 seconds.
 MA0662
 MA0662.The orthometric height was determined by differential leveling
 MA0662.and adjusted by the National Geodetic Survey in June 1991..
 MA0662
 MA0662.The geoid height was determined by GEOID03.
 MA0662
 MA0662.The dynamic height is computed by dividing the NAVD 88
 MA0662.geopotential number by the normal gravity value computed on the
 MA0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0662.degrees latitude (g = 980.6199 gals.).
 MA0662
 MA0662.The modeled gravity was interpolated from observed gravity values.
 MA0662
 MA0662;                    North         East    Units  Estimated Accuracy
 MA0662;SPC PA N     -   188,230.      497,610.      MT  (+/- 180 meters Scaled)
 MA0662
 MA0662                          SUPERSEDED SURVEY CONTROL
 MA0662
 MA0662  NGVD 29 (??/??/92)  377.860  (m)         1239.70   (f) ADJ UNCH    1 2
 MA0662
 MA0662.Superseded values are not recommended for survey control.
 MA0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0662.See file dsdata.txt to determine how the superseded data were derived.
 MA0662
 MA0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG674356(NAD 83)
 MA0662_MARKER: DB = BENCH MARK DISK
 MA0662_SETTING: 66 = SET IN ROCK OUTCROP
 MA0662_SP_SET: ROCK OUTCROP
 MA0662_STAMPING: H 66 1935
 MA0662_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA0662+STABILITY: POSITION/ELEVATION WELL
 MA0662
 MA0662  HISTORY     - Date     Condition        Report By
 MA0662  HISTORY     - 1935     MONUMENTED       CGS
 MA0662  HISTORY     - 1968     GOOD             NGS
 MA0662
 MA0662                          STATION DESCRIPTION
 MA0662
 MA0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0662'1.9 MI S FROM KINZUA.
 MA0662'1.9 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA0662'AT KINZUA, WARREN COUNTY, 0.2 MILE SOUTH OF MILEPOST 67-49, 10
 MA0662'FEET EAST OF THE CENTER LINE OF THE TRACK, IN THE TOP OF A ROCK
 MA0662'OUTCROP, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD
 MA0662'DISK, STAMPED H 66 1935.
 MA0662
 MA0662                          STATION RECOVERY (1968)
 MA0662
 MA0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MA0662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0898 ***********************************************************************
 MA0898  DESIGNATION -  H 67
 MA0898  PID         -  MA0898
 MA0898  STATE/COUNTY-  PA/WARREN
 MA0898  USGS QUAD   -  SHEFFIELD (1973)
 MA0898
 MA0898                         *CURRENT SURVEY CONTROL
 MA0898  ___________________________________________________________________
 MA0898* NAD 83(1986)-  41 42 11.     (N)    079 01 58.     (W)     SCALED    
 MA0898* NAVD 88     -       408.190  (meters)    1339.20   (feet)  ADJUSTED  
 MA0898  ___________________________________________________________________
 MA0898  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 MA0898  DYNAMIC HT  -         408.020 (meters)    1338.65  (feet)  COMP
 MA0898  MODELED GRAV-     980,195.0   (mgal)                       NAVD 88
 MA0898
 MA0898  VERT ORDER  -  SECOND    CLASS 0
 MA0898
 MA0898.The horizontal coordinates were scaled from a topographic map and have
 MA0898.an estimated accuracy of +/- 6 seconds.
 MA0898
 MA0898.The orthometric height was determined by differential leveling
 MA0898.and adjusted by the National Geodetic Survey in June 1991..
 MA0898.WARNING-Repeat measurements at this control monument indicate possible
 MA0898.vertical movement.
 MA0898
 MA0898.The geoid height was determined by GEOID03.
 MA0898
 MA0898.The dynamic height is computed by dividing the NAVD 88
 MA0898.geopotential number by the normal gravity value computed on the
 MA0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0898.degrees latitude (g = 980.6199 gals.).
 MA0898
 MA0898.The modeled gravity was interpolated from observed gravity values.
 MA0898
 MA0898;                    North         East    Units  Estimated Accuracy
 MA0898;SPC PA N     -   171,410.      493,240.      MT  (+/- 180 meters Scaled)
 MA0898
 MA0898                          SUPERSEDED SURVEY CONTROL
 MA0898
 MA0898  NGVD 29 (??/??/92)  408.340  (m)         1339.70   (f) ADJ UNCH    2 0
 MA0898
 MA0898.Superseded values are not recommended for survey control.
 MA0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0898.See file dsdata.txt to determine how the superseded data were derived.
 MA0898
 MA0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG636186(NAD 83)
 MA0898_MARKER: DB = BENCH MARK DISK
 MA0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0898_STAMPING: H 67 1935
 MA0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0898+STABILITY: SURFACE MOTION
 MA0898
 MA0898  HISTORY     - Date     Condition        Report By
 MA0898  HISTORY     - 1935     MONUMENTED       CGS
 MA0898  HISTORY     - 1968     GOOD             NGS
 MA0898  HISTORY     - 20020825 MARK NOT FOUND   USPSQD
 MA0898
 MA0898                          STATION DESCRIPTION
 MA0898
 MA0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MA0898'AT SHEFFIELD.
 MA0898'AT SHEFFIELD, WARREN COUNTY, ABOUT 120 FEET WEST OF THE
 MA0898'PENNSYLVANIA RAILROAD STATION, 33 FEET WEST OF THE CENTER OF A
 MA0898'FOOT OVERPASS OF BRIDGE 78.86, 35 FEET SOUTH OF THE CENTER LINE
 MA0898'OF THE TRACK, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK,
 MA0898'STAMPED H 67 1935 AND SET IN THE TOP OF A CONCRETE POST
 MA0898'PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 MA0898
 MA0898                          STATION RECOVERY (2002)
 MA0898
 MA0898'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 MA0898'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0942 ***********************************************************************
 LZ0942  DESIGNATION -  H 68
 LZ0942  PID         -  LZ0942
 LZ0942  STATE/COUNTY-  PA/LYCOMING
 LZ0942  USGS QUAD   -  COGAN STATION (1973)
 LZ0942
 LZ0942                         *CURRENT SURVEY CONTROL
 LZ0942  ___________________________________________________________________
 LZ0942* NAD 83(1986)-  41 20 26.     (N)    077 05 18.     (W)     SCALED    
 LZ0942* NAVD 88     -       187.436  (meters)     614.95   (feet)  ADJUSTED  
 LZ0942  ___________________________________________________________________
 LZ0942  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 LZ0942  DYNAMIC HT  -         187.355 (meters)     614.68  (feet)  COMP
 LZ0942  MODELED GRAV-     980,188.1   (mgal)                       NAVD 88
 LZ0942
 LZ0942  VERT ORDER  -  SECOND    CLASS 0
 LZ0942
 LZ0942.The horizontal coordinates were scaled from a topographic map and have
 LZ0942.an estimated accuracy of +/- 6 seconds.
 LZ0942
 LZ0942.The orthometric height was determined by differential leveling
 LZ0942.and adjusted by the National Geodetic Survey in June 1991..
 LZ0942
 LZ0942.The geoid height was determined by GEOID03.
 LZ0942
 LZ0942.The dynamic height is computed by dividing the NAVD 88
 LZ0942.geopotential number by the normal gravity value computed on the
 LZ0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0942.degrees latitude (g = 980.6199 gals.).
 LZ0942
 LZ0942.The modeled gravity was interpolated from observed gravity values.
 LZ0942
 LZ0942;                    North         East    Units  Estimated Accuracy
 LZ0942;SPC PA N     -   130,580.      655,380.      MT  (+/- 180 meters Scaled)
 LZ0942
 LZ0942                          SUPERSEDED SURVEY CONTROL
 LZ0942
 LZ0942  NGVD 29 (??/??/92)  187.67   (m)          615.7    (f) COMPUTED    2 0
 LZ0942
 LZ0942.Superseded values are not recommended for survey control.
 LZ0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0942.See file dsdata.txt to determine how the superseded data were derived.
 LZ0942
 LZ0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL252786(NAD 83)
 LZ0942_MARKER: DB = BENCH MARK DISK
 LZ0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0942_STAMPING: H 68 1935
 LZ0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0942+STABILITY: SURFACE MOTION
 LZ0942
 LZ0942  HISTORY     - Date     Condition        Report By
 LZ0942  HISTORY     - 1935     MONUMENTED       CGS
 LZ0942  HISTORY     - 1968     MARK NOT FOUND   NGS
 LZ0942
 LZ0942                          STATION DESCRIPTION
 LZ0942
 LZ0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0942'1.6 MI N FROM COGAN VALLEY.
 LZ0942'1.6 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LZ0942'AT COGAN VALLEY, ABOUT 290 FEET NORTH OF MILEPOST 8, ABOUT
 LZ0942'30 FEET SOUTHEAST OF POLE 8+10, 21 FEET NORTHEAST OF THE CENTER
 LZ0942'OF A ROAD CROSSING, 12 FEET EAST OF THE CENTER LINE OF THE
 LZ0942'TRACK, 9 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, 5 FEET
 LZ0942'WEST OF THE PROPERTY LINE, AND ABOUT 2 FEET LOWER THAN THE TOP OF
 LZ0942'THE RAIL.  A STANDARD DISK, STAMPED H 68 1935 AND SET IN THE TOP
 LZ0942'OF A CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0615 ***********************************************************************
 LZ0615  DESIGNATION -  H 69
 LZ0615  PID         -  LZ0615
 LZ0615  STATE/COUNTY-  PA/SULLIVAN
 LZ0615  USGS QUAD   -  SHUNK (1995)
 LZ0615
 LZ0615                         *CURRENT SURVEY CONTROL
 LZ0615  ___________________________________________________________________
 LZ0615* NAD 83(1986)-  41 31 20.     (N)    076 37 33.     (W)     SCALED    
 LZ0615* NAVD 88     -       454.149  (meters)    1489.99   (feet)  ADJUSTED  
 LZ0615  ___________________________________________________________________
 LZ0615  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 LZ0615  DYNAMIC HT  -         453.946 (meters)    1489.32  (feet)  COMP
 LZ0615  MODELED GRAV-     980,162.4   (mgal)                       NAVD 88
 LZ0615
 LZ0615  VERT ORDER  -  SECOND    CLASS 0
 LZ0615
 LZ0615.The horizontal coordinates were scaled from a topographic map and have
 LZ0615.an estimated accuracy of +/- 6 seconds.
 LZ0615
 LZ0615.The orthometric height was determined by differential leveling
 LZ0615.and adjusted by the National Geodetic Survey in June 1991..
 LZ0615
 LZ0615.The geoid height was determined by GEOID03.
 LZ0615
 LZ0615.The dynamic height is computed by dividing the NAVD 88
 LZ0615.geopotential number by the normal gravity value computed on the
 LZ0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0615.degrees latitude (g = 980.6199 gals.).
 LZ0615
 LZ0615.The modeled gravity was interpolated from observed gravity values.
 LZ0615
 LZ0615;                    North         East    Units  Estimated Accuracy
 LZ0615;SPC PA N     -   151,150.      693,830.      MT  (+/- 180 meters Scaled)
 LZ0615
 LZ0615                          SUPERSEDED SURVEY CONTROL
 LZ0615
 LZ0615  NGVD 29 (??/??/92)  454.325  (m)         1490.56   (f) ADJ UNCH    2 0
 LZ0615
 LZ0615.Superseded values are not recommended for survey control.
 LZ0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0615.See file dsdata.txt to determine how the superseded data were derived.
 LZ0615
 LZ0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL643980(NAD 83)
 LZ0615_MARKER: DB = BENCH MARK DISK
 LZ0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0615_STAMPING: H 69 1935
 LZ0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0615+STABILITY: SURFACE MOTION
 LZ0615
 LZ0615  HISTORY     - Date     Condition        Report By
 LZ0615  HISTORY     - 1935     MONUMENTED       CGS
 LZ0615  HISTORY     - 1970     MARK NOT FOUND   USGS
 LZ0615  HISTORY     - 1970     MARK NOT FOUND   USGS
 LZ0615
 LZ0615                          STATION DESCRIPTION
 LZ0615
 LZ0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0615'0.8 MI N FROM ESTELLA.
 LZ0615'0.8 MILE NORTH ALONG STATE HIGHWAY 139 FROM THE WESLEYAN METHODIST
 LZ0615'CHURCH AT ESTELLA, SULLIVAN COUNTY, 245 FEET SOUTH OF STATION 0+46,
 LZ0615'AT THE SOUTHWEST CORNER OF A PASTURE, 6 FEET NORTHEAST OF THE
 LZ0615'SOUTHWEST CORNER POST OF THE PASTURE FARM, 17 FEET EAST OF THE
 LZ0615'CENTER LINE OF THE HIGHWAY, 3 FEET NORTH OF THE PROPERTY LINE
 LZ0615'OF A WOODED AREA, 3 FEET EAST OF THE PROPERTY LINE, AND ABOUT 1
 LZ0615'FOOT HIGHER THAN THE GRADE.  A STANDARD DISK, STAMPED H 69 1935
 LZ0615'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 LZ0615'GROUND.
 LZ0615
 LZ0615                          STATION RECOVERY (1970)
 LZ0615
 LZ0615'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 LZ0615'MARK NOT FOUND.
 LZ0615
 LZ0615                          STATION RECOVERY (1970)
 LZ0615
 LZ0615'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 LZ0615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0053 ***********************************************************************
 JV0053  DESIGNATION -  H 7
 JV0053  PID         -  JV0053
 JV0053  STATE/COUNTY-  PA/LANCASTER
 JV0053  USGS QUAD   -  WAKEFIELD (1976)
 JV0053
 JV0053                         *CURRENT SURVEY CONTROL
 JV0053  ___________________________________________________________________
 JV0053* NAD 83(1986)-  39 45 32.     (N)    076 14 13.     (W)     SCALED    
 JV0053* NAVD 88     -        37.158  (meters)     121.91   (feet)  ADJUSTED  
 JV0053  ___________________________________________________________________
 JV0053  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JV0053  DYNAMIC HT  -          37.139 (meters)     121.85  (feet)  COMP
 JV0053  MODELED GRAV-     980,128.5   (mgal)                       NAVD 88
 JV0053
 JV0053  VERT ORDER  -  FIRST     CLASS II
 JV0053
 JV0053.The horizontal coordinates were scaled from a topographic map and have
 JV0053.an estimated accuracy of +/- 6 seconds.
 JV0053
 JV0053.The orthometric height was determined by differential leveling
 JV0053.and adjusted by the National Geodetic Survey in June 1991..
 JV0053
 JV0053.The geoid height was determined by GEOID03.
 JV0053
 JV0053.The dynamic height is computed by dividing the NAVD 88
 JV0053.geopotential number by the normal gravity value computed on the
 JV0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0053.degrees latitude (g = 980.6199 gals.).
 JV0053
 JV0053.The modeled gravity was interpolated from observed gravity values.
 JV0053
 JV0053;                    North         East    Units  Estimated Accuracy
 JV0053;SPC PA S     -    48,360.      729,660.      MT  (+/- 180 meters Scaled)
 JV0053
 JV0053                          SUPERSEDED SURVEY CONTROL
 JV0053
 JV0053  NGVD 29 (??/??/??)   37.411  (m)          122.74   (f) ADJUSTED    1 2
 JV0053
 JV0053.Superseded values are not recommended for survey control.
 JV0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0053.See file dsdata.txt to determine how the superseded data were derived.
 JV0053
 JV0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK940017(NAD 83)
 JV0053_MARKER: DB = BENCH MARK DISK
 JV0053_SETTING: 66 = SET IN ROCK OUTCROP
 JV0053_SP_SET: ROCK CUT
 JV0053_STAMPING: H 7 1955
 JV0053_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV0053+STABILITY: POSITION/ELEVATION WELL
 JV0053
 JV0053  HISTORY     - Date     Condition        Report By
 JV0053  HISTORY     - 1955     MONUMENTED       CGS
 JV0053
 JV0053                          STATION DESCRIPTION
 JV0053
 JV0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JV0053'7.2 MI SE FROM HOLTWOOD.
 JV0053'ABOUT 7.25 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 JV0053'THE CROSSING OF POWER PLANT ROAD AT HOLTWOOD, ABOUT 0.45 MILE
 JV0053'NORTHWEST OF STATION SITE AT PEACH BOTTOM, ABOUT 0.3 MILE SOUTH
 JV0053'OF MILE POST 18, ABOUT 265 YARDS NORTHWEST OF NORTH END OF A
 JV0053'MULTIPLE ARCH CONCRETE BRIDGE OVER PETERS CREEK, SET VERTICALLY IN
 JV0053'THE SOUTHWEST FACE OF A 30-FOOT HIGH ROCK CUT, 15 FEET NORTHEAST OF
 JV0053'NORTHEAST RAIL, 64 FEET NORTH OF THE 5TH STEEL TROLLEY POLE
 JV0053'NORTHWEST OF BRIDGE, 18 1/2 FEET SOUTHEAST OF NORTHWEST END OF
 JV0053'ROCK FACE, ABOUT 3 1/2 FEET ABOVE GROUND AND ABOUT 1 FOOT ABOVE
 JV0053'LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0467 ***********************************************************************
 LZ0467  DESIGNATION -  H 70
 LZ0467  PID         -  LZ0467
 LZ0467  STATE/COUNTY-  PA/SULLIVAN
 LZ0467  USGS QUAD   -  EAGLES MERE (1993)
 LZ0467
 LZ0467                         *CURRENT SURVEY CONTROL
 LZ0467  ___________________________________________________________________
 LZ0467* NAD 83(1986)-  41 27 48.     (N)    076 33 01.     (W)     SCALED    
 LZ0467* NAVD 88     -       371.965  (meters)    1220.36   (feet)  ADJUSTED  
 LZ0467  ___________________________________________________________________
 LZ0467  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 LZ0467  DYNAMIC HT  -         371.804 (meters)    1219.83  (feet)  COMP
 LZ0467  MODELED GRAV-     980,179.4   (mgal)                       NAVD 88
 LZ0467
 LZ0467  VERT ORDER  -  SECOND    CLASS 0
 LZ0467
 LZ0467.The horizontal coordinates were scaled from a topographic map and have
 LZ0467.an estimated accuracy of +/- 6 seconds.
 LZ0467
 LZ0467.The orthometric height was determined by differential leveling
 LZ0467.and adjusted by the National Geodetic Survey in June 1991..
 LZ0467
 LZ0467.The geoid height was determined by GEOID03.
 LZ0467
 LZ0467.The dynamic height is computed by dividing the NAVD 88
 LZ0467.geopotential number by the normal gravity value computed on the
 LZ0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0467.degrees latitude (g = 980.6199 gals.).
 LZ0467
 LZ0467.The modeled gravity was interpolated from observed gravity values.
 LZ0467
 LZ0467;                    North         East    Units  Estimated Accuracy
 LZ0467;SPC PA N     -   144,690.      700,220.      MT  (+/- 180 meters Scaled)
 LZ0467
 LZ0467                          SUPERSEDED SURVEY CONTROL
 LZ0467
 LZ0467  NGVD 29 (??/??/92)  372.135  (m)         1220.91   (f) ADJ UNCH    2 0
 LZ0467
 LZ0467.Superseded values are not recommended for survey control.
 LZ0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0467.See file dsdata.txt to determine how the superseded data were derived.
 LZ0467
 LZ0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL705913(NAD 83)
 LZ0467_MARKER: DB = BENCH MARK DISK
 LZ0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0467_STAMPING: H 70 1935
 LZ0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0467+STABILITY: SURFACE MOTION
 LZ0467
 LZ0467  HISTORY     - Date     Condition        Report By
 LZ0467  HISTORY     - 1935     MONUMENTED       CGS
 LZ0467
 LZ0467                          STATION DESCRIPTION
 LZ0467
 LZ0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0467'4.1 MI SE FROM FORKSVILLE.
 LZ0467'4.1 MILES SOUTHEAST ALONG STATE HIGHWAY 154 FROM FORKSVILLE,
 LZ0467'SULLIVAN COUNTY, 2.1 MILES SOUTHEAST OF THE JUNCTION OF STATE
 LZ0467'HIGHWAY 394, 175 FEET SOUTH OF THE JUNCTION OF A DIRT ROAD
 LZ0467'LEADING NORTHEAST, 60 FEET EAST OF A WOODEN SHACK ON THE WEST
 LZ0467'SIDE OF THE ROAD, 50 FEET SOUTH OF A WOODEN SHACK ON THE EAST
 LZ0467'SIDE OF THE ROAD, 21 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LZ0467'20 FEET SOUTHEAST OF A GROUP OF FIVE MAPLE TREES, AND ABOUT
 LZ0467'1-1/2 FEET HIGHER THAN THE GRADE.  A STANDARD DISK, STAMPED H
 LZ0467'70 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 LZ0467'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1361 ***********************************************************************
 LZ1361  DESIGNATION -  H 73
 LZ1361  PID         -  LZ1361
 LZ1361  STATE/COUNTY-  PA/POTTER
 LZ1361  USGS QUAD   -  GALETON (1994)
 LZ1361
 LZ1361                         *CURRENT SURVEY CONTROL
 LZ1361  ___________________________________________________________________
 LZ1361* NAD 83(1986)-  41 40 16.     (N)    077 39 17.     (W)     SCALED    
 LZ1361* NAVD 88     -       660.393  (meters)    2166.64   (feet)  ADJUSTED  
 LZ1361  ___________________________________________________________________
 LZ1361  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 LZ1361  DYNAMIC HT  -         660.102 (meters)    2165.68  (feet)  COMP
 LZ1361  MODELED GRAV-     980,159.8   (mgal)                       NAVD 88
 LZ1361
 LZ1361  VERT ORDER  -  SECOND    CLASS 0
 LZ1361
 LZ1361.The horizontal coordinates were scaled from a topographic map and have
 LZ1361.an estimated accuracy of +/- 6 seconds.
 LZ1361
 LZ1361.The orthometric height was determined by differential leveling
 LZ1361.and adjusted by the National Geodetic Survey in June 1991..
 LZ1361
 LZ1361.The geoid height was determined by GEOID03.
 LZ1361
 LZ1361.The dynamic height is computed by dividing the NAVD 88
 LZ1361.geopotential number by the normal gravity value computed on the
 LZ1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1361.degrees latitude (g = 980.6199 gals.).
 LZ1361
 LZ1361.The modeled gravity was interpolated from observed gravity values.
 LZ1361
 LZ1361;                    North         East    Units  Estimated Accuracy
 LZ1361;SPC PA N     -   167,080.      607,930.      MT  (+/- 180 meters Scaled)
 LZ1361
 LZ1361                          SUPERSEDED SURVEY CONTROL
 LZ1361
 LZ1361  NGVD 29 (??/??/92)  660.520  (m)         2167.06   (f) ADJ UNCH    2 0
 LZ1361
 LZ1361.Superseded values are not recommended for survey control.
 LZ1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1361.See file dsdata.txt to determine how the superseded data were derived.
 LZ1361
 LZ1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM790166(NAD 83)
 LZ1361_MARKER: DB = BENCH MARK DISK
 LZ1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1361_STAMPING: H 73 1935
 LZ1361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1361+STABILITY: SURFACE MOTION
 LZ1361
 LZ1361  HISTORY     - Date     Condition        Report By
 LZ1361  HISTORY     - 1935     MONUMENTED       CGS
 LZ1361
 LZ1361                          STATION DESCRIPTION
 LZ1361
 LZ1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ1361'5.2 MI S FROM GALETON.
 LZ1361'5.2 MILES SOUTH ALONG STATE HIGHWAY 144 FROM GALETON, AT HIGHWAY
 LZ1361'STATION 294+50, 48 FEET EAST OF A WIRE FENCE, 36 FEET FROM THE
 LZ1361'CENTER LINE OF THE HIGHWAY, 18 FEET SOUTH OF THE CENTER LINE OF
 LZ1361'A ROAD LEADING TO A FOREST, 7 FEET SOUTH OF AN 8-INCH BLACK
 LZ1361'BIRCH TREE, AND 4 FEET HIGHER THAN THE ROADWAY.  SET IN THE TOP
 LZ1361'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0963 ***********************************************************************
 MA0963  DESIGNATION -  H 75
 MA0963  PID         -  MA0963
 MA0963  STATE/COUNTY-  PA/CLARION
 MA0963  USGS QUAD   -  FRYBURG (1977)
 MA0963
 MA0963                         *CURRENT SURVEY CONTROL
 MA0963  ___________________________________________________________________
 MA0963* NAD 83(1986)-  41 16 32.     (N)    079 23 31.     (W)     SCALED    
 MA0963* NAVD 88     -       469.279  (meters)    1539.63   (feet)  ADJUSTED  
 MA0963  ___________________________________________________________________
 MA0963  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 MA0963  DYNAMIC HT  -         469.061 (meters)    1538.91  (feet)  COMP
 MA0963  MODELED GRAV-     980,143.3   (mgal)                       NAVD 88
 MA0963
 MA0963  VERT ORDER  -  SECOND    CLASS 0
 MA0963
 MA0963.The horizontal coordinates were scaled from a topographic map and have
 MA0963.an estimated accuracy of +/- 6 seconds.
 MA0963
 MA0963.The orthometric height was determined by differential leveling
 MA0963.and adjusted by the National Geodetic Survey in June 1991..
 MA0963
 MA0963.The geoid height was determined by GEOID03.
 MA0963
 MA0963.The dynamic height is computed by dividing the NAVD 88
 MA0963.geopotential number by the normal gravity value computed on the
 MA0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0963.degrees latitude (g = 980.6199 gals.).
 MA0963
 MA0963.The modeled gravity was interpolated from observed gravity values.
 MA0963
 MA0963;                    North         East    Units  Estimated Accuracy
 MA0963;SPC PA N     -   124,450.      462,450.      MT  (+/- 180 meters Scaled)
 MA0963
 MA0963                          SUPERSEDED SURVEY CONTROL
 MA0963
 MA0963  NGVD 29 (??/??/92)  469.431  (m)         1540.12   (f) ADJ UNCH    2 0
 MA0963
 MA0963.Superseded values are not recommended for survey control.
 MA0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0963.See file dsdata.txt to determine how the superseded data were derived.
 MA0963
 MA0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF346705(NAD 83)
 MA0963_MARKER: DB = BENCH MARK DISK
 MA0963_SETTING: 80 = SET IN A BOULDER
 MA0963_SP_SET: BOULDER
 MA0963_STAMPING: H 75 1935
 MA0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0963+STABILITY: SURFACE MOTION
 MA0963
 MA0963  HISTORY     - Date     Condition        Report By
 MA0963  HISTORY     - 1935     MONUMENTED       CGS
 MA0963
 MA0963                          STATION DESCRIPTION
 MA0963
 MA0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0963'3.5 MI NE FROM CLARION JUNCTION.
 MA0963'ABOUT 3.5 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0963'FROM THE STATION AT CLARION JUNCTION, CLARION COUNTY, ABOUT 0.2
 MA0963'MILE WEST OF MILEPOST 99, ABOUT 60 FEET NORTH OF THE CENTER LINE
 MA0963'OF THE TRACK, OPPOSITE POLE 98+34, AND IN THE TOP OF A LARGE
 MA0963'BOULDER.  A STANDARD DISK, STAMPED H 75 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0754 ***********************************************************************
 MA0754  DESIGNATION -  H 77
 MA0754  PID         -  MA0754
 MA0754  STATE/COUNTY-  PA/ELK
 MA0754  USGS QUAD   -  JAMES CITY (1966)
 MA0754
 MA0754                         *CURRENT SURVEY CONTROL
 MA0754  ___________________________________________________________________
 MA0754* NAD 83(1986)-  41 35 48.     (N)    078 47 59.     (W)     SCALED    
 MA0754* NAVD 88     -       623.040  (meters)    2044.09   (feet)  ADJUSTED  
 MA0754  ___________________________________________________________________
 MA0754  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 MA0754  DYNAMIC HT  -         622.767 (meters)    2043.19  (feet)  COMP
 MA0754  MODELED GRAV-     980,164.2   (mgal)                       NAVD 88
 MA0754
 MA0754  VERT ORDER  -  SECOND    CLASS 0
 MA0754
 MA0754.The horizontal coordinates were scaled from a topographic map and have
 MA0754.an estimated accuracy of +/- 6 seconds.
 MA0754
 MA0754.The orthometric height was determined by differential leveling
 MA0754.and adjusted by the National Geodetic Survey in June 1991..
 MA0754
 MA0754.The geoid height was determined by GEOID03.
 MA0754
 MA0754.The dynamic height is computed by dividing the NAVD 88
 MA0754.geopotential number by the normal gravity value computed on the
 MA0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0754.degrees latitude (g = 980.6199 gals.).
 MA0754
 MA0754.The modeled gravity was interpolated from observed gravity values.
 MA0754
 MA0754;                    North         East    Units  Estimated Accuracy
 MA0754;SPC PA N     -   159,340.      512,490.      MT  (+/- 180 meters Scaled)
 MA0754
 MA0754                          SUPERSEDED SURVEY CONTROL
 MA0754
 MA0754  NGVD 29 (??/??/92)  623.150  (m)         2044.45   (f) ADJ UNCH    2 0
 MA0754
 MA0754.Superseded values are not recommended for survey control.
 MA0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0754.See file dsdata.txt to determine how the superseded data were derived.
 MA0754
 MA0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG833073(NAD 83)
 MA0754_MARKER: DB = BENCH MARK DISK
 MA0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0754_STAMPING: H 77 1935
 MA0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0754+STABILITY: SURFACE MOTION
 MA0754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0754+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004
 MA0754
 MA0754  HISTORY     - Date     Condition        Report By
 MA0754  HISTORY     - 1935     MONUMENTED       CGS
 MA0754  HISTORY     - 20040806 GOOD             USPSQD
 MA0754
 MA0754                          STATION DESCRIPTION
 MA0754
 MA0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0754'1.2 MI SW FROM MADGE.
 MA0754'ABOUT 1.2 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0754'FROM THE STATION AT MADGE, ELK COUNTY, 36 FEET WEST OF POLE
 MA0754'147+21, ABOUT 57 FEET SOUTH OF HIGHWAY STATION POLE PAINTED,
 MA0754'6-70 +26, 33 FEET SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD,
 MA0754'27 FEET SOUTH OF THE SOUTH RAIL, STAMPED H 77 1935 AND SET IN THE
 MA0754'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 MA0754
 MA0754                          STATION RECOVERY (2004)
 MA0754
 MA0754'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0810 ***********************************************************************
 LZ0810  DESIGNATION -  H 80
 LZ0810  PID         -  LZ0810
 LZ0810  STATE/COUNTY-  PA/TIOGA
 LZ0810  USGS QUAD   -  LIBERTY (1986)
 LZ0810
 LZ0810                         *CURRENT SURVEY CONTROL
 LZ0810  ___________________________________________________________________
 LZ0810* NAD 83(1986)-  41 34 46.     (N)    077 06 17.     (W)     SCALED    
 LZ0810* NAVD 88     -       538.180  (meters)    1765.68   (feet)  ADJUSTED  
 LZ0810  ___________________________________________________________________
 LZ0810  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 LZ0810  DYNAMIC HT  -         537.933 (meters)    1764.87  (feet)  COMP
 LZ0810  MODELED GRAV-     980,145.4   (mgal)                       NAVD 88
 LZ0810
 LZ0810  VERT ORDER  -  SECOND    CLASS 0
 LZ0810
 LZ0810.The horizontal coordinates were scaled from a topographic map and have
 LZ0810.an estimated accuracy of +/- 6 seconds.
 LZ0810
 LZ0810.The orthometric height was determined by differential leveling
 LZ0810.and adjusted by the National Geodetic Survey in June 1991..
 LZ0810
 LZ0810.The geoid height was determined by GEOID03.
 LZ0810
 LZ0810.The dynamic height is computed by dividing the NAVD 88
 LZ0810.geopotential number by the normal gravity value computed on the
 LZ0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0810.degrees latitude (g = 980.6199 gals.).
 LZ0810
 LZ0810.The modeled gravity was interpolated from observed gravity values.
 LZ0810
 LZ0810;                    North         East    Units  Estimated Accuracy
 LZ0810;SPC PA N     -   157,100.      653,810.      MT  (+/- 180 meters Scaled)
 LZ0810
 LZ0810                          SUPERSEDED SURVEY CONTROL
 LZ0810
 LZ0810  NGVD 29 (??/??/92)  538.32   (m)         1766.1    (f) COMPUTED    2 0
 LZ0810
 LZ0810.Superseded values are not recommended for survey control.
 LZ0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0810.See file dsdata.txt to determine how the superseded data were derived.
 LZ0810
 LZ0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM245052(NAD 83)
 LZ0810_MARKER: DB = BENCH MARK DISK
 LZ0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0810_STAMPING: H 80 1935
 LZ0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0810+STABILITY: SURFACE MOTION
 LZ0810
 LZ0810  HISTORY     - Date     Condition        Report By
 LZ0810  HISTORY     - 1935     MONUMENTED       CGS
 LZ0810  HISTORY     - 1968     MARK NOT FOUND   NGS
 LZ0810
 LZ0810                          STATION DESCRIPTION
 LZ0810
 LZ0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0810'1.5 MI N FROM LIBERTY.
 LZ0810'1.5 MILES NORTH ALONG U.S. HIGHWAY 15 FROM LIBERTY, TIOGA
 LZ0810'COUNTY, AT STATION 1/33+45, 45 FEET WEST OF THE CENTER LINE OF
 LZ0810'THE HIGHWAY, 40 FEET SOUTHEAST OF A 12-INCH HEMLOCK TREE, 15 FEET
 LZ0810'WEST OF A BARBED-WIRE FENCE, AND ABOUT LEVEL WITH THE ROADWAY.
 LZ0810'A STANDARD DISK, STAMPED H 80 1935 AND SET IN THE TOP OF A
 LZ0810'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0576 ***********************************************************************
 LZ0576  DESIGNATION -  H 81
 LZ0576  PID         -  LZ0576
 LZ0576  STATE/COUNTY-  PA/BRADFORD
 LZ0576  USGS QUAD   -  ULSTER (1969)
 LZ0576
 LZ0576                         *CURRENT SURVEY CONTROL
 LZ0576  ___________________________________________________________________
 LZ0576* NAD 83(1986)-  41 46 54.     (N)    076 35 42.     (W)     SCALED    
 LZ0576* NAVD 88     -       270.854  (meters)     888.63   (feet)  ADJUSTED  
 LZ0576  ___________________________________________________________________
 LZ0576  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 LZ0576  DYNAMIC HT  -         270.743 (meters)     888.26  (feet)  COMP
 LZ0576  MODELED GRAV-     980,207.5   (mgal)                       NAVD 88
 LZ0576
 LZ0576  VERT ORDER  -  SECOND    CLASS 0
 LZ0576
 LZ0576.The horizontal coordinates were scaled from a topographic map and have
 LZ0576.an estimated accuracy of +/- 6 seconds.
 LZ0576
 LZ0576.The orthometric height was determined by differential leveling
 LZ0576.and adjusted by the National Geodetic Survey in June 1991..
 LZ0576
 LZ0576.The geoid height was determined by GEOID03.
 LZ0576
 LZ0576.The dynamic height is computed by dividing the NAVD 88
 LZ0576.geopotential number by the normal gravity value computed on the
 LZ0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0576.degrees latitude (g = 980.6199 gals.).
 LZ0576
 LZ0576.The modeled gravity was interpolated from observed gravity values.
 LZ0576
 LZ0576;                    North         East    Units  Estimated Accuracy
 LZ0576;SPC PA N     -   180,000.      696,010.      MT  (+/- 180 meters Scaled)
 LZ0576
 LZ0576                          SUPERSEDED SURVEY CONTROL
 LZ0576
 LZ0576  NGVD 29 (??/??/92)  271.033  (m)          889.21   (f) ADJ UNCH    2 0
 LZ0576
 LZ0576.Superseded values are not recommended for survey control.
 LZ0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0576.See file dsdata.txt to determine how the superseded data were derived.
 LZ0576
 LZ0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM674267(NAD 83)
 LZ0576_MARKER: DB = BENCH MARK DISK
 LZ0576_SETTING: 66 = SET IN ROCK OUTCROP
 LZ0576_SP_SET: ROCK LEDGE
 LZ0576_STAMPING: H 81 1935
 LZ0576_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ0576+STABILITY: POSITION/ELEVATION WELL
 LZ0576
 LZ0576  HISTORY     - Date     Condition        Report By
 LZ0576  HISTORY     - 1935     MONUMENTED       CGS
 LZ0576  HISTORY     - 1968     GOOD             NGS
 LZ0576
 LZ0576                          STATION DESCRIPTION
 LZ0576
 LZ0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0576'0.6 MI E FROM BURLINGTON.
 LZ0576'0.6 MILE EAST ALONG U.S. HIGHWAY 6 FROM BURLINGTON, BRADFORD
 LZ0576'COUNTY, AT STATION 8/89+28, 15 FEET NORTH OF THE CENTER LINE OF
 LZ0576'THE HIGHWAY, IN THE FACE OF A LIMESTONE LEDGE, ABOUT 2 FEET
 LZ0576'HIGHER THAN THE ROADWAY, AND ABOUT 2-1/2 FEET ABOVE GROUND.  A
 LZ0576'STANDARD DISK, STAMPED H 81 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1505 ***********************************************************************
 KW1505  DESIGNATION -  H 82
 KW1505  PID         -  KW1505
 KW1505  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW1505  USGS QUAD   -  NORTHUMBERLAND (1994)
 KW1505
 KW1505                         *CURRENT SURVEY CONTROL
 KW1505  ___________________________________________________________________
 KW1505* NAD 83(1986)-  40 53 31.     (N)    076 46 52.     (W)     SCALED    
 KW1505* NAVD 88     -       134.917  (meters)     442.64   (feet)  ADJUSTED  
 KW1505  ___________________________________________________________________
 KW1505  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KW1505  DYNAMIC HT  -         134.858 (meters)     442.45  (feet)  COMP
 KW1505  MODELED GRAV-     980,186.0   (mgal)                       NAVD 88
 KW1505
 KW1505  VERT ORDER  -  SECOND    CLASS 0
 KW1505
 KW1505.The horizontal coordinates were scaled from a topographic map and have
 KW1505.an estimated accuracy of +/- 6 seconds.
 KW1505
 KW1505.The orthometric height was determined by differential leveling
 KW1505.and adjusted by the National Geodetic Survey in June 1991..
 KW1505
 KW1505.The geoid height was determined by GEOID03.
 KW1505
 KW1505.The dynamic height is computed by dividing the NAVD 88
 KW1505.geopotential number by the normal gravity value computed on the
 KW1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1505.degrees latitude (g = 980.6199 gals.).
 KW1505
 KW1505.The modeled gravity was interpolated from observed gravity values.
 KW1505
 KW1505;                    North         East    Units  Estimated Accuracy
 KW1505;SPC PA N     -    81,000.      681,650.      MT  (+/- 180 meters Scaled)
 KW1505
 KW1505                          SUPERSEDED SURVEY CONTROL
 KW1505
 KW1505  NGVD 29 (??/??/??)  135.151  (m)          443.41   (f) ADJUSTED    2 0
 KW1505
 KW1505.Superseded values are not recommended for survey control.
 KW1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1505.See file dsdata.txt to determine how the superseded data were derived.
 KW1505
 KW1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL499282(NAD 83)
 KW1505_MARKER: DB = BENCH MARK DISK
 KW1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1505_STAMPING: H 82 1935
 KW1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1505+STABILITY: SURFACE MOTION
 KW1505_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1505+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2002
 KW1505
 KW1505  HISTORY     - Date     Condition        Report By
 KW1505  HISTORY     - 1935     MONUMENTED       CGS
 KW1505  HISTORY     - 1960     GOOD             CGS
 KW1505  HISTORY     - 1987     GOOD             USPSQD
 KW1505  HISTORY     - 1989     GOOD             USPSQD
 KW1505  HISTORY     - 19990501 GOOD             PADT
 KW1505  HISTORY     - 20020311 GOOD             PADT
 KW1505
 KW1505                          STATION DESCRIPTION
 KW1505
 KW1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW1505'AT SUNBURY.
 KW1505'AT SUNBURY, NORTHUMBERLAND COUNTY, UPPER AUGUSTA TOWNSHIP, AT
 KW1505'THE CITY AIRPORT, ON THE GROUNDS OF THE WEATHER BUREAU, ABOUT
 KW1505'150 YARDS NORTH OF A HANGAR, 25 FEET NORTHWEST OF THE CENTER
 KW1505'LINE OF A CINDER DRIVE, 6 FEET NORTHEAST OF THE NORTHEAST CORNER
 KW1505'OF A BEACON TOWER, 2 FEET SOUTHWEST OF THE SOUTH CORNER OF THE
 KW1505'WEATHER BUREAU STATION, AND ABOUT LEVEL WITH THE GROUND.  A
 KW1505'STANDARD DISK, STAMPED H 82 1935 AND SET IN THE TOP OF A CONCRETE
 KW1505'POST.
 KW1505
 KW1505                          STATION RECOVERY (1960)
 KW1505
 KW1505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KW1505'RECOVERED IN GOOD CONDITION.
 KW1505
 KW1505                          STATION RECOVERY (1987)
 KW1505
 KW1505'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 KW1505'RECOVERED IN GOOD CONDITION.
 KW1505
 KW1505                          STATION RECOVERY (1989)
 KW1505
 KW1505'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1505'RECOVERED IN GOOD CONDITION.
 KW1505
 KW1505                          STATION RECOVERY (1999)
 KW1505
 KW1505'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (ML)
 KW1505'RECOVERED IN GOOD CONDITION.
 KW1505
 KW1505                          STATION RECOVERY (2002)
 KW1505
 KW1505'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (MBJ)
 KW1505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1304 ***********************************************************************
 MA1304  DESIGNATION -  H 85
 MA1304  PID         -  MA1304
 MA1304  STATE/COUNTY-  PA/VENANGO
 MA1304  USGS QUAD   -  FRANKLIN (1972)
 MA1304
 MA1304                         *CURRENT SURVEY CONTROL
 MA1304  ___________________________________________________________________
 MA1304* NAD 83(1986)-  41 24 00.     (N)    079 48 55.     (W)     SCALED    
 MA1304* NAVD 88     -       307.444  (meters)    1008.67   (feet)  ADJUSTED  
 MA1304  ___________________________________________________________________
 MA1304  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 MA1304  DYNAMIC HT  -         307.311 (meters)    1008.24  (feet)  COMP
 MA1304  MODELED GRAV-     980,184.8   (mgal)                       NAVD 88
 MA1304
 MA1304  VERT ORDER  -  SECOND    CLASS 0
 MA1304
 MA1304.The horizontal coordinates were scaled from a topographic map and have
 MA1304.an estimated accuracy of +/- 6 seconds.
 MA1304
 MA1304.The orthometric height was determined by differential leveling
 MA1304.and adjusted by the National Geodetic Survey in June 1991..
 MA1304
 MA1304.The geoid height was determined by GEOID03.
 MA1304
 MA1304.The dynamic height is computed by dividing the NAVD 88
 MA1304.geopotential number by the normal gravity value computed on the
 MA1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1304.degrees latitude (g = 980.6199 gals.).
 MA1304
 MA1304.The modeled gravity was interpolated from observed gravity values.
 MA1304
 MA1304;                    North         East    Units  Estimated Accuracy
 MA1304;SPC PA N     -   139,030.      427,320.      MT  (+/- 180 meters Scaled)
 MA1304
 MA1304                          SUPERSEDED SURVEY CONTROL
 MA1304
 MA1304  NGVD 29 (??/??/92)  307.63   (m)         1009.3    (f) COMPUTED    2 0
 MA1304
 MA1304.Superseded values are not recommended for survey control.
 MA1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1304.See file dsdata.txt to determine how the superseded data were derived.
 MA1304
 MA1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF990838(NAD 83)
 MA1304_MARKER: DB = BENCH MARK DISK
 MA1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1304_STAMPING: H 85 1935
 MA1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1304+STABILITY: SURFACE MOTION
 MA1304
 MA1304  HISTORY     - Date     Condition        Report By
 MA1304  HISTORY     - 1935     MONUMENTED       CGS
 MA1304
 MA1304                          STATION DESCRIPTION
 MA1304
 MA1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA1304'1 MI E FROM FRANKLIN.
 MA1304'1.0 MILE EAST OF FRANKLIN ON HIGHWAY U.S. 62 AT ECLIPSE WORKS OF
 MA1304'ATLANTIC REFINING CO. AT WEST END OF PLANT 300 FEET NORTH OF
 MA1304'CENTER LINE OF HIGHWAY U.S. 62 IN LINE OF POWER TRANSMISSION
 MA1304'POLES ON SIDE HILL 18 FEET EAST OF POLE 60 FEET SOUTHWEST OF
 MA1304'INTERSECTION OF DIRT ROADS 23 FEET SOUTH OF CENTER LINE OF DIRT ROAD
 MA1304'3 FEET BELOW GRADE OF DIRT ROAD 90 FEET WEST OF WEST TANK OF GROUP OF
 MA1304'4 30-FOOT RED TILE CYLINDRICAL TANKS A CONCRETE POST WITH 3 IN
 MA1304'PROJ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1305 ***********************************************************************
 MA1305  DESIGNATION -  H 85 RESET
 MA1305  PID         -  MA1305
 MA1305  STATE/COUNTY-  PA/VENANGO
 MA1305  USGS QUAD   -  FRANKLIN (1972)
 MA1305
 MA1305                         *CURRENT SURVEY CONTROL
 MA1305  ___________________________________________________________________
 MA1305* NAD 83(1986)-  41 24 00.     (N)    079 48 55.     (W)     SCALED    
 MA1305* NAVD 88     -       307.50   (meters)    1008.9    (feet)  RESET     
 MA1305  ___________________________________________________________________
 MA1305  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 MA1305
 MA1305  VERT ORDER  -  THIRD
 MA1305
 MA1305.The horizontal coordinates were scaled from a topographic map and have
 MA1305.an estimated accuracy of +/- 6 seconds.
 MA1305
 MA1305.The orthometric height was computed from unverified reset data.
 MA1305
 MA1305.The geoid height was determined by GEOID03.
 MA1305
 MA1305;                    North         East    Units  Estimated Accuracy
 MA1305;SPC PA N     -   139,030.      427,320.      MT  (+/- 180 meters Scaled)
 MA1305
 MA1305                          SUPERSEDED SURVEY CONTROL
 MA1305
 MA1305  NGVD 29 (??/??/??)  304.43   (m)          998.8    (f) RESET       3  
 MA1305
 MA1305.Superseded values are not recommended for survey control.
 MA1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1305.See file dsdata.txt to determine how the superseded data were derived.
 MA1305
 MA1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF990838(NAD 83)
 MA1305_MARKER: DB = BENCH MARK DISK
 MA1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1305_STAMPING: H 85 RESET 1952
 MA1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1305+STABILITY: SURFACE MOTION
 MA1305
 MA1305  HISTORY     - Date     Condition        Report By
 MA1305  HISTORY     - 1952     MONUMENTED       PADH
 MA1305
 MA1305                          STATION DESCRIPTION
 MA1305
 MA1305'DESCRIBED BY PA DEPT OF HIGHWAYS 1952
 MA1305'1 MI E FROM FRANKLIN.
 MA1305'1.0 MILE EAST ALONG U.S. HIGHWAY 62 FROM FRANKLIN, VENANGO
 MA1305'COUNTY, 5.0 FEET WEST OF A ROW OF SMALL SPRUCE TREES AT THE
 MA1305'PROPERTY LINE BETWEEN GEORGE BLACK AND KENNETH E. BOYLES, AND
 MA1305'49.8 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AT SURVEY
 MA1305'STATION 38+98.  A STANDARD DISK, STAMPED H 85 RESET 1952 AND SET
 MA1305'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1561 ***********************************************************************
 MA1561  DESIGNATION -  H 86
 MA1561  PID         -  MA1561
 MA1561  STATE/COUNTY-  PA/CRAWFORD
 MA1561  USGS QUAD   -  CENTERVILLE (1977)
 MA1561
 MA1561                         *CURRENT SURVEY CONTROL
 MA1561  ___________________________________________________________________
 MA1561* NAD 83(1986)-  41 44 33.     (N)    079 45 12.     (W)     SCALED    
 MA1561* NAVD 88     -       396.383  (meters)    1300.47   (feet)  ADJUSTED  
 MA1561  ___________________________________________________________________
 MA1561  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MA1561  DYNAMIC HT  -         396.216 (meters)    1299.92  (feet)  COMP
 MA1561  MODELED GRAV-     980,188.5   (mgal)                       NAVD 88
 MA1561
 MA1561  VERT ORDER  -  SECOND    CLASS 0
 MA1561
 MA1561.The horizontal coordinates were scaled from a topographic map and have
 MA1561.an estimated accuracy of +/- 6 seconds.
 MA1561
 MA1561.The orthometric height was determined by differential leveling
 MA1561.and adjusted by the National Geodetic Survey in June 1991..
 MA1561
 MA1561.The geoid height was determined by GEOID03.
 MA1561
 MA1561.The dynamic height is computed by dividing the NAVD 88
 MA1561.geopotential number by the normal gravity value computed on the
 MA1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1561.degrees latitude (g = 980.6199 gals.).
 MA1561
 MA1561.The modeled gravity was interpolated from observed gravity values.
 MA1561
 MA1561;                    North         East    Units  Estimated Accuracy
 MA1561;SPC PA N     -   176,930.      433,370.      MT  (+/- 180 meters Scaled)
 MA1561
 MA1561                          SUPERSEDED SURVEY CONTROL
 MA1561
 MA1561  NGVD 29 (??/??/92)  396.540  (m)         1300.98   (f) ADJ UNCH    2 0
 MA1561
 MA1561.Superseded values are not recommended for survey control.
 MA1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1561.See file dsdata.txt to determine how the superseded data were derived.
 MA1561
 MA1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG036219(NAD 83)
 MA1561_MARKER: DB = BENCH MARK DISK
 MA1561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1561_SP_SET: CULVERT
 MA1561_STAMPING: H 86 1935
 MA1561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1561
 MA1561  HISTORY     - Date     Condition        Report By
 MA1561  HISTORY     - 1935     MONUMENTED       CGS
 MA1561  HISTORY     - 20001120 MARK NOT FOUND   PADT
 MA1561
 MA1561                          STATION DESCRIPTION
 MA1561
 MA1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA1561'0.3 MI N FROM CENTERVILLE.
 MA1561'0.3 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA1561'AT CENTERVILLE, CRAWFORD COUNTY, ABOUT 0.4 MILE SOUTH OF MILEPOST
 MA1561'109, AT A CONCRETE PIPE CULVERT OVER A STREAM, IN THE TOP OF THE
 MA1561'EAST RAIL, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD
 MA1561'DISK, STAMPED H 86 1935.
 MA1561
 MA1561                          STATION RECOVERY (2000)
 MA1561
 MA1561'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (JAW)
 MA1561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1457 ***********************************************************************
 MA1457  DESIGNATION -  H 87
 MA1457  PID         -  MA1457
 MA1457  STATE/COUNTY-  PA/VENANGO
 MA1457  USGS QUAD   -  OIL CITY (1977)
 MA1457
 MA1457                         *CURRENT SURVEY CONTROL
 MA1457  ___________________________________________________________________
 MA1457* NAD 83(1986)-  41 22 37.     (N)    079 42 09.     (W)     SCALED    
 MA1457* NAVD 88     -       439.848  (meters)    1443.07   (feet)  ADJUSTED  
 MA1457  ___________________________________________________________________
 MA1457  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 MA1457  DYNAMIC HT  -         439.648 (meters)    1442.41  (feet)  COMP
 MA1457  MODELED GRAV-     980,155.8   (mgal)                       NAVD 88
 MA1457
 MA1457  VERT ORDER  -  SECOND    CLASS 0
 MA1457
 MA1457.The horizontal coordinates were scaled from a topographic map and have
 MA1457.an estimated accuracy of +/- 6 seconds.
 MA1457
 MA1457.The orthometric height was determined by differential leveling
 MA1457.and adjusted by the National Geodetic Survey in June 1991..
 MA1457
 MA1457.The geoid height was determined by GEOID03.
 MA1457
 MA1457.The dynamic height is computed by dividing the NAVD 88
 MA1457.geopotential number by the normal gravity value computed on the
 MA1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1457.degrees latitude (g = 980.6199 gals.).
 MA1457
 MA1457.The modeled gravity was interpolated from observed gravity values.
 MA1457
 MA1457;                    North         East    Units  Estimated Accuracy
 MA1457;SPC PA N     -   136,250.      436,690.      MT  (+/- 180 meters Scaled)
 MA1457
 MA1457                          SUPERSEDED SURVEY CONTROL
 MA1457
 MA1457  NGVD 29 (??/??/92)  440.016  (m)         1443.62   (f) ADJ UNCH    2 0
 MA1457
 MA1457.Superseded values are not recommended for survey control.
 MA1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1457.See file dsdata.txt to determine how the superseded data were derived.
 MA1457
 MA1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF084814(NAD 83)
 MA1457_MARKER: DB = BENCH MARK DISK
 MA1457_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1457_SP_SET: BUILDING
 MA1457_STAMPING: H 87 1935
 MA1457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1457
 MA1457  HISTORY     - Date     Condition        Report By
 MA1457  HISTORY     - 1935     MONUMENTED       CGS
 MA1457  HISTORY     - 1967     GOOD             NGS
 MA1457  HISTORY     - 19990901 GOOD             PADT
 MA1457
 MA1457                          STATION DESCRIPTION
 MA1457
 MA1457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1457'0.6 MI S FROM SENECA.
 MA1457'0.6 MILE SOUTH ALONG STATE HIGHWAY 257 FROM THE POST OFFICE AT
 MA1457'SENECA, VENANGO COUNTY, AT THE CRANBERRY TOWNSHIP HIGH SCHOOL,
 MA1457'IN THE WEST WALL, 5 FEET SOUTH OF THE SOUTHWEST CORNER, 24 FEET
 MA1457'SOUTH OF THE CENTER OF THE GIRLS ENTRANCE, ABOUT 90 FEET EAST OF
 MA1457'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT ABOVE THE
 MA1457'SIDEWALK.  A STANDARD DISK, STAMPED H 87 1935 AND SET VERTICALLY.
 MA1457
 MA1457                          STATION RECOVERY (1999)
 MA1457
 MA1457'RECOVERY NOTE BY PA DEPT OF TRANSP 1999
 MA1457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0818 ***********************************************************************
 MA0818  DESIGNATION -  H 88
 MA0818  PID         -  MA0818
 MA0818  STATE/COUNTY-  PA/FOREST
 MA0818  USGS QUAD   -  WEST HICKORY (1981)
 MA0818
 MA0818                         *CURRENT SURVEY CONTROL
 MA0818  ___________________________________________________________________
 MA0818* NAD 83(1986)-  41 33 42.     (N)    079 25 13.     (W)     SCALED    
 MA0818* NAVD 88     -       326.653  (meters)    1071.69   (feet)  ADJUSTED  
 MA0818  ___________________________________________________________________
 MA0818  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 MA0818  DYNAMIC HT  -         326.514 (meters)    1071.24  (feet)  COMP
 MA0818  MODELED GRAV-     980,190.6   (mgal)                       NAVD 88
 MA0818
 MA0818  VERT ORDER  -  SECOND    CLASS 0
 MA0818
 MA0818.The horizontal coordinates were scaled from a topographic map and have
 MA0818.an estimated accuracy of +/- 6 seconds.
 MA0818
 MA0818.The orthometric height was determined by differential leveling
 MA0818.and adjusted by the National Geodetic Survey in June 1991..
 MA0818
 MA0818.The geoid height was determined by GEOID03.
 MA0818
 MA0818.The dynamic height is computed by dividing the NAVD 88
 MA0818.geopotential number by the normal gravity value computed on the
 MA0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0818.degrees latitude (g = 980.6199 gals.).
 MA0818
 MA0818.The modeled gravity was interpolated from observed gravity values.
 MA0818
 MA0818;                    North         East    Units  Estimated Accuracy
 MA0818;SPC PA N     -   156,260.      460,690.      MT  (+/- 180 meters Scaled)
 MA0818
 MA0818                          SUPERSEDED SURVEY CONTROL
 MA0818
 MA0818  NGVD 29 (??/??/92)  326.827  (m)         1072.26   (f) ADJ UNCH    2 0
 MA0818
 MA0818.Superseded values are not recommended for survey control.
 MA0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0818.See file dsdata.txt to determine how the superseded data were derived.
 MA0818
 MA0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG317023(NAD 83)
 MA0818_MARKER: DB = BENCH MARK DISK
 MA0818_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0818_SP_SET: BRIDGE SEAT
 MA0818_STAMPING: H 88 1935
 MA0818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0818
 MA0818  HISTORY     - Date     Condition        Report By
 MA0818  HISTORY     - 1935     MONUMENTED       CGS
 MA0818
 MA0818                          STATION DESCRIPTION
 MA0818
 MA0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0818'0.8 MI S FROM WEST HICKORY.
 MA0818'ABOUT 0.8 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM WEST
 MA0818'HICKORY, FOREST COUNTY, ABOUT 210 FEET NORTH OF MILEPOST 26-90,
 MA0818'AT 40-FOOT PLATE-GIRDER BRIDGE 26.04, IN THE TOP OF THE EAST
 MA0818'SIDE OF THE NORTH CONCRETE BRIDGE SEAT, 9 FEET EAST OF THE EAST
 MA0818'RAIL, AND ABOUT 3 FEET LOWER THAN THE TOP OF THE RAIL.  A
 MA0818'STANDARD DISK, STAMPED H 88 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1102 ***********************************************************************
 LZ1102  DESIGNATION -  H 90
 LZ1102  PID         -  LZ1102
 LZ1102  STATE/COUNTY-  PA/CLINTON
 LZ1102  USGS QUAD   -  JERSEY MILLS (1983)
 LZ1102
 LZ1102                         *CURRENT SURVEY CONTROL
 LZ1102  ___________________________________________________________________
 LZ1102* NAD 83(1986)-  41 15 27.     (N)    077 26 10.     (W)     SCALED    
 LZ1102* NAVD 88     -       491.589  (meters)    1612.82   (feet)  ADJUSTED  
 LZ1102  ___________________________________________________________________
 LZ1102  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 LZ1102  DYNAMIC HT  -         491.347 (meters)    1612.03  (feet)  COMP
 LZ1102  MODELED GRAV-     980,115.4   (mgal)                       NAVD 88
 LZ1102
 LZ1102  VERT ORDER  -  SECOND    CLASS 0
 LZ1102
 LZ1102.The horizontal coordinates were scaled from a topographic map and have
 LZ1102.an estimated accuracy of +/- 6 seconds.
 LZ1102
 LZ1102.The orthometric height was determined by differential leveling
 LZ1102.and adjusted by the National Geodetic Survey in June 1991..
 LZ1102
 LZ1102.The geoid height was determined by GEOID03.
 LZ1102
 LZ1102.The dynamic height is computed by dividing the NAVD 88
 LZ1102.geopotential number by the normal gravity value computed on the
 LZ1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1102.degrees latitude (g = 980.6199 gals.).
 LZ1102
 LZ1102.The modeled gravity was interpolated from observed gravity values.
 LZ1102
 LZ1102;                    North         East    Units  Estimated Accuracy
 LZ1102;SPC PA N     -   121,190.      626,310.      MT  (+/- 180 meters Scaled)
 LZ1102
 LZ1102                          SUPERSEDED SURVEY CONTROL
 LZ1102
 LZ1102  NGVD 29 (??/??/92)  491.772  (m)         1613.42   (f) ADJ UNCH    2 0
 LZ1102
 LZ1102.Superseded values are not recommended for survey control.
 LZ1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1102.See file dsdata.txt to determine how the superseded data were derived.
 LZ1102
 LZ1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL959702(NAD 83)
 LZ1102_MARKER: DB = BENCH MARK DISK
 LZ1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1102_STAMPING: H 90 1935
 LZ1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1102+STABILITY: SURFACE MOTION
 LZ1102
 LZ1102  HISTORY     - Date     Condition        Report By
 LZ1102  HISTORY     - 1935     MONUMENTED       CGS
 LZ1102
 LZ1102                          STATION DESCRIPTION
 LZ1102
 LZ1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ1102'9.1 MI N FROM MC ELHATTAN.
 LZ1102'9.1 MILES NORTH ALONG TOWNSHIP ROADS 18014 AND 18021 AND STATE
 LZ1102'HIGHWAY 24 FROM MC ELHATTAN, AT HIGHWAY STATION 4/19+80, 200 FEET
 LZ1102'SOUTH OF A 2-1/2 STORY FRAME DWELLING, 112 FEET NORTH OF A 6-FOOT
 LZ1102'STONE BRIDGE OVER CHATHAM RUN, 21 FEET WEST OF THE CENTER LINE
 LZ1102'OF THE GRAVEL ROAD, AND 18 FEET SOUTH OF A POLE.  SET IN THE TOP
 LZ1102'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1185 ***********************************************************************
 LZ1185  DESIGNATION -  H 91
 LZ1185  PID         -  LZ1185
 LZ1185  STATE/COUNTY-  PA/LYCOMING
 LZ1185  USGS QUAD   -  WHITE PINE (1986)
 LZ1185
 LZ1185                         *CURRENT SURVEY CONTROL
 LZ1185  ___________________________________________________________________
 LZ1185* NAD 83(1986)-  41 27 30.     (N)    077 07 55.     (W)     SCALED    
 LZ1185* NAVD 88     -       513.530  (meters)    1684.81   (feet)  ADJUSTED  
 LZ1185  ___________________________________________________________________
 LZ1185  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 LZ1185  DYNAMIC HT  -         513.290 (meters)    1684.02  (feet)  COMP
 LZ1185  MODELED GRAV-     980,138.6   (mgal)                       NAVD 88
 LZ1185
 LZ1185  VERT ORDER  -  SECOND    CLASS 0
 LZ1185
 LZ1185.The horizontal coordinates were scaled from a topographic map and have
 LZ1185.an estimated accuracy of +/- 6 seconds.
 LZ1185
 LZ1185.The orthometric height was determined by differential leveling
 LZ1185.and adjusted by the National Geodetic Survey in June 1991..
 LZ1185
 LZ1185.The geoid height was determined by GEOID03.
 LZ1185
 LZ1185.The dynamic height is computed by dividing the NAVD 88
 LZ1185.geopotential number by the normal gravity value computed on the
 LZ1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1185.degrees latitude (g = 980.6199 gals.).
 LZ1185
 LZ1185.The modeled gravity was interpolated from observed gravity values.
 LZ1185
 LZ1185;                    North         East    Units  Estimated Accuracy
 LZ1185;SPC PA N     -   143,630.      651,640.      MT  (+/- 180 meters Scaled)
 LZ1185
 LZ1185                          SUPERSEDED SURVEY CONTROL
 LZ1185
 LZ1185  NGVD 29 (??/??/92)  513.71   (m)         1685.4    (f) COMPUTED    2 0
 LZ1185
 LZ1185.Superseded values are not recommended for survey control.
 LZ1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1185.See file dsdata.txt to determine how the superseded data were derived.
 LZ1185
 LZ1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL219918(NAD 83)
 LZ1185_MARKER: DB = BENCH MARK DISK
 LZ1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1185_STAMPING: H 91 1935
 LZ1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1185+STABILITY: SURFACE MOTION
 LZ1185
 LZ1185  HISTORY     - Date     Condition        Report By
 LZ1185  HISTORY     - 1935     MONUMENTED       CGS
 LZ1185
 LZ1185                          STATION DESCRIPTION
 LZ1185
 LZ1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ1185'AT STEAM VALLEY.
 LZ1185'AT STEAM VALLEY ON U.S. 15, AT HIGHWAY STATION 373+40, 75 FEET
 LZ1185'EAST OF INTERSECTION OF HIGHWAY 184, 54 FEET SOUTH OF 12 IN PIPE
 LZ1185'CULVERT, 24 FEET EAST OF CENTER LINE OF CONCRETE HIGHWAY, AT
 LZ1185'WESTERN EDGE OF LARGE FIELD, LEVEL WITH FINISHED GRADE, PRECAST
 LZ1185'CONCRETE POST WITH 10 IN PROJ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1186 ***********************************************************************
 LZ1186  DESIGNATION -  H 91 RESET 1964
 LZ1186  PID         -  LZ1186
 LZ1186  STATE/COUNTY-  PA/LYCOMING
 LZ1186  USGS QUAD   -  WHITE PINE (1986)
 LZ1186
 LZ1186                         *CURRENT SURVEY CONTROL
 LZ1186  ___________________________________________________________________
 LZ1186* NAD 83(1986)-  41 27 30.     (N)    077 07 55.     (W)     SCALED    
 LZ1186* NAVD 88     -       515.26   (+/-2cm)    1690.5    (feet)  VERTCON   
 LZ1186  ___________________________________________________________________
 LZ1186  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 LZ1186
 LZ1186  VERT ORDER  -  THIRD (See Below)
 LZ1186
 LZ1186.The horizontal coordinates were scaled from a topographic map and have
 LZ1186.an estimated accuracy of +/- 6 seconds.
 LZ1186
 LZ1186.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1186.The vertical order pertains to the NGVD 29 superseded value.
 LZ1186
 LZ1186.The geoid height was determined by GEOID03.
 LZ1186
 LZ1186;                    North         East    Units  Estimated Accuracy
 LZ1186;SPC PA N     -   143,630.      651,640.      MT  (+/- 180 meters Scaled)
 LZ1186
 LZ1186                          SUPERSEDED SURVEY CONTROL
 LZ1186
 LZ1186  NGVD 29 (??/??/??)  515.44   (m)         1691.1    (f) RESET       3  
 LZ1186
 LZ1186.Superseded values are not recommended for survey control.
 LZ1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1186.See file dsdata.txt to determine how the superseded data were derived.
 LZ1186
 LZ1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL219918(NAD 83)
 LZ1186_MARKER: DB = BENCH MARK DISK
 LZ1186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1186_SP_SET: HEADWALL
 LZ1186_STAMPING: H 91 RESET 1966
 LZ1186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1186
 LZ1186  HISTORY     - Date     Condition        Report By
 LZ1186  HISTORY     - 1966     MONUMENTED       PADH
 LZ1186
 LZ1186                          STATION DESCRIPTION
 LZ1186
 LZ1186'DESCRIBED BY PA DEPT OF HIGHWAYS 1966
 LZ1186'AT STEAM VALLEY.
 LZ1186'AT STEAM VALLEY, AT THE INTERSECTION OF U.S. HIGHWAY 15 AND
 LZ1186'STATE HIGHWAY 184, 28.5 FEET EAST OF NORTHBOUND CENTERLINE
 LZ1186'STATION 363+95.5 OF U.S. HIGHWAY 15 AND SET IN THE SOUTHEAST
 LZ1186'CORNER OF A CONCRETE HEADWALL.  THE MARK IS LOCATED 6 MILES
 LZ1186'NORTH OF TROUT RUN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0447 ***********************************************************************
 MA0447  DESIGNATION -  H 92
 MA0447  PID         -  MA0447
 MA0447  STATE/COUNTY-  PA/JEFFERSON
 MA0447  USGS QUAD   -  HAZEN (1994)
 MA0447
 MA0447                         *CURRENT SURVEY CONTROL
 MA0447  ___________________________________________________________________
 MA0447* NAD 83(1986)-  41 14 00.     (N)    078 52 44.     (W)     SCALED    
 MA0447* NAVD 88     -       489.746  (meters)    1606.78   (feet)  ADJUSTED  
 MA0447  ___________________________________________________________________
 MA0447  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 MA0447  DYNAMIC HT  -         489.520 (meters)    1606.03  (feet)  COMP
 MA0447  MODELED GRAV-     980,146.5   (mgal)                       NAVD 88
 MA0447
 MA0447  VERT ORDER  -  SECOND    CLASS 0
 MA0447
 MA0447.The horizontal coordinates were scaled from a topographic map and have
 MA0447.an estimated accuracy of +/- 6 seconds.
 MA0447
 MA0447.The orthometric height was determined by differential leveling
 MA0447.and adjusted by the National Geodetic Survey in June 1991..
 MA0447
 MA0447.The geoid height was determined by GEOID03.
 MA0447
 MA0447.The dynamic height is computed by dividing the NAVD 88
 MA0447.geopotential number by the normal gravity value computed on the
 MA0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0447.degrees latitude (g = 980.6199 gals.).
 MA0447
 MA0447.The modeled gravity was interpolated from observed gravity values.
 MA0447
 MA0447;                    North         East    Units  Estimated Accuracy
 MA0447;SPC PA N     -   119,070.      505,360.      MT  (+/- 180 meters Scaled)
 MA0447
 MA0447                          SUPERSEDED SURVEY CONTROL
 MA0447
 MA0447  NGVD 29 (??/??/92)  489.90   (m)         1607.3    (f) COMPUTED    2 0
 MA0447
 MA0447.Superseded values are not recommended for survey control.
 MA0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0447.See file dsdata.txt to determine how the superseded data were derived.
 MA0447
 MA0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF777668(NAD 83)
 MA0447_MARKER: DB = BENCH MARK DISK
 MA0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0447_STAMPING: H 92 1935
 MA0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0447+STABILITY: SURFACE MOTION
 MA0447
 MA0447  HISTORY     - Date     Condition        Report By
 MA0447  HISTORY     - 1935     MONUMENTED       CGS
 MA0447
 MA0447                          STATION DESCRIPTION
 MA0447
 MA0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0447'AT SUGAR HILL.
 MA0447'AT SUGAR HILL, JEFFERSON COUNTY, ABOUT 50 FEET EAST OF THE
 MA0447'PITTSBURG AND SHAWMUT RAILROAD STATION, ABOUT 42 FEET SOUTHEAST
 MA0447'OF THE CENTER OF A ROAD CROSSING, 9 FEET EAST OF A CROSSING
 MA0447'SIGN, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 MA0447'DISK, STAMPED H 92 1935 AND SET IN THE TOP OF A CONCRETE POST
 MA0447'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1671 ***********************************************************************
 KX1671  DESIGNATION -  H 93
 KX1671  PID         -  KX1671
 KX1671  STATE/COUNTY-  PA/CLARION
 KX1671  USGS QUAD   -  EAST BRADY (1993)
 KX1671
 KX1671                         *CURRENT SURVEY CONTROL
 KX1671  ___________________________________________________________________
 KX1671* NAD 83(1986)-  40 58 50.     (N)    079 30 18.     (W)     SCALED    
 KX1671* NAVD 88     -       271.642  (meters)     891.21   (feet)  ADJUSTED  
 KX1671  ___________________________________________________________________
 KX1671  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KX1671  DYNAMIC HT  -         271.510 (meters)     890.78  (feet)  COMP
 KX1671  MODELED GRAV-     980,132.5   (mgal)                       NAVD 88
 KX1671
 KX1671  VERT ORDER  -  SECOND    CLASS 0
 KX1671
 KX1671.The horizontal coordinates were scaled from a topographic map and have
 KX1671.an estimated accuracy of +/- 6 seconds.
 KX1671
 KX1671.The orthometric height was determined by differential leveling
 KX1671.and adjusted by the National Geodetic Survey in June 1991..
 KX1671
 KX1671.The geoid height was determined by GEOID03.
 KX1671
 KX1671.The dynamic height is computed by dividing the NAVD 88
 KX1671.geopotential number by the normal gravity value computed on the
 KX1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1671.degrees latitude (g = 980.6199 gals.).
 KX1671
 KX1671.The modeled gravity was interpolated from observed gravity values.
 KX1671
 KX1671;                    North         East    Units  Estimated Accuracy
 KX1671;SPC PA N     -    91,880.      452,310.      MT  (+/- 180 meters Scaled)
 KX1671
 KX1671                          SUPERSEDED SURVEY CONTROL
 KX1671
 KX1671  NGVD 29 (??/??/92)  271.809  (m)          891.76   (f) ADJ UNCH    2 0
 KX1671
 KX1671.Superseded values are not recommended for survey control.
 KX1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1671.See file dsdata.txt to determine how the superseded data were derived.
 KX1671
 KX1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF257376(NAD 83)
 KX1671_MARKER: DB = BENCH MARK DISK
 KX1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1671_STAMPING: H 93 1935
 KX1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1671+STABILITY: SURFACE MOTION
 KX1671
 KX1671  HISTORY     - Date     Condition        Report By
 KX1671  HISTORY     - 1935     MONUMENTED       CGS
 KX1671
 KX1671                          STATION DESCRIPTION
 KX1671
 KX1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX1671'AT SHANNON.
 KX1671'AT SHANNON, CLARION COUNTY, ON THE PENNSYLVANIA RAILROAD, ABOUT
 KX1671'2.8 MILES EAST OF THE MORTIMER STATION, ABOUT 1,360 FEET WEST
 KX1671'OF MILEPOST 4, ABOUT 100 FEET EAST OF THE RICHARD BERYYARD AND
 KX1671'IDA ROBERTS 1-STORY FRAME HOUSE, ABOUT 50 FEET NORTHEAST OF THE
 KX1671'CENTER OF A DIRT-ROAD CROSSING, 25 FEET EAST OF THE CENTER
 KX1671'LINE OF THE TRACK, AND ABOUT 2 FEET HIGHER THAN THE TOP OF THE
 KX1671'RAIL.  A STANDARD DISK, STAMPED H 93 1935 AND SET IN THE TOP OF
 KX1671'A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1099 ***********************************************************************
 MA1099  DESIGNATION -  H 94
 MA1099  PID         -  MA1099
 MA1099  STATE/COUNTY-  PA/CLARION
 MA1099  USGS QUAD   -  CLARION (1981)
 MA1099
 MA1099                         *CURRENT SURVEY CONTROL
 MA1099  ___________________________________________________________________
 MA1099* NAD 83(1986)-  41 14 48.     (N)    079 26 48.     (W)     SCALED    
 MA1099* NAVD 88     -       358.211  (meters)    1175.23   (feet)  ADJUSTED  
 MA1099  ___________________________________________________________________
 MA1099  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 MA1099  DYNAMIC HT  -         358.041 (meters)    1174.67  (feet)  COMP
 MA1099  MODELED GRAV-     980,141.3   (mgal)                       NAVD 88
 MA1099
 MA1099  VERT ORDER  -  SECOND    CLASS 0
 MA1099
 MA1099.The horizontal coordinates were scaled from a topographic map and have
 MA1099.an estimated accuracy of +/- 6 seconds.
 MA1099
 MA1099.The orthometric height was determined by differential leveling
 MA1099.and adjusted by the National Geodetic Survey in June 1991..
 MA1099
 MA1099.The geoid height was determined by GEOID03.
 MA1099
 MA1099.The dynamic height is computed by dividing the NAVD 88
 MA1099.geopotential number by the normal gravity value computed on the
 MA1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1099.degrees latitude (g = 980.6199 gals.).
 MA1099
 MA1099.The modeled gravity was interpolated from observed gravity values.
 MA1099
 MA1099;                    North         East    Units  Estimated Accuracy
 MA1099;SPC PA N     -   121,330.      457,800.      MT  (+/- 180 meters Scaled)
 MA1099
 MA1099                          SUPERSEDED SURVEY CONTROL
 MA1099
 MA1099  NGVD 29 (??/??/92)  358.361  (m)         1175.72   (f) ADJ UNCH    2 0
 MA1099
 MA1099.Superseded values are not recommended for survey control.
 MA1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1099.See file dsdata.txt to determine how the superseded data were derived.
 MA1099
 MA1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF301673(NAD 83)
 MA1099_MARKER: DB = BENCH MARK DISK
 MA1099_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1099_SP_SET: BRIDGE
 MA1099_STAMPING: H 94 1935
 MA1099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1099
 MA1099  HISTORY     - Date     Condition        Report By
 MA1099  HISTORY     - 1935     MONUMENTED       CGS
 MA1099  HISTORY     - 1958     MARK NOT FOUND   NGS
 MA1099
 MA1099                          STATION DESCRIPTION
 MA1099
 MA1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MA1099'0.9 MI SE FROM SHIPPENVILLE.
 MA1099'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY 322 FROM THE POST OFFICE
 MA1099'AT SHIPPENVILLE, CLARION COUNTY, AT CONCRETE BRIDGE 4/89+82, IN
 MA1099'THE TOP OF THE FLOOR SLAB, 6 FEET NORTHEAST OF THE SOUTH CORNER,
 MA1099'12 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 MA1099'LEVEL WITH THE ROADWAY.  A STANDARD DISK, STAMPED H 94 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0996 ***********************************************************************
 JW0996  DESIGNATION -  H 95
 JW0996  PID         -  JW0996
 JW0996  STATE/COUNTY-  PA/BEDFORD
 JW0996  USGS QUAD   -  MENCH (1994)
 JW0996
 JW0996                         *CURRENT SURVEY CONTROL
 JW0996  ___________________________________________________________________
 JW0996* NAD 83(1986)-  39 59 42.     (N)    078 16 59.     (W)     SCALED    
 JW0996* NAVD 88     -       298.483  (meters)     979.27   (feet)  ADJUSTED  
 JW0996  ___________________________________________________________________
 JW0996  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 JW0996  DYNAMIC HT  -         298.310 (meters)     978.71  (feet)  COMP
 JW0996  MODELED GRAV-     980,040.1   (mgal)                       NAVD 88
 JW0996
 JW0996  VERT ORDER  -  SECOND    CLASS 0
 JW0996
 JW0996.The horizontal coordinates were scaled from a topographic map and have
 JW0996.an estimated accuracy of +/- 6 seconds.
 JW0996
 JW0996.The orthometric height was determined by differential leveling
 JW0996.and adjusted by the National Geodetic Survey in June 1991..
 JW0996
 JW0996.The geoid height was determined by GEOID03.
 JW0996
 JW0996.The dynamic height is computed by dividing the NAVD 88
 JW0996.geopotential number by the normal gravity value computed on the
 JW0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0996.degrees latitude (g = 980.6199 gals.).
 JW0996
 JW0996.The modeled gravity was interpolated from observed gravity values.
 JW0996
 JW0996;                    North         East    Units  Estimated Accuracy
 JW0996;SPC PA S     -    73,610.      554,480.      MT  (+/- 180 meters Scaled)
 JW0996
 JW0996                          SUPERSEDED SURVEY CONTROL
 JW0996
 JW0996  NGVD 29 (??/??/92)  298.65   (m)          979.8    (f) COMPUTED    2 0
 JW0996
 JW0996.Superseded values are not recommended for survey control.
 JW0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0996.See file dsdata.txt to determine how the superseded data were derived.
 JW0996
 JW0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE319307(NAD 83)
 JW0996_MARKER: DB = BENCH MARK DISK
 JW0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0996_STAMPING: H 95 1935
 JW0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0996+STABILITY: SURFACE MOTION
 JW0996
 JW0996  HISTORY     - Date     Condition        Report By
 JW0996  HISTORY     - 1935     MONUMENTED       CGS
 JW0996
 JW0996                          STATION DESCRIPTION
 JW0996
 JW0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0996'5.7 MI E FROM EVERETT.
 JW0996'42 FEET SOUTH OF CENTERLINE OF U.S. HIGHWAY 30.  50 FEET NORTH
 JW0996'OF BANK OF RAYSTOWN BRANCH OF JUNIATA RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3463 ***********************************************************************
 JV3463  DESIGNATION -  H 96
 JV3463  PID         -  JV3463
 JV3463  STATE/COUNTY-  PA/FRANKLIN
 JV3463  USGS QUAD   -  CHAMBERSBURG (1990)
 JV3463
 JV3463                         *CURRENT SURVEY CONTROL
 JV3463  ___________________________________________________________________
 JV3463* NAD 83(1986)-  39 56 08.     (N)    077 41 13.     (W)     SCALED    
 JV3463* NAVD 88     -       221.188  (meters)     725.68   (feet)  ADJUSTED  
 JV3463  ___________________________________________________________________
 JV3463  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 JV3463  DYNAMIC HT  -         221.062 (meters)     725.27  (feet)  COMP
 JV3463  MODELED GRAV-     980,051.4   (mgal)                       NAVD 88
 JV3463
 JV3463  VERT ORDER  -  SECOND    CLASS 0
 JV3463
 JV3463.The horizontal coordinates were scaled from a topographic map and have
 JV3463.an estimated accuracy of +/- 6 seconds.
 JV3463
 JV3463.The orthometric height was determined by differential leveling
 JV3463.and adjusted by the National Geodetic Survey in June 1991..
 JV3463
 JV3463.The geoid height was determined by GEOID03.
 JV3463
 JV3463.The dynamic height is computed by dividing the NAVD 88
 JV3463.geopotential number by the normal gravity value computed on the
 JV3463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3463.degrees latitude (g = 980.6199 gals.).
 JV3463
 JV3463.The modeled gravity was interpolated from observed gravity values.
 JV3463
 JV3463;                    North         East    Units  Estimated Accuracy
 JV3463;SPC PA S     -    66,870.      605,390.      MT  (+/- 180 meters Scaled)
 JV3463
 JV3463                          SUPERSEDED SURVEY CONTROL
 JV3463
 JV3463  NGVD 29 (??/??/??)  221.370  (m)          726.28   (f) ADJUSTED    2 0
 JV3463
 JV3463.Superseded values are not recommended for survey control.
 JV3463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3463.See file dsdata.txt to determine how the superseded data were derived.
 JV3463
 JV3463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK704240(NAD 83)
 JV3463_MARKER: DB = BENCH MARK DISK
 JV3463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV3463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV3463_STAMPING: H 96 1935
 JV3463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV3463+STABILITY: SURFACE MOTION
 JV3463
 JV3463  HISTORY     - Date     Condition        Report By
 JV3463  HISTORY     - 1935     MONUMENTED       CGS
 JV3463  HISTORY     - 1966     MARK NOT FOUND   CGS
 JV3463  HISTORY     - 1979     MARK NOT FOUND   NGS
 JV3463
 JV3463                          STATION DESCRIPTION
 JV3463
 JV3463'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JV3463'1.6 MI W FROM CHAMBERSBURG.
 JV3463'1.6 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE CITY HALL AT
 JV3463'CHAMBERSBURG, FRANKLIN COUNTY, 39 FEET WEST OF THE CENTER OF THE
 JV3463'JUNCTION OF A ROAD LEADING TO CRIDERS CHURCH, AND 27 FEET NORTH
 JV3463'OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED H 96
 JV3463'1935 AND SET IN THE TOP OF A CONCRETE POST.
 JV3463
 JV3463                          STATION RECOVERY (1979)
 JV3463
 JV3463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV3463'NOTE--APPARENTLY KNOCKED OUT BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0289 ***********************************************************************
 KX0289  DESIGNATION -  H 97
 KX0289  PID         -  KX0289
 KX0289  STATE/COUNTY-  PA/HUNTINGDON
 KX0289  USGS QUAD   -  HUNTINGDON (1994)
 KX0289
 KX0289                         *CURRENT SURVEY CONTROL
 KX0289  ___________________________________________________________________
 KX0289* NAD 83(1986)-  40 25 15.     (N)    078 06 29.     (W)     SCALED    
 KX0289* NAVD 88     -       226.665  (meters)     743.65   (feet)  ADJUSTED  
 KX0289  ___________________________________________________________________
 KX0289  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 KX0289  DYNAMIC HT  -         226.543 (meters)     743.25  (feet)  COMP
 KX0289  MODELED GRAV-     980,084.2   (mgal)                       NAVD 88
 KX0289
 KX0289  VERT ORDER  -  SECOND    CLASS 0
 KX0289
 KX0289.The horizontal coordinates were scaled from a topographic map and have
 KX0289.an estimated accuracy of +/- 6 seconds.
 KX0289
 KX0289.The orthometric height was determined by differential leveling
 KX0289.and adjusted by the National Geodetic Survey in June 1991..
 KX0289
 KX0289.The geoid height was determined by GEOID03.
 KX0289
 KX0289.The dynamic height is computed by dividing the NAVD 88
 KX0289.geopotential number by the normal gravity value computed on the
 KX0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0289.degrees latitude (g = 980.6199 gals.).
 KX0289
 KX0289.The modeled gravity was interpolated from observed gravity values.
 KX0289
 KX0289;                    North         East    Units  Estimated Accuracy
 KX0289;SPC PA S     -   120,810.      569,610.      MT  (+/- 180 meters Scaled)
 KX0289
 KX0289                          SUPERSEDED SURVEY CONTROL
 KX0289
 KX0289  NGVD 29 (??/??/92)  226.860  (m)          744.29   (f) ADJ UNCH    2 0
 KX0289
 KX0289.Superseded values are not recommended for survey control.
 KX0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0289.See file dsdata.txt to determine how the superseded data were derived.
 KX0289
 KX0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE453784(NAD 83)
 KX0289_MARKER: DB = BENCH MARK DISK
 KX0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0289_STAMPING: H 97 1935
 KX0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0289+STABILITY: SURFACE MOTION
 KX0289
 KX0289  HISTORY     - Date     Condition        Report By
 KX0289  HISTORY     - 1935     MONUMENTED       CGS
 KX0289
 KX0289                          STATION DESCRIPTION
 KX0289
 KX0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX0289'2.4 MI S FROM MC CONNELLSTOWN.
 KX0289'2.4 MILES SOUTH ALONG THE HUNTINGDON AND BROAD TOP MOUNTAIN
 KX0289'RAILROAD AND COAL CO. RAILROAD FROM THE STATION AT MC CONNELLSTOWN,
 KX0289'HUNTINGDON COUNTY, ABOUT 180 YARDS NORTH OF THE HESSTON STATION,
 KX0289'ABOUT 133 YARDS NORTH OF MILEPOST 7, 33 FEET EAST OF THE CENTER
 KX0289'LINE OF THE MAIN TRACK, AND 3 FEET WEST OF THE FENCE.  A
 KX0289'STANDARD DISK, STAMPED H 97 1935 AND SET IN THE TOP OF A CONCRETE
 KX0289'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0322 ***********************************************************************
 KX0322  DESIGNATION -  H 98
 KX0322  PID         -  KX0322
 KX0322  STATE/COUNTY-  PA/BEDFORD
 KX0322  USGS QUAD   -  ROARING SPRING (1987)
 KX0322
 KX0322                         *CURRENT SURVEY CONTROL
 KX0322  ___________________________________________________________________
 KX0322* NAD 83(1986)-  40 15 34.     (N)    078 29 16.     (W)     SCALED    
 KX0322* NAVD 88     -       372.632  (meters)    1222.54   (feet)  ADJUSTED  
 KX0322  ___________________________________________________________________
 KX0322  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KX0322  DYNAMIC HT  -         372.424 (meters)    1221.86  (feet)  COMP
 KX0322  MODELED GRAV-     980,055.5   (mgal)                       NAVD 88
 KX0322
 KX0322  VERT ORDER  -  SECOND    CLASS 0
 KX0322
 KX0322.The horizontal coordinates were scaled from a topographic map and have
 KX0322.an estimated accuracy of +/- 6 seconds.
 KX0322
 KX0322.The orthometric height was determined by differential leveling
 KX0322.and adjusted by the National Geodetic Survey in June 1991..
 KX0322
 KX0322.The geoid height was determined by GEOID03.
 KX0322
 KX0322.The dynamic height is computed by dividing the NAVD 88
 KX0322.geopotential number by the normal gravity value computed on the
 KX0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0322.degrees latitude (g = 980.6199 gals.).
 KX0322
 KX0322.The modeled gravity was interpolated from observed gravity values.
 KX0322
 KX0322;                    North         East    Units  Estimated Accuracy
 KX0322;SPC PA S     -   103,090.      537,240.      MT  (+/- 180 meters Scaled)
 KX0322
 KX0322                          SUPERSEDED SURVEY CONTROL
 KX0322
 KX0322  NGVD 29 (??/??/92)  372.774  (m)         1223.01   (f) ADJ UNCH    2 0
 KX0322
 KX0322.Superseded values are not recommended for survey control.
 KX0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0322.See file dsdata.txt to determine how the superseded data were derived.
 KX0322
 KX0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE136595(NAD 83)
 KX0322_MARKER: DB = BENCH MARK DISK
 KX0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0322_STAMPING: H 98 1935
 KX0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0322+STABILITY: SURFACE MOTION
 KX0322
 KX0322  HISTORY     - Date     Condition        Report By
 KX0322  HISTORY     - 1935     MONUMENTED       CGS
 KX0322
 KX0322                          STATION DESCRIPTION
 KX0322
 KX0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX0322'AT QUEEN.
 KX0322'AT QUEEN, BEDFORD COUNTY, ABOUT 162 FEET NORTH OF THE NORTHEAST
 KX0322'CORNER OF THE PENNSYLVANIA RAILROAD STATION, AT THE CROSSING
 KX0322'OF AN EAST-AND-WEST ROAD, 48 FEET WEST OF THE CENTER LINE OF THE
 KX0322'TRACK, AND 36 FEET SOUTH OF THE CENTER LINE OF THE ROAD.
 KX0322'A STANDARD DISK, STAMPED H 98 1935 AND SET IN THE TOP OF A CONCRETE
 KX0322'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0079 ***********************************************************************
 JW0079  DESIGNATION -  H 99
 JW0079  PID         -  JW0079
 JW0079  STATE/COUNTY-  PA/FULTON
 JW0079  USGS QUAD   -  MEADOW GROUNDS (1994)
 JW0079
 JW0079                         *CURRENT SURVEY CONTROL
 JW0079  ___________________________________________________________________
 JW0079* NAD 83(1986)-  39 55 27.     (N)    078 00 15.     (W)     SCALED    
 JW0079* NAVD 88     -       260.193  (meters)     853.65   (feet)  ADJUSTED  
 JW0079  ___________________________________________________________________
 JW0079  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 JW0079  DYNAMIC HT  -         260.043 (meters)     853.16  (feet)  COMP
 JW0079  MODELED GRAV-     980,044.6   (mgal)                       NAVD 88
 JW0079
 JW0079  VERT ORDER  -  SECOND    CLASS 0
 JW0079
 JW0079.The horizontal coordinates were scaled from a topographic map and have
 JW0079.an estimated accuracy of +/- 6 seconds.
 JW0079
 JW0079.The orthometric height was determined by differential leveling
 JW0079.and adjusted by the National Geodetic Survey in June 1991..
 JW0079
 JW0079.The geoid height was determined by GEOID03.
 JW0079
 JW0079.The dynamic height is computed by dividing the NAVD 88
 JW0079.geopotential number by the normal gravity value computed on the
 JW0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0079.degrees latitude (g = 980.6199 gals.).
 JW0079
 JW0079.The modeled gravity was interpolated from observed gravity values.
 JW0079
 JW0079;                    North         East    Units  Estimated Accuracy
 JW0079;SPC PA S     -    65,630.      578,270.      MT  (+/- 180 meters Scaled)
 JW0079
 JW0079                          SUPERSEDED SURVEY CONTROL
 JW0079
 JW0079  NGVD 29 (??/??/92)  260.379  (m)          854.26   (f) ADJ UNCH    2 0
 JW0079
 JW0079.Superseded values are not recommended for survey control.
 JW0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0079.See file dsdata.txt to determine how the superseded data were derived.
 JW0079
 JW0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE560236(NAD 83)
 JW0079_MARKER: DD = SURVEY DISK
 JW0079_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0079_SP_SET: BRIDGE
 JW0079_STAMPING: H 99 1935
 JW0079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0079
 JW0079  HISTORY     - Date     Condition        Report By
 JW0079  HISTORY     - 1935     MONUMENTED       PADH
 JW0079  HISTORY     - 1935     GOOD             NGS
 JW0079  HISTORY     - 1942     GOOD             NGS
 JW0079
 JW0079                          STATION DESCRIPTION
 JW0079
 JW0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0079'0.7 MI S FROM MC CONNELLSBURG.
 JW0079'0.7 MILE SOUTH ALONG U.S. HIGHWAY 522 FROM THE FULTON COUNTY
 JW0079'NATIONAL BANK AT MC CONNELLSBURG, FULTON COUNTY, AT THE WEST
 JW0079'ABUTMENT OF A CONCRETE BRIDGE, IN THE TOP OF THE NORTH END, AND 12
 JW0079'FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A PENNSYLVANIA
 JW0079'DEPARTMENT OF HIGHWAYS STANDARD DISK, STAMPED H 99 1935.
 JW0079
 JW0079                          STATION RECOVERY (1942)
 JW0079
 JW0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 JW0079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0863 ***********************************************************************
 KW0863  DESIGNATION -  HACC
 KW0863  PID         -  KW0863
 KW0863  STATE/COUNTY-  PA/DAUPHIN
 KW0863  USGS QUAD   -  HARRISBURG WEST (1987)
 KW0863
 KW0863                         *CURRENT SURVEY CONTROL
 KW0863  ___________________________________________________________________
 KW0863* NAD 83(1986)-  40 17 52.     (N)    076 53 03.     (W)     SCALED    
 KW0863* NAVD 88     -        97.342  (meters)     319.36   (feet)  ADJUSTED  
 KW0863  ___________________________________________________________________
 KW0863  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 KW0863  DYNAMIC HT  -          97.294 (meters)     319.21  (feet)  COMP
 KW0863  MODELED GRAV-     980,126.9   (mgal)                       NAVD 88
 KW0863
 KW0863  VERT ORDER  -  FIRST     CLASS I
 KW0863
 KW0863.The horizontal coordinates were scaled from a topographic map and have
 KW0863.an estimated accuracy of +/- 6 seconds.
 KW0863
 KW0863.The orthometric height was determined by differential leveling
 KW0863.and adjusted by the National Geodetic Survey in June 1991..
 KW0863
 KW0863.The geoid height was determined by GEOID03.
 KW0863
 KW0863.The dynamic height is computed by dividing the NAVD 88
 KW0863.geopotential number by the normal gravity value computed on the
 KW0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0863.degrees latitude (g = 980.6199 gals.).
 KW0863
 KW0863.The modeled gravity was interpolated from observed gravity values.
 KW0863
 KW0863;                    North         East    Units  Estimated Accuracy
 KW0863;SPC PA S     -   107,450.      673,610.      MT  (+/- 180 meters Scaled)
 KW0863
 KW0863                          SUPERSEDED SURVEY CONTROL
 KW0863
 KW0863  NGVD 29 (??/??/??)   97.553  (m)          320.06   (f) ADJUSTED    1 1
 KW0863
 KW0863.Superseded values are not recommended for survey control.
 KW0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0863.See file dsdata.txt to determine how the superseded data were derived.
 KW0863
 KW0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK398625(NAD 83)
 KW0863_MARKER: DB = BENCH MARK DISK
 KW0863_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KW0863_SP_SET: 7 1/2 FEET
 KW0863_STAMPING: HACC 1966
 KW0863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0863
 KW0863  HISTORY     - Date     Condition        Report By
 KW0863  HISTORY     - 1966     MONUMENTED       CGS
 KW0863  HISTORY     - 20010108 POOR             PADT
 KW0863
 KW0863                          STATION DESCRIPTION
 KW0863
 KW0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0863'2.4 MI NE FROM HARRISBURG.
 KW0863'ABOUT 1.45 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM
 KW0863'THE STATION AT HARRISBURG, THENCE 152 YARDS NORTHEAST AND ACROSS
 KW0863'THE TRACKS TO A ROAD WHICH CROSSES THE MOST EASTERLY TRACK, THENCE
 KW0863'0.25 MILE NORTH ALONG A DIRT ROAD WHICH PARALLELS THE EAST
 KW0863'SIDE OF THE TRACKS, THENCE 0.15 MILE EAST ALONG A DIRT ROAD
 KW0863'TO PARK DRIVE, THENCE 0.5 MILE NORTHEAST ALONG PARK DRIVE, AT
 KW0863'THE HARRISBURG AREA COMMUNITY COLLEGE, NEAR THE CENTER OF A
 KW0863'TRIANGLE FORMED BY THREE LARGE TREES, 186 FEET EAST OF THE
 KW0863'NORTHEAST CORNER OF CLASS ROOM A, 16 1/2 FEET SOUTHWEST OF
 KW0863'A 26-INCH ELM TREE, 23 FEET NORTHWEST OF A 14-INCH ELM TREE,
 KW0863'10 FEET SOUTHEAST OF A 16-INCH ELM TREE, 1.4 FEET NORTHEAST
 KW0863'OF A METAL WITNESS POST, AND ON THE TOP OF A 5/8-INCH COPPER
 KW0863'COATED ROD THAT IS DRIVEN TO A DEPTH OF 7 1/2 FEET AND IS
 KW0863'ENCASED IN A 5-INCH CAST IRON PIPE WHICH PROJECTS 2 FEET.
 KW0863'NOTE-- PROPOSED LANDSCAPING WILL REDUCE THE PIPE PROJECTION
 KW0863'TO ABOUT 6 INCHES.
 KW0863
 KW0863                          STATION RECOVERY (2001)
 KW0863
 KW0863'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (SMM)
 KW0863'MONUMENT HAS SOME SURFACE MOTION ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0042 ***********************************************************************
 MA0042  DESIGNATION -  HACKETT
 MA0042  PID         -  MA0042
 MA0042  STATE/COUNTY-  PA/MCKEAN
 MA0042  USGS QUAD   -  SMETHPORT (1969)
 MA0042
 MA0042                         *CURRENT SURVEY CONTROL
 MA0042  ___________________________________________________________________
 MA0042* NAD 83(1992)-  41 49 26.59565(N)    078 23 10.26216(W)     ADJUSTED  
 MA0042* NAVD 88     -       634.517  (meters)    2081.74   (feet)  ADJUSTED  
 MA0042  ___________________________________________________________________
 MA0042  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 MA0042  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 MA0042  DYNAMIC HT  -         634.265 (meters)    2080.92  (feet)  COMP
 MA0042  MODELED GRAV-     980,203.6   (mgal)                       NAVD 88
 MA0042
 MA0042  HORZ ORDER  -  SECOND
 MA0042  VERT ORDER  -  SECOND    CLASS 0
 MA0042
 MA0042.The horizontal coordinates were established by classical geodetic methods
 MA0042.and adjusted by the National Geodetic Survey in June 2002..
 MA0042
 MA0042.The orthometric height was determined by differential leveling
 MA0042.and adjusted by the National Geodetic Survey in June 1991..
 MA0042
 MA0042.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA0042
 MA0042.The geoid height was determined by GEOID03.
 MA0042
 MA0042.The dynamic height is computed by dividing the NAVD 88
 MA0042.geopotential number by the normal gravity value computed on the
 MA0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0042.degrees latitude (g = 980.6199 gals.).
 MA0042
 MA0042.The modeled gravity was interpolated from observed gravity values.
 MA0042
 MA0042;                    North         East     Units Scale Factor Converg.
 MA0042;SPC PA N     -   184,256.730   547,148.157   MT  0.99998198   -0 25 15.1
 MA0042;SPC PA N     -   604,515.62  1,795,101.91   sFT  0.99998198   -0 25 15.1
 MA0042;UTM  17      - 4,633,544.530   717,073.785   MT  1.00017988   +1 44 37.3
 MA0042
 MA0042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA0042!SPC PA N     -   0.99990546  x   0.99998198  =   0.99988745
 MA0042!UTM  17      -   0.99990546  x   1.00017988  =   1.00008533
 MA0042
 MA0042|---------------------------------------------------------------------|
 MA0042| PID    Reference Object                     Distance      Geod. Az  |
 MA0042|                                                           dddmmss.s |
 MA0042| MA0043 HACKETT RM 1                          6.212 METERS 08639     |
 MA0042| MA0045 HACKETT AZ MK                                      0914148.6 |
 MA0042| MA0041 HACKETT RM 2                          8.963 METERS 17643     |
 MA0042|---------------------------------------------------------------------|
 MA0042
 MA0042                          SUPERSEDED SURVEY CONTROL
 MA0042
 MA0042  NAD 83(1996)-  41 49 26.59561(N)    078 23 10.26245(W) AD(       ) 2
 MA0042  NAD 83(1986)-  41 49 26.59739(N)    078 23 10.25992(W) AD(       ) 2
 MA0042  NAD 27      -  41 49 26.36721(N)    078 23 11.19996(W) AD(       ) 2
 MA0042  NGVD 29 (??/??/92)  634.671  (m)         2082.25   (f) ADJ UNCH    2 0
 MA0042
 MA0042.Superseded values are not recommended for survey control.
 MA0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0042.See file dsdata.txt to determine how the superseded data were derived.
 MA0042
 MA0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG1707433545(NAD 83)
 MA0042_MARKER: DE = TRAVERSE STATION DISK
 MA0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0042_STAMPING: HACKETT 1968
 MA0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0042+STABILITY: SURFACE MOTION
 MA0042
 MA0042  HISTORY     - Date     Condition        Report By
 MA0042  HISTORY     - 1968     MONUMENTED       CGS
 MA0042  HISTORY     - 1968     GOOD             CGS
 MA0042  HISTORY     - 20051031 GOOD             USPSQD
 MA0042
 MA0042                          STATION DESCRIPTION
 MA0042
 MA0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA0042'THE STATION IS LOCATED 5-1/2 MILES WEST OF PORT ALLEGANY, 3 MILES
 MA0042'EAST-NORTHEAST OF SMETHPORT, ON A HIGH CUTBANK ABOUT 50 FEET HIGHER
 MA0042'THAN, AND ON THE NORTH SIDE OF U.S. HIGHWAY 6.
 MA0042'
 MA0042'TO REACH THE STATION FROM THE POST OFFICE IN SMETHPORT, GO EAST ON
 MA0042'U.S. HIGHWAY 6 FOR 1.5 MILES TO ITS JUNCTION WITH STATE HIGHWAY
 MA0042'46.  CONTINUE EAST ON U.S. HIGHWAY 6 FOR 2.1 MILES TO A SIDE ROAD
 MA0042'LEFT AT THE SUMMIT OF A LONG GRADE.  (TO REACH THE AZIMUTH MARK,
 MA0042'GO EAST AND SOUTH ON U.S. HIGHWAY 6 FOR 0.6 MILE TO A CULVERT ON THE
 MA0042'LEFT.) TURN LEFT AND GO NORTH ON A GRAVEL ROAD FOR 0.1 MILE TO A
 MA0042'WOODS ROAD ON THE RIGHT.  TURN VERY SHARP RIGHT AND GO SOUTHEAST ON
 MA0042'THE WOODS ROAD FOR ABOUT 350 FEET TO A TELEPHONE LINE
 MA0042'RIGHT-OF-WAY.  TURN LEFT AND GO EAST ALONG THE RIGHT-OF-WAY FOR 100
 MA0042'FEET TO WHERE THE WOODS ROAD TURNS NORTH INTO THE WOODS AND THE
 MA0042'STATION AS DESCRIBED.
 MA0042'
 MA0042'THE STATION MARK IS 40 FEET EAST-NORTHEAST OF THE APPROXIMATE CENTER
 MA0042'OF THE WOODS ROAD, 34 FEET NORTH-NORTHWEST OF THE CUTBANK, 22.0
 MA0042'FEET WEST OF TELEPHONE POLE 4263.  IT IS A STANDARD DISK SET IN THE
 MA0042'TOP OF A 12 INCH ROUND CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 MA0042'GROUND.  IT IS STAMPED HACKETT 1968.
 MA0042'
 MA0042'REFERENCE MARK 1 IS 37 FEET NORTH-NORTHWEST OF THE CUTBANK, 24.0 FEET
 MA0042'EAST OF A METAL WITNESS POST AND SIGN, AND 1.9 FEET
 MA0042'WEST-SOUTHWEST OF TELEPHONE POLE 4263.  IT IS A STANDARD DISK SET IN
 MA0042'THE TOP OF A 12 INCH ROUND CONCRETE POST WHICH PROJECTS 3
 MA0042'INCHES ABOVE GROUND.  IT IS STAMPED HACKETT NO 1 1968.
 MA0042'
 MA0042'REFERENCE MARK 2 IS 37.5 FEET SOUTHWEST OF TELEPHONE POLE 4263, 29.5
 MA0042'FEET SOUTH OF THE METAL WITNESS POST AND SIGN, 15 FEET
 MA0042'NORTH-NORTHWEST OF THE CUTBANK, AND 1 FOOT LOWER THAN THE STATION.
 MA0042'IT IS A STANDARD DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 MA0042'POST WHICH PROJECTS 1 INCH ABOVE GROUND.  IT IS STAMPED HACKETT NO 2
 MA0042'1968.
 MA0042'
 MA0042'THE AZIMUTH MARK IS 18 FEET EAST OF THE CENTER OF U.S. HIGHWAY 6, 3.0
 MA0042'FEET WEST OF THE NORTHEAST END OF THE CULVERT, 1.3 FEET
 MA0042'EAST-SOUTHEAST OF A METAL WITNESS POST AND SIGN, AND 1-1/2 FEET LOWER
 MA0042'THAN THE HIGHWAY.  IT IS A STANDARD DISK SET FLUSH IN A DRILLHOLE IN
 MA0042'A CULVERT.  IT IS STAMPED HACKETT 1968.
 MA0042'
 MA0042'NOTE-STATION, RM 1 AND 2 ARE PAINTED YELLOW.
 MA0042'
 MA0042'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 MA0042
 MA0042                          STATION RECOVERY (1968)
 MA0042
 MA0042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MA0042'3.6 MI E FROM SMETHPORT.
 MA0042'3.6 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE IN
 MA0042'SMETHPORT TO THE TOP OF A STEEP HILL AND HIGH HIGHWAY CUT,
 MA0042'29.40 FEET NORTH OF RM 2, 20.38 FEET WEST OF RM 1, 40 FEET
 MA0042'EAST OF THE APPROXIMATE CENTER OF A WOODS ROAD, 34 FEET NORTHWEST
 MA0042'OF THE EDGE OF THE HIGHWAY CUT, SET IN THE TOP OF A CONCRETE POST
 MA0042'PROJECTING 3-INCHES AND IS ABOUT 50 FEET ABOVE THE HIGHWAY.
 MA0042
 MA0042                          STATION RECOVERY (2005)
 MA0042
 MA0042'RECOVERY NOTE BY US POWER SQUADRON 2005 (SG)
 MA0042'MARK IS IN WOODED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0045 ***********************************************************************
 MA0045  DESIGNATION -  HACKETT AZ MK
 MA0045  PID         -  MA0045
 MA0045  STATE/COUNTY-  PA/MCKEAN
 MA0045  USGS QUAD   -  SMETHPORT (1969)
 MA0045
 MA0045                         *CURRENT SURVEY CONTROL
 MA0045  ___________________________________________________________________
 MA0045* NAD 83(1986)-  41 49 25.     (N)    078 22 38.     (W)     SCALED    
 MA0045* NAVD 88     -       558.782  (meters)    1833.27   (feet)  ADJUSTED  
 MA0045  ___________________________________________________________________
 MA0045  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 MA0045  DYNAMIC HT  -         558.559 (meters)    1832.54  (feet)  COMP
 MA0045  MODELED GRAV-     980,203.8   (mgal)                       NAVD 88
 MA0045
 MA0045  VERT ORDER  -  SECOND    CLASS 0
 MA0045
 MA0045.The horizontal coordinates were scaled from a topographic map and have
 MA0045.an estimated accuracy of +/- 6 seconds.
 MA0045
 MA0045.The orthometric height was determined by differential leveling
 MA0045.and adjusted by the National Geodetic Survey in June 1991..
 MA0045
 MA0045.The geoid height was determined by GEOID03.
 MA0045
 MA0045.The dynamic height is computed by dividing the NAVD 88
 MA0045.geopotential number by the normal gravity value computed on the
 MA0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0045.degrees latitude (g = 980.6199 gals.).
 MA0045
 MA0045.The modeled gravity was interpolated from observed gravity values.
 MA0045
 MA0045;                    North         East    Units  Estimated Accuracy
 MA0045;SPC PA N     -   184,200.      547,890.      MT  (+/- 180 meters Scaled)
 MA0045
 MA0045                          SUPERSEDED SURVEY CONTROL
 MA0045
 MA0045  NGVD 29 (??/??/92)  558.933  (m)         1833.77   (f) ADJ UNCH    2 0
 MA0045
 MA0045.Superseded values are not recommended for survey control.
 MA0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0045.See file dsdata.txt to determine how the superseded data were derived.
 MA0045
 MA0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG178335(NAD 83)
 MA0045_MARKER: DZ = AZIMUTH MARK DISK
 MA0045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0045_SP_SET: CULVERT
 MA0045_STAMPING: HACKETT 1968
 MA0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0045
 MA0045  HISTORY     - Date     Condition        Report By
 MA0045  HISTORY     - 1968     MONUMENTED       CGS
 MA0045
 MA0045                          STATION DESCRIPTION
 MA0045
 MA0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MA0045'4.1 MI E FROM SMETHPORT.
 MA0045'4.1 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE IN
 MA0045'SMETHPORT, SET IN THE TOP OF THE EAST HEADWALL OF A CONCRETE
 MA0045'CULVERT, 18 FEET EAST OF THE CENTERLINE OF HIGHWAY, 3.0 FEET
 MA0045'WEST OF THE NORTHEAST END OF HEADWALL, 1.3 FEET EAST OF A
 MA0045'METAL WITNESS SIGN AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE
 MA0045'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0043 ***********************************************************************
 MA0043  DESIGNATION -  HACKETT RM 1
 MA0043  PID         -  MA0043
 MA0043  STATE/COUNTY-  PA/MCKEAN
 MA0043  USGS QUAD   -  SMETHPORT (1969)
 MA0043
 MA0043                         *CURRENT SURVEY CONTROL
 MA0043  ___________________________________________________________________
 MA0043* NAD 83(1986)-  41 49 26.     (N)    078 23 10.     (W)     SCALED    
 MA0043* NAVD 88     -       634.178  (meters)    2080.63   (feet)  ADJUSTED  
 MA0043  ___________________________________________________________________
 MA0043  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 MA0043  DYNAMIC HT  -         633.927 (meters)    2079.81  (feet)  COMP
 MA0043  MODELED GRAV-     980,203.6   (mgal)                       NAVD 88
 MA0043
 MA0043  VERT ORDER  -  SECOND    CLASS 0
 MA0043
 MA0043.The horizontal coordinates were scaled from a topographic map and have
 MA0043.an estimated accuracy of +/- 6 seconds.
 MA0043
 MA0043.The orthometric height was determined by differential leveling
 MA0043.and adjusted by the National Geodetic Survey in June 1991..
 MA0043
 MA0043.The geoid height was determined by GEOID03.
 MA0043
 MA0043.The dynamic height is computed by dividing the NAVD 88
 MA0043.geopotential number by the normal gravity value computed on the
 MA0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0043.degrees latitude (g = 980.6199 gals.).
 MA0043
 MA0043.The modeled gravity was interpolated from observed gravity values.
 MA0043
 MA0043;                    North         East    Units  Estimated Accuracy
 MA0043;SPC PA N     -   184,240.      547,150.      MT  (+/- 180 meters Scaled)
 MA0043
 MA0043                          SUPERSEDED SURVEY CONTROL
 MA0043
 MA0043  NGVD 29 (??/??/92)  634.333  (m)         2081.14   (f) ADJ UNCH    2 0
 MA0043
 MA0043.Superseded values are not recommended for survey control.
 MA0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0043.See file dsdata.txt to determine how the superseded data were derived.
 MA0043
 MA0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG170335(NAD 83)
 MA0043_MARKER: DR = REFERENCE MARK DISK
 MA0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0043_STAMPING: HACKETT NO 1 1968
 MA0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0043+STABILITY: SURFACE MOTION
 MA0043
 MA0043  HISTORY     - Date     Condition        Report By
 MA0043  HISTORY     - 1968     MONUMENTED       CGS
 MA0043  HISTORY     - 20051031 GOOD             USPSQD
 MA0043
 MA0043                          STATION DESCRIPTION
 MA0043
 MA0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MA0043'3.6 MI E FROM SMETHPORT.
 MA0043'AT THE HACKETT STATION SITE-- 20.38 FEET EAST OF THE STATION,
 MA0043'37 FEET NORTH OF THE NORTH EDGE OF THE HIGHWAY CUT, 24 FEET EAST
 MA0043'OF A METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE POST
 MA0043'PROJECTING 3-INCHES AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE
 MA0043'STATION.
 MA0043
 MA0043                          STATION RECOVERY (2005)
 MA0043
 MA0043'RECOVERY NOTE BY US POWER SQUADRON 2005 (SG)
 MA0043'MARK IS IN WOODED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0041 ***********************************************************************
 MA0041  DESIGNATION -  HACKETT RM 2
 MA0041  PID         -  MA0041
 MA0041  STATE/COUNTY-  PA/MCKEAN
 MA0041  USGS QUAD   -  SMETHPORT (1969)
 MA0041
 MA0041                         *CURRENT SURVEY CONTROL
 MA0041  ___________________________________________________________________
 MA0041* NAD 83(1986)-  41 49 26.     (N)    078 23 10.     (W)     SCALED    
 MA0041* NAVD 88     -       633.820  (meters)    2079.46   (feet)  ADJUSTED  
 MA0041  ___________________________________________________________________
 MA0041  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 MA0041  DYNAMIC HT  -         633.568 (meters)    2078.63  (feet)  COMP
 MA0041  MODELED GRAV-     980,203.6   (mgal)                       NAVD 88
 MA0041
 MA0041  VERT ORDER  -  SECOND    CLASS 0
 MA0041
 MA0041.The horizontal coordinates were scaled from a topographic map and have
 MA0041.an estimated accuracy of +/- 6 seconds.
 MA0041
 MA0041.The orthometric height was determined by differential leveling
 MA0041.and adjusted by the National Geodetic Survey in June 1991..
 MA0041
 MA0041.The geoid height was determined by GEOID03.
 MA0041
 MA0041.The dynamic height is computed by dividing the NAVD 88
 MA0041.geopotential number by the normal gravity value computed on the
 MA0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0041.degrees latitude (g = 980.6199 gals.).
 MA0041
 MA0041.The modeled gravity was interpolated from observed gravity values.
 MA0041
 MA0041;                    North         East    Units  Estimated Accuracy
 MA0041;SPC PA N     -   184,240.      547,150.      MT  (+/- 180 meters Scaled)
 MA0041
 MA0041                          SUPERSEDED SURVEY CONTROL
 MA0041
 MA0041  NGVD 29 (??/??/92)  633.975  (m)         2079.97   (f) ADJ UNCH    2 0
 MA0041
 MA0041.Superseded values are not recommended for survey control.
 MA0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0041.See file dsdata.txt to determine how the superseded data were derived.
 MA0041
 MA0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG170335(NAD 83)
 MA0041_MARKER: DR = REFERENCE MARK DISK
 MA0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0041_STAMPING: HACKETT NO 2 1968
 MA0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0041+STABILITY: SURFACE MOTION
 MA0041
 MA0041  HISTORY     - Date     Condition        Report By
 MA0041  HISTORY     - 1968     MONUMENTED       CGS
 MA0041  HISTORY     - 20051031 GOOD             USPSQD
 MA0041
 MA0041                          STATION DESCRIPTION
 MA0041
 MA0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MA0041'3.6 MI E FROM SMETHPORT.
 MA0041'AT THE HACKETT STATION SITE-- 29.40 FEET SOUTH OF THE STATION
 MA0041'29.5 FEET SOUTH OF A METAL WITNESS SIGN, 15 FEET NORTH OF THE
 MA0041'NORTH EDGE OF THE HIGHWAY CUT AND IS ABOUT 2 FEET BELOW THE
 MA0041'LEVEL OF THE STATION, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MA0041'3-INCHES.
 MA0041
 MA0041                          STATION RECOVERY (2005)
 MA0041
 MA0041'RECOVERY NOTE BY US POWER SQUADRON 2005 (SG)
 MA0041'MARK IS IN WOODED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3130 ***********************************************************************
 KW3130  DESIGNATION -  HAGY
 KW3130  PID         -  KW3130
 KW3130  STATE/COUNTY-  PA/DAUPHIN
 KW3130  USGS QUAD   -  HARRISBURG WEST (1987)
 KW3130
 KW3130                         *CURRENT SURVEY CONTROL
 KW3130  ___________________________________________________________________
 KW3130* NAD 83(1992)-  40 22 15.61508(N)    076 56 56.31304(W)     ADJUSTED  
 KW3130* NAVD 88     -       121.2    (meters)     398.     (feet)  VERTCON   
 KW3130  ___________________________________________________________________
 KW3130  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 KW3130  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KW3130
 KW3130  HORZ ORDER  -  SECOND
 KW3130
 KW3130.The horizontal coordinates were established by classical geodetic methods
 KW3130.and adjusted by the National Geodetic Survey in June 2002..
 KW3130
 KW3130.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW3130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW3130
 KW3130.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3130
 KW3130.The geoid height was determined by GEOID03.
 KW3130
 KW3130;                    North         East     Units Scale Factor Converg.
 KW3130;SPC PA S     -   115,526.114   668,027.289   MT  0.99996046   +0 31 10.9
 KW3130;SPC PA S     -   379,021.93  2,191,686.20   sFT  0.99996046   +0 31 10.9
 KW3130;UTM  18      - 4,470,759.639   334,534.660   MT  0.99993703   -1 15 45.7
 KW3130
 KW3130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3130!SPC PA S     -   0.99998634  x   0.99996046  =   0.99994680
 KW3130!UTM  18      -   0.99998634  x   0.99993703  =   0.99992337
 KW3130
 KW3130|---------------------------------------------------------------------|
 KW3130| PID    Reference Object                     Distance      Geod. Az  |
 KW3130|                                                           dddmmss.s |
 KW3130| CB3493 HAGY RM 1                            22.036 METERS 00835     |
 KW3130| CB3492 HAGY AZ MK                                         1592943.9 |
 KW3130| CB3494 HAGY RM 2                            21.341 METERS 17140     |
 KW3130| KW3129 HAGY 2                               39.353 METERS 25821     |
 KW3130| KW3126 DAUPHIN WATER GAP LOT               APPROX. 1.7 KM 2611935.8 |
 KW3130|---------------------------------------------------------------------|
 KW3130
 KW3130                          SUPERSEDED SURVEY CONTROL
 KW3130
 KW3130  NAD 83(1986)-  40 22 15.61211(N)    076 56 56.31341(W) AD(       ) 2
 KW3130  NAD 27      -  40 22 15.30605(N)    076 56 57.40823(W) AD(       ) 2
 KW3130  NGVD 29 (07/19/86)  121.4    (m)          398.     (f) VERT ANG       
 KW3130
 KW3130.Superseded values are not recommended for survey control.
 KW3130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3130.See file dsdata.txt to determine how the superseded data were derived.
 KW3130
 KW3130_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK3453570760(NAD 83)
 KW3130_MARKER: DE = TRAVERSE STATION DISK
 KW3130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3130
 KW3130  HISTORY     - Date     Condition        Report By
 KW3130  HISTORY     - 1966     MONUMENTED       CGS
 KW3130  HISTORY     - 1971     GOOD             NGS
 KW3130  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW3130  HISTORY     - 20060729 MARK NOT FOUND   GEOCAC
 KW3130
 KW3130                          STATION DESCRIPTION
 KW3130
 KW3130'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW3130'THE STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHWEST OF THE CAPITOL
 KW3130'IN HARRISBURG, 0.9 MILE WEST-NORTHWEST OF THE TOWN OF DAUPHIN, 0.25
 KW3130'MILE NORTH OF THE NORTH SHORE OF THE SUSQUEHANNA RIVER, 0.05 MILE
 KW3130'NORTH OF U.S. HIGHWAYS 22 AND 322 AND ABOUT 50 FEET HIGHER THAN
 KW3130'THE HIGHWAYS.  IT IS ON PROPERTY OWNED BY MR. HYLES HAGY.
 KW3130'
 KW3130'TO REACH THE STATION FROM THE POST OFFICE IN DAUPHIN AND THE CORNER
 KW3130'OF SWATARA STREET AND ALLEGHENY STREET GO WEST ON U.S. HIGHWAYS 22
 KW3130'AND 322 FOR 0.9 MILE TO A SIDE ROAD RIGHT, THIS IS JUST BEFORE
 KW3130'REACHING A TAVERN ON THE RIGHT, TURN RIGHT, NORTH FOR ABOUT 50
 KW3130'YARDS ON A GRAVEL ROAD UP HILL TO A FORK, TAKE THE RIGHT FORK,
 KW3130'NORTHEAST ON DRIVEWAY TO A FARM HOUSE FOR 0.1 MILE TO STATION ABOUT
 KW3130'200 FEET EAST OF THE FARM HOUSE.
 KW3130'
 KW3130'THE STATION MARK IS 120 FEET NORTHEAST OF A TELEPHONE POLE, 12.9 FEET
 KW3130'NORTHWEST OF A METAL WITNESS POST, 12.5 FEET WEST OF A FENCE AND ON
 KW3130'THE EAST SIDE OF THE FARM YARD.  IT IS A STANDARD TRAVERSE DISK,
 KW3130'STAMPED HAGY 1966, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 KW3130'WHICH IS FLUSH WITH THE GROUND.
 KW3130'
 KW3130'REFERENCE MARK NO. 1 IS 75.5 FEET NORTH OF THE WITNESS POST, 29 FEET
 KW3130'SOUTH OF THE FENCE CORNER, 1 FOOT WEST OF THE FENCE AND ABOUT THE
 KW3130'SAME ELEVATION AS THE STATION.  IT IS A STANDARD DISK, STAMPED HAGY
 KW3130'NO 1 1966, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH
 KW3130'PROJECTS 5 INCHES.
 KW3130'
 KW3130'REFERENCE MARK NO. 2 IS 65.5 FEET SOUTH OF THE METAL WITNESS POST, 1
 KW3130'FOOT WEST OF THE FENCE AND ABOUT 2 FEET LOWER THAN THE STATION.  IT
 KW3130'IS A STANDARD DISK, STAMPED HAGY NO 2 1966, SET IN THE TOP OF A 12
 KW3130'INCH SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.
 KW3130'
 KW3130'AZIMUTH MARK IS 33.5 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A
 KW3130'BRICK HOUSE, 29.0 FEET WEST OF THE NORTHWEST CORNER OF HOUSE
 KW3130'NO. 24, 7 FEET SOUTH OF THE APPROXIMATE CENTER OF RIVER ROAD AND
 KW3130'ABOUT THE SAME ELEVATION AS THE ROAD.  IT IS A STANDARD DISK,
 KW3130'STAMPED HAGY 1966, CEMENTED IN A DRILLHOLE IN A 10 INCH CURB THAT
 KW3130'RUNS ALONG THE NORTH FRONT OF THE HOUSES.
 KW3130'
 KW3130'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN DAUPHIN AND
 KW3130'JUNCTION OF SWATARA STREET AND ALLEGHENY STREET GO WEST ON U.S.
 KW3130'HIGHWAYS 22 AND 322 (ALLEGHENY STREET) FOR 0.05 MILE TO MARKET
 KW3130'STREET, TURN LEFT, SOUTH, FOR 0.15 MILE PASSING UNDER THE RAILROAD
 KW3130'TO A T-INTERSECTION, TURN RIGHT, WEST, ON RIVER ROAD FOR 0.7 MILE TO
 KW3130'AZIMUTH MARK ON THE LEFT AT A BOAT DOCK BETWEEN HOUSE NO. 24 AND
 KW3130'THE BRICK HOUSE.
 KW3130
 KW3130                          STATION RECOVERY (1971)
 KW3130
 KW3130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KW3130'THE STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHWEST OF THE CAPITOL
 KW3130'BUILDING IN HARRISBURG, 0.9 MILE WEST-NORTHWEST OF THE TOWN OF
 KW3130'DAUPHIN, 0.25 MILE NORTH OF THE NORTH SHORE OF THE SUSQUEHANNA RIVER,
 KW3130'0.05 MILE NORTH OF U.S. HIGHWAY 22 AND 322 AND ABOUT 50 FEET
 KW3130'HIGHER THAN THE HIGHWAY.
 KW3130'
 KW3130'THE STATION, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH MARK WERE
 KW3130'ALL RECOVERED IN GOOD CONDITION.  HOWEVER, THE STATION AND
 KW3130'REFERENCE MARKS NOS. 1 AND 2 WERE IN THE WAY OF EXCAVATION, WHERE
 KW3130'DIRT IS BEING REMOVED TO MAKE FILL FOR NEW HIGHWAY APPROACH TO
 KW3130'BRIDGE, AND IN DANGER OF BEING DESTROYED.
 KW3130'
 KW3130'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 0.9 MILE
 KW3130'WEST-NORTHWEST OF DAUPHIN
 KW3130
 KW3130                          STATION RECOVERY (1989)
 KW3130
 KW3130'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW3130'MARK NOT FOUND.
 KW3130
 KW3130                          STATION RECOVERY (2006)
 KW3130
 KW3130'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW3130'RECONSTRUCTION OF US ROUTE 22 HAS CHANGED THIS AREA SIGNIFICANTLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3129 ***********************************************************************
 KW3129  DESIGNATION -  HAGY 2
 KW3129  PID         -  KW3129
 KW3129  STATE/COUNTY-  PA/DAUPHIN
 KW3129  USGS QUAD   -  HARRISBURG WEST (1987)
 KW3129
 KW3129                         *CURRENT SURVEY CONTROL
 KW3129  ___________________________________________________________________
 KW3129* NAD 83(1992)-  40 22 15.35730(N)    076 56 57.94673(W)     ADJUSTED  
 KW3129* NAVD 88     -       119.3    (meters)     391.     (feet)  VERTCON   
 KW3129  ___________________________________________________________________
 KW3129  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 KW3129  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KW3129
 KW3129  HORZ ORDER  -  THIRD
 KW3129
 KW3129.The horizontal coordinates were established by classical geodetic methods
 KW3129.and adjusted by the National Geodetic Survey in June 2002..
 KW3129.No horizontal observational check was made to the station.
 KW3129
 KW3129.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW3129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW3129
 KW3129.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3129
 KW3129.The geoid height was determined by GEOID03.
 KW3129
 KW3129;                    North         East     Units Scale Factor Converg.
 KW3129;SPC PA S     -   115,517.814   667,988.823   MT  0.99996046   +0 31 09.9
 KW3129;SPC PA S     -   378,994.69  2,191,560.00   sFT  0.99996046   +0 31 09.9
 KW3129;UTM  18      - 4,470,752.540   334,495.956   MT  0.99993719   -1 15 46.8
 KW3129
 KW3129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3129!SPC PA S     -   0.99998664  x   0.99996046  =   0.99994710
 KW3129!UTM  18      -   0.99998664  x   0.99993719  =   0.99992383
 KW3129
 KW3129|---------------------------------------------------------------------|
 KW3129| PID    Reference Object                     Distance      Geod. Az  |
 KW3129|                                                           dddmmss.s |
 KW3129| CB3496 HAGY 2 RM 4                           4.714 METERS 00331     |
 KW3129| KW3130 HAGY                                 39.353 METERS 07821     |
 KW3129| CB3492 HAGY AZ MK                                         1524158.3 |
 KW3129| KW3126 DAUPHIN WATER GAP LOT               APPROX. 1.7 KM 2612343.2 |
 KW3129| CB3495 HAGY 2 RM 3                          11.192 METERS 26306     |
 KW3129|---------------------------------------------------------------------|
 KW3129
 KW3129                          SUPERSEDED SURVEY CONTROL
 KW3129
 KW3129  NAD 83(1986)-  40 22 15.35434(N)    076 56 57.94710(W) AD(       ) 3
 KW3129  NAD 27      -  40 22 15.04829(N)    076 56 59.04183(W) AD(       ) 3
 KW3129  NGVD 29 (07/19/86)  119.5    (m)          392.     (f) VERT ANG       
 KW3129
 KW3129.Superseded values are not recommended for survey control.
 KW3129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3129.See file dsdata.txt to determine how the superseded data were derived.
 KW3129
 KW3129_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK3449670753(NAD 83)
 KW3129_MARKER: DS = TRIANGULATION STATION DISK
 KW3129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3129_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KW3129
 KW3129  HISTORY     - Date     Condition        Report By
 KW3129  HISTORY     - 1971     MONUMENTED       NGS
 KW3129  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW3129  HISTORY     - 20060729 MARK NOT FOUND   GEOCAC
 KW3129
 KW3129                          STATION DESCRIPTION
 KW3129
 KW3129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KW3129'THE STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHWEST OF THE CAPITOL
 KW3129'BUILDING IN HARRISBURG, 0.9 MILE WEST-NORTHWEST OF THE TOWN OF
 KW3129'DAUPHIN, 0.25 MILE NORTH OF THE NORTH SHORE OF THE SUSQUEHANNA RIVER,
 KW3129'ABOUT 0.05 MILE NORTH OF U.S. HIGHWAYS 22 AND 322, AND ABOUT 50 FEET
 KW3129'ABOVE THE ROAD.
 KW3129'
 KW3129'TO REACH THE STATION FROM THE POST OFFICE IN DAUPHIN, AT THE CORNER
 KW3129'OF SWATARA STREET AND ALLEGHENY STREET, GO WEST ON U.S. HIGHWAYS 22
 KW3129'AND 322 FOR 0.9 MILE TO A ROAD RIGHT, JUST BEFORE REACHING A LARGE
 KW3129'TAVERN ON THE RIGHT, TURN RIGHT ON THE MOST EASTERLY OF TWO ROADS
 KW3129'AND GO NORTH AND EAST, UPHILL, ON THIS ROAD FOR 0.15 MILE TO A HOUSE
 KW3129'AND THE STATION AS DESCRIBED.
 KW3129'
 KW3129'THE STATION IS A STANDARD TRIANGULATION STATION MARK DISK SET IN
 KW3129'ROUND CONCRETE CYLINDER FLUSH WITH SURFACE OF THE GROUND.  IT
 KW3129'IS 66.3 FEET EAST OF THE NORTHEAST CORNER OF THE HOUSE, 23.5 FEET
 KW3129'SOUTHEAST OF THE SOUTHWEST CORNER OF A GARAGE, 17.0 FEET
 KW3129'SOUTH-SOUTHWEST OF UTILITY POLE NO. 52772, AND 7.0 FEET
 KW3129'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK WELL
 KW3129'HOUSE.  THE DISK IS STAMPED HAGY 2 1971.
 KW3129'
 KW3129'REFERENCE MARK NO. 3 IS FLUSH WITH LAWN SURFACE, IN EAST EDGE OF YARD
 KW3129'AND JUST OFF EDGE OF DRIVEWAY.  IT IS 29.5 FEET EAST OF THE
 KW3129'NORTHEAST CORNER OF THE HOUSE AND 28.0 FEET SOUTHWEST OF THE
 KW3129'SOUTHWEST CORNER OF A GARAGE.  THE DISK IS STAMPED HAGY 2 NO 3
 KW3129'1971.
 KW3129'
 KW3129'REFERENCE MARK NO. 4 IS FLUSH WITH THE GROUND, 10.0 FEET NORTH OF THE
 KW3129'SOUTHEAST CORNER OF A CONCRETE BLOCK WELL HOUSE, 6.0 FEET WEST OF
 KW3129'UTILITY POLE NO. 52722, AND 2.0 FEET EAST OF THE EAST SIDE OF
 KW3129'CONCRETE BLOCK WELL HOUSE.  THE DISK IS STAMPED HAGY 2 NO 4 1971.
 KW3129'
 KW3129'AZIMUTH MARK IS 33.5 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A
 KW3129'BRICK HOUSE, 29.0 FEET WEST OF THE NORTHWEST CORNER OF HOUSE
 KW3129'NO. 24, 7 FEET SOUTH OF THE CENTERLINE OF RIVER ROAD AND ABOUT THE
 KW3129'SAME ELEVATION AS THE ROAD.  IT IS A STANDARD C AND GS AZIMUTH MARK
 KW3129'DISK CEMENTED IN A 10-INCH WIDE CURB THAT RUNS ALONG THE FRONT OF THE
 KW3129'HOUSES.  THE DISK IS STAMPED HAGY 1966.
 KW3129'
 KW3129'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN DAPHIN AND THE
 KW3129'JUNCTION OF SWATARA AND ALLEGHENY STREETS, GO WEST ON U.S. HIGHWAY
 KW3129'22 FOR 0.05 MILE, TURN LEFT, SOUTH, ONTO MARKET STREET AND GO 0.15
 KW3129'MILE, PASSING UNDER THE RAILROAD, TO A T-INTERSECTION, TURN RIGHT
 KW3129'AND GO WEST ON RIVER ROAD FOR 0.7 MILE TO THE AZIMUTH MARK ON THE
 KW3129'LEFT, AT AN OPENING BETWEEN A RED BRICK HOUSE AND HOUSE NO.
 KW3129'24, AND JUST BEFORE REACHING A TURNAROUND PLACE IN THE ROAD.
 KW3129
 KW3129                          STATION RECOVERY (1989)
 KW3129
 KW3129'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW3129'MARK NOT FOUND.
 KW3129
 KW3129                          STATION RECOVERY (2006)
 KW3129
 KW3129'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW3129'RECONSTRUCTION OF US ROUTE 22 HAS CHANGED THIS AREA SIGNIFICANTLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2807 ***********************************************************************
 KW2807  DESIGNATION -  HALF FALLS
 KW2807  PID         -  KW2807
 KW2807  STATE/COUNTY-  PA/PERRY
 KW2807  USGS QUAD   -  DUNCANNON (1984)
 KW2807
 KW2807                         *CURRENT SURVEY CONTROL
 KW2807  ___________________________________________________________________
 KW2807* NAD 83(1992)-  40 28 53.05791(N)    077 00 20.94054(W)     ADJUSTED  
 KW2807* NAVD 88     -       341.     (meters)    1119.     (feet)  SCALED    
 KW2807  ___________________________________________________________________
 KW2807  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 KW2807  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KW2807
 KW2807  HORZ ORDER  -  SECOND
 KW2807
 KW2807.The horizontal coordinates were established by classical geodetic methods
 KW2807.and adjusted by the National Geodetic Survey in June 2002..
 KW2807
 KW2807.The orthometric height was scaled from a topographic map.
 KW2807
 KW2807.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2807
 KW2807.The geoid height was determined by GEOID03.
 KW2807
 KW2807;                    North         East     Units Scale Factor Converg.
 KW2807;SPC PA S     -   127,742.170   663,096.865   MT  0.99995964   +0 28 58.2
 KW2807;SPC PA S     -   419,100.77  2,175,510.30   sFT  0.99995964   +0 28 58.2
 KW2807;UTM  18      - 4,483,123.088   329,986.959   MT  0.99995580   -1 18 09.0
 KW2807
 KW2807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2807!SPC PA S     -   0.99995187  x   0.99995964  =   0.99991151
 KW2807!UTM  18      -   0.99995187  x   0.99995580  =   0.99990767
 KW2807
 KW2807|---------------------------------------------------------------------|
 KW2807| PID    Reference Object                     Distance      Geod. Az  |
 KW2807|                                                           dddmmss.s |
 KW2807| CJ9923 HALF FALLS RM 1                      21.370 METERS 02614     |
 KW2807| KW3138 PETERS MTN AIRWAY BEACON            APPROX.10.0 KM 1400547.8 |
 KW2807| CJ9922 HALF FALLS AZ MK                                   1480049.1 |
 KW2807| CJ9924 HALF FALLS RM 2                      18.280 METERS 31626     |
 KW2807|---------------------------------------------------------------------|
 KW2807
 KW2807                          SUPERSEDED SURVEY CONTROL
 KW2807
 KW2807  NAD 83(1986)-  40 28 53.05589(N)    077 00 20.94069(W) AD(       ) 2
 KW2807  NAD 27      -  40 28 52.75300(N)    077 00 22.02000(W) AD(       ) 2
 KW2807
 KW2807.Superseded values are not recommended for survey control.
 KW2807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2807.See file dsdata.txt to determine how the superseded data were derived.
 KW2807
 KW2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK2998783123(NAD 83)
 KW2807_MARKER: DS = TRIANGULATION STATION DISK
 KW2807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2807
 KW2807  HISTORY     - Date     Condition        Report By
 KW2807  HISTORY     - 1942     MONUMENTED       CGS
 KW2807  HISTORY     - 1952     GOOD             AMS
 KW2807  HISTORY     - 1966     GOOD             CGS
 KW2807
 KW2807                          STATION DESCRIPTION
 KW2807
 KW2807'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW2807'STATION IS ABOUT 2-3/4 MILES NW OF NEW BUFFALO, 6-1/2 MILES N OF
 KW2807'DUNCANNON.  ON TIMBERED RIDGE KNOWN AS HALF FALLS MOUNTAIN, ON
 KW2807'PROPERTY OWNED BY MR. FRANK H. ARNEY.  THE MARK IS 12 FEET SE OF A
 KW2807'9-INCH HICKORY TREE AT THE END OF A DIM TRAIL AND IS 12 FEET NW OF
 KW2807'5-INCH BLAZED CHERRY TREE ON THE HIGHEST PART OF THE HOGBACK.  THE
 KW2807'MARK PROJECTS 8 INCHES.
 KW2807'
 KW2807'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KW2807'BRONZE DISKS SET IN CONCRETE.
 KW2807'
 KW2807'REFERENCE MARK NO. 1 IS 6 FEET SW OF 9-INCH CHESTNUT OAK TREE AND 6
 KW2807'FEET E OF DIM WOODS TRAIL.  THE MARK IS NW OF STATION AND
 KW2807'PROJECTS 7 INCHES.
 KW2807'
 KW2807'REFERENCE MARK NO. 2 IS 9 FEET W OF 7-INCH BLACK OAK TREE WITH
 KW2807'TRIANGLE BLAZE AND IS W OF THE STATION.  THE MARK PROJECTS 10
 KW2807'INCHES.
 KW2807'
 KW2807'THE AZIMUTH MARK IS 8 FEET NW OF OLD TELEPHONE POLE ON THE EDGE OF A
 KW2807'CLEARED FIELD 12 FEET SW OF CENTER LINE OF ROAD ON TOP OF HILL.
 KW2807'THE MARK PROJECTS 4 INCHES.  THE AZIMUTH IS REACHED FROM THE STATION
 KW2807'BY GOING DOWN WOODS ROAD TO MAIN DIRT ROAD ON TOP OF HILL, TURN
 KW2807'RIGHT AND GO 0.5 MILE TO FORKS IN ROAD, TAKE RIGHT FORK AND GO 0.7
 KW2807'MILE TO ANOTHER FORKS, TURN LEFT AND GO 0.1 MILE TO TOP OF HILL AND
 KW2807'AZIMUTH MARK ON RIGHT.
 KW2807'
 KW2807'REACHED FROM AMITY HALL AT THE JUNCTION OF U.S. HIGHWAYS 11 AND 15
 KW2807'WITH U.S. HIGHWAY 22 AND U.S. HIGHWAY 322 BY GOING N ON U.S.
 KW2807'HIGHWAYS 11 AND 15 FOR 3.0 MILES TO PAVED SIDE ROAD LEFT JUST AFTER
 KW2807'CROSSING BUFFALO CREEK, TURN LEFT N ON PAVED ROAD AND GO 0.45
 KW2807'MILE TO FORKS, KEEP RIGHT FORK, N, (A PAVED ROAD) FOR 0.65 MILE TO
 KW2807'FORKS, TAKE LEFT FORK (DIRT ROAD) NW UPHILL AND GO 1.05 MILES TO
 KW2807'SIDE ROAD RIGHT AT BETHEL CHURCH, CONTINUE STRAIGHT AHEAD FOR 0.2
 KW2807'MILE TO SIDE ROAD LEFT, CONTINUE STRAIGHT AHEAD FOR 0.55 MILE TO DIM
 KW2807'WOODS ROAD LEFT AND TRIANGLE-BLAZED TREE ON LEFT, TURN LEFT, SW, ON
 KW2807'DIM ROAD AND GO 0.05 MILE TO FORKS, TAKE RIGHT FORK AND FOLLOW DIM
 KW2807'WOODS ROAD UPHILL FOR 0.45 MILE TO TRIANGLE-BLAZED TREE ON LEFT,
 KW2807'TURN LEFT, S, FOR 38 PACES TO STATION SITE.
 KW2807'
 KW2807'ALL REFERENCE MARKS ARE STAMPED WITH THEIR RESPECTIVE NUMBERS AND THE
 KW2807'NAME AND DATE OF STATION.
 KW2807'
 KW2807'HEIGHT OF LIGHT ABOVE STATION MARK -23 METERS.
 KW2807
 KW2807                          STATION RECOVERY (1952)
 KW2807
 KW2807'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 KW2807'THE STATION, A STANDARD USC AND GS BRONZE TRIANGULATION DISC.  SET IN
 KW2807'THE TOP OF A 1 FOOT SQUARE CONCRETE POST, PROJECTING 4
 KW2807'INCHES, WAS RECOVERED IN GOOD CONDITION, AS DESCRIBED, WITH THE
 KW2807'FOLLOWING ADDITIONS TO THE LOCAL DESCRIPTION-
 KW2807'
 KW2807'THE STATION IS 86 FEET DUE NORTH OF A TALL ISOLATED PINE ON THE S
 KW2807'SLOPE, CENTERED ON RIDGE, AT THE N END OF A 70 FOOT LONG, 20 FEET
 KW2807'WIDE CLEARED STRIP.
 KW2807'
 KW2807'REFERENCE MARK 1 AND 2 ARE OKAY, AS DESCRIBED.
 KW2807
 KW2807                          STATION RECOVERY (1966)
 KW2807
 KW2807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW2807'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 KW2807'CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS NOT SEARCHED FOR
 KW2807'AT THIS TIME.  IT IS NOT V.G. FROM THE STATION DUE TO HEAVY GROWTH OF
 KW2807'TREES.
 KW2807'
 KW2807'THE LAST 0.45 MILE OF ROUTE TO THE STATION WAS HIKED AT THIS TIME DUE
 KW2807'TO A LOCKED GATE.  IT IS A VERY NARROW AND DIM TRACK ROAD THROUGH
 KW2807'THE WOODS, VERY STEEP FOR ANY VEHICLE OTHER THAN A 4-WHEEL DRIVE, AND
 KW2807'THERE ARE SEVERAL FALLEN TREES IN THE TRACK ROAD LEADING TO THE
 KW2807'STATION.
 KW2807'
 KW2807'NEW TO REACH AS FOLLOWS- FROM THE MAIN INTERSECTION IN NEW BUFFALO
 KW2807'ABOUT 0.1 MILE WEST OF US HIGHWAYS 11 AND 15, GO SOUTH FOR 0.1
 KW2807'MILE TO SIDE ROAD RIGHT, WEST, (JUST NORTH OF A CONCRETE BRIDGE ON
 KW2807'THE OLD HIGHWAY), TURN RIGHT AND GO NORTHWESTERLY ON SURFACED ROAD
 KW2807'FOR 0.45 MILE TO Y-FORK, KEEP RIGHT FORK, AHEAD FOR 0.5 MILE TO
 KW2807'Y-FORK, KEEP RIGHT FORK, (SURFACED ROAD) FOR 0.95 MILE TO A T-ROAD,
 KW2807'TURN LEFT AND GO WEST FOR 0.5 MILE TO A ROAD FORK AND END OF SURFACED
 KW2807'ROAD, KEEP RIGHT FORK FOR 0.15 MILE TO A ROAD FORK, KEEP RIGHT FORK
 KW2807'AND GO NORTH-NORTHWEST FOR 0.55 MILE TO TOP OF GRADE AND A SIDE
 KW2807'ROAD TO THE LEFT, W AND A LOCKED CABLE ACROSS THE ROAD, AND THE
 KW2807'STATION IS ABOUT 0.45 MILE TO THE WEST-NORTHWEST ON THE HIGHEST
 KW2807'POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2693 ***********************************************************************
 LY2693  DESIGNATION -  HALFMOON
 LY2693  PID         -  LY2693
 LY2693  STATE/COUNTY-  PA/MONROE
 LY2693  USGS QUAD   -  POCONO PINES (1997)
 LY2693
 LY2693                         *CURRENT SURVEY CONTROL
 LY2693  ___________________________________________________________________
 LY2693* NAD 83(1992)-  41 04 40.01233(N)    075 27 50.16229(W)     ADJUSTED  
 LY2693* NAVD 88     -       610.2    (meters)    2002.     (feet)  VERTCON   
 LY2693  ___________________________________________________________________
 LY2693  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 LY2693  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 LY2693
 LY2693  HORZ ORDER  -  SECOND
 LY2693
 LY2693.The horizontal coordinates were established by classical geodetic methods
 LY2693.and adjusted by the National Geodetic Survey in June 2002..
 LY2693
 LY2693.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2693
 LY2693.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2693
 LY2693.The geoid height was determined by GEOID03.
 LY2693
 LY2693;                    North         East     Units Scale Factor Converg.
 LY2693;SPC PA N     -   103,717.729   792,085.061   MT  0.99997431   +1 30 44.4
 LY2693;SPC PA N     -   340,280.58  2,598,699.07   sFT  0.99997431   +1 30 44.4
 LY2693;UTM  18      - 4,547,495.248   461,028.288   MT  0.99961869   -0 18 17.4
 LY2693
 LY2693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2693!SPC PA N     -   0.99990939  x   0.99997431  =   0.99988371
 LY2693!UTM  18      -   0.99990939  x   0.99961869  =   0.99952812
 LY2693
 LY2693:                Primary Azimuth Mark                     Grid Az
 LY2693:SPC PA N     -  YOUNG                                    099 29 03.8
 LY2693:UTM  18      -  YOUNG                                    101 18 05.6
 LY2693
 LY2693|---------------------------------------------------------------------|
 LY2693| PID    Reference Object                     Distance      Geod. Az  |
 LY2693|                                                           dddmmss.s |
 LY2693| LY1307 YOUNG                               APPROX. 3.8 KM 1005948.2 |
 LY2693| CB3500 HALFMOON RM 2                        18.910 METERS 24857     |
 LY2693| CB3499 HALFMOON RM 1                        19.742 METERS 33833     |
 LY2693|---------------------------------------------------------------------|
 LY2693
 LY2693                          SUPERSEDED SURVEY CONTROL
 LY2693
 LY2693  NAD 83(1996)-  41 04 40.01234(N)    075 27 50.16471(W) AD(       ) 2
 LY2693  NAD 83(1986)-  41 04 40.01256(N)    075 27 50.16414(W) AD(       ) 2
 LY2693  NAD 27      -  41 04 39.69780(N)    075 27 51.48730(W) AD(       ) 2
 LY2693  NGVD 29 (07/19/86)  610.4    (m)         2003.     (f) VERT ANG       
 LY2693
 LY2693.Superseded values are not recommended for survey control.
 LY2693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2693.See file dsdata.txt to determine how the superseded data were derived.
 LY2693
 LY2693_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL6102847495(NAD 83)
 LY2693_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2693_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 LY2693_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 LY2693_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY2693+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2002
 LY2693
 LY2693  HISTORY     - Date     Condition        Report By
 LY2693  HISTORY     - 1958     MONUMENTED       CGS
 LY2693  HISTORY     - 20020718 GOOD             PADT
 LY2693  HISTORY     - 20030707 GOOD             PADT
 LY2693
 LY2693                          STATION DESCRIPTION
 LY2693
 LY2693'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JMP)
 LY2693'THE STATION IS LOCATED ON THE HIGHEST POINT OF A TIMBERED KNOLL ABOUT
 LY2693'2.5 MILES SOUTH-SOUTHEAST OF POCONO LAKE, 7 MILES EAST OF BLAKESLEE
 LY2693'CORNERS, 0.5 MILE SOUTH-SOUTHWEST OF HALFMOON LAKE.  IT IS ON LAND
 LY2693'OWNED BY MRS. ELLA M. DYSON WHO LIVES ABOUT 1.5 MILES SOUTHWEST
 LY2693'OF THE STATION.
 LY2693'
 LY2693'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAYS 940 AND 115 IN
 LY2693'BLAKESLEE CORNERS BY GOING SOUTHEAST ON HIGHWAY 115 FOR 3.15 MILES
 LY2693'TO A Y-FORK AND STATE HIGHWAY 903 TO THE RIGHT, CONTINUE SOUTHEAST ON
 LY2693'HIGHWAY 115 FOR 1.25 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST
 LY2693'AS PER SIGN LONG POND, ON STATE ROUTE 45040, FOR 2.45 MILES TO THE
 LY2693'LONG POND COMMUNITY CENTER ON THE LEFT (OLD LONG POND SCHOOL),
 LY2693'CONTINUE EAST FOR 0.05 MILE TO THE HOME OF MRS. ELLA DYSON ON THE
 LY2693'LEFT HAND SIDE OF THE ROAD, TURN LEFT INTO THE DYSON DRIVEWAY, PASS
 LY2693'TO THE LEFT OF THE HOUSE AND BARN, THEN TURN RIGHT AND GO EAST AND
 LY2693'NORTH, ALONG THE EDGE OF A FIELD, FOR 0.15 MILE TO A BREAK IN THE
 LY2693'HEDGEROW BETWEEN FIELDS, TURN RIGHT, PASSING THROUGH THE GAP, THEN
 LY2693'LEFT ALONG THE WEST EDGE, FINALLY RIGHT ALONG THE NORTH EDGE OF A
 LY2693'FIELD FOR 0.2 MILE TO WHERE THE FIELD ROAD ENTERS THE WOODS,
 LY2693'FOLLOW THE WOOD ROAD FOR 0.3 MILE TO A Y-FORK, KEEP RIGHT HAND FORK
 LY2693'AND GO 0.4 MILE TO A FORD, CROSS CREEK AND CONTINUE ON WOOD ROAD
 LY2693'FOR 0.05 MILE TO A DIM FORK, KEEP THE RIGHT HAND FORK AND FOLLOW A
 LY2693'DIM ROAD NORTH-NORTHEAST FOR 0.1 MILE TO A REVERSE FORK, CONTINUE
 LY2693'STRAIGHT AHEAD EAST-NORTHEAST FOR 0.6 MILE TO A FORK AND A
 LY2693'TURN-AROUND, KEEP RIGHT HAND FORK AND PROCEED ALONG A DIM TRAIL FOR
 LY2693'0.3 MILE TO A TRIANGULAR BLAZED 10-INCH HEMLOCK TREE, TURN
 LY2693'LEFT AND GO NORTH TO HIGHEST POINT OF KNOLL AND STATION.
 LY2693'
 LY2693'STATION IS A STANDARD DISK, STAMPED HALFMOON 1958, IN THE TOP OF A
 LY2693'4-INCH TILE PIPE PROJECTING 3 INCHES ABOVE THE SURFACE OF THE
 LY2693'GROUND.
 LY2693'
 LY2693'RM 1 IS A STANDARD DISK, STAMPED HALFMOON NO 1 1958, IN THE TOP OF A
 LY2693'4-INCH TILE PIPE PROJECTING 5 INCHES ABOVE THE GROUND AND ABOUT
 LY2693'3 FEET LOWER THAN STATION.
 LY2693'
 LY2693'RM 2 IS A STANDARD DISK, STAMPED HALFMOON NO 2 1958, IN THE TOP OF A
 LY2693'4-INCH TILE PIPE PROJECTING 8 INCHES ABOVE THE GROUND AND ABOUT
 LY2693'2 FEET LOWER THAN STATION.
 LY2693
 LY2693                          STATION RECOVERY (2002)
 LY2693
 LY2693'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (SQ)
 LY2693'RECOVERED IN GOOD CONDITION.
 LY2693
 LY2693                          STATION RECOVERY (2003)
 LY2693
 LY2693'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 LY2693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3140 ***********************************************************************
 KW3140  DESIGNATION -  HALIFAX
 KW3140  PID         -  KW3140
 KW3140  STATE/COUNTY-  PA/DAUPHIN
 KW3140  USGS QUAD   -  HALIFAX (1977)
 KW3140
 KW3140                         *CURRENT SURVEY CONTROL
 KW3140  ___________________________________________________________________
 KW3140* NAD 83(1992)-  40 27 55.55229(N)    076 55 33.97450(W)     ADJUSTED  
 KW3140* NAVD 88     -       174.7    (meters)     573.     (feet)  VERTCON   
 KW3140  ___________________________________________________________________
 KW3140  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 KW3140  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KW3140
 KW3140  HORZ ORDER  -  SECOND
 KW3140
 KW3140.The horizontal coordinates were established by classical geodetic methods
 KW3140.and adjusted by the National Geodetic Survey in June 2002..
 KW3140
 KW3140.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW3140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW3140
 KW3140.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3140
 KW3140.The geoid height was determined by GEOID03.
 KW3140
 KW3140;                    North         East     Units Scale Factor Converg.
 KW3140;SPC PA S     -   126,028.533   669,871.814   MT  0.99995953   +0 32 04.3
 KW3140;SPC PA S     -   413,478.61  2,197,737.78   sFT  0.99995953   +0 32 04.3
 KW3140;UTM  18      - 4,481,199.276   336,705.121   MT  0.99992824   -1 15 01.1
 KW3140
 KW3140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3140!SPC PA S     -   0.99997794  x   0.99995953  =   0.99993747
 KW3140!UTM  18      -   0.99997794  x   0.99992824  =   0.99990618
 KW3140
 KW3140|---------------------------------------------------------------------|
 KW3140| PID    Reference Object                     Distance      Geod. Az  |
 KW3140|                                                           dddmmss.s |
 KW3140| CB3502 HALIFAX RM 2                         10.860 METERS 16837     |
 KW3140| AJ2361 HALIFAX AZ MK                                      2005900.9 |
 KW3140| KW3139 HALIFAX OTTERBIEN EUB CH SPIRE      298.839 METERS 28455     |
 KW3140| KW3137 HALIFAX METHODIST CHURCH SPIRE      APPROX. 0.5 KM 3022651.7 |
 KW3140| CB3501 HALIFAX RM 1                         10.831 METERS 35704     |
 KW3140|---------------------------------------------------------------------|
 KW3140
 KW3140                          SUPERSEDED SURVEY CONTROL
 KW3140
 KW3140  NAD 83(1986)-  40 27 55.54978(N)    076 55 33.97335(W) AD(       ) 2
 KW3140  NAD 27      -  40 27 55.24535(N)    076 55 35.06923(W) AD(       ) 2
 KW3140  NGVD 29 (07/19/86)  174.9    (m)          574.     (f) VERT ANG       
 KW3140
 KW3140.Superseded values are not recommended for survey control.
 KW3140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3140.See file dsdata.txt to determine how the superseded data were derived.
 KW3140
 KW3140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK3670581199(NAD 83)
 KW3140_MARKER: DE = TRAVERSE STATION DISK
 KW3140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3140
 KW3140  HISTORY     - Date     Condition        Report By
 KW3140  HISTORY     - 1966     MONUMENTED       CGS
 KW3140  HISTORY     - 1981     GOOD             NGS
 KW3140  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW3140  HISTORY     - 20050709 MARK NOT FOUND   GEOCAC
 KW3140
 KW3140                          STATION DESCRIPTION
 KW3140
 KW3140'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW3140'THE STATION IS LOCATED IN THE SOUTHEAST PART OF HALIFAX, NEAR THE
 KW3140'HALIFAX RESERVOIR AND ON A LOW HILL.
 KW3140'
 KW3140'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 147 (MARKET
 KW3140'STREET) AND STATE HIGHWAY 225 (SOUTH FOURTH STREET) IN HALIFAX, GO
 KW3140'EAST ON MARKET STREET FOR 0.2 MILE TO A T-INTERSECTION.  TURN RIGHT
 KW3140'AND GO SOUTH ON RIVER VIEW DRIVE FOR 0.1 MILE TO A
 KW3140'T-INTERSECTION.  TURN LEFT AND GO EAST FOR 0.05 MILE TO THE HALIFAX
 KW3140'RESERVOIR AND THE STATION ON THE LEFT, NORTH, SIDE OF THE STREET.
 KW3140'
 KW3140'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAYS 147 AND
 KW3140'225 THAT IS MENTIONED ABOVE, GO SOUTH ON STATE HIGHWAY 147 AND
 KW3140'225 FOR 0.35 MILE TO THE HALIFAX AREA SCHOOL ON THE RIGHT AND THE
 KW3140'MARK ON THE RIGHT, WEST, SIDE OF THE HIGHWAY.
 KW3140'
 KW3140'THE STATION MARK IS 147 FEET NORTH OF THE APPROXIMATE CENTERLINE OF
 KW3140'THE STREET, 44 FEET SOUTH OF THE NORTHWEST CORNER OF THE RESERVOIR
 KW3140'FENCE AND 4 FEET WEST OF THE WEST SIDE OF THE RESERVOIR FENCE.  IT IS
 KW3140'A STANDARD TRAVERSE DISK SET IN THE TOP OF A 12-INCH SQUARE,
 KW3140'CONCRETE POST THAT IS FLUSH WITH THE GROUND AND IT IS STAMPED HALIFAX
 KW3140'1966.
 KW3140'
 KW3140'REFERENCE MARK NO. 1 IS 8 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 KW3140'THE RESERVOIR FENCE AND 1.6 FEET WEST OF THE WEST SIDE OF THE
 KW3140'RESERVOIR FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 KW3140'SQUARE, CONCRETE POST THAT IS FLUSH WITH THE GROUND AND IT IS
 KW3140'STAMPED HALIFAX NO 1 1966.
 KW3140'
 KW3140'REFERENCE MARK NO. 2 IS 32 FEET NORTH OF THE SOUTHWEST CORNER OF THE
 KW3140'RESERVOIR FENCE AND 1.5 FEET WEST OF THE WEST SIDE OF THE RESERVOIR
 KW3140'FENCE.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE,
 KW3140'CONCRETE POST THAT IS FLUSH WITH THE GROUND AND IT IS STAMPED
 KW3140'HALIFAX NO 2 1966.
 KW3140'
 KW3140'THE AZIMUTH MARK IS 26 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 KW3140'STATE HIGHWAY 147 AND 225, 2 FEET EAST OF POWER LINE POLE NUMBER
 KW3140'31941 AND 1.1 FEET EAST OF A METAL WITNESS POST.  IT IS A STANDARD
 KW3140'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT IS FLUSH
 KW3140'WITH THE GROUND AND IT IS STAMPED HALIFAX 1966.
 KW3140'
 KW3140'HEIGHT OF LIGHT ABOVE STATION MARK 2.38 METERS.
 KW3140
 KW3140                          STATION RECOVERY (1981)
 KW3140
 KW3140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RGP)
 KW3140'THE STATION MARK ALONG WITH REFERENCE MARKS ONE AND TWO WERE RECOVERED
 KW3140'AND FOUND IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS FOUND
 KW3140'IN THE AREA OF CONSTRUCTION AND MAY HAVE BEEN DISTURBED BY THE
 KW3140'CONSTRUCTION.  A NEW AZIMUTH MARK WAS SET DUE TO THE FACT THAT THAT
 KW3140'THE OLD AZIMUTH MARK WILL SOON BE COMPLETELY DESTROYED.
 KW3140'
 KW3140'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE WITHIN CLOSE
 KW3140'AGREEMENT WITH THE 1966 OBSERVATIONS, HOWEVER THE ANGLE TO THE AZIMUTH
 KW3140'MARK DID NOT AGREE WITH THE 1966 OBSERVATIONS.  A DIFFERENCE OF ABOUT
 KW3140'50 SECONDS WAS NOTED.  A COMPLETE NEW AZIMUTH WAS DETERMINED FOR THE
 KW3140'AZIMUTH MARK NUMBER 2.
 KW3140'
 KW3140'A COMPLETE NEW DESCRIPTION FOLLOWS.
 KW3140'
 KW3140'THE STATION IS LOCATED IN THE SOUTHEAST PART OF HALIFAX AND JUST WEST
 KW3140'OF THE HALIFAX RESERVOIR.  THE PROPERTY IS OWNED BY THE BOROUGH OF
 KW3140'HALIFAX.
 KW3140'
 KW3140'TO REACH THE STATION FROM THE POST OFFICE IN HALIFAX, GO EAST ON
 KW3140'STATE HIGHWAY 225 (ARMSTRONG STREET) FOR 0.25 MILE TO A SIDE ROAD
 KW3140'RIGHT.  TURN RIGHT AND GO SOUTH ON NORTH SIXTH STREET FOR 0.1 MILE TO
 KW3140'A T-INTERSECTION.  TURN LEFT AND GO EAST ON EAST ON MARKET STREET FOR
 KW3140'0.05 MILE TO A CROSSROADS.  TURN RIGHT AND GO SOUTH ON RIVERVIEW
 KW3140'DRIVE FOR 0.15 MILE TO A CROSSROADS.  TURN LEFT AND GO EAST ON WEST
 KW3140'HIGHLAND LANE FOR 0.05 MILE TO THE STATION ON THE LEFT.
 KW3140'
 KW3140'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 KW3140'STAMPED---HALIFAX 1966---SET INTO THE TOP OF A SQUARE CONCRETE
 KW3140'MONUMENT 25 CM (10 INCHES) ON SIDE FLUSH WITH THE GROUND LOCATED 44.8
 KW3140'METERS (147 FEET) N FROM THE CENTER OF WEST HIGHLAND LANE, 13.4
 KW3140'METERS (44 FEET) S FROM THE NORTHWEST CORNER OF THE FENCE FOR THE
 KW3140'RESEVOIR, 20.7 METERS (68 FEET) N FROM THE SOUTHWEST CORNER, AND 1.2
 KW3140'METERS (4 FEET) W FROM THE WEST SIDE OF THE FENCE.
 KW3140'
 KW3140'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 KW3140'NOS) DISK STAMPED---HALIFAX NO 11966---SET INTO THE TOP OF A SQUARE
 KW3140'CONCRETE MONUMENT 25 CM (10 INCHES) ON SIDE FLUSH WITH THE GROUND
 KW3140'LOCATED 2.4 METERS (8 FEET) SW FROM THE NORTHWEST CORNER OF THE
 KW3140'FENCE, 0.49 METER (1.6 FEET) W FROM THE FENCE, AND 0.3 METER (1 FOOT)
 KW3140'HIGHER THAN THE STATION.
 KW3140'
 KW3140'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 KW3140'NOS) DISK STAMPED---HALIFAX NO 2 1966---SET INTO THE TOP OF A
 KW3140'SQUARE CONCRETE MONUMENT 25 CM (10 INCHES) ON SIDE FLUSH WITH THE
 KW3140'GROUND LOCATED 9.8 METERS (32 FEET) N FROM THE SOUTHWEST CORNER OF
 KW3140'THE FENCE, 0.46 METER (1.5 FEET) W FROM THE WEST SIDE OF THE FENCE,
 KW3140'AND 0.3 METER (1 FOOT) HIGHER THAN THE STATION.
 KW3140'
 KW3140'AZIMUTH MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 KW3140'STAMPED---HALIFAX 1966 AZ 2 1981---CEMENTED IN A DRILL HOLE IN THE
 KW3140'SOUTHWEST CORNER OF A CONCRETE SLAB AT THE SOUTHWEST ENTRANCE TO THE
 KW3140'HALIFAX IMMANUAL BIBLE METHODIST CHURCH.  MARK IS LOCATED 32.0 METERS
 KW3140'(105 FEET) N FROM THE CENTER OF STATE HIGHWAY 225, 4.33 METERS (14.2
 KW3140'FEET) SE FROM THE SOUTHWEST CORNER OF THE CHURCH, AND 1.86 METERS
 KW3140'(6.1 FEET) SSW FROM THE CENTER OF CHURCH DOOR.
 KW3140'
 KW3140'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN HALIFAX, GO
 KW3140'EASTERLY ON STATE HIGHWAY 225 FOR 0.8 MILE TO THE CHURCH ON THE LEFT
 KW3140'AND THE MARK AT THE SOUTHWEST ENTRANCE TO THE CHURCH.
 KW3140
 KW3140                          STATION RECOVERY (1989)
 KW3140
 KW3140'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW3140'MARK NOT FOUND.
 KW3140
 KW3140                          STATION RECOVERY (2005)
 KW3140
 KW3140'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW3140'RESERVOIR HAS BEEN ENCLOSED AND A BERM BUILT AROUND THE ENCLOSURE.
 KW3140'MARKS MAY REMAIN BUT BE COVERED BY THE BERM. AZIMUTH MARK SEARCHED FOR
 KW3140'BUT NOT LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3137 ***********************************************************************
 KW3137  DESIGNATION -  HALIFAX METHODIST CHURCH SPIRE
 KW3137  PID         -  KW3137
 KW3137  STATE/COUNTY-  PA/DAUPHIN
 KW3137  USGS QUAD   -  HALIFAX (1977)
 KW3137
 KW3137                         *CURRENT SURVEY CONTROL
 KW3137  ___________________________________________________________________
 KW3137* NAD 83(1992)-  40 28 04.88004(N)    076 55 53.18515(W)     ADJUSTED  
 KW3137* NAVD 88     -                                                        
 KW3137  ___________________________________________________________________
 KW3137  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 KW3137  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KW3137
 KW3137  HORZ ORDER  -  THIRD
 KW3137
 KW3137.The horizontal coordinates were established by classical geodetic methods
 KW3137.and adjusted by the National Geodetic Survey in June 2002..
 KW3137
 KW3137
 KW3137.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3137
 KW3137.The geoid height was determined by GEOID03.
 KW3137
 KW3137;                    North         East     Units Scale Factor Converg.
 KW3137;SPC PA S     -   126,312.020   669,416.607   MT  0.99995955   +0 31 51.9
 KW3137;SPC PA S     -   414,408.69  2,196,244.32   sFT  0.99995955   +0 31 51.9
 KW3137;UTM  18      - 4,481,496.794   336,258.979   MT  0.99993003   -1 15 13.8
 KW3137
 KW3137                          SUPERSEDED SURVEY CONTROL
 KW3137
 KW3137  NAD 83(1986)-  40 28 04.87765(N)    076 55 53.18412(W) AD(       ) 4
 KW3137  NAD 27      -  40 28 04.57407(N)    076 55 54.28010(W) AD(       ) 3
 KW3137
 KW3137.Superseded values are not recommended for survey control.
 KW3137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3137.See file dsdata.txt to determine how the superseded data were derived.
 KW3137
 KW3137_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK3625981497(NAD 83)
 KW3137_MARKER: 90 = CHURCH SPIRE
 KW3137_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW3137+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2005
 KW3137
 KW3137  HISTORY     - Date     Condition        Report By
 KW3137  HISTORY     - 1966     FIRST OBSERVED   CGS
 KW3137  HISTORY     - 1981     GOOD             NGS
 KW3137  HISTORY     - 1989     GOOD             USPSQD
 KW3137  HISTORY     - 20050709 GOOD             GEOCAC
 KW3137
 KW3137                          STATION DESCRIPTION
 KW3137
 KW3137'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW3137'STATION IS THE TOP CENTER OF THE SPIRE ON THE CHURCH WHICH IS LOCATED
 KW3137'IN HALIFAX, AIRLINE ABOUT 15 MILES NORTH OF HARRISBURG ON
 KW3137'STATE HIGHWAY 147.  THE SPIRE IS ABOUT 50 FEET IN HEIGHT.
 KW3137
 KW3137                          STATION RECOVERY (1981)
 KW3137
 KW3137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RGP)
 KW3137'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KW3137
 KW3137                          STATION RECOVERY (1989)
 KW3137
 KW3137'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW3137'RECOVERED IN GOOD CONDITION.
 KW3137
 KW3137                          STATION RECOVERY (2005)
 KW3137
 KW3137'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW3137'STRUCTURE IS NOW THE HALIFAX AREA HISTORICAL SOCIETY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3139 ***********************************************************************
 KW3139  DESIGNATION -  HALIFAX OTTERBIEN EUB CH SPIRE
 KW3139  PID         -  KW3139
 KW3139  STATE/COUNTY-  PA/DAUPHIN
 KW3139  USGS QUAD   -  HALIFAX (1977)
 KW3139
 KW3139                         *CURRENT SURVEY CONTROL
 KW3139  ___________________________________________________________________
 KW3139* NAD 83(1992)-  40 27 58.04693(N)    076 55 46.23173(W)     ADJUSTED  
 KW3139* NAVD 88     -                                                        
 KW3139  ___________________________________________________________________
 KW3139  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 KW3139  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KW3139
 KW3139  HORZ ORDER  -  THIRD
 KW3139
 KW3139.The horizontal coordinates were established by classical geodetic methods
 KW3139.and adjusted by the National Geodetic Survey in June 2002..
 KW3139
 KW3139
 KW3139.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3139
 KW3139.The geoid height was determined by GEOID03.
 KW3139
 KW3139;                    North         East     Units Scale Factor Converg.
 KW3139;SPC PA S     -   126,102.787   669,582.359   MT  0.99995954   +0 31 56.4
 KW3139;SPC PA S     -   413,722.23  2,196,788.12   sFT  0.99995954   +0 31 56.4
 KW3139;UTM  18      - 4,481,282.506   336,418.128   MT  0.99992939   -1 15 09.1
 KW3139
 KW3139                          SUPERSEDED SURVEY CONTROL
 KW3139
 KW3139  NAD 83(1986)-  40 27 58.04445(N)    076 55 46.23063(W) AD(       ) 4
 KW3139  NAD 27      -  40 27 57.74032(N)    076 55 47.32654(W) AD(       ) 3
 KW3139
 KW3139.Superseded values are not recommended for survey control.
 KW3139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3139.See file dsdata.txt to determine how the superseded data were derived.
 KW3139
 KW3139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK3641881283(NAD 83)
 KW3139_MARKER: 90 = CHURCH SPIRE
 KW3139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW3139+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2005
 KW3139
 KW3139  HISTORY     - Date     Condition        Report By
 KW3139  HISTORY     - 1966     FIRST OBSERVED   CGS
 KW3139  HISTORY     - 1989     GOOD             USPSQD
 KW3139  HISTORY     - 20050709 GOOD             GEOCAC
 KW3139
 KW3139                          STATION DESCRIPTION
 KW3139
 KW3139'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW3139'STATION IS THE CROSS CENTERED ON THE SPIRE OF THE CHURCH WHICH IS
 KW3139'LOCATED IN HALIFAX, AIRLINE ABOUT 15 MILES NORTH OF HARRISBURG ON
 KW3139'STATE HIGHWAY 147.  THE SPIRE IS ABOUT 50 FEET IN HEIGHT.
 KW3139
 KW3139                          STATION RECOVERY (1989)
 KW3139
 KW3139'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW3139'RECOVERED IN GOOD CONDITION.
 KW3139
 KW3139                          STATION RECOVERY (2005)
 KW3139
 KW3139'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW3139'STRUCTURE IS NOW THE NORTHERN DAUPHIN COUNTY BRANCH YMCA DAY CARE
 KW3139'CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1370 ***********************************************************************
 JW1370  DESIGNATION -  HALL
 JW1370  PID         -  JW1370
 JW1370  STATE/COUNTY-  PA/FAYETTE
 JW1370  USGS QUAD   -  CARMICHAELS (1988)
 JW1370
 JW1370                         *CURRENT SURVEY CONTROL
 JW1370  ___________________________________________________________________
 JW1370* NAD 83(1992)-  39 55 42.87292(N)    079 53 47.20845(W)     ADJUSTED  
 JW1370* NAVD 88     -       397.8    (meters)    1305.     (feet)  VERTCON   
 JW1370  ___________________________________________________________________
 JW1370  X           -     859,259.514 (meters)                     COMP
 JW1370  Y           -  -4,822,123.260 (meters)                     COMP
 JW1370  Z           -   4,072,141.440 (meters)                     COMP
 JW1370  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 JW1370  ELLIP HEIGHT-         364.84  (meters)          (06/21/02) GPS OBS
 JW1370  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JW1370
 JW1370  HORZ ORDER  -  FIRST
 JW1370  ELLP ORDER  -  FOURTH    CLASS I
 JW1370
 JW1370.The horizontal coordinates were established by classical geodetic methods
 JW1370.and adjusted by the National Geodetic Survey in June 2002..
 JW1370
 JW1370.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1370
 JW1370.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JW1370
 JW1370.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1370
 JW1370.The ellipsoidal height was determined by GPS observations
 JW1370.and is referenced to NAD 83.
 JW1370
 JW1370.The geoid height was determined by GEOID03.
 JW1370
 JW1370;                    North         East     Units Scale Factor Converg.
 JW1370;SPC PA S     -    68,322.366   416,533.729   MT  1.00000075   -1 23 33.4
 JW1370;SPC PA S     -   224,154.30  1,366,577.74   sFT  1.00000075   -1 23 33.4
 JW1370;UTM  17      - 4,420,412.782   594,298.082   MT  0.99970947   +0 42 30.1
 JW1370
 JW1370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1370!SPC PA S     -   0.99994277  x   1.00000075  =   0.99994352
 JW1370!UTM  17      -   0.99994277  x   0.99970947  =   0.99965225
 JW1370
 JW1370|---------------------------------------------------------------------|
 JW1370| PID    Reference Object                     Distance      Geod. Az  |
 JW1370|                                                           dddmmss.s |
 JW1370| CX4644 HALL RM 1                            21.700 METERS 12113     |
 JW1370| CX4643 HALL AZ MK                                         1421751.2 |
 JW1370| KY3113 JEFFERSON SW PWA TANK               APPROX.14.5 KM 3073925.6 |
 JW1370| CX4645 HALL RM 2                            19.575 METERS 33701     |
 JW1370|---------------------------------------------------------------------|
 JW1370
 JW1370                          SUPERSEDED SURVEY CONTROL
 JW1370
 JW1370  NAD 83(1995)-  39 55 42.87310(N)    079 53 47.20869(W) AD(       ) 1
 JW1370  NAD 83(1986)-  39 55 42.88018(N)    079 53 47.21595(W) AD(       ) 1
 JW1370  NAD 27      -  39 55 42.61814(N)    079 53 48.02625(W) AD(       ) 1
 JW1370  NGVD 29 (02/08/94)  397.9    (m)         1305.     (f) GPS OBS        
 JW1370
 JW1370.Superseded values are not recommended for survey control.
 JW1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1370.See file dsdata.txt to determine how the superseded data were derived.
 JW1370
 JW1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE9429820413(NAD 83)
 JW1370_MARKER: DD = SURVEY DISK
 JW1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1370_SP_SET: CONCRETE POST
 JW1370_MARK LOGO: USE   
 JW1370_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 JW1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1370+STABILITY: SURFACE MOTION
 JW1370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1370+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1989
 JW1370
 JW1370  HISTORY     - Date     Condition        Report By
 JW1370  HISTORY     - 1969     MONUMENTED       USE
 JW1370  HISTORY     - 1969     GOOD             TPC
 JW1370  HISTORY     - 19890125 SEE DESCRIPTION  HARTMN
 JW1370
 JW1370                          STATION DESCRIPTION
 JW1370
 JW1370'DESCRIBED BY US ENGINEERS 1969 (WOK)
 JW1370'STATION IS LOCATED ON A LOW GRASS COVERED KNOLL WHICH IS
 JW1370'SURROUNDED BY TIMBER, ABOUT 3 MILES SOUTH OF REPUBLIC, 0.7 MILE WEST
 JW1370'OF STATE HIGHWAY 166 AND ON LAND WHICH IS OWNED BY LAURA HALL.
 JW1370'
 JW1370'STATION IS REACHED FROM THE POST OFFICE IN REPUBLIC, PENN.  GO
 JW1370'SOUTH ON VANKIRK STREET FOR 0.1 MILE.  TURN LEFT AND GO EAST ON PARK
 JW1370'STREET FOR 0.2 MILE TO THE JUNCTION WITH STATE HIGHWAY 166.  TURN
 JW1370'RIGHT AND GO SOUTH ON STATE HIGHWAY 166 FOR 0.65 MILE TO A
 JW1370'CROSSROAD.  CONTINUE SOUTH ON HIGHWAY 166 FOR 2.1 MILES TO A
 JW1370'SURFACED SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON THE SURFACED
 JW1370'ROAD FOR 0.05 MILE TO A ROAD FORK.  KEEP RIGHT AND CONTINUE WEST ON
 JW1370'THE SURFACED ROAD FOR 0.55 MILE TO A CONCRETE BLOCK HOUSE TRIMMED
 JW1370'IN RED AND A WOODS ROAD ENTRANCE ON THE LEFT.  TURN LEFT AND GO
 JW1370'SOUTHERLY, KEEPING TO THE WEST SIDE OF THE HOUSE ON THE
 JW1370'WOODS ROAD, UPHILL FOR 0.15 MILE.  BEAR RIGHT AND GO NORTHWESTERLY
 JW1370'ACROSS THE GRASS COVERED KNOLL FOR ABOUT 0.05 MILE TO THE
 JW1370'STATION.
 JW1370'
 JW1370'THE AZIMUTH MARK IS REACHED FROM THE JUNCTION OF STATE HIGHWAY 166
 JW1370'AND THE SURFACED ROAD RIGHT WHICH IS MENTIONED ABOVE.  GO SOUTH
 JW1370'ON HIGHWAY 166 FOR 4 MILES TO THE JUNCTION OF STATE HIGHWAY 21.
 JW1370'TURN LEFT AND GO NORTHWEST ON HIGHWAY 21 FOR 1.5 MILES TO A
 JW1370'CROSSROAD IN MCCLELLANDTOWN.  TURN LEFT AND GO NORTH ON A SURFACED
 JW1370'ROAD FOR 1.1 MILES TO THE HOME OF DAVID MCGILL AND AZIMUTH
 JW1370'MARK ON THE LEFT AS DESCRIBED.
 JW1370'
 JW1370'THE STATION MARK IS A U.S. ARMY, CORPS OF ENGINEERS DISK STAMPED
 JW1370'HALL 1969 USATOPOCOM, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 JW1370'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  A SUB-SURFACE MARK
 JW1370'IS A BLOCK OF CONCRETE IS SET 34 INCHES BELOW THE SURFACE OF THE
 JW1370'GROUND AND IS STAMPED THE SAME AS THE SURFACE DISK.  THE STATION IS
 JW1370'113.0 FEET NORTH-NORTHWEST OF AN OLD 8-INCH WELL CASING.
 JW1370'
 JW1370'REFERENCE MARK 1 IS A U.S. ARMY, CORPS OF ENGINEERS DISK STAMPED
 JW1370'HALL NO 1 1969 USATOPOCOM, SET IN THE TOP OF A SQUARE CONCRETE
 JW1370'MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 61.8 FEET NORTH-NORTHEAST
 JW1370'OF THE WELL CASING.
 JW1370'
 JW1370'REFERENCE MARK 2 IS A U.S. ARMY, CORPS OF ENGINEERS DISK STAMPED
 JW1370'HALL NO 2 1969 USATOPOCOM, SET IN THE TOP OF A SQUARE CONCRETE
 JW1370'MONUMENT WHICH PROJECTS 2 INCHES.
 JW1370'
 JW1370'AZIMUTH MARK IS A U.S. ARMY, CORPS OF ENGINEERS DISK STAMPED HALL
 JW1370'1969 USATOPOCOM, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH
 JW1370'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 50.0 FEET
 JW1370'EAST-SOUTHEAST OF A 5-INCH APPLE TREE, 50.0 FEET SOUTH OF A BRICK
 JW1370'BAR B-Q PIT WHICH BELONGS TO MR. MCGILL, 32.5 FEET NORTHWEST OF A
 JW1370'4-INCH LOCUST TREE AND 2.8 FEET EAST-NORTHEAST OF A METAL WITNESS
 JW1370'POST.  THE AZIMUTH MARK IS NEAR THE BACK YARD OF THE MCGILL HOME.
 JW1370'
 JW1370'HEIGHT OF LIGHT ABOVE STATION MARK 18.6 METERS.
 JW1370
 JW1370                          STATION RECOVERY (1969)
 JW1370
 JW1370'RECOVERY NOTE BY US ARMY TOPOGRAPHIC COMMAND (NOW DMA) 1969
 JW1370'RECOVERED IN GOOD CONDITION.
 JW1370
 JW1370                          STATION RECOVERY (1989)
 JW1370
 JW1370'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1370'STATION RECOVERED AS PREVIOUSLY DESCRIBED.
 JW1370'NO SEARCH MADE FOR RM NO. 1 OR AZIMUTH MARK.
 JW1370'RM NO. 2 DESTROYED - FOUND OUT OF GROUND (NOW BEING USED AS BOOKEND).
 JW1370'THE STATION HAS BEEN HIT REPEATEDLY WITH MACHINERY. THE CONCRETE IS
 JW1370'CHIPPED AND THE DISK IS MUTILATED.  LOCATION APPEARS UNCHANGED. STEEL
 JW1370'SPIKE DRIVEN AND CARSONITE WITNESS POST SET ALONGSIDE MONUMENT. AN
 JW1370'ECCENTRIC STATION WAS SET BEFORE THE MAIN STATION WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1604 ***********************************************************************
 JW1604  DESIGNATION -  HALL ECC
 JW1604  PID         -  JW1604
 JW1604  STATE/COUNTY-  PA/FAYETTE
 JW1604  USGS QUAD   -  CARMICHAELS (1988)
 JW1604
 JW1604                         *CURRENT SURVEY CONTROL
 JW1604  ___________________________________________________________________
 JW1604* NAD 83(1992)-  39 55 42.77137(N)    079 53 47.56577(W)     ADJUSTED  
 JW1604* NAVD 88     -       397.6    (meters)    1304.     (feet)  VERTCON   
 JW1604  ___________________________________________________________________
 JW1604  X           -     859,251.483 (meters)                     COMP
 JW1604  Y           -  -4,822,126.554 (meters)                     COMP
 JW1604  Z           -   4,072,138.890 (meters)                     COMP
 JW1604  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 JW1604  ELLIP HEIGHT-         364.61  (meters)          (06/21/02) GPS OBS
 JW1604  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JW1604
 JW1604  HORZ ORDER  -  FIRST
 JW1604  ELLP ORDER  -  FOURTH    CLASS I
 JW1604
 JW1604.The horizontal coordinates were established by GPS observations
 JW1604.and adjusted by the National Geodetic Survey in June 2002..
 JW1604
 JW1604.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1604
 JW1604.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JW1604
 JW1604.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1604
 JW1604.The ellipsoidal height was determined by GPS observations
 JW1604.and is referenced to NAD 83.
 JW1604
 JW1604.The geoid height was determined by GEOID03.
 JW1604
 JW1604;                    North         East     Units Scale Factor Converg.
 JW1604;SPC PA S     -    68,319.441   416,525.171   MT  1.00000075   -1 23 33.6
 JW1604;SPC PA S     -   224,144.70  1,366,549.67   sFT  1.00000075   -1 23 33.6
 JW1604;UTM  17      - 4,420,409.546   594,289.639   MT  0.99970945   +0 42 29.8
 JW1604
 JW1604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1604!SPC PA S     -   0.99994280  x   1.00000075  =   0.99994355
 JW1604!UTM  17      -   0.99994280  x   0.99970945  =   0.99965227
 JW1604
 JW1604                          SUPERSEDED SURVEY CONTROL
 JW1604
 JW1604  NAD 83(1995)-  39 55 42.77148(N)    079 53 47.56624(W) AD(       ) 1
 JW1604  NAD 83(1992)-  39 55 42.77878(N)    079 53 47.57273(W) AD(       ) 1
 JW1604  NGVD 29 (02/08/94)  397.7    (m)         1305.     (f) GPS OBS        
 JW1604
 JW1604.Superseded values are not recommended for survey control.
 JW1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1604.See file dsdata.txt to determine how the superseded data were derived.
 JW1604
 JW1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE9429020410(NAD 83)
 JW1604_MARKER: I = METAL ROD
 JW1604_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JW1604+WITH SETTING: INFORMATION.
 JW1604_SP_SET: METAL ROD DRIVEN INTO GROUND
 JW1604_MARK LOGO: HARTMN
 JW1604_MAGNETIC: I = MARKER IS A STEEL ROD
 JW1604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW1604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1604+SATELLITE: SATELLITE OBSERVATIONS - 1989
 JW1604
 JW1604  HISTORY     - Date     Condition        Report By
 JW1604  HISTORY     - 1989     MONUMENTED       HARTMN
 JW1604
 JW1604                          STATION DESCRIPTION
 JW1604
 JW1604'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1604'THIS STATION WAS SET AS AN ECCENTRIC TO STATION HALL TPC, WHICH WAS
 JW1604'LATER FOUND BY INVERSING. THE STATION IS MARKED BY A REBAR DRIVEN
 JW1604'FLUSH WITH THE GROUND AT THE TOP OF THE HILL. THE STATION IS 9.033 M
 JW1604'(29.636 FT) IN AZIMUTH 250 FROM HALL TPC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1077 ***********************************************************************
 KW1077  DESIGNATION -  HALLAM
 KW1077  PID         -  KW1077
 KW1077  STATE/COUNTY-  PA/YORK
 KW1077  USGS QUAD   -  COLUMBIA WEST (1990)
 KW1077
 KW1077                         *CURRENT SURVEY CONTROL
 KW1077  ___________________________________________________________________
 KW1077* NAD 83(1992)-  40 00 33.11390(N)    076 35 58.78347(W)     ADJUSTED  
 KW1077* NAVD 88     -       138.702  (meters)     455.06   (feet)  ADJUSTED  
 KW1077  ___________________________________________________________________
 KW1077  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 KW1077  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 KW1077  DYNAMIC HT  -         138.631 (meters)     454.83  (feet)  COMP
 KW1077  MODELED GRAV-     980,112.7   (mgal)                       NAVD 88
 KW1077
 KW1077  HORZ ORDER  -  SECOND
 KW1077  VERT ORDER  -  SECOND    CLASS 0
 KW1077
 KW1077.The horizontal coordinates were established by classical geodetic methods
 KW1077.and adjusted by the National Geodetic Survey in June 2002..
 KW1077
 KW1077.The orthometric height was determined by differential leveling
 KW1077.and adjusted by the National Geodetic Survey in June 1991..
 KW1077
 KW1077.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW1077
 KW1077.The geoid height was determined by GEOID03.
 KW1077
 KW1077.The dynamic height is computed by dividing the NAVD 88
 KW1077.geopotential number by the normal gravity value computed on the
 KW1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1077.degrees latitude (g = 980.6199 gals.).
 KW1077
 KW1077.The modeled gravity was interpolated from observed gravity values.
 KW1077
 KW1077;                    North         East     Units Scale Factor Converg.
 KW1077;SPC PA S     -    75,684.113   698,214.753   MT  0.99998900   +0 44 46.8
 KW1077;SPC PA S     -   248,306.96  2,290,726.24   sFT  0.99998900   +0 44 46.8
 KW1077;UTM  18      - 4,430,003.662   363,468.536   MT  0.99982948   -1 01 43.0
 KW1077
 KW1077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW1077!SPC PA S     -   0.99998354  x   0.99998900  =   0.99997254
 KW1077!UTM  18      -   0.99998354  x   0.99982948  =   0.99981302
 KW1077
 KW1077:                Primary Azimuth Mark                     Grid Az
 KW1077:SPC PA S     -  HALLAM AZ MK                             020 52 32.1
 KW1077:UTM  18      -  HALLAM AZ MK                             022 39 01.9
 KW1077
 KW1077|---------------------------------------------------------------------|
 KW1077| PID    Reference Object                     Distance      Geod. Az  |
 KW1077|                                                           dddmmss.s |
 KW1077| CB3503 HALLAM AZ MK                                       0213718.9 |
 KW1077| KW1078 HALLAM RM 1                          17.225 METERS 03404     |
 KW1077| KW3083 WRIGHTSVILLE MUN STANDPIPE          APPROX. 5.5 KM 0731440.6 |
 KW1077| KW1076 HALLAM RM 2                          18.342 METERS 15605     |
 KW1077| JV6087 YORK STANDARD REGISTER TANK         APPROX. 6.0 KM 2410042.3 |
 KW1077| KW3082 HALLAM TV STATION WGAL MAST         APPROX. 3.3 KM 3295044.4 |
 KW1077|---------------------------------------------------------------------|
 KW1077
 KW1077                          SUPERSEDED SURVEY CONTROL
 KW1077
 KW1077  NAD 83(1986)-  40 00 33.10854(N)    076 35 58.78643(W) AD(       ) 2
 KW1077  NAD 27      -  40 00 32.75687(N)    076 35 59.91088(W) AD(       ) 2
 KW1077  NGVD 29 (??/??/??)  138.956  (m)          455.89   (f) ADJUSTED    2 0
 KW1077
 KW1077.Superseded values are not recommended for survey control.
 KW1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1077.See file dsdata.txt to determine how the superseded data were derived.
 KW1077
 KW1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK6346930004(NAD 83)
 KW1077_MARKER: DE = TRAVERSE STATION DISK
 KW1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1077_STAMPING: HALLAM 1966
 KW1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1077+STABILITY: SURFACE MOTION
 KW1077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW1077+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2005
 KW1077
 KW1077  HISTORY     - Date     Condition        Report By
 KW1077  HISTORY     - 1966     MONUMENTED       CGS
 KW1077  HISTORY     - 1966     GOOD             CGS
 KW1077  HISTORY     - 20050110 GOOD             GEOCAC
 KW1077
 KW1077                          STATION DESCRIPTION
 KW1077
 KW1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW1077'THE STATION IS LOCATED APPROXIMATELY 3.5 MILES WEST OF WRIGHTSVILLE
 KW1077'AND ABOUT 0.1 MILE NORTH OF U.S. HIGHWAY 30 IN THE NORTHEAST
 KW1077'PART OF THE BORO OF HALLAM.
 KW1077'
 KW1077'TO REACH THE STATION FROM THE FRIENDSHIP FIRE COMPANY STATION HOUSE
 KW1077'IN THE CENTRAL PART OF HALLAM, GO EAST ON U.S.  HIGHWAY 30 FOR
 KW1077'0.3 MILE TO THE CREST OF A HILL AND A STREET LEFT JUST AFTER PASSING
 KW1077'A SUNOCO SERVICE STATION ON THE RIGHT.  TURN LEFT AND GO 0.05
 KW1077'MILE TO THE FIRST STREET LEFT (TO REACH THE AZIMUTH MARK,
 KW1077'CONTINUE NORTHERLY ON PAVED ROAD FOR 0.25
 KW1077'MILE TO THE MARK ON THE RIGHT, JUST AFTER TURNING
 KW1077'CURVE TO THE RIGHT), TURN LEFT AND GO 0.1 MILE TO A STREET
 KW1077'RIGHT, TURN RIGHT AND GO 0.05 MILE TO THE END OF THE
 KW1077'STREET AND THE STATION.
 KW1077'
 KW1077'THE STATION MARK IS 106 FEET NORTH OF THE NORTHEAST CORNER OF A HOUSE
 KW1077'WITH A SIGN ON THE PORCH, NEITAS BEAUTY SALON, 61 FEET
 KW1077'WEST OF THE NORTHWEST CORNER OF A HOUSE WITH A CARPORT, AND 17.6 FEET
 KW1077'NORTH OF POWER POLE NO. 39230.  IT IS A STANDARD
 KW1077'TRAVERSE STATION DISK SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH
 KW1077'THE GROUND, AND IS STAMPED HALLAM 1966 .
 KW1077'
 KW1077'REFERENCE MARK NO. 1 IS 74 FEET NORTH OF POWER POLE NO. 39230, AND
 KW1077'51.6 FEET WEST OF THE NORTHWEST CORNER OF HOUSE WITH
 KW1077'CARPORT.  IT IS IN A LAWN NEAR THE EDGE OF A CULTIVATED FIELD.  THE
 KW1077'MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 KW1077'MONUMENT ABOUT 1-INCH BELOW GROUND LEVEL AND IS STAMPED HALLAM NO 1
 KW1077'1966.
 KW1077'
 KW1077'REFERENCE MARK NO. 2 IS 55 FEET NORTH OF THE NORTHEAST CORNER OF THE
 KW1077'BRICK HOUSE WITH THE SIGN ON PORCH, NEITAS BEAUTY SALON,
 KW1077'51.5 FEET SOUTHEAST OF POWER POLE NO. 39230, AND 39 FEET SOUTHWEST OF
 KW1077'THE SOUTHWEST CORNER OF HOUSE WITH CARPORT.  IT IS A STANDARD
 KW1077'DISK SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS
 KW1077'STAMPED HALLAM NO 2 1966.
 KW1077'
 KW1077'THE DISTANCE BETWEEN REFERENCE MARKS NO. 1 AND NO. 2 IS 102.2 FEET.
 KW1077'
 KW1077'THE AZIMUTH MARK IS OPPOSITE THE DRIVEWAY TO A HOUSE, 16 FEET SOUTH
 KW1077'OF THE APPROXIMATE CENTER OF A PAVED ROAD, 2.1 FEET
 KW1077'SOUTH OF METAL WITNESS POST AND SIGN, 1.3 FEET SOUTHEAST OF POWER
 KW1077'POLE NO. 3529.  IT IS A STANDARD DISK SET IN A SQUARE CONCRETE
 KW1077'MONUMENT FLUSH WITH THE GROUND, AND IS STAMPED HALLAM 1966.
 KW1077'
 KW1077'HEIGHT OF LIGHT ABOVE STATION MARK 12.07 METERS.
 KW1077
 KW1077                          STATION RECOVERY (1966)
 KW1077
 KW1077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KW1077'AT HALLAM.
 KW1077'AT HALLAM, FROM THE FRIENDSHIP FIRE STATION GO EAST ON U.S.
 KW1077'HIGHWAY 30 0.3 MILE TO THE CREST OF HILL, THENCE, NORTH 0.05
 KW1077'MILE THENCE WEST 0.1 MILE, THENCE, NORTH 0.05 MILE TO THE END
 KW1077'OF STREET, 60.18 FEET NORTHWEST OF RM 2, 56.52 FEET SOUTHWEST OF
 KW1077'RM 1, 106 FEET NORTH OF THE NORTHEAST CORNER OF A BRICK HOUSE,
 KW1077'61 FEET WEST OF THE NORTHWEST CORNER OF A HOUSE WITH CAR PORT,
 KW1077'17.6 FEET NORTH OF A POWER LINE POLE, SET IN THE TOP OF A CONCRETE
 KW1077'POST, FLUSH AND IS ABOUT LEVEL WITH THE END OF STREET.
 KW1077
 KW1077                          STATION RECOVERY (2005)
 KW1077
 KW1077'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW1077'STATION FOUND AS DESCRIBED BUT IS NOW JUST BELOW GROUND. STATION MARK
 KW1077'IS 17.6 NORTH NORTHEAST OF POWER POLE MARKED 32211-24824.
 KW1077'SUNOCO STATION IS NOW SPRINGETTS AUTO SALES. U.S. HIGHWAY 30 IS STATE
 KW1077'RTE 462. TO REACH MARK TURN NORTH ONTO WILSON LANE AND FOLLOW 1966
 KW1077'DIRECTIONS. REFERENCES TO THE BUILDING WITH SIGN NEITAS BEAUTY SALON
 KW1077'ARE VALID BUT SIGN NO LONGER EXISTS.
 KW1077'REFERENCE MARK 2 WAS NOT FOUND.
 KW1077'TO REACH AZIMUTH MARK RETURN TO STATE RTE 462, TURN LEFT (EAST), THEN
 KW1077'LEFT ONTO ACCOMAC RD FOR .32 MILES, THEN LEFT ONTO HORN RD FOR .35
 KW1077'MILES. AZIMUTH MARK IS ACROSS FROM THE DRIVEWAY OF 5341 HORN RD, SOUTH
 KW1077'OF POWER POLE 20120 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1078 ***********************************************************************
 KW1078  DESIGNATION -  HALLAM RM 1
 KW1078  PID         -  KW1078
 KW1078  STATE/COUNTY-  PA/YORK
 KW1078  USGS QUAD   -  COLUMBIA WEST (1990)
 KW1078
 KW1078                         *CURRENT SURVEY CONTROL
 KW1078  ___________________________________________________________________
 KW1078* NAD 83(1986)-  40 00 32.     (N)    076 35 58.     (W)     SCALED    
 KW1078* NAVD 88     -       138.209  (meters)     453.44   (feet)  ADJUSTED  
 KW1078  ___________________________________________________________________
 KW1078  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 KW1078  DYNAMIC HT  -         138.138 (meters)     453.21  (feet)  COMP
 KW1078  MODELED GRAV-     980,112.7   (mgal)                       NAVD 88
 KW1078
 KW1078  VERT ORDER  -  SECOND    CLASS 0
 KW1078
 KW1078.The horizontal coordinates were scaled from a topographic map and have
 KW1078.an estimated accuracy of +/- 6 seconds.
 KW1078
 KW1078.The orthometric height was determined by differential leveling
 KW1078.and adjusted by the National Geodetic Survey in June 1991..
 KW1078
 KW1078.The geoid height was determined by GEOID03.
 KW1078
 KW1078.The dynamic height is computed by dividing the NAVD 88
 KW1078.geopotential number by the normal gravity value computed on the
 KW1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1078.degrees latitude (g = 980.6199 gals.).
 KW1078
 KW1078.The modeled gravity was interpolated from observed gravity values.
 KW1078
 KW1078;                    North         East    Units  Estimated Accuracy
 KW1078;SPC PA S     -    75,650.      698,230.      MT  (+/- 180 meters Scaled)
 KW1078
 KW1078                          SUPERSEDED SURVEY CONTROL
 KW1078
 KW1078  NGVD 29 (??/??/??)  138.463  (m)          454.27   (f) ADJUSTED    2 0
 KW1078
 KW1078.Superseded values are not recommended for survey control.
 KW1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1078.See file dsdata.txt to determine how the superseded data were derived.
 KW1078
 KW1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK634299(NAD 83)
 KW1078_MARKER: DR = REFERENCE MARK DISK
 KW1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1078_STAMPING: HALLAM NO 1 1966
 KW1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1078+STABILITY: SURFACE MOTION
 KW1078
 KW1078  HISTORY     - Date     Condition        Report By
 KW1078  HISTORY     - 1966     MONUMENTED       CGS
 KW1078  HISTORY     - 20050110 GOOD             GEOCAC
 KW1078
 KW1078                          STATION DESCRIPTION
 KW1078
 KW1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1078'AT HALLAM.
 KW1078'AT THE HALLAM STATION SITE-- 56.52 FEET NORTHEAST OF THE STATION,
 KW1078'74 FEET NORTH OF THE POWER LINE POLE, 51.6 FEET WEST OF THE
 KW1078'NORTHWEST CORNER OF HOUSE WITH CARPORT, SET IN THE TOP OF
 KW1078'CONCRETE POST 1-INCH UNDER GROUND AT THE EDGE OF A LAWN NEXT TO
 KW1078'A CULTIVATED FIELD, AND IS ABOUT LEVEL WITH THE STATION.
 KW1078
 KW1078                          STATION RECOVERY (2005)
 KW1078
 KW1078'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW1078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1076 ***********************************************************************
 KW1076  DESIGNATION -  HALLAM RM 2
 KW1076  PID         -  KW1076
 KW1076  STATE/COUNTY-  PA/YORK
 KW1076  USGS QUAD   -  COLUMBIA WEST (1990)
 KW1076
 KW1076                         *CURRENT SURVEY CONTROL
 KW1076  ___________________________________________________________________
 KW1076* NAD 83(1986)-  40 00 32.     (N)    076 35 58.     (W)     SCALED    
 KW1076* NAVD 88     -       139.666  (meters)     458.22   (feet)  ADJUSTED  
 KW1076  ___________________________________________________________________
 KW1076  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 KW1076  DYNAMIC HT  -         139.595 (meters)     457.99  (feet)  COMP
 KW1076  MODELED GRAV-     980,112.7   (mgal)                       NAVD 88
 KW1076
 KW1076  VERT ORDER  -  SECOND    CLASS 0
 KW1076
 KW1076.The horizontal coordinates were scaled from a topographic map and have
 KW1076.an estimated accuracy of +/- 6 seconds.
 KW1076
 KW1076.The orthometric height was determined by differential leveling
 KW1076.and adjusted by the National Geodetic Survey in June 1991..
 KW1076
 KW1076.The geoid height was determined by GEOID03.
 KW1076
 KW1076.The dynamic height is computed by dividing the NAVD 88
 KW1076.geopotential number by the normal gravity value computed on the
 KW1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1076.degrees latitude (g = 980.6199 gals.).
 KW1076
 KW1076.The modeled gravity was interpolated from observed gravity values.
 KW1076
 KW1076;                    North         East    Units  Estimated Accuracy
 KW1076;SPC PA S     -    75,650.      698,230.      MT  (+/- 180 meters Scaled)
 KW1076
 KW1076                          SUPERSEDED SURVEY CONTROL
 KW1076
 KW1076  NGVD 29 (??/??/??)  139.920  (m)          459.05   (f) ADJUSTED    2 0
 KW1076
 KW1076.Superseded values are not recommended for survey control.
 KW1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1076.See file dsdata.txt to determine how the superseded data were derived.
 KW1076
 KW1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK634299(NAD 83)
 KW1076_MARKER: DR = REFERENCE MARK DISK
 KW1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1076_STAMPING: HALLAM NO 2 1966
 KW1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1076+STABILITY: SURFACE MOTION
 KW1076
 KW1076  HISTORY     - Date     Condition        Report By
 KW1076  HISTORY     - 1966     MONUMENTED       CGS
 KW1076  HISTORY     - 20050110 MARK NOT FOUND   GEOCAC
 KW1076
 KW1076                          STATION DESCRIPTION
 KW1076
 KW1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1076'AT HALLAM.
 KW1076'AT THE HALLAM STATION SITE-- 60.18 FEET SOUTHEAST OF THE STATION,
 KW1076'55 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BRICK HOUSE,
 KW1076'51.5 FEET SOUTHEAST OF A POWER LINE POLE, 39 FEET SOUTHWEST OF
 KW1076'THE SOUTHWEST CORNER OF HOUSE WITH CARPORT, SET IN THE TOP OF A
 KW1076'CONCRETE POST, FLUSH AND IS ABOUT LEVEL WITH THE STATION.
 KW1076
 KW1076                          STATION RECOVERY (2005)
 KW1076
 KW1076'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW1076'THE STATION MAY HAVE BEEN DESTROYED WHEN A SEWER LINE WAS INSTALLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3082 ***********************************************************************
 KW3082  DESIGNATION -  HALLAM TV STATION WGAL MAST
 KW3082  PID         -  KW3082
 KW3082  STATE/COUNTY-  PA/YORK
 KW3082  USGS QUAD   -  COLUMBIA WEST (1990)
 KW3082
 KW3082                         *CURRENT SURVEY CONTROL
 KW3082  ___________________________________________________________________
 KW3082* NAD 83(1992)-  40 02 04.67387(N)    076 37 07.98612(W)     ADJUSTED  
 KW3082* NAVD 88     -                                                        
 KW3082  ___________________________________________________________________
 KW3082  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 KW3082  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KW3082
 KW3082  HORZ ORDER  -  THIRD
 KW3082
 KW3082.The horizontal coordinates were established by classical geodetic methods
 KW3082.and adjusted by the National Geodetic Survey in June 2002..
 KW3082
 KW3082
 KW3082.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3082
 KW3082.The geoid height was determined by GEOID03.
 KW3082
 KW3082;                    North         East     Units Scale Factor Converg.
 KW3082;SPC PA S     -    78,486.636   696,537.436   MT  0.99998571   +0 44 01.9
 KW3082;SPC PA S     -   257,501.57  2,285,223.24   sFT  0.99998571   +0 44 01.9
 KW3082;UTM  18      - 4,432,856.356   361,879.086   MT  0.99983485   -1 02 29.4
 KW3082
 KW3082                          SUPERSEDED SURVEY CONTROL
 KW3082
 KW3082  NAD 83(1986)-  40 02 04.66921(N)    076 37 07.99021(W) AD(       ) 4
 KW3082  NAD 27      -  40 02 04.32126(N)    076 37 09.11448(W) AD(       ) 3
 KW3082
 KW3082.Superseded values are not recommended for survey control.
 KW3082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3082.See file dsdata.txt to determine how the superseded data were derived.
 KW3082
 KW3082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK6187932856(NAD 83)
 KW3082_MARKER: 42 = RADIO/TV MAST
 KW3082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW3082+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2004
 KW3082
 KW3082  HISTORY     - Date     Condition        Report By
 KW3082  HISTORY     - 1966     FIRST OBSERVED   CGS
 KW3082  HISTORY     - 20040508 GOOD             GEOCAC
 KW3082
 KW3082                          STATION DESCRIPTION
 KW3082
 KW3082'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW3082'IT IS A 3-LEGGED STEEL STRUCTURE AND IS TOPPED WITH A 73-FOOT
 KW3082'ANTENNA.  THE OVERALL HEIGHT IS 480 FEET.  THE POINT OF
 KW3082'INTERSECTION WAS THE LIGHT AT THE TOP.
 KW3082'
 KW3082'THE MAST IS FOR STATION WGAL BROADCASTING STUDIOS IN LANCASTER, PA.
 KW3082'IT IS APPROXIMATELY 16 MILES WEST OF LANCASTER AND 2.0
 KW3082'MILES NORTHWEST OF HALLAM ON A HIGH RIDGE.
 KW3082'
 KW3082'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND KREUTZ CREEK ROAD,
 KW3082'WHICH IS JUST WEST OF THE TOURIST INN MOTEL AT THE WEST EDGE
 KW3082'OF HALLAM, GO NORTH ON KREUTZ CREEK ROAD FOR 1.1 MILE TO A FORK IN
 KW3082'THE ROAD, KEEP THE LEFT FORK AND GO 1.3 MILE TO A T ROAD AND SIGN,
 KW3082'KONDORAS SAW MILL, HELLAM R.1., TURN RIGHT AND GO 0.65 MILE TO THE
 KW3082'DRIVEWAY ON THE RIGHT LEADING TO THE MAST.
 KW3082
 KW3082                          STATION RECOVERY (2004)
 KW3082
 KW3082'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW3082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1736 ***********************************************************************
 LY1736  DESIGNATION -  HALLSTEAD
 LY1736  PID         -  LY1736
 LY1736  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1736  USGS QUAD   -  GREAT BEND (1992)
 LY1736
 LY1736                         *CURRENT SURVEY CONTROL
 LY1736  ___________________________________________________________________
 LY1736* NAD 83(1986)-  41 57 47.     (N)    075 44 35.     (W)     SCALED    
 LY1736* NAVD 88     -       270.908  (meters)     888.80   (feet)  ADJUSTED  
 LY1736  ___________________________________________________________________
 LY1736  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 LY1736  DYNAMIC HT  -         270.806 (meters)     888.47  (feet)  COMP
 LY1736  MODELED GRAV-     980,241.4   (mgal)                       NAVD 88
 LY1736
 LY1736  VERT ORDER  -  FIRST     CLASS II
 LY1736
 LY1736.The horizontal coordinates were scaled from a topographic map and have
 LY1736.an estimated accuracy of +/- 6 seconds.
 LY1736
 LY1736.The orthometric height was determined by differential leveling
 LY1736.and adjusted by the National Geodetic Survey in June 1991..
 LY1736
 LY1736.The geoid height was determined by GEOID03.
 LY1736
 LY1736.The dynamic height is computed by dividing the NAVD 88
 LY1736.geopotential number by the normal gravity value computed on the
 LY1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1736.degrees latitude (g = 980.6199 gals.).
 LY1736
 LY1736.The modeled gravity was interpolated from observed gravity values.
 LY1736
 LY1736;                    North         East    Units  Estimated Accuracy
 LY1736;SPC PA N     -   201,430.      766,360.      MT  (+/- 180 meters Scaled)
 LY1736
 LY1736                          SUPERSEDED SURVEY CONTROL
 LY1736
 LY1736  NGVD 29 (??/??/92)  271.057  (m)          889.29   (f) ADJ UNCH    1 2
 LY1736
 LY1736.Superseded values are not recommended for survey control.
 LY1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1736.See file dsdata.txt to determine how the superseded data were derived.
 LY1736
 LY1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM384459(NAD 83)
 LY1736_MARKER: DB = BENCH MARK DISK
 LY1736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1736_SP_SET: STONE POST
 LY1736_STAMPING: HALLSTEAD 1934
 LY1736_MARK LOGO: CGS   
 LY1736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1736+STABILITY: SURFACE MOTION
 LY1736
 LY1736  HISTORY     - Date     Condition        Report By
 LY1736  HISTORY     - 1934     MONUMENTED       CGS
 LY1736  HISTORY     - 1961     GOOD             NGS
 LY1736  HISTORY     - 1982     GOOD             NGS
 LY1736
 LY1736                          STATION DESCRIPTION
 LY1736
 LY1736'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LY1736'AT HALLSTEAD.
 LY1736'AT HALLSTEAD, SUSQUEHANNA COUNTY, 40 FEET EAST OF THE INTERSECTION
 LY1736'OF WILLIAM STREET AND SUSQUEHANNA AVENUE, IN THE BOROUGH PARK,
 LY1736'AND 8 FEET EAST OF A CAST-IRON FLOWER URN.  A STANDARD DISK,
 LY1736'STAMPED HALLSTEAD 1934 AND SET IN THE TOP OF A STONE POST.
 LY1736
 LY1736                          STATION RECOVERY (1961)
 LY1736
 LY1736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LY1736'RECOVERED IN GOOD CONDITION.
 LY1736
 LY1736                          STATION RECOVERY (1982)
 LY1736
 LY1736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LY1736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0199 ***********************************************************************
 KW0199  DESIGNATION -  HAMBURG
 KW0199  PID         -  KW0199
 KW0199  STATE/COUNTY-  PA/BERKS
 KW0199  USGS QUAD   -  AUBURN (1983)
 KW0199
 KW0199                         *CURRENT SURVEY CONTROL
 KW0199  ___________________________________________________________________
 KW0199* NAD 83(1992)-  40 33 21.57501(N)    076 00 06.06210(W)     ADJUSTED  
 KW0199* NAVD 88     -       142.811  (meters)     468.54   (feet)  ADJUSTED  
 KW0199  ___________________________________________________________________
 KW0199  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 KW0199  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 KW0199  DYNAMIC HT  -         142.739 (meters)     468.30  (feet)  COMP
 KW0199  MODELED GRAV-     980,120.3   (mgal)                       NAVD 88
 KW0199
 KW0199  HORZ ORDER  -  SECOND
 KW0199  VERT ORDER  -  SECOND    CLASS 0
 KW0199
 KW0199.The horizontal coordinates were established by classical geodetic methods
 KW0199.and adjusted by the National Geodetic Survey in June 2002..
 KW0199
 KW0199.The orthometric height was determined by differential leveling
 KW0199.and adjusted by the National Geodetic Survey in June 1991..
 KW0199
 KW0199.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW0199
 KW0199.The geoid height was determined by GEOID03.
 KW0199
 KW0199.The dynamic height is computed by dividing the NAVD 88
 KW0199.geopotential number by the normal gravity value computed on the
 KW0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0199.degrees latitude (g = 980.6199 gals.).
 KW0199
 KW0199.The modeled gravity was interpolated from observed gravity values.
 KW0199
 KW0199;                    North         East     Units Scale Factor Converg.
 KW0199;SPC PA S     -   137,224.247   748,062.136   MT  0.99996118   +1 08 03.5
 KW0199;SPC PA S     -   450,209.88  2,454,267.19   sFT  0.99996118   +1 08 03.5
 KW0199;UTM  18      - 4,489,952.011   415,193.391   MT  0.99968853   -0 39 04.8
 KW0199
 KW0199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW0199!SPC PA S     -   0.99998302  x   0.99996118  =   0.99994420
 KW0199!UTM  18      -   0.99998302  x   0.99968853  =   0.99967156
 KW0199
 KW0199:                Primary Azimuth Mark                     Grid Az
 KW0199:SPC PA S     -  HAMBURG ST SCH AND COLLEGE TK            054 43 48.9
 KW0199:UTM  18      -  HAMBURG ST SCH AND COLLEGE TK            056 30 57.2
 KW0199
 KW0199|---------------------------------------------------------------------|
 KW0199| PID    Reference Object                     Distance      Geod. Az  |
 KW0199|                                                           dddmmss.s |
 KW0199| KV3861 HAMBURG ST SCH AND COLLEGE TK       APPROX. 2.8 KM 0555152.4 |
 KW0199| KW0200 HAMBURG RM 1                         26.624 METERS 06115     |
 KW0199| KW0201 HAMBURG AZ MK                                      0743010.0 |
 KW0199| KW2981 ST MICHELS UNION CHURCH SPIRE       APPROX. 6.0 KM 2232815.9 |
 KW0199| KW0198 HAMBURG RM 2                         31.453 METERS 27632     |
 KW0199|---------------------------------------------------------------------|
 KW0199
 KW0199                          SUPERSEDED SURVEY CONTROL
 KW0199
 KW0199  NAD 83(1986)-  40 33 21.56753(N)    076 00 06.06568(W) AD(       ) 2
 KW0199  NAD 27      -  40 33 21.22980(N)    076 00 07.29720(W) AD(       ) 2
 KW0199  NGVD 29 (??/??/??)  143.028  (m)          469.25   (f) ADJUSTED    2 0
 KW0199
 KW0199.Superseded values are not recommended for survey control.
 KW0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0199.See file dsdata.txt to determine how the superseded data were derived.
 KW0199
 KW0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK1519389952(NAD 83)
 KW0199_MARKER: DS = TRIANGULATION STATION DISK
 KW0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0199_STAMPING: HAMBURG 1960
 KW0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0199+STABILITY: SURFACE MOTION
 KW0199
 KW0199  HISTORY     - Date     Condition        Report By
 KW0199  HISTORY     - 1960     MONUMENTED       CGS
 KW0199  HISTORY     - 1960     GOOD             CGS
 KW0199  HISTORY     - 1974     GOOD             NGS
 KW0199  HISTORY     - 1975     GOOD             PADT
 KW0199  HISTORY     - 1975     MARK NOT FOUND   PADT
 KW0199  HISTORY     - 1978     GOOD             NGS
 KW0199  HISTORY     - 20021107 MARK NOT FOUND   PADT
 KW0199
 KW0199                          STATION DESCRIPTION
 KW0199
 KW0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW0199'THE STATION IS LOCATED 0.5 MILE NORTHWEST OF WEST HAMBURG, 1.0 MILE
 KW0199'WEST OF HAMBURG, 0.2 MILE WEST OF THE TRAFFIC INTERCHANGE OF
 KW0199'U.S. HIGHWAY 22 AND 122 ABOUT 1.0 MILE WEST OF HAMBURG AND ON
 KW0199'PROPERTY OWNED BY MR. AMMON STEIN AND MR.  NEECE.
 KW0199'
 KW0199'TO REACH THE STATION FROM THE TRAFFIC INTERCHANGE OF U.S. HIGHWAY 22
 KW0199'AND 122, 1.0 MILE WEST OF HAMBURG, GO WEST ON U.S. HIGHWAY 22
 KW0199'FOR 0.2 MILE TO A BANK ON THE RIGHT ABOUT 20 FEET HIGHER THAN THE
 KW0199'HIGHWAY AND STATION AS DESCRIBED.
 KW0199'
 KW0199'THE STATION MARK, A STANDARD DISK STAMPED HAMBURG 1960, CEMENTED IN
 KW0199'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH ABOVE THE
 KW0199'GROUND SURFACE.  IT IS 108.0 (SLOPE) FEET NORTH OF THE CENTER LINE OF
 KW0199'THE WEST LANE OF U.S. HIGHWAY 22, 19.0 FEET EAST OF A 12-INCH
 KW0199'CHERRY TREE AND 6.6 FEET NORTH-NORTHEAST OF A STANDARD METAL WITNESS
 KW0199'POST AND MARKER.
 KW0199'
 KW0199'REFERENCE MARK 1, A STANDARD DISK STAMPED HAMBURG NO 1 1960, CEMENTED
 KW0199'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH
 KW0199'ABOVE THE GROUND SURFACE.  IT IS 111.0 (SLOPE) FEET NORTH OF THE
 KW0199'CENTER LINE OF THE WEST LANE OF U.S.  HIGHWAY 22, 105.0 FEET EAST
 KW0199'OF THE 12-INCH CHERRY TREE, 91.0 FEET EAST-NORTHEAST OF THE WITNESS
 KW0199'POST AND IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 KW0199'
 KW0199'REFERENCE MARK 2, A STANDARD DISK STAMPED HAMBURG NO 2 1960, CEMENTED
 KW0199'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH
 KW0199'ABOVE THE GROUND SURFACE.  IT IS 166.0 (SLOPE) FEET NORTH OF THE
 KW0199'CENTER LINE OF THE WEST LANE OF U.S.  HIGHWAY 22, 103.8 FEET WEST
 KW0199'OF THE WITNESS POST, 85.6 FEET WEST OF THE 12-INCH CHERRY TREE AND IS
 KW0199'ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE STATION MARK.
 KW0199'
 KW0199'AZIMUTH MARK, A STANDARD DISK STAMPED HAMBURG 1960, CEMENTED IN A
 KW0199'DRILL HOLE IN THE SOUTHWEST END OF THE WEST BANISTER OF
 KW0199'THE OVERPASS OF U.S. HIGHWAY 22 AND 122 OVER U.S. HIGHWAY 22.  IT IS
 KW0199'22.0 FEET WEST-SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY
 KW0199'122, 1.6 FEET NORTH-NORTHWEST OF THE SOUTH END OF THE WEST BANISTER
 KW0199'AND 1.5 FEET SOUTH- SOUTHEAST OF AN INCH CREVICE IN THE
 KW0199'BANISTER.
 KW0199'
 KW0199'HEIGHT OF LIGHT ABOVE STATION MARK 22.10 METERS.
 KW0199
 KW0199                          STATION RECOVERY (1960)
 KW0199
 KW0199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KW0199'AT HAMBURG.
 KW0199'AT HAMBURG, ABOUT 0.1 MILE WEST OF THE CENTER OF THE TRAFFIC
 KW0199'INTERCHANGE FORMED BY U.S. HIGHWAY 122 AND U.S. HIGHWAY 22, ON
 KW0199'THE TOP OF A 25-FOOT HIGH CUT BANK ON THE NORTH SIDE OF U.S.
 KW0199'HIGHWAY 22, 108 FEET NORTH OF THE CENTER LINE OF THE WEST BOUND
 KW0199'LANE OF U.S. HIGHWAY 22, 19 FEET EAST OF A LONE 12-INCH CHERRY
 KW0199'TREE, 6.6 FEET NORTHEAST OF A METAL WITNESS POST, SET IN THE TOP
 KW0199'OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND LEVEL AND
 KW0199'ABOUT 25 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 KW0199
 KW0199                          STATION RECOVERY (1974)
 KW0199
 KW0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KW0199'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 KW0199'AS DESCRIBED.
 KW0199'
 KW0199'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1/2 MILE WEST OF
 KW0199'HAMBURG.
 KW0199
 KW0199                          STATION RECOVERY (1975)
 KW0199
 KW0199'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 KW0199'HAMBURG 1960 RECOVERED GOOD.
 KW0199'
 KW0199'HAMBURG 1960 (AZIM) RECOVERED GOOD.
 KW0199'
 KW0199'HAMBURG NO. 1 AND NO. 2 RECOVERED GOOD.
 KW0199'
 KW0199'FOUND AS DESCRIBED.
 KW0199'
 KW0199'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 NW WEST HAMBURG.
 KW0199
 KW0199                          STATION RECOVERY (1975)
 KW0199
 KW0199'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 KW0199'MARK NOT FOUND.
 KW0199
 KW0199                          STATION RECOVERY (1978)
 KW0199
 KW0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DHB)
 KW0199'STATION AND REFERENCE MARKS RECOVERED.
 KW0199
 KW0199                          STATION RECOVERY (2002)
 KW0199
 KW0199'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (SQ)
 KW0199'MARK WAS DEYSTROYED DURING THE CLEARING FOR A NEW CABELAS STORE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0201 ***********************************************************************
 KW0201  DESIGNATION -  HAMBURG AZ MK
 KW0201  PID         -  KW0201
 KW0201  STATE/COUNTY-  PA/BERKS
 KW0201  USGS QUAD   -  AUBURN (1983)
 KW0201
 KW0201                         *CURRENT SURVEY CONTROL
 KW0201  ___________________________________________________________________
 KW0201* NAD 83(1986)-  40 33 21.     (N)    076 00 06.     (W)     SCALED    
 KW0201* NAVD 88     -       132.25   (+/-2cm)     433.9    (feet)  VERTCON   
 KW0201  ___________________________________________________________________
 KW0201  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 KW0201
 KW0201  VERT ORDER  -  ? (See Below)
 KW0201
 KW0201.The horizontal coordinates were scaled from a topographic map and have
 KW0201.an estimated accuracy of +/- 6 seconds.
 KW0201
 KW0201.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW0201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW0201.The vertical order pertains to the NGVD 29 superseded value.
 KW0201
 KW0201.The geoid height was determined by GEOID03.
 KW0201
 KW0201;                    North         East    Units  Estimated Accuracy
 KW0201;SPC PA S     -   137,210.      748,060.      MT  (+/- 180 meters Scaled)
 KW0201
 KW0201                          SUPERSEDED SURVEY CONTROL
 KW0201
 KW0201  NGVD 29 (??/??/??)  132.469  (m)          434.61   (f) ADJUSTED    ?  
 KW0201
 KW0201.Superseded values are not recommended for survey control.
 KW0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0201.See file dsdata.txt to determine how the superseded data were derived.
 KW0201
 KW0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK151899(NAD 83)
 KW0201_MARKER: DZ = AZIMUTH MARK DISK
 KW0201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0201_SP_SET: BRIDGE
 KW0201_STAMPING: HAMBURG 1960
 KW0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0201
 KW0201  HISTORY     - Date     Condition        Report By
 KW0201  HISTORY     - 1960     MONUMENTED       CGS
 KW0201  HISTORY     - 1974     GOOD             NGS
 KW0201
 KW0201                          STATION DESCRIPTION
 KW0201
 KW0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0201'AT HAMBURG.
 KW0201'AT HAMBURG, AT THE HAMBURG INTERCHANGE FORMED BY U.S. HIGHWAY 122
 KW0201'AND U.S. HIGHWAY 22, ON THE TOP OF THE SOUTH END OF THE WEST
 KW0201'CONCRETE GUARD RAIL OF THE LARGE U.S. HIGHWAY 122 BRIDGE OVER
 KW0201'U.S. HIGHWAY 22, 22 FEET WEST OF THE CENTER LINE OF THE BRIDGE,
 KW0201'1.5 FEET NORTH OF THE SOUTH END OF THE GUARDRAIL AND 2/15 FEET
 KW0201'ABOVE THE BRIDGE SIDEWALK.
 KW0201
 KW0201                          STATION RECOVERY (1974)
 KW0201
 KW0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KW0201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2713 ***********************************************************************
 KV2713  DESIGNATION -  HAMBURG RESET 1974
 KV2713  PID         -  KV2713
 KV2713  STATE/COUNTY-  PA/BERKS
 KV2713  USGS QUAD   -  HAMBURG (1977)
 KV2713
 KV2713                         *CURRENT SURVEY CONTROL
 KV2713  ___________________________________________________________________
 KV2713* NAD 83(1986)-  40 33 12.     (N)    075 59 18.     (W)     SCALED    
 KV2713* NAVD 88     -       111.92   (+/-2cm)     367.2    (feet)  VERTCON   
 KV2713  ___________________________________________________________________
 KV2713  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 KV2713
 KV2713  VERT ORDER  -  THIRD (See Below)
 KV2713
 KV2713.The horizontal coordinates were scaled from a topographic map and have
 KV2713.an estimated accuracy of +/- 6 seconds.
 KV2713
 KV2713.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV2713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV2713.The vertical order pertains to the NGVD 29 superseded value.
 KV2713
 KV2713.The geoid height was determined by GEOID03.
 KV2713
 KV2713;                    North         East    Units  Estimated Accuracy
 KV2713;SPC PA S     -   136,950.      749,200.      MT  (+/- 180 meters Scaled)
 KV2713
 KV2713                          SUPERSEDED SURVEY CONTROL
 KV2713
 KV2713  NGVD 29 (??/??/??)  112.14   (m)          367.9    (f) RESET       3  
 KV2713
 KV2713.Superseded values are not recommended for survey control.
 KV2713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2713.See file dsdata.txt to determine how the superseded data were derived.
 KV2713
 KV2713_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK163896(NAD 83)
 KV2713_MARKER: DB = BENCH MARK DISK
 KV2713_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2713_SP_SET: CURB
 KV2713_STAMPING: HAMBURG RESET 1974
 KV2713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2713
 KV2713  HISTORY     - Date     Condition        Report By
 KV2713  HISTORY     - 1974     MONUMENTED       NGS
 KV2713  HISTORY     - 1975     GOOD             PADT
 KV2713
 KV2713                          STATION DESCRIPTION
 KV2713
 KV2713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV2713'IN HAMBURG.
 KV2713'THE BENCH MARK IS LOCATED IN THE NORTHWEST PART OF HAMBURG, ABOUT
 KV2713'1/2 MILE NORTHWEST OF THE CENTER OF HAMBURG.  IT IS CEMENTED
 KV2713'IN A DRILL HOLE IN A CURB IN FRONT OF THE ENTRANCE TO THE
 KV2713'HAMBURG BOROUGH SWIMMING POOL, ON THE SOUTH SIDE OF FRANKLIN
 KV2713'STREET.  THE DISK IS ABOUT 0.5 FOOT HIGHER THAN THE ROAD
 KV2713'SURFACE OF FRANKLIN STREET.  IT IS 21 FEET NORTH-NORTHWEST OF THE
 KV2713'POOL ENTRANCE, 15 FEET WEST OF A POWERLINE POLE NUMBERED O S 689
 KV2713'AND 0.5 FOOT SOUTH OF THE SOUTH EDGE OF FRANKLIN STREET.
 KV2713'BENCH MARK HAMBURG 1934 WAS DESTROYED AFTER LEVELING TO BENCH
 KV2713'MARK HAMBURG RESET 1974.
 KV2713
 KV2713                          STATION RECOVERY (1975)
 KV2713
 KV2713'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 KV2713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0200 ***********************************************************************
 KW0200  DESIGNATION -  HAMBURG RM 1
 KW0200  PID         -  KW0200
 KW0200  STATE/COUNTY-  PA/BERKS
 KW0200  USGS QUAD   -  AUBURN (1983)
 KW0200
 KW0200                         *CURRENT SURVEY CONTROL
 KW0200  ___________________________________________________________________
 KW0200* NAD 83(1986)-  40 33 20.     (N)    076 00 06.     (W)     SCALED    
 KW0200* NAVD 88     -       141.815  (meters)     465.27   (feet)  ADJUSTED  
 KW0200  ___________________________________________________________________
 KW0200  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 KW0200  DYNAMIC HT  -         141.743 (meters)     465.04  (feet)  COMP
 KW0200  MODELED GRAV-     980,120.3   (mgal)                       NAVD 88
 KW0200
 KW0200  VERT ORDER  -  SECOND    CLASS 0
 KW0200
 KW0200.The horizontal coordinates were scaled from a topographic map and have
 KW0200.an estimated accuracy of +/- 6 seconds.
 KW0200
 KW0200.The orthometric height was determined by differential leveling
 KW0200.and adjusted by the National Geodetic Survey in June 1991..
 KW0200
 KW0200.The geoid height was determined by GEOID03.
 KW0200
 KW0200.The dynamic height is computed by dividing the NAVD 88
 KW0200.geopotential number by the normal gravity value computed on the
 KW0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0200.degrees latitude (g = 980.6199 gals.).
 KW0200
 KW0200.The modeled gravity was interpolated from observed gravity values.
 KW0200
 KW0200;                    North         East    Units  Estimated Accuracy
 KW0200;SPC PA S     -   137,180.      748,070.      MT  (+/- 180 meters Scaled)
 KW0200
 KW0200                          SUPERSEDED SURVEY CONTROL
 KW0200
 KW0200  NGVD 29 (??/??/??)  142.032  (m)          465.98   (f) ADJUSTED    2 0
 KW0200
 KW0200.Superseded values are not recommended for survey control.
 KW0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0200.See file dsdata.txt to determine how the superseded data were derived.
 KW0200
 KW0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK151899(NAD 83)
 KW0200_MARKER: DR = REFERENCE MARK DISK
 KW0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0200_STAMPING: HAMBURG NO 1 1960
 KW0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0200+STABILITY: SURFACE MOTION
 KW0200
 KW0200  HISTORY     - Date     Condition        Report By
 KW0200  HISTORY     - 1960     MONUMENTED       CGS
 KW0200  HISTORY     - 1974     GOOD             NGS
 KW0200
 KW0200                          STATION DESCRIPTION
 KW0200
 KW0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0200'AT HAMBURG.
 KW0200'AT HAMBURG, ABOUT 0.1 MILE WEST OF THE CENTER OF THE TRAFFIC
 KW0200'INTERCHANGE FORMED BY U.S. HIGHWAY 122 AND U.S. HIGHWAY 22, ON
 KW0200'THE TOP OF A 25-FOOT HIGH CUT BANK, ALONG THE NORTH SIDE OF U.S.
 KW0200'HIGHWAY 22, 111 FEET NORTH OF THE CENTER LINE OF THE WEST BOUND
 KW0200'LANE OF THE HIGHWAY, 87.4 FEET NORTHEAST OF THE STATION, 105 FEET
 KW0200'EAST OF A 12-INCH CHERRY TREE, SET IN THE TOP OF A CONCRETE POST
 KW0200'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND AND ABOUT 25
 KW0200'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 KW0200
 KW0200                          STATION RECOVERY (1974)
 KW0200
 KW0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KW0200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0198 ***********************************************************************
 KW0198  DESIGNATION -  HAMBURG RM 2
 KW0198  PID         -  KW0198
 KW0198  STATE/COUNTY-  PA/BERKS
 KW0198  USGS QUAD   -  AUBURN (1983)
 KW0198
 KW0198                         *CURRENT SURVEY CONTROL
 KW0198  ___________________________________________________________________
 KW0198* NAD 83(1986)-  40 33 21.     (N)    076 00 06.     (W)     SCALED    
 KW0198* NAVD 88     -       144.054  (meters)     472.62   (feet)  ADJUSTED  
 KW0198  ___________________________________________________________________
 KW0198  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 KW0198  DYNAMIC HT  -         143.981 (meters)     472.38  (feet)  COMP
 KW0198  MODELED GRAV-     980,120.3   (mgal)                       NAVD 88
 KW0198
 KW0198  VERT ORDER  -  SECOND    CLASS 0
 KW0198
 KW0198.The horizontal coordinates were scaled from a topographic map and have
 KW0198.an estimated accuracy of +/- 6 seconds.
 KW0198
 KW0198.The orthometric height was determined by differential leveling
 KW0198.and adjusted by the National Geodetic Survey in June 1991..
 KW0198
 KW0198.The geoid height was determined by GEOID03.
 KW0198
 KW0198.The dynamic height is computed by dividing the NAVD 88
 KW0198.geopotential number by the normal gravity value computed on the
 KW0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0198.degrees latitude (g = 980.6199 gals.).
 KW0198
 KW0198.The modeled gravity was interpolated from observed gravity values.
 KW0198
 KW0198;                    North         East    Units  Estimated Accuracy
 KW0198;SPC PA S     -   137,210.      748,060.      MT  (+/- 180 meters Scaled)
 KW0198
 KW0198                          SUPERSEDED SURVEY CONTROL
 KW0198
 KW0198  NGVD 29 (??/??/??)  144.272  (m)          473.33   (f) ADJUSTED    2 0
 KW0198
 KW0198.Superseded values are not recommended for survey control.
 KW0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0198.See file dsdata.txt to determine how the superseded data were derived.
 KW0198
 KW0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK151899(NAD 83)
 KW0198_MARKER: DR = REFERENCE MARK DISK
 KW0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0198_STAMPING: HAMBURG NO 2 1960
 KW0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0198+STABILITY: SURFACE MOTION
 KW0198
 KW0198  HISTORY     - Date     Condition        Report By
 KW0198  HISTORY     - 1960     MONUMENTED       CGS
 KW0198  HISTORY     - 1974     GOOD             NGS
 KW0198
 KW0198                          STATION DESCRIPTION
 KW0198
 KW0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0198'AT HAMBURG.
 KW0198'AT HAMBURG, ABOUT 0.1 MILE WEST OF THE CENTER OF THE TRAFFIC
 KW0198'INTERCHANGE FORMED BY U.S. HIGHWAY 122 AND U.S. HIGHWAY 22, ON
 KW0198'THE TOP OF A 25-FOOT HIGH CUT BANK, 103.2 FEET WEST OF THE
 KW0198'STATION, 166 FEET NORTH OF THE CENTER LINE OF THE WEST BOUND LANE
 KW0198'OF U.S. HIGHWAY 22, 85.6 FEET WEST OF A 12-INCH CHERRY TREE, SET
 KW0198'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL
 KW0198'OF THE GROUND AND ABOUT 25 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 KW0198
 KW0198                          STATION RECOVERY (1974)
 KW0198
 KW0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KW0198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3861 ***********************************************************************
 KV3861  DESIGNATION -  HAMBURG ST SCH AND COLLEGE TK
 KV3861  PID         -  KV3861
 KV3861  STATE/COUNTY-  PA/BERKS
 KV3861  USGS QUAD   -  HAMBURG (1977)
 KV3861
 KV3861                         *CURRENT SURVEY CONTROL
 KV3861  ___________________________________________________________________
 KV3861* NAD 83(1992)-  40 34 13.17367(N)    075 58 26.23151(W)     ADJUSTED  
 KV3861* NAVD 88     -                                                        
 KV3861  ___________________________________________________________________
 KV3861  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 KV3861  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 KV3861
 KV3861  HORZ ORDER  -  THIRD
 KV3861
 KV3861.The horizontal coordinates were established by classical geodetic methods
 KV3861.and adjusted by the National Geodetic Survey in June 2002..
 KV3861
 KV3861
 KV3861.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3861
 KV3861.The geoid height was determined by GEOID03.
 KV3861
 KV3861;                    North         East     Units Scale Factor Converg.
 KV3861;SPC PA S     -   138,862.336   750,378.287   MT  0.99996167   +1 09 08.2
 KV3861;SPC PA S     -   455,584.18  2,461,866.10   sFT  0.99996167   +1 09 08.2
 KV3861;UTM  18      - 4,491,516.699   417,558.810   MT  0.99968366   -0 38 00.5
 KV3861
 KV3861                          SUPERSEDED SURVEY CONTROL
 KV3861
 KV3861  NAD 83(1986)-  40 34 13.16566(N)    075 58 26.23539(W) AD(       ) 4
 KV3861  NAD 27      -  40 34 12.82800(N)    075 58 27.46800(W) AD(       ) 3
 KV3861
 KV3861.Superseded values are not recommended for survey control.
 KV3861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3861.See file dsdata.txt to determine how the superseded data were derived.
 KV3861
 KV3861_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK1755991517(NAD 83)
 KV3861_MARKER: 53 = ELEVATED TANK
 KV3861
 KV3861  HISTORY     - Date     Condition        Report By
 KV3861  HISTORY     - 1960     FIRST OBSERVED   CGS
 KV3861  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV3861
 KV3861                          STATION DESCRIPTION
 KV3861
 KV3861'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV3861'THE STATION IS THE BALL SHAPED VENT AT THE APEX AND CENTER OF THE
 KV3861'ROOF OF THE STATE SCHOOL AND COLLEGE WATER TANK.  LOCATED ABOUT
 KV3861'1.0 MILE NORTHEAST OF THE CENTRAL SECTION OF HAMBURG AND ABOUT 0.3
 KV3861'MILE NORTH OF U.S. HIGHWAY 22.  THE WATER TANK IS CONSTRUCTED OF
 KV3861'4-LACED CHANNEL COLUMNS LEGS WITH A HEMISPHERICAL BOTTOM AND A CONE,
 KV3861'ROOF WITH A BALL SHAPED VENT AT THE APEX AND CENTER OF THE
 KV3861'ROOF.  THE STRUCTURE IS SILVER AND THE OVERALL HEIGHT IS
 KV3861'APPROXIMATELY 110 FEET.
 KV3861
 KV3861                          STATION RECOVERY (1990)
 KV3861
 KV3861'RECOVERY NOTE BY US POWER SQUADRON 1990 (MWB)
 KV3861'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1788 ***********************************************************************
 JV1788  DESIGNATION -  HAMETOWN
 JV1788  PID         -  JV1788
 JV1788  STATE/COUNTY-  PA/YORK
 JV1788  USGS QUAD   -  GLEN ROCK (1984)
 JV1788
 JV1788                         *CURRENT SURVEY CONTROL
 JV1788  ___________________________________________________________________
 JV1788* NAD 83(1992)-  39 48 29.68216(N)    076 40 43.99855(W)     ADJUSTED  
 JV1788* NAVD 88     -       282.872  (meters)     928.06   (feet)  ADJUSTED  
 JV1788  ___________________________________________________________________
 JV1788  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 JV1788  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JV1788  DYNAMIC HT  -         282.728 (meters)     927.58  (feet)  COMP
 JV1788  MODELED GRAV-     980,109.1   (mgal)                       NAVD 88
 JV1788
 JV1788  HORZ ORDER  -  SECOND
 JV1788  VERT ORDER  -  SECOND    CLASS 0
 JV1788
 JV1788.The horizontal coordinates were established by classical geodetic methods
 JV1788.and adjusted by the National Geodetic Survey in June 2002..
 JV1788
 JV1788.The orthometric height was determined by differential leveling
 JV1788.and adjusted by the National Geodetic Survey in June 1991..
 JV1788
 JV1788.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV1788
 JV1788.The geoid height was determined by GEOID03.
 JV1788
 JV1788.The dynamic height is computed by dividing the NAVD 88
 JV1788.geopotential number by the normal gravity value computed on the
 JV1788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1788.degrees latitude (g = 980.6199 gals.).
 JV1788
 JV1788.The modeled gravity was interpolated from observed gravity values.
 JV1788
 JV1788;                    North         East     Units Scale Factor Converg.
 JV1788;SPC PA S     -    53,288.159   691,721.439   MT  1.00002192   +0 41 41.7
 JV1788;SPC PA S     -   174,829.57  2,269,422.75   sFT  1.00002192   +0 41 41.7
 JV1788;SPC MD       -   237,788.587   427,499.706   MT  1.00008234   +0 12 05.5
 JV1788;SPC MD       -   780,144.72  1,402,555.29   sFT  1.00008234   +0 12 05.5
 JV1788;UTM  18      - 4,407,822.876   356,286.773   MT  0.99985427   -1 04 30.2
 JV1788
 JV1788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV1788!SPC PA S     -   0.99996075  x   1.00002192  =   0.99998267
 JV1788!SPC MD       -   0.99996075  x   1.00008234  =   1.00004308
 JV1788!UTM  18      -   0.99996075  x   0.99985427  =   0.99981502
 JV1788
 JV1788|---------------------------------------------------------------------|
 JV1788| PID    Reference Object                     Distance      Geod. Az  |
 JV1788|                                                           dddmmss.s |
 JV1788| JV1789 HAMETOWN RM 1                        21.597 METERS 15743     |
 JV1788| JV1787 HAMETOWN RM 2                        23.297 METERS 33209     |
 JV1788| JV1786 HAMETOWN AZ MK                                     3432615.1 |
 JV1788|---------------------------------------------------------------------|
 JV1788
 JV1788                          SUPERSEDED SURVEY CONTROL
 JV1788
 JV1788  NAD 83(1991)-  39 48 29.67985(N)    076 40 44.00017(W) AD(       ) 2
 JV1788  NAD 83(1986)-  39 48 29.67570(N)    076 40 44.00143(W) AD(       ) 2
 JV1788  NAD 27      -  39 48 29.30730(N)    076 40 45.10910(W) AD(       ) 2
 JV1788  NGVD 29 (??/??/??)  283.090  (m)          928.77   (f) ADJUSTED    2 0
 JV1788
 JV1788.Superseded values are not recommended for survey control.
 JV1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1788.See file dsdata.txt to determine how the superseded data were derived.
 JV1788
 JV1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK5628707823(NAD 83)
 JV1788_MARKER: DS = TRIANGULATION STATION DISK
 JV1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1788_STAMPING: HAMETOWN 1960
 JV1788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1788+STABILITY: SURFACE MOTION
 JV1788
 JV1788  HISTORY     - Date     Condition        Report By
 JV1788  HISTORY     - 1960     MONUMENTED       CGS
 JV1788  HISTORY     - 1961     GOOD             CGS
 JV1788
 JV1788                          STATION DESCRIPTION
 JV1788
 JV1788'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 JV1788'THE STATION IS LOCATED ABOUT 2-1/2 MILES EAST-NORTHEAST OF GLEN ROCK,
 JV1788'2-1/2 MILES NORTH OF SHREWSBERRY AND ABOUT 0.15 MILE
 JV1788'EAST-NORTHEAST OF THE HAMETOWN CHURCH AND CEMETERY AND IN A SMALL
 JV1788'AREA OF LAND BETWEEN U.S. HIGHWAY 111 AND A SERVICE ROAD WHICH
 JV1788'IS ON STATE PROPERTY.
 JV1788'
 JV1788'TO REACH THE STATION FROM THE JUNCTION OF OLD U.S. HIGHWAY 111 AND
 JV1788'STATE HIGHWAY 851 IN SHREWSBERRY, GO EAST ON STATE HIGHWAY
 JV1788'851 FOR 0.85 MILE TO THE NORTH BOUND EXIT OF U.S. HIGHWAY 111, TURN
 JV1788'LEFT AND GO NORTH ON U.S.  HIGHWAY 111 FOR 2.7 MILE TO
 JV1788'THE END OF SMALL ENBANKMENT, TURN SHARP RIGHT AND GO SOUTH FOR 0.1
 JV1788'MILE TO THE STATION.
 JV1788'
 JV1788'THE STATION, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE MONUMENT
 JV1788'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND, STAMPED
 JV1788'HAMETOWN 1960. IT IS 48.6 FEET WEST OF THE CENTER LINE OF SERVICE
 JV1788'ROAD AND 17.5 FEET EAST OF A STANDARD METAL WITNESS POST
 JV1788'AND MARKER.
 JV1788'
 JV1788'REFERENCE MARK 1, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 JV1788'MONUMENT WHICH IN FLUSH WITH THE SURFACE OF THE GROUND,
 JV1788'STAMPED HAMETOWN NO 1 1960. IT IS 71.3 FEET SOUTHEAST OF A STANDARD
 JV1788'METAL WITNESS POST AND MARKER, 45.3 FEET WEST OF THE CENTER
 JV1788'LINE OF A SERVICE ROAD AND 38.5 FEET EAST OF THE EAST EDGE OF CUT. IT
 JV1788'IS ABOUT 1.5 FEET LOWER THAN THE STATION.
 JV1788'
 JV1788'REFERENCE MARK 2, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 JV1788'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND,
 JV1788'STAMPED HAMETOWN NO 2 1960. IT IS ABOUT THE SAME ELEVATION AS THE
 JV1788'STATION. IT IS 78.5 FEET WEST OF THE CENTER LINE OF A
 JV1788'SERVICE ROAD, 78.2 FEET NORTH OF A STANDARD METAL WITNESS POST AND
 JV1788'MARKER AND 33.8 FEET WEST OF THE EAST EDGE OF CUT.
 JV1788'
 JV1788'AZIMUTH MARK, IS A STANDARD DISK SET IN A DRILL HOLE IN THE SOUTH END
 JV1788'OF BOX CULVERT WHICH IS ABOUT THE SAME ELEVATION AS U.S.
 JV1788'HIGHWAY 111, STAMPED HAMETOWN 1960. IT IS 22.3 FEET WEST OF THE
 JV1788'CENTER LINE OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 111 AND
 JV1788'6.3 FEET SOUTH OF A STANDARD METAL WITNESS POST AND MARKER.
 JV1788'
 JV1788'HEIGHT OF LIGHT ABOVE STATION MARK 30.13 METERS.
 JV1788
 JV1788                          STATION RECOVERY (1961)
 JV1788
 JV1788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JV1788'3.5 MI NE FROM SHREWSBURY.
 JV1788'0.8 MILES EAST ALONG STATE HIGHWAY 851 FROM THE NEW YORK BANK AND
 JV1788'TRUST COMPANY BUILDING IN SHREWSBURY TO THE INTERCHANGE BRIDGE AT
 JV1788'THE JUNCTION OF INTERSTATE HIGHWAY 83 (U.S. HIGHWAY 111), AN
 JV1788'OVERHEAD BRIDGE, THENCE 2.73 MILES NORTH ALONG INTERSTATE HIGHWAY
 JV1788'83 (U.S. HIGHWAY 111), SET IN TOP OF A 12-INCH CONCRETE CYLINDER
 JV1788'FLUSH WITH THE SURFACE OF THE GROUND, ON TOP OF THE HIGHEST
 JV1788'POINT OF A LOW, CUT BANK, BETWEEN THE NORTH BOUND RAMP AND
 JV1788'INTERSTATE HIGHWAY 83 (U.S. HIGHWAY 111), APPROXIMATELY 370.0
 JV1788'FEET NORTH OF THE NORTHEAST CORNER OF AN OVERHEAD BRIDGE, OVER
 JV1788'INTERSTATE HIGHWAY 83 (U.S. HIGHWAY 111), 22.0 FEET EAST OF THE
 JV1788'EAST EDGE OF CUT BANK, 21.0 FEET WEST OF THE WEST EDGE OF CUT
 JV1788'BANK, 17.3 FEET EAST OF A STANDARD METAL WITNESS POST AND MARKER
 JV1788'AND ABOUT 20.0 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1786 ***********************************************************************
 JV1786  DESIGNATION -  HAMETOWN AZ MK
 JV1786  PID         -  JV1786
 JV1786  STATE/COUNTY-  PA/YORK
 JV1786  USGS QUAD   -  GLEN ROCK (1984)
 JV1786
 JV1786                         *CURRENT SURVEY CONTROL
 JV1786  ___________________________________________________________________
 JV1786* NAD 83(1986)-  39 48 48.     (N)    076 40 51.     (W)     SCALED    
 JV1786* NAVD 88     -       274.998  (meters)     902.22   (feet)  ADJUSTED  
 JV1786  ___________________________________________________________________
 JV1786  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 JV1786  DYNAMIC HT  -         274.857 (meters)     901.76  (feet)  COMP
 JV1786  MODELED GRAV-     980,108.7   (mgal)                       NAVD 88
 JV1786
 JV1786  VERT ORDER  -  SECOND    CLASS 0
 JV1786
 JV1786.The horizontal coordinates were scaled from a topographic map and have
 JV1786.an estimated accuracy of +/- 6 seconds.
 JV1786
 JV1786.The orthometric height was determined by differential leveling
 JV1786.and adjusted by the National Geodetic Survey in June 1991..
 JV1786
 JV1786.The geoid height was determined by GEOID03.
 JV1786
 JV1786.The dynamic height is computed by dividing the NAVD 88
 JV1786.geopotential number by the normal gravity value computed on the
 JV1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1786.degrees latitude (g = 980.6199 gals.).
 JV1786
 JV1786.The modeled gravity was interpolated from observed gravity values.
 JV1786
 JV1786;                    North         East    Units  Estimated Accuracy
 JV1786;SPC PA S     -    53,850.      691,550.      MT  (+/- 180 meters Scaled)
 JV1786
 JV1786                          SUPERSEDED SURVEY CONTROL
 JV1786
 JV1786  NGVD 29 (??/??/??)  275.217  (m)          902.94   (f) ADJUSTED    2 0
 JV1786
 JV1786.Superseded values are not recommended for survey control.
 JV1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1786.See file dsdata.txt to determine how the superseded data were derived.
 JV1786
 JV1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK561083(NAD 83)
 JV1786_MARKER: DZ = AZIMUTH MARK DISK
 JV1786_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV1786_SP_SET: CULVERT
 JV1786_STAMPING: HAMETOWN 1960
 JV1786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV1786
 JV1786  HISTORY     - Date     Condition        Report By
 JV1786  HISTORY     - 1960     MONUMENTED       CGS
 JV1786  HISTORY     - 1961     GOOD             CGS
 JV1786  HISTORY     - 1987     GOOD             USPSQD
 JV1786
 JV1786                          STATION DESCRIPTION
 JV1786
 JV1786'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JV1786'3.9 MI NE FROM SHREWSBURY.
 JV1786'0.8 MILE EAST ALONG STATE HIGHWAY 851 FROM THE NEW YORK BANK AND
 JV1786'TRUST COMPANY BUILDING IN SHREWSBURY TO THE INTERCHANGE BRIDGE AT
 JV1786'THE JUNCTION OF INTERSTATE HIGHWAY 83 (U.S. HIGHWAY 111), AN
 JV1786'OVERHEAD BRIDGE, THENCE NORTH 3.1 MILES ALONG INTERSTATE HIGHWAY
 JV1786'83 (U.S. HIGHWAY 111), SET IN TOP OF AND AT THE SOUTH END OF A
 JV1786'14-INCH WIDE AND 6.2 FOOT LONG, WEST, HEADWALL OF A STORM SEWER
 JV1786'AND A 16-INCH ROUND CONCRETE CULVERT UNDER INTERSTATE HIGHWAY 83
 JV1786'(U.S. HIGHWAY 111), 22.4 FEET WEST OF THE CENTERLINE OF THE SOUTH
 JV1786'BOUND TRAFFIC LANE, 5.7 FEET SOUTH OF A STANDARD METAL WITNESS
 JV1786'POST AND MARKER AND ABOUT 6 INCHES BELOW THE LEVEL OF THE HIGHWAY.
 JV1786
 JV1786                          STATION RECOVERY (1987)
 JV1786
 JV1786'RECOVERY NOTE BY US POWER SQUADRON 1987 (RED)
 JV1786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1789 ***********************************************************************
 JV1789  DESIGNATION -  HAMETOWN RM 1
 JV1789  PID         -  JV1789
 JV1789  STATE/COUNTY-  PA/YORK
 JV1789  USGS QUAD   -  GLEN ROCK (1984)
 JV1789
 JV1789                         *CURRENT SURVEY CONTROL
 JV1789  ___________________________________________________________________
 JV1789* NAD 83(1986)-  39 48 30.     (N)    076 40 44.     (W)     SCALED    
 JV1789* NAVD 88     -       282.286  (meters)     926.13   (feet)  ADJUSTED  
 JV1789  ___________________________________________________________________
 JV1789  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JV1789  DYNAMIC HT  -         282.142 (meters)     925.66  (feet)  COMP
 JV1789  MODELED GRAV-     980,109.1   (mgal)                       NAVD 88
 JV1789
 JV1789  VERT ORDER  -  SECOND    CLASS 0
 JV1789
 JV1789.The horizontal coordinates were scaled from a topographic map and have
 JV1789.an estimated accuracy of +/- 6 seconds.
 JV1789
 JV1789.The orthometric height was determined by differential leveling
 JV1789.and adjusted by the National Geodetic Survey in June 1991..
 JV1789
 JV1789.The geoid height was determined by GEOID03.
 JV1789
 JV1789.The dynamic height is computed by dividing the NAVD 88
 JV1789.geopotential number by the normal gravity value computed on the
 JV1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1789.degrees latitude (g = 980.6199 gals.).
 JV1789
 JV1789.The modeled gravity was interpolated from observed gravity values.
 JV1789
 JV1789;                    North         East    Units  Estimated Accuracy
 JV1789;SPC PA S     -    53,300.      691,720.      MT  (+/- 180 meters Scaled)
 JV1789
 JV1789                          SUPERSEDED SURVEY CONTROL
 JV1789
 JV1789  NGVD 29 (??/??/??)  282.505  (m)          926.85   (f) ADJUSTED    2 0
 JV1789
 JV1789.Superseded values are not recommended for survey control.
 JV1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1789.See file dsdata.txt to determine how the superseded data were derived.
 JV1789
 JV1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK562078(NAD 83)
 JV1789_MARKER: DR = REFERENCE MARK DISK
 JV1789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1789_STAMPING: HAMETOWN NO 1 1960
 JV1789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1789+STABILITY: SURFACE MOTION
 JV1789
 JV1789  HISTORY     - Date     Condition        Report By
 JV1789  HISTORY     - 1960     MONUMENTED       CGS
 JV1789  HISTORY     - 1961     GOOD             CGS
 JV1789
 JV1789                          STATION DESCRIPTION
 JV1789
 JV1789'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JV1789'3.5 MI NE FROM SHREWSBURY.
 JV1789'0.8 MILES EAST ALONG STATE HIGHWAY 851 FROM THE NEW YORK BANK AND
 JV1789'TRUST COMPANY BUILDING IN SHREWSBURY TO THE INTERCHANGE BRIDGE AT
 JV1789'THE JUNCTION OF INTERSTATE HIGHWAY 83 (U.S. HIGHWAY 111), AN
 JV1789'OVERHEAD BRIDGE, THENCE 2.73 MILES NORTH ALONG INTERSTATE HIGHWAY
 JV1789'83 (U.S. HIGHWAY 111), SET IN TOP OF A 12-INCH CONCRETE CYLINDER
 JV1789'FLUSH WITH THE SURFACE OF THE GROUND, ON THE HIGHEST POINT OF A
 JV1789'LOW, CUT BANK BETWEEN THE NORTH BOUND RAMP AND INTERSTATE HIGHWAY
 JV1789'83 (U.S. HIGHWAY 111), APPROXIMATELY 300.0 FEET NORTH OF THE
 JV1789'NORTHEAST END OF AN OVERHEAD BRIDGE, OVER INTERSTATE HIGHWAY 83
 JV1789'(U.S. HIGHWAY 111), 71.3 FEET NORTHWEST OF A STANDARD METAL WITNESS
 JV1789'POST AND MARKER, 70.9 FEET SOUTH-SOUTHEAST OF THE STATION MARK,
 JV1789'33.0 FEET EAST OF THE EAST EDGE OF CUT BANK AND SMALL HEDGE ROW,
 JV1789'21.0 FEET WEST OF THE WEST EDGE OF THE CUT BANK AND ABOUT 20.0
 JV1789'FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1787 ***********************************************************************
 JV1787  DESIGNATION -  HAMETOWN RM 2
 JV1787  PID         -  JV1787
 JV1787  STATE/COUNTY-  PA/YORK
 JV1787  USGS QUAD   -  GLEN ROCK (1984)
 JV1787
 JV1787                         *CURRENT SURVEY CONTROL
 JV1787  ___________________________________________________________________
 JV1787* NAD 83(1986)-  39 48 30.     (N)    076 40 44.     (W)     SCALED    
 JV1787* NAVD 88     -       282.073  (meters)     925.43   (feet)  ADJUSTED  
 JV1787  ___________________________________________________________________
 JV1787  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 JV1787  DYNAMIC HT  -         281.929 (meters)     924.96  (feet)  COMP
 JV1787  MODELED GRAV-     980,109.1   (mgal)                       NAVD 88
 JV1787
 JV1787  VERT ORDER  -  SECOND    CLASS 0
 JV1787
 JV1787.The horizontal coordinates were scaled from a topographic map and have
 JV1787.an estimated accuracy of +/- 6 seconds.
 JV1787
 JV1787.The orthometric height was determined by differential leveling
 JV1787.and adjusted by the National Geodetic Survey in June 1991..
 JV1787
 JV1787.The geoid height was determined by GEOID03.
 JV1787
 JV1787.The dynamic height is computed by dividing the NAVD 88
 JV1787.geopotential number by the normal gravity value computed on the
 JV1787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1787.degrees latitude (g = 980.6199 gals.).
 JV1787
 JV1787.The modeled gravity was interpolated from observed gravity values.
 JV1787
 JV1787;                    North         East    Units  Estimated Accuracy
 JV1787;SPC PA S     -    53,300.      691,720.      MT  (+/- 180 meters Scaled)
 JV1787
 JV1787                          SUPERSEDED SURVEY CONTROL
 JV1787
 JV1787  NGVD 29 (??/??/??)  282.291  (m)          926.15   (f) ADJUSTED    2 0
 JV1787
 JV1787.Superseded values are not recommended for survey control.
 JV1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1787.See file dsdata.txt to determine how the superseded data were derived.
 JV1787
 JV1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK562078(NAD 83)
 JV1787_MARKER: DR = REFERENCE MARK DISK
 JV1787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1787_STAMPING: HAMETOWN NO 2 1960
 JV1787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1787+STABILITY: SURFACE MOTION
 JV1787
 JV1787  HISTORY     - Date     Condition        Report By
 JV1787  HISTORY     - 1960     MONUMENTED       CGS
 JV1787  HISTORY     - 1961     GOOD             CGS
 JV1787
 JV1787                          STATION DESCRIPTION
 JV1787
 JV1787'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JV1787'3.5 MI NE FROM SHREWSBURY.
 JV1787'0.8 MILE EAST ALONG STATE HIGHWAY 851 FROM THE NEW YORK BANK AND
 JV1787'TRUST COMPANY BUILDING IN SHREWSBURY TO THE INTERCHANGE BRIDGE
 JV1787'AT THE JUNCTION OF INTERSTATE HIGHWAY 83 (U.S. HIGHWAY 111), AN
 JV1787'OVERHEAD BRIDGE, THENCE 2.73 MILES NORTH ALONG INTERSTATE HIGHWAY
 JV1787'83 (U.S. HIGHWAY 111), SET IN TOP OF A 12-INCH CONCRETE CYLINDER
 JV1787'FLUSH WITH THE SURFACE OF THE GROUND AND IN A SMALL HEDGE ROW
 JV1787'AT THE EDGE OF CUT BANK, BETWEEN THE NORTH BOUND TRAFFIC RAMP AND
 JV1787'INTERSTATE HIGHWAY 83 (U.S. HIGHWAY 111), APPROXIMATELY 446.0
 JV1787'FEET NORTH OF THE NORTHEAST END OF AN OVERHEAD BRIDGE, OVER
 JV1787'INTERSTATE HIGHWAY 83 (U.S. HIGHWAY 111), 78.2 FEET NORTH OF A
 JV1787'STANDARD METAL WITNESS POST AND MARKER, 76.4 FEET NORTHWEST OF
 JV1787'THE STATION MARK, 35.0 FEET WEST OF THE WEST EDGE OF A CUT BANK
 JV1787'OF THE NORTH RAMP, TRAFFIC RAMP, AND ABOUT 20.0 FEET ABOVE THE
 JV1787'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2892 ***********************************************************************
 KW2892  DESIGNATION -  HAMILTON
 KW2892  PID         -  KW2892
 KW2892  STATE/COUNTY-  PA/MIFFLIN
 KW2892  USGS QUAD   -  NEWTON HAMILTON (1971)
 KW2892
 KW2892                         *CURRENT SURVEY CONTROL
 KW2892  ___________________________________________________________________
 KW2892* NAD 83(1992)-  40 23 43.65178(N)    077 51 37.62147(W)     ADJUSTED  
 KW2892* NAVD 88     -       269.2    (meters)     883.     (feet)  VERTCON   
 KW2892  ___________________________________________________________________
 KW2892  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 KW2892  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KW2892
 KW2892  HORZ ORDER  -  SECOND
 KW2892
 KW2892.The horizontal coordinates were established by classical geodetic methods
 KW2892.and adjusted by the National Geodetic Survey in June 2002..
 KW2892
 KW2892.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2892
 KW2892.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2892
 KW2892.The geoid height was determined by GEOID03.
 KW2892
 KW2892;                    North         East     Units Scale Factor Converg.
 KW2892;SPC PA S     -   117,938.840   590,623.226   MT  0.99995996   -0 04 18.0
 KW2892;SPC PA S     -   386,937.68  1,937,736.37   sFT  0.99995996   -0 04 18.0
 KW2892;UTM  18      - 4,475,579.825   257,230.836   MT  1.00032555   -1 51 16.7
 KW2892
 KW2892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2892!SPC PA S     -   0.99996308  x   0.99995996  =   0.99992304
 KW2892!UTM  18      -   0.99996308  x   1.00032555  =   1.00028862
 KW2892
 KW2892|---------------------------------------------------------------------|
 KW2892| PID    Reference Object                     Distance      Geod. Az  |
 KW2892|                                                           dddmmss.s |
 KW2892| CJ9926 HAMILTON RM 1                         4.901 METERS 06507     |
 KW2892| CJ9927 HAMILTON RM 2                         6.290 METERS 19229     |
 KW2892| CJ9925 HAMILTON AZ MK                                     3044359.5 |
 KW2892|---------------------------------------------------------------------|
 KW2892
 KW2892                          SUPERSEDED SURVEY CONTROL
 KW2892
 KW2892  NAD 83(1986)-  40 23 43.65251(N)    077 51 37.62983(W) AD(       ) 2
 KW2892  NAD 27      -  40 23 43.37460(N)    077 51 38.64584(W) AD(       ) 2
 KW2892  NGVD 29 (07/19/86)  269.4    (m)          884.     (f) VERT ANG       
 KW2892
 KW2892.Superseded values are not recommended for survey control.
 KW2892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2892.See file dsdata.txt to determine how the superseded data were derived.
 KW2892
 KW2892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK5723175580(NAD 83)
 KW2892_MARKER: DS = TRIANGULATION STATION DISK
 KW2892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2892_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW2892+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2004
 KW2892
 KW2892  HISTORY     - Date     Condition        Report By
 KW2892  HISTORY     - 1941     MONUMENTED       CGS
 KW2892  HISTORY     - 1967     GOOD             CGS
 KW2892  HISTORY     - 20041108 GOOD             USPSQD
 KW2892
 KW2892                          STATION DESCRIPTION
 KW2892
 KW2892'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KW2892'STATION IS ON A LOW BRUSH-COVERED HILL 1-1/2 MILES NE OF MOUNT UNION,
 KW2892'ON PROPERTY OWNED BY JOHN M. SHAVER WHO LIVES IN NEWTON
 KW2892'HAMILTON, PENNSYLVANIA.  MARK IS STAMPED HAMILTON 1941 AND PROJECTS 2
 KW2892'INCHES.
 KW2892'
 KW2892'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KW2892'BRONZE DISKS SET IN CONCRETE.
 KW2892'
 KW2892'REFERENCE MARK NO. 1 IS STAMPED HAMILTON NO. 1 1941 AND PROJECTS 3
 KW2892'INCHES.
 KW2892'
 KW2892'REFERENCE MARK NO. 2 IS STAMPED HAMILTON NO. 2 1941 AND PROJECTS 3
 KW2892'INCHES.
 KW2892'
 KW2892'AZIMUTH MARK IS AT THE NE EDGE OF THE NE FIELD OF J.C. KING, ABOUT 10
 KW2892'FEET BACK OF PLOWED GROUND AND ABOUT 3 FEET W OF AN OLD
 KW2892'FENCE POST AND ABOUT 8 FEET SW OF A 3-FOOT OAK TREE.  THE HILL BACK
 KW2892'OF THE MARK IS HEAVILY TIMBERED.
 KW2892'
 KW2892'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY 986 AND
 KW2892'U.S. HIGHWAY 22 DRIVE N ON A DIRT ROAD FOR 0.3 MILE, THEN
 KW2892'ENTER THE FARMYARD OF S.R. MCKIM, DRIVE THROUGH THE FARMYARD FOR 200
 KW2892'YARDS NORTHWARD TO THE UPPER END OF HIS ORCHARD.  THEN WALK
 KW2892'100 FEET W THEN N ALONG THE EDGE OF A FIELD ABOUT 100 YARDS TO THE
 KW2892'AZIMUTH MARK.
 KW2892'
 KW2892'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 22 AND U.S.
 KW2892'HIGHWAY 522 WHICH IS ABOUT 3/4 MILE W OF MOUNT UNION, GO
 KW2892'NORTHWARD OF U.S. HIGHWAYS 22 AND 522 FOR 1.05 MILES TO STATE HIGHWAY
 KW2892'986, TURN RIGHT ON HIGHWAY 986 AND GO 0.45 MILE TO DIRT ROAD,
 KW2892'RIGHT, AT A SMALL CABIN, TURN RIGHT ON DIRT ROAD AND GO 0.45 MILE TO
 KW2892'TRACK ROAD LEFT AT BEND IN ROAD, TURN LEFT AND GO 50 YARDS,
 KW2892'TURN SHARP LEFT FOLLOWING DIM TRAIL ROAD UPHILL ABOUT 100 YARDS TO
 KW2892'TOP OF HILL AND STATION.
 KW2892
 KW2892                          STATION RECOVERY (1967)
 KW2892
 KW2892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KW2892'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 KW2892'MARK WERE RECOVERED IN GOOD CONDITION.  THE DIRECTION TO
 KW2892'THE AZIMUTH MARK FAILED TO CHECK BY 7.5 SECONDS AND TO REFERENCE MARK
 KW2892'NO. 1 BY 2 MIN AND 09 SEC.  THE NUMBER 2 WAS OMITTED IN THE STAMPING
 KW2892'ON REFERENCE MARK NO. 2.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KW2892'
 KW2892'THE STATION IS LOCATED ABOUT 4 MILES EAST OF MAPLETON, 1.5 MILES
 KW2892'NORTHEAST OF MT. UNION, 0.5 MILE SOUTHEAST OF U.S.  HIGHWAYS 22
 KW2892'AND 522 AND ON A LOW BRUSH COVERED HILL.  THE PROPERTY IS OWNED BY
 KW2892'MR. MARSHAL SUNDERLAND.
 KW2892'
 KW2892'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 522 AND 22 AT
 KW2892'THE NORTH EDGE OF MT. UNION, GO EASTERLY ON U.S. HIGHWAYS
 KW2892'522 AND 22 FOR 1.1 MILES TO A CROSSROAD, TURN RIGHT AS PER SIGN
 KW2892'NEWTON HAMILTON AND GO SOUTHEAST ON THE PAVED ROAD FOR 0.35 MILE
 KW2892'TO A SIDE ROAD ON THE RIGHT, TURN RIGHT ON THE GRAVELED ROAD AND GO
 KW2892'SOUTHWEST FOR 0.4 MILE TO A TRACK ROAD ON THE LEFT, TURN LEFT ON THE
 KW2892'TRACK ROAD AND GO SOUTH FOR 0.05 MILE TO A DIM WOODS ROAD ON THE
 KW2892'LEFT, TURN LEFT ON THE WOODS ROAD AND GO NORTH-NORTHEAST FOR
 KW2892'0.05 MILE TO THE STATION.
 KW2892'
 KW2892'HEIGHT OF LIGHT ABOVE STATION MARK 87 FEET.
 KW2892'
 KW2892'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.5 MILES
 KW2892'NORTHEAST OF MT. UNION.
 KW2892
 KW2892                          STATION RECOVERY (2004)
 KW2892
 KW2892'RECOVERY NOTE BY US POWER SQUADRON 2004 (DPP)
 KW2892'HAMILTON, HAMILTON RM 1 AND HAMILTON RM 2 ALL FOUND IN GOOD CONDITION.
 KW2892' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3062 ***********************************************************************
 KW3062  DESIGNATION -  HAMLIN
 KW3062  PID         -  KW3062
 KW3062  STATE/COUNTY-  PA/BERKS
 KW3062  USGS QUAD   -  FREDERICKSBURG (1978)
 KW3062
 KW3062                         *CURRENT SURVEY CONTROL
 KW3062  ___________________________________________________________________
 KW3062* NAD 83(1992)-  40 27 57.96209(N)    076 22 43.35571(W)     ADJUSTED  
 KW3062* NAVD 88     -       200.3    (meters)     657.     (feet)  VERTCON   
 KW3062  ___________________________________________________________________
 KW3062  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 KW3062  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 KW3062
 KW3062  HORZ ORDER  -  SECOND
 KW3062
 KW3062.The horizontal coordinates were established by classical geodetic methods
 KW3062.and adjusted by the National Geodetic Survey in June 2002..
 KW3062
 KW3062.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW3062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW3062
 KW3062.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3062
 KW3062.The geoid height was determined by GEOID03.
 KW3062
 KW3062;                    North         East     Units Scale Factor Converg.
 KW3062;SPC PA S     -   126,679.817   716,290.305   MT  0.99995954   +0 53 22.9
 KW3062;SPC PA S     -   415,615.37  2,350,029.11   sFT  0.99995954   +0 53 22.9
 KW3062;UTM  18      - 4,480,404.689   383,116.006   MT  0.99976817   -0 53 41.6
 KW3062
 KW3062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3062!SPC PA S     -   0.99997399  x   0.99995954  =   0.99993353
 KW3062!UTM  18      -   0.99997399  x   0.99976817  =   0.99974217
 KW3062
 KW3062:                Primary Azimuth Mark                     Grid Az
 KW3062:SPC PA S     -  HAMLIN AZ MK 2                           118 21 51.6
 KW3062:UTM  18      -  HAMLIN AZ MK 2                           120 08 56.1
 KW3062
 KW3062|---------------------------------------------------------------------|
 KW3062| PID    Reference Object                     Distance      Geod. Az  |
 KW3062|                                                           dddmmss.s |
 KW3062| KW0503 HAMLIN AZ MK 2                                     1191514.5 |
 KW3062| CB3506 HAMLIN RM 1                          28.715 METERS 16351     |
 KW3062| CB3504 HAMLIN AZ MK                                       1741002.4 |
 KW3062| CB3507 HAMLIN RM 2                          28.167 METERS 26027     |
 KW3062|---------------------------------------------------------------------|
 KW3062
 KW3062                          SUPERSEDED SURVEY CONTROL
 KW3062
 KW3062  NAD 83(1986)-  40 27 57.95463(N)    076 22 43.36015(W) AD(       ) 2
 KW3062  NAD 27      -  40 27 57.62780(N)    076 22 44.51260(W) AD(       ) 2
 KW3062  NGVD 29 (07/19/86)  200.5    (m)          658.     (f) VERT ANG       
 KW3062
 KW3062.Superseded values are not recommended for survey control.
 KW3062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3062.See file dsdata.txt to determine how the superseded data were derived.
 KW3062
 KW3062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK8311680405(NAD 83)
 KW3062_MARKER: DS = TRIANGULATION STATION DISK
 KW3062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3062_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW3062+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2002
 KW3062
 KW3062  HISTORY     - Date     Condition        Report By
 KW3062  HISTORY     - 1942     MONUMENTED       CGS
 KW3062  HISTORY     - 1960     GOOD             CGS
 KW3062  HISTORY     - 1969     GOOD             CGS
 KW3062  HISTORY     - 20021219 GOOD             USPSQD
 KW3062  HISTORY     - 20040410 GOOD             GEOCAC
 KW3062
 KW3062                          STATION DESCRIPTION
 KW3062
 KW3062'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW3062'STATION IS LOCATED ABOUT 3 MILES NE OF FREDERICKSBURG, ABOUT 9 MILES
 KW3062'NNE OF LEBANON, ON THE PROPERTY OF MR. DANIAL MAY.  STATION IS
 KW3062'LOCATED IN THE NW CORNER OF THE PASTURE IN A FENCE CORNER.  MARK IS
 KW3062'12.5 FEET NW OF A TRIANGULAR-BLAZED CHERRY TREE, AND 18.5 FEET
 KW3062'SE OF ANOTHER TRIANGULAR-BLAZED MAPLE TREE.  MARK IS STAMPED HAMLIN
 KW3062'1942 AND PROJECTS ABOUT 5 INCHES.
 KW3062'
 KW3062'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS
 KW3062'SET IN CONCRETE.
 KW3062'
 KW3062'REFERENCE MARK NO. 1 IS ON A FENCE ROW S OF THE STATION, 4 FEET S OF
 KW3062'A CHERRY TREE.  MARK IS STAMPED HAMLIN NO. 1 1942 AND PROJECTS
 KW3062'ABOUT 7 INCHES.
 KW3062'
 KW3062'REFERENCE MARK NO. 2 IS IN A FENCE ROW W OF THE STATION ABOUT 3 FEET
 KW3062'N OF A 10-INCH CHERRY TREE.  MARK IS STAMPED HAMLIN NO. 2 1942 AND
 KW3062'PROJECTS ABOUT 3 INCHES.
 KW3062'
 KW3062'AZIMUTH MARK IS ON THE LEFT OR S SIDE OF THE COUNTY ROAD LEADING FROM
 KW3062'U.S. HIGHWAY 22 TO THE STATION AT A POINT ABOUT 0.05 MILE FROM THE
 KW3062'INTERSECTION OF THE ROADS.  MARK IS ABOUT 12 FEET E OF THE CENTER
 KW3062'LINE OF THE COUNTY ROAD, AND ABOUT 9 FEET S OF TELEPHONE POLE NO.
 KW3062'22.  MARK IS STAMPED HAMLIN 1942 AND PROJECTS ABOUT 4 INCHES.
 KW3062'
 KW3062'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 22 AND STATE
 KW3062'HIGHWAY 343 AT THE FIRST NATIONAL BANK IN FREDERICKSBURG
 KW3062'GO E ON U.S. HIGHWAY 22 FOR 2.85 MILES TO A CROSS ROAD AT THE COUNTY
 KW3062'LINE, TURN LEFT OR N AT A BRICK HOUSE ON THE LEFT AND GO 0.25
 KW3062'MILE TO A FORKS, TAKE RIGHT FORK AND GO 0.5 MILE TO MR. MAYS HOME ON
 KW3062'THE RIGHT.  TURN RIGHT AND DRIVE AROUND THE RIGHT SIDE OF THE
 KW3062'LARGER OF TWO BARNS.  TURN LEFT THROUGH A GATE AT THE REAR OF THE
 KW3062'BARN AND CONTINUE N FOR ABOUT 0.1 MILE ALONG A FENCE LINE TO STATION
 KW3062'ON THE TOP OF THE HILL IN THE PASTURE.  THERE ARE SEVERAL GATES
 KW3062'AND FENCE LINES TO OPEN BETWEEN THE BARN AND THE STATION.
 KW3062'
 KW3062'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KW3062
 KW3062                          STATION RECOVERY (1960)
 KW3062
 KW3062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW3062'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 KW3062'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED
 KW3062'IT IS BELIEVED TO HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.  A NEW
 KW3062'AZIMUTH MARK WAS ESTABLISHED AT THIS DATE.  THE DIRECTION TO
 KW3062'REFERENCE MARK 1 CHECKED WITH THE PREVIOUS DATA.  A SHORTER
 KW3062'MEASUREMENT OF 0.071 METER WAS NOTED TO REFERENCE MARK 1 AT THIS
 KW3062'DATE.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 2 CHECKED WITH
 KW3062'THE PREVIOUS DATA.  THE PREVIOUS DESCRIPTION OF THE TO REACH THE
 KW3062'STATION IS OBSOLETE.  A COMPLETE DESCRIPTION OF THE TO REACH THE
 KW3062'STATION AND ADDITIONAL NOTES FOLLOW.  THE PROPERTY IS NOW OWNED BY
 KW3062'MR. WILLIAM HOFFMAN.
 KW3062'
 KW3062'TO REACH THE STATION FROM THE FIRST NATIONAL BANK BUILDING AT THE
 KW3062'INTERSECTION OF STATE HIGHWAY 343 AND MAIN STREET IN
 KW3062'FREDERICKSBURG, GO SOUTHEAST ON MAIN STREET FOR 0.45 MILE TO THE
 KW3062'JUNCTION OF U.S. HIGHWAY 22, GO EAST ON U.S. HIGHWAY 22 FOR 2.4
 KW3062'MILE TO A CROSSROAD AND A SERVICE STATION IN THE SOUTHWEST ANGLE OF
 KW3062'THE INTERSECTION.  CONTINUE EAST ON U.S.  HIGHWAY 22 FOR 0.68 MILE TO
 KW3062'A CONCRETE BRIDGE AND THE AZIMUTH ON THE LEFT, NORTH, SIDE OF THE
 KW3062'HIGHWAY.  *TURN LEFT AND GO NORTH-NORTHWEST ON A BLACKTOP ROAD FOR
 KW3062'0.25 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO NORTH AND NORTHEAST
 KW3062'ON A BLACKTOP ROAD FOR 0.51 MILE TO MR. HOFFMANS FARM HOME ON
 KW3062'THE RIGHT.  TURN RIGHT ONTO A GRAVELED DRIVEWAY AND GO 0.02 MILE
 KW3062'TO A LARGE BARN AND A SILO.  PASS TO THE NORTH OF THE BARN AND SILO,
 KW3062'THENCE TO THE EAST SIDE OF THE BARN TO A WIRE GATE AT THE SOUTHEAST
 KW3062'CORNER OF THE BARN.  PASS THROUGH THE GATE AND GO EAST ALONG THE
 KW3062'SOUTH SIDE OF THE FENCE FOR ABOUT 100 FEET TO A FENCE CORNER,
 KW3062'THENCE TURN LEFT AND GO NORTH ALONG THE EAST SIDE OF THE FENCE FOR
 KW3062'0.03 MILE THENCE TURN RIGHT AND GO EAST ON A DIM TRACK ROAD FOR
 KW3062'0.05 MILE TO A FENCE CORNER, CONTINUE EAST ALONG THE SOUTH SIDE OF AN
 KW3062'EAST AND WEST FENCELINE FOR 0.1 MILE TO A FENCE CORNER AND THE
 KW3062'STATION.
 KW3062'
 KW3062'THE AZIMUTH MARK, A STANDARD DISK STAMPED HAMLIN 1960, IS CEMENTED IN
 KW3062'A DRILL HOLE IN TOP OF THE NORTH CONCRETE BRIDGE BANISTER AND AT
 KW3062'THE EAST END OF THE BANISTER.  THE MARK PROJECTS ABOUT 4.0 FEET ABOVE
 KW3062'THE SURFACE OF THE GROUND.  IT IS 23.0 FEET NORTH OF THE CENTERLINE
 KW3062'OF THE WEST BOUND TRAFFIC OF U.S. HIGHWAY 22 AND 8.0 INCHES EAST OF
 KW3062'THE EAST END OF THE BANISTER.
 KW3062
 KW3062                          STATION RECOVERY (1969)
 KW3062
 KW3062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KW3062'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION, AS
 KW3062'DESCRIBED IN 1960.  THE 1960 DESCRIPTION TO REACH STATION IS
 KW3062'ADEQUATE.
 KW3062'AIRLINE DISTANCE AND
 KW3062'DIRECTION FROM NEAREST TOWN- 3 MILES NORTHEAST OF FREDERICKSBURG.
 KW3062
 KW3062                          STATION RECOVERY (2002)
 KW3062
 KW3062'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW3062'RM1 AND RM2 INTACT.
 KW3062
 KW3062                          STATION RECOVERY (2004)
 KW3062
 KW3062'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW3062'DESCRIPTIONS ADEQUATE AS WRITTEN. ADDITIONAL INFORMATION...
 KW3062'A NEW FENCELINE HAS BEEN ERECTED APPROX 20 INSIDE THE PREVIOUS FENCE.
 KW3062'EVIDENCE OF THE OLD FENCE REMAINS.
 KW3062'STATION IS 25.5 FEET NORTHEAST OF THE NEW FENCELINE.
 KW3062'REFERENCE MARK NO. 1 IS 20 FEET EAST OF THE NEW FENCELINE.
 KW3062'REFERENCE MARK NO. 2 IS 22 FEET NORTH OF THE NEW FENCELINE.
 KW3062'BEST ACCESS TO ALL MARKS IS BY WALKING BETWEEN FENCELINES. NO VEHICLE
 KW3062'ACCESS BETWEEN FENCELINES IS POSSIBLE.
 KW3062'AZIMUTH MARK WAS NOT FOUND. CONSTRUCTION OF INTERSTATE 78 MAY HAVE
 KW3062'DESTROYED IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0503 ***********************************************************************
 KW0503  DESIGNATION -  HAMLIN AZ MK 2
 KW0503  PID         -  KW0503
 KW0503  STATE/COUNTY-  PA/BERKS
 KW0503  USGS QUAD   -  BETHEL (1992)
 KW0503
 KW0503                         *CURRENT SURVEY CONTROL
 KW0503  ___________________________________________________________________
 KW0503* NAD 83(1986)-  40 27 35.     (N)    076 21 53.     (W)     SCALED    
 KW0503* NAVD 88     -       145.082  (meters)     475.99   (feet)  ADJUSTED  
 KW0503  ___________________________________________________________________
 KW0503  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 KW0503  DYNAMIC HT  -         145.008 (meters)     475.75  (feet)  COMP
 KW0503  MODELED GRAV-     980,113.5   (mgal)                       NAVD 88
 KW0503
 KW0503  VERT ORDER  -  SECOND    CLASS 0
 KW0503
 KW0503.The horizontal coordinates were scaled from a topographic map and have
 KW0503.an estimated accuracy of +/- 6 seconds.
 KW0503
 KW0503.The orthometric height was determined by differential leveling
 KW0503.and adjusted by the National Geodetic Survey in June 1991..
 KW0503
 KW0503.The geoid height was determined by GEOID03.
 KW0503
 KW0503.The dynamic height is computed by dividing the NAVD 88
 KW0503.geopotential number by the normal gravity value computed on the
 KW0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0503.degrees latitude (g = 980.6199 gals.).
 KW0503
 KW0503.The modeled gravity was interpolated from observed gravity values.
 KW0503
 KW0503;                    North         East    Units  Estimated Accuracy
 KW0503;SPC PA S     -   125,990.      717,490.      MT  (+/- 180 meters Scaled)
 KW0503
 KW0503                          SUPERSEDED SURVEY CONTROL
 KW0503
 KW0503  NGVD 29 (??/??/??)  145.286  (m)          476.66   (f) ADJUSTED    2 0
 KW0503
 KW0503.Superseded values are not recommended for survey control.
 KW0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0503.See file dsdata.txt to determine how the superseded data were derived.
 KW0503
 KW0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK842796(NAD 83)
 KW0503_MARKER: DZ = AZIMUTH MARK DISK
 KW0503_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0503_SP_SET: BRIDGE
 KW0503_STAMPING: HAMLIN 1960
 KW0503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0503
 KW0503  HISTORY     - Date     Condition        Report By
 KW0503  HISTORY     - 1960     MONUMENTED       CGS
 KW0503  HISTORY     - 1969     GOOD             CGS
 KW0503  HISTORY     - 20021219 MARK NOT FOUND   USPSQD
 KW0503
 KW0503                          STATION DESCRIPTION
 KW0503
 KW0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0503'3.6 MI E FROM FREDERICKSBURG.
 KW0503'ABOUT 3.6 MILES EAST ALONG U.S. HIGHWAY 22 FROM THE JUNCTION
 KW0503'OF STATE HIGHWAY 343 AND U.S. HIGHWAY 22 AT FREDERICKSBURG,
 KW0503'ABOUT 0.7 MILE EAST OF THE BERKS-LEBANON COUNTY LINE, SET ON
 KW0503'TOP OF THE EAST END OF THE NORTH CONCRETE GUARD RAIL OF A
 KW0503'CONCRETE BRIDGE OVER CROSS KILL CREEK, 21 FEET NORTH OF THE
 KW0503'CENTER LINE OF THE WEST BOUND LANE OF U.S. HIGHWAY 22, 0.8
 KW0503'FOOT WEST OF THE EAST END OF THE GUARD RAIL AND 3 FEET ABOVE
 KW0503'THE LEVEL OF THE HIGHWAY.
 KW0503
 KW0503                          STATION RECOVERY (1969)
 KW0503
 KW0503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 KW0503'RECOVERED IN GOOD CONDITION.
 KW0503
 KW0503                          STATION RECOVERY (2002)
 KW0503
 KW0503'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW0503'BRIDGE WAS REPLACED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2245 ***********************************************************************
 KX2245  DESIGNATION -  HAMMELS
 KX2245  PID         -  KX2245
 KX2245  STATE/COUNTY-  PA/BLAIR
 KX2245  USGS QUAD   -  HOLLIDAYSBURG (1981)
 KX2245
 KX2245                         *CURRENT SURVEY CONTROL
 KX2245  ___________________________________________________________________
 KX2245* NAD 83(1992)-  40 24 31.15013(N)    078 25 34.36699(W)     ADJUSTED  
 KX2245* NAVD 88     -       446.9    (meters)    1466.     (feet)  VERTCON   
 KX2245  ___________________________________________________________________
 KX2245  LAPLACE CORR-          -4.83  (seconds)                    DEFLEC99
 KX2245  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KX2245
 KX2245  HORZ ORDER  -  SECOND
 KX2245
 KX2245.The horizontal coordinates were established by classical geodetic methods
 KX2245.and adjusted by the National Geodetic Survey in June 2002..
 KX2245
 KX2245.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2245
 KX2245.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2245
 KX2245.The geoid height was determined by GEOID03.
 KX2245
 KX2245;                    North         East     Units Scale Factor Converg.
 KX2245;SPC PA S     -   119,617.755   542,604.126   MT  0.99995977   -0 26 19.4
 KX2245;SPC PA S     -   392,445.92  1,780,193.70   sFT  0.99995977   -0 26 19.4
 KX2245;UTM  17      - 4,476,296.208   718,394.292   MT  1.00018715   +1 40 08.7
 KX2245
 KX2245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2245!SPC PA S     -   0.99993505  x   0.99995977  =   0.99989482
 KX2245!UTM  17      -   0.99993505  x   1.00018715  =   1.00012219
 KX2245
 KX2245:                Primary Azimuth Mark                     Grid Az
 KX2245:SPC PA S     -  HAMMELS AZ MK                            017 24 27.4
 KX2245:UTM  17      -  HAMMELS AZ MK                            015 17 59.3
 KX2245
 KX2245|---------------------------------------------------------------------|
 KX2245| PID    Reference Object                     Distance      Geod. Az  |
 KX2245|                                                           dddmmss.s |
 KX2245| KX0371 HAMMELS AZ MK                                      0165808.0 |
 KX2245| CJ9932 HAMMELS RM 1                         11.137 METERS 07602     |
 KX2245| CJ9933 HAMMELS RM 2                          5.100 METERS 24330     |
 KX2245|---------------------------------------------------------------------|
 KX2245
 KX2245                          SUPERSEDED SURVEY CONTROL
 KX2245
 KX2245  NAD 83(1986)-  40 24 31.15659(N)    078 25 34.37873(W) AD(       ) 2
 KX2245  NAD 27      -  40 24 30.89293(N)    078 25 35.32893(W) AD(       ) 2
 KX2245  NGVD 29 (07/19/86)  447.1    (m)         1467.     (f) VERT ANG       
 KX2245
 KX2245.Superseded values are not recommended for survey control.
 KX2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2245.See file dsdata.txt to determine how the superseded data were derived.
 KX2245
 KX2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE1839476296(NAD 83)
 KX2245_MARKER: DS = TRIANGULATION STATION DISK
 KX2245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2245_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KX2245_STAMPING: HAMMELS 1966
 KX2245_MARK LOGO: CGS   
 KX2245_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX2245+STABILITY: SURFACE MOTION
 KX2245
 KX2245  HISTORY     - Date     Condition        Report By
 KX2245  HISTORY     - 1967     MONUMENTED       CGS
 KX2245  HISTORY     - 1967     MARK NOT FOUND   PADT
 KX2245  HISTORY     - 20030101 GOOD             NGS
 KX2245
 KX2245                          STATION DESCRIPTION
 KX2245
 KX2245'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2245'THE STATION IS LOCATED ABOUT 2-1/4 AIRLINE MILES SOUTHWEST OF
 KX2245'HOLLIDAYSBURG, ABOUT 1-1/4 AIRLINE MILES SOUTH OF
 KX2245'DUNCANSVILLE AND 1-1/4 AIRLINE MILES EAST OF NEWRY.  IT IS ON THE TOP
 KX2245'OF A LOW HILL WHICH IS THE HIGHEST POINT IN THE VICINITY AND
 KX2245'THE PROPERTY IS OWNED BY MR. FLOYD BAKER.
 KX2245'
 KX2245'TO REACH THE STATION FROM THE POST OFFICE IN DUNCANSVILLE, GO
 KX2245'WESTERLY ON U.S. HIGHWAY 22 FOR 0.25 MILE TO A CROSS ROAD.
 KX2245'TURN LEFT AND GO SOUTH ON U.S. HIGHWAY 220 FOR 1.0 MILES TO A SIDE
 KX2245'ROAD LEFT.  TURN LEFT AND GO EAST ON A PAVED ROAD FOR 0.5
 KX2245'MILE TO A GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE AND
 KX2245'GO SOUTH ON A BLADED ROAD FOR 0.2 MILE TO A GATE ON THE TOP
 KX2245'OF A HILL.
 KX2245'PASS THROUGH THE GATE AND GO SOUTH, EAST AND SOUTH ON A BLADED ROAD
 KX2245'FOR 0.15 MILE TO THE SOUTHWEST EDGE OF A WOODED AREA.  TURN LEFT
 KX2245'AND GO EAST AND NORTH PASSING TO THE SOUTHEAST SIDE OF THE WOODED
 KX2245'AREA FOR 0.1 MILE TO A FENCE LINE AND THE STATION.
 KX2245'
 KX2245'THE STATION MARK IS 75 FEET EAST OF THE WOODED AREA, 10.4 FEET WEST
 KX2245'OF A WITNESS POST AND 3 FEET NORTH OF THE WIRE FENCE.  THE MARK
 KX2245'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH ROUND CONCRETE
 KX2245'MONUMENT WHICH IS FLUSH WITH THE SURFACE AND IT IS STAMPED
 KX2245'HAMMELS 1966.
 KX2245'
 KX2245'REFERENCE MARK NO. 1 IS 25 FEET EAST OF THE WITNESS POST AND 3.2 FEET
 KX2245'NORTH OF THE WIRE FENCE.  THE MARK IS A STANDARD DISK SET
 KX2245'IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH
 KX2245'THE SURFACE AND IT IS STAMPED HAMMELS NO 1 1966.
 KX2245'
 KX2245'REFERENCE MARK NO. 2 IS 27 FEET WEST OF THE WITNESS POST AND 1.6 FEET
 KX2245'SOUTH OF THE WIRE FENCE.  THE MARK IS A STANDARD DISK SET
 KX2245'IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH
 KX2245'THE SURFACE AND IT IS STAMPED HAMMELS NO 2 1966.
 KX2245'
 KX2245'THE AZIMUTH MARK IS 21.5 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 KX2245'220, 1.0 FOOT WEST OF A SIGN W AND IN THE NORTH EDGE OF THE
 KX2245'CRANE CO. PARKING LOT.  THE MARK IS A STANDARD DISK SET IN THE TOP OF
 KX2245'A 10-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES AND
 KX2245'IT IS STAMPED HAMMELS 1966.
 KX2245'
 KX2245'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN DUNCANSVILLE, GO
 KX2245'EAST ON U.S. HIGHWAY 22 AND 220 FOR 1.0 MILE TO A SIDE ROAD LEFT.
 KX2245'TURN LEFT AND GO NORTH ON U.S. HIGHWAY 220 FOR 0.05 MILE TO THE MARK
 KX2245'ON THE LEFT, WEST SIDE OF U.S. HIGHWAY 220.
 KX2245
 KX2245                          STATION RECOVERY (1967)
 KX2245
 KX2245'RECOVERY NOTE BY PA DEPT OF TRANSP 1967
 KX2245'HAMMELS AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 KX2245'
 KX2245'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1 MILE EAST OF
 KX2245'DUNCANSVILLE.
 KX2245
 KX2245                          STATION RECOVERY (2003)
 KX2245
 KX2245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DBH)
 KX2245'MARK WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0371 ***********************************************************************
 KX0371  DESIGNATION -  HAMMELS AZ MK
 KX0371  PID         -  KX0371
 KX0371  STATE/COUNTY-  PA/BLAIR
 KX0371  USGS QUAD   -  HOLLIDAYSBURG (1981)
 KX0371
 KX0371                         *CURRENT SURVEY CONTROL
 KX0371  ___________________________________________________________________
 KX0371* NAD 83(1986)-  40 25 43.     (N)    078 25 05.     (W)     SCALED    
 KX0371* NAVD 88     -       299.011  (meters)     981.01   (feet)  ADJUSTED  
 KX0371  ___________________________________________________________________
 KX0371  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 KX0371  DYNAMIC HT  -         298.854 (meters)     980.49  (feet)  COMP
 KX0371  MODELED GRAV-     980,092.4   (mgal)                       NAVD 88
 KX0371
 KX0371  VERT ORDER  -  SECOND    CLASS 0
 KX0371
 KX0371.The horizontal coordinates were scaled from a topographic map and have
 KX0371.an estimated accuracy of +/- 6 seconds.
 KX0371
 KX0371.The orthometric height was determined by differential leveling
 KX0371.and adjusted by the National Geodetic Survey in June 1991..
 KX0371
 KX0371.The geoid height was determined by GEOID03.
 KX0371
 KX0371.The dynamic height is computed by dividing the NAVD 88
 KX0371.geopotential number by the normal gravity value computed on the
 KX0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0371.degrees latitude (g = 980.6199 gals.).
 KX0371
 KX0371.The modeled gravity was interpolated from observed gravity values.
 KX0371
 KX0371;                    North         East    Units  Estimated Accuracy
 KX0371;SPC PA S     -   121,830.      543,310.      MT  (+/- 180 meters Scaled)
 KX0371
 KX0371                          SUPERSEDED SURVEY CONTROL
 KX0371
 KX0371  NGVD 29 (??/??/92)  299.175  (m)          981.54   (f) ADJ UNCH    2 0
 KX0371
 KX0371.Superseded values are not recommended for survey control.
 KX0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0371.See file dsdata.txt to determine how the superseded data were derived.
 KX0371
 KX0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE190785(NAD 83)
 KX0371_MARKER: DZ = AZIMUTH MARK DISK
 KX0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0371_STAMPING: HAMMELS 1966
 KX0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0371+STABILITY: SURFACE MOTION
 KX0371
 KX0371  HISTORY     - Date     Condition        Report By
 KX0371  HISTORY     - 1967     MONUMENTED       CGS
 KX0371  HISTORY     - 1967     GOOD             NGS
 KX0371  HISTORY     - 20030101 MARK NOT FOUND   NGS
 KX0371
 KX0371                          STATION DESCRIPTION
 KX0371
 KX0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0371'1 MI E FROM DUNCANSVILLE.
 KX0371'1.0 MILES EAST ALONG U.S. HIGHWAYS 22 AND 220 FROM THE POST
 KX0371'OFFICE IN DUNCANSVILLE TO THE JUNCTION OF U.S. HIGHWAYS 22 AND
 KX0371'220, THENCE NORTH ALONG U.S. HIGHWAY 220 0.05 MILE, 21.5 FEET
 KX0371'WEST OF THE CENTERLINE OF HIGHWAY, 1.0 FOOT WEST OF A HIGHWAY
 KX0371'DIRECTION SIGN, SET IN THE TOP OF A CONCRETE POST PROJECTING
 KX0371'2-INCHES AND IN THE NORTH EDGE OF THE CRANE CO. PARKING LOT
 KX0371'AND IS ABOUT LEVEL WITH THE HIGHWAY.
 KX0371
 KX0371                          STATION RECOVERY (2003)
 KX0371
 KX0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DBH)
 KX0371'MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0183 ***********************************************************************
 ND0183  DESIGNATION -  HAMMERMILL LSC 1975
 ND0183  PID         -  ND0183
 ND0183  STATE/COUNTY-  PA/ERIE
 ND0183  USGS QUAD   -  ERIE NORTH (1996)
 ND0183
 ND0183                         *CURRENT SURVEY CONTROL
 ND0183  ___________________________________________________________________
 ND0183* NAD 83(1992)-  42 08 46.46565(N)    080 03 27.51957(W)     ADJUSTED  
 ND0183* NAVD 88     -       180.     (meters)     591.     (feet)  VERTCON   
 ND0183  ___________________________________________________________________
 ND0183  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 ND0183  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 ND0183
 ND0183  HORZ ORDER  -  SECOND
 ND0183
 ND0183.The horizontal coordinates were established by classical geodetic methods
 ND0183.and adjusted by the National Geodetic Survey in June 2002..
 ND0183
 ND0183.The NAVD 88 height was computed by applying the VERTCON shift value to
 ND0183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ND0183
 ND0183.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0183
 ND0183.The geoid height was determined by GEOID03.
 ND0183
 ND0183;                    North         East     Units Scale Factor Converg.
 ND0183;SPC PA N     -   222,390.211   409,263.662   MT  1.00003775   -1 31 35.8
 ND0183;SPC PA N     -   729,625.22  1,342,725.86   sFT  1.00003775   -1 31 35.8
 ND0183;UTM  17      - 4,666,443.042   577,865.064   MT  0.99967460   +0 37 56.6
 ND0183
 ND0183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ND0183!SPC PA N     -   0.99997727  x   1.00003775  =   1.00001502
 ND0183!UTM  17      -   0.99997727  x   0.99967460  =   0.99965188
 ND0183
 ND0183|---------------------------------------------------------------------|
 ND0183| PID    Reference Object                     Distance      Geod. Az  |
 ND0183|                                                           dddmmss.s |
 ND0183| ND0185 ERIE HAMMERMILL PAPER CO S STK       94.609 METERS 21123     |
 ND0183| ND0184 ERIE HAMMERMILL PAPER NE STK         44.742 METERS 22116     |
 ND0183| ND0186 ERIE HAMMERMILL PAPER SW STK         70.816 METERS 23000     |
 ND0183| ND0188 ERIE INTERLAKE STEEL CO STACK       APPROX. 1.1 KM 2552824.1 |
 ND0183| ND0194 ERIE HBR INNER RNG R LT             APPROX. 1.9 KM 2935928.4 |
 ND0183|---------------------------------------------------------------------|
 ND0183
 ND0183                          SUPERSEDED SURVEY CONTROL
 ND0183
 ND0183  NAD 83(1996)-  42 08 46.46740(N)    080 03 27.51969(W) AD(       ) 2
 ND0183  NAD 83(1995)-  42 08 46.46704(N)    080 03 27.51749(W) AD(       ) 2
 ND0183  NAD 83(1986)-  42 08 46.46784(N)    080 03 27.51794(W) AD(       ) 2
 ND0183  NAD 27      -  42 08 46.23422(N)    080 03 28.26381(W) AD(       ) 2
 ND0183  NGVD 29 (07/19/86)  180.     (m)          591.     (f) VERT ANG       
 ND0183
 ND0183.Superseded values are not recommended for survey control.
 ND0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0183.See file dsdata.txt to determine how the superseded data were derived.
 ND0183
 ND0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7786566443(NAD 83)
 ND0183_MARKER: DS = TRIANGULATION STATION DISK
 ND0183_SETTING: 0 = UNSPECIFIED SETTING
 ND0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ND0183
 ND0183  HISTORY     - Date     Condition        Report By
 ND0183  HISTORY     - 1975     MONUMENTED       USLS
 ND0183
 ND0183                          STATION DESCRIPTION
 ND0183
 ND0183'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 ND0183'THIRD ORDER, CLASS I, EODM TRAVERSE STATION - POSITIONED DIRECT BY
 ND0183'RANGE/AZIMUTH OBSERVATIONS FROM ERIE HARBOR LSC, 1975
 ND0183'
 ND0183'STATION IS LOCATED ABOUT 2 MILES EAST OF DOWNTOWN ERIE, PA. ON
 ND0183'THE PRIVATE PROPERTY OF THE HAMMERMILL PAPER COMPANY ON THE LAKE
 ND0183'ERIE SHORE.
 ND0183'
 ND0183'TO REACH FROM THE DOWNTOWN SECTION OF ERIE (PERRY SQUARE),
 ND0183'TRAVEL EAST ON PA. ALT. RTE. 5, 1.8 MILES TO THE HAMMERMILL PAPER
 ND0183'COMPANYS MAIN ENTRANCE ROAD.  TURN LEFT, NORTH, AND PROCEED 300
 ND0183'YARDS TO THE MAIN GATE.  CONTINUE FOR 30 YARDS BEYOND GATE, TURN
 ND0183'LEFT, WEST, AND PROCEED 200 YARDS BEFORE TURNING RIGHT, NORTH,
 ND0183'AND AND 300 YARDS TOWARDS THE LAKE ERIE SHORE.  AT ROADS END,
 ND0183'TURN RIGHT, EAST, AND PROCEED 100 YARDS TO A STEEP WINDING
 ND0183'ROAD ON THE LEFT, DOWN TO THE PLANTS WATER PUMPING
 ND0183'FACILITIES.  AT THIS POINT, THERE WILL BE A LARGE BRICK
 ND0183'BUILDING WITH THREE STACKS ON YOUR LEFT, AND A SMALL BLOCK
 ND0183'BUILDING ON YOUR RIGHT.  CONTINUE ON FOOT DOWN ONE FLIGHT OF STAIRS
 ND0183'TO THE WATER SCREEN BUILDING AND THE STATION ON ITS ROOF.
 ND0183'
 ND0183'STATION IS A STANDARD NOS BRONZE DISK STAMPED HAMMERMILL LSC
 ND0183'1975, EPOXIED TO THE ROOF, AND IS 9.3 FEET SOUTHWEST OF THE
 ND0183'NORTHEAST CORNER.  29.2 FEET SOUTHEAST OF THE NORTHWEST
 ND0183'CORNER.  AND 40.15 FEET NORTHEAST OF THE SOUTHWEST CORNER OF
 ND0183'THE ROOF.
 ND0183'
 ND0183'NO REFERENCE MARKS WERE SET.  STATION AFFORDS UNOBSTRUCTED
 ND0183'VISIBILITY TO ALL POINTS SEAWARD.
 ND0183'
 ND0183'FOR PERMISSION TO ACCESS, SEE MR. TIM COLLINS, (814)456-8811
 ND0183'EXT. 485 AT THE ADMINISTRATION BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0674 ***********************************************************************
 NC0674  DESIGNATION -  HAMMOND
 NC0674  PID         -  NC0674
 NC0674  STATE/COUNTY-  PA/ERIE
 NC0674  USGS QUAD   -  WATTSBURG (1970)
 NC0674
 NC0674                         *CURRENT SURVEY CONTROL
 NC0674  ___________________________________________________________________
 NC0674* NAD 83(1992)-  42 15 00.98954(N)    079 45 56.87519(W)     ADJUSTED  
 NC0674* NAVD 88     -       223.815  (meters)     734.30   (feet)  ADJUSTED  
 NC0674  ___________________________________________________________________
 NC0674  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 NC0674  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 NC0674  DYNAMIC HT  -         223.737 (meters)     734.04  (feet)  COMP
 NC0674  MODELED GRAV-     980,268.2   (mgal)                       NAVD 88
 NC0674
 NC0674  HORZ ORDER  -  SECOND
 NC0674  VERT ORDER  -  SECOND    CLASS 0
 NC0674
 NC0674.The horizontal coordinates were established by classical geodetic methods
 NC0674.and adjusted by the National Geodetic Survey in June 2002..
 NC0674
 NC0674.The orthometric height was determined by differential leveling
 NC0674.and adjusted by the National Geodetic Survey in June 1991..
 NC0674
 NC0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC0674
 NC0674.The geoid height was determined by GEOID03.
 NC0674
 NC0674.The dynamic height is computed by dividing the NAVD 88
 NC0674.geopotential number by the normal gravity value computed on the
 NC0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0674.degrees latitude (g = 980.6199 gals.).
 NC0674
 NC0674.The modeled gravity was interpolated from observed gravity values.
 NC0674
 NC0674;                    North         East     Units Scale Factor Converg.
 NC0674;SPC PA N     -   233,341.418   433,650.186   MT  1.00006256   -1 20 00.7
 NC0674;SPC PA N     -   765,554.30  1,422,733.99   sFT  1.00006256   -1 20 00.7
 NC0674;UTM  17      - 4,678,301.926   601,812.887   MT  0.99972754   +0 49 47.7
 NC0674
 NC0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC0674!SPC PA N     -   0.99997036  x   1.00006256  =   1.00003292
 NC0674!UTM  17      -   0.99997036  x   0.99972754  =   0.99969791
 NC0674
 NC0674:                Primary Azimuth Mark                     Grid Az
 NC0674:SPC PA N     -  HAMMOND AZ MK                            059 59 40.6
 NC0674:UTM  17      -  HAMMOND AZ MK                            057 49 52.2
 NC0674
 NC0674|---------------------------------------------------------------------|
 NC0674| PID    Reference Object                     Distance      Geod. Az  |
 NC0674|                                                           dddmmss.s |
 NC0674| CZ9501 HAMMOND AZ MK                                      0583939.9 |
 NC0674| NC1777 WATTLESBURG ATT MICROWAVE MAST      APPROX. 8.9 KM 0994536.9 |
 NC0674| NC0673 HAMMOND RM 2                         21.415 METERS 17950     |
 NC0674| NC0675 HAMMOND RM 1                         23.019 METERS 35950     |
 NC0674|---------------------------------------------------------------------|
 NC0674
 NC0674                          SUPERSEDED SURVEY CONTROL
 NC0674
 NC0674  NAD 83(1996)-  42 15 00.99003(N)    079 45 56.87497(W) AD(       ) 2
 NC0674  NAD 83(1995)-  42 15 00.99809(N)    079 45 56.86248(W) AD(       ) 2
 NC0674  NAD 83(1986)-  42 15 00.99936(N)    079 45 56.86338(W) AD(       ) 2
 NC0674  NAD 27      -  42 15 00.79070(N)    079 45 57.69840(W) AD(       ) 2
 NC0674  NGVD 29 (??/??/92)  223.985  (m)          734.86   (f) ADJ UNCH    2 0
 NC0674
 NC0674.Superseded values are not recommended for survey control.
 NC0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0674.See file dsdata.txt to determine how the superseded data were derived.
 NC0674
 NC0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG0181378302(NAD 83)
 NC0674_MARKER: DB = BENCH MARK DISK
 NC0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC0674_STAMPING: HAMMOND 1961
 NC0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0674+STABILITY: SURFACE MOTION
 NC0674
 NC0674  HISTORY     - Date     Condition        Report By
 NC0674  HISTORY     - 1961     MONUMENTED       CGS
 NC0674  HISTORY     - 1961     GOOD             CGS
 NC0674  HISTORY     - 20051015 MARK NOT FOUND   USPSQD
 NC0674
 NC0674                          STATION DESCRIPTION
 NC0674
 NC0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 NC0674'THE STATION IS LOCATED ON A LOW HILL ABOUT 0.7 MILE WEST OF THE NEW
 NC0674'YORK AND PENNSYLVANIA STATE LINE, ABOUT 3.0 MILES
 NC0674'WEST-SOUTHWEST OF RIPLEY NEW YORK, 5.0 MILES NORTHEAST OF NORTH EAST,
 NC0674'PENNSYLVANIA AND ON PROPERTY OWNED BY MR. L.P. HAMMOND.
 NC0674'
 NC0674'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE
 NC0674'HIGHWAY 89, GO EASTERLY ON U.S. HIGHWAY 20 FOR 2.9 MILES TO
 NC0674'THE JUNCTION OF INTERSTATE HIGHWAY 90, CONTINUE THROUGH THE UNDERPASS
 NC0674'AND BEAR RIGHT ON THE EAST BOUND RAMP AND GO EAST ON
 NC0674'INTERSTATE HIGHWAY 90 FOR 1.45 MILES TO A FIELD ROAD LEFT AT THE WEST
 NC0674'EDGE OF A CHERRY TREE HARBOR, THIS POINT IS ABOUT 0.7 MILE
 NC0674'WEST OF THE NEW YORK AND PENNSYLVANIA STATE LINE, TURN LEFT AND GO
 NC0674'NORTHWEST ON THE FIELD ROAD FOR ABOUT 0.1 MILE TO THE SOUTH
 NC0674'EDGE OF A GRAPE HARBOR, TURN LEFT AND GO SOUTHWEST ALONG
 NC0674'THE SOUTH SIDE OF THE GRAPE HARBOR FOR ABOUT 234.0 FEET TO THE
 NC0674'STATION AS DESCRIBED.
 NC0674'
 NC0674'THE STATION MARK, A STANDARD DISK STAMPED HAMMOND 1961, IS SET IN TOP
 NC0674'OF A 12-INCH CONCRETE CYLINDER, WHICH IS ABOUT 12 INCHES
 NC0674'BELOW THE SURFACE OF THE GROUND.  IT IS 16.3 FEET EAST OF A STANDARD
 NC0674'METAL WITNESS POST AND MARKER, 247.0 FEET WEST-NORTHWEST
 NC0674'OF THE CENTERLINE OF THE WEST BOUND TRAFFIC LANE OF INTERSTATE
 NC0674'HIGHWAY 90 AND 234.0 FEET SOUTH OF THE FIELD ROAD.
 NC0674'
 NC0674'REFERENCE MARK 1, A STANDARD DISK STAMPED HAMMOND NO 1 1961, IS SET
 NC0674'IN TOP OF A 12-INCH CONCRETE CYLINDER, WHICH IS ABOUT 8 INCHES
 NC0674'BELOW THE SURFACE OF THE GROUND.  IT IS 74.6 FEET NORTH-NORTHEAST OF
 NC0674'THE STANDARD METAL WITNESS POST AND MARKER, 158.5 FEET
 NC0674'SOUTH OF THE FIELD ROAD AND 292.0 FEET NORTHWEST OF THE CENTERLINE OF
 NC0674'THE WEST BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 90.
 NC0674'
 NC0674'REFERENCE MARK 2, A STANDARD DISK STAMPED HAMMOND NO 2 1961, IS SET
 NC0674'IN TOP OF A 12-INCH CONCRETE CYLINDER, WHICH IS ABOUT 8 INCHES
 NC0674'BELOW THE SURFACE OF THE GROUND.  IT IS 74.6 FEET SOUTH-SOUTHEAST OF
 NC0674'A STANDARD METAL WITNESS POST AND MARKER, 196.0 FEET
 NC0674'WEST-NORTHWEST OF THE CENTERLINE OF THE WEST BOUND TRAFFIC LANE OF
 NC0674'INTERSTATE HIGHWAY 90 AND 304.0 FEET SOUTH OF THE FIELD ROAD.
 NC0674'
 NC0674'THE AZIMUTH MARK, A STANDARD DISK STAMPED HAMMOND 1961, IS SET IN A
 NC0674'DRILL HOLE IN THE HEADWALL OF A CONCRETE CULVERT WHICH IS
 NC0674'ABOUT 2.0 FEET LOWER THAN THE LEVEL OF THE HIGHWAY.  IT IS 2.0 FEET
 NC0674'SOUTH OF A STANDARD METAL WITNESS POST AND MARKER, 37.0
 NC0674'FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE
 NC0674'OF INTERSTATE HIGHWAY 90, 6.0 INCHES SOUTHWEST OF THE
 NC0674'NORTHEAST END OF THE HEADWALL AND 237.6 FEET WEST-SOUTHWEST OF A
 NC0674'GREEN SIGN BOARD WELCOME TO NEW YORK.
 NC0674'
 NC0674'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR ABOUT 234.0
 NC0674'FEET TO THE FIELD ROAD, TURN RIGHT AND GO EAST ON THE FIELD ROAD
 NC0674'FOR 0.1 MILE TO INTERSTATE HIGHWAY 90, CROSS THE HIGHWAY AND GO EAST
 NC0674'ON INTERSTATE HIGHWAY 90 FOR ABOUT 0.15 MILE TO THE AZIMUTH
 NC0674'MARK ON THE LEFT, NORTH, SIDE OF THE HIGHWAY.
 NC0674'
 NC0674'HEIGHT OF LIGHT ABOVE STATION MARK 31.04 METERS.
 NC0674
 NC0674                          STATION RECOVERY (1961)
 NC0674
 NC0674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 NC0674'7.88 MI SE FROM NORTHEAST.
 NC0674'ABOUT 2.27 MILES SOUTH ALONG STATE HIGHWAY 89 FROM THE PUBLIC SCHOOL
 NC0674'NO 1 IN NORTHEAST TO THE INTERCHANGE BRIDGE OF INTERSTATE HIGHWAY 90
 NC0674'AND STATE HIGHWAY 89, THENCE 5.61 MILES EAST ALONG INTERSTATE HIGHWAY
 NC0674'90, 247.0 FEET NORTHWEST OF THE CENTERLINE OF THE WEST BOUND TRAFFIC
 NC0674'LANE OF INTERSTATE HIGHWAY 90, 16.3 FEET EAST OF A STANDARD METAL
 NC0674'WITNESS POST AND MARKER AND 10.0 FEET SOUTH OF A DIELD ROAD.  SET IN
 NC0674'TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS ABOUT 12-INCHES BELOW THE
 NC0674'LEVEL OF THE SURFACE OF THE GROUND.
 NC0674
 NC0674                          STATION RECOVERY (2005)
 NC0674
 NC0674'RECOVERY NOTE BY US POWER SQUADRON 2005 (PR)
 NC0674'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0675 ***********************************************************************
 NC0675  DESIGNATION -  HAMMOND RM 1
 NC0675  PID         -  NC0675
 NC0675  STATE/COUNTY-  PA/ERIE
 NC0675  USGS QUAD   -  WATTSBURG (1970)
 NC0675
 NC0675                         *CURRENT SURVEY CONTROL
 NC0675  ___________________________________________________________________
 NC0675* NAD 83(1986)-  42 15 00.     (N)    079 45 56.     (W)     SCALED    
 NC0675* NAVD 88     -       222.761  (meters)     730.84   (feet)  ADJUSTED  
 NC0675  ___________________________________________________________________
 NC0675  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 NC0675  DYNAMIC HT  -         222.683 (meters)     730.59  (feet)  COMP
 NC0675  MODELED GRAV-     980,268.2   (mgal)                       NAVD 88
 NC0675
 NC0675  VERT ORDER  -  SECOND    CLASS 0
 NC0675
 NC0675.The horizontal coordinates were scaled from a topographic map and have
 NC0675.an estimated accuracy of +/- 6 seconds.
 NC0675
 NC0675.The orthometric height was determined by differential leveling
 NC0675.and adjusted by the National Geodetic Survey in June 1991..
 NC0675
 NC0675.The geoid height was determined by GEOID03.
 NC0675
 NC0675.The dynamic height is computed by dividing the NAVD 88
 NC0675.geopotential number by the normal gravity value computed on the
 NC0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0675.degrees latitude (g = 980.6199 gals.).
 NC0675
 NC0675.The modeled gravity was interpolated from observed gravity values.
 NC0675
 NC0675;                    North         East    Units  Estimated Accuracy
 NC0675;SPC PA N     -   233,310.      433,670.      MT  (+/- 180 meters Scaled)
 NC0675
 NC0675                          SUPERSEDED SURVEY CONTROL
 NC0675
 NC0675  NGVD 29 (??/??/92)  222.930  (m)          731.40   (f) ADJ UNCH    2 0
 NC0675
 NC0675.Superseded values are not recommended for survey control.
 NC0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0675.See file dsdata.txt to determine how the superseded data were derived.
 NC0675
 NC0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG018782(NAD 83)
 NC0675_MARKER: DR = REFERENCE MARK DISK
 NC0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC0675_STAMPING: HAMMOND NO 1 1961
 NC0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0675+STABILITY: SURFACE MOTION
 NC0675
 NC0675  HISTORY     - Date     Condition        Report By
 NC0675  HISTORY     - 1961     MONUMENTED       CGS
 NC0675  HISTORY     - 20051015 MARK NOT FOUND   USPSQD
 NC0675
 NC0675                          STATION DESCRIPTION
 NC0675
 NC0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 NC0675'7.88 MI SE FROM NORTHEAST.
 NC0675'ABOUT 2.27 MILES SOUTH ALONG STATE HIGHWAY 89 FROM THE PUBLIC SCHOOL
 NC0675'NO 1 IN NORTHEAST TO THE INTERCHANGE BRIDGE OF INTERSTATE HIGHWAY 90
 NC0675'AND STATE HIGHWAY 89, THENCE 5.61 MILES EAST ALONG INTERSTATE HIGHWAY
 NC0675'90, 292.0 FEET NORTHWEST OF THE CENTERLINE OF INTERSTATE HIGHWAY 90,
 NC0675'158.5 FEET SOUTH OF A FIELD ROAD, 75.5 FEET NORTH OF THE STATION MARK
 NC0675'AND 74.6 FEET NORTHEAST OF A STANDARD METAL WITNESS POST AND MARKER.
 NC0675'SET IN TOP OF A 12-INCH CONCRETE CYLINDER ABOUT 12 INCHES BELOW THE
 NC0675'SURFACE OF THE GROUND.
 NC0675
 NC0675                          STATION RECOVERY (2005)
 NC0675
 NC0675'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH)
 NC0675'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0673 ***********************************************************************
 NC0673  DESIGNATION -  HAMMOND RM 2
 NC0673  PID         -  NC0673
 NC0673  STATE/COUNTY-  PA/ERIE
 NC0673  USGS QUAD   -  WATTSBURG (1970)
 NC0673
 NC0673                         *CURRENT SURVEY CONTROL
 NC0673  ___________________________________________________________________
 NC0673* NAD 83(1986)-  42 15 00.     (N)    079 45 55.     (W)     SCALED    
 NC0673* NAVD 88     -       224.068  (meters)     735.13   (feet)  ADJUSTED  
 NC0673  ___________________________________________________________________
 NC0673  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 NC0673  DYNAMIC HT  -         223.990 (meters)     734.87  (feet)  COMP
 NC0673  MODELED GRAV-     980,268.1   (mgal)                       NAVD 88
 NC0673
 NC0673  VERT ORDER  -  SECOND    CLASS 0
 NC0673
 NC0673.The horizontal coordinates were scaled from a topographic map and have
 NC0673.an estimated accuracy of +/- 6 seconds.
 NC0673
 NC0673.The orthometric height was determined by differential leveling
 NC0673.and adjusted by the National Geodetic Survey in June 1991..
 NC0673
 NC0673.The geoid height was determined by GEOID03.
 NC0673
 NC0673.The dynamic height is computed by dividing the NAVD 88
 NC0673.geopotential number by the normal gravity value computed on the
 NC0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0673.degrees latitude (g = 980.6199 gals.).
 NC0673
 NC0673.The modeled gravity was interpolated from observed gravity values.
 NC0673
 NC0673;                    North         East    Units  Estimated Accuracy
 NC0673;SPC PA N     -   233,310.      433,690.      MT  (+/- 180 meters Scaled)
 NC0673
 NC0673                          SUPERSEDED SURVEY CONTROL
 NC0673
 NC0673  NGVD 29 (??/??/92)  224.238  (m)          735.69   (f) ADJ UNCH    2 0
 NC0673
 NC0673.Superseded values are not recommended for survey control.
 NC0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0673.See file dsdata.txt to determine how the superseded data were derived.
 NC0673
 NC0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG018782(NAD 83)
 NC0673_MARKER: DR = REFERENCE MARK DISK
 NC0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NC0673_STAMPING: HAMMOND NO 2 1961
 NC0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0673+STABILITY: SURFACE MOTION
 NC0673
 NC0673  HISTORY     - Date     Condition        Report By
 NC0673  HISTORY     - 1961     MONUMENTED       CGS
 NC0673  HISTORY     - 20051015 MARK NOT FOUND   USPSQD
 NC0673
 NC0673                          STATION DESCRIPTION
 NC0673
 NC0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 NC0673'7.88 MI SE FROM NORTHEAST.
 NC0673'ABOUT 2.27 MILES SOUTH ALONG STATE HIGHWAY 89 FROM THE PUBLIC SCHOOL
 NC0673'NO 1 IN NORTHEAST TO THE INTERCHANGE BRIDGE OF INTERSTATE HIGHWAY 90
 NC0673'AND STATE HIGHWAY 89, THENCE 5.61 MILES EAST ALONG INTERSTATE HIGHWAY
 NC0673'90, 196.0 FEET NORTHWEST OF THE CENTERLINE OF INTERSTATE HIGHWAY 90,
 NC0673'74.6 FEET SOUTHEAST OF A STANDARD METAL WITNESS POST AND MARKER AND
 NC0673'70.3 FEET SOUTH OF THE STATION.  SET IN TOP OF A 12-INCH CONCRETE
 NC0673'CYLINDER WIHICH IS ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND.
 NC0673
 NC0673                          STATION RECOVERY (2005)
 NC0673
 NC0673'RECOVERY NOTE BY US POWER SQUADRON 2005 (SL)
 NC0673'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1555 ***********************************************************************
 KV1555  DESIGNATION -  HANEY
 KV1555  PID         -  KV1555
 KV1555  STATE/COUNTY-  PA/MONROE
 KV1555  USGS QUAD   -  SAYLORSBURG (1983)
 KV1555
 KV1555                         *CURRENT SURVEY CONTROL
 KV1555  ___________________________________________________________________
 KV1555* NAD 83(1992)-  40 55 23.83975(N)    075 20 58.01745(W)     ADJUSTED  
 KV1555* NAVD 88     -       262.123  (meters)     859.98   (feet)  ADJUSTED  
 KV1555  ___________________________________________________________________
 KV1555  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 KV1555  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KV1555  DYNAMIC HT  -         262.000 (meters)     859.58  (feet)  COMP
 KV1555  MODELED GRAV-     980,147.2   (mgal)                       NAVD 88
 KV1555
 KV1555  HORZ ORDER  -  SECOND
 KV1555  VERT ORDER  -  SECOND    CLASS 0
 KV1555
 KV1555.The horizontal coordinates were established by classical geodetic methods
 KV1555.and adjusted by the National Geodetic Survey in June 2002..
 KV1555
 KV1555.The orthometric height was determined by differential leveling
 KV1555.and adjusted by the National Geodetic Survey in June 1991..
 KV1555
 KV1555.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1555
 KV1555.The geoid height was determined by GEOID03.
 KV1555
 KV1555.The dynamic height is computed by dividing the NAVD 88
 KV1555.geopotential number by the normal gravity value computed on the
 KV1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1555.degrees latitude (g = 980.6199 gals.).
 KV1555
 KV1555.The modeled gravity was interpolated from observed gravity values.
 KV1555
 KV1555;                    North         East     Units Scale Factor Converg.
 KV1555;SPC PA N     -    86,827.881   802,177.618   MT  0.99999379   +1 35 17.0
 KV1555;SPC PA N     -   284,867.81  2,631,811.07   sFT  0.99999379   +1 35 17.0
 KV1555;SPC PA S     -   179,293.370   802,178.541   MT  0.99999347   +1 33 26.9
 KV1555;SPC PA S     -   588,231.66  2,631,814.10   sFT  0.99999347   +1 33 26.9
 KV1555;UTM  18      - 4,530,300.226   470,576.706   MT  0.99961066   -0 13 44.1
 KV1555
 KV1555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1555!SPC PA N     -   0.99996412  x   0.99999379  =   0.99995791
 KV1555!SPC PA S     -   0.99996412  x   0.99999347  =   0.99995759
 KV1555!UTM  18      -   0.99996412  x   0.99961066  =   0.99957480
 KV1555
 KV1555|---------------------------------------------------------------------|
 KV1555| PID    Reference Object                     Distance      Geod. Az  |
 KV1555|                                                           dddmmss.s |
 KV1555| KV1556 HANEY RM 1                           11.911 METERS 16612     |
 KV1555| KV1554 HANEY RM 2                           12.097 METERS 25332     |
 KV1555| CB3510 HANEY AZ MK                                        3220737.0 |
 KV1555| LY2690 CAMELBACK MTN FAA MICROWAVE         APPROX.13.5 KM 3523505.6 |
 KV1555|---------------------------------------------------------------------|
 KV1555
 KV1555                          SUPERSEDED SURVEY CONTROL
 KV1555
 KV1555  NAD 83(1996)-  40 55 23.84020(N)    075 20 58.02180(W) AD(       ) 2
 KV1555  NAD 83(1986)-  40 55 23.83913(N)    075 20 58.02099(W) AD(       ) 2
 KV1555  NAD 27      -  40 55 23.50176(N)    075 20 59.36106(W) AD(       ) 2
 KV1555  NGVD 29 (??/??/??)  262.312  (m)          860.60   (f) ADJUSTED    2 0
 KV1555
 KV1555.Superseded values are not recommended for survey control.
 KV1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1555.See file dsdata.txt to determine how the superseded data were derived.
 KV1555
 KV1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL7057730300(NAD 83)
 KV1555_MARKER: DE = TRAVERSE STATION DISK
 KV1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1555_STAMPING: HANEY 1969
 KV1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1555+STABILITY: SURFACE MOTION
 KV1555_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1555+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2006
 KV1555
 KV1555  HISTORY     - Date     Condition        Report By
 KV1555  HISTORY     - 1969     MONUMENTED       CGS
 KV1555  HISTORY     - 1969     GOOD             CGS
 KV1555  HISTORY     - 20060412 GOOD             PADT
 KV1555  HISTORY     - 20060418 GOOD             PADT
 KV1555
 KV1555                          STATION DESCRIPTION
 KV1555
 KV1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 KV1555'THE STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF STROUDSBURG, 2
 KV1555'MILES WEST OF SCIOTA, 2 MILES EAST OF
 KV1555'BRODHEADSVILLE AND ON THE WEST END OF A RIDGE THATS BARE ON THE WEST
 KV1555'END.
 KV1555'
 KV1555'TO REACH THE STATION FROM THE POST OFFICE IN BRODHEADSVILLE, GO EAST
 KV1555'ON U.S. HIGHWAY 209 FOR 1.7 MILES TO A FORK, TAKE THE LEFT
 KV1555'FORK AND CONTINUE EAST ON U.S. HIGHWAY 209 FOR 0.3 MILE TO A SIDE
 KV1555'ROAD LEFT, (TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN
 KV1555'LEFT AND GO NORTH ON PAVED ROAD FOR 0.2 MILE TO THE MARK ON THE
 KV1555'RIGHT), CONTINUE EAST ON U.S. HIGHWAY 209 FOR 0.05 MILE TO A
 KV1555'TRACK ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON TRACK ROAD FOR
 KV1555'0.05 MILE TO A BREAK IN THE TREE LINE ON LEFT, TURN LEFT
 KV1555'AND GO SOUTHEAST ON A FIELD ROAD FOR 0.1 MILE TO THE
 KV1555'STATION, ON THE NORTHWEST SLOPE OF HILL.
 KV1555'
 KV1555'THE STATION MARK IS 124 FEET NORTH OF AN EAST-WEST TREE LINE, 73 FEET
 KV1555'SOUTH OF THE SOUTHEAST LEG OF A SMALL SHED AND 3.3 FEET
 KV1555'NORTHEAST OF A METAL WITNESS POST.  THE MARK IS A STANDARD DISK SET
 KV1555'IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 3 INCHES AND IS
 KV1555'STAMPED HANEY 1969.
 KV1555'
 KV1555'REFERENCE MARK NO. 1 IS 85 FEET NORTH OF THE EAST-WEST TREE LINE AND
 KV1555'36.7 FEET SOUTH OF THE METAL WITNESS POST.  THE MARK
 KV1555'IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 KV1555'PROJECTING 3 INCHES AND IS STAMPED HANEY NO 1 1969.
 KV1555'
 KV1555'REFERENCE MARK NO. 2 IS 121 FEET NORTH OF THE EAST-WEST TREE LINE AND
 KV1555'37.2 FEET WEST OF THE METAL WITNESS POST.  THE MARK IS A
 KV1555'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 3
 KV1555'INCHES AND IS STAMPED HANEY NO 2 1969.
 KV1555'
 KV1555'THE AZIMUTH MARK IS 62 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 KV1555'HOUSE, 29 FEET EAST OF THE APPROXIMATE CENTER OF THE PAVED
 KV1555'ROAD, 3 FEET NORTH OF TELEPHONE POLE NO. EEA 7 AND 2.1 FEET SOUTH OF
 KV1555'A METAL WITNESS POST.  THE MARK IS A STANDARD DISK SET IN THE TOP
 KV1555'OF A SQUARE CONCRETE POST SET FLUSH WITH THE GROUND AND IS STAMPED
 KV1555'HANEY 1969.
 KV1555'
 KV1555'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KV1555
 KV1555                          STATION RECOVERY (1969)
 KV1555
 KV1555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 KV1555'2.2 MI E FROM BRODHEADSVILLE.
 KV1555'ABOUT 2.2 MILES EAST ALONG U.S. HIGHWAY 209 FROM THE POST OFFICE
 KV1555'IN BRODHEADSVILLE, THENCE 0.15 MILE SOUTHEAST ALONG A TRACK ROAD
 KV1555'TO THE STATION ON THE NORTHWEST SLOPE OF A HILL, ABOUT 2.0 MILES
 KV1555'WEST OF SCIOTA, 39.08 FEET NORTH OF RM 1, 39.69 FEET EAST OF RM
 KV1555'2, 124 FEET NORTH OF THE EAST-WEST TREE LINE, 73 FEET SOUTH OF
 KV1555'THE SOUTHEAST LEG OF A SMALL SHED, 3.3 FEET NORTHEAST OF A METAL
 KV1555'WITNESS SIGN, SET IN THE TOP OF A CONCRETE POST PROJECTING
 KV1555'3-INCHES AND IS ABOUT 85 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 KV1555
 KV1555                          STATION RECOVERY (2006)
 KV1555
 KV1555'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (DL)
 KV1555'RECOVERED IN GOOD CONDITION.
 KV1555
 KV1555                          STATION RECOVERY (2006)
 KV1555
 KV1555'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (PJN)
 KV1555'0.4 MILE NORTH ALONG SR 209 FROM THE INTERSECTION WITH SR3017 IN THE
 KV1555'VILLAGE OF MCILHANEY.THENCE EAST (LEFT) ON A PRIVATE DRIVE ON THE
 KV1555'FENSTMAKER PROPERTY TO THE HOUSE AT THE TOP OF THE HILL. THENCE
 KV1555'NORTHEAST 40 FEET FROM THE SOUTHEAST CORNER OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1556 ***********************************************************************
 KV1556  DESIGNATION -  HANEY RM 1
 KV1556  PID         -  KV1556
 KV1556  STATE/COUNTY-  PA/MONROE
 KV1556  USGS QUAD   -  SAYLORSBURG (1983)
 KV1556
 KV1556                         *CURRENT SURVEY CONTROL
 KV1556  ___________________________________________________________________
 KV1556* NAD 83(1986)-  40 55 23.     (N)    075 20 58.     (W)     SCALED    
 KV1556* NAVD 88     -       262.743  (meters)     862.02   (feet)  ADJUSTED  
 KV1556  ___________________________________________________________________
 KV1556  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KV1556  DYNAMIC HT  -         262.620 (meters)     861.61  (feet)  COMP
 KV1556  MODELED GRAV-     980,147.2   (mgal)                       NAVD 88
 KV1556
 KV1556  VERT ORDER  -  SECOND    CLASS 0
 KV1556
 KV1556.The horizontal coordinates were scaled from a topographic map and have
 KV1556.an estimated accuracy of +/- 6 seconds.
 KV1556
 KV1556.The orthometric height was determined by differential leveling
 KV1556.and adjusted by the National Geodetic Survey in June 1991..
 KV1556
 KV1556.The geoid height was determined by GEOID03.
 KV1556
 KV1556.The dynamic height is computed by dividing the NAVD 88
 KV1556.geopotential number by the normal gravity value computed on the
 KV1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1556.degrees latitude (g = 980.6199 gals.).
 KV1556
 KV1556.The modeled gravity was interpolated from observed gravity values.
 KV1556
 KV1556;                    North         East    Units  Estimated Accuracy
 KV1556;SPC PA N     -    86,800.      802,180.      MT  (+/- 180 meters Scaled)
 KV1556
 KV1556                          SUPERSEDED SURVEY CONTROL
 KV1556
 KV1556  NGVD 29 (??/??/??)  262.932  (m)          862.64   (f) ADJUSTED    2 0
 KV1556
 KV1556.Superseded values are not recommended for survey control.
 KV1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1556.See file dsdata.txt to determine how the superseded data were derived.
 KV1556
 KV1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL705302(NAD 83)
 KV1556_MARKER: DR = REFERENCE MARK DISK
 KV1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1556_STAMPING: HANEY NO 1 1969
 KV1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1556+STABILITY: SURFACE MOTION
 KV1556
 KV1556  HISTORY     - Date     Condition        Report By
 KV1556  HISTORY     - 1969     MONUMENTED       CGS
 KV1556  HISTORY     - 20060418 MARK NOT FOUND   PADT
 KV1556
 KV1556                          STATION DESCRIPTION
 KV1556
 KV1556'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 KV1556'2.2 MI E FROM BRODHEADSVILLE.
 KV1556'AT THE HANEY STATION SITE-- 39.08 FEET SOUTH OF THE STATION, 85
 KV1556'FEET NORTH OF THE EAST-WEST TREE LINE, 36.7 FEET SOUTH OF THE
 KV1556'METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE POST PROJECTING
 KV1556'3-INCHES AND IS ABOUT 1.5 FEET ABOVE THE LEVEL OF THE STATION.
 KV1556
 KV1556                          STATION RECOVERY (2006)
 KV1556
 KV1556'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (PJN)
 KV1556'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1554 ***********************************************************************
 KV1554  DESIGNATION -  HANEY RM 2
 KV1554  PID         -  KV1554
 KV1554  STATE/COUNTY-  PA/MONROE
 KV1554  USGS QUAD   -  SAYLORSBURG (1983)
 KV1554
 KV1554                         *CURRENT SURVEY CONTROL
 KV1554  ___________________________________________________________________
 KV1554* NAD 83(1986)-  40 55 23.     (N)    075 20 58.     (W)     SCALED    
 KV1554* NAVD 88     -       261.569  (meters)     858.16   (feet)  ADJUSTED  
 KV1554  ___________________________________________________________________
 KV1554  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KV1554  DYNAMIC HT  -         261.446 (meters)     857.76  (feet)  COMP
 KV1554  MODELED GRAV-     980,147.2   (mgal)                       NAVD 88
 KV1554
 KV1554  VERT ORDER  -  SECOND    CLASS 0
 KV1554
 KV1554.The horizontal coordinates were scaled from a topographic map and have
 KV1554.an estimated accuracy of +/- 6 seconds.
 KV1554
 KV1554.The orthometric height was determined by differential leveling
 KV1554.and adjusted by the National Geodetic Survey in June 1991..
 KV1554
 KV1554.The geoid height was determined by GEOID03.
 KV1554
 KV1554.The dynamic height is computed by dividing the NAVD 88
 KV1554.geopotential number by the normal gravity value computed on the
 KV1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1554.degrees latitude (g = 980.6199 gals.).
 KV1554
 KV1554.The modeled gravity was interpolated from observed gravity values.
 KV1554
 KV1554;                    North         East    Units  Estimated Accuracy
 KV1554;SPC PA N     -    86,800.      802,180.      MT  (+/- 180 meters Scaled)
 KV1554
 KV1554                          SUPERSEDED SURVEY CONTROL
 KV1554
 KV1554  NGVD 29 (??/??/??)  261.757  (m)          858.78   (f) ADJUSTED    2 0
 KV1554
 KV1554.Superseded values are not recommended for survey control.
 KV1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1554.See file dsdata.txt to determine how the superseded data were derived.
 KV1554
 KV1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL705302(NAD 83)
 KV1554_MARKER: DR = REFERENCE MARK DISK
 KV1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1554_STAMPING: HANEY NO 2 1969
 KV1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1554+STABILITY: SURFACE MOTION
 KV1554_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1554+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2006
 KV1554
 KV1554  HISTORY     - Date     Condition        Report By
 KV1554  HISTORY     - 1969     MONUMENTED       CGS
 KV1554  HISTORY     - 20060412 GOOD             PADT
 KV1554  HISTORY     - 20060418 GOOD             PADT
 KV1554
 KV1554                          STATION DESCRIPTION
 KV1554
 KV1554'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 KV1554'2.2 MI E FROM BRODHEADSVILLE.
 KV1554'AT THE HANEY STATION SITE-- 39.69 FEET WEST OF THE STATION,
 KV1554'121 FEET NORTH OF THE EAST-WEST TREE LINE, 37.2 FEET WEST OF A
 KV1554'METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE POST PROJECTING
 KV1554'3-INCHES AND IS ABOUT 1.5 FEET BELOW THE LEVEL OF THE STATION.
 KV1554
 KV1554                          STATION RECOVERY (2006)
 KV1554
 KV1554'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (DL)
 KV1554'RECOVERED IN GOOD CONDITION.
 KV1554
 KV1554                          STATION RECOVERY (2006)
 KV1554
 KV1554'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (PJN)
 KV1554'0.4 MILE NORTH ALONG SR 209 FROM THE INTERSECTION WITH SR3017 IN THE
 KV1554'VILLAGE OF MCILHANEY.THENCE EAST (LEFT) ON A PRIVATE DRIVE ON THE
 KV1554'FENSTMAKER PROPERTY TO THE HOUSE AT THE TOP OF THE HILL. THENCE
 KV1554'NORTHEAST 20 FEET FROM THE SOUTHEAST CORNER OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2354 ***********************************************************************
 MA2354  DESIGNATION -  HANLEY FIRE TOWER
 MA2354  PID         -  MA2354
 MA2354  STATE/COUNTY-  PA/ELK
 MA2354  USGS QUAD   -  JAMES CITY (1966)
 MA2354
 MA2354                         *CURRENT SURVEY CONTROL
 MA2354  ___________________________________________________________________
 MA2354* NAD 83(1992)-  41 32 29.07247(N)    078 52 14.11868(W)     ADJUSTED  
 MA2354* NAVD 88     -                                                        
 MA2354  ___________________________________________________________________
 MA2354  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 MA2354  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 MA2354
 MA2354  HORZ ORDER  -  THIRD
 MA2354
 MA2354.The horizontal coordinates were established by classical geodetic methods
 MA2354.and adjusted by the National Geodetic Survey in June 2002..
 MA2354
 MA2354
 MA2354.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2354
 MA2354.The geoid height was determined by GEOID03.
 MA2354
 MA2354;                    North         East     Units Scale Factor Converg.
 MA2354;SPC PA N     -   153,275.872   506,501.204   MT  0.99995917   -0 44 28.7
 MA2354;SPC PA N     -   502,872.59  1,661,746.03   sFT  0.99995917   -0 44 28.7
 MA2354;UTM  17      - 4,601,050.810   677,618.325   MT  0.99998825   +1 24 45.0
 MA2354
 MA2354                          SUPERSEDED SURVEY CONTROL
 MA2354
 MA2354  NAD 83(1996)-  41 32 29.07438(N)    078 52 14.11960(W) AD(       ) 4
 MA2354  NAD 83(1986)-  41 32 29.07397(N)    078 52 14.11956(W) AD(       ) 4
 MA2354  NAD 27      -  41 32 28.85627(N)    078 52 14.99444(W) AD(       ) 3
 MA2354
 MA2354.Superseded values are not recommended for survey control.
 MA2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2354.See file dsdata.txt to determine how the superseded data were derived.
 MA2354
 MA2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG7761801051(NAD 83)
 MA2354_MARKER: DD = SURVEY DISK
 MA2354_SETTING: 0 = UNSPECIFIED SETTING
 MA2354
 MA2354  HISTORY     - Date     Condition        Report By
 MA2354  HISTORY     - 1926     MONUMENTED       USGS
 MA2354  HISTORY     - 1938     GOOD             CGS
 MA2354  HISTORY     - 20040816 MARK NOT FOUND   USPSQD
 MA2354
 MA2354                          STATION DESCRIPTION
 MA2354
 MA2354'DESCRIBED BY US GEOLOGICAL SURVEY 1926
 MA2354'PENNSYLVANIA STATE DEPARTMENT OF FORESTS AND WATERS 80-FT STEEL FIRE
 MA2354'TOWER, SITUATED ABOUT 600 FT S. OF HIGHLAND-SACKETT PUBLIC RD. AT
 MA2354'POINT 1.7 MI SW. OF VILLAGE OF HIGHLAND, ON LAND OF HANLEY OIL
 MA2354'COMPANY.  THE COMPANYS RD. S. TO GAS WELLS PASSES BY STATION.  TOWER
 MA2354'IS OF STEEL CONSTRUCTION AND TOPPED BY 7- BY 7- BY 9-FT STEEL CABIN
 MA2354'WITH 4-FT GLASS WINDOWS ON ALL SIDES, WHITE CLOTH WAS TACKED TO WINDOW
 MA2354'FRAMES ON THE INSIDE.  INSTRUMENT WAS MOUNTED ON ITS TRIPOD IN CENTER
 MA2354'OF CABIN.  TRIPOD RESTED ON FLOOR OF CABIN WHICH IS LAID ON STEEL
 MA2354'BEAMS.  BOARDS FOR THE OBSERVER TO STAND UPON WERE LAID IN A MANNER
 MA2354'SO AS NOT TO TOUCH THE FLOOR.  INSTRUMENT FAIRLY STEADY.
 MA2354'
 MA2354'SIGNAL, CENTER OF CABIN.
 MA2354'
 MA2354'STATION MARK, STANDARD DISK IN CONCRETE POST SET 30-IN. IN GROUND
 MA2354'DIRECTLY UNDER CENTER OF CABIN.
 MA2354'
 MA2354'INSTRUMENT ON CENTER AND ELEVATED 60 FT.
 MA2354
 MA2354                          STATION RECOVERY (1938)
 MA2354
 MA2354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 MA2354'RECOVERED.
 MA2354
 MA2354                          STATION RECOVERY (2004)
 MA2354
 MA2354'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA2354'FIRE TOWER WAS ABANDONED AND REMOVED AND LOCATION IS NOW A DENSE
 MA2354'WOODED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2091 ***********************************************************************
 MA2091  DESIGNATION -  HANNA
 MA2091  PID         -  MA2091
 MA2091  STATE/COUNTY-  PA/VENANGO
 MA2091  USGS QUAD   -  UTICA (1977)
 MA2091
 MA2091                         *CURRENT SURVEY CONTROL
 MA2091  ___________________________________________________________________
 MA2091* NAD 83(1992)-  41 28 14.16633(N)    079 56 43.03668(W)     ADJUSTED  
 MA2091* NAVD 88     -       449.6    (meters)    1475.     (feet)  VERTCON   
 MA2091  ___________________________________________________________________
 MA2091  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 MA2091  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MA2091
 MA2091  HORZ ORDER  -  SECOND
 MA2091
 MA2091.The horizontal coordinates were established by classical geodetic methods
 MA2091.and adjusted by the National Geodetic Survey in June 2002..
 MA2091
 MA2091.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2091
 MA2091.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2091
 MA2091.The geoid height was determined by GEOID03.
 MA2091
 MA2091;                    North         East     Units Scale Factor Converg.
 MA2091;SPC PA N     -   147,131.062   416,646.466   MT  0.99995727   -1 27 08.2
 MA2091;SPC PA N     -   482,712.49  1,366,947.61   sFT  0.99995727   -1 27 08.2
 MA2091;UTM  17      - 4,591,537.304   588,069.608   MT  0.99969545   +0 41 54.6
 MA2091
 MA2091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2091!SPC PA N     -   0.99993472  x   0.99995727  =   0.99989199
 MA2091!UTM  17      -   0.99993472  x   0.99969545  =   0.99963019
 MA2091
 MA2091:                Primary Azimuth Mark                     Grid Az
 MA2091:SPC PA N     -  COOPERSTOWN WESTERN UNION TWR            041 36 50.6
 MA2091:UTM  17      -  COOPERSTOWN WESTERN UNION TWR            039 27 47.8
 MA2091
 MA2091|---------------------------------------------------------------------|
 MA2091| PID    Reference Object                     Distance      Geod. Az  |
 MA2091|                                                           dddmmss.s |
 MA2091| MA2089 COOPERSTOWN WESTERN UNION TWR       APPROX. 2.1 KM 0400942.4 |
 MA2091| CX4646 HANNA RM 1                           13.131 METERS 08543     |
 MA2091| MA1418 HANNA AZ MK                                        1115748.4 |
 MA2091| CX4647 HANNA RM 2                           12.214 METERS 27159     |
 MA2091|---------------------------------------------------------------------|
 MA2091
 MA2091                          SUPERSEDED SURVEY CONTROL
 MA2091
 MA2091  NAD 83(1995)-  41 28 14.16999(N)    079 56 43.03958(W) AD(       ) 2
 MA2091  NAD 83(1986)-  41 28 14.17156(N)    079 56 43.03960(W) AD(       ) 2
 MA2091  NAD 27      -  41 28 13.97772(N)    079 56 43.83324(W) AD(       ) 2
 MA2091  NGVD 29 (07/19/86)  449.8    (m)         1476.     (f) VERT ANG       
 MA2091
 MA2091.Superseded values are not recommended for survey control.
 MA2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2091.See file dsdata.txt to determine how the superseded data were derived.
 MA2091
 MA2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF8807091537(NAD 83)
 MA2091_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2091
 MA2091  HISTORY     - Date     Condition        Report By
 MA2091  HISTORY     - 1967     MONUMENTED       CGS
 MA2091
 MA2091                          STATION DESCRIPTION
 MA2091
 MA2091'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MA2091'THE STATION IS LOCATED ABOUT 7.5 MILES NORTHWEST OF FRANKLIN, 3.5
 MA2091'MILES EAST OF CARLTON AND 0.5 MILE SOUTH OF HANNAVILLE.
 MA2091'IT IS ON A LOW BARE RIDGE ON PROPERTY OWNED BY MR. ALLEN DAILY.
 MA2091'
 MA2091'TO REACH THE STATION FROM THE CROSSROADS IN HANNAVILLE, AT ITS
 MA2091'JUNCTION WITH U.S. HIGHWAY 322, GO SOUTH ON THE GRAVELED
 MA2091'ROAD FOR 0.5 MILE TO A LARGE BARN ON THE LEFT AND A BOARD GATE ON THE
 MA2091'RIGHT, TURN RIGHT THROUGH THE GATE AND GO WEST ON THE FARM LANE FOR
 MA2091'0.15 MILE TO THE TOP OF RIDGE, TURN RIGHT AND GO NORTH FOR 0.05 MILE
 MA2091'TO AN EAST-WEST FENCELINE AND THE STATION.
 MA2091'
 MA2091'THE STATION MARK IS 6.2 FEET WEST-SOUTHWEST OF A METAL WITNESS POST
 MA2091'AND 3.4 FEET SOUTH OF THE WIRE FENCE.  THE MARK IS A STANDARD DISK
 MA2091'SET IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH WITH THE GROUND
 MA2091'AND IS STAMPED HANNA 1967.
 MA2091'
 MA2091'REFERENCE MARK NO. 1 IS 38 FEET EAST OF A METAL WITNESS POST AND
 MA2091'1-FOOT SOUTH OF THE WIRE FENCE.  THE MARK IS A STANDARD DISK
 MA2091'SET IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH WITH THE GROUND
 MA2091'AND IS STAMPED HANNA NO 1 1967.
 MA2091'
 MA2091'REFERENCE MARK NO. 2 IS 45.4 FEET WEST OF A METAL WITNESS POST AND
 MA2091'1.7 FEET SOUTH OF THE WIRE FENCE.  THE MARK IS A STANDARD DISK
 MA2091'SET IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH WITH THE GROUND
 MA2091'AND IS STAMPED HANNA NO 2 1967.
 MA2091'
 MA2091'THE AZIMUTH MARK IS 30 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A
 MA2091'BLADED ROAD AND 21 FEET NORTHEAST OF THE APPROXIMATE
 MA2091'CENTER OF U.S. HIGHWAY 322.  THE MARK IS A STANDARD DISK CEMENTED IN
 MA2091'A DRILL HOLE IN THE TOP OF A CONCRETE CATCH BASIN AND IS STAMPED
 MA2091'HANNA 1967.
 MA2091'
 MA2091'TO REACH THE AZIMUTH MARK FROM THE CROSSROADS IN HANNAVILLE, GO
 MA2091'EAST-SOUTHEAST ON U.S. HIGHWAY 322 FOR 0.85 MILE TO THE MARK ON THE
 MA2091'LEFT.
 MA2091'
 MA2091'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1418 ***********************************************************************
 MA1418  DESIGNATION -  HANNA AZ MK
 MA1418  PID         -  MA1418
 MA1418  STATE/COUNTY-  PA/VENANGO
 MA1418  USGS QUAD   -  UTICA (1977)
 MA1418
 MA1418                         *CURRENT SURVEY CONTROL
 MA1418  ___________________________________________________________________
 MA1418* NAD 83(1986)-  41 27 58.     (N)    079 55 48.     (W)     SCALED    
 MA1418* NAVD 88     -       373.661  (meters)    1225.92   (feet)  ADJUSTED  
 MA1418  ___________________________________________________________________
 MA1418  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 MA1418  DYNAMIC HT  -         373.502 (meters)    1225.40  (feet)  COMP
 MA1418  MODELED GRAV-     980,188.7   (mgal)                       NAVD 88
 MA1418
 MA1418  VERT ORDER  -  FIRST     CLASS II
 MA1418
 MA1418.The horizontal coordinates were scaled from a topographic map and have
 MA1418.an estimated accuracy of +/- 6 seconds.
 MA1418
 MA1418.The orthometric height was determined by differential leveling
 MA1418.and adjusted by the National Geodetic Survey in June 1991..
 MA1418
 MA1418.The geoid height was determined by GEOID03.
 MA1418
 MA1418.The dynamic height is computed by dividing the NAVD 88
 MA1418.geopotential number by the normal gravity value computed on the
 MA1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1418.degrees latitude (g = 980.6199 gals.).
 MA1418
 MA1418.The modeled gravity was interpolated from observed gravity values.
 MA1418
 MA1418;                    North         East    Units  Estimated Accuracy
 MA1418;SPC PA N     -   146,600.      417,910.      MT  (+/- 180 meters Scaled)
 MA1418
 MA1418                          SUPERSEDED SURVEY CONTROL
 MA1418
 MA1418  NGVD 29 (06/03/92)  373.817  (m)         1226.43   (f) ADJUSTED    1 2
 MA1418
 MA1418.Superseded values are not recommended for survey control.
 MA1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1418.See file dsdata.txt to determine how the superseded data were derived.
 MA1418
 MA1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF893910(NAD 83)
 MA1418_MARKER: DZ = AZIMUTH MARK DISK
 MA1418_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1418_SP_SET: CATCH BASIN
 MA1418_STAMPING: HANNA 1967
 MA1418_MARK LOGO: CGS   
 MA1418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1418
 MA1418  HISTORY     - Date     Condition        Report By
 MA1418  HISTORY     - 1967     MONUMENTED       CGS
 MA1418  HISTORY     - 1982     GOOD             NGS
 MA1418
 MA1418                          STATION DESCRIPTION
 MA1418
 MA1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MA1418'8.5 MI NW FROM FRANKLIN.
 MA1418'ABOUT 8.5 MILES NORTHWEST ALONG U.S. HIGHWAY 322 FROM THE COURT
 MA1418'HOUSE IN FRANKLIN, 8.6 MILES SOUTHEAST OF COCHRANTON, SET IN THE
 MA1418'TOP OF A BACKWALL OF A CATCHBASIN, 21 FEET NORTHEAST OF THE
 MA1418'CENTERLINE OF HIGHWAY, 1.8 FEET NORTHWEST OF THE SOUTHEAST
 MA1418'END OF BACKWALL, AND IS ABOUT LEVEL WITH THE HIGHWAY.
 MA1418
 MA1418                          STATION RECOVERY (1982)
 MA1418
 MA1418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MA1418'RECOVERED IN GOOD CONDITION.
 MA1418'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2129 ***********************************************************************
 KX2129  DESIGNATION -  HANNAH
 KX2129  PID         -  KX2129
 KX2129  STATE/COUNTY-  PA/BUTLER
 KX2129  USGS QUAD   -  SAXONBURG (1977)
 KX2129
 KX2129                         *CURRENT SURVEY CONTROL
 KX2129  ___________________________________________________________________
 KX2129* NAD 83(1992)-  40 46 11.08245(N)    079 47 26.95864(W)     ADJUSTED  
 KX2129* NAVD 88     -       424.     (meters)    1391.     (feet)  SCALED    
 KX2129  ___________________________________________________________________
 KX2129  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 KX2129  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 KX2129
 KX2129  HORZ ORDER  -  FIRST
 KX2129
 KX2129.The horizontal coordinates were established by classical geodetic methods
 KX2129.and adjusted by the National Geodetic Survey in June 2002..
 KX2129
 KX2129.The orthometric height was scaled from a topographic map.
 KX2129
 KX2129.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2129
 KX2129.The geoid height was determined by GEOID03.
 KX2129
 KX2129;                    North         East     Units Scale Factor Converg.
 KX2129;SPC PA S     -   161,485.166   427,718.578   MT  0.99997497   -1 19 26.7
 KX2129;SPC PA S     -   529,805.92  1,403,273.37   sFT  0.99997497   -1 19 26.7
 KX2129;UTM  17      - 4,513,900.339   602,047.938   MT  0.99972818   +0 47 22.9
 KX2129
 KX2129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2129!SPC PA S     -   0.99993880  x   0.99997497  =   0.99991377
 KX2129!UTM  17      -   0.99993880  x   0.99972818  =   0.99966699
 KX2129
 KX2129|---------------------------------------------------------------------|
 KX2129| PID    Reference Object                     Distance      Geod. Az  |
 KX2129|                                                           dddmmss.s |
 KX2129| CX4649 HANNAH RM 1                          54.187 METERS 01148     |
 KX2129| CX4648 HANNAH AZ MK                                       2142643.5 |
 KX2129| KX2130 SAXONBURG MUNICIPAL TANK            APPROX. 2.7 KM 2185459.8 |
 KX2129| CX4650 HANNAH RM 2                          32.050 METERS 26703     |
 KX2129|---------------------------------------------------------------------|
 KX2129
 KX2129                          SUPERSEDED SURVEY CONTROL
 KX2129
 KX2129  NAD 83(1995)-  40 46 11.08635(N)    079 47 26.96342(W) AD(       ) 1
 KX2129  NAD 83(1986)-  40 46 11.08667(N)    079 47 26.96342(W) AD(       ) 1
 KX2129  NAD 27      -  40 46 10.85470(N)    079 47 27.77500(W) AD(       ) 1
 KX2129
 KX2129.Superseded values are not recommended for survey control.
 KX2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2129.See file dsdata.txt to determine how the superseded data were derived.
 KX2129
 KX2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF0204813900(NAD 83)
 KX2129_MARKER: DS = TRIANGULATION STATION DISK
 KX2129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2129
 KX2129  HISTORY     - Date     Condition        Report By
 KX2129  HISTORY     - 1958     MONUMENTED       CGS
 KX2129
 KX2129                          STATION DESCRIPTION
 KX2129
 KX2129'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2129'THE STATION IS LOCATED IN THE CENTER OF THE SMALL VILLAGE OF
 KX2129'HANNAHSTOWN, APPROXIMATELY 8.5 MILES SOUTHEAST OF BUTLER,
 KX2129'8.5 MILES NORTHWEST OF FREEPORT, 16 MILES SOUTHWEST OF KITTANNING AND
 KX2129'ON PROPERTY OWNED BY MR. FRANK KRONEBERG.
 KX2129'
 KX2129'TO REACH THE STATION FROM THE AMACO SERVICE STATION IN THE SMALL
 KX2129'VILLAGE OF HANNAHSTOWN, NORTHWEST ON STATE HIGHWAY 356
 KX2129'FOR 0.05 MILE TO A SIDE ROAD ON THE LEFT LEADING TO SAXONBURG, TURN
 KX2129'LEFT ON SURFACED ROAD FOR 0.05 MILE TO A SMALL ORCHARD AND
 KX2129'THE STATION ON THE RIGHT.
 KX2129'
 KX2129'STATION MARKS ARE STANDARD DISKS STAMPED HANNAH 1958. THE SURFACE
 KX2129'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 KX2129'THE GROUND. IT IS 52.5 FEET NORTHEAST OF THE CENTER OF A DRIVEWAY, 77
 KX2129'FEET WEST OF THE NORTHWEST CORNER OF THE GARAGE, 41.5 FEET
 KX2129'SOUTH-SOUTHEAST OF AN OLD WELL CASING WHICH IS FLUSH WITH THE SURFACE
 KX2129'OF THE GROUND AND 31.5 FEET NORTHWEST OF THE CENTER OF
 KX2129'SURFACED ROAD. THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 KX2129'OF CONCRETE 30 INCHES BELOW THE SURFACE OF THE GROUND.
 KX2129'
 KX2129'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HANNAH NO 1 1958, IS
 KX2129'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES. IT IS
 KX2129'105 FEET NORTHWEST OF THE CENTER OF THE SURFACED ROAD, 24 FEET
 KX2129'SOUTHWEST OF THE CENTER OF STATE HIGHWAY 356, 2 FEET WEST
 KX2129'OF A POWER POLE AND 2 FEET EAST OF A POWER POLE.
 KX2129'
 KX2129'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HANNAH NO 2 1958, IS
 KX2129'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 KX2129'GROUND. IT IS 16.5 FEET EAST OF THE NORTHEAST CORNER OF THE GARAGE,
 KX2129'16 FEET SOUTHWEST OF THE CENTER OF THE DRIVEWAY AND 0.5 FOOT
 KX2129'NORTHEAST OF A POWER POLE.
 KX2129'
 KX2129'AZIMUTH MARK, A STANDARD DISK STAMPED HANNAH 1958, IS SET IN A SQUARE
 KX2129'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 21 FEET SOUTHEAST
 KX2129'OF THE CENTER OF THE SURFACED ROAD AND 2.5 FEET NORTHEAST OF THE
 KX2129'POWER POLE. A STANDARD WITNESS POST WAS SET 2 FEET SOUTHWEST
 KX2129'OF THE MARK.
 KX2129'
 KX2129'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWESTERLY ON
 KX2129'SURFACED ROAD FOR 0.3 MILE TO WHERE POWER LINE CROSSES THE
 KX2129'ROAD AND THE AZIMUTH MARK ON THE LEFT NEAR POWER POLE.
 KX2129'
 KX2129'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1587 ***********************************************************************
 JV1587  DESIGNATION -  HANOVER
 JV1587  PID         -  JV1587
 JV1587  STATE/COUNTY-  PA/YORK
 JV1587  USGS QUAD   -  HANOVER (1984)
 JV1587
 JV1587                         *CURRENT SURVEY CONTROL
 JV1587  ___________________________________________________________________
 JV1587* NAD 83(1986)-  39 48 14.     (N)    076 59 11.     (W)     SCALED    
 JV1587* NAVD 88     -       185.406  (meters)     608.29   (feet)  ADJUSTED  
 JV1587  ___________________________________________________________________
 JV1587  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JV1587  DYNAMIC HT  -         185.308 (meters)     607.96  (feet)  COMP
 JV1587  MODELED GRAV-     980,093.0   (mgal)                       NAVD 88
 JV1587
 JV1587  VERT ORDER  -  SECOND    CLASS 0
 JV1587
 JV1587.The horizontal coordinates were scaled from a topographic map and have
 JV1587.an estimated accuracy of +/- 6 seconds.
 JV1587
 JV1587.The orthometric height was determined by differential leveling
 JV1587.and adjusted by the National Geodetic Survey in June 1991..
 JV1587
 JV1587.The geoid height was determined by GEOID03.
 JV1587
 JV1587.The dynamic height is computed by dividing the NAVD 88
 JV1587.geopotential number by the normal gravity value computed on the
 JV1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1587.degrees latitude (g = 980.6199 gals.).
 JV1587
 JV1587.The modeled gravity was interpolated from observed gravity values.
 JV1587
 JV1587;                    North         East    Units  Estimated Accuracy
 JV1587;SPC PA S     -    52,530.      665,400.      MT  (+/- 180 meters Scaled)
 JV1587
 JV1587                          SUPERSEDED SURVEY CONTROL
 JV1587
 JV1587  NGVD 29 (??/??/??)  185.611  (m)          608.96   (f) ADJUSTED    2 0
 JV1587
 JV1587.Superseded values are not recommended for survey control.
 JV1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1587.See file dsdata.txt to determine how the superseded data were derived.
 JV1587
 JV1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK299078(NAD 83)
 JV1587_MARKER: DB = BENCH MARK DISK
 JV1587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV1587_SP_SET: STEP
 JV1587_STAMPING: HANOVER 1935
 JV1587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV1587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV1587+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2006
 JV1587
 JV1587  HISTORY     - Date     Condition        Report By
 JV1587  HISTORY     - 1935     MONUMENTED       CGS
 JV1587  HISTORY     - 1945     GOOD             CGS
 JV1587  HISTORY     - 20060715 GOOD             GEOCAC
 JV1587
 JV1587                          STATION DESCRIPTION
 JV1587
 JV1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1587'AT HANOVER.
 JV1587'AT HANOVER, YORK COUNTY, ABOUT 400 FEET WEST OF THE WESTERN
 JV1587'MARYLAND RAILWAY AND THE PENNSYLVANIA RAILROAD STATION, AT THE
 JV1587'PUBLIC LIBRARY, IN THE TOP OF THE FIRST STONE ENTRANCE STEP, 24
 JV1587'FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING, 12 FEET EAST
 JV1587'OF THE SOUTH MAIN ENTRANCE, AND ABOUT LEVEL WITH THE SIDEWALK.  A
 JV1587'STANDARD DISK, STAMPED HANOVER 1935.
 JV1587
 JV1587                          STATION RECOVERY (1945)
 JV1587
 JV1587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 JV1587'RECOVERED IN GOOD CONDITION.
 JV1587
 JV1587                          STATION RECOVERY (2006)
 JV1587
 JV1587'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV1587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV6133 ***********************************************************************
 JV6133  DESIGNATION -  HANOVER LESCHEY MYERS TANK
 JV6133  PID         -  JV6133
 JV6133  STATE/COUNTY-  PA/YORK
 JV6133  USGS QUAD   -  HANOVER (1984)
 JV6133
 JV6133                         *CURRENT SURVEY CONTROL
 JV6133  ___________________________________________________________________
 JV6133* NAD 83(1992)-  39 48 24.06532(N)    076 59 51.05883(W)     ADJUSTED  
 JV6133* NAVD 88     -                                                        
 JV6133  ___________________________________________________________________
 JV6133  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 JV6133  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 JV6133
 JV6133  HORZ ORDER  -  THIRD
 JV6133
 JV6133.The horizontal coordinates were established by classical geodetic methods
 JV6133.and adjusted by the National Geodetic Survey in June 2002..
 JV6133
 JV6133
 JV6133.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV6133
 JV6133.The geoid height was determined by GEOID03.
 JV6133
 JV6133;                    North         East     Units Scale Factor Converg.
 JV6133;SPC PA S     -    52,833.215   664,438.970   MT  1.00002222   +0 29 17.5
 JV6133;SPC PA S     -   173,336.97  2,179,913.52   sFT  1.00002222   +0 29 17.5
 JV6133;SPC MD       -   237,566.976   400,212.703   MT  1.00008189   +0 00 05.6
 JV6133;SPC MD       -   779,417.65  1,313,031.18   sFT  1.00008189   +0 00 05.6
 JV6133;UTM  18      - 4,408,210.146   329,006.437   MT  0.99995997   -1 16 44.8
 JV6133
 JV6133                          SUPERSEDED SURVEY CONTROL
 JV6133
 JV6133  NAD 83(1991)-  39 48 24.06392(N)    076 59 51.06143(W) AD(       ) 4
 JV6133  NAD 83(1986)-  39 48 24.06321(N)    076 59 51.06345(W) AD(       ) 4
 JV6133  NAD 27      -  39 48 23.71100(N)    076 59 52.14900(W) AD(       ) 3
 JV6133
 JV6133.Superseded values are not recommended for survey control.
 JV6133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV6133.See file dsdata.txt to determine how the superseded data were derived.
 JV6133
 JV6133_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK2900608210(NAD 83)
 JV6133_MARKER: 53 = ELEVATED TANK
 JV6133
 JV6133  HISTORY     - Date     Condition        Report By
 JV6133  HISTORY     - 1942     FIRST OBSERVED   CGS
 JV6133
 JV6133                          STATION DESCRIPTION
 JV6133
 JV6133'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 JV6133'THIS INTERSECTION STATION IS THE LESCHEY-MYERS TANK IN THE NW SECTION
 JV6133'OF HANOVER.  ON IT IS PAINTED LESCHEY-MYERS CIGAR BOXES.  IT IS A
 JV6133'SMALL SILVER WATER TANK ABOUT 120 FEET HIGH WITH A CONICAL ROOF.  THE
 JV6133'TOP WAS THE POINT OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1611 ***********************************************************************
 JV1611  DESIGNATION -  HANOVER RESET
 JV1611  PID         -  JV1611
 JV1611  STATE/COUNTY-  PA/YORK
 JV1611  USGS QUAD   -  HANOVER (1984)
 JV1611
 JV1611                         *CURRENT SURVEY CONTROL
 JV1611  ___________________________________________________________________
 JV1611* NAD 83(1992)-  39 48 28.64033(N)    076 59 06.17782(W)     ADJUSTED  
 JV1611* NAVD 88     -       195.27   (+/-2cm)     640.6    (feet)  VERTCON   
 JV1611  ___________________________________________________________________
 JV1611  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 JV1611  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 JV1611
 JV1611  HORZ ORDER  -  SECOND
 JV1611  VERT ORDER  -  THIRD (See Below)
 JV1611
 JV1611.The horizontal coordinates were established by classical geodetic methods
 JV1611.and adjusted by the National Geodetic Survey in June 2002..
 JV1611
 JV1611.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV1611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV1611.The vertical order pertains to the NGVD 29 superseded value.
 JV1611
 JV1611.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV1611
 JV1611.The geoid height was determined by GEOID03.
 JV1611
 JV1611;                    North         East     Units Scale Factor Converg.
 JV1611;SPC PA S     -    52,983.488   665,505.328   MT  1.00002197   +0 29 46.7
 JV1611;SPC PA S     -   173,829.99  2,183,412.06   sFT  1.00002197   +0 29 46.7
 JV1611;SPC MD       -   237,708.192   401,280.365   MT  1.00008226   +0 00 33.8
 JV1611;SPC MD       -   779,880.96  1,316,534.00   sFT  1.00008226   +0 00 33.8
 JV1611;UTM  18      - 4,408,327.450   330,076.854   MT  0.99995548   -1 16 16.2
 JV1611
 JV1611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV1611!SPC PA S     -   0.99997456  x   1.00002197  =   0.99999653
 JV1611!SPC MD       -   0.99997456  x   1.00008226  =   1.00005682
 JV1611!UTM  18      -   0.99997456  x   0.99995548  =   0.99993005
 JV1611
 JV1611:                Primary Azimuth Mark                     Grid Az
 JV1611:SPC PA S     -  HANOVER AZ MK                            029 42 14.6
 JV1611:SPC MD       -  HANOVER AZ MK                            030 11 27.5
 JV1611:UTM  18      -  HANOVER AZ MK                            031 28 17.5
 JV1611
 JV1611|---------------------------------------------------------------------|
 JV1611| PID    Reference Object                     Distance      Geod. Az  |
 JV1611|                                                           dddmmss.s |
 JV1611| CA9497 HANOVER AZ MK                                      0301201.3 |
 JV1611| JV1613 HANOVER RM 2                         31.836 METERS 09419     |
 JV1611| JV1614 HANOVER RM 3                          9.275 METERS 18608     |
 JV1611| JV6134 HANOVER SHOE TANK                   APPROX. 0.6 KM 1964502.7 |
 JV1611| JV4153 LITTLETOWN                          APPROX. 9.1 KM 2481906.5 |
 JV1611| JV4151 MC SHERRYSTOWN CHURCH BELFRY        APPROX. 3.1 KM 2613655.3 |
 JV1611| JV6133 HANOVER LESCHEY MYERS TANK          APPROX. 1.1 KM 2622829.6 |
 JV1611| JV4149 EDGEGROVE CONEWAGO CHAPEL           APPROX. 4.7 KM 2845700.9 |
 JV1611| JV4150 ALWINE BRICK CO STACK               APPROX. 6.7 KM 3230707.5 |
 JV1611| JV1612 HANOVER RM 1                         42.858 METERS 34424     |
 JV1611|---------------------------------------------------------------------|
 JV1611
 JV1611                          SUPERSEDED SURVEY CONTROL
 JV1611
 JV1611  NAD 83(1991)-  39 48 28.63890(N)    076 59 06.18050(W) AD(       ) 2
 JV1611  NAD 83(1986)-  39 48 28.63787(N)    076 59 06.18242(W) AD(       ) 2
 JV1611  NAD 27      -  39 48 28.28600(N)    076 59 07.26400(W) AD(       ) 2
 JV1611  NGVD 29 (??/??/??)  195.48   (m)          641.3    (f) RESET       3  
 JV1611
 JV1611.Superseded values are not recommended for survey control.
 JV1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1611.See file dsdata.txt to determine how the superseded data were derived.
 JV1611
 JV1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK3007708327(NAD 83)
 JV1611_MARKER: DS = TRIANGULATION STATION DISK
 JV1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1611_STAMPING: HANOVER 1942 1963
 JV1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1611+STABILITY: SURFACE MOTION
 JV1611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV1611+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2006
 JV1611
 JV1611  HISTORY     - Date     Condition        Report By
 JV1611  HISTORY     - 1942     MONUMENTED       CGS
 JV1611  HISTORY     - 1951     SEE DESCRIPTION  LOCENG
 JV1611  HISTORY     - 1963     GOOD             CGS
 JV1611  HISTORY     - 1963     GOOD             CGS
 JV1611  HISTORY     - 20060715 GOOD             GEOCAC
 JV1611
 JV1611                          STATION DESCRIPTION
 JV1611
 JV1611'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 JV1611'STATION IS IN THE TOWN OF HANOVER ON VACANT LOT W OF HOSPITAL, ON
 JV1611'PROPERTY OWNED BY A MRS. SMITH OF NEW YORK CITY, NEAR THE
 JV1611'INTERSECTION OF HIGHLAND AVENUE AND AN ALLEY, 51 FEET N OF CENTER
 JV1611'LINE OF HIGHLAND AVENUE, 21 FEET E OF CENTER LINE OF ALLEY.  MARK
 JV1611'PROJECTS ABOUT 2 INCHES.
 JV1611'
 JV1611'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS
 JV1611'SET IN CONCRETE.
 JV1611'
 JV1611'REFERENCE MARK NO. 1 IS ON THE E SIDE OF ALLEYWAY, S OF U.T.CO. OF
 JV1611'PENNSYLVANIA TELEPHONE POLE NO. 52 ABOUT 8 FEET, 7 FEET E OF
 JV1611'CENTER LINE OF ALLEY AND MARK PROJECTS ABOUT 4 INCHES.  THE REFERENCE
 JV1611'MARK IS N OF STATION.
 JV1611'
 JV1611'REFERENCE MARK NO. 2 IS FLUSH WITH GROUND AND SIDEWALK, THE N SIDE OF
 JV1611'MARK BEING SET AGAINST SIDEWALK, THE REFERENCE MARK BEING BETWEEN
 JV1611'SIDEWALK AND STREET CURB WHICH IS ABOUT 3 FEET S OF MARK, THE
 JV1611'REFERENCE MARK IS E OF STATION.
 JV1611'
 JV1611'THE AZIMUTH MARK PROJECTS ABOUT 3 INCHES AND IS 5 FEET SE OF FENCE
 JV1611'CORNER ALONG FENCE LINE, AT SE CORNER OF FARM LANE AND ROAD
 JV1611'RUNNING NE TO RED BARN AND HOUSE, 12 FEET E OF CENTER LINE OF FARM
 JV1611'LANE.  THE AZIMUTH MARK IS REACHED BY GOING E FOM STATION PAST
 JV1611'HOSPITAL FOR 0.2 MILE, TURN LEFT AND GO 0.1 MILE N TO LANE THROUGH
 JV1611'FIELD, FOLLOW LANE FOR 0.15 MILE NW TO MARK ON RIGHT SIDE OF LANE
 JV1611'NEAR FENCE CORNER.
 JV1611'
 JV1611'ALL REFERENCE MARKS ARE STAMPED WITH THEIR RESPECTIVE NUMBERS AND THE
 JV1611'NAME AND DATE OF STATION.
 JV1611'
 JV1611'TO REACH FROM THE CIRCLE IN HANOVER BY GOING NW ON STATE ROUTE 94 AND
 JV1611'CARLISLE STREET FOR 0.5 MILE TO STOCK STREET, TURN RIGHT, E, ON STOCK
 JV1611'STREET AND GO 0.2 MILE TO MCCOSH STREET, TURN LEFT, N, ON MCCOSH
 JV1611'STREET AND GO 0.05 MILE TO HIGHLAND AVENUE, TURN RIGHT, E, ON
 JV1611'HIGHLAND AVENUE AND GO 0.05 MILE TO STATION SITE ON LEFT IN SW CORNER
 JV1611'OF VACANT LOT.
 JV1611'
 JV1611'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 JV1611
 JV1611                          STATION RECOVERY (1951)
 JV1611
 JV1611'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1951 (GGE)
 JV1611'LETTER FROM MR. GEORGE G. EHRHART, 233 FREDERICK STREET, HANOVER,
 JV1611'PA., DATED JUNE 7, 1951-
 JV1611'
 JV1611'THE AZIMUTH MARK WAS DESTROYED DUE TO CONSTRUCTION OF NEW HOMES.
 JV1611'
 JV1611'AZIMUTH MARK DISK STAMPED HANOVER 1942 WAS RECEIVED AT THIS OFFICE
 JV1611'OCTOBER 24, 1951.
 JV1611
 JV1611                          STATION RECOVERY (1963)
 JV1611
 JV1611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MJT)
 JV1611'STATION, REFERENCE MARKS NO. 1 AND 2 RECOVERED IN GOOD CONDITION.
 JV1611'BECAUSE OF GRADING FOR CONSTRUCTION OF A HOUSE, THE STATION MARK
 JV1611'AND SUB-SURFACE MARK WERE LOWERED ABOUT 30 INCHES AND RE-MARKED IN
 JV1611'THE PRECISE ORIGINAL POSITION.  A NEW DESCRIPTION FOLLOWS-
 JV1611'
 JV1611'STATION IS IN THE TOWN OF HANOVER ON THE PROPERTY OF RICHARD O.
 JV1611'MCNULTY LOCATED AT 222 HIGHLAND AVE., 10.3 FEET SOUTH OF THE
 JV1611'SOUTHWEST CORNER OF HOUSE, 67.6 FEET WEST OF SOUTHEAST CORNER OF
 JV1611'HOUSE, 51 FEET NORTH OF CENTER LINE OF HIGHLAND AVE., AND 29.2 FEET
 JV1611'NORTH-NORTHEAST OF POLE FL-63.  THE DISK IS STAMPED HANOVER 1942 1963
 JV1611'AND IS ONE INCH BELOW SURFACE OF GROUND.
 JV1611'
 JV1611'REFERENCE MARK NO. 1 IS ON THE EAST SIDE OF AN ALLEYWAY 149.1 FEET
 JV1611'SOUTH OF THE SOUTH CURB OF POTOMAC STREET, 7.6 FEET NORTH OF POLE
 JV1611'51 1/2, 24.2 FEET NORTHEAST OF NORTHEAST CORNER OF A BRICK GARAGE ON
 JV1611'W. SIDE OF ALLEYWAY.  THE MARK PROJECTS ABOUT 6 INCHES AND THE
 JV1611'DISK IS STAMPED HANOVER NO 1 1942.
 JV1611'
 JV1611'REFERENCE MARK NO. 2 IS ON THE NORTH SIDE OF HIGHLAND AVE. FLUSH WITH
 JV1611'THE SOUTH EDGE OF THE SIDEWALK IN FRONT OF HOUSE NO. 228, 35.7 FEET
 JV1611'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF HOUSE, 70.3 FEET SOUTHWEST
 JV1611'OF THE SOUTHEAST CORNER OF THE HOUSE, AND 4.3 FEET NORTH OF EDGE OF
 JV1611'CURB.  THE MARK IS FLUSH WITH GROUND AND THE DISK IS STAMPED HANOVER
 JV1611'NO 2 1942.
 JV1611'
 JV1611'REFERENCE MARK NO. 3 IS SET IN A DRILL HOLE IN THE NORTH CURB OF
 JV1611'HIGHLAND AVE. JUST WEST OF HOUSE NO. 222, 3.7 FEET EAST OF POLE
 JV1611'FL-63, 72.6 FEET NORTH-NORTHEAST OF NORTHEAST CORNER OF A FRAME
 JV1611'GARAGE WITH ASPHALT TILE ROOFING.  THE MARK IS FLUSH WITH CURB AND
 JV1611'THE DISK IS STAMPED HANOVER NO 3 1942 1963.
 JV1611'
 JV1611'TO REACH THE STATION FROM THE CIRCLE IN HANOVER, GO NORTHWEST ON
 JV1611'CARLISLE STREET (STATE ROUTE 94), 0.5 MILE TO STOCK STREET, TURN
 JV1611'RIGHT AND GO EAST ON STOCK STREET 0.2 MILE TO MCCOSH STREET, TURN
 JV1611'LEFT AND GO NORTH ON MCCOSH STREET 0.1 MILE TO HIGHLAND AVENUE,
 JV1611'TURN RIGHT AND GO EAST ON HIGHLAND AVE. 0.05 MILE TO STATION ON LEFT
 JV1611'AS DESCRIBED.
 JV1611
 JV1611                          STATION RECOVERY (1963)
 JV1611
 JV1611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JV1611'AT HANOVER.
 JV1611'STATION IS IN THE TOWN OF HANOVER ON THE PROPERTY OF RICHARD
 JV1611'O. MC NULTY LOCATED AT 222 HIGHLAND AVENUE, 10.3 FEET SOUTH OF THE
 JV1611'SOUTHWEST CORNER OF THE HOUSE, 67.6 FEET WEST OF THE SOUTHEAST
 JV1611'CORNER OF THE HOUSE, 51 FEET NORTH OF THE CENTER LINE OF HIGHLAND
 JV1611'AVE., 29.2 FEET NORTH-NORTHEAST OF POLE FL 6, AND SET IN THE TOP
 JV1611'OF A CONCRETE POST ONE INCH BELOW THE LEVEL OF THE GROUND.
 JV1611
 JV1611                          STATION RECOVERY (2006)
 JV1611
 JV1611'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV1611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1612 ***********************************************************************
 JV1612  DESIGNATION -  HANOVER RM 1
 JV1612  PID         -  JV1612
 JV1612  STATE/COUNTY-  PA/YORK
 JV1612  USGS QUAD   -  HANOVER (1984)
 JV1612
 JV1612                         *CURRENT SURVEY CONTROL
 JV1612  ___________________________________________________________________
 JV1612* NAD 83(1986)-  39 48 28.     (N)    076 59 06.     (W)     SCALED    
 JV1612* NAVD 88     -       194.989  (meters)     639.73   (feet)  ADJUSTED  
 JV1612  ___________________________________________________________________
 JV1612  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 JV1612  DYNAMIC HT  -         194.886 (meters)     639.39  (feet)  COMP
 JV1612  MODELED GRAV-     980,093.1   (mgal)                       NAVD 88
 JV1612
 JV1612  VERT ORDER  -  SECOND    CLASS 0
 JV1612
 JV1612.The horizontal coordinates were scaled from a topographic map and have
 JV1612.an estimated accuracy of +/- 6 seconds.
 JV1612
 JV1612.The orthometric height was determined by differential leveling
 JV1612.and adjusted by the National Geodetic Survey in June 1991..
 JV1612
 JV1612.The geoid height was determined by GEOID03.
 JV1612
 JV1612.The dynamic height is computed by dividing the NAVD 88
 JV1612.geopotential number by the normal gravity value computed on the
 JV1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1612.degrees latitude (g = 980.6199 gals.).
 JV1612
 JV1612.The modeled gravity was interpolated from observed gravity values.
 JV1612
 JV1612;                    North         East    Units  Estimated Accuracy
 JV1612;SPC PA S     -    52,960.      665,510.      MT  (+/- 180 meters Scaled)
 JV1612
 JV1612                          SUPERSEDED SURVEY CONTROL
 JV1612
 JV1612  NGVD 29 (??/??/??)  195.194  (m)          640.40   (f) ADJUSTED    2 0
 JV1612
 JV1612.Superseded values are not recommended for survey control.
 JV1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1612.See file dsdata.txt to determine how the superseded data were derived.
 JV1612
 JV1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK300083(NAD 83)
 JV1612_MARKER: DR = REFERENCE MARK DISK
 JV1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1612_STAMPING: HANOVER NO 1 1942
 JV1612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1612+STABILITY: SURFACE MOTION
 JV1612
 JV1612  HISTORY     - Date     Condition        Report By
 JV1612  HISTORY     - 1942     MONUMENTED       CGS
 JV1612  HISTORY     - 1963     GOOD             CGS
 JV1612
 JV1612                          STATION DESCRIPTION
 JV1612
 JV1612'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JV1612'AT HANOVER.
 JV1612'140.61 FEET NORTH OF TRIANGULATION STATION HANOVER, DESCRIBED
 JV1612'ABOVE, ON THE EAST SIDE OF AN ALLEYWAY, 149.1 FEET SOUTH OF THE
 JV1612'SOUTH CURB OF POTOMAC STREET, 7.6 FEET NORTH OF POLE 51 1/2,
 JV1612'24.2 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BRICK GARAGE ON
 JV1612'WEST SIDE OF ALLEYWAY.  A STANDARD REFERENCE MARK DISK, STAMPED
 JV1612'HANOVER NO 1 1942 AND SET IN THE TOP OF A CONCRETE POST, 6 IN
 JV1612'ABOVE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1613 ***********************************************************************
 JV1613  DESIGNATION -  HANOVER RM 2
 JV1613  PID         -  JV1613
 JV1613  STATE/COUNTY-  PA/YORK
 JV1613  USGS QUAD   -  HANOVER (1984)
 JV1613
 JV1613                         *CURRENT SURVEY CONTROL
 JV1613  ___________________________________________________________________
 JV1613* NAD 83(1986)-  39 48 28.     (N)    076 59 06.     (W)     SCALED    
 JV1613* NAVD 88     -       195.190  (meters)     640.39   (feet)  ADJUSTED  
 JV1613  ___________________________________________________________________
 JV1613  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 JV1613  DYNAMIC HT  -         195.086 (meters)     640.04  (feet)  COMP
 JV1613  MODELED GRAV-     980,093.1   (mgal)                       NAVD 88
 JV1613
 JV1613  VERT ORDER  -  SECOND    CLASS 0
 JV1613
 JV1613.The horizontal coordinates were scaled from a topographic map and have
 JV1613.an estimated accuracy of +/- 6 seconds.
 JV1613
 JV1613.The orthometric height was determined by differential leveling
 JV1613.and adjusted by the National Geodetic Survey in June 1991..
 JV1613
 JV1613.The geoid height was determined by GEOID03.
 JV1613
 JV1613.The dynamic height is computed by dividing the NAVD 88
 JV1613.geopotential number by the normal gravity value computed on the
 JV1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1613.degrees latitude (g = 980.6199 gals.).
 JV1613
 JV1613.The modeled gravity was interpolated from observed gravity values.
 JV1613
 JV1613;                    North         East    Units  Estimated Accuracy
 JV1613;SPC PA S     -    52,960.      665,510.      MT  (+/- 180 meters Scaled)
 JV1613
 JV1613                          SUPERSEDED SURVEY CONTROL
 JV1613
 JV1613  NGVD 29 (??/??/??)  195.395  (m)          641.06   (f) ADJUSTED    2 0
 JV1613
 JV1613.Superseded values are not recommended for survey control.
 JV1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1613.See file dsdata.txt to determine how the superseded data were derived.
 JV1613
 JV1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK300083(NAD 83)
 JV1613_MARKER: DR = REFERENCE MARK DISK
 JV1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1613_STAMPING: HANOVER NO 2 1942
 JV1613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1613+STABILITY: SURFACE MOTION
 JV1613
 JV1613  HISTORY     - Date     Condition        Report By
 JV1613  HISTORY     - 1942     MONUMENTED       CGS
 JV1613  HISTORY     - 1963     GOOD             CGS
 JV1613
 JV1613                          STATION DESCRIPTION
 JV1613
 JV1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JV1613'AT HANOVER.
 JV1613'104.5 FEET EAST OF TRIANGULATION STATION HANOVER, DESCRIBED
 JV1613'ABOVE, ON THE NORTH SIDE OF HIGHLAND AVE FLUSH WITH THE SOUTH
 JV1613'EDGE OF THE SIDEWALK IN FRONT OF HOUSE NO. 228, 35.7 FT
 JV1613'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF HOUSE, 70.3 FEET
 JV1613'SOUTHWEST OF THE SOUTHEAST CORNER OF THE HOUSE, AND 4.3 FEET
 JV1613'NORTH OF EDGE OF CURB.  A STANDARD REFERENCE MARK DISK, STAMPED
 JV1613'HANOVER NO 2 1942 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1614 ***********************************************************************
 JV1614  DESIGNATION -  HANOVER RM 3
 JV1614  PID         -  JV1614
 JV1614  STATE/COUNTY-  PA/YORK
 JV1614  USGS QUAD   -  HANOVER (1984)
 JV1614
 JV1614                         *CURRENT SURVEY CONTROL
 JV1614  ___________________________________________________________________
 JV1614* NAD 83(1986)-  39 48 28.     (N)    076 59 06.     (W)     SCALED    
 JV1614* NAVD 88     -       194.90   (+/-2cm)     639.4    (feet)  VERTCON   
 JV1614  ___________________________________________________________________
 JV1614  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 JV1614
 JV1614  VERT ORDER  -  THIRD (See Below)
 JV1614
 JV1614.The horizontal coordinates were scaled from a topographic map and have
 JV1614.an estimated accuracy of +/- 6 seconds.
 JV1614
 JV1614.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV1614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV1614.The vertical order pertains to the NGVD 29 superseded value.
 JV1614
 JV1614.The geoid height was determined by GEOID03.
 JV1614
 JV1614;                    North         East    Units  Estimated Accuracy
 JV1614;SPC PA S     -    52,960.      665,510.      MT  (+/- 180 meters Scaled)
 JV1614
 JV1614                          SUPERSEDED SURVEY CONTROL
 JV1614
 JV1614  NGVD 29 (??/??/??)  195.11   (m)          640.1    (f) RESET       3  
 JV1614
 JV1614.Superseded values are not recommended for survey control.
 JV1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1614.See file dsdata.txt to determine how the superseded data were derived.
 JV1614
 JV1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK300083(NAD 83)
 JV1614_MARKER: DR = REFERENCE MARK DISK
 JV1614_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV1614_SP_SET: CURB
 JV1614_STAMPING: HANOVER NO 3 1942 1963
 JV1614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV1614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV1614+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2006
 JV1614
 JV1614  HISTORY     - Date     Condition        Report By
 JV1614  HISTORY     - 1963     MONUMENTED       CGS
 JV1614  HISTORY     - 20030715 GOOD             PADT
 JV1614  HISTORY     - 20060715 GOOD             GEOCAC
 JV1614
 JV1614                          STATION DESCRIPTION
 JV1614
 JV1614'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JV1614'AT HANOVER.
 JV1614'30.44 FEET SOUTH OF TRIANGULATION STATION HANOVER 1942, 1963, AS
 JV1614'DESCRIBED, SET IN A DRILL HOLE IN THE NORTH CURB OF HIGHLAND
 JV1614'AVE, JUST WEST OF HOUSE NO 222, 3.7 FT EAST OF POLE FL-63, 72.6
 JV1614'FEET NORTH-NORTHEAST OF NORTHEAST CORNER OF A FRAME GARAGE WITH
 JV1614'ASPHALT SHINGLE ROOFING.  A STANDARD REFERENCE MARK DISK STAMPED
 JV1614'HANOVER NO 3 1942 1963 AND IS FLUSH WITH CURB.
 JV1614
 JV1614                          STATION RECOVERY (2003)
 JV1614
 JV1614'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (LJM)
 JV1614'RECOVERED IN GOOD CONDITION.
 JV1614
 JV1614                          STATION RECOVERY (2006)
 JV1614
 JV1614'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV1614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0101 ***********************************************************************
 MB0101  DESIGNATION -  HAPPY
 MB0101  PID         -  MB0101
 MB0101  STATE/COUNTY-  PA/CRAWFORD
 MB0101  USGS QUAD   -  MEADVILLE (1990)
 MB0101
 MB0101                         *CURRENT SURVEY CONTROL
 MB0101  ___________________________________________________________________
 MB0101* NAD 83(1992)-  41 42 31.52742(N)    080 11 35.22926(W)     ADJUSTED  
 MB0101* NAVD 88     -       431.428  (meters)    1415.44   (feet)  ADJUSTED  
 MB0101  ___________________________________________________________________
 MB0101  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 MB0101  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 MB0101  DYNAMIC HT  -         431.253 (meters)    1414.87  (feet)  COMP
 MB0101  MODELED GRAV-     980,203.6   (mgal)                       NAVD 88
 MB0101
 MB0101  HORZ ORDER  -  SECOND
 MB0101  VERT ORDER  -  SECOND    CLASS 0
 MB0101
 MB0101.The horizontal coordinates were established by classical geodetic methods
 MB0101.and adjusted by the National Geodetic Survey in June 2002..
 MB0101
 MB0101.The orthometric height was determined by differential leveling
 MB0101.and adjusted by the National Geodetic Survey in June 1991..
 MB0101
 MB0101.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB0101
 MB0101.The geoid height was determined by GEOID03.
 MB0101
 MB0101.The dynamic height is computed by dividing the NAVD 88
 MB0101.geopotential number by the normal gravity value computed on the
 MB0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0101.degrees latitude (g = 980.6199 gals.).
 MB0101
 MB0101.The modeled gravity was interpolated from observed gravity values.
 MB0101
 MB0101;                    North         East     Units Scale Factor Converg.
 MB0101;SPC PA N     -   174,124.662   396,698.470   MT  0.99996974   -1 36 58.4
 MB0101;SPC PA N     -   571,274.00  1,301,501.56   sFT  0.99996974   -1 36 58.4
 MB0101;UTM  17      - 4,617,755.241   567,128.046   MT  0.99965545   +0 32 12.7
 MB0101
 MB0101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB0101!SPC PA N     -   0.99993765  x   0.99996974  =   0.99990739
 MB0101!UTM  17      -   0.99993765  x   0.99965545  =   0.99959312
 MB0101
 MB0101|---------------------------------------------------------------------|
 MB0101| PID    Reference Object                     Distance      Geod. Az  |
 MB0101|                                                           dddmmss.s |
 MB0101| MB0102 HAPPY RM 1                           20.608 METERS 04444     |
 MB0101| MB1863 MEADVILLE RADIO STA WMGW MAST       APPROX. 8.9 KM 1700442.9 |
 MB0101| MB0103 HAPPY RM 2                           22.367 METERS 32038     |
 MB0101|---------------------------------------------------------------------|
 MB0101
 MB0101                          SUPERSEDED SURVEY CONTROL
 MB0101
 MB0101  NAD 83(1995)-  41 42 31.53565(N)    080 11 35.23189(W) AD(       ) 2
 MB0101  NAD 83(1986)-  41 42 31.53417(N)    080 11 35.23187(W) AD(       ) 2
 MB0101  NAD 27      -  41 42 31.33580(N)    080 11 36.01820(W) AD(       ) 2
 MB0101  NGVD 29 (??/??/92)  431.597  (m)         1416.00   (f) ADJ UNCH    2 0
 MB0101
 MB0101.Superseded values are not recommended for survey control.
 MB0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0101.See file dsdata.txt to determine how the superseded data were derived.
 MB0101
 MB0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG6712817755(NAD 83)
 MB0101_MARKER: DB = BENCH MARK DISK
 MB0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0101_STAMPING: HAPPY 1961
 MB0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0101+STABILITY: SURFACE MOTION
 MB0101
 MB0101  HISTORY     - Date     Condition        Report By
 MB0101  HISTORY     - 1961     MONUMENTED       CGS
 MB0101  HISTORY     - 1961     GOOD             CGS
 MB0101  HISTORY     - 1983     GOOD             NGS
 MB0101
 MB0101                          STATION DESCRIPTION
 MB0101
 MB0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 MB0101'THE STATION IS LOCATED ON THE SUMMIT OF A EAST AND WEST RIDGE, 5-1/2
 MB0101'MILES NORTH OF MEADVILLE, 6.0 MILES SOUTHWEST OF
 MB0101'VENANGO AND ON OR ABOUT THE PROPERTY LINE BETWEEN MR. F.H. BAUMBAUGH
 MB0101'AND MR. JOHN FLACKSE.
 MB0101'
 MB0101'TO REACH THE STATION FROM THE POST OFFICE IN SAGERTOWN, GO NORTH ON
 MB0101'U.S. HIGHWAY 19 FOR 0.35 MILE TO THE JUNCTION OF
 MB0101'STATE HIGHWAY 198, TURN LEFT AND GO WEST-SOUTHWEST ON HIGHWAY 198 FOR
 MB0101'2.45 MILES TO A GRAVELED CROSSROAD.  TURN LEFT AND GO
 MB0101'SOUTH ON THE GRAVELED ROAD FOR 0.65 MILE TO THE SUMMIT OF THE RIDGE
 MB0101'AND THE STATION IS LOCATED ON THE LEFT, JUST BEFORE
 MB0101'REACHING A DRIVEWAY LEFT.
 MB0101'
 MB0101'THE STATION MARK, IS A STANDARD DISK STAMPED HAPPY 1961, SET IN TOP
 MB0101'OF A 12 INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE
 MB0101'GROUND SURFACE.  IT IS 24.0 FEET EAST OF THE APPROXIMATE CENTER OF
 MB0101'THE GRAVELED ROAD, 71.5 FEET NORTHWEST OF THE NORTHWEST
 MB0101'CORNER OF A CINDERBLOCK HOUSE AND ABOUT THE SAME ELEVATION AS THE
 MB0101'GRAVELED ROAD.
 MB0101'
 MB0101'REFERENCE MARK 1, IS A STANDARD DISK STAMPED HAPPY NO 1 1961, SET IN
 MB0101'TOP OF A 12 INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE
 MB0101'GROUND SURFACE.  IT IS 72.0 FEET EAST OF THE APPROXIMATE CENTER OF
 MB0101'THE GRAVELED ROAD AND IS ABOUT THE SAME ELEVATION AS THE
 MB0101'STATION MARK.
 MB0101'
 MB0101'REFERENCE MARK 2, IS A STANDARD DISK STAMPED HAPPY NO 2 1961, SET IN
 MB0101'TOP OF A 12 INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE
 MB0101'GROUND SURFACE.  IT IS 25.0 FEET WEST OF THE APPROXIMATE CENTER OF
 MB0101'THE GRAVELED ROAD, 144.8 FEET NORTHWEST OF THE NORTHWEST
 MB0101'CORNER OF THE CINDERBLOCK HOUSE AND IS ABOUT 1.0 FOOT HIGHER THAN THE
 MB0101'STATION MARK.
 MB0101'
 MB0101'HEIGHT OF LIGHT ABOVE STATION MARK 22.14 METERS.
 MB0101
 MB0101                          STATION RECOVERY (1961)
 MB0101
 MB0101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 MB0101'3.7 MI SW FROM SAEGERTOWN.
 MB0101'ABOUT 0.2 MILE NORTH ALONG U.S. HIGHWAY 19 FROM THE POSTOFFICE
 MB0101'IN SAEGERTOWN, THENCE 2.4 MILES WEST ALONG COUNTY HIGHWAY 20054,
 MB0101'THENCE 1.14 MILES SOUTH ALONG TOWNSHIP ROAD 520, 71.5 FEET
 MB0101'NORTHWEST OF THE NORTHWEST CORNER OF A CINDERBLOCK HOUSE AND 24.0
 MB0101'FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD.  SET IN TOP OF A
 MB0101'12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE SURFACE OF
 MB0101'THE GROUND.
 MB0101
 MB0101                          STATION RECOVERY (1983)
 MB0101
 MB0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (APF)
 MB0101'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 MB0101'IN GOOD CONDITION.
 MB0101'
 MB0101'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MILES
 MB0101'NORTH OF MEADVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0102 ***********************************************************************
 MB0102  DESIGNATION -  HAPPY RM 1
 MB0102  PID         -  MB0102
 MB0102  STATE/COUNTY-  PA/CRAWFORD
 MB0102  USGS QUAD   -  MEADVILLE (1990)
 MB0102
 MB0102                         *CURRENT SURVEY CONTROL
 MB0102  ___________________________________________________________________
 MB0102* NAD 83(1986)-  41 42 31.     (N)    080 11 35.     (W)     SCALED    
 MB0102* NAVD 88     -       431.213  (meters)    1414.74   (feet)  ADJUSTED  
 MB0102  ___________________________________________________________________
 MB0102  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 MB0102  DYNAMIC HT  -         431.038 (meters)    1414.16  (feet)  COMP
 MB0102  MODELED GRAV-     980,203.6   (mgal)                       NAVD 88
 MB0102
 MB0102  VERT ORDER  -  SECOND    CLASS 0
 MB0102
 MB0102.The horizontal coordinates were scaled from a topographic map and have
 MB0102.an estimated accuracy of +/- 6 seconds.
 MB0102
 MB0102.The orthometric height was determined by differential leveling
 MB0102.and adjusted by the National Geodetic Survey in June 1991..
 MB0102
 MB0102.The geoid height was determined by GEOID03.
 MB0102
 MB0102.The dynamic height is computed by dividing the NAVD 88
 MB0102.geopotential number by the normal gravity value computed on the
 MB0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0102.degrees latitude (g = 980.6199 gals.).
 MB0102
 MB0102.The modeled gravity was interpolated from observed gravity values.
 MB0102
 MB0102;                    North         East    Units  Estimated Accuracy
 MB0102;SPC PA N     -   174,110.      396,700.      MT  (+/- 180 meters Scaled)
 MB0102
 MB0102                          SUPERSEDED SURVEY CONTROL
 MB0102
 MB0102  NGVD 29 (??/??/92)  431.381  (m)         1415.29   (f) ADJ UNCH    2 0
 MB0102
 MB0102.Superseded values are not recommended for survey control.
 MB0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0102.See file dsdata.txt to determine how the superseded data were derived.
 MB0102
 MB0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG671177(NAD 83)
 MB0102_MARKER: DR = REFERENCE MARK DISK
 MB0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0102_STAMPING: HAPPY NO 1 1961
 MB0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0102+STABILITY: SURFACE MOTION
 MB0102
 MB0102  HISTORY     - Date     Condition        Report By
 MB0102  HISTORY     - 1961     MONUMENTED       CGS
 MB0102
 MB0102                          STATION DESCRIPTION
 MB0102
 MB0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0102'3.7 MI SW FROM SAEGERTOWN.
 MB0102'ABOUT 0.2 MILE NORTH ALONG U.S. HIGHWAY 19 FROM THE POSTOFFICE
 MB0102'IN SAEGERTOWN, THENCE 2.4 MILES WEST ALONG COUNTY HIGHWAY 20054,
 MB0102'THENCE 1.14 MILES SOUTH ALONG TOWNSHIP ROAD 520, 72.0 FEET EAST
 MB0102'OF THE CENTERLINE OF A NORTH AND SOUTH GRAVELED ROAD AND 67.6
 MB0102'FEET NORTHEAST OF THE STATION.  SET IN TOP OF A 12-INCH CONCRETE
 MB0102'CYLINDER FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT LEVEL
 MB0102'WITH THE SURFACE OF THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0103 ***********************************************************************
 MB0103  DESIGNATION -  HAPPY RM 2
 MB0103  PID         -  MB0103
 MB0103  STATE/COUNTY-  PA/CRAWFORD
 MB0103  USGS QUAD   -  MEADVILLE (1990)
 MB0103
 MB0103                         *CURRENT SURVEY CONTROL
 MB0103  ___________________________________________________________________
 MB0103* NAD 83(1986)-  41 42 31.     (N)    080 11 35.     (W)     SCALED    
 MB0103* NAVD 88     -       431.067  (meters)    1414.26   (feet)  ADJUSTED  
 MB0103  ___________________________________________________________________
 MB0103  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 MB0103  DYNAMIC HT  -         430.892 (meters)    1413.68  (feet)  COMP
 MB0103  MODELED GRAV-     980,203.6   (mgal)                       NAVD 88
 MB0103
 MB0103  VERT ORDER  -  SECOND    CLASS 0
 MB0103
 MB0103.The horizontal coordinates were scaled from a topographic map and have
 MB0103.an estimated accuracy of +/- 6 seconds.
 MB0103
 MB0103.The orthometric height was determined by differential leveling
 MB0103.and adjusted by the National Geodetic Survey in June 1991..
 MB0103
 MB0103.The geoid height was determined by GEOID03.
 MB0103
 MB0103.The dynamic height is computed by dividing the NAVD 88
 MB0103.geopotential number by the normal gravity value computed on the
 MB0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0103.degrees latitude (g = 980.6199 gals.).
 MB0103
 MB0103.The modeled gravity was interpolated from observed gravity values.
 MB0103
 MB0103;                    North         East    Units  Estimated Accuracy
 MB0103;SPC PA N     -   174,110.      396,700.      MT  (+/- 180 meters Scaled)
 MB0103
 MB0103                          SUPERSEDED SURVEY CONTROL
 MB0103
 MB0103  NGVD 29 (??/??/92)  431.235  (m)         1414.81   (f) ADJ UNCH    2 0
 MB0103
 MB0103.Superseded values are not recommended for survey control.
 MB0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0103.See file dsdata.txt to determine how the superseded data were derived.
 MB0103
 MB0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG671177(NAD 83)
 MB0103_MARKER: DR = REFERENCE MARK DISK
 MB0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0103_STAMPING: HAPPY NO 2 1961
 MB0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0103+STABILITY: SURFACE MOTION
 MB0103
 MB0103  HISTORY     - Date     Condition        Report By
 MB0103  HISTORY     - 1961     MONUMENTED       CGS
 MB0103
 MB0103                          STATION DESCRIPTION
 MB0103
 MB0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0103'3.8 MI SW FROM SAEGERTOWN.
 MB0103'ABOUT 0.2 MILE NORTH ALONG U.S. HIGHWAY 19 FROM THE POSTOFFICE
 MB0103'IN SAEGERTOWN, THENCE 2.4 MILES WEST ALONG COUNTY HIGHWAY 20054,
 MB0103'THENCE 1.14 MILES SOUTH ALONG TOWNSHIP ROAD 520, 144.8 FEET
 MB0103'NORTHWEST OF THE NORTHWEST CORNER OF A CINDERBLOCK HOUSE, 73.4
 MB0103'FEET NORTHWEST OF THE STATION.  SET IN TOP OF A 12-INCH CONCRETE
 MB0103'CYLINDER FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3791 ***********************************************************************
 KV3791  DESIGNATION -  HARLEYSVILLE TANK
 KV3791  PID         -  KV3791
 KV3791  STATE/COUNTY-  PA/MONTGOMERY
 KV3791  USGS QUAD   -  PERKIOMENVILLE (1992)
 KV3791
 KV3791                         *CURRENT SURVEY CONTROL
 KV3791  ___________________________________________________________________
 KV3791* NAD 83(1992)-  40 16 36.88195(N)    075 23 16.40163(W)     ADJUSTED  
 KV3791* NAVD 88     -                                                        
 KV3791  ___________________________________________________________________
 KV3791  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 KV3791  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 KV3791
 KV3791  HORZ ORDER  -  THIRD
 KV3791
 KV3791.The horizontal coordinates were established by classical geodetic methods
 KV3791.and adjusted by the National Geodetic Survey in June 2002..
 KV3791.No horizontal observational check was made to the station.
 KV3791
 KV3791
 KV3791.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3791
 KV3791.The geoid height was determined by GEOID03.
 KV3791
 KV3791;                    North         East     Units Scale Factor Converg.
 KV3791;SPC PA S     -   107,456.307   800,861.419   MT  0.99996408   +1 31 57.1
 KV3791;SPC PA S     -   352,546.23  2,627,492.84   sFT  0.99996408   +1 31 57.1
 KV3791;UTM  18      - 4,458,564.603   467,023.974   MT  0.99961339   -0 15 02.8
 KV3791
 KV3791                          SUPERSEDED SURVEY CONTROL
 KV3791
 KV3791  NAD 83(1996)-  40 16 36.88066(N)    075 23 16.40152(W) AD(       ) 4
 KV3791  NAD 83(1986)-  40 16 36.87731(N)    075 23 16.40513(W) AD(       ) 4
 KV3791  NAD 27      -  40 16 36.50022(N)    075 23 17.77300(W) AD(       ) 3
 KV3791
 KV3791.Superseded values are not recommended for survey control.
 KV3791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3791.See file dsdata.txt to determine how the superseded data were derived.
 KV3791
 KV3791_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6702458565(NAD 83)
 KV3791_MARKER: 53 = ELEVATED TANK
 KV3791
 KV3791  HISTORY     - Date     Condition        Report By
 KV3791  HISTORY     - 1974     FIRST OBSERVED   PHELCO
 KV3791
 KV3791                          STATION DESCRIPTION
 KV3791
 KV3791'DESCRIBED BY PHILADELPHIA ELECTRIC COMPANY 1974
 KV3791'THE STATION IS LOCATED IN HARLEYSVILLE, LOWER SALFORD TWP., MONTG.
 KV3791'CO., APPROX. 5 MI. S.W. OF SOUDERTON.  IT IS APPROX. 600 FT. S.E. OF
 KV3791'PA. RTE. 113 AND APPROX. 800 FT. S.W. OF PA. RTE. 63.  IT IS A
 KV3791'3-LEGGED STRUCTURE, PAINTED WHITE WITH THE EXCEPTION OF A BROAD
 KV3791'BLUE BAND AROUND THE LOWER PART OF THE TANK.  THE POINT SIGHTED
 KV3791'UPON WAS THE FINIAL ATOP THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1722 ***********************************************************************
 MA1722  DESIGNATION -  HARM
 MA1722  PID         -  MA1722
 MA1722  STATE/COUNTY-  PA/JEFFERSON
 MA1722  USGS QUAD   -  HAZEN (1994)
 MA1722
 MA1722                         *CURRENT SURVEY CONTROL
 MA1722  ___________________________________________________________________
 MA1722* NAD 83(1992)-  41 08 44.08465(N)    078 55 52.75833(W)     ADJUSTED  
 MA1722* NAVD 88     -       559.189  (meters)    1834.61   (feet)  ADJUSTED  
 MA1722  ___________________________________________________________________
 MA1722  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 MA1722  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 MA1722  DYNAMIC HT  -         558.916 (meters)    1833.71  (feet)  COMP
 MA1722  MODELED GRAV-     980,116.6   (mgal)                       NAVD 88
 MA1722
 MA1722  HORZ ORDER  -  SECOND
 MA1722  VERT ORDER  -  SECOND    CLASS 0
 MA1722
 MA1722.The horizontal coordinates were established by classical geodetic methods
 MA1722.and adjusted by the National Geodetic Survey in June 2002..
 MA1722
 MA1722.The orthometric height was determined by differential leveling
 MA1722.and adjusted by the National Geodetic Survey in June 1991..
 MA1722
 MA1722.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1722
 MA1722.The geoid height was determined by GEOID03.
 MA1722
 MA1722.The dynamic height is computed by dividing the NAVD 88
 MA1722.geopotential number by the normal gravity value computed on the
 MA1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1722.degrees latitude (g = 980.6199 gals.).
 MA1722
 MA1722.The modeled gravity was interpolated from observed gravity values.
 MA1722
 MA1722;                    North         East     Units Scale Factor Converg.
 MA1722;SPC PA N     -   109,387.982   500,834.528   MT  0.99996804   -0 46 53.4
 MA1722;SPC PA N     -   358,883.74  1,643,154.61   sFT  0.99996804   -0 46 53.4
 MA1722;UTM  17      - 4,556,980.465   673,600.778   MT  0.99997092   +1 21 41.3
 MA1722
 MA1722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1722!SPC PA N     -   0.99991737  x   0.99996804  =   0.99988541
 MA1722!UTM  17      -   0.99991737  x   0.99997092  =   0.99988829
 MA1722
 MA1722|---------------------------------------------------------------------|
 MA1722| PID    Reference Object                     Distance      Geod. Az  |
 MA1722|                                                           dddmmss.s |
 MA1722| MA1721 HARM RM 1                            10.020 METERS 07053     |
 MA1722| MA1723 HARM RM 2                             7.792 METERS 22808     |
 MA1722| MA2294 BERK                                APPROX. 3.2 KM 2602622.8 |
 MA1722|---------------------------------------------------------------------|
 MA1722
 MA1722                          SUPERSEDED SURVEY CONTROL
 MA1722
 MA1722  NAD 83(1986)-  41 08 44.08589(N)    078 55 52.76114(W) AD(       ) 2
 MA1722  NAD 27      -  41 08 43.85600(N)    078 55 53.63770(W) AD(       ) 2
 MA1722  NGVD 29 (??/??/92)  559.327  (m)         1835.06   (f) ADJ UNCH    2 0
 MA1722
 MA1722.Superseded values are not recommended for survey control.
 MA1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1722.See file dsdata.txt to determine how the superseded data were derived.
 MA1722
 MA1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF7360156980(NAD 83)
 MA1722_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1722
 MA1722  HISTORY     - Date     Condition        Report By
 MA1722  HISTORY     - 1959     MONUMENTED       CGS
 MA1722  HISTORY     - 1964     SEE DESCRIPTION  CGS
 MA1722  HISTORY     - 1981     GOOD             NGS
 MA1722  HISTORY     - 20020730 GOOD             PADT
 MA1722
 MA1722                          STATION DESCRIPTION
 MA1722
 MA1722'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 MA1722'THE STATION IS LOCATED ON A ROAD RIGHT-OF-WAY, SOUTHEAST OF AN
 MA1722'INTERSECTION OF A T-ROAD, ON THE SOUTH SLOPE OF A GRASSY HILL, ABOUT
 MA1722'4 MILES NORTHWEST OF REYNOLDSVILLE, 3 MILES EAST OF EMERICKVILLE AND
 MA1722'ABOUT 0.5 MILE WEST OF HARMTOWN.
 MA1722'
 MA1722'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 322 AND STATE
 MA1722'HIGHWAY 950, 0.05 MILE SOUTH OF THE RAILROAD DEPOT IN REYNOLDSVILLE,
 MA1722'GO WEST ON U.S. HIGHWAY 322 FOR 2.87 MILES TO A CROSSROAD, A CAFE AND
 MA1722'BAR AND SIGN ALLEN MILLS 7 ON THE RIGHT, NORTH, SIDE OF THE
 MA1722'HIGHWAY.  TURN RIGHT AND GO NORTH AND WEST ON COUNTY HIGHWAY 33098
 MA1722'FOR 2.03 MILES TO A CROSSROAD AND ST JOHNS LUTHERAN CHURCH IN THE
 MA1722'NORTHEAST ANGLE OF THE INTERSECTION, AT THE SOUTH EDGE OF THE VILLAGE
 MA1722'OF HARMTOWN.  TURN SHARP LEFT, PASS TO THE SOUTH OF A SAWMILL AND
 MA1722'GO WEST ON A GRAVELED ROAD FOR 0.58 MILE TO THE TOP OF THE HILL, A
 MA1722'T-ROAD INTERSECTION, WHERE THE MAIN ROAD TURNS, SOUTH, DOWNHILL AND
 MA1722'THE STATION IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 MA1722'
 MA1722'THE STATION MARK, A STANDARD DISK STAMPED HARM 1959, IS SET IN THE
 MA1722'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES
 MA1722'ABOVE THE SURFACE OF THE GROUND.  IT IS 25 FEET SOUTHEAST OF THE
 MA1722'CENTER OF THE INTERSECTION OF THE T-ROAD, 14 FEET SOUTH OF THE
 MA1722'CENTER OF THE EAST AND WEST GRAVELED ROAD AND 4 FEET NORTHWEST OF
 MA1722'POWERLINE POLE NO. 212 OVER 9 WITH A STANDARD METAL WITNESS MARKER
 MA1722'SECURED TO ITS SIDE.
 MA1722'
 MA1722'REFERENCE MARK 1, A STANDARD DISK STAMPED HARM NO 1 1959, IS SET IN
 MA1722'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES ABOVE
 MA1722'THE SURFACE OF THE GROUND.  IT IS 30 FEET EAST OF POWERLINE POLE NO
 MA1722'212 OVER 9 AND A STANDARD METAL WITNESS MARKER AND 11.8 FEET
 MA1722'SOUTH OF THE CENTER OF AN EAST AND WEST GRAVELED ROAD.
 MA1722'
 MA1722'REFERENCE MARK 2, A STANDARD DISK STAMPED HARM NO 2 1959, IS SET IN
 MA1722'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 MA1722'OF THE GROUND.  IT IS 27.6 FEET WEST OF POWERLINE POLE NO 212 OVER 9
 MA1722'AND WITNESS MARKER, AND 25 FEET SOUTH OF THE CENTER OF THE T-ROAD
 MA1722'INTERSECTION.
 MA1722'
 MA1722'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  STATION BERK
 MA1722'1958 OR THE ST PAULS LUTHERAN CHURCH MAY BE USED AS AN AZIMUTH MARK.
 MA1722'
 MA1722'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 MA1722
 MA1722                          STATION RECOVERY (1964)
 MA1722
 MA1722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EP)
 MA1722'STATION RECOVERED IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION IS
 MA1722'ADEQUATE FOR RECOVERY.
 MA1722
 MA1722                          STATION RECOVERY (1981)
 MA1722
 MA1722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RMM)
 MA1722'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 MA1722'SINCE THE ORIGINAL DESCRIPTION WAS WRITTEN, THE GRAVEL ROAD PAST THE
 MA1722'STATION HAS BEEN REROUTED ALONG THE SOUTHEAST SIDE OF THE STATION,
 MA1722'AND THE AREA SURROUNDING THE STATION IS PRESENTLY BEING STRIPMINED.
 MA1722'THE POWERLINE POLE IN THE DESCRIPTION HAS BEEN TRIMMED TO ABOUT
 MA1722'FIVE FEET TALL, AND HAS A BLASTING AREA SIGN FASTENED ON IT.
 MA1722'
 MA1722'THE STATION AND REFERENCE MARK 1 ARE NOW ON A 15-20 FOOT HIGH BLUFF
 MA1722'CREATED BY THE SURROUNDING AREA HAVING BEEN STRIPMINED.  THE STATION
 MA1722'MARK IS 92 FEET NORTHWEST OF THE CENTERLINE OF THE GRAVEL ROAD, AND
 MA1722'125 FEET NORTH OF THE CENTER OF A T-INTERSECTION OF THE GRAVEL
 MA1722'ROAD AND A DRIVEWAY LEADING NORTH INTO THE STRIPMINE.
 MA1722'
 MA1722'REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT FOUND.
 MA1722'
 MA1722'FROM GROUND LEVEL, TREES BLOCK THE LINE OF SIGHT FROM THE STATION
 MA1722'MARK TO THE CROSS ON ST. PAULS LUTHERAN CHURCH.
 MA1722'
 MA1722'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MILES WEST OF
 MA1722'HARMSTOWN.
 MA1722
 MA1722                          STATION RECOVERY (2002)
 MA1722
 MA1722'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (BH)
 MA1722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2018 ***********************************************************************
 KX2018  DESIGNATION -  HARMON
 KX2018  PID         -  KX2018
 KX2018  STATE/COUNTY-  PA/WESTMORELAND
 KX2018  USGS QUAD   -  LATROBE (1993)
 KX2018
 KX2018                         *CURRENT SURVEY CONTROL
 KX2018  ___________________________________________________________________
 KX2018* NAD 83(1992)-  40 19 47.60683(N)    079 26 17.88347(W)     ADJUSTED  
 KX2018* NAVD 88     -       440.     (meters)    1444.     (feet)  SCALED    
 KX2018  ___________________________________________________________________
 KX2018  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 KX2018  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KX2018
 KX2018  HORZ ORDER  -  THIRD
 KX2018
 KX2018.The horizontal coordinates were established by classical geodetic methods
 KX2018.and adjusted by the National Geodetic Survey in June 2002..
 KX2018
 KX2018.The orthometric height was scaled from a topographic map.
 KX2018
 KX2018.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2018
 KX2018.The geoid height was determined by GEOID03.
 KX2018
 KX2018;                    North         East     Units Scale Factor Converg.
 KX2018;SPC PA S     -   112,023.831   456,539.880   MT  0.99996171   -1 05 43.3
 KX2018;SPC PA S     -   367,531.52  1,497,831.26   sFT  0.99996171   -1 05 43.3
 KX2018;UTM  17      - 4,465,543.197   632,665.146   MT  0.99981665   +1 00 39.1
 KX2018
 KX2018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2018!SPC PA S     -   0.99993617  x   0.99996171  =   0.99989788
 KX2018!UTM  17      -   0.99993617  x   0.99981665  =   0.99975283
 KX2018
 KX2018:                Primary Azimuth Mark                     Grid Az
 KX2018:SPC PA S     -  STROBLE                                  227 10 21.7
 KX2018:UTM  17      -  STROBLE                                  225 03 59.3
 KX2018
 KX2018|---------------------------------------------------------------------|
 KX2018| PID    Reference Object                     Distance      Geod. Az  |
 KX2018|                                                           dddmmss.s |
 KX2018| KX2019 STROBLE                             APPROX. 6.9 KM 2260438.4 |
 KX2018|---------------------------------------------------------------------|
 KX2018
 KX2018                          SUPERSEDED SURVEY CONTROL
 KX2018
 KX2018  NAD 83(1986)-  40 19 47.61070(N)    079 26 17.88977(W) AD(       ) 3
 KX2018  NAD 27      -  40 19 47.36128(N)    079 26 18.75028(W) AD(       ) 3
 KX2018
 KX2018.Superseded values are not recommended for survey control.
 KX2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2018.See file dsdata.txt to determine how the superseded data were derived.
 KX2018
 KX2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE3266565543(NAD 83)
 KX2018_MARKER: DD = SURVEY DISK
 KX2018_SETTING: 0 = UNSPECIFIED SETTING
 KX2018_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX2018
 KX2018  HISTORY     - Date     Condition        Report By
 KX2018  HISTORY     - 1899     MONUMENTED       USGS
 KX2018
 KX2018                          STATION DESCRIPTION
 KX2018
 KX2018'DESCRIBED BY US GEOLOGICAL SURVEY 1899 (AHT)
 KX2018'IN UNITY TOWNSHIP ABOUT 3.0 MI N. OF W. OF LATROBE, ON HIGH RIDGE
 KX2018'KNOWN LOCALLY AS DRY RIDGE.  THE RIDGE IS FLAT ON TOP AND THE STATION
 KX2018'IS NEAR CENTER OF CLEARED FIELD.
 KX2018'
 KX2018'STATION MARK--  STONE POST 42 BY 8 BY 8-IN., SET 8 IN. IN GROUND, IN
 KX2018'CENTER OF TOP OF WHICH IS CEMENTED A STANDARD DISK
 KX2018'MARKED---U S GEOLOGICAL SURVEY-PENNSYLVANIA---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2847 ***********************************************************************
 KW2847  DESIGNATION -  HARMON
 KW2847  PID         -  KW2847
 KW2847  STATE/COUNTY-  PA/CUMBERLAND
 KW2847  USGS QUAD   -  PLAINFIELD (1975)
 KW2847
 KW2847                         *CURRENT SURVEY CONTROL
 KW2847  ___________________________________________________________________
 KW2847* NAD 83(1992)-  40 07 54.28007(N)    077 21 07.90352(W)     ADJUSTED  
 KW2847* NAVD 88     -       195.9    (meters)     643.     (feet)  VERTCON   
 KW2847  ___________________________________________________________________
 KW2847  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 KW2847  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 KW2847
 KW2847  HORZ ORDER  -  SECOND
 KW2847
 KW2847.The horizontal coordinates were established by classical geodetic methods
 KW2847.and adjusted by the National Geodetic Survey in June 2002..
 KW2847
 KW2847.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2847
 KW2847.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2847
 KW2847.The geoid height was determined by GEOID03.
 KW2847
 KW2847;                    North         East     Units Scale Factor Converg.
 KW2847;SPC PA S     -    88,727.578   633,903.728   MT  0.99997491   +0 15 29.1
 KW2847;SPC PA S     -   291,100.40  2,079,732.48   sFT  0.99997491   +0 15 29.1
 KW2847;UTM  18      - 4,445,032.013   299,594.066   MT  1.00009444   -1 30 59.8
 KW2847
 KW2847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2847!SPC PA S     -   0.99997464  x   0.99997491  =   0.99994955
 KW2847!UTM  18      -   0.99997464  x   1.00009444  =   1.00006908
 KW2847
 KW2847|---------------------------------------------------------------------|
 KW2847| PID    Reference Object                     Distance      Geod. Az  |
 KW2847|                                                           dddmmss.s |
 KW2847| KW2052 Z 164                                21.385 METERS 05615     |
 KW2847| KW2139 CORNMAN                             APPROX. 1.1 KM 1333838.8 |
 KW2847| CJ9943 HARMON RM 1                          21.660 METERS 34323     |
 KW2847|---------------------------------------------------------------------|
 KW2847
 KW2847                          SUPERSEDED SURVEY CONTROL
 KW2847
 KW2847  NAD 83(1995)-  40 07 54.27677(N)    077 21 07.90652(W) AD(       ) 2
 KW2847  NAD 83(1986)-  40 07 54.27650(N)    077 21 07.90772(W) AD(       ) 2
 KW2847  NAD 27      -  40 07 53.95740(N)    077 21 08.97070(W) AD(       ) 2
 KW2847  NGVD 29 (07/19/86)  196.1    (m)          643.     (f) VERT ANG       
 KW2847
 KW2847.Superseded values are not recommended for survey control.
 KW2847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2847.See file dsdata.txt to determine how the superseded data were derived.
 KW2847
 KW2847_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK9959445032(NAD 83)
 KW2847_MARKER: DS = TRIANGULATION STATION DISK
 KW2847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2847
 KW2847  HISTORY     - Date     Condition        Report By
 KW2847  HISTORY     - 1960     MONUMENTED       CGS
 KW2847
 KW2847                          STATION DESCRIPTION
 KW2847
 KW2847'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW2847'THE STATION IS LOCATED ALONG THE WEST SIDE OF STATE HIGHWAY 233, NEAR
 KW2847'THE EAST EDGE OF A FARM LOT, ON PROPERTY OWNED BY MRS. NORA
 KW2847'HARMON, ABOUT 4.0 MILES SOUTHEAST OF NEWVILLE, 3-3/4 MILES NORTHEAST
 KW2847'OF WALNUT BOTTOM AND 1.6 MILES NORTH OF DICKINSON.
 KW2847'
 KW2847'TO REACH THE STATION FROM THE POST OFFICE IN DICKINSON, GO NORTHEAST
 KW2847'ON STATE HIGHWAY 33 FOR 0.45 MILE TO THE JUNCTION OF STATE
 KW2847'HIGHWAY 33 AND STATE HIGHWAY 233.  TURN LEFT AND GO NORTH ON STATE
 KW2847'HIGHWAY 233 FOR 1.68 MILES TO A LARGE DAIRY BARN ON THE LEFT,
 KW2847'WEST, SIDE OF THE HIGHWAY AND THE STATION AS DESCRIBED.
 KW2847'
 KW2847'THE STATION MARK, A STANDARD DISK STAMPED HARMON 1960, IS SET IN THE
 KW2847'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 1 INCH
 KW2847'ABOVE THE SURFACE OF THE GROUND.  IT IS 42.0 FEET WEST OF THE CENTER
 KW2847'OF STATE HIGHWAY 233, 36.6 FEET EAST OF THE NORTHEAST CORNER OF A
 KW2847'LARGE DAIRY BARN, 30.6 FEET NORTHWEST OF A POWERLINE POLE, 41.0 FEET
 KW2847'SOUTH OF THE CENTER OF A DRIVEWAY, 28.6 FEET WEST-NORTHWEST OF A
 KW2847'FENCE CORNER, AND 10.0 FEET NORTH OF A BOARD FENCE.
 KW2847'
 KW2847'REFERENCE MARK 1, A STANDARD DISK STAMPED HARMON NO 1 1960, IS
 KW2847'CEMENTED IN A DRILL HOLE IN THE TOP OF A 5X5 FOOT CONCRETE
 KW2847'PIER WHICH PROJECTS ABOUT 5 INCHES ON THE NORTH AND EAST SIDE.  IT IS
 KW2847'77.0 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A LARGE
 KW2847'DAIRY BARN, 44.0 FEET WEST OF A 24-INCH MAPLE TREE IN THE SOUTHWEST
 KW2847'CORNER OF A LAWN, 22.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 KW2847'CORN-CRIB, 23.0 FEET WEST OF THE CENTER OF STATE HIGHWAY 233 AND IS
 KW2847'ABOUT 12-INCHES HIGHER THAN THE STATION.
 KW2847'
 KW2847'REFERENCE MARK 2, IS A STANDARD USC AND GS BENCH MARK DISK STAMPED
 KW2847'Z164 1942, IS SET IN THE TOP OF A 4-INCH SQUARE CONCRETE
 KW2847'MONUMENT WHICH PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF THE
 KW2847'GROUND.  IT IS 31.0 FEET EAST OF THE CENTER OF STATE HIGHWAY 233,
 KW2847'16.0 FEET EAST OF POWERLINE POLE NO. 73, 4.0 FEET SOUTH OF THE CENTER
 KW2847'OF A TRACK ROAD, 2.6 FEET WEST OF A POWERLINE POLE, 2.0 FEET
 KW2847'NORTH OF THE NORTH EDGE OF A CULTIVATED FIELD AND IS ABOUT 1.32 FEET
 KW2847'LOWER THAN THE STATION.
 KW2847'
 KW2847'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0220 ***********************************************************************
 KY0220  DESIGNATION -  HARMONY
 KY0220  PID         -  KY0220
 KY0220  STATE/COUNTY-  PA/BUTLER
 KY0220  USGS QUAD   -  ZELIENOPLE (1990)
 KY0220
 KY0220                         *CURRENT SURVEY CONTROL
 KY0220  ___________________________________________________________________
 KY0220* NAD 83(1992)-  40 47 49.03760(N)    080 07 38.83172(W)     ADJUSTED  
 KY0220* NAVD 88     -       306.231  (meters)    1004.69   (feet)  ADJUSTED  
 KY0220  ___________________________________________________________________
 KY0220  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 KY0220  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KY0220  DYNAMIC HT  -         306.077 (meters)    1004.19  (feet)  COMP
 KY0220  MODELED GRAV-     980,111.5   (mgal)                       NAVD 88
 KY0220
 KY0220  HORZ ORDER  -  SECOND
 KY0220  VERT ORDER  -  SECOND    CLASS 0
 KY0220
 KY0220.The horizontal coordinates were established by classical geodetic methods
 KY0220.and adjusted by the National Geodetic Survey in June 2002..
 KY0220
 KY0220.The orthometric height was determined by differential leveling
 KY0220.and adjusted by the National Geodetic Survey in June 1991..
 KY0220
 KY0220.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY0220
 KY0220.The geoid height was determined by GEOID03.
 KY0220
 KY0220.The dynamic height is computed by dividing the NAVD 88
 KY0220.geopotential number by the normal gravity value computed on the
 KY0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0220.degrees latitude (g = 980.6199 gals.).
 KY0220
 KY0220.The modeled gravity was interpolated from observed gravity values.
 KY0220
 KY0220;                    North         East     Units Scale Factor Converg.
 KY0220;SPC PA S     -   165,216.502   399,388.652   MT  0.99997772   -1 32 32.9
 KY0220;SPC PA S     -   542,047.81  1,310,327.60   sFT  0.99997772   -1 32 32.9
 KY0220;UTM  17      - 4,516,583.748   573,607.672   MT  0.99966669   +0 34 12.5
 KY0220
 KY0220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY0220!SPC PA S     -   0.99995731  x   0.99997772  =   0.99993503
 KY0220!UTM  17      -   0.99995731  x   0.99966669  =   0.99962402
 KY0220
 KY0220:                Primary Azimuth Mark                     Grid Az
 KY0220:SPC PA S     -  OTTO                                     049 11 09.4
 KY0220:UTM  17      -  OTTO                                     047 04 24.0
 KY0220
 KY0220|---------------------------------------------------------------------|
 KY0220| PID    Reference Object                     Distance      Geod. Az  |
 KY0220|                                                           dddmmss.s |
 KY0220| KY3020 OTTO                                APPROX. 1.4 KM 0473836.5 |
 KY0220| CX4658 HARMONY RM 1                          6.861 METERS 12949     |
 KY0220| KY3025 HARMONY MUNICIPAL TANK                6.667 METERS 13839     |
 KY0220| CX4659 HARMONY RM 2                         11.619 METERS 24136     |
 KY0220|---------------------------------------------------------------------|
 KY0220
 KY0220                          SUPERSEDED SURVEY CONTROL
 KY0220
 KY0220  NAD 83(1995)-  40 47 49.03856(N)    080 07 38.82890(W) AD(       ) 2
 KY0220  NAD 83(1986)-  40 47 49.04175(N)    080 07 38.83888(W) AD(       ) 2
 KY0220  NAD 27      -  40 47 48.80930(N)    080 07 39.63180(W) AD(       ) 2
 KY0220  NGVD 29 (??/??/92)  306.380  (m)         1005.18   (f) ADJ UNCH    2 0
 KY0220
 KY0220.Superseded values are not recommended for survey control.
 KY0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0220.See file dsdata.txt to determine how the superseded data were derived.
 KY0220
 KY0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF7360816584(NAD 83)
 KY0220_MARKER: DB = BENCH MARK DISK
 KY0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0220_STAMPING: HARMONY 1959
 KY0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0220+STABILITY: SURFACE MOTION
 KY0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY0220+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2002
 KY0220
 KY0220  HISTORY     - Date     Condition        Report By
 KY0220  HISTORY     - 1959     MONUMENTED       CGS
 KY0220  HISTORY     - 1960     GOOD             NGS
 KY0220  HISTORY     - 20020113 GOOD             INDIV
 KY0220
 KY0220                          STATION DESCRIPTION
 KY0220
 KY0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 KY0220'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF HARMONY CITY
 KY0220'LIMITS, NEAR THE SOUTHWEST LEG OF THE HARMONY, MUNICIPAL WATER
 KY0220'TANK AND JUST NORTH OF NEW CASTLE STREET.
 KY0220'
 KY0220'TO REACH THE STATION FROM THE POST OFFICE IN HARMONY, GO SOUTH ON
 KY0220'A BLACKTOP ROAD FOR ABOUT 50 YARDS TO THE INTERSECTION OF MAIN
 KY0220'STREET.  TURN LEFT AND GO EAST ON MAIN STREET FOR 0.2 MILE TO ITS
 KY0220'JUNCTION WITH STATE HIGHWAY 68.  TURN RIGHT AND GO SOUTH ON STATE
 KY0220'HIGHWAY 68 AND MAIN STREET FOR 0.10 MILE TO THE INTERSECTION OF
 KY0220'PITTSBURG STREET ON THE LEFT, EAST, SIDE OF STATE HIGHWAY 68 AND
 KY0220'MAIN STREET.  TURN LEFT AND GO SOUTHEAST ON PITTSBURG STREET FOR
 KY0220'0.1 MILE TO THE INTERSECTION OF NEW CASTLE AND PITTSBURG STREET.
 KY0220'TURN LEFT AND GO NORTHEAST ON NEW CASTLE STREET FOR 0.04 MILE TO
 KY0220'THE HARMONY, MUNICIPAL WATER TANK AND THE STATION ON THE LEFT, NORTH,
 KY0220'SIDE OF THE STREET.
 KY0220'
 KY0220'THE STATION MARK, A STANDARD DISK STAMPED HARMONY 1959, IS SET IN
 KY0220'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KY0220'SURFACE OF THE GROUND.  IT IS 42.0 FEET NORTH OF THE CENTER OF THE
 KY0220'INTERSECTION OF NEW CASTLE STREET AND A DRIVEWAY, 10 FEET
 KY0220'NORTHEAST OF THE CENTER OF NEW CASTLE STREET, 7.0 FEET NORTHWEST
 KY0220'OF THE NORTHWEST LEG OF THE HARMONY MUNICIPAL WATER TANK AND 5.0
 KY0220'FEET SOUTH OF A FENCE CORNER.
 KY0220'
 KY0220'REFERENCE MARK 1, A STANDARD DISK STAMPED HARMONY NO 1 1959, IS
 KY0220'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE CONCRETE
 KY0220'BASE OF THE CENTER RISER OF THE MUNICIPAL WATER TANK.  IT IS 23.6
 KY0220'FEET SOUTH-SOUTHEAST OF A FENCE CORNER, 1.5 FEET NORTH OF THE
 KY0220'CENTER RISER OF THE WATER TANK AND THE MARK PROJECTS ABOUT 12
 KY0220'INCHES ABOVE THE SURFACE OF THE GROUND.
 KY0220'
 KY0220'REFERENCE MARK 2, A STANDARD DISK STAMPED HARMONY NO 2 1959, IS
 KY0220'CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE SIDE WALK WHICH
 KY0220'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 25.0 FEET
 KY0220'SOUTHWEST OF THE CENTER OF THE INTERSECTION OF NEW CASTLE STREET
 KY0220'AND A PRIVATE DRIVE WAY AND 3.0 FEET NORTHEAST OF THE NORTHEAST
 KY0220'CORNER OF A GARAGE.
 KY0220'
 KY0220'THE HARMONY, MUNICIPAL WATER TANK IS A 4 TUBULAR LEGGED STEEL
 KY0220'STRUCTURE WITH A DOUBLE ELLIPSOIDAL TANK ON TOP AND A CENTER RISER
 KY0220'FROM THE CENTER OF THE TANK TO THE GROUND.  THE CENTER RISER IS
 KY0220'ABOUT 12 FEET IN DIAMETER.  THE STRUCTURE IS APPROXIMATELY 80
 KY0220'FEET IN HEIGHT AND IS PAINTED SILVER.
 KY0220'
 KY0220'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARMONY,
 KY0220'DISTANCE BEING 21.87 FEET AND 6.666 METERS (CENTER OF RISER)
 KY0220'SOUTHEAST OF STATION HARMONY.
 KY0220'
 KY0220'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 KY0220'
 KY0220'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KY0220
 KY0220                          STATION RECOVERY (1960)
 KY0220
 KY0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KY0220'IN HARMONY.
 KY0220'ABOUT 0.2 MILE NORTH OF THE CONNOQUENESSING VALLEY ELEMENTARY
 KY0220'SCHOOL BUILDING IN HARMONY, 10 FEET EAST OF THE CENTER OF CHARLES
 KY0220'STREET, 6 FEET NORTH OF NORTHWEST LEG OF WATER TOWER, 42 FEET
 KY0220'NORTH EAST OF THE CENTER OF THE JUNCTION OF NEW CASTLE ST. AND
 KY0220'CHARLES ST., 40 FEET EAST OF BLOCK GARAGE BUILDING, STANDARD BENCH
 KY0220'MARK DISK SET IN TOP OF CONCRETE POST PROJECTING ABOUT 3 INCHES.
 KY0220
 KY0220                          STATION RECOVERY (2002)
 KY0220
 KY0220'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BMB)
 KY0220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0221 ***********************************************************************
 KY0221  DESIGNATION -  HARMONY 1
 KY0221  PID         -  KY0221
 KY0221  STATE/COUNTY-  PA/BUTLER
 KY0221  USGS QUAD   -  ZELIENOPLE (1990)
 KY0221
 KY0221                         *CURRENT SURVEY CONTROL
 KY0221  ___________________________________________________________________
 KY0221* NAD 83(1986)-  40 47 49.     (N)    080 07 38.     (W)     SCALED    
 KY0221* NAVD 88     -       306.725  (meters)    1006.31   (feet)  ADJUSTED  
 KY0221  ___________________________________________________________________
 KY0221  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KY0221  DYNAMIC HT  -         306.570 (meters)    1005.81  (feet)  COMP
 KY0221  MODELED GRAV-     980,111.6   (mgal)                       NAVD 88
 KY0221
 KY0221  VERT ORDER  -  SECOND    CLASS 0
 KY0221
 KY0221.The horizontal coordinates were scaled from a topographic map and have
 KY0221.an estimated accuracy of +/- 6 seconds.
 KY0221
 KY0221.The orthometric height was determined by differential leveling
 KY0221.and adjusted by the National Geodetic Survey in June 1991..
 KY0221
 KY0221.The geoid height was determined by GEOID03.
 KY0221
 KY0221.The dynamic height is computed by dividing the NAVD 88
 KY0221.geopotential number by the normal gravity value computed on the
 KY0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0221.degrees latitude (g = 980.6199 gals.).
 KY0221
 KY0221.The modeled gravity was interpolated from observed gravity values.
 KY0221
 KY0221;                    North         East    Units  Estimated Accuracy
 KY0221;SPC PA S     -   165,220.      399,410.      MT  (+/- 180 meters Scaled)
 KY0221
 KY0221                          SUPERSEDED SURVEY CONTROL
 KY0221
 KY0221  NGVD 29 (??/??/92)  306.874  (m)         1006.80   (f) ADJ UNCH    2 0
 KY0221
 KY0221.Superseded values are not recommended for survey control.
 KY0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0221.See file dsdata.txt to determine how the superseded data were derived.
 KY0221
 KY0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF736165(NAD 83)
 KY0221_MARKER: DB = BENCH MARK DISK
 KY0221_SETTING: 0 = UNSPECIFIED SETTING
 KY0221_STAMPING: HARMONY NO 1 1959
 KY0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0221
 KY0221  HISTORY     - Date     Condition        Report By
 KY0221  HISTORY     - 1959     MONUMENTED       CGS
 KY0221  HISTORY     - 1960     GOOD             NGS
 KY0221  HISTORY     - 20000105 GOOD             PADT
 KY0221
 KY0221                          STATION DESCRIPTION
 KY0221
 KY0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0221'IN HARMONY.
 KY0221'ABOUT 0.2 MILE DUE NORTH OF THE CONNOQUENESSING VALLEY ELEMENTARY
 KY0221'SCHOOL BUILDING IN HARMONY, 23 FEET SOUTH OF THE STATION SIGHT,
 KY0221'17 FEET SOUTH OF THE NORTH WEST LEG OF WATER TOWER, 43 FEET NORTH
 KY0221'EAST OF THE CENTER OF JUNCTION OF NEW CASTLE ST. AND CHARLES ST.,
 KY0221'STANDARD BENCH MARK DISK DRILLED IN HORIZONTAL.
 KY0221
 KY0221                          STATION RECOVERY (2000)
 KY0221
 KY0221'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (MBJ)
 KY0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0222 ***********************************************************************
 KY0222  DESIGNATION -  HARMONY 2
 KY0222  PID         -  KY0222
 KY0222  STATE/COUNTY-  PA/BUTLER
 KY0222  USGS QUAD   -  ZELIENOPLE (1990)
 KY0222
 KY0222                         *CURRENT SURVEY CONTROL
 KY0222  ___________________________________________________________________
 KY0222* NAD 83(1986)-  40 47 49.     (N)    080 07 38.     (W)     SCALED    
 KY0222* NAVD 88     -       305.824  (meters)    1003.36   (feet)  ADJUSTED  
 KY0222  ___________________________________________________________________
 KY0222  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KY0222  DYNAMIC HT  -         305.670 (meters)    1002.85  (feet)  COMP
 KY0222  MODELED GRAV-     980,111.6   (mgal)                       NAVD 88
 KY0222
 KY0222  VERT ORDER  -  SECOND    CLASS 0
 KY0222
 KY0222.The horizontal coordinates were scaled from a topographic map and have
 KY0222.an estimated accuracy of +/- 6 seconds.
 KY0222
 KY0222.The orthometric height was determined by differential leveling
 KY0222.and adjusted by the National Geodetic Survey in June 1991..
 KY0222
 KY0222.The geoid height was determined by GEOID03.
 KY0222
 KY0222.The dynamic height is computed by dividing the NAVD 88
 KY0222.geopotential number by the normal gravity value computed on the
 KY0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0222.degrees latitude (g = 980.6199 gals.).
 KY0222
 KY0222.The modeled gravity was interpolated from observed gravity values.
 KY0222
 KY0222;                    North         East    Units  Estimated Accuracy
 KY0222;SPC PA S     -   165,220.      399,410.      MT  (+/- 180 meters Scaled)
 KY0222
 KY0222                          SUPERSEDED SURVEY CONTROL
 KY0222
 KY0222  NGVD 29 (??/??/92)  305.973  (m)         1003.85   (f) ADJ UNCH    2 0
 KY0222
 KY0222.Superseded values are not recommended for survey control.
 KY0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0222.See file dsdata.txt to determine how the superseded data were derived.
 KY0222
 KY0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF736165(NAD 83)
 KY0222_MARKER: DB = BENCH MARK DISK
 KY0222_SETTING: 0 = UNSPECIFIED SETTING
 KY0222_STAMPING: HARMONY NO 2 1959
 KY0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0222
 KY0222  HISTORY     - Date     Condition        Report By
 KY0222  HISTORY     - 1959     MONUMENTED       CGS
 KY0222  HISTORY     - 1960     GOOD             NGS
 KY0222  HISTORY     - 20020125 MARK NOT FOUND   INDIV
 KY0222
 KY0222                          STATION DESCRIPTION
 KY0222
 KY0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0222'IN HARMONY.
 KY0222'ABOUT 0.2 MILE DUE NORTH OF THE CONNOQUENESSING VALLEY ELEMENTARY
 KY0222'SCHOOL BUILDING IN HARMONY, 49 FEET WEST OF THE CENTER OF THE
 KY0222'WATER TOWER, 38 FEET SOUTH WEST OF STATION SIGHT, 26 FEET NORTH
 KY0222'WEST OF THE CENTER OF THE JUNCTION OF CHARLES ST. AND NEW CASTLE
 KY0222'ST, STANDARD BENCH MARK DISK DRILLED IN HORIZONTAL.
 KY0222
 KY0222                          STATION RECOVERY (2002)
 KY0222
 KY0222'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BMB)
 KY0222'THIS MARK WAS SUPPOSED TO BE SET VERTICALLY IN A CONCRETE SLAB AT
 KY0222'THE CORNER OF A GARAGE. THAT SLAB HAS BEEN REMOVED FROM THE
 KY0222'SIDEWALK, AND THERE IS NO EVIDENCE OF THE BENCHMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3025 ***********************************************************************
 KY3025  DESIGNATION -  HARMONY MUNICIPAL TANK
 KY3025  PID         -  KY3025
 KY3025  STATE/COUNTY-  PA/BUTLER
 KY3025  USGS QUAD   -  ZELIENOPLE (1990)
 KY3025
 KY3025                         *CURRENT SURVEY CONTROL
 KY3025  ___________________________________________________________________
 KY3025* NAD 83(1992)-  40 47 48.87537(N)    080 07 38.64382(W)     ADJUSTED  
 KY3025* NAVD 88     -                                                        
 KY3025  ___________________________________________________________________
 KY3025  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 KY3025  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KY3025
 KY3025  HORZ ORDER  -  THIRD
 KY3025
 KY3025.The horizontal coordinates were established by classical geodetic methods
 KY3025.and adjusted by the National Geodetic Survey in June 2002..
 KY3025
 KY3025
 KY3025.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3025
 KY3025.The geoid height was determined by GEOID03.
 KY3025
 KY3025;                    North         East     Units Scale Factor Converg.
 KY3025;SPC PA S     -   165,211.381   399,392.921   MT  0.99997772   -1 32 32.8
 KY3025;SPC PA S     -   542,031.01  1,310,341.61   sFT  0.99997772   -1 32 32.8
 KY3025;UTM  17      - 4,516,578.789   573,612.125   MT  0.99966669   +0 34 12.6
 KY3025
 KY3025                          SUPERSEDED SURVEY CONTROL
 KY3025
 KY3025  NAD 83(1995)-  40 47 48.87633(N)    080 07 38.64100(W) AD(       ) 4
 KY3025  NAD 83(1986)-  40 47 48.88051(N)    080 07 38.64941(W) AD(       ) 4
 KY3025  NAD 27      -  40 47 48.64700(N)    080 07 39.44400(W) AD(       ) 3
 KY3025
 KY3025.Superseded values are not recommended for survey control.
 KY3025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3025.See file dsdata.txt to determine how the superseded data were derived.
 KY3025
 KY3025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF7361216579(NAD 83)
 KY3025_MARKER: 53 = ELEVATED TANK
 KY3025
 KY3025  HISTORY     - Date     Condition        Report By
 KY3025  HISTORY     - 1959     FIRST OBSERVED   CGS
 KY3025
 KY3025                          STATION DESCRIPTION
 KY3025
 KY3025'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 KY3025'THE STATION IS THE CENTER OF THE HARMONY, MUNICIPAL WATER TANK,
 KY3025'LOCATED IN THE SOUTHEAST SECTION OF THE CITY LIMITS OF HARMONY.
 KY3025'IT IS A 4 TUBULAR LEGGED STEEL STRUCTURE WITH A DOUBLE ELLIPSOIDAL
 KY3025'TANK ON TOP AND A CENTER RISER FROM THE CENTER OF THE TANK TO THE
 KY3025'GROUND.  THE CENTER RISER IS APPROXIMATELY 12 FEET IN DIAMETER.
 KY3025'THE OVERALL HEIGHT OF THE STRUCTURE IS APPROXIMATELY 80 FEET AND
 KY3025'IS PAINTED SILVER.
 KY3025'
 KY3025'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARMONY,
 KY3025'DISTANCE BEING 21.87 FEET AND 6.666 METERS (CENTER OF RISER)
 KY3025'SOUTHEAST OF STATION HARMONY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1575 ***********************************************************************
 KW1575  DESIGNATION -  HARRIS
 KW1575  PID         -  KW1575
 KW1575  STATE/COUNTY-  PA/MONTOUR
 KW1575  USGS QUAD   -  RIVERSIDE (1984)
 KW1575
 KW1575                         *CURRENT SURVEY CONTROL
 KW1575  ___________________________________________________________________
 KW1575* NAD 83(1992)-  40 59 06.13954(N)    076 42 20.85588(W)     ADJUSTED  
 KW1575* NAVD 88     -       208.524  (meters)     684.13   (feet)  ADJUSTED  
 KW1575  ___________________________________________________________________
 KW1575  X           -   1,108,782.404 (meters)                     COMP
 KW1575  Y           -  -4,692,598.947 (meters)                     COMP
 KW1575  Z           -   4,161,284.125 (meters)                     COMP
 KW1575  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 KW1575  ELLIP HEIGHT-         175.37  (meters)          (06/21/02) GPS OBS
 KW1575  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KW1575  DYNAMIC HT  -         208.433 (meters)     683.83  (feet)  COMP
 KW1575  MODELED GRAV-     980,181.4   (mgal)                       NAVD 88
 KW1575
 KW1575  HORZ ORDER  -  THIRD
 KW1575  VERT ORDER  -  SECOND    CLASS 0
 KW1575  ELLP ORDER  -  FOURTH    CLASS I
 KW1575
 KW1575.The horizontal coordinates were established by classical geodetic methods
 KW1575.and adjusted by the National Geodetic Survey in June 2002..
 KW1575
 KW1575.The orthometric height was determined by differential leveling
 KW1575.and adjusted by the National Geodetic Survey in June 1991..
 KW1575
 KW1575.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KW1575
 KW1575.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW1575
 KW1575.The ellipsoidal height was determined by GPS observations
 KW1575.and is referenced to NAD 83.
 KW1575
 KW1575.The geoid height was determined by GEOID03.
 KW1575
 KW1575.The dynamic height is computed by dividing the NAVD 88
 KW1575.geopotential number by the normal gravity value computed on the
 KW1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1575.degrees latitude (g = 980.6199 gals.).
 KW1575
 KW1575.The modeled gravity was interpolated from observed gravity values.
 KW1575
 KW1575;                    North         East     Units Scale Factor Converg.
 KW1575;SPC PA N     -    91,412.994   687,870.952   MT  0.99998514   +0 41 26.8
 KW1575;SPC PA N     -   299,910.80  2,256,789.95   sFT  0.99998514   +0 41 26.8
 KW1575;UTM  18      - 4,538,497.401   356,504.732   MT  0.99985343   -1 07 08.2
 KW1575
 KW1575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW1575!SPC PA N     -   0.99997249  x   0.99998514  =   0.99995763
 KW1575!UTM  18      -   0.99997249  x   0.99985343  =   0.99982593
 KW1575
 KW1575|---------------------------------------------------------------------|
 KW1575| PID    Reference Object                     Distance      Geod. Az  |
 KW1575|                                                           dddmmss.s |
 KW1575| KW1574 HARRIS RM 1                           7.339 METERS 12140     |
 KW1575| KW3156 MOORESBURG SERVICE ELEC TOWER       APPROX. 2.8 KM 1854123.2 |
 KW1575| KW1576 HARRIS RM 2                           7.014 METERS 30153     |
 KW1575|---------------------------------------------------------------------|
 KW1575
 KW1575                          SUPERSEDED SURVEY CONTROL
 KW1575
 KW1575  NAD 83(1986)-  40 59 06.13973(N)    076 42 20.85127(W) AD(       ) 3
 KW1575  NAD 27      -  40 59 05.82470(N)    076 42 21.99640(W) AD(       ) 3
 KW1575  NGVD 29 (??/??/??)  208.748  (m)          684.87   (f) ADJUSTED    2 0
 KW1575
 KW1575.Superseded values are not recommended for survey control.
 KW1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1575.See file dsdata.txt to determine how the superseded data were derived.
 KW1575
 KW1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL5650538497(NAD 83)
 KW1575_MARKER: DS = TRIANGULATION STATION DISK
 KW1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1575_SP_SET: CONCRETE POST
 KW1575_STAMPING: HARRIS 1959
 KW1575_MARK LOGO: CGS   
 KW1575_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KW1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1575+STABILITY: SURFACE MOTION
 KW1575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW1575+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1988
 KW1575
 KW1575  HISTORY     - Date     Condition        Report By
 KW1575  HISTORY     - 1958     MONUMENTED       CGS
 KW1575  HISTORY     - 1959     GOOD             CGS
 KW1575  HISTORY     - 1965     GOOD             USN
 KW1575  HISTORY     - 1987     GOOD             USPSQD
 KW1575  HISTORY     - 19881019 GOOD             NGS
 KW1575  HISTORY     - 1989     GOOD             USPSQD
 KW1575
 KW1575                          STATION DESCRIPTION
 KW1575
 KW1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CGS)
 KW1575'THE STATION IS LOCATED NEAR THE NORTHEAST CORNER OF THE MOORSBURG
 KW1575'METHODIST CHURCH YARD AND AT THE SOUTHWEST CORNER OF A SMALL
 KW1575'CEMETERY, WHICH IS ABOUT 0.1 MILE NORTH OF THE WEST END OF THE
 KW1575'VILLAGE OF MOORESBURG AND 0.1 MILE NORTH OF STATE HIGHWAYS 45 AND
 KW1575'642.  IT IS 77.9 FEET NORTHEAST OF THE CORNER STONE IN THE NORTHEAST
 KW1575'CORNER OF THE CHURCH BUILDING, 35 FEET NORTHEAST OF THE APPROXIMATE
 KW1575'CENTER OF A GRAVELED ROAD AND 26.5 FEET NORTHWEST OF POWERLINE POLE
 KW1575'NO. 8552 AND 5 FEET WEST OF THE SOUTHWEST CORNER OF A SMALL
 KW1575'CEMETERY.  NO TO REACH IS NECESSARY.
 KW1575'
 KW1575'THE STATION, REFERENCE MARKS NO 1 AND NO 2 ARE STANDARD DISKS SET IN
 KW1575'THE TOP OF SQUARE CONCRETE MONUMENTS WHICH ARE FLUSH WITH THE
 KW1575'SURFACE OF THE GROUND.
 KW1575'
 KW1575'THE STATION MARK IS STAMPED HARRIS 1959.
 KW1575'
 KW1575'REFERENCE MARK 1 IS STAMPED HARRIS NO 1 1959.  IT IS 83.3 FEET EAST
 KW1575'OF THE CORNER STONE IN THE NORTHEAST CORNER OF THE CHURCH BUILDING,
 KW1575'40.6 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 5.5 FEET
 KW1575'WEST OF POWERLINE POLE NO. 8552 AND 2 FEET SOUTH OF THE CEMETERY
 KW1575'FENCE CORNER.
 KW1575'
 KW1575'REFERENCE MARK 2 IS STAMPED HARRIS NO 2 1959.  IT IS 80 FEET NORTH OF
 KW1575'THE CORNER STONE IN THE NORTHEAST CORNER OF THE CHURCH BUILDING,
 KW1575'50.4 FEET NORTHWEST OF POWERLINE POLE NO. 8552 AND 18 FEET NORTHEAST
 KW1575'OF THE APPROXIMATE CENTER OF A GRAVELED ROAD.
 KW1575'
 KW1575'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KW1575
 KW1575                          STATION RECOVERY (1959)
 KW1575
 KW1575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KW1575'5 MI NW FROM DANVILLE.
 KW1575'1.6 MILE NORTHEAST ALONG STATE HIGHWAY NO 54 FROM THE 1ST
 KW1575'NATIONAL BANK OF DANVILLE, THENCE 3.35 MILE WEST ALONG STATE
 KW1575'HIGHWAY NO 45, IN THE VILLAGE OF MORESBURG AT A CHURCH AND
 KW1575'GRAVE YARD, AND ABOUT 0.1 MILE NORTH OF THE HIGHWAY, 23 FEET
 KW1575'SOUTHEAST OF RM NO 2, 27 FEET NORTHWEST OF A POWER POLE WITH
 KW1575'TRANSFORMER, 24 FEET NORTHWEST OF RM NO 1, 24 FEET NORTHEAST OF
 KW1575'THE CENTERLINE OF A GRAVEL ROAD, 78 FEET NORTHEAST OF THE
 KW1575'SOUTHWEST CORNER OF THE CHURCH, ABOUT LEVEL WITH THE GRAVEL
 KW1575'ROAD AND PROJECTING 2 INCHES.
 KW1575
 KW1575                          STATION RECOVERY (1965)
 KW1575
 KW1575'RECOVERY NOTE BY US NAVY 1965
 KW1575'STATION WAS RECOVERED.
 KW1575
 KW1575                          STATION RECOVERY (1987)
 KW1575
 KW1575'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 KW1575'RECOVERED IN GOOD CONDITION.
 KW1575
 KW1575                          STATION RECOVERY (1988)
 KW1575
 KW1575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KW1575'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 KW1575'FOLLOWS.  OTHER MARKS NOT SEARCHED FOR.
 KW1575'THE STATION IS LOCATED ABOUT 5.9 KM (3.65 MI) WEST OF MAUSDALE, 0.3 KM
 KW1575'(0.20 MI) SOUTH OF INTERSTATE HIGHWAY 80, 0.2 KM (0.10 MI) NORTH OF
 KW1575'MOORESBURG, AND IN THE SOUTHWEST CORNER OF A CEMETERY.
 KW1575'OWNERSHIP--TOWNSHIP RIGHT-OF-WAY.
 KW1575'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 642,
 KW1575'1.6 KM (1.00 MI) WEST OF MOORESBURG, GO EAST ON STATE HIGHWAY 642 FOR
 KW1575'1.6 KM (1.00 MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO NORTH
 KW1575'ON MAUGER ROAD FOR 0.1 KM (0.05 MI) TO THE MOORESBURG UNITED METHODIST
 KW1575'CHURCH ON THE LEFT AND THE STATION ON THE RIGHT IN THE CEMETERY.
 KW1575'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 KW1575'MONUMENT 30 CM ON A SIDE PROJECTING 2 CM ABOVE THE GROUND.  LOCATED
 KW1575'28.7 M (94.2 FT) EAST-NORTHEAST OF THE NORTHWEST CORNER OF THE CHURCH,
 KW1575'23.8 M (78.1 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, 8.2
 KW1575'M (26.9 FT) NORTHEAST OF THE CENTER OF THE ROAD, AND 5.1 M (16.7 FT)
 KW1575'NORTHWEST OF THE CENTER OF AN IRON GATE TO THE CEMETERY.
 KW1575'DESCRIBED BY E.J. HANSMANN, TYPED BY R.L. ZURFLUH.
 KW1575
 KW1575                          STATION RECOVERY (1989)
 KW1575
 KW1575'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1872 ***********************************************************************
 MB1872  DESIGNATION -  HARRIS
 MB1872  PID         -  MB1872
 MB1872  STATE/COUNTY-  PA/CRAWFORD
 MB1872  USGS QUAD   -  LINESVILLE (1990)
 MB1872
 MB1872                         *CURRENT SURVEY CONTROL
 MB1872  ___________________________________________________________________
 MB1872* NAD 83(1992)-  41 39 12.79971(N)    080 28 04.57072(W)     ADJUSTED  
 MB1872* NAVD 88     -       459.     (meters)    1506.     (feet)  SCALED    
 MB1872  ___________________________________________________________________
 MB1872  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 MB1872  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 MB1872
 MB1872  HORZ ORDER  -  THIRD
 MB1872
 MB1872.The horizontal coordinates were established by classical geodetic methods
 MB1872.and adjusted by the National Geodetic Survey in June 2002..
 MB1872
 MB1872.The orthometric height was scaled from a topographic map.
 MB1872
 MB1872.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1872
 MB1872.The geoid height was determined by GEOID03.
 MB1872
 MB1872;                    North         East     Units Scale Factor Converg.
 MB1872;SPC PA N     -   168,678.096   373,644.626   MT  0.99996531   -1 47 52.9
 MB1872;SPC PA N     -   553,404.72  1,225,865.74   sFT  0.99996531   -1 47 52.9
 MB1872;SPC OH N     -   222,613.655   769,251.357   MT  0.99999137   +1 20 05.9
 MB1872;UTM  17      - 4,611,448.767   544,302.526   MT  0.99962415   +0 21 13.1
 MB1872
 MB1872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1872!SPC PA N     -   0.99993336  x   0.99996531  =   0.99989867
 MB1872!SPC OH N     -   0.99993336  x   0.99999137  =   0.99992473
 MB1872!UTM  17      -   0.99993336  x   0.99962415  =   0.99955753
 MB1872
 MB1872                          SUPERSEDED SURVEY CONTROL
 MB1872
 MB1872  NAD 83(1995)-  41 39 12.79970(N)    080 28 04.57061(W) AD(       ) 3
 MB1872  NAD 83(1986)-  41 39 12.80444(N)    080 28 04.56491(W) AD(       ) 3
 MB1872  NAD 27      -  41 39 12.60400(N)    080 28 05.32500(W) AD(       ) 3
 MB1872
 MB1872.Superseded values are not recommended for survey control.
 MB1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1872.See file dsdata.txt to determine how the superseded data were derived.
 MB1872
 MB1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG4430311449(NAD 83)
 MB1872_MARKER: Z = SEE DESCRIPTION
 MB1872_SETTING: 0 = UNSPECIFIED SETTING
 MB1872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1872
 MB1872  HISTORY     - Date     Condition        Report By
 MB1872  HISTORY     - 1941     MONUMENTED       PADFW
 MB1872  HISTORY     - 19980915 GOOD             USPSQD
 MB1872
 MB1872                          STATION DESCRIPTION
 MB1872
 MB1872'DESCRIBED BY PA DEPT FORESTS WTRS 1941
 MB1872'STATION IS LOCATED ON THE HIGHEST POINT OF HARRIS ISLAND.
 MB1872'
 MB1872'REACHED FROM LINESVILLE BY GOING DUE W ON THE MAIN STREET FOR 2.0
 MB1872'MILES TO THE RESERVOIR SHORE LINE, THENCE BY BOAT 1/4
 MB1872'MILE SW TO HARRIS ISLAND, THENCE 1/4 MILE TO HIGHEST POINT OF LAND.
 MB1872'
 MB1872'THE STATION IS MARKED WITH A PA. COORDINATE SYSTEM BRONZE TABLET, SET
 MB1872'IN THE TOP OF A 6- BY 6- BY 42-INCH CONCRETE MONUMENT
 MB1872'PROTRUDING 6 INCHES ABOVE GROUND LEVEL.
 MB1872'
 MB1872'THE SUBSURFACE MARK IS A CONCRETE SLAB 8 BY 8 BY 3 INCHES WITH
 MB1872'1/4-INCH COPPER PLUG FOR CENTER.  THIS STATION WAS NOT
 MB1872'OCCUPIED AND WAS OBSERVED ON FROM STATIONS CLARK AND POINT ONLY.
 MB1872
 MB1872                          STATION RECOVERY (1998)
 MB1872
 MB1872'RECOVERY NOTE BY US POWER SQUADRON 1998
 MB1872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1574 ***********************************************************************
 KW1574  DESIGNATION -  HARRIS RM 1
 KW1574  PID         -  KW1574
 KW1574  STATE/COUNTY-  PA/MONTOUR
 KW1574  USGS QUAD   -  RIVERSIDE (1984)
 KW1574
 KW1574                         *CURRENT SURVEY CONTROL
 KW1574  ___________________________________________________________________
 KW1574* NAD 83(1986)-  40 59 05.     (N)    076 42 20.     (W)     SCALED    
 KW1574* NAVD 88     -       208.209  (meters)     683.10   (feet)  ADJUSTED  
 KW1574  ___________________________________________________________________
 KW1574  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KW1574  DYNAMIC HT  -         208.118 (meters)     682.80  (feet)  COMP
 KW1574  MODELED GRAV-     980,181.4   (mgal)                       NAVD 88
 KW1574
 KW1574  VERT ORDER  -  SECOND    CLASS 0
 KW1574
 KW1574.The horizontal coordinates were scaled from a topographic map and have
 KW1574.an estimated accuracy of +/- 6 seconds.
 KW1574
 KW1574.The orthometric height was determined by differential leveling
 KW1574.and adjusted by the National Geodetic Survey in June 1991..
 KW1574
 KW1574.The geoid height was determined by GEOID03.
 KW1574
 KW1574.The dynamic height is computed by dividing the NAVD 88
 KW1574.geopotential number by the normal gravity value computed on the
 KW1574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1574.degrees latitude (g = 980.6199 gals.).
 KW1574
 KW1574.The modeled gravity was interpolated from observed gravity values.
 KW1574
 KW1574;                    North         East    Units  Estimated Accuracy
 KW1574;SPC PA N     -    91,380.      687,890.      MT  (+/- 180 meters Scaled)
 KW1574
 KW1574                          SUPERSEDED SURVEY CONTROL
 KW1574
 KW1574  NGVD 29 (??/??/??)  208.433  (m)          683.83   (f) ADJUSTED    2 0
 KW1574
 KW1574.Superseded values are not recommended for survey control.
 KW1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1574.See file dsdata.txt to determine how the superseded data were derived.
 KW1574
 KW1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL565384(NAD 83)
 KW1574_MARKER: DR = REFERENCE MARK DISK
 KW1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1574_STAMPING: HARRIS NO 1 1959
 KW1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1574+STABILITY: SURFACE MOTION
 KW1574
 KW1574  HISTORY     - Date     Condition        Report By
 KW1574  HISTORY     - 1959     MONUMENTED       CGS
 KW1574
 KW1574                          STATION DESCRIPTION
 KW1574
 KW1574'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW1574'5 MI NW FROM DANVILLE.
 KW1574'1.6 MILE NORTHEAST ALONG STATE HIGHWAY NO 54 FROM THE 1ST
 KW1574'NATIONAL BANK IN DANVILLE, THENCE 3.35 MILE WEST ALONG STATE
 KW1574'HIGHWAY NO 45, IN THE VILLAGE OF MORESBURG, AT A CHURCH AND
 KW1574'CEMETERY, 5 FEET SOUTHWEST OF A POWER POLE WITH TRANSFORMER, 24
 KW1574'FEET SOUTHEAST OF THE STATION BM, 48 FEET SOUTHEAST OF RM NO 2,
 KW1574'83 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE CHURCH, 36 FEET
 KW1574'NORTHEAST OF THE CENTERLINE OF A GRAVEL ROAD, ABOUT 2 FEET BELOW
 KW1574'THE LEVEL OF THE GRAVEL ROAD AND PROJECTION 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1576 ***********************************************************************
 KW1576  DESIGNATION -  HARRIS RM 2
 KW1576  PID         -  KW1576
 KW1576  STATE/COUNTY-  PA/MONTOUR
 KW1576  USGS QUAD   -  RIVERSIDE (1984)
 KW1576
 KW1576                         *CURRENT SURVEY CONTROL
 KW1576  ___________________________________________________________________
 KW1576* NAD 83(1986)-  40 59 05.     (N)    076 42 20.     (W)     SCALED    
 KW1576* NAVD 88     -       208.685  (meters)     684.66   (feet)  ADJUSTED  
 KW1576  ___________________________________________________________________
 KW1576  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KW1576  DYNAMIC HT  -         208.594 (meters)     684.36  (feet)  COMP
 KW1576  MODELED GRAV-     980,181.4   (mgal)                       NAVD 88
 KW1576
 KW1576  VERT ORDER  -  SECOND    CLASS 0
 KW1576
 KW1576.The horizontal coordinates were scaled from a topographic map and have
 KW1576.an estimated accuracy of +/- 6 seconds.
 KW1576
 KW1576.The orthometric height was determined by differential leveling
 KW1576.and adjusted by the National Geodetic Survey in June 1991..
 KW1576
 KW1576.The geoid height was determined by GEOID03.
 KW1576
 KW1576.The dynamic height is computed by dividing the NAVD 88
 KW1576.geopotential number by the normal gravity value computed on the
 KW1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1576.degrees latitude (g = 980.6199 gals.).
 KW1576
 KW1576.The modeled gravity was interpolated from observed gravity values.
 KW1576
 KW1576;                    North         East    Units  Estimated Accuracy
 KW1576;SPC PA N     -    91,380.      687,890.      MT  (+/- 180 meters Scaled)
 KW1576
 KW1576                          SUPERSEDED SURVEY CONTROL
 KW1576
 KW1576  NGVD 29 (??/??/??)  208.909  (m)          685.40   (f) ADJUSTED    2 0
 KW1576
 KW1576.Superseded values are not recommended for survey control.
 KW1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1576.See file dsdata.txt to determine how the superseded data were derived.
 KW1576
 KW1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL565384(NAD 83)
 KW1576_MARKER: DR = REFERENCE MARK DISK
 KW1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1576_STAMPING: HARRIS NO 2 1959
 KW1576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1576+STABILITY: SURFACE MOTION
 KW1576
 KW1576  HISTORY     - Date     Condition        Report By
 KW1576  HISTORY     - 1959     MONUMENTED       CGS
 KW1576
 KW1576                          STATION DESCRIPTION
 KW1576
 KW1576'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW1576'5 MI NW FROM DANVILLE.
 KW1576'1.6 MILE NORTHEAST ALONG STATE HIGHWAY NO 54 FROM THE 1ST
 KW1576'NATIONAL BANK OF DANVILLE, THENCE 3.35 MILE WEST ALONG STATE
 KW1576'HIGHWAY NO 45 IN THE VILLAGE OF MORESBURG, AT A CHURCH AND
 KW1576'CEMETERY, 19 FEET NORTHEAST OF THE CENTERLINE OF A GRAVEL ROAD,
 KW1576'50 FEET NORTHWEST OF A POWER POLE WITH TRANSFORMER, 23 FEET
 KW1576'NORTHWEST OF THE STATION BM, 48 FEET NORTHWEST OF RM NO 1, 81
 KW1576'FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE CHURCH, AND ABOUT
 KW1576'0.1 MILE NORTH OF THE HIGWAY ABOUT LEVEL WITH THE GRAVEL ROAD
 KW1576'AND PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1133 ***********************************************************************
 KW1133  DESIGNATION -  HARRISBURG
 KW1133  PID         -  KW1133
 KW1133  STATE/COUNTY-  PA/DAUPHIN
 KW1133  USGS QUAD   -  HARRISBURG EAST (1987)
 KW1133
 KW1133                         *CURRENT SURVEY CONTROL
 KW1133  ___________________________________________________________________
 KW1133* NAD 83(1992)-  40 16 18.39868(N)    076 51 18.25971(W)     ADJUSTED  
 KW1133* NAVD 88     -       185.707  (meters)     609.27   (feet)  ADJUSTED  
 KW1133  ___________________________________________________________________
 KW1133  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 KW1133  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 KW1133  DYNAMIC HT  -         185.614 (meters)     608.97  (feet)  COMP
 KW1133  MODELED GRAV-     980,122.4   (mgal)                       NAVD 88
 KW1133
 KW1133  HORZ ORDER  -  FIRST
 KW1133  VERT ORDER  -  SECOND    CLASS 0
 KW1133
 KW1133.The horizontal coordinates were established by classical geodetic methods
 KW1133.and adjusted by the National Geodetic Survey in June 2002..
 KW1133
 KW1133.The orthometric height was determined by differential leveling
 KW1133.and adjusted by the National Geodetic Survey in June 1991..
 KW1133
 KW1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW1133
 KW1133.The geoid height was determined by GEOID03.
 KW1133
 KW1133.The dynamic height is computed by dividing the NAVD 88
 KW1133.geopotential number by the normal gravity value computed on the
 KW1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1133.degrees latitude (g = 980.6199 gals.).
 KW1133
 KW1133.The modeled gravity was interpolated from observed gravity values.
 KW1133
 KW1133;                    North         East     Units Scale Factor Converg.
 KW1133;SPC PA S     -   104,585.449   676,113.489   MT  0.99996435   +0 34 50.2
 KW1133;SPC PA S     -   343,127.43  2,218,215.67   sFT  0.99996435   +0 34 50.2
 KW1133;UTM  18      - 4,459,573.376   342,276.574   MT  0.99990623   -1 11 57.8
 KW1133
 KW1133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW1133!SPC PA S     -   0.99997625  x   0.99996435  =   0.99994060
 KW1133!UTM  18      -   0.99997625  x   0.99990623  =   0.99988248
 KW1133
 KW1133:                Primary Azimuth Mark                     Grid Az
 KW1133:SPC PA S     -  HARRISBURG AZ MK                         124 02 22.8
 KW1133:UTM  18      -  HARRISBURG AZ MK                         125 49 10.8
 KW1133
 KW1133|---------------------------------------------------------------------|
 KW1133| PID    Reference Object                     Distance      Geod. Az  |
 KW1133|                                                           dddmmss.s |
 KW1133| CB3513 HARRISBURG AZ MK                                   1243713.0 |
 KW1133| KW1134 HARRISBURG RM 1                      25.370 METERS 17508     |
 KW1133| KW3108 MECHANICSBURG USN SUPPLY SW TK      APPROX.13.0 KM 2422116.8 |
 KW1133| KW1135 HARRISBURG RM 2                      39.956 METERS 24423     |
 KW1133| KW3109 MECHANICSBURG IBM WATER TANK        APPROX.11.3 KM 2453033.8 |
 KW1133| KW3106 MECHANICSBURG USN SUPPLY NW TK      APPROX.12.7 KM 2460530.9 |
 KW1133| KW3107 MECHANICSBURG USN SUPPLY NE TK      APPROX.12.2 KM 2502448.2 |
 KW1133| KW1218 MITCHELL                            APPROX. 5.7 KM 3423324.0 |
 KW1133|---------------------------------------------------------------------|
 KW1133
 KW1133                          SUPERSEDED SURVEY CONTROL
 KW1133
 KW1133  NAD 83(1986)-  40 16 18.39352(N)    076 51 18.25967(W) AD(       ) 1
 KW1133  NAD 27      -  40 16 18.07500(N)    076 51 19.35600(W) AD(       ) 1
 KW1133  NGVD 29 (??/??/??)  185.914  (m)          609.95   (f) ADJUSTED    2 0
 KW1133
 KW1133.Superseded values are not recommended for survey control.
 KW1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1133.See file dsdata.txt to determine how the superseded data were derived.
 KW1133
 KW1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK4227759573(NAD 83)
 KW1133_MARKER: DS = TRIANGULATION STATION DISK
 KW1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1133_STAMPING: HARRISBURG 1934
 KW1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1133+STABILITY: SURFACE MOTION
 KW1133
 KW1133  HISTORY     - Date     Condition        Report By
 KW1133  HISTORY     - 1934     MONUMENTED       CGS
 KW1133  HISTORY     - 1937     GOOD             BSA
 KW1133  HISTORY     - 1950     GOOD             CGS
 KW1133  HISTORY     - 1960     GOOD             CGS
 KW1133  HISTORY     - 1960     GOOD             CGS
 KW1133  HISTORY     - 1961     GOOD             AEROS
 KW1133  HISTORY     - 1973     GOOD             PADT
 KW1133  HISTORY     - 1980     MARK NOT FOUND   LOCENG
 KW1133  HISTORY     - 19970412 GOOD             USPSQD
 KW1133  HISTORY     - 20020115 MARK NOT FOUND   PADT
 KW1133  HISTORY     - 20040229 POOR             GEOCAC
 KW1133
 KW1133                          STATION DESCRIPTION
 KW1133
 KW1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 KW1133'STATION IS LOCATED IN THE W EDGE OF THE CITY OF HARRISBURG ON CITY
 KW1133'PROPERTY AT THE RESERVOIR, 7 PACES NW OF THE CENTER LINE OF THE
 KW1133'DRIVEWAY AROUND THE RESERVOIR, 15 PACES NE OF NE CORNER OF ROAD
 KW1133'TABLET WHICH IS 5 FEET SQUARE BY 5 FEET HIGH, 25 FEET S OF S
 KW1133'SIDE OF RESERVOIR.  MARK PROJECTS 6 INCHES ABOVE GROUND.
 KW1133'
 KW1133'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 KW1133'IN CONCRETE.
 KW1133'
 KW1133'REFERENCE MARK NO. 2 IS 131.55 FEET W OF STATION, A STANDARD BRONZE
 KW1133'DISK IN STONE WALL AROUND W SIDE OF DRIVE AND 7 PACES W OF
 KW1133'CENTER LINE OF MACADAM ROAD.
 KW1133'
 KW1133'REFERENCE MARK NO. 1 IS 83.29 FEET SSW OF STATION, A STANDARD BRONZE
 KW1133'DISK IN STONE WALL, 7 PACES SW OF CENTER LINE OF MACADAM ROAD
 KW1133'LEADING DOWN S SIDE OF HILL.
 KW1133'
 KW1133'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SSE OF STATION IN RAIL FENCE
 KW1133'LINE ON TOP OF HILL.
 KW1133'
 KW1133'TO REACH AZIMUTH MARK GO PAST JOHN HARRIS HIGH SCHOOL ON EAST MARKET
 KW1133'STREET TO ENTRANCE TO CITY HILL CEMETERY.  TURN RIGHT ON DIRT
 KW1133'ROAD, GO 0.3 MILE TO P.P. AND L. (PENNSYLVANIA POWER AND LIGHT) POLE
 KW1133'NO. 3743.  HERE MAIN ROAD TURNS LEFT. CONTINUE STRAIGHT AHEAD THROUGH
 KW1133'GATE ON FARM ROAD 0.1 MILE TO TOP OF HILL AND MARK.  MARK PROJECTS 6
 KW1133'INCHES ABOVE GROUND.
 KW1133'
 KW1133'TO REACH THE STATION FROM HARRISBURG, GO TO THE STATE CAPITOL
 KW1133'BUILDING.  FROM THE W END OF THE HIGHWAY BRIDGE DIRECTLY E OF THE
 KW1133'CAPITOL BUILDING (HIGH TOWERS ON EITHER END) CONTINUE E ON HIGHWAY 22
 KW1133'TO 18TH STREET, TURN RIGHT ON 18TH STREET TO INTERSECTION OF WALNUT
 KW1133'STREET AND ENTRANCE TO MUNICIPAL PARK.  TURN LEFT THROUGH PARK
 KW1133'ENTRANCE ON MACADAM ROAD AND CONTINUE TO TOP OF HILL AND STATION
 KW1133'SITE.
 KW1133'
 KW1133'ALL STATIONS VISIBLE FROM GROUND.
 KW1133
 KW1133                          STATION RECOVERY (1937)
 KW1133
 KW1133'RECOVERY NOTE BY BOY SCOUTS OF AMERICA 1937
 KW1133'MARKERS MENTIONED IN DESCRIPTION ARE UNDISTURBED AND IN GOOD
 KW1133'CONDITION.  ROAD TABLET 5 FEET SQUARE BY 5 FEET HIGH, 25 FEET, S
 KW1133'OF S SIDE OF RESERVOIR, MENTIONED IN REPORT, HAS BEEN REMOVED.
 KW1133'TRIANGULATION STATION MARK NOW ONLY 1-1/2 INCHES ABOVE GROUND
 KW1133'DUE TO STONE FILL HAVING BEEN PLACED AROUND IT.  THIS STONE FILL
 KW1133'PERMITS CARS TO DRIVE OVER THE STATION WHEN PARKING.
 KW1133
 KW1133                          STATION RECOVERY (1950)
 KW1133
 KW1133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RGH)
 KW1133'THE STATION AND TWO REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 KW1133'THE ORIGINAL DESCRIPTION IS ADEQUATE AND CORRECT.
 KW1133
 KW1133                          STATION RECOVERY (1960)
 KW1133
 KW1133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW1133'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 KW1133'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS DESTROYED BY
 KW1133'CONSTRUCTION WORK.  A NEW MARK WAS NOT ESTABLISHED AT THIS DATE.
 KW1133'TRIANGULATION STATION MITCHELL IS VISIBLE FROM THE GROUND AND
 KW1133'MAY BE USED AS AN AZIMUTH MARK.  THE DISTANCES AND DIRECTIONS TO
 KW1133'REFERENCE MARKS 1 AND 2 CHECKED WITH THE PREVIOUS DATA.  THE
 KW1133'PREVIOUS DESCRIPTION OF THE TO REACH THE STATION IS OBSOLETE.  A NEW
 KW1133'DESCRIPTION FOLLOWS-
 KW1133'
 KW1133'TO REACH THE STATION FROM THE WEST END OF THE MEMORIAL BRIDGE, U.S.
 KW1133'HIGHWAY 22 AND STATE STREET IN HARRISBURG, GO EAST ON U.S. HIGHWAY
 KW1133'22 AND STATE STREET FOR 0.77 MILE TO THE INTERSECTION OF 17TH STREET.
 KW1133'TURN RIGHT AND GO SOUTH ON 17ST STREET FOR 0.08 MILE TO THE
 KW1133'INTERSECTION OF 17TH AND WALNUT STREET.  TURN LEFT AND GO EAST ON
 KW1133'WALNUT STREET FOR 0.08 MILE TO THE PARK ENTRANCE, PASS THROUGH
 KW1133'THE PARK ENTRANCE AND GO EAST, UPHILL, FOR 0.37 MILE TO A FORK.  TAKE
 KW1133'THE RIGHT FORK AND CONTINUE STRAIGHT AHEAD, UPHILL, FOR 0.3 MILE TO
 KW1133'THE TOP OF THE HILL, A TRAFFIC CIRCLE, AND THE STATION AT THE NORTH
 KW1133'EDGE OF THE TRAFFIC CIRCLE AND SOUTH EDGE OF THE RESERVOIR.
 KW1133'
 KW1133'HEIGHT OF LIGHT ABOVE STATION- 22 METERS.
 KW1133
 KW1133                          STATION RECOVERY (1960)
 KW1133
 KW1133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KW1133'AT HARRISBURG.
 KW1133'AT HARRISBURG, AT THE CITY RESERVOIR, ON THE TOP OF A HIGH HILL,
 KW1133'ABOUT 0.7 MILE SOUTHEAST OF THE INTERSECTION OF WALNUT STREET
 KW1133'AND 17-TH STREET, 20 FEET NORTHWEST OF THE CENTER LINE OF A
 KW1133'DRIVEWAY, 25 FEET SOUTH OF THE SOUTH SIDE OF THE RESIVOIR, SET
 KW1133'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL
 KW1133'OF THE GROUND.
 KW1133
 KW1133                          STATION RECOVERY (1961)
 KW1133
 KW1133'RECOVERY NOTE BY AERO SERVICE CORPORATION 1961
 KW1133'FOUND AS DESCRIBED.
 KW1133
 KW1133                          STATION RECOVERY (1973)
 KW1133
 KW1133'RECOVERY NOTE BY PA DEPT OF TRANSP 1973
 KW1133'STATION FOUND AS DESCRIBED IN GOOD CONDITION.
 KW1133
 KW1133                          STATION RECOVERY (1980)
 KW1133
 KW1133'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 KW1133'MARK NOT FOUND.
 KW1133
 KW1133                          STATION RECOVERY (1997)
 KW1133
 KW1133'RECOVERY NOTE BY US POWER SQUADRON 1997
 KW1133'RECOVERED IN GOOD CONDITION.
 KW1133
 KW1133                          STATION RECOVERY (2002)
 KW1133
 KW1133'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (LJM)
 KW1133'NEW SITE OF THE NATIONAL CIVIL WAR MUSEUM.  ASSUMED DESTROYED BY
 KW1133'CONSTRUCTION OF MUSEUM.
 KW1133
 KW1133                          STATION RECOVERY (2004)
 KW1133
 KW1133'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1133'THIS MARK WAS RESET WHEN THE CIVIL WAR MUSEUM WAS BUILT. IT IS NOW ON
 KW1133'A SET OF STEPS AT THE EAST END OF THE RECTANGULAR RESORVOIR,
 KW1133'APPROXIMATELY 200 FEET ENE OF THE PREVIOUS MARK. THIS MARK WAS
 KW1133'SUPPOSEDLY SUBMITTED TO THE NGS BUT ROGELE, INC BUT THE RESET MARK IS
 KW1133'NOT IN YOUR DATABASE YET. THE STATION IS CALLED HARRISBURG RESET
 KW1133'1999.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3969 ***********************************************************************
 JV3969  DESIGNATION -  HARRISBURG 678 USGS
 JV3969  PID         -  JV3969
 JV3969  STATE/COUNTY-  PA/FRANKLIN
 JV3969  USGS QUAD   -  SCOTLAND (1990)
 JV3969
 JV3969                         *CURRENT SURVEY CONTROL
 JV3969  ___________________________________________________________________
 JV3969* NAD 83(1986)-  39 59 40.     (N)    077 36 25.     (W)     SCALED    
 JV3969* NAVD 88     -       206.528  (meters)     677.58   (feet)  ADJUSTED  
 JV3969  ___________________________________________________________________
 JV3969  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 JV3969  DYNAMIC HT  -         206.411 (meters)     677.20  (feet)  COMP
 JV3969  MODELED GRAV-     980,056.2   (mgal)                       NAVD 88
 JV3969
 JV3969  VERT ORDER  -  FIRST     CLASS II
 JV3969
 JV3969.The horizontal coordinates were scaled from a topographic map and have
 JV3969.an estimated accuracy of +/- 6 seconds.
 JV3969
 JV3969.The orthometric height was determined by differential leveling
 JV3969.and adjusted by the National Geodetic Survey in June 1991..
 JV3969
 JV3969.The geoid height was determined by GEOID03.
 JV3969
 JV3969.The dynamic height is computed by dividing the NAVD 88
 JV3969.geopotential number by the normal gravity value computed on the
 JV3969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3969.degrees latitude (g = 980.6199 gals.).
 JV3969
 JV3969.The modeled gravity was interpolated from observed gravity values.
 JV3969
 JV3969;                    North         East    Units  Estimated Accuracy
 JV3969;SPC PA S     -    73,420.      612,220.      MT  (+/- 180 meters Scaled)
 JV3969
 JV3969                          SUPERSEDED SURVEY CONTROL
 JV3969
 JV3969.No superseded survey control is available for this station.
 JV3969
 JV3969_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK774303(NAD 83)
 JV3969_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JV3969_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3969_SP_SET: FOUNDATION
 JV3969_STAMPING: HARRISBURG 678
 JV3969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3969
 JV3969  HISTORY     - Date     Condition        Report By
 JV3969  HISTORY     - UNK      MONUMENTED       USGS
 JV3969  HISTORY     - 1979     GOOD             NGS
 JV3969
 JV3969                          STATION DESCRIPTION
 JV3969
 JV3969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JV3969'IN GREEN VILLAGE.
 JV3969'SET VERTICALLY 1 FOOT NORTHEAST OF THE SOUTH CORNER OF THE GRANDVIEW
 JV3969'RURITAN CLUB GREEN VILLAGE PENNSYLVANIA COMMUNITY CENTER, 50 FEET
 JV3969'NORTHWEST OF THE CENTER LINE OF THE ROAD, 39.5 FEET NORTH OF POWER
 JV3969'POLE NUMBER W 30680, AND 12.5 FEET NORTHEAST OF A FLAGPOLE.
 JV3969'THE MARK IS 1 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1002 ***********************************************************************
 KW1002  DESIGNATION -  HARRISBURG A
 KW1002  PID         -  KW1002
 KW1002  STATE/COUNTY-  PA/YORK
 KW1002  USGS QUAD   -  STEELTON (1987)
 KW1002
 KW1002                         *CURRENT SURVEY CONTROL
 KW1002  ___________________________________________________________________
 KW1002* NAD 83(1986)-  40 13 13.     (N)    076 51 20.     (W)     SCALED    
 KW1002* NAVD 88     -       103.559  (meters)     339.76   (feet)  ADJUSTED  
 KW1002  ___________________________________________________________________
 KW1002  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 KW1002  DYNAMIC HT  -         103.507 (meters)     339.59  (feet)  COMP
 KW1002  MODELED GRAV-     980,119.7   (mgal)                       NAVD 88
 KW1002
 KW1002  VERT ORDER  -  SECOND    CLASS 0
 KW1002
 KW1002.The horizontal coordinates were scaled from a topographic map and have
 KW1002.an estimated accuracy of +/- 6 seconds.
 KW1002
 KW1002.The orthometric height was determined by differential leveling
 KW1002.and adjusted by the National Geodetic Survey in June 1991..
 KW1002
 KW1002.The geoid height was determined by GEOID03.
 KW1002
 KW1002.The dynamic height is computed by dividing the NAVD 88
 KW1002.geopotential number by the normal gravity value computed on the
 KW1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1002.degrees latitude (g = 980.6199 gals.).
 KW1002
 KW1002.The modeled gravity was interpolated from observed gravity values.
 KW1002
 KW1002;                    North         East    Units  Estimated Accuracy
 KW1002;SPC PA S     -    98,870.      676,130.      MT  (+/- 180 meters Scaled)
 KW1002
 KW1002                          SUPERSEDED SURVEY CONTROL
 KW1002
 KW1002  NGVD 29 (??/??/??)  103.770  (m)          340.45   (f) ADJUSTED    2 0
 KW1002
 KW1002.Superseded values are not recommended for survey control.
 KW1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1002.See file dsdata.txt to determine how the superseded data were derived.
 KW1002
 KW1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK421538(NAD 83)
 KW1002_MARKER: DB = BENCH MARK DISK
 KW1002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1002_SP_SET: WALL
 KW1002_STAMPING: HARRISBURG A 1942
 KW1002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1002
 KW1002  HISTORY     - Date     Condition        Report By
 KW1002  HISTORY     - 1942     MONUMENTED       CGS
 KW1002  HISTORY     - 1965     GOOD             CGS
 KW1002  HISTORY     - 1980     GOOD             USGS
 KW1002  HISTORY     - 20030412 MARK NOT FOUND   USPSQD
 KW1002  HISTORY     - 20051015 MARK NOT FOUND   GEOCAC
 KW1002
 KW1002                          STATION DESCRIPTION
 KW1002
 KW1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1002'AT HARRISBURG AIRPORT.
 KW1002'AT THE HARRISBURG AIRPORT, A STANDARD DISK SET VERTICALLY IN THE
 KW1002'SOUTH WALL OF A BRICK HANGER, 2.5 FT. EAST OF THE SOUTH-WEST CORNER
 KW1002'OF THE HANGER, 4.8 FT. ABOVE THE GROUND.
 KW1002
 KW1002                          STATION RECOVERY (1965)
 KW1002
 KW1002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KW1002'RECOVERED IN GOOD CONDITION.
 KW1002
 KW1002                          STATION RECOVERY (1980)
 KW1002
 KW1002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KW1002'RECOVERED IN GOOD CONDITION.
 KW1002
 KW1002                          STATION RECOVERY (2003)
 KW1002
 KW1002'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPP)
 KW1002'AN ADDITION TO THE HANGER WAS CONSTRUCTED IN 2000.  IF THE MARK STILL
 KW1002'EXISTS IT IS BEHIND A WALL OF THE NEW BUILDING ADDITION.
 KW1002
 KW1002                          STATION RECOVERY (2005)
 KW1002
 KW1002'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW1002'HARRISBURG JET CENTER HAS ADDED TO THE SOUTH OF THE OLD ADMINISTRATION
 KW1002'BUILDING ATTACHED TO THE HANGER. THE OLD WALL IS NOW IN THE LOBBY OF
 KW1002'THE CENTER AND IS COVERED WITH A STUD AND DRYWALL WALL. THERE IS NO
 KW1002'EVIDENCE OF MARK OR ACCESS TO IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3117 ***********************************************************************
 KW3117  DESIGNATION -  HARRISBURG CAPITAL DOME
 KW3117  PID         -  KW3117
 KW3117  STATE/COUNTY-  PA/DAUPHIN
 KW3117  USGS QUAD   -  HARRISBURG WEST (1987)
 KW3117
 KW3117                         *CURRENT SURVEY CONTROL
 KW3117  ___________________________________________________________________
 KW3117* NAD 83(1992)-  40 15 51.86312(N)    076 53 01.47213(W)     ADJUSTED  
 KW3117* NAVD 88     -                                                        
 KW3117  ___________________________________________________________________
 KW3117  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 KW3117  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KW3117
 KW3117  HORZ ORDER  -  THIRD
 KW3117
 KW3117.The horizontal coordinates were established by classical geodetic methods
 KW3117.and adjusted by the National Geodetic Survey in June 2002..
 KW3117
 KW3117
 KW3117.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3117
 KW3117.The geoid height was determined by GEOID03.
 KW3117
 KW3117;                    North         East     Units Scale Factor Converg.
 KW3117;SPC PA S     -   103,742.730   673,683.208   MT  0.99996476   +0 33 43.3
 KW3117;SPC PA S     -   340,362.61  2,210,242.32   sFT  0.99996476   +0 33 43.3
 KW3117;UTM  18      - 4,458,806.589   339,821.422   MT  0.99991584   -1 13 03.9
 KW3117
 KW3117                          SUPERSEDED SURVEY CONTROL
 KW3117
 KW3117  NAD 83(1986)-  40 15 51.85810(N)    076 53 01.47204(W) AD(       ) 4
 KW3117  NAD 27      -  40 15 51.54400(N)    076 53 02.56800(W) AD(       ) 3
 KW3117
 KW3117.Superseded values are not recommended for survey control.
 KW3117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3117.See file dsdata.txt to determine how the superseded data were derived.
 KW3117
 KW3117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK3982158807(NAD 83)
 KW3117_MARKER: 87 = DOME
 KW3117
 KW3117  HISTORY     - Date     Condition        Report By
 KW3117  HISTORY     - 1934     FIRST OBSERVED   CGS
 KW3117  HISTORY     - 1950     GOOD             CGS
 KW3117  HISTORY     - 1957     GOOD             CGS
 KW3117  HISTORY     - 1960     GOOD             CGS
 KW3117  HISTORY     - 1962     GOOD             CGS
 KW3117  HISTORY     - 1989     GOOD             USPSQD
 KW3117  HISTORY     - 20050617 GOOD             GEOCAC
 KW3117
 KW3117                          STATION DESCRIPTION
 KW3117
 KW3117'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RGH)
 KW3117'THE STATION WAS RECOVERED IN GOOD CONDITION.
 KW3117'
 KW3117'NO PREVIOUS DESCRIPTION GIVEN FOR THIS STATION.  IT IS THE LARGE DOME
 KW3117'LOCATED ON THE CENTER OF THE STATE CAPITOL BUILDING AND ABOUT
 KW3117'MIDWAY BETWEEN TWO SMALLER DOMES AT EACH END OF THIS BUILDING.
 KW3117
 KW3117                          STATION RECOVERY (1957)
 KW3117
 KW3117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KW3117'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY R.G.H. IN
 KW3117'1950.  THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 KW3117
 KW3117                          STATION RECOVERY (1960)
 KW3117
 KW3117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW3117'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 KW3117
 KW3117                          STATION RECOVERY (1962)
 KW3117
 KW3117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JBA)
 KW3117'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 KW3117'CONDITION.
 KW3117
 KW3117                          STATION RECOVERY (1989)
 KW3117
 KW3117'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW3117'RECOVERED IN GOOD CONDITION.
 KW3117
 KW3117                          STATION RECOVERY (2005)
 KW3117
 KW3117'RECOVERY NOTE BY GEOCACHING 2005 (MHB)
 KW3117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF5874 ***********************************************************************
 DF5874  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5874  DESIGNATION -  HARRISBURG CORS ARP
 DF5874  CORS_ID     -  GTS1
 DF5874  PID         -  DF5874
 DF5874  STATE/COUNTY-  PA/DAUPHIN
 DF5874  USGS QUAD   -  HARRISBURG EAST (1987)
 DF5874
 DF5874                         *CURRENT SURVEY CONTROL
 DF5874  ___________________________________________________________________
 DF5874* NAD 83(CORS)-  40 15 07.78742(N)    076 49 34.83862(W)     ADJUSTED  
 DF5874* NAVD 88     -                                                        
 DF5874  ___________________________________________________________________
 DF5874  EPOCH DATE  -        2002.00
 DF5874  X           -   1,110,966.793 (meters)                     COMP
 DF5874  Y           -  -4,746,446.492 (meters)                     COMP
 DF5874  Z           -   4,099,452.434 (meters)                     COMP
 DF5874  ELLIP HEIGHT-          89.31  (meters)          (06/??/03) GPS OBS
 DF5874  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 DF5874
 DF5874  HORZ ORDER  -  SPECIAL (CORS)
 DF5874  ELLP ORDER  -  SPECIAL (CORS)
 DF5874
 DF5874.ITRF positions are available for this station.
 DF5874.The coordinates were established by GPS observations
 DF5874.and adjusted by the National Geodetic Survey in June 2003..
 DF5874.The coordinates are valid at the epoch date displayed above.
 DF5874.The epoch date for horizontal control is a decimal equivalence
 DF5874.of Year/Month/Day.
 DF5874
 DF5874
 DF5874.The PID for the CORS L1 Phase Center is DG4075.
 DF5874
 DF5874.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5874
 DF5874.The ellipsoidal height was determined by GPS observations
 DF5874.and is referenced to NAD 83.
 DF5874
 DF5874.The geoid height was determined by GEOID03.
 DF5874
 DF5874;                    North         East     Units Scale Factor Converg.
 DF5874;SPC PA S     -   102,432.844   678,579.499   MT  0.99996547   +0 35 57.3
 DF5874;SPC PA S     -   336,065.09  2,226,306.24   sFT  0.99996547   +0 35 57.3
 DF5874
 DF5874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5874!SPC PA S     -   0.99998599  x   0.99996547  =   0.99995146
 DF5874
 DF5874                          SUPERSEDED SURVEY CONTROL
 DF5874
 DF5874.No superseded survey control is available for this station.
 DF5874
 DF5874_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK4467457345(NAD 83)
 DF5874_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF5874
 DF5874                          STATION DESCRIPTION
 DF5874
 DF5874'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF5874'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF5874'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF5874'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF5874'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF5874'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG4075 ***********************************************************************
 DG4075  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4075  DESIGNATION -  HARRISBURG CORS L1 PHASE CENTER
 DG4075  CORS_ID     -  GTS1
 DG4075  PID         -  DG4075
 DG4075  STATE/COUNTY-  PA/DAUPHIN
 DG4075  USGS QUAD   -  HARRISBURG EAST (1987)
 DG4075
 DG4075                         *CURRENT SURVEY CONTROL
 DG4075  ___________________________________________________________________
 DG4075* NAD 83(CORS)-  40 15 07.78750(N)    076 49 34.83857(W)     ADJUSTED  
 DG4075* NAVD 88     -                                                        
 DG4075  ___________________________________________________________________
 DG4075  EPOCH DATE  -        2002.00
 DG4075  X           -   1,110,966.812 (meters)                     COMP
 DG4075  Y           -  -4,746,446.572 (meters)                     COMP
 DG4075  Z           -   4,099,452.507 (meters)                     COMP
 DG4075  ELLIP HEIGHT-          89.42  (meters)          (06/??/03) GPS OBS
 DG4075  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 DG4075
 DG4075  HORZ ORDER  -  SPECIAL (CORS)
 DG4075  ELLP ORDER  -  SPECIAL (CORS)
 DG4075
 DG4075.ITRF positions are available for this station.
 DG4075.The coordinates were established by GPS observations
 DG4075.and adjusted by the National Geodetic Survey in June 2003..
 DG4075.The coordinates are valid at the epoch date displayed above.
 DG4075.The epoch date for horizontal control is a decimal equivalence
 DG4075.of Year/Month/Day.
 DG4075
 DG4075
 DG4075.The PID for the CORS ARP is DF5874.
 DG4075
 DG4075.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4075
 DG4075.The ellipsoidal height was determined by GPS observations
 DG4075.and is referenced to NAD 83.
 DG4075
 DG4075.The geoid height was determined by GEOID03.
 DG4075
 DG4075;                    North         East     Units Scale Factor Converg.
 DG4075;SPC PA S     -   102,432.846   678,579.500   MT  0.99996547   +0 35 57.3
 DG4075;SPC PA S     -   336,065.10  2,226,306.24   sFT  0.99996547   +0 35 57.3
 DG4075
 DG4075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4075!SPC PA S     -   0.99998597  x   0.99996547  =   0.99995144
 DG4075
 DG4075                          SUPERSEDED SURVEY CONTROL
 DG4075
 DG4075.No superseded survey control is available for this station.
 DG4075
 DG4075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK4467457345(NAD 83)
 DG4075_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4075
 DG4075                          STATION DESCRIPTION
 DG4075
 DG4075'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4075'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG4075'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG4075'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG4075'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG4075'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1134 ***********************************************************************
 KW1134  DESIGNATION -  HARRISBURG RM 1
 KW1134  PID         -  KW1134
 KW1134  STATE/COUNTY-  PA/DAUPHIN
 KW1134  USGS QUAD   -  HARRISBURG EAST (1987)
 KW1134
 KW1134                         *CURRENT SURVEY CONTROL
 KW1134  ___________________________________________________________________
 KW1134* NAD 83(1986)-  40 16 18.     (N)    076 51 18.     (W)     SCALED    
 KW1134* NAVD 88     -       185.701  (meters)     609.25   (feet)  ADJUSTED  
 KW1134  ___________________________________________________________________
 KW1134  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 KW1134  DYNAMIC HT  -         185.609 (meters)     608.95  (feet)  COMP
 KW1134  MODELED GRAV-     980,122.4   (mgal)                       NAVD 88
 KW1134
 KW1134  VERT ORDER  -  SECOND    CLASS 0
 KW1134
 KW1134.The horizontal coordinates were scaled from a topographic map and have
 KW1134.an estimated accuracy of +/- 6 seconds.
 KW1134
 KW1134.The orthometric height was determined by differential leveling
 KW1134.and adjusted by the National Geodetic Survey in June 1991..
 KW1134
 KW1134.The geoid height was determined by GEOID03.
 KW1134
 KW1134.The dynamic height is computed by dividing the NAVD 88
 KW1134.geopotential number by the normal gravity value computed on the
 KW1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1134.degrees latitude (g = 980.6199 gals.).
 KW1134
 KW1134.The modeled gravity was interpolated from observed gravity values.
 KW1134
 KW1134;                    North         East    Units  Estimated Accuracy
 KW1134;SPC PA S     -   104,570.      676,120.      MT  (+/- 180 meters Scaled)
 KW1134
 KW1134                          SUPERSEDED SURVEY CONTROL
 KW1134
 KW1134  NGVD 29 (??/??/??)  185.908  (m)          609.93   (f) ADJUSTED    2 0
 KW1134
 KW1134.Superseded values are not recommended for survey control.
 KW1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1134.See file dsdata.txt to determine how the superseded data were derived.
 KW1134
 KW1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK422595(NAD 83)
 KW1134_MARKER: DR = REFERENCE MARK DISK
 KW1134_SETTING: 66 = SET IN ROCK OUTCROP
 KW1134_SP_SET: ROCK WALL
 KW1134_STAMPING: HARRISBURG NO 1 1934
 KW1134_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW1134+STABILITY: POSITION/ELEVATION WELL
 KW1134
 KW1134  HISTORY     - Date     Condition        Report By
 KW1134  HISTORY     - 1934     MONUMENTED       CGS
 KW1134  HISTORY     - 1960     GOOD             CGS
 KW1134  HISTORY     - 20020115 MARK NOT FOUND   PADT
 KW1134
 KW1134                          STATION DESCRIPTION
 KW1134
 KW1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1134'AT HARRISBURG.
 KW1134'AT HARRISBURG, AT THE CITY RESERVOIR, ON THE TOP OF A HIGH HILL,
 KW1134'ON THE TOP OF A ROCK WALL, 8.2 FEET SOUTHWEST OF THE STATION
 KW1134'21 FEET WEST OF THE CENTER LINE OF A DRIVEWAY LEADING DOWNHILL
 KW1134'AND 2 FEET ABOVE THE LEVEL OF THE DRIVEWAY.
 KW1134
 KW1134                          STATION RECOVERY (2002)
 KW1134
 KW1134'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (LJM)
 KW1134'NEW SITE OF THE NATIONAL CIVIL WAR MUSEUM.  ASSUMED DESTROYED BY
 KW1134'CONSTRUCTION OF MUSEUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1135 ***********************************************************************
 KW1135  DESIGNATION -  HARRISBURG RM 2
 KW1135  PID         -  KW1135
 KW1135  STATE/COUNTY-  PA/DAUPHIN
 KW1135  USGS QUAD   -  HARRISBURG EAST (1987)
 KW1135
 KW1135                         *CURRENT SURVEY CONTROL
 KW1135  ___________________________________________________________________
 KW1135* NAD 83(1986)-  40 16 18.     (N)    076 51 18.     (W)     SCALED    
 KW1135* NAVD 88     -       186.250  (meters)     611.06   (feet)  ADJUSTED  
 KW1135  ___________________________________________________________________
 KW1135  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 KW1135  DYNAMIC HT  -         186.157 (meters)     610.75  (feet)  COMP
 KW1135  MODELED GRAV-     980,122.4   (mgal)                       NAVD 88
 KW1135
 KW1135  VERT ORDER  -  SECOND    CLASS 0
 KW1135
 KW1135.The horizontal coordinates were scaled from a topographic map and have
 KW1135.an estimated accuracy of +/- 6 seconds.
 KW1135
 KW1135.The orthometric height was determined by differential leveling
 KW1135.and adjusted by the National Geodetic Survey in June 1991..
 KW1135
 KW1135.The geoid height was determined by GEOID03.
 KW1135
 KW1135.The dynamic height is computed by dividing the NAVD 88
 KW1135.geopotential number by the normal gravity value computed on the
 KW1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1135.degrees latitude (g = 980.6199 gals.).
 KW1135
 KW1135.The modeled gravity was interpolated from observed gravity values.
 KW1135
 KW1135;                    North         East    Units  Estimated Accuracy
 KW1135;SPC PA S     -   104,570.      676,120.      MT  (+/- 180 meters Scaled)
 KW1135
 KW1135                          SUPERSEDED SURVEY CONTROL
 KW1135
 KW1135  NGVD 29 (??/??/??)  186.458  (m)          611.74   (f) ADJUSTED    2 0
 KW1135
 KW1135.Superseded values are not recommended for survey control.
 KW1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1135.See file dsdata.txt to determine how the superseded data were derived.
 KW1135
 KW1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK422595(NAD 83)
 KW1135_MARKER: DR = REFERENCE MARK DISK
 KW1135_SETTING: 66 = SET IN ROCK OUTCROP
 KW1135_SP_SET: ROCK WALL
 KW1135_STAMPING: HARRISBURG NO 2 1934
 KW1135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW1135+STABILITY: POSITION/ELEVATION WELL
 KW1135
 KW1135  HISTORY     - Date     Condition        Report By
 KW1135  HISTORY     - 1934     MONUMENTED       CGS
 KW1135  HISTORY     - 1960     GOOD             CGS
 KW1135
 KW1135                          STATION DESCRIPTION
 KW1135
 KW1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1135'AT HARRISBURG.
 KW1135'AT HARRISBURG, AT THE CITY RESERVOIR, ON THE TOP OF A HIGH HILL,
 KW1135'ON THE TOP OF A ROCK WALL, 131.1 FEET WEST OF THE STATION, 20
 KW1135'FEET WEST OF THE CENTER LINE OF A STREET AND ABOUT 2 1/2 FEET
 KW1135'ABOVE THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1809 ***********************************************************************
 LZ1809  CBN         -  This is a Cooperative Base Network Control Station.
 LZ1809  DESIGNATION -  HARRISON RESET
 LZ1809  PID         -  LZ1809
 LZ1809  STATE/COUNTY-  PA/POTTER
 LZ1809  USGS QUAD   -  HARRISON VALLEY (1969)
 LZ1809
 LZ1809                         *CURRENT SURVEY CONTROL
 LZ1809  ___________________________________________________________________
 LZ1809* NAD 83(1992)-  41 54 59.07838(N)    077 41 51.19544(W)     ADJUSTED  
 LZ1809* NAVD 88     -       783.0    (meters)    2569.     (feet)  GPS OBS   
 LZ1809  ___________________________________________________________________
 LZ1809  X           -   1,012,894.754 (meters)                     COMP
 LZ1809  Y           -  -4,644,602.284 (meters)                     COMP
 LZ1809  Z           -   4,239,201.460 (meters)                     COMP
 LZ1809  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 LZ1809  ELLIP HEIGHT-         751.24  (meters)          (03/28/01) GPS OBS
 LZ1809  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 LZ1809
 LZ1809  HORZ ORDER  -  A
 LZ1809  ELLP ORDER  -  THIRD     CLASS II
 LZ1809
 LZ1809.The horizontal coordinates were established by GPS observations
 LZ1809.and adjusted by the National Geodetic Survey in March 2001..
 LZ1809
 LZ1809.The orthometric height was determined by GPS observations and a
 LZ1809.high-resolution geoid model.
 LZ1809
 LZ1809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LZ1809
 LZ1809.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1809
 LZ1809.The ellipsoidal height was determined by GPS observations
 LZ1809.and is referenced to NAD 83.
 LZ1809
 LZ1809.The geoid height was determined by GEOID03.
 LZ1809
 LZ1809;                    North         East     Units Scale Factor Converg.
 LZ1809;SPC PA N     -   194,321.902   604,350.826   MT  0.99999472   +0 02 04.9
 LZ1809;SPC PA N     -   637,537.77  1,982,774.33   sFT  0.99999472   +0 02 04.9
 LZ1809;UTM  18      - 4,644,014.891   276,293.807   MT  1.00021585   -1 48 10.2
 LZ1809
 LZ1809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1809!SPC PA N     -   0.99988219  x   0.99999472  =   0.99987691
 LZ1809!UTM  18      -   0.99988219  x   1.00021585  =   1.00009801
 LZ1809
 LZ1809|---------------------------------------------------------------------|
 LZ1809| PID    Reference Object                     Distance      Geod. Az  |
 LZ1809|                                                           dddmmss.s |
 LZ1809| CJ9944 HARRISON RM 1                       119.116 METERS 14425     |
 LZ1809| LZ1808 WEST PIKE                           APPROX.14.2 KM 1682452.2 |
 LZ1809| CJ9945 HARRISON RM 2                       127.053 METERS 24238     |
 LZ1809|---------------------------------------------------------------------|
 LZ1809
 LZ1809                          SUPERSEDED SURVEY CONTROL
 LZ1809
 LZ1809  NAD 83(1996)-  41 54 59.07351(N)    077 41 51.20145(W) AD(       ) 1
 LZ1809  NAD 83(1986)-  41 54 59.07466(N)    077 41 51.19821(W) AD(       ) 1
 LZ1809  NAD 27      -  41 54 58.82746(N)    077 41 52.23040(W) AD(       ) 1
 LZ1809  NGVD 29 (07/19/86)  782.9    (m)         2569.     (f) VERT ANG       
 LZ1809
 LZ1809.Superseded values are not recommended for survey control.
 LZ1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1809.See file dsdata.txt to determine how the superseded data were derived.
 LZ1809
 LZ1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM7629444015(NAD 83)
 LZ1809_MARKER: DD = SURVEY DISK
 LZ1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1809_STAMPING: HARRISON NYSS 1929
 LZ1809_MARK LOGO: CGS   
 LZ1809_PROJECTION: FLUSH
 LZ1809_MAGNETIC: N = NO MAGNETIC MATERIAL
 LZ1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1809+STABILITY: SURFACE MOTION
 LZ1809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LZ1809+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2001
 LZ1809
 LZ1809  HISTORY     - Date     Condition        Report By
 LZ1809  HISTORY     - 1929     MONUMENTED       CGS
 LZ1809  HISTORY     - 1967     SEE DESCRIPTION  CGS
 LZ1809  HISTORY     - 20000501 GOOD             PADT
 LZ1809  HISTORY     - 20001001 GOOD             PADT
 LZ1809  HISTORY     - 20010725 GOOD             PADT
 LZ1809
 LZ1809                          STATION DESCRIPTION
 LZ1809
 LZ1809'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 LZ1809'STATION IS IN HARRISON TOWNSHIP ON PROPERTY OWNED BY MR. ROBERT
 LZ1809'DOWNEY, ON A HIGH BARE HILL LOCALLY KNOWN AS WHITE KNOB.  THE
 LZ1809'STATION IS IDENTICAL WITH AN OLD STATION OF THE NEW YORK STATE
 LZ1809'SURVEY.  THE OLD (N.Y.S.S.) STONE POST WAS REMOVED AND REPLACED
 LZ1809'WITH A STANDARD U.S.C. AND G.S. MARK.  THE STATION IS ON THE HIGHEST
 LZ1809'PART OF THE HILL AND IS ABOUT 100 FEET S OF THE CORNER POST
 LZ1809'OF 2 FENCES WHICH DIVIDE THE PASTURE AND CULTIVATED LAND.
 LZ1809'
 LZ1809'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 LZ1809'SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.  THE
 LZ1809'SURFACE MARK PROJECTS 8 INCHES ABOVE GROUND LEVEL.
 LZ1809'
 LZ1809'REFERENCE MARK NO. 1 IS SE OF STATION AT THE W EDGE OF AN OLD APPLE
 LZ1809'ORCHARD AND REFERENCE MARK NO. 2 IS SW OF STATION AT THE S
 LZ1809'END OF A LONG ROCK PILE.  BOTH MARKS PROJECT 8 INCHES ABOVE THE
 LZ1809'SURFACE.
 LZ1809'
 LZ1809'TO REACH THE STATION FROM HARRISON VALLEY GO W ON THE STATE ROAD TO
 LZ1809'MILLS.  GO W FROM THE MILLS POST OFFICE 1/2 MILE TO FIRST ROAD TO
 LZ1809'THE S AFTER CROSSING RAILROAD.  TURN S HERE AND GO 2.2 MILES TO END
 LZ1809'OF ROAD.  TURN LEFT (E) HERE AND GO 1/2 MILE TO FORK.  TAKE
 LZ1809'RIGHT FORK AND GO ABOUT 1/4 MILE TO POINT WHERE WAGON ROAD LEADS INTO
 LZ1809'CLEARING ON RIGHT.  FOLLOW THIS WAGON ROAD ALONG CULTIVATED
 LZ1809'FIELD AND BEAR TO RIGHT TO TOP OF HILL AND STATION.
 LZ1809'
 LZ1809'HEIGHT OF SIGNAL ABOVE STATION MARK 12 METERS.
 LZ1809
 LZ1809                          STATION RECOVERY (1967)
 LZ1809
 LZ1809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 LZ1809'THE STATION MARK AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED IN
 LZ1809'GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 LZ1809'
 LZ1809'THE STATION IS LOCATED ON PROPERTY OWNED BY MR. BERNARD HAMILTON AND
 LZ1809'LEASED BY MR. CLIFFORD POLLICK, ABOUT 6 MILES SOUTH OF THE NEW
 LZ1809'YORK-PENNSYLVANIA STATE LINE, 5 MILES WEST OF POTTER BROOK, 4 MILES
 LZ1809'EAST-NORTHEAST OF LEWISVILLE (ULYSSES POST OFFICE) AND 3-1/4
 LZ1809'MILES SOUTHWEST OF HARRISON VALLEY.
 LZ1809'
 LZ1809'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET WITH STATE
 LZ1809'HIGHWAY 49, 0.05 MILE NORTH OF THE POST OFFICE IN ULYSSES, GO
 LZ1809'NORTH AND NORTHEAST ON STATE HIGHWAY 49 AS PER SIGN WESTFIELD 13 FOR
 LZ1809'1.3 MILES TO A SIDE ROAD LEFT.  KEEP STRAIGHT AHEAD ON
 LZ1809'THE HIGHWAY FOR 0.25 MILE TO A DIRT ROAD RIGHT, JUST BEFORE CROSSING
 LZ1809'A SMALL BRIDGE.  TURN RIGHT AND GO IN AN EASTERLY
 LZ1809'DIRECTION ON THE DIRT ROAD FOR 1.5 MILES TO A FORK IN A VALLEY.  KEEP
 LZ1809'LEFT STRAIGHT AHEAD UPHILL, FOR 0.55 MILE TO A SIDE ROAD
 LZ1809'LEFT.  CONTINUE STRAIGHT AHEAD ALONG THE RIDGE FOR 0.2 MILE
 LZ1809'TO A SIDE ROAD RIGHT.  KEEP STRAIGHT AHEAD ALONG THE RIDGE FOR 0.4
 LZ1809'MILE TO A DIM FORK.  BEAR RIGHT ON A FIELD ROAD FOR 0.2
 LZ1809'MILE TO THE TOP OF THE HILL AND THE STATION IN THE ANGLE OF A DIM
 LZ1809'REVERSE-Y.
 LZ1809'
 LZ1809'THE STATION MARK IS A STANDARD DISK STAMPED HARRISON N.Y.S.S. 1929,
 LZ1809'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 LZ1809'MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 19 FEET
 LZ1809'NORTHEAST OF THE DIM REVERSE-Y, 12 FEET NORTHWEST OF THE CENTER
 LZ1809'OF A TRACK ROAD AND 1.5 FEET SOUTH OF A METAL WITNESS POST.  NOTES-
 LZ1809'1A 7A
 LZ1809'
 LZ1809'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED HARRISON N.Y.S.S. NO.
 LZ1809'1 1929, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 LZ1809'WHICH PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 1.1 FEET
 LZ1809'NORTH-NORTHWEST OF A METAL WITNESS POST AND AT THE WEST
 LZ1809'EDGE OF AN APPLE ORCHARD.  NOTE- 11A
 LZ1809'
 LZ1809'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED HARRISON N.Y.S.S. NO.
 LZ1809'2 1929, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 LZ1809'WHICH IS FLUSH WITH THE GROUND.  IT IS 1.0 FOOT EAST OF A METAL
 LZ1809'WITNESS POST AND AT THE SOUTH EDGE OF A ROCK PILE AND AT THE WESTERN
 LZ1809'EDGE OF A CULTIVATED FIELD.  NOTE- 11A
 LZ1809'
 LZ1809'NO SUITABLE LOCATION WAS FOUND FOR AN AZI MK.
 LZ1809
 LZ1809                          STATION RECOVERY (2000)
 LZ1809
 LZ1809'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (EDN)
 LZ1809'RECOVERED IN GOOD CONDITION.
 LZ1809
 LZ1809                          STATION RECOVERY (2000)
 LZ1809
 LZ1809'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (CH)
 LZ1809'RECOVERED AS DESCRIBED
 LZ1809'
 LZ1809
 LZ1809                          STATION RECOVERY (2001)
 LZ1809
 LZ1809'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (WDL)
 LZ1809'RECOVERED AS DESCRIBED.
 LZ1809'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1972 ***********************************************************************
 MB1972  DESIGNATION -  HARTMAN
 MB1972  PID         -  MB1972
 MB1972  STATE/COUNTY-  PA/MERCER
 MB1972  USGS QUAD   -  KINSMAN (1994)
 MB1972
 MB1972                         *CURRENT SURVEY CONTROL
 MB1972  ___________________________________________________________________
 MB1972* NAD 83(1992)-  41 24 35.88531(N)    080 30 47.72843(W)     ADJUSTED  
 MB1972* NAVD 88     -       398.     (meters)    1306.     (feet)  SCALED    
 MB1972  ___________________________________________________________________
 MB1972  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 MB1972  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 MB1972
 MB1972  HORZ ORDER  -  FIRST
 MB1972
 MB1972.The horizontal coordinates were established by classical geodetic methods
 MB1972.and adjusted by the National Geodetic Survey in June 2002..
 MB1972
 MB1972.The orthometric height was scaled from a topographic map.
 MB1972
 MB1972.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1972
 MB1972.The geoid height was determined by GEOID03.
 MB1972
 MB1972;                    North         East     Units Scale Factor Converg.
 MB1972;SPC PA N     -   141,758.560   369,008.457   MT  0.99995685   -1 49 40.8
 MB1972;SPC PA N     -   465,086.21  1,210,655.25   sFT  0.99995685   -1 49 40.8
 MB1972;SPC OH N     -   195,480.610   766,093.378   MT  0.99995695   +1 18 18.7
 MB1972;UTM  17      - 4,584,383.337   540,681.121   MT  0.99962037   +0 19 19.0
 MB1972
 MB1972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1972!SPC PA N     -   0.99994289  x   0.99995685  =   0.99989975
 MB1972!SPC OH N     -   0.99994289  x   0.99995695  =   0.99989985
 MB1972!UTM  17      -   0.99994289  x   0.99962037  =   0.99956329
 MB1972
 MB1972:                Primary Azimuth Mark                     Grid Az
 MB1972:SPC PA N     -  HARTMAN AZ MK                            172 52 26.6
 MB1972:SPC OH N     -  HARTMAN AZ MK                            169 44 27.1
 MB1972:UTM  17      -  HARTMAN AZ MK                            170 43 26.8
 MB1972
 MB1972|---------------------------------------------------------------------|
 MB1972| PID    Reference Object                     Distance      Geod. Az  |
 MB1972|                                                           dddmmss.s |
 MB1972| CX4660 HARTMAN AZ MK                                      1710245.8 |
 MB1972| CX4661 HARTMAN RM 1                        185.234 METERS 18317     |
 MB1972| CX4662 HARTMAN RM 2                         95.120 METERS 27054     |
 MB1972|---------------------------------------------------------------------|
 MB1972
 MB1972                          SUPERSEDED SURVEY CONTROL
 MB1972
 MB1972  NAD 83(1995)-  41 24 35.88516(N)    080 30 47.72876(W) AD(       ) 1
 MB1972  NAD 83(1986)-  41 24 35.88968(N)    080 30 47.72780(W) AD(       ) 1
 MB1972  NAD 27      -  41 24 35.69200(N)    080 30 48.47200(W) AD(       ) 1
 MB1972
 MB1972.Superseded values are not recommended for survey control.
 MB1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1972.See file dsdata.txt to determine how the superseded data were derived.
 MB1972
 MB1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF4068184383(NAD 83)
 MB1972_MARKER: Z = SEE DESCRIPTION
 MB1972_SETTING: 0 = UNSPECIFIED SETTING
 MB1972
 MB1972  HISTORY     - Date     Condition        Report By
 MB1972  HISTORY     - 1928     MONUMENTED       CGS
 MB1972  HISTORY     - 1937     SEE DESCRIPTION  PAGS
 MB1972  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MB1972
 MB1972                          STATION DESCRIPTION
 MB1972
 MB1972'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (WM)
 MB1972'STATION IS ABOUT 6 MILES SE OF KINSMAN, OHIO, ON LAND BELONGING TO
 MB1972'C.H. HARTMAN.  STATION IS ON S SIDE OF ROCKY RIDGE CEMETERY,
 MB1972'BETWEEN FENCE AND A ROW OF APPLE TREES.
 MB1972'
 MB1972'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE.
 MB1972'
 MB1972'REFERENCE MARK NO. 1 (S) IS ON N SIDE OF RAIL FENCE IN LINE WITH RED
 MB1972'BARN.
 MB1972'
 MB1972'REFERENCE MARK NO. 2 (W) IS OUTSIDE SW CORNER OF GRAVEYARD.
 MB1972'
 MB1972'REACHED FROM KINSMAN BY FOLLOWING MERCER ROAD 4 MILES TO 1/4 MILE E
 MB1972'OF STATE LINE, THENCE S 1-1/2 MILES TO THE CEMETERY.
 MB1972'
 MB1972'A 90-FOOT STEEL TOWER WAS USED.
 MB1972
 MB1972                          STATION RECOVERY (1937)
 MB1972
 MB1972'RECOVERY NOTE BY PENNSYLVANIA GEODETIC SURVEY 1937
 MB1972'STATION FOUND IN GOOD CONDITION.  ALL REFERENCE MARKS RECOVERED.
 MB1972'
 MB1972'NEW AZIMUTH MARK IS A STANDARD DISK OF PA. STATE COORDINATE SYSTEM,
 MB1972'STAMPED HARTMAN 1928, SET IN A SANDSTONE POST IN FENCE LINE ON
 MB1972'S SIDE OF ROAD, 1/4 MILE E OF C.H. HARTMANS FARM BUILDINGS.  MARK IS
 MB1972'APPROXIMATELY 1 BY 8 FEET PROJECTING 0.2 FOOT.
 MB1972'
 MB1972'A SECOND-ORDER TRAVERSE WAS RUN TO O-P MILEPOST NO. 39.
 MB1972'
 MB1972'TO REACH GO FROM GREENVILLE ALONG HIGHWAY 358 A DISTANCE OF 6.3
 MB1972'MILES, THENCE N ON DIRT ROAD 0.2 MILE E OF
 MB1972'OHIO-PENNSYLVANIA STATE LINE A DISTANCE OF 0.4 MILE.
 MB1972
 MB1972                          STATION RECOVERY (1960)
 MB1972
 MB1972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 MB1972'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 MB1972'THE PROPERTY IS NOW OWNED BY MRS.  FLORENCE LAWRENCE.
 MB1972'A COMPLETE NEW DESCRIPTION FOLLOWS- STATION IS LOCATED ABOUT 7
 MB1972'MILES WEST OF GREENVILLE, ABOUT 7 MILES SOUTHEAST OF JAMESTOWN,
 MB1972'ABOUT 0.5 MILE EAST OF THE PENNA-OHIO STATE LINE, AND ON THE SOUTH
 MB1972'SIDE OF ROCKY RIDGE CEMETERY.  IT IS ABOUT 425 FEET EAST OF
 MB1972'THE NORTH-SOUTH ROAD PASSING THE CEMETERY, 52 FEET SOUTH OF THE
 MB1972'SOUTH DRIVE THROUGH THE CEMETERY, AND ON THE SOUTH EDGE OF THE
 MB1972'HEDGE ROW DIVIDING THE CEMETERY FROM THE PROPERTY OF
 MB1972'MRS. LAWRENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 MB1972'HARTMAN 1928.  (NOTE 1A).
 MB1972'
 MB1972'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION.  IT IS ABOUT 400 FEET
 MB1972'EAST OF THE ROAD, 30 FEET NORTH OF A RAIL FENCE, 3 FEET
 MB1972'SOUTH OF A WIRE FENCE, AND ON THE NORTH EDGE OF AN EAST-WEST LANE.
 MB1972'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 MB1972'HARTMAN NO 1 1928.  (NOTE 11A).
 MB1972'
 MB1972'REFERENCE MARK NO. 2 IS WEST OF THE STATION, AND AT THE SOUTHWEST
 MB1972'CORNER OF THE CEMETERY.  IT IS ABOUT 240 FEET EAST OF THE
 MB1972'ROAD, 43 FEET SOUTH OF THE SOUTH DRIVE THROUGH THE CEMETERY, 1 FOOT
 MB1972'SOUTH OF FENCE LINE, AND 1 FOOT EAST OF A U.S.C. AND G.S.
 MB1972'WITNESS SIGN.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 MB1972'HARTMAN NO 2 1928.  (11A).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2256 ***********************************************************************
 KX2256  DESIGNATION -  HARTMAN
 KX2256  PID         -  KX2256
 KX2256  STATE/COUNTY-  PA/BLAIR
 KX2256  USGS QUAD   -  HOLLIDAYSBURG (1981)
 KX2256
 KX2256                         *CURRENT SURVEY CONTROL
 KX2256  ___________________________________________________________________
 KX2256* NAD 83(1992)-  40 23 27.91143(N)    078 22 52.05399(W)     ADJUSTED  
 KX2256* NAVD 88     -       593.     (meters)    1946.     (feet)  SCALED    
 KX2256  ___________________________________________________________________
 KX2256  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 KX2256  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KX2256
 KX2256  HORZ ORDER  -  THIRD
 KX2256
 KX2256.The horizontal coordinates were established by classical geodetic methods
 KX2256.and adjusted by the National Geodetic Survey in June 2002..
 KX2256
 KX2256.The orthometric height was scaled from a topographic map.
 KX2256
 KX2256.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2256
 KX2256.The geoid height was determined by GEOID03.
 KX2256
 KX2256;                    North         East     Units Scale Factor Converg.
 KX2256;SPC PA S     -   117,638.953   546,417.026   MT  0.99996004   -0 24 34.1
 KX2256;SPC PA S     -   385,953.80  1,792,703.19   sFT  0.99996004   -0 24 34.1
 KX2256;SPC PA N     -    25,118.653   546,408.696   MT  1.00011584   -0 25 03.1
 KX2256;SPC PA N     -    82,410.11  1,792,675.86   sFT  1.00011584   -0 25 03.1
 KX2256;UTM  17      - 4,474,458.525   722,278.306   MT  1.00020822   +1 41 51.8
 KX2256
 KX2256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2256!SPC PA S     -   0.99991218  x   0.99996004  =   0.99987222
 KX2256!SPC PA N     -   0.99991218  x   1.00011584  =   1.00002801
 KX2256!UTM  17      -   0.99991218  x   1.00020822  =   1.00012038
 KX2256
 KX2256:                Primary Azimuth Mark                     Grid Az
 KX2256:SPC PA S     -  DUNCAN                                   153 19 17.1
 KX2256:SPC PA N     -  DUNCAN                                   153 19 46.1
 KX2256:UTM  17      -  DUNCAN                                   151 12 51.2
 KX2256
 KX2256|---------------------------------------------------------------------|
 KX2256| PID    Reference Object                     Distance      Geod. Az  |
 KX2256|                                                           dddmmss.s |
 KX2256| KX2242 DUNCAN                              APPROX. 4.8 KM 1525443.0 |
 KX2256|---------------------------------------------------------------------|
 KX2256
 KX2256                          SUPERSEDED SURVEY CONTROL
 KX2256
 KX2256  NAD 83(1986)-  40 23 27.91674(N)    078 22 52.06609(W) AD(       ) 3
 KX2256  NAD 27      -  40 23 27.65147(N)    078 22 53.01557(W) AD(       ) 3
 KX2256
 KX2256.Superseded values are not recommended for survey control.
 KX2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2256.See file dsdata.txt to determine how the superseded data were derived.
 KX2256
 KX2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE2227874459(NAD 83)
 KX2256_MARKER: DD = SURVEY DISK
 KX2256_SETTING: 66 = SET IN ROCK OUTCROP
 KX2256_SP_SET: SET IN ROCK OUTCROP
 KX2256_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX2256+STABILITY: POSITION/ELEVATION WELL
 KX2256
 KX2256  HISTORY     - Date     Condition        Report By
 KX2256  HISTORY     - 1900     MONUMENTED       USGS
 KX2256
 KX2256                          STATION DESCRIPTION
 KX2256
 KX2256'DESCRIBED BY US GEOLOGICAL SURVEY 1900
 KX2256'SITUATED ON THAT PART OF LOCKE OR LOOPE MOUNTAIN LOCALLY KNOWN AS
 KX2256'-HARTMANS LOOKOUT-.  IT IS JUST N. OF DRY GAP AND ABOUT 3.0 MI SE.
 KX2256'OF HOLLIDAYSBURG.  OUTLOOK GOOD IN ALL DIRECTIONS EXCEPTING NE.
 KX2256'
 KX2256'STATION MARK, A STANDARD TRIANGULATION DISK CEMENTED IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2772 ***********************************************************************
 LY2772  DESIGNATION -  HARVEY FIRE TOWER
 LY2772  PID         -  LY2772
 LY2772  STATE/COUNTY-  PA/LUZERNE
 LY2772  USGS QUAD   -  KINGSTON (1983)
 LY2772
 LY2772                         *CURRENT SURVEY CONTROL
 LY2772  ___________________________________________________________________
 LY2772* NAD 83(1992)-  41 21 43.54172(N)    075 58 39.97226(W)     ADJUSTED  
 LY2772* NAVD 88     -       515.     (meters)    1690.     (feet)  SCALED    
 LY2772  ___________________________________________________________________
 LY2772  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 LY2772  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 LY2772
 LY2772  HORZ ORDER  -  SECOND
 LY2772
 LY2772.The horizontal coordinates were established by classical geodetic methods
 LY2772.and adjusted by the National Geodetic Survey in June 2002..
 LY2772
 LY2772.The orthometric height was scaled from a topographic map.
 LY2772
 LY2772.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2772
 LY2772.The geoid height was determined by GEOID03.
 LY2772
 LY2772;                    North         East     Units Scale Factor Converg.
 LY2772;SPC PA N     -   134,273.786   748,271.216   MT  0.99995730   +1 10 20.6
 LY2772;SPC PA N     -   440,529.91  2,454,953.15   sFT  0.99995730   +1 10 20.6
 LY2772;UTM  18      - 4,579,415.446   418,219.204   MT  0.99968231   -0 38 46.2
 LY2772
 LY2772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2772!SPC PA N     -   0.99992421  x   0.99995730  =   0.99988152
 LY2772!UTM  18      -   0.99992421  x   0.99968231  =   0.99960655
 LY2772
 LY2772|---------------------------------------------------------------------|
 LY2772| PID    Reference Object                     Distance      Geod. Az  |
 LY2772|                                                           dddmmss.s |
 LY2772| LY2773 DALLAS                               47.305 METERS 03725     |
 LY2772| LZ1877 LEHMAN ET                           APPROX. 5.4 KM 2235711.5 |
 LY2772|---------------------------------------------------------------------|
 LY2772
 LY2772                          SUPERSEDED SURVEY CONTROL
 LY2772
 LY2772  NAD 83(1986)-  41 21 43.54152(N)    075 58 39.97330(W) AD(       ) 2
 LY2772  NAD 27      -  41 21 43.25500(N)    075 58 41.25500(W) AD(       ) 2
 LY2772
 LY2772.Superseded values are not recommended for survey control.
 LY2772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2772.See file dsdata.txt to determine how the superseded data were derived.
 LY2772
 LY2772_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL1821979415(NAD 83)
 LY2772
 LY2772  HISTORY     - Date     Condition        Report By
 LY2772  HISTORY     - UNK      MONUMENTED
 LY2772  HISTORY     - 1968     SEE DESCRIPTION  USGS
 LY2772
 LY2772                          STATION DESCRIPTION
 LY2772
 LY2772'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (AIM)
 LY2772'DESIGNATED A-5 (DALLAS LOOKOUT TOWER) BY USGS.
 LY2772'
 LY2772'HEIGHT OF LIGHT ABOVE STATION MARK- 52.8 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2380 ***********************************************************************
 MA2380  DESIGNATION -  HASKINS
 MA2380  PID         -  MA2380
 MA2380  STATE/COUNTY-  PA/WARREN
 MA2380  USGS QUAD   -  CORNPLANTER RUN (1983)
 MA2380
 MA2380                         *CURRENT SURVEY CONTROL
 MA2380  ___________________________________________________________________
 MA2380* NAD 83(1992)-  41 58 10.47513(N)    078 59 22.18414(W)     ADJUSTED  
 MA2380* NAVD 88     -       654.4    (meters)    2147.     (feet)  VERTCON   
 MA2380  ___________________________________________________________________
 MA2380  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 MA2380  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 MA2380
 MA2380  HORZ ORDER  -  THIRD
 MA2380
 MA2380.The horizontal coordinates were established by classical geodetic methods
 MA2380.and adjusted by the National Geodetic Survey in June 2002..
 MA2380
 MA2380.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2380
 MA2380.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2380
 MA2380.The geoid height was determined by GEOID03.
 MA2380
 MA2380;                    North         East     Units Scale Factor Converg.
 MA2380;SPC PA N     -   200,960.990   497,261.119   MT  1.00000324   -0 49 11.9
 MA2380;SPC PA N     -   659,319.51  1,631,430.85   sFT  1.00000324   -0 49 11.9
 MA2380;SPC NY W     -   218,794.737   316,335.197   MT  0.99995144   -0 16 17.8
 MA2380;SPC NY W     -   717,829.07  1,037,843.06   sFT  0.99995144   -0 16 17.8
 MA2380;UTM  17      - 4,648,353.334   666,588.155   MT  0.99994149   +1 20 41.3
 MA2380
 MA2380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2380!SPC PA N     -   0.99990248  x   1.00000324  =   0.99990572
 MA2380!SPC NY W     -   0.99990248  x   0.99995144  =   0.99985393
 MA2380!UTM  17      -   0.99990248  x   0.99994149  =   0.99984398
 MA2380
 MA2380|---------------------------------------------------------------------|
 MA2380| PID    Reference Object                     Distance      Geod. Az  |
 MA2380|                                                           dddmmss.s |
 MA2380| CJ9947 HASKINS RM 2                         22.186 METERS 16857     |
 MA2380| MA1832 CHINBERG                            APPROX. 6.9 KM 2062733.7 |
 MA2380| MA1831 SCANDIA RAD STA WUE 333 MAST        APPROX. 7.3 KM 2075813.8 |
 MA2380| CJ9946 HASKINS RM 1                         20.312 METERS 34854     |
 MA2380|---------------------------------------------------------------------|
 MA2380
 MA2380                          SUPERSEDED SURVEY CONTROL
 MA2380
 MA2380  NAD 83(1996)-  41 58 10.47537(N)    078 59 22.18404(W) AD(       ) 3
 MA2380  NAD 83(1986)-  41 58 10.47721(N)    078 59 22.18286(W) AD(       ) 3
 MA2380  NAD 27      -  41 58 10.26262(N)    078 59 23.03705(W) AD(       ) 3
 MA2380  NGVD 29 (07/19/86)  654.6    (m)         2148.     (f) VERT ANG       
 MA2380
 MA2380.Superseded values are not recommended for survey control.
 MA2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2380.See file dsdata.txt to determine how the superseded data were derived.
 MA2380
 MA2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG6658848353(NAD 83)
 MA2380_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2380_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MA2380
 MA2380  HISTORY     - Date     Condition        Report By
 MA2380  HISTORY     - 1967     MONUMENTED       CGS
 MA2380  HISTORY     - 20030624 MARK NOT FOUND   USPSQD
 MA2380
 MA2380                          STATION DESCRIPTION
 MA2380
 MA2380'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 MA2380'THE STATION IS LOCATED ON THE PROPERTY OF MR. GILBERT HASKINS, ABOUT
 MA2380'11-1/2 MILES NORTHEAST OF WARREN, 9 MILES NORTH OF THE KINZUA DAM, 5
 MA2380'MILES NORTHEAST OF THE SMALL SETTLEMENT OF SCANDIA AND 3 MILES
 MA2380'SOUTHWEST OF CORYDON.
 MA2380'
 MA2380'TO REACH THE STATION FROM THE INTERSECTION OF PENN AVENUE (U.S.
 MA2380'HIGHWAY 6) AND MARKET STREET (U.S. HIGHWAY 62) IN WARREN, GO
 MA2380'NORTH ON MARKET STREET FOR 0.4 MILE TO E FIFTH AVENUE ON THE RIGHT.
 MA2380'TURN RIGHT AND GO EAST AND NORTH ON E FIFTH AVENUE WHICH BECOMES
 MA2380'SCANDIA ROAD FOR 3.35 MILES TO A SIDE ROAD RIGHT AT SIGN WHICH READS,
 MA2380'SCANDIA 5.  CONTINUE AHEAD IN A NORTHEASTERLY DIRECTION ON SCANDIA
 MA2380'ROAD FOR 2.0 MILES TO FRANTZ AND COBHAM ROADS ON RIGHT.  CONTINUE
 MA2380'AHEAD ON SCANDIA ROAD FOR 3.0 MILES TO A CROSSROAD IN THE SMALL
 MA2380'VILLAGE OF SCANDIA AND THE SCANDIA CONVENANT CHURCH ON THE RIGHT.
 MA2380'CONTINUE AHEAD IN A NORTH-NORTHEASTERLY DIRECTION ON THE MAIN
 MA2380'TRAVELED MACADAM ROAD FOR 5.3 MILES TO THE STATION ON THE
 MA2380'LEFT, THIS IS JUST BEFORE REACHING MR. HASKINS RESIDENCE WHICH IS ON
 MA2380'THE RIGHT.
 MA2380'
 MA2380'THE STATION MARK IS A STANDARD DISK STAMPED HASKINS 1967, SET IN THE
 MA2380'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 6
 MA2380'INCHES ABOVE THE GROUND.  IT IS 108 FEET NORTH OF THE CENTER OF ROAD,
 MA2380'5.2 FEET WEST-NORTHWEST OF A METAL WITNESS POST AND SET IN A
 MA2380'ROCK AND TREE ROW.
 MA2380'
 MA2380'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED HASKINS NO 1 1967 SET
 MA2380'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 MA2380'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 69.2 FEET NORTH-NORTHWEST
 MA2380'OF THE METAL WITNESS POST AND ABOUT THE SAME ELEVATION AS THE
 MA2380'STATION MARK, IN THE SAME ROCK AND TREE ROW.
 MA2380'
 MA2380'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED HASKINS NO 2 1967 SET
 MA2380'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 MA2380'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 73.7 FEET NORTHEAST OF THE
 MA2380'NORTHWEST CORNER OF A GARAGE, 35 FEET NORTH OF THE CENTER OF THE
 MA2380'ROAD, 11 FEET NORTH OF A 24-INCH APPLE TREE AND ABOUT THE SAME
 MA2380'ELEVATION AS THE STATION MARK IN THE SAME ROCK AND TREE ROW.
 MA2380'
 MA2380'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 MA2380'
 MA2380'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 MA2380
 MA2380                          STATION RECOVERY (2003)
 MA2380
 MA2380'RECOVERY NOTE BY US POWER SQUADRON 2003 (WR)
 MA2380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1964 ***********************************************************************
 MA1964  DESIGNATION -  HASLET
 MA1964  PID         -  MA1964
 MA1964  STATE/COUNTY-  PA/FOREST
 MA1964  USGS QUAD   -  TYLERSBURG (1977)
 MA1964
 MA1964                         *CURRENT SURVEY CONTROL
 MA1964  ___________________________________________________________________
 MA1964* NAD 83(1992)-  41 29 37.74087(N)    079 16 25.61502(W)     ADJUSTED  
 MA1964* NAVD 88     -       539.     (meters)    1768.     (feet)  SCALED    
 MA1964  ___________________________________________________________________
 MA1964  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 MA1964  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 MA1964
 MA1964  HORZ ORDER  -  THIRD
 MA1964
 MA1964.The horizontal coordinates were established by classical geodetic methods
 MA1964.and adjusted by the National Geodetic Survey in June 2002..
 MA1964
 MA1964.The orthometric height was scaled from a topographic map.
 MA1964
 MA1964.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1964
 MA1964.The geoid height was determined by GEOID03.
 MA1964
 MA1964;                    North         East     Units Scale Factor Converg.
 MA1964;SPC PA N     -   148,504.707   472,769.887   MT  0.99995773   -1 00 29.0
 MA1964;SPC PA N     -   487,219.19  1,551,079.20   sFT  0.99995773   -1 00 29.0
 MA1964;UTM  17      - 4,595,016.125   644,091.348   MT  0.99985551   +1 08 38.0
 MA1964
 MA1964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1964!SPC PA N     -   0.99992061  x   0.99995773  =   0.99987834
 MA1964!UTM  17      -   0.99992061  x   0.99985551  =   0.99977613
 MA1964
 MA1964:                Primary Azimuth Mark                     Grid Az
 MA1964:SPC PA N     -  LUCINDA                                  201 46 41.9
 MA1964:UTM  17      -  LUCINDA                                  199 37 34.9
 MA1964
 MA1964|---------------------------------------------------------------------|
 MA1964| PID    Reference Object                     Distance      Geod. Az  |
 MA1964|                                                           dddmmss.s |
 MA1964| MA1966 LUCINDA                             APPROX.21.7 KM 2004612.9 |
 MA1964|---------------------------------------------------------------------|
 MA1964
 MA1964                          SUPERSEDED SURVEY CONTROL
 MA1964
 MA1964  NAD 83(1986)-  41 29 37.74284(N)    079 16 25.61529(W) AD(       ) 3
 MA1964  NAD 27      -  41 29 37.53935(N)    079 16 26.45923(W) AD(       ) 3
 MA1964
 MA1964.Superseded values are not recommended for survey control.
 MA1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1964.See file dsdata.txt to determine how the superseded data were derived.
 MA1964
 MA1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF4409195016(NAD 83)
 MA1964_MARKER: DD = SURVEY DISK
 MA1964_SETTING: 66 = SET IN ROCK OUTCROP
 MA1964_SP_SET: SET IN ROCK OUTCROP
 MA1964_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA1964+STABILITY: POSITION/ELEVATION WELL
 MA1964
 MA1964  HISTORY     - Date     Condition        Report By
 MA1964  HISTORY     - 1926     MONUMENTED       USGS
 MA1964
 MA1964                          STATION DESCRIPTION
 MA1964
 MA1964'DESCRIBED BY US GEOLOGICAL SURVEY 1926
 MA1964'IN KINGSLEY TOWNSHIP.  ON RIDGE ON S. SIDE OF BEAR CREEK ABOUT 0.25
 MA1964'MI NW. OF RESIDENCE OF GEO. E. HASLET WHO LIVES ON BEAR CREEK.   1.5
 MA1964'MI NW. OF GUITONVILLE AND 0.75 MI N. OF TIONESTA-MARIENVILLE PUBLIC
 MA1964'RD.  THE UNITED NATURAL GAS COMPANYS 6-IN. PIPE LINE BETWEEN
 MA1964'GUITONVILLE AND QUEEN PUMP STATION CROSSES THE SUMMIT OF RIDGE 100 FT
 MA1964'E. OF STATION.
 MA1964'
 MA1964'SIGNAL, FLAG AND TARGETS IN TOP OF 90-FT OAK TREE.  OBSERVING PLATFORM
 MA1964'WAS ERECTED IN SIGNAL TREE 67 FT ABOVE GROUND.  INSTRUMENT ON TOP OF
 MA1964'71-FT POLE BRACED BY POLES AND GUYED BY SIX WIRES.
 MA1964'
 MA1964'STATION MARK, BRONZE TABLET IN TOP OF 30-IN. SANDSTONE SET DIRECTLY
 MA1964'UNDER TOP OF INSTRUMENT STAND AND 4.1 FT W. OF SIGNAL TREE.
 MA1964'
 MA1964'REFERENCE MARK NO. 1, NAIL IN CENTER OF TRIANGLE CUT IN FACE OF SIGNAL
 MA1964'TREE 30-IN. OAK 4.1 FT DISTANT, N 57 DEG 12 MIN E.
 MA1964'
 MA1964'REFERENCE MARK NO. 2, NAIL IN CENTER OF TRIANGLE CUT IN FACE OF 6-IN.
 MA1964'MAPLE TREE 10.75 FT DISTANT, N 87 DEG 11 MIN W.
 MA1964'
 MA1964'REFERENCE MARK NO. 3, NAIL IN CENTER OF TRIANGLE CUT IN FACE OF
 MA1964'10-IN. BIRCH TREE 29.6 FT DISTANT, N 36 DEG 44 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3779 ***********************************************************************
 KV3779  DESIGNATION -  HATFIELD CITY WATER TANK
 KV3779  PID         -  KV3779
 KV3779  STATE/COUNTY-  PA/MONTGOMERY
 KV3779  USGS QUAD   -  TELFORD (1995)
 KV3779
 KV3779                         *CURRENT SURVEY CONTROL
 KV3779  ___________________________________________________________________
 KV3779* NAD 83(1992)-  40 16 42.56103(N)    075 18 06.79047(W)     ADJUSTED  
 KV3779* NAVD 88     -                                                        
 KV3779  ___________________________________________________________________
 KV3779  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 KV3779  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KV3779
 KV3779  HORZ ORDER  -  THIRD
 KV3779
 KV3779.The horizontal coordinates were established by classical geodetic methods
 KV3779.and adjusted by the National Geodetic Survey in June 2002..
 KV3779
 KV3779
 KV3779.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3779
 KV3779.The geoid height was determined by GEOID03.
 KV3779
 KV3779;                    North         East     Units Scale Factor Converg.
 KV3779;SPC PA S     -   107,830.573   808,167.973   MT  0.99996399   +1 35 17.9
 KV3779;SPC PA S     -   353,774.14  2,651,464.42   sFT  0.99996399   +1 35 17.9
 KV3779;UTM  18      - 4,458,711.249   474,336.051   MT  0.99960811   -0 11 42.6
 KV3779
 KV3779                          SUPERSEDED SURVEY CONTROL
 KV3779
 KV3779  NAD 83(1996)-  40 16 42.56089(N)    075 18 06.79014(W) AD(       ) 4
 KV3779  NAD 83(1986)-  40 16 42.55702(N)    075 18 06.79265(W) AD(       ) 4
 KV3779  NAD 27      -  40 16 42.17500(N)    075 18 08.16900(W) AD(       ) 3
 KV3779
 KV3779.Superseded values are not recommended for survey control.
 KV3779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3779.See file dsdata.txt to determine how the superseded data were derived.
 KV3779
 KV3779_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7433658711(NAD 83)
 KV3779_MARKER: 53 = ELEVATED TANK
 KV3779
 KV3779  HISTORY     - Date     Condition        Report By
 KV3779  HISTORY     - 1942     FIRST OBSERVED   CGS
 KV3779  HISTORY     - 19980304 MARK NOT FOUND   USPSQD
 KV3779
 KV3779                          STATION DESCRIPTION
 KV3779
 KV3779'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KV3779'THIS INTERSECTION STATION IS THE WATER TANK OF THE CITY WATER SUPPLY,
 KV3779'LOCATED ABOUT 1/2 BLOCK W OF W BROAD AND S WAYNE STREETS IN
 KV3779'HATFIELD.  IT IS A 4-LEGGED STEEL STRUCTURE WITH AN OVAL-SHAPED TANK
 KV3779'ON THE TOP.  THE ENTIRE STRUCTURE IS ABOUT 100 FEET HIGH AND
 KV3779'PAINTED ALUMINUM.  POINT OBSERVED ON WAS THE FINIAL ON THE APEX OF
 KV3779'THE ROOF.
 KV3779
 KV3779                          STATION RECOVERY (1998)
 KV3779
 KV3779'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV3779'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1910 ***********************************************************************
 MA1910  DESIGNATION -  HAUCK
 MA1910  PID         -  MA1910
 MA1910  STATE/COUNTY-  PA/JEFFERSON
 MA1910  USGS QUAD   -  BROOKVILLE (1969)
 MA1910
 MA1910                         *CURRENT SURVEY CONTROL
 MA1910  ___________________________________________________________________
 MA1910* NAD 83(1992)-  41 10 32.96414(N)    079 05 06.94156(W)     ADJUSTED  
 MA1910* NAVD 88     -       480.0    (meters)    1575.     (feet)  VERTCON   
 MA1910  ___________________________________________________________________
 MA1910  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 MA1910  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 MA1910
 MA1910  HORZ ORDER  -  SECOND
 MA1910
 MA1910.The horizontal coordinates were established by classical geodetic methods
 MA1910.and adjusted by the National Geodetic Survey in June 2002..
 MA1910
 MA1910.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA1910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA1910
 MA1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1910
 MA1910.The geoid height was determined by GEOID03.
 MA1910
 MA1910;                    North         East     Units Scale Factor Converg.
 MA1910;SPC PA N     -   112,934.054   487,964.873   MT  0.99996568   -0 52 60.0
 MA1910;SPC PA N     -   370,517.81  1,600,931.42   sFT  0.99996568   -0 52 60.0
 MA1910;UTM  17      - 4,560,042.606   660,607.789   MT  0.99991747   +1 15 39.2
 MA1910
 MA1910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1910!SPC PA N     -   0.99992980  x   0.99996568  =   0.99989549
 MA1910!UTM  17      -   0.99992980  x   0.99991747  =   0.99984728
 MA1910
 MA1910|---------------------------------------------------------------------|
 MA1910| PID    Reference Object                     Distance      Geod. Az  |
 MA1910|                                                           dddmmss.s |
 MA1910| CX4663 HAUCK RM 1                            7.407 METERS 06847     |
 MA1910| CX4664 HAUCK RM 2                            7.478 METERS 20126     |
 MA1910| MA1919 BROOKVILLE NW MUN WATER TANK        APPROX. 1.1 KM 2170755.2 |
 MA1910|---------------------------------------------------------------------|
 MA1910
 MA1910                          SUPERSEDED SURVEY CONTROL
 MA1910
 MA1910  NAD 83(1986)-  41 10 32.96548(N)    079 05 06.94434(W) AD(       ) 2
 MA1910  NAD 27      -  41 10 32.73120(N)    079 05 07.81540(W) AD(       ) 2
 MA1910  NGVD 29 (07/19/86)  480.2    (m)         1575.     (f) VERT ANG       
 MA1910
 MA1910.Superseded values are not recommended for survey control.
 MA1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1910.See file dsdata.txt to determine how the superseded data were derived.
 MA1910
 MA1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF6060860043(NAD 83)
 MA1910_MARKER: DS = TRIANGULATION STATION DISK
 MA1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1910
 MA1910  HISTORY     - Date     Condition        Report By
 MA1910  HISTORY     - 1958     MONUMENTED       CGS
 MA1910  HISTORY     - 1977     GOOD             NGS
 MA1910  HISTORY     - 1977     GOOD             LOCENG
 MA1910
 MA1910                          STATION DESCRIPTION
 MA1910
 MA1910'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 MA1910'STATION IS LOCATED ON THE TOP OF A BARE HILL 1 MILE NORTH OF
 MA1910'BROOKVILLE.
 MA1910'
 MA1910'TO REACH FROM THE JEFFERSON COUNTY COURTHOUSE IN BROOKVILLE, GO WEST
 MA1910'ON U.S. HIGHWAY 322 FOR 0.2 MILES TO STATE HIGHWAY 36.  TURN RIGHT
 MA1910'(NORTH) AND GO 0.4 MILES TO A REVERSE Y.  KEEP LEFT (STRAIGHT AHEAD)
 MA1910'FOR 0.35 MILES TO A ROAD RIGHT.  LEAVE THE HIGHWAY AND PROCEED
 MA1910'DOWNHILL ON CINDERED ROAD FOR 0.15 MILES TO A FORK, KEEP LEFT AND
 MA1910'CONTINUE PAST BARN FOR 0.35 MILES TO STATION AT OPENING IN
 MA1910'FENCELINE ON LEFT.
 MA1910'
 MA1910'THE STATION IS LOCATED ON THE SOUTH SLOPE OF THE LOW HILL, ABOUT 240
 MA1910'FEET SOUTHWEST OF THE TOP OF THE HILL, 200 FEET NORTH OF AN
 MA1910'ISOLATED 2 FOOT OAK TREE ON THE SOUTH SLOPE, 168 FEET SOUTHWEST OF A
 MA1910'FENCE CORNER, 8 FEET WEST OF THE CENTER OF THE GRAVEL ROAD
 MA1910'CROSSING THE SLIGHT SADDLE IN THE TOP OF THE HILL, 3 FEET EAST OF A 4
 MA1910'X 4 INCH SQUARE WHITE WITNESS POST, 2 FEET EAST OF THE FENCE.  THE
 MA1910'STATION IS MARKED BY A STANDARD STATION DISK STAMPED, HAUCK 1958 SET
 MA1910'IN THE CENTER OF A 10 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 MA1910'GROUND.
 MA1910'
 MA1910'RM 1 IS ON THE EAST SIDE OF THE GRAVEL ROAD, 21 FEET EAST OF THE
 MA1910'FENCE, 9 FEET EAST OF THE CENTER OF THE ROAD.  MARKED BY A STANDARD
 MA1910'REFERENCE MARK DISK STAMPED, HAUCK NO 1 1958 SET IN THE CENTER OF A
 MA1910'10 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 MA1910'
 MA1910'RM 2 IS ON THE FENCELINE WEST OF THE GRAVEL ROAD, 8 FEET WEST OF THE
 MA1910'CENTER OF THE ROAD.  MARKED BY A STANDARD REFERENCE MARK DISK
 MA1910'STAMPED, HAUCK NO 2 1958 SET IN THE CENTER OF A 10 INCH SQUARE
 MA1910'CONCRETE POST FLUSH WITH THE GROUND.
 MA1910
 MA1910                          STATION RECOVERY (1977)
 MA1910
 MA1910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MA1910'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 MA1910'AS PREVIOUSLY DESCRIBED.  THE DISTANCES AND DIRECTIONS TO ALL MARKS
 MA1910'WERE WITHIN CLOSE AGREEMENT WITH THE 1958 OBSERVATIONS.  THE 1958
 MA1910'DESCRIPTION TO REACH THE STATION IS ADEQUATE.  A NEW WITNESS POST
 MA1910'WAS SET 1 FOOT NORTH OF THE STATION AND A NEW BROOKVILLE AREA HIGH
 MA1910'SCHOOL HAS BEEN CONSTRUCTED 0.15 MILE SOUTH OF THE STATION.
 MA1910'
 MA1910'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH OF
 MA1910'BROOKVILLE.
 MA1910
 MA1910                          STATION RECOVERY (1977)
 MA1910
 MA1910'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 MA1910'STATION AND RM 2 WERE RECOVERED.  RM 1 IS BURIED.  THE WITNESS POST
 MA1910'IS PARTIALLY UPROOTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0862 ***********************************************************************
 JU0862  DESIGNATION -  HAVERFORD
 JU0862  PID         -  JU0862
 JU0862  STATE/COUNTY-  PA/DELAWARE
 JU0862  USGS QUAD   -  LANSDOWNE (1994)
 JU0862
 JU0862                         *CURRENT SURVEY CONTROL
 JU0862  ___________________________________________________________________
 JU0862* NAD 83(1992)-  39 52 34.42275(N)    075 20 10.95273(W)     ADJUSTED  
 JU0862* NAVD 88     -        27.612  (meters)      90.59   (feet)  ADJUSTED  
 JU0862  ___________________________________________________________________
 JU0862  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 JU0862  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU0862  DYNAMIC HT  -          27.600 (meters)      90.55  (feet)  COMP
 JU0862  MODELED GRAV-     980,172.5   (mgal)                       NAVD 88
 JU0862
 JU0862  HORZ ORDER  -  SECOND
 JU0862  VERT ORDER  -  SECOND    CLASS 0
 JU0862
 JU0862.The horizontal coordinates were established by classical geodetic methods
 JU0862.and adjusted by the National Geodetic Survey in June 2002..
 JU0862
 JU0862.The orthometric height was determined by differential leveling
 JU0862.and adjusted by the National Geodetic Survey in June 1991..
 JU0862
 JU0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU0862
 JU0862.The geoid height was determined by GEOID03.
 JU0862
 JU0862.The dynamic height is computed by dividing the NAVD 88
 JU0862.geopotential number by the normal gravity value computed on the
 JU0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0862.degrees latitude (g = 980.6199 gals.).
 JU0862
 JU0862.The modeled gravity was interpolated from observed gravity values.
 JU0862
 JU0862;                    North         East     Units Scale Factor Converg.
 JU0862;SPC PA S     -    63,101.843   806,456.569   MT  1.00000942   +1 33 57.4
 JU0862;SPC PA S     -   207,026.63  2,645,849.59   sFT  1.00000942   +1 33 57.4
 JU0862;SPC NJ       -   116,107.809    78,456.562   MT  0.99996299   -0 32 10.5
 JU0862;SPC NJ       -   380,930.37    257,402.90   sFT  0.99996299   -0 32 10.5
 JU0862;SPC DE       -   208,290.284   206,868.679   MT  0.99999558   +0 03 05.3
 JU0862;SPC DE       -   683,365.71    678,701.66   sFT  0.99999558   +0 03 05.3
 JU0862;UTM  18      - 4,414,074.080   471,235.263   MT  0.99961019   -0 12 56.4
 JU0862
 JU0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0862!SPC PA S     -   1.00000084  x   1.00000942  =   1.00001026
 JU0862!SPC NJ       -   1.00000084  x   0.99996299  =   0.99996383
 JU0862!SPC DE       -   1.00000084  x   0.99999558  =   0.99999642
 JU0862!UTM  18      -   1.00000084  x   0.99961019  =   0.99961103
 JU0862
 JU0862:                Primary Azimuth Mark                     Grid Az
 JU0862:SPC PA S     -  HAVERFORD AZ MK                          023 07 24.6
 JU0862:SPC NJ       -  HAVERFORD AZ MK                          025 13 32.5
 JU0862:SPC DE       -  HAVERFORD AZ MK                          024 38 16.7
 JU0862:UTM  18      -  HAVERFORD AZ MK                          024 54 18.4
 JU0862
 JU0862|---------------------------------------------------------------------|
 JU0862| PID    Reference Object                     Distance      Geod. Az  |
 JU0862|                                                           dddmmss.s |
 JU0862| CB2060 HAVERFORD AZ MK                                    0244122.0 |
 JU0862| JU3276 ESSINGTON WESTINGHOUSE TANK         APPROX. 4.0 KM 1110055.8 |
 JU0862| JU3298 PENNSYLVANIA MILITARY COLLEGE       APPROX. 2.3 KM 2250640.5 |
 JU0862| JU0816 MILITARY                            APPROX. 2.2 KM 2253448.8 |
 JU0862| JU0861 HAVERFORD RM 2                       25.936 METERS 25005     |
 JU0862| JU3272 SWARTHMORE COLLEGE WATER TANK       APPROX. 3.9 KM 3340848.1 |
 JU0862| JU0863 HAVERFORD RM 1                       32.638 METERS 35654     |
 JU0862|---------------------------------------------------------------------|
 JU0862
 JU0862                          SUPERSEDED SURVEY CONTROL
 JU0862
 JU0862  NAD 83(1996)-  39 52 34.42409(N)    075 20 10.95181(W) AD(       ) 2
 JU0862  NAD 83(1991)-  39 52 34.42211(N)    075 20 10.95308(W) AD(       ) 2
 JU0862  NAD 83(1986)-  39 52 34.41780(N)    075 20 10.95785(W) AD(       ) 2
 JU0862  NAD 27      -  39 52 34.01200(N)    075 20 12.27870(W) AD(       ) 2
 JU0862  NGVD 29 (??/??/??)   27.956  (m)           91.72   (f) ADJUSTED    2 0
 JU0862
 JU0862.Superseded values are not recommended for survey control.
 JU0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0862.See file dsdata.txt to determine how the superseded data were derived.
 JU0862
 JU0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7123514074(NAD 83)
 JU0862_MARKER: DS = TRIANGULATION STATION DISK
 JU0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0862_STAMPING: HAVERFORD 1961
 JU0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0862+STABILITY: SURFACE MOTION
 JU0862
 JU0862  HISTORY     - Date     Condition        Report By
 JU0862  HISTORY     - 1961     MONUMENTED       CGS
 JU0862  HISTORY     - 1961     GOOD             CGS
 JU0862  HISTORY     - 19980415 GOOD             USPSQD
 JU0862
 JU0862                          STATION DESCRIPTION
 JU0862
 JU0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC)
 JU0862'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHEAST OF CHESTER, 2.5
 JU0862'MILES WEST-NORTHWEST OF ESSINGTON AND IS ON PROPERTY OF
 JU0862'THE BALTIMORE AND OHIO RAILROAD.
 JU0862'
 JU0862'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 13 AND STATE
 JU0862'HIGHWAY 352 AT EDGEMONT AVENUE AND 9TH STREET IN CHESTER, GO
 JU0862'EAST ON 9TH STREET AND U.S. HIGHWAY 13 FOR 0.42 MILE TO THE
 JU0862'INTERSECTION OF 9TH STREET, MORTON AVENUE AND U.S. HIGHWAY
 JU0862'13. TURN LEFT AND GO NORTH ON U.S. HIGHWAY 13 FOR 1.34 MILES TO THE
 JU0862'INTERSECTION OF SOUTH FAIRVIEW ROAD AND U.S. HIGHWAY 13. TURN
 JU0862'LEFT AND GO NORTHEAST ON SOUTH FAIRVIEW ROAD FOR 0.12 MILE TO THE
 JU0862'INTERSECTION OF HAVERFORD ROAD AND SOUTH FAIRVIEW ROAD.
 JU0862'TURN RIGHT AND GO EAST ON HAVERFORD ROAD FOR 0.43 MILE TO A
 JU0862'T-INTERSECTION. THE INTERSECTION OF CRUM LYNNE ROAD AND HAVERFORD
 JU0862'ROAD. TURN LEFT, NORTH, THENCE NORTHEAST AFTER CROSSING
 JU0862'THE BRIDGE OVER THE RAILROAD TRACK AND GO 0.06 MILE TO THE
 JU0862'INTERSECTION OF GARFIELD AVENUE AND HAVERFORD ROAD AND THE
 JU0862'STATION ON THE RIGHT, SOUTHEAST, SIDE OF THE ROAD. TO REACH THE
 JU0862'AZIMUTH MARK FROM THE STATION, CONTINUE NORTH-NORTHEAST
 JU0862'ON HAVERFORD ROAD FOR 0.16 MILE TO THE INTERSECTION OF FORREST
 JU0862'AVENUE, POWERLINE POLE NO. 417 AND THE AZIMUTH MARK IN THE
 JU0862'NORTH-NORTHEAST ANGLE OF THE INTERSECTION OF FORREST AVENUE AND
 JU0862'HAVERFORD ROAD.
 JU0862'
 JU0862'THE STATION MARK, A STANDARD DISK STAMPED HAVERFORD 1961, SET IN THE
 JU0862'TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 JU0862'WITH THE SURFACE OF THE GROUND. IT IS 210.0 FEET NORTHEAST OF A
 JU0862'Y-INTERSECTION AT THE NORTHEAST END OF THE BRIDGE CROSSING
 JU0862'OVER THE RAILROAD TRACK, 59.0 FEET SOUTHEAST OF THE INTERSECTION OF
 JU0862'GARFIELD AVENUE AND HAVERFORD ROAD, 20.0 FEET NORTHWEST OF
 JU0862'THE NORTH EDGE OF A CUT BANK AND 6.0 FEET NORTH OF A STANDARD METAL
 JU0862'WITNESS POST AND MARKER.
 JU0862'
 JU0862'REFERENCE MARK 1, A STANDARD DISK STAMPED HAVERFORD NO. 1 1961, IS
 JU0862'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT WHICH
 JU0862'IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS 113.8 FEET
 JU0862'NORTH-NORTHWEST OF THE METAL WITNESS POST AND MARKER, 17.0 FEET
 JU0862'NORTHWEST OF THE CENTERLINE OF HAVERFORD ROAD, 3.0 FEET SOUTH OF
 JU0862'POWERLINE POLE NO 60 AND IS ABOUT THE SAME ELEVATION AS THE
 JU0862'STATION.
 JU0862'
 JU0862'REFERENCE MARK 2, A STANDARD DISK STAMPED HAVERFORD NO 2 1961, IS SET
 JU0862'IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT WHICH IS
 JU0862'FLUSH WITH THE SURFACE OF THE GROUND. IT IS 85.4 FEET EAST OF THE
 JU0862'METAL WITNESS POST AND MARKER, 37.6 FEET WEST-SOUTHWEST OF
 JU0862'POWERLINE POLE NO. 170, 26.6 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST
 JU0862'CORNER OF A HOUSE, 14.6 FEET NORTHWEST OF THE CENTERLINE OF
 JU0862'HAVERFORD ROAD AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 JU0862'
 JU0862'THE AZIMUTH MARK, A STANDARD DISK STAMPED HAVERFORD 1961, IS SET IN
 JU0862'THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 JU0862'WITH THE SURFACE OF THE GROUND. IT IS 26.8 FEET NORTH-NORTHEAST OF
 JU0862'THE CENTERLINE OF FORREST AVENUE, 22.3 FEET NORTH OF THE
 JU0862'CENTERLINE OF HAVERFORD ROAD, 21.6 FEET SOUTHEAST OF POWERLINE POLE
 JU0862'NO. 330, 4.6 FEET NORTH OF POWERLINE POLE NO. 417 AND A
 JU0862'STANDARD METAL WITNESS MARKER FASTENED TO THE SOUTH SIDE OF THE
 JU0862'POWERLINE POLE AND 1.6 FEET SOUTH OF THE SOUTHWEST CORNER
 JU0862'OF A HEDGE ROW AND YARD.
 JU0862'
 JU0862'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
 JU0862
 JU0862                          STATION RECOVERY (1961)
 JU0862
 JU0862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JU0862'2.5 MI NE FROM CHESTER.
 JU0862'2.5 MILE NORTHEAST OF THE CITY OF CHESTER, ABOUT 0.45 MILE
 JU0862'NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE STATION
 JU0862'OF EDDYSTONE AND ON THE BANK ON THE NORTHWEST SIDE OF THE TRACK
 JU0862'JUST NORTHEAST OF A OVERPASS, 210 FEET NORTHEAST OF A Y
 JU0862'INTERSECTION AT THE NORTHEAST END OF THE BRIDGE OVER THE TRACKS,
 JU0862'60 FEET SOUTHEAST OF THE JUNCTION OF THE INTERSECTIONS OF GARFIELD
 JU0862'AVE. AND HAVERFORD ROAD, 20 FEET NORTHWEST OF THE NORTH EDGE OF A
 JU0862'BANK EDGE FOR THE RAILROAD CUT, 85 FEET EAST NORTHEAST OF RM 2,
 JU0862'107 FEET SOUTH OF RM 1, SET IN TOP OF A CONCRETE POST FLUSH WITH
 JU0862'THE GROUND.
 JU0862
 JU0862                          STATION RECOVERY (1998)
 JU0862
 JU0862'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU0862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU4506 ***********************************************************************
 JU4506  DESIGNATION -  HAVERFORD
 JU4506  PID         -  JU4506
 JU4506  STATE/COUNTY-  PA/PHILADELPHIA
 JU4506  USGS QUAD   -  PHILADELPHIA (1994)
 JU4506
 JU4506                         *CURRENT SURVEY CONTROL
 JU4506  ___________________________________________________________________
 JU4506* NAD 83(1996)-  39 57 49.20559(N)    075 13 11.84022(W)     ADJUSTED  
 JU4506* NAVD 88     -        32.4    (meters)     106.     (feet)  GPS OBS   
 JU4506  ___________________________________________________________________
 JU4506  X           -   1,248,834.924 (meters)                     COMP
 JU4506  Y           -  -4,733,325.040 (meters)                     COMP
 JU4506  Z           -   4,074,894.105 (meters)                     COMP
 JU4506  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 JU4506  ELLIP HEIGHT-          -0.57  (meters)          (08/10/01) GPS OBS
 JU4506  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JU4506
 JU4506  HORZ ORDER  -  FIRST
 JU4506  ELLP ORDER  -  FOURTH    CLASS II
 JU4506
 JU4506.The horizontal coordinates were established by GPS observations
 JU4506.and adjusted by the National Geodetic Survey in May 1999..
 JU4506
 JU4506.The orthometric height was determined by GPS observations and a
 JU4506.high-resolution geoid model.
 JU4506
 JU4506.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4506
 JU4506.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4506
 JU4506.The ellipsoidal height was determined by GPS observations
 JU4506.and is referenced to NAD 83.
 JU4506
 JU4506.The geoid height was determined by GEOID03.
 JU4506
 JU4506;                    North         East     Units Scale Factor Converg.
 JU4506;SPC PA S     -    73,085.311   816,134.143   MT  0.99999540   +1 38 29.3
 JU4506;SPC PA S     -   239,780.72  2,677,600.10   sFT  0.99999540   +1 38 29.3
 JU4506;SPC NJ       -   125,728.952    88,493.507   MT  0.99994656   -0 27 44.8
 JU4506;SPC NJ       -   412,495.74    290,332.45   sFT  0.99994656   -0 27 44.8
 JU4506;UTM  18      - 4,423,747.919   481,214.700   MT  0.99960434   -0 08 28.6
 JU4506
 JU4506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4506!SPC PA S     -   1.00000009  x   0.99999540  =   0.99999549
 JU4506!SPC NJ       -   1.00000009  x   0.99994656  =   0.99994665
 JU4506!UTM  18      -   1.00000009  x   0.99960434  =   0.99960443
 JU4506
 JU4506                          SUPERSEDED SURVEY CONTROL
 JU4506
 JU4506  NAD 83(1992)-  39 57 49.20505(N)    075 13 11.84041(W) AD(       ) 1
 JU4506  ELLIP H (06/28/94)   -0.62   (m)                       GP(       ) 4 1
 JU4506
 JU4506.Superseded values are not recommended for survey control.
 JU4506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4506.See file dsdata.txt to determine how the superseded data were derived.
 JU4506
 JU4506_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8121523748(NAD 83)
 JU4506_MARKER: DD = SURVEY DISK
 JU4506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4506_SP_SET: CONCRETE POST
 JU4506_STAMPING: HAVERFORD 1993
 JU4506_MARK LOGO: PA6540
 JU4506_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JU4506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4506+STABILITY: SURFACE MOTION
 JU4506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4506+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2006
 JU4506
 JU4506  HISTORY     - Date     Condition        Report By
 JU4506  HISTORY     - 1993     MONUMENTED       PA6540
 JU4506  HISTORY     - 20060519 GOOD             GESOLU
 JU4506
 JU4506                          STATION DESCRIPTION
 JU4506
 JU4506'DESCRIBED BY CITY OF PHILADELPHIA PENNSYLVANIA 1993
 JU4506'THE STATION IS LOCATED IN THE 40TH WARD OF THE CITY OF PHILADELPHIA,IN
 JU4506'A RESIDENTIAL SECTION OF THE CITY, ON A CONCRETE TRAFFIC ISLAND AT
 JU4506'THE JUNCTION OF 50TH STREET, HAVERFORD AVENUE, 49TH STREET, AND
 JU4506'FAIRMOUNT AVENUE. THE STATION IS IN THE CENTER OF THE TRAFFIC ISLAND
 JU4506'IN THE CENTER OF 49TH STREET, 26.6 FT (8.1 M) SOUTH OF THE SOUTH CURB
 JU4506'LINE OF HAVERFORD AVENUE (PROJECTED) AND 43.0 FT (13.1 M) EAST OF THE
 JU4506'WEST CURB LINE OF 50TH STREET. THE MARK IS SET IN A CONCRETE MONUMENT
 JU4506'WITHIN A BOX TOPPED BY A LOCKED METAL COVER SET FLUSH WITH THE
 JU4506'SURFACE, AND MARKED BY A CITY OF PHILADELPHIA HORIZONTAL CONTROL
 JU4506'NETWORK BRASS DISC STAMPED HAVERFORD 1993. SEE THE 7TH DISTRICT
 JU4506'SURVEYOR AND REGULATOR TO OBTAIN ACCESS TO THE THE STATION.
 JU4506'TO REACH THE STATION FROM I-76. TAKE THE CITY LINE AVENUE EXIT OFF OF
 JU4506'I-76 (SCHUYLKILL EXPRESSWAY), CONTINUING SOUTHWEST ALONG CITY LINE
 JU4506'AVENUE (US ROUTE 1) FOR 0.7 MI (1.1 KM) TO BELMONT AVENUE. TURN LEFT
 JU4506'ONTO BELMONT AVENUE, AND GO 3.1 MI (5.0 KM) (NAME CHANGES TO 44TH
 JU4506'STREET SOUTH OF LANCASTER AVENUE) TO HAVERFORD AVENUE. TURN RIGHT
 JU4506'ONTO HAVERFORD AVENUE, AND GO 0.6 MI (1.0 KM) TO 50TH STREET AND THE
 JU4506'STATION.
 JU4506
 JU4506                          STATION RECOVERY (2006)
 JU4506
 JU4506'RECOVERY NOTE BY GEOMATICS SOLUTIONS 2006 (HGM)
 JU4506'ACCESS TO THE MONUMENT IS NO LONGER RESTRICTED BECAUSE THE MONUMENT
 JU4506'CONTAINMENT BOX COVER IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0863 ***********************************************************************
 JU0863  DESIGNATION -  HAVERFORD RM 1
 JU0863  PID         -  JU0863
 JU0863  STATE/COUNTY-  PA/DELAWARE
 JU0863  USGS QUAD   -  LANSDOWNE (1994)
 JU0863
 JU0863                         *CURRENT SURVEY CONTROL
 JU0863  ___________________________________________________________________
 JU0863* NAD 83(1986)-  39 52 34.     (N)    075 20 11.     (W)     SCALED    
 JU0863* NAVD 88     -        27.444  (meters)      90.04   (feet)  ADJUSTED  
 JU0863  ___________________________________________________________________
 JU0863  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU0863  DYNAMIC HT  -          27.431 (meters)      90.00  (feet)  COMP
 JU0863  MODELED GRAV-     980,172.5   (mgal)                       NAVD 88
 JU0863
 JU0863  VERT ORDER  -  SECOND    CLASS 0
 JU0863
 JU0863.The horizontal coordinates were scaled from a topographic map and have
 JU0863.an estimated accuracy of +/- 6 seconds.
 JU0863
 JU0863.The orthometric height was determined by differential leveling
 JU0863.and adjusted by the National Geodetic Survey in June 1991..
 JU0863
 JU0863.The geoid height was determined by GEOID03.
 JU0863
 JU0863.The dynamic height is computed by dividing the NAVD 88
 JU0863.geopotential number by the normal gravity value computed on the
 JU0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0863.degrees latitude (g = 980.6199 gals.).
 JU0863
 JU0863.The modeled gravity was interpolated from observed gravity values.
 JU0863
 JU0863;                    North         East    Units  Estimated Accuracy
 JU0863;SPC PA S     -    63,090.      806,460.      MT  (+/- 180 meters Scaled)
 JU0863
 JU0863                          SUPERSEDED SURVEY CONTROL
 JU0863
 JU0863  NGVD 29 (??/??/??)   27.788  (m)           91.17   (f) ADJUSTED    2 0
 JU0863
 JU0863.Superseded values are not recommended for survey control.
 JU0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0863.See file dsdata.txt to determine how the superseded data were derived.
 JU0863
 JU0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK712140(NAD 83)
 JU0863_MARKER: DR = REFERENCE MARK DISK
 JU0863_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0863_SP_SET: OVERPASS
 JU0863_STAMPING: HAVERFORD NO 1 1961
 JU0863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0863
 JU0863  HISTORY     - Date     Condition        Report By
 JU0863  HISTORY     - 1961     MONUMENTED       CGS
 JU0863  HISTORY     - 19980415 MARK NOT FOUND   USPSQD
 JU0863
 JU0863                          STATION DESCRIPTION
 JU0863
 JU0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0863'2.5 MI NE FROM CHESTER.
 JU0863'2.5 MILE NORTHEAST OF THE CITY OF CHESTER, ABOUT 0.45 MILE
 JU0863'NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE STATION
 JU0863'OF EDDYSTONE, ON THE BANK OF A CUT ON THE NORTH SIDE OF THE
 JU0863'RAILROAD JUST PAST AN OVERPASS, 17 FEET NORTHWEST OF THE
 JU0863'CENTERLINE OF HAVERFORD ROAD, 3 FEET SOUTH OF POWER POLE NO. 60,
 JU0863'107 FEET NORTH OF THE STATION BM, ABOUT LEVEL WITH THE STREET AND
 JU0863'FLUSH WITH THE GROUND.
 JU0863
 JU0863                          STATION RECOVERY (1998)
 JU0863
 JU0863'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU0863'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0861 ***********************************************************************
 JU0861  DESIGNATION -  HAVERFORD RM 2
 JU0861  PID         -  JU0861
 JU0861  STATE/COUNTY-  PA/DELAWARE
 JU0861  USGS QUAD   -  LANSDOWNE (1994)
 JU0861
 JU0861                         *CURRENT SURVEY CONTROL
 JU0861  ___________________________________________________________________
 JU0861* NAD 83(1986)-  39 52 35.     (N)    075 20 11.     (W)     SCALED    
 JU0861* NAVD 88     -        27.741  (meters)      91.01   (feet)  ADJUSTED  
 JU0861  ___________________________________________________________________
 JU0861  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 JU0861  DYNAMIC HT  -          27.729 (meters)      90.97  (feet)  COMP
 JU0861  MODELED GRAV-     980,172.5   (mgal)                       NAVD 88
 JU0861
 JU0861  VERT ORDER  -  SECOND    CLASS 0
 JU0861
 JU0861.The horizontal coordinates were scaled from a topographic map and have
 JU0861.an estimated accuracy of +/- 6 seconds.
 JU0861
 JU0861.The orthometric height was determined by differential leveling
 JU0861.and adjusted by the National Geodetic Survey in June 1991..
 JU0861
 JU0861.The geoid height was determined by GEOID03.
 JU0861
 JU0861.The dynamic height is computed by dividing the NAVD 88
 JU0861.geopotential number by the normal gravity value computed on the
 JU0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0861.degrees latitude (g = 980.6199 gals.).
 JU0861
 JU0861.The modeled gravity was interpolated from observed gravity values.
 JU0861
 JU0861;                    North         East    Units  Estimated Accuracy
 JU0861;SPC PA S     -    63,120.      806,460.      MT  (+/- 180 meters Scaled)
 JU0861
 JU0861                          SUPERSEDED SURVEY CONTROL
 JU0861
 JU0861  NGVD 29 (??/??/??)   28.086  (m)           92.15   (f) ADJUSTED    2 0
 JU0861
 JU0861.Superseded values are not recommended for survey control.
 JU0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0861.See file dsdata.txt to determine how the superseded data were derived.
 JU0861
 JU0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK712140(NAD 83)
 JU0861_MARKER: DR = REFERENCE MARK DISK
 JU0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU0861_STAMPING: HAVERFORD NO 2 1961
 JU0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0861+STABILITY: SURFACE MOTION
 JU0861
 JU0861  HISTORY     - Date     Condition        Report By
 JU0861  HISTORY     - 1961     MONUMENTED       CGS
 JU0861  HISTORY     - 19980415 MARK NOT FOUND   USPSQD
 JU0861
 JU0861                          STATION DESCRIPTION
 JU0861
 JU0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0861'2.5 MI NE FROM CHESTER.
 JU0861'2.5 MILE NORTHEAST OF THE CITY OF CHESTER, ALSO ABOUT 0.45 MILE
 JU0861'NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE STATION
 JU0861'AT EDDYSTONE, ON THE NORTHWEST BANK OF A CUT JUST NORTHEAST OF A
 JU0861'OVERPASS, 38 FEET WEST SOUTHWEST OF POWER POLE NO 170, 27 FEET
 JU0861'SOUTH SOUTHEAST OF THE SOUTHWEST CORNER OF A HOUSE, 15 FEET
 JU0861'NORTHWEST OF THE CENTERLINE OF HAVERFORD ROAD, 85 FEET WEST
 JU0861'SOUTHWEST OF THE STATION BM, SET IN TOP OF A CONCRETE POST FLUSH
 JU0861'WITH THE GROUND.
 JU0861
 JU0861                          STATION RECOVERY (1998)
 JU0861
 JU0861'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU0861'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ5577 ***********************************************************************
 AJ5577  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ5577  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ5577  DESIGNATION -  HAWK RUN 1 CORS ARP
 AJ5577  CORS_ID     -  HRN1
 AJ5577  PID         -  AJ5577
 AJ5577  STATE/COUNTY-  PA/CENTRE
 AJ5577  USGS QUAD   -  PHILIPSBURG (1994)
 AJ5577
 AJ5577                         *CURRENT SURVEY CONTROL
 AJ5577  ___________________________________________________________________
 AJ5577* NAD 83(CORS)-  40 52 40.79988(N)    078 10 51.72583(W)     ADJUSTED  
 AJ5577* NAVD 88     -       621.17   (meters)    2038.0    (feet)  GPS OBS   
 AJ5577  ___________________________________________________________________
 AJ5577  EPOCH DATE  -        2002.00
 AJ5577  X           -     989,263.134 (meters)                     COMP
 AJ5577  Y           -  -4,727,517.713 (meters)                     COMP
 AJ5577  Z           -   4,152,573.689 (meters)                     COMP
 AJ5577  ELLIP HEIGHT-         588.40  (meters)          (03/??/02) GPS OBS
 AJ5577  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 AJ5577
 AJ5577  HORZ ORDER  -  SPECIAL (CORS)
 AJ5577  ELLP ORDER  -  SPECIAL (CORS)
 AJ5577
 AJ5577.ITRF positions are available for this station.
 AJ5577.The coordinates were established by GPS observations
 AJ5577.and adjusted by the National Geodetic Survey in March 2002..
 AJ5577.The coordinates are valid at the epoch date displayed above.
 AJ5577.The epoch date for horizontal control is a decimal equivalence
 AJ5577.of Year/Month/Day.
 AJ5577
 AJ5577.The orthometric height was determined by GPS observations and a
 AJ5577.high-resolution geoid model using precise GPS observation and
 AJ5577.processing techniques.
 AJ5577
 AJ5577.The PID for the CORS L1 Phase Center is AJ5578.
 AJ5577
 AJ5577.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ5577
 AJ5577.The ellipsoidal height was determined by GPS observations
 AJ5577.and is referenced to NAD 83.
 AJ5577
 AJ5577.The geoid height was determined by GEOID03.
 AJ5577
 AJ5577;                    North         East     Units Scale Factor Converg.
 AJ5577;SPC PA N     -    79,086.840   563,668.126   MT  1.00000087   -0 17 06.5
 AJ5577;SPC PA N     -   259,470.74  1,849,301.18   sFT  1.00000087   -0 17 06.5
 AJ5577
 AJ5577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5577!SPC PA N     -   0.99990771  x   1.00000087  =   0.99990858
 AJ5577
 AJ5577                          SUPERSEDED SURVEY CONTROL
 AJ5577
 AJ5577  NAD 83(CORS)-  40 52 40.79987(N)    078 10 51.72582(W) AD(1997.00) c
 AJ5577  ELLIP H (10/??/01)  588.40   (m)                       GP(1997.00) c c
 AJ5577
 AJ5577.Superseded values are not recommended for survey control.
 AJ5577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5577.See file dsdata.txt to determine how the superseded data were derived.
 AJ5577
 AJ5577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF3753029040(NAD 83)
 AJ5577_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ5577
 AJ5577                          STATION DESCRIPTION
 AJ5577
 AJ5577'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ5577'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ5577'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ5577'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ5577'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ5577'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ5578 ***********************************************************************
 AJ5578  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ5578  DESIGNATION -  HAWK RUN 1 CORS L1 PHASE CENTER
 AJ5578  CORS_ID     -  HRN1
 AJ5578  PID         -  AJ5578
 AJ5578  STATE/COUNTY-  PA/CENTRE
 AJ5578  USGS QUAD   -  PHILIPSBURG (1994)
 AJ5578
 AJ5578                         *CURRENT SURVEY CONTROL
 AJ5578  ___________________________________________________________________
 AJ5578* NAD 83(CORS)-  40 52 40.79984(N)    078 10 51.72586(W)     ADJUSTED  
 AJ5578* NAVD 88     -                                                        
 AJ5578  ___________________________________________________________________
 AJ5578  EPOCH DATE  -        2002.00
 AJ5578  X           -     989,263.146 (meters)                     COMP
 AJ5578  Y           -  -4,727,517.773 (meters)                     COMP
 AJ5578  Z           -   4,152,573.740 (meters)                     COMP
 AJ5578  ELLIP HEIGHT-         588.48  (meters)          (03/??/02) GPS OBS
 AJ5578  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 AJ5578
 AJ5578  HORZ ORDER  -  SPECIAL (CORS)
 AJ5578  ELLP ORDER  -  SPECIAL (CORS)
 AJ5578
 AJ5578.ITRF positions are available for this station.
 AJ5578.The coordinates were established by GPS observations
 AJ5578.and adjusted by the National Geodetic Survey in March 2002..
 AJ5578.The coordinates are valid at the epoch date displayed above.
 AJ5578.The epoch date for horizontal control is a decimal equivalence
 AJ5578.of Year/Month/Day.
 AJ5578
 AJ5578
 AJ5578.The PID for the CORS ARP is AJ5577.
 AJ5578
 AJ5578.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ5578
 AJ5578.The ellipsoidal height was determined by GPS observations
 AJ5578.and is referenced to NAD 83.
 AJ5578
 AJ5578.The geoid height was determined by GEOID03.
 AJ5578
 AJ5578;                    North         East     Units Scale Factor Converg.
 AJ5578;SPC PA N     -    79,086.839   563,668.126   MT  1.00000087   -0 17 06.5
 AJ5578;SPC PA N     -   259,470.74  1,849,301.18   sFT  1.00000087   -0 17 06.5
 AJ5578
 AJ5578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5578!SPC PA N     -   0.99990770  x   1.00000087  =   0.99990857
 AJ5578
 AJ5578                          SUPERSEDED SURVEY CONTROL
 AJ5578
 AJ5578  NAD 83(CORS)-  40 52 40.79983(N)    078 10 51.72585(W) AD(1997.00) c
 AJ5578  ELLIP H (10/??/01)  588.48   (m)                       GP(1997.00) c c
 AJ5578
 AJ5578.Superseded values are not recommended for survey control.
 AJ5578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5578.See file dsdata.txt to determine how the superseded data were derived.
 AJ5578
 AJ5578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF3753029040(NAD 83)
 AJ5578_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ5578
 AJ5578                          STATION DESCRIPTION
 AJ5578
 AJ5578'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ5578'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ5578'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ5578'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ5578'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ5578'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ5579 ***********************************************************************
 AJ5579  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ5579  DESIGNATION -  HAWK RUN 2 CORS ARP
 AJ5579  CORS_ID     -  HRN2
 AJ5579  PID         -  AJ5579
 AJ5579  STATE/COUNTY-  PA/CENTRE
 AJ5579  USGS QUAD   -  PHILIPSBURG (1994)
 AJ5579
 AJ5579                         *CURRENT SURVEY CONTROL
 AJ5579  ___________________________________________________________________
 AJ5579* NAD 83(CORS)-  40 52 40.21712(N)    078 10 52.57612(W)     ADJUSTED  
 AJ5579* NAVD 88     -                                                        
 AJ5579  ___________________________________________________________________
 AJ5579  EPOCH DATE  -        2002.00
 AJ5579  X           -     989,246.186 (meters)                     COMP
 AJ5579  Y           -  -4,727,533.929 (meters)                     COMP
 AJ5579  Z           -   4,152,560.645 (meters)                     COMP
 AJ5579  ELLIP HEIGHT-         589.24  (meters)          (03/??/02) GPS OBS
 AJ5579  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 AJ5579
 AJ5579  HORZ ORDER  -  SPECIAL (CORS)
 AJ5579  ELLP ORDER  -  SPECIAL (CORS)
 AJ5579
 AJ5579.ITRF positions are available for this station.
 AJ5579.The coordinates were established by GPS observations
 AJ5579.and adjusted by the National Geodetic Survey in March 2002..
 AJ5579.The coordinates are valid at the epoch date displayed above.
 AJ5579.The epoch date for horizontal control is a decimal equivalence
 AJ5579.of Year/Month/Day.
 AJ5579
 AJ5579
 AJ5579.The PID for the CORS L1 Phase Center is AJ5580.
 AJ5579
 AJ5579.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ5579
 AJ5579.The ellipsoidal height was determined by GPS observations
 AJ5579.and is referenced to NAD 83.
 AJ5579
 AJ5579.The geoid height was determined by GEOID03.
 AJ5579
 AJ5579;                    North         East     Units Scale Factor Converg.
 AJ5579;SPC PA N     -    79,068.963   563,648.128   MT  1.00000089   -0 17 07.1
 AJ5579;SPC PA N     -   259,412.09  1,849,235.57   sFT  1.00000089   -0 17 07.1
 AJ5579
 AJ5579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5579!SPC PA N     -   0.99990758  x   1.00000089  =   0.99990847
 AJ5579
 AJ5579                          SUPERSEDED SURVEY CONTROL
 AJ5579
 AJ5579  NAD 83(CORS)-  40 52 40.21712(N)    078 10 52.57611(W) AD(1997.00) c
 AJ5579  ELLIP H (10/??/01)  589.24   (m)                       GP(1997.00) c c
 AJ5579
 AJ5579.Superseded values are not recommended for survey control.
 AJ5579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5579.See file dsdata.txt to determine how the superseded data were derived.
 AJ5579
 AJ5579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF3751029021(NAD 83)
 AJ5579_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ5579
 AJ5579                          STATION DESCRIPTION
 AJ5579
 AJ5579'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ5579'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ5579'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ5579'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ5579'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ5579'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ5580 ***********************************************************************
 AJ5580  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ5580  DESIGNATION -  HAWK RUN 2 CORS L1 PHASE CENTER
 AJ5580  CORS_ID     -  HRN2
 AJ5580  PID         -  AJ5580
 AJ5580  STATE/COUNTY-  PA/CENTRE
 AJ5580  USGS QUAD   -  PHILIPSBURG (1994)
 AJ5580
 AJ5580                         *CURRENT SURVEY CONTROL
 AJ5580  ___________________________________________________________________
 AJ5580* NAD 83(CORS)-  40 52 40.21708(N)    078 10 52.57615(W)     ADJUSTED  
 AJ5580* NAVD 88     -                                                        
 AJ5580  ___________________________________________________________________
 AJ5580  EPOCH DATE  -        2002.00
 AJ5580  X           -     989,246.199 (meters)                     COMP
 AJ5580  Y           -  -4,727,533.997 (meters)                     COMP
 AJ5580  Z           -   4,152,560.703 (meters)                     COMP
 AJ5580  ELLIP HEIGHT-         589.33  (meters)          (03/??/02) GPS OBS
 AJ5580  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 AJ5580
 AJ5580  HORZ ORDER  -  SPECIAL (CORS)
 AJ5580  ELLP ORDER  -  SPECIAL (CORS)
 AJ5580
 AJ5580.ITRF positions are available for this station.
 AJ5580.The coordinates were established by GPS observations
 AJ5580.and adjusted by the National Geodetic Survey in March 2002..
 AJ5580.The coordinates are valid at the epoch date displayed above.
 AJ5580.The epoch date for horizontal control is a decimal equivalence
 AJ5580.of Year/Month/Day.
 AJ5580
 AJ5580
 AJ5580.The PID for the CORS ARP is AJ5579.
 AJ5580
 AJ5580.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ5580
 AJ5580.The ellipsoidal height was determined by GPS observations
 AJ5580.and is referenced to NAD 83.
 AJ5580
 AJ5580.The geoid height was determined by GEOID03.
 AJ5580
 AJ5580;                    North         East     Units Scale Factor Converg.
 AJ5580;SPC PA N     -    79,068.962   563,648.128   MT  1.00000089   -0 17 07.1
 AJ5580;SPC PA N     -   259,412.09  1,849,235.57   sFT  1.00000089   -0 17 07.1
 AJ5580
 AJ5580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5580!SPC PA N     -   0.99990756  x   1.00000089  =   0.99990845
 AJ5580
 AJ5580                          SUPERSEDED SURVEY CONTROL
 AJ5580
 AJ5580  NAD 83(CORS)-  40 52 40.21708(N)    078 10 52.57614(W) AD(1997.00) c
 AJ5580  ELLIP H (10/??/01)  589.33   (m)                       GP(1997.00) c c
 AJ5580
 AJ5580.Superseded values are not recommended for survey control.
 AJ5580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5580.See file dsdata.txt to determine how the superseded data were derived.
 AJ5580
 AJ5580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF3751029021(NAD 83)
 AJ5580_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ5580
 AJ5580                          STATION DESCRIPTION
 AJ5580
 AJ5580'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ5580'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ5580'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ5580'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ5580'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ5580'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3624 ***********************************************************************
 KV3624  DESIGNATION -  HAWKES
 KV3624  PID         -  KV3624
 KV3624  STATE/COUNTY-  PA/MONROE
 KV3624  USGS QUAD   -  SAYLORSBURG (1983)
 KV3624
 KV3624                         *CURRENT SURVEY CONTROL
 KV3624  ___________________________________________________________________
 KV3624* NAD 83(1992)-  40 58 53.95380(N)    075 17 32.35081(W)     ADJUSTED  
 KV3624* NAVD 88     -       320.8    (meters)    1052.     (feet)  VERTCON   
 KV3624  ___________________________________________________________________
 KV3624  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 KV3624  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 KV3624
 KV3624  HORZ ORDER  -  SECOND
 KV3624
 KV3624.The horizontal coordinates were established by classical geodetic methods
 KV3624.and adjusted by the National Geodetic Survey in June 2002..
 KV3624
 KV3624.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV3624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV3624
 KV3624.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3624
 KV3624.The geoid height was determined by GEOID03.
 KV3624
 KV3624;                    North         East     Units Scale Factor Converg.
 KV3624;SPC PA N     -    93,441.761   806,803.977   MT  0.99998559   +1 37 33.1
 KV3624;SPC PA N     -   306,566.84  2,646,989.38   sFT  0.99998559   +1 37 33.1
 KV3624;SPC PA S     -   185,904.803   806,808.511   MT  1.00000239   +1 35 40.3
 KV3624;SPC PA S     -   609,922.67  2,647,004.26   sFT  1.00000239   +1 35 40.3
 KV3624;UTM  18      - 4,536,761.607   475,408.638   MT  0.99960744   -0 11 30.2
 KV3624
 KV3624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3624!SPC PA N     -   0.99995489  x   0.99998559  =   0.99994048
 KV3624!SPC PA S     -   0.99995489  x   1.00000239  =   0.99995728
 KV3624!UTM  18      -   0.99995489  x   0.99960744  =   0.99956235
 KV3624
 KV3624|---------------------------------------------------------------------|
 KV3624| PID    Reference Object                     Distance      Geod. Az  |
 KV3624|                                                           dddmmss.s |
 KV3624| CB3518 HAWKES RM 1                           9.434 METERS 01749     |
 KV3624| CB3519 HAWKES RM 2                           7.902 METERS 11309     |
 KV3624| CB3517 HAWKES AZ MK                                       1840058.8 |
 KV3624|---------------------------------------------------------------------|
 KV3624
 KV3624                          SUPERSEDED SURVEY CONTROL
 KV3624
 KV3624  NAD 83(1996)-  40 58 53.95376(N)    075 17 32.35348(W) AD(       ) 2
 KV3624  NAD 83(1986)-  40 58 53.95304(N)    075 17 32.35264(W) AD(       ) 2
 KV3624  NAD 27      -  40 58 53.62002(N)    075 17 33.69219(W) AD(       ) 2
 KV3624  NGVD 29 (07/19/86)  321.0    (m)         1053.     (f) VERT ANG       
 KV3624
 KV3624.Superseded values are not recommended for survey control.
 KV3624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3624.See file dsdata.txt to determine how the superseded data were derived.
 KV3624
 KV3624_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL7540936762(NAD 83)
 KV3624_MARKER: DE = TRAVERSE STATION DISK
 KV3624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3624
 KV3624  HISTORY     - Date     Condition        Report By
 KV3624  HISTORY     - 1969     MONUMENTED       CGS
 KV3624
 KV3624                          STATION DESCRIPTION
 KV3624
 KV3624'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 KV3624'THE STATION IS 4 MILES SOUTHWEST OF STROUDSBURG, 2 MILES SOUTH OF
 KV3624'INTERSTATE HIGHWAY 80, 1-1/2 MILES NORTH OF SNYDERSVILLE,
 KV3624'ON A PINE COVERED KNOLL ON THE HAWKES ESTATE.
 KV3624'
 KV3624'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 209 AND
 KV3624'LEGISLATIVE ROUTE 164 IN SNYDERSVILLE, GO NORTHEAST
 KV3624'ON U.S. HIGHWAY 209 FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 KV3624'GO NORTH ON THE PAVED ROAD FOR 0.25 MILE TO A FORK.  KEEP
 KV3624'RIGHT, ON THE MAIN ROAD, AND GO NORTHERLY FOR 1.7 MILES TO A PAVED
 KV3624'CROSSROAD.  TURN LEFT AND GO WEST FOR 0.2 MILE TO A
 KV3624'T-INTERSECTION.  TURN LEFT AND GO SOUTH ON A PAVED ROAD FOR 0.1 MILE
 KV3624'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON THE
 KV3624'GRAVEL ROAD, THROUGH A CHAIN GATE, FOR 0.1 MILE TO A ROAD LEFT.  TURN
 KV3624'LEFT AND GO SOUTH ON THE GRAVEL ROAD FOR 0.3 MILE TO A
 KV3624'CROSSROAD.  TURN RIGHT AND GO UPHILL ON THE GRAVEL ROAD FOR
 KV3624'0.3 MILE TO A TURNAROUND AT A CLEARING AND THE STATION AS DESCRIBED.
 KV3624'
 KV3624'THE STATION IS A STANDARD TRAVERSE DISK STAMPED HAWKES 1969, SET IN
 KV3624'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 KV3624'INCHES ABOVE GROUND.  IT IS 65 FEET EAST OF, AND 10 FEET LOWER THAN
 KV3624'HIGH GROUND, 28 FEET EAST OF THE APPROXIMATE CENTER OF THE
 KV3624'GRAVEL ROAD, 17 FEET EAST-NORTHEAST OF A LARGE EVERGREEN TREE AND 4.4
 KV3624'FEET NORTHEAST OF A METAL WITNESS POST.
 KV3624'
 KV3624'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK STAMPED HAWKES NO
 KV3624'1 1969, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 KV3624'PROJECTS 3 INCHES ABOVE GROUND.  IT IS 34.8 FEET NORTH OF THE WITNESS
 KV3624'POST, 41 FEET NORTHEAST OF THE LARGE EVERGREEN TREE, 33 FEET
 KV3624'EAST OF THE APPROXIMATE CENTER OF THE GRAVEL ROAD AND 1 FOOT LOWER
 KV3624'THAN THE STATION.
 KV3624'
 KV3624'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK STAMPED HAWKES NO
 KV3624'2 1969, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 KV3624'FLUSH WITH THE GROUND.  IT IS 55 FEET EAST OF THE APPROXIMATE CENTER
 KV3624'OF THE ROAD, 28.0 FEET EAST-SOUTHEAST OF THE WITNESS
 KV3624'POST, 25 FEET WEST OF A TWIN-TRUNK PINE TREE, AND 3 FEET LOWER THAN
 KV3624'THE STATION.
 KV3624'
 KV3624'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK STAMPED HAWKES 1969,
 KV3624'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 KV3624'WITH THE GROUND.  IT IS 95.5 FEET EAST OF THE CENTERLINE OF
 KV3624'LEGISLATIVE ROUTE 164, 32.0 FEET NORTH OF THE CENTERLINE
 KV3624'OF A PAVED ROAD, 3.5 FEET EAST OF POWERLINE POLE MEHL-1795, AND 1.9
 KV3624'FEET WEST OF A METAL WITNESS POST.
 KV3624'
 KV3624'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 209 AND
 KV3624'LEGISLATIVE ROUTE 164 IN SNYDERSVILLE, GO SOUTHEAST ON
 KV3624'LEGISLATIVE ROUTE 164 FOR 0.7 MILE TO A SIDE ROAD AND THE AZIMUTH
 KV3624'MARK.
 KV3624'
 KV3624'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5653 ***********************************************************************
 KV5653  DESIGNATION -  HAWKES
 KV5653  PID         -  KV5653
 KV5653  STATE/COUNTY-  PA/BUCKS
 KV5653  USGS QUAD   -  BRISTOL (1981)
 KV5653
 KV5653                         *CURRENT SURVEY CONTROL
 KV5653  ___________________________________________________________________
 KV5653* NAD 83(1992)-  40 07 12.47730(N)    074 49 52.64265(W)     ADJUSTED  
 KV5653* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 KV5653  ___________________________________________________________________
 KV5653  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 KV5653  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KV5653
 KV5653  HORZ ORDER  -  SECOND
 KV5653
 KV5653.The horizontal coordinates were established by classical geodetic methods
 KV5653.and adjusted by the National Geodetic Survey in June 2002..
 KV5653
 KV5653.The orthometric height was scaled from a topographic map.
 KV5653
 KV5653.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5653
 KV5653.The geoid height was determined by GEOID03.
 KV5653
 KV5653;                    North         East     Units Scale Factor Converg.
 KV5653;SPC PA S     -    91,472.920   848,751.363   MT  0.99997605   +1 53 37.1
 KV5653;SPC PA S     -   300,107.41  2,784,611.76   sFT  0.99997605   +1 53 37.1
 KV5653;SPC NJ       -   142,904.696   121,762.337   MT  0.99990981   -0 12 48.5
 KV5653;SPC NJ       -   468,846.49    399,481.93   sFT  0.99990981   -0 12 48.5
 KV5653;UTM  18      - 4,441,104.538   514,375.802   MT  0.99960254   +0 06 31.4
 KV5653
 KV5653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5653!SPC PA S     -   1.00000286  x   0.99997605  =   0.99997891
 KV5653!SPC NJ       -   1.00000286  x   0.99990981  =   0.99991267
 KV5653!UTM  18      -   1.00000286  x   0.99960254  =   0.99960540
 KV5653
 KV5653|---------------------------------------------------------------------|
 KV5653| PID    Reference Object                     Distance      Geod. Az  |
 KV5653|                                                           dddmmss.s |
 KV5653| KV5660 RIVERVIEW 2                         397.397 METERS 02147     |
 KV5653| KV5654 STATION 59 B USE 1935                79.197 METERS 02322     |
 KV5653| CB6416 STA 59B                                            03057     |
 KV5653| CB6004 HAWKES RM 2                          21.472 METERS 18106     |
 KV5653| KV5651 LANDRETH 2                          489.608 METERS 2013148.0 |
 KV5653|---------------------------------------------------------------------|
 KV5653
 KV5653                          SUPERSEDED SURVEY CONTROL
 KV5653
 KV5653  NAD 83(1996)-  40 07 12.47730(N)    074 49 52.64265(W) AD(       ) 2
 KV5653  NAD 83(1986)-  40 07 12.47616(N)    074 49 52.64303(W) AD(       ) 2
 KV5653  NAD 27      -  40 07 12.07800(N)    074 49 54.05300(W) AD(       ) 2
 KV5653
 KV5653.Superseded values are not recommended for survey control.
 KV5653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5653.See file dsdata.txt to determine how the superseded data were derived.
 KV5653
 KV5653_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK1437641105(NAD 83)
 KV5653_MARKER: DS = TRIANGULATION STATION DISK
 KV5653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5653
 KV5653  HISTORY     - Date     Condition        Report By
 KV5653  HISTORY     - 1935     MONUMENTED       CGS
 KV5653  HISTORY     - 1947     GOOD             CGS
 KV5653
 KV5653                          STATION DESCRIPTION
 KV5653
 KV5653'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV5653'STATION IS NE OF BRISTOL, NEAR S BOUNDARY OF EDGELY, ABOUT 75 METERS
 KV5653'S OF BRISTOL PIKE AND LANDRETH STREET INTERSECTION, SE CORNER OF THE
 KV5653'HAWKES PROPERTY, 0.61 METER W OF E EDGE CONCRETE RIVER WALL, 21.43
 KV5653'METERS N OF N SIDE BOAT HOUSE OF PROPERTY OF T.B. MEGARGEE, 21.18
 KV5653'METERS S OF 90 BEND IN RIVER WALL, 3.7 METERS S OF CROTCH BETWEEN
 KV5653'TWIN TREES.
 KV5653'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 KV5653'CONCRETE AS DESCRIBED IN NOTES 1A AND 7A.
 KV5653'
 KV5653'REFERENCE MARK NO. 2 IS A STANDARD TABLET IN TOP OF CONCRETE FOOTING
 KV5653'OF PIER S OF STATION.  STATION 59B USE REFERENCE MARK IS A USE
 KV5653'BRONZE TABLET IN TOP OF RIVER WALL AT SE CORNER OF PIER N OF STATION.
 KV5653'
 KV5653'MAIN SCHEME STATION.
 KV5653'
 KV5653'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 KV5653
 KV5653                          STATION RECOVERY (1947)
 KV5653
 KV5653'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 KV5653'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 KV5653'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1532 ***********************************************************************
 KV1532  DESIGNATION -  HAWKS LAFCOL
 KV1532  PID         -  KV1532
 KV1532  STATE/COUNTY-  PA/NORTHAMPTON
 KV1532  USGS QUAD   -  EASTON (1994)
 KV1532
 KV1532                         *CURRENT SURVEY CONTROL
 KV1532  ___________________________________________________________________
 KV1532* NAD 83(1986)-  40 41 47.     (N)    075 12 28.     (W)     SCALED    
 KV1532* NAVD 88     -        86.700  (meters)     284.45   (feet)  ADJUSTED  
 KV1532  ___________________________________________________________________
 KV1532  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KV1532  DYNAMIC HT  -          86.660 (meters)     284.32  (feet)  COMP
 KV1532  MODELED GRAV-     980,159.8   (mgal)                       NAVD 88
 KV1532
 KV1532  VERT ORDER  -  SECOND    CLASS 0
 KV1532
 KV1532.The horizontal coordinates were scaled from a topographic map and have
 KV1532.an estimated accuracy of +/- 6 seconds.
 KV1532
 KV1532.The orthometric height was determined by differential leveling
 KV1532.and adjusted by the National Geodetic Survey in June 1991..
 KV1532
 KV1532.The geoid height was determined by GEOID03.
 KV1532
 KV1532.The dynamic height is computed by dividing the NAVD 88
 KV1532.geopotential number by the normal gravity value computed on the
 KV1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1532.degrees latitude (g = 980.6199 gals.).
 KV1532
 KV1532.The modeled gravity was interpolated from observed gravity values.
 KV1532
 KV1532;                    North         East    Units  Estimated Accuracy
 KV1532;SPC PA S     -   154,440.      814,830.      MT  (+/- 180 meters Scaled)
 KV1532
 KV1532                          SUPERSEDED SURVEY CONTROL
 KV1532
 KV1532  NGVD 29 (??/??/??)   86.933  (m)          285.21   (f) ADJUSTED    2 0
 KV1532
 KV1532.Superseded values are not recommended for survey control.
 KV1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1532.See file dsdata.txt to determine how the superseded data were derived.
 KV1532
 KV1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL824050(NAD 83)
 KV1532_MARKER: DS = TRIANGULATION STATION DISK
 KV1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1532+STABILITY: SURFACE MOTION
 KV1532
 KV1532  HISTORY     - Date     Condition        Report By
 KV1532  HISTORY     - 1935     MONUMENTED       LAFCO
 KV1532  HISTORY     - 1935     GOOD             CGS
 KV1532  HISTORY     - 20020105 MARK NOT FOUND   USPSQD
 KV1532
 KV1532                          STATION DESCRIPTION
 KV1532
 KV1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1532'AT EASTON.
 KV1532'AT EASTON, NORTHAMPTON COUNTY, ON THE LAFEYETTE COLLEGE CAMPUS,
 KV1532'ON THE NORTHWESTERN SIDE OF THE FORMER HAWKS FIELD, (NOW THE
 KV1532'PROPERTY OF LAFEYETTE COLLEGE), ABOUT 125 FEET NORTHWEST OF THE
 KV1532'NORTHWEST EDGE OF SULLIVANS LANE, 15.5 FEET SOUTHEAST OF THE
 KV1532'EMBANKMENT, 61.4 FEET SOUTH OF AN 18-INCH CHERRY TREE, AND 24.8
 KV1532'FEET SOUTHWEST OF A 20-INCH CHERRY TREE.  A LAFEYETTE COLLEGE
 KV1532'STANDARD TRIANGULATION-STATION DISK SET IN THE TOP OF A CONCRETE
 KV1532'POST ABOUT FLUSH WITH THE GROUND.
 KV1532
 KV1532                          STATION RECOVERY (2002)
 KV1532
 KV1532'RECOVERY NOTE BY US POWER SQUADRON 2002 (MAM)
 KV1532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2915 ***********************************************************************
 KW2915  DESIGNATION -  HAWS
 KW2915  PID         -  KW2915
 KW2915  STATE/COUNTY-  PA/MIFFLIN
 KW2915  USGS QUAD   -  LEWISTOWN (1983)
 KW2915
 KW2915                         *CURRENT SURVEY CONTROL
 KW2915  ___________________________________________________________________
 KW2915* NAD 83(1992)-  40 35 29.33118(N)    077 30 29.50655(W)     ADJUSTED  
 KW2915* NAVD 88     -       155.0    (meters)     509.     (feet)  VERTCON   
 KW2915  ___________________________________________________________________
 KW2915  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 KW2915  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 KW2915
 KW2915  HORZ ORDER  -  SECOND
 KW2915
 KW2915.The horizontal coordinates were established by classical geodetic methods
 KW2915.and adjusted by the National Geodetic Survey in June 2002..
 KW2915
 KW2915.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2915
 KW2915.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2915
 KW2915.The geoid height was determined by GEOID03.
 KW2915
 KW2915;                    North         East     Units Scale Factor Converg.
 KW2915;SPC PA S     -   139,727.233   620,468.500   MT  0.99996251   +0 09 24.8
 KW2915;SPC PA S     -   458,421.76  2,035,653.74   sFT  0.99996251   +0 09 24.8
 KW2915;UTM  18      - 4,496,433.048   287,749.297   MT  1.00015455   -1 37 57.3
 KW2915
 KW2915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2915!SPC PA S     -   0.99998097  x   0.99996251  =   0.99994348
 KW2915!UTM  18      -   0.99998097  x   1.00015455  =   1.00013552
 KW2915
 KW2915:                Primary Azimuth Mark                     Grid Az
 KW2915:SPC PA S     -  HAWS AZ MK                               061 15 28.9
 KW2915:UTM  18      -  HAWS AZ MK                               063 02 51.0
 KW2915
 KW2915|---------------------------------------------------------------------|
 KW2915| PID    Reference Object                     Distance      Geod. Az  |
 KW2915|                                                           dddmmss.s |
 KW2915| CJ9948 HAWS AZ MK                                         0612453.7 |
 KW2915| CJ9949 HAWS RM 1                             9.463 METERS 06127     |
 KW2915| CJ9950 HAWS RM 2                             8.595 METERS 33120     |
 KW2915|---------------------------------------------------------------------|
 KW2915
 KW2915                          SUPERSEDED SURVEY CONTROL
 KW2915
 KW2915  NAD 83(1986)-  40 35 29.32957(N)    077 30 29.50947(W) AD(       ) 2
 KW2915  NAD 27      -  40 35 29.06593(N)    077 30 30.54213(W) AD(       ) 2
 KW2915  NGVD 29 (07/19/86)  155.2    (m)          509.     (f) VERT ANG       
 KW2915
 KW2915.Superseded values are not recommended for survey control.
 KW2915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2915.See file dsdata.txt to determine how the superseded data were derived.
 KW2915
 KW2915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK8774996433(NAD 83)
 KW2915_MARKER: DE = TRAVERSE STATION DISK
 KW2915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2915_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KW2915
 KW2915  HISTORY     - Date     Condition        Report By
 KW2915  HISTORY     - 1966     MONUMENTED       CGS
 KW2915  HISTORY     - 1970     GOOD             PADH
 KW2915
 KW2915                          STATION DESCRIPTION
 KW2915
 KW2915'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW2915'THE STATION IS LOCATED ABOUT 6.5 MILES WEST-NORTHWEST OF MIFFLINTOWN,
 KW2915'4 MILES EAST-SOUTHEAST OF LEWISTOWN, 0.3 MILE SOUTH OF U.S.
 KW2915'HIGHWAY 22 AND 322, IN THE SMALL SETTLEMENT OF HAWSTONE ON THE NORTH
 KW2915'SIDE OF THE HAWS REFRACTORIES CO., HAWSTONE PLANT SILCA BRICK
 KW2915'PLANT.
 KW2915'
 KW2915'TO REACH THE STATION FROM THE POST OFFICE IN MIFFLINTOWN GO WEST ON
 KW2915'STATE HIGHWAY 35 FOR 0.75 MILE CROSSING THE JUNIATA RIVER TO
 KW2915'JUNCTION OF STATE HIGHWAY 333, TURN RIGHT, NORTHWEST, ON STATE
 KW2915'HIGHWAY 333 FOR 4.75 MILES TO SUMMIT AND STATION MACE ON
 KW2915'THE RIGHT, CONTINUE AHEAD WESTERLY ON STATE HIGHWAY 333 FOR 3.4 MILES
 KW2915'TO AZIMUTH MARK ON THE RIGHT, CONTINUE AHEAD, WEST, FOR
 KW2915'0.25 MILE TO STATION ON THE LEFT.
 KW2915'
 KW2915'THE STATION MARK IS 183 FEET WEST OF THE NORTHEAST CORNER OF THE
 KW2915'PLANT, 25.8 FEET SOUTH OF A GUARD RAIL CABLE ON THE NORTH
 KW2915'RIGHT-OF-WAY OF STATE HIGHWAY 333, 12.6 FEET SOUTH OF THE CENTERLINE
 KW2915'OF STATE HIGHWAY 333, 54.0 FEET SOUTHEAST OF POWER LINE
 KW2915'POLE NO. 5, 2.2 FEET NORTH OF THE NORTH SIDE OF THE PLANT AND ABOUT
 KW2915'THE SAME ELEVATION AS THE HIGHWAY.  IT IS A STANDARD
 KW2915'TRAVERSE DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST FLUSH
 KW2915'WITH THE GROUND AND STAMPED HAWS 1966.
 KW2915'
 KW2915'REFERENCE MARK NO. 1 IS 12.8 FEET SOUTH OF THE CENTERLINE OF STATE
 KW2915'HIGHWAY 333, 2.3 FEET NORTH OF THE PLANT AND ABOUT THE
 KW2915'SAME ELEVATION AS THE STATION.  IT IS A STANDARD DISK SET IN THE TOP
 KW2915'OF A 12 INCH ROUND CONCRETE POST FLUSH WITH THE GROUND AND IS
 KW2915'STAMPED HAWS NO 1 1966.
 KW2915'
 KW2915'REFERENCE MARK NO. 2 IS 45.5 FEET EAST OF THE POWER LINE POLE, 30.9
 KW2915'FEET NORTH OF THE NORTH SIDE OF THE PLANT, 15.5 FEET NORTH OF
 KW2915'THE CENTERLINE OF THE HIGHWAY, 2.5 FEET NORTH OF THE GUARD RAIL CABLE
 KW2915'AND ABOUT THE SAME ELEVATION AS THE STATION.  IT IS A STANDARD DISK
 KW2915'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST FLUSH WITH THE GROUND
 KW2915'AND IS STAMPED HAWS NO 2 1966.
 KW2915'
 KW2915'AZIMUTH MARK IS 17.0 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 KW2915'333, 3.5 FEET WEST OF A METAL WITNESS POST, 3.0 FEET NORTH OF A
 KW2915'POWER LINE POLE WHICH IS A CORNER OF THE LINE AND IS GUYED TWO WAYS
 KW2915'AND ABOUT THE SAME ELEVATION AS THE HIGHWAY.  IT IS A STANDARD
 KW2915'DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT PROJECTS 4
 KW2915'INCHES AND IS STAMPED HAWS 1966.
 KW2915
 KW2915                          STATION RECOVERY (1970)
 KW2915
 KW2915'RECOVERY NOTE BY PA DEPT OF HIGHWAYS 1970 (RD)
 KW2915'HAWS 1966 GOOD
 KW2915'HAWS 1966
 KW2915'(AZIMUTH MARK) GOOD
 KW2915'HAWS RM 2
 KW2915'GOOD
 KW2915'
 KW2915'HAWS RM NO. 1 WAS COVERED WITH 6 FEET OF SNOW, DID NOT RECOVER BUT
 KW2915'PRESUME STATION RM NO. 1 IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1291 ***********************************************************************
 LY1291  DESIGNATION -  HAY
 LY1291  PID         -  LY1291
 LY1291  STATE/COUNTY-  PA/MONROE
 LY1291  USGS QUAD   -  MOUNT POCONO (1992)
 LY1291
 LY1291                         *CURRENT SURVEY CONTROL
 LY1291  ___________________________________________________________________
 LY1291* NAD 83(1992)-  41 03 26.14037(N)    075 19 57.73774(W)     ADJUSTED  
 LY1291* NAVD 88     -       384.085  (meters)    1260.12   (feet)  ADJUSTED  
 LY1291  ___________________________________________________________________
 LY1291  LAPLACE CORR-          -4.56  (seconds)                    DEFLEC99
 LY1291  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 LY1291  DYNAMIC HT  -         383.901 (meters)    1259.52  (feet)  COMP
 LY1291  MODELED GRAV-     980,134.3   (mgal)                       NAVD 88
 LY1291
 LY1291  HORZ ORDER  -  SECOND
 LY1291  VERT ORDER  -  SECOND    CLASS 0
 LY1291
 LY1291.The horizontal coordinates were established by classical geodetic methods
 LY1291.and adjusted by the National Geodetic Survey in June 2002..
 LY1291
 LY1291.The orthometric height was determined by differential leveling
 LY1291.and adjusted by the National Geodetic Survey in June 1991..
 LY1291
 LY1291.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY1291
 LY1291.The geoid height was determined by GEOID03.
 LY1291
 LY1291.The dynamic height is computed by dividing the NAVD 88
 LY1291.geopotential number by the normal gravity value computed on the
 LY1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1291.degrees latitude (g = 980.6199 gals.).
 LY1291
 LY1291.The modeled gravity was interpolated from observed gravity values.
 LY1291
 LY1291;                    North         East     Units Scale Factor Converg.
 LY1291;SPC PA N     -   101,739.215   803,172.295   MT  0.99997648   +1 35 56.9
 LY1291;SPC PA N     -   333,789.41  2,635,074.44   sFT  0.99997648   +1 35 56.9
 LY1291;UTM  18      - 4,545,166.945   472,043.214   MT  0.99960962   -0 13 06.7
 LY1291
 LY1291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY1291!SPC PA N     -   0.99994491  x   0.99997648  =   0.99992139
 LY1291!UTM  18      -   0.99994491  x   0.99960962  =   0.99955455
 LY1291
 LY1291:                Primary Azimuth Mark                     Grid Az
 LY1291:SPC PA N     -  HAY AZ MK                                159 46 58.8
 LY1291:UTM  18      -  HAY AZ MK                                161 36 02.4
 LY1291
 LY1291|---------------------------------------------------------------------|
 LY1291| PID    Reference Object                     Distance      Geod. Az  |
 LY1291|                                                           dddmmss.s |
 LY1291| LY1288 HAY AZ MK                                          1612255.7 |
 LY1291| LY1289 HAY RM 1                             35.637 METERS 21014     |
 LY1291| LY1290 HAY RM 2                              8.440 METERS 31320     |
 LY1291|---------------------------------------------------------------------|
 LY1291
 LY1291                          SUPERSEDED SURVEY CONTROL
 LY1291
 LY1291  NAD 83(1996)-  41 03 26.14040(N)    075 19 57.74025(W) AD(       ) 2
 LY1291  NAD 83(1986)-  41 03 26.14062(N)    075 19 57.73936(W) AD(       ) 2
 LY1291  NAD 27      -  41 03 25.80960(N)    075 19 59.07490(W) AD(       ) 2
 LY1291  NGVD 29 (??/??/92)  384.266  (m)         1260.71   (f) ADJ UNCH    2 0
 LY1291
 LY1291.Superseded values are not recommended for survey control.
 LY1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1291.See file dsdata.txt to determine how the superseded data were derived.
 LY1291
 LY1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL7204345167(NAD 83)
 LY1291_MARKER: DS = TRIANGULATION STATION DISK
 LY1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1291_STAMPING: HAY 1958
 LY1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1291+STABILITY: SURFACE MOTION
 LY1291
 LY1291  HISTORY     - Date     Condition        Report By
 LY1291  HISTORY     - 1958     MONUMENTED       CGS
 LY1291  HISTORY     - 1958     GOOD             CGS
 LY1291  HISTORY     - 20030505 POOR             PADT
 LY1291  HISTORY     - 20030507 POOR             PADT
 LY1291
 LY1291                          STATION DESCRIPTION
 LY1291
 LY1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JMR)
 LY1291'STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF THE TOWN OF
 LY1291'TANNERSVILLE, ABOUT 8-1/2 MILES NORTHWEST OF THE TOWN OF
 LY1291'STROUDSBURG, ABOUT 3-1/2 MILES SOUTH-SOUTHEAST OF THE POCONO MANOR
 LY1291'RESORT, ON THE PROPERTY OF MR. WILBUR E. HAY WHO LIVES 0.2 MILE
 LY1291'SOUTH OF STATION, ON A NORTH-SOUTH ROCK FENCE LINE.
 LY1291'
 LY1291'REACHED FROM THE POST OFFICE, IN NORTH EDGE OF TANNERSVILLE, GO NORTH
 LY1291'ON U.S. HIGHWAY 611 FOR 0.45 MILE TO A T-ROAD LEFT AND SIGN BIG
 LY1291'POCONO 6, TURN LEFT, WEST, FOR 0.1 MILE TO A T-ROAD RIGHT AND SIGN
 LY1291'STATE GAME LANDS 2, TURN RIGHT, NORTHWEST, ON ROUTE 45024 FOR 1.1
 LY1291'MILES TO Y-FORK AND SIGN STATE GAME LANDS, CONTINUE NORTHWEST 0.2
 LY1291'MILE TO AZIMUTH MARK ON THE LEFT, CONTINUE NORTHWEST 0.1 MILE TO OPEN
 LY1291'FIELD AND POWER LINE POLE NO. B-32855 ON RIGHT, TURN RIGHT, ON EAST
 LY1291'SIDE OF POWER POLE, AND DRIVE NORTH ALONG EDGE OF FIELD 0.1 MILE TO
 LY1291'NORTHWEST CORNER OF FIELD AND NARROW NORTH-SOUTH LANE, CONTINUE
 LY1291'NORTH, THRU LANE 0.1 MILE TO SOUTHWEST CORNER OF ANOTHER OPEN FIELD,
 LY1291'CONTINUE NORTH, ON WEST EDGE OF FIELD 0.1 MILE TO STATION ON THE
 LY1291'LEFT IN A NORTH-SOUTH ROCK FENCE LINE.
 LY1291'
 LY1291'STATION MARKS ARE STANDARD DISKS, STAMPED HAY 1958.  SURFACE DISK IS
 LY1291'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST FLUSH WITH THE
 LY1291'GROUND.  IT IS ABOUT 2 FEET LOWER THAN THE CREST OF THE HILL, 65 FEET
 LY1291'SOUTH OF THE CREST OF THE HILL, IN A NORTH-SOUTH ROCK FENCE LINE.
 LY1291'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 48
 LY1291'INCHES BELOW THE GROUND SURFACE.
 LY1291'
 LY1291'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HAY NO 1 1958, SET IN
 LY1291'OUTCROPPING BED ROCK, CEMENTED IN A DRILL HOLE FLUSH WITH THE ROCK.
 LY1291'IT IS 90 FEET SOUTH OF THE CREST OF THE HILL, ABOUT 5 FEET LOWER THAN
 LY1291'THE CREST OF THE HILL, 100 FEET EAST OF A STONE FENCE AT EDGE OF
 LY1291'THE WOODS, 160 FEET NORTH OF AN EAST-WEST ROCK FENCE BETWEEN FIELDS.
 LY1291'
 LY1291'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HAY NO 2 1958, SET IN A
 LY1291'2 X 4 FOOT BOULDER 1 FOOT HIGH, CEMENTED IN A DRILL HOLE FLUSH WITH
 LY1291'THE BOULDER.  IT IS 40 FEET SOUTH OF THE CREST OF THE HILL, ABOUT 1
 LY1291'FOOT LOWER THAN THE CREST OF THE HILL, IN A NORTH-SOUTH ROCK
 LY1291'FENCE LINE.
 LY1291'
 LY1291'AZIMUTH MARK IS A STANDARD DISK, STAMPED HAY 1958, SET IN THE TOP OF
 LY1291'A 10-INCH, SQUARE, CONCRETE POST FLUSH WITH THE GROUND.  IT IS IN
 LY1291'THE NORTHEAST CORNER OF A CULTIVATED FIELD, 15 FEET SOUTH OF THE
 LY1291'CENTER OF STATE ROUTE 45024, 3 FEET EAST OF A STANDARD METAL
 LY1291'WITNESS POST, 4 FEET NORTH OF A POWER LINE POLE NO. B-32854, 100 FEET
 LY1291'NORTHWEST OF THE NORTHWEST CORNER OF MR. R.M. DEHAVENS
 LY1291'STUCCO HOUSE, 170 FEET WEST OF THE CENTER OF MR. DEHAVENS PRIVATE
 LY1291'DRIVEWAY.
 LY1291
 LY1291                          STATION RECOVERY (1958)
 LY1291
 LY1291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LY1291'1.4 MI NW FROM TANNERSVILLE.
 LY1291'1.35 MILE NORTH WEST ALONG COUNTY ROAD 45024 FROM THE SCHOOL
 LY1291'HOUSE AT TANNERSVILLE THEN ABOUT 0.25 MILE NORTH ALONG A FIELD
 LY1291'ROAD TO THE CREST OF A HILL IN THE ROCK FENCE LINE BETWEEN TWO
 LY1291'FIELDS, 28 FEET SOUTH EAST OF RM NO 2, 117 FEET NORTH EAST OF
 LY1291'RM NO 1 AND ABOUT LEVEL WITH THE FIELD.
 LY1291
 LY1291                          STATION RECOVERY (2003)
 LY1291
 LY1291'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (PJN)
 LY1291'DISK REMOVED
 LY1291
 LY1291                          STATION RECOVERY (2003)
 LY1291
 LY1291'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 LY1291'CONCRETE BASE RECOVERED, DISK HAS BEEN REMOVED, REF MARK 1 HAS BEEN
 LY1291'REMOVED, REF MARK 2 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1288 ***********************************************************************
 LY1288  DESIGNATION -  HAY AZ MK
 LY1288  PID         -  LY1288
 LY1288  STATE/COUNTY-  PA/MONROE
 LY1288  USGS QUAD   -  MOUNT POCONO (1992)
 LY1288
 LY1288                         *CURRENT SURVEY CONTROL
 LY1288  ___________________________________________________________________
 LY1288* NAD 83(1986)-  41 03 13.     (N)    075 19 53.     (W)     SCALED    
 LY1288* NAVD 88     -       342.555  (meters)    1123.87   (feet)  ADJUSTED  
 LY1288  ___________________________________________________________________
 LY1288  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 LY1288  DYNAMIC HT  -         342.391 (meters)    1123.33  (feet)  COMP
 LY1288  MODELED GRAV-     980,134.6   (mgal)                       NAVD 88
 LY1288
 LY1288  VERT ORDER  -  SECOND    CLASS 0
 LY1288
 LY1288.The horizontal coordinates were scaled from a topographic map and have
 LY1288.an estimated accuracy of +/- 6 seconds.
 LY1288
 LY1288.The orthometric height was determined by differential leveling
 LY1288.and adjusted by the National Geodetic Survey in June 1991..
 LY1288
 LY1288.The geoid height was determined by GEOID03.
 LY1288
 LY1288.The dynamic height is computed by dividing the NAVD 88
 LY1288.geopotential number by the normal gravity value computed on the
 LY1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1288.degrees latitude (g = 980.6199 gals.).
 LY1288
 LY1288.The modeled gravity was interpolated from observed gravity values.
 LY1288
 LY1288;                    North         East    Units  Estimated Accuracy
 LY1288;SPC PA N     -   101,340.      803,290.      MT  (+/- 180 meters Scaled)
 LY1288
 LY1288                          SUPERSEDED SURVEY CONTROL
 LY1288
 LY1288  NGVD 29 (??/??/92)  342.734  (m)         1124.45   (f) ADJ UNCH    2 0
 LY1288
 LY1288.Superseded values are not recommended for survey control.
 LY1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1288.See file dsdata.txt to determine how the superseded data were derived.
 LY1288
 LY1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL721447(NAD 83)
 LY1288_MARKER: DZ = AZIMUTH MARK DISK
 LY1288_SETTING: 0 = UNSPECIFIED SETTING
 LY1288_STAMPING: HAY 1958
 LY1288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1288
 LY1288  HISTORY     - Date     Condition        Report By
 LY1288  HISTORY     - 1958     MONUMENTED       CGS
 LY1288  HISTORY     - 20030505 MARK NOT FOUND   PADT
 LY1288
 LY1288                          STATION DESCRIPTION
 LY1288
 LY1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LY1288'1.3 MI NW FROM TANNERSVILLE.
 LY1288'1.30 MILE NORTH WEST ALONG COUNTY ROAD 45024 FROM THE SCHOOL
 LY1288'HOUSE AT TANNERSVILLE, AND 0.15 MILE NORTH WEST OF A BLACK TOP
 LY1288'ROAD TO A STATE PARK, 103 FEET NORTH WEST OF THE NORTH CORNER
 LY1288'OF A HOUSE, 7 FEET NORTH OF A POWER POLE WITH TRANSFORMER, 16
 LY1288'FEET SOUTH WEST OF THE CENTERLINE OF THE COUNTY ROAD, 2 FEET
 LY1288'SOUTH EAST OF WITNESS POST AND 2 FEET ABOVE THE ROAD.
 LY1288
 LY1288                          STATION RECOVERY (2003)
 LY1288
 LY1288'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (PJN)
 LY1288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1289 ***********************************************************************
 LY1289  DESIGNATION -  HAY RM 1
 LY1289  PID         -  LY1289
 LY1289  STATE/COUNTY-  PA/MONROE
 LY1289  USGS QUAD   -  MOUNT POCONO (1992)
 LY1289
 LY1289                         *CURRENT SURVEY CONTROL
 LY1289  ___________________________________________________________________
 LY1289* NAD 83(1986)-  41 03 25.     (N)    075 19 58.     (W)     SCALED    
 LY1289* NAVD 88     -       381.782  (meters)    1252.56   (feet)  ADJUSTED  
 LY1289  ___________________________________________________________________
 LY1289  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 LY1289  DYNAMIC HT  -         381.599 (meters)    1251.96  (feet)  COMP
 LY1289  MODELED GRAV-     980,134.3   (mgal)                       NAVD 88
 LY1289
 LY1289  VERT ORDER  -  SECOND    CLASS 0
 LY1289
 LY1289.The horizontal coordinates were scaled from a topographic map and have
 LY1289.an estimated accuracy of +/- 6 seconds.
 LY1289
 LY1289.The orthometric height was determined by differential leveling
 LY1289.and adjusted by the National Geodetic Survey in June 1991..
 LY1289
 LY1289.The geoid height was determined by GEOID03.
 LY1289
 LY1289.The dynamic height is computed by dividing the NAVD 88
 LY1289.geopotential number by the normal gravity value computed on the
 LY1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1289.degrees latitude (g = 980.6199 gals.).
 LY1289
 LY1289.The modeled gravity was interpolated from observed gravity values.
 LY1289
 LY1289;                    North         East    Units  Estimated Accuracy
 LY1289;SPC PA N     -   101,700.      803,170.      MT  (+/- 180 meters Scaled)
 LY1289
 LY1289                          SUPERSEDED SURVEY CONTROL
 LY1289
 LY1289  NGVD 29 (??/??/92)  381.962  (m)         1253.15   (f) ADJ UNCH    2 0
 LY1289
 LY1289.Superseded values are not recommended for survey control.
 LY1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1289.See file dsdata.txt to determine how the superseded data were derived.
 LY1289
 LY1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL720451(NAD 83)
 LY1289_MARKER: DR = REFERENCE MARK DISK
 LY1289_SETTING: 66 = SET IN ROCK OUTCROP
 LY1289_SP_SET: ROCK OUTCROP
 LY1289_STAMPING: HAY NO 1 1958
 LY1289_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY1289+STABILITY: POSITION/ELEVATION WELL
 LY1289
 LY1289  HISTORY     - Date     Condition        Report By
 LY1289  HISTORY     - 1958     MONUMENTED       CGS
 LY1289  HISTORY     - 20030505 POOR             PADT
 LY1289  HISTORY     - 20030507 POOR             PADT
 LY1289  HISTORY     - 20030507 POOR             PADT
 LY1289
 LY1289                          STATION DESCRIPTION
 LY1289
 LY1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LY1289'1.4 MI NW FROM TANNERSVILLE.
 LY1289'1.35 MILES NORTH WEST ALONG COUNTY ROAD 45024 FROM THE SCHOOL
 LY1289'HOUSE AT TANNERSVILLE THEN NORTH ALONG A FIELD ROAD TO THE CREST
 LY1289'OF A HILL AND SET 9 FOOT NORTH OF THE SOUTH EDGE OF AN ROCK
 LY1289'OUTCROP IN THE CENTER OF A FIELD, 117 FEET SOUTH WEST OF THE
 LY1289'STATION BM, 127 FEET SOUTH SOUTHWEST OF THE RM NO 2, AND ABOUT
 LY1289'LEVEL WITH THE FIELD.
 LY1289
 LY1289                          STATION RECOVERY (2003)
 LY1289
 LY1289'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (PJN)
 LY1289'DISK REMOVED
 LY1289
 LY1289                          STATION RECOVERY (2003)
 LY1289
 LY1289'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 LY1289'ROCK FOUND,DISK HAS BEEN REMOVED
 LY1289
 LY1289                          STATION RECOVERY (2003)
 LY1289
 LY1289'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 LY1289'ROCK WAS FOUND, DISK HAS BEEN REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1290 ***********************************************************************
 LY1290  DESIGNATION -  HAY RM 2
 LY1290  PID         -  LY1290
 LY1290  STATE/COUNTY-  PA/MONROE
 LY1290  USGS QUAD   -  MOUNT POCONO (1992)
 LY1290
 LY1290                         *CURRENT SURVEY CONTROL
 LY1290  ___________________________________________________________________
 LY1290* NAD 83(1986)-  41 03 25.     (N)    075 19 58.     (W)     SCALED    
 LY1290* NAVD 88     -       384.922  (meters)    1262.86   (feet)  ADJUSTED  
 LY1290  ___________________________________________________________________
 LY1290  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 LY1290  DYNAMIC HT  -         384.737 (meters)    1262.26  (feet)  COMP
 LY1290  MODELED GRAV-     980,134.3   (mgal)                       NAVD 88
 LY1290
 LY1290  VERT ORDER  -  SECOND    CLASS 0
 LY1290
 LY1290.The horizontal coordinates were scaled from a topographic map and have
 LY1290.an estimated accuracy of +/- 6 seconds.
 LY1290
 LY1290.The orthometric height was determined by differential leveling
 LY1290.and adjusted by the National Geodetic Survey in June 1991..
 LY1290
 LY1290.The geoid height was determined by GEOID03.
 LY1290
 LY1290.The dynamic height is computed by dividing the NAVD 88
 LY1290.geopotential number by the normal gravity value computed on the
 LY1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1290.degrees latitude (g = 980.6199 gals.).
 LY1290
 LY1290.The modeled gravity was interpolated from observed gravity values.
 LY1290
 LY1290;                    North         East    Units  Estimated Accuracy
 LY1290;SPC PA N     -   101,700.      803,170.      MT  (+/- 180 meters Scaled)
 LY1290
 LY1290                          SUPERSEDED SURVEY CONTROL
 LY1290
 LY1290  NGVD 29 (??/??/92)  385.102  (m)         1263.46   (f) ADJ UNCH    2 0
 LY1290
 LY1290.Superseded values are not recommended for survey control.
 LY1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1290.See file dsdata.txt to determine how the superseded data were derived.
 LY1290
 LY1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL720451(NAD 83)
 LY1290_MARKER: DR = REFERENCE MARK DISK
 LY1290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1290_SP_SET: ROCK FENCE
 LY1290_STAMPING: HAY NO 2 1958
 LY1290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1290
 LY1290  HISTORY     - Date     Condition        Report By
 LY1290  HISTORY     - 1958     MONUMENTED       CGS
 LY1290  HISTORY     - 20030507 GOOD             PADT
 LY1290
 LY1290                          STATION DESCRIPTION
 LY1290
 LY1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LY1290'1.4 MI NW FROM TANNERSVILLE.
 LY1290'1.35 MILES NORTH WEST ALONG COUNTY ROAD 45024 FROM THE SCHOOL
 LY1290'HOUSE AT TANNERSVILLE AND THEN NORTH ALONG A FIELD ROAD TO THE
 LY1290'CREST OF A HILL AND SET IN THE ROCK FENCE LINE BETWEEN FIELDS,
 LY1290'28 FEET NORTH WEST OF AND IN THE SAME FENCE AS THE STATION BM,
 LY1290'127 FEET NORTH NORTHEAST OF RM NO 1, AND ABOUT 3 FEET ABOVE THE
 LY1290'LEVEL OF THE FIELD.  (THIS BM IS IN A VERY SMALL ROCK).
 LY1290
 LY1290                          STATION RECOVERY (2003)
 LY1290
 LY1290'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 LY1290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3660 ***********************************************************************
 KV3660  DESIGNATION -  HAYCOCK 2
 KV3660  PID         -  KV3660
 KV3660  STATE/COUNTY-  PA/BUCKS
 KV3660  USGS QUAD   -  BEDMINSTER (1992)
 KV3660
 KV3660                         *CURRENT SURVEY CONTROL
 KV3660  ___________________________________________________________________
 KV3660* NAD 83(1992)-  40 29 19.06918(N)    075 13 09.01489(W)     ADJUSTED  
 KV3660* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 KV3660  ___________________________________________________________________
 KV3660  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 KV3660  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 KV3660
 KV3660  HORZ ORDER  -  FIRST
 KV3660
 KV3660.The horizontal coordinates were established by classical geodetic methods
 KV3660.and adjusted by the National Geodetic Survey in June 2002..
 KV3660
 KV3660.The orthometric height was scaled from a topographic map.
 KV3660
 KV3660.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3660
 KV3660.The geoid height was determined by GEOID03.
 KV3660
 KV3660;                    North         East     Units Scale Factor Converg.
 KV3660;SPC PA S     -   131,352.843   814,530.934   MT  0.99995972   +1 38 31.1
 KV3660;SPC PA S     -   430,946.79  2,672,340.24   sFT  0.99995972   +1 38 31.1
 KV3660;SPC NJ       -   184,014.612    89,033.051   MT  0.99994574   -0 28 01.1
 KV3660;SPC NJ       -   603,721.27    292,102.60   sFT  0.99994574   -0 28 01.1
 KV3660;UTM  18      - 4,482,015.768   481,425.671   MT  0.99960425   -0 08 32.3
 KV3660
 KV3660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3660!SPC PA S     -   0.99995899  x   0.99995972  =   0.99991871
 KV3660!SPC NJ       -   0.99995899  x   0.99994574  =   0.99990473
 KV3660!UTM  18      -   0.99995899  x   0.99960425  =   0.99956325
 KV3660
 KV3660:                Primary Azimuth Mark                     Grid Az
 KV3660:SPC PA S     -  EASTON AIR BEACON 66                     359 58 41.2
 KV3660:SPC NJ       -  EASTON AIR BEACON 66                     002 05 13.4
 KV3660:UTM  18      -  EASTON AIR BEACON 66                     001 45 44.6
 KV3660
 KV3660|---------------------------------------------------------------------|
 KV3660| PID    Reference Object                     Distance      Geod. Az  |
 KV3660|                                                           dddmmss.s |
 KV3660| KV3595 EASTON AIR BEACON 66                APPROX.19.5 KM 0013712.3 |
 KV3660| KV3577 AIRWAY BN 67B NE OF PORTER          APPROX.24.0 KM 0423048.6 |
 KV3660| KV3659 26 B USGS NEAR HAYCOCK 2 1929         0.500 METERS 07541     |
 KV3660| CB3521 HAYCOCK 2 AZ MK                                    0862100.2 |
 KV3660| CB3522 HAYCOCK 2 RM 1                       23.575 METERS 15158     |
 KV3660| KV3775 QUAKERTOWN TOHICKON CH SPIRE        APPROX. 7.9 KM 2021114.7 |
 KV3660| CB3523 HAYCOCK 2 RM 2                       10.125 METERS 23020     |
 KV3660| KV3771 QUAKERTOWN AIRWAY BEACON            APPROX.12.8 KM 2444314.1 |
 KV3660| KV3627 PITTSBURGH NEW YORK AWY BCN 65      APPROX.36.5 KM 3334546.7 |
 KV3660|---------------------------------------------------------------------|
 KV3660
 KV3660                          SUPERSEDED SURVEY CONTROL
 KV3660
 KV3660  NAD 83(1996)-  40 29 19.06899(N)    075 13 09.01548(W) AD(       ) 1
 KV3660  NAD 83(1986)-  40 29 19.06641(N)    075 13 09.01904(W) AD(       ) 1
 KV3660  NAD 27      -  40 29 18.69700(N)    075 13 10.38900(W) AD(       ) 1
 KV3660
 KV3660.Superseded values are not recommended for survey control.
 KV3660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3660.See file dsdata.txt to determine how the superseded data were derived.
 KV3660
 KV3660_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8142682016(NAD 83)
 KV3660_MARKER: DS = TRIANGULATION STATION DISK
 KV3660_SETTING: 80 = SET IN A BOULDER
 KV3660_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KV3660_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3660+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2002
 KV3660
 KV3660  HISTORY     - Date     Condition        Report By
 KV3660  HISTORY     - 1929     MONUMENTED       CGS
 KV3660  HISTORY     - 1937     GOOD             CGS
 KV3660  HISTORY     - 1942     GOOD             CGS
 KV3660  HISTORY     - 1942     GOOD             CGS
 KV3660  HISTORY     - 20020830 GOOD             INDIV
 KV3660
 KV3660                          STATION DESCRIPTION
 KV3660
 KV3660'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 KV3660'ABOUT 14 MILES S OF EASTON AND 3 MILES W OF HARROW ON THE SUMMIT OF
 KV3660'HAYCOCK MOUNTAIN.  THE SUMMIT OF THE MOUNTAIN IS WOODED AND
 KV3660'COVERED WITH LARGE BOULDERS.  THE STATION MARK IS IN ONE OF THE MOST
 KV3660'PROMINENT OF THE BOULDERS, TOGETHER WITH U.S.G.S. MARK 26-B.
 KV3660'THE STATION IS ON THE HIGHEST PART OF MOUNTAIN, AT END OF TRAIL GOING
 KV3660'UP MOUNTAIN FROM THE SW.  THE CLEARING DONE IN SECURING POLES FOR
 KV3660'THE SIGNAL WILL SERVE TO IDENTIFY THE STATION SITE FOR A NUMBER OF
 KV3660'YEARS.
 KV3660'
 KV3660'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN DRILL HOLES IN
 KV3660'BOULDERS.  NO UNDERGROUND MARK WAS ESTABLISHED.
 KV3660'
 KV3660'HEIGHT OF SIGNAL ABOVE STATION MARK - 15 METERS.
 KV3660
 KV3660                          STATION RECOVERY (1937)
 KV3660
 KV3660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KV3660'STATION RECOVERED AS DESCRIBED.
 KV3660'
 KV3660'A 50-FOOT WOODEN TOWER WITH INNER AND OUTER STRUCTURES IS NOW OVER
 KV3660'THE STATION.  IT WAS ERECTED BY THE PA. GEOD. SURVEY AND IS MADE OF
 KV3660'HEAVY TIMBER THE SIZE OF TELEPHONE POLES WHICH ARE BOLTED TOGETHER.
 KV3660'THIS TOWER WILL STAND AS A MONUMENT OVER STATION FOR MANY
 KV3660'YEARS.
 KV3660'
 KV3660'A CONNECTION WAS MADE BETWEEN THIS STATION AND HAYCOCK (1880).
 KV3660
 KV3660                          STATION RECOVERY (1942)
 KV3660
 KV3660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV3660'THE STATION RECOVERED AS DESCRIBED.  THE STATION MARK AND REFERENCE
 KV3660'MARK NO. 2 HAVE BEEN BATTERED.  REFERENCE MARK NO. 2 WAS FOUND TO BE
 KV3660'LOOSE AND WAS REINFORCED WITH CEMENT.  THE TOWER IS IN EXCELLENT
 KV3660'CONDITION AND SHOULD REMAIN SO FOR SOME TIME.  AN AZIMUTH MARK WAS
 KV3660'ESTABLISHED.  FOLLOWING IS A COMPLETE NEW DESCRIPTION-
 KV3660'
 KV3660'THE STATION IS LOCATED ABOUT 3 MILES W OF HARROW ON THE
 KV3660'SUMMIT OF HAYCOCK MOUNTAIN (THE MOUNTAIN IS VERY PROMINENT AND
 KV3660'WOODED AND COVERED WITH LARGE BOULDERS).  IT IS ON THE HIGHEST PART
 KV3660'OF THE MOUNTAIN AT THE END OF THE TRAIL.  A WOODEN TOWER, BUILT
 KV3660'OVER THE MARK, WILL SERVE TO MARK THE STATION SITE FOR SEVERAL YEARS.
 KV3660'IT IS SET IN THE MOST PROMINENT BOULDER AND IS STAMPED HAYCOCK 2
 KV3660'1929.
 KV3660'
 KV3660'REFERENCE MARK NO. 1 IS LOCATED SE OF THE STATION.  IT IS
 KV3660'SET FLUSH WITH A BOULDER AND IS STAMPED HAYCOCK 2 NO. 1 1929.
 KV3660'
 KV3660'REFERENCE MARK NO. 2 IS SET IN A LARGE BOULDER SW OF THE
 KV3660'STATION.  IT IS SET FLUSH AND IS STAMPED HAYCOCK 2 NO. 2 1929.
 KV3660'
 KV3660'U.S.G.S. 26-B MARK IS LOCATED ON THE SAME BOULDER AS THE STATION
 KV3660'MARK.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY DISK STAMPED 26-B.
 KV3660'THE DISTANCE TO THIS MARK WAS MEASURED BUT THE DIRECTION WAS NOT
 KV3660'CHECKED.
 KV3660'
 KV3660'THE AZIMUTH MARK IS A STANDARD DISK SET FLUSH WITH THE CULVERT AND IS
 KV3660'STAMPED HAYCOCK 2 1929.  IT IS ENE OF THE STATION ALONGSIDE STATE
 KV3660'HIGHWAY 563.  EN ROUTE TO THE STATION, IT IS 0.95 MILE BEFORE
 KV3660'REACHING THE POINT WHERE THE ROUTE TO THE STATION LEAVES STATE
 KV3660'HIGHWAY 563.  IT IS 34 FEET E BY S OF STATE HIGHWAY 563 AND 13 FEET E
 KV3660'OF THE CENTER OF A DIRT ROAD AND IN THE NW END OF A V-SHAPED
 KV3660'CULVERT.
 KV3660'
 KV3660'TO REACH THE STATION FROM HARROW AT THE JUNCTION OF U.S. HIGHWAY 611
 KV3660'AND STATE HIGHWAYS 412 AND 563, GO NW ON HIGHWAY 563 FOR 0.5 MILE.
 KV3660'TURN LEFT AND GO 1.7 MILES (STILL ON HIGHWAY 563) TO A GRAVEL ROAD
 KV3660'STRAIGHT AHEAD RIGHT.  KEEP TO THE RIGHT ON THE GRAVEL ROAD AND GO
 KV3660'1.0 MILE (100 YARDS PAST THE RESIDENCE OF KRAMER) TO THE FOOT OF THE
 KV3660'TRAIL UP THE MOUNTAIN ON THE RIGHT.  PROCEED AFOOT ALONG TRAIL
 KV3660'TO THE HIGHEST PART OF THE MOUNTAIN AND THE STATION AS DESCRIBED.
 KV3660'ABOUT A 1/2-HOUR PACK.
 KV3660'
 KV3660'THE 50-FOOT TOWER NOW STANDING IS NECESSARY TO CLEAR LOCAL TIMBER.
 KV3660
 KV3660                          STATION RECOVERY (1942)
 KV3660
 KV3660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KV3660'STATION WAS RECOVERED AS DESCRIBED BY G.W.L. AND DESCRIPTION WAS
 KV3660'FOUND TO BE ADEQUATE.  SLIGHT DISCREPANCIES
 KV3660'WERE FOUND IN THE DISTANCE AND DIRECTIONS TO REFERENCE MARKS.
 KV3660
 KV3660                          STATION RECOVERY (2002)
 KV3660
 KV3660'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002
 KV3660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2082 ***********************************************************************
 KV2082  DESIGNATION -  HAYCOCK AZ MK
 KV2082  PID         -  KV2082
 KV2082  STATE/COUNTY-  PA/BUCKS
 KV2082  USGS QUAD   -  BEDMINSTER (1992)
 KV2082
 KV2082                         *CURRENT SURVEY CONTROL
 KV2082  ___________________________________________________________________
 KV2082* NAD 83(1986)-  40 29 23.     (N)    075 11 37.     (W)     SCALED    
 KV2082* NAVD 88     -       122.005  (meters)     400.28   (feet)  ADJUSTED  
 KV2082  ___________________________________________________________________
 KV2082  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KV2082  DYNAMIC HT  -         121.944 (meters)     400.08  (feet)  COMP
 KV2082  MODELED GRAV-     980,125.6   (mgal)                       NAVD 88
 KV2082
 KV2082  VERT ORDER  -  SECOND    CLASS 0
 KV2082
 KV2082.The horizontal coordinates were scaled from a topographic map and have
 KV2082.an estimated accuracy of +/- 6 seconds.
 KV2082
 KV2082.The orthometric height was determined by differential leveling
 KV2082.and adjusted by the National Geodetic Survey in June 1991..
 KV2082
 KV2082.The geoid height was determined by GEOID03.
 KV2082
 KV2082.The dynamic height is computed by dividing the NAVD 88
 KV2082.geopotential number by the normal gravity value computed on the
 KV2082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2082.degrees latitude (g = 980.6199 gals.).
 KV2082
 KV2082.The modeled gravity was interpolated from observed gravity values.
 KV2082
 KV2082;                    North         East    Units  Estimated Accuracy
 KV2082;SPC PA S     -   131,540.      816,690.      MT  (+/- 180 meters Scaled)
 KV2082
 KV2082                          SUPERSEDED SURVEY CONTROL
 KV2082
 KV2082  NGVD 29 (??/??/??)  122.265  (m)          401.13   (f) ADJUSTED    2 0
 KV2082
 KV2082.Superseded values are not recommended for survey control.
 KV2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2082.See file dsdata.txt to determine how the superseded data were derived.
 KV2082
 KV2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK835821(NAD 83)
 KV2082_MARKER: DZ = AZIMUTH MARK DISK
 KV2082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2082_SP_SET: CULVERT
 KV2082_STAMPING: HAYCOCK 1942
 KV2082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2082
 KV2082  HISTORY     - Date     Condition        Report By
 KV2082  HISTORY     - 1942     MONUMENTED       CGS
 KV2082  HISTORY     - 19950629 MARK NOT FOUND   USPSQD
 KV2082
 KV2082                          STATION DESCRIPTION
 KV2082
 KV2082'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2082'1.4 MI SW FROM HARROW.
 KV2082'ALONG STATE HIGHWAY 563, IN THE NORTHEAST HEADWALL OF A CONCRETE
 KV2082'CULVERT, 34.5 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 KV2082'18.0 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD LEADING SOUTH,
 KV2082'24.3 FEET SOUTH WEST OF A 2 FOOT OAK TREE.
 KV2082
 KV2082                          STATION RECOVERY (1995)
 KV2082
 KV2082'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV2082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1566 ***********************************************************************
 JU1566  DESIGNATION -  HAYES
 JU1566  PID         -  JU1566
 JU1566  STATE/COUNTY-  PA/CHESTER
 JU1566  USGS QUAD   -  OXFORD (1992)
 JU1566
 JU1566                         *CURRENT SURVEY CONTROL
 JU1566  ___________________________________________________________________
 JU1566* NAD 83(1992)-  39 49 18.80070(N)    075 57 56.26028(W)     ADJUSTED  
 JU1566* NAVD 88     -       181.738  (meters)     596.25   (feet)  ADJUSTED  
 JU1566  ___________________________________________________________________
 JU1566  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 JU1566  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JU1566  DYNAMIC HT  -         181.646 (meters)     595.95  (feet)  COMP
 JU1566  MODELED GRAV-     980,115.0   (mgal)                       NAVD 88
 JU1566
 JU1566  HORZ ORDER  -  SECOND
 JU1566  VERT ORDER  -  SECOND    CLASS 0
 JU1566
 JU1566.The horizontal coordinates were established by classical geodetic methods
 JU1566.and adjusted by the National Geodetic Survey in June 2002..
 JU1566
 JU1566.The orthometric height was determined by differential leveling
 JU1566.and adjusted by the National Geodetic Survey in June 1991..
 JU1566
 JU1566.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1566
 JU1566.The geoid height was determined by GEOID03.
 JU1566
 JU1566.The dynamic height is computed by dividing the NAVD 88
 JU1566.geopotential number by the normal gravity value computed on the
 JU1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1566.degrees latitude (g = 980.6199 gals.).
 JU1566
 JU1566.The modeled gravity was interpolated from observed gravity values.
 JU1566
 JU1566;                    North         East     Units Scale Factor Converg.
 JU1566;SPC PA S     -    55,790.227   752,762.127   MT  1.00001930   +1 09 27.7
 JU1566;SPC PA S     -   183,038.44  2,469,687.08   sFT  1.00001930   +1 09 27.7
 JU1566;SPC MD       -   239,757.017   488,563.835   MT  1.00008625   +0 38 57.1
 JU1566;SPC MD       -   786,602.81  1,602,896.52   sFT  1.00008625   +0 38 57.1
 JU1566;SPC DE       -   202,398.017   153,000.622   MT  1.00002218   -0 21 05.6
 JU1566;SPC DE       -   664,034.16    501,969.54   sFT  1.00002218   -0 21 05.6
 JU1566;UTM  18      - 4,408,434.943   417,359.829   MT  0.99968408   -0 37 06.3
 JU1566
 JU1566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1566!SPC PA S     -   0.99997669  x   1.00001930  =   0.99999599
 JU1566!SPC MD       -   0.99997669  x   1.00008625  =   1.00006293
 JU1566!SPC DE       -   0.99997669  x   1.00002218  =   0.99999886
 JU1566!UTM  18      -   0.99997669  x   0.99968408  =   0.99966077
 JU1566
 JU1566:                Primary Azimuth Mark                     Grid Az
 JU1566:SPC PA S     -  HAYES AZ MK                              067 16 29.2
 JU1566:SPC MD       -  HAYES AZ MK                              067 46 59.8
 JU1566:SPC DE       -  HAYES AZ MK                              068 47 02.5
 JU1566:UTM  18      -  HAYES AZ MK                              069 03 03.2
 JU1566
 JU1566|---------------------------------------------------------------------|
 JU1566| PID    Reference Object                     Distance      Geod. Az  |
 JU1566|                                                           dddmmss.s |
 JU1566| JU1568 HAYES AZ MK                                        0682556.9 |
 JU1566| JU3971 OXFORD TRANSCON PIPELINE MAST       APPROX. 2.2 KM 1865159.6 |
 JU1566| JU3972 OXFORD PRESBYTERIAN CH SPIRE        APPROX. 4.2 KM 1962352.5 |
 JU1566| JU1567 HAYES RM 1                           23.710 METERS 21432     |
 JU1566| JU1565 HAYES RM 2                           25.572 METERS 34255     |
 JU1566|---------------------------------------------------------------------|
 JU1566
 JU1566                          SUPERSEDED SURVEY CONTROL
 JU1566
 JU1566  NAD 83(1991)-  39 49 18.79821(N)    075 57 56.26091(W) AD(       ) 2
 JU1566  NAD 83(1986)-  39 49 18.79431(N)    075 57 56.26627(W) AD(       ) 2
 JU1566  NAD 27      -  39 49 18.40483(N)    075 57 57.46045(W) AD(       ) 2
 JU1566  NGVD 29 (??/??/??)  182.032  (m)          597.22   (f) ADJUSTED    2 0
 JU1566
 JU1566.Superseded values are not recommended for survey control.
 JU1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1566.See file dsdata.txt to determine how the superseded data were derived.
 JU1566
 JU1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK1736008435(NAD 83)
 JU1566_MARKER: DE = TRAVERSE STATION DISK
 JU1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1566_STAMPING: HAYES 1966
 JU1566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1566+STABILITY: SURFACE MOTION
 JU1566
 JU1566  HISTORY     - Date     Condition        Report By
 JU1566  HISTORY     - 1966     MONUMENTED       CGS
 JU1566  HISTORY     - 1966     GOOD             CGS
 JU1566
 JU1566                          STATION DESCRIPTION
 JU1566
 JU1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 JU1566'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTHWEST OF COCHRANVILLE, 2.5
 JU1566'MILES NORTH OF OXFORD AND IN A GROVE OF TREES ON THE WEST
 JU1566'SIDE OF STATE HIGHWAY 10. THE PROPERTY IS OWNED BY MR. EARL WOLF.
 JU1566'
 JU1566'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 1 AND STATE
 JU1566'HIGHWAY 10 IN OXFORD, GO NORTH ON STATE HIGHWAY 10 FOR
 JU1566'2.7 MILES TO A SIDE ROAD ON THE LEFT, *TURN LEFT ON THE PAVED ROAD AND
 JU1566'GO 0.05 MILE TO A TRACK ROAD ON THE RIGHT, TURN RIGHT ON THE
 JU1566'TRACK ROAD AND GO NORTH FOR 0.1 MILE TO THE STATION ON THE RIGHT, IN
 JU1566'THE NORTHWEST CORNER OF GROVE OF TREES.
 JU1566'
 JU1566'THE STATION MARK IS 37 FEET EAST OF THE APPROXIMATE CENTER OF TRACK
 JU1566'ROAD, 30 FEET WEST OF A FORKED ELM TREE AND 4.2 FEET
 JU1566'NORTHWEST OF A METAL WITNESS POST. THE MARK IS A STANDARD TRAVERSE
 JU1566'DISK SET IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH
 JU1566'WITH THE GROUND AND STAMPED HAYES 1966.
 JU1566'
 JU1566'REFERENCE MARK NO 1 IS 19 FEET SOUTHEAST OF A 2 FOOT TREE AND 9 FEET
 JU1566'EAST OF THE APPROXIMATE CENTER OF TRACK ROAD. THE MARK IS
 JU1566'A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH
 JU1566'WITH THE GROUND AND STAMPED HAYES NO 1 1966.
 JU1566'
 JU1566'REFERENCE MARK NO 2 IS 27 FEET EAST OF THE APPROXIMATE CENTER OF
 JU1566'TRACK ROAD AND 13 FEET NORTHEAST OF A 2 FOOT FORKED TREE.
 JU1566'THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 JU1566'PROJECTING 2 INCHES AND STAMPED HAYES NO 2 1966.
 JU1566'
 JU1566'THE AZIMUTH MARK IS 14 FEET SOUTH OF THE APPROXIMATE CENTER OF
 JU1566'GRAVELED ROAD, 2 FEET EAST OF A METAL WITNESS POST AND 1 FOOT
 JU1566'WEST OF A POWELINE POLE. THE MARK IS A STANDARD DISK SET IN THE TOP
 JU1566'OF A SQUARE CONCRETE POST PROJECTING 5 INCHES AND
 JU1566'STAMPED HAYES 1966.
 JU1566'
 JU1566'*TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY 10 AND
 JU1566'THE SIDE ROAD ON THE LEFT, CONTINUE NORTH ON STATE HIGHWAY 10
 JU1566'FOR 0.25 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT ON THE GRAVELED
 JU1566'ROAD AND GO EAST FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 JU1566'
 JU1566'HEIGHT OF LIGHT ABOVE STATION MARK 33.4 METERS.
 JU1566
 JU1566                          STATION RECOVERY (1966)
 JU1566
 JU1566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JU1566'2.8 MI N FROM OXFORD.
 JU1566'2.7 MILES NORTH ALONG STATE HIGHWAY 10 FROM ITS JUNCTION WITH
 JU1566'U.S. HIGHWAY 1 AND STATE HIGHWAY 472 IN OXFORD TO A PAVED ROAD
 JU1566'WEST, THENCE WEST 0.05 MILE TO A TRACK ROAD NORTH, THENCE
 JU1566'NORTH 0.1 MILE ALONG TRACK ROAD THROUGH WOODS TO THE STATION
 JU1566'AT THE NORTHEAST CORNER OF WOODS, 77.79 FEET NORTHEAST OF
 JU1566'RM 1, 83.90 FEET SOUTHEAST OF RM 2, 37 FEET EAST OF THE
 JU1566'APPROXIMATE CENTER OF THE TRACK ROAD, 30 FEET WEST OF A FORKED
 JU1566'ELM TREE, 4.2 FEET NORTHWEST OF A METAL WITNESS SIGN, SET IN
 JU1566'THE TOP OF A CONCRETE POST, FLUSH, AND IS ABOUT LEVEL WITH THE
 JU1566'TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1568 ***********************************************************************
 JU1568  DESIGNATION -  HAYES AZ MK
 JU1568  PID         -  JU1568
 JU1568  STATE/COUNTY-  PA/CHESTER
 JU1568  USGS QUAD   -  OXFORD (1992)
 JU1568
 JU1568                         *CURRENT SURVEY CONTROL
 JU1568  ___________________________________________________________________
 JU1568* NAD 83(1986)-  39 49 26.     (N)    075 57 28.     (W)     SCALED    
 JU1568* NAVD 88     -       187.257  (meters)     614.36   (feet)  ADJUSTED  
 JU1568  ___________________________________________________________________
 JU1568  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JU1568  DYNAMIC HT  -         187.162 (meters)     614.05  (feet)  COMP
 JU1568  MODELED GRAV-     980,115.2   (mgal)                       NAVD 88
 JU1568
 JU1568  VERT ORDER  -  SECOND    CLASS 0
 JU1568
 JU1568.The horizontal coordinates were scaled from a topographic map and have
 JU1568.an estimated accuracy of +/- 6 seconds.
 JU1568
 JU1568.The orthometric height was determined by differential leveling
 JU1568.and adjusted by the National Geodetic Survey in June 1991..
 JU1568
 JU1568.The geoid height was determined by GEOID03.
 JU1568
 JU1568.The dynamic height is computed by dividing the NAVD 88
 JU1568.geopotential number by the normal gravity value computed on the
 JU1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1568.degrees latitude (g = 980.6199 gals.).
 JU1568
 JU1568.The modeled gravity was interpolated from observed gravity values.
 JU1568
 JU1568;                    North         East    Units  Estimated Accuracy
 JU1568;SPC PA S     -    56,030.      753,430.      MT  (+/- 180 meters Scaled)
 JU1568
 JU1568                          SUPERSEDED SURVEY CONTROL
 JU1568
 JU1568  NGVD 29 (??/??/??)  187.550  (m)          615.32   (f) ADJUSTED    2 0
 JU1568
 JU1568.Superseded values are not recommended for survey control.
 JU1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1568.See file dsdata.txt to determine how the superseded data were derived.
 JU1568
 JU1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK180086(NAD 83)
 JU1568_MARKER: DZ = AZIMUTH MARK DISK
 JU1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1568_STAMPING: HAYES 1966
 JU1568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1568+STABILITY: SURFACE MOTION
 JU1568
 JU1568  HISTORY     - Date     Condition        Report By
 JU1568  HISTORY     - 1966     MONUMENTED       CGS
 JU1568
 JU1568                          STATION DESCRIPTION
 JU1568
 JU1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1568'3.1 MI N FROM OXFORD.
 JU1568'2.9 MILES NORTH ALONG STATE HIGHWAY 10 FROM ITS JUNCTION WITH
 JU1568'U.S. HIGHWAY 1 AND STATE HIGHWAY 472 IN OXFORD TO A GRAVELED
 JU1568'RIGHT, NORTHEAST, TURN RIGHT ON GRAVELED ROAD AND GO 0.2 MILE,
 JU1568'14 FEET SOUTH OF THE APPROXIMATE CENTER OF GRAVELED ROAD, 2 FEET
 JU1568'EAST OF A METAL WITNESS SIGN, 1 FOOT WEST OF A POWERLINE POLE,
 JU1568'SET IN THE TOP OF A CONCRETE POST PROJECTING 5-INCHES AND IS
 JU1568'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1567 ***********************************************************************
 JU1567  DESIGNATION -  HAYES RM 1
 JU1567  PID         -  JU1567
 JU1567  STATE/COUNTY-  PA/CHESTER
 JU1567  USGS QUAD   -  OXFORD (1992)
 JU1567
 JU1567                         *CURRENT SURVEY CONTROL
 JU1567  ___________________________________________________________________
 JU1567* NAD 83(1986)-  39 49 18.     (N)    075 57 56.     (W)     SCALED    
 JU1567* NAVD 88     -       181.298  (meters)     594.81   (feet)  ADJUSTED  
 JU1567  ___________________________________________________________________
 JU1567  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JU1567  DYNAMIC HT  -         181.206 (meters)     594.51  (feet)  COMP
 JU1567  MODELED GRAV-     980,115.0   (mgal)                       NAVD 88
 JU1567
 JU1567  VERT ORDER  -  SECOND    CLASS 0
 JU1567
 JU1567.The horizontal coordinates were scaled from a topographic map and have
 JU1567.an estimated accuracy of +/- 6 seconds.
 JU1567
 JU1567.The orthometric height was determined by differential leveling
 JU1567.and adjusted by the National Geodetic Survey in June 1991..
 JU1567
 JU1567.The geoid height was determined by GEOID03.
 JU1567
 JU1567.The dynamic height is computed by dividing the NAVD 88
 JU1567.geopotential number by the normal gravity value computed on the
 JU1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1567.degrees latitude (g = 980.6199 gals.).
 JU1567
 JU1567.The modeled gravity was interpolated from observed gravity values.
 JU1567
 JU1567;                    North         East    Units  Estimated Accuracy
 JU1567;SPC PA S     -    55,770.      752,770.      MT  (+/- 180 meters Scaled)
 JU1567
 JU1567                          SUPERSEDED SURVEY CONTROL
 JU1567
 JU1567  NGVD 29 (??/??/??)  181.592  (m)          595.77   (f) ADJUSTED    2 0
 JU1567
 JU1567.Superseded values are not recommended for survey control.
 JU1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1567.See file dsdata.txt to determine how the superseded data were derived.
 JU1567
 JU1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK173084(NAD 83)
 JU1567_MARKER: DR = REFERENCE MARK DISK
 JU1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1567_STAMPING: HAYES NO 1 1966
 JU1567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1567+STABILITY: SURFACE MOTION
 JU1567
 JU1567  HISTORY     - Date     Condition        Report By
 JU1567  HISTORY     - 1966     MONUMENTED       CGS
 JU1567
 JU1567                          STATION DESCRIPTION
 JU1567
 JU1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1567'2.8 MI N FROM OXFORD.
 JU1567'AT THE HAYES STATION SITE-- 77.79 FEET SOUTHWEST OF THE STATION
 JU1567'MARK, 19 FEET SOUTHEAST OF A TWO FOOT TREE, 9 FEET EAST OF THE
 JU1567'APPROXIMATE CENTER OF A TRACK ROAD, SET IN THE TOP OF A
 JU1567'CONCRETE POST, FLUSH, AND IS ABOUT LEVEL WITH THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1565 ***********************************************************************
 JU1565  DESIGNATION -  HAYES RM 2
 JU1565  PID         -  JU1565
 JU1565  STATE/COUNTY-  PA/CHESTER
 JU1565  USGS QUAD   -  OXFORD (1992)
 JU1565
 JU1565                         *CURRENT SURVEY CONTROL
 JU1565  ___________________________________________________________________
 JU1565* NAD 83(1986)-  39 49 18.     (N)    075 57 56.     (W)     SCALED    
 JU1565* NAVD 88     -       181.992  (meters)     597.09   (feet)  ADJUSTED  
 JU1565  ___________________________________________________________________
 JU1565  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 JU1565  DYNAMIC HT  -         181.899 (meters)     596.78  (feet)  COMP
 JU1565  MODELED GRAV-     980,115.0   (mgal)                       NAVD 88
 JU1565
 JU1565  VERT ORDER  -  SECOND    CLASS 0
 JU1565
 JU1565.The horizontal coordinates were scaled from a topographic map and have
 JU1565.an estimated accuracy of +/- 6 seconds.
 JU1565
 JU1565.The orthometric height was determined by differential leveling
 JU1565.and adjusted by the National Geodetic Survey in June 1991..
 JU1565
 JU1565.The geoid height was determined by GEOID03.
 JU1565
 JU1565.The dynamic height is computed by dividing the NAVD 88
 JU1565.geopotential number by the normal gravity value computed on the
 JU1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1565.degrees latitude (g = 980.6199 gals.).
 JU1565
 JU1565.The modeled gravity was interpolated from observed gravity values.
 JU1565
 JU1565;                    North         East    Units  Estimated Accuracy
 JU1565;SPC PA S     -    55,770.      752,770.      MT  (+/- 180 meters Scaled)
 JU1565
 JU1565                          SUPERSEDED SURVEY CONTROL
 JU1565
 JU1565  NGVD 29 (??/??/??)  182.286  (m)          598.05   (f) ADJUSTED    2 0
 JU1565
 JU1565.Superseded values are not recommended for survey control.
 JU1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1565.See file dsdata.txt to determine how the superseded data were derived.
 JU1565
 JU1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK173084(NAD 83)
 JU1565_MARKER: DR = REFERENCE MARK DISK
 JU1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1565_STAMPING: HAYES NO 2 1966
 JU1565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1565+STABILITY: SURFACE MOTION
 JU1565
 JU1565  HISTORY     - Date     Condition        Report By
 JU1565  HISTORY     - 1966     MONUMENTED       CGS
 JU1565
 JU1565                          STATION DESCRIPTION
 JU1565
 JU1565'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1565'2.8 MI N FROM OXFORD.
 JU1565'AT THE HAYES STATION SITE-- 83.90 FEET NORTHWEST OF THE STATION,
 JU1565'27 FEET EAST OF THE APPROXIMATE CENTER OF THE TRACK ROAD, 13
 JU1565'FEET NORTHEAST OF A 2 FOOT FORKED TREE, SET IN THE TOP OF A
 JU1565'CONCRETE POST PROJECTING 2-INCHES AND IS ABOUT LEVEL WITH THE
 JU1565'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1881 ***********************************************************************
 LZ1881  DESIGNATION -  HAYFIELD
 LZ1881  PID         -  LZ1881
 LZ1881  STATE/COUNTY-  PA/LUZERNE
 LZ1881  USGS QUAD   -  HARVEYS LAKE (1983)
 LZ1881
 LZ1881                         *CURRENT SURVEY CONTROL
 LZ1881  ___________________________________________________________________
 LZ1881* NAD 83(1992)-  41 18 24.23645(N)    076 01 01.95057(W)     ADJUSTED  
 LZ1881* NAVD 88     -       404.0    (meters)    1325.     (feet)  VERTCON   
 LZ1881  ___________________________________________________________________
 LZ1881  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 LZ1881  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 LZ1881
 LZ1881  HORZ ORDER  -  SECOND
 LZ1881
 LZ1881.The horizontal coordinates were established by classical geodetic methods
 LZ1881.and adjusted by the National Geodetic Survey in June 2002..
 LZ1881.No horizontal observational check was made to the station.
 LZ1881
 LZ1881.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1881
 LZ1881.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1881
 LZ1881.The geoid height was determined by GEOID03.
 LZ1881
 LZ1881;                    North         East     Units Scale Factor Converg.
 LZ1881;SPC PA N     -   128,059.922   745,095.100   MT  0.99995870   +1 08 46.7
 LZ1881;SPC PA N     -   420,143.26  2,444,532.84   sFT  0.99995870   +1 08 46.7
 LZ1881;UTM  18      - 4,573,307.145   414,848.451   MT  0.99968923   -0 40 17.4
 LZ1881
 LZ1881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1881!SPC PA N     -   0.99994161  x   0.99995870  =   0.99990031
 LZ1881!UTM  18      -   0.99994161  x   0.99968923  =   0.99963086
 LZ1881
 LZ1881|---------------------------------------------------------------------|
 LZ1881| PID    Reference Object                     Distance      Geod. Az  |
 LZ1881|                                                           dddmmss.s |
 LZ1881| LZ1878 HAYFIELD NE 1974                    168.362 METERS 13651     |
 LZ1881| LZ1879 HAYFIELD SW 1974                    276.893 METERS 15833     |
 LZ1881| LZ1882 HAYFIELD 1974 A PT                    7.494 METERS 20158     |
 LZ1881| LZ1880 LEHMAN ET USGS 1968 ECC             APPROX. 2.2 KM 3462208.5 |
 LZ1881|---------------------------------------------------------------------|
 LZ1881
 LZ1881                          SUPERSEDED SURVEY CONTROL
 LZ1881
 LZ1881  NAD 83(1986)-  41 18 24.23624(N)    076 01 01.95141(W) AD(       ) 2
 LZ1881  NAD 27      -  41 18 23.94813(N)    076 01 03.22723(W) AD(       ) 2
 LZ1881  NGVD 29 (07/19/86)  404.2    (m)         1326.     (f) VERT ANG       
 LZ1881
 LZ1881.Superseded values are not recommended for survey control.
 LZ1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1881.See file dsdata.txt to determine how the superseded data were derived.
 LZ1881
 LZ1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL1484873307(NAD 83)
 LZ1881_MARKER: DD = SURVEY DISK
 LZ1881_SETTING: 0 = UNSPECIFIED SETTING
 LZ1881
 LZ1881  HISTORY     - Date     Condition        Report By
 LZ1881  HISTORY     - 1975     MONUMENTED       NGS
 LZ1881
 LZ1881                          STATION DESCRIPTION
 LZ1881
 LZ1881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LZ1881'THE STATION IS LOCATED ABOUT 3/4 MILES SOUTHEAST OF LEHMAN AND ON
 LZ1881'THE ROOF OF THE LABORATORY BUILDING FOR THE PENNSYLVANIA STATE
 LZ1881'UNIVERSITY (WILKES-BARRE CAMPUS).  ALL MARKS WERE SET BY THE PENN
 LZ1881'STATE UNIVERSITY.
 LZ1881'
 LZ1881'TO REACH FROM THE POST OFFICE IN LEHMAN, GO SOUTHERLY ON MOUNTAIN
 LZ1881'VIEW DRIVE FOR 0.45 MILE TO A CROSSROADS.  TURN LEFT AND GO EASTERLY
 LZ1881'ON A PAVED ROAD FOR 0.8 MILE TO A REVERSE Y-FORK.  TURN SHARP RIGHT
 LZ1881'AND GO SOUTHWEST AND WEST ON A PAVED ROAD FOR 0.25 MILE TO A
 LZ1881'NARROW CROSSROAD AND THE HAYFIELD HOUSE ON THE LEFT.  TURN RIGHT
 LZ1881'AND GO NORTHERLY ON A NARROW PAVED ROAD FOR 0.05 MILE TO THE
 LZ1881'LABORATORY BUILDING ON THE LEFT AND THE STATION ON THE TOP OF
 LZ1881'THE PENTHOUSE.
 LZ1881'
 LZ1881'THE STATION MARK IS A STANDARD DISK STAMPED HAYFIELD 1974, TARRED TO
 LZ1881'THE METAL BASE OF THE PENTHOUSE ROOF.  IT IS ABOUT 4 INCHES BELOW
 LZ1881'THE UPPER SURFACE OF THE ROOF.  IT IS 17.01 FEET SOUTHEAST OF THE
 LZ1881'OUTER EDGE OF THE NORTHWEST CORNER OF THE ROOF, 13.5 FEET
 LZ1881'SOUTHWEST OF OF THE OUTER EDGE OF THE NORTHEAST CORNER,
 LZ1881'10.14 FEET WEST OF THE OUTER EDGE OF THE EAST
 LZ1881'WALL AND 8.91 FEET SOUTH SOUTH OF THE OUTER EDGE OF THE NORTH WALL
 LZ1881'FOR THE PENTHOUSE.
 LZ1881'
 LZ1881'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HAYFIELD NO 1 1974,
 LZ1881'TARED TO THE METAL BASE OF THE LABORATORY ROOF.  IT IS ABOUT 4
 LZ1881'INCHES BELOW THE SURFACE OF THE ROOF.  IT IS 40.02 FEET SOUTH OF THE
 LZ1881'OUTER EDGE OF THE WALL AROUND THE ROOF, 9.8 FEET WEST OF THE OUTER
 LZ1881'EDGE OF THE EAST WALL AND 4.2 FEET NORTH OF THE OUTER EDGE OF THE
 LZ1881'SOUTH WALL.
 LZ1881'
 LZ1881'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HAYFIELD NO 2 1974,
 LZ1881'TARED TO THE METAL BASE OF THE LABORATORY ROOF.  IT IS ABOUT 4
 LZ1881'INCHES BELOW THE SURFACE OF THE ROOF.  IT IS 42.6 FEET EAST OF THE
 LZ1881'OUTER EDGE OF THE WEST WALL, 37.5 FEET NORTH OF THE OUTER
 LZ1881'EDGE OF THE SOUTHWEST CORNER OF THE WALL AND 1.95 FEET EAST OF
 LZ1881'THE OUTER EDGE OF THE WEST WALL.
 LZ1881'
 LZ1881'TRAVERSE STATIONS HAYFIELD NE AND HAYFIELD SW MAY BE USED AS AN
 LZ1881'AZIMUTH MARK FROM THIS STATION, SEE DESCRIPTIONS THEREOF.
 LZ1881'
 LZ1881'A POINT WAS A TEMPORARY POINT ESTABLISHED FOR A CHECK POINT FOR THE
 LZ1881'ESTABLISHMENT OF THIS STATION.  THIS POINT WILL LAST ABOUT 1 YEAR
 LZ1881'AND IS MARKED BY A SMALL PK SPIKE DROVE IN THE ROOF OF THE TAR ROOF
 LZ1881'OF THE PENTHOUSE.
 LZ1881'
 LZ1881'THIS STATION MARK IS ON THE MOST UPPER LEVEL OF THE ROOF AND THE
 LZ1881'REFERENCE MARK ON THE LOWER LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1878 ***********************************************************************
 LZ1878  DESIGNATION -  HAYFIELD NE 1974
 LZ1878  PID         -  LZ1878
 LZ1878  STATE/COUNTY-  PA/LUZERNE
 LZ1878  USGS QUAD   -  HARVEYS LAKE (1983)
 LZ1878
 LZ1878                         *CURRENT SURVEY CONTROL
 LZ1878  ___________________________________________________________________
 LZ1878* NAD 83(1992)-  41 18 20.25432(N)    076 00 57.00156(W)     ADJUSTED  
 LZ1878* NAVD 88     -       398.7    (meters)    1308.     (feet)  VERTCON   
 LZ1878  ___________________________________________________________________
 LZ1878  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 LZ1878  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 LZ1878
 LZ1878  HORZ ORDER  -  SECOND
 LZ1878
 LZ1878.The horizontal coordinates were established by classical geodetic methods
 LZ1878.and adjusted by the National Geodetic Survey in June 2002..
 LZ1878.No horizontal observational check was made to the station.
 LZ1878
 LZ1878.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1878
 LZ1878.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1878
 LZ1878.The geoid height was determined by GEOID03.
 LZ1878
 LZ1878;                    North         East     Units Scale Factor Converg.
 LZ1878;SPC PA N     -   127,939.407   745,212.656   MT  0.99995873   +1 08 50.0
 LZ1878;SPC PA N     -   419,747.87  2,444,918.52   sFT  0.99995873   +1 08 50.0
 LZ1878;UTM  18      - 4,573,182.995   414,962.095   MT  0.99968900   -0 40 14.0
 LZ1878
 LZ1878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1878!SPC PA N     -   0.99994244  x   0.99995873  =   0.99990117
 LZ1878!UTM  18      -   0.99994244  x   0.99968900  =   0.99963146
 LZ1878
 LZ1878                          SUPERSEDED SURVEY CONTROL
 LZ1878
 LZ1878  NAD 83(1986)-  41 18 20.25410(N)    076 00 57.00239(W) AD(       ) 2
 LZ1878  NAD 27      -  41 18 19.96597(N)    076 00 58.27835(W) AD(       ) 2
 LZ1878  NGVD 29 (07/19/86)  398.9    (m)         1309.     (f) VERT ANG       
 LZ1878
 LZ1878.Superseded values are not recommended for survey control.
 LZ1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1878.See file dsdata.txt to determine how the superseded data were derived.
 LZ1878
 LZ1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL1496273183(NAD 83)
 LZ1878_MARKER: Z = SEE DESCRIPTION
 LZ1878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1878+STABILITY: SURFACE MOTION
 LZ1878
 LZ1878  HISTORY     - Date     Condition        Report By
 LZ1878  HISTORY     - 1975     MONUMENTED       NGS
 LZ1878
 LZ1878                          STATION DESCRIPTION
 LZ1878
 LZ1878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LZ1878'THE STATION IS LOCATED ABOUT 3/4 MILE SOUTHEAST OF LEHMAN AND ON THE
 LZ1878'GROUNDS OF THE PENNSYLVANIA STATE UNIVERSITY (WILKES-BARRE
 LZ1878'CAMPUS).
 LZ1878'
 LZ1878'TO REACH FROM THE POST OFFICE IN LEHMAN, GO SOUTHERLY ON MOUNTAIN
 LZ1878'VIEW DRIVE FOR 0.45 MILE TO A CROSSROADS.  TURN LEFT AND GO EASTERLY
 LZ1878'ON A PAVED ROAD FOR 0.8 MILE TO A REVERSE Y-FORK.  TURN SHARP RIGHT
 LZ1878'AND GO SOUTHWEST AND WEST ON A PAVED ROAD FOR 0.25 MILE TO A
 LZ1878'NARROW CROSSROADS AND THE STATION IN THE NORTHWEST ANGLE OF THE
 LZ1878'INTERSECTION.
 LZ1878'
 LZ1878'THE STATION MARK IS A 1-INCH ROUND IRON PIPE SET IN THE TOP OF A
 LZ1878'6-INCH ROUND MASS OF CONCRETE WHICH IS FLUSH WITH THE SURFACE.  THIS
 LZ1878'POINT IS USED FOR SURVEY CLASSES AT THE PENNSYLVANIA STATE
 LZ1878'UNIVERSITY.  IT IS JUST NORTH OF THE HAYFIELD HOUSE, 45 FEET NORTH
 LZ1878'OF THE CENTER OF THE NARROW PAVED ROAD, 25 FEET WEST OF THE NARROW
 LZ1878'PAVED ROAD LEADING NORTH AND 7 FEET SOUTHWEST OF A 40-INCH TREE.
 LZ1878'
 LZ1878'THERE ARE NO REFERENCE MARKS AT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1879 ***********************************************************************
 LZ1879  DESIGNATION -  HAYFIELD SW 1974
 LZ1879  PID         -  LZ1879
 LZ1879  STATE/COUNTY-  PA/LUZERNE
 LZ1879  USGS QUAD   -  HARVEYS LAKE (1983)
 LZ1879
 LZ1879                         *CURRENT SURVEY CONTROL
 LZ1879  ___________________________________________________________________
 LZ1879* NAD 83(1992)-  41 18 15.88272(N)    076 00 57.59755(W)     ADJUSTED  
 LZ1879* NAVD 88     -       398.6    (meters)    1308.     (feet)  VERTCON   
 LZ1879  ___________________________________________________________________
 LZ1879  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 LZ1879  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 LZ1879
 LZ1879  HORZ ORDER  -  SECOND
 LZ1879
 LZ1879.The horizontal coordinates were established by classical geodetic methods
 LZ1879.and adjusted by the National Geodetic Survey in June 2002..
 LZ1879.No horizontal observational check was made to the station.
 LZ1879
 LZ1879.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1879
 LZ1879.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1879
 LZ1879.The geoid height was determined by GEOID03.
 LZ1879
 LZ1879;                    North         East     Units Scale Factor Converg.
 LZ1879;SPC PA N     -   127,804.298   745,201.495   MT  0.99995878   +1 08 49.6
 LZ1879;SPC PA N     -   419,304.60  2,444,881.90   sFT  0.99995878   +1 08 49.6
 LZ1879;UTM  18      - 4,573,048.345   414,946.658   MT  0.99968903   -0 40 14.4
 LZ1879
 LZ1879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1879!SPC PA N     -   0.99994246  x   0.99995878  =   0.99990124
 LZ1879!UTM  18      -   0.99994246  x   0.99968903  =   0.99963150
 LZ1879
 LZ1879                          SUPERSEDED SURVEY CONTROL
 LZ1879
 LZ1879  NAD 83(1986)-  41 18 15.88252(N)    076 00 57.59839(W) AD(       ) 2
 LZ1879  NAD 27      -  41 18 15.59433(N)    076 00 58.87430(W) AD(       ) 2
 LZ1879  NGVD 29 (07/19/86)  398.8    (m)         1308.     (f) VERT ANG       
 LZ1879
 LZ1879.Superseded values are not recommended for survey control.
 LZ1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1879.See file dsdata.txt to determine how the superseded data were derived.
 LZ1879
 LZ1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL1494773048(NAD 83)
 LZ1879_MARKER: Z = SEE DESCRIPTION
 LZ1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1879+STABILITY: SURFACE MOTION
 LZ1879
 LZ1879  HISTORY     - Date     Condition        Report By
 LZ1879  HISTORY     - 1975     MONUMENTED       NGS
 LZ1879
 LZ1879                          STATION DESCRIPTION
 LZ1879
 LZ1879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LZ1879'THE STATION IS LOCATED ABOUT 3/4 MILES SOUTHEAST OF LEHMAN AND ON THE
 LZ1879'GROUNDS OF THE PENNSYLVANIA STATE UNIVERSITY (WILKES-BERRA
 LZ1879'CAMPUS).
 LZ1879'
 LZ1879'TO REACH FROM THE POST OFFICE IN LEHMAN, GO SOUTHERLY ON MOUNTAIN
 LZ1879'VIEW DRIVE FOR 0.45 MILE TO A CROSSROADS.  TURN LEFT AND GO EASTERLY
 LZ1879'ON A PAVED ROAD FOR 0.8 MILE TO A REVERSE Y-FORK.  TURN SHARP RIGHT
 LZ1879'AND GO SOUTHWEST AND WEST ON A PAVED ROAD FOR 0.25 MILE TO A
 LZ1879'NARROW CROSSROADS AND THE HAYFIELD HOUSE ON THE LEFT.  CONTINUE
 LZ1879'STRAIGHT AHEAD AND GO SOUTHWEST ACROSS A SPORTS FIELD FOR 0.1
 LZ1879'MILE TO THE SOUTHWEST EDGE OF THE GROUNDS AND THE STATION.
 LZ1879'
 LZ1879'THE STATION MARK IS A 1-INCH ROUND IRON STAKE SET IN THE TOP OF A
 LZ1879'6-INCH ROUND MASS OF CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 LZ1879'SURFACE OF THE GROUND.  THIS IS A POINT USED FOR SURVEY CLASSES AT
 LZ1879'THE PENN STATE UNIVERSITY.  IT IS 78.4 FEET WEST OF A 24-INCH APPLE
 LZ1879'TREE, 47.7 FEET NORTH OF A 16-INCH APPLE TREE AND 8.6 FEET EAST OF A
 LZ1879'HEDGE.
 LZ1879'
 LZ1879'THERE ARE NO REFERENCE MARKS AT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2198 ***********************************************************************
 MA2198  DESIGNATION -  HAYMAKER
 MA2198  PID         -  MA2198
 MA2198  STATE/COUNTY-  PA/MCKEAN
 MA2198  USGS QUAD   -  ELDRED (1981)
 MA2198
 MA2198                         *CURRENT SURVEY CONTROL
 MA2198  ___________________________________________________________________
 MA2198* NAD 83(1992)-  41 59 53.80258(N)    078 25 42.65490(W)     ADJUSTED  
 MA2198* NAVD 88     -       678.0    (meters)    2224.     (feet)  VERTCON   
 MA2198  ___________________________________________________________________
 MA2198  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 MA2198  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 MA2198
 MA2198  HORZ ORDER  -  THIRD
 MA2198
 MA2198.The horizontal coordinates were established by classical geodetic methods
 MA2198.and adjusted by the National Geodetic Survey in June 2002..
 MA2198
 MA2198.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2198
 MA2198.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2198
 MA2198.The geoid height was determined by GEOID03.
 MA2198
 MA2198;                    North         East     Units Scale Factor Converg.
 MA2198;SPC PA N     -   203,634.065   543,783.094   MT  1.00000819   -0 26 55.9
 MA2198;SPC PA N     -   668,089.43  1,784,061.70   sFT  1.00000819   -0 26 55.9
 MA2198;SPC NY W     -   221,914.361   362,826.342   MT  0.99993952   +0 06 12.9
 MA2198;SPC NY W     -   728,064.03  1,190,372.76   sFT  0.99993952   +0 06 12.9
 MA2198;UTM  17      - 4,652,784.102   712,977.595   MT  1.00015818   +1 43 16.5
 MA2198
 MA2198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2198!SPC PA N     -   0.99989870  x   1.00000819  =   0.99990689
 MA2198!SPC NY W     -   0.99989870  x   0.99993952  =   0.99983823
 MA2198!UTM  17      -   0.99989870  x   1.00015818  =   1.00005686
 MA2198
 MA2198:                Primary Azimuth Mark                     Grid Az
 MA2198:SPC PA N     -  OLEAN TOWER                              007 22 24.1
 MA2198:SPC NY W     -  OLEAN TOWER                              006 49 15.3
 MA2198:UTM  17      -  OLEAN TOWER                              005 12 11.7
 MA2198
 MA2198|---------------------------------------------------------------------|
 MA2198| PID    Reference Object                     Distance      Geod. Az  |
 MA2198|                                                           dddmmss.s |
 MA2198| NC0986 OLEAN TOWER                         APPROX. 5.9 KM 0065528.2 |
 MA2198| CJ9951 HAYMAKER RM 1                        21.975 METERS 21606     |
 MA2198| NC1026 KNAPP CREEK ATT RELAY TOWER         APPROX. 7.2 KM 2773743.0 |
 MA2198| NC1027 KNAPP                               APPROX. 6.8 KM 2792540.1 |
 MA2198| CJ9952 HAYMAKER RM 2                        21.542 METERS 30942     |
 MA2198| NC0990 ROCK CITY SHOEMAKER STANDPIPE       APPROX. 4.0 KM 3124958.0 |
 MA2198| NC0992 HARTZFELT MOUNTAIN MAST             APPROX. 3.7 KM 3200156.5 |
 MA2198|---------------------------------------------------------------------|
 MA2198
 MA2198                          SUPERSEDED SURVEY CONTROL
 MA2198
 MA2198  NAD 83(1996)-  41 59 53.80259(N)    078 25 42.65496(W) AD(       ) 3
 MA2198  NAD 83(1986)-  41 59 53.80511(N)    078 25 42.65185(W) AD(       ) 3
 MA2198  NAD 27      -  41 59 53.57196(N)    078 25 43.57975(W) AD(       ) 3
 MA2198  NGVD 29 (07/19/86)  678.1    (m)         2225.     (f) VERT ANG       
 MA2198
 MA2198.Superseded values are not recommended for survey control.
 MA2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2198.See file dsdata.txt to determine how the superseded data were derived.
 MA2198
 MA2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG1297852784(NAD 83)
 MA2198_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2198_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MA2198
 MA2198  HISTORY     - Date     Condition        Report By
 MA2198  HISTORY     - 1967     MONUMENTED       CGS
 MA2198  HISTORY     - 20011012 GOOD             USPSQD
 MA2198
 MA2198                          STATION DESCRIPTION
 MA2198
 MA2198'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 MA2198'NO MEASUREMENTS BETWEEN R.M.S DUE TO TREES ON LINE.
 MA2198'
 MA2198'THE STATION IS LOCATED ON A HIGH WOODED HILL ABOUT 6 MILES SOUTH OF
 MA2198'OLEAN, NEW YORK, 5-1/2 MILES SOUTHWEST OF PORTVILLE, NEW YORK, 4
 MA2198'MILES NORTHWEST OF ELDRED, PENNSYLVANIA, ABOUT 600 FEET SOUTH OF THE
 MA2198'NEW YORK-PENNSYLVANIA STATE LINE AND ON THE PROPERTY OF PENNZOIL
 MA2198'OIL COMPANY.
 MA2198'
 MA2198'TO REACH THE STATION FROM THE POST OFFICE IN ELDRED, GO NORTH ON
 MA2198'STATE HIGHWAY 446 FOR 0.5 MILE TO ITS JUNCTION WITH STATE HIGHWAY
 MA2198'346.  TURN LEFT AND GO WEST ON STATE HIGHWAY 346 FOR 0.8 MILE TO A
 MA2198'CROSSROAD.  TURN RIGHT AND GO IN A NORTHERLY DIRECTION ON A
 MA2198'PAVED ROAD FOR 2.7 MILES TO THE PENNSYLVANIA-NEW YORK STATE LINE AND
 MA2198'A SIDE ROAD LEFT.  TURN LEFT AND GO IN A WESTERLY DIRECTION ON A
 MA2198'DIRT ROAD FOR 0.15 MILE TO A FORK.  BEAR LEFT, GO WEST ON A TRACK
 MA2198'ROAD FOR 1.0 MILE TO THE TOP OF THE HILL AND THE STATION ON THE
 MA2198'RIGHT.  (4-WHEEL DRIVE REQUIRED)
 MA2198'
 MA2198'THE STATION MARK IS A STANDARD DISK STAMPED HAYMAKER 1967, SET IN THE
 MA2198'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3
 MA2198'INCHES ABOVE THE GROUND.  IT IS 23 FEET WEST OF A TRIANGULAR BLAZED
 MA2198'TREE, 22 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 12 FEET EAST OF
 MA2198'A TWIN TRUNKED TREE AND 5.5 FEET SOUTH OF A METAL WITNESS POST.
 MA2198'
 MA2198'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HAYMAKER NO 1 1967, SET
 MA2198'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 MA2198'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 60 FEET SOUTHWEST OF THE
 MA2198'TWIN TRUNKED TREE, 21.1 FEET WEST- SOUTHWEST OF A TRIPLE TRUNKED
 MA2198'TREE, 2 FEET NORTH-NORTHWEST OF A METAL WITNESS POST AND ABOUT 3 FEET
 MA2198'LOWER IN ELEVATION THAN THE STATION MARK.
 MA2198'
 MA2198'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HAYMAKER NO 2 1967, SET
 MA2198'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 MA2198'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 69 FEET NORTHWEST OF THE
 MA2198'TWIN TRUNKED TREE, 25 FEET NORTH OF THE CENTER OF THE TRACK ROAD, 2
 MA2198'FEET SOUTHEAST OF A METAL WITNESS POST AND ABOUT 3 FEET LOWER IN
 MA2198'ELEVATION THAN THE STATION MARK.
 MA2198'
 MA2198'NOTE- NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 MA2198'
 MA2198'BOUNDARY MONUMENT NO. 157 NY PA WAS FOUND IN A DAMAGED CONDITION AND
 MA2198'A TRAVERSE CONNECTION WOULD BE IMPOSSIBLE.
 MA2198'
 MA2198'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 MA2198
 MA2198                          STATION RECOVERY (2001)
 MA2198
 MA2198'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA2198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2848 ***********************************************************************
 KW2848  DESIGNATION -  HAYS
 KW2848  PID         -  KW2848
 KW2848  STATE/COUNTY-  PA/CUMBERLAND
 KW2848  USGS QUAD   -  DICKINSON (1977)
 KW2848
 KW2848                         *CURRENT SURVEY CONTROL
 KW2848  ___________________________________________________________________
 KW2848* NAD 83(1992)-  40 03 33.60973(N)    077 21 59.68780(W)     ADJUSTED  
 KW2848* NAVD 88     -       488.     (meters)    1601.     (feet)  SCALED    
 KW2848  ___________________________________________________________________
 KW2848  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 KW2848  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 KW2848
 KW2848  HORZ ORDER  -  SECOND
 KW2848
 KW2848.The horizontal coordinates were established by classical geodetic methods
 KW2848.and adjusted by the National Geodetic Survey in June 2002..
 KW2848
 KW2848.The orthometric height was scaled from a topographic map.
 KW2848
 KW2848.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2848
 KW2848.The geoid height was determined by GEOID03.
 KW2848
 KW2848;                    North         East     Units Scale Factor Converg.
 KW2848;SPC PA S     -    80,682.427   632,712.691   MT  0.99998269   +0 14 55.5
 KW2848;SPC PA S     -   264,705.60  2,075,824.89   sFT  0.99998269   +0 14 55.5
 KW2848;UTM  18      - 4,437,026.622   298,154.438   MT  1.00010157   -1 31 25.0
 KW2848
 KW2848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2848!SPC PA S     -   0.99992883  x   0.99998269  =   0.99991152
 KW2848!UTM  18      -   0.99992883  x   1.00010157  =   1.00003040
 KW2848
 KW2848:                Primary Azimuth Mark                     Grid Az
 KW2848:SPC PA S     -  BUCK RIDGE LOOKOUT TOWER                 079 32 09.9
 KW2848:UTM  18      -  BUCK RIDGE LOOKOUT TOWER                 081 18 30.4
 KW2848
 KW2848|---------------------------------------------------------------------|
 KW2848| PID    Reference Object                     Distance      Geod. Az  |
 KW2848|                                                           dddmmss.s |
 KW2848| KW2849 BUCK RIDGE LOOKOUT TOWER            APPROX. 8.7 KM 0794705.4 |
 KW2848| CJ9954 HAYS RM 1                            14.073 METERS 17635     |
 KW2848| CJ9953 HAYS AZ MK                                         1845409.6 |
 KW2848| KW2851 BIG FLAT LOOKOUT TOWER              APPROX. 7.3 KM 2084259.2 |
 KW2848| CJ9955 HAYS RM 2                            14.576 METERS 28505     |
 KW2848|---------------------------------------------------------------------|
 KW2848
 KW2848                          SUPERSEDED SURVEY CONTROL
 KW2848
 KW2848  NAD 83(1995)-  40 03 33.60696(N)    077 21 59.69034(W) AD(       ) 2
 KW2848  NAD 83(1986)-  40 03 33.60690(N)    077 21 59.69159(W) AD(       ) 2
 KW2848  NAD 27      -  40 03 33.28000(N)    077 22 00.74800(W) AD(       ) 2
 KW2848
 KW2848.Superseded values are not recommended for survey control.
 KW2848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2848.See file dsdata.txt to determine how the superseded data were derived.
 KW2848
 KW2848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK9815437027(NAD 83)
 KW2848_MARKER: DS = TRIANGULATION STATION DISK
 KW2848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2848
 KW2848  HISTORY     - Date     Condition        Report By
 KW2848  HISTORY     - 1942     MONUMENTED       CGS
 KW2848  HISTORY     - 1952     GOOD             AMS
 KW2848
 KW2848                          STATION DESCRIPTION
 KW2848
 KW2848'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW2848'STATION IS LOCATED ABOUT 3 MILES SE OF WALNUT BOTTOM AND 4.5 MILES SW
 KW2848'OF HUNTSDALE ON TOP OF A TIMBERED HILL ON SOUTH MOUNTAIN.  THE
 KW2848'LAND IS OWNED BY THE STATE.  STATION IS 36.5 FEET SE OF THE LARGER OF
 KW2848'TWO TRIANGULAR-BLAZED TREES, 11 FEET N OF THE SMALLER OF TWO
 KW2848'TRIANGULAR-BLAZED TREES AND 12 FEET NE OF THE CENTER LINE OF THE
 KW2848'TRAIL LEADING TO THE STATION.  MARK IS STAMPED HAYS 1942 AND
 KW2848'PROJECTS ABOUT 4 INCHES.
 KW2848'
 KW2848'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 KW2848'IN CONCRETE.
 KW2848'
 KW2848'REFERENCE MARK NO. 1 IS 9 FEET SW OF THE TRAIL LEADING TO THE STATION
 KW2848'AND 35 FEET SW OF THE SMALLER OF TWO TRIANGULAR- BLAZED TREES.
 KW2848'MARK IS STAMPED HAYS NO. 1 1942 AND PROJECTS ABOUT 6 INCHES.
 KW2848'
 KW2848'REFERENCE MARK NO. 2 IS 10 FEET SW OF THE TRAIL LEADING TO THE
 KW2848'STATION 15 FEET SW OF THE LARGER OF TWO TRIANGULAR- BLAZED
 KW2848'TREES.  MARK IS STAMPED HAYS NO. 2 1942 AND PROJECTS ABOUT 6 INCHES.
 KW2848'
 KW2848'AZIMUTH MARK IS 13 FEET E OF THE CENTER LINE OF HIGH MOUNTAIN ROAD
 KW2848'ABOUT MIDWAY BETWEEN TWO STATE FOREST BOUNDARY SIGNS, THE
 KW2848'NORTHERNMOST OF WHICH IS MENTIONED IN DESCRIPTION BELOW.  MARK CANNOT
 KW2848'BE SEEN FROM THE GROUND AND IT IS DOUBTFUL IF THE LINE COULD BE
 KW2848'CLEARED.
 KW2848'
 KW2848'TO REACH THE STATION FROM GETTYSBURG GO W ON U.S. HIGHWAY 30 FOR 7.75
 KW2848'MILES TO CASHTOWN, THEN CONTINUE ON U.S. HIGHWAY 30 FOR 7.0 MILES
 KW2848'TO JUNCTION WITH STATE HIGHWAY 233, TURN RIGHT, NE, AND GO 7.0 MILES
 KW2848'TO CROSSROADS, CONTINUE ON STATE HIGHWAY 233 FOR 4.85 MILES TO A
 KW2848'GRAVEL ROAD LEFT, 0.1 MILE AFTER CROSSING A CREEK, TURN LEFT AND GO
 KW2848'WESTERLY UP THE MOUNTAIN FOR 1.3 MILES TO A CCC CAMP, THEN
 KW2848'CONTINUE UP THE MOUNTAIN FOR 0.6 MILE TO THE RIDGE ROAD, GRAVEL, TURN
 KW2848'LEFT ON RIDGE ROAD AND GO 0.65 MILE TO A SIDE ROAD RIGHT, HIGH
 KW2848'MOUNTAIN ROAD, TURN RIGHT AND GO WESTERLY FOR 1.2 MILES TO A TRAIL
 KW2848'CROSS ROAD AT THE BOTTOM OF A SADDLE, CONTINUE STRAIGHT AHEAD FOR
 KW2848'0.15 MILE TO AZIMUTH MARK ON THE RIGHT.  CONTINUE STRAIGHT
 KW2848'AHEAD FOR ANOTHER 0.15 MILE TO A SIGN STATE FOREST BOUNDARY ON THE
 KW2848'LEFT AND A SMALL TRIANGULAR BLAZE ON THE POST SUPPORTING THE SIGN,
 KW2848'HERE TAKE A RIGHT FORK ON A TRAIL ROAD THROUGH THE WOODS FOR 0.05
 KW2848'MILE TO A FORKS, TAKE LEFT FORK ON A TRAIL ROAD UPHILL THROUGH THE
 KW2848'WOODS FOR 0.15 MILE TO A FORKS (THERE IS A SMALL TRIANGULAR BLAZE ON
 KW2848'A 2- INCH TREE IN THE FORKS) TAKE LEFT FORK AND FOLLOW TRAIL ROAD
 KW2848'UP THE RIDGE FOR 0.15 MILE TO TOP OF HILL AND STATION ON THE
 KW2848'RIGHT.
 KW2848
 KW2848                          STATION RECOVERY (1952)
 KW2848
 KW2848'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 KW2848'THE STATION, A STANDARD USC AND GS BRONZE TRIANGULATION DISC, SET IN
 KW2848'THE TOP OF A 1 FOOT SQUARE CONCRETE POST, PROJECTING 6
 KW2848'INCHES, LOCATED ON TOP OF A RIDGE OF SOUTH MOUNTAIN, WAS RECOVERED AS
 KW2848'DESCRIBED, WITH THE FOLLOWING ADDITIONS-
 KW2848'
 KW2848'THE AREA AROUND THE STATION WAS RE-CLEARED OF ALL BRUSH 5-16-52, AND
 KW2848'THE REFERENCE TREES RE-BLAZED.
 KW2848'
 KW2848'REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK RECOVERED AS DESCRIBED-AREA
 KW2848'AROUND AZIMUTH MARK RE-CLEARED OF ALL BRUSH, AND TREES BLAZED.  THE
 KW2848'SMALL 2 INCH TREE MENTIONED IN THE ACCESS DESCRIPTION IS NOW A 4 INCH
 KW2848'TREE, RE-BLAZED.
 KW2848'
 KW2848'THE STATION IS 195 FEET W OF LARGE TREE AT E EDGE OF CLEARING, 135
 KW2848'FEET SW OF LARGE TREE AT SE EDGE OF CLEARING, THESE TREES BEING 136
 KW2848'FEET APART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2301 ***********************************************************************
 MA2301  DESIGNATION -  HAYS LOT LOOKOUT TOWER 1958
 MA2301  PID         -  MA2301
 MA2301  STATE/COUNTY-  PA/JEFFERSON
 MA2301  USGS QUAD   -  MUNDERF (1977)
 MA2301
 MA2301                         *CURRENT SURVEY CONTROL
 MA2301  ___________________________________________________________________
 MA2301* NAD 83(1992)-  41 19 01.78988(N)    078 59 40.24533(W)     ADJUSTED  
 MA2301* NAVD 88     -       612.43   (+/-2cm)    2009.3    (feet)  VERTCON   
 MA2301  ___________________________________________________________________
 MA2301  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 MA2301  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 MA2301
 MA2301  HORZ ORDER  -  THIRD
 MA2301  VERT ORDER  -  THIRD ? (See Below)
 MA2301
 MA2301.The horizontal coordinates were established by classical geodetic methods
 MA2301.and adjusted by the National Geodetic Survey in June 2002..
 MA2301
 MA2301.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2301.The vertical order pertains to the NGVD 29 superseded value.
 MA2301
 MA2301.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2301
 MA2301.The geoid height was determined by GEOID03.
 MA2301
 MA2301;                    North         East     Units Scale Factor Converg.
 MA2301;SPC PA N     -   128,515.515   495,804.160   MT  0.99995836   -0 49 23.9
 MA2301;SPC PA N     -   421,637.99  1,626,650.81   sFT  0.99995836   -0 49 23.9
 MA2301;UTM  17      - 4,575,906.211   667,857.924   MT  0.99994677   +1 19 27.8
 MA2301
 MA2301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2301!SPC PA N     -   0.99990900  x   0.99995836  =   0.99986736
 MA2301!UTM  17      -   0.99990900  x   0.99994677  =   0.99985578
 MA2301
 MA2301:                Primary Azimuth Mark                     Grid Az
 MA2301:SPC PA N     -  ZIMMERMAN HILL FIRE TOWER                000 50 54.4
 MA2301:UTM  17      -  ZIMMERMAN HILL FIRE TOWER                358 42 02.7
 MA2301
 MA2301|---------------------------------------------------------------------|
 MA2301| PID    Reference Object                     Distance      Geod. Az  |
 MA2301|                                                           dddmmss.s |
 MA2301| MA2307 ZIMMERMAN HILL FIRE TOWER           APPROX. 9.3 KM 0000130.5 |
 MA2301|---------------------------------------------------------------------|
 MA2301
 MA2301                          SUPERSEDED SURVEY CONTROL
 MA2301
 MA2301  NAD 83(1986)-  41 19 01.79113(N)    078 59 40.24743(W) AD(       ) 3
 MA2301  NAD 27      -  41 19 01.56883(N)    078 59 41.11824(W) AD(       ) 3
 MA2301  NGVD 29 (07/19/86)  612.57   (m)         2009.7    (f) LEVELING    3  
 MA2301
 MA2301.Superseded values are not recommended for survey control.
 MA2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2301.See file dsdata.txt to determine how the superseded data were derived.
 MA2301
 MA2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF6785875906(NAD 83)
 MA2301_MARKER: Z = SEE DESCRIPTION
 MA2301_SETTING: 0 = UNSPECIFIED SETTING
 MA2301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA2301
 MA2301  HISTORY     - Date     Condition        Report By
 MA2301  HISTORY     - 1938     MONUMENTED       USGS
 MA2301  HISTORY     - 1957     SEE DESCRIPTION  CGS
 MA2301
 MA2301                          STATION DESCRIPTION
 MA2301
 MA2301'DESCRIBED BY US GEOLOGICAL SURVEY 1938 (APR)
 MA2301'STATION WAS RECOVERED IN GOOD CONDITION.  MARK IS A STANDARD
 MA2301'(U.S.G.S.) DISK
 MA2301'(UNSTAMPED) SET IN A ROUND CONCRETE POST, FLUSH WITH GROUND AND IS
 MA2301'SET DIRECTLY UNDER CENTER OF FIRE TOWER, 12.196
 MA2301'METERS (40.008 FEET) W OF STATION LOT.
 MA2301'
 MA2301'TO REACH FROM POST OFFICE IN RIDGWAY, GO SE ON ROUTE 949, 8.05 MILES
 MA2301'TO A Y, KEEP R OVER RR TRACKS AND CONTINUE 9.96 MILES TO A
 MA2301'FOURCORNERS, SIGN POINTING TO R (HALTON 7 MILES), TURN R WITH 949 AND
 MA2301'CONTINUE 1.8 MILES TO ANOTHER FOURCORNERS, TURN L ON SIGEL
 MA2301'ROAD AND GO 2.6 MILES TO FOURCORNERS, CONTINUE STRAIGHT AHEAD 0.55
 MA2301'MILE TO FIRE TOWER AND STATION ON L.
 MA2301
 MA2301                          STATION RECOVERY (1957)
 MA2301
 MA2301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 MA2301'STATION WAS RECOVERED BY PLOTTING ON TOPOGRAPHIC SHEET.  STATION WAS
 MA2301'NOT VISITED.  THE POSITION OF THE STATION WAS LISTED UNDER THE
 MA2301'NAME OF LOT FIRE TOWER AND DESCRIBED UNDER THE NAME HAYS LOT USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2335 ***********************************************************************
 MA2335  DESIGNATION -  HAZEL
 MA2335  PID         -  MA2335
 MA2335  STATE/COUNTY-  PA/MCKEAN
 MA2335  USGS QUAD   -  HAZEL HURST (1969)
 MA2335
 MA2335                         *CURRENT SURVEY CONTROL
 MA2335  ___________________________________________________________________
 MA2335* NAD 83(1992)-  41 42 17.02552(N)    078 34 24.43817(W)     ADJUSTED  
 MA2335* NAVD 88     -       592.4    (meters)    1944.     (feet)  VERTCON   
 MA2335  ___________________________________________________________________
 MA2335  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 MA2335  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 MA2335
 MA2335  HORZ ORDER  -  SECOND
 MA2335
 MA2335.The horizontal coordinates were established by classical geodetic methods
 MA2335.and adjusted by the National Geodetic Survey in June 2002..
 MA2335
 MA2335.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2335
 MA2335.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2335
 MA2335.The geoid height was determined by GEOID03.
 MA2335
 MA2335;                    North         East     Units Scale Factor Converg.
 MA2335;SPC PA N     -   171,135.476   531,464.768   MT  0.99996938   -0 32 41.1
 MA2335;SPC PA N     -   561,466.97  1,743,647.33   sFT  0.99996938   -0 32 41.1
 MA2335;UTM  17      - 4,619,838.685   701,894.069   MT  1.00010162   +1 36 53.7
 MA2335
 MA2335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2335!SPC PA N     -   0.99991207  x   0.99996938  =   0.99988145
 MA2335!UTM  17      -   0.99991207  x   1.00010162  =   1.00001368
 MA2335
 MA2335:                Primary Azimuth Mark                     Grid Az
 MA2335:SPC PA N     -  HAZEL AZ MK                              044 02 58.2
 MA2335:UTM  17      -  HAZEL AZ MK                              041 53 23.4
 MA2335
 MA2335|---------------------------------------------------------------------|
 MA2335| PID    Reference Object                     Distance      Geod. Az  |
 MA2335|                                                           dddmmss.s |
 MA2335| MA0704 HAZEL AZ MK                                        0433017.1 |
 MA2335| CJ9959 HAZEL RM 1                           11.673 METERS 18059     |
 MA2335| CJ9960 HAZEL RM 2                           12.176 METERS 26007     |
 MA2335|---------------------------------------------------------------------|
 MA2335
 MA2335                          SUPERSEDED SURVEY CONTROL
 MA2335
 MA2335  NAD 83(1996)-  41 42 17.02587(N)    078 34 24.43798(W) AD(       ) 2
 MA2335  NAD 83(1986)-  41 42 17.02666(N)    078 34 24.43605(W) AD(       ) 2
 MA2335  NAD 27      -  41 42 16.79982(N)    078 34 25.35569(W) AD(       ) 2
 MA2335  NGVD 29 (07/19/86)  592.5    (m)         1944.     (f) VERT ANG       
 MA2335
 MA2335.Superseded values are not recommended for survey control.
 MA2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2335.See file dsdata.txt to determine how the superseded data were derived.
 MA2335
 MA2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG0189419839(NAD 83)
 MA2335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MA2335+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2005
 MA2335
 MA2335  HISTORY     - Date     Condition        Report By
 MA2335  HISTORY     - 1968     MONUMENTED       CGS
 MA2335  HISTORY     - 20010331 GOOD             NGS
 MA2335  HISTORY     - 20050620 GOOD             USPSQD
 MA2335
 MA2335                          STATION DESCRIPTION
 MA2335
 MA2335'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA2335'THE STATION IS LOCATED ABOUT 3 MILES EAST-SOUTHEAST OF MT. JEWETT,
 MA2335'0.25 MILE SOUTH OF U.S. HIGHWAY 6 AND 0.5 MILE EAST OF HAZEL HURST.
 MA2335'IT IS ON THE PROPERTY OF MR. FORREST LITE.
 MA2335'
 MA2335'TO REACH THE STATION FROM THE POST OFFICE IN HAZEL HURST, GO EAST AND
 MA2335'NORTHEAST ON U.S. HIGHWAY 6 FOR 0.5 MILE TO POWERLINE POLE NO.
 MA2335'2940 AND SIGN HAZELHURST ON THE LEFT AND THE END OF TRUCK TRAVEL.
 MA2335'PACK SOUTH ALONG A FENCELINE FOR 375 YARDS TO A 24-INCH TRIANGULAR
 MA2335'BLAZED MAPLE TREE, TURN RIGHT AND PACK WEST-SOUTHWEST FOR 189 FEET TO
 MA2335'THE STATION.
 MA2335'
 MA2335'THE STATION MARK IS 189 FEET WEST-SOUTHWEST OF THE 24-INCH TRIANGULAR
 MA2335'BLAZED TREE, 100 FEET EAST OF A 6-INCH TRIANGULAR BLAZED TREE AND
 MA2335'4.5 FEET NORTHEAST OF A METAL WITNESS POST.  THE MARK IS A STANDARD
 MA2335'DISK WELDED TO THE TOP OF A 3-INCH GALVANIZED PIPE PROJECTING 3
 MA2335'INCHES AND IS STAMPED HAZEL 1968.
 MA2335'
 MA2335'REFERENCE MARK NO. 1 IS 91 FEET EAST OF THE 6-INCH TRIANGULAR BLAZED
 MA2335'PINE TREE AND 34.6 FEET SOUTH OF THE METAL WITNESS POST.
 MA2335'THE MARK IS A STANDARD DISK WELDED TO THE TOP OF A 3-INCH GALVANIZED
 MA2335'PIPE PROJECTING 2 INCHES AND IS STAMPED HAZEL NO 1 1968.
 MA2335'
 MA2335'REFERENCE MARK NO. 2 IS 63 FEET EAST-NORTHEAST OF THE 6-INCH
 MA2335'TRIANGULAR BLAZED PINE TREE AND 37.3 FEET WEST OF THE METAL WITNESS
 MA2335'POST.  THE MARK IS A STANDARD DISK WELDED TO THE TOP OF A 3-INCH
 MA2335'GALVANIZED PIPE PROJECTING 4 INCHES AND IS STAMPED HAZEL NO 2
 MA2335'1968.
 MA2335'
 MA2335'THE AZIMUTH MARK IS 41 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 MA2335'GARAGE, 22 FEET SOUTHEAST OF THE CENTERLINE OF U.S.  HIGHWAY 6, 11
 MA2335'FEET NORTH OF THE APPROXIMATE CENTER OF A DRIVEWAY AND 1.8 FEET
 MA2335'NORTHWEST OF A METAL WITNESS POST.  THE MARK IS A STANDARD DISK
 MA2335'CEMENTED IN A DRILL HOLE IN THE NORTH END OF A CONCRETE CATCH BASIN
 MA2335'AND IS STAMPED HAZEL 1968.
 MA2335'
 MA2335'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN HAZEL HURST, GO
 MA2335'EAST AND NORTHEAST ON U.S. HIGHWAY 6 FOR 1.1 MILES TO THE MARK ON
 MA2335'THE RIGHT.
 MA2335'
 MA2335'NOTE- STATION, RM 1 AND 2 ARE PAINTED ORANGE.
 MA2335'
 MA2335'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 MA2335
 MA2335                          STATION RECOVERY (2001)
 MA2335
 MA2335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MA2335'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MA2335
 MA2335                          STATION RECOVERY (2005)
 MA2335
 MA2335'RECOVERY NOTE BY US POWER SQUADRON 2005 (SG)
 MA2335'STATION IS LOCATED IN DENSE WOODS AND UNDERBRUSH. VIEW IS BLOCKED IN
 MA2335'ALL DIRECTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU4507 ***********************************************************************
 JU4507  DESIGNATION -  HAZEL
 JU4507  PID         -  JU4507
 JU4507  STATE/COUNTY-  PA/PHILADELPHIA
 JU4507  USGS QUAD   -  PHILADELPHIA (1994)
 JU4507
 JU4507                         *CURRENT SURVEY CONTROL
 JU4507  ___________________________________________________________________
 JU4507* NAD 83(1996)-  39 57 11.71268(N)    075 14 40.29186(W)     ADJUSTED  
 JU4507* NAVD 88     -        33.2    (meters)     109.     (feet)  GPS OBS   
 JU4507  ___________________________________________________________________
 JU4507  X           -   1,246,994.347 (meters)                     COMP
 JU4507  Y           -  -4,734,578.905 (meters)                     COMP
 JU4507  Z           -   4,074,008.238 (meters)                     COMP
 JU4507  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 JU4507  ELLIP HEIGHT-           0.23  (meters)          (08/10/01) GPS OBS
 JU4507  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JU4507
 JU4507  HORZ ORDER  -  FIRST
 JU4507  ELLP ORDER  -  FOURTH    CLASS II
 JU4507
 JU4507.The horizontal coordinates were established by GPS observations
 JU4507.and adjusted by the National Geodetic Survey in May 1999..
 JU4507
 JU4507.The orthometric height was determined by GPS observations and a
 JU4507.high-resolution geoid model.
 JU4507
 JU4507.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4507
 JU4507.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4507
 JU4507.The ellipsoidal height was determined by GPS observations
 JU4507.and is referenced to NAD 83.
 JU4507
 JU4507.The geoid height was determined by GEOID03.
 JU4507
 JU4507;                    North         East     Units Scale Factor Converg.
 JU4507;SPC PA S     -    71,869.556   814,068.579   MT  0.99999694   +1 37 31.9
 JU4507;SPC PA S     -   235,792.03  2,670,823.33   sFT  0.99999694   +1 37 31.9
 JU4507;UTM  18      - 4,422,597.459   479,113.138   MT  0.99960537   -0 09 25.3
 JU4507
 JU4507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4507!SPC PA S     -   0.99999996  x   0.99999694  =   0.99999690
 JU4507!UTM  18      -   0.99999996  x   0.99960537  =   0.99960533
 JU4507
 JU4507                          SUPERSEDED SURVEY CONTROL
 JU4507
 JU4507  NAD 83(1992)-  39 57 11.71214(N)    075 14 40.29204(W) AD(       ) 1
 JU4507  ELLIP H (06/28/94)    0.17   (m)                       GP(       ) 4 1
 JU4507
 JU4507.Superseded values are not recommended for survey control.
 JU4507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4507.See file dsdata.txt to determine how the superseded data were derived.
 JU4507
 JU4507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7911322597(NAD 83)
 JU4507_MARKER: DD = SURVEY DISK
 JU4507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4507_SP_SET: CONCRETE POST
 JU4507_STAMPING: HAZEL 1993
 JU4507_MARK LOGO: PA6540
 JU4507_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JU4507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4507+STABILITY: SURFACE MOTION
 JU4507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4507+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JU4507
 JU4507  HISTORY     - Date     Condition        Report By
 JU4507  HISTORY     - 1993     MONUMENTED       PA6540
 JU4507
 JU4507                          STATION DESCRIPTION
 JU4507
 JU4507'DESCRIBED BY CITY OF PHILADELPHIA PENNSYLVANIA 1993
 JU4507'THE STATION IS LOCATED IN THE 3RD WARD OF THE CITY OF PHILADELPHIA,
 JU4507'INWEST PHILADELPHIA, IN A RESIDENTIAL SECTION OF THE CITY ON A
 JU4507'CONCRETE FOOTWAY, 6.3 FT (1.9 M) EAST OF THE EAST CURB LINE OF 61ST
 JU4507'STREET, AND 61.4 FT (18.7 M) SOUTH OF THE SOUTH CURB LINE OF HAZEL
 JU4507'AVENUE. THE MARK IS SET IN A CONCRETE MONUMENT, WITHIN A PVC BOX WITH
 JU4507'A LOCKED METAL COVER SET FLUSH WITH THE FOOTWAY. THE MARK IS A CITY
 JU4507'OF PHILADELPHIA HORIZONTAL CONTROL NETWORK BRASS DISC STAMPED HAZEL
 JU4507'1993. SEE THE 7TH DISTRICT SURVEYOR AND REGULATOR TO OBTAIN
 JU4507'ACCESS TO THE STATION.
 JU4507'TO REACH THE STATION FROM EASTBOUND AND WESTBOUND I-76, TAKE
 JU4507'THE CITY LINE AVENUE (US ROUTE 1 SOUTH) EXIT OFF OF I-76 (SCHUYLKILL
 JU4507'EXPRESSWAY). GO SOUTHWEST ON CITY LINE AVENUE (US 1 SOUTH) FOR 3.0 MI
 JU4507'(4.8 KM) TO LANCASTER AVENUE. TURN LEFT ON LANCASTER AVENUE AND GO
 JU4507'SOUTHEAST FOR 0.5 MI (0.8 KM) TO 63RD STREET. TURN RIGHT ON 63RD
 JU4507'STREET AND GO SOUTH FOR 2.2 MI (3.5 KM) TO HAZEL AVENUE. TURN LEFT ON
 JU4507'HAZEL AVENUE AND GO EAST FOR 0.3 MI (0.5 KM) TO 61ST STREET AND THE
 JU4507'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0704 ***********************************************************************
 MA0704  DESIGNATION -  HAZEL AZ MK
 MA0704  PID         -  MA0704
 MA0704  STATE/COUNTY-  PA/MCKEAN
 MA0704  USGS QUAD   -  HAZEL HURST (1969)
 MA0704
 MA0704                         *CURRENT SURVEY CONTROL
 MA0704  ___________________________________________________________________
 MA0704* NAD 83(1986)-  41 42 46.     (N)    078 33 46.     (W)     SCALED    
 MA0704* NAVD 88     -       522.715  (meters)    1714.94   (feet)  ADJUSTED  
 MA0704  ___________________________________________________________________
 MA0704  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 MA0704  DYNAMIC HT  -         522.492 (meters)    1714.21  (feet)  COMP
 MA0704  MODELED GRAV-     980,179.7   (mgal)                       NAVD 88
 MA0704
 MA0704  VERT ORDER  -  SECOND    CLASS 0
 MA0704
 MA0704.The horizontal coordinates were scaled from a topographic map and have
 MA0704.an estimated accuracy of +/- 6 seconds.
 MA0704
 MA0704.The orthometric height was determined by differential leveling
 MA0704.and adjusted by the National Geodetic Survey in June 1991..
 MA0704
 MA0704.The geoid height was determined by GEOID03.
 MA0704
 MA0704.The dynamic height is computed by dividing the NAVD 88
 MA0704.geopotential number by the normal gravity value computed on the
 MA0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0704.degrees latitude (g = 980.6199 gals.).
 MA0704
 MA0704.The modeled gravity was interpolated from observed gravity values.
 MA0704
 MA0704;                    North         East    Units  Estimated Accuracy
 MA0704;SPC PA N     -   172,020.      532,360.      MT  (+/- 180 meters Scaled)
 MA0704
 MA0704                          SUPERSEDED SURVEY CONTROL
 MA0704
 MA0704  NGVD 29 (??/??/92)  522.849  (m)         1715.38   (f) ADJ UNCH    2 0
 MA0704
 MA0704.Superseded values are not recommended for survey control.
 MA0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0704.See file dsdata.txt to determine how the superseded data were derived.
 MA0704
 MA0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG027207(NAD 83)
 MA0704_MARKER: DZ = AZIMUTH MARK DISK
 MA0704_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0704_SP_SET: CATCH BASIN
 MA0704_STAMPING: HAZEL 1968
 MA0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0704
 MA0704  HISTORY     - Date     Condition        Report By
 MA0704  HISTORY     - 1968     MONUMENTED       CGS
 MA0704  HISTORY     - 20010331 GOOD             NGS
 MA0704
 MA0704                          STATION DESCRIPTION
 MA0704
 MA0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MA0704'1.1 MI NE FROM HAZELHURST.
 MA0704'ABOUT 1.1 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM THE POST
 MA0704'OFFICE IN HAZELHURST, SET IN THE TOP OF THE NORTH END OF THE
 MA0704'BACKWALL OF A CATCH BASIN, 41 FEET NORTHWEST OF THE NORTHWEST
 MA0704'CORNER OF A GARAGE, 22 FEET SOUTHEAST OF THE CENTERLINE OF
 MA0704'THE HIGHWAY, 11 FEET NORTH OF THE APPROXIMATE CENTER OF A DRIVEWAY,
 MA0704'1.8 FEET NORTHWEST OF A METAL WITNESS SIGN AND IS ABOUT LEVEL
 MA0704'OF THE HIGHWAY.
 MA0704
 MA0704                          STATION RECOVERY (2001)
 MA0704
 MA0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MA0704'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ2320 ***********************************************************************
 AJ2320  DESIGNATION -  HAZEL AZ MK RESET
 AJ2320  PID         -  AJ2320
 AJ2320  STATE/COUNTY-  PA/MCKEAN
 AJ2320  USGS QUAD   -  HAZEL HURST (1969)
 AJ2320
 AJ2320                         *CURRENT SURVEY CONTROL
 AJ2320  ___________________________________________________________________
 AJ2320* NAD 83(1986)-  41 42 46.     (N)    078 33 46.     (W)     SCALED    
 AJ2320* NAVD 88     -       522.78   (meters)    1715.2    (feet)  RESET     
 AJ2320  ___________________________________________________________________
 AJ2320  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 AJ2320
 AJ2320  VERT ORDER  -  THIRD
 AJ2320
 AJ2320.The horizontal coordinates were scaled from a topographic map and have
 AJ2320.an estimated accuracy of +/- 6 seconds.
 AJ2320
 AJ2320.The orthometric height was computed from unverified reset data.
 AJ2320.No vertical observational check was made to the station.
 AJ2320
 AJ2320.The geoid height was determined by GEOID03.
 AJ2320
 AJ2320;                    North         East    Units  Estimated Accuracy
 AJ2320;SPC PA N     -   172,020.      532,360.      MT  (+/- 180 meters Scaled)
 AJ2320
 AJ2320                          SUPERSEDED SURVEY CONTROL
 AJ2320
 AJ2320.No superseded survey control is available for this station.
 AJ2320
 AJ2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG027207(NAD 83)
 AJ2320_MARKER: DZ = AZIMUTH MARK DISK
 AJ2320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2320_STAMPING: HAZEL AZI RESET 1999
 AJ2320_MARK LOGO: NGS   
 AJ2320_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2320+STABILITY: SURFACE MOTION
 AJ2320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2320+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2005
 AJ2320
 AJ2320  HISTORY     - Date     Condition        Report By
 AJ2320  HISTORY     - 1999     MONUMENTED       PADT
 AJ2320  HISTORY     - 20050620 GOOD             USPSQD
 AJ2320
 AJ2320                          STATION DESCRIPTION
 AJ2320
 AJ2320'DESCRIBED BY PA DEPT OF TRANSP 1999 (WDL)
 AJ2320'ABOUT 1.1 MILES (1.8 KM) NORTHEAST ALONG US HIGHWAY 6 FROM THE POST
 AJ2320'OFFICE IN HAZELHURST, SET IN TOP OF CONCRETE BLOCK 1.0 M (3.3 FT) X
 AJ2320'0.77 M (2.53 FT) X 0.88 M, (2.89 FT) SOUTHWEST OF TYPE S INLET, 12.5 M
 AJ2320'(41.0 FT) NORTHWEST CORNER OF A GARAGE, 6.7 M (22.0 FT) SOUTHEAST OF
 AJ2320'THE CENTERLINE OF THE HIGHWAY, 3.4 M (11.2 FT) NORTH OF APPROXIMATE
 AJ2320'CENTER OF A DRIVEWAY AND IS 0.50 M (1.64 FT) LOWER THAN THE ROAD, AT
 AJ2320'SEGMENT 540 OFFSET 400 M.  (1312.3 FT)
 AJ2320
 AJ2320                          STATION RECOVERY (2005)
 AJ2320
 AJ2320'RECOVERY NOTE BY US POWER SQUADRON 2005 (SG)
 AJ2320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2691 ***********************************************************************
 KV2691  DESIGNATION -  HAZLETON
 KV2691  PID         -  KV2691
 KV2691  STATE/COUNTY-  PA/LUZERNE
 KV2691  USGS QUAD   -  HAZLETON (1995)
 KV2691
 KV2691                         *CURRENT SURVEY CONTROL
 KV2691  ___________________________________________________________________
 KV2691* NAD 83(1986)-  40 57 22.     (N)    075 58 36.     (W)     SCALED    
 KV2691* NAVD 88     -       500.524  (meters)    1642.14   (feet)  ADJUSTED  
 KV2691  ___________________________________________________________________
 KV2691  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KV2691  DYNAMIC HT  -         500.275 (meters)    1641.32  (feet)  COMP
 KV2691  MODELED GRAV-     980,110.4   (mgal)                       NAVD 88
 KV2691
 KV2691  VERT ORDER  -  SECOND    CLASS 0
 KV2691
 KV2691.The horizontal coordinates were scaled from a topographic map and have
 KV2691.an estimated accuracy of +/- 6 seconds.
 KV2691
 KV2691.The orthometric height was determined by differential leveling
 KV2691.and adjusted by the National Geodetic Survey in June 1991..
 KV2691
 KV2691.The geoid height was determined by GEOID03.
 KV2691
 KV2691.The dynamic height is computed by dividing the NAVD 88
 KV2691.geopotential number by the normal gravity value computed on the
 KV2691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2691.degrees latitude (g = 980.6199 gals.).
 KV2691
 KV2691.The modeled gravity was interpolated from observed gravity values.
 KV2691
 KV2691;                    North         East    Units  Estimated Accuracy
 KV2691;SPC PA N     -    89,200.      749,290.      MT  (+/- 180 meters Scaled)
 KV2691
 KV2691                          SUPERSEDED SURVEY CONTROL
 KV2691
 KV2691  NGVD 29 (??/??/??)  500.712  (m)         1642.75   (f) ADJUSTED    2 0
 KV2691
 KV2691.Superseded values are not recommended for survey control.
 KV2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2691.See file dsdata.txt to determine how the superseded data were derived.
 KV2691
 KV2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL178343(NAD 83)
 KV2691_MARKER: DB = BENCH MARK DISK
 KV2691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2691_SP_SET: STONE POST
 KV2691_STAMPING: HAZLETON 1934
 KV2691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2691+STABILITY: SURFACE MOTION
 KV2691
 KV2691  HISTORY     - Date     Condition        Report By
 KV2691  HISTORY     - 1934     MONUMENTED       CGS
 KV2691  HISTORY     - 1959     GOOD             CGS
 KV2691  HISTORY     - 19950701 MARK NOT FOUND   USGS
 KV2691
 KV2691                          STATION DESCRIPTION
 KV2691
 KV2691'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV2691'AT HAZLETON.
 KV2691'AT HAZLETON, LUZERNE COUNTY, ABOUT 80 FEET NORTH OF THE INTERSECTION
 KV2691'OF GREEN AND CHURCH STREETS, IN FRONT OF THE CITY HALL, 18 FEET
 KV2691'SOUTH OF THE CENTER LINE OF THE ENTRANCE, 16 FEET WEST OF THE
 KV2691'CENTER LINE OF CHURCH STREET, 6 FEET SOUTH OF A LIGHT STANDARD,
 KV2691'AND BETWEEN THE SIDEWALK AND THE CURB.  A STANDARD DISK, STAMPED
 KV2691'HAZLETON 1934 AND SET IN THE TOP OF A STONE POST.
 KV2691
 KV2691                          STATION RECOVERY (1959)
 KV2691
 KV2691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KV2691'RECOVERED IN GOOD CONDITION.
 KV2691
 KV2691                          STATION RECOVERY (1995)
 KV2691
 KV2691'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (DH)
 KV2691'SEARCHED 1/2 HOUR WITH METAL DETECTOR.  DESCRIBED SITE IS NOW A
 KV2691'CONCRETE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3878 ***********************************************************************
 KV3878  DESIGNATION -  HAZLETON AUTO LITE CO TANK
 KV3878  PID         -  KV3878
 KV3878  STATE/COUNTY-  PA/LUZERNE
 KV3878  USGS QUAD   -  HAZLETON (1995)
 KV3878
 KV3878                         *CURRENT SURVEY CONTROL
 KV3878  ___________________________________________________________________
 KV3878* NAD 83(1992)-  40 56 11.73565(N)    075 58 09.70266(W)     ADJUSTED  
 KV3878* NAVD 88     -                                                        
 KV3878  ___________________________________________________________________
 KV3878  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 KV3878  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KV3878
 KV3878  HORZ ORDER  -  THIRD
 KV3878
 KV3878.The horizontal coordinates were established by classical geodetic methods
 KV3878.and adjusted by the National Geodetic Survey in June 2002..
 KV3878
 KV3878
 KV3878.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3878
 KV3878.The geoid height was determined by GEOID03.
 KV3878
 KV3878;                    North         East     Units Scale Factor Converg.
 KV3878;SPC PA N     -    87,044.764   749,946.010   MT  0.99999183   +1 10 40.7
 KV3878;SPC PA N     -   285,579.36  2,460,447.87   sFT  0.99999183   +1 10 40.7
 KV3878;UTM  18      - 4,532,170.676   418,396.549   MT  0.99968196   -0 38 06.7
 KV3878
 KV3878                          SUPERSEDED SURVEY CONTROL
 KV3878
 KV3878  NAD 83(1986)-  40 56 11.73531(N)    075 58 09.70472(W) AD(       ) 4
 KV3878  NAD 27      -  40 56 11.42400(N)    075 58 10.95900(W) AD(       ) 3
 KV3878
 KV3878.Superseded values are not recommended for survey control.
 KV3878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3878.See file dsdata.txt to determine how the superseded data were derived.
 KV3878
 KV3878_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL1839732171(NAD 83)
 KV3878_MARKER: 53 = ELEVATED TANK
 KV3878
 KV3878  HISTORY     - Date     Condition        Report By
 KV3878  HISTORY     - 1959     FIRST OBSERVED   CGS
 KV3878  HISTORY     - 1965     GOOD             CGS
 KV3878
 KV3878                          STATION DESCRIPTION
 KV3878
 KV3878'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 KV3878'THE STATION IS LOCATED ABOUT 1.0 MILE SOUTH OF THE CENTRAL SECTION OF
 KV3878'HAZLETON, 0.16 MILE EAST OF POPLAR STREET, IN THE SOUTHEAST CORNER
 KV3878'OF THE YARD OF THE AUTO LITE COMPANY AND 150 FEET SOUTH OF THE
 KV3878'SOUTHEAST CORNER OF THE AUTO LIGHT COMPANY PLANT BUILDING.  IT
 KV3878'IS A 4-LEGGED STEEL LACED CHANNEL COLUMNS STRUCTURE WITH A TANK ON
 KV3878'TOP.  THE TANK HAS A HEMISPHERICAL BOTTOM, A CONE SHAPED TOP
 KV3878'WITH A BALL SHAPED VENTILATOR ON THE TOP AND CENTER.  THE OVERALL
 KV3878'HEIGHT OF THE STRUCTURE IS APPROXIMATELY 130 FEET AND IS SILVER IN
 KV3878'COLOR.
 KV3878'
 KV3878'THE POINT INTERSECTED WAS THE BALL ON TOP.
 KV3878
 KV3878                          STATION RECOVERY (1965)
 KV3878
 KV3878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EP)
 KV3878'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3879 ***********************************************************************
 KV3879  DESIGNATION -  HAZLETON AUTO LITE CO STACK
 KV3879  PID         -  KV3879
 KV3879  STATE/COUNTY-  PA/LUZERNE
 KV3879  USGS QUAD   -  HAZLETON (1995)
 KV3879
 KV3879                         *CURRENT SURVEY CONTROL
 KV3879  ___________________________________________________________________
 KV3879* NAD 83(1992)-  40 56 16.59812(N)    075 58 09.03120(W)     ADJUSTED  
 KV3879* NAVD 88     -                                                        
 KV3879  ___________________________________________________________________
 KV3879  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 KV3879  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KV3879
 KV3879  HORZ ORDER  -  THIRD
 KV3879
 KV3879.The horizontal coordinates were established by classical geodetic methods
 KV3879.and adjusted by the National Geodetic Survey in June 2002..
 KV3879
 KV3879
 KV3879.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3879
 KV3879.The geoid height was determined by GEOID03.
 KV3879
 KV3879;                    North         East     Units Scale Factor Converg.
 KV3879;SPC PA N     -    87,195.052   749,958.630   MT  0.99999163   +1 10 41.1
 KV3879;SPC PA N     -   286,072.43  2,460,489.27   sFT  0.99999163   +1 10 41.1
 KV3879;UTM  18      - 4,532,320.443   418,413.912   MT  0.99968192   -0 38 06.3
 KV3879
 KV3879                          SUPERSEDED SURVEY CONTROL
 KV3879
 KV3879  NAD 83(1986)-  40 56 16.59783(N)    075 58 09.03342(W) AD(       ) 4
 KV3879  NAD 27      -  40 56 16.28700(N)    075 58 10.28600(W) AD(       ) 3
 KV3879
 KV3879.Superseded values are not recommended for survey control.
 KV3879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3879.See file dsdata.txt to determine how the superseded data were derived.
 KV3879
 KV3879_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL1841432320(NAD 83)
 KV3879_MARKER: 63 = STACK
 KV3879
 KV3879  HISTORY     - Date     Condition        Report By
 KV3879  HISTORY     - 1959     FIRST OBSERVED   CGS
 KV3879  HISTORY     - 1965     GOOD             CGS
 KV3879
 KV3879                          STATION DESCRIPTION
 KV3879
 KV3879'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 KV3879'THE STATION IS LOCATED ABOUT 1.0 MILE SOUTH OF THE CENTRAL SECTION OF
 KV3879'HAZLETON, 0.16 MILE EAST OF POPULAR STREET AND IN THE NORTHEAST
 KV3879'CORNER OF THE AUTO LITE COMPANY YARDS.  IT IS 70 FEET NORTH OF THE
 KV3879'CENTER OF THE COMPANY STREET, 25 FEET SOUTH OF AN EAST AND WEST
 KV3879'FENCE LINE AND MIDWAY BETWEEN TWO BRICK, MACHINE BUILDINGS.  THE
 KV3879'STRUCTURE IS OF RED BRICK WITH A 15 FOOT IN DIAMETER BASE AND A 8
 KV3879'FOOT IN DIAMETER TOP.  THE OVERALL HEIGHT OF THE STRUCTURE IS
 KV3879'APPROXIMATELY 200 FEET.
 KV3879'
 KV3879'THE POINT INTERSECTED WAS THE TOP AND CENTER.
 KV3879
 KV3879                          STATION RECOVERY (1965)
 KV3879
 KV3879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EP)
 KV3879'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3877 ***********************************************************************
 KV3877  DESIGNATION -  HAZLETON RADIO STA WAZL MAST
 KV3877  PID         -  KV3877
 KV3877  STATE/COUNTY-  PA/LUZERNE
 KV3877  USGS QUAD   -  HAZLETON (1995)
 KV3877
 KV3877                         *CURRENT SURVEY CONTROL
 KV3877  ___________________________________________________________________
 KV3877* NAD 83(1992)-  40 56 26.21780(N)    075 57 56.52507(W)     ADJUSTED  
 KV3877* NAVD 88     -                                                        
 KV3877  ___________________________________________________________________
 KV3877  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 KV3877  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KV3877
 KV3877  HORZ ORDER  -  THIRD
 KV3877
 KV3877.The horizontal coordinates were established by classical geodetic methods
 KV3877.and adjusted by the National Geodetic Survey in June 2002..
 KV3877
 KV3877
 KV3877.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3877
 KV3877.The geoid height was determined by GEOID03.
 KV3877
 KV3877;                    North         East     Units Scale Factor Converg.
 KV3877;SPC PA N     -    87,497.755   750,245.006   MT  0.99999125   +1 10 49.4
 KV3877;SPC PA N     -   287,065.55  2,461,428.82   sFT  0.99999125   +1 10 49.4
 KV3877;UTM  18      - 4,532,613.842   418,709.631   MT  0.99968133   -0 37 58.2
 KV3877
 KV3877                          SUPERSEDED SURVEY CONTROL
 KV3877
 KV3877  NAD 83(1986)-  40 56 26.21749(N)    075 57 56.52716(W) AD(       ) 4
 KV3877  NAD 27      -  40 56 25.90700(N)    075 57 57.78000(W) AD(       ) 3
 KV3877
 KV3877.Superseded values are not recommended for survey control.
 KV3877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3877.See file dsdata.txt to determine how the superseded data were derived.
 KV3877
 KV3877_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL1871032614(NAD 83)
 KV3877_MARKER: 42 = RADIO/TV MAST
 KV3877
 KV3877  HISTORY     - Date     Condition        Report By
 KV3877  HISTORY     - 1959     FIRST OBSERVED   CGS
 KV3877  HISTORY     - 1965     GOOD             CGS
 KV3877
 KV3877                          STATION DESCRIPTION
 KV3877
 KV3877'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 KV3877'THE STATION IS LOCATED ABOUT 1.0 MILE SOUTH OF THE CENTRAL SECTION OF
 KV3877'HAZLETON, ABOUT 0.75 MILE EAST OF U.S. HIGHWAY 309, ABOUT 0.34
 KV3877'MILE EAST OF THE INTERSECTION OF POPLAR STREET AND BERNER STREET,
 KV3877'ABOUT 0.2 MILE NORTHEAST OF THE NORTHEAST CORNER OF THE AUTO
 KV3877'LITE COMPANY PLANT YARDS, ABOUT 0.1 MILE SOUTHEAST OF THE NAVAL
 KV3877'RESERVE TRAINING BUILDING AND 75 FEET SOUTHEAST OF THE SOUTHEAST
 KV3877'CORNER OF THE RADIO CONTROL BUILDING.  IT IS A 6 FOOT BY 6 FOOT BY 6
 KV3877'FOOT TRIANGULAR SHAPED LACED STEEL STRUCTURE WITH A SWIVEL
 KV3877'BASE SET ON A STEEL PLATE MOUNTED ON A CONCRETE BASE.  AT THE TOP OF
 KV3877'THE STRUCTURE IS A POLE MAST WITH A FLASHING RED LIGHT.  THE
 KV3877'STRUCTURE IS PAINTED ALTERNATELY ORANGE AND WHITE AND THE OVERALL
 KV3877'HEIGHT IS APPROXIMATELY 325 FEET.
 KV3877'
 KV3877'THE POINT INTERSECTED WAS THE FLASHING RED LIGHT ON TOP AND CENTER.
 KV3877
 KV3877                          STATION RECOVERY (1965)
 KV3877
 KV3877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EP)
 KV3877'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JX1837 ***********************************************************************
 JX1837  DESIGNATION -  HEADLEY
 JX1837  PID         -  JX1837
 JX1837  STATE/COUNTY-  PA/GREENE
 JX1837  USGS QUAD   -  OAK FOREST (1977)
 JX1837
 JX1837                         *CURRENT SURVEY CONTROL
 JX1837  ___________________________________________________________________
 JX1837* NAD 83(1992)-  39 47 45.63618(N)    080 11 03.67699(W)     ADJUSTED  
 JX1837* NAVD 88     -       480.     (meters)    1575.     (feet)  SCALED    
 JX1837  ___________________________________________________________________
 JX1837  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 JX1837  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JX1837
 JX1837  HORZ ORDER  -  FIRST
 JX1837
 JX1837.The horizontal coordinates were established by classical geodetic methods
 JX1837.and adjusted by the National Geodetic Survey in June 2002..
 JX1837
 JX1837.The orthometric height was scaled from a topographic map.
 JX1837
 JX1837.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1837
 JX1837.The geoid height was determined by GEOID03.
 JX1837
 JX1837;                    North         East     Units Scale Factor Converg.
 JX1837;SPC PA S     -    54,246.972   391,525.141   MT  1.00002431   -1 34 45.8
 JX1837;SPC PA S     -   177,975.27  1,284,528.73   sFT  1.00002431   -1 34 45.8
 JX1837;SPC WV N     -   144,103.573   541,390.569   MT  0.99994513   -0 26 11.3
 JX1837;UTM  17      - 4,405,434.876   569,830.400   MT  0.99966003   +0 31 19.5
 JX1837
 JX1837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1837!SPC PA S     -   0.99992990  x   1.00002431  =   0.99995420
 JX1837!SPC WV N     -   0.99992990  x   0.99994513  =   0.99987503
 JX1837!UTM  17      -   0.99992990  x   0.99966003  =   0.99958995
 JX1837
 JX1837|---------------------------------------------------------------------|
 JX1837| PID    Reference Object                     Distance      Geod. Az  |
 JX1837|                                                           dddmmss.s |
 JX1837| CX4667 HEADLEY RM 1                         15.687 METERS 07735     |
 JX1837| CX4668 HEADLEY RM 2                         14.634 METERS 21054     |
 JX1837| CX4666 HEADLEY AZ MK                                      2975454.3 |
 JX1837|---------------------------------------------------------------------|
 JX1837
 JX1837                          SUPERSEDED SURVEY CONTROL
 JX1837
 JX1837  NAD 83(1995)-  39 47 45.63625(N)    080 11 03.67703(W) AD(       ) 1
 JX1837  NAD 83(1986)-  39 47 45.64083(N)    080 11 03.68261(W) AD(       ) 1
 JX1837  NAD 27      -  39 47 45.37040(N)    080 11 04.43850(W) AD(       ) 1
 JX1837
 JX1837.Superseded values are not recommended for survey control.
 JX1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1837.See file dsdata.txt to determine how the superseded data were derived.
 JX1837
 JX1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE6983005435(NAD 83)
 JX1837_MARKER: DS = TRIANGULATION STATION DISK
 JX1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1837
 JX1837  HISTORY     - Date     Condition        Report By
 JX1837  HISTORY     - 1941     MONUMENTED       CGS
 JX1837
 JX1837                          STATION DESCRIPTION
 JX1837
 JX1837'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1837'THE STATION IS ABOUT 7-1/2 MILES S OF WAYNESBURG ON THE HIGHEST POINT
 JX1837'OF A PASTURE HILL ABOUT 1/4 MILE N OF A HOUSE AND LARGE
 JX1837'BARN.  IT IS FLUSH WITH THE GROUND AND IS STAMPED HEADLEY 1941.
 JX1837'
 JX1837'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JX1837'BRONZE DISKS SET IN CONCRETE.
 JX1837'
 JX1837'REFERENCE MARK NO. 1 PROJECTS ONE INCH, AND IS STAMPED HEADLEY 1941
 JX1837'NO. 1.
 JX1837'
 JX1837'REFERENCE MARK NO. 2 IS FLUSH WITH THE GROUND, AND IS STAMPED HEADLEY
 JX1837'1941 NO. 2.
 JX1837'
 JX1837'AZIMUTH MARK IS AT A ROAD T INTERSECTION.  IT IS 25 FEET S OF THE
 JX1837'CENTER OF ONE ROAD, 13 FEET E OF THE CENTER OF THE OTHER, AND
 JX1837'12.6 FEET SW OF A TELEPHONE POLE NO. 12.  IT PROJECTS 6 INCHES AND IS
 JX1837'STAMPED HEADLEY 1941.
 JX1837'
 JX1837'TO REACH FROM THE COURTHOUSE IN WAYNESBURG, GO E ONE BLOCK AND TURN
 JX1837'RIGHT ONTO STATE HIGHWAY 218, THENCE SOUTHERLY 4.8
 JX1837'MILES AND TURN LEFT TOWARD A RED BRICK SCHOOLHOUSE, THENCE MEANDER
 JX1837'SOUTHEASTERLY ON THE MAIN TRAVELED ROAD 2.3 MILES TO A
 JX1837'DEFORMED CROSS CROSSROADS AND CONTINUE STRAIGHT AHEAD UPHILL, THENCE
 JX1837'0.3 MILE TO A ROAD T INTERSECTION AT THE
 JX1837'AZIMUTH MARK AND TURN LEFT, THENCE EASTERLY ABOUT 75 YARDS AND TAKE
 JX1837'THE LEFT FORK, THENCE 0.8 MILE TO A GATE ON THE LEFT NEAR A
 JX1837'HOUSE AND LARGE BARN.  PASS THROUGH THE GATE AND GO 0.2
 JX1837'MILE NORTHERLY ACROSS PASTURE TO THE TOP OF THE HILL AND THE STATION.
 JX1837'
 JX1837'LIGHTS ELEVATED 48, 74, 74, 8, 74, 74, AND 74 FEET AT TENANT, BURTON,
 JX1837'OAK, CALL, TIME, BLACK, AND HUGHES, RESPECTIVELY, WERE
 JX1837'VISIBLE FROM THE GROUND.  LIGHTS ELEVATED 8 FEET AT WELLS AND 74 FEET
 JX1837'AT THOMAS WERE VISIBLE 24 AND 37 FEET, RESPECTIVELY,
 JX1837'ABOVE THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1925 ***********************************************************************
 MA1925  DESIGNATION -  HEATH
 MA1925  PID         -  MA1925
 MA1925  STATE/COUNTY-  PA/JEFFERSON
 MA1925  USGS QUAD   -  SUMMERVILLE (1969)
 MA1925
 MA1925                         *CURRENT SURVEY CONTROL
 MA1925  ___________________________________________________________________
 MA1925* NAD 83(1992)-  41 07 07.21634(N)    079 10 10.11773(W)     ADJUSTED  
 MA1925* NAVD 88     -       503.     (meters)    1650.     (feet)  SCALED    
 MA1925  ___________________________________________________________________
 MA1925  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 MA1925  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 MA1925
 MA1925  HORZ ORDER  -  SECOND
 MA1925
 MA1925.The horizontal coordinates were established by classical geodetic methods
 MA1925.and adjusted by the National Geodetic Survey in June 2002..
 MA1925
 MA1925.The orthometric height was scaled from a topographic map.
 MA1925
 MA1925.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1925
 MA1925.The geoid height was determined by GEOID03.
 MA1925
 MA1925;                    North         East     Units Scale Factor Converg.
 MA1925;SPC PA N     -   106,700.349   480,795.359   MT  0.99997036   -0 56 20.5
 MA1925;SPC PA N     -   350,066.06  1,577,409.44   sFT  0.99997036   -0 56 20.5
 MA1925;SPC PA S     -   199,201.670   480,788.352   MT  1.00002743   -0 55 15.4
 MA1925;SPC PA S     -   653,547.48  1,577,386.45   sFT  1.00002743   -0 55 15.4
 MA1925;UTM  17      - 4,553,545.506   653,676.905   MT  0.99989066   +1 12 14.5
 MA1925
 MA1925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1925!SPC PA N     -   0.99992626  x   0.99997036  =   0.99989662
 MA1925!SPC PA S     -   0.99992626  x   1.00002743  =   0.99995368
 MA1925!UTM  17      -   0.99992626  x   0.99989066  =   0.99981693
 MA1925
 MA1925|---------------------------------------------------------------------|
 MA1925| PID    Reference Object                     Distance      Geod. Az  |
 MA1925|                                                           dddmmss.s |
 MA1925| MA1926 21                                   15.462 METERS 07103     |
 MA1925| MA1924 21 RM                                15.485 METERS 29112     |
 MA1925| MA1930 AIRWAY BCN 2 MI SW OF CORSICA       APPROX. 7.3 KM 3134511.7 |
 MA1925|---------------------------------------------------------------------|
 MA1925
 MA1925                          SUPERSEDED SURVEY CONTROL
 MA1925
 MA1925  NAD 83(1986)-  41 07 07.21798(N)    079 10 10.12071(W) AD(       ) 2
 MA1925  NAD 27      -  41 07 06.98300(N)    079 10 10.98320(W) AD(       ) 2
 MA1925
 MA1925.Superseded values are not recommended for survey control.
 MA1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1925.See file dsdata.txt to determine how the superseded data were derived.
 MA1925
 MA1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF5367753546(NAD 83)
 MA1925_MARKER: Z = SEE DESCRIPTION
 MA1925_SETTING: 0 = UNSPECIFIED SETTING
 MA1925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1925
 MA1925  HISTORY     - Date     Condition        Report By
 MA1925  HISTORY     - 1958     MONUMENTED       CGS
 MA1925
 MA1925                          STATION DESCRIPTION
 MA1925
 MA1925'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 MA1925'THE STATION IS ABOUT 5 MILES SOUTHWEST OF BROOKVILLE AND 1.0 MILE
 MA1925'EAST OF SUMMERVILLE ON THE NORTH END OF A PROMINENT TIMBERED RIDGE
 MA1925'WHICH IS ABOUT 1/4 MILE WEST OF REDBANK CREEK AND IS ON THE PROPERTY
 MA1925'OWNED BY MR. C.B. SMITH.
 MA1925'
 MA1925'TO REACH FROM THE POST OFFICE IN SUMMERVILLE, GO SOUTHEASTERLY ACROSS
 MA1925'A CONCRETE BRIDGE WHICH IS DIRECTLY IN FRONT OF POST OFFICE, AND
 MA1925'FOLLOW A SURFACED ROAD FOR 0.7 MILE TO A SIDE ROAD ON THE LEFT.  TURN
 MA1925'LEFT AND FOLLOW SURFACED ROAD FOR 0.8 MILE TO CEMETERY AT THE TOP
 MA1925'OF RIDGE.  CONTINUE ON SURFACED ROAD FOR 0.15 MILE TO A DIRT ROAD ON
 MA1925'THE LEFT.  TURN SHARP LEFT AND GO 0.45 MILE TO HOME OF MR. J.B.
 MA1925'HETRICK.  PASS TO THE LEFT OF BARN AND GO UP HILL ON A DIRT ROAD FOR
 MA1925'0.2 MILE TO A CUT AT CLIFF.  TURN RIGHT AND FOLLOW CUT FOR 0.1 MILE
 MA1925'TO THE END OF TRUCK TRAVEL.  PACK NORTHWESTERLY, UP STEEP GRADE,
 MA1925'FOR ABOUT 15 MINUTES TO HIGHEST PART OF RIDGE AND THE STATION.
 MA1925'
 MA1925'STATION MARKS ARE STANDARD DISKS STAMPED DISKS STAMPED HEATH 1958.
 MA1925'THE SURFACE DISK IS BRAZED TO THE TOP OF A 3-INCH PIPE WHICH
 MA1925'PROJECTS 6 INCHES.  IT IS 18 FEET NORTHEAST OF A TRIANGULAR BLAZE ON
 MA1925'A 16-INCH TREE AND 13 FEET SOUTH OF A TRIANGULAR BLAZE ON AN
 MA1925'18-INCH TREE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 MA1925'CONCRETE 30 INCHES BELOW THE SURFACE OF THE GROUND.
 MA1925'
 MA1925'REFERENCE MARK NO. 1 IS A U.S. ENGINEER DEPARTMENT MARK, NO STAMPING.
 MA1925'IT IS A COPPER PIN SET IN A 4 X 4 INCH CONCRETE POST WHICH
 MA1925'PROJECTS 3 INCHES.  THE MARK IS 45 FEET EAST OF A TRIANGULAR BLAZE ON
 MA1925'AN 18-INCH TREE AND 5 FEET SOUTH OF A TRIANGULAR BLAZE ON A 20-INCH
 MA1925'TREE.
 MA1925'
 MA1925'REFERENCE MARK NO. 2 IS A U.S. ENGINEER DEPARTMENT MARK, NO STAMPING.
 MA1925'IT IS A CROSS ON A 1-INCH BOLT SET IN A 6 X 6 INCH CONCRETE POST
 MA1925'WHICH PROJECTS 6 INCHES.  THE MARK IS 49 FEET WEST OF A TRIANGULAR
 MA1925'BLAZE ON AN 18-INCH TREE AND 47 FEET NORTHWEST OF A TRIANGULAR
 MA1925'BLAZE ON A 16-INCH TREE.
 MA1925'
 MA1925'NO AZIMUTH MARK WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1044 ***********************************************************************
 MA1044  DESIGNATION -  HEBER
 MA1044  PID         -  MA1044
 MA1044  STATE/COUNTY-  PA/JEFFERSON
 MA1044  USGS QUAD   -  BROOKVILLE (1969)
 MA1044
 MA1044                         *CURRENT SURVEY CONTROL
 MA1044  ___________________________________________________________________
 MA1044* NAD 83(1992)-  41 09 55.10526(N)    079 04 10.34096(W)     ADJUSTED  
 MA1044* NAVD 88     -       444.779  (meters)    1459.25   (feet)  ADJUSTED  
 MA1044  ___________________________________________________________________
 MA1044  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 MA1044  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 MA1044  DYNAMIC HT  -         444.574 (meters)    1458.57  (feet)  COMP
 MA1044  MODELED GRAV-     980,148.7   (mgal)                       NAVD 88
 MA1044
 MA1044  HORZ ORDER  -  SECOND
 MA1044  VERT ORDER  -  SECOND    CLASS 0
 MA1044
 MA1044.The horizontal coordinates were established by classical geodetic methods
 MA1044.and adjusted by the National Geodetic Survey in June 2002..
 MA1044
 MA1044.The orthometric height was determined by differential leveling
 MA1044.and adjusted by the National Geodetic Survey in June 1991..
 MA1044
 MA1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1044
 MA1044.The geoid height was determined by GEOID03.
 MA1044
 MA1044.The dynamic height is computed by dividing the NAVD 88
 MA1044.geopotential number by the normal gravity value computed on the
 MA1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1044.degrees latitude (g = 980.6199 gals.).
 MA1044
 MA1044.The modeled gravity was interpolated from observed gravity values.
 MA1044
 MA1044;                    North         East     Units Scale Factor Converg.
 MA1044;SPC PA N     -   111,746.093   489,266.165   MT  0.99996647   -0 52 22.5
 MA1044;SPC PA N     -   366,620.31  1,605,200.74   sFT  0.99996647   -0 52 22.5
 MA1044;UTM  17      - 4,558,904.214   661,952.553   MT  0.99992281   +1 16 15.5
 MA1044
 MA1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1044!SPC PA N     -   0.99993533  x   0.99996647  =   0.99990181
 MA1044!UTM  17      -   0.99993533  x   0.99992281  =   0.99985815
 MA1044
 MA1044|---------------------------------------------------------------------|
 MA1044| PID    Reference Object                     Distance      Geod. Az  |
 MA1044|                                                           dddmmss.s |
 MA1044| MA1043 HEBER RM 1                           17.840 METERS 00647     |
 MA1044| MA1045 HEBER RM 2                           17.315 METERS 11504     |
 MA1044| MA1911 BROOKVILLE CATHOLIC CH SPIRE        APPROX. 0.8 KM 2270239.3 |
 MA1044| MA1919 BROOKVILLE NW MUN WATER TANK        APPROX. 2.0 KM 2790031.6 |
 MA1044| MA1748 HEBER 2 RM 3                         92.121 METERS 28838     |
 MA1044| MA1749 HEBER 2                              65.913 METERS 31719     |
 MA1044|---------------------------------------------------------------------|
 MA1044
 MA1044                          SUPERSEDED SURVEY CONTROL
 MA1044
 MA1044  NAD 83(1986)-  41 09 55.10653(N)    079 04 10.34380(W) AD(       ) 2
 MA1044  NAD 27      -  41 09 54.87100(N)    079 04 11.21680(W) AD(       ) 2
 MA1044  NGVD 29 (??/??/92)  444.923  (m)         1459.72   (f) ADJ UNCH    2 0
 MA1044
 MA1044.Superseded values are not recommended for survey control.
 MA1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1044.See file dsdata.txt to determine how the superseded data were derived.
 MA1044
 MA1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF6195358904(NAD 83)
 MA1044_MARKER: DS = TRIANGULATION STATION DISK
 MA1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1044_STAMPING: HEBER 1958
 MA1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1044+STABILITY: SURFACE MOTION
 MA1044
 MA1044  HISTORY     - Date     Condition        Report By
 MA1044  HISTORY     - 1958     MONUMENTED       CGS
 MA1044  HISTORY     - 1958     GOOD             CGS
 MA1044  HISTORY     - 1977     GOOD             NGS
 MA1044  HISTORY     - 1977     GOOD             LOCENG
 MA1044
 MA1044                          STATION DESCRIPTION
 MA1044
 MA1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 MA1044'THE STATION IS LOCATED ABOUT 3/4 MILES NORTHEAST OF BROOKVILLE AND
 MA1044'0.1 MILES EAST OF STATE HIGHWAY 968.
 MA1044'
 MA1044'TO REACH FROM THE JEFFERSON COUNTY COURTHOUSE IN BROOKVILLE, GO EAST
 MA1044'ON U.S. HIGHWAY 322 FOR 0.4 MILES TO JUNCTION WITH STATE HIGHWAY
 MA1044'968.  TURN LEFT AND GO NORTH ON HIGHWAY 968 (RICHARDS STREET) FOR
 MA1044'0.45 MILES TO A DRIVEWAY RIGHT.  TURN SHARP RIGHT AND GO SOUTH ON
 MA1044'DRIVEWAY FOR 0.05 MILES TO A FORK.  TURN LEFT AND GO 200 FEET TO AN
 MA1044'OLD BARN.  BEAR LEFT, ALONG THE SOUTH EDGE OF A FIELD, FOR ABOUT
 MA1044'0.05 MILES TO THE STATION AT THE SOUTHWEST EDGE OF THE WOODS.
 MA1044'
 MA1044'THE STATION IS ON PROPERTY OWNED BY ALICE M. HEBER, ABOUT 500 FEET
 MA1044'NORTHEAST OF THE BARN AT THE BASE OF THE HILL, 53 FEET NORTH OF
 MA1044'AN ISOLATED OAK TREE ON THE SLOPE OF THE HILL, 30 FEET WEST OF A
 MA1044'TALL, FORKED OAK TREE AT THE TREE-LINE.  STATION IS MARKED BY A
 MA1044'STANDARD STATION DISK STAMPED, HEBER 1958 SET IN THE CENTER OF A 10
 MA1044'INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 MA1044'
 MA1044'RM 1 IS AT THE EDGE OF THE WOODS, 66 FEET NORTH OF THE FORKED OAK
 MA1044'TREE.  MARKED BY A STANDARD REFERENCE MARK DISK STAMPED, HEBER
 MA1044'NO 1 1958 SET IN THE CENTER OF A 10 INCH SQUARE CONCRETE POST FLUSH
 MA1044'WITH THE GROUND.
 MA1044'
 MA1044'RM 2 IS AT THE EDGE OF THE WOODS, 34 FEET EAST OF AN ISOLATED 1 FOOT
 MA1044'OAK TREE ON THE SLOPE OF THE HILL, 30 FEET SOUTHEAST OF THE
 MA1044'FORKED OAK TREE AT THE EDGE OF THE WOODS.  MARKED BY A STANDARD
 MA1044'REFERENCE MARK DISK STAMPED, HEBER NO 2 1958 SET IN THE CENTER OF A
 MA1044'10 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 MA1044
 MA1044                          STATION RECOVERY (1958)
 MA1044
 MA1044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 MA1044'AT BROOKVILLE.
 MA1044'ABOUT 0.4 MILE EAST ALONG U.S. HIGHWAY 322 FROM THE COURTHOUSE
 MA1044'IN BROOKVILLE, THENCE NORTH ON STATE HIGHWAY 968 FOR 0.45 MILE,
 MA1044'THENCE EAST AND NORTH ON PRIVATE ROAD FOR 0.1 MILE.  IT IS ABOUT
 MA1044'500 FEET NORTHEAST OF THE BARN AT BASE OF THE HILL, 30 FEET WEST
 MA1044'OF A TALL FORKED OAK TREE AT EDGE OF THE WOODS AND 53 FEET NORTH OF
 MA1044'AN ISOLATED TREE ON SLOPE OF THE HILL.  A TRIANGULATION STATION
 MA1044'DISK IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 MA1044
 MA1044                          STATION RECOVERY (1977)
 MA1044
 MA1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MA1044'THE STATION MARK AND REFERENCE MARK TWO WERE RECOVERED AND FOUND IN
 MA1044'GOOD CONDITION.  REFERENCE MARK ONE WAS FOUND IN THE PRONE
 MA1044'POSITION.  THE DISTANCE AND DIRECTION TO REFERENCE MARK TWO WERE
 MA1044'WITHIN CLOSE AGREEMENT WITH THE 1958 OBSERVATIONS.
 MA1044'
 MA1044'A DIFFERENCE OF 2 DEGREES IN AZIMUTH DIRECTION TO THE BROOKVILLE
 MA1044'IMMACULATE CONCEPTION CATHOLIC CHURCH CROSS 1958 WAS NOTED.
 MA1044'
 MA1044'THE HILL ON WHICH THE STATION IS LOCATED IS TO BE CUT DOWN AND HOUSES
 MA1044'BUILT.  A NEW STATION HEBER 2 WAS ESTABLISHED.
 MA1044'
 MA1044'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3/4 MILE NORTHEAST
 MA1044'OF BROOKVILLE.
 MA1044
 MA1044                          STATION RECOVERY (1977)
 MA1044
 MA1044'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 MA1044'STATION IS ON THE BRINK OF A PRECIPICE AND SHOULD BE RESET.  RM 1 IS
 MA1044'DESTROYED.  RM 2 APPEARS UNDISTURBED..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1749 ***********************************************************************
 MA1749  DESIGNATION -  HEBER 2
 MA1749  PID         -  MA1749
 MA1749  STATE/COUNTY-  PA/JEFFERSON
 MA1749  USGS QUAD   -  BROOKVILLE (1969)
 MA1749
 MA1749                         *CURRENT SURVEY CONTROL
 MA1749  ___________________________________________________________________
 MA1749* NAD 83(1992)-  41 09 56.67594(N)    079 04 12.25771(W)     ADJUSTED  
 MA1749* NAVD 88     -       432.78   (+/-2cm)    1419.9    (feet)  VERTCON   
 MA1749  ___________________________________________________________________
 MA1749  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 MA1749  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 MA1749
 MA1749  HORZ ORDER  -  THIRD
 MA1749  VERT ORDER  -  THIRD ? (See Below)
 MA1749
 MA1749.The horizontal coordinates were established by classical geodetic methods
 MA1749.and adjusted by the National Geodetic Survey in June 2002..
 MA1749.No horizontal observational check was made to the station.
 MA1749
 MA1749.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA1749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA1749.The vertical order pertains to the NGVD 29 superseded value.
 MA1749
 MA1749.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1749
 MA1749.The geoid height was determined by GEOID03.
 MA1749
 MA1749;                    North         East     Units Scale Factor Converg.
 MA1749;SPC PA N     -   111,795.221   489,222.226   MT  0.99996644   -0 52 23.8
 MA1749;SPC PA N     -   366,781.49  1,605,056.59   sFT  0.99996644   -0 52 23.8
 MA1749;UTM  17      - 4,558,951.661   661,906.809   MT  0.99992263   +1 16 14.3
 MA1749
 MA1749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1749!SPC PA N     -   0.99993722  x   0.99996644  =   0.99990366
 MA1749!UTM  17      -   0.99993722  x   0.99992263  =   0.99985985
 MA1749
 MA1749|---------------------------------------------------------------------|
 MA1749| PID    Reference Object                     Distance      Geod. Az  |
 MA1749|                                                           dddmmss.s |
 MA1749| MA1044 HEBER                                65.913 METERS 13719     |
 MA1749| MA1911 BROOKVILLE CATHOLIC CH SPIRE        APPROX. 0.8 KM 2223142.6 |
 MA1749| MA1748 HEBER 2 RM 3                         46.654 METERS 24557     |
 MA1749| MA1919 BROOKVILLE NW MUN WATER TANK        APPROX. 1.9 KM 2774808.0 |
 MA1749| MA1747 HEBER 2 RM 4                         18.886 METERS 31406     |
 MA1749|---------------------------------------------------------------------|
 MA1749
 MA1749                          SUPERSEDED SURVEY CONTROL
 MA1749
 MA1749  NAD 83(1986)-  41 09 56.67724(N)    079 04 12.26058(W) AD(       ) 3
 MA1749  NAD 27      -  41 09 56.44285(N)    079 04 13.13395(W) AD(       ) 3
 MA1749  NGVD 29 (07/19/86)  432.93   (m)         1420.4    (f) LEVELING    3  
 MA1749
 MA1749.Superseded values are not recommended for survey control.
 MA1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1749.See file dsdata.txt to determine how the superseded data were derived.
 MA1749
 MA1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF6190758952(NAD 83)
 MA1749_MARKER: DS = TRIANGULATION STATION DISK
 MA1749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1749_STAMPING: HEBER 2 1977
 MA1749_PROJECTION: PROJECTING 3 CENTIMETERS
 MA1749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1749+STABILITY: SURFACE MOTION
 MA1749
 MA1749  HISTORY     - Date     Condition        Report By
 MA1749  HISTORY     - 1977     MONUMENTED       NGS
 MA1749  HISTORY     - 1977     GOOD             NGS
 MA1749
 MA1749                          STATION DESCRIPTION
 MA1749
 MA1749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MA1749'THE STATION IS LOCATED 3/4 MILE NORTHEAST OF BROOKVILLE, 0.1 MILE
 MA1749'SOUTHEAST OF STATE HIGHWAY 968, 1/2 MILE SOUTH OF INTERSTATE
 MA1749'HIGHWAY 80, AND ON PROPERTY OWNED BY HETRICK DEVELOPER CORPORATION,
 MA1749'BROOKVILLE.
 MA1749'
 MA1749'TO REACH FROM THE JEFFERSON COUNTY COURTHOUSE IN BROOKVILLE, GO
 MA1749'EAST ON U.S. HIGHWAY 322 AND STATE HIGHWAY 28 (MAIN STREET) FOR
 MA1749'0.35 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHEAST ON
 MA1749'STATE HIGHWAY 968 (RICHARDS ROAD) FOR 0.5 MILE TO A SIDE ROAD
 MA1749'RIGHT.  TURN RIGHT AND GO SOUTH ON PENNSYLVANIA AVENUE FOR 0.05
 MA1749'MILE TO A CROSS STREET.  CONTINUE SOUTH ON A BLADED ROAD FOR
 MA1749'0.05 MILE TO THE STATION ON THE RIGHT.
 MA1749'
 MA1749'THE STATION SURFACE MARK IS A STANDARD DISK STAMPED HEBER 2 1977,
 MA1749'SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH
 MA1749'WITH THE SURFACE.  THE SUB-SURFACE DISK IS STAMPED HEBER 2 1977,
 MA1749'SET IN THE TOP OF AN 8-INCH MASS OF CONCRETE WHICH IS 40 INCHES
 MA1749'BELOW THE SURFACE.  THEY ARE 144 FEET SOUTHEAST OF THE SOUTH
 MA1749'CURB OF PENNSYLVANIA AVENUE, 84 FEET WEST OF THE CENTER OF A
 MA1749'TRACK ROAD, 84 FEET EAST-SOUTHEAST OF THE SOUTH CORNER OF MR.
 MA1749'DAVE PIERCES HOME, 72 FEET SOUTH-SOUTHEAST OF THE EAST
 MA1749'CORNER OF MR. PIERCES HOME, AND 5.2 FEET NORTHEAST OF A
 MA1749'WITNESS POST.
 MA1749'
 MA1749'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HEBER 2 NO 3 1977
 MA1749'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A PATIO ON THE
 MA1749'SOUTHEAST SIDE OF MR. GLEN GOURLEYS HOME.  IT IS 48.5 FEET EAST OF
 MA1749'THE SOUTH CORNER OF MR. GOURLEYS HOUSE, 21 FEET SOUTH-SOUTHWEST OF
 MA1749'THE EAST CORNER OF MR. GOURLEYS HOUSE, AND 158 FEET WEST OF THE
 MA1749'WITNESS POST.
 MA1749'
 MA1749'REFERENCE MARK 4 IS A STANDARD DISK STAMPED HEBER 2 NO 4 1977
 MA1749'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A PATIO ON THE
 MA1749'SOUTHEAST SIDE OF MR. DAVE PIERCES HOME.  IT IS 62 FEET
 MA1749'NORTHWEST OF THE WITNESS POST, 53 FEET EAST OF THE SOUTH CORNER
 MA1749'OF MR. PIERCES HOME, AND 20 FEET SOUTH-SOUTHWEST OF THE EAST
 MA1749'CORNER OF MR. PIERCES HOME.
 MA1749'
 MA1749'TRIANGULATION STATION HAUCK 1958 MAY BE USED AS AN AZIMUTH MARK
 MA1749'FOR THIS STATION, SEE DESCRIPTION THEREOF.
 MA1749'
 MA1749'NEAREST TOWN--BROOKVILLE.
 MA1749
 MA1749                          STATION RECOVERY (1977)
 MA1749
 MA1749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 MA1749'0.75 MI NE FROM BROOKSVILLE.
 MA1749'0.35 MILES EAST ALONG U.S. HIGHWAY 322 AND STATE HIGHWAY 8
 MA1749'(MAIN STREET) FROM THE COURTHOUSE IN BROOKVILLE,  THENCE 0.5 MILE
 MA1749'NORTHEAST ALONG STATE HIGHWAY 968 (RICHARDS ROAD),  THENCE 0.05 MILE
 MA1749'SOUTHEAST ALONG PENNSYLVANIA AVENUE TO A CROSSROADS, THENCE 0.05
 MA1749'MILE SOUTHEAST ALONG A TRACK ROAD, 144 FEET SOUTHEAST OF
 MA1749'PENNSYLVANIA AVENUE, 84 FEET WEST OF THE CENTER OF THE TRACK ROAD,
 MA1749'84 FEET EAST SOUTHEAST OF THE SOUTH CORNER OF MR. DAVE PIERCES HOME,
 MA1749'72 FEET SOUTH SOUTHEAST OF THE EAST CORNER OF MR PIERCES HOME AND
 MA1749'5.2 FEET NORTHEAST OF A UNDERGROUND CABLE MARKER.
 MA1749'THE MARK IS 5.2 FT  NE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1748 ***********************************************************************
 MA1748  DESIGNATION -  HEBER 2 RM 3
 MA1748  PID         -  MA1748
 MA1748  STATE/COUNTY-  PA/JEFFERSON
 MA1748  USGS QUAD   -  BROOKVILLE (1969)
 MA1748
 MA1748                         *CURRENT SURVEY CONTROL
 MA1748  ___________________________________________________________________
 MA1748* NAD 83(1992)-  41 09 56.05966(N)    079 04 14.08528(W)     ADJUSTED  
 MA1748* NAVD 88     -       428.93   (+/-2cm)    1407.2    (feet)  VERTCON   
 MA1748  ___________________________________________________________________
 MA1748  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 MA1748  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 MA1748
 MA1748  HORZ ORDER  -  THIRD
 MA1748  VERT ORDER  -  THIRD ? (See Below)
 MA1748
 MA1748.The horizontal coordinates were established by classical geodetic methods
 MA1748.and adjusted by the National Geodetic Survey in June 2002..
 MA1748.No horizontal observational check was made to the station.
 MA1748
 MA1748.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA1748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA1748.The vertical order pertains to the NGVD 29 superseded value.
 MA1748
 MA1748.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1748
 MA1748.The geoid height was determined by GEOID03.
 MA1748
 MA1748;                    North         East     Units Scale Factor Converg.
 MA1748;SPC PA N     -   111,776.862   489,179.338   MT  0.99996645   -0 52 25.0
 MA1748;SPC PA N     -   366,721.25  1,604,915.88   sFT  0.99996645   -0 52 25.0
 MA1748;UTM  17      - 4,558,931.711   661,864.639   MT  0.99992246   +1 16 13.1
 MA1748
 MA1748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1748!SPC PA N     -   0.99993782  x   0.99996645  =   0.99990427
 MA1748!UTM  17      -   0.99993782  x   0.99992246  =   0.99986028
 MA1748
 MA1748|---------------------------------------------------------------------|
 MA1748| PID    Reference Object                     Distance      Geod. Az  |
 MA1748|                                                           dddmmss.s |
 MA1748| MA1749 HEBER 2                              46.654 METERS 06557     |
 MA1748| MA1044 HEBER                                92.121 METERS 10838     |
 MA1748|---------------------------------------------------------------------|
 MA1748
 MA1748                          SUPERSEDED SURVEY CONTROL
 MA1748
 MA1748  NAD 83(1986)-  41 09 56.06095(N)    079 04 14.08818(W) AD(       ) 3
 MA1748  NAD 27      -  41 09 55.82543(N)    079 04 14.96508(W) AD(       ) 3
 MA1748  NGVD 29 (07/19/86)  429.08   (m)         1407.7    (f) LEVELING    3  
 MA1748
 MA1748.Superseded values are not recommended for survey control.
 MA1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1748.See file dsdata.txt to determine how the superseded data were derived.
 MA1748
 MA1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF6186558932(NAD 83)
 MA1748_MARKER: DR = REFERENCE MARK DISK
 MA1748_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1748_SP_SET: PATIO DECK
 MA1748_STAMPING: HEBER 2 NO 3 1977
 MA1748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1748
 MA1748  HISTORY     - Date     Condition        Report By
 MA1748  HISTORY     - 1977     MONUMENTED       NGS
 MA1748  HISTORY     - 1977     GOOD             NGS
 MA1748
 MA1748                          STATION DESCRIPTION
 MA1748
 MA1748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MA1748'THE STATION HEBER 2 IS LOCATED 3/4 MILE NORTHEAST OF BROOKVILLE, 0.1
 MA1748'MILE SOUTHEAST OF STATE HIGHWAY 968, 1/2 MILE SOUTH OF INTERSTATE
 MA1748'HIGHWAY 80, AND ON PROPERTY OWNED BY HETRICK DEVELOPER CORPORATION,
 MA1748'BROOKVILLE.
 MA1748'
 MA1748'TO REACH STATION HEBER 2 FROM THE JEFFERSON COUNTY COURTHOUSE IN
 MA1748'BROOKVILLE, GO EAST ON U.S. HIGHWAY 322 AND STATE HIGHWAY 28 (MAIN
 MA1748'STREET) FOR 0.35 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH-
 MA1748'EAST ON STATE HIGHWAY 968 (RICHARDS ROAD) FOR 0.5 MILE TO A SIDE ROAD
 MA1748'RIGHT.  TURN RIGHT AND GO SOUTH ON PENNSYLVANIA AVENUE FOR
 MA1748'0.05 MILE TO A CROSS STREET.  CONTINUE SOUTH ON A BLADED ROAD
 MA1748'FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 MA1748'
 MA1748'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HEBER 2 NO 3 1977
 MA1748'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A PATIO ON THE
 MA1748'SOUTHEAST SIDE OF MR. GLEN GOURLEYS HOME.  IT IS 48.5 FEET EAST OF
 MA1748'THE SOUTH CORNER OF MR. GOURLEYS HOUSE, 21 FEET SOUTH-SOUTHWEST
 MA1748'OF THE EAST CORNER OF MR. GOURLEYS HOUSE, AND 158 FEET WEST OF
 MA1748'THE WITNESS POST.
 MA1748'
 MA1748'NEAREST TOWN--BROOKVILLE.
 MA1748
 MA1748                          STATION RECOVERY (1977)
 MA1748
 MA1748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 MA1748'0.75 MI NE FROM BROOKVILLE.
 MA1748'0.35 MILE EAST ALONG U.S HIGHWAY 322 AND STATE HIGHWAY 28
 MA1748'(MAIN STREET) FROM THE COURT HOUSE IN BROOKVILLE,  THENCE 0.35 MILE
 MA1748'NORTHEAST ALONG STATE HIGHWAY 968 (RICHARDS AVENUE),  THENCE 0.05
 MA1748'MILE SOUTHEAST ALONG PENNSYLVANIA AVENUE TO A CROSSROADS,  THENCE
 MA1748'SOUTHWEST ON PAVED STREET FOR 0.05 MILE TO SECOND HOUSE ON THE LEFT
 MA1748'AND MARK BEHIND HOUSE IN SOUTH CORNER OF PATIO, 48.5 FEET EAST OF
 MA1748'THE SOUTH CORNER OF MR GILL GURLEYS HOUSE, 21 FEET SOUTH-SOUTHWEST
 MA1748'OF THE EAST CORNER AND 1.5 FEET NORTHWEST OF THE EAST CORNER OF THE
 MA1748'PATIO
 MA1748'THE MARK IS 15.8 FT  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1747 ***********************************************************************
 MA1747  DESIGNATION -  HEBER 2 RM 4
 MA1747  PID         -  MA1747
 MA1747  STATE/COUNTY-  PA/JEFFERSON
 MA1747  USGS QUAD   -  BROOKVILLE (1969)
 MA1747
 MA1747                         *CURRENT SURVEY CONTROL
 MA1747  ___________________________________________________________________
 MA1747* NAD 83(1986)-  41 09 54.     (N)    079 04 10.     (W)     SCALED    
 MA1747* NAVD 88     -       429.34   (+/-2cm)    1408.6    (feet)  VERTCON   
 MA1747  ___________________________________________________________________
 MA1747  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 MA1747
 MA1747  VERT ORDER  -  THIRD (See Below)
 MA1747
 MA1747.The horizontal coordinates were scaled from a topographic map and have
 MA1747.an estimated accuracy of +/- 6 seconds.
 MA1747
 MA1747.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA1747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA1747.The vertical order pertains to the NGVD 29 superseded value.
 MA1747
 MA1747.The geoid height was determined by GEOID03.
 MA1747
 MA1747;                    North         East    Units  Estimated Accuracy
 MA1747;SPC PA N     -   111,710.      489,270.      MT  (+/- 180 meters Scaled)
 MA1747
 MA1747                          SUPERSEDED SURVEY CONTROL
 MA1747
 MA1747  NGVD 29 (02/24/03)  429.49   (m)         1409.1    (f) RESET       3  
 MA1747
 MA1747.Superseded values are not recommended for survey control.
 MA1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1747.See file dsdata.txt to determine how the superseded data were derived.
 MA1747
 MA1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF619588(NAD 83)
 MA1747_MARKER: DR = REFERENCE MARK DISK
 MA1747_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1747_SP_SET: PATIO
 MA1747_STAMPING: HEBER 2 NO 4 1977
 MA1747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1747
 MA1747  HISTORY     - Date     Condition        Report By
 MA1747  HISTORY     - 1977     MONUMENTED       NGS
 MA1747
 MA1747                          STATION DESCRIPTION
 MA1747
 MA1747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 MA1747'0.75 MI NE FROM BROOKVILLE.
 MA1747'0.35 MILE EAST ALONG U.S HIGHWAY 322 AND STATE HIGHWAY 28
 MA1747'(MAIN STREET) FROM THE COURT HOUSE IN BROOKVILLE, THENCE NORTH ALONG
 MA1747'STATE HIGHWAY 968 (RICHARDS AVENUE)  FOR 0.35 MILE,  THENCE SOUTHEAST
 MA1747'ALONG PENNSYLVANIA AVENUE FOR 0.05 MILE TO A CROSSROADS,  THENCE
 MA1747'SOUTHWEST FOR ABOUT 200 FEET TO THE FIRST HOUSE ON THE LEFT AND THE
 MA1747'MARK IN THE SOUTH CORNER OF THE PATIO BEHIND THE HOUSE, 53 FEET EAST
 MA1747'OF SOUTH CORNER OF MR DAVE PIERCES HOUSE, 20 FEET SOUTH SOUTHWEST OF
 MA1747'THE EAST CORNER OF THE HOUSE AND 1.5 FEET NORTHWEST OF THE EAST
 MA1747'CORNER OF THE PATIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1043 ***********************************************************************
 MA1043  DESIGNATION -  HEBER RM 1
 MA1043  PID         -  MA1043
 MA1043  STATE/COUNTY-  PA/JEFFERSON
 MA1043  USGS QUAD   -  BROOKVILLE (1969)
 MA1043
 MA1043                         *CURRENT SURVEY CONTROL
 MA1043  ___________________________________________________________________
 MA1043* NAD 83(1986)-  41 09 54.     (N)    079 04 10.     (W)     SCALED    
 MA1043* NAVD 88     -       444.562  (meters)    1458.53   (feet)  ADJUSTED  
 MA1043  ___________________________________________________________________
 MA1043  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 MA1043  DYNAMIC HT  -         444.357 (meters)    1457.86  (feet)  COMP
 MA1043  MODELED GRAV-     980,148.8   (mgal)                       NAVD 88
 MA1043
 MA1043  VERT ORDER  -  SECOND    CLASS 0
 MA1043
 MA1043.The horizontal coordinates were scaled from a topographic map and have
 MA1043.an estimated accuracy of +/- 6 seconds.
 MA1043
 MA1043.The orthometric height was determined by differential leveling
 MA1043.and adjusted by the National Geodetic Survey in June 1991..
 MA1043
 MA1043.The geoid height was determined by GEOID03.
 MA1043
 MA1043.The dynamic height is computed by dividing the NAVD 88
 MA1043.geopotential number by the normal gravity value computed on the
 MA1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1043.degrees latitude (g = 980.6199 gals.).
 MA1043
 MA1043.The modeled gravity was interpolated from observed gravity values.
 MA1043
 MA1043;                    North         East    Units  Estimated Accuracy
 MA1043;SPC PA N     -   111,710.      489,270.      MT  (+/- 180 meters Scaled)
 MA1043
 MA1043                          SUPERSEDED SURVEY CONTROL
 MA1043
 MA1043  NGVD 29 (??/??/92)  444.707  (m)         1459.01   (f) ADJ UNCH    2 0
 MA1043
 MA1043.Superseded values are not recommended for survey control.
 MA1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1043.See file dsdata.txt to determine how the superseded data were derived.
 MA1043
 MA1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF619588(NAD 83)
 MA1043_MARKER: DR = REFERENCE MARK DISK
 MA1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1043_STAMPING: HEBER NO 1 1958
 MA1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1043+STABILITY: SURFACE MOTION
 MA1043
 MA1043  HISTORY     - Date     Condition        Report By
 MA1043  HISTORY     - 1958     MONUMENTED       CGS
 MA1043
 MA1043                          STATION DESCRIPTION
 MA1043
 MA1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA1043'AT BROOKVILLE.
 MA1043'ABOUT 0.4 MILE EAST ALONG U.S. HIGHWAY 322 FROM THE COURTHOUSE
 MA1043'IN BROOKVILLE, THENCE NORTH ON STATE HIGHWAY 968 FOR 0.45 MILE,
 MA1043'THENCE EAST AND NORTH ON PRIVATE ROAD FOR 0.1 MILE.  IT IS ABOUT
 MA1043'500 FEET NORTHEAST OF THE BARN AT THE BASE OF THE HILL, AT EDGE
 MA1043'OF THE WOODS, 66 FEET NORTH OF A FORKED OAK TREE.  A
 MA1043'TRIANGULATION STATION REFERENCE DISK IN THE TOP OF A 12-INCH
 MA1043'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1045 ***********************************************************************
 MA1045  DESIGNATION -  HEBER RM 2
 MA1045  PID         -  MA1045
 MA1045  STATE/COUNTY-  PA/JEFFERSON
 MA1045  USGS QUAD   -  BROOKVILLE (1969)
 MA1045
 MA1045                         *CURRENT SURVEY CONTROL
 MA1045  ___________________________________________________________________
 MA1045* NAD 83(1986)-  41 09 54.     (N)    079 04 10.     (W)     SCALED    
 MA1045* NAVD 88     -       445.566  (meters)    1461.83   (feet)  ADJUSTED  
 MA1045  ___________________________________________________________________
 MA1045  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 MA1045  DYNAMIC HT  -         445.360 (meters)    1461.15  (feet)  COMP
 MA1045  MODELED GRAV-     980,148.8   (mgal)                       NAVD 88
 MA1045
 MA1045  VERT ORDER  -  SECOND    CLASS 0
 MA1045
 MA1045.The horizontal coordinates were scaled from a topographic map and have
 MA1045.an estimated accuracy of +/- 6 seconds.
 MA1045
 MA1045.The orthometric height was determined by differential leveling
 MA1045.and adjusted by the National Geodetic Survey in June 1991..
 MA1045
 MA1045.The geoid height was determined by GEOID03.
 MA1045
 MA1045.The dynamic height is computed by dividing the NAVD 88
 MA1045.geopotential number by the normal gravity value computed on the
 MA1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1045.degrees latitude (g = 980.6199 gals.).
 MA1045
 MA1045.The modeled gravity was interpolated from observed gravity values.
 MA1045
 MA1045;                    North         East    Units  Estimated Accuracy
 MA1045;SPC PA N     -   111,710.      489,270.      MT  (+/- 180 meters Scaled)
 MA1045
 MA1045                          SUPERSEDED SURVEY CONTROL
 MA1045
 MA1045  NGVD 29 (??/??/92)  445.710  (m)         1462.30   (f) ADJ UNCH    2 0
 MA1045
 MA1045.Superseded values are not recommended for survey control.
 MA1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1045.See file dsdata.txt to determine how the superseded data were derived.
 MA1045
 MA1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF619588(NAD 83)
 MA1045_MARKER: DB = BENCH MARK DISK
 MA1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1045_STAMPING: HEBER NO 2 1958
 MA1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1045+STABILITY: SURFACE MOTION
 MA1045
 MA1045  HISTORY     - Date     Condition        Report By
 MA1045  HISTORY     - 1958     MONUMENTED       CGS
 MA1045
 MA1045                          STATION DESCRIPTION
 MA1045
 MA1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA1045'AT BROOKVILLE.
 MA1045'ABOUT 0.4 MILE EAST ALONG U.S. HIGHWAY 322 FROM THE COURTHOUSE
 MA1045'IN BROOKVILLE, THENCE NORTH ON STATE HIGHWAY 968 FOR 0.45 MILE,
 MA1045'THENCE EAST AND NORTH ON A PRIVATE ROAD FOR 0.1 MILE.  IT IS
 MA1045'ABOUT 500 FEET NORTHEAST OF THE BARN AT THE BASE OF THE HILL, 30
 MA1045'FEET SOUTHEAST OF A FORKED OAK TREE AT THE EDGE OF THE WOODS
 MA1045'AND 34 FEET EAST OF AN ISOLATED OAK TREE.  A TRIANGULATION
 MA1045'STATION REFERENCE DISK IN THE TOP OF A 12-INCH CONCRETE POST
 MA1045'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2313 ***********************************************************************
 MA2313  DESIGNATION -  HECK
 MA2313  PID         -  MA2313
 MA2313  STATE/COUNTY-  PA/MCKEAN
 MA2313  USGS QUAD   -  DERRICK CITY (1986)
 MA2313
 MA2313                         *CURRENT SURVEY CONTROL
 MA2313  ___________________________________________________________________
 MA2313* NAD 83(1992)-  41 53 12.85398(N)    078 37 19.57558(W)     ADJUSTED  
 MA2313* NAVD 88     -       698.1    (meters)    2290.     (feet)  VERTCON   
 MA2313  ___________________________________________________________________
 MA2313  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 MA2313  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 MA2313
 MA2313  HORZ ORDER  -  SECOND
 MA2313
 MA2313.The horizontal coordinates were established by classical geodetic methods
 MA2313.and adjusted by the National Geodetic Survey in June 2002..
 MA2313
 MA2313.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2313
 MA2313.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2313
 MA2313.The geoid height was determined by GEOID03.
 MA2313
 MA2313;                    North         East     Units Scale Factor Converg.
 MA2313;SPC PA N     -   191,407.666   527,619.612   MT  0.99999037   -0 34 37.0
 MA2313;SPC PA N     -   627,976.65  1,731,032.01   sFT  0.99999037   -0 34 37.0
 MA2313;UTM  17      - 4,639,953.591   697,286.233   MT  1.00007896   +1 35 17.3
 MA2313
 MA2313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2313!SPC PA N     -   0.99989554  x   0.99999037  =   0.99988591
 MA2313!UTM  17      -   0.99989554  x   1.00007896  =   0.99997449
 MA2313
 MA2313|---------------------------------------------------------------------|
 MA2313| PID    Reference Object                     Distance      Geod. Az  |
 MA2313|                                                           dddmmss.s |
 MA2313| CJ9967 HECK RM 1                            20.997 METERS 00039     |
 MA2313| CJ9968 HECK RM 2                            24.186 METERS 12414     |
 MA2313| MA2322 MARSHBURG MAST                      APPROX. 5.7 KM 2653908.1 |
 MA2313| CJ9966 HECK AZ MK                                         2661235.1 |
 MA2313|---------------------------------------------------------------------|
 MA2313
 MA2313                          SUPERSEDED SURVEY CONTROL
 MA2313
 MA2313  NAD 83(1996)-  41 53 12.85406(N)    078 37 19.57548(W) AD(       ) 2
 MA2313  NAD 83(1986)-  41 53 12.85585(N)    078 37 19.57329(W) AD(       ) 2
 MA2313  NAD 27      -  41 53 12.62900(N)    078 37 20.47800(W) AD(       ) 2
 MA2313  NGVD 29 (07/19/86)  698.2    (m)         2291.     (f) VERT ANG       
 MA2313
 MA2313.Superseded values are not recommended for survey control.
 MA2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2313.See file dsdata.txt to determine how the superseded data were derived.
 MA2313
 MA2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG9728639954(NAD 83)
 MA2313_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2313_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MA2313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA2313+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2005
 MA2313
 MA2313  HISTORY     - Date     Condition        Report By
 MA2313  HISTORY     - 1967     MONUMENTED       CGS
 MA2313  HISTORY     - 20010420 GOOD             USPSQD
 MA2313  HISTORY     - 20050527 GOOD             USPSQD
 MA2313
 MA2313                          STATION DESCRIPTION
 MA2313
 MA2313'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 MA2313'THE STATION IS LOCATED ON THE PROPERTY OWNED BY THE MINARD RUN OIL
 MA2313'COMPANY, ABOUT 5 MILES SOUTH-SOUTHEAST OF BRADFORD, 2-1/2 MILES
 MA2313'NORTHEAST OF LEWIS RUN, 2 MILES SOUTHEAST OF CUSTER CITY AND 2 MILES
 MA2313'NORTHWEST OF GIFFORD.
 MA2313'
 MA2313'TO REACH THE STATION FROM THE POST OFFICE AND THE INTERSECTION OF
 MA2313'STATE HIGHWAY 646 AND SPRINGHILL AVENUE 329 IN GIFFORD, GO
 MA2313'NORTH ON HIGHWAY 646 FOR 0.15 MILE TO A FORK.  KEEP LEFT ON
 MA2313'FAIRGROUND ROAD 513 AND GO NORTH FOR 0.25 MILE TO A FORK.  KEEP
 MA2313'LEFT, NORTH, ON A GRAVELED ROAD FOR 0.25 MILE TO A SIDE ROAD LEFT.
 MA2313'TURN LEFT AND GO WEST AND NORTH ON THE MAIN TRAVELED ROAD FOR 2.3
 MA2313'MILES TO A POWER LINE.  TURN LEFT, WEST, AND FOLLOW THE TRACK ROAD
 MA2313'UNDER THE POWER LINE FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 MA2313'
 MA2313'THE STATION MARK IS A STANDARD DISK STAMPED HECK 1967, SET IN THE TOP
 MA2313'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3 INCHES
 MA2313'ABOVE THE GROUND.  IT IS 62 FEET NORTH OF THE CENTER OF TRACK ROAD
 MA2313'WHICH IS UNDER THE POWER LINE, 22 FEET WEST-NORTHWEST OF A 24-INCH
 MA2313'TWIN TRUNKED TREE AND 6.1 FEET NORTH-NORTHEAST OF A METAL WITNESS
 MA2313'POST.
 MA2313'
 MA2313'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED HECK NO 1 1967,
 MA2313'CEMENTED IN A DRILLED HOLE IN A BOULDER WHICH PROJECTS ABOUT 2 FEET
 MA2313'ON THE NORTHERN SIDE.  IT IS 74.7 FEET NORTH OF THE METAL WITNESS
 MA2313'POST, 10 FEET WEST OF A 10-INCH TREE WITH A TRIANGULAR BLAZE AND
 MA2313'ABOUT 1 FOOT HIGHER THAN THE STATION MARK.
 MA2313'
 MA2313'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED HECK NO 2 1967,
 MA2313'CEMENTED IN A DRILLED HOLE IN A BOULDER WHICH PROJECTS ABOUT 3 FEET
 MA2313'ON THE SOUTHERN SIDE.  IT IS 78.1 FEET SOUTHEAST OF THE METAL WITNESS
 MA2313'POST, 15 FEET NORTH OF THE CENTER OF THE TRACK ROAD AND ABOUT 3
 MA2313'FEET HIGHER THAN THE STATION MARK.
 MA2313'
 MA2313'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HECK 1967, SET IN THE TOP
 MA2313'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 MA2313'ABOVE THE GROUND.  IT IS 13 FEET SOUTH OF THE CENTER OF THE TRACK
 MA2313'ROAD, 10.0 FEET SOUTHWEST OF POWER LINE POLE NO. LR 26 AND 1.6 FEET
 MA2313'NORTHEAST OF A METAL WITNESS POST.
 MA2313'
 MA2313'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG THE TRACK
 MA2313'ROAD WHICH IS UNDER THE POWER LINE FOR 0.25 MILE TO THE AZIMUTH MARK
 MA2313'ON THE LEFT.
 MA2313'
 MA2313'HEIGHT OF LIGHT ABOVE STATION MARK 34.6 METERS.
 MA2313
 MA2313                          STATION RECOVERY (2001)
 MA2313
 MA2313'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA2313'RECOVERED IN GOOD CONDITION.
 MA2313
 MA2313                          STATION RECOVERY (2005)
 MA2313
 MA2313'RECOVERY NOTE BY US POWER SQUADRON 2005 (SG)
 MA2313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1927 ***********************************************************************
 MA1927  DESIGNATION -  HEFFNER
 MA1927  PID         -  MA1927
 MA1927  STATE/COUNTY-  PA/ARMSTRONG
 MA1927  USGS QUAD   -  SUMMERVILLE (1969)
 MA1927
 MA1927                         *CURRENT SURVEY CONTROL
 MA1927  ___________________________________________________________________
 MA1927* NAD 83(1992)-  41 01 48.10368(N)    079 14 48.05932(W)     ADJUSTED  
 MA1927* NAVD 88     -       466.     (meters)    1529.     (feet)  SCALED    
 MA1927  ___________________________________________________________________
 MA1927  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 MA1927  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 MA1927
 MA1927  HORZ ORDER  -  SECOND
 MA1927
 MA1927.The horizontal coordinates were established by classical geodetic methods
 MA1927.and adjusted by the National Geodetic Survey in June 2002..
 MA1927
 MA1927.The orthometric height was scaled from a topographic map.
 MA1927
 MA1927.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1927
 MA1927.The geoid height was determined by GEOID03.
 MA1927
 MA1927;                    North         East     Units Scale Factor Converg.
 MA1927;SPC PA S     -   189,465.741   474,138.149   MT  1.00001057   -0 58 15.7
 MA1927;SPC PA S     -   621,605.52  1,555,568.24   sFT  1.00001057   -0 58 15.7
 MA1927;UTM  17      - 4,543,571.235   647,392.913   MT  0.99986738   +1 09 04.2
 MA1927
 MA1927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1927!SPC PA S     -   0.99993209  x   1.00001057  =   0.99994266
 MA1927!UTM  17      -   0.99993209  x   0.99986738  =   0.99979948
 MA1927
 MA1927|---------------------------------------------------------------------|
 MA1927| PID    Reference Object                     Distance      Geod. Az  |
 MA1927|                                                           dddmmss.s |
 MA1927| CX4670 HEFFNER RM 1                         37.649 METERS 05701     |
 MA1927| CX4669 HEFFNER AZ MK                                      0870622.1 |
 MA1927| CX4665 HAWTHORNE PRESB CHURCH SPIRE                       2491345.4 |
 MA1927| MA1946 PEOPLES NATURAL GAS CO MAST         APPROX. 8.8 KM 3382702.9 |
 MA1927| CX4671 HEFFNER RM 2                         31.800 METERS 35912     |
 MA1927|---------------------------------------------------------------------|
 MA1927
 MA1927                          SUPERSEDED SURVEY CONTROL
 MA1927
 MA1927  NAD 83(1986)-  41 01 48.10560(N)    079 14 48.06289(W) AD(       ) 2
 MA1927  NAD 27      -  41 01 47.86740(N)    079 14 48.92290(W) AD(       ) 2
 MA1927
 MA1927.Superseded values are not recommended for survey control.
 MA1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1927.See file dsdata.txt to determine how the superseded data were derived.
 MA1927
 MA1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF4739343571(NAD 83)
 MA1927_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA1927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1927_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MA1927
 MA1927  HISTORY     - Date     Condition        Report By
 MA1927  HISTORY     - 1958     MONUMENTED       CGS
 MA1927
 MA1927                          STATION DESCRIPTION
 MA1927
 MA1927'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 MA1927'THE STATION IS ABOUT 2.0 MILES NORTHEAST OF HAWTHORNE AND ABOUT 1/2
 MA1927'MILE EAST OF MAYPORT, ON THE HIGHEST PART OF A HILL WHICH IS
 MA1927'KNOWN LOCALLY AS ROUND TOP HILL.  THE HILL TOP IS IN CULTIVATION AND
 MA1927'THERE IS A FENCE LINE WHICH ENCIRCLES THE TOP PART OF HILL.
 MA1927'THE PROPERTY IS OWNED BY THE HEFFNER BROTHERS.
 MA1927'
 MA1927'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 66, IN NEW
 MA1927'BETHLEHEM, GO NORTHEASTERLY ON HIGHWAY 28 FOR 3.8 MILES TO THE POST
 MA1927'OFFICE IN THE VILLAGE OF HAWTHORNE.  CONTINUE ON HIGHWAY 28 FOR 1.75
 MA1927'MILES TO THE JUNCTION OF STATE HIGHWAY 536.  TURN SHARP
 MA1927'RIGHT, GO EASTERLY ON HIGHWAY 536 FOR 0.75 MILE TO A T-ROAD JUNCTION
 MA1927'AT THE SOUTH END OF BRIDGE OVER THE ALLEGHENY RIVER.  *TURN
 MA1927'RIGHT, AND FOLLOW THE BLACK-TOP ROAD FOR 0.5 MILE TO A DIRT SIDE ROAD
 MA1927'ON THE LEFT.  TURN LEFT, AND GO UP HILL FOR 0.35 MILE TO A FARM
 MA1927'HOUSE ON THE LEFT.  CONTINUE UP HILL FOR 0.1 MILE TO A FIELD
 MA1927'ENTRANCE ON THE LEFT AT TOP OF HILL.  TURN LEFT, GO NORTHERLY FOR 0.3
 MA1927'MILE TO A FENCE LINE AT THE EASTERLY BASE OF HILL AND THE END
 MA1927'OF TRUCK TRAVEL.  PACK WESTERLY ABOUT 200 YARDS TO THE HIGHEST PART
 MA1927'OF HILL AND THE STATION.  *TO REACH THE AZIMUTH MARK FROM THE SOUTH
 MA1927'END OF BRIDGE OVER THE ALLEGHENY RIVER, GO EASTERLY ON STATE HIGHWAY
 MA1927'536 FOR 1.05 MILES TO A DRIVEWAY LEADING SOUTH TO HOME OF
 MA1927'MR. J.H. MCNUTT AND THE AZIMUTH MARK IN THE SOUTHEAST ANGLE
 MA1927'OF ROADS.
 MA1927'
 MA1927'STATION MARKS ARE STANDARD DISKS STAMPED HEFFNER 1958.  THE SURFACE
 MA1927'DISK IS SET IN A ROUND CONCRETE POST WHICH IS 14 INCHES
 MA1927'BELOW THE SURFACE OF THE GROUND.  IT IS ABOUT 100 FEET SOUTH OF THE
 MA1927'NORTH RIM OF HILL.  THE UNDERGROUND DISK IS SET IN AN
 MA1927'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE GROUND.
 MA1927'
 MA1927'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HEFFNER NO 1 1958, IS
 MA1927'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 MA1927'INCHES.  IT IS ON THE NORTHEAST SLOPE OF HILL IN THE FENCE LINE WHICH
 MA1927'CIRCLES THE HILL AND IS ABOUT 4 FEET LOWER THAN THE STATION
 MA1927'MARK.
 MA1927'
 MA1927'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HEFFNER NO 2 1958, IS
 MA1927'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 MA1927'ON THE NORTH SLOPE OF HILL IN THE FENCE LINE WHICH CIRCLES THE HILL
 MA1927'AND IS ABOUT 4 FEET LOWER THAN THE STATION MARK.
 MA1927'
 MA1927'AZIMUTH MARK, A STANDARD DISK STAMPED HEFFNER 1958, IS SET IN A
 MA1927'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 27
 MA1927'FEET EAST OF THE DRIVEWAY WHICH LEADS TO HOME OF MR. J.H. MCNUTT, 22
 MA1927'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 536, AND 9 FEET
 MA1927'EAST OF A POWER LINE POLE.  A STANDARD WITNESS POST WAS SET 1-1/2
 MA1927'FEET EAST OF THE MARK.
 MA1927'
 MA1927'NOTE- *DISTANCES TO REFERENCE MARKS WERE COMPUTED FROM VERTICAL
 MA1927'ANGLE AND SLOPE MEASUREMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2077 ***********************************************************************
 JV2077  DESIGNATION -  HEIDLERS
 JV2077  PID         -  JV2077
 JV2077  STATE/COUNTY-  PA/ADAMS
 JV2077  USGS QUAD   -  BIGLERVILLE (1990)
 JV2077
 JV2077                         *CURRENT SURVEY CONTROL
 JV2077  ___________________________________________________________________
 JV2077* NAD 83(1992)-  39 57 00.43987(N)    077 07 37.75269(W)     ADJUSTED  
 JV2077* NAVD 88     -       198.841  (meters)     652.36   (feet)  ADJUSTED  
 JV2077  ___________________________________________________________________
 JV2077  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 JV2077  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JV2077  DYNAMIC HT  -         198.736 (meters)     652.02  (feet)  COMP
 JV2077  MODELED GRAV-     980,090.9   (mgal)                       NAVD 88
 JV2077
 JV2077  HORZ ORDER  -  SECOND
 JV2077  VERT ORDER  -  SECOND    CLASS 0
 JV2077
 JV2077.The horizontal coordinates were established by classical geodetic methods
 JV2077.and adjusted by the National Geodetic Survey in June 2002..
 JV2077
 JV2077.The orthometric height was determined by differential leveling
 JV2077.and adjusted by the National Geodetic Survey in June 1991..
 JV2077
 JV2077.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV2077
 JV2077.The geoid height was determined by GEOID03.
 JV2077
 JV2077.The dynamic height is computed by dividing the NAVD 88
 JV2077.geopotential number by the normal gravity value computed on the
 JV2077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2077.degrees latitude (g = 980.6199 gals.).
 JV2077
 JV2077.The modeled gravity was interpolated from observed gravity values.
 JV2077
 JV2077;                    North         East     Units Scale Factor Converg.
 JV2077;SPC PA S     -    68,672.703   653,225.362   MT  0.99999742   +0 24 14.8
 JV2077;SPC PA S     -   225,303.69  2,143,123.54   sFT  0.99999742   +0 24 14.8
 JV2077;UTM  18      - 4,424,387.786   318,287.364   MT  1.00000651   -1 21 58.5
 JV2077
 JV2077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV2077!SPC PA S     -   0.99997411  x   0.99999742  =   0.99997153
 JV2077!UTM  18      -   0.99997411  x   1.00000651  =   0.99998062
 JV2077
 JV2077|---------------------------------------------------------------------|
 JV2077| PID    Reference Object                     Distance      Geod. Az  |
 JV2077|                                                           dddmmss.s |
 JV2077| JV2078 HEIDLERS RM 1                        29.473 METERS 06600     |
 JV2077| JV2080 HEIDLERS AZ MK                                     0801631.6 |
 JV2077| JV4150 ALWINE BRICK CO STACK               APPROX.13.2 KM 1420034.5 |
 JV2077| JV4148 NEW OXFORD STANDPIPE                APPROX.11.3 KM 1455202.1 |
 JV2077| JV4152 MC SHERRYSTOWN STANDPIPE            APPROX.18.6 KM 1480201.8 |
 JV2077| JV2076 HEIDLERS RM 2                        31.029 METERS 18604     |
 JV2077|---------------------------------------------------------------------|
 JV2077
 JV2077                          SUPERSEDED SURVEY CONTROL
 JV2077
 JV2077  NAD 83(1991)-  39 57 00.43671(N)    077 07 37.75482(W) AD(       ) 2
 JV2077  NAD 83(1986)-  39 57 00.43649(N)    077 07 37.75510(W) AD(       ) 2
 JV2077  NAD 27      -  39 57 00.09686(N)    077 07 38.82083(W) AD(       ) 2
 JV2077  NGVD 29 (??/??/??)  199.044  (m)          653.03   (f) ADJUSTED    2 0
 JV2077
 JV2077.Superseded values are not recommended for survey control.
 JV2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2077.See file dsdata.txt to determine how the superseded data were derived.
 JV2077
 JV2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK1828724388(NAD 83)
 JV2077_MARKER: DS = TRIANGULATION STATION DISK
 JV2077_SETTING: 66 = SET IN ROCK OUTCROP
 JV2077_SP_SET: ROCK OUTCROP
 JV2077_STAMPING: HEILDERS 1942
 JV2077_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV2077+STABILITY: POSITION/ELEVATION WELL
 JV2077
 JV2077  HISTORY     - Date     Condition        Report By
 JV2077  HISTORY     - 1942     MONUMENTED       CGS
 JV2077  HISTORY     - 1942     GOOD             CGS
 JV2077  HISTORY     - 1952     GOOD             AMS
 JV2077  HISTORY     - 1966     GOOD             CGS
 JV2077  HISTORY     - 1966     GOOD             CGS
 JV2077  HISTORY     - 20010331 GOOD             NGS
 JV2077
 JV2077                          STATION DESCRIPTION
 JV2077
 JV2077'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 JV2077'STATION IS LOCATED ABOUT 10.0 MILES NNE OF GETTYSBURG, ABOUT 1 MILE E
 JV2077'OF HEIDLERSBURG, ON ROCKY RIDGE PROPERTY OWNED BY MR. JACOB S.
 JV2077'LIVINGOOD.  THE STATION MARK IS A STANDARD DISK SET FLUSH IN ROCK
 JV2077'OUTCROP 2 FEET BY 5 FEET WHICH PROJECTS ABOUT 5 INCHES.  IT
 JV2077'IS ABOUT 60 FEET N OF CENTER LINE OF ROAD AND ABOUT 150 FEET E OF NEW
 JV2077'HOUSE BEING BUILT.
 JV2077'
 JV2077'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS SET IN CONCRETE, AS
 JV2077'DESCRIBED IN NOTE 11A.
 JV2077'
 JV2077'REFERENCE MARK NO. 1 PROJECTS 5 INCHES AND IS LOCATED AT THE EDGE OF
 JV2077'A WOODS ROAD ON OUTSIDE OF TURN ABOUT 80 FEET N OF CENTER LINE OF
 JV2077'PAVED ROAD ON ROCKY RIDGE AND IS E OF STATION.
 JV2077'
 JV2077'REFERENCE MARK NO. 2 PROJECTS 8 INCHES AND IS S ACROSS ROAD FROM
 JV2077'STATION ON HIGH BANK, 12 FEET S FROM EDGE OF ROAD BANK, 20 FEET N OF
 JV2077'ROCK OUTCROP, 35 FEET W OF TELEPHONE POLE, AND IS SW OF STATION.
 JV2077'
 JV2077'AZIMUTH MARK IS 0.3 MILE E OF STATION ON THE N SIDE OF ROAD, 3 FEET S
 JV2077'OF WIRE FENCE, 25 FEET N OF CENTER LINE OF ROAD NEAR TOP OF HILL
 JV2077'AT EDGE OF GRASS FIELD, AND ABOUT 100 FEET W OF WOODS.
 JV2077'
 JV2077'ALL REFERENCE MARKS ARE STAMPED WITH THEIR RESPECTIVE NUMBERS AND THE
 JV2077'NAME AND DATE OF STATION.
 JV2077'
 JV2077'REACHED FROM INTERSECTION OF U.S. HIGHWAY 15 AND STATE HIGHWAY 234 IN
 JV2077'HEIDLERSBURG, TURN RIGHT, E, ON STATE HIGHWAY 234 AND GO 1.0 MILE TO
 JV2077'STATION SITE ON LEFT AND MR. LIVINGOODS HOUSE ON TOP OF HILL.
 JV2077'
 JV2077'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 JV2077
 JV2077                          STATION RECOVERY (1942)
 JV2077
 JV2077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 JV2077'1 MI E FROM HEIDLERSBURG.
 JV2077'THIS IS A TRIANGULATION STATION SET FLUSH IN A ROCK OUTCROP,
 JV2077'ABOUT 2 FEET BY 5 FEET AND PROJECTING ABOUT 6 INCHES ABOVE THE
 JV2077'GROUND.  IT IS LOCATED 10.0 MILES NNE OF GETTYSBURG, 1.0 MILE
 JV2077'E OF HEIDLERSBURG, ABOUT 50 FEET N OF THE CENTER OF STATE HIGHWAY
 JV2077'234, ON A ROCKY, WOODED, HILL ON THE PROPERTY OF JACOB S. LIVINGOOD.
 JV2077'THERE IS A NEW HOUSE BEING BUILT ABOUT 150 FEET W OF THE STATION.
 JV2077
 JV2077                          STATION RECOVERY (1952)
 JV2077
 JV2077'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 JV2077'THE STATION A STANDARD USC AND GS BRONZE TRIANGULATION DISC, SET IN
 JV2077'THE TOP OF A FLAT 2 X 5 FOOT ROCK OUTCROP, PROJECTING 5
 JV2077'INCHES ABOVE GROUND, ON A ROCKY RIDGE, WAS RECOVERED IN GOOD
 JV2077'CONDITION AS DESCRIBED, WITH THE FOLLOWING ADDITIONS TO THE LOCAL
 JV2077'DESCRIPTIONS-
 JV2077'
 JV2077'THE STATION IS 63 FEET N OF, AND PERPENDICULAR TO, THE CENTERLINE OF
 JV2077'ROAD, 104 FEET E OF SE CORNER OF HOUSE, 100 FEET W OF WOODS TRAIL.
 JV2077'
 JV2077'REFERENCE MARKS 1 AND 2 RECOVERED OKAY AS DESCRIBED.
 JV2077
 JV2077                          STATION RECOVERY (1966)
 JV2077
 JV2077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 JV2077'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIUTH MARK
 JV2077'WERE RECOVERED IN GOOD CONITION.  THE DIRECTION TO THE AZIMUTH
 JV2077'MARK FAILED TO CHECK BY 07.1 SECONDS.  THE 1942 DESCRIPTION IS
 JV2077'ADEQUATE WITH THE FOLLOWING INFORMATION.  THE STATION MARK IS 18.6
 JV2077'FEET NORTH OF A METAL WITNESS POST AND THE AZIMUTH MARK IS 2.0 FEET
 JV2077'SOUTH OF A METAL WITNESS POST.
 JV2077
 JV2077                          STATION RECOVERY (1966)
 JV2077
 JV2077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JV2077'RECOVERED IN GOOD CONDITION.
 JV2077
 JV2077                          STATION RECOVERY (2001)
 JV2077
 JV2077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JV2077'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2080 ***********************************************************************
 JV2080  DESIGNATION -  HEIDLERS AZ MK
 JV2080  PID         -  JV2080
 JV2080  STATE/COUNTY-  PA/ADAMS
 JV2080  USGS QUAD   -  HAMPTON (1990)
 JV2080
 JV2080                         *CURRENT SURVEY CONTROL
 JV2080  ___________________________________________________________________
 JV2080* NAD 83(1986)-  39 57 04.     (N)    077 07 07.     (W)     SCALED    
 JV2080* NAVD 88     -       191.907  (meters)     629.61   (feet)  ADJUSTED  
 JV2080  ___________________________________________________________________
 JV2080  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JV2080  DYNAMIC HT  -         191.805 (meters)     629.28  (feet)  COMP
 JV2080  MODELED GRAV-     980,092.3   (mgal)                       NAVD 88
 JV2080
 JV2080  VERT ORDER  -  SECOND    CLASS 0
 JV2080
 JV2080.The horizontal coordinates were scaled from a topographic map and have
 JV2080.an estimated accuracy of +/- 6 seconds.
 JV2080
 JV2080.The orthometric height was determined by differential leveling
 JV2080.and adjusted by the National Geodetic Survey in June 1991..
 JV2080
 JV2080.The geoid height was determined by GEOID03.
 JV2080
 JV2080.The dynamic height is computed by dividing the NAVD 88
 JV2080.geopotential number by the normal gravity value computed on the
 JV2080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2080.degrees latitude (g = 980.6199 gals.).
 JV2080
 JV2080.The modeled gravity was interpolated from observed gravity values.
 JV2080
 JV2080;                    North         East    Units  Estimated Accuracy
 JV2080;SPC PA S     -    68,790.      653,960.      MT  (+/- 180 meters Scaled)
 JV2080
 JV2080                          SUPERSEDED SURVEY CONTROL
 JV2080
 JV2080  NGVD 29 (??/??/??)  192.110  (m)          630.28   (f) ADJUSTED    2 0
 JV2080
 JV2080.Superseded values are not recommended for survey control.
 JV2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2080.See file dsdata.txt to determine how the superseded data were derived.
 JV2080
 JV2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK190244(NAD 83)
 JV2080_MARKER: DZ = AZIMUTH MARK DISK
 JV2080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV2080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV2080_STAMPING: HEIDLER AZIMUTH 1942
 JV2080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV2080+STABILITY: SURFACE MOTION
 JV2080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV2080+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 JV2080
 JV2080  HISTORY     - Date     Condition        Report By
 JV2080  HISTORY     - 1942     MONUMENTED       CGS
 JV2080  HISTORY     - 20060512 GOOD             GEOCAC
 JV2080
 JV2080                          STATION DESCRIPTION
 JV2080
 JV2080'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV2080'1.3 MI E FROM HEIDLERSBURG.
 JV2080'LOCATED 1.3 MILES EAST OF HEIDLERSBURG, 25 FEET NORTH OF THE
 JV2080'CENTER OF STATE HIGHWAY 234, ON THE EDGE OF A GRASS FIELD,
 JV2080'3 FEET S OF WIRE FENCE, 100 FEET W OF EDGE OF WOODS, AND 0.3
 JV2080'MILE E OF TRIANGULATION STATION HEIDLERS, 1942.
 JV2080
 JV2080                          STATION RECOVERY (2006)
 JV2080
 JV2080'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV2080'MARK IS DIRECTLY SOUTH OF A HOUSE AND ABOUT 20 FEET WEST OF A DRIVEWAY
 JV2080'AND IS ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2078 ***********************************************************************
 JV2078  DESIGNATION -  HEIDLERS RM 1
 JV2078  PID         -  JV2078
 JV2078  STATE/COUNTY-  PA/ADAMS
 JV2078  USGS QUAD   -  BIGLERVILLE (1990)
 JV2078
 JV2078                         *CURRENT SURVEY CONTROL
 JV2078  ___________________________________________________________________
 JV2078* NAD 83(1986)-  39 57 00.     (N)    077 07 37.     (W)     SCALED    
 JV2078* NAVD 88     -       197.578  (meters)     648.22   (feet)  ADJUSTED  
 JV2078  ___________________________________________________________________
 JV2078  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JV2078  DYNAMIC HT  -         197.474 (meters)     647.88  (feet)  COMP
 JV2078  MODELED GRAV-     980,090.9   (mgal)                       NAVD 88
 JV2078
 JV2078  VERT ORDER  -  SECOND    CLASS 0
 JV2078
 JV2078.The horizontal coordinates were scaled from a topographic map and have
 JV2078.an estimated accuracy of +/- 6 seconds.
 JV2078
 JV2078.The orthometric height was determined by differential leveling
 JV2078.and adjusted by the National Geodetic Survey in June 1991..
 JV2078
 JV2078.The geoid height was determined by GEOID03.
 JV2078
 JV2078.The dynamic height is computed by dividing the NAVD 88
 JV2078.geopotential number by the normal gravity value computed on the
 JV2078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2078.degrees latitude (g = 980.6199 gals.).
 JV2078
 JV2078.The modeled gravity was interpolated from observed gravity values.
 JV2078
 JV2078;                    North         East    Units  Estimated Accuracy
 JV2078;SPC PA S     -    68,660.      653,240.      MT  (+/- 180 meters Scaled)
 JV2078
 JV2078                          SUPERSEDED SURVEY CONTROL
 JV2078
 JV2078  NGVD 29 (??/??/??)  197.781  (m)          648.89   (f) ADJUSTED    2 0
 JV2078
 JV2078.Superseded values are not recommended for survey control.
 JV2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2078.See file dsdata.txt to determine how the superseded data were derived.
 JV2078
 JV2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK183243(NAD 83)
 JV2078_MARKER: DR = REFERENCE MARK DISK
 JV2078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV2078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV2078_STAMPING: HEIDLERS RM NO 1 1942
 JV2078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV2078+STABILITY: SURFACE MOTION
 JV2078
 JV2078  HISTORY     - Date     Condition        Report By
 JV2078  HISTORY     - 1942     MONUMENTED       CGS
 JV2078  HISTORY     - 1966     GOOD             CGS
 JV2078  HISTORY     - 20010331 MARK NOT FOUND   NGS
 JV2078
 JV2078                          STATION DESCRIPTION
 JV2078
 JV2078'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV2078'1 MI E FROM HEIDLERSBURG.
 JV2078'MARK IS LOCATED 1.0 MILE E OF HEIDLERSBURG, 80 FEET N OF THE CENTER
 JV2078'OF STATE HIGHWAY 234, 29.474 METERS E OF TRIANGULATION STATION
 JV2078'HEIDLERS 1942, ON THE PROPERTY OF JACOB S. LIVINGOOD.
 JV2078
 JV2078                          STATION RECOVERY (1966)
 JV2078
 JV2078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JV2078'RECOVERED IN GOOD CONDITION.
 JV2078
 JV2078                          STATION RECOVERY (2001)
 JV2078
 JV2078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JV2078'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2076 ***********************************************************************
 JV2076  DESIGNATION -  HEIDLERS RM 2
 JV2076  PID         -  JV2076
 JV2076  STATE/COUNTY-  PA/ADAMS
 JV2076  USGS QUAD   -  BIGLERVILLE (1990)
 JV2076
 JV2076                         *CURRENT SURVEY CONTROL
 JV2076  ___________________________________________________________________
 JV2076* NAD 83(1986)-  39 57 00.     (N)    077 07 37.     (W)     SCALED    
 JV2076* NAVD 88     -       198.028  (meters)     649.70   (feet)  ADJUSTED  
 JV2076  ___________________________________________________________________
 JV2076  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 JV2076  DYNAMIC HT  -         197.922 (meters)     649.35  (feet)  COMP
 JV2076  MODELED GRAV-     980,090.9   (mgal)                       NAVD 88
 JV2076
 JV2076  VERT ORDER  -  SECOND    CLASS 0
 JV2076
 JV2076.The horizontal coordinates were scaled from a topographic map and have
 JV2076.an estimated accuracy of +/- 6 seconds.
 JV2076
 JV2076.The orthometric height was determined by differential leveling
 JV2076.and adjusted by the National Geodetic Survey in June 1991..
 JV2076
 JV2076.The geoid height was determined by GEOID03.
 JV2076
 JV2076.The dynamic height is computed by dividing the NAVD 88
 JV2076.geopotential number by the normal gravity value computed on the
 JV2076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2076.degrees latitude (g = 980.6199 gals.).
 JV2076
 JV2076.The modeled gravity was interpolated from observed gravity values.
 JV2076
 JV2076;                    North         East    Units  Estimated Accuracy
 JV2076;SPC PA S     -    68,660.      653,240.      MT  (+/- 180 meters Scaled)
 JV2076
 JV2076                          SUPERSEDED SURVEY CONTROL
 JV2076
 JV2076  NGVD 29 (??/??/??)  198.230  (m)          650.36   (f) ADJUSTED    2 0
 JV2076
 JV2076.Superseded values are not recommended for survey control.
 JV2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2076.See file dsdata.txt to determine how the superseded data were derived.
 JV2076
 JV2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK183243(NAD 83)
 JV2076_MARKER: DR = REFERENCE MARK DISK
 JV2076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV2076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV2076_STAMPING: HEILDERS RM NO 2 1942
 JV2076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV2076+STABILITY: SURFACE MOTION
 JV2076
 JV2076  HISTORY     - Date     Condition        Report By
 JV2076  HISTORY     - 1942     MONUMENTED       CGS
 JV2076  HISTORY     - 1966     GOOD             CGS
 JV2076  HISTORY     - 20010331 MARK NOT FOUND   NGS
 JV2076
 JV2076                          STATION DESCRIPTION
 JV2076
 JV2076'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV2076'1 MI E FROM HEIDLERSBURG.
 JV2076'LOCATED ABOUT 10.0 MILE NNE OF GETTYSBURG AND 1.0 MILE EAST
 JV2076'ALONG STATE HIGHWAY 234 FROM HEIDLERSBURG, ABOUT 40 FEET SOUTH
 JV2076'OF THE CENTER OF THE ROAD, 12 FEET S OF THE EDGE OF THE ROAD
 JV2076'BANK AND 20 FEET N OF A ROCK OUTCROP, DIRECTLY ACROSS THE ROAD
 JV2076'FROM TRIANGULATION STATION HEIDLERS, 1942.
 JV2076
 JV2076                          STATION RECOVERY (1966)
 JV2076
 JV2076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JV2076'RECOVERED IN GOOD CONDITION.
 JV2076
 JV2076                          STATION RECOVERY (2001)
 JV2076
 JV2076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JV2076'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1755 ***********************************************************************
 KV1755  DESIGNATION -  HELLER
 KV1755  PID         -  KV1755
 KV1755  STATE/COUNTY-  PA/NORTHAMPTON
 KV1755  USGS QUAD   -  HELLERTOWN (1992)
 KV1755
 KV1755                         *CURRENT SURVEY CONTROL
 KV1755  ___________________________________________________________________
 KV1755* NAD 83(1992)-  40 35 55.86547(N)    075 19 51.70774(W)     ADJUSTED  
 KV1755* NAVD 88     -       121.131  (meters)     397.41   (feet)  ADJUSTED  
 KV1755  ___________________________________________________________________
 KV1755  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 KV1755  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 KV1755  DYNAMIC HT  -         121.073 (meters)     397.22  (feet)  COMP
 KV1755  MODELED GRAV-     980,141.9   (mgal)                       NAVD 88
 KV1755
 KV1755  HORZ ORDER  -  THIRD
 KV1755  VERT ORDER  -  SECOND    CLASS 0
 KV1755
 KV1755.The horizontal coordinates were established by classical geodetic methods
 KV1755.and adjusted by the National Geodetic Survey in June 2002..
 KV1755
 KV1755.The orthometric height was determined by differential leveling
 KV1755.and adjusted by the National Geodetic Survey in June 1991..
 KV1755
 KV1755.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1755
 KV1755.The geoid height was determined by GEOID03.
 KV1755
 KV1755.The dynamic height is computed by dividing the NAVD 88
 KV1755.geopotential number by the normal gravity value computed on the
 KV1755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1755.degrees latitude (g = 980.6199 gals.).
 KV1755
 KV1755.The modeled gravity was interpolated from observed gravity values.
 KV1755
 KV1755;                    North         East     Units Scale Factor Converg.
 KV1755;SPC PA S     -   143,321.566   804,716.189   MT  0.99996283   +1 34 09.9
 KV1755;SPC PA S     -   470,214.17  2,640,139.70   sFT  0.99996283   +1 34 09.9
 KV1755;UTM  18      - 4,494,279.982   471,991.747   MT  0.99960966   -0 12 55.5
 KV1755
 KV1755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1755!SPC PA S     -   0.99998639  x   0.99996283  =   0.99994922
 KV1755!UTM  18      -   0.99998639  x   0.99960966  =   0.99959605
 KV1755
 KV1755:                Primary Azimuth Mark                     Grid Az
 KV1755:SPC PA S     -  RADIO STATION WGPA FM MAST               052 24 31.3
 KV1755:UTM  18      -  RADIO STATION WGPA FM MAST               054 11 36.7
 KV1755
 KV1755|---------------------------------------------------------------------|
 KV1755| PID    Reference Object                     Distance      Geod. Az  |
 KV1755|                                                           dddmmss.s |
 KV1755| KV3602 RADIO STATION WGPA FM MAST          APPROX. 4.0 KM 0535841.2 |
 KV1755| KV1756 HELLER RM 1                          12.606 METERS 09009     |
 KV1755| KV1753 HELLER AZ MK                                       2132150.2 |
 KV1755| KV1754 HELLER RM 2                          11.745 METERS 33714     |
 KV1755|---------------------------------------------------------------------|
 KV1755
 KV1755                          SUPERSEDED SURVEY CONTROL
 KV1755
 KV1755  NAD 83(1996)-  40 35 55.86506(N)    075 19 51.70840(W) AD(       ) 3
 KV1755  NAD 83(1986)-  40 35 55.86322(N)    075 19 51.71270(W) AD(       ) 3
 KV1755  NAD 27      -  40 35 55.50250(N)    075 19 53.07170(W) AD(       ) 3
 KV1755  NGVD 29 (??/??/??)  121.362  (m)          398.17   (f) ADJUSTED    2 0
 KV1755
 KV1755.Superseded values are not recommended for survey control.
 KV1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1755.See file dsdata.txt to determine how the superseded data were derived.
 KV1755
 KV1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7199294280(NAD 83)
 KV1755_MARKER: DS = TRIANGULATION STATION DISK
 KV1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1755_SP_SET: CONC CYLINDER
 KV1755_STAMPING: HELLER 1960
 KV1755_MARK LOGO: CGS   
 KV1755_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1755+STABILITY: SURFACE MOTION
 KV1755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1755+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2004
 KV1755
 KV1755  HISTORY     - Date     Condition        Report By
 KV1755  HISTORY     - 1960     MONUMENTED       CGS
 KV1755  HISTORY     - 1960     GOOD             CGS
 KV1755  HISTORY     - 1963     GOOD             CGS
 KV1755  HISTORY     - 1972     GOOD             LOCENG
 KV1755  HISTORY     - 1972     GOOD             LOCENG
 KV1755  HISTORY     - 1974     GOOD             NGS
 KV1755  HISTORY     - 1979     GOOD             PADT
 KV1755  HISTORY     - 19980501 GOOD             NGS
 KV1755  HISTORY     - 20040826 GOOD             RETTEW
 KV1755  HISTORY     - 20060208 MARK NOT FOUND   PADT
 KV1755
 KV1755                          STATION DESCRIPTION
 KV1755
 KV1755'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV1755'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTHEAST OF BETHLEHEM, 1.0
 KV1755'MILE NORTH OF HELLERTOWN AND ON THE SOUTH SIDE OF THE
 KV1755'BETHLEHEM STEEL CO., RESEVOIR.
 KV1755'
 KV1755'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND THOMAS
 KV1755'STREET, NORTHEAST OF THE HELLERTOWN HIGH SCHOOL BUILDING, GO
 KV1755'NORTH ON MAIN STREET FOR 0.58 MILE TO THE INTERSECTION OF CHERRY LANE
 KV1755'AND HELLERTOWN ROAD.  TURN LEFT AND GO EAST ON CHERRY LANE FOR
 KV1755'0.23 MILE TO THE AZIMUTH MARK ON THE LEFT, NORTH, SIDE OF THE STREET.
 KV1755'CONTINUE NORTH ON HELLERTOWN ROAD FOR 0.41 MILE TO THE
 KV1755'INTERSECTION OF HELLERTOWN ROAD AND CREST AVENUE.  TURN RIGHT AND GO
 KV1755'EAST ON CREST AVENUE FOR 0.31 MILE TO THE END OF THE STREET AND
 KV1755'TO A TRACK ROAD, CONTINUE EAST-SOUTHEAST ON A TRACK ROAD FOR
 KV1755'ABOUT 100 FEET TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTHEAST AND
 KV1755'EAST ON A TRACK ROAD ALONG THE NORTH EDGE OF A CULTIVATED
 KV1755'FIELD FOR 0.2 MILE TO THE SOUTH SIDE OF THE BETHLEHEM STEEL CO.,
 KV1755'RESERVOIR, A STANDARD METAL WITNESS POST AND MARKER AND THE
 KV1755'STATION.
 KV1755'
 KV1755'THE STATION MARK, A STANDARD DISK STAMPED HELLER 1960, IS SET IN THE
 KV1755'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE
 KV1755'OF THE GROUND.  IT IS 13.0 FEET SOUTH OF THE RESERVOIR FENCE AND 1.4
 KV1755'FEET NORTH-NORTHEAST OF A STANDARD METAL WITNESS POST AND
 KV1755'MARKER.
 KV1755'
 KV1755'REFERENCE MARK 1, A STANDARD DISK STAMPED HELLER NO 1 1960, IS SET IN
 KV1755'A DRILL HOLE IN THE TOP OF THE WALL OF THE RESERVOIR WHICH
 KV1755'PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND, IT IS 39.4
 KV1755'FEET EAST OF A STANDARD METAL WITNESS POST AND MARKER AND IS
 KV1755'ABOUT THE SAME ELEVATION AS THE STATION.
 KV1755'
 KV1755'REFERENCE MARK 2, A STANDARD DISK STAMPED HELLER NO 2 1960, IS SET IN
 KV1755'A SRILL HOLE IN THE TOP OF THE RESERVOIR WALL WHICH PROJECTS
 KV1755'ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 47.1 FEET
 KV1755'NORTH-NORTHWEST OF A STANDARD METAL WITNESS POST AND MARKER AND
 KV1755'IS ABOUT THE SAME ELEVATION AS THE STATION.
 KV1755'
 KV1755'THE AZIMUTH MARK, A STANDARD DISK STAMPED HELLER 1960, IS SET IN A
 KV1755'DRILL HOLE IN THE TOP OF A CONCRETE CURBING PROJECTING
 KV1755'ABOUT 4 INCHES ABOVE THE SURFACE OF STREET.  IT IS 22.0 FEET NORTH OF
 KV1755'THE CENTERLINE OF CHERRY LANE AND COUNTY HIGHWAY 48097, 4.9
 KV1755'FEET WEST OF THE EAST END OF THE CURBING AND 4.4 FEET WEST OF A
 KV1755'STANDARD METAL WITNESS POST AND MARKER.
 KV1755'
 KV1755'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS
 KV1755
 KV1755                          STATION RECOVERY (1960)
 KV1755
 KV1755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KV1755'1.6 MI NE FROM HELLERTOWN.
 KV1755'1.1 MILES NORTH ALONG MAIN STREET AND HELLERTOWN ROAD TO THE
 KV1755'INTERSECTION OF CREST AVENUE FROM THE POST OFFICE AT HELLERTOWN,
 KV1755'THENCE EAST ALONG CREST AVENUE FOR 0.35 MILE TO THE END OF
 KV1755'THE BLACKTOP STREET, THENCE ABOUT 100.0 FEET EAST ON A TRACK ROAD
 KV1755'TO A DIM TRACK ROAD FORK, THENCE 0.2 MILE SOUTHEAST ON THE RIGHT
 KV1755'HAND FORK ALONG THE SOUTH EDGE OF TIMBER AND NORTH EDGE OF A
 KV1755'CULTIVATED FIELD, TO A LARGE RESERVOIR OF THE BETHLEHEM
 KV1755'STEEL COMPANY AND THE STATION, 20.5 FEET NORTHEAST OF A 14-INCH
 KV1755'TREE, 13.3 FEET SOUTH OF THE SOUTH EDGE OF THE CONCRETE WALL OF
 KV1755'THE RESERVOIR AND FLUSH WITH THE SURFACE OF THE GROUND.  SET
 KV1755'IN TOP OF A 12-INCH CONCRETE CYLINDER.
 KV1755
 KV1755                          STATION RECOVERY (1963)
 KV1755
 KV1755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RMB)
 KV1755'STATION WAS RECOVERED AS DESCRIBED.
 KV1755
 KV1755                          STATION RECOVERY (1972)
 KV1755
 KV1755'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 KV1755'RECOVERED BY DE LEUW, CATHER AND CO.
 KV1755'
 KV1755'AS DESCRIBED GOOD
 KV1755'
 KV1755'FENCE (METAL) AT RESERVOIR MAKES USE OF RMS DIFFICULT.
 KV1755
 KV1755                          STATION RECOVERY (1972)
 KV1755
 KV1755'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 KV1755'RECOVERED BY DE LEUW, CATHER AND CO.
 KV1755'
 KV1755'RMS DIFFICLT TO USE BECAUSE OF FENCE CONST.
 KV1755'
 KV1755'STA. OK, AZIMUTH OK, DISTOMAT DISTANCE MEAS (HOR.) 2306.04 FEET STA.
 KV1755'TO AZ.
 KV1755
 KV1755                          STATION RECOVERY (1974)
 KV1755
 KV1755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KV1755'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 KV1755'CONDITION AS DESCRIBED IN THE 1960 DESCRIPTION.
 KV1755
 KV1755                          STATION RECOVERY (1979)
 KV1755
 KV1755'RECOVERY NOTE BY PA DEPT OF TRANSP 1979
 KV1755'HELLER 1960 RECOVERED GOOD (RECOVERED AS DESCRIBED).
 KV1755'
 KV1755'HELLER 1960 (AZIMUTH) RECOVERED GOOD (RECOVERED AS DESCRIBED).
 KV1755'
 KV1755'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.0 MILE S.E. OF BETHLEHEM
 KV1755'1.0 MILE NORTH OF HELLERTOWN.
 KV1755
 KV1755                          STATION RECOVERY (1998)
 KV1755
 KV1755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998
 KV1755'RECOVERED AS DESCRIBED.  HELLER RM 1 -PID KV1756- AND HELLER RM 2
 KV1755'-KV1754- RECOVERED IN GOOD CONDITION.  HELLER AZ MK ALSO RECOVERED IN
 KV1755'GOOD CONDITION, PID KV1753.
 KV1755
 KV1755                          STATION RECOVERY (2004)
 KV1755
 KV1755'RECOVERY NOTE BY RETTEW ASSOCIATES 2004 (BDT)
 KV1755'HELLER RESET 1998 FOUND WITH NGS DISC  NEED DATA
 KV1755
 KV1755                          STATION RECOVERY (2006)
 KV1755
 KV1755'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (SQ)
 KV1755'MARK WAS REPLACED WITH - HELLER RESET 1998.  PENNDOT FIRST ORDER
 KV1755'HORIZONTAL COORDINATES - N40-35-55.50596 AND W75-19-52.90838.  PENNDOT
 KV1755'THIRD ORDER GPS ELEVATION 100.972 METERS (331.27 FT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1753 ***********************************************************************
 KV1753  DESIGNATION -  HELLER AZ MK
 KV1753  PID         -  KV1753
 KV1753  STATE/COUNTY-  PA/NORTHAMPTON
 KV1753  USGS QUAD   -  HELLERTOWN (1992)
 KV1753
 KV1753                         *CURRENT SURVEY CONTROL
 KV1753  ___________________________________________________________________
 KV1753* NAD 83(1986)-  40 35 37.     (N)    075 20 05.     (W)     SCALED    
 KV1753* NAVD 88     -       112.324  (meters)     368.52   (feet)  ADJUSTED  
 KV1753  ___________________________________________________________________
 KV1753  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 KV1753  DYNAMIC HT  -         112.269 (meters)     368.34  (feet)  COMP
 KV1753  MODELED GRAV-     980,141.2   (mgal)                       NAVD 88
 KV1753
 KV1753  VERT ORDER  -  SECOND    CLASS 0
 KV1753
 KV1753.The horizontal coordinates were scaled from a topographic map and have
 KV1753.an estimated accuracy of +/- 6 seconds.
 KV1753
 KV1753.The orthometric height was determined by differential leveling
 KV1753.and adjusted by the National Geodetic Survey in June 1991..
 KV1753
 KV1753.The geoid height was determined by GEOID03.
 KV1753
 KV1753.The dynamic height is computed by dividing the NAVD 88
 KV1753.geopotential number by the normal gravity value computed on the
 KV1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1753.degrees latitude (g = 980.6199 gals.).
 KV1753
 KV1753.The modeled gravity was interpolated from observed gravity values.
 KV1753
 KV1753;                    North         East    Units  Estimated Accuracy
 KV1753;SPC PA S     -   142,730.      804,420.      MT  (+/- 180 meters Scaled)
 KV1753
 KV1753                          SUPERSEDED SURVEY CONTROL
 KV1753
 KV1753  NGVD 29 (??/??/??)  112.555  (m)          369.27   (f) ADJUSTED    2 0
 KV1753
 KV1753.Superseded values are not recommended for survey control.
 KV1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1753.See file dsdata.txt to determine how the superseded data were derived.
 KV1753
 KV1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK716936(NAD 83)
 KV1753_MARKER: DZ = AZIMUTH MARK DISK
 KV1753_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1753_SP_SET: CURB
 KV1753_STAMPING: HELLER 1960
 KV1753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1753+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2006
 KV1753
 KV1753  HISTORY     - Date     Condition        Report By
 KV1753  HISTORY     - 1960     MONUMENTED       CGS
 KV1753  HISTORY     - 20020126 GOOD             USPSQD
 KV1753  HISTORY     - 20060228 GOOD             PADT
 KV1753  HISTORY     - 20060301 GOOD             PADT
 KV1753
 KV1753                          STATION DESCRIPTION
 KV1753
 KV1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV1753'AT HELLERTOWN.
 KV1753'0.7 MILE NORTH ALONG MAIN STREET AND HELLERTOWN ROAD TO THE
 KV1753'INTERSECTION OF CHERRY AVENUE, THENCE EAST ALONG CHERRY AVENUE
 KV1753'FOR 0.3 MILE, 21.4 FEET NORTH OF THE CENTERLINE OF CHERRY AVENUE,
 KV1753'4.3 FEET WEST OF THE EAST END OF THE CONCRETE CURB AND 4.3 FEET
 KV1753'WEST OF A STANDARD METAL WITNESS POST AND MARKER.  SET IN TOP
 KV1753'OF THE NORTH CONCRETE CURBING AT THE NORTH SIDE OF CHERRY AVENUE
 KV1753'PROJECTING ABOUT 6 INCHES ON THE SOUTH SIDE AND FLUSH WITH THE
 KV1753'SURFACE OF THE GROUND ON THE NORTH AND ABOUT THE SAME LEVEL AS
 KV1753'THE STREET.
 KV1753
 KV1753                          STATION RECOVERY (2002)
 KV1753
 KV1753'RECOVERY NOTE BY US POWER SQUADRON 2002 (ASB)
 KV1753'RECOVERED IN GOOD CONDITION.
 KV1753
 KV1753                          STATION RECOVERY (2006)
 KV1753
 KV1753'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (SQ)
 KV1753'RECOVERED IN GOOD CONDITION.
 KV1753
 KV1753                          STATION RECOVERY (2006)
 KV1753
 KV1753'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (PJN)
 KV1753'NORTH CURB CHERRY STREET 100 FEET EAST OF ZIMPFER STREET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1756 ***********************************************************************
 KV1756  DESIGNATION -  HELLER RM 1
 KV1756  PID         -  KV1756
 KV1756  STATE/COUNTY-  PA/NORTHAMPTON
 KV1756  USGS QUAD   -  HELLERTOWN (1992)
 KV1756
 KV1756                         *CURRENT SURVEY CONTROL
 KV1756  ___________________________________________________________________
 KV1756* NAD 83(1986)-  40 35 55.     (N)    075 19 52.     (W)     SCALED    
 KV1756* NAVD 88     -       121.277  (meters)     397.89   (feet)  ADJUSTED  
 KV1756  ___________________________________________________________________
 KV1756  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 KV1756  DYNAMIC HT  -         121.219 (meters)     397.70  (feet)  COMP
 KV1756  MODELED GRAV-     980,141.9   (mgal)                       NAVD 88
 KV1756
 KV1756  VERT ORDER  -  SECOND    CLASS 0
 KV1756
 KV1756.The horizontal coordinates were scaled from a topographic map and have
 KV1756.an estimated accuracy of +/- 6 seconds.
 KV1756
 KV1756.The orthometric height was determined by differential leveling
 KV1756.and adjusted by the National Geodetic Survey in June 1991..
 KV1756
 KV1756.The geoid height was determined by GEOID03.
 KV1756
 KV1756.The dynamic height is computed by dividing the NAVD 88
 KV1756.geopotential number by the normal gravity value computed on the
 KV1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1756.degrees latitude (g = 980.6199 gals.).
 KV1756
 KV1756.The modeled gravity was interpolated from observed gravity values.
 KV1756
 KV1756;                    North         East    Units  Estimated Accuracy
 KV1756;SPC PA S     -   143,300.      804,710.      MT  (+/- 180 meters Scaled)
 KV1756
 KV1756                          SUPERSEDED SURVEY CONTROL
 KV1756
 KV1756  NGVD 29 (??/??/??)  121.508  (m)          398.65   (f) ADJUSTED    2 0
 KV1756
 KV1756.Superseded values are not recommended for survey control.
 KV1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1756.See file dsdata.txt to determine how the superseded data were derived.
 KV1756
 KV1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK719942(NAD 83)
 KV1756_MARKER: DR = REFERENCE MARK DISK
 KV1756_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1756_SP_SET: CONC WALL
 KV1756_STAMPING: HELLER NO 1 1960
 KV1756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1756
 KV1756  HISTORY     - Date     Condition        Report By
 KV1756  HISTORY     - 1960     MONUMENTED       CGS
 KV1756
 KV1756                          STATION DESCRIPTION
 KV1756
 KV1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV1756'1.6 MI NE FROM HELLERTOWN.
 KV1756'1.1 MILES NORTH ALONG MAIN STREET AND HELLERTOWN ROAD TO THE
 KV1756'INTERSECTION OF CREST AVENUE FOR 0.35 MILE TO THE END OF THE
 KV1756'BLACKTOP STREET, THENCE ABOUT 100.0 FEET EAST ON A TRACK ROAD
 KV1756'TO A DIM TRACK ROAD FORK, THENCE TAKE THE RIGHT HAND FORK FOR
 KV1756'0.2 MILE SOUTHEAST ON A DIM TRACK ROAD ALONG THE SOUTH EDGE OF
 KV1756'TIMBER AND NORTH EDGE OF A CULTIVATED FIELD TO THE LARGE
 KV1756'RESERVOIR, 41.3 FEET EAST OF THE STATION.  SET IN A DRILL HOLE
 KV1756'IN TOP OF THE CONCRETE WALL OF THE RESERVOIR PROJECTING ABOUT
 KV1756'12 INCHES ON THE SOUTH SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1754 ***********************************************************************
 KV1754  DESIGNATION -  HELLER RM 2
 KV1754  PID         -  KV1754
 KV1754  STATE/COUNTY-  PA/NORTHAMPTON
 KV1754  USGS QUAD   -  HELLERTOWN (1992)
 KV1754
 KV1754                         *CURRENT SURVEY CONTROL
 KV1754  ___________________________________________________________________
 KV1754* NAD 83(1986)-  40 35 55.     (N)    075 19 52.     (W)     SCALED    
 KV1754* NAVD 88     -       121.278  (meters)     397.89   (feet)  ADJUSTED  
 KV1754  ___________________________________________________________________
 KV1754  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 KV1754  DYNAMIC HT  -         121.219 (meters)     397.70  (feet)  COMP
 KV1754  MODELED GRAV-     980,141.9   (mgal)                       NAVD 88
 KV1754
 KV1754  VERT ORDER  -  SECOND    CLASS 0
 KV1754
 KV1754.The horizontal coordinates were scaled from a topographic map and have
 KV1754.an estimated accuracy of +/- 6 seconds.
 KV1754
 KV1754.The orthometric height was determined by differential leveling
 KV1754.and adjusted by the National Geodetic Survey in June 1991..
 KV1754
 KV1754.The geoid height was determined by GEOID03.
 KV1754
 KV1754.The dynamic height is computed by dividing the NAVD 88
 KV1754.geopotential number by the normal gravity value computed on the
 KV1754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1754.degrees latitude (g = 980.6199 gals.).
 KV1754
 KV1754.The modeled gravity was interpolated from observed gravity values.
 KV1754
 KV1754;                    North         East    Units  Estimated Accuracy
 KV1754;SPC PA S     -   143,300.      804,710.      MT  (+/- 180 meters Scaled)
 KV1754
 KV1754                          SUPERSEDED SURVEY CONTROL
 KV1754
 KV1754  NGVD 29 (??/??/??)  121.509  (m)          398.65   (f) ADJUSTED    2 0
 KV1754
 KV1754.Superseded values are not recommended for survey control.
 KV1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1754.See file dsdata.txt to determine how the superseded data were derived.
 KV1754
 KV1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK719942(NAD 83)
 KV1754_MARKER: DR = REFERENCE MARK DISK
 KV1754_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1754_SP_SET: CONC WALL
 KV1754_STAMPING: HELLER NO 2 1960
 KV1754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1754
 KV1754  HISTORY     - Date     Condition        Report By
 KV1754  HISTORY     - 1960     MONUMENTED       CGS
 KV1754
 KV1754                          STATION DESCRIPTION
 KV1754
 KV1754'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV1754'1.6 MI NE FROM HELLERTOWN.
 KV1754'1.1 MILES NORTH ALONG MAIN STREET AND HELLERTOWN ROAD TO THE
 KV1754'INTERSECTION OF CREST AVENUE FOR 0.35 MILE TO THE END OF THE
 KV1754'BLACKTOP STREET, THENCE ABOUT 100.0 FEET EAST ON A TRACK ROAD TO
 KV1754'A DIM TRACK ROAD FORK, THENCE TAKE THE RIGHT HAND FORK FOR 0.2
 KV1754'MILE SOUTHEAST ON A DIM TRACK ROAD ALONG THE SOUTH EDGE OF TIMBER
 KV1754'AND THE NORTH EDGE OF A CULTIVATED FIELD TO THE LARGE RESERVOIR,
 KV1754'38.8 FEET NORTHWEST OF THE STATION.  SET IN A DRILL HOLE WITH
 KV1754'CONCRETE IN TOP OF THE 14-INCH WIDE CONCRETE WALL OF THE RESERVOIR
 KV1754'AND PROJECTING ABOUT 5 INCHES ON THE WEST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1804 ***********************************************************************
 KV1804  DESIGNATION -  HELLERTOWN
 KV1804  PID         -  KV1804
 KV1804  STATE/COUNTY-  PA/NORTHAMPTON
 KV1804  USGS QUAD   -  HELLERTOWN (1992)
 KV1804
 KV1804                         *CURRENT SURVEY CONTROL
 KV1804  ___________________________________________________________________
 KV1804* NAD 83(1986)-  40 35 03.     (N)    075 20 30.     (W)     SCALED    
 KV1804* NAVD 88     -       101.662  (meters)     333.54   (feet)  ADJUSTED  
 KV1804  ___________________________________________________________________
 KV1804  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 KV1804  DYNAMIC HT  -         101.613 (meters)     333.38  (feet)  COMP
 KV1804  MODELED GRAV-     980,140.1   (mgal)                       NAVD 88
 KV1804
 KV1804  VERT ORDER  -  SECOND    CLASS 0
 KV1804
 KV1804.The horizontal coordinates were scaled from a topographic map and have
 KV1804.an estimated accuracy of +/- 6 seconds.
 KV1804
 KV1804.The orthometric height was determined by differential leveling
 KV1804.and adjusted by the National Geodetic Survey in June 1991..
 KV1804
 KV1804.The geoid height was determined by GEOID03.
 KV1804
 KV1804.The dynamic height is computed by dividing the NAVD 88
 KV1804.geopotential number by the normal gravity value computed on the
 KV1804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1804.degrees latitude (g = 980.6199 gals.).
 KV1804
 KV1804.The modeled gravity was interpolated from observed gravity values.
 KV1804
 KV1804;                    North         East    Units  Estimated Accuracy
 KV1804;SPC PA S     -   141,670.      803,860.      MT  (+/- 180 meters Scaled)
 KV1804
 KV1804                          SUPERSEDED SURVEY CONTROL
 KV1804
 KV1804  NGVD 29 (??/??/??)  101.894  (m)          334.30   (f) ADJUSTED    2 0
 KV1804
 KV1804.Superseded values are not recommended for survey control.
 KV1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1804.See file dsdata.txt to determine how the superseded data were derived.
 KV1804
 KV1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK710926(NAD 83)
 KV1804_MARKER: DD = SURVEY DISK
 KV1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1804_STAMPING: HELLERTOWN 1935
 KV1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1804+STABILITY: SURFACE MOTION
 KV1804
 KV1804  HISTORY     - Date     Condition        Report By
 KV1804  HISTORY     - 1935     MONUMENTED       LOCSUR
 KV1804  HISTORY     - 1935     GOOD             CGS
 KV1804  HISTORY     - 19941112 MARK NOT FOUND   USPSQD
 KV1804
 KV1804                          STATION DESCRIPTION
 KV1804
 KV1804'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1804'AT HELLERTOWN.
 KV1804'AT HELLERTOWN HIGH SCHOOL AT EAST FRONT,  BETWEEN TWO MAIN
 KV1804'ENTRANCES. AT THE BRICKED-UP DOOR-WAY WITH CORNERSTONE OR NAME PLATE.
 KV1804'A STANDARD DISK STAMPED 'HELLERTOWN 1935' AND SET IN THE TOP OF A
 KV1804'CONCRETE POST.
 KV1804
 KV1804                          STATION RECOVERY (1994)
 KV1804
 KV1804'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1805 ***********************************************************************
 KV1805  DESIGNATION -  HELLERTOWN RESET 1958
 KV1805  PID         -  KV1805
 KV1805  STATE/COUNTY-  PA/NORTHAMPTON
 KV1805  USGS QUAD   -  HELLERTOWN (1992)
 KV1805
 KV1805                         *CURRENT SURVEY CONTROL
 KV1805  ___________________________________________________________________
 KV1805* NAD 83(1986)-  40 35 04.     (N)    075 20 30.     (W)     SCALED    
 KV1805* NAVD 88     -       100.972  (meters)     331.27   (feet)  ADJUSTED  
 KV1805  ___________________________________________________________________
 KV1805  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 KV1805  DYNAMIC HT  -         100.924 (meters)     331.11  (feet)  COMP
 KV1805  MODELED GRAV-     980,140.1   (mgal)                       NAVD 88
 KV1805
 KV1805  VERT ORDER  -  SECOND    CLASS 0
 KV1805
 KV1805.The horizontal coordinates were scaled from a topographic map and have
 KV1805.an estimated accuracy of +/- 6 seconds.
 KV1805
 KV1805.The orthometric height was determined by differential leveling
 KV1805.and adjusted by the National Geodetic Survey in June 1991..
 KV1805
 KV1805.The geoid height was determined by GEOID03.
 KV1805
 KV1805.The dynamic height is computed by dividing the NAVD 88
 KV1805.geopotential number by the normal gravity value computed on the
 KV1805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1805.degrees latitude (g = 980.6199 gals.).
 KV1805
 KV1805.The modeled gravity was interpolated from observed gravity values.
 KV1805
 KV1805;                    North         East    Units  Estimated Accuracy
 KV1805;SPC PA S     -   141,700.      803,860.      MT  (+/- 180 meters Scaled)
 KV1805
 KV1805                          SUPERSEDED SURVEY CONTROL
 KV1805
 KV1805  NGVD 29 (??/??/??)  101.204  (m)          332.03   (f) ADJUSTED    2 0
 KV1805
 KV1805.Superseded values are not recommended for survey control.
 KV1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1805.See file dsdata.txt to determine how the superseded data were derived.
 KV1805
 KV1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK710926(NAD 83)
 KV1805_MARKER: DB = BENCH MARK DISK
 KV1805_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1805_SP_SET: CONC LANDING
 KV1805_STAMPING: HELLERTOWN RESET 1958
 KV1805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1805
 KV1805  HISTORY     - Date     Condition        Report By
 KV1805  HISTORY     - 1958     MONUMENTED       CGS
 KV1805  HISTORY     - 1960     GOOD             CGS
 KV1805  HISTORY     - 1964     GOOD             CGS
 KV1805  HISTORY     - 19941112 GOOD             USPSQD
 KV1805  HISTORY     - 20020127 GOOD             USPSQD
 KV1805  HISTORY     - 20060227 GOOD             PADT
 KV1805
 KV1805                          STATION DESCRIPTION
 KV1805
 KV1805'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV1805'AT HELLERTOWN.
 KV1805'AT THE HELLERTOWN LOWER SAUCON HIGH SCHOOL, 130.4 FEET
 KV1805'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE NORTHEAST WING
 KV1805'OF THE SCHOOL BUILDING, 73.7 FEET NORTH-NORTHWEST OF THE FLAGPOLE
 KV1805'IN FRONT OF THE SCHOOL BUILDING AND 47.1 FEET NORTH OF THE GLASS
 KV1805'ENCLOSURE OF THE EAST ENTRANCE INTO THE BUILDING.  SET IN TOP
 KV1805'OF THE CONCRETE LANDING OF THE STEPS TO THE LOWER PART OF THE
 KV1805'HIGH SCHOOL BUILDING, AT THE EAST SIDE OF THE BUILDING AND SET
 KV1805'FLUSH WITH THE CONCRETE LANDING.
 KV1805
 KV1805                          STATION RECOVERY (1964)
 KV1805
 KV1805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV1805'RECOVERED IN GOOD CONDITION.
 KV1805
 KV1805                          STATION RECOVERY (1994)
 KV1805
 KV1805'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1805'RECOVERED IN GOOD CONDITION.
 KV1805
 KV1805                          STATION RECOVERY (2002)
 KV1805
 KV1805'RECOVERY NOTE BY US POWER SQUADRON 2002 (NCS)
 KV1805'NOW SAUCON VALLEY MANOR FOR SENIOR LIVING (NO LONGER LOWER SAUCON HIGH
 KV1805'SCHOOL).
 KV1805
 KV1805                          STATION RECOVERY (2006)
 KV1805
 KV1805'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (SQ)
 KV1805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1875 ***********************************************************************
 LZ1875  DESIGNATION -  HEM ET
 LZ1875  PID         -  LZ1875
 LZ1875  STATE/COUNTY-  PA/WYOMING
 LZ1875  USGS QUAD   -  NOXEN (1981)
 LZ1875
 LZ1875                         *CURRENT SURVEY CONTROL
 LZ1875  ___________________________________________________________________
 LZ1875* NAD 83(1992)-  41 23 04.42987(N)    076 06 45.91146(W)     ADJUSTED  
 LZ1875* NAVD 88     -       645.     (meters)    2116.     (feet)  SCALED    
 LZ1875  ___________________________________________________________________
 LZ1875  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 LZ1875  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 LZ1875
 LZ1875  HORZ ORDER  -  SECOND
 LZ1875
 LZ1875.The horizontal coordinates were established by classical geodetic methods
 LZ1875.and adjusted by the National Geodetic Survey in June 2002..
 LZ1875
 LZ1875.The orthometric height was scaled from a topographic map.
 LZ1875
 LZ1875.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1875
 LZ1875.The geoid height was determined by GEOID03.
 LZ1875
 LZ1875;                    North         East     Units Scale Factor Converg.
 LZ1875;SPC PA N     -   136,546.374   736,932.269   MT  0.99995700   +1 04 59.2
 LZ1875;SPC PA N     -   447,985.90  2,417,751.95   sFT  0.99995700   +1 04 59.2
 LZ1875;UTM  18      - 4,582,046.056   406,961.055   MT  0.99970653   -0 44 08.5
 LZ1875
 LZ1875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1875!SPC PA N     -   0.99990382  x   0.99995700  =   0.99986082
 LZ1875!UTM  18      -   0.99990382  x   0.99970653  =   0.99961038
 LZ1875
 LZ1875|---------------------------------------------------------------------|
 LZ1875| PID    Reference Object                     Distance      Geod. Az  |
 LZ1875|                                                           dddmmss.s |
 LZ1875| CB3536 HEM ET RM 1                          12.683 METERS 09804     |
 LZ1875| LY2772 HARVEY FIRE TOWER                   APPROX.11.6 KM 1022459.0 |
 LZ1875| CB3537 HEM ET RM 2                          13.009 METERS 24011     |
 LZ1875|---------------------------------------------------------------------|
 LZ1875
 LZ1875                          SUPERSEDED SURVEY CONTROL
 LZ1875
 LZ1875  NAD 83(1986)-  41 23 04.42999(N)    076 06 45.91246(W) AD(       ) 2
 LZ1875  NAD 27      -  41 23 04.14460(N)    076 06 47.17161(W) AD(       ) 2
 LZ1875
 LZ1875.Superseded values are not recommended for survey control.
 LZ1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1875.See file dsdata.txt to determine how the superseded data were derived.
 LZ1875
 LZ1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL0696182046(NAD 83)
 LZ1875_MARKER: Z = SEE DESCRIPTION
 LZ1875_SETTING: 0 = UNSPECIFIED SETTING
 LZ1875
 LZ1875  HISTORY     - Date     Condition        Report By
 LZ1875  HISTORY     - 1968     MONUMENTED       USGS
 LZ1875  HISTORY     - 20031018 GOOD             INDIV
 LZ1875
 LZ1875                          STATION DESCRIPTION
 LZ1875
 LZ1875'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (AIM)
 LZ1875'STATION IS ABOUT 6.0 MILES NORTHWEST OF LEHMAN AND ABOUT 3.0 MILES
 LZ1875'NORTHWEST OF HARVEYS LAKE.
 LZ1875'
 LZ1875'TO REACH FROM JUNCTION OF STATE HIGHWAYS 118 AND 487 AT RED ROCK, GO
 LZ1875'EAST ON HIGHWAY 118 FOR 9.8 MILES TO JUNCTION OF STATE HIGHWAYS
 LZ1875'118 AND 29, TURN LEFT ON HIGHWAY 29 AND GO 3.8 MILES TO T-ROAD LEFT,
 LZ1875'TURN LEFT AND GO 1.1 MILES TO Y-FORK, TURN LEFT UPHILL FOR 0.6
 LZ1875'MILE TO T-ROAD LEFT, TURN LEFT AND GO 0.4 MILE TO TURN AROUND,
 LZ1875'CONTINUE UPHILL ON JEEP TRAIL 0.6 MILE TO TOP OF RIDGE, PACK IN
 LZ1875'NORTHWESTERLY DIRECTION ON TOP OF RIDGE FOR ABOUT 0.3 MILE TO
 LZ1875'PROMINENT KNOLL AND STATION.
 LZ1875'
 LZ1875'THE STATION MARK IS A STANDARD TABLET STAMPED HEM ET 1968 SET IN
 LZ1875'DRILL HOLE IN FLUSH 1.5- BY 1.5-FOOT ROCK OUTCROP.  IT IS 12 FEET
 LZ1875'SOUTH OF 4-INCH OAK TREE WITH STANDARD WITNESS SIGN, 5 FEET
 LZ1875'WEST-NORTHWEST OF 6-INCH OAK TREE WITH STANDARD WITNESS SIGN
 LZ1875'AND 5 FEET WEST OF 3-FOOT HIGH ROCK CAIRN.
 LZ1875'
 LZ1875'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK TABLET STAMPED HEM
 LZ1875'ET 1968 RM 1 SET IN DRILL HOLE IN 3- BY 3-FOOT BOULDER
 LZ1875'PROJECTING 1.5 FEET.  IT IS 36 FEET EAST-SOUTHEAST OF 3 FOOT HIGH
 LZ1875'ROCK CAIRN, 21 FEET SOUTHWEST OF TRAIL TO STATION AND 6.7 FEET
 LZ1875'SOUTH OF 6-INCH OAK TREE WITH STANDARD WITNESS SIGN.
 LZ1875'
 LZ1875'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK TABLET STAMPED HEM
 LZ1875'ET 1968 RM 2 SET IN DRILL HOLE IN 2- BY 3-FOOT BOULDER
 LZ1875'PROJECTING 0.5 FOOT.  IT IS 47.5 FEET SOUTHWEST OF 3 FOOT HIGH ROCK
 LZ1875'CAIRN AND 12.2 FEET NORTH OF 6-INCH OAK TREE WITH STANDARD
 LZ1875'WITNESS SIGN.
 LZ1875'
 LZ1875'THE AZIMUTH MARK IS THE CENTERLINE OF DALLAS LOOKOUT TOWER VISIBLE
 LZ1875'FROM GROUND.
 LZ1875'
 LZ1875'HEIGHT OF LIGHT ABOVE STATION MARK - 5.2 FEET.
 LZ1875
 LZ1875                          STATION RECOVERY (2003)
 LZ1875
 LZ1875'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (ZKM)
 LZ1875'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LZ1875'CONDITION.  THE STATION IS APPROXIMATELY 6 FEET WEST-NORTHWEST OF THE
 LZ1875'REMAINS OF THE ROCK CAIRN, 14 FEET NORTH OF A 12 INCH DIAMETER OAK
 LZ1875'TREE, AND 9 FEET SOUTH-SOUTHWEST OF A 5 INCH DIAMETER MAPLE TREE.  THE
 LZ1875'WITNESS SIGNS NO LONGER EXIST.  THE AZIMUTH MARK WAS NOT OBSERVED FROM
 LZ1875'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0511 ***********************************************************************
 JW0511  DESIGNATION -  HEMING
 JW0511  PID         -  JW0511
 JW0511  STATE/COUNTY-  PA/BEDFORD
 JW0511  USGS QUAD   -  RAINSBURG (1977)
 JW0511
 JW0511                         *CURRENT SURVEY CONTROL
 JW0511  ___________________________________________________________________
 JW0511* NAD 83(1992)-  39 57 07.91013(N)    078 33 55.37855(W)     ADJUSTED  
 JW0511* NAVD 88     -       421.935  (meters)    1384.30   (feet)  ADJUSTED  
 JW0511  ___________________________________________________________________
 JW0511  LAPLACE CORR-          -6.02  (seconds)                    DEFLEC99
 JW0511  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JW0511  DYNAMIC HT  -         421.695 (meters)    1383.51  (feet)  COMP
 JW0511  MODELED GRAV-     980,042.9   (mgal)                       NAVD 88
 JW0511
 JW0511  HORZ ORDER  -  SECOND
 JW0511  VERT ORDER  -  SECOND    CLASS 0
 JW0511
 JW0511.The horizontal coordinates were established by classical geodetic methods
 JW0511.and adjusted by the National Geodetic Survey in June 2002..
 JW0511
 JW0511.The orthometric height was determined by differential leveling
 JW0511.and adjusted by the National Geodetic Survey in June 1991..
 JW0511
 JW0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW0511
 JW0511.The geoid height was determined by GEOID03.
 JW0511
 JW0511.The dynamic height is computed by dividing the NAVD 88
 JW0511.geopotential number by the normal gravity value computed on the
 JW0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0511.degrees latitude (g = 980.6199 gals.).
 JW0511
 JW0511.The modeled gravity was interpolated from observed gravity values.
 JW0511
 JW0511;                    North         East     Units Scale Factor Converg.
 JW0511;SPC PA S     -    69,037.073   530,323.970   MT  0.99999710   -0 31 44.5
 JW0511;SPC PA S     -   226,499.13  1,739,904.56   sFT  0.99999710   -0 31 44.5
 JW0511;UTM  17      - 4,425,289.953   707,974.125   MT  1.00013251   +1 33 50.2
 JW0511
 JW0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW0511!SPC PA S     -   0.99993894  x   0.99999710  =   0.99993604
 JW0511!UTM  17      -   0.99993894  x   1.00013251  =   1.00007144
 JW0511
 JW0511:                Primary Azimuth Mark                     Grid Az
 JW0511:SPC PA S     -  HEMING AZ MK                             005 18 40.9
 JW0511:UTM  17      -  HEMING AZ MK                             003 13 06.2
 JW0511
 JW0511|---------------------------------------------------------------------|
 JW0511| PID    Reference Object                     Distance      Geod. Az  |
 JW0511|                                                           dddmmss.s |
 JW0511| CJ9969 HEMING AZ MK                                       0044656.4 |
 JW0511| JW0512 HEMING RM 1                           5.579 METERS 13007     |
 JW0511| JW1467 TEXAS E MAST 8 MI SSW BEDFORD       APPROX. 3.2 KM 2192027.9 |
 JW0511| JW0510 HEMING RM 2                           5.344 METERS 30154     |
 JW0511|---------------------------------------------------------------------|
 JW0511
 JW0511                          SUPERSEDED SURVEY CONTROL
 JW0511
 JW0511  NAD 83(1995)-  39 57 07.91738(N)    078 33 55.38525(W) AD(       ) 2
 JW0511  NAD 83(1991)-  39 57 07.91624(N)    078 33 55.38989(W) AD(       ) 2
 JW0511  NAD 83(1986)-  39 57 07.91762(N)    078 33 55.38954(W) AD(       ) 2
 JW0511  NAD 27      -  39 57 07.61728(N)    078 33 56.32637(W) AD(       ) 2
 JW0511  NGVD 29 (??/??/92)  422.102  (m)         1384.85   (f) ADJ UNCH    2 0
 JW0511
 JW0511.Superseded values are not recommended for survey control.
 JW0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0511.See file dsdata.txt to determine how the superseded data were derived.
 JW0511
 JW0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE0797425290(NAD 83)
 JW0511_MARKER: DR = REFERENCE MARK DISK
 JW0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0511_STAMPING: HEMING 1967
 JW0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0511+STABILITY: SURFACE MOTION
 JW0511
 JW0511  HISTORY     - Date     Condition        Report By
 JW0511  HISTORY     - 1967     MONUMENTED       CGS
 JW0511  HISTORY     - 1967     GOOD             CGS
 JW0511
 JW0511                          STATION DESCRIPTION
 JW0511
 JW0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 JW0511'THE STATION IS LOCAED ABOUT 5.5 MILES SOUTH-SOUTHWEST OF BEDFORD AND
 JW0511'0.2 MILE EAST OF U.S. HIGHWAY 220.  THE PROPERTY IS OWNED BY MR.
 JW0511'IRVING HEMING.
 JW0511'
 JW0511'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 220 AND 30
 JW0511'EAST IN BEDFORD, GO SOUTH ON U.S. HIGHWAY 220 FOR 5.8 MILES TO A
 JW0511'SIDE ROAD RIGHT, CONTINUE SOUTH ON THE HIGHWAY FOR 0.15 MILE TO A
 JW0511'WIRE GATE ON THE LEFT, JUST BEFORE REACHING 2 LARGE BARNS ON THE
 JW0511'LEFT.  THE AZIMUTH MARK IS 100 YARDS SOUTH OF THIS POINT AND ON THE
 JW0511'LEFT SIDE OF THE HIGHWAY.  TURN LEFT, THROUGH THE GATE, AND GO
 JW0511'EAST FOR 100 YARDS TO THE FOOT OF A STEEP HILL, TURN RIGHT AND GO
 JW0511'SOUTH FOR 0.25 MILE TO AN EAST AND WEST FENCE LINE, TURN LEFT AND
 JW0511'FOLLOW FENCE LINE UP HILL FOR 0.1 MILE TO THE STATION.
 JW0511'
 JW0511'THE STATION MARK IS 12 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 JW0511'TRACK ROAD, 4.5 FEET EAST OF A METAL WITNESS POST AND 3 FEET
 JW0511'NORTHEAST OF THE FENCE LINE.  THE MARK IS A STANDARD TRAVERSE DISK
 JW0511'SET IN TOP OF A ROUND CONCRETE POST SET FLUSH WITH THE GROUND AND
 JW0511'STAMPED HEMING 1967.
 JW0511'
 JW0511'REFERENCE MARK NUMBER 1 IS 28 FEET SOUTH OF THE APPROXIMATE CENTER OF
 JW0511'THE TRACK ROAD, 23 FEET SOUTHEAST OF A METAL WITNESS POST AND 1
 JW0511'FOOT NORTHEAST OF THE FENCE LINE.  THE MARK IS A STANDARD DISK SET IN
 JW0511'TOP OF A ROUND CONCRETE POST PROJECTING 1 INCH AND STAMPED HEMING
 JW0511'NO 1 1967.
 JW0511'
 JW0511'REFERENCE MARK NUMBER 2 IS 13 FEET NORTHWEST OF A METAL WITNESS POST,
 JW0511'9 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF TRACK ROAD AND 1
 JW0511'FOOT NORTHEAST OF THE FENCE LINE.  THE MARK IS A STANDARD DISK SET IN
 JW0511'TOP OF A ROUND CONCRETE POST PROJECTING 1 INCH AND STAMPED
 JW0511'HEMING NO 2 1967.
 JW0511'
 JW0511'THE AZIMUTH MARK IS 104 FEET SOUTHWEST OF A POWERLINE POLE WITH A
 JW0511'LIGHT, 22 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF U.S.
 JW0511'HIGHWAY 220 AND 5.4 FEET NORTHEAST OF A METAL WITNESS POST.  THE MARK
 JW0511'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE NORTH END OF A
 JW0511'CONCRETE CATCH BASIN AND IS STAMPED HEMING 1967.
 JW0511'
 JW0511'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 JW0511
 JW0511                          STATION RECOVERY (1967)
 JW0511
 JW0511'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JW0511'6.4 MI S FROM BEDFORD.
 JW0511'ABOUT 6.4 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM ITS JUNCTION
 JW0511'WITH U.S. HIGHWAY 30 IN BEDFORD, TO A FENCE ON THE LEFT JUST
 JW0511'BEFORE REACHING A BRICK HOUSE, THENCE, GO EAST ALONG FENCE LINE
 JW0511'0.15 MILE TO THE STATION, 17.53 FEET SOUTHEAST OF RM 2, 18.30
 JW0511'FEET NORTHWEST OF RM 1, 3 FEET NORTH OF THE FENCE LINE, SET
 JW0511'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH AND IS ABOUT
 JW0511'50 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0513 ***********************************************************************
 JW0513  DESIGNATION -  HEMING AZI
 JW0513  PID         -  JW0513
 JW0513  STATE/COUNTY-  PA/BEDFORD
 JW0513  USGS QUAD   -  RAINSBURG (1977)
 JW0513
 JW0513                         *CURRENT SURVEY CONTROL
 JW0513  ___________________________________________________________________
 JW0513* NAD 83(1986)-  39 57 22.     (N)    078 33 54.     (W)     SCALED    
 JW0513* NAVD 88     -       391.433  (meters)    1284.23   (feet)  ADJUSTED  
 JW0513  ___________________________________________________________________
 JW0513  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JW0513  DYNAMIC HT  -         391.210 (meters)    1283.49  (feet)  COMP
 JW0513  MODELED GRAV-     980,043.1   (mgal)                       NAVD 88
 JW0513
 JW0513  VERT ORDER  -  SECOND    CLASS 0
 JW0513
 JW0513.The horizontal coordinates were scaled from a topographic map and have
 JW0513.an estimated accuracy of +/- 6 seconds.
 JW0513
 JW0513.The orthometric height was determined by differential leveling
 JW0513.and adjusted by the National Geodetic Survey in June 1991..
 JW0513
 JW0513.The geoid height was determined by GEOID03.
 JW0513
 JW0513.The dynamic height is computed by dividing the NAVD 88
 JW0513.geopotential number by the normal gravity value computed on the
 JW0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0513.degrees latitude (g = 980.6199 gals.).
 JW0513
 JW0513.The modeled gravity was interpolated from observed gravity values.
 JW0513
 JW0513;                    North         East    Units  Estimated Accuracy
 JW0513;SPC PA S     -    69,470.      530,360.      MT  (+/- 180 meters Scaled)
 JW0513
 JW0513                          SUPERSEDED SURVEY CONTROL
 JW0513
 JW0513  NGVD 29 (??/??/92)  391.599  (m)         1284.77   (f) ADJ UNCH    2 0
 JW0513
 JW0513.Superseded values are not recommended for survey control.
 JW0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0513.See file dsdata.txt to determine how the superseded data were derived.
 JW0513
 JW0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE079257(NAD 83)
 JW0513_MARKER: DZ = AZIMUTH MARK DISK
 JW0513_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0513_SP_SET: CATCH BASIN
 JW0513_STAMPING: HEMING 1967
 JW0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0513
 JW0513  HISTORY     - Date     Condition        Report By
 JW0513  HISTORY     - 1967     MONUMENTED       CGS
 JW0513
 JW0513                          STATION DESCRIPTION
 JW0513
 JW0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JW0513'6.2 MI S FROM BEDFORD.
 JW0513'ABOUT 6.2 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM ITS JUNCTION
 JW0513'WITH U.S. HIGHWAY 30 IN BEDFORD, SET IN THE TOP OF THE BACKWALL
 JW0513'OF A CATCH-BASIN, 31 FEET SOUTHEAST OF THE CENTERLINE OF
 JW0513'HIGHWAY AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0512 ***********************************************************************
 JW0512  DESIGNATION -  HEMING RM 1
 JW0512  PID         -  JW0512
 JW0512  STATE/COUNTY-  PA/BEDFORD
 JW0512  USGS QUAD   -  RAINSBURG (1977)
 JW0512
 JW0512                         *CURRENT SURVEY CONTROL
 JW0512  ___________________________________________________________________
 JW0512* NAD 83(1986)-  39 57 07.     (N)    078 33 55.     (W)     SCALED    
 JW0512* NAVD 88     -       423.810  (meters)    1390.45   (feet)  ADJUSTED  
 JW0512  ___________________________________________________________________
 JW0512  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JW0512  DYNAMIC HT  -         423.569 (meters)    1389.66  (feet)  COMP
 JW0512  MODELED GRAV-     980,042.9   (mgal)                       NAVD 88
 JW0512
 JW0512  VERT ORDER  -  SECOND    CLASS 0
 JW0512
 JW0512.The horizontal coordinates were scaled from a topographic map and have
 JW0512.an estimated accuracy of +/- 6 seconds.
 JW0512
 JW0512.The orthometric height was determined by differential leveling
 JW0512.and adjusted by the National Geodetic Survey in June 1991..
 JW0512
 JW0512.The geoid height was determined by GEOID03.
 JW0512
 JW0512.The dynamic height is computed by dividing the NAVD 88
 JW0512.geopotential number by the normal gravity value computed on the
 JW0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0512.degrees latitude (g = 980.6199 gals.).
 JW0512
 JW0512.The modeled gravity was interpolated from observed gravity values.
 JW0512
 JW0512;                    North         East    Units  Estimated Accuracy
 JW0512;SPC PA S     -    69,010.      530,330.      MT  (+/- 180 meters Scaled)
 JW0512
 JW0512                          SUPERSEDED SURVEY CONTROL
 JW0512
 JW0512  NGVD 29 (??/??/92)  423.977  (m)         1391.00   (f) ADJ UNCH    2 0
 JW0512
 JW0512.Superseded values are not recommended for survey control.
 JW0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0512.See file dsdata.txt to determine how the superseded data were derived.
 JW0512
 JW0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE079252(NAD 83)
 JW0512_MARKER: DR = REFERENCE MARK DISK
 JW0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0512_STAMPING: HEMING NO 1 1967
 JW0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0512+STABILITY: SURFACE MOTION
 JW0512
 JW0512  HISTORY     - Date     Condition        Report By
 JW0512  HISTORY     - 1967     MONUMENTED       CGS
 JW0512
 JW0512                          STATION DESCRIPTION
 JW0512
 JW0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JW0512'6.4 MI S FROM BEDFORD.
 JW0512'AT THE HEMING STATION SITE-- 18.30 FEET SOUTHEAST OF THE STATION,
 JW0512'2.0 FEET NORTH OF THE FENCE LINE, SET IN THE TOP OF A CONCRETE
 JW0512'POST PROJECTING 1 INCH AND IS ABOUT 4 FEET ABOVE THE LEVEL
 JW0512'OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0510 ***********************************************************************
 JW0510  DESIGNATION -  HEMING RM 2
 JW0510  PID         -  JW0510
 JW0510  STATE/COUNTY-  PA/BEDFORD
 JW0510  USGS QUAD   -  RAINSBURG (1977)
 JW0510
 JW0510                         *CURRENT SURVEY CONTROL
 JW0510  ___________________________________________________________________
 JW0510* NAD 83(1986)-  39 57 07.     (N)    078 33 55.     (W)     SCALED    
 JW0510* NAVD 88     -       420.615  (meters)    1379.97   (feet)  ADJUSTED  
 JW0510  ___________________________________________________________________
 JW0510  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JW0510  DYNAMIC HT  -         420.375 (meters)    1379.18  (feet)  COMP
 JW0510  MODELED GRAV-     980,042.9   (mgal)                       NAVD 88
 JW0510
 JW0510  VERT ORDER  -  SECOND    CLASS 0
 JW0510
 JW0510.The horizontal coordinates were scaled from a topographic map and have
 JW0510.an estimated accuracy of +/- 6 seconds.
 JW0510
 JW0510.The orthometric height was determined by differential leveling
 JW0510.and adjusted by the National Geodetic Survey in June 1991..
 JW0510
 JW0510.The geoid height was determined by GEOID03.
 JW0510
 JW0510.The dynamic height is computed by dividing the NAVD 88
 JW0510.geopotential number by the normal gravity value computed on the
 JW0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0510.degrees latitude (g = 980.6199 gals.).
 JW0510
 JW0510.The modeled gravity was interpolated from observed gravity values.
 JW0510
 JW0510;                    North         East    Units  Estimated Accuracy
 JW0510;SPC PA S     -    69,010.      530,330.      MT  (+/- 180 meters Scaled)
 JW0510
 JW0510                          SUPERSEDED SURVEY CONTROL
 JW0510
 JW0510  NGVD 29 (??/??/92)  420.781  (m)         1380.51   (f) ADJ UNCH    2 0
 JW0510
 JW0510.Superseded values are not recommended for survey control.
 JW0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0510.See file dsdata.txt to determine how the superseded data were derived.
 JW0510
 JW0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE079252(NAD 83)
 JW0510_MARKER: DR = REFERENCE MARK DISK
 JW0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0510_STAMPING: HEMING NO 2 1967
 JW0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0510+STABILITY: SURFACE MOTION
 JW0510
 JW0510  HISTORY     - Date     Condition        Report By
 JW0510  HISTORY     - 1967     MONUMENTED       CGS
 JW0510
 JW0510                          STATION DESCRIPTION
 JW0510
 JW0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JW0510'6.4 MI S FROM BEDFORD.
 JW0510'AT THE HEMING STATION SITE-- 17.53 FEET NORTHWEST OF THE STATION,
 JW0510'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH, 3 FEET
 JW0510'NORTH OF THE FENCE LINE AND IS ABOUT 4 FEET BELOW THE LEVEL
 JW0510'OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1883 ***********************************************************************
 MB1883  DESIGNATION -  HENDERSON
 MB1883  PID         -  MB1883
 MB1883  STATE/COUNTY-  PA/MERCER
 MB1883  USGS QUAD   -  SANDY LAKE (1970)
 MB1883
 MB1883                         *CURRENT SURVEY CONTROL
 MB1883  ___________________________________________________________________
 MB1883* NAD 83(1992)-  41 18 36.76657(N)    080 03 17.06243(W)     ADJUSTED  
 MB1883* NAVD 88     -       486.     (meters)    1594.     (feet)  SCALED    
 MB1883  ___________________________________________________________________
 MB1883  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 MB1883  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 MB1883
 MB1883  HORZ ORDER  -  SECOND
 MB1883
 MB1883.The horizontal coordinates were established by classical geodetic methods
 MB1883.and adjusted by the National Geodetic Survey in June 2002..
 MB1883
 MB1883.The orthometric height was scaled from a topographic map.
 MB1883
 MB1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1883
 MB1883.The geoid height was determined by GEOID03.
 MB1883
 MB1883;                    North         East     Units Scale Factor Converg.
 MB1883;SPC PA N     -   129,562.597   407,033.082   MT  0.99995858   -1 31 28.8
 MB1883;SPC PA N     -   425,073.29  1,335,407.70   sFT  0.99995858   -1 31 28.8
 MB1883;UTM  17      - 4,573,625.458   579,124.422   MT  0.99967705   +0 37 26.5
 MB1883
 MB1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1883!SPC PA N     -   0.99992904  x   0.99995858  =   0.99988763
 MB1883!UTM  17      -   0.99992904  x   0.99967705  =   0.99960612
 MB1883
 MB1883:                Primary Azimuth Mark                     Grid Az
 MB1883:SPC PA N     -  CHICAGO NEW YORK AIRWAY BCN 40           174 06 17.0
 MB1883:UTM  17      -  CHICAGO NEW YORK AIRWAY BCN 40           171 57 21.7
 MB1883
 MB1883|---------------------------------------------------------------------|
 MB1883| PID    Reference Object                     Distance      Geod. Az  |
 MB1883|                                                           dddmmss.s |
 MB1883| MB1885 CHICAGO NEW YORK AIRWAY BCN 40      APPROX. 6.3 KM 1723448.2 |
 MB1883|---------------------------------------------------------------------|
 MB1883
 MB1883                          SUPERSEDED SURVEY CONTROL
 MB1883
 MB1883  NAD 83(1995)-  41 18 36.76891(N)    080 03 17.06423(W) AD(       ) 2
 MB1883  NAD 83(1986)-  41 18 36.77116(N)    080 03 17.06602(W) AD(       ) 2
 MB1883  NAD 27      -  41 18 36.56400(N)    080 03 17.85100(W) AD(       ) 2
 MB1883
 MB1883.Superseded values are not recommended for survey control.
 MB1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1883.See file dsdata.txt to determine how the superseded data were derived.
 MB1883
 MB1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF7912473625(NAD 83)
 MB1883_MARKER: Z = SEE DESCRIPTION
 MB1883_SETTING: 0 = UNSPECIFIED SETTING
 MB1883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB1883
 MB1883  HISTORY     - Date     Condition        Report By
 MB1883  HISTORY     - 1937     MONUMENTED       PAGS
 MB1883  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MB1883
 MB1883                          STATION DESCRIPTION
 MB1883
 MB1883'DESCRIBED BY PENNSYLVANIA GEODETIC SURVEY 1937
 MB1883'LOCATED ALONG COUNTY ROAD 43055, 0.8 MILE NW OF HENDERSON.  STATION
 MB1883'IS ON KNOB TO S OF ROAD ON BARE KNOLL ON PROPERTY OF WM. BARKER,
 MB1883'ATTORNEY AT MERCER, PENNSYLVANIA.
 MB1883'
 MB1883'SURFACE MARK IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK, SET IN
 MB1883'10-BY 10-INCH SQUARE CONCRETE POST, PROJECTING 10 INCHES.
 MB1883'UNDERGROUND MARK IS A SQUARE BLOCK OF CONCRETE BELOW THE GROUND,
 MB1883'CONTAINING A PA. COORDINATE SYSTEM STANDARD BRONZE DISK.
 MB1883'
 MB1883'REFERENCE MARK NO. 1 IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK,
 MB1883'SET IN CONCRETE IN A 9-BY 8-INCH IRREGULAR SANDSTONE,
 MB1883'PROJECTING 3 INCHES AND IS NE OF STATION ON UP ROAD PAST HOUSE 86
 MB1883'PACES.  MARK IS ACROSS FENCE ON LEFT SIDE OF ROAD, 21 FEET S OF
 MB1883'CENTER LINE.  REFERENCE MARK NO. 2 IS A PA. COORDINATE SYSTEM
 MB1883'STANDARD BRONZE DISK, SET IN CONCRETE IN AN IRREGULAR
 MB1883'SANDSTONE PROJECTING 4 INCHES AND IS SE OF STATION IN FENCE LINE.
 MB1883'
 MB1883'TO REACH STATION FROM JACKSON CENTER, GO NE ON STATE ROUTE 965 TO
 MB1883'HENDERSONVILLE.
 MB1883'
 MB1883'HEIGHT OF LIGHT ABOVE STATION MARK - 26.5 METERS.
 MB1883
 MB1883                          STATION RECOVERY (1960)
 MB1883
 MB1883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 MB1883'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND IN
 MB1883'GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND DESTROYED, THE
 MB1883'POST HAD BEEN KNOCKED OUT OF THE GROUND BY HIGHWAY EQUIPMENT.  THE
 MB1883'DISTANCE FROM THE STATION TO R.M. NO.  2 WAS NOT PREVIOUSLY MEASURED,
 MB1883'AND IT COULD NOT BE ACCURATELY MEASURED AT THIS TIME WITHOUT A
 MB1883'CONSIDERABLE AMOUNT OF CLEARING, BUT THE DISTANCE IS
 MB1883'APPROXIMATELY 250 FEET.  THE PROPERTY IS OWNED BY DALE BOYD, BUT A.N.
 MB1883'SNYDER LIVES ON THE PREMISES AND IS MAINTENANCE MAN FOR THE OIL
 MB1883'WELLS ON THE PROPERTY.  A COMPLETE NEW DESCRIPTION FOLLOWS- STATION
 MB1883'IS LOCATED ABOUT 3.5 MILES SOUTHEAST OF SANDY LAKE, 1.1 MILES
 MB1883'NORTHWEST OF HENDERSON, AND ON A WOODED KNOLL ABOUT 700 FEET
 MB1883'SOUTHWEST OF ROUTE 43005.  IT IS ABOUT 180 FEET NORTHWEST OF AN OIL
 MB1883'WELL, 120 FEET WEST OF A WOODS ROAD, 52 FEET SOUTH OF A 24 INCH OAK
 MB1883'TREE, 55 FEET EAST OF A 24 INCH TWIN TRUNK OAK TREE, AND 3 FEET NORTH
 MB1883'OF A 6 INCH OAK TREE WITH A U.S.C. AND G.S. WITNESS SIGN NAILED
 MB1883'ON THE EAST SIDE.  THE MARK IS A PENNA. COORDINATE SYSTEM DISK SET IN
 MB1883'THE TOP OF A 10 BY 10 INCH CONCRETE POST PROJECTING 8 INCHES,
 MB1883'STAMPED HENDERSON 1937. (NOTES 1A, 7A).
 MB1883'
 MB1883'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION AND IN AN EAST-WEST
 MB1883'FENCE LINE.  IT IS 7.5 FEET WEST OF THE CENTER LINE OF THE WOODS
 MB1883'ROAD, 3 FEET NORTHWEST OF THE WEST GATEPOST, AND 2.6 FEET NORTH OF
 MB1883'THE FENCE.  THE MARK IS A PENNA.  COORDINATE SYSTEM DISK SET
 MB1883'IN A DRILL HOLE IN THE TOP OF AN IRREGULAR SHAPED SANDSTONE BOULDER
 MB1883'PROJECTING 2 INCHES, STAMPED HENDERSON NO 2 1937.
 MB1883'
 MB1883'TO REACH FROM JACKSON CENTER, GO NORTHEAST ON STATE HIGHWAY 965 FOR 6
 MB1883'MILES TO THE VILLAGE OF HENDERSON, TURN LEFT ON ROUTE 43005 AND GO
 MB1883'NORTHWEST FOR 1.1 MILES TO MR. SNYDERS HOUSE ON LEFT.  FROM THIS
 MB1883'POINT WALK SOUTH ALONG WOODS ROAD FOR ABOUT 700 FEET TO STATION ON
 MB1883'RIGHT AT POINT OF KNOLL AS DESCRIBED.
 MB1883'
 MB1883'NEEDED- ONE REFERENCE MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV7093 ***********************************************************************
 KV7093  DESIGNATION -  HENRY
 KV7093  PID         -  KV7093
 KV7093  STATE/COUNTY-  PA/PHILADELPHIA
 KV7093  USGS QUAD   -  GERMANTOWN (1997)
 KV7093
 KV7093                         *CURRENT SURVEY CONTROL
 KV7093  ___________________________________________________________________
 KV7093* NAD 83(1996)-  40 02 54.96142(N)    075 13 07.36673(W)     ADJUSTED  
 KV7093* NAVD 88     -        88.8    (meters)     291.     (feet)  GPS OBS   
 KV7093  ___________________________________________________________________
 KV7093  X           -   1,247,401.823 (meters)                     COMP
 KV7093  Y           -  -4,727,477.649 (meters)                     COMP
 KV7093  Z           -   4,082,153.739 (meters)                     COMP
 KV7093  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 KV7093  ELLIP HEIGHT-          55.63  (meters)          (08/10/01) GPS OBS
 KV7093  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KV7093
 KV7093  HORZ ORDER  -  FIRST
 KV7093  ELLP ORDER  -  FOURTH    CLASS II
 KV7093
 KV7093.The horizontal coordinates were established by GPS observations
 KV7093.and adjusted by the National Geodetic Survey in May 1999..
 KV7093
 KV7093.The orthometric height was determined by GPS observations and a
 KV7093.high-resolution geoid model.
 KV7093
 KV7093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7093
 KV7093.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7093
 KV7093.The ellipsoidal height was determined by GPS observations
 KV7093.and is referenced to NAD 83.
 KV7093
 KV7093.The geoid height was determined by GEOID03.
 KV7093
 KV7093;                    North         East     Units Scale Factor Converg.
 KV7093;SPC PA S     -    82,514.803   815,970.003   MT  0.99998398   +1 38 32.2
 KV7093;SPC PA S     -   270,717.32  2,677,061.58   sFT  0.99998398   +1 38 32.2
 KV7093;UTM  18      - 4,433,174.321   481,343.960   MT  0.99960428   -0 08 26.6
 KV7093
 KV7093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7093!SPC PA S     -   0.99999127  x   0.99998398  =   0.99997525
 KV7093!UTM  18      -   0.99999127  x   0.99960428  =   0.99959556
 KV7093
 KV7093                          SUPERSEDED SURVEY CONTROL
 KV7093
 KV7093  NAD 83(1992)-  40 02 54.96104(N)    075 13 07.36687(W) AD(       ) 1
 KV7093  ELLIP H (06/28/94)   55.58   (m)                       GP(       ) 4 1
 KV7093
 KV7093.Superseded values are not recommended for survey control.
 KV7093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7093.See file dsdata.txt to determine how the superseded data were derived.
 KV7093
 KV7093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8134433174(NAD 83)
 KV7093_MARKER: DD = SURVEY DISK
 KV7093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7093_SP_SET: CONCRETE POST
 KV7093_STAMPING: HENRY 1993
 KV7093_MARK LOGO: PA6540
 KV7093_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7093+STABILITY: SURFACE MOTION
 KV7093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7093+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2004
 KV7093
 KV7093  HISTORY     - Date     Condition        Report By
 KV7093  HISTORY     - 1993     MONUMENTED       PA6540
 KV7093  HISTORY     - 20000406 GOOD             STEWRT
 KV7093  HISTORY     - 20040311 GOOD             DEWDAV
 KV7093
 KV7093                          STATION DESCRIPTION
 KV7093
 KV7093'DESCRIBED BY CITY OF PHILADELPHIA PENNSYLVANIA 1993
 KV7093'THE STATION IS LOCATED IN THE 21ST WARD OF THE CITY OF PHILADELPHIA,IN
 KV7093'THE ROXBOROUGH SECTION OF THE CITY, IN A GRASS DIVISOR IN THE CENTER
 KV7093'OF HENRY AVENUE IN FRONT OF 7036 HENRY AVENUE AND THE SAUL FARM
 KV7093'SCHOOL, 45 FT (13.7 M) NORTHEAST OF A STREET LIGHT, 45 FT (13.7 M)
 KV7093'SOUTHWEST OF THE NORTHWEST END OF A GUIDE RAIL AND 311 FT (94.8 M)
 KV7093'SOUTHEAST OF THE GRASS DIVISOR. THE STATION IS SOUTHEAST OF THE
 KV7093'SOUTHWEST CORNER OF THE INTERSECTION OF CINNAMINSON STREET AND HENRY
 KV7093'AVENUE. THIS IS A RESIDENTIAL SECTION OF THE CITY. THE MARK IS 0.3 FT
 KV7093'(0.1 M) BELOW THE SURFACE. THE MARK IS A CITY OF PHILADELPHIA
 KV7093'HORIZONTAL CONTROL NETWORK BRASS DISC STAMPED HENRY 1993.
 KV7093'TO REACH THE STATION FROM THE INTERSECTION OF HENRY AVENUE AND
 KV7093'ALLEGHENY AVENUE, GO NORTH ON HENRY AVENUE FOR 4.1 MI (6.6 KM) TO
 KV7093'CINNAMINSON STREET.
 KV7093
 KV7093                          STATION RECOVERY (2000)
 KV7093
 KV7093'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2000 (JMS)
 KV7093'SUITABLE FOR SATELLITE OBSERVATION.
 KV7093
 KV7093                          STATION RECOVERY (2004)
 KV7093
 KV7093'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (CSW)
 KV7093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2131 ***********************************************************************
 KX2131  DESIGNATION -  HERMAN
 KX2131  PID         -  KX2131
 KX2131  STATE/COUNTY-  PA/BUTLER
 KX2131  USGS QUAD   -  SAXONBURG (1977)
 KX2131
 KX2131                         *CURRENT SURVEY CONTROL
 KX2131  ___________________________________________________________________
 KX2131* NAD 83(1992)-  40 51 02.51755(N)    079 49 36.77291(W)     ADJUSTED  
 KX2131* NAVD 88     -       422.1    (meters)    1385.     (feet)  VERTCON   
 KX2131  ___________________________________________________________________
 KX2131  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 KX2131  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 KX2131
 KX2131  HORZ ORDER  -  FIRST
 KX2131
 KX2131.The horizontal coordinates were established by classical geodetic methods
 KX2131.and adjusted by the National Geodetic Survey in June 2002..
 KX2131
 KX2131.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2131
 KX2131.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2131
 KX2131.The geoid height was determined by GEOID03.
 KX2131
 KX2131;                    North         East     Units Scale Factor Converg.
 KX2131;SPC PA S     -   170,543.444   424,886.473   MT  0.99998383   -1 20 50.9
 KX2131;SPC PA S     -   559,524.62  1,393,981.70   sFT  0.99998383   -1 20 50.9
 KX2131;UTM  17      - 4,522,845.683   598,884.379   MT  0.99972035   +0 46 02.6
 KX2131
 KX2131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2131!SPC PA S     -   0.99993908  x   0.99998383  =   0.99992292
 KX2131!UTM  17      -   0.99993908  x   0.99972035  =   0.99965945
 KX2131
 KX2131:                Primary Azimuth Mark                     Grid Az
 KX2131:SPC PA S     -  LITTLE                                   098 44 00.9
 KX2131:UTM  17      -  LITTLE                                   096 37 07.4
 KX2131
 KX2131|---------------------------------------------------------------------|
 KX2131| PID    Reference Object                     Distance      Geod. Az  |
 KX2131|                                                           dddmmss.s |
 KX2131| KX2127 LITTLE                              APPROX. 2.6 KM 0972310.0 |
 KX2131| CX4673 HERMAN RM 1                          23.887 METERS 19011     |
 KX2131| CX4672 HERMAN AZ MK                                       2333113.4 |
 KX2131| KX2147 BUTLER PEOPLES MICROWAVE TOWER      APPROX. 4.8 KM 2511044.2 |
 KX2131| KX2134 BUTLER PHILLIPS GAS RADIO MAST      APPROX. 4.5 KM 2612541.2 |
 KX2131| KX2143 BUTLER RADIO STATION WBUT MAST      APPROX. 6.0 KM 2613633.9 |
 KX2131| KX2144 BUTLER SOUTH HILLS MUN TANK         APPROX. 4.9 KM 2672258.9 |
 KX2131| CX4674 HERMAN RM 2                          20.644 METERS 33320     |
 KX2131|---------------------------------------------------------------------|
 KX2131
 KX2131                          SUPERSEDED SURVEY CONTROL
 KX2131
 KX2131  NAD 83(1995)-  40 51 02.52059(N)    079 49 36.76721(W) AD(       ) 1
 KX2131  NAD 83(1986)-  40 51 02.52101(N)    079 49 36.77559(W) AD(       ) 1
 KX2131  NAD 27      -  40 51 02.28820(N)    079 49 37.58450(W) AD(       ) 1
 KX2131  NGVD 29 (07/19/86)  422.2    (m)         1385.     (f) VERT ANG       
 KX2131
 KX2131.Superseded values are not recommended for survey control.
 KX2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2131.See file dsdata.txt to determine how the superseded data were derived.
 KX2131
 KX2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF9888422846(NAD 83)
 KX2131_MARKER: DS = TRIANGULATION STATION DISK
 KX2131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2131
 KX2131  HISTORY     - Date     Condition        Report By
 KX2131  HISTORY     - 1958     MONUMENTED       CGS
 KX2131  HISTORY     - 1967     GOOD             CGS
 KX2131  HISTORY     - 1974     GOOD             NGS
 KX2131
 KX2131                          STATION DESCRIPTION
 KX2131
 KX2131'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2131'THE STATION IS APPROXIMATELY 4.0 MILES EAST-SOUTHEAST OF BUTLER AND
 KX2131'1.75 MILES NORTHWEST OF HERMAN, ON SUMMIT OF A LOCALLY
 KX2131'PROMINENT HILL OWNED BY MR. PAUL REX.
 KX2131'
 KX2131'TO REACH FROM THE JUNCTIONS OF U.S. HIGHWAY 422 AND STATE HIGHWAY 228
 KX2131'IN WORTHINGTON, GO WEST ON HIGHWAY 422 FOR 10.55 MILES TO A
 KX2131'SIDE ROAD ON THE LEFT AND PARADISE INN ON THE RIGHT, TURN LEFT ON
 KX2131'SURFACED ROAD AND GO 1.2 MILES TO TOP OF HILL AND STATION ON
 KX2131'THE LEFT.
 KX2131'
 KX2131'STATION MARKS ARE STANDARD DISKS STAMPED HERMAN 1958. THE SURFACE
 KX2131'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 KX2131'THE GROUND. IT IS 97 FEET SOUTH-SOUTHWEST OF THE CENTER OF GRAVEL
 KX2131'ROAD AND 91 FEET EAST OF THE CENTER OF SURFACED ROAD. THE
 KX2131'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES
 KX2131'BELOW THE SURFACE OF THE GROUND. A STANDARD WITNESS POST WAS
 KX2131'SET 2 FEET EAST-NORTHEAST OF THE MARK.
 KX2131'
 KX2131'REFERENCE MARK NO. 1 A STANDARD DISK STAMPED HERMAN NO 1 1958, IS SET
 KX2131'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 KX2131'GROUND. IT IS 75 FEET EAST OF THE CENTER OF SURFACED ROAD, 7.6 FEET
 KX2131'NORTH-NORTHEAST OF A 6 INCH PINE TREE AND 12.6 FEET
 KX2131'NORTHWEST OF A 10 INCH OAK TREE.
 KX2131'
 KX2131'REFERENCE MARK NO. 2 A STANDARD DISK STAMPED HERMAN NO 2 1958, IS SET
 KX2131'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 KX2131'GROUND. IT IS 34 FEET EAST OF SURFACED ROAD, 13 FEET SOUTH-SOUTHWEST
 KX2131'OF A 12 INCH PINE TREE AND 35 FEET SOUTH-SOUTHWEST OF THE
 KX2131'CENTER OF GRAVEL ROAD.
 KX2131'
 KX2131'AZIMUTH MARK IS A STANDARD DISK STAMPED HERMAN 1958, IS SET IN A
 KX2131'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS 17 FEET
 KX2131'NORTH-NORTHEAST OF THE CENTER OF GRAVEL ROAD AND 7.6 FEET NORTHEAST
 KX2131'OF A TRIANGLE BLAZE ON A 12 INCH OAK TREE. A STANDARD
 KX2131'WITNESS POST WAS SET 1.6 FEET SOUTHWEST OF THE MARK.
 KX2131'
 KX2131'TO REACH AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.1 MILE TO
 KX2131'GRAVEL CROSSROADS, TURN RIGHT AND GO 0.3 MILE TO AZIMUTH MARK
 KX2131'ON THE RIGHT.
 KX2131
 KX2131                          STATION RECOVERY (1967)
 KX2131
 KX2131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2131'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH MARK
 KX2131'WERE RECOVERED IN GOOD CONDITION. THE 1958 DESCRIPTION IS
 KX2131'ADEQUATE.
 KX2131
 KX2131                          STATION RECOVERY (1974)
 KX2131
 KX2131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KX2131'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 KX2131'THE AZIMUTH MARK IS NO LONGER VISIBLE FROM THE GROUND. THE
 KX2131'TREES ON LINE HAVE GROWN AND ARE NOW OBSTRUCTING THE LINE.
 KX2131'TRIANGULATION STATION LITTLE 1967 MAY BE USED AS AN AZIMUTH
 KX2131'MARK.
 KX2131'
 KX2131'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1-3/4 MILES NORTH
 KX2131'OF HERMAN.
 KX2131'
 KX2131'UNABLE TO MEASURE BETWEEN RMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2128 ***********************************************************************
 KX2128  DESIGNATION -  HERMAN ATT MICROWAVE KGN 91
 KX2128  PID         -  KX2128
 KX2128  STATE/COUNTY-  PA/BUTLER
 KX2128  USGS QUAD   -  SAXONBURG (1977)
 KX2128
 KX2128                         *CURRENT SURVEY CONTROL
 KX2128  ___________________________________________________________________
 KX2128* NAD 83(1992)-  40 50 52.52973(N)    079 47 46.74991(W)     ADJUSTED  
 KX2128* NAVD 88     -                                                        
 KX2128  ___________________________________________________________________
 KX2128  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 KX2128  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 KX2128
 KX2128  HORZ ORDER  -  THIRD
 KX2128
 KX2128.The horizontal coordinates were established by classical geodetic methods
 KX2128.and adjusted by the National Geodetic Survey in June 2002..
 KX2128
 KX2128
 KX2128.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2128
 KX2128.The geoid height was determined by GEOID03.
 KX2128
 KX2128;                    North         East     Units Scale Factor Converg.
 KX2128;SPC PA S     -   170,175.276   427,455.719   MT  0.99998349   -1 19 39.5
 KX2128;SPC PA S     -   558,316.72  1,402,410.97   sFT  0.99998349   -1 19 39.5
 KX2128;UTM  17      - 4,522,572.652   601,464.790   MT  0.99972671   +0 47 14.4
 KX2128
 KX2128                          SUPERSEDED SURVEY CONTROL
 KX2128
 KX2128  NAD 83(1995)-  40 50 52.53370(N)    079 47 46.75039(W) AD(       ) 4
 KX2128  NAD 83(1986)-  40 50 52.53256(N)    079 47 46.75416(W) AD(       ) 4
 KX2128  NAD 27      -  40 50 52.30194(N)    079 47 47.57071(W) AD(       ) 3
 KX2128
 KX2128.Superseded values are not recommended for survey control.
 KX2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2128.See file dsdata.txt to determine how the superseded data were derived.
 KX2128
 KX2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF0146522573(NAD 83)
 KX2128_MARKER: 45 = MICROWAVE TOWER
 KX2128
 KX2128  HISTORY     - Date     Condition        Report By
 KX2128  HISTORY     - 1967     FIRST OBSERVED   CGS
 KX2128  HISTORY     - 1967     GOOD             CGS
 KX2128
 KX2128                          STATION DESCRIPTION
 KX2128
 KX2128'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2128'STATION IS THE CENTER OF THE AMERICAN TELEPHONE AND TELEGRAPH CO.
 KX2128'TOWER, PAINTED ALTERNATELY RED AND WHITE AND 337 FEET IN HEIGHT.  IT
 KX2128'IS LOCATED 8 MILES WEST OF WORTHINGTON, 5 MILES EAST OF BUTLER AND 1
 KX2128'3/4 MILES NORTH NORTHEAST OF HERMAN. A TRAVERSE CONNECTION WAS MADE
 KX2128'TO TRAVERSE STATION LITTLE, DISTANCE BEING 107.26 FEET OR 32.693
 KX2128'METERS SOUTHWEST.
 KX2128
 KX2128                          STATION RECOVERY (1967)
 KX2128
 KX2128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CLN)
 KX2128'THIS STATION WAS NOT VISITED AT THIS DATE, HOWEVER IT WAS
 KX2128'INTERSECTED FROM OTHER STATIONS.
 KX2128'
 KX2128'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILE SOUTHEAST OF
 KX2128'BUTLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2132 ***********************************************************************
 KX2132  DESIGNATION -  HERMAN ST MARYS MONASTERY TANK
 KX2132  PID         -  KX2132
 KX2132  STATE/COUNTY-  PA/BUTLER
 KX2132  USGS QUAD   -  SAXONBURG (1977)
 KX2132
 KX2132                         *CURRENT SURVEY CONTROL
 KX2132  ___________________________________________________________________
 KX2132* NAD 83(1992)-  40 49 50.52178(N)    079 48 56.41454(W)     ADJUSTED  
 KX2132* NAVD 88     -                                                        
 KX2132  ___________________________________________________________________
 KX2132  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 KX2132  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 KX2132
 KX2132  HORZ ORDER  -  THIRD
 KX2132
 KX2132.The horizontal coordinates were established by classical geodetic methods
 KX2132.and adjusted by the National Geodetic Survey in June 2002..
 KX2132
 KX2132
 KX2132.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2132
 KX2132.The geoid height was determined by GEOID03.
 KX2132
 KX2132;                    North         East     Units Scale Factor Converg.
 KX2132;SPC PA S     -   168,301.034   425,779.591   MT  0.99998145   -1 20 24.7
 KX2132;SPC PA S     -   552,167.64  1,396,911.87   sFT  0.99998145   -1 20 24.7
 KX2132;UTM  17      - 4,520,638.333   599,859.380   MT  0.99972274   +0 46 27.9
 KX2132
 KX2132                          SUPERSEDED SURVEY CONTROL
 KX2132
 KX2132  NAD 83(1995)-  40 49 50.52733(N)    079 48 56.41209(W) AD(       ) 4
 KX2132  NAD 83(1986)-  40 49 50.52666(N)    079 48 56.41901(W) AD(       ) 4
 KX2132  NAD 27      -  40 49 50.29300(N)    079 48 57.22900(W) AD(       ) 3
 KX2132
 KX2132.Superseded values are not recommended for survey control.
 KX2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2132.See file dsdata.txt to determine how the superseded data were derived.
 KX2132
 KX2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF9985920638(NAD 83)
 KX2132_MARKER: 53 = ELEVATED TANK
 KX2132
 KX2132  HISTORY     - Date     Condition        Report By
 KX2132  HISTORY     - 1958     FIRST OBSERVED   CGS
 KX2132  HISTORY     - 1967     GOOD             CGS
 KX2132  HISTORY     - 1974     GOOD             NGS
 KX2132
 KX2132                          STATION DESCRIPTION
 KX2132
 KX2132'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2132'STATION IS THE BALL ATOP THE TANK WHICH IS LOCATED AT THE ST. MARYS
 KX2132'MONASTERY IN THE VILLAGE OF HERMAN.
 KX2132'
 KX2132'THE TANK IS A FOUR-LEGGED STEEL STRUCTURE APPROXIMATELY 120 FEET
 KX2132'HIGH. THE TANK IS PAINTED SILVER.
 KX2132
 KX2132                          STATION RECOVERY (1967)
 KX2132
 KX2132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2132'STATION RECOVERED AS DESCRIBED IN 1958 BY W.E.R.
 KX2132
 KX2132                          STATION RECOVERY (1974)
 KX2132
 KX2132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KX2132'THIS STATION WAS NOT VISITED AT THIS DATE, HOWEVER IT WAS INTERSECTED
 KX2132'FROM TRIANGULATION STATION LITTLE 1967.
 KX2132'
 KX2132'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-3-1/2 MILES
 KX2132'SOUTHEAST OF BUTLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3159 ***********************************************************************
 KW3159  DESIGNATION -  HERNDON
 KW3159  PID         -  KW3159
 KW3159  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW3159  USGS QUAD   -  PILLOW (1975)
 KW3159
 KW3159                         *CURRENT SURVEY CONTROL
 KW3159  ___________________________________________________________________
 KW3159* NAD 83(1992)-  40 43 09.93724(N)    076 50 12.75270(W)     ADJUSTED  
 KW3159* NAVD 88     -       167.4    (meters)     549.     (feet)  VERTCON   
 KW3159  ___________________________________________________________________
 KW3159  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 KW3159  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 KW3159
 KW3159  HORZ ORDER  -  SECOND
 KW3159
 KW3159.The horizontal coordinates were established by classical geodetic methods
 KW3159.and adjusted by the National Geodetic Survey in June 2002..
 KW3159
 KW3159.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW3159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW3159
 KW3159.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3159
 KW3159.The geoid height was determined by GEOID03.
 KW3159
 KW3159;                    North         East     Units Scale Factor Converg.
 KW3159;SPC PA N     -    61,793.346   677,151.659   MT  1.00003050   +0 36 14.6
 KW3159;SPC PA N     -   202,733.67  2,221,621.73   sFT  1.00003050   +0 36 14.6
 KW3159;SPC PA S     -   154,305.642   677,147.082   MT  0.99997047   +0 35 32.7
 KW3159;SPC PA S     -   506,251.09  2,221,606.72   sFT  0.99997047   +0 35 32.7
 KW3159;UTM  18      - 4,509,234.188   344,858.692   MT  0.99989626   -1 11 54.7
 KW3159
 KW3159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3159!SPC PA N     -   0.99997903  x   1.00003050  =   1.00000953
 KW3159!SPC PA S     -   0.99997903  x   0.99997047  =   0.99994950
 KW3159!UTM  18      -   0.99997903  x   0.99989626  =   0.99987529
 KW3159
 KW3159|---------------------------------------------------------------------|
 KW3159| PID    Reference Object                     Distance      Geod. Az  |
 KW3159|                                                           dddmmss.s |
 KW3159| CB3540 HERNDON RM 1                          7.855 METERS 08908     |
 KW3159| KW3164 STAUFFER                            APPROX. 7.7 KM 2295529.0 |
 KW3159| CB3541 HERNDON RM 2                          5.450 METERS 26809     |
 KW3159|---------------------------------------------------------------------|
 KW3159
 KW3159                          SUPERSEDED SURVEY CONTROL
 KW3159
 KW3159  NAD 83(1986)-  40 43 09.93561(N)    076 50 12.74918(W) AD(       ) 2
 KW3159  NAD 27      -  40 43 09.62985(N)    076 50 13.85121(W) AD(       ) 2
 KW3159  NGVD 29 (07/19/86)  167.6    (m)          550.     (f) VERT ANG       
 KW3159
 KW3159.Superseded values are not recommended for survey control.
 KW3159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3159.See file dsdata.txt to determine how the superseded data were derived.
 KW3159
 KW3159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL4485909234(NAD 83)
 KW3159_MARKER: DE = TRAVERSE STATION DISK
 KW3159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3159
 KW3159  HISTORY     - Date     Condition        Report By
 KW3159  HISTORY     - 1966     MONUMENTED       CGS
 KW3159  HISTORY     - 1987     GOOD             USPSQD
 KW3159
 KW3159                          STATION DESCRIPTION
 KW3159
 KW3159'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW3159'THE STATION IS LOCATED ABOUT 6 MILES SOUTH-SOUTHEAST OF SELINSGROVE,
 KW3159'1.7 MILES NORTHEAST OF PORT TREVORTON, 0.8 MILE NORTH OF
 KW3159'HERNDON AND 0.1 MILE EAST OF STATE HIGHWAY 147.  THE PROPERTY IS
 KW3159'OWNED BY MR. EUGENE BOBB.
 KW3159'
 KW3159'TO REACH THE STATION FROM THE POST OFFICE IN HERNDON, GO NORTH ON
 KW3159'STATE HIGHWAY 147 FOR 0.85 MILE TO A SIDE ROAD ON THE RIGHT,
 KW3159'JUST BEFORE REACHING A HISTORIC MARKER ON THE LEFT, TURN RIGHT AND GO
 KW3159'SOUTHEAST UP STEEP GRADED ROAD FOR 0.15 MILE TO THE TOP OF
 KW3159'GRADE AND AN OPENING IN THE FENCE ON THE RIGHT, JUST AFTER PASSING A
 KW3159'LARGE WILD CHERRY TREE ON THE RIGHT, TURN RIGHT AND GO WEST
 KW3159'ALONG THE FENCE FOR 0.05 MILE TO THE STATION IN THE FENCE LINE.
 KW3159'
 KW3159'THE STATION MARK IS 4 FEET WEST OF A METAL WITNESS POST AND 1 FOOT
 KW3159'SOUTH OF THE FENCE.  THE MARK IS A STANDARD TRAVERSE DISK
 KW3159'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES AND
 KW3159'STAMPED HERNDON 1966.
 KW3159'
 KW3159'REFERENCE MARK NO. 1 IS 21 FEET EAST OF A METAL WITNESS POST AND 1
 KW3159'FOOT SOUTH OF THE FENCE.  THE MARK IS A STANDARD DISK
 KW3159'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES AND
 KW3159'STAMPED HERNDON NO 1 1966.
 KW3159'
 KW3159'REFERENCE MARK NO. 2 IS 22 FEET WEST OF A METAL WITNESS POST AND 1
 KW3159'FOOT SOUTH OF THE FENCE LINE.  THE MARK IS A STANDARD DISK
 KW3159'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES AND
 KW3159'STAMPED HERNDON NO 2 1966.
 KW3159'
 KW3159'BENCH MARK R 146 IS 234 FEET NORTH OF MILE POST 128, 8 FEET WEST OF
 KW3159'THE WEST RAIL OF RAILROAD TRACKS AND ABOUT 2 FEET BELOW THE
 KW3159'LEVEL OF TRACKS.  THE MARK IS A STANDARD BENCH MARK DISK CEMENTED IN
 KW3159'A DRILL HOLE IN THE SOUTHEAST CORNER OF A ABANDONED SIGNAL
 KW3159'BASE AND STAMPED R 146 1941.
 KW3159'
 KW3159'TO REACH THE BENCH MARK FROM THE POST OFFICE IN HERNDON, GO WEST ON A
 KW3159'PAVED ROAD FOR 0.05 MILE TO THE RAILROAD TRACKS, GO NORTH
 KW3159'ALONG THE EAST SIDE OF TRACKS FOR 1 MILE TO THE MARK ON THE WEST SIDE
 KW3159'OF TRACKS.
 KW3159'
 KW3159'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KW3159
 KW3159                          STATION RECOVERY (1987)
 KW3159
 KW3159'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 KW3159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3026 ***********************************************************************
 KY3026  DESIGNATION -  HERRON
 KY3026  PID         -  KY3026
 KY3026  STATE/COUNTY-  PA/BUTLER
 KY3026  USGS QUAD   -  PORTERSVILLE (1990)
 KY3026
 KY3026                         *CURRENT SURVEY CONTROL
 KY3026  ___________________________________________________________________
 KY3026* NAD 83(1992)-  40 57 41.05054(N)    080 08 40.13888(W)     ADJUSTED  
 KY3026* NAVD 88     -       404.2    (meters)    1326.     (feet)  VERTCON   
 KY3026  ___________________________________________________________________
 KY3026  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 KY3026  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KY3026
 KY3026  HORZ ORDER  -  SECOND
 KY3026
 KY3026.The horizontal coordinates were established by classical geodetic methods
 KY3026.and adjusted by the National Geodetic Survey in June 2002..
 KY3026
 KY3026.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3026
 KY3026.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3026
 KY3026.The geoid height was determined by GEOID03.
 KY3026
 KY3026;                    North         East     Units Scale Factor Converg.
 KY3026;SPC PA S     -   183,510.603   398,447.115   MT  0.99999918   -1 33 12.7
 KY3026;SPC PA S     -   602,067.70  1,307,238.58   sFT  0.99999918   -1 33 12.7
 KY3026;SPC PA N     -    91,044.758   398,450.284   MT  0.99998832   -1 35 02.6
 KY3026;SPC PA N     -   298,702.68  1,307,248.97   sFT  0.99998832   -1 35 02.6
 KY3026;UTM  17      - 4,534,824.796   571,992.625   MT  0.99966379   +0 33 39.1
 KY3026
 KY3026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3026!SPC PA S     -   0.99994193  x   0.99999918  =   0.99994111
 KY3026!SPC PA N     -   0.99994193  x   0.99998832  =   0.99993025
 KY3026!UTM  17      -   0.99994193  x   0.99966379  =   0.99960574
 KY3026
 KY3026:                Primary Azimuth Mark                     Grid Az
 KY3026:SPC PA S     -  PORTERSVILLE                             175 38 56.9
 KY3026:SPC PA N     -  PORTERSVILLE                             175 40 46.8
 KY3026:UTM  17      -  PORTERSVILLE                             173 32 05.1
 KY3026
 KY3026|---------------------------------------------------------------------|
 KY3026| PID    Reference Object                     Distance      Geod. Az  |
 KY3026|                                                           dddmmss.s |
 KY3026| KY3027 PORTERSVILLE                        APPROX. 3.7 KM 1740544.2 |
 KY3026| CX4678 HERRON RM 1                           9.954 METERS 24753     |
 KY3026| CX4679 HERRON RM 2                          13.338 METERS 35244     |
 KY3026|---------------------------------------------------------------------|
 KY3026
 KY3026                          SUPERSEDED SURVEY CONTROL
 KY3026
 KY3026  NAD 83(1995)-  40 57 41.05195(N)    080 08 40.13573(W) AD(       ) 2
 KY3026  NAD 83(1986)-  40 57 41.05397(N)    080 08 40.14406(W) AD(       ) 2
 KY3026  NAD 27      -  40 57 40.82680(N)    080 08 40.93040(W) AD(       ) 2
 KY3026  NGVD 29 (07/19/86)  404.3    (m)         1326.     (f) VERT ANG       
 KY3026
 KY3026.Superseded values are not recommended for survey control.
 KY3026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3026.See file dsdata.txt to determine how the superseded data were derived.
 KY3026
 KY3026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF7199334825(NAD 83)
 KY3026_MARKER: DS = TRIANGULATION STATION DISK
 KY3026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3026
 KY3026  HISTORY     - Date     Condition        Report By
 KY3026  HISTORY     - 1959     MONUMENTED       CGS
 KY3026
 KY3026                          STATION DESCRIPTION
 KY3026
 KY3026'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 KY3026'THE STATION IS LOCATED ON A LOW HILL, ON THE EAST SIDE OF THE
 KY3026'UNITED NATURAL GAS COMPANY PIPE LINE RIGHT-OF-WAY, ON PROPERTY
 KY3026'OWNED BY MRS. WINIFRED HERRON WHO LIVES AT 242 LA BELLE STREET IN
 KY3026'PITTSBURG, ABOUT 6-1/2 MILES NORTHWEST OF PROSPECT AND 2-1/2 MILES
 KY3026'NORTH OF PORTERSVILLE.
 KY3026'
 KY3026'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 19 AND
 KY3026'422, GO EAST ON U.S. HIGHWAY 422 FOR 1.95 MILES TO THE JUNCTION OF
 KY3026'STATE HIGHWAY 488.  TURN SHARP RIGHT AND GO SOUTHWEST ON STATE
 KY3026'HIGHWAY 488 FOR 0.35 MILE TO A GRAVELED CROSSROAD.  TURN RIGHT
 KY3026'AND GO WEST ON A GRAVELED ROAD FOR 0.71 MILE TO A ROCK QUARRY AND
 KY3026'A BLADED ROAD ON THE RIGHT, NORTH, SIDE OF THE GRAVELED ROAD.
 KY3026'TURN RIGHT AND GO NORTH ON THE BLADED ROAD FOR 0.12 MILE TO A
 KY3026'SCALE HOUSE ON THE LEFT.  CONTINUE NORTH ON A TRACK ROAD AROUND
 KY3026'THE EAST SIDE OF A LARGE GRAVEL PILE FOR 0.08 MILE TO THE UNITED
 KY3026'NATURAL GAS COMPANY PIPE LINE RIGHT-OF-WAY.  TURN RIGHT AND GO
 KY3026'NORTH UPHILL ON THE PIPE LINE RIGHT-OF-WAY FOR 0.11 MILE TO THE
 KY3026'HIGHEST POINT OF THE HILL, A STANDARD METAL WITNESS POST AND
 KY3026'MARKER AND THE STATION ON THE RIGHT, EAST, SIDE OF THE RIGHT-OF-WAY.
 KY3026'
 KY3026'THE STATION MARK, A STANDARD DISK STAMPED HERRON 1959, IS SET IN
 KY3026'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 KY3026'ABOVE THE SURFACE OF THE GROUND.  IT IS 28 FEET EAST OF THE EAST
 KY3026'EDGE OF A CUT BANK AND 5 FEET NORTH OF A STANDARD METAL WITNESS
 KY3026'POST AND MARKER.
 KY3026'
 KY3026'REFERENCE MARK 1, A STANDARD DISK STAMPED HERRON NO 1 1959, IS
 KY3026'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 KY3026'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 2 FEET EAST OF THE
 KY3026'EAST EDGE OF A SPOIL BANK AND ABOUT THE SAME ELEVATION AS THE
 KY3026'STATION MARK.
 KY3026'
 KY3026'REFERENCE MARK 2, A STANDARD DISK STAMPED HERRON NO 2 1959, IS
 KY3026'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 KY3026'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 2 FEET EAST OF THE
 KY3026'EAST EDGE OF A CUT BANK AND IS ABOUT THE SAME ELEVATION AS THE
 KY3026'STATION.
 KY3026'
 KY3026'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 KY3026'
 KY3026'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3159 ***********************************************************************
 KY3159  DESIGNATION -  HERRON
 KY3159  PID         -  KY3159
 KY3159  STATE/COUNTY-  PA/WASHINGTON
 KY3159  USGS QUAD   -  MIDWAY (1977)
 KY3159
 KY3159                         *CURRENT SURVEY CONTROL
 KY3159  ___________________________________________________________________
 KY3159* NAD 83(1992)-  40 15 12.78617(N)    080 19 33.76149(W)     ADJUSTED  
 KY3159* NAVD 88     -       442.     (meters)    1450.     (feet)  SCALED    
 KY3159  ___________________________________________________________________
 KY3159  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 KY3159  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KY3159
 KY3159  HORZ ORDER  -  FIRST
 KY3159
 KY3159.The horizontal coordinates were established by classical geodetic methods
 KY3159.and adjusted by the National Geodetic Survey in June 2002..
 KY3159
 KY3159.The orthometric height was scaled from a topographic map.
 KY3159
 KY3159.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3159
 KY3159.The geoid height was determined by GEOID03.
 KY3159
 KY3159;                    North         East     Units Scale Factor Converg.
 KY3159;SPC PA S     -   105,372.237   380,876.041   MT  0.99996539   -1 40 16.8
 KY3159;SPC PA S     -   345,708.75  1,249,590.81   sFT  0.99996539   -1 40 16.8
 KY3159;SPC WV N     -   195,004.974   529,723.379   MT  1.00000068   -0 31 36.6
 KY3159;UTM  17      - 4,456,117.422   557,315.486   MT  0.99964044   +0 26 07.8
 KY3159
 KY3159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3159!SPC PA S     -   0.99993600  x   0.99996539  =   0.99990139
 KY3159!SPC WV N     -   0.99993600  x   1.00000068  =   0.99993668
 KY3159!UTM  17      -   0.99993600  x   0.99964044  =   0.99957646
 KY3159
 KY3159:                Primary Azimuth Mark                     Grid Az
 KY3159:SPC PA S     -  COLUMBUS PHILA AIRWAY BCN 15             077 52 20.8
 KY3159:SPC WV N     -  COLUMBUS PHILA AIRWAY BCN 15             076 43 40.6
 KY3159:UTM  17      -  COLUMBUS PHILA AIRWAY BCN 15             075 45 56.2
 KY3159
 KY3159|---------------------------------------------------------------------|
 KY3159| PID    Reference Object                     Distance      Geod. Az  |
 KY3159|                                                           dddmmss.s |
 KY3159| KY3087 COLUMBUS PHILA AIRWAY BCN 15        APPROX.21.3 KM 0761204.0 |
 KY3159| KY3085 ROCKY                               APPROX.22.9 KM 0772002.8 |
 KY3159| KY3130 WASHINGTON HOSPITAL STACK           APPROX.10.3 KM 1383711.3 |
 KY3159| CX4676 HERRON RM 1                          83.055 METERS 14118     |
 KY3159| KY3139 COLUMBUS PHILA AIRWAY BCN 14        APPROX. 2.4 KM 2023212.5 |
 KY3159| CX4677 HERRON RM 2                         117.403 METERS 21211     |
 KY3159| KY3167 COLUMBUS PHILADELPH AWY BN 13       APPROX.19.6 KM 2465838.5 |
 KY3159| KY3202 COLUMBUS PHILADELPH AWY BN 12       APPROX.32.4 KM 2473458.3 |
 KY3159| CX4675 HERRON AZ MK                                       2982042.0 |
 KY3159|---------------------------------------------------------------------|
 KY3159
 KY3159                          SUPERSEDED SURVEY CONTROL
 KY3159
 KY3159  NAD 83(1995)-  40 15 12.78626(N)    080 19 33.76151(W) AD(       ) 1
 KY3159  NAD 83(1986)-  40 15 12.79059(N)    080 19 33.76880(W) AD(       ) 1
 KY3159  NAD 27      -  40 15 12.53600(N)    080 19 34.54600(W) AD(       ) 1
 KY3159
 KY3159.Superseded values are not recommended for survey control.
 KY3159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3159.See file dsdata.txt to determine how the superseded data were derived.
 KY3159
 KY3159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE5731556117(NAD 83)
 KY3159_MARKER: DS = TRIANGULATION STATION DISK
 KY3159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3159_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY3159_MARK LOGO: CGS   
 KY3159_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3159+STABILITY: SURFACE MOTION
 KY3159
 KY3159  HISTORY     - Date     Condition        Report By
 KY3159  HISTORY     - 1933     MONUMENTED       CGS
 KY3159  HISTORY     - 1952     GOOD             USGS
 KY3159  HISTORY     - 19900101 GOOD             HARTMN
 KY3159  HISTORY     - 19901218 GOOD             LOCENG
 KY3159
 KY3159                          STATION DESCRIPTION
 KY3159
 KY3159'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KY3159'ON THE SUMMIT OF A HIGH HILL ON THE PROPERTY OF C.J. HERRON, AND
 KY3159'THE MARK IS 16 FEET WEST OF A NORTH-SOUTH FENCE LINE, 74 FEET
 KY3159'NORTH OF A LONE OAK TREE MARKED WITH A LARGE TRIANGULAR BLAZE,
 KY3159'AND IS ABOUT 18 INCHES BELOW THE SURFACE OF THE GROUND.
 KY3159'
 KY3159'TO REACH FROM WASHINGTON, FOLLOW STATE HIGHWAY 18 NORTHWEST 7.2
 KY3159'MILES FROM THE COURT HOUSE TO THE HERRON FARMHOUSE WHICH IS ABOUT
 KY3159'0.1 MILE SOUTHWEST OF STATE HIGHWAY 18, CONTINUE ON STATE HIGHWAY
 KY3159'18 FOR 0.7 MILE TO DIRT CROSSROADS, TURN LEFT ON STATE HIGHWAY
 KY3159'163, AND GO 0.7 MILE TO TOP OF HILL AND ROAD FORKS, TURN SHARP
 KY3159'LEFT UP STEEP GRADE AND CONTINUE 0.4 MILE TO THE WILSON FARMHOUSE,
 KY3159'CONTINUE ON SAME ROAD 0.1 MILE TO A GATE LEADING TO PASTURE ON
 KY3159'LEFT.  THERE IS AN EXPLOSIVE STOREROOM IN THE CORNER OF THE
 KY3159'PASTURE.  FOLLOW OLD TRAIL THROUGH PASTURE TO A GATE AT THE EDGE
 KY3159'OF WOODS, PASS THROUGH GATE AND FOLLOW LANE THROUGH EDGE OF WOODS
 KY3159'0.1 MILE TO A GATE LEADI TO CULTIVATED FIELD, PASS THROUGH GATE
 KY3159'AND TURN SHARP LEFT AND GO MILE TO STATION.
 KY3159'
 KY3159'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KY3159'BRONZE DISKS IN CONCRETE.
 KY3159'
 KY3159'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 1 FOOT WEST OF
 KY3159'THE FENCE LINE, AND PROJECTS 12 INCHES.  REFERENCE MARK NO. 2 IS
 KY3159'SOUTHWEST OF THE STATION, ON THE FENCE LINE, ABOUT 150 FEET NORTH
 KY3159'OF FENCE CORNER, AND PROJECTS 12 INCHES.
 KY3159'
 KY3159'AZIMUTH MARK IS 0.15 MILE WEST OF THE STATION, 30 FEET SOUTH OF
 KY3159'THE EDGE OF THE WOODS, 50 FEET SOUTH OF AN EAST-WEST FENCE LINE
 KY3159'AND PROJECTS 12 INCHES.
 KY3159'
 KY3159'A 90-FOOT TOWER WAS ERECTED.
 KY3159
 KY3159                          STATION RECOVERY (1952)
 KY3159
 KY3159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 KY3159'STATION WAS UNCOVERED WITHOUT ANY DIFFICULTY IN 1952.  REFERENCE
 KY3159'MARKS AND AZIMUTH MARK ARE IN GOOD CONDITION.
 KY3159
 KY3159                          STATION RECOVERY (1990)
 KY3159
 KY3159'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1990 (DMC)
 KY3159'ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION - THE POSITION OF
 KY3159'RM 1 APPEARS TO BE CHANGED DUE TO PUSHING BY TREE ROOTS.  MAGNETIC
 KY3159'MATERIAL WAS PLACED ADJACENT TO THE STATION WHICH IS 12 SEC BELOW THE
 KY3159'GROUND SURFACE.  SUITABLE FOR GPS OBSERVATIONS ELEV.  BY OBSERVATION
 KY3159'(439.06)
 KY3159
 KY3159                          STATION RECOVERY (1990)
 KY3159
 KY3159'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990 (DM)
 KY3159'NOTE--ALL MARKS RECOVERED IN GOOD CONDITION, THE POSITION OF RM NO 1
 KY3159'APPEARS TO BE CHANGED DUE TO PUSHING BY TREE ROOTS.  MAGNETIC MATERIAL
 KY3159'WAS PLACED ADJACENT TO THE STATION WHICH IS 12 INCHES BELOW THE GROUND
 KY3159'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3078 ***********************************************************************
 KW3078  DESIGNATION -  HERSHEY
 KW3078  PID         -  KW3078
 KW3078  STATE/COUNTY-  PA/DAUPHIN
 KW3078  USGS QUAD   -  HERSHEY (1990)
 KW3078
 KW3078                         *CURRENT SURVEY CONTROL
 KW3078  ___________________________________________________________________
 KW3078* NAD 83(1992)-  40 18 10.23609(N)    076 38 32.20340(W)     ADJUSTED  
 KW3078* NAVD 88     -       180.2    (meters)     591.     (feet)  VERTCON   
 KW3078  ___________________________________________________________________
 KW3078  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 KW3078  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 KW3078
 KW3078  HORZ ORDER  -  SECOND
 KW3078
 KW3078.The horizontal coordinates were established by classical geodetic methods
 KW3078.and adjusted by the National Geodetic Survey in June 2002..
 KW3078
 KW3078.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW3078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW3078
 KW3078.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3078
 KW3078.The geoid height was determined by GEOID03.
 KW3078
 KW3078;                    North         East     Units Scale Factor Converg.
 KW3078;SPC PA S     -   108,239.825   694,167.415   MT  0.99996281   +0 43 07.3
 KW3078;SPC PA S     -   355,116.83  2,277,447.59   sFT  0.99996281   +0 43 07.3
 KW3078;UTM  18      - 4,462,664.733   360,433.676   MT  0.99983978   -1 03 44.8
 KW3078
 KW3078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3078!SPC PA S     -   0.99997714  x   0.99996281  =   0.99993995
 KW3078!UTM  18      -   0.99997714  x   0.99983978  =   0.99981693
 KW3078
 KW3078|---------------------------------------------------------------------|
 KW3078| PID    Reference Object                     Distance      Geod. Az  |
 KW3078|                                                           dddmmss.s |
 KW3078| CB3543 HERSHEY RM 1                         21.223 METERS 01825     |
 KW3078| CB3544 HERSHEY RM 1 REJECT                                01826     |
 KW3078| KW3079 HERSHEY RM 3                         26.108 METERS 05752     |
 KW3078| CB3542 HERSHEY AZ MK                                      1072534.8 |
 KW3078| CB3545 HERSHEY RM 2 RESET                   19.030 METERS 19824     |
 KW3078|---------------------------------------------------------------------|
 KW3078
 KW3078                          SUPERSEDED SURVEY CONTROL
 KW3078
 KW3078  NAD 83(1986)-  40 18 10.22913(N)    076 38 32.20612(W) AD(       ) 2
 KW3078  NAD 27      -  40 18 09.90270(N)    076 38 33.31760(W) AD(       ) 2
 KW3078  NGVD 29 (07/19/86)  180.4    (m)          592.     (f) VERT ANG       
 KW3078
 KW3078.Superseded values are not recommended for survey control.
 KW3078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3078.See file dsdata.txt to determine how the superseded data were derived.
 KW3078
 KW3078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK6043462665(NAD 83)
 KW3078_MARKER: DS = TRIANGULATION STATION DISK
 KW3078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW3078+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2005
 KW3078
 KW3078  HISTORY     - Date     Condition        Report By
 KW3078  HISTORY     - 1934     MONUMENTED       CGS
 KW3078  HISTORY     - 1937     GOOD             BSA
 KW3078  HISTORY     - 1958     GOOD             CGS
 KW3078  HISTORY     - 1960     GOOD             CGS
 KW3078  HISTORY     - 1961     GOOD             AEROS
 KW3078  HISTORY     - 19950601 GOOD             USPSQD
 KW3078  HISTORY     - 20040730 GOOD             USPSQD
 KW3078  HISTORY     - 20050209 GOOD             GEOCAC
 KW3078
 KW3078                          STATION DESCRIPTION
 KW3078
 KW3078'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 KW3078'STATION IS LOCATED ON THE HERSHEY INDUSTRIAL SCHOOL FARM APPLEHURST,
 KW3078'ABOUT 0.3 MILE NW OF A HOUSE WITH A SIGN H.I.S.  APPLEHURST, AT
 KW3078'THE NORTHERN EDGE OF A PEACH ORCHARD AND THE SOUTHERN EDGE OF SOME
 KW3078'WOODS.  THE STATION MARK IS 14 PACES E OF A 24-INCH OAK TREE
 KW3078'WITH A CONICAL TRUNK AT THE BOTTOM AND 7 PACES S OF A 12-INCH OAK
 KW3078'TREE.  MARK PROJECTS 6 INCHES ABOVE GROUND AND IS STAMPED HERSHEY
 KW3078'1934.
 KW3078'
 KW3078'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 KW3078'DISKS SET IN CONCRETE.
 KW3078'
 KW3078'REFERENCE MARK NO. 1 IS 21.223 METERS NE OF THE STATION, AT THE SE
 KW3078'EDGE OF THE WOODS AND 2 PACES WSW OF A QUADRUPLE- TRUNK TREE.
 KW3078'THE MARK PROJECTS 6 INCHES ABOVE GROUND AND IS STAMPED HERSHEY NO. 1
 KW3078'1934.
 KW3078'
 KW3078'REFERENCE MARK NO. 2 IS 19.030 METERS SW OF THE STATION AND 7 PACES
 KW3078'ENE OF THREE 12-INCH CHESTNUT-OAK TREES.  THE MARK PROJECTS 6
 KW3078'INCHES ABOVE GROUND AND IS STAMPED HERSHEY NO. 2 1934.
 KW3078'
 KW3078'AZIMUTH MARK PROJECTS 6 INCHES ABOVE GROUND AND IS APPROXIMATELY 3/4
 KW3078'MILE SE OF THE STATION, AT THE W CORNER OF A FENCE, 5 PACES N
 KW3078'OF THE CENTER LINE OF A ROAD, AND 3 PACES W OF TELEPHONE POLE 2/20.
 KW3078'THE MARK IS VISIBLE FROM GROUND.  TO REACH THE MARK, GO E ON DERRY
 KW3078'ROAD FROM THE INTERSECTION OF CEMETERY ROAD 0.7 MILE TO A LARGE DAIRY
 KW3078'BARN ON THE LEFT WITH TWIN SILOS AND THE MARK.
 KW3078'
 KW3078'TO REACH THE STATION, FOLLOW U.S. HIGHWAY 422 TO HERSHEY.  AT THE
 KW3078'SIGN AND ARROW HERSHEY PARK, TURN N ON PARK AVENUE THROUGH THE
 KW3078'PARK AND GO 0.4 MILE TO A CROSS ROAD (PARK AVENUE AND DERRY ROAD),
 KW3078'TURN E ON DERRY ROAD AND GO 1.0 MILE TO A ROAD FORK, TAKE LEFT FORK
 KW3078'AND GO 0.3 MILE TO A LARGE RED BRICK BUILDING ON THE LEFT WITH SMALL
 KW3078'SIGN H.I.S. APPLEHURST TURN LEFT ON A FARM ROAD ALONG THE S SIDE OF
 KW3078'THE BUILDING AND GO 0.3 MILE TO THE TOP OF THE HILL AT THE NORTHERN
 KW3078'EDGE OF A PEACH ORCHARD AND THE STATION.
 KW3078'
 KW3078'NOTE- WHEN PEACH TREES NEAR THE STATION GET LARGER, THE AZIMUTH MARK
 KW3078'WILL NOT BE VISIBLE FROM GROUND WITHOUT CLEARING.
 KW3078'
 KW3078'A 77-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 KW3078
 KW3078                          STATION RECOVERY (1937)
 KW3078
 KW3078'RECOVERY NOTE BY BOY SCOUTS OF AMERICA 1937
 KW3078'ALL MARKERS UNDISTURBED AND IN GOOD CONDITION.  DESCRIPTION OF
 KW3078'AZIMUTH MARK SHOULD BE CHANGED TO 3 PACES W OF AN ELECTRIC
 KW3078'LIGHT POLE MARKED H E CO. 14 AS THIS POLE HAS BEEN RE-STENCILED.
 KW3078'REMAINDER OF DESCRIPTION IS CORRECT.
 KW3078
 KW3078                          STATION RECOVERY (1958)
 KW3078
 KW3078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 KW3078'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  ANGLE
 KW3078'BETWEEN REFERENCE MARKS AND DISTANCES TO REFERENCE MARKS
 KW3078'CHECKED AND VERIFIED.  AZIMUTH MARK NOT SEARCHED FOR.
 KW3078'
 KW3078'UNABLE TO FURNISH A NEW DESCRIPTION AT THIS TIME AS AREA IN VICINITY
 KW3078'OF MARK IS BEING CONVERTED INTO A SITE FOR THE NEW PENNSYLVANIA
 KW3078'STATE POLICE ACADEMY.  ALL MARKS WILL PROBABLY BE FLUSH IN A LAWN AT
 KW3078'THE REAR OF THE NEW DORMATORY BUILDING WHEN BUILDING, SERVICE
 KW3078'ROAD AND GRADING IS COMPLETED.
 KW3078
 KW3078                          STATION RECOVERY (1960)
 KW3078
 KW3078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW3078'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 KW3078'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE STATION
 KW3078'MARK, REFERENCE MARKS 1 AND 2 ARE NOW ON PROPERTY OWNED BY THE
 KW3078'PENNSYLVANIA STATE POLICE ACADEMY.  THE STATION MARK IS IN THE
 KW3078'PARKING AREA OF THE ACADEMY AND THE PAVEMENT HAS BEEN BUILT UP FLUSH
 KW3078'WITH THE MARK CREATING A SMALL HILL IN THE AREA.  IT WAS ASKED
 KW3078'THAT THE MARK BE LOWERED AT THIS DATE AND THEN DECIDED THAT IT BE
 KW3078'LEFT AT ITS PRESENT POSITION.  REFERENCE MARK NO 1 WAS DESTROYED
 KW3078'AT THIS DATE AS IT WAS IN THE AREA OF THE ENLARGEMENT OF THE
 KW3078'PARKING AREA.  REFERENCE MARK NO 2 WAS LOWERED TO GROUND LEVEL SO THE
 KW3078'MARK WOULDNT INTERFERE WITH THE MOWING OF THE LAWN.  THE EXACT
 KW3078'POSITION OF THE MARK WAS HELD.  A REFERENCE MARK NO 3 WAS ESTABLISHED
 KW3078'AT THIS DATE AND USED AS A STATION.  THE ORIGINAL STATION IS
 KW3078'NO LONGER USEABLE DUE TO PARKING FACILITIES OF THE PENNSYLVANIA STATE
 KW3078'POLICE ACADEMY PERSONNEL.
 KW3078
 KW3078                          STATION RECOVERY (1961)
 KW3078
 KW3078'RECOVERY NOTE BY AERO SERVICE CORPORATION 1961
 KW3078'FOUND AS DESCRIBED.
 KW3078
 KW3078                          STATION RECOVERY (1995)
 KW3078
 KW3078'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW3078'RECOVERED IN GOOD CONDITION.
 KW3078
 KW3078                          STATION RECOVERY (2004)
 KW3078
 KW3078'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 KW3078'RECOVERED IN GOOD CONDITION.
 KW3078
 KW3078                          STATION RECOVERY (2005)
 KW3078
 KW3078'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW3078'STATION, REFERENCE MARK 2 AND REFERENCE MARK 3 (KW3079) RECOVERED AS
 KW3078'DESCRIBED. REFERENCE MARK 2 WAS COVERED BY TURF. AZIMUTH MARK SEARCHED
 KW3078'FOR BUT NOT LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3079 ***********************************************************************
 KW3079  DESIGNATION -  HERSHEY RM 3
 KW3079  PID         -  KW3079
 KW3079  STATE/COUNTY-  PA/DAUPHIN
 KW3079  USGS QUAD   -  HERSHEY (1990)
 KW3079
 KW3079                         *CURRENT SURVEY CONTROL
 KW3079  ___________________________________________________________________
 KW3079* NAD 83(1992)-  40 18 10.68638(N)    076 38 31.26726(W)     ADJUSTED  
 KW3079* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 KW3079  ___________________________________________________________________
 KW3079  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 KW3079  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 KW3079
 KW3079  HORZ ORDER  -  THIRD
 KW3079
 KW3079.The horizontal coordinates were established by classical geodetic methods
 KW3079.and adjusted by the National Geodetic Survey in June 2002..
 KW3079
 KW3079.The orthometric height was scaled from a topographic map.
 KW3079
 KW3079.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3079
 KW3079.The geoid height was determined by GEOID03.
 KW3079
 KW3079;                    North         East     Units Scale Factor Converg.
 KW3079;SPC PA S     -   108,253.990   694,189.346   MT  0.99996281   +0 43 07.9
 KW3079;SPC PA S     -   355,163.30  2,277,519.55   sFT  0.99996281   +0 43 07.9
 KW3079;UTM  18      - 4,462,678.207   360,456.033   MT  0.99983970   -1 03 44.2
 KW3079
 KW3079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3079!SPC PA S     -   0.99997721  x   0.99996281  =   0.99994002
 KW3079!UTM  18      -   0.99997721  x   0.99983970  =   0.99981691
 KW3079
 KW3079:                Primary Azimuth Mark                     Grid Az
 KW3079:SPC PA S     -  HERSHEY AZ MK                            107 32 39.6
 KW3079:UTM  18      -  HERSHEY AZ MK                            109 19 31.7
 KW3079
 KW3079|---------------------------------------------------------------------|
 KW3079| PID    Reference Object                     Distance      Geod. Az  |
 KW3079|                                                           dddmmss.s |
 KW3079| CB3542 HERSHEY AZ MK                                      1081547.5 |
 KW3079| CB3545 HERSHEY RM 2 RESET                   42.532 METERS 22121     |
 KW3079| KW3078 HERSHEY                              26.108 METERS 23752     |
 KW3079| CB3543 HERSHEY RM 1                         16.902 METERS 29208     |
 KW3079| KW3077 HERSHEY ST POLICE ACADEMY TANK      107.837 METERS 29317     |
 KW3079|---------------------------------------------------------------------|
 KW3079
 KW3079                          SUPERSEDED SURVEY CONTROL
 KW3079
 KW3079  NAD 83(1986)-  40 18 10.67948(N)    076 38 31.26987(W) AD(       ) 3
 KW3079  NAD 27      -  40 18 10.35300(N)    076 38 32.38150(W) AD(       ) 3
 KW3079
 KW3079.Superseded values are not recommended for survey control.
 KW3079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3079.See file dsdata.txt to determine how the superseded data were derived.
 KW3079
 KW3079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK6045662678(NAD 83)
 KW3079_MARKER: DR = REFERENCE MARK DISK
 KW3079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW3079+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2005
 KW3079
 KW3079  HISTORY     - Date     Condition        Report By
 KW3079  HISTORY     - 1960     MONUMENTED       CGS
 KW3079  HISTORY     - 19950601 GOOD             USPSQD
 KW3079  HISTORY     - 20040730 POOR             USPSQD
 KW3079  HISTORY     - 20050209 GOOD             GEOCAC
 KW3079
 KW3079                          STATION DESCRIPTION
 KW3079
 KW3079'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW3079'THIS MARK WAS ESTABLISHED AND USED AS A STATION, AS STATION HERSHEY
 KW3079'1934 IS LOCATED IN THE EAST CENTRAL SECTION OF THE PENNSYLVANIA
 KW3079'STATE POLICE ACADEMY BLACKTOP PARKING AREA AND COULD NOT BE USED ON
 KW3079'THIS DATE.
 KW3079'
 KW3079'THE STATION IS LOCATED ON A HIGH HILL, NEAR THE NORTHEAST CORNER OF
 KW3079'THE PENNSYLVANIA STATE POLICE ACADEMY GROUNDS, ABOUT 1-1/2
 KW3079'MILES NORTHWEST OF PALMYRA AND 0.5 MILE NORTH OF HERSHEY AND IS ON
 KW3079'PROPERTY OWNED BY THE PENNSYLVANIA STATE POLICE ACADEMY.
 KW3079'
 KW3079'TO REACH THE STATION FROM THE LEBANON VALLEY BANK BUILDING, MAIN
 KW3079'STREET AND U.S. HIGHWAY 422 IN PALMYRA, GO WEST SOUTHWEST ON
 KW3079'MAIN STREET AND U.S. HIGHWAY 422 FOR 1.05 MILES TO A Y-INTERSECTION,
 KW3079'THE INTERSECTION OF DERRY ROAD AND US.S HIGHWAY 422.  TAKE THE
 KW3079'RIGHT FORK AND GO WEST ON DERRY ROAD FOR 0.73 MILE TO THE AZIMUTH
 KW3079'MARK ON THE RIGHT, NORTH, SIDE OF THE ROAD, CONTINUE WEST ON
 KW3079'DERRY ROAD FOR 0.6 MILE TO A BLACKTOP ROAD ON THE RIGHT.  TURN RIGHT
 KW3079'AND GO NORTH ON A BLACKTOP ROAD FOR 0.43 MILE TO A SIDE ROAD ON
 KW3079'THE LEFT.  TURN LEFT AND GO WEST FOR ABOUT 50 FEET TO A FORK.
 KW3079'TURN SHARP LEFT AND GO SOUTH AND SOUTHWEST UP A STEEP HILL ON A
 KW3079'BLACKTOP ROAD FOR 0.26 MILE TO THE ENTRANCE OF THE PENNSYLVANIA
 KW3079'STATE POLICE ACADEMY PARKING AREA AND THE ACADEMY AND THE STATION ON
 KW3079'THE LEFT, SOUTH, SIDE OF THE ROAD.
 KW3079'
 KW3079'THE STATION MARK, A STANDARD REFERENCE MARK DISK STAMPED HERSHEY NO 3
 KW3079'1934 1960, IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 KW3079'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 120.0 FEET
 KW3079'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE ACADEMY BUILDING,
 KW3079'55.0 FEET EAST OF THE CENTER OF THE INTERSECTION OF AN EAST AND WEST
 KW3079'ROAD AND THE ENTRANCE INTO THE PARKING AREA OF THE ACADEMY,
 KW3079'51.0 FEET SOUTH OF THE CENTERLINE OF AN EAST AND WEST BLACKTOP ROAD
 KW3079'AND 20.5 FEET EAST OF THE EAST EDGE OF THE BLACKTOP.
 KW3079'
 KW3079'REFERENCE MARK 2, A STANDARD DISK STAMPED HERSHEY NO 2 1934 1960, IS
 KW3079'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 KW3079'WITH THE SURFACE OF THE GROUND.  IT IS 6.6 FEET SOUTH OF THE SOUTH
 KW3079'EDGE OF THE BLACKTOP, 68.0 FEET WEST-NORTHWEST OF THE
 KW3079'NORTHEAST CORNER OF THE ACADEMY BUILDING, 8.9 FEET NORTH OF THE NORTH
 KW3079'SIDE OF THE ACADEMY BUILDING AND IS ABOUT THE SAME ELEVATION
 KW3079'AS THE STATION.
 KW3079'
 KW3079'REFERENCE MARK NO 1 WAS DESTROYED ON THIS DATE AS IT WAS IN THE AREA
 KW3079'OF THE ENLARGEMENT OF THE PARKING AREA OF THE PENNSYLVANIA
 KW3079'STATE POLICE ACADEMY.
 KW3079'
 KW3079'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KW3079
 KW3079                          STATION RECOVERY (1995)
 KW3079
 KW3079'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW3079'RECOVERED IN GOOD CONDITION.
 KW3079
 KW3079                          STATION RECOVERY (2004)
 KW3079
 KW3079'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 KW3079'BRASS DISC MISSING BUT MONUMENT IN GOOD CONDITION.GLUE AND PIN STILL
 KW3079'VISIBLE.
 KW3079
 KW3079                          STATION RECOVERY (2005)
 KW3079
 KW3079'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW3079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3077 ***********************************************************************
 KW3077  DESIGNATION -  HERSHEY ST POLICE ACADEMY TANK
 KW3077  PID         -  KW3077
 KW3077  STATE/COUNTY-  PA/DAUPHIN
 KW3077  USGS QUAD   -  HERSHEY (1990)
 KW3077
 KW3077                         *CURRENT SURVEY CONTROL
 KW3077  ___________________________________________________________________
 KW3077* NAD 83(1992)-  40 18 12.06809(N)    076 38 35.46193(W)     ADJUSTED  
 KW3077* NAVD 88     -                                                        
 KW3077  ___________________________________________________________________
 KW3077  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 KW3077  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 KW3077
 KW3077  HORZ ORDER  -  THIRD
 KW3077
 KW3077.The horizontal coordinates were established by classical geodetic methods
 KW3077.and adjusted by the National Geodetic Survey in June 2002..
 KW3077
 KW3077
 KW3077.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3077
 KW3077.The geoid height was determined by GEOID03.
 KW3077
 KW3077;                    North         East     Units Scale Factor Converg.
 KW3077;SPC PA S     -   108,295.361   694,089.765   MT  0.99996279   +0 43 05.1
 KW3077;SPC PA S     -   355,299.03  2,277,192.84   sFT  0.99996279   +0 43 05.1
 KW3077;UTM  18      - 4,462,722.648   360,357.798   MT  0.99984004   -1 03 46.9
 KW3077
 KW3077                          SUPERSEDED SURVEY CONTROL
 KW3077
 KW3077  NAD 83(1986)-  40 18 12.06188(N)    076 38 35.46606(W) AD(       ) 4
 KW3077  NAD 27      -  40 18 11.73700(N)    076 38 36.58500(W) AD(       ) 3
 KW3077
 KW3077.Superseded values are not recommended for survey control.
 KW3077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3077.See file dsdata.txt to determine how the superseded data were derived.
 KW3077
 KW3077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK6035862723(NAD 83)
 KW3077_MARKER: 53 = ELEVATED TANK
 KW3077
 KW3077  HISTORY     - Date     Condition        Report By
 KW3077  HISTORY     - 1960     FIRST OBSERVED   CGS
 KW3077  HISTORY     - 1965     GOOD             USN
 KW3077  HISTORY     - 19950601 GOOD             USPSQD
 KW3077  HISTORY     - 20040730 GOOD             USPSQD
 KW3077  HISTORY     - 20060904 GOOD             GEOCAC
 KW3077
 KW3077                          STATION DESCRIPTION
 KW3077
 KW3077'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW3077'THE STATION IS THE BALL SHAPED VENT AT THE APEX AND CENTER OF THE
 KW3077'PENNSYLVANIA STATE POLICE ACADEMY WATER TANK.  IT IS LOCATED ON A
 KW3077'HIGH GRASSY, HILL ABOUT 1.0 MILE NORTHWEST OF HERSHEY, 178.2 FEET
 KW3077'NORTH OF THE NORTH WING OF THE ACADEMY BUILDING, 84.7 FEET NORTH
 KW3077'OF THE CENTER LINE OF AN EAST AND WEST BLACKTOP ROAD.  THE STRUCTURE
 KW3077'HAS FOUR-TUBLAR STEEL LEGS WITH AN ELLIPSOIDAL TOP AND BOTTOM
 KW3077'TANK MOUNTED ON TOP.  THE STRUCTURE IS PAINTED CHECKERED ORANGE AND
 KW3077'WHITE AND THE OVERALL HEIGHT IS APPROXIMATELY 130 FEET.  MOUNTED
 KW3077'AT THE APEX OF THE ROOF ARE TWO FLASHING RED LIGHTS, ONE ON THE
 KW3077'NORTH AND SOUTH SIDE OF THE BALL SHAPED VENT.
 KW3077
 KW3077                          STATION RECOVERY (1965)
 KW3077
 KW3077'RECOVERY NOTE BY US NAVY 1965
 KW3077'STATION WAS RECOVERED.
 KW3077
 KW3077                          STATION RECOVERY (1995)
 KW3077
 KW3077'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW3077'RECOVERED IN GOOD CONDITION.
 KW3077
 KW3077                          STATION RECOVERY (2004)
 KW3077
 KW3077'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 KW3077'RECOVERED IN GOOD CONDITION.
 KW3077
 KW3077                          STATION RECOVERY (2006)
 KW3077
 KW3077'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW3077'TANK IS NOW PAINTED BLUE-GREY AND HAS STATE POLICE LOGO ON SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0786 ***********************************************************************
 KW0786  DESIGNATION -  HESS
 KW0786  PID         -  KW0786
 KW0786  STATE/COUNTY-  PA/LANCASTER
 KW0786  USGS QUAD   -  LANCASTER (1995)
 KW0786
 KW0786                         *CURRENT SURVEY CONTROL
 KW0786  ___________________________________________________________________
 KW0786* NAD 83(1992)-  40 04 16.24287(N)    076 18 51.35125(W)     ADJUSTED  
 KW0786* NAVD 88     -       123.056  (meters)     403.73   (feet)  ADJUSTED  
 KW0786  ___________________________________________________________________
 KW0786  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 KW0786  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KW0786  DYNAMIC HT  -         122.993 (meters)     403.52  (feet)  COMP
 KW0786  MODELED GRAV-     980,111.7   (mgal)                       NAVD 88
 KW0786
 KW0786  HORZ ORDER  -  SECOND
 KW0786  VERT ORDER  -  SECOND    CLASS 0
 KW0786
 KW0786.The horizontal coordinates were established by classical geodetic methods
 KW0786.and adjusted by the National Geodetic Survey in June 2002..
 KW0786
 KW0786.The orthometric height was determined by differential leveling
 KW0786.and adjusted by the National Geodetic Survey in June 1991..
 KW0786
 KW0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW0786
 KW0786.The geoid height was determined by GEOID03.
 KW0786
 KW0786.The dynamic height is computed by dividing the NAVD 88
 KW0786.geopotential number by the normal gravity value computed on the
 KW0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0786.degrees latitude (g = 980.6199 gals.).
 KW0786
 KW0786.The modeled gravity was interpolated from observed gravity values.
 KW0786
 KW0786;                    North         East     Units Scale Factor Converg.
 KW0786;SPC PA S     -    82,921.879   722,467.935   MT  0.99998131   +0 55 53.4
 KW0786;SPC PA S     -   272,052.86  2,370,296.88   sFT  0.99998131   +0 55 53.4
 KW0786;UTM  18      - 4,436,484.901   387,929.665   MT  0.99975462   -0 50 46.1
 KW0786
 KW0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW0786!SPC PA S     -   0.99998606  x   0.99998131  =   0.99996737
 KW0786!UTM  18      -   0.99998606  x   0.99975462  =   0.99974069
 KW0786
 KW0786:                Primary Azimuth Mark                     Grid Az
 KW0786:SPC PA S     -  HESS AZ MK                               002 28 12.6
 KW0786:UTM  18      -  HESS AZ MK                               004 14 52.1
 KW0786
 KW0786|---------------------------------------------------------------------|
 KW0786| PID    Reference Object                     Distance      Geod. Az  |
 KW0786|                                                           dddmmss.s |
 KW0786| CB3546 HESS AZ MK                                         0032406.0 |
 KW0786| KW3033 LANCASTER MUNICIPAL TANK            APPROX. 4.1 KM 1465725.8 |
 KW0786| KW3028 LANCASTER RADIO STA WGAL MAST       APPROX. 3.8 KM 1692925.7 |
 KW0786| KW3032 LANCASTER MUNICIPAL STANDPIPE       APPROX. 2.8 KM 1905910.2 |
 KW0786| KW3027 LANCASTER ARMSTRONG CORK TANK       APPROX. 6.2 KM 2332911.4 |
 KW0786| KW0785 HESS RM 2                            23.112 METERS 24147     |
 KW0786| KW0787 HESS RM 1                            23.337 METERS 35444     |
 KW0786| CB3547 HESS RM 3                            21.815 METERS 35842     |
 KW0786|---------------------------------------------------------------------|
 KW0786
 KW0786                          SUPERSEDED SURVEY CONTROL
 KW0786
 KW0786  NAD 83(1991)-  40 04 16.24103(N)    076 18 51.35488(W) AD(       ) 2
 KW0786  NAD 83(1986)-  40 04 16.23834(N)    076 18 51.35436(W) AD(       ) 2
 KW0786  NAD 27      -  40 04 15.88940(N)    076 18 52.49866(W) AD(       ) 2
 KW0786  NGVD 29 (??/??/??)  123.316  (m)          404.58   (f) ADJUSTED    2 0
 KW0786
 KW0786.Superseded values are not recommended for survey control.
 KW0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0786.See file dsdata.txt to determine how the superseded data were derived.
 KW0786
 KW0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK8793036485(NAD 83)
 KW0786_MARKER: DE = TRAVERSE STATION DISK
 KW0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0786_STAMPING: HESS 1966
 KW0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0786+STABILITY: SURFACE MOTION
 KW0786
 KW0786  HISTORY     - Date     Condition        Report By
 KW0786  HISTORY     - 1966     MONUMENTED       CGS
 KW0786  HISTORY     - 1966     GOOD             CGS
 KW0786  HISTORY     - 1969     GOOD             AEROS
 KW0786  HISTORY     - 1972     GOOD             NGS
 KW0786  HISTORY     - 1974     GOOD             NGS
 KW0786  HISTORY     - 1976     GOOD             NGS
 KW0786  HISTORY     - 1980     GOOD             NGS
 KW0786  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 KW0786  HISTORY     - 20040518 MARK NOT FOUND   PADT
 KW0786
 KW0786                          STATION DESCRIPTION
 KW0786
 KW0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW0786'THE STATION IS LOCATED ABOUT 2.5 MILES NORTH OF THE CENTER OF
 KW0786'LANCASTER, 0.4 MILE NORTHWEST OF THE INTERCHANGE OF STATE HIGHWAY
 KW0786'230 AND 501, 300 FEET NORTH OF THE NORTH RIGHT-OF-WAY OF STATE
 KW0786'HIGHWAY 230 AND JUST SOUTH OF A 160 FOOT STANDPIPE ON
 KW0786'PROPERTY OWNED BY THE CITY OF LANCASTER.
 KW0786'
 KW0786'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 230 AND 501 WHICH IS
 KW0786'ABOUT 2 MILES NORTH OF THE CENTER OF LANCASTER, GO NORTH, ON
 KW0786'STATE HIGHWAY 501 FOR 0.2 MILE TO A CROSSROAD, (TO REACH THE AZIMUTH
 KW0786'MARK FROM HERE CONTINUE NORTH ON HIGHWAY 501 FOR 0.3 MILE TO A
 KW0786'CROSSROAD, TURN LEFT, WEST, ON ROSEVILLE ROAD FOR 0.3 MILE TO AZIMUTH
 KW0786'MARK ON THE LEFT.) TURN LEFT, WEST, AS PER SIGN HESS BLVD. FOR
 KW0786'0.3 MILE TO STANDPIPE AND STATION ON THE RIGHT.
 KW0786'
 KW0786'THE STATION MARK IS 64 FEET SOUTH OF THE STANDPIPE, 33.0 FEET NORTH
 KW0786'OF THE CENTERLINE OF THE ROAD AND ABOUT THE SAME ELEVATION.  IT
 KW0786'IS A STANDARD TRAVERSE DISK, STAMPED HESS 1966, SET IN THE TOP OF A
 KW0786'12 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 KW0786'
 KW0786'REFERENCE MARK NO. 1 IS 105 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 KW0786'6.5 FEET EAST OF THE STANDPIPE AND AT ABOUT THE SAME ELEVATION AS
 KW0786'THE STATION.  IT IS A STANDARD DISK, STAMPED HESS NO 1 1966, CEMENTED
 KW0786'IN A DRILL HOLE IN THE CONCRETE PAD OF THE STANDPIPE.
 KW0786'
 KW0786'REFERENCE MARK NO. 2 IS 105 FEET SOUTHWEST OF THE STANDPIPE, 24.0
 KW0786'FEET NORTH OF THE CENTERLINE OF THE ROAD, 3.6 FEET NORTH OF A 8
 KW0786'INCH TREE AND ABOUT THE SAME ELEVATION AS THE STATION.  IT IS A
 KW0786'STANDARD DISK, STAMPED HESS NO 2 1966, SET IN THE TOP OF A 12 INCH
 KW0786'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 KW0786'
 KW0786'AZIMUTH MARK IS 101 FEET EAST OF A FIRE HYDRANT, 23.0 FEET SOUTH OF
 KW0786'THE CENTERLINE OF ROSEVILLE ROAD, 3.0 FEET WEST OF A TELEPHONE LINE
 KW0786'POLE, 2.4 FEET EAST OF A METAL WITNESS POST AND ABOUT THE SAME
 KW0786'ELEVATION AS THE ROAD.  IT IS A STANDARD DISK, STAMPED HESS 1966,
 KW0786'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 4
 KW0786'INCHES.
 KW0786'
 KW0786'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KW0786
 KW0786                          STATION RECOVERY (1966)
 KW0786
 KW0786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KW0786'7.1 MI N FROM LANCASTER.
 KW0786'ABOUT 5.1 MILE NORTHWEST ALONG U.S. HIGHWAY 30 BY-PASS
 KW0786'AND STATE HIGHWAY 230 FROM ITS JUNCTION WITH U.S. HIGHWAY 30,
 KW0786'BUSINESS ROUTE, WHICH IS ABOUT 2.0 MILES EAST OF LANCASTER, TO
 KW0786'THE STATION ON THE TOP OF A HILL, 0.1 MILE NORTH OF THE
 KW0786'HIGHWAY, 64 FEET SOUTH OF A LARGE STANDPIPE, 33.0 FEET NORTH
 KW0786'OF THE CENTERLINE OF HESS BOULEVARD, 75.63 FEET NORTHEAST OF
 KW0786'RM 2, 75.56 FEET SOUTH OF RM 1, SET IN THE TOP OF A CONCRETE
 KW0786'POST FLUSH, ABOUT LEVEL WITH HESS BOULEVARD, AND IS ABOUT
 KW0786'35 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 KW0786
 KW0786                          STATION RECOVERY (1969)
 KW0786
 KW0786'RECOVERY NOTE BY AERO SERVICE CORPORATION 1969 (OW)
 KW0786'HESS 1966 GOOD
 KW0786'HESS 1966 AZ MK
 KW0786'GOOD
 KW0786
 KW0786                          STATION RECOVERY (1972)
 KW0786
 KW0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 KW0786'THE STATION IS LOCATED ABOUT 2.5 MILES NORTH OF THE CENTER OF
 KW0786'LANCASTER, 0.4 MILE NORTHWEST OF THE INTERCHANGE OF U.S.  HIGHWAY
 KW0786'NO. 30 AND STATE HIGHWAYS NO. 230 AND NO. 501, 300 FEET NORTH OF THE
 KW0786'NORTH RIGHT-OF-WAY OF NEW HIGHWAY 230, 64 FEET SOUTH OF A 160 FOOT
 KW0786'TALL STANDPIPE, 31 FEET NORTH OF THE CENTERLINE OF HESS BLVD., AND
 KW0786'ABOUT THE SAME ELEVATION AS THE STREET.  THE STATION IS A C AND GS
 KW0786'TRAVERSE STATION MARK DISK SET IN THE TOP OF A 12-INCH SQUARE
 KW0786'CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE
 KW0786'DISK IS STAMPED, HESS 1966.
 KW0786'
 KW0786'TO REACH FROM THE INTERCHANGE OF U.S. HIGHWAY NO. 30 AND STATE
 KW0786'HIGHWAYS NO. 230 AND NO. 501, WHICH IS JUST NORTH OF A LARGE
 KW0786'SHOPPING CENTER, ABOUT 2.0 MILES NORTH OF THE CENTER OF LANCASTER, GO
 KW0786'NORTH ON STATE HIGHWAY NO. 501 FOR 0.25 MILE TO A CROSSROAD (TO REACH
 KW0786'THE AZIMUTH MARK FROM THIS POINT, CONTINUE NORTH ON STATE HIGHWAY 501
 KW0786'FOR 0.25 MILE, TURN LEFT AND GO WESTERLY ON ROSEVILLE ROAD FOR 0.3
 KW0786'MILE TO THE MARK ON THE LEFT AS DESCRIBED).  TURN LEFT, WEST, ONTO
 KW0786'HESS BLVD.  AND GO 0.3 MILE TO THE STATION AND LARGE STANDPIPE ON THE
 KW0786'RIGHT.
 KW0786'
 KW0786'REFERENCE MARK NO. 2 IS A C AND GS REFERENCE MARK DISK SET IN THE TOP
 KW0786'OF CONCRETE POST ABOUT 12-INCHES SQUARE AT THE TOP.  IT IS 105
 KW0786'FEET SOUTHWEST OF THE STANDPIPE, 24.0 FEET NORTH OF THE CENTERLINE OF
 KW0786'HESS BLVD., 3.6 FEET NORTH OF A 10-INCH TREE AND ABOUT THE SAME
 KW0786'ELEVATION AS THE STATION.  THE MARK IS FLUSH WITH THE GROUND AND THE
 KW0786'DISK IS STAMPED, HESS NO 2 1966.
 KW0786'
 KW0786'REFERENCE MARK NO. 3 IS A C AND GS REFERENCE MARK DISK CEMENTED IN A
 KW0786'DRILL HOLE IN THE CONCRETE PAD ABOUND THE STANDPIPE, 99.0
 KW0786'FEET NORTH OF CENTERLINE OF HESS BLVD., 11.0 FEET EAST OF THE EAST
 KW0786'SIDE OF THE STANDPIPE, AND 1.0 FOOT WEST OF THE EAST EDGE OF THE
 KW0786'CONCRETE PAD AROUND THE BASE OF THE STANDPIPE.  THE DISK IS STAMPED,
 KW0786'HESS 1966 NO 3 1972.
 KW0786'
 KW0786'THE AZIMUTH MARK IS A C AND GS REFERENCE MARK DISK SET IN THE TOP OF
 KW0786'A SQUARE CONCRETE POST THAT IS, 101 FEET EAST OF A FIRE HYDRANT,
 KW0786'23.0 FEET SOUTH OF THE CENTERLINE OF ROSEVILLE ROAD, 12.0 FEET NORTH
 KW0786'OF A GASLINE METAL POST AND WARNING SIGN, 3 FEET WEST OF TELEPHONE
 KW0786'LINE POLE, AND 2.5 FEET EAST OF A METAL WITNESS POST AND SIGN.  THE
 KW0786'DISK IS STAMPED HESS 1966.
 KW0786'
 KW0786'NOTE- THE STATION, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE ALL
 KW0786'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 HAD BEEN DESTROYED
 KW0786'WHEN A NEW CONCRETE PAD WAS LAID AROUND THE BASE OF THE STANDPIPE.  A
 KW0786'NEW REFERENCE MARK NO. 3 WAS ESTABLISHED.
 KW0786'
 KW0786'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT LANCASTER.
 KW0786
 KW0786                          STATION RECOVERY (1974)
 KW0786
 KW0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KW0786'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 KW0786'AS DESCRIBED IN THE 1972 DESCRIPTION.  THE DISTANCE TO REFERENCE MARK
 KW0786'THREE WAS FOUND TO BE 0.007 FOOT LONGER.  A SIDE-ANGLE-SIDE WAS RAN
 KW0786'AND IT APPEARED THAT THE PRESENT MEASUREMENT WAS CORRECT.  THE
 KW0786'REASON FOR THE DIFFERENCE WAS UNKNOWN.
 KW0786'
 KW0786'THE AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD CONDITION, HOWEVER
 KW0786'IT IS NOW OBSTRUCTED BY A LARGE HOUSE.  A 30 FOOT SIGNAL WOULD BE
 KW0786'REQUIRED TO OBSERVE THE ANGLE TO IT AT THIS DATE.
 KW0786'
 KW0786'THE 1972 DESCRIPTION IS ADEQUATE.
 KW0786'
 KW0786'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT LANCASTER
 KW0786
 KW0786                          STATION RECOVERY (1976)
 KW0786
 KW0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KW0786'RECOVERED IN GOOD CONDITION.
 KW0786
 KW0786                          STATION RECOVERY (1980)
 KW0786
 KW0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JWB)
 KW0786'THE STATION, RM 2 AND RM 3 WERE RECOVERED IN GOOD CONDITION AS
 KW0786'DESCRIBED.  THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION, NEW
 KW0786'REFERENCES FOLLOW--THE AZIMUTH MARK IS A C AND GS REFERENCE MARK
 KW0786'DISK SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS 101 FEET EAST
 KW0786'OF A FIRE HYDRANT, 23 FEET SOUTH OF THE CENTERLINE OF ROSEVILLE
 KW0786'ROAD, 22.4 FEET WEST OF UTILITY POLE, 1 FOOT NORTH OF WITNESS
 KW0786'POST AND IN THE FRONT YARD OF RICHARD E. GRANT RESIDENCE AT 62
 KW0786'WEST ROSEVILLE ROAD.  THE MONUMENT PROJECTS 0.5 FOOT ABOVE THE
 KW0786'GROUND.
 KW0786'
 KW0786'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES NORTH OF
 KW0786'LANCASTER.
 KW0786
 KW0786                          STATION RECOVERY (1995)
 KW0786
 KW0786'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW0786'MARK NOT FOUND.
 KW0786
 KW0786                          STATION RECOVERY (2004)
 KW0786
 KW0786'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (SMM)
 KW0786'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0787 ***********************************************************************
 KW0787  DESIGNATION -  HESS RM 1
 KW0787  PID         -  KW0787
 KW0787  STATE/COUNTY-  PA/LANCASTER
 KW0787  USGS QUAD   -  LANCASTER (1995)
 KW0787
 KW0787                         *CURRENT SURVEY CONTROL
 KW0787  ___________________________________________________________________
 KW0787* NAD 83(1986)-  40 04 15.     (N)    076 18 51.     (W)     SCALED    
 KW0787* NAVD 88     -       123.411  (meters)     404.89   (feet)  ADJUSTED  
 KW0787  ___________________________________________________________________
 KW0787  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KW0787  DYNAMIC HT  -         123.348 (meters)     404.68  (feet)  COMP
 KW0787  MODELED GRAV-     980,111.7   (mgal)                       NAVD 88
 KW0787
 KW0787  VERT ORDER  -  SECOND    CLASS 0
 KW0787
 KW0787.The horizontal coordinates were scaled from a topographic map and have
 KW0787.an estimated accuracy of +/- 6 seconds.
 KW0787
 KW0787.The orthometric height was determined by differential leveling
 KW0787.and adjusted by the National Geodetic Survey in June 1991..
 KW0787
 KW0787.The geoid height was determined by GEOID03.
 KW0787
 KW0787.The dynamic height is computed by dividing the NAVD 88
 KW0787.geopotential number by the normal gravity value computed on the
 KW0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0787.degrees latitude (g = 980.6199 gals.).
 KW0787
 KW0787.The modeled gravity was interpolated from observed gravity values.
 KW0787
 KW0787;                    North         East    Units  Estimated Accuracy
 KW0787;SPC PA S     -    82,880.      722,480.      MT  (+/- 180 meters Scaled)
 KW0787
 KW0787                          SUPERSEDED SURVEY CONTROL
 KW0787
 KW0787  NGVD 29 (??/??/??)  123.671  (m)          405.74   (f) ADJUSTED    2 0
 KW0787
 KW0787.Superseded values are not recommended for survey control.
 KW0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0787.See file dsdata.txt to determine how the superseded data were derived.
 KW0787
 KW0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK879364(NAD 83)
 KW0787_MARKER: DR = REFERENCE MARK DISK
 KW0787_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0787_SP_SET: CONC PAD
 KW0787_STAMPING: HESS NO 1 1966
 KW0787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0787
 KW0787  HISTORY     - Date     Condition        Report By
 KW0787  HISTORY     - 1966     MONUMENTED       CGS
 KW0787  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 KW0787  HISTORY     - 19950630 MARK NOT FOUND   USGS
 KW0787  HISTORY     - 20040518 MARK NOT FOUND   PADT
 KW0787
 KW0787                          STATION DESCRIPTION
 KW0787
 KW0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0787'7.1 MI N FROM LANCASTER.
 KW0787'AT THE HESS STATION SITE-- 76.56 FEET NORTH OF THE STATION, 105
 KW0787'FEET NORTH OF THE CENTERLINE OF HESS BOULEVARD, 6.5 FEET EAST OF
 KW0787'THE STANDPIPE, SET IN THE TOP OF THE CONCRETE PAD OF THE
 KW0787'STANDPIPE AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 KW0787
 KW0787                          STATION RECOVERY (1995)
 KW0787
 KW0787'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW0787'MARK NOT FOUND.
 KW0787
 KW0787                          STATION RECOVERY (1995)
 KW0787
 KW0787'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (DH)
 KW0787'MARK NOT FOUND.
 KW0787
 KW0787                          STATION RECOVERY (2004)
 KW0787
 KW0787'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (SMM)
 KW0787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0785 ***********************************************************************
 KW0785  DESIGNATION -  HESS RM 2
 KW0785  PID         -  KW0785
 KW0785  STATE/COUNTY-  PA/LANCASTER
 KW0785  USGS QUAD   -  LANCASTER (1995)
 KW0785
 KW0785                         *CURRENT SURVEY CONTROL
 KW0785  ___________________________________________________________________
 KW0785* NAD 83(1986)-  40 04 15.     (N)    076 18 51.     (W)     SCALED    
 KW0785* NAVD 88     -       122.694  (meters)     402.54   (feet)  ADJUSTED  
 KW0785  ___________________________________________________________________
 KW0785  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KW0785  DYNAMIC HT  -         122.631 (meters)     402.33  (feet)  COMP
 KW0785  MODELED GRAV-     980,111.7   (mgal)                       NAVD 88
 KW0785
 KW0785  VERT ORDER  -  SECOND    CLASS 0
 KW0785
 KW0785.The horizontal coordinates were scaled from a topographic map and have
 KW0785.an estimated accuracy of +/- 6 seconds.
 KW0785
 KW0785.The orthometric height was determined by differential leveling
 KW0785.and adjusted by the National Geodetic Survey in June 1991..
 KW0785
 KW0785.The geoid height was determined by GEOID03.
 KW0785
 KW0785.The dynamic height is computed by dividing the NAVD 88
 KW0785.geopotential number by the normal gravity value computed on the
 KW0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0785.degrees latitude (g = 980.6199 gals.).
 KW0785
 KW0785.The modeled gravity was interpolated from observed gravity values.
 KW0785
 KW0785;                    North         East    Units  Estimated Accuracy
 KW0785;SPC PA S     -    82,880.      722,480.      MT  (+/- 180 meters Scaled)
 KW0785
 KW0785                          SUPERSEDED SURVEY CONTROL
 KW0785
 KW0785  NGVD 29 (??/??/??)  122.953  (m)          403.39   (f) ADJUSTED    2 0
 KW0785
 KW0785.Superseded values are not recommended for survey control.
 KW0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0785.See file dsdata.txt to determine how the superseded data were derived.
 KW0785
 KW0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK879364(NAD 83)
 KW0785_MARKER: DR = REFERENCE MARK DISK
 KW0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0785_STAMPING: HESS NO 2 1966
 KW0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0785+STABILITY: SURFACE MOTION
 KW0785
 KW0785  HISTORY     - Date     Condition        Report By
 KW0785  HISTORY     - 1966     MONUMENTED       CGS
 KW0785  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 KW0785  HISTORY     - 20040518 MARK NOT FOUND   PADT
 KW0785
 KW0785                          STATION DESCRIPTION
 KW0785
 KW0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0785'7.1 MI N FROM LANCASTER.
 KW0785'AT THE HESS STATION SITE-- 75.83 FEET SOUTHWEST OF THE
 KW0785'STATION, 105 FEET SOUTHWEST OF THE STANDPIPE, 24 FEET NORTH OF
 KW0785'THE CENTERLINE OF HESS BOULEVARD, 3.6 FEET NORTH OF A 8-INCH
 KW0785'TREE, SET IN THE TOP OF A CONCRETE POST, FLUSH, AND IS ABOUT
 KW0785'LEVEL WITH THE STATION.
 KW0785
 KW0785                          STATION RECOVERY (1995)
 KW0785
 KW0785'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW0785'MARK NOT FOUND.
 KW0785
 KW0785                          STATION RECOVERY (2004)
 KW0785
 KW0785'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (SMM)
 KW0785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1765 ***********************************************************************
 LZ1765  DESIGNATION -  HESSE
 LZ1765  PID         -  LZ1765
 LZ1765  STATE/COUNTY-  PA/LYCOMING
 LZ1765  USGS QUAD   -  ENGLISH CENTER (1973)
 LZ1765
 LZ1765                         *CURRENT SURVEY CONTROL
 LZ1765  ___________________________________________________________________
 LZ1765* NAD 83(1992)-  41 24 55.38368(N)    077 16 47.39037(W)     ADJUSTED  
 LZ1765* NAVD 88     -       669.     (meters)    2195.     (feet)  SCALED    
 LZ1765  ___________________________________________________________________
 LZ1765  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 LZ1765  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 LZ1765
 LZ1765  HORZ ORDER  -  THIRD
 LZ1765
 LZ1765.The horizontal coordinates were established by classical geodetic methods
 LZ1765.and adjusted by the National Geodetic Survey in June 2002..
 LZ1765
 LZ1765.The orthometric height was scaled from a topographic map.
 LZ1765
 LZ1765.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1765
 LZ1765.The geoid height was determined by GEOID03.
 LZ1765
 LZ1765;                    North         East     Units Scale Factor Converg.
 LZ1765;SPC PA N     -   138,781.588   639,306.506   MT  0.99995684   +0 18 39.7
 LZ1765;SPC PA N     -   455,319.26  2,097,458.10   sFT  0.99995684   +0 18 39.7
 LZ1765;UTM  18      - 4,587,378.669   309,465.174   MT  1.00004679   -1 30 30.9
 LZ1765
 LZ1765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1765!SPC PA N     -   0.99990026  x   0.99995684  =   0.99985711
 LZ1765!UTM  18      -   0.99990026  x   1.00004679  =   0.99994705
 LZ1765
 LZ1765:                Primary Azimuth Mark                     Grid Az
 LZ1765:SPC PA N     -  CRESCENT                                 108 34 39.5
 LZ1765:UTM  18      -  CRESCENT                                 110 23 50.1
 LZ1765
 LZ1765|---------------------------------------------------------------------|
 LZ1765| PID    Reference Object                     Distance      Geod. Az  |
 LZ1765|                                                           dddmmss.s |
 LZ1765| LZ1706 CRESCENT                            APPROX.20.0 KM 1085319.2 |
 LZ1765| LZ1673 PUTNAM                              APPROX.26.6 KM 3491157.4 |
 LZ1765|---------------------------------------------------------------------|
 LZ1765
 LZ1765                          SUPERSEDED SURVEY CONTROL
 LZ1765
 LZ1765  NAD 83(1986)-  41 24 55.38205(N)    077 16 47.38985(W) AD(       ) 3
 LZ1765  NAD 27      -  41 24 55.12069(N)    077 16 48.46183(W) AD(       ) 3
 LZ1765
 LZ1765.Superseded values are not recommended for survey control.
 LZ1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1765.See file dsdata.txt to determine how the superseded data were derived.
 LZ1765
 LZ1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL0946587379(NAD 83)
 LZ1765_MARKER: DD = SURVEY DISK
 LZ1765_SETTING: 0 = UNSPECIFIED SETTING
 LZ1765_MAGNETIC: N = NO MAGNETIC MATERIAL
 LZ1765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1765
 LZ1765  HISTORY     - Date     Condition        Report By
 LZ1765  HISTORY     - 1899     MONUMENTED       USGS
 LZ1765
 LZ1765                          STATION DESCRIPTION
 LZ1765
 LZ1765'DESCRIBED BY US GEOLOGICAL SURVEY 1899 (OJ)
 LZ1765'LOCATED ON E. END OF TIMBERED RIDGE IN PINE TOWNSHIP, 2.0 MI S. OF
 LZ1765'ENGLISH CENTER POST OFFICE, ON LAND OWNED BY MRS. HESSE.
 LZ1765'
 LZ1765'STATION MARK-- STANDARD TABLET IN TOP OF 36- BY 6- BY 6-IN.
 LZ1765'SANDSTONE POST SET 32-IN. IN GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0170 ***********************************************************************
 LZ0170  DESIGNATION -  HETLERVILLE
 LZ0170  PID         -  LZ0170
 LZ0170  STATE/COUNTY-  PA/COLUMBIA
 LZ0170  USGS QUAD   -  MIFFLINVILLE (1989)
 LZ0170
 LZ0170                         *CURRENT SURVEY CONTROL
 LZ0170  ___________________________________________________________________
 LZ0170* NAD 83(1992)-  41 00 39.78678(N)    076 15 34.76159(W)     ADJUSTED  
 LZ0170* NAVD 88     -       292.149  (meters)     958.49   (feet)  ADJUSTED  
 LZ0170  ___________________________________________________________________
 LZ0170  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 LZ0170  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 LZ0170  DYNAMIC HT  -         292.027 (meters)     958.09  (feet)  COMP
 LZ0170  MODELED GRAV-     980,197.4   (mgal)                       NAVD 88
 LZ0170
 LZ0170  HORZ ORDER  -  SECOND
 LZ0170  VERT ORDER  -  SECOND    CLASS 0
 LZ0170
 LZ0170.The horizontal coordinates were established by classical geodetic methods
 LZ0170.and adjusted by the National Geodetic Survey in June 2002..
 LZ0170
 LZ0170.The orthometric height was determined by differential leveling
 LZ0170.and adjusted by the National Geodetic Survey in June 1991..
 LZ0170
 LZ0170.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ0170
 LZ0170.The geoid height was determined by GEOID03.
 LZ0170
 LZ0170.The dynamic height is computed by dividing the NAVD 88
 LZ0170.geopotential number by the normal gravity value computed on the
 LZ0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0170.degrees latitude (g = 980.6199 gals.).
 LZ0170
 LZ0170.The modeled gravity was interpolated from observed gravity values.
 LZ0170
 LZ0170;                    North         East     Units Scale Factor Converg.
 LZ0170;SPC PA N     -    94,850.697   725,360.958   MT  0.99998184   +0 59 09.3
 LZ0170;SPC PA N     -   311,189.33  2,379,788.41   sFT  0.99998184   +0 59 09.3
 LZ0170;UTM  18      - 4,540,748.052   394,077.497   MT  0.99973809   -0 49 36.0
 LZ0170
 LZ0170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ0170!SPC PA N     -   0.99995928  x   0.99998184  =   0.99994112
 LZ0170!UTM  18      -   0.99995928  x   0.99973809  =   0.99969738
 LZ0170
 LZ0170:                Primary Azimuth Mark                     Grid Az
 LZ0170:SPC PA N     -  YEAGER                                   084 09 02.7
 LZ0170:UTM  18      -  YEAGER                                   085 57 48.0
 LZ0170
 LZ0170|---------------------------------------------------------------------|
 LZ0170| PID    Reference Object                     Distance      Geod. Az  |
 LZ0170|                                                           dddmmss.s |
 LZ0170| LZ0166 YEAGER                              APPROX. 2.0 KM 0850812.0 |
 LZ0170| LZ0171 HETLERVILLE RM 1                     10.140 METERS 16241     |
 LZ0170| LZ0169 HETLERVILLE RM 2                      9.550 METERS 34129     |
 LZ0170|---------------------------------------------------------------------|
 LZ0170
 LZ0170                          SUPERSEDED SURVEY CONTROL
 LZ0170
 LZ0170  NAD 83(1986)-  41 00 39.78441(N)    076 15 34.76493(W) AD(       ) 2
 LZ0170  NAD 27      -  41 00 39.47690(N)    076 15 35.99810(W) AD(       ) 2
 LZ0170  NGVD 29 (??/??/92)  292.363  (m)          959.19   (f) ADJ UNCH    2 0
 LZ0170
 LZ0170.Superseded values are not recommended for survey control.
 LZ0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0170.See file dsdata.txt to determine how the superseded data were derived.
 LZ0170
 LZ0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL9407740748(NAD 83)
 LZ0170_MARKER: DS = TRIANGULATION STATION DISK
 LZ0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0170_STAMPING: HETLERVILLE 1958
 LZ0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0170+STABILITY: SURFACE MOTION
 LZ0170
 LZ0170  HISTORY     - Date     Condition        Report By
 LZ0170  HISTORY     - 1958     MONUMENTED       CGS
 LZ0170  HISTORY     - 1958     GOOD             CGS
 LZ0170
 LZ0170                          STATION DESCRIPTION
 LZ0170
 LZ0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JMR)
 LZ0170'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LOW HILL, ABOUT 3
 LZ0170'MILES SOUTHEAST OF MIFFLINVILLE, ABOUT 2-1/2 MILES SOUTH OF
 LZ0170'BERWICK, ABOUT 0.26 MILES SOUTH OF THE SMALL VILLAGE OF HETLERVILLE
 LZ0170'AND IN THE APPROXIMATE CENTER OF A TRACK ROAD BETWEEN TWO
 LZ0170'CULTIVATED FIELDS.
 LZ0170'
 LZ0170'TO REACH THE STATION FROM THE SOUTH END OF THE MIFFINVILLE BRIDGE
 LZ0170'WHICH SPANS THE NORTH BRANCH OF THE SUSQUEHANNA RIVER TURN LEFT AT
 LZ0170'THE INTERSECTION AND GO EAST AND SOUTH FOR 0.17 MILE TO THE
 LZ0170'INTERSECTION OF THIRD STREET AND MARKET STREET. CROSS THIRD STREET
 LZ0170'AND CONTINUE SOUTH ON MARKET STREET AND A MACADAM ROAD FOR 0.87 MILE
 LZ0170'TO A Y-INTERSECTION.  TAKE THE LEFT FORK AND GO SOUTHEAST ON A
 LZ0170'MACADAM ROAD FOR 0.72 MILE TO A Y-INTERSECTION.  TAKE THE RIGHT FORK
 LZ0170'AND GO EAST ON A MACADAM ROAD FOR 0.78 MILE TO A REVERSE
 LZ0170'Y-INTERSECTION.  CONTINUE STRAIGHT AHEAD AND GO NORTHEAST ON THE
 LZ0170'MACADAM ROAD FOR 1.0 MILE TO A SIDE ROAD ON THE LEFT, NORTH, SIDE
 LZ0170'OF THE ROAD, SIX MAIL BOXES AND SIGN HAZLETON 19 ON THE RIGHT,
 LZ0170'SOUTH, SIDE OF THE ROAD, IN THE SMALL SETTLEMENT OF HETLERVILLE.
 LZ0170'CONTINUE STRAIGHT AHEAD, EAST, FOR 0.05 MILE TO A DRIVEWAY ON
 LZ0170'THE RIGHT.  TURN RIGHT ONTO THE DRIVEWAY, PASSING TO THE EAST SIDE OF
 LZ0170'A HOUSE, THENCE BEAR TO THE LEFT ONTO A TRACK ROAD PASSING TO THE
 LZ0170'EAST SIDE OF A BARN AND GO SOUTH ON THE TRACK ROAD FOR 0.26 MILE TO
 LZ0170'THE HIGHEST POINT OF THE HILL AND THE STATION.
 LZ0170'
 LZ0170'THE STATION MARK, A STANDARD DISK STAMPED HETLERVILLE 1958, IS SET IN
 LZ0170'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS ABOUT 2 INCHES
 LZ0170'BELOW THE SURFACE OF THE GROUND AND IS SET IN THE APPROXIMATE CENTER
 LZ0170'OF A TRACK ROAD.
 LZ0170'
 LZ0170'REFERENCE MARK 1, A STANDARD DISK STAMPED HETLERVILLE NO 1 1958, IS
 LZ0170'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 LZ0170'THE SURFACE OF THE GROUND AND ABOUT THE SAME ELEVATION AS THE STATION
 LZ0170'AND IS SET IN THE APPROXIMATE CENTER OF A TRACK ROAD.
 LZ0170'
 LZ0170'REFERENCE MARK 2, A STANDARD DISK STAMPED HETLERVILLE NO 2 1958, IS
 LZ0170'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 LZ0170'THE SURFACE OF THE GROUND AND ABOUT THE SAME ELEVATION AS THE
 LZ0170'STATION.  IT IS SET IN THE APPROXIMATE CENTER OF A TRACK ROAD.
 LZ0170'
 LZ0170'STATION YEAGER MAY BE USED AS AN AZIMUTH MARK.
 LZ0170
 LZ0170                          STATION RECOVERY (1958)
 LZ0170
 LZ0170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 LZ0170'3 MI SE FROM MIFFLINVILLE.
 LZ0170'ABOUT 0.9 MI. SOUTH ALONG A BLACKTOP ROAD FROM THE POST OFFICE
 LZ0170'AT MIFFLINVILLE, TO A Y-INTERSECTION, THENCE 1.55 MILES SOUTHEAST
 LZ0170'ALONG THE BLACKTOP ROAD TO A REVERSE Y-INTERSECTION.  CONTINUE
 LZ0170'STRAIGHT AHEAD AND GO NORTHEAST ON THE MACADAM ROAD FOR 1.0 MILE
 LZ0170'TO A SIDE ROAD TO THE LEFT, NORTH SIDE OF THE ROAD, SIX MAIL
 LZ0170'BOXES AND SIGN HAZELTON 19 ON THE RIGHT, SOUTH SIDE OF THE ROAD,
 LZ0170'IN THE SMALL SETTLEMENT OF HETLERVILLE.  CONTINUE STRAIGHT AHEAD,
 LZ0170'EAST FOR 0.05 MILE TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT ONTO
 LZ0170'THE DRIVEWAY, PASSING TO THE EAST SIDE OF A HOUSE, THENCE BEAR
 LZ0170'TO THE LEFT ONTO A TRACK ROAD PASSING TO THE EAST SIDE OF A BARN
 LZ0170'AND GO SOUTH ON THE TRACK ROAD FOR 0.26 MILE TO THE HIGHEST
 LZ0170'POINT OF THE HILL AND THE STATION.  IT IS SET IN THE TOP OF A
 LZ0170'SQUARE CONCRETE MONUMENT WHICH IS ABOUT 2 INCHES BELOW THE
 LZ0170'SURFACE OF THE GROUND AND IS SET IN APPROXIMATE CENTER OF THE
 LZ0170'TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0171 ***********************************************************************
 LZ0171  DESIGNATION -  HETLERVILLE RM 1
 LZ0171  PID         -  LZ0171
 LZ0171  STATE/COUNTY-  PA/COLUMBIA
 LZ0171  USGS QUAD   -  MIFFLINVILLE (1989)
 LZ0171
 LZ0171                         *CURRENT SURVEY CONTROL
 LZ0171  ___________________________________________________________________
 LZ0171* NAD 83(1986)-  41 00 39.     (N)    076 15 34.     (W)     SCALED    
 LZ0171* NAVD 88     -       292.380  (meters)     959.25   (feet)  ADJUSTED  
 LZ0171  ___________________________________________________________________
 LZ0171  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 LZ0171  DYNAMIC HT  -         292.257 (meters)     958.85  (feet)  COMP
 LZ0171  MODELED GRAV-     980,197.4   (mgal)                       NAVD 88
 LZ0171
 LZ0171  VERT ORDER  -  SECOND    CLASS 0
 LZ0171
 LZ0171.The horizontal coordinates were scaled from a topographic map and have
 LZ0171.an estimated accuracy of +/- 6 seconds.
 LZ0171
 LZ0171.The orthometric height was determined by differential leveling
 LZ0171.and adjusted by the National Geodetic Survey in June 1991..
 LZ0171
 LZ0171.The geoid height was determined by GEOID03.
 LZ0171
 LZ0171.The dynamic height is computed by dividing the NAVD 88
 LZ0171.geopotential number by the normal gravity value computed on the
 LZ0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0171.degrees latitude (g = 980.6199 gals.).
 LZ0171
 LZ0171.The modeled gravity was interpolated from observed gravity values.
 LZ0171
 LZ0171;                    North         East    Units  Estimated Accuracy
 LZ0171;SPC PA N     -    94,830.      725,380.      MT  (+/- 180 meters Scaled)
 LZ0171
 LZ0171                          SUPERSEDED SURVEY CONTROL
 LZ0171
 LZ0171  NGVD 29 (??/??/92)  292.594  (m)          959.95   (f) ADJ UNCH    2 0
 LZ0171
 LZ0171.Superseded values are not recommended for survey control.
 LZ0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0171.See file dsdata.txt to determine how the superseded data were derived.
 LZ0171
 LZ0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL940407(NAD 83)
 LZ0171_MARKER: DR = REFERENCE MARK DISK
 LZ0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0171_STAMPING: HETLERVILLE NO 1 1958
 LZ0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0171+STABILITY: SURFACE MOTION
 LZ0171
 LZ0171  HISTORY     - Date     Condition        Report By
 LZ0171  HISTORY     - 1958     MONUMENTED       CGS
 LZ0171
 LZ0171                          STATION DESCRIPTION
 LZ0171
 LZ0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LZ0171'3 MI SE FROM MIFFLINVILLE.
 LZ0171'0.9 MILES SOUTH ALONG A BLACKTOP ROAD FROM THE POST OFFICE AT
 LZ0171'MIFFLINVILLE, TO A Y-INTERSECTION, THENCE 1.55 MILES SOUTHEAST
 LZ0171'ALONG THE BLACKTOP ROAD TO A REVERSE Y-INTERSECTION.  CONTINUE
 LZ0171'STRAIGHT AHEAD AND GO NORTHEAST ON THE MACADAM ROAD FOR 1.0 MILE
 LZ0171'TO A SIDE ROAD TO THE LEFT, NORTH SIDE OF THE ROAD, SIX MAIL BOXES
 LZ0171'AND SIGN HAZELTON 19 ON THE RIGHT, SOUTH SIDE OF THE ROAD, IN
 LZ0171'THE SMALL SETTLEMENT OF HETLERVILLE.  CONTINUE STRAIGHT AHEAD,
 LZ0171'EAST FOR 0.05 MILE TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT ONTO
 LZ0171'THE DRIVEWAY, PASSING TO THE EAST SIDE OF A HOUSE, THENCE BEAR
 LZ0171'TO THE LEFT ONTO A TRACK ROAD PASSING TO THE EAST SIDE OF A BARN
 LZ0171'AND GO SOUTH ON THE TRACK ROAD FOR 0.26 MILE TO THE HIGHEST
 LZ0171'POINT OF THE HILL AND THE STATION.  IT IS SET IN THE TOP OF A
 LZ0171'SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE
 LZ0171'GROUND AND ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 33
 LZ0171'FEET SOUTH OF THE STATION AND SET IN APPROXIMATE CENTER OF A
 LZ0171'TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0169 ***********************************************************************
 LZ0169  DESIGNATION -  HETLERVILLE RM 2
 LZ0169  PID         -  LZ0169
 LZ0169  STATE/COUNTY-  PA/COLUMBIA
 LZ0169  USGS QUAD   -  MIFFLINVILLE (1989)
 LZ0169
 LZ0169                         *CURRENT SURVEY CONTROL
 LZ0169  ___________________________________________________________________
 LZ0169* NAD 83(1986)-  41 00 39.     (N)    076 15 34.     (W)     SCALED    
 LZ0169* NAVD 88     -       291.973  (meters)     957.91   (feet)  ADJUSTED  
 LZ0169  ___________________________________________________________________
 LZ0169  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 LZ0169  DYNAMIC HT  -         291.851 (meters)     957.51  (feet)  COMP
 LZ0169  MODELED GRAV-     980,197.4   (mgal)                       NAVD 88
 LZ0169
 LZ0169  VERT ORDER  -  SECOND    CLASS 0
 LZ0169
 LZ0169.The horizontal coordinates were scaled from a topographic map and have
 LZ0169.an estimated accuracy of +/- 6 seconds.
 LZ0169
 LZ0169.The orthometric height was determined by differential leveling
 LZ0169.and adjusted by the National Geodetic Survey in June 1991..
 LZ0169
 LZ0169.The geoid height was determined by GEOID03.
 LZ0169
 LZ0169.The dynamic height is computed by dividing the NAVD 88
 LZ0169.geopotential number by the normal gravity value computed on the
 LZ0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0169.degrees latitude (g = 980.6199 gals.).
 LZ0169
 LZ0169.The modeled gravity was interpolated from observed gravity values.
 LZ0169
 LZ0169;                    North         East    Units  Estimated Accuracy
 LZ0169;SPC PA N     -    94,830.      725,380.      MT  (+/- 180 meters Scaled)
 LZ0169
 LZ0169                          SUPERSEDED SURVEY CONTROL
 LZ0169
 LZ0169  NGVD 29 (??/??/92)  292.187  (m)          958.62   (f) ADJ UNCH    2 0
 LZ0169
 LZ0169.Superseded values are not recommended for survey control.
 LZ0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0169.See file dsdata.txt to determine how the superseded data were derived.
 LZ0169
 LZ0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL940407(NAD 83)
 LZ0169_MARKER: DR = REFERENCE MARK DISK
 LZ0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0169_STAMPING: HETLERVILLE NO 2 1958
 LZ0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0169+STABILITY: SURFACE MOTION
 LZ0169
 LZ0169  HISTORY     - Date     Condition        Report By
 LZ0169  HISTORY     - 1958     MONUMENTED       CGS
 LZ0169
 LZ0169                          STATION DESCRIPTION
 LZ0169
 LZ0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LZ0169'3 MI SE FROM MIFFLINVILLE.
 LZ0169'ABOUT 0.9 MILES SOUTH ALONG A BLACKTOP ROAD FROM THE POST OFFICE
 LZ0169'AT MIFFLINVILLE, TO A Y-INTERSECTION, THENCE 1.55 MILES SOUTHEAST
 LZ0169'ALONG THE BLACKTOP ROAD TO A REVERSE Y-INTERSECTION.  CONTINUE
 LZ0169'STRAIGHT AHEAD AND GO NORTHEAST ON THE MACADAM ROAD FOR 1.0 MILE
 LZ0169'TO A SIDE ROAD TO THE LEFT, NORTH SIDE OF THE ROAD, SIX MAIL
 LZ0169'BOXES AND SIGN HAZELTON 19 ON THE RIGHT, SOUTH SIDE OF THE ROAD,
 LZ0169'IN THE SMALL SETTLEMENT OF HETLERVILLE.  CONTINUE STRAIGHT AHEAD,
 LZ0169'EAST FOR 0.05 MILE TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT ONTO
 LZ0169'THE DRIVEWAY, PASSING TO THE EAST SIDE OF A HOUSE, THENCE BEAR
 LZ0169'TO THE LEFT ONTO A TRACK ROAD PASSING TO THE EAST SIDE OF A BARN
 LZ0169'AND GO SOUTH ON THE TRACK ROAD FOR 0.26 MILE TO THE HIGHEST POINT
 LZ0169'OF THE HILL AND THE STATION.  IT IS SET IN THE TOP OF A SQUARE
 LZ0169'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND
 LZ0169'AND ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 31 FEET
 LZ0169'NORTH OF THE STATION AND SET IN THE APPROXIMATE CENTER OF A
 LZ0169'TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2121 ***********************************************************************
 KX2121  DESIGNATION -  HEVERLINE
 KX2121  PID         -  KX2121
 KX2121  STATE/COUNTY-  PA/ALLEGHENY
 KX2121  USGS QUAD   -  GLENSHAW (1993)
 KX2121
 KX2121                         *CURRENT SURVEY CONTROL
 KX2121  ___________________________________________________________________
 KX2121* NAD 83(1992)-  40 35 09.79016(N)    079 55 17.61927(W)     ADJUSTED  
 KX2121* NAVD 88     -       403.     (meters)    1322.     (feet)  SCALED    
 KX2121  ___________________________________________________________________
 KX2121  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 KX2121  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KX2121
 KX2121  HORZ ORDER  -  THIRD
 KX2121
 KX2121.The horizontal coordinates were established by classical geodetic methods
 KX2121.and adjusted by the National Geodetic Survey in June 2002..
 KX2121
 KX2121.The orthometric height was scaled from a topographic map.
 KX2121
 KX2121.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2121
 KX2121.The geoid height was determined by GEOID03.
 KX2121
 KX2121;                    North         East     Units Scale Factor Converg.
 KX2121;SPC PA S     -   141,356.604   416,182.516   MT  0.99996228   -1 24 32.0
 KX2121;SPC PA S     -   463,767.46  1,365,425.47   sFT  0.99996228   -1 24 32.0
 KX2121;UTM  17      - 4,493,365.481   591,264.276   MT  0.99970252   +0 42 06.0
 KX2121
 KX2121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2121!SPC PA S     -   0.99994211  x   0.99996228  =   0.99990439
 KX2121!UTM  17      -   0.99994211  x   0.99970252  =   0.99964465
 KX2121
 KX2121:                Primary Azimuth Mark                     Grid Az
 KX2121:SPC PA S     -  CHRISTY                                  065 39 24.9
 KX2121:UTM  17      -  CHRISTY                                  063 32 46.9
 KX2121
 KX2121|---------------------------------------------------------------------|
 KX2121| PID    Reference Object                     Distance      Geod. Az  |
 KX2121|                                                           dddmmss.s |
 KX2121| KX2107 CHRISTY                             APPROX.10.2 KM 0641452.9 |
 KX2121|---------------------------------------------------------------------|
 KX2121
 KX2121                          SUPERSEDED SURVEY CONTROL
 KX2121
 KX2121  NAD 83(1995)-  40 35 09.79253(N)    079 55 17.62409(W) AD(       ) 3
 KX2121  NAD 83(1986)-  40 35 09.79525(N)    079 55 17.62623(W) AD(       ) 3
 KX2121  NAD 27      -  40 35 09.56007(N)    079 55 18.45424(W) AD(       ) 3
 KX2121
 KX2121.Superseded values are not recommended for survey control.
 KX2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2121.See file dsdata.txt to determine how the superseded data were derived.
 KX2121
 KX2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE9126493365(NAD 83)
 KX2121_MARKER: DD = SURVEY DISK
 KX2121_SETTING: 0 = UNSPECIFIED SETTING
 KX2121_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX2121
 KX2121  HISTORY     - Date     Condition        Report By
 KX2121  HISTORY     - 1903     MONUMENTED       USGS
 KX2121
 KX2121                          STATION DESCRIPTION
 KX2121
 KX2121'DESCRIBED BY US GEOLOGICAL SURVEY 1903 (DHB)
 KX2121'ON HIGH ORCHARD TOPPED KNOB IN E. BORDER OF HAMPTON TOWNSHIP, 2.0 MI
 KX2121'SE. OF TALLEY CAVEY AND 2.5 MI W. OF DORSEYVILLE ON LAND OF MR. GEORGE
 KX2121'HEVERLINE, BLACKSMITH WHOSE RESIDENCE AND SHOP IS ON W. SLOPE OF HILL.
 KX2121'
 KX2121'STATION MARK--  MARBLE POST 33 BY 6 BY 6-IN., SET 33 IN. IN GROUND, IN
 KX2121'CENTER OF TOP OF WHICH IS CEMENTED A STANDARD TRIANGULATION DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JX0037 ***********************************************************************
 JX0037  DESIGNATION -  HH 119
 JX0037  PID         -  JX0037
 JX0037  STATE/COUNTY-  PA/GREENE
 JX0037  USGS QUAD   -  GARARDS FORT (1979)
 JX0037
 JX0037                         *CURRENT SURVEY CONTROL
 JX0037  ___________________________________________________________________
 JX0037* NAD 83(1986)-  39 49 49.     (N)    080 07 18.     (W)     SCALED    
 JX0037* NAVD 88     -       312.470  (meters)    1025.16   (feet)  ADJUSTED  
 JX0037  ___________________________________________________________________
 JX0037  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JX0037  DYNAMIC HT  -         312.289 (meters)    1024.57  (feet)  COMP
 JX0037  MODELED GRAV-     980,040.4   (mgal)                       NAVD 88
 JX0037
 JX0037  VERT ORDER  -  SECOND    CLASS 0
 JX0037
 JX0037.The horizontal coordinates were scaled from a topographic map and have
 JX0037.an estimated accuracy of +/- 6 seconds.
 JX0037
 JX0037.The orthometric height was determined by differential leveling
 JX0037.and adjusted by the National Geodetic Survey in June 1991..
 JX0037
 JX0037.The geoid height was determined by GEOID03.
 JX0037
 JX0037.The dynamic height is computed by dividing the NAVD 88
 JX0037.geopotential number by the normal gravity value computed on the
 JX0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0037.degrees latitude (g = 980.6199 gals.).
 JX0037
 JX0037.The modeled gravity was interpolated from observed gravity values.
 JX0037
 JX0037;                    North         East    Units  Estimated Accuracy
 JX0037;SPC PA S     -    57,900.      397,000.      MT  (+/- 180 meters Scaled)
 JX0037
 JX0037                          SUPERSEDED SURVEY CONTROL
 JX0037
 JX0037  NGVD 29 (??/??/92)  312.603  (m)         1025.60   (f) ADJ UNCH    2 0
 JX0037
 JX0037.Superseded values are not recommended for survey control.
 JX0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0037.See file dsdata.txt to determine how the superseded data were derived.
 JX0037
 JX0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE751092(NAD 83)
 JX0037_MARKER: DD = SURVEY DISK
 JX0037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0037_SP_SET: BRIDGE
 JX0037_STAMPING: HH 119 1935
 JX0037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0037
 JX0037  HISTORY     - Date     Condition        Report By
 JX0037  HISTORY     - 1935     MONUMENTED       PADH
 JX0037  HISTORY     - 1935     GOOD             NGS
 JX0037
 JX0037                          STATION DESCRIPTION
 JX0037
 JX0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JX0037'7.4 MI SE FROM WAYNESBURG.
 JX0037'7.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 19 FROM THE COUNTY
 JX0037'COURTHOUSE AT WAYNESBURG, GREENE COUNTY, 205 FEET NORTH OF THE
 JX0037'PEOPLES GAS COMPANY PUMPING STATION IN 1935, AT BRIDGE 498/38,
 JX0037'AND IN THE TOP OF THE SOUTHWEST WING WALL OF THE NORTHWEST
 JX0037'ABUTMENT.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD DISK,
 JX0037'STAMPED HH 119 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0031 ***********************************************************************
 KY0031  DESIGNATION -  HH 131
 KY0031  PID         -  KY0031
 KY0031  STATE/COUNTY-  PA/BEAVER
 KY0031  USGS QUAD   -  BEAVER (1979)
 KY0031
 KY0031                         *CURRENT SURVEY CONTROL
 KY0031  ___________________________________________________________________
 KY0031* NAD 83(1986)-  40 39 37.     (N)    080 15 16.     (W)     SCALED    
 KY0031* NAVD 88     -       228.998  (meters)     751.30   (feet)  ADJUSTED  
 KY0031  ___________________________________________________________________
 KY0031  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 KY0031  DYNAMIC HT  -         228.881 (meters)     750.92  (feet)  COMP
 KY0031  MODELED GRAV-     980,107.8   (mgal)                       NAVD 88
 KY0031
 KY0031  VERT ORDER  -  FIRST     CLASS II
 KY0031
 KY0031.The horizontal coordinates were scaled from a topographic map and have
 KY0031.an estimated accuracy of +/- 6 seconds.
 KY0031
 KY0031.The orthometric height was determined by differential leveling
 KY0031.and adjusted by the National Geodetic Survey in June 1991..
 KY0031
 KY0031.The geoid height was determined by GEOID03.
 KY0031
 KY0031.The dynamic height is computed by dividing the NAVD 88
 KY0031.geopotential number by the normal gravity value computed on the
 KY0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0031.degrees latitude (g = 980.6199 gals.).
 KY0031
 KY0031.The modeled gravity was interpolated from observed gravity values.
 KY0031
 KY0031;                    North         East    Units  Estimated Accuracy
 KY0031;SPC PA S     -   150,340.      388,250.      MT  (+/- 180 meters Scaled)
 KY0031
 KY0031                          SUPERSEDED SURVEY CONTROL
 KY0031
 KY0031  NGVD 29 (??/??/92)  229.12   (m)          751.7    (f) COMPUTED    1 2
 KY0031
 KY0031.Superseded values are not recommended for survey control.
 KY0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0031.See file dsdata.txt to determine how the superseded data were derived.
 KY0031
 KY0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF630013(NAD 83)
 KY0031_MARKER: DD = SURVEY DISK
 KY0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0031_STAMPING: HH 131
 KY0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0031+STABILITY: SURFACE MOTION
 KY0031
 KY0031  HISTORY     - Date     Condition        Report By
 KY0031  HISTORY     - UNK      MONUMENTED       PLERR
 KY0031  HISTORY     - 1941     GOOD             NGS
 KY0031  HISTORY     - 1966     MARK NOT FOUND   NGS
 KY0031
 KY0031                          STATION DESCRIPTION
 KY0031
 KY0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KY0031'3 MI NW FROM ALIQUIPPA.
 KY0031'3 MILES NORTHWEST ALONG THE PITTSBURGH AND LAKE ERIE RAILROAD
 KY0031'FROM THE STATION AT ALIQUIPPA, 14-1/2 RAILS NORTH OF MILEPOST 22,
 KY0031'BETWEEN THE FIRST AND SECOND SOUTHBOUND TRACKS, AND 3.8 FEET
 KY0031'EAST OF THE EAST RAIL OF TRACK 2.  THE RAISED FIGURE 3 ON A
 KY0031'PITTSBURGH AND LAKE ERIE RAILROAD IRON DISK, STAMPED HH 131 AND SET
 KY0031'IN THE TOP OF A CONCRETE POST.
 KY0031
 KY0031                          STATION RECOVERY (1966)
 KY0031
 KY0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KY0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3097 ***********************************************************************
 KY3097  DESIGNATION -  HICKMAN
 KY3097  PID         -  KY3097
 KY3097  STATE/COUNTY-  PA/ALLEGHENY
 KY3097  USGS QUAD   -  CANONSBURG (1979)
 KY3097
 KY3097                         *CURRENT SURVEY CONTROL
 KY3097  ___________________________________________________________________
 KY3097* NAD 83(1992)-  40 20 52.19561(N)    080 08 42.96464(W)     ADJUSTED  
 KY3097* NAVD 88     -       393.     (meters)    1289.     (feet)  SCALED    
 KY3097  ___________________________________________________________________
 KY3097  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 KY3097  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KY3097
 KY3097  HORZ ORDER  -  THIRD
 KY3097
 KY3097.The horizontal coordinates were established by classical geodetic methods
 KY3097.and adjusted by the National Geodetic Survey in June 2002..
 KY3097
 KY3097.The orthometric height was scaled from a topographic map.
 KY3097
 KY3097.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3097
 KY3097.The geoid height was determined by GEOID03.
 KY3097
 KY3097;                    North         East     Units Scale Factor Converg.
 KY3097;SPC PA S     -   115,404.113   396,533.307   MT  0.99996110   -1 33 14.5
 KY3097;SPC PA S     -   378,621.66  1,300,959.69   sFT  0.99996110   -1 33 14.5
 KY3097;UTM  17      - 4,466,714.897   572,588.570   MT  0.99966486   +0 33 12.2
 KY3097
 KY3097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3097!SPC PA S     -   0.99994367  x   0.99996110  =   0.99990478
 KY3097!UTM  17      -   0.99994367  x   0.99966486  =   0.99960855
 KY3097
 KY3097:                Primary Azimuth Mark                     Grid Az
 KY3097:SPC PA S     -  OAKDALE                                  331 56 42.5
 KY3097:UTM  17      -  OAKDALE                                  329 50 15.8
 KY3097
 KY3097|---------------------------------------------------------------------|
 KY3097| PID    Reference Object                     Distance      Geod. Az  |
 KY3097|                                                           dddmmss.s |
 KY3097| KY3106 OAKDALE                             APPROX. 4.5 KM 3302328.0 |
 KY3097|---------------------------------------------------------------------|
 KY3097
 KY3097                          SUPERSEDED SURVEY CONTROL
 KY3097
 KY3097  NAD 83(1995)-  40 20 52.19610(N)    080 08 42.96522(W) AD(       ) 3
 KY3097  NAD 83(1986)-  40 20 52.19920(N)    080 08 42.97303(W) AD(       ) 3
 KY3097  NAD 27      -  40 20 51.95169(N)    080 08 43.76620(W) AD(       ) 3
 KY3097
 KY3097.Superseded values are not recommended for survey control.
 KY3097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3097.See file dsdata.txt to determine how the superseded data were derived.
 KY3097
 KY3097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE7258966715(NAD 83)
 KY3097_MARKER: DD = SURVEY DISK
 KY3097_SETTING: 0 = UNSPECIFIED SETTING
 KY3097_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3097
 KY3097  HISTORY     - Date     Condition        Report By
 KY3097  HISTORY     - 1900     MONUMENTED       USGS
 KY3097  HISTORY     - 1952     SEE DESCRIPTION  USGS
 KY3097
 KY3097                          STATION DESCRIPTION
 KY3097
 KY3097'DESCRIBED BY US GEOLOGICAL SURVEY 1900 (DHB)
 KY3097'ON BALD HILL IN S. FAYETTE TOWNSHIP, 2.5 MI SW. OF BRIDGEVILLE, ON
 KY3097'LAND BELONGING TO WILLIAM HICKMAN, WHO LIVES ON S. SIDE OF HILL.
 KY3097'
 KY3097'STATION MARK--  SANDSTONE POST 30 BY 12 BY 12-IN., SET 28 IN. IN
 KY3097'GROUND, IN CENTER OF TOP OF WHICH IS CEMENTED A STANDARD DISK
 KY3097'MARKED---U S GEOLOGICAL SURVEY-PENNSYLVANIA---.
 KY3097
 KY3097                          STATION RECOVERY (1952)
 KY3097
 KY3097'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 KY3097'MARKED---U S GEOLOGICAL SURVEY-PENNSYLVANIA---.  REPORTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2898 ***********************************************************************
 KW2898  DESIGNATION -  HICKORY
 KW2898  PID         -  KW2898
 KW2898  STATE/COUNTY-  PA/CENTRE
 KW2898  USGS QUAD   -  MADISONBURG (1983)
 KW2898
 KW2898                         *CURRENT SURVEY CONTROL
 KW2898  ___________________________________________________________________
 KW2898* NAD 83(1992)-  40 59 28.89279(N)    077 36 13.60468(W)     ADJUSTED  
 KW2898* NAVD 88     -       388.7    (meters)    1275.     (feet)  VERTCON   
 KW2898  ___________________________________________________________________
 KW2898  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 KW2898  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KW2898
 KW2898  HORZ ORDER  -  SECOND
 KW2898
 KW2898.The horizontal coordinates were established by classical geodetic methods
 KW2898.and adjusted by the National Geodetic Survey in June 2002..
 KW2898
 KW2898.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2898
 KW2898.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2898
 KW2898.The geoid height was determined by GEOID03.
 KW2898
 KW2898;                    North         East     Units Scale Factor Converg.
 KW2898;SPC PA N     -    91,595.554   612,303.732   MT  0.99998432   +0 05 48.2
 KW2898;SPC PA N     -   300,509.75  2,008,866.49   sFT  0.99998432   +0 05 48.2
 KW2898;UTM  18      - 4,541,063.464   280,978.939   MT  1.00019045   -1 42 31.0
 KW2898
 KW2898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2898!SPC PA N     -   0.99994425  x   0.99998432  =   0.99992857
 KW2898!UTM  18      -   0.99994425  x   1.00019045  =   1.00013469
 KW2898
 KW2898|---------------------------------------------------------------------|
 KW2898| PID    Reference Object                     Distance      Geod. Az  |
 KW2898|                                                           dddmmss.s |
 KW2898| CJ9970 HICKORY RM 1                         18.132 METERS 16426     |
 KW2898| KW2913 AIRWAY BCN 53 NITTANY MOUNTAIN      APPROX. 8.9 KM 1944118.7 |
 KW2898| CJ9971 HICKORY RM 2                         20.580 METERS 24219     |
 KW2898|---------------------------------------------------------------------|
 KW2898
 KW2898                          SUPERSEDED SURVEY CONTROL
 KW2898
 KW2898  NAD 83(1986)-  40 59 28.89186(N)    077 36 13.60523(W) AD(       ) 2
 KW2898  NAD 27      -  40 59 28.66270(N)    077 36 14.60420(W) AD(       ) 2
 KW2898  NGVD 29 (07/19/86)  388.9    (m)         1276.     (f) VERT ANG       
 KW2898
 KW2898.Superseded values are not recommended for survey control.
 KW2898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2898.See file dsdata.txt to determine how the superseded data were derived.
 KW2898
 KW2898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL8097941063(NAD 83)
 KW2898_MARKER: DS = TRIANGULATION STATION DISK
 KW2898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2898
 KW2898  HISTORY     - Date     Condition        Report By
 KW2898  HISTORY     - 1959     MONUMENTED       CGS
 KW2898
 KW2898                          STATION DESCRIPTION
 KW2898
 KW2898'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 KW2898'THE STATION IS LOCATED ON THE HIGHEST POINT OF A HILL LOCALLY KNOWN
 KW2898'AS HICKORY KNOB, ON SAND RIDGE, ON PROPERTY OWNED BY THE LEE
 KW2898'HEIRS, PERMISSION TO ESTABLISH THE STATION THE PROPERTY WAS GRANTED
 KW2898'BY MRS. W. PAUL LEE, 1261 CLINTON PLACE, ELIZABETH 3, N.J.
 KW2898'THE STATION IS ABOUT 3.0 MILES SOUTHEAST OF HOWARD, ABOUT 3.0 MILES
 KW2898'SOUTHWEST OF NITTANY AND ABOUT 1-1/2 MILES EAST OF
 KW2898'JACKSONVILLE.
 KW2898'
 KW2898'TO REACH THE STATION FROM THE JUNCTION OF U.S. 220 AND STATE HIGHWAY
 KW2898'445 AT THE TRAFFIC LIGHT IN HOWARD.  TURN RIGHT AND GO EAST
 KW2898'ON STATE HIGHWAY 445 FOR 0.93 MILE TO A REVERSE Y-INTERSECTION.  TAKE
 KW2898'THE RIGHT HAND FORK AND GO SOUTHWEST AND SOUTHEAST ON
 KW2898'STATE HIGHWAY 445 FOR 1.04 MILES TO A FORK.  TAKE THE RIGHT HAND FORK
 KW2898'AND GO SOUTH ON STATE HIGHWAY 445 FOR 0.56 MILE TO A FORK.
 KW2898'TAKE THE LEFT HAND FORK AND GO SOUTHEAST AS PER SIGN
 KW2898'JACKSONVILLE 1 - HUBLERSBURG 3 ON STATE HIGHWAY 445 FOR 0.21 MILE TO
 KW2898'A CROSSROAD AND JUNCTION OF COUNTY HIGHWAY 14028.
 KW2898'TURN LEFT AND GO NORTHEAST ON COUNTY HIGHWAY 14028 FOR 0.55 MILE TO A
 KW2898'GRAVELED CROSSROAD.  TURN RIGHT AND GO SOUTH-SOUTHEAST ON A
 KW2898'GRAVELED ROAD FOR 1.54 MILES TO A WOODS ROAD ON THE LEFT, NORTH, SIDE
 KW2898'OF THE GRAVELED ROAD.  TURN SHARP LEFT AND GO NORTHWEST ON
 KW2898'THE WOODS ROAD FOR 0.07 MILE TO A FORK AND A 8-INCH
 KW2898'TRIANGULAR BLAZED OAK TREE ON THE LEFT.  TAKE THE RIGHT HAND FORK AND
 KW2898'GO NORTH-NORTHEAST FOR 0.22 MILE TO THE HIGHEST POINT OF THE HILL,
 KW2898'A STANDARD METAL WITNESS POST, A 4-INCH TRIANGULAR BLAZED HICKORY
 KW2898'TREE AND THE STATION.
 KW2898'
 KW2898'THE STATION MARK, A STANDARD DISK STAMPED HICKORY 1959, IS SET IN THE
 KW2898'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 KW2898'ABOVE THE GROUND.  IT IS 19.4 FEET NORTH OF A 4-INCH TRIANGULAR
 KW2898'BLAZED HICKORY TREE AND 73 FEET SOUTH OF A STANDARD METAL
 KW2898'WITNESS POST AND MARKER.
 KW2898'
 KW2898'REFERENCE MARK 1, A STANDARD DISK STAMPED HICKORY NO 1 1959, IS SET
 KW2898'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 KW2898'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 41.8 FEET SOUTH OF A
 KW2898'4-INCH TRIANGULAR BLAZED HICKORY TREE AND ABOUT 3 FEET
 KW2898'LOWER THAN THE STATION.
 KW2898'
 KW2898'REFERENCE MARK 2, A STANDARD DISK STAMPED HICKORY NO 2 1959, IS SET
 KW2898'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH
 KW2898'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 70.6 FEET
 KW2898'WEST OF A STANDARD METAL WITNESS POST AND IS ABOUT 2
 KW2898'FEET LOWER THAN THE STATION.
 KW2898'
 KW2898'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 KW2898'
 KW2898'NOTE- A 4-WHEEL DRIVE VEHICLE IS REQUIRED TO DRIVE THE LAST 0.29 MILE
 KW2898'TO THE STATION.
 KW2898'
 KW2898'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2742 ***********************************************************************
 LY2742  DESIGNATION -  HICKORY
 LY2742  PID         -  LY2742
 LY2742  STATE/COUNTY-  PA/CARBON
 LY2742  USGS QUAD   -  HICKORY RUN (1997)
 LY2742
 LY2742                         *CURRENT SURVEY CONTROL
 LY2742  ___________________________________________________________________
 LY2742* NAD 83(1992)-  41 03 44.69907(N)    075 40 53.27803(W)     ADJUSTED  
 LY2742* NAVD 88     -       556.2    (meters)    1825.     (feet)  VERTCON   
 LY2742  ___________________________________________________________________
 LY2742  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 LY2742  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LY2742
 LY2742  HORZ ORDER  -  SECOND
 LY2742
 LY2742.The horizontal coordinates were established by classical geodetic methods
 LY2742.and adjusted by the National Geodetic Survey in June 2002..
 LY2742
 LY2742.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2742
 LY2742.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2742
 LY2742.The geoid height was determined by GEOID03.
 LY2742
 LY2742;                    North         East     Units Scale Factor Converg.
 LY2742;SPC PA N     -   101,552.418   773,851.484   MT  0.99997593   +1 22 06.3
 LY2742;SPC PA N     -   333,176.56  2,538,877.74   sFT  0.99997593   +1 22 06.3
 LY2742;UTM  18      - 4,545,909.594   442,741.568   MT  0.99964035   -0 26 51.6
 LY2742
 LY2742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2742!SPC PA N     -   0.99991785  x   0.99997593  =   0.99989379
 LY2742!UTM  18      -   0.99991785  x   0.99964035  =   0.99955823
 LY2742
 LY2742:                Primary Azimuth Mark                     Grid Az
 LY2742:SPC PA N     -  DRY LAND LOOKOUT TOWER                   011 33 31.2
 LY2742:UTM  18      -  DRY LAND LOOKOUT TOWER                   013 22 29.1
 LY2742
 LY2742|---------------------------------------------------------------------|
 LY2742| PID    Reference Object                     Distance      Geod. Az  |
 LY2742|                                                           dddmmss.s |
 LY2742| LY2744 DRY LAND LOOKOUT TOWER              APPROX.10.1 KM 0125537.5 |
 LY2742| CB3549 HICKORY RM 2                         19.698 METERS 08013     |
 LY2742| LY2743 POCONO MAINT BARRACKS RAD TWR       APPROX. 2.3 KM 2984628.1 |
 LY2742| CB3548 HICKORY RM 1                         19.580 METERS 35322     |
 LY2742|---------------------------------------------------------------------|
 LY2742
 LY2742                          SUPERSEDED SURVEY CONTROL
 LY2742
 LY2742  NAD 83(1996)-  41 03 44.69908(N)    075 40 53.27994(W) AD(       ) 2
 LY2742  NAD 83(1986)-  41 03 44.69930(N)    075 40 53.27966(W) AD(       ) 2
 LY2742  NAD 27      -  41 03 44.39100(N)    075 40 54.59500(W) AD(       ) 2
 LY2742  NGVD 29 (07/19/86)  556.4    (m)         1825.     (f) VERT ANG       
 LY2742
 LY2742.Superseded values are not recommended for survey control.
 LY2742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2742.See file dsdata.txt to determine how the superseded data were derived.
 LY2742
 LY2742_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL4274245910(NAD 83)
 LY2742_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2742
 LY2742  HISTORY     - Date     Condition        Report By
 LY2742  HISTORY     - 1958     MONUMENTED       CGS
 LY2742  HISTORY     - 20060831 GOOD             INDIV
 LY2742
 LY2742                          STATION DESCRIPTION
 LY2742
 LY2742'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JMR)
 LY2742'THE STATION IS LOCATED ABOUT 5-1/2 MILES EAST OF WHITE HAVEN, ABOUT 5
 LY2742'MILES SOUTHWEST OF BLAKESLEE CORNERS AND ABOUT 1-1/2 MILES SOUTH
 LY2742'OF STATE HIGHWAY 940 AND IS ON THE HIGHEST POINT OF A TIMBER COVERED
 LY2742'HILL.  IT IS AT THE NORTHERN EDGE OF THE HICKORY RUN STATE PARK AND
 LY2742'IS ON STATE PARK PROPERTY.  IT IS 14 FEET NORTH OF AN 18-INCH BIRCH
 LY2742'TREE AND 4 FEET NORTH OF A STANDARD METAL WITNESS POST.
 LY2742'
 LY2742'TO REACH THE STATION FROM THE EAST END OF THE BRIDGE ACROSS THE
 LY2742'LEHIGH RIVER ON STATE HIGHWAY 940 IN WHITE HAVEN, GO EAST ON
 LY2742'STATE HIGHWAY 940 FOR 0.05 MILE TO THE JUNCTION OF ROUTE 13018 AND
 LY2742'STATE HIGHWAY 940.  TURN RIGHT ON ROUTE 13018 AND GO SOUTH AS PER
 LY2742'SIGN HICKORY RUN PARK 5 FOR 1.86 MILES TO A T-ROAD INTERSECTION ON
 LY2742'THE LEFT.  CONTINUE SOUTHEAST ON ROUTE 13018 FOR 3.43 MILES TO THE
 LY2742'HICKORY RUN STATE PARK OFFICE ON THE RIGHT.  CONTINUE STRAIGHT AHEAD,
 LY2742'EAST, ON THE MACADAM ROAD FOR 0.58 MILE TO A GRAVELED ROAD ON THE
 LY2742'LEFT.  TURN LEFT AND GO NORTH ON THE GRAVELED ROAD AS PER SIGN
 LY2742'BOULDER FIELD FOR 0.42 MILE TO A Y-FORK.  TAKE THE LEFT FORK, THE
 LY2742'MAIN TRAVELED ROAD, AND GO 2.13 MILES TO THE PENNSYLVANIA
 LY2742'TURN PIKE UNDERPASS, CONTINUE STRAIGHT AHEAD ON THE MAIN TRAVELED
 LY2742'ROAD FOR 0.6 MILE TO A CROSSROAD AND SIGN FOURTH
 LY2742'RUN SHELTER.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD AS PER SIGN
 LY2742'FOURTH RUN SHELTER FOR 0.46 MILE TO THE SHELTER ON THE RIGHT,
 LY2742'CONTINUE STRAIGHT AHEAD ON THE MAIN TRAVELED ROAD FOR 0.93 MILE TO A
 LY2742'TRIANGULAR BLAZED TREE AND A DIM TRACK ROAD ON THE RIGHT.  TURN
 LY2742'RIGHT AND FOLLOW THE TRACK ROAD THROUGH THE WOODS FOR 0.37 MILE TO
 LY2742'THE TOP OF THE HILL AND THE STATION.  A 4-WHEEL DRIVE VEHICLE IS
 LY2742'REQUIRED TO DRIVE THE LAST 0.37 MILE TO THE STATION.
 LY2742'
 LY2742'THE STATION MARK, A STANDARD DISK STAMPED HICKORY 1958, IS SET IN THE
 LY2742'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES ABOVE THE
 LY2742'SURFACE OF THE GROUND.
 LY2742'
 LY2742'REFERENCE MARK 1, A STANDARD DISK STAMPED HICKORY NO 1 1958, IS SET
 LY2742'IN A DRILL HOLE IN TOP OF A BOULDER PROJECTING ABOUT 3 INCHES ABOVE
 LY2742'THE SURFACE OF THE GROUND.
 LY2742'
 LY2742'REFERENCE MARK 2, A STANDARD DISK STAMPED HICKORY NO 2 1958, IS SET
 LY2742'IN A DRILL HOLE IN TOP OF A BOULDER PROJECTING ABOUT 6 INCHES ABOVE
 LY2742'THE SURFACE OF THE GROUND.
 LY2742'
 LY2742'THE MICRO WAVE TOWER MAY BE USED AS AN AZIMUTH MARK WITH SOME
 LY2742'CLEARING OF SMALL TREES.
 LY2742'
 LY2742'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 LY2742
 LY2742                          STATION RECOVERY (2006)
 LY2742
 LY2742'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JKM)
 LY2742'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 LY2742'CONDITION.  THE 18-INCH BIRCH TREE AND STANDARD METAL WITNESS POST
 LY2742'WERE NOT FOUND.  THERE IS A ONE-FOOT HIGH METAL STAKE APPROXIMATELY
 LY2742'ONE FOOT NORTHWEST OF THE STATION.
 LY2742' 
 LY2742'THE BLAZED TREE AND DIM TRACK ROAD NO LONGER EXIST.  IT IS NECESSARY
 LY2742'TO HIKE THE FINAL 0.37 MILES TO THE STATION.
 LY2742' 
 LY2742'AUTONOMOUS (NON-CORRECTED) HANDHELD GPS COORDINATES FOR RM 1 ARE 41 03
 LY2742'45.4(N) 075 40 53.3(W).  AUTONOMOUS (NON-CORRECTED) HANDHELD GPS
 LY2742'COORDINATES FOR RM 2 ARE 41 03 44.9(N) 075 40 52.6(W).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2220 ***********************************************************************
 KX2220  DESIGNATION -  HICKS
 KX2220  PID         -  KX2220
 KX2220  STATE/COUNTY-  PA/BLAIR
 KX2220  USGS QUAD   -  WILLIAMSBURG (1984)
 KX2220
 KX2220                         *CURRENT SURVEY CONTROL
 KX2220  ___________________________________________________________________
 KX2220* NAD 83(1992)-  40 25 19.18053(N)    078 10 04.54326(W)     ADJUSTED  
 KX2220* NAVD 88     -       640.6    (meters)    2102.     (feet)  VERTCON   
 KX2220  ___________________________________________________________________
 KX2220  LAPLACE CORR-          -4.88  (seconds)                    DEFLEC99
 KX2220  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 KX2220
 KX2220  HORZ ORDER  -  FIRST
 KX2220
 KX2220.The horizontal coordinates were established by classical geodetic methods
 KX2220.and adjusted by the National Geodetic Survey in June 2002..
 KX2220
 KX2220.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2220
 KX2220.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2220
 KX2220.The geoid height was determined by GEOID03.
 KX2220
 KX2220;                    North         East     Units Scale Factor Converg.
 KX2220;SPC PA S     -   120,963.377   564,533.684   MT  0.99995962   -0 16 16.1
 KX2220;SPC PA S     -   396,860.68  1,852,140.93   sFT  0.99995962   -0 16 16.1
 KX2220;UTM  17      - 4,478,448.210   740,265.813   MT  1.00031065   +1 50 14.0
 KX2220
 KX2220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2220!SPC PA S     -   0.99990475  x   0.99995962  =   0.99986437
 KX2220!UTM  17      -   0.99990475  x   1.00031065  =   1.00021537
 KX2220
 KX2220|---------------------------------------------------------------------|
 KX2220| PID    Reference Object                     Distance      Geod. Az  |
 KX2220|                                                           dddmmss.s |
 KX2220| CJ9976 HICKS RM 1                            5.408 METERS 02107     |
 KX2220| CJ9975 HICKS AZ MK                                        1245130.5 |
 KX2220| CJ9977 HICKS RM 2                            3.278 METERS 33119     |
 KX2220|---------------------------------------------------------------------|
 KX2220
 KX2220                          SUPERSEDED SURVEY CONTROL
 KX2220
 KX2220  NAD 83(1986)-  40 25 19.18523(N)    078 10 04.55311(W) AD(       ) 1
 KX2220  NAD 27      -  40 25 18.91801(N)    078 10 05.52405(W) AD(       ) 1
 KX2220  NGVD 29 (07/19/86)  640.8    (m)         2102.     (f) VERT ANG       
 KX2220
 KX2220.Superseded values are not recommended for survey control.
 KX2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2220.See file dsdata.txt to determine how the superseded data were derived.
 KX2220
 KX2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE4026678448(NAD 83)
 KX2220_MARKER: DD = SURVEY DISK
 KX2220_SETTING: 66 = SET IN ROCK OUTCROP
 KX2220
 KX2220  HISTORY     - Date     Condition        Report By
 KX2220  HISTORY     - 1941     MONUMENTED       USGS
 KX2220  HISTORY     - 1967     GOOD             CGS
 KX2220  HISTORY     - 1975     GOOD             PADT
 KX2220
 KX2220                          STATION DESCRIPTION
 KX2220
 KX2220'DESCRIBED BY US GEOLOGICAL SURVEY 1941 (GWL)
 KX2220'STATION IS LOCATED ABOUT 3-1/2 MILES SE OF WILLIAMSBURG ON ONE OF THE
 KX2220'SUMMITS OF A LONG TIMBERED RIDGE.  IT IS ABOUT 50 PACES NNE OF AN
 KX2220'OLD CONCRETE AIRWAY MARKER ARROW.  MARK IS A STANDARD U.S. GEOLOGICAL
 KX2220'SURVEY DISK, NOT STAMPED, SET IN A DRILL HOLE FLUSH WITH THE
 KX2220'SURFACE OF A LARGE IRREGULAR BOULDER OUTCROP.
 KX2220'
 KX2220'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK, STAMPED HICKS NO 1
 KX2220'1941, SET IN A DRILL HOLE IN A BOULDER.
 KX2220'
 KX2220'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK, STAMPED HICKS NO 2
 KX2220'1941, SET IN A DRILL HOLE IN A BOULDER.
 KX2220'
 KX2220'THE AZIMUTH MARK, A STANDARD BRONZE DISK SET IN THE TOP OF A CONCRETE
 KX2220'MONUMENT, IS IN THE VALLEY ON LAND OWNED AND OCCUPIED BY MRS.
 KX2220'PARKER.  IT IS ABOUT 20 FEET S OF THE CENTER OF A DIRT ROAD, ABOUT 1
 KX2220'FOOT E OF A N-S FENCE AND ABOUT 6 FEET S OF A TELEPHONE POLE IN A
 KX2220'FENCE CORNER.  IT IS STAMPED HICKS 1941 AND PROJECTS ABOUT 8 INCHES.
 KX2220'
 KX2220'A DIRECTION WAS TAKEN TO THE APEX OF THE CONICAL ROOF OF THE
 KX2220'CYLINDRICAL RED BRICK SILO THAT IS NEAR THE NW CORNER OF THE LARGE
 KX2220'YELLOW BARN ON MRS. PARKERS LAND.  IT IS VISIBLE FROM THE GROUND AND
 KX2220'CAN BE USED AS AN ADDITIONAL AZIMUTH MARK.
 KX2220'
 KX2220'TO REACH THE AZIMUTH MARK FROM CLOVER CREEK BRIDGE, CONTINUE ON OIL
 KX2220'TOP ROAD LEFT FOR 1.4 MILES TO A T-ROAD, RIGHT.  GO RIGHT FOR 0.8
 KX2220'MILE TO T-ROAD LEFT.  GO LEFT AND GO 1.8 MILES TO T-ROAD RIGHT.  GO
 KX2220'RIGHT FOR 6.2 MILES TO END OF ROAD AND CROSS ROAD WITH SIGNS
 KX2220'HUNTINGDON AND MCCONNELLSTOWN.  GO RIGHT 3.0 MILES TO T-ROAD AT
 KX2220'BRIDGE.  GO RIGHT 4.2 MILES TO GRAVEL ROAD RIGHT.  GO RIGHT 0.6 MILE
 KX2220'TO CROSSROADS AND CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO AZIMUTH
 KX2220'MARK ON LEFT.
 KX2220'
 KX2220'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN WILLIAMSBURG, GO S ON
 KX2220'THE MARKLESBURG ROAD FOR 2.0 MILES TO CLOVER CREEK BRIDGE.  CROSS
 KX2220'BRIDGE AND KEEP STRAIGHT AHEAD UP STEEP GRADED DIRT ROAD FOR 1.0 MILE
 KX2220'TO A FORKS.  TAKE LEFT FORK UP WOODS ROAD FOR 1.3 MILES TO OLD
 KX2220'CONCRETE FOUNDATIONS.  A TEN-MINUTE PACK CLIMB UP STEEP ROCKY TRAIL
 KX2220'WILL REACH AIRWAY MARKER ARROW AND STATION.
 KX2220'
 KX2220'WITH A MODERATE AMOUNT OF CLEARING OF BRUSH AND SMALL TREES, WILL SEE
 KX2220'IN ALL DIRECTIONS FROM THE GROUND.
 KX2220
 KX2220                          STATION RECOVERY (1967)
 KX2220
 KX2220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2220'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH MARK
 KX2220'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  DUE TO CHANGES OF
 KX2220'THE LAND OWNERS AND IN THE ROADS AN ADDITIONAL DESCRIPTION FOLLOWS.
 KX2220'A DIFFERENCE IN DIRECTION TO THE REFERENCE MARKS AND THE AZIMUTH
 KX2220'MARK WAS NOTED.
 KX2220'
 KX2220'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF WILLIAMSBURG
 KX2220'AND ABOUT 50 PACES NORTH-NORTHEAST OF AN OLD CONCRETE AIRWAYS MARKER
 KX2220'ARROW.  THE STATION IS LOCATED ON PROPERTY OWNED BY MR. KENNITH
 KX2220'GARNER AND MR. R.G. VARNER.
 KX2220'
 KX2220'TO REACH THE STATION FROM THE INTERSECTION OF SECOND STREET AND HIGH
 KX2220'STREET IN WILLIAMSBURG, GO EAST ON SECOND STREET AND A HARD
 KX2220'SURFACED ROAD FOR 2.0 MILES TO A BRIDGE OVER CLOVER CREEK, CROSS THE
 KX2220'BRIDGE AND GO SOUTHEAST UP HILL FOR 1.0 MILE TO A SIDE ROAD LEFT IN
 KX2220'A CURVE, TURN LEFT AND GO EASTERLY ON A GRAVELED ROAD FOR 0.35 MILE
 KX2220'TO A FORK, KEEP THE RIGHT FORK UP HILL FOR 0.55 MILE TO A FORK,
 KX2220'KEEP THE RIGHT FORK AND CONTINUE UP HILL FOR 0.5 MILE TO A CONCRETE
 KX2220'FOUNDATION ON THE LEFT AND END OF TRUCK TRAVEL.  PACK EAST UP
 KX2220'HILL TO TOP OF RIDGE AND A CONCRETE AIRWAYS MARKER ARROW THEN LEFT
 KX2220'FOR ABOUT 40 YARDS TO A PROMINENT OUTCROP AND THE STATION.
 KX2220'
 KX2220'THE STATION IS A U.S. GEOLOGICAL SURVEY MARK CEMENTED IN A DRILL HOLE
 KX2220'IN OUTCROPPING BEDROCK WHICH PROJECTS 3 FEET.  THE DISK IS NOT
 KX2220'STAMPED.
 KX2220'
 KX2220'REFERENCE MARK NO. 1 IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 KX2220'BEDROCK WHICH PROJECTS 8 INCHES.  IT IS A STANDARD DISK STAMPED
 KX2220'HICKS NO 1 1941.
 KX2220'
 KX2220'REFERENCE MARK NO. 2 IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 KX2220'BEDROCK WHICH PROJECTS 12 INCHES.  IT IS A STANDARD DISK STAMPED
 KX2220'HICKS NO 2 1941.
 KX2220'
 KX2220'THE AZIMUTH MARK IS 20 FEET SOUTH OF A FARM ROAD, 16 FEET SOUTHEAST
 KX2220'OF A 18 INCH WALNUT TREE, 11 FEET SOUTH OF A WHITE BOARD GATE.  IT
 KX2220'IS A STANDARD DISK SET IN THE TOP OF A CONCRETE MONUMENT PROJECTING
 KX2220'10 INCHES AND IS STAMPED HICKS 1941.
 KX2220'
 KX2220'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN MCCONNELLSBURG, GO
 KX2220'SOUTHWEST ON STATE HIGHWAY 26 FOR 2.8 MILES TO A CROSS ROAD,
 KX2220'CONTINUE SOUTHWEST ON STATE HIGHWAY 26 FOR 1.7 MILES TO A SIDE ROAD
 KX2220'RIGHT, TURN RIGHT AND GO WEST FOR 0.6 MILE TO A CROSS ROAD,
 KX2220'CONTINUE WEST FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.  THE MARK
 KX2220'IS ON THE PROPERTY OF MR.  DAN RAMBLER.
 KX2220
 KX2220                          STATION RECOVERY (1975)
 KX2220
 KX2220'RECOVERY NOTE BY PA DEPT OF TRANSP 1975 (DBH)
 KX2220'U.S.G.S. HICKS (1941) RECOVERED GOOD.  FOUND AS DESCRIBED.
 KX2220'
 KX2220'DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES S.E. OF
 KX2220'WILLIAMSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6161 ***********************************************************************
 KV6161  DESIGNATION -  HIESTAND
 KV6161  PID         -  KV6161
 KV6161  STATE/COUNTY-  PA/CHESTER
 KV6161  USGS QUAD   -  PHOENIXVILLE (1983)
 KV6161
 KV6161                         *CURRENT SURVEY CONTROL
 KV6161  ___________________________________________________________________
 KV6161* NAD 83(1992)-  40 09 55.85526(N)    075 36 14.67708(W)     ADJUSTED  
 KV6161* NAVD 88     -       105.8    (meters)     347.     (feet)  VERTCON   
 KV6161  ___________________________________________________________________
 KV6161  X           -   1,213,501.254 (meters)                     COMP
 KV6161  Y           -  -4,727,671.898 (meters)                     COMP
 KV6161  Z           -   4,092,093.337 (meters)                     COMP
 KV6161  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 KV6161  ELLIP HEIGHT-          71.83  (meters)          (06/21/02) GPS OBS
 KV6161  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 KV6161
 KV6161  HORZ ORDER  -  SECOND
 KV6161  ELLP ORDER  -  FOURTH    CLASS I
 KV6161
 KV6161.The horizontal coordinates were established by GPS observations
 KV6161.and adjusted by the National Geodetic Survey in June 2002..
 KV6161
 KV6161.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6161
 KV6161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6161
 KV6161.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6161
 KV6161.The ellipsoidal height was determined by GPS observations
 KV6161.and is referenced to NAD 83.
 KV6161
 KV6161.The geoid height was determined by GEOID03.
 KV6161
 KV6161;                    North         East     Units Scale Factor Converg.
 KV6161;SPC PA S     -    94,621.822   782,782.295   MT  0.99997182   +1 23 32.1
 KV6161;SPC PA S     -   310,438.43  2,568,178.25   sFT  0.99997182   +1 23 32.1
 KV6161;UTM  18      - 4,446,302.971   448,560.723   MT  0.99963257   -0 23 22.7
 KV6161
 KV6161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6161!SPC PA S     -   0.99998873  x   0.99997182  =   0.99996055
 KV6161!UTM  18      -   0.99998873  x   0.99963257  =   0.99962131
 KV6161
 KV6161:                Primary Azimuth Mark                     Grid Az
 KV6161:SPC PA S     -  KIMBERTON ROBERTS MEAT TANK              142 52 19.1
 KV6161:UTM  18      -  KIMBERTON ROBERTS MEAT TANK              144 39 13.9
 KV6161
 KV6161|---------------------------------------------------------------------|
 KV6161| PID    Reference Object                     Distance      Geod. Az  |
 KV6161|                                                           dddmmss.s |
 KV6161| CS3719 KIMBERTON ROBERTS MEAT TANK                        1441551.2 |
 KV6161| CS3718 KIMBERTON MOMSEY PRODUCTS TANK                     1505712.2 |
 KV6161| KV6198 SIDLEY HILL MICRO TOWER             APPROX.10.9 KM 1650229.2 |
 KV6161| KV6166 LAURA LEE COMMUNICATIONS TOWER      APPROX.11.9 KM 1772935.7 |
 KV6161| CS3712 HIESTAND RM 1                        33.863 METERS 18714     |
 KV6161| CS3713 HIESTAND RM 2                        44.464 METERS 23252     |
 KV6161| CS3714 HIESTAND RM 3                                      35848     |
 KV6161|---------------------------------------------------------------------|
 KV6161
 KV6161                          SUPERSEDED SURVEY CONTROL
 KV6161
 KV6161  NAD 83(1996)-  40 09 55.85374(N)    075 36 14.67680(W) AD(       ) 2
 KV6161  NAD 83(1991)-  40 09 55.85153(N)    075 36 14.67963(W) AD(       ) 2
 KV6161  ELLIP H (01/27/92)   72.01   (m)                       GP(       ) 4 1
 KV6161  NAD 83(1986)-  40 09 55.85253(N)    075 36 14.67881(W) AD(       ) 2
 KV6161  NGVD 29 (03/28/90)  106.1    (m)          348.     (f) GPS OBS        
 KV6161
 KV6161.Superseded values are not recommended for survey control.
 KV6161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6161.See file dsdata.txt to determine how the superseded data were derived.
 KV6161
 KV6161_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK4856146303(NAD 83)
 KV6161_MARKER: DH = HORIZONTAL CONTROL DISK
 KV6161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6161_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KV6161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6161+STABILITY: SURFACE MOTION
 KV6161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6161+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2003
 KV6161
 KV6161  HISTORY     - Date     Condition        Report By
 KV6161  HISTORY     - 1985     MONUMENTED       PADT
 KV6161  HISTORY     - 19870316 GOOD             GEOHYD
 KV6161  HISTORY     - 20011203 MARK NOT FOUND   NGS
 KV6161  HISTORY     - 20030410 GOOD             NGS
 KV6161
 KV6161                          STATION DESCRIPTION
 KV6161
 KV6161'DESCRIBED BY PA DEPT OF TRANSP 1985 (RBG)
 KV6161'THE STATION IS LOCATED ABOUT 7.0 KM (4.3 MI)
 KV6161'NORTHWEST OF PHOENIXVILLE,
 KV6161'9.0 KM (5.6 MI) SOUTH-SOUTHEAST OF POTTSTOWN, AND
 KV6161'5.0 KM (3.1 MI) WEST-SOUTHWEST OF ROYERSFORD, IN HIESTAND, IN EAST
 KV6161'VINCENT TOWNSHIP, CHESTER COUNTY, ON PROPERTY OF THE VINCENT SCHOOL.
 KV6161'OWNERSHIP--OWEN J. ROBERTS SCHOOL DISTRICT, RD 1 POTTSTOWN, PA.
 KV6161'19464, PHONE 215-469-6261, CONTACT DENNIS BOLTON.
 KV6161'
 KV6161'TO REACH THE STATION FROM THE POST OFFICE IN SPRING CITY PA., GO
 KV6161'NORTHEAST FOR 0.08 KM (0.05 MI) ON NEW STREET TO NORTH MAIN STREET,
 KV6161'TURN LEFT AND GO NORTH FOR 0.2 KM (0.15 MI) ON NORTH MAIN STREET TO
 KV6161'BRIDGE STREET,
 KV6161'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.08 KM (0.05 MI) ON
 KV6161'BRIDGE STREET TO A BEND IN THE ROAD,
 KV6161'TURN LEFT AND GO WEST FOR 1.6 KM (1.0 MI) ON BRIDGE STREET TO STATE
 KV6161'HIGHWAY 724,
 KV6161'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 1.5 KM (0.95 MI) ON BRIDGE
 KV6161'STREET TO A BEND IN THE ROAD AT THE INTERSECTION WITH RITENOUR ROAD,
 KV6161'TURN LEFT AND GO SOUTHWEST FOR 2.1 KM (1.3 MI) ON BRIDGE STREET TO
 KV6161'STATE HIGHWAY 23 (RIDGE ROAD),
 KV6161'TURN RIGHT AND GO NORTHWEST FOR 0.3 KM (0.2 MI) ON HIGHWAY 23 TO
 KV6161'THE WEST ENTRANCE ROAD TO THE VINCENT SCHOOL,
 KV6161'TURN LEFT AND GO SOUTHWEST FOR 0.1 KM (0.05 MI) ON THE ENTRANCE
 KV6161'ROAD TO A TRAFFIC CIRCLE, PARK VEHICLE AND PROCEED ON FOOT, IN A
 KV6161'SOUTHEAST DIRECTION APPROXIMATELY 150 METERS (500 FT) TO THE
 KV6161'STATION IN THE PLAYGROUND BEHIND THE SCHOOL NEAR A ROW OF PINE
 KV6161'TREES.
 KV6161'
 KV6161'THE STATION IS A STANDARD PADT DISK
 KV6161'STAMPED---HIESTAND 1985---,
 KV6161'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6161'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6161'44.46 METERS (145.9 FT) NORTH-NORTHEAST FROM THE WESTERN END OF
 KV6161'PINE ROW,
 KV6161'33.86 METERS (111.1 FT) NORTH-NORTHWEST FROM THE EASTERN END OF
 KV6161'PINE ROW, AND
 KV6161'30.36 METERS (99.6 FT) SOUTHEAST FROM THE CENTER OF A BASEBALL
 KV6161'BACKSTOP.
 KV6161'THE UNDERGROUND MARK IS A STANDARD PADT DISK
 KV6161'STAMPED---HIESTAND 1985---,
 KV6161'SET INTO BEDROCK 0.76 METERS BELOW THE SURFACE.
 KV6161'
 KV6161'REFERENCE MARK NO. 1 IS A STANDARD PADT DISK
 KV6161'STAMPED---HIESTAND NO 1 1985---,
 KV6161'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6161'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6161'53.40 METERS (175.2 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THE
 KV6161'BACKSTOP, AND
 KV6161'2.13 METERS (7.0 FT) EAST FROM THE EASTERN END OF THE PINE ROW.
 KV6161'MARK IS LEVEL WITH THE STATION.
 KV6161'
 KV6161'REFERENCE MARK NO. 2 IS A STANDARD PADT DISK
 KV6161'STAMPED---HIESTAND NO 2 1985---,
 KV6161'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6161'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6161'42.85 METERS (140.6 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE
 KV6161'BACKSTOP, AND
 KV6161'2.13 METERS (7.0 FT) WEST FROM THE WESTERN END OF PINE ROW.
 KV6161'MARK IS LEVEL WITH THE STATION.
 KV6161'
 KV6161'REFERENCE MARK NO. 3 IS A STANDARD PADT DISK
 KV6161'STAMPED---HIESTAND NO 3 1985---,
 KV6161'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6161'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6161'25.15 METERS (82.5 FT) NORTHWEST FROM A POWER POLE 279,
 KV6161'20.60 METERS (67.6 FT) SOUTHEAST FROM A POWER POLE 278, AND
 KV6161'1.52 METERS (5.0 FT) NORTHEAST FROM THE NORTHERN EDGE OF HIGHWAY 23.
 KV6161'MARK IS 1.69 METERS ABOVE THE STATION.
 KV6161'
 KV6161'NOTE-LANDMARK STATIONS, PHOENIXVILLE, ARCO MICROWAVE TOWER PHELCO,
 KV6161'AND EXTON, ATT MICROWAVE TOWER PADT, ARE VISIBLE FROM THIS STATION
 KV6161'BUT DUE TO HAZY CONDITIONS HORIZONTAL DIRECTIONS CANNOT BE TURNED.
 KV6161'TO REACH REFERENCE MARK 3 (THE AZIMUTH MARK) FROM THE INTERSECTION
 KV6161'OF THE WESTERN ENTRANCE ROAD AND HIGHWAY 23, GO NORTHWEST 0.08 KM
 KV6161'(0.05 MI) ON HIGHWAY 23 TO A RED BRICK RANCH HOUSE AND THE MARK ON
 KV6161'THE RIGHT.
 KV6161'DESCRIBED BY R.B. GROSSER.
 KV6161
 KV6161                          STATION RECOVERY (1987)
 KV6161
 KV6161'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1987
 KV6161'RECOVERED IN GOOD CONDITION.
 KV6161
 KV6161                          STATION RECOVERY (2001)
 KV6161
 KV6161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV6161'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV6161
 KV6161                          STATION RECOVERY (2003)
 KV6161
 KV6161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (RJW)
 KV6161'RECOVERED AS DESCRIBED EXCEPT THE BASEBALL BACKSTOP HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2324 ***********************************************************************
 MA2324  DESIGNATION -  HIGH
 MA2324  PID         -  MA2324
 MA2324  STATE/COUNTY-  PA/MCKEAN
 MA2324  USGS QUAD   -  BRADFORD (1983)
 MA2324
 MA2324                         *CURRENT SURVEY CONTROL
 MA2324  ___________________________________________________________________
 MA2324* NAD 83(1992)-  41 54 17.84147(N)    078 38 39.46215(W)     ADJUSTED  
 MA2324* NAVD 88     -       465.5    (meters)    1527.     (feet)  VERTCON   
 MA2324  ___________________________________________________________________
 MA2324  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 MA2324  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 MA2324
 MA2324  HORZ ORDER  -  SECOND
 MA2324
 MA2324.The horizontal coordinates were established by classical geodetic methods
 MA2324.and adjusted by the National Geodetic Survey in June 2002..
 MA2324
 MA2324.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2324
 MA2324.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2324
 MA2324.The geoid height was determined by GEOID03.
 MA2324
 MA2324;                    North         East     Units Scale Factor Converg.
 MA2324;SPC PA N     -   193,431.391   525,798.659   MT  0.99999300   -0 35 29.8
 MA2324;SPC PA N     -   634,616.16  1,725,057.77   sFT  0.99999300   -0 35 29.8
 MA2324;UTM  17      - 4,641,907.233   695,389.963   MT  1.00006980   +1 34 25.9
 MA2324
 MA2324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2324!SPC PA N     -   0.99993203  x   0.99999300  =   0.99992503
 MA2324!UTM  17      -   0.99993203  x   1.00006980  =   1.00000182
 MA2324
 MA2324:                Primary Azimuth Mark                     Grid Az
 MA2324:SPC PA N     -  GASER                                    195 06 36.6
 MA2324:UTM  17      -  GASER                                    192 56 40.9
 MA2324
 MA2324|---------------------------------------------------------------------|
 MA2324| PID    Reference Object                     Distance      Geod. Az  |
 MA2324|                                                           dddmmss.s |
 MA2324| MA2317 GASER                               APPROX. 4.5 KM 1943106.8 |
 MA2324| CJ9979 HIGH RM 1                            33.260 METERS 19704     |
 MA2324| CK7468 HIGH RM 2                            13.737 METERS 28641     |
 MA2324| CJ9978 HIGH AZ MK                                         2954901.2 |
 MA2324| MA2323 BRADFORD RADIO STA WESB MAST        APPROX. 3.4 KM 3592322.9 |
 MA2324|---------------------------------------------------------------------|
 MA2324
 MA2324                          SUPERSEDED SURVEY CONTROL
 MA2324
 MA2324  NAD 83(1996)-  41 54 17.84156(N)    078 38 39.46208(W) AD(       ) 2
 MA2324  NAD 83(1986)-  41 54 17.84374(N)    078 38 39.46030(W) AD(       ) 2
 MA2324  NAD 27      -  41 54 17.61835(N)    078 38 40.36221(W) AD(       ) 2
 MA2324  NGVD 29 (07/19/86)  465.6    (m)         1528.     (f) VERT ANG       
 MA2324
 MA2324.Superseded values are not recommended for survey control.
 MA2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2324.See file dsdata.txt to determine how the superseded data were derived.
 MA2324
 MA2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG9539041907(NAD 83)
 MA2324_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2324
 MA2324  HISTORY     - Date     Condition        Report By
 MA2324  HISTORY     - 1967     MONUMENTED       CGS
 MA2324  HISTORY     - 20010509 MARK NOT FOUND   USPSQD
 MA2324
 MA2324                          STATION DESCRIPTION
 MA2324
 MA2324'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MA2324'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF BRADFORD, 0.3 MILE EAST
 MA2324'OF CUSTER CITY AND ON THE EAST SIDE OF HIGH STREET.  THE
 MA2324'PROPERTY IS OWNED BY MR. JAY SMITH.
 MA2324'
 MA2324'TO REACH THE STATION FROM THE POST OFFICE IN CUSTER CITY, GO NORTH ON
 MA2324'U.S. HIGHWAY 219 FOR 100 FEET TO A CROSSROAD, TURN RIGHT AND GO
 MA2324'EAST ON THE PAVED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT,
 MA2324'CONTINUE EAST ON THE PAVED ROAD FOR 0.1 MILE TO A T-ROAD, TURN RIGHT
 MA2324'AND GO SOUTH ON HIGH STREET FOR 0.05 MILE TO THE STATION ON THE LEFT.
 MA2324'
 MA2324'THE STATION MARK IS 81 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 MA2324'GREEN FRAME HOUSE, 32 FEET EAST OF THE APPROXIMATE CENTER OF HIGH
 MA2324'STREET, 31 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE
 MA2324'AND 14 FEET SOUTH OF POWERLINE POLE NO. 64.  THE MARK IS A
 MA2324'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH WITH
 MA2324'THE GROUND AND IS STAMPED HIGH 1967.
 MA2324'
 MA2324'REFERENCE MARK NO. 1 IS 77 FEET NORTH OF POWERLINE POLE NO. 65, 19
 MA2324'FEET SOUTH OF THE APPROXIMATE CENTER OF A DRIVEWAY AND 14 FEET
 MA2324'EAST OF THE APPROXIMATE CENTER OF HIGH STREET.  THE MARK IS A
 MA2324'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE HEADWALL OF A CONCRETE
 MA2324'CULVERT AND IS STAMPED HIGH NO 1 1967.
 MA2324'
 MA2324'REFERENCE MARK NO. 2 IS 25 FEET EAST OF THE NORTHEAST CORNER OF A
 MA2324'GARAGE, 24 FEET NORTHEAST OF POWERLINE POLE NO. 174 AND 14 FEET
 MA2324'WEST OF THE APPROXIMATE CENTER OF HIGH STREET.  THE MARK IS A
 MA2324'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF A
 MA2324'CONCRETE DRIVEWAY AND IS STAMPED HIGH NO 2 1967.
 MA2324'
 MA2324'THE AZIMUTH MARK IS 33 FEET NORTH OF TELEPHONE POLE NO. 175, 22 FEET
 MA2324'SOUTHWEST OF AN 18-INCH APPLE TREE AND 13 FEET NORTH OF THE
 MA2324'APPROXIMATE CENTER OF THE PAVED ROAD.  THE MARK IS A STANDARD DISK
 MA2324'CEMENTED IN A DRILL HOLE IN THE HEADWALL OF A CONCRETE
 MA2324'CULVERT AND IS STAMPED HIGH 1967.
 MA2324'
 MA2324'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
 MA2324
 MA2324                          STATION RECOVERY (2001)
 MA2324
 MA2324'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA2324'ROAD WIDENED, CEMENT POST NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5915 ***********************************************************************
 KV5915  DESIGNATION -  HIGH
 KV5915  PID         -  KV5915
 KV5915  STATE/COUNTY-  PA/MONTGOMERY
 KV5915  USGS QUAD   -  NORRISTOWN (1992)
 KV5915
 KV5915                         *CURRENT SURVEY CONTROL
 KV5915  ___________________________________________________________________
 KV5915* NAD 83(1992)-  40 05 59.69396(N)    075 20 34.32963(W)     ADJUSTED  
 KV5915* NAVD 88     -        81.3    (meters)     267.     (feet)  VERTCON   
 KV5915  ___________________________________________________________________
 KV5915  X           -   1,236,225.068 (meters)                     COMP
 KV5915  Y           -  -4,726,615.002 (meters)                     COMP
 KV5915  Z           -   4,086,508.709 (meters)                     COMP
 KV5915  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 KV5915  ELLIP HEIGHT-          47.77  (meters)          (06/21/02) GPS OBS
 KV5915  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 KV5915
 KV5915  HORZ ORDER  -  SECOND
 KV5915  ELLP ORDER  -  FOURTH    CLASS I
 KV5915
 KV5915.The horizontal coordinates were established by GPS observations
 KV5915.and adjusted by the National Geodetic Survey in June 2002..
 KV5915
 KV5915.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5915
 KV5915.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5915
 KV5915.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5915
 KV5915.The ellipsoidal height was determined by GPS observations
 KV5915.and is referenced to NAD 83.
 KV5915
 KV5915.The geoid height was determined by GEOID03.
 KV5915
 KV5915;                    North         East     Units Scale Factor Converg.
 KV5915;SPC PA S     -    87,914.162   805,224.360   MT  0.99997813   +1 33 42.2
 KV5915;SPC PA S     -   288,431.71  2,641,806.92   sFT  0.99997813   +1 33 42.2
 KV5915;UTM  18      - 4,438,903.225   470,775.447   MT  0.99961051   -0 13 15.1
 KV5915
 KV5915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5915!SPC PA S     -   0.99999251  x   0.99997813  =   0.99997064
 KV5915!UTM  18      -   0.99999251  x   0.99961051  =   0.99960302
 KV5915
 KV5915:                Primary Azimuth Mark                     Grid Az
 KV5915:SPC PA S     -  NSH BARN LARGE CUPOLA                    358 37 56.2
 KV5915:UTM  18      -  NSH BARN LARGE CUPOLA                    000 24 53.5
 KV5915
 KV5915|---------------------------------------------------------------------|
 KV5915| PID    Reference Object                     Distance      Geod. Az  |
 KV5915|                                                           dddmmss.s |
 KV5915| CS3500 NSH BARN LARGE CUPOLA                              0001138.4 |
 KV5915| CS3461 FIRST PRESBYTERIAN CH SPIRE                        0051236.3 |
 KV5915| CS3456 DAVID RITTENHOUSE HI SCH SPIRE                     0164358.5 |
 KV5915| CS3518 SANDY HILL ROAD WATER TANK                         0592531.0 |
 KV5915| CS3470 HIGH RM 1                            58.918 METERS 18921     |
 KV5915| KV6116 HIGH AZ MK                          APPROX. 1.4 KM 3010058.6 |
 KV5915| CS3471 HIGH RM 2                            51.440 METERS 31628     |
 KV5915| CS3503 NSH STANDPIPE VENTPIPE                             3463924.5 |
 KV5915|---------------------------------------------------------------------|
 KV5915
 KV5915                          SUPERSEDED SURVEY CONTROL
 KV5915
 KV5915  NAD 83(1996)-  40 05 59.69341(N)    075 20 34.32751(W) AD(       ) 2
 KV5915  NAD 83(1991)-  40 05 59.69106(N)    075 20 34.33030(W) AD(       ) 2
 KV5915  ELLIP H (01/27/92)   48.06   (m)                       GP(       ) 4 1
 KV5915  NAD 83(1986)-  40 05 59.68777(N)    075 20 34.33270(W) AD(       ) 2
 KV5915  NGVD 29 (07/14/89)   81.7    (m)          268.     (f) GPS OBS        
 KV5915
 KV5915.Superseded values are not recommended for survey control.
 KV5915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5915.See file dsdata.txt to determine how the superseded data were derived.
 KV5915
 KV5915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7077538903(NAD 83)
 KV5915_MARKER: DG = GRAVITY STATION DISK
 KV5915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV5915_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV5915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5915+STABILITY: SURFACE MOTION
 KV5915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5915+SATELLITE: SATELLITE OBSERVATIONS - 1984
 KV5915
 KV5915  HISTORY     - Date     Condition        Report By
 KV5915  HISTORY     - 1984     MONUMENTED       PADT
 KV5915  HISTORY     - 19961104 GOOD             USPSQD
 KV5915
 KV5915                          STATION DESCRIPTION
 KV5915
 KV5915'DESCRIBED BY PA DEPT OF TRANSP 1984 (RBG)
 KV5915'THE STATION IS LOCATED ABOUT
 KV5915'1.0 KM (0.6 MI) SOUTH OF NORRISTOWN,
 KV5915'4.8 KM (3.0 MI) WEST OF HARMONVILLE, AND
 KV5915'4.0 KM (2.5 MI) NORTH-NORTHWEST OF WEST CONSHOHOCKEN, IN THE TOWN
 KV5915'OF BRIDGEPORT AT THE COMMUNITY PARK AND IN THE CENTERFIELD AREA OF
 KV5915'THE EASTERN BALLFIELD.
 KV5915'OWNERSHIP--BRIDGEPORT TOWNSHIP
 KV5915'
 KV5915'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 23 AND
 KV5915'U.S. HIGHWAY 202 (DEKALB STREET) IN BRIDGEPORT, GO
 KV5915'SOUTHWEST FOR 0.2 KM (0.3 MI) ON HIGHWAY 202 TO NINTH STREET,
 KV5915'TURN LEFT AND GO SOUTHEAST FOR 0.15 KM (0.25 MI) ON NINTH STREET TO
 KV5915'THE COMMUNITY PARK PARKING LOT,
 KV5915'CONTINUE STRAIGHT AHEAD AND GO SOUTHEAST FOR
 KV5915'76.2 METERS (250 FT) ON PARKING LOT TO ACCESS GATE,
 KV5915'GO EAST FOR 0.16 KM (0.1 MI) ON PARK ROAD TO BALLFIELD AND THE
 KV5915'STATION ON THE LEFT.
 KV5915'
 KV5915'THE STATION IS A STANDARD PHELCO DISK
 KV5915'STAMPED---HIGH PECO 1978---,
 KV5915'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5915'25 CM IN DIAMETER RECESSED 10 CM BELOW GROUND.  LOCATED
 KV5915'87.78 METERS (288.0 FT) EAST-SOUTHEAST FROM A FLAGPOLE, AND
 KV5915'33.22 METERS (109.0 FT) NORTHWEST FROM THE PITCHERS MOUND OF
 KV5915'EASTERN BALLFIELD.
 KV5915'
 KV5915'REFERENCE MARK NO. 2 IS A STANDARD PHELCO DISK
 KV5915'STAMPED---HIGH NO.2 1978---,
 KV5915'SET INTO THE CENTER OF AN OLD CONCRETE FOUNDATION 1.5 FEET (45
 KV5915'CENTIMETERS) SQUARE AND PROJECTING 0.75 FOOT (23 CENTIMETERS) ABOVE
 KV5915'GRADE, ON THE NORTH SIDE OF THE BALLFIELD. LOCATED
 KV5915'78.18 METERS (256.5 FT) NORTHWEST FROM THE PITCHERS MOUND OF EAST
 KV5915'BALLFIELD,
 KV5915'64.62 METERS (212.0 FT) NORTHEAST FROM THE FLAGPOLE, AND
 KV5915'7.71 METERS (25.3 FT) NORTHEAST FROM THE EAST UPRIGHT OF THE NORTH
 KV5915'SOCCER GOAL.
 KV5915'MARK IS 0.15 METERS BELOW THE STATION.
 KV5915'
 KV5915'REFERENCE MARK NO. 1 IS A STANDARD PHELCO DISK
 KV5915'STAMPED---HIGH NO.1 PECO 1978---,
 KV5915'SET INTO A CONCRETE PORCH FLOOR OF A ONE STORY CONCRETE BLOCK
 KV5915'RESTROOM BUILDING LOCATED ON THE SOUTH SIDE OF BALLFIELD. LOCATED
 KV5915'4.72 METERS (15.5 FT) WEST-SOUTHWEST FROM THE EAST CORNER OF PORCH,
 KV5915'1.19 METERS (3.9 FT) EAST-SOUTHEAST FROM THE WEST CORNER OF PORCH,
 KV5915'AND
 KV5915'0.15 METERS (0.5 FT) SOUTH FROM THE NORTH EDGE OF PORCH.
 KV5915'MARK IS 0.45 METERS BELOW THE STATION.
 KV5915'
 KV5915'AZIMUTH MARK NO. 1 IS A STANDARD PADT DISK
 KV5915'STAMPED---HIGH 1978-1984---,
 KV5915'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5915'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV5915'47.24 METERS (155.0 FT) SOUTHEAST FROM THE SOUTH FACE OF OVERPASS
 KV5915'(MEASURED ALONG THE EXPRESSWAY),
 KV5915'19.35 METERS (63.5 FT) SOUTHEAST FROM THE CENTER OF A CATCH BASIN,
 KV5915'16.46 METERS (54.0 FT) SOUTHEAST FROM THE END OF THE GUARD RAIL
 KV5915'ALONG THE NORTHEAST SIDE OF THE EXPRESSWAY, AND
 KV5915'4.39 METERS (14.4 FT) NORTHEAST FROM THE NORTHEAST EDGE OF THE
 KV5915'EXPRESSWAY.
 KV5915'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF HIGHWAY 23 AND
 KV5915'DEKALB STREET IN BRIDGEPORT,
 KV5915'GO WEST FOR 0.24 KM (0.15 MI) ON HIGHWAY 23 TO TRAFFIC LIGHT AT
 KV5915'VALLEY FORGE ROAD,
 KV5915'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.56 KM (0.35 MI) ON
 KV5915'UNOPENED EXPRESSWAY (ASSUMED TO BE FUTURE HIGHWAY 23) TO OVERPASS
 KV5915'AND MARK ON THE RIGHT.
 KV5915'
 KV5915'THE NORRISTOWN STATE HOSPITAL STANDPIPE VENTPIPE, THE NSH BARN
 KV5915'LARGE CUPOLA, THE DAVID RITTENHOUSE HIGH SCHOOL SPIRE AND THE SANDY
 KV5915'HILL ROAD WATER TANK ARE INTENDED FOR USE AS SECONDARY AZIMUTH
 KV5915'MARKS.
 KV5915'DESCRIBED BY R. B. GROSSER.
 KV5915
 KV5915                          STATION RECOVERY (1996)
 KV5915
 KV5915'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV5915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6116 ***********************************************************************
 KV6116  DESIGNATION -  HIGH AZ MK
 KV6116  PID         -  KV6116
 KV6116  STATE/COUNTY-  PA/MONTGOMERY
 KV6116  USGS QUAD   -  NORRISTOWN (1992)
 KV6116
 KV6116                         *CURRENT SURVEY CONTROL
 KV6116  ___________________________________________________________________
 KV6116* NAD 83(1992)-  40 06 22.97995(N)    075 21 24.77404(W)     ADJUSTED  
 KV6116* NAVD 88     -        52.     (meters)     171.     (feet)  VERTCON   
 KV6116  ___________________________________________________________________
 KV6116  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 KV6116  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KV6116
 KV6116  HORZ ORDER  -  THIRD
 KV6116
 KV6116.The horizontal coordinates were established by classical geodetic methods
 KV6116.and adjusted by the National Geodetic Survey in June 2002..
 KV6116
 KV6116.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6116
 KV6116.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6116
 KV6116.The geoid height was determined by GEOID03.
 KV6116
 KV6116;                    North         East     Units Scale Factor Converg.
 KV6116;SPC PA S     -    88,599.636   804,010.546   MT  0.99997745   +1 33 09.5
 KV6116;SPC PA S     -   290,680.64  2,637,824.60   sFT  0.99997745   +1 33 09.5
 KV6116;UTM  18      - 4,439,625.860   469,583.981   MT  0.99961139   -0 13 47.7
 KV6116
 KV6116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6116!SPC PA S     -   0.99999710  x   0.99997745  =   0.99997455
 KV6116!UTM  18      -   0.99999710  x   0.99961139  =   0.99960850
 KV6116
 KV6116                          SUPERSEDED SURVEY CONTROL
 KV6116
 KV6116  NAD 83(1996)-  40 06 22.97939(N)    075 21 24.77193(W) AD(       ) 3
 KV6116  NAD 83(1991)-  40 06 22.97707(N)    075 21 24.77471(W) AD(       ) 3
 KV6116  NAD 83(1986)-  40 06 22.97336(N)    075 21 24.77736(W) AD(       ) 3
 KV6116  NGVD 29 (02/23/90)   52.     (m)          171.     (f) VERT ANG       
 KV6116
 KV6116.Superseded values are not recommended for survey control.
 KV6116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6116.See file dsdata.txt to determine how the superseded data were derived.
 KV6116
 KV6116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6958439626(NAD 83)
 KV6116_MARKER: DZ = AZIMUTH MARK DISK
 KV6116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6116_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KV6116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6116+STABILITY: SURFACE MOTION
 KV6116
 KV6116  HISTORY     - Date     Condition        Report By
 KV6116  HISTORY     - 1984     MONUMENTED       PADT
 KV6116  HISTORY     - 19961104 GOOD             USPSQD
 KV6116
 KV6116                          STATION DESCRIPTION
 KV6116
 KV6116'DESCRIBED BY PA DEPT OF TRANSP 1984 (RBG)
 KV6116'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI)
 KV6116'NORTHWEST OF CONSHOHOCKEN,
 KV6116'1.0 KM (0.6 MI) SOUTH OF NORRISTOWN,
 KV6116'4.8 KM (3.0 MI) WEST OF HARMONVILLE, AND
 KV6116'4.0 KM (2.5 MI) NORTH-NORTHWEST OF WEST CONSHOHOCKEN.
 KV6116'OWNERSHIP--ROAD RIGHT OF WAY
 KV6116'
 KV6116'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 23 AND
 KV6116'NORTH BOUND U.S. HIGHWAY 202 (DEKALB STREET) IN BRIDGEPORT, GO
 KV6116'WEST FOR 0.24 KM (0.15 MI) ON HIGHWAY 23 TO TRAFFIC LIGHT AT VALLEY
 KV6116'FORGE ROAD,
 KV6116'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.56 KM (0.35 MI) ON
 KV6116'UNOPENED EXPRESSWAY (ASSUMED TO BE FUTURE HIGHWAY 23) TO OVERPASS
 KV6116'AND THE STATION ON THE RIGHT.
 KV6116'
 KV6116'THE STATION IS A STANDARD PADT DISK
 KV6116'STAMPED---HIGH 1978-1984---,
 KV6116'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6116'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6116'47.24 METERS (155.0 FT) SOUTHEAST FROM THE SOUTH FACE OF OVERPASS
 KV6116'(MEASURED ALONG THE EXPRESSWAY),
 KV6116'19.35 METERS (63.5 FT) SOUTHEAST FROM THE CENTER OF A CATCH BASIN,
 KV6116'16.46 METERS (54.0 FT) SOUTHEAST FROM THE END OF THE GUARD RAIL
 KV6116'ALONG THE NORTHEAST SIDE OF THE EXPRESSWAY, AND
 KV6116'1.39 METERS (14.4 FT) NORTHEAST FROM THE NORTHEAST EDGE OF THE
 KV6116'EXPRESSWAY.
 KV6116'
 KV6116'DESCRIBED BY R. B. GROSSER.
 KV6116
 KV6116                          STATION RECOVERY (1996)
 KV6116
 KV6116'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV6116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2678 ***********************************************************************
 LY2678  DESIGNATION -  HIGH KNOB
 LY2678  PID         -  LY2678
 LY2678  STATE/COUNTY-  PA/PIKE
 LY2678  USGS QUAD   -  PECKS POND (1992)
 LY2678
 LY2678                         *CURRENT SURVEY CONTROL
 LY2678  ___________________________________________________________________
 LY2678* NAD 83(1992)-  41 17 59.84894(N)    075 07 27.02641(W)     ADJUSTED  
 LY2678* NAVD 88     -       626.3    (meters)    2055.     (feet)  VERTCON   
 LY2678  ___________________________________________________________________
 LY2678  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 LY2678  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 LY2678
 LY2678  HORZ ORDER  -  FIRST
 LY2678
 LY2678.The horizontal coordinates were established by classical geodetic methods
 LY2678.and adjusted by the National Geodetic Survey in June 2002..
 LY2678
 LY2678.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2678
 LY2678.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2678
 LY2678.The geoid height was determined by GEOID03.
 LY2678
 LY2678;                    North         East     Units Scale Factor Converg.
 LY2678;SPC PA N     -   129,189.461   819,877.031   MT  0.99995893   +1 44 13.5
 LY2678;SPC PA N     -   423,849.09  2,689,879.89   sFT  0.99995893   +1 44 13.5
 LY2678;UTM  18      - 4,572,063.554   489,604.263   MT  0.99960133   -0 04 55.0
 LY2678
 LY2678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2678!SPC PA N     -   0.99990679  x   0.99995893  =   0.99986572
 LY2678!UTM  18      -   0.99990679  x   0.99960133  =   0.99950816
 LY2678
 LY2678:                Primary Azimuth Mark                     Grid Az
 LY2678:SPC PA N     -  HIGH KNOB AZ MK                          120 13 23.4
 LY2678:UTM  18      -  HIGH KNOB AZ MK                          122 02 31.9
 LY2678
 LY2678|---------------------------------------------------------------------|
 LY2678| PID    Reference Object                     Distance      Geod. Az  |
 LY2678|                                                           dddmmss.s |
 LY2678| CB3550 HIGH KNOB AZ MK                                    1215736.9 |
 LY2678| CB3551 HIGH KNOB RM 1                       13.932 METERS 18412     |
 LY2678| LY2679 HIGH KNOB FIRE TOWER                 59.005 METERS 23614     |
 LY2678| LY2707 GOULDSBORO ATT MICROWAVE TOWER      APPROX.22.4 KM 2604137.0 |
 LY2678| CB3552 HIGH KNOB RM 2                       20.826 METERS 26115     |
 LY2678|---------------------------------------------------------------------|
 LY2678
 LY2678                          SUPERSEDED SURVEY CONTROL
 LY2678
 LY2678  NAD 83(1996)-  41 17 59.84917(N)    075 07 27.02661(W) AD(       ) 1
 LY2678  NAD 83(1996)-  41 17 59.84968(N)    075 07 27.02749(W) AD(       ) 1
 LY2678  NAD 83(1986)-  41 17 59.85013(N)    075 07 27.02790(W) AD(       ) 1
 LY2678  NAD 27      -  41 17 59.51300(N)    075 07 28.39700(W) AD(       ) 1
 LY2678  NGVD 29 (07/19/86)  626.5    (m)         2055.     (f) VERT ANG       
 LY2678
 LY2678.Superseded values are not recommended for survey control.
 LY2678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2678.See file dsdata.txt to determine how the superseded data were derived.
 LY2678
 LY2678_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8960472064(NAD 83)
 LY2678_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2678_SETTING: 66 = SET IN ROCK OUTCROP
 LY2678
 LY2678  HISTORY     - Date     Condition        Report By
 LY2678  HISTORY     - 1940     MONUMENTED       CGS
 LY2678  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LY2678
 LY2678                          STATION DESCRIPTION
 LY2678
 LY2678'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RJS)
 LY2678'ABOUT 12-1/2 MILES SOUTH OF HAWLEY AND 1-3/4 MILES WEST OF PECKS
 LY2678'POND, ON THE TOP OF A BALD MOUNTAIN KNOWN AS HIGH KNOB. FIRE TOWER
 LY2678'NO. 68 IS LOCATED ON TOP OF THE MOUNTAIN, AND A HIGH-TENSION
 LY2678'TRANSMISSION LINE, SUPPORTED WITH STEEL TOWERS, CROSSES OVER THE TOP
 LY2678'OF THE MOUNTAIN.  THE STATION MARK IS SET IN A ROCK OUTCROP NEAR THE
 LY2678'NORTHEAST EDGE OF THE TOP OF THE MOUNTAIN.  IT IS 61
 LY2678'FEET NORTHEAST OF THE NORTHEAST LEG OF THE HIGHEST TRANSMISSION
 LY2678'TOWER.  NOTE 2A.
 LY2678'
 LY2678'REFERENCE MARK NO. 1 IS SET IN ROCK OUTCROP SOUTH OF THE STATION AND
 LY2678'ABOUT 3 FEET LOWER.  NOTE 12A.
 LY2678'
 LY2678'REFERENCE MARK NO. 2 IS SET IN ROCK OUTCROP WEST OF THE STATION AT
 LY2678'ABOUT THE SAME LEVEL.  NOTE 12A.
 LY2678'
 LY2678'AZIMUTH MARK IS IN THE TOP OF A BOULDER ON THE WEST SIDE OF THE ROAD
 LY2678'AT THE END OF TRUCK TRAVEL.  NOTE 12A.
 LY2678'
 LY2678'TO REACH FROM MILFORD GO WEST ON U.S. HIGHWAY 6 FOR 20.6 MILES TO
 LY2678'JUNCTION WITH STATE HIGHWAY 402 (THIS JUNCTION IS 5.5 MILES SOUTH
 LY2678'AND EAST ON U.S. HIGHWAY 6 FROM HAWLEY) THEN SOUTH ON STATE HIGHWAY
 LY2678'402, 4.2 MILES TO PAVED CROSSROADS, CONTINUE SOUTH ON STATE
 LY2678'HIGHWAY 402 FOR 4.35 MILES TO A DIRT ROAD FORK RIGHT AND SIGN HOBDAY
 LY2678'ROAD, THENCE LEAVE STATE HIGHWAY 402, TAKE THIS RIGHT FORK AND
 LY2678'FOLLOW MAIN DIRT ROAD SOUTHERLY FOR 1.5 MILES WHERE A TRAIL AND
 LY2678'TELEPHONE LINE CROSS THE ROAD.  THIS IS THE END OF TRUCK TRAVEL.
 LY2678'FROM HERE PACE WESTERLY ON TRAIL THAT STARTS ALONG TELEPHONE LINE FOR
 LY2678'ABOUT 3/4 MILE TO TOP OF MOUNTAIN AND STATION.
 LY2678
 LY2678                          STATION RECOVERY (1959)
 LY2678
 LY2678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY2678'THE STATION MARK, REFERENCE MARK 1, 2 AND THE AZIMUTH MARK WERE
 LY2678'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE OBSERVATIONS
 LY2678'TO REFERENCE MARKS 1 AND 2 CHECKED WITH THE 1940 OBSERVATIONS AND THE
 LY2678'MEASUREMENT TO REFERENCE MARK 2 CHECKED.  A SHORTER MEASUREMENT
 LY2678'OF 0.007 METERS TO REFERENCE MARK 1 WAS NOTED.  OBSERVATIONS WERE NOT
 LY2678'TAKEN ON THE AZIMUTH MARK DUE TO A CONSIDERABLE AMOUNT OF
 LY2678'CLEARING NEAR THE STATION AND NEAR THE AZIMUTH MARK WOULD OF HAD TO
 LY2678'BEEN DONE.  PRESUMING THE 1940 OBSERVATIONS ARE AS DESCRIBED, IT
 LY2678'WAS CONSIDERED UNNECESSARY TO CLEAR TO THE MARK AT THIS DATE.  A
 LY2678'TRAVERSE CONNECTION WAS MADE TO THE FIRE TOWER ON THIS DATE.  THE
 LY2678'1940 DESCRIPTION OF THE TRUCK ROUTE TO THE STATION IS OBSOLETE.  A
 LY2678'ROAD HAS BEEN BUILT TO THE TOP OF THE MOUNTAIN.  THE STATION IS NOW A
 LY2678'DRIVE STATION.  A NEW TO REACH IS AS FOLLOWS-
 LY2678'
 LY2678'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 LY2678'HIGHWAY 590, ABOUT 1.0 MILE SOUTH OF HAWLEY, GO SOUTH ON U.S. HIGHWAY
 LY2678'6 FOR 1.35 MILES TO A FORK, THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 LY2678'HIGHWAY 507.  TAKE THE LEFT FORK AND GO EAST AND SOUTHEAST ON U.S.
 LY2678'HIGHWAY 6 FOR 2.48 MILES TO THE JUNCTION WITH STATE HIGHWAY 402.
 LY2678'TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 402 FOR 4.29 MILES TO A
 LY2678'CROSSROAD AND A STONE CHURCH IN THE SOUTHEAST ANGLE OF THE
 LY2678'INTERSECTION.  CONTINUE SOUTH ON STATE HIGHWAY 402 FOR 4.40 MILES TO
 LY2678'A GRAVELED ROAD, A CABLE GATE AND SIGN FIRE TOWER ON THE RIGHT,
 LY2678'WEST, SIDE OF THE HIGHWAY* CONTINUE SOUTH ON THE HIGHWAY FOR 0.02
 LY2678'MILE TO A GRAVELED ROAD ON THE RIGHT, WEST, SIDE OF THE HIGHWAY.
 LY2678'TURN RIGHT AND GO SOUTHWEST ON THE GRAVELED ROAD FOR 1.50 MILES TO A
 LY2678'TRAIL AND SIGN CAMP BIFF TR, RT 402 2-1/2 FEET ON THE LEFT, EAST
 LY2678'SIDE OF THE GRAVELED ROAD AND A TRACK ROAD AND THE AZIMUTH MARK ON
 LY2678'THE RIGHT, WEST, SIDE OF THE GRAVELED ROAD.  *TURN RIGHT, PASS
 LY2678'THROUGH THE CABLE GATE AND GO SOUTHWEST AND SOUTH ON THE GRAVELED
 LY2678'ROAD UP THE MOUNTAIN FOR 1.87 MILES TO THE TOP OF THE MOUNTAIN, THE
 LY2678'LOOKOUT TOWER AND HIGH TENSION TOWERS AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2679 ***********************************************************************
 LY2679  DESIGNATION -  HIGH KNOB FIRE TOWER
 LY2679  PID         -  LY2679
 LY2679  STATE/COUNTY-  PA/PIKE
 LY2679  USGS QUAD   -  PROMISED LAND (1997)
 LY2679
 LY2679                         *CURRENT SURVEY CONTROL
 LY2679  ___________________________________________________________________
 LY2679* NAD 83(1992)-  41 17 58.78568(N)    075 07 29.13463(W)     ADJUSTED  
 LY2679* NAVD 88     -                                                        
 LY2679  ___________________________________________________________________
 LY2679  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 LY2679  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 LY2679
 LY2679  HORZ ORDER  -  THIRD
 LY2679
 LY2679.The horizontal coordinates were established by classical geodetic methods
 LY2679.and adjusted by the National Geodetic Survey in June 2002..
 LY2679
 LY2679
 LY2679.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2679
 LY2679.The geoid height was determined by GEOID03.
 LY2679
 LY2679;                    North         East     Units Scale Factor Converg.
 LY2679;SPC PA N     -   129,155.190   819,829.003   MT  0.99995894   +1 44 12.1
 LY2679;SPC PA N     -   423,736.65  2,689,722.32   sFT  0.99995894   +1 44 12.1
 LY2679;UTM  18      - 4,572,030.836   489,555.189   MT  0.99960134   -0 04 56.4
 LY2679
 LY2679                          SUPERSEDED SURVEY CONTROL
 LY2679
 LY2679  NAD 83(1996)-  41 17 58.78590(N)    075 07 29.13483(W) AD(       ) 4
 LY2679  NAD 83(1996)-  41 17 58.78642(N)    075 07 29.13572(W) AD(       ) 4
 LY2679  NAD 83(1986)-  41 17 58.78709(N)    075 07 29.13636(W) AD(       ) 4
 LY2679  NAD 27      -  41 17 58.45000(N)    075 07 30.50500(W) AD(       ) 3
 LY2679
 LY2679.Superseded values are not recommended for survey control.
 LY2679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2679.See file dsdata.txt to determine how the superseded data were derived.
 LY2679
 LY2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL8955572031(NAD 83)
 LY2679
 LY2679  HISTORY     - Date     Condition        Report By
 LY2679  HISTORY     - 1940     MONUMENTED       CGS
 LY2679  HISTORY     - 1962     SEE DESCRIPTION  CGS
 LY2679
 LY2679                          STATION DESCRIPTION
 LY2679
 LY2679'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RJS)
 LY2679'IT IS ABOUT 12-1/2 MILES SOUTH OF HAWLEY AND 1-3/4 MILES WEST OF
 LY2679'PECKS POND ON TOP OF A HIGH PROMINENT MOUNTAIN.  THE TOWER IS JUST
 LY2679'SOUTH OF THE HIGH-TENSION TRANSMISSION LINE, SUPPORTED BY STEEL
 LY2679'TOWERS WHICH CROSS THE MOUNTAIN AT THIS POINT.  TRIANGULATION
 LY2679'STATION HIGH KNOB IS A SHORT DISTANCE NORTHEAST OF THIS TOWER.
 LY2679'
 LY2679'THE STATION IS THE CENTER OF THE OBSERVATION ROOM.
 LY2679
 LY2679                          STATION RECOVERY (1962)
 LY2679
 LY2679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (AMS)
 LY2679'STATION WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1726 ***********************************************************************
 JU1726  DESIGNATION -  HIGHLAND
 JU1726  PID         -  JU1726
 JU1726  STATE/COUNTY-  PA/CHESTER
 JU1726  USGS QUAD   -  PARKESBURG (1992)
 JU1726
 JU1726                         *CURRENT SURVEY CONTROL
 JU1726  ___________________________________________________________________
 JU1726* NAD 83(1992)-  39 56 18.78986(N)    075 54 46.84028(W)     ADJUSTED  
 JU1726* NAVD 88     -       213.185  (meters)     699.42   (feet)  ADJUSTED  
 JU1726  ___________________________________________________________________
 JU1726  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 JU1726  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JU1726  DYNAMIC HT  -         213.077 (meters)     699.07  (feet)  COMP
 JU1726  MODELED GRAV-     980,114.6   (mgal)                       NAVD 88
 JU1726
 JU1726  HORZ ORDER  -  SECOND
 JU1726  VERT ORDER  -  SECOND    CLASS 0
 JU1726
 JU1726.The horizontal coordinates were established by classical geodetic methods
 JU1726.and adjusted by the National Geodetic Survey in June 2002..
 JU1726
 JU1726.The orthometric height was determined by differential leveling
 JU1726.and adjusted by the National Geodetic Survey in June 1991..
 JU1726
 JU1726.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1726
 JU1726.The geoid height was determined by GEOID03.
 JU1726
 JU1726.The dynamic height is computed by dividing the NAVD 88
 JU1726.geopotential number by the normal gravity value computed on the
 JU1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1726.degrees latitude (g = 980.6199 gals.).
 JU1726
 JU1726.The modeled gravity was interpolated from observed gravity values.
 JU1726
 JU1726;                    North         East     Units Scale Factor Converg.
 JU1726;SPC PA S     -    68,833.337   756,996.628   MT  0.99999919   +1 11 30.6
 JU1726;SPC PA S     -   225,830.71  2,483,579.77   sFT  0.99999919   +1 11 30.6
 JU1726;UTM  18      - 4,421,336.213   421,995.240   MT  0.99967491   -0 35 10.1
 JU1726
 JU1726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1726!SPC PA S     -   0.99997180  x   0.99999919  =   0.99997099
 JU1726!UTM  18      -   0.99997180  x   0.99967491  =   0.99964672
 JU1726
 JU1726|---------------------------------------------------------------------|
 JU1726| PID    Reference Object                     Distance      Geod. Az  |
 JU1726|                                                           dddmmss.s |
 JU1726| JU1727 HIGHLAND RM 1                        25.745 METERS 05036     |
 JU1726| JU1728 HIGHLAND AZ MK                      APPROX. 0.6 KM 1384452.9 |
 JU1726| JU1725 HIGHLAND RM 2                        27.821 METERS 21325     |
 JU1726|---------------------------------------------------------------------|
 JU1726
 JU1726                          SUPERSEDED SURVEY CONTROL
 JU1726
 JU1726  NAD 83(1991)-  39 56 18.78711(N)    075 54 46.84175(W) AD(       ) 2
 JU1726  NAD 83(1986)-  39 56 18.78184(N)    075 54 46.84532(W) AD(       ) 2
 JU1726  NAD 27      -  39 56 18.39991(N)    075 54 48.03170(W) AD(       ) 2
 JU1726  NGVD 29 (??/??/??)  213.468  (m)          700.35   (f) ADJUSTED    2 0
 JU1726
 JU1726.Superseded values are not recommended for survey control.
 JU1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1726.See file dsdata.txt to determine how the superseded data were derived.
 JU1726
 JU1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK2199521336(NAD 83)
 JU1726_MARKER: DE = TRAVERSE STATION DISK
 JU1726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1726_STAMPING: HIGHLAND 1966
 JU1726_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU1726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1726+STABILITY: SURFACE MOTION
 JU1726
 JU1726  HISTORY     - Date     Condition        Report By
 JU1726  HISTORY     - 1966     MONUMENTED       CGS
 JU1726  HISTORY     - 1966     GOOD             CGS
 JU1726  HISTORY     - 1975     GOOD             PADT
 JU1726  HISTORY     - 1977     GOOD             NGS
 JU1726  HISTORY     - 1985     GOOD             PADT
 JU1726
 JU1726                          STATION DESCRIPTION
 JU1726
 JU1726'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 JU1726'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF COCHRANVILLE, 1.5 MILES
 JU1726'SOUTH OF PARKESBURG AND 0.1 MILE WEST OF STATE HIGHWAY 10.
 JU1726'THE PROPERTY IS OWNED BY MR. PAUL GUINA.
 JU1726'
 JU1726'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 10 AND 372 IN
 JU1726'THE EAST EDGE OF PARKESBURG, GO SOUTH ON STATE HIGHWAY 10
 JU1726'FOR 1.5 MILES TO A SIDE ROAD ON THE RIGHT, *TURN RIGHT ON HIGHLAND RD.
 JU1726'AND GO WEST FOR 0.1 MILE TO A TRACK ROAD ON THE RIGHT AND
 JU1726'THE STATION.
 JU1726'
 JU1726'THE STATION MARK IS 59 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 JU1726'HIGHLAND RD., 31 FEET NORTHEAST OF THE APPROXIMATE
 JU1726'CENTER OF TRACK ROAD AND 27.7 FEET SOUTHEAST OF A METAL WITNESS POST.
 JU1726'THE MARK IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A
 JU1726'SQUARE CONCRETE POST PROJECTING 3 INCHES AND STAMPED HIGHLAND 1966.
 JU1726'
 JU1726'REFERENCE MARK NO 1 IS 105 FEET NORTHWEST OF THE APPROXIMATE CENTER
 JU1726'OF HIGHLAND RD. AND 3.9 FEET SOUTHWEST OF A METAL WITNESS
 JU1726'POST. THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 JU1726'POST PROJECTING 5 INCHES AND STAMPED HIGHLAND NO 1 1966.
 JU1726'
 JU1726'REFERENCE MARK NO 2 IS 59 FEET SOUTH OF THE APPROXIMATE CENTER OF
 JU1726'TRACK ROAD, 34 FEET NORTHWEST OF POWERLINE POLE NO 91125 AND
 JU1726'20 FEET NORTHWEST OF THE APPROXIMATE CENTER OF HIGHLAND RD. THE MARK
 JU1726'IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 JU1726'PROJECTING 4 INCHES AND STAMPED HIGHLAND NO 2 1966.
 JU1726'
 JU1726'THE AZIMUTH MARK IS 57 FEET SOUTH OF A POWERLINE POLE AND 13 FEET
 JU1726'EAST OF THE APPROXIMATE CENTER OF PAVED ROAD.  THE MARK IS A
 JU1726'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH WITH
 JU1726'THE GROUND AND STAMPED HIGHLAND 1966.
 JU1726'
 JU1726'*TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY 10 AND
 JU1726'HIGHLAND RD., GO SOUTH ON STATE HIGHWAY 10 FOR 0.1 MILE TO A
 JU1726'FORK, KEEP THE LEFT FORK AND CONTINUE SOUTH ON THE PAVED ROAD FOR 0.2
 JU1726'MILE TO THE MARK ON THE LEFT, AT THE NORTHWEST EDGE OF A
 JU1726'CULTIVATED FIELD.
 JU1726'
 JU1726'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
 JU1726
 JU1726                          STATION RECOVERY (1966)
 JU1726
 JU1726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JU1726'1.6 MI S FROM PARKESBURG.
 JU1726'1.5 MILES SOUTH ALONG STATE HIGHWAY 10 FROM ITS JUNCTION WITH
 JU1726'STATE HIGHWAY 372 IN PARKESBURG TO HIGHLAND ROAD AT THE TOP OF
 JU1726'HILL, THENCE, WEST ALONG HIGHLAND ROAD 0.1 MILE, 84.48 FEET
 JU1726'SOUTHWEST OF RM 1, 91.27 FEET NORTHEAST OF RM 2, 59 FEET
 JU1726'NORTHWEST OF THE APPROXIMATE CENTER OF HIGHLAND ROAD, 31 FEET
 JU1726'NORTHEAST OF THE APPROXIMATE CENTER OF A TRACK ROAD, 27.7 FEET
 JU1726'SOUTHEAST OF A METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE
 JU1726'POST PROJECTING 3-INCHES AND IS ABOUT 1 FOOT ABOVE THE LEVEL
 JU1726'OF THE ROAD.
 JU1726
 JU1726                          STATION RECOVERY (1975)
 JU1726
 JU1726'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 JU1726'HIGHLAND 1966 GOOD
 JU1726'HIGHLAND RM 1 GOOD
 JU1726'HIGHLAND RM 2 NOT RECOVERED
 JU1726'HIGHLAND AZ GOOD
 JU1726'
 JU1726'RM 2 APPEARS TO HAVE BEEN DESTROYED BY IMPROVEMENTS MADE ON HIGHLAND
 JU1726'ROAD.
 JU1726'
 JU1726'DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.5 MILES SOUTH PARKESBURG
 JU1726
 JU1726                          STATION RECOVERY (1977)
 JU1726
 JU1726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 JU1726'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 JU1726'AS PREVIOUSLY DESCRIBED.  IT WAS REPORTED IN 1975, THAT REFERENCE
 JU1726'MARK TWO WAS NOT FOUND.  I FOUND IT IN GOOD CONDITION AS DESCRIBED.
 JU1726'IT APPEARED THAT NO SEARCH WAS MADE FOR IT AT THAT DATE.
 JU1726'
 JU1726'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES SOUTH
 JU1726'OF PARKESBURG.
 JU1726
 JU1726                          STATION RECOVERY (1985)
 JU1726
 JU1726'RECOVERY NOTE BY PA DEPT OF TRANSP 1985 (RBG)
 JU1726'THE STATION WAS RECOVERED AT THIS DATE.
 JU1726'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AND
 JU1726'FOUND IN GOOD CONDITION.
 JU1726'THE TO REACH THE STATION AND AZIMUTH MARK IS ADEQUATE.
 JU1726'THE STATION AND REFERENCE MARK REFERENCE OBJECTS ARE INADEQUATE
 JU1726'AND NEW REFERENCES FOLLOW.
 JU1726'THE AZIMUTH MARK IS VISABLE FROM THE GROUND.
 JU1726'THE ANGLE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WAS
 JU1726'MEASURED AND FOUND TO CHECK PREVIOUS DATA.
 JU1726'THE DISTANCES BETWEEN THE STATION AND THE REFERENCE MARKS WERE
 JU1726'MEASURED AND FOUND TO CHECK PREVIOUS DATA.
 JU1726'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 JU1726'WAS NOT MEASURED DUE TO TREES ON LINE.
 JU1726'
 JU1726'OWNERSHIP--R. P. GUINEY, STAR ROUTE, PARKESBURG, PA. 19365
 JU1726'
 JU1726'THE STATION IS A STANDARD CGS DISK
 JU1726'STAMPED---HIGHLAND 1966---,
 JU1726'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 JU1726'26 CM (10 IN) ON SIDE PROJECTING 5 CM (2 IN) ABOVE GROUND.  LOCATED
 JU1726'31.089 METERS (102.00 FT) NORTH-NORTHWEST FROM A POWER POLE  91124,
 JU1726'24.689 METERS (81.0 FT) NORTH FROM THE CENTER OF HIGHLAND ROAD, AND
 JU1726'4.115 METERS (13.5 FT) EAST FROM THE CENTER OF THE TRACK ROAD.
 JU1726'
 JU1726'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK
 JU1726'STAMPED---HIGHLAND NO.1 1966---,
 JU1726'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT,
 JU1726'26 CM (10 IN) ON SIDE PROJECTING 5 CM (2 IN) ABOVE THE GROUND.
 JU1726'LOCATED
 JU1726'40.691 METERS (133.50 FT) NORTH-NORTHEAST FROM A POWER POLE NUMBER
 JU1726'91124, AND
 JU1726'34.442 METERS (113.0 FT) NORTH FROM THE CENTER OF HIGHLAND ROAD.
 JU1726'MARK IS 0.30 METERS ABOVE THE STATION.
 JU1726'
 JU1726'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK
 JU1726'STAMPED---HIGHLAND NO.2 1966---,
 JU1726'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT,
 JU1726'26 CM (10 IN) IN DIAMETER PROJECTING 5 CM (2 IN) ABOVE THE GROUND.
 JU1726'LOCATED
 JU1726'19.507 METERS (64.00 FT) NORTHEAST FROM A POWER POLE 91125, AND
 JU1726'5.791 METERS (19.0 FT) NORTH FROM THE CENTER OF HIGHLAND ROAD.
 JU1726'MARK IS .30 METERS BELOW THE STATION.
 JU1726'
 JU1726'DESCRIBED BY R.B. GROSSER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2000 ***********************************************************************
 KX2000  DESIGNATION -  HIGHLAND
 KX2000  PID         -  KX2000
 KX2000  STATE/COUNTY-  PA/SOMERSET
 KX2000  USGS QUAD   -  SOMERSET (1973)
 KX2000
 KX2000                         *CURRENT SURVEY CONTROL
 KX2000  ___________________________________________________________________
 KX2000* NAD 83(1992)-  40 02 34.37220(N)    079 04 46.74960(W)     ADJUSTED  
 KX2000* NAVD 88     -       721.     (meters)    2365.     (feet)  SCALED    
 KX2000  ___________________________________________________________________
 KX2000  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 KX2000  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 KX2000
 KX2000  HORZ ORDER  -  THIRD
 KX2000
 KX2000.The horizontal coordinates were established by classical geodetic methods
 KX2000.and adjusted by the National Geodetic Survey in June 2002..
 KX2000
 KX2000.The orthometric height was scaled from a topographic map.
 KX2000
 KX2000.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2000
 KX2000.The geoid height was determined by GEOID03.
 KX2000
 KX2000;                    North         East     Units Scale Factor Converg.
 KX2000;SPC PA S     -    79,638.586   486,532.913   MT  0.99998468   -0 51 45.6
 KX2000;SPC PA S     -   261,280.93  1,596,233.40   sFT  0.99998468   -0 51 45.6
 KX2000;SPC PA N     -   -12,876.480   486,503.936   MT  1.00024155   -0 52 46.6
 KX2000;SPC PA N     -   -42,245.58  1,596,138.33   sFT  1.00024155   -0 52 46.6
 KX2000;UTM  17      - 4,434,283.257   663,823.037   MT  0.99993040   +1 14 08.7
 KX2000
 KX2000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2000!SPC PA S     -   0.99989191  x   0.99998468  =   0.99987659
 KX2000!SPC PA N     -   0.99989191  x   1.00024155  =   1.00013343
 KX2000!UTM  17      -   0.99989191  x   0.99993040  =   0.99982231
 KX2000
 KX2000:                Primary Azimuth Mark                     Grid Az
 KX2000:SPC PA S     -  SCHAFFER                                 024 00 06.7
 KX2000:SPC PA N     -  SCHAFFER                                 024 01 07.7
 KX2000:UTM  17      -  SCHAFFER                                 021 54 12.4
 KX2000
 KX2000|---------------------------------------------------------------------|
 KX2000| PID    Reference Object                     Distance      Geod. Az  |
 KX2000|                                                           dddmmss.s |
 KX2000| KX1186 SCHAFFER                            APPROX. 8.4 KM 0230821.1 |
 KX2000|---------------------------------------------------------------------|
 KX2000
 KX2000                          SUPERSEDED SURVEY CONTROL
 KX2000
 KX2000  NAD 83(1995)-  40 02 34.37660(N)    079 04 46.75353(W) AD(       ) 3
 KX2000  NAD 83(1986)-  40 02 34.37799(N)    079 04 46.75442(W) AD(       ) 3
 KX2000  NAD 27      -  40 02 34.09006(N)    079 04 47.63963(W) AD(       ) 3
 KX2000
 KX2000.Superseded values are not recommended for survey control.
 KX2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2000.See file dsdata.txt to determine how the superseded data were derived.
 KX2000
 KX2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE6382334283(NAD 83)
 KX2000_MARKER: Z = SEE DESCRIPTION
 KX2000_SETTING: 0 = UNSPECIFIED SETTING
 KX2000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX2000
 KX2000  HISTORY     - Date     Condition        Report By
 KX2000  HISTORY     - 1911     MONUMENTED       USGS
 KX2000
 KX2000                          STATION DESCRIPTION
 KX2000
 KX2000'DESCRIBED BY US GEOLOGICAL SURVEY 1911
 KX2000'LOCATED ON KNOB IN ORCHARD OWNED BY MR. PETER HAFFLEY, 500 FT N.
 KX2000'OF HIS RESIDENCE, 2.0 MI N. OF SOMERSET.
 KX2000'
 KX2000'STATION MARK, MARBLE POST 30- BY 6- BY 6-IN. SET IN GROUND 28 IN.
 KX2000'
 KX2000'SIGNAL, DOUBLE TRIPOD MADE OF SAWED LUMBER.  INSTRUMENT ELEVATED 20
 KX2000'FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2355 ***********************************************************************
 MA2355  DESIGNATION -  HIGHLAND
 MA2355  PID         -  MA2355
 MA2355  STATE/COUNTY-  PA/ELK
 MA2355  USGS QUAD   -  JAMES CITY (1966)
 MA2355
 MA2355                         *CURRENT SURVEY CONTROL
 MA2355  ___________________________________________________________________
 MA2355* NAD 83(1992)-  41 33 49.04374(N)    078 51 56.24679(W)     ADJUSTED  
 MA2355* NAVD 88     -       627.6    (meters)    2059.     (feet)  VERTCON   
 MA2355  ___________________________________________________________________
 MA2355  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 MA2355  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 MA2355
 MA2355  HORZ ORDER  -  FIRST
 MA2355
 MA2355.The horizontal coordinates were established by classical geodetic methods
 MA2355.and adjusted by the National Geodetic Survey in June 2002..
 MA2355
 MA2355.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2355
 MA2355.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2355
 MA2355.The geoid height was determined by GEOID03.
 MA2355
 MA2355;                    North         East     Units Scale Factor Converg.
 MA2355;SPC PA N     -   155,737.437   506,947.176   MT  0.99996009   -0 44 16.9
 MA2355;SPC PA N     -   510,948.57  1,663,209.19   sFT  0.99996009   -0 44 16.9
 MA2355;UTM  17      - 4,603,527.471   677,971.467   MT  0.99998980   +1 24 59.1
 MA2355
 MA2355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2355!SPC PA N     -   0.99990659  x   0.99996009  =   0.99986668
 MA2355!UTM  17      -   0.99990659  x   0.99998980  =   0.99989639
 MA2355
 MA2355:                Primary Azimuth Mark                     Grid Az
 MA2355:SPC PA N     -  KANE STANDPIPE                           029 05 19.7
 MA2355:UTM  17      -  KANE STANDPIPE                           026 56 03.7
 MA2355
 MA2355|---------------------------------------------------------------------|
 MA2355| PID    Reference Object                     Distance      Geod. Az  |
 MA2355|                                                           dddmmss.s |
 MA2355| MA2346 KANE STANDPIPE                      APPROX.12.1 KM 0282102.8 |
 MA2355| MA2347 KANE MUN STANDPIPE                  APPROX.12.1 KM 0282550.5 |
 MA2355| MA2349 KANE RAD STA WKZA MAST              APPROX.10.9 KM 0294246.4 |
 MA2355| CK7473 HIGHLAND AZ MK                                     1142043.4 |
 MA2355| CK7474 HIGHLAND RM 1                        32.877 METERS 12007     |
 MA2355| MA2354 HANLEY FIRE TOWER                   APPROX. 2.5 KM 1893152.0 |
 MA2355| CK7475 HIGHLAND RM 2                        32.707 METERS 28238     |
 MA2355| MA2372 FIELD                               APPROX.18.0 KM 3235810.6 |
 MA2355|---------------------------------------------------------------------|
 MA2355
 MA2355                          SUPERSEDED SURVEY CONTROL
 MA2355
 MA2355  NAD 83(1996)-  41 33 49.04480(N)    078 51 56.24731(W) AD(       ) 1
 MA2355  NAD 83(1986)-  41 33 49.04532(N)    078 51 56.24714(W) AD(       ) 1
 MA2355  NAD 27      -  41 33 48.82248(N)    078 51 57.12547(W) AD(       ) 1
 MA2355  NGVD 29 (07/19/86)  627.7    (m)         2059.     (f) VERT ANG       
 MA2355
 MA2355.Superseded values are not recommended for survey control.
 MA2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2355.See file dsdata.txt to determine how the superseded data were derived.
 MA2355
 MA2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG7797103527(NAD 83)
 MA2355_MARKER: DH = HORIZONTAL CONTROL DISK
 MA2355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2355_MARK LOGO: CGS   
 MA2355_MAGNETIC: N = NO MAGNETIC MATERIAL
 MA2355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA2355+STABILITY: SURFACE MOTION
 MA2355_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MA2355+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 MA2355
 MA2355  HISTORY     - Date     Condition        Report By
 MA2355  HISTORY     - 1938     MONUMENTED       CGS
 MA2355  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MA2355  HISTORY     - 19911212 GOOD             LOCENG
 MA2355  HISTORY     - 20040816 GOOD             USPSQD
 MA2355
 MA2355                          STATION DESCRIPTION
 MA2355
 MA2355'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 MA2355'STATION IS 0.7 MILE W OF VILLAGE OF HIGHLAND ON A WOODED RIDGE, 3.15
 MA2355'MILE S OF HIGHWAY 948, 257 FEET W OF MANUFACTURERS GAS
 MA2355'CO. WELL NO. 190, 24 FEET N OF CENTER OF WOODS ROAD, 17.7 FEET NW OF
 MA2355'A 6-INCH BLAZED CHERRY TREE, 12 FEET SSE OF AN 8-INCH BLAZED
 MA2355'CHERRY TREE, 60.83 FEET FROM U.S.G.S. MARK S, AND PROJECTS 4 INCHES.
 MA2355'
 MA2355'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 MA2355'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 MA2355'
 MA2355'REFERENCE MARK NO. 1 IS 107.83 FEET W OF STATION, 9 FEET N OF CENTER
 MA2355'LINE OF WOODS ROAD AND PROJECTS 2 INCHES.  REFERENCE MARK
 MA2355'NO. 2 IS 107.32 FEET W OF STATION, ABOUT 18 FEET E OF N-S WOODS ROAD,
 MA2355'8 FEET E OF A PILE OF CORD WOOD BESIDE ROAD, AND PROJECTS 4
 MA2355'INCHES.
 MA2355'
 MA2355'AZIMUTH MARK IS 0.1 MILE E OF STATION AT E EDGE OF A SMALL CLEARING
 MA2355'AROUND GAS WELL NO. 190, 4 FEET W OF EDGE OF TIMBER, 30 FEET
 MA2355'E OF CENTER LINE OF WOODS ROAD, 125 FEET E OF MANUFACTURERS GAS CO.
 MA2355'WELL NO. 190, AND PROJECTS 4 INCHES.
 MA2355'
 MA2355'U.S.G.S. MARK WAS RECOVERED BUT WAS NOT IN ITS ORIGINAL POSITION, IT
 MA2355'WAS LOOSE AND LEANING TO ONE SIDE.  NO CONNECTION WAS MADE EXCEPT
 MA2355'MEASUREMENT BECAUSE OF THIS.
 MA2355'
 MA2355'TO REACH STATION FROM HIGHLAND, GO W ON 948, 0.7 MILE TO A WOODS ROAD
 MA2355'L, TURN L AND CONTINUE 0.15 MILE TO A Y AT GAS WELL NO. 190, TURN
 MA2355'R HERE AND CONTINUE 300 FEET TO STATION ON R.
 MA2355'
 MA2355'77-FOOT TOWER IS NECESSARY TO CLEAR ALL LINES FROM THIS POINT.
 MA2355'
 MA2355'HEIGHT OF LIGHT ABOVE STATION MARK - 30.5 METERS.
 MA2355
 MA2355                          STATION RECOVERY (1967)
 MA2355
 MA2355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 MA2355'THE STATION MARK AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED IN
 MA2355'GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND
 MA2355'AND IS ASSUMED TO BE LOST.  FOLLOWING IS A NEW DESCRIPTION.
 MA2355'
 MA2355'THE STATION IS LOCATED ON PROPERTY WHICH IS NOW A PART OF THE
 MA2355'ALLEGHENY NATIONAL FOREST ON A WOODED RIDGE 0.7 MILE WEST OF
 MA2355'THE VILLAGE OF HIGHLAND CORNERS AND 0.1 MILE SOUTH OF STATE HIGHWAY
 MA2355'948.
 MA2355'
 MA2355'TO REACH THE STATION FROM THE HOTEL IN HIGHLAND CORNERS, GO WEST ON
 MA2355'STATE HIGHWAY 948 FOR 0.7 MILE TO A TRACK ROAD ON THE LEFT.  TURN
 MA2355'LEFT AND GO 0.1 MILE TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT AND
 MA2355'PASS TO THE NORTH OF AN OLD ABANDONED WELL SHED, CONTINUE
 MA2355'ON THE TRACK ROAD FOR ABOUT 300 FEET TO THE STATION ON THE RIGHT.
 MA2355'
 MA2355'THE STATION MARK IS A STANDARD DISK STAMPED HIGHLAND 1938, SET IN THE
 MA2355'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 MA2355'INCHES ABOVE THE GROUND.  IT IS 23 FEET NORTH OF THE CENTER OF THE
 MA2355'TRACK ROAD, 18 FEET NORTH-NORTHWEST OF A 14-INCH TREE WITH A
 MA2355'TRIANGULAR BLAZE AND 5.4 FEET NORTH-NORTHWEST OF A METAL WITNESS
 MA2355'POST.  NOTES- 1A 7A
 MA2355'
 MA2355'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED HIGHLAND NO 1 1938,
 MA2355'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 MA2355'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 103.3 FEET SOUTHEAST OF
 MA2355'THE METAL WITNESS POST AND 8 FEET NORTHEAST OF THE CENTER OF THE
 MA2355'TRACK ROAD. NOTE 11A.
 MA2355'
 MA2355'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED HIGHLAND NO 2 1938,
 MA2355'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 MA2355'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 110.6 FEET WEST-NORTHWEST
 MA2355'OF THE METAL WITNESS POST AND 59 FEET NORTH OF THE CENTER OF THE
 MA2355'TRACK ROAD.  NOTE 11A.
 MA2355'
 MA2355'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 MA2355'
 MA2355'HEIGHT OF LIGHT ABOVE STATION MARK 112.8 FEET.
 MA2355
 MA2355                          STATION RECOVERY (1991)
 MA2355
 MA2355'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991 (DM)
 MA2355'NOTE--THE STATION AND RM NO 1 WERE RECOVERED IN GOOD CONDITION.  NO
 MA2355'SEARCH WAS MADE FOR RM NO 2 WHICH IS WITHIN AN AREA DISTURBED BY
 MA2355'LOGGING.  THE MARK MAY BE SLIGHTLY COVERED.  NO SEARCH MADE FOR THE
 MA2355'AZIMUTH MARK OR THE USGS MARK.  THE TIMBER SURROUNDING THE STATION AND
 MA2355'RM NO 1 IS MARKED AND WILL PROBABLY BE CUT IN THE WINTER OF 1991/1992.
 MA2355
 MA2355                          STATION RECOVERY (2004)
 MA2355
 MA2355'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA2355'NEW DESCRIPTION. TO REACH STATION FROM HIGHLAND, GO W ON 948, 0.9 MILE
 MA2355'TO ALLEGHENY NATIONAL FOREST SIGN AND WOODS ROAD LEFT. TURN LEFT AND
 MA2355'GO 0.15 MILE TO A Y. TAKE LEFT FORK AND CONTINUE ACROSS PARKING AND
 MA2355'CAMPING AREA 0.1 MILE TO FAR EDGE OF WOODS. TAKE BLOCKED OFF WOODS
 MA2355'ROAD FOR 42 FEET TO STATION IN WOODS ON LEFT.  RM 1 AND RM2 AND
 MA2355'AZIMUTH NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5916 ***********************************************************************
 KV5916  DESIGNATION -  HIGHLAND
 KV5916  PID         -  KV5916
 KV5916  STATE/COUNTY-  PA/MONTGOMERY
 KV5916  USGS QUAD   -  AMBLER (1983)
 KV5916
 KV5916                         *CURRENT SURVEY CONTROL
 KV5916  ___________________________________________________________________
 KV5916* NAD 83(1992)-  40 08 50.52683(N)    075 12 06.81610(W)     ADJUSTED  
 KV5916* NAVD 88     -        88.9    (meters)     292.     (feet)  VERTCON   
 KV5916  ___________________________________________________________________
 KV5916  X           -   1,246,985.276 (meters)                     COMP
 KV5916  Y           -  -4,720,281.419 (meters)                     COMP
 KV5916  Z           -   4,090,542.552 (meters)                     COMP
 KV5916  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 KV5916  ELLIP HEIGHT-          55.16  (meters)          (06/21/02) GPS OBS
 KV5916  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 KV5916
 KV5916  HORZ ORDER  -  SECOND
 KV5916  ELLP ORDER  -  FOURTH    CLASS I
 KV5916
 KV5916.The horizontal coordinates were established by GPS observations
 KV5916.and adjusted by the National Geodetic Survey in June 2002..
 KV5916
 KV5916.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5916
 KV5916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5916
 KV5916.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5916
 KV5916.The ellipsoidal height was determined by GPS observations
 KV5916.and is referenced to NAD 83.
 KV5916
 KV5916.The geoid height was determined by GEOID03.
 KV5916
 KV5916;                    North         East     Units Scale Factor Converg.
 KV5916;SPC PA S     -    93,518.146   817,088.276   MT  0.99997344   +1 39 11.5
 KV5916;SPC PA S     -   306,817.45  2,680,730.45   sFT  0.99997344   +1 39 11.5
 KV5916;UTM  18      - 4,444,133.431   482,803.542   MT  0.99960364   -0 07 48.6
 KV5916
 KV5916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5916!SPC PA S     -   0.99999135  x   0.99997344  =   0.99996479
 KV5916!UTM  18      -   0.99999135  x   0.99960364  =   0.99959499
 KV5916
 KV5916:                Primary Azimuth Mark                     Grid Az
 KV5916:SPC PA S     -  CHURCH OF THE OPEN DOOR SPIRE            034 23 50.2
 KV5916:UTM  18      -  CHURCH OF THE OPEN DOOR SPIRE            036 10 50.3
 KV5916
 KV5916|---------------------------------------------------------------------|
 KV5916| PID    Reference Object                     Distance      Geod. Az  |
 KV5916|                                                           dddmmss.s |
 KV5916| CS3453 CHURCH OF THE OPEN DOOR SPIRE                      0360301.7 |
 KV5916| KV6117 HIGHLAND AZ MK                      APPROX. 0.5 KM 0362035.6 |
 KV5916| CS3472 HIGHLAND RM 1                        20.594 METERS 10842     |
 KV5916| CS3473 HIGHLAND RM 2                        24.074 METERS 22017     |
 KV5916| CS3498 NICOLET COMPANY STACK                              2832527.6 |
 KV5916| CS3535 TRINITY EPISCOPAL CH SPIRE                         2945850.1 |
 KV5916| CS3529 ST MARYS VILLA FLAGPOLE                            3123909.6 |
 KV5916| CS3483 LOCH ALSH STANDPIPE                                3413958.4 |
 KV5916|---------------------------------------------------------------------|
 KV5916
 KV5916                          SUPERSEDED SURVEY CONTROL
 KV5916
 KV5916  NAD 83(1996)-  40 08 50.52581(N)    075 12 06.81508(W) AD(       ) 2
 KV5916  NAD 83(1991)-  40 08 50.52421(N)    075 12 06.81785(W) AD(       ) 2
 KV5916  ELLIP H (01/27/92)   55.43   (m)                       GP(       ) 4 1
 KV5916  NAD 83(1986)-  40 08 50.52164(N)    075 12 06.81935(W) AD(       ) 2
 KV5916  NGVD 29 (07/14/89)   89.2    (m)          293.     (f) GPS OBS        
 KV5916
 KV5916.Superseded values are not recommended for survey control.
 KV5916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5916.See file dsdata.txt to determine how the superseded data were derived.
 KV5916
 KV5916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8280444133(NAD 83)
 KV5916_MARKER: DH = HORIZONTAL CONTROL DISK
 KV5916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV5916_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KV5916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5916+STABILITY: SURFACE MOTION
 KV5916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5916+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2005
 KV5916
 KV5916  HISTORY     - Date     Condition        Report By
 KV5916  HISTORY     - 1984     MONUMENTED       PADT
 KV5916  HISTORY     - 20011110 GOOD             USPSQD
 KV5916  HISTORY     - 20051124 GOOD             INDIV
 KV5916
 KV5916                          STATION DESCRIPTION
 KV5916
 KV5916'DESCRIBED BY PA DEPT OF TRANSP 1984 (RBG)
 KV5916'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTHWEST OF DRESHER,
 KV5916'1.9 KM (1.2 MI) NORTH-NORTHEAST OF THE FORT WASHINGTON INTERCHANGE
 KV5916'OF THE PENNSYLVANIA TURNPIKE
 KV5916'AND 0.8 KM (0.5 MI) EAST OF AMBLER IN UPPER DUBLIN TOWNSHIP IN THE
 KV5916'NORTHWEST CORNER OF THE HIGHLAND AVENUE AND FORT WASHINGTON AVENUE
 KV5916'INTERSECTION.
 KV5916'OWNERSHIP--THE FORT WASHINGTON ELEMENTARY SCHOOL
 KV5916'
 KV5916'TO REACH THE STATION FROM THE POST OFFICE IN AMBLER, GO
 KV5916'NORTHEAST FOR .7 KM (.45 MI) ON BUTLER AVENUE TO BETHLEHEM PIKE,
 KV5916'TURN RIGHT AND GO SOUTH FOR 1 KM (.65 MI) ON BEHTLEHEM PIKE TO
 KV5916'HIGHLAND AVENUE,
 KV5916'TURN LEFT AND GO EAST-SOUTHEAST FOR 1 KM (.65 MI) ON HIGHLAND
 KV5916'AVENUE TO FORT WASHINGTON AVENUE AND THE STATION ON THE LEFT.
 KV5916'
 KV5916'THE STATION IS A STANDARD PADT DISK
 KV5916'STAMPED---HIGHLAND 1984---,
 KV5916'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5916'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV5916'24.26 METERS (79.6 FT) NORTHEAST FROM THE NORTH CURB OF HIGHLAND
 KV5916'AVENUE,
 KV5916'22.65 METERS (74.3 FT) NORTH-NORTHWEST FROM A POWER POLE NUMBER 5699,
 KV5916'20.51 METERS (7.3 FT) NORTH-NORTHWEST FROM A 14 INCH DIAMETER MAPLE
 KV5916'TREE,
 KV5916'20.06 METERS (65.8 FT) NORTHWEST FROM THE WEST CURB OF FORT
 KV5916'WASHINGTON AVENUE AND
 KV5916'15.48 METERS (50.8 FT) SOUTHWEST FROM THE SOUTH EDGE OF THE
 KV5916'SCHOOL DRIVEWAY.
 KV5916'THE UNDERGROUND MARK IS A STANDARD PADT DISK
 KV5916'STAMPED---HIGHLAND 1984---,
 KV5916'SET INTO AN IRREGULAR MASS OF CONCRETE 1.16 METERS BELOW THE SURFACE.
 KV5916'
 KV5916'REFERENCE MARK NO. 1 IS A STANDARD PADT DISK
 KV5916'STAMPED---HIGHLAND NO.1 1984---,
 KV5916'SET INTO THE TOP OF CONCRETE CURB IN THE
 KV5916'SOUTHWEST CORNER OF SCHOOL DRIVEWAY AND FORT
 KV5916'WASHINGTON AVENUE INTERSECTION.
 KV5916'LOCATED 31.08 M (102.0 FT) NORTHEAST OF HIGHLAND AVENUE,
 KV5916'19.60 METERS (64.3 FT) NORTHEAST FROM A 14 INCH DIAMETER MAPLE TREE,
 KV5916'AND 18.59 M (61.0 FT) NORTHEAST FROM POWER POLE NUMBER 5699.
 KV5916'MARK IS 1.0 METERS ABOVE STATION.
 KV5916'
 KV5916'REFERENCE MARK NO. 2 IS A STANDARD PADT DISK
 KV5916'STAMPED---HIGHLAND NO. 2 1984---,
 KV5916'SET INTO THE TOP OF CONCRETE CURB ON THE NORTH SIDE OF HIGHLAND
 KV5916'AVENUE. LOCATED 20.72 METERS (68.0 FEET) NORTHWEST OF FORT WASHINGTON
 KV5916'AVENUE,
 KV5916'15.88 METERS (52.1 FT) NORTHWEST FROM A TRAFFIC LIGHT POST AND
 KV5916'15.33 METERS (50.3 FT) NORTHEAST FROM A POWER POLE NUMBER 89936.
 KV5916'MARK IS .21 METERS ABOVE THE STATION.
 KV5916'
 KV5916'AZIMUTH MARK NO. 1 IS A STANDARD PADT DISK
 KV5916'STAMPED---HIGHLAND 1984---,
 KV5916'SET INTO THE TOP OF CONCRETE CURBING ON THE SOUTH SIDE OF LOCH ALSH
 KV5916'AVENUE IN FRONT OF UPPER DUBLIN HIGH SCHOOL.
 KV5916'LOCATED 31.08 METERS (102.00 FT) NORTHWEST OF FORT WASHINGTON
 KV5916'AVENUE, 29.26 METERS (96.0 FT) NORTHWEST FROM A POWER POLE NUMBER
 KV5916'5686,
 KV5916'19.05 METERS (62.5 FT) NORTH-NORTHWEST FROM A 6 INCH DIAMETER MAPLE
 KV5916'TREE,
 KV5916'17.92 METERS (58.8 FT) SOUTHEAST FROM A POWER POLE NUMBER 84732, AND
 KV5916'1.22 METERS (4.0 FT) NORTHWEST FROM THE WEST EDGE OF A DRIVEWAY.
 KV5916'TO REACH THE AZIMUTH FROM THE STATION,
 KV5916'GO NORTHEAST FOR .53 KM (.32 MI) ON FORT WASHINGTON AVENUE TO LOCH
 KV5916'ALSH AVENUE,
 KV5916'TURN LEFT AND GO NORTHWEST FOR 31.08 METERS (102.0 FT) ON LOCH ALSH
 KV5916'AVENUE TO THE MARK ON THE LEFT.
 KV5916'
 KV5916'THE NICOLET COMPANY STACK, THE TRINITY EPISCOPAL CHURCH SPIRE, THE
 KV5916'ST. MARYS VILLA FLAGPOLE, THE LOCH ALSH STANDPIPE AND THE CHURCH OF
 KV5916'THE OPEN DOOR SPIRE ARE INTENDED FOR USE AS SECONDARY AZIMUTH MARKS.
 KV5916'DESCRIBED BY R. B. GROSSER.
 KV5916
 KV5916                          STATION RECOVERY (2001)
 KV5916
 KV5916'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 KV5916'FOUND THE STATION IN GOOD CONDITION.  FOUND THE REFERENCE MARK NO 1 IN
 KV5916'GOOD CONDITION,FOUND THE REFERENCE MARK NO 2 IN GOOD CONDITION. FOUND
 KV5916'THE AZIMUTH MARK NO 1 IN GOOD CONDITION.
 KV5916
 KV5916                          STATION RECOVERY (2005)
 KV5916
 KV5916'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (HBH)
 KV5916'STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND AZIMUTH MARK
 KV5916'FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2356 ***********************************************************************
 MA2356  DESIGNATION -  HIGHLAND 1926
 MA2356  PID         -  MA2356
 MA2356  STATE/COUNTY-  PA/ELK
 MA2356  USGS QUAD   -  JAMES CITY (1966)
 MA2356
 MA2356                         *CURRENT SURVEY CONTROL
 MA2356  ___________________________________________________________________
 MA2356* NAD 83(1992)-  41 33 49.55053(N)    078 51 55.79316(W)     ADJUSTED  
 MA2356* NAVD 88     -       646.     (meters)    2119.     (feet)  SCALED    
 MA2356  ___________________________________________________________________
 MA2356  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 MA2356  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 MA2356
 MA2356  HORZ ORDER  -  THIRD
 MA2356
 MA2356.The horizontal coordinates were established by classical geodetic methods
 MA2356.and adjusted by the National Geodetic Survey in June 2002..
 MA2356
 MA2356.The orthometric height was scaled from a topographic map.
 MA2356
 MA2356.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2356
 MA2356.The geoid height was determined by GEOID03.
 MA2356
 MA2356;                    North         East     Units Scale Factor Converg.
 MA2356;SPC PA N     -   155,752.934   506,957.887   MT  0.99996009   -0 44 16.6
 MA2356;SPC PA N     -   510,999.42  1,663,244.33   sFT  0.99996009   -0 44 16.6
 MA2356;UTM  17      - 4,603,543.361   677,981.588   MT  0.99998984   +1 24 59.4
 MA2356
 MA2356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2356!SPC PA N     -   0.99990372  x   0.99996009  =   0.99986381
 MA2356!UTM  17      -   0.99990372  x   0.99998984  =   0.99989356
 MA2356
 MA2356:                Primary Azimuth Mark                     Grid Az
 MA2356:SPC PA N     -  HANLEY FIRE TOWER                        190 26 45.7
 MA2356:UTM  17      -  HANLEY FIRE TOWER                        188 17 29.7
 MA2356
 MA2356|---------------------------------------------------------------------|
 MA2356| PID    Reference Object                     Distance      Geod. Az  |
 MA2356|                                                           dddmmss.s |
 MA2356| MA2354 HANLEY FIRE TOWER                   APPROX. 2.5 KM 1894229.1 |
 MA2356|---------------------------------------------------------------------|
 MA2356
 MA2356                          SUPERSEDED SURVEY CONTROL
 MA2356
 MA2356  NAD 83(1996)-  41 33 49.55177(N)    078 51 55.79422(W) AD(       ) 3
 MA2356  NAD 83(1986)-  41 33 49.55212(N)    078 51 55.79338(W) AD(       ) 3
 MA2356  NAD 27      -  41 33 49.33547(N)    078 51 56.66614(W) AD(       ) 3
 MA2356
 MA2356.Superseded values are not recommended for survey control.
 MA2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2356.See file dsdata.txt to determine how the superseded data were derived.
 MA2356
 MA2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG7798203543(NAD 83)
 MA2356_MARKER: DD = SURVEY DISK
 MA2356_SETTING: 66 = SET IN ROCK OUTCROP
 MA2356_SP_SET: SET IN ROCK OUTCROP
 MA2356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA2356+STABILITY: POSITION/ELEVATION WELL
 MA2356
 MA2356  HISTORY     - Date     Condition        Report By
 MA2356  HISTORY     - 1926     MONUMENTED       USGS
 MA2356  HISTORY     - 20040816 MARK NOT FOUND   USPSQD
 MA2356
 MA2356                          STATION DESCRIPTION
 MA2356
 MA2356'DESCRIBED BY US GEOLOGICAL SURVEY 1926
 MA2356'LOCATED IN HIGHLAND TOWNSHIP ON RIDGE ABOUT 900 FT W. OF RIDGWAY-
 MA2356'SHEFFIELD PUBLIC RD. AT POINT 0.7 MI NW. OF HIGHLAND, 263 FT NW. OF
 MA2356'MANUFACTURERS GAS COMPANY GAS WELL NO. 190 WHICH IS SITUATED IN SMALL
 MA2356'CLEARING ABOUT 600 FT W. OF RD. ON RIGHT-OF-WAY OF 6-IN. GAS LINE.
 MA2356'STATION IS 70 FT N. OF RD. LEADING FROM MAIN RD. BY WAY OF GAS WELL
 MA2356'TO OTHER WELLS TO W.  OBSERVING PLATFORM BUILT OF LUMBER WAS ERECTED
 MA2356'IN TOP OF 75-FT FORKED CHERRY TREE AND IS 58 FT FROM GROUND.
 MA2356'
 MA2356'SIGNAL AND INSTRUMENT SUPPORT, TRIPOD BUILT OF 4- BY 6-IN. SAWED
 MA2356'LUMBER BRACED BY POLES AND WIRE GUYS.  INSTRUMENT WAS SET ON TOP OF
 MA2356'TRIPOD AND WAS 62 FT ABOVE GROUND.
 MA2356'
 MA2356'SIGNAL FLAGS AND TARGETS ON 2- BY 4-IN. LUMBER SPIKED TOGETHER AND
 MA2356'BOLTED TO CENTER POLE OF TRIPOD AND WAS 20 FT ABOVE TOP OF TRIPOD.
 MA2356'
 MA2356'STATION MARK IS STANDARD DISK IN 6- BY 8- BY 30-IN. SANDSTONE SET
 MA2356'IN GROUND DIRECTLY UNDER INSTRUMENT AND SIGNAL.
 MA2356'
 MA2356'REFERENCE MARK NO. 1 IS NAIL IN TRIANGLE CUT IN FACE OF 6-IN. CHERRY
 MA2356'TREE S. 70 DEG. W. DISTANT 54.75 FT.
 MA2356'
 MA2356'REFERENCE MARK NO. 2 IS NAIL IN TRIANGLE CUT IN FACE OF 48-IN. CHERRY
 MA2356'TREE N. 56 DEG. W DISTANT 5.84 FT.
 MA2356'
 MA2356'REFERENCE MARK NO. 3 IS NAIL IN TRIANGLE CUT IN FACE OF 8-IN. CHERRY
 MA2356'TREE N. 12 DEG. W., DISTANT 32.34 FT.
 MA2356'
 MA2356'REFERENCE MARK NO. 4 IS NAIL IN TRIANGLE CUT IN FACE OF 6-IN. MAPLE
 MA2356'TREE N. 45 DEG. E., DISTANT 28.10 FT.
 MA2356'
 MA2356'REFERENCE MARK NO. 5 IS NAIL IN TRIANGLE CUT IN FACE OF 10-IN. CHERRY
 MA2356'TREE S. 31 DEG. E., DISTANT 50.37 FT.
 MA2356
 MA2356                          STATION RECOVERY (2004)
 MA2356
 MA2356'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA2356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1728 ***********************************************************************
 JU1728  DESIGNATION -  HIGHLAND AZ MK
 JU1728  PID         -  JU1728
 JU1728  STATE/COUNTY-  PA/CHESTER
 JU1728  USGS QUAD   -  PARKESBURG (1992)
 JU1728
 JU1728                         *CURRENT SURVEY CONTROL
 JU1728  ___________________________________________________________________
 JU1728* NAD 83(1992)-  39 56 03.95345(N)    075 54 29.93786(W)     ADJUSTED  
 JU1728* NAVD 88     -       196.074  (meters)     643.29   (feet)  ADJUSTED  
 JU1728  ___________________________________________________________________
 JU1728  X           -   1,192,417.243 (meters)                     COMP
 JU1728  Y           -  -4,750,129.903 (meters)                     COMP
 JU1728  Z           -   4,072,510.264 (meters)                     COMP
 JU1728  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 JU1728  ELLIP HEIGHT-         162.68  (meters)          (06/21/02) GPS OBS
 JU1728  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 JU1728  DYNAMIC HT  -         195.975 (meters)     642.96  (feet)  COMP
 JU1728  MODELED GRAV-     980,115.4   (mgal)                       NAVD 88
 JU1728
 JU1728  HORZ ORDER  -  SECOND
 JU1728  VERT ORDER  -  SECOND    CLASS 0
 JU1728  ELLP ORDER  -  FOURTH    CLASS I
 JU1728
 JU1728.The horizontal coordinates were established by GPS observations
 JU1728.and adjusted by the National Geodetic Survey in June 2002..
 JU1728
 JU1728.The orthometric height was determined by differential leveling
 JU1728.and adjusted by the National Geodetic Survey in June 1991..
 JU1728
 JU1728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU1728
 JU1728.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1728
 JU1728.The ellipsoidal height was determined by GPS observations
 JU1728.and is referenced to NAD 83.
 JU1728
 JU1728.The geoid height was determined by GEOID03.
 JU1728
 JU1728.The dynamic height is computed by dividing the NAVD 88
 JU1728.geopotential number by the normal gravity value computed on the
 JU1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1728.degrees latitude (g = 980.6199 gals.).
 JU1728
 JU1728.The modeled gravity was interpolated from observed gravity values.
 JU1728
 JU1728;                    North         East     Units Scale Factor Converg.
 JU1728;SPC PA S     -    68,384.200   757,407.376   MT  0.99999983   +1 11 41.5
 JU1728;SPC PA S     -   224,357.16  2,484,927.37   sFT  0.99999983   +1 11 41.5
 JU1728;UTM  18      - 4,420,874.699   422,391.726   MT  0.99967415   -0 34 59.1
 JU1728
 JU1728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1728!SPC PA S     -   0.99997448  x   0.99999983  =   0.99997431
 JU1728!UTM  18      -   0.99997448  x   0.99967415  =   0.99964864
 JU1728
 JU1728                          SUPERSEDED SURVEY CONTROL
 JU1728
 JU1728  NAD 83(1991)-  39 56 03.95036(N)    075 54 29.93991(W) AD(       ) 2
 JU1728  ELLIP H (01/27/92)  162.81   (m)                       GP(       ) 4 1
 JU1728  NAD 83(1986)-  39 56 03.94452(N)    075 54 29.94477(W) AD(       ) 2
 JU1728  NGVD 29 (??/??/??)  196.358  (m)          644.22   (f) ADJUSTED    2 0
 JU1728
 JU1728.Superseded values are not recommended for survey control.
 JU1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1728.See file dsdata.txt to determine how the superseded data were derived.
 JU1728
 JU1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK2239220875(NAD 83)
 JU1728_MARKER: DZ = AZIMUTH MARK DISK
 JU1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1728_STAMPING: HIGHLAND 1966
 JU1728_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU1728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1728+STABILITY: SURFACE MOTION
 JU1728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1728+SATELLITE: SATELLITE OBSERVATIONS - 1987
 JU1728
 JU1728  HISTORY     - Date     Condition        Report By
 JU1728  HISTORY     - 1966     MONUMENTED       CGS
 JU1728  HISTORY     - 1987     GOOD             PADT
 JU1728  HISTORY     - 20050905 GOOD             GEOCAC
 JU1728
 JU1728                          STATION DESCRIPTION
 JU1728
 JU1728'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1728'1.8 MI S FROM PARKESBURG.
 JU1728'1.6 MILES SOUTH ALONG STATE HIGHWAY 10 FROM ITS JUNCTION WITH
 JU1728'STATE HIGHWAY 372 IN PARKESBURG TO A PAVED ROAD LEADING SOUTH
 JU1728'AT THE NORTH END OF A SHARP CURVE IN HIGHWAY, THENCE, SOUTH ON
 JU1728'PAVED ROAD 0.2 MILE, 57 FEET SOUTH OF A POWER LINE POLE, 13 FEET
 JU1728'EAST OF THE APPROXIMATE CENTER OF PAVED ROAD, SET IN THE TOP
 JU1728'OF A CONCRETE POST, FLUSH, AND IS ABOUT LEVEL WITH THE PAVED
 JU1728'ROAD.
 JU1728
 JU1728                          STATION RECOVERY (1987)
 JU1728
 JU1728'RECOVERY NOTE BY PA DEPT OF TRANSP 1987 (BMP)
 JU1728'THE STATION WAS RECOVERED AT THIS DATE.
 JU1728'THE STATION WAS ALSO POSITIONED AT THIS DATE.
 JU1728'THE STATION WAS OCCUPIED BY GPS AT THIS DATE.  THE STATION WAS ALSO
 JU1728'POSITIONED BY TRAVERSE FROM STATION HIGHLAND 1966 AT THIS DATE. A
 JU1728'NEW TO REACH STATEMENT AND ADDITIONAL REFERENCE OBJECTS FOR THE
 JU1728'STATION ARE INCLUDED IN THE FOLLOWING TEXT.
 JU1728'
 JU1728'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI)
 JU1728'NORTH OF COCHRANVILLE, AND
 JU1728'2.4 KM (1.5 MI) SOUTH OF PARKESBURG.
 JU1728'OWNERSHIP--MR. Z. E. CANALE, 357 MARTIN ROAD, RD 3, COATSVILLE,
 JU1728'PA. 19320
 JU1728'
 JU1728'TO REACH THE STATION FROM THE POST OFFICE, LOCATED ON FIRST AVENUE
 JU1728'(STATE ROUTE 372) IN PARKESBURG, GO EAST FOR 0.7 KM (0.45 MI) ON
 JU1728'FIRST AVENUE (STATE ROUTE 372) TO STATE ROUTE 10,
 JU1728'TURN RIGHT AND GO SOUTH FOR 2.4 KM (1.5 MI) ON STATE ROUTE 10 TO
 JU1728'THE CROSSING OF HIGHLAND ROAD,
 JU1728'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.16 KM (0.1 MI) ON STATE
 JU1728'ROUTE 10 TO A Y-INTERSECTION AT MARTIN ROAD,
 JU1728'TURN LEFT AND GO SOUTH-SOUTHEAST FOR 0.32 KM (.02 MI) ON MARTIN
 JU1728'ROAD TO THE SOUTH END OF A POLE FENCE AT A WHITE STUCCO HOUSE AND
 JU1728'THE STATION ON THE LEFT.
 JU1728'
 JU1728'THE STATION IS A STANDARD NGS DISK
 JU1728'STAMPED---HIGHLAND 1966---,
 JU1728'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 JU1728'30 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 JU1728'0.6 METERS (1.97 FT) EAST FROM THE POLE FENCE,
 JU1728'2.3 METERS (7.5 FT) NORTH-NORTHEAST FROM THE END OF THE FENCE,
 JU1728'2.6 METERS (8.66 FT) NORTH-NORTHWEST FROM A WITNESS POST, AND
 JU1728'3.9 METERS (12.8 FT) EAST FROM THE CENTER OF MARTIN ROAD.
 JU1728'
 JU1728'DESCRIBED BY B. M. PUTZIGER.
 JU1728
 JU1728                          STATION RECOVERY (2005)
 JU1728
 JU1728'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 JU1728'STATION IS 57.2 FEET SOUTH OF A POWER POLE, 13 FEET EAST OF THE ROAD
 JU1728'CENTER, 4 FEET WEST OF A LARGE PINE TREE.
 JU1728' 
 JU1728'N 39 56 04.0 W 076 54 30.0
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6117 ***********************************************************************
 KV6117  DESIGNATION -  HIGHLAND AZ MK
 KV6117  PID         -  KV6117
 KV6117  STATE/COUNTY-  PA/MONTGOMERY
 KV6117  USGS QUAD   -  AMBLER (1983)
 KV6117
 KV6117                         *CURRENT SURVEY CONTROL
 KV6117  ___________________________________________________________________
 KV6117* NAD 83(1992)-  40 09 04.40276(N)    075 11 53.51174(W)     ADJUSTED  
 KV6117* NAVD 88     -        92.     (meters)     302.     (feet)  VERTCON   
 KV6117  ___________________________________________________________________
 KV6117  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 KV6117  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 KV6117
 KV6117  HORZ ORDER  -  THIRD
 KV6117
 KV6117.The horizontal coordinates were established by classical geodetic methods
 KV6117.and adjusted by the National Geodetic Survey in June 2002..
 KV6117.No horizontal observational check was made to the station.
 KV6117
 KV6117.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6117
 KV6117.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6117
 KV6117.The geoid height was determined by GEOID03.
 KV6117
 KV6117;                    North         East     Units Scale Factor Converg.
 KV6117;SPC PA S     -    93,955.033   817,390.678   MT  0.99997308   +1 39 20.1
 KV6117;SPC PA S     -   308,250.80  2,681,722.58   sFT  0.99997308   +1 39 20.1
 KV6117;UTM  18      - 4,444,560.537   483,119.277   MT  0.99960351   -0 07 40.1
 KV6117
 KV6117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6117!SPC PA S     -   0.99999079  x   0.99997308  =   0.99996387
 KV6117!UTM  18      -   0.99999079  x   0.99960351  =   0.99959430
 KV6117
 KV6117                          SUPERSEDED SURVEY CONTROL
 KV6117
 KV6117  NAD 83(1996)-  40 09 04.40173(N)    075 11 53.51073(W) AD(       ) 3
 KV6117  NAD 83(1991)-  40 09 04.40014(N)    075 11 53.51348(W) AD(       ) 3
 KV6117  NAD 83(1986)-  40 09 04.39772(N)    075 11 53.51524(W) AD(       ) 3
 KV6117  NGVD 29 (02/23/90)   93.     (m)          305.     (f) VERT ANG       
 KV6117
 KV6117.Superseded values are not recommended for survey control.
 KV6117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6117.See file dsdata.txt to determine how the superseded data were derived.
 KV6117
 KV6117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8311944561(NAD 83)
 KV6117_MARKER: DZ = AZIMUTH MARK DISK
 KV6117_SETTING: 0 = UNSPECIFIED SETTING
 KV6117_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6117+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2005
 KV6117
 KV6117  HISTORY     - Date     Condition        Report By
 KV6117  HISTORY     - 1984     MONUMENTED       PADT
 KV6117  HISTORY     - 20011110 GOOD             USPSQD
 KV6117  HISTORY     - 20051124 GOOD             INDIV
 KV6117
 KV6117                          STATION DESCRIPTION
 KV6117
 KV6117'DESCRIBED BY PA DEPT OF TRANSP 1984 (RBG)
 KV6117'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI)
 KV6117'EAST OF AMBLER,
 KV6117'3.0 KM (1.85 MI) NORTHWEST OF DRESHER, AND
 KV6117'2.0 KM (1.2 MI) NORTH-NORTHEAST OF THE FORT WASHINGTON INTERCHANGE
 KV6117'OF THE PENNSYLVANIA TURNPIKE, IN UPPER DUBLIN TOWNSHIP, AT THE
 KV6117'SOUTHWEST CORNER OF THE LOCH ALSH AVENUE AND FORT WASHINGTON AVENUE
 KV6117'INTERSECTION.
 KV6117'OWNERSHIP--DUBLIN TOWNSHIP
 KV6117'
 KV6117'TO REACH THE STATION FROM THE POST OFFICE IN AMBLER, GO
 KV6117'NORTHEAST FOR 0.7 KM (0.45 MI) ON BUTLER AVENUE TO BETHLEHEM PIKE,
 KV6117'TURN RIGHT AND GO SOUTH FOR 1.0 KM (0.65 MI) ON BETHLEHEM PIKE
 KV6117'TO HIGHLAND AVENUE, TURN LEFT AND GO EAST-SOUTHEAST FOR 1.0 KM
 KV6117'(0.65 MI) ON HIGHLAND AVENUE TO FORT WASHINGTON AVENUE,
 KV6117'TURN LEFT AND GO NORTHEAST FOR 0.53 KM (0.32 MI) ON FORT WASHINGTON
 KV6117'AVENUE TO LOCH ALSH AVENUE,
 KV6117'TURN LEFT AND GO NORTHWEST FOR 31.08 METERS (102.0 FT) ON LOCH ALSH
 KV6117'AVENUE TO THE STATION ON THE LEFT.
 KV6117'
 KV6117'THE STATION IS A STANDARD PADT DISK
 KV6117'STAMPED---HIGHLAND 1984---,
 KV6117'SET INTO THE TOP OF CONCRETE CURBING ON THE SOUTH SIDE OF LOCH ALSH
 KV6117'AVENUE,
 KV6117'IN FRONT OF UPPER DUBLIN HIGH SCHOOL.
 KV6117'LOCATED 31.08 METERS (102.0 FT) NORTHWEST OF FORT WASHINGTON AVENUE,
 KV6117'29.26 METERS (96.0 FT) NORTHWEST FROM A POWER POLE NUMBER 5686,
 KV6117'19.05 METERS (62.5 FT) NORTH-NORTHWEST FROM A 6 INCH DIAMETER MAPLE
 KV6117'TREE,
 KV6117'17.92 METERS (58.8 FT) SOUTHEAST FROM A POWER POLE NUMBER 84732, AND
 KV6117'1.22 METERS (4.0 FT) NORTHWEST FROM THE WEST EDGE OF A DRIVEWAY.
 KV6117'
 KV6117'DESCRIBED BY R. B. GROSSER.
 KV6117
 KV6117                          STATION RECOVERY (2001)
 KV6117
 KV6117'RECOVERY NOTE BY US POWER SQUADRON 2001 (JJC)
 KV6117'RECOVERED IN GOOD CONDITION.
 KV6117
 KV6117                          STATION RECOVERY (2005)
 KV6117
 KV6117'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (HBH)
 KV6117'AZIMUTH MARK RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1727 ***********************************************************************
 JU1727  DESIGNATION -  HIGHLAND RM 1
 JU1727  PID         -  JU1727
 JU1727  STATE/COUNTY-  PA/CHESTER
 JU1727  USGS QUAD   -  PARKESBURG (1992)
 JU1727
 JU1727                         *CURRENT SURVEY CONTROL
 JU1727  ___________________________________________________________________
 JU1727* NAD 83(1992)-  39 56 19.31974(N)    075 54 46.00240(W)     ADJUSTED  
 JU1727* NAVD 88     -       213.257  (meters)     699.66   (feet)  ADJUSTED  
 JU1727  ___________________________________________________________________
 JU1727  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 JU1727  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JU1727  DYNAMIC HT  -         213.149 (meters)     699.31  (feet)  COMP
 JU1727  MODELED GRAV-     980,114.6   (mgal)                       NAVD 88
 JU1727
 JU1727  HORZ ORDER  -  SECOND
 JU1727  VERT ORDER  -  SECOND    CLASS 0
 JU1727
 JU1727.The horizontal coordinates were established by classical geodetic methods
 JU1727.and adjusted by the National Geodetic Survey in June 2002..
 JU1727.No horizontal observational check was made to the station.
 JU1727
 JU1727.The orthometric height was determined by differential leveling
 JU1727.and adjusted by the National Geodetic Survey in June 1991..
 JU1727
 JU1727.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1727
 JU1727.The geoid height was determined by GEOID03.
 JU1727
 JU1727.The dynamic height is computed by dividing the NAVD 88
 JU1727.geopotential number by the normal gravity value computed on the
 JU1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1727.degrees latitude (g = 980.6199 gals.).
 JU1727
 JU1727.The modeled gravity was interpolated from observed gravity values.
 JU1727
 JU1727;                    North         East     Units Scale Factor Converg.
 JU1727;SPC PA S     -    68,850.090   757,016.176   MT  0.99999917   +1 11 31.1
 JU1727;SPC PA S     -   225,885.67  2,483,643.90   sFT  0.99999917   +1 11 31.1
 JU1727;UTM  18      - 4,421,352.347   422,015.292   MT  0.99967487   -0 35 09.6
 JU1727
 JU1727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1727!SPC PA S     -   0.99997179  x   0.99999917  =   0.99997096
 JU1727!UTM  18      -   0.99997179  x   0.99967487  =   0.99964667
 JU1727
 JU1727                          SUPERSEDED SURVEY CONTROL
 JU1727
 JU1727  NAD 83(1991)-  39 56 19.31697(N)    075 54 46.00385(W) AD(       ) 2
 JU1727  NAD 83(1986)-  39 56 19.35430(N)    075 54 45.93996(W) AD(       ) 2
 JU1727  NGVD 29 (??/??/??)  213.541  (m)          700.59   (f) ADJUSTED    2 0
 JU1727
 JU1727.Superseded values are not recommended for survey control.
 JU1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1727.See file dsdata.txt to determine how the superseded data were derived.
 JU1727
 JU1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK2201521352(NAD 83)
 JU1727_MARKER: DR = REFERENCE MARK DISK
 JU1727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1727_STAMPING: HIGHLAND NO 1 1966
 JU1727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1727+STABILITY: SURFACE MOTION
 JU1727
 JU1727  HISTORY     - Date     Condition        Report By
 JU1727  HISTORY     - 1966     MONUMENTED       CGS
 JU1727
 JU1727                          STATION DESCRIPTION
 JU1727
 JU1727'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1727'1.6 MI S FROM PARKESBURG.
 JU1727'AT THE HIGHLAND STATION SITE-- 84.48 FEET NORTHEAST OF THE
 JU1727'STATION, 105 FEET NORTHWEST OF THE APPROXIMATE CENTER OF HIGHLAND
 JU1727'ROAD, 3.9 FEET SOUTHWEST OF A METAL WITNESS SIGN, SET IN THE
 JU1727'TOP OF A CONCRETE POST PROJECTING 5-INCHES AND IS ABOUT 1 FOOT
 JU1727'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1725 ***********************************************************************
 JU1725  DESIGNATION -  HIGHLAND RM 2
 JU1725  PID         -  JU1725
 JU1725  STATE/COUNTY-  PA/CHESTER
 JU1725  USGS QUAD   -  PARKESBURG (1992)
 JU1725
 JU1725                         *CURRENT SURVEY CONTROL
 JU1725  ___________________________________________________________________
 JU1725* NAD 83(1992)-  39 56 18.03694(N)    075 54 47.48565(W)     ADJUSTED  
 JU1725* NAVD 88     -       213.300  (meters)     699.80   (feet)  ADJUSTED  
 JU1725  ___________________________________________________________________
 JU1725  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 JU1725  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 JU1725  DYNAMIC HT  -         213.192 (meters)     699.45  (feet)  COMP
 JU1725  MODELED GRAV-     980,114.6   (mgal)                       NAVD 88
 JU1725
 JU1725  HORZ ORDER  -  SECOND
 JU1725  VERT ORDER  -  SECOND    CLASS 0
 JU1725
 JU1725.The horizontal coordinates were established by classical geodetic methods
 JU1725.and adjusted by the National Geodetic Survey in June 2002..
 JU1725.No horizontal observational check was made to the station.
 JU1725
 JU1725.The orthometric height was determined by differential leveling
 JU1725.and adjusted by the National Geodetic Survey in June 1991..
 JU1725
 JU1725.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU1725
 JU1725.The geoid height was determined by GEOID03.
 JU1725
 JU1725.The dynamic height is computed by dividing the NAVD 88
 JU1725.geopotential number by the normal gravity value computed on the
 JU1725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1725.degrees latitude (g = 980.6199 gals.).
 JU1725
 JU1725.The modeled gravity was interpolated from observed gravity values.
 JU1725
 JU1725;                    North         East     Units Scale Factor Converg.
 JU1725;SPC PA S     -    68,809.801   756,981.792   MT  0.99999922   +1 11 30.2
 JU1725;SPC PA S     -   225,753.49  2,483,531.10   sFT  0.99999922   +1 11 30.2
 JU1725;UTM  18      - 4,421,313.157   421,979.686   MT  0.99967494   -0 35 10.6
 JU1725
 JU1725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1725!SPC PA S     -   0.99997178  x   0.99999922  =   0.99997100
 JU1725!UTM  18      -   0.99997178  x   0.99967494  =   0.99964673
 JU1725
 JU1725                          SUPERSEDED SURVEY CONTROL
 JU1725
 JU1725  NAD 83(1991)-  39 56 18.03421(N)    075 54 47.48715(W) AD(       ) 2
 JU1725  NAD 83(1986)-  39 56 18.08534(N)    075 54 47.44245(W) AD(       ) 2
 JU1725  NGVD 29 (??/??/??)  213.583  (m)          700.73   (f) ADJUSTED    2 0
 JU1725
 JU1725.Superseded values are not recommended for survey control.
 JU1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1725.See file dsdata.txt to determine how the superseded data were derived.
 JU1725
 JU1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK2198021313(NAD 83)
 JU1725_MARKER: DR = REFERENCE MARK DISK
 JU1725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU1725_STAMPING: HIGHLAND NO 2 1966
 JU1725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1725+STABILITY: SURFACE MOTION
 JU1725
 JU1725  HISTORY     - Date     Condition        Report By
 JU1725  HISTORY     - 1966     MONUMENTED       CGS
 JU1725
 JU1725                          STATION DESCRIPTION
 JU1725
 JU1725'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1725'1.6 MI S FROM PARKESBURG.
 JU1725'AT THE HIGHLAND STATION SITE-- 91.27 FEET SOUTHWEST OF THE
 JU1725'STATION, 59 FEET SOUTH OF THE APPROXIMATE CENTER OF A TRACK
 JU1725'ROAD, 34 FEET NORTHWEST OF POWERLINE POLE NO 91125, 20 FEET
 JU1725'NORTHWEST OF THE APPROXIMATE CENTER OF HIGHLAND ROAD, SET IN THE
 JU1725'TOP OF A CONCRETE POST PROJECTING 4-INCHES AND IS ABOUT 1 FOOT
 JU1725'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1647 ***********************************************************************
 KV1647  DESIGNATION -  HIGHWAY
 KV1647  PID         -  KV1647
 KV1647  STATE/COUNTY-  PA/LEHIGH
 KV1647  USGS QUAD   -  CATASAUQUA (1992)
 KV1647
 KV1647                         *CURRENT SURVEY CONTROL
 KV1647  ___________________________________________________________________
 KV1647* NAD 83(1992)-  40 38 36.01473(N)    075 25 54.90415(W)     ADJUSTED  
 KV1647* NAVD 88     -       114.480  (meters)     375.59   (feet)  ADJUSTED  
 KV1647  ___________________________________________________________________
 KV1647  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 KV1647  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 KV1647  DYNAMIC HT  -         114.425 (meters)     375.41  (feet)  COMP
 KV1647  MODELED GRAV-     980,138.7   (mgal)                       NAVD 88
 KV1647
 KV1647  HORZ ORDER  -  SECOND
 KV1647  VERT ORDER  -  SECOND    CLASS 0
 KV1647
 KV1647.The horizontal coordinates were established by classical geodetic methods
 KV1647.and adjusted by the National Geodetic Survey in June 2002..
 KV1647
 KV1647.The orthometric height was determined by differential leveling
 KV1647.and adjusted by the National Geodetic Survey in June 1991..
 KV1647.WARNING-Repeat measurements at this control monument indicate possible
 KV1647.vertical movement.
 KV1647
 KV1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1647
 KV1647.The geoid height was determined by GEOID03.
 KV1647
 KV1647.The dynamic height is computed by dividing the NAVD 88
 KV1647.geopotential number by the normal gravity value computed on the
 KV1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1647.degrees latitude (g = 980.6199 gals.).
 KV1647
 KV1647.The modeled gravity was interpolated from observed gravity values.
 KV1647
 KV1647;                    North         East     Units Scale Factor Converg.
 KV1647;SPC PA S     -   148,030.700   796,050.452   MT  0.99996514   +1 30 14.2
 KV1647;SPC PA S     -   485,664.05  2,611,708.86   sFT  0.99996514   +1 30 14.2
 KV1647;UTM  18      - 4,499,255.021   463,479.893   MT  0.99961642   -0 16 52.8
 KV1647
 KV1647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1647!SPC PA S     -   0.99998743  x   0.99996514  =   0.99995258
 KV1647!UTM  18      -   0.99998743  x   0.99961642  =   0.99960386
 KV1647
 KV1647:                Primary Azimuth Mark                     Grid Az
 KV1647:SPC PA S     -  AIRPORT BCN ALLENTOWN B E APT            003 23 43.5
 KV1647:UTM  18      -  AIRPORT BCN ALLENTOWN B E APT            005 10 50.5
 KV1647
 KV1647|---------------------------------------------------------------------|
 KV1647| PID    Reference Object                     Distance      Geod. Az  |
 KV1647|                                                           dddmmss.s |
 KV1647| KV3615 AIRPORT BCN ALLENTOWN B E APT       APPROX. 1.4 KM 0045357.7 |
 KV1647| KV1649 HIGHWAY RM 1                          4.053 METERS 13023     |
 KV1647| KV1648 HIGHWAY RM 2                          5.275 METERS 19619     |
 KV1647| KV3849 ALLENTOWN RADIO WAEB CEN MAST       APPROX. 7.1 KM 2850348.5 |
 KV1647| KV3616 ALLENTOWN B E APT CONTROL TWR       APPROX. 1.1 KM 3565323.7 |
 KV1647|---------------------------------------------------------------------|
 KV1647
 KV1647                          SUPERSEDED SURVEY CONTROL
 KV1647
 KV1647  NAD 83(1996)-  40 38 36.01459(N)    075 25 54.90476(W) AD(       ) 2
 KV1647  NAD 83(1986)-  40 38 36.01313(N)    075 25 54.91225(W) AD(       ) 2
 KV1647  NAD 27      -  40 38 35.65700(N)    075 25 56.25960(W) AD(       ) 2
 KV1647  NGVD 29 (??/??/??)  114.694  (m)          376.29   (f) ADJUSTED    2 0
 KV1647
 KV1647.Superseded values are not recommended for survey control.
 KV1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1647.See file dsdata.txt to determine how the superseded data were derived.
 KV1647
 KV1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6348099255(NAD 83)
 KV1647_MARKER: DS = TRIANGULATION STATION DISK
 KV1647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1647_STAMPING: HIGHWAY 1960
 KV1647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1647+STABILITY: SURFACE MOTION
 KV1647
 KV1647  HISTORY     - Date     Condition        Report By
 KV1647  HISTORY     - 1960     MONUMENTED       CGS
 KV1647  HISTORY     - 1960     GOOD             CGS
 KV1647  HISTORY     - 1963     GOOD             CGS
 KV1647  HISTORY     - 1973     MARK NOT FOUND   NGS
 KV1647  HISTORY     - 1973     GOOD             NGS
 KV1647  HISTORY     - 1974     MARK NOT FOUND   NGS
 KV1647  HISTORY     - 20030102 MARK NOT FOUND   USPSQD
 KV1647
 KV1647                          STATION DESCRIPTION
 KV1647
 KV1647'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV1647'STATION IS LOCATED ABOUT 1.0 MILE WEST OF THE NORTHEASTERN EDGE OF
 KV1647'ALLENTOWN AND 2-1/2 MILES NORTHEAST OF THE CENTER OF ALLENTOWN AT
 KV1647'THE JUNCTION OF U.S. HIGHWAY 22 AND STATE HIGHWAY 387.
 KV1647'
 KV1647'STATION , STAMPED HIGHWAY 1960, IS A STANDARD USC AND GS BRONZE DISK
 KV1647'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS
 KV1647'ABOUT 1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS ON THE NORTH
 KV1647'SIDE OF OVERPASS BRIDGE OVER U.S. ROUTE 22, 36.0 FEET WEST
 KV1647'OF THE CENTERLINE OF STATE HIGHWAY 987 AND 4.0 FEET NORTHWEST OF
 KV1647'FENCELINE.
 KV1647'
 KV1647'R. M. NO 1, STAMPED HIGHWAY NO 1 1960, IS A STANDARD USC AND GS
 KV1647'BRONZE DISK CEMENTED IN A DRILL HOLE AT THE NORTHWEST END OF
 KV1647'OVERPASS BRIDGE.  IT IS 9.1 FEET SOUTHEAST OF FENCELINE, 23.2 FEET
 KV1647'NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 987 AND ABOUT
 KV1647'1.8 FEET ABOVE STATION ELEVATION.
 KV1647'
 KV1647'R. M. NO 2, STAMPED HIGHWAY NO 2 1960, IS A STANDARD USC AND GS
 KV1647'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A WING WALL AT
 KV1647'THE NORTHWEST END OF THE OVERPASS BRIDGE.  IT IS ABOUT 1.4 FEET ABOVE
 KV1647'STATION ELEVATION.
 KV1647'
 KV1647'HEIGHT OF LIGHT ABOVE STATION MARK 1.39 METERS
 KV1647
 KV1647                          STATION RECOVERY (1960)
 KV1647
 KV1647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KV1647'2.2 MI E FROM FULLERTON.
 KV1647'2.2 MILES EAST-NORTHEAST ALONG U.S. HIGHWAY 22 FROM THE
 KV1647'FULLERTON INTERCHANGE AT FULLERTON, AT THE OVERHEAD CROSSING OF
 KV1647'STATE HIGHWAY 987, 36 FEET WEST OF THE CENTER LINE OF STATE
 KV1647'HIGHWAY 987, 17 FEET NORTH OF THE NORTH END OF THE BRIDGE OVER
 KV1647'U.S. HIGHWAY 22, 4 FEET WEST OF A CABLE FENCE, SET IN THE TOP
 KV1647'OF A CONCRETE POST 1-INCH BELOW THE LEVEL OF THE GROUND AND
 KV1647'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 KV1647
 KV1647                          STATION RECOVERY (1963)
 KV1647
 KV1647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RMB)
 KV1647'STATION WAS RECOVERD AS DESCRIBED.
 KV1647
 KV1647                          STATION RECOVERY (1973)
 KV1647
 KV1647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 KV1647'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  THERE IS A NEW BRIDGE
 KV1647'BEING CONSTRUCTED WHERE THE OLD BRIDGE WAS AT THE
 KV1647'INTERSECTION OF U.S. HIGHWAY 22 AND STATE HIGHWAY 987.  THE OLD
 KV1647'BRIDGE WHICH WAS NEAR THE STATION WAS DESTROYED.  IT IS BELIEVED
 KV1647'ALL MARKS WERE DESTROYED DURING THE CONSTRUCTION.  THERE IS A HOLE 20
 KV1647'FEET DEEP WHERE THE STATION WAS.
 KV1647'
 KV1647'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN THE NORTHEAST
 KV1647'PART OF ALLENTOWN
 KV1647
 KV1647                          STATION RECOVERY (1973)
 KV1647
 KV1647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KV1647'RECOVERED IN GOOD CONDITION.
 KV1647
 KV1647                          STATION RECOVERY (1974)
 KV1647
 KV1647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KV1647'THIS STATION WAS REPORTED DESTROYED BY CONSTRUCTION OF A NEW OVERPASS
 KV1647'BRIDGE IN 1973.  A MORE THOROUGH SEARCH WAS MADE AT THIS DATE
 KV1647'AFTER ALL CONSTRUCTION EQUIPMENT WAS OUT OF THE AREA.  THE SEARCH WAS
 KV1647'NOT HAMPERED AT THIS DATE AND THERE WERE STILL NO MARKS FOUND.
 KV1647'THE ENTIRE AREA HAD BEEN CUT AWAY AND A NEW OVERPASS BRIDGE
 KV1647'CONSTRUCTED AS REPORTED IN 1973.  THE STATION MAY BE CONSIDERED
 KV1647'LOST.
 KV1647'
 KV1647'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1-1/2 MILES
 KV1647'NORTHWEST OF ALLENTOWN
 KV1647
 KV1647                          STATION RECOVERY (2003)
 KV1647
 KV1647'RECOVERY NOTE BY US POWER SQUADRON 2003 (MLE)
 KV1647'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2175 ***********************************************************************
 KX2175  DESIGNATION -  HIGHWAY
 KX2175  PID         -  KX2175
 KX2175  STATE/COUNTY-  PA/CENTRE
 KX2175  USGS QUAD   -  SANDY RIDGE (1994)
 KX2175
 KX2175                         *CURRENT SURVEY CONTROL
 KX2175  ___________________________________________________________________
 KX2175* NAD 83(1992)-  40 51 35.66378(N)    078 09 47.15299(W)     ADJUSTED  
 KX2175* NAVD 88     -       641.17   (+/-2cm)    2103.6    (feet)  VERTCON   
 KX2175  ___________________________________________________________________
 KX2175  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 KX2175  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KX2175
 KX2175  HORZ ORDER  -  FIRST
 KX2175  VERT ORDER  -  THIRD ? (See Below)
 KX2175
 KX2175.The horizontal coordinates were established by classical geodetic methods
 KX2175.and adjusted by the National Geodetic Survey in June 2002..
 KX2175
 KX2175.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2175.The vertical order pertains to the NGVD 29 superseded value.
 KX2175
 KX2175.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2175
 KX2175.The geoid height was determined by GEOID03.
 KX2175
 KX2175;                    North         East     Units Scale Factor Converg.
 KX2175;SPC PA N     -    77,070.198   565,170.430   MT  1.00000386   -0 16 23.8
 KX2175;SPC PA N     -   252,854.47  1,854,229.99   sFT  1.00000386   -0 16 23.8
 KX2175;UTM  17      - 4,527,079.854   739,106.509   MT  1.00030374   +1 51 24.5
 KX2175
 KX2175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2175!SPC PA N     -   0.99990458  x   1.00000386  =   0.99990844
 KX2175!UTM  17      -   0.99990458  x   1.00030374  =   1.00020829
 KX2175
 KX2175:                Primary Azimuth Mark                     Grid Az
 KX2175:SPC PA N     -  RATTLESNAKE FIRE TOWER                   064 51 33.2
 KX2175:UTM  17      -  RATTLESNAKE FIRE TOWER                   062 43 44.9
 KX2175
 KX2175|---------------------------------------------------------------------|
 KX2175| PID    Reference Object                     Distance      Geod. Az  |
 KX2175|                                                           dddmmss.s |
 KX2175| KX2167 RATTLESNAKE FIRE TOWER              APPROX.14.3 KM 0643509.4 |
 KX2175| CK7479 HIGHWAY RM 1                         25.670 METERS 14708     |
 KX2175| CK7478 HIGHWAY AZ MK                                      1565630.6 |
 KX2175| KX2214 SANDY RIDGE SUMMIT LOOKOUT TWR      APPROX.11.6 KM 2185745.7 |
 KX2175| CK7480 HIGHWAY RM 2                         34.570 METERS 26413     |
 KX2175| KX2213 OSCEOLA MILLS TANK                  APPROX. 9.3 KM 2684839.9 |
 KX2175| KX0194 AMES                                APPROX.15.2 KM 3571140.8 |
 KX2175|---------------------------------------------------------------------|
 KX2175
 KX2175                          SUPERSEDED SURVEY CONTROL
 KX2175
 KX2175  NAD 83(1986)-  40 51 35.66475(N)    078 09 47.15872(W) AD(       ) 1
 KX2175  NAD 27      -  40 51 35.45500(N)    078 09 48.12100(W) AD(       ) 1
 KX2175  NGVD 29 (07/19/86)  641.30   (m)         2104.0    (f) LEVELING    3  
 KX2175
 KX2175.Superseded values are not recommended for survey control.
 KX2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2175.See file dsdata.txt to determine how the superseded data were derived.
 KX2175
 KX2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF3910727080(NAD 83)
 KX2175_MARKER: DS = TRIANGULATION STATION DISK
 KX2175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2175
 KX2175  HISTORY     - Date     Condition        Report By
 KX2175  HISTORY     - 1938     MONUMENTED       CGS
 KX2175  HISTORY     - 1941     GOOD             CGS
 KX2175  HISTORY     - 1957     GOOD             CGS
 KX2175
 KX2175                          STATION DESCRIPTION
 KX2175
 KX2175'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 KX2175'STATION IS ON NE SIDE OF U.S. 322 AND ON SE SIDE OF A GRAVEL AND
 KX2175'COAL-SHALE ROAD NE ON PROPERTY THOUGHT TO BE OWNED BY STATE.
 KX2175'MARK IS IN A 10- BY 10-INCH CONCRETE BLOCK PROJECTING 10 INCHES ABOVE
 KX2175'GROUND, STAMPED HIGHWAY 1938, 44.5 FEET N OF CENTER OF 322 AND 22.8
 KX2175'FEET E OF GRAVEL AND COAL-SHALE ROAD.
 KX2175'
 KX2175'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KX2175'BRONZE DISKS SET IN CONCRETE.
 KX2175'
 KX2175'REFERENCE MARK NO. 1 IS SET IN 10- BY 10-INCH CONCRETE BLOCK AND
 KX2175'PROJECTS 10 INCHES ABOVE GROUND, IT IS STAMPED HIGHWAY RM NO 1 1938.
 KX2175'REFERENCE MARK NO. 2 IS SET IN A CONCRETE BLOCK, PROJECTS 6 INCHES
 KX2175'ABOVE GROUND, AND STAMPED HIGHWAY RM NO 2 1938.
 KX2175'
 KX2175'AZIMUTH MARK IS SET IN A 10- BY 10-INCH CONCRETE BLOCK PROJECTING 10
 KX2175'INCHES ABOVE GROUND, IS STAMPED HIGHWAY 1938, AND IS SET AT EDGE OF
 KX2175'WOODS 200 FEET SE OF BASEBALL PARK, 29.3 FEET ESE OF SMALL APPLE
 KX2175'TREE, 42.2 FEET S OF SMALL APPLE TREE, AND APPROXIMATELY 0.15
 KX2175'MILE SE OF STATION.
 KX2175'
 KX2175'TO REACH STATION FROM PHILIPSBURG GO SE ON 322, 4.6 MILES TO A GRAVEL
 KX2175'AND COAL-SHALE T-ROAD L AND TRIANGLE BLAZE ON A 4- INCH OAK TREE.
 KX2175'STATION IS IN CORNER OF FIELD BORDERING ON 322 AND COAL-SHALE ROAD.
 KX2175'
 KX2175'HEIGHT OF LIGHT ABOVE STATION MARK- 18 METERS.
 KX2175
 KX2175                          STATION RECOVERY (1941)
 KX2175
 KX2175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2175'THE STATION WAS RECOVERED AS DESCRIBED.  ALL MARKS WERE FOUND TO BE
 KX2175'IN GOOD CONDITION.  THIS STATION WAS NOT OCCUPIED.
 KX2175'
 KX2175'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 220 AND 322
 KX2175'IN PORT MATILDA, GO NW ON U.S. HIGHWAY 322 FOR 7.8 MILES TO THE
 KX2175'STATION ON THE RIGHT.
 KX2175
 KX2175                          STATION RECOVERY (1957)
 KX2175
 KX2175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WFR)
 KX2175'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN THE ORIGINAL
 KX2175'DESCRIPTION OF STATION AND ARE IN GOOD CONDITION.  THE ORIGINAL
 KX2175'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1649 ***********************************************************************
 KV1649  DESIGNATION -  HIGHWAY RM 1
 KV1649  PID         -  KV1649
 KV1649  STATE/COUNTY-  PA/LEHIGH
 KV1649  USGS QUAD   -  CATASAUQUA (1992)
 KV1649
 KV1649                         *CURRENT SURVEY CONTROL
 KV1649  ___________________________________________________________________
 KV1649* NAD 83(1986)-  40 38 35.     (N)    075 25 55.     (W)     SCALED    
 KV1649* NAVD 88     -       115.046  (meters)     377.45   (feet)  ADJUSTED  
 KV1649  ___________________________________________________________________
 KV1649  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 KV1649  DYNAMIC HT  -         114.991 (meters)     377.27  (feet)  COMP
 KV1649  MODELED GRAV-     980,138.7   (mgal)                       NAVD 88
 KV1649
 KV1649  VERT ORDER  -  SECOND    CLASS 0
 KV1649
 KV1649.The horizontal coordinates were scaled from a topographic map and have
 KV1649.an estimated accuracy of +/- 6 seconds.
 KV1649
 KV1649.The orthometric height was determined by differential leveling
 KV1649.and adjusted by the National Geodetic Survey in June 1991..
 KV1649
 KV1649.The geoid height was determined by GEOID03.
 KV1649
 KV1649.The dynamic height is computed by dividing the NAVD 88
 KV1649.geopotential number by the normal gravity value computed on the
 KV1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1649.degrees latitude (g = 980.6199 gals.).
 KV1649
 KV1649.The modeled gravity was interpolated from observed gravity values.
 KV1649
 KV1649;                    North         East    Units  Estimated Accuracy
 KV1649;SPC PA S     -   148,000.      796,050.      MT  (+/- 180 meters Scaled)
 KV1649
 KV1649                          SUPERSEDED SURVEY CONTROL
 KV1649
 KV1649  NGVD 29 (??/??/??)  115.260  (m)          378.15   (f) ADJUSTED    2 0
 KV1649
 KV1649.Superseded values are not recommended for survey control.
 KV1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1649.See file dsdata.txt to determine how the superseded data were derived.
 KV1649
 KV1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK634992(NAD 83)
 KV1649_MARKER: DR = REFERENCE MARK DISK
 KV1649_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1649_SP_SET: BRIDGE WALL
 KV1649_STAMPING: HIGHWAY NO 1 1960
 KV1649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1649
 KV1649  HISTORY     - Date     Condition        Report By
 KV1649  HISTORY     - 1960     MONUMENTED       CGS
 KV1649  HISTORY     - 1973     MARK NOT FOUND   NGS
 KV1649  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 KV1649
 KV1649                          STATION DESCRIPTION
 KV1649
 KV1649'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV1649'2.2 MI E FROM FULLERTON.
 KV1649'2.2 MILES EAST-NORTHEAST ALONG U.S. HIGHWAY 22 FROM THE
 KV1649'FULLERTON INTERCHANGE AT FULLERTON, AT THE OVERHEAD CROSSING OF
 KV1649'STATE HIGHWAY 987, 13.3 FEET SOUTHEAST OF THE STATION, 23.2 FEET
 KV1649'WEST OF THE CENTER LINE OF STATE HIGHWAY 987, SET ON TOP OF THE
 KV1649'NORTH CONCRETE WALL OF THE BRIDGE AND ABOUT LEVEL WITH THE
 KV1649'SURFACE OF THE HIGHWAY.
 KV1649
 KV1649                          STATION RECOVERY (1973)
 KV1649
 KV1649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KV1649'MARK NOT FOUND.
 KV1649
 KV1649                          STATION RECOVERY (2004)
 KV1649
 KV1649'RECOVERY NOTE BY US POWER SQUADRON 2004 (ML)
 KV1649'THE BRIDGE WAS RECONSTRUCTED IN 1977.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1648 ***********************************************************************
 KV1648  DESIGNATION -  HIGHWAY RM 2
 KV1648  PID         -  KV1648
 KV1648  STATE/COUNTY-  PA/LEHIGH
 KV1648  USGS QUAD   -  CATASAUQUA (1992)
 KV1648
 KV1648                         *CURRENT SURVEY CONTROL
 KV1648  ___________________________________________________________________
 KV1648* NAD 83(1986)-  40 38 35.     (N)    075 25 55.     (W)     SCALED    
 KV1648* NAVD 88     -       114.935  (meters)     377.08   (feet)  ADJUSTED  
 KV1648  ___________________________________________________________________
 KV1648  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 KV1648  DYNAMIC HT  -         114.879 (meters)     376.90  (feet)  COMP
 KV1648  MODELED GRAV-     980,138.7   (mgal)                       NAVD 88
 KV1648
 KV1648  VERT ORDER  -  SECOND    CLASS 0
 KV1648
 KV1648.The horizontal coordinates were scaled from a topographic map and have
 KV1648.an estimated accuracy of +/- 6 seconds.
 KV1648
 KV1648.The orthometric height was determined by differential leveling
 KV1648.and adjusted by the National Geodetic Survey in June 1991..
 KV1648
 KV1648.The geoid height was determined by GEOID03.
 KV1648
 KV1648.The dynamic height is computed by dividing the NAVD 88
 KV1648.geopotential number by the normal gravity value computed on the
 KV1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1648.degrees latitude (g = 980.6199 gals.).
 KV1648
 KV1648.The modeled gravity was interpolated from observed gravity values.
 KV1648
 KV1648;                    North         East    Units  Estimated Accuracy
 KV1648;SPC PA S     -   148,000.      796,050.      MT  (+/- 180 meters Scaled)
 KV1648
 KV1648                          SUPERSEDED SURVEY CONTROL
 KV1648
 KV1648  NGVD 29 (??/??/??)  115.148  (m)          377.78   (f) ADJUSTED    2 0
 KV1648
 KV1648.Superseded values are not recommended for survey control.
 KV1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1648.See file dsdata.txt to determine how the superseded data were derived.
 KV1648
 KV1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK634992(NAD 83)
 KV1648_MARKER: DR = REFERENCE MARK DISK
 KV1648_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1648_SP_SET: BRIDGE
 KV1648_STAMPING: HIGHWAY NO 2 1960
 KV1648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1648
 KV1648  HISTORY     - Date     Condition        Report By
 KV1648  HISTORY     - 1960     MONUMENTED       CGS
 KV1648  HISTORY     - 1973     MARK NOT FOUND   NGS
 KV1648  HISTORY     - 20040221 MARK NOT FOUND   USPSQD
 KV1648
 KV1648                          STATION DESCRIPTION
 KV1648
 KV1648'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV1648'2.2 MI E FROM FULLERTON.
 KV1648'2.2 MILES EAST ALONG U.S. HIGHWAY 22 FROM THE FULLERTON INTERCHANGE
 KV1648'AT FULLERTON, AT THE OVERHEAD CROSSING OF STATE HIGHWAY 987,
 KV1648'17.3 FEET SOUTHWEST OF THE STATION, SET ON TOP OF THE NORTHWEST
 KV1648'CONCRETE WINGWALL OF THE STATE HIGHWAY 987 BRIDGE OVER U.S.
 KV1648'HIGHWAY 22 AND ABOUT LEVEL WITH THE HIGHWAY.
 KV1648
 KV1648                          STATION RECOVERY (1973)
 KV1648
 KV1648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KV1648'MARK NOT FOUND.
 KV1648
 KV1648                          STATION RECOVERY (2004)
 KV1648
 KV1648'RECOVERY NOTE BY US POWER SQUADRON 2004 (DHS)
 KV1648'THE BRIDGE WAS RECONSTRUCTED IN 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0253 ***********************************************************************
 KW0253  DESIGNATION -  HILDA
 KW0253  PID         -  KW0253
 KW0253  STATE/COUNTY-  PA/SCHUYLKILL
 KW0253  USGS QUAD   -  PINE GROVE (1977)
 KW0253
 KW0253                         *CURRENT SURVEY CONTROL
 KW0253  ___________________________________________________________________
 KW0253* NAD 83(1992)-  40 37 21.52621(N)    076 25 42.78401(W)     ADJUSTED  
 KW0253* NAVD 88     -       405.201  (meters)    1329.40   (feet)  ADJUSTED  
 KW0253  ___________________________________________________________________
 KW0253  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 KW0253  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 KW0253  DYNAMIC HT  -         405.000 (meters)    1328.74  (feet)  COMP
 KW0253  MODELED GRAV-     980,115.9   (mgal)                       NAVD 88
 KW0253
 KW0253  HORZ ORDER  -  SECOND
 KW0253  VERT ORDER  -  SECOND    CLASS 0
 KW0253
 KW0253.The horizontal coordinates were established by classical geodetic methods
 KW0253.and adjusted by the National Geodetic Survey in June 2002..
 KW0253
 KW0253.The orthometric height was determined by differential leveling
 KW0253.and adjusted by the National Geodetic Survey in June 1991..
 KW0253
 KW0253.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW0253
 KW0253.The geoid height was determined by GEOID03.
 KW0253
 KW0253.The dynamic height is computed by dividing the NAVD 88
 KW0253.geopotential number by the normal gravity value computed on the
 KW0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0253.degrees latitude (g = 980.6199 gals.).
 KW0253
 KW0253.The modeled gravity was interpolated from observed gravity values.
 KW0253
 KW0253;                    North         East     Units Scale Factor Converg.
 KW0253;SPC PA S     -   143,996.379   711,803.814   MT  0.99996399   +0 51 26.4
 KW0253;SPC PA S     -   472,428.12  2,335,309.68   sFT  0.99996399   +0 51 26.4
 KW0253;SPC PA N     -    51,491.935   711,813.521   MT  1.00005229   +0 52 27.1
 KW0253;SPC PA N     -   168,936.46  2,335,341.53   sFT  1.00005229   +0 52 27.1
 KW0253;UTM  18      - 4,497,849.402   379,172.143   MT  0.99977970   -0 55 48.7
 KW0253
 KW0253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW0253!SPC PA S     -   0.99994174  x   0.99996399  =   0.99990573
 KW0253!SPC PA N     -   0.99994174  x   1.00005229  =   0.99999403
 KW0253!UTM  18      -   0.99994174  x   0.99977970  =   0.99972145
 KW0253
 KW0253:                Primary Azimuth Mark                     Grid Az
 KW0253:SPC PA S     -  NEVATTAH                                 013 58 26.4
 KW0253:SPC PA N     -  NEVATTAH                                 013 57 25.7
 KW0253:UTM  18      -  NEVATTAH                                 015 45 41.5
 KW0253
 KW0253|---------------------------------------------------------------------|
 KW0253| PID    Reference Object                     Distance      Geod. Az  |
 KW0253|                                                           dddmmss.s |
 KW0253| KW2477 NEVATTAH                            APPROX. 2.5 KM 0144952.8 |
 KW0253| KW0254 HILDA RM 1                           27.420 METERS 05947     |
 KW0253| KW0256 HILDA RM 2                           18.377 METERS 13320     |
 KW0253|---------------------------------------------------------------------|
 KW0253
 KW0253                          SUPERSEDED SURVEY CONTROL
 KW0253
 KW0253  NAD 83(1986)-  40 37 21.52215(N)    076 25 42.78895(W) AD(       ) 2
 KW0253  NAD 27      -  40 37 21.20600(N)    076 25 43.94960(W) AD(       ) 2
 KW0253  NGVD 29 (??/??/??)  405.401  (m)         1330.05   (f) ADJUSTED    2 0
 KW0253
 KW0253.Superseded values are not recommended for survey control.
 KW0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0253.See file dsdata.txt to determine how the superseded data were derived.
 KW0253
 KW0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK7917297849(NAD 83)
 KW0253_MARKER: DS = TRIANGULATION STATION DISK
 KW0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0253_STAMPING: HILDA 1960
 KW0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0253+STABILITY: SURFACE MOTION
 KW0253
 KW0253  HISTORY     - Date     Condition        Report By
 KW0253  HISTORY     - 1960     MONUMENTED       CGS
 KW0253  HISTORY     - 1960     GOOD             CGS
 KW0253  HISTORY     - 1963     GOOD             AEROS
 KW0253  HISTORY     - 1963     GOOD             CGS
 KW0253
 KW0253                          STATION DESCRIPTION
 KW0253
 KW0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW0253'STATION IS LOCATED ON A LOW RIDGE, ABOUT 2 MILES WEST-SOUTHWEST OF
 KW0253'TREMONT, 1-1/4 MILES SOUTHWEST OF DONALDSON, ON PROPERTY OWNED
 KW0253'BY MR. FREDERICK LARK.
 KW0253'
 KW0253'STATION IS REACHED FROM THE POST OFFICE IN TREMONT.  GO WEST ON U.S.
 KW0253'HIGHWAY 209 FOR 2.2 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 KW0253'FOLLOW A PARTLY GRAVELED ROAD FOR 0.06 MILE TO THE STATION ON THE
 KW0253'LEFT HAND SIDE OF THE ROAD.
 KW0253'
 KW0253'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF SQUARE CONCRETE
 KW0253'MONUMENTS THAT PROJECT ABOUT 2 INCHES ABOVE THE GROUND
 KW0253'SURFACE.
 KW0253'
 KW0253'STATION MARK DISK IS STAMPED HILDA 1960.  IT IS 38 FEET WEST OF THE
 KW0253'CENTER OF A GRAVELED ROAD, 13.5 FEET SOUTH OF A 4-INCH
 KW0253'TRIANGULAR BLAZED ELM TREE AND 105 FEET WEST-NORTHWEST OF A
 KW0253'TRANSMISSION POWERLINE POLE NO. LP 1-6.
 KW0253'
 KW0253'REFERENCE MARK NUMBER 1 IS STAMPED HILDA NO 1 1960.  IT IS 16 FEET
 KW0253'EAST OF THE CENTER OF THE GRAVELED ROAD, 84 FEET NORTHEAST OF
 KW0253'THE TRIANGULAR BLAZED TREE, 68 FEET SOUTH OF THE CENTER OF A TRACK
 KW0253'ROAD.  THE MARK IS APPROXIMATELY THE SAME ELEVATION AS THE
 KW0253'STATION MARK.
 KW0253'
 KW0253'REFERENCE MARK NUMBER 2 IS STAMPED HILDA NO 2 1960.  IT IS 18 FEET
 KW0253'EAST OF THE CENTER OF THE GRAVELED ROAD, 43.8 FEET NORTHWEST OF
 KW0253'TRANSMISSION POWERLINE POLE NO. LP 1-6, 67 FEET EAST-SOUTHEAST OF THE
 KW0253'TRIANGULAR BLAZED TREE AND ABOUT THE SAME ELEVATION AS THE
 KW0253'STATION MARK.
 KW0253'
 KW0253'AN AZIMUTH MARK WAS NOT SET FOR THE STATION.
 KW0253'
 KW0253'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 KW0253
 KW0253                          STATION RECOVERY (1960)
 KW0253
 KW0253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KW0253'2.2 MI W FROM TREMONT.
 KW0253'ABOUT 2.2 MILES WEST ALONG U.S. HIGHWAY 209 FROM THE POST OFFICE
 KW0253'AT TREMONT, THENCE 0.05 MILE NORTH ALONG A GRAVEL ROAD TO AN
 KW0253'OVERHEAD POWER LINE CROSSING, AT A SMALL CLEARING, 38 FEET WEST
 KW0253'OF THE CENTER LINE OF THE GRAVEL ROAD, 105 FEET WEST-NORTHWEST
 KW0253'OF POWER LINE POLE NO. LP 1-6, 13 1/2 FEET SOUTH OF A 6 INCH
 KW0253'ELM TREE WITH A BLAZE, SET IN THE TOP OF A CONCRETE POST
 KW0253'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND AND ABOUT 2
 KW0253'FEET ABOVE THE LEVEL OF THE ROAD.
 KW0253
 KW0253                          STATION RECOVERY (1963)
 KW0253
 KW0253'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 KW0253'STATION WAS RECOVERED AS DESCRIBED--IN GOOD CONDITION.
 KW0253
 KW0253                          STATION RECOVERY (1963)
 KW0253
 KW0253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 KW0253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0254 ***********************************************************************
 KW0254  DESIGNATION -  HILDA RM 1
 KW0254  PID         -  KW0254
 KW0254  STATE/COUNTY-  PA/SCHUYLKILL
 KW0254  USGS QUAD   -  PINE GROVE (1977)
 KW0254
 KW0254                         *CURRENT SURVEY CONTROL
 KW0254  ___________________________________________________________________
 KW0254* NAD 83(1986)-  40 37 21.     (N)    076 25 42.     (W)     SCALED    
 KW0254* NAVD 88     -       405.570  (meters)    1330.61   (feet)  ADJUSTED  
 KW0254  ___________________________________________________________________
 KW0254  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 KW0254  DYNAMIC HT  -         405.368 (meters)    1329.94  (feet)  COMP
 KW0254  MODELED GRAV-     980,115.9   (mgal)                       NAVD 88
 KW0254
 KW0254  VERT ORDER  -  SECOND    CLASS 0
 KW0254
 KW0254.The horizontal coordinates were scaled from a topographic map and have
 KW0254.an estimated accuracy of +/- 6 seconds.
 KW0254
 KW0254.The orthometric height was determined by differential leveling
 KW0254.and adjusted by the National Geodetic Survey in June 1991..
 KW0254
 KW0254.The geoid height was determined by GEOID03.
 KW0254
 KW0254.The dynamic height is computed by dividing the NAVD 88
 KW0254.geopotential number by the normal gravity value computed on the
 KW0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0254.degrees latitude (g = 980.6199 gals.).
 KW0254
 KW0254.The modeled gravity was interpolated from observed gravity values.
 KW0254
 KW0254;                    North         East    Units  Estimated Accuracy
 KW0254;SPC PA S     -   143,980.      711,820.      MT  (+/- 180 meters Scaled)
 KW0254
 KW0254                          SUPERSEDED SURVEY CONTROL
 KW0254
 KW0254  NGVD 29 (??/??/??)  405.770  (m)         1331.26   (f) ADJUSTED    2 0
 KW0254
 KW0254.Superseded values are not recommended for survey control.
 KW0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0254.See file dsdata.txt to determine how the superseded data were derived.
 KW0254
 KW0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK791978(NAD 83)
 KW0254_MARKER: DR = REFERENCE MARK DISK
 KW0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0254_STAMPING: HILDA NO 1 1960
 KW0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0254+STABILITY: SURFACE MOTION
 KW0254
 KW0254  HISTORY     - Date     Condition        Report By
 KW0254  HISTORY     - 1960     MONUMENTED       CGS
 KW0254
 KW0254                          STATION DESCRIPTION
 KW0254
 KW0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0254'2.2 MI W FROM TREMONT.
 KW0254'ABOUT 2.2 MILES WEST ALONG U.S. HIGHWAY 209 FROM THE POST OFFICE
 KW0254'AT TREMONT, THENCE 0.05 MILE NORTH ALONG A GRAVEL ROAD, 90 FEET
 KW0254'NORTHEAST AND ACROSS THE GRAVEL ROAD FROM THE STATION, 16 FEET
 KW0254'EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 68 FEET SOUTH OF THE
 KW0254'CENTER LINE OF A DIM ROAD LEADING EAST, 84 FEET NORTHEAST OF A
 KW0254'BLAZED TREE, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 KW0254'ABOVE THE GROUND AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0256 ***********************************************************************
 KW0256  DESIGNATION -  HILDA RM 2
 KW0256  PID         -  KW0256
 KW0256  STATE/COUNTY-  PA/SCHUYLKILL
 KW0256  USGS QUAD   -  PINE GROVE (1977)
 KW0256
 KW0256                         *CURRENT SURVEY CONTROL
 KW0256  ___________________________________________________________________
 KW0256* NAD 83(1986)-  40 37 21.     (N)    076 25 42.     (W)     SCALED    
 KW0256* NAVD 88     -       404.785  (meters)    1328.03   (feet)  ADJUSTED  
 KW0256  ___________________________________________________________________
 KW0256  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 KW0256  DYNAMIC HT  -         404.584 (meters)    1327.37  (feet)  COMP
 KW0256  MODELED GRAV-     980,115.9   (mgal)                       NAVD 88
 KW0256
 KW0256  VERT ORDER  -  SECOND    CLASS 0
 KW0256
 KW0256.The horizontal coordinates were scaled from a topographic map and have
 KW0256.an estimated accuracy of +/- 6 seconds.
 KW0256
 KW0256.The orthometric height was determined by differential leveling
 KW0256.and adjusted by the National Geodetic Survey in June 1991..
 KW0256
 KW0256.The geoid height was determined by GEOID03.
 KW0256
 KW0256.The dynamic height is computed by dividing the NAVD 88
 KW0256.geopotential number by the normal gravity value computed on the
 KW0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0256.degrees latitude (g = 980.6199 gals.).
 KW0256
 KW0256.The modeled gravity was interpolated from observed gravity values.
 KW0256
 KW0256;                    North         East    Units  Estimated Accuracy
 KW0256;SPC PA S     -   143,980.      711,820.      MT  (+/- 180 meters Scaled)
 KW0256
 KW0256                          SUPERSEDED SURVEY CONTROL
 KW0256
 KW0256  NGVD 29 (??/??/??)  404.985  (m)         1328.69   (f) ADJUSTED    2 0
 KW0256
 KW0256.Superseded values are not recommended for survey control.
 KW0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0256.See file dsdata.txt to determine how the superseded data were derived.
 KW0256
 KW0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK791978(NAD 83)
 KW0256_MARKER: DR = REFERENCE MARK DISK
 KW0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0256_STAMPING: HILDA NO 2 1960
 KW0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0256+STABILITY: SURFACE MOTION
 KW0256
 KW0256  HISTORY     - Date     Condition        Report By
 KW0256  HISTORY     - 1960     MONUMENTED       CGS
 KW0256
 KW0256                          STATION DESCRIPTION
 KW0256
 KW0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0256'2.2 MI W FROM TREMONT.
 KW0256'ABOUT 2.2 MILES WEST ALONG U.S. HIGHWAY 209 FROM THE POST
 KW0256'OFFICE AT TREMONT, THENCE 0.05 MILE NORTH ALONG A GRAVEL ROAD, 60.3
 KW0256'FEET SOUTHEAST AND ACROSS THE ROAD FROM THE STATION, 18 FEET EAST
 KW0256'OF THE CENTER LINE OF THE ROAD, 43 1/2 FEET NORTHWEST OF POWER
 KW0256'LINE POLE NO. LP 1-6, SET IN THE TOP OF A CONCRETE POST PROJECTING
 KW0256'2 INCHES ABOVE THE LEVEL OF THE GROUND AND ABOUT 1 FOOT ABOVE
 KW0256'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1409 ***********************************************************************
 JW1409  DESIGNATION -  HILL
 JW1409  PID         -  JW1409
 JW1409  STATE/COUNTY-  PA/FULTON
 JW1409  USGS QUAD   -  AMARANTH (1994)
 JW1409
 JW1409                         *CURRENT SURVEY CONTROL
 JW1409  ___________________________________________________________________
 JW1409* NAD 83(1992)-  39 48 27.01940(N)    078 18 26.33834(W)     ADJUSTED  
 JW1409* NAVD 88     -       594.     (meters)    1949.     (feet)  SCALED    
 JW1409  ___________________________________________________________________
 JW1409  LAPLACE CORR-          -5.22  (seconds)                    DEFLEC99
 JW1409  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JW1409
 JW1409  HORZ ORDER  -  SECOND
 JW1409
 JW1409.The horizontal coordinates were established by classical geodetic methods
 JW1409.and adjusted by the National Geodetic Survey in June 2002..
 JW1409
 JW1409.The orthometric height was scaled from a topographic map.
 JW1409
 JW1409.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1409
 JW1409.The geoid height was determined by GEOID03.
 JW1409
 JW1409;                    North         East     Units Scale Factor Converg.
 JW1409;SPC PA S     -    52,800.383   552,274.518   MT  1.00002206   -0 21 41.7
 JW1409;SPC PA S     -   173,229.26  1,811,920.65   sFT  1.00002206   -0 21 41.7
 JW1409;UTM  17      - 4,409,861.631   730,506.252   MT  1.00025418   +1 43 28.7
 JW1409
 JW1409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1409!SPC PA S     -   0.99991210  x   1.00002206  =   0.99993416
 JW1409!UTM  17      -   0.99991210  x   1.00025418  =   1.00016626
 JW1409
 JW1409|---------------------------------------------------------------------|
 JW1409| PID    Reference Object                     Distance      Geod. Az  |
 JW1409|                                                           dddmmss.s |
 JW1409| CK7481 HILL RM 1                            24.122 METERS 06838     |
 JW1409| JW1394 SIDELING HILL WU STA 17 TWR         APPROX.13.1 KM 1771202.4 |
 JW1409| CK7482 HILL RM 2                            22.558 METERS 18928     |
 JW1409| JW1410 BM                                    2.567 METERS 32255     |
 JW1409| JW1412 PINE RIDGE                          APPROX. 4.4 KM 3332628.9 |
 JW1409|---------------------------------------------------------------------|
 JW1409
 JW1409                          SUPERSEDED SURVEY CONTROL
 JW1409
 JW1409  NAD 83(1995)-  39 48 27.02161(N)    078 18 26.33822(W) AD(       ) 2
 JW1409  NAD 83(1991)-  39 48 27.02212(N)    078 18 26.33807(W) AD(       ) 2
 JW1409  NAD 83(1986)-  39 48 27.02304(N)    078 18 26.34174(W) AD(       ) 2
 JW1409  NAD 27      -  39 48 26.70780(N)    078 18 27.29150(W) AD(       ) 2
 JW1409
 JW1409.Superseded values are not recommended for survey control.
 JW1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1409.See file dsdata.txt to determine how the superseded data were derived.
 JW1409
 JW1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE3050609862(NAD 83)
 JW1409_MARKER: DS = TRIANGULATION STATION DISK
 JW1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1409
 JW1409  HISTORY     - Date     Condition        Report By
 JW1409  HISTORY     - 1960     MONUMENTED       CGS
 JW1409
 JW1409                          STATION DESCRIPTION
 JW1409
 JW1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 JW1409'THE STATION IS LOCATED ON A HIGH HILL ABOUT 3 MILES NORTHWEST OF THE
 JW1409'VILLAGE OF BUCK VALLEY, 2 MILES EAST OF ROBINSVILLE,
 JW1409'ABOUT 1/2 MILE EAST-SOUTHEAST OF THE BEDFORD AND FULTON COUNTY LINE
 JW1409'AND IS ON PROPERTY OF THE STATE GAME LANDS.
 JW1409'
 JW1409'TO REACH THE STATION FROM THE POST OFFICE IN WARFORDSBURG, GO NORTH
 JW1409'ON STATE HIGHWAY 126 FOR 3.87 MILES TO A Y-INTERSECTION
 JW1409'AND HIGHWAY 126 TURNS RIGHT.  KEEP LEFT ON BUCK VALLEY ROAD FOR 3.05
 JW1409'MILES TO A FORK AND A WHITE CHURCH ON THE LEFT.
 JW1409'KEEP LEFT FORK FOR 0.7 MILE TO A FORK AND THE PAVED ROAD LEFT.  KEEP
 JW1409'RIGHT FORK ON THE GRAVELED ROAD FOR 0.65 MILE TO A
 JW1409'FORK.  KEEP RIGHT FORK FOR 0.95 MILE TO A T-INTERSECTION.  TURN
 JW1409'RIGHT ON THE GRAVELED ROAD FOR 0.6 MILE TO A FORK AND A LARGE
 JW1409'STONE CHIMNEY ON THE LEFT.  TURN LEFT ON A GRAVELED
 JW1409'ROAD FOR 0.8 MILE TO THE TOP OF THE HILL AND A SIDE ROAD RIGHT AND A
 JW1409'METAL GATE ON THE LEFT AND RIGHT SIDE OF THE ROAD.  TURN
 JW1409'RIGHT FOR ABOUT 50 FEET TO A DIM WOODS ROAD RIGHT JUST BEFORE
 JW1409'REACHING A METAL GATE.  TURN RIGHT ON THE DIM WOODS ROAD
 JW1409'AND GO SOUTH AND EAST ON THE DIM WOODS ROAD UP HILL FOR 0.5 MILE TO
 JW1409'THE CREST OF THE HILL.  TURN LEFT AND FOLLOW THE CREST OF
 JW1409'THE HILL NORTH FOR 0.52 MILE TO A GROUP OF EVERGREEN TREES AND
 JW1409'A STANDARD METAL WITNESS POST AND STATION AS DESCRIBED.
 JW1409'
 JW1409'THE STATION, A STANDARD DISK STAMPED HILL 1960 CEMENTED IN TOP OF A
 JW1409'SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES ABOVE
 JW1409'THE SURFACE OF THE GROUND.  IT IS 31 FEET WEST-NORTHWEST OF AN 8-INCH
 JW1409'TRIANGULAR BLAZED OAK TREE, 11.6 FEET EAST-NORTHEAST OF AN
 JW1409'8-INCH TRIANGULAR BLAZED PINE TREE AND 6.2 FEET SOUTH-SOUTHEAST OF A
 JW1409'STANDARD METAL WITNESS POST AND MARKER.
 JW1409'
 JW1409'REFERENCE MARK 1, A STANDARD DISK STAMPED HILL NO 1 1960 CEMENTED IN
 JW1409'TOP OF A SQUARE CONCRETE MONUMENT WHICH
 JW1409'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 91.6 FEET
 JW1409'EAST-NORTHEAST OF THE TRIANGULAR BLAZED PINE TREE, 80
 JW1409'FEET EAST-NORTHEAST OF THE STANDARD WITNESS POST, 61 FEET NORTHEAST
 JW1409'OF THE TRIANGULAR BLAZED OAK TREE AND IS ABOUT 3 FEET
 JW1409'LOWER THAN THE STATION.
 JW1409'
 JW1409'REFERENCE MARK 2, A STANDARD DISK STAMPED HILL NO 2 1960 CEMENTED IN
 JW1409'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 JW1409'SURFACE OF THE GROUND.  IT IS 78.6 FEET SOUTH-SOUTHWEST OF THE
 JW1409'STANDARD METAL WITNESS POST, 72 FEET SOUTHWEST OF THE
 JW1409'TRIANGULAR BLAZED OAK TREE, 69 FEET SOUTH OF THE TRIANGULAR BLAZED
 JW1409'PINE TREE AND IS ABOUT 2 FEET LOWER THAN THE STATION MARK.
 JW1409'
 JW1409'THE U.S. GEOLOGICAL SURVEY B. M. IS A STANDARD USGS DISK WITHOUT ANY
 JW1409'STAMPING, CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS 6
 JW1409'X 8 FEET.  IT IS 2.3 FEET NORTHWEST OF A STANDARD METAL WITNESS POST,
 JW1409'11.6 FEET NORTHEAST OF A TRIANGULAR BLAZED PINE TREE, 38.6
 JW1409'FEET WEST-NORTHWEST OF A TRIANGULAR BLAZED OAK TREE.
 JW1409'
 JW1409'HEIGHT OF LIGHT ABOVE STATION MARK 30.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2033 ***********************************************************************
 KX2033  DESIGNATION -  HILLIS
 KX2033  PID         -  KX2033
 KX2033  STATE/COUNTY-  PA/WESTMORELAND
 KX2033  USGS QUAD   -  MOUNT PLEASANT (1993)
 KX2033
 KX2033                         *CURRENT SURVEY CONTROL
 KX2033  ___________________________________________________________________
 KX2033* NAD 83(1992)-  40 12 52.31205(N)    079 34 13.69010(W)     ADJUSTED  
 KX2033* NAVD 88     -       409.6    (meters)    1344.     (feet)  VERTCON   
 KX2033  ___________________________________________________________________
 KX2033  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 KX2033  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KX2033
 KX2033  HORZ ORDER  -  SECOND
 KX2033
 KX2033.The horizontal coordinates were established by classical geodetic methods
 KX2033.and adjusted by the National Geodetic Survey in June 2002..
 KX2033
 KX2033.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2033
 KX2033.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2033
 KX2033.The geoid height was determined by GEOID03.
 KX2033
 KX2033;                    North         East     Units Scale Factor Converg.
 KX2033;SPC PA S     -    99,440.594   445,046.619   MT  0.99996795   -1 10 52.0
 KX2033;SPC PA S     -   326,248.02  1,460,123.78   sFT  0.99996795   -1 10 52.0
 KX2033;UTM  17      - 4,452,548.408   621,643.696   MT  0.99978215   +0 55 23.1
 KX2033
 KX2033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2033!SPC PA S     -   0.99994091  x   0.99996795  =   0.99990886
 KX2033!UTM  17      -   0.99994091  x   0.99978215  =   0.99972307
 KX2033
 KX2033|---------------------------------------------------------------------|
 KX2033| PID    Reference Object                     Distance      Geod. Az  |
 KX2033|                                                           dddmmss.s |
 KX2033| CX4680 HILLIS RM 1                           9.929 METERS 06747     |
 KX2033| CX4681 HILLIS RM 2                          10.381 METERS 16838     |
 KX2033| KX1381 DUNLAP                              APPROX. 2.5 KM 2693430.2 |
 KX2033| KX2041 YUKON WESTINGHOUSE REACTOR TK       APPROX. 7.8 KM 2723801.0 |
 KX2033|---------------------------------------------------------------------|
 KX2033
 KX2033                          SUPERSEDED SURVEY CONTROL
 KX2033
 KX2033  NAD 83(1995)-  40 12 52.31668(N)    079 34 13.69423(W) AD(       ) 2
 KX2033  NAD 83(1986)-  40 12 52.31396(N)    079 34 13.69535(W) AD(       ) 2
 KX2033  NAD 27      -  40 12 52.05980(N)    079 34 14.55350(W) AD(       ) 2
 KX2033  NGVD 29 (07/19/86)  409.8    (m)         1344.     (f) VERT ANG       
 KX2033
 KX2033.Superseded values are not recommended for survey control.
 KX2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2033.See file dsdata.txt to determine how the superseded data were derived.
 KX2033
 KX2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE2164452548(NAD 83)
 KX2033_MARKER: DS = TRIANGULATION STATION DISK
 KX2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2033
 KX2033  HISTORY     - Date     Condition        Report By
 KX2033  HISTORY     - 1961     MONUMENTED       CGS
 KX2033
 KX2033                          STATION DESCRIPTION
 KX2033
 KX2033'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 KX2033'STATION IS LOCATED ABOUT 2.0 MILES EAST OF NEW STANTON, 2.0 MILES
 KX2033'SOUTH OF YOUNGWOOD AND 4.5 MILES NORTHWEST OF MOUNT
 KX2033'PLEASANT. ON A BRUSH COVERED HILL IN PASTURE LAND, ON THE PROPERTY OF
 KX2033'MR. WAYNE HILLIS.
 KX2033'
 KX2033'TO REACH THE STATION FROM THE FIRST NATIONAL BANK IN YOUNGWOOD, GO
 KX2033'SOUTHERLY ON FOURTH STREET FOR 0.65 MILE, TURN LEFT, CROSS THE
 KX2033'NORTH BOUND TRAFFIC LINE OF HIGHWAY 119 FOR 0.05 MILE, TURN RIGHT,
 KX2033'AND GO SOUTHERLY ON A MACADAM STREET FOR 0.3 MILE TO A SIDE
 KX2033'ROAD LEFT, TURN LEFT, CROSS THE RAILROAD TRACKS AND FOLLOW MACADAM
 KX2033'ROAD EASTERLY FOR 0.85 MILE TO A CHURCH ON THE RIGHT,
 KX2033'CONTINUE 0.45 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, GO 0.2 MILE TO
 KX2033'THE RESIDENCE OF MR. HILLIS ON THE LEFT, CONTINUE 0.1 MILE
 KX2033'TO A FORK, TAKE RIGHT FORK AND GO 0.1 MILE ON FIELD ROAD TO
 KX2033'AN OLD BRUSH ROW ON THE LEFT, TURN LEFT, GO SOUTH ALONG WEST SIDE OF
 KX2033'THE BRUSH ROW FOR 0.05 MILE, THENCE BEAR RIGHT AND GO
 KX2033'DIAGONALLY ACROSS THE CORNER OF FIELD FOR 0.05 MILE TO A GATE, GO
 KX2033'THROUGH GATE THENCE BACK LEFT UP THE HILL THROUGH THE BRUSH
 KX2033'FOR 0.15 MILE TO TOP OF HILL AND STATION.
 KX2033'
 KX2033'STATION IS A STANDARD DISK STAMPED HILLIS 1961, SET IN THE TOP OF AN
 KX2033'8-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND,
 KX2033'ON THE HIGHEST PART OF THE HILL. IT IS 82.0 FEET SOUTH-SOUTHWEST OF A
 KX2033'20-INCH APPLE TREE, 4.2 FEET WEST-SOUTHWEST OF A STANDARD
 KX2033'METAL WITNESS POST.
 KX2033'
 KX2033'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED HILLIS NO 1 1961, SET
 KX2033'IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT IS
 KX2033'FLUSH WITH THE GROUND. IT IS 68.5 FEET SOUTH OF A 20-INCH APPLE TREE
 KX2033'28.5 FEET EAST OF A STANDARD METAL WITNESS POST AND ABOUT THE
 KX2033'SAME ELEVATION AS THE STATION.
 KX2033'
 KX2033'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED HILLIS NO 2 1961, SET
 KX2033'IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT IS
 KX2033'FLUSH WITH THE GROUND. IT IS 123.0 FEET SOUTH-SOUTHWEST OF A 20-INCH
 KX2033'APPLE TREE, 35,3 FEET SOUTH OF A STANDARD METAL WITNESS POST
 KX2033'AND ABOUT THE SAME ELEVATION AS THE STATION.
 KX2033'
 KX2033'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV6127 ***********************************************************************
 JV6127  DESIGNATION -  HILLS HOUSE NORTHWEST GABLE
 JV6127  PID         -  JV6127
 JV6127  STATE/COUNTY-  PA/YORK
 JV6127  USGS QUAD   -  MANCHESTER (1984)
 JV6127
 JV6127                         *CURRENT SURVEY CONTROL
 JV6127  ___________________________________________________________________
 JV6127* NAD 83(1992)-  39 44 44.51014(N)    076 57 15.97437(W)     ADJUSTED  
 JV6127* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 JV6127  ___________________________________________________________________
 JV6127  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 JV6127  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 JV6127
 JV6127  HORZ ORDER  -  THIRD
 JV6127
 JV6127.The horizontal coordinates were established by classical geodetic methods
 JV6127.and adjusted by the National Geodetic Survey in June 2002..
 JV6127
 JV6127.The orthometric height was scaled from a topographic map.
 JV6127
 JV6127.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV6127
 JV6127.The geoid height was determined by GEOID03.
 JV6127
 JV6127;                    North         East     Units Scale Factor Converg.
 JV6127;SPC PA S     -    46,094.164   668,188.948   MT  1.00003464   +0 30 58.2
 JV6127;SPC PA S     -   151,227.27  2,192,216.57   sFT  1.00003464   +0 30 58.2
 JV6127;SPC MD       -   230,795.982   403,905.421   MT  1.00006512   +0 01 42.9
 JV6127;SPC MD       -   757,203.15  1,325,146.37   sFT  1.00006512   +0 01 42.9
 JV6127;UTM  18      - 4,401,359.206   332,546.601   MT  0.99994523   -1 14 59.7
 JV6127
 JV6127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV6127!SPC PA S     -   1.00000517  x   1.00003464  =   1.00003981
 JV6127!SPC MD       -   1.00000517  x   1.00006512  =   1.00007029
 JV6127!UTM  18      -   1.00000517  x   0.99994523  =   0.99995040
 JV6127
 JV6127:                Primary Azimuth Mark                     Grid Az
 JV6127:SPC PA S     -  BIG ROUND TOP LOOKOUT TOWER              280 02 23.5
 JV6127:SPC MD       -  BIG ROUND TOP LOOKOUT TOWER              280 31 38.8
 JV6127:UTM  18      -  BIG ROUND TOP LOOKOUT TOWER              281 48 21.4
 JV6127
 JV6127|---------------------------------------------------------------------|
 JV6127| PID    Reference Object                     Distance      Geod. Az  |
 JV6127|                                                           dddmmss.s |
 JV6127| JV4157 BIG ROUND TOP LOOKOUT TOWER         APPROX.24.8 KM 2803321.7 |
 JV6127| JV4149 EDGEGROVE CONEWAGO CHAPEL           APPROX.10.8 KM 3183542.2 |
 JV6127| JV6133 HANOVER LESCHEY MYERS TANK          APPROX. 7.7 KM 3312519.2 |
 JV6127| JV4150 ALWINE BRICK CO STACK               APPROX.14.0 KM 3313324.2 |
 JV6127| JV6134 HANOVER SHOE TANK                   APPROX. 6.9 KM 3360217.0 |
 JV6127|---------------------------------------------------------------------|
 JV6127
 JV6127                          SUPERSEDED SURVEY CONTROL
 JV6127
 JV6127  NAD 83(1991)-  39 44 44.51009(N)    076 57 15.97691(W) AD(       ) 3
 JV6127  NAD 83(1986)-  39 44 44.50771(N)    076 57 15.97915(W) AD(       ) 3
 JV6127  NAD 27      -  39 44 44.17600(N)    076 57 17.06700(W) AD(       ) 3
 JV6127
 JV6127.Superseded values are not recommended for survey control.
 JV6127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV6127.See file dsdata.txt to determine how the superseded data were derived.
 JV6127
 JV6127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK3254701359(NAD 83)
 JV6127_MARKER: 81 = GABLE
 JV6127
 JV6127  HISTORY     - Date     Condition        Report By
 JV6127  HISTORY     - 1952     FIRST OBSERVED   CGS
 JV6127
 JV6127                          STATION DESCRIPTION
 JV6127
 JV6127'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JH)
 JV6127'THIS STATION IS DETERMINED BY OBSERVATIONS MADE ON FOUR INTERSECTION
 JV6127'STATIONS.  IT IS LOCATED IN W MANHEIM TOWNSHIP, ON SHORT RIDGE,
 JV6127'ABOUT 4 MI. S-SE OF THE SQUARE IN HANOVER.  SEVERAL WATER TANKS AND
 JV6127'CHURCH SPIRES ARE VISIBLE FROM THE GROUND NEAR THE STATION.
 JV6127'APPROXIMATE ELEVATION OF THE GABLE IS 945 FT. ABOVE SEA LEVEL.  THE
 JV6127'POINT IS 0.3 MI. W OF ROUTE 94, LOCALLY KNOWN AS BALTIMORE PIKE,
 JV6127'OPPOSITE WEST MANHEIM ELEMENTARY SCHOOL.  THE POINT IS ON A
 JV6127'1-1/2-STORY CAPE COD TYPE BRICK HOME AND GARAGE.
 JV6127'
 JV6127'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3110 ***********************************************************************
 KY3110  DESIGNATION -  HILLSBORO
 KY3110  PID         -  KY3110
 KY3110  STATE/COUNTY-  PA/WASHINGTON
 KY3110  USGS QUAD   -  ELLSWORTH (1979)
 KY3110
 KY3110                         *CURRENT SURVEY CONTROL
 KY3110  ___________________________________________________________________
 KY3110* NAD 83(1992)-  40 05 17.56717(N)    080 04 13.87851(W)     ADJUSTED  
 KY3110* NAVD 88     -       447.1    (meters)    1467.     (feet)  VERTCON   
 KY3110  ___________________________________________________________________
 KY3110  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 KY3110  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KY3110
 KY3110  HORZ ORDER  -  FIRST
 KY3110
 KY3110.The horizontal coordinates were established by classical geodetic methods
 KY3110.and adjusted by the National Geodetic Survey in June 2002..
 KY3110
 KY3110.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3110
 KY3110.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3110
 KY3110.The geoid height was determined by GEOID03.
 KY3110
 KY3110;                    North         East     Units Scale Factor Converg.
 KY3110;SPC PA S     -    86,417.655   402,123.768   MT  0.99997940   -1 30 19.9
 KY3110;SPC PA S     -   283,521.92  1,319,301.06   sFT  0.99997940   -1 30 19.9
 KY3110;UTM  17      - 4,437,961.995   579,238.391   MT  0.99967729   +0 35 54.9
 KY3110
 KY3110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3110!SPC PA S     -   0.99993510  x   0.99997940  =   0.99991450
 KY3110!UTM  17      -   0.99993510  x   0.99967729  =   0.99961241
 KY3110
 KY3110|---------------------------------------------------------------------|
 KY3110| PID    Reference Object                     Distance      Geod. Az  |
 KY3110|                                                           dddmmss.s |
 KY3110| CX4684 HILLSBORO RM 1                       26.902 METERS 03209     |
 KY3110| CX4685 HILLSBORO RM 2                        7.765 METERS 14845     |
 KY3110| CX4682 HILLSBORO AZ MK                                    1492347.8 |
 KY3110| CX4683 HILLSBORO AZ MK RESET                              2740146.9 |
 KY3110| CX4780 WASHINGTON ATT MW MAST                             2881153.5 |
 KY3110|---------------------------------------------------------------------|
 KY3110
 KY3110                          SUPERSEDED SURVEY CONTROL
 KY3110
 KY3110  NAD 83(1995)-  40 05 17.56684(N)    080 04 13.87891(W) AD(       ) 1
 KY3110  NAD 83(1986)-  40 05 17.57040(N)    080 04 13.88760(W) AD(       ) 1
 KY3110  NAD 27      -  40 05 17.31100(N)    080 04 14.69300(W) AD(       ) 1
 KY3110  NGVD 29 (02/08/94)  447.2    (m)         1467.     (f) H LEVEL        
 KY3110
 KY3110.Superseded values are not recommended for survey control.
 KY3110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3110.See file dsdata.txt to determine how the superseded data were derived.
 KY3110
 KY3110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE7923837962(NAD 83)
 KY3110_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KY3110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3110_SP_SET: CONCRETE POST
 KY3110_MARK LOGO: USGS  
 KY3110_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY3110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3110+STABILITY: SURFACE MOTION
 KY3110
 KY3110  HISTORY     - Date     Condition        Report By
 KY3110  HISTORY     - 1927     MONUMENTED       USGS
 KY3110  HISTORY     - 1927     GOOD             CGS
 KY3110  HISTORY     - 1933     GOOD             CGS
 KY3110  HISTORY     - 1933     GOOD             CGS
 KY3110  HISTORY     - 1935     GOOD             CGS
 KY3110  HISTORY     - 1961     GOOD             CGS
 KY3110  HISTORY     - 19890125 GOOD             HARTMN
 KY3110
 KY3110                          STATION DESCRIPTION
 KY3110
 KY3110'DESCRIBED BY US GEOLOGICAL SURVEY 1927 (WM)
 KY3110'A STATION OF THE U.S. GEODETIC SURVEY ABOUT 12 MILES SE OF
 KY3110'WASHINGTON AND 10 MILES S OF W OF CHARLEROI, IN THE VILLAGE OF
 KY3110'SCENERY HILL.
 KY3110'
 KY3110'MARK IS A U.S.G.S. PENNSYLVANIA TABLET SET IN AN 8-BY 8-INCH POST,
 KY3110'REINFORCED BY SURROUNDING WITH CONCRETE.
 KY3110'
 KY3110'REFERENCE MARKS ARE STANDARD DISKS SET IN ROCK.
 KY3110'
 KY3110'THIS STATION IS REACHED BY NATIONAL PIKE TO SCENERY HILL, THENCE N
 KY3110'ONE BLOCK TO SCHOOL BUILDING.  MARK IS JUST N OF THE SCHOOLYARD
 KY3110'FENCE, NEAR NE CORNER, ON LAND OWNED BY THE ELLSWORTH COLLERIES.
 KY3110'
 KY3110'HEIGHT OF SIGNAL ABOVE STATION MARK - 12.375 METERS.
 KY3110
 KY3110                          STATION RECOVERY (1927)
 KY3110
 KY3110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927
 KY3110'RECOVERED IN GOOD CONDITION.
 KY3110
 KY3110                          STATION RECOVERY (1933)
 KY3110
 KY3110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JSB)
 KY3110'ALL MARKS RECOVERED IN GOOD CONDITION.
 KY3110'
 KY3110'STATION IS ABOUT 12 MILES BY ROAD SE OF WASHINGTON, PENNSYLVANIA,
 KY3110'AND ABOUT 12 MILES NW OF BROWNSVILLE, PENNSYLVANIA, ON U.S.
 KY3110'HIGHWAY 40, IN THE VILLAGE OF SCENERY HILL.  STATION MARK IS A
 KY3110'U.S.G.S. PENNSYLVANIA TABLET SET IN 8- BY 8-INCH POST.
 KY3110'REINFORCED BY SURROUNDING WITH CONCRETE 12 INCHES IN CROSS
 KY3110'SECTION.  REFERENCE MARKS ARE U.S.C. AND G.S. STANDARD TABLET
 KY3110'REFERENCE MARKS SET IN OUTCROP SOLID ROCK.  REFERENCE MARK NO. 1,
 KY3110'DISTANCE 26.90 METERS, N 35 DEG E AND CEMENTED IN LARGE
 KY3110'OUTCROP OF ROCK IN PASTUR LAND.  REFERENCE MARK NO. 2, 7.78 METERS
 KY3110'N THROUGH S 28 DEG E, AND CEMENTED IN SOLID OUTCROP OF
 KY3110'ROCK.
 KY3110'
 KY3110'TO REACH, GO TO U.S. HIGHWAY 40 AND FOLLOW IT TO SCENERY HILL.
 KY3110'THENCE N ONE BLOCK TO THE SCHOOL BUILDING.  THE STATION IS 8 FEET
 KY3110'N OF THE SCHOOLYARD FENCE NEAR THE NE CORNER, ON LAND BELONGING TO
 KY3110'THE ELLSWORTH COLLERIES.
 KY3110
 KY3110                          STATION RECOVERY (1933)
 KY3110
 KY3110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KY3110'THIS STATION WAS RECOVERED AS DESCRIBED BY WILLIAM MUSSETTER
 KY3110'1927. IT IS ABOUT 12 MILES SE OF WASHINGTON AND 10 MILES S OF W OF
 KY3110'CHARLEROI, IN THE VILLAGE OF SCENERY HILL.
 KY3110'
 KY3110'REFERENCE MARK NO. 1 IS NE OF THE STATION, ON THE NE SLOPE OF THE
 KY3110'HILL.  IT IS ABOUT 5 FEET LOWER THAN THE STATION.  IT IS A
 KY3110'STANDARD U.S.C. AND G.S. DISK SET IN OUTCROPPING BEDROCK.
 KY3110'
 KY3110'REFERENCE MARK NO. 2, IS S OF THE STATION ON THE LINE WITH THE
 KY3110'FENCE ALONG THE NE SIDE OF THE SCHOOLYARD, AND 8 FEET NW OF THE E
 KY3110'CORNER OF THE SCHOOLYARD.  IT IS A STANDARD U.S.C. AND G.S. DISK
 KY3110'SET IN OUTCROPPING BEDROCK.
 KY3110'
 KY3110'AN AZIMUTH MARK A STANDARD BRONZE DISK SET IN CONCRETE AS
 KY3110'DESCRIBED, WAS ESTABLISHED.  IT IS ABOUT 0.4 MILE SE OF THE
 KY3110'STATION, 20 FEET S OF U.S. HIGHWAY 40, 4 FEET NW OF THE NW CORNER
 KY3110'OF A GARAGE AND 28 FEET E OF THE NE CORNER OF HOUSE ON PROPERTY OF
 KY3110'MRS. JOHN YOUNG.  THE MARK PROJECTS 4 INCHES.
 KY3110'
 KY3110'TO REACH FROM WASHINGTON GO SE ON U.S. HIGHWAY 40 (NATIONAL PIKE)
 KY3110'ABOUT 12 MILES TO THE VILLAGE OF SCENERY HILL.  TURN LEFT 0.1 MILE
 KY3110'E OF TOP OF HILL MARKED BY LARGE BLUE SIGN NATIONAL PIKE-SCENERY
 KY3110'HILL-ELEVATION 1473 FEET.  PROCEED N 0.2 MILE TO THE PUBLIC
 KY3110'SCHOOL. THE STATION IS ON THE PROPERTY OF ELLSWORTH COLLERIES
 KY3110'BEHIND (N OF) THE SCHOOL GROUNDS.  IT IS 8 FEET NE OF THE FENCE
 KY3110'ALONG THE NE SIDE OF THE SCHOOLYARD, 35 FEET N OF THE E CORNER OF
 KY3110'THE SCHOOLYARD, AND 228 FEET ENE OF THE E CORNER OF THE SCHOOL
 KY3110'BUILDING.  THE MARK IS A STANDARD U.S.G.S. DISK SET IN AN 8- BY
 KY3110'8-IN STONE POST WHICH WAS REINFORCED BY SURROUNDING WITH A BLOCK
 KY3110'OF CONCRETE 12 BY 12 INCH IT PROJECTS 8 INCHES ABOVE THE GROUND.
 KY3110'THE DISK IS STAMPED 1467 PITTSBURGH U.S.C. AND G.S. HILLSBORO 1927.
 KY3110'
 KY3110'A 77-FOOT TOWER WILL CLEAR ALL LINES.
 KY3110
 KY3110                          STATION RECOVERY (1935)
 KY3110
 KY3110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JSB)
 KY3110'STATION RECOVERED AS DESCRIBED.
 KY3110'
 KY3110'STATION IS ON LAND BELONGING TO ISAAC SECREST.
 KY3110
 KY3110                          STATION RECOVERY (1961)
 KY3110
 KY3110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RWT)
 KY3110'THE STATION MARK, REFERENCE MARKS 1 AND 2 WAS RECOVERED AS
 KY3110'DESCRIBED AND IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED
 KY3110'FOR BUT NOT RECOVERED.  A NEW AZIMUTH MARK WAS ESTABLISHED.  THE
 KY3110'PROPERTY IN WHICH THE STATION IS LOCATED IS NOW OWNED BY MR. JOHN
 KY3110'KLETCH.
 KY3110'
 KY3110'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ACROSS THE
 KY3110'SCHOOL YARD FOR 0.1 MILE TO U.S. HIGHWAY 40.  TURN RIGHT AND GO
 KY3110'EAST ON HIGHWAY 40 FOR 0.17 MILE TO A RED BRICK SIDING HOUSE ON
 KY3110'THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED.
 KY3110'
 KY3110'THE AZIMUTH MARK, IS A STANDARD DISK STAMPED HILLSBORO 1927 RESET
 KY3110'1961, CEMENTED IN A DRILL HOLE IN TOP OF A 4 BY 5 FOOT BOULDER
 KY3110'WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 13.5 FEET
 KY3110'ESE OF THE EAST EDGE OF A PORCH, 19.9 FEET EAST-SOUTHEAST OF THE
 KY3110'SOUTHEAST CORNER OF THE RED BRICK SIDING HOUSE, 46.6 FEET
 KY3110'NORTH-NORTHWEST OF A POWERLINE POLE NUMBER 13 AND 53.0 FEET
 KY3110'NORTH-NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 40.
 KY3110'
 KY3110'HEIGHT OF LIGHT ABOVE STATION MARK 26.27 METERS.
 KY3110
 KY3110                          STATION RECOVERY (1989)
 KY3110
 KY3110'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1989
 KY3110'THE STATION AND RM NO. 2 WERE RECOVERED AS PREVIOUSLY DESCRIBED.
 KY3110'NO SEARCH MADE FOR RM NO. 1 OR THE AZIMUTH MARK.
 KY3110'THE STATION IS NOT SUITABLE FOR GPS OBSERVATION DUE TO TREES. AN
 KY3110'ECCENTRIC STATION WAS SET IN THE SCHOOLYARD SOUTH OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3594 ***********************************************************************
 KY3594  DESIGNATION -  HILLSBORO ECC
 KY3594  PID         -  KY3594
 KY3594  STATE/COUNTY-  PA/WASHINGTON
 KY3594  USGS QUAD   -  ELLSWORTH (1979)
 KY3594
 KY3594                         *CURRENT SURVEY CONTROL
 KY3594  ___________________________________________________________________
 KY3594* NAD 83(1992)-  40 05 16.76121(N)    080 04 15.50130(W)     ADJUSTED  
 KY3594* NAVD 88     -       446.2    (meters)    1464.     (feet)  VERTCON   
 KY3594  ___________________________________________________________________
 KY3594  X           -     842,611.177 (meters)                     COMP
 KY3594  Y           -  -4,813,544.590 (meters)                     COMP
 KY3594  Z           -   4,085,730.766 (meters)                     COMP
 KY3594  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 KY3594  ELLIP HEIGHT-         412.79  (meters)          (06/21/02) GPS OBS
 KY3594  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KY3594
 KY3594  HORZ ORDER  -  FIRST
 KY3594  ELLP ORDER  -  FOURTH    CLASS I
 KY3594
 KY3594.The horizontal coordinates were established by GPS observations
 KY3594.and adjusted by the National Geodetic Survey in June 2002..
 KY3594
 KY3594.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3594
 KY3594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3594
 KY3594.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3594
 KY3594.The ellipsoidal height was determined by GPS observations
 KY3594.and is referenced to NAD 83.
 KY3594
 KY3594.The geoid height was determined by GEOID03.
 KY3594
 KY3594;                    North         East     Units Scale Factor Converg.
 KY3594;SPC PA S     -    86,393.815   402,084.685   MT  0.99997942   -1 30 21.0
 KY3594;SPC PA S     -   283,443.71  1,319,172.84   sFT  0.99997942   -1 30 21.0
 KY3594;UTM  17      - 4,437,936.745   579,200.221   MT  0.99967722   +0 35 53.8
 KY3594
 KY3594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3594!SPC PA S     -   0.99993525  x   0.99997942  =   0.99991467
 KY3594!UTM  17      -   0.99993525  x   0.99967722  =   0.99961249
 KY3594
 KY3594                          SUPERSEDED SURVEY CONTROL
 KY3594
 KY3594  NAD 83(1995)-  40 05 16.76091(N)    080 04 15.50164(W) AD(       ) 1
 KY3594  NAD 83(1986)-  40 05 16.76452(N)    080 04 15.51021(W) AD(       ) 1
 KY3594  NGVD 29 (02/08/94)  446.3    (m)         1464.     (f) GPS OBS        
 KY3594
 KY3594.Superseded values are not recommended for survey control.
 KY3594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3594.See file dsdata.txt to determine how the superseded data were derived.
 KY3594
 KY3594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE7920037937(NAD 83)
 KY3594_MARKER: H = DRILL HOLE
 KY3594_SETTING: 80 = SET IN A BOULDER
 KY3594_SP_SET: PARTIALLY EXPOSED BOULDER
 KY3594_MARK LOGO: HARTMN
 KY3594_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3594+STABILITY: SURFACE MOTION
 KY3594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3594+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KY3594
 KY3594  HISTORY     - Date     Condition        Report By
 KY3594  HISTORY     - 1989     MONUMENTED       HARTMN
 KY3594
 KY3594                          STATION DESCRIPTION
 KY3594
 KY3594'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 KY3594'THIS STATION WAS SET AS AN ECCENTRIC TO HILLSBORO USGS, WHICH WAS
 KY3594'OBSCURED BY TREES. THE STATION IS LOCATED IN THE REAR YARD OF AN OLD
 KY3594'SCHOOL IN THE VILLAGE OF SCENERY HILL. THE STATION IS 45.778 M
 KY3594'(150.190 FT) IN AZIMUTH 237 FROM HILLSBORO USGS.
 KY3594'THE STATION IS MARKED BY A DRILL HOLE IN THE MOST WESTERLY OF 3
 KY3594'OUTCROPPING BOULDRS WHICH ARE FLUSH WITH THE GROUND, AND IS
 KY3594'APPROXIMATELY 80 FT (24.4 M) NORTH OF AND 15 FT (4.6 M) EAST OF THE
 KY3594'NORTHEAST CORNER OF THE OLD SCHOOL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1997 ***********************************************************************
 KX1997  DESIGNATION -  HILLSIDE NORTH BASE
 KX1997  PID         -  KX1997
 KX1997  STATE/COUNTY-  PA/WESTMORELAND
 KX1997  USGS QUAD   -  BOLIVAR (1993)
 KX1997
 KX1997                         *CURRENT SURVEY CONTROL
 KX1997  ___________________________________________________________________
 KX1997* NAD 83(1992)-  40 23 27.77844(N)    079 14 30.52926(W)     ADJUSTED  
 KX1997* NAVD 88     -       354.     (meters)    1161.     (feet)  SCALED    
 KX1997  ___________________________________________________________________
 KX1997  LAPLACE CORR-           5.46  (seconds)                    DEFLEC99
 KX1997  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KX1997
 KX1997  HORZ ORDER  -  THIRD
 KX1997
 KX1997.The horizontal coordinates were established by classical geodetic methods
 KX1997.and adjusted by the National Geodetic Survey in June 2002..
 KX1997
 KX1997.The orthometric height was scaled from a topographic map.
 KX1997
 KX1997.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1997
 KX1997.The geoid height was determined by GEOID03.
 KX1997
 KX1997;                    North         East     Units Scale Factor Converg.
 KX1997;SPC PA S     -   118,513.144   473,349.026   MT  0.99996004   -0 58 04.4
 KX1997;SPC PA S     -   388,821.87  1,552,979.26   sFT  0.99996004   -0 58 04.4
 KX1997;UTM  17      - 4,472,645.237   649,222.449   MT  0.99987410   +1 08 22.3
 KX1997
 KX1997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX1997!SPC PA S     -   0.99994962  x   0.99996004  =   0.99990966
 KX1997!UTM  17      -   0.99994962  x   0.99987410  =   0.99982373
 KX1997
 KX1997:                Primary Azimuth Mark                     Grid Az
 KX1997:SPC PA S     -  HILLSIDE SOUTH BASE                      217 32 27.0
 KX1997:UTM  17      -  HILLSIDE SOUTH BASE                      215 26 00.3
 KX1997
 KX1997|---------------------------------------------------------------------|
 KX1997| PID    Reference Object                     Distance      Geod. Az  |
 KX1997|                                                           dddmmss.s |
 KX1997| KX2015 HILLSIDE SOUTH BASE                 APPROX. 3.9 KM 2163422.6 |
 KX1997|---------------------------------------------------------------------|
 KX1997
 KX1997                          SUPERSEDED SURVEY CONTROL
 KX1997
 KX1997  NAD 83(1986)-  40 23 27.78294(N)    079 14 30.53575(W) AD(       ) 3
 KX1997  NAD 27      -  40 23 27.53238(N)    079 14 31.41232(W) AD(       ) 3
 KX1997
 KX1997.Superseded values are not recommended for survey control.
 KX1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1997.See file dsdata.txt to determine how the superseded data were derived.
 KX1997
 KX1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE4922272645(NAD 83)
 KX1997_MARKER: DD = SURVEY DISK
 KX1997_SETTING: 0 = UNSPECIFIED SETTING
 KX1997_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX1997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1997
 KX1997  HISTORY     - Date     Condition        Report By
 KX1997  HISTORY     - 1899     MONUMENTED       USGS
 KX1997
 KX1997                          STATION DESCRIPTION
 KX1997
 KX1997'DESCRIBED BY US GEOLOGICAL SURVEY 1899 (SSG)
 KX1997'ON PROLONGATION OF HILLSIDE TANGENT OF PENNSYLVANIA RR., IN FIELD
 KX1997'OWNED BY JOHN BRIDGES, ABOUT 1/3 MI S. OF GRAY RR. STATION.
 KX1997'
 KX1997'STATION MARK--  SANDSTONE POST 40 BY 8 BY 8-IN., SET IN GROUND, IN
 KX1997'CENTER OF TOP OF WHICH IS CEMENTED A STANDARD DISK
 KX1997'MARKED---U S GEOLOGICAL SURVEY-PENNSYLVANIA---.
 KX1997'
 KX1997'REFERENCE MARKS--  IRON BENCH MARK POST SET AT RIGHT ANGLES TO
 KX1997'TANGENT, ON FENCELINE, 7.56 FT DISTANT FROM CENTER OF STATION MARK.
 KX1997'IRON BENCH MARK POST EASTWARD FROM STATION AND AT RIGHT ANGLES TO
 KX1997'TANGENT, 131.2 FT DISTANT FROM CENTER OF STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2015 ***********************************************************************
 KX2015  DESIGNATION -  HILLSIDE SOUTH BASE
 KX2015  PID         -  KX2015
 KX2015  STATE/COUNTY-  PA/WESTMORELAND
 KX2015  USGS QUAD   -  DERRY (1977)
 KX2015
 KX2015                         *CURRENT SURVEY CONTROL
 KX2015  ___________________________________________________________________
 KX2015* NAD 83(1992)-  40 21 46.60106(N)    079 16 08.65271(W)     ADJUSTED  
 KX2015* NAVD 88     -       347.     (meters)    1138.     (feet)  SCALED    
 KX2015  ___________________________________________________________________
 KX2015  LAPLACE CORR-           5.38  (seconds)                    DEFLEC99
 KX2015  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KX2015
 KX2015  HORZ ORDER  -  THIRD
 KX2015
 KX2015.The horizontal coordinates were established by classical geodetic methods
 KX2015.and adjusted by the National Geodetic Survey in June 2002..
 KX2015
 KX2015.The orthometric height was scaled from a topographic map.
 KX2015
 KX2015.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2015
 KX2015.The geoid height was determined by GEOID03.
 KX2015
 KX2015;                    North         East     Units Scale Factor Converg.
 KX2015;SPC PA S     -   115,432.363   470,981.570   MT  0.99996067   -0 59 08.0
 KX2015;SPC PA S     -   378,714.34  1,545,212.03   sFT  0.99996067   -0 59 08.0
 KX2015;UTM  17      - 4,469,479.781   646,970.069   MT  0.99986589   +1 07 16.3
 KX2015
 KX2015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2015!SPC PA S     -   0.99995071  x   0.99996067  =   0.99991139
 KX2015!UTM  17      -   0.99995071  x   0.99986589  =   0.99981661
 KX2015
 KX2015:                Primary Azimuth Mark                     Grid Az
 KX2015:SPC PA S     -  HILLSIDE NORTH BASE                      037 32 27.0
 KX2015:UTM  17      -  HILLSIDE NORTH BASE                      035 26 02.7
 KX2015
 KX2015|---------------------------------------------------------------------|
 KX2015| PID    Reference Object                     Distance      Geod. Az  |
 KX2015|                                                           dddmmss.s |
 KX2015| KX1997 HILLSIDE NORTH BASE                 APPROX. 3.9 KM 0363319.0 |
 KX2015|---------------------------------------------------------------------|
 KX2015
 KX2015                          SUPERSEDED SURVEY CONTROL
 KX2015
 KX2015  NAD 83(1986)-  40 21 46.60557(N)    079 16 08.65910(W) AD(       ) 3
 KX2015  NAD 27      -  40 21 46.35358(N)    079 16 09.53480(W) AD(       ) 3
 KX2015
 KX2015.Superseded values are not recommended for survey control.
 KX2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2015.See file dsdata.txt to determine how the superseded data were derived.
 KX2015
 KX2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE4697069480(NAD 83)
 KX2015_MARKER: DD = SURVEY DISK
 KX2015_SETTING: 0 = UNSPECIFIED SETTING
 KX2015_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX2015
 KX2015  HISTORY     - Date     Condition        Report By
 KX2015  HISTORY     - 1899     MONUMENTED       USGS
 KX2015
 KX2015                          STATION DESCRIPTION
 KX2015
 KX2015'DESCRIBED BY US GEOLOGICAL SURVEY 1899 (SSG)
 KX2015'ON LEVEL RR. DUMP IN FIELD OWNED BY GEORGE PIPER, 0.75 MI SOUTHWARD
 KX2015'FROM HILLSIDE RR. STATION, 16 FT WESTWARD FROM FENCE.
 KX2015'
 KX2015'STATION MARK-- SANDSTONE POST 40 BY 8 BY 8-IN., SET 37 IN. IN GROUND,
 KX2015'IN CENTER OF TOP OF WHICH IS CEMENTED A STANDARD DISK
 KX2015'MARKED---U S GEOLOGICAL SURVEY-PENNSYLVANIA---.
 KX2015'
 KX2015'REFERENCE MARKS--  IRON BENCH MARK POST SET AT RIGHT ANGLES TO TANGENT
 KX2015'NEAR FENCE, 14.97 FT FROM CEMENTED STATION MARK.  IRON BENCH MARK POST
 KX2015'EASTWARD FROM RR. TRACK, JUST INSIDE OF FENCE ON BANK, 109.17 FT FROM
 KX2015'CENTER OF STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3643 ***********************************************************************
 KV3643  DESIGNATION -  HILLTOWN
 KV3643  PID         -  KV3643
 KV3643  STATE/COUNTY-  PA/BUCKS
 KV3643  USGS QUAD   -  DOYLESTOWN (1992)
 KV3643
 KV3643                         *CURRENT SURVEY CONTROL
 KV3643  ___________________________________________________________________
 KV3643* NAD 83(1992)-  40 19 46.48868(N)    075 14 16.61658(W)     ADJUSTED  
 KV3643* NAVD 88     -       206.3    (meters)     677.     (feet)  VERTCON   
 KV3643  ___________________________________________________________________
 KV3643  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 KV3643  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KV3643
 KV3643  HORZ ORDER  -  SECOND
 KV3643
 KV3643.The horizontal coordinates were established by classical geodetic methods
 KV3643.and adjusted by the National Geodetic Survey in June 2002..
 KV3643
 KV3643.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV3643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV3643
 KV3643.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3643
 KV3643.The geoid height was determined by GEOID03.
 KV3643
 KV3643;                    North         East     Units Scale Factor Converg.
 KV3643;SPC PA S     -   113,653.919   813,441.884   MT  0.99996172   +1 37 47.3
 KV3643;SPC PA S     -   372,879.57  2,668,767.25   sFT  0.99996172   +1 37 47.3
 KV3643;UTM  18      - 4,464,365.604   479,786.719   MT  0.99960503   -0 09 14.4
 KV3643
 KV3643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3643!SPC PA S     -   0.99997300  x   0.99996172  =   0.99993472
 KV3643!UTM  18      -   0.99997300  x   0.99960503  =   0.99957804
 KV3643
 KV3643:                Primary Azimuth Mark                     Grid Az
 KV3643:SPC PA S     -  DUBLIN LUTHERAN CHURCH SPIRE             033 53 05.8
 KV3643:UTM  18      -  DUBLIN LUTHERAN CHURCH SPIRE             035 40 07.5
 KV3643
 KV3643|---------------------------------------------------------------------|
 KV3643| PID    Reference Object                     Distance      Geod. Az  |
 KV3643|                                                           dddmmss.s |
 KV3643| KV3644 DUBLIN LUTHERAN CHURCH SPIRE        APPROX. 5.5 KM 0353053.1 |
 KV3643| KV3642 DOYLESTOWN BUCKS CO HOME TANK       APPROX.11.1 KM 1255831.3 |
 KV3643| CF3216 HILLTOWN RM 4 AZIMUTH                              1425157.4 |
 KV3643| CF3213 HILLTOWN AZ MK                                     1445123.9 |
 KV3643| KV3780 HILLTOWN ST PETERS CATH SPIRE       APPROX. 2.7 KM 2113211.9 |
 KV3643| KV3777 TELFORD STANDPIPE                   APPROX. 7.2 KM 2600614.3 |
 KV3643| KV3776 SELLERSVILLE GRANDV HOSP TANK       APPROX. 8.5 KM 2964511.4 |
 KV3643| CF3214 HILLTOWN RM 1                        25.022 METERS 31053     |
 KV3643| CF3215 HILLTOWN RM 2                        31.422 METERS 31101     |
 KV3643| KV3650 HILLTOWN RM 3                        13.700 METERS 32631     |
 KV3643| KV3775 QUAKERTOWN TOHICKON CH SPIRE        APPROX.10.5 KM 3522724.8 |
 KV3643|---------------------------------------------------------------------|
 KV3643
 KV3643                          SUPERSEDED SURVEY CONTROL
 KV3643
 KV3643  NAD 83(1996)-  40 19 46.48808(N)    075 14 16.61659(W) AD(       ) 2
 KV3643  NAD 83(1986)-  40 19 46.48520(N)    075 14 16.62010(W) AD(       ) 2
 KV3643  NAD 27      -  40 19 46.10500(N)    075 14 17.99000(W) AD(       ) 2
 KV3643  NGVD 29 (07/19/86)  206.6    (m)          678.     (f) VERT ANG       
 KV3643
 KV3643.Superseded values are not recommended for survey control.
 KV3643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3643.See file dsdata.txt to determine how the superseded data were derived.
 KV3643
 KV3643_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7978764366(NAD 83)
 KV3643_MARKER: DS = TRIANGULATION STATION DISK
 KV3643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3643
 KV3643  HISTORY     - Date     Condition        Report By
 KV3643  HISTORY     - 1942     MONUMENTED       CGS
 KV3643  HISTORY     - 1942     GOOD             CGS
 KV3643  HISTORY     - 1959     GOOD             CGS
 KV3643  HISTORY     - 1973     GOOD             NGS
 KV3643  HISTORY     - 1974     GOOD             NGS
 KV3643
 KV3643                          STATION DESCRIPTION
 KV3643
 KV3643'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV3643'THE STATION IS LOCATED IN THE VILLAGE OF HILLTOWN WHICH IS LOCATED
 KV3643'ABOUT 3.5 MILES NW OF CHALFONT AND AT THE PROPERTY CORNER OF LANDS
 KV3643'OWNED BY HARVEY WEISEL AND HOWARD GARGES.  IT IS IN THE S CORNER
 KV3643'(REAR) OF LOT OWNED BY HARVEY WEISEL (THIS LOT IS OCCUPIED BY POST
 KV3643'OFFICE AND STORE) 31 FEET N BY W OF THE N CORNER OF GARGES FARM BARN,
 KV3643'45 FEET NE OF A 15- INCH ELM TREE AND 65 FEET W OF THE W CORNER OF A
 KV3643'WOODEN ADDITION TO THE GARGES HOUSE.  IT IS STAMPED HILLTOWN 1942 AND
 KV3643'PROJECTS 6 INCHES.
 KV3643'
 KV3643'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KV3643'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED.
 KV3643'
 KV3643'REFERENCE MARK NO. 1 IS NW OF THE STATION IN THE REAR PROPERTY LINE
 KV3643'OF HARVEY WEISELS LAND.  IT IS STAMPED HILLTOWN NO. 1 1942 AND
 KV3643'PROJECTS 4 INCHES.
 KV3643'
 KV3643'REFERENCE MARK NO. 2 IS NW OF THE STATION IN THE REAR PROPERTY LINE
 KV3643'OF HARVEY WEISELS LAND.  IT IS STAMPED HILLTOWN NO. 2 1942 AND
 KV3643'PROJECTS 4 INCHES.
 KV3643'
 KV3643'THE AZIMUTH MARK IS 0.25 MILE SE OF THE STATION, AT A RIGHT-ANGLE
 KV3643'TURN IN STATE HIGHWAY 152.  IT IS 20 FEET SE OF THE CENTER OF
 KV3643'HIGHWAY 152, 16 FEET SW OF THE CENTER OF A HOUSE DRIVEWAY, 2 FEET SW
 KV3643'OF A V-SHAPED CULVERT AND 2 FEET NE OF A TELEPHONE POLE.  IT IS
 KV3643'STAMPED HILLTOWN 1942 AND PROJECTS 8 INCHES.
 KV3643'
 KV3643'TO REACH THE STATION FROM CHALFONT GO NW ON STATE HIGHWAY 152 FOR 3.6
 KV3643'MILES TO THE HILLTOWN POST OFFICE ON THE LEFT AND THE STATION.
 KV3643'
 KV3643'A 12-FOOT LIGHT AT STATION ZIMMERMAN IS VISIBLE FROM GROUND.
 KV3643'A 50-FOOT TOWER
 KV3643'WILL SEE A 12-FOOT LIGHT AT STATION DOYLESTOWN.
 KV3643'A 50-FOOT TOWER WILL SEE A 74-FOOT
 KV3643'LIGHT AT STATION CHRISTY.
 KV3643'A 50-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION
 KV3643'GROSS.  A
 KV3643'64-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION GARDEN 1929.
 KV3643'A 77-FOOT TOWER WILL
 KV3643'SEE A 74-FOOT LIGHT AT STATION ELEPHANT.
 KV3643'A 77-FOOT TOWER WILL SEE A 60-FOOT
 KV3643'LIGHT AT STATION HAYCOCK 2 1929.
 KV3643'
 KV3643'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 KV3643
 KV3643                          STATION RECOVERY (1942)
 KV3643
 KV3643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KV3643'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO BE IN
 KV3643'GOOD CONDITION.  DISTANCE AND DIRECTION TO REFERENCE
 KV3643'MARKS FOUND TO BE CORRECT.  DESCRIPTION BY GWL ADEQUATE.
 KV3643
 KV3643                          STATION RECOVERY (1959)
 KV3643
 KV3643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (IYF)
 KV3643'STATION, RMS 1 AND 2 AND AZIMUTH MARK WERE RECOVERED IN GOOD
 KV3643'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE AND COMPLETE
 KV3643'EXCEPT THAT THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND.
 KV3643
 KV3643                          STATION RECOVERY (1973)
 KV3643
 KV3643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 KV3643'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 KV3643'THE AZIMUTH MARK HAS BEEN HIT BY SOME OBJECT CAUSING THE
 KV3643'CONCRETE AROUND THE DISK TO CRACK SLIGHTLY.  THE MONUMENT IS SOLID
 KV3643'AND IN GOOD CONDITION.  AN ATTEMPT WAS MADE TO INTERSECT THE
 KV3643'REFERENCE MARKS AND THE AZIMUTH MARK FROM THE STATION.  THE PROPERTY
 KV3643'OWNER WAS NOT AT HOME SO NO OBSERVATIONS WERE TAKEN AT THIS
 KV3643'DATE.
 KV3643'
 KV3643'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-IN HILLTOWN
 KV3643
 KV3643                          STATION RECOVERY (1974)
 KV3643
 KV3643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 KV3643'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 KV3643'IN GOOD CONDITION.  THE AZIMUTH MARK WAS RECOVERED BUT WAS DESTROYED
 KV3643'DUE TO BEING TURNED IN THE WRONG DIRECTION TO THE STATION.  A NEW
 KV3643'REFERENCE MARK 4 WAS ESTABLISHED AND USED AS AN AZIMUTH MARK AT
 KV3643'THIS TIME.  THE DIRECTION TO REFERENCE MARKS 1 AND 2 CHECKED
 KV3643'ADEQUATELY AND THE DISTANCE TO REFERENCE 1 WAS CONFIRMED, BUT THE
 KV3643'DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE IN ERROR BY
 KV3643'0.012 METER.  REFERENCE MARK 3 WAS ALSO ESTABLISHED AT THIS TIME
 KV3643'AND WAS OCCUPIED AS A NEW STATION MARK, FOLLOWING IS A NEW AND
 KV3643'COMPLETE DESCRIPTION.
 KV3643'
 KV3643'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHWEST OF CHALFONT, 2
 KV3643'MILES SOUTHEAST OF BLOOMING GLEN AND IS IN THE TOWN OF HILLTOWN ON
 KV3643'PROPERTY OWNED BY MR. LOUIS WALCH, ROUTE 152 BOX 125, HILLTOWN
 KV3643'PENNSYLVANIA, PHONE NUMBER 822-0906.
 KV3643'
 KV3643'TO REACH THE STATION FROM THE POST OFFICE IN HILLTOWN, GO DIRECTLY
 KV3643'BEHIND THE POST OFFICE AND NEAR THE FENCE LINE.
 KV3643'
 KV3643'STATION MARKS ARE STANDARD DISKS STAMPED HILLTOWN 1942, TOP DISK
 KV3643'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 KV3643'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 180.0 FEET SOUTHWEST OF
 KV3643'THE SOUTHWEST CORNER OF A HOUSE, 25.0 FEET NORTH OF THE CENTER OF A
 KV3643'METAL GATE AND 0.7 FEET NORTHWEST OF A WIRE FENCE.  THE UNDERGROUND
 KV3643'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 KV3643'BELOW THE GROUND SURFACE.
 KV3643'
 KV3643'REFERENCE MARK 1, A STANDARD DISK STAMPED HILLTOWN NO 1 1942, IS SET
 KV3643'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1
 KV3643'INCH ABOVE THE GROUND SURFACE.  IT IS 108.0 FEET NORTH-NORTHWEST OF
 KV3643'THE NORTHWEST CORNER OF A BARN, 44.0 FEET WEST OF A LONE TREE AND
 KV3643'IS SET IN THE CENTER OF THE FENCE LINE.
 KV3643'
 KV3643'REFERENCE MARK 2, A STANDARD DISK STAMPED HILLTOWN NO 2 1942, IS SET
 KV3643'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 KV3643'INCHES ABOVE THE GROUND SURFACE.  IT IS 59.0 FEET SOUTH-SOUTHEAST
 KV3643'OF A FENCE CORNER AND 55.0 FEET WEST OF A LONE TREE AND IS SET IN
 KV3643'THE CENTER OF THE FENCE LINE.
 KV3643'
 KV3643'REFERENCE MARKS 3, ARE STANDARD DISKS STAMPED HILLTOWN 1942 NO 3
 KV3643'1974.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KV3643'CONCRETE MONUMENT THAT IS 10 INCHES BELOW THE GROUND SURFACE.  IT
 KV3643'IS 169.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE POST OFFICE
 KV3643'BUILDING, 38.0 FEET SOUTH OF A LONE TREE AND 11.0 FEET
 KV3643'NORTHEAST OF A WIRE FENCE.  THE UNDERGROUND DISK IS SET IN THE TOP
 KV3643'OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 KV3643'GROUND SURFACE.
 KV3643'
 KV3643'REFERENCE MARK 4, A STANDARD DISK STAMPED HILLTOWN NO 4 1974 1942, IS
 KV3643'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 KV3643'FLUSH WITH THE GROUND SURFACE.  IT IS 30.5 FEET SOUTHEAST OF STATE
 KV3643'HIGHWAY 152, 24.0 FEET NORTHEAST OF A PAVED DRIVEWAY AND 2.5 FEET
 KV3643'SOUTHWEST OF A METAL WITNESS POST.
 KV3643'
 KV3643'TO REACH REFERENCE MARK 4 FROM THE POST OFFICE IN HILLTOWN, GO
 KV3643'SOUTHERLY ON STATE HIGHWAY 152 FOR 0.25 MILE TO THE MARK ON THE
 KV3643'LEFT.
 KV3643'
 KV3643'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--HILLTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3645 ***********************************************************************
 KV3645  DESIGNATION -  HILLTOWN BAPTIST CHURCH SPIRE
 KV3645  PID         -  KV3645
 KV3645  STATE/COUNTY-  PA/BUCKS
 KV3645  USGS QUAD   -  DOYLESTOWN (1992)
 KV3645
 KV3645                         *CURRENT SURVEY CONTROL
 KV3645  ___________________________________________________________________
 KV3645* NAD 83(1992)-  40 20 06.09394(N)    075 12 29.79734(W)     ADJUSTED  
 KV3645* NAVD 88     -                                                        
 KV3645  ___________________________________________________________________
 KV3645  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 KV3645  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KV3645
 KV3645  HORZ ORDER  -  THIRD
 KV3645
 KV3645.The horizontal coordinates were established by classical geodetic methods
 KV3645.and adjusted by the National Geodetic Survey in June 2002..
 KV3645
 KV3645
 KV3645.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3645
 KV3645.The geoid height was determined by GEOID03.
 KV3645
 KV3645;                    North         East     Units Scale Factor Converg.
 KV3645;SPC PA S     -   114,330.503   815,944.937   MT  0.99996153   +1 38 56.6
 KV3645;SPC PA S     -   375,099.33  2,676,979.35   sFT  0.99996153   +1 38 56.6
 KV3645;UTM  18      - 4,464,963.730   482,308.719   MT  0.99960385   -0 08 05.3
 KV3645
 KV3645                          SUPERSEDED SURVEY CONTROL
 KV3645
 KV3645  NAD 83(1996)-  40 20 06.09330(N)    075 12 29.79806(W) AD(       ) 4
 KV3645  NAD 83(1986)-  40 20 06.09066(N)    075 12 29.80084(W) AD(       ) 4
 KV3645  NAD 27      -  40 20 05.71000(N)    075 12 31.17500(W) AD(       ) 3
 KV3645
 KV3645.Superseded values are not recommended for survey control.
 KV3645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3645.See file dsdata.txt to determine how the superseded data were derived.
 KV3645
 KV3645_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8230964964(NAD 83)
 KV3645_MARKER: 90 = CHURCH SPIRE
 KV3645
 KV3645  HISTORY     - Date     Condition        Report By
 KV3645  HISTORY     - 1942     FIRST OBSERVED   CGS
 KV3645  HISTORY     - 20030102 MARK NOT FOUND   USPSQD
 KV3645
 KV3645                          STATION DESCRIPTION
 KV3645
 KV3645'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV3645'THIS INTERSECTION STATION IS THE SPIRE OF THE HILLTOWN BAPTIST CHURCH
 KV3645'WHICH IS ABOUT 1.5 MILES ENE OF THE HILLTOWN POST OFFICE AND 2.2
 KV3645'MILES BY ROAD ENE OF STATE HIGHWAY 152 VIA THE PLUMSTEAD ROAD.  IT IS
 KV3645'A YELLOW STUCCO BUILDING WITH A SLATE ROOF.  THE TIP OF THE SPIRE
 KV3645'ON THE BELFRY WAS THE POINT OBSERVED UPON.  IT IS ABOUT 65 FEET HIGH.
 KV3645
 KV3645                          STATION RECOVERY (2003)
 KV3645
 KV3645'RECOVERY NOTE BY US POWER SQUADRON 2003 (NCS)
 KV3645'THE OLD HILLTOWN BAPTIST CHURCH AND ITS SPIRE WERE DEMOLISHED IN 1961
 KV3645'WHEN A NEW CHURCH BUILDING WAS ERECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3650 ***********************************************************************
 KV3650  DESIGNATION -  HILLTOWN RM 3
 KV3650  PID         -  KV3650
 KV3650  STATE/COUNTY-  PA/BUCKS
 KV3650  USGS QUAD   -  DOYLESTOWN (1992)
 KV3650
 KV3650                         *CURRENT SURVEY CONTROL
 KV3650  ___________________________________________________________________
 KV3650* NAD 83(1992)-  40 19 46.85913(N)    075 14 16.93676(W)     ADJUSTED  
 KV3650* NAVD 88     -       205.8    (meters)     675.     (feet)  VERTCON   
 KV3650  ___________________________________________________________________
 KV3650  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 KV3650  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KV3650
 KV3650  HORZ ORDER  -  FIRST
 KV3650
 KV3650.The horizontal coordinates were established by classical geodetic methods
 KV3650.and adjusted by the National Geodetic Survey in June 2002..
 KV3650
 KV3650.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV3650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV3650
 KV3650.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3650
 KV3650.The geoid height was determined by GEOID03.
 KV3650
 KV3650;                    North         East     Units Scale Factor Converg.
 KV3650;SPC PA S     -   113,665.125   813,434.004   MT  0.99996172   +1 37 47.1
 KV3650;SPC PA S     -   372,916.33  2,668,741.39   sFT  0.99996172   +1 37 47.1
 KV3650;UTM  18      - 4,464,377.046   479,779.194   MT  0.99960503   -0 09 14.6
 KV3650
 KV3650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3650!SPC PA S     -   0.99997308  x   0.99996172  =   0.99993480
 KV3650!UTM  18      -   0.99997308  x   0.99960503  =   0.99957812
 KV3650
 KV3650:                Primary Azimuth Mark                     Grid Az
 KV3650:SPC PA S     -  HILLTOWN RM 4 AZIMUTH                    141 22 44.1
 KV3650:UTM  18      -  HILLTOWN RM 4 AZIMUTH                    143 09 45.8
 KV3650
 KV3650|---------------------------------------------------------------------|
 KV3650| PID    Reference Object                     Distance      Geod. Az  |
 KV3650|                                                           dddmmss.s |
 KV3650| CF3216 HILLTOWN RM 4 AZIMUTH                              1430031.2 |
 KV3650| KV3643 HILLTOWN                             13.700 METERS 14631     |
 KV3650| CF3214 HILLTOWN RM 1                        12.403 METERS 29333     |
 KV3650| CF3215 HILLTOWN RM 2                        18.600 METERS 29940     |
 KV3650|---------------------------------------------------------------------|
 KV3650
 KV3650                          SUPERSEDED SURVEY CONTROL
 KV3650
 KV3650  NAD 83(1996)-  40 19 46.85853(N)    075 14 16.93677(W) AD(       ) 1
 KV3650  NAD 83(1986)-  40 19 46.85536(N)    075 14 16.94003(W) AD(       ) 1
 KV3650  NAD 27      -  40 19 46.47548(N)    075 14 18.31029(W) AD(       ) 1
 KV3650  NGVD 29 (07/19/86)  206.1    (m)          676.     (f) VERT ANG       
 KV3650
 KV3650.Superseded values are not recommended for survey control.
 KV3650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3650.See file dsdata.txt to determine how the superseded data were derived.
 KV3650
 KV3650_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7977964377(NAD 83)
 KV3650_MARKER: DR = REFERENCE MARK DISK
 KV3650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3650_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KV3650
 KV3650  HISTORY     - Date     Condition        Report By
 KV3650  HISTORY     - 1974     MONUMENTED       NGS
 KV3650
 KV3650                          STATION DESCRIPTION
 KV3650
 KV3650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 KV3650'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHWEST OF CHALFONT, 2
 KV3650'MILES SOUTHEAST OF BLOOMING GLEN AND IS IN THE TOWN OF HILLTOWN ON
 KV3650'PROPERTY OWNED BY MR. LOUIS WALCH, ROUTE 152 BOX 125, HILLTOWN,
 KV3650'PENNSYLVANIA, PHONE NUMBER 822-0906.
 KV3650'
 KV3650'TO REACH THE STATION FROM THE POST OFFICE IN HILLTOWN, GO DIRECTLY
 KV3650'BEHIND THE POST OFFICE AND NEAR THE FENCE LINE.
 KV3650'
 KV3650'STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED HILLTOWN 1942
 KV3650'NO 3 1974.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 KV3650'CYLINDRICAL CONCRETE MONUMENT THAT IS SET 10 INCHES BELOW THE
 KV3650'GROUND SURFACE.  IT IS 169.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 KV3650'OF THE POST OFFICE BUILDING, 38.0 FEET SOUTH OF A LONE TREE AND
 KV3650'11.0 FEET NORTHEAST OF A WIRE FENCE.  THE UNDERGROUND DISK IS SET
 KV3650'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 KV3650'GROUND SURFACE.
 KV3650'
 KV3650'STATION HILLTOWN, STANDARD DISKS STAMPED HILLTOWN 1942, IS SET IN THE
 KV3650'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 KV3650'ABOVE THE GROUND SURFACE.  IT IS 180.0 FEET SOUTHWEST OF THE
 KV3650'SOUTHWEST CORNER OF THE POST OFFICE BUILDING, 31.0 FEET NORTH OF
 KV3650'THE NORTHWEST CORNER OF A BARN, 25.0 FEET NORTH OF THE CENTER OF A
 KV3650'METAL GATE AND 0.7 FEET NORTHWEST OF A WIRE FENCE.  THE
 KV3650'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 KV3650'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 KV3650'
 KV3650'REFERENCE MARK 1, A STANDARD DISK STAMPED HILLTOWN NO 1 1942, IS SET
 KV3650'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1
 KV3650'INCH ABOVE THE GROUND SURFACE.  IT IS 108.0 FEET NORTH-NORTHWEST OF
 KV3650'THE NORTHWEST CORNER OF A BARN, 44.0 FEET WEST OF A LONE TREE AND
 KV3650'IS SET IN THE CENTER OF THE FENCE LINE.
 KV3650'
 KV3650'REFERENCE MARK 2, A STANDARD DISK STAMPED HILLTOWN NO 2 1942, IS SET
 KV3650'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 KV3650'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 59.0 FEET SOUTH-SOUTHEAST
 KV3650'OF A FENCE CORNER AND 55.0 FEET WEST OF A LONE TREE AND IS SET IN
 KV3650'THE CENTER OF THE FENCE LINE.
 KV3650'
 KV3650'REFERENCE MARK 4, A STANDARD DISK STAMPED HILLTOWN NO 4 1974, IS SET
 KV3650'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 KV3650'WITH THE GROUND SURFACE.  IT IS 30.5 FEET SOUTHEAST OF STATE
 KV3650'HIGHWAY 152, 24.0 FEET NORTHEAST OF A PAVED DRIVEWAY AND 2.5 FEET
 KV3650'SOUTHWEST OF A METAL WITNESS POST.
 KV3650'
 KV3650'TO REACH REFERENCE MARK 4 FROM THE POST OFFICE IN HILLTOWN, GO
 KV3650'SOUTHERLY ON STATE HIGHWAY 152 FOR 0.25 MILE TO THE MARK ON THE
 KV3650'LEFT.
 KV3650'
 KV3650'NEAREST TOWN--HILLTOWN.
 KV3650'
 KV3650'HEIGHT OF LIGHT ABOVE STATION MARK 30.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3780 ***********************************************************************
 KV3780  DESIGNATION -  HILLTOWN ST PETERS CATH SPIRE
 KV3780  PID         -  KV3780
 KV3780  STATE/COUNTY-  PA/BUCKS
 KV3780  USGS QUAD   -  TELFORD (1995)
 KV3780
 KV3780                         *CURRENT SURVEY CONTROL
 KV3780  ___________________________________________________________________
 KV3780* NAD 83(1992)-  40 18 31.33921(N)    075 15 16.85389(W)     ADJUSTED  
 KV3780* NAVD 88     -                                                        
 KV3780  ___________________________________________________________________
 KV3780  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 KV3780  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 KV3780
 KV3780  HORZ ORDER  -  THIRD
 KV3780
 KV3780.The horizontal coordinates were established by classical geodetic methods
 KV3780.and adjusted by the National Geodetic Survey in June 2002..
 KV3780
 KV3780
 KV3780.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3780
 KV3780.The geoid height was determined by GEOID03.
 KV3780
 KV3780;                    North         East     Units Scale Factor Converg.
 KV3780;SPC PA S     -   111,296.665   812,086.028   MT  0.99996256   +1 37 08.2
 KV3780;SPC PA S     -   365,145.81  2,664,318.91   sFT  0.99996256   +1 37 08.2
 KV3780;UTM  18      - 4,462,052.522   478,358.654   MT  0.99960577   -0 09 53.1
 KV3780
 KV3780                          SUPERSEDED SURVEY CONTROL
 KV3780
 KV3780  NAD 83(1996)-  40 18 31.33884(N)    075 15 16.85345(W) AD(       ) 4
 KV3780  NAD 83(1986)-  40 18 31.33584(N)    075 15 16.85729(W) AD(       ) 4
 KV3780  NAD 27      -  40 18 30.95500(N)    075 15 18.22700(W) AD(       ) 3
 KV3780
 KV3780.Superseded values are not recommended for survey control.
 KV3780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3780.See file dsdata.txt to determine how the superseded data were derived.
 KV3780
 KV3780_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7835962053(NAD 83)
 KV3780_MARKER: 90 = CHURCH SPIRE
 KV3780_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3780+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2005
 KV3780
 KV3780  HISTORY     - Date     Condition        Report By
 KV3780  HISTORY     - 1942     FIRST OBSERVED   CGS
 KV3780  HISTORY     - 19980304 GOOD             USPSQD
 KV3780  HISTORY     - 20030102 GOOD             USPSQD
 KV3780  HISTORY     - 20050129 GOOD             GEOCAC
 KV3780
 KV3780                          STATION DESCRIPTION
 KV3780
 KV3780'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 KV3780'THIS INTERSECTION STATION IS THE ST. PETERS CATHOLIC CHURCH SPIRE.
 KV3780'IT IS ABOUT 1-1/2 MILES SW OF THE HILLTOWN POST OFFICE.
 KV3780'
 KV3780'THE POINT OBSERVED UPON WAS THE BASE OF THE CROSS.
 KV3780
 KV3780                          STATION RECOVERY (1998)
 KV3780
 KV3780'RECOVERY NOTE BY US POWER SQUADRON 1998
 KV3780'RECOVERED IN GOOD CONDITION.
 KV3780
 KV3780                          STATION RECOVERY (2003)
 KV3780
 KV3780'RECOVERY NOTE BY US POWER SQUADRON 2003 (NCS)
 KV3780'RECOVERED IN GOOD CONDITION.
 KV3780
 KV3780                          STATION RECOVERY (2005)
 KV3780
 KV3780'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 KV3780'THE CHURCH IS NOW KNOWN AS ST PETERS REFORMED CHURCH, AND IS LOCATED
 KV3780'IN THE NORTH ANGLE OF THE INTERSECTION OF CHURCH ROAD AND HILLTOWN
 KV3780'PIKE, ABOUT 0.33 MILES SOUTHWEST OF THE INTERSECTION OF HILLTOWN PIKE
 KV3780'AND SELLERSVILLE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2096 ***********************************************************************
 KX2096  DESIGNATION -  HILTY
 KX2096  PID         -  KX2096
 KX2096  STATE/COUNTY-  PA/WESTMORELAND
 KX2096  USGS QUAD   -  VANDERGRIFT (1993)
 KX2096
 KX2096                         *CURRENT SURVEY CONTROL
 KX2096  ___________________________________________________________________
 KX2096* NAD 83(1992)-  40 31 28.21393(N)    079 31 56.97498(W)     ADJUSTED  
 KX2096* NAVD 88     -       457.     (meters)    1499.     (feet)  SCALED    
 KX2096  ___________________________________________________________________
 KX2096  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 KX2096  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KX2096
 KX2096  HORZ ORDER  -  THIRD
 KX2096
 KX2096.The horizontal coordinates were established by classical geodetic methods
 KX2096.and adjusted by the National Geodetic Survey in June 2002..
 KX2096
 KX2096.The orthometric height was scaled from a topographic map.
 KX2096
 KX2096.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2096
 KX2096.The geoid height was determined by GEOID03.
 KX2096
 KX2096;                    North         East     Units Scale Factor Converg.
 KX2096;SPC PA S     -   133,786.239   448,973.289   MT  0.99996033   -1 09 23.3
 KX2096;SPC PA S     -   438,930.35  1,473,006.53   sFT  0.99996033   -1 09 23.3
 KX2096;UTM  17      - 4,487,009.156   624,304.412   MT  0.99979020   +0 57 13.2
 KX2096
 KX2096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2096!SPC PA S     -   0.99993357  x   0.99996033  =   0.99989390
 KX2096!UTM  17      -   0.99993357  x   0.99979020  =   0.99972378
 KX2096
 KX2096:                Primary Azimuth Mark                     Grid Az
 KX2096:SPC PA S     -  BUSH HILL                                247 24 00.1
 KX2096:UTM  17      -  BUSH HILL                                245 17 23.6
 KX2096
 KX2096|---------------------------------------------------------------------|
 KX2096| PID    Reference Object                     Distance      Geod. Az  |
 KX2096|                                                           dddmmss.s |
 KX2096| KX2097 BUSH HILL                           APPROX. 3.9 KM 2461436.8 |
 KX2096|---------------------------------------------------------------------|
 KX2096
 KX2096                          SUPERSEDED SURVEY CONTROL
 KX2096
 KX2096  NAD 83(1986)-  40 31 28.21816(N)    079 31 56.98146(W) AD(       ) 3
 KX2096  NAD 27      -  40 31 27.98569(N)    079 31 57.83194(W) AD(       ) 3
 KX2096
 KX2096.Superseded values are not recommended for survey control.
 KX2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2096.See file dsdata.txt to determine how the superseded data were derived.
 KX2096
 KX2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE2430487009(NAD 83)
 KX2096_MARKER: DD = SURVEY DISK
 KX2096_SETTING: 0 = UNSPECIFIED SETTING
 KX2096_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX2096
 KX2096  HISTORY     - Date     Condition        Report By
 KX2096  HISTORY     - 1900     MONUMENTED       USGS
 KX2096
 KX2096                          STATION DESCRIPTION
 KX2096
 KX2096'DESCRIBED BY US GEOLOGICAL SURVEY 1900 (AHT)
 KX2096'IN BELL TOWNSHIP, ABOUT 1.5 MI N. OF PERRYSVILLE POST OFFICE, ON
 KX2096'EASTERN PART OF BARE KNOB, AND ABOUT 3 FT LOWER THAN HIGHEST PART OF
 KX2096'HILL, ON LAND OWNED BY S. MCCAULEY.
 KX2096'
 KX2096'STATION MARK--  STONE POST 48 BY 8 BY 8-IN. SET 36 IN. IN GROUND, IN
 KX2096'THE CENTER OF TOP OF WHICH IS CEMENTED A STANDARD TRIANGULATION DISK
 KX2096'MARKED---U S GEOLOGICAL SURVEY-PENNSYLVANIA---.
 KX2096'
 KX2096'REFERENCE MARKS--  WITNESS STONES ARE SET IN GROUND 63 FT N. AND 6.18
 KX2096'FT S. OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3108 ***********************************************************************
 KY3108  DESIGNATION -  HITEN
 KY3108  PID         -  KY3108
 KY3108  STATE/COUNTY-  PA/WASHINGTON
 KY3108  USGS QUAD   -  HACKETT (1993)
 KY3108
 KY3108                         *CURRENT SURVEY CONTROL
 KY3108  ___________________________________________________________________
 KY3108* NAD 83(1992)-  40 09 09.54959(N)    080 06 49.23280(W)     ADJUSTED  
 KY3108* NAVD 88     -       400.5    (meters)    1314.     (feet)  VERTCON   
 KY3108  ___________________________________________________________________
 KY3108  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 KY3108  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 KY3108
 KY3108  HORZ ORDER  -  SECOND
 KY3108
 KY3108.The horizontal coordinates were established by classical geodetic methods
 KY3108.and adjusted by the National Geodetic Survey in June 2002..
 KY3108
 KY3108.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY3108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY3108
 KY3108.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3108
 KY3108.The geoid height was determined by GEOID03.
 KY3108
 KY3108;                    North         East     Units Scale Factor Converg.
 KY3108;SPC PA S     -    93,667.685   398,636.283   MT  0.99997295   -1 32 00.7
 KY3108;SPC PA S     -   307,308.06  1,307,859.21   sFT  0.99997295   -1 32 00.7
 KY3108;UTM  17      - 4,445,076.908   575,488.142   MT  0.99967015   +0 34 17.6
 KY3108
 KY3108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3108!SPC PA S     -   0.99994242  x   0.99997295  =   0.99991537
 KY3108!UTM  17      -   0.99994242  x   0.99967015  =   0.99961259
 KY3108
 KY3108:                Primary Azimuth Mark                     Grid Az
 KY3108:SPC PA S     -  BARNEY                                   022 17 03.7
 KY3108:UTM  17      -  BARNEY                                   020 10 45.4
 KY3108
 KY3108|---------------------------------------------------------------------|
 KY3108| PID    Reference Object                     Distance      Geod. Az  |
 KY3108|                                                           dddmmss.s |
 KY3108| KY3107 BARNEY                              APPROX. 2.3 KM 0204503.0 |
 KY3108| CX4690 HITEN RM 1                           12.009 METERS 08913     |
 KY3108| CX4691 HITEN RM 2                           11.899 METERS 21915     |
 KY3108|---------------------------------------------------------------------|
 KY3108
 KY3108                          SUPERSEDED SURVEY CONTROL
 KY3108
 KY3108  NAD 83(1995)-  40 09 09.54651(N)    080 06 49.22880(W) AD(       ) 2
 KY3108  NAD 83(1986)-  40 09 09.55353(N)    080 06 49.24081(W) AD(       ) 2
 KY3108  NAD 27      -  40 09 09.29700(N)    080 06 50.04170(W) AD(       ) 2
 KY3108  NGVD 29 (07/19/86)  400.7    (m)         1315.     (f) VERT ANG       
 KY3108
 KY3108.Superseded values are not recommended for survey control.
 KY3108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3108.See file dsdata.txt to determine how the superseded data were derived.
 KY3108
 KY3108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE7548845077(NAD 83)
 KY3108_MARKER: DS = TRIANGULATION STATION DISK
 KY3108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3108
 KY3108  HISTORY     - Date     Condition        Report By
 KY3108  HISTORY     - 1961     MONUMENTED       CGS
 KY3108  HISTORY     - 1971     GOOD             PADT
 KY3108
 KY3108                          STATION DESCRIPTION
 KY3108
 KY3108'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 KY3108'STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF EIGHTYFOUR,
 KY3108'4-1/2 MILES NORTHWEST OF COKESBURG, 7 MILES EAST OF WASHINGTON, ON
 KY3108'THE PROPERTY OF PENNA. POWER AND LIGHT, CO.
 KY3108'
 KY3108'TO REACH THE STATION FROM THE SMALL SETTLEMENT OF EIGHTYFOUR, GO
 KY3108'SOUTHERLY ON STATE ROUTE 519 FOR 1.8 MILES TO THE TRAFFIC
 KY3108'INTERCHANGE AT THE JUNCTION OF STATE HIGHWAY 71 ALTERNATE,
 KY3108'CONTINUE SOUTHERLY ON STATE HIGHWAY 519 FOR 0.4 MILES TO A SIDE
 KY3108'ROAD LEFT, TURN LEFT, GO EASTERLY ON GRAVELED ROAD FOR 0.7 MILES
 KY3108'TO A CROSSROADS AT THE TOP OF RIDGE, TURN LEFT, GO NORTHERLY ON
 KY3108'OLD ROUGH AND ROCKY ROAD FOR 0.3 MILES TO HIGHLINE TOWER AND
 KY3108'STATION AS DESCRIBED.  NOTE IN WET WEATHER NORMAL TRUCK CANNOT BE
 KY3108'DRIVEN THE LAST 0.3 MILES.
 KY3108'
 KY3108'STATION MARK IS A STANDARD DISK STAMPED, HITEN 1961 SET IN TOP OF
 KY3108'A 10 X 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 KY3108'ABOVE GROUND SURFACE.  IT IS 13.6 FEET SOUTHWEST OF THE NORTHEAST
 KY3108'LEG OF A FOUR LEGGED HIGHLINE TOWER, 14.4 FEET SOUTHEAST OF THE
 KY3108'NORTHWEST LEG OF HIGHLINE TOWER, 12.4 FEET NORTHEAST OF THE
 KY3108'SOUTHWEST LEG OF HIGHLINE TOWER, 14.0 FEET NORTHWEST OF THE
 KY3108'SOUTHEAST LEG OF HIGHLINE TOWER, 9.4 FEET EAST OF A STANDARD METAL
 KY3108'WITNESS POST, 41.0 FEET OF POWERLINE POLE NUMBER 150479.
 KY3108'
 KY3108'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HITEN NO. 1 1961,
 KY3108'SET IN TOP OF A 10X10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 KY3108'1 INCH ABOVE THE GROUND SURFACE.  IT IS 2.0 FEET NORTH-NORTHWEST
 KY3108'OF POWERLINE POLE NUMBER 150479, 48.8 FEET EAST OF A STANDARD
 KY3108'METAL WITNESS POST, 29.5 FEET SOUTH-SOUTHEAST OF THE NORTHEAST
 KY3108'LEG OF A FOUR LEGGED HIGHLINE TOWER.
 KY3108'
 KY3108'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HITEN NO. 2 1961,
 KY3108'SET IN TOP OF A 10X10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 KY3108'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 34.0 FEET
 KY3108'SOUTH-SOUTHWEST OF A STANDARD METAL WITNESS POST, 71.0 FEET
 KY3108'WEST-SOUTHWEST OF POWERLINE POLE NUMBER 150479, 27.5 FEET
 KY3108'SOUTH-SOUTHWEST OF THE SOUTHWEST LEG OF A FOUR LEGGED HIGHLINE TOWER.
 KY3108
 KY3108                          STATION RECOVERY (1971)
 KY3108
 KY3108'RECOVERY NOTE BY PA DEPT OF TRANSP 1971
 KY3108'HITEN 1961 GOOD HITEN RM NO. 1 1961
 KY3108'GOOD HITEN RM NO. 2 1961 GOOD
 KY3108'
 KY3108'FOUND AS DESCRIBED.  SITED BARNEY FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0112 ***********************************************************************
 MB0112  DESIGNATION -  HITES
 MB0112  PID         -  MB0112
 MB0112  STATE/COUNTY-  PA/CRAWFORD
 MB0112  USGS QUAD   -  MEADVILLE (1990)
 MB0112
 MB0112                         *CURRENT SURVEY CONTROL
 MB0112  ___________________________________________________________________
 MB0112* NAD 83(1992)-  41 44 58.59320(N)    080 11 09.65264(W)     ADJUSTED  
 MB0112* NAVD 88     -       432.851  (meters)    1420.11   (feet)  ADJUSTED  
 MB0112  ___________________________________________________________________
 MB0112  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 MB0112  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 MB0112  DYNAMIC HT  -         432.674 (meters)    1419.53  (feet)  COMP
 MB0112  MODELED GRAV-     980,199.2   (mgal)                       NAVD 88
 MB0112
 MB0112  HORZ ORDER  -  SECOND
 MB0112  VERT ORDER  -  SECOND    CLASS 0
 MB0112
 MB0112.The horizontal coordinates were established by classical geodetic methods
 MB0112.and adjusted by the National Geodetic Survey in June 2002..
 MB0112
 MB0112.The orthometric height was determined by differential leveling
 MB0112.and adjusted by the National Geodetic Survey in June 1991..
 MB0112
 MB0112.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB0112
 MB0112.The geoid height was determined by GEOID03.
 MB0112
 MB0112.The dynamic height is computed by dividing the NAVD 88
 MB0112.geopotential number by the normal gravity value computed on the
 MB0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0112.degrees latitude (g = 980.6199 gals.).
 MB0112
 MB0112.The modeled gravity was interpolated from observed gravity values.
 MB0112
 MB0112;                    North         East     Units Scale Factor Converg.
 MB0112;SPC PA N     -   178,643.394   397,417.114   MT  0.99997361   -1 36 41.5
 MB0112;SPC PA N     -   586,099.20  1,303,859.31   sFT  0.99997361   -1 36 41.5
 MB0112;UTM  17      - 4,622,296.349   567,676.224   MT  0.99965636   +0 32 31.3
 MB0112
 MB0112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB0112!SPC PA N     -   0.99993744  x   0.99997361  =   0.99991105
 MB0112!UTM  17      -   0.99993744  x   0.99965636  =   0.99959382
 MB0112
 MB0112|---------------------------------------------------------------------|
 MB0112| PID    Reference Object                     Distance      Geod. Az  |
 MB0112|                                                           dddmmss.s |
 MB0112| MB0113 HITES RM 1                           14.750 METERS 07909     |
 MB0112| MB1864 KERR                                APPROX.13.4 KM 1755800.8 |
 MB0112| MB0111 HITES RM 2                           14.323 METERS 17905     |
 MB0112|---------------------------------------------------------------------|
 MB0112
 MB0112                          SUPERSEDED SURVEY CONTROL
 MB0112
 MB0112  NAD 83(1995)-  41 44 58.60250(N)    080 11 09.65465(W) AD(       ) 2
 MB0112  NAD 83(1986)-  41 44 58.59999(N)    080 11 09.65390(W) AD(       ) 2
 MB0112  NAD 27      -  41 44 58.39950(N)    080 11 10.44470(W) AD(       ) 2
 MB0112  NGVD 29 (??/??/92)  433.016  (m)         1420.65   (f) ADJ UNCH    2 0
 MB0112
 MB0112.Superseded values are not recommended for survey control.
 MB0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0112.See file dsdata.txt to determine how the superseded data were derived.
 MB0112
 MB0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG6767622296(NAD 83)
 MB0112_MARKER: DB = BENCH MARK DISK
 MB0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0112_STAMPING: HITES 1961
 MB0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0112+STABILITY: SURFACE MOTION
 MB0112
 MB0112  HISTORY     - Date     Condition        Report By
 MB0112  HISTORY     - 1961     MONUMENTED       CGS
 MB0112  HISTORY     - 1961     GOOD             CGS
 MB0112
 MB0112                          STATION DESCRIPTION
 MB0112
 MB0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 MB0112'THE STATION IS LOCATED ON A HIGH PROMINENT HILL ABOUT 4.0 MILES
 MB0112'SOUTHWEST OF VENANGO, 8.0 MILES NORTH OF MEADVILLE
 MB0112'AND ON PROPERTY OWNED BY MR. HITES.
 MB0112'
 MB0112'TO REACH THE STATION FROM THE POST OFFICE IN SAGERTOWN, GO NORTH ON
 MB0112'U.S. HIGHWAY 19 FOR 0.35 MILE TO THE JUNCTION OF STATE HIGHWAY
 MB0112'198.  TURN LEFT AND GO WEST ON HIGHWAY 198 FOR 0.4 MILE TO A
 MB0112'CROSSROAD, TURN RIGHT AND GO NORTH ON A MACADAM ROAD
 MB0112'FOR 1.8 MILES TO A SIDE ROAD LEFT, TURN LEFT, GO 0.15 MILE TO A
 MB0112'Y-FORK, KEEP RIGHT FORK AND GO WEST ON A GRAVELED ROAD FOR
 MB0112'0.7 MILE TO A FARM ROAD RIGHT, BETWEEN TWO ROWS OF TREES, TURN RIGHT,
 MB0112'FOLLOW THE FARM ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT
 MB0112'AS DESCRIBED.
 MB0112'
 MB0112'THE STATION MARK, IS A STANDARD DISK STAMPED HITES 1961, SET IN TOP
 MB0112'OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS 1 INCH
 MB0112'ABOVE THE GROUND SURFACE.  IT IS 12.0 FEET SOUTH-SOUTHWEST OF A TWIN
 MB0112'TRUNK TRIANGULAR BLAZED WILD CHERRY TREE, 15.0
 MB0112'FEET EAST OF THE APPROXIMATE CENTER OF THE FIELD ROAD AND 21.0 FEET
 MB0112'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A CULTIVATED FIELD.
 MB0112'
 MB0112'REFERENCE MARK 1, IS A STANDARD DISK STAMPED HITES NO 1 1961, SET IN
 MB0112'TOP OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS 1 INCH
 MB0112'ABOVE THE GROUND SURFACE.  IT IS 6.0 FEET SOUTH OF THE SOUTH EDGE OF
 MB0112'A CULTIVATED FIELD, 45.0 FEET EAST-SOUTHEAST OF THE TWIN
 MB0112'TRUNK CHERRY TREE, 64.0 FEET EAST-NORTHEAST OF THE APPROXIMATE CENTER
 MB0112'OF THE FIELD ROAD AND ABOUT 6.0 INCHES HIGHER THAN THE
 MB0112'STATION MARK.
 MB0112'
 MB0112'REFERENCE MARK 2, IS A STANDARD DISK STAMPED HITES NO 2 1961, SET IN
 MB0112'TOP OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS 1 INCH ABOVE THE
 MB0112'GROUND SURFACE.  IT IS 15.0 FEET EAST OF THE APPROXIMATE CENTER OF
 MB0112'THE FIELD ROAD, 24.0 FEET EAST OF THE EAST EDGE OF THE
 MB0112'CULTIVATED FIELD, 58.0 FEET SOUTH-SOUTHWEST OF THE TWIN TRUNK CHERRY
 MB0112'TREE AND ABOUT 6.0 INCHES LOWER THAN THE STATION MARK.
 MB0112'
 MB0112'HEIGHT OF LIGHT ABOVE STATION MARK 30.34 METERS.
 MB0112
 MB0112                          STATION RECOVERY (1961)
 MB0112
 MB0112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 MB0112'5 MI NW FROM SAEGERTOWN.
 MB0112'ABOUT 0.2 MILE NORTH ALONG U.S. HIGHWAY 19, FROM THE POST OFFICE
 MB0112'IN SAEGERTOWN, THENCE 1.9 MILES WEST ALONG COUNTY HIGHWAY 20054,
 MB0112'THENCE 0.8 MILE WEST ALONG TOWNSHIP ROAD 699, THENCE 1.7 MILES
 MB0112'NORTH ALONG TOWNSHIP ROAD 520, THENCE 0.2 MILE EAST ALONG TOWNSHIP
 MB0112'ROAD 733, THENCE 0.25 MILE EAST ALONG TOWNSHIP ROAD 729, THENCE
 MB0112'0.15 MILE NORTH ALONG A FARM LANE, 21.0 FEET EAST-SOUTHEAST OF
 MB0112'THE NORTHEAST CORNER OF A CULTIVATED FIELD, 15.0 FEET EAST OF
 MB0112'THE CENTERLINE OF A FIELD ROAD AND 12.0 FEET SOUTH-SOUTHWEST OF
 MB0112'A TWIN TRUNK WILD CHERRY TREE WITH A TRIANGULAR BLAZE.  SET IN
 MB0112'TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING ABOUT 1-INCH ABOVE
 MB0112'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0113 ***********************************************************************
 MB0113  DESIGNATION -  HITES RM 1
 MB0113  PID         -  MB0113
 MB0113  STATE/COUNTY-  PA/CRAWFORD
 MB0113  USGS QUAD   -  MEADVILLE (1990)
 MB0113
 MB0113                         *CURRENT SURVEY CONTROL
 MB0113  ___________________________________________________________________
 MB0113* NAD 83(1986)-  41 44 58.     (N)    080 11 10.     (W)     SCALED    
 MB0113* NAVD 88     -       432.875  (meters)    1420.19   (feet)  ADJUSTED  
 MB0113  ___________________________________________________________________
 MB0113  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 MB0113  DYNAMIC HT  -         432.697 (meters)    1419.61  (feet)  COMP
 MB0113  MODELED GRAV-     980,199.2   (mgal)                       NAVD 88
 MB0113
 MB0113  VERT ORDER  -  SECOND    CLASS 0
 MB0113
 MB0113.The horizontal coordinates were scaled from a topographic map and have
 MB0113.an estimated accuracy of +/- 6 seconds.
 MB0113
 MB0113.The orthometric height was determined by differential leveling
 MB0113.and adjusted by the National Geodetic Survey in June 1991..
 MB0113
 MB0113.The geoid height was determined by GEOID03.
 MB0113
 MB0113.The dynamic height is computed by dividing the NAVD 88
 MB0113.geopotential number by the normal gravity value computed on the
 MB0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0113.degrees latitude (g = 980.6199 gals.).
 MB0113
 MB0113.The modeled gravity was interpolated from observed gravity values.
 MB0113
 MB0113;                    North         East    Units  Estimated Accuracy
 MB0113;SPC PA N     -   178,630.      397,410.      MT  (+/- 180 meters Scaled)
 MB0113
 MB0113                          SUPERSEDED SURVEY CONTROL
 MB0113
 MB0113  NGVD 29 (??/??/92)  433.039  (m)         1420.73   (f) ADJ UNCH    2 0
 MB0113
 MB0113.Superseded values are not recommended for survey control.
 MB0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0113.See file dsdata.txt to determine how the superseded data were derived.
 MB0113
 MB0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG676222(NAD 83)
 MB0113_MARKER: DR = REFERENCE MARK DISK
 MB0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0113_STAMPING: HITES NO 1 1961
 MB0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0113+STABILITY: SURFACE MOTION
 MB0113
 MB0113  HISTORY     - Date     Condition        Report By
 MB0113  HISTORY     - 1961     MONUMENTED       CGS
 MB0113
 MB0113                          STATION DESCRIPTION
 MB0113
 MB0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0113'5 MI NW FROM SAEGERTOWN.
 MB0113'ABOUT 0.2 MILE NORTH ALONG U.S. HIGHWAY 19 FROM THE POSTOFFICE
 MB0113'IN SAEGERTOWN, THENCE 1.9 MILES WEST ALONG COUNTY HIGHWAY 20054,
 MB0113'THENCE 0.8 MILE WEST ALONG TOWNSHIP ROAD 699, THENCE 1.7 MILE
 MB0113'NORTH ALONG TOWNSHIP ROAD 520, THENCE 0.2 MILE EAST ALONG TOWNSHIP
 MB0113'ROAD 733, THENCE 0.25 MILE EAST ALONG TOWNSHIP ROAD 729, THENCE
 MB0113'0.15 MILE NORTH ALONG A FARM LANE, 64.0 FEET EAST-NORTHEAST
 MB0113'OF THE CENTERLINE OF A FIELD ROAD, 48.4 FEET EAST OF THE STATION
 MB0113'MARK, 45.0 FEET EAST-SOUTHEAST OF A TWIN TRUNK WILD CHERRY TREE
 MB0113'WITH A TRIANGULAR BLAZE, 6.0 FEET SOUTH OF THE SOUTH EDGE OF A
 MB0113'CULTIVATED FIELD AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 MB0113'SET IN TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING ABOUT 1
 MB0113'INCH ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0111 ***********************************************************************
 MB0111  DESIGNATION -  HITES RM 2
 MB0111  PID         -  MB0111
 MB0111  STATE/COUNTY-  PA/CRAWFORD
 MB0111  USGS QUAD   -  MEADVILLE (1990)
 MB0111
 MB0111                         *CURRENT SURVEY CONTROL
 MB0111  ___________________________________________________________________
 MB0111* NAD 83(1986)-  41 44 58.     (N)    080 11 10.     (W)     SCALED    
 MB0111* NAVD 88     -       432.500  (meters)    1418.96   (feet)  ADJUSTED  
 MB0111  ___________________________________________________________________
 MB0111  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 MB0111  DYNAMIC HT  -         432.323 (meters)    1418.38  (feet)  COMP
 MB0111  MODELED GRAV-     980,199.2   (mgal)                       NAVD 88
 MB0111
 MB0111  VERT ORDER  -  SECOND    CLASS 0
 MB0111
 MB0111.The horizontal coordinates were scaled from a topographic map and have
 MB0111.an estimated accuracy of +/- 6 seconds.
 MB0111
 MB0111.The orthometric height was determined by differential leveling
 MB0111.and adjusted by the National Geodetic Survey in June 1991..
 MB0111
 MB0111.The geoid height was determined by GEOID03.
 MB0111
 MB0111.The dynamic height is computed by dividing the NAVD 88
 MB0111.geopotential number by the normal gravity value computed on the
 MB0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0111.degrees latitude (g = 980.6199 gals.).
 MB0111
 MB0111.The modeled gravity was interpolated from observed gravity values.
 MB0111
 MB0111;                    North         East    Units  Estimated Accuracy
 MB0111;SPC PA N     -   178,630.      397,410.      MT  (+/- 180 meters Scaled)
 MB0111
 MB0111                          SUPERSEDED SURVEY CONTROL
 MB0111
 MB0111  NGVD 29 (??/??/92)  432.664  (m)         1419.50   (f) ADJ UNCH    2 0
 MB0111
 MB0111.Superseded values are not recommended for survey control.
 MB0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0111.See file dsdata.txt to determine how the superseded data were derived.
 MB0111
 MB0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG676222(NAD 83)
 MB0111_MARKER: DR = REFERENCE MARK DISK
 MB0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0111_STAMPING: HITES NO 2 1961
 MB0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0111+STABILITY: SURFACE MOTION
 MB0111
 MB0111  HISTORY     - Date     Condition        Report By
 MB0111  HISTORY     - 1961     MONUMENTED       CGS
 MB0111
 MB0111                          STATION DESCRIPTION
 MB0111
 MB0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0111'5 MI NW FROM SAEGERTOWN.
 MB0111'ABOUT 0.2 MILE NORTH ALONG U.S. HIGHWAY 19 FROM THE POST OFFICE
 MB0111'IN SAEGERTOWN, THENCE 1.9 MILES WEST ALONG COUNTY HIGHWAY 20054,
 MB0111'THENCE 0.8 MILE WEST ALONG TOWNSHIP ROAD 699, THENCE 1.7 MILES
 MB0111'NORTH ALONG TOWNSHIP ROAD 520, THENCE 0.2 MILE EAST ALONG TOWNSHIP
 MB0111'ROAD 733, THENCE 0.25 MILE EAST ALONG TOWNSHIP ROAD 729, THENCE
 MB0111'0.15 MILE NORTH ALONG A FARM LANE, 58.0 FEET SOUTH-SOUTHWEST OF
 MB0111'A TRIANGULAR BLAZED TWIN TRUNK WILD CHERRY TREE, 46.9 FEET SOUTH
 MB0111'OF THE STATION, 24.0 FEET EAST OF THE EAST EDGE OF A CULTIVATED
 MB0111'FIELD AND 15.0 FEET EAST OF THE CENTERLINE OF A FIELD ROAD.  SET
 MB0111'IN TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING ABOUT 1 INCH
 MB0111'ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3034 ***********************************************************************
 JU3034  DESIGNATION -  HITNER 1925
 JU3034  PID         -  JU3034
 JU3034  STATE/COUNTY-  PA/PHILADELPHIA
 JU3034  USGS QUAD   -  CAMDEN (1995)
 JU3034
 JU3034                         *CURRENT SURVEY CONTROL
 JU3034  ___________________________________________________________________
 JU3034* NAD 83(1992)-  39 59 30.72901(N)    075 03 53.68874(W)     ADJUSTED  
 JU3034* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 JU3034  ___________________________________________________________________
 JU3034  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 JU3034  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU3034
 JU3034  HORZ ORDER  -  THIRD
 JU3034
 JU3034.The horizontal coordinates were established by classical geodetic methods
 JU3034.and adjusted by the National Geodetic Survey in June 2002..
 JU3034
 JU3034.The orthometric height was scaled from a topographic map.
 JU3034
 JU3034.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3034
 JU3034.The geoid height was determined by GEOID03.
 JU3034
 JU3034;                    North         East     Units Scale Factor Converg.
 JU3034;SPC PA S     -    76,606.188   829,279.772   MT  0.99999136   +1 44 31.4
 JU3034;SPC PA S     -   251,332.14  2,720,728.72   sFT  0.99999136   +1 44 31.4
 JU3034;SPC NJ       -   128,764.539   101,758.820   MT  0.99992864   -0 21 47.0
 JU3034;SPC NJ       -   422,454.99    333,853.73   sFT  0.99992864   -0 21 47.0
 JU3034;UTM  18      - 4,426,856.794   494,458.342   MT  0.99960038   -0 02 30.2
 JU3034
 JU3034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3034!SPC PA S     -   1.00000521  x   0.99999136  =   0.99999657
 JU3034!SPC NJ       -   1.00000521  x   0.99992864  =   0.99993385
 JU3034!UTM  18      -   1.00000521  x   0.99960038  =   0.99960559
 JU3034
 JU3034:                Primary Azimuth Mark                     Grid Az
 JU3034:SPC PA S     -  FRANKFORD LENNING CO STANDPIPE           010 40 24.5
 JU3034:SPC NJ       -  FRANKFORD LENNING CO STANDPIPE           012 46 42.9
 JU3034:UTM  18      -  FRANKFORD LENNING CO STANDPIPE           012 27 26.1
 JU3034
 JU3034|---------------------------------------------------------------------|
 JU3034| PID    Reference Object                     Distance      Geod. Az  |
 JU3034|                                                           dddmmss.s |
 JU3034| KV3664 FRANKFORD LENNING CO STANDPIPE      APPROX. 1.3 KM 0122455.9 |
 JU3034| KV3668 FRANKFORD LENNING CO CHIMNEY        APPROX. 1.3 KM 0134501.4 |
 JU3034| KV3673 PHILADELPHIA TACONY MILLS STK       APPROX. 3.4 KM 0345213.4 |
 JU3034| JU3039 DELAIR CAMDEN WATER WKS STACK       APPROX. 1.4 KM 1034316.6 |
 JU3034| JU3033 TANK                                APPROX. 1.5 KM 1810017.4 |
 JU3034| JU3032 DELAIR KIECKHEFER CONTAIN STK       APPROX. 1.6 KM 1810341.5 |
 JU3034| KV3667 PHILADELPHIA ALL SAINTS SPIRE       APPROX. 1.2 KM 3363300.4 |
 JU3034|---------------------------------------------------------------------|
 JU3034
 JU3034                          SUPERSEDED SURVEY CONTROL
 JU3034
 JU3034  NAD 83(1996)-  39 59 30.72901(N)    075 03 53.68874(W) AD(       ) 3
 JU3034  NAD 83(1991)-  39 59 30.72610(N)    075 03 53.69173(W) AD(       ) 3
 JU3034  NAD 83(1986)-  39 59 30.72472(N)    075 03 53.69502(W) AD(       ) 3
 JU3034  NAD 27      -  39 59 30.32200(N)    075 03 55.06800(W) AD(       ) 3
 JU3034
 JU3034.Superseded values are not recommended for survey control.
 JU3034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3034.See file dsdata.txt to determine how the superseded data were derived.
 JU3034
 JU3034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9445826857(NAD 83)
 JU3034_MARKER: Z = SEE DESCRIPTION
 JU3034_SETTING: 0 = UNSPECIFIED SETTING
 JU3034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3034
 JU3034  HISTORY     - Date     Condition        Report By
 JU3034  HISTORY     - 1925     MONUMENTED       CGS
 JU3034  HISTORY     - 1935     MARK NOT FOUND   CGS
 JU3034  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU3034
 JU3034                          STATION DESCRIPTION
 JU3034
 JU3034'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 JU3034'ON THE LONGEST DOCK (WOODEN) OF HENRY A HITNER AND SONS SCRAP IRON
 JU3034'YARD.  THERE ARE TWO LARGE CRANES RUNNING ON RAILS ON THIS DOCK.
 JU3034'THE STATION IS MARKED BY THREE COPPER NAILS IN THE SHAPE OF A SMALL
 JU3034'TRIANGLE.  IT IS LOCATED NEAR THE UPPER OUTER CORNER OF THE
 JU3034'DOCK.
 JU3034'
 JU3034'THE STATION IS 1.04 METERS FROM OUTER SIDE OF UPPER WALE.
 JU3034'
 JU3034'THE STATION IS 1.515 METERS FROM OUTER SIDE OF END WALE.
 JU3034'
 JU3034'THE STATION IS 7.430 METERS FROM OUTER SIDE OF LOWER WALE.
 JU3034'
 JU3034'THE STATION IS 0.748 METER FROM NEAR RAIL.
 JU3034'
 JU3034'THIS DOCK IS ABOUT 400 YARDS E OF ORTHODOX STREET, BRIDESBURG,
 JU3034'PHILADELPHIA.
 JU3034'
 JU3034'HEIGHT OF SIGNAL ABOVE STATION MARK - 2-1/2 METERS.
 JU3034
 JU3034                          STATION RECOVERY (1935)
 JU3034
 JU3034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 JU3034'PIER HAS BEEN REBUILT AND STATION DESTROYED.
 JU3034
 JU3034                          STATION RECOVERY (1946)
 JU3034
 JU3034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3034'IT IS RECOMMENDED THIS STATION BE CONSIDERED DESTROYED AS REPORTED BY
 JU3034'E.B.R. IN 1935 RECOVERY.  THE PIER MENTIONED IN ORIGINAL
 JU3034'DESCRIPTION HAS BEEN REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU4194 ***********************************************************************
 JU4194  DESIGNATION -  HITNER 2
 JU4194  PID         -  JU4194
 JU4194  STATE/COUNTY-  PA/PHILADELPHIA
 JU4194  USGS QUAD   -  CAMDEN (1995)
 JU4194
 JU4194                         *CURRENT SURVEY CONTROL
 JU4194  ___________________________________________________________________
 JU4194* NAD 83(1992)-  39 59 30.50541(N)    075 03 53.55909(W)     ADJUSTED  
 JU4194* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 JU4194  ___________________________________________________________________
 JU4194  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 JU4194  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 JU4194
 JU4194  HORZ ORDER  -  THIRD
 JU4194
 JU4194.The horizontal coordinates were established by classical geodetic methods
 JU4194.and adjusted by the National Geodetic Survey in June 2002..
 JU4194
 JU4194.The orthometric height was scaled from a topographic map.
 JU4194
 JU4194.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4194
 JU4194.The geoid height was determined by GEOID03.
 JU4194
 JU4194;                    North         East     Units Scale Factor Converg.
 JU4194;SPC PA S     -    76,599.388   829,283.055   MT  0.99999137   +1 44 31.5
 JU4194;SPC PA S     -   251,309.83  2,720,739.49   sFT  0.99999137   +1 44 31.5
 JU4194;SPC NJ       -   128,757.624   101,761.852   MT  0.99992864   -0 21 46.9
 JU4194;SPC NJ       -   422,432.30    333,863.68   sFT  0.99992864   -0 21 46.9
 JU4194;UTM  18      - 4,426,849.898   494,461.412   MT  0.99960038   -0 02 30.1
 JU4194
 JU4194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4194!SPC PA S     -   1.00000506  x   0.99999137  =   0.99999643
 JU4194!SPC NJ       -   1.00000506  x   0.99992864  =   0.99993370
 JU4194!UTM  18      -   1.00000506  x   0.99960038  =   0.99960543
 JU4194
 JU4194                          SUPERSEDED SURVEY CONTROL
 JU4194
 JU4194  NAD 83(1996)-  39 59 30.50541(N)    075 03 53.55909(W) AD(       ) 3
 JU4194  NAD 83(1991)-  39 59 30.50256(N)    075 03 53.56099(W) AD(       ) 3
 JU4194  NAD 83(1986)-  39 59 30.50106(N)    075 03 53.56123(W) AD(       ) 3
 JU4194
 JU4194.Superseded values are not recommended for survey control.
 JU4194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4194.See file dsdata.txt to determine how the superseded data were derived.
 JU4194
 JU4194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK9446126850(NAD 83)
 JU4194_MARKER: N = NAIL
 JU4194_SETTING: 0 = UNSPECIFIED SETTING
 JU4194_MARK LOGO: NOS   
 JU4194_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4194_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4194+SATELLITE: SATELLITE OBSERVATIONS - 1978
 JU4194
 JU4194  HISTORY     - Date     Condition        Report By
 JU4194  HISTORY     - 1978     MONUMENTED       NOS
 JU4194
 JU4194                          STATION DESCRIPTION
 JU4194
 JU4194'DESCRIBED BY NATIONAL OCEAN SERVICE 1978
 JU4194'THE STATION IS ON THE WESTERN SIDE OF THE DELAWARE RIVER 0.55 MI NE OF
 JU4194'THE P.R.R. LIFT BRIDGE IN BRIDESBURG, PA.
 JU4194'TO REACH STATION PROCEED BY BOAT.
 JU4194'STATION MARK IS A NAIL SET IN A TRIANGLE OF TACKS APPROXIMATELY IN THE
 JU4194'CENTER OF THE PHILADELPHIA COKE CO. WHARF AT THE FOOT OF LEFEVRE
 JU4194'STREET.  IT IS LOCATED 2.49 M (8.2 FT) INSHORE FROM A SQUARE OF TACKS
 JU4194'IN THE FRONT CAP LOG, 4.99 M (16.4 FT) FROM A PUNCH MARK ON THE
 JU4194'DOWNSTREAM MOORING POST, AND 4.87 M (16.0 FT) FROM A PUNCH MARK ON THE
 JU4194'UPSTREAM MOORING POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2400 ***********************************************************************
 KX2400  DESIGNATION -  HL 120=MR 23 RA
 KX2400  PID         -  KX2400
 KX2400  STATE/COUNTY-  PA/ALLEGHENY
 KX2400  USGS QUAD   -  GLASSPORT (1988)
 KX2400
 KX2400                         *CURRENT SURVEY CONTROL
 KX2400  ___________________________________________________________________
 KX2400* NAD 83(1992)-  40 15 51.47177(N)    079 53 54.61523(W)     ADJUSTED  
 KX2400* NAVD 88     -       228.412  (meters)     749.38   (feet)  ADJUSTED  
 KX2400  ___________________________________________________________________
 KX2400  X           -     854,852.308 (meters)                     COMP
 KX2400  Y           -  -4,798,387.896 (meters)                     COMP
 KX2400  Z           -   4,100,549.010 (meters)                     COMP
 KX2400  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 KX2400  ELLIP HEIGHT-         194.98  (meters)          (06/21/02) GPS OBS
 KX2400  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KX2400  DYNAMIC HT  -         228.292 (meters)     748.99  (feet)  COMP
 KX2400  MODELED GRAV-     980,091.5   (mgal)                       NAVD 88
 KX2400
 KX2400  HORZ ORDER  -  FIRST
 KX2400  VERT ORDER  -  SECOND    CLASS I
 KX2400  ELLP ORDER  -  FOURTH    CLASS I
 KX2400
 KX2400.The horizontal coordinates were established by GPS observations
 KX2400.and adjusted by the National Geodetic Survey in June 2002..
 KX2400
 KX2400.The orthometric height was determined by differential leveling
 KX2400.and adjusted by the National Geodetic Survey in September 1994..
 KX2400
 KX2400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KX2400
 KX2400.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2400
 KX2400.The ellipsoidal height was determined by GPS observations
 KX2400.and is referenced to NAD 83.
 KX2400
 KX2400.The geoid height was determined by GEOID03.
 KX2400
 KX2400.The dynamic height is computed by dividing the NAVD 88
 KX2400.geopotential number by the normal gravity value computed on the
 KX2400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX2400.degrees latitude (g = 980.6199 gals.).
 KX2400
 KX2400.The modeled gravity was interpolated from observed gravity values.
 KX2400
 KX2400;                    North         East     Units Scale Factor Converg.
 KX2400;SPC PA S     -   105,592.243   417,264.710   MT  0.99996476   -1 23 38.2
 KX2400;SPC PA S     -   346,430.55  1,368,975.97   sFT  0.99996476   -1 23 38.2
 KX2400;UTM  17      - 4,457,674.268   593,660.808   MT  0.99970799   +0 42 43.1
 KX2400
 KX2400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2400!SPC PA S     -   0.99996941  x   0.99996476  =   0.99993417
 KX2400!UTM  17      -   0.99996941  x   0.99970799  =   0.99967741
 KX2400
 KX2400                          SUPERSEDED SURVEY CONTROL
 KX2400
 KX2400  NAD 83(1995)-  40 15 51.47271(N)    079 53 54.61653(W) AD(       ) 1
 KX2400  NAD 83(1986)-  40 15 51.47387(N)    079 53 54.62233(W) AD(       ) 1
 KX2400  NGVD 29 (02/08/94)  228.58   (m)          749.9    (f) LEVELING    3  
 KX2400
 KX2400.Superseded values are not recommended for survey control.
 KX2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2400.See file dsdata.txt to determine how the superseded data were derived.
 KX2400
 KX2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE9366157674(NAD 83)
 KX2400_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KX2400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2400_SP_SET: CONCRETE POST
 KX2400_STAMPING: 120
 KX2400_MARK LOGO: USE   
 KX2400_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX2400+STABILITY: SURFACE MOTION
 KX2400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX2400+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1989
 KX2400
 KX2400  HISTORY     - Date     Condition        Report By
 KX2400  HISTORY     - UNK      MONUMENTED       USE
 KX2400  HISTORY     - 19890125 GOOD             HARTMN
 KX2400
 KX2400                          STATION DESCRIPTION
 KX2400
 KX2400'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 KX2400'LOCATED ON THE RIGHT BANK OF THE MONONGAHELA RIVER AT MILE 23.8, IN
 KX2400'FORWARD TOWNSHIP, AT LOCK AND DAM NO. 3, A RECTANGULAR BRASS HARBOR
 KX2400'LINE PLATE SET IN A CONCRETE CYLINDER WHICH IS ABOUT 1 FT (0.30 M) (0
 KX2400'.3 MT) BELOW THE GROUND SURFACE, 16 FT (4.88 M) (4.9 MT) RIVERWARD OF
 KX2400'THE RIVERWARD RAIL OF THE PENNSYLVANIA AND LAKE ERIE TRACKS, ABOUT
 KX2400'535 FT (163.07 M) (163.1 MT) UPSTREAM FROM THE DOWNSTREAM END OF THE
 KX2400'LANDWALL, AND ABOUT 195 FT (59.44 M) (59.4 MT) DOWNSTREAM FROM THE
 KX2400'DOWNSTREAM SIDE OF THE OPERATIONS BUILDING.
 KX2400'THE STATION IS LOCATED NORTH 61 DEGREES 37 MINUTES 36 SECONDS EAST A
 KX2400'DISTANCE OF 703.281 FT (214.360 M) (214.360 MT) (GRID BASE) FROM A
 KX2400'BRASS PIN DESIGNATED AS R-1 WHICH IS SET AT THE UPSTREAM END OF THE
 KX2400'UPPER GUARD WALL OF THE LOCK, AND SOUTH 21 DEGREES 30 MINUTES 09
 KX2400'SECONDS WEST A DISTANCE OF 572.140 FT (174.389 M) (174.389 MT) (GRID
 KX2400'BASE) FROM A BRASS PIN DESIGNATED AS R-25 WHICH IS SET AT THE
 KX2400'DOWNSTREAM END OF THE LOWER GUARD WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2447 ***********************************************************************
 KX2447  DESIGNATION -  HL 142=MR 26 RA
 KX2447  PID         -  KX2447
 KX2447  STATE/COUNTY-  PA/ALLEGHENY
 KX2447  USGS QUAD   -  MONONGAHELA (1993)
 KX2447
 KX2447                         *CURRENT SURVEY CONTROL
 KX2447  ___________________________________________________________________
 KX2447* NAD 83(1986)-  40 14 23.     (N)    079 56 10.     (W)     SCALED    
 KX2447* NAVD 88     -       229.593  (meters)     753.26   (feet)  ADJUSTED  
 KX2447  ___________________________________________________________________
 KX2447  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KX2447  DYNAMIC HT  -         229.471 (meters)     752.86  (feet)  COMP
 KX2447  MODELED GRAV-     980,092.4   (mgal)                       NAVD 88
 KX2447
 KX2447  VERT ORDER  -  SECOND    CLASS I
 KX2447
 KX2447.The horizontal coordinates were scaled from a topographic map and have
 KX2447.an estimated accuracy of +/- 6 seconds.
 KX2447
 KX2447.The orthometric height was determined by differential leveling
 KX2447.and adjusted by the National Geodetic Survey in September 1994..
 KX2447
 KX2447.The geoid height was determined by GEOID03.
 KX2447
 KX2447.The dynamic height is computed by dividing the NAVD 88
 KX2447.geopotential number by the normal gravity value computed on the
 KX2447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX2447.degrees latitude (g = 980.6199 gals.).
 KX2447
 KX2447.The modeled gravity was interpolated from observed gravity values.
 KX2447
 KX2447;                    North         East    Units  Estimated Accuracy
 KX2447;SPC PA S     -   102,940.      414,000.      MT  (+/- 180 meters Scaled)
 KX2447
 KX2447                          SUPERSEDED SURVEY CONTROL
 KX2447
 KX2447.No superseded survey control is available for this station.
 KX2447
 KX2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE904549(NAD 83)
 KX2447_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KX2447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2447_SP_SET: CONCRETE POST
 KX2447_STAMPING: 142
 KX2447_MARK LOGO: USE   
 KX2447_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX2447+STABILITY: SURFACE MOTION
 KX2447
 KX2447  HISTORY     - Date     Condition        Report By
 KX2447  HISTORY     - 1930     MONUMENTED       USE
 KX2447  HISTORY     - 19890625 GOOD             HARTMN
 KX2447
 KX2447                          STATION DESCRIPTION
 KX2447
 KX2447'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 KX2447'ON THE RIGHT BANK OF THE MONONGAHELA RIVER AT MILE 26.8, IN FORWARD
 KX2447'TOWNSHIP, NEAR THE EASTERLY LIMITS OF THE VILLAGE OF BUNOLA, ABOUT
 KX2447'160 FT (48.8 MT) UPSTREAM FROM A GRADE CROSSING OF THE PENNSYLVANIA
 KX2447'AND LAKE ERIE RAILROAD WHICH LEADS TO THE PINE RUN BOAT CLUB, ABOUT
 KX2447'210 FT (64.0 MT) NORTH OF THE PENNSYLVANIA AND LAKE ERIE RAILROAD
 KX2447'TRACK, ABOUT 5 FT (1.5 MT) SOUTH OF THE TOP OF RIVER BANK, A
 KX2447'RECTANGULAR BRASS HARBOR LINE PLATE IN THE TOP OF AN 6 INCH BY 6 INCH
 KX2447'CONCRETE POST SET FLUSH WITH GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2453 ***********************************************************************
 KX2453  DESIGNATION -  HL 176 A=MR 31 RA
 KX2453  PID         -  KX2453
 KX2453  STATE/COUNTY-  PA/ALLEGHENY
 KX2453  USGS QUAD   -  MONONGAHELA (1993)
 KX2453
 KX2453                         *CURRENT SURVEY CONTROL
 KX2453  ___________________________________________________________________
 KX2453* NAD 83(1986)-  40 12 37.     (N)    079 56 06.     (W)     SCALED    
 KX2453* NAVD 88     -       231.906  (meters)     760.84   (feet)  ADJUSTED  
 KX2453  ___________________________________________________________________
 KX2453  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KX2453  DYNAMIC HT  -         231.784 (meters)     760.44  (feet)  COMP
 KX2453  MODELED GRAV-     980,095.0   (mgal)                       NAVD 88
 KX2453
 KX2453  VERT ORDER  -  SECOND    CLASS I
 KX2453
 KX2453.The horizontal coordinates were scaled from a topographic map and have
 KX2453.an estimated accuracy of +/- 6 seconds.
 KX2453
 KX2453.The orthometric height was determined by differential leveling
 KX2453.and adjusted by the National Geodetic Survey in September 1994..
 KX2453
 KX2453.The geoid height was determined by GEOID03.
 KX2453
 KX2453.The dynamic height is computed by dividing the NAVD 88
 KX2453.geopotential number by the normal gravity value computed on the
 KX2453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX2453.degrees latitude (g = 980.6199 gals.).
 KX2453
 KX2453.The modeled gravity was interpolated from observed gravity values.
 KX2453
 KX2453;                    North         East    Units  Estimated Accuracy
 KX2453;SPC PA S     -    99,670.      414,010.      MT  (+/- 180 meters Scaled)
 KX2453
 KX2453                          SUPERSEDED SURVEY CONTROL
 KX2453
 KX2453.No superseded survey control is available for this station.
 KX2453
 KX2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE906516(NAD 83)
 KX2453_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KX2453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2453_SP_SET: CONCRETE POST
 KX2453_STAMPING: 176A
 KX2453_MARK LOGO: USE   
 KX2453_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX2453+STABILITY: SURFACE MOTION
 KX2453
 KX2453  HISTORY     - Date     Condition        Report By
 KX2453  HISTORY     - 1930     MONUMENTED       USE
 KX2453  HISTORY     - 19890625 GOOD             HARTMN
 KX2453
 KX2453                          STATION DESCRIPTION
 KX2453
 KX2453'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 KX2453'ON THE RIGHT BANK OF THE MONONGAHELA RIVER AT MILE 31.1, IN FORWARD
 KX2453'TOWNSHIP, 1.3 MI (2.1 KM) NORTHWEST ALONG THE PENNSYLVANIA AND LAKE
 KX2453'ERIE RAILROAD FROM THE NEW MONONGAHELA CITY BRIDGE OVER THE RIVER,
 KX2453'ABOUT 700 FT (213.4 MT) NORTHWEST ALONG THE RAILROAD FROM THE REMAINS
 KX2453'OF THE MONGAH MINE COAL TIPPLE, ABOUT 35 FT (10.7 MT) NORTHEAST FROM
 KX2453'THE NORTHEASTERLY RAIL OF THE RAILROAD, A TRIANGULAR BRASS PLATE IN A
 KX2453'6 INCH BY 6 INCH CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE
 KX2453'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2394 ***********************************************************************
 KX2394  DESIGNATION -  HL 18 B
 KX2394  PID         -  KX2394
 KX2394  STATE/COUNTY-  PA/ALLEGHENY
 KX2394  USGS QUAD   -  BRADDOCK (1979)
 KX2394
 KX2394                         *CURRENT SURVEY CONTROL
 KX2394  ___________________________________________________________________
 KX2394* NAD 83(1992)-  40 23 23.16407(N)    079 51 08.11011(W)     ADJUSTED  
 KX2394* NAVD 88     -       224.429  (meters)     736.31   (feet)  ADJUSTED  
 KX2394  ___________________________________________________________________
 KX2394  X           -     857,136.322 (meters)                     COMP
 KX2394  Y           -  -4,788,817.657 (meters)                     COMP
 KX2394  Z           -   4,111,168.145 (meters)                     COMP
 KX2394  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 KX2394  ELLIP HEIGHT-         190.86  (meters)          (06/21/02) GPS OBS
 KX2394  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 KX2394  DYNAMIC HT  -         224.313 (meters)     735.93  (feet)  COMP
 KX2394  MODELED GRAV-     980,104.0   (mgal)                       NAVD 88
 KX2394
 KX2394  HORZ ORDER  -  FIRST
 KX2394  VERT ORDER  -  SECOND    CLASS I
 KX2394  ELLP ORDER  -  FOURTH    CLASS I
 KX2394
 KX2394.The horizontal coordinates were established by GPS observations
 KX2394.and adjusted by the National Geodetic Survey in June 2002..
 KX2394
 KX2394.The orthometric height was determined by differential leveling
 KX2394.and adjusted by the National Geodetic Survey in September 1994..
 KX2394
 KX2394.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KX2394
 KX2394.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2394
 KX2394.The ellipsoidal height was determined by GPS observations
 KX2394.and is referenced to NAD 83.
 KX2394
 KX2394.The geoid height was determined by GEOID03.
 KX2394
 KX2394.The dynamic height is computed by dividing the NAVD 88
 KX2394.geopotential number by the normal gravity value computed on the
 KX2394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX2394.degrees latitude (g = 980.6199 gals.).
 KX2394
 KX2394.The modeled gravity was interpolated from observed gravity values.
 KX2394
 KX2394;                    North         East     Units Scale Factor Converg.
 KX2394;SPC PA S     -   119,425.406   421,529.365   MT  0.99996006   -1 21 50.1
 KX2394;SPC PA S     -   391,814.85  1,382,967.59   sFT  0.99996006   -1 21 50.1
 KX2394;UTM  17      - 4,471,651.368   597,413.107   MT  0.99971681   +0 44 37.6
 KX2394
 KX2394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2394!SPC PA S     -   0.99997006  x   0.99996006  =   0.99993012
 KX2394!UTM  17      -   0.99997006  x   0.99971681  =   0.99968688
 KX2394
 KX2394                          SUPERSEDED SURVEY CONTROL
 KX2394
 KX2394  NAD 83(1995)-  40 23 23.16497(N)    079 51 08.11163(W) AD(       ) 1
 KX2394  NAD 83(1986)-  40 23 23.16653(N)    079 51 08.11772(W) AD(       ) 1
 KX2394  NGVD 29 (02/08/94)  224.6    (m)          737.     (f) GPS OBS        
 KX2394
 KX2394.Superseded values are not recommended for survey control.
 KX2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2394.See file dsdata.txt to determine how the superseded data were derived.
 KX2394
 KX2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE9741371651(NAD 83)
 KX2394_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KX2394_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KX2394_SP_SET: BRIDGE WALKWAY
 KX2394_STAMPING: 18B
 KX2394_MARK LOGO: USE   
 KX2394_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX2394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX2394+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1989
 KX2394
 KX2394  HISTORY     - Date     Condition        Report By
 KX2394  HISTORY     - UNK      MONUMENTED       USE
 KX2394  HISTORY     - 19890125 GOOD             HARTMN
 KX2394
 KX2394                          STATION DESCRIPTION
 KX2394
 KX2394'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 KX2394'LOCATED ON THE RIGHT BANK OF THE MONONGAHELA RIVER AT MILE 11.6, IN
 KX2394'EAST PITTSBURGH BOROUGH, AT THE MOUTH OF TURTLE CREEK, A USE
 KX2394'TRIANGULAR BRASS PLATE SET IN THE RIVERWARD WALKWAY OF THE
 KX2394'PENNSYLVANIA AND LAKE ERIE RAILROAD BRIDGE OVER TURTLE CREEK.  THE
 KX2394'PLATE IS 1.2 FT (0.37 M) (0.4 MT) LANDWARD OF THE RIVERWARD EDGE OF
 KX2394'THE WALKWAY AND ABOUT 5 FT (1.52 M) (1.5 MT) DOWNRIVER FROM THE
 KX2394'CENTER PIER OF THE BRIDGE.
 KX2394'THE STATION IS SOUTH 63 DEGREES 31 MINUTES 56 SECONDS EAST 493.36 FT
 KX2394'(150.38 M) (150.38 MT) (GRID BASE) FROM A BRASS U.S. ENGINEER DISK
 KX2394'WHICH IS SET IN THE UPSTREAM END OF THE UPPER GUIDE WALL OF LOCK AND
 KX2394'DAM NO. 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2454 ***********************************************************************
 KX2454  DESIGNATION -  HL 184 A=MR 31 RB
 KX2454  PID         -  KX2454
 KX2454  STATE/COUNTY-  PA/ALLEGHENY
 KX2454  USGS QUAD   -  MONONGAHELA (1993)
 KX2454
 KX2454                         *CURRENT SURVEY CONTROL
 KX2454  ___________________________________________________________________
 KX2454* NAD 83(1986)-  40 12 20.     (N)    079 55 21.     (W)     SCALED    
 KX2454* NAVD 88     -       229.847  (meters)     754.09   (feet)  ADJUSTED  
 KX2454  ___________________________________________________________________
 KX2454  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 KX2454  DYNAMIC HT  -         229.726 (meters)     753.69  (feet)  COMP
 KX2454  MODELED GRAV-     980,094.5   (mgal)                       NAVD 88
 KX2454
 KX2454  VERT ORDER  -  SECOND    CLASS I
 KX2454
 KX2454.The horizontal coordinates were scaled from a topographic map and have
 KX2454.an estimated accuracy of +/- 6 seconds.
 KX2454
 KX2454.The orthometric height was determined by differential leveling
 KX2454.and adjusted by the National Geodetic Survey in September 1994..
 KX2454
 KX2454.The geoid height was determined by GEOID03.
 KX2454
 KX2454.The dynamic height is computed by dividing the NAVD 88
 KX2454.geopotential number by the normal gravity value computed on the
 KX2454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX2454.degrees latitude (g = 980.6199 gals.).
 KX2454
 KX2454.The modeled gravity was interpolated from observed gravity values.
 KX2454
 KX2454;                    North         East    Units  Estimated Accuracy
 KX2454;SPC PA S     -    99,120.      415,060.      MT  (+/- 180 meters Scaled)
 KX2454
 KX2454                          SUPERSEDED SURVEY CONTROL
 KX2454
 KX2454.No superseded survey control is available for this station.
 KX2454
 KX2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE917511(NAD 83)
 KX2454_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KX2454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2454_SP_SET: CONCRETE POST
 KX2454_STAMPING: 184 A
 KX2454_MARK LOGO: USE   
 KX2454_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX2454+STABILITY: SURFACE MOTION
 KX2454
 KX2454  HISTORY     - Date     Condition        Report By
 KX2454  HISTORY     - 1930     MONUMENTED       USE
 KX2454  HISTORY     - 19890618 GOOD             HARTMN
 KX2454
 KX2454                          STATION DESCRIPTION
 KX2454
 KX2454'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 KX2454'ON THE RIGHT BANK OF THE MONONGAHELA RIVER AT MILE 31.9, IN FORWARD
 KX2454'TOWNSHIP, 0.5 MI (0.8 KM) NORTHWEST ALONG THE PENNSYLVANIA AND LAKE
 KX2454'ERIE RAILROAD FROM THE NEW MONONGAHELA CITY BRIDGE OVER THE RIVER,
 KX2454'9.6 FT (2.9 MT) SOUTH OF THE SOUTHERLY MOST RAIL 82.9 FT (25.3 MT)
 KX2454'NORTHWEST OF RAILROAD MILE MARKER NO. 31, A TRIANGULAR BRASS PLATE ON
 KX2454'A 6 INCH BY 6 INCH CONCRETE POST ABOUT LEVEL WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2401 ***********************************************************************
 KX2401  DESIGNATION -  HL 194 M=MR 35 RA
 KX2401  PID         -  KX2401
 KX2401  STATE/COUNTY-  PA/ALLEGHENY
 KX2401  USGS QUAD   -  DONORA (1973)
 KX2401
 KX2401                         *CURRENT SURVEY CONTROL
 KX2401  ___________________________________________________________________
 KX2401* NAD 83(1992)-  40 11 55.70201(N)    079 52 05.35681(W)     ADJUSTED  
 KX2401* NAVD 88     -       229.735  (meters)     753.72   (feet)  ADJUSTED  
 KX2401  ___________________________________________________________________
 KX2401  X           -     858,220.367 (meters)                     COMP
 KX2401  Y           -  -4,802,559.317 (meters)                     COMP
 KX2401  Z           -   4,094,997.953 (meters)                     COMP
 KX2401  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 KX2401  ELLIP HEIGHT-         196.45  (meters)          (06/21/02) GPS OBS
 KX2401  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KX2401  DYNAMIC HT  -         229.611 (meters)     753.32  (feet)  COMP
 KX2401  MODELED GRAV-     980,080.3   (mgal)                       NAVD 88
 KX2401
 KX2401  HORZ ORDER  -  FIRST
 KX2401  VERT ORDER  -  SECOND    CLASS I
 KX2401  ELLP ORDER  -  FOURTH    CLASS I
 KX2401
 KX2401.The horizontal coordinates were established by GPS observations
 KX2401.and adjusted by the National Geodetic Survey in June 2002..
 KX2401
 KX2401.The orthometric height was determined by differential leveling
 KX2401.and adjusted by the National Geodetic Survey in September 1994..
 KX2401
 KX2401.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KX2401
 KX2401.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2401
 KX2401.The ellipsoidal height was determined by GPS observations
 KX2401.and is referenced to NAD 83.
 KX2401
 KX2401.The geoid height was determined by GEOID03.
 KX2401
 KX2401.The dynamic height is computed by dividing the NAVD 88
 KX2401.geopotential number by the normal gravity value computed on the
 KX2401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX2401.degrees latitude (g = 980.6199 gals.).
 KX2401
 KX2401.The modeled gravity was interpolated from observed gravity values.
 KX2401
 KX2401;                    North         East     Units Scale Factor Converg.
 KX2401;SPC PA S     -    98,260.092   419,671.112   MT  0.99996911   -1 22 27.3
 KX2401;SPC PA S     -   322,374.99  1,376,870.97   sFT  0.99996911   -1 22 27.3
 KX2401;UTM  17      - 4,450,437.323   596,334.267   MT  0.99971424   +0 43 50.1
 KX2401
 KX2401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2401!SPC PA S     -   0.99996918  x   0.99996911  =   0.99993829
 KX2401!UTM  17      -   0.99996918  x   0.99971424  =   0.99968343
 KX2401
 KX2401                          SUPERSEDED SURVEY CONTROL
 KX2401
 KX2401  NAD 83(1995)-  40 11 55.70219(N)    079 52 05.35806(W) AD(       ) 1
 KX2401  NAD 83(1992)-  40 11 55.70371(N)    079 52 05.36468(W) AD(       ) 1
 KX2401  NGVD 29 (02/08/94)  229.92   (m)          754.3    (f) LEVELING    3  
 KX2401
 KX2401.Superseded values are not recommended for survey control.
 KX2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2401.See file dsdata.txt to determine how the superseded data were derived.
 KX2401
 KX2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE9633450437(NAD 83)
 KX2401_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KX2401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2401_SP_SET: CONCRETE POST
 KX2401_STAMPING: 194M
 KX2401_MARK LOGO: USE   
 KX2401_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX2401+STABILITY: SURFACE MOTION
 KX2401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX2401+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2003
 KX2401
 KX2401  HISTORY     - Date     Condition        Report By
 KX2401  HISTORY     - 1930     MONUMENTED       USE
 KX2401  HISTORY     - 19890625 GOOD             HARTMN
 KX2401  HISTORY     - 20011210 GOOD             PADT
 KX2401  HISTORY     - 20031204 GOOD             T3GLOB
 KX2401
 KX2401                          STATION DESCRIPTION
 KX2401
 KX2401'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 KX2401'LOCATED ON THE RIGHT BANK OF THE MONONGAHELA RIVER AT MILE 35.0, IN
 KX2401'FORWARD TOWNSHIP, IN THE VILLAGE OF MILESVILLE, 1.4 MI (2.25 KM)
 KX2401'NORTH ALONG ROUTE 906 FROM THE EAST END OF THE DONORA-WEBSTER BRIDGE,
 KX2401'IN THE SOUTHEASTERN PORTION OF THE INTERSECTION OF ROUTE 906 AND
 KX2401'ROUTE 136, 24.5 FT (7.47 M) (7.5 MT) NORTH OF THE SOUTHERLY MOST RAIL
 KX2401'OF THE PENNSYLVANIA AND LAKE ERIE RAILROAD, 21.4 FT (6.52 M) (6.5 MT)
 KX2401'SOUTH OF THE CENTER OF ROUTE 906, 6 FT (1.83 M) (1.8 MT) SOUTHEAST
 KX2401'FROM ALLEGHENY-WESTMORELAND COUNTY LINE SIGN, 185.79 FT (56.63 M) (56
 KX2401'.63 MT) NORTHEAST OF RAILROAD MILE POST P/34, A TRIANGULAR BRASS PLATE
 KX2401'IN A 7 INCH BY 7 INCH CONCRETE POST, AND 1.2 FT (0.37 M) (0.4 MT)
 KX2401'BELOW THE GROUND SURFACE.
 KX2401'58.43 FT (17.81 M) (17.81 MT) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 KX2401'DWELLING, 77.29 FT (23.56 M) (23.56 MT) SOUTHWEST OF THE SOUTHEAST
 KX2401'CORNER OF THE SAME DWELLING, 118.02 FT (35.97 M) (35.97 MT) SOUTHWEST
 KX2401'OF THE SOUTHWEST CORNER OF THE ADJACENT DWELLING.
 KX2401
 KX2401                          STATION RECOVERY (2001)
 KX2401
 KX2401'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (RF)
 KX2401'RECOVERED IN GOOD CONDITION.
 KX2401
 KX2401                          STATION RECOVERY (2003)
 KX2401
 KX2401'RECOVERY NOTE BY T3 GLOBAL STRATEGIES 2003 (BAW)
 KX2401'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1801 ***********************************************************************
 JW1801  DESIGNATION -  HL 660=MR 74 RA
 JW1801  PID         -  JW1801
 JW1801  STATE/COUNTY-  PA/FAYETTE
 JW1801  USGS QUAD   -  CARMICHAELS (1988)
 JW1801
 JW1801                         *CURRENT SURVEY CONTROL
 JW1801  ___________________________________________________________________
 JW1801* NAD 83(1986)-  39 54 29.     (N)    079 55 39.     (W)     SCALED    
 JW1801* NAVD 88     -       240.640  (meters)     789.50   (feet)  ADJUSTED  
 JW1801  ___________________________________________________________________
 JW1801  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 JW1801  DYNAMIC HT  -         240.504 (meters)     789.05  (feet)  COMP
 JW1801  MODELED GRAV-     980,056.3   (mgal)                       NAVD 88
 JW1801
 JW1801  VERT ORDER  -  SECOND    CLASS I
 JW1801
 JW1801.The horizontal coordinates were scaled from a topographic map and have
 JW1801.an estimated accuracy of +/- 6 seconds.
 JW1801
 JW1801.The orthometric height was determined by differential leveling
 JW1801.and adjusted by the National Geodetic Survey in September 1994..
 JW1801
 JW1801.The geoid height was determined by GEOID03.
 JW1801
 JW1801.The dynamic height is computed by dividing the NAVD 88
 JW1801.geopotential number by the normal gravity value computed on the
 JW1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1801.degrees latitude (g = 980.6199 gals.).
 JW1801
 JW1801.The modeled gravity was interpolated from observed gravity values.
 JW1801
 JW1801;                    North         East    Units  Estimated Accuracy
 JW1801;SPC PA S     -    66,110.      413,820.      MT  (+/- 180 meters Scaled)
 JW1801
 JW1801                          SUPERSEDED SURVEY CONTROL
 JW1801
 JW1801.No superseded survey control is available for this station.
 JW1801
 JW1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE916181(NAD 83)
 JW1801_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JW1801_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JW1801_SP_SET: SIDEWALK
 JW1801_STAMPING: 660
 JW1801_MARK LOGO: USE   
 JW1801_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW1801
 JW1801  HISTORY     - Date     Condition        Report By
 JW1801  HISTORY     - 1930     MONUMENTED       USE
 JW1801  HISTORY     - 19890627 GOOD             HARTMN
 JW1801
 JW1801                          STATION DESCRIPTION
 JW1801
 JW1801'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1801'ON THE RIGHT BANK OF THE MONONGAHELA RIVER AT MILE 74.6, IN GERMAN
 JW1801'TOWNSHIP, ABOUT 4.35 MI (7.00 KM) NORTH ALONG THE MONONGAHELA
 JW1801'RAILROAD FROM THE SOUTHEAST END OF THE ROUTE 21 HIGHWAY BRIDGE WHICH
 JW1801'CROSSES THE RIVER AT MASONTOWN, AT PALMER (ADAH PENNSYLVANIA POST
 JW1801'OFFICE), A TRIANGULAR BRASS HARBOR LINE PLATE IN THE CENTER OF THE
 JW1801'EASTERLY CONCRETE SIDEWALK OF RIVER ROAD, IN FRONT OF A TWO STORY
 JW1801'FRAME WITH ALUMINUM AND STONE SIDING HOUSE NUMBER 166, 23.8 FT
 JW1801'(7.3 MT) NORTH OF A FIRE HYDRANT, ABOUT 0.5 FT (0.2 MT) ABOVE THE
 JW1801'PAVING OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1806 ***********************************************************************
 JW1806  DESIGNATION -  HL 714=MR 79 RA
 JW1806  PID         -  JW1806
 JW1806  STATE/COUNTY-  PA/FAYETTE
 JW1806  USGS QUAD   -  MASONTOWN (1979)
 JW1806
 JW1806                         *CURRENT SURVEY CONTROL
 JW1806  ___________________________________________________________________
 JW1806* NAD 83(1986)-  39 51 06.     (N)    079 55 31.     (W)     SCALED    
 JW1806* NAVD 88     -       244.434  (meters)     801.95   (feet)  ADJUSTED  
 JW1806  ___________________________________________________________________
 JW1806  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JW1806  DYNAMIC HT  -         244.295 (meters)     801.49  (feet)  COMP
 JW1806  MODELED GRAV-     980,053.8   (mgal)                       NAVD 88
 JW1806
 JW1806  VERT ORDER  -  SECOND    CLASS I
 JW1806
 JW1806.The horizontal coordinates were scaled from a topographic map and have
 JW1806.an estimated accuracy of +/- 6 seconds.
 JW1806
 JW1806.The orthometric height was determined by differential leveling
 JW1806.and adjusted by the National Geodetic Survey in September 1994..
 JW1806
 JW1806.The geoid height was determined by GEOID03.
 JW1806
 JW1806.The dynamic height is computed by dividing the NAVD 88
 JW1806.geopotential number by the normal gravity value computed on the
 JW1806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1806.degrees latitude (g = 980.6199 gals.).
 JW1806
 JW1806.The modeled gravity was interpolated from observed gravity values.
 JW1806
 JW1806;                    North         East    Units  Estimated Accuracy
 JW1806;SPC PA S     -    59,850.      413,860.      MT  (+/- 180 meters Scaled)
 JW1806
 JW1806                          SUPERSEDED SURVEY CONTROL
 JW1806
 JW1806.No superseded survey control is available for this station.
 JW1806
 JW1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE919118(NAD 83)
 JW1806_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JW1806_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JW1806_SP_SET: RAILROAD OVERPASS SPANDREL WAL
 JW1806_STAMPING: 714
 JW1806_MARK LOGO: USE   
 JW1806_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1806
 JW1806  HISTORY     - Date     Condition        Report By
 JW1806  HISTORY     - 1930     MONUMENTED       USE
 JW1806  HISTORY     - 19890708 GOOD             HARTMN
 JW1806  HISTORY     - 20010418 GOOD             PADT
 JW1806
 JW1806                          STATION DESCRIPTION
 JW1806
 JW1806'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1806'ON THE RIGHT BANK OF THE MONONGAHELA RIVER AT MILE 79.2, IN THE
 JW1806'BOROUGH OF MASONTOWN, AT THE SOUTHEAST END OF THE ROUTE 21 HIGHWAY
 JW1806'BRIDGE, ON A STONE ARCH OVERPASS OF THE MONONGAHELA RAILROAD OVER A
 JW1806'ROADWAY FROM THE FORMER HATFIELD FERRY LANDING, ABOUT 50 FT
 JW1806'(15.2 MT) SOUTHWEST OF THE ROUTE 21 HIGHWAY BRIDGE, ON THE NORTHWEST
 JW1806'SIDE OF THE RAILROAD, A TRIANGULAR BRASS PLATE SET ON TOP OF THE
 JW1806'RIVERWARD SPANDREL WALL.
 JW1806
 JW1806                          STATION RECOVERY (2001)
 JW1806
 JW1806'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (ADR)
 JW1806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1808 ***********************************************************************
 JW1808  DESIGNATION -  HL 746=MR 81 RB
 JW1808  PID         -  JW1808
 JW1808  STATE/COUNTY-  PA/FAYETTE
 JW1808  USGS QUAD   -  MASONTOWN (1979)
 JW1808
 JW1808                         *CURRENT SURVEY CONTROL
 JW1808  ___________________________________________________________________
 JW1808* NAD 83(1986)-  39 49 31.     (N)    079 55 10.     (W)     SCALED    
 JW1808* NAVD 88     -       243.672  (meters)     799.45   (feet)  ADJUSTED  
 JW1808  ___________________________________________________________________
 JW1808  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 JW1808  DYNAMIC HT  -         243.533 (meters)     798.99  (feet)  COMP
 JW1808  MODELED GRAV-     980,052.2   (mgal)                       NAVD 88
 JW1808
 JW1808  VERT ORDER  -  SECOND    CLASS I
 JW1808
 JW1808.The horizontal coordinates were scaled from a topographic map and have
 JW1808.an estimated accuracy of +/- 6 seconds.
 JW1808
 JW1808.The orthometric height was determined by differential leveling
 JW1808.and adjusted by the National Geodetic Survey in September 1994..
 JW1808
 JW1808.The geoid height was determined by GEOID03.
 JW1808
 JW1808.The dynamic height is computed by dividing the NAVD 88
 JW1808.geopotential number by the normal gravity value computed on the
 JW1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1808.degrees latitude (g = 980.6199 gals.).
 JW1808
 JW1808.The modeled gravity was interpolated from observed gravity values.
 JW1808
 JW1808;                    North         East    Units  Estimated Accuracy
 JW1808;SPC PA S     -    56,900.      414,290.      MT  (+/- 180 meters Scaled)
 JW1808
 JW1808                          SUPERSEDED SURVEY CONTROL
 JW1808
 JW1808.No superseded survey control is available for this station.
 JW1808
 JW1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE924089(NAD 83)
 JW1808_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JW1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1808_SP_SET: CONCRETE POST
 JW1808_STAMPING: 746
 JW1808_MARK LOGO: USE   
 JW1808_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1808+STABILITY: SURFACE MOTION
 JW1808
 JW1808  HISTORY     - Date     Condition        Report By
 JW1808  HISTORY     - 1930     MONUMENTED       USE
 JW1808  HISTORY     - 19890707 GOOD             HARTMN
 JW1808
 JW1808                          STATION DESCRIPTION
 JW1808
 JW1808'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1808'ON THE RIGHT BANK OF THE MONONGAHELA RIVER AT MILE 81.9, IN NICHOLSON
 JW1808'TOWNSHIP, ABOUT 2.55 MI (4.10 KM) SOUTH ALONG THE MONONGAHELA
 JW1808'RAILROAD FROM THE SOUTHEAST END OF THE ROUTE 21 HIGHWAY BRIDGE WHICH
 JW1808'CROSSES THE RIVER AT MASONTOWN, AT THE SITE OF THE GRAYS LANDING LOCK
 JW1808'AND DAM (UNDER CONSTRUCTION), ABOUT 100 FT (30.5 MT) SOUTH OF A GRADE
 JW1808'CROSSING, IN THE MIDDLE OF THE MONONGAHELA RAILROAD BETWEEN TWO SETS
 JW1808'OF TRACKS, 1584.1 FT (482.8 MT) SOUTH OF H.L. 744, 1284.7 FT
 JW1808'(391.6 MT) NORTH OF H.L. 748A, A TRIANGULAR BRASS PLATE ON A CONCRETE
 JW1808'POST, ABOUT FLUSH WITH THE BALLAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1614 ***********************************************************************
 JW1614  DESIGNATION -  HL 748 A=MR 82 RA
 JW1614  PID         -  JW1614
 JW1614  STATE/COUNTY-  PA/FAYETTE
 JW1614  USGS QUAD   -  MASONTOWN (1979)
 JW1614
 JW1614                         *CURRENT SURVEY CONTROL
 JW1614  ___________________________________________________________________
 JW1614* NAD 83(1992)-  39 49 20.57275(N)    079 55 10.42600(W)     ADJUSTED  
 JW1614* NAVD 88     -       244.052  (meters)     800.69   (feet)  ADJUSTED  
 JW1614  ___________________________________________________________________
 JW1614  X           -     858,616.519 (meters)                     COMP
 JW1614  Y           -  -4,829,796.556 (meters)                     COMP
 JW1614  Z           -   4,062,993.640 (meters)                     COMP
 JW1614  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 JW1614  ELLIP HEIGHT-         211.20  (meters)          (06/21/02) GPS OBS
 JW1614  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 JW1614  DYNAMIC HT  -         243.913 (meters)     800.24  (feet)  COMP
 JW1614  MODELED GRAV-     980,052.0   (mgal)                       NAVD 88
 JW1614
 JW1614  HORZ ORDER  -  FIRST
 JW1614  VERT ORDER  -  SECOND    CLASS I
 JW1614  ELLP ORDER  -  FOURTH    CLASS I
 JW1614
 JW1614.The horizontal coordinates were established by GPS observations
 JW1614.and adjusted by the National Geodetic Survey in June 2002..
 JW1614
 JW1614.The orthometric height was determined by differential leveling
 JW1614.and adjusted by the National Geodetic Survey in September 1994..
 JW1614
 JW1614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JW1614
 JW1614.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1614
 JW1614.The ellipsoidal height was determined by GPS observations
 JW1614.and is referenced to NAD 83.
 JW1614
 JW1614.The geoid height was determined by GEOID03.
 JW1614
 JW1614.The dynamic height is computed by dividing the NAVD 88
 JW1614.geopotential number by the normal gravity value computed on the
 JW1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1614.degrees latitude (g = 980.6199 gals.).
 JW1614
 JW1614.The modeled gravity was interpolated from observed gravity values.
 JW1614
 JW1614;                    North         East     Units Scale Factor Converg.
 JW1614;SPC PA S     -    56,583.079   414,268.653   MT  1.00001920   -1 24 27.4
 JW1614;SPC PA S     -   185,639.65  1,359,146.41   sFT  1.00001920   -1 24 27.4
 JW1614;UTM  17      - 4,408,601.942   592,465.305   MT  0.99970526   +0 41 31.1
 JW1614
 JW1614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1614!SPC PA S     -   0.99996687  x   1.00001920  =   0.99998607
 JW1614!UTM  17      -   0.99996687  x   0.99970526  =   0.99967214
 JW1614
 JW1614                          SUPERSEDED SURVEY CONTROL
 JW1614
 JW1614  NAD 83(1995)-  39 49 20.57291(N)    079 55 10.42605(W) AD(       ) 1
 JW1614  NAD 83(1992)-  39 49 20.57934(N)    079 55 10.43226(W) AD(       ) 1
 JW1614  NGVD 29 (02/08/94)  244.19   (m)          801.1    (f) LEVELING    3  
 JW1614
 JW1614.Superseded values are not recommended for survey control.
 JW1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1614.See file dsdata.txt to determine how the superseded data were derived.
 JW1614
 JW1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE9246508602(NAD 83)
 JW1614_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JW1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1614_SP_SET: CONCRETE POST
 JW1614_STAMPING: 748 A
 JW1614_MARK LOGO: USE   
 JW1614_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1614+STABILITY: SURFACE MOTION
 JW1614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1614+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1989
 JW1614
 JW1614  HISTORY     - Date     Condition        Report By
 JW1614  HISTORY     - 1938     MONUMENTED       USE
 JW1614  HISTORY     - 19880125 GOOD             HARTMN
 JW1614  HISTORY     - 19890125 GOOD             HARTMN
 JW1614
 JW1614                          STATION DESCRIPTION
 JW1614
 JW1614'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1988
 JW1614'ON THE RIGHT BANK OF THE MONONGAHELA RIVER AT MILE 82.1, IN NICHOLSON
 JW1614'TOWNSHIP, ABOUT 2.8 MI (4.51 KM) SOUTH ALONG THE MONONGAHELA RAILROAD
 JW1614'FROM THE SOUTHEAST END OF THE ROUTE 21 HIGHWAY BRIDGE WHICH CROSSES
 JW1614'THE RIVER AT MASONTOWN, AT THE SITE OF THE GRAYS LANDING LOCK AND DAM
 JW1614'(UNDER CONSTRUCTION), ABOUT 100 FT (30.48 M) (30.5 MT) NORTH OF A
 JW1614'GRADE CROSSING WHICH IS NEAR THE SOUTHERLY LIMITS OF THE VILLAGE OF
 JW1614'GALLATIN, IN THE MIDDLE OF THE MONONGAHELA RAILROAD BETWEEN TWO SETS
 JW1614'OF TRACKS, 96.1 FT (29.29 M) (29.3 MT) WEST OF AND ON THE PROJECTION
 JW1614'OF THE SOUTHERLY WALL OF A 1 1/2 STORY FRAME DWELLING, A TRIANGULAR
 JW1614'BRASS PLATE ON A CONCRETE POST, ABOUT 1 FT (0.30 M) (0.3 MT) BELOW
 JW1614'THE TRACKS.
 JW1614'THE STATION IS 3.46 FT (1.05 M) (1.05 MT) NORTHEAST FROM A PK NAIL SET
 JW1614'IN RAILROAD TIE, 4.11 FT (1.25 M) (1.25 MT) SOUTHEAST FROM A PK NAIL
 JW1614'SET IN A RAILROAD TIE, 81.20 FT (24.75 M) (24.75 MT) SOUTHWEST FROM A
 JW1614'DOUBLEHEAD NAIL SET IN A DOUBLE 12 IN BLACK CHERRY TREE.
 JW1614'STATION IS LOCATED SOUTH 2 DEGREES 20 MINUTES 35 SECONDS EAST, A
 JW1614'DISTANCE OF 1284.704 FT (391.579 M) (391.579 MT) (GRID BASE) FROM A
 JW1614'TRIANGULAR BRASS PLATE IN A CONCRETE POST DESIGNATED AS H.L. 746A.
 JW1614
 JW1614                          STATION RECOVERY (1989)
 JW1614
 JW1614'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1614'ON THE RIGHT BANK OF THE MONONGAHELA RIVER AT MILE 82.1, IN NICHOLSON
 JW1614'TOWNSHIP, ABOUT 2.8 MI (4.5 KM) SOUTH ALONG THE MONONGAHELA RAILROAD
 JW1614'FROM THE SOUTHEAST END OF THE ROUTE 21 HIGHWAY BRIDGE WHICH CROSSES
 JW1614'THE RIVER AT MASONTOWN, AT THE SITE OF THE GRAYS LANDING LOCK AND DAM
 JW1614'(UNDER CONSTRUCTION), ABOUT 75 FT (22.9 MT) NORTH OF A GRADE CROSSING
 JW1614'WHICH IS NEAR THE SOUTHERLY LIMITS OF THE VILLAGE OF GALLATIN, IN THE
 JW1614'MIDDLE OF THE MONONGAHELA RAILROAD BETWEEN TWO SETS OF TRACKS, 96.1
 JW1614'FT (29.3 MT) WEST OF AND ON THE PROJECTION OF THE SOUTHERLY WALL OF A
 JW1614'1 1/2 STORY FRAME DWELLING, 1284.7 FT (391.6 MT) SOUTH OF H.L. 746.
 JW1614'A TRIANGULAR BRASS PLATE ON A CONCRETE POST, ABOUT 1 FT (0.3 MT)
 JW1614'BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1838 ***********************************************************************
 JW1838  DESIGNATION -  HL 780
 JW1838  PID         -  JW1838
 JW1838  STATE/COUNTY-  PA/FAYETTE
 JW1838  USGS QUAD   -  MASONTOWN (1979)
 JW1838
 JW1838                         *CURRENT SURVEY CONTROL
 JW1838  ___________________________________________________________________
 JW1838* NAD 83(1986)-  39 47 08.     (N)    079 54 58.     (W)     SCALED    
 JW1838* NAVD 88     -       247.931  (meters)     813.42   (feet)  ADJUSTED  
 JW1838  ___________________________________________________________________
 JW1838  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 JW1838  DYNAMIC HT  -         247.790 (meters)     812.96  (feet)  COMP
 JW1838  MODELED GRAV-     980,049.0   (mgal)                       NAVD 88
 JW1838
 JW1838  VERT ORDER  -  SECOND    CLASS I
 JW1838
 JW1838.The horizontal coordinates were scaled from a topographic map and have
 JW1838.an estimated accuracy of +/- 6 seconds.
 JW1838
 JW1838.The orthometric height was determined by differential leveling
 JW1838.and adjusted by the National Geodetic Survey in September 1994..
 JW1838
 JW1838.The geoid height was determined by GEOID03.
 JW1838
 JW1838.The dynamic height is computed by dividing the NAVD 88
 JW1838.geopotential number by the normal gravity value computed on the
 JW1838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1838.degrees latitude (g = 980.6199 gals.).
 JW1838
 JW1838.The modeled gravity was interpolated from observed gravity values.
 JW1838
 JW1838;                    North         East    Units  Estimated Accuracy
 JW1838;SPC PA S     -    52,490.      414,460.      MT  (+/- 180 meters Scaled)
 JW1838
 JW1838                          SUPERSEDED SURVEY CONTROL
 JW1838
 JW1838.No superseded survey control is available for this station.
 JW1838
 JW1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE928045(NAD 83)
 JW1838_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JW1838_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JW1838_SP_SET: PREFAB CONC. POST IN EARTH
 JW1838_STAMPING: HL 780
 JW1838_MARK LOGO: USE   
 JW1838_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW1838
 JW1838  HISTORY     - Date     Condition        Report By
 JW1838  HISTORY     - UNK      MONUMENTED       USE
 JW1838  HISTORY     - 19891025 GOOD             HARTMN
 JW1838
 JW1838                          STATION DESCRIPTION
 JW1838
 JW1838'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1838'THE STATION IS MARKED BY A TRIANGULAR BRASS HARBOR LINE PLATE ON A 6
 JW1838'INCH BY 6 INCH CONCRETE POST, 10 FEET EAST OF THE MOST EASTERLY RAIL
 JW1838'OF THE MONONGAHELA RAILROAD, ABOUT 300 FEET NORTH OF THE RAILROAD
 JW1838'BRIDGE OVER GEORGES CREEK, AND 0.25 MI (0.40 KM) NORTH OF L/D 7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1953 ***********************************************************************
 KW1953  DESIGNATION -  HOARE
 KW1953  PID         -  KW1953
 KW1953  STATE/COUNTY-  PA/CUMBERLAND
 KW1953  USGS QUAD   -  WERTZVILLE (1987)
 KW1953
 KW1953                         *CURRENT SURVEY CONTROL
 KW1953  ___________________________________________________________________
 KW1953* NAD 83(1992)-  40 17 08.91232(N)    077 04 47.61698(W)     ADJUSTED  
 KW1953* NAVD 88     -       152.400  (meters)     500.00   (feet)  ADJUSTED  
 KW1953  ___________________________________________________________________
 KW1953  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 KW1953  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KW1953  DYNAMIC HT  -         152.324 (meters)     499.75  (feet)  COMP
 KW1953  MODELED GRAV-     980,122.9   (mgal)                       NAVD 88
 KW1953
 KW1953  HORZ ORDER  -  THIRD
 KW1953  VERT ORDER  -  SECOND    CLASS 0
 KW1953
 KW1953.The horizontal coordinates were established by classical geodetic methods
 KW1953.and adjusted by the National Geodetic Survey in June 2002..
 KW1953
 KW1953.The orthometric height was determined by differential leveling
 KW1953.and adjusted by the National Geodetic Survey in June 1991..
 KW1953
 KW1953.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW1953
 KW1953.The geoid height was determined by GEOID03.
 KW1953
 KW1953.The dynamic height is computed by dividing the NAVD 88
 KW1953.geopotential number by the normal gravity value computed on the
 KW1953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1953.degrees latitude (g = 980.6199 gals.).
 KW1953
 KW1953.The modeled gravity was interpolated from observed gravity values.
 KW1953
 KW1953;                    North         East     Units Scale Factor Converg.
 KW1953;SPC PA S     -   105,973.984   656,981.062   MT  0.99996362   +0 26 05.1
 KW1953;SPC PA S     -   347,682.98  2,155,445.37   sFT  0.99996362   +0 26 05.1
 KW1953;UTM  18      - 4,461,555.485   323,196.875   MT  0.99998481   -1 20 42.8
 KW1953
 KW1953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW1953!SPC PA S     -   0.99998144  x   0.99996362  =   0.99994506
 KW1953!UTM  18      -   0.99998144  x   0.99998481  =   0.99996625
 KW1953
 KW1953|---------------------------------------------------------------------|
 KW1953| PID    Reference Object                     Distance      Geod. Az  |
 KW1953|                                                           dddmmss.s |
 KW1953| KW1954 HOARE RM 2                            9.877 METERS 12525     |
 KW1953| KW1947 KINGSTOWN                           APPROX. 5.1 KM 1751258.3 |
 KW1953| KW1952 HOARE RM 1                           10.527 METERS 27523     |
 KW1953|---------------------------------------------------------------------|
 KW1953
 KW1953                          SUPERSEDED SURVEY CONTROL
 KW1953
 KW1953  NAD 83(1986)-  40 17 08.90880(N)    077 04 47.61779(W) AD(       ) 3
 KW1953  NAD 27      -  40 17 08.59300(N)    077 04 48.69620(W) AD(       ) 3
 KW1953  NGVD 29 (??/??/??)  152.614  (m)          500.70   (f) ADJUSTED    2 0
 KW1953
 KW1953.Superseded values are not recommended for survey control.
 KW1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1953.See file dsdata.txt to determine how the superseded data were derived.
 KW1953
 KW1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK2319761555(NAD 83)
 KW1953_MARKER: DS = TRIANGULATION STATION DISK
 KW1953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1953_STAMPING: HOARE 1960
 KW1953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1953+STABILITY: SURFACE MOTION
 KW1953
 KW1953  HISTORY     - Date     Condition        Report By
 KW1953  HISTORY     - 1960     MONUMENTED       CGS
 KW1953  HISTORY     - 1960     GOOD             CGS
 KW1953  HISTORY     - 1966     GOOD             CGS
 KW1953  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 KW1953  HISTORY     - 20060805 MARK NOT FOUND   GEOCAC
 KW1953
 KW1953                          STATION DESCRIPTION
 KW1953
 KW1953'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW1953'STATION IS LOCATED ABOUT 3 MILES NORTH OF NEW KINGSTON, 4.5 MILES
 KW1953'EAST OF CARLISLE SPRINGS, AT THE NORTH EDGE OF A LAWN WHICH IS
 KW1953'ON THE PROPERTY OF MR. JAMES V. HOARE.
 KW1953'
 KW1953'STATION IS REACHED FROM THE POST OFFICE IN NEW KINGSTON, GO EAST ON
 KW1953'U.S. HIGHWAY 11 FOR 0.48 MILES, TURN LEFT AND GO NORTH ON A
 KW1953'MACADAM ROAD FOR 0.37 MILES, TURN RIGHT AND GO EAST AND NORTHEAST ON
 KW1953'A MACADAM ROAD, PASSING AN AIRWAY BEACON ON THE RIGHT, FOR
 KW1953'1.64 MILES TO JUNCTION WITH STATE ROUTE 21019, CONTINUE STRAIGHT
 KW1953'AHEAD ON THE MACADAM ROAD FOR 0.13 MILE TO JUNCTION WITH
 KW1953'STATE ROUTE 21053, TURN RIGHT AND FOLLOW STATE ROUTE 21053 FOR 0.47
 KW1953'MILE TO A Y-INTERSECTION, KEEP LEFT AND GO NORTHWEST FOR 1.33
 KW1953'MILES TO A T-INTERSECTION AND JUNCTION WITH STATE
 KW1953'HIGHWAY 944.  TURN LEFT AND FOLLOW HIGHWAY 944 FOR 0.16 MILE, TURN
 KW1953'RIGHT AND FOLLOW A NARROW MACADAM ROAD NORTH FOR 0.24
 KW1953'MILE TO A FARM LANE RIGHT AND ROAD CURVES TO THE LEFT, BEAR LEFT AND
 KW1953'CONTINUE ON THE MACADAM ROAD FOR 115 FEET AND STATION ON THE
 KW1953'LEFT SIDE OF THE ROAD AS DESCRIBED.
 KW1953'
 KW1953'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF SQUARE CONCRETE
 KW1953'MONUMENTS.
 KW1953'
 KW1953'STATION MARK IS STAMPED HOARE 1960 AND THE SURFACE MARK IS SET ABOUT
 KW1953'1 FOOT BELOW GROUND SURFACE.  IT IS 24 FEET SOUTH OF THE
 KW1953'CENTERLINE OF A MACADAM ROAD, 11 FEET NORTH OF THE CENTERLINE OF A
 KW1953'GRAVELED ROAD, 43 FEET NORTHEAST OF THE NORTHEAST
 KW1953'CORNER OF A SMALL FRAME HOUSE, 30.3 FEET EAST OF A POWERLINE POLE NO.
 KW1953'173, 8.2 FEET SOUTHEAST OF A 16-INCH PEAR TREE AND ABOUT
 KW1953'115 FEET EAST OF THE JUNCTION OF A GRAVELED FARM LANE AND A MACADAM
 KW1953'ROAD.
 KW1953'
 KW1953'REFERENCE MARK NUMBER 1 IS STAMPED HOARE NO 1 1960 AND IS FLUSH WITH
 KW1953'THE GROUND SURFACE.  IT IS 38 FEET SOUTH OF THE CENTERLINE OF
 KW1953'A MACADAM ROAD, 43 FEET SOUTHEAST OF A PEAR TREE, 51.5 FEET EAST OF
 KW1953'THE NORTHEAST CORNER OF A SMALL FRAME HOUSE, 64 FEET
 KW1953'SOUTHEAST OF POWERLINE POLE 173 AND APPROXIMATELY THE SAME
 KW1953'ELEVATION AS THE STATION MARK.
 KW1953'
 KW1953'REFERENCE MARK NUMBER 2 IS STAMPED HOARE NO 2 1960 AND IS FLUSH WITH
 KW1953'THE GROUND SURFACE.  IT IS 2.3 FEET WEST OF POWERLINE POLE NO.
 KW1953'173, 26 FEET WEST OF A PEAR TREE, 35.5 FEET WEST OF THE CENTERLINE OF
 KW1953'A MACADAM ROAD, 41 FEET NORTH OF THE NORTHEAST CORNER OF A
 KW1953'SMALL FRAME HOUSE AND APPROXIMATELY THE SAME ELEVATION AS THE STATION
 KW1953'MARK.
 KW1953'
 KW1953'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KW1953
 KW1953                          STATION RECOVERY (1960)
 KW1953
 KW1953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KW1953'2.2 MI WNW FROM WERTZVILLE.
 KW1953'ABOUT 1.95 MILES WEST ALONG STATE HIGHWAY 944 FROM THE CROSS
 KW1953'ROAD AND THE GENERAL STORE AT WERTZVILLE, THENCE 0.25 MILE NORTH
 KW1953'ALONG AN ASPHALT ROAD, AT A ROAD JUNCTION, 24 FEET SOUTH OF THE
 KW1953'CENTER LINE OF ASPHALT ROAD, 43 FEET NORTHEAST OF THE NORTHEAST
 KW1953'CORNER OF A SMALL FRAME HOUSE, 30 FEET EAST OF POWER LINE POLE
 KW1953'NO. 173, 8 1/2 FEET SOUTHEAST OF A LONE 15-INCH PEAR TREE, SET
 KW1953'IN THE TOP OF A CONCRETE POST ABOUT 1 FOOT BELOW THE SURFACE OF
 KW1953'THE GROUND.
 KW1953
 KW1953                          STATION RECOVERY (1966)
 KW1953
 KW1953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KW1953'RECOVERED AS DESCRIBED BY J.C.C. IN 1960.
 KW1953'
 KW1953'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES NORTH OF
 KW1953'NEW KINGSTON.
 KW1953
 KW1953                          STATION RECOVERY (1998)
 KW1953
 KW1953'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW1953'MARK NOT FOUND.
 KW1953
 KW1953                          STATION RECOVERY (2006)
 KW1953
 KW1953'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW1953'ROADWAY HAS BEEN CHANGED. PROPERTY OWNERS STATED THAT THAT AREA OF THE
 KW1953'STATION HAS BEEN BUILT UP. MARK MAY EXIST BUT IS UNDER FILLED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1952 ***********************************************************************
 KW1952  DESIGNATION -  HOARE RM 1
 KW1952  PID         -  KW1952
 KW1952  STATE/COUNTY-  PA/CUMBERLAND
 KW1952  USGS QUAD   -  WERTZVILLE (1987)
 KW1952
 KW1952                         *CURRENT SURVEY CONTROL
 KW1952  ___________________________________________________________________
 KW1952* NAD 83(1986)-  40 17 08.     (N)    077 04 47.     (W)     SCALED    
 KW1952* NAVD 88     -       152.240  (meters)     499.47   (feet)  ADJUSTED  
 KW1952  ___________________________________________________________________
 KW1952  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KW1952  DYNAMIC HT  -         152.164 (meters)     499.22  (feet)  COMP
 KW1952  MODELED GRAV-     980,122.9   (mgal)                       NAVD 88
 KW1952
 KW1952  VERT ORDER  -  SECOND    CLASS 0
 KW1952
 KW1952.The horizontal coordinates were scaled from a topographic map and have
 KW1952.an estimated accuracy of +/- 6 seconds.
 KW1952
 KW1952.The orthometric height was determined by differential leveling
 KW1952.and adjusted by the National Geodetic Survey in June 1991..
 KW1952
 KW1952.The geoid height was determined by GEOID03.
 KW1952
 KW1952.The dynamic height is computed by dividing the NAVD 88
 KW1952.geopotential number by the normal gravity value computed on the
 KW1952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1952.degrees latitude (g = 980.6199 gals.).
 KW1952
 KW1952.The modeled gravity was interpolated from observed gravity values.
 KW1952
 KW1952;                    North         East    Units  Estimated Accuracy
 KW1952;SPC PA S     -   105,950.      657,000.      MT  (+/- 180 meters Scaled)
 KW1952
 KW1952                          SUPERSEDED SURVEY CONTROL
 KW1952
 KW1952  NGVD 29 (??/??/??)  152.455  (m)          500.18   (f) ADJUSTED    2 0
 KW1952
 KW1952.Superseded values are not recommended for survey control.
 KW1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1952.See file dsdata.txt to determine how the superseded data were derived.
 KW1952
 KW1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK232615(NAD 83)
 KW1952_MARKER: DR = REFERENCE MARK DISK
 KW1952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1952_STAMPING: HOARE NO 1 1960
 KW1952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1952+STABILITY: SURFACE MOTION
 KW1952
 KW1952  HISTORY     - Date     Condition        Report By
 KW1952  HISTORY     - 1960     MONUMENTED       CGS
 KW1952  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 KW1952  HISTORY     - 20060805 MARK NOT FOUND   GEOCAC
 KW1952
 KW1952                          STATION DESCRIPTION
 KW1952
 KW1952'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1952'2.2 MI WNW FROM WERTZVILLE.
 KW1952'ABOUT 1.95 MILES WEST ALONG STATE HIGHWAY 944 FROM THE CROSS
 KW1952'ROAD AND GENERAL STORE AT WERTZVILLE, THENCE 0.25 MILE NORTH
 KW1952'ALONG AN ASPHALT ROAD, AT A ROAD JUNCTION, 32.4 FEET SOUTHEAST
 KW1952'OF THE STATION, 43 FEET SOUTHEAST OF A LONE PEAR TREE, 52 FEET
 KW1952'EAST OF THE NORTHEAST CORNER OF A SMALL HOUSE, 38 FEET SOUTH OF
 KW1952'AN ASPHALT ROAD, SET IN THE TOP OF A CONCRETE POST ABOUT 2 INCHES
 KW1952'BELOW THE LEVEL OF THE GROUND.
 KW1952
 KW1952                          STATION RECOVERY (1998)
 KW1952
 KW1952'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW1952'MARK NOT FOUND.
 KW1952
 KW1952                          STATION RECOVERY (2006)
 KW1952
 KW1952'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW1952'ROADWAY HAS BEEN CHANGED. PROPERTY OWNERS STATED THAT THAT AREA OF THE
 KW1952'STATION HAS BEEN BUILT UP. MARK MAY EXIST BUT IS UNDER FILLED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1954 ***********************************************************************
 KW1954  DESIGNATION -  HOARE RM 2
 KW1954  PID         -  KW1954
 KW1954  STATE/COUNTY-  PA/CUMBERLAND
 KW1954  USGS QUAD   -  WERTZVILLE (1987)
 KW1954
 KW1954                         *CURRENT SURVEY CONTROL
 KW1954  ___________________________________________________________________
 KW1954* NAD 83(1986)-  40 17 08.     (N)    077 04 47.     (W)     SCALED    
 KW1954* NAVD 88     -       152.409  (meters)     500.03   (feet)  ADJUSTED  
 KW1954  ___________________________________________________________________
 KW1954  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KW1954  DYNAMIC HT  -         152.333 (meters)     499.78  (feet)  COMP
 KW1954  MODELED GRAV-     980,122.9   (mgal)                       NAVD 88
 KW1954
 KW1954  VERT ORDER  -  SECOND    CLASS 0
 KW1954
 KW1954.The horizontal coordinates were scaled from a topographic map and have
 KW1954.an estimated accuracy of +/- 6 seconds.
 KW1954
 KW1954.The orthometric height was determined by differential leveling
 KW1954.and adjusted by the National Geodetic Survey in June 1991..
 KW1954
 KW1954.The geoid height was determined by GEOID03.
 KW1954
 KW1954.The dynamic height is computed by dividing the NAVD 88
 KW1954.geopotential number by the normal gravity value computed on the
 KW1954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1954.degrees latitude (g = 980.6199 gals.).
 KW1954
 KW1954.The modeled gravity was interpolated from observed gravity values.
 KW1954
 KW1954;                    North         East    Units  Estimated Accuracy
 KW1954;SPC PA S     -   105,950.      657,000.      MT  (+/- 180 meters Scaled)
 KW1954
 KW1954                          SUPERSEDED SURVEY CONTROL
 KW1954
 KW1954  NGVD 29 (??/??/??)  152.624  (m)          500.73   (f) ADJUSTED    2 0
 KW1954
 KW1954.Superseded values are not recommended for survey control.
 KW1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1954.See file dsdata.txt to determine how the superseded data were derived.
 KW1954
 KW1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK232615(NAD 83)
 KW1954_MARKER: DR = REFERENCE MARK DISK
 KW1954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1954_STAMPING: HOARE NO 2 1960
 KW1954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1954+STABILITY: SURFACE MOTION
 KW1954
 KW1954  HISTORY     - Date     Condition        Report By
 KW1954  HISTORY     - 1960     MONUMENTED       CGS
 KW1954  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 KW1954  HISTORY     - 20060805 MARK NOT FOUND   GEOCAC
 KW1954
 KW1954                          STATION DESCRIPTION
 KW1954
 KW1954'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1954'2.2 MI WNW FROM WERTZVILLE.
 KW1954'ABOUT 1.95 MILES WEST ALONG STATE HIGHWAY 944 FROM THE CROSS
 KW1954'ROAD AND GENERAL STORE AT WERTZVILLE, THENCE 0.25 MILE NORTH
 KW1954'ALONG AN ASPHALT ROAD, AT A ROAD JUNCTION, 34.5 FEET WEST OF THE
 KW1954'STATION, 41 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL HOUSE,
 KW1954'2 1/2 FEET WEST OF A POWER LINE POLE, 26 FEET WEST OF A LONE PEAR
 KW1954'TREE, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KW1954
 KW1954                          STATION RECOVERY (1998)
 KW1954
 KW1954'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW1954'MARK NOT FOUND.
 KW1954
 KW1954                          STATION RECOVERY (2006)
 KW1954
 KW1954'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW1954'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3123 ***********************************************************************
 KY3123  DESIGNATION -  HOEFLER
 KY3123  PID         -  KY3123
 KY3123  STATE/COUNTY-  PA/WASHINGTON
 KY3123  USGS QUAD   -  WASHINGTON EAST (1977)
 KY3123
 KY3123                         *CURRENT SURVEY CONTROL
 KY3123  ___________________________________________________________________
 KY3123* NAD 83(1992)-  40 12 31.76365(N)    080 13 46.14357(W)     ADJUSTED  
 KY3123* NAVD 88     -       362.     (meters)    1188.     (feet)  SCALED    
 KY3123  ___________________________________________________________________
 KY3123  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 KY3123  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 KY3123
 KY3123  HORZ ORDER  -  SECOND
 KY3123
 KY3123.The horizontal coordinates were established by classical geodetic methods
 KY3123.and adjusted by the National Geodetic Survey in June 2002..
 KY3123
 KY3123.The orthometric height was scaled from a topographic map.
 KY3123
 KY3123.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3123
 KY3123.The geoid height was determined by GEOID03.
 KY3123
 KY3123;                    North         East     Units Scale Factor Converg.
 KY3123;SPC PA S     -   100,172.647   388,948.066   MT  0.99996836   -1 36 31.2
 KY3123;SPC PA S     -   328,649.76  1,276,073.78   sFT  0.99996836   -1 36 31.2
 KY3123;UTM  17      - 4,451,219.616   565,570.531   MT  0.99965293   +0 29 50.8
 KY3123
 KY3123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3123!SPC PA S     -   0.99994852  x   0.99996836  =   0.99991689
 KY3123!UTM  17      -   0.99994852  x   0.99965293  =   0.99960147
 KY3123
 KY3123:                Primary Azimuth Mark                     Grid Az
 KY3123:SPC PA S     -  CANONSBURG W PA POWER RAD MAST           052 15 31.1
 KY3123:UTM  17      -  CANONSBURG W PA POWER RAD MAST           050 09 09.1
 KY3123
 KY3123|---------------------------------------------------------------------|
 KY3123| PID    Reference Object                     Distance      Geod. Az  |
 KY3123|                                                           dddmmss.s |
 KY3123| KY3117 CANONSBURG W PA POWER RAD MAST      APPROX. 4.5 KM 0503859.9 |
 KY3123| CX4692 HOEFLER RM 1                          9.267 METERS 07300     |
 KY3123| KY3128 WASHINGTON FLORAL GROUNDS TK        APPROX. 3.8 KM 1431502.4 |
 KY3123| KY3129 WASHINGTON FLORAL GROUNDS STK       APPROX. 3.9 KM 1432042.5 |
 KY3123| CX4693 HOEFLER RM 2                         14.564 METERS 17725     |
 KY3123| KY3133 WASHINGTON RADIO STA WJPA MAST      APPROX. 2.1 KM 1890235.6 |
 KY3123| KY3121 ROSE                                APPROX. 1.3 KM 2014148.8 |
 KY3123|---------------------------------------------------------------------|
 KY3123
 KY3123                          SUPERSEDED SURVEY CONTROL
 KY3123
 KY3123  NAD 83(1995)-  40 12 31.76391(N)    080 13 46.14319(W) AD(       ) 2
 KY3123  NAD 83(1986)-  40 12 31.76789(N)    080 13 46.15216(W) AD(       ) 2
 KY3123  NAD 27      -  40 12 31.52160(N)    080 13 46.93330(W) AD(       ) 2
 KY3123
 KY3123.Superseded values are not recommended for survey control.
 KY3123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3123.See file dsdata.txt to determine how the superseded data were derived.
 KY3123
 KY3123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE6557151220(NAD 83)
 KY3123_MARKER: DS = TRIANGULATION STATION DISK
 KY3123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3123
 KY3123  HISTORY     - Date     Condition        Report By
 KY3123  HISTORY     - 1960     MONUMENTED       CGS
 KY3123
 KY3123                          STATION DESCRIPTION
 KY3123
 KY3123'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KY3123'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTH OF WASHINGTON, 1/2
 KY3123'MILE SOUTH OF THE VILLAGE OF MEADOWLANDS AND PROPERTY OWNED BY MR.
 KY3123'JOHN HOEFLER.
 KY3123'
 KY3123'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40, STATE
 KY3123'HIGHWAY 31 AND 18 IN THE WEST SECTION OF WASHINGTON, GO EAST ON
 KY3123'WEST CHESNUT STREET FOR 0.53 MILE TO NORTH LINCOLN STREET. TURN
 KY3123'LEFT AND GO NORTH ON NORTH LINCOLN STREET FOR 0.22 MILE TO HILAND
 KY3123'AVENUE. TURN LEFT FOR ABOUT 200 FEET TO LOCUST AVENUE. TURN SHARP
 KY3123'RIGHT ON LOCUST AVENUE FOR 2.11 MILE TO A Y-FORK, KEEP RIGHT FORK
 KY3123'ON A MACADAM ROAD FOR 0.3 MILE TO A GRAVELED ROAD. TURN RIGHT ON
 KY3123'GRAVELED ROAD AND GO EAST FOR 0.24 MILE TO A LARGE WHITE HOUSE ON
 KY3123'RIGHT, CONTINUE STRAIGHT AHEAD FOR ABOUT 100 FEET TO A DRIVEWAY
 KY3123'RIGHT. TURN RIGHT INTO DRIVEWAY AND GO AROUND THE WEST SIDE OF THE
 KY3123'HOUSE FOR ABOUT 200 FEET TO A SMALL BUILDING AND A FENCE, CONTINUE
 KY3123'AROUND THE EAST SIDE OF THE BUILDING AND GO NORTH FOR ABOUT 100
 KY3123'FEET TO THE STATION AS DESCRIBED.
 KY3123'
 KY3123'THE STATION, A STANDARD DISK STAMPED HOEFLER 1959, IS CEMENTED IN
 KY3123'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 KY3123'OF THE GROUND. IT IS 51 FEET NORTHWEST OF A STANDARD METAL WITNESS
 KY3123'POST AND MARKER, 89 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF
 KY3123'A SMALL BUILDING, 62 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE
 KY3123'HILL AND 52 FEET NORTH OF THE EASTWEST FENCE LINE.
 KY3123'
 KY3123'REFERENCE MARK 1, A STANDARD DISK STAMPED HOEFLER NO 1 1959, IS
 KY3123'CEMENTED IN TOP OF SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 KY3123'THE SURFACE OF THE GROUND. IT IS 65 FEET NORTHEAST OF THE STANDARD
 KY3123'METAL WITNESS POST, 78 FEET NORTH-NORTHWEST OF THE SOUTHWEST
 KY3123'CORNER OF THE SMALL BUILDING, 62 FEET SOUTHEAST OF THE NORTHWEST
 KY3123'EDGE OF THE HILL AND 66.6 FEET NORTH OF THE EASTWEST FENCE LINE.
 KY3123'
 KY3123'REFERENCE MARK 2, A STANDARD DISK STAMPED HOEFLER NO 2 1959, IS
 KY3123'CEMENTED IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 KY3123'THE SURFACE OF THE GROUND. IT IS 3.6 FEET NORTH OF THE STANDARD
 KY3123'METAL WITNESS POST, 4 FEET NORTH OF THE EASTWEST FENCE LINE AND 65
 KY3123'FEET WEST-NORTHWEST OF THE SOUTHEAST CORNER OF THE SMALL BUILDING.
 KY3123'
 KY3123'NO AZIMUTH MARK WAS SET FOR THIS STATION AS HOUSTON AND STATION
 KY3123'ROSE ARE VISIBLE FROM THE GROUND.
 KY3123'
 KY3123'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3207 ***********************************************************************
 KW3207  CBN         -  This is a Cooperative Base Network Control Station.
 KW3207  DESIGNATION -  HOFFPORT
 KW3207  PID         -  KW3207
 KW3207  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW3207  USGS QUAD   -  SHAMOKIN (1975)
 KW3207
 KW3207                         *CURRENT SURVEY CONTROL
 KW3207  ___________________________________________________________________
 KW3207* NAD 83(1992)-  40 50 15.95007(N)    076 32 52.32034(W)     ADJUSTED  
 KW3207* NAVD 88     -       266.8    (meters)     875.     (feet)  GPS OBS   
 KW3207  ___________________________________________________________________
 KW3207  X           -   1,124,214.586 (meters)                     COMP
 KW3207  Y           -  -4,699,985.100 (meters)                     COMP
 KW3207  Z           -   4,148,961.872 (meters)                     COMP
 KW3207  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 KW3207  ELLIP HEIGHT-         233.61  (meters)          (03/28/01) GPS OBS
 KW3207  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KW3207
 KW3207  HORZ ORDER  -  A
 KW3207  ELLP ORDER  -  THIRD     CLASS II
 KW3207
 KW3207.The horizontal coordinates were established by GPS observations
 KW3207.and adjusted by the National Geodetic Survey in March 2001..
 KW3207
 KW3207.The orthometric height was determined by GPS observations and a
 KW3207.high-resolution geoid model.
 KW3207
 KW3207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KW3207
 KW3207.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3207
 KW3207.The ellipsoidal height was determined by GPS observations
 KW3207.and is referenced to NAD 83.
 KW3207
 KW3207.The geoid height was determined by GEOID03.
 KW3207
 KW3207;                    North         East     Units Scale Factor Converg.
 KW3207;SPC PA N     -    75,231.783   701,386.818   MT  1.00000767   +0 47 42.9
 KW3207;SPC PA N     -   246,822.94  2,301,133.25   sFT  1.00000767   +0 47 42.9
 KW3207;UTM  18      - 4,521,900.412   369,501.030   MT  0.99980961   -1 00 44.4
 KW3207
 KW3207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3207!SPC PA N     -   0.99996336  x   1.00000767  =   0.99997103
 KW3207!UTM  18      -   0.99996336  x   0.99980961  =   0.99977297
 KW3207
 KW3207:                Primary Azimuth Mark                     Grid Az
 KW3207:SPC PA N     -  HOFFPORT AZ MK                           251 58 18.0
 KW3207:UTM  18      -  HOFFPORT AZ MK                           253 46 45.3
 KW3207
 KW3207|---------------------------------------------------------------------|
 KW3207| PID    Reference Object                     Distance      Geod. Az  |
 KW3207|                                                           dddmmss.s |
 KW3207| KW3208 HOFFPORT AZ MK                      APPROX. 0.9 KM 2524600.9 |
 KW3207|---------------------------------------------------------------------|
 KW3207
 KW3207                          SUPERSEDED SURVEY CONTROL
 KW3207
 KW3207  NAD 83(1986)-  40 50 15.95092(N)    076 32 52.32245(W) AD(       ) 3
 KW3207  NGVD 29 (09/11/89)  267.1    (m)          876.     (f) GPS OBS        
 KW3207
 KW3207.Superseded values are not recommended for survey control.
 KW3207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3207.See file dsdata.txt to determine how the superseded data were derived.
 KW3207
 KW3207_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL6950121900(NAD 83)
 KW3207_MARKER: DH = HORIZONTAL CONTROL DISK
 KW3207_SETTING: 66 = SET IN ROCK OUTCROP
 KW3207_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KW3207_STAMPING: HOFFPORT 1988
 KW3207_MARK LOGO: NGS   
 KW3207_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW3207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW3207+STABILITY: POSITION/ELEVATION WELL
 KW3207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW3207+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2006
 KW3207
 KW3207  HISTORY     - Date     Condition        Report By
 KW3207  HISTORY     - 1988     MONUMENTED       NGS
 KW3207  HISTORY     - 19921201 GOOD             LOCENG
 KW3207  HISTORY     - 20000418 GOOD             PADT
 KW3207  HISTORY     - 20060228 GOOD             INDIV
 KW3207
 KW3207                          STATION DESCRIPTION
 KW3207
 KW3207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KW3207'THE STATION IS LOCATED ABOUT 5.1 KM (3.15 MI) NORTH OF SHAMOKIN, 3.4
 KW3207'KM (2.10 MI) SOUTHEAST OF PAXINOS, 3.1 KM (1.95 MI) SOUTH OF ELYSBURG,
 KW3207'AT THE SHAMOKIN-NORTHUMBERLAND COUNTY AIRPORT, IN THE TOP OF A FLUSH
 KW3207'EAST-WEST EXPOSURE OF OUTCROP IN THE SOUTHWEST ANGLE OF THE JUNCTION
 KW3207'OF THE RUNWAY AND THE FIRST CONNECTING TAXIWAY WEST FROM THE EAST END
 KW3207'OF THE SINGLE ASPHALT RUNWAY.
 KW3207'OWNERSHIP--NORTHUMBERLAND COUNTY AIRPORT AUTHORITY, C/O AIRPORT
 KW3207'MANAGER FRANK PAVELKO, RD 1 BOX 169, SUNBURY PA 17801.  PHONE
 KW3207'717-672-9143.
 KW3207'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 487 IN
 KW3207'PAXINOS, GO SOUTH FOR 0.6 KM (0.35 MI) ON HIGHWAY 61 TO A PAVED SIDE
 KW3207'ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHEAST FOR 3.0 KM (1.85 MI) ON
 KW3207'STATE ROAD 2016 TO A PAVED CROSSROAD.  TURN LEFT AND GO NORTHEAST ON
 KW3207'STATE ROAD 60 TO A PAVED SIDE ROAD ON THE LEFT.  TURN LEFT AND GO
 KW3207'NORTH FOR 0.1 KM (0.05 MI) ON THE AIRPORT ENTRANCE ROAD TO THE AIRPORT
 KW3207'ADMINISTRATION BUILDING AND GRAVEL ROAD ON THE LEFT.  TURN LEFT AND GO
 KW3207'WEST FOR 0.1 KM (0.05 MI) ON THE GRAVEL ROAD TO THE WEST END OF A
 KW3207'HANGAR AND THE ASPHALT APRON ON THE RIGHT.  TURN RIGHT AND GO NORTH
 KW3207'FOR 0.1 KM (0.05 MI) ON THE APRON AND CONNECTING TAXIWAY TO THE
 KW3207'STATION ON THE LEFT JUST BEFORE REACHING THE RUNWAY.
 KW3207'THE STATION IS A STANDARD NGS DISK SET IN A DRILL HOLE IN THE TOP OF A
 KW3207'0.3 BY 0.5 METER EXPOSURE OF OUTCROP RECESSED 10 CM BELOW GROUND.
 KW3207'LOCATED 27.8 M (91.2 FT) SOUTH FROM THE CENTER OF THE RUNWAY, 19.8 M
 KW3207'(65.0 FT) WEST FROM THE CENTER OF THE CONNECTING TAXIWAY, 18.7 M
 KW3207'(61.4 FT) SOUTHEAST FROM THE FIRST WHITE RUNWAY LIGHT ON THE SOUTH
 KW3207'SIDE OF THE RUNWAY WEST FROM THE JUNCTION OF THE CONNECTING TAXIWAY,
 KW3207'AND 11.9 M (39.0 FT) SOUTHWEST FROM THE CENTER ONE OF THREE BLUE
 KW3207'TAXIWAY LIGHTS ON THE CURVE OF THE JUNCTION OF THE TAXIWAY.
 KW3207'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 KW3207
 KW3207                          STATION RECOVERY (1992)
 KW3207
 KW3207'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 KW3207'RECOVERED IN GOOD CONDITION.
 KW3207
 KW3207                          STATION RECOVERY (2000)
 KW3207
 KW3207'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (JAG)
 KW3207'THE STATION IS LOCATED IN RALPHO TOWNSHIP, NORTHUMBERLAND
 KW3207'COUNTY, 2.5 MI (4.0 KM) SOUTH OF ELYSBURG AT THE NORTHUMBERLAND
 KW3207'COUNTY AIRPORT.
 KW3207' 
 KW3207'OWNERSHIP IS THE NORTHUMBERLAND COUNTY AIRPORT AUTHORITY, P.O.
 KW3207'BOX 302, SHAMOKIN, PA 17872.  (570) 339-4195 OR (570) 850-3319 - RON
 KW3207'SMITH
 KW3207'- CHAIRMAN
 KW3207' 
 KW3207'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 487
 KW3207'AND STATE ROUTE 54 AT ELYSBURG, PROCEED SOUTH ON STATE ROUTE 54
 KW3207'FOR 2.1 MI (3.4 KM) TO STATE ROUTE 2018.  TURN RIGHT AND PROCEED
 KW3207'WEST ON STATE ROUTE 2018 FOR 1.55 MI (2.5 KM) TO THE AIRPORT ON THE
 KW3207'RIGHT.
 KW3207' 
 KW3207' 
 KW3207'
 KW3207
 KW3207                          STATION RECOVERY (2006)
 KW3207
 KW3207'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JFP)
 KW3207'RECOVERED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3208 ***********************************************************************
 KW3208  DESIGNATION -  HOFFPORT AZ MK
 KW3208  PID         -  KW3208
 KW3208  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW3208  USGS QUAD   -  SHAMOKIN (1975)
 KW3208
 KW3208                         *CURRENT SURVEY CONTROL
 KW3208  ___________________________________________________________________
 KW3208* NAD 83(1992)-  40 50 07.53285(N)    076 33 28.04236(W)     ADJUSTED  
 KW3208* NAVD 88     -       259.4    (meters)     851.     (feet)  VERTCON   
 KW3208  ___________________________________________________________________
 KW3208  X           -   1,123,438.768 (meters)                     COMP
 KW3208  Y           -  -4,700,339.415 (meters)                     COMP
 KW3208  Z           -   4,148,760.575 (meters)                     COMP
 KW3208  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 KW3208  ELLIP HEIGHT-         226.20  (meters)          (06/21/02) GPS OBS
 KW3208  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KW3208
 KW3208  HORZ ORDER  -  THIRD
 KW3208  ELLP ORDER  -  FOURTH    CLASS I
 KW3208
 KW3208.The horizontal coordinates were established by GPS observations
 KW3208.and adjusted by the National Geodetic Survey in June 2002..
 KW3208
 KW3208.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW3208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW3208
 KW3208.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KW3208
 KW3208.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3208
 KW3208.The ellipsoidal height was determined by GPS observations
 KW3208.and is referenced to NAD 83.
 KW3208
 KW3208.The geoid height was determined by GEOID03.
 KW3208
 KW3208;                    North         East     Units Scale Factor Converg.
 KW3208;SPC PA N     -    74,960.588   700,553.567   MT  1.00000808   +0 47 19.3
 KW3208;SPC PA N     -   245,933.20  2,298,399.49   sFT  1.00000808   +0 47 19.3
 KW3208;UTM  18      - 4,521,655.682   368,659.805   MT  0.99981232   -1 01 07.6
 KW3208
 KW3208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3208!SPC PA N     -   0.99996452  x   1.00000808  =   0.99997260
 KW3208!UTM  18      -   0.99996452  x   0.99981232  =   0.99977685
 KW3208
 KW3208:                Primary Azimuth Mark                     Grid Az
 KW3208:SPC PA N     -  HOFFPORT                                 071 58 18.2
 KW3208:UTM  18      -  HOFFPORT                                 073 46 45.1
 KW3208
 KW3208|---------------------------------------------------------------------|
 KW3208| PID    Reference Object                     Distance      Geod. Az  |
 KW3208|                                                           dddmmss.s |
 KW3208| KW3207 HOFFPORT                            APPROX. 0.9 KM 0724537.5 |
 KW3208|---------------------------------------------------------------------|
 KW3208
 KW3208                          SUPERSEDED SURVEY CONTROL
 KW3208
 KW3208  NAD 83(1986)-  40 50 07.53363(N)    076 33 28.04476(W) AD(       ) 3
 KW3208  NGVD 29 (09/11/89)  259.7    (m)          852.     (f) GPS OBS        
 KW3208
 KW3208.Superseded values are not recommended for survey control.
 KW3208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3208.See file dsdata.txt to determine how the superseded data were derived.
 KW3208
 KW3208_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL6866021656(NAD 83)
 KW3208_MARKER: I = METAL ROD
 KW3208_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KW3208_SP_SET: STAINLESS STEEL ROD
 KW3208_STAMPING: HOFFPORT AZ MK
 KW3208_MARK LOGO: NGS   
 KW3208_PROJECTION: FLUSH
 KW3208_MAGNETIC: I = MARKER IS A STEEL ROD
 KW3208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW3208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW3208+SATELLITE: SATELLITE OBSERVATIONS - 1988
 KW3208_ROD/PIPE-DEPTH: 3.0  meters
 KW3208
 KW3208  HISTORY     - Date     Condition        Report By
 KW3208  HISTORY     - 1988     MONUMENTED       NGS
 KW3208  HISTORY     - 19921201 GOOD             LOCENG
 KW3208
 KW3208                          STATION DESCRIPTION
 KW3208
 KW3208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KW3208'THE STATION IS LOCATED ABOUT 5.1 KM (3.15 MI) NORTH OF SHAMOKIN, 3.2
 KW3208'KM (2.00 MI) SOUTH OF ELYSBURG, 2.7 KM (1.70 MI) SOUTHEAST OF PAXINOS,
 KW3208'AT THE SHAMOKIN-NORTHUMBERLAND COUNTY AIRPORT, IN THE NORTHWEST EDGE
 KW3208'OF THE SMALL GRASS ISLAND BETWEEN THE AIRPLANE TURN-AROUND AND THE
 KW3208'RUNWAY NEAR THE WEST END OF THE SINGLE ASPHALT RUNWAY.
 KW3208'OWNERSHIP--NORTHUMBERLAND COUNTY AIRPORT AUTHORITY, C/O AIRPORT
 KW3208'MANAGER FRANK PAVELKO, RD 1 BOX 169, SUNBURY PA 17801.  PHONE
 KW3208'717-672-9143.
 KW3208'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 487 IN
 KW3208'PAXINOS, GO SOUTH FOR 0.6 KM (0.35 MI) ON HIGHWAY 61 TO A PAVED SIDE
 KW3208'ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHEAST FOR 3.0 KM (1.85 MI) ON
 KW3208'STATE ROAD 2016 TO A PAVED CROSSROAD.  TURN LEFT AND GO NORTHEAST FOR
 KW3208'1.1 KM (0.70 MI) ON STATE ROAD 60 TO A PAVED SIDE ROAD ON THE LEFT.
 KW3208'TURN LEFT AND GO NORTH FOR 0.1 KM (0.05 MI) ON THE AIRPORT ENTRANCE
 KW3208'ROAD TO THE AIRPORT ADMINISTRATION BUILDING AND GRAVEL ROAD ON THE
 KW3208'LEFT.  TURN LEFT AND GO WEST FOR 0.1 KM (0.05 MI) ON THE GRAVEL ROAD
 KW3208'TO THE WEST END OF A HANGAR AND THE ASPHALT APRON ON THE RIGHT.  TURN
 KW3208'RIGHT AND GO NORTH FOR 0.1 KM (0.05 MI) ON THE APRON AND CONNECTING
 KW3208'TAXIWAY TO THE RUNWAY.  TURN LEFT AND GO WEST FOR 0.9 KM (0.55 MI) ON
 KW3208'THE RUNWAY TO THE STATION ON THE LEFT JUST BEFORE REACHING THE WEST
 KW3208'END OF THE RUNWAY.
 KW3208'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 KW3208'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 3.0 METERS IN A GREASE
 KW3208'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 KW3208'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 KW3208'25.1 M (82.3 FT) WEST FROM THE CENTER OF THE FIRST CONNECTING TAXIWAY
 KW3208'EAST OF THE WEST END OF THE RUNWAY, 22.6 M (74.1 FT) SOUTH FROM THE
 KW3208'CENTER OF THE RUNWAY, 17.4 M (57.1 FT) EAST FROM THE CENTER OF THE
 KW3208'CONNECTING TAXIWAY AT THE WEST END OF THE RUNWAY, AND 10.5 M
 KW3208'(34.4 FT) NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF A 0.5 METER
 KW3208'SQUARE IRON GRATE DRAIN COVER.
 KW3208'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 KW3208
 KW3208                          STATION RECOVERY (1992)
 KW3208
 KW3208'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 KW3208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3151 ***********************************************************************
 KY3151  DESIGNATION -  HOGE
 KY3151  PID         -  KY3151
 KY3151  STATE/COUNTY-  PA/WASHINGTON
 KY3151  USGS QUAD   -  CLAYSVILLE (1977)
 KY3151
 KY3151                         *CURRENT SURVEY CONTROL
 KY3151  ___________________________________________________________________
 KY3151* NAD 83(1992)-  40 06 08.58238(N)    080 29 58.13402(W)     ADJUSTED  
 KY3151* NAVD 88     -       408.     (meters)    1339.     (feet)  SCALED    
 KY3151  ___________________________________________________________________
 KY3151  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 KY3151  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KY3151
 KY3151  HORZ ORDER  -  SECOND
 KY3151
 KY3151.The horizontal coordinates were established by classical geodetic methods
 KY3151.and adjusted by the National Geodetic Survey in June 2002..
 KY3151
 KY3151.The orthometric height was scaled from a topographic map.
 KY3151
 KY3151.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3151
 KY3151.The geoid height was determined by GEOID03.
 KY3151
 KY3151;                    North         East     Units Scale Factor Converg.
 KY3151;SPC PA S     -    89,040.313   365,605.251   MT  0.99997787   -1 47 01.8
 KY3151;SPC PA S     -   292,126.43  1,199,489.89   sFT  0.99997787   -1 47 01.8
 KY3151;UTM  17      - 4,439,240.971   542,660.310   MT  0.99962240   +0 19 20.7
 KY3151
 KY3151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3151!SPC PA S     -   0.99994132  x   0.99997787  =   0.99991919
 KY3151!UTM  17      -   0.99994132  x   0.99962240  =   0.99956374
 KY3151
 KY3151|---------------------------------------------------------------------|
 KY3151| PID    Reference Object                     Distance      Geod. Az  |
 KY3151|                                                           dddmmss.s |
 KY3151| CX4701 HOGE RM 1                            22.373 METERS 04354     |
 KY3151| CX4702 HOGE RM 2                            15.227 METERS 21341     |
 KY3151| CX4700 HOGE AZ MK                                         2585649.0 |
 KY3151| KY3178 W ALEXANDER SWARTS RAD ANTENNA      APPROX. 0.7 KM 2861148.2 |
 KY3151| KY3179 W ALEXANDER UP CHURCH SPIRE         APPROX. 0.9 KM 2881045.0 |
 KY3151|---------------------------------------------------------------------|
 KY3151
 KY3151                          SUPERSEDED SURVEY CONTROL
 KY3151
 KY3151  NAD 83(1995)-  40 06 08.58238(N)    080 29 58.13405(W) AD(       ) 2
 KY3151  NAD 83(1986)-  40 06 08.58818(N)    080 29 58.14113(W) AD(       ) 2
 KY3151  NAD 27      -  40 06 08.33310(N)    080 29 58.89200(W) AD(       ) 2
 KY3151
 KY3151.Superseded values are not recommended for survey control.
 KY3151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3151.See file dsdata.txt to determine how the superseded data were derived.
 KY3151
 KY3151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE4266039241(NAD 83)
 KY3151_MARKER: DS = TRIANGULATION STATION DISK
 KY3151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3151
 KY3151  HISTORY     - Date     Condition        Report By
 KY3151  HISTORY     - 1960     MONUMENTED       CGS
 KY3151
 KY3151                          STATION DESCRIPTION
 KY3151
 KY3151'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KY3151'STATION IS LOCATED IN THE SOUTH SECTION OF WEST ALEXANDER, 1/4
 KY3151'MILE SOUTH OF U.S. HIGHWAY 40 AND ON PROPERTY OWNED BY MR HOGE.
 KY3151'
 KY3151'TO REACH THE STATION FROM THE POST OFFICE IN WEST ALEXANDER, GO
 KY3151'EAST ON MAIN STREET FOR 0.25 MILE TO A SIDE ROAD RIGHT*. TURN
 KY3151'RIGHT ON COUNTY HIGHWAY 62184 FOR 0.25 MILE TO AZIMUTH MARK AND
 KY3151'STANDARD METAL WITNESS POST AND MARKER ON THE LEFT.*CONTINUE EAST
 KY3151'FOR 0.25 MILE TO A GRAVELED DRIVEWAY RIGHT AT THE HOME OF MR.
 KY3151'HOGE.  TURN RIGHT INTO DRIVEWAY AND GO ABOUT 150 FEET TO THE
 KY3151'STATION ON THE LEFT AS DESCRIBED.
 KY3151'
 KY3151'THE STATION MARK, A STANDARD DISK STAMPED HOGE 1960, CEMENTED IN
 KY3151'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS 3 INCHES BELOW THE
 KY3151'SURFACE OF THE GROUND.  IT IS 75 FEET SOUTHEAST OF THE SOUTHEAST
 KY3151'CORNER OF A TWO STORY HOUSE, 81.5 FEET SOUTHWEST OF THE SOUTHWEST
 KY3151'CORNER OF A RED TILING GARAGE, 66 FEET EAST OF A FIELD ENTRANCE
 KY3151'AND 22 FEET SOUTHEAST OF A GRAVELED DRIVEWAY.
 KY3151'
 KY3151'REFERENCE MARK 1, A STANDARD DISK STAMPED HOGE NO 1 1960,
 KY3151'CEMENTED IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 KY3151'THE SURFACE OF THE GROUND.  IT IS 23 FEET SOUTHEAST OF THE
 KY3151'SOUTHWEST CORNER OF THE TILING GARAGE, 16 FEET SOUTHEAST OF THE
 KY3151'DRIVE WAY, 116 FEET EAST OF THE SOUTHEAST CORNER OF THE TWO STORY
 KY3151'HOUSE AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 KY3151'
 KY3151'REFERENCE MARK 2, A STANDARD DISK STAMPED HOGE NO 2 1960,
 KY3151'CEMENTED IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 KY3151'THE SURFACE OF THE GROUND.  IT IS 89.6 FEET SOUTH-SOUTHEAST OF THE
 KY3151'CORNER OF THE TWO STORY HOUSE, 20 FEET EAST OF THE FIELD
 KY3151'ENTRANCE, 17 FEET SOUTHEAST OF THE DRIVEWAY AND IS ABOUT THE SAME
 KY3151'ELEVATION AS THE STATION.
 KY3151'
 KY3151'AZIMUTH MARK, A STANDARD DISK STAMPED HOGE 1960, CEMENTED IN TOP
 KY3151'OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF
 KY3151'THE GROUND.  IT IS 1.4 FEET SOUTH OF A STANDARD METAL WITNESS POST
 KY3151'AND MARKER, 10.6 FEET EAST-NORTHEAST OF CENTER OF COUNTY HIGHWAY
 KY3151'62184, 5 FEET SOUTH OF A TELEPHONE LINE POLE NUMBER 4-9 AND IS ON
 KY3151'PROPERTY OF THE COUNTY HIGHWAY DEPARTMENT.
 KY3151'
 KY3151'HEIGHT OF LIGHT ABOVE STATION MARK 14.37 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0049 ***********************************************************************
 MA0049  DESIGNATION -  HOHN
 MA0049  PID         -  MA0049
 MA0049  STATE/COUNTY-  PA/MCKEAN
 MA0049  USGS QUAD   -  PORT ALLEGANY (1983)
 MA0049
 MA0049                         *CURRENT SURVEY CONTROL
 MA0049  ___________________________________________________________________
 MA0049* NAD 83(1992)-  41 49 58.47913(N)    078 18 55.32477(W)     ADJUSTED  
 MA0049* NAVD 88     -       564.104  (meters)    1850.73   (feet)  ADJUSTED  
 MA0049  ___________________________________________________________________
 MA0049  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 MA0049  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 MA0049  DYNAMIC HT  -         563.879 (meters)    1849.99  (feet)  COMP
 MA0049  MODELED GRAV-     980,204.5   (mgal)                       NAVD 88
 MA0049
 MA0049  HORZ ORDER  -  SECOND
 MA0049  VERT ORDER  -  SECOND    CLASS 0
 MA0049
 MA0049.The horizontal coordinates were established by classical geodetic methods
 MA0049.and adjusted by the National Geodetic Survey in June 2002..
 MA0049
 MA0049.The orthometric height was determined by differential leveling
 MA0049.and adjusted by the National Geodetic Survey in June 1991..
 MA0049
 MA0049.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA0049
 MA0049.The geoid height was determined by GEOID03.
 MA0049
 MA0049.The dynamic height is computed by dividing the NAVD 88
 MA0049.geopotential number by the normal gravity value computed on the
 MA0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0049.degrees latitude (g = 980.6199 gals.).
 MA0049
 MA0049.The modeled gravity was interpolated from observed gravity values.
 MA0049
 MA0049;                    North         East     Units Scale Factor Converg.
 MA0049;SPC PA N     -   185,199.577   553,037.619   MT  0.99998309   -0 22 26.4
 MA0049;SPC PA N     -   607,608.95  1,814,424.26   sFT  0.99998309   -0 22 26.4
 MA0049;UTM  17      - 4,634,709.432   722,924.673   MT  1.00021156   +1 47 28.6
 MA0049
 MA0049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA0049!SPC PA N     -   0.99991650  x   0.99998309  =   0.99989959
 MA0049!UTM  17      -   0.99991650  x   1.00021156  =   1.00012804
 MA0049
 MA0049|---------------------------------------------------------------------|
 MA0049| PID    Reference Object                     Distance      Geod. Az  |
 MA0049|                                                           dddmmss.s |
 MA0049| CK7484 HOHN RM 1                            12.361 METERS 05500     |
 MA0049| MA0048 HOHN AZ MK                                         2011355.2 |
 MA0049| MA2197 SMETHPORT TV CABLE CO MAST          APPROX. 6.3 KM 2465203.6 |
 MA0049| CK7485 HOHN RM 2                            11.257 METERS 30956     |
 MA0049|---------------------------------------------------------------------|
 MA0049
 MA0049                          SUPERSEDED SURVEY CONTROL
 MA0049
 MA0049  NAD 83(1996)-  41 49 58.47906(N)    078 18 55.32529(W) AD(       ) 2
 MA0049  NAD 83(1986)-  41 49 58.48097(N)    078 18 55.32251(W) AD(       ) 2
 MA0049  NAD 27      -  41 49 58.24999(N)    078 18 56.27318(W) AD(       ) 2
 MA0049  NGVD 29 (??/??/92)  564.253  (m)         1851.22   (f) ADJ UNCH    2 0
 MA0049
 MA0049.Superseded values are not recommended for survey control.
 MA0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0049.See file dsdata.txt to determine how the superseded data were derived.
 MA0049
 MA0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG2292534709(NAD 83)
 MA0049_MARKER: DE = TRAVERSE STATION DISK
 MA0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0049_STAMPING: HOHN 1968
 MA0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0049+STABILITY: SURFACE MOTION
 MA0049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0049+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2005
 MA0049
 MA0049  HISTORY     - Date     Condition        Report By
 MA0049  HISTORY     - 1968     MONUMENTED       CGS
 MA0049  HISTORY     - 1968     GOOD             CGS
 MA0049  HISTORY     - 20010822 GOOD             USPSQD
 MA0049  HISTORY     - 20051031 GOOD             USPSQD
 MA0049
 MA0049                          STATION DESCRIPTION
 MA0049
 MA0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA0049'THE STATION IS LOCATED ABOUT 9 MILES SOUTH-SOUTHEAST OF ELDRED, 7
 MA0049'MILES EAST-NORTHEAST OF SMETHPORT AND 2 MILES NORTHWEST OF
 MA0049'PORT ALLEGANY.  IT IS ON A BARE KNOLL ON PROPERTY OWNED BY MR. OTTO
 MA0049'HOHN.
 MA0049'
 MA0049'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 MA0049'HIGHWAY 155, AT THE NORTH EDGE OF PORT ALLEGANY, GO WEST ON U.S.
 MA0049'HIGHWAY 6 FOR 1.85 MILES TO A REVERSE FORK AND THE AZIMUTH MARK ON
 MA0049'THE RIGHT, TURN RIGHT AND GO NORTH THROUGH THE OPEN FIELD FOR
 MA0049'0.3 MILE TO THE HIGHEST POINT ON THE HILL AND THE STATION.
 MA0049'
 MA0049'THE STATION MARK IS 85 FEET WEST-SOUTHWEST OF A 14-INCH TRIANGULAR
 MA0049'BLAZED TREE, 25 FEET SOUTH OF A WIRE FENCE AND 3.2 FEET
 MA0049'EAST-NORTHEAST OF A METAL WITNESS POST.  THE MARK IS A STANDARD DISK
 MA0049'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES
 MA0049'AND IS STAMPED HOHN 1968.
 MA0049'
 MA0049'REFERENCE MARK NO. 1 IS 45 FEET WEST-SOUTHWEST OF THE 14-INCH
 MA0049'TRIANGULAR BLAZED TREE, 44 FEET EAST-NORTHEAST OF THE METAL
 MA0049'WITNESS POST AND 1 FOOT SOUTH OF THE WIRE FENCE.  THE MARK IS A
 MA0049'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 4
 MA0049'INCHES AND IS STAMPED HOHN NO 1 1968.
 MA0049'
 MA0049'REFERENCE MARK NO. 2 IS 102 FEET WEST OF THE 14-INCH TRIANGULAR
 MA0049'BLAZED TREE, 36.9 FEET NORTH-NORTWEST OF THE METAL WITNESS POST
 MA0049'AND 1 FOOT SOUTH OF THE WIRE FENCE.  THE MARK IS A STANDARD DISK SET
 MA0049'IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 5 INCHES AND IS
 MA0049'STAMPED HOHN NO 2 1968.
 MA0049'
 MA0049'THE AZIMUTH MARK IS 82 FEET NORTH-NORTHEAST OF THE CENTERLINE OF U.S.
 MA0049'HIGHWAY 6, 12 FEET NORTH OF THE APPROXIMATE CENTER OF THE GRAVELED
 MA0049'ROAD, 4 FEET WEST OF TELEPHONE POLE NO. 34 AND 1.7 FEET EAST OF A
 MA0049'METAL WITNESS POST.  THE MARK IS A STANDARD DISK SET IN THE TOP
 MA0049'OF A SQUARE CONCRETE POST PROJECTING 6 INCHES AND IS STAMPED HOHN
 MA0049'1968.
 MA0049'
 MA0049'NOTE- ALL MARKS ARE PAINTED YELLOW.
 MA0049'
 MA0049'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 MA0049
 MA0049                          STATION RECOVERY (1968)
 MA0049
 MA0049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 MA0049'2.6 MI W FROM PORT ALLEGANY.
 MA0049'0.7 MILE NORTHWEST ALONG U.S. HIGHWAY 6 AND STATE HIGHWAY 155
 MA0049'FROM THE POST OFFICE IN PORT ALLEGANY TO THE JUNCTION OF U.S.
 MA0049'HIGHWAY 6 AND STATE HIGHWAY 155, THENCE, 1.9 MILES WEST ALONG
 MA0049'U.S. HIGHWAY 6 TO THE TOP OF A HILL AND A SIDE ROAD, THENCE, 0.3
 MA0049'MILE ACROSS FIELD TO THE HIGHEST PART OF A LARGE KNOLL, 0.3 MILE
 MA0049'NORTH OF U.S. HIGHWAY 6, 36.93 FEET SOUTHEAST OF RM 2, 40.56 FEET
 MA0049'SOUTHWEST OF RM 1, 85 FEET WEST OF A 14-INCH TRIANGULAR BLAZED
 MA0049'TREE, 25 FEET SOUTH OF A WIRE FENCE, 3.2 FEET EAST OF A METAL
 MA0049'WITNESS SIGN AND IS ABOUT 100 FEET ABOVE THE HIGHWAY, SET IN THE
 MA0049'TOP OF A CONCRETE POST PROJECTING 4-INCHES.
 MA0049
 MA0049                          STATION RECOVERY (2001)
 MA0049
 MA0049'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA0049'RECOVERED IN GOOD CONDITION.
 MA0049
 MA0049                          STATION RECOVERY (2005)
 MA0049
 MA0049'RECOVERY NOTE BY US POWER SQUADRON 2005 (SG)
 MA0049'RM 1, RM 2 AND AZ MARK FOUND GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0051 ***********************************************************************
 MA0051  DESIGNATION -  HOHN 1
 MA0051  PID         -  MA0051
 MA0051  STATE/COUNTY-  PA/MCKEAN
 MA0051  USGS QUAD   -  PORT ALLEGANY (1983)
 MA0051
 MA0051                         *CURRENT SURVEY CONTROL
 MA0051  ___________________________________________________________________
 MA0051* NAD 83(1986)-  41 49 58.     (N)    078 18 55.     (W)     SCALED    
 MA0051* NAVD 88     -       563.088  (meters)    1847.40   (feet)  ADJUSTED  
 MA0051  ___________________________________________________________________
 MA0051  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 MA0051  DYNAMIC HT  -         562.863 (meters)    1846.66  (feet)  COMP
 MA0051  MODELED GRAV-     980,204.5   (mgal)                       NAVD 88
 MA0051
 MA0051  VERT ORDER  -  SECOND    CLASS 0
 MA0051
 MA0051.The horizontal coordinates were scaled from a topographic map and have
 MA0051.an estimated accuracy of +/- 6 seconds.
 MA0051
 MA0051.The orthometric height was determined by differential leveling
 MA0051.and adjusted by the National Geodetic Survey in June 1991..
 MA0051
 MA0051.The geoid height was determined by GEOID03.
 MA0051
 MA0051.The dynamic height is computed by dividing the NAVD 88
 MA0051.geopotential number by the normal gravity value computed on the
 MA0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0051.degrees latitude (g = 980.6199 gals.).
 MA0051
 MA0051.The modeled gravity was interpolated from observed gravity values.
 MA0051
 MA0051;                    North         East    Units  Estimated Accuracy
 MA0051;SPC PA N     -   185,190.      553,050.      MT  (+/- 180 meters Scaled)
 MA0051
 MA0051                          SUPERSEDED SURVEY CONTROL
 MA0051
 MA0051  NGVD 29 (??/??/92)  563.237  (m)         1847.89   (f) ADJ UNCH    2 0
 MA0051
 MA0051.Superseded values are not recommended for survey control.
 MA0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0051.See file dsdata.txt to determine how the superseded data were derived.
 MA0051
 MA0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG229346(NAD 83)
 MA0051_MARKER: DR = REFERENCE MARK DISK
 MA0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0051_STAMPING: HOHN NO 1 1968
 MA0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0051+STABILITY: SURFACE MOTION
 MA0051
 MA0051  HISTORY     - Date     Condition        Report By
 MA0051  HISTORY     - 1968     MONUMENTED       CGS
 MA0051  HISTORY     - 20010822 GOOD             USPSQD
 MA0051
 MA0051                          STATION DESCRIPTION
 MA0051
 MA0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MA0051'2.6 MI W FROM PORT ALLEGANY.
 MA0051'AT THE HOHN STATION SITE-- 40.56 FEET NORTHEAST OF THE STATION,
 MA0051'45 FEET WEST OF A 14-INCH TRIANGULAR BLAZED TREE, 44 FEET
 MA0051'EAST OF A METAL WITNESS SIGN, 1 FOOT SOUTH OF A WIRE FENCE,
 MA0051'SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES AND IS
 MA0051'ABOUT LEVEL WITH THE STATION.
 MA0051
 MA0051                          STATION RECOVERY (2001)
 MA0051
 MA0051'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0050 ***********************************************************************
 MA0050  DESIGNATION -  HOHN 2
 MA0050  PID         -  MA0050
 MA0050  STATE/COUNTY-  PA/MCKEAN
 MA0050  USGS QUAD   -  PORT ALLEGANY (1983)
 MA0050
 MA0050                         *CURRENT SURVEY CONTROL
 MA0050  ___________________________________________________________________
 MA0050* NAD 83(1986)-  41 49 58.     (N)    078 18 55.     (W)     SCALED    
 MA0050* NAVD 88     -       563.695  (meters)    1849.39   (feet)  ADJUSTED  
 MA0050  ___________________________________________________________________
 MA0050  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 MA0050  DYNAMIC HT  -         563.470 (meters)    1848.65  (feet)  COMP
 MA0050  MODELED GRAV-     980,204.5   (mgal)                       NAVD 88
 MA0050
 MA0050  VERT ORDER  -  SECOND    CLASS 0
 MA0050
 MA0050.The horizontal coordinates were scaled from a topographic map and have
 MA0050.an estimated accuracy of +/- 6 seconds.
 MA0050
 MA0050.The orthometric height was determined by differential leveling
 MA0050.and adjusted by the National Geodetic Survey in June 1991..
 MA0050
 MA0050.The geoid height was determined by GEOID03.
 MA0050
 MA0050.The dynamic height is computed by dividing the NAVD 88
 MA0050.geopotential number by the normal gravity value computed on the
 MA0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0050.degrees latitude (g = 980.6199 gals.).
 MA0050
 MA0050.The modeled gravity was interpolated from observed gravity values.
 MA0050
 MA0050;                    North         East    Units  Estimated Accuracy
 MA0050;SPC PA N     -   185,190.      553,050.      MT  (+/- 180 meters Scaled)
 MA0050
 MA0050                          SUPERSEDED SURVEY CONTROL
 MA0050
 MA0050  NGVD 29 (??/??/92)  563.844  (m)         1849.88   (f) ADJ UNCH    2 0
 MA0050
 MA0050.Superseded values are not recommended for survey control.
 MA0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0050.See file dsdata.txt to determine how the superseded data were derived.
 MA0050
 MA0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG229346(NAD 83)
 MA0050_MARKER: DR = REFERENCE MARK DISK
 MA0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0050_STAMPING: HOHN NO 2 1968
 MA0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0050+STABILITY: SURFACE MOTION
 MA0050
 MA0050  HISTORY     - Date     Condition        Report By
 MA0050  HISTORY     - 1968     MONUMENTED       CGS
 MA0050  HISTORY     - 20010822 GOOD             USPSQD
 MA0050
 MA0050                          STATION DESCRIPTION
 MA0050
 MA0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MA0050'2.6 MI W FROM PORT ALLEGANY.
 MA0050'AT THE HOHN STATION SITE-- 36.93 FEET NORTHWEST OF THE STATION,
 MA0050'102 FEET WEST OF THE 14-INCH TRIANGULAR BLAZED TREE, 36.9 FEET
 MA0050'NORTH OF THE METAL WITNESS SIGN, 1 FOOT SOUTH OF THE WIRE
 MA0050'FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 5-INCHES
 MA0050'AND IS ABOUT LEVEL WITH THE STATION.
 MA0050
 MA0050                          STATION RECOVERY (2001)
 MA0050
 MA0050'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0048 ***********************************************************************
 MA0048  DESIGNATION -  HOHN AZ MK
 MA0048  PID         -  MA0048
 MA0048  STATE/COUNTY-  PA/MCKEAN
 MA0048  USGS QUAD   -  PORT ALLEGANY (1983)
 MA0048
 MA0048                         *CURRENT SURVEY CONTROL
 MA0048  ___________________________________________________________________
 MA0048* NAD 83(1986)-  41 49 45.     (N)    078 19 03.     (W)     SCALED    
 MA0048* NAVD 88     -       527.577  (meters)    1730.89   (feet)  ADJUSTED  
 MA0048  ___________________________________________________________________
 MA0048  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 MA0048  DYNAMIC HT  -         527.366 (meters)    1730.20  (feet)  COMP
 MA0048  MODELED GRAV-     980,204.2   (mgal)                       NAVD 88
 MA0048
 MA0048  VERT ORDER  -  SECOND    CLASS 0
 MA0048
 MA0048.The horizontal coordinates were scaled from a topographic map and have
 MA0048.an estimated accuracy of +/- 6 seconds.
 MA0048
 MA0048.The orthometric height was determined by differential leveling
 MA0048.and adjusted by the National Geodetic Survey in June 1991..
 MA0048
 MA0048.The geoid height was determined by GEOID03.
 MA0048
 MA0048.The dynamic height is computed by dividing the NAVD 88
 MA0048.geopotential number by the normal gravity value computed on the
 MA0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0048.degrees latitude (g = 980.6199 gals.).
 MA0048
 MA0048.The modeled gravity was interpolated from observed gravity values.
 MA0048
 MA0048;                    North         East    Units  Estimated Accuracy
 MA0048;SPC PA N     -   184,790.      552,860.      MT  (+/- 180 meters Scaled)
 MA0048
 MA0048                          SUPERSEDED SURVEY CONTROL
 MA0048
 MA0048  NGVD 29 (??/??/92)  527.724  (m)         1731.37   (f) ADJ UNCH    2 0
 MA0048
 MA0048.Superseded values are not recommended for survey control.
 MA0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0048.See file dsdata.txt to determine how the superseded data were derived.
 MA0048
 MA0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG227342(NAD 83)
 MA0048_MARKER: DZ = AZIMUTH MARK DISK
 MA0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0048_STAMPING: HOHN 1968
 MA0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0048+STABILITY: SURFACE MOTION
 MA0048
 MA0048  HISTORY     - Date     Condition        Report By
 MA0048  HISTORY     - 1968     MONUMENTED       CGS
 MA0048  HISTORY     - 20010822 GOOD             USPSQD
 MA0048
 MA0048                          STATION DESCRIPTION
 MA0048
 MA0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MA0048'2.6 MI W FROM PORT ALLEGANY.
 MA0048'0.7 MILE NORTHWEST ALONG U.S. HIGHWAY 6 AND STATE HIGHWAY 155
 MA0048'FROM THE POST OFFICE IN PORT ALLEGANY TO THE JUNCTION OF U.S.
 MA0048'HIGHWAY 6 AND STATE HIGHWAY 155, THENCE, 1.9 MILES WEST ALONG
 MA0048'U.S. HIGHWAY 6 TO THE TOP OF HILL, SET IN THE TOP OF A CONCRETE
 MA0048'POST PROJECTING 5-INCHES, 82 FEET NORTH OF THE CENTERLINE OF
 MA0048'HIGHWAY, 12 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVELED
 MA0048'ROAD, 4 FEET WEST OF A TELEPHONE POLE, 1.7 FEET WEST OF A METAL
 MA0048'WITNESS SIGN AND IS ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 MA0048
 MA0048                          STATION RECOVERY (2001)
 MA0048
 MA0048'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA0048'NEXT TO SMALL CHERRY TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1910 ***********************************************************************
 MB1910  DESIGNATION -  HOLBEN
 MB1910  PID         -  MB1910
 MB1910  STATE/COUNTY-  PA/BUTLER
 MB1910  USGS QUAD   -  HARLANSBURG (1990)
 MB1910
 MB1910                         *CURRENT SURVEY CONTROL
 MB1910  ___________________________________________________________________
 MB1910* NAD 83(1992)-  41 00 08.68019(N)    080 08 41.99914(W)     ADJUSTED  
 MB1910* NAVD 88     -       427.     (meters)    1401.     (feet)  SCALED    
 MB1910  ___________________________________________________________________
 MB1910  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 MB1910  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 MB1910
 MB1910  HORZ ORDER  -  SECOND
 MB1910
 MB1910.The horizontal coordinates were established by classical geodetic methods
 MB1910.and adjusted by the National Geodetic Survey in June 2002..
 MB1910
 MB1910.The orthometric height was scaled from a topographic map.
 MB1910
 MB1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1910
 MB1910.The geoid height was determined by GEOID03.
 MB1910
 MB1910;                    North         East     Units Scale Factor Converg.
 MB1910;SPC PA S     -   188,064.230   398,527.123   MT  1.00000581   -1 33 13.9
 MB1910;SPC PA S     -   617,007.39  1,307,501.07   sFT  1.00000581   -1 33 13.9
 MB1910;SPC PA N     -    95,598.264   398,532.716   MT  0.99998292   -1 35 03.8
 MB1910;SPC PA N     -   313,641.97  1,307,519.42   sFT  0.99998292   -1 35 03.8
 MB1910;UTM  17      - 4,539,376.731   571,904.586   MT  0.99966363   +0 33 39.5
 MB1910
 MB1910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1910!SPC PA S     -   0.99993836  x   1.00000581  =   0.99994417
 MB1910!SPC PA N     -   0.99993836  x   0.99998292  =   0.99992128
 MB1910!UTM  17      -   0.99993836  x   0.99966363  =   0.99960201
 MB1910
 MB1910|---------------------------------------------------------------------|
 MB1910| PID    Reference Object                     Distance      Geod. Az  |
 MB1910|                                                           dddmmss.s |
 MB1910| CX4706 HOLBEN RM 1                           8.382 METERS 22017     |
 MB1910| KY3028 BOOK                                APPROX. 1.3 KM 2524831.4 |
 MB1910| CX4707 HOLBEN RM 2                          11.811 METERS 31508     |
 MB1910|---------------------------------------------------------------------|
 MB1910
 MB1910                          SUPERSEDED SURVEY CONTROL
 MB1910
 MB1910  NAD 83(1995)-  41 00 08.68152(N)    080 08 41.99843(W) AD(       ) 2
 MB1910  NAD 83(1986)-  41 00 08.68389(N)    080 08 42.00389(W) AD(       ) 2
 MB1910  NAD 27      -  41 00 08.45730(N)    080 08 42.78680(W) AD(       ) 2
 MB1910
 MB1910.Superseded values are not recommended for survey control.
 MB1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1910.See file dsdata.txt to determine how the superseded data were derived.
 MB1910
 MB1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF7190539377(NAD 83)
 MB1910_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1910
 MB1910  HISTORY     - Date     Condition        Report By
 MB1910  HISTORY     - 1959     MONUMENTED       CGS
 MB1910  HISTORY     - 1976     GOOD             NGS
 MB1910
 MB1910                          STATION DESCRIPTION
 MB1910
 MB1910'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 MB1910'THE STATION IS LOCATED NEAR THE NORTHWEST CORNER OF A WOODED AREA,
 MB1910'DIRECTLY ACROSS THE HIGHWAY FROM MR. DEAN HOLBENS HOME, AND ABOUT
 MB1910'1-1/2 MILES EAST OF ROCKVILLE, 5 MILES WEST OF WEST LIBERTY, ON
 MB1910'HIGHWAY RIGHT-OF-WAY OR PROPERTY OWNED BY MR. FRANK BOOK.
 MB1910'
 MB1910'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 19 AND STATE
 MB1910'HIGHWAY 108 IN HARLANSBURG, GO SOUTH ON HIGHWAY 19 FOR 1.05 MILES
 MB1910'TO A BRIDGE.  CONTINUE ON HIGHWAY 19 FOR 0.9 MILE TO THE JUNCTION OF
 MB1910'COUNTY HIGHWAY 37027.  TURN LEFT AND GO EAST ON HIGHWAY 37027 FOR
 MB1910'0.3 MILE TO A SIDE ROAD, RIGHT.  CONTINUE EAST ON THE MAIN ROAD FOR
 MB1910'0.2 MILE TO A SIDE ROAD RIGHT, LEADING TO AN OLD STRIP MINE.
 MB1910'CONTINUE EAST ON MAIN ROAD FOR 0.4 MILE TO A SIDE ROAD RIGHT.
 MB1910'CONTINUE EAST ON MAIN ROAD FOR 0.3 MILE TO MR. FRANK E. BOOKS
 MB1910'RESIDENCE ON THE LEFT.  CONTINUE EAST ON MAIN ROAD FOR 0.3 MILE TO
 MB1910'MR. DEAN HOLBENS HOME ON THE LEFT AND THE STATION ON THE RIGHT.
 MB1910'
 MB1910'STATION MARK IS A STANDARD DISK, STAMPED HOLBEN 1959, SET IN THE TOP
 MB1910'OF A CONCRETE CYLINDER WHICH PROJECTS ABOUT 4 INCHES ABOVE THE
 MB1910'SURFACE OF THE GROUND.  IT IS ABOUT 16 FEET WEST OF A STANDARD METAL
 MB1910'WITNESS POST AND MARKER, 26 FEET SOUTH OF COUNTY HIGHWAY 37027 AND
 MB1910'44 FEET SOUTHEAST OF POWERLINE POLE NUMBER D10629.
 MB1910'
 MB1910'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HOLBEN NO 1 1959, SET IN
 MB1910'THE TOP OF A ROUND CONCRETE CYLINDER WHICH PROJECTS ABOUT 3
 MB1910'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS ABOUT 53 FEET
 MB1910'SOUTH-SOUTHEAST OF POWERLINE POLE NUMBER D10629 AND 54 FEET SOUTH
 MB1910'OF COUNTY HIGHWAY 37027.
 MB1910'
 MB1910'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HOLBEN NO 2 1959, SET IN
 MB1910'THE TOP OF A ROUND CONCRETE CYLINDER WHICH PROJECTS ABOUT 2
 MB1910'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS ABOUT 5 FEET SOUTHEAST
 MB1910'OF POWERLINE POLE NUMBER D10629 AND 21 FEET SOUTH OF COUNTY HIGHWAY
 MB1910'37027.
 MB1910'
 MB1910'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  STATION BOOK
 MB1910'1937 MAY BE USED AS AN AZIMUTH MARK.
 MB1910'
 MB1910'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MB1910
 MB1910                          STATION RECOVERY (1976)
 MB1910
 MB1910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 MB1910'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 MB1910'AS DESCRIBED IN THE PREVIOUS DESCRIPTION.  THIS STATION WAS
 MB1910'RECOVERED WHILE MAKING AN ATTEMPT TO RE-ESTABLISH STATION BOOK 1937,
 MB1910'WHICH WAS DESTROYED BY STRIP MINE OPERATIONS.
 MB1910'
 MB1910'THERE WERE NO OBSERVATIONS TAKEN FROM THIS STATION AT THIS DATE.
 MB1910'
 MB1910'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 MB1910'EAST OF ROCKVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3034 ***********************************************************************
 KW3034  DESIGNATION -  HOLLAND
 KW3034  PID         -  KW3034
 KW3034  STATE/COUNTY-  PA/LANCASTER
 KW3034  USGS QUAD   -  COLUMBIA EAST (1995)
 KW3034
 KW3034                         *CURRENT SURVEY CONTROL
 KW3034  ___________________________________________________________________
 KW3034* NAD 83(1992)-  40 02 00.83818(N)    076 24 23.88776(W)     ADJUSTED  
 KW3034* NAVD 88     -       145.8    (meters)     478.     (feet)  VERTCON   
 KW3034  ___________________________________________________________________
 KW3034  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 KW3034  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KW3034
 KW3034  HORZ ORDER  -  SECOND
 KW3034
 KW3034.The horizontal coordinates were established by classical geodetic methods
 KW3034.and adjusted by the National Geodetic Survey in June 2002..
 KW3034
 KW3034.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW3034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW3034
 KW3034.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3034
 KW3034.The geoid height was determined by GEOID03.
 KW3034
 KW3034;                    North         East     Units Scale Factor Converg.
 KW3034;SPC PA S     -    78,622.135   714,652.842   MT  0.99998584   +0 52 17.6
 KW3034;SPC PA S     -   257,946.12  2,344,656.87   sFT  0.99998584   +0 52 17.6
 KW3034;UTM  18      - 4,432,430.457   379,986.723   MT  0.99977731   -0 54 17.7
 KW3034
 KW3034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3034!SPC PA S     -   0.99998246  x   0.99998584  =   0.99996830
 KW3034!UTM  18      -   0.99998246  x   0.99977731  =   0.99975977
 KW3034
 KW3034:                Primary Azimuth Mark                     Grid Az
 KW3034:SPC PA S     -  HOLLAND AZ MK                            007 50 39.0
 KW3034:UTM  18      -  HOLLAND AZ MK                            009 37 14.3
 KW3034
 KW3034|---------------------------------------------------------------------|
 KW3034| PID    Reference Object                     Distance      Geod. Az  |
 KW3034|                                                           dddmmss.s |
 KW3034| CF3226 HOLLAND AZ MK                                      0084256.6 |
 KW3034| CF3229 HOLLAND RM 3                         17.301 METERS 04629     |
 KW3034| CF3227 HOLLAND RM 1                         40.322 METERS 11612     |
 KW3034| CF3228 HOLLAND RM 2                         17.902 METERS 24659     |
 KW3034|---------------------------------------------------------------------|
 KW3034
 KW3034                          SUPERSEDED SURVEY CONTROL
 KW3034
 KW3034  NAD 83(1991)-  40 02 00.83509(N)    076 24 23.89143(W) AD(       ) 2
 KW3034  NAD 83(1986)-  40 02 00.83390(N)    076 24 23.89153(W) AD(       ) 2
 KW3034  NAD 27      -  40 02 00.48338(N)    076 24 25.02588(W) AD(       ) 2
 KW3034  NGVD 29 (07/19/86)  146.1    (m)          479.     (f) VERT ANG       
 KW3034
 KW3034.Superseded values are not recommended for survey control.
 KW3034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3034.See file dsdata.txt to determine how the superseded data were derived.
 KW3034
 KW3034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK7998732430(NAD 83)
 KW3034_MARKER: DE = TRAVERSE STATION DISK
 KW3034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3034
 KW3034  HISTORY     - Date     Condition        Report By
 KW3034  HISTORY     - 1966     MONUMENTED       CGS
 KW3034  HISTORY     - 1970     GOOD             NGS
 KW3034  HISTORY     - 1974     GOOD             NGS
 KW3034  HISTORY     - 1975     GOOD             PADT
 KW3034
 KW3034                          STATION DESCRIPTION
 KW3034
 KW3034'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW3034'THE STATION IS LOCATED ABOUT 5-1/2 MILES WEST OF LANCASTER AND 1 MILE
 KW3034'SOUTHEAST OF THE CENTER OF MOUNTVILLE.  IT IS ON PROPERTY OWNED BY
 KW3034'MR. PAUL C. CLOUSE WHO LIVES ABOUT 0.1 MILE EAST-SOUTHEAST OF THE
 KW3034'STATION ON THE EAST SIDE OF DONNERVILLE ROAD.
 KW3034'
 KW3034'TO REACH THE STATION FROM THE POST OFFICE IN MOUNTVILLE AT THE
 KW3034'INTERSECTION OF COLLEGE AVENUE, NORTH LEMON STREET, AND
 KW3034'PENNSYLVANIA STATE HIGHWAY 340 (OLD U.S. HIGHWAY 30), GO EAST ON
 KW3034'HIGHWAY 340 FOR 1.1 MILE TO A CROSSROAD, TURN RIGHT AND GO SOUTH ON
 KW3034'DONNERVILLE ROAD FOR 0.25 MILE TO A SIDE ROAD RIGHT AND SIGN, HOLLAND
 KW3034'MILLS, TURN RIGHT AND GO 0.05 MILE TO A DRIVEWAY ON THE LEFT AND THE
 KW3034'STATION AS DESCRIBED.
 KW3034'
 KW3034'THE STATION MARK IS 128 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 KW3034'WHITE BARN WITH STONE FOUNDATION, 146 FEET SOUTH OF POWER POLE NO.
 KW3034'82284, 100 FEET SOUTH OF ENTRANCE OF DRIVEWAY, 73 FEET SOUTHWEST OF
 KW3034'TALLEST TREE IN SMALL GROVE, 59 FEET EAST OF POWER POLE NO. 82290,
 KW3034'AND 8 FEET SOUTH OF A TRACK ROAD.  IT IS A STANDARD TRAVERSE DISK SET
 KW3034'IN A SQUARE CONCRETE MONUMENT ABOUT 3-INCHES BELOW THE GROUND
 KW3034'SURFACE, AND IS STAMPED HOLLAND 1966.
 KW3034'
 KW3034'REFERENCE MARK NO. 1 IS 15.5 FEET EAST OF THE NORTHWEST CORNER OF THE
 KW3034'WHITE BARN WITH STONE FOUNDATION, 5.2 FEET NORTH OF NORTH WALL OF
 KW3034'BARN, NEAR WEST EDGE OF DRIVEWAY INTO BARN.  THE MARK IS A STANDARD
 KW3034'DISK SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 KW3034'IT IS STAMPED HOLLAND NO 1 1966.
 KW3034'
 KW3034'REFERENCE MARK NO. 2 IS 50 FEET NORTH OF AN 8-INCH CHERRY TREE, 14
 KW3034'FEET SOUTH OF TRACK ROAD, AND 1 FOOT NORTH OF POWER POLE NO. 82290.
 KW3034'IT IS A STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH
 KW3034'THE GROUND, AND IS STAMPED HOLLAND NO 2 1966.
 KW3034'
 KW3034'THE AZIMUTH MARK IS SET IN THE CONCRETE BASE OF A LIGHT POLE AT AN
 KW3034'ESSO SERVICE STATION ALONG STATE ROUTE 340.  THE BASE MEASURES 2
 KW3034'BY 2 FEET AND PROJECTS 6-INCHES.  IT IS AT THE WEST END OF THE
 KW3034'SERVICE STATION DRIVEWAY, 37 FEET SOUTH OF THE APPROXIMATE CENTER
 KW3034'OF THE HIGHWAY, AND 20 FEET EAST OF AN ESSO SIGN AND POST.
 KW3034'
 KW3034'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE ROUTE 340
 KW3034'AND DONNERVILLE ROAD, CONTINUE EAST ON ROUTE 340 FOR 0.1 MILE TO THE
 KW3034'MARK ON THE RIGHT AS DESCRIBED.
 KW3034'
 KW3034'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 KW3034
 KW3034                          STATION RECOVERY (1970)
 KW3034
 KW3034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 KW3034'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION, HOWEVER
 KW3034'RM NO. 2 WAS IN THE WAY OF CONSTRUCTION OF A SUB- DIVISION ROAD, SO
 KW3034'WAS REMOVED AT OWNERS REQUEST, AND A NEW RM, NO. 3, WAS ESTABLISHED.
 KW3034'A COMPLETE DESCRIPTION FOLLOWS-
 KW3034'
 KW3034'STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF CENTER OF MOUNTVILLE, ON
 KW3034'A HILL ON PROPERTY OF MR. P.C. CLOUSE, AND NEAR TWO LARGE, WHITE
 KW3034'BARNS.
 KW3034'*
 KW3034'TO REACH STATION FROM THE INTERSECTION OF COLLEGE
 KW3034'AVE., NORTH LEMON STREET, AND STATE HIGHWAY 340 IN MOUNTVILLE, GO
 KW3034'EAST ON STATE HIGHWAY 340 FOR 1.1 MILES TO CROSSROAD, TURN RIGHT ON
 KW3034'DONNERVILLE RD. AND GO SOUTH 0.25 MILE TO SIDE ROAD RIGHT AND SIGN
 KW3034'HOLLAND HILLS, TURN RIGHT AND GO UPGRADE 0.05 MILE TO STATION ON
 KW3034'KNOLL TO LEFT.
 KW3034'
 KW3034'STATION MARK IS A STANDARD DISK STAMPED HOLLAND 1966, SET IN A
 KW3034'CONCRETE MONUMENT 6 INCHES BELOW GROUND LEVEL, ON NORTHWEST
 KW3034'EDGE OF A CUTBANK.  IT IS 128 FEET NORTHWEST OF NORTHWEST CORNER OF
 KW3034'THE SOUTHWEST 1 OF THE 2 BARNS, AND 56 FEET SOUTHWEST OF A LARGE
 KW3034'OAK WHICH IS THE WEST 1 OF A GROUP.
 KW3034'
 KW3034'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HOLLAND NO 1
 KW3034'1966, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 KW3034'PROJECTING 1 INCH FROM GROUND.  IT IS 15.5 FEET EAST OF NORTHWEST
 KW3034'CORNER OF BARN, BY WEST SIDE OF BARN ENTRANCE, AND ABOUT 4
 KW3034'FEET LOWER THAN STATION MARK.
 KW3034'
 KW3034'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED HOLLAND 1966
 KW3034'NO 3 1970, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE
 KW3034'MONUMENT FLUSH WITH GROUND.  IT IS 5 FEET NORTHWEST OF THE LARGE OAK
 KW3034'AND 3 FEET LOWER THAN STATION MARK.
 KW3034'
 KW3034'AZIMUTH MARK IS A STANDARD DISK STAMPED HOLLAND 1966, CEMENTED IN A
 KW3034'DRILL HOLE IN THE WEST SIDE OF THE 2 X 2-FOOT, CONCRETE
 KW3034'FOUNDATION OF A LIGHT POLE AT THE WEST END OF A MOBIL-GAS STATION
 KW3034'RAMP AREA.  IT IS 20 FEET EAST OF A LARGE MOBIL SIGN, 37 FEET
 KW3034'SOUTH OF CENTER LINE OF HIGHWAY 340, 12 FEET SOUTH OF A CONCRETE
 KW3034'CURBING, AND 6 INCHES ABOVE GROUND. TO REACH THE MARK FROM THE
 KW3034'JUNCTION OF STATE HIGHWAY 340 AND DONNERVILLE RD., GO EAST ON HIGHWAY
 KW3034'340 FOR 0.1 MILE TO AZIMUTH MARK ON RIGHT.
 KW3034'
 KW3034'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5-1/2 MILES WEST OF
 KW3034'LANCASTER
 KW3034
 KW3034                          STATION RECOVERY (1974)
 KW3034
 KW3034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KW3034'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 KW3034'AS DESCRIBED IN THE 1970 DESCRIPTION.  THIS STATION WAS
 KW3034'RECOVERED IN ATTEMPT TO ESTABLISH AN AZIMUTH TO TRIANGULATION STATION
 KW3034'HESS 1966.  AIRLINE DISTANCE AND DIRECTION
 KW3034'FROM NEAREST TOWN- 5-1/2 MILES WEST OF LANCASTER.
 KW3034
 KW3034                          STATION RECOVERY (1975)
 KW3034
 KW3034'RECOVERY NOTE BY PA DEPT OF TRANSP 1975 (EEB)
 KW3034'HOLLAND 1966 GOOD
 KW3034'HOLLAND NO 1 1966  GOOD, 132.28 FEET FROM HOLLAND.
 KW3034'HOLLAND NO 3 1966 1973 GOOD, 56.78 FEET FROM HOLLAND.
 KW3034'
 KW3034'RM NO 3 IS LOCATED N.E. OF THE STA. RM IS APPROX 5 FEET NW OF A 2
 KW3034'FOOT BLACK OAK.
 KW3034'
 KW3034'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1 MILE S.E.
 KW3034'MOUNTVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2255 ***********************************************************************
 KX2255  DESIGNATION -  HOLLIDAY
 KX2255  PID         -  KX2255
 KX2255  STATE/COUNTY-  PA/BLAIR
 KX2255  USGS QUAD   -  HOLLIDAYSBURG (1981)
 KX2255
 KX2255                         *CURRENT SURVEY CONTROL
 KX2255  ___________________________________________________________________
 KX2255* NAD 83(1992)-  40 26 48.05765(N)    078 24 17.14294(W)     ADJUSTED  
 KX2255* NAVD 88     -       354.9    (meters)    1164.     (feet)  VERTCON   
 KX2255  ___________________________________________________________________
 KX2255  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 KX2255  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KX2255
 KX2255  HORZ ORDER  -  SECOND
 KX2255
 KX2255.The horizontal coordinates were established by classical geodetic methods
 KX2255.and adjusted by the National Geodetic Survey in June 2002..
 KX2255
 KX2255.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2255
 KX2255.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2255
 KX2255.The geoid height was determined by GEOID03.
 KX2255
 KX2255;                    North         East     Units Scale Factor Converg.
 KX2255;SPC PA S     -   123,826.693   544,456.137   MT  0.99995950   -0 25 29.3
 KX2255;SPC PA S     -   406,254.74  1,786,269.84   sFT  0.99995950   -0 25 29.3
 KX2255;UTM  17      - 4,480,571.426   720,090.592   MT  1.00019630   +1 41 03.5
 KX2255
 KX2255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2255!SPC PA S     -   0.99994949  x   0.99995950  =   0.99990899
 KX2255!UTM  17      -   0.99994949  x   1.00019630  =   1.00014578
 KX2255
 KX2255:                Primary Azimuth Mark                     Grid Az
 KX2255:SPC PA S     -  ALTOONA ST JOHN CATHEDRAL DOME           000 55 01.1
 KX2255:UTM  17      -  ALTOONA ST JOHN CATHEDRAL DOME           358 48 28.3
 KX2255
 KX2255|---------------------------------------------------------------------|
 KX2255| PID    Reference Object                     Distance      Geod. Az  |
 KX2255|                                                           dddmmss.s |
 KX2255| KX2194 ALTOONA ST JOHN CATHEDRAL DOME      APPROX. 7.7 KM 0002931.8 |
 KX2255| CK7487 HOLLIDAY RM 1                        10.171 METERS 02511     |
 KX2255| KX2249 HOLLIDAYSBURG HILLCREST SCHOOL      APPROX. 2.1 KM 1321442.7 |
 KX2255| KX2253 HOLLIDAYSBURG FIRST PRESB CH        APPROX. 2.0 KM 1434014.1 |
 KX2255| KX2246 HOLLIDAYSBURG HIGHLAND HALL         APPROX. 2.0 KM 1464500.2 |
 KX2255| KX2251 HOLLIDAYSBURG CTHSE CLOCKTOWER      APPROX. 2.1 KM 1500334.2 |
 KX2255| KX2250 HOLLIDAYSBURG ST MICHAELS CH        APPROX. 1.9 KM 1564410.8 |
 KX2255| CK7488 HOLLIDAY RM 2                         9.223 METERS 28521     |
 KX2255| CK7486 HOLLIDAY AZ MK                                     3131601.4 |
 KX2255|---------------------------------------------------------------------|
 KX2255
 KX2255                          SUPERSEDED SURVEY CONTROL
 KX2255
 KX2255  NAD 83(1986)-  40 26 48.06450(N)    078 24 17.15405(W) AD(       ) 2
 KX2255  NAD 27      -  40 26 47.80327(N)    078 24 18.10416(W) AD(       ) 2
 KX2255  NGVD 29 (07/19/86)  355.1    (m)         1165.     (f) VERT ANG       
 KX2255
 KX2255.Superseded values are not recommended for survey control.
 KX2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2255.See file dsdata.txt to determine how the superseded data were derived.
 KX2255
 KX2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE2009180571(NAD 83)
 KX2255_MARKER: DS = TRIANGULATION STATION DISK
 KX2255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2255_STAMPING: HOLLIDAY 1941
 KX2255_MARK LOGO: CGS   
 KX2255_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX2255+STABILITY: SURFACE MOTION
 KX2255
 KX2255  HISTORY     - Date     Condition        Report By
 KX2255  HISTORY     - 1941     MONUMENTED       CGS
 KX2255  HISTORY     - 1967     GOOD             CGS
 KX2255  HISTORY     - 1973     GOOD             PADT
 KX2255  HISTORY     - 1975     GOOD             NGS
 KX2255  HISTORY     - 20030611 GOOD             NGS
 KX2255
 KX2255                          STATION DESCRIPTION
 KX2255
 KX2255'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2255'THE STATION IS ABOUT 1.5 MILES NW OF HOLLIDAYSBURG, ON THE TOP OF A
 KX2255'LOW, ALMOST BARE RIDGE THAT RUNS N AND S, ABOUT 0.3 MILE N FROM A
 KX2255'ROUND HILL THAT IS AT THE S END OF THE RIDGE, AND 21 FEET E OF THE
 KX2255'CENTER OF A DIM TRAIL ROAD.  THERE IS ANOTHER BARE ROUND HILL ABOUT
 KX2255'0.3 MILE N THAT IS A LITTLE HIGHER.  THE PROPERTY IS OWNED BY GEORGE
 KX2255'LOUDEN OF ALTOONA AND IS LEASED BY THE HOLLIDAYSBURG CONSOLIDATED
 KX2255'SPORTSMAN CLUB.  MARK IS STAMPED HOLLIDAY 1941 AND PROJECTS ABOUT 3
 KX2255'INCHES.
 KX2255'
 KX2255'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KX2255'BRONZE DISKS SET IN CONCRETE.
 KX2255'
 KX2255'REFERENCE MARK NO. 1 IS STAMPED HOLLIDAY NO. 1 1941 AND PROJECTS
 KX2255'ABOUT 6 INCHES.
 KX2255'
 KX2255'REFERENCE MARK NO. 2 IS ON THE W SLOPE OF THE RIDGE, 6 FEET W OF A
 KX2255'DIM TRAIL ROAD.  IT IS STAMPED HOLLIDAY NO. 2 1941 AND PROJECTS
 KX2255'ABOUT 4 INCHES.
 KX2255'
 KX2255'THE AZIMUTH MARK IS AT THE E SIDE OF AN ORCHARD, 23 FEET W OF THE
 KX2255'CENTER OF STATE HIGHWAY 36, 4.5 FEET S OF THE CALVINS FARM MARKET
 KX2255'SIGN, AND ABOUT 100 FEET SE OF THE FARM MARKET BUILDING.  IT IS
 KX2255'STAMPED HOLLIDAY 1941 AND PROJECTS ABOUT 4 INCHES.
 KX2255'
 KX2255'TO REACH THE AZIMUTH MARK FROM THE STATION RETURN TO STATE HIGHWAY
 KX2255'36, THEN TURN RIGHT AND GO 1.3 MILES TO THE MARK ON THE LEFT JUST
 KX2255'BEFORE REACHING THE CALVINS FARM MARKET.
 KX2255'
 KX2255'THE BLAIR COUNTY COURTHOUSE CLOCK TOWER IS ABOUT 1.5 MILES SE OF THE
 KX2255'STATION IN THE BOROUGH OF HOLLIDAYSBURG.  IT IS ABOUT 150 FEET
 KX2255'HIGH.  THE BASE OF THE FINIAL WAS THE POINT OBSERVED UPON.
 KX2255'
 KX2255'TO REACH THE STATION FROM THE JUNCTION U.S. HIGHWAY 220 AND STATE
 KX2255'HIGHWAY 36 IN HOLLIDAYSBURG GO N ON STATE HIGHWAY 36 FOR 0.65 MILE
 KX2255'TO A DIRT SIDE ROAD ON THE RIGHT WICH IS OPPOSITE THE ENTRANCE TO THE
 KX2255'AMERICAN LEGION PARK, TURN RIGHT BETWEEN TWO RED BRICK HOUSES AND
 KX2255'GO 0.45 MILE TO CROSSROADS, THEN TURN LEFT AND GO 0.05 MILE TO
 KX2255'ANOTHER FORKS, TAKE THE RIGHT FORK AND GO ABOUT 50 YARDS TO THE
 KX2255'ENTRANCE OF THE HOLLIDAYSBURG SPORTSMAN CLUB, THEN UPON ENTERING THE
 KX2255'GROUNDS TURN LEFT AT A FORKS AND GO 0.25 MILE ALONG THE LEFT SIDE
 KX2255'OF THE FIELD TO THE NW CORNER OF THE FIELD, TURN LEFT AND GO
 KX2255'WESTERLY UP THE RIDGE FOR 0.2 MILE, THEN TURN RIGHT AND GO 0.2 MILE
 KX2255'ALONG THE E SIDE OF THE RIDGE TO ANOTHER TRAIL ROAD JUST BEFORE
 KX2255'ARRIVING AT THE TOP, MAKE A U TURN TO THE LEFT AND GO 0.05 MILE TO
 KX2255'THE HIGHEST POINT AND THE STATION.
 KX2255'
 KX2255'A 4-FOOT STAND WILL SEE AN 18-FOOT LIGHT AT STATION WOPSY, A 4-FOOT
 KX2255'LIGHT AT STATION GOSPEL HILL, AND AN 87-FOOT LIGHT AT STATION
 KX2255'BRUSH.
 KX2255
 KX2255                          STATION RECOVERY (1967)
 KX2255
 KX2255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2255'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 KX2255'A SHORTER DISTANCE OF 0.10 FEET OR 0.028 METERS WAS FOUND TO
 KX2255'REFERENCE MARK 2.
 KX2255'
 KX2255'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 KX2255'
 KX2255'THE STATION IS LOCATED ABOUT 4 AIRLINE MILES SOUTH OF ALTOONA, 1-1/2
 KX2255'MILES NORTHWEST OF HOLLIDAYSBURG, ON THE TOP OF A LOW RIDGE WHICH
 KX2255'IS ABOUT 1/4 MILE NORTH OF A ROUND HILL ON THE SOUTH EDGE OF THE
 KX2255'RIDGE WHICH IS A LITTLE HIGHER THAN THE STATION.
 KX2255'
 KX2255'TO REACH THE STATION FROM THE POST OFFICE IN DUNCANSVILLE, GO EAST ON
 KX2255'U.S. HIGHWAYS 220 AND 22 FOR 1.0 MILE TO A SIDE ROAD LEFT.  TURN
 KX2255'LEFT AND GO NORTH ON U.S. HIGHWAY 220 FOR 1.7 MILES TO A SIDE ROAD
 KX2255'RIGHT AT A FRUIT STAND AND THE AZIMUTH MARK ON THE LEFT.  TURN
 KX2255'RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.15 MILE TO A CROSSROAD.
 KX2255'CONTINUE EAST UPHILL ON A BLADED ROAD FOR 0.15 MILE TO A
 KX2255'T-INTERSECTION ON THE TOP OF THE RIDGE.  TURN RIGHT AND GO SOUTH ON A
 KX2255'BLADED ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT.
 KX2255'
 KX2255'THE STATION MARK IS 50 FEET SOUTHWEST OF A OLD STORAGE BUILDING AND
 KX2255'17 FEET EAST OF THE CENTER OF THE BLADED ROAD.  THE MARK IS A
 KX2255'STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 KX2255'WHICH PROJECTS 2 INCHES AND IT IS STAMPED HOLLIDAY 1941.
 KX2255'
 KX2255'REFERENCE MARK NO. 1 IS 21 FEET EAST OF THE CENTER OF THE BLADED
 KX2255'ROAD.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 KX2255'SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES AND IT IS STAMPED
 KX2255'HOLLIDAY NO 1 1941.
 KX2255'
 KX2255'REFERENCE MARK NO. 2 IS 14 FEET WEST OF THE CENTER OF THE BLADED
 KX2255'ROAD.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 KX2255'SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE AND IT IS
 KX2255'STAMPED HOLLIDAY NO 2 1941.
 KX2255'
 KX2255'THE AZIMUTH MARK IS 82 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 KX2255'FRUIT MARKET, 40 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 220
 KX2255'AND 4.0 FEET SOUTHEAST OF A GAS METER.  THE MARK IS A STANDARD DISK
 KX2255'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 KX2255'2 INCHES AND IT IS STAMPED HOLLIDAY 1941.
 KX2255
 KX2255                          STATION RECOVERY (1973)
 KX2255
 KX2255'RECOVERY NOTE BY PA DEPT OF TRANSP 1973
 KX2255'HOLLIDAY 1941 GOOD
 KX2255'HOLLIDAY NO 1
 KX2255'GOOD
 KX2255'HOLLIDAY NO 2 GOOD
 KX2255'HOLLIDAY 1941 (AZI MK) GOOD
 KX2255'
 KX2255'MARKS ACCESSIBLE NO
 KX2255'
 KX2255'DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.5 MILES N.W. OF
 KX2255'HOLLIDAYSBURG
 KX2255
 KX2255                          STATION RECOVERY (1975)
 KX2255
 KX2255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KX2255'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 KX2255'AS DESCRIBED IN THE PREVIOUS DESCRIPTION.
 KX2255'
 KX2255'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES SOUTH
 KX2255'OF HOLIDAYSBURG.
 KX2255
 KX2255                          STATION RECOVERY (2003)
 KX2255
 KX2255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DBH)
 KX2255'MARK WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1679 ***********************************************************************
 KX1679  DESIGNATION -  HOLLIDAYSBURG
 KX1679  PID         -  KX1679
 KX1679  STATE/COUNTY-  PA/BLAIR
 KX1679  USGS QUAD   -  HOLLIDAYSBURG (1981)
 KX1679
 KX1679                         *CURRENT SURVEY CONTROL
 KX1679  ___________________________________________________________________
 KX1679* NAD 83(1986)-  40 25 39.     (N)    078 23 49.     (W)     SCALED    
 KX1679* NAVD 88     -       291.963  (meters)     957.88   (feet)  ADJUSTED  
 KX1679  ___________________________________________________________________
 KX1679  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KX1679  DYNAMIC HT  -         291.810 (meters)     957.38  (feet)  COMP
 KX1679  MODELED GRAV-     980,093.2   (mgal)                       NAVD 88
 KX1679
 KX1679  VERT ORDER  -  SECOND    CLASS 0
 KX1679
 KX1679.The horizontal coordinates were scaled from a topographic map and have
 KX1679.an estimated accuracy of +/- 6 seconds.
 KX1679
 KX1679.The orthometric height was determined by differential leveling
 KX1679.and adjusted by the National Geodetic Survey in June 1991..
 KX1679
 KX1679.The geoid height was determined by GEOID03.
 KX1679
 KX1679.The dynamic height is computed by dividing the NAVD 88
 KX1679.geopotential number by the normal gravity value computed on the
 KX1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1679.degrees latitude (g = 980.6199 gals.).
 KX1679
 KX1679.The modeled gravity was interpolated from observed gravity values.
 KX1679
 KX1679;                    North         East    Units  Estimated Accuracy
 KX1679;SPC PA S     -   121,690.      545,100.      MT  (+/- 180 meters Scaled)
 KX1679
 KX1679                          SUPERSEDED SURVEY CONTROL
 KX1679
 KX1679  NGVD 29 (??/??/92)  292.130  (m)          958.43   (f) ADJ UNCH    2 0
 KX1679
 KX1679.Superseded values are not recommended for survey control.
 KX1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1679.See file dsdata.txt to determine how the superseded data were derived.
 KX1679
 KX1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE208784(NAD 83)
 KX1679_MARKER: DB = BENCH MARK DISK
 KX1679_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1679_SP_SET: OVERPASS
 KX1679_STAMPING: HOLLIDAYSBURG 1935
 KX1679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1679
 KX1679  HISTORY     - Date     Condition        Report By
 KX1679  HISTORY     - 1935     MONUMENTED       CGS
 KX1679  HISTORY     - 1950     GOOD             PRR
 KX1679
 KX1679                          STATION DESCRIPTION
 KX1679
 KX1679'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX1679'AT HOLLIDAYSBURG.
 KX1679'AT HOLLIDAYSBURG, BLAIR COUNTY, ABOUT 350 FEET NORTHEAST OF
 KX1679'THE PENNSYLVANIA RAILROAD STATION, AT THE U.S. HIGHWAYS 22 AND
 KX1679'220 OVERPASS, IN THE NORTHWEST SIDE OF THE SOUTHEAST COPING, AND
 KX1679'6 FEET NORTHEAST OF THE SOUTHWEST END.  A STANDARD DISK, STAMPED
 KX1679'HOLLIDAYSBURG 1935 AND SET VERTICALLY.
 KX1679
 KX1679                          STATION RECOVERY (1950)
 KX1679
 KX1679'RECOVERY NOTE BY PENNSYLVANIA RAILROAD 1950
 KX1679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2251 ***********************************************************************
 KX2251  DESIGNATION -  HOLLIDAYSBURG CTHSE CLOCKTOWER
 KX2251  PID         -  KX2251
 KX2251  STATE/COUNTY-  PA/BLAIR
 KX2251  USGS QUAD   -  HOLLIDAYSBURG (1981)
 KX2251
 KX2251                         *CURRENT SURVEY CONTROL
 KX2251  ___________________________________________________________________
 KX2251* NAD 83(1992)-  40 25 49.41280(N)    078 23 32.94297(W)     ADJUSTED  
 KX2251* NAVD 88     -                                                        
 KX2251  ___________________________________________________________________
 KX2251  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 KX2251  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KX2251
 KX2251  HORZ ORDER  -  THIRD
 KX2251
 KX2251.The horizontal coordinates were established by classical geodetic methods
 KX2251.and adjusted by the National Geodetic Survey in June 2002..
 KX2251
 KX2251
 KX2251.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2251
 KX2251.The geoid height was determined by GEOID03.
 KX2251
 KX2251;                    North         East     Units Scale Factor Converg.
 KX2251;SPC PA S     -   122,010.246   545,484.490   MT  0.99995956   -0 25 00.6
 KX2251;SPC PA S     -   400,295.28  1,789,643.70   sFT  0.99995956   -0 25 00.6
 KX2251;UTM  17      - 4,478,793.625   721,185.352   MT  1.00020225   +1 41 30.2
 KX2251
 KX2251                          SUPERSEDED SURVEY CONTROL
 KX2251
 KX2251  NAD 83(1986)-  40 25 49.41902(N)    078 23 32.95352(W) AD(       ) 4
 KX2251  NAD 27      -  40 25 49.15600(N)    078 23 33.90500(W) AD(       ) 3
 KX2251
 KX2251.Superseded values are not recommended for survey control.
 KX2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2251.See file dsdata.txt to determine how the superseded data were derived.
 KX2251
 KX2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE2118578794(NAD 83)
 KX2251_MARKER: 55 = TOWER
 KX2251
 KX2251  HISTORY     - Date     Condition        Report By
 KX2251  HISTORY     - 1941     FIRST OBSERVED   CGS
 KX2251  HISTORY     - 19970806 GOOD             USPSQD
 KX2251  HISTORY     - 20060910 GOOD             GEOCAC
 KX2251
 KX2251                          STATION DESCRIPTION
 KX2251
 KX2251'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2251'THIS INTERSECTION STATION IS THE BASE OF THE FINIAL ON THE TOP OF THE
 KX2251'CLOCK TOWER OF THE BLAIR COUNTY COURTHOUSE WHICH IS LOCATED AT THE
 KX2251'CORNER OF ALLEGHENY AND UNION STREETS IN HOLLIDAYSBURG.
 KX2251
 KX2251                          STATION RECOVERY (1997)
 KX2251
 KX2251'RECOVERY NOTE BY US POWER SQUADRON 1997
 KX2251'RECOVERED IN GOOD CONDITION.
 KX2251
 KX2251                          STATION RECOVERY (2006)
 KX2251
 KX2251'RECOVERY NOTE BY GEOCACHING 2006 (APC)
 KX2251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2253 ***********************************************************************
 KX2253  DESIGNATION -  HOLLIDAYSBURG FIRST PRESB CH
 KX2253  PID         -  KX2253
 KX2253  STATE/COUNTY-  PA/BLAIR
 KX2253  USGS QUAD   -  HOLLIDAYSBURG (1981)
 KX2253
 KX2253                         *CURRENT SURVEY CONTROL
 KX2253  ___________________________________________________________________
 KX2253* NAD 83(1992)-  40 25 54.75094(N)    078 23 25.84729(W)     ADJUSTED  
 KX2253* NAVD 88     -                                                        
 KX2253  ___________________________________________________________________
 KX2253  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 KX2253  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KX2253
 KX2253  HORZ ORDER  -  THIRD
 KX2253
 KX2253.The horizontal coordinates were established by classical geodetic methods
 KX2253.and adjusted by the National Geodetic Survey in June 2002..
 KX2253
 KX2253
 KX2253.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2253
 KX2253.The geoid height was determined by GEOID03.
 KX2253
 KX2253;                    North         East     Units Scale Factor Converg.
 KX2253;SPC PA S     -   122,173.677   545,652.925   MT  0.99995955   -0 24 56.0
 KX2253;SPC PA S     -   400,831.47  1,790,196.30   sFT  0.99995955   -0 24 56.0
 KX2253;UTM  17      - 4,478,963.183   721,347.699   MT  1.00020314   +1 41 35.0
 KX2253
 KX2253                          SUPERSEDED SURVEY CONTROL
 KX2253
 KX2253  NAD 83(1986)-  40 25 54.75719(N)    078 23 25.85777(W) AD(       ) 4
 KX2253  NAD 27      -  40 25 54.49500(N)    078 23 26.81000(W) AD(       ) 3
 KX2253
 KX2253.Superseded values are not recommended for survey control.
 KX2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2253.See file dsdata.txt to determine how the superseded data were derived.
 KX2253
 KX2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE2134878963(NAD 83)
 KX2253_MARKER: 90 = CHURCH SPIRE
 KX2253
 KX2253  HISTORY     - Date     Condition        Report By
 KX2253  HISTORY     - 1941     FIRST OBSERVED   CGS
 KX2253  HISTORY     - 19970806 GOOD             USPSQD
 KX2253  HISTORY     - 20060910 GOOD             GEOCAC
 KX2253
 KX2253                          STATION DESCRIPTION
 KX2253
 KX2253'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2253'THIS INTERSECTION STATION IS THE BASE OF THE FINIAL ON THE SPIRE OF
 KX2253'THE FIRST PRESBYTERIAN CHURCH WHICH IS LOCATED AT THE CORNER OF
 KX2253'WALNUT AND CLARK STREETS IN HOLLIDAYSBURG.
 KX2253
 KX2253                          STATION RECOVERY (1997)
 KX2253
 KX2253'RECOVERY NOTE BY US POWER SQUADRON 1997
 KX2253'RECOVERED IN GOOD CONDITION.
 KX2253
 KX2253                          STATION RECOVERY (2006)
 KX2253
 KX2253'RECOVERY NOTE BY GEOCACHING 2006 (APC)
 KX2253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2246 ***********************************************************************
 KX2246  DESIGNATION -  HOLLIDAYSBURG HIGHLAND HALL
 KX2246  PID         -  KX2246
 KX2246  STATE/COUNTY-  PA/BLAIR
 KX2246  USGS QUAD   -  HOLLIDAYSBURG (1981)
 KX2246
 KX2246                         *CURRENT SURVEY CONTROL
 KX2246  ___________________________________________________________________
 KX2246* NAD 83(1992)-  40 25 55.04936(N)    078 23 31.66479(W)     ADJUSTED  
 KX2246* NAVD 88     -                                                        
 KX2246  ___________________________________________________________________
 KX2246  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 KX2246  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KX2246
 KX2246  HORZ ORDER  -  THIRD
 KX2246
 KX2246.The horizontal coordinates were established by classical geodetic methods
 KX2246.and adjusted by the National Geodetic Survey in June 2002..
 KX2246
 KX2246
 KX2246.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2246
 KX2246.The geoid height was determined by GEOID03.
 KX2246
 KX2246;                    North         East     Units Scale Factor Converg.
 KX2246;SPC PA S     -   122,183.877   545,515.880   MT  0.99995955   -0 24 59.8
 KX2246;SPC PA S     -   400,864.94  1,789,746.68   sFT  0.99995955   -0 24 59.8
 KX2246;UTM  17      - 4,478,968.335   721,210.338   MT  1.00020239   +1 41 31.2
 KX2246
 KX2246                          SUPERSEDED SURVEY CONTROL
 KX2246
 KX2246  NAD 83(1986)-  40 25 55.05561(N)    078 23 31.67529(W) AD(       ) 4
 KX2246  NAD 27      -  40 25 54.79400(N)    078 23 32.62600(W) AD(       ) 3
 KX2246
 KX2246.Superseded values are not recommended for survey control.
 KX2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2246.See file dsdata.txt to determine how the superseded data were derived.
 KX2246
 KX2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE2121078968(NAD 83)
 KX2246_MARKER: 87 = DOME
 KX2246
 KX2246  HISTORY     - Date     Condition        Report By
 KX2246  HISTORY     - 1941     FIRST OBSERVED   CGS
 KX2246  HISTORY     - 19970806 GOOD             USPSQD
 KX2246
 KX2246                          STATION DESCRIPTION
 KX2246
 KX2246'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2246'THIS INTERSECTION STATION IS THE BASE OF THE FINIAL ON THE DOME OF
 KX2246'HIGHLAND HALL WHICH IS LOCATED AT THE INTERSECTION OF WALNUT AND
 KX2246'UNION STREETS IN HOLLIDAYSBURG.
 KX2246
 KX2246                          STATION RECOVERY (1997)
 KX2246
 KX2246'RECOVERY NOTE BY US POWER SQUADRON 1997
 KX2246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2249 ***********************************************************************
 KX2249  DESIGNATION -  HOLLIDAYSBURG HILLCREST SCHOOL
 KX2249  PID         -  KX2249
 KX2249  STATE/COUNTY-  PA/BLAIR
 KX2249  USGS QUAD   -  HOLLIDAYSBURG (1981)
 KX2249
 KX2249                         *CURRENT SURVEY CONTROL
 KX2249  ___________________________________________________________________
 KX2249* NAD 83(1992)-  40 26 01.19257(N)    078 23 09.61882(W)     ADJUSTED  
 KX2249* NAVD 88     -                                                        
 KX2249  ___________________________________________________________________
 KX2249  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 KX2249  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KX2249
 KX2249  HORZ ORDER  -  THIRD
 KX2249
 KX2249.The horizontal coordinates were established by classical geodetic methods
 KX2249.and adjusted by the National Geodetic Survey in June 2002..
 KX2249
 KX2249
 KX2249.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2249
 KX2249.The geoid height was determined by GEOID03.
 KX2249
 KX2249;                    North         East     Units Scale Factor Converg.
 KX2249;SPC PA S     -   122,369.593   546,036.842   MT  0.99995954   -0 24 45.5
 KX2249;SPC PA S     -   401,474.24  1,791,455.87   sFT  0.99995954   -0 24 45.5
 KX2249;UTM  17      - 4,479,173.144   721,724.239   MT  1.00020519   +1 41 45.7
 KX2249
 KX2249                          SUPERSEDED SURVEY CONTROL
 KX2249
 KX2249  NAD 83(1986)-  40 26 01.19889(N)    078 23 09.62919(W) AD(       ) 4
 KX2249  NAD 27      -  40 26 00.94000(N)    078 23 10.58000(W) AD(       ) 3
 KX2249
 KX2249.Superseded values are not recommended for survey control.
 KX2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2249.See file dsdata.txt to determine how the superseded data were derived.
 KX2249
 KX2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE2172479173(NAD 83)
 KX2249_MARKER: 87 = DOME
 KX2249
 KX2249  HISTORY     - Date     Condition        Report By
 KX2249  HISTORY     - 1941     FIRST OBSERVED   CGS
 KX2249  HISTORY     - 19970806 MARK NOT FOUND   USPSQD
 KX2249
 KX2249                          STATION DESCRIPTION
 KX2249
 KX2249'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2249'THIS INTERSECTION STATION IS THE CENTER OF THE DOME ON TOP OF THE
 KX2249'HILLCREST SCHOOL WHICH IS LOCATED AT 515 BELA STREET IN
 KX2249'HOLLIDAYSBURG.
 KX2249
 KX2249                          STATION RECOVERY (1997)
 KX2249
 KX2249'RECOVERY NOTE BY US POWER SQUADRON 1997
 KX2249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2250 ***********************************************************************
 KX2250  DESIGNATION -  HOLLIDAYSBURG ST MICHAELS CH
 KX2250  PID         -  KX2250
 KX2250  STATE/COUNTY-  PA/BLAIR
 KX2250  USGS QUAD   -  HOLLIDAYSBURG (1981)
 KX2250
 KX2250                         *CURRENT SURVEY CONTROL
 KX2250  ___________________________________________________________________
 KX2250* NAD 83(1992)-  40 25 52.94657(N)    078 23 46.13786(W)     ADJUSTED  
 KX2250* NAVD 88     -                                                        
 KX2250  ___________________________________________________________________
 KX2250  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 KX2250  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KX2250
 KX2250  HORZ ORDER  -  THIRD
 KX2250
 KX2250.The horizontal coordinates were established by classical geodetic methods
 KX2250.and adjusted by the National Geodetic Survey in June 2002..
 KX2250
 KX2250
 KX2250.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2250
 KX2250.The geoid height was determined by GEOID03.
 KX2250
 KX2250;                    North         East     Units Scale Factor Converg.
 KX2250;SPC PA S     -   122,121.508   545,174.293   MT  0.99995956   -0 25 09.2
 KX2250;SPC PA S     -   400,660.31  1,788,625.99   sFT  0.99995956   -0 25 09.2
 KX2250;UTM  17      - 4,478,893.422   720,871.195   MT  1.00020054   +1 41 21.7
 KX2250
 KX2250                          SUPERSEDED SURVEY CONTROL
 KX2250
 KX2250  NAD 83(1986)-  40 25 52.95271(N)    078 23 46.14846(W) AD(       ) 4
 KX2250  NAD 27      -  40 25 52.69000(N)    078 23 47.10100(W) AD(       ) 3
 KX2250
 KX2250.Superseded values are not recommended for survey control.
 KX2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2250.See file dsdata.txt to determine how the superseded data were derived.
 KX2250
 KX2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE2087178893(NAD 83)
 KX2250_MARKER: 91 = CHURCH CROSS
 KX2250
 KX2250  HISTORY     - Date     Condition        Report By
 KX2250  HISTORY     - 1941     FIRST OBSERVED   CGS
 KX2250  HISTORY     - 19970806 GOOD             USPSQD
 KX2250
 KX2250                          STATION DESCRIPTION
 KX2250
 KX2250'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2250'THIS INTERSECTION STATION IS THE BASE OF THE CROSS ON THE CUPOLA OF
 KX2250'THE ST. MICHAELS CATHOLIC CHURCH WHICH IS LOCATED AT MONTGOMERY AND
 KX2250'SPRUCE STREETS IN HOLLIDAYSBURG.
 KX2250
 KX2250                          STATION RECOVERY (1997)
 KX2250
 KX2250'RECOVERY NOTE BY US POWER SQUADRON 1997
 KX2250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2825 ***********************************************************************
 KW2825  DESIGNATION -  HOLLY
 KW2825  PID         -  KW2825
 KW2825  STATE/COUNTY-  PA/CUMBERLAND
 KW2825  USGS QUAD   -  MOUNT HOLLY SPRINGS (1973)
 KW2825
 KW2825                         *CURRENT SURVEY CONTROL
 KW2825  ___________________________________________________________________
 KW2825* NAD 83(1992)-  40 04 41.18299(N)    077 13 25.09920(W)     ADJUSTED  
 KW2825* NAVD 88     -       494.     (meters)    1621.     (feet)  SCALED    
 KW2825  ___________________________________________________________________
 KW2825  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 KW2825  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 KW2825
 KW2825  HORZ ORDER  -  SECOND
 KW2825
 KW2825.The horizontal coordinates were established by classical geodetic methods
 KW2825.and adjusted by the National Geodetic Survey in June 2002..
 KW2825
 KW2825.The orthometric height was scaled from a topographic map.
 KW2825
 KW2825.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2825
 KW2825.The geoid height was determined by GEOID03.
 KW2825
 KW2825;                    North         East     Units Scale Factor Converg.
 KW2825;SPC PA S     -    82,829.354   644,895.630   MT  0.99998052   +0 20 29.4
 KW2825;SPC PA S     -   271,749.31  2,115,795.08   sFT  0.99998052   +0 20 29.4
 KW2825;UTM  18      - 4,438,795.749   310,399.073   MT  1.00004256   -1 25 55.5
 KW2825
 KW2825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2825!SPC PA S     -   0.99992788  x   0.99998052  =   0.99990840
 KW2825!UTM  18      -   0.99992788  x   1.00004256  =   0.99997044
 KW2825
 KW2825|---------------------------------------------------------------------|
 KW2825| PID    Reference Object                     Distance      Geod. Az  |
 KW2825|                                                           dddmmss.s |
 KW2825| CK7491 HOLLY RM 2                           27.022 METERS 02653     |
 KW2825| CK7489 HOLLY AZ MK                                        2423652.5 |
 KW2825| KW2849 BUCK RIDGE LOOKOUT TOWER            APPROX. 3.6 KM 2612848.8 |
 KW2825| CK7490 HOLLY RM 1                           22.450 METERS 27611     |
 KW2825|---------------------------------------------------------------------|
 KW2825
 KW2825                          SUPERSEDED SURVEY CONTROL
 KW2825
 KW2825  NAD 83(1986)-  40 04 41.17992(N)    077 13 25.10175(W) AD(       ) 2
 KW2825  NAD 27      -  40 04 40.85100(N)    077 13 26.16500(W) AD(       ) 2
 KW2825
 KW2825.Superseded values are not recommended for survey control.
 KW2825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2825.See file dsdata.txt to determine how the superseded data were derived.
 KW2825
 KW2825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK1039938796(NAD 83)
 KW2825_MARKER: DS = TRIANGULATION STATION DISK
 KW2825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2825
 KW2825  HISTORY     - Date     Condition        Report By
 KW2825  HISTORY     - 1942     MONUMENTED       CGS
 KW2825  HISTORY     - 1952     GOOD             AMS
 KW2825  HISTORY     - 1963     MARK NOT FOUND   CGS
 KW2825  HISTORY     - 20060415 GOOD             GEOCAC
 KW2825
 KW2825                          STATION DESCRIPTION
 KW2825
 KW2825'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW2825'STATION IS LOCATED ABOUT 3-1/2 MILES SW OF MOUNT HOLLY SPRINGS, ON
 KW2825'THE TOP OF A HIGH ROUNDED MOUNTAIN WHICH IS PART OF SOUTH
 KW2825'MOUNTAINS.  ON STATE LAND, PERMISSION OBTAINED FROM DEPARTMENT OF
 KW2825'FORESTS AND WATERS.  MARK IS SET IN SQUARE CONCRETE WHICH
 KW2825'PROJECTS 3 INCHES, IS 26 FEET E OF CENTER LINE OF ROAD, AND NEAR A
 KW2825'GROUP OF PITCH PINE TREES ON HIGH POINT OF HILL.
 KW2825'
 KW2825'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 KW2825'SET IN CONCRETE.
 KW2825'
 KW2825'REFERENCE MARK NO. 1 PROJECTS 5 INCHES, IS 18 FEET W OF CENTER LINE
 KW2825'OF ROAD, AND IS 22.450 METERS SW OF STATION.
 KW2825'
 KW2825'REFERENCE MARK NO. 2 PROJECTS 7 INCHES, IS 18 FEET W OF CENTER LINE
 KW2825'OF ROAD, AND IS 27.022 METERS NW OF STATION.  BOTH REFERENCE MARKS
 KW2825'ARE STAMPED WITH THEIR RESPECTIVE NUMBERS AND THE NAME OF THE
 KW2825'STATION.
 KW2825'
 KW2825'THE AZIMUTH MARK WHICH IS U.S.G.S. STATION HAMMOND IS REACHED BY
 KW2825'GOING 1.65 MILES SW ALONG THE ROAD AND IS JUST SE OF WIDE TURNING
 KW2825'PLACE IN ROAD.  IT IS A U.S.G.S. BRONZE DISK STAMPED PENNSYLVANIA AND
 KW2825'IS SET IN SOLID ROCK ON THE TOP OF THE MOST SOUTHERLY ONE OF TWO
 KW2825'HIGH ROCK OUTCROPS KNOWN AS HAMMOND ROCKS.  MARK IS ABOUT 6 FEET
 KW2825'LOWER THAN THE HIGHEST POINT OF THE ROCK AND ABOUT 12 FEET NE FROM
 KW2825'THE HIGHEST POINT OF ROCK.
 KW2825'
 KW2825'REACHED FROM THE CURVE IN THE STREET AT THE S EDGE OF MOUNT HOLLY
 KW2825'SPRINGS BY GOING SOUTHERLY ON STATE HIGHWAY 34 FOR 0.45 MILE TO
 KW2825'ATLANTIC SERVICE STATION ON THE RIGHT, BEFORE REACHING A BRIDGE, THEN
 KW2825'TAKE RIGHT FORK ON A DIRT ROAD S ALONG THE RIGHT SIDE OF
 KW2825'MOUNTAIN CREEK FOR 0.3 MILE TO A HARIPIN TURN IN ROAD, THEN CONTINUE
 KW2825'ON MAIN DIRT AND GRAVEL ROAD UP MOUNTAIN FOR 3.6 MILES TO STATION
 KW2825'ON THE LEFT.
 KW2825'
 KW2825'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 KW2825
 KW2825                          STATION RECOVERY (1952)
 KW2825
 KW2825'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 KW2825'THE STATION A STANDARD USC AND GS BRONZE TRIANGULATION DISC, SET IN
 KW2825'THE TOP OF A 1 FOOT SQUARE CONCRETE POST, PROJECTING 6 INCHES, MARKED
 KW2825'WITH A 4 X 4 INCH WHITE WITNESS POST, WAS RECOVERED AS DESCRIBED, IN
 KW2825'GOOD CONDITION, WITH THE FOLLOWING ADDITIONS-
 KW2825'
 KW2825'THE STATION IS 288 FEET S OF LARGE PINE ON THE E SIDE OF ROAD, N
 KW2825'SLOPE OF HILL, 84-1/2 FEET N OF LARGE PINE ON THE E SIDE OF ROAD,
 KW2825'S SLOPE OF HILL, 26.3 FEET E OF, AND PERPENDICULAR TO, CENTERLINE OF
 KW2825'ROAD.
 KW2825'
 KW2825'THE AZIMUTH MARK, USGS STATION HAMMOND, WAS RECOVERED IN GOOD
 KW2825'CONDITION AS DESCRIBED IN HOLLY DESCRIPTION.
 KW2825'
 KW2825'REFERENCE MARKS RECOVERED AS DESCRIBED.
 KW2825
 KW2825                          STATION RECOVERY (1963)
 KW2825
 KW2825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MJT)
 KW2825'THE AZIMUTH FOR THE STATION WAS REPORTED LOST BY MR. C.H. BUSHEY, 14
 KW2825'CHARLES ROAD, LINTHICUM, MARYLAND.
 KW2825'
 KW2825'MR. BUSHEY ADVISED THE BALTIMORE DISTRICT OFFICE ON JULY 31, 1963,
 KW2825'THAT THE MARK WAS DUG OUT OF THE DRILLED HOLE IN WHICH IT WAS
 KW2825'SET.  THE MARK WAS IN PLACE A WEEK PRIOR TO ITS DESTRUCTION ACCORDING
 KW2825'TO MR. BUSHEY.
 KW2825
 KW2825                          STATION RECOVERY (2006)
 KW2825
 KW2825'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2825'DID NOT RECOVER AZIMUTH OR REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3708 ***********************************************************************
 KV3708  DESIGNATION -  HOLMESBURG EMANUEL CH SPIRE
 KV3708  PID         -  KV3708
 KV3708  STATE/COUNTY-  PA/PHILADELPHIA
 KV3708  USGS QUAD   -  FRANKFORD (1997)
 KV3708
 KV3708                         *CURRENT SURVEY CONTROL
 KV3708  ___________________________________________________________________
 KV3708* NAD 83(1992)-  40 02 34.49545(N)    075 01 23.80196(W)     ADJUSTED  
 KV3708* NAVD 88     -                                                        
 KV3708  ___________________________________________________________________
 KV3708  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 KV3708  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KV3708
 KV3708  HORZ ORDER  -  THIRD
 KV3708
 KV3708.The horizontal coordinates were established by classical geodetic methods
 KV3708.and adjusted by the National Geodetic Survey in June 2002..
 KV3708
 KV3708
 KV3708.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3708
 KV3708.The geoid height was determined by GEOID03.
 KV3708
 KV3708;                    North         East     Units Scale Factor Converg.
 KV3708;SPC PA S     -    82,380.269   832,658.911   MT  0.99998467   +1 46 08.7
 KV3708;SPC PA S     -   270,275.93  2,731,815.11   sFT  0.99998467   +1 46 08.7
 KV3708;SPC NJ       -   134,410.231   105,347.589   MT  0.99992454   -0 20 12.0
 KV3708;SPC NJ       -   440,977.57    345,627.88   sFT  0.99992454   -0 20 12.0
 KV3708;UTM  18      - 4,432,520.686   498,014.214   MT  0.99960005   -0 00 53.9
 KV3708
 KV3708                          SUPERSEDED SURVEY CONTROL
 KV3708
 KV3708  NAD 83(1996)-  40 02 34.49505(N)    075 01 23.80226(W) AD(       ) 4
 KV3708  NAD 83(1991)-  40 02 34.49223(N)    075 01 23.80505(W) AD(       ) 4
 KV3708  NAD 83(1986)-  40 02 34.49169(N)    075 01 23.80820(W) AD(       ) 4
 KV3708  NAD 27      -  40 02 34.08000(N)    075 01 25.19000(W) AD(       ) 3
 KV3708
 KV3708.Superseded values are not recommended for survey control.
 KV3708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3708.See file dsdata.txt to determine how the superseded data were derived.
 KV3708
 KV3708_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9801432521(NAD 83)
 KV3708_MARKER: 91 = CHURCH CROSS
 KV3708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3708+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2003
 KV3708
 KV3708  HISTORY     - Date     Condition        Report By
 KV3708  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV3708  HISTORY     - 1946     GOOD             CGS
 KV3708  HISTORY     - 1965     GOOD             CGS
 KV3708  HISTORY     - 20030110 GOOD             USPSQD
 KV3708
 KV3708                          STATION DESCRIPTION
 KV3708
 KV3708'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV3708'THIS STATION IS THE CROSS ON THE SPIRE OF THE EMMANUAL PROTESTANT
 KV3708'EPISCOPAL CHURCH WHICH IS THE SECOND BUILDING E OF THE CORNER OF
 KV3708'STANWOOD STREET AND FRANKFORD AVENUE, HOLMESBURG IN THE N END OF
 KV3708'PHILADELPHIA.  THE CHURCH IS A RED-STONE BUILDING WITH A RED-STONE
 KV3708'TOWER ABOVE THE FRONT CENTER.  THE SPIRE ABOVE THE TOWER IS OCTAGONAL
 KV3708'GREY SLATE WITH WHITE CORNERS AND WITH BLACK TIP.  THERE IS A GOLD
 KV3708'CROSS WITH CIRCLE AT THE TIP.
 KV3708
 KV3708                          STATION RECOVERY (1946)
 KV3708
 KV3708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 KV3708'STATION RECOVERED IN GOOD CONDITION IN ORIGINAL POSITION.  ORIGINAL
 KV3708'DESCRIPTION IS ADEQUATE.
 KV3708'
 KV3708'PREVIOUSLY LISTED AS PHILADELPHIA, EMMANUAL PROTESTANT EPISCOPAL
 KV3708'CHURCH, SPIRE.
 KV3708
 KV3708                          STATION RECOVERY (1965)
 KV3708
 KV3708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DCW)
 KV3708'THE STATION WAS RECOVERED AS DESCRIBED.
 KV3708
 KV3708                          STATION RECOVERY (2003)
 KV3708
 KV3708'RECOVERY NOTE BY US POWER SQUADRON 2003 (AH)
 KV3708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3694 ***********************************************************************
 KV3694  DESIGNATION -  HOLMESBURG SIGNATUR HOSIERY TK
 KV3694  PID         -  KV3694
 KV3694  STATE/COUNTY-  PA/PHILADELPHIA
 KV3694  USGS QUAD   -  FRANKFORD (1997)
 KV3694
 KV3694                         *CURRENT SURVEY CONTROL
 KV3694  ___________________________________________________________________
 KV3694* NAD 83(1992)-  40 02 00.41152(N)    075 01 28.50410(W)     ADJUSTED  
 KV3694* NAVD 88     -                                                        
 KV3694  ___________________________________________________________________
 KV3694  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 KV3694  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KV3694
 KV3694  HORZ ORDER  -  THIRD
 KV3694
 KV3694.The horizontal coordinates were established by classical geodetic methods
 KV3694.and adjusted by the National Geodetic Survey in June 2002..
 KV3694
 KV3694
 KV3694.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3694
 KV3694.The geoid height was determined by GEOID03.
 KV3694
 KV3694;                    North         East     Units Scale Factor Converg.
 KV3694;SPC PA S     -    81,326.089   832,579.936   MT  0.99998585   +1 46 05.6
 KV3694;SPC PA S     -   266,817.34  2,731,556.01   sFT  0.99998585   +1 46 05.6
 KV3694;SPC NJ       -   133,359.728   105,229.941   MT  0.99992467   -0 20 14.8
 KV3694;SPC NJ       -   437,531.04    345,241.90   sFT  0.99992467   -0 20 14.8
 KV3694;UTM  18      - 4,431,469.880   497,902.501   MT  0.99960005   -0 00 56.9
 KV3694
 KV3694                          SUPERSEDED SURVEY CONTROL
 KV3694
 KV3694  NAD 83(1996)-  40 02 00.41152(N)    075 01 28.50413(W) AD(       ) 4
 KV3694  NAD 83(1991)-  40 02 00.40987(N)    075 01 28.50734(W) AD(       ) 4
 KV3694  NAD 83(1986)-  40 02 00.41002(N)    075 01 28.50776(W) AD(       ) 4
 KV3694  NAD 27      -  40 02 00.00700(N)    075 01 29.89000(W) AD(       ) 3
 KV3694
 KV3694.Superseded values are not recommended for survey control.
 KV3694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3694.See file dsdata.txt to determine how the superseded data were derived.
 KV3694
 KV3694_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9790331470(NAD 83)
 KV3694_MARKER: 51 = TANK
 KV3694
 KV3694  HISTORY     - Date     Condition        Report By
 KV3694  HISTORY     - 1935     FIRST OBSERVED   CGS
 KV3694  HISTORY     - 1946     GOOD             CGS
 KV3694
 KV3694                          STATION DESCRIPTION
 KV3694
 KV3694'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV3694'IN HOLMESBURG, INTERSECTION OF TULIP AND RHAWN STREETS.  THE FINIAL
 KV3694'OF THE GREEN TANK ATOP A 3-STORY BUILDING.
 KV3694
 KV3694                          STATION RECOVERY (1946)
 KV3694
 KV3694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 KV3694'STATION RECOVERED IN GOOD CONDITION AND IN ORIGINAL POSITION.
 KV3694'BUILDING NOW OWNED BY ELMO COSMETICS COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3706 ***********************************************************************
 KV3706  DESIGNATION -  HOLMESBURG ST DOMINICS SPIRE
 KV3706  PID         -  KV3706
 KV3706  STATE/COUNTY-  PA/PHILADELPHIA
 KV3706  USGS QUAD   -  FRANKFORD (1997)
 KV3706
 KV3706                         *CURRENT SURVEY CONTROL
 KV3706  ___________________________________________________________________
 KV3706* NAD 83(1992)-  40 02 44.64832(N)    075 01 00.47886(W)     ADJUSTED  
 KV3706* NAVD 88     -                                                        
 KV3706  ___________________________________________________________________
 KV3706  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 KV3706  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 KV3706
 KV3706  HORZ ORDER  -  THIRD
 KV3706
 KV3706.The horizontal coordinates were established by classical geodetic methods
 KV3706.and adjusted by the National Geodetic Survey in June 2002..
 KV3706
 KV3706
 KV3706.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3706
 KV3706.The geoid height was determined by GEOID03.
 KV3706
 KV3706;                    North         East     Units Scale Factor Converg.
 KV3706;SPC PA S     -    82,710.349   833,201.838   MT  0.99998433   +1 46 23.8
 KV3706;SPC PA S     -   271,358.87  2,733,596.36   sFT  0.99998433   +1 46 23.8
 KV3706;SPC NJ       -   134,720.120   105,902.245   MT  0.99992393   -0 19 57.0
 KV3706;SPC NJ       -   441,994.26    347,447.62   sFT  0.99992393   -0 19 57.0
 KV3706;UTM  18      - 4,432,833.583   498,566.941   MT  0.99960003   -0 00 38.9
 KV3706
 KV3706                          SUPERSEDED SURVEY CONTROL
 KV3706
 KV3706  NAD 83(1996)-  40 02 44.64786(N)    075 01 00.47876(W) AD(       ) 4
 KV3706  NAD 83(1991)-  40 02 44.64500(N)    075 01 00.48134(W) AD(       ) 4
 KV3706  NAD 83(1986)-  40 02 44.64433(N)    075 01 00.48391(W) AD(       ) 4
 KV3706  NAD 27      -  40 02 44.23900(N)    075 01 01.86900(W) AD(       ) 3
 KV3706
 KV3706.Superseded values are not recommended for survey control.
 KV3706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3706.See file dsdata.txt to determine how the superseded data were derived.
 KV3706
 KV3706_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9856732834(NAD 83)
 KV3706_MARKER: 90 = CHURCH SPIRE
 KV3706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3706+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2003
 KV3706
 KV3706  HISTORY     - Date     Condition        Report By
 KV3706  HISTORY     - 1933     FIRST OBSERVED   CGS
 KV3706  HISTORY     - 1946     GOOD             CGS
 KV3706  HISTORY     - 1965     GOOD             CGS
 KV3706  HISTORY     - 20030110 GOOD             USPSQD
 KV3706
 KV3706                          STATION DESCRIPTION
 KV3706
 KV3706'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV3706'THIS STATION IS THE CROSS ON THE SPIRE OF THE ST. DOMINICS CHURCH.
 KV3706'THIS CHURCH IS ABOUT 100 YARDS E OF BLACKISTON AVENUE ON THE N
 KV3706'SIDE OF FRANKFORD AVENUE, BRIDESBURG.  IT IS A RED-STONE CHURCH WITH
 KV3706'TOWER AND BELFRY AT THE SE CORNER.  THE SPIRE IS OCTAGONAL GREY SLATE
 KV3706'WITH A GREEN CROSS AT ITS TIP.  THE CHURCH WAS ERECTED IN 1896.
 KV3706
 KV3706                          STATION RECOVERY (1946)
 KV3706
 KV3706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 KV3706'STATION RECOVERED IN GOOD CONDITION AND IN ORIGINAL POSITION.
 KV3706'ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING-
 KV3706'
 KV3706'CHANGE BRIDGESBURG TO HOLMESBURG.
 KV3706
 KV3706                          STATION RECOVERY (1965)
 KV3706
 KV3706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DCW)
 KV3706'THE STATION WAS RECOVERED AS DESCRIBED.
 KV3706
 KV3706                          STATION RECOVERY (2003)
 KV3706
 KV3706'RECOVERY NOTE BY US POWER SQUADRON 2003 (AH)
 KV3706'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4835 ***********************************************************************
 JV4835  DESIGNATION -  HOLTWOOD
 JV4835  PID         -  JV4835
 JV4835  STATE/COUNTY-  PA/LANCASTER
 JV4835  USGS QUAD   -  HOLTWOOD (1990)
 JV4835
 JV4835                         *CURRENT SURVEY CONTROL
 JV4835  ___________________________________________________________________
 JV4835* NAD 83(1992)-  39 50 41.99741(N)    076 20 33.01574(W)     ADJUSTED  
 JV4835* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 JV4835  ___________________________________________________________________
 JV4835  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 JV4835  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 JV4835
 JV4835  HORZ ORDER  -  THIRD
 JV4835
 JV4835.The horizontal coordinates were established by classical geodetic methods
 JV4835.and adjusted by the National Geodetic Survey in June 2002..
 JV4835
 JV4835.The orthometric height was scaled from a topographic map.
 JV4835
 JV4835.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4835
 JV4835.The geoid height was determined by GEOID03.
 JV4835
 JV4835;                    North         East     Units Scale Factor Converg.
 JV4835;SPC PA S     -    57,772.817   720,459.503   MT  1.00001499   +0 54 47.4
 JV4835;SPC PA S     -   189,542.98  2,363,707.55   sFT  1.00001499   +0 54 47.4
 JV4835;SPC MD       -   242,024.117   456,277.578   MT  1.00009302   +0 24 45.6
 JV4835;SPC MD       -   794,040.79  1,496,970.69   sFT  1.00009302   +0 24 45.6
 JV4835;UTM  18      - 4,411,416.120   385,143.640   MT  0.99976241   -0 51 36.9
 JV4835
 JV4835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4835!SPC PA S     -   0.99997134  x   1.00001499  =   0.99998633
 JV4835!SPC MD       -   0.99997134  x   1.00009302  =   1.00006436
 JV4835!UTM  18      -   0.99997134  x   0.99976241  =   0.99973376
 JV4835
 JV4835:                Primary Azimuth Mark                     Grid Az
 JV4835:SPC PA S     -  HOLTWOOD AZ MK                           050 20 00.1
 JV4835:SPC MD       -  HOLTWOOD AZ MK                           050 50 01.9
 JV4835:UTM  18      -  HOLTWOOD AZ MK                           052 06 24.4
 JV4835
 JV4835|---------------------------------------------------------------------|
 JV4835| PID    Reference Object                     Distance      Geod. Az  |
 JV4835|                                                           dddmmss.s |
 JV4835| CA9528 HOLTWOOD AZ MK                                     0511447.5 |
 JV4835| CA9529 HOLTWOOD RM 1                        20.757 METERS 13617     |
 JV4835| CA9530 HOLTWOOD RM 2                        27.274 METERS 21728     |
 JV4835| JV4837 PENNSYLVANIA WATER PWR TWR 32       APPROX. 4.2 KM 2552107.9 |
 JV4835|---------------------------------------------------------------------|
 JV4835
 JV4835                          SUPERSEDED SURVEY CONTROL
 JV4835
 JV4835  NAD 83(1991)-  39 50 41.99261(N)    076 20 33.01919(W) AD(       ) 3
 JV4835  NAD 83(1986)-  39 50 41.98790(N)    076 20 33.02115(W) AD(       ) 3
 JV4835  NAD 27      -  39 50 41.61800(N)    076 20 34.16300(W) AD(       ) 3
 JV4835
 JV4835.Superseded values are not recommended for survey control.
 JV4835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4835.See file dsdata.txt to determine how the superseded data were derived.
 JV4835
 JV4835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK8514411416(NAD 83)
 JV4835_MARKER: DS = TRIANGULATION STATION DISK
 JV4835_SETTING: 66 = SET IN ROCK OUTCROP
 JV4835_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 JV4835
 JV4835  HISTORY     - Date     Condition        Report By
 JV4835  HISTORY     - 1947     MONUMENTED       CGS
 JV4835
 JV4835                          STATION DESCRIPTION
 JV4835
 JV4835'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CRR)
 JV4835'THE STATION IS LOCATED 0.4 MILE EAST OF THE SUSQUEHANNA RIVER ON THE
 JV4835'POINT OF A RIDGE OVERLOOKING THE HOLTWOOD DAM OF THE PENNSYLVANIA
 JV4835'WATER AND POWER CO.  IT IS 50 YARDS WEST OF A GROUP OF FARM BUILDINGS
 JV4835'AND 60 FEET NORTHWEST OF A STONE FENCE.  THE DISK IS ABOUT 10 IN
 JV4835'BELOW THE SURFACE OF THE GROUND IN A DRILL HOLE IN THE BEDROCK AND IS
 JV4835'STAMPED HOLTWOOD 1947.
 JV4835'
 JV4835'REFERENCE MARK NO. 1 IS 68.10 FEET EAST OF THE STATION, 25 FEET EAST
 JV4835'OF OUTCROPPING BEDROCK AND 1 FOOT NORTHWEST OF THE STONE FENCE.  THE
 JV4835'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED HOLTWOOD NO 1
 JV4835'1947.
 JV4835'
 JV4835'REFERENCE MARK NO. 2 IS 89.48 FEET SOUTH OF THE STATION AND 1 FOOT
 JV4835'NORTHWEST OF THE STONE FENCE.  THE MARK PROJECTS ABOUT 6 INCHES
 JV4835'AND THE DISK IS STAMPED HOLTWOOD NO 2 1947.
 JV4835'
 JV4835'THE AZIMUTH MARK IS APPROXIMATELY 0.6 MILE NORTH OF THE STATION, 5
 JV4835'FEET SOUTH OF THE SOUTH CORNER OF A BARN AND 15 FEET NORTHWEST OF A
 JV4835'DIRT ROAD.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 JV4835'HOLTWOOD 1947.
 JV4835'
 JV4835'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 72 AND 372
 JV4835'AT THE NORTH EDGE OF BUCK, GO SOUTHWEST ON 372 FOR 5.00 MILES, TURN
 JV4835'RIGHT AND GO NORTH UP HILL FOR 0.45 MILES, TURN LEFT JUST NORTH OF
 JV4835'CEDAR GROVE SCHOOL AND GO 0.7 MILE ON WINDING FARM ROAD TO THE
 JV4835'AZIMUTH MARK BY THE SOUTH CORNER OF A BARN AS DESCRIBED.  CONTINUE
 JV4835'0.55 MILE, TURN RIGHT ON SIDE ROAD AND GO 0.2 MILE THROUGH FARMYARD
 JV4835'TO HIGHEST POINT OF RIDGE AND STATION AS DESCRIBED
 JV4835'
 JV4835'HEIGHT OF LIGHT ABOVE STATION MARK 21 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2112 ***********************************************************************
 KW2112  DESIGNATION -  HOME
 KW2112  PID         -  KW2112
 KW2112  STATE/COUNTY-  PA/CUMBERLAND
 KW2112  USGS QUAD   -  CARLISLE (1984)
 KW2112
 KW2112                         *CURRENT SURVEY CONTROL
 KW2112  ___________________________________________________________________
 KW2112* NAD 83(1992)-  40 11 17.65240(N)    077 11 58.24275(W)     ADJUSTED  
 KW2112* NAVD 88     -       153.281  (meters)     502.89   (feet)  ADJUSTED  
 KW2112  ___________________________________________________________________
 KW2112  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 KW2112  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 KW2112  DYNAMIC HT  -         153.202 (meters)     502.63  (feet)  COMP
 KW2112  MODELED GRAV-     980,109.3   (mgal)                       NAVD 88
 KW2112
 KW2112  HORZ ORDER  -  SECOND
 KW2112  VERT ORDER  -  SECOND    CLASS 0
 KW2112
 KW2112.The horizontal coordinates were established by classical geodetic methods
 KW2112.and adjusted by the National Geodetic Survey in June 2002..
 KW2112
 KW2112.The orthometric height was determined by differential leveling
 KW2112.and adjusted by the National Geodetic Survey in June 1991..
 KW2112
 KW2112.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2112
 KW2112.The geoid height was determined by GEOID03.
 KW2112
 KW2112.The dynamic height is computed by dividing the NAVD 88
 KW2112.geopotential number by the normal gravity value computed on the
 KW2112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2112.degrees latitude (g = 980.6199 gals.).
 KW2112
 KW2112.The modeled gravity was interpolated from observed gravity values.
 KW2112
 KW2112;                    North         East     Units Scale Factor Converg.
 KW2112;SPC PA S     -    95,069.926   646,877.258   MT  0.99996994   +0 21 25.8
 KW2112;SPC PA S     -   311,908.58  2,122,296.47   sFT  0.99996994   +0 21 25.8
 KW2112;UTM  18      - 4,450,969.814   312,759.097   MT  1.00003160   -1 25 11.1
 KW2112
 KW2112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2112!SPC PA S     -   0.99998131  x   0.99996994  =   0.99995125
 KW2112!UTM  18      -   0.99998131  x   1.00003160  =   1.00001291
 KW2112
 KW2112:                Primary Azimuth Mark                     Grid Az
 KW2112:SPC PA S     -  CARLISLE DICKINSON SCH CHAPEL            002 58 20.0
 KW2112:UTM  18      -  CARLISLE DICKINSON SCH CHAPEL            004 44 56.9
 KW2112
 KW2112|---------------------------------------------------------------------|
 KW2112| PID    Reference Object                     Distance      Geod. Az  |
 KW2112|                                                           dddmmss.s |
 KW2112| KW2829 CARLISLE DICKINSON SCH CHAPEL       APPROX. 1.4 KM 0031945.8 |
 KW2112| KW2834 CARLISLE TIRE AND RUBBER S TK       APPROX. 2.6 KM 0094209.5 |
 KW2112| KW2835 CARLISLE TIRE AND RUBBER N TK       APPROX. 2.5 KM 0102121.9 |
 KW2112| KW2830 CARLISLE MASLAND CARPET TANK        APPROX. 2.4 KM 0245143.5 |
 KW2112| KW2840 CARLISLE C H MASLAND STACK          APPROX. 2.4 KM 0245703.8 |
 KW2112| KW2113 HOME RM 1                            21.723 METERS 03123     |
 KW2112| KW2836 CARLISLE BOROUGH WATER CO TANK      APPROX. 0.7 KM 0460637.4 |
 KW2112| KW2842 CARLISLE RAD STA WHYL NW MAST       APPROX. 2.2 KM 0745548.3 |
 KW2112| KW2843 CARLISLE RAD STA WHYL CEN MAST      APPROX. 2.2 KM 0792722.6 |
 KW2112| CK7494 HOME AZ MK                                         0851522.2 |
 KW2112| KW2114 HOME RM 2                            21.278 METERS 14500     |
 KW2112| KW2118 WEIBLEY                             APPROX. 3.2 KM 2570124.1 |
 KW2112|---------------------------------------------------------------------|
 KW2112
 KW2112                          SUPERSEDED SURVEY CONTROL
 KW2112
 KW2112  NAD 83(1986)-  40 11 17.64809(N)    077 11 58.24367(W) AD(       ) 2
 KW2112  NAD 27      -  40 11 17.32690(N)    077 11 59.32260(W) AD(       ) 2
 KW2112  NGVD 29 (??/??/??)  153.497  (m)          503.60   (f) ADJUSTED    2 0
 KW2112
 KW2112.Superseded values are not recommended for survey control.
 KW2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2112.See file dsdata.txt to determine how the superseded data were derived.
 KW2112
 KW2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK1275950970(NAD 83)
 KW2112_MARKER: DS = TRIANGULATION STATION DISK
 KW2112_SETTING: 66 = SET IN ROCK OUTCROP
 KW2112_SP_SET: ROCK OUTCROP
 KW2112_STAMPING: HOME 1960
 KW2112_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW2112+STABILITY: POSITION/ELEVATION WELL
 KW2112
 KW2112  HISTORY     - Date     Condition        Report By
 KW2112  HISTORY     - 1960     MONUMENTED       CGS
 KW2112  HISTORY     - 1960     GOOD             CGS
 KW2112  HISTORY     - 1979     GOOD             NGS
 KW2112  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 KW2112  HISTORY     - 20060219 GOOD             GEOCAC
 KW2112
 KW2112                          STATION DESCRIPTION
 KW2112
 KW2112'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW2112'STATION IS LOCATED ON A LOW TIMBERED HILL, IN A CLEARING, ABOUT 3/4
 KW2112'MILE SOUTH OF THE CENTER SECTION OF CARLISLE AND ON THE
 KW2112'GROUNDS OF THE SADLER UNIT OF THE HOMEWOOD CHURCH HOME.
 KW2112'
 KW2112'STATION IS REACHED FROM THE JUNCTION OF U. S. HIGHWAY 11 AND STATE
 KW2112'HIGHWAYS 34, 74, 33, AND 641, AT THE INTERSECTION OF HANOVER AND
 KW2112'HIGH STREETS IN CARLISLE.  GO WEST ON HIGHWAY 11 AND HANOVER STREET
 KW2112'FOR 0.4 MILE.  TURN LEFT AND GO SOUTH, ON COLLEGE AVENUE FOR
 KW2112'0.56 MILE, TO INTERSECTION OF COLLEGE AVENUE AND STATE HIGHWAY 33,
 KW2112'CONTINUE SOUTH FOR 0.05 MILE TO THE METAL GATE AND ENTRANCE TO
 KW2112'THE HOMEWOOD CHURCH HOME, PASS THROUGH THE GATE AND CONTINUE SOUTH
 KW2112'ON A MACADAM DRIVE FOR 0.12 MILE TO A FORK, KEEP RIGHT AND FOLLOW
 KW2112'A MACADAM DRIVE FOR 0.18 MILE TO THE HOMEWOOD CHURCH
 KW2112'BUILDING, BEAR RIGHT AND CONTINUE ON THE DRIVE FOR 0.06 MILE TO A
 KW2112'WOODS ROAD RIGHT, TURN RIGHT AND FOLLOW THE TRAIL FOR 103.0
 KW2112'FEET, TO TOP OF HILL AND STATION.
 KW2112'
 KW2112'STATION MARK IS A STANDARD DISK, STAMPED HOME 1960, CEMENTED IN A
 KW2112'DRILL HOLE, IN THE TOP OF A 9 X 3 FOOT OUTCROPPING ROCK THAT
 KW2112'PROTRUDES ABOUT 3 INCHES.  IT IS 13.4 FEET EAST OF A 12 INCH
 KW2112'TRIANGULAR BLAZED OAK TREE, 13.4 FEET SOUTH-SOUTHWEST OF A
 KW2112'8 INCH TRIANGULAR BLAZED OAK TREE, 125 FEET NORTHWEST OF THE
 KW2112'NORTHWEST EDGE OF A CULTIVATED FIELD, 103 FEET SOUTHEAST OF
 KW2112'THE CENTER OF A WOODS ROAD.
 KW2112'
 KW2112'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED HOME NO 1 1960,
 KW2112'CEMENTED IN A DRILL HOLE, IN THE TOP OF A 4-1/2 X 3 FOOT
 KW2112'OUTCROPPING ROCK THAT PROJECTS ABOUT 1 INCH.  IT IS 81.0 FEET
 KW2112'NORTHEAST OF THE 12 INCH BLAZED TREE, 59.6 FEET NORTHEAST OF
 KW2112'THE 8 INCH BLAZED TREE, 123 FEET NORTHWEST OF THE NORTHWEST EDGE OF
 KW2112'THE CULTIVATED FIELD AND ABOUT THE SAME ELEVATION AS THE STATION
 KW2112'MARK.
 KW2112'
 KW2112'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED HOME NO 2 1960,
 KW2112'CEMENTED IN A DRILL HOLE, IN THE TOP OF A 4-1/2 X 3 FOOT
 KW2112'OUTCROPPING ROCK THAT PROJECTS ABOUT 6 INCHES.  IT IS 76.5 FEET
 KW2112'SOUTHEAST OF THE 8 INCH BLAZED TREE, 79.9 FEET SOUTH OF THE 12
 KW2112'INCH BLAZED TREE, 60 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE
 KW2112'CULTIVATED FIELD AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 KW2112'
 KW2112'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KW2112
 KW2112                          STATION RECOVERY (1960)
 KW2112
 KW2112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KW2112'1 MI S FROM CARLISLE.
 KW2112'ABOUT 0.55 MILE SOUTH OF JUNCTION OF COLLEGE STREET AND U.S.
 KW2112'HIGHWAY 11 IN CARLISLE, THENCE 0.4 MILE SOUTH THROUGH METAL GATE
 KW2112'TO THE HOMEWOOD CHURCH HOME, 13.5 FEET EAST OF A 12 INCH
 KW2112'TRIANGULAR BLAZED OAK TREE, 125 FEET NORTHWEST OF THE NORTHWEST
 KW2112'EDGE OF CULTIVATED FIELD, 103 FEET SOUTHEAST OF THE CENTER
 KW2112'OF TRACK ROAD, AND IS SET ON THE TOP OF A 9 BY 3 FOOT OUTCROPPING
 KW2112'ROCK WHICH PROJECTS 3 INCHES.  NOTE-- IT IS ON PROPERTY OWNED
 KW2112'BY THE SADLER UNIT OF THE HOMEWOOD CHURCH HOME.
 KW2112
 KW2112                          STATION RECOVERY (1979)
 KW2112
 KW2112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2112'RECOVERED IN GOOD CONDITION.
 KW2112
 KW2112                          STATION RECOVERY (1998)
 KW2112
 KW2112'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW2112'MARK NOT FOUND.
 KW2112
 KW2112                          STATION RECOVERY (2006)
 KW2112
 KW2112'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2112'CHANGE 1960 DESCRIPTION TO READ 125 FEET NORTHWEST OF THE NORTHWEST
 KW2112'EDGE OF A HOUSING DEVELOPMENT. AREA IS NOW PART OF THORNWALD PARK.
 KW2112' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1414 ***********************************************************************
 LY1414  CBN         -  This is a Cooperative Base Network Control Station.
 LY1414  DESIGNATION -  HOME
 LY1414  PID         -  LY1414
 LY1414  STATE/COUNTY-  PA/LUZERNE
 LY1414  USGS QUAD   -  WILKES-BARRE EAST (1964)
 LY1414
 LY1414                         *CURRENT SURVEY CONTROL
 LY1414  ___________________________________________________________________
 LY1414* NAD 83(1992)-  41 14 53.04796(N)    075 49 40.84280(W)     ADJUSTED  
 LY1414* NAVD 88     -       292.515  (meters)     959.69   (feet)  ADJUSTED  
 LY1414  ___________________________________________________________________
 LY1414  X           -   1,175,853.487 (meters)                     COMP
 LY1414  Y           -  -4,656,499.493 (meters)                     COMP
 LY1414  Z           -   4,183,347.850 (meters)                     COMP
 LY1414  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 LY1414  ELLIP HEIGHT-         260.70  (meters)          (03/28/01) GPS OBS
 LY1414  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 LY1414  DYNAMIC HT  -         292.393 (meters)     959.29  (feet)  COMP
 LY1414  MODELED GRAV-     980,198.4   (mgal)                       NAVD 88
 LY1414
 LY1414  HORZ ORDER  -  A
 LY1414  VERT ORDER  -  SECOND    CLASS 0
 LY1414  ELLP ORDER  -  THIRD     CLASS II
 LY1414
 LY1414.The horizontal coordinates were established by GPS observations
 LY1414.and adjusted by the National Geodetic Survey in March 2001..
 LY1414
 LY1414.The orthometric height was determined by differential leveling
 LY1414.and adjusted by the National Geodetic Survey in June 1991..
 LY1414
 LY1414.Photographs are available for this station.
 LY1414
 LY1414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY1414
 LY1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY1414
 LY1414.The ellipsoidal height was determined by GPS observations
 LY1414.and is referenced to NAD 83.
 LY1414
 LY1414.The geoid height was determined by GEOID03.
 LY1414
 LY1414.The dynamic height is computed by dividing the NAVD 88
 LY1414.geopotential number by the normal gravity value computed on the
 LY1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1414.degrees latitude (g = 980.6199 gals.).
 LY1414
 LY1414.The modeled gravity was interpolated from observed gravity values.
 LY1414
 LY1414;                    North         East     Units Scale Factor Converg.
 LY1414;SPC PA N     -   121,880.922   761,079.545   MT  0.99996119   +1 16 17.3
 LY1414;SPC PA N     -   399,870.99  2,496,975.14   sFT  0.99996119   +1 16 17.3
 LY1414;UTM  18      - 4,566,626.180   430,624.356   MT  0.99965923   -0 32 45.4
 LY1414
 LY1414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY1414!SPC PA N     -   0.99995911  x   0.99996119  =   0.99992030
 LY1414!UTM  18      -   0.99995911  x   0.99965923  =   0.99961835
 LY1414
 LY1414|---------------------------------------------------------------------|
 LY1414| PID    Reference Object                     Distance      Geod. Az  |
 LY1414|                                                           dddmmss.s |
 LY1414| LY1415 HOME RM 1                             6.955 METERS 02400     |
 LY1414| LY1413 HOME RM 2                             7.554 METERS 27949     |
 LY1414| LY2754 WILKES BARRE VETERANS HOSP TK       496.714 METERS 2795838.1 |
 LY1414|---------------------------------------------------------------------|
 LY1414
 LY1414                          SUPERSEDED SURVEY CONTROL
 LY1414
 LY1414  NAD 83(1986)-  41 14 53.04777(N)    075 49 40.84512(W) AD(       ) 2
 LY1414  NAD 27      -  41 14 52.75420(N)    075 49 42.14680(W) AD(       ) 2
 LY1414  NAVD 88 (03/28/01)  292.52   (m)          959.7    (f) LEVELING    3  
 LY1414  NGVD 29 (??/??/92)  292.692  (m)          960.27   (f) ADJ UNCH    2 0
 LY1414
 LY1414.Superseded values are not recommended for survey control.
 LY1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1414.See file dsdata.txt to determine how the superseded data were derived.
 LY1414
 LY1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL3062466626(NAD 83)
 LY1414_MARKER: DS = TRIANGULATION STATION DISK
 LY1414_SETTING: 66 = SET IN ROCK OUTCROP
 LY1414_STAMPING: HOME 1959
 LY1414_MARK LOGO: CGS   
 LY1414_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY1414_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY1414+STABILITY: POSITION/ELEVATION WELL
 LY1414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY1414+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2006
 LY1414
 LY1414  HISTORY     - Date     Condition        Report By
 LY1414  HISTORY     - 1959     MONUMENTED       CGS
 LY1414  HISTORY     - 1959     GOOD             CGS
 LY1414  HISTORY     - 20000424 GOOD             PADT
 LY1414  HISTORY     - 20020613 GOOD             PADT
 LY1414  HISTORY     - 20030701 GOOD             PADT
 LY1414  HISTORY     - 20031103 GOOD             NGS
 LY1414  HISTORY     - 20050519 GOOD             PADT
 LY1414  HISTORY     - 20060425 GOOD             PADT
 LY1414
 LY1414                          STATION DESCRIPTION
 LY1414
 LY1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY1414'STATION IS LOCATED ON THE TOP OF A LOW ROCKY RIDGE WHICH IS ABOUT 0.3
 LY1414'MILE EAST OF THE VETERANS HOSPITAL, 1 MILE EAST OF THE CENTER OF
 LY1414'WILKES BARRE, 0.1 MILE WEST OF THE BUILDING SITE OF THE LUZERNE
 LY1414'COUNTY HOME FOR THE AGED, 100 YARDS NORTH OF A LOW, WOODEN TANK
 LY1414'AND IS ON PROPERTY OWNED BY THE COUNTY OF LUZERNE.
 LY1414'
 LY1414'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 309 AND STATE
 LY1414'HIGHWAYS 115 AND 315 WHICH IS AT THE EAST EDGE OF WILKES BARRE.
 LY1414'GO NORTHEAST ON HIGHWAYS 115 AND 315 FOR 0.75 MILE TO A TRAFFIC
 LY1414'ISLAND.  TURN RIGHT AND FOLLOW A MACADAM ROAD FOR 0.2 MILE TO THE
 LY1414'ENTRANCE TO HOSPITAL, KEEP RIGHT, ON THE MACADAM ROAD FOR 0.7 MILE TO
 LY1414'A SIDE ROAD LEFT AND A SIGN, JOHNS MOTEL ON THE RIGHT.  TURN LEFT
 LY1414'ON THE SIDE ROAD AND GO NORTH FOR 0.1 MILE TO A CROSSROAD, CONTINUE
 LY1414'NORTH FOR ABOUT 30 FEET TO A CIRCULAR DRIVEWAY WHICH BELONGS TO MR.
 LY1414'DRIESTADT AND END OF TRUCK TRAVEL.  PACK NORTH, ON A DIM TRAIL,
 LY1414'PASSING TO THE LEFT OF A LOW WOODEN WATER TANK AND A STONE
 LY1414'INCINERATOR, FOR ABOUT 100 YARDS TO THE TOP OF THE SECOND RIDGE
 LY1414'AND STATION.
 LY1414'
 LY1414'ALL MARKS ARE STANDARD DISKS, CEMENTED IN DRILL HOLES, IN THE TOP OF
 LY1414'OUTCROPPING BEDROCK.
 LY1414'
 LY1414'STATION MARK IS STAMPED HOME 1959 AND PROJECTS ABOUT 1 INCH.
 LY1414'
 LY1414'REFERENCE MARK 1 IS STAMPED HOME NO 1 1959 AND PROJECTS ABOUT 2
 LY1414'INCHES.
 LY1414'
 LY1414'REFERENCE MARK 2 IS STAMPED HOME NO 2 1959 AND PROJECTS ABOUT 2
 LY1414'INCHES.
 LY1414'
 LY1414'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LY1414
 LY1414                          STATION RECOVERY (1959)
 LY1414
 LY1414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LY1414'AT WILKES BARRE.
 LY1414'0.10 MILE SOUTH WEST ALONG HIGHWAY U.S. 315 FROM THE NORTH MOST
 LY1414'ENTRANCE TO THE V.A. HOSPITAL THENCE NORTH EAST ALONG BLACKTOP
 LY1414'ROAD FOR 0.90 MILE THENCE 0.10 MILE NORTH ON STREET THENCE ABOUT
 LY1414'100 YARDS ACROSS COUNTRY NORTH TO RIDGE AND STATION.
 LY1414
 LY1414                          STATION RECOVERY (2000)
 LY1414
 LY1414'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (JAY)
 LY1414'TO REACH THE STATION FROM THE INTERSECTION OF THE MAIN ENTRANCE
 LY1414'TO VALLEY CREST NURSING HOME, LOCATED ON STATE BUSINESS ROUTE
 LY1414'309, JUST SOUTHWEST OF THE NORTHERN CROSS VALLEY EXPRESSWAY
 LY1414'ROADWAY.  PROCEED UPHILL FOR APPROXIMATELY 3500 FT (1066.8 M) TO A
 LY1414'PARKING LOT ENTRANCE ON THE RIGHT.  TURN RIGHT AND PROCEED 400
 LY1414'FT (121.9 M) TO THE NORTH END OF THE PAVED PARKING LOT. PROCEED
 LY1414'FROM CORNER OF PARKING LOT ALONG DIM PATH, NORTH FOR 160 FT (48.8
 LY1414'M) TO THE STATION IN A ROCK OUTCROP.
 LY1414' 
 LY1414' 
 LY1414'
 LY1414
 LY1414                          STATION RECOVERY (2002)
 LY1414
 LY1414'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (EAA)
 LY1414'RECOVERED IN GOOD CONDITION.
 LY1414
 LY1414                          STATION RECOVERY (2003)
 LY1414
 LY1414'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (AK)
 LY1414'RECOVERED IN GOOD CONDITION.
 LY1414
 LY1414                          STATION RECOVERY (2003)
 LY1414
 LY1414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 LY1414'STATION IS LOCATED ABOUT 1.0 MILE EAST OF THE CENTER OF WILKES-BARE,
 LY1414'0.3 MILE EAST OF THE
 LY1414'VETERANS HOSPITAL ON THE TOP OF A LOW ROCKY RIDGE NEAR THE LUZERNE
 LY1414'COUNTY  VALLEY
 LY1414'CREST  NURSING HOME.  OWNERSHIP -- LUZERNE COUNTY.  CONTACT TOBY
 LY1414'HUMPHREY,
 LY1414'ENGINEERING DEPARTMENT, PRIOR TO STATION OCCUPATION PHONE 570 826
 LY1414'1011.
 LY1414' 
 LY1414'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 309 NORTH
 LY1414'KNOWN AS THE CROSS
 LY1414'VALLEY EXPRESSWAY, STATE HIGHWAY 309 BUSINESS KNOWN AS KIDDER STREET
 LY1414'AND THE
 LY1414'ENTRANCE ROAD TO  VALLEY CREST NEAR THE VETERANS HOSPITAL IN
 LY1414'WILKES-BARRE, GO
 LY1414'SOUTHEAST AND UPHILL ON THE ENTRANCE ROAD FOR 0.6 MILE TO JUNCTION
 LY1414'WITH A PAVE ROAD AT
 LY1414'THE TOP OF THE HILL AT A STOP SIGN.  TURN RIGHT AND GO SOUTH ON PAVED
 LY1414'ROAD ALONG THE
 LY1414'WEST SIDE OF THE NURSING HOME FOR 0.05 MILE TO A DRIVEWAY LEADING TO
 LY1414'TWO EMPLOYEE
 LY1414'PARKING LOTS ON THE RIGHT.  TURN RIGHT AND GO WEST ON DRIVEWAY FOR
 LY1414'0.05 MILE TO THE
 LY1414'WEST EDGE OF THE WESTERNMOST PARKING LOT.  TURN RIGHT AND GO NORTH
 LY1414'ALONG EDGE FOR
 LY1414'0.05 MILE TO THE NORTHWEST CORNER OF THE PARKING LOT.  FROM THIS
 LY1414'CORNER GO NORTH
 LY1414'ALONG A DIM PATH THRU WOODED AREA FOR 160.0 FEET TO THE STATION IN A
 LY1414'ROCK OUTCROP.
 LY1414' 
 LY1414'
 LY1414'
 LY1414
 LY1414                          STATION RECOVERY (2005)
 LY1414
 LY1414'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (JMT)
 LY1414'RECOVERED IN GOOD CONDITION.
 LY1414
 LY1414                          STATION RECOVERY (2006)
 LY1414
 LY1414'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (DS)
 LY1414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2113 ***********************************************************************
 KW2113  DESIGNATION -  HOME RM 1
 KW2113  PID         -  KW2113
 KW2113  STATE/COUNTY-  PA/CUMBERLAND
 KW2113  USGS QUAD   -  CARLISLE (1984)
 KW2113
 KW2113                         *CURRENT SURVEY CONTROL
 KW2113  ___________________________________________________________________
 KW2113* NAD 83(1986)-  40 11 21.     (N)    077 11 57.     (W)     SCALED    
 KW2113* NAVD 88     -       153.054  (meters)     502.14   (feet)  ADJUSTED  
 KW2113  ___________________________________________________________________
 KW2113  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 KW2113  DYNAMIC HT  -         152.975 (meters)     501.89  (feet)  COMP
 KW2113  MODELED GRAV-     980,109.6   (mgal)                       NAVD 88
 KW2113
 KW2113  VERT ORDER  -  SECOND    CLASS 0
 KW2113
 KW2113.The horizontal coordinates were scaled from a topographic map and have
 KW2113.an estimated accuracy of +/- 6 seconds.
 KW2113
 KW2113.The orthometric height was determined by differential leveling
 KW2113.and adjusted by the National Geodetic Survey in June 1991..
 KW2113
 KW2113.The geoid height was determined by GEOID03.
 KW2113
 KW2113.The dynamic height is computed by dividing the NAVD 88
 KW2113.geopotential number by the normal gravity value computed on the
 KW2113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2113.degrees latitude (g = 980.6199 gals.).
 KW2113
 KW2113.The modeled gravity was interpolated from observed gravity values.
 KW2113
 KW2113;                    North         East    Units  Estimated Accuracy
 KW2113;SPC PA S     -    95,170.      646,910.      MT  (+/- 180 meters Scaled)
 KW2113
 KW2113                          SUPERSEDED SURVEY CONTROL
 KW2113
 KW2113  NGVD 29 (??/??/??)  153.270  (m)          502.85   (f) ADJUSTED    2 0
 KW2113
 KW2113.Superseded values are not recommended for survey control.
 KW2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2113.See file dsdata.txt to determine how the superseded data were derived.
 KW2113
 KW2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK127510(NAD 83)
 KW2113_MARKER: DR = REFERENCE MARK DISK
 KW2113_SETTING: 66 = SET IN ROCK OUTCROP
 KW2113_SP_SET: ROCK OUTCROP
 KW2113_STAMPING: HOME NO 1 1960
 KW2113_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW2113+STABILITY: POSITION/ELEVATION WELL
 KW2113
 KW2113  HISTORY     - Date     Condition        Report By
 KW2113  HISTORY     - 1960     MONUMENTED       CGS
 KW2113  HISTORY     - 1979     GOOD             NGS
 KW2113  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 KW2113  HISTORY     - 20060218 GOOD             GEOCAC
 KW2113
 KW2113                          STATION DESCRIPTION
 KW2113
 KW2113'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2113'1 MI S FROM CARLISLE.
 KW2113'ABOUT 0.55 MILE SOUTH OF JUNCTION OF COLLEGE STREET AND U.S.
 KW2113'HIGHWAY 11 IN CARLISLE, THENCE 0.4 MILE SOUTH THROUGH METAL
 KW2113'GATE TO THE HOMEWOOD CHURCH HOME, 81 FEET NORTHEAST OF A 12
 KW2113'INCH TRIANGULAR BLAZED OAK TREE, 123 FEET NORTHWEST OF THE
 KW2113'NORTHWEST EDGE OF A CULTIVATED FIELD, AND IS SET IN THE TOP
 KW2113'OF 4 1/2 BY 3 FOOT OUTCROPPING ROCK THAT IS PROJECTING 1 INCH
 KW2113'ABOVE THE SURFACE OF THE GROUND.  NOTE-- IT IS ON PROPERTY OWNED
 KW2113'BY THE SADLER UNIT OF THE HOMEWOOD CHURCH HOME.
 KW2113
 KW2113                          STATION RECOVERY (1979)
 KW2113
 KW2113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2113'RECOVERED IN GOOD CONDITION.
 KW2113
 KW2113                          STATION RECOVERY (1998)
 KW2113
 KW2113'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW2113'MARK NOT FOUND.
 KW2113
 KW2113                          STATION RECOVERY (2006)
 KW2113
 KW2113'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2113'CHANGE DESCRIPTION TO READ 123 FEET NORTHWEST OF THE NORTHWEST EDGE OF
 KW2113'A HOUSING DEVELOPMENT. AREA IS NOW PART OF THORNWALD PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1415 ***********************************************************************
 LY1415  DESIGNATION -  HOME RM 1
 LY1415  PID         -  LY1415
 LY1415  STATE/COUNTY-  PA/LUZERNE
 LY1415  USGS QUAD   -  WILKES-BARRE EAST (1964)
 LY1415
 LY1415                         *CURRENT SURVEY CONTROL
 LY1415  ___________________________________________________________________
 LY1415* NAD 83(1986)-  41 14 52.     (N)    075 49 40.     (W)     SCALED    
 LY1415* NAVD 88     -       292.625  (meters)     960.05   (feet)  ADJUSTED  
 LY1415  ___________________________________________________________________
 LY1415  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 LY1415  DYNAMIC HT  -         292.503 (meters)     959.65  (feet)  COMP
 LY1415  MODELED GRAV-     980,198.3   (mgal)                       NAVD 88
 LY1415
 LY1415  VERT ORDER  -  SECOND    CLASS 0
 LY1415
 LY1415.The horizontal coordinates were scaled from a topographic map and have
 LY1415.an estimated accuracy of +/- 6 seconds.
 LY1415
 LY1415.The orthometric height was determined by differential leveling
 LY1415.and adjusted by the National Geodetic Survey in June 1991..
 LY1415
 LY1415.The geoid height was determined by GEOID03.
 LY1415
 LY1415.The dynamic height is computed by dividing the NAVD 88
 LY1415.geopotential number by the normal gravity value computed on the
 LY1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1415.degrees latitude (g = 980.6199 gals.).
 LY1415
 LY1415.The modeled gravity was interpolated from observed gravity values.
 LY1415
 LY1415;                    North         East    Units  Estimated Accuracy
 LY1415;SPC PA N     -   121,850.      761,100.      MT  (+/- 180 meters Scaled)
 LY1415
 LY1415                          SUPERSEDED SURVEY CONTROL
 LY1415
 LY1415  NGVD 29 (??/??/92)  292.801  (m)          960.63   (f) ADJ UNCH    2 0
 LY1415
 LY1415.Superseded values are not recommended for survey control.
 LY1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1415.See file dsdata.txt to determine how the superseded data were derived.
 LY1415
 LY1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL306665(NAD 83)
 LY1415_MARKER: DR = REFERENCE MARK DISK
 LY1415_SETTING: 0 = UNSPECIFIED SETTING
 LY1415_STAMPING: HOME NO 1 1959
 LY1415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1415
 LY1415  HISTORY     - Date     Condition        Report By
 LY1415  HISTORY     - 1959     MONUMENTED       CGS
 LY1415
 LY1415                          STATION DESCRIPTION
 LY1415
 LY1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1415'AT WILKES BARRE.
 LY1415'0.10 MILE SOUTH WEST ALONG U.S. 315 FROM THE NORTH MOST ENTRANCE
 LY1415'TO THE V.A. HOSPITAL THENCE NORTH EAST ALONG BLACKTOP ROAD FOR
 LY1415'0.90 MILE THENCE 0.10 MILE NORTH ON STREET THENCE ABOUT 100 YARDS
 LY1415'ACROSS COUNTRY NORTH TO RIDGE AND RM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2114 ***********************************************************************
 KW2114  DESIGNATION -  HOME RM 2
 KW2114  PID         -  KW2114
 KW2114  STATE/COUNTY-  PA/CUMBERLAND
 KW2114  USGS QUAD   -  CARLISLE (1984)
 KW2114
 KW2114                         *CURRENT SURVEY CONTROL
 KW2114  ___________________________________________________________________
 KW2114* NAD 83(1986)-  40 11 21.     (N)    077 11 57.     (W)     SCALED    
 KW2114* NAVD 88     -       152.920  (meters)     501.70   (feet)  ADJUSTED  
 KW2114  ___________________________________________________________________
 KW2114  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 KW2114  DYNAMIC HT  -         152.841 (meters)     501.45  (feet)  COMP
 KW2114  MODELED GRAV-     980,109.6   (mgal)                       NAVD 88
 KW2114
 KW2114  VERT ORDER  -  SECOND    CLASS 0
 KW2114
 KW2114.The horizontal coordinates were scaled from a topographic map and have
 KW2114.an estimated accuracy of +/- 6 seconds.
 KW2114
 KW2114.The orthometric height was determined by differential leveling
 KW2114.and adjusted by the National Geodetic Survey in June 1991..
 KW2114
 KW2114.The geoid height was determined by GEOID03.
 KW2114
 KW2114.The dynamic height is computed by dividing the NAVD 88
 KW2114.geopotential number by the normal gravity value computed on the
 KW2114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2114.degrees latitude (g = 980.6199 gals.).
 KW2114
 KW2114.The modeled gravity was interpolated from observed gravity values.
 KW2114
 KW2114;                    North         East    Units  Estimated Accuracy
 KW2114;SPC PA S     -    95,170.      646,910.      MT  (+/- 180 meters Scaled)
 KW2114
 KW2114                          SUPERSEDED SURVEY CONTROL
 KW2114
 KW2114  NGVD 29 (??/??/??)  153.136  (m)          502.41   (f) ADJUSTED    2 0
 KW2114
 KW2114.Superseded values are not recommended for survey control.
 KW2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2114.See file dsdata.txt to determine how the superseded data were derived.
 KW2114
 KW2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK127510(NAD 83)
 KW2114_MARKER: DR = REFERENCE MARK DISK
 KW2114_SETTING: 66 = SET IN ROCK OUTCROP
 KW2114_SP_SET: ROCK OUTCROP
 KW2114_STAMPING: HOME NO 2 1960
 KW2114_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW2114+STABILITY: POSITION/ELEVATION WELL
 KW2114
 KW2114  HISTORY     - Date     Condition        Report By
 KW2114  HISTORY     - 1960     MONUMENTED       CGS
 KW2114  HISTORY     - 1979     GOOD             NGS
 KW2114  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 KW2114  HISTORY     - 20060218 GOOD             GEOCAC
 KW2114
 KW2114                          STATION DESCRIPTION
 KW2114
 KW2114'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2114'1 MI S FROM CARLISLE.
 KW2114'ABOUT 0.55 MILE SOUTH OF JUNCTION OF COLLEGE STREET AND U.S.
 KW2114'HIGHWAY 11 IN CARLISLE, THENCE 0.4 MILE SOUTH THROUGH METAL
 KW2114'GATE TO THE HOMEWOOD CHURCH HOME, 80 FEET SOUTH OF A 12 INCH
 KW2114'BLAZED TRIANGULAR OAK TREE, 60 FEET NORTHWEST OF THE NORTHWEST
 KW2114'EDGE OF A CULTIVATED FIELD, AND IS SET IN THE TOP OF A 4 1/2
 KW2114'BY 3 FOOT OUTCROPPING ROCK THAT IS PROJECTING 6 INCHES ABOVE
 KW2114'THE SURFACE OF THE GROUND.  NOTE-- IT IS ON PROPERTY OWNED BY
 KW2114'THE SADLER UNIT OF THE HOMEWOOD CHURCH HOME.
 KW2114
 KW2114                          STATION RECOVERY (1979)
 KW2114
 KW2114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2114'RECOVERED IN GOOD CONDITION.
 KW2114
 KW2114                          STATION RECOVERY (1998)
 KW2114
 KW2114'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW2114'MARK NOT FOUND.
 KW2114
 KW2114                          STATION RECOVERY (2006)
 KW2114
 KW2114'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2114'CHANGE DESCRIPTION TO READ 60 FEET NORTHWEST OF THE NORTHWEST EDGE OF
 KW2114'HOUSING DEVELOPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1413 ***********************************************************************
 LY1413  DESIGNATION -  HOME RM 2
 LY1413  PID         -  LY1413
 LY1413  STATE/COUNTY-  PA/LUZERNE
 LY1413  USGS QUAD   -  WILKES-BARRE EAST (1964)
 LY1413
 LY1413                         *CURRENT SURVEY CONTROL
 LY1413  ___________________________________________________________________
 LY1413* NAD 83(1986)-  41 14 52.     (N)    075 49 40.     (W)     SCALED    
 LY1413* NAVD 88     -       292.244  (meters)     958.80   (feet)  ADJUSTED  
 LY1413  ___________________________________________________________________
 LY1413  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 LY1413  DYNAMIC HT  -         292.122 (meters)     958.40  (feet)  COMP
 LY1413  MODELED GRAV-     980,198.3   (mgal)                       NAVD 88
 LY1413
 LY1413  VERT ORDER  -  SECOND    CLASS 0
 LY1413
 LY1413.The horizontal coordinates were scaled from a topographic map and have
 LY1413.an estimated accuracy of +/- 6 seconds.
 LY1413
 LY1413.The orthometric height was determined by differential leveling
 LY1413.and adjusted by the National Geodetic Survey in June 1991..
 LY1413
 LY1413.The geoid height was determined by GEOID03.
 LY1413
 LY1413.The dynamic height is computed by dividing the NAVD 88
 LY1413.geopotential number by the normal gravity value computed on the
 LY1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1413.degrees latitude (g = 980.6199 gals.).
 LY1413
 LY1413.The modeled gravity was interpolated from observed gravity values.
 LY1413
 LY1413;                    North         East    Units  Estimated Accuracy
 LY1413;SPC PA N     -   121,850.      761,100.      MT  (+/- 180 meters Scaled)
 LY1413
 LY1413                          SUPERSEDED SURVEY CONTROL
 LY1413
 LY1413  NGVD 29 (??/??/92)  292.420  (m)          959.38   (f) ADJ UNCH    2 0
 LY1413
 LY1413.Superseded values are not recommended for survey control.
 LY1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1413.See file dsdata.txt to determine how the superseded data were derived.
 LY1413
 LY1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL306665(NAD 83)
 LY1413_MARKER: DR = REFERENCE MARK DISK
 LY1413_SETTING: 0 = UNSPECIFIED SETTING
 LY1413_STAMPING: HOME NO 2 1959
 LY1413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1413
 LY1413  HISTORY     - Date     Condition        Report By
 LY1413  HISTORY     - 1959     MONUMENTED       CGS
 LY1413
 LY1413                          STATION DESCRIPTION
 LY1413
 LY1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1413'AT WILKES BARRE.
 LY1413'0.10 MILE SOUTH WEST ALONG U.S. 315 FROM THE NORTH MOST ENTRANCE
 LY1413'TO THE V.A. HOSPITAL THENCE NORTH EAST ALONG BLACKTOP ROAD FOR
 LY1413'0.90 MILE THENCE 0.10 MILE NORTH ON STREET THENCE ABOUT 100 YARDS
 LY1413'ACROSS COUNTRY NORTH TO RIDGE AND RM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2815 ***********************************************************************
 KW2815  DESIGNATION -  HOMINY
 KW2815  PID         -  KW2815
 KW2815  STATE/COUNTY-  PA/PERRY
 KW2815  USGS QUAD   -  NEWPORT (1973)
 KW2815
 KW2815                         *CURRENT SURVEY CONTROL
 KW2815  ___________________________________________________________________
 KW2815* NAD 83(1992)-  40 29 50.07920(N)    077 13 13.51872(W)     ADJUSTED  
 KW2815* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 KW2815  ___________________________________________________________________
 KW2815  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 KW2815  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KW2815
 KW2815  HORZ ORDER  -  SECOND
 KW2815
 KW2815.The horizontal coordinates were established by classical geodetic methods
 KW2815.and adjusted by the National Geodetic Survey in June 2002..
 KW2815
 KW2815.The orthometric height was scaled from a topographic map.
 KW2815
 KW2815.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2815
 KW2815.The geoid height was determined by GEOID03.
 KW2815
 KW2815;                    North         East     Units Scale Factor Converg.
 KW2815;SPC PA S     -   129,369.698   644,890.918   MT  0.99995983   +0 20 36.9
 KW2815;SPC PA S     -   424,440.42  2,115,779.62   sFT  0.99995983   +0 20 36.9
 KW2815;UTM  18      - 4,485,317.205   311,839.925   MT  1.00003582   -1 26 32.6
 KW2815
 KW2815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2815!SPC PA S     -   0.99996110  x   0.99995983  =   0.99992093
 KW2815!UTM  18      -   0.99996110  x   1.00003582  =   0.99999692
 KW2815
 KW2815:                Primary Azimuth Mark                     Grid Az
 KW2815:SPC PA S     -  HOMINY AZ MK                             132 34 56.2
 KW2815:UTM  18      -  HOMINY AZ MK                             134 22 05.7
 KW2815
 KW2815|---------------------------------------------------------------------|
 KW2815| PID    Reference Object                     Distance      Geod. Az  |
 KW2815|                                                           dddmmss.s |
 KW2815| CK7495 HOMINY AZ MK                                       1325533.1 |
 KW2815| CK7496 HOMINY RM 1                           6.755 METERS 26208     |
 KW2815| CK7497 HOMINY RM 2                           5.892 METERS 35513     |
 KW2815|---------------------------------------------------------------------|
 KW2815
 KW2815                          SUPERSEDED SURVEY CONTROL
 KW2815
 KW2815  NAD 83(1986)-  40 29 50.07815(N)    077 13 13.52090(W) AD(       ) 2
 KW2815  NAD 27      -  40 29 49.78100(N)    077 13 14.57600(W) AD(       ) 2
 KW2815
 KW2815.Superseded values are not recommended for survey control.
 KW2815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2815.See file dsdata.txt to determine how the superseded data were derived.
 KW2815
 KW2815_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK1184085317(NAD 83)
 KW2815_MARKER: DS = TRIANGULATION STATION DISK
 KW2815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2815
 KW2815  HISTORY     - Date     Condition        Report By
 KW2815  HISTORY     - 1942     MONUMENTED       CGS
 KW2815  HISTORY     - 1952     GOOD             AMS
 KW2815
 KW2815                          STATION DESCRIPTION
 KW2815
 KW2815'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW2815'STATION IS LOCATED ABOUT 5 MILES W OF NEWPORT, 1-1/2 MILES S BY E OF
 KW2815'DONNELLYS MILL, ON THE TOP OF ONE OF THE KNOLLS ON HOMINY RIDGE, ON
 KW2815'LAND OWNED AND OCCUPIED BY MR. W.A. LATCHFORD.  STATION IS ON THE W
 KW2815'EDGE OF FIELD, ALONG THE EDGE OF WOODS, AND ABOUT 50 YARDS NE OF
 KW2815'THE SW CORNER OF THE FIELD.  THE RIDGE IN THE WOODS IS ABOUT 5 FEET
 KW2815'HIGHER THAN THE STATION, AND ABOUT 50 YARDS TO THE SW OF THE
 KW2815'STATION.  THE STATION MARK IS STAMPED HOMINY, 1942 AND PROJECTS ABOUT
 KW2815'4 INCHES.
 KW2815'
 KW2815'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KW2815'BRONZE DISKS SET IN CONCRETE.
 KW2815'
 KW2815'REFERENCE MARK NO. 1 IS IN THE WOODS, ABOUT 10 FEET W OF THE EDGE OF
 KW2815'THE FIELD.  THE MARK PROJECTS ABOUT 4 INCHES AND IS STAMPED HOMINY,
 KW2815'NO. 1, 1942.
 KW2815'
 KW2815'REFERENCE MARK NO. 2 IS IN THE WOODS, ABOUT 10 FEET W OF THE EDGE OF
 KW2815'FIELD.  THE MARK PROJECTS ABOUT 4 INCHES AND IS STAMPED HOMINY,
 KW2815'NO. 2, 1942.
 KW2815'
 KW2815'THE AZIMUTH MARK IS ABOUT 0.3 MILE SE OF STATION, ABOUT 10 FEET SW OF
 KW2815'THE DIRT ROAD, ON A SMALL RIDGE WHICH IS ABOUT 10 FEET HIGHER THAN
 KW2815'THE ROADWAY.
 KW2815'
 KW2815'STATION IS REACHED FROM THE SQUARE IN NEWPORT BY GOING SW ON STATE
 KW2815'HIGHWAY 34 FOR 2 BLOCKS TO JUNCTION WITH STATE HIGHWAY 849,
 KW2815'THEN TURN RIGHT AND GO NORTHERLY ON STATE HIGHWAY 849 FOR 0.75 MILE,
 KW2815'THEN WESTERLY ON STATE HIGHWAY 849 FOR 2.75 MILES TO WILA POST
 KW2815'OFFICE.  CONTINUE WESTERLY ON STATE HIGHWAY 849 FOR 0.7 MILE TO A
 KW2815'DIRT SIDE ROAD AT SIGN DONNELLY MILL, 5 MILES, THEN TURN RIGHT
 KW2815'AND GO NW ON DIRT AND GRAVEL ROAD FOR 0.7 MILE TO A FORKS, THEN LEFT
 KW2815'FORK ON DIRT ROAD, CROSS BRIDGE AND UP VALLEY WESTERLY FOR 0.8
 KW2815'MILE TO CROSSROADS AT BRICK SCHOOL ON RIGHT.  TURN RIGHT AND GO N
 KW2815'ON DIRT ROAD FOR 0.75 MILE TO CROSSROADS.  (AZIMUTH MARK IS LOCATED
 KW2815'ON RIDGE JUST BEFORE REACHING ABOVE CROSS ROAD.) TURN LEFT AND GO
 KW2815'0.05 MILE, THEN RIGHT FORK FOR 0.05 MILE, THEN RIGHT FORK UPHILL FOR
 KW2815'0.05 MILE TO A FORKS, THEN LEFT FORK UPHILL FOR 0.2 MILE TO
 KW2815'MR. LATCHFORDS HOUSE.  CONTINUE STRAIGHT AHEAD N AND NW ON TRAIL ROAD
 KW2815'UP THROUGH FIELD FOR 0.15 MILE TO TOP OF RIDGE, THEN TURN LEFT AND
 KW2815'FOLLOW TRAIL THROUGH WOODS ALONG TOP OF RIDGE FOR 0.05 MILE, THEN GO
 KW2815'LEFT THROUGH THE WOODS ABOUT 30 YARDS TO STATION AS DESCRIBED.
 KW2815
 KW2815                          STATION RECOVERY (1952)
 KW2815
 KW2815'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 KW2815'THE STATION, A STANDARD USC AND GS BRONZE TRIANGULATION DISC, SET IN
 KW2815'THE TOP OF A 1 FOOT SQUARE CONCRETE POST, PROJECTING 4
 KW2815'INCHES, WAS RECOVERED AS DESCRIBED, WITH THE FOLLOWING CORRECTIONS
 KW2815'AND ADDITIONS-
 KW2815'
 KW2815'NOTE - A MISTAKE WAS MADE IN SETTING THE MONUMENT, I.E., THE MARK SET
 KW2815'AS AN AZIMUTH MARK IS ACTUALLY A REFERENCE MARK, STAMPED HOMINY NO
 KW2815'2 1942.  THE MARK SET AS REFERENCE MARK 2, IS ACTUALLY THE AZIMUTH
 KW2815'MARK, AND IS STAMPED HOMINY 1942.
 KW2815'
 KW2815'STATION IS ON THE W EDGE OF PINE WOODS (FORMERLY A FIELD).  CONTINUE
 KW2815'STRAIGHT AHEAD N AND NW ON TRAIL ROAD UP THROUGH FIELD FOR 0.15
 KW2815'MILES TO TOP OF RIDGE, THEN TURN RIGHT AND FOLLOW TRAIL THROUGH WOODS
 KW2815'ALONG TOP OF RIDGE FOR 0.05 MILES, THEN GO RIGHT THROUGH THE WOODS
 KW2815'ABOUT 30 YARDS TO STATION AS DESCRIBED.
 KW2815'
 KW2815'THE STATION IS 56.7 FEET E OF AN ISOLATED PINE TREE ON SE SIDE OF
 KW2815'TRAIL ON RIDGE, 73.5 FEET SE OF, AND PERPENDICULAR TO CENTERLINE
 KW2815'RIDGE TRAIL, 143 FEET NE OF NW CORNER OF FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0642 ***********************************************************************
 LY0642  DESIGNATION -  HOMMEL
 LY0642  PID         -  LY0642
 LY0642  STATE/COUNTY-  PA/PIKE
 LY0642  USGS QUAD   -  MILFORD (1995)
 LY0642
 LY0642                         *CURRENT SURVEY CONTROL
 LY0642  ___________________________________________________________________
 LY0642* NAD 83(1992)-  41 19 34.02967(N)    074 52 07.41404(W)     ADJUSTED  
 LY0642* NAVD 88     -       413.000  (meters)    1354.98   (feet)  ADJUSTED  
 LY0642  ___________________________________________________________________
 LY0642  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 LY0642  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LY0642  DYNAMIC HT  -         412.819 (meters)    1354.39  (feet)  COMP
 LY0642  MODELED GRAV-     980,173.6   (mgal)                       NAVD 88
 LY0642
 LY0642  HORZ ORDER  -  SECOND
 LY0642  VERT ORDER  -  SECOND    CLASS 0
 LY0642
 LY0642.The horizontal coordinates were established by classical geodetic methods
 LY0642.and adjusted by the National Geodetic Survey in June 2002..
 LY0642
 LY0642.The orthometric height was determined by differential leveling
 LY0642.and adjusted by the National Geodetic Survey in June 1991..
 LY0642
 LY0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY0642
 LY0642.The geoid height was determined by GEOID03.
 LY0642
 LY0642.The dynamic height is computed by dividing the NAVD 88
 LY0642.geopotential number by the normal gravity value computed on the
 LY0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0642.degrees latitude (g = 980.6199 gals.).
 LY0642
 LY0642.The modeled gravity was interpolated from observed gravity values.
 LY0642
 LY0642;                    North         East     Units Scale Factor Converg.
 LY0642;SPC PA N     -   132,773.250   841,163.122   MT  0.99995810   +1 54 21.9
 LY0642;SPC PA N     -   435,606.90  2,759,716.01   sFT  0.99995810   +1 54 21.9
 LY0642;UTM  18      - 4,574,968.742   510,985.739   MT  0.99960149   +0 05 12.1
 LY0642
 LY0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY0642!SPC PA N     -   0.99994027  x   0.99995810  =   0.99989837
 LY0642!UTM  18      -   0.99994027  x   0.99960149  =   0.99954178
 LY0642
 LY0642|---------------------------------------------------------------------|
 LY0642| PID    Reference Object                     Distance      Geod. Az  |
 LY0642|                                                           dddmmss.s |
 LY0642| LY0643 HOMMEL RM 1                          14.851 METERS 17227     |
 LY0642| LY0650 LAUER                               APPROX. 3.6 KM 2933738.2 |
 LY0642| LY0644 HOMMEL RM 2                          16.481 METERS 30823     |
 LY0642|---------------------------------------------------------------------|
 LY0642
 LY0642                          SUPERSEDED SURVEY CONTROL
 LY0642
 LY0642  NAD 83(1996)-  41 19 34.02982(N)    074 52 07.41412(W) AD(       ) 2
 LY0642  NAD 83(1996)-  41 19 34.03010(N)    074 52 07.41480(W) AD(       ) 2
 LY0642  NAD 83(1986)-  41 19 34.03230(N)    074 52 07.41429(W) AD(       ) 2
 LY0642  NAD 27      -  41 19 33.69350(N)    074 52 08.81110(W) AD(       ) 2
 LY0642  NGVD 29 (??/??/92)  413.177  (m)         1355.56   (f) ADJ UNCH    2 0
 LY0642
 LY0642.Superseded values are not recommended for survey control.
 LY0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0642.See file dsdata.txt to determine how the superseded data were derived.
 LY0642
 LY0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1098674969(NAD 83)
 LY0642_MARKER: DB = BENCH MARK DISK
 LY0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0642_STAMPING: HOMMEL 1959
 LY0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0642+STABILITY: SURFACE MOTION
 LY0642
 LY0642  HISTORY     - Date     Condition        Report By
 LY0642  HISTORY     - 1959     MONUMENTED       CGS
 LY0642  HISTORY     - 1959     GOOD             CGS
 LY0642
 LY0642                          STATION DESCRIPTION
 LY0642
 LY0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY0642'THE STATION IS LOCATED IN DINGMANS TOWNSHIP ON A HIGH TIMBER COVERED
 LY0642'RIDGE, ABOUT 3.5 MILES EAST OF MILFORD, ABOUT 7.5 MILES NORTH OF
 LY0642'DINGMANS FERRY AND IS ON PROPERTY OWNED BY MR. RICHARD HOMMEL.
 LY0642'
 LY0642'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 6, 206 AND 209
 LY0642'IN MILFORD, GO NORTHWEST ON HIGHWAY 6 FOR 0.2 MILE TO SIXTH STREET.
 LY0642'TURN LEFT AND GO SOUTH ON SIXTH STREET AND STATE HIGHWAY 962 FOR 1.25
 LY0642'MILES TO A Y-INTERSECTION AND SIGN ON RIGHT CLIFF PARK INN, KEEP
 LY0642'RIGHT AND CONTINUE ON GRAVELED ROAD FOR 0.05 MILE TO A FORK, KEEP
 LY0642'STRAIGHT AHEAD, ON THE MAIN GRAVELED ROAD FOR 0.95 MILE TO A SIDE
 LY0642'ROAD LEFT, CONTINUE STRAIGHT AHEAD, SOUTHWEST, ON THE MAIN GRAVELED
 LY0642'ROAD FOR 0.85 MILE TO A GRAVELED SIDE ROAD LEFT AND THE MAIL BOX OF
 LY0642'MR. EDW. L. STRATON ON THE RIGHT.  TURN LEFT AND GO SOUTH AND WEST ON
 LY0642'THE GRAVELED SIDE ROAD FOR 0.5 MILE TO THE SUMMIT OF A HILL, TO A
 LY0642'WOODS ROAD AND A 10-INCH TRIANGULAR BLAZED OAK TREE ON THE RIGHT.
 LY0642'TURN RIGHT AND GO NORTH AND NORTHEAST ON THE WOODS ROAD FOR 0.1 MILE
 LY0642'TO A 10-INCH TRIANGULAR BLAZED OAK TREE ON THE LEFT, CONTINUE
 LY0642'NORTH ON THE WOODS ROAD FOR ABOUT 77 FEET, TO A 15-INCH TRIANGULAR
 LY0642'BLAZED PINE TREE AND STATION ON THE RIGHT, EAST SIDE OF THE ROAD.
 LY0642'
 LY0642'THE STATION MARK, A STANDARD DISK STAMPED HOMMEL 1959, IS SET IN THE
 LY0642'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 LY0642'OF THE GROUND.  IT IS 77 FEET NORTH-NORTHEAST OF A 6-INCH OAK TREE
 LY0642'WITH A TRIANGULAR BLAZE, 15 FEET EAST OF A WOODS TRACK ROAD, 82
 LY0642'FEET WEST-SOUTHWEST OF A STANDARD METAL WITNESS POST AND MARKER AND
 LY0642'27 FEET NORTHWEST OF A 15-INCH PINE TREE WITH A TRIANGULAR BLAZE.
 LY0642'
 LY0642'REFERENCE MARK 1, A STANDARD DISK STAMPED HOMMEL NO 1 1959, IS
 LY0642'CEMENTED IN A DRILL HOLE IN TOP OF A 24 BY 26 INCH BOULDER
 LY0642'WHICH PROJECTS 1 FOOT.  IT IS 39 FEET EAST-NORTHEAST OF A TRIANGULAR
 LY0642'BLAZED OAK TREE, 39 FEET SOUTHWEST OF THE TRIANGULAR BLAZED PINE
 LY0642'TREE, 53 FEET SOUTH-SOUTHWEST OF THE STANDARD METAL WITNESS POST AND
 LY0642'MARKER AND 27 FEET EAST OF THE WOODS ROAD.
 LY0642'
 LY0642'REFERENCE MARK 2, A STANDARD DISK STAMPED HOMMEL NO 2 1959, IS
 LY0642'CEMENTED IN A DRILL HOLE IN TOP OF A 3-1/2 BY 5 FOOT OUTCROPPING
 LY0642'BEDROCK WHICH PROJECTS 3 INCHES.  IT IS 27 FEET WEST OF THE WOODS
 LY0642'ROAD, 58 FEET WEST-NORTHWEST OF A STANDARD METAL WITNESS POST AND
 LY0642'MARKER, AND 81 FEET NORTHWEST OF THE TRIANGULAR BLAZED PINE TREE.
 LY0642'
 LY0642'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LY0642
 LY0642                          STATION RECOVERY (1959)
 LY0642
 LY0642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 LY0642'8.2 MI NW FROM MILFORD.
 LY0642'0.2 MILE SOUTHWEST ALONG U.S. HIGHWAY NO 6 FROM THE COUNTY
 LY0642'COURT HOUSE IN MILFORD, THENCE 4.85 MILE NORTHWEST ALONG U.S. 6
 LY0642'TO A BLACKTOP ROAD JUNCTION, THENCE 0.1 MILE SOUTHWEST ON BLACKTOP
 LY0642'ROAD TO A BLACKTOP ROAD JUNCTION, THENCE 2.4 MILE SOUTH ON A
 LY0642'BLACKTOP ROAD TO A GRAVEL ROAD JUNCTION, THENCE 0.55 MILE
 LY0642'NORTHWEST ON THE GRAVEL ROAD TO A WOODS ROAD NORTH-NORTHWEST,
 LY0642'THENCE 0.1 MILE NORTH-NORTHWEST ON THE WOODS ROAD TO A TRIANGULAR
 LY0642'BLAZED OAK TREE AND THE STATION.  SET IN THE TOP OF A SQUARE
 LY0642'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 77 FT. NORTH-NE
 LY0642'OF A 6 INCH OAK TREE WITH TRIANGULAR BLAZE 15 FT. EAST OF WOODS
 LY0642'TRACK ROAD, 82 FT. WEST-SW OF A STANDARD METAL WITNESS POST AND
 LY0642'MARKER AND 27 FT. NW OF A 15 INCH PINE TREE WITH A TRIANGULAR
 LY0642'BLAZE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0643 ***********************************************************************
 LY0643  DESIGNATION -  HOMMEL RM 1
 LY0643  PID         -  LY0643
 LY0643  STATE/COUNTY-  PA/PIKE
 LY0643  USGS QUAD   -  MILFORD (1995)
 LY0643
 LY0643                         *CURRENT SURVEY CONTROL
 LY0643  ___________________________________________________________________
 LY0643* NAD 83(1986)-  41 19 33.     (N)    074 52 07.     (W)     SCALED    
 LY0643* NAVD 88     -       412.718  (meters)    1354.06   (feet)  ADJUSTED  
 LY0643  ___________________________________________________________________
 LY0643  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LY0643  DYNAMIC HT  -         412.538 (meters)    1353.47  (feet)  COMP
 LY0643  MODELED GRAV-     980,173.6   (mgal)                       NAVD 88
 LY0643
 LY0643  VERT ORDER  -  SECOND    CLASS 0
 LY0643
 LY0643.The horizontal coordinates were scaled from a topographic map and have
 LY0643.an estimated accuracy of +/- 6 seconds.
 LY0643
 LY0643.The orthometric height was determined by differential leveling
 LY0643.and adjusted by the National Geodetic Survey in June 1991..
 LY0643
 LY0643.The geoid height was determined by GEOID03.
 LY0643
 LY0643.The dynamic height is computed by dividing the NAVD 88
 LY0643.geopotential number by the normal gravity value computed on the
 LY0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0643.degrees latitude (g = 980.6199 gals.).
 LY0643
 LY0643.The modeled gravity was interpolated from observed gravity values.
 LY0643
 LY0643;                    North         East    Units  Estimated Accuracy
 LY0643;SPC PA N     -   132,740.      841,170.      MT  (+/- 180 meters Scaled)
 LY0643
 LY0643                          SUPERSEDED SURVEY CONTROL
 LY0643
 LY0643  NGVD 29 (??/??/92)  412.895  (m)         1354.64   (f) ADJ UNCH    2 0
 LY0643
 LY0643.Superseded values are not recommended for survey control.
 LY0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0643.See file dsdata.txt to determine how the superseded data were derived.
 LY0643
 LY0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL109749(NAD 83)
 LY0643_MARKER: DB = BENCH MARK DISK
 LY0643_SETTING: 80 = SET IN A BOULDER
 LY0643_SP_SET: BOULDER
 LY0643_STAMPING: HOMMEL RM 1 1959
 LY0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0643+STABILITY: SURFACE MOTION
 LY0643
 LY0643  HISTORY     - Date     Condition        Report By
 LY0643  HISTORY     - 1959     MONUMENTED       CGS
 LY0643
 LY0643                          STATION DESCRIPTION
 LY0643
 LY0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY0643'8.2 MI NW FROM MILFORD.
 LY0643'0.2 MILE SOUTHWEST ALONG U.S. HIGHWAY NO. 6 FROM THE COUNTY COURT
 LY0643'HOUSE IN MILFORD, THENCE 4.85 MILE NORTHWEST ALONG U.S. 6 TO A
 LY0643'BLACKTOP ROAD JUNCTION, THENCE 0.1 MILE SOUTHWEST ON BLACKTOP
 LY0643'ROAD TO A BLACKTOP ROAD JUNCTION, THENCE 2.4 MILE SOUTH ON A
 LY0643'BLACKTOP ROAD TO A GRAVEL ROAD JUNCTION, THENCE 0.55 MILE
 LY0643'NORTHWEST ON THE GRAVEL ROAD TO A WOODS ROAD NORTH-NORTHWEST,
 LY0643'THENCE 0.1 MILE NORTH-NORTHWEST ON THE WOODS ROAD TO A TRIANGULAR
 LY0643'BLAZED OAK TREE AND THE STATION.  SET IN TOP OF A 24 X 26 INCH
 LY0643'BOULDER PROJECTING 1 FOOT.  IT IS 39 FEET EAST-NORTHEAST OF A
 LY0643'TRIANGULAR BLAZED OAK TREE, 39 FEET SOUTHWEST OF THE TRIANGULAR
 LY0643'BLAZED PINE TREE, 53 FEET SOUTH-SOUTHWEST OF THE STANDARD METAL
 LY0643'WITNESS POST AND MARKER AND 27 FEET EAST OF THE WOODS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0644 ***********************************************************************
 LY0644  DESIGNATION -  HOMMEL RM 2
 LY0644  PID         -  LY0644
 LY0644  STATE/COUNTY-  PA/PIKE
 LY0644  USGS QUAD   -  MILFORD (1995)
 LY0644
 LY0644                         *CURRENT SURVEY CONTROL
 LY0644  ___________________________________________________________________
 LY0644* NAD 83(1986)-  41 19 33.     (N)    074 52 07.     (W)     SCALED    
 LY0644* NAVD 88     -       413.465  (meters)    1356.51   (feet)  ADJUSTED  
 LY0644  ___________________________________________________________________
 LY0644  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LY0644  DYNAMIC HT  -         413.284 (meters)    1355.92  (feet)  COMP
 LY0644  MODELED GRAV-     980,173.6   (mgal)                       NAVD 88
 LY0644
 LY0644  VERT ORDER  -  SECOND    CLASS 0
 LY0644
 LY0644.The horizontal coordinates were scaled from a topographic map and have
 LY0644.an estimated accuracy of +/- 6 seconds.
 LY0644
 LY0644.The orthometric height was determined by differential leveling
 LY0644.and adjusted by the National Geodetic Survey in June 1991..
 LY0644
 LY0644.The geoid height was determined by GEOID03.
 LY0644
 LY0644.The dynamic height is computed by dividing the NAVD 88
 LY0644.geopotential number by the normal gravity value computed on the
 LY0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0644.degrees latitude (g = 980.6199 gals.).
 LY0644
 LY0644.The modeled gravity was interpolated from observed gravity values.
 LY0644
 LY0644;                    North         East    Units  Estimated Accuracy
 LY0644;SPC PA N     -   132,740.      841,170.      MT  (+/- 180 meters Scaled)
 LY0644
 LY0644                          SUPERSEDED SURVEY CONTROL
 LY0644
 LY0644  NGVD 29 (??/??/92)  413.642  (m)         1357.09   (f) ADJ UNCH    2 0
 LY0644
 LY0644.Superseded values are not recommended for survey control.
 LY0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0644.See file dsdata.txt to determine how the superseded data were derived.
 LY0644
 LY0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL109749(NAD 83)
 LY0644_MARKER: DB = BENCH MARK DISK
 LY0644_SETTING: 66 = SET IN ROCK OUTCROP
 LY0644_SP_SET: BEDROCK
 LY0644_STAMPING: HOMMEL RM 2 1959
 LY0644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY0644+STABILITY: POSITION/ELEVATION WELL
 LY0644
 LY0644  HISTORY     - Date     Condition        Report By
 LY0644  HISTORY     - 1959     MONUMENTED       CGS
 LY0644
 LY0644                          STATION DESCRIPTION
 LY0644
 LY0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY0644'8.2 MI NW FROM MILFORD.
 LY0644'0.2 MILE SOUTHWEST ALONG U.S. HIGHWAY NO. 6 FROM THE COUNTY COURT
 LY0644'HOUSE IN MILFORD, THENCE 4.85 MILE NORTHWEST ALONG U.S. 6 TO A
 LY0644'BLACKTOP ROAD JUNCTION, THENCE 0.1 MILE SOUTHWEST ON BLACKTOP
 LY0644'ROAD TO A BLACKTOP ROAD JUNCTION, THENCE 2.4 MILE SOUTH ON A
 LY0644'BLACKTOP ROAD TO A GRAVEL ROAD JUNCTION, THENCE 0.55 MILE
 LY0644'NORTHWEST ON THE GRAVEL ROAD TO A WOODS ROAD NORTH-NORTHWEST,
 LY0644'THENCE 0.1 MILE NORTH-NORTHWEST ON THE WOODS ROAD TO A TRIANGULAR
 LY0644'BLAZED OAK TREE AND THE STATION.  SET IN TOP OF A 3-1/2 X 5 FOOT
 LY0644'OUTCROPPING BEDROCK WHICH PROJECTS 3 INCHES.  IT IS 27 FEET
 LY0644'WEST OF WOODS ROAD, 58 FEET WEST-NORTHWEST OF A STANDARD METAL
 LY0644'WITNESS POST AND MARKER AND 81 FEET NORTHWEST OF THE TRIANGULAR
 LY0644'BLAZED PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2848 ***********************************************************************
 LY2848  CBN         -  This is a Cooperative Base Network Control Station.
 LY2848  DESIGNATION -  HONEPORT
 LY2848  PID         -  LY2848
 LY2848  STATE/COUNTY-  PA/WAYNE
 LY2848  USGS QUAD   -  HONESDALE (1980)
 LY2848
 LY2848                         *CURRENT SURVEY CONTROL
 LY2848  ___________________________________________________________________
 LY2848* NAD 83(1992)-  41 30 59.52489(N)    075 15 08.03201(W)     ADJUSTED  
 LY2848* NAVD 88     -       409.0    (meters)    1342.     (feet)  GPS OBS   
 LY2848  ___________________________________________________________________
 LY2848  X           -   1,217,592.198 (meters)                     COMP
 LY2848  Y           -  -4,625,470.670 (meters)                     COMP
 LY2848  Z           -   4,205,797.941 (meters)                     COMP
 LY2848  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 LY2848  ELLIP HEIGHT-         377.88  (meters)          (03/28/01) GPS OBS
 LY2848  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 LY2848
 LY2848  HORZ ORDER  -  A
 LY2848  ELLP ORDER  -  THIRD     CLASS II
 LY2848
 LY2848.The horizontal coordinates were established by GPS observations
 LY2848.and adjusted by the National Geodetic Survey in March 2001..
 LY2848
 LY2848.The orthometric height was determined by GPS observations and a
 LY2848.high-resolution geoid model.
 LY2848
 LY2848.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2848
 LY2848.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2848
 LY2848.The ellipsoidal height was determined by GPS observations
 LY2848.and is referenced to NAD 83.
 LY2848
 LY2848.The geoid height was determined by GEOID03.
 LY2848
 LY2848;                    North         East     Units Scale Factor Converg.
 LY2848;SPC PA N     -   152,914.656   808,463.489   MT  0.99995833   +1 39 08.5
 LY2848;SPC PA N     -   501,687.50  2,652,433.96   sFT  0.99995833   +1 39 08.5
 LY2848;UTM  18      - 4,596,130.599   478,953.440   MT  0.99960545   -0 10 01.9
 LY2848
 LY2848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2848!SPC PA N     -   0.99994073  x   0.99995833  =   0.99989907
 LY2848!UTM  18      -   0.99994073  x   0.99960545  =   0.99954621
 LY2848
 LY2848:                Primary Azimuth Mark                     Grid Az
 LY2848:SPC PA N     -  HONEPORT AZ MK                           163 56 12.5
 LY2848:UTM  18      -  HONEPORT AZ MK                           165 45 22.9
 LY2848
 LY2848|---------------------------------------------------------------------|
 LY2848| PID    Reference Object                     Distance      Geod. Az  |
 LY2848|                                                           dddmmss.s |
 LY2848| LY2849 HONEPORT AZ MK                      478.666 METERS 1653521.0 |
 LY2848|---------------------------------------------------------------------|
 LY2848
 LY2848                          SUPERSEDED SURVEY CONTROL
 LY2848
 LY2848  NAD 83(1996)-  41 30 59.52267(N)    075 15 08.02458(W) AD(       ) 3
 LY2848  NAD 83(1996)-  41 30 59.52265(N)    075 15 08.02451(W) AD(       ) 3
 LY2848  NAD 83(1986)-  41 30 59.51566(N)    075 15 08.01636(W) AD(       ) 3
 LY2848  NGVD 29 (09/11/89)  409.8    (m)         1344.     (f) GPS OBS        
 LY2848
 LY2848.Superseded values are not recommended for survey control.
 LY2848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2848.See file dsdata.txt to determine how the superseded data were derived.
 LY2848
 LY2848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL7895396131(NAD 83)
 LY2848_MARKER: DH = HORIZONTAL CONTROL DISK
 LY2848_SETTING: 66 = SET IN ROCK OUTCROP
 LY2848_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LY2848_STAMPING: HONEPORT 1988
 LY2848_MARK LOGO: NGS   
 LY2848_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2848_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY2848+STABILITY: POSITION/ELEVATION WELL
 LY2848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2848+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2005
 LY2848
 LY2848  HISTORY     - Date     Condition        Report By
 LY2848  HISTORY     - 1988     MONUMENTED       NGS
 LY2848  HISTORY     - 20000425 GOOD             PADT
 LY2848  HISTORY     - 20000911 GOOD             PADT
 LY2848  HISTORY     - 20010720 GOOD             PADT
 LY2848  HISTORY     - 20050519 GOOD             PADT
 LY2848
 LY2848                          STATION DESCRIPTION
 LY2848
 LY2848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LY2848'THE STATION IS LOCATED ABOUT 6.4 KM (4.00 MI) NORTHWEST OF HAWLEY, 6.0
 LY2848'KM (3.75 MI) SOUTH OF HONESDALE, AT THE HONESDALE-CHERRY RIDGE
 LY2848'AIRPORT, IN TOP OF A FLUSH EXPOSURE OF OUTCROP IN THE WEST EDGE OF A
 LY2848'DRAIN, AND IN THE SOUTHWEST ANGLE OF THE JUNCTION OF THE NORTH END OF
 LY2848'THE TAXIWAY AND THE SINGLE ASPHALT RUNWAY.
 LY2848'OWNERSHIP--CHESTER SIEPIELA, RD 2 BOX 1600, HONESDALE PA 18431.  PHONE
 LY2848'717-235-5833.
 LY2848'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 LY2848'HIGHWAY 191 AT THE LACKAWAXEN RIVER BRIDGE IN HONESDALE, GO SOUTHEAST
 LY2848'THROUGH TOWN FOR 1.0 KM (0.60 MI) ON HIGHWAYS 6 AND 191 TO A
 LY2848'T-JUNCTION AT THE SOUTH END OF TOWN.  TURN RIGHT AND GO SOUTH FOR 3.5
 LY2848'KM (2.15 MI) ON HIGHWAY 191 TO A SLANTED CROSSROAD.  CONTINUE STRAIGHT
 LY2848'AHEAD AND GO SOUTHWEST FOR 1.9 KM (1.20 MI) ON HIGHWAY 191 TO A PAVED
 LY2848'SIDE ROAD ON THE RIGHT JUST BEFORE REACHING AN OVERPASS.  TURN RIGHT
 LY2848'AND GO SOUTHWEST FOR 0.2 KM (0.10 MI) ON THE PAVED ROAD TO A
 LY2848'T-JUNCTION.  TURN LEFT AND GO SOUTHEAST FOR 1.3 KM (0.80 MI) ON STATE
 LY2848'ROAD 3028 PASSING OVER HIGHWAY 191 TO A PAVED SIDE ROAD ON THE RIGHT.
 LY2848'CONTINUE STRAIGHT AHEAD AND GO SOUTHEAST FOR 0.3 KM (0.20 MI) ON ROAD
 LY2848'3028 TO A GRAVEL ROAD ON THE LEFT IN THE WOODS.  TURN LEFT AND GO
 LY2848'NORTHEAST FOR 0.3 KM (0.20 MI) ON THE GRAVEL AIRPORT ENTRANCE ROAD TO
 LY2848'A SHORT LANE ON THE RIGHT AT A HANGAR AND A ROPE FENCE.  TURN RIGHT
 LY2848'AND GO EAST FOR 0.1 KM (0.05 MI) ON THE LANE PASSING THROUGH THE ROPE
 LY2848'FENCE AND ON THE ASPHALT APRON TO THE PARALLEL TAXIWAY AT THE GAS
 LY2848'PUMPS.  TURN LEFT AND GO NORTH FOR 0.2 KM (0.10 MI) ON THE PARALLEL
 LY2848'TAXIWAY TO THE STATION ON THE RIGHT JUST AS YOU REACH THE HOLDING
 LY2848'STRIPE AND JUST BEFORE REACHING THE RUNWAY.
 LY2848'THE STATION IS A STANDARD NGS DISK SET INTO A DRILL HOLE IN THE TOP OF
 LY2848'A 1.5 BY 3.2 METER EXPOSURE OF OUTCROP FLUSH WITH THE GROUND.  LOCATED
 LY2848'30.4 M (99.7 FT) WEST FROM THE CENTER OF THE RUNWAY, 30.0 M (98.4 FT)
 LY2848'SOUTH FROM THE CENTER OF THE CONNECTING TAXIWAY, 24.1 M (79.1 FT)
 LY2848'SOUTH FROM THE SOUTH END OF A 40 CM METAL CULVERT PIPE UNDER THE
 LY2848'CONNECTING TAXIWAY, 20.9 M (68.6 FT) EAST-SOUTHEAST FROM THE CENTER OF
 LY2848'THE PARALLEL TAXIWAY, 20.8 M (68.2 FT) NORTH-NORTHWEST FROM THE SECOND
 LY2848'WHITE RUNWAY LIGHT ON THE WEST SIDE OF THE RUNWAY SOUTH FROM THE
 LY2848'CONNECTING TAXIWAY, AND 1.7 M (5.6 FT) WEST FROM THE EAST EDGE OF THE
 LY2848'OUTCROP.
 LY2848'DESCRIBED BY C.L. SMITH, TYPED BY L.M. WEGNER.
 LY2848
 LY2848                          STATION RECOVERY (2000)
 LY2848
 LY2848'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (AM)
 LY2848'PHONE NUMBER FOR AIRPORT MANGER HAS CHANGED AREA CODE TO 570.
 LY2848' 
 LY2848'ALSO STATION IS 15 FT (4.6 M) WEST OF A DITCH BETWEEN THE RUNWAY
 LY2848'AND TAXIWAY.
 LY2848' 
 LY2848' 
 LY2848'
 LY2848
 LY2848                          STATION RECOVERY (2000)
 LY2848
 LY2848'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (CLH)
 LY2848'RECOVERED AS DESCRIBED.
 LY2848'
 LY2848
 LY2848                          STATION RECOVERY (2001)
 LY2848
 LY2848'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (CIH)
 LY2848'RECOVERED AS DESCRIBED.
 LY2848'
 LY2848
 LY2848                          STATION RECOVERY (2005)
 LY2848
 LY2848'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (JMT)
 LY2848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2849 ***********************************************************************
 LY2849  DESIGNATION -  HONEPORT AZ MK
 LY2849  PID         -  LY2849
 LY2849  STATE/COUNTY-  PA/WAYNE
 LY2849  USGS QUAD   -  HONESDALE (1980)
 LY2849
 LY2849                         *CURRENT SURVEY CONTROL
 LY2849  ___________________________________________________________________
 LY2849* NAD 83(1992)-  41 30 44.49767(N)    075 15 02.89479(W)     ADJUSTED  
 LY2849* NAVD 88     -       406.5    (meters)    1334.     (feet)  VERTCON   
 LY2849  ___________________________________________________________________
 LY2849  X           -   1,217,785.072 (meters)                     COMP
 LY2849  Y           -  -4,625,735.381 (meters)                     COMP
 LY2849  Z           -   4,205,448.822 (meters)                     COMP
 LY2849  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 LY2849  ELLIP HEIGHT-         374.93  (meters)          (06/21/02) GPS OBS
 LY2849  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 LY2849
 LY2849  HORZ ORDER  -  THIRD
 LY2849  ELLP ORDER  -  FOURTH    CLASS I
 LY2849
 LY2849.The horizontal coordinates were established by GPS observations
 LY2849.and adjusted by the National Geodetic Survey in June 2002..
 LY2849
 LY2849.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2849
 LY2849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LY2849
 LY2849.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2849
 LY2849.The ellipsoidal height was determined by GPS observations
 LY2849.and is referenced to NAD 83.
 LY2849
 LY2849.The geoid height was determined by GEOID03.
 LY2849
 LY2849;                    North         East     Units Scale Factor Converg.
 LY2849;SPC PA N     -   152,454.698   808,595.929   MT  0.99995821   +1 39 11.9
 LY2849;SPC PA N     -   500,178.46  2,652,868.48   sFT  0.99995821   +1 39 11.9
 LY2849;UTM  18      - 4,595,666.832   479,071.167   MT  0.99960539   -0 09 58.4
 LY2849
 LY2849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2849!SPC PA N     -   0.99994120  x   0.99995821  =   0.99989941
 LY2849!UTM  18      -   0.99994120  x   0.99960539  =   0.99954661
 LY2849
 LY2849:                Primary Azimuth Mark                     Grid Az
 LY2849:SPC PA N     -  HONEPORT                                 343 56 12.6
 LY2849:UTM  18      -  HONEPORT                                 345 45 22.9
 LY2849
 LY2849|---------------------------------------------------------------------|
 LY2849| PID    Reference Object                     Distance      Geod. Az  |
 LY2849|                                                           dddmmss.s |
 LY2849| LY2848 HONEPORT                            478.666 METERS 3453524.5 |
 LY2849|---------------------------------------------------------------------|
 LY2849
 LY2849                          SUPERSEDED SURVEY CONTROL
 LY2849
 LY2849  NAD 83(1996)-  41 30 44.49644(N)    075 15 02.89024(W) AD(       ) 3
 LY2849  NAD 83(1996)-  41 30 44.49642(N)    075 15 02.89018(W) AD(       ) 3
 LY2849  NAD 83(1986)-  41 30 44.48950(N)    075 15 02.88191(W) AD(       ) 3
 LY2849  NGVD 29 (09/11/89)  406.7    (m)         1334.     (f) GPS OBS        
 LY2849
 LY2849.Superseded values are not recommended for survey control.
 LY2849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2849.See file dsdata.txt to determine how the superseded data were derived.
 LY2849
 LY2849_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL7907195667(NAD 83)
 LY2849_MARKER: I = METAL ROD
 LY2849_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2849_SP_SET: STAINLESS STEEL ROD
 LY2849_STAMPING: HONEPORT AZ MK 1988
 LY2849_MARK LOGO: NGS   
 LY2849_PROJECTION: FLUSH
 LY2849_MAGNETIC: I = MARKER IS A STEEL ROD
 LY2849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY2849+SATELLITE: SATELLITE OBSERVATIONS - 1988
 LY2849_ROD/PIPE-DEPTH: 9.7  meters
 LY2849
 LY2849  HISTORY     - Date     Condition        Report By
 LY2849  HISTORY     - 1988     MONUMENTED       NGS
 LY2849
 LY2849                          STATION DESCRIPTION
 LY2849
 LY2849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LY2849'THE STATION IS LOCATED ABOUT 6.4 KM (4.00 MI) NORTHWEST OF HAWLEY, 6.0
 LY2849'KM (3.75 MI) SOUTH OF HONESDALE, AT THE HONESDALE-CHERRY RIDGE
 LY2849'AIRPORT, IN THE NORTHWEST ANGLE OF THE JUNCTION OF THE TAXIWAY AND THE
 LY2849'SOUTH END OF THE SINGLE ASPHALT RUNWAY.
 LY2849'OWNERSHIP--CHESTER SIEPIELA, RD 2 BOX 1600, HONESDALE PA 18431.  PHONE
 LY2849'717-235-5833.
 LY2849'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 LY2849'HIGHWAY 191 AT THE LACKAWAXEN RIVER BRIDGE IN HONESDALE, GO SOUTHWEST
 LY2849'THROUGH TOWN FOR 1.0 KM (0.60 MI) ON HIGHWAYS 6 AND 191 TO A
 LY2849'T-JUNCTION AT THE SOUTH END OF TOWN.  TURN RIGHT AND GO SOUTH FOR 3.5
 LY2849'KM (2.15 MI) ON HIGHWAY 191 TO A SLANTED CROSSROAD.  CONTINUE STRAIGHT
 LY2849'AHEAD AND GO SOUTHWEST FOR 1.9 KM (1.20 MI) ON HIGHWAY 191 TO A PAVED
 LY2849'SIDE ROAD ON THE RIGHT JUST BEFORE REACHING AN OVERPASS.  TURN RIGHT
 LY2849'AND GO SOUTHWEST FOR 0.2 KM (0.10 MI) ON THE PAVED ROAD TO A
 LY2849'T-JUNCTION.  TURN LEFT AND GO SOUTHEAST FOR 1.3 KM (0.80 MI) ON STATE
 LY2849'ROAD 3028 PASSING OVER HIGHWAY 191 TO A PAVED SIDE ROAD ON THE RIGHT.
 LY2849'CONTINUE STRAIGHT AHEAD AND GO SOUTHEAST FOR 0.3 KM (0.20 MI) ON STATE
 LY2849'ROAD 3028 TO A GRAVEL SIDE ROAD ON THE LEFT IN THE WOODS.  TURN LEFT
 LY2849'AND GO NORTHEAST FOR 0.3 KM (0.20 MI) ON THE GRAVEL AIRPORT ENTRANCE
 LY2849'ROAD TO A SHORT LANE ON THE RIGHT AT A HANGAR AND ROPE FENCE.  TURN
 LY2849'RIGHT AND GO EAST FOR 0.1 KM (0.05 MI) ON THE LANE PASSING THROUGH THE
 LY2849'ROPE FENCE AND ON THE ASPHALT APRON TO A PARALLEL TAXIWAY AT THE GAS
 LY2849'PUMPS.  TURN RIGHT AND GO SOUTH FOR 0.3 KM (0.20 MI) ON THE PARALLEL
 LY2849'TAXIWAY TO THE STATION ON THE LEFT JUST BEFORE REACHING THE RUNWAY.
 LY2849'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 LY2849'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 9.7 METERS IN A GREASE
 LY2849'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 LY2849'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 LY2849'42.4 M (139.1 FT) NORTHWEST FROM THE CENTER OF THE RUNWAY AT THE SOUTH
 LY2849'END OF THE RUNWAY, 29.6 M (97.1 FT) SOUTH-SOUTHWEST FROM THE FIRST
 LY2849'WHITE RUWNAY LIGHT ON THE WEST SIDE OF THE RUNWAY FROM THE SOUTH END
 LY2849'OF THE RUNWAY, 19.4 M (63.6 FT) WEST FROM THE CENTER OF THE RUNWAY,
 LY2849'17.1 M (56.1 FT) EAST-NORTHEAST FROM THE CENTER OF THE PARALLEL
 LY2849'TAXIWAY, AND 14.3 M (46.9 FT) NORTH FROM THE NORTHEAST END OF A 40 CM
 LY2849'METAL CULVERT PIPE UNDER THE TAXIWAY.
 LY2849'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1067 ***********************************************************************
 LY1067  DESIGNATION -  HONESDALE
 LY1067  PID         -  LY1067
 LY1067  STATE/COUNTY-  PA/WAYNE
 LY1067  USGS QUAD   -  HONESDALE (1980)
 LY1067
 LY1067                         *CURRENT SURVEY CONTROL
 LY1067  ___________________________________________________________________
 LY1067* NAD 83(1986)-  41 34 28.     (N)    075 15 19.     (W)     SCALED    
 LY1067* NAVD 88     -       296.33   (+/-2cm)     972.2    (feet)  VERTCON   
 LY1067  ___________________________________________________________________
 LY1067  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 LY1067
 LY1067  VERT ORDER  -  ? (See Below)
 LY1067
 LY1067.The horizontal coordinates were scaled from a topographic map and have
 LY1067.an estimated accuracy of +/- 6 seconds.
 LY1067
 LY1067.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY1067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY1067.The vertical order pertains to the NGVD 29 superseded value.
 LY1067
 LY1067.The geoid height was determined by GEOID03.
 LY1067
 LY1067;                    North         East    Units  Estimated Accuracy
 LY1067;SPC PA N     -   159,340.      808,020.      MT  (+/- 180 meters Scaled)
 LY1067
 LY1067                          SUPERSEDED SURVEY CONTROL
 LY1067
 LY1067  NGVD 29 (??/??/92)  296.519  (m)          972.83   (f) ADJ UNCH    ?  
 LY1067
 LY1067.Superseded values are not recommended for survey control.
 LY1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1067.See file dsdata.txt to determine how the superseded data were derived.
 LY1067
 LY1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM787025(NAD 83)
 LY1067_MARKER: DB = BENCH MARK DISK
 LY1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1067_SP_SET: STONE POST
 LY1067_STAMPING: HONESDALE 1934
 LY1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1067+STABILITY: SURFACE MOTION
 LY1067
 LY1067  HISTORY     - Date     Condition        Report By
 LY1067  HISTORY     - 1934     MONUMENTED       LOCENG
 LY1067  HISTORY     - 1951     GOOD             NGS
 LY1067  HISTORY     - 1988     GOOD             USPSQD
 LY1067  HISTORY     - 1989     GOOD             USPSQD
 LY1067
 LY1067                          STATION DESCRIPTION
 LY1067
 LY1067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LY1067'AT HONESDALE.
 LY1067'AT HONESDALE, WAYNE COUNTY, IN THE SQUARE IN FRONT OF THE
 LY1067'COURTHOUSE, BETWEEN 9TH AND 10TH AND CHURCH AND COURT STREETS, ON
 LY1067'THE NORTH ONE OF THE TWO VERY PROMINENT STONES DEFINING THE
 LY1067'TRUE MERIDIAN.  A BRONZE DISK, STAMPED HONESDALE 1934 AND SET
 LY1067'IN THE TOP OF A STONE POST.
 LY1067
 LY1067                          STATION RECOVERY (1988)
 LY1067
 LY1067'RECOVERY NOTE BY US POWER SQUADRON 1988 (LRF)
 LY1067'RECOVERED IN GOOD CONDITION.
 LY1067
 LY1067                          STATION RECOVERY (1989)
 LY1067
 LY1067'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 LY1067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2672 ***********************************************************************
 LY2672  DESIGNATION -  HONESDALE
 LY2672  PID         -  LY2672
 LY2672  STATE/COUNTY-  PA/WAYNE
 LY2672  USGS QUAD   -  HONESDALE (1980)
 LY2672
 LY2672                         *CURRENT SURVEY CONTROL
 LY2672  ___________________________________________________________________
 LY2672* NAD 83(1992)-  41 34 14.73892(N)    075 15 45.27637(W)     ADJUSTED  
 LY2672* NAVD 88     -       296.33   (+/-2cm)     972.2    (feet)  VERTCON   
 LY2672  ___________________________________________________________________
 LY2672  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 LY2672  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 LY2672
 LY2672  HORZ ORDER  -  FIRST
 LY2672  VERT ORDER  -  THIRD ? (See Below)
 LY2672
 LY2672.The horizontal coordinates were established by classical geodetic methods
 LY2672.and adjusted by the National Geodetic Survey in June 2002..
 LY2672
 LY2672.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2672.The vertical order pertains to the NGVD 29 superseded value.
 LY2672
 LY2672.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2672
 LY2672.The geoid height was determined by GEOID03.
 LY2672
 LY2672;                    North         East     Units Scale Factor Converg.
 LY2672;SPC PA N     -   158,909.670   807,427.342   MT  0.99996041   +1 38 43.9
 LY2672;SPC PA N     -   521,356.14  2,649,034.54   sFT  0.99996041   +1 38 43.9
 LY2672;UTM  18      - 4,602,153.362   478,108.478   MT  0.99960590   -0 10 27.2
 LY2672
 LY2672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2672!SPC PA N     -   0.99995838  x   0.99996041  =   0.99991880
 LY2672!UTM  18      -   0.99995838  x   0.99960590  =   0.99956430
 LY2672
 LY2672|---------------------------------------------------------------------|
 LY2672| PID    Reference Object                     Distance      Geod. Az  |
 LY2672|                                                           dddmmss.s |
 LY2672| CF3233 HONESDALE RM 1                       27.785 METERS 05212     |
 LY2672| CF3234 HONESDALE RM 2                       25.990 METERS 13301     |
 LY2672| LY2673 MOOSIC                              APPROX.14.3 KM 2800631.9 |
 LY2672| CF3232 HONESDALE AZ MK                                    3122256.1 |
 LY2672|---------------------------------------------------------------------|
 LY2672
 LY2672                          SUPERSEDED SURVEY CONTROL
 LY2672
 LY2672  NAD 83(1996)-  41 34 14.73872(N)    075 15 45.27616(W) AD(       ) 1
 LY2672  NAD 83(1996)-  41 34 14.73885(N)    075 15 45.27619(W) AD(       ) 1
 LY2672  NAD 83(1986)-  41 34 14.74104(N)    075 15 45.27603(W) AD(       ) 1
 LY2672  NAD 27      -  41 34 14.42100(N)    075 15 46.64400(W) AD(       ) 1
 LY2672  NGVD 29 (07/19/86)  296.52   (m)          972.8    (f) LEVELING    3  
 LY2672
 LY2672.Superseded values are not recommended for survey control.
 LY2672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2672.See file dsdata.txt to determine how the superseded data were derived.
 LY2672
 LY2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM7810802153(NAD 83)
 LY2672_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2672
 LY2672  HISTORY     - Date     Condition        Report By
 LY2672  HISTORY     - 1942     MONUMENTED       CGS
 LY2672  HISTORY     - 1957     SEE DESCRIPTION  CGS
 LY2672
 LY2672                          STATION DESCRIPTION
 LY2672
 LY2672'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 LY2672'STATION IS LOCATED AT THE HONESDALE CITY WATER WORKS RESERVOIR WHICH
 LY2672'IS ON A LOW HILL OVERLOOKING THE CITY, ABOUT 1 MILE SW OF THE
 LY2672'COURTHOUSE, 100 FEET E OF THE E EDGE OF THE RESERVOIR, 102 FEET S OF
 LY2672'THE NE FENCE CORNER OF THE FENCE AROUND THE RESERVOIR, AND 8 FEET
 LY2672'W OF THE FENCE.  IT IS STAMPED HONESDALE 1942 AND IS SET ABOU 12
 LY2672'INCHES BELOW THE SURFACE
 LY2672'
 LY2672'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD DISKS SET IN
 LY2672'CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LY2672'
 LY2672'REFERENCE MARKS ARE STANDARD DISKS SET FLUSH IN DRILL HOLES IN
 LY2672'BOULDERS WHICH ARE FLUSH WITH THE GROUND.
 LY2672'
 LY2672'REFERENCE MARK NO. 1, STAMPED HONESDALE NO 1 1942, IS E OF THE
 LY2672'STATION, 25 FEET NE OF A CHERRY TREE AND 36 FEET W OF A
 LY2672'POWER LINE.
 LY2672'
 LY2672'REFERENCE MARK NO. 2, STAMPED HONESDALE NO 2 1942, IS SE OF THE
 LY2672'STATION, 15 FEET S OF A 15-INCH CHERRY TREE, AND 40 FEET E OF
 LY2672'THE RESERVOIR FENCE.
 LY2672'
 LY2672'THE AZIMUTH MARK, STAMPED HONESDALE 1942, IS NW OF THE STATION, 36
 LY2672'FEET N OF THE CENTER LINE OF U.S. HIGHWAY 6, 56 FEET N OF THE
 LY2672'HONESDALE CITY LIMIT SIGN, 9 FEET W OF A FENCE CORNER, 3 FEET S OF A
 LY2672'WHITE REFERENCE POST, AND PROJECTS ABOUT 4 INCHES.
 LY2672'
 LY2672'TO REACH THE AZIMUTH MARK FROM HONESDALE, GO W ON U.S. HIGHWAY 6 FOR
 LY2672'ABOUT 1 MILE TO THE HONESDALE CITY LIMIT SIGN ON THE LEFT AND THE
 LY2672'AZIMUTH MARK ON THE RIGHT.
 LY2672'
 LY2672'A 64-FOOT SIGNAL AT MOOSIC IS VISIBLE AT 10 FEET.  A 64-FOOT SIGNAL
 LY2672'AT QUARRY IS VISIBLE AT 37 FEET.  A 90-FOOT SIGNAL AT VINE 1940
 LY2672'(USGS) IS VISIBLE AT THE GROUND.
 LY2672
 LY2672                          STATION RECOVERY (1957)
 LY2672
 LY2672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CTH)
 LY2672'STATION WAS RECOVERED IN GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH
 LY2672'HAS BEEN GRADED AROUND AND IS NOW PROJECTING ABOUT 24 INCHES.
 LY2672'IT IS 144 FEET EAST OF A POWER LINE POLE, 36 FEET NORTH OF THE CENTER
 LY2672'LINE OF U.S. HIGHWAY 6, 1.2 MILES WEST OF THE POST OFFICE IN
 LY2672'HONESDALE.
 LY2672'
 LY2672'THE STATION MARK IS 10 FEET SOUTHWEST OF A 12 INCH, TRIANGULAR BLAZED
 LY2672'PINE TREE, 20 FEET NORTH OF A 10 INCH PINE TREE, 106 FEET SOUTH OF
 LY2672'A FENCE CORNER AND 8 FEET WEST OF A FENCE.  THE DISK IS IN BEDROCK,
 LY2672'12 INCHES UNDERGROUND.  THE AZIMUTH MARK WILL NOT SEE THE
 LY2672'STATION WITHOUT CONSIDERABLE CLEARING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2914 ***********************************************************************
 KW2914  DESIGNATION -  HONEY
 KW2914  PID         -  KW2914
 KW2914  STATE/COUNTY-  PA/MIFFLIN
 KW2914  USGS QUAD   -  BURNHAM (1973)
 KW2914
 KW2914                         *CURRENT SURVEY CONTROL
 KW2914  ___________________________________________________________________
 KW2914* NAD 83(1992)-  40 41 02.38009(N)    077 31 38.56995(W)     ADJUSTED  
 KW2914* NAVD 88     -       573.     (meters)    1880.     (feet)  SCALED    
 KW2914  ___________________________________________________________________
 KW2914  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 KW2914  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 KW2914
 KW2914  HORZ ORDER  -  FIRST
 KW2914
 KW2914.The horizontal coordinates were established by classical geodetic methods
 KW2914.and adjusted by the National Geodetic Survey in June 2002..
 KW2914
 KW2914.The orthometric height was scaled from a topographic map.
 KW2914
 KW2914.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2914
 KW2914.The geoid height was determined by GEOID03.
 KW2914
 KW2914;                    North         East     Units Scale Factor Converg.
 KW2914;SPC PA S     -   149,995.918   618,818.673   MT  0.99996777   +0 08 40.0
 KW2914;SPC PA S     -   492,111.61  2,030,240.93   sFT  0.99996777   +0 08 40.0
 KW2914;SPC PA N     -    57,475.972   618,819.996   MT  1.00003815   +0 08 50.2
 KW2914;SPC PA N     -   188,569.08  2,030,245.27   sFT  1.00003815   +0 08 50.2
 KW2914;UTM  18      - 4,506,750.273   286,420.962   MT  1.00016151   -1 38 53.5
 KW2914
 KW2914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2914!SPC PA S     -   0.99991542  x   0.99996777  =   0.99988320
 KW2914!SPC PA N     -   0.99991542  x   1.00003815  =   0.99995357
 KW2914!UTM  18      -   0.99991542  x   1.00016151  =   1.00007692
 KW2914
 KW2914:                Primary Azimuth Mark                     Grid Az
 KW2914:SPC PA S     -  SHADE                                    187 57 17.1
 KW2914:SPC PA N     -  SHADE                                    187 57 06.9
 KW2914:UTM  18      -  SHADE                                    189 44 50.6
 KW2914
 KW2914|---------------------------------------------------------------------|
 KW2914| PID    Reference Object                     Distance      Geod. Az  |
 KW2914|                                                           dddmmss.s |
 KW2914| KW2921 SHADE                               APPROX.19.0 KM 1880557.1 |
 KW2914| CK7498 HONEY RM 1                            5.772 METERS 23507     |
 KW2914| CK7499 HONEY RM 2                            9.760 METERS 33008     |
 KW2914|---------------------------------------------------------------------|
 KW2914
 KW2914                          SUPERSEDED SURVEY CONTROL
 KW2914
 KW2914  NAD 83(1986)-  40 41 02.37809(N)    077 31 38.57385(W) AD(       ) 1
 KW2914  NAD 27      -  40 41 02.13100(N)    077 31 39.59300(W) AD(       ) 1
 KW2914
 KW2914.Superseded values are not recommended for survey control.
 KW2914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2914.See file dsdata.txt to determine how the superseded data were derived.
 KW2914
 KW2914_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL8642106750(NAD 83)
 KW2914_MARKER: DS = TRIANGULATION STATION DISK
 KW2914_SETTING: 80 = SET IN A BOULDER
 KW2914_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KW2914
 KW2914  HISTORY     - Date     Condition        Report By
 KW2914  HISTORY     - 1935     MONUMENTED       CGS
 KW2914
 KW2914                          STATION DESCRIPTION
 KW2914
 KW2914'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KW2914'THIS FIRST-ORDER STATION IS LOCATED ABOUT 6 MILES NNE OF LEWISTOWN,
 KW2914'3 1/2 MILES NE OF REEDSVILLE, AND 1-3/4 MILES SE OF HONEY CREEK POST
 KW2914'OFFICE ON A HIGH POINT OF JACKS MOUNTAIN.  IT IS ON PROPERTY OWNED
 KW2914'EITHER BY THE BERNUM STEEL CO., OF THE CAMBRIA STEEL COMPANY.
 KW2914'
 KW2914'THE STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A 9- BY 9-FOOT
 KW2914'BOULDER.  A 15-FOOT POLE SIGNAL WAS LEFT STANDING.  THE
 KW2914'STATION IS LOCATED IN AREA COVERED WITH VERY LARGE FLAT BOULDERS.
 KW2914'
 KW2914'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 KW2914'IN A LARGE BOULDER 12- BY 4-FEET.  IT IS 18.94 FEET (5.772
 KW2914'METERS), W FROM THE STATION.
 KW2914'
 KW2914'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 KW2914'IN A 3-FOOT SQUARE BOULDER.  IT IS 32.03 FEET (9.760 METERS), N
 KW2914'FROM THE STATION.
 KW2914'
 KW2914'TO REACH FROM LEWISTOWN, GO N ON U.S. HIGHWAY 322 TO REEDSVILLE.
 KW2914'TURN RIGHT ON STATE HIGHWAY 972 AND GO 3.6 MILES TO HONEY CREEK.
 KW2914'CONTINUE 0.65 MILE TO T-ROAD RIGHT AT SMALL BRIDGE.  TURN RIGHT, GO
 KW2914'0.4 MILE TO HOME OF MR. LEWIS LEMBO, ON LEFT.  (MR. LEMBO, VISITED
 KW2914'STATION AND MIGHT GUIDE PARTY IN.) FROM HERE TAKE RIGHT HAND ROAD
 KW2914'LEADING UP THE HILL, GO 0.6 MILE TO HOUSE.  LEAVE TRUCK HERE.
 KW2914'FROM HERE, FOLLOW TRAIL SE, LEADING UP THE RIDGE (FIRST 200 YARDS IS
 KW2914'ON LEFT SIDE OF RAVINE), FOR ABOUT 0.4 MILE, TURN LEFT ON A DIM
 KW2914'WOODS ROAD AND CONTINUE ABOUT 0.4 MILE, THEN TURN RIGHT AND GO
 KW2914'STRAIGHT UP TO CREST OF RIDGE.  LINES ON NW SIDE OF RIDGE WERE
 KW2914'CLEARED.
 KW2914'
 KW2914'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3549 ***********************************************************************
 KV3549  DESIGNATION -  HONEY RESET
 KV3549  PID         -  KV3549
 KV3549  STATE/COUNTY-  PA/CHESTER
 KV3549  USGS QUAD   -  HONEY BROOK (1983)
 KV3549
 KV3549                         *CURRENT SURVEY CONTROL
 KV3549  ___________________________________________________________________
 KV3549* NAD 83(1992)-  40 05 16.70872(N)    075 55 02.61232(W)     ADJUSTED  
 KV3549* NAVD 88     -       223.37   (+/-2cm)     732.8    (feet)  VERTCON   
 KV3549  ___________________________________________________________________
 KV3549  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 KV3549  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KV3549
 KV3549  HORZ ORDER  -  SECOND
 KV3549  VERT ORDER  -  THIRD (See Below)
 KV3549
 KV3549.The horizontal coordinates were established by classical geodetic methods
 KV3549.and adjusted by the National Geodetic Survey in June 2002..
 KV3549
 KV3549.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV3549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV3549.The vertical order pertains to the NGVD 29 superseded value.
 KV3549
 KV3549.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3549
 KV3549.The geoid height was determined by GEOID03.
 KV3549
 KV3549;                    North         East     Units Scale Factor Converg.
 KV3549;SPC PA S     -    85,412.843   756,277.990   MT  0.99997942   +1 11 20.3
 KV3549;SPC PA S     -   280,225.30  2,481,222.04   sFT  0.99997942   +1 11 20.3
 KV3549;UTM  18      - 4,437,924.833   421,791.677   MT  0.99967530   -0 35 26.9
 KV3549
 KV3549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3549!SPC PA S     -   0.99997030  x   0.99997942  =   0.99994972
 KV3549!UTM  18      -   0.99997030  x   0.99967530  =   0.99964561
 KV3549
 KV3549|---------------------------------------------------------------------|
 KV3549| PID    Reference Object                     Distance      Geod. Az  |
 KV3549|                                                           dddmmss.s |
 KV3549| KV2472 HONEY RM 1                            8.665 METERS 04757     |
 KV3549| AJ2362 HONEY AZ MK                                        0541946.3 |
 KV3549| KV2474 HONEY RM 2                            6.931 METERS 31717     |
 KV3549|---------------------------------------------------------------------|
 KV3549
 KV3549                          SUPERSEDED SURVEY CONTROL
 KV3549
 KV3549  NAD 83(1991)-  40 05 16.70704(N)    075 55 02.61356(W) AD(       ) 2
 KV3549  NAD 83(1986)-  40 05 16.69967(N)    075 55 02.61528(W) AD(       ) 2
 KV3549  NGVD 29 (??/??/??)  223.62   (m)          733.7    (f) RESET       3  
 KV3549
 KV3549.Superseded values are not recommended for survey control.
 KV3549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3549.See file dsdata.txt to determine how the superseded data were derived.
 KV3549
 KV3549_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK2179237925(NAD 83)
 KV3549_MARKER: DS = TRIANGULATION STATION DISK
 KV3549_SETTING: 66 = SET IN ROCK OUTCROP
 KV3549_SP_SET: ROCK OUTCROP
 KV3549_STAMPING: HONEY 1966 1980
 KV3549_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV3549+STABILITY: POSITION/ELEVATION WELL
 KV3549
 KV3549  HISTORY     - Date     Condition        Report By
 KV3549  HISTORY     - 1980     MONUMENTED       CGS
 KV3549  HISTORY     - 1980     GOOD             NGS
 KV3549  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV3549  HISTORY     - 19910330 MARK NOT FOUND   USPSQD
 KV3549  HISTORY     - 19910702 MARK NOT FOUND   USPSQD
 KV3549
 KV3549                          STATION DESCRIPTION
 KV3549
 KV3549'DESCRIBED BY COAST AND GEODETIC SURVEY 1980
 KV3549'1.5 MI S FROM HONEY BROOK.
 KV3549'LOCATED O.5 MILE SOUTH ALONG STATE HIGHWAY 10 FROM THE POST OFFICE IN
 KV3549'HONEY BROOK, 0.1 MILE WEST OF STATE HIGHWAY 10, ON A LOW HILL
 KV3549'199.6 FEET WEST OF THE NORTHWEST CORNER OF THE KINGDOM HALL OF
 KV3549'JEHOVAH'S WITNESSES CHURCH, 39.5 FEET SOUTHEAST OF A ROCK LEDGE,
 KV3549'24 FEET NORTH OF A 24 INCH NUT TREE AND 11.5 FEET SOUTH OF A
 KV3549'PROPERTY CORNER PIN.
 KV3549
 KV3549                          STATION RECOVERY (1980)
 KV3549
 KV3549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 KV3549'THE STATION MARK WAS FOUND DAMAGED.  A NEW STATION DISK WAS SET IN THE
 KV3549'SAME HORIZONTAL POSITION AS THE ORIGINAL DISK.  REFERENCE MARKS ONE
 KV3549'AND TWO ALONG WITH THE AZIMUTH MARK WERE ALL FOUND IN GOOD
 KV3549'CONDITION.  THE DISTANCES AND DIRECTION TO ALL OBJECTS WERE FOUND TO
 KV3549'BE WITHIN CLOSE AGREEMENT WITH THE PUBLISHED OBSERVATIONS AND
 KV3549'MEASUREMENTS.
 KV3549'
 KV3549'A COMPLETE NEW DESCRIPTION FOLLOWS.
 KV3549'
 KV3549'THE STATION IS LOCATED ABOUT 7 AIRLINE MILES NORTH OF THE
 KV3549'INTERSECTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY 10, 1/2 MILES SOUTH
 KV3549'OF HONEY BROOK AND ON PROPERTY OWNED BY JEHOVAHS WITNESSES CHURCH.
 KV3549'
 KV3549'TO REACH THE STATION FROM THE POST OFFICE IN HONEY BROOK, GO SOUTH ON
 KV3549'STATE HIGHWAY 10 FOR 0.5 MILE TO THE KINGDOM HALL OF JEHOVAHS
 KV3549'WITNESSES CHURCH ON THE RIGHT AND THE STATION JUST WEST OF THE CHURCH
 KV3549'ON A LOW HILL.
 KV3549'
 KV3549'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 KV3549'---HONEY 1966 1980---SET INTO ROCK OUTCROP LOCATED 60.84 METERS
 KV3549'(199.6 FEET) W FROM THE NORTHWEST CORNER OF THE CHURCH, 12.04 METERS
 KV3549'(39.5 FEET) SE FROM A DEEP ROCK LEDGE AND OUTCROP, 7.3 METERS (24
 KV3549'FEET) N FROM A 24-INCH NUT TREE, AND 3.51 METERS (11.5 FEET) S FROM A
 KV3549'PROPERTY CORNER PIN.
 KV3549'
 KV3549'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 KV3549'NOS) DISK STAMPED---HONEY NO 1 1966---SET INTO ROCK OUTCROP LOCATED
 KV3549'53.3 METERS (175 FEET) W FROM THE NORTHWEST CORNER OF THE CHURCH,
 KV3549'18.0 METERS (59 FEET) SE FROM THE ROCK LEDGE, 13.7 METERS (45 FEET)
 KV3549'NE FROM THE NUT TREE, AND 1/2 FOOT LOWER THAN THE STATION.
 KV3549'
 KV3549'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 KV3549'NOS) DISK STAMPED---HONEY NO 2 1966---SET INTO ROCK OUTCROP LOCATED
 KV3549'64.6 METERS (212 FEET) W FROM THE NORTHWEST CORNER OF THE CHURCH,
 KV3549'15.5 METERS (51 FEET) N FROM THE NUT TREE, 6.7 METERS (22 FEET) E
 KV3549'FROM THE ROCK LEDGE, AND 1/2 FOOT LOWER THAN THE STATION.
 KV3549'
 KV3549'AZIMUTH MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 KV3549'NOS) DISK STAMPED---HONEY 1966---SET INTO THE TOP OF A SQUARE
 KV3549'CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE FLUSH WITH THE GROUND
 KV3549'LOCATED 5.8 METERS (19 FEET) NW FROM THE CENTER OF WEST WALNUT ROAD,
 KV3549'6.1 METERS (20 FEET) SW FROM THE CENTER OF PARK STREET, 0.9 METER (3
 KV3549'FEET) S FROM A POWERLINE POLE NUMBERED 26124 51427 528143, AND 0.52
 KV3549'METER (1.7 FEET) NW FROM A WITNESS POST.
 KV3549'
 KV3549'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE HIGHWAY
 KV3549'10 FOR 0.15 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHEAST
 KV3549'ON WEST WALNUT ROAD FOR 0.3 MILE TO A CROSS ROADS AND THE MARK IN THE
 KV3549'SOUTHWEST ANGLE OF THE INTERSECTION.
 KV3549
 KV3549                          STATION RECOVERY (1990)
 KV3549
 KV3549'RECOVERY NOTE BY US POWER SQUADRON 1990 (JDC)
 KV3549'MARK NOT FOUND.
 KV3549
 KV3549                          STATION RECOVERY (1991)
 KV3549
 KV3549'RECOVERY NOTE BY US POWER SQUADRON 1991 (MB)
 KV3549'MARK NOT FOUND.
 KV3549
 KV3549                          STATION RECOVERY (1991)
 KV3549
 KV3549'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSU)
 KV3549'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2472 ***********************************************************************
 KV2472  DESIGNATION -  HONEY RM 1
 KV2472  PID         -  KV2472
 KV2472  STATE/COUNTY-  PA/CHESTER
 KV2472  USGS QUAD   -  HONEY BROOK (1983)
 KV2472
 KV2472                         *CURRENT SURVEY CONTROL
 KV2472  ___________________________________________________________________
 KV2472* NAD 83(1986)-  40 05 16.     (N)    075 55 02.     (W)     SCALED    
 KV2472* NAVD 88     -       223.200  (meters)     732.28   (feet)  ADJUSTED  
 KV2472  ___________________________________________________________________
 KV2472  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KV2472  DYNAMIC HT  -         223.083 (meters)     731.90  (feet)  COMP
 KV2472  MODELED GRAV-     980,095.9   (mgal)                       NAVD 88
 KV2472
 KV2472  VERT ORDER  -  SECOND    CLASS 0
 KV2472
 KV2472.The horizontal coordinates were scaled from a topographic map and have
 KV2472.an estimated accuracy of +/- 6 seconds.
 KV2472
 KV2472.The orthometric height was determined by differential leveling
 KV2472.and adjusted by the National Geodetic Survey in June 1991..
 KV2472
 KV2472.The geoid height was determined by GEOID03.
 KV2472
 KV2472.The dynamic height is computed by dividing the NAVD 88
 KV2472.geopotential number by the normal gravity value computed on the
 KV2472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2472.degrees latitude (g = 980.6199 gals.).
 KV2472
 KV2472.The modeled gravity was interpolated from observed gravity values.
 KV2472
 KV2472;                    North         East    Units  Estimated Accuracy
 KV2472;SPC PA S     -    85,390.      756,290.      MT  (+/- 180 meters Scaled)
 KV2472
 KV2472                          SUPERSEDED SURVEY CONTROL
 KV2472
 KV2472  NGVD 29 (??/??/??)  223.448  (m)          733.10   (f) ADJUSTED    2 0
 KV2472
 KV2472.Superseded values are not recommended for survey control.
 KV2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2472.See file dsdata.txt to determine how the superseded data were derived.
 KV2472
 KV2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK218379(NAD 83)
 KV2472_MARKER: DR = REFERENCE MARK DISK
 KV2472_SETTING: 66 = SET IN ROCK OUTCROP
 KV2472_SP_SET: BEDROCK
 KV2472_STAMPING: HONEY NO 1 1966
 KV2472_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV2472+STABILITY: POSITION/ELEVATION WELL
 KV2472
 KV2472  HISTORY     - Date     Condition        Report By
 KV2472  HISTORY     - 1966     MONUMENTED       CGS
 KV2472  HISTORY     - 1980     GOOD             NGS
 KV2472  HISTORY     - 1990     POOR             USPSQD
 KV2472  HISTORY     - 19910702 GOOD             USPSQD
 KV2472
 KV2472                          STATION DESCRIPTION
 KV2472
 KV2472'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2472'0.5 MI S FROM HONEY BROOK.
 KV2472'AT THE HONEY STATION SITE-- 22.74 FEET NORTHWEST OF THE STATION
 KV2472'MARK, 70 FEET SOUTH OF A WIRE FENCE, 45 FEET NORTH OF A 2-FOOT
 KV2472'HICKORY TREE, SET IN THE TOP OF AN OUTCROP OF BEDROCK AND IS
 KV2472'ABOUT LEVEL WITH THE STATION.
 KV2472
 KV2472                          STATION RECOVERY (1980)
 KV2472
 KV2472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 KV2472'RECOVERED IN GOOD CONDITION.
 KV2472
 KV2472                          STATION RECOVERY (1990)
 KV2472
 KV2472'RECOVERY NOTE BY US POWER SQUADRON 1990 (JDC)
 KV2472'MARK RECOVERED IN POOR CONDITION.
 KV2472
 KV2472                          STATION RECOVERY (1991)
 KV2472
 KV2472'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSU)
 KV2472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2474 ***********************************************************************
 KV2474  DESIGNATION -  HONEY RM 2
 KV2474  PID         -  KV2474
 KV2474  STATE/COUNTY-  PA/CHESTER
 KV2474  USGS QUAD   -  HONEY BROOK (1983)
 KV2474
 KV2474                         *CURRENT SURVEY CONTROL
 KV2474  ___________________________________________________________________
 KV2474* NAD 83(1986)-  40 05 16.     (N)    075 55 02.     (W)     SCALED    
 KV2474* NAVD 88     -       223.172  (meters)     732.19   (feet)  ADJUSTED  
 KV2474  ___________________________________________________________________
 KV2474  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KV2474  DYNAMIC HT  -         223.055 (meters)     731.81  (feet)  COMP
 KV2474  MODELED GRAV-     980,095.9   (mgal)                       NAVD 88
 KV2474
 KV2474  VERT ORDER  -  SECOND    CLASS 0
 KV2474
 KV2474.The horizontal coordinates were scaled from a topographic map and have
 KV2474.an estimated accuracy of +/- 6 seconds.
 KV2474
 KV2474.The orthometric height was determined by differential leveling
 KV2474.and adjusted by the National Geodetic Survey in June 1991..
 KV2474
 KV2474.The geoid height was determined by GEOID03.
 KV2474
 KV2474.The dynamic height is computed by dividing the NAVD 88
 KV2474.geopotential number by the normal gravity value computed on the
 KV2474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2474.degrees latitude (g = 980.6199 gals.).
 KV2474
 KV2474.The modeled gravity was interpolated from observed gravity values.
 KV2474
 KV2474;                    North         East    Units  Estimated Accuracy
 KV2474;SPC PA S     -    85,390.      756,290.      MT  (+/- 180 meters Scaled)
 KV2474
 KV2474                          SUPERSEDED SURVEY CONTROL
 KV2474
 KV2474  NGVD 29 (??/??/??)  223.421  (m)          733.01   (f) ADJUSTED    2 0
 KV2474
 KV2474.Superseded values are not recommended for survey control.
 KV2474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2474.See file dsdata.txt to determine how the superseded data were derived.
 KV2474
 KV2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK218379(NAD 83)
 KV2474_MARKER: DR = REFERENCE MARK DISK
 KV2474_SETTING: 66 = SET IN ROCK OUTCROP
 KV2474_SP_SET: BEDROCK
 KV2474_STAMPING: HONEY NO 2 1966
 KV2474_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV2474+STABILITY: POSITION/ELEVATION WELL
 KV2474
 KV2474  HISTORY     - Date     Condition        Report By
 KV2474  HISTORY     - 1966     MONUMENTED       CGS
 KV2474  HISTORY     - 1980     GOOD             NGS
 KV2474  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV2474  HISTORY     - 19910702 MARK NOT FOUND   USPSQD
 KV2474
 KV2474                          STATION DESCRIPTION
 KV2474
 KV2474'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2474'0.5 MI S FROM HONEY BROOK.
 KV2474'AT THE HONEY STATION SITE-- 28.43 FEET NORTHEAST OF THE STATION,
 KV2474'71 FEET SOUTH OF A WIRE FENCE, 51 FOOT NORTHWEST OF A 2-FOOT
 KV2474'HICKORY TREE, SET IN THE TOP OF A OUTCROP OF BEDROCK, FLUSH,
 KV2474'AND IS ABOUT LEVEL WITH THE STATION.
 KV2474
 KV2474                          STATION RECOVERY (1980)
 KV2474
 KV2474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 KV2474'RECOVERED IN GOOD CONDITION.
 KV2474
 KV2474                          STATION RECOVERY (1990)
 KV2474
 KV2474'RECOVERY NOTE BY US POWER SQUADRON 1990 (JDC)
 KV2474'MARK NOT FOUND.
 KV2474
 KV2474                          STATION RECOVERY (1991)
 KV2474
 KV2474'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSU)
 KV2474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1965 ***********************************************************************
 KX1965  DESIGNATION -  HOOD
 KX1965  PID         -  KX1965
 KX1965  STATE/COUNTY-  PA/INDIANA
 KX1965  USGS QUAD   -  AVONMORE (1998)
 KX1965
 KX1965                         *CURRENT SURVEY CONTROL
 KX1965  ___________________________________________________________________
 KX1965* NAD 83(1992)-  40 34 38.23626(N)    079 23 23.38118(W)     ADJUSTED  
 KX1965* NAVD 88     -       427.     (meters)    1401.     (feet)  SCALED    
 KX1965  ___________________________________________________________________
 KX1965  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 KX1965  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KX1965
 KX1965  HORZ ORDER  -  THIRD
 KX1965
 KX1965.The horizontal coordinates were established by classical geodetic methods
 KX1965.and adjusted by the National Geodetic Survey in June 2002..
 KX1965
 KX1965.The orthometric height was scaled from a topographic map.
 KX1965
 KX1965.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1965
 KX1965.The geoid height was determined by GEOID03.
 KX1965
 KX1965;                    North         East     Units Scale Factor Converg.
 KX1965;SPC PA S     -   139,412.192   461,168.354   MT  0.99996193   -1 03 50.1
 KX1965;SPC PA S     -   457,388.17  1,513,016.51   sFT  0.99996193   -1 03 50.1
 KX1965;UTM  17      - 4,493,079.533   636,282.169   MT  0.99982861   +1 02 51.1
 KX1965
 KX1965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX1965!SPC PA S     -   0.99993825  x   0.99996193  =   0.99990018
 KX1965!UTM  17      -   0.99993825  x   0.99982861  =   0.99976687
 KX1965
 KX1965:                Primary Azimuth Mark                     Grid Az
 KX1965:SPC PA S     -  TABERNACLE                               162 59 24.0
 KX1965:UTM  17      -  TABERNACLE                               160 52 42.8
 KX1965
 KX1965|---------------------------------------------------------------------|
 KX1965| PID    Reference Object                     Distance      Geod. Az  |
 KX1965|                                                           dddmmss.s |
 KX1965| KX1961 TABERNACLE                          APPROX. 7.3 KM 1615533.9 |
 KX1965|---------------------------------------------------------------------|
 KX1965
 KX1965                          SUPERSEDED SURVEY CONTROL
 KX1965
 KX1965  NAD 83(1986)-  40 34 38.24033(N)    079 23 23.38766(W) AD(       ) 3
 KX1965  NAD 27      -  40 34 38.01356(N)    079 23 24.23926(W) AD(       ) 3
 KX1965
 KX1965.Superseded values are not recommended for survey control.
 KX1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1965.See file dsdata.txt to determine how the superseded data were derived.
 KX1965
 KX1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE3628293080(NAD 83)
 KX1965_MARKER: DD = SURVEY DISK
 KX1965_SETTING: 0 = UNSPECIFIED SETTING
 KX1965_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX1965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1965
 KX1965  HISTORY     - Date     Condition        Report By
 KX1965  HISTORY     - 1899     MONUMENTED       USGS
 KX1965
 KX1965                          STATION DESCRIPTION
 KX1965
 KX1965'DESCRIBED BY US GEOLOGICAL SURVEY 1899 (AHT)
 KX1965'IN YOUNG TOWNSHIP, ABOUT 1.0 MI E. OF ELDERS RIDGE POST OFFICE, ON
 KX1965'HIGHEST POINT OF BARE ROUND-TOP HILL OWNED BY CLAVIN HOOD.
 KX1965'
 KX1965'STATION MARK--  STONE POST 28 BY 8 BY 8-IN. SET 24 IN. IN GROUND, IN
 KX1965'CENTER OF TOP OF WHICH IS CEMENTED A STANDARD DISK
 KX1965'MARKED---U S GEOLOGICAL SURVEY-PENNSYLVANIA---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU3105 ***********************************************************************
 JU3105  DESIGNATION -  HOOK 2
 JU3105  PID         -  JU3105
 JU3105  STATE/COUNTY-  PA/DELAWARE
 JU3105  USGS QUAD   -  WOODBURY (1995)
 JU3105
 JU3105                         *CURRENT SURVEY CONTROL
 JU3105  ___________________________________________________________________
 JU3105* NAD 83(1992)-  39 52 14.58163(N)    075 14 31.58416(W)     ADJUSTED  
 JU3105* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 JU3105  ___________________________________________________________________
 JU3105  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 JU3105  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU3105
 JU3105  HORZ ORDER  -  THIRD
 JU3105
 JU3105.The horizontal coordinates were established by classical geodetic methods
 JU3105.and adjusted by the National Geodetic Survey in June 2002..
 JU3105.No horizontal observational check was made to the station.
 JU3105
 JU3105.The orthometric height was scaled from a topographic map.
 JU3105
 JU3105.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU3105
 JU3105.The geoid height was determined by GEOID03.
 JU3105
 JU3105;                    North         East     Units Scale Factor Converg.
 JU3105;SPC PA S     -    62,714.826   814,535.403   MT  1.00001038   +1 37 37.6
 JU3105;SPC PA S     -   205,756.89  2,672,354.90   sFT  1.00001038   +1 37 37.6
 JU3105;SPC NJ       -   115,424.695    86,515.325   MT  0.99994960   -0 28 32.7
 JU3105;SPC NJ       -   378,689.19    283,842.36   sFT  0.99994960   -0 28 32.7
 JU3105;UTM  18      - 4,413,436.287   479,294.911   MT  0.99960528   -0 09 18.7
 JU3105
 JU3105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3105!SPC PA S     -   1.00000475  x   1.00001038  =   1.00001513
 JU3105!SPC NJ       -   1.00000475  x   0.99994960  =   0.99995435
 JU3105!UTM  18      -   1.00000475  x   0.99960528  =   0.99961002
 JU3105
 JU3105:                Primary Azimuth Mark                     Grid Az
 JU3105:SPC PA S     -  PHILADELPHIA 111TH WING TWR              043 04 07.6
 JU3105:SPC NJ       -  PHILADELPHIA 111TH WING TWR              045 10 17.9
 JU3105:UTM  18      -  PHILADELPHIA 111TH WING TWR              044 51 03.9
 JU3105
 JU3105|---------------------------------------------------------------------|
 JU3105| PID    Reference Object                     Distance      Geod. Az  |
 JU3105|                                                           dddmmss.s |
 JU3105| JU3180 PHILADELPHIA 111TH WING TWR         APPROX. 1.5 KM 0444145.2 |
 JU3105| CB2081 HOOK 2 RM 3                           6.502 METERS 08013     |
 JU3105| JU3104 MONUMENT 3 1969                       2.018 METERS 22141     |
 JU3105| JU3181 PHILADELPHIA INTL APT CONT TWR      APPROX. 0.6 KM 3431552.8 |
 JU3105| CB2080 HOOK 2 AZ MK                                       3435542.4 |
 JU3105|---------------------------------------------------------------------|
 JU3105
 JU3105                          SUPERSEDED SURVEY CONTROL
 JU3105
 JU3105  NAD 83(1996)-  39 52 14.58579(N)    075 14 31.58174(W) AD(       ) 3
 JU3105  NAD 83(1991)-  39 52 14.58272(N)    075 14 31.58253(W) AD(       ) 3
 JU3105  NAD 83(1986)-  39 52 14.57767(N)    075 14 31.58846(W) AD(       ) 3
 JU3105  NAD 27      -  39 52 14.17450(N)    075 14 32.92715(W) AD(       ) 3
 JU3105
 JU3105.Superseded values are not recommended for survey control.
 JU3105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3105.See file dsdata.txt to determine how the superseded data were derived.
 JU3105
 JU3105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK7929513436(NAD 83)
 JU3105_MARKER: DS = TRIANGULATION STATION DISK
 JU3105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3105_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JU3105
 JU3105  HISTORY     - Date     Condition        Report By
 JU3105  HISTORY     - 1969     MONUMENTED       CGS
 JU3105  HISTORY     - 1976     GOOD             NGS
 JU3105
 JU3105                          STATION DESCRIPTION
 JU3105
 JU3105'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 JU3105'STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF PHILADELPHIA, AT THE
 JU3105'PHILADELPHIA INTERNATIONAL AIRPORT, DIRECTLY ACROSS THE MAIN RUNWAY
 JU3105'FROM THE TERMINAL BUILDING AND CONTROL TOWER, IN THE GRASSY AREA
 JU3105'ALONG SOUTH SIDE OF RUNWAY.
 JU3105'
 JU3105'STATION IS BEST REACHED BY CONTACTING THE AIRPORT SUPERINTENDENT, WHO
 JU3105'WILL ARRANGE FOR AN ESCORT ACROSS THE RUNWAY, TO STATION.
 JU3105'
 JU3105'STATION MARK IS A STANDARD DISK STAMPED HOOK 2 1969, SET IN THE TOP
 JU3105'OF A 10-INCH-DIAMETER, CONCRETE MONUMENT FLUSH WITH GROUND.  IT IS
 JU3105'135 FEET SOUTH OF EDGE OF MAIN EAST-WEST RUNWAY, 329 FEET WEST OF
 JU3105'EDGE OF A NORTH-SOUTH TAXIWAY, 184 FEET WEST OF EDGE OF A NORTH-SOUTH
 JU3105'TAXIWAY, 184 FEET WEST OF AN IRON GRATING OVER A STORM-DRAIN, AND 8.5
 JU3105'FEET EAST-NORTHEAST OF A 5-INCH, IRON PIPE THAT PROJECTS 3 FEET FROM
 JU3105'GROUND.
 JU3105'
 JU3105'UNDERGROUND MARK IS A STANDARD DISK STAMPED HOOK 2 1969, SET IN
 JU3105'CONCRETE ABOUT 3 FEET BELOW GROUND LEVEL.
 JU3105'
 JU3105'REFERENCE MARK NUMBER 3 IS A STANDARD DISK STAMPED HOOK 2 NO 3 1969,
 JU3105'SET IN THE TOP OF A 10-INCH-DIAMETER, CONCRETE MONUMENT FLUSH
 JU3105'WITH GROUND.  IT IS 29.5 FEET EAST OF THE 5-INCH PIPE AND AT ABOUT
 JU3105'SAME ELEVATION AS STATION MARK.
 JU3105'
 JU3105'MONUMENT NO 3 (REFERENCE MARK NO. 4) IS A 3/8-INCH IRON ROD, WITH
 JU3105'PUNCH MARK IN CENTER, SET IN A 6-INCH-SQUARE, CONCRETE POST FLUSH
 JU3105'WITH GROUND.  IT IS 2.8 FEET EAST-SOUTHEAST OF THE 5-INCH IRON PIPE,
 JU3105'AND AT ABOUT SAME ELEVATION AS STATION MARK.
 JU3105'
 JU3105'AZIMUTH MARK IS A STANDARD DISK STAMPED HOOK 2 1969, CEMENTED IN A
 JU3105'DRILL HOLE IN THE CONCRETE RAMP AREA ALONG SOUTH SIDE OF THE
 JU3105'AIRPORT TERMINAL BUILDING.  IT IS 120 FEET SOUTH OF SOUTHEAST CORNER
 JU3105'OF CONCOURSE 2, AND IN LINE WITH THE EAST FACE OF THE CONCOURSE
 JU3105'BUILDING.
 JU3105
 JU3105                          STATION RECOVERY (1976)
 JU3105
 JU3105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (EP)
 JU3105'THIS STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JU3105'
 JU3105'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE
 JU3105'PHILADELPHIA INTERNATIONAL AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2204 ***********************************************************************
 MA2204  DESIGNATION -  HOOVER
 MA2204  PID         -  MA2204
 MA2204  STATE/COUNTY-  PA/CAMERON
 MA2204  USGS QUAD   -  DRIFTWOOD (1988)
 MA2204
 MA2204                         *CURRENT SURVEY CONTROL
 MA2204  ___________________________________________________________________
 MA2204* NAD 83(1992)-  41 17 19.67156(N)    078 11 21.95785(W)     ADJUSTED  
 MA2204* NAVD 88     -       639.9    (meters)    2099.     (feet)  VERTCON   
 MA2204  ___________________________________________________________________
 MA2204  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 MA2204  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 MA2204
 MA2204  HORZ ORDER  -  SECOND
 MA2204
 MA2204.The horizontal coordinates were established by classical geodetic methods
 MA2204.and adjusted by the National Geodetic Survey in June 2002..
 MA2204
 MA2204.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2204
 MA2204.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2204
 MA2204.The geoid height was determined by GEOID03.
 MA2204
 MA2204;                    North         East     Units Scale Factor Converg.
 MA2204;SPC PA N     -   124,710.060   563,191.747   MT  0.99995935   -0 17 26.5
 MA2204;SPC PA N     -   409,152.92  1,847,738.26   sFT  0.99995935   -0 17 26.5
 MA2204;UTM  17      - 4,574,627.734   735,350.627   MT  1.00028173   +1 51 19.5
 MA2204
 MA2204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2204!SPC PA N     -   0.99990470  x   0.99995935  =   0.99986405
 MA2204!UTM  17      -   0.99990470  x   1.00028173  =   1.00018640
 MA2204
 MA2204|---------------------------------------------------------------------|
 MA2204| PID    Reference Object                     Distance      Geod. Az  |
 MA2204|                                                           dddmmss.s |
 MA2204| CK7500 HOOVER RM 1                          40.069 METERS 10327     |
 MA2204| CK7501 HOOVER RM 2                          25.743 METERS 21337     |
 MA2204| MA2233 ENGLISH                             APPROX. 8.0 KM 2731316.9 |
 MA2204|---------------------------------------------------------------------|
 MA2204
 MA2204                          SUPERSEDED SURVEY CONTROL
 MA2204
 MA2204  NAD 83(1986)-  41 17 19.67084(N)    078 11 21.95944(W) AD(       ) 2
 MA2204  NAD 27      -  41 17 19.44905(N)    078 11 22.93066(W) AD(       ) 2
 MA2204  NGVD 29 (07/19/86)  640.0    (m)         2100.     (f) VERT ANG       
 MA2204
 MA2204.Superseded values are not recommended for survey control.
 MA2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2204.See file dsdata.txt to determine how the superseded data were derived.
 MA2204
 MA2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF3535174628(NAD 83)
 MA2204_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA2204+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2002
 MA2204
 MA2204  HISTORY     - Date     Condition        Report By
 MA2204  HISTORY     - 1968     MONUMENTED       CGS
 MA2204  HISTORY     - 20020828 GOOD             INDIV
 MA2204
 MA2204                          STATION DESCRIPTION
 MA2204
 MA2204'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA2204'THE STATION IS LOCATED ABOUT 5 MILES WEST-SOUTHWEST OF SINNEMAHONING,
 MA2204'4.5 MILES SOUTHWEST OF DRIFTWOOD AND 3.5 MILES SOUTH OF MIX RUN.
 MA2204'THE PROPERTY IS OWNED BY THE STATE.
 MA2204'
 MA2204'TO REACH THE STATION FROM THE POST OFFICE IN DRIFTWOOD, GO WEST ON
 MA2204'STATE HIGHWAY 555 FOR 0.55 MILE TO A SIDE ROAD ON THE LEFT, AT A
 MA2204'WHITE CHURCH, TURN LEFT AND GO SOUTH ON THE PAVED ROAD FOR 0.2 MILE
 MA2204'TO A T-ROAD, TURN LEFT AND GO EAST AND SOUTHWEST ON THE PAVED ROAD
 MA2204'FOR 1.15 MILES TO A FORK, TAKE THE LEFT FORK AND GO SOUTHWEST ON THE
 MA2204'GRAVELED ROAD FOR 4.4 MILES TO THE STATION ON THE LEFT, JUST BEFORE
 MA2204'REACHING A SIDE ROAD ON THE LEFT.
 MA2204'
 MA2204'THE STATION MARK IS 33 FEET NORTH-NORTHEAST OF A TRIANGULAR BLAZED
 MA2204'OAK TREE, 21 FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVELED
 MA2204'ROAD AND 5.5 FEET NORTHWEST OF A METAL WITNESS POST.  THE MARK IS A
 MA2204'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 MA2204'PROJECTING 2 INCHES AND IS STAMPED HOOVER 1968.
 MA2204'
 MA2204'REFERENCE MARK NO. 1 IS 150 FEET EAST-SOUTHEAST OF THE APPROXIMATE
 MA2204'CENTER OF THE GRAVELED ROAD, 20 FEET EAST OF A TWIN TRUNKED
 MA2204'TRIANGULAR BLAZED OAK TREE AND 9 FEET SOUTHWEST OF A 6-INCH
 MA2204'TRIANGULAR BLAZED TREE.  THE MARK IS A STANDARD DISK SET IN THE TOP
 MA2204'OF A SQUARE CONCRETE POST PROJECTING 1-INCH AND IS STAMPED HOOVER NO
 MA2204'1 1968.
 MA2204'
 MA2204'REFERENCE MARK NO. 2 IS 84 FEET NORTH-NORTHWEST OF THE APPROXIMATE
 MA2204'CENTER OF THE SIDE ROAD LEFT, 22 FEET WEST OF THE APPROXIMATE
 MA2204'CENTER OF THE GRAVELED ROAD AND 4 FEET NORTH OF AN 8-INCH TRIANGULAR
 MA2204'BLAZED OAK TREE.  THE MARK IS A STANDARD DISK SET IN THE TOP
 MA2204'OF A SQUARE CONCRETE POST PROJECTING 4 INCHES AND IS STAMPED HOOVER
 MA2204'NO 2 1968.
 MA2204'
 MA2204'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 MA2204'
 MA2204'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 MA2204
 MA2204                          STATION RECOVERY (2002)
 MA2204
 MA2204'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MJH)
 MA2204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2340 ***********************************************************************
 MA2340  DESIGNATION -  HORNER
 MA2340  PID         -  MA2340
 MA2340  STATE/COUNTY-  PA/ELK
 MA2340  USGS QUAD   -  WILCOX (1983)
 MA2340
 MA2340                         *CURRENT SURVEY CONTROL
 MA2340  ___________________________________________________________________
 MA2340* NAD 83(1992)-  41 37 10.25049(N)    078 41 40.48872(W)     ADJUSTED  
 MA2340* NAVD 88     -       631.2    (meters)    2071.     (feet)  VERTCON   
 MA2340  ___________________________________________________________________
 MA2340  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 MA2340  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 MA2340
 MA2340  HORZ ORDER  -  SECOND
 MA2340
 MA2340.The horizontal coordinates were established by classical geodetic methods
 MA2340.and adjusted by the National Geodetic Survey in June 2002..
 MA2340
 MA2340.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2340
 MA2340.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2340
 MA2340.The geoid height was determined by GEOID03.
 MA2340
 MA2340;                    North         East     Units Scale Factor Converg.
 MA2340;SPC PA N     -   161,774.675   521,280.816   MT  0.99996304   -0 37 29.6
 MA2340;SPC PA N     -   530,755.75  1,710,235.48   sFT  0.99996304   -0 37 29.6
 MA2340;UTM  17      - 4,610,099.941   692,068.741   MT  1.00005399   +1 31 54.1
 MA2340
 MA2340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2340!SPC PA N     -   0.99990599  x   0.99996304  =   0.99986904
 MA2340!UTM  17      -   0.99990599  x   1.00005399  =   0.99995998
 MA2340
 MA2340:                Primary Azimuth Mark                     Grid Az
 MA2340:SPC PA N     -  MT JEWETT BELL TEL MICROWAVE             023 25 13.3
 MA2340:UTM  17      -  MT JEWETT BELL TEL MICROWAVE             021 15 49.6
 MA2340
 MA2340|---------------------------------------------------------------------|
 MA2340| PID    Reference Object                     Distance      Geod. Az  |
 MA2340|                                                           dddmmss.s |
 MA2340| MA2342 MT JEWETT BELL TEL MICROWAVE        APPROX.11.3 KM 0224743.7 |
 MA2340| CK7502 HORNER AZ MK                                       0534412.8 |
 MA2340| CK7503 HORNER RM 1                          30.413 METERS 22855     |
 MA2340| CK7504 HORNER RM 2                          28.950 METERS 32711     |
 MA2340|---------------------------------------------------------------------|
 MA2340
 MA2340                          SUPERSEDED SURVEY CONTROL
 MA2340
 MA2340  NAD 83(1996)-  41 37 10.25111(N)    078 41 40.48900(W) AD(       ) 2
 MA2340  NAD 83(1986)-  41 37 10.25168(N)    078 41 40.48785(W) AD(       ) 2
 MA2340  NAD 27      -  41 37 10.02776(N)    078 41 41.39237(W) AD(       ) 2
 MA2340  NGVD 29 (07/19/86)  631.3    (m)         2071.     (f) VERT ANG       
 MA2340
 MA2340.Superseded values are not recommended for survey control.
 MA2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2340.See file dsdata.txt to determine how the superseded data were derived.
 MA2340
 MA2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG9206910100(NAD 83)
 MA2340_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2340
 MA2340  HISTORY     - Date     Condition        Report By
 MA2340  HISTORY     - 1968     MONUMENTED       CGS
 MA2340  HISTORY     - 20040405 GOOD             USPSQD
 MA2340
 MA2340                          STATION DESCRIPTION
 MA2340
 MA2340'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA2340'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHEAST OF KANE, 6 MILES
 MA2340'SOUTH OF LANTZ CORNERS, 3 MILES NORTH OF WILCOX AND ON PROPERTY OF
 MA2340'THE ARMSTRONG FOREST COMPANY.
 MA2340'
 MA2340'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 MA2340'HIGHWAY 321 AT THE NORTH EDGE OF WILCOX, GO WEST ON STATE HIGHWAY
 MA2340'321 FOR 0.15 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO
 MA2340'NORTH ON MACADAM ROAD FOR 0.45 MILE TO THE END OF THE HARD
 MA2340'SURFACE, CONTINUE NORTH ON A GRAVELED ROAD FOR 0.65 MILE TO A SIDE
 MA2340'ROAD LEFT, TURN LEFT AND PASS ALONG THE NORTH SIDE OF AN AUTO
 MA2340'SALVAGE YARD AND GO NORTHWEST ON A DIRT ROAD FOR 0.5 MILE TO A
 MA2340'CROSSROAD, CONTINUE NORTHERLY UP HILL FOR 0.7 MILE TO TWO
 MA2340'BUILDINGS, PASS BETWEEN THE BUILDINGS AND CONTINUE NORTH ON THE DIRT
 MA2340'ROAD FOR 0.15 MILE TO A CROSSROAD, CONTINUE NORTH FOR 0.5 MILE
 MA2340'TO A PIPE LINE RIGHT-OF-WAY AND THE STATION ON THE RIGHT.
 MA2340'
 MA2340'THE STATION MARK IS 70 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A
 MA2340'DIRT ROAD, 50 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE
 MA2340'CENTER OF THE PIPE LINE RIGHT-OF-WAY, 11 FEET NORTH OF 6 INCH TREE
 MA2340'WITH A TRIANGULAR BLAZE AND 8 FEET NORTHWEST OF THE EDGE OF
 MA2340'THE WOODS.  IT IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 MA2340'MONUMENT PROJECTING 1 INCH AND IS STAMPED HORNER 1968.
 MA2340'
 MA2340'REFERENCE MARK NO. 1 IS 50 FEET SOUTHEAST OF A WHITE 4 BY 4 INCH WOOD
 MA2340'POST, 30 FEET WEST OF THE APPROXIMATE CENTER OF THE DIRT ROAD AND
 MA2340'4.5 FEET NORTH OF A 10 INCH TREE WITH A TRIANGULAR BLAZE.  IT IS A
 MA2340'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT 3 INCHES
 MA2340'UNDERGROUND AND IS STAMPED HORNER NO 1 1968.
 MA2340'
 MA2340'REFERENCE MARK NO. 2 IS 50 FEET NORTH OF THE APPROXIMATE CENTER OF
 MA2340'THE PIPE LINE RIGHT-OF-WAY AND 23 FEET SOUTHWEST OF A 10 INCH TREE
 MA2340'WITH A TRIANGULAR BLAZE.  IT IS A STANDARD DISK SET IN THE TOP OF A
 MA2340'SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES AND IS STAMPED HORNER
 MA2340'NO 2 1968.
 MA2340'
 MA2340'THE AZIMUTH MARK IS 43 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 MA2340'THE PIPE LINE RIGHT-OF-WAY, 10 FEET NORTHWEST OF A 3 INCH METAL
 MA2340'PIPE LINE ON TOP OF THE GROUND AND 5.5 FEET WEST OF A 10 INCH OAK
 MA2340'TREE WITH A WITNESS SIGN ATTACHED.  IT IS A STANDARD DISK SET IN
 MA2340'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES AND IS
 MA2340'STAMPED HORNER 1968.
 MA2340'
 MA2340'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ALONG THE PIPE
 MA2340'LINE RIGHT-OF-WAY FOR 0.4 MILE TO THE MARK ON THE RIGHT, SOUTH
 MA2340'SIDE OF THE RIGHT-OF-WAY.
 MA2340'
 MA2340'NOTE- ALL MARKS ARE PAINTED YELLOW.
 MA2340'
 MA2340'HEIGHT OF LIGHT ABOVE STATION MARK - 26.4 METERS.
 MA2340
 MA2340                          STATION RECOVERY (2004)
 MA2340
 MA2340'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA2340'RM 1 AND RM 2 NOT FOUND. AZIMUTH MARK FOUND GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6162 ***********************************************************************
 KV6162  DESIGNATION -  HORSE
 KV6162  PID         -  KV6162
 KV6162  STATE/COUNTY-  PA/CHESTER
 KV6162  USGS QUAD   -  MALVERN (1983)
 KV6162
 KV6162                         *CURRENT SURVEY CONTROL
 KV6162  ___________________________________________________________________
 KV6162* NAD 83(1992)-  40 05 53.77450(N)    075 30 47.72747(W)     ADJUSTED  
 KV6162* NAVD 88     -        93.3    (meters)     306.     (feet)  VERTCON   
 KV6162  ___________________________________________________________________
 KV6162  X           -   1,222,195.127 (meters)                     COMP
 KV6162  Y           -  -4,730,393.066 (meters)                     COMP
 KV6162  Z           -   4,086,376.681 (meters)                     COMP
 KV6162  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 KV6162  ELLIP HEIGHT-          59.62  (meters)          (06/21/02) GPS OBS
 KV6162  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KV6162
 KV6162  HORZ ORDER  -  SECOND
 KV6162  ELLP ORDER  -  FOURTH    CLASS I
 KV6162
 KV6162.The horizontal coordinates were established by GPS observations
 KV6162.and adjusted by the National Geodetic Survey in June 2002..
 KV6162
 KV6162.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6162
 KV6162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6162
 KV6162.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6162
 KV6162.The ellipsoidal height was determined by GPS observations
 KV6162.and is referenced to NAD 83.
 KV6162
 KV6162.The geoid height was determined by GEOID03.
 KV6162
 KV6162;                    North         East     Units Scale Factor Converg.
 KV6162;SPC PA S     -    87,349.698   790,705.441   MT  0.99997831   +1 27 04.3
 KV6162;SPC PA S     -   286,579.80  2,594,172.77   sFT  0.99997831   +1 27 04.3
 KV6162;UTM  18      - 4,438,790.612   456,251.251   MT  0.99962356   -0 19 50.1
 KV6162
 KV6162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6162!SPC PA S     -   0.99999065  x   0.99997831  =   0.99996896
 KV6162!UTM  18      -   0.99999065  x   0.99962356  =   0.99961421
 KV6162
 KV6162:                Primary Azimuth Mark                     Grid Az
 KV6162:SPC PA S     -  HORSE AZ MK                              000 22 11.4
 KV6162:UTM  18      -  HORSE AZ MK                              002 09 05.8
 KV6162
 KV6162|---------------------------------------------------------------------|
 KV6162| PID    Reference Object                     Distance      Geod. Az  |
 KV6162|                                                           dddmmss.s |
 KV6162| KV6163 HORSE AZ MK                         APPROX. 1.5 KM 0014915.7 |
 KV6162| CS3715 HORSE RM 1                           16.365 METERS 00239     |
 KV6162| KV6173 MONT CO GERIATRIC CENTER TANK       APPROX. 7.6 KM 0052041.8 |
 KV6162| CS3681 CALVERY BIBLE CHURCH SPIRE                         0075502.7 |
 KV6162| CS3716 HORSE RM 2                           11.362 METERS 11111     |
 KV6162| CS3805 ZION LUTHERN CHURCH SPIRE                          3325441.7 |
 KV6162| KV6183 PHOENIXVILLE BUDD CO TANK           APPROX. 4.7 KM 3513653.8 |
 KV6162|---------------------------------------------------------------------|
 KV6162
 KV6162                          SUPERSEDED SURVEY CONTROL
 KV6162
 KV6162  NAD 83(1996)-  40 05 53.77312(N)    075 30 47.72725(W) AD(       ) 2
 KV6162  NAD 83(1991)-  40 05 53.77073(N)    075 30 47.73008(W) AD(       ) 2
 KV6162  ELLIP H (01/27/92)   59.80   (m)                       GP(       ) 4 1
 KV6162  NAD 83(1986)-  40 05 53.77163(N)    075 30 47.73071(W) AD(       ) 2
 KV6162  NGVD 29 (03/28/90)   93.6    (m)          307.     (f) GPS OBS        
 KV6162
 KV6162.Superseded values are not recommended for survey control.
 KV6162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6162.See file dsdata.txt to determine how the superseded data were derived.
 KV6162
 KV6162_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK5625138791(NAD 83)
 KV6162_MARKER: DH = HORIZONTAL CONTROL DISK
 KV6162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6162_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KV6162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6162+STABILITY: SURFACE MOTION
 KV6162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6162+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1987
 KV6162
 KV6162  HISTORY     - Date     Condition        Report By
 KV6162  HISTORY     - 1985     MONUMENTED       PADT
 KV6162  HISTORY     - 19870313 GOOD             GEOHYD
 KV6162  HISTORY     - 19950610 GOOD             USPSQD
 KV6162  HISTORY     - 19991120 GOOD             USPSQD
 KV6162
 KV6162                          STATION DESCRIPTION
 KV6162
 KV6162'DESCRIBED BY PA DEPT OF TRANSP 1985 (RBG)
 KV6162'THE STATION IS LOCATED ABOUT 6.0 KM (3.7 MI)
 KV6162'SOUTHEAST OF KIMBERTON,
 KV6162'3.0 KM (1.9 MI) NORTHWEST OF STATION ARCO, AND
 KV6162'2.0 KM (1.2 MI) SOUTH OF PHOENIXVILLE, IN SCHUYLKILL TOWNSHIP,
 KV6162'CHESTER COUNTY, ON THE WEST SIDE OF SOUTH WHITE HORSE ROAD.
 KV6162'OWNERSHIP--GERALD THOMPSON, P.O. BOX 7, VALLEY FORGE, PA. 19481
 KV6162'
 KV6162'TO REACH THE STATION FROM THE POST OFFICE IN VALLEY FORGE, GO
 KV6162'NORTHWEST FOR 2.5 KM (1.55 MI) ON STATE HIGHWAY 23 TO PAWLING ROAD,
 KV6162'CONTINUE STRAIGHT AHEAD AND GO NORTHWEST FOR
 KV6162'1.45 KM (0.9 MI) ON HIGHWAY 23 TO SOUTH WHITE HORSE ROAD,
 KV6162'TURN LEFT AND GO SOUTHWEST FOR 1.4 KM (0.85 MI) ON SOUTH WHITE
 KV6162'HORSE ROAD TO POTHOUSE ROAD,
 KV6162'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 1.3 KM (0.8 MI) ON WHITE
 KV6162'HORSE ROAD TO THE TOP OF THE HILL AND THE STATION ON THE RIGHT.
 KV6162'
 KV6162'THE STATION IS A STANDARD PADT DISK
 KV6162'STAMPED---HORSE 1985---,
 KV6162'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6162'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6162'17.87 METERS (58.6 FT) NORTH FROM A POWER POLE NUMBER 873,
 KV6162'5.64 METERS (18.5 FT) WEST FROM THE CENTER OF WHITE HORSE ROAD, AND
 KV6162'2.61 METERS (8.6 FT) SOUTH FROM A WITNESS POST.
 KV6162'THE UNDERGROUND MARK IS A STANDARD PADT DISK
 KV6162'STAMPED---HORSE 1985---,
 KV6162'SET INTO AN IRREGULAR MASS OF CONCRETE 1.07 METERS BELOW THE SURFACE.
 KV6162'
 KV6162'REFERENCE MARK NO. 1 IS A STANDARD PADT DISK
 KV6162'STAMPED---HORSE NO 1 1985---,
 KV6162'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6162'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6162'18.65 METERS (61.2 FT) SOUTH FROM A POWER POLE NUMBER 872,
 KV6162'5.58 METERS (18.3 FT) WEST FROM THE CENTER OF WHITE HORSE ROAD, AND
 KV6162'13.87 METERS (45.5 FT) NORTH FROM THE WITNESS POST.
 KV6162'MARK IS 0.60 METERS BELOW THE STATION.
 KV6162'
 KV6162'REFERENCE MARK NO. 2 IS A STANDARD PADT DISK
 KV6162'STAMPED---HORSE NO 2 1985---,
 KV6162'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6162'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6162'17.47 METERS (57.3 FT) NORTHEAST FROM A POWER POLE NUMBER 873,
 KV6162'12.28 METERS (40.3 FT) SOUTHEAST FROM THE WITNESS POST, AND
 KV6162'5.03 METERS (16.5 FT) EAST FROM THE CENTER OF WHITE HORSE ROAD.
 KV6162'MARK IS 0.60 METERS BELOW THE STATION.
 KV6162'
 KV6162'AZIMUTH MARK NO. 1 IS A STANDARD PADT DISK
 KV6162'STAMPED---HORSE 1985---,
 KV6162'SET INTO THE TOP OF CONCRETE CURBING ON THE SOUTHERN SIDE OF A
 KV6162'COVERED WALKWAY BETWEEN THE SCHOOL BUILDINGS.
 KV6162'51.05 METERS (167.5 FT) SOUTHEAST FROM THE BRICK SCHOOL BUILDING,
 KV6162'AND
 KV6162'13.65 METERS (44.8 FT) NORTHWEST FROM THE STONE SCHOOL BUILDING.
 KV6162'TO REACH THE AZIMUTH FROM THE STATION,
 KV6162'GO NORTH FOR 1.3 KM (0.8 MI) ON WHITE HORSE ROAD TO POTHOUSE ROAD,
 KV6162'TURN LEFT AND GO NORTHWEST FOR 0.15 KM (0.1 MI) ON POTHOUSE ROAD TO
 KV6162'THE ENTRANCE ROAD TO THE SCHUYLKILL ELEMENTARY SCHOOL,
 KV6162'TURN RIGHT AND GO NORTHEAST FOR 0.15 KM (0.1 MI) ON THE ENTRANCE
 KV6162'ROAD TO THE SCHOOL AND AZIMUTH  MARK ON THE RIGHT.
 KV6162'
 KV6162'DESCRIBED BY R.B. GROSSER.
 KV6162
 KV6162                          STATION RECOVERY (1987)
 KV6162
 KV6162'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1987
 KV6162'RECOVERED IN GOOD CONDITION.
 KV6162
 KV6162                          STATION RECOVERY (1995)
 KV6162
 KV6162'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV6162'RECOVERED IN GOOD CONDITION.
 KV6162
 KV6162                          STATION RECOVERY (1999)
 KV6162
 KV6162'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV6162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6163 ***********************************************************************
 KV6163  DESIGNATION -  HORSE AZ MK
 KV6163  PID         -  KV6163
 KV6163  STATE/COUNTY-  PA/CHESTER
 KV6163  USGS QUAD   -  MALVERN (1983)
 KV6163
 KV6163                         *CURRENT SURVEY CONTROL
 KV6163  ___________________________________________________________________
 KV6163* NAD 83(1992)-  40 06 42.08759(N)    075 30 45.72689(W)     ADJUSTED  
 KV6163* NAVD 88     -        46.     (meters)     151.     (feet)  VERTCON   
 KV6163  ___________________________________________________________________
 KV6163  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 KV6163  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KV6163
 KV6163  HORZ ORDER  -  SECOND
 KV6163
 KV6163.The horizontal coordinates were established by classical geodetic methods
 KV6163.and adjusted by the National Geodetic Survey in June 2002..
 KV6163
 KV6163.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6163
 KV6163.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6163
 KV6163.The geoid height was determined by GEOID03.
 KV6163
 KV6163;                    North         East     Units Scale Factor Converg.
 KV6163;SPC PA S     -    88,840.532   790,715.065   MT  0.99997690   +1 27 05.6
 KV6163;SPC PA S     -   291,470.98  2,594,204.34   sFT  0.99997690   +1 27 05.6
 KV6163;UTM  18      - 4,440,279.898   456,307.206   MT  0.99962350   -0 19 49.2
 KV6163
 KV6163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6163!SPC PA S     -   0.99999806  x   0.99997690  =   0.99997496
 KV6163!UTM  18      -   0.99999806  x   0.99962350  =   0.99962157
 KV6163
 KV6163                          SUPERSEDED SURVEY CONTROL
 KV6163
 KV6163  NAD 83(1996)-  40 06 42.08621(N)    075 30 45.72667(W) AD(       ) 2
 KV6163  NAD 83(1991)-  40 06 42.08382(N)    075 30 45.72949(W) AD(       ) 2
 KV6163  NAD 83(1986)-  40 06 42.08479(N)    075 30 45.73030(W) AD(       ) 2
 KV6163  NGVD 29 (03/28/90)   46.     (m)          151.     (f) VERT ANG       
 KV6163
 KV6163.Superseded values are not recommended for survey control.
 KV6163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6163.See file dsdata.txt to determine how the superseded data were derived.
 KV6163
 KV6163_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK5630740280(NAD 83)
 KV6163_MARKER: DZ = AZIMUTH MARK DISK
 KV6163_SETTING: 0 = UNSPECIFIED SETTING
 KV6163_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6163
 KV6163  HISTORY     - Date     Condition        Report By
 KV6163  HISTORY     - 1985     MONUMENTED       PADT
 KV6163  HISTORY     - 19971122 GOOD             USPSQD
 KV6163  HISTORY     - 19991120 GOOD             USPSQD
 KV6163
 KV6163                          STATION DESCRIPTION
 KV6163
 KV6163'DESCRIBED BY PA DEPT OF TRANSP 1985 (RBG)
 KV6163'THE STATION IS LOCATED ABOUT 6.0 KM (3.7 MI)
 KV6163'EAST OF KIMBERTON,
 KV6163'3.0 KM (1.9 MI) NORTHWEST OF STATION ARCO, AND
 KV6163'2.0 KM (1.2 MI) SOUTH OF PHOENIXVILLE, IN SCHUYLKILL TOWNSHIP,
 KV6163'CHESTER COUNTY, ON PROPERTY OF THE SCHULKILL ELEMENTARY SCHOOL.
 KV6163'OWNERSHIP--SCHUYLKILL ELEMENTARY SCHOOL, SOUTH WHITE HORSE ROAD,
 KV6163'PHOENIXVILLE, PA. 19460, CONTACT- MR. ORLANDO.
 KV6163'
 KV6163'TO REACH THE STATION FROM THE POST OFFICE IN VALLEY FORGE, GO
 KV6163'NORTHWEST FOR 3.95 KM (2.45 MI) ON STATE HIGHWAY 23 TO SOUTH WHITE
 KV6163'HORSE ROAD,
 KV6163'TURN LEFT AND GO SOUTHWEST FOR 1.4 KM (0.85 MI) ON SOUTH WHITE
 KV6163'HORSE ROAD TO POTHOUSE ROAD,
 KV6163'TURN RIGHT AND GO NORTHWEST FOR 0.15 KM (0.1 MI) ON POTHOUSE ROAD
 KV6163'TO THE ENTRANCE ROAD OF THE SCHUYLKILL ELEMENTARY SCHOOL,
 KV6163'TURN RIGHT AND GO NORTHEAST FOR 0.15 KM (0.1 MI) ON THE SCHOOL
 KV6163'ENTRANCE ROAD TO THE SCHOOL AND THE STATION.
 KV6163'
 KV6163'THE STATION IS A STANDARD PADT DISK
 KV6163'STAMPED---HORSE 1985---,
 KV6163'SET INTO THE TOP OF CONCRETE CURBING ON THE SOUTH SIDE OF A COVERED
 KV6163'WALKWAY BETWEEN THE SCHOOL BUILDINGS.
 KV6163'51.05 METERS (167.5 FT) SOUTHEAST FROM THE BRICK SCHOOL BUILDING,
 KV6163'AND
 KV6163'13.65 METERS (44.8 FT) NORTHWEST FROM THE STONE SCHOOL BUILDING.
 KV6163'
 KV6163'DESCRIBED BY R.B. GROSSER.
 KV6163
 KV6163                          STATION RECOVERY (1997)
 KV6163
 KV6163'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV6163'RECOVERED IN GOOD CONDITION.
 KV6163
 KV6163                          STATION RECOVERY (1999)
 KV6163
 KV6163'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV6163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3124 ***********************************************************************
 KY3124  DESIGNATION -  HOSPITAL
 KY3124  PID         -  KY3124
 KY3124  STATE/COUNTY-  PA/WASHINGTON
 KY3124  USGS QUAD   -  WASHINGTON EAST (1977)
 KY3124
 KY3124                         *CURRENT SURVEY CONTROL
 KY3124  ___________________________________________________________________
 KY3124* NAD 83(1992)-  40 11 01.93747(N)    080 14 47.57152(W)     ADJUSTED  
 KY3124* NAVD 88     -       401.     (meters)    1316.     (feet)  SCALED    
 KY3124  ___________________________________________________________________
 KY3124  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 KY3124  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 KY3124
 KY3124  HORZ ORDER  -  SECOND
 KY3124
 KY3124.The horizontal coordinates were established by classical geodetic methods
 KY3124.and adjusted by the National Geodetic Survey in June 2002..
 KY3124
 KY3124.The orthometric height was scaled from a topographic map.
 KY3124
 KY3124.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3124
 KY3124.The geoid height was determined by GEOID03.
 KY3124
 KY3124;                    North         East     Units Scale Factor Converg.
 KY3124;SPC PA S     -    97,444.159   387,417.723   MT  0.99997028   -1 37 11.1
 KY3124;SPC PA S     -   319,698.04  1,271,052.98   sFT  0.99997028   -1 37 11.1
 KY3124;UTM  17      - 4,448,437.617   564,141.944   MT  0.99965065   +0 29 10.2
 KY3124
 KY3124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3124!SPC PA S     -   0.99994240  x   0.99997028  =   0.99991268
 KY3124!UTM  17      -   0.99994240  x   0.99965065  =   0.99959307
 KY3124
 KY3124:                Primary Azimuth Mark                     Grid Az
 KY3124:SPC PA S     -  GLENN                                    313 13 12.9
 KY3124:UTM  17      -  GLENN                                    311 06 51.6
 KY3124
 KY3124|---------------------------------------------------------------------|
 KY3124| PID    Reference Object                     Distance      Geod. Az  |
 KY3124|                                                           dddmmss.s |
 KY3124| KY3140 GLENN                               APPROX. 1.3 KM 3113601.8 |
 KY3124|---------------------------------------------------------------------|
 KY3124
 KY3124                          SUPERSEDED SURVEY CONTROL
 KY3124
 KY3124  NAD 83(1995)-  40 11 01.93751(N)    080 14 47.57111(W) AD(       ) 2
 KY3124  NAD 83(1986)-  40 11 01.94198(N)    080 14 47.58002(W) AD(       ) 2
 KY3124  NAD 27      -  40 11 01.68300(N)    080 14 48.36800(W) AD(       ) 2
 KY3124
 KY3124.Superseded values are not recommended for survey control.
 KY3124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3124.See file dsdata.txt to determine how the superseded data were derived.
 KY3124
 KY3124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE6414248438(NAD 83)
 KY3124_MARKER: N = NAIL
 KY3124_SETTING: 0 = UNSPECIFIED SETTING
 KY3124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3124
 KY3124  HISTORY     - Date     Condition        Report By
 KY3124  HISTORY     - 1933     MONUMENTED       CGS
 KY3124  HISTORY     - 1958     POOR             AEROS
 KY3124  HISTORY     - 1959     SEE DESCRIPTION  CGS
 KY3124
 KY3124                          STATION DESCRIPTION
 KY3124
 KY3124'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KY3124'ON THE SHELF AT THE BASE OF THE DOME OF THE WASHINGTON HOSPITAL,
 KY3124'WHICH IS ON A HILL IN THE NORTHERN PART OF THE CITY AND IS VERY
 KY3124'PROMINENT FROM THE SURROUNDING COUNTRY.  THE STATION IS A FLAT
 KY3124'HEAD COPPER NAIL DRIVEN IN THE SHEET COPPER ROOF AND A HOLE IN THE
 KY3124'CENTER OF THE HEAD OF THE NAIL MARKS THE STATION.  IT IS 3.9 FEET
 KY3124'WEST-NORTHWEST OF THE WEST-NORTHWEST FACE OF THE BRICK WALL OF THE
 KY3124'TOWER, AND 2.5 FEET EAST-SOUTHEAST OF THE WEST-NORTHWEST EDGE OF
 KY3124'THE SHELF, AND 11.91 FEET SOUTHWEST OF THE NORTH CORNER OF THE
 KY3124'TOWER, 4.34 FEET NORTHWEST OF THE WEST CORNER OF THE TOWER.
 KY3124'
 KY3124'THIS STATION IS THE MIDDLE ONE OF THREE POINTS ON THE SHELF.  THE
 KY3124'SOUTHERLY POINT IS STATION HOSPITAL (CITY OF WASHINGTON) AND IS
 KY3124'DRIVEN IN THE SHEET COPPER ROOF.  IT IS 2.5 FEET WEST OF THE WEST
 KY3124'CORNER OF THE TOWER, AND IS 4.93 FEET SOUTH OF HOSPITAL (U.S.C.
 KY3124'AND G.S.).
 KY3124'
 KY3124'THE NORTHERLY POINT IS A NAIL HOLE IN THE SHEET COPPER ROOF, AND
 KY3124'IT IS IN THE CENTER OF A 2-INCH TRIANGLE STAMPED IN THE COPPER
 KY3124'ROOF. THIS WAS THE ORIGINAL LOCATION OF THE STATION AND A LIGHT
 KY3124'WAS SHOWN FROM THIS POINT TO STATION WHEELER.
 KY3124'
 KY3124'THE STATION HAD TO BE MOVED TO ITS PRESENT LOCATION IN ORDER TO
 KY3124'CLEAR LINES TO STATIONS CANONSBURG AND COLLEGE.  A 4-FT STAND WILL
 KY3124'CLEAR ALL LINES.
 KY3124'
 KY3124'THERE ARE NO REFERENCE MARKS FOR THIS STATION.
 KY3124
 KY3124                          STATION RECOVERY (1958)
 KY3124
 KY3124'RECOVERY NOTE BY AERO SERVICE CORPORATION 1958
 KY3124'RECOVERED BY AERO SERVICE CORP., LETTER DATED SEPTEMBER 2, 1958.
 KY3124'
 KY3124'STATION RECOVERED.  ALL RIVETS HAVE LOOSENED AND SEPARATED DUE TO
 KY3124'CONTRACTION AND EXPANSION OF THE COPPER ROOF.  ALL HOLES ARE
 KY3124'STILL IN PLACE.
 KY3124
 KY3124                          STATION RECOVERY (1959)
 KY3124
 KY3124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCC)
 KY3124'STATION RECOVERED AS DESCRIBED EXCEPT THAT THE COPPER NAIL IS
 KY3124'MISSING BUT THE NAIL HOLE WAS USED.  OBSERVATIONS CHECKED WITHIN
 KY3124'LIMITS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE7799 ***********************************************************************
 DE7799  DESIGNATION -  HOSPITAL
 DE7799  PID         -  DE7799
 DE7799  STATE/COUNTY-  PA/WARREN
 DE7799  USGS QUAD   -  RUSSELL (1977)
 DE7799
 DE7799                         *CURRENT SURVEY CONTROL
 DE7799  ___________________________________________________________________
 DE7799* NAD 83(1996)-  41 53 01.88847(N)    079 08 52.86443(W)     ADJUSTED  
 DE7799* NAVD 88     -       373.8    (meters)    1226.     (feet)  GPS OBS   
 DE7799  ___________________________________________________________________
 DE7799  X           -     895,400.123 (meters)                     COMP
 DE7799  Y           -  -4,670,824.934 (meters)                     COMP
 DE7799  Z           -   4,236,236.058 (meters)                     COMP
 DE7799  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 DE7799  ELLIP HEIGHT-         340.98  (meters)          (09/18/02) GPS OBS
 DE7799  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 DE7799
 DE7799  HORZ ORDER  -  A
 DE7799  ELLP ORDER  -  FOURTH    CLASS II
 DE7799
 DE7799.The horizontal coordinates were established by GPS observations
 DE7799.and adjusted by the National Geodetic Survey in September 2002..
 DE7799
 DE7799.The orthometric height was determined by GPS observations and a
 DE7799.high-resolution geoid model.
 DE7799
 DE7799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7799
 DE7799.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7799
 DE7799.The ellipsoidal height was determined by GPS observations
 DE7799.and is referenced to NAD 83.
 DE7799
 DE7799.The geoid height was determined by GEOID03.
 DE7799
 DE7799;                    North         East     Units Scale Factor Converg.
 DE7799;SPC PA N     -   191,641.417   483,968.978   MT  0.99998993   -0 55 29.4
 DE7799;SPC PA N     -   628,743.55  1,587,821.56   sFT  0.99998993   -0 55 29.4
 DE7799;UTM  17      - 4,638,539.488   653,658.293   MT  0.99989054   +1 14 12.0
 DE7799
 DE7799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7799!SPC PA N     -   0.99994652  x   0.99998993  =   0.99993645
 DE7799!UTM  17      -   0.99994652  x   0.99989054  =   0.99983707
 DE7799
 DE7799                          SUPERSEDED SURVEY CONTROL
 DE7799
 DE7799.No superseded survey control is available for this station.
 DE7799
 DE7799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG5365838539(NAD 83)
 DE7799_MARKER: DD = SURVEY DISK
 DE7799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7799_STAMPING: HOSPITAL 2001
 DE7799_MARK LOGO: PADT  
 DE7799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7799+STABILITY: SURFACE MOTION
 DE7799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7799+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2003
 DE7799
 DE7799  HISTORY     - Date     Condition        Report By
 DE7799  HISTORY     - 2001     MONUMENTED       PADT
 DE7799  HISTORY     - 20010725 GOOD             PADT
 DE7799  HISTORY     - 20031104 GOOD             PADT
 DE7799
 DE7799                          STATION DESCRIPTION
 DE7799
 DE7799'DESCRIBED BY PA DEPT OF TRANSP 2001 (CIH)
 DE7799'STATION IS IN NORTH WARREN, PINE GROVE TWP, IN CITY OF WARREN AND
 DE7799'ABOUT 2.8 MILES
 DE7799'NORTH OF WARREN CENTER, ON GROUNDS OF WARREN STATE HOSPITAL.
 DE7799' 
 DE7799'TO REACH FROM THE JUNCTION OF STATE ROUTE 62 AND STATE ROUTE 69,
 DE7799'POSSIBLY ALSO KNOWN
 DE7799'AS TRAFFIC ROUTE 62 AND STATE ROUTE 1029, GO 0.6 MILE NORTH ON  ROUTE
 DE7799'62 TO THE STATION ON
 DE7799'THE RIGHT AT WEST EDGE OF ASPHALT BIKE TRAIL.
 DE7799' 
 DE7799'STATION IS 3276 FT NORTH OF C-L OF SR 1029, 95.7 FT SE OF POLE 117,
 DE7799'87.2 FT NE OF POLE 116, 42.8 FT
 DE7799'WSW OF FENCE POST MARKED BY 3 CUTS, 42 FT WEST OF CYCLONE FENCE, 31.8
 DE7799'FT EAST OF EAST
 DE7799'SHOULDER OF 4-LANE HWY AND FLUSH WITH GROUND.
 DE7799' 
 DE7799'NO UNDERGROUND MARK WAS MENTIONED.
 DE7799' 
 DE7799' 
 DE7799'
 DE7799
 DE7799                          STATION RECOVERY (2003)
 DE7799
 DE7799'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (CIH)
 DE7799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3018 ***********************************************************************
 KW3018  DESIGNATION -  HOST
 KW3018  PID         -  KW3018
 KW3018  STATE/COUNTY-  PA/BERKS
 KW3018  USGS QUAD   -  STRAUSSTOWN (1974)
 KW3018
 KW3018                         *CURRENT SURVEY CONTROL
 KW3018  ___________________________________________________________________
 KW3018* NAD 83(1992)-  40 26 24.79541(N)    076 11 18.88820(W)     ADJUSTED  
 KW3018* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 KW3018  ___________________________________________________________________
 KW3018  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 KW3018  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 KW3018
 KW3018  HORZ ORDER  -  SECOND
 KW3018
 KW3018.The horizontal coordinates were established by classical geodetic methods
 KW3018.and adjusted by the National Geodetic Survey in June 2002..
 KW3018
 KW3018.The orthometric height was scaled from a topographic map.
 KW3018
 KW3018.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3018
 KW3018.The geoid height was determined by GEOID03.
 KW3018
 KW3018;                    North         East     Units Scale Factor Converg.
 KW3018;SPC PA S     -   124,074.344   732,463.225   MT  0.99995952   +1 00 46.9
 KW3018;SPC PA S     -   407,067.24  2,403,089.76   sFT  0.99995952   +1 00 46.9
 KW3018;UTM  18      - 4,477,297.565   399,196.525   MT  0.99972508   -0 46 15.8
 KW3018
 KW3018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3018!SPC PA S     -   0.99997160  x   0.99995952  =   0.99993112
 KW3018!UTM  18      -   0.99997160  x   0.99972508  =   0.99969669
 KW3018
 KW3018|---------------------------------------------------------------------|
 KW3018| PID    Reference Object                     Distance      Geod. Az  |
 KW3018|                                                           dddmmss.s |
 KW3018| CB3576 HOST RM 1                            32.406 METERS 10427     |
 KW3018| CB3577 HOST RM 2                            23.442 METERS 28323     |
 KW3018| CB3575 HOST AZ MK                                         3432821.3 |
 KW3018|---------------------------------------------------------------------|
 KW3018
 KW3018                          SUPERSEDED SURVEY CONTROL
 KW3018
 KW3018  NAD 83(1986)-  40 26 24.78803(N)    076 11 18.89260(W) AD(       ) 2
 KW3018  NAD 27      -  40 26 24.45700(N)    076 11 20.08200(W) AD(       ) 2
 KW3018
 KW3018.Superseded values are not recommended for survey control.
 KW3018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3018.See file dsdata.txt to determine how the superseded data were derived.
 KW3018
 KW3018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK9919777298(NAD 83)
 KW3018_MARKER: DS = TRIANGULATION STATION DISK
 KW3018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3018_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW3018+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2002
 KW3018
 KW3018  HISTORY     - Date     Condition        Report By
 KW3018  HISTORY     - 1942     MONUMENTED       CGS
 KW3018  HISTORY     - 1959     GOOD             CGS
 KW3018  HISTORY     - 20021114 GOOD             USPSQD
 KW3018
 KW3018                          STATION DESCRIPTION
 KW3018
 KW3018'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW3018'THE STATION IS LOCATED ABOUT 5.3 MILES N OF WOMELADORF, AND ABOUT 4
 KW3018'MILES W OF BERNVILLE, ON THE TOP OF A HOG BACK RIDGE, AND ON
 KW3018'PROPERTY OWNED AND OCCUPIED BY A.A. OXENREIDER.  IT IS 0.15 MILE S OF
 KW3018'THE HOME OF MR. OXENREIDER, 35 FEET W OF LANE FROM HOUSE TO FIELD,
 KW3018'30 FEET W OF A TRIANGULAR-BLAZED 30-INCH OAK TREE, 28 FEET E OF A
 KW3018'TRIANGULAR-BLAZED 24- INCH CHERRY TREE, 2 FEET S OF AN E-W FENCE
 KW3018'LINE, AND 2 FEET N OF THE CREST OF THE RIDGE.  THE DISK IS STAMPED
 KW3018'HOST 1942 AND PROJECTS 4 INCHES.
 KW3018'
 KW3018'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KW3018'BRONZE DISKS SET IN CONCRETE.
 KW3018'
 KW3018'REFERENCE MARK NO. 1 IS E OF THE STATION, 3 FEET S OF THE E-W FENCE
 KW3018'LINE, 20 FEET E OF THE TRIANGULAR-BLAZED OAK TREE.  THE DISK IS
 KW3018'STAMPED HOST NO. 1, 1942 AND PROJECTS 4 INCHES.
 KW3018'
 KW3018'REFERENCE MARK NO. 2 IS W OF THE STATION, 2 FEET S OF THE E-W FENCE
 KW3018'LINE, AND 50 FEET W OF THE TRIANGULAR-BLAZED CHERRY TREE.  THE DISK
 KW3018'IS STAMPED HOST NO. 2, 1942 AND PROJECTS 7 INCHES.
 KW3018'
 KW3018'THE AZIMUTH MARK IS ABOUT 0.2 MILE N OF THE STATION, 3 FEET E OF A
 KW3018'RAIL FENCE RUNNING N AND S, 10 FEET S OF THE GATE TO THE OXENREIDER
 KW3018'FARM ROAD, AND 5 FEET S OF THE FARM ROAD.  THE DISK IS STAMPED HOST
 KW3018'1942 AND PROJECTS 5 INCHES.  TO REACH FROM THE STATION GO BACK TO THE
 KW3018'GATE ENTRANCE TO THE FARM, AND MARK ON THE LEFT.
 KW3018'
 KW3018'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 422 AND STATE
 KW3018'HIGHWAY 483 IN WOMELSDORF AT THE ZION LUTHERAN CHURCH GO N ON
 KW3018'STATE HIGHWAY 483 FOR 3.75 MILES TO A PAVED SIDE ROAD RIGHT JUST
 KW3018'AFTER CROSSING A SMALL CREEK, TURN RIGHT AND GO 1.0 MILE TO A
 KW3018'GRAVEL SIDE ROAD LEFT (CEMETERY ON THE LEFT, AND STONE CHURCH ON THE
 KW3018'RIGHT), TURN LEFT AND GO N ON GRAVEL ROAD FOR 1.0 MILE TO CROSSROADS,
 KW3018'CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO A T-ROAD, TURN RIGHT AND GO E
 KW3018'FOR 0.15 MILE TO A FORKS AND MAIL BOX ON THE RIGHT, BEAR RIGHT FOR
 KW3018'0.05 MILE TO A GATE INTO A FIELD, CONTINUE THROUGH GATE AND GO 0.15
 KW3018'MILE TO THE HOME OF MR. OXENREIDER, CONTINUE ON S ON FARM ROAD FOR
 KW3018'0.15 MILE TO THE TOP OF THE RIDGE IN FENCE LINE, AND
 KW3018'TRIANGULAR-BLAZED OAK TREE ON THE RIGHT AND STATION.
 KW3018'
 KW3018'A 77-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
 KW3018
 KW3018                          STATION RECOVERY (1959)
 KW3018
 KW3018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 KW3018'STATION, AZIMUTH, AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 KW3018'ANGLE BETWEEN REFERENCE MARKS AND DISTANCES TO REFERENCE MARKS
 KW3018'CHECKED AND FOUND CORRECT.  DESCRIPTION ADEQUATE AND CORRECT EXCEPT
 KW3018'FOR THE FOLLOWING.  TRIANGULAR BLAZED CHERRY TREE HAS BEEN
 KW3018'REMOVED.
 KW3018
 KW3018                          STATION RECOVERY (2002)
 KW3018
 KW3018'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW3018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3024 ***********************************************************************
 KW3024  DESIGNATION -  HOST
 KW3024  PID         -  KW3024
 KW3024  STATE/COUNTY-  PA/LANCASTER
 KW3024  USGS QUAD   -  LEOLA (1992)
 KW3024
 KW3024                         *CURRENT SURVEY CONTROL
 KW3024  ___________________________________________________________________
 KW3024* NAD 83(1992)-  40 01 15.37378(N)    076 12 53.99010(W)     ADJUSTED  
 KW3024* NAVD 88     -       135.0    (meters)     443.     (feet)  VERTCON   
 KW3024  ___________________________________________________________________
 KW3024  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 KW3024  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 KW3024
 KW3024  HORZ ORDER  -  SECOND
 KW3024
 KW3024.The horizontal coordinates were established by classical geodetic methods
 KW3024.and adjusted by the National Geodetic Survey in June 2002..
 KW3024
 KW3024.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW3024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW3024
 KW3024.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3024
 KW3024.The geoid height was determined by GEOID03.
 KW3024
 KW3024;                    North         East     Units Scale Factor Converg.
 KW3024;SPC PA S     -    77,486.647   731,031.521   MT  0.99998746   +0 59 45.2
 KW3024;SPC PA S     -   254,220.77  2,398,392.58   sFT  0.99998746   +0 59 45.2
 KW3024;UTM  18      - 4,430,788.037   396,318.521   MT  0.99973234   -0 46 53.0
 KW3024
 KW3024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3024!SPC PA S     -   0.99998415  x   0.99998746  =   0.99997161
 KW3024!UTM  18      -   0.99998415  x   0.99973234  =   0.99971649
 KW3024
 KW3024:                Primary Azimuth Mark                     Grid Az
 KW3024:SPC PA S     -  HOST AZ MK                               147 36 20.8
 KW3024:UTM  18      -  HOST AZ MK                               149 22 59.0
 KW3024
 KW3024|---------------------------------------------------------------------|
 KW3024| PID    Reference Object                     Distance      Geod. Az  |
 KW3024|                                                           dddmmss.s |
 KW3024| CB3578 HOST AZ MK                                         1483606.0 |
 KW3024| CB3579 HOST RM 1                            11.923 METERS 18447     |
 KW3024| KW3031 LANCASTER RM 4                      APPROX. 9.6 KM 2722843.3 |
 KW3024| CB3580 HOST RM 2                            10.893 METERS 31737     |
 KW3024|---------------------------------------------------------------------|
 KW3024
 KW3024                          SUPERSEDED SURVEY CONTROL
 KW3024
 KW3024  NAD 83(1991)-  40 01 15.37252(N)    076 12 53.99245(W) AD(       ) 2
 KW3024  NAD 83(1986)-  40 01 15.36800(N)    076 12 53.99366(W) AD(       ) 2
 KW3024  NAD 27      -  40 01 15.01331(N)    076 12 55.15013(W) AD(       ) 2
 KW3024  NGVD 29 (07/19/86)  135.3    (m)          444.     (f) VERT ANG       
 KW3024
 KW3024.Superseded values are not recommended for survey control.
 KW3024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3024.See file dsdata.txt to determine how the superseded data were derived.
 KW3024
 KW3024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK9631930788(NAD 83)
 KW3024_MARKER: DE = TRAVERSE STATION DISK
 KW3024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3024
 KW3024  HISTORY     - Date     Condition        Report By
 KW3024  HISTORY     - 1966     MONUMENTED       CGS
 KW3024  HISTORY     - 1969     GOOD             AEROS
 KW3024  HISTORY     - 20040912 GOOD             USPSQD
 KW3024
 KW3024                          STATION DESCRIPTION
 KW3024
 KW3024'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW3024'THE STATION IS LOCATED ABOUT 5 MILES EAST-SOUTHEAST OF LANCASTER, 5
 KW3024'MILES WEST OF PARADISE, 0.5 MILE SOUTH OF U.S.  HIGHWAY 30 AND ON
 KW3024'THE WEST SIDE OF HOST FARM GOLF COURSE AT THE 18TH TEE-OFF.  THE GOLF
 KW3024'COURSE IS OWNED BY MR. D.  BRUBAKER.
 KW3024'
 KW3024'TO REACH THE STATION FROM THE POST OFFICE IN PARADISE GO WEST ON U.S.
 KW3024'HIGHWAY 30 FOR 4.8 MILES TO THE HOST MOTEL AND GOLF COURSE ON THE
 KW3024'LEFT, TURN LEFT, SOUTH, PASSING TO THE RIGHT SIDE OF THE MOTEL THEN
 KW3024'WESTERLY THROUGH THE PARKING AREA AND SOUTHERLY ON MACADAM ROAD ALONG
 KW3024'THE WEST SIDE OF THE GOLF COURSE FOR 0.5 MILE TO THE 18TH TEE AND
 KW3024'STATION ON THE LEFT.  THE MOTEL AND ROAD WERE UNDER CONSTRUCTION
 KW3024'AT THE TIME THE STATION WAS VISITED.
 KW3024'
 KW3024'THE STATION IS 15.0 FEET EAST OF A METAL WITNESS POST, 14.9 FEET EAST
 KW3024'OF A FENCE, 6 FEET EAST OF THE APPROXIMATE CENTERLINE OF THE
 KW3024'MACADAM ROAD, 40 FEET WEST OF THE NORTHWEST CORNER OF THE 18TH TEE
 KW3024'AND ABOUT THE SAME ELEVATION AS THE ROAD.  THE STATION MARK IS A
 KW3024'STANDARD TRAVERSE DISK STAMPED HOST 1966, SET IN THE TOP OF A 12 INCH
 KW3024'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 KW3024'
 KW3024'REFERENCE MARK NO. 1 IS 37.9 FEET SOUTH OF THE METAL WITNESS POST, 6
 KW3024'FEET WEST OF APPROXIMATE CENTERLINE OF THE ROAD, 0.6 FEET EAST OF
 KW3024'THE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.  IT IS A
 KW3024'STANDARD DISK, STAMPED HOST NO 1 1966, SET IN THE TOP OF A 12 INCH
 KW3024'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 KW3024'
 KW3024'REFERENCE MARK NO. 2 IS 30.8 FEET NORTH OF THE METAL WITNESS POST, 6
 KW3024'FEET WEST OF THE APPROXIMATE CENTERLINE OF THE ROAD, 0.6 FEET
 KW3024'EAST OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.  IT IS
 KW3024'A STANDARD DISK, STAMPED HOST NO 2 1966, SET IN THE TOP OF A 12
 KW3024'INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 KW3024'
 KW3024'AZIMUTH MARK IS 31.5 FEET NORTH OF TELEPHONE LINE POLE NO. 509 89,
 KW3024'21.8 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF ROCKVALE RD.,
 KW3024'21.5 FEET WEST OF THE APPROXIMATE CENTERLINE OF CLEARVIEW RD. AND
 KW3024'ABOUT THE SAME ELEVATION AS THE ROADS.  IT IS A STANDARD DISK
 KW3024'STAMPED HOST 1966, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 KW3024'WHICH IS FLUSH WITH THE GROUND.
 KW3024'
 KW3024'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTH ON MACADAM
 KW3024'ROAD FOR 0.6 MILE TO HOST FARM GOLF COURSE BARN AND PARKING AREA
 KW3024'AND ROAD LEADING TO ROCKVALE RD., TURN LEFT, EAST ON ROCKVALE RD. FOR
 KW3024'0.15 MILE TO AZIMUTH MARK ON THE RIGHT AT INTERSECTION OF ROCKVALE
 KW3024'ROAD AND CLEARVIEW ROAD.
 KW3024
 KW3024                          STATION RECOVERY (1969)
 KW3024
 KW3024'RECOVERY NOTE BY AERO SERVICE CORPORATION 1969 (OW)
 KW3024'1966 HOST USC AND GS GOOD RECOVERED AS DESCRIBED.
 KW3024
 KW3024                          STATION RECOVERY (2004)
 KW3024
 KW3024'RECOVERY NOTE BY US POWER SQUADRON 2004 (DCW)
 KW3024'MARK WAS COVERED WITH 1/2 INCH OF SOD, 6 INCHES FROM EAST BORDER OF
 KW3024'ASPHALT PAVEMENT. RM 1 AND RM 2 WERE PROJECTING SLIGHTLY THROUGH THE
 KW3024'SOD, 12 INCHES FROM WESTERN EDGE OF THE SAME ASPHALT PAVEMENT. LOCATED
 KW3024'AS DESCRIBED EARLIER, WEST OF THE 18TH TEE (THE FRONT TEE) OF GOLF
 KW3024'COURSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1522 ***********************************************************************
 JW1522  DESIGNATION -  HOSTETTER=HOSTETLER
 JW1522  PID         -  JW1522
 JW1522  STATE/COUNTY-  PA/SOMERSET
 JW1522  USGS QUAD   -  NEW BALTIMORE (1973)
 JW1522
 JW1522                         *CURRENT SURVEY CONTROL
 JW1522  ___________________________________________________________________
 JW1522* NAD 83(1992)-  39 55 07.74921(N)    078 52 01.94101(W)     ADJUSTED  
 JW1522* NAVD 88     -       900.1    (meters)    2953.     (feet)  VERTCON   
 JW1522  ___________________________________________________________________
 JW1522  LAPLACE CORR-          -5.28  (seconds)                    DEFLEC99
 JW1522  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 JW1522
 JW1522  HORZ ORDER  -  THIRD
 JW1522
 JW1522.The horizontal coordinates were established by classical geodetic methods
 JW1522.and adjusted by the National Geodetic Survey in June 2002..
 JW1522
 JW1522.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1522
 JW1522.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1522
 JW1522.The geoid height was determined by GEOID03.
 JW1522
 JW1522;                    North         East     Units Scale Factor Converg.
 JW1522;SPC PA S     -    65,613.499   504,486.932   MT  1.00000230   -0 43 29.4
 JW1522;SPC PA S     -   215,266.95  1,655,137.54   sFT  1.00000230   -0 43 29.4
 JW1522;UTM  17      - 4,420,924.583   682,277.594   MT  1.00000904   +1 22 08.4
 JW1522
 JW1522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1522!SPC PA S     -   0.99986382  x   1.00000230  =   0.99986612
 JW1522!UTM  17      -   0.99986382  x   1.00000904  =   0.99987286
 JW1522
 JW1522|---------------------------------------------------------------------|
 JW1522| PID    Reference Object                     Distance      Geod. Az  |
 JW1522|                                                           dddmmss.s |
 JW1522| CK7506 HOSTETLER RM 1                        6.548 METERS 10349     |
 JW1522| JW1523 BEAR MTN LOT HAYS MILL LOT          APPROX.12.2 KM 2194214.9 |
 JW1522| JW1231 BERLIN                              APPROX.12.6 KM 2854128.3 |
 JW1522| CK7507 HOSTETLER RM 2                        8.680 METERS 32633     |
 JW1522|---------------------------------------------------------------------|
 JW1522
 JW1522                          SUPERSEDED SURVEY CONTROL
 JW1522
 JW1522  NAD 83(1995)-  39 55 07.75144(N)    078 52 01.94037(W) AD(       ) 3
 JW1522  NAD 83(1991)-  39 55 07.75303(N)    078 52 01.94352(W) AD(       ) 3
 JW1522  NAD 83(1986)-  39 55 07.75389(N)    078 52 01.94555(W) AD(       ) 3
 JW1522  NAD 27      -  39 55 07.46600(N)    078 52 02.86100(W) AD(       ) 3
 JW1522  NGVD 29 (07/19/86)  900.2    (m)         2953.     (f) VERT ANG       
 JW1522
 JW1522.Superseded values are not recommended for survey control.
 JW1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1522.See file dsdata.txt to determine how the superseded data were derived.
 JW1522
 JW1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE8227820925(NAD 83)
 JW1522_MARKER: DD = SURVEY DISK
 JW1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1522
 JW1522  HISTORY     - Date     Condition        Report By
 JW1522  HISTORY     - 1927     MONUMENTED       USGS
 JW1522
 JW1522                          STATION DESCRIPTION
 JW1522
 JW1522'DESCRIBED BY US GEOLOGICAL SURVEY 1927 (WM)
 JW1522'A STATION OF THE U.S.G.S. NAMED HOSTETTER.  IT IS ABOUT 5 MILES E OF
 JW1522'BERLIN, ON THE MAIN DIVIDE OF THE ALLEGHENY MOUNTAINS.
 JW1522'
 JW1522'STATION MARK IS A STANDARD U.S.G.S. PENNSYLVANIA DISK SET IN AND 8-
 JW1522'BY 8-INCH POST, WHICH WAS SURROUNDED BY CONCRETE.  REFERENCE MARKS
 JW1522'ARE STANDARD DISKS SET IN CONCRETE.
 JW1522'
 JW1522'REACHED FROM BERLIN VIA BROTHERTON, THENCE E ON BEDFORD PIKE ABOUT 5
 JW1522'MILES TO POINT JUST OVER SUMMIT OF THE MOUNTAIN.  TAKE RIGHT-HAND
 JW1522'DIRT ROAD LEADING S ABOUT 1 MILE TO ROAD LEADING E TO FARM OF HERMAN
 JW1522'HOSTETLER.  STATION IS ON HIGHEST POINT OF RIDGE ABOUT 0.3 MILE N
 JW1522'OF HOSTETLERS HOUSE.
 JW1522'
 JW1522'HEIGHT OF SIGNAL ABOVE STATION MARK - 5.93 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2179 ***********************************************************************
 MA2179  DESIGNATION -  HOUSE
 MA2179  PID         -  MA2179
 MA2179  STATE/COUNTY-  PA/POTTER
 MA2179  USGS QUAD   -  AUSTIN (1983)
 MA2179
 MA2179                         *CURRENT SURVEY CONTROL
 MA2179  ___________________________________________________________________
 MA2179* NAD 83(1992)-  41 42 33.99426(N)    078 03 41.85219(W)     ADJUSTED  
 MA2179* NAVD 88     -       744.1    (meters)    2441.     (feet)  VERTCON   
 MA2179  ___________________________________________________________________
 MA2179  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 MA2179  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 MA2179
 MA2179  HORZ ORDER  -  FIRST
 MA2179
 MA2179.The horizontal coordinates were established by classical geodetic methods
 MA2179.and adjusted by the National Geodetic Survey in June 2002..
 MA2179
 MA2179.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2179
 MA2179.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2179
 MA2179.The geoid height was determined by GEOID03.
 MA2179
 MA2179;                    North         East     Units Scale Factor Converg.
 MA2179;SPC PA N     -   171,379.832   574,065.302   MT  0.99996980   -0 12 22.1
 MA2179;SPC PA N     -   562,268.67  1,883,412.58   sFT  0.99996980   -0 12 22.1
 MA2179;UTM  17      - 4,621,689.613   744,465.533   MT  1.00033550   +1 57 21.7
 MA2179;UTM  18      - 4,622,047.215   245,279.160   MT  1.00039851   -2 02 17.4
 MA2179
 MA2179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2179!SPC PA N     -   0.99988826  x   0.99996980  =   0.99985806
 MA2179!UTM  17      -   0.99988826  x   1.00033550  =   1.00022372
 MA2179!UTM  18      -   0.99988826  x   1.00039851  =   1.00028673
 MA2179
 MA2179|---------------------------------------------------------------------|
 MA2179| PID    Reference Object                     Distance      Geod. Az  |
 MA2179|                                                           dddmmss.s |
 MA2179| CK7508 HOUSE RM 1                           22.980 METERS 01005     |
 MA2179| MA2181 POTTER                              APPROX.15.7 KM 2020546.6 |
 MA2179| MA2183 KEATING SUMMIT CONSOL GAS MAST      APPROX. 7.4 KM 2530805.3 |
 MA2179| CK7509 HOUSE RM 2                           25.792 METERS 25943     |
 MA2179| MA2182 LOOKOUT MTN NY PENNA MICROWAVE      APPROX. 7.3 KM 2595645.5 |
 MA2179|---------------------------------------------------------------------|
 MA2179
 MA2179                          SUPERSEDED SURVEY CONTROL
 MA2179
 MA2179  NAD 83(1996)-  41 42 33.99381(N)    078 03 41.85420(W) AD(       ) 1
 MA2179  NAD 83(1986)-  41 42 33.99459(N)    078 03 41.85272(W) AD(       ) 1
 MA2179  NAD 27      -  41 42 33.75887(N)    078 03 42.84011(W) AD(       ) 1
 MA2179  NGVD 29 (07/19/86)  744.2    (m)         2442.     (f) VERT ANG       
 MA2179
 MA2179.Superseded values are not recommended for survey control.
 MA2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2179.See file dsdata.txt to determine how the superseded data were derived.
 MA2179
 MA2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG4446621690(NAD 83)
 MA2179_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2179_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MA2179
 MA2179  HISTORY     - Date     Condition        Report By
 MA2179  HISTORY     - 1967     MONUMENTED       CGS
 MA2179
 MA2179                          STATION DESCRIPTION
 MA2179
 MA2179'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 MA2179'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF ROULETTE, 6 MILES
 MA2179'NORTHEAST OF AUSTIN, 5 MILES SOUTHWEST OF COUDERSPORT AND
 MA2179'ON PROPERTY OF MRS. MYRTLE HOUSE.
 MA2179'
 MA2179'TO REACH THE STATION FROM THE COURTHOUSE IN COUDERSPORT, GO EAST ON
 MA2179'U.S. HIGHWAY 6 AND STATE HIGHWAY 44 FOR 1.85 MILES TO A CROSSROAD
 MA2179'AT A CAUTION LIGHT.  TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 872 FOR
 MA2179'5.6 MILES TO A SIDE ROAD RIGHT AND A LOCKED PIPE GATE.  TURN RIGHT,
 MA2179'PASS THROUGH THE GATE AND GO WEST ON A DIRT ROAD FOR 0.25 MILE TO A
 MA2179'FORK.  BEAR LEFT AND GO SOUTHWEST ON A DIRT ROAD FOR 0.75 MILE TO
 MA2179'A T-ROAD.  TURN LEFT AND GO SOUTH ON A DIRT ROAD FOR 0.05 MILE TO A
 MA2179'DIM TRACK ROAD RIGHT.  *TURN RIGHT, GO SOUTHWEST AND WEST ON A DIM
 MA2179'TRACK ROAD FOR 0.3 MILE TO THE TOP OF THE HILL AND THE STATION ON
 MA2179'THE LEFT.
 MA2179'
 MA2179'THE STATION MARK IS A STANDARD DISK STAMPED HOUSE 1967, SET IN THE
 MA2179'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 MA2179'GROUND.  IT IS 19 FEET SOUTH OF THE CENTER OF THE DIM TRACK ROAD AND
 MA2179'4 FEET NORTH OF A METAL WITNESS POST.
 MA2179'
 MA2179'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HOUSE NO 1 1967, SET IN
 MA2179'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 6
 MA2179'INCHES ABOVE THE GROUND.  IT IS 46 FEET NORTHWEST OF THE CENTER OF
 MA2179'THE DIM TRACK ROAD, 2 FEET NORTH OF A METAL WITNESS POST AND ABOUT 2
 MA2179'FEET HIGHER IN ELEVATION THAN THE STATION MARK.
 MA2179'
 MA2179'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HOUSE NO 2 1967, SET IN
 MA2179'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2
 MA2179'INCHES ABOVE THE GROUND.  IT IS 27 FEET NORTH OF THE CENTER OF THE
 MA2179'DIM TRACK ROAD, 2 FEET EAST OF A METAL WITNESS POST AND ABOUT 2
 MA2179'FEET HIGHER IN ELEVATION THAN THE STATION MARK.
 MA2179'
 MA2179'NOTE- NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 MA2179'
 MA2179'*/4-WHEEL DRIVE REQUIRED)
 MA2179'
 MA2179'NO MEASUREMENTS BETWEEN RMS TREES ON LINE.
 MA2179'
 MA2179'HEIGHT OF LIGHT ABOVE STATION MARK 26.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3695 ***********************************************************************
 KV3695  DESIGNATION -  HOUSE OF CORRECTION 3
 KV3695  PID         -  KV3695
 KV3695  STATE/COUNTY-  PA/PHILADELPHIA
 KV3695  USGS QUAD   -  FRANKFORD (1997)
 KV3695
 KV3695                         *CURRENT SURVEY CONTROL
 KV3695  ___________________________________________________________________
 KV3695* NAD 83(1992)-  40 01 30.71050(N)    075 00 51.45223(W)     ADJUSTED  
 KV3695* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 KV3695  ___________________________________________________________________
 KV3695  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 KV3695  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KV3695
 KV3695  HORZ ORDER  -  SECOND
 KV3695
 KV3695.The horizontal coordinates were established by classical geodetic methods
 KV3695.and adjusted by the National Geodetic Survey in June 2002..
 KV3695
 KV3695.The orthometric height was scaled from a topographic map.
 KV3695
 KV3695.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3695
 KV3695.The geoid height was determined by GEOID03.
 KV3695
 KV3695;                    North         East     Units Scale Factor Converg.
 KV3695;SPC PA S     -    80,437.626   833,486.338   MT  0.99998691   +1 46 29.7
 KV3695;SPC PA S     -   263,902.44  2,734,529.76   sFT  0.99998691   +1 46 29.7
 KV3695;SPC NJ       -   132,438.619   106,103.032   MT  0.99992371   -0 19 50.7
 KV3695;SPC NJ       -   434,509.04    348,106.36   sFT  0.99992371   -0 19 50.7
 KV3695;UTM  18      - 4,430,553.983   498,780.463   MT  0.99960002   -0 00 33.1
 KV3695
 KV3695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3695!SPC PA S     -   1.00000490  x   0.99998691  =   0.99999181
 KV3695!SPC NJ       -   1.00000490  x   0.99992371  =   0.99992861
 KV3695!UTM  18      -   1.00000490  x   0.99960002  =   0.99960492
 KV3695
 KV3695:                Primary Azimuth Mark                     Grid Az
 KV3695:SPC PA S     -  WELLS 2                                  127 25 58.8
 KV3695:SPC NJ       -  WELLS 2                                  129 32 19.2
 KV3695:UTM  18      -  WELLS 2                                  129 13 01.6
 KV3695
 KV3695|---------------------------------------------------------------------|
 KV3695| PID    Reference Object                     Distance      Geod. Az  |
 KV3695|                                                           dddmmss.s |
 KV3695| KV3713 WELLS 2                             APPROX. 1.1 KM 1291228.5 |
 KV3695| JU3019 RADIO STATION WCAU MAST             APPROX. 5.6 KM 1545737.8 |
 KV3695| KV6699 HOUSE OF CORRECTION 3 RM 1            7.353 METERS 17343     |
 KV3695| KV3689 TACONY ST VINCENTS SCH CUPOLA       APPROX. 1.5 KM 2582407.3 |
 KV3695| CB3583 HOUSE OF CORRECTION 3 RM 2           33.964 METERS 31005     |
 KV3695| KV3694 HOLMESBURG SIGNATUR HOSIERY TK      APPROX. 1.3 KM 3161208.1 |
 KV3695|---------------------------------------------------------------------|
 KV3695
 KV3695                          SUPERSEDED SURVEY CONTROL
 KV3695
 KV3695  NAD 83(1996)-  40 01 30.71049(N)    075 00 51.45223(W) AD(       ) 2
 KV3695  NAD 83(1991)-  40 01 30.70823(N)    075 00 51.45463(W) AD(       ) 2
 KV3695  NAD 83(1986)-  40 01 30.70830(N)    075 00 51.45510(W) AD(       ) 2
 KV3695  NAD 27      -  40 01 30.30500(N)    075 00 52.83800(W) AD(       ) 2
 KV3695
 KV3695.Superseded values are not recommended for survey control.
 KV3695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3695.See file dsdata.txt to determine how the superseded data were derived.
 KV3695
 KV3695_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9878030554(NAD 83)
 KV3695_MARKER: DS = TRIANGULATION STATION DISK
 KV3695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3695
 KV3695  HISTORY     - Date     Condition        Report By
 KV3695  HISTORY     - 1935     MONUMENTED       CGS
 KV3695  HISTORY     - 1946     GOOD             CGS
 KV3695  HISTORY     - 1958     GOOD             CGS
 KV3695  HISTORY     - 1962     MARK NOT FOUND   CGS
 KV3695
 KV3695                          STATION DESCRIPTION
 KV3695
 KV3695'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV3695'BETWEEN TACONY AND TORRESDALE ON THE MUNICIPAL WHARF AT THE
 KV3695'PHILADELPHIA HOUSE OF CORRECTION, 15.97 METERS S OF E CORNER WHARF
 KV3695'HOUSE, 6.70 METERS SE OF S CORNER OF SAME, 18.45 METERS SW FROM
 KV3695'CENTER OF NE BOLLARD, 6.07 METERS N OF SW BOLLARD. REFERENCE MARK NO.
 KV3695'1 AND NO. 2 ARE STANDARD TABLETS, RESPECTIVELY ON CONCRETE FOUNDATION
 KV3695'S OF SW BOLLARD AND ON CONCRETE WALL ON SW SIDE OF WHARF.
 KV3695'
 KV3695'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 KV3695'CONCRETE AS DESCRIBED.
 KV3695'
 KV3695'NOTE--MAIN SCHEME STATION.
 KV3695'
 KV3695'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 KV3695
 KV3695                          STATION RECOVERY (1946)
 KV3695
 KV3695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 KV3695'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  DISTANCES
 KV3695'TO REFERENCE MARKS WERE MEASURED AND FOUND TO BE CORRECT.  THE
 KV3695'ORIGINAL 1935 DESCRIPTION IS ADEQUATE.
 KV3695
 KV3695                          STATION RECOVERY (1958)
 KV3695
 KV3695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JEG)
 KV3695'STATION MARK AND REFERENCE MARK 1 AND 2 WERE RECOVERED AND FOUND TO
 KV3695'BE IN GOOD CONDITION.  MEASURMENTS WERE MADE FROM THE STATION MARK
 KV3695'TO THE REFERENCE MARKS AND FOUND TO BE CORRECT.  THE OLD DESCRIPTION
 KV3695'OF THE STATION AND THE LOCATION ARE ADEQUATE.
 KV3695'
 KV3695'THE TO REACH WAS INADEQUATE AND A NEW COMPLETE TO REACH FOLLOWS.
 KV3695'
 KV3695'REACHED FROM THE NORTH END OF THE
 KV3695'TACONY-PALMYRA TOLL BRIDGE WHICH SPANS THE DELAWARE RIVER BY GOING
 KV3695'EAST, ON STATE STREET FOR 1.75 MILES, TO THE SECOND 1 OF 2 GATES
 KV3695'ENTERING INTO THE PHILADELPHIA HOUSE OF CORRECTION, TURN RIGHT, PASS
 KV3695'THROUGH THE GATE AND GO SOUTH, ON PAVED ROAD FOR 0.25 MILE, PARRY
 KV3695'LEFT FOR A SHORT 0.1 MILE AND GO SOUTH, ON A CINDER ROAD FOR 0.3
 KV3695'MILE, SOUTHWEST CORNER OF WHARF AND STATION MARK.
 KV3695
 KV3695                          STATION RECOVERY (1962)
 KV3695
 KV3695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (FBM)
 KV3695'THIS STATION COULD NOT BE RECOVERED BECAUSE A LIFEBOAT HAS BEEN
 KV3695'PLACED OVER THE MARK.  THE REFERENCE MARKS WERE RECOVERED AS
 KV3695'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0247 ***********************************************************************
 JV0247  DESIGNATION -  HOUSTON
 JV0247  PID         -  JV0247
 JV0247  STATE/COUNTY-  PA/LANCASTER
 JV0247  USGS QUAD   -  GAP (1989)
 JV0247
 JV0247                         *CURRENT SURVEY CONTROL
 JV0247  ___________________________________________________________________
 JV0247* NAD 83(1992)-  39 59 19.47956(N)    076 02 41.96083(W)     ADJUSTED  
 JV0247* NAVD 88     -       153.975  (meters)     505.17   (feet)  ADJUSTED  
 JV0247  ___________________________________________________________________
 JV0247  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 JV0247  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JV0247  DYNAMIC HT  -         153.896 (meters)     504.91  (feet)  COMP
 JV0247  MODELED GRAV-     980,110.1   (mgal)                       NAVD 88
 JV0247
 JV0247  HORZ ORDER  -  SECOND
 JV0247  VERT ORDER  -  SECOND    CLASS 0
 JV0247
 JV0247.The horizontal coordinates were established by classical geodetic methods
 JV0247.and adjusted by the National Geodetic Survey in June 2002..
 JV0247
 JV0247.The orthometric height was determined by differential leveling
 JV0247.and adjusted by the National Geodetic Survey in June 1991..
 JV0247
 JV0247.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV0247
 JV0247.The geoid height was determined by GEOID03.
 JV0247
 JV0247.The dynamic height is computed by dividing the NAVD 88
 JV0247.geopotential number by the normal gravity value computed on the
 JV0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0247.degrees latitude (g = 980.6199 gals.).
 JV0247
 JV0247.The modeled gravity was interpolated from observed gravity values.
 JV0247
 JV0247;                    North         East     Units Scale Factor Converg.
 JV0247;SPC PA S     -    74,179.043   745,611.117   MT  0.99999180   +1 06 22.3
 JV0247;SPC PA S     -   243,369.08  2,446,225.81   sFT  0.99999180   +1 06 22.3
 JV0247;UTM  18      - 4,427,030.817   410,784.527   MT  0.99969798   -0 40 17.7
 JV0247
 JV0247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV0247!SPC PA S     -   0.99998114  x   0.99999180  =   0.99997294
 JV0247!UTM  18      -   0.99998114  x   0.99969798  =   0.99967912
 JV0247
 JV0247:                Primary Azimuth Mark                     Grid Az
 JV0247:SPC PA S     -  HOUSTON AZ MK                            117 16 57.9
 JV0247:UTM  18      -  HOUSTON AZ MK                            119 03 37.9
 JV0247
 JV0247|---------------------------------------------------------------------|
 JV0247| PID    Reference Object                     Distance      Geod. Az  |
 JV0247|                                                           dddmmss.s |
 JV0247| CA9537 HOUSTON AZ MK                                      1182320.2 |
 JV0247| CA9538 HOUSTON RM 1                          9.070 METERS 26851     |
 JV0247| CA9539 HOUSTON RM 2                          7.025 METERS 33645     |
 JV0247|---------------------------------------------------------------------|
 JV0247
 JV0247                          SUPERSEDED SURVEY CONTROL
 JV0247
 JV0247  NAD 83(1991)-  39 59 19.47870(N)    076 02 41.96212(W) AD(       ) 2
 JV0247  NAD 83(1986)-  39 59 19.47120(N)    076 02 41.96488(W) AD(       ) 2
 JV0247  NAD 27      -  39 59 19.10185(N)    076 02 43.13257(W) AD(       ) 2
 JV0247  NGVD 29 (??/??/??)  154.244  (m)          506.05   (f) ADJUSTED    2 0
 JV0247
 JV0247.Superseded values are not recommended for survey control.
 JV0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0247.See file dsdata.txt to determine how the superseded data were derived.
 JV0247
 JV0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK1078527031(NAD 83)
 JV0247_MARKER: DE = TRAVERSE STATION DISK
 JV0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV0247_STAMPING: HOUSTON 1966
 JV0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV0247+STABILITY: SURFACE MOTION
 JV0247
 JV0247  HISTORY     - Date     Condition        Report By
 JV0247  HISTORY     - 1966     MONUMENTED       CGS
 JV0247  HISTORY     - 1966     GOOD             CGS
 JV0247  HISTORY     - 1969     GOOD             AEROS
 JV0247  HISTORY     - 1970     GOOD             PADH
 JV0247
 JV0247                          STATION DESCRIPTION
 JV0247
 JV0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 JV0247'THE STATION IS LOCATED ABOUT 1.5 MILES WEST OF GAP, 0.5 MILE SOUTH OF
 JV0247'U. S. HIGHWAY 30 AND 0.15 MILE WEST OF HOUSTON RUN CREEK. THE
 JV0247'MARK IS ON THE PROPERTY LINE OF MR. JOHN K. LAPP AND THE PENNSYLVANIA
 JV0247'RAILROAD.
 JV0247'
 JV0247'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 30 AND STATE
 JV0247'HIGHWAY 41 IN GAP, GO WEST ON U. S. HIGHWAY 30 FOR 1.25 MILES
 JV0247'TO A SIDE ROAD ON THE LEFT, TURN LEFT ON BRACKBILL RD. AND GO 0.55
 JV0247'MILE TO A T-ROAD, TURN RIGHT AND GO WEST FOR 0.1 MILE TO A
 JV0247'FARM LANE ON THE LEFT, CONTINUE WEST FOR 0.05 MILE TO A HOUSE ON THE
 JV0247'LEFT AND BARN ON THE RIGHT, PASS BETWEEN HOUSE AND BARN AND
 JV0247'FOLLOW ROAD NORTH AND THEN WEST FOR 0.05 MILE TO A GATE, TURN RIGHT
 JV0247'AND GO NORTH ALONG RAILROAD TRACKS FOR 0.15 MILE TO THE STATION
 JV0247'ON THE LEFT.
 JV0247'
 JV0247'THE STATION MARK IS 39 FEET EAST OF THE EAST RAIL OF RAILROAD TRACKS,
 JV0247'13 FEET WEST OF THE APPROXIMATE CENTER OF TRACK ROAD AND 9.2
 JV0247'FEET NORTH OF A METAL WITNESS POST. THE MARK IS A STANDARD TRAVERSE
 JV0247'DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 4
 JV0247'INCHES AND STAMPED HOUSTON 1966.
 JV0247'
 JV0247'REFERENCE MARK NO 1 IS 41 FEET WEST OF THE APPROXIMATE CENTER OF
 JV0247'TRACK ROAD AND 11 FEET EAST OF THE EAST RAIL OF RAILROAD
 JV0247'TRACKS. THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 JV0247'CONCRETE BASE OF POWERLINE POLE AND STAMPED HOUSTON NO 1
 JV0247'1966.
 JV0247'
 JV0247'REFERENCE MARK NO 2 IS 40 FEET EAST OF THE EAST RAIL OF RAILROAD
 JV0247'TRACKS AND 15 FEET WEST OF THE APPROXIMATED CENTER OF
 JV0247'TRACK ROAD. THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 JV0247'CONCRETE POST PROJECTING 4 INCHES AND STAMPED HOUSTON NO 2
 JV0247'1966.
 JV0247'
 JV0247'THE AZIMUTH MARK IS 42 FEET NORTH OF THE CENTERLINE OF STRASBURG RD.
 JV0247'AND 24 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD TRACKS.
 JV0247'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE
 JV0247'BASE OF POWERLINE POLE AND STAMPED HOUSTON 1966.
 JV0247'
 JV0247'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE TRACK ROAD AND THE
 JV0247'FARM LANE, GO SOUTH ON THE FARM LANE, PASSING UNDER THE
 JV0247'RAILROAD TRACKS, FOR 0.15 MILE TO STRASBURG RD., TURN LEFT ON
 JV0247'STRASBURG RD. AND GO EAST FOR 0.25 MILE TO THE MARK ON THE
 JV0247'LEFT.
 JV0247'
 JV0247'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 JV0247
 JV0247                          STATION RECOVERY (1966)
 JV0247
 JV0247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JV0247'1.5 MI W FROM GAP.
 JV0247'ABOUT 1.5 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JV0247'STATION IN GAP, 1.1 MILES EAST OF KINZER, 23.05 FEET SOUTH OF
 JV0247'RM 2, 29.76 FEET EAST OF RM 1, 39 FEET EAST OF THE EAST RAIL,
 JV0247'13 FEET WEST OF THE APPROXIMATE CENTER OF A TRACK ROAD, 9.2
 JV0247'FEET NORTH OF A METAL WITNESS SIGN, SET IN THE TOP OF CONCRETE
 JV0247'POST PROJECTING 4-INCHES AND IS ABOUT 1 FOOT BELOW THE LEVEL
 JV0247'OF THE ROAD.
 JV0247
 JV0247                          STATION RECOVERY (1969)
 JV0247
 JV0247'RECOVERY NOTE BY AERO SERVICE CORPORATION 1969
 JV0247'1966 HOUSTON USC AND GS GOOD, RECOVERED AS DESCRIBED.
 JV0247
 JV0247                          STATION RECOVERY (1970)
 JV0247
 JV0247'RECOVERY NOTE BY PA DEPT OF HIGHWAYS 1970 (LRC)
 JV0247'HOUSTON 1966 GOOD
 JV0247'HOUSTON NO 1 1966 GOOD
 JV0247'HOUSTON NO 2 1966 GOOD
 JV0247'HOUSTON 1966 AZ MARK GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3122 ***********************************************************************
 KY3122  DESIGNATION -  HOUSTON
 KY3122  PID         -  KY3122
 KY3122  STATE/COUNTY-  PA/WASHINGTON
 KY3122  USGS QUAD   -  WASHINGTON EAST (1977)
 KY3122
 KY3122                         *CURRENT SURVEY CONTROL
 KY3122  ___________________________________________________________________
 KY3122* NAD 83(1992)-  40 14 41.77097(N)    080 12 18.82336(W)     ADJUSTED  
 KY3122* NAVD 88     -       328.     (meters)    1076.     (feet)  SCALED    
 KY3122  ___________________________________________________________________
 KY3122  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 KY3122  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KY3122
 KY3122  HORZ ORDER  -  SECOND
 KY3122
 KY3122.The horizontal coordinates were established by classical geodetic methods
 KY3122.and adjusted by the National Geodetic Survey in June 2002..
 KY3122
 KY3122.The orthometric height was scaled from a topographic map.
 KY3122
 KY3122.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3122
 KY3122.The geoid height was determined by GEOID03.
 KY3122
 KY3122;                    North         East     Units Scale Factor Converg.
 KY3122;SPC PA S     -   104,123.249   391,123.619   MT  0.99996591   -1 35 34.6
 KY3122;SPC PA S     -   341,611.03  1,283,211.41   sFT  0.99996591   -1 35 34.6
 KY3122;UTM  17      - 4,455,246.248   567,598.784   MT  0.99965625   +0 30 48.6
 KY3122
 KY3122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3122!SPC PA S     -   0.99995386  x   0.99996591  =   0.99991977
 KY3122!UTM  17      -   0.99995386  x   0.99965625  =   0.99961013
 KY3122
 KY3122|---------------------------------------------------------------------|
 KY3122| PID    Reference Object                     Distance      Geod. Az  |
 KY3122|                                                           dddmmss.s |
 KY3122| CX4713 HOUSTON RM 1                          7.381 METERS 05331     |
 KY3122| KY3119 SCHOOL                              APPROX. 1.1 KM 0635714.1 |
 KY3122| KY3117 CANONSBURG W PA POWER RAD MAST      APPROX. 1.8 KM 1281108.6 |
 KY3122| KY3133 WASHINGTON RADIO STA WJPA MAST      APPROX. 6.6 KM 2012505.0 |
 KY3122| CX4714 HOUSTON RM 2                          7.723 METERS 29501     |
 KY3122|---------------------------------------------------------------------|
 KY3122
 KY3122                          SUPERSEDED SURVEY CONTROL
 KY3122
 KY3122  NAD 83(1995)-  40 14 41.77100(N)    080 12 18.82359(W) AD(       ) 2
 KY3122  NAD 83(1986)-  40 14 41.77492(N)    080 12 18.83210(W) AD(       ) 2
 KY3122  NAD 27      -  40 14 41.52130(N)    080 12 19.62300(W) AD(       ) 2
 KY3122
 KY3122.Superseded values are not recommended for survey control.
 KY3122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3122.See file dsdata.txt to determine how the superseded data were derived.
 KY3122
 KY3122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE6759955246(NAD 83)
 KY3122_MARKER: DS = TRIANGULATION STATION DISK
 KY3122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3122
 KY3122  HISTORY     - Date     Condition        Report By
 KY3122  HISTORY     - 1959     MONUMENTED       CGS
 KY3122
 KY3122                          STATION DESCRIPTION
 KY3122
 KY3122'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 KY3122'THE STATION IS LOCATED ON A LOW, GRASSY HILL, JUST ABOVE A GARBAGE
 KY3122'DISPOSAL AREA. IT IS ON PROPERTY OWNED BY THE CITY OF HOUSTON AND
 KY3122'IS ABOUT 1/4 MILE EAST OF HOUSTON.
 KY3122'
 KY3122'TO REACH THE STATION FROM THE POST OFFICE IN HOUSTON GO SOUTH ON
 KY3122'PIKE STREET TO THE JUNCTION OF COUNTY HIGHWAY 62090, PIKE STREET
 KY3122'AND MAIN STREET. TURN LEFT AND GO EAST ON MAIN STREET AND COUNTY
 KY3122'HIGHWAY 62090 FOR 0.46 MILE TO A WIRE GATE ON THE RIGHT, SOUTH,
 KY3122'SIDE OF THE HIGHWAY. TURN RIGHT, PASS THROUGH THE GATE AND GO
 KY3122'SOUTH ON A GRAVELED ROAD FOR 0.08 MILE TO A FORK. TAKE THE RIGHT
 KY3122'HAND FORK AND GO WEST ON A GRAVELED ROAD FOR 0.15 MILE TO A DIM
 KY3122'TRACK ROAD ON THE LEFT. TURN LEFT AND GO SOUTHEAST AND SOUTH UP A
 KY3122'STEEP GRADE ON A DIM TRACK ROAD FOR 0.11 MILE TO THE HIGHEST
 KY3122'POINT OF THE HILL, A STANDARD METAL WITNESS POST AND MARKER AND
 KY3122'THE STATION.
 KY3122'
 KY3122'THE STATION MARK, A STANDARD DISK STAMPED HOUSTON 1959, IS SET IN
 KY3122'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KY3122'SURFACE OF THE GROUND. IT IS 4.2 FEET SOUTH OF A STANDARD METAL
 KY3122'WITNESS POST AND MARKER.
 KY3122'
 KY3122'REFERENCE MARK 1, A STANDARD DISK STAMPED HOUSTON NO 1 1959, IS
 KY3122'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 KY3122'THE SURFACE OF THE GROUND. IT IS 21 FEET NORTHEAST OF THE METAL
 KY3122'WITNESS POST AND MARKER AND IS ABOUT THE SAME ELEVATION AS THE
 KY3122'STATION.
 KY3122'
 KY3122'REFERENCE MARK 2, A STANDARD DISK STAMPED HOUSTON NO 2 1959, IS
 KY3122'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 KY3122'1 INCH ABOVE THE SURFACE OF THE GROUND. IT IS 23.9 FEET
 KY3122'WEST-NORTHWEST OF THE STANDARD METAL WITNESS POST AND MARKER AND
 KY3122'IS ABOUT THE SAME ELEVATION AS THE STATION.
 KY3122'
 KY3122'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 KY3122'TRIANGULATION STATION SCHOOL MAY BE USED AS AN AZIMUTH MARK.
 KY3122'
 KY3122'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0248 ***********************************************************************
 JV0248  DESIGNATION -  HOUSTON RM 1
 JV0248  PID         -  JV0248
 JV0248  STATE/COUNTY-  PA/LANCASTER
 JV0248  USGS QUAD   -  GAP (1989)
 JV0248
 JV0248                         *CURRENT SURVEY CONTROL
 JV0248  ___________________________________________________________________
 JV0248* NAD 83(1986)-  39 59 20.     (N)    076 02 44.     (W)     SCALED    
 JV0248* NAVD 88     -       154.653  (meters)     507.39   (feet)  ADJUSTED  
 JV0248  ___________________________________________________________________
 JV0248  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JV0248  DYNAMIC HT  -         154.573 (meters)     507.13  (feet)  COMP
 JV0248  MODELED GRAV-     980,110.1   (mgal)                       NAVD 88
 JV0248
 JV0248  VERT ORDER  -  SECOND    CLASS 0
 JV0248
 JV0248.The horizontal coordinates were scaled from a topographic map and have
 JV0248.an estimated accuracy of +/- 6 seconds.
 JV0248
 JV0248.The orthometric height was determined by differential leveling
 JV0248.and adjusted by the National Geodetic Survey in June 1991..
 JV0248
 JV0248.The geoid height was determined by GEOID03.
 JV0248
 JV0248.The dynamic height is computed by dividing the NAVD 88
 JV0248.geopotential number by the normal gravity value computed on the
 JV0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0248.degrees latitude (g = 980.6199 gals.).
 JV0248
 JV0248.The modeled gravity was interpolated from observed gravity values.
 JV0248
 JV0248;                    North         East    Units  Estimated Accuracy
 JV0248;SPC PA S     -    74,190.      745,560.      MT  (+/- 180 meters Scaled)
 JV0248
 JV0248                          SUPERSEDED SURVEY CONTROL
 JV0248
 JV0248  NGVD 29 (??/??/??)  154.921  (m)          508.27   (f) ADJUSTED    2 0
 JV0248
 JV0248.Superseded values are not recommended for survey control.
 JV0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0248.See file dsdata.txt to determine how the superseded data were derived.
 JV0248
 JV0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK107270(NAD 83)
 JV0248_MARKER: DR = REFERENCE MARK DISK
 JV0248_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV0248_SP_SET: BASE
 JV0248_STAMPING: HOUSTON NO 1 1966
 JV0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV0248
 JV0248  HISTORY     - Date     Condition        Report By
 JV0248  HISTORY     - 1966     MONUMENTED       CGS
 JV0248
 JV0248                          STATION DESCRIPTION
 JV0248
 JV0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JV0248'1.5 MI W FROM GAP.
 JV0248'AT THE HOUSTON STATION SITE-- 29.76 FEET WEST OF THE STATION,
 JV0248'41 FEET WEST OF THE APPROXIMATE CENTER OF THE TRACK ROAD, 11
 JV0248'FEET EAST OF THE EAST RAIL, SET IN THE TOP OF A CONCRETE BASE
 JV0248'OF A POWER LINE POLE AND IS ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0249 ***********************************************************************
 JV0249  DESIGNATION -  HOUSTON RM 2
 JV0249  PID         -  JV0249
 JV0249  STATE/COUNTY-  PA/LANCASTER
 JV0249  USGS QUAD   -  GAP (1989)
 JV0249
 JV0249                         *CURRENT SURVEY CONTROL
 JV0249  ___________________________________________________________________
 JV0249* NAD 83(1986)-  39 59 20.     (N)    076 02 44.     (W)     SCALED    
 JV0249* NAVD 88     -       153.955  (meters)     505.10   (feet)  ADJUSTED  
 JV0249  ___________________________________________________________________
 JV0249  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 JV0249  DYNAMIC HT  -         153.876 (meters)     504.84  (feet)  COMP
 JV0249  MODELED GRAV-     980,110.1   (mgal)                       NAVD 88
 JV0249
 JV0249  VERT ORDER  -  SECOND    CLASS 0
 JV0249
 JV0249.The horizontal coordinates were scaled from a topographic map and have
 JV0249.an estimated accuracy of +/- 6 seconds.
 JV0249
 JV0249.The orthometric height was determined by differential leveling
 JV0249.and adjusted by the National Geodetic Survey in June 1991..
 JV0249
 JV0249.The geoid height was determined by GEOID03.
 JV0249
 JV0249.The dynamic height is computed by dividing the NAVD 88
 JV0249.geopotential number by the normal gravity value computed on the
 JV0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0249.degrees latitude (g = 980.6199 gals.).
 JV0249
 JV0249.The modeled gravity was interpolated from observed gravity values.
 JV0249
 JV0249;                    North         East    Units  Estimated Accuracy
 JV0249;SPC PA S     -    74,190.      745,560.      MT  (+/- 180 meters Scaled)
 JV0249
 JV0249                          SUPERSEDED SURVEY CONTROL
 JV0249
 JV0249  NGVD 29 (??/??/??)  154.224  (m)          505.98   (f) ADJUSTED    2 0
 JV0249
 JV0249.Superseded values are not recommended for survey control.
 JV0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0249.See file dsdata.txt to determine how the superseded data were derived.
 JV0249
 JV0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK107270(NAD 83)
 JV0249_MARKER: DR = REFERENCE MARK DISK
 JV0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV0249_STAMPING: HOUSTON NO 2 1966
 JV0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV0249+STABILITY: SURFACE MOTION
 JV0249
 JV0249  HISTORY     - Date     Condition        Report By
 JV0249  HISTORY     - 1966     MONUMENTED       CGS
 JV0249
 JV0249                          STATION DESCRIPTION
 JV0249
 JV0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JV0249'1.5 MI W FROM GAP.
 JV0249'AT THE HOUSTON STATION SITE-- 23.05 FEET NORTH OF THE STATION,
 JV0249'40 FEET EAST OF THE EAST RAIL, 15 FEET WEST OF THE APPROXIMATE
 JV0249'CENTER OF THE TRACK ROAD, SET IN THE TOP OF A CONCRETE POST
 JV0249'PROJECTING 4-INCHES AND IS ABOUT LEVEL WITH THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2229 ***********************************************************************
 MA2229  DESIGNATION -  HOWARD
 MA2229  PID         -  MA2229
 MA2229  STATE/COUNTY-  PA/CAMERON
 MA2229  USGS QUAD   -  WEST CREEK (1981)
 MA2229
 MA2229                         *CURRENT SURVEY CONTROL
 MA2229  ___________________________________________________________________
 MA2229* NAD 83(1992)-  41 27 45.24978(N)    078 20 47.37980(W)     ADJUSTED  
 MA2229* NAVD 88     -       636.3    (meters)    2088.     (feet)  VERTCON   
 MA2229  ___________________________________________________________________
 MA2229  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 MA2229  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 MA2229
 MA2229  HORZ ORDER  -  SECOND
 MA2229
 MA2229.The horizontal coordinates were established by classical geodetic methods
 MA2229.and adjusted by the National Geodetic Survey in June 2002..
 MA2229
 MA2229.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2229
 MA2229.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2229
 MA2229.The geoid height was determined by GEOID03.
 MA2229
 MA2229;                    North         East     Units Scale Factor Converg.
 MA2229;SPC PA N     -   144,086.753   550,168.866   MT  0.99995715   -0 23 40.6
 MA2229;SPC PA N     -   472,724.62  1,805,012.35   sFT  0.99995715   -0 23 40.6
 MA2229;UTM  17      - 4,593,507.783   721,606.306   MT  1.00020440   +1 45 27.7
 MA2229
 MA2229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2229!SPC PA N     -   0.99990519  x   0.99995715  =   0.99986234
 MA2229!UTM  17      -   0.99990519  x   1.00020440  =   1.00010957
 MA2229
 MA2229:                Primary Azimuth Mark                     Grid Az
 MA2229:SPC PA N     -  HOWARD AZ MK                             082 43 28.0
 MA2229:UTM  17      -  HOWARD AZ MK                             080 34 19.7
 MA2229
 MA2229|---------------------------------------------------------------------|
 MA2229| PID    Reference Object                     Distance      Geod. Az  |
 MA2229|                                                           dddmmss.s |
 MA2229| CK7510 HOWARD AZ MK                                       0821947.4 |
 MA2229| CK7512 HOWARD RM 2                          19.392 METERS 25746     |
 MA2229| CK7511 HOWARD RM 1                          21.690 METERS 34308     |
 MA2229|---------------------------------------------------------------------|
 MA2229
 MA2229                          SUPERSEDED SURVEY CONTROL
 MA2229
 MA2229  NAD 83(1986)-  41 27 45.25022(N)    078 20 47.38267(W) AD(       ) 2
 MA2229  NAD 27      -  41 27 45.02605(N)    078 20 48.33473(W) AD(       ) 2
 MA2229  NGVD 29 (07/19/86)  636.5    (m)         2088.     (f) VERT ANG       
 MA2229
 MA2229.Superseded values are not recommended for survey control.
 MA2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2229.See file dsdata.txt to determine how the superseded data were derived.
 MA2229
 MA2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF2160693508(NAD 83)
 MA2229_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2229
 MA2229  HISTORY     - Date     Condition        Report By
 MA2229  HISTORY     - 1968     MONUMENTED       CGS
 MA2229
 MA2229                          STATION DESCRIPTION
 MA2229
 MA2229'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA2229'THE STATION IS LOCATED ABOUT 11 MILES EAST-NORTHEAST OF ST. MARYS, 7
 MA2229'MILES WEST-SOUTHWEST OF EMPORIUM AND 1.5 MILES SOUTHEAST OF
 MA2229'TRUMAN.  IT IS AT THE SOUTH EDGE OF A POWERLINE CLEARING ON PROPERTY
 MA2229'OWNED BY THE STATE GAME LANDS.
 MA2229'
 MA2229'TO REACH THE STATION FROM THE POST OFFICE IN EMPORIUM, GO WEST ON
 MA2229'U.S. HIGHWAY 120 FOR 5.0 MILES TO A SIDE ROAD ON THE LEFT, TURN
 MA2229'LEFT, CROSSING RAILROAD TRACKS AND A STEEL BRIDGE, AND GO SOUTHWEST
 MA2229'ON THE GRAVELED ROAD FOR 0.95 MILE TO A FORK, TAKE THE RIGHT FORK
 MA2229'AND CONTINUE SOUTHWEST ON THE GRAVELED ROAD FOR 1.05 MILES TO A SIDE
 MA2229'ROAD ON THE RIGHT, TURN RIGHT AND GO NORTHWEST ON THE GRAVELED ROAD
 MA2229'FOR 100 FEET TO A LOCKED GATE, PASS THROUGH THE GATE AND CONTINUE
 MA2229'NORTHWEST ON THE GRAVELED ROAD FOR 0.4 MILE TO A FORK AND A HUNTING
 MA2229'LODGE ON THE LEFT, TAKE THE RIGHT FORK AND GO NORTHWEST ON THE
 MA2229'GRAVELED ROAD FOR 0.25 MILE TO A LOCKED GATE, PASS THROUGH THE GATE
 MA2229'AND CONTINUE NORTHWEST ON THE GRAVELED ROAD FOR 0.05 MILE TO A
 MA2229'POWERLINE CLEARING ON THE RIGHT, TURN SHARP RIGHT AND GO EAST ALONG
 MA2229'THE POWERLINE ON A TRACK ROAD FOR 0.55 MILE TO THE STATION ON THE
 MA2229'RIGHT.
 MA2229'
 MA2229'THE STATION MARK IS 64 FEET SOUTHEAST OF POWERLINE POLE NO. 9/19, 33
 MA2229'FEET SOUTH OF THE APPROXIMATE CENTER OF THE TRACK ROAD AND 2.9 FEET
 MA2229'NORTH-NORTHEAST OF A METAL WITNESS POST.  THE MARK IS A STANDARD DISK
 MA2229'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 3 INCHES
 MA2229'AND IS STAMPED HOWARD 1968.
 MA2229'
 MA2229'REFERENCE MARK NO. 1 IS 46 FEET NORTHEAST OF POWERLINE POLE NO. 9/19,
 MA2229'39 FEET NORTH OF THE APPROXIMATE CENTER OF THE TRACK ROAD AND 7
 MA2229'FEET WEST-SOUTHWEST OF A 4-INCH MAPLE TREE.  THE MARK IS A STANDARD
 MA2229'DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 3 INCHES
 MA2229'AND IS STAMPED HOWARD NO 1 1968.
 MA2229'
 MA2229'REFERENCE MARK NO. 2 IS 50 FEET SOUTH-SOUTHWEST OF POWERLINE POLE NO.
 MA2229'9/19, 41 FEET SOUTH OF THE APPROXIMATE CENTER OF THE TRACK ROAD AND
 MA2229'6 FEET NORTHEAST OF A 12-INCH OAK TREE.  THE MARK IS A STANDARD DISK
 MA2229'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 3 INCHES
 MA2229'AND IS STAMPED HOWARD NO 2 1968.
 MA2229'
 MA2229'THE AZIMUTH MARK IS 7 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 MA2229'TRACK ROAD, 3 FEET WEST OF POWERLINE POLE NO. 10/2 AND 1.8 FEET
 MA2229'WEST-NORTHWEST OF A METAL WITNESS POST.  THE MARK IS A STANDARD DISK
 MA2229'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 3 INCHES AND
 MA2229'IS STAMPED HOWARD 1968.
 MA2229'
 MA2229'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE TRACK ROAD
 MA2229'FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 MA2229'
 MA2229'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1849 ***********************************************************************
 KW1849  DESIGNATION -  HOWE
 KW1849  PID         -  KW1849
 KW1849  STATE/COUNTY-  PA/PERRY
 KW1849  USGS QUAD   -  DUNCANNON (1984)
 KW1849
 KW1849                         *CURRENT SURVEY CONTROL
 KW1849  ___________________________________________________________________
 KW1849* NAD 83(1992)-  40 28 44.44211(N)    077 04 11.91404(W)     ADJUSTED  
 KW1849* NAVD 88     -       160.082  (meters)     525.20   (feet)  ADJUSTED  
 KW1849  ___________________________________________________________________
 KW1849  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 KW1849  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KW1849  DYNAMIC HT  -         160.006 (meters)     524.95  (feet)  COMP
 KW1849  MODELED GRAV-     980,150.1   (mgal)                       NAVD 88
 KW1849
 KW1849  HORZ ORDER  -  SECOND
 KW1849  VERT ORDER  -  SECOND    CLASS 0
 KW1849
 KW1849.The horizontal coordinates were established by classical geodetic methods
 KW1849.and adjusted by the National Geodetic Survey in June 2002..
 KW1849
 KW1849.The orthometric height was determined by differential leveling
 KW1849.and adjusted by the National Geodetic Survey in June 1991..
 KW1849
 KW1849.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW1849
 KW1849.The geoid height was determined by GEOID03.
 KW1849
 KW1849.The dynamic height is computed by dividing the NAVD 88
 KW1849.geopotential number by the normal gravity value computed on the
 KW1849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1849.degrees latitude (g = 980.6199 gals.).
 KW1849
 KW1849.The modeled gravity was interpolated from observed gravity values.
 KW1849
 KW1849;                    North         East     Units Scale Factor Converg.
 KW1849;SPC PA S     -   127,432.565   657,659.166   MT  0.99995962   +0 26 28.3
 KW1849;SPC PA S     -   418,085.01  2,157,670.11   sFT  0.99995962   +0 26 28.3
 KW1849;UTM  18      - 4,482,983.041   324,542.212   MT  0.99997896   -1 20 38.8
 KW1849
 KW1849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW1849!SPC PA S     -   0.99998021  x   0.99995962  =   0.99993983
 KW1849!UTM  18      -   0.99998021  x   0.99997896  =   0.99995917
 KW1849
 KW1849|---------------------------------------------------------------------|
 KW1849| PID    Reference Object                     Distance      Geod. Az  |
 KW1849|                                                           dddmmss.s |
 KW1849| KW1851 HOWE RM 1                            33.848 METERS 03326     |
 KW1849| KW1850 HOWE RM 2                            18.670 METERS 12323     |
 KW1849| KW1852 HOWE AZ MK                                         3260325.8 |
 KW1849|---------------------------------------------------------------------|
 KW1849
 KW1849                          SUPERSEDED SURVEY CONTROL
 KW1849
 KW1849  NAD 83(1986)-  40 28 44.44285(N)    077 04 11.91513(W) AD(       ) 2
 KW1849  NAD 27      -  40 28 44.14207(N)    077 04 12.98938(W) AD(       ) 2
 KW1849  NGVD 29 (??/??/??)  160.313  (m)          525.96   (f) ADJUSTED    2 0
 KW1849
 KW1849.Superseded values are not recommended for survey control.
 KW1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1849.See file dsdata.txt to determine how the superseded data were derived.
 KW1849
 KW1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK2454282983(NAD 83)
 KW1849_MARKER: DE = TRAVERSE STATION DISK
 KW1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1849_STAMPING: HOWE 1966
 KW1849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1849+STABILITY: SURFACE MOTION
 KW1849_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1849+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2004
 KW1849
 KW1849  HISTORY     - Date     Condition        Report By
 KW1849  HISTORY     - 1966     MONUMENTED       CGS
 KW1849  HISTORY     - 1966     GOOD             CGS
 KW1849  HISTORY     - 1977     GOOD             NGS
 KW1849  HISTORY     - 1977     GOOD             NGS
 KW1849  HISTORY     - 20040913 GOOD             GEOCAC
 KW1849
 KW1849                          STATION DESCRIPTION
 KW1849
 KW1849'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW1849'THE STATION IS LOCATED ABOUT 7 MILES WEST-NORTHWEST OF HALIFAX, 6
 KW1849'MILES NORTHWEST OF DUNCANNON, 3.5 MILES EAST OF NEWPORT AND ON
 KW1849'THE SOUTH RIGHT-OF-WAY OF THE EAST BOUND LANE OF U.S. HIGHWAY 22 AND
 KW1849'322 AND ABOUT 21 FEET HIGHER THAN THE HIGHWAY ON A CUT BANK.
 KW1849'
 KW1849'TO REACH THE STATION FROM THE NORTHEAST END OF THE BRIDGE AT NEWPORT,
 KW1849'GO NORTHEAST, ON THE LIVERPOOL ROAD FOR 1.1 MILES TO A CROSSROAD,
 KW1849'CONTINUE NORTHEAST ON THE LIVERPOOL ROAD FOR 0.3 MILE INTERCHANGE OF
 KW1849'U.S. HIGHWAY 22 AND 322, TURN RIGHT, EASTERLY ON THE EAST BOUND
 KW1849'LANE FOR 2.5 MILE TO TOP OF A SMALL RISE AND AZIMUTH MARK ON THE LEFT
 KW1849'IN CATCH BASIN, CONTINUE SOUTHEAST FOR 0.2 MILE TO STATION ON THE
 KW1849'RIGHT.
 KW1849'
 KW1849'THE STATION MARK IS 86 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 KW1849'U.S. HIGHWAY 22 AND 322 (SLOPE DISTANCE),  17.0 FEET NORTH OF A 5
 KW1849'INCH TREE WITH A TRIANGULAR BLAZE, 15 FEET SOUTHWEST OF THE EDGE OF
 KW1849'THE CUT BANK, 3.0 FEET EAST OF A METAL WITNESS POST.  THE STATION
 KW1849'MARK IS A STANDARD TRAVERSE DISK, STAMPED HOWE 1966, SET IN THE TOP
 KW1849'OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 KW1849'
 KW1849'REFERENCE MARK NO. 1 IS 27 FEET NORTHEAST OF THE APPROXIMATE CENTER
 KW1849'OF THE HIGHWAY, 6 INCHES NORTH OF THE SOUTH END OF THE CATCH BASIN
 KW1849'AND ABOUT 21 FEET LOWER THAN THE STATION.  IT IS A STANDARD DISK,
 KW1849'STAMPED HOWE NO 1 1966, CEMENTED IN A DRILL HOLE IN THE CATCH BASIN
 KW1849'WHICH IS ABOUT THE SAME ELEVATION AS THE HIGHWAY.
 KW1849'
 KW1849'REFERENCE MARK NO. 2 IS 85 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 KW1849'OF THE HIGHWAY, 62.5 FEET SOUTHEAST OF THE WITNESS POST, 8 FEET
 KW1849'SOUTHWEST OF THE CUT BANK AND ABOUT THE SAME ELEVATION AS THE
 KW1849'STATION.  IT IS A STANDARD DISK, STAMPED HOWE NO 2 1966, SET IN THE
 KW1849'TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 KW1849'
 KW1849'AZIMUTH MARK IS 27 FEET EAST OF THE APPROXIMATE CENTER OF THE EAST
 KW1849'BOUND LANE, 4 INCHES NORTH OF THE SOUTH END A CATCH BASIN AND ABOUT
 KW1849'THE SAME ELEVATION AS THE HIGHWAY.  IT IS A STANDARD DISK, STAMPED
 KW1849'HOWE 1966, CEMENTED IN A DRILL HOLE IN THE SOUTH END OF A CATCH
 KW1849'BASIN WHICH PROJECTS 6 INCHES.
 KW1849
 KW1849                          STATION RECOVERY (1966)
 KW1849
 KW1849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KW1849'2.5 MI SE FROM NEWPORT.
 KW1849'ABOUT 2.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 22 AND 322 FROM ITS
 KW1849'JUNCTION WITH STATE HIGHWAY 34, WHICH IS 1.0 MILE EAST OF NEWPORT,
 KW1849'111.05 FEET SOUTHWEST OF RM 1, 86 FEET, SLOPE DISTANCE, SOUTHWEST
 KW1849'OF THE CENTERLINE OF THE EAST BOUND LANE OF HIGHWAY, 17 FEET
 KW1849'NORTH OF A 5-INCH TREE WITH TRIANGULAR BLAZE, 15 FEET SOUTHWEST
 KW1849'OF THE EDGE OF THE HIGHWAY CUT, 3 FEET EAST OF A METAL WITNESS
 KW1849'SIGN, SET IN THE TOP OF A CONCRETE POST PROJECTING 3-INCHES AND
 KW1849'IS ABOUT 20 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 KW1849
 KW1849                          STATION RECOVERY (1977)
 KW1849
 KW1849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KW1849'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 KW1849'AS PREVIOUSLY DESCRIBED.  NO OBSERVATIONS WERE TAKEN AT THIS TIME.
 KW1849'
 KW1849'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES EAST OF
 KW1849'NEWPORT.
 KW1849
 KW1849                          STATION RECOVERY (1977)
 KW1849
 KW1849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KW1849'RECOVERED IN GOOD CONDITION.
 KW1849
 KW1849                          STATION RECOVERY (2004)
 KW1849
 KW1849'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1849'STATION AND REFERENCE MARK 2 RECOVERED AS DESCRIBED. THE CATCH BASIN
 KW1849'WHERE REFERENCE MARK 1 WAS LOCATED HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1852 ***********************************************************************
 KW1852  DESIGNATION -  HOWE AZ MK
 KW1852  PID         -  KW1852
 KW1852  STATE/COUNTY-  PA/PERRY
 KW1852  USGS QUAD   -  DUNCANNON (1984)
 KW1852
 KW1852                         *CURRENT SURVEY CONTROL
 KW1852  ___________________________________________________________________
 KW1852* NAD 83(1986)-  40 28 54.     (N)    077 04 21.     (W)     SCALED    
 KW1852* NAVD 88     -       164.122  (meters)     538.46   (feet)  ADJUSTED  
 KW1852  ___________________________________________________________________
 KW1852  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KW1852  DYNAMIC HT  -         164.045 (meters)     538.20  (feet)  COMP
 KW1852  MODELED GRAV-     980,149.0   (mgal)                       NAVD 88
 KW1852
 KW1852  VERT ORDER  -  SECOND    CLASS 0
 KW1852
 KW1852.The horizontal coordinates were scaled from a topographic map and have
 KW1852.an estimated accuracy of +/- 6 seconds.
 KW1852
 KW1852.The orthometric height was determined by differential leveling
 KW1852.and adjusted by the National Geodetic Survey in June 1991..
 KW1852
 KW1852.The geoid height was determined by GEOID03.
 KW1852
 KW1852.The dynamic height is computed by dividing the NAVD 88
 KW1852.geopotential number by the normal gravity value computed on the
 KW1852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1852.degrees latitude (g = 980.6199 gals.).
 KW1852
 KW1852.The modeled gravity was interpolated from observed gravity values.
 KW1852
 KW1852;                    North         East    Units  Estimated Accuracy
 KW1852;SPC PA S     -   127,730.      657,440.      MT  (+/- 180 meters Scaled)
 KW1852
 KW1852                          SUPERSEDED SURVEY CONTROL
 KW1852
 KW1852  NGVD 29 (??/??/??)  164.352  (m)          539.21   (f) ADJUSTED    2 0
 KW1852
 KW1852.Superseded values are not recommended for survey control.
 KW1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1852.See file dsdata.txt to determine how the superseded data were derived.
 KW1852
 KW1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK243832(NAD 83)
 KW1852_MARKER: DZ = AZIMUTH MARK DISK
 KW1852_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1852_SP_SET: CATCH BASIN
 KW1852_STAMPING: HOWE 1966
 KW1852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1852
 KW1852  HISTORY     - Date     Condition        Report By
 KW1852  HISTORY     - 1966     MONUMENTED       CGS
 KW1852  HISTORY     - 1977     GOOD             NGS
 KW1852
 KW1852                          STATION DESCRIPTION
 KW1852
 KW1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1852'2.2 MI SE FROM NEWPORT.
 KW1852'ABOUT 2.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 22 AND 322 FROM ITS
 KW1852'JUNCTION WITH STATE HIGHWAY 34, WHICH IS 1.0 MILE EAST OF NEWPORT,
 KW1852'27 FEET EAST OF THE CENTERLINE OF THE EAST BOUND LANE OF HIGHWAY,
 KW1852'0.5 FOOT NORTH OF THE SOUTH END OF BACKWALL, SET IN THE TOP OF THE
 KW1852'BACKWALL OF A CATCH BASIN AND IS ABOUT LEVEL WITH THE HIGHWAY.
 KW1852
 KW1852                          STATION RECOVERY (1977)
 KW1852
 KW1852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KW1852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1851 ***********************************************************************
 KW1851  DESIGNATION -  HOWE RM 1
 KW1851  PID         -  KW1851
 KW1851  STATE/COUNTY-  PA/PERRY
 KW1851  USGS QUAD   -  DUNCANNON (1984)
 KW1851
 KW1851                         *CURRENT SURVEY CONTROL
 KW1851  ___________________________________________________________________
 KW1851* NAD 83(1986)-  40 28 44.     (N)    077 04 11.     (W)     SCALED    
 KW1851* NAVD 88     -       154.062  (meters)     505.45   (feet)  ADJUSTED  
 KW1851  ___________________________________________________________________
 KW1851  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KW1851  DYNAMIC HT  -         153.989 (meters)     505.21  (feet)  COMP
 KW1851  MODELED GRAV-     980,150.1   (mgal)                       NAVD 88
 KW1851
 KW1851  VERT ORDER  -  SECOND    CLASS 0
 KW1851
 KW1851.The horizontal coordinates were scaled from a topographic map and have
 KW1851.an estimated accuracy of +/- 6 seconds.
 KW1851
 KW1851.The orthometric height was determined by differential leveling
 KW1851.and adjusted by the National Geodetic Survey in June 1991..
 KW1851
 KW1851.The geoid height was determined by GEOID03.
 KW1851
 KW1851.The dynamic height is computed by dividing the NAVD 88
 KW1851.geopotential number by the normal gravity value computed on the
 KW1851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1851.degrees latitude (g = 980.6199 gals.).
 KW1851
 KW1851.The modeled gravity was interpolated from observed gravity values.
 KW1851
 KW1851;                    North         East    Units  Estimated Accuracy
 KW1851;SPC PA S     -   127,420.      657,680.      MT  (+/- 180 meters Scaled)
 KW1851
 KW1851                          SUPERSEDED SURVEY CONTROL
 KW1851
 KW1851  NGVD 29 (??/??/??)  154.292  (m)          506.21   (f) ADJUSTED    2 0
 KW1851
 KW1851.Superseded values are not recommended for survey control.
 KW1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1851.See file dsdata.txt to determine how the superseded data were derived.
 KW1851
 KW1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK245829(NAD 83)
 KW1851_MARKER: DR = REFERENCE MARK DISK
 KW1851_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1851_SP_SET: CATCH BASIN
 KW1851_STAMPING: HOWE NO 1 1966
 KW1851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1851
 KW1851  HISTORY     - Date     Condition        Report By
 KW1851  HISTORY     - 1966     MONUMENTED       CGS
 KW1851  HISTORY     - 1977     GOOD             NGS
 KW1851  HISTORY     - 20040913 MARK NOT FOUND   GEOCAC
 KW1851
 KW1851                          STATION DESCRIPTION
 KW1851
 KW1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1851'2.5 MI SW FROM NEWPORT.
 KW1851'AT THE HOWE STATION SITE-- 111.05 FEET NORTHEAST AND ACROSS THE
 KW1851'EAST BOUND LANE OF HIGHWAY FROM THE STATION, 27 FEET NORTHEAST OF
 KW1851'THE EAST BOUND LANE OF HIGHWAY, SET IN THE BACKWALL OF A CATCH
 KW1851'BASIN, 0.5 FOOT NORTH OF THE SOUTH END OF CATCH BASIN, AND IS
 KW1851'ABOUT LEVEL WITH THE HIGHWAY, 22 FEET BELOW THE LEVEL OF THE
 KW1851'STATION.
 KW1851
 KW1851                          STATION RECOVERY (1977)
 KW1851
 KW1851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KW1851'RECOVERED IN GOOD CONDITION.
 KW1851
 KW1851                          STATION RECOVERY (2004)
 KW1851
 KW1851'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1851'CATCH BASIN HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1850 ***********************************************************************
 KW1850  DESIGNATION -  HOWE RM 2
 KW1850  PID         -  KW1850
 KW1850  STATE/COUNTY-  PA/PERRY
 KW1850  USGS QUAD   -  DUNCANNON (1984)
 KW1850
 KW1850                         *CURRENT SURVEY CONTROL
 KW1850  ___________________________________________________________________
 KW1850* NAD 83(1986)-  40 28 44.     (N)    077 04 11.     (W)     SCALED    
 KW1850* NAVD 88     -       160.377  (meters)     526.17   (feet)  ADJUSTED  
 KW1850  ___________________________________________________________________
 KW1850  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KW1850  DYNAMIC HT  -         160.301 (meters)     525.92  (feet)  COMP
 KW1850  MODELED GRAV-     980,150.1   (mgal)                       NAVD 88
 KW1850
 KW1850  VERT ORDER  -  SECOND    CLASS 0
 KW1850
 KW1850.The horizontal coordinates were scaled from a topographic map and have
 KW1850.an estimated accuracy of +/- 6 seconds.
 KW1850
 KW1850.The orthometric height was determined by differential leveling
 KW1850.and adjusted by the National Geodetic Survey in June 1991..
 KW1850
 KW1850.The geoid height was determined by GEOID03.
 KW1850
 KW1850.The dynamic height is computed by dividing the NAVD 88
 KW1850.geopotential number by the normal gravity value computed on the
 KW1850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1850.degrees latitude (g = 980.6199 gals.).
 KW1850
 KW1850.The modeled gravity was interpolated from observed gravity values.
 KW1850
 KW1850;                    North         East    Units  Estimated Accuracy
 KW1850;SPC PA S     -   127,420.      657,680.      MT  (+/- 180 meters Scaled)
 KW1850
 KW1850                          SUPERSEDED SURVEY CONTROL
 KW1850
 KW1850  NGVD 29 (??/??/??)  160.607  (m)          526.92   (f) ADJUSTED    2 0
 KW1850
 KW1850.Superseded values are not recommended for survey control.
 KW1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1850.See file dsdata.txt to determine how the superseded data were derived.
 KW1850
 KW1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK245829(NAD 83)
 KW1850_MARKER: DR = REFERENCE MARK DISK
 KW1850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1850_STAMPING: HOWE NO 2 1966
 KW1850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1850+STABILITY: SURFACE MOTION
 KW1850_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1850+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2004
 KW1850
 KW1850  HISTORY     - Date     Condition        Report By
 KW1850  HISTORY     - 1966     MONUMENTED       CGS
 KW1850  HISTORY     - 1977     GOOD             NGS
 KW1850  HISTORY     - 20040913 GOOD             GEOCAC
 KW1850
 KW1850                          STATION DESCRIPTION
 KW1850
 KW1850'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1850'2.5 MI SW FROM NEWPORT.
 KW1850'AT THE HOWE STATION SITE-- 61.26 FEET SOUTHEAST OF THE STATION,
 KW1850'85 FEET SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANE OF
 KW1850'HIGHWAY, 62.5 FEET SOUTHEAST OF A METAL WITNESS SIGN, 8 FEET
 KW1850'SOUTHWEST OF THE HIGHWAY CUT, SET IN THE TOP OF A CONCRETE POST,
 KW1850'FLUSH, AND IS ABOUT LEVEL WITH THE STATION.
 KW1850
 KW1850                          STATION RECOVERY (1977)
 KW1850
 KW1850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KW1850'RECOVERED IN GOOD CONDITION.
 KW1850
 KW1850                          STATION RECOVERY (2004)
 KW1850
 KW1850'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1707 ***********************************************************************
 LZ1707  DESIGNATION -  HOWELL USGS 1958
 LZ1707  PID         -  LZ1707
 LZ1707  STATE/COUNTY-  PA/LYCOMING
 LZ1707  USGS QUAD   -  SALLADASBURG (1973)
 LZ1707
 LZ1707                         *CURRENT SURVEY CONTROL
 LZ1707  ___________________________________________________________________
 LZ1707* NAD 83(1992)-  41 20 06.79328(N)    077 09 16.36130(W)     ADJUSTED  
 LZ1707* NAVD 88     -       552.     (meters)    1811.     (feet)  SCALED    
 LZ1707  ___________________________________________________________________
 LZ1707  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 LZ1707  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 LZ1707
 LZ1707  HORZ ORDER  -  SECOND
 LZ1707
 LZ1707.The horizontal coordinates were established by classical geodetic methods
 LZ1707.and adjusted by the National Geodetic Survey in June 2002..
 LZ1707
 LZ1707.The orthometric height was scaled from a topographic map.
 LZ1707
 LZ1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1707
 LZ1707.The geoid height was determined by GEOID03.
 LZ1707
 LZ1707;                    North         East     Units Scale Factor Converg.
 LZ1707;SPC PA N     -   129,943.507   649,841.555   MT  0.99995786   +0 23 38.1
 LZ1707;SPC PA N     -   426,322.99  2,132,021.84   sFT  0.99995786   +0 23 38.1
 LZ1707;UTM  18      - 4,578,210.130   319,715.141   MT  1.00000002   -1 25 24.2
 LZ1707
 LZ1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1707!SPC PA N     -   0.99991865  x   0.99995786  =   0.99987651
 LZ1707!UTM  18      -   0.99991865  x   1.00000002  =   0.99991867
 LZ1707
 LZ1707:                Primary Azimuth Mark                     Grid Az
 LZ1707:SPC PA N     -  CRESCENT                                 073 31 05.4
 LZ1707:UTM  18      -  CRESCENT                                 075 20 07.7
 LZ1707
 LZ1707|---------------------------------------------------------------------|
 LZ1707| PID    Reference Object                     Distance      Geod. Az  |
 LZ1707|                                                           dddmmss.s |
 LZ1707| LZ1706 CRESCENT                            APPROX. 8.7 KM 0735443.5 |
 LZ1707| LZ1766 SEARL                               APPROX. 9.4 KM 2412555.5 |
 LZ1707|---------------------------------------------------------------------|
 LZ1707
 LZ1707                          SUPERSEDED SURVEY CONTROL
 LZ1707
 LZ1707  NAD 83(1986)-  41 20 06.79112(N)    077 09 16.35969(W) AD(       ) 2
 LZ1707  NAD 27      -  41 20 06.52700(N)    077 09 17.45340(W) AD(       ) 2
 LZ1707
 LZ1707.Superseded values are not recommended for survey control.
 LZ1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1707.See file dsdata.txt to determine how the superseded data were derived.
 LZ1707
 LZ1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL1971578210(NAD 83)
 LZ1707
 LZ1707  HISTORY     - Date     Condition        Report By
 LZ1707  HISTORY     - 1958     MONUMENTED       USGS
 LZ1707
 LZ1707                          STATION DESCRIPTION
 LZ1707
 LZ1707'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (WER)
 LZ1707'THE STATION IS ABOUT 10 MILES NORTHWEST OF WILLIAMSPORT AND 4 MILES
 LZ1707'SOUTHWEST OF POWYS, ON THE HIGHEST PART OF A HILL KNOWN LOCALLY AS
 LZ1707'COAL MOUNTAIN AND IS ON LAND OWNED BY THE POOR SHOT HUNTING CLUB.  IT
 LZ1707'IS 28 FEET WEST OF A TRIANGULAR BLAZE ON A 6-INCH PINE TREE.
 LZ1707'
 LZ1707'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CLUB,
 LZ1707'DISTANCE BEING 15.674 METERS (51.42 FEET)
 LZ1707'NORTH-NORTHWEST OF STATION CLUB.  THE MARK IS A U.S. GEOLOGICAL
 LZ1707'SURVEY STATION DISK, NO STAMPING, SET IN A DRILL HOLE IN A BURIED
 LZ1707'BOULDER WHICH PROJECTS 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ8812 ***********************************************************************
 AJ8812  DESIGNATION -  HRN1 A
 AJ8812  PID         -  AJ8812
 AJ8812  STATE/COUNTY-  PA/CENTRE
 AJ8812  USGS QUAD   -  PHILIPSBURG (1994)
 AJ8812
 AJ8812                         *CURRENT SURVEY CONTROL
 AJ8812  ___________________________________________________________________
 AJ8812* NAD 83(1996)-  40 52 47.92771(N)    078 10 37.95715(W)     ADJUSTED  
 AJ8812* NAVD 88     -       600.506  (meters)    1970.16   (feet)  ADJUSTED  
 AJ8812  ___________________________________________________________________
 AJ8812  X           -     989,546.019 (meters)                     COMP
 AJ8812  Y           -  -4,727,295.516 (meters)                     COMP
 AJ8812  Z           -   4,152,726.430 (meters)                     COMP
 AJ8812  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 AJ8812  ELLIP HEIGHT-         567.74  (meters)          (04/24/02) GPS OBS
 AJ8812  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 AJ8812  DYNAMIC HT  -         600.191 (meters)    1969.13  (feet)  COMP
 AJ8812  MODELED GRAV-     980,079.8   (mgal)                       NAVD 88
 AJ8812
 AJ8812  HORZ ORDER  -  B
 AJ8812  VERT ORDER  -  FIRST     CLASS II
 AJ8812  ELLP ORDER  -  SECOND    CLASS I
 AJ8812
 AJ8812.This is a reference station for the HAWK RUN 1
 AJ8812.National Continuously Operating Reference Station (HRN1).
 AJ8812
 AJ8812.The horizontal coordinates were established by GPS observations
 AJ8812.and adjusted by the National Geodetic Survey in April 2002..
 AJ8812
 AJ8812.The orthometric height was determined by differential leveling
 AJ8812.and adjusted by the National Geodetic Survey in July 2002..
 AJ8812.No vertical observational check was made to the station.
 AJ8812
 AJ8812.Photographs are available for this station.
 AJ8812
 AJ8812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8812
 AJ8812.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8812
 AJ8812.The ellipsoidal height was determined by GPS observations
 AJ8812.and is referenced to NAD 83.
 AJ8812
 AJ8812.The geoid height was determined by GEOID03.
 AJ8812
 AJ8812.The dynamic height is computed by dividing the NAVD 88
 AJ8812.geopotential number by the normal gravity value computed on the
 AJ8812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8812.degrees latitude (g = 980.6199 gals.).
 AJ8812
 AJ8812.The modeled gravity was interpolated from observed gravity values.
 AJ8812
 AJ8812;                    North         East     Units Scale Factor Converg.
 AJ8812;SPC PA N     -    79,305.118   563,991.586   MT  1.00000054   -0 16 57.4
 AJ8812;SPC PA N     -   260,186.87  1,850,362.40   sFT  1.00000054   -0 16 57.4
 AJ8812;UTM  17      - 4,529,270.056   737,845.019   MT  1.00029633   +1 50 53.9
 AJ8812
 AJ8812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8812!SPC PA N     -   0.99991095  x   1.00000054  =   0.99991149
 AJ8812!UTM  17      -   0.99991095  x   1.00029633  =   1.00020725
 AJ8812
 AJ8812                          SUPERSEDED SURVEY CONTROL
 AJ8812
 AJ8812  NAVD 88 (04/24/02)  600.51   (m)         1970.2    (f) LEVELING    3  
 AJ8812
 AJ8812.Superseded values are not recommended for survey control.
 AJ8812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8812.See file dsdata.txt to determine how the superseded data were derived.
 AJ8812
 AJ8812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF3784529270(NAD 83)
 AJ8812_MARKER: F = FLANGE-ENCASED ROD
 AJ8812_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ8812+WITH SETTING: INFORMATION.
 AJ8812_STAMPING: HRN1 A 2002
 AJ8812_MARK LOGO: NGS   
 AJ8812_PROJECTION: RECESSED 2 CENTIMETERS
 AJ8812_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ8812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8812+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2002
 AJ8812_ROD/PIPE-DEPTH: 2.3  meters
 AJ8812_SLEEVE-DEPTH  : 0.9 meters
 AJ8812
 AJ8812  HISTORY     - Date     Condition        Report By
 AJ8812  HISTORY     - 20020306 MONUMENTED       NGS
 AJ8812
 AJ8812                          STATION DESCRIPTION
 AJ8812
 AJ8812'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 AJ8812'3.0 MI SOUTHEASTERLY ALONG U.S. HIGHWAY 322 (PRESQUEISLE STREET)  FROM
 AJ8812'THE PHILIPSBURG
 AJ8812'BOROUGH OFFICE BUILDING AT 4 NORTH CENTRE STREET IN PHILIPSBURG, 131.6
 AJ8812'FT
 AJ8812'SOUTH-SOUTHEAST OF UTILITY POLE NUMBER 47 1/2, 71.2 FT EAST OF CENTER
 AJ8812'OF THE HIGHWAY, 24.6
 AJ8812'FT NORTH OF THE CENTER OF KENNEL LANE, AND 3.0 FT SOUTH OF THE LEVEL
 AJ8812'OF THE HIGHWAY.
 AJ8812'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.   THE
 AJ8812'ROD WAS DRIVEN 2.3 M (7.5 FT) TO REFUSAL AND ANCHORED AND A SLEEVE
 AJ8812'DEPTH OF 0.9 M (3.0 FT).  THE MARK IS ON THE PROPERTY OWNED BY
 AJ8812'JACK FRANK, 139 KENNEL LANE,
 AJ8812'PHILIPSBURG, PA 16866.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ8813 ***********************************************************************
 AJ8813  DESIGNATION -  HRN1 B
 AJ8813  PID         -  AJ8813
 AJ8813  STATE/COUNTY-  PA/CENTRE
 AJ8813  USGS QUAD   -  PHILIPSBURG (1994)
 AJ8813
 AJ8813                         *CURRENT SURVEY CONTROL
 AJ8813  ___________________________________________________________________
 AJ8813* NAD 83(1996)-  40 52 39.93564(N)    078 10 47.29254(W)     ADJUSTED  
 AJ8813* NAVD 88     -       602.238  (meters)    1975.84   (feet)  ADJUSTED  
 AJ8813  ___________________________________________________________________
 AJ8813  X           -     989,365.386 (meters)                     COMP
 AJ8813  Y           -  -4,727,499.519 (meters)                     COMP
 AJ8813  Z           -   4,152,541.141 (meters)                     COMP
 AJ8813  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 AJ8813  ELLIP HEIGHT-         569.47  (meters)          (04/24/02) GPS OBS
 AJ8813  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 AJ8813  DYNAMIC HT  -         601.922 (meters)    1974.81  (feet)  COMP
 AJ8813  MODELED GRAV-     980,080.0   (mgal)                       NAVD 88
 AJ8813
 AJ8813  HORZ ORDER  -  B
 AJ8813  VERT ORDER  -  FIRST     CLASS II
 AJ8813  ELLP ORDER  -  SECOND    CLASS I
 AJ8813
 AJ8813.This is a reference station for the HAWK RUN 1
 AJ8813.National Continuously Operating Reference Station (HRN1).
 AJ8813
 AJ8813.The horizontal coordinates were established by GPS observations
 AJ8813.and adjusted by the National Geodetic Survey in April 2002..
 AJ8813
 AJ8813.The orthometric height was determined by differential leveling
 AJ8813.and adjusted by the National Geodetic Survey in July 2002..
 AJ8813.No vertical observational check was made to the station.
 AJ8813
 AJ8813.Photographs are available for this station.
 AJ8813
 AJ8813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8813
 AJ8813.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8813
 AJ8813.The ellipsoidal height was determined by GPS observations
 AJ8813.and is referenced to NAD 83.
 AJ8813
 AJ8813.The geoid height was determined by GEOID03.
 AJ8813
 AJ8813.The dynamic height is computed by dividing the NAVD 88
 AJ8813.geopotential number by the normal gravity value computed on the
 AJ8813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8813.degrees latitude (g = 980.6199 gals.).
 AJ8813
 AJ8813.The modeled gravity was interpolated from observed gravity values.
 AJ8813
 AJ8813;                    North         East     Units Scale Factor Converg.
 AJ8813;SPC PA N     -    79,059.665   563,771.794   MT  1.00000090   -0 17 03.6
 AJ8813;SPC PA N     -   259,381.58  1,849,641.29   sFT  1.00000090   -0 17 03.6
 AJ8813;UTM  17      - 4,529,016.526   737,634.443   MT  1.00029510   +1 50 47.5
 AJ8813
 AJ8813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8813!SPC PA N     -   0.99991068  x   1.00000090  =   0.99991158
 AJ8813!UTM  17      -   0.99991068  x   1.00029510  =   1.00020575
 AJ8813
 AJ8813                          SUPERSEDED SURVEY CONTROL
 AJ8813
 AJ8813  NAVD 88 (04/24/02)  602.24   (m)         1975.8    (f) LEVELING    3  
 AJ8813
 AJ8813.Superseded values are not recommended for survey control.
 AJ8813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8813.See file dsdata.txt to determine how the superseded data were derived.
 AJ8813
 AJ8813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF3763429017(NAD 83)
 AJ8813_MARKER: F = FLANGE-ENCASED ROD
 AJ8813_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ8813+WITH SETTING: INFORMATION.
 AJ8813_STAMPING: HRN1 B 2002
 AJ8813_MARK LOGO: NGS   
 AJ8813_PROJECTION: RECESSED 2 CENTIMETERS
 AJ8813_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ8813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8813+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2002
 AJ8813_ROD/PIPE-DEPTH: 2.9  meters
 AJ8813_SLEEVE-DEPTH  : 0.9 meters
 AJ8813
 AJ8813  HISTORY     - Date     Condition        Report By
 AJ8813  HISTORY     - 20020306 MONUMENTED       NGS
 AJ8813
 AJ8813                          STATION DESCRIPTION
 AJ8813
 AJ8813'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 AJ8813'3.1 MI SOUTHEASTERLY ALONG US HIGHWAY 322 (PRESQUEISLE STREET)  FROM
 AJ8813'THE PHILIPSBURG
 AJ8813'BOROUGH OFFICE BUILDING AT 4 NORTH CENTRE STREET IN PHILIPSBURG,
 AJ8813'THENCE 0.2 MI WESTERLY
 AJ8813'ALONG CAMPYS LANE, 121.4 FT NORTHEAST OF UTILITY POLE NUMBER F11040,
 AJ8813'102.0 FT WEST OF THE
 AJ8813'NORTHWEST CORNER OF A SMALL  BARN, 32.5 FT NORTH OF THE CENTER OF THE
 AJ8813'LANE, 3.0 FT
 AJ8813'SOUTHWEST OF THE MOST SOUTHWESTERLY  OF 4 METAL FENCE POSTS
 AJ8813'SURROUNDING AN
 AJ8813'ANTENNA GUY CABLE, AND ABOUT 3.0 FT ABOVE THE LEVEL OF THE LANE.
 AJ8813'NOTE--ACCESS TO THE
 AJ8813'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN 2.9 M
 AJ8813'(9.5 FT) TO REFUSAL AND ANCHORED AND A SLEEVE DEPTH OF 0.9 M (3.0 FT).
 AJ8813'THE MARK IS ON PROPERTY OWNED BY RICHARD CAMPOMIZZI, 140 CAMPYS LANE,
 AJ8813'PHILIPSBURG, PA 16866.
 AJ8813'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0694 ***********************************************************************
 KY0694  DESIGNATION -  HT A
 KY0694  PID         -  KY0694
 KY0694  STATE/COUNTY-  PA/ALLEGHENY
 KY0694  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0694
 KY0694                         *CURRENT SURVEY CONTROL
 KY0694  ___________________________________________________________________
 KY0694* NAD 83(1986)-  40 25 21.     (N)    080 06 07.     (W)     SCALED    
 KY0694* NAVD 88     -       288.307  (meters)     945.89   (feet)  ADJUSTED  
 KY0694  ___________________________________________________________________
 KY0694  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KY0694  DYNAMIC HT  -         288.158 (meters)     945.40  (feet)  COMP
 KY0694  MODELED GRAV-     980,100.6   (mgal)                       NAVD 88
 KY0694
 KY0694  VERT ORDER  -  SECOND    CLASS 0
 KY0694
 KY0694.The horizontal coordinates were scaled from a topographic map and have
 KY0694.an estimated accuracy of +/- 6 seconds.
 KY0694
 KY0694.The orthometric height was determined by differential leveling
 KY0694.and adjusted by the National Geodetic Survey in June 1991..
 KY0694
 KY0694.The geoid height was determined by GEOID03.
 KY0694
 KY0694.The dynamic height is computed by dividing the NAVD 88
 KY0694.geopotential number by the normal gravity value computed on the
 KY0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0694.degrees latitude (g = 980.6199 gals.).
 KY0694
 KY0694.The modeled gravity was interpolated from observed gravity values.
 KY0694
 KY0694;                    North         East    Units  Estimated Accuracy
 KY0694;SPC PA S     -   123,590.      400,430.      MT  (+/- 180 meters Scaled)
 KY0694
 KY0694                          SUPERSEDED SURVEY CONTROL
 KY0694
 KY0694  NGVD 29 (??/??/92)  288.456  (m)          946.38   (f) ADJ UNCH    2 0
 KY0694
 KY0694.Superseded values are not recommended for survey control.
 KY0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0694.See file dsdata.txt to determine how the superseded data were derived.
 KY0694
 KY0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE761750(NAD 83)
 KY0694_MARKER: DB = BENCH MARK DISK
 KY0694_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0694_SP_SET: BRIDGE
 KY0694_STAMPING: HT A
 KY0694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0694
 KY0694  HISTORY     - Date     Condition        Report By
 KY0694  HISTORY     - UNK      MONUMENTED       CGS
 KY0694  HISTORY     - 1960     GOOD             NGS
 KY0694  HISTORY     - 19920801 MARK NOT FOUND   USGS
 KY0694  HISTORY     - 20040412 MARK NOT FOUND   PADT
 KY0694  HISTORY     - 20040621 MARK NOT FOUND   PADT
 KY0694
 KY0694                          STATION DESCRIPTION
 KY0694
 KY0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0694'5.3 MI SW FROM PITTSBURGH.
 KY0694'ABOUT 5.3 MILE SOUTHWEST ALONG U.S. HIGHWAY 22 FROM THE WEST END
 KY0694'OF THE FORT PITT TUNNEL IN PITTSBURGH, SET IN TOP AT THE
 KY0694'SOUTHWEST CORNER OF THE SOUTHEAST END OF A 200 FOOT CONCRETE
 KY0694'BRIDGE WINGWALL, ABOUT 1 FOOT ABOVE THE HIGHWAY AND DRILLED IN
 KY0694'HORIZONTAL, 46 FEET SOUTHWEST OF THE MEDIAL STRIP.
 KY0694
 KY0694                          STATION RECOVERY (1992)
 KY0694
 KY0694'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 KY0694'MARK NOT FOUND.
 KY0694
 KY0694                          STATION RECOVERY (2004)
 KY0694
 KY0694'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (CAB)
 KY0694'DESCRIBED WINGWALL DEMOLISHED DURING CONSTRUCTION OF THE PARKWAY AND I
 KY0694'79 INTERCHANGE.
 KY0694
 KY0694                          STATION RECOVERY (2004)
 KY0694
 KY0694'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (CAB)
 KY0694'BELIEVED TO BE DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0692 ***********************************************************************
 KY0692  DESIGNATION -  HT B
 KY0692  PID         -  KY0692
 KY0692  STATE/COUNTY-  PA/ALLEGHENY
 KY0692  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0692
 KY0692                         *CURRENT SURVEY CONTROL
 KY0692  ___________________________________________________________________
 KY0692* NAD 83(1986)-  40 24 53.     (N)    080 05 00.     (W)     SCALED    
 KY0692* NAVD 88     -       256.007  (meters)     839.92   (feet)  ADJUSTED  
 KY0692  ___________________________________________________________________
 KY0692  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KY0692  DYNAMIC HT  -         255.874 (meters)     839.48  (feet)  COMP
 KY0692  MODELED GRAV-     980,100.6   (mgal)                       NAVD 88
 KY0692
 KY0692  VERT ORDER  -  SECOND    CLASS 0
 KY0692
 KY0692.The horizontal coordinates were scaled from a topographic map and have
 KY0692.an estimated accuracy of +/- 6 seconds.
 KY0692
 KY0692.The orthometric height was determined by differential leveling
 KY0692.and adjusted by the National Geodetic Survey in June 1991..
 KY0692
 KY0692.The geoid height was determined by GEOID03.
 KY0692
 KY0692.The dynamic height is computed by dividing the NAVD 88
 KY0692.geopotential number by the normal gravity value computed on the
 KY0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0692.degrees latitude (g = 980.6199 gals.).
 KY0692
 KY0692.The modeled gravity was interpolated from observed gravity values.
 KY0692
 KY0692;                    North         East    Units  Estimated Accuracy
 KY0692;SPC PA S     -   122,690.      401,990.      MT  (+/- 180 meters Scaled)
 KY0692
 KY0692                          SUPERSEDED SURVEY CONTROL
 KY0692
 KY0692  NGVD 29 (??/??/92)  256.155  (m)          840.40   (f) ADJ UNCH    2 0
 KY0692
 KY0692.Superseded values are not recommended for survey control.
 KY0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0692.See file dsdata.txt to determine how the superseded data were derived.
 KY0692
 KY0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE777741(NAD 83)
 KY0692_MARKER: DD = SURVEY DISK
 KY0692_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0692_SP_SET: BRIDGE
 KY0692_STAMPING: HT B
 KY0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0692
 KY0692  HISTORY     - Date     Condition        Report By
 KY0692  HISTORY     - UNK      MONUMENTED       PADT
 KY0692  HISTORY     - 1960     GOOD             NGS
 KY0692  HISTORY     - 19920801 MARK NOT FOUND   USGS
 KY0692
 KY0692                          STATION DESCRIPTION
 KY0692
 KY0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0692'4.2 MI SW FROM PITTSBURGH.
 KY0692'ABOUT 4.15 MILE SOUTHWEST ALONG U.S. HIGHWAY 22 FROM THE WEST END
 KY0692'OF THE FORT PITT TUNNEL IN PITTSBURGH, SET IN TOP OF THE
 KY0692'SOUTHWEST END OF THE SOUTHEAST BANISTER OF A 200 FOOT CONCRETE
 KY0692'BRIDGE OVER ROADS AND NEW YORK CENTRAL RAILROAD TRACKS AT THE
 KY0692'NORTHWEST EDGE OF CARNEGIE, 36 FEET SOUTHEAST OF THE CENTERLINE
 KY0692'OF HIGHWAY 22, ABOUT 3 FEET ABOVE THE HIGHWAY AND DRILLED IN
 KY0692'HORIZONTAL.  NOTE-- THIS BM WAS USED TO SPUR TO OLD LEVEL LINE
 KY0692'ON NEW YORK CENTRAL RAILROAD, BM IDLEWOOD.
 KY0692
 KY0692                          STATION RECOVERY (1992)
 KY0692
 KY0692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 KY0692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0691 ***********************************************************************
 KY0691  DESIGNATION -  HT C
 KY0691  PID         -  KY0691
 KY0691  STATE/COUNTY-  PA/ALLEGHENY
 KY0691  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0691
 KY0691                         *CURRENT SURVEY CONTROL
 KY0691  ___________________________________________________________________
 KY0691* NAD 83(1986)-  40 24 47.     (N)    080 04 48.     (W)     SCALED    
 KY0691* NAVD 88     -       245.508  (meters)     805.47   (feet)  ADJUSTED  
 KY0691  ___________________________________________________________________
 KY0691  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KY0691  DYNAMIC HT  -         245.380 (meters)     805.05  (feet)  COMP
 KY0691  MODELED GRAV-     980,100.3   (mgal)                       NAVD 88
 KY0691
 KY0691  VERT ORDER  -  SECOND    CLASS 0
 KY0691
 KY0691.The horizontal coordinates were scaled from a topographic map and have
 KY0691.an estimated accuracy of +/- 6 seconds.
 KY0691
 KY0691.The orthometric height was determined by differential leveling
 KY0691.and adjusted by the National Geodetic Survey in June 1991..
 KY0691
 KY0691.The geoid height was determined by GEOID03.
 KY0691
 KY0691.The dynamic height is computed by dividing the NAVD 88
 KY0691.geopotential number by the normal gravity value computed on the
 KY0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0691.degrees latitude (g = 980.6199 gals.).
 KY0691
 KY0691.The modeled gravity was interpolated from observed gravity values.
 KY0691
 KY0691;                    North         East    Units  Estimated Accuracy
 KY0691;SPC PA S     -   122,500.      402,270.      MT  (+/- 180 meters Scaled)
 KY0691
 KY0691                          SUPERSEDED SURVEY CONTROL
 KY0691
 KY0691  NGVD 29 (??/??/92)  245.657  (m)          805.96   (f) ADJ UNCH    2 0
 KY0691
 KY0691.Superseded values are not recommended for survey control.
 KY0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0691.See file dsdata.txt to determine how the superseded data were derived.
 KY0691
 KY0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE780740(NAD 83)
 KY0691_MARKER: DD = SURVEY DISK
 KY0691_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0691_SP_SET: BRIDGE
 KY0691_STAMPING: HT C
 KY0691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0691
 KY0691  HISTORY     - Date     Condition        Report By
 KY0691  HISTORY     - UNK      MONUMENTED       PADT
 KY0691  HISTORY     - 1960     GOOD             NGS
 KY0691  HISTORY     - 19920801 MARK NOT FOUND   USGS
 KY0691
 KY0691                          STATION DESCRIPTION
 KY0691
 KY0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0691'4 MI SW FROM PITTSBURGH.
 KY0691'ABOUT 3.95 MILE SOUTHWEST ALONG U.S. HIGHWAY 22 FROM THE WEST END
 KY0691'OF THE FORT PITT TUNNEL IN PITTSBURGH, SET IN TOP AND AT THE
 KY0691'SOUTHWEST END OF THE SOUTHEAST BANISTER OF A 300 FOOT CONCRETE
 KY0691'BRIDGE OVER A CREEK AND RAILROAD TRACK, 35 FEET SOUTHEAST OF THE
 KY0691'CENTERLINE OF HIGHWAY 22, 3 FEET ABOVE THE HIGHWAY AND DRILLED
 KY0691'IN HORIZONTAL.  NOTE-- ABOUT 200 YARDS SOUTHWEST OF THE CARNEGIE
 KY0691'INTERCHANGE.
 KY0691
 KY0691                          STATION RECOVERY (1992)
 KY0691
 KY0691'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 KY0691'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0690 ***********************************************************************
 KY0690  DESIGNATION -  HT D
 KY0690  PID         -  KY0690
 KY0690  STATE/COUNTY-  PA/ALLEGHENY
 KY0690  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0690
 KY0690                         *CURRENT SURVEY CONTROL
 KY0690  ___________________________________________________________________
 KY0690* NAD 83(1986)-  40 24 38.     (N)    080 04 26.     (W)     SCALED    
 KY0690* NAVD 88     -       258.691  (meters)     848.72   (feet)  ADJUSTED  
 KY0690  ___________________________________________________________________
 KY0690  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KY0690  DYNAMIC HT  -         258.557 (meters)     848.28  (feet)  COMP
 KY0690  MODELED GRAV-     980,099.8   (mgal)                       NAVD 88
 KY0690
 KY0690  VERT ORDER  -  SECOND    CLASS 0
 KY0690
 KY0690.The horizontal coordinates were scaled from a topographic map and have
 KY0690.an estimated accuracy of +/- 6 seconds.
 KY0690
 KY0690.The orthometric height was determined by differential leveling
 KY0690.and adjusted by the National Geodetic Survey in June 1991..
 KY0690
 KY0690.The geoid height was determined by GEOID03.
 KY0690
 KY0690.The dynamic height is computed by dividing the NAVD 88
 KY0690.geopotential number by the normal gravity value computed on the
 KY0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0690.degrees latitude (g = 980.6199 gals.).
 KY0690
 KY0690.The modeled gravity was interpolated from observed gravity values.
 KY0690
 KY0690;                    North         East    Units  Estimated Accuracy
 KY0690;SPC PA S     -   122,200.      402,780.      MT  (+/- 180 meters Scaled)
 KY0690
 KY0690                          SUPERSEDED SURVEY CONTROL
 KY0690
 KY0690  NGVD 29 (??/??/92)  258.841  (m)          849.21   (f) ADJ UNCH    2 0
 KY0690
 KY0690.Superseded values are not recommended for survey control.
 KY0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0690.See file dsdata.txt to determine how the superseded data were derived.
 KY0690
 KY0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE785737(NAD 83)
 KY0690_MARKER: DD = SURVEY DISK
 KY0690_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0690_SP_SET: BRIDGE
 KY0690_STAMPING: HT D
 KY0690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0690
 KY0690  HISTORY     - Date     Condition        Report By
 KY0690  HISTORY     - UNK      MONUMENTED       PADT
 KY0690  HISTORY     - 1960     GOOD             NGS
 KY0690  HISTORY     - 19920801 MARK NOT FOUND   USGS
 KY0690
 KY0690                          STATION DESCRIPTION
 KY0690
 KY0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0690'3.6 MI SW FROM PITTSBURGH.
 KY0690'ABOUT 3.6 MILE SOUTHWEST ALONG U.S. HIGHWAY 22 FROM THE WEST END
 KY0690'OF THE FORT PITT TUNNEL IN PITTSBURGH, SET IN TOP AT THE
 KY0690'SOUTHWEST END OF THE SOUTHEAST BANNISTER OF A 400 FOOT BRIDGE OVER
 KY0690'A ROAD AND RAVINE, 36 FEET SOUTHEAST OF THE MEDIAL STRIP, ABOUT
 KY0690'200 YARDS NORTHEAST OF A BRIDGE FOR THE CARNEGIE INTERCHANGE,
 KY0690'ABOUT 100 YARDS SOUTHWEST OF THE PITTSBURG AND WEST VIRGINIA
 KY0690'RAILWAY CO. BRIDGE OVER THE HIGHWAY, ABOUT 3 FEET ABOVE THE
 KY0690'HIGHWAY AND DRILLED IN HORIZONTAL.
 KY0690
 KY0690                          STATION RECOVERY (1992)
 KY0690
 KY0690'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 KY0690'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0688 ***********************************************************************
 KY0688  DESIGNATION -  HT E
 KY0688  PID         -  KY0688
 KY0688  STATE/COUNTY-  PA/ALLEGHENY
 KY0688  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0688
 KY0688                         *CURRENT SURVEY CONTROL
 KY0688  ___________________________________________________________________
 KY0688* NAD 83(1986)-  40 25 13.     (N)    080 02 55.     (W)     SCALED    
 KY0688* NAVD 88     -       351.938  (meters)    1154.65   (feet)  ADJUSTED  
 KY0688  ___________________________________________________________________
 KY0688  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KY0688  DYNAMIC HT  -         351.757 (meters)    1154.06  (feet)  COMP
 KY0688  MODELED GRAV-     980,100.6   (mgal)                       NAVD 88
 KY0688
 KY0688  VERT ORDER  -  SECOND    CLASS 0
 KY0688
 KY0688.The horizontal coordinates were scaled from a topographic map and have
 KY0688.an estimated accuracy of +/- 6 seconds.
 KY0688
 KY0688.The orthometric height was determined by differential leveling
 KY0688.and adjusted by the National Geodetic Survey in June 1991..
 KY0688
 KY0688.The geoid height was determined by GEOID03.
 KY0688
 KY0688.The dynamic height is computed by dividing the NAVD 88
 KY0688.geopotential number by the normal gravity value computed on the
 KY0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0688.degrees latitude (g = 980.6199 gals.).
 KY0688
 KY0688.The modeled gravity was interpolated from observed gravity values.
 KY0688
 KY0688;                    North         East    Units  Estimated Accuracy
 KY0688;SPC PA S     -   123,230.      404,950.      MT  (+/- 180 meters Scaled)
 KY0688
 KY0688                          SUPERSEDED SURVEY CONTROL
 KY0688
 KY0688  NGVD 29 (??/??/92)  352.10   (m)         1155.2    (f) COMPUTED    2 0
 KY0688
 KY0688.Superseded values are not recommended for survey control.
 KY0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0688.See file dsdata.txt to determine how the superseded data were derived.
 KY0688
 KY0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE807748(NAD 83)
 KY0688_MARKER: DB = BENCH MARK DISK
 KY0688_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0688_SP_SET: BRIDGE
 KY0688_STAMPING: HT E
 KY0688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0688
 KY0688  HISTORY     - Date     Condition        Report By
 KY0688  HISTORY     - UNK      MONUMENTED       CGS
 KY0688  HISTORY     - 1960     GOOD             NGS
 KY0688  HISTORY     - 19920801 MARK NOT FOUND   USGS
 KY0688
 KY0688                          STATION DESCRIPTION
 KY0688
 KY0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0688'2 MI SW FROM PITTSBURGH.
 KY0688'ABOUT 2 MILE SOUTHWEST ALONG U.S. HIGHWAY 22 FROM THE WEST END
 KY0688'OF THE FORT PITT TUNNEL IN PITTSBURGH, SET IN TOP AND AT THE
 KY0688'SOUTHWEST END OF THE NORTHEAST BANISTER FOR A 110 FOOT CONCRETE
 KY0688'BRIDGE OVER A ROAD WITH AXCESS ROAD TO HIGHWAY NO 22, ABOUT 300
 KY0688'YARDS WEST OF A LARGE WATER TANK WHICH IS THE HIGHEST POINT IN
 KY0688'THE VICINITY, 42 FEET SOUTH OF THE MEDIAL STRIP, 3 FEET ABOVE
 KY0688'THE HIGHWAY AND DRILLED IN HORIZONTAL.  NOTE-- ABOUT 0.15 MILE
 KY0688'SOUTHWEST OF A OVERPASS FOR THE GREENTREE, CRAFTON, MT. LEBANON,
 KY0688'INTERCHANGE.  NOTE-- MARK IS SLANTING AND ROD HELD OVER THE
 KY0688'LETTER P IN PDH.
 KY0688
 KY0688                          STATION RECOVERY (1992)
 KY0688
 KY0688'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 KY0688'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0686 ***********************************************************************
 KY0686  DESIGNATION -  HT F
 KY0686  PID         -  KY0686
 KY0686  STATE/COUNTY-  PA/ALLEGHENY
 KY0686  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0686
 KY0686                         *CURRENT SURVEY CONTROL
 KY0686  ___________________________________________________________________
 KY0686* NAD 83(1986)-  40 25 30.     (N)    080 01 49.     (W)     SCALED    
 KY0686* NAVD 88     -       271.994  (meters)     892.37   (feet)  ADJUSTED  
 KY0686  ___________________________________________________________________
 KY0686  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 KY0686  DYNAMIC HT  -         271.853 (meters)     891.90  (feet)  COMP
 KY0686  MODELED GRAV-     980,101.5   (mgal)                       NAVD 88
 KY0686
 KY0686  VERT ORDER  -  SECOND    CLASS 0
 KY0686
 KY0686.The horizontal coordinates were scaled from a topographic map and have
 KY0686.an estimated accuracy of +/- 6 seconds.
 KY0686
 KY0686.The orthometric height was determined by differential leveling
 KY0686.and adjusted by the National Geodetic Survey in June 1991..
 KY0686
 KY0686.The geoid height was determined by GEOID03.
 KY0686
 KY0686.The dynamic height is computed by dividing the NAVD 88
 KY0686.geopotential number by the normal gravity value computed on the
 KY0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0686.degrees latitude (g = 980.6199 gals.).
 KY0686
 KY0686.The modeled gravity was interpolated from observed gravity values.
 KY0686
 KY0686;                    North         East    Units  Estimated Accuracy
 KY0686;SPC PA S     -   123,710.      406,520.      MT  (+/- 180 meters Scaled)
 KY0686
 KY0686                          SUPERSEDED SURVEY CONTROL
 KY0686
 KY0686  NGVD 29 (??/??/92)  272.156  (m)          892.90   (f) ADJ UNCH    2 0
 KY0686
 KY0686.Superseded values are not recommended for survey control.
 KY0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0686.See file dsdata.txt to determine how the superseded data were derived.
 KY0686
 KY0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE822753(NAD 83)
 KY0686_MARKER: DD = SURVEY DISK
 KY0686_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0686_SP_SET: PILLAR
 KY0686_STAMPING: HT F
 KY0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0686
 KY0686  HISTORY     - Date     Condition        Report By
 KY0686  HISTORY     - UNK      MONUMENTED       PADT
 KY0686  HISTORY     - 1960     GOOD             NGS
 KY0686  HISTORY     - 19920801 MARK NOT FOUND   USGS
 KY0686
 KY0686                          STATION DESCRIPTION
 KY0686
 KY0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0686'0.6 MI SW FROM PITTSBURGH.
 KY0686'ABOUT 0.6 MILE SOUTHWEST ALONG U.S. HIGHWAY 19 FROM THE WEST END
 KY0686'OF THE FORT PITT TUNNEL IN PITTSBURGH, SET IN TOP AND 1/2 FOOT
 KY0686'SOUTHWEST OF THE NORTHEAST END OF A 1 FOOT PILLAR ON THE
 KY0686'NORTHEAST ABUTMENT OF A 150 FEET LONG CONCRETE BRIDGE OVER
 KY0686'U.S. HIGHWAY 19 AND INTERCHANGE ROAD FOR U.S. HIGHWAY 19, 36 FEET
 KY0686'SOUTHEAST OF THE CENTERLINE (MEDIAL STRIP) OF HIGHWAY, U.S. 22,
 KY0686'ABOUT 1 FOOT ABOVE THE HIGHWAY AND DRILLED IN HORIZONTAL.
 KY0686
 KY0686                          STATION RECOVERY (1992)
 KY0686
 KY0686'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 KY0686'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0685 ***********************************************************************
 KY0685  DESIGNATION -  HT K
 KY0685  PID         -  KY0685
 KY0685  STATE/COUNTY-  PA/ALLEGHENY
 KY0685  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0685
 KY0685                         *CURRENT SURVEY CONTROL
 KY0685  ___________________________________________________________________
 KY0685* NAD 83(1986)-  40 25 50.     (N)    080 01 37.     (W)     SCALED    
 KY0685* NAVD 88     -       236.249  (meters)     775.09   (feet)  ADJUSTED  
 KY0685  ___________________________________________________________________
 KY0685  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KY0685  DYNAMIC HT  -         236.126 (meters)     774.69  (feet)  COMP
 KY0685  MODELED GRAV-     980,102.8   (mgal)                       NAVD 88
 KY0685
 KY0685  VERT ORDER  -  SECOND    CLASS 0
 KY0685
 KY0685.The horizontal coordinates were scaled from a topographic map and have
 KY0685.an estimated accuracy of +/- 6 seconds.
 KY0685
 KY0685.The orthometric height was determined by differential leveling
 KY0685.and adjusted by the National Geodetic Survey in June 1991..
 KY0685
 KY0685.The geoid height was determined by GEOID03.
 KY0685
 KY0685.The dynamic height is computed by dividing the NAVD 88
 KY0685.geopotential number by the normal gravity value computed on the
 KY0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0685.degrees latitude (g = 980.6199 gals.).
 KY0685
 KY0685.The modeled gravity was interpolated from observed gravity values.
 KY0685
 KY0685;                    North         East    Units  Estimated Accuracy
 KY0685;SPC PA S     -   124,320.      406,820.      MT  (+/- 180 meters Scaled)
 KY0685
 KY0685                          SUPERSEDED SURVEY CONTROL
 KY0685
 KY0685  NGVD 29 (??/??/92)  236.413  (m)          775.63   (f) ADJ UNCH    2 0
 KY0685
 KY0685.Superseded values are not recommended for survey control.
 KY0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0685.See file dsdata.txt to determine how the superseded data were derived.
 KY0685
 KY0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE825760(NAD 83)
 KY0685_MARKER: DD = SURVEY DISK
 KY0685_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0685_SP_SET: CULVERT
 KY0685_STAMPING: HT K
 KY0685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0685
 KY0685  HISTORY     - Date     Condition        Report By
 KY0685  HISTORY     - UNK      MONUMENTED       PADT
 KY0685  HISTORY     - 1960     GOOD             NGS
 KY0685  HISTORY     - 19920801 MARK NOT FOUND   USGS
 KY0685  HISTORY     - 20040519 MARK NOT FOUND   USPSQD
 KY0685
 KY0685                          STATION DESCRIPTION
 KY0685
 KY0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0685'0.2 MI SW FROM PITTSBURGH.
 KY0685'ABOUT 0.15 MILE SOUTHWEST ALONG THE HIGHWAY TO THE ENTRANCE TO
 KY0685'THE FORT PITT TUNNEL AT PITTSBURGH, SET IN TOP AND ABOUT 2 1/2
 KY0685'FEET EAST OF THE WEST END OF THE SOUTH HEADWALL OF A 50 FOOT
 KY0685'CONCRETE CULVERT UNDER ALL HIGHWAYS, 24 FEET SOUTH OF THE
 KY0685'CENTERLINE OF U.S. HIGHWAY 19, 2 FEET ABOVE THE HIGHWAY AND
 KY0685'DRILLED IN HORIZONTAL.
 KY0685
 KY0685                          STATION RECOVERY (1992)
 KY0685
 KY0685'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 KY0685'MARK NOT FOUND.
 KY0685
 KY0685                          STATION RECOVERY (2004)
 KY0685
 KY0685'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 KY0685'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0231 ***********************************************************************
 KW0231  DESIGNATION -  HUBER
 KW0231  PID         -  KW0231
 KW0231  STATE/COUNTY-  PA/LEBANON
 KW0231  USGS QUAD   -  PINE GROVE (1977)
 KW0231
 KW0231                         *CURRENT SURVEY CONTROL
 KW0231  ___________________________________________________________________
 KW0231* NAD 83(1992)-  40 31 05.29007(N)    076 28 59.48259(W)     ADJUSTED  
 KW0231* NAVD 88     -       167.528  (meters)     549.63   (feet)  ADJUSTED  
 KW0231  ___________________________________________________________________
 KW0231  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 KW0231  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 KW0231  DYNAMIC HT  -         167.444 (meters)     549.36  (feet)  COMP
 KW0231  MODELED GRAV-     980,122.2   (mgal)                       NAVD 88
 KW0231
 KW0231  HORZ ORDER  -  SECOND
 KW0231  VERT ORDER  -  SECOND    CLASS 0
 KW0231
 KW0231.The horizontal coordinates were established by classical geodetic methods
 KW0231.and adjusted by the National Geodetic Survey in June 2002..
 KW0231
 KW0231.The orthometric height was determined by differential leveling
 KW0231.and adjusted by the National Geodetic Survey in June 1991..
 KW0231
 KW0231.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW0231
 KW0231.The geoid height was determined by GEOID03.
 KW0231
 KW0231.The dynamic height is computed by dividing the NAVD 88
 KW0231.geopotential number by the normal gravity value computed on the
 KW0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0231.degrees latitude (g = 980.6199 gals.).
 KW0231
 KW0231.The modeled gravity was interpolated from observed gravity values.
 KW0231
 KW0231;                    North         East     Units Scale Factor Converg.
 KW0231;SPC PA S     -   132,324.891   707,347.805   MT  0.99996019   +0 49 18.8
 KW0231;SPC PA S     -   434,135.91  2,320,690.26   sFT  0.99996019   +0 49 18.8
 KW0231;UTM  18      - 4,486,324.529   374,355.259   MT  0.99979432   -0 57 49.5
 KW0231
 KW0231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW0231!SPC PA S     -   0.99997908  x   0.99996019  =   0.99993927
 KW0231!UTM  18      -   0.99997908  x   0.99979432  =   0.99977340
 KW0231
 KW0231|---------------------------------------------------------------------|
 KW0231| PID    Reference Object                     Distance      Geod. Az  |
 KW0231|                                                           dddmmss.s |
 KW0231| KW0230 HUBER RM 1                           19.530 METERS 05950     |
 KW0231| CB3588 HUBER AZ MK                                        1930357.1 |
 KW0231| KW1346 BUBECK                              APPROX. 3.8 KM 2322856.9 |
 KW0231| KW0232 HUBER RM 2                           15.640 METERS 33237     |
 KW0231|---------------------------------------------------------------------|
 KW0231
 KW0231                          SUPERSEDED SURVEY CONTROL
 KW0231
 KW0231  NAD 83(1986)-  40 31 05.28344(N)    076 28 59.48622(W) AD(       ) 2
 KW0231  NAD 27      -  40 31 04.96150(N)    076 29 00.62620(W) AD(       ) 2
 KW0231  NGVD 29 (??/??/??)  167.728  (m)          550.29   (f) ADJUSTED    2 0
 KW0231
 KW0231.Superseded values are not recommended for survey control.
 KW0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0231.See file dsdata.txt to determine how the superseded data were derived.
 KW0231
 KW0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK7435586325(NAD 83)
 KW0231_MARKER: DS = TRIANGULATION STATION DISK
 KW0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0231_STAMPING: HUBER 1960
 KW0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0231+STABILITY: SURFACE MOTION
 KW0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0231+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2005
 KW0231
 KW0231  HISTORY     - Date     Condition        Report By
 KW0231  HISTORY     - 1960     MONUMENTED       CGS
 KW0231  HISTORY     - 1960     GOOD             CGS
 KW0231  HISTORY     - 1967     GOOD             AEROS
 KW0231  HISTORY     - 20050312 GOOD             GEOCAC
 KW0231
 KW0231                          STATION DESCRIPTION
 KW0231
 KW0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW0231'STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF SUEDEBERG, 0.3 MILE
 KW0231'SOUTHWEST OF THE LEBANON-SCHULKILL COUNTY LINE AND ON PROPERTY
 KW0231'OWNED AND OCCUPIED BY MR. GEORGE W. HUBER.
 KW0231'
 KW0231'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAYS 72 AND 343 IN
 KW0231'THE SMALL VILLAGE OF LICKDALE.  GO NORTH ON HIGHWAY 72 FOR 2.83 MILES
 KW0231'TO THE JUNCTION WITH STATE HIGHWAY 443 AND THE END OF HIGHWAY 72,
 KW0231'BEAR RIGHT AND GO NORTHEAST ON HIGHWAY 443 FOR 2.68 MILES TO A
 KW0231'SIDE ROAD RIGHT IN THE VILLAGE OF SUEDEBERG.  TURN RIGHT AND GO SOUTH
 KW0231'ON A MACADAM ROAD FOR 0.44 MILE TO A SIDE ROAD RIGHT WHICH IS JUST
 KW0231'AFTER CROSSING A SMALL BRIDGE.  TURN RIGHT AND GO WEST-SOUTHWEST FOR
 KW0231'0.08 MILE TO THE END OF MACADAM ROAD, CONTINUE STRAIGHT AHEAD, ON A
 KW0231'GRAVELED ROAD FOR 0.96 MILE TO A LARGE STONE BARN, THE FARM HOME OF
 KW0231'MR. GEORGE W. HUBER AND THE STATION ON THE RIGHT HAND SIDE OF THE
 KW0231'ROAD.
 KW0231'
 KW0231'AZIMUTH MARK IS REACHED FROM THE STATION.  GO SOUTHWEST ON THE
 KW0231'GRAVELED ROAD FOR 0.15 MILE TO A POINT WHERE THE ROAD CURVES LEFT
 KW0231'AND A SMALL FRAME BUILDING WHICH HAS A SIGN ON THE FRONT COPENS CAMP
 KW0231'ON THE RIGHT HAND SIDE OF THE ROAD, BEAR LEFT AND FOLLOW THE
 KW0231'GRAVELED ROAD FOR 0.01 MILE AND THE AZIMUTH MARK ON THE LEFT HAND
 KW0231'SIDE OF THE ROAD.
 KW0231'
 KW0231'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF SQUARE CONCRETE
 KW0231'MONUMENTS WHICH ARE FLUSH WITH THE GROUND SURFACE.
 KW0231'
 KW0231'STATION MARK IS STAMPED HUBER 1960.  IT IS 27 FEET WEST OF THE CENTER
 KW0231'OF A GRAVELED ROAD, 93 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 KW0231'OF A LARGE BARN, 132 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF
 KW0231'A TWO-STORY HOUSE WHICH IS CONSTRUCTED OF STONE AND HOME OF
 KW0231'MR. GEORGE W. HUBER, 15 FEET WEST OF A NORTH-SOUTH FENCELINE, 53.4
 KW0231'FEET EAST OF THE CENTER OF A CONCRETE WALK AND 20.5 FEET
 KW0231'NORTHWEST OF A FENCE CORNER.
 KW0231'
 KW0231'REFERENCE MARK NUMBER 1 IS STAMPED HUBER NO 1 1960.  IT IS 10 FEET
 KW0231'EAST OF THE CENTER OF THE GRAVELED ROAD, 100 FEET EAST OF THE
 KW0231'SOUTHEAST CORNER OF THE LARGE BARN AND ABOUT THE SAME ELEVATION AS
 KW0231'THE STATION MARK.
 KW0231'
 KW0231'REFERENCE MARK NUMBER 2 IS STAMPED HUBER NO 2 1960.  IT IS 68 FEET
 KW0231'WEST OF THE CENTER OF THE CENTER OF THE GRAVELED ROAD, 11 FEET
 KW0231'EAST OF THE CENTER OF THE CONCRETE WALK, 43.8 FEET SOUTH OF THE
 KW0231'SOUTHEAST CORNER OF THE LARGE BARN AND ABOUT 1 FOOT LOWER THAN
 KW0231'THE STATION MARK.
 KW0231'
 KW0231'AZIMUTH MARK IS STAMPED HUBER 1960.  IT IS 25 FEET EAST OF THE CENTER
 KW0231'OF A GRAVELED ROAD, 6 FEET EAST OF A SHORT STONE FENCELINE AND
 KW0231'TREELINE AND 73 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL
 KW0231'FRAME BUILDING WHICH HAS A SIGN, COPENS CAMP, ON THE FRONT OF THE
 KW0231'BUILDING.
 KW0231'
 KW0231'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KW0231
 KW0231                          STATION RECOVERY (1960)
 KW0231
 KW0231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KW0231'1 MI SW FROM SUEDBERG.
 KW0231'ABOUT 1.0 MILE SOUTH-SOUTHWEST ALONG AN ASPHALT AND GRAVEL ROAD,
 KW0231'FROM THE SOUTH END OF A LARGE CONCRETE BRIDGE OVER SWATARA
 KW0231'CREEK AT SUEDBERG.  ABOUT 0.3 MILE SOUTHWEST OF THE
 KW0231'LEBANON-SCHUYLKILL COUNTY LINE, ON PROPERTY OWNED BY MR. GEORGE
 KW0231'W. HUBER.  ABOUT 150 FEET NORTHEAST OF A TWO-STORY STONE HOUSE,
 KW0231'27 FEET NORTHWEST OF THE CENTER OF THE ROAD, 27 1/2 FEET WEST
 KW0231'OF A 24-INCH BLACK WALNUT TREE, 15.2 FEET NORTHWEST OF FENCE
 KW0231'LINE, 1/2 FOOT ABOVE THE LEVEL OF THE ROAD AND IS SET IN THE TOP
 KW0231'OF A CONCRETE POST AND IS FLUSH WITH THE LEVEL OF THE GROUND.
 KW0231
 KW0231                          STATION RECOVERY (1967)
 KW0231
 KW0231'RECOVERY NOTE BY AERO SERVICE CORPORATION 1967
 KW0231'STATION WAS SEARCHED FOR AND FOUND IN GOOD CONDITION.
 KW0231
 KW0231                          STATION RECOVERY (2005)
 KW0231
 KW0231'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0231'MARK IS NOW IN SWATARA CREEK STATE PARK AND ALL STRUCTURES ARE GONE.
 KW0231' 
 KW0231'STATION MARK IS 27 FEET WEST OF THE CENTERLINE OF A PAVED ROAD IN POOR
 KW0231'CONDITION, 6 FEET NORTH NORTHEAST OF A 9 INCH TREE, 4 FEET EAST
 KW0231'NORTHEAST FROM A 9 INCH TREE AND 2 FEET SOUTHWEST OF A 6 INCH TREE,.
 KW0231' 
 KW0231'REFERENCE MARK 1 WAS NOT FOUND.
 KW0231' 
 KW0231'REFERENCE MARK 2 IS 68 FEET WEST OF THE CENTER OF THE ROAD, 17.5 FEET
 KW0231'SOUTH SOUTHEAST OF A 32 INCH TREE AND 12 FEET NORTH OF AN 18 INCH
 KW0231'TREE.
 KW0231' 
 KW0231'AZIMUTH MARK SEARCHED FOR WITH A METAL DETECTOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0230 ***********************************************************************
 KW0230  DESIGNATION -  HUBER RM 1
 KW0230  PID         -  KW0230
 KW0230  STATE/COUNTY-  PA/LEBANON
 KW0230  USGS QUAD   -  PINE GROVE (1977)
 KW0230
 KW0230                         *CURRENT SURVEY CONTROL
 KW0230  ___________________________________________________________________
 KW0230* NAD 83(1986)-  40 31 04.     (N)    076 28 59.     (W)     SCALED    
 KW0230* NAVD 88     -       166.711  (meters)     546.95   (feet)  ADJUSTED  
 KW0230  ___________________________________________________________________
 KW0230  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 KW0230  DYNAMIC HT  -         166.628 (meters)     546.68  (feet)  COMP
 KW0230  MODELED GRAV-     980,122.2   (mgal)                       NAVD 88
 KW0230
 KW0230  VERT ORDER  -  SECOND    CLASS 0
 KW0230
 KW0230.The horizontal coordinates were scaled from a topographic map and have
 KW0230.an estimated accuracy of +/- 6 seconds.
 KW0230
 KW0230.The orthometric height was determined by differential leveling
 KW0230.and adjusted by the National Geodetic Survey in June 1991..
 KW0230
 KW0230.The geoid height was determined by GEOID03.
 KW0230
 KW0230.The dynamic height is computed by dividing the NAVD 88
 KW0230.geopotential number by the normal gravity value computed on the
 KW0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0230.degrees latitude (g = 980.6199 gals.).
 KW0230
 KW0230.The modeled gravity was interpolated from observed gravity values.
 KW0230
 KW0230;                    North         East    Units  Estimated Accuracy
 KW0230;SPC PA S     -   132,290.      707,360.      MT  (+/- 180 meters Scaled)
 KW0230
 KW0230                          SUPERSEDED SURVEY CONTROL
 KW0230
 KW0230  NGVD 29 (??/??/??)  166.911  (m)          547.61   (f) ADJUSTED    2 0
 KW0230
 KW0230.Superseded values are not recommended for survey control.
 KW0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0230.See file dsdata.txt to determine how the superseded data were derived.
 KW0230
 KW0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK743862(NAD 83)
 KW0230_MARKER: DR = REFERENCE MARK DISK
 KW0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0230_STAMPING: HUBER NO 1 1960
 KW0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0230+STABILITY: SURFACE MOTION
 KW0230
 KW0230  HISTORY     - Date     Condition        Report By
 KW0230  HISTORY     - 1960     MONUMENTED       CGS
 KW0230  HISTORY     - 20050312 MARK NOT FOUND   GEOCAC
 KW0230
 KW0230                          STATION DESCRIPTION
 KW0230
 KW0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0230'1 MI SW FROM SUEDBERG.
 KW0230'ABOUT 1.0 MILE SOUTH-SOUTHWEST ALONG AN ASPHALT AND GRAVEL
 KW0230'ROAD, FROM THE SOUTH END OF A LARGE CONCRETE BRIDGE OVER SWATARA
 KW0230'CREEK AT SUEDBERG.  ABOUT 0.3 MILE SOUTHWEST OF THE
 KW0230'LEBANON-SCHUYLKILL COUNTY LINE, ON PROPERTY OWNED BY MR. GEORGE
 KW0230'W. HUBER.  ABOUT 150 FEET NORTHEAST OF A TWO-STORY STONE HOUSE,
 KW0230'64.2 FEET EAST-NORTHEAST ACROSS ROAD FROM THE STATION, 38 1/2
 KW0230'FEET NORTHEAST ACROSS THE ROAD FROM A 24-INCH BLACK WALNUT TREE,
 KW0230'11 FEET SOUTHEAST OF THE CENTER OF THE ROAD AND IS ABOUT THE SAME
 KW0230'LEVEL AS THE ROAD, SET IN THE TOP OF A CONCRETE POST WHICH IS
 KW0230'FLUSH WITH THE LEVEL OF THE GROUND.
 KW0230
 KW0230                          STATION RECOVERY (2005)
 KW0230
 KW0230'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0230'MARK NOT LOCATED. A BURIED BLOCK OF CONCRETE WAS LOCATED AT ABOUT THE
 KW0230'LOCATION OF THE MARK BUT EXCAVATION DID NOT REVEAL THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0232 ***********************************************************************
 KW0232  DESIGNATION -  HUBER RM 2
 KW0232  PID         -  KW0232
 KW0232  STATE/COUNTY-  PA/LEBANON
 KW0232  USGS QUAD   -  PINE GROVE (1977)
 KW0232
 KW0232                         *CURRENT SURVEY CONTROL
 KW0232  ___________________________________________________________________
 KW0232* NAD 83(1986)-  40 31 04.     (N)    076 28 59.     (W)     SCALED    
 KW0232* NAVD 88     -       167.029  (meters)     547.99   (feet)  ADJUSTED  
 KW0232  ___________________________________________________________________
 KW0232  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 KW0232  DYNAMIC HT  -         166.946 (meters)     547.72  (feet)  COMP
 KW0232  MODELED GRAV-     980,122.2   (mgal)                       NAVD 88
 KW0232
 KW0232  VERT ORDER  -  SECOND    CLASS 0
 KW0232
 KW0232.The horizontal coordinates were scaled from a topographic map and have
 KW0232.an estimated accuracy of +/- 6 seconds.
 KW0232
 KW0232.The orthometric height was determined by differential leveling
 KW0232.and adjusted by the National Geodetic Survey in June 1991..
 KW0232
 KW0232.The geoid height was determined by GEOID03.
 KW0232
 KW0232.The dynamic height is computed by dividing the NAVD 88
 KW0232.geopotential number by the normal gravity value computed on the
 KW0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0232.degrees latitude (g = 980.6199 gals.).
 KW0232
 KW0232.The modeled gravity was interpolated from observed gravity values.
 KW0232
 KW0232;                    North         East    Units  Estimated Accuracy
 KW0232;SPC PA S     -   132,290.      707,360.      MT  (+/- 180 meters Scaled)
 KW0232
 KW0232                          SUPERSEDED SURVEY CONTROL
 KW0232
 KW0232  NGVD 29 (??/??/??)  167.230  (m)          548.65   (f) ADJUSTED    2 0
 KW0232
 KW0232.Superseded values are not recommended for survey control.
 KW0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0232.See file dsdata.txt to determine how the superseded data were derived.
 KW0232
 KW0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK743862(NAD 83)
 KW0232_MARKER: DR = REFERENCE MARK DISK
 KW0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0232_STAMPING: HUBER NO 2 1960
 KW0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0232+STABILITY: SURFACE MOTION
 KW0232_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0232+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2005
 KW0232
 KW0232  HISTORY     - Date     Condition        Report By
 KW0232  HISTORY     - 1960     MONUMENTED       CGS
 KW0232  HISTORY     - 20050312 GOOD             GEOCAC
 KW0232
 KW0232                          STATION DESCRIPTION
 KW0232
 KW0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0232'1 MI SW FROM SUEDBERG.
 KW0232'ABOUT 1.0 MILE SOUTH-SOUTHWEST ALONG AN ASPHALT AND GRAVEL ROAD,
 KW0232'FROM THE SOUTH END OF A LARGE CONCRETE BRIDGE OVER SWATARA CREEK
 KW0232'AT SUEDBERG.  ABOUT 0.3 MILE SOUTHWEST OF THE LEBANON-SCHUYLKILL
 KW0232'COUNTY LINE, ON PROPERTY OWNED BY MR. GEORGE W. HUBER.  ABOUT
 KW0232'150 FEET NORTHEAST OF A TWO-STORY STONE HOUSE, 66 1/2 FEET
 KW0232'NORTHWEST OF THE CENTER OF THE ROAD, 51.3 FEET NORTH-NORTHWEST
 KW0232'OF THE STATION, 50.6 FEET NORTHWEST OF A BLACK WALNUT TREE,
 KW0232'17 1/2 FEET SOUTHEAST OF A 12-INCH PEAR TREE, 0.6 FEET SOUTHWEST
 KW0232'OF THE FENCE LINE AND IS SET IN THE TOP OF A CONCRETE POST WHICH
 KW0232'IS FLUSH WITH THE LEVEL OF THE GROUND.
 KW0232
 KW0232                          STATION RECOVERY (2005)
 KW0232
 KW0232'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0232'MARK IS 68 FEET WEST OF THE CENTER OF A PAVED ROAD IN POOR CONDITION,
 KW0232'17.5 FEET SOUTH SOUTHEAST OF A 32 INCH TREE AND 12 FEET NORTH OF AN 18
 KW0232'INCH TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JX1848 ***********************************************************************
 JX1848  DESIGNATION -  HUGHES
 JX1848  PID         -  JX1848
 JX1848  STATE/COUNTY-  PA/GREENE
 JX1848  USGS QUAD   -  WAYNESBURG (1973)
 JX1848
 JX1848                         *CURRENT SURVEY CONTROL
 JX1848  ___________________________________________________________________
 JX1848* NAD 83(1992)-  39 56 45.28591(N)    080 11 26.63860(W)     ADJUSTED  
 JX1848* NAVD 88     -       448.     (meters)    1470.     (feet)  SCALED    
 JX1848  ___________________________________________________________________
 JX1848  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 JX1848  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 JX1848
 JX1848  HORZ ORDER  -  SECOND
 JX1848
 JX1848.The horizontal coordinates were established by classical geodetic methods
 JX1848.and adjusted by the National Geodetic Survey in June 2002..
 JX1848
 JX1848.The orthometric height was scaled from a topographic map.
 JX1848
 JX1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1848
 JX1848.The geoid height was determined by GEOID03.
 JX1848
 JX1848;                    North         East     Units Scale Factor Converg.
 JX1848;SPC PA S     -    70,899.889   391,439.008   MT  0.99999806   -1 35 00.7
 JX1848;SPC PA S     -   232,610.72  1,284,246.15   sFT  0.99999806   -1 35 00.7
 JX1848;UTM  17      - 4,422,067.581   569,133.673   MT  0.99965884   +0 31 10.6
 JX1848
 JX1848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1848!SPC PA S     -   0.99993496  x   0.99999806  =   0.99993302
 JX1848!UTM  17      -   0.99993496  x   0.99965884  =   0.99959382
 JX1848
 JX1848:                Primary Azimuth Mark                     Grid Az
 JX1848:SPC PA S     -  UNION USGS 1941                          322 39 11.5
 JX1848:UTM  17      -  UNION USGS 1941                          320 33 00.2
 JX1848
 JX1848|---------------------------------------------------------------------|
 JX1848| PID    Reference Object                     Distance      Geod. Az  |
 JX1848|                                                           dddmmss.s |
 JX1848| JX1846 UNION USGS 1941                     APPROX. 6.1 KM 3210410.8 |
 JX1848|---------------------------------------------------------------------|
 JX1848
 JX1848                          SUPERSEDED SURVEY CONTROL
 JX1848
 JX1848  NAD 83(1995)-  39 56 45.28588(N)    080 11 26.63873(W) AD(       ) 2
 JX1848  NAD 83(1986)-  39 56 45.29172(N)    080 11 26.64550(W) AD(       ) 2
 JX1848  NAD 27      -  39 56 45.02890(N)    080 11 27.42260(W) AD(       ) 2
 JX1848
 JX1848.Superseded values are not recommended for survey control.
 JX1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1848.See file dsdata.txt to determine how the superseded data were derived.
 JX1848
 JX1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE6913422068(NAD 83)
 JX1848_MARKER: DS = TRIANGULATION STATION DISK
 JX1848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1848
 JX1848  HISTORY     - Date     Condition        Report By
 JX1848  HISTORY     - 1941     MONUMENTED       USGS
 JX1848  HISTORY     - 1974     GOOD             NGS
 JX1848
 JX1848                          STATION DESCRIPTION
 JX1848
 JX1848'DESCRIBED BY US GEOLOGICAL SURVEY 1941 (GWL)
 JX1848'THE STATION IS ABOUT 3 MILES N OF WAYNESBURG ON THE HUGHES ESTATE.
 JX1848'IT IS ABOUT 15 FEET N OF THE HIGHEST POINT OF THE
 JX1848'HILL, 39 FEET W OF A 10-INCH APPLE TREE, AND 3.966 METERS OR 13.01
 JX1848'FEET WNW OF STATION HUGHES.  IT IS A STANDARD U.S.G.S.
 JX1848'TRIANGULATION STATION DISK, UNSTAMPED, CEMENTED IN THE TOP OF A
 JX1848'6-INCH SQUARE STONE POST PROJECTING 8 INCHES.
 JX1848'
 JX1848'THIS STATION WAS LOCATED BY TRAVERSE FROM STATION HUGHES.
 JX1848
 JX1848                          STATION RECOVERY (1974)
 JX1848
 JX1848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JX1848'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED.
 JX1848'THE PROPERTY OWNER REQUESTED THAT ALL PERSONS VISITING THE
 JX1848'STATION, SHOULD STOP AND ASK PERMISSION BEFORE PASSING THE HOUSE IN
 JX1848'ROUTE TO THE STATION.  IF PERMISSION IS NOT OBTAINED,
 JX1848'THE PEOPLE WILL NOT BE ALLOWED TO RETURN TO THE STATION.
 JX1848'
 JX1848'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES NORTH OF
 JX1848'WAYNESBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JX1847 ***********************************************************************
 JX1847  DESIGNATION -  HUGHES RESET
 JX1847  PID         -  JX1847
 JX1847  STATE/COUNTY-  PA/GREENE
 JX1847  USGS QUAD   -  WAYNESBURG (1973)
 JX1847
 JX1847                         *CURRENT SURVEY CONTROL
 JX1847  ___________________________________________________________________
 JX1847* NAD 83(1992)-  39 56 45.23902(N)    080 11 26.48304(W)     ADJUSTED  
 JX1847* NAVD 88     -       445.6    (meters)    1462.     (feet)  VERTCON   
 JX1847  ___________________________________________________________________
 JX1847  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 JX1847  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 JX1847
 JX1847  HORZ ORDER  -  FIRST
 JX1847
 JX1847.The horizontal coordinates were established by classical geodetic methods
 JX1847.and adjusted by the National Geodetic Survey in June 2002..
 JX1847
 JX1847.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1847
 JX1847.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1847
 JX1847.The geoid height was determined by GEOID03.
 JX1847
 JX1847;                    North         East     Units Scale Factor Converg.
 JX1847;SPC PA S     -    70,898.341   391,442.660   MT  0.99999806   -1 35 00.6
 JX1847;SPC PA S     -   232,605.64  1,284,258.13   sFT  0.99999806   -1 35 00.6
 JX1847;UTM  17      - 4,422,066.169   569,137.377   MT  0.99965884   +0 31 10.7
 JX1847
 JX1847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1847!SPC PA S     -   0.99993532  x   0.99999806  =   0.99993338
 JX1847!UTM  17      -   0.99993532  x   0.99965884  =   0.99959418
 JX1847
 JX1847|---------------------------------------------------------------------|
 JX1847| PID    Reference Object                     Distance      Geod. Az  |
 JX1847|                                                           dddmmss.s |
 JX1847| CX4720 HUGHES RM 3                          21.408 METERS 00605     |
 JX1847| CX4719 HUGHES RM 1                          22.881 METERS 05436     |
 JX1847| KY3113 JEFFERSON SW PWA TANK               APPROX.15.3 KM 0630523.6 |
 JX1847| JX1839 WAYNESBURG CO COURTHOUSE DOME       APPROX. 5.5 KM 1761820.7 |
 JX1847| JX1843 WAYNESBURG COLLEGE CUPOLA           APPROX. 5.2 KM 1765918.5 |
 JX1847| CX4718 HUGHES AZ MK                                       1974729.2 |
 JX1847| JX1849 HUGHES RM A                          27.958 METERS 20651     |
 JX1847| CX4721 HUGHES RM 4                          20.080 METERS 23951     |
 JX1847| JX1848 HUGHES                                3.966 METERS 29123     |
 JX1847|---------------------------------------------------------------------|
 JX1847
 JX1847                          SUPERSEDED SURVEY CONTROL
 JX1847
 JX1847  NAD 83(1995)-  39 56 45.23899(N)    080 11 26.48317(W) AD(       ) 1
 JX1847  NAD 83(1986)-  39 56 45.24491(N)    080 11 26.49020(W) AD(       ) 1
 JX1847  NAD 27      -  39 56 44.98200(N)    080 11 27.26700(W) AD(       ) 1
 JX1847  NGVD 29 (07/19/86)  445.7    (m)         1462.     (f) VERT ANG       
 JX1847
 JX1847.Superseded values are not recommended for survey control.
 JX1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1847.See file dsdata.txt to determine how the superseded data were derived.
 JX1847
 JX1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE6913722066(NAD 83)
 JX1847_MARKER: DS = TRIANGULATION STATION DISK
 JX1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1847
 JX1847  HISTORY     - Date     Condition        Report By
 JX1847  HISTORY     - 1941     MONUMENTED       CGS
 JX1847  HISTORY     - 1969     SEE DESCRIPTION  NGS
 JX1847  HISTORY     - 1974     GOOD             NGS
 JX1847
 JX1847                          STATION DESCRIPTION
 JX1847
 JX1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 JX1847'THE STATION IS ABOUT 3 MILES N OF WAYNESBURG ON THE HUGHES ESTATE.
 JX1847'IT IS ABOUT 25 FEET NE OF THE HIGHEST POINT OF THE HILL AND 26
 JX1847'FEET W OF A 10-INCH APPLE TREE.  IT PROJECTS 6 INCHES AND IS STAMPED
 JX1847'HUGHES 1941.
 JX1847'
 JX1847'SURFACE, UNDERGROUND, AND REFERENCE MARK NO. 1 ARE STANDARD BRONZE
 JX1847'DISKS SET IN CONCRETE.
 JX1847'
 JX1847'REFERENCE MARK NO. 1 IS 27 FEET N OF A 14-INCH APPLE TREE, PROJECTS 7
 JX1847'INCHES, AND IS STAMPED HUGHES 1941 NO 1.
 JX1847'
 JX1847'THE U.S. GEOLOGICAL SURVEY TRIANGULATION STATION HUGHES IS USED AS
 JX1847'REFERENCE MARK NO. 2.  IT IS A STANDARD U.S.G.S.  TRIANGULATION
 JX1847'STATION DISK, WITHOUT A NAME STAMPED ON IT, CEMENTED IN THE TOP OF A
 JX1847'6-INCH SQUARE STONE POST PROJECTING 8 INCHES.
 JX1847'
 JX1847'AZIMUTH MARK IS A STANDARD DISK CEMENTED IN THE TOP OF A CULVERT
 JX1847'HEADWALL, 14.6 FEET W OF THE CENTER OF U.S. HIGHWAY 19, AND 6
 JX1847'INCHES S OF THE N END OF THE HEADWALL WHICH PROJECTS 8 INCHES ABOVE
 JX1847'THE HIGHWAY SLAB.
 JX1847'
 JX1847'TO REACH FROM THE COURTHOUSE IN WAYNESBURG, GO WESTERLY ON HIGH
 JX1847'STREET ONE BLOCK AND TURN RIGHT, THENCE NORTHERLY ON
 JX1847'U.S. HIGHWAY 19 FOR 3.0 MILES TO THE AZIMUTH MARK ON THE LEFT, THENCE
 JX1847'CONTINUE 0.5 MILE AND TURN LEFT BETWEEN A HOUSE AND BARN,
 JX1847'THENCE ABOUT 50 YARDS AND TURN RIGHT THROUGH A GATE, THENCE WESTERLY
 JX1847'ALONGSIDE THE FENCE AND NORTHERLY ALONG THE RIDGE TO THE TOP
 JX1847'OF THE HILL AND THE STATION.
 JX1847'
 JX1847'LIGHTS ELEVATED 4, 74, 4, 74, 74, 74, AND 74 FEET AT STATIONS
 JX1847'WAYNESBURG, BLACK, CALL, OAK, TIME, UNION, AND HILLSBORO
 JX1847'(U.S.G.S.), RESPECTIVELY, WERE VISIBLE FROM THE GROUND.  A LIGHT
 JX1847'ELEVATED 74 FEET AT MCGILL WAS VISIBLE 50 FEET ABOVE
 JX1847'THE GROUND.
 JX1847
 JX1847                          STATION RECOVERY (1969)
 JX1847
 JX1847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969 (WOK)
 JX1847'THE STATION AND AZIMUTH MARKS WERE RECOVERED AND IN GOOD CONDITION.
 JX1847'THE USGS MARK AND REFERENCE MARK 1 HAVE BEEN DESTROYED.
 JX1847'
 JX1847'THE STATION MARK WAS LOWERED DUE TO THE PROPERTY OWNERS REQUEST
 JX1847'AND 2 NEW REFERENCE MARKS, 3 AND 4 HAVE BEEN ESTABLISHED.
 JX1847'
 JX1847'LOCATION DESCRIPTION OF THE STATION IS ADEQUATE.
 JX1847'
 JX1847'THE STATION IS A USC AND GS STATION MARK DISK STAMPED HUGHES
 JX1847'1941 1969 AND THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
 JX1847'A STATION SUB-SURFACE DISK IS SET 36 INCHES BELOW THE SURFACE OF
 JX1847'THE GROUND AND STAMPED THE SAME AS THE SURFACE DISK.
 JX1847'
 JX1847'REFERENCE MARK 3 IS A USC AND GS REFERENCE MARK DISK STAMPED
 JX1847'HUGHES NO 3 1941 1969 SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 JX1847'SET FLUSH WITH THE SURFACE OF THE GROUND.
 JX1847'
 JX1847'REFERENCE MARK 4 IS A USC AND GS REFERENCE MARK DISK STAMPED
 JX1847'HUGHES NO 4 1941 1969 SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 JX1847'SET FLUSH WITH THE SURFACE OF THE GROUND.
 JX1847'
 JX1847'THE AZIMUTH MARK IS A USC AND GS AZIMUTH MARK DISK STAMPED
 JX1847'HUGHES 1941 CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE
 JX1847'CULVERT HEADWALL WHICH PROJECTS ABOUT 4 INCHES.  THE MARK IS
 JX1847'14 1/2 FEET WEST OF THE CENTERLINE OF U. S. HIGHWAY 19 AND 0.65
 JX1847'FEET SOUTHWEST OF A METAL POST WITH A METAL WITNESS SIGN ATTACHED.
 JX1847'
 JX1847'STATION IS REACHED FROM THE NORTHWEST CORNER OF THE GREENE COUNTY
 JX1847'COURTHOUSE, HIGH-WASHINGTON STREETS INTERSECTION, IN WAYNESBURG.
 JX1847'GO WEST ON HIGH STREET FOR 0.1 MILE.  TURN RIGHT AND GO NORTHERLY
 JX1847'ON U. S. HIGHWAY 19 FOR 0.75 MILE TO A DIRVEWAY AT A TWO STORY
 JX1847'HOUSE AND GARAGE ON THE LEFT.  TURN LEFT AND PASS BETWEEN THE
 JX1847'GARAGE AND HOUSE AND GO WEST ON A LANE ROAD, KEEPING ALONG THE
 JX1847'SOUTH SIDE OF A FENCELINE FOR 0.1 MILE TO A BOARD GATE.  TURN
 JX1847'SHARP LEFT AND GO SOUTHEAST UPHILL FOR 0.05 MILE TO THE TOP OF
 JX1847'THE HILL AND THE STATION.
 JX1847'HUGHES RM A IS A U. S. ARMY, CORPS OF ENGINEERS DISK STAMPED
 JX1847'HUGHES RM A 1969 USATOPOCOM AND IS SET IN A SQUARE CONCRETE MONUMENT
 JX1847'SET FLUSH WITH THE SURFACE OF THE GROUND.  A SUB-SURFACE DISK IS SET
 JX1847'IN A BLOCK OF CONCRETE ABOUT 3 FEET BELOW THE SURFACE OF THE GROUND
 JX1847'AND STAMPED THE SAME AS THE SURFACE DISK.
 JX1847'
 JX1847'A TRAVERSE CONNECTION WAS MADE TO HUGHES RMA 1969, DISTANCE BEING
 JX1847'27.960 METERS OR 91.73 FEET.
 JX1847
 JX1847                          STATION RECOVERY (1974)
 JX1847
 JX1847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JX1847'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 JX1847'AS DESCRIBED.  THE PROPERTY OWNER REQUESTED THAT ALL PERSONS
 JX1847'VISITING THE STATION, SHOULD STOP AND ASK PERMISSION BEFORE PASSING
 JX1847'THE HOUSE IN ROUTE TO THE STATION.  IF PERMISSION IS NOT OBTAINED,
 JX1847'THE PEOPLE WILL NOT BE ALLOWED TO RETURN.
 JX1847'
 JX1847'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES NORTH OF
 JX1847'WAYNESBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JX1849 ***********************************************************************
 JX1849  DESIGNATION -  HUGHES RM A
 JX1849  PID         -  JX1849
 JX1849  STATE/COUNTY-  PA/GREENE
 JX1849  USGS QUAD   -  WAYNESBURG (1973)
 JX1849
 JX1849                         *CURRENT SURVEY CONTROL
 JX1849  ___________________________________________________________________
 JX1849* NAD 83(1992)-  39 56 44.43022(N)    080 11 27.01484(W)     ADJUSTED  
 JX1849* NAVD 88     -       444.6    (meters)    1459.     (feet)  VERTCON   
 JX1849  ___________________________________________________________________
 JX1849  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 JX1849  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 JX1849
 JX1849  HORZ ORDER  -  FIRST
 JX1849
 JX1849.The horizontal coordinates were established by classical geodetic methods
 JX1849.and adjusted by the National Geodetic Survey in June 2002..
 JX1849
 JX1849.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX1849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX1849
 JX1849.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1849
 JX1849.The geoid height was determined by GEOID03.
 JX1849
 JX1849;                    North         East     Units Scale Factor Converg.
 JX1849;SPC PA S     -    70,873.754   391,429.351   MT  0.99999809   -1 35 01.0
 JX1849;SPC PA S     -   232,524.97  1,284,214.46   sFT  0.99999809   -1 35 01.0
 JX1849;UTM  17      - 4,422,041.118   569,124.984   MT  0.99965882   +0 31 10.4
 JX1849
 JX1849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1849!SPC PA S     -   0.99993547  x   0.99999809  =   0.99993356
 JX1849!UTM  17      -   0.99993547  x   0.99965882  =   0.99959432
 JX1849
 JX1849|---------------------------------------------------------------------|
 JX1849| PID    Reference Object                     Distance      Geod. Az  |
 JX1849|                                                           dddmmss.s |
 JX1849| JX1847 HUGHES RESET                         27.958 METERS 02651     |
 JX1849| KY3113 JEFFERSON SW PWA TANK               APPROX.15.3 KM 0630140.9 |
 JX1849| CX4718 HUGHES AZ MK                                       1973217.8 |
 JX1849|---------------------------------------------------------------------|
 JX1849
 JX1849                          SUPERSEDED SURVEY CONTROL
 JX1849
 JX1849  NAD 83(1995)-  39 56 44.43019(N)    080 11 27.01498(W) AD(       ) 1
 JX1849  NAD 83(1986)-  39 56 44.43612(N)    080 11 27.02200(W) AD(       ) 1
 JX1849  NAD 27      -  39 56 44.17319(N)    080 11 27.79879(W) AD(       ) 1
 JX1849  NGVD 29 (07/19/86)  444.7    (m)         1459.     (f) VERT ANG       
 JX1849
 JX1849.Superseded values are not recommended for survey control.
 JX1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1849.See file dsdata.txt to determine how the superseded data were derived.
 JX1849
 JX1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE6912522041(NAD 83)
 JX1849_MARKER: DD = SURVEY DISK
 JX1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1849
 JX1849  HISTORY     - Date     Condition        Report By
 JX1849  HISTORY     - 1969     MONUMENTED       DMA
 JX1849
 JX1849                          STATION DESCRIPTION
 JX1849
 JX1849'DESCRIBED BY DEFENSE MAP AGENCY 1969 (WOK)
 JX1849'HUGHES RM A IS A U. S. ARMY, CORPS OF ENGINEERS DISK STAMPED
 JX1849'HUGHES RM A 1969 USATOPCCOM AND IS SET IN A SQUARE CONCRETE MONUMENT
 JX1849'SET FLUSH WITH THE SURFACE OF THE GROUND.  A SUB-SURFACE DISK IS
 JX1849'SET IN A BLOCK OF CONCRETE ABOUT 3 FEET BELOW THE SURFACE OF THE
 JX1849'GROUND AND STAMPED THE SAME AS THE SURFACE DISK.  IT IS 27.960 M.
 JX1849'OR 91.73 FEET SOUTH-SOUTHWEST OF TRIANGULATION STATION HUGHES USC
 JX1849'AND GS 1941-1969.  THE TO REACH DESCRIPTION IS THE SAME AS FOR
 JX1849'TRIANGULATION STATION HUGHES USC AND GS 1941-1969.
 JX1849'
 JX1849'A TRAVERSE TIE WAS MADE TO HUGHES USC AND GS 1941-1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1946 ***********************************************************************
 LZ1946  DESIGNATION -  HUGHESVILLE GEE COMMERCIAL ANT
 LZ1946  PID         -  LZ1946
 LZ1946  STATE/COUNTY-  PA/LYCOMING
 LZ1946  USGS QUAD   -  HUGHESVILLE (1975)
 LZ1946
 LZ1946                         *CURRENT SURVEY CONTROL
 LZ1946  ___________________________________________________________________
 LZ1946* NAD 83(1992)-  41 13 10.42040(N)    076 41 42.61816(W)     ADJUSTED  
 LZ1946* NAVD 88     -                                                        
 LZ1946  ___________________________________________________________________
 LZ1946  LAPLACE CORR-           6.18  (seconds)                    DEFLEC99
 LZ1946  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 LZ1946
 LZ1946  HORZ ORDER  -  THIRD
 LZ1946
 LZ1946.The horizontal coordinates were established by classical geodetic methods
 LZ1946.and adjusted by the National Geodetic Survey in June 2002..
 LZ1946
 LZ1946
 LZ1946.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1946
 LZ1946.The geoid height was determined by GEOID03.
 LZ1946
 LZ1946;                    North         East     Units Scale Factor Converg.
 LZ1946;SPC PA N     -   117,466.279   688,447.536   MT  0.99996277   +0 41 52.1
 LZ1946;SPC PA N     -   385,387.28  2,258,681.62   sFT  0.99996277   +0 41 52.1
 LZ1946;UTM  18      - 4,564,516.253   357,904.841   MT  0.99984850   -1 07 02.0
 LZ1946
 LZ1946                          SUPERSEDED SURVEY CONTROL
 LZ1946
 LZ1946  NAD 83(1986)-  41 13 10.41770(N)    076 41 42.61577(W) AD(       ) 4
 LZ1946  NAD 27      -  41 13 10.12300(N)    076 41 43.77400(W) AD(       ) 3
 LZ1946
 LZ1946.Superseded values are not recommended for survey control.
 LZ1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1946.See file dsdata.txt to determine how the superseded data were derived.
 LZ1946
 LZ1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL5790564516(NAD 83)
 LZ1946
 LZ1946  HISTORY     - Date     Condition        Report By
 LZ1946  HISTORY     - 1958     MONUMENTED       CGS
 LZ1946
 LZ1946                          STATION DESCRIPTION
 LZ1946
 LZ1946'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ1946'THE STATION IS THE CENTER OF THE BRACE BETWEEN THE TWO POLES WHICH
 LZ1946'ARE LOCATED ON A HILL ABOUT 2 MILES SOUTHEAST OF
 LZ1946'HUGHESVILLE.
 LZ1946'
 LZ1946'THE STRUCTURES ARE TWO LARGE WOODEN POLES WITH SEVERAL T.V. ANTENNAS.
 LZ1946'THERE IS A SMALL BUILDING AT THE BASE OF THE POLES.  THE POLES
 LZ1946'ARE ABOUT 75 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1947 ***********************************************************************
 LZ1947  DESIGNATION -  HUGHESVILLE HINZMANN TANK
 LZ1947  PID         -  LZ1947
 LZ1947  STATE/COUNTY-  PA/LYCOMING
 LZ1947  USGS QUAD   -  HUGHESVILLE (1975)
 LZ1947
 LZ1947                         *CURRENT SURVEY CONTROL
 LZ1947  ___________________________________________________________________
 LZ1947* NAD 83(1992)-  41 14 13.75298(N)    076 43 51.49708(W)     ADJUSTED  
 LZ1947* NAVD 88     -                                                        
 LZ1947  ___________________________________________________________________
 LZ1947  LAPLACE CORR-           5.04  (seconds)                    DEFLEC99
 LZ1947  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 LZ1947
 LZ1947  HORZ ORDER  -  THIRD
 LZ1947
 LZ1947.The horizontal coordinates were established by classical geodetic methods
 LZ1947.and adjusted by the National Geodetic Survey in June 2002..
 LZ1947
 LZ1947
 LZ1947.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1947
 LZ1947.The geoid height was determined by GEOID03.
 LZ1947
 LZ1947;                    North         East     Units Scale Factor Converg.
 LZ1947;SPC PA N     -   119,383.911   685,422.879   MT  0.99996177   +0 40 26.9
 LZ1947;SPC PA N     -   391,678.71  2,248,758.23   sFT  0.99996177   +0 40 26.9
 LZ1947;UTM  18      - 4,566,528.512   354,942.766   MT  0.99985896   -1 08 28.4
 LZ1947
 LZ1947                          SUPERSEDED SURVEY CONTROL
 LZ1947
 LZ1947  NAD 83(1986)-  41 14 13.75031(N)    076 43 51.49445(W) AD(       ) 4
 LZ1947  NAD 27      -  41 14 13.45800(N)    076 43 52.64700(W) AD(       ) 3
 LZ1947
 LZ1947.Superseded values are not recommended for survey control.
 LZ1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1947.See file dsdata.txt to determine how the superseded data were derived.
 LZ1947
 LZ1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL5494366529(NAD 83)
 LZ1947_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LZ1947+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2004
 LZ1947
 LZ1947  HISTORY     - Date     Condition        Report By
 LZ1947  HISTORY     - 1958     MONUMENTED       CGS
 LZ1947  HISTORY     - 20040809 GOOD             LCEDPS
 LZ1947
 LZ1947                          STATION DESCRIPTION
 LZ1947
 LZ1947'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ1947'THE STATION IS THE BALL ATOP THE TANK WHICH IS LOCATED IN THE
 LZ1947'SOUTHWEST PART OF HUGHESVILLE.
 LZ1947'
 LZ1947'THE TANK IS A BLACK FOUR LEGGED STEEL STRUCTURE WHICH IS 105 FEET
 LZ1947'HIGH.
 LZ1947
 LZ1947                          STATION RECOVERY (2004)
 LZ1947
 LZ1947'RECOVERY NOTE BY   2004 (EMF)
 LZ1947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1894 ***********************************************************************
 MA1894  DESIGNATION -  HULL
 MA1894  PID         -  MA1894
 MA1894  STATE/COUNTY-  PA/WARREN
 MA1894  USGS QUAD   -  YOUNGSVILLE (1981)
 MA1894
 MA1894                         *CURRENT SURVEY CONTROL
 MA1894  ___________________________________________________________________
 MA1894* NAD 83(1992)-  41 51 57.77410(N)    079 17 42.30633(W)     ADJUSTED  
 MA1894* NAVD 88     -       540.0    (meters)    1772.     (feet)  VERTCON   
 MA1894  ___________________________________________________________________
 MA1894  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 MA1894  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 MA1894
 MA1894  HORZ ORDER  -  THIRD
 MA1894
 MA1894.The horizontal coordinates were established by classical geodetic methods
 MA1894.and adjusted by the National Geodetic Survey in June 2002..
 MA1894
 MA1894.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA1894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA1894
 MA1894.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1894
 MA1894.The geoid height was determined by GEOID03.
 MA1894
 MA1894;                    North         East     Units Scale Factor Converg.
 MA1894;SPC PA N     -   189,871.021   471,728.817   MT  0.99998745   -1 01 19.7
 MA1894;SPC PA N     -   622,935.17  1,547,663.63   sFT  0.99998745   -1 01 19.7
 MA1894;UTM  17      - 4,636,309.108   641,495.054   MT  0.99984636   +1 08 16.9
 MA1894
 MA1894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1894!SPC PA N     -   0.99992048  x   0.99998745  =   0.99990793
 MA1894!UTM  17      -   0.99992048  x   0.99984636  =   0.99976685
 MA1894
 MA1894|---------------------------------------------------------------------|
 MA1894| PID    Reference Object                     Distance      Geod. Az  |
 MA1894|                                                           dddmmss.s |
 MA1894| CX4723 HULL RM 1                            47.258 METERS 05649     |
 MA1894| MA1842 SPEEDWAY                            APPROX. 7.8 KM 1182011.0 |
 MA1894| CX4724 HULL RM 2                            52.725 METERS 13022     |
 MA1894| CX4722 HULL AZ MK                                         3055115.8 |
 MA1894|---------------------------------------------------------------------|
 MA1894
 MA1894                          SUPERSEDED SURVEY CONTROL
 MA1894
 MA1894  NAD 83(1996)-  41 51 57.77474(N)    079 17 42.30608(W) AD(       ) 3
 MA1894  NAD 83(1986)-  41 51 57.77677(N)    079 17 42.30289(W) AD(       ) 3
 MA1894  NAD 27      -  41 51 57.56928(N)    079 17 43.13091(W) AD(       ) 3
 MA1894  NGVD 29 (07/19/86)  540.2    (m)         1772.     (f) VERT ANG       
 MA1894
 MA1894.Superseded values are not recommended for survey control.
 MA1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1894.See file dsdata.txt to determine how the superseded data were derived.
 MA1894
 MA1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG4149536309(NAD 83)
 MA1894_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA1894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1894_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MA1894
 MA1894  HISTORY     - Date     Condition        Report By
 MA1894  HISTORY     - 1968     MONUMENTED       CGS
 MA1894  HISTORY     - 19980926 MARK NOT FOUND   USPSQD
 MA1894
 MA1894                          STATION DESCRIPTION
 MA1894
 MA1894'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA1894'THE STATION IS LOCATED ABOUT 8 MILES WEST OF WARREN, 2-1/2 MILES
 MA1894'NORTHWEST OF IRVINE, 1-1/2 MILES NORTHEAST OF YOUNGSVILLE
 MA1894'AND ON THE PROPERTY OF MR. J. RUHLMAN.
 MA1894'
 MA1894'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 MA1894'HIGHWAY 27 IN YOUNGSVILLE GO NORTHWEST ON STATE HIGHWAY 27 FOR
 MA1894'0.05 MILE TO A CROSSROAD, TURN RIGHT AND GO NORTHERLY ON HIGHLAND
 MA1894'AVENUE FOR 0.3 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 MA1894'EASTERLY ON MILL STREET FOR 0.3 MILE TO A SHARP CURVE TO THE LEFT AND
 MA1894'THE END OF MILL STREET, KEEP TO THE LEFT AND FOLLOW GRAVELED ROAD
 MA1894'UP HILL NORTHEASTERLY FOR 1.05 MILES TO THE TOP OF THE HILL AND THE
 MA1894'AZIMUTH MARK ON THE LEFT, CONTINUE ON THE GRAVELED ROAD FOR 0.1
 MA1894'MILE TO A TRACK ROAD ON THE RIGHT AT THE WEST SIDE OF A FARM
 MA1894'HOUSE, TURN SHARP RIGHT AND GO SOUTH ACROSS A FIELD AND TO THE WEST
 MA1894'SIDE OF AN OLD ORCHARD FOR 500 FEET TO THE STATION.
 MA1894'
 MA1894'THE STATION MARK IS 487 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 MA1894'FARM HOUSE, 171.5 FEET NORTHWEST OF A WITNESS POST AT REFERENCE
 MA1894'MARK NO. 2, 158.2 FEET SOUTHWEST OF A WITNESS POST AT REFERENCE MARK
 MA1894'NO. 1 AND 138 FEET WEST OF A TREE LINE BETWEEN FIELDS.  IT IS A
 MA1894'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT 15 INCHES
 MA1894'BELOW THE SURFACE AND IS STAMPED HULL 1967.
 MA1894'
 MA1894'REFERENCE MARK NO. 1 IS 5 FEET WEST OF THE APPROXIMATE CENTER OF A
 MA1894'TREE LINE, 4.5 FEET SOUTH OF A METAL WITNESS POST AND 4 FEET
 MA1894'SOUTHWEST OF AN 8 INCH TREE WITH A TRIANGULAR BLAZE.  IT IS A
 MA1894'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 MA1894'FLUSH WITH THE GROUND AND IS STAMPED HULL NO 1 1967.
 MA1894'
 MA1894'REFERENCE MARK NO. 2 IS 12 FEET NORTH OF AN 8 INCH TREE WITH A
 MA1894'TRIANGULAR BLAZE, 5 FEET EAST OF THE APPROXIMATE CENTER OF THE TREE
 MA1894'LINE AND 3.5 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.  IT IS A
 MA1894'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 MA1894'PROJECTING 4 INCHES AND IS STAMPED HULL NO 2 1967.
 MA1894'
 MA1894'THE AZIMUTH MARK IS 12 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 MA1894'GRAVELED ROAD, 2 FEET WEST OF A METAL WITNESS POST AND 1.4 FEET
 MA1894'EAST OF POWER LINE POLE NO. 2639.  IT IS A STANDARD DISK SET IN THE
 MA1894'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES AND IS
 MA1894'STAMPED HULL 1967.
 MA1894'
 MA1894'HEIGHT OF LIGHT ABOVE STATION MARK 2.9 METERS.
 MA1894
 MA1894                          STATION RECOVERY (1998)
 MA1894
 MA1894'RECOVERY NOTE BY US POWER SQUADRON 1998
 MA1894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3180 ***********************************************************************
 KW3180  DESIGNATION -  HUMMELS WHARF PA PWR NW STACK
 KW3180  PID         -  KW3180
 KW3180  STATE/COUNTY-  PA/SNYDER
 KW3180  USGS QUAD   -  SUNBURY (1987)
 KW3180
 KW3180                         *CURRENT SURVEY CONTROL
 KW3180  ___________________________________________________________________
 KW3180* NAD 83(1992)-  40 50 17.90156(N)    076 49 29.66561(W)     ADJUSTED  
 KW3180* NAVD 88     -                                                        
 KW3180  ___________________________________________________________________
 KW3180  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 KW3180  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KW3180
 KW3180  HORZ ORDER  -  THIRD
 KW3180
 KW3180.The horizontal coordinates were established by classical geodetic methods
 KW3180.and adjusted by the National Geodetic Survey in June 2002..
 KW3180
 KW3180
 KW3180.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3180
 KW3180.The geoid height was determined by GEOID03.
 KW3180
 KW3180;                    North         East     Units Scale Factor Converg.
 KW3180;SPC PA S     -   167,516.593   678,019.955   MT  0.99998234   +0 36 00.7
 KW3180;SPC PA S     -   549,594.02  2,224,470.47   sFT  0.99998234   +0 36 00.7
 KW3180;SPC PA N     -    75,005.038   678,021.867   MT  1.00000757   +0 36 43.1
 KW3180;SPC PA N     -   246,079.03  2,224,476.74   sFT  1.00000757   +0 36 43.1
 KW3180;UTM  18      - 4,522,410.290   346,144.240   MT  0.99989136   -1 11 36.9
 KW3180
 KW3180                          SUPERSEDED SURVEY CONTROL
 KW3180
 KW3180  NAD 83(1986)-  40 50 17.90086(N)    076 49 29.66244(W) AD(       ) 4
 KW3180  NAD 27      -  40 50 17.59411(N)    076 49 30.76638(W) AD(       ) 3
 KW3180
 KW3180.Superseded values are not recommended for survey control.
 KW3180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3180.See file dsdata.txt to determine how the superseded data were derived.
 KW3180
 KW3180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL4614422410(NAD 83)
 KW3180_MARKER: 63 = STACK
 KW3180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW3180+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2004
 KW3180
 KW3180  HISTORY     - Date     Condition        Report By
 KW3180  HISTORY     - 1966     FIRST OBSERVED   CGS
 KW3180  HISTORY     - 1982     GOOD             USPSQD
 KW3180  HISTORY     - 1989     GOOD             USPSQD
 KW3180  HISTORY     - 20041020 GOOD             GEOCAC
 KW3180
 KW3180                          STATION DESCRIPTION
 KW3180
 KW3180'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW3180'STATION IS THE TOP CENTER OF THE NORTHWEST STACK OF FOUR STACKS ON
 KW3180'THE MAIN PLANT OF THE PENNSYLVANIA POWER AND LIGHT CO. WHICH
 KW3180'IS CALLED SUNBURY STEAM ELECTRIC STATION.  IT IS LOCATED ON THE WEST
 KW3180'SIDE OF THE SUSQUEHANNA RIVER AND JUST EAST OF THE
 KW3180'AJOINING COMMUNITIES OF HUMMELS WHARF AND SHAMOKIN DAM.  THE STACKS
 KW3180'ARE METAL, 15.6 FEET IN DIAMETER, 150 FEET IN HEIGHT AND
 KW3180'PAINTED SILVER.  THE MAIN PLANT IS 150 FEET IN HEIGHT AND CONSTRUCTED
 KW3180'OF RED BRICK.  THE OVERALL HEIGHT OF THE STACKS ARE 300
 KW3180'FEET.  THE PLANT ENGINEER HAS THE ELEVATION OF THE TOP
 KW3180'OF THE STACKS AS 747 FEET.
 KW3180
 KW3180                          STATION RECOVERY (1982)
 KW3180
 KW3180'RECOVERY NOTE BY US POWER SQUADRON 1982 (RED)
 KW3180'STATION RECOVERED GOOD.
 KW3180'
 KW3180'NW STACK WAS JUST PAINTED (SILVER).
 KW3180
 KW3180                          STATION RECOVERY (1989)
 KW3180
 KW3180'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW3180'RECOVERED IN GOOD CONDITION.
 KW3180
 KW3180                          STATION RECOVERY (2004)
 KW3180
 KW3180'RECOVERY NOTE BY GEOCACHING 2004 (BB)
 KW3180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1925 ***********************************************************************
 MB1925  DESIGNATION -  HUMPHREY
 MB1925  PID         -  MB1925
 MB1925  STATE/COUNTY-  PA/MERCER
 MB1925  USGS QUAD   -  GREENFIELD (1970)
 MB1925
 MB1925                         *CURRENT SURVEY CONTROL
 MB1925  ___________________________________________________________________
 MB1925* NAD 83(1992)-  41 09 58.08256(N)    080 15 19.94075(W)     ADJUSTED  
 MB1925* NAVD 88     -       401.     (meters)    1316.     (feet)  SCALED    
 MB1925  ___________________________________________________________________
 MB1925  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 MB1925  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 MB1925
 MB1925  HORZ ORDER  -  SECOND
 MB1925
 MB1925.The horizontal coordinates were established by classical geodetic methods
 MB1925.and adjusted by the National Geodetic Survey in June 2002..
 MB1925
 MB1925.The orthometric height was scaled from a topographic map.
 MB1925
 MB1925.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1925
 MB1925.The geoid height was determined by GEOID03.
 MB1925
 MB1925;                    North         East     Units Scale Factor Converg.
 MB1925;SPC PA N     -   114,035.579   389,762.599   MT  0.99996641   -1 39 27.0
 MB1925;SPC PA N     -   374,131.73  1,278,746.13   sFT  0.99996641   -1 39 27.0
 MB1925;SPC PA S     -   206,497.627   389,746.545   MT  1.00003745   -1 37 32.1
 MB1925;SPC PA S     -   677,484.30  1,278,693.46   sFT  1.00003745   -1 37 32.1
 MB1925;UTM  17      - 4,557,466.865   562,453.065   MT  0.99964800   +0 29 24.2
 MB1925
 MB1925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1925!SPC PA N     -   0.99994242  x   0.99996641  =   0.99990884
 MB1925!SPC PA S     -   0.99994242  x   1.00003745  =   0.99997987
 MB1925!UTM  17      -   0.99994242  x   0.99964800  =   0.99959045
 MB1925
 MB1925|---------------------------------------------------------------------|
 MB1925| PID    Reference Object                     Distance      Geod. Az  |
 MB1925|                                                           dddmmss.s |
 MB1925| CX4726 HUMPHREY RM 1                        23.740 METERS 04220     |
 MB1925| CX4727 HUMPHREY RM 2                        67.507 METERS 08755     |
 MB1925| CX4725 HUMPHREY AZ MK                                     1090648.8 |
 MB1925|---------------------------------------------------------------------|
 MB1925
 MB1925                          SUPERSEDED SURVEY CONTROL
 MB1925
 MB1925  NAD 83(1995)-  41 09 58.08376(N)    080 15 19.94124(W) AD(       ) 2
 MB1925  NAD 83(1986)-  41 09 58.08692(N)    080 15 19.94468(W) AD(       ) 2
 MB1925  NAD 27      -  41 09 57.87200(N)    080 15 20.72000(W) AD(       ) 2
 MB1925
 MB1925.Superseded values are not recommended for survey control.
 MB1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1925.See file dsdata.txt to determine how the superseded data were derived.
 MB1925
 MB1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF6245357467(NAD 83)
 MB1925_MARKER: Z = SEE DESCRIPTION
 MB1925_SETTING: 0 = UNSPECIFIED SETTING
 MB1925
 MB1925  HISTORY     - Date     Condition        Report By
 MB1925  HISTORY     - 1937     MONUMENTED       PAGS
 MB1925  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MB1925
 MB1925                          STATION DESCRIPTION
 MB1925
 MB1925'DESCRIBED BY PENNSYLVANIA GEODETIC SURVEY 1937
 MB1925'STATION IS LOCATED ON LAND OWNED BY A MR. HUMPHREYS, ON THE HIGHEST
 MB1925'PART OF A CULTIVATED HILL.  TO REACH FROM MERCER GO S ON U.S.
 MB1925'HIGHWAY 19 FOR 2.6 MILES, TURN RIGHT (UNPAINTED BARN ON LEFT AND
 MB1925'WHITE HOUSE ON BANK TO RIGHT AT THIS POINT), GO ABOUT 1.5 MILES
 MB1925'TO THE FIRST CROSSROADS AND TURN RIGHT, GO 0.3 MILE TO STATION WHICH
 MB1925'IS 8 FEET S OF A THREE-FOOT SILVER MAPLE TREE AND 28 FEET S
 MB1925'OF CENTER LINE OF ROAD.
 MB1925'
 MB1925'STATION MARK IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK WEDGED
 MB1925'IN A DRILL HOLE IN A BOULDER.
 MB1925'
 MB1925'REFERENCE MARK NO.1 IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK,
 MB1925'SET IN AN IRREGULAR SANDSTONE POST, IN POLE LINE AND 6 FEET N
 MB1925'OF EDGE OF ROAD.  REFERENCE MARK NO.2 IS MARKED BY A PA. COORDINATE
 MB1925'SYSTEM STANDARD BRONZE DISK, SET IN LARGE FIELD BOULDER, (E)
 MB1925'AND IN OR SURROUNDED BY A STONE PILE.
 MB1925'
 MB1925'AZIMUTH MARK IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK SET IN
 MB1925'LARGE FIELD STONE.  TO REACH GO E FROM STATION TO CROSSROADS
 MB1925'THENCE RIGHT 0.1 MILE, MARK IS ABOUT 900 FEET E OF ROAD AT THIS POINT
 MB1925'AND ABOUT 55 FEET S OF STONE PILE.
 MB1925'
 MB1925'HEIGHT OF LIGHT ABOVE STATION MARK - 0.99 METER.
 MB1925
 MB1925                          STATION RECOVERY (1960)
 MB1925
 MB1925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 MB1925'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 MB1925'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 APPEARS TO
 MB1925'HAVE BEEN HIT BUT THE POST IS STILL FIRM IN THE GROUND.  THE DISTANCE
 MB1925'FROM R.M. 1 TO THE STATION WAS MEASURED AND FOUND TO BE
 MB1925'77.830 FEET.  THE PROPERTY IS STILL OWNED BY MR. HUMPHREYS.  A NEW
 MB1925'DESCRIPTION FOLLOWS- STATION IS LOCATED ABOUT 4 MILES
 MB1925'SOUTHWEST OF MERCER, 0.3 MILE WEST OF ROUTE 43113, AND ON THE SOUTH
 MB1925'SIDE OF A GRAVEL ROAD.  IT IS 28 FEET SOUTH OF THE CENTER
 MB1925'LINE OF THE ROAD, 8 FEET SOUTH OF A LONE 4 FOOT SILVER MAPLE TREE,
 MB1925'AND IN THE EDGE OF A CULTIVATED FIELD.  THE MARK IS A PENNA.
 MB1925'COORDINATE SYSTEM DISK WEDGED IN A DRILL HOLE IN A BOULDER 6
 MB1925'INCHES UNDERGROUND, STAMPED HUMPHREY 1937. (NOTE 4A).
 MB1925'
 MB1925'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION.  IT IS 13 FEET
 MB1925'NORTH OF THE CENTER LINE OF THE ROAD, AND ON THE SOUTH EDGE OF
 MB1925'A HAY FIELD.  THE MARK IS A PENNA. COORDINATE SYSTEM DISK SET IN THE
 MB1925'TOP OF A 10 BY 12 INCH IRREGULAR SHAPED SANDSTONE POST
 MB1925'PROJECTING 1 INCH STAMPED HUMPHREY NO 1 1937.
 MB1925'
 MB1925'REFERENCE MARK NO. 2 IS EAST OF THE STATION.  IT IS 77 FEET SOUTH OF
 MB1925'THE CENTER LINE OF THE ROAD, 91 FEET SOUTH AND ACROSS THE ROAD
 MB1925'FROM TELEPHONE POLE NO. E-38, 3 FEET WEST OF A BUSHY TRIPLE TRUNK
 MB1925'MAPLE TREE, AND IS ABOUT CENTER OF A LARGE ROCK PILE.  THE
 MB1925'MARK IS A PENNA COORDINATE SYSTEM DISK SET IN A DRILL HOLE IN THE TOP
 MB1925'OF A LARGE FLAT TOP BOULDER, STAMPED HUMPHREY NO 2 1937.
 MB1925'
 MB1925'THE AZIMUTH MARK IS ABOUT 0.5 MILE EAST-SOUTHEAST OF THE STATION.  TO
 MB1925'REACH, GO EAST FOR 0.3 MILE TO ROUTE 43113, TURN RIGHT AND GO SOUTH
 MB1925'FOR 0.1 MILE, FROM HERE THE MARK IS ABOUT 900 FEET EAST ACROSS A
 MB1925'PASTURE.  IT IS 80 FEET WEST OF THE NORTH-SOUTH PASTURE
 MB1925'FENCE, AND 55 FEET SOUTH OF A LARGE ROCK PILE.  THE MARK IS A PENNA.
 MB1925'COORDINATE SYSTEM DISK SET IN A DRILL HOLE IN THE TOP OF A
 MB1925'LARGE BOULDER PROJECTING 2 FEET, STAMPED HUMPHREY 1937.
 MB1925'
 MB1925'TO REACH THE STATION FROM THE COURTHOUSE IN MERCER, GO SOUTH ON U.S.
 MB1925'HIGHWAY 19 FOR 2.6 MILES, TURN RIGHT ON ROUTE 43113 AND GO
 MB1925'SOUTHWEST FOR 1.5 MI. TO FIRST CROSSROAD, TURN RIGHT AND GO WEST FOR
 MB1925'0.3 MILE TO THE 4 FOOT MAPLE TREE ON LEFT AND STATION AS
 MB1925'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2116 ***********************************************************************
 JV2116  DESIGNATION -  HUNT
 JV2116  PID         -  JV2116
 JV2116  STATE/COUNTY-  PA/ADAMS
 JV2116  USGS QUAD   -  HAMPTON (1990)
 JV2116
 JV2116                         *CURRENT SURVEY CONTROL
 JV2116  ___________________________________________________________________
 JV2116* NAD 83(1992)-  39 59 54.51436(N)    077 06 50.76469(W)     ADJUSTED  
 JV2116* NAVD 88     -       209.686  (meters)     687.94   (feet)  ADJUSTED  
 JV2116  ___________________________________________________________________
 JV2116  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 JV2116  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JV2116  DYNAMIC HT  -         209.576 (meters)     687.58  (feet)  COMP
 JV2116  MODELED GRAV-     980,095.6   (mgal)                       NAVD 88
 JV2116
 JV2116  HORZ ORDER  -  SECOND
 JV2116  VERT ORDER  -  SECOND    CLASS 0
 JV2116
 JV2116.The horizontal coordinates were established by classical geodetic methods
 JV2116.and adjusted by the National Geodetic Survey in June 2002..
 JV2116
 JV2116.The orthometric height was determined by differential leveling
 JV2116.and adjusted by the National Geodetic Survey in June 1991..
 JV2116
 JV2116.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV2116
 JV2116.The geoid height was determined by GEOID03.
 JV2116
 JV2116.The dynamic height is computed by dividing the NAVD 88
 JV2116.geopotential number by the normal gravity value computed on the
 JV2116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2116.degrees latitude (g = 980.6199 gals.).
 JV2116
 JV2116.The modeled gravity was interpolated from observed gravity values.
 JV2116
 JV2116;                    North         East     Units Scale Factor Converg.
 JV2116;SPC PA S     -    74,049.428   654,302.062   MT  0.99999045   +0 24 45.2
 JV2116;SPC PA S     -   242,943.83  2,146,656.02   sFT  0.99999045   +0 24 45.2
 JV2116;UTM  18      - 4,429,728.717   319,529.736   MT  1.00000096   -1 21 33.3
 JV2116
 JV2116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV2116!SPC PA S     -   0.99997242  x   0.99999045  =   0.99996287
 JV2116!UTM  18      -   0.99997242  x   1.00000096  =   0.99997338
 JV2116
 JV2116|---------------------------------------------------------------------|
 JV2116| PID    Reference Object                     Distance      Geod. Az  |
 JV2116|                                                           dddmmss.s |
 JV2116| JV2118 HUNT RM 1                            14.365 METERS 03922     |
 JV2116| JV2115 HUNT AZ MK                                         1495422.1 |
 JV2116| JV2117 HUNT RM 2                             8.570 METERS 20917     |
 JV2116|---------------------------------------------------------------------|
 JV2116
 JV2116                          SUPERSEDED SURVEY CONTROL
 JV2116
 JV2116  NAD 83(1991)-  39 59 54.51115(N)    077 06 50.76683(W) AD(       ) 2
 JV2116  NAD 83(1986)-  39 59 54.51106(N)    077 06 50.76696(W) AD(       ) 2
 JV2116  NAD 27      -  39 59 54.17463(N)    077 06 51.83320(W) AD(       ) 2
 JV2116  NGVD 29 (??/??/??)  209.883  (m)          688.59   (f) ADJUSTED    2 0
 JV2116
 JV2116.Superseded values are not recommended for survey control.
 JV2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2116.See file dsdata.txt to determine how the superseded data were derived.
 JV2116
 JV2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK1953029729(NAD 83)
 JV2116_MARKER: DS = TRIANGULATION STATION DISK
 JV2116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV2116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV2116_STAMPING: HUNT 1966
 JV2116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV2116+STABILITY: SURFACE MOTION
 JV2116
 JV2116  HISTORY     - Date     Condition        Report By
 JV2116  HISTORY     - 1966     MONUMENTED       CGS
 JV2116  HISTORY     - 1966     GOOD             CGS
 JV2116  HISTORY     - 1970     GOOD             NGS
 JV2116  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 JV2116  HISTORY     - 20050430 GOOD             GEOCAC
 JV2116
 JV2116                          STATION DESCRIPTION
 JV2116
 JV2116'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 JV2116'THE STATION IS LOCATED ABOUT 0.4 MILE SOUTH OF YORK SPRINGS, 0.2 MILE
 JV2116'NORTHWEST OF U.S. HIGHWAY 15 AND ON STATE RIGHT-OF-WAY.
 JV2116'
 JV2116'TO REACH THE STATION FROM THE POST OFFICE IN YORK SPRINGS, GO
 JV2116'SOUTHEAST ON STATE HIGHWAY 94 FOR 0.15 MILE TO STATE ST., *TURN
 JV2116'RIGHT ON STATE ST. AND GO 0.4 MILE TO THE STATION ON THE LEFT.
 JV2116'
 JV2116'THE STATION MARK IS 59 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 JV2116'PORCH, 20 FEET SOUTHEAST OF THE CENTER OF STATE ST., 16 FEET WEST
 JV2116'OF AN 8-INCH ELM TREE AND 16 FEET NORTHEAST OF TELEPHONE POLE NO.
 JV2116'563.  THE MARK IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A
 JV2116'SQUARE CONCRETE POST SET FLUSH WITH THE GROUND AND STAMPED HUNT 1966.
 JV2116'
 JV2116'REFERENCE MARK NO. 1 IS 27 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 JV2116'PORCH, 23 FEET SOUTHEAST OF THE CENTER OF STATE ST. AND 14 FEET
 JV2116'NORTH OF A 16-INCH OAK TREE.  THE MARK IS A STANDARD DISK SET IN THE
 JV2116'TOP OF A SQUARE CONCRETE POST SET FLUSH WITH THE GROUND AND STAMPED
 JV2116'HUNT NO 1 1966.
 JV2116'
 JV2116'REFERENCE MARK NO. 2 IS 22 FEET SOUTHEAST OF THE CENTER OF STATE ST.,
 JV2116'12 FEET SOUTHWEST OF TELEPHONE POLE NO. 563 AND 11 FEET SOUTHWEST
 JV2116'OF A 6-INCH WALNUT TREE.  THE MARK IS A STANDARD DISK SET IN THE TOP
 JV2116'OF A SQUARE CONCRETE POST SET FLUSH WITH THE GROUND AND STAMPED
 JV2116'HUNT NO 2 1966.
 JV2116'
 JV2116'THE AZIMUTH MARK IS 30 FEET SOUTHWEST OF THE CENTER OF THE SOUTH
 JV2116'BOUND LANE OF U.S. HIGHWAY 15, 14 FEET NORTHEAST OF AN 8-INCH OAK
 JV2116'TREE AND 2.9 FEET NORTHEAST OF A METAL WITNESS POST.  THE MARK IS A
 JV2116'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 4
 JV2116'INCHES AND STAMPED HUNT 1966.
 JV2116'
 JV2116'*TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY 94 AND
 JV2116'STATE ST., CONTINUE SOUTHEAST ON STATE HIGHWAY 94 FOR 0.25 MILE TO
 JV2116'THE JUNCTION OF U.S. HIGHWAY 15, TURN RIGHT AND GO SOUTH ON U.S.
 JV2116'HIGHWAY 15 FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 JV2116'
 JV2116'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 JV2116
 JV2116                          STATION RECOVERY (1966)
 JV2116
 JV2116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JV2116'0.4 MI S FROM YORK SPRINGS.
 JV2116'ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 94 FROM ITS JUNCTION WITH
 JV2116'U.S. HIGHWAY 15 JUST EAST OF YORK SPRINGS TO STATE STREET, THENCE
 JV2116'SOUTH ON STATE STREET, OLD U.S. HIGHWAY 15, 0.4 MILE, 47.13 FEET
 JV2116'SOUTHWEST OF RM 1, 28.12 FEET NORTHEAST OF RM 2, 59 FEET
 JV2116'SOUTHWEST OF THE SOUTHWEST CORNER OF A PORCH, 20 FEET SOUTHEAST
 JV2116'OF THE CENTERLINE OF STATE STREET, 16 FEET WEST OF A 8-INCH ELM
 JV2116'TREE, 16 FEET NORTHEAST OF A TELEPHONE POLE NO 563, SET IN THE
 JV2116'TOP OF A CONCRETE POST, FLUSH, AND IS ABOUT LEVEL WITH THE
 JV2116'STREET.
 JV2116
 JV2116                          STATION RECOVERY (1970)
 JV2116
 JV2116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RLD)
 JV2116'HUNT 1966 UNHARMED
 JV2116'HUNT NO 2 1966
 JV2116'UNHARMED
 JV2116'HUNT NO 1 1966 UNHARMED
 JV2116
 JV2116                          STATION RECOVERY (1990)
 JV2116
 JV2116'RECOVERY NOTE BY US POWER SQUADRON 1990 (NH)
 JV2116'MARK NOT FOUND.
 JV2116
 JV2116                          STATION RECOVERY (2005)
 JV2116
 JV2116'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 JV2116'STATION LOCATED AS DESCRIBED BESIDE DRIVEWAY OF 7139 OLD HARRISBURG
 JV2116'PIKE. REFERENCE MARK 1 IS LOCATED IN THE YARD OF 7139 AND WAS PROBED
 JV2116'FOR BUT NOT VIEWED. REFERENCE MARK 2 LOCATED AS DESCRIBED. AZIMUTH
 JV2116'MARK LOCATED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2227 ***********************************************************************
 MA2227  DESIGNATION -  HUNT
 MA2227  PID         -  MA2227
 MA2227  STATE/COUNTY-  PA/CLEARFIELD
 MA2227  USGS QUAD   -  HUNTLEY (1983)
 MA2227
 MA2227                         *CURRENT SURVEY CONTROL
 MA2227  ___________________________________________________________________
 MA2227* NAD 83(1992)-  41 08 31.10430(N)    078 27 41.70194(W)     ADJUSTED  
 MA2227* NAVD 88     -       698.74   (+/-2cm)    2292.4    (feet)  VERTCON   
 MA2227  ___________________________________________________________________
 MA2227  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 MA2227  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 MA2227
 MA2227  HORZ ORDER  -  FIRST
 MA2227  VERT ORDER  -  THIRD ? (See Below)
 MA2227
 MA2227.The horizontal coordinates were established by classical geodetic methods
 MA2227.and adjusted by the National Geodetic Survey in June 2002..
 MA2227
 MA2227.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2227.The vertical order pertains to the NGVD 29 superseded value.
 MA2227
 MA2227.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2227
 MA2227.The geoid height was determined by GEOID03.
 MA2227
 MA2227;                    North         East     Units Scale Factor Converg.
 MA2227;SPC PA N     -   108,556.669   540,261.973   MT  0.99996833   -0 28 14.7
 MA2227;SPC PA N     -   356,156.34  1,772,509.49   sFT  0.99996833   -0 28 14.7
 MA2227;UTM  17      - 4,557,623.589   713,035.425   MT  1.00015859   +1 40 14.6
 MA2227
 MA2227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2227!SPC PA N     -   0.99989545  x   0.99996833  =   0.99986379
 MA2227!UTM  17      -   0.99989545  x   1.00015859  =   1.00005403
 MA2227
 MA2227:                Primary Azimuth Mark                     Grid Az
 MA2227:SPC PA N     -  KNOBS                                    086 20 08.3
 MA2227:UTM  17      -  KNOBS                                    084 11 39.0
 MA2227
 MA2227|---------------------------------------------------------------------|
 MA2227| PID    Reference Object                     Distance      Geod. Az  |
 MA2227|                                                           dddmmss.s |
 MA2227| MA2213 KNOBS                               APPROX.10.6 KM 0855153.6 |
 MA2227| CK7514 HUNT RM 1                            20.400 METERS 20228     |
 MA2227| CK7515 HUNT RM 2                            26.535 METERS 29744     |
 MA2227| CK7513 HUNT AZ MK                                         3184750.7 |
 MA2227|---------------------------------------------------------------------|
 MA2227
 MA2227                          SUPERSEDED SURVEY CONTROL
 MA2227
 MA2227  NAD 83(1986)-  41 08 31.10454(N)    078 27 41.70425(W) AD(       ) 1
 MA2227  NAD 27      -  41 08 30.89190(N)    078 27 42.63008(W) AD(       ) 1
 MA2227  NGVD 29 (07/19/86)  698.86   (m)         2292.8    (f) LEVELING    3  
 MA2227
 MA2227.Superseded values are not recommended for survey control.
 MA2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2227.See file dsdata.txt to determine how the superseded data were derived.
 MA2227
 MA2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF1303557624(NAD 83)
 MA2227_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2227
 MA2227  HISTORY     - Date     Condition        Report By
 MA2227  HISTORY     - 1938     MONUMENTED       CGS
 MA2227
 MA2227                          STATION DESCRIPTION
 MA2227
 MA2227'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 MA2227'STATION IS ON PROPERTY OWNED BY PUNXEY HUNTING CO, INC. ON MCGEORGE
 MA2227'ROAD FROM ANDERSON CREEK POST OFFICE, ON CLEARFIELD- PENNFIELD
 MA2227'HIGHWAY TO CLEARFIELD BY GOSHEN AND MT. JOY, 0.7 MILE S OF JUNCTION
 MA2227'OF E-W ROAD E FROM ANDERSON CREEK POST OFFICE WITH MCGEORGE ROAD.
 MA2227'STATION IS 27 FEET E OF CENTER LINE OF ROAD, 15 FEET FROM EDGE OF
 MA2227'ROAD, 22 FEET W OF A 6-INCH OAK WITH TRIANGLE BLAZE, 55 FEET E
 MA2227'OF AN 8-INCH OAK WITH TRIANGLE BLAZE, AND STAMPED HUNT 1938.
 MA2227'
 MA2227'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 MA2227'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 MA2227'
 MA2227'REFERENCE MARK NO. 1 IS 20.40 METERS (66.93 FEET) SW OF STATION, 25
 MA2227'FEET W OF CENTER LINE OF ROAD, 15 FEET W OF EDGE OF ROAD, PROJECTS 6
 MA2227'INCHES, AND IS STAMPED HUNT RM NO 1 1938.  REFERENCE MARK NO. 2 IS
 MA2227'26.535 METERS (87.06 FEET) NW OF STATION, 22 FEET W OF CENTER
 MA2227'LINE OF ROAD, 10 FEET FROM EDGE OF ROAD, PROJECTS 3 INCHES, AND IS
 MA2227'STAMPED HUNT RM NO 2 1938.
 MA2227'
 MA2227'AZIMUTH MARK IS 0.1 MILE NW OF STATION ON E SIDE OF ROAD, 28.5 FEET
 MA2227'FROM CENTER LINE OF ROAD, 18 FEET E OF EDGE OF ROAD, 26.5 FEET NNW OF
 MA2227'STONE CULVERT, 59.5 FEET NE OF A 16-INCH OAK WITH TRIANGLE BLAZE, AND
 MA2227'8 FEET S OF A 10-INCH CHESTNUT TREE WITH TRIANGLE BLAZE, AND 8
 MA2227'FEET S OF A 10-INCH CHESTNUT TREE WITH TRIANGLE BLAZE.
 MA2227'
 MA2227'TO REACH STATION FROM JUNCTION OF ROUTES 322 AND 153 AT STOP-LIGHT IN
 MA2227'CLEARFIELD, GO WESTERLY ON 153, 9.3 MILES TO SIGN ON L CCC CAMP
 MA2227'C118-116 AND SIGN ON R MCGEORGE RD.  TURN R AND CONTINUE 1.3 MILES TO
 MA2227'Y.  TAKE R FORK, CONTINUE 0.1 MILE TO ANOTHER Y, TAKE L FORK AND GO
 MA2227'2.75 MILES TO JUNCTION OF MCGEORGE ROAD, SIGN TO GOSHEN ON L, TURN R
 MA2227'AND CONTINUE 0.5 MILE TO STATION ON L SIDE OF ROAD.
 MA2227'
 MA2227'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2115 ***********************************************************************
 JV2115  DESIGNATION -  HUNT AZ MK
 JV2115  PID         -  JV2115
 JV2115  STATE/COUNTY-  PA/ADAMS
 JV2115  USGS QUAD   -  HAMPTON (1990)
 JV2115
 JV2115                         *CURRENT SURVEY CONTROL
 JV2115  ___________________________________________________________________
 JV2115* NAD 83(1986)-  39 59 45.     (N)    077 06 43.     (W)     SCALED    
 JV2115* NAVD 88     -       195.919  (meters)     642.78   (feet)  ADJUSTED  
 JV2115  ___________________________________________________________________
 JV2115  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 JV2115  DYNAMIC HT  -         195.816 (meters)     642.44  (feet)  COMP
 JV2115  MODELED GRAV-     980,096.5   (mgal)                       NAVD 88
 JV2115
 JV2115  VERT ORDER  -  SECOND    CLASS 0
 JV2115
 JV2115.The horizontal coordinates were scaled from a topographic map and have
 JV2115.an estimated accuracy of +/- 6 seconds.
 JV2115
 JV2115.The orthometric height was determined by differential leveling
 JV2115.and adjusted by the National Geodetic Survey in June 1991..
 JV2115
 JV2115.The geoid height was determined by GEOID03.
 JV2115
 JV2115.The dynamic height is computed by dividing the NAVD 88
 JV2115.geopotential number by the normal gravity value computed on the
 JV2115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2115.degrees latitude (g = 980.6199 gals.).
 JV2115
 JV2115.The modeled gravity was interpolated from observed gravity values.
 JV2115
 JV2115;                    North         East    Units  Estimated Accuracy
 JV2115;SPC PA S     -    73,760.      654,490.      MT  (+/- 180 meters Scaled)
 JV2115
 JV2115                          SUPERSEDED SURVEY CONTROL
 JV2115
 JV2115  NGVD 29 (??/??/??)  196.116  (m)          643.42   (f) ADJUSTED    2 0
 JV2115
 JV2115.Superseded values are not recommended for survey control.
 JV2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2115.See file dsdata.txt to determine how the superseded data were derived.
 JV2115
 JV2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK197294(NAD 83)
 JV2115_MARKER: DZ = AZIMUTH MARK DISK
 JV2115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV2115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV2115_STAMPING: HUNT 1966
 JV2115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV2115+STABILITY: SURFACE MOTION
 JV2115_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JV2115+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2005
 JV2115
 JV2115  HISTORY     - Date     Condition        Report By
 JV2115  HISTORY     - 1966     MONUMENTED       CGS
 JV2115  HISTORY     - 20050430 GOOD             GEOCAC
 JV2115
 JV2115                          STATION DESCRIPTION
 JV2115
 JV2115'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JV2115'0.5 MI S FROM YORK SPRINGS.
 JV2115'ABOUT 0.5 MILE SOUTH ALONG U.S. HIGHWAY 15 FROM ITS JUNCTION WITH
 JV2115'STATE HIGHWAY 94 AT THE EAST EDGE OF YORK SPRINGS, 30 FEET
 JV2115'NORTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF U.S.
 JV2115'HIGHWAY 15, 14 FEET NORTHEAST OF AN 8-INCH OAK TREE WHICH IS AT
 JV2115'THE CORNER OF A PATCH OF WOODS, 2.9 FEET NORTHEAST OF A METAL
 JV2115'WITNESS SIGN, SET IN THE TOP OF A CONCRETE POST PROJECTING
 JV2115'4-INCHES AND IS ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 JV2115
 JV2115                          STATION RECOVERY (2005)
 JV2115
 JV2115'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 JV2115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2118 ***********************************************************************
 JV2118  DESIGNATION -  HUNT RM 1
 JV2118  PID         -  JV2118
 JV2118  STATE/COUNTY-  PA/ADAMS
 JV2118  USGS QUAD   -  HAMPTON (1990)
 JV2118
 JV2118                         *CURRENT SURVEY CONTROL
 JV2118  ___________________________________________________________________
 JV2118* NAD 83(1986)-  39 59 54.     (N)    077 06 50.     (W)     SCALED    
 JV2118* NAVD 88     -       209.363  (meters)     686.89   (feet)  ADJUSTED  
 JV2118  ___________________________________________________________________
 JV2118  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JV2118  DYNAMIC HT  -         209.253 (meters)     686.52  (feet)  COMP
 JV2118  MODELED GRAV-     980,095.6   (mgal)                       NAVD 88
 JV2118
 JV2118  VERT ORDER  -  SECOND    CLASS 0
 JV2118
 JV2118.The horizontal coordinates were scaled from a topographic map and have
 JV2118.an estimated accuracy of +/- 6 seconds.
 JV2118
 JV2118.The orthometric height was determined by differential leveling
 JV2118.and adjusted by the National Geodetic Survey in June 1991..
 JV2118
 JV2118.The geoid height was determined by GEOID03.
 JV2118
 JV2118.The dynamic height is computed by dividing the NAVD 88
 JV2118.geopotential number by the normal gravity value computed on the
 JV2118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2118.degrees latitude (g = 980.6199 gals.).
 JV2118
 JV2118.The modeled gravity was interpolated from observed gravity values.
 JV2118
 JV2118;                    North         East    Units  Estimated Accuracy
 JV2118;SPC PA S     -    74,030.      654,320.      MT  (+/- 180 meters Scaled)
 JV2118
 JV2118                          SUPERSEDED SURVEY CONTROL
 JV2118
 JV2118  NGVD 29 (??/??/??)  209.559  (m)          687.53   (f) ADJUSTED    2 0
 JV2118
 JV2118.Superseded values are not recommended for survey control.
 JV2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2118.See file dsdata.txt to determine how the superseded data were derived.
 JV2118
 JV2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK195297(NAD 83)
 JV2118_MARKER: DR = REFERENCE MARK DISK
 JV2118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV2118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV2118_STAMPING: HUNT NO 1 1966
 JV2118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV2118+STABILITY: SURFACE MOTION
 JV2118_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JV2118+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2005
 JV2118
 JV2118  HISTORY     - Date     Condition        Report By
 JV2118  HISTORY     - 1966     MONUMENTED       CGS
 JV2118  HISTORY     - 20050430 GOOD             GEOCAC
 JV2118
 JV2118                          STATION DESCRIPTION
 JV2118
 JV2118'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JV2118'0.4 MI S FROM YORK SPRINGS.
 JV2118'AT THE HUNT STATION SITE- 47.13 FEET NORTHEAST OF THE STATION,
 JV2118'27 FEET NORTHWEST OF THE SOUTHWEST CORNER OF PORCH, 23 FEET
 JV2118'SOUTHEAST OF THE CENTERLINE OF THE STREET, 14 FEET NORTH OF A
 JV2118'16-INCH OAK TREE, SET IN THE TOP OF A CONCRETE POST, FLUSH, AND
 JV2118'IS ABOUT LEVEL WITH THE STATION.  NOTE-- FOR DESCRIPTION SEE
 JV2118'STATION HUNT.
 JV2118
 JV2118                          STATION RECOVERY (2005)
 JV2118
 JV2118'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 JV2118'STATION IS LOCATED IN THE YARD OF 7139 OLD HARRISBURG PIKE AND WAS
 JV2118'PROBED FOR BUT NOT UNEARTHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2117 ***********************************************************************
 JV2117  DESIGNATION -  HUNT RM 2
 JV2117  PID         -  JV2117
 JV2117  STATE/COUNTY-  PA/ADAMS
 JV2117  USGS QUAD   -  HAMPTON (1990)
 JV2117
 JV2117                         *CURRENT SURVEY CONTROL
 JV2117  ___________________________________________________________________
 JV2117* NAD 83(1986)-  39 59 54.     (N)    077 06 50.     (W)     SCALED    
 JV2117* NAVD 88     -       209.940  (meters)     688.78   (feet)  ADJUSTED  
 JV2117  ___________________________________________________________________
 JV2117  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 JV2117  DYNAMIC HT  -         209.830 (meters)     688.42  (feet)  COMP
 JV2117  MODELED GRAV-     980,095.6   (mgal)                       NAVD 88
 JV2117
 JV2117  VERT ORDER  -  SECOND    CLASS 0
 JV2117
 JV2117.The horizontal coordinates were scaled from a topographic map and have
 JV2117.an estimated accuracy of +/- 6 seconds.
 JV2117
 JV2117.The orthometric height was determined by differential leveling
 JV2117.and adjusted by the National Geodetic Survey in June 1991..
 JV2117
 JV2117.The geoid height was determined by GEOID03.
 JV2117
 JV2117.The dynamic height is computed by dividing the NAVD 88
 JV2117.geopotential number by the normal gravity value computed on the
 JV2117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2117.degrees latitude (g = 980.6199 gals.).
 JV2117
 JV2117.The modeled gravity was interpolated from observed gravity values.
 JV2117
 JV2117;                    North         East    Units  Estimated Accuracy
 JV2117;SPC PA S     -    74,030.      654,320.      MT  (+/- 180 meters Scaled)
 JV2117
 JV2117                          SUPERSEDED SURVEY CONTROL
 JV2117
 JV2117  NGVD 29 (??/??/??)  210.137  (m)          689.42   (f) ADJUSTED    2 0
 JV2117
 JV2117.Superseded values are not recommended for survey control.
 JV2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2117.See file dsdata.txt to determine how the superseded data were derived.
 JV2117
 JV2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK195297(NAD 83)
 JV2117_MARKER: DR = REFERENCE MARK DISK
 JV2117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV2117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV2117_STAMPING: HUNT NO 2 1966
 JV2117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV2117+STABILITY: SURFACE MOTION
 JV2117
 JV2117  HISTORY     - Date     Condition        Report By
 JV2117  HISTORY     - 1966     MONUMENTED       CGS
 JV2117  HISTORY     - 20050430 GOOD             GEOCAC
 JV2117
 JV2117                          STATION DESCRIPTION
 JV2117
 JV2117'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JV2117'0.4 MI S FROM YORK SPRINGS.
 JV2117'AT THE HUNT STATION SITE- 28.12 FEET SOUTHWEST OF THE STATION,
 JV2117'22 FEET SOUTHEAST OF THE CENTERLINE OF THE STREET, 12 FEET
 JV2117'SOUTHWEST OF TELEPHONE POLE NO 563, 11 FEET SOUTHWEST OF A 6-INCH
 JV2117'WALNUT TREE, SET IN THE TOP OF A CONCRETE POST, FLUSH, AND IS
 JV2117'ABOUT LEVEL WITH THE STATION.  NOTE-- SEE DESCRIPTION FOR STATION
 JV2117'HUNT.
 JV2117
 JV2117                          STATION RECOVERY (2005)
 JV2117
 JV2117'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 JV2117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1121 ***********************************************************************
 MA1121  DESIGNATION -  HUNTER
 MA1121  PID         -  MA1121
 MA1121  STATE/COUNTY-  PA/FOREST
 MA1121  USGS QUAD   -  TIONESTA (1973)
 MA1121
 MA1121                         *CURRENT SURVEY CONTROL
 MA1121  ___________________________________________________________________
 MA1121* NAD 83(1986)-  41 28 23.     (N)    079 29 56.     (W)     SCALED    
 MA1121* NAVD 88     -       327.370  (meters)    1074.05   (feet)  ADJUSTED  
 MA1121  ___________________________________________________________________
 MA1121  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 MA1121  DYNAMIC HT  -         327.224 (meters)    1073.57  (feet)  COMP
 MA1121  MODELED GRAV-     980,168.4   (mgal)                       NAVD 88
 MA1121
 MA1121  VERT ORDER  -  SECOND    CLASS 0
 MA1121
 MA1121.The horizontal coordinates were scaled from a topographic map and have
 MA1121.an estimated accuracy of +/- 6 seconds.
 MA1121
 MA1121.The orthometric height was determined by differential leveling
 MA1121.and adjusted by the National Geodetic Survey in June 1991..
 MA1121
 MA1121.The geoid height was determined by GEOID03.
 MA1121
 MA1121.The dynamic height is computed by dividing the NAVD 88
 MA1121.geopotential number by the normal gravity value computed on the
 MA1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1121.degrees latitude (g = 980.6199 gals.).
 MA1121
 MA1121.The modeled gravity was interpolated from observed gravity values.
 MA1121
 MA1121;                    North         East    Units  Estimated Accuracy
 MA1121;SPC PA N     -   146,560.      453,930.      MT  (+/- 180 meters Scaled)
 MA1121
 MA1121                          SUPERSEDED SURVEY CONTROL
 MA1121
 MA1121  NGVD 29 (??/??/92)  327.540  (m)         1074.60   (f) ADJ UNCH    2 0
 MA1121
 MA1121.Superseded values are not recommended for survey control.
 MA1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1121.See file dsdata.txt to determine how the superseded data were derived.
 MA1121
 MA1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF253923(NAD 83)
 MA1121_MARKER: DD = SURVEY DISK
 MA1121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1121_SP_SET: ABUTMENT
 MA1121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1121
 MA1121  HISTORY     - Date     Condition        Report By
 MA1121  HISTORY     - UNK      MONUMENTED       PADH
 MA1121  HISTORY     - 1935     GOOD             NGS
 MA1121
 MA1121                          STATION DESCRIPTION
 MA1121
 MA1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA1121'AT HUNTER.
 MA1121'AT HUNTER, FOREST COUNTY, ON U.S. HIGHWAY 62, ABOUT 740 FEET
 MA1121'SOUTH OF THE CROSSING OF THE PENNSYLVANIA RAILROAD, AT THE 3-SPAN
 MA1121'BRIDGE OVER THE ALLEGHENY RIVER, IN THE TOP OF THE NORTH CURBING
 MA1121'AT THE WEST END OF THE NORTH ABUTMENT, 51 FEET NORTH OF THE WEST
 MA1121'VERTICAL ON THE NORTHERNMOST PIER, 11 FEET WEST OF THE CENTER
 MA1121'LINE OF THE HIGHWAY, 3 FEET SOUTH OF THE NORTH END OF HIGHWAY
 MA1121'STATION 168+64, AND ABOUT 1 FOOT HIGHER THAN THE ROADWAY.  A
 MA1121'PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1419 ***********************************************************************
 KW1419  DESIGNATION -  HUNTERS
 KW1419  PID         -  KW1419
 KW1419  STATE/COUNTY-  PA/PERRY
 KW1419  USGS QUAD   -  MILLERSBURG (1969)
 KW1419
 KW1419                         *CURRENT SURVEY CONTROL
 KW1419  ___________________________________________________________________
 KW1419* NAD 83(1992)-  40 31 56.99270(N)    076 59 13.75399(W)     ADJUSTED  
 KW1419* NAVD 88     -       133.960  (meters)     439.50   (feet)  ADJUSTED  
 KW1419  ___________________________________________________________________
 KW1419  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 KW1419  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KW1419  DYNAMIC HT  -         133.896 (meters)     439.29  (feet)  COMP
 KW1419  MODELED GRAV-     980,146.6   (mgal)                       NAVD 88
 KW1419
 KW1419  HORZ ORDER  -  SECOND
 KW1419  VERT ORDER  -  FIRST     CLASS II
 KW1419
 KW1419.The horizontal coordinates were established by classical geodetic methods
 KW1419.and adjusted by the National Geodetic Survey in June 2002..
 KW1419
 KW1419.The orthometric height was determined by differential leveling
 KW1419.and adjusted by the National Geodetic Survey in June 1991..
 KW1419
 KW1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW1419
 KW1419.The geoid height was determined by GEOID03.
 KW1419
 KW1419.The dynamic height is computed by dividing the NAVD 88
 KW1419.geopotential number by the normal gravity value computed on the
 KW1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1419.degrees latitude (g = 980.6199 gals.).
 KW1419
 KW1419.The modeled gravity was interpolated from observed gravity values.
 KW1419
 KW1419;                    North         East     Units Scale Factor Converg.
 KW1419;SPC PA S     -   133,428.823   664,630.189   MT  0.99996052   +0 29 41.7
 KW1419;SPC PA S     -   437,757.73  2,180,540.88   sFT  0.99996052   +0 29 41.7
 KW1419;SPC PA N     -    40,912.371   664,637.564   MT  1.00007512   +0 30 16.8
 KW1419;SPC PA N     -   134,226.67  2,180,565.07   sFT  1.00007512   +0 30 16.8
 KW1419;UTM  18      - 4,488,759.148   331,696.756   MT  0.99994868   -1 17 30.2
 KW1419
 KW1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW1419!SPC PA S     -   0.99998431  x   0.99996052  =   0.99994483
 KW1419!SPC PA N     -   0.99998431  x   1.00007512  =   1.00005943
 KW1419!UTM  18      -   0.99998431  x   0.99994868  =   0.99993299
 KW1419
 KW1419|---------------------------------------------------------------------|
 KW1419| PID    Reference Object                     Distance      Geod. Az  |
 KW1419|                                                           dddmmss.s |
 KW1419| KW1420 HUNTERS RM 1                          6.220 METERS 09617     |
 KW1419| KW1418 HUNTERS RM 2                          6.809 METERS 17538     |
 KW1419| KW3162 LIVERPOOL                           APPROX. 5.9 KM 3594331.6 |
 KW1419|---------------------------------------------------------------------|
 KW1419
 KW1419                          SUPERSEDED SURVEY CONTROL
 KW1419
 KW1419  NAD 83(1986)-  40 31 56.99077(N)    076 59 13.75367(W) AD(       ) 2
 KW1419  NAD 27      -  40 31 56.68930(N)    076 59 14.83763(W) AD(       ) 2
 KW1419  NGVD 29 (??/??/??)  134.189  (m)          440.25   (f) ADJUSTED    1 2
 KW1419
 KW1419.Superseded values are not recommended for survey control.
 KW1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1419.See file dsdata.txt to determine how the superseded data were derived.
 KW1419
 KW1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK3169788759(NAD 83)
 KW1419_MARKER: DE = TRAVERSE STATION DISK
 KW1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1419_STAMPING: HUNTERS 1966
 KW1419_MARK LOGO: CGS   
 KW1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1419+STABILITY: SURFACE MOTION
 KW1419
 KW1419  HISTORY     - Date     Condition        Report By
 KW1419  HISTORY     - 1966     MONUMENTED       CGS
 KW1419  HISTORY     - 1966     GOOD             CGS
 KW1419  HISTORY     - 1977     GOOD             NGS
 KW1419  HISTORY     - 1983     GOOD             NGS
 KW1419  HISTORY     - 1987     GOOD             USPSQD
 KW1419  HISTORY     - 1989     GOOD             USPSQD
 KW1419
 KW1419                          STATION DESCRIPTION
 KW1419
 KW1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW1419'THE STATION IS LOCATED APPROXIMATELY 3 MILES SOUTH OF LIVERPOOL, 1.5
 KW1419'MILES WEST OF MILLERSBURG, ON PROPERTY OWNED BY MR. JOHN LIGHT
 KW1419'AND ON A LOW BENCH THAT IS ABOUT 15 FEET HIGHER IN ELEVATION THAN THE
 KW1419'HIGHWAY.
 KW1419'
 KW1419'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND 15 AND
 KW1419'STATE HIGHWAY 17 IN LIVERPOOL, GO SOUTH ON U.S.  HIGHWAY 11 AND 15
 KW1419'FOR 1.7 MILES TO A SIDE ROAD RIGHT AND SIGN NEWPORT 9.  CONTINUE
 KW1419'AHEAD, SOUTH, ON U.S. HIGHWAY 11 AND 15 FOR 0.85 MILE TO THE
 KW1419'STATION ON THE RIGHT, WEST, SIDE OF THE HIGHWAY.
 KW1419'
 KW1419'BM 96 FAD USGS (PAHD) WAS USED FOR AN AZIMUTH MARK.  TO REACH FROM
 KW1419'THE STATION, GO SOUTH ON U.S. HIGHWAY 11 AND 15 FOR 0.4 MILE TO THE
 KW1419'SOUTH END OF A CONCRETE BRIDGE AND THE MARK ON THE LEFT, EAST, SIDE
 KW1419'OF THE HIGHWAY.
 KW1419'
 KW1419'THE STATION MARK IS 120 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 KW1419'U.S. HIGHWAY 11 AND 15, 63 FEET NORTHWEST OF POWER LINE POLE
 KW1419'NUMBER 17124, 7 FEET WEST OF THE APPROXIMATE CENTERLINE OF A TRACK
 KW1419'ROAD AND 3.6 FEET NORTHEAST OF A METAL WITNESS POST.  IT IS A
 KW1419'STANDARD TRAVERSE DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE
 KW1419'POST THAT PROJECTS 3 INCHES AND IT IS STAMPED HUNTERS 1966.
 KW1419'
 KW1419'REFERENCE MARK NO. 1 IS 45 FEET NORTHWEST OF POWER LINE POLE NUMBER
 KW1419'17124, 23.5 FEET EAST OF THE METAL WITNESS POST AND 14 FEET EAST OF
 KW1419'THE APPROXIMATE CENTERLINE OF THE TRACK ROAD.  IT IS A STANDARD DISK
 KW1419'SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT IS FLUSH WITH
 KW1419'THE GROUND AND IT IS STAMPED HUNTERS NO 1 1966.
 KW1419'
 KW1419'REFERENCE MARK NO. 2 IS 54 FEET WEST OF POWER LINE POLE NUMBER 17124,
 KW1419'20.4 FEET SOUTH OF THE METAL WITNESS POST AND 6 FEET WEST OF THE
 KW1419'APPROXIMATE CENTERLINE OF THE TRACK ROAD.  IT IS A STANDARD DISK SET
 KW1419'IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT PROJECTS 3
 KW1419'INCHES AND IT IS STAMPED HUNTERS NO 2 1966.
 KW1419'
 KW1419'BM 96 FAD USGS (PAHD) IS 28 FEET EAST OF THE APPROXIMATE CENTERLINE
 KW1419'OF U.S. HIGHWAY 11 AND 15.  IT IS A PENNSYLVANIA DEPARTMENT OF
 KW1419'HIGHWAYS DISK CEMENTED IN A DRILL HOLE IN THE SOUTHEAST ABUTMENT OF A
 KW1419'CONCRETE BRIDGE OVER A SMALL CREEK AND IT IS STAMPED USGS 96 FAD
 KW1419'1957.
 KW1419'
 KW1419'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
 KW1419
 KW1419                          STATION RECOVERY (1966)
 KW1419
 KW1419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KW1419'2.9 MI S FROM LIVERPOOL.
 KW1419'2.9 MILES SOUTH ALONG U.S. HIGHWAYS 11 AND 15 FROM THE POST
 KW1419'OFFICE IN LIVERPOOL, 20.40 FEET WEST OF RM 1, 22.34 FEET NORTH
 KW1419'OF RM 2, 120 FEET WEST OF THE APPROXIMATE CENTER OF HIGHWAY,
 KW1419'63 FEET NORTHWEST OF A POWER LINE POLE NO 17124, 7 FEET WEST OF
 KW1419'THE APPROXIMATE CENTER OF A TRACK ROAD, 3.6 FEET NORTHEAST OF A
 KW1419'METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE POST PROJECTING
 KW1419'3-INCHES AND IS ABOUT 20 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 KW1419
 KW1419                          STATION RECOVERY (1977)
 KW1419
 KW1419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KW1419'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 KW1419'AS PREVIOUSLY DESCRIBED.  THIS STATION WAS NOT OCCUPIED AT THIS
 KW1419'DATE.
 KW1419'
 KW1419'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTH OF
 KW1419'LIVERPOOL.
 KW1419
 KW1419                          STATION RECOVERY (1983)
 KW1419
 KW1419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KW1419'RECOVERED IN GOOD CONDITION.
 KW1419
 KW1419                          STATION RECOVERY (1987)
 KW1419
 KW1419'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 KW1419'RECOVERED IN GOOD CONDITION.
 KW1419
 KW1419                          STATION RECOVERY (1989)
 KW1419
 KW1419'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4165 ***********************************************************************
 JV4165  DESIGNATION -  HUNTERS
 JV4165  PID         -  JV4165
 JV4165  STATE/COUNTY-  PA/ADAMS
 JV4165  USGS QUAD   -  BIGLERVILLE (1990)
 JV4165
 JV4165                         *CURRENT SURVEY CONTROL
 JV4165  ___________________________________________________________________
 JV4165* NAD 83(1992)-  39 52 31.19345(N)    077 08 09.73786(W)     ADJUSTED  
 JV4165* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 JV4165  ___________________________________________________________________
 JV4165  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 JV4165  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 JV4165
 JV4165  HORZ ORDER  -  SECOND
 JV4165
 JV4165.The horizontal coordinates were established by classical geodetic methods
 JV4165.and adjusted by the National Geodetic Survey in June 2002..
 JV4165
 JV4165.The orthometric height was scaled from a topographic map.
 JV4165
 JV4165.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4165
 JV4165.The geoid height was determined by GEOID03.
 JV4165
 JV4165;                    North         East     Units Scale Factor Converg.
 JV4165;SPC PA S     -    60,363.330   652,523.859   MT  1.00000958   +0 23 54.0
 JV4165;SPC PA S     -   198,042.03  2,140,822.03   sFT  1.00000958   +0 23 54.0
 JV4165;UTM  18      - 4,416,103.988   317,329.641   MT  1.00001081   -1 22 11.4
 JV4165
 JV4165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4165!SPC PA S     -   0.99997519  x   1.00000958  =   0.99998477
 JV4165!UTM  18      -   0.99997519  x   1.00001081  =   0.99998600
 JV4165
 JV4165:                Primary Azimuth Mark                     Grid Az
 JV4165:SPC PA S     -  HUNTERS AZ MK                            005 14 21.2
 JV4165:UTM  18      -  HUNTERS AZ MK                            007 00 26.6
 JV4165
 JV4165|---------------------------------------------------------------------|
 JV4165| PID    Reference Object                     Distance      Geod. Az  |
 JV4165|                                                           dddmmss.s |
 JV4165| CK7519 HUNTERS AZ MK                                      0053815.2 |
 JV4165| CK7520 HUNTERS RM 1                         30.937 METERS 05722     |
 JV4165| JV4150 ALWINE BRICK CO STACK               APPROX. 9.1 KM 1031157.0 |
 JV4165| JV6134 HANOVER SHOE TANK                   APPROX.15.1 KM 1222101.4 |
 JV4165| JV6133 HANOVER LESCHEY MYERS TANK          APPROX.14.1 KM 1224127.5 |
 JV4165| JV4152 MC SHERRYSTOWN STANDPIPE            APPROX.13.0 KM 1250904.1 |
 JV4165| JV4157 BIG ROUND TOP LOOKOUT TOWER         APPROX.13.3 KM 2214736.0 |
 JV4165| JV4161 GETTYSBURG OAK RIDGE LOT            APPROX. 9.7 KM 2490334.9 |
 JV4165| CK7521 HUNTERS RM 2                         28.666 METERS 31536     |
 JV4165|---------------------------------------------------------------------|
 JV4165
 JV4165                          SUPERSEDED SURVEY CONTROL
 JV4165
 JV4165  NAD 83(1991)-  39 52 31.19120(N)    077 08 09.73971(W) AD(       ) 2
 JV4165  NAD 83(1986)-  39 52 31.19062(N)    077 08 09.74039(W) AD(       ) 2
 JV4165  NAD 27      -  39 52 30.84700(N)    077 08 10.80100(W) AD(       ) 2
 JV4165
 JV4165.Superseded values are not recommended for survey control.
 JV4165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4165.See file dsdata.txt to determine how the superseded data were derived.
 JV4165
 JV4165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK1733016104(NAD 83)
 JV4165_MARKER: DS = TRIANGULATION STATION DISK
 JV4165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV4165
 JV4165  HISTORY     - Date     Condition        Report By
 JV4165  HISTORY     - 1942     MONUMENTED       CGS
 JV4165
 JV4165                          STATION DESCRIPTION
 JV4165
 JV4165'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 JV4165'THE STATION IS LOCATED ABOUT 6.0 MILES NE OF GETTYSBURG, AND ABOUT
 JV4165'9.5 MILES NW OF HANOVER, ON PROPERTY OWNED BY R.R.  REEDY.  IT IS
 JV4165'20 FEET S OF THE CENTER OF THE GRAVEL ROAD, 92 FEET WSW OF A T-ROAD
 JV4165'INTERSECTION, 97 FEET W OF AN 18-INCH TRIANGULAR-BLAZED LOCUST TREE,
 JV4165'AND 3 FEET S OF AN E-W FENCE LINE.  THE DISK IS STAMPED HUNTERS 1942,
 JV4165'AND PROJECTS 3 INCHES.
 JV4165'
 JV4165'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JV4165'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JV4165'
 JV4165'REFERENCE MARK NO. 1 IS NNE OF THE STATION, 100 FEET N OF THE
 JV4165'TRIANGULAR-BLAZED LOCUST TREE, 15 FEET W OF THE CENTER OF A GRAVEL
 JV4165'ROAD, AND IN THE N-S FENCE LINE.  THE DISK IS STAMPED HUNTERS NO. 1,
 JV4165'1942, AND PROJECTS 3 INCHES.
 JV4165'
 JV4165'REFERENCE MARK NO. 2 IS WNW OF THE STATION, 20 FEET N OF THE CENTER
 JV4165'OF A GRAVEL ROAD, AND 1 FOOT N OF AN E-W FENCE LINE. THE DISK IS
 JV4165'STAMPED HUNTERS NO. 2, 1942, AND PROJECTS 4 INCHES.
 JV4165'
 JV4165'THE AZIMUTH MARK IS ABOUT 0.25 MILE N OF THE STATION, 10 FEET E OF
 JV4165'THE CENTER OF THE DIRT ROAD, 1 FOOT W OF A N-S FENCE LINE.  THE DISK
 JV4165'IS STAMPED HUNTERS 1942 AND PROJECTS 4 INCHES.  TO REACH FROM THE
 JV4165'STATION GO N ON DIRT ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT
 JV4165'AS DESCRIBED.
 JV4165'
 JV4165'TO REACH THE STATION FROM THE CIRCLE IN GETTYSBURG GO E ON U.S.
 JV4165'HIGHWAY 30 FOR 0.2 MILE TO A FORKS, BEAR LEFT AND CONTINUE ON
 JV4165'NO. 30 FOR 6.1 MILES TO A SIDE ROAD LEFT, JUST AFTER PASSING A
 JV4165'TOURIST CAMP ON THE LEFT, AND A TEXACO SERVICE STATION, TURN
 JV4165'LEFT AND GO N FOR 0.7 MILE TO CROSSROADS, TURN LEFT AND GO W FOR 1.15
 JV4165'MILES TO A SIDE ROAD RIGHT AT THE TOP OF THE GRADE, AND A
 JV4165'TRIANGULAR-BLAZED 18-INCH LOCUST TREE LEFT, AND STATION ON THE LEFT.
 JV4165'
 JV4165'NOTE- A 90-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1420 ***********************************************************************
 KW1420  DESIGNATION -  HUNTERS RM 1
 KW1420  PID         -  KW1420
 KW1420  STATE/COUNTY-  PA/PERRY
 KW1420  USGS QUAD   -  MILLERSBURG (1969)
 KW1420
 KW1420                         *CURRENT SURVEY CONTROL
 KW1420  ___________________________________________________________________
 KW1420* NAD 83(1986)-  40 31 56.     (N)    076 59 14.     (W)     SCALED    
 KW1420* NAVD 88     -       133.697  (meters)     438.64   (feet)  ADJUSTED  
 KW1420  ___________________________________________________________________
 KW1420  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KW1420  DYNAMIC HT  -         133.634 (meters)     438.43  (feet)  COMP
 KW1420  MODELED GRAV-     980,146.6   (mgal)                       NAVD 88
 KW1420
 KW1420  VERT ORDER  -  SECOND    CLASS 0
 KW1420
 KW1420.The horizontal coordinates were scaled from a topographic map and have
 KW1420.an estimated accuracy of +/- 6 seconds.
 KW1420
 KW1420.The orthometric height was determined by differential leveling
 KW1420.and adjusted by the National Geodetic Survey in June 1991..
 KW1420
 KW1420.The geoid height was determined by GEOID03.
 KW1420
 KW1420.The dynamic height is computed by dividing the NAVD 88
 KW1420.geopotential number by the normal gravity value computed on the
 KW1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1420.degrees latitude (g = 980.6199 gals.).
 KW1420
 KW1420.The modeled gravity was interpolated from observed gravity values.
 KW1420
 KW1420;                    North         East    Units  Estimated Accuracy
 KW1420;SPC PA S     -   133,400.      664,630.      MT  (+/- 180 meters Scaled)
 KW1420
 KW1420                          SUPERSEDED SURVEY CONTROL
 KW1420
 KW1420  NGVD 29 (??/??/??)  133.926  (m)          439.39   (f) ADJUSTED    2 0
 KW1420
 KW1420.Superseded values are not recommended for survey control.
 KW1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1420.See file dsdata.txt to determine how the superseded data were derived.
 KW1420
 KW1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK316887(NAD 83)
 KW1420_MARKER: DR = REFERENCE MARK DISK
 KW1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1420_STAMPING: HUNTERS NO 1 1966
 KW1420_MARK LOGO: CGS   
 KW1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1420+STABILITY: SURFACE MOTION
 KW1420
 KW1420  HISTORY     - Date     Condition        Report By
 KW1420  HISTORY     - 1966     MONUMENTED       CGS
 KW1420  HISTORY     - 1983     GOOD             NGS
 KW1420
 KW1420                          STATION DESCRIPTION
 KW1420
 KW1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1420'2.9 MI S FROM LIVERPOOL.
 KW1420'AT THE HUNTERS STATION SITE-- 20.40 FEET EAST OF THE STATION,
 KW1420'45 FEET NORTHWEST OF POWER LINE POLE NO 17124, 23.5 FEET EAST OF
 KW1420'A METAL WITNESS SIGN, 14 FEET EAST OF THE APPROXIMATE CENTER OF
 KW1420'THE TRACK ROAD, SET IN THE TOP OF A CONCRETE POST, FLUSH, AND IS
 KW1420'ABOUT LEVEL WITH THE STATION.
 KW1420
 KW1420                          STATION RECOVERY (1983)
 KW1420
 KW1420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KW1420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1418 ***********************************************************************
 KW1418  DESIGNATION -  HUNTERS RM 2
 KW1418  PID         -  KW1418
 KW1418  STATE/COUNTY-  PA/PERRY
 KW1418  USGS QUAD   -  MILLERSBURG (1969)
 KW1418
 KW1418                         *CURRENT SURVEY CONTROL
 KW1418  ___________________________________________________________________
 KW1418* NAD 83(1986)-  40 31 55.     (N)    076 59 14.     (W)     SCALED    
 KW1418* NAVD 88     -       133.886  (meters)     439.26   (feet)  ADJUSTED  
 KW1418  ___________________________________________________________________
 KW1418  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KW1418  DYNAMIC HT  -         133.822 (meters)     439.05  (feet)  COMP
 KW1418  MODELED GRAV-     980,146.5   (mgal)                       NAVD 88
 KW1418
 KW1418  VERT ORDER  -  SECOND    CLASS 0
 KW1418
 KW1418.The horizontal coordinates were scaled from a topographic map and have
 KW1418.an estimated accuracy of +/- 6 seconds.
 KW1418
 KW1418.The orthometric height was determined by differential leveling
 KW1418.and adjusted by the National Geodetic Survey in June 1991..
 KW1418
 KW1418.The geoid height was determined by GEOID03.
 KW1418
 KW1418.The dynamic height is computed by dividing the NAVD 88
 KW1418.geopotential number by the normal gravity value computed on the
 KW1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1418.degrees latitude (g = 980.6199 gals.).
 KW1418
 KW1418.The modeled gravity was interpolated from observed gravity values.
 KW1418
 KW1418;                    North         East    Units  Estimated Accuracy
 KW1418;SPC PA S     -   133,370.      664,630.      MT  (+/- 180 meters Scaled)
 KW1418
 KW1418                          SUPERSEDED SURVEY CONTROL
 KW1418
 KW1418  NGVD 29 (??/??/??)  134.114  (m)          440.01   (f) ADJUSTED    2 0
 KW1418
 KW1418.Superseded values are not recommended for survey control.
 KW1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1418.See file dsdata.txt to determine how the superseded data were derived.
 KW1418
 KW1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK316886(NAD 83)
 KW1418_MARKER: DR = REFERENCE MARK DISK
 KW1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1418_STAMPING: HUNTERS NO 2 1966
 KW1418_MARK LOGO: CGS   
 KW1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1418+STABILITY: SURFACE MOTION
 KW1418
 KW1418  HISTORY     - Date     Condition        Report By
 KW1418  HISTORY     - 1966     MONUMENTED       CGS
 KW1418  HISTORY     - 1983     GOOD             NGS
 KW1418
 KW1418                          STATION DESCRIPTION
 KW1418
 KW1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1418'2.9 MI S FROM LIVERPOOL.
 KW1418'AT THE HUNTERS STATION SITE-- 22.34 FEET SOUTH OF THE STATION,
 KW1418'34 FEET WEST OF POWER LINE POLE NO. 17124, 20.4 FEET SOUTH OF A
 KW1418'METAL WITNESS SIGN, 6 FEET WEST OF THE APPROXIMATE CENTER OF THE
 KW1418'TRACK ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 3-INCHES
 KW1418'AND IS ABOUT LEVEL WITH THE STATION.
 KW1418
 KW1418                          STATION RECOVERY (1983)
 KW1418
 KW1418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KW1418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2215 ***********************************************************************
 KX2215  DESIGNATION -  HUNTINGDON
 KX2215  PID         -  KX2215
 KX2215  STATE/COUNTY-  PA/HUNTINGDON
 KX2215  USGS QUAD   -  HUNTINGDON (1994)
 KX2215
 KX2215                         *CURRENT SURVEY CONTROL
 KX2215  ___________________________________________________________________
 KX2215* NAD 83(1992)-  40 24 19.33197(N)    078 00 20.09624(W)     ADJUSTED  
 KX2215* NAVD 88     -       524.3    (meters)    1720.     (feet)  VERTCON   
 KX2215  ___________________________________________________________________
 KX2215  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 KX2215  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 KX2215
 KX2215  HORZ ORDER  -  FIRST
 KX2215
 KX2215.The horizontal coordinates were established by classical geodetic methods
 KX2215.and adjusted by the National Geodetic Survey in June 2002..
 KX2215
 KX2215.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2215
 KX2215.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2215
 KX2215.The geoid height was determined by GEOID03.
 KX2215
 KX2215;                    North         East     Units Scale Factor Converg.
 KX2215;SPC PA S     -   119,064.885   578,305.351   MT  0.99995981   -0 09 57.0
 KX2215;SPC PA S     -   390,632.04  1,897,323.47   sFT  0.99995981   -0 09 57.0
 KX2215;UTM  17      - 4,477,057.047   754,103.427   MT  1.00039488   +1 56 31.2
 KX2215;UTM  18      - 4,477,089.236   244,949.018   MT  1.00040082   -1 56 57.3
 KX2215
 KX2215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2215!SPC PA S     -   0.99992304  x   0.99995981  =   0.99988285
 KX2215!UTM  17      -   0.99992304  x   1.00039488  =   1.00031788
 KX2215!UTM  18      -   0.99992304  x   1.00040082  =   1.00032382
 KX2215
 KX2215|---------------------------------------------------------------------|
 KX2215| PID    Reference Object                     Distance      Geod. Az  |
 KX2215|                                                           dddmmss.s |
 KX2215| CK7525 HUNTINGDON RM 1                      23.409 METERS 07546     |
 KX2215| CK7524 HUNTINGDON AZ MK                                   1502223.5 |
 KX2215| CK7526 HUNTINGDON RM 2                      24.417 METERS 18118     |
 KX2215| KX2219 LOOP LOOKOUT TOWER                  APPROX.14.8 KM 3133252.6 |
 KX2215|---------------------------------------------------------------------|
 KX2215
 KX2215                          SUPERSEDED SURVEY CONTROL
 KX2215
 KX2215  NAD 83(1986)-  40 24 19.33457(N)    078 00 20.10537(W) AD(       ) 1
 KX2215  NAD 27      -  40 24 19.06204(N)    078 00 21.09642(W) AD(       ) 1
 KX2215  NGVD 29 (07/19/86)  524.5    (m)         1721.     (f) VERT ANG       
 KX2215
 KX2215.Superseded values are not recommended for survey control.
 KX2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2215.See file dsdata.txt to determine how the superseded data were derived.
 KX2215
 KX2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE5410377057(NAD 83)
 KX2215_MARKER: DS = TRIANGULATION STATION DISK
 KX2215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2215
 KX2215  HISTORY     - Date     Condition        Report By
 KX2215  HISTORY     - 1941     MONUMENTED       CGS
 KX2215  HISTORY     - 1967     GOOD             CGS
 KX2215  HISTORY     - 1974     GOOD             NGS
 KX2215
 KX2215                          STATION DESCRIPTION
 KX2215
 KX2215'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2215'THE STATION IS ABOUT 6 MILES S OF HUNTINGDON, ON THE SUMMIT OF
 KX2215'TERRACE MOUNTAIN, 20 FEET E OF A TRIANGULAR-BLAZED 8- INCH OAK
 KX2215'TREE.  MARK IS STAMPED HUNTINGDON 1941 AND PROJECTS ABOUT 6 INCHES.
 KX2215'
 KX2215'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS
 KX2215'SET IN CONCRETE.
 KX2215'
 KX2215'REFERENCE MARK NO. 1 IS ON THE SE SLOPE OF THE RIDGE, 9 FEET N OF THE
 KX2215'DIM LOGGING TRAIL, IS STAMPED HUNTINGDON 1941 NO.  1, AND PROJECTS
 KX2215'ABOUT 6 INCHES.
 KX2215'
 KX2215'REFERENCE MARK NO. 2 IS ON THE S SLOPE OF THE RIDGE, IS STAMPED
 KX2215'HUNTINGDON 1941 NO 2, AND PROJECTS ABOUT 4 INCHES.
 KX2215'
 KX2215'THE AZIMUTH MARK IS IN THE FENCE LINE, AND 9 FEET NW OF THE CENTER OF
 KX2215'THE DIRT ROAD.  IT IS STAMPED HUNTINGDON 1941 AND PROJECTS ABOUT 4
 KX2215'INCHES.
 KX2215'
 KX2215'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 76 AND U.S.
 KX2215'HIGHWAY 22 WHICH IS JUST W OF MILL CREEK, GO SOUTHWESTERLY ON
 KX2215'HIGHWAY 76 FOR 5.45 MILES TO A DIRT ROAD ON THE RIGHT JUST BEFORE
 KX2215'REACHING A SMALL BRICK SCHOOLHOUSE ON THE RIGHT, TURN RIGHT AND GO
 KX2215'0.35 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE 0.1 MILE TO A
 KX2215'T-ROAD LEFT, TURN LEFT AND FOLLOW THE MAIN ROAD FOR 0.7 MILE TO A
 KX2215'FORKS, TAKE THE LEFT FORK AND GO 0.5 MILE TO ANOTHER FORKS, KEEP LEFT
 KX2215'AND GO 0.2 MILE TO A DIM CROSS ROAD JUST BEFORE REACHING TOP OF
 KX2215'GRADE, TURN LEFT AND FOLLOW DIM ROAD 0.5 MILE TO CONCRETE
 KX2215'FOUNDATIONS FOR AN AIRWAY BEACON, FROM THERE FOLLOW A DIM LOGGING
 KX2215'TRAIL SOUTHWESTERLY ALONG THE CREST OF THE RIDGE FOR 0.2 MILE TO
 KX2215'THE HIGHEST POINT AND THE STATION.
 KX2215'
 KX2215'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 KX2215'
 KX2215'A 64-FOOT TOWER WILL SEE A 4-FOOT LIGHT AT STATION HICKS (U.S.G.S.),
 KX2215'A 74-FOOT LIGHT AT STATION BROAD TOP, A 74-FOOT LIGHT AT STATION
 KX2215'BUTLER, AND A 4-FOOT LIGHT AT STATION HAMILTON.
 KX2215
 KX2215                          STATION RECOVERY (1967)
 KX2215
 KX2215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2215'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 KX2215'THE AZIMUTH MARK APPEARS TO HAVE BEEN HIT BY A ROAD MACHINE
 KX2215'DURING THE REPAIR OF THE BLADED ROAD NEAR THE MARK.  A DIFFERENCE IN
 KX2215'DIRECTION WAS FOUND TO THE AZIMUTH MARK AND REFERENCE MARK NO. 2,
 KX2215'SEE NEW DIRECTION ABOVE.
 KX2215'
 KX2215'A COMPLETE NEW DESCRIPTION FOLLOWS.
 KX2215'
 KX2215'THE STATION IS LOCATED ABOUT 6 AIRLINE MILES SOUTH OF HUNTINGDON,
 KX2215'ABOUT 4 AIRLINE MILES SOUTHWEST OF MILL CREEK AND ON THE SUMMIT OF
 KX2215'TERRACE MOUNTAIN.
 KX2215'
 KX2215'TO REACH THE STATION FROM THE POST OFFICE IN MILL CREEK, GO WESTERLY
 KX2215'ON A PAVED STREET FOR 0.05 MILE TO A SIDE STREET RIGHT.  TURN
 KX2215'RIGHT AND GO NORTH ON A PAVED STREET FOR 0.05 MILE TO U.S. HIGHWAY
 KX2215'22.  TURN LEFT AND GO WESTERLY ON U.S.  HIGHWAY 22 FOR 0.75 MILE TO
 KX2215'A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH AND SOUTHWEST ON STATE
 KX2215'HIGHWAY 829 FOR 1.6 MILE TO A FORK.  KEEP LEFT AND CONTINUE
 KX2215'SOUTHWEST ON STATE HIGHWAY 829 FOR 3.85 MILE TO A SIDE ROAD RIGHT.
 KX2215'TURN RIGHT AND GO NORTHWEST ON A BLADED ROAD FOR 0.4 MILE TO THE
 KX2215'AZIMUTH MARK ON THE LEFT, SOUTHWEST SIDE OF THE ROAD.  CONTINUE
 KX2215'NORTHWEST ON THE BLADED ROAD FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN
 KX2215'LEFT AND GO WEST AND NORTHWEST ON A BLADED ROAD FOR 1.35 MILE TO A
 KX2215'DIM TRACK ROAD ON THE LEFT.  TURN LEFT AND GO WESTERLY ON THE TRACK
 KX2215'ROAD FOR 0.45 MILE TO A CONCRETE FOUNDATION FROM AN OLD LOOKOUT
 KX2215'TOWER.  CONTINUE WESTERLY THROUGH THE TREES FOR 0.1 MILE TO THE
 KX2215'SUMMIT OF THE MOUNTAIN AND THE STATION.
 KX2215'
 KX2215'THE STATION MARK IS 4.2 FEET NORTHEAST OF A WITNESS POST.  THE MARK
 KX2215'IS A STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 KX2215'MONUMENT WHICH PROJECTS 4 INCHES AND IT IS STAMPED HUNTINGDON 1941.
 KX2215'
 KX2215'REFERENCE MARK NO. 1 IS 80.2 FEET EAST OF THE WITNESS POST.  THE MARK
 KX2215'IS A STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 KX2215'MONUMENT WHICH PROJECTS 4 INCHES AND IT IS STAMPED HUNTINGDON NO 1
 KX2215'1941.
 KX2215'
 KX2215'REFERENCE MARK NO. 2 IS 77.4 FEET SOUTH OF THE WITNESS POST.  THE
 KX2215'MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE
 KX2215'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES AND IT IS STAMPED
 KX2215'HUNTINGDON NO 2 1941.
 KX2215'
 KX2215'THE AZIMUTH MARK IS 9 FEET NORTHWEST OF THE CENTER OF THE BLADED ROAD
 KX2215'AND 1 FOOT SOUTHEAST OF A WIRE FENCE.  THE MARK IS A STANDARD DISK
 KX2215'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 KX2215'WITH THE SURFACE AND IT IS STAMPED HUNTINGDON 1941.
 KX2215'
 KX2215'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4 MILES SOUTHWEST
 KX2215'OF MILL CREEK
 KX2215
 KX2215                          STATION RECOVERY (1974)
 KX2215
 KX2215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KX2215'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 KX2215'AS DESCRIBED IN THE 1967 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV6132 ***********************************************************************
 JV6132  DESIGNATION -  HUNTRICK
 JV6132  PID         -  JV6132
 JV6132  STATE/COUNTY-  PA/YORK
 JV6132  USGS QUAD   -  SEVEN VALLEYS (1981)
 JV6132
 JV6132                         *CURRENT SURVEY CONTROL
 JV6132  ___________________________________________________________________
 JV6132* NAD 83(1992)-  39 48 06.39034(N)    076 47 12.47732(W)     ADJUSTED  
 JV6132* NAVD 88     -       313.     (meters)    1027.     (feet)  SCALED    
 JV6132  ___________________________________________________________________
 JV6132  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 JV6132  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JV6132
 JV6132  HORZ ORDER  -  SECOND
 JV6132
 JV6132.The horizontal coordinates were established by classical geodetic methods
 JV6132.and adjusted by the National Geodetic Survey in June 2002..
 JV6132
 JV6132.The orthometric height was scaled from a topographic map.
 JV6132
 JV6132.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV6132
 JV6132.The geoid height was determined by GEOID03.
 JV6132
 JV6132;                    North         East     Units Scale Factor Converg.
 JV6132;SPC PA S     -    52,463.389   682,489.044   MT  1.00002318   +0 37 29.7
 JV6132;SPC PA S     -   172,123.64  2,239,132.81   sFT  1.00002318   +0 37 29.7
 JV6132;SPC MD       -   237,043.121   418,260.022   MT  1.00008050   +0 08 01.7
 JV6132;SPC MD       -   777,698.97  1,372,241.42   sFT  1.00008050   +0 08 01.7
 JV6132;UTM  18      - 4,407,283.658   347,034.716   MT  0.99988807   -1 08 38.4
 JV6132
 JV6132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV6132!SPC PA S     -   0.99995607  x   1.00002318  =   0.99997925
 JV6132!SPC MD       -   0.99995607  x   1.00008050  =   1.00003656
 JV6132!UTM  18      -   0.99995607  x   0.99988807  =   0.99984414
 JV6132
 JV6132:                Primary Azimuth Mark                     Grid Az
 JV6132:SPC PA S     -  BALTIMORE ELMIRA AIRWAY BCN 3            105 37 33.6
 JV6132:SPC MD       -  BALTIMORE ELMIRA AIRWAY BCN 3            106 07 01.6
 JV6132:UTM  18      -  BALTIMORE ELMIRA AIRWAY BCN 3            107 23 41.7
 JV6132
 JV6132|---------------------------------------------------------------------|
 JV6132| PID    Reference Object                     Distance      Geod. Az  |
 JV6132|                                                           dddmmss.s |
 JV6132| JV6080 BALTIMORE ELMIRA AIRWAY BCN 3       APPROX. 9.5 KM 1061503.3 |
 JV6132| CA9553 HUNTRICK RM 1                        24.265 METERS 17056     |
 JV6132| CA9554 HUNTRICK RM 2                        17.902 METERS 24710     |
 JV6132| CA9552 HUNTRICK AZ MK                                     3251035.2 |
 JV6132|---------------------------------------------------------------------|
 JV6132
 JV6132                          SUPERSEDED SURVEY CONTROL
 JV6132
 JV6132  NAD 83(1991)-  39 48 06.38772(N)    076 47 12.47887(W) AD(       ) 2
 JV6132  NAD 83(1986)-  39 48 06.38463(N)    076 47 12.48159(W) AD(       ) 2
 JV6132  NAD 27      -  39 48 06.01600(N)    076 47 13.57900(W) AD(       ) 2
 JV6132
 JV6132.Superseded values are not recommended for survey control.
 JV6132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV6132.See file dsdata.txt to determine how the superseded data were derived.
 JV6132
 JV6132_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK4703507284(NAD 83)
 JV6132_MARKER: DS = TRIANGULATION STATION DISK
 JV6132_SETTING: 66 = SET IN ROCK OUTCROP
 JV6132_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 JV6132
 JV6132  HISTORY     - Date     Condition        Report By
 JV6132  HISTORY     - 1942     MONUMENTED       CGS
 JV6132
 JV6132                          STATION DESCRIPTION
 JV6132
 JV6132'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 JV6132'THE STATION IS LOCATED ABOUT 10.5 MILES E OF HANOVER, AND 10.5 MILES
 JV6132'SSW OF YORK, ON THE HIGHEST POINT OF A HEAVILY WOODED HILL KNOWN
 JV6132'AS HUNTRICK HILL, AND ON PROPERTY OWNED BY L.B. THOMAN.  STATION MARK
 JV6132'IS A STANDARD DISK, 25 FEET NW OF THE CENTER OF THE DIM WOODS ROAD,
 JV6132'SET IN A DEPRESSION IN OUTCROPPING BEDROCK THAT PROJECTS ABOUT 2 FEET
 JV6132'ABOVE THE GROUND.  THE DISK IS STAMPED HUNTRICK 1942.
 JV6132'
 JV6132'REFERENCE MARK NO. 1 IS A STANDARD DISK, S OF THE STATION, SET IN A
 JV6132'DRILL HOLE IN BEDROCK, 3 FEET NE OF A TRIANGULAR- BLAZED 6-INCH
 JV6132'OAK TREE.  THE DISK IS STAMPED HUNTRICK NO. 1 1942 AND PROJECTS ABOUT
 JV6132'6 INCHES ABOVE THE GROUND SURFACE.
 JV6132'
 JV6132'REFERENCE MARK NO. 2 IS A STANDARD DISK, W OF THE STATION, SET IN A
 JV6132'DRILL HOLE IN A BOULDER ABOUT 2 BY 4 FEET IN DIAMETER, 2 FEET
 JV6132'E OF A TRIANGULAR-BLAZED 6-INCH HICKORY TREE.  THE DISK IS STAMPED
 JV6132'HUNTRICK NO. 2, 1942 AND PROJECTS ABOUT 2 FEET ABOVE THE GROUND
 JV6132'SURFACE.
 JV6132'
 JV6132'THE AZIMUTH MARK IS A STANDARD DISK SET IN CONCRETE MONUMENT ABOUT
 JV6132'0.4 MILE NE OF THE STATION, SET IN THE W EDGE OF A WHEAT FIELD, 15
 JV6132'FEET ENE OF THE CENTER OF THE MACADAM ROAD, AND 4 FEET W OF A
 JV6132'TELEPHONE POLE.  THE DISK IS STAMPED HUNTRICK 1942 AND PROJECTS
 JV6132'3 INCHES.  TO REACH FROM THE STATION GO BACK TO THE MACADAM ROAD,
 JV6132'TURN RIGHT AND GO 0.4 MILE TO THE MARK ON THE RIGHT.
 JV6132'
 JV6132'TO REACH THE STATION FROM THE CIRCLE IN HANOVER GO N ON STATE ROUTE
 JV6132'116 FOR 0.05 MILE, TURN RIGHT, E, WITH 116 AND GO 1.4 MILES TO THE
 JV6132'JUNCTION OF STATE ROUTES 116 AND 216, TURN RIGHT ON 216 AND GO 8.9
 JV6132'MILES TO A REVERSED Y ON LEFT JUST AFTER CROSSING RAILROAD TRACKS
 JV6132'IN THE VILLAGE OF BRODBECKS, TURN SHARP LEFT AND GO 0.1 MILE TO A Y,
 JV6132'BEAR RIGHT AND CONTINUE ON MACADAM ROAD FOR 1.1 MILES TO A
 JV6132'T-INTERSECTION, TURN LEFT ON STATE ROUTE 516 AND GO N FOR 0.75 MILE
 JV6132'TO A Y, BEAR RIGHT ON MACADAM ROAD AND GO NE FOR 1.45 MILES TO A
 JV6132'SIDE ROAD RIGHT, TURN RIGHT ON DIRT ROAD AND GO 0.2 MILE TO A
 JV6132'REVERSED Y, TURN SHARP LEFT AND GO 0.1 MILE TO A DIM WOODS ROAD
 JV6132'RIGHT, TURN RIGHT ON DIM WOODS ROAD AND GO 0.25 MILE TO TOP OF THE
 JV6132'HILL AND SEVERAL TRIANGULAR-BLAZED TREES ON THE LEFT AND THE STATION.
 JV6132'
 JV6132'A 64-FOOT TOWER REQUIRED TO CLEAR ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3165 ***********************************************************************
 KY3165  DESIGNATION -  HURTIG
 KY3165  PID         -  KY3165
 KY3165  STATE/COUNTY-  PA/WASHINGTON
 KY3165  USGS QUAD   -  BETHANY (1981)
 KY3165
 KY3165                         *CURRENT SURVEY CONTROL
 KY3165  ___________________________________________________________________
 KY3165* NAD 83(1992)-  40 09 37.99042(N)    080 31 02.94145(W)     ADJUSTED  
 KY3165* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 KY3165  ___________________________________________________________________
 KY3165  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 KY3165  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KY3165
 KY3165  HORZ ORDER  -  FIRST
 KY3165
 KY3165.The horizontal coordinates were established by classical geodetic methods
 KY3165.and adjusted by the National Geodetic Survey in June 2002..
 KY3165
 KY3165.The orthometric height was scaled from a topographic map.
 KY3165
 KY3165.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3165
 KY3165.The geoid height was determined by GEOID03.
 KY3165
 KY3165;                    North         East     Units Scale Factor Converg.
 KY3165;SPC PA S     -    95,543.827   364,273.436   MT  0.99997225   -1 47 43.9
 KY3165;SPC PA S     -   313,463.37  1,195,120.43   sFT  0.99997225   -1 47 43.9
 KY3165;SPC WV N     -   184,846.365   513,320.196   MT  0.99998421   -0 38 56.1
 KY3165;UTM  17      - 4,445,688.857   541,090.901   MT  0.99962078   +0 18 40.3
 KY3165
 KY3165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3165!SPC PA S     -   0.99994322  x   0.99997225  =   0.99991547
 KY3165!SPC WV N     -   0.99994322  x   0.99998421  =   0.99992743
 KY3165!UTM  17      -   0.99994322  x   0.99962078  =   0.99956402
 KY3165
 KY3165|---------------------------------------------------------------------|
 KY3165| PID    Reference Object                     Distance      Geod. Az  |
 KY3165|                                                           dddmmss.s |
 KY3165| CX4732 HURTIG RM 1                          43.343 METERS 07614     |
 KY3165| CX4731 HURTIG AZ MK                                       1020859.3 |
 KY3165| CX4733 HURTIG RM 2                          25.777 METERS 14435     |
 KY3165| KY3166 BOUNDARY MON PA WV                  170.176 METERS 23348     |
 KY3165|---------------------------------------------------------------------|
 KY3165
 KY3165                          SUPERSEDED SURVEY CONTROL
 KY3165
 KY3165  NAD 83(1995)-  40 09 37.99042(N)    080 31 02.94145(W) AD(       ) 1
 KY3165  NAD 83(1986)-  40 09 37.99619(N)    080 31 02.94766(W) AD(       ) 1
 KY3165  NAD 27      -  40 09 37.74300(N)    080 31 03.70000(W) AD(       ) 1
 KY3165
 KY3165.Superseded values are not recommended for survey control.
 KY3165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3165.See file dsdata.txt to determine how the superseded data were derived.
 KY3165
 KY3165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE4109145689(NAD 83)
 KY3165_MARKER: DS = TRIANGULATION STATION DISK
 KY3165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3165
 KY3165  HISTORY     - Date     Condition        Report By
 KY3165  HISTORY     - 1933     MONUMENTED       CGS
 KY3165  HISTORY     - 1957     GOOD             USGS
 KY3165
 KY3165                          STATION DESCRIPTION
 KY3165
 KY3165'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KY3165'ABOUT 4-1/2 MILES EAST OF WEST LIBERTY, W. VA., AND 4-1/2 MILES
 KY3165'NORTH OF WEST ALEXANDER, PA., ON LAND OWNED BY JOHN HURTIG, ON A LEVEL
 KY3165'GRASSY PLOT, ABOUT 400 FEET EAST OF THE PENNSYLVANIA-WEST VIRGINIA
 KY3165'BOUNDARY LINE, 85 FEET WEST-NORTHWEST OF A NORTHEAST-SOUTHWEST
 KY3165'WIRE FENCE WHICH IS JUST EAST OF A DIM TRAIL.  STATION IS NOT ON
 KY3165'THE HIGHEST POINT OF THE HILL, WHICH IS ABOUT 0.25 MILE NORTHEAST.
 KY3165'THE MARK PROJECTS 1 INCH.
 KY3165'
 KY3165'TO REACH, FOLLOW U.S. HIGHWAY 40 TO WEST ALEXANDER, TO A BRICK
 KY3165'PAVED ROAD LEADING NORTH FROM THE EAST END OF THE TOWN
 KY3165'PAST THE SCHOOL, TURN NORTH ON THIS ROAD AND FOLLOW IT 0.8 MILE,
 KY3165'TURN RIGHT AND GO 3.6 MILES TO A DIRT ROAD TO THE LEFT ABOUT
 KY3165'HALF WAY DOWN A LITTLE HILL, THEN TURN LEFT AND GO 100 FEET, TAKE
 KY3165'RIGHT FORK AND FOLLOW THIS ROAD OUT ACROSS THE FIELDS 0.65
 KY3165'MILE TO A WIRE GATE, CONTINUE STRAIGHT AHEAD THROUGH THE GATE
 KY3165'ABOUT 300 YARDS TO THE STATION.  REFER TO JOHN HURTIG, OWNER
 KY3165'OF THE LAND.
 KY3165'
 KY3165'A TRAVERSE TIE WAS MADE TO A STONE BOUNDARY MONUMENT, WHICH IS IN
 KY3165'THE DRAW SOUTHWEST OF THE STATION.  THE MARK IS A STONE
 KY3165'POST, 4 FEET HIGH, 14 INCHES SQUARE AT THE BOTTOM AND 12 INCHES
 KY3165'SQUARE AT THE TOP, WITH A CROSS CUT IN THE CENTER OF THE TOP.
 KY3165'IT MARKS THE BROOKE-OHIO (W.VA.) COUNTY LINE AT THE
 KY3165'PENNSYLVANIA-WEST VIRGINIA BOUNDARY, AND IS 3 FEET WEST OF A
 KY3165'NORTH-SOUTH FENCE LINE
 KY3165'APPARENTLY ALONG THE BOUNDARY.
 KY3165'
 KY3165'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 KY3165'DISKS SET IN CONCRETE.
 KY3165'
 KY3165'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 1 FOOT WEST OF A
 KY3165'NORTHEAST-SOUTHWEST FENCE LINE, 12 FEET SOUTHWEST OF THE TRAIL
 KY3165'LEADING PAST THE STATION, AND MARK PROJECTS 10 INCHES.
 KY3165'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION, 1 FOOT WEST
 KY3165'OF THE FENCE LINE, 10 FEET SOUTHEAST OF THE TRAIL, AND PROJECTS 10
 KY3165'INCHES.
 KY3165'
 KY3165'AZIMUTH MARK IS EAST OF THE STATION, ON THE NORTH SIDE OF AN EAST-WEST
 KY3165'TRAIL, 1 FOOT SOUTH OF THE EAST-WEST FENCE ALONG THE SOUTH SIDE OF
 KY3165'THE FIELD THROUGH WHICH THE TRAIL TO THE
 KY3165'STATION PASSES, AND PROJECTS 6 INCHES.
 KY3165
 KY3165                          STATION RECOVERY (1957)
 KY3165
 KY3165'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 KY3165'STATION AND REFERENCE MARKS IN GOOD CONDITION.  THE SITE IS NOW
 KY3165'WOODED.  STATION MARK ABOUT 430 FEET SOUTHWEST OF
 KY3165'GATE AT FIELD ROAD ENTRANCE TO WOODS.
 KY3165'
 KY3165'REFERENCE MARK 1 IS 290 FEET SOUTHWEST OF GATE IN OLD FENCE ROW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1069 ***********************************************************************
 LY1069  DESIGNATION -  I
 LY1069  PID         -  LY1069
 LY1069  STATE/COUNTY-  PA/WAYNE
 LY1069  USGS QUAD   -  HONESDALE (1980)
 LY1069
 LY1069                         *CURRENT SURVEY CONTROL
 LY1069  ___________________________________________________________________
 LY1069* NAD 83(1986)-  41 34 07.     (N)    075 15 09.     (W)     SCALED    
 LY1069* NAVD 88     -       296.56   (+/-2cm)     973.0    (feet)  VERTCON   
 LY1069  ___________________________________________________________________
 LY1069  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 LY1069
 LY1069  VERT ORDER  -  ? (See Below)
 LY1069
 LY1069.The horizontal coordinates were scaled from a topographic map and have
 LY1069.an estimated accuracy of +/- 6 seconds.
 LY1069
 LY1069.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY1069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY1069.The vertical order pertains to the NGVD 29 superseded value.
 LY1069
 LY1069.The geoid height was determined by GEOID03.
 LY1069
 LY1069;                    North         East    Units  Estimated Accuracy
 LY1069;SPC PA N     -   158,700.      808,270.      MT  (+/- 180 meters Scaled)
 LY1069
 LY1069                          SUPERSEDED SURVEY CONTROL
 LY1069
 LY1069  NGVD 29 (??/??/92)  296.755  (m)          973.60   (f) ADJ UNCH    ?  
 LY1069
 LY1069.Superseded values are not recommended for survey control.
 LY1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1069.See file dsdata.txt to determine how the superseded data were derived.
 LY1069
 LY1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM789019(NAD 83)
 LY1069_MARKER: DD = SURVEY DISK
 LY1069_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1069_SP_SET: ABUTMENT
 LY1069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1069
 LY1069  HISTORY     - Date     Condition        Report By
 LY1069  HISTORY     - UNK      MONUMENTED       PADH
 LY1069  HISTORY     - 1951     GOOD             NGS
 LY1069  HISTORY     - 1988     GOOD             USPSQD
 LY1069  HISTORY     - 1989     GOOD             USPSQD
 LY1069
 LY1069                          STATION DESCRIPTION
 LY1069
 LY1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LY1069'AT HONESDALE.
 LY1069'AT HONESDALE, WAYNE COUNTY, AT THE SOUTHERLY END OF THE TOWN, AT
 LY1069'THE BRIDGE CARRYING U.S. HIGHWAYS 6 AND 106 OVER LACKAWAXEN
 LY1069'RIVER, AND ON THE TOP OF THE DOWNSTREAM END OF THE WEST ABUTMENT.
 LY1069'A PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD DISK.
 LY1069
 LY1069                          STATION RECOVERY (1988)
 LY1069
 LY1069'RECOVERY NOTE BY US POWER SQUADRON 1988 (JRF)
 LY1069'RECOVERED IN GOOD CONDITION.
 LY1069
 LY1069                          STATION RECOVERY (1989)
 LY1069
 LY1069'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 LY1069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1492 ***********************************************************************
 KV1492  DESIGNATION -  I
 KV1492  PID         -  KV1492
 KV1492  STATE/COUNTY-  PA/LEHIGH
 KV1492  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV1492
 KV1492                         *CURRENT SURVEY CONTROL
 KV1492  ___________________________________________________________________
 KV1492* NAD 83(1986)-  40 36 18.     (N)    075 27 59.     (W)     SCALED    
 KV1492* NAVD 88     -        97.704  (meters)     320.55   (feet)  ADJUSTED  
 KV1492  ___________________________________________________________________
 KV1492  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 KV1492  DYNAMIC HT  -          97.656 (meters)     320.39  (feet)  COMP
 KV1492  MODELED GRAV-     980,139.2   (mgal)                       NAVD 88
 KV1492
 KV1492  VERT ORDER  -  FIRST     CLASS II
 KV1492
 KV1492.The horizontal coordinates were scaled from a topographic map and have
 KV1492.an estimated accuracy of +/- 6 seconds.
 KV1492
 KV1492.The orthometric height was determined by differential leveling
 KV1492.and adjusted by the National Geodetic Survey in June 1991..
 KV1492
 KV1492.The geoid height was determined by GEOID03.
 KV1492
 KV1492.The dynamic height is computed by dividing the NAVD 88
 KV1492.geopotential number by the normal gravity value computed on the
 KV1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1492.degrees latitude (g = 980.6199 gals.).
 KV1492
 KV1492.The modeled gravity was interpolated from observed gravity values.
 KV1492
 KV1492;                    North         East    Units  Estimated Accuracy
 KV1492;SPC PA S     -   143,700.      793,250.      MT  (+/- 180 meters Scaled)
 KV1492
 KV1492                          SUPERSEDED SURVEY CONTROL
 KV1492
 KV1492  NGVD 29 (??/??/??)   97.938  (m)          321.32   (f) ADJUSTED    1 2
 KV1492
 KV1492.Superseded values are not recommended for survey control.
 KV1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1492.See file dsdata.txt to determine how the superseded data were derived.
 KV1492
 KV1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK605950(NAD 83)
 KV1492_MARKER: Q = CHISELED SQUARE
 KV1492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1492_SP_SET: WINDOW SILL
 KV1492_STAMPING: I USCGS BM 1881
 KV1492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1492
 KV1492  HISTORY     - Date     Condition        Report By
 KV1492  HISTORY     - 1881     MONUMENTED       CGS
 KV1492  HISTORY     - 1932     GOOD             CGS
 KV1492  HISTORY     - 1934     GOOD             CGS
 KV1492  HISTORY     - 1987     MARK NOT FOUND   LOCSUR
 KV1492  HISTORY     - 19991211 MARK NOT FOUND   USPSQD
 KV1492
 KV1492                          STATION DESCRIPTION
 KV1492
 KV1492'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1492'AT ALLENTOWN.
 KV1492'AT ALLENTOWN, LEHIGH COUNTY, AT THE CORNER OF NORTH FOURTH AND
 KV1492'LINDEN STREETS, AT THE FRONT ENTRANCE TO THE JAIL, AND IN THE
 KV1492'SILL OF A BASEMENT WINDOW ON THE SOUTH SIDE.  A CHISELED SQUARE,
 KV1492'FLANKED BY THE LETTERS I USC AND GS BM 1881.
 KV1492
 KV1492                          STATION RECOVERY (1934)
 KV1492
 KV1492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 KV1492'RECOVERED IN GOOD CONDITION.
 KV1492
 KV1492                          STATION RECOVERY (1987)
 KV1492
 KV1492'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (CT)
 KV1492'MARK NOT FOUND.
 KV1492
 KV1492                          STATION RECOVERY (1999)
 KV1492
 KV1492'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV1492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9260 ***********************************************************************
 AA9260  CBN         -  This is a Cooperative Base Network Control Station.
 AA9260  PACS        -  This is a Primary Airport Control Station.
 AA9260  DESIGNATION -  IDI A
 AA9260  PID         -  AA9260
 AA9260  STATE/COUNTY-  PA/INDIANA
 AA9260  USGS QUAD   -  CLYMER (1981)
 AA9260
 AA9260                         *CURRENT SURVEY CONTROL
 AA9260  ___________________________________________________________________
 AA9260* NAD 83(1992)-  40 37 56.25166(N)    079 06 38.59198(W)     ADJUSTED  
 AA9260* NAVD 88     -       414.63   (meters)    1360.3    (feet)  GPS OBS   
 AA9260  ___________________________________________________________________
 AA9260  X           -     915,763.015 (meters)                     COMP
 AA9260  Y           -  -4,760,286.307 (meters)                     COMP
 AA9260  Z           -   4,131,768.238 (meters)                     COMP
 AA9260  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 AA9260  ELLIP HEIGHT-         381.86  (meters)          (03/28/01) GPS OBS
 AA9260  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 AA9260
 AA9260  HORZ ORDER  -  B
 AA9260  ELLP ORDER  -  THIRD     CLASS II
 AA9260
 AA9260.This mark is at Indiana Co Jimmy Stewart Fld Airport (IDI)
 AA9260
 AA9260.The horizontal coordinates were established by GPS observations
 AA9260.and adjusted by the National Geodetic Survey in March 1998..
 AA9260
 AA9260.The orthometric height was determined by GPS observations and a
 AA9260.high-resolution geoid model.
 AA9260
 AA9260.GPS derived orthometric heights for airport stations designated as
 AA9260.PACS or SACS are published to 2 decimal places.  This maintains
 AA9260.centimeter relative accuracy between the PACS and SACS.  It does
 AA9260.not indicate centimeter accuracy relative to other marks which are
 AA9260.part of the NAVD 88 network.
 AA9260
 AA9260.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9260
 AA9260.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9260
 AA9260.The ellipsoidal height was determined by GPS observations
 AA9260.and is referenced to NAD 83.
 AA9260
 AA9260.The geoid height was determined by GEOID03.
 AA9260
 AA9260;                    North         East     Units Scale Factor Converg.
 AA9260;SPC PA S     -   145,117.822   484,890.338   MT  0.99996451   -0 52 58.2
 AA9260;SPC PA S     -   476,107.39  1,590,844.38   sFT  0.99996451   -0 52 58.2
 AA9260;UTM  17      - 4,499,655.059   659,775.544   MT  0.99991423   +1 13 50.0
 AA9260
 AA9260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9260!SPC PA S     -   0.99994010  x   0.99996451  =   0.99990461
 AA9260!UTM  17      -   0.99994010  x   0.99991423  =   0.99985434
 AA9260
 AA9260                          SUPERSEDED SURVEY CONTROL
 AA9260
 AA9260  ELLIP H (03/24/98)  381.90   (m)                       GP(       ) 4 1
 AA9260  NAD 83(1993)-  40 37 56.25198(N)    079 06 38.59210(W) AD(       ) B
 AA9260  ELLIP H (11/22/95)  381.89   (m)                       GP(       ) 1 1
 AA9260
 AA9260.Superseded values are not recommended for survey control.
 AA9260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9260.See file dsdata.txt to determine how the superseded data were derived.
 AA9260
 AA9260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE5977699655(NAD 83)
 AA9260_MARKER: I = METAL ROD
 AA9260_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AA9260+WITH SETTING: INFORMATION.
 AA9260_STAMPING: IDI A 1994
 AA9260_MARK LOGO: NGS   
 AA9260_PROJECTION: FLUSH
 AA9260_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9260+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 AA9260_ROD/PIPE-DEPTH: 1.5  meters
 AA9260_SLEEVE-DEPTH  : 1.0 meters
 AA9260
 AA9260  HISTORY     - Date     Condition        Report By
 AA9260  HISTORY     - 1994     MONUMENTED       NGS
 AA9260  HISTORY     - 19940908 GOOD             NGS
 AA9260  HISTORY     - 19960829 GOOD             NGS
 AA9260  HISTORY     - 20000410 GOOD             PADT
 AA9260  HISTORY     - 20010420 GOOD             PADT
 AA9260  HISTORY     - 20050322 GOOD             JCLS
 AA9260  HISTORY     - 20050901 GOOD             PADT
 AA9260
 AA9260                          STATION DESCRIPTION
 AA9260
 AA9260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9260'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTHEAST OF INDIANA, AT
 AA9260'THE INDIANA COUNTY AIRPORT, JIMMY STEWART FIELD, NEAR THE CENTER OF
 AA9260'THE AIRFIELD, SOUTH OF THE RUNWAY.  OWNERSHIP--INDIANA COUNTY.  TODD
 AA9260'HEMING, AIRPORT MANAGER, 398 AIRPORT ROAD, INDIANA, PA 15701, PHONE
 AA9260'(412) 483-3883.
 AA9260' 
 AA9260'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 119 AND STATE
 AA9260'HIGHWAY 286, JUST NORTHEAST OF INDIANA, GO NORTHEAST 0.5 MI (0.8 KM)
 AA9260'ON STATE HIGHWAY 286 FOR 0.5 MI (0.8 KM) TO AIRPORT ROAD ON THE RIGHT.
 AA9260'TURN RIGHT AND GO SOUTHEAST FOR 1.2 MI (1.9 KM) TO A PAVED ROAD RIGHT.
 AA9260'TURN RIGHT ON THE PAVED ROAD AND GO 0.1 MI (0.2 KM) TO THE AIRPORT.
 AA9260'TO REACH THE STATION FROM THE CHAIN LINK FENCE GATE NEAR THE SOUTHWEST
 AA9260'CORNER OF THE PARKING LOT FOR THE FLIGHT OPERATIONS OFFICE, GO WEST
 AA9260'ACROSS THE RAMP AND ON PARALLEL TAXIWAY FOR 0.8 KM (0.50 MI) TO A
 AA9260'CONNECTING TAXIWAY, TURN RIGHT AND GO SOUTH CROSSING THE RUNWAY FOR
 AA9260'0.16 KM (0.10 MI) TO THE STATION ON THE LEFT.
 AA9260' 
 AA9260'LOCATED 40.6 M (133.2 FT) SOUTH FROM THE CENTERLINE OF RUNWAY 10-28,
 AA9260'37.0 M (121.4 FT) EAST FROM THE CENTERLINE CONNECTING TAXIWAY SOUTH OF
 AA9260'THE RUNWAY AT HOLDBAR, 5.5 M (18.0 FT) NORTH FROM A WITNESS POST.
 AA9260' 
 AA9260'DESCRIBED BY KLF.
 AA9260
 AA9260                          STATION RECOVERY (1996)
 AA9260
 AA9260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9260'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTHEAST OF INDIANA, AT
 AA9260'THE INDIANA COUNTY AIRPORT, JIMMY STEWART FIELD, NEAR THE CENTER OF
 AA9260'THE AIRFIELD, SOUTH OF THE RUNWAY.  OWNERSHIP--INDIANA COUNTY.  TODD
 AA9260'HEMING, AIRPORT MANAGER, 398 AIRPORT ROAD, INDIANA, PA 15701, PHONE
 AA9260'(412) 483-3883.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 AA9260'HIGHWAY 119 AND STATE HIGHWAY 286, JUST NORTHEAST OF INDIANA, GO
 AA9260'NORTHEAST 0.5 MI (0.8 KM) ON STATE HIGHWAY 286 FOR 0.5 MI (0.8 KM) TO
 AA9260'AIRPORT ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHEAST FOR 1.2 MI
 AA9260'(1.9 KM) TO A PAVED ROAD RIGHT.  TURN RIGHT ON THE PAVED ROAD AND GO
 AA9260'0.1 MI (0.2 KM) TO THE AIRPORT.  TO REACH THE STATION FROM THE CHAIN
 AA9260'LINK FENCE GATE NEAR THE SOUTHWEST CORNER OF THE PARKING LOT FOR THE
 AA9260'FLIGHT OPERATIONS OFFICE, GO WEST ACROSS THE RAMP AND ON PARALLEL
 AA9260'TAXIWAY FOR 0.8 KM (0.50 MI) TO A CONNECTING TAXIWAY, TURN RIGHT AND
 AA9260'GO SOUTH CROSSING THE RUNWAY FOR 0.16 KM (0.10 MI) TO THE STATION ON
 AA9260'THE LEFT.  LOCATED 40.6 M (133.2 FT) SOUTH FROM THE CENTERLINE OF
 AA9260'RUNWAY 10-28, 37.0 M (121.4 FT) EAST FROM THE CENTERLINE CONNECTING
 AA9260'TAXIWAY SOUTH OF THE RUNWAY AT HOLDBAR, 5.5 M (18.0 FT) NORTH FROM A
 AA9260'WITNESS POST.THIS STATION IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL
 AA9260'STATION.  THE STATION IS TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 AA9260'REFUSAL ENCASE IN A GREASE SLEEVE WITH A NGS LOGO CAP. DESCRIBED BY
 AA9260'KLF.
 AA9260
 AA9260                          STATION RECOVERY (2000)
 AA9260
 AA9260'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (TM)
 AA9260'TO REACH FROM THE INTERSECTION OF US ROUTE 119 AND STATE ROUTE
 AA9260'286, JUST NORTEAST OF INDIANA, PROCEED 0.5 MI (0.8 KM) NORTHEAST ON
 AA9260'STATE ROUTE 286 TO AIRPORT ROAD (STATE ROUTE 1006) ON THE RIGHT.
 AA9260'TURN RIGHT AND PROCEED SOUTHEAST ON AIRPORT ROAD (STATE ROUTE
 AA9260'1006) FOR 1.2 MI (1.9 KM) TO A PAVED ROAD RIGHT.  TURN RIGHT AND
 AA9260'PROCEED 0.1 MI (0.2 KM) TO THE AIRPORT.
 AA9260' 
 AA9260'TO REACH THE STATION FROM THE CHAIN LINK FENCE GATE NEAR THE
 AA9260'SOUTHWEST CORNER OF THE PARKING LOT FOR THE FLIGHT OPERATIONS
 AA9260'OFFICE, PROCEED WEST ACROSS RAMP AND ONTO PARALLEL TAXIWAY FOR
 AA9260'0.5 MI (0.8 KM) TO A CONNECTING TAXIWAY.  TURN RIGHT AND PROCEED
 AA9260'0.1 MI (0.2 KM) SOUTH, CROSSING THE RUNWAY TO THE STATION ON THE
 AA9260'LEFT.
 AA9260' 
 AA9260' 
 AA9260' 
 AA9260'
 AA9260
 AA9260                          STATION RECOVERY (2001)
 AA9260
 AA9260'RECOVERY NOTE BY PA DEPT OF TRANSP 2001
 AA9260'RECOVERED IN GOOD CONDITION.
 AA9260
 AA9260                          STATION RECOVERY (2005)
 AA9260
 AA9260'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 AA9260'RECOVERED IN GOOD CONDITION.
 AA9260
 AA9260                          STATION RECOVERY (2005)
 AA9260
 AA9260'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 AA9260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9261 ***********************************************************************
 AA9261  SACS        -  This is a Secondary Airport Control Station.
 AA9261  DESIGNATION -  IDI B
 AA9261  PID         -  AA9261
 AA9261  STATE/COUNTY-  PA/INDIANA
 AA9261  USGS QUAD   -  CLYMER (1981)
 AA9261
 AA9261                         *CURRENT SURVEY CONTROL
 AA9261  ___________________________________________________________________
 AA9261* NAD 83(1992)-  40 37 52.54125(N)    079 05 54.27378(W)     ADJUSTED  
 AA9261* NAVD 88     -       427.51   (meters)    1402.6    (feet)  GPS OBS   
 AA9261  ___________________________________________________________________
 AA9261  X           -     916,801.743 (meters)                     COMP
 AA9261  Y           -  -4,760,172.254 (meters)                     COMP
 AA9261  Z           -   4,131,689.787 (meters)                     COMP
 AA9261  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 AA9261  ELLIP HEIGHT-         394.78  (meters)          (08/09/01) GPS OBS
 AA9261  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 AA9261
 AA9261  HORZ ORDER  -  FIRST
 AA9261  ELLP ORDER  -  FOURTH    CLASS II
 AA9261
 AA9261.This mark is at Indiana Co Jimmy Stewart Fld Airport (IDI)
 AA9261
 AA9261.The horizontal coordinates were established by GPS observations
 AA9261.and adjusted by the National Geodetic Survey in April 1998..
 AA9261
 AA9261.The orthometric height was determined by GPS observations and a
 AA9261.high-resolution geoid model.
 AA9261
 AA9261.GPS derived orthometric heights for airport stations designated as
 AA9261.PACS or SACS are published to 2 decimal places.  This maintains
 AA9261.centimeter relative accuracy between the PACS and SACS.  It does
 AA9261.not indicate centimeter accuracy relative to other marks which are
 AA9261.part of the NAVD 88 network.
 AA9261
 AA9261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9261
 AA9261.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9261
 AA9261.The ellipsoidal height was determined by GPS observations
 AA9261.and is referenced to NAD 83.
 AA9261
 AA9261.The geoid height was determined by GEOID03.
 AA9261
 AA9261;                    North         East     Units Scale Factor Converg.
 AA9261;SPC PA S     -   144,987.413   485,929.921   MT  0.99996445   -0 52 29.4
 AA9261;SPC PA S     -   475,679.54  1,594,255.08   sFT  0.99996445   -0 52 29.4
 AA9261;UTM  17      - 4,499,563.081   660,819.179   MT  0.99991835   +1 14 18.8
 AA9261
 AA9261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9261!SPC PA S     -   0.99993808  x   0.99996445  =   0.99990253
 AA9261!UTM  17      -   0.99993808  x   0.99991835  =   0.99985643
 AA9261
 AA9261                          SUPERSEDED SURVEY CONTROL
 AA9261
 AA9261  ELLIP H (04/02/98)  394.82   (m)                       GP(       ) 4 2
 AA9261  NAD 83(1993)-  40 37 52.54157(N)    079 05 54.27390(W) AD(       ) 1
 AA9261  ELLIP H (11/30/95)  394.82   (m)                       GP(       ) 4 2
 AA9261
 AA9261.Superseded values are not recommended for survey control.
 AA9261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9261.See file dsdata.txt to determine how the superseded data were derived.
 AA9261
 AA9261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE6081999563(NAD 83)
 AA9261_MARKER: I = METAL ROD
 AA9261_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA9261_STAMPING: IDI B 1994
 AA9261_MARK LOGO: NGS   
 AA9261_PROJECTION: FLUSH
 AA9261_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9261+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1994
 AA9261_ROD/PIPE-DEPTH: 1.8  meters
 AA9261_SLEEVE-DEPTH  : 1.0 meters
 AA9261
 AA9261  HISTORY     - Date     Condition        Report By
 AA9261  HISTORY     - 1994     MONUMENTED       NGS
 AA9261  HISTORY     - 19940908 GOOD             NOS
 AA9261  HISTORY     - 19960829 GOOD             NGS
 AA9261
 AA9261                          STATION DESCRIPTION
 AA9261
 AA9261'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (RAH)
 AA9261'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTHEAST OF INDIANA, AT
 AA9261'THE INDIANA COUNTY AIRPORT, JIMMY STEWART FIELD, NEAR THE END OF
 AA9261'RUNWAY END 28.  OWNERSHIP--INDIANA COUNTY.
 AA9261' 
 AA9261'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 119 AND STATE
 AA9261'HIGHWAY 286, JUST NORTHEAST OF INDIANA, GO NORTHEAST 0.5 MI (0.8 KM)
 AA9261'ON STATE HIGHWAY 286 FOR 0.5 MI (0.8 KM) TO AIRPORT ROAD ON THE RIGHT.
 AA9261'TURN RIGHT AND GO SOUTHEAST FOR 1.2 MI (1.9 KM) TO A PAVED ROAD RIGHT.
 AA9261'TURN RIGHT ON THE PAVED ROAD AND GO 0.1 MI (0.2 KM) TO THE AIRPORT.
 AA9261'TO REAH THE STATION FROM A CHAIN LINK FENCE GATE NEAR THE SOUTHWEST
 AA9261'CORNER OF PARKING LOT FOR THE FLIGHT OPERATIONS OFFICE, GO EAST ACROSS
 AA9261'A RAMP AND ON A PARALLEL TAXIWAY FOR 0.32 KM (0.20 MI) TO A CONNECTING
 AA9261'TAXIWAY RIGHT, TURN RIGHT AND GO SOUTH ON THE TAXIWAY AND CROSS THE
 AA9261'RUNWAY TO THE STATION.
 AA9261' 
 AA9261'LOCATED 40.9 M (134.2 FT) SOUTHEAST FROM A VASI LIGHT, 40.3 M (132.2
 AA9261'FT) SOUTH FROM THE CENTERLINE END OF RUNWAY 28, 9.5 M (31.2 FT)
 AA9261'SOUTHWEST FROM REIL 28.
 AA9261' 
 AA9261'DESCRIBED BY KLF.
 AA9261
 AA9261                          STATION RECOVERY (1996)
 AA9261
 AA9261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9261'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION. THE
 AA9261'STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTHEAST OF INDIANA, AT THE
 AA9261'INDIANA COUNTY AIRPORT, JIMMY STEWART FIELD, NEAR THE END OF RUNWAY
 AA9261'END 28.  OWNERSHIP--INDIANA COUNTY.  TO REACH THE STATION FROM THE
 AA9261'JUNCTION OF STATE HIGHWAY 119 AND STATE HIGHWAY 286, JUST NORTHEAST OF
 AA9261'INDIANA, GO NORTHEAST 0.5 MI (0.8 KM) ON STATE HIGHWAY 286 FOR 0.5 MI
 AA9261'(0.8 KM) TO AIRPORT ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHEAST
 AA9261'FOR 1.2 MI (1.9 KM) TO A PAVED ROAD RIGHT.  TURN RIGHT ON THE PAVED
 AA9261'ROAD AND GO 0.1 MI (0.2 KM) TO THE AIRPORT.  TO REAH THE STATION FROM
 AA9261'A CHAIN LINK FENCE GATE NEAR THE SOUTHWEST CORNER OF PARKING LOT FOR
 AA9261'THE FLIGHT OPERATIONS OFFICE, GO EAST ACROSS A RAMP AND ON A PARALLEL
 AA9261'TAXIWAY FOR 0.32 KM (0.20 MI) TO A CONNECTING TAXIWAY RIGHT, TURN
 AA9261'RIGHT AND GO SOUTH ON THE TAXIWAY AND CROSS THE RUNWAY TO THE STATION.
 AA9261'LOCATED 40.9 M (134.2 FT) SOUTHEAST FROM A VASI LIGHT, 40.3 M (132.2
 AA9261'FT) SOUTH FROM THE CENTERLINE END OF RUNWAY 28, 9.5 M (31.2 FT)
 AA9261'SOUTHWEST FROM REIL 28.THE STATION IS TOP CENTER OF A STAINLESS STEEL
 AA9261'ROD DRIVEN TO REFUSAL WITH GREASE SLEEVE ENCASED IN A NGS LOGO
 AA9261'CAP.DESCRIBED BY KLF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9262 ***********************************************************************
 AA9262  SACS        -  This is a Secondary Airport Control Station.
 AA9262  DESIGNATION -  IDI C
 AA9262  PID         -  AA9262
 AA9262  STATE/COUNTY-  PA/INDIANA
 AA9262  USGS QUAD   -  CLYMER (1981)
 AA9262
 AA9262                         *CURRENT SURVEY CONTROL
 AA9262  ___________________________________________________________________
 AA9262* NAD 83(1992)-  40 37 53.85622(N)    079 06 10.20862(W)     ADJUSTED  
 AA9262* NAVD 88     -       424.08   (meters)    1391.3    (feet)  GPS OBS   
 AA9262  ___________________________________________________________________
 AA9262  X           -     916,428.511 (meters)                     COMP
 AA9262  Y           -  -4,760,214.572 (meters)                     COMP
 AA9262  Z           -   4,131,718.339 (meters)                     COMP
 AA9262  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 AA9262  ELLIP HEIGHT-         391.35  (meters)          (08/09/01) GPS OBS
 AA9262  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 AA9262
 AA9262  HORZ ORDER  -  FIRST
 AA9262  ELLP ORDER  -  FOURTH    CLASS II
 AA9262
 AA9262.This mark is at Indiana Co Jimmy Stewart Fld Airport (IDI)
 AA9262
 AA9262.The horizontal coordinates were established by GPS observations
 AA9262.and adjusted by the National Geodetic Survey in April 1998..
 AA9262
 AA9262.The orthometric height was determined by GPS observations and a
 AA9262.high-resolution geoid model.
 AA9262
 AA9262.GPS derived orthometric heights for airport stations designated as
 AA9262.PACS or SACS are published to 2 decimal places.  This maintains
 AA9262.centimeter relative accuracy between the PACS and SACS.  It does
 AA9262.not indicate centimeter accuracy relative to other marks which are
 AA9262.part of the NAVD 88 network.
 AA9262
 AA9262.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9262
 AA9262.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9262
 AA9262.The ellipsoidal height was determined by GPS observations
 AA9262.and is referenced to NAD 83.
 AA9262
 AA9262.The geoid height was determined by GEOID03.
 AA9262
 AA9262;                    North         East     Units Scale Factor Converg.
 AA9262;SPC PA S     -   145,033.696   485,556.121   MT  0.99996447   -0 52 39.8
 AA9262;SPC PA S     -   475,831.38  1,593,028.71   sFT  0.99996447   -0 52 39.8
 AA9262;UTM  17      - 4,499,595.545   660,443.943   MT  0.99991686   +1 14 08.5
 AA9262
 AA9262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9262!SPC PA S     -   0.99993861  x   0.99996447  =   0.99990309
 AA9262!UTM  17      -   0.99993861  x   0.99991686  =   0.99985548
 AA9262
 AA9262                          SUPERSEDED SURVEY CONTROL
 AA9262
 AA9262  ELLIP H (04/02/98)  391.39   (m)                       GP(       ) 4 2
 AA9262  NAD 83(1993)-  40 37 53.85654(N)    079 06 10.20874(W) AD(       ) 1
 AA9262  ELLIP H (11/30/95)  391.39   (m)                       GP(       ) 4 2
 AA9262
 AA9262.Superseded values are not recommended for survey control.
 AA9262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9262.See file dsdata.txt to determine how the superseded data were derived.
 AA9262
 AA9262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE6044499596(NAD 83)
 AA9262_MARKER: DH = HORIZONTAL CONTROL DISK
 AA9262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9262_STAMPING: IDI C 1994
 AA9262_MARK LOGO: NGS   
 AA9262_PROJECTION: FLUSH
 AA9262_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9262+STABILITY: SURFACE MOTION
 AA9262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9262+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1994
 AA9262
 AA9262  HISTORY     - Date     Condition        Report By
 AA9262  HISTORY     - 1994     MONUMENTED       NGS
 AA9262  HISTORY     - 19940908 GOOD             NGS
 AA9262  HISTORY     - 19960829 GOOD             NGS
 AA9262
 AA9262                          STATION DESCRIPTION
 AA9262
 AA9262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9262'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTHEAST OF INDIANA, AT
 AA9262'THE INDIANA COUNTY AIRPORT, JIMMY STEWART FIELD, NEAR THE END OF
 AA9262'RUNWAY END 10.  OWNERSHIP--INDIANA COUNTY.  TODD HEMING, AIRPORT
 AA9262'MANAGER, 398 AIRPORT ROAD, INDIANA, PA 15701, PHONE (412) 483-3883.
 AA9262' 
 AA9262'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 119 AND STATE
 AA9262'HIGHWAY 286, JUST NORTHEAST OF INDIANA, GO NORTHEAST 0.5 MI (0.8 KM)
 AA9262'ON STATE HIGHWAY 286 FOR 0.5 MI (0.8 KM) TO AIRPORT ROAD ON THE RIGHT.
 AA9262'TURN RIGHT AND GO SOUTHEAST FOR 1.2 MI (1.9 KM) TO A PAVED ROAD RIGHT.
 AA9262'TURN RIGHT ON THE PAVED ROAD AND GO 0.1 MI (0.2 KM) TO THE AIRPORT.
 AA9262'TO REACH THE STATION FROM A CHAIN LINK FENCE GATE NEAR THE SOUTHWEST
 AA9262'CORNER OF THE PARKING LOT FOR THE FLIGHT OPERATIONS OFFICE, GO SOUTH
 AA9262'0.16 KM (0.10 MI) CROSS RAMP ONTO A CONNECTING TAXIWAY AND CROSS THE
 AA9262'RUNWAY TO THE STATION ON THE RIGHT.
 AA9262' 
 AA9262'LOCATED 41.1 M (134.8 FT) SOUTH FROM THE CENTERLINE OF RUNWAY 10-28,
 AA9262'297.0 FT (90.5 M) WEST FROM RUNWAY END 28, 24.5 M (80.4 FT)
 AA9262'WEST-NORTHWEST FROM A WITNESS POST.
 AA9262' 
 AA9262'DESCRIBED BY KLF.
 AA9262
 AA9262                          STATION RECOVERY (1996)
 AA9262
 AA9262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9262'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION. THE
 AA9262'STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTHEAST OF INDIANA, AT THE
 AA9262'INDIANA COUNTY AIRPORT, JIMMY STEWART FIELD, NEAR THE END OF RUNWAY
 AA9262'END 10.  OWNERSHIP--INDIANA COUNTY.  TODD HEMING, AIRPORT MANAGER, 398
 AA9262'AIRPORT ROAD, INDIANA, PA 15701, PHONE (412) 483-3883. TO REACH THE
 AA9262'STATION FROM THE JUNCTION OF STATE HIGHWAY 119 AND STATE HIGHWAY 286,
 AA9262'JUST NORTHEAST OF INDIANA, GO NORTHEAST 0.5 MI (0.8 KM) ON STATE
 AA9262'HIGHWAY 286 FOR 0.5 MI (0.8 KM) TO AIRPORT ROAD ON THE RIGHT.  TURN
 AA9262'RIGHT AND GO SOUTHEAST FOR 1.2 MI (1.9 KM) TO A PAVED ROAD RIGHT.
 AA9262'TURN RIGHT ON THE PAVED ROAD AND GO 0.1 MI (0.2 KM) TO THE AIRPORT.
 AA9262'TO REACH THE STATION FROM A CHAIN LINK FENCE GATE NEAR THE SOUTHWEST
 AA9262'CORNER OF THE PARKING LOT FOR THE FLIGHT OPERATIONS OFFICE, GO SOUTH
 AA9262'0.16 KM (0.10 MI) CROSS RAMP ONTO A CONNECTING TAXIWAY AND CROSS THE
 AA9262'RUNWAY TO THE STATION ON THE RIGHT.  LOCATED 41.1 M (134.8 FT) SOUTH
 AA9262'FROM THE CENTERLINE OF RUNWAY 10-28, 297.0 FT (90.5 M) WEST FROM
 AA9262'RUNWAY END 28, 24.5 M (80.4 FT) WEST-NORTHWEST FROM A WITNESS POST.
 AA9262'THE STATION IS A NGS HORIZONTAL CONTROL DISK SET IN A CONCRETE
 AA9262'POST.DESCRIBED BY KLF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0296 ***********************************************************************
 KY0296  DESIGNATION -  IDLEWOOD
 KY0296  PID         -  KY0296
 KY0296  STATE/COUNTY-  PA/ALLEGHENY
 KY0296  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0296
 KY0296                         *CURRENT SURVEY CONTROL
 KY0296  ___________________________________________________________________
 KY0296* NAD 83(1986)-  40 24 59.     (N)    080 04 58.     (W)     SCALED    
 KY0296* NAVD 88     -       242.084  (meters)     794.24   (feet)  ADJUSTED  
 KY0296  ___________________________________________________________________
 KY0296  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KY0296  DYNAMIC HT  -         241.959 (meters)     793.83  (feet)  COMP
 KY0296  MODELED GRAV-     980,100.7   (mgal)                       NAVD 88
 KY0296
 KY0296  VERT ORDER  -  SECOND    CLASS 0
 KY0296
 KY0296.The horizontal coordinates were scaled from a topographic map and have
 KY0296.an estimated accuracy of +/- 6 seconds.
 KY0296
 KY0296.The orthometric height was determined by differential leveling
 KY0296.and adjusted by the National Geodetic Survey in June 1991..
 KY0296
 KY0296.The geoid height was determined by GEOID03.
 KY0296
 KY0296.The dynamic height is computed by dividing the NAVD 88
 KY0296.geopotential number by the normal gravity value computed on the
 KY0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0296.degrees latitude (g = 980.6199 gals.).
 KY0296
 KY0296.The modeled gravity was interpolated from observed gravity values.
 KY0296
 KY0296;                    North         East    Units  Estimated Accuracy
 KY0296;SPC PA S     -   122,870.      402,040.      MT  (+/- 180 meters Scaled)
 KY0296
 KY0296                          SUPERSEDED SURVEY CONTROL
 KY0296
 KY0296  NGVD 29 (??/??/92)  242.232  (m)          794.72   (f) ADJ UNCH    2 0
 KY0296
 KY0296.Superseded values are not recommended for survey control.
 KY0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0296.See file dsdata.txt to determine how the superseded data were derived.
 KY0296
 KY0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE778743(NAD 83)
 KY0296_MARKER: DB = BENCH MARK DISK
 KY0296_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0296_SP_SET: CONC BLOCK
 KY0296_STAMPING: IDLEWOOD 1960
 KY0296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0296
 KY0296  HISTORY     - Date     Condition        Report By
 KY0296  HISTORY     - 1960     MONUMENTED       CGS
 KY0296
 KY0296                          STATION DESCRIPTION
 KY0296
 KY0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0296'0.8 MI NE FROM CARNEGIE.
 KY0296'ABOUT 0.8 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KY0296'MAIN STREET BRIDGE OVER CHARTIERS CREEK AT CARNEGIE, ABOUT
 KY0296'1.0 MILE SOUTHWEST OF RAILROAD OVERPASS OVER IDLEWOOD ROAD AT
 KY0296'IDLEWOOD, IN THE TOP OF A 24-INCH SQUARE CONCRETE BLOCK AT
 KY0296'EAST CORNER OF OVERPASS OVER BELLE AVENUE, 4 1/2 FEET NORTHEAST
 KY0296'OF OVERPASS, 8 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL OF 5 TRACKS
 KY0296'AND ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1066 ***********************************************************************
 LY1066  DESIGNATION -  II
 LY1066  PID         -  LY1066
 LY1066  STATE/COUNTY-  PA/WAYNE
 LY1066  USGS QUAD   -  HONESDALE (1980)
 LY1066
 LY1066                         *CURRENT SURVEY CONTROL
 LY1066  ___________________________________________________________________
 LY1066* NAD 83(1986)-  41 34 35.     (N)    075 15 29.     (W)     SCALED    
 LY1066* NAVD 88     -       299.15   (+/-2cm)     981.5    (feet)  VERTCON   
 LY1066  ___________________________________________________________________
 LY1066  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 LY1066
 LY1066  VERT ORDER  -  ? (See Below)
 LY1066
 LY1066.The horizontal coordinates were scaled from a topographic map and have
 LY1066.an estimated accuracy of +/- 6 seconds.
 LY1066
 LY1066.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY1066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY1066.The vertical order pertains to the NGVD 29 superseded value.
 LY1066
 LY1066.The geoid height was determined by GEOID03.
 LY1066
 LY1066;                    North         East    Units  Estimated Accuracy
 LY1066;SPC PA N     -   159,550.      807,790.      MT  (+/- 180 meters Scaled)
 LY1066
 LY1066                          SUPERSEDED SURVEY CONTROL
 LY1066
 LY1066  NGVD 29 (??/??/92)  299.336  (m)          982.07   (f) ADJ UNCH    ?  
 LY1066
 LY1066.Superseded values are not recommended for survey control.
 LY1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1066.See file dsdata.txt to determine how the superseded data were derived.
 LY1066
 LY1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM784027(NAD 83)
 LY1066_MARKER: DD = SURVEY DISK
 LY1066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1066_SP_SET: ABUTMENT
 LY1066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1066
 LY1066  HISTORY     - Date     Condition        Report By
 LY1066  HISTORY     - UNK      MONUMENTED       PADH
 LY1066  HISTORY     - 1951     GOOD             NGS
 LY1066  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LY1066  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LY1066
 LY1066                          STATION DESCRIPTION
 LY1066
 LY1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LY1066'AT HONESDALE.
 LY1066'AT HONESDALE, WAYNE COUNTY, ABOUT 1/4 MILE (AIR LINE) NORTHWEST
 LY1066'OF THE COURTHOUSE, AT THE BRIDGE CARRYING U.S. HIGHWAYS 6 AND 106
 LY1066'AND STATE HIGHWAY 90 OVER LACKAWAXEN RIVER, ON THE UPSTREAM END
 LY1066'OF THE WEST ABUTMENT.  A PENNSLYVANIA DEPARTMENT OF HIGHWAYS
 LY1066'STANDARD DISK.
 LY1066
 LY1066                          STATION RECOVERY (1988)
 LY1066
 LY1066'RECOVERY NOTE BY US POWER SQUADRON 1988 (LRF)
 LY1066'MARK NOT FOUND.
 LY1066
 LY1066                          STATION RECOVERY (1989)
 LY1066
 LY1066'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 LY1066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1954 ***********************************************************************
 MB1954  DESIGNATION -  ILLIFF
 MB1954  PID         -  MB1954
 MB1954  STATE/COUNTY-  PA/MERCER
 MB1954  USGS QUAD   -  GREENVILLE EAST (1970)
 MB1954
 MB1954                         *CURRENT SURVEY CONTROL
 MB1954  ___________________________________________________________________
 MB1954* NAD 83(1992)-  41 28 06.88854(N)    080 16 34.47052(W)     ADJUSTED  
 MB1954* NAVD 88     -       431.     (meters)    1414.     (feet)  SCALED    
 MB1954  ___________________________________________________________________
 MB1954  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 MB1954  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 MB1954
 MB1954  HORZ ORDER  -  SECOND
 MB1954
 MB1954.The horizontal coordinates were established by classical geodetic methods
 MB1954.and adjusted by the National Geodetic Survey in June 2002..
 MB1954
 MB1954.The orthometric height was scaled from a topographic map.
 MB1954
 MB1954.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1954
 MB1954.The geoid height was determined by GEOID03.
 MB1954
 MB1954;                    North         East     Units Scale Factor Converg.
 MB1954;SPC PA N     -   147,660.073   389,005.514   MT  0.99995724   -1 40 16.4
 MB1954;SPC PA N     -   484,448.09  1,276,262.26   sFT  0.99995724   -1 40 16.4
 MB1954;UTM  17      - 4,591,028.808   560,436.252   MT  0.99964495   +0 28 45.5
 MB1954
 MB1954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1954!SPC PA N     -   0.99993770  x   0.99995724  =   0.99989494
 MB1954!UTM  17      -   0.99993770  x   0.99964495  =   0.99958267
 MB1954
 MB1954:                Primary Azimuth Mark                     Grid Az
 MB1954:SPC PA N     -  ILLIFF AZ MK                             014 56 07.0
 MB1954:UTM  17      -  ILLIFF AZ MK                             012 47 05.1
 MB1954
 MB1954|---------------------------------------------------------------------|
 MB1954| PID    Reference Object                     Distance      Geod. Az  |
 MB1954|                                                           dddmmss.s |
 MB1954| CX4734 ILLIFF AZ MK                                       0131550.6 |
 MB1954| MB1859 GENEVA KEYSTONE ORD CEN TANK        APPROX. 9.0 KM 0265853.9 |
 MB1954| MB1857 GENEVA KEYSTONE ORD STANDPIPE       APPROX. 9.1 KM 0360506.1 |
 MB1954| CX4736 ILLIFF RM 1                          47.048 METERS 17552     |
 MB1954| CX4735 ILLIFF AZ MK RESET                                 2182817.1 |
 MB1954| CX4737 ILLIFF RM 2                          61.161 METERS 28837     |
 MB1954| MB1866 ATLANTIC ATT MICROWAVE MAST         APPROX. 5.1 KM 3264740.2 |
 MB1954|---------------------------------------------------------------------|
 MB1954
 MB1954                          SUPERSEDED SURVEY CONTROL
 MB1954
 MB1954  NAD 83(1995)-  41 28 06.89013(N)    080 16 34.47409(W) AD(       ) 2
 MB1954  NAD 83(1986)-  41 28 06.89296(N)    080 16 34.47525(W) AD(       ) 2
 MB1954  NAD 27      -  41 28 06.70000(N)    080 16 35.24400(W) AD(       ) 2
 MB1954
 MB1954.Superseded values are not recommended for survey control.
 MB1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1954.See file dsdata.txt to determine how the superseded data were derived.
 MB1954
 MB1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF6043691029(NAD 83)
 MB1954_MARKER: Z = SEE DESCRIPTION
 MB1954_SETTING: 0 = UNSPECIFIED SETTING
 MB1954
 MB1954  HISTORY     - Date     Condition        Report By
 MB1954  HISTORY     - 1937     MONUMENTED       PAGS
 MB1954  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MB1954  HISTORY     - 1961     SEE DESCRIPTION  CGS
 MB1954
 MB1954                          STATION DESCRIPTION
 MB1954
 MB1954'DESCRIBED BY PENNSYLVANIA GEODETIC SURVEY 1937
 MB1954'FROM GREENVILLE 2.7 MILES E ON STATE ROUTE 358, THENCE NE 3.5 MILES
 MB1954'ON ROUTE 43046, THENCE E 1.5 MILES ON ROUTE 43066, THENCE N 0.5
 MB1954'MILE ALONG DIRT ROAD TO PROPERTY OF C.L. ILLIFF.  STATION IS S OF
 MB1954'GARDEN FENCE CORNER (SE CORNER).  MARK IS SET FLUSH WITH SURFACE.
 MB1954'
 MB1954'SURFACE, UNDERGROUND, AND REFERENCE MARK NO. 1 ARE PA. COORDINATE
 MB1954'SYSTEM DISKS SET IN SQUARE BLOCKS OF CONCRETE.
 MB1954'
 MB1954'REFERENCE MARK NO. 2, AND AZIMUTH MARK ARE PA. COORDINATE SYSTEM
 MB1954'STANDARD BRONZE DISKS SET IN BOULDERS.
 MB1954'
 MB1954'REFERENCE MARK NO. 1 IS S OF STATION IN EDGE OF WOODS.  REFERENCE
 MB1954'MARK NO. 2 IS NW OF STATION IN CORNER OF FENCE LINE.  AZIMUTH MARK
 MB1954'IS N OF STATION.  TO REACH GO 0.7 MILE TO ROUTE 43089, THENCE RIGHT
 MB1954'0.2 MILE TO MARK ON LEFT OF ROAD.
 MB1954'
 MB1954'HEIGHT OF LIGHT ABOVE STATION MARK - 22.5 METERS.
 MB1954
 MB1954                          STATION RECOVERY (1960)
 MB1954
 MB1954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 MB1954'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 MB1954'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS
 MB1954'RECOVERED BUT IT APPEARS TO HAVE BEEN HIT AND THE ARROW IS POINTING
 MB1954'ABOUT 10 DEGREES OFF THE STATION, HOWEVER, THE MARK APPEARS TO BE
 MB1954'FIRM IN THE GROUND.  THE PROPERTY IS NOW OWNED BY LEON RHODES.  A
 MB1954'COMPLETE NEW DESCRIPTION FOLLOWS- STATION IS LOCATED ABOUT 7
 MB1954'MILES NORTHEAST OF GREENVILLE, ABOUT 3.8 MILES NORTHWEST OF
 MB1954'SHEAKLEYVILLE, AND IN A BRUSH THICKET NEAR THE NORTHWEST CORNER OF A
 MB1954'LARGE BODY OF WOODS.  IT IS 535 FEET EAST OF THE CENTER LINE OF A
 MB1954'NORTH- SOUTH GRAVEL ROAD, 68 FEET EAST OF THE EXTREME NORTHWEST
 MB1954'CORNER OF THE WOODS, 32 FEET WEST OF A TRIANGLE BLAZE ON A 15 INCH
 MB1954'OAK TREE, 33.5 FEET SOUTH OF THE CENTER OF A 30 INCH TREE STUMP, AND
 MB1954'2 FEET WEST OF A C. AND G.S. WITNESS SIGN.  THE MARK IN A PENNA.
 MB1954'COORDINATE SYSTEM DISK SET IN THE TOP OF A SQUARE BLOCK OF CONCRETE 3
 MB1954'INCHES BELOW THE GROUND, STAMPED ILLIFF 1937.  (NOTES 1A, 7A).
 MB1954'
 MB1954'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION AND IN THE WOODS.  IT IS
 MB1954'185 FEET SOUTH OF THE NORTH EDGE OF THE WOODS, 60 FEET EAST OF THE
 MB1954'WEST EDGE OF THE WOODS, 17.7 FEET EAST OF A 24 INCH TWIN TRUNK MAPLE
 MB1954'TREE, AND 36 FEET SOUTH OF AN 18 INCH APPLE TREE.  THE MARK IS A
 MB1954'PENNA. COORDINATE SYSTEM DISK SET IN THE TOP OF A SQUARE BLOCK OF
 MB1954'CONCRETE PROJECTING 8 INCHES, STAMPED IFFIFF NO 1 1937.  (11A).
 MB1954'
 MB1954'REFERENCE MARK NO. 2 IS WEST OF THE STATION AND IN THE BACK YARD OF A
 MB1954'SMALL TENANT HOUSE.  IT IS 14 FEET NORTH OF THE CENTER OF A FARM
 MB1954'TRAIL ALONG THE NORTH EDGE OF A FIELD, 114 FEET SOUTH OF THE MOST
 MB1954'SOUTHERLY OF TWO LARGE MAPLE TREES, AND 11 FEET WEST OF A 10 INCH
 MB1954'TREE STUMP STANDING 4 FEET HIGH.  THE MARK IS A PENNA. COORDINATE
 MB1954'SYSTEM DISK SET IN THE TOP OF AN IRREGULAR SHAPED BOULDER
 MB1954'PROJECTING 2 INCHES, STAMPED ILLIFF NO 2 1937.
 MB1954'
 MB1954'THE AZIMUTH MARK IS ABOUT 0.6 MILE NORTH OF THE STATION, ON THE NORTH
 MB1954'SIDE OF A GRAVEL ROAD, AND IN THE FRONT YARD AT A TWO STORY WHITE
 MB1954'HOUSE.  IT IS 26 FEET NORTH OF THE CENTER LINE OF THE ROAD, 34.9 FEET
 MB1954'SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE, 44.2 FEET SOUTHEAST OF
 MB1954'THE SOUTHWEST CORNER OF THE HOUSE, AND 39.5 FEET EAST OF A 30 INCH
 MB1954'CHERRY TREE.  THE MARK IS A PENNA. COORDINATE SYSTEM DISK SET IN
 MB1954'THE TOP OF AN IRREGULAR SHAPED BOULDER PROJECTING 1 INCH, STAMPED
 MB1954'ILLIFF 1937.  TO REACH FROM THE STATION, GO NORTH ON GRAVEL ROAD FOR
 MB1954'0.5 MILE, TURN RIGHT AND GO EAST FOR 0.25 MILE TO HOUSE AND MARK
 MB1954'ON LEFT.
 MB1954'
 MB1954'TO REACH THE STATION FROM GREENVILLE, FROM PENN HIGH SCHOOL ON MAIN
 MB1954'STREET, GO EAST ON U.S. HIGHWAY 322 ALT. FOR 2.6 MILES, TURN LEFT
 MB1954'ON ROUTE 43046 AND GO NORTHEAST FOR 3.5 MILES TO ROAD FORK, TURN
 MB1954'RIGHT ON ROUTE 43066 AND GO EAST FOR 1.5 MILES TO NEW SALEM CHURCH
 MB1954'ON RIGHT, TURN LEFT ON GRAVEL ROAD JUST BEYOND CHURCH AND GO NORTH
 MB1954'FOR 0.5 MILE TO TWO SMALL TENANT HOUSES ON RIGHT, TURN RIGHT INTO
 MB1954'DRIVE AND GO EAST ALONG FARM TRAIL FOR 535 FEET TO STATION ON RIGHT
 MB1954'AS DESCRIBED.
 MB1954
 MB1954                          STATION RECOVERY (1961)
 MB1954
 MB1954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RWT)
 MB1954'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 MB1954'AND IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 MB1954'NOT FOUND.  A NEW AZIMUTH MARK WAS ESTABLISHED.  A COMPLETE
 MB1954'DESCRIPTION FOLLOWS-
 MB1954'
 MB1954'TO REACH THE STATION FROM THE POST OFFICE IN SHEAKLEYVILLE, GO NORTH
 MB1954'ON U.S. HIGHWAY 19 FOR 0.25 MILE TO A PAVED SIDE ROAD LEFT (COUNTY
 MB1954'HIGHWAY 43067), TURN LEFT AND GO WEST ON COUNTY HIGHWAY 43067 FOR 2.2
 MB1954'MILES TO A Y-INTERSECTION, BEAR LEFT AND ON A MACADAM ROAD FOR 2.2
 MB1954'MILES TO A GRAVELED SIDE ROAD RIGHT (JUST BEFORE REACHING THE SALEM
 MB1954'METHODIST CHURCH ON THE LEFT).  TURN RIGHT AND GO NORTH ON THE
 MB1954'GRAVELED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 MB1954'NORTH ON THE GRAVELED ROAD FOR 0.15 MILE TO A DRIVEWAY RIGHT AND MR.
 MB1954'HAKANSONS MAIL BOX ON THE RIGHT.  TURN RIGHT AND GO EAST ON THE
 MB1954'GRAVELED DRIVEWAY FOR ABOUT 250.0 FEET TO A SMALL FRAME HOUSE, PASS
 MB1954'TO THE RIGHT OF THE HOUSE AND CONTINUE EAST ON A FIELD ROAD FOR
 MB1954'ABOUT 250.0 FEET TO THE EDGE OF THE WOODS AND THE STATION ON THE
 MB1954'RIGHT.
 MB1954'
 MB1954'AZIMUTH MARK, IS A STANDARD DISK STAMPED ILLIFF 1937 RESET 1961, SET
 MB1954'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES ABOVE
 MB1954'THE GROUND SURFACE.  IT IS 3.5 FEET EAST-SOUTHEAST OF A STANDARD
 MB1954'METAL WITNESS POST AND MARKER, 9.5 FEET NORTH-NORTHEAST OF A 15-INCH
 MB1954'TRIANGULAR BLAZED OAK TREE AND 11.6 FEET NORTHWEST OF THE APPROXIMATE
 MB1954'CENTER OF THE GRAVELED ROAD.
 MB1954'
 MB1954'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3813 ***********************************************************************
 KV3813  DESIGNATION -  IMMACULATA
 KV3813  PID         -  KV3813
 KV3813  STATE/COUNTY-  PA/CHESTER
 KV3813  USGS QUAD   -  MALVERN (1983)
 KV3813
 KV3813                         *CURRENT SURVEY CONTROL
 KV3813  ___________________________________________________________________
 KV3813* NAD 83(1996)-  40 01 40.95720(N)    075 34 18.63572(W)     ADJUSTED  
 KV3813* NAVD 88     -       179.1    (meters)     588.     (feet)  GPS OBS   
 KV3813  ___________________________________________________________________
 KV3813  X           -   1,218,624.542 (meters)                     COMP
 KV3813  Y           -  -4,736,564.645 (meters)                     COMP
 KV3813  Z           -   4,080,464.030 (meters)                     COMP
 KV3813  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 KV3813  ELLIP HEIGHT-         145.56  (meters)          (08/10/01) GPS OBS
 KV3813  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 KV3813
 KV3813  HORZ ORDER  -  FIRST
 KV3813  ELLP ORDER  -  FOURTH    CLASS II
 KV3813
 KV3813.The horizontal coordinates were established by classical geodetic methods
 KV3813.and adjusted by the National Geodetic Survey in August 2001..
 KV3813
 KV3813.The orthometric height was determined by GPS observations and a
 KV3813.high-resolution geoid model.
 KV3813
 KV3813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV3813
 KV3813.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3813
 KV3813.The ellipsoidal height was determined by GPS observations
 KV3813.and is referenced to NAD 83.
 KV3813
 KV3813.The geoid height was determined by GEOID03.
 KV3813
 KV3813;                    North         East     Units Scale Factor Converg.
 KV3813;SPC PA S     -    79,429.633   785,903.741   MT  0.99998654   +1 24 47.4
 KV3813;SPC PA S     -   260,595.39  2,578,419.19   sFT  0.99998654   +1 24 47.4
 KV3813;UTM  18      - 4,431,026.404   451,207.464   MT  0.99962931   -0 22 04.1
 KV3813
 KV3813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3813!SPC PA S     -   0.99997717  x   0.99998654  =   0.99996371
 KV3813!UTM  18      -   0.99997717  x   0.99962931  =   0.99960648
 KV3813
 KV3813|---------------------------------------------------------------------|
 KV3813| PID    Reference Object                     Distance      Geod. Az  |
 KV3813|                                                           dddmmss.s |
 KV3813| KV3814 EXTON IMMACULATA COLL DOME          292.068 METERS 05438     |
 KV3813| CB3598 IMMACULATA RM 1                      32.227 METERS 13324     |
 KV3813| KV6700 IMMACULATA RM 3                     486.889 METERS 1342219.1 |
 KV3813| CS3717 IMMACULATA RM 4                      12.683 METERS 22816     |
 KV3813| CB3599 IMMACULATA RM 2                      30.471 METERS 27314     |
 KV3813|---------------------------------------------------------------------|
 KV3813
 KV3813                          SUPERSEDED SURVEY CONTROL
 KV3813
 KV3813  ELLIP H (05/11/01)  145.54   (m)                       GP(       ) 4 2
 KV3813  ELLIP H (10/27/00)  145.50   (m)                       GP(       ) 4 2
 KV3813  NAD 83(1996)-  40 01 40.95623(N)    075 34 18.63525(W) AD(       ) 1
 KV3813  NAD 83(1991)-  40 01 40.95367(N)    075 34 18.63778(W) AD(       ) 1
 KV3813  ELLIP H (01/27/92)  145.72   (m)                       GP(       ) 4 1
 KV3813  NAD 83(1986)-  40 01 40.95334(N)    075 34 18.64107(W) AD(       ) 1
 KV3813  NAD 27      -  40 01 40.55297(N)    075 34 19.88143(W) AD(       ) 1
 KV3813  NGVD 29 (07/19/86)  179.2    (m)          588.     (f) VERT ANG       
 KV3813
 KV3813.Superseded values are not recommended for survey control.
 KV3813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3813.See file dsdata.txt to determine how the superseded data were derived.
 KV3813
 KV3813_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK5120731026(NAD 83)
 KV3813_MARKER: DD = SURVEY DISK
 KV3813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV3813_STAMPING: IMMACULATA 1974
 KV3813_MARK LOGO: NGS   
 KV3813_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV3813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3813+STABILITY: SURFACE MOTION
 KV3813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3813+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2006
 KV3813
 KV3813  HISTORY     - Date     Condition        Report By
 KV3813  HISTORY     - 1974     MONUMENTED       NGS
 KV3813  HISTORY     - 1985     GOOD             PADT
 KV3813  HISTORY     - 19870312 GOOD             GEOHYD
 KV3813  HISTORY     - 19971122 MARK NOT FOUND   USPSQD
 KV3813  HISTORY     - 19980608 GOOD             GPSSER
 KV3813  HISTORY     - 19991001 GOOD             PADT
 KV3813  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 KV3813  HISTORY     - 20011117 GOOD             USPSQD
 KV3813  HISTORY     - 20060615 GOOD             AASCO
 KV3813
 KV3813                          STATION DESCRIPTION
 KV3813
 KV3813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 KV3813'THE STATION IS LOCATED 4.8 MILES NORTH-NORTHEAST OF WEST CHESTER,
 KV3813'3 MILES EAST OF EXTON, 0.8 MILE WEST OF FRAZER AND ON THE PROPERTY
 KV3813'OF THE IMMACULATA COLLEGE.
 KV3813'
 KV3813'TO REACH THE STATION FROM THE POST OFFICE IN EXTON, GO EAST FOLLOWING
 KV3813'U.S. HIGHWAY 30 FOR 3.4 MILES TO STATE HIGHWAY 352 ON THE RIGHT,
 KV3813'TURN RIGHT, GO SOUTH-SOUTHEAST ON STATE HIGHWAY 352 FOR 0.85 MILE TO
 KV3813'THE JUNCTION OF KING ROAD.  TURN SHARP RIGHT AND GO WEST ON KING
 KV3813'ROAD FOR 0.85 MILE TO A SIDE ROAD RIGHT, (TO REACH THE AZIMUTH MARK
 KV3813'FROM HERE, CONTINUE WEST ON KING ROAD FOR 0.1 MILE, TO HERSEY MILL
 KV3813'ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON HERSEY MILL ROAD FOR
 KV3813'0.15 MILE TO THE MARK ON THE LEFT.) TURN RIGHT, AND GO
 KV3813'NORTHWESTERLY FOR 0.1 MILE TO A LARGE PARKING AREA ON THE LEFT, TURN
 KV3813'LEFT CROSSING PARKING AREA, FOR 0.15 MILE TO THE NORTHWEST
 KV3813'CORNER OF THE PARKING AREA.  TURN RIGHT, AND GO NORTHERLY ALONG
 KV3813'THE WEST EDGE OF THE COLLEGE LAWN FOR 0.15 MILE TO THE TOP OF THE
 KV3813'HILL AND THE STATION.
 KV3813'
 KV3813'STATION MARKS ARE STANDARD DISKS STAMPED IMMACULATA 1974.  THE
 KV3813'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KV3813'MONUMENT, THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 195 FEET
 KV3813'WEST-NORTHWEST OF THE NORTHWEST CORNER OF ALUMNAE HALL, 189 FEET
 KV3813'SOUTH OF THE SOUTHWEST CORNER OF LOYOLA HALL AND 160 FEET
 KV3813'WEST-NORTHWEST OF A FIRE HYDRANT.  THE UNDERGROUND DISK IS SET
 KV3813'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE, 42 INCHES BELOW THE
 KV3813'GROUND SURFACE.
 KV3813'
 KV3813'REFERENCE MARK 1, A STANDARD DISK STAMPED IMMACULATA NO 1 1974, IT
 KV3813'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 KV3813'FLUSH WITH THE GROUND SURFACE.  IT IS 112 FEET WEST OF THE
 KV3813'NORTHWEST CORNER OF ALUMNAE HALL AND 92.5 FEET WEST-SOUTHWEST OF A
 KV3813'FIRE HYDRANT.
 KV3813'
 KV3813'REFERENCE MARK 2, A STANDARD DISK STAMPED IMMACULATA NO 2 1974, IS
 KV3813'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 KV3813'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 174 FEET
 KV3813'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF LOYOLA HALL.
 KV3813'
 KV3813'REFERENCE MARK 3, A STANDARD DISK STAMPED IMMACULATA NO 3 AZ 1974,
 KV3813'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 KV3813'FLUSH WITH THE GROUND SURFACE.  IT IS 16.4 FEET EAST OF THE
 KV3813'APPROXIMATE CENTER OF HERSEY MILL ROAD AND 2.6 FEET
 KV3813'NORTH-NORTHWEST OF POWER-LINE-POLE NUMBER 6.
 KV3813'
 KV3813'NEAREST TOWN--FRAZER.
 KV3813'
 KV3813'HEIGHT OF LIGHT ABOVE STATION MARK 37.5 METERS.
 KV3813
 KV3813                          STATION RECOVERY (1985)
 KV3813
 KV3813'RECOVERY NOTE BY PA DEPT OF TRANSP 1985 (RBG)
 KV3813'THE STATION WAS RECOVERED AT THIS DATE.
 KV3813'THE FOLLOWING RECOVERY TEXT IS THE COMPILATION OF TWO RECOVERY
 KV3813'NOTES, BY CAPTAIN B.I. WILLIAMS ON 6-10-85 AND R.B. GROSSER ON
 KV3813'12-03-85.
 KV3813'THE STATION AND REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED AS
 KV3813'DESCRIBED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS
 KV3813'DESTROYED AT THE REQUEST OF CAPTAIN B.I. WILLIAMS OF N.G.S. AND A
 KV3813'NEW REFERENCE MARK NO. 4 WAS ESTABLISHED FOR THE STATION, AND IS
 KV3813'DESCRIBED IN THE FOLLOWING TEXT.
 KV3813'THE TO REACH IS INADEQUATE AND A NEW TO REACH BY CAPTAIN WILLIAMS
 KV3813'IS INCLUDED IN THE FOLLOWING TEXT.
 KV3813'ADDITIONAL REFERENCE OBJECTS FOR THE STATION
 KV3813'AND RM NO. 1 ARE PROVIDED BY CAPTAIN WILLIAMS.
 KV3813'THE ANGLES AND DISTANCES BETWEEN THE STATION AND REFERENCE MARKS
 KV3813'1, 2, AND 3
 KV3813'WERE MEASURED BY CAPTAIN WILLIAMS AND THE FOLLOWING WAS FOUND, A
 KV3813'DISCREPENCY OF ABOUT -1 MINUTE WAS DETECTED IN THE ANGLE BETWEEN RM
 KV3813'1 AND RM 2.  THE ANGLES BETWEEN RM 3 AND RMS 1 AND 2 AGREED WITH
 KV3813'THE PUBLISHED VALUES.  THE DISTANCE BETWEEN THE REFERENCE MARKS WAS
 KV3813'MEASURED BY HEWLETT PACKARD 3800A EDM AND CHECKED WITHIN 1 CM.  THE
 KV3813'DISTANCE TO REFERENCE MARK NO 1 WAS SHORTER BY 11 MM, ALSO BY
 KV3813'3800A.  THE DISTANCE TO REFERENCE MARK 2 WAS MEASURED BY STEEL TAPE
 KV3813'IN FEET ONLY AND AGREED WITHIN 1 CM OF THE OLD DISTANCE.
 KV3813'THE AZIMUTH MARK IS LOCATED ON HERSHEY MILL ROAD.
 KV3813'THE STATION IS SUITABLE FOR GPS OBSERVATIONS.
 KV3813'
 KV3813'TO REACH THE STATION FROM THE POST OFFICE IN EXTON
 KV3813'(AT THE EXTON MALL), GO
 KV3813'SOUTHEAST FOR 0.4 KM (0.25 MI) ON THE MALL PERIMETER ROAD TO THE
 KV3813'SECOND STOP SIGN,
 KV3813'TURN RIGHT AND GO SOUTH FOR 0.16 KM (0.1 MI) ON THE MALL PERIMETER
 KV3813'ROAD TO U.S. HIGHWAY 30,
 KV3813'TURN LEFT AND GO EAST FOR 5.0 KM (3.1 MI) ON U.S. HIGHWAY 30 TO
 KV3813'STATE ROUTE 352,
 KV3813'TURN RIGHT AND GO SOUTH-SOUTHEAST FOR 1.37 KM (0.85 MI) ON ROUTE
 KV3813'352 TO KING ROAD,
 KV3813'TURN RIGHT AND GO WEST-NORTHWEST FOR 1.37 KM (0.85 MI) ON KING ROAD
 KV3813'TO A SIDE ROAD RIGHT,
 KV3813'TURN RIGHT AND GO NORTHWEST FOR 0.16 KM (0.1 MI) ON A SIDE ROAD
 KV3813'TO A PARKING
 KV3813'LOT ON THE LEFT,
 KV3813'TURN LEFT AND GO SOUTHWEST FOR 0.16 KM (0.1 MI) ON PARKING LOT TO
 KV3813'THE NORTHWEST CORNER OF THE PARKING LOT,
 KV3813'CONTINUE STRAIGHT AHEAD AND GO SOUTHWEST FOR
 KV3813'0.16 KM (0.1 MI) ON A PAVED DRIVE TO STATION ON THE RIGHT.
 KV3813'
 KV3813'THE STATION IS A STANDARD NGS DISK
 KV3813'STAMPED---IMMACULATA 1974---,
 KV3813'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV3813'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV3813'8.23 METERS (27.0 FT) NORTHEAST FROM THE CENTERLINE OF PAVED ROAD,
 KV3813'AND
 KV3813'5.46 METERS (17.9 FT) SOUTHEAST FROM A LIGHT POLE.
 KV3813'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 KV3813'STAMPED---IMMACULATA 1974---,
 KV3813'SET INTO AN IRREGULAR MASS OF CONCRETE 1.07 METERS BELOW THE SURFACE.
 KV3813'
 KV3813'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 KV3813'STAMPED---IMMACULATA NO 1 1974---,
 KV3813'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV3813'30 CM IN DIAMETER RECESSED 8 CM BELOW GROUND.  LOCATED
 KV3813'12.95 METERS (42.5 FT) NORTHEAST FROM THE CENTERLINE OF PAVED ROAD,
 KV3813'AND
 KV3813'9.97 METERS (32.7 FT) NORTH-NORTHEAST FROM A LIGHT POLE.
 KV3813'MARK IS 1.0 METERS BELOW THE STATION.
 KV3813'
 KV3813'REFERENCE MARK NO. 4 IS A STANDARD PADT DISK
 KV3813'STAMPED---IMMACULATA 1974 NO 4 1985---,
 KV3813'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV3813'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV3813'48.46 METERS (159.0 FT) SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER
 KV3813'OF A MACADAM PARKING LOT,
 KV3813'0.67 METERS (2.2 FT) WEST FROM THE WEST EDGE OF A MACADAM ROAD, AND
 KV3813'63.43 METERS (208.1 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER
 KV3813'OF LOYOLA HALL.
 KV3813'MARK IS LEVEL WITH THE STATION.
 KV3813'
 KV3813'TO REACH THE AZIMUTH MARK (RM 3) FROM THE STATION, RETURN TO KING
 KV3813'ROAD AND TURN RIGHT, GO SOUTHWEST FOR 0.08 KM (0.05 MI) TO HERSHEY
 KV3813'MILL ROAD, TURN LEFT AND GO SOUTHEAST FOR 0.24 KM (0.15 MI) TO THE
 KV3813'AZIMUTH MARK ON THE LEFT.
 KV3813'DESCRIBED BY R.B. GROSSER.
 KV3813
 KV3813                          STATION RECOVERY (1987)
 KV3813
 KV3813'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1987
 KV3813'RECOVERED IN GOOD CONDITION.
 KV3813
 KV3813                          STATION RECOVERY (1997)
 KV3813
 KV3813'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV3813'MARK NOT FOUND.
 KV3813
 KV3813                          STATION RECOVERY (1998)
 KV3813
 KV3813'RECOVERY NOTE BY GPS SERVICES INCORPORATED 1998 (DD)
 KV3813'RECOVERED AS DESCRIBED.
 KV3813
 KV3813                          STATION RECOVERY (1999)
 KV3813
 KV3813'RECOVERY NOTE BY PA DEPT OF TRANSP 1999
 KV3813'RECOVERED IN GOOD CONDITION.
 KV3813
 KV3813                          STATION RECOVERY (1999)
 KV3813
 KV3813'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV3813'MARK NOT FOUND.
 KV3813
 KV3813                          STATION RECOVERY (2001)
 KV3813
 KV3813'RECOVERY NOTE BY US POWER SQUADRON 2001
 KV3813'RECOVERED IN GOOD CONDITION.
 KV3813
 KV3813                          STATION RECOVERY (2006)
 KV3813
 KV3813'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 KV3813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2056 ***********************************************************************
 KX2056  DESIGNATION -  INDIAN
 KX2056  PID         -  KX2056
 KX2056  STATE/COUNTY-  PA/ALLEGHENY
 KX2056  USGS QUAD   -  BRADDOCK (1979)
 KX2056
 KX2056                         *CURRENT SURVEY CONTROL
 KX2056  ___________________________________________________________________
 KX2056* NAD 83(1992)-  40 27 52.11969(N)    079 45 13.95869(W)     ADJUSTED  
 KX2056* NAVD 88     -       415.     (meters)    1362.     (feet)  SCALED    
 KX2056  ___________________________________________________________________
 KX2056  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 KX2056  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 KX2056
 KX2056  HORZ ORDER  -  THIRD
 KX2056
 KX2056.The horizontal coordinates were established by classical geodetic methods
 KX2056.and adjusted by the National Geodetic Survey in June 2002..
 KX2056
 KX2056.The orthometric height was scaled from a topographic map.
 KX2056
 KX2056.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2056
 KX2056.The geoid height was determined by GEOID03.
 KX2056
 KX2056;                    North         East     Units Scale Factor Converg.
 KX2056;SPC PA S     -   127,524.777   430,067.691   MT  0.99995953   -1 18 00.4
 KX2056;SPC PA S     -   418,387.54  1,410,980.42   sFT  0.99995953   -1 18 00.4
 KX2056;UTM  17      - 4,480,057.409   605,645.777   MT  0.99973738   +0 48 31.6
 KX2056
 KX2056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2056!SPC PA S     -   0.99994018  x   0.99995953  =   0.99989972
 KX2056!UTM  17      -   0.99994018  x   0.99973738  =   0.99967758
 KX2056
 KX2056:                Primary Azimuth Mark                     Grid Az
 KX2056:SPC PA S     -  MCKELVEY                                 338 29 34.4
 KX2056:UTM  17      -  MCKELVEY                                 336 23 02.4
 KX2056
 KX2056|---------------------------------------------------------------------|
 KX2056| PID    Reference Object                     Distance      Geod. Az  |
 KX2056|                                                           dddmmss.s |
 KX2056| KX2110 MCKELVEY                            APPROX. 7.6 KM 3371134.0 |
 KX2056|---------------------------------------------------------------------|
 KX2056
 KX2056                          SUPERSEDED SURVEY CONTROL
 KX2056
 KX2056  NAD 83(1995)-  40 27 52.12331(N)    079 45 13.96293(W) AD(       ) 3
 KX2056  NAD 83(1986)-  40 27 52.12402(N)    079 45 13.96546(W) AD(       ) 3
 KX2056  NAD 27      -  40 27 51.88157(N)    079 45 14.79945(W) AD(       ) 3
 KX2056
 KX2056.Superseded values are not recommended for survey control.
 KX2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2056.See file dsdata.txt to determine how the superseded data were derived.
 KX2056
 KX2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE0564680057(NAD 83)
 KX2056_MARKER: DD = SURVEY DISK
 KX2056_SETTING: 0 = UNSPECIFIED SETTING
 KX2056_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX2056
 KX2056  HISTORY     - Date     Condition        Report By
 KX2056  HISTORY     - 1903     MONUMENTED       USGS
 KX2056  HISTORY     - 20030914 GOOD             INDIV
 KX2056
 KX2056                          STATION DESCRIPTION
 KX2056
 KX2056'DESCRIBED BY US GEOLOGICAL SURVEY 1903 (DHB)
 KX2056'ON MIDDLE ONE OF THREE CONSPICUOUS HIGH PEAKS ABOUT 0.5 MI E. OF
 KX2056'CENTER (TRESTLE POST OFFICE), ON LAND OF MR. ABERS, WHO LIVES ON W.
 KX2056'SIDE OF HILL.  HILLTOP IS STONEY AND COVERED WITH SMALL BUSHES AND
 KX2056'VINES.
 KX2056'
 KX2056'STATION MARK--  MARBLE POST 33 BY 6 BY 6-IN. SET 30 IN. IN GROUND, IN
 KX2056'CENTER OF TOP OF WHICH IS CEMENTED A STANDARD TRIANGULATION DISK AND
 KX2056'AROUND WHICH IS PLACED A PILE OF STONES.
 KX2056
 KX2056                          STATION RECOVERY (2003)
 KX2056
 KX2056'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (GER)
 KX2056'THE MONUMENT IS IN BOYCE PARK, APPROX. A MILE FROM ENTRANCE INTO PARK
 KX2056'ON RIGHT. IT IS ONTOP OF THE HILL KNOWN AS 'INDIAN HILL' FOR WINTER
 KX2056'SLED RIDERS. IT IS APPROXIMATELY 100FT INTO WOODS. IS ABOUT 50 FT EAST
 KX2056'TO NORTHEAST FROM A 6FT WIDE BY 4FT HIGH NEATLY STACKED CIRCULAR PILE
 KX2056'OF SHALE. IT IS AT THE PEAK OF HILL UNDER A SLIGHTLY WOODED AREA.
 KX2056'MARBLE POST SETS A FOOT ABOVE GROUND WITH TRI-DISK INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3070 ***********************************************************************
 KW3070  DESIGNATION -  INDIAN
 KW3070  PID         -  KW3070
 KW3070  STATE/COUNTY-  PA/LEBANON
 KW3070  USGS QUAD   -  INDIANTOWN GAP (1977)
 KW3070
 KW3070                         *CURRENT SURVEY CONTROL
 KW3070  ___________________________________________________________________
 KW3070* NAD 83(1992)-  40 25 41.64179(N)    076 33 50.96172(W)     ADJUSTED  
 KW3070* NAVD 88     -       148.     (meters)     486.     (feet)  SCALED    
 KW3070  ___________________________________________________________________
 KW3070  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 KW3070  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 KW3070
 KW3070  HORZ ORDER  -  THIRD
 KW3070
 KW3070.The horizontal coordinates were established by classical geodetic methods
 KW3070.and adjusted by the National Geodetic Survey in June 2002..
 KW3070
 KW3070.The orthometric height was scaled from a topographic map.
 KW3070
 KW3070.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3070
 KW3070.The geoid height was determined by GEOID03.
 KW3070
 KW3070;                    North         East     Units Scale Factor Converg.
 KW3070;SPC PA S     -   122,247.832   700,621.289   MT  0.99995958   +0 46 09.7
 KW3070;SPC PA S     -   401,074.76  2,298,621.68   sFT  0.99995958   +0 46 09.7
 KW3070;UTM  18      - 4,476,463.377   367,319.242   MT  0.99981670   -1 00 52.2
 KW3070
 KW3070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3070!SPC PA S     -   0.99998221  x   0.99995958  =   0.99994179
 KW3070!UTM  18      -   0.99998221  x   0.99981670  =   0.99979891
 KW3070
 KW3070:                Primary Azimuth Mark                     Grid Az
 KW3070:SPC PA S     -  INDIANTOWN GAP MIL RES E TANK            031 59 52.1
 KW3070:UTM  18      -  INDIANTOWN GAP MIL RES E TANK            033 46 54.0
 KW3070
 KW3070|---------------------------------------------------------------------|
 KW3070| PID    Reference Object                     Distance      Geod. Az  |
 KW3070|                                                           dddmmss.s |
 KW3070| KW3071 INDIANTOWN GAP MIL RES E TANK       APPROX. 1.8 KM 0324601.8 |
 KW3070| KW3069 INDIANTOWN GAP MIL RES CEN TK        53.235 METERS 22928     |
 KW3070| KW3068 INDIANTOWN GAP MIL HOSP STACK       APPROX. 1.8 KM 2642134.6 |
 KW3070| KW3065 INDIANTOWN GAP MIL LAUNDRY STK      APPROX. 2.6 KM 2651434.5 |
 KW3070| KW3067 INDIANTOWN GAP MIL RES W TANK       APPROX. 2.1 KM 2812948.0 |
 KW3070| CB3603 INDIAN AZ MK                                       3452621.0 |
 KW3070|---------------------------------------------------------------------|
 KW3070
 KW3070                          SUPERSEDED SURVEY CONTROL
 KW3070
 KW3070  NAD 83(1986)-  40 25 41.63410(N)    076 33 50.96520(W) AD(       ) 3
 KW3070  NAD 27      -  40 25 41.31400(N)    076 33 52.09040(W) AD(       ) 3
 KW3070
 KW3070.Superseded values are not recommended for survey control.
 KW3070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3070.See file dsdata.txt to determine how the superseded data were derived.
 KW3070
 KW3070_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK6731976463(NAD 83)
 KW3070_MARKER: DS = TRIANGULATION STATION DISK
 KW3070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3070
 KW3070  HISTORY     - Date     Condition        Report By
 KW3070  HISTORY     - 1942     MONUMENTED       CGS
 KW3070  HISTORY     - 1975     GOOD             NGS
 KW3070  HISTORY     - 20040321 GOOD             GEOCAC
 KW3070
 KW3070                          STATION DESCRIPTION
 KW3070
 KW3070'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW3070'THE STATION IS LOCATED ABOUT 3.0 MILES SW OF LICKDALE, AND 7.5 MILES
 KW3070'NNW OF ANNVILLE, ON THE INDIANTOWN GAP MILITARY RESERVATION.  IT
 KW3070'IS ABOUT 0.5 MILE E OF THE POST AND DIVISION HEADQUARTERS BUILDING,
 KW3070'ON A SMALL HOLL, 175 FEET NE OF THE CENTRAL WATER TANK, AND 319
 KW3070'FEET W OF A SMALL WHITE BUILDING.  THE DISK IS STAMPED INDIAN 1942
 KW3070'AND PROJECTS 4 INCHES.
 KW3070'
 KW3070'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 KW3070'DISKS SET IN CONCRETE.
 KW3070'
 KW3070'REFERENCE MARK NO. 1 IS SSW OF THE STATION, ON THE E SIDE OF THE
 KW3070'CENTRAL WATER TANK, 1 FOOT E OF THE WIRE FENCE AROUND THE TANK.
 KW3070'THE DISK IS STAMPED INDIAN NO. 1 1942 AND PROJECTS 6 INCHES.
 KW3070'
 KW3070'REFERENCE MARK NO. 2 IS W OF THE STATION, 40 FEET S OF THE CENTER OF
 KW3070'A PAVED ROAD, AND 14 FEET NE OF A TRIANGULAR- BLAZED 10-INCH
 KW3070'HICKORY TREE.  THE DISK IS STAMPED INDIAN NO. 2 1942 AND PROJECTS 6
 KW3070'INCHES.
 KW3070'
 KW3070'THE AZIMUTH MARK IS ABOUT 0.3 MILE N OF THE STATION, SET IN THE SE
 KW3070'CORNER OF SMATHERS AND FISHER ROAD, 125 FEET E OF THE CENTRAL FIRE
 KW3070'STATION.  THE DISK IS STAMPED INDIAN 1942 AND PROJECTS 2 INCHES.  TO
 KW3070'REACH FROM THE STATION GO E 0.15 MILE TO PAVED ROAD, TURN LEFT AND
 KW3070'GO N TO THE MAIN ROAD AND MARK ON THE RIGHT.
 KW3070'
 KW3070'TO REACH THE STATION FROM THE POST AND DIVISION HEADQUARTERS BUILDING
 KW3070'ON THE INDIANTOWN GAP MILITARY RESERVATION GO E ON PAVED ROAD FOR
 KW3070'0.45 MILE TO A DIRT SIDE ROAD RIGHT, TURN RIGHT ON DIRT ROAD AND GO
 KW3070'0.1 MILE TO THE STATION SITE ON THE LEFT JUST AFTER PASSING THE
 KW3070'CENTRAL WATER TANK.
 KW3070'
 KW3070'A 77-FOOT TOWER REQUIRED TO CLEAR ALL LINES.  ALL WATER TANKS ARE
 KW3070'VISIBLE FROM THE GROUND.
 KW3070
 KW3070                          STATION RECOVERY (1975)
 KW3070
 KW3070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KW3070'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 KW3070'CONDITION AS DESCRIBED IN THE 1942 DESCRIPTION.  NO OBSERVATIONS
 KW3070'WERE TAKEN AT THIS DATE.
 KW3070'
 KW3070'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SW OF
 KW3070'LICKDALE.
 KW3070
 KW3070                          STATION RECOVERY (2004)
 KW3070
 KW3070'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW3070'STATION, RM1, RM2 AND AZ MK ALL RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2638 ***********************************************************************
 LY2638  DESIGNATION -  INDIAN POINT
 LY2638  PID         -  LY2638
 LY2638  STATE/COUNTY-  PA/PIKE
 LY2638  USGS QUAD   -  MILFORD (1995)
 LY2638
 LY2638                         *CURRENT SURVEY CONTROL
 LY2638  ___________________________________________________________________
 LY2638* NAD 83(1992)-  41 16 43.84321(N)    074 50 31.03552(W)     ADJUSTED  
 LY2638* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 LY2638  ___________________________________________________________________
 LY2638  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 LY2638  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 LY2638
 LY2638  HORZ ORDER  -  FIRST
 LY2638
 LY2638.The horizontal coordinates were established by classical geodetic methods
 LY2638.and adjusted by the National Geodetic Survey in June 2002..
 LY2638
 LY2638.The orthometric height was scaled from a topographic map.
 LY2638
 LY2638.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2638
 LY2638.The geoid height was determined by GEOID03.
 LY2638
 LY2638;                    North         East     Units Scale Factor Converg.
 LY2638;SPC PA N     -   127,601.076   843,579.333   MT  0.99995975   +1 55 25.6
 LY2638;SPC PA N     -   418,637.86  2,767,643.20   sFT  0.99995975   +1 55 25.6
 LY2638;SPC NJ       -   271,568.479   121,354.046   MT  0.99991010   -0 13 32.1
 LY2638;SPC NJ       -   890,970.92    398,142.40   sFT  0.99991010   -0 13 32.1
 LY2638;UTM  18      - 4,569,724.334   513,235.711   MT  0.99960216   +0 06 15.4
 LY2638
 LY2638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2638!SPC PA N     -   0.99996636  x   0.99995975  =   0.99992611
 LY2638!SPC NJ       -   0.99996636  x   0.99991010  =   0.99987646
 LY2638!UTM  18      -   0.99996636  x   0.99960216  =   0.99956853
 LY2638
 LY2638|---------------------------------------------------------------------|
 LY2638| PID    Reference Object                     Distance      Geod. Az  |
 LY2638|                                                           dddmmss.s |
 LY2638| CB3611 INDIAN POINT RM 1                     3.962 METERS 03259     |
 LY2638| LY2607 HIGH POINT MOUNMENT                 APPROX.15.8 KM 0724428.1 |
 LY2638| CB3612 INDIAN POINT RM 2                     7.196 METERS 24350     |
 LY2638|---------------------------------------------------------------------|
 LY2638
 LY2638                          SUPERSEDED SURVEY CONTROL
 LY2638
 LY2638  NAD 83(1996)-  41 16 43.84323(N)    074 50 31.03551(W) AD(       ) 1
 LY2638  NAD 83(1996)-  41 16 43.84309(N)    074 50 31.03615(W) AD(       ) 1
 LY2638  NAD 83(1986)-  41 16 43.84454(N)    074 50 31.03791(W) AD(       ) 1
 LY2638  NAD 27      -  41 16 43.50200(N)    074 50 32.43000(W) AD(       ) 1
 LY2638
 LY2638.Superseded values are not recommended for survey control.
 LY2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2638.See file dsdata.txt to determine how the superseded data were derived.
 LY2638
 LY2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL1323669724(NAD 83)
 LY2638_MARKER: Z = SEE DESCRIPTION
 LY2638_SETTING: 0 = UNSPECIFIED SETTING
 LY2638
 LY2638  HISTORY     - Date     Condition        Report By
 LY2638  HISTORY     - 1938     MONUMENTED       NJDCED
 LY2638  HISTORY     - 1957     SEE DESCRIPTION  USGS
 LY2638  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LY2638
 LY2638                          STATION DESCRIPTION
 LY2638
 LY2638'DESCRIBED BY NJ CONS AND ECON DEV 1938
 LY2638'STATION IS LOCATED ABOUT 2-1/2 MILES S OF MILFORD.
 LY2638'
 LY2638'STATION AND REFERENCE MARKS ARE STANDARD NEW JERSEY DEPARTMENT OF
 LY2638'CONSERVATION AND DEVELOPMENT BRONZE DISKS SET IN ROCK OUTCROPS.
 LY2638'
 LY2638'STATION MARK, STAMPED INDIAN POINT, IS SET ON THE TIP OF A SMALL
 LY2638'OUTCROP.
 LY2638'
 LY2638'REFERENCE MARK NO. 1 IS STAMPED R.M. 1.
 LY2638'
 LY2638'REFERENCE MARK NO. 2 IS STAMPED R.M. 2.
 LY2638'
 LY2638'AZIMUTH MARK IS THE CENTER OF PEAK OF TALL STONE MONUMENT.
 LY2638'
 LY2638'TO REACH STATION FROM DINGMANS FERRY BRIDGE, ON PENNSYLVANIA SIDE, GO
 LY2638'W TO U.S. HIGHWAY 209, GO N ALONG U.S. HIGHWAY 209 FOR 4.5 MILES TO A
 LY2638'ROADHOUSE KNOWN AS INDIAN POINT HOUSE, AT THIS POINT TURN LEFT AND GO
 LY2638'UP THE MOUNTAIN THROUGH A GORGE FOR A DISTANCE OF 3/4 MILE TO A WOOD
 LY2638'ROAD ALONG A LINE FENCE.  PARK HERE AND WALK ALONG THIS ROAD, BEARING
 LY2638'S, FOR ALMOST A MILE, HERE BEAR E TO TOP OF A STEEP CLIFF. THE
 LY2638'STATION LIES ON A SMALL POINT OF ROCK ABOUT 20 FEET BELOW THE SUMMIT
 LY2638'OF THE MOUNTAIN.  IT IS APPROXIMATELY 500 FEET W OF THE STATE
 LY2638'HIGHWAY.
 LY2638
 LY2638                          STATION RECOVERY (1957)
 LY2638
 LY2638'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 LY2638'REVISED DESCRIPTION- MILFORD, JUNCTION OF U.S. HWYS 6 AND 209,4.0
 LY2638'MILE S ALONG U.S. HWY. 209 FROM, THENCE WEST 0.3 MILE UPHILL, ALONG
 LY2638'DIRT ROAD, THENCE 1200 FEET NORTH, UPHILL, THRU WOODED AREA, STANDARD
 LY2638'U.S.C. AND G.S. TABLET STAMPED INDIAN POINT.  STATION IS SET ON
 LY2638'SMALL OUTCROP ABOUT 500 FEET WEST OF U.S. HWY. 209 ABOUT 20 FEET
 LY2638'BELOW SUMMIT OF MOUNTAIN.
 LY2638
 LY2638                          STATION RECOVERY (1959)
 LY2638
 LY2638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY2638'THE STATION AND REFERENCE MARK 1 WAS RECOVERED AND FOUND IN GOOD
 LY2638'CONDITION.  REFERENCE MARK 2 WAS DESTROYED BY EROSION.  THE STATION
 LY2638'AND REFERENCE MARKS ARE STANDARD N.J. DEPARTMENT OF CONSERVATION AND
 LY2638'DEVELOPMENT DISKS SET IN DRILL HOLES IN OUTCROPPING BED-ROCK.
 LY2638'
 LY2638'THE STATION WAS INADEQUATELY DESCRIBED.  A NEW DESCRIPTION FOLLOWS.
 LY2638'
 LY2638'THE STATION IS ON THE EASTERNMOST RIDGE OF A RANGE OF HILLS, ON A
 LY2638'ROCKY BLUFF, OVERLOOKING THE RIVER AND LAYS DUE WEST OF THE
 LY2638'SOUTHWEST CORNER OF MINISINK ISLAND AND ONLY SEES OUT TO THE
 LY2638'NORTHEAST, EAST AND SOUTHEAST.  A TALL SIGNAL CANNOT BE ERECTED OVER
 LY2638'THE STATION.  IT IS 44 FEET EAST-SOUTHEAST OF THE HIGHEST POINT OF
 LY2638'THE RIDGE AND IS ABOUT 20 FEET LOWER IN ELEVATION THAN THE STATION.
 LY2638'
 LY2638'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 206, 209 AND 6 IN
 LY2638'MILFORD, GO SOUTHEAST AND THEN SOUTH-SOUTHWEST ON HIGHWAY 209 FOR
 LY2638'3.35 MILES TO A SIDEROAD, RIGHT, AND A CONCRETE BRIDGE.  CONTINUE ON
 LY2638'HIGHWAY 209 FOR 0.75 MILE TO A PRIVATE ROAD, RIGHT, (ABOUT 150
 LY2638'FEET EAST OF A SMALL WOOD-SHED).  TURN RIGHT ON THE PRIVATE ROAD AND
 LY2638'GO SOUTHWEST UP A VERY STEEP HILL FOR 0.25 MILE TO A BENCH AND
 LY2638'TWO SMALL PUMP HOUSES ON THE RIGHT AND THE END OF TRUCK TRAVEL.  PACK
 LY2638'NORTHEAST BETWEEN THE TWO PUMP HOUSES FOR 65 PACES.  BEAR LEFT AND
 LY2638'GO DUE NORTH TO THE TOP OF A LOW BENCH (WITH HIGHER RIDGE
 LY2638'STRAIGHT AHEAD).  TURN RIGHT AND GO NORTHEAST ALONG THE BENCH, WHICH
 LY2638'BECOMES THE EASTERNMOST RIDGE FOR APPROXIMATELY 200 YARDS TO THE
 LY2638'HIGHEST POINT AND THE STATION ON THE RIGHT.
 LY2638'
 LY2638'THE STATION IS ON PROPERTY OWNED BY MR. JACK FIELDS, WHO LIVES IN A
 LY2638'LARGE COLONIAL TYPE HOUSE, WHICH IS LOCATED APPROXIMATELY
 LY2638'0.2 MILE SOUTHWEST OF THE JUNCTION OF THE PRIVATE ROAD WITH HIGHWAY
 LY2638'209.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2108 ***********************************************************************
 KX2108  DESIGNATION -  INDIANOLA PITTSBURGH PLATE TK
 KX2108  PID         -  KX2108
 KX2108  STATE/COUNTY-  PA/ALLEGHENY
 KX2108  USGS QUAD   -  NEW KENSINGTON WEST (1993)
 KX2108
 KX2108                         *CURRENT SURVEY CONTROL
 KX2108  ___________________________________________________________________
 KX2108* NAD 83(1992)-  40 33 22.77222(N)    079 52 07.32988(W)     ADJUSTED  
 KX2108* NAVD 88     -                                                        
 KX2108  ___________________________________________________________________
 KX2108  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 KX2108  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KX2108
 KX2108  HORZ ORDER  -  THIRD
 KX2108
 KX2108.The horizontal coordinates were established by classical geodetic methods
 KX2108.and adjusted by the National Geodetic Survey in June 2002..
 KX2108
 KX2108
 KX2108.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2108
 KX2108.The geoid height was determined by GEOID03.
 KX2108
 KX2108;                    North         East     Units Scale Factor Converg.
 KX2108;SPC PA S     -   137,947.920   420,576.779   MT  0.99996119   -1 22 28.6
 KX2108;SPC PA S     -   452,584.13  1,379,842.32   sFT  0.99996119   -1 22 28.6
 KX2108;UTM  17      - 4,490,121.752   595,779.935   MT  0.99971292   +0 44 08.2
 KX2108
 KX2108                          SUPERSEDED SURVEY CONTROL
 KX2108
 KX2108  NAD 83(1995)-  40 33 22.77491(N)    079 52 07.33395(W) AD(       ) 4
 KX2108  NAD 83(1986)-  40 33 22.77717(N)    079 52 07.33691(W) AD(       ) 4
 KX2108  NAD 27      -  40 33 22.53900(N)    079 52 08.16000(W) AD(       ) 3
 KX2108
 KX2108.Superseded values are not recommended for survey control.
 KX2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2108.See file dsdata.txt to determine how the superseded data were derived.
 KX2108
 KX2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE9578090122(NAD 83)
 KX2108_MARKER: 53 = ELEVATED TANK
 KX2108
 KX2108  HISTORY     - Date     Condition        Report By
 KX2108  HISTORY     - 1958     FIRST OBSERVED   CGS
 KX2108
 KX2108                          STATION DESCRIPTION
 KX2108
 KX2108'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2108'THE STATION IS THE BALL ATOP A WATER TANK WHICH IS LOCATED ON A HIGH
 KX2108'RIDGE ALONG GUYS RUN ROAD, ABOUT 1.0 MILE NORTH-NORTHWEST
 KX2108'OF HARMARVILLE AND 1.0 MILE SOUTH OF INDIANOLA, AT THE SITE OF THE
 KX2108'PITTSBURGH PLATE GLASS RESEARCH CENTER.
 KX2108'
 KX2108'THE TANK IS A ROUND SHAPED, GREYISH IN COLOR, STEEL STRUCTURE
 KX2108'SUPPORTED BY FOUR LEGS AND IS 175 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3067 ***********************************************************************
 KW3067  DESIGNATION -  INDIANTOWN GAP MIL RES W TANK
 KW3067  PID         -  KW3067
 KW3067  STATE/COUNTY-  PA/LEBANON
 KW3067  USGS QUAD   -  INDIANTOWN GAP (1977)
 KW3067
 KW3067                         *CURRENT SURVEY CONTROL
 KW3067  ___________________________________________________________________
 KW3067* NAD 83(1992)-  40 25 54.93884(N)    076 35 16.57312(W)     ADJUSTED  
 KW3067* NAVD 88     -                                                        
 KW3067  ___________________________________________________________________
 KW3067  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 KW3067  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 KW3067
 KW3067  HORZ ORDER  -  THIRD
 KW3067
 KW3067.The horizontal coordinates were established by classical geodetic methods
 KW3067.and adjusted by the National Geodetic Survey in June 2002..
 KW3067
 KW3067
 KW3067.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3067
 KW3067.The geoid height was determined by GEOID03.
 KW3067
 KW3067;                    North         East     Units Scale Factor Converg.
 KW3067;SPC PA S     -   122,631.106   698,598.148   MT  0.99995955   +0 45 14.2
 KW3067;SPC PA S     -   402,332.22  2,291,984.09   sFT  0.99995955   +0 45 14.2
 KW3067;UTM  18      - 4,476,909.384   365,309.293   MT  0.99982331   -1 01 48.0
 KW3067
 KW3067                          SUPERSEDED SURVEY CONTROL
 KW3067
 KW3067  NAD 83(1986)-  40 25 54.93130(N)    076 35 16.57431(W) AD(       ) 4
 KW3067  NAD 27      -  40 25 54.61200(N)    076 35 17.69600(W) AD(       ) 3
 KW3067
 KW3067.Superseded values are not recommended for survey control.
 KW3067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3067.See file dsdata.txt to determine how the superseded data were derived.
 KW3067
 KW3067_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK6530976909(NAD 83)
 KW3067_MARKER: 53 = ELEVATED TANK
 KW3067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW3067+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2004
 KW3067
 KW3067  HISTORY     - Date     Condition        Report By
 KW3067  HISTORY     - 1942     FIRST OBSERVED   CGS
 KW3067  HISTORY     - 1958     GOOD             CGS
 KW3067  HISTORY     - 1960     GOOD             CGS
 KW3067  HISTORY     - 20040307 GOOD             GEOCAC
 KW3067
 KW3067                          STATION DESCRIPTION
 KW3067
 KW3067'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW3067'THIS INTERSECTION STATION IS THE WATER TANK OF THE RESERVATION WATER
 KW3067'SUPPLY, ABOUT 0.2 MILE W OF THE POST HEADQUARTERS, AND
 KW3067'LOCALLY CALLED THE WEST TANK.  IT IS AN 8-LEGGED STEEL STRUCTURE
 KW3067'ABOUT 90 FEET HIGH WITH A TANK SMALLER THAN THE CENTRAL WATER
 KW3067'TANK ON THE TOP, AND THE ENTIRE STRUCTURE IS PAINTED IN A BLACK AND
 KW3067'YELLOW CHECKERED COLOR.  POINT OBSERVED ON WAS THE
 KW3067'FINIAL ON THE APEX OF THE ROOF.
 KW3067
 KW3067                          STATION RECOVERY (1958)
 KW3067
 KW3067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 KW3067'INTERSECTION STATION RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING.
 KW3067'
 KW3067'TANK IS NOW PAINTED WHITE WITH TOP OF TANK AND SUPPORTING STRUCTURE
 KW3067'PAINTED GREEN.  TANK AND SUPPORTING STRUCTURE IS SCHEDULED TO
 KW3067'BE PAINTED WHITE AND RED CHECKERED IN FUTURE.
 KW3067'
 KW3067'TANK IS SUPPORTED BY A SIX LEGGED STEEL STRUCTURE AND IS SAME TANK
 KW3067'THAT EXISTED IN 1942.
 KW3067
 KW3067                          STATION RECOVERY (1960)
 KW3067
 KW3067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW3067'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 KW3067
 KW3067                          STATION RECOVERY (2004)
 KW3067
 KW3067'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW3067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3069 ***********************************************************************
 KW3069  DESIGNATION -  INDIANTOWN GAP MIL RES CEN TK
 KW3069  PID         -  KW3069
 KW3069  STATE/COUNTY-  PA/LEBANON
 KW3069  USGS QUAD   -  INDIANTOWN GAP (1977)
 KW3069
 KW3069                         *CURRENT SURVEY CONTROL
 KW3069  ___________________________________________________________________
 KW3069* NAD 83(1992)-  40 25 40.52010(N)    076 33 52.67811(W)     ADJUSTED  
 KW3069* NAVD 88     -                                                        
 KW3069  ___________________________________________________________________
 KW3069  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 KW3069  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 KW3069
 KW3069  HORZ ORDER  -  THIRD
 KW3069
 KW3069.The horizontal coordinates were established by classical geodetic methods
 KW3069.and adjusted by the National Geodetic Survey in June 2002..
 KW3069
 KW3069
 KW3069.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3069
 KW3069.The geoid height was determined by GEOID03.
 KW3069
 KW3069;                    North         East     Units Scale Factor Converg.
 KW3069;SPC PA S     -   122,212.694   700,581.300   MT  0.99995958   +0 46 08.6
 KW3069;SPC PA S     -   400,959.48  2,298,490.48   sFT  0.99995958   +0 46 08.6
 KW3069;UTM  18      - 4,476,429.506   367,278.185   MT  0.99981683   -1 00 53.3
 KW3069
 KW3069                          SUPERSEDED SURVEY CONTROL
 KW3069
 KW3069  NAD 83(1986)-  40 25 40.51246(N)    076 33 52.68569(W) AD(       ) 4
 KW3069  NAD 27      -  40 25 40.19400(N)    076 33 53.80700(W) AD(       ) 3
 KW3069
 KW3069.Superseded values are not recommended for survey control.
 KW3069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3069.See file dsdata.txt to determine how the superseded data were derived.
 KW3069
 KW3069_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK6727876430(NAD 83)
 KW3069_MARKER: 53 = ELEVATED TANK
 KW3069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW3069+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2004
 KW3069
 KW3069  HISTORY     - Date     Condition        Report By
 KW3069  HISTORY     - 1942     FIRST OBSERVED   CGS
 KW3069  HISTORY     - 1958     GOOD             CGS
 KW3069  HISTORY     - 1960     GOOD             CGS
 KW3069  HISTORY     - 20040321 GOOD             GEOCAC
 KW3069
 KW3069                          STATION DESCRIPTION
 KW3069
 KW3069'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW3069'THIS INTERSECTION STATION IS THE WATER TANK OF THE RESERVATION WATER
 KW3069'SUPPLY, JUST E OF THE POST HEADQUARTERS, AND
 KW3069'LOCALLY CALLED THE CENTRAL TANK.  IT IS AN EIGHT-LEGGED STEEL
 KW3069'STRUCTURE ABOUT 80 FEET HIGH WITH AN OVAL-SHAPED TANK ON THE
 KW3069'TOP, AND THE ENTIRE STRUCTURE IS PAINTED IN A BLACK AND YELLOW
 KW3069'CHECKERED COLOR.  POINT OBSERVED ON WAS THE FINIAL ON THE APEX
 KW3069'OF THE ROOF.
 KW3069
 KW3069                          STATION RECOVERY (1958)
 KW3069
 KW3069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 KW3069'INTERSECTION STATION RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING.
 KW3069'
 KW3069'TANK IS NOW PAINTED WHITE WITH TOP OF TANK AND SUPPORTING STRUCTURE
 KW3069'PAINTED GREEN.  TANK AND SUPPORTING STRUCTURE IS
 KW3069'SCHEDULED TO BE PAINTED WHITE AND RED CHECKERED IN THE FUTURE
 KW3069
 KW3069                          STATION RECOVERY (1960)
 KW3069
 KW3069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW3069'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 KW3069
 KW3069                          STATION RECOVERY (2004)
 KW3069
 KW3069'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW3069'MARK RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1766 ***********************************************************************
 JV1766  DESIGNATION -  INNERST
 JV1766  PID         -  JV1766
 JV1766  STATE/COUNTY-  PA/YORK
 JV1766  USGS QUAD   -  YORK (1990)
 JV1766
 JV1766                         *CURRENT SURVEY CONTROL
 JV1766  ___________________________________________________________________
 JV1766* NAD 83(1992)-  39 54 22.32454(N)    076 42 11.59483(W)     ADJUSTED  
 JV1766* NAVD 88     -       226.482  (meters)     743.05   (feet)  ADJUSTED  
 JV1766  ___________________________________________________________________
 JV1766  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 JV1766  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JV1766  DYNAMIC HT  -         226.366 (meters)     742.67  (feet)  COMP
 JV1766  MODELED GRAV-     980,107.1   (mgal)                       NAVD 88
 JV1766
 JV1766  HORZ ORDER  -  SECOND
 JV1766  VERT ORDER  -  SECOND    CLASS 0
 JV1766
 JV1766.The horizontal coordinates were established by classical geodetic methods
 JV1766.and adjusted by the National Geodetic Survey in June 2002..
 JV1766
 JV1766.The orthometric height was determined by differential leveling
 JV1766.and adjusted by the National Geodetic Survey in June 1991..
 JV1766
 JV1766.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV1766
 JV1766.The geoid height was determined by GEOID03.
 JV1766
 JV1766.The dynamic height is computed by dividing the NAVD 88
 JV1766.geopotential number by the normal gravity value computed on the
 JV1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1766.degrees latitude (g = 980.6199 gals.).
 JV1766
 JV1766.The modeled gravity was interpolated from observed gravity values.
 JV1766
 JV1766;                    North         East     Units Scale Factor Converg.
 JV1766;SPC PA S     -    64,138.814   689,508.996   MT  1.00000435   +0 40 44.9
 JV1766;SPC PA S     -   210,428.76  2,262,164.10   sFT  1.00000435   +0 40 44.9
 JV1766;UTM  18      - 4,418,735.028   354,411.013   MT  0.99986095   -1 05 34.3
 JV1766
 JV1766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV1766!SPC PA S     -   0.99996968  x   1.00000435  =   0.99997403
 JV1766!UTM  18      -   0.99996968  x   0.99986095  =   0.99983063
 JV1766
 JV1766:                Primary Azimuth Mark                     Grid Az
 JV1766:SPC PA S     -  YORK RADIO WNOW TALLEST MAST             003 11 10.5
 JV1766:UTM  18      -  YORK RADIO WNOW TALLEST MAST             004 57 29.7
 JV1766
 JV1766|---------------------------------------------------------------------|
 JV1766| PID    Reference Object                     Distance      Geod. Az  |
 JV1766|                                                           dddmmss.s |
 JV1766| JV6085 YORK RADIO WNOW TALLEST MAST        APPROX.10.3 KM 0035155.4 |
 JV1766| JV6086 YORK RADIO WNOW SHORTEST MAST       APPROX.10.4 KM 0040823.5 |
 JV1766| JV6088 YORK TV STATION WSBA MAST           APPROX. 3.9 KM 0063900.2 |
 JV1766| JV6073 DALLASTOWN BELL TEL MICROWAVE       APPROX. 7.1 KM 0844634.6 |
 JV1766| JV1767 INNERST RM 2                         24.672 METERS 11816     |
 JV1766| JV1757 INNERST AZ MK                                      3560354.0 |
 JV1766| JV1765 INNERST RM 1                         25.170 METERS 35928     |
 JV1766|---------------------------------------------------------------------|
 JV1766
 JV1766                          SUPERSEDED SURVEY CONTROL
 JV1766
 JV1766  NAD 83(1991)-  39 54 22.32018(N)    076 42 11.59844(W) AD(       ) 2
 JV1766  NAD 83(1986)-  39 54 22.31798(N)    076 42 11.59678(W) AD(       ) 2
 JV1766  NAD 27      -  39 54 21.95370(N)    076 42 12.72260(W) AD(       ) 2
 JV1766  NGVD 29 (??/??/??)  226.724  (m)          743.84   (f) ADJUSTED    2 0
 JV1766
 JV1766.Superseded values are not recommended for survey control.
 JV1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1766.See file dsdata.txt to determine how the superseded data were derived.
 JV1766
 JV1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK5441118735(NAD 83)
 JV1766_MARKER: DS = TRIANGULATION STATION DISK
 JV1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1766_STAMPING: INNERST 1960
 JV1766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1766+STABILITY: SURFACE MOTION
 JV1766
 JV1766  HISTORY     - Date     Condition        Report By
 JV1766  HISTORY     - 1960     MONUMENTED       CGS
 JV1766  HISTORY     - 1961     GOOD             CGS
 JV1766  HISTORY     - 20041008 MARK NOT FOUND   GEOCAC
 JV1766
 JV1766                          STATION DESCRIPTION
 JV1766
 JV1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 JV1766'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTH OF YORK, 3.5 MILES NORTH
 JV1766'OF LOGANVILLE, 3.0 MILES WEST OF DALLASTOWN AND ON A HIGH BANK
 JV1766'ALONG THE RIGHT-OF-WAY OF U.S. HIGHWAY 111, ON PROPERTY OWNED BY MR.
 JV1766'ARTHUR INNERST.
 JV1766'
 JV1766'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAY 111 AND STATE
 JV1766'HIGHWAY 74 AND STATE HIGHWAY 24 AT THE EAST EDGE OF YORK, GO
 JV1766'SOUTHEASTERLY ON U.S. HIGHWAY 111 FOR 2.1 MILES TO A TRAFFIC
 JV1766'INTERCHANGE, TURN LEFT AND GO 0.05 MILE TO THE AZIMUTH MARK
 JV1766'ON THE RIGHT, CONTINUE EAST ON ASPHALT ROAD FOR 0.15 MILE TO A SIDE
 JV1766'ROAD RIGHT AND SIGN ON THE RIGHT GLEANER GROVE, TURN RIGHT
 JV1766'AND GO SOUTH ON GRAVEL ROAD FOR 0.2 MILE TO A TRACK ROAD RIGHT AT THE
 JV1766'SOUTH END OF TIMBER LINE, TURN RIGHT AND GO WEST ALONG
 JV1766'THE SOUTH EDGE OF TIMBER FOR 0.15 MILE TO THE EAST EDGE OF
 JV1766'CUT, TURN LEFT AND FOLLOW DIM TRACK ROAD FOR 0.1 MILE TO THE HIGHEST
 JV1766'PART OF HILL AND STATION.
 JV1766'
 JV1766'THE STATION, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE MONUMENT
 JV1766'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND, STAMPED
 JV1766'INNERST 1960. IT IS 150.0 FEET HIGHER THAN U.S. HIGHWAY 111. IT IS
 JV1766'58.0 FEET NORTHWEST OF AN 4-INCH TRIANGULAR BLAZED MAPLE
 JV1766'TREE, 16.0 FEET WEST OF THE WEST EDGE OF A CULTIVATED FIELD AND 13.0
 JV1766'FEET EAST OF THE EAST EDGE OF CUT.
 JV1766'
 JV1766'REFERENCE MARK 1, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 JV1766'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND,
 JV1766'STAMPED INNERST NO 1 1960. IT IS ABOUT 3.0 FEET LOWER THAN THE
 JV1766'STATION. IT IS 141.0 FEET NORTHWEST OF AN 4-INCH TRIANGULAR
 JV1766'BLAZED MAPLE TREE, 27.0 FEET WEST OF THE WEST EDGE OF CULTIVATED
 JV1766'FIELD AND 4.0 FEET EAST OF THE EAST EDGE OF CUT.
 JV1766'
 JV1766'REFERENCE MARK 2, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 JV1766'MONUMENT WHICH PROJECTS ABOUT 1-INCH ABOVE THE SURFACE OF THE
 JV1766'GROUND, STAMPED INNERST NO 2 1960. IT IS ABOUT 3.0 FEET LOWER THAN
 JV1766'THE STATION, 89.0 FEET EAST EDGE OF CUT AND 7.0 FEET
 JV1766'SOUTH-SOUTHEAST OF THE SOUTH EDGE OF CULTIVATED FIELD.
 JV1766'
 JV1766'THE AZIMUTH MARK, IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 JV1766'SOUTHWEST CORNER OF BRIDGE RAILING OVER U.S.  HIGHWAY 111,
 JV1766'WHICH PROJECTS ABOUT 2.0 FEET ABOVE THE SURFACE OF THE BRIDGE,
 JV1766'STAMPED INNERST 1960. IT IS 85.5 FEET EAST OF THE RAMP
 JV1766'ENTERING THE SOUTH BOUND LANE OF U.S. HIGHWAY 111, 20.5 FEET SOUTH OF
 JV1766'THE CENTERLINE OF AN ASPHALT ROAD AND 8 INCHES EAST OF
 JV1766'THE WEST END OF BRIDGE.
 JV1766'
 JV1766'HEIGHT OF LIGHT ABOVE STATION MARK 26.17 METERS.
 JV1766
 JV1766                          STATION RECOVERY (1961)
 JV1766
 JV1766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JV1766'2.2 MI S FROM SPRY.
 JV1766'2.2 MILES SOUTH ALONG INTERSTATE HIGHWAY 83 (U.S. HIGHWAY 111)
 JV1766'FROM THE JUNCTION OF STATE HIGHWAY 74 AND U.S. HIGHWAY 24 AT THE
 JV1766'INTERCHANGE BRIDGE OF INTERSTATE HIGHWAY 83 (U.S. HIGHWAY 111)
 JV1766'WHICH IS ABOUT 1.0 MILE NORTH OF SPRY, AND IS ABOUT 0.3 MILE
 JV1766'SOUTH OF THE NEW SALEM-DALLASTOWN INTERCHANGE BRIDGE OVER
 JV1766'INTERSTATE HIGHWAY 83 (U.S. HIGHWAY 111), SET IN TOP OF A SQUARE
 JV1766'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND
 JV1766'AT THE TOP AND HIGHEST POINT OF A TRIPLE CUT, ROCKY BANK ABOUT
 JV1766'90.0 FEET ABOVE THE LEVEL OF THE HIGHWAY, AT THE EDGE OF A
 JV1766'CULTIVATED FIELD, 58.0 FEET NORTH OF THE NORTHWEST CORNER OF
 JV1766'CULTIVATED FIELD, AND TIMBERLINE AND A 6-INCH TRIANGULAR BLAZED
 JV1766'MAPLE TREE, 13.0 FEET EAST OF THE EAST EDGE OF CUT BANK AND 4.0
 JV1766'FEET EAST OF THE WEST EDGE OF CULTIVATED FIELD.
 JV1766
 JV1766                          STATION RECOVERY (2004)
 JV1766
 JV1766'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 JV1766'BANK HAS BEEN CUT BACK SIGNIFICANTLY FOR INTERSTATE 83 CONSTRUCTION.
 JV1766'STATION AND REFERENCE MARKS NOT LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1757 ***********************************************************************
 JV1757  DESIGNATION -  INNERST AZ MK
 JV1757  PID         -  JV1757
 JV1757  STATE/COUNTY-  PA/YORK
 JV1757  USGS QUAD   -  YORK (1990)
 JV1757
 JV1757                         *CURRENT SURVEY CONTROL
 JV1757  ___________________________________________________________________
 JV1757* NAD 83(1986)-  39 54 37.     (N)    076 42 13.     (W)     SCALED    
 JV1757* NAVD 88     -       219.122  (meters)     718.90   (feet)  ADJUSTED  
 JV1757  ___________________________________________________________________
 JV1757  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 JV1757  DYNAMIC HT  -         219.010 (meters)     718.54  (feet)  COMP
 JV1757  MODELED GRAV-     980,107.1   (mgal)                       NAVD 88
 JV1757
 JV1757  VERT ORDER  -  SECOND    CLASS 0
 JV1757
 JV1757.The horizontal coordinates were scaled from a topographic map and have
 JV1757.an estimated accuracy of +/- 6 seconds.
 JV1757
 JV1757.The orthometric height was determined by differential leveling
 JV1757.and adjusted by the National Geodetic Survey in June 1991..
 JV1757
 JV1757.The geoid height was determined by GEOID03.
 JV1757
 JV1757.The dynamic height is computed by dividing the NAVD 88
 JV1757.geopotential number by the normal gravity value computed on the
 JV1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1757.degrees latitude (g = 980.6199 gals.).
 JV1757
 JV1757.The modeled gravity was interpolated from observed gravity values.
 JV1757
 JV1757;                    North         East    Units  Estimated Accuracy
 JV1757;SPC PA S     -    64,590.      689,470.      MT  (+/- 180 meters Scaled)
 JV1757
 JV1757                          SUPERSEDED SURVEY CONTROL
 JV1757
 JV1757  NGVD 29 (??/??/??)  219.365  (m)          719.70   (f) ADJUSTED    2 0
 JV1757
 JV1757.Superseded values are not recommended for survey control.
 JV1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1757.See file dsdata.txt to determine how the superseded data were derived.
 JV1757
 JV1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK543191(NAD 83)
 JV1757_MARKER: DZ = AZIMUTH MARK DISK
 JV1757_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1757_SP_SET: BRIDGE
 JV1757_STAMPING: INNERST 1960
 JV1757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1757
 JV1757  HISTORY     - Date     Condition        Report By
 JV1757  HISTORY     - 1960     MONUMENTED       CGS
 JV1757  HISTORY     - 1961     GOOD             CGS
 JV1757  HISTORY     - 1982     GOOD             LOCSUR
 JV1757  HISTORY     - 1988     GOOD             USPSQD
 JV1757  HISTORY     - 1989     GOOD             USPSQD
 JV1757  HISTORY     - 19991201 GOOD             PADT
 JV1757
 JV1757                          STATION DESCRIPTION
 JV1757
 JV1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JV1757'1.9 MI S FROM SPRY.
 JV1757'1.9 MILES SOUTH ALONG INTERSTATE HIGHWAY 83 (U.S. HIGHWAY 111)
 JV1757'FROM THE JUNCTION OF STATE HIGHWAY 74 AND U.S. HIGHWAY 24 AT
 JV1757'THE INTERCHANGE BRIDGE OF INTERSTATE HIGHWAY 83 (U.S. HIGHWAY
 JV1757'111) ABOUT 1.0 MILE NORTH OF SPRY, SET IN TOP OF AND AT THE
 JV1757'WEST END OF THE SOUTH BANISTER OF A 156.0 FOOT LONG CONCRETE
 JV1757'BRIDGE OF THE NEW SALEM-DALLASTOWN INTERCHANGE BRIDGE OVER
 JV1757'INTERSTATE HIGHWAY 83 (U.S. HIGHWAY 111), 20.9 FEET SOUTH OF THE
 JV1757'CENTERLINE OF THE BRIDGE AND BLACKTOP ROAD, 2.0 FEET ABOVE THE
 JV1757'LEVEL OF THE BRIDGE FLOOR SURFACE AND LEVEL OF THE BLACKTOP
 JV1757'ROAD AND 0.8 INCHES EAST OF THE WEST END OF THE CONCRETE
 JV1757'BANISTER.
 JV1757
 JV1757                          STATION RECOVERY (1982)
 JV1757
 JV1757'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 JV1757'REMOVE-U.S. HIGHWAY 111 IN CONJUNCTION WITH INTERSTATE 83 CHANGE,
 JV1757''NEW SALEM-DALLASTOWN INTERCHANGE BRIDGE TO READ' LEADERS-HEIGHTS
 JV1757'INTERCHANGE BRIDGE.
 JV1757
 JV1757                          STATION RECOVERY (1988)
 JV1757
 JV1757'RECOVERY NOTE BY US POWER SQUADRON 1988 (RED)
 JV1757'RECOVERED IN GOOD CONDITION.
 JV1757
 JV1757                          STATION RECOVERY (1989)
 JV1757
 JV1757'RECOVERY NOTE BY US POWER SQUADRON 1989 (RED)
 JV1757'RECOVERED IN GOOD CONDITION.
 JV1757
 JV1757                          STATION RECOVERY (1999)
 JV1757
 JV1757'RECOVERY NOTE BY PA DEPT OF TRANSP 1999
 JV1757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1765 ***********************************************************************
 JV1765  DESIGNATION -  INNERST RM 1
 JV1765  PID         -  JV1765
 JV1765  STATE/COUNTY-  PA/YORK
 JV1765  USGS QUAD   -  YORK (1990)
 JV1765
 JV1765                         *CURRENT SURVEY CONTROL
 JV1765  ___________________________________________________________________
 JV1765* NAD 83(1986)-  39 54 21.     (N)    076 42 11.     (W)     SCALED    
 JV1765* NAVD 88     -       225.561  (meters)     740.03   (feet)  ADJUSTED  
 JV1765  ___________________________________________________________________
 JV1765  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JV1765  DYNAMIC HT  -         225.445 (meters)     739.65  (feet)  COMP
 JV1765  MODELED GRAV-     980,107.1   (mgal)                       NAVD 88
 JV1765
 JV1765  VERT ORDER  -  SECOND    CLASS 0
 JV1765
 JV1765.The horizontal coordinates were scaled from a topographic map and have
 JV1765.an estimated accuracy of +/- 6 seconds.
 JV1765
 JV1765.The orthometric height was determined by differential leveling
 JV1765.and adjusted by the National Geodetic Survey in June 1991..
 JV1765
 JV1765.The geoid height was determined by GEOID03.
 JV1765
 JV1765.The dynamic height is computed by dividing the NAVD 88
 JV1765.geopotential number by the normal gravity value computed on the
 JV1765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1765.degrees latitude (g = 980.6199 gals.).
 JV1765
 JV1765.The modeled gravity was interpolated from observed gravity values.
 JV1765
 JV1765;                    North         East    Units  Estimated Accuracy
 JV1765;SPC PA S     -    64,100.      689,520.      MT  (+/- 180 meters Scaled)
 JV1765
 JV1765                          SUPERSEDED SURVEY CONTROL
 JV1765
 JV1765  NGVD 29 (??/??/??)  225.804  (m)          740.83   (f) ADJUSTED    2 0
 JV1765
 JV1765.Superseded values are not recommended for survey control.
 JV1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1765.See file dsdata.txt to determine how the superseded data were derived.
 JV1765
 JV1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK544186(NAD 83)
 JV1765_MARKER: DR = REFERENCE MARK DISK
 JV1765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1765_STAMPING: INNERST NO 1 1960
 JV1765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1765+STABILITY: SURFACE MOTION
 JV1765
 JV1765  HISTORY     - Date     Condition        Report By
 JV1765  HISTORY     - 1960     MONUMENTED       CGS
 JV1765  HISTORY     - 1961     GOOD             CGS
 JV1765  HISTORY     - 20041008 MARK NOT FOUND   GEOCAC
 JV1765
 JV1765                          STATION DESCRIPTION
 JV1765
 JV1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JV1765'2.2 MI S FROM SPRY.
 JV1765'2.2 MILES SOUTH ALONG INTERSTATE HIGHWAY 83 (U.S. HIGHWAY 111)
 JV1765'FROM THE JUNCTION OF STATE HIGHWAY 74 AND U.S. HIGHWAY 24 AT
 JV1765'THE INTERCHANGE BRIDGE OF INTERSTATE HIGHWAY 83 (U.S. HIGHWAY
 JV1765'111), WHICH IS ABOUT 1.0 MILE NORTH OF SPRY, AND IS ABOUT 0.3
 JV1765'MILE SOUTH OF THE NEW SALEM-DALLASTOWN INTERCHANGE BRIDGE OVER
 JV1765'INTERSTATE HIGHWAY 83 (U.S. HIGHWAY 111), SET IN TOP OF A SQUARE
 JV1765'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND,
 JV1765'AT THE TOP OF AND HIGHEST POINT OF A TRIPLE CUT BANK, WHICH
 JV1765'IS APPROXIMATELY 90.0 FEET ABOVE THE LEVEL OF THE HIGHWAY, 140.7
 JV1765'FEET NORTH OF A 6-INCH MAPLE TREE AT THE NORTHWEST CORNER OF
 JV1765'A CULTIVATED FIELD AND TIMBER, 82.7 FEET NORTH OF THE STATION
 JV1765'MARK, 8.0 FEET EAST OF THE WEST EDGE OF CULTIVATED FIELD AND
 JV1765'3.0 FEET EAST OF THE EAST EDGE OF CULTIVATED FIELD.
 JV1765
 JV1765                          STATION RECOVERY (2004)
 JV1765
 JV1765'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 JV1765'BANK HAS BEEN CUT BACK SIGNIFICANTLY FOR INTERSTATE 83 CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1767 ***********************************************************************
 JV1767  DESIGNATION -  INNERST RM 2
 JV1767  PID         -  JV1767
 JV1767  STATE/COUNTY-  PA/YORK
 JV1767  USGS QUAD   -  YORK (1990)
 JV1767
 JV1767                         *CURRENT SURVEY CONTROL
 JV1767  ___________________________________________________________________
 JV1767* NAD 83(1986)-  39 54 21.     (N)    076 42 11.     (W)     SCALED    
 JV1767* NAVD 88     -       225.023  (meters)     738.26   (feet)  ADJUSTED  
 JV1767  ___________________________________________________________________
 JV1767  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JV1767  DYNAMIC HT  -         224.907 (meters)     737.88  (feet)  COMP
 JV1767  MODELED GRAV-     980,107.1   (mgal)                       NAVD 88
 JV1767
 JV1767  VERT ORDER  -  SECOND    CLASS 0
 JV1767
 JV1767.The horizontal coordinates were scaled from a topographic map and have
 JV1767.an estimated accuracy of +/- 6 seconds.
 JV1767
 JV1767.The orthometric height was determined by differential leveling
 JV1767.and adjusted by the National Geodetic Survey in June 1991..
 JV1767
 JV1767.The geoid height was determined by GEOID03.
 JV1767
 JV1767.The dynamic height is computed by dividing the NAVD 88
 JV1767.geopotential number by the normal gravity value computed on the
 JV1767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1767.degrees latitude (g = 980.6199 gals.).
 JV1767
 JV1767.The modeled gravity was interpolated from observed gravity values.
 JV1767
 JV1767;                    North         East    Units  Estimated Accuracy
 JV1767;SPC PA S     -    64,100.      689,520.      MT  (+/- 180 meters Scaled)
 JV1767
 JV1767                          SUPERSEDED SURVEY CONTROL
 JV1767
 JV1767  NGVD 29 (??/??/??)  225.265  (m)          739.06   (f) ADJUSTED    2 0
 JV1767
 JV1767.Superseded values are not recommended for survey control.
 JV1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1767.See file dsdata.txt to determine how the superseded data were derived.
 JV1767
 JV1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK544186(NAD 83)
 JV1767_MARKER: DR = REFERENCE MARK DISK
 JV1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1767_STAMPING: INNERST NO 2 1960
 JV1767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1767+STABILITY: SURFACE MOTION
 JV1767
 JV1767  HISTORY     - Date     Condition        Report By
 JV1767  HISTORY     - 1960     MONUMENTED       CGS
 JV1767  HISTORY     - 1961     GOOD             CGS
 JV1767  HISTORY     - 20041008 MARK NOT FOUND   GEOCAC
 JV1767
 JV1767                          STATION DESCRIPTION
 JV1767
 JV1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JV1767'2.2 MI S FROM SPRY.
 JV1767'2.2 MILES SOUTH ALONG INTERSTATE HIGHWAY 83 (U.S. HIGHWAY 111)
 JV1767'FROM THE JUNCTION OF STATE HIGHWAY 74 AND U.S. HIGHWAY 24 AT
 JV1767'THE INTERCHANGE BRIDGE OF INTERSTATE HIGHWAY 83 (U.S. HIGHWAY
 JV1767'111), WHICH IS ABOUT 1.0 MILE NORTH OF SPRY, AND IS ABOUT 0.3
 JV1767'MILE SOUTH OF THE NEW SALEM-DALLASTOWN INTERCHANGE BRIDGE OVER
 JV1767'INTERSTATE HIGHWAY 83 (U.S. HIGHWAY 111), SET IN TOP OF A SQUARE
 JV1767'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND,
 JV1767'AND APPROXIMATELY 90.0 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 JV1767'92.8 FEET EAST OF THE TOP CUT BANK, 80.1 FEET SOUTHEAST OF THE
 JV1767'STATION MARK, 73.0 FEET EAST OF A 6-INCH MAPLE, TRIANGULAR
 JV1767'BLAZED, TREE AT THE NORTHWEST CORNER OF A CULTIVATED FIELD AND
 JV1767'TIMBER AND 4.0 FEET SOUTH OF THE SOUTH EDGE OF THE CULTIVATED
 JV1767'FIELD.
 JV1767
 JV1767                          STATION RECOVERY (2004)
 JV1767
 JV1767'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 JV1767'BANK HAS BEEN CUT BACK SIGNIFICANTLY FOR INTERSTATE 83 CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3049 ***********************************************************************
 KW3049  DESIGNATION -  IONA
 KW3049  PID         -  KW3049
 KW3049  STATE/COUNTY-  PA/LEBANON
 KW3049  USGS QUAD   -  RICHLAND (1984)
 KW3049
 KW3049                         *CURRENT SURVEY CONTROL
 KW3049  ___________________________________________________________________
 KW3049* NAD 83(1992)-  40 18 30.47408(N)    076 20 19.15211(W)     ADJUSTED  
 KW3049* NAVD 88     -       194.20   (+/-2cm)     637.1    (feet)  VERTCON   
 KW3049  ___________________________________________________________________
 KW3049  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 KW3049  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 KW3049
 KW3049  HORZ ORDER  -  SECOND
 KW3049  VERT ORDER  -  THIRD ? (See Below)
 KW3049
 KW3049.The horizontal coordinates were established by classical geodetic methods
 KW3049.and adjusted by the National Geodetic Survey in June 2002..
 KW3049
 KW3049.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW3049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW3049.The vertical order pertains to the NGVD 29 superseded value.
 KW3049
 KW3049.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3049
 KW3049.The geoid height was determined by GEOID03.
 KW3049
 KW3049;                    North         East     Units Scale Factor Converg.
 KW3049;SPC PA S     -   109,232.082   719,966.679   MT  0.99996257   +0 54 56.4
 KW3049;SPC PA S     -   358,372.26  2,362,090.68   sFT  0.99996257   +0 54 56.4
 KW3049;UTM  18      - 4,462,854.459   386,247.068   MT  0.99975928   -0 51 57.9
 KW3049
 KW3049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3049!SPC PA S     -   0.99997499  x   0.99996257  =   0.99993756
 KW3049!UTM  18      -   0.99997499  x   0.99975928  =   0.99973427
 KW3049
 KW3049:                Primary Azimuth Mark                     Grid Az
 KW3049:SPC PA S     -  MYERSTOWN CITY WATER TANK                022 11 25.5
 KW3049:UTM  18      -  MYERSTOWN CITY WATER TANK                023 58 19.8
 KW3049
 KW3049|---------------------------------------------------------------------|
 KW3049| PID    Reference Object                     Distance      Geod. Az  |
 KW3049|                                                           dddmmss.s |
 KW3049| KW3042 MYERSTOWN CITY WATER TANK           APPROX. 8.2 KM 0230621.9 |
 KW3049| KW3048 RICHLAND STANDPIPE                  APPROX. 8.9 KM 0535756.5 |
 KW3049| CB4426 IONA RM 1                            67.510 METERS 09245     |
 KW3049| KW3047 SCHAEFFERSTOWN ST PAULS CHURCH      APPROX. 3.7 KM 1071912.6 |
 KW3049| CB3620 IONA AZ MK                                         1084856.3 |
 KW3049| CB4427 IONA RM 2                            89.240 METERS 22032     |
 KW3049|---------------------------------------------------------------------|
 KW3049
 KW3049                          SUPERSEDED SURVEY CONTROL
 KW3049
 KW3049  NAD 83(1986)-  40 18 30.46627(N)    076 20 19.15634(W) AD(       ) 2
 KW3049  NAD 27      -  40 18 30.13590(N)    076 20 20.31060(W) AD(       ) 2
 KW3049  NGVD 29 (07/19/86)  194.41   (m)          637.8    (f) LEVELING    3  
 KW3049
 KW3049.Superseded values are not recommended for survey control.
 KW3049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3049.See file dsdata.txt to determine how the superseded data were derived.
 KW3049
 KW3049_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK8624762854(NAD 83)
 KW3049_MARKER: DS = TRIANGULATION STATION DISK
 KW3049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3049_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW3049+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2005
 KW3049
 KW3049  HISTORY     - Date     Condition        Report By
 KW3049  HISTORY     - 1942     MONUMENTED       CGS
 KW3049  HISTORY     - 20050416 GOOD             GEOCAC
 KW3049
 KW3049                          STATION DESCRIPTION
 KW3049
 KW3049'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW3049'STATION IS LOCATED ABOUT 5.5 MILES SE OF LEBANON AND ABOUT 2.3 MILES
 KW3049'NW OF SHAEFFERSTOWN ON PROPERTY OWNED BY MRS.  EDITH M. KROALL.
 KW3049'MARK IS 8 FEET S OF A BARN, 24 FEET SW OF THE SE CORNER OF THE BARN,
 KW3049'AND 24 FEET SE OF THE SW CORNER OF THE BARN. MARK IS SET IN
 KW3049'A 16-INCH SQUARE CONCRETE MOMUMENT FLUSH WITH THE GROUND AND IS
 KW3049'STAMPED IONA 1942.
 KW3049'
 KW3049'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS
 KW3049'SET IN CONCRETE.
 KW3049'
 KW3049'REFERENCE MARK NO. 1 IS E OF THE STATION AND 1 FOOT S OF AN E-W FENCE
 KW3049'LINE AT THE CORNER OF A CHICKEN YARD.  MARK IS STAMPED IONA
 KW3049'NO. 1 1942 AND PROJECTS ABOUT 6 INCHES.
 KW3049'
 KW3049'REFERENCE MARK NO. 2 IS SW OF THE STATION, 25 PACES N OF A STONE WALL
 KW3049'BETWEEN FIELD AND WOODS, IT IS AT A N-S STONE WALL THAT
 KW3049'RUNS INTO A FIELD AND 25 FEET NW OF A 12-INCH OAK TREE.  MARK IS
 KW3049'STAMPED IONA NO. 2 1942 AND PROJECTS ABOUT 4 INCHES.
 KW3049'
 KW3049'AZIMUTH MARK IS 11 FEET SW OF THE CENTER LINE OF THE ROAD LEADING TO
 KW3049'IT, 4 FEET SE OF N.T. COMPANY TELEPHONE POLE NO. 438, ON THE
 KW3049'NE EDGE OF A CULTIVATED FIELD.  TO REACH THE AZIMUTH FROM THE STATION
 KW3049'RETURN TO THE HIGHWAY AND TURN RIGHT AND GO 0.45 MILE TO FIRST
 KW3049'CROSS ROAD, TURN RIGHT AND GO 0.1 MILE TO MARK ON THE RIGHT.
 KW3049'
 KW3049'TO REACH THE STATION FROM SCHAEFFERSTOWN AT THE JUNCTION OF 897 AND
 KW3049'501, AT RED BRICK CHURCH AND FIRE HOUSE, GO W ON STATE HIGHWAY
 KW3049'897 FOR 0.5 MILE TO WHERE 501 TURNS TO THE RIGHT, HERE CONTINUE
 KW3049'STRAIGHT AHEAD FOR 0.1 MILE TO A FORKS, TAKE RIGHT FORK AND GO
 KW3049'1.8 MILES ON STATE HIGHWAY 897 TO A DRIVE LEFT BETWEEN TWO HOUSES
 KW3049'JUST BEFORE REACHING A TYDOL GAS STATION ON THE LEFT.
 KW3049'TURN LEFT AND GO 0.05 MILE TO A LARGE BARN AND STATION AT THE S END
 KW3049'OF THE BARN.
 KW3049'
 KW3049'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 KW3049
 KW3049                          STATION RECOVERY (2005)
 KW3049
 KW3049'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW3049'STATION IS LOCATED BEHIND PROPERTY AT 2407 MAIN ST.
 KW3049'REFERENCE MARK 1 IS LOCATED ON PROPERTY AT 2411 MAIN ST.
 KW3049'REFERENCE MARK 2 - DELETE REFERENCE TO 12-INCH OAK. REFERENCE MARK 2
 KW3049'IS 5 FEET SOUTHWEST OF AN 8-INCH TREE.
 KW3049'AZIMUTH MARK SEARCHED FOR BUT NOT FOUND. ROAD HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA5441 ***********************************************************************
 AA5441  SACS        -  This is a Secondary Airport Control Station.
 AA5441  DESIGNATION -  IPT AP STA A
 AA5441  PID         -  AA5441
 AA5441  STATE/COUNTY-  PA/LYCOMING
 AA5441  USGS QUAD   -  MONTOURSVILLE SOUTH (1994)
 AA5441
 AA5441                         *CURRENT SURVEY CONTROL
 AA5441  ___________________________________________________________________
 AA5441* NAD 83(1996)-  41 14 31.72711(N)    076 54 41.06996(W)     ADJUSTED  
 AA5441* NAVD 88     -       159.91   (meters)     524.6    (feet)  GPS OBS   
 AA5441  ___________________________________________________________________
 AA5441  X           -   1,087,674.937 (meters)                     COMP
 AA5441  Y           -  -4,678,224.007 (meters)                     COMP
 AA5441  Z           -   4,182,764.939 (meters)                     COMP
 AA5441  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 AA5441  ELLIP HEIGHT-         126.70  (meters)          (10/09/02) GPS OBS
 AA5441  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 AA5441
 AA5441  HORZ ORDER  -  FIRST
 AA5441  ELLP ORDER  -  THIRD     CLASS I
 AA5441
 AA5441.This mark is at Williamsport-Lycoming Co Airport (IPT)
 AA5441
 AA5441.The horizontal coordinates were established by GPS observations
 AA5441.and adjusted by the National Geodetic Survey in October 2002..
 AA5441
 AA5441.The orthometric height was determined by GPS observations and a
 AA5441.high-resolution geoid model.
 AA5441
 AA5441.GPS derived orthometric heights for airport stations designated as
 AA5441.PACS or SACS are published to 2 decimal places.  This maintains
 AA5441.centimeter relative accuracy between the PACS and SACS.  It does
 AA5441.not indicate centimeter accuracy relative to other marks which are
 AA5441.part of the NAVD 88 network.
 AA5441
 AA5441.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5441
 AA5441.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5441
 AA5441.The ellipsoidal height was determined by GPS observations
 AA5441.and is referenced to NAD 83.
 AA5441
 AA5441.The geoid height was determined by GEOID03.
 AA5441
 AA5441;                    North         East     Units Scale Factor Converg.
 AA5441;SPC PA N     -   119,776.150   670,292.413   MT  0.99996150   +0 33 17.1
 AA5441;SPC PA N     -   392,965.59  2,199,117.69   sFT  0.99996150   +0 33 17.1
 AA5441;UTM  18      - 4,567,399.767   339,833.447   MT  0.99991572   -1 15 37.3
 AA5441
 AA5441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5441!SPC PA N     -   0.99998013  x   0.99996150  =   0.99994163
 AA5441!UTM  18      -   0.99998013  x   0.99991572  =   0.99989585
 AA5441
 AA5441:                Primary Azimuth Mark                     Grid Az
 AA5441:SPC PA N     -  IPT ARP                                  269 29 15.1
 AA5441:UTM  18      -  IPT ARP                                  271 18 09.5
 AA5441
 AA5441|---------------------------------------------------------------------|
 AA5441| PID    Reference Object                     Distance      Geod. Az  |
 AA5441|                                                           dddmmss.s |
 AA5441| AA5440 IPT ARP                             APPROX. 0.7 KM 2700232.2 |
 AA5441|---------------------------------------------------------------------|
 AA5441
 AA5441                          SUPERSEDED SURVEY CONTROL
 AA5441
 AA5441  ELLIP H (08/09/01)  126.69   (m)                       GP(       ) 4 2
 AA5441  NAD 83(1992)-  41 14 31.72729(N)    076 54 41.06975(W) AD(       ) 1
 AA5441  ELLIP H (05/23/95)  126.68   (m)                       GP(       ) 3 1
 AA5441  NGVD 29 (05/23/95)  160.13   (m)          525.4    (f) LEVELING    3  
 AA5441
 AA5441.Superseded values are not recommended for survey control.
 AA5441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5441.See file dsdata.txt to determine how the superseded data were derived.
 AA5441
 AA5441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL3983367400(NAD 83)
 AA5441_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA5441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5441_STAMPING: AP 1962 STA A
 AA5441_MARK LOGO: CGS   
 AA5441_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5441+STABILITY: SURFACE MOTION
 AA5441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5441+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2001
 AA5441
 AA5441  HISTORY     - Date     Condition        Report By
 AA5441  HISTORY     - 1962     MONUMENTED       CGS
 AA5441  HISTORY     - 19920615 GOOD             NGS
 AA5441  HISTORY     - 20011030 GOOD             NGS
 AA5441
 AA5441                          STATION DESCRIPTION
 AA5441
 AA5441'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ETO)
 AA5441'STATION IS LOCATED ON THE WILLIAMSPORT-LYCOMING COUNTY AIRPORT WHICH
 AA5441'IS EAST OF THE CITY OF WILLIAMSPORT, PA AND AT THE SOUTH SECTION OF
 AA5441'THE CITY OF MONTOURSVILLE,PA JUST EAST OF THE JUNCTION OF INTERSTATE
 AA5441'HIGHWAY 180 AND STATE ROUTE 2014 (BROAD STREET).  FROM BROAD STREET
 AA5441'TURN SOUTH ON LOYALSOCK AVE TO THE AIRPORT STRAIGHT AHEAD JUST BEYOND
 AA5441'AFTER CROSSING A SET OF RAILROAD TRACKS. AT THE T-INTERSECTION BEYONG
 AA5441'THE TRACKS AT THE AIRPORT PERIMETER TURN EAST TO THE AIRPORT OFFICE IN
 AA5441'THE TERMINAL BUILDING.  THE AIRPORT DIRECTORS PHONE NUMBER IS
 AA5441'717-368-2444.
 AA5441' 
 AA5441'TO REACH FROM THE AIRPORT SIDE OF THE TERMINAL BUILDING DRIVE EAST OF
 AA5441'THE TAXIWAY RUNNING PARALLEL TO RUNWAY 12/30 TO ITS EAST END AND THE
 AA5441'JUNCTION OF RUNWAY ENDS 27 AND 30.  STATION IS IN THE GRASS JUST EAST
 AA5441'OF A BLACK TOP AREA BETWEEN THE RUNWAY ENDS.
 AA5441' 
 AA5441'IT IS 188.4 FT (57.4 M) S OF THE CENTERLINE END OF RUNWAY 27, 75.7 FT
 AA5441'(23.1 M) SW OF THE SOUTH END OF A LIGHT BAR, 59.6 FT (18.2 M) NW OF
 AA5441'THE MOST NORTHERLY THRESHOLD LIGHT FOR RUNWAY END 39 AND 19.4 FT (5.9
 AA5441'M) E OF THE EDGE OF THE BLACKTOP.
 AA5441
 AA5441                          STATION RECOVERY (1992)
 AA5441
 AA5441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AA5441'STATION IS A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A 8 INCH
 AA5441'SQUARE CONCRETE POST, 188.4 FT (57.4 M) SOUTH OF THE CENTERLINE OF
 AA5441'RUNWAY 27, 75.7 FT (23.1 M) SOUTHWEST OF THE SOUTH END OF THRESHOLD
 AA5441'BAR, 59.6 FT (18.2 M) NORTHWEST OF THE MOST NORTHERLY THRESHOLD LIGHT
 AA5441'FOR RUNWAY 30, 19.4 FT (5.9 M) EAST OF THE EDGE OF BLACKTOP.
 AA5441
 AA5441                          STATION RECOVERY (2001)
 AA5441
 AA5441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 AA5441'RECOVERED AS DESCRIBED 10/30/2001 BY R.G. HAYES WITH 1 NOTE AND 3
 AA5441'NEW MEASUREMENTS.
 AA5441' 
 AA5441'5.7 M EAST OF THE EAST EDGE OF THE ASPHALT BETWEEN THE 2 RUNWAY
 AA5441'ENDS, 9.0 M SOUTH-SOUTHEAST OF THE CENTER OF A 2 X 3 FOOT STORM
 AA5441'DRAIN GRATE AT THE EAST EDGE OF THE ASPHALT, 14.9 M
 AA5441'NORTH-NORTHEAST OF THE NORTH 1 OF 4 THRESHOLD LIGHTS FOR
 AA5441'RUNWAY END 30, AND THE MONUMENT IS ABOUT 10 CM BELOW THE
 AA5441'ASPHALT LEVEL AND RECESSED ABOUT 5 CM BELOW THE
 AA5441'GROUND SURFACE.
 AA5441' 
 AA5441'--NOTE--THE PHONE NUMBER FOR DIRECTOR OF OPERATIONS,  ACCESS AND
 AA5441'REQUIRED ESCORT IS 570-368-2444.
 AA5441'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA5440 ***********************************************************************
 AA5440  PACS        -  This is a Primary Airport Control Station.
 AA5440  DESIGNATION -  IPT ARP
 AA5440  PID         -  AA5440
 AA5440  STATE/COUNTY-  PA/LYCOMING
 AA5440  USGS QUAD   -  MONTOURSVILLE SOUTH (1994)
 AA5440
 AA5440                         *CURRENT SURVEY CONTROL
 AA5440  ___________________________________________________________________
 AA5440* NAD 83(1992)-  41 14 31.74274(N)    076 55 11.09580(W)     ADJUSTED  
 AA5440* NAVD 88     -       159.87   (meters)     524.5    (feet)  GPS OBS   
 AA5440  ___________________________________________________________________
 AA5440  X           -   1,086,993.839 (meters)                     COMP
 AA5440  Y           -  -4,678,381.943 (meters)                     COMP
 AA5440  Z           -   4,182,765.269 (meters)                     COMP
 AA5440  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 AA5440  ELLIP HEIGHT-         126.65  (meters)          (09/01/01) GPS OBS
 AA5440  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 AA5440
 AA5440  HORZ ORDER  -  B
 AA5440  ELLP ORDER  -  THIRD     CLASS I
 AA5440
 AA5440.This mark is at Williamsport-Lycoming Co Airport (IPT)
 AA5440
 AA5440.The horizontal coordinates were established by GPS observations
 AA5440.and adjusted by the National Geodetic Survey in May 1995..
 AA5440
 AA5440.The orthometric height was determined by GPS observations and a
 AA5440.high-resolution geoid model.
 AA5440
 AA5440.GPS derived orthometric heights for airport stations designated as
 AA5440.PACS or SACS are published to 2 decimal places.  This maintains
 AA5440.centimeter relative accuracy between the PACS and SACS.  It does
 AA5440.not indicate centimeter accuracy relative to other marks which are
 AA5440.part of the NAVD 88 network.
 AA5440
 AA5440.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5440
 AA5440.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5440
 AA5440.The ellipsoidal height was determined by GPS observations
 AA5440.and is referenced to NAD 83.
 AA5440
 AA5440.The geoid height was determined by GEOID03.
 AA5440
 AA5440;                    North         East     Units Scale Factor Converg.
 AA5440;SPC PA N     -   119,769.896   669,593.312   MT  0.99996150   +0 32 57.3
 AA5440;SPC PA N     -   392,945.07  2,196,824.06   sFT  0.99996150   +0 32 57.3
 AA5440;UTM  18      - 4,567,415.659   339,134.529   MT  0.99991849   -1 15 57.1
 AA5440
 AA5440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5440!SPC PA N     -   0.99998013  x   0.99996150  =   0.99994164
 AA5440!UTM  18      -   0.99998013  x   0.99991849  =   0.99989863
 AA5440
 AA5440:                Primary Azimuth Mark                     Grid Az
 AA5440:SPC PA N     -  IPT AP STA A                             089 29 15.1
 AA5440:UTM  18      -  IPT AP STA A                             091 18 09.5
 AA5440
 AA5440|---------------------------------------------------------------------|
 AA5440| PID    Reference Object                     Distance      Geod. Az  |
 AA5440|                                                           dddmmss.s |
 AA5440| AA5441 IPT AP STA A                        APPROX. 0.7 KM 0900212.4 |
 AA5440|---------------------------------------------------------------------|
 AA5440
 AA5440                          SUPERSEDED SURVEY CONTROL
 AA5440
 AA5440  ELLIP H (05/23/95)  126.63   (m)                       GP(       ) 3 1
 AA5440  NGVD 29 (05/23/95)  160.08   (m)          525.2    (f) LEVELING    3  
 AA5440
 AA5440.Superseded values are not recommended for survey control.
 AA5440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5440.See file dsdata.txt to determine how the superseded data were derived.
 AA5440
 AA5440_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL3913567416(NAD 83)
 AA5440_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA5440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5440_STAMPING: ARP 1962
 AA5440_MARK LOGO: CGS   
 AA5440_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5440+STABILITY: SURFACE MOTION
 AA5440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5440+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2001
 AA5440
 AA5440  HISTORY     - Date     Condition        Report By
 AA5440  HISTORY     - 1962     MONUMENTED       CGS
 AA5440  HISTORY     - 19921115 GOOD             NGS
 AA5440  HISTORY     - 20000105 GOOD             PADT
 AA5440  HISTORY     - 20011030 GOOD             NGS
 AA5440
 AA5440                          STATION DESCRIPTION
 AA5440
 AA5440'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ETO)
 AA5440'STATION IS LOCATED ON THE WILLIAMSPORT-LYCOMING COUNTY AIRPORT WHICH
 AA5440'IS EAST OF THE CITY OF WILLIAMSPORT, PA AND AT THE SOUTH SECTION OF
 AA5440'THE CITY OF MONTOURSVILLE,PA JUST EAST OF THE JUNCTION OF INTERSTATE
 AA5440'HIGHWAY 180 AND STATE ROUTE 2014 (BROAD STREET).  FROM BROAD STREET
 AA5440'TURN SOUTH ON LOYALSOCK AVE TO THE AIRPORT STRAIGHT AHEAD JUST BEYOND
 AA5440'AFTER CROSSING A SET OF RAILROAD TRACKS. AT THE T-INTERSECTION BEYONG
 AA5440'THE TRACKS AT THE AIRPORT PERIMETER TURN EAST TO THE AIRPORT OFFICE IN
 AA5440'THE TERMINAL BUILDING.  THE AIRPORT DIRECTORS PHONE NUMBER IS
 AA5440'717-368-2444.
 AA5440' 
 AA5440'TO REACH FROM THE AIRPORT SIDE OF THE TERMINAL BUILDING SOUTH TO
 AA5440'EITHER OF TWO TAXIWAYS CONNECTING TO RUNWAY 12/30.  CROSS RUNWAY 12/30
 AA5440'ONTO A TAXIWAY CONNECTING RUNWAYS 12/30 AND 9/27 AT A PAINTED BAR
 AA5440'ACROSS THE TAXIWAY TURN WEST ONTO AN ABANDONED ASPHALT STRIP AND THE
 AA5440'STATION 0.05 MI (0.08 KM) WEST OF THE TAXIWAY AND JUST SOUTH OF THE
 AA5440'SOUTH EDGE OF THE ASPHALT STRIP.
 AA5440' 
 AA5440'IT IS 324.2 FT (98.8 M) NE OF THE RUNWAY LIGHT (SHOWS WHITE) CLOSEST
 AA5440'TO THE JUNCTION OF RUNWAYS 15/33 AND 9/27, 307.0 FT (93.6 M) W OF THE
 AA5440'CENTERLINE OF THE TAXIWAY, 278.9 FT (85.0 M) W OF A TAXIWAY LIGHT AT
 AA5440'THE PAINTED BAR (DESIGNATED D42), 39 FT (11.9 M) SOUTH OF THE SOUTH
 AA5440'EDGE OF THE ABANDONED ASPHALT PAVEMENT AND ABOUT 19 FT (5.8 M) E OF
 AA5440'THE PROJECTED LINE FORMED BY THE SECOND RUNWAY LIGHT EAST OF THE
 AA5440'INTERSECTION OF THE RUNWAYS AND THE RUNWAY LIGHT ON THE SOUTH SIDE OF
 AA5440'THE RUNWAY WHICH IS CLOSEST TO THE RUNWAY INTERSECTION.
 AA5440
 AA5440                          STATION RECOVERY (1992)
 AA5440
 AA5440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AA5440'THE STATION IS LOCATED IN THE CENTER OF THE AIRPORT NORTHEAST OF THE
 AA5440'INTERSECTION OF RUNWAYS 9-27 AND 15-33.  IT IS 324.2 FT (98.8 M)
 AA5440'NORTHEAST OF RWY LT NO R80 (THE FIRST LIGHT EAST OF THE RUNWAY
 AA5440'INTERSECTION), 300.4 FT (91.6 M) NORTHWEST OF RWY LT NO R82 (THE THIRD
 AA5440'LIGHT EAST OF THE INTERSECTION), 247.4 FT (75.4 M) NORTH OF RWY LT NO
 AA5440'R81 (SECOND LIGHT) AND 18.8 FT (5.7 M) EAST OF THE PROJECTED LINE
 AA5440'BETWEEN THIS LIGHT AND ITS OPPOSITE.  IT IS 307.0 FT (93.6 M) WEST OF
 AA5440'THE CENTERLINE OF TAXIWAY D (NORTH-SOUTH MIDFIELD), 278.9 FT (85.0 M)
 AA5440'WEST OF TAXIWAY LT D42 (FIRST LIGHT NORTH OF HOLD BAR), AND 39 FT
 AA5440'(11.9 M) SOUTH OF THE SOUTH EDGE OF AN ABANDONED ASPHALT TAXIWAY.  IT
 AA5440'IS A STANDARD USCGS TOPOGRAPHIC DISK STAMPED---ARP 1962---, AND SET IN
 AA5440'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AA5440
 AA5440                          STATION RECOVERY (2000)
 AA5440
 AA5440'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (CIH)
 AA5440'FOR ACCESS TO THE STATION, CONTACT THE AIR TRAFFIC CONTROL TOWER AT
 AA5440'THE TIME OF ARRIVAL AT 570-368-2141 AND REQUEST MAINTENANCE FOR AN
 AA5440'ESCORT TO THE STATION.
 AA5440
 AA5440                          STATION RECOVERY (2001)
 AA5440
 AA5440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 AA5440'RECOVERED AS DESCRIBED 10/30/2001 BY R.G. HAYES WITH 1 NOTE.
 AA5440' 
 AA5440'--NOTE--THE PHONE NUMBER FOR DIRECTOR OF OPERATIONS,  ACCESS AND
 AA5440'REQUIRED ESCORT IS 570-368-2444.
 AA5440'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0440 ***********************************************************************
 LZ0440  DESIGNATION -  IRELAND
 LZ0440  PID         -  LZ0440
 LZ0440  STATE/COUNTY-  PA/NORTHUMBERLAND
 LZ0440  USGS QUAD   -  MILTON (1983)
 LZ0440
 LZ0440                         *CURRENT SURVEY CONTROL
 LZ0440  ___________________________________________________________________
 LZ0440* NAD 83(1992)-  41 01 24.80579(N)    076 48 26.44043(W)     ADJUSTED  
 LZ0440* NAVD 88     -       204.892  (meters)     672.22   (feet)  ADJUSTED  
 LZ0440  ___________________________________________________________________
 LZ0440  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 LZ0440  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 LZ0440  DYNAMIC HT  -         204.805 (meters)     671.93  (feet)  COMP
 LZ0440  MODELED GRAV-     980,192.7   (mgal)                       NAVD 88
 LZ0440
 LZ0440  HORZ ORDER  -  SECOND
 LZ0440  VERT ORDER  -  SECOND    CLASS 0
 LZ0440
 LZ0440.The horizontal coordinates were established by classical geodetic methods
 LZ0440.and adjusted by the National Geodetic Survey in June 2002..
 LZ0440
 LZ0440.The orthometric height was determined by differential leveling
 LZ0440.and adjusted by the National Geodetic Survey in June 1991..
 LZ0440
 LZ0440.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ0440
 LZ0440.The geoid height was determined by GEOID03.
 LZ0440
 LZ0440.The dynamic height is computed by dividing the NAVD 88
 LZ0440.geopotential number by the normal gravity value computed on the
 LZ0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0440.degrees latitude (g = 980.6199 gals.).
 LZ0440
 LZ0440.The modeled gravity was interpolated from observed gravity values.
 LZ0440
 LZ0440;                    North         East     Units Scale Factor Converg.
 LZ0440;SPC PA N     -    95,592.268   679,279.120   MT  0.99998033   +0 37 25.0
 LZ0440;SPC PA N     -   313,622.30  2,228,601.58   sFT  0.99998033   +0 37 25.0
 LZ0440;UTM  18      - 4,542,945.446   348,050.148   MT  0.99988417   -1 11 11.4
 LZ0440
 LZ0440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ0440!SPC PA N     -   0.99997308  x   0.99998033  =   0.99995341
 LZ0440!UTM  18      -   0.99997308  x   0.99988417  =   0.99985726
 LZ0440
 LZ0440|---------------------------------------------------------------------|
 LZ0440| PID    Reference Object                     Distance      Geod. Az  |
 LZ0440|                                                           dddmmss.s |
 LZ0440| CB4428 IRELAND RM 1                          4.631 METERS 06533     |
 LZ0440| LZ1966 LIME                                APPROX. 1.4 KM 1362710.9 |
 LZ0440| CB4429 IRELAND RM 2                          5.812 METERS 24805     |
 LZ0440|---------------------------------------------------------------------|
 LZ0440
 LZ0440                          SUPERSEDED SURVEY CONTROL
 LZ0440
 LZ0440  NAD 83(1986)-  41 01 24.80569(N)    076 48 26.43665(W) AD(       ) 2
 LZ0440  NAD 27      -  41 01 24.49570(N)    076 48 27.56690(W) AD(       ) 2
 LZ0440  NGVD 29 (??/??/92)  205.115  (m)          672.95   (f) ADJ UNCH    2 0
 LZ0440
 LZ0440.Superseded values are not recommended for survey control.
 LZ0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0440.See file dsdata.txt to determine how the superseded data were derived.
 LZ0440
 LZ0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL4805042945(NAD 83)
 LZ0440_MARKER: DS = TRIANGULATION STATION DISK
 LZ0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0440_STAMPING: IRELAND 1958
 LZ0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0440+STABILITY: SURFACE MOTION
 LZ0440
 LZ0440  HISTORY     - Date     Condition        Report By
 LZ0440  HISTORY     - 1959     MONUMENTED       CGS
 LZ0440  HISTORY     - 1959     GOOD             NGS
 LZ0440  HISTORY     - 1962     GOOD             USGS
 LZ0440
 LZ0440                          STATION DESCRIPTION
 LZ0440
 LZ0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LZ0440'THE STATION IS LOCATED ABOUT 2 MILES EAST OF MILTON, ABOUT 2 MILES
 LZ0440'WEST OF THE NORTHUMBERLAND-MONTOUR COUNTY LINE, 20 FEET SOUTH OF
 LZ0440'THE CENTER OF A GRAVELED ROAD, 12 FEET WEST OF A POWERLINE POLE
 LZ0440'NUMBER 7, AND 5.0 FEET WEST OF A STANDARD METAL WITNESS
 LZ0440'POST.
 LZ0440'
 LZ0440'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 254 IN MILTON, GO
 LZ0440'EAST ON HIGHWAY 254 FOR 2 MILES TO A CROSSROAD WITH A STONE HOUSE
 LZ0440'IN THE NORTHWEST ANGLE OF THE INTERSECTION, TURN LEFT AND GO NORTH ON
 LZ0440'A GRAVELED ROAD (COUNTY HIGHWAY 49126) FOR 0.07 MILE TO A
 LZ0440'T-ROAD, TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.54 MILE TO
 LZ0440'TOP OF GRADE AND STATION SITE ON THE RIGHT.
 LZ0440'
 LZ0440'THE STATION, A STANDARD DISK STAMPED IRELAND 1958, IS SET IN A SQUARE
 LZ0440'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 LZ0440'
 LZ0440'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED IRELAND NO 1 1958,
 LZ0440'IS SET IN A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 LZ0440'OF THE GROUND.  IT IS LOCATED 18 FEET SOUTH OF THE CENTER OF A
 LZ0440'GRAVELED ROAD, 10 FEET EAST OF A STANDARD METAL WITNESS POST,
 LZ0440'AND 4 FEET EAST OF A POWERLINE POLE NUMBER 7.
 LZ0440'
 LZ0440'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED IRELAND NO 2 1958,
 LZ0440'IS SET IN A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 LZ0440'OF THE GROUND.  IT IS LOCATED 31 FEET WEST OF A POWERLINE POLE NUMBER
 LZ0440'7, 23 FEET WEST OF A STANDARD METAL WITNESS POST, AND 19 FEET
 LZ0440'SOUTH OF THE CENTER OF A GRAVELED ROAD.
 LZ0440'
 LZ0440'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LZ0440
 LZ0440                          STATION RECOVERY (1959)
 LZ0440
 LZ0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LZ0440'4.2 MI E FROM MILTON.
 LZ0440'ABOUT 1.7 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LZ0440'RAILROAD STATION AT MILTON, THENCE 0.25 MILE EAST ON STATE
 LZ0440'HIGHWAY NO 14, THENCE 1.4 MILE EAST ALONG A BLACKTOP ROAD, THENCE
 LZ0440'0.6 MILE SOUTH ON A GRAVEL ROAD, THENCE 0.05 MILE SOUTHWEST ON
 LZ0440'A BLACKTOP ROAD, THENCE 0.95 MILE SOUTHEAST ON A GRAVEL ROAD,
 LZ0440'THENCE 0.25 MILE WEST ON A GRAVEL ROAD, SET ON TOP OF A SMALL
 LZ0440'HILL ABOUT 0.1 MILE EAST OF A TWO-STORY FRAME HOUSE AND ACROSS
 LZ0440'THE ROAD FROM A SMALL ORCHARD, 37 FEET SOUTH AND ACROSS THE
 LZ0440'ROAD FROM A POWER POLE, 12 FEET WEST OF A TELEPHONE POLE, 15 FEET
 LZ0440'WEST OF RM NO 1, 19 FEET EAST OF RM NO 2, 19 FEET SOUTH OF THE
 LZ0440'CENTERLINE OF THE GRAVEL ROAD, 3 FEET ABOVE THE GRAVEL ROAD AND
 LZ0440'PROJECTING 1 INCH.
 LZ0440
 LZ0440                          STATION RECOVERY (1962)
 LZ0440
 LZ0440'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LZ0440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0439 ***********************************************************************
 LZ0439  DESIGNATION -  IRELAND 1
 LZ0439  PID         -  LZ0439
 LZ0439  STATE/COUNTY-  PA/NORTHUMBERLAND
 LZ0439  USGS QUAD   -  MILTON (1983)
 LZ0439
 LZ0439                         *CURRENT SURVEY CONTROL
 LZ0439  ___________________________________________________________________
 LZ0439* NAD 83(1986)-  41 01 24.     (N)    076 48 27.     (W)     SCALED    
 LZ0439* NAVD 88     -       205.095  (meters)     672.88   (feet)  ADJUSTED  
 LZ0439  ___________________________________________________________________
 LZ0439  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 LZ0439  DYNAMIC HT  -         205.008 (meters)     672.60  (feet)  COMP
 LZ0439  MODELED GRAV-     980,192.7   (mgal)                       NAVD 88
 LZ0439
 LZ0439  VERT ORDER  -  SECOND    CLASS 0
 LZ0439
 LZ0439.The horizontal coordinates were scaled from a topographic map and have
 LZ0439.an estimated accuracy of +/- 6 seconds.
 LZ0439
 LZ0439.The orthometric height was determined by differential leveling
 LZ0439.and adjusted by the National Geodetic Survey in June 1991..
 LZ0439
 LZ0439.The geoid height was determined by GEOID03.
 LZ0439
 LZ0439.The dynamic height is computed by dividing the NAVD 88
 LZ0439.geopotential number by the normal gravity value computed on the
 LZ0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0439.degrees latitude (g = 980.6199 gals.).
 LZ0439
 LZ0439.The modeled gravity was interpolated from observed gravity values.
 LZ0439
 LZ0439;                    North         East    Units  Estimated Accuracy
 LZ0439;SPC PA N     -    95,570.      679,270.      MT  (+/- 180 meters Scaled)
 LZ0439
 LZ0439                          SUPERSEDED SURVEY CONTROL
 LZ0439
 LZ0439  NGVD 29 (??/??/92)  205.318  (m)          673.61   (f) ADJ UNCH    2 0
 LZ0439
 LZ0439.Superseded values are not recommended for survey control.
 LZ0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0439.See file dsdata.txt to determine how the superseded data were derived.
 LZ0439
 LZ0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL480429(NAD 83)
 LZ0439_MARKER: DR = REFERENCE MARK DISK
 LZ0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0439_STAMPING: IRELAND NO 1 1958
 LZ0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0439+STABILITY: SURFACE MOTION
 LZ0439
 LZ0439  HISTORY     - Date     Condition        Report By
 LZ0439  HISTORY     - 1958     MONUMENTED       CGS
 LZ0439  HISTORY     - 1959     GOOD             NGS
 LZ0439  HISTORY     - 1962     GOOD             USGS
 LZ0439
 LZ0439                          STATION DESCRIPTION
 LZ0439
 LZ0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LZ0439'4.2 MI E FROM MILTON.
 LZ0439'ABOUT 1.7 MILE NORTH ON THE PENNSYLVANIA RAILROAD FROM THE
 LZ0439'STATION IN MILTON, THENCE 0.25 MILE EAST ALONG STATE HIGHWAY
 LZ0439'NO 14, THENCE 1.4 MILE EAST ALONG A BLACKTOP ROAD, THENCE 0.6
 LZ0439'MILE SOUTH ON A GRAVEL ROAD, THENCE 0.05 MILE SOUTHWEST ALONG
 LZ0439'A BLACKTOP ROAD, THENCE 0.95 MILE SOUTHEAST ON A GRAVEL ROAD,
 LZ0439'THENCE 0.25 MILE WEST ON A GRAVEL ROAD, SET ON TOP OF A SMALL
 LZ0439'HILL 0.1 MILE EAST OF A TWO-STORY FRAME HOUSE AND ACROSS THE
 LZ0439'ROAD FROM A SMALL ORCHARD, 35 FEET SOUTH AND ACROSS THE ROAD
 LZ0439'FROM A POWER POLE, 4 FEET EAST OF A TELEPHONE POLE, 34 FEET EAST
 LZ0439'OF RM NO 2, 15 FEET EAST OF THE STATION BM, 18 FEET SOUTH OF
 LZ0439'THE CENTERLINE OF THE GRAVEL ROAD, 3 FEET ABOVE THE LEVEL OF
 LZ0439'THE ROAD AND PROJECTING 1 INCH.
 LZ0439
 LZ0439                          STATION RECOVERY (1962)
 LZ0439
 LZ0439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LZ0439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0441 ***********************************************************************
 LZ0441  DESIGNATION -  IRELAND 2
 LZ0441  PID         -  LZ0441
 LZ0441  STATE/COUNTY-  PA/NORTHUMBERLAND
 LZ0441  USGS QUAD   -  MILTON (1983)
 LZ0441
 LZ0441                         *CURRENT SURVEY CONTROL
 LZ0441  ___________________________________________________________________
 LZ0441* NAD 83(1986)-  41 01 24.     (N)    076 48 27.     (W)     SCALED    
 LZ0441* NAVD 88     -       204.708  (meters)     671.61   (feet)  ADJUSTED  
 LZ0441  ___________________________________________________________________
 LZ0441  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 LZ0441  DYNAMIC HT  -         204.621 (meters)     671.33  (feet)  COMP
 LZ0441  MODELED GRAV-     980,192.7   (mgal)                       NAVD 88
 LZ0441
 LZ0441  VERT ORDER  -  SECOND    CLASS 0
 LZ0441
 LZ0441.The horizontal coordinates were scaled from a topographic map and have
 LZ0441.an estimated accuracy of +/- 6 seconds.
 LZ0441
 LZ0441.The orthometric height was determined by differential leveling
 LZ0441.and adjusted by the National Geodetic Survey in June 1991..
 LZ0441
 LZ0441.The geoid height was determined by GEOID03.
 LZ0441
 LZ0441.The dynamic height is computed by dividing the NAVD 88
 LZ0441.geopotential number by the normal gravity value computed on the
 LZ0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0441.degrees latitude (g = 980.6199 gals.).
 LZ0441
 LZ0441.The modeled gravity was interpolated from observed gravity values.
 LZ0441
 LZ0441;                    North         East    Units  Estimated Accuracy
 LZ0441;SPC PA N     -    95,570.      679,270.      MT  (+/- 180 meters Scaled)
 LZ0441
 LZ0441                          SUPERSEDED SURVEY CONTROL
 LZ0441
 LZ0441  NGVD 29 (??/??/92)  204.931  (m)          672.34   (f) ADJ UNCH    2 0
 LZ0441
 LZ0441.Superseded values are not recommended for survey control.
 LZ0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0441.See file dsdata.txt to determine how the superseded data were derived.
 LZ0441
 LZ0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL480429(NAD 83)
 LZ0441_MARKER: DR = REFERENCE MARK DISK
 LZ0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0441_STAMPING: IRELAND NO 2 1958
 LZ0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0441+STABILITY: SURFACE MOTION
 LZ0441
 LZ0441  HISTORY     - Date     Condition        Report By
 LZ0441  HISTORY     - 1958     MONUMENTED       CGS
 LZ0441  HISTORY     - 1959     GOOD             NGS
 LZ0441  HISTORY     - 1962     GOOD             USGS
 LZ0441
 LZ0441                          STATION DESCRIPTION
 LZ0441
 LZ0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LZ0441'4.2 MI E FROM MILTON.
 LZ0441'ABOUT 1.7 MILE NORTH ON THE PENNSYLVANIA RAILROAD FROM THE
 LZ0441'STATION AT MILTON, THENCE 0.25 MILE EAST ALONG STATE HIGHWAY NO
 LZ0441'14, THENCE 1.4 MILE EAST ALONG A BLACKTOP ROAD, THENCE 0.6 MILE
 LZ0441'SOUTH ON A GRAVEL ROAD, THENCE 0.05 MILE SOUTHWEST ALONG A
 LZ0441'BLACKTOP ROAD, THENCE 0.95 MILE SOUTHEAST ON A GRAVEL ROAD,
 LZ0441'THENCE 0.25 MILE WEST ON A GRAVEL ROAD, SET ON TOP OF A SMALL
 LZ0441'HILL 0.1 MILE EAST OF A TWO-STORY FRAME HOUSE AND ACROSS THE ROAD
 LZ0441'FROM A SMALL ORCHARD, 45 FEET SOUTHWEST AND ACROSS THE ROAD FROM
 LZ0441'A POWER POLE, 31 FEET WEST OF A TELEPHONE POLE, 19 FEET WEST OF
 LZ0441'THE STATION BM, 35 FEET WEST OF RM NO 1, 19 FEET SOUTH OF THE
 LZ0441'CENTERLINE OF THE GRAVEL ROAD, 3 FEET ABOVE THE LEVEL OF THE
 LZ0441'ROAD AND PROJECTING ABOUT 1 INCH.
 LZ0441
 LZ0441                          STATION RECOVERY (1962)
 LZ0441
 LZ0441'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LZ0441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1901 ***********************************************************************
 MB1901  DESIGNATION -  IRISH
 MB1901  PID         -  MB1901
 MB1901  STATE/COUNTY-  PA/MERCER
 MB1901  USGS QUAD   -  GROVE CITY (1981)
 MB1901
 MB1901                         *CURRENT SURVEY CONTROL
 MB1901  ___________________________________________________________________
 MB1901* NAD 83(1992)-  41 12 44.26479(N)    080 06 09.40286(W)     ADJUSTED  
 MB1901* NAVD 88     -       430.0    (meters)    1411.     (feet)  VERTCON   
 MB1901  ___________________________________________________________________
 MB1901  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 MB1901  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 MB1901
 MB1901  HORZ ORDER  -  SECOND
 MB1901
 MB1901.The horizontal coordinates were established by classical geodetic methods
 MB1901.and adjusted by the National Geodetic Survey in June 2002..
 MB1901
 MB1901.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1901
 MB1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1901
 MB1901.The geoid height was determined by GEOID03.
 MB1901
 MB1901;                    North         East     Units Scale Factor Converg.
 MB1901;SPC PA N     -   118,800.226   402,730.550   MT  0.99996322   -1 33 22.8
 MB1901;SPC PA N     -   389,763.74  1,321,291.81   sFT  0.99996322   -1 33 22.8
 MB1901;SPC PA S     -   211,269.652   402,712.928   MT  1.00004785   -1 31 34.9
 MB1901;SPC PA S     -   693,140.52  1,321,234.00   sFT  1.00004785   -1 31 34.9
 MB1901;UTM  17      - 4,562,712.512   575,229.445   MT  0.99966965   +0 35 28.6
 MB1901
 MB1901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1901!SPC PA N     -   0.99993783  x   0.99996322  =   0.99990105
 MB1901!SPC PA S     -   0.99993783  x   1.00004785  =   0.99998567
 MB1901!UTM  17      -   0.99993783  x   0.99966965  =   0.99960750
 MB1901
 MB1901|---------------------------------------------------------------------|
 MB1901| PID    Reference Object                     Distance      Geod. Az  |
 MB1901|                                                           dddmmss.s |
 MB1901| CX4742 IRISH RM 1                           10.461 METERS 14025     |
 MB1901| CX4741 IRISH AZ MK                                        1942601.9 |
 MB1901| MB1920 US STEEL MINE 5 WATER TANK          APPROX.10.1 KM 2181127.9 |
 MB1901| CX4743 IRISH RM 2                           13.802 METERS 28604     |
 MB1901|---------------------------------------------------------------------|
 MB1901
 MB1901                          SUPERSEDED SURVEY CONTROL
 MB1901
 MB1901  NAD 83(1995)-  41 12 44.26643(N)    080 06 09.40499(W) AD(       ) 2
 MB1901  NAD 83(1986)-  41 12 44.26881(N)    080 06 09.40737(W) AD(       ) 2
 MB1901  NAD 27      -  41 12 44.05670(N)    080 06 10.19220(W) AD(       ) 2
 MB1901  NGVD 29 (07/19/86)  430.1    (m)         1411.     (f) VERT ANG       
 MB1901
 MB1901.Superseded values are not recommended for survey control.
 MB1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1901.See file dsdata.txt to determine how the superseded data were derived.
 MB1901
 MB1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF7522962713(NAD 83)
 MB1901_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB1901_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MB1901_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 MB1901
 MB1901  HISTORY     - Date     Condition        Report By
 MB1901  HISTORY     - 1958     MONUMENTED       CGS
 MB1901
 MB1901                          STATION DESCRIPTION
 MB1901
 MB1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 MB1901'THE STATION IS LOCATED ABOUT 12 MILES WEST OF CLINTONVILLE, 6.5 MILES
 MB1901'EAST OF MERCER, AND 3.5 MILES NORTH OF GROVE CITY.
 MB1901'
 MB1901'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 208 AND 78, IN THE NORTH
 MB1901'EDGE OF GROVE CITY- GO NORTH ON HIGHWAY 78 FOR 0.1 MILE TO A
 MB1901'Y-INTERSECTION AT A CEMETERY BISECTED BY THE HIGHWAY.  TURN LEFT AND
 MB1901'GO NORTHEAST FOR 2.75 MILES TO A Y- INTERSECTION IMMEDIATELY EAST
 MB1901'OF AN OVERPASS.  TAKE THE RIGHT HAND FORK AND GO NORTH FOR 0.95 MILE
 MB1901'TO A SIDE ROAD RIGHT. TURN RIGHT AND GO EAST ON A GRAVEL ROAD FOR
 MB1901'1.15 MILES TO A CROSS ROAD.  (THIS INTERSECTION HAS A 1-1/2 STORY
 MB1901'FRAME HOUSE IN THE NORTHEAST QUARTER AND A CINDER BLOCK AND
 MB1901'FRAME BUILDING IN THE SOUTHEAST QUARTER OF THE INTERSECTION-SPOIL
 MB1901'FROM ABANDONED STRIP MINE OPERATION LIE SOUTH OF THE CROSSING).  TURN
 MB1901'LEFT AT THE CROSS ROAD AND GO NORTH FOR 0.25 MILE TO A PROMINENT
 MB1901'SPOIL BANK AREA EAST OF THE ROAD AND STATION.
 MB1901'
 MB1901'STATION IS ON THE TOP OF THE WEST END OF A PROMINENT STRIP-MINE SPOIL
 MB1901'BANK, ABOUT 400 FEET EAST OF THE NORTH-SOUTH GRAVEL ROAD, 200
 MB1901'FEET WEST OF THE SHARP, HIGHEST POINT OF THE SPOIL BANK, 92 FEET EAST
 MB1901'OF THE EXTREME WEST EDGE AND MIDWAY BETWEEN THE NORTH AND SOUTH
 MB1901'EDGES OF THE RELATIVELY FLAT TOP OF THE SPOIL BANK, 6 FEET NORTH OF A
 MB1901'STANDARD, METAL WITNESS POST AND 4 FEET LOWER THAN STATION.  THE MARK
 MB1901'IS A STANDARD DISK, STAMPED IRISH 1958, SET IN THE CENTER OF A 5
 MB1901'INCH DRAINAGE PIPE FLUSH WITH THE GROUND.
 MB1901'
 MB1901'RM 1 IS 170 FEET WEST OF THE HIGHEST POINT OF THE SPOIL BANK, 120
 MB1901'FEET EAST OF THE WEST EDGE, 24 FEET SOUTH OF THE NORTH EDGE, AND 9
 MB1901'FEET NORTH OF THE SOUTH EDGE OF THE FLAT TOP OF THE SPOIL BANK, 34.1
 MB1901'FEET EAST-SOUTHEAST OF A STANDARD, METAL WITNESS POST.  THE MARK
 MB1901'IS A STANDARD DISK, STAMPED IRISH NO 1 1958, SET IN THE CENTER OF A 5
 MB1901'INCH TILE DRAINAGE PIPE FLUSH WITH THE GROUND.
 MB1901'
 MB1901'RM 2 IS 245 FEET WEST OF THE HIGHEST POINT OF THE SPOIL BANK, 57 FEET
 MB1901'EAST OF THE EXTREME WEST EDGE, 34 FEET SOUTH OF THE NORTH EDGE,
 MB1901'AND 15 FEET NORTH OF THE SOUTH EDGE OF THE RELATIVELY FLAT TOP OF THE
 MB1901'SPOIL BANK, 42.9 FEET WEST OF THE WITNESS POST, AND 5 FEET LOWER
 MB1901'THAN STATION.  THE MARK IS A STANDARD DISK, STAMPED IRISH NO 2 1958,
 MB1901'SET IN THE CENTER OF A 5 INCH TILE DRAINAGE PIPE PROJECTING 3 INCHES
 MB1901'ABOVE THE GROUND.
 MB1901'
 MB1901'THE AZIMUTH MARK IS AT THE CROSS ROAD 0.5 MILE SOUTH OF STATION, 300
 MB1901'FEET WEST OF THE 1-1/2 STORY FRAME HOUSE, 250 FEET WEST OF THE
 MB1901'SOWERS AND PATTON MAIL BOXES IN THE SOUTHWEST QUARTER OF THE
 MB1901'INTERSECTION, 50 FEET SOUTHWEST OF THE WEST OAK OF A GROUP OF 3 OAKS
 MB1901'NORTH OF THE EAST-WEST GRAVEL ROAD, 27 FEET SOUTH OF THE CENTERLINE
 MB1901'OF THE ROAD, 2 FEET EAST OF A TELEPHONE POLE, AND OF A STANDARD
 MB1901'METAL POST.  THE MARK IS A STANDARD DISK, STAMPED IRISH 1958, SET IN
 MB1901'THE CENTER OF A 12 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 MB1901'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1830 ***********************************************************************
 LZ1830  DESIGNATION -  IRISH
 LZ1830  PID         -  LZ1830
 LZ1830  STATE/COUNTY-  PA/POTTER
 LZ1830  USGS QUAD   -  SWEDEN VALLEY (1969)
 LZ1830
 LZ1830                         *CURRENT SURVEY CONTROL
 LZ1830  ___________________________________________________________________
 LZ1830* NAD 83(1992)-  41 47 12.90088(N)    077 53 10.91002(W)     ADJUSTED  
 LZ1830* NAVD 88     -       783.     (meters)    2569.     (feet)  SCALED    
 LZ1830  ___________________________________________________________________
 LZ1830  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 LZ1830  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 LZ1830
 LZ1830  HORZ ORDER  -  THIRD
 LZ1830
 LZ1830.The horizontal coordinates were established by classical geodetic methods
 LZ1830.and adjusted by the National Geodetic Survey in June 2002..
 LZ1830
 LZ1830.The orthometric height was scaled from a topographic map.
 LZ1830
 LZ1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1830
 LZ1830.The geoid height was determined by GEOID03.
 LZ1830
 LZ1830;                    North         East     Units Scale Factor Converg.
 LZ1830;SPC PA N     -   179,946.790   588,664.793   MT  0.99997760   -0 05 24.8
 LZ1830;SPC PA N     -   590,375.43  1,931,311.08   sFT  0.99997760   -0 05 24.8
 LZ1830;UTM  18      - 4,630,145.857   260,150.854   MT  1.00030797   -1 55 27.4
 LZ1830
 LZ1830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1830!SPC PA N     -   0.99988216  x   0.99997760  =   0.99985977
 LZ1830!UTM  18      -   0.99988216  x   1.00030797  =   1.00019010
 LZ1830
 LZ1830|---------------------------------------------------------------------|
 LZ1830| PID    Reference Object                     Distance      Geod. Az  |
 LZ1830|                                                           dddmmss.s |
 LZ1830| CK7540 IRISH RM 1                           19.433 METERS 00843     |
 LZ1830| CK7541 IRISH RM 2                           20.823 METERS 08223     |
 LZ1830| CK7539 IRISH AZ MK                                        1661619.9 |
 LZ1830|---------------------------------------------------------------------|
 LZ1830
 LZ1830                          SUPERSEDED SURVEY CONTROL
 LZ1830
 LZ1830  NAD 83(1996)-  41 47 12.90030(N)    077 53 10.91263(W) AD(       ) 3
 LZ1830  NAD 83(1986)-  41 47 12.90131(N)    077 53 10.91066(W) AD(       ) 3
 LZ1830  NAD 27      -  41 47 12.66185(N)    077 53 11.92125(W) AD(       ) 3
 LZ1830
 LZ1830.Superseded values are not recommended for survey control.
 LZ1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1830.See file dsdata.txt to determine how the superseded data were derived.
 LZ1830
 LZ1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM6015130146(NAD 83)
 LZ1830_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1830
 LZ1830  HISTORY     - Date     Condition        Report By
 LZ1830  HISTORY     - 1968     MONUMENTED       CGS
 LZ1830
 LZ1830                          STATION DESCRIPTION
 LZ1830
 LZ1830'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 LZ1830'THE STATION IS LOCATED ABOUT 7.5 MILES EAST OF COUDERSPORT, 6.5 MILES
 LZ1830'SOUTH-SOUTHWEST OF GOLD AND 6 MILES WEST OF WALTON.  IT IS IN
 LZ1830'A SMALL CLUMP OF TREES ON PROPERTY OWNED BY MR. FERD IRISH.
 LZ1830'
 LZ1830'TO REACH THE STATION FROM THE POST OFFICE IN COUDERSPORT, GO SOUTH ON
 LZ1830'STATE HIGHWAY 44 AND MAIN STREET FOR 0.1 MILE TO THE JUNCTION OF
 LZ1830'U.S. HIGHWAY 6, TURN LEFT AND GO EAST ON U.S. HIGHWAY 6 AND STATE
 LZ1830'HIGHWAY 44 FOR 4.0 MILES TO WHERE STATE HIGHWAY 44 TURNS RIGHT,
 LZ1830'CONTINUE EAST ON U.S. HIGHWAY 6 FOR 3.85 MILES TO A CROSSROAD AT THE
 LZ1830'TOP OF A LONG GRADE, TURN LEFT AND GO NORTH ON THE GRAVELED ROAD FOR
 LZ1830'1.2 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH ON THE
 LZ1830'GRAVELED ROAD FOR 0.2 MILE TO A CROSSROAD AND MR. IRISHS HOUSE ON
 LZ1830'THE RIGHT, CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.15 MILE TO
 LZ1830'THE STATION ON THE RIGHT.
 LZ1830'
 LZ1830'THE STATION MARK IS 36 FEET EAST OF THE APPROXIMATE CENTER OF THE
 LZ1830'GRAVELED ROAD, 35 FEET SOUTH OF A 20 INCH TRIANGULAR BLAZED TREE,
 LZ1830'27 FEET WEST OF ANOTHER 20 INCH TRIANGULAR BLAZED TREE AND 4.1 FEET
 LZ1830'EAST-NORTHEAST OF A METAL WITNESS POST. THE MARK IS A STANDARD DISK
 LZ1830'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES AND IS
 LZ1830'STAMPED IRISH 1968.
 LZ1830'
 LZ1830'REFERENCE MARK NO. 1 IS 66.3 FEET NORTH-NORTHEAST OF THE METAL
 LZ1830'WITNESS POST, 30 FEET EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF
 LZ1830'THE GRAVELED ROAD AND 30 FEET NORTH-NORTHEAST OF A 20 INCH TRIANGULAR
 LZ1830'BLAZED TREE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A
 LZ1830'SQUARE CONCRETE POST PROJECTING 4 INCHES AND IS STAMPED IRISH NO 1
 LZ1830'1968.
 LZ1830'
 LZ1830'REFERENCE MARK NO. 2 IS 103 FEET EAST OF THE APPROXIMATE CENTER OF
 LZ1830'THE GRAVELED ROAD, 71.6 FEET EAST OF THE METAL WITNESS POST
 LZ1830'AND 41 FEET EAST OF A 20 INCH TRIANGULAR BLAZED TREE.  THE MARK IS A
 LZ1830'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 LZ1830'PROJECTING 3 INCHES AND IS STAMPED IRISH NO 2 1968.
 LZ1830'
 LZ1830'THE AZIMUTH MARK IS 16 FEET EAST OF THE APPROXIMATE CENTER OF THE
 LZ1830'GRAVELED ROAD, 2.6 FEET NORTH OF POWERLINE POLE NO. 6 S E4 AND 2.2
 LZ1830'FEET SOUTH OF A METAL WITNESS POST.  THE MARK IS A STANDARD DISK SET
 LZ1830'IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES AND IS
 LZ1830'STAMPED IRISH 1968.
 LZ1830'
 LZ1830'HEIGHT OF LIGHT ABOVE STATION MARK 22.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0660 ***********************************************************************
 LZ0660  DESIGNATION -  IRON BOLT 1
 LZ0660  PID         -  LZ0660
 LZ0660  STATE/COUNTY-  PA/TIOGA
 LZ0660  USGS QUAD   -  TIOGA (1986)
 LZ0660
 LZ0660                         *CURRENT SURVEY CONTROL
 LZ0660  ___________________________________________________________________
 LZ0660* NAD 83(1986)-  41 55 57.     (N)    077 07 42.     (W)     SCALED    
 LZ0660* NAVD 88     -       311.301  (meters)    1021.33   (feet)  ADJUSTED  
 LZ0660  ___________________________________________________________________
 LZ0660  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 LZ0660  DYNAMIC HT  -         311.184 (meters)    1020.94  (feet)  COMP
 LZ0660  MODELED GRAV-     980,239.0   (mgal)                       NAVD 88
 LZ0660
 LZ0660  VERT ORDER  -  SECOND    CLASS 0
 LZ0660
 LZ0660.The horizontal coordinates were scaled from a topographic map and have
 LZ0660.an estimated accuracy of +/- 6 seconds.
 LZ0660
 LZ0660.The orthometric height was determined by differential leveling
 LZ0660.and adjusted by the National Geodetic Survey in June 1991..
 LZ0660
 LZ0660.The geoid height was determined by GEOID03.
 LZ0660
 LZ0660.The dynamic height is computed by dividing the NAVD 88
 LZ0660.geopotential number by the normal gravity value computed on the
 LZ0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0660.degrees latitude (g = 980.6199 gals.).
 LZ0660
 LZ0660.The modeled gravity was interpolated from observed gravity values.
 LZ0660
 LZ0660;                    North         East    Units  Estimated Accuracy
 LZ0660;SPC PA N     -   196,290.      651,560.      MT  (+/- 180 meters Scaled)
 LZ0660
 LZ0660                          SUPERSEDED SURVEY CONTROL
 LZ0660
 LZ0660  NGVD 29 (??/??/92)  311.45   (m)         1021.8    (f) COMPUTED    2 0
 LZ0660
 LZ0660.Superseded values are not recommended for survey control.
 LZ0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0660.See file dsdata.txt to determine how the superseded data were derived.
 LZ0660
 LZ0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM235444(NAD 83)
 LZ0660_MARKER: B = BOLT
 LZ0660_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0660_SP_SET: ABUTMENT
 LZ0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0660
 LZ0660  HISTORY     - Date     Condition        Report By
 LZ0660  HISTORY     - UNK      MONUMENTED       CGS
 LZ0660  HISTORY     - 1934     GOOD             NGS
 LZ0660
 LZ0660                          STATION DESCRIPTION
 LZ0660
 LZ0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0660'1.5 MI N FROM TIOGA.
 LZ0660'1.5 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM TIOGA,
 LZ0660'TIOGA COUNTY, ABOUT 1,000 FEET SOUTH OF MILEPOST L 91, AT
 LZ0660'BRIDGE 83, IN THE TOP OF THE WEST SIDE OF THE SOUTH ABUTMENT,
 LZ0660'8 FEET WEST OF THE WEST RAIL, AND 3 FEET LOWER THAN THE TOP OF
 LZ0660'THE RAIL.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0664 ***********************************************************************
 LZ0664  DESIGNATION -  IRON BOLT 2
 LZ0664  PID         -  LZ0664
 LZ0664  STATE/COUNTY-  PA/TIOGA
 LZ0664  USGS QUAD   -  TIOGA (1986)
 LZ0664
 LZ0664                         *CURRENT SURVEY CONTROL
 LZ0664  ___________________________________________________________________
 LZ0664* NAD 83(1986)-  41 53 40.     (N)    077 09 18.     (W)     SCALED    
 LZ0664* NAVD 88     -       325.020  (meters)    1066.34   (feet)  ADJUSTED  
 LZ0664  ___________________________________________________________________
 LZ0664  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 LZ0664  DYNAMIC HT  -         324.895 (meters)    1065.93  (feet)  COMP
 LZ0664  MODELED GRAV-     980,229.5   (mgal)                       NAVD 88
 LZ0664
 LZ0664  VERT ORDER  -  SECOND    CLASS 0
 LZ0664
 LZ0664.The horizontal coordinates were scaled from a topographic map and have
 LZ0664.an estimated accuracy of +/- 6 seconds.
 LZ0664
 LZ0664.The orthometric height was determined by differential leveling
 LZ0664.and adjusted by the National Geodetic Survey in June 1991..
 LZ0664
 LZ0664.The geoid height was determined by GEOID03.
 LZ0664
 LZ0664.The dynamic height is computed by dividing the NAVD 88
 LZ0664.geopotential number by the normal gravity value computed on the
 LZ0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0664.degrees latitude (g = 980.6199 gals.).
 LZ0664
 LZ0664.The modeled gravity was interpolated from observed gravity values.
 LZ0664
 LZ0664;                    North         East    Units  Estimated Accuracy
 LZ0664;SPC PA N     -   192,050.      649,380.      MT  (+/- 180 meters Scaled)
 LZ0664
 LZ0664                          SUPERSEDED SURVEY CONTROL
 LZ0664
 LZ0664  NGVD 29 (??/??/92)  325.162  (m)         1066.80   (f) ADJ UNCH    2 0
 LZ0664
 LZ0664.Superseded values are not recommended for survey control.
 LZ0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0664.See file dsdata.txt to determine how the superseded data were derived.
 LZ0664
 LZ0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM212403(NAD 83)
 LZ0664_MARKER: B = BOLT
 LZ0664_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0664_SP_SET: ABUTMENT
 LZ0664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0664
 LZ0664  HISTORY     - Date     Condition        Report By
 LZ0664  HISTORY     - UNK      MONUMENTED       CGS
 LZ0664  HISTORY     - 1934     GOOD             NGS
 LZ0664
 LZ0664                          STATION DESCRIPTION
 LZ0664
 LZ0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0664'1.5 MI S FROM TIOGA.
 LZ0664'1.5 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM TIOGA,
 LZ0664'TIOGA COUNTY, ABOUT 1,600 FEET SOUTH OF MILEPOST L 94, AT 30
 LZ0664'FOOT PLATE-GIRDER BRIDGE 93, IN THE TOP OF THE WEST SIDE OF
 LZ0664'THE SOUTH ABUTMENT, 14 FEET WEST OF THE WEST RAIL, AND 3 FEET
 LZ0664'LOWER THAN THE TOP OF THE RAIL.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0667 ***********************************************************************
 LZ0667  DESIGNATION -  IRON BOLT 3
 LZ0667  PID         -  LZ0667
 LZ0667  STATE/COUNTY-  PA/TIOGA
 LZ0667  USGS QUAD   -  CROOKED CREEK (1986)
 LZ0667
 LZ0667                         *CURRENT SURVEY CONTROL
 LZ0667  ___________________________________________________________________
 LZ0667* NAD 83(1986)-  41 51 37.     (N)    077 13 20.     (W)     SCALED    
 LZ0667* NAVD 88     -       341.070  (meters)    1118.99   (feet)  ADJUSTED  
 LZ0667  ___________________________________________________________________
 LZ0667  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 LZ0667  DYNAMIC HT  -         340.933 (meters)    1118.54  (feet)  COMP
 LZ0667  MODELED GRAV-     980,210.5   (mgal)                       NAVD 88
 LZ0667
 LZ0667  VERT ORDER  -  SECOND    CLASS 0
 LZ0667
 LZ0667.The horizontal coordinates were scaled from a topographic map and have
 LZ0667.an estimated accuracy of +/- 6 seconds.
 LZ0667
 LZ0667.The orthometric height was determined by differential leveling
 LZ0667.and adjusted by the National Geodetic Survey in June 1991..
 LZ0667
 LZ0667.The geoid height was determined by GEOID03.
 LZ0667
 LZ0667.The dynamic height is computed by dividing the NAVD 88
 LZ0667.geopotential number by the normal gravity value computed on the
 LZ0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0667.degrees latitude (g = 980.6199 gals.).
 LZ0667
 LZ0667.The modeled gravity was interpolated from observed gravity values.
 LZ0667
 LZ0667;                    North         East    Units  Estimated Accuracy
 LZ0667;SPC PA N     -   188,220.      643,820.      MT  (+/- 180 meters Scaled)
 LZ0667
 LZ0667                          SUPERSEDED SURVEY CONTROL
 LZ0667
 LZ0667  NGVD 29 (??/??/92)  341.203  (m)         1119.43   (f) ADJ UNCH    2 0
 LZ0667
 LZ0667.Superseded values are not recommended for survey control.
 LZ0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0667.See file dsdata.txt to determine how the superseded data were derived.
 LZ0667
 LZ0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM155366(NAD 83)
 LZ0667_MARKER: B = BOLT
 LZ0667_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0667_SP_SET: CULVERT
 LZ0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0667
 LZ0667  HISTORY     - Date     Condition        Report By
 LZ0667  HISTORY     - UNK      MONUMENTED       CGS
 LZ0667  HISTORY     - 1934     GOOD             NGS
 LZ0667
 LZ0667                          STATION DESCRIPTION
 LZ0667
 LZ0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LZ0667'6 MI S FROM TIOGA.
 LZ0667'6.0 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM TIOGA,
 LZ0667'TIOGA COUNTY, ABOUT 530 FEET NORTH OF MILEPOST L 99, AT 8-FOOT
 LZ0667'CONCRETE CULVERT 98, IN THE TOP OF THE WEST HEAD WALL, 1 FOOT
 LZ0667'FROM THE NORTH END, 6 FEET WEST OF THE WEST RAIL, AND 2 FEET
 LZ0667'LOWER THAN THE TOP OF THE RAIL.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0674 ***********************************************************************
 LZ0674  DESIGNATION -  IRON BOLT 4
 LZ0674  PID         -  LZ0674
 LZ0674  STATE/COUNTY-  PA/TIOGA
 LZ0674  USGS QUAD   -  KEENEYVILLE (1994)
 LZ0674
 LZ0674                         *CURRENT SURVEY CONTROL
 LZ0674  ___________________________________________________________________
 LZ0674* NAD 83(1986)-  41 48 47.     (N)    077 17 21.     (W)     SCALED    
 LZ0674* NAVD 88     -       358.519  (meters)    1176.24   (feet)  ADJUSTED  
 LZ0674  ___________________________________________________________________
 LZ0674  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 LZ0674  DYNAMIC HT  -         358.373 (meters)    1175.76  (feet)  COMP
 LZ0674  MODELED GRAV-     980,206.2   (mgal)                       NAVD 88
 LZ0674
 LZ0674  VERT ORDER  -  SECOND    CLASS 0
 LZ0674
 LZ0674.The horizontal coordinates were scaled from a topographic map and have
 LZ0674.an estimated accuracy of +/- 6 seconds.
 LZ0674
 LZ0674.The orthometric height was determined by differential leveling
 LZ0674.and adjusted by the National Geodetic Survey in June 1991..
 LZ0674
 LZ0674.The geoid height was determined by GEOID03.
 LZ0674
 LZ0674.The dynamic height is computed by dividing the NAVD 88
 LZ0674.geopotential number by the normal gravity value computed on the
 LZ0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0674.degrees latitude (g = 980.6199 gals.).
 LZ0674
 LZ0674.The modeled gravity was interpolated from observed gravity values.
 LZ0674
 LZ0674;                    North         East    Units  Estimated Accuracy
 LZ0674;SPC PA N     -   182,940.      638,290.      MT  (+/- 180 meters Scaled)
 LZ0674
 LZ0674                          SUPERSEDED SURVEY CONTROL
 LZ0674
 LZ0674  NGVD 29 (??/??/92)  358.650  (m)         1176.67   (f) ADJ UNCH    2 0
 LZ0674
 LZ0674.Superseded values are not recommended for survey control.
 LZ0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0674.See file dsdata.txt to determine how the superseded data were derived.
 LZ0674
 LZ0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM098315(NAD 83)
 LZ0674_MARKER: B = BOLT
 LZ0674_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0674_SP_SET: BRIDGE
 LZ0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0674
 LZ0674  HISTORY     - Date     Condition        Report By
 LZ0674  HISTORY     - UNK      MONUMENTED       NYCRR
 LZ0674  HISTORY     - 1968     GOOD             NGS
 LZ0674
 LZ0674                          STATION DESCRIPTION
 LZ0674
 LZ0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0674'1.8 MI N FROM WELLSBORO JUNCTION.
 LZ0674'1.8 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM WELLSBORO
 LZ0674'JUNCTION, TIOGA COUNTY, ABOUT 0.25 MILE SOUTH OF MILEPOST L 104,
 LZ0674'AT 12-FOOT CONCRETE BRIDGE 105, IN THE TOP OF THE SOUTH SIDE
 LZ0674'OF THE EAST HEAD WALL, 6 FEET EAST OF THE EAST RAIL, AND 0.5
 LZ0674'FOOT LOWER THAN THE TOP OF THE RAIL.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0677 ***********************************************************************
 LZ0677  DESIGNATION -  IRON BOLT 5
 LZ0677  PID         -  LZ0677
 LZ0677  STATE/COUNTY-  PA/TIOGA
 LZ0677  USGS QUAD   -  KEENEYVILLE (1994)
 LZ0677
 LZ0677                         *CURRENT SURVEY CONTROL
 LZ0677  ___________________________________________________________________
 LZ0677* NAD 83(1986)-  41 47 19.     (N)    077 18 31.     (W)     SCALED    
 LZ0677* NAVD 88     -       356.618  (meters)    1170.00   (feet)  ADJUSTED  
 LZ0677  ___________________________________________________________________
 LZ0677  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 LZ0677  DYNAMIC HT  -         356.471 (meters)    1169.52  (feet)  COMP
 LZ0677  MODELED GRAV-     980,201.8   (mgal)                       NAVD 88
 LZ0677
 LZ0677  VERT ORDER  -  SECOND    CLASS 0
 LZ0677
 LZ0677.The horizontal coordinates were scaled from a topographic map and have
 LZ0677.an estimated accuracy of +/- 6 seconds.
 LZ0677
 LZ0677.The orthometric height was determined by differential leveling
 LZ0677.and adjusted by the National Geodetic Survey in June 1991..
 LZ0677
 LZ0677.The geoid height was determined by GEOID03.
 LZ0677
 LZ0677.The dynamic height is computed by dividing the NAVD 88
 LZ0677.geopotential number by the normal gravity value computed on the
 LZ0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0677.degrees latitude (g = 980.6199 gals.).
 LZ0677
 LZ0677.The modeled gravity was interpolated from observed gravity values.
 LZ0677
 LZ0677;                    North         East    Units  Estimated Accuracy
 LZ0677;SPC PA N     -   180,220.      636,690.      MT  (+/- 180 meters Scaled)
 LZ0677
 LZ0677                          SUPERSEDED SURVEY CONTROL
 LZ0677
 LZ0677  NGVD 29 (??/??/92)  356.751  (m)         1170.44   (f) ADJ UNCH    2 0
 LZ0677
 LZ0677.Superseded values are not recommended for survey control.
 LZ0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0677.See file dsdata.txt to determine how the superseded data were derived.
 LZ0677
 LZ0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM081288(NAD 83)
 LZ0677_MARKER: B = BOLT
 LZ0677_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0677_SP_SET: ABUTMENT
 LZ0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0677
 LZ0677  HISTORY     - Date     Condition        Report By
 LZ0677  HISTORY     - UNK      MONUMENTED       NYCRR
 LZ0677  HISTORY     - 1968     MARK NOT FOUND   NGS
 LZ0677
 LZ0677                          STATION DESCRIPTION
 LZ0677
 LZ0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0677'7.7 MI N FROM ANSONIA.
 LZ0677'7.7 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM ANSONIA,
 LZ0677'TIOGA COUNTY, AT THE SOUTH END OF WELLSBORO JUNCTION, ABOUT
 LZ0677'0.3 MILE SOUTH OF MILEPOST L 106, ABOUT 30 FEET NORTH OF THE
 LZ0677'CENTER LINE OF A ROAD CROSSING, AT BRIDGE 107, IN THE TOP OF
 LZ0677'THE WEST SIDE OF THE SOUTH ABUTMENT, 5 FEET WEST OF THE WEST
 LZ0677'RAIL, AND 2 FEET LOWER THAN THE TOP OF THE RAIL.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1436 ***********************************************************************
 LY1436  DESIGNATION -  IRON BOLT WILKES BARRE
 LY1436  PID         -  LY1436
 LY1436  STATE/COUNTY-  PA/LUZERNE
 LY1436  USGS QUAD   -  WILKES-BARRE WEST (1990)
 LY1436
 LY1436                         *CURRENT SURVEY CONTROL
 LY1436  ___________________________________________________________________
 LY1436* NAD 83(1986)-  41 14 31.     (N)    075 52 45.     (W)     SCALED    
 LY1436* NAVD 88     -       166.450  (meters)     546.09   (feet)  ADJUSTED  
 LY1436  ___________________________________________________________________
 LY1436  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 LY1436  DYNAMIC HT  -         166.382 (meters)     545.87  (feet)  COMP
 LY1436  MODELED GRAV-     980,215.3   (mgal)                       NAVD 88
 LY1436
 LY1436  VERT ORDER  -  SECOND    CLASS 0
 LY1436
 LY1436.The horizontal coordinates were scaled from a topographic map and have
 LY1436.an estimated accuracy of +/- 6 seconds.
 LY1436
 LY1436.The orthometric height was determined by differential leveling
 LY1436.and adjusted by the National Geodetic Survey in June 1991..
 LY1436.WARNING-Repeat measurements at this control monument indicate possible
 LY1436.vertical movement.
 LY1436
 LY1436.The geoid height was determined by GEOID03.
 LY1436
 LY1436.The dynamic height is computed by dividing the NAVD 88
 LY1436.geopotential number by the normal gravity value computed on the
 LY1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1436.degrees latitude (g = 980.6199 gals.).
 LY1436
 LY1436.The modeled gravity was interpolated from observed gravity values.
 LY1436
 LY1436;                    North         East    Units  Estimated Accuracy
 LY1436;SPC PA N     -   121,110.      756,810.      MT  (+/- 180 meters Scaled)
 LY1436
 LY1436                          SUPERSEDED SURVEY CONTROL
 LY1436
 LY1436  NGVD 29 (??/??/92)  166.63   (m)          546.7    (f) COMPUTED    2 0
 LY1436
 LY1436.Superseded values are not recommended for survey control.
 LY1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1436.See file dsdata.txt to determine how the superseded data were derived.
 LY1436
 LY1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL263659(NAD 83)
 LY1436_MARKER: B = BOLT
 LY1436_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1436_SP_SET: FLAGPOLE BASE
 LY1436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1436
 LY1436  HISTORY     - Date     Condition        Report By
 LY1436  HISTORY     - UNK      MONUMENTED       CNJRR
 LY1436  HISTORY     - 1959     GOOD             NGS
 LY1436  HISTORY     - 1969     MARK NOT FOUND   NGS
 LY1436
 LY1436                          STATION DESCRIPTION
 LY1436
 LY1436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LY1436'AT WILKES BARRE.
 LY1436'AT WILKES-BARRE, LUZERNE COUNTY, ABOUT 250 FEET SOUTHWEST OF THE
 LY1436'CENTER LINE OF WEST MARKET STREET, 40 FEET NORTHEAST OF THE
 LY1436'NORTHEAST END OF THE CENTRAL RAILROAD OF NEW JERSEY PASSENGER
 LY1436'STATION, AT THE FLAGPOLE ERECTED BY THE RAILROAD IN 1917, AND IN
 LY1436'THE CENTER OF THE SOUTHEAST SIDE OF THE BASE.  AN IRON BOLT.
 LY1436
 LY1436                          STATION RECOVERY (1969)
 LY1436
 LY1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LY1436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1955 ***********************************************************************
 KV1955  DESIGNATION -  IRON RIVET RDGRR
 KV1955  PID         -  KV1955
 KV1955  STATE/COUNTY-  PA/BUCKS
 KV1955  USGS QUAD   -  QUAKERTOWN (1994)
 KV1955
 KV1955                         *CURRENT SURVEY CONTROL
 KV1955  ___________________________________________________________________
 KV1955* NAD 83(1986)-  40 23 20.     (N)    075 17 59.     (W)     SCALED    
 KV1955* NAVD 88     -       146.272  (meters)     479.89   (feet)  ADJUSTED  
 KV1955  ___________________________________________________________________
 KV1955  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 KV1955  DYNAMIC HT  -         146.198 (meters)     479.65  (feet)  COMP
 KV1955  MODELED GRAV-     980,118.9   (mgal)                       NAVD 88
 KV1955
 KV1955  VERT ORDER  -  SECOND    CLASS 0
 KV1955
 KV1955.The horizontal coordinates were scaled from a topographic map and have
 KV1955.an estimated accuracy of +/- 6 seconds.
 KV1955
 KV1955.The orthometric height was determined by differential leveling
 KV1955.and adjusted by the National Geodetic Survey in June 1991..
 KV1955
 KV1955.The geoid height was determined by GEOID03.
 KV1955
 KV1955.The dynamic height is computed by dividing the NAVD 88
 KV1955.geopotential number by the normal gravity value computed on the
 KV1955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1955.degrees latitude (g = 980.6199 gals.).
 KV1955
 KV1955.The modeled gravity was interpolated from observed gravity values.
 KV1955
 KV1955;                    North         East    Units  Estimated Accuracy
 KV1955;SPC PA S     -   120,090.      808,010.      MT  (+/- 180 meters Scaled)
 KV1955
 KV1955                          SUPERSEDED SURVEY CONTROL
 KV1955
 KV1955  NGVD 29 (??/??/??)  146.554  (m)          480.82   (f) ADJUSTED    2 0
 KV1955
 KV1955.Superseded values are not recommended for survey control.
 KV1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1955.See file dsdata.txt to determine how the superseded data were derived.
 KV1955
 KV1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK745709(NAD 83)
 KV1955_MARKER: R = RIVET
 KV1955_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1955_SP_SET: BRIDGE
 KV1955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1955
 KV1955  HISTORY     - Date     Condition        Report By
 KV1955  HISTORY     - UNK      MONUMENTED       RDGRR
 KV1955  HISTORY     - 1935     GOOD             CGS
 KV1955  HISTORY     - 1972     GOOD             MME
 KV1955
 KV1955                          STATION DESCRIPTION
 KV1955
 KV1955'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1955'1.2 MI N FROM PERKASIE.
 KV1955'IRON RIVET IN THE SOUTH END OF THE WEST HEADWALL OF READING
 KV1955'RAILROAD BRIDGE 36.09 NORTH OF A TUNNEL.  THE LETTERS BM ARE
 KV1955'CAST IN THE CONCRETE BESIDE THE RIVET.
 KV1955
 KV1955                          STATION RECOVERY (1972)
 KV1955
 KV1955'RECOVERY NOTE BY MYERS-MACOMBER ENGINEERS 1972
 KV1955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2891 ***********************************************************************
 KW2891  DESIGNATION -  IRVIN
 KW2891  PID         -  KW2891
 KW2891  STATE/COUNTY-  PA/MIFFLIN
 KW2891  USGS QUAD   -  NEWTON HAMILTON (1971)
 KW2891
 KW2891                         *CURRENT SURVEY CONTROL
 KW2891  ___________________________________________________________________
 KW2891* NAD 83(1992)-  40 27 23.77889(N)    077 46 21.01316(W)     ADJUSTED  
 KW2891* NAVD 88     -       363.2    (meters)    1192.     (feet)  VERTCON   
 KW2891  ___________________________________________________________________
 KW2891  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 KW2891  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KW2891
 KW2891  HORZ ORDER  -  SECOND
 KW2891
 KW2891.The horizontal coordinates were established by classical geodetic methods
 KW2891.and adjusted by the National Geodetic Survey in June 2002..
 KW2891
 KW2891.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2891
 KW2891.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2891
 KW2891.The geoid height was determined by GEOID03.
 KW2891
 KW2891;                    North         East     Units Scale Factor Converg.
 KW2891;SPC PA S     -   124,722.817   598,091.264   MT  0.99995951   -0 00 52.6
 KW2891;SPC PA S     -   409,194.78  1,962,237.76   sFT  0.99995951   -0 00 52.6
 KW2891;UTM  18      - 4,482,130.253   264,909.098   MT  1.00028036   -1 47 59.4
 KW2891
 KW2891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2891!SPC PA S     -   0.99994833  x   0.99995951  =   0.99990785
 KW2891!UTM  18      -   0.99994833  x   1.00028036  =   1.00022868
 KW2891
 KW2891|---------------------------------------------------------------------|
 KW2891| PID    Reference Object                     Distance      Geod. Az  |
 KW2891|                                                           dddmmss.s |
 KW2891| CK7547 IRVIN RM 1                            8.704 METERS 02956     |
 KW2891| CK7546 IRVIN AZ MK                                        0735105.1 |
 KW2891| CK7548 IRVIN RM 2                            7.507 METERS 24356     |
 KW2891|---------------------------------------------------------------------|
 KW2891
 KW2891                          SUPERSEDED SURVEY CONTROL
 KW2891
 KW2891  NAD 83(1986)-  40 27 23.77898(N)    077 46 21.01930(W) AD(       ) 2
 KW2891  NAD 27      -  40 27 23.50272(N)    077 46 22.04601(W) AD(       ) 2
 KW2891  NGVD 29 (07/19/86)  363.4    (m)         1192.     (f) VERT ANG       
 KW2891
 KW2891.Superseded values are not recommended for survey control.
 KW2891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2891.See file dsdata.txt to determine how the superseded data were derived.
 KW2891
 KW2891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK6490982130(NAD 83)
 KW2891_MARKER: DS = TRIANGULATION STATION DISK
 KW2891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2891_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KW2891
 KW2891  HISTORY     - Date     Condition        Report By
 KW2891  HISTORY     - 1966     MONUMENTED       CGS
 KW2891  HISTORY     - 1975     GOOD             PADT
 KW2891
 KW2891                          STATION DESCRIPTION
 KW2891
 KW2891'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW2891'THE STATION IS LOCATED ABOUT 7.5 MILES NORTHEAST OF MT. UNION, 3.5
 KW2891'MILES SOUTHWEST OF MCVEYTOWN, 1.4 MILES SOUTHEAST OF
 KW2891'U.S. HIGHWAYS 522 AND 22 AND 0.05 MILE SOUTHWEST OF ROCK FOUNDATION
 KW2891'OF OLD FARM BUILDINGS.  THE PROPERTY IS OWNED BY MR. DANIEL ZOOK.
 KW2891'
 KW2891'TO REACH THE STATION FROM THE POST OFFICE IN MCVEYTOWN, GO EAST ON
 KW2891'JOHN STREET FOR 0.05 MILE TO THE JUNCTION OF U.S. HIGHWAYS
 KW2891'522 AND 22, TURN RIGHT ON U.S. HIGHWAYS 522 AND 22 AND GO SOUTHERLY
 KW2891'FOR 0.2 MILE TO A CROSSROAD, TURN LEFT ON THE PAVED ROAD AND GO
 KW2891'SOUTH FOR 1.2 MILES TO A SIDE ROAD RIGHT, CONTINUE SOUTHERLY ON THE
 KW2891'PAVED ROAD FOR 1.3 MILES TO THE AZIMUTH MARK ON THE LEFT,
 KW2891'CONTINUE WEST ON THE PAVED ROAD FOR 0.7 MILE TO A BOARD GATE ON THE
 KW2891'RIGHT, JUST BEFORE REACHING A SMALL CREEK, TURN RIGHT ON FARM LANE
 KW2891'AND GO NORTH FOR 0.15 MILE TO SOME FARM BUILDINGS AND A
 KW2891'TRACK ROAD LEADING NORTHWEST, GO NORTHWEST ON THE TRACK ROAD FOR 0.25
 KW2891'MILE TO THE WEST END OF A TERRACE, TURN RIGHT AND FOLLOW TRACK
 KW2891'ROAD UP HILL FOR 0.2 MILE TO A WIRE GATE, PASS THROUGH GATE AND
 KW2891'CONTINUE NORTHEAST ON THE TRACK ROAD FOR 0.25 MILE TO A
 KW2891'CROSSROAD, CONTINUE ON THE TRACK ROAD FOR 0.1 MILE TO A FORK, KEEP
 KW2891'THE LEFT FORK UP HILL FOR 0.1 MILE TO WHERE THE TRACK ROAD
 KW2891'TURNS INTO SOD, TURN LEFT AND GO SOUTH THROUGH THE PASTURE FOR 0.1
 KW2891'MILE TO THE ROCK FOUNDATION OF OLD FARM BUILDINGS, PASS TO THE
 KW2891'LEFT OF THE ROCK FOUNDATION AND GO SOUTHWEST FOR 0.05 MILE
 KW2891'TO THE STATION.
 KW2891'
 KW2891'THE STATION MARK IS 66 FEET NORTHEAST OF A WIRE FENCE AND 4.0 FEET
 KW2891'NORTHEAST OF A METAL WITNESS POST.  THE MARK IS A STANDARD DISK
 KW2891'SET IN THE TOP OF A ROUND CONCRETE POST SET FLUSH WITH THE GROUND AND
 KW2891'STAMPED IRVIN 1966.
 KW2891'
 KW2891'REFERENCE MARK NO. 1 IS 96 FEET NORTHEAST OF A WIRE FENCE AND 32.5
 KW2891'FEET NORTHEAST OF A METAL WITNESS POST.  THE MARK IS A
 KW2891'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK SET
 KW2891'FLUSH WITH THE GROUND AND STAMPED IRVIN NO 1 1966.
 KW2891'
 KW2891'REFERENCE MARK NO. 2 IS 46 FEET NORTHEAST OF A WIRE FENCE AND 22.3
 KW2891'FEET WEST OF A METAL WITNESS POST.  THE MARK IS A STANDARD DISK
 KW2891'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK SET FLUSH WITH THE
 KW2891'GROUND AND STAMPED IRVIN NO 2 1966.
 KW2891'
 KW2891'THE AZIMUTH MARK IS 60 FEET SOUTHEAST OF TELEPHONE POLE NO. 53, 32
 KW2891'FEET SOUTH OF THE APPROXIMATE CENTER OF THE PAVED ROAD AND
 KW2891'1.5 FEET WEST OF A METAL WITNESS POST.  THE MARK IS A STANDARD DISK
 KW2891'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 3
 KW2891'INCHES AND STAMPED IRVIN 1966.
 KW2891'
 KW2891'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KW2891
 KW2891                          STATION RECOVERY (1975)
 KW2891
 KW2891'RECOVERY NOTE BY PA DEPT OF TRANSP 1975 (RRM)
 KW2891'IRVIN 1966 RECOVERED GOOD.
 KW2891'
 KW2891'REF. MARK NO 1 RECOVERED GOOD.
 KW2891'
 KW2891'REF. MARK NO. 2 RECOVERED GOOD.
 KW2891'
 KW2891'AZIM. MARK RECOVERED GOOD.
 KW2891'
 KW2891'DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES SOUTHWEST OF
 KW2891'MCVEYTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0236 ***********************************************************************
 KW0236  DESIGNATION -  IRVING
 KW0236  PID         -  KW0236
 KW0236  STATE/COUNTY-  PA/SCHUYLKILL
 KW0236  USGS QUAD   -  PINE GROVE (1977)
 KW0236
 KW0236                         *CURRENT SURVEY CONTROL
 KW0236  ___________________________________________________________________
 KW0236* NAD 83(1992)-  40 32 14.50644(N)    076 25 57.00221(W)     ADJUSTED  
 KW0236* NAVD 88     -       206.770  (meters)     678.38   (feet)  ADJUSTED  
 KW0236  ___________________________________________________________________
 KW0236  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 KW0236  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 KW0236  DYNAMIC HT  -         206.668 (meters)     678.04  (feet)  COMP
 KW0236  MODELED GRAV-     980,131.0   (mgal)                       NAVD 88
 KW0236
 KW0236  HORZ ORDER  -  SECOND
 KW0236  VERT ORDER  -  SECOND    CLASS 0
 KW0236
 KW0236.The horizontal coordinates were established by classical geodetic methods
 KW0236.and adjusted by the National Geodetic Survey in June 2002..
 KW0236
 KW0236.The orthometric height was determined by differential leveling
 KW0236.and adjusted by the National Geodetic Survey in June 1991..
 KW0236
 KW0236.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW0236
 KW0236.The geoid height was determined by GEOID03.
 KW0236
 KW0236.The dynamic height is computed by dividing the NAVD 88
 KW0236.geopotential number by the normal gravity value computed on the
 KW0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0236.degrees latitude (g = 980.6199 gals.).
 KW0236
 KW0236.The modeled gravity was interpolated from observed gravity values.
 KW0236
 KW0236;                    North         East     Units Scale Factor Converg.
 KW0236;SPC PA S     -   134,522.450   711,610.959   MT  0.99996064   +0 51 17.2
 KW0236;SPC PA S     -   441,345.74  2,334,676.95   sFT  0.99996064   +0 51 17.2
 KW0236;UTM  18      - 4,488,387.812   378,684.077   MT  0.99978116   -0 55 52.2
 KW0236
 KW0236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW0236!SPC PA S     -   0.99997292  x   0.99996064  =   0.99993356
 KW0236!UTM  18      -   0.99997292  x   0.99978116  =   0.99975409
 KW0236
 KW0236|---------------------------------------------------------------------|
 KW0236| PID    Reference Object                     Distance      Geod. Az  |
 KW0236|                                                           dddmmss.s |
 KW0236| KW0235 IRVING RM 2                           7.099 METERS 16304     |
 KW0236| KW0234 IRVING AZ MK                                       2095758.8 |
 KW0236| KW0237 IRVING RM 1                           7.054 METERS 34857     |
 KW0236|---------------------------------------------------------------------|
 KW0236
 KW0236                          SUPERSEDED SURVEY CONTROL
 KW0236
 KW0236  NAD 83(1986)-  40 32 14.50065(N)    076 25 57.00550(W) AD(       ) 2
 KW0236  NAD 27      -  40 32 14.17850(N)    076 25 58.16090(W) AD(       ) 2
 KW0236  NGVD 29 (??/??/??)  206.974  (m)          679.05   (f) ADJUSTED    2 0
 KW0236
 KW0236.Superseded values are not recommended for survey control.
 KW0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0236.See file dsdata.txt to determine how the superseded data were derived.
 KW0236
 KW0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK7868488388(NAD 83)
 KW0236_MARKER: DS = TRIANGULATION STATION DISK
 KW0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0236_STAMPING: IRVING 1960
 KW0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0236+STABILITY: SURFACE MOTION
 KW0236
 KW0236  HISTORY     - Date     Condition        Report By
 KW0236  HISTORY     - 1960     MONUMENTED       CGS
 KW0236  HISTORY     - 1960     GOOD             CGS
 KW0236  HISTORY     - 1963     GOOD             AEROS
 KW0236  HISTORY     - 1963     GOOD             CGS
 KW0236  HISTORY     - 1967     GOOD             AEROS
 KW0236
 KW0236                          STATION DESCRIPTION
 KW0236
 KW0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW0236'THE STATION IS LOCATED ON A LOW HILL ABOUT 2 MILES EAST-NORTHEAST OF
 KW0236'SUEDEBERG, 1/2 MILE NORTHEAST OF IRVING, 1 MILE SOUTH OF BENCHLER
 KW0236'AND ON PROPERTY OF MR. ROBERT M. STAGER.
 KW0236'
 KW0236'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 72 AND 343 IN
 KW0236'LICKDALE, GO NORTH ON HIGHWAY 72 FOR 2.9 MILES TO THE END OF HIGHWAY
 KW0236'72.  CONTINUE NORTH AND EAST ON STATE HIGHWAY 443 FOR 5.8 MILES TO A
 KW0236'SIDE ROAD RIGHT IN THE VILLAGE OF SUEDEBERG.  CONTINUE EAST ON
 KW0236'HIGHWAY 443 FOR 1.8 MILES TO THE AZIMUTH MARK AND POWERLINE POLE
 KW0236'NUMBER 1-60 ON THE RIGHT.  CONTINUE NORTHEAST ON HIGHWAY 443 FOR
 KW0236'0.2 MILE TO A FIELD ROAD LEFT AT THE WEST END OF A BARN WITH A LARGE
 KW0236'MAIL POUCH SIGN ON THE WEST SIDE.  TURN LEFT ON THE FIELD ROAD FOR
 KW0236'0.25 MILE TO THE EAST END OF A PINE THICKET.  CONTINUE NORTH UP A
 KW0236'BRUSHY FENCE ROW TO THE TOP OF THE FIRST KNOLL AND THE STATION AS
 KW0236'DESCRIBED.
 KW0236'
 KW0236'THE STATION, A STANDARD DISK STAMPED IRVING 1960, CEMENTED IN TOP OF
 KW0236'A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE
 KW0236'GROUND.  IT IS 3 FEET WEST OF A NORTH-SOUTH FENCE LINE, 4.2 FEET
 KW0236'NORTHWEST OF A STANDARD METAL WITNESS POST AND MARKER, 5.6 FEET
 KW0236'NORTHWEST OF A TWIN TRUNK HICKORY TREE AND ABOUT 23 FEET SOUTH OF THE
 KW0236'SUMMIT OF THE KNOLL.
 KW0236'
 KW0236'REFERENCE MARK 1, A STANDARD DISK STAMPED IRVING NO 1 1960, CEMENTED
 KW0236'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS 1 INCH BELOW THE
 KW0236'GROUND SURFACE.  IT IS 3 FEET WEST OF THE NORTH-SOUTH FENCE LINE, 18
 KW0236'FEET NORTHEAST OF THE TWIN TRUNK HICKORY TREE, 19.3 FEET
 KW0236'NORTHEAST OF THE STANDARD WITNESS POST AND IS ABOUT 3 FEET HIGHER
 KW0236'THAN THE STATION MARK.
 KW0236'
 KW0236'REFERENCE MARK 2, A STANDARD DISK STAMPED IRVING NO 2 1960, CEMENTED
 KW0236'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 KW0236'SURFACE.  IT IS 3 FEET WEST OF THE NORTH-SOUTH FENCE LINE, 27.1 FEET
 KW0236'SOUTHEAST OF THE STANDARD WITNESS POST, 28 FEET SOUTHEAST OF THE
 KW0236'TWIN TRUNK HICKORY TREE AND IS ABOUT 4 FEET LOWER THAN THE STATION
 KW0236'MARK.
 KW0236'
 KW0236'THE AZIMUTH MARK, A STANDARD DISK STAMPED IRVING 1960, CEMENTED IN
 KW0236'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 KW0236'SURFACE.  IT IS 1.3 FEET EAST-SOUTHEAST OF A POWERLINE POLE NUMBER
 KW0236'I-60, 24 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 443 AND 44
 KW0236'FEET EAST-SOUTHEAST OF A DRIVEWAY INTERSECTION.
 KW0236'
 KW0236'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KW0236
 KW0236                          STATION RECOVERY (1960)
 KW0236
 KW0236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KW0236'2.2 MI E FROM SUEDBERG.
 KW0236'ABOUT 1.9 MILES EAST ALONG STATE HIGHWAY 443 FROM THE BRIDGE
 KW0236'OVER MILL CREEK AT SUEDBERG, THENCE 0.3 MILE NORTH ALONG A FIELD
 KW0236'ROAD AND A FENCE LINE, ON THE PROPERTY OF MR. ROBERT M. STAGER,
 KW0236'SOUTH OF THE TOP OF A RIDGE, ALONG FENCE LINE BETWEEN TWO
 KW0236'CULTIVATED FIELD, 52 YARDS NORTH AND UPHILL FROM A FENCE
 KW0236'CORNER, 3.2 FEET WEST OF A NORTH-SOUTH FENCE LINE, 5.7 FEET
 KW0236'NORTH-NORTHWEST OF A DOUBLE-TRUNKED HICKORY TREE, 4.1 FEET
 KW0236'NORTH-NORTHWEST OF A METAL WITNESS POST SET IN THE TOP OF A
 KW0236'CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND.
 KW0236
 KW0236                          STATION RECOVERY (1963)
 KW0236
 KW0236'RECOVERY NOTE BY AERO SERVICE CORPORATION 1963
 KW0236'STATION RECOVERED IN GOOD CONDITION.
 KW0236
 KW0236                          STATION RECOVERY (1963)
 KW0236
 KW0236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 KW0236'RECOVERED IN GOOD CONDITION.
 KW0236
 KW0236                          STATION RECOVERY (1967)
 KW0236
 KW0236'RECOVERY NOTE BY AERO SERVICE CORPORATION 1967
 KW0236'STATION WAS SEARCHED FOR AND FOUND IN GOOD CONDITION.  AZIMUTH MARK
 KW0236'WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0234 ***********************************************************************
 KW0234  DESIGNATION -  IRVING AZ MK
 KW0234  PID         -  KW0234
 KW0234  STATE/COUNTY-  PA/SCHUYLKILL
 KW0234  USGS QUAD   -  PINE GROVE (1977)
 KW0234
 KW0234                         *CURRENT SURVEY CONTROL
 KW0234  ___________________________________________________________________
 KW0234* NAD 83(1986)-  40 31 59.     (N)    076 26 10.     (W)     SCALED    
 KW0234* NAVD 88     -       163.055  (meters)     534.96   (feet)  ADJUSTED  
 KW0234  ___________________________________________________________________
 KW0234  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 KW0234  DYNAMIC HT  -         162.975 (meters)     534.69  (feet)  COMP
 KW0234  MODELED GRAV-     980,130.0   (mgal)                       NAVD 88
 KW0234
 KW0234  VERT ORDER  -  SECOND    CLASS 0
 KW0234
 KW0234.The horizontal coordinates were scaled from a topographic map and have
 KW0234.an estimated accuracy of +/- 6 seconds.
 KW0234
 KW0234.The orthometric height was determined by differential leveling
 KW0234.and adjusted by the National Geodetic Survey in June 1991..
 KW0234
 KW0234.The geoid height was determined by GEOID03.
 KW0234
 KW0234.The dynamic height is computed by dividing the NAVD 88
 KW0234.geopotential number by the normal gravity value computed on the
 KW0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0234.degrees latitude (g = 980.6199 gals.).
 KW0234
 KW0234.The modeled gravity was interpolated from observed gravity values.
 KW0234
 KW0234;                    North         East    Units  Estimated Accuracy
 KW0234;SPC PA S     -   134,040.      711,310.      MT  (+/- 180 meters Scaled)
 KW0234
 KW0234                          SUPERSEDED SURVEY CONTROL
 KW0234
 KW0234  NGVD 29 (??/??/??)  163.259  (m)          535.63   (f) ADJUSTED    2 0
 KW0234
 KW0234.Superseded values are not recommended for survey control.
 KW0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0234.See file dsdata.txt to determine how the superseded data were derived.
 KW0234
 KW0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK783879(NAD 83)
 KW0234_MARKER: DZ = AZIMUTH MARK DISK
 KW0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0234_STAMPING: IRVING 1960
 KW0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0234+STABILITY: SURFACE MOTION
 KW0234
 KW0234  HISTORY     - Date     Condition        Report By
 KW0234  HISTORY     - 1960     MONUMENTED       CGS
 KW0234
 KW0234                          STATION DESCRIPTION
 KW0234
 KW0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0234'1.8 MI NE FROM SUEDBERG.
 KW0234'ABOUT 1.75 MILES NORTHEAST ALONG STATE HIGHWAY 443 FROM THE
 KW0234'BRIDGE OVER MILL CREEK AT SUEDBERG, 23.6 FEET SOUTH OF THE
 KW0234'CENTER LINE OF THE HIGHWAY, 45 FEET EAST OF THE CENTER LINE OF A
 KW0234'DRIVEWAY LEADING SOUTH TO A RESIDENCE, 2 FEET EAST OF POWER
 KW0234'LINE POLE NO. 36116, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 KW0234'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 KW0234'INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0237 ***********************************************************************
 KW0237  DESIGNATION -  IRVING RM 1
 KW0237  PID         -  KW0237
 KW0237  STATE/COUNTY-  PA/SCHUYLKILL
 KW0237  USGS QUAD   -  PINE GROVE (1977)
 KW0237
 KW0237                         *CURRENT SURVEY CONTROL
 KW0237  ___________________________________________________________________
 KW0237* NAD 83(1986)-  40 32 14.     (N)    076 25 57.     (W)     SCALED    
 KW0237* NAVD 88     -       207.578  (meters)     681.03   (feet)  ADJUSTED  
 KW0237  ___________________________________________________________________
 KW0237  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 KW0237  DYNAMIC HT  -         207.476 (meters)     680.69  (feet)  COMP
 KW0237  MODELED GRAV-     980,131.0   (mgal)                       NAVD 88
 KW0237
 KW0237  VERT ORDER  -  SECOND    CLASS 0
 KW0237
 KW0237.The horizontal coordinates were scaled from a topographic map and have
 KW0237.an estimated accuracy of +/- 6 seconds.
 KW0237
 KW0237.The orthometric height was determined by differential leveling
 KW0237.and adjusted by the National Geodetic Survey in June 1991..
 KW0237
 KW0237.The geoid height was determined by GEOID03.
 KW0237
 KW0237.The dynamic height is computed by dividing the NAVD 88
 KW0237.geopotential number by the normal gravity value computed on the
 KW0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0237.degrees latitude (g = 980.6199 gals.).
 KW0237
 KW0237.The modeled gravity was interpolated from observed gravity values.
 KW0237
 KW0237;                    North         East    Units  Estimated Accuracy
 KW0237;SPC PA S     -   134,510.      711,610.      MT  (+/- 180 meters Scaled)
 KW0237
 KW0237                          SUPERSEDED SURVEY CONTROL
 KW0237
 KW0237  NGVD 29 (??/??/??)  207.782  (m)          681.70   (f) ADJUSTED    2 0
 KW0237
 KW0237.Superseded values are not recommended for survey control.
 KW0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0237.See file dsdata.txt to determine how the superseded data were derived.
 KW0237
 KW0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK786883(NAD 83)
 KW0237_MARKER: DR = REFERENCE MARK DISK
 KW0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0237_STAMPING: IRVING NO 1 1960
 KW0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0237+STABILITY: SURFACE MOTION
 KW0237
 KW0237  HISTORY     - Date     Condition        Report By
 KW0237  HISTORY     - 1960     MONUMENTED       CGS
 KW0237
 KW0237                          STATION DESCRIPTION
 KW0237
 KW0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0237'2.2 MI E FROM SUEDBERG.
 KW0237'ABOUT 1.9 MILES EAST ALONG STATE HIGHWAY 443 FROM THE BRIDGE
 KW0237'OVER MILL CREEK AT SUEDBERG, THENCE 0.3 MILE NORTH ALONG A FIELD
 KW0237'ROAD AND A FENCE LINE, ALONG A NORTH-SOUTH BRUSH COVERED FENCE
 KW0237'LINE, ON THE PROPERTY OF MR. ROBERT M. STAGER, 23.3 FEET NORTH
 KW0237'OF THE STATION, 2.7 FEET WEST OF NORTH-SOUTH FENCE LINE, 1.9
 KW0237'FEET SOUTHWEST OF A 3-INCH WILD CHERRY TREE, ABOUT 2 1/2 FEET
 KW0237'HIGHER THAN THE STATION AND SET IN THE TOP OF A CONCRETE POST
 KW0237'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0235 ***********************************************************************
 KW0235  DESIGNATION -  IRVING RM 2
 KW0235  PID         -  KW0235
 KW0235  STATE/COUNTY-  PA/SCHUYLKILL
 KW0235  USGS QUAD   -  PINE GROVE (1977)
 KW0235
 KW0235                         *CURRENT SURVEY CONTROL
 KW0235  ___________________________________________________________________
 KW0235* NAD 83(1986)-  40 32 14.     (N)    076 25 57.     (W)     SCALED    
 KW0235* NAVD 88     -       205.510  (meters)     674.24   (feet)  ADJUSTED  
 KW0235  ___________________________________________________________________
 KW0235  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 KW0235  DYNAMIC HT  -         205.409 (meters)     673.91  (feet)  COMP
 KW0235  MODELED GRAV-     980,131.0   (mgal)                       NAVD 88
 KW0235
 KW0235  VERT ORDER  -  SECOND    CLASS 0
 KW0235
 KW0235.The horizontal coordinates were scaled from a topographic map and have
 KW0235.an estimated accuracy of +/- 6 seconds.
 KW0235
 KW0235.The orthometric height was determined by differential leveling
 KW0235.and adjusted by the National Geodetic Survey in June 1991..
 KW0235
 KW0235.The geoid height was determined by GEOID03.
 KW0235
 KW0235.The dynamic height is computed by dividing the NAVD 88
 KW0235.geopotential number by the normal gravity value computed on the
 KW0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0235.degrees latitude (g = 980.6199 gals.).
 KW0235
 KW0235.The modeled gravity was interpolated from observed gravity values.
 KW0235
 KW0235;                    North         East    Units  Estimated Accuracy
 KW0235;SPC PA S     -   134,510.      711,610.      MT  (+/- 180 meters Scaled)
 KW0235
 KW0235                          SUPERSEDED SURVEY CONTROL
 KW0235
 KW0235  NGVD 29 (??/??/??)  205.715  (m)          674.92   (f) ADJUSTED    2 0
 KW0235
 KW0235.Superseded values are not recommended for survey control.
 KW0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0235.See file dsdata.txt to determine how the superseded data were derived.
 KW0235
 KW0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK786883(NAD 83)
 KW0235_MARKER: DR = REFERENCE MARK DISK
 KW0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0235_STAMPING: IRVING NO 2 1960
 KW0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0235+STABILITY: SURFACE MOTION
 KW0235
 KW0235  HISTORY     - Date     Condition        Report By
 KW0235  HISTORY     - 1960     MONUMENTED       CGS
 KW0235
 KW0235                          STATION DESCRIPTION
 KW0235
 KW0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0235'2.2 MI E FROM SUEDBERG.
 KW0235'ABOUT 1.9 MILES EAST ALONG STATE HIGHWAY 443 FROM THE BRIDGE
 KW0235'OVER MILL CREEK AT SUEDBERG, THENCE 0.3 MILE NORTH ALONG A
 KW0235'FIELD ROAD AND A FENCE LINE, ALONG A NORTH-SOUTH BRUSH COVERED
 KW0235'FENCE LINE, ON THE PROPERTY OF MR. ROBERT M. STAGER, 44 YARDS
 KW0235'NORTH OF A FENCE CORNER, 23.5 FEET SOUTH OF THE STATION, 3.2
 KW0235'FEET WEST OF A 6-INCH TREE AND FENCE LINE, ABOUT 4 FEET LOWER
 KW0235'THAN THE STATION AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KW0235'2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2168 ***********************************************************************
 MA2168  DESIGNATION -  IRWIN
 MA2168  PID         -  MA2168
 MA2168  STATE/COUNTY-  PA/MERCER
 MA2168  USGS QUAD   -  NEW LEBANON (1987)
 MA2168
 MA2168                         *CURRENT SURVEY CONTROL
 MA2168  ___________________________________________________________________
 MA2168* NAD 83(1992)-  41 26 35.38838(N)    079 59 59.42192(W)     ADJUSTED  
 MA2168* NAVD 88     -       376.     (meters)    1234.     (feet)  SCALED    
 MA2168  ___________________________________________________________________
 MA2168  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 MA2168  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 MA2168
 MA2168  HORZ ORDER  -  SECOND
 MA2168
 MA2168.The horizontal coordinates were established by classical geodetic methods
 MA2168.and adjusted by the National Geodetic Survey in June 2002..
 MA2168
 MA2168.The orthometric height was scaled from a topographic map.
 MA2168
 MA2168.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2168
 MA2168.The geoid height was determined by GEOID03.
 MA2168
 MA2168;                    North         East     Units Scale Factor Converg.
 MA2168;SPC PA N     -   144,201.766   412,012.115   MT  0.99995694   -1 29 18.1
 MA2168;SPC PA N     -   473,101.96  1,351,743.08   sFT  0.99995694   -1 29 18.1
 MA2168;UTM  17      - 4,588,436.990   583,549.651   MT  0.99968590   +0 39 43.3
 MA2168
 MA2168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2168!SPC PA N     -   0.99994630  x   0.99995694  =   0.99990324
 MA2168!UTM  17      -   0.99994630  x   0.99968590  =   0.99963221
 MA2168
 MA2168|---------------------------------------------------------------------|
 MA2168| PID    Reference Object                     Distance      Geod. Az  |
 MA2168|                                                           dddmmss.s |
 MA2168| CX3898 IRWIN RM 1                           23.576 METERS 01130     |
 MA2168| CX4744 IRWIN AZ MK                                        0621403.3 |
 MA2168| CX3899 IRWIN RM 2                           37.490 METERS 26438     |
 MA2168|---------------------------------------------------------------------|
 MA2168
 MA2168                          SUPERSEDED SURVEY CONTROL
 MA2168
 MA2168  NAD 83(1995)-  41 26 35.39170(N)    079 59 59.42442(W) AD(       ) 2
 MA2168  NAD 83(1986)-  41 26 35.39361(N)    079 59 59.42536(W) AD(       ) 2
 MA2168  NAD 27      -  41 26 35.19900(N)    080 00 00.21100(W) AD(       ) 2
 MA2168
 MA2168.Superseded values are not recommended for survey control.
 MA2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2168.See file dsdata.txt to determine how the superseded data were derived.
 MA2168
 MA2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF8355088437(NAD 83)
 MA2168_MARKER: Z = SEE DESCRIPTION
 MA2168_SETTING: 0 = UNSPECIFIED SETTING
 MA2168
 MA2168  HISTORY     - Date     Condition        Report By
 MA2168  HISTORY     - 1937     MONUMENTED       PAGS
 MA2168  HISTORY     - 1938     SEE DESCRIPTION  PAGS
 MA2168  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MA2168
 MA2168                          STATION DESCRIPTION
 MA2168
 MA2168'DESCRIBED BY PENNSYLVANIA GEODETIC SURVEY 1937
 MA2168'FROM NEW LEBANON, E ALONG COUNTY ROAD 43074 TO BLAIR SCHOOL, THENCE
 MA2168'RIGHT ON A DIRT ROAD 0.7 MILE TO COUNTY LINE.  STATION IS ABOUT
 MA2168'25 FEET N OF ROAD IN FIELD ON PROPERTY OF CHARLES B. IRWIN.
 MA2168'
 MA2168'SURFACE MARK IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK SET IN A
 MA2168'CIRCULAR CONCRETE POST 12 INCHES BELOW SURFACE.
 MA2168'
 MA2168'UNDERGROUND MARK IS A SQUARE BLOCK OF CONCRETE BELOW THE GROUND
 MA2168'CONTAINING A PA. COORDINATE SYSTEM STANDARD BRONZE DISK.
 MA2168'
 MA2168'REFERENCE MARK NO. 1, IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK
 MA2168'SET IN A 0.85- BY 1.0-FOOT SQUARE CONCRETE POST PROJECTING
 MA2168'0.3 FOOT AND IS NE ALONG FENCE.  REFERENCE MARK NO. 2 IS A PA.
 MA2168'COORDINATE SYSTEM STANDARD BRONZE DISK SET IN A 0.9-
 MA2168'BY 1.0-FOOT SQUARE CONCRETE POST PROJECTING 0.2 FOOT AND IS W ALONG
 MA2168'FENCE.  AZIMUTH MARK IS A PA. COORDINATE SYSTEM STANDARD
 MA2168'BRONZE DISK, SET IN A 1.5-FOOT CIRCULAR CONCRETE POST FLUSH WITH
 MA2168'GROUND.  TO REACH FROM STATION GO NE TO FIRST ROAD, TURN LEFT
 MA2168'TO FIRST ROAD, THENCE RIGHT 0.2 MILE TO MARK ON RIGHT, 15
 MA2168'FEET S OF CENTER LINE.
 MA2168'
 MA2168'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 MA2168
 MA2168                          STATION RECOVERY (1938)
 MA2168
 MA2168'RECOVERY NOTE BY PENNSYLVANIA GEODETIC SURVEY 1938
 MA2168'STATION RECOVERED AS DESCRIBED AND FORMER DESCRIPTION FOUND ADEQUATE.
 MA2168'
 MA2168'IRWIN AZIMUTH MARK NO. 2 IS ON PROPERTY OWNED BY FRED BLAIR, 153.6
 MA2168'FEET E BY S OF BLAIRS RESIDENCE ACROSS THE GULLY AND 407
 MA2168'FEET N OF AZIMUTH MARK NO. 1.  MARK IS A PA. COORDINATE SYSTEM
 MA2168'STANDARD BRONZE DISK SET IN SANDSTONE POST.
 MA2168
 MA2168                          STATION RECOVERY (1960)
 MA2168
 MA2168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 MA2168'THE STATION MARK, REFERENCE MARK NO. 1, AND AZIMUTH MARKS NO. 1 AND 2
 MA2168'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO.
 MA2168'2 WAS FOUND DESTROYED, IT HAD APPARENTLY BEEN HIT BY ROAD EQUIPMENT
 MA2168'AND IS LEANING ABOUT 45 DEGREES.  THE DISTANCE FROM THE
 MA2168'STATION TO R.M. NO. 1 WAS MEASURED AND FOUND TO BE 77.425 FEET.  THE
 MA2168'PROPERTY IS NOW OWNED BY HERMAN NICKLEN.  A NEW
 MA2168'DESCRIPTION FOLLOWS- THE STATION IS LOCATED BY AIR LINE DISTANCE
 MA2168'ABOUT 4.5 MILES NORTHEAST OF NEW LEBANON, ABOUT 3.8 MILES
 MA2168'SOUTHEAST OF MILLEDGEVILLE, ON THE NORTH SIDE OF A GRAVEL ROAD,
 MA2168'AND AT THE SOUTHEAST CORNER OF A PASTURE JUST EAST OF THE
 MA2168'MERCER-VENANGO COUNTY LINE.  IT IS 64 FEET NORTH OF THE CENTER
 MA2168'LINE OF THE ROAD, 50 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE, 65
 MA2168'FEET NORTHWEST OF A LONE 15 INCH HICKORY TREE, 28.6 FEET
 MA2168'SOUTHWEST OF TELEPHONE POLE NO. 13, 17.2 FEET WEST OF THE COUNTY LINE
 MA2168'FENCE, AND 3 FEET SOUTH OF A C. AND G.S. WITNESS SIGN.
 MA2168'THE MARK IS A PENNA. COORDINATE SYSTEM DISK SET IN THE TOP OF A
 MA2168'CIRCULAR CONCRETE POST 13 INCHES BELOW THE SURFACE OF THE
 MA2168'GROUND, STAMPED IRWIN 1737.  (NOTES 1B,7A).
 MA2168'
 MA2168'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION.  IT IS 55.5 FEET
 MA2168'NORTH OF TELEPHONE POLE NO. 13, AND 0.8 FOOT WEST OF
 MA2168'THE COUNTY LINE FENCE.  THE MARK IS A PENNA. COORDINATE SYSTEM DISK
 MA2168'SET IN THE TOP OF A SQUARE BLOCK OF CONCRETE PROJECTING 6 INCHES,
 MA2168'STAMPED IRWIN NO 1 1937.  (NOTE 11A).
 MA2168'
 MA2168'AZIMUTH MARK NO. 1 IS ABOUT 0.5 MILE NORTHEAST OF THE STATION, ON THE
 MA2168'SOUTH SIDE OF A GRAVEL ROAD, AND IN SMALL TIMBER ON TOP OF
 MA2168'AN 8 FOOT BANK.  IT IS 15 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 MA2168'140 FEET EAST OF A LANE LEADING NORTH, AND 1.5 FEET
 MA2168'EAST OF A C. AND G.S. WITNESS SIGN.  THE MARK IS A PENNA. COORDINATE
 MA2168'SYSTEM DISK SET IN THE TOP OF A 1.5 FOOT CIRCULAR
 MA2168'CONCRETE POST FLUSH WITH THE GROUND, STAMPED IRWIN 1937.  (NOTE 16B).
 MA2168'
 MA2168'AZIMUTH MARK NO. 2 IS ABOUT 0.55 MILE NORTHEAST OF THE STATION, 407
 MA2168'FEET NORTH OF AZIMUTH MARK NO. 1, 120 FEET EAST OF A LANE, 103 FEET
 MA2168'EAST OF THE SOUTHEAST CORNER OF A SMALL SHACK, 4 FEET WEST OF AN 18
 MA2168'INCH APPLE TREE, AND 2 FEET SOUTH OF A C. AND G.S. WITNESS
 MA2168'SIGN.  THE MARK IS A PENNA. COORDINATE SYSTEM DISK SET IN THE TOP OF
 MA2168'A SANDSTONE POST PROJECTING 2 INCHES, STAMPED IRWIN NO 2
 MA2168'1937.
 MA2168'
 MA2168'TO REACH THE AZIMUTH MARKS FROM THE STATION, GO EAST ON GRAVEL ROAD
 MA2168'FOR 0.25 MILE, THENCE NORTH ON GRAVEL ROAD FOR 0.2 MILE,
 MA2168'THENCE EAST ON GRAVEL ROAD FOR 0.2 MILE TO A LANE NORTH AND AZIMUTH
 MA2168'MARK NO. 1 AS DESCRIBED.  TURN LEFT ON LANE AND GO NORTH FOR
 MA2168'ABOUT 400 FEET TO AZIMUTH MARK NO. 2 ON RIGHT AS DESCRIBED.
 MA2168'
 MA2168'TO REACH THE STATION FROM NEW LEBANON, FROM THE JUNCTION OF STATE
 MA2168'HIGHWAY 78 AND ROUTE 43074, GO NORTHEAST ON ROUTE 43074
 MA2168'FOR 4.4 MILES TO CROSSROAD, TURN RIGHT AND GO EAST ON GRAVEL ROAD FOR
 MA2168'0.7 MILE TO COUNTY LINE AND STATION ON LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2658 ***********************************************************************
 KV2658  DESIGNATION -  ISAAC
 KV2658  PID         -  KV2658
 KV2658  STATE/COUNTY-  PA/LEHIGH
 KV2658  USGS QUAD   -  ALLENTOWN WEST (1992)
 KV2658
 KV2658                         *CURRENT SURVEY CONTROL
 KV2658  ___________________________________________________________________
 KV2658* NAD 83(1992)-  40 35 27.84642(N)    075 34 33.34300(W)     ADJUSTED  
 KV2658* NAVD 88     -       161.210  (meters)     528.90   (feet)  ADJUSTED  
 KV2658  ___________________________________________________________________
 KV2658  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 KV2658  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 KV2658  DYNAMIC HT  -         161.130 (meters)     528.64  (feet)  COMP
 KV2658  MODELED GRAV-     980,126.2   (mgal)                       NAVD 88
 KV2658
 KV2658  HORZ ORDER  -  SECOND
 KV2658  VERT ORDER  -  SECOND    CLASS 0
 KV2658
 KV2658.The horizontal coordinates were established by classical geodetic methods
 KV2658.and adjusted by the National Geodetic Survey in June 2002..
 KV2658
 KV2658.The orthometric height was determined by differential leveling
 KV2658.and adjusted by the National Geodetic Survey in June 1991..
 KV2658
 KV2658.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV2658
 KV2658.The geoid height was determined by GEOID03.
 KV2658
 KV2658.The dynamic height is computed by dividing the NAVD 88
 KV2658.geopotential number by the normal gravity value computed on the
 KV2658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2658.degrees latitude (g = 980.6199 gals.).
 KV2658
 KV2658.The modeled gravity was interpolated from observed gravity values.
 KV2658
 KV2658;                    North         East     Units Scale Factor Converg.
 KV2658;SPC PA S     -   141,918.608   784,016.237   MT  0.99996249   +1 24 37.9
 KV2658;SPC PA S     -   465,611.30  2,572,226.60   sFT  0.99996249   +1 24 37.9
 KV2658;UTM  18      - 4,493,522.768   451,265.272   MT  0.99962923   -0 22 29.1
 KV2658
 KV2658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV2658!SPC PA S     -   0.99998013  x   0.99996249  =   0.99994262
 KV2658!UTM  18      -   0.99998013  x   0.99962923  =   0.99960937
 KV2658
 KV2658|---------------------------------------------------------------------|
 KV2658| PID    Reference Object                     Distance      Geod. Az  |
 KV2658|                                                           dddmmss.s |
 KV2658| KV2659 ISAAC RM 1                           15.368 METERS 07348     |
 KV2658| KV3852 TREXLERTOWN AIR PRODUCTS TANK       APPROX. 4.9 KM 2073506.2 |
 KV2658| KV3853 FOGELSVILLE LEH PORT CEM W STK      APPROX. 3.9 KM 2732906.6 |
 KV2658| KV3851 FOGELSVILLE LEH PORT CEM E STK      APPROX. 3.8 KM 2735505.1 |
 KV2658| KV2656 ISAAC AZ MK                                        2814530.4 |
 KV2658| KV2657 ISAAC RM 2                           22.422 METERS 28450     |
 KV2658|---------------------------------------------------------------------|
 KV2658
 KV2658                          SUPERSEDED SURVEY CONTROL
 KV2658
 KV2658  NAD 83(1996)-  40 35 27.84519(N)    075 34 33.34374(W) AD(       ) 2
 KV2658  NAD 83(1986)-  40 35 27.84196(N)    075 34 33.35122(W) AD(       ) 2
 KV2658  NAD 27      -  40 35 27.48860(N)    075 34 34.67750(W) AD(       ) 2
 KV2658  NGVD 29 (??/??/??)  161.418  (m)          529.59   (f) ADJUSTED    2 0
 KV2658
 KV2658.Superseded values are not recommended for survey control.
 KV2658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2658.See file dsdata.txt to determine how the superseded data were derived.
 KV2658
 KV2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK5126593523(NAD 83)
 KV2658_MARKER: DS = TRIANGULATION STATION DISK
 KV2658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2658_SP_SET: CONCRETE POST
 KV2658_STAMPING: ISAAC 1960
 KV2658_MARK LOGO: CGS   
 KV2658_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV2658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2658+STABILITY: SURFACE MOTION
 KV2658
 KV2658  HISTORY     - Date     Condition        Report By
 KV2658  HISTORY     - 1960     MONUMENTED       CGS
 KV2658  HISTORY     - 1960     GOOD             CGS
 KV2658  HISTORY     - 1967     GOOD             AEROS
 KV2658  HISTORY     - 1971     GOOD             PADT
 KV2658  HISTORY     - 19910607 MARK NOT FOUND   LOCSUR
 KV2658  HISTORY     - 20040823 GOOD             PADT
 KV2658
 KV2658                          STATION DESCRIPTION
 KV2658
 KV2658'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV2658'STATION IS LOCATED ABOUT 2.8 MILES EAST OF FOGELSVILLE, 6.0 MILES
 KV2658'NORTHWEST OF EMMAUS, 5.5 MILES WEST OF ALLENTOWN, AND ON PROPERTY
 KV2658'OWNED BY MR. SAMUEL ISAAC.
 KV2658'
 KV2658'TO REACH THE STATION FROM THE NATIONAL BANK BUILDING IN FOGELSVILLE,
 KV2658'GO EASTERLY ON OLD U.S. HIGHWAY 22 FOR 2.7 MILES TO UNDERPASS (NEW
 KV2658'U.S. HIGHWAY 22), CONTINUE ON OLD HIGHWAY 22 FOR 0.45 MILE TO A SIDE
 KV2658'ROAD RIGHT, TURN SHARP RIGHT ON PAVED ROAD FOR 0.25 MILE TO TOP
 KV2658'OF HILL AND STATION ON LEFT AS DESCRIBED.
 KV2658'
 KV2658'STATION MARK, A STANDARD DISK STAMPED ISAAC 1960, SET IN THE TOP OF A
 KV2658'12-INCH CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 KV2658'IT IS 2.8 FEET WEST OF A STANDARD METAL WITNESS POST, 36.6 FEET SOUTH
 KV2658'OF THE APPROXIMATE CENTER OF A PAVED ROAD, 24.0 FEET NORTH OF THE
 KV2658'APPROXIMATE CENTER OF A GRAVELED ROAD, AND 14.8 FEET NORTHWEST OF A
 KV2658'Y-FORK MULBERRY TREE.
 KV2658'
 KV2658'R.M. NO 1, A STANDARD DISK STAMPED ISAAC NO 1 1960, SET IN THE TOP OF
 KV2658'A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES
 KV2658'ABOVE GROUND SURFACE.  IT IS 21.0 FEET SOUTH OF THE APPROXIMATE
 KV2658'CENTER OF A PAVED ROAD, 2.6 FEET NORTH OF POWERLINE POLE NO. 108, AND
 KV2658'ABOUT 4 FEET LOWER IN ELEVATION THAN THE STATION.
 KV2658'
 KV2658'R.M. NO 2, A STANDARD DISK STAMPED ISAAC NO 2 1960, SET IN THE TOP OF
 KV2658'A 12-INCH CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES ABOVE
 KV2658'GROUND SURFACE.  IT IS 3.0 FEET WEST OF POWERLINE POLE NO. 1812, 21.9
 KV2658'FEET SOUTH OF THE APPROXIMATE CENTER OF A PAVED ROAD, 15.8 FEET
 KV2658'NORTH OF THE APPROXIMATE CENTER OF A GRAVEL ROAD, 77.0 FEET EAST OF
 KV2658'THE APPROXIMATE CENTER OF THE JUNCTION OF PAVED AND GRAVEL ROAD,
 KV2658'AND 0.5 FEET LOWER IN ELEVATION THAN THE STATION.
 KV2658'
 KV2658'AZIMUTH MARK, A STANDARD DISK STAMPED ISAAC 1960, CEMENTED IN A DRILL
 KV2658'HOLE ON THE SOUTH, ABUTMENT OF A CULVERT (CONCRETE).  IT IS
 KV2658'ABOUT 8 INCHES ABOVE PAVED ROAD SURFACE, 14.6 FEET SOUTH OF THE
 KV2658'APPROXIMATE CENTER OF A PAVED ROAD, 1.0 FOOT NORTHEAST OF A
 KV2658'STANDARD METAL WITNESS POST, 87.0 FEET SOUTH OF THE SOUTHEAST CORNER
 KV2658'OF THE ALLENTOWN BRAKE AND WHEEL SERVICE BUILDING, AND 101.0 FEET
 KV2658'SOUTHWEST OF POWERLINE POLE NO. A25175.  TO REACH THE AZIMUTH MARK
 KV2658'FROM THE STATION CONTINUE WEST ON PAVED ROAD FOR 0.28 MILES TO
 KV2658'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KV2658'
 KV2658'HEIGHT OF LIGHT ABOVE STATION MARK 26.15 METERS.
 KV2658
 KV2658                          STATION RECOVERY (1960)
 KV2658
 KV2658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KV2658'2.8 MI E FROM FOGELSVILLE.
 KV2658'2.4 MILES EAST ALONG U.S. HIGHWAY 22 FROM THE FOGELSVILLE
 KV2658'INTERCHANGE AT FOGELSVILLE, THENCE 0.1 MILE SOUTH CROSS-COUNTRY
 KV2658'TO PAVED ROAD, THENCE 0.3 MILE EAST ALONG PAVED ROAD, ABOUT 0.3
 KV2658'MILE EAST OF THE LARGE BUILDING OCCUPIED BY THE ALLENTOWN BRAKE
 KV2658'AND WHEEL SERVICE, AT A Y JUNCTION, 36 FEET SOUTH OF THE CENTER
 KV2658'LINE OF THE PAVED ROAD, 24 FEET NORTH OF THE CENTER LINE OF A
 KV2658'GRAVEL ROAD, 15 FEET NORTHWEST OF A MULBERRY TREE, 2.8 FEET WEST
 KV2658'OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST FLUSH
 KV2658'WITH THE GROUND AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 KV2658
 KV2658                          STATION RECOVERY (1967)
 KV2658
 KV2658'RECOVERY NOTE BY AERO SERVICE CORPORATION 1967
 KV2658'STATION WAS SEARCHED FOR AND FOUND IN GOOD CONDITION.
 KV2658
 KV2658                          STATION RECOVERY (1971)
 KV2658
 KV2658'RECOVERY NOTE BY PA DEPT OF TRANSP 1971
 KV2658'ISSAC 1960 GOOD
 KV2658'ISSAC RM 1 GOOD
 KV2658'ISSAC RM 2 GOOD
 KV2658'ISSAC AZIMUTH GOOD
 KV2658
 KV2658                          STATION RECOVERY (1991)
 KV2658
 KV2658'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1991
 KV2658'MARK NOT FOUND.
 KV2658
 KV2658                          STATION RECOVERY (2004)
 KV2658
 KV2658'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (PJN)
 KV2658'NEW TO REACH
 KV2658' FROM I 78 AND SR 100 IN FOGLESVILLE. GO EAST ON I 78 FOR 1.5 MILES TO
 KV2658'SR 22, GO EAST ON SR 22 FOR 0.8 MILES TO KUHNSVILLE EXIT (TILGHMAN
 KV2658'STREET), GO EAST ON TILGHMAN 0.55 MILES TO WERLEY ROAD, TURN RIGHT
 KV2658'(SOUTH) ON WERLEY ROAD TO STOP SIGN AT OAKVIEW DRIVE, TURN RIGHT
 KV2658'(WEST) ON OAKVIEW DRIVE GO 0.15 MILE TO STATION ON THE LEFT.
 KV2658' 
 KV2658'33 FEET SOUTH OF CENTER OF OAKVIEW
 KV2658'18 FEET NORTH OF ABANDONED ROAD
 KV2658'12 NORTHWEST OF 36 INCH MULBERRY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2656 ***********************************************************************
 KV2656  DESIGNATION -  ISAAC AZ MK
 KV2656  PID         -  KV2656
 KV2656  STATE/COUNTY-  PA/LEHIGH
 KV2656  USGS QUAD   -  ALLENTOWN WEST (1992)
 KV2656
 KV2656                         *CURRENT SURVEY CONTROL
 KV2656  ___________________________________________________________________
 KV2656* NAD 83(1986)-  40 35 30.     (N)    075 34 52.     (W)     SCALED    
 KV2656* NAVD 88     -       159.779  (meters)     524.21   (feet)  ADJUSTED  
 KV2656  ___________________________________________________________________
 KV2656  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 KV2656  DYNAMIC HT  -         159.700 (meters)     523.95  (feet)  COMP
 KV2656  MODELED GRAV-     980,125.2   (mgal)                       NAVD 88
 KV2656
 KV2656  VERT ORDER  -  SECOND    CLASS 0
 KV2656
 KV2656.The horizontal coordinates were scaled from a topographic map and have
 KV2656.an estimated accuracy of +/- 6 seconds.
 KV2656
 KV2656.The orthometric height was determined by differential leveling
 KV2656.and adjusted by the National Geodetic Survey in June 1991..
 KV2656
 KV2656.The geoid height was determined by GEOID03.
 KV2656
 KV2656.The dynamic height is computed by dividing the NAVD 88
 KV2656.geopotential number by the normal gravity value computed on the
 KV2656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2656.degrees latitude (g = 980.6199 gals.).
 KV2656
 KV2656.The modeled gravity was interpolated from observed gravity values.
 KV2656
 KV2656;                    North         East    Units  Estimated Accuracy
 KV2656;SPC PA S     -   141,970.      783,580.      MT  (+/- 180 meters Scaled)
 KV2656
 KV2656                          SUPERSEDED SURVEY CONTROL
 KV2656
 KV2656  NGVD 29 (??/??/??)  159.987  (m)          524.89   (f) ADJUSTED    2 0
 KV2656
 KV2656.Superseded values are not recommended for survey control.
 KV2656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2656.See file dsdata.txt to determine how the superseded data were derived.
 KV2656
 KV2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK508935(NAD 83)
 KV2656_MARKER: DZ = AZIMUTH MARK DISK
 KV2656_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2656_SP_SET: CULVERT
 KV2656_STAMPING: ISAAC 1960
 KV2656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2656
 KV2656  HISTORY     - Date     Condition        Report By
 KV2656  HISTORY     - 1960     MONUMENTED       CGS
 KV2656  HISTORY     - 20040823 MARK NOT FOUND   PADT
 KV2656
 KV2656                          STATION DESCRIPTION
 KV2656
 KV2656'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2656'2.5 MI E FROM FOGELSVILLE.
 KV2656'2.4 MILES EAST ALONG U.S. HIGHWAY 22 FROM THE FOGELSVILLE
 KV2656'INTERCHANGE AT FOGELSVILLE, THENCE 0.1 MILE SOUTH CROSS-COUNTRY
 KV2656'TO PAVED ROAD, 14 1/4 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST
 KV2656'PAVED ROAD, 87 FEET SOUTH OF THE SOUTHEAST CORNER OF THE LARGE
 KV2656'BUILDING OCCUPIED BY THE ALLENTOWN BRAKE AND WHEEL SERVICE, 101
 KV2656'FEET SOUTHWEST AND ACROSS THE ROAD FROM POWER LINE POLE NO.
 KV2656'A25175, SET ON TOP OF THE CENTER OF THE SOUTH CONCRETE HEADWALL
 KV2656'OF AN 18-INCH PIPE CULVERT UNDER THE ROAD, 0.8 FOOT ABOVE THE
 KV2656'LEVEL OF THE ROAD AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.
 KV2656
 KV2656                          STATION RECOVERY (2004)
 KV2656
 KV2656'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (PJN)
 KV2656'PAVED ROAD (OAKVIEW DRIVE) WAS REALIGNED IN 1985. THERE IS NO EVIDENCE
 KV2656'OF A CONCRETE HEADWALL OR 18 INCH PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2659 ***********************************************************************
 KV2659  DESIGNATION -  ISAAC RM 1
 KV2659  PID         -  KV2659
 KV2659  STATE/COUNTY-  PA/LEHIGH
 KV2659  USGS QUAD   -  ALLENTOWN WEST (1992)
 KV2659
 KV2659                         *CURRENT SURVEY CONTROL
 KV2659  ___________________________________________________________________
 KV2659* NAD 83(1986)-  40 35 27.     (N)    075 34 33.     (W)     SCALED    
 KV2659* NAVD 88     -       160.504  (meters)     526.59   (feet)  ADJUSTED  
 KV2659  ___________________________________________________________________
 KV2659  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 KV2659  DYNAMIC HT  -         160.424 (meters)     526.32  (feet)  COMP
 KV2659  MODELED GRAV-     980,126.2   (mgal)                       NAVD 88
 KV2659
 KV2659  VERT ORDER  -  SECOND    CLASS 0
 KV2659
 KV2659.The horizontal coordinates were scaled from a topographic map and have
 KV2659.an estimated accuracy of +/- 6 seconds.
 KV2659
 KV2659.The orthometric height was determined by differential leveling
 KV2659.and adjusted by the National Geodetic Survey in June 1991..
 KV2659
 KV2659.The geoid height was determined by GEOID03.
 KV2659
 KV2659.The dynamic height is computed by dividing the NAVD 88
 KV2659.geopotential number by the normal gravity value computed on the
 KV2659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2659.degrees latitude (g = 980.6199 gals.).
 KV2659
 KV2659.The modeled gravity was interpolated from observed gravity values.
 KV2659
 KV2659;                    North         East    Units  Estimated Accuracy
 KV2659;SPC PA S     -   141,890.      784,030.      MT  (+/- 180 meters Scaled)
 KV2659
 KV2659                          SUPERSEDED SURVEY CONTROL
 KV2659
 KV2659  NGVD 29 (??/??/??)  160.712  (m)          527.27   (f) ADJUSTED    2 0
 KV2659
 KV2659.Superseded values are not recommended for survey control.
 KV2659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2659.See file dsdata.txt to determine how the superseded data were derived.
 KV2659
 KV2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK512934(NAD 83)
 KV2659_MARKER: DR = REFERENCE MARK DISK
 KV2659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2659_STAMPING: ISAAC NO 1 1960
 KV2659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2659+STABILITY: SURFACE MOTION
 KV2659
 KV2659  HISTORY     - Date     Condition        Report By
 KV2659  HISTORY     - 1960     MONUMENTED       CGS
 KV2659  HISTORY     - 20040823 GOOD             PADT
 KV2659
 KV2659                          STATION DESCRIPTION
 KV2659
 KV2659'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2659'2.8 MI E FROM FOGELSVILLE.
 KV2659'2.4 MILES EAST ALONG U.S. HIGHWAY 22 FROM THE FOGELSVILLE
 KV2659'INTERCHANGE AT FOGELSVILLE, THENCE 0.1 MILE SOUTH CROSS-COUNTRY,
 KV2659'THENCE 0.3 MILE EAST ALONG A PAVED ROAD, 50.4 FEET EAST AND ACROSS
 KV2659'THE ROAD FROM THE STATION, 21 FEET SOUTH OF THE CENTER LINE OF
 KV2659'THE PAVED ROAD, 2.6 FEET NORTH OF POWER LINE POLE NO. 108, SET IN
 KV2659'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL
 KV2659'OF THE GROUND AND ABOUT LEVEL WITH THE ROAD SURFACE.
 KV2659
 KV2659                          STATION RECOVERY (2004)
 KV2659
 KV2659'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (PJN)
 KV2659'NEW TO REACH
 KV2659' FROM I 78 AND SR 100 IN FOGLESVILLE. GO EAST ON I 78 FOR 1.5 MILES TO
 KV2659'SR 22, GO EAST ON SR 22 FOR 0.8 MILES TO KUHNSVILLE EXIT (TILGHMAN
 KV2659'STREET), GO EAST ON TILGHMAN 0.55 MILES TO WERLEY ROAD, TURN RIGHT
 KV2659'(SOUTH) ON WERLEY ROAD TO STOP SIGN AT OAKVIEW DRIVE, TURN RIGHT
 KV2659'(WEST) ON OAKVIEW DRIVE GO 0.15 MILE TO STATION ON THE LEFT.
 KV2659' 
 KV2659'21 FEET SOUTH OF CENTER OF OAKVIEW
 KV2659'16 FEET WEST OF SIGN(OAKVIEW DRIVE AND OAK LANE)
 KV2659'2.4 FEET SOUTH OF BELL TELEPHONE POLE NO. 108
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2657 ***********************************************************************
 KV2657  DESIGNATION -  ISAAC RM 2
 KV2657  PID         -  KV2657
 KV2657  STATE/COUNTY-  PA/LEHIGH
 KV2657  USGS QUAD   -  ALLENTOWN WEST (1992)
 KV2657
 KV2657                         *CURRENT SURVEY CONTROL
 KV2657  ___________________________________________________________________
 KV2657* NAD 83(1986)-  40 35 27.     (N)    075 34 33.     (W)     SCALED    
 KV2657* NAVD 88     -       160.990  (meters)     528.18   (feet)  ADJUSTED  
 KV2657  ___________________________________________________________________
 KV2657  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 KV2657  DYNAMIC HT  -         160.910 (meters)     527.92  (feet)  COMP
 KV2657  MODELED GRAV-     980,126.2   (mgal)                       NAVD 88
 KV2657
 KV2657  VERT ORDER  -  SECOND    CLASS 0
 KV2657
 KV2657.The horizontal coordinates were scaled from a topographic map and have
 KV2657.an estimated accuracy of +/- 6 seconds.
 KV2657
 KV2657.The orthometric height was determined by differential leveling
 KV2657.and adjusted by the National Geodetic Survey in June 1991..
 KV2657
 KV2657.The geoid height was determined by GEOID03.
 KV2657
 KV2657.The dynamic height is computed by dividing the NAVD 88
 KV2657.geopotential number by the normal gravity value computed on the
 KV2657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2657.degrees latitude (g = 980.6199 gals.).
 KV2657
 KV2657.The modeled gravity was interpolated from observed gravity values.
 KV2657
 KV2657;                    North         East    Units  Estimated Accuracy
 KV2657;SPC PA S     -   141,890.      784,030.      MT  (+/- 180 meters Scaled)
 KV2657
 KV2657                          SUPERSEDED SURVEY CONTROL
 KV2657
 KV2657  NGVD 29 (??/??/??)  161.198  (m)          528.86   (f) ADJUSTED    2 0
 KV2657
 KV2657.Superseded values are not recommended for survey control.
 KV2657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2657.See file dsdata.txt to determine how the superseded data were derived.
 KV2657
 KV2657_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK512934(NAD 83)
 KV2657_MARKER: DR = REFERENCE MARK DISK
 KV2657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2657_STAMPING: ISAAC NO 2 1960
 KV2657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2657+STABILITY: SURFACE MOTION
 KV2657
 KV2657  HISTORY     - Date     Condition        Report By
 KV2657  HISTORY     - 1960     MONUMENTED       CGS
 KV2657  HISTORY     - 20040823 GOOD             PADT
 KV2657
 KV2657                          STATION DESCRIPTION
 KV2657
 KV2657'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2657'2.8 MI E FROM FOGELSVILLE.
 KV2657'2.4 MILES EAST ALONG U.S. HIGHWAY 22 FROM THE FOGELSVILLE
 KV2657'INTERCHANGE AT FOGELSVILLE, THENCE 0.1 MILE SOUTH CROSS-COUNTRY,
 KV2657'THENCE 0.3 MILE EAST ALONG A PAVED ROAD, 73.6 FEET WEST OF THE
 KV2657'STATION, 21 1/2 FEET SOUTH OF THE CENTER LINE OF THE PAVED ROAD,
 KV2657'3 FEET WEST OF POWER LINE POLE NO. 1812, 77 FEET EAST OF THE
 KV2657'APPROXIMATE CENTER OF A ROAD JUNCTION, SET IN THE TOP OF A
 KV2657'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND
 KV2657'AND ABOUT LEVEL WITH THE SURFACE OF THE HIGHWAY.
 KV2657
 KV2657                          STATION RECOVERY (2004)
 KV2657
 KV2657'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (PJN)
 KV2657'NEW TO REACH
 KV2657' FROM I 78 AND SR 100 IN FOGLESVILLE. GO EAST ON I 78 FOR 1.5 MILES TO
 KV2657'SR 22, GO EAST ON SR 22 FOR 0.8 MILES TO KUHNSVILLE EXIT (TILGHMAN
 KV2657'STREET), GO EAST ON TILGHMAN 0.55 MILES TO WERLEY ROAD, TURN RIGHT
 KV2657'(SOUTH) ON WERLEY ROAD TO STOP SIGN AT OAKVIEW DRIVE, TURN RIGHT
 KV2657'(WEST) ON OAKVIEW DRIVE GO 0.15 MILE TO STATION ON THE LEFT.
 KV2657' 
 KV2657'21 FEET SOUTH OF CENTER OF OAKVIEW
 KV2657'13 FEET NORTH OF ABANDONED ROAD(OAK LANE)
 KV2657'2.7 FEET EAST OF BELL TELEPHONE POLE NO. 109
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2910 ***********************************************************************
 KW2910  DESIGNATION -  ISHLER
 KW2910  PID         -  KW2910
 KW2910  STATE/COUNTY-  PA/CENTRE
 KW2910  USGS QUAD   -  MINGOVILLE (1983)
 KW2910
 KW2910                         *CURRENT SURVEY CONTROL
 KW2910  ___________________________________________________________________
 KW2910* NAD 83(1992)-  40 57 54.91366(N)    077 40 34.57613(W)     ADJUSTED  
 KW2910* NAVD 88     -       338.2    (meters)    1110.     (feet)  VERTCON   
 KW2910  ___________________________________________________________________
 KW2910  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 KW2910  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KW2910
 KW2910  HORZ ORDER  -  SECOND
 KW2910
 KW2910.The horizontal coordinates were established by classical geodetic methods
 KW2910.and adjusted by the National Geodetic Survey in June 2002..
 KW2910
 KW2910.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2910
 KW2910.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2910
 KW2910.The geoid height was determined by GEOID03.
 KW2910
 KW2910;                    North         East     Units Scale Factor Converg.
 KW2910;SPC PA N     -    88,688.764   606,206.371   MT  0.99998779   +0 02 55.6
 KW2910;SPC PA N     -   290,973.05  1,988,862.07   sFT  0.99998779   +0 02 55.6
 KW2910;UTM  18      - 4,538,349.540   274,791.690   MT  1.00022428   -1 45 19.1
 KW2910
 KW2910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2910!SPC PA N     -   0.99995217  x   0.99998779  =   0.99993996
 KW2910!UTM  18      -   0.99995217  x   1.00022428  =   1.00017644
 KW2910
 KW2910|---------------------------------------------------------------------|
 KW2910| PID    Reference Object                     Distance      Geod. Az  |
 KW2910|                                                           dddmmss.s |
 KW2910| CK7549 ISHLER RM 1                           6.198 METERS 13718     |
 KW2910| KW2431 GETTIG                              APPROX. 3.1 KM 2335620.5 |
 KW2910| CK7550 ISHLER RM 2                           4.792 METERS 32658     |
 KW2910|---------------------------------------------------------------------|
 KW2910
 KW2910                          SUPERSEDED SURVEY CONTROL
 KW2910
 KW2910  NAD 83(1986)-  40 57 54.91258(N)    077 40 34.57745(W) AD(       ) 2
 KW2910  NAD 27      -  40 57 54.69300(N)    077 40 35.56700(W) AD(       ) 2
 KW2910  NGVD 29 (07/19/86)  338.4    (m)         1110.     (f) VERT ANG       
 KW2910
 KW2910.Superseded values are not recommended for survey control.
 KW2910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2910.See file dsdata.txt to determine how the superseded data were derived.
 KW2910
 KW2910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL7479238350(NAD 83)
 KW2910_MARKER: DS = TRIANGULATION STATION DISK
 KW2910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2910
 KW2910  HISTORY     - Date     Condition        Report By
 KW2910  HISTORY     - 1959     MONUMENTED       CGS
 KW2910
 KW2910                          STATION DESCRIPTION
 KW2910
 KW2910'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 KW2910'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LOW, EAST AND WEST
 KW2910'RIDGE, IN BETWEEN TWO CULTIVATED FIELDS, AT THE WEST SIDE OF
 KW2910'A NORTH AND SOUTH FENCE LINE AND ROW OF TREES, AT THE EAST EDGE OF A
 KW2910'CULTIVATED FIELD AND ON PROPERTY OWNED BY MR. WILBER S.
 KW2910'ISHLER.  IT IS ABOUT 6 MILES NORTHEAST OF BELLEFONTE, ABOUT 4 MILES
 KW2910'EAST OF CURTIN AND ABOUT 0.08 MILE SOUTH OF COUNTY
 KW2910'HIGHWAY 14028, 30 FEET WEST OF A NORTH AND SOUTH FIELD ROAD, 12.2
 KW2910'FEET NORTHWEST OF A 8-INCH TRAIANGULAR BLAZED ASH TREE, 3 FEET
 KW2910'EAST OF THE EAST EDGE OF A CULTIVATED FIELD AND 2.5 FEET
 KW2910'WEST OF A NORTH AND SOUTH FENCE LINE AND STANDARD METAL WITNESS POST
 KW2910'AND MARKER.
 KW2910'
 KW2910'TO REACH THE STATION FROM THE POST OFFICE AND INTERSECTION OF EAST
 KW2910'HOWARD AND NORTH ALLEGENY STREET IN BELLEFONTE, GO EAST ON EAST
 KW2910'HOWARD STREET, WHICH BECOMES COUNTY HIGHWAY 14028, FOR 6.49 MILES TO
 KW2910'MR. WILBER S. ISHLERS FARM HOME ON THE RIGHT, SOUTH, SIDE OF
 KW2910'THE HIGHWAY.  CONTINUE EAST ON COUNTY HIGHWAY 14028 FOR 0.16 MILE TO
 KW2910'A DRIVEWAY AND FARM HOME ON THE LEFT, NORTH, SIDE OF
 KW2910'THE HIGHWAY AND A FIELD ROAD AND ROW OF TREES ON THE RIGHT,
 KW2910'SOUTH, SIDE OF THE HIGHWAY.  TURN RIGHT AND GO SOUTH ON THE FIELD
 KW2910'ROAD ALONG THE EAST SIDE OF THE ROW OF TREES AND FENCE LINE
 KW2910'FOR 0.08 MILE TO THE HIGHEST POINT OF THE RIDGE, A TRIANGULAR BLAZE
 KW2910'ON A 8-INCH ASH TREE, A STANDARD METAL WITNESS POST AND
 KW2910'MARKER AND STATION ON THE RIGHT, WEST, SIDE OF THE FIELD ROAD.
 KW2910'
 KW2910'THE STATION MARK, REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS SET IN
 KW2910'THE TOP OF SQUARE CONCRETE MONUMENTS WHICH
 KW2910'ARE FLUSH WITH THE SURFACE OF THE GROUND.
 KW2910'
 KW2910'THE STATION MARK IS STAMPED ISHLER 1959.
 KW2910'
 KW2910'REFERENCE MARK 1 IS STAMPED ISHLER NO 1 1959.  IT IS 20 FEET
 KW2910'SOUTHEAST OF A STANDARD METAL WITNESS POST AND MARKER,
 KW2910'8.7 FEET SOUTH OF A 8-INCH TRIANGULAR BLAZED ASH TREE, 4 FEET EAST OF
 KW2910'THE EAST EDGE OF A CULTIVATED FIELD AND 1 FOOT EAST OF A
 KW2910'NORTH AND SOUTH FENCE LINE.
 KW2910'
 KW2910'REFERENCE MARK 2 IS STAMPED ISHLER NO 2 1959.  IT IS 27.6 FEET NORTH
 KW2910'OF A 8-INCH TRIANGULAR BLAZED ASH TREE, 15.5 FEET
 KW2910'NORTHWEST OF A STANDARD METAL WITNESS POST AND MARKER, 2.4 FEET WEST
 KW2910'OF A NORTH AND SOUTH FENCE LINE AND 2 FEET EAST OF THE EAST
 KW2910'EDGE OF A CULTIVATED FIELD.
 KW2910'
 KW2910'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  STATION GETTIG
 KW2910'MAY BE USED AS AN AZIMUTH MARK.
 KW2910'
 KW2910'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2248 ***********************************************************************
 MA2248  DESIGNATION -  ISLAND
 MA2248  PID         -  MA2248
 MA2248  STATE/COUNTY-  PA/ELK
 MA2248  USGS QUAD   -  RIDGWAY (1988)
 MA2248
 MA2248                         *CURRENT SURVEY CONTROL
 MA2248  ___________________________________________________________________
 MA2248* NAD 83(1992)-  41 23 09.07722(N)    078 41 41.20544(W)     ADJUSTED  
 MA2248* NAVD 88     -       675.2    (meters)    2215.     (feet)  VERTCON   
 MA2248  ___________________________________________________________________
 MA2248  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 MA2248  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 MA2248
 MA2248  HORZ ORDER  -  THIRD
 MA2248
 MA2248.The horizontal coordinates were established by classical geodetic methods
 MA2248.and adjusted by the National Geodetic Survey in June 2002..
 MA2248
 MA2248.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2248
 MA2248.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2248
 MA2248.The geoid height was determined by GEOID03.
 MA2248
 MA2248;                    North         East     Units Scale Factor Converg.
 MA2248;SPC PA N     -   135,826.428   520,981.156   MT  0.99995699   -0 37 30.0
 MA2248;SPC PA N     -   445,623.87  1,709,252.34   sFT  0.99995699   -0 37 30.0
 MA2248;UTM  17      - 4,584,156.239   692,744.204   MT  1.00005722   +1 31 28.2
 MA2248
 MA2248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2248!SPC PA N     -   0.99989911  x   0.99995699  =   0.99985610
 MA2248!UTM  17      -   0.99989911  x   1.00005722  =   0.99995632
 MA2248
 MA2248|---------------------------------------------------------------------|
 MA2248| PID    Reference Object                     Distance      Geod. Az  |
 MA2248|                                                           dddmmss.s |
 MA2248| CK7552 ISLAND RM 1                          17.875 METERS 00934     |
 MA2248| CK7553 ISLAND RM 2                          45.330 METERS 09155     |
 MA2248| MA2251 RIDGWAY RAD STA WKBI FM MAST        416.753 METERS 1012310.3 |
 MA2248| CK7551 ISLAND AZ MK                                       1260405.0 |
 MA2248| MA2244 ELBON                               APPROX. 9.3 KM 1770831.7 |
 MA2248|---------------------------------------------------------------------|
 MA2248
 MA2248                          SUPERSEDED SURVEY CONTROL
 MA2248
 MA2248  NAD 83(1986)-  41 23 09.07810(N)    078 41 41.20700(W) AD(       ) 3
 MA2248  NAD 27      -  41 23 08.85832(N)    078 41 42.11015(W) AD(       ) 3
 MA2248  NGVD 29 (07/19/86)  675.3    (m)         2216.     (f) VERT ANG       
 MA2248
 MA2248.Superseded values are not recommended for survey control.
 MA2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2248.See file dsdata.txt to determine how the superseded data were derived.
 MA2248
 MA2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF9274484156(NAD 83)
 MA2248_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2248
 MA2248  HISTORY     - Date     Condition        Report By
 MA2248  HISTORY     - 1968     MONUMENTED       CGS
 MA2248  HISTORY     - 20040428 MARK NOT FOUND   USPSQD
 MA2248
 MA2248                          STATION DESCRIPTION
 MA2248
 MA2248'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA2248'THE STATION IS LOCATED ABOUT 7-1/2 MILES WEST-SOUTHWEST OF ST. MARYS,
 MA2248'7 MILES SOUTH OF JOHNSONBURG, 3 MILES SOUTHEAST OF RIDGWAY ON STATE
 MA2248'GAME LAND AND AT THE RIDGWAY TV CO. MAST.
 MA2248'
 MA2248'TO REACH THE STATION FROM THE POST OFFICE IN RIDGWAY GO NORTH ON
 MA2248'SOUTH MILL STREET FOR 0.05 MILE TO MAIN STREET, TURN RIGHT AND GO
 MA2248'EAST ON MAIN STREET FOR 0.1 MILE TO THE JUNCTION OF U.S. 219,
 MA2248'CONTINUE EAST ON MAIN STREET AND U.S. 219 FOR 3.6 MILES TO A SIDE
 MA2248'ROAD ON THE RIGHT, TURN RIGHT AND GO WEST ON A BLADED ROAD FOR 0.2
 MA2248'MILE TO A FORK, TAKE THE RIGHT FORK AND GO NORTH FOR 0.15 MILE TO
 MA2248'A CLEARED AREA, TURN LEFT AND GO WEST ALONG THE SOUTH SIDE OF THE
 MA2248'CLEARED AREA FOR 0.1 MILE TO RIDGWAY TV CO. MAST ON THE LEFT AND
 MA2248'THE STATION.
 MA2248'
 MA2248'THE STATION MARK IS 71 FEET SOUTH OF THE SOUTHEAST CORNER OF A SMALL
 MA2248'WHITE BUILDING, 60 FEET SOUTH OF THE MAST AND 5.8 FEET
 MA2248'EAST-NORTHEAST OF A METAL WITNESS POST.  IT IS A STANDARD DISK SET IN
 MA2248'THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS
 MA2248'STAMPED ISLAND 1968.
 MA2248'
 MA2248'REFERENCE MARK NO. 1 IS CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE
 MA2248'OF THE MAST.  IT IS A STANDARD DISK STAMPED ISLAND NO 1 1968.
 MA2248'
 MA2248'REFERENCE MARK NO. 2 IS 157 FEET SOUTHEAST OF THE MAST, 153.5 FEET
 MA2248'EAST OF THE METAL WITNESS POST AND 8 FEET NORTH OF A LARGE STUMP.
 MA2248'IT IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 MA2248'PROJECTING 8 INCHES AND IS STAMPED ISLAND NO 2 1968.
 MA2248'
 MA2248'THE AZIMUTH MARK IS 13 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER
 MA2248'OF A TRACK ROAD AND 2.1 FEET SOUTHWEST OF A METAL WITNESS POST.  IT
 MA2248'IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 MA2248'PROJECTING 4 INCHES AND IS STAMPED ISLAND 1968.
 MA2248'
 MA2248'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST ALONG THE
 MA2248'CLEARED AREA FOR 0.15 MILE TO THE SOUTHEAST CORNER OF THE CLEARED
 MA2248'AREA AND THE MARK.
 MA2248'
 MA2248'NOTE- ALL MARKS ARE PAINTED YELLOW.
 MA2248'
 MA2248'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 MA2248
 MA2248                          STATION RECOVERY (2004)
 MA2248
 MA2248'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA2248'FIELD FOR LOCATION OF STATION AND RM2 HAS BEEN PLOWED AND CULTIVATED
 MA2248'OR THE YEARS. RM 1 ONLY MARK FOUND. AZIMUTH CONCRETE POST HAS BEEN
 MA2248'REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU4508 ***********************************************************************
 JU4508  DESIGNATION -  ISLAND
 JU4508  PID         -  JU4508
 JU4508  STATE/COUNTY-  PA/PHILADELPHIA
 JU4508  USGS QUAD   -  PHILADELPHIA (1994)
 JU4508
 JU4508                         *CURRENT SURVEY CONTROL
 JU4508  ___________________________________________________________________
 JU4508* NAD 83(1996)-  39 53 01.77016(N)    075 13 51.29296(W)     ADJUSTED  
 JU4508* NAVD 88     -         2.7    (meters)       9.     (feet)  GPS OBS   
 JU4508  ___________________________________________________________________
 JU4508  X           -   1,249,374.118 (meters)                     COMP
 JU4508  Y           -  -4,739,043.272 (meters)                     COMP
 JU4508  Z           -   4,068,076.347 (meters)                     COMP
 JU4508  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 JU4508  ELLIP HEIGHT-         -30.22  (meters)          (08/10/01) GPS OBS
 JU4508  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JU4508
 JU4508  HORZ ORDER  -  FIRST
 JU4508  ELLP ORDER  -  FOURTH    CLASS II
 JU4508
 JU4508.The horizontal coordinates were established by GPS observations
 JU4508.and adjusted by the National Geodetic Survey in May 1999..
 JU4508
 JU4508.The orthometric height was determined by GPS observations and a
 JU4508.high-resolution geoid model.
 JU4508
 JU4508.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4508
 JU4508.The Laplace correction was computed from DEFLEC99 derived deflections.
 JU4508
 JU4508.The ellipsoidal height was determined by GPS observations
 JU4508.and is referenced to NAD 83.
 JU4508
 JU4508.The geoid height was determined by GEOID03.
 JU4508
 JU4508;                    North         East     Units Scale Factor Converg.
 JU4508;SPC PA S     -    64,196.899   815,451.043   MT  1.00000811   +1 38 03.7
 JU4508;SPC PA S     -   210,619.33  2,675,358.96   sFT  1.00000811   +1 38 03.7
 JU4508;SPC NJ       -   116,872.083    87,484.675   MT  0.99994810   -0 28 07.3
 JU4508;SPC NJ       -   383,437.83    287,022.64   sFT  0.99994810   -0 28 07.3
 JU4508;UTM  18      - 4,414,888.577   480,255.817   MT  0.99960480   -0 08 53.1
 JU4508
 JU4508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4508!SPC PA S     -   1.00000474  x   1.00000811  =   1.00001285
 JU4508!SPC NJ       -   1.00000474  x   0.99994810  =   0.99995284
 JU4508!UTM  18      -   1.00000474  x   0.99960480  =   0.99960954
 JU4508
 JU4508                          SUPERSEDED SURVEY CONTROL
 JU4508
 JU4508  NAD 83(1992)-  39 53 01.76954(N)    075 13 51.29307(W) AD(       ) 1
 JU4508  ELLIP H (06/28/94)  -30.28   (m)                       GP(       ) 4 1
 JU4508
 JU4508.Superseded values are not recommended for survey control.
 JU4508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4508.See file dsdata.txt to determine how the superseded data were derived.
 JU4508
 JU4508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK8025614889(NAD 83)
 JU4508_MARKER: DD = SURVEY DISK
 JU4508_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU4508_SP_SET: CONCRETE APRON
 JU4508_STAMPING: ISLAND 1993
 JU4508_MARK LOGO: ADRGS 
 JU4508_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU4508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4508+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JU4508
 JU4508  HISTORY     - Date     Condition        Report By
 JU4508  HISTORY     - 1993     MONUMENTED       ADRGS
 JU4508
 JU4508                          STATION DESCRIPTION
 JU4508
 JU4508'DESCRIBED BY ADR GEODETIC SERVICES 1993
 JU4508'THE STATION IS LOCATED AT THE PHILADELPHIA INTERNATIONAL AIRPORT, AT
 JU4508'THE ENTRANCE TO THE NATIONAL GUARD HANGAR BUILDING ON ISLAND AVENUE.
 JU4508'THIS STATION WAS SET AS AN ECCENTRIC TO BENCHMARK D 278, WHICH IS SET
 JU4508'VERTICALLY. THE STATION IS 45.55 FT (13.88 M) SOUTHWEST OF A CHISELED
 JU4508'X IN THE BASE OF A LIGHT POLE ON THE WEST SIDE OF ISLAND AVENUE AT A
 JU4508'BEND IN THE FENCE AROUND THE HANGAR, 10.7 FT (3.3 M) SOUTH OF A
 JU4508'CHISELED X IN THE BASE OF THE EAST GATE POST, 52.0 FT (15.8 M)
 JU4508'NORTHWEST OF A FIRE HYDRANT, 46.8 FT (14.3 M) NORTHWEST OF A CHISELED
 JU4508'X ON A BOLT ON A CATCH BASIN SLAB, AND 32.15 FT (9.80 M) WEST OF THE
 JU4508'FACE OF THE WEST CURB ON ISLAND AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5917 ***********************************************************************
 KV5917  DESIGNATION -  ITHAN
 KV5917  PID         -  KV5917
 KV5917  STATE/COUNTY-  PA/MONTGOMERY
 KV5917  USGS QUAD   -  NORRISTOWN (1992)
 KV5917
 KV5917                         *CURRENT SURVEY CONTROL
 KV5917  ___________________________________________________________________
 KV5917* NAD 83(1992)-  40 02 28.77603(N)    075 18 49.53875(W)     ADJUSTED  
 KV5917* NAVD 88     -       123.4    (meters)     405.     (feet)  VERTCON   
 KV5917  ___________________________________________________________________
 KV5917  X           -   1,239,696.166 (meters)                     COMP
 KV5917  Y           -  -4,730,068.725 (meters)                     COMP
 KV5917  Z           -   4,081,557.705 (meters)                     COMP
 KV5917  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 KV5917  ELLIP HEIGHT-          90.22  (meters)          (06/21/02) GPS OBS
 KV5917  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KV5917
 KV5917  HORZ ORDER  -  SECOND
 KV5917  ELLP ORDER  -  FOURTH    CLASS I
 KV5917
 KV5917.The horizontal coordinates were established by GPS observations
 KV5917.and adjusted by the National Geodetic Survey in June 2002..
 KV5917
 KV5917.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5917
 KV5917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5917
 KV5917.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5917
 KV5917.The ellipsoidal height was determined by GPS observations
 KV5917.and is referenced to NAD 83.
 KV5917
 KV5917.The geoid height was determined by GEOID03.
 KV5917
 KV5917;                    North         East     Units Scale Factor Converg.
 KV5917;SPC PA S     -    81,479.401   807,884.878   MT  0.99998487   +1 34 50.2
 KV5917;SPC PA S     -   267,320.33  2,650,535.64   sFT  0.99998487   +1 34 50.2
 KV5917;UTM  18      - 4,432,391.241   473,233.605   MT  0.99960882   -0 12 06.7
 KV5917
 KV5917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5917!SPC PA S     -   0.99998585  x   0.99998487  =   0.99997072
 KV5917!UTM  18      -   0.99998585  x   0.99960882  =   0.99959467
 KV5917
 KV5917|---------------------------------------------------------------------|
 KV5917| PID    Reference Object                     Distance      Geod. Az  |
 KV5917|                                                           dddmmss.s |
 KV5917| CS3474 ITHAN RM 1                                         10957     |
 KV5917| CS3475 ITHAN RM 2                           16.127 METERS 20833     |
 KV5917| KV6118 ITHAN AZ MK                         422.685 METERS 2454753.8 |
 KV5917|---------------------------------------------------------------------|
 KV5917
 KV5917                          SUPERSEDED SURVEY CONTROL
 KV5917
 KV5917  NAD 83(1996)-  40 02 28.77513(N)    075 18 49.53679(W) AD(       ) 2
 KV5917  NAD 83(1991)-  40 02 28.77257(N)    075 18 49.53938(W) AD(       ) 2
 KV5917  ELLIP H (01/27/92)   90.48   (m)                       GP(       ) 4 1
 KV5917  NAD 83(1986)-  40 02 28.76724(N)    075 18 49.54440(W) AD(       ) 2
 KV5917  NGVD 29 (07/14/89)  123.7    (m)          406.     (f) GPS OBS        
 KV5917
 KV5917.Superseded values are not recommended for survey control.
 KV5917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5917.See file dsdata.txt to determine how the superseded data were derived.
 KV5917
 KV5917_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7323432391(NAD 83)
 KV5917_MARKER: DH = HORIZONTAL CONTROL DISK
 KV5917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV5917_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KV5917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5917+STABILITY: SURFACE MOTION
 KV5917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5917+SATELLITE: SATELLITE OBSERVATIONS - 1984
 KV5917
 KV5917  HISTORY     - Date     Condition        Report By
 KV5917  HISTORY     - 1984     MONUMENTED       PADT
 KV5917
 KV5917                          STATION DESCRIPTION
 KV5917
 KV5917'DESCRIBED BY PA DEPT OF TRANSP 1984 (RBG)
 KV5917'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI)
 KV5917'NORTH-NORTHEAST OF BRYN MAWR AND
 KV5917'3 KM (1.85 MI) WEST OF GLADWYNNE, IN LOWER MERION TOWNSHIP.
 KV5917'OWNERSHIP--LOWER MARION SCHOOL DISTRICT
 KV5917'
 KV5917'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 23 AND
 KV5917'320 IN LOWER MERION TOWNSHIP, GO SOUTHWEST FOR 2.6 KM (1.6 MI) ON
 KV5917'HIGHWAY 320 TO OLD GULPH ROAD,
 KV5917'TURN LEFT AND GO SOUTHEAST FOR .7 KM (.45 MI) ON OLD GULPH ROAD TO
 KV5917'ITHAN ROAD,
 KV5917'TURN LEFT AND GO NORTHEAST FOR .6 KM (.4 MI) ON ITHAN ROAD TO THE
 KV5917'HARRITON HIGH SCHOOL BASEBALL FIELD AND THE STATION ON THE LEFT.
 KV5917'
 KV5917'THE STATION IS A STANDARD PADT DISK
 KV5917'STAMPED---ITHAN 1984---,
 KV5917'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5917'30 CM IN DIAMETER RECESSED 9 CM BELOW GROUND.  LOCATED
 KV5917'30.63 METERS (100.5 FT) NORTHWEST FROM A POWER POLE NUMBER 60528,
 KV5917'29.26 METERS (96.0 FT) NORTHWEST FROM THE NORTHERN EDGE OF ITHAN
 KV5917'ROAD,
 KV5917'23.83 METERS (78.2 FT) EAST-NORTHEAST FROM THE PITCHERS MOUND OF A
 KV5917'BALLFIELD,
 KV5917'17.07 METERS (56.0 FT) WEST FROM A 14 INCH DIAMETER MAPLE TREE AND
 KV5917'15.54 METERS (51.0 FT) NORTH-NORTHEAST FROM THE NORTHEAST END OF
 KV5917'BASEBALL BACKSTOP STRUCTURE.
 KV5917'THE UNDERGROUND MARK IS A STANDARD PADT DISK
 KV5917'STAMPED---ITHAN 1984---,
 KV5917'SET INTO AN IRREGULAR MASS OF CONCRETE 1.07 METERS BELOW THE SURFACE.
 KV5917'
 KV5917'REFERENCE MARK NO. 1 IS A STANDARD PADT DISK
 KV5917'STAMPED---ITHAN NO.1 1984---,
 KV5917'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5917'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV5917'17.53 METERS (57.5 FT) NORTHWEST FROM THE NORTHERN EDGE OF ITHAN
 KV5917'ROAD,
 KV5917'16.86 METERS (55.3 FT) NORTHWEST FROM A POWER POLE NUMBER 60528 AND
 KV5917'5.48 METERS (18.0 FT) SOUTH-SOUTHWEST FROM A 14 INCH DIAMETER MAPLE
 KV5917'TREE.
 KV5917'MARK IS LEVEL WITH THE STATION.
 KV5917'
 KV5917'REFERENCE MARK NO. 2 IS A STANDARD PADT DISK
 KV5917'STAMPED---ITHAN NO.2 1984---,
 KV5917'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5917'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV5917'20.73 METERS (68.0 FT) NORTHWEST FROM THE NORTHERN EDGE OF ITHAN
 KV5917'ROAD,
 KV5917'1.46 METERS (4.8 FT) EAST FROM THE BASEBALL BACKSTOP STRUCTURE AND
 KV5917'1.22 METERS (4.0 FT) SOUTHEAST FROM THE NORTHEAST END OF BACKSTOP
 KV5917'STRUCTURE.
 KV5917'MARK IS LEVEL WITH THE STATION.
 KV5917'
 KV5917'AZIMUTH MARK NO. 1 IS A STANDARD PADT DISK
 KV5917'STAMPED---ITHAN 1984---,
 KV5917'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5917'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV5917'14.32 METERS (47.0 FT) EAST-NORTHEAST FROM THE SOUTH END OF A CHAIN
 KV5917'LINK FENCE,
 KV5917'10.94 METERS (35.9 FT) NORTHEAST FROM A POWER POLE NUMBER 1241,
 KV5917'10.82 METERS (35.5 FT) NORTH FROM THE NORTH EDGE OF ITHAN ROAD, AND
 KV5917'2.59 METERS (8.5 FT) SOUTH-SOUTHEAST FROM AN 8 INCH DIAMETER OAK
 KV5917'TREE.
 KV5917'TO REACH THE AZIMUTH FROM THE STATION,
 KV5917'GO SOUTHWEST FOR .40 KM (.25 MI) ON ITHAN ROAD TO THE MARK ON THE
 KV5917'RIGHT.
 KV5917'
 KV5917'DESCRIBED BY R. B. GROSSER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6118 ***********************************************************************
 KV6118  DESIGNATION -  ITHAN AZ MK
 KV6118  PID         -  KV6118
 KV6118  STATE/COUNTY-  PA/MONTGOMERY
 KV6118  USGS QUAD   -  NORRISTOWN (1992)
 KV6118
 KV6118                         *CURRENT SURVEY CONTROL
 KV6118  ___________________________________________________________________
 KV6118* NAD 83(1992)-  40 02 23.15762(N)    075 19 05.80137(W)     ADJUSTED  
 KV6118* NAVD 88     -       112.     (meters)     367.     (feet)  VERTCON   
 KV6118  ___________________________________________________________________
 KV6118  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 KV6118  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KV6118
 KV6118  HORZ ORDER  -  THIRD
 KV6118
 KV6118.The horizontal coordinates were established by classical geodetic methods
 KV6118.and adjusted by the National Geodetic Survey in June 2002..
 KV6118.No horizontal observational check was made to the station.
 KV6118
 KV6118.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6118
 KV6118.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6118
 KV6118.The geoid height was determined by GEOID03.
 KV6118
 KV6118;                    North         East     Units Scale Factor Converg.
 KV6118;SPC PA S     -    81,295.555   807,504.276   MT  0.99998506   +1 34 39.7
 KV6118;SPC PA S     -   266,717.17  2,649,286.95   sFT  0.99998506   +1 34 39.7
 KV6118;UTM  18      - 4,432,219.388   472,847.614   MT  0.99960908   -0 12 17.1
 KV6118
 KV6118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6118!SPC PA S     -   0.99998770  x   0.99998506  =   0.99997276
 KV6118!UTM  18      -   0.99998770  x   0.99960908  =   0.99959678
 KV6118
 KV6118                          SUPERSEDED SURVEY CONTROL
 KV6118
 KV6118  NAD 83(1996)-  40 02 23.15672(N)    075 19 05.79942(W) AD(       ) 3
 KV6118  NAD 83(1991)-  40 02 23.15418(N)    075 19 05.80193(W) AD(       ) 3
 KV6118  NAD 83(1986)-  40 02 23.14878(N)    075 19 05.80692(W) AD(       ) 3
 KV6118  NGVD 29 (02/23/90)  112.     (m)          367.     (f) VERT ANG       
 KV6118
 KV6118.Superseded values are not recommended for survey control.
 KV6118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6118.See file dsdata.txt to determine how the superseded data were derived.
 KV6118
 KV6118_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7284832219(NAD 83)
 KV6118_MARKER: DZ = AZIMUTH MARK DISK
 KV6118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6118_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KV6118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6118+STABILITY: SURFACE MOTION
 KV6118
 KV6118  HISTORY     - Date     Condition        Report By
 KV6118  HISTORY     - 1984     MONUMENTED       PADT
 KV6118
 KV6118                          STATION DESCRIPTION
 KV6118
 KV6118'DESCRIBED BY PA DEPT OF TRANSP 1984 (RBG)
 KV6118'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI)
 KV6118'NORTH-NORTHEAST OF BRYN MAWR,
 KV6118'AND 3.0 KM (1.85 MI) WEST OF GLADWYNNE, IN LOWER MERION TOWNSHIP.
 KV6118'OWNERSHIP--LOWER MERION SCHOOL DISTRICT
 KV6118'
 KV6118'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 23 AND
 KV6118'320 IN LOWER MERION TOWNSHIP, GO SOUTHWEST FOR 2.6 KM (1.6 MI) ON
 KV6118'HIGHWAY 320 TO OLD GULPH ROAD,
 KV6118'TURN LEFT AND GO SOUTHEAST FOR 0.7 KM (0.45 MI) ON OLD GULPH ROAD
 KV6118'TO ITHAN ROAD,
 KV6118'TURN LEFT AND GO NORTHEAST FOR 0.20 KM (0.15 MI) ON ITHAN ROAD TO
 KV6118'THE HARRITON HIGH SCHOOL PROPERTY, AND STATION ON THE LEFT.
 KV6118'
 KV6118'THE STATION IS A STANDARD PADT DISK
 KV6118'STAMPED---ITHAN 1984---,
 KV6118'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6118'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6118'14.32 METERS (47.0 FT) EAST-NORTHEAST FROM THE SOUTH END OF A CHAIN
 KV6118'LINK FENCE,
 KV6118'10.94 METERS (35.9 FT) NORTHEAST FROM A POWER POLE NUMBER 1241,
 KV6118'10.82 METERS (35.5 FT) NORTH FROM THE NORTH EDGE OF ITHAN ROAD, AND
 KV6118'2.59 METERS (8.5 FT) SOUTH-SOUTHEAST FROM AN 8 INCH DIAMETER OAK
 KV6118'TREE.
 KV6118'
 KV6118'DESCRIBED BY R. B. GROSSER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1251 ***********************************************************************
 KX1251  DESIGNATION -  IVY
 KX1251  PID         -  KX1251
 KX1251  STATE/COUNTY-  PA/ALLEGHENY
 KX1251  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1251
 KX1251                         *CURRENT SURVEY CONTROL
 KX1251  ___________________________________________________________________
 KX1251* NAD 83(1986)-  40 24 57.     (N)    079 54 50.     (W)     SCALED    
 KX1251* NAVD 88     -       228.244  (meters)     748.83   (feet)  ADJUSTED  
 KX1251  ___________________________________________________________________
 KX1251  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 KX1251  DYNAMIC HT  -         228.126 (meters)     748.44  (feet)  COMP
 KX1251  MODELED GRAV-     980,105.9   (mgal)                       NAVD 88
 KX1251
 KX1251  VERT ORDER  -  FIRST     CLASS I
 KX1251
 KX1251.The horizontal coordinates were scaled from a topographic map and have
 KX1251.an estimated accuracy of +/- 6 seconds.
 KX1251
 KX1251.The orthometric height was determined by differential leveling
 KX1251.and adjusted by the National Geodetic Survey in June 1991..
 KX1251.WARNING-Repeat measurements at this control monument indicate possible
 KX1251.vertical movement.
 KX1251
 KX1251.The geoid height was determined by GEOID03.
 KX1251
 KX1251.The dynamic height is computed by dividing the NAVD 88
 KX1251.geopotential number by the normal gravity value computed on the
 KX1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1251.degrees latitude (g = 980.6199 gals.).
 KX1251
 KX1251.The modeled gravity was interpolated from observed gravity values.
 KX1251
 KX1251;                    North         East    Units  Estimated Accuracy
 KX1251;SPC PA S     -   122,450.      416,370.      MT  (+/- 180 meters Scaled)
 KX1251
 KX1251                          SUPERSEDED SURVEY CONTROL
 KX1251
 KX1251  NGVD 29 (??/??/92)  228.411  (m)          749.38   (f) ADJ UNCH    1 1
 KX1251
 KX1251.Superseded values are not recommended for survey control.
 KX1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1251.See file dsdata.txt to determine how the superseded data were derived.
 KX1251
 KX1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE921744(NAD 83)
 KX1251_MARKER: Z = SEE DESCRIPTION
 KX1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1251_STAMPING: IVY
 KX1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1251+STABILITY: SURFACE MOTION
 KX1251
 KX1251  HISTORY     - Date     Condition        Report By
 KX1251  HISTORY     - UNK      MONUMENTED       DOD
 KX1251  HISTORY     - 1966     GOOD             NGS
 KX1251  HISTORY     - 19920401 MARK NOT FOUND   USGS
 KX1251
 KX1251                          STATION DESCRIPTION
 KX1251
 KX1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX1251'2.1 MI W FROM RANKIN.
 KX1251'ABOUT 2.1 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KX1251'THE STATION AT RANKIN, ABOUT 0.45 MILE NORTHEAST OF THE HOMESTEAD
 KX1251'BRIDGE OVER THE MONONGAHELA RIVER AND THE TRACK, ABOUT 12 1/2
 KX1251'RAILS SOUTHWEST OF SIGNAL BRIDGE NO. E 321-12, A BRASS PLATE
 KX1251'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES, 57 1/2 FEET
 KX1251'EAST AND ACROSS THREE TRACKS FROM MILEPOST NO. 321-17, 39 FEET
 KX1251'NORTHEAST OF THE EXTENDED CENTERLINE OF A STREET THAT LEADS WEST
 KX1251'FROM THE NORTHWEST SIDE OF THE TRACKS, 4 FEET NORTHWEST IF THE
 KX1251'NORTHWEST RAIL OF THE SOUTHEAST ONE OF 4 TRACKS AND IS BETWEEN
 KX1251'THE TWO TRACKS AND 1/2 FOOT BELOW LEVEL OF TRACK.
 KX1251
 KX1251                          STATION RECOVERY (1992)
 KX1251
 KX1251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 KX1251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2196 ***********************************************************************
 KV2196  DESIGNATION -  J
 KV2196  PID         -  KV2196
 KV2196  STATE/COUNTY-  PA/BERKS
 KV2196  USGS QUAD   -  READING (1983)
 KV2196
 KV2196                         *CURRENT SURVEY CONTROL
 KV2196  ___________________________________________________________________
 KV2196* NAD 83(1986)-  40 20 36.     (N)    075 55 32.     (W)     SCALED    
 KV2196* NAVD 88     -        80.243  (meters)     263.26   (feet)  ADJUSTED  
 KV2196  ___________________________________________________________________
 KV2196  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 KV2196  DYNAMIC HT  -          80.202 (meters)     263.13  (feet)  COMP
 KV2196  MODELED GRAV-     980,113.4   (mgal)                       NAVD 88
 KV2196
 KV2196  VERT ORDER  -  FIRST     CLASS II
 KV2196
 KV2196.The horizontal coordinates were scaled from a topographic map and have
 KV2196.an estimated accuracy of +/- 6 seconds.
 KV2196
 KV2196.The orthometric height was determined by differential leveling
 KV2196.and adjusted by the National Geodetic Survey in June 1991..
 KV2196
 KV2196.The geoid height was determined by GEOID03.
 KV2196
 KV2196.The dynamic height is computed by dividing the NAVD 88
 KV2196.geopotential number by the normal gravity value computed on the
 KV2196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2196.degrees latitude (g = 980.6199 gals.).
 KV2196
 KV2196.The modeled gravity was interpolated from observed gravity values.
 KV2196
 KV2196;                    North         East    Units  Estimated Accuracy
 KV2196;SPC PA S     -   113,750.      755,000.      MT  (+/- 180 meters Scaled)
 KV2196
 KV2196                          SUPERSEDED SURVEY CONTROL
 KV2196
 KV2196  NGVD 29 (??/??/??)   80.536  (m)          264.23   (f) ADJUSTED    1 2
 KV2196
 KV2196.Superseded values are not recommended for survey control.
 KV2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2196.See file dsdata.txt to determine how the superseded data were derived.
 KV2196
 KV2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK213662(NAD 83)
 KV2196_MARKER: P = PIPE CAP
 KV2196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2196_SP_SET: RETAINING WALL
 KV2196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2196
 KV2196  HISTORY     - Date     Condition        Report By
 KV2196  HISTORY     - UNK      MONUMENTED       CGS
 KV2196  HISTORY     - 1929     GOOD             CGS
 KV2196  HISTORY     - 20011220 MARK NOT FOUND   USPSQD
 KV2196  HISTORY     - 20041217 MARK NOT FOUND   USPSQD
 KV2196
 KV2196                          STATION DESCRIPTION
 KV2196
 KV2196'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 KV2196'AT READING.
 KV2196'IRON CAP ON PIPE LEADED INTO STONE BLOCK OF RETAINING WALL 20 FT
 KV2196'EAST OF COPING OF THE EASTERN ABUTMENT OF THE NORTH-EASTERNMOST
 KV2196'BRIDGE AT THE RAILROAD DEPOT OF THE PHILADELPHIA AND READING R.R.
 KV2196
 KV2196                          STATION RECOVERY (2001)
 KV2196
 KV2196'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV2196'NOT THERE.  REPLACED WITH (J RESET)
 KV2196
 KV2196                          STATION RECOVERY (2004)
 KV2196
 KV2196'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEQ)
 KV2196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1838 ***********************************************************************
 KV1838  DESIGNATION -  J 1
 KV1838  PID         -  KV1838
 KV1838  STATE/COUNTY-  PA/MONTGOMERY
 KV1838  USGS QUAD   -  NORRISTOWN (1992)
 KV1838
 KV1838                         *CURRENT SURVEY CONTROL
 KV1838  ___________________________________________________________________
 KV1838* NAD 83(1986)-  40 04 27.     (N)    075 17 13.     (W)     SCALED    
 KV1838* NAVD 88     -        15.724  (meters)      51.59   (feet)  ADJUSTED  
 KV1838  ___________________________________________________________________
 KV1838  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 KV1838  DYNAMIC HT  -          15.716 (meters)      51.56  (feet)  COMP
 KV1838  MODELED GRAV-     980,157.4   (mgal)                       NAVD 88
 KV1838
 KV1838  VERT ORDER  -  FIRST     CLASS I
 KV1838
 KV1838.The horizontal coordinates were scaled from a topographic map and have
 KV1838.an estimated accuracy of +/- 6 seconds.
 KV1838
 KV1838.The orthometric height was determined by differential leveling
 KV1838.and adjusted by the National Geodetic Survey in June 1991..
 KV1838.WARNING-Repeat measurements at this control monument indicate possible
 KV1838.vertical movement.
 KV1838
 KV1838.The geoid height was determined by GEOID03.
 KV1838
 KV1838.The dynamic height is computed by dividing the NAVD 88
 KV1838.geopotential number by the normal gravity value computed on the
 KV1838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1838.degrees latitude (g = 980.6199 gals.).
 KV1838
 KV1838.The modeled gravity was interpolated from observed gravity values.
 KV1838
 KV1838;                    North         East    Units  Estimated Accuracy
 KV1838;SPC PA S     -    85,190.      810,070.      MT  (+/- 180 meters Scaled)
 KV1838
 KV1838                          SUPERSEDED SURVEY CONTROL
 KV1838
 KV1838  NGVD 29 (??/??/??)   16.040  (m)           52.62   (f) ADJUSTED    1 1
 KV1838
 KV1838.Superseded values are not recommended for survey control.
 KV1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1838.See file dsdata.txt to determine how the superseded data were derived.
 KV1838
 KV1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK755360(NAD 83)
 KV1838_MARKER: DB = BENCH MARK DISK
 KV1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1838_STAMPING: J 1 1929 52.638
 KV1838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1838+STABILITY: SURFACE MOTION
 KV1838
 KV1838  HISTORY     - Date     Condition        Report By
 KV1838  HISTORY     - 1929     MONUMENTED       CGS
 KV1838  HISTORY     - 1966     GOOD             CGS
 KV1838  HISTORY     - 1976     GOOD             PADT
 KV1838
 KV1838                          STATION DESCRIPTION
 KV1838
 KV1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV1838'AT SPRING MILL.
 KV1838'AT SPRING MILL, ON THE READING COMPANY RAILROAD, AT THE WEST END
 KV1838'OF THE RAILROAD STATION PLATFORM, 19 FEET NORTH OF THE NORTH
 KV1838'RAIL OF THE NORTH SET OF TRACKS, 18 FEET SOUTH OF THE SOUTH RAIL
 KV1838'OF THE PENNSYLVANIA RAILROAD TRACKS, 44 FEET WEST OF CATENARY POLE
 KV1838'NUMBER 12/9, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL
 KV1838'WITH THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST ABOUT
 KV1838'LEVEL WITH THE GROUND.
 KV1838
 KV1838                          STATION RECOVERY (1976)
 KV1838
 KV1838'RECOVERY NOTE BY PA DEPT OF TRANSP 1976
 KV1838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0563 ***********************************************************************
 LY0563  DESIGNATION -  J 10
 LY0563  PID         -  LY0563
 LY0563  STATE/COUNTY-  PA/PIKE
 LY0563  USGS QUAD   -  MILFORD (1995)
 LY0563
 LY0563                         *CURRENT SURVEY CONTROL
 LY0563  ___________________________________________________________________
 LY0563* NAD 83(1986)-  41 20 57.     (N)    074 44 59.     (W)     SCALED    
 LY0563* NAVD 88     -       136.749  (meters)     448.65   (feet)  ADJUSTED  
 LY0563  ___________________________________________________________________
 LY0563  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LY0563  DYNAMIC HT  -         136.693 (meters)     448.47  (feet)  COMP
 LY0563  MODELED GRAV-     980,213.3   (mgal)                       NAVD 88
 LY0563
 LY0563  VERT ORDER  -  FIRST     CLASS II
 LY0563
 LY0563.The horizontal coordinates were scaled from a topographic map and have
 LY0563.an estimated accuracy of +/- 6 seconds.
 LY0563
 LY0563.The orthometric height was determined by differential leveling
 LY0563.and adjusted by the National Geodetic Survey in June 1991..
 LY0563
 LY0563.The geoid height was determined by GEOID03.
 LY0563
 LY0563.The dynamic height is computed by dividing the NAVD 88
 LY0563.geopotential number by the normal gravity value computed on the
 LY0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0563.degrees latitude (g = 980.6199 gals.).
 LY0563
 LY0563.The modeled gravity was interpolated from observed gravity values.
 LY0563
 LY0563;                    North         East    Units  Estimated Accuracy
 LY0563;SPC PA N     -   135,670.      851,030.      MT  (+/- 180 meters Scaled)
 LY0563
 LY0563                          SUPERSEDED SURVEY CONTROL
 LY0563
 LY0563  NGVD 29 (??/??/92)  136.926  (m)          449.23   (f) ADJ UNCH    1 2
 LY0563
 LY0563.Superseded values are not recommended for survey control.
 LY0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0563.See file dsdata.txt to determine how the superseded data were derived.
 LY0563
 LY0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL209775(NAD 83)
 LY0563_MARKER: DB = BENCH MARK DISK
 LY0563_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0563_SP_SET: CULVERT
 LY0563_STAMPING: J 10 1932 449.231
 LY0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0563
 LY0563  HISTORY     - Date     Condition        Report By
 LY0563  HISTORY     - 1932     MONUMENTED       CGS
 LY0563  HISTORY     - 1956     GOOD             NGS
 LY0563  HISTORY     - 1959     GOOD             NGS
 LY0563  HISTORY     - 1978     MARK NOT FOUND   NGS
 LY0563
 LY0563                          STATION DESCRIPTION
 LY0563
 LY0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LY0563'3.3 MI SW FROM MATAMORAS.
 LY0563'1.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 209 FROM THE
 LY0563'PENNSYLVANIA END OF THE DELAWARE RIVER BRIDGE AT MATAMORAS,
 LY0563'THENCE 2.1 MILES SOUTHWEST ALONG THE OLD HIGHWAY, ABOUT 300
 LY0563'FEET NORTHWEST OF THE NEW HIGHWAY, ON TOP AND AT THE WEST END
 LY0563'OF THE NORTH HEAD WALL OF A 12-INCH PIPE CULVERT UNDER THE OLD
 LY0563'HIGHWAY, 86 YARDS EAST OF THE NORTHEAST CORNER OF THE EVERGREEN
 LY0563'LODGE AND HOTEL, 39 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM
 LY0563'TELEPHONE POLE NO. L-10-120, 13 1/2 FEET NORTH OF THE CENTER
 LY0563'LINE OF THE HIGHWAY, 0.6 FOOT EAST OF THE WEST END OF THE HEAD
 LY0563'WALL AND 1-FOOT ABOVE THE HIGHWAY.
 LY0563
 LY0563                          STATION RECOVERY (1959)
 LY0563
 LY0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LY0563'RECOVERED IN GOOD CONDITION.
 LY0563
 LY0563                          STATION RECOVERY (1978)
 LY0563
 LY0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LY0563'SEARCHED FOR BUT NOT FOUND ON MAY 15, 1978.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2087 ***********************************************************************
 LY2087  DESIGNATION -  J 10 RESET 1969
 LY2087  PID         -  LY2087
 LY2087  STATE/COUNTY-  PA/PIKE
 LY2087  USGS QUAD   -  PORT JERVIS SOUTH (1983)
 LY2087
 LY2087                         *CURRENT SURVEY CONTROL
 LY2087  ___________________________________________________________________
 LY2087* NAD 83(1986)-  41 21 15.     (N)    074 43 45.     (W)     SCALED    
 LY2087* NAVD 88     -       131.624  (meters)     431.84   (feet)  ADJUSTED  
 LY2087  ___________________________________________________________________
 LY2087  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LY2087  DYNAMIC HT  -         131.570 (meters)     431.66  (feet)  COMP
 LY2087  MODELED GRAV-     980,213.5   (mgal)                       NAVD 88
 LY2087
 LY2087  VERT ORDER  -  FIRST     CLASS II
 LY2087
 LY2087.The horizontal coordinates were scaled from a topographic map and have
 LY2087.an estimated accuracy of +/- 6 seconds.
 LY2087
 LY2087.The orthometric height was determined by differential leveling
 LY2087.and adjusted by the National Geodetic Survey in June 1991..
 LY2087
 LY2087.The geoid height was determined by GEOID03.
 LY2087
 LY2087.The dynamic height is computed by dividing the NAVD 88
 LY2087.geopotential number by the normal gravity value computed on the
 LY2087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2087.degrees latitude (g = 980.6199 gals.).
 LY2087
 LY2087.The modeled gravity was interpolated from observed gravity values.
 LY2087
 LY2087;                    North         East    Units  Estimated Accuracy
 LY2087;SPC PA N     -   136,280.      852,730.      MT  (+/- 180 meters Scaled)
 LY2087
 LY2087                          SUPERSEDED SURVEY CONTROL
 LY2087
 LY2087.No superseded survey control is available for this station.
 LY2087
 LY2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL226781(NAD 83)
 LY2087_MARKER: DB = BENCH MARK DISK
 LY2087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY2087_SP_SET: CULVERT
 LY2087_STAMPING: J 10 RESET 1969
 LY2087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY2087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY2087+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2005
 LY2087
 LY2087  HISTORY     - Date     Condition        Report By
 LY2087  HISTORY     - 1969     MONUMENTED       CGS
 LY2087  HISTORY     - 1978     GOOD             NGS
 LY2087  HISTORY     - 20050301 GOOD             HERBER
 LY2087
 LY2087                          STATION DESCRIPTION
 LY2087
 LY2087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LY2087'2.15 MI SW FROM MATAMORAS.
 LY2087'2.15 MILES SOUTHWEST ALONG STATE HIGHWAYS 209 AND 6 FROM THE POST
 LY2087'OFFICE AT MATAMORAS, 4.4 MILES NORTHEAST ALONG STATE HIGHWAYS 209
 LY2087'AND 6 FROM THE COURTHOUSE AT MILFORD, SET IN THE NORTHEAST END
 LY2087'IN THE TOP OF A LARGE CULVERT RUNNING UNDER HIGHWAYS 209 AND 84,
 LY2087'268 FEET NORTH OF THE CENTER LINE OF HIGHWAY 209, 46 FEET NORTH
 LY2087'OF THE CENTER LINE OF THE WEST BOUND LANE OF U S HIGHWAY 84,
 LY2087'15 FEET NORTH OF A METAL GUARD.
 LY2087
 LY2087                          STATION RECOVERY (2005)
 LY2087
 LY2087'RECOVERY NOTE BY HERBERT, ROWLAND AND GRUBIC 2005
 LY2087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1988 ***********************************************************************
 JV1988  DESIGNATION -  J 101
 JV1988  PID         -  JV1988
 JV1988  STATE/COUNTY-  PA/ADAMS
 JV1988  USGS QUAD   -  BLUE RIDGE SUMMIT (1985)
 JV1988
 JV1988                         *CURRENT SURVEY CONTROL
 JV1988  ___________________________________________________________________
 JV1988* NAD 83(1986)-  39 44 41.     (N)    077 26 31.     (W)     SCALED    
 JV1988* NAVD 88     -       354.283  (meters)    1162.34   (feet)  ADJUSTED  
 JV1988  ___________________________________________________________________
 JV1988  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JV1988  DYNAMIC HT  -         354.084 (meters)    1161.69  (feet)  COMP
 JV1988  MODELED GRAV-     980,052.4   (mgal)                       NAVD 88
 JV1988
 JV1988  VERT ORDER  -  SECOND    CLASS 0
 JV1988
 JV1988.The horizontal coordinates were scaled from a topographic map and have
 JV1988.an estimated accuracy of +/- 6 seconds.
 JV1988
 JV1988.The orthometric height was determined by differential leveling
 JV1988.and adjusted by the National Geodetic Survey in June 1991..
 JV1988
 JV1988.The geoid height was determined by GEOID03.
 JV1988
 JV1988.The dynamic height is computed by dividing the NAVD 88
 JV1988.geopotential number by the normal gravity value computed on the
 JV1988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1988.degrees latitude (g = 980.6199 gals.).
 JV1988
 JV1988.The modeled gravity was interpolated from observed gravity values.
 JV1988
 JV1988;                    North         East    Units  Estimated Accuracy
 JV1988;SPC PA S     -    45,730.      626,410.      MT  (+/- 180 meters Scaled)
 JV1988
 JV1988                          SUPERSEDED SURVEY CONTROL
 JV1988
 JV1988  NGVD 29 (??/??/??)  354.456  (m)         1162.91   (f) ADJUSTED    2 0
 JV1988
 JV1988.Superseded values are not recommended for survey control.
 JV1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1988.See file dsdata.txt to determine how the superseded data were derived.
 JV1988
 JV1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK907022(NAD 83)
 JV1988_MARKER: DB = BENCH MARK DISK
 JV1988_SETTING: 66 = SET IN ROCK OUTCROP
 JV1988_SP_SET: ROCK OUTCROP
 JV1988_STAMPING: J 101 1935
 JV1988_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV1988+STABILITY: POSITION/ELEVATION WELL
 JV1988
 JV1988  HISTORY     - Date     Condition        Report By
 JV1988  HISTORY     - 1935     MONUMENTED       CGS
 JV1988
 JV1988                          STATION DESCRIPTION
 JV1988
 JV1988'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1988'4.1 MI NE FROM HIGHFIELD.
 JV1988'IN ADAMS COUNTY, PENNSYLVANIA, ABOUT 4.1 MILES NORTHEAST ALONG
 JV1988'THE WESTERN MARYLAND RAILWAY FROM THE STATION AT HIGHFIELD,
 JV1988'WASHINGTON COUNTY, MARYLAND, ABOUT 1,200 FEET WEST OF
 JV1988'MILEPOST 89, IN THE TOP OF A ROCK OUTCROP, ABOUT 200 FEET EAST
 JV1988'OF THE EAST ENTRANCE TO THE JACKS MOUNTAIN TUNNEL, AND 12 FEET
 JV1988'NORTH OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED
 JV1988'J 101 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1598 ***********************************************************************
 JV1598  DESIGNATION -  J 102
 JV1598  PID         -  JV1598
 JV1598  STATE/COUNTY-  PA/YORK
 JV1598  USGS QUAD   -  WEST YORK (1973)
 JV1598
 JV1598                         *CURRENT SURVEY CONTROL
 JV1598  ___________________________________________________________________
 JV1598* NAD 83(1986)-  39 55 28.     (N)    076 47 55.     (W)     SCALED    
 JV1598* NAVD 88     -       131.561  (meters)     431.63   (feet)  ADJUSTED  
 JV1598  ___________________________________________________________________
 JV1598  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JV1598  DYNAMIC HT  -         131.494 (meters)     431.41  (feet)  COMP
 JV1598  MODELED GRAV-     980,115.3   (mgal)                       NAVD 88
 JV1598
 JV1598  VERT ORDER  -  SECOND    CLASS 0
 JV1598
 JV1598.The horizontal coordinates were scaled from a topographic map and have
 JV1598.an estimated accuracy of +/- 6 seconds.
 JV1598
 JV1598.The orthometric height was determined by differential leveling
 JV1598.and adjusted by the National Geodetic Survey in June 1991..
 JV1598
 JV1598.The geoid height was determined by GEOID03.
 JV1598
 JV1598.The dynamic height is computed by dividing the NAVD 88
 JV1598.geopotential number by the normal gravity value computed on the
 JV1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1598.degrees latitude (g = 980.6199 gals.).
 JV1598
 JV1598.The modeled gravity was interpolated from observed gravity values.
 JV1598
 JV1598;                    North         East    Units  Estimated Accuracy
 JV1598;SPC PA S     -    66,070.      681,330.      MT  (+/- 180 meters Scaled)
 JV1598
 JV1598                          SUPERSEDED SURVEY CONTROL
 JV1598
 JV1598  NGVD 29 (??/??/??)  131.804  (m)          432.43   (f) ADJUSTED    2 0
 JV1598
 JV1598.Superseded values are not recommended for survey control.
 JV1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1598.See file dsdata.txt to determine how the superseded data were derived.
 JV1598
 JV1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK462209(NAD 83)
 JV1598_MARKER: DB = BENCH MARK DISK
 JV1598_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1598_SP_SET: BRIDGE
 JV1598_STAMPING: J 102 1935
 JV1598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1598
 JV1598  HISTORY     - Date     Condition        Report By
 JV1598  HISTORY     - 1935     MONUMENTED       CGS
 JV1598  HISTORY     - 1973     GOOD             MME
 JV1598
 JV1598                          STATION DESCRIPTION
 JV1598
 JV1598'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1598'4.9 MI SW FROM YORK.
 JV1598'4.9 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JV1598'STATION AT YORK, YORK COUNTY, AT BRIDGE 18.04, ABOUT 600 FEET
 JV1598'EAST OF THE CENTER LINE OF STATE HIGHWAY 616, AND 9 FEET NORTH
 JV1598'OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED J 102 1935.
 JV1598
 JV1598                          STATION RECOVERY (1973)
 JV1598
 JV1598'RECOVERY NOTE BY MYERS-MACOMBER ENGINEERS 1973
 JV1598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1576 ***********************************************************************
 JU1576  DESIGNATION -  J 105
 JU1576  PID         -  JU1576
 JU1576  STATE/COUNTY-  PA/CHESTER
 JU1576  USGS QUAD   -  PARKESBURG (1992)
 JU1576
 JU1576                         *CURRENT SURVEY CONTROL
 JU1576  ___________________________________________________________________
 JU1576* NAD 83(1986)-  39 53 06.     (N)    075 55 21.     (W)     SCALED    
 JU1576* NAVD 88     -       180.607  (meters)     592.54   (feet)  ADJUSTED  
 JU1576  ___________________________________________________________________
 JU1576  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 JU1576  DYNAMIC HT  -         180.516 (meters)     592.24  (feet)  COMP
 JU1576  MODELED GRAV-     980,113.9   (mgal)                       NAVD 88
 JU1576
 JU1576  VERT ORDER  -  SECOND    CLASS 0
 JU1576
 JU1576.The horizontal coordinates were scaled from a topographic map and have
 JU1576.an estimated accuracy of +/- 6 seconds.
 JU1576
 JU1576.The orthometric height was determined by differential leveling
 JU1576.and adjusted by the National Geodetic Survey in June 1991..
 JU1576
 JU1576.The geoid height was determined by GEOID03.
 JU1576
 JU1576.The dynamic height is computed by dividing the NAVD 88
 JU1576.geopotential number by the normal gravity value computed on the
 JU1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1576.degrees latitude (g = 980.6199 gals.).
 JU1576
 JU1576.The modeled gravity was interpolated from observed gravity values.
 JU1576
 JU1576;                    North         East    Units  Estimated Accuracy
 JU1576;SPC PA S     -    62,870.      756,310.      MT  (+/- 180 meters Scaled)
 JU1576
 JU1576                          SUPERSEDED SURVEY CONTROL
 JU1576
 JU1576  NGVD 29 (??/??/??)  180.892  (m)          593.48   (f) ADJUSTED    2 0
 JU1576
 JU1576.Superseded values are not recommended for survey control.
 JU1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1576.See file dsdata.txt to determine how the superseded data were derived.
 JU1576
 JU1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK211154(NAD 83)
 JU1576_MARKER: DB = BENCH MARK DISK
 JU1576_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1576_SP_SET: CULVERT
 JU1576_STAMPING: J 105 1935
 JU1576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1576
 JU1576  HISTORY     - Date     Condition        Report By
 JU1576  HISTORY     - 1935     MONUMENTED       CGS
 JU1576  HISTORY     - 1966     MARK NOT FOUND   CGS
 JU1576
 JU1576                          STATION DESCRIPTION
 JU1576
 JU1576'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1576'0.5 MI S FROM COCHRANVILLE.
 JU1576'0.5 MILE SOUTH ALONG U.S. HIGHWAY 122 FROM THE CROSSING OF STATE
 JU1576'HIGHWAY 41 AT COCHRANVILLE, CHESTER COUNTY, ABOUT 0.2 MILE NORTH
 JU1576'OF A BRICK HOUSE, IN THE TOP OF THE EAST HEAD WALL OF A CULVERT,
 JU1576'AT A DIVISION FENCE CORNER AND POLE 537.  A STANDARD DISK,
 JU1576'STAMPED J 105 1935.  NOTE-- CULVERT HAS BEEN REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1864 ***********************************************************************
 KV1864  DESIGNATION -  J 106
 KV1864  PID         -  KV1864
 KV1864  STATE/COUNTY-  PA/CHESTER
 KV1864  USGS QUAD   -  VALLEY FORGE (1992)
 KV1864
 KV1864                         *CURRENT SURVEY CONTROL
 KV1864  ___________________________________________________________________
 KV1864* NAD 83(1986)-  40 02 27.     (N)    075 29 57.     (W)     SCALED    
 KV1864* NAVD 88     -       168.234  (meters)     551.95   (feet)  ADJUSTED  
 KV1864  ___________________________________________________________________
 KV1864  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 KV1864  DYNAMIC HT  -         168.152 (meters)     551.68  (feet)  COMP
 KV1864  MODELED GRAV-     980,138.3   (mgal)                       NAVD 88
 KV1864
 KV1864  VERT ORDER  -  SECOND    CLASS 0
 KV1864
 KV1864.The horizontal coordinates were scaled from a topographic map and have
 KV1864.an estimated accuracy of +/- 6 seconds.
 KV1864
 KV1864.The orthometric height was determined by differential leveling
 KV1864.and adjusted by the National Geodetic Survey in June 1991..
 KV1864
 KV1864.The geoid height was determined by GEOID03.
 KV1864
 KV1864.The dynamic height is computed by dividing the NAVD 88
 KV1864.geopotential number by the normal gravity value computed on the
 KV1864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1864.degrees latitude (g = 980.6199 gals.).
 KV1864
 KV1864.The modeled gravity was interpolated from observed gravity values.
 KV1864
 KV1864;                    North         East    Units  Estimated Accuracy
 KV1864;SPC PA S     -    81,010.      792,070.      MT  (+/- 180 meters Scaled)
 KV1864
 KV1864                          SUPERSEDED SURVEY CONTROL
 KV1864
 KV1864  NGVD 29 (??/??/??)  168.532  (m)          552.93   (f) ADJUSTED    2 0
 KV1864
 KV1864.Superseded values are not recommended for survey control.
 KV1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1864.See file dsdata.txt to determine how the superseded data were derived.
 KV1864
 KV1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK574324(NAD 83)
 KV1864_MARKER: DB = BENCH MARK DISK
 KV1864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1864_STAMPING: J 106 1935
 KV1864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1864+STABILITY: SURFACE MOTION
 KV1864
 KV1864  HISTORY     - Date     Condition        Report By
 KV1864  HISTORY     - 1935     MONUMENTED       CGS
 KV1864  HISTORY     - 1949     MARK NOT FOUND   CGS
 KV1864  HISTORY     - 19880318 MARK NOT FOUND   USPSQD
 KV1864
 KV1864                          STATION DESCRIPTION
 KV1864
 KV1864'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KV1864'3.3 MI NE FROM FRAZER.
 KV1864'3.3 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV1864'STATION AT FRAZER, CHESTER COUNTY, 0.2 MILE WEST OF AN OVERHEAD
 KV1864'CROSSING, OPPOSITE THE PUROL SERVICE STATION, IN LINE WITH A ROW
 KV1864'OF POLES BETWEEN THE PAVING AND THE SOUTH TRACK, 30 FEET NORTH
 KV1864'OF THE CENTERLINE OF U.S. HIGHWAY 30, AND 25 FEET SOUTH OF THE
 KV1864'CENTERLINE OF THE SOUTH TRACK.  A STANDARD DISK, STAMPED J 106
 KV1864'1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- ABOUT 1 MILE
 KV1864'EAST OF THE STATION AT MALVERN, 720 FEET WEST OF THE POINT WHERE
 KV1864'THE RAILROAD CROSSES OVER U.S. HWY. 30, 18 FEET SOUTH OF THE SOUTH
 KV1864'RAIL OF THE MAIN-LINE TRACK, AND 15 FEET NORTH OF OLD LANCASTER
 KV1864'AVENUE.  THE PUROL SERVICE STATION IS NO LONGER IN EXISTENCE.
 KV1864'THE BUILDING IS NOW OCCUPIED BY AN AUTO REPAIR SHOP.  U.S. HIGHWAY
 KV1864'30 HAS BEEN RELOCATED CROSSING UNDER THE PENNSYLVANIA RAILROAD
 KV1864'EAST OF THIS LOCATION.  THIS SECTION OF THE HIGHWAY IS NOW
 KV1864'DESIGNATED KING ROAD.
 KV1864
 KV1864                          STATION RECOVERY (1988)
 KV1864
 KV1864'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDC)
 KV1864'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1798 ***********************************************************************
 KV1798  DESIGNATION -  J 107
 KV1798  PID         -  KV1798
 KV1798  STATE/COUNTY-  PA/NORTHAMPTON
 KV1798  USGS QUAD   -  HELLERTOWN (1992)
 KV1798
 KV1798                         *CURRENT SURVEY CONTROL
 KV1798  ___________________________________________________________________
 KV1798* NAD 83(1986)-  40 36 49.     (N)    075 21 28.     (W)     SCALED    
 KV1798* NAVD 88     -        76.821  (meters)     252.04   (feet)  ADJUSTED  
 KV1798  ___________________________________________________________________
 KV1798  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 KV1798  DYNAMIC HT  -          76.784 (meters)     251.92  (feet)  COMP
 KV1798  MODELED GRAV-     980,145.4   (mgal)                       NAVD 88
 KV1798
 KV1798  VERT ORDER  -  SECOND    CLASS 0
 KV1798
 KV1798.The horizontal coordinates were scaled from a topographic map and have
 KV1798.an estimated accuracy of +/- 6 seconds.
 KV1798
 KV1798.The orthometric height was determined by differential leveling
 KV1798.and adjusted by the National Geodetic Survey in June 1991..
 KV1798
 KV1798.The geoid height was determined by GEOID03.
 KV1798
 KV1798.The dynamic height is computed by dividing the NAVD 88
 KV1798.geopotential number by the normal gravity value computed on the
 KV1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1798.degrees latitude (g = 980.6199 gals.).
 KV1798
 KV1798.The modeled gravity was interpolated from observed gravity values.
 KV1798
 KV1798;                    North         East    Units  Estimated Accuracy
 KV1798;SPC PA S     -   144,900.      802,410.      MT  (+/- 180 meters Scaled)
 KV1798
 KV1798                          SUPERSEDED SURVEY CONTROL
 KV1798
 KV1798  NGVD 29 (??/??/??)   77.046  (m)          252.78   (f) ADJUSTED    2 0
 KV1798
 KV1798.Superseded values are not recommended for survey control.
 KV1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1798.See file dsdata.txt to determine how the superseded data were derived.
 KV1798
 KV1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK697959(NAD 83)
 KV1798_MARKER: DB = BENCH MARK DISK
 KV1798_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1798_SP_SET: TOWER FOOTING
 KV1798_STAMPING: J 107 1935
 KV1798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1798
 KV1798  HISTORY     - Date     Condition        Report By
 KV1798  HISTORY     - 1935     MONUMENTED       CGS
 KV1798  HISTORY     - 1936     MARK NOT FOUND   CGS
 KV1798  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV1798  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KV1798
 KV1798                          STATION DESCRIPTION
 KV1798
 KV1798'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1798'1.8 MI S FROM BETHLEHEM.
 KV1798'ABOUT 1.8 MILES SOUTH ALONG THE READING CO. RAILWAY FROM THE
 KV1798'CENTRAL RAILROAD CO. OF NEW JERSEY STATION AT BETHLEHEM,
 KV1798'NORTHAMPTON COUNTY, ABOUT 0.5 MILE EAST OF THE R. CO. RY.
 KV1798'STATION, AT A ROAD CROSSING, ABOUT 28 FEET WEST OF THE CENTER
 KV1798'LINE OF THE ROAD, 6 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 KV1798'AND IN THE TOP OF THE CONCRETE FOOTING OF THE WATCHMAN TOWER.  A
 KV1798'STANDARD DISK, STAMPED J 107 1935.
 KV1798
 KV1798                          STATION RECOVERY (1936)
 KV1798
 KV1798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 KV1798'MARK NOT FOUND.
 KV1798
 KV1798                          STATION RECOVERY (1984)
 KV1798
 KV1798'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV1798'MARK NOT FOUND.
 KV1798
 KV1798                          STATION RECOVERY (2001)
 KV1798
 KV1798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV1798'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1999 ***********************************************************************
 KV1999  DESIGNATION -  J 108
 KV1999  PID         -  KV1999
 KV1999  STATE/COUNTY-  PA/MONTGOMERY
 KV1999  USGS QUAD   -  MILFORD SQUARE (1992)
 KV1999
 KV1999                         *CURRENT SURVEY CONTROL
 KV1999  ___________________________________________________________________
 KV1999* NAD 83(1986)-  40 24 04.     (N)    075 29 39.     (W)     SCALED    
 KV1999* NAVD 88     -       113.238  (meters)     371.51   (feet)  ADJUSTED  
 KV1999  ___________________________________________________________________
 KV1999  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 KV1999  DYNAMIC HT  -         113.181 (meters)     371.33  (feet)  COMP
 KV1999  MODELED GRAV-     980,121.1   (mgal)                       NAVD 88
 KV1999
 KV1999  VERT ORDER  -  SECOND    CLASS 0
 KV1999
 KV1999.The horizontal coordinates were scaled from a topographic map and have
 KV1999.an estimated accuracy of +/- 6 seconds.
 KV1999
 KV1999.The orthometric height was determined by differential leveling
 KV1999.and adjusted by the National Geodetic Survey in June 1991..
 KV1999
 KV1999.The geoid height was determined by GEOID03.
 KV1999
 KV1999.The dynamic height is computed by dividing the NAVD 88
 KV1999.geopotential number by the normal gravity value computed on the
 KV1999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1999.degrees latitude (g = 980.6199 gals.).
 KV1999
 KV1999.The modeled gravity was interpolated from observed gravity values.
 KV1999
 KV1999;                    North         East    Units  Estimated Accuracy
 KV1999;SPC PA S     -   121,010.      791,470.      MT  (+/- 180 meters Scaled)
 KV1999
 KV1999                          SUPERSEDED SURVEY CONTROL
 KV1999
 KV1999  NGVD 29 (??/??/??)  113.502  (m)          372.38   (f) ADJUSTED    2 0
 KV1999
 KV1999.Superseded values are not recommended for survey control.
 KV1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1999.See file dsdata.txt to determine how the superseded data were derived.
 KV1999
 KV1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK580723(NAD 83)
 KV1999_MARKER: DB = BENCH MARK DISK
 KV1999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1999_STAMPING: J 108 1935
 KV1999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1999+STABILITY: SURFACE MOTION
 KV1999
 KV1999  HISTORY     - Date     Condition        Report By
 KV1999  HISTORY     - 1935     MONUMENTED       CGS
 KV1999  HISTORY     - 1944     GOOD             CGS
 KV1999  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 KV1999
 KV1999                          STATION DESCRIPTION
 KV1999
 KV1999'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KV1999'0.2 MI NE FROM PENNSBURG.
 KV1999'0.25 MILE NE ALONG STATE HIGHWAY 663 FROM ITS JCT. WITH HIGHWAY 29
 KV1999'AT PENNSBURG, 200 FT. E OF A GRAVEL ROAD EAST, 19 FT. NW OF CL
 KV1999'OF HIGHWAY, IN THE TOP OF A PRECAST CONCRETE MONUMENT PROJECTING
 KV1999'ABOUT 1 1/4 FT. ABOVE GROUND, A STANDARD U. S. C. AND G. S. AND
 KV1999'COMMONWEALTH OF PENNSYLVANIA DISK STAMPED J 108 1935.
 KV1999
 KV1999                          STATION RECOVERY (1988)
 KV1999
 KV1999'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDC)
 KV1999'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0560 ***********************************************************************
 KY0560  DESIGNATION -  J 109
 KY0560  PID         -  KY0560
 KY0560  STATE/COUNTY-  PA/WASHINGTON
 KY0560  USGS QUAD   -  MIDWAY (1977)
 KY0560
 KY0560                         *CURRENT SURVEY CONTROL
 KY0560  ___________________________________________________________________
 KY0560* NAD 83(1986)-  40 18 22.     (N)    080 20 14.     (W)     SCALED    
 KY0560* NAVD 88     -       350.122  (meters)    1148.69   (feet)  ADJUSTED  
 KY0560  ___________________________________________________________________
 KY0560  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KY0560  DYNAMIC HT  -         349.927 (meters)    1148.05  (feet)  COMP
 KY0560  MODELED GRAV-     980,057.8   (mgal)                       NAVD 88
 KY0560
 KY0560  VERT ORDER  -  SECOND    CLASS 0
 KY0560
 KY0560.The horizontal coordinates were scaled from a topographic map and have
 KY0560.an estimated accuracy of +/- 6 seconds.
 KY0560
 KY0560.The orthometric height was determined by differential leveling
 KY0560.and adjusted by the National Geodetic Survey in June 1991..
 KY0560
 KY0560.The geoid height was determined by GEOID03.
 KY0560
 KY0560.The dynamic height is computed by dividing the NAVD 88
 KY0560.geopotential number by the normal gravity value computed on the
 KY0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0560.degrees latitude (g = 980.6199 gals.).
 KY0560
 KY0560.The modeled gravity was interpolated from observed gravity values.
 KY0560
 KY0560;                    North         East    Units  Estimated Accuracy
 KY0560;SPC PA S     -   111,230.      380,100.      MT  (+/- 180 meters Scaled)
 KY0560
 KY0560                          SUPERSEDED SURVEY CONTROL
 KY0560
 KY0560  NGVD 29 (??/??/92)  350.259  (m)         1149.14   (f) ADJ UNCH    2 0
 KY0560
 KY0560.Superseded values are not recommended for survey control.
 KY0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0560.See file dsdata.txt to determine how the superseded data were derived.
 KY0560
 KY0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE563619(NAD 83)
 KY0560_MARKER: DB = BENCH MARK DISK
 KY0560_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0560_SP_SET: CULVERT
 KY0560_STAMPING: J 109 1957
 KY0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0560
 KY0560  HISTORY     - Date     Condition        Report By
 KY0560  HISTORY     - 1957     MONUMENTED       CGS
 KY0560
 KY0560                          STATION DESCRIPTION
 KY0560
 KY0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0560'7 MI S FROM BURGETTSTOWN.
 KY0560'ABOUT 6.95 MILES SOUTH AND SOUTHEAST ALONG STATE HIGHWAY 18
 KY0560'FROM THE POST OFFICE AT BURGETTSTOWN, ABOUT 1.0 MILE NORTHWEST
 KY0560'OF JUNCTION OF STATE HIGHWAY 28, 25 FEET NORTHEAST OF CENTER
 KY0560'LINE OF HIGHWAY, 55 FEET NORTHWEST OF CENTER LINE OF A DRIVE
 KY0560'LEADING EAST AND UPHILL TO MEADOWBROOK GOLF COURSE, IN THE TOP OF
 KY0560'THE SOUTHEAST END OF NORTHEAST HEAD WALL OF A 6-FOOT CONCRETE
 KY0560'CULVERT, AND ABOUT 3 FEET BELOW LEVEL OF HIGHWAY.  NOTE-- MARK
 KY0560'IS REACHED FROM THE POST OFFICE AND BANK BUILDING AT HICKORY
 KY0560'BY GOING 0.9 MILE WEST ALONG STATE HIGHWAY 28, THENCE ABOUT 1.0
 KY0560'MILE NORTHWEST ALONG STATE HIGHWAY 18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1428 ***********************************************************************
 KV1428  DESIGNATION -  J 11
 KV1428  PID         -  KV1428
 KV1428  STATE/COUNTY-  PA/NORTHAMPTON
 KV1428  USGS QUAD   -  PORTLAND (1997)
 KV1428
 KV1428                         *CURRENT SURVEY CONTROL
 KV1428  ___________________________________________________________________
 KV1428* NAD 83(1986)-  40 55 06.     (N)    075 05 33.     (W)     SCALED    
 KV1428* NAVD 88     -        95.968  (meters)     314.86   (feet)  ADJUSTED  
 KV1428  ___________________________________________________________________
 KV1428  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 KV1428  DYNAMIC HT  -          95.925 (meters)     314.71  (feet)  COMP
 KV1428  MODELED GRAV-     980,175.0   (mgal)                       NAVD 88
 KV1428
 KV1428  VERT ORDER  -  FIRST     CLASS II
 KV1428
 KV1428.The horizontal coordinates were scaled from a topographic map and have
 KV1428.an estimated accuracy of +/- 6 seconds.
 KV1428
 KV1428.The orthometric height was determined by differential leveling
 KV1428.and adjusted by the National Geodetic Survey in June 1991..
 KV1428
 KV1428.The geoid height was determined by GEOID03.
 KV1428
 KV1428.The dynamic height is computed by dividing the NAVD 88
 KV1428.geopotential number by the normal gravity value computed on the
 KV1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1428.degrees latitude (g = 980.6199 gals.).
 KV1428
 KV1428.The modeled gravity was interpolated from observed gravity values.
 KV1428
 KV1428;                    North         East    Units  Estimated Accuracy
 KV1428;SPC PA S     -   179,360.      823,830.      MT  (+/- 180 meters Scaled)
 KV1428
 KV1428                          SUPERSEDED SURVEY CONTROL
 KV1428
 KV1428  NGVD 29 (??/??/??)   96.158  (m)          315.48   (f) ADJUSTED    1 2
 KV1428
 KV1428.Superseded values are not recommended for survey control.
 KV1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1428.See file dsdata.txt to determine how the superseded data were derived.
 KV1428
 KV1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL922296(NAD 83)
 KV1428_MARKER: DB = BENCH MARK DISK
 KV1428_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1428_SP_SET: CULVERT
 KV1428_STAMPING: J 11 1932 315.478
 KV1428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1428
 KV1428  HISTORY     - Date     Condition        Report By
 KV1428  HISTORY     - 1932     MONUMENTED       CGS
 KV1428  HISTORY     - 1956     GOOD             CGS
 KV1428  HISTORY     - 19940925 GOOD             USPSQD
 KV1428  HISTORY     - 20041210 GOOD             PADT
 KV1428
 KV1428                          STATION DESCRIPTION
 KV1428
 KV1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1428'0.3 MI S FROM PORTLAND.
 KV1428'0.3 MILE SOUTH ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 KV1428'RAILROAD FROM THE STATION AT PORTLAND, AT A PAVED ROAD CROSSING,
 KV1428'0.1 MILE SOUTH OF THE LARGE DELAWARE RIVER COMMISSION TOLL
 KV1428'BRIDGE OVER THE DELAWARE RIVER, ON TOP AND AT THE SOUTH END
 KV1428'OF THE EAST CONCRETE HEADWALL OF A 10-BY-6 FOOT BOX CULVERT
 KV1428'UNDER THE TRACK, 86.3 FEET SOUTH OF THE CENTER LINE OF THE PAVED
 KV1428'ROAD, 5.6 FEET EAST OF THE EAST RAIL, 1.5 FEET NORTH OF THE
 KV1428'SOUTH END OF THE HEADWALL AND 1-FOOT BELOW THE LEVEL OF THE
 KV1428'TRACK.
 KV1428
 KV1428                          STATION RECOVERY (1994)
 KV1428
 KV1428'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1428'RECOVERED IN GOOD CONDITION.
 KV1428
 KV1428                          STATION RECOVERY (2004)
 KV1428
 KV1428'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (SQ)
 KV1428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0482 ***********************************************************************
 KY0482  DESIGNATION -  J 110
 KY0482  PID         -  KY0482
 KY0482  STATE/COUNTY-  PA/WASHINGTON
 KY0482  USGS QUAD   -  CANONSBURG (1979)
 KY0482
 KY0482                         *CURRENT SURVEY CONTROL
 KY0482  ___________________________________________________________________
 KY0482* NAD 83(1986)-  40 18 24.     (N)    080 10 59.     (W)     SCALED    
 KY0482* NAVD 88     -       343.988  (meters)    1128.57   (feet)  ADJUSTED  
 KY0482  ___________________________________________________________________
 KY0482  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KY0482  DYNAMIC HT  -         343.801 (meters)    1127.95  (feet)  COMP
 KY0482  MODELED GRAV-     980,074.3   (mgal)                       NAVD 88
 KY0482
 KY0482  VERT ORDER  -  SECOND    CLASS 0
 KY0482
 KY0482.The horizontal coordinates were scaled from a topographic map and have
 KY0482.an estimated accuracy of +/- 6 seconds.
 KY0482
 KY0482.The orthometric height was determined by differential leveling
 KY0482.and adjusted by the National Geodetic Survey in June 1991..
 KY0482
 KY0482.The geoid height was determined by GEOID03.
 KY0482
 KY0482.The dynamic height is computed by dividing the NAVD 88
 KY0482.geopotential number by the normal gravity value computed on the
 KY0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0482.degrees latitude (g = 980.6199 gals.).
 KY0482
 KY0482.The modeled gravity was interpolated from observed gravity values.
 KY0482
 KY0482;                    North         East    Units  Estimated Accuracy
 KY0482;SPC PA S     -   110,920.      393,200.      MT  (+/- 180 meters Scaled)
 KY0482
 KY0482                          SUPERSEDED SURVEY CONTROL
 KY0482
 KY0482  NGVD 29 (??/??/92)  344.125  (m)         1129.02   (f) ADJ UNCH    2 0
 KY0482
 KY0482.Superseded values are not recommended for survey control.
 KY0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0482.See file dsdata.txt to determine how the superseded data were derived.
 KY0482
 KY0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE694621(NAD 83)
 KY0482_MARKER: DB = BENCH MARK DISK
 KY0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0482_STAMPING: J 110 1957
 KY0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0482+STABILITY: SURFACE MOTION
 KY0482
 KY0482  HISTORY     - Date     Condition        Report By
 KY0482  HISTORY     - 1957     MONUMENTED       CGS
 KY0482  HISTORY     - 1960     GOOD             NGS
 KY0482
 KY0482                          STATION DESCRIPTION
 KY0482
 KY0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0482'2 MI W FROM HENDERSONVILLE.
 KY0482'ABOUT 1.2 MILES NORTHWEST ALONG A BLACK TOP ROAD FOLLOWING
 KY0482'MC PHERSON CREEK FROM THE POST OFFICE AT HENDERSONVILLE, THENCE
 KY0482'ABOUT 0.85 MILE WEST AND SOUTHWEST ALONG A GRAVEL ROAD, ABOUT
 KY0482'1.0 MILE NORTH AND EAST OF THE JUNCTION OF A ROAD SOUTHEAST
 KY0482'AND A SHARP CURVE IN THE ROAD, ABOUT 0.2 MILE SOUTHWEST OF A
 KY0482'CROSSROAD, 13 FEET SOUTH OF CENTER LINE OF ROAD AND ON THE
 KY0482'OUTSIDE OF A CURVE, 84 FEET EAST OF TELEPHONE POLE NO. 614-4,
 KY0482'7 FEET NORTHWEST OF A FENCE CORNER, 2 FEET NORTH OF A FENCE
 KY0482'LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1/2
 KY0482'FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 KY0482'PROJECTING 2 INCHES.
 KY0482
 KY0482                          STATION RECOVERY (1960)
 KY0482
 KY0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KY0482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0467 ***********************************************************************
 KY0467  DESIGNATION -  J 111
 KY0467  PID         -  KY0467
 KY0467  STATE/COUNTY-  PA/WASHINGTON
 KY0467  USGS QUAD   -  MIDWAY (1977)
 KY0467
 KY0467                         *CURRENT SURVEY CONTROL
 KY0467  ___________________________________________________________________
 KY0467* NAD 83(1986)-  40 17 41.     (N)    080 19 54.     (W)     SCALED    
 KY0467* NAVD 88     -       402.226  (meters)    1319.64   (feet)  ADJUSTED  
 KY0467  ___________________________________________________________________
 KY0467  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KY0467  DYNAMIC HT  -         402.002 (meters)    1318.90  (feet)  COMP
 KY0467  MODELED GRAV-     980,056.7   (mgal)                       NAVD 88
 KY0467
 KY0467  VERT ORDER  -  SECOND    CLASS 0
 KY0467
 KY0467.The horizontal coordinates were scaled from a topographic map and have
 KY0467.an estimated accuracy of +/- 6 seconds.
 KY0467
 KY0467.The orthometric height was determined by differential leveling
 KY0467.and adjusted by the National Geodetic Survey in June 1991..
 KY0467
 KY0467.The geoid height was determined by GEOID03.
 KY0467
 KY0467.The dynamic height is computed by dividing the NAVD 88
 KY0467.geopotential number by the normal gravity value computed on the
 KY0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0467.degrees latitude (g = 980.6199 gals.).
 KY0467
 KY0467.The modeled gravity was interpolated from observed gravity values.
 KY0467
 KY0467;                    North         East    Units  Estimated Accuracy
 KY0467;SPC PA S     -   109,960.      380,530.      MT  (+/- 180 meters Scaled)
 KY0467
 KY0467                          SUPERSEDED SURVEY CONTROL
 KY0467
 KY0467  NGVD 29 (??/??/92)  402.362  (m)         1320.08   (f) ADJ UNCH    2 0
 KY0467
 KY0467.Superseded values are not recommended for survey control.
 KY0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0467.See file dsdata.txt to determine how the superseded data were derived.
 KY0467
 KY0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE568606(NAD 83)
 KY0467_MARKER: DB = BENCH MARK DISK
 KY0467_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0467_SP_SET: CATCH BASIN
 KY0467_STAMPING: J 111 1957
 KY0467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0467
 KY0467  HISTORY     - Date     Condition        Report By
 KY0467  HISTORY     - 1957     MONUMENTED       CGS
 KY0467
 KY0467                          STATION DESCRIPTION
 KY0467
 KY0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0467'1.4 MI W FROM HICKORY.
 KY0467'ABOUT 1.35 MILES WEST ALONG STATE HIGHWAY 28 FROM THE POST
 KY0467'OFFICE AND BANK BUILDING AT HICKORY, ABOUT 0.2 MILE NORTHEAST
 KY0467'OF JUNCTION OF STATE HIGHWAY 18 SOUTH, ABOUT 0.4 MILE WEST
 KY0467'OF JUNCTION OF HIGHWAY 18 LEADING NORTHWEST, ABOUT 60 YARDS
 KY0467'EAST OF EAST CORNER OF MT. PROSPECT CHURCH, 19.3 FEET NORTHWEST
 KY0467'OF CENTER LINE OF HIGHWAY, BETWEEN THE DRIVES TO PARKING AREA
 KY0467'FOR CHURCH, IN THE TOP AND NEAR CENTER OF BACK WALL OF A
 KY0467'4 1/2 BY 3-FOOT CONCRETE CATCH BASIN FOR A 12-INCH PIPE CULVERT
 KY0467'UNDER HIGHWAY AND ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0454 ***********************************************************************
 KY0454  DESIGNATION -  J 112
 KY0454  PID         -  KY0454
 KY0454  STATE/COUNTY-  PA/WASHINGTON
 KY0454  USGS QUAD   -  AVELLA (1979)
 KY0454
 KY0454                         *CURRENT SURVEY CONTROL
 KY0454  ___________________________________________________________________
 KY0454* NAD 83(1986)-  40 16 14.     (N)    080 27 05.     (W)     SCALED    
 KY0454* NAVD 88     -       281.525  (meters)     923.64   (feet)  ADJUSTED  
 KY0454  ___________________________________________________________________
 KY0454  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 KY0454  DYNAMIC HT  -         281.368 (meters)     923.12  (feet)  COMP
 KY0454  MODELED GRAV-     980,062.3   (mgal)                       NAVD 88
 KY0454
 KY0454  VERT ORDER  -  SECOND    CLASS 0
 KY0454
 KY0454.The horizontal coordinates were scaled from a topographic map and have
 KY0454.an estimated accuracy of +/- 6 seconds.
 KY0454
 KY0454.The orthometric height was determined by differential leveling
 KY0454.and adjusted by the National Geodetic Survey in June 1991..
 KY0454
 KY0454.The geoid height was determined by GEOID03.
 KY0454
 KY0454.The dynamic height is computed by dividing the NAVD 88
 KY0454.geopotential number by the normal gravity value computed on the
 KY0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0454.degrees latitude (g = 980.6199 gals.).
 KY0454
 KY0454.The modeled gravity was interpolated from observed gravity values.
 KY0454
 KY0454;                    North         East    Units  Estimated Accuracy
 KY0454;SPC PA S     -   107,580.      370,280.      MT  (+/- 180 meters Scaled)
 KY0454
 KY0454                          SUPERSEDED SURVEY CONTROL
 KY0454
 KY0454  NGVD 29 (??/??/92)  281.683  (m)          924.15   (f) ADJ UNCH    2 0
 KY0454
 KY0454.Superseded values are not recommended for survey control.
 KY0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0454.See file dsdata.txt to determine how the superseded data were derived.
 KY0454
 KY0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE466579(NAD 83)
 KY0454_MARKER: DD = SURVEY DISK
 KY0454_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0454_SP_SET: BRIDGE
 KY0454_STAMPING: J 112 1957
 KY0454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0454
 KY0454  HISTORY     - Date     Condition        Report By
 KY0454  HISTORY     - 1957     MONUMENTED       PADT
 KY0454  HISTORY     - 1957     GOOD             NGS
 KY0454
 KY0454                          STATION DESCRIPTION
 KY0454
 KY0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0454'0.6 MI E FROM AVELLA.
 KY0454'ABOUT 0.55 MILE EAST ALONG STATE HIGHWAY 28 FROM THE LINCOLN
 KY0454'NATIONAL BANK BUILDING AT AVELLA, IN THE TOP OF THE NORTHWEST
 KY0454'END OF SOUTHEAST WING WALL OF AN 80 FOOT CONCRETE BRIDGE OVER
 KY0454'CROSS CREEK, 16 FEET SOUTH OF CENTER LINE OF HIGHWAY, 1/3 FOOT
 KY0454'SOUTH OF SOUTH CONCRETE BANISTER AND ABOUT LEVEL WITH BRIDGE
 KY0454'FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0530 ***********************************************************************
 KY0530  DESIGNATION -  J 113
 KY0530  PID         -  KY0530
 KY0530  STATE/COUNTY-  PA/WASHINGTON
 KY0530  USGS QUAD   -  WEST MIDDLETOWN (1977)
 KY0530
 KY0530                         *CURRENT SURVEY CONTROL
 KY0530  ___________________________________________________________________
 KY0530* NAD 83(1986)-  40 11 30.     (N)    080 26 56.     (W)     SCALED    
 KY0530* NAVD 88     -       273.474  (meters)     897.22   (feet)  ADJUSTED  
 KY0530  ___________________________________________________________________
 KY0530  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KY0530  DYNAMIC HT  -         273.319 (meters)     896.71  (feet)  COMP
 KY0530  MODELED GRAV-     980,052.3   (mgal)                       NAVD 88
 KY0530
 KY0530  VERT ORDER  -  SECOND    CLASS 0
 KY0530
 KY0530.The horizontal coordinates were scaled from a topographic map and have
 KY0530.an estimated accuracy of +/- 6 seconds.
 KY0530
 KY0530.The orthometric height was determined by differential leveling
 KY0530.and adjusted by the National Geodetic Survey in June 1991..
 KY0530
 KY0530.The geoid height was determined by GEOID03.
 KY0530
 KY0530.The dynamic height is computed by dividing the NAVD 88
 KY0530.geopotential number by the normal gravity value computed on the
 KY0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0530.degrees latitude (g = 980.6199 gals.).
 KY0530
 KY0530.The modeled gravity was interpolated from observed gravity values.
 KY0530
 KY0530;                    North         East    Units  Estimated Accuracy
 KY0530;SPC PA S     -    98,820.      370,220.      MT  (+/- 180 meters Scaled)
 KY0530
 KY0530                          SUPERSEDED SURVEY CONTROL
 KY0530
 KY0530  NGVD 29 (??/??/92)  273.625  (m)          897.72   (f) ADJ UNCH    2 0
 KY0530
 KY0530.Superseded values are not recommended for survey control.
 KY0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0530.See file dsdata.txt to determine how the superseded data were derived.
 KY0530
 KY0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE469491(NAD 83)
 KY0530_MARKER: DB = BENCH MARK DISK
 KY0530_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0530_SP_SET: BRIDGE
 KY0530_STAMPING: J 113 1957
 KY0530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0530
 KY0530  HISTORY     - Date     Condition        Report By
 KY0530  HISTORY     - 1957     MONUMENTED       CGS
 KY0530
 KY0530                          STATION DESCRIPTION
 KY0530
 KY0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0530'0.3 MI S FROM ACHESON.
 KY0530'ABOUT 0.3 MILE SOUTH ALONG STATE HIGHWAY 231 FROM THE JUNCTION
 KY0530'OF STATE HIGHWAY 331 AT ACHSON, 0.2 MILE SOUTH OF JUNCTION OF
 KY0530'STATE HIGHWAY 221 LEADING EAST AND UPHILL, NEAR THE CONFLUENCE
 KY0530'OF BUFFALO CREEK AND BUCK RUN, IN THE TOP OF THE SOUTHEAST END
 KY0530'OF NORTHWEST WING WALL OF AN 85-FOOT CONCRETE BRIDGE OVER
 KY0530'BUFFALO CREEK, 14 FEET WEST OF CENTER LINE OF HIGHWAY, 1/2 FOOT
 KY0530'WEST OF CONCRETE BANISTER AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0574 ***********************************************************************
 KY0574  DESIGNATION -  J 114
 KY0574  PID         -  KY0574
 KY0574  STATE/COUNTY-  PA/WASHINGTON
 KY0574  USGS QUAD   -  CLAYSVILLE (1977)
 KY0574
 KY0574                         *CURRENT SURVEY CONTROL
 KY0574  ___________________________________________________________________
 KY0574* NAD 83(1986)-  40 06 12.     (N)    080 25 21.     (W)     SCALED    
 KY0574* NAVD 88     -       338.427  (meters)    1110.32   (feet)  ADJUSTED  
 KY0574  ___________________________________________________________________
 KY0574  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 KY0574  DYNAMIC HT  -         338.234 (meters)    1109.69  (feet)  COMP
 KY0574  MODELED GRAV-     980,046.3   (mgal)                       NAVD 88
 KY0574
 KY0574  VERT ORDER  -  SECOND    CLASS 0
 KY0574
 KY0574.The horizontal coordinates were scaled from a topographic map and have
 KY0574.an estimated accuracy of +/- 6 seconds.
 KY0574
 KY0574.The orthometric height was determined by differential leveling
 KY0574.and adjusted by the National Geodetic Survey in June 1991..
 KY0574
 KY0574.The geoid height was determined by GEOID03.
 KY0574
 KY0574.The dynamic height is computed by dividing the NAVD 88
 KY0574.geopotential number by the normal gravity value computed on the
 KY0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0574.degrees latitude (g = 980.6199 gals.).
 KY0574
 KY0574.The modeled gravity was interpolated from observed gravity values.
 KY0574
 KY0574;                    North         East    Units  Estimated Accuracy
 KY0574;SPC PA S     -    88,940.      372,170.      MT  (+/- 180 meters Scaled)
 KY0574
 KY0574                          SUPERSEDED SURVEY CONTROL
 KY0574
 KY0574  NGVD 29 (??/??/92)  338.567  (m)         1110.78   (f) ADJ UNCH    2 0
 KY0574
 KY0574.Superseded values are not recommended for survey control.
 KY0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0574.See file dsdata.txt to determine how the superseded data were derived.
 KY0574
 KY0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE492393(NAD 83)
 KY0574_MARKER: DB = BENCH MARK DISK
 KY0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0574_STAMPING: J 114 1957
 KY0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0574+STABILITY: SURFACE MOTION
 KY0574
 KY0574  HISTORY     - Date     Condition        Report By
 KY0574  HISTORY     - 1957     MONUMENTED       CGS
 KY0574
 KY0574                          STATION DESCRIPTION
 KY0574
 KY0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0574'1.1 MI SW FROM CLAYSVILLE.
 KY0574'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 231 FROM THE
 KY0574'CROSSING OF THE BALTIMORE AND OHIO RAILROAD AT CLAYSVILLE, THENCE
 KY0574'ABOUT 1.0 MILE SOUTHWEST ALONG A BLACK TOP ROAD, ABOUT 0.2
 KY0574'MILE SOUTHWEST OF A LARGE CORRUGATED PIPE CULVERT FOR A CREEK
 KY0574'BRANCH, AT THE BOTTOM OF GRADES, 29 FEET NORTHWEST OF CENTER
 KY0574'LINE OF ROAD, 12 FEET SOUTHWEST OF CENTER LINE OF A DRIVE
 KY0574'LEADING NORTHWEST ACROSS CREEK BRANCH TO A FARM HOUSE AND
 KY0574'BARN, 60 FEET WEST AND DIAGONALLY ACROSS ROAD FROM STATION
 KY0574'STAKE NO. 4-90, 6 FEET NORTHWEST OF A 3-INCH WALNUT TREE, 1
 KY0574'FOOT EAST OF A FENCE LINE, 13 FEET NORTH OF A FENCE CORNER,
 KY0574'2 FEET NORTH OF A CONCRETE WITNESS POST, ABOUT 2 FEET BELOW
 KY0574'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KY0574'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0443 ***********************************************************************
 KY0443  DESIGNATION -  J 115
 KY0443  PID         -  KY0443
 KY0443  STATE/COUNTY-  PA/WASHINGTON
 KY0443  USGS QUAD   -  WASHINGTON WEST (1969)
 KY0443
 KY0443                         *CURRENT SURVEY CONTROL
 KY0443  ___________________________________________________________________
 KY0443* NAD 83(1992)-  40 10 12.74067(N)    080 15 28.48574(W)     ADJUSTED  
 KY0443* NAVD 88     -       334.069  (meters)    1096.02   (feet)  ADJUSTED  
 KY0443  ___________________________________________________________________
 KY0443  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 KY0443  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 KY0443  DYNAMIC HT  -         333.881 (meters)    1095.41  (feet)  COMP
 KY0443  MODELED GRAV-     980,054.4   (mgal)                       NAVD 88
 KY0443
 KY0443  HORZ ORDER  -  SECOND
 KY0443  VERT ORDER  -  SECOND    CLASS 0
 KY0443
 KY0443.The horizontal coordinates were established by classical geodetic methods
 KY0443.and adjusted by the National Geodetic Survey in June 2002..
 KY0443
 KY0443.The orthometric height was determined by differential leveling
 KY0443.and adjusted by the National Geodetic Survey in June 1991..
 KY0443
 KY0443.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY0443
 KY0443.The geoid height was determined by GEOID03.
 KY0443
 KY0443.The dynamic height is computed by dividing the NAVD 88
 KY0443.geopotential number by the normal gravity value computed on the
 KY0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0443.degrees latitude (g = 980.6199 gals.).
 KY0443
 KY0443.The modeled gravity was interpolated from observed gravity values.
 KY0443
 KY0443;                    North         East     Units Scale Factor Converg.
 KY0443;SPC PA S     -    95,954.814   386,407.156   MT  0.99997142   -1 37 37.6
 KY0443;SPC PA S     -   314,811.75  1,267,737.48   sFT  0.99997142   -1 37 37.6
 KY0443;UTM  17      - 4,446,912.633   563,187.094   MT  0.99964915   +0 28 43.3
 KY0443
 KY0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY0443!SPC PA S     -   0.99995288  x   0.99997142  =   0.99992430
 KY0443!UTM  17      -   0.99995288  x   0.99964915  =   0.99960205
 KY0443
 KY0443                          SUPERSEDED SURVEY CONTROL
 KY0443
 KY0443  NAD 83(1995)-  40 10 12.74057(N)    080 15 28.48532(W) AD(       ) 2
 KY0443  NAD 83(1986)-  40 10 12.74498(N)    080 15 28.49453(W) AD(       ) 2
 KY0443  NAD 27      -  40 10 12.48620(N)    080 15 29.28040(W) AD(       ) 2
 KY0443  NGVD 29 (??/??/92)  334.201  (m)         1096.46   (f) ADJ UNCH    2 0
 KY0443
 KY0443.Superseded values are not recommended for survey control.
 KY0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0443.See file dsdata.txt to determine how the superseded data were derived.
 KY0443
 KY0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE6318746913(NAD 83)
 KY0443_MARKER: DB = BENCH MARK DISK
 KY0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0443_STAMPING: J 115 1935
 KY0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0443+STABILITY: SURFACE MOTION
 KY0443
 KY0443  HISTORY     - Date     Condition        Report By
 KY0443  HISTORY     - 1959     MONUMENTED       CGS
 KY0443  HISTORY     - 1959     GOOD             NGS
 KY0443
 KY0443                          STATION DESCRIPTION
 KY0443
 KY0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 KY0443'STATION IS LOCATED IN THE WEST SECTION OF WASHINGTON, ALONG THE
 KY0443'SOUTH SIDE OF THE BALTIMORE-OHIO RAILROAD TRACKS, ABOUT 30 FEET
 KY0443'SOUTH OF THE CENTER OF THE TRACK AND ABOUT 70 FEET EAST-NORTHEAST
 KY0443'OF THE JUNCTION OF BALTIMORE AND CUMBERLAND AVENUES.
 KY0443'
 KY0443'STATION MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH
 KY0443'MARK DISK, STAMPED J 115 1935, SET IN THE TOP OF A CONCRETE
 KY0443'MONUMENT WHICH PROJECTS ABOUT 3 INCHES.  A TELLUROMETER TRAVERSE
 KY0443'WAS MADE TO TRIANGULATION STATION HOSPITAL 1933.  THE DISTANCE IS
 KY0443'1799.874 METERS.
 KY0443'
 KY0443'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KY0443
 KY0443                          STATION RECOVERY (1959)
 KY0443
 KY0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KY0443'AT WASHINGTON.
 KY0443'AT WASHINGTON, ON THE BALTIMORE AND OHIO RAILROAD, NEAR THE
 KY0443'INTERSECTION OF BALTIMORE AND CUMBERLAND AVENUES, AND 30 FEET
 KY0443'SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 KY0443'J 115 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JX0018 ***********************************************************************
 JX0018  DESIGNATION -  J 116
 JX0018  PID         -  JX0018
 JX0018  STATE/COUNTY-  PA/GREENE
 JX0018  USGS QUAD   -  ROGERSVILLE (1994)
 JX0018
 JX0018                         *CURRENT SURVEY CONTROL
 JX0018  ___________________________________________________________________
 JX0018* NAD 83(1986)-  39 58 51.     (N)    080 16 43.     (W)     SCALED    
 JX0018* NAVD 88     -       321.557  (meters)    1054.97   (feet)  ADJUSTED  
 JX0018  ___________________________________________________________________
 JX0018  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 JX0018  DYNAMIC HT  -         321.375 (meters)    1054.38  (feet)  COMP
 JX0018  MODELED GRAV-     980,050.9   (mgal)                       NAVD 88
 JX0018
 JX0018  VERT ORDER  -  SECOND    CLASS 0
 JX0018
 JX0018.The horizontal coordinates were scaled from a topographic map and have
 JX0018.an estimated accuracy of +/- 6 seconds.
 JX0018
 JX0018.The orthometric height was determined by differential leveling
 JX0018.and adjusted by the National Geodetic Survey in June 1991..
 JX0018
 JX0018.The geoid height was determined by GEOID03.
 JX0018
 JX0018.The dynamic height is computed by dividing the NAVD 88
 JX0018.geopotential number by the normal gravity value computed on the
 JX0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0018.degrees latitude (g = 980.6199 gals.).
 JX0018
 JX0018.The modeled gravity was interpolated from observed gravity values.
 JX0018
 JX0018;                    North         East    Units  Estimated Accuracy
 JX0018;SPC PA S     -    74,990.      384,040.      MT  (+/- 180 meters Scaled)
 JX0018
 JX0018                          SUPERSEDED SURVEY CONTROL
 JX0018
 JX0018  NGVD 29 (??/??/92)  321.694  (m)         1055.42   (f) ADJ UNCH    2 0
 JX0018
 JX0018.Superseded values are not recommended for survey control.
 JX0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0018.See file dsdata.txt to determine how the superseded data were derived.
 JX0018
 JX0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE615258(NAD 83)
 JX0018_MARKER: DB = BENCH MARK DISK
 JX0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0018_STAMPING: J 116 1935
 JX0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0018+STABILITY: SURFACE MOTION
 JX0018
 JX0018  HISTORY     - Date     Condition        Report By
 JX0018  HISTORY     - 1935     MONUMENTED       CGS
 JX0018  HISTORY     - 1957     GOOD             NGS
 JX0018
 JX0018                          STATION DESCRIPTION
 JX0018
 JX0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0018'AT DEERLICK.
 JX0018'AT DEERLICK, ALONG THE PENNSYLVANIA RAILROAD, AT CROSSING OF A
 JX0018'NORTH-SOUTH BLACK TOP ROAD, 20 FEET EAST OF CENTER OF CROSSING,
 JX0018'14 FEET SOUTHEAST OF SOUTHEAST RAIL, 38 FEET EAST AND ACROSS ROAD
 JX0018'FROM TELEPHONE POLE NO. 154, 1 1/4 FEET WEST OF A CONCRETE
 JX0018'WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF TRACK AND SET IN THE
 JX0018'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JX0035 ***********************************************************************
 JX0035  DESIGNATION -  J 119
 JX0035  PID         -  JX0035
 JX0035  STATE/COUNTY-  PA/GREENE
 JX0035  USGS QUAD   -  OAK FOREST (1977)
 JX0035
 JX0035                         *CURRENT SURVEY CONTROL
 JX0035  ___________________________________________________________________
 JX0035* NAD 83(1986)-  39 51 17.     (N)    080 08 18.     (W)     SCALED    
 JX0035* NAVD 88     -       413.058  (meters)    1355.17   (feet)  ADJUSTED  
 JX0035  ___________________________________________________________________
 JX0035  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 JX0035  DYNAMIC HT  -         412.822 (meters)    1354.40  (feet)  COMP
 JX0035  MODELED GRAV-     980,043.0   (mgal)                       NAVD 88
 JX0035
 JX0035  VERT ORDER  -  SECOND    CLASS 0
 JX0035
 JX0035.The horizontal coordinates were scaled from a topographic map and have
 JX0035.an estimated accuracy of +/- 6 seconds.
 JX0035
 JX0035.The orthometric height was determined by differential leveling
 JX0035.and adjusted by the National Geodetic Survey in June 1991..
 JX0035
 JX0035.The geoid height was determined by GEOID03.
 JX0035
 JX0035.The dynamic height is computed by dividing the NAVD 88
 JX0035.geopotential number by the normal gravity value computed on the
 JX0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0035.degrees latitude (g = 980.6199 gals.).
 JX0035
 JX0035.The modeled gravity was interpolated from observed gravity values.
 JX0035
 JX0035;                    North         East    Units  Estimated Accuracy
 JX0035;SPC PA S     -    60,660.      395,640.      MT  (+/- 180 meters Scaled)
 JX0035
 JX0035                          SUPERSEDED SURVEY CONTROL
 JX0035
 JX0035  NGVD 29 (??/??/92)  413.195  (m)         1355.62   (f) ADJ UNCH    2 0
 JX0035
 JX0035.Superseded values are not recommended for survey control.
 JX0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0035.See file dsdata.txt to determine how the superseded data were derived.
 JX0035
 JX0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE737119(NAD 83)
 JX0035_MARKER: DB = BENCH MARK DISK
 JX0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0035_STAMPING: J 119 1935
 JX0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0035+STABILITY: SURFACE MOTION
 JX0035
 JX0035  HISTORY     - Date     Condition        Report By
 JX0035  HISTORY     - 1935     MONUMENTED       CGS
 JX0035  HISTORY     - 1948     GOOD             NGS
 JX0035
 JX0035                          STATION DESCRIPTION
 JX0035
 JX0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0035'5 MI S FROM WAYNESBURG.
 JX0035'ABOUT 5 MILES SOUTH ALONG U.S. HIGHWAY 19 FROM THE COUNTY
 JX0035'COURTHOUSE AT WAYNESBURG, GREENE COUNTY, AT THE TOP OF A HILL,
 JX0035'195 FEET NORTH OF AN OLD BARN, 27 FEET NORTHWEST OF THE CENTERLINE
 JX0035'OF THE HIGHWAY, AND 12 FEET SOUTHEAST OF THE CENTER OF A GATE
 JX0035'IN A FENCE LINE.  A STANDARD DISK, STAMPED J 119 1935 AND SET
 JX0035'IN THE TOP OF A CONCRETE POST.
 JX0035
 JX0035                          STATION RECOVERY (1948)
 JX0035
 JX0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 JX0035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0900 ***********************************************************************
 JW0900  DESIGNATION -  J 120
 JW0900  PID         -  JW0900
 JW0900  STATE/COUNTY-  PA/FAYETTE
 JW0900  USGS QUAD   -  MORGANTOWN NORTH (1976)
 JW0900
 JW0900                         *CURRENT SURVEY CONTROL
 JW0900  ___________________________________________________________________
 JW0900* NAD 83(1986)-  39 44 26.     (N)    079 53 53.     (W)     SCALED    
 JW0900* NAVD 88     -       248.957  (meters)     816.79   (feet)  ADJUSTED  
 JW0900  ___________________________________________________________________
 JW0900  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 JW0900  DYNAMIC HT  -         248.814 (meters)     816.32  (feet)  COMP
 JW0900  MODELED GRAV-     980,045.9   (mgal)                       NAVD 88
 JW0900
 JW0900  VERT ORDER  -  FIRST     CLASS II
 JW0900
 JW0900.The horizontal coordinates were scaled from a topographic map and have
 JW0900.an estimated accuracy of +/- 6 seconds.
 JW0900
 JW0900.The orthometric height was determined by differential leveling
 JW0900.and adjusted by the National Geodetic Survey in June 1991..
 JW0900.WARNING-Repeat measurements at this control monument indicate possible
 JW0900.vertical movement.
 JW0900
 JW0900.The geoid height was determined by GEOID03.
 JW0900
 JW0900.The dynamic height is computed by dividing the NAVD 88
 JW0900.geopotential number by the normal gravity value computed on the
 JW0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0900.degrees latitude (g = 980.6199 gals.).
 JW0900
 JW0900.The modeled gravity was interpolated from observed gravity values.
 JW0900
 JW0900;                    North         East    Units  Estimated Accuracy
 JW0900;SPC PA S     -    47,460.      415,890.      MT  (+/- 180 meters Scaled)
 JW0900
 JW0900                          SUPERSEDED SURVEY CONTROL
 JW0900
 JW0900  NGVD 29 (??/??/92)  249.097  (m)          817.25   (f) ADJ UNCH    1 2
 JW0900
 JW0900.Superseded values are not recommended for survey control.
 JW0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0900.See file dsdata.txt to determine how the superseded data were derived.
 JW0900
 JW0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND944995(NAD 83)
 JW0900_MARKER: DB = BENCH MARK DISK
 JW0900_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JW0900_SP_SET: RAILROAD BRIDGE ABUTMENT
 JW0900_STAMPING: J 120 1935
 JW0900_MARK LOGO: CGS   
 JW0900_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW0900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0900
 JW0900  HISTORY     - Date     Condition        Report By
 JW0900  HISTORY     - 1935     MONUMENTED       CGS
 JW0900  HISTORY     - 1983     GOOD             NGS
 JW0900  HISTORY     - 19890925 GOOD             HARTMN
 JW0900  HISTORY     - 20010217 GOOD             PADT
 JW0900
 JW0900                          STATION DESCRIPTION
 JW0900
 JW0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0900'AT POINT MARION.
 JW0900'AT POINT MARION, AT THE BALTIMORE AND OHIO RAILROAD STEEL-GIRDER
 JW0900'BRIDGE OVER CHEAT RIVER, IN THE TOP OF THE SOUTH END OF THE SOUTH
 JW0900'ABUTMENT, AND 5 FEET WEST OF THE WEST RAIL.  A STANDARD DISK,
 JW0900'STAMPED J 120 1935.
 JW0900
 JW0900                          STATION RECOVERY (1983)
 JW0900
 JW0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0900'RECOVERED IN GOOD CONDITION.
 JW0900
 JW0900                          STATION RECOVERY (1989)
 JW0900
 JW0900'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW0900'ON THE RIGHT BANK OF THE MONONGAHELA RIVER AT MILE 89.8, ON THE LEFT
 JW0900'BANK OF THE CHEAT RIVER AT MILE 0.3, AT POINT MARION, AT THE
 JW0900'BALTIMORE AND OHIO STEEL-GIRDER BRIDGE OVER THE CHEAT RIVER.  A
 JW0900'STANDARD USCGS DISK IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT,
 JW0900'AND 5 FT (1.5 MT) WEST OF THE WEST RAIL.
 JW0900
 JW0900                          STATION RECOVERY (2001)
 JW0900
 JW0900'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (EPW)
 JW0900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1276 ***********************************************************************
 KX1276  DESIGNATION -  J 121
 KX1276  PID         -  KX1276
 KX1276  STATE/COUNTY-  PA/FAYETTE
 KX1276  USGS QUAD   -  FAYETTE CITY (1979)
 KX1276
 KX1276                         *CURRENT SURVEY CONTROL
 KX1276  ___________________________________________________________________
 KX1276* NAD 83(1986)-  40 01 01.     (N)    079 49 51.     (W)     SCALED    
 KX1276* NAVD 88     -       252.975  (meters)     829.97   (feet)  POSTED    
 KX1276  ___________________________________________________________________
 KX1276  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KX1276  DYNAMIC HT  -         252.830 (meters)     829.49  (feet)  COMP
 KX1276  MODELED GRAV-     980,062.0   (mgal)                       NAVD 88
 KX1276
 KX1276  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 KX1276
 KX1276.The horizontal coordinates were scaled from a topographic map and have
 KX1276.an estimated accuracy of +/- 6 seconds.
 KX1276
 KX1276.The orthometric height was determined by differential leveling
 KX1276.and adjusted by the National Geodetic Survey in 1992..
 KX1276.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 KX1276.rate of 3.1 thru 4.0 mm/km.
 KX1276
 KX1276.The geoid height was determined by GEOID03.
 KX1276
 KX1276.The dynamic height is computed by dividing the NAVD 88
 KX1276.geopotential number by the normal gravity value computed on the
 KX1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1276.degrees latitude (g = 980.6199 gals.).
 KX1276
 KX1276.The modeled gravity was interpolated from observed gravity values.
 KX1276
 KX1276;                    North         East    Units  Estimated Accuracy
 KX1276;SPC PA S     -    78,000.      422,370.      MT  (+/- 180 meters Scaled)
 KX1276
 KX1276                          SUPERSEDED SURVEY CONTROL
 KX1276
 KX1276  NGVD 29 (??/??/92)  253.148  (m)          830.54   (f) ADJ UNCH    1 2
 KX1276
 KX1276.Superseded values are not recommended for survey control.
 KX1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1276.See file dsdata.txt to determine how the superseded data were derived.
 KX1276
 KX1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE997302(NAD 83)
 KX1276_MARKER: DB = BENCH MARK DISK
 KX1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1276_STAMPING: J 121 1935
 KX1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1276+STABILITY: SURFACE MOTION
 KX1276
 KX1276  HISTORY     - Date     Condition        Report By
 KX1276  HISTORY     - 1935     MONUMENTED       CGS
 KX1276  HISTORY     - 1941     GOOD             NGS
 KX1276  HISTORY     - 1983     MARK NOT FOUND   NGS
 KX1276  HISTORY     - 19980225 GOOD             PADT
 KX1276
 KX1276                          STATION DESCRIPTION
 KX1276
 KX1276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1276'3.8 MI NW FROM SMOCK.
 KX1276'3.8 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1276'STATION AT SMOCK, AT A PUBLIC-ROAD CROSSING, 39 FEET NORTHEAST
 KX1276'OF THE CENTER OF THE CROSSING, 20.4 FEET EAST OF THE CROSSING
 KX1276'SIGN, 20 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 31.7
 KX1276'FEET SOUTH AND 52.9 FEET EAST OF THE NORTH END OF A RETAINING
 KX1276'WALL NORTH OF THE TRACK AND EAST OF THE ROAD, 1 FOOT SOUTH OF A
 KX1276'WHITE WOODEN WITNESS POST, AND 5 FEET HIGHER THAN THE TRACK.
 KX1276'A STANDARD DISK, STAMPED J 121 1935 AND SET IN THE TOP OF A
 KX1276'CONCRETE POST.
 KX1276
 KX1276                          STATION RECOVERY (1983)
 KX1276
 KX1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1276'NOT RECOVERED, AREA GROWN UP VERY THICK, THE DESCRIPTION IS
 KX1276'INADEQUATE.
 KX1276
 KX1276                          STATION RECOVERY (1998)
 KX1276
 KX1276'RECOVERY NOTE BY PA DEPT OF TRANSP 1998 (AAP)
 KX1276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0424 ***********************************************************************
 KX0424  DESIGNATION -  J 122
 KX0424  PID         -  KX0424
 KX0424  STATE/COUNTY-  PA/CAMBRIA
 KX0424  USGS QUAD   -  CRESSON (1984)
 KX0424
 KX0424                         *CURRENT SURVEY CONTROL
 KX0424  ___________________________________________________________________
 KX0424* NAD 83(1986)-  40 25 27.     (N)    078 37 18.     (W)     SCALED    
 KX0424* NAVD 88     -       578.969  (meters)    1899.50   (feet)  ADJUSTED  
 KX0424  ___________________________________________________________________
 KX0424  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KX0424  DYNAMIC HT  -         578.642 (meters)    1898.43  (feet)  COMP
 KX0424  MODELED GRAV-     980,041.9   (mgal)                       NAVD 88
 KX0424
 KX0424  VERT ORDER  -  FIRST     CLASS I
 KX0424
 KX0424.The horizontal coordinates were scaled from a topographic map and have
 KX0424.an estimated accuracy of +/- 6 seconds.
 KX0424
 KX0424.The orthometric height was determined by differential leveling
 KX0424.and adjusted by the National Geodetic Survey in June 1991..
 KX0424.WARNING-Repeat measurements at this control monument indicate possible
 KX0424.vertical movement.
 KX0424
 KX0424.The geoid height was determined by GEOID03.
 KX0424
 KX0424.The dynamic height is computed by dividing the NAVD 88
 KX0424.geopotential number by the normal gravity value computed on the
 KX0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0424.degrees latitude (g = 980.6199 gals.).
 KX0424
 KX0424.The modeled gravity was interpolated from observed gravity values.
 KX0424
 KX0424;                    North         East    Units  Estimated Accuracy
 KX0424;SPC PA S     -   121,490.      526,030.      MT  (+/- 180 meters Scaled)
 KX0424
 KX0424                          SUPERSEDED SURVEY CONTROL
 KX0424
 KX0424  NGVD 29 (??/??/92)  579.102  (m)         1899.94   (f) ADJ UNCH    1 1
 KX0424
 KX0424.Superseded values are not recommended for survey control.
 KX0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0424.See file dsdata.txt to determine how the superseded data were derived.
 KX0424
 KX0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE017775(NAD 83)
 KX0424_MARKER: DB = BENCH MARK DISK
 KX0424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0424_SP_SET: PIER
 KX0424_STAMPING: J 122 1941
 KX0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0424
 KX0424  HISTORY     - Date     Condition        Report By
 KX0424  HISTORY     - 1941     MONUMENTED       CGS
 KX0424  HISTORY     - 1966     GOOD             NGS
 KX0424
 KX0424                          STATION DESCRIPTION
 KX0424
 KX0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0424'0.2 MI SW FROM LILLY.
 KX0424'ABOUT 0.2 MILE SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0424'FOOTBRIDGE OVER THE TRACKS AT LILLY, 0.15 MILE SOUTHWEST OF
 KX0424'MILEPOST 254, SET VERTICALLY IN THE NORTHWEST FACE OF AND ABOUT
 KX0424'IN THE CENTER OF THE 2ND CONCRETE PIER FROM THE SOUTHEAST END
 KX0424'OF RAILROAD STREET OVERPASS OVER THE TRACKS, 20.2 FEET SOUTHEAST
 KX0424'OF AND ACROSS ONE SIDE TRACK FROM THE SOUTHEAST RAIL OF THE MAIN
 KX0424'TRACK, 17.8 FEET SOUTHWEST OF THE NORTHEAST END OF THE PIER, 4.7
 KX0424'FEET ABOVE THE LEVEL OF THE GROUND AND 3 1/2 FEET ABOVE THE LEVEL
 KX0424'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0493 ***********************************************************************
 KX0493  DESIGNATION -  J 123
 KX0493  PID         -  KX0493
 KX0493  STATE/COUNTY-  PA/CAMBRIA
 KX0493  USGS QUAD   -  JOHNSTOWN (1981)
 KX0493
 KX0493                         *CURRENT SURVEY CONTROL
 KX0493  ___________________________________________________________________
 KX0493* NAD 83(1986)-  40 21 49.     (N)    078 56 35.     (W)     SCALED    
 KX0493* NAVD 88     -       352.314  (meters)    1155.88   (feet)  ADJUSTED  
 KX0493  ___________________________________________________________________
 KX0493  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KX0493  DYNAMIC HT  -         352.126 (meters)    1155.27  (feet)  COMP
 KX0493  MODELED GRAV-     980,081.5   (mgal)                       NAVD 88
 KX0493
 KX0493  VERT ORDER  -  FIRST     CLASS II
 KX0493
 KX0493.The horizontal coordinates were scaled from a topographic map and have
 KX0493.an estimated accuracy of +/- 6 seconds.
 KX0493
 KX0493.The orthometric height was determined by differential leveling
 KX0493.and adjusted by the National Geodetic Survey in June 1991..
 KX0493
 KX0493.The geoid height was determined by GEOID03.
 KX0493
 KX0493.The dynamic height is computed by dividing the NAVD 88
 KX0493.geopotential number by the normal gravity value computed on the
 KX0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0493.degrees latitude (g = 980.6199 gals.).
 KX0493
 KX0493.The modeled gravity was interpolated from observed gravity values.
 KX0493
 KX0493;                    North         East    Units  Estimated Accuracy
 KX0493;SPC PA S     -   115,080.      498,670.      MT  (+/- 180 meters Scaled)
 KX0493
 KX0493                          SUPERSEDED SURVEY CONTROL
 KX0493
 KX0493  NGVD 29 (??/??/92)  352.48   (m)         1156.4    (f) COMPUTED    1 2
 KX0493
 KX0493.Superseded values are not recommended for survey control.
 KX0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0493.See file dsdata.txt to determine how the superseded data were derived.
 KX0493
 KX0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE746701(NAD 83)
 KX0493_MARKER: DB = BENCH MARK DISK
 KX0493_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0493_SP_SET: WALL
 KX0493_STAMPING: J 123 1941
 KX0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0493
 KX0493  HISTORY     - Date     Condition        Report By
 KX0493  HISTORY     - 1941     MONUMENTED       CGS
 KX0493  HISTORY     - 1966     MARK NOT FOUND   NGS
 KX0493
 KX0493                          STATION DESCRIPTION
 KX0493
 KX0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0493'3 MI NW FROM JOHNSTOWN.
 KX0493'3.0 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0493'STATION AT JOHNSTOWN, CAMBRIA COUNTY, 0.1 MILE WEST OF A
 KX0493'BRICKYARD, 400 FEET EAST OF THE CROSSING OF A DOUBLE-TRACK
 KX0493'SPUR TO THE NORTH SIDE OF CONEMAUGH RIVER, 38.6 FEET NORTH OF
 KX0493'THE NORTH RAIL OF THE MAIN TRACK, IN THE TOP OF THE RIVER WALL
 KX0493'OF THE SOUTH BANK OF THE RIVER, AND 2.5 FEET BELOW THE TOP OF
 KX0493'THE RAIL.  NOTE-- ABOUT 500 FEET OF THE WALL WAS UNCOVERED AND
 KX0493'THE MARK COULD NOT BE RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0995 ***********************************************************************
 KX0995  DESIGNATION -  J 124
 KX0995  PID         -  KX0995
 KX0995  STATE/COUNTY-  PA/WESTMORELAND
 KX0995  USGS QUAD   -  BLAIRSVILLE (1981)
 KX0995
 KX0995                         *CURRENT SURVEY CONTROL
 KX0995  ___________________________________________________________________
 KX0995* NAD 83(1986)-  40 22 56.     (N)    079 15 00.     (W)     SCALED    
 KX0995* NAVD 88     -       348.779  (meters)    1144.29   (feet)  ADJUSTED  
 KX0995  ___________________________________________________________________
 KX0995  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KX0995  DYNAMIC HT  -         348.595 (meters)    1143.68  (feet)  COMP
 KX0995  MODELED GRAV-     980,088.4   (mgal)                       NAVD 88
 KX0995
 KX0995  VERT ORDER  -  FIRST     CLASS I
 KX0995
 KX0995.The horizontal coordinates were scaled from a topographic map and have
 KX0995.an estimated accuracy of +/- 6 seconds.
 KX0995
 KX0995.The orthometric height was determined by differential leveling
 KX0995.and adjusted by the National Geodetic Survey in June 1991..
 KX0995
 KX0995.The geoid height was determined by GEOID03.
 KX0995
 KX0995.The dynamic height is computed by dividing the NAVD 88
 KX0995.geopotential number by the normal gravity value computed on the
 KX0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0995.degrees latitude (g = 980.6199 gals.).
 KX0995
 KX0995.The modeled gravity was interpolated from observed gravity values.
 KX0995
 KX0995;                    North         East    Units  Estimated Accuracy
 KX0995;SPC PA S     -   117,550.      472,640.      MT  (+/- 180 meters Scaled)
 KX0995
 KX0995                          SUPERSEDED SURVEY CONTROL
 KX0995
 KX0995  NGVD 29 (??/??/92)  348.944  (m)         1144.83   (f) ADJ UNCH    1 1
 KX0995
 KX0995.Superseded values are not recommended for survey control.
 KX0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0995.See file dsdata.txt to determine how the superseded data were derived.
 KX0995
 KX0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE485716(NAD 83)
 KX0995_MARKER: DB = BENCH MARK DISK
 KX0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0995_STAMPING: J 124 1941
 KX0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0995+STABILITY: SURFACE MOTION
 KX0995
 KX0995  HISTORY     - Date     Condition        Report By
 KX0995  HISTORY     - 1941     MONUMENTED       CGS
 KX0995  HISTORY     - 1966     GOOD             NGS
 KX0995
 KX0995                          STATION DESCRIPTION
 KX0995
 KX0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0995'2.8 MI SW FROM TORRANCE.
 KX0995'2.8 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM A BLACKTOP
 KX0995'ROAD OVERPASS OVER THE TRACK, ABOUT 10 RAILS NORTHEAST OF
 KX0995'MILEPOST 303 AT THE SOUTHWEST END OF A LONG LOW CUT, 42.7 FEET
 KX0995'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST ONE OF THREE
 KX0995'TRACKS, 45 FEET NORTH OF THE CENTER OF THE JUNCTION OF A BLACKTOP
 KX0995'ROAD THAT PARALLELS THE TRACK AND A DRIVE SOUTHEAST TO A ONE-STORY
 KX0995'WHITE FRAME HOUSE, 11 FEET NORTHWEST OF CENTER LINE OF THE ROAD,
 KX0995'0.9 FOOT SOUTHWEST OF A METAL WITNESS POST, SET IN THE TOP OF A
 KX0995'CONCRETE POST PROJECTING 3 INCHES AND ABOUT 2 FEET ABOVE THE
 KX0995'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1212 ***********************************************************************
 KX1212  DESIGNATION -  J 125
 KX1212  PID         -  KX1212
 KX1212  STATE/COUNTY-  PA/WESTMORELAND
 KX1212  USGS QUAD   -  GREENSBURG (1993)
 KX1212
 KX1212                         *CURRENT SURVEY CONTROL
 KX1212  ___________________________________________________________________
 KX1212* NAD 83(1986)-  40 19 47.     (N)    079 37 09.     (W)     SCALED    
 KX1212* NAVD 88     -       314.097  (meters)    1030.50   (feet)  ADJUSTED  
 KX1212  ___________________________________________________________________
 KX1212  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KX1212  DYNAMIC HT  -         313.928 (meters)    1029.95  (feet)  COMP
 KX1212  MODELED GRAV-     980,078.7   (mgal)                       NAVD 88
 KX1212
 KX1212  VERT ORDER  -  FIRST     CLASS I
 KX1212
 KX1212.The horizontal coordinates were scaled from a topographic map and have
 KX1212.an estimated accuracy of +/- 6 seconds.
 KX1212
 KX1212.The orthometric height was determined by differential leveling
 KX1212.and adjusted by the National Geodetic Survey in June 1991..
 KX1212
 KX1212.The geoid height was determined by GEOID03.
 KX1212
 KX1212.The dynamic height is computed by dividing the NAVD 88
 KX1212.geopotential number by the normal gravity value computed on the
 KX1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1212.degrees latitude (g = 980.6199 gals.).
 KX1212
 KX1212.The modeled gravity was interpolated from observed gravity values.
 KX1212
 KX1212;                    North         East    Units  Estimated Accuracy
 KX1212;SPC PA S     -   112,320.      441,170.      MT  (+/- 180 meters Scaled)
 KX1212
 KX1212                          SUPERSEDED SURVEY CONTROL
 KX1212
 KX1212  NGVD 29 (??/??/92)  314.258  (m)         1031.03   (f) ADJ UNCH    1 1
 KX1212
 KX1212.Superseded values are not recommended for survey control.
 KX1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1212.See file dsdata.txt to determine how the superseded data were derived.
 KX1212
 KX1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE173652(NAD 83)
 KX1212_MARKER: DB = BENCH MARK DISK
 KX1212_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1212_SP_SET: ABUTMENT
 KX1212_STAMPING: J 125 1941
 KX1212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1212
 KX1212  HISTORY     - Date     Condition        Report By
 KX1212  HISTORY     - 1941     MONUMENTED       CGS
 KX1212  HISTORY     - 1966     GOOD             NGS
 KX1212  HISTORY     - 20010709 MARK NOT FOUND   PADT
 KX1212
 KX1212                          STATION DESCRIPTION
 KX1212
 KX1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX1212'AT JEANNETTE.
 KX1212'ABOUT 0.2 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KX1212'AT JEANNETTE, SET VERTICALLY IN THE SOUTH FACE OF THE NORTH
 KX1212'STONE ABUTMENT TO THE SEVENTH STREET OVERPASS OVER THE TRACK, 6.4
 KX1212'FEET NORTH OF THE NORTH RAIL OF THE NORTH ONE OF 4 TRACKS,
 KX1212'4 1/2 FEET ABOVE THE GROUND AND 3 FEET ABOVE TRACK.
 KX1212
 KX1212                          STATION RECOVERY (2001)
 KX1212
 KX1212'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DP)
 KX1212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0456 ***********************************************************************
 JW0456  DESIGNATION -  J 126
 JW0456  PID         -  JW0456
 JW0456  STATE/COUNTY-  PA/SOMERSET
 JW0456  USGS QUAD   -  FAIRHOPE (1973)
 JW0456
 JW0456                         *CURRENT SURVEY CONTROL
 JW0456  ___________________________________________________________________
 JW0456* NAD 83(1986)-  39 48 33.     (N)    078 51 34.     (W)     SCALED    
 JW0456* NAVD 88     -       514.724  (meters)    1688.72   (feet)  ADJUSTED  
 JW0456  ___________________________________________________________________
 JW0456  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 JW0456  DYNAMIC HT  -         514.387 (meters)    1687.62  (feet)  COMP
 JW0456  MODELED GRAV-     979,955.9   (mgal)                       NAVD 88
 JW0456
 JW0456  VERT ORDER  -  FIRST     CLASS II
 JW0456
 JW0456.The horizontal coordinates were scaled from a topographic map and have
 JW0456.an estimated accuracy of +/- 6 seconds.
 JW0456
 JW0456.The orthometric height was determined by differential leveling
 JW0456.and adjusted by the National Geodetic Survey in June 1991..
 JW0456
 JW0456.The geoid height was determined by GEOID03.
 JW0456
 JW0456.The dynamic height is computed by dividing the NAVD 88
 JW0456.geopotential number by the normal gravity value computed on the
 JW0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0456.degrees latitude (g = 980.6199 gals.).
 JW0456
 JW0456.The modeled gravity was interpolated from observed gravity values.
 JW0456
 JW0456;                    North         East    Units  Estimated Accuracy
 JW0456;SPC PA S     -    53,430.      505,000.      MT  (+/- 180 meters Scaled)
 JW0456
 JW0456                          SUPERSEDED SURVEY CONTROL
 JW0456
 JW0456  NGVD 29 (??/??/92)  514.837  (m)         1689.09   (f) ADJ UNCH    1 2
 JW0456
 JW0456.Superseded values are not recommended for survey control.
 JW0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0456.See file dsdata.txt to determine how the superseded data were derived.
 JW0456
 JW0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE832087(NAD 83)
 JW0456_MARKER: DB = BENCH MARK DISK
 JW0456_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0456_SP_SET: BRIDGE
 JW0456_STAMPING: J 126 1941
 JW0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0456
 JW0456  HISTORY     - Date     Condition        Report By
 JW0456  HISTORY     - 1941     MONUMENTED       CGS
 JW0456
 JW0456                          STATION DESCRIPTION
 JW0456
 JW0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0456'1.4 MI SW FROM GLENCOE.
 JW0456'1.4 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0456'GLENCOE, SOMERSET COUNTY, AT BRIDGE NO. 25, IN THE TOP OF THE
 JW0456'EAST CONCRETE ABUTMENT, 3.3 FEET SOUTH OF THE NORTH END, 4.6
 JW0456'FEET NORTH OF THE NORTH RAIL, AND 3 FEET WEST OF THE BRIDGE MARKER
 JW0456'POST.  A STANDARD DISK, STAMPED J 126 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0550 ***********************************************************************
 JW0550  DESIGNATION -  J 127
 JW0550  PID         -  JW0550
 JW0550  STATE/COUNTY-  PA/SOMERSET
 JW0550  USGS QUAD   -  ROCKWOOD (1981)
 JW0550
 JW0550                         *CURRENT SURVEY CONTROL
 JW0550  ___________________________________________________________________
 JW0550* NAD 83(1986)-  39 53 44.     (N)    079 12 25.     (W)     SCALED    
 JW0550* NAVD 88     -       537.624  (meters)    1763.85   (feet)  ADJUSTED  
 JW0550  ___________________________________________________________________
 JW0550  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JW0550  DYNAMIC HT  -         537.284 (meters)    1762.74  (feet)  COMP
 JW0550  MODELED GRAV-     979,977.7   (mgal)                       NAVD 88
 JW0550
 JW0550  VERT ORDER  -  FIRST     CLASS II
 JW0550
 JW0550.The horizontal coordinates were scaled from a topographic map and have
 JW0550.an estimated accuracy of +/- 6 seconds.
 JW0550
 JW0550.The orthometric height was determined by differential leveling
 JW0550.and adjusted by the National Geodetic Survey in June 1991..
 JW0550
 JW0550.The geoid height was determined by GEOID03.
 JW0550
 JW0550.The dynamic height is computed by dividing the NAVD 88
 JW0550.geopotential number by the normal gravity value computed on the
 JW0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0550.degrees latitude (g = 980.6199 gals.).
 JW0550
 JW0550.The modeled gravity was interpolated from observed gravity values.
 JW0550
 JW0550;                    North         East    Units  Estimated Accuracy
 JW0550;SPC PA S     -    63,450.      475,400.      MT  (+/- 180 meters Scaled)
 JW0550
 JW0550                          SUPERSEDED SURVEY CONTROL
 JW0550
 JW0550  NGVD 29 (??/??/92)  537.736  (m)         1764.22   (f) ADJ UNCH    1 2
 JW0550
 JW0550.Superseded values are not recommended for survey control.
 JW0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0550.See file dsdata.txt to determine how the superseded data were derived.
 JW0550
 JW0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE532177(NAD 83)
 JW0550_MARKER: DB = BENCH MARK DISK
 JW0550_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0550_SP_SET: STEP
 JW0550_STAMPING: J 127 1941
 JW0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0550
 JW0550  HISTORY     - Date     Condition        Report By
 JW0550  HISTORY     - 1941     MONUMENTED       CGS
 JW0550
 JW0550                          STATION DESCRIPTION
 JW0550
 JW0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0550'0.9 MI NE FROM CASSELMAN.
 JW0550'0.9 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0550'STATION AT CASSELMAN, SOMERSET COUNTY, AT BRIDGE NO. 36, AT THE
 JW0550'WEST CORNER OF THE SOUTHWEST ABUTMENT, IN THE TOP STEP, 2.5 FEET
 JW0550'SOUTHEAST OF THE NORTHWEST EDGE, 1.3 FEET SOUTHWEST OF THE
 JW0550'NORTHEAST EDGE, 11 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 JW0550'WEST BOUND TRACK, AND 2 FEET BELOW THE TRACK.  A STANDARD DISK,
 JW0550'STAMPED J 127 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0594 ***********************************************************************
 JW0594  DESIGNATION -  J 128
 JW0594  PID         -  JW0594
 JW0594  STATE/COUNTY-  PA/FAYETTE
 JW0594  USGS QUAD   -  MILL RUN (1980)
 JW0594
 JW0594                         *CURRENT SURVEY CONTROL
 JW0594  ___________________________________________________________________
 JW0594* NAD 83(1986)-  39 56 01.     (N)    079 29 14.     (W)     SCALED    
 JW0594* NAVD 88     -       321.033  (meters)    1053.26   (feet)  ADJUSTED  
 JW0594  ___________________________________________________________________
 JW0594  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JW0594  DYNAMIC HT  -         320.842 (meters)    1052.63  (feet)  COMP
 JW0594  MODELED GRAV-     980,021.6   (mgal)                       NAVD 88
 JW0594
 JW0594  VERT ORDER  -  FIRST     CLASS II
 JW0594
 JW0594.The horizontal coordinates were scaled from a topographic map and have
 JW0594.an estimated accuracy of +/- 6 seconds.
 JW0594
 JW0594.The orthometric height was determined by differential leveling
 JW0594.and adjusted by the National Geodetic Survey in June 1991..
 JW0594
 JW0594.The geoid height was determined by GEOID03.
 JW0594
 JW0594.The dynamic height is computed by dividing the NAVD 88
 JW0594.geopotential number by the normal gravity value computed on the
 JW0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0594.degrees latitude (g = 980.6199 gals.).
 JW0594
 JW0594.The modeled gravity was interpolated from observed gravity values.
 JW0594
 JW0594;                    North         East    Units  Estimated Accuracy
 JW0594;SPC PA S     -    68,110.      451,520.      MT  (+/- 180 meters Scaled)
 JW0594
 JW0594                          SUPERSEDED SURVEY CONTROL
 JW0594
 JW0594  NGVD 29 (??/??/92)  321.196  (m)         1053.79   (f) ADJ UNCH    1 2
 JW0594
 JW0594.Superseded values are not recommended for survey control.
 JW0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0594.See file dsdata.txt to determine how the superseded data were derived.
 JW0594
 JW0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE292214(NAD 83)
 JW0594_MARKER: DB = BENCH MARK DISK
 JW0594_SETTING: 66 = SET IN ROCK OUTCROP
 JW0594_SP_SET: ROCK OUTCROP
 JW0594_STAMPING: J 128 1941
 JW0594_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0594+STABILITY: POSITION/ELEVATION WELL
 JW0594
 JW0594  HISTORY     - Date     Condition        Report By
 JW0594  HISTORY     - 1941     MONUMENTED       CGS
 JW0594
 JW0594                          STATION DESCRIPTION
 JW0594
 JW0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0594'6.1 MI NW FROM OHIOPYLE.
 JW0594'6.1 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0594'THE STATION AT OHIOPYLE, FAYETTE COUNTY, 13-1/2 RAILS SOUTH OF
 JW0594'MILEPOST 260, AT THE SOUTHEAST END OF A CURVE, 25 FEET BELOW A
 JW0594'LARGE BOULDER AT THE TOP OF A CUT, 11 FEET EAST OF THE EAST RAIL
 JW0594'OF THE WEST BOUND TRACK, IN THE TOP OF A ROCK OUTCROP, AND 1 FOOT
 JW0594'ABOVE THE TRACK.  A STANDARD DISK, STAMPED J 128 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1342 ***********************************************************************
 KX1342  DESIGNATION -  J 129
 KX1342  PID         -  KX1342
 KX1342  STATE/COUNTY-  PA/FAYETTE
 KX1342  USGS QUAD   -  DAWSON (1977)
 KX1342
 KX1342                         *CURRENT SURVEY CONTROL
 KX1342  ___________________________________________________________________
 KX1342* NAD 83(1986)-  40 03 53.     (N)    079 42 46.     (W)     SCALED    
 KX1342* NAVD 88     -       252.809  (meters)     829.42   (feet)  ADJUSTED  
 KX1342  ___________________________________________________________________
 KX1342  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KX1342  DYNAMIC HT  -         252.667 (meters)     828.96  (feet)  COMP
 KX1342  MODELED GRAV-     980,059.2   (mgal)                       NAVD 88
 KX1342
 KX1342  VERT ORDER  -  FIRST     CLASS II
 KX1342
 KX1342.The horizontal coordinates were scaled from a topographic map and have
 KX1342.an estimated accuracy of +/- 6 seconds.
 KX1342
 KX1342.The orthometric height was determined by differential leveling
 KX1342.and adjusted by the National Geodetic Survey in June 1991..
 KX1342
 KX1342.The geoid height was determined by GEOID03.
 KX1342
 KX1342.The dynamic height is computed by dividing the NAVD 88
 KX1342.geopotential number by the normal gravity value computed on the
 KX1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1342.degrees latitude (g = 980.6199 gals.).
 KX1342
 KX1342.The modeled gravity was interpolated from observed gravity values.
 KX1342
 KX1342;                    North         East    Units  Estimated Accuracy
 KX1342;SPC PA S     -    83,070.      432,570.      MT  (+/- 180 meters Scaled)
 KX1342
 KX1342                          SUPERSEDED SURVEY CONTROL
 KX1342
 KX1342  NGVD 29 (??/??/92)  252.992  (m)          830.02   (f) ADJ UNCH    1 2
 KX1342
 KX1342.Superseded values are not recommended for survey control.
 KX1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1342.See file dsdata.txt to determine how the superseded data were derived.
 KX1342
 KX1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE097357(NAD 83)
 KX1342_MARKER: DB = BENCH MARK DISK
 KX1342_SETTING: 66 = SET IN ROCK OUTCROP
 KX1342_SP_SET: ROCK OUTCROP
 KX1342_STAMPING: J 129 1941
 KX1342_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX1342+STABILITY: POSITION/ELEVATION WELL
 KX1342
 KX1342  HISTORY     - Date     Condition        Report By
 KX1342  HISTORY     - 1941     MONUMENTED       CGS
 KX1342
 KX1342                          STATION DESCRIPTION
 KX1342
 KX1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1342'9.8 MI NW FROM CONNELLSVILLE.
 KX1342'9.8 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KX1342'FROM THE STATION AT CONNELLSVILLE, FAYETTE COUNTY, 64 FEET NORTH
 KX1342'OF MILEPOST 280, AT THE NORTHWEST END OF A CURVE, 53.9 FEET
 KX1342'NORTHWEST OF THE NORTHEAST END OF A ROCK CULVERT UNDER THE
 KX1342'TRACK, 3.3 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE WEST
 KX1342'BOUND TRACK, IN THE TOP OF A ROCK OUTCROP, AND 0.5 FOOT
 KX1342'BELOW THE TRACK.  A STANDARD DISK, STAMPED J 129 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0015 ***********************************************************************
 ND0015  DESIGNATION -  J 13
 ND0015  PID         -  ND0015
 ND0015  STATE/COUNTY-  PA/ERIE
 ND0015  USGS QUAD   -  SWANVILLE (1990)
 ND0015
 ND0015                         *CURRENT SURVEY CONTROL
 ND0015  ___________________________________________________________________
 ND0015* NAD 83(1986)-  42 05 04.     (N)    080 09 44.     (W)     SCALED    
 ND0015* NAVD 88     -       224.458  (meters)     736.41   (feet)  ADJUSTED  
 ND0015  ___________________________________________________________________
 ND0015  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 ND0015  DYNAMIC HT  -         224.378 (meters)     736.15  (feet)  COMP
 ND0015  MODELED GRAV-     980,256.9   (mgal)                       NAVD 88
 ND0015
 ND0015  VERT ORDER  -  FIRST     CLASS II
 ND0015
 ND0015.The horizontal coordinates were scaled from a topographic map and have
 ND0015.an estimated accuracy of +/- 6 seconds.
 ND0015
 ND0015.The orthometric height was determined by differential leveling
 ND0015.and adjusted by the National Geodetic Survey in June 1991..
 ND0015
 ND0015.The geoid height was determined by GEOID03.
 ND0015
 ND0015.The dynamic height is computed by dividing the NAVD 88
 ND0015.geopotential number by the normal gravity value computed on the
 ND0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0015.degrees latitude (g = 980.6199 gals.).
 ND0015
 ND0015.The modeled gravity was interpolated from observed gravity values.
 ND0015
 ND0015;                    North         East    Units  Estimated Accuracy
 ND0015;SPC PA N     -   215,760.      400,430.      MT  (+/- 180 meters Scaled)
 ND0015
 ND0015                          SUPERSEDED SURVEY CONTROL
 ND0015
 ND0015  NGVD 29 (??/??/92)  224.658  (m)          737.07   (f) ADJ UNCH    1 2
 ND0015
 ND0015.Superseded values are not recommended for survey control.
 ND0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0015.See file dsdata.txt to determine how the superseded data were derived.
 ND0015
 ND0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG692594(NAD 83)
 ND0015_MARKER: DB = BENCH MARK DISK
 ND0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ND0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ND0015_STAMPING: J 13 1934
 ND0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ND0015+STABILITY: SURFACE MOTION
 ND0015
 ND0015  HISTORY     - Date     Condition        Report By
 ND0015  HISTORY     - 1934     MONUMENTED       CGS
 ND0015  HISTORY     - 1961     GOOD             NGS
 ND0015  HISTORY     - 1971     MARK NOT FOUND   NGS
 ND0015  HISTORY     - 1981     MARK NOT FOUND   NGS
 ND0015
 ND0015                          STATION DESCRIPTION
 ND0015
 ND0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ND0015'4.8 MI W FROM ERIE.
 ND0015'4.8 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION
 ND0015'AT ERIE, ERIE COUNTY, AT THE POWELL AVENUE OVERPASS, 38 FEET WEST OF
 ND0015'THE CENTERLINE OF THE OVERPASS, 15 FEET SOUTH OF THE SOUTH RAIL OF
 ND0015'THE SOUTH RAIL OF THE SOUTH TRACK, 8.5 FEET SOUTHWEST OF THE
 ND0015'SOUTHWEST CORNER OF A CONCRETE WING WALL, 2 FEET SOUTH OF A GUY CABLE
 ND0015'FOR A POWER POLE, 6 INCHES HIGHER THAN THE TOP OF THE RAIL, AND 6
 ND0015'INCHES UNDER GROUND. A STANDARD DISK, STAMPED J 13 1934 AND SET IN
 ND0015'THE TOP OF A CONCRETE POST.
 ND0015
 ND0015                          STATION RECOVERY (1971)
 ND0015
 ND0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 ND0015'MARK NOT FOUND.
 ND0015
 ND0015                          STATION RECOVERY (1981)
 ND0015
 ND0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 ND0015'NOT RECOVERED, A NEW OVERPASS BRIDGE HAS BEEN BUILT AND EXACT LOCATION
 ND0015'COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1364 ***********************************************************************
 KX1364  DESIGNATION -  J 130
 KX1364  PID         -  KX1364
 KX1364  STATE/COUNTY-  PA/ALLEGHENY
 KX1364  USGS QUAD   -  MC KEESPORT (1993)
 KX1364
 KX1364                         *CURRENT SURVEY CONTROL
 KX1364  ___________________________________________________________________
 KX1364* NAD 83(1986)-  40 17 52.     (N)    079 47 39.     (W)     SCALED    
 KX1364* NAVD 88     -       229.574  (meters)     753.19   (feet)  ADJUSTED  
 KX1364  ___________________________________________________________________
 KX1364  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 KX1364  DYNAMIC HT  -         229.454 (meters)     752.80  (feet)  COMP
 KX1364  MODELED GRAV-     980,096.5   (mgal)                       NAVD 88
 KX1364
 KX1364  VERT ORDER  -  FIRST     CLASS II
 KX1364
 KX1364.The horizontal coordinates were scaled from a topographic map and have
 KX1364.an estimated accuracy of +/- 6 seconds.
 KX1364
 KX1364.The orthometric height was determined by differential leveling
 KX1364.and adjusted by the National Geodetic Survey in June 1991..
 KX1364
 KX1364.The geoid height was determined by GEOID03.
 KX1364
 KX1364.The dynamic height is computed by dividing the NAVD 88
 KX1364.geopotential number by the normal gravity value computed on the
 KX1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1364.degrees latitude (g = 980.6199 gals.).
 KX1364
 KX1364.The modeled gravity was interpolated from observed gravity values.
 KX1364
 KX1364;                    North         East    Units  Estimated Accuracy
 KX1364;SPC PA S     -   109,100.      426,220.      MT  (+/- 180 meters Scaled)
 KX1364
 KX1364                          SUPERSEDED SURVEY CONTROL
 KX1364
 KX1364  NGVD 29 (??/??/92)  229.754  (m)          753.78   (f) ADJ UNCH    1 2
 KX1364
 KX1364.Superseded values are not recommended for survey control.
 KX1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1364.See file dsdata.txt to determine how the superseded data were derived.
 KX1364
 KX1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE024615(NAD 83)
 KX1364_MARKER: DB = BENCH MARK DISK
 KX1364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1364_SP_SET: SIGNAL TOWER BASE
 KX1364_STAMPING: J 130 1941
 KX1364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1364
 KX1364  HISTORY     - Date     Condition        Report By
 KX1364  HISTORY     - 1941     MONUMENTED       CGS
 KX1364
 KX1364                          STATION DESCRIPTION
 KX1364
 KX1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1364'8.7 MI SE FROM MC KEESPORT.
 KX1364'8.7 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KX1364'THE STATION AT MC KEESPORT, ALLEGHENY COUNTY, 18-1/2 RAILS
 KX1364'NORTHEAST OF MILEPOST 305, AT SIGNAL TOWER 304.45, IN THE
 KX1364'SOUTHWEST CORNER OF THE BASE, AND 9.2 FEET NORTH OF THE NORTH
 KX1364'RAIL OF THE WEST BOUND TRACK.  A STANDARD DISK, STAMPED J 130 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1285 ***********************************************************************
 KX1285  DESIGNATION -  J 132
 KX1285  PID         -  KX1285
 KX1285  STATE/COUNTY-  PA/WASHINGTON
 KX1285  USGS QUAD   -  CALIFORNIA (1979)
 KX1285
 KX1285                         *CURRENT SURVEY CONTROL
 KX1285  ___________________________________________________________________
 KX1285* NAD 83(1986)-  40 04 23.     (N)    079 54 12.     (W)     SCALED    
 KX1285* NAVD 88     -       237.344  (meters)     778.69   (feet)  ADJUSTED  
 KX1285  ___________________________________________________________________
 KX1285  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KX1285  DYNAMIC HT  -         237.215 (meters)     778.26  (feet)  COMP
 KX1285  MODELED GRAV-     980,075.2   (mgal)                       NAVD 88
 KX1285
 KX1285  VERT ORDER  -  FIRST     CLASS II
 KX1285
 KX1285.The horizontal coordinates were scaled from a topographic map and have
 KX1285.an estimated accuracy of +/- 6 seconds.
 KX1285
 KX1285.The orthometric height was determined by differential leveling
 KX1285.and adjusted by the National Geodetic Survey in June 1991..
 KX1285
 KX1285.The geoid height was determined by GEOID03.
 KX1285
 KX1285.The dynamic height is computed by dividing the NAVD 88
 KX1285.geopotential number by the normal gravity value computed on the
 KX1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1285.degrees latitude (g = 980.6199 gals.).
 KX1285
 KX1285.The modeled gravity was interpolated from observed gravity values.
 KX1285
 KX1285;                    North         East    Units  Estimated Accuracy
 KX1285;SPC PA S     -    84,370.      416,340.      MT  (+/- 180 meters Scaled)
 KX1285
 KX1285                          SUPERSEDED SURVEY CONTROL
 KX1285
 KX1285  NGVD 29 (??/??/92)  237.532  (m)          779.30   (f) ADJ UNCH    1 2
 KX1285
 KX1285.Superseded values are not recommended for survey control.
 KX1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1285.See file dsdata.txt to determine how the superseded data were derived.
 KX1285
 KX1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE935364(NAD 83)
 KX1285_MARKER: DB = BENCH MARK DISK
 KX1285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1285_SP_SET: ABUTMENT
 KX1285_STAMPING: J 132 1941
 KX1285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1285
 KX1285  HISTORY     - Date     Condition        Report By
 KX1285  HISTORY     - 1941     MONUMENTED       CGS
 KX1285  HISTORY     - 1983     MARK NOT FOUND   NGS
 KX1285
 KX1285                          STATION DESCRIPTION
 KX1285
 KX1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1285'0.8 MI NW FROM CALIFORNIA.
 KX1285'0.8 MILE NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1285'STATION AT CALIFORNIA, 23-1/2 RAILS SOUTH OF MILEPOST 48,
 KX1285'AT BRIDGE NO. 48.06, IN THE NORTHEAST CORNER OF THE NORTHWEST
 KX1285'ABUTMENT, AND 7 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 KX1285'NORTHEAST TRACK.  A STANDARD DISK, STAMPED J 132 1941.
 KX1285
 KX1285                          STATION RECOVERY (1983)
 KX1285
 KX1285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1285'NOT RECOVERED, BELIEVED DESTROYED AS THERE IS NO LONGER A SMALL BRIDGE
 KX1285'AT MARK LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0898 ***********************************************************************
 KX0898  DESIGNATION -  J 134
 KX0898  PID         -  KX0898
 KX0898  STATE/COUNTY-  PA/ARMSTRONG
 KX0898  USGS QUAD   -  MOSGROVE (1993)
 KX0898
 KX0898                         *CURRENT SURVEY CONTROL
 KX0898  ___________________________________________________________________
 KX0898* NAD 83(1986)-  40 51 45.     (N)    079 28 58.     (W)     SCALED    
 KX0898* NAVD 88     -       247.012  (meters)     810.41   (feet)  ADJUSTED  
 KX0898  ___________________________________________________________________
 KX0898  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 KX0898  DYNAMIC HT  -         246.891 (meters)     810.01  (feet)  COMP
 KX0898  MODELED GRAV-     980,126.6   (mgal)                       NAVD 88
 KX0898
 KX0898  VERT ORDER  -  FIRST     CLASS II
 KX0898
 KX0898.The horizontal coordinates were scaled from a topographic map and have
 KX0898.an estimated accuracy of +/- 6 seconds.
 KX0898
 KX0898.The orthometric height was determined by differential leveling
 KX0898.and adjusted by the National Geodetic Survey in June 1991..
 KX0898.WARNING-Repeat measurements at this control monument indicate possible
 KX0898.vertical movement.
 KX0898
 KX0898.The geoid height was determined by GEOID03.
 KX0898
 KX0898.The dynamic height is computed by dividing the NAVD 88
 KX0898.geopotential number by the normal gravity value computed on the
 KX0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0898.degrees latitude (g = 980.6199 gals.).
 KX0898
 KX0898.The modeled gravity was interpolated from observed gravity values.
 KX0898
 KX0898;                    North         East    Units  Estimated Accuracy
 KX0898;SPC PA S     -   171,230.      453,920.      MT  (+/- 180 meters Scaled)
 KX0898
 KX0898                          SUPERSEDED SURVEY CONTROL
 KX0898
 KX0898  NGVD 29 (06/03/92)  247.190  (m)          810.99   (f) ADJUSTED    1 2
 KX0898
 KX0898.Superseded values are not recommended for survey control.
 KX0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0898.See file dsdata.txt to determine how the superseded data were derived.
 KX0898
 KX0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF278246(NAD 83)
 KX0898_MARKER: DB = BENCH MARK DISK
 KX0898_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0898_SP_SET: BRIDGE
 KX0898_STAMPING: J 134 1941
 KX0898_MARK LOGO: CGS   
 KX0898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0898_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KX0898+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 KX0898
 KX0898  HISTORY     - Date     Condition        Report By
 KX0898  HISTORY     - 1941     MONUMENTED       CGS
 KX0898  HISTORY     - 1982     GOOD             NGS
 KX0898  HISTORY     - 20050901 GOOD             PADT
 KX0898
 KX0898                          STATION DESCRIPTION
 KX0898
 KX0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX0898'0.5 MI SW FROM MOSGROVE.
 KX0898'0.5 MILE SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0898'STATION AT MOSGROVE, ARMSTRONG COUNTY, 153 FEET LANDWARD OF
 KX0898'MILEPOST 49, 41.2 FEET LANDWARD OF THE LAND RAIL, AT THE HIGHWAY
 KX0898'BRIDGE OVER HAYS CREEK, IN THE TOP OF THE WEST HEADWALL, AND
 KX0898'3.1 FEET ABOVE THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED J
 KX0898'134 1941.
 KX0898
 KX0898                          STATION RECOVERY (1982)
 KX0898
 KX0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KX0898'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 KX0898'1.0 KM (0.6 MI) SOUTHWEST ALONG KITTANNING, TEMPLETON RIVER ROAD FROM
 KX0898'THE CHESAPEAKE AND OHIO RAILROAD BRIDGE OVER THE ALLEGHENY RIVER IN
 KX0898'MOSGROVE TO THE MARK ON THE RIGHT, IN TOP OF AND NEAR THE SOUTHWEST
 KX0898'END OF THE NORTHWEST CONCRETE GUARD RAIL OF THE BRIDGE OVER HAYS RUN
 KX0898'CREEK, 0.08 KM (0.05 MI) NORTHEAST OF THE JUNCTION OF HAYS RUN ROAD,
 KX0898'3.65 METERS (12.0 FT) NORTHWEST OF THE CENTER OF THE ROAD AND
 KX0898'0.30 METERS (1.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 KX0898'NORTHWEST GUARD
 KX0898'RAIL OF THE BRIDGE.
 KX0898'THE MARK IS 1.06 M ABOVE HIGHWAY.
 KX0898
 KX0898                          STATION RECOVERY (2005)
 KX0898
 KX0898'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 KX0898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0104 ***********************************************************************
 ND0104  DESIGNATION -  J 135
 ND0104  PID         -  ND0104
 ND0104  STATE/COUNTY-  PA/ERIE
 ND0104  USGS QUAD   -  ERIE SOUTH (1996)
 ND0104
 ND0104                         *CURRENT SURVEY CONTROL
 ND0104  ___________________________________________________________________
 ND0104* NAD 83(1986)-  42 01 55.     (N)    080 00 40.     (W)     SCALED    
 ND0104* NAVD 88     -       372.386  (meters)    1221.74   (feet)  ADJUSTED  
 ND0104  ___________________________________________________________________
 ND0104  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 ND0104  DYNAMIC HT  -         372.241 (meters)    1221.26  (feet)  COMP
 ND0104  MODELED GRAV-     980,220.9   (mgal)                       NAVD 88
 ND0104
 ND0104  VERT ORDER  -  FIRST     CLASS II
 ND0104
 ND0104.The horizontal coordinates were scaled from a topographic map and have
 ND0104.an estimated accuracy of +/- 6 seconds.
 ND0104
 ND0104.The orthometric height was determined by differential leveling
 ND0104.and adjusted by the National Geodetic Survey in June 1991..
 ND0104
 ND0104.The geoid height was determined by GEOID03.
 ND0104
 ND0104.The dynamic height is computed by dividing the NAVD 88
 ND0104.geopotential number by the normal gravity value computed on the
 ND0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0104.degrees latitude (g = 980.6199 gals.).
 ND0104
 ND0104.The modeled gravity was interpolated from observed gravity values.
 ND0104
 ND0104;                    North         East    Units  Estimated Accuracy
 ND0104;SPC PA N     -   209,600.      412,780.      MT  (+/- 180 meters Scaled)
 ND0104
 ND0104                          SUPERSEDED SURVEY CONTROL
 ND0104
 ND0104  NGVD 29 (??/??/92)  372.550  (m)         1222.27   (f) ADJ UNCH    1 2
 ND0104
 ND0104.Superseded values are not recommended for survey control.
 ND0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0104.See file dsdata.txt to determine how the superseded data were derived.
 ND0104
 ND0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG818537(NAD 83)
 ND0104_MARKER: DB = BENCH MARK DISK
 ND0104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ND0104_SP_SET: CULVERT
 ND0104_STAMPING: J 135 1941
 ND0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ND0104
 ND0104  HISTORY     - Date     Condition        Report By
 ND0104  HISTORY     - 1941     MONUMENTED       CGS
 ND0104  HISTORY     - 1950     GOOD             NGS
 ND0104
 ND0104                          STATION DESCRIPTION
 ND0104
 ND0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 ND0104'6.3 MI N FROM WATERFORD.
 ND0104'6.3 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 ND0104'AT WATERFORD, ERIE COUNTY, 30 RAILS SOUTHEAST OF MILEPOST 12, 76.4
 ND0104'FEET EAST-SOUTHEAST OF THE WHISTLE SIGN OF THE SOUTHBOUND TRACK,
 ND0104'16 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AT A STONE CULVERT,
 ND0104'IN THE NORTHEAST CORNER OF THE SOUTHEAST ABUTMENT, 9 FEET NORTHEAST
 ND0104'OF THE NORTHEAST RAIL OF THE TRACK, AND 3 FEET LOWER THAN THE TRACK.
 ND0104'A STANDARD DISK, STAMPED J 135 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1864 ***********************************************************************
 KX1864  DESIGNATION -  J 137 RESET
 KX1864  PID         -  KX1864
 KX1864  STATE/COUNTY-  PA/INDIANA
 KX1864  USGS QUAD   -  SALTSBURG (1973)
 KX1864
 KX1864                         *CURRENT SURVEY CONTROL
 KX1864  ___________________________________________________________________
 KX1864* NAD 83(1986)-  40 29 11.     (N)    079 27 06.     (W)     SCALED    
 KX1864* NAVD 88     -       260.81   (+/-2cm)     855.7    (feet)  VERTCON   
 KX1864  ___________________________________________________________________
 KX1864  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KX1864
 KX1864  VERT ORDER  -  THIRD (See Below)
 KX1864
 KX1864.The horizontal coordinates were scaled from a topographic map and have
 KX1864.an estimated accuracy of +/- 6 seconds.
 KX1864
 KX1864.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX1864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX1864.The vertical order pertains to the NGVD 29 superseded value.
 KX1864
 KX1864.The geoid height was determined by GEOID03.
 KX1864
 KX1864;                    North         East    Units  Estimated Accuracy
 KX1864;SPC PA S     -   129,420.      455,740.      MT  (+/- 180 meters Scaled)
 KX1864
 KX1864                          SUPERSEDED SURVEY CONTROL
 KX1864
 KX1864  NGVD 29 (02/24/03)  260.99   (m)          856.3    (f) RESET       3  
 KX1864
 KX1864.Superseded values are not recommended for survey control.
 KX1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1864.See file dsdata.txt to determine how the superseded data were derived.
 KX1864
 KX1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE312828(NAD 83)
 KX1864_MARKER: DB = BENCH MARK DISK
 KX1864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1864_STAMPING: J 137 RESET 1976
 KX1864_PROJECTION: FLUSH
 KX1864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1864+STABILITY: SURFACE MOTION
 KX1864
 KX1864  HISTORY     - Date     Condition        Report By
 KX1864  HISTORY     - 1976     MONUMENTED       NGS
 KX1864
 KX1864                          STATION DESCRIPTION
 KX1864
 KX1864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 KX1864'IN SALTSBURG.
 KX1864'THE MARK IS IN THE UPPER LANDING OF A SET OF STEPS ON THE
 KX1864'SOUTH EDGE OF THE SONS OF ZEBEDEE LUTHERN CHURCH OF SALTSBURG,
 KX1864'BETWEEN CHESTNUT STREET AND WASHINGTON STREET AND 122 FEET SOUTHWEST
 KX1864'OF THE CENTER OF SALT STREET,  ALSO 10 FEET SOUTHWEST OF THE
 KX1864'SOUTH CORNER OF THE MAIN BUILDING, 4.5 FEET SOUTHEAST OF THE EAST
 KX1864'CORNER OF A SMALLER BUILDING ON THE SOUTHWEST SIDE OF THE CHURCH
 KX1864'AND ABOUT 100 PACES NORTH OF A LARGE BRIDGE ON WASHINGTON STREET,
 KX1864'IN THE CONCRETE STEPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1229 ***********************************************************************
 MA1229  DESIGNATION -  J 138
 MA1229  PID         -  MA1229
 MA1229  STATE/COUNTY-  PA/VENANGO
 MA1229  USGS QUAD   -  KENNERDELL (1981)
 MA1229
 MA1229                         *CURRENT SURVEY CONTROL
 MA1229  ___________________________________________________________________
 MA1229* NAD 83(1986)-  41 15 32.     (N)    079 47 48.     (W)     SCALED    
 MA1229* NAVD 88     -       284.513  (meters)     933.44   (feet)  ADJUSTED  
 MA1229  ___________________________________________________________________
 MA1229  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 MA1229  DYNAMIC HT  -         284.381 (meters)     933.01  (feet)  COMP
 MA1229  MODELED GRAV-     980,154.3   (mgal)                       NAVD 88
 MA1229
 MA1229  VERT ORDER  -  FIRST     CLASS II
 MA1229
 MA1229.The horizontal coordinates were scaled from a topographic map and have
 MA1229.an estimated accuracy of +/- 6 seconds.
 MA1229
 MA1229.The orthometric height was determined by differential leveling
 MA1229.and adjusted by the National Geodetic Survey in June 1991..
 MA1229
 MA1229.The geoid height was determined by GEOID03.
 MA1229
 MA1229.The dynamic height is computed by dividing the NAVD 88
 MA1229.geopotential number by the normal gravity value computed on the
 MA1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1229.degrees latitude (g = 980.6199 gals.).
 MA1229
 MA1229.The modeled gravity was interpolated from observed gravity values.
 MA1229
 MA1229;                    North         East    Units  Estimated Accuracy
 MA1229;SPC PA N     -   123,320.      428,500.      MT  (+/- 180 meters Scaled)
 MA1229
 MA1229                          SUPERSEDED SURVEY CONTROL
 MA1229
 MA1229  NGVD 29 (??/??/92)  284.684  (m)          934.00   (f) ADJ UNCH    1 2
 MA1229
 MA1229.Superseded values are not recommended for survey control.
 MA1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1229.See file dsdata.txt to determine how the superseded data were derived.
 MA1229
 MA1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF008681(NAD 83)
 MA1229_MARKER: DB = BENCH MARK DISK
 MA1229_SETTING: 80 = SET IN A BOULDER
 MA1229_SP_SET: BOULDER
 MA1229_STAMPING: J 138 1941
 MA1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1229+STABILITY: SURFACE MOTION
 MA1229
 MA1229  HISTORY     - Date     Condition        Report By
 MA1229  HISTORY     - 1941     MONUMENTED       CGS
 MA1229
 MA1229                          STATION DESCRIPTION
 MA1229
 MA1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA1229'1 MI N FROM ST GEORGE.
 MA1229'ABOUT 1 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM ST.
 MA1229'GEORGE, VENANGO COUNTY, ABOUT 1 MILE UPSTREAM FROM GEORGE
 MA1229'CROSSING, 246 FEET DOWNSTREAM FROM MILEPOST 103, 20.8 FEET
 MA1229'LANDWARD OF THE LAND RAIL, 10.5 FEET RIVERWARD AND DOWNSTREAM
 MA1229'FROM A TELEGRAPH POLE, AND IN THE TOP OF A BOULDER.  A STANDARD
 MA1229'DISK, STAMPED J 138 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0797 ***********************************************************************
 MA0797  DESIGNATION -  J 139
 MA0797  PID         -  MA0797
 MA0797  STATE/COUNTY-  PA/WARREN
 MA0797  USGS QUAD   -  COBHAM (1977)
 MA0797
 MA0797                         *CURRENT SURVEY CONTROL
 MA0797  ___________________________________________________________________
 MA0797* NAD 83(1986)-  41 44 52.     (N)    079 18 56.     (W)     SCALED    
 MA0797* NAVD 88     -       346.897  (meters)    1138.11   (feet)  ADJUSTED  
 MA0797  ___________________________________________________________________
 MA0797  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 MA0797  DYNAMIC HT  -         346.744 (meters)    1137.61  (feet)  COMP
 MA0797  MODELED GRAV-     980,175.0   (mgal)                       NAVD 88
 MA0797
 MA0797  VERT ORDER  -  FIRST     CLASS II
 MA0797
 MA0797.The horizontal coordinates were scaled from a topographic map and have
 MA0797.an estimated accuracy of +/- 6 seconds.
 MA0797
 MA0797.The orthometric height was determined by differential leveling
 MA0797.and adjusted by the National Geodetic Survey in June 1991..
 MA0797
 MA0797.The geoid height was determined by GEOID03.
 MA0797
 MA0797.The dynamic height is computed by dividing the NAVD 88
 MA0797.geopotential number by the normal gravity value computed on the
 MA0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0797.degrees latitude (g = 980.6199 gals.).
 MA0797
 MA0797.The modeled gravity was interpolated from observed gravity values.
 MA0797
 MA0797;                    North         East    Units  Estimated Accuracy
 MA0797;SPC PA N     -   176,770.      469,790.      MT  (+/- 180 meters Scaled)
 MA0797
 MA0797                          SUPERSEDED SURVEY CONTROL
 MA0797
 MA0797  NGVD 29 (??/??/92)  347.056  (m)         1138.63   (f) ADJ UNCH    1 2
 MA0797
 MA0797.Superseded values are not recommended for survey control.
 MA0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0797.See file dsdata.txt to determine how the superseded data were derived.
 MA0797
 MA0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG400231(NAD 83)
 MA0797_MARKER: DB = BENCH MARK DISK
 MA0797_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0797_SP_SET: RETAINING WALL
 MA0797_STAMPING: J 139 1941
 MA0797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0797
 MA0797  HISTORY     - Date     Condition        Report By
 MA0797  HISTORY     - 1941     MONUMENTED       CGS
 MA0797  HISTORY     - 1965     MARK NOT FOUND   NGS
 MA0797  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 MA0797
 MA0797                          STATION DESCRIPTION
 MA0797
 MA0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA0797'7.1 MI S FROM IRVINETON.
 MA0797'ABOUT 7.1 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0797'IRVINETON, WARREN COUNTY, ABOUT 250 FEET SOUTH OF MILEPOST 43,
 MA0797'ACROSS THE ALLEGHENY RIVER FROM THE LOWER END OF WILDWOOD
 MA0797'RESORT, 104 FEET DOWNSTREAM FROM POLE 42+35, 12.3 FEET LANDWARD
 MA0797'OF THE LAND RAIL, AND IN THE TOP OF A ROCK RETAINING WALL.  A
 MA0797'STANDARD DISK, STAMPED J 139 1941.
 MA0797
 MA0797                          STATION RECOVERY (1965)
 MA0797
 MA0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 MA0797'MARK NOT FOUND.
 MA0797
 MA0797                          STATION RECOVERY (2003)
 MA0797
 MA0797'RECOVERY NOTE BY US POWER SQUADRON 2003 (DW)
 MA0797'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1288 ***********************************************************************
 MA1288  DESIGNATION -  J 140
 MA1288  PID         -  MA1288
 MA1288  STATE/COUNTY-  PA/VENANGO
 MA1288  USGS QUAD   -  OIL CITY (1977)
 MA1288
 MA1288                         *CURRENT SURVEY CONTROL
 MA1288  ___________________________________________________________________
 MA1288* NAD 83(1986)-  41 25 45.     (N)    079 40 15.     (W)     SCALED    
 MA1288* NAVD 88     -       308.125  (meters)    1010.91   (feet)  ADJUSTED  
 MA1288  ___________________________________________________________________
 MA1288  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 MA1288  DYNAMIC HT  -         307.989 (meters)    1010.46  (feet)  COMP
 MA1288  MODELED GRAV-     980,173.6   (mgal)                       NAVD 88
 MA1288
 MA1288  VERT ORDER  -  FIRST     CLASS II
 MA1288
 MA1288.The horizontal coordinates were scaled from a topographic map and have
 MA1288.an estimated accuracy of +/- 6 seconds.
 MA1288
 MA1288.The orthometric height was determined by differential leveling
 MA1288.and adjusted by the National Geodetic Survey in June 1991..
 MA1288
 MA1288.The geoid height was determined by GEOID03.
 MA1288
 MA1288.The dynamic height is computed by dividing the NAVD 88
 MA1288.geopotential number by the normal gravity value computed on the
 MA1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1288.degrees latitude (g = 980.6199 gals.).
 MA1288
 MA1288.The modeled gravity was interpolated from observed gravity values.
 MA1288
 MA1288;                    North         East    Units  Estimated Accuracy
 MA1288;SPC PA N     -   141,990.      439,460.      MT  (+/- 180 meters Scaled)
 MA1288
 MA1288                          SUPERSEDED SURVEY CONTROL
 MA1288
 MA1288  NGVD 29 (??/??/92)  308.303  (m)         1011.49   (f) ADJ UNCH    1 2
 MA1288
 MA1288.Superseded values are not recommended for survey control.
 MA1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1288.See file dsdata.txt to determine how the superseded data were derived.
 MA1288
 MA1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF110872(NAD 83)
 MA1288_MARKER: DB = BENCH MARK DISK
 MA1288_SETTING: 80 = SET IN A BOULDER
 MA1288_SP_SET: BOULDER
 MA1288_STAMPING: J 140 1941
 MA1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1288+STABILITY: SURFACE MOTION
 MA1288
 MA1288  HISTORY     - Date     Condition        Report By
 MA1288  HISTORY     - 1941     MONUMENTED       CGS
 MA1288
 MA1288                          STATION DESCRIPTION
 MA1288
 MA1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA1288'3 MI E FROM OIL CITY.
 MA1288'ABOUT 3.0 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA1288'STATION AT OIL CITY, VENANGO COUNTY, 53.1 FEET NORTHWEST OF
 MA1288'MILEPOST 3, ABOUT 315 FEET EAST OF A 9-FOOT WOODEN OIL TANK, 4.8
 MA1288'FEET NORTH OF THE NORTH RAIL, IN A BOULDER, AND ABOUT 0.8 FOOT
 MA1288'HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED J 140 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0939 ***********************************************************************
 KW0939  DESIGNATION -  J 141
 KW0939  PID         -  KW0939
 KW0939  STATE/COUNTY-  PA/DAUPHIN
 KW0939  USGS QUAD   -  HARRISBURG WEST (1987)
 KW0939
 KW0939                         *CURRENT SURVEY CONTROL
 KW0939  ___________________________________________________________________
 KW0939* NAD 83(1986)-  40 22 08.     (N)    076 56 36.     (W)     SCALED    
 KW0939* NAVD 88     -       106.425  (meters)     349.16   (feet)  ADJUSTED  
 KW0939  ___________________________________________________________________
 KW0939  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 KW0939  DYNAMIC HT  -         106.372 (meters)     348.99  (feet)  COMP
 KW0939  MODELED GRAV-     980,131.0   (mgal)                       NAVD 88
 KW0939
 KW0939  VERT ORDER  -  FIRST     CLASS II
 KW0939
 KW0939.The horizontal coordinates were scaled from a topographic map and have
 KW0939.an estimated accuracy of +/- 6 seconds.
 KW0939
 KW0939.The orthometric height was determined by differential leveling
 KW0939.and adjusted by the National Geodetic Survey in June 1991..
 KW0939
 KW0939.The geoid height was determined by GEOID03.
 KW0939
 KW0939.The dynamic height is computed by dividing the NAVD 88
 KW0939.geopotential number by the normal gravity value computed on the
 KW0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0939.degrees latitude (g = 980.6199 gals.).
 KW0939
 KW0939.The modeled gravity was interpolated from observed gravity values.
 KW0939
 KW0939;                    North         East    Units  Estimated Accuracy
 KW0939;SPC PA S     -   115,300.      668,510.      MT  (+/- 180 meters Scaled)
 KW0939
 KW0939                          SUPERSEDED SURVEY CONTROL
 KW0939
 KW0939  NGVD 29 (??/??/??)  106.646  (m)          349.89   (f) ADJUSTED    1 2
 KW0939
 KW0939.Superseded values are not recommended for survey control.
 KW0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0939.See file dsdata.txt to determine how the superseded data were derived.
 KW0939
 KW0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK350705(NAD 83)
 KW0939_MARKER: DB = BENCH MARK DISK
 KW0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0939_STAMPING: J 141 1941
 KW0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0939+STABILITY: SURFACE MOTION
 KW0939
 KW0939  HISTORY     - Date     Condition        Report By
 KW0939  HISTORY     - 1941     MONUMENTED       CGS
 KW0939
 KW0939                          STATION DESCRIPTION
 KW0939
 KW0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW0939'0.8 MI N FROM DAUPHIN.
 KW0939'ALONG THE P.R.R., SET IN THE TOP OF A CONCRETE POST, 0.2 MILE
 KW0939'DOWNSTREAM FROM THE NORTHERN CITY LIMTIS OF DAUPHIN, 36 FEET
 KW0939'SE OF THE CENTERLINE OF A COUNTRY ROAD CROSSING, 6.5 FEET
 KW0939'DOWNSTREAM FROM A NO TRESPASSING SIGN, 11 FEET RIVERWARD FROM AN
 KW0939'ELM TREE.  22 FEET LANDWARD OF LAND RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0940 ***********************************************************************
 KW0940  DESIGNATION -  J 141 PADH RESET 1942
 KW0940  PID         -  KW0940
 KW0940  STATE/COUNTY-  PA/DAUPHIN
 KW0940  USGS QUAD   -  HARRISBURG WEST (1987)
 KW0940
 KW0940                         *CURRENT SURVEY CONTROL
 KW0940  ___________________________________________________________________
 KW0940* NAD 83(1986)-  40 22 08.     (N)    076 56 36.     (W)     SCALED    
 KW0940* NAVD 88     -       106.683  (meters)     350.01   (feet)  ADJUSTED  
 KW0940  ___________________________________________________________________
 KW0940  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 KW0940  DYNAMIC HT  -         106.630 (meters)     349.84  (feet)  COMP
 KW0940  MODELED GRAV-     980,131.0   (mgal)                       NAVD 88
 KW0940
 KW0940  VERT ORDER  -  SECOND    CLASS 0
 KW0940
 KW0940.The horizontal coordinates were scaled from a topographic map and have
 KW0940.an estimated accuracy of +/- 6 seconds.
 KW0940
 KW0940.The orthometric height was determined by differential leveling
 KW0940.and adjusted by the National Geodetic Survey in June 1991..
 KW0940
 KW0940.The geoid height was determined by GEOID03.
 KW0940
 KW0940.The dynamic height is computed by dividing the NAVD 88
 KW0940.geopotential number by the normal gravity value computed on the
 KW0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0940.degrees latitude (g = 980.6199 gals.).
 KW0940
 KW0940.The modeled gravity was interpolated from observed gravity values.
 KW0940
 KW0940;                    North         East    Units  Estimated Accuracy
 KW0940;SPC PA S     -   115,300.      668,510.      MT  (+/- 180 meters Scaled)
 KW0940
 KW0940                          SUPERSEDED SURVEY CONTROL
 KW0940
 KW0940  NGVD 29 (??/??/??)  106.906  (m)          350.74   (f) ADJUSTED    2 0
 KW0940
 KW0940.Superseded values are not recommended for survey control.
 KW0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0940.See file dsdata.txt to determine how the superseded data were derived.
 KW0940
 KW0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK350705(NAD 83)
 KW0940_MARKER: DB = BENCH MARK DISK
 KW0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0940_STAMPING: J 141 RESET 1942
 KW0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0940+STABILITY: SURFACE MOTION
 KW0940
 KW0940  HISTORY     - Date     Condition        Report By
 KW0940  HISTORY     - 1942     MONUMENTED       PADH
 KW0940  HISTORY     - 1956     MARK NOT FOUND   CGS
 KW0940
 KW0940                          STATION DESCRIPTION
 KW0940
 KW0940'DESCRIBED BY PA DEPT OF HIGHWAYS 1942
 KW0940'0.8 MI NW FROM DAUPHIN.
 KW0940'ABOUT 0.8 MILE NORTHWEST ALONG U.S. HIGHWAY 11 FROM THE PENNSYLVANIA
 KW0940'RAILROAD STATION AT DAUPHIN, DAUPHIN COUNTY, ABOUT 0.3 MILE
 KW0940'WEST OF THE WEST LINE OF DAUPHIN BOROUGH, ABOUT 35 FEET SOUTHWEST
 KW0940'OF A PRIVATE CROSS ROAD, AT STATION 482+86, AND 50 FEET NORTH
 KW0940'OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 KW0940'J 141 RESET 1942 AND SET IN THE TOP OF A CONCRETE POST.
 KW0940
 KW0940                          STATION RECOVERY (1956)
 KW0940
 KW0940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 KW0940'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0039 ***********************************************************************
 MB0039  DESIGNATION -  J 142
 MB0039  PID         -  MB0039
 MB0039  STATE/COUNTY-  PA/CRAWFORD
 MB0039  USGS QUAD   -  CAMBRIDGE SPRINGS (1975)
 MB0039
 MB0039                         *CURRENT SURVEY CONTROL
 MB0039  ___________________________________________________________________
 MB0039* NAD 83(1986)-  41 48 12.     (N)    080 03 49.     (W)     SCALED    
 MB0039* NAVD 88     -       353.164  (meters)    1158.67   (feet)  ADJUSTED  
 MB0039  ___________________________________________________________________
 MB0039  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 MB0039  DYNAMIC HT  -         353.019 (meters)    1158.20  (feet)  COMP
 MB0039  MODELED GRAV-     980,201.8   (mgal)                       NAVD 88
 MB0039
 MB0039  VERT ORDER  -  FIRST     CLASS II
 MB0039
 MB0039.The horizontal coordinates were scaled from a topographic map and have
 MB0039.an estimated accuracy of +/- 6 seconds.
 MB0039
 MB0039.The orthometric height was determined by differential leveling
 MB0039.and adjusted by the National Geodetic Survey in June 1991..
 MB0039
 MB0039.The geoid height was determined by GEOID03.
 MB0039
 MB0039.The dynamic height is computed by dividing the NAVD 88
 MB0039.geopotential number by the normal gravity value computed on the
 MB0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0039.degrees latitude (g = 980.6199 gals.).
 MB0039
 MB0039.The modeled gravity was interpolated from observed gravity values.
 MB0039
 MB0039;                    North         East    Units  Estimated Accuracy
 MB0039;SPC PA N     -   184,330.      407,750.      MT  (+/- 180 meters Scaled)
 MB0039
 MB0039                          SUPERSEDED SURVEY CONTROL
 MB0039
 MB0039  NGVD 29 (06/03/92)  353.318  (m)         1159.18   (f) ADJUSTED    1 2
 MB0039
 MB0039.Superseded values are not recommended for survey control.
 MB0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0039.See file dsdata.txt to determine how the superseded data were derived.
 MB0039
 MB0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG777283(NAD 83)
 MB0039_MARKER: DB = BENCH MARK DISK
 MB0039_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0039_SP_SET: ABUTMENT
 MB0039_STAMPING: J 142 1941
 MB0039_MARK LOGO: CGS   
 MB0039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0039
 MB0039  HISTORY     - Date     Condition        Report By
 MB0039  HISTORY     - 1941     MONUMENTED       CGS
 MB0039  HISTORY     - 1982     GOOD             NGS
 MB0039
 MB0039                          STATION DESCRIPTION
 MB0039
 MB0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MB0039'AT CAMBRIDGE SPRINGS.
 MB0039'AT CAMBRIDGE SPRINGS, 0.3 MILE WEST ALONG THE ERIE RAILROAD
 MB0039'FROM THE STATION, 32.6 FEET NORTHWEST OF MILEPOST 88, AT
 MB0039'BRIDGE NO. 88.00, IN THE NORTH CORNER OF THE WEST ABUTMENT,
 MB0039'35.3 FEET NORTH OF THE NORTH RAIL OF THE WESTBOUND TRACK, AND
 MB0039'1.5 FEET SOUTHEAST OF THE BRIDGE SIGNPOST.  A STANDARD DISK,
 MB0039'STAMPED J 142 1941.
 MB0039
 MB0039                          STATION RECOVERY (1982)
 MB0039
 MB0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MB0039'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 MB0039'0.3 KM (0.2 MI) SOUTHWEST ALONG U.S. HIGHWAY 19 FROM THE BRIDGE OVER
 MB0039'FRENCH CREEK IN CAMBRIDGE SPRINGS TO A RAILROAD CROSSING THENCE 0.3 KM
 MB0039'(0.2 MI) SOUTHWEST ALONG RAILROAD TRACKS TO THE MARK ON THE RIGHT.  IT
 MB0039'IS 10.8 METERS (35.3 FT) NORTH OF NORTH RAIL OF RAILROAD AND
 MB0039'9.9 METERS (32.5 FT) NORTHWEST OF MILE POST 88.
 MB0039'THE MARK IS 0.91 M BELOW RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1492 ***********************************************************************
 MA1492  DESIGNATION -  J 143
 MA1492  PID         -  MA1492
 MA1492  STATE/COUNTY-  PA/ERIE
 MA1492  USGS QUAD   -  CORRY (1993)
 MA1492
 MA1492                         *CURRENT SURVEY CONTROL
 MA1492  ___________________________________________________________________
 MA1492* NAD 83(1986)-  41 54 22.     (N)    079 42 44.     (W)     SCALED    
 MA1492* NAVD 88     -       417.984  (meters)    1371.34   (feet)  ADJUSTED  
 MA1492  ___________________________________________________________________
 MA1492  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 MA1492  DYNAMIC HT  -         417.812 (meters)    1370.77  (feet)  COMP
 MA1492  MODELED GRAV-     980,197.5   (mgal)                       NAVD 88
 MA1492
 MA1492  VERT ORDER  -  FIRST     CLASS II
 MA1492
 MA1492.The horizontal coordinates were scaled from a topographic map and have
 MA1492.an estimated accuracy of +/- 6 seconds.
 MA1492
 MA1492.The orthometric height was determined by differential leveling
 MA1492.and adjusted by the National Geodetic Survey in June 1991..
 MA1492
 MA1492.The geoid height was determined by GEOID03.
 MA1492
 MA1492.The dynamic height is computed by dividing the NAVD 88
 MA1492.geopotential number by the normal gravity value computed on the
 MA1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1492.degrees latitude (g = 980.6199 gals.).
 MA1492
 MA1492.The modeled gravity was interpolated from observed gravity values.
 MA1492
 MA1492;                    North         East    Units  Estimated Accuracy
 MA1492;SPC PA N     -   195,020.      437,210.      MT  (+/- 180 meters Scaled)
 MA1492
 MA1492                          SUPERSEDED SURVEY CONTROL
 MA1492
 MA1492  NGVD 29 (??/??/92)  418.139  (m)         1371.84   (f) ADJ UNCH    1 2
 MA1492
 MA1492.Superseded values are not recommended for survey control.
 MA1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1492.See file dsdata.txt to determine how the superseded data were derived.
 MA1492
 MA1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG068401(NAD 83)
 MA1492_MARKER: DB = BENCH MARK DISK
 MA1492_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1492_SP_SET: ABUTMENT
 MA1492_STAMPING: J 143 1941
 MA1492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1492
 MA1492  HISTORY     - Date     Condition        Report By
 MA1492  HISTORY     - 1941     MONUMENTED       CGS
 MA1492  HISTORY     - 1950     GOOD             NGS
 MA1492
 MA1492                          STATION DESCRIPTION
 MA1492
 MA1492'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA1492'1.7 MI E FROM ELGIN.
 MA1492'1.7 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA1492'AT ELGIN, ERIE COUNTY, ABOUT 19 RAILS EAST OF MILEPOST 33, AT
 MA1492'BRIDGE 33.13, 1.3 FEET SOUTH OF THE NORTH EDGE OF THE WEST
 MA1492'ABUTMENT, 1.1 FEET WEST OF THE EAST EDGE, 6.7 FEET NORTH OF THE
 MA1492'NORTH RAIL OF THE TRACK, AND 2 FEET NORTHWEST OF THE NORTHWEST
 MA1492'GUARDRAIL POST.  A STANDARD DISK, STAMPED J 143 1941.
 MA1492
 MA1492                          STATION RECOVERY (1950)
 MA1492
 MA1492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MA1492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0880 ***********************************************************************
 KW0880  DESIGNATION -  J 144
 KW0880  PID         -  KW0880
 KW0880  STATE/COUNTY-  PA/PERRY
 KW0880  USGS QUAD   -  HARRISBURG WEST (1987)
 KW0880
 KW0880                         *CURRENT SURVEY CONTROL
 KW0880  ___________________________________________________________________
 KW0880* NAD 83(1986)-  40 21 26.     (N)    076 56 19.     (W)     SCALED    
 KW0880* NAVD 88     -       108.409  (meters)     355.67   (feet)  ADJUSTED  
 KW0880  ___________________________________________________________________
 KW0880  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 KW0880  DYNAMIC HT  -         108.356 (meters)     355.50  (feet)  COMP
 KW0880  MODELED GRAV-     980,131.2   (mgal)                       NAVD 88
 KW0880
 KW0880  VERT ORDER  -  FIRST     CLASS I
 KW0880
 KW0880.The horizontal coordinates were scaled from a topographic map and have
 KW0880.an estimated accuracy of +/- 6 seconds.
 KW0880
 KW0880.The orthometric height was determined by differential leveling
 KW0880.and adjusted by the National Geodetic Survey in June 1991..
 KW0880
 KW0880.The geoid height was determined by GEOID03.
 KW0880
 KW0880.The dynamic height is computed by dividing the NAVD 88
 KW0880.geopotential number by the normal gravity value computed on the
 KW0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0880.degrees latitude (g = 980.6199 gals.).
 KW0880
 KW0880.The modeled gravity was interpolated from observed gravity values.
 KW0880
 KW0880;                    North         East    Units  Estimated Accuracy
 KW0880;SPC PA S     -   114,000.      668,920.      MT  (+/- 180 meters Scaled)
 KW0880
 KW0880                          SUPERSEDED SURVEY CONTROL
 KW0880
 KW0880  NGVD 29 (??/??/??)  108.628  (m)          356.39   (f) ADJUSTED    1 1
 KW0880
 KW0880.Superseded values are not recommended for survey control.
 KW0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0880.See file dsdata.txt to determine how the superseded data were derived.
 KW0880
 KW0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK353692(NAD 83)
 KW0880_MARKER: DB = BENCH MARK DISK
 KW0880_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0880_SP_SET: STONE RETAINING WALL
 KW0880_STAMPING: J 144 1941
 KW0880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0880
 KW0880  HISTORY     - Date     Condition        Report By
 KW0880  HISTORY     - 1941     MONUMENTED       CGS
 KW0880  HISTORY     - 1966     GOOD             CGS
 KW0880
 KW0880                          STATION DESCRIPTION
 KW0880
 KW0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0880'6.5 MI SE FROM DUNCANNON.
 KW0880'ABOUT 6.5 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW0880'THE ABANDONED STATION AT DUNCANNON, ABOUT 0.2 MILE SOUTHEAST OF
 KW0880'A YARD CONTROL TOWER, SET IN THE TOP AND 7.5 FEET SOUTHEAST
 KW0880'OF THE NORTHWEST END OF A STONE RETAINING WALL, 116 YARDS
 KW0880'SOUTH AND ACROSS THE TRACKS FROM MILEPOST 113, 18 1/2 FEET
 KW0880'SOUTHEAST OF THE SOUTH METAL LEG OF A SIGNAL GANTRY NUMBER
 KW0880'1130, ABOUT LEVEL WITH THE TRACK AND ABOUT 2 FEET ABOVE THE
 KW0880'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1683 ***********************************************************************
 KW1683  DESIGNATION -  J 145
 KW1683  PID         -  KW1683
 KW1683  STATE/COUNTY-  PA/PERRY
 KW1683  USGS QUAD   -  MILLERSTOWN (1978)
 KW1683
 KW1683                         *CURRENT SURVEY CONTROL
 KW1683  ___________________________________________________________________
 KW1683* NAD 83(1986)-  40 31 01.     (N)    077 08 10.     (W)     SCALED    
 KW1683* NAVD 88     -       123.009  (meters)     403.57   (feet)  ADJUSTED  
 KW1683  ___________________________________________________________________
 KW1683  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KW1683  DYNAMIC HT  -         122.951 (meters)     403.38  (feet)  COMP
 KW1683  MODELED GRAV-     980,148.6   (mgal)                       NAVD 88
 KW1683
 KW1683  VERT ORDER  -  FIRST     CLASS I
 KW1683
 KW1683.The horizontal coordinates were scaled from a topographic map and have
 KW1683.an estimated accuracy of +/- 6 seconds.
 KW1683
 KW1683.The orthometric height was determined by differential leveling
 KW1683.and adjusted by the National Geodetic Survey in June 1991..
 KW1683
 KW1683.The geoid height was determined by GEOID03.
 KW1683
 KW1683.The dynamic height is computed by dividing the NAVD 88
 KW1683.geopotential number by the normal gravity value computed on the
 KW1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1683.degrees latitude (g = 980.6199 gals.).
 KW1683
 KW1683.The modeled gravity was interpolated from observed gravity values.
 KW1683
 KW1683;                    North         East    Units  Estimated Accuracy
 KW1683;SPC PA S     -   131,600.      652,020.      MT  (+/- 180 meters Scaled)
 KW1683
 KW1683                          SUPERSEDED SURVEY CONTROL
 KW1683
 KW1683  NGVD 29 (??/??/??)  123.230  (m)          404.30   (f) ADJUSTED    1 1
 KW1683
 KW1683.Superseded values are not recommended for survey control.
 KW1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1683.See file dsdata.txt to determine how the superseded data were derived.
 KW1683
 KW1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK190873(NAD 83)
 KW1683_MARKER: DB = BENCH MARK DISK
 KW1683_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1683_SP_SET: CULVERT
 KW1683_STAMPING: J 145 1941
 KW1683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1683
 KW1683  HISTORY     - Date     Condition        Report By
 KW1683  HISTORY     - 1941     MONUMENTED       CGS
 KW1683  HISTORY     - 1966     GOOD             CGS
 KW1683
 KW1683                          STATION DESCRIPTION
 KW1683
 KW1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1683'2.3 MI SE FROM MILLERSTOWN.
 KW1683'ABOUT 2.3 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1683'STATE HIGHWAY 17 BRIDGE OVER THE JUNIATA RIVER AT MILLERSTOWN,
 KW1683'OR ABOUT 2.75 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM
 KW1683'THE ABANDONED STATION AT NEWPORT, 89 FEET SOUTHWEST AND ACROSS
 KW1683'THE TRACKS FROM MILEPOST 135, 12 FEET WEST OF THE WEST RAIL OF
 KW1683'THE WEST TRACK, SET IN THE TOP OF THE SOUTH END OF THE WEST
 KW1683'CONCRETE HEADWALL OF A CULVERT, AND ABOUT 3 FEET BELOW THE LEVEL
 KW1683'OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1370 ***********************************************************************
 KW1370  DESIGNATION -  J 146
 KW1370  PID         -  KW1370
 KW1370  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW1370  USGS QUAD   -  DALMATIA (1969)
 KW1370
 KW1370                         *CURRENT SURVEY CONTROL
 KW1370  ___________________________________________________________________
 KW1370* NAD 83(1986)-  40 38 25.     (N)    076 55 19.     (W)     SCALED    
 KW1370* NAVD 88     -       125.842  (meters)     412.87   (feet)  ADJUSTED  
 KW1370  ___________________________________________________________________
 KW1370  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KW1370  DYNAMIC HT  -         125.783 (meters)     412.67  (feet)  COMP
 KW1370  MODELED GRAV-     980,152.7   (mgal)                       NAVD 88
 KW1370
 KW1370  VERT ORDER  -  FIRST     CLASS II
 KW1370
 KW1370.The horizontal coordinates were scaled from a topographic map and have
 KW1370.an estimated accuracy of +/- 6 seconds.
 KW1370
 KW1370.The orthometric height was determined by differential leveling
 KW1370.and adjusted by the National Geodetic Survey in June 1991..
 KW1370
 KW1370.The geoid height was determined by GEOID03.
 KW1370
 KW1370.The dynamic height is computed by dividing the NAVD 88
 KW1370.geopotential number by the normal gravity value computed on the
 KW1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1370.degrees latitude (g = 980.6199 gals.).
 KW1370
 KW1370.The modeled gravity was interpolated from observed gravity values.
 KW1370
 KW1370;                    North         East    Units  Estimated Accuracy
 KW1370;SPC PA N     -    52,930.      670,050.      MT  (+/- 180 meters Scaled)
 KW1370
 KW1370                          SUPERSEDED SURVEY CONTROL
 KW1370
 KW1370  NGVD 29 (??/??/??)  126.070  (m)          413.61   (f) ADJUSTED    1 2
 KW1370
 KW1370.Superseded values are not recommended for survey control.
 KW1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1370.See file dsdata.txt to determine how the superseded data were derived.
 KW1370
 KW1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL374006(NAD 83)
 KW1370_MARKER: DB = BENCH MARK DISK
 KW1370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1370_SP_SET: BASE
 KW1370_STAMPING: J 146 1941
 KW1370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1370
 KW1370  HISTORY     - Date     Condition        Report By
 KW1370  HISTORY     - 1941     MONUMENTED       CGS
 KW1370  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KW1370  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW1370
 KW1370                          STATION DESCRIPTION
 KW1370
 KW1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1370'6.5 MI SW FROM HERNDON.
 KW1370'6.5 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1370'STATION AT HERNDON, ABOUT 0.8 MILE FROM STONE QUARRY, 0.2 MILE
 KW1370'DOWNSTREAM FROM MILEPOST 121, IN THE TOP OF THE CONCRETE
 KW1370'BASE OF BLOCK SIGNAL 1208, 7 FEET RIVERWARD OF THE RIVER RAIL,
 KW1370'AND ABOUT 1.5 FEET LOWER THAN THE RAIL.
 KW1370
 KW1370                          STATION RECOVERY (1987)
 KW1370
 KW1370'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 KW1370'MARK NOT FOUND.
 KW1370
 KW1370                          STATION RECOVERY (1989)
 KW1370
 KW1370'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0259 ***********************************************************************
 LZ0259  DESIGNATION -  J 147
 LZ0259  PID         -  LZ0259
 LZ0259  STATE/COUNTY-  PA/NORTHUMBERLAND
 LZ0259  USGS QUAD   -  MILTON (1983)
 LZ0259
 LZ0259                         *CURRENT SURVEY CONTROL
 LZ0259  ___________________________________________________________________
 LZ0259* NAD 83(1986)-  41 01 11.     (N)    076 51 07.     (W)     SCALED    
 LZ0259* NAVD 88     -       144.214  (meters)     473.14   (feet)  ADJUSTED  
 LZ0259  ___________________________________________________________________
 LZ0259  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 LZ0259  DYNAMIC HT  -         144.151 (meters)     472.94  (feet)  COMP
 LZ0259  MODELED GRAV-     980,189.8   (mgal)                       NAVD 88
 LZ0259
 LZ0259  VERT ORDER  -  FIRST     CLASS II
 LZ0259
 LZ0259.The horizontal coordinates were scaled from a topographic map and have
 LZ0259.an estimated accuracy of +/- 6 seconds.
 LZ0259
 LZ0259.The orthometric height was determined by differential leveling
 LZ0259.and adjusted by the National Geodetic Survey in June 1991..
 LZ0259
 LZ0259.The geoid height was determined by GEOID03.
 LZ0259
 LZ0259.The dynamic height is computed by dividing the NAVD 88
 LZ0259.geopotential number by the normal gravity value computed on the
 LZ0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0259.degrees latitude (g = 980.6199 gals.).
 LZ0259
 LZ0259.The modeled gravity was interpolated from observed gravity values.
 LZ0259
 LZ0259;                    North         East    Units  Estimated Accuracy
 LZ0259;SPC PA N     -    95,130.      675,530.      MT  (+/- 180 meters Scaled)
 LZ0259
 LZ0259                          SUPERSEDED SURVEY CONTROL
 LZ0259
 LZ0259  NGVD 29 (??/??/92)  144.439  (m)          473.88   (f) ADJ UNCH    1 2
 LZ0259
 LZ0259.Superseded values are not recommended for survey control.
 LZ0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0259.See file dsdata.txt to determine how the superseded data were derived.
 LZ0259
 LZ0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL442425(NAD 83)
 LZ0259_MARKER: DB = BENCH MARK DISK
 LZ0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0259_STAMPING: J 147 1941
 LZ0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0259+STABILITY: SURFACE MOTION
 LZ0259
 LZ0259  HISTORY     - Date     Condition        Report By
 LZ0259  HISTORY     - 1941     MONUMENTED       CGS
 LZ0259
 LZ0259                          STATION DESCRIPTION
 LZ0259
 LZ0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LZ0259'AT MILTON.
 LZ0259'AT MILTON, NORTHCUMBERLAND COUNTY, ON THE PENNSYLVANIA RAILROAD,
 LZ0259'ABOUT 190 FEET NORTH OF THE STATION, 70 FEET NORTH OF MILEPOST
 LZ0259'275, 35 FEET NORTH OF A HIGHWAY CROSSING,  AND 22.5 FEET WEST OF
 LZ0259'THE WEST RAIL.  A STANDARD DISK, STAMPED J 147 1941 AND SET IN
 LZ0259'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0619 ***********************************************************************
 LY0619  DESIGNATION -  J 148
 LY0619  PID         -  LY0619
 LY0619  STATE/COUNTY-  PA/PIKE
 LY0619  USGS QUAD   -  PORT JERVIS NORTH (1997)
 LY0619
 LY0619                         *CURRENT SURVEY CONTROL
 LY0619  ___________________________________________________________________
 LY0619* NAD 83(1986)-  41 25 04.     (N)    074 44 17.     (W)     SCALED    
 LY0619* NAVD 88     -       154.078  (meters)     505.50   (feet)  ADJUSTED  
 LY0619  ___________________________________________________________________
 LY0619  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 LY0619  DYNAMIC HT  -         154.015 (meters)     505.30  (feet)  COMP
 LY0619  MODELED GRAV-     980,211.7   (mgal)                       NAVD 88
 LY0619
 LY0619  VERT ORDER  -  FIRST     CLASS II
 LY0619
 LY0619.The horizontal coordinates were scaled from a topographic map and have
 LY0619.an estimated accuracy of +/- 6 seconds.
 LY0619
 LY0619.The orthometric height was determined by differential leveling
 LY0619.and adjusted by the National Geodetic Survey in June 1991..
 LY0619
 LY0619.The geoid height was determined by GEOID03.
 LY0619
 LY0619.The dynamic height is computed by dividing the NAVD 88
 LY0619.geopotential number by the normal gravity value computed on the
 LY0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0619.degrees latitude (g = 980.6199 gals.).
 LY0619
 LY0619.The modeled gravity was interpolated from observed gravity values.
 LY0619
 LY0619;                    North         East    Units  Estimated Accuracy
 LY0619;SPC PA N     -   143,320.      851,740.      MT  (+/- 180 meters Scaled)
 LY0619
 LY0619                          SUPERSEDED SURVEY CONTROL
 LY0619
 LY0619  NGVD 29 (??/??/92)  154.257  (m)          506.09   (f) ADJ UNCH    1 2
 LY0619
 LY0619.Superseded values are not recommended for survey control.
 LY0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0619.See file dsdata.txt to determine how the superseded data were derived.
 LY0619
 LY0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL218851(NAD 83)
 LY0619_MARKER: DB = BENCH MARK DISK
 LY0619_SETTING: 80 = SET IN A BOULDER
 LY0619_SP_SET: BOULDER
 LY0619_STAMPING: J 148 1941
 LY0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0619+STABILITY: SURFACE MOTION
 LY0619
 LY0619  HISTORY     - Date     Condition        Report By
 LY0619  HISTORY     - 1941     MONUMENTED       CGS
 LY0619
 LY0619                          STATION DESCRIPTION
 LY0619
 LY0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LY0619'0.6 MI NW FROM MILL RIFT.
 LY0619'0.6 MILE NORTHWEST ALONG THE ERIE RAILROAD FROM THE STATION AT
 LY0619'MILL RIFT, PIKE COUNTY, ABOUT 0.2 MILE SOUTHEAST OF MILEPOST 92,
 LY0619'6.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTH-BOUND
 LY0619'TRACK, IN THE TOP OF A BOULDER, AND ABOUT 2 FEET HIGHER THAN
 LY0619'THE TRACK.  A STANDARD DISK, STAMPED J 148 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0024 ***********************************************************************
 KX0024  DESIGNATION -  J 149
 KX0024  PID         -  KX0024
 KX0024  STATE/COUNTY-  PA/BLAIR
 KX0024  USGS QUAD   -  TYRONE (1994)
 KX0024
 KX0024                         *CURRENT SURVEY CONTROL
 KX0024  ___________________________________________________________________
 KX0024* NAD 83(1986)-  40 39 47.     (N)    078 13 13.     (W)     SCALED    
 KX0024* NAVD 88     -       270.185  (meters)     886.43   (feet)  ADJUSTED  
 KX0024  ___________________________________________________________________
 KX0024  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 KX0024  DYNAMIC HT  -         270.049 (meters)     885.99  (feet)  COMP
 KX0024  MODELED GRAV-     980,115.0   (mgal)                       NAVD 88
 KX0024
 KX0024  VERT ORDER  -  FIRST     CLASS I
 KX0024
 KX0024.The horizontal coordinates were scaled from a topographic map and have
 KX0024.an estimated accuracy of +/- 6 seconds.
 KX0024
 KX0024.The orthometric height was determined by differential leveling
 KX0024.and adjusted by the National Geodetic Survey in June 1991..
 KX0024
 KX0024.The geoid height was determined by GEOID03.
 KX0024
 KX0024.The dynamic height is computed by dividing the NAVD 88
 KX0024.geopotential number by the normal gravity value computed on the
 KX0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0024.degrees latitude (g = 980.6199 gals.).
 KX0024
 KX0024.The modeled gravity was interpolated from observed gravity values.
 KX0024
 KX0024;                    North         East    Units  Estimated Accuracy
 KX0024;SPC PA S     -   147,750.      560,230.      MT  (+/- 180 meters Scaled)
 KX0024
 KX0024                          SUPERSEDED SURVEY CONTROL
 KX0024
 KX0024  NGVD 29 (??/??/92)  270.361  (m)          887.01   (f) ADJ UNCH    1 1
 KX0024
 KX0024.Superseded values are not recommended for survey control.
 KX0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0024.See file dsdata.txt to determine how the superseded data were derived.
 KX0024
 KX0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF349050(NAD 83)
 KX0024_MARKER: DB = BENCH MARK DISK
 KX0024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0024_SP_SET: FOUNDATION
 KX0024_STAMPING: J 149 1941
 KX0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0024
 KX0024  HISTORY     - Date     Condition        Report By
 KX0024  HISTORY     - 1941     MONUMENTED       CGS
 KX0024  HISTORY     - 1966     GOOD             NGS
 KX0024  HISTORY     - 20031118 MARK NOT FOUND   PADT
 KX0024
 KX0024                          STATION DESCRIPTION
 KX0024
 KX0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0024'1 MI SE FROM TYRONE.
 KX0024'ABOUT 1.05 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX0024'THE STATION AT TYRONE, 44 FEET NORTHWEST OF MILEPOST NUMBER
 KX0024'221, 34 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 KX0024'SET OF TRACKS, 15 FEET EAST OF THE NORTH CORNER OF SWITCH TOWER
 KX0024'FORGE, 10 FEET NORTH OF THE EAST CORNER OF THE SWITCH TOWER,
 KX0024'SET IN THE TOP OF THE SOUTHWEST EDGE OF AN OLD CONCRETE FOUNDATION,
 KX0024'AND ABOUT 6 FEET BELOW THE LEVEL OF THE TRACKS.
 KX0024
 KX0024                          STATION RECOVERY (2003)
 KX0024
 KX0024'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (TRN)
 KX0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1641 ***********************************************************************
 KW1641  DESIGNATION -  J 150
 KW1641  PID         -  KW1641
 KW1641  STATE/COUNTY-  PA/SNYDER
 KW1641  USGS QUAD   -  BEAVERTOWN (1973)
 KW1641
 KW1641                         *CURRENT SURVEY CONTROL
 KW1641  ___________________________________________________________________
 KW1641* NAD 83(1986)-  40 47 53.     (N)    077 12 06.     (W)     SCALED    
 KW1641* NAVD 88     -       191.873  (meters)     629.50   (feet)  ADJUSTED  
 KW1641  ___________________________________________________________________
 KW1641  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KW1641  DYNAMIC HT  -         191.783 (meters)     629.21  (feet)  COMP
 KW1641  MODELED GRAV-     980,150.6   (mgal)                       NAVD 88
 KW1641
 KW1641  VERT ORDER  -  SECOND    CLASS 0
 KW1641
 KW1641.The horizontal coordinates were scaled from a topographic map and have
 KW1641.an estimated accuracy of +/- 6 seconds.
 KW1641
 KW1641.The orthometric height was determined by differential leveling
 KW1641.and adjusted by the National Geodetic Survey in June 1991..
 KW1641
 KW1641.The geoid height was determined by GEOID03.
 KW1641
 KW1641.The dynamic height is computed by dividing the NAVD 88
 KW1641.geopotential number by the normal gravity value computed on the
 KW1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1641.degrees latitude (g = 980.6199 gals.).
 KW1641
 KW1641.The modeled gravity was interpolated from observed gravity values.
 KW1641
 KW1641;                    North         East    Units  Estimated Accuracy
 KW1641;SPC PA S     -   162,780.      646,270.      MT  (+/- 180 meters Scaled)
 KW1641
 KW1641                          SUPERSEDED SURVEY CONTROL
 KW1641
 KW1641  NGVD 29 (??/??/??)  192.098  (m)          630.24   (f) ADJUSTED    2 0
 KW1641
 KW1641.Superseded values are not recommended for survey control.
 KW1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1641.See file dsdata.txt to determine how the superseded data were derived.
 KW1641
 KW1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL142186(NAD 83)
 KW1641_MARKER: DB = BENCH MARK DISK
 KW1641_SETTING: 66 = SET IN ROCK OUTCROP
 KW1641_SP_SET: ROCK OUTCROP
 KW1641_STAMPING: J 150 1941
 KW1641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW1641+STABILITY: POSITION/ELEVATION WELL
 KW1641
 KW1641  HISTORY     - Date     Condition        Report By
 KW1641  HISTORY     - 1941     MONUMENTED       CGS
 KW1641
 KW1641                          STATION DESCRIPTION
 KW1641
 KW1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1641'4.1 MI N FROM BEAVER SPRINGS.
 KW1641'4.1 MILES NORTH ALONG STATE HIGHWAY 929 FROM THE PENNSYLVANIA
 KW1641'RAILROAD STATION AT BEAVER SPRINGS, NEAR THE MIDDLE OF A SHORT
 KW1641'TANGENT BETWEEN TWO SHARP CURVES, 85.3 FEET NORTHEAST OF THE
 KW1641'NORTHWEST END OF AN 18-INCH CULVERT, 37.3 FEET NORTHWEST OF
 KW1641'POWER-TRANSMISSION POLE 42469, 20.5 FEET NORTHWEST OF THE
 KW1641'CENTER LINE OF THE HIGHWAY, 43 FEET NORTHEAST OF A 24-INCH TWIN
 KW1641'WALNUT TREE, IN THE FACE OF A ROCK OUTCROP, AND 3 FEET HIGHER
 KW1641'THAN THE HIGHWAY.  SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0814 ***********************************************************************
 KX0814  DESIGNATION -  J 15.04
 KX0814  PID         -  KX0814
 KX0814  STATE/COUNTY-  PA/CLEARFIELD
 KX0814  USGS QUAD   -  CURWENSVILLE (1993)
 KX0814
 KX0814                         *CURRENT SURVEY CONTROL
 KX0814  ___________________________________________________________________
 KX0814* NAD 83(1986)-  40 59 33.     (N)    078 34 19.     (W)     SCALED    
 KX0814* NAVD 88     -       397.20   (+/-2cm)    1303.1    (feet)  VERTCON   
 KX0814  ___________________________________________________________________
 KX0814  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KX0814
 KX0814  VERT ORDER  -  ? (See Below)
 KX0814
 KX0814.The horizontal coordinates were scaled from a topographic map and have
 KX0814.an estimated accuracy of +/- 6 seconds.
 KX0814
 KX0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0814.The vertical order pertains to the NGVD 29 superseded value.
 KX0814
 KX0814.The geoid height was determined by GEOID03.
 KX0814
 KX0814;                    North         East    Units  Estimated Accuracy
 KX0814;SPC PA N     -    92,040.      530,840.      MT  (+/- 180 meters Scaled)
 KX0814
 KX0814                          SUPERSEDED SURVEY CONTROL
 KX0814
 KX0814  NGVD 29 (??/??/92)  397.353  (m)         1303.65   (f) ADJ UNCH    ?  
 KX0814
 KX0814.Superseded values are not recommended for survey control.
 KX0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0814.See file dsdata.txt to determine how the superseded data were derived.
 KX0814
 KX0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF042407(NAD 83)
 KX0814_MARKER: DD = SURVEY DISK
 KX0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0814+STABILITY: SURFACE MOTION
 KX0814
 KX0814  HISTORY     - Date     Condition        Report By
 KX0814  HISTORY     - UNK      MONUMENTED       BORR
 KX0814  HISTORY     - 1966     GOOD             NGS
 KX0814
 KX0814                          STATION DESCRIPTION
 KX0814
 KX0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0814'3.8 MI NW FROM CURWENSVILLE.
 KX0814'3.8 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KX0814'THE STATION AT CURWENSVILLE, 12 1/2 FEET NORTH OF THE NORTH RAIL
 KX0814'OF THE TRACKS, SET IN THE TOP OF A 5-INCH SQUARE CONCRETE POST
 KX0814'WHICH PROJECTS 1 INCH AT THE WEST END OF A SHALLOW CUT FOR THE
 KX0814'RAILROAD, 12 FEET SOUTHWEST OF THE 2ND TELEPHONE POLE EAST OF
 KX0814'CONCRETE MILEPOST NUMBER 15, AND ABOUT LEVEL WITH THE TRACKS.
 KX0814'NOTE-- MARK IS LEANING SLIGHTLY TO THE NORTH.  THIS MARK WAS NOT
 KX0814'LEVELED OVER BY THIS PARTY IN 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2271 ***********************************************************************
 KW2271  DESIGNATION -  J 151
 KW2271  PID         -  KW2271
 KW2271  STATE/COUNTY-  PA/MIFFLIN
 KW2271  USGS QUAD   -  LEWISTOWN (1983)
 KW2271
 KW2271                         *CURRENT SURVEY CONTROL
 KW2271  ___________________________________________________________________
 KW2271* NAD 83(1986)-  40 35 33.     (N)    077 30 24.     (W)     SCALED    
 KW2271* NAVD 88     -       143.809  (meters)     471.81   (feet)  ADJUSTED  
 KW2271  ___________________________________________________________________
 KW2271  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 KW2271  DYNAMIC HT  -         143.741 (meters)     471.59  (feet)  COMP
 KW2271  MODELED GRAV-     980,145.9   (mgal)                       NAVD 88
 KW2271
 KW2271  VERT ORDER  -  FIRST     CLASS I
 KW2271
 KW2271.The horizontal coordinates were scaled from a topographic map and have
 KW2271.an estimated accuracy of +/- 6 seconds.
 KW2271
 KW2271.The orthometric height was determined by differential leveling
 KW2271.and adjusted by the National Geodetic Survey in June 1991..
 KW2271
 KW2271.The geoid height was determined by GEOID03.
 KW2271
 KW2271.The dynamic height is computed by dividing the NAVD 88
 KW2271.geopotential number by the normal gravity value computed on the
 KW2271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2271.degrees latitude (g = 980.6199 gals.).
 KW2271
 KW2271.The modeled gravity was interpolated from observed gravity values.
 KW2271
 KW2271;                    North         East    Units  Estimated Accuracy
 KW2271;SPC PA S     -   139,840.      620,600.      MT  (+/- 180 meters Scaled)
 KW2271
 KW2271                          SUPERSEDED SURVEY CONTROL
 KW2271
 KW2271  NGVD 29 (??/??/??)  144.015  (m)          472.49   (f) ADJUSTED    1 1
 KW2271
 KW2271.Superseded values are not recommended for survey control.
 KW2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2271.See file dsdata.txt to determine how the superseded data were derived.
 KW2271
 KW2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK878965(NAD 83)
 KW2271_MARKER: DB = BENCH MARK DISK
 KW2271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2271_SP_SET: CULVERT
 KW2271_STAMPING: J 151 1941
 KW2271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2271
 KW2271  HISTORY     - Date     Condition        Report By
 KW2271  HISTORY     - 1941     MONUMENTED       CGS
 KW2271  HISTORY     - 1966     GOOD             CGS
 KW2271
 KW2271                          STATION DESCRIPTION
 KW2271
 KW2271'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2271'4.6 MI E FROM LEWISTOWN.
 KW2271'ABOUT 4.6 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW2271'STATION AT LEWISTOWN, 41 FEET WEST OF MILEPOST 161, 13 1/2 FEET
 KW2271'NORTH OF THE NORTH RAIL OF THE NORTH SET OF TRACKS, SET IN THE
 KW2271'TOP OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A CONCRETE
 KW2271'CULVERT, 20 FEET EAST OF THE FIRST TELEPHONE POLE WEST OF THE
 KW2271'MILEPOST, AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3472 ***********************************************************************
 JV3472  DESIGNATION -  J 151
 JV3472  PID         -  JV3472
 JV3472  STATE/COUNTY-  PA/FRANKLIN
 JV3472  USGS QUAD   -  MERCERSBURG (1990)
 JV3472
 JV3472                         *CURRENT SURVEY CONTROL
 JV3472  ___________________________________________________________________
 JV3472* NAD 83(1986)-  39 49 33.     (N)    077 54 14.     (W)     SCALED    
 JV3472* NAVD 88     -       180.876  (meters)     593.42   (feet)  ADJUSTED  
 JV3472  ___________________________________________________________________
 JV3472  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 JV3472  DYNAMIC HT  -         180.772 (meters)     593.08  (feet)  COMP
 JV3472  MODELED GRAV-     980,050.9   (mgal)                       NAVD 88
 JV3472
 JV3472  VERT ORDER  -  SECOND    CLASS 0
 JV3472
 JV3472.The horizontal coordinates were scaled from a topographic map and have
 JV3472.an estimated accuracy of +/- 6 seconds.
 JV3472
 JV3472.The orthometric height was determined by differential leveling
 JV3472.and adjusted by the National Geodetic Survey in June 1991..
 JV3472
 JV3472.The geoid height was determined by GEOID03.
 JV3472
 JV3472.The dynamic height is computed by dividing the NAVD 88
 JV3472.geopotential number by the normal gravity value computed on the
 JV3472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3472.degrees latitude (g = 980.6199 gals.).
 JV3472
 JV3472.The modeled gravity was interpolated from observed gravity values.
 JV3472
 JV3472;                    North         East    Units  Estimated Accuracy
 JV3472;SPC PA S     -    54,700.      586,830.      MT  (+/- 180 meters Scaled)
 JV3472
 JV3472                          SUPERSEDED SURVEY CONTROL
 JV3472
 JV3472  NGVD 29 (??/??/??)  181.070  (m)          594.06   (f) ADJUSTED    2 0
 JV3472
 JV3472.Superseded values are not recommended for survey control.
 JV3472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3472.See file dsdata.txt to determine how the superseded data were derived.
 JV3472
 JV3472_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK514124(NAD 83)
 JV3472_MARKER: DB = BENCH MARK DISK
 JV3472_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3472_SP_SET: BUILDING
 JV3472_STAMPING: J 151 1942
 JV3472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JV3472+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2004
 JV3472
 JV3472  HISTORY     - Date     Condition        Report By
 JV3472  HISTORY     - 1942     MONUMENTED       CGS
 JV3472  HISTORY     - 20040613 GOOD             GEOCAC
 JV3472
 JV3472                          STATION DESCRIPTION
 JV3472
 JV3472'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3472'AT MERCERSBURG.
 JV3472'AT MERCERSBURG, AT THE POST OFFICE, SET IN THE EAST FACE NEAR
 JV3472'THE SOUTHEAST CORNER OF BUILDING, 30.5 FEET NORTH OF THE NORTH
 JV3472'CURB OF MERCER AVENUE, 21.4 FEET SOUTH OF THE EAST OR FRONT
 JV3472'ENTRANCE, 40 FEET WEST OF THE WEST CURB OF HIGHWAYS NO. 16 AND
 JV3472'NO. 75, 6.9 FEET NORTH OF THE SOUTHEAST CORNER OF A BUILDING,
 JV3472'1.4 FEET ABOVE GROUND.
 JV3472
 JV3472                          STATION RECOVERY (2004)
 JV3472
 JV3472'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 JV3472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2371 ***********************************************************************
 KW2371  DESIGNATION -  J 152
 KW2371  PID         -  KW2371
 KW2371  STATE/COUNTY-  PA/CENTRE
 KW2371  USGS QUAD   -  SPRING MILLS (1984)
 KW2371
 KW2371                         *CURRENT SURVEY CONTROL
 KW2371  ___________________________________________________________________
 KW2371* NAD 83(1986)-  40 46 12.     (N)    077 36 57.     (W)     SCALED    
 KW2371* NAVD 88     -       523.896  (meters)    1718.82   (feet)  ADJUSTED  
 KW2371  ___________________________________________________________________
 KW2371  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 KW2371  DYNAMIC HT  -         523.622 (meters)    1717.92  (feet)  COMP
 KW2371  MODELED GRAV-     980,084.5   (mgal)                       NAVD 88
 KW2371
 KW2371  VERT ORDER  -  SECOND    CLASS 0
 KW2371
 KW2371.The horizontal coordinates were scaled from a topographic map and have
 KW2371.an estimated accuracy of +/- 6 seconds.
 KW2371
 KW2371.The orthometric height was determined by differential leveling
 KW2371.and adjusted by the National Geodetic Survey in June 1991..
 KW2371
 KW2371.The geoid height was determined by GEOID03.
 KW2371
 KW2371.The dynamic height is computed by dividing the NAVD 88
 KW2371.geopotential number by the normal gravity value computed on the
 KW2371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2371.degrees latitude (g = 980.6199 gals.).
 KW2371
 KW2371.The modeled gravity was interpolated from observed gravity values.
 KW2371
 KW2371;                    North         East    Units  Estimated Accuracy
 KW2371;SPC PA N     -    67,010.      611,330.      MT  (+/- 180 meters Scaled)
 KW2371
 KW2371                          SUPERSEDED SURVEY CONTROL
 KW2371
 KW2371  NGVD 29 (??/??/??)  524.097  (m)         1719.47   (f) ADJUSTED    2 0
 KW2371
 KW2371.Superseded values are not recommended for survey control.
 KW2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2371.See file dsdata.txt to determine how the superseded data were derived.
 KW2371
 KW2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL792165(NAD 83)
 KW2371_MARKER: DB = BENCH MARK DISK
 KW2371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2371_SP_SET: WALL
 KW2371_STAMPING: J 152 1941
 KW2371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2371
 KW2371  HISTORY     - Date     Condition        Report By
 KW2371  HISTORY     - 1941     MONUMENTED       CGS
 KW2371
 KW2371                          STATION DESCRIPTION
 KW2371
 KW2371'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW2371'1.9 MI S FROM POTTER MILLS.
 KW2371'ABOUT 1.9 MILES SOUTH ALONG U.S. HIGHWAY 322 FROM THE JUNCTION
 KW2371'OF STATE HIGHWAY 53 AT POTTER MILLS, CENTRE COUNTY, 67 FEET
 KW2371'EAST OF POLE 741, AT A 12-INCH CONCRETE PIPE CULVERT UNDER THE
 KW2371'HIGHWAY, IN THE TOP OF THE SOUTHEAST HEAD WALL, 1.8 FEET
 KW2371'SOUTHWEST OF THE NORTHEAST END OF THE HEAD WALL, 0.8 FOOT
 KW2371'NORTHWEST OF THE SOUTHEAST EDGE, 18 FEET SOUTHEAST OF THE CENTER
 KW2371'LINE OF THE NEW HIGHWAY, 18.3 FEET NORTHWEST OF THE CENTER LINE
 KW2371'OF THE OLD HIGHWAY, AND ABOUT 6 FEET LOWER THAN THE HIGHWAY.  A
 KW2371'STANDARD DISK, STAMPED J 152 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1906 ***********************************************************************
 KW1906  DESIGNATION -  J 153
 KW1906  PID         -  KW1906
 KW1906  STATE/COUNTY-  PA/PERRY
 KW1906  USGS QUAD   -  NEWPORT (1973)
 KW1906
 KW1906                         *CURRENT SURVEY CONTROL
 KW1906  ___________________________________________________________________
 KW1906* NAD 83(1986)-  40 24 17.     (N)    077 09 40.     (W)     SCALED    
 KW1906* NAVD 88     -       190.893  (meters)     626.29   (feet)  ADJUSTED  
 KW1906  ___________________________________________________________________
 KW1906  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KW1906  DYNAMIC HT  -         190.799 (meters)     625.98  (feet)  COMP
 KW1906  MODELED GRAV-     980,126.8   (mgal)                       NAVD 88
 KW1906
 KW1906  VERT ORDER  -  SECOND    CLASS 0
 KW1906
 KW1906.The horizontal coordinates were scaled from a topographic map and have
 KW1906.an estimated accuracy of +/- 6 seconds.
 KW1906
 KW1906.The orthometric height was determined by differential leveling
 KW1906.and adjusted by the National Geodetic Survey in June 1991..
 KW1906
 KW1906.The geoid height was determined by GEOID03.
 KW1906
 KW1906.The dynamic height is computed by dividing the NAVD 88
 KW1906.geopotential number by the normal gravity value computed on the
 KW1906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1906.degrees latitude (g = 980.6199 gals.).
 KW1906
 KW1906.The modeled gravity was interpolated from observed gravity values.
 KW1906
 KW1906;                    North         East    Units  Estimated Accuracy
 KW1906;SPC PA S     -   119,130.      649,990.      MT  (+/- 180 meters Scaled)
 KW1906
 KW1906                          SUPERSEDED SURVEY CONTROL
 KW1906
 KW1906  NGVD 29 (??/??/??)  191.114  (m)          627.01   (f) ADJUSTED    2 0
 KW1906
 KW1906.Superseded values are not recommended for survey control.
 KW1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1906.See file dsdata.txt to determine how the superseded data were derived.
 KW1906
 KW1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK166749(NAD 83)
 KW1906_MARKER: DB = BENCH MARK DISK
 KW1906_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1906_SP_SET: ABUTMENT
 KW1906_STAMPING: J 153 1942
 KW1906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1906
 KW1906  HISTORY     - Date     Condition        Report By
 KW1906  HISTORY     - 1942     MONUMENTED       CGS
 KW1906  HISTORY     - 1959     MARK NOT FOUND   CGS
 KW1906
 KW1906                          STATION DESCRIPTION
 KW1906
 KW1906'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1906'2 MI SE FROM BLOOMFIELD.
 KW1906'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 34 FROM THE COUNTY
 KW1906'COURT HOUSE AT BLOOMFIELD, SET IN THE SOUTHWEST CORNER OF THE
 KW1906'SOUTHEAST ABUTMENT OF BRIDGE NO. 944+46, 125 FEET NORTHWEST OF
 KW1906'THE INTERSECTION OF THE OLD AND NEW HIGHWAYS, 77 FEET SOUTHEAST
 KW1906'OF HIGHWAY MARKER NO. 9-45, 12.8 FEET SOUTHWEST OF CENTER-LINE
 KW1906'OF NEW HIGHWAY.  A STANDARD DISK.
 KW1906
 KW1906                          STATION RECOVERY (1959)
 KW1906
 KW1906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KW1906'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2164 ***********************************************************************
 KW2164  DESIGNATION -  J 153
 KW2164  PID         -  KW2164
 KW2164  STATE/COUNTY-  PA/MIFFLIN
 KW2164  USGS QUAD   -  NEWTON HAMILTON (1971)
 KW2164
 KW2164                         *CURRENT SURVEY CONTROL
 KW2164  ___________________________________________________________________
 KW2164* NAD 83(1986)-  40 25 19.     (N)    077 47 12.     (W)     SCALED    
 KW2164* NAVD 88     -       169.697  (meters)     556.75   (feet)  ADJUSTED  
 KW2164  ___________________________________________________________________
 KW2164  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KW2164  DYNAMIC HT  -         169.611 (meters)     556.47  (feet)  COMP
 KW2164  MODELED GRAV-     980,114.1   (mgal)                       NAVD 88
 KW2164
 KW2164  VERT ORDER  -  FIRST     CLASS I
 KW2164
 KW2164.The horizontal coordinates were scaled from a topographic map and have
 KW2164.an estimated accuracy of +/- 6 seconds.
 KW2164
 KW2164.The orthometric height was determined by differential leveling
 KW2164.and adjusted by the National Geodetic Survey in June 1991..
 KW2164
 KW2164.The geoid height was determined by GEOID03.
 KW2164
 KW2164.The dynamic height is computed by dividing the NAVD 88
 KW2164.geopotential number by the normal gravity value computed on the
 KW2164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2164.degrees latitude (g = 980.6199 gals.).
 KW2164
 KW2164.The modeled gravity was interpolated from observed gravity values.
 KW2164
 KW2164;                    North         East    Units  Estimated Accuracy
 KW2164;SPC PA S     -   120,880.      596,890.      MT  (+/- 180 meters Scaled)
 KW2164
 KW2164                          SUPERSEDED SURVEY CONTROL
 KW2164
 KW2164  NGVD 29 (??/??/??)  169.901  (m)          557.42   (f) ADJUSTED    1 1
 KW2164
 KW2164.Superseded values are not recommended for survey control.
 KW2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2164.See file dsdata.txt to determine how the superseded data were derived.
 KW2164
 KW2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK635783(NAD 83)
 KW2164_MARKER: DB = BENCH MARK DISK
 KW2164_SETTING: 66 = SET IN ROCK OUTCROP
 KW2164_SP_SET: ROCK OUTCROP
 KW2164_STAMPING: J 153 1941
 KW2164_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW2164+STABILITY: POSITION/ELEVATION WELL
 KW2164
 KW2164  HISTORY     - Date     Condition        Report By
 KW2164  HISTORY     - 1941     MONUMENTED       CGS
 KW2164  HISTORY     - 1966     GOOD             CGS
 KW2164
 KW2164                          STATION DESCRIPTION
 KW2164
 KW2164'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2164'6.4 MI SW FROM MC VEYTOWN.
 KW2164'6.4 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM A
 KW2164'CROSSING OF THE RAILROAD AND A PAVED ROAD AT MC VEYTOWN, OR 6.2
 KW2164'MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KW2164'AT MOUNT UNION, 76 FEET WEST OF A TELEPHONE POLE, 54 FEET
 KW2164'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST SET OF TRACKS,
 KW2164'51 FEET NORTH OF MILEPOST 184, 28 FEET NORTHWEST OF THE CENTER
 KW2164'LINE OF A ROAD WHICH PARALLELS THE TRACKS, SET IN THE TOP OF A
 KW2164'ROCK OUTCROP, 24 FEET SOUTHEAST OF A 30-INCH OAK TREE, 2 FEET
 KW2164'SOUTH OF A 6-INCH BLACK CHERRY TREE WHICH BEARS A WITNESS
 KW2164'SHIELD, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACKS, 1/2 FOOT
 KW2164'BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1918 ***********************************************************************
 KW1918  DESIGNATION -  J 154
 KW1918  PID         -  KW1918
 KW1918  STATE/COUNTY-  PA/PERRY
 KW1918  USGS QUAD   -  WERTZVILLE (1987)
 KW1918
 KW1918                         *CURRENT SURVEY CONTROL
 KW1918  ___________________________________________________________________
 KW1918* NAD 83(1986)-  40 19 20.     (N)    077 01 52.     (W)     SCALED    
 KW1918* NAVD 88     -       151.740  (meters)     497.83   (feet)  ADJUSTED  
 KW1918  ___________________________________________________________________
 KW1918  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KW1918  DYNAMIC HT  -         151.665 (meters)     497.59  (feet)  COMP
 KW1918  MODELED GRAV-     980,128.3   (mgal)                       NAVD 88
 KW1918
 KW1918  VERT ORDER  -  SECOND    CLASS 0
 KW1918
 KW1918.The horizontal coordinates were scaled from a topographic map and have
 KW1918.an estimated accuracy of +/- 6 seconds.
 KW1918
 KW1918.The orthometric height was determined by differential leveling
 KW1918.and adjusted by the National Geodetic Survey in June 1991..
 KW1918
 KW1918.The geoid height was determined by GEOID03.
 KW1918
 KW1918.The dynamic height is computed by dividing the NAVD 88
 KW1918.geopotential number by the normal gravity value computed on the
 KW1918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1918.degrees latitude (g = 980.6199 gals.).
 KW1918
 KW1918.The modeled gravity was interpolated from observed gravity values.
 KW1918
 KW1918;                    North         East    Units  Estimated Accuracy
 KW1918;SPC PA S     -   110,050.      661,100.      MT  (+/- 180 meters Scaled)
 KW1918
 KW1918                          SUPERSEDED SURVEY CONTROL
 KW1918
 KW1918  NGVD 29 (??/??/??)  151.952  (m)          498.53   (f) ADJUSTED    2 0
 KW1918
 KW1918.Superseded values are not recommended for survey control.
 KW1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1918.See file dsdata.txt to determine how the superseded data were derived.
 KW1918
 KW1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK274655(NAD 83)
 KW1918_MARKER: DB = BENCH MARK DISK
 KW1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1918_STAMPING: J 154 1942
 KW1918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1918+STABILITY: SURFACE MOTION
 KW1918
 KW1918  HISTORY     - Date     Condition        Report By
 KW1918  HISTORY     - 1942     MONUMENTED       CGS
 KW1918  HISTORY     - 1953     GOOD             USE
 KW1918
 KW1918                          STATION DESCRIPTION
 KW1918
 KW1918'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1918'9.8 MI N FROM MECHANICSBURG.
 KW1918'9.8 MILES NORTH ALONG COUNTY ROAD FROM THE POST OFFICE AT
 KW1918'MECHANICSBURG, SET AT THE INTERSECTION OF THE MAIN ROAD AND
 KW1918'A SIDE ROAD LEADING EAST ALONG THE FENCE LINE, 31 FEET SOUTHEAST
 KW1918'OF THE SOUTHEAST CORNER OF A SMALL WOODEN BRIDGE, 16.6 FEET EAST
 KW1918'OF THE CENTER-LINE OF THE MAIN ROAD, 13 FEET NORTH OF CENTER-LINE
 KW1918'OF THE SIDE ROAD, 8.2 FEET NORTHWEST OF THE WEST GATE POST, 2.2
 KW1918'FEET NORTHEAST OF THE FENCE.  A STANDARD DISK SET IN TOP OF A
 KW1918'CONCRETE POST.  NOTE-- 42 FEET SE OF CENTERLINE OF ROAD AND
 KW1918'BRIDGE, 19 FEET ENE OF CENTERLINE OF ROAD, 76 FEET W OF APPLE TREE.
 KW1918
 KW1918                          STATION RECOVERY (1953)
 KW1918
 KW1918'RECOVERY NOTE BY US ENGINEERS 1953
 KW1918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0913 ***********************************************************************
 KW0913  DESIGNATION -  J 155
 KW0913  PID         -  KW0913
 KW0913  STATE/COUNTY-  PA/DAUPHIN
 KW0913  USGS QUAD   -  STEELTON (1987)
 KW0913
 KW0913                         *CURRENT SURVEY CONTROL
 KW0913  ___________________________________________________________________
 KW0913* NAD 83(1986)-  40 12 25.     (N)    076 47 12.     (W)     SCALED    
 KW0913* NAVD 88     -        91.463  (meters)     300.07   (feet)  ADJUSTED  
 KW0913  ___________________________________________________________________
 KW0913  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 KW0913  DYNAMIC HT  -          91.416 (meters)     299.92  (feet)  COMP
 KW0913  MODELED GRAV-     980,111.2   (mgal)                       NAVD 88
 KW0913
 KW0913  VERT ORDER  -  FIRST     CLASS II
 KW0913
 KW0913.The horizontal coordinates were scaled from a topographic map and have
 KW0913.an estimated accuracy of +/- 6 seconds.
 KW0913
 KW0913.The orthometric height was determined by differential leveling
 KW0913.and adjusted by the National Geodetic Survey in June 1991..
 KW0913
 KW0913.The geoid height was determined by GEOID03.
 KW0913
 KW0913.The dynamic height is computed by dividing the NAVD 88
 KW0913.geopotential number by the normal gravity value computed on the
 KW0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0913.degrees latitude (g = 980.6199 gals.).
 KW0913
 KW0913.The modeled gravity was interpolated from observed gravity values.
 KW0913
 KW0913;                    North         East    Units  Estimated Accuracy
 KW0913;SPC PA S     -    97,450.      682,010.      MT  (+/- 180 meters Scaled)
 KW0913
 KW0913                          SUPERSEDED SURVEY CONTROL
 KW0913
 KW0913  NGVD 29 (??/??/??)   91.692  (m)          300.83   (f) ADJUSTED    1 2
 KW0913
 KW0913.Superseded values are not recommended for survey control.
 KW0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0913.See file dsdata.txt to determine how the superseded data were derived.
 KW0913
 KW0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK479522(NAD 83)
 KW0913_MARKER: DB = BENCH MARK DISK
 KW0913_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0913_SP_SET: CULVERT
 KW0913_STAMPING: J 155 1942
 KW0913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0913
 KW0913  HISTORY     - Date     Condition        Report By
 KW0913  HISTORY     - 1942     MONUMENTED       CGS
 KW0913  HISTORY     - 1963     MARK NOT FOUND   CGS
 KW0913  HISTORY     - 20020606 MARK NOT FOUND   PADT
 KW0913
 KW0913                          STATION DESCRIPTION
 KW0913
 KW0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0913'3.2 MI NW FROM MIDDLETOWN.
 KW0913'ABOUT 3.2 MILES NORTHWEST ALONG U.S. HIGHWAY 230 FROM THE
 KW0913'PENNSYLVANIA RAILROAD STATION AT MIDDLETOWN, DAUPHIN COUNTY,
 KW0913'AT HIGHSPIRE, 59.8 FEET NORTHWEST OF POWER-TRANSMISSION LINE
 KW0913'POLE 1041, 53.4 FEET SOUTHWEST OF THE SOUTH CORNER OF HOUSE 342,
 KW0913'AT A 4- BY 10-FOOT CONCRETE CULVERT, IN THE SOUTHEAST CORNER OF
 KW0913'THE SOUTHWEST HEAD WALL, AND 28.3 FEET SOUTHWEST OF THE
 KW0913'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED J 155
 KW0913'1942.
 KW0913
 KW0913                          STATION RECOVERY (1963)
 KW0913
 KW0913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 KW0913'MARK NOT FOUND.
 KW0913
 KW0913                          STATION RECOVERY (2002)
 KW0913
 KW0913'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (LJM)
 KW0913'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3357 ***********************************************************************
 JV3357  DESIGNATION -  J 156
 JV3357  PID         -  JV3357
 JV3357  STATE/COUNTY-  PA/FRANKLIN
 JV3357  USGS QUAD   -  SCOTLAND (1990)
 JV3357
 JV3357                         *CURRENT SURVEY CONTROL
 JV3357  ___________________________________________________________________
 JV3357* NAD 83(1986)-  39 54 21.     (N)    077 31 13.     (W)     SCALED    
 JV3357* NAVD 88     -       266.129  (meters)     873.12   (feet)  ADJUSTED  
 JV3357  ___________________________________________________________________
 JV3357  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 JV3357  DYNAMIC HT  -         265.970 (meters)     872.60  (feet)  COMP
 JV3357  MODELED GRAV-     980,024.9   (mgal)                       NAVD 88
 JV3357
 JV3357  VERT ORDER  -  SECOND    CLASS 0
 JV3357
 JV3357.The horizontal coordinates were scaled from a topographic map and have
 JV3357.an estimated accuracy of +/- 6 seconds.
 JV3357
 JV3357.The orthometric height was determined by differential leveling
 JV3357.and adjusted by the National Geodetic Survey in June 1991..
 JV3357
 JV3357.The geoid height was determined by GEOID03.
 JV3357
 JV3357.The dynamic height is computed by dividing the NAVD 88
 JV3357.geopotential number by the normal gravity value computed on the
 JV3357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3357.degrees latitude (g = 980.6199 gals.).
 JV3357
 JV3357.The modeled gravity was interpolated from observed gravity values.
 JV3357
 JV3357;                    North         East    Units  Estimated Accuracy
 JV3357;SPC PA S     -    63,590.      619,640.      MT  (+/- 180 meters Scaled)
 JV3357
 JV3357                          SUPERSEDED SURVEY CONTROL
 JV3357
 JV3357  NGVD 29 (??/??/??)  266.303  (m)          873.70   (f) ADJUSTED    2 0
 JV3357
 JV3357.Superseded values are not recommended for survey control.
 JV3357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3357.See file dsdata.txt to determine how the superseded data were derived.
 JV3357
 JV3357_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK845203(NAD 83)
 JV3357_MARKER: DB = BENCH MARK DISK
 JV3357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV3357_SP_SET: CULVERT
 JV3357_STAMPING: J 156 1942
 JV3357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV3357
 JV3357  HISTORY     - Date     Condition        Report By
 JV3357  HISTORY     - 1942     MONUMENTED       CGS
 JV3357  HISTORY     - 19901029 MARK NOT FOUND   USGS
 JV3357
 JV3357                          STATION DESCRIPTION
 JV3357
 JV3357'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3357'2.2 MI SE FROM SCOTLAND.
 JV3357'2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 997 FROM THE POST OFFICE
 JV3357'AT SCOTLAND, FRANKLIN COUNTY, THENCE 4.1 MILES SOUTHEAST ALONG A
 JV3357'BLACKTOP ROAD LEADING FROM THE HIGHWAY TO BLACK GAP, AT BLACK
 JV3357'GAP, AT THE INTERSECTION OF THE BLACK-TOP ROAD AND U.S. HIGHWAY 30,
 JV3357'IN THE CENTER OF THE SOUTH HEADWALL OF AN 18-INCH PIPE CULVERT UNDER
 JV3357'THE HIGHWAY, 27.3 FEET EAST OF POWER LINE POLE W 2597, AND 14.5
 JV3357'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 JV3357'STAMPED J 156 1942.
 JV3357
 JV3357                          STATION RECOVERY (1990)
 JV3357
 JV3357'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (BJS)
 JV3357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3379 ***********************************************************************
 JV3379  DESIGNATION -  J 157
 JV3379  PID         -  JV3379
 JV3379  STATE/COUNTY-  PA/FRANKLIN
 JV3379  USGS QUAD   -  WAYNESBORO (1990)
 JV3379
 JV3379                         *CURRENT SURVEY CONTROL
 JV3379  ___________________________________________________________________
 JV3379* NAD 83(1986)-  39 46 23.     (N)    077 34 08.     (W)     SCALED    
 JV3379* NAVD 88     -       236.215  (meters)     774.98   (feet)  ADJUSTED  
 JV3379  ___________________________________________________________________
 JV3379  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JV3379  DYNAMIC HT  -         236.078 (meters)     774.53  (feet)  COMP
 JV3379  MODELED GRAV-     980,039.8   (mgal)                       NAVD 88
 JV3379
 JV3379  VERT ORDER  -  SECOND    CLASS 0
 JV3379
 JV3379.The horizontal coordinates were scaled from a topographic map and have
 JV3379.an estimated accuracy of +/- 6 seconds.
 JV3379
 JV3379.The orthometric height was determined by differential leveling
 JV3379.and adjusted by the National Geodetic Survey in June 1991..
 JV3379
 JV3379.The geoid height was determined by GEOID03.
 JV3379
 JV3379.The dynamic height is computed by dividing the NAVD 88
 JV3379.geopotential number by the normal gravity value computed on the
 JV3379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3379.degrees latitude (g = 980.6199 gals.).
 JV3379
 JV3379.The modeled gravity was interpolated from observed gravity values.
 JV3379
 JV3379;                    North         East    Units  Estimated Accuracy
 JV3379;SPC PA S     -    48,840.      615,520.      MT  (+/- 180 meters Scaled)
 JV3379
 JV3379                          SUPERSEDED SURVEY CONTROL
 JV3379
 JV3379  NGVD 29 (??/??/??)  236.394  (m)          775.57   (f) ADJUSTED    2 0
 JV3379
 JV3379.Superseded values are not recommended for survey control.
 JV3379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3379.See file dsdata.txt to determine how the superseded data were derived.
 JV3379
 JV3379_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK799057(NAD 83)
 JV3379_MARKER: DB = BENCH MARK DISK
 JV3379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV3379_SP_SET: CULVERT
 JV3379_STAMPING: J 157 1942
 JV3379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV3379
 JV3379  HISTORY     - Date     Condition        Report By
 JV3379  HISTORY     - 1942     MONUMENTED       CGS
 JV3379  HISTORY     - 19900903 MARK NOT FOUND   USGS
 JV3379
 JV3379                          STATION DESCRIPTION
 JV3379
 JV3379'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3379'1.7 MI N FROM WAYNESBORO.
 JV3379'1.7 MILES NORTH ALONG STATE HIGHWAY 997 FROM THE POST OFFICE AT
 JV3379'WAYNESBORO, FRANKLIN COUNTY, IN THE TOP OF THE CENTER OF THE EAST
 JV3379'HEAD WALL OF A 12-INCH PIPE CULVERT UNDER THE HIGHWAY, 54.6 FEET
 JV3379'SOUTHEAST OF POWER LINE POLE W 370 WHICH IS ON THE OPPOSITE SIDE
 JV3379'OF THE ROAD, AND 16 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 JV3379'A STANDARD DISK, STAMPED J 157 1942.
 JV3379
 JV3379                          STATION RECOVERY (1990)
 JV3379
 JV3379'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (BJS)
 JV3379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4023 ***********************************************************************
 JV4023  DESIGNATION -  J 157 RESET 1977
 JV4023  PID         -  JV4023
 JV4023  STATE/COUNTY-  PA/FRANKLIN
 JV4023  USGS QUAD   -  WAYNESBORO (1990)
 JV4023
 JV4023                         *CURRENT SURVEY CONTROL
 JV4023  ___________________________________________________________________
 JV4023* NAD 83(1986)-  39 46 23.     (N)    077 34 08.     (W)     SCALED    
 JV4023* NAVD 88     -       235.48   (+/-2cm)     772.6    (feet)  VERTCON   
 JV4023  ___________________________________________________________________
 JV4023  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 JV4023
 JV4023  VERT ORDER  -  THIRD (See Below)
 JV4023
 JV4023.The horizontal coordinates were scaled from a topographic map and have
 JV4023.an estimated accuracy of +/- 6 seconds.
 JV4023
 JV4023.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV4023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV4023.The vertical order pertains to the NGVD 29 superseded value.
 JV4023
 JV4023.The geoid height was determined by GEOID03.
 JV4023
 JV4023;                    North         East    Units  Estimated Accuracy
 JV4023;SPC PA S     -    48,840.      615,520.      MT  (+/- 180 meters Scaled)
 JV4023
 JV4023                          SUPERSEDED SURVEY CONTROL
 JV4023
 JV4023  NGVD 29 (??/??/??)  235.66   (m)          773.2    (f) RESET       3  
 JV4023
 JV4023.Superseded values are not recommended for survey control.
 JV4023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4023.See file dsdata.txt to determine how the superseded data were derived.
 JV4023
 JV4023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK799057(NAD 83)
 JV4023_MARKER: DB = BENCH MARK DISK
 JV4023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV4023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV4023_STAMPING: J 157 RESET 1977
 JV4023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV4023+STABILITY: SURFACE MOTION
 JV4023
 JV4023  HISTORY     - Date     Condition        Report By
 JV4023  HISTORY     - 1977     MONUMENTED       NGS
 JV4023  HISTORY     - 19901029 MARK NOT FOUND   USGS
 JV4023
 JV4023                          STATION DESCRIPTION
 JV4023
 JV4023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 JV4023'1.9 MI N FROM WAYNESBORO.
 JV4023'LOCATED 1.9 MILES NORTH ALONG STATE HIGHWAY 997 FROM THE POST OFFICE
 JV4023'IN WAYNESBORO, 150 YARDS SOUTH-SOUTHEAST OF A ONE STORY BRICK HOUSE,
 JV4023'26 FEET EAST OF THE CENTER OF THE ROAD, 9 FEET SOUTHEAST OF THE EAST
 JV4023'END OF A CULVERT AND 7.5 FEET SOUTH-SOUTHEAST OF A POWERLINE POLE
 JV4023'NUMBERED 23.
 JV4023
 JV4023                          STATION RECOVERY (1990)
 JV4023
 JV4023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (BJS)
 JV4023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3429 ***********************************************************************
 JV3429  DESIGNATION -  J 158
 JV3429  PID         -  JV3429
 JV3429  STATE/COUNTY-  PA/FRANKLIN
 JV3429  USGS QUAD   -  WAYNESBORO (1990)
 JV3429
 JV3429                         *CURRENT SURVEY CONTROL
 JV3429  ___________________________________________________________________
 JV3429* NAD 83(1986)-  39 45 02.     (N)    077 34 06.     (W)     SCALED    
 JV3429* NAVD 88     -       211.713  (meters)     694.60   (feet)  ADJUSTED  
 JV3429  ___________________________________________________________________
 JV3429  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 JV3429  DYNAMIC HT  -         211.591 (meters)     694.19  (feet)  COMP
 JV3429  MODELED GRAV-     980,042.4   (mgal)                       NAVD 88
 JV3429
 JV3429  VERT ORDER  -  SECOND    CLASS 0
 JV3429
 JV3429.The horizontal coordinates were scaled from a topographic map and have
 JV3429.an estimated accuracy of +/- 6 seconds.
 JV3429
 JV3429.The orthometric height was determined by differential leveling
 JV3429.and adjusted by the National Geodetic Survey in June 1991..
 JV3429
 JV3429.The geoid height was determined by GEOID03.
 JV3429
 JV3429.The dynamic height is computed by dividing the NAVD 88
 JV3429.geopotential number by the normal gravity value computed on the
 JV3429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3429.degrees latitude (g = 980.6199 gals.).
 JV3429
 JV3429.The modeled gravity was interpolated from observed gravity values.
 JV3429
 JV3429;                    North         East    Units  Estimated Accuracy
 JV3429;SPC PA S     -    46,340.      615,570.      MT  (+/- 180 meters Scaled)
 JV3429
 JV3429                          SUPERSEDED SURVEY CONTROL
 JV3429
 JV3429  NGVD 29 (??/??/??)  211.891  (m)          695.18   (f) ADJUSTED    2 0
 JV3429
 JV3429.Superseded values are not recommended for survey control.
 JV3429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3429.See file dsdata.txt to determine how the superseded data were derived.
 JV3429
 JV3429_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK799032(NAD 83)
 JV3429_MARKER: DB = BENCH MARK DISK
 JV3429_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3429_SP_SET: BUILDING
 JV3429_STAMPING: J 158 1942
 JV3429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3429
 JV3429  HISTORY     - Date     Condition        Report By
 JV3429  HISTORY     - 1942     MONUMENTED       CGS
 JV3429  HISTORY     - 20040501 MARK NOT FOUND   USPSQD
 JV3429
 JV3429                          STATION DESCRIPTION
 JV3429
 JV3429'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3429'0.4 MI SE FROM WAYNESBORO.
 JV3429'0.4 MILE SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE
 JV3429'AT WAYNESBORO, FRANKLIN COUNTY, IN THE NORTHEAST CORNER OF THE
 JV3429'WAYNESBORO SENIOR HIGH SCHOOL BUILDING, AND 1.3 FEET ABOVE THE
 JV3429'GROUND.  A STANDARD DISK, STAMPED J 158 1942 AND SET VERTICALLY.
 JV3429
 JV3429                          STATION RECOVERY (2004)
 JV3429
 JV3429'RECOVERY NOTE BY US POWER SQUADRON 2004 (CM)
 JV3429'NEW SCHOOL BUILDING IS AT THE SITE. NO EVIDENCE OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2096 ***********************************************************************
 KW2096  DESIGNATION -  J 159
 KW2096  PID         -  KW2096
 KW2096  STATE/COUNTY-  PA/CUMBERLAND
 KW2096  USGS QUAD   -  WALNUT BOTTOM (1977)
 KW2096
 KW2096                         *CURRENT SURVEY CONTROL
 KW2096  ___________________________________________________________________
 KW2096* NAD 83(1986)-  40 00 13.     (N)    077 27 05.     (W)     SCALED    
 KW2096* NAVD 88     -       381.027  (meters)    1250.09   (feet)  ADJUSTED  
 KW2096  ___________________________________________________________________
 KW2096  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 KW2096  DYNAMIC HT  -         380.797 (meters)    1249.33  (feet)  COMP
 KW2096  MODELED GRAV-     980,010.9   (mgal)                       NAVD 88
 KW2096
 KW2096  VERT ORDER  -  SECOND    CLASS 0
 KW2096
 KW2096.The horizontal coordinates were scaled from a topographic map and have
 KW2096.an estimated accuracy of +/- 6 seconds.
 KW2096
 KW2096.The orthometric height was determined by differential leveling
 KW2096.and adjusted by the National Geodetic Survey in June 1991..
 KW2096
 KW2096.The geoid height was determined by GEOID03.
 KW2096
 KW2096.The dynamic height is computed by dividing the NAVD 88
 KW2096.geopotential number by the normal gravity value computed on the
 KW2096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2096.degrees latitude (g = 980.6199 gals.).
 KW2096
 KW2096.The modeled gravity was interpolated from observed gravity values.
 KW2096
 KW2096;                    North         East    Units  Estimated Accuracy
 KW2096;SPC PA S     -    74,470.      625,500.      MT  (+/- 180 meters Scaled)
 KW2096
 KW2096                          SUPERSEDED SURVEY CONTROL
 KW2096
 KW2096  NGVD 29 (??/??/??)  381.203  (m)         1250.66   (f) ADJUSTED    2 0
 KW2096
 KW2096.Superseded values are not recommended for survey control.
 KW2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2096.See file dsdata.txt to determine how the superseded data were derived.
 KW2096
 KW2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK907310(NAD 83)
 KW2096_MARKER: DB = BENCH MARK DISK
 KW2096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2096_STAMPING: J 159 1942
 KW2096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2096+STABILITY: SURFACE MOTION
 KW2096
 KW2096  HISTORY     - Date     Condition        Report By
 KW2096  HISTORY     - 1942     MONUMENTED       CGS
 KW2096  HISTORY     - 1952     GOOD             CGS
 KW2096
 KW2096                          STATION DESCRIPTION
 KW2096
 KW2096'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KW2096'6 MI SE FROM SHIPPENSBURG.
 KW2096'0.2 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE FIRST
 KW2096'NATIONAL BANK AT SHIPPENSBURG, CUMBERLAND COUNTY, THENCE 0.7
 KW2096'MILE EAST ALONG THE READING COMPANY RAILWAY THENCE 1.9 MILES
 KW2096'SOUTHEAST ALONG PAVED ROAD 21006, AND THENCE 3.2 MILES SOUTHEAST
 KW2096'ALONG THE SHIPPENSBURG ROAD, AT AN INTERSECTION OF SHIPPENSBURG
 KW2096'ROAD AND A WOODS ROAD LEADING EAST, 60 FEET WEST OF THE INTERSECTION,
 KW2096'23 FEET SOUTHEAST OF A 12-INCH POPLAR TREE WITH A TRIANGULAR BLAZE,
 KW2096'4 FEET NORTH OF TELEPHONE POLE AND 0.5 FOOT EAST OF A WHITE
 KW2096'WOODEN WITNESS POST.  A STANDARD DISK STAMPED J 159 1942 AND SET
 KW2096'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2627 ***********************************************************************
 KW2627  DESIGNATION -  J 160
 KW2627  PID         -  KW2627
 KW2627  STATE/COUNTY-  PA/YORK
 KW2627  USGS QUAD   -  WELLSVILLE (1972)
 KW2627
 KW2627                         *CURRENT SURVEY CONTROL
 KW2627  ___________________________________________________________________
 KW2627* NAD 83(1986)-  40 00 06.     (N)    076 54 17.     (W)     SCALED    
 KW2627* NAVD 88     -       141.925  (meters)     465.63   (feet)  ADJUSTED  
 KW2627  ___________________________________________________________________
 KW2627  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KW2627  DYNAMIC HT  -         141.851 (meters)     465.39  (feet)  COMP
 KW2627  MODELED GRAV-     980,102.7   (mgal)                       NAVD 88
 KW2627
 KW2627  VERT ORDER  -  SECOND    CLASS 0
 KW2627
 KW2627.The horizontal coordinates were scaled from a topographic map and have
 KW2627.an estimated accuracy of +/- 6 seconds.
 KW2627
 KW2627.The orthometric height was determined by differential leveling
 KW2627.and adjusted by the National Geodetic Survey in June 1991..
 KW2627
 KW2627.The geoid height was determined by GEOID03.
 KW2627
 KW2627.The dynamic height is computed by dividing the NAVD 88
 KW2627.geopotential number by the normal gravity value computed on the
 KW2627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2627.degrees latitude (g = 980.6199 gals.).
 KW2627
 KW2627.The modeled gravity was interpolated from observed gravity values.
 KW2627
 KW2627;                    North         East    Units  Estimated Accuracy
 KW2627;SPC PA S     -    74,550.      672,180.      MT  (+/- 180 meters Scaled)
 KW2627
 KW2627                          SUPERSEDED SURVEY CONTROL
 KW2627
 KW2627  NGVD 29 (??/??/??)  142.145  (m)          466.35   (f) ADJUSTED    2 0
 KW2627
 KW2627.Superseded values are not recommended for survey control.
 KW2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2627.See file dsdata.txt to determine how the superseded data were derived.
 KW2627
 KW2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK374296(NAD 83)
 KW2627_MARKER: DB = BENCH MARK DISK
 KW2627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2627_STAMPING: J-160 1942
 KW2627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2627+STABILITY: SURFACE MOTION
 KW2627
 KW2627  HISTORY     - Date     Condition        Report By
 KW2627  HISTORY     - 1942     MONUMENTED       CGS
 KW2627
 KW2627                          STATION DESCRIPTION
 KW2627
 KW2627'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW2627'4.9 MI SE FROM WELLSVILLE.
 KW2627'1 MILE SOUTH ALONG HIGHWAY NO. 294 FROM THE HIGH SCHOOL AT
 KW2627'WELLSVILLE, THENCE, ABOUT 3.2 MILES SOUTH-EAST ALONG ROAD NO.
 KW2627'66034, THENCE, 0.7 MILE SOUTH-EAST ALONG ROAD NO. 66007, ABOUT
 KW2627'300 FT. NORTH-EAST OF A 2-STORY FRAME FARM HOUSE, 28 FEET
 KW2627'SOUTH-WEST OF THE CENTER LINE OF ROAD NO. 66007, 15 FT. SOUTH-EAST
 KW2627'OF THE CENTER LINE OF A FARM ENTRANCE, 6 FT. SOUTH OF A FENCE
 KW2627'CORNER, 2.6 FT. NORTH-EAST OF A WHITE POST STENCILED U.S.B.M.,
 KW2627'A STANDARD DISK SET IN A CONCRETE POST, IN THE NORTH-EAST CORNER
 KW2627'OF A FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2063 ***********************************************************************
 JV2063  DESIGNATION -  J 161
 JV2063  PID         -  JV2063
 JV2063  STATE/COUNTY-  PA/ADAMS
 JV2063  USGS QUAD   -  HAMPTON (1990)
 JV2063
 JV2063                         *CURRENT SURVEY CONTROL
 JV2063  ___________________________________________________________________
 JV2063* NAD 83(1986)-  39 56 48.     (N)    077 04 00.     (W)     SCALED    
 JV2063* NAVD 88     -       171.833  (meters)     563.76   (feet)  ADJUSTED  
 JV2063  ___________________________________________________________________
 JV2063  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 JV2063  DYNAMIC HT  -         171.742 (meters)     563.46  (feet)  COMP
 JV2063  MODELED GRAV-     980,093.4   (mgal)                       NAVD 88
 JV2063
 JV2063  VERT ORDER  -  SECOND    CLASS 0
 JV2063
 JV2063.The horizontal coordinates were scaled from a topographic map and have
 JV2063.an estimated accuracy of +/- 6 seconds.
 JV2063
 JV2063.The orthometric height was determined by differential leveling
 JV2063.and adjusted by the National Geodetic Survey in June 1991..
 JV2063
 JV2063.The geoid height was determined by GEOID03.
 JV2063
 JV2063.The dynamic height is computed by dividing the NAVD 88
 JV2063.geopotential number by the normal gravity value computed on the
 JV2063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2063.degrees latitude (g = 980.6199 gals.).
 JV2063
 JV2063.The modeled gravity was interpolated from observed gravity values.
 JV2063
 JV2063;                    North         East    Units  Estimated Accuracy
 JV2063;SPC PA S     -    68,330.      658,400.      MT  (+/- 180 meters Scaled)
 JV2063
 JV2063                          SUPERSEDED SURVEY CONTROL
 JV2063
 JV2063  NGVD 29 (??/??/??)  172.036  (m)          564.42   (f) ADJUSTED    2 0
 JV2063
 JV2063.Superseded values are not recommended for survey control.
 JV2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2063.See file dsdata.txt to determine how the superseded data were derived.
 JV2063
 JV2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK234238(NAD 83)
 JV2063_MARKER: DB = BENCH MARK DISK
 JV2063_SETTING: 66 = SET IN ROCK OUTCROP
 JV2063_SP_SET: ROCK OUTCROP
 JV2063_STAMPING: J 161 1942
 JV2063_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV2063+STABILITY: POSITION/ELEVATION WELL
 JV2063
 JV2063  HISTORY     - Date     Condition        Report By
 JV2063  HISTORY     - 1942     MONUMENTED       CGS
 JV2063  HISTORY     - 19900730 MARK NOT FOUND   USGS
 JV2063
 JV2063                          STATION DESCRIPTION
 JV2063
 JV2063'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV2063'1.3 MI N FROM HAMPTON.
 JV2063'ABOUT 1.3 MILES NORTH ALONG HIGHWAY NO. 94 FROM THE POST OFFICE
 JV2063'AT HAMPTON, ABOUT 300 FT. SOUTH OF A 2-STORY BRICK FARM HOUSE,
 JV2063'78 FT. WEST OF THE CENTER LINE OF HIGHWAY NO. 94, A STANDARD DISK
 JV2063'SET IN A LARGE ROCK OUTCROP IN A PASTURE.
 JV2063
 JV2063                          STATION RECOVERY (1990)
 JV2063
 JV2063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (CDL)
 JV2063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1631 ***********************************************************************
 JV1631  DESIGNATION -  J 162 PADH
 JV1631  PID         -  JV1631
 JV1631  STATE/COUNTY-  PA/YORK
 JV1631  USGS QUAD   -  ABBOTTSTOWN (1981)
 JV1631
 JV1631                         *CURRENT SURVEY CONTROL
 JV1631  ___________________________________________________________________
 JV1631* NAD 83(1986)-  39 56 21.     (N)    076 53 05.     (W)     SCALED    
 JV1631* NAVD 88     -       134.864  (meters)     442.47   (feet)  ADJUSTED  
 JV1631  ___________________________________________________________________
 JV1631  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 JV1631  DYNAMIC HT  -         134.793 (meters)     442.23  (feet)  COMP
 JV1631  MODELED GRAV-     980,099.5   (mgal)                       NAVD 88
 JV1631
 JV1631  VERT ORDER  -  SECOND    CLASS 0
 JV1631
 JV1631.The horizontal coordinates were scaled from a topographic map and have
 JV1631.an estimated accuracy of +/- 6 seconds.
 JV1631
 JV1631.The orthometric height was determined by differential leveling
 JV1631.and adjusted by the National Geodetic Survey in June 1991..
 JV1631
 JV1631.The geoid height was determined by GEOID03.
 JV1631
 JV1631.The dynamic height is computed by dividing the NAVD 88
 JV1631.geopotential number by the normal gravity value computed on the
 JV1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1631.degrees latitude (g = 980.6199 gals.).
 JV1631
 JV1631.The modeled gravity was interpolated from observed gravity values.
 JV1631
 JV1631;                    North         East    Units  Estimated Accuracy
 JV1631;SPC PA S     -    67,630.      673,950.      MT  (+/- 180 meters Scaled)
 JV1631
 JV1631                          SUPERSEDED SURVEY CONTROL
 JV1631
 JV1631  NGVD 29 (??/??/??)  135.087  (m)          443.20   (f) ADJUSTED    2 0
 JV1631
 JV1631.Superseded values are not recommended for survey control.
 JV1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1631.See file dsdata.txt to determine how the superseded data were derived.
 JV1631
 JV1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK389227(NAD 83)
 JV1631_MARKER: DD = SURVEY DISK
 JV1631_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1631_SP_SET: BRIDGE
 JV1631_STAMPING: J-162 1942
 JV1631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1631
 JV1631  HISTORY     - Date     Condition        Report By
 JV1631  HISTORY     - 1942     MONUMENTED       PADH
 JV1631  HISTORY     - 1942     GOOD             CGS
 JV1631  HISTORY     - 1959     GOOD             CGS
 JV1631
 JV1631                          STATION DESCRIPTION
 JV1631
 JV1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1631'5.4 MI E FROM EAST BERLIN.
 JV1631'5.4 MILES EAST ALONG HIGHWAY NO. 234 FROM THE POST - OFFICE AT
 JV1631'EAST BERLIN, 14 FT. SOUTH OF THE CENTER LINE OF HIGHWAY NO. 234,
 JV1631'A PENN. HIGHWAY DEPT. DISK SET IN THE SOUTH-WEST CONCRETE
 JV1631'ABUTMENT OF A STEEL BRIDGE.
 JV1631
 JV1631                          STATION RECOVERY (1959)
 JV1631
 JV1631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JV1631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2041 ***********************************************************************
 KW2041  DESIGNATION -  J 163
 KW2041  PID         -  KW2041
 KW2041  STATE/COUNTY-  PA/ADAMS
 KW2041  USGS QUAD   -  DILLSBURG (1984)
 KW2041
 KW2041                         *CURRENT SURVEY CONTROL
 KW2041  ___________________________________________________________________
 KW2041* NAD 83(1986)-  40 01 46.     (N)    077 05 18.     (W)     SCALED    
 KW2041* NAVD 88     -       156.735  (meters)     514.22   (feet)  ADJUSTED  
 KW2041  ___________________________________________________________________
 KW2041  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KW2041  DYNAMIC HT  -         156.653 (meters)     513.95  (feet)  COMP
 KW2041  MODELED GRAV-     980,099.9   (mgal)                       NAVD 88
 KW2041
 KW2041  VERT ORDER  -  SECOND    CLASS 0
 KW2041
 KW2041.The horizontal coordinates were scaled from a topographic map and have
 KW2041.an estimated accuracy of +/- 6 seconds.
 KW2041
 KW2041.The orthometric height was determined by differential leveling
 KW2041.and adjusted by the National Geodetic Survey in June 1991..
 KW2041
 KW2041.The geoid height was determined by GEOID03.
 KW2041
 KW2041.The dynamic height is computed by dividing the NAVD 88
 KW2041.geopotential number by the normal gravity value computed on the
 KW2041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2041.degrees latitude (g = 980.6199 gals.).
 KW2041
 KW2041.The modeled gravity was interpolated from observed gravity values.
 KW2041
 KW2041;                    North         East    Units  Estimated Accuracy
 KW2041;SPC PA S     -    77,500.      656,480.      MT  (+/- 180 meters Scaled)
 KW2041
 KW2041                          SUPERSEDED SURVEY CONTROL
 KW2041
 KW2041  NGVD 29 (??/??/??)  156.931  (m)          514.86   (f) ADJUSTED    2 0
 KW2041
 KW2041.Superseded values are not recommended for survey control.
 KW2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2041.See file dsdata.txt to determine how the superseded data were derived.
 KW2041
 KW2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK218331(NAD 83)
 KW2041_MARKER: DB = BENCH MARK DISK
 KW2041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2041_SP_SET: BRIDGE
 KW2041_STAMPING: J 163 1942
 KW2041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2041
 KW2041  HISTORY     - Date     Condition        Report By
 KW2041  HISTORY     - 1942     MONUMENTED       CGS
 KW2041  HISTORY     - 1952     GOOD             CGS
 KW2041  HISTORY     - 20001231 GOOD             NGS
 KW2041  HISTORY     - 20060419 GOOD             GEOCAC
 KW2041
 KW2041                          STATION DESCRIPTION
 KW2041
 KW2041'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW2041'6.9 MI E FROM GOODYEAR.
 KW2041'ABOUT 2.1 MILES EAST ALONG ROAD NO. 21030 FROM THE READING CO.
 KW2041'RAILROAD STATION AT GOODYEAR, THENCE, ABOUT 2.4 MILES EAST ALONG
 KW2041'ROAD NO. 01012, THENCE, ABOUT 1.0 MILE EAST AND SOUTH ALONG A
 KW2041'COUNTRY ROAD, THENCE, 1.4 MILES SOUTH-EAST ALONG ROAD NO. 01009,
 KW2041'9.5 FT. SOUTH OF THE CENTER LINE OF ROAD NO. 01009, A STANDARD
 KW2041'DISK SET IN THE TOP OF THE SOUTH-EAST WING WALL OF A CONCRETE
 KW2041'BRIDGE.
 KW2041
 KW2041                          STATION RECOVERY (1952)
 KW2041
 KW2041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 KW2041'RECOVERED IN GOOD CONDITION.
 KW2041
 KW2041                          STATION RECOVERY (2000)
 KW2041
 KW2041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 KW2041'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KW2041
 KW2041                          STATION RECOVERY (2006)
 KW2041
 KW2041'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2041'BRIDGE AND MARK ARE LOCATED ON MOUNTAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2068 ***********************************************************************
 KW2068  DESIGNATION -  J 164
 KW2068  PID         -  KW2068
 KW2068  STATE/COUNTY-  PA/CUMBERLAND
 KW2068  USGS QUAD   -  MOUNT HOLLY SPRINGS (1973)
 KW2068
 KW2068                         *CURRENT SURVEY CONTROL
 KW2068  ___________________________________________________________________
 KW2068* NAD 83(1986)-  40 01 25.     (N)    077 14 11.     (W)     SCALED    
 KW2068* NAVD 88     -       337.792  (meters)    1108.24   (feet)  ADJUSTED  
 KW2068  ___________________________________________________________________
 KW2068  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KW2068  DYNAMIC HT  -         337.601 (meters)    1107.61  (feet)  COMP
 KW2068  MODELED GRAV-     980,051.8   (mgal)                       NAVD 88
 KW2068
 KW2068  VERT ORDER  -  SECOND    CLASS 0
 KW2068
 KW2068.The horizontal coordinates were scaled from a topographic map and have
 KW2068.an estimated accuracy of +/- 6 seconds.
 KW2068
 KW2068.The orthometric height was determined by differential leveling
 KW2068.and adjusted by the National Geodetic Survey in June 1991..
 KW2068
 KW2068.The geoid height was determined by GEOID03.
 KW2068
 KW2068.The dynamic height is computed by dividing the NAVD 88
 KW2068.geopotential number by the normal gravity value computed on the
 KW2068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2068.degrees latitude (g = 980.6199 gals.).
 KW2068
 KW2068.The modeled gravity was interpolated from observed gravity values.
 KW2068
 KW2068;                    North         East    Units  Estimated Accuracy
 KW2068;SPC PA S     -    76,770.      643,840.      MT  (+/- 180 meters Scaled)
 KW2068
 KW2068                          SUPERSEDED SURVEY CONTROL
 KW2068
 KW2068  NGVD 29 (??/??/??)  337.971  (m)         1108.83   (f) ADJUSTED    2 0
 KW2068
 KW2068.Superseded values are not recommended for survey control.
 KW2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2068.See file dsdata.txt to determine how the superseded data were derived.
 KW2068
 KW2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK091327(NAD 83)
 KW2068_MARKER: DB = BENCH MARK DISK
 KW2068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2068_SP_SET: WALL
 KW2068_STAMPING: J 164 1942
 KW2068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2068+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2006
 KW2068
 KW2068  HISTORY     - Date     Condition        Report By
 KW2068  HISTORY     - 1942     MONUMENTED       CGS
 KW2068  HISTORY     - 1952     GOOD             CGS
 KW2068  HISTORY     - 20060411 GOOD             GEOCAC
 KW2068
 KW2068                          STATION DESCRIPTION
 KW2068
 KW2068'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KW2068'1.6 MI SW FROM GOODYEAR.
 KW2068'1.6 MILES SOUTHWEST ALONG THE READING COMPANY RAILWAY FROM THE
 KW2068'STATION AT GOODYEAR, CUMBERLAND COUNTY, THENCE 0.2 MILE NORTH
 KW2068'ALONG A DIRT ROAD, THENCE 0.4 MILE WEST ALONG A PAVED ROAD,
 KW2068'AND THENCE 0.5 MILE SOUTHWEST ALONG COON ROAD, 15 FEET NORTH
 KW2068'OF THE CENTERLINE OF THE ROAD, AT A LARGE BRICK HOUSE, IN THE
 KW2068'TOP OF THE ROCK WALL BETWEEN THE HOUSE, AND THE ROAD, 28.2 FEET
 KW2068'SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE, 11.4 FEET EAST OF
 KW2068'THE SOUTHWEST CORNER OF THE WALL WHICH IS THE EAST SIDE OF
 KW2068'THE CONCRETE STEPS.  A STANDARD DISK, STAMPED J 164 1942.
 KW2068
 KW2068                          STATION RECOVERY (2006)
 KW2068
 KW2068'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2074 ***********************************************************************
 KW2074  DESIGNATION -  J 165
 KW2074  PID         -  KW2074
 KW2074  STATE/COUNTY-  PA/CUMBERLAND
 KW2074  USGS QUAD   -  WALNUT BOTTOM (1977)
 KW2074
 KW2074                         *CURRENT SURVEY CONTROL
 KW2074  ___________________________________________________________________
 KW2074* NAD 83(1986)-  40 05 18.     (N)    077 24 15.     (W)     SCALED    
 KW2074* NAVD 88     -       223.041  (meters)     731.76   (feet)  ADJUSTED  
 KW2074  ___________________________________________________________________
 KW2074  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KW2074  DYNAMIC HT  -         222.916 (meters)     731.35  (feet)  COMP
 KW2074  MODELED GRAV-     980,061.2   (mgal)                       NAVD 88
 KW2074
 KW2074  VERT ORDER  -  FIRST     CLASS II
 KW2074
 KW2074.The horizontal coordinates were scaled from a topographic map and have
 KW2074.an estimated accuracy of +/- 6 seconds.
 KW2074
 KW2074.The orthometric height was determined by differential leveling
 KW2074.and adjusted by the National Geodetic Survey in June 1991..
 KW2074
 KW2074.The geoid height was determined by GEOID03.
 KW2074
 KW2074.The dynamic height is computed by dividing the NAVD 88
 KW2074.geopotential number by the normal gravity value computed on the
 KW2074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2074.degrees latitude (g = 980.6199 gals.).
 KW2074
 KW2074.The modeled gravity was interpolated from observed gravity values.
 KW2074
 KW2074;                    North         East    Units  Estimated Accuracy
 KW2074;SPC PA S     -    83,890.      629,490.      MT  (+/- 180 meters Scaled)
 KW2074
 KW2074                          SUPERSEDED SURVEY CONTROL
 KW2074
 KW2074  NGVD 29 (??/??/??)  223.240  (m)          732.41   (f) ADJUSTED    1 2
 KW2074
 KW2074.Superseded values are not recommended for survey control.
 KW2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2074.See file dsdata.txt to determine how the superseded data were derived.
 KW2074
 KW2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK950403(NAD 83)
 KW2074_MARKER: DB = BENCH MARK DISK
 KW2074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2074_STAMPING: J 165 1942
 KW2074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2074+STABILITY: SURFACE MOTION
 KW2074
 KW2074  HISTORY     - Date     Condition        Report By
 KW2074  HISTORY     - 1942     MONUMENTED       CGS
 KW2074  HISTORY     - 1960     GOOD             CGS
 KW2074  HISTORY     - 1979     GOOD             NGS
 KW2074
 KW2074                          STATION DESCRIPTION
 KW2074
 KW2074'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2074'7.3 MI E FROM SHIPPENSBURG.
 KW2074'0.2 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE FIRST
 KW2074'NATIONAL BANK AT SHIPPENSBURG, CUMBERLAND COUNTY, THENCE 7.1 MILES
 KW2074'EAST ALONG THE READING COMPANY RAILWAY, AT A NORTH AND SOUTH PAVED
 KW2074'ROAD CROSSING NEAR WALNUT BOTTOM, 97 FEET NORTHWEST OF THE
 KW2074'NORTHWEST RAIL OF THE NORTHWEST MAIN TRACK, 65.5 FEET NORTH OF
 KW2074'THE NORTH CORNER OF A LARGE BRICK WAREHOUSE, 44 FEET WEST OF THE
 KW2074'CENTERLINE OF THE ROAD, 2.5 FEET EAST OF A CORNER FENCE POST,
 KW2074'AND 1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 KW2074'DISK, STAMPED J 164 1942 AND SET IN THE TOP OF A CONCRETE POST.
 KW2074
 KW2074                          STATION RECOVERY (1979)
 KW2074
 KW2074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2025 ***********************************************************************
 KW2025  DESIGNATION -  J 167
 KW2025  PID         -  KW2025
 KW2025  STATE/COUNTY-  PA/CUMBERLAND
 KW2025  USGS QUAD   -  MOUNT HOLLY SPRINGS (1973)
 KW2025
 KW2025                         *CURRENT SURVEY CONTROL
 KW2025  ___________________________________________________________________
 KW2025* NAD 83(1986)-  40 07 23.     (N)    077 08 36.     (W)     SCALED    
 KW2025* NAVD 88     -       163.419  (meters)     536.15   (feet)  ADJUSTED  
 KW2025  ___________________________________________________________________
 KW2025  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 KW2025  DYNAMIC HT  -         163.333 (meters)     535.87  (feet)  COMP
 KW2025  MODELED GRAV-     980,093.1   (mgal)                       NAVD 88
 KW2025
 KW2025  VERT ORDER  -  SECOND    CLASS 0
 KW2025
 KW2025.The horizontal coordinates were scaled from a topographic map and have
 KW2025.an estimated accuracy of +/- 6 seconds.
 KW2025
 KW2025.The orthometric height was determined by differential leveling
 KW2025.and adjusted by the National Geodetic Survey in June 1991..
 KW2025
 KW2025.The geoid height was determined by GEOID03.
 KW2025
 KW2025.The dynamic height is computed by dividing the NAVD 88
 KW2025.geopotential number by the normal gravity value computed on the
 KW2025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2025.degrees latitude (g = 980.6199 gals.).
 KW2025
 KW2025.The modeled gravity was interpolated from observed gravity values.
 KW2025
 KW2025;                    North         East    Units  Estimated Accuracy
 KW2025;SPC PA S     -    87,860.      651,710.      MT  (+/- 180 meters Scaled)
 KW2025
 KW2025                          SUPERSEDED SURVEY CONTROL
 KW2025
 KW2025  NGVD 29 (??/??/??)  163.625  (m)          536.83   (f) ADJUSTED    2 0
 KW2025
 KW2025.Superseded values are not recommended for survey control.
 KW2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2025.See file dsdata.txt to determine how the superseded data were derived.
 KW2025
 KW2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK173436(NAD 83)
 KW2025_MARKER: DB = BENCH MARK DISK
 KW2025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2025_SP_SET: BRIDGE SEAT
 KW2025_STAMPING: J 167 1942
 KW2025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2025
 KW2025  HISTORY     - Date     Condition        Report By
 KW2025  HISTORY     - 1942     MONUMENTED       CGS
 KW2025  HISTORY     - 1952     GOOD             CGS
 KW2025
 KW2025                          STATION DESCRIPTION
 KW2025
 KW2025'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW2025'2 MI SW FROM BOILING SPRINGS.
 KW2025'ABOUT 2.0 MILES SOUTH-WEST ALONG THE READING CO. RAILROAD FROM
 KW2025'THE STATION AT BOILING SPRINGS, 51 FT. SOUTH-WEST OF A SIGNAL
 KW2025'TOWER, 9 FT. NORTH-WEST OF THE CENTER LINE OF THE WEST BOUND
 KW2025'TRACK, A STANDARD DISK SET IN THE NORTH-WEST CONCRETE BRIDGE
 KW2025'SEAT OF AN OVERPASS NO. 19-36.
 KW2025
 KW2025                          STATION RECOVERY (1952)
 KW2025
 KW2025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 KW2025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1036 ***********************************************************************
 KW1036  DESIGNATION -  J 168
 KW1036  PID         -  KW1036
 KW1036  STATE/COUNTY-  PA/YORK
 KW1036  USGS QUAD   -  YORK HAVEN (1990)
 KW1036
 KW1036                         *CURRENT SURVEY CONTROL
 KW1036  ___________________________________________________________________
 KW1036* NAD 83(1986)-  40 06 37.     (N)    076 42 47.     (W)     SCALED    
 KW1036* NAVD 88     -       101.678  (meters)     333.59   (feet)  ADJUSTED  
 KW1036  ___________________________________________________________________
 KW1036  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KW1036  DYNAMIC HT  -         101.624 (meters)     333.41  (feet)  COMP
 KW1036  MODELED GRAV-     980,097.2   (mgal)                       NAVD 88
 KW1036
 KW1036  VERT ORDER  -  SECOND    CLASS 0
 KW1036
 KW1036.The horizontal coordinates were scaled from a topographic map and have
 KW1036.an estimated accuracy of +/- 6 seconds.
 KW1036
 KW1036.The orthometric height was determined by differential leveling
 KW1036.and adjusted by the National Geodetic Survey in June 1991..
 KW1036
 KW1036.The geoid height was determined by GEOID03.
 KW1036
 KW1036.The dynamic height is computed by dividing the NAVD 88
 KW1036.geopotential number by the normal gravity value computed on the
 KW1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1036.degrees latitude (g = 980.6199 gals.).
 KW1036
 KW1036.The modeled gravity was interpolated from observed gravity values.
 KW1036
 KW1036;                    North         East    Units  Estimated Accuracy
 KW1036;SPC PA S     -    86,790.      688,400.      MT  (+/- 180 meters Scaled)
 KW1036
 KW1036                          SUPERSEDED SURVEY CONTROL
 KW1036
 KW1036  NGVD 29 (??/??/??)  101.910  (m)          334.35   (f) ADJUSTED    2 0
 KW1036
 KW1036.Superseded values are not recommended for survey control.
 KW1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1036.See file dsdata.txt to determine how the superseded data were derived.
 KW1036
 KW1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK540414(NAD 83)
 KW1036_MARKER: DB = BENCH MARK DISK
 KW1036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1036_SP_SET: FLAGPOLE CON BASE
 KW1036_STAMPING: J 168 1942
 KW1036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW1036+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2006
 KW1036
 KW1036  HISTORY     - Date     Condition        Report By
 KW1036  HISTORY     - 1942     MONUMENTED       CGS
 KW1036  HISTORY     - 20040808 GOOD             GEOCAC
 KW1036  HISTORY     - 20060301 GOOD             INDIV
 KW1036
 KW1036                          STATION DESCRIPTION
 KW1036
 KW1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1036'AT YORK HAVEN.
 KW1036'AT YORK HAVEN 26 FT. SOUTH OF THE SOUTH-EAST CORNER OF THE YORK
 KW1036'HAVEN LIBRARY, 27 FT. NORTH-EAST OF THE CENTER LINE OF HIGHWAY
 KW1036'NO. 24, A STANDARD DISK SET IN THE CONCRETE BASE OF A FLAG
 KW1036'POLE.
 KW1036
 KW1036                          STATION RECOVERY (2004)
 KW1036
 KW1036'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1036'RECOVERED IN GOOD CONDITION.
 KW1036
 KW1036                          STATION RECOVERY (2006)
 KW1036
 KW1036'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JFP)
 KW1036'RECOVERED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0699 ***********************************************************************
 KW0699  DESIGNATION -  J 169
 KW0699  PID         -  KW0699
 KW0699  STATE/COUNTY-  PA/LEBANON
 KW0699  USGS QUAD   -  LEBANON (1995)
 KW0699
 KW0699                         *CURRENT SURVEY CONTROL
 KW0699  ___________________________________________________________________
 KW0699* NAD 83(1986)-  40 15 35.     (N)    076 26 49.     (W)     SCALED    
 KW0699* NAVD 88     -       225.781  (meters)     740.75   (feet)  ADJUSTED  
 KW0699  ___________________________________________________________________
 KW0699  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 KW0699  DYNAMIC HT  -         225.659 (meters)     740.35  (feet)  COMP
 KW0699  MODELED GRAV-     980,081.0   (mgal)                       NAVD 88
 KW0699
 KW0699  VERT ORDER  -  SECOND    CLASS 0
 KW0699
 KW0699.The horizontal coordinates were scaled from a topographic map and have
 KW0699.an estimated accuracy of +/- 6 seconds.
 KW0699
 KW0699.The orthometric height was determined by differential leveling
 KW0699.and adjusted by the National Geodetic Survey in June 1991..
 KW0699
 KW0699.The geoid height was determined by GEOID03.
 KW0699
 KW0699.The dynamic height is computed by dividing the NAVD 88
 KW0699.geopotential number by the normal gravity value computed on the
 KW0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0699.degrees latitude (g = 980.6199 gals.).
 KW0699
 KW0699.The modeled gravity was interpolated from observed gravity values.
 KW0699
 KW0699;                    North         East    Units  Estimated Accuracy
 KW0699;SPC PA S     -   103,680.      710,840.      MT  (+/- 180 meters Scaled)
 KW0699
 KW0699                          SUPERSEDED SURVEY CONTROL
 KW0699
 KW0699  NGVD 29 (??/??/??)  226.011  (m)          741.50   (f) ADJUSTED    2 0
 KW0699
 KW0699.Superseded values are not recommended for survey control.
 KW0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0699.See file dsdata.txt to determine how the superseded data were derived.
 KW0699
 KW0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK769575(NAD 83)
 KW0699_MARKER: DB = BENCH MARK DISK
 KW0699_SETTING: 66 = SET IN ROCK OUTCROP
 KW0699_SP_SET: ROCK OUTCROP
 KW0699_STAMPING: J-169 1942
 KW0699_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW0699+STABILITY: POSITION/ELEVATION WELL
 KW0699_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0699+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2004
 KW0699
 KW0699  HISTORY     - Date     Condition        Report By
 KW0699  HISTORY     - 1942     MONUMENTED       CGS
 KW0699  HISTORY     - 20040321 GOOD             GEOCAC
 KW0699
 KW0699                          STATION DESCRIPTION
 KW0699
 KW0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0699'2.2 MI SW FROM CORNWALL.
 KW0699'ABOUT 2.2 MILES SOUTH-WEST ALONG THE CORNWALL AND LEBANON
 KW0699'RAILROAD FROM THE POST OFFICE AT CORNWALL, ABOUT 33 RAILS EAST
 KW0699'OF MILE POST 8-14, 39.5 FT. SOUTH OF THE CENTER LINE OF THE
 KW0699'TRACK, 10.5 FT. NORTH OF A 14 INCH WHITE OAK TREE WITH A
 KW0699'TRIANGULAR BLAZE.  A STANDARD DISK SET IN A ROCK OUTCROP ABOUT
 KW0699'3.0 FT. LOWER THAN THE TRACK.
 KW0699
 KW0699                          STATION RECOVERY (2004)
 KW0699
 KW0699'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0699'MARK FOUND IN GOOD CONDITION. CORNWALL AND LEBANON RAILROAD IS NOW A
 KW0699'WALKING TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1075 ***********************************************************************
 LZ1075  DESIGNATION -  J 17
 LZ1075  PID         -  LZ1075
 LZ1075  STATE/COUNTY-  PA/LYCOMING
 LZ1075  USGS QUAD   -  JERSEY MILLS (1983)
 LZ1075
 LZ1075                         *CURRENT SURVEY CONTROL
 LZ1075  ___________________________________________________________________
 LZ1075* NAD 83(1986)-  41 20 31.     (N)    077 23 36.     (W)     SCALED    
 LZ1075* NAVD 88     -       196.372  (meters)     644.26   (feet)  ADJUSTED  
 LZ1075  ___________________________________________________________________
 LZ1075  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 LZ1075  DYNAMIC HT  -         196.285 (meters)     643.98  (feet)  COMP
 LZ1075  MODELED GRAV-     980,175.6   (mgal)                       NAVD 88
 LZ1075
 LZ1075  VERT ORDER  -  SECOND    CLASS 0
 LZ1075
 LZ1075.The horizontal coordinates were scaled from a topographic map and have
 LZ1075.an estimated accuracy of +/- 6 seconds.
 LZ1075
 LZ1075.The orthometric height was determined by differential leveling
 LZ1075.and adjusted by the National Geodetic Survey in June 1991..
 LZ1075
 LZ1075.The geoid height was determined by GEOID03.
 LZ1075
 LZ1075.The dynamic height is computed by dividing the NAVD 88
 LZ1075.geopotential number by the normal gravity value computed on the
 LZ1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1075.degrees latitude (g = 980.6199 gals.).
 LZ1075
 LZ1075.The modeled gravity was interpolated from observed gravity values.
 LZ1075
 LZ1075;                    North         East    Units  Estimated Accuracy
 LZ1075;SPC PA N     -   130,580.      629,850.      MT  (+/- 180 meters Scaled)
 LZ1075
 LZ1075                          SUPERSEDED SURVEY CONTROL
 LZ1075
 LZ1075  NGVD 29 (??/??/92)  196.563  (m)          644.89   (f) ADJ UNCH    2 0
 LZ1075
 LZ1075.Superseded values are not recommended for survey control.
 LZ1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1075.See file dsdata.txt to determine how the superseded data were derived.
 LZ1075
 LZ1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL997794(NAD 83)
 LZ1075_MARKER: DB = BENCH MARK DISK
 LZ1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1075_STAMPING: J 17 1934
 LZ1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1075+STABILITY: SURFACE MOTION
 LZ1075
 LZ1075  HISTORY     - Date     Condition        Report By
 LZ1075  HISTORY     - 1934     MONUMENTED       CGS
 LZ1075  HISTORY     - 1960     MARK NOT FOUND   NGS
 LZ1075
 LZ1075                          STATION DESCRIPTION
 LZ1075
 LZ1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1075'3 MI N FROM WATERVILLE.
 LZ1075'ABOUT 3.0 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LZ1075'WATERVILLE, LYCOMING COUNTY, ABOUT 1.7 MILES SOUTHEAST OF
 LZ1075'JERSEY MILLS, IN THE BACK YARD OF THE PATRICK CASSODY PROPERTY
 LZ1075'25 FEET WEST OF THE SOUTHWEST CORNER OF A FRAME DWELLING, 35 FEET
 LZ1075'EAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 4 FEET HIGHER
 LZ1075'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED J 17 1934 AND
 LZ1075'SET IN THE TOP OF A CONCRETE POST.
 LZ1075
 LZ1075                          STATION RECOVERY (1960)
 LZ1075
 LZ1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 LZ1075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0909 ***********************************************************************
 KW0909  DESIGNATION -  J 170
 KW0909  PID         -  KW0909
 KW0909  STATE/COUNTY-  PA/DAUPHIN
 KW0909  USGS QUAD   -  MIDDLETOWN (1990)
 KW0909
 KW0909                         *CURRENT SURVEY CONTROL
 KW0909  ___________________________________________________________________
 KW0909* NAD 83(1986)-  40 10 56.     (N)    076 43 34.     (W)     SCALED    
 KW0909* NAVD 88     -        93.188  (meters)     305.73   (feet)  POSTED    
 KW0909  ___________________________________________________________________
 KW0909  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 KW0909  DYNAMIC HT  -          93.140 (meters)     305.58  (feet)  COMP
 KW0909  MODELED GRAV-     980,101.6   (mgal)                       NAVD 88
 KW0909
 KW0909  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 KW0909
 KW0909.The horizontal coordinates were scaled from a topographic map and have
 KW0909.an estimated accuracy of +/- 6 seconds.
 KW0909
 KW0909.The orthometric height was determined by differential leveling
 KW0909.and adjusted by the National Geodetic Survey in 1992..
 KW0909.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 KW0909.rate of 3.1 thru 4.0 mm/km.
 KW0909
 KW0909.The geoid height was determined by GEOID03.
 KW0909
 KW0909.The dynamic height is computed by dividing the NAVD 88
 KW0909.geopotential number by the normal gravity value computed on the
 KW0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0909.degrees latitude (g = 980.6199 gals.).
 KW0909
 KW0909.The modeled gravity was interpolated from observed gravity values.
 KW0909
 KW0909;                    North         East    Units  Estimated Accuracy
 KW0909;SPC PA S     -    94,760.      687,200.      MT  (+/- 180 meters Scaled)
 KW0909
 KW0909                          SUPERSEDED SURVEY CONTROL
 KW0909
 KW0909  NGVD 29 (??/??/??)   93.427  (m)          306.52   (f) ADJUSTED    1 2
 KW0909
 KW0909.Superseded values are not recommended for survey control.
 KW0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0909.See file dsdata.txt to determine how the superseded data were derived.
 KW0909
 KW0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK530494(NAD 83)
 KW0909_MARKER: DB = BENCH MARK DISK
 KW0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0909_STAMPING: J 170 1942
 KW0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0909+STABILITY: SURFACE MOTION
 KW0909
 KW0909  HISTORY     - Date     Condition        Report By
 KW0909  HISTORY     - 1942     MONUMENTED       CGS
 KW0909  HISTORY     - 1956     MARK NOT FOUND   USGS
 KW0909
 KW0909                          STATION DESCRIPTION
 KW0909
 KW0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0909'0.8 MI S FROM MIDDLETOWN.
 KW0909'ABOUT 0.8 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW0909'STATION AT MIDDLETOWN, DAUPHIN COUNTY, 78 FEET SOUTHEAST OF A
 KW0909'BRICK WAREHOUSE, AT A ROAD CROSSING, 51 FEET SOUTH OF THE CENTER
 KW0909'LINE OF THE ROAD, 19.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND
 KW0909'1.5 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 KW0909'DISK, STAMPED J 170 1942 AND SET IN THE TOP OF A CONCRETE POST.
 KW0909
 KW0909                          STATION RECOVERY (1956)
 KW0909
 KW0909'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 KW0909'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0692 ***********************************************************************
 KW0692  DESIGNATION -  J 171 PADH
 KW0692  PID         -  KW0692
 KW0692  STATE/COUNTY-  PA/LANCASTER
 KW0692  USGS QUAD   -  LITITZ (1995)
 KW0692
 KW0692                         *CURRENT SURVEY CONTROL
 KW0692  ___________________________________________________________________
 KW0692* NAD 83(1986)-  40 13 09.     (N)    076 15 26.     (W)     SCALED    
 KW0692* NAVD 88     -       109.225  (meters)     358.35   (feet)  ADJUSTED  
 KW0692  ___________________________________________________________________
 KW0692  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 KW0692  DYNAMIC HT  -         109.168 (meters)     358.16  (feet)  COMP
 KW0692  MODELED GRAV-     980,098.5   (mgal)                       NAVD 88
 KW0692
 KW0692  VERT ORDER  -  SECOND    CLASS 0
 KW0692
 KW0692.The horizontal coordinates were scaled from a topographic map and have
 KW0692.an estimated accuracy of +/- 6 seconds.
 KW0692
 KW0692.The orthometric height was determined by differential leveling
 KW0692.and adjusted by the National Geodetic Survey in June 1991..
 KW0692
 KW0692.The geoid height was determined by GEOID03.
 KW0692
 KW0692.The dynamic height is computed by dividing the NAVD 88
 KW0692.geopotential number by the normal gravity value computed on the
 KW0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0692.degrees latitude (g = 980.6199 gals.).
 KW0692
 KW0692.The modeled gravity was interpolated from observed gravity values.
 KW0692
 KW0692;                    North         East    Units  Estimated Accuracy
 KW0692;SPC PA S     -    99,430.      727,060.      MT  (+/- 180 meters Scaled)
 KW0692
 KW0692                          SUPERSEDED SURVEY CONTROL
 KW0692
 KW0692  NGVD 29 (??/??/??)  109.444  (m)          359.07   (f) ADJUSTED    2 0
 KW0692
 KW0692.Superseded values are not recommended for survey control.
 KW0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0692.See file dsdata.txt to determine how the superseded data were derived.
 KW0692
 KW0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK930528(NAD 83)
 KW0692_MARKER: DD = SURVEY DISK
 KW0692_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0692_SP_SET: BRIDGE
 KW0692_STAMPING: J 171 1942
 KW0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0692
 KW0692  HISTORY     - Date     Condition        Report By
 KW0692  HISTORY     - 1942     MONUMENTED       PADH
 KW0692  HISTORY     - 1942     GOOD             CGS
 KW0692  HISTORY     - 20060128 GOOD             GEOCAC
 KW0692
 KW0692                          STATION DESCRIPTION
 KW0692
 KW0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0692'0.1 MI NW FROM CLAY.
 KW0692'ABOUT 0.1 MILE NORTHWEST OF THE POST OFFICE AT CLAY, 23 FEET
 KW0692'SOUTHWEST OF THE CENTER LINE OF HIGHWAY U.S. 322, A PENNA.
 KW0692'HIGHWAY DEPT. DISK SET IN THE TOP OF THE SOUTHWEST WING WALL
 KW0692'OF A CONCRETE BRIDGE OVER MIDDLE CREEK.
 KW0692
 KW0692                          STATION RECOVERY (2006)
 KW0692
 KW0692'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2324 ***********************************************************************
 KV2324  DESIGNATION -  J 172
 KV2324  PID         -  KV2324
 KV2324  STATE/COUNTY-  PA/BERKS
 KV2324  USGS QUAD   -  FLEETWOOD (1980)
 KV2324
 KV2324                         *CURRENT SURVEY CONTROL
 KV2324  ___________________________________________________________________
 KV2324* NAD 83(1986)-  40 25 52.     (N)    075 49 20.     (W)     SCALED    
 KV2324* NAVD 88     -       229.439  (meters)     752.75   (feet)  ADJUSTED  
 KV2324  ___________________________________________________________________
 KV2324  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 KV2324  DYNAMIC HT  -         229.316 (meters)     752.35  (feet)  COMP
 KV2324  MODELED GRAV-     980,085.6   (mgal)                       NAVD 88
 KV2324
 KV2324  VERT ORDER  -  SECOND    CLASS 0
 KV2324
 KV2324.The horizontal coordinates were scaled from a topographic map and have
 KV2324.an estimated accuracy of +/- 6 seconds.
 KV2324
 KV2324.The orthometric height was determined by differential leveling
 KV2324.and adjusted by the National Geodetic Survey in June 1991..
 KV2324
 KV2324.The geoid height was determined by GEOID03.
 KV2324
 KV2324.The dynamic height is computed by dividing the NAVD 88
 KV2324.geopotential number by the normal gravity value computed on the
 KV2324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2324.degrees latitude (g = 980.6199 gals.).
 KV2324
 KV2324.The modeled gravity was interpolated from observed gravity values.
 KV2324
 KV2324;                    North         East    Units  Estimated Accuracy
 KV2324;SPC PA S     -   123,680.      763,560.      MT  (+/- 180 meters Scaled)
 KV2324
 KV2324                          SUPERSEDED SURVEY CONTROL
 KV2324
 KV2324  NGVD 29 (??/??/??)  229.656  (m)          753.46   (f) ADJUSTED    2 0
 KV2324
 KV2324.Superseded values are not recommended for survey control.
 KV2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2324.See file dsdata.txt to determine how the superseded data were derived.
 KV2324
 KV2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK302759(NAD 83)
 KV2324_MARKER: DB = BENCH MARK DISK
 KV2324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2324_STAMPING: J 172 1942
 KV2324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2324+STABILITY: SURFACE MOTION
 KV2324
 KV2324  HISTORY     - Date     Condition        Report By
 KV2324  HISTORY     - 1942     MONUMENTED       CGS
 KV2324  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 KV2324
 KV2324                          STATION DESCRIPTION
 KV2324
 KV2324'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2324'1.7 MI S FROM FLEETWOOD.
 KV2324'ABOUT 1.7 MILES SOUTH ALONG HIGHWAY NO. 662 FROM THE READING CO.
 KV2324'RAILROAD STATION AT FLEETWOOD, 79 FEET SOUTHEAST OF THE SOUTHEAST
 KV2324'CORNER OF A TIN-ROOFED LOG BARN, 23 FEET EAST OF THE CENTER LINE
 KV2324'OF HIGHWAY NO. 662, 18 FEET NORTHWEST OF A 10-INCH APPLE TREE, 1.0
 KV2324'FEET WEST OF A WHITE POST STENCILED U.S.B.M., A STANDARD DISK
 KV2324'SET IN A CONCRETE POST IN THE WEST EDGE OF AN ORCHARD.
 KV2324
 KV2324                          STATION RECOVERY (1991)
 KV2324
 KV2324'RECOVERY NOTE BY US POWER SQUADRON 1991 (RDF)
 KV2324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0581 ***********************************************************************
 KW0581  DESIGNATION -  J 173
 KW0581  PID         -  KW0581
 KW0581  STATE/COUNTY-  PA/BERKS
 KW0581  USGS QUAD   -  STRAUSSTOWN (1974)
 KW0581
 KW0581                         *CURRENT SURVEY CONTROL
 KW0581  ___________________________________________________________________
 KW0581* NAD 83(1986)-  40 27 27.     (N)    076 14 41.     (W)     SCALED    
 KW0581* NAVD 88     -       178.606  (meters)     585.98   (feet)  ADJUSTED  
 KW0581  ___________________________________________________________________
 KW0581  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 KW0581  DYNAMIC HT  -         178.514 (meters)     585.67  (feet)  COMP
 KW0581  MODELED GRAV-     980,107.3   (mgal)                       NAVD 88
 KW0581
 KW0581  VERT ORDER  -  SECOND    CLASS 0
 KW0581
 KW0581.The horizontal coordinates were scaled from a topographic map and have
 KW0581.an estimated accuracy of +/- 6 seconds.
 KW0581
 KW0581.The orthometric height was determined by differential leveling
 KW0581.and adjusted by the National Geodetic Survey in June 1991..
 KW0581
 KW0581.The geoid height was determined by GEOID03.
 KW0581
 KW0581.The dynamic height is computed by dividing the NAVD 88
 KW0581.geopotential number by the normal gravity value computed on the
 KW0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0581.degrees latitude (g = 980.6199 gals.).
 KW0581
 KW0581.The modeled gravity was interpolated from observed gravity values.
 KW0581
 KW0581;                    North         East    Units  Estimated Accuracy
 KW0581;SPC PA S     -   125,910.      727,670.      MT  (+/- 180 meters Scaled)
 KW0581
 KW0581                          SUPERSEDED SURVEY CONTROL
 KW0581
 KW0581  NGVD 29 (??/??/??)  178.808  (m)          586.64   (f) ADJUSTED    2 0
 KW0581
 KW0581.Superseded values are not recommended for survey control.
 KW0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0581.See file dsdata.txt to determine how the superseded data were derived.
 KW0581
 KW0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK944792(NAD 83)
 KW0581_MARKER: DB = BENCH MARK DISK
 KW0581_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0581_SP_SET: BUILDING
 KW0581_STAMPING: J 173 1942
 KW0581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0581_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0581+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2002
 KW0581
 KW0581  HISTORY     - Date     Condition        Report By
 KW0581  HISTORY     - 1942     MONUMENTED       CGS
 KW0581  HISTORY     - 20021114 GOOD             USPSQD
 KW0581
 KW0581                          STATION DESCRIPTION
 KW0581
 KW0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0581'AT REHRERSBURG.
 KW0581'AT REHRERSBURG, 100 FEET WEST OF THE NORTHWEST CORNER OF THE
 KW0581'POST OFFICE, AT PAUL R. WEBBERS ROCK GARAGE BUILDING.  A STANDARD
 KW0581'DISK, SET VERTICALLY, IN THE NORTHWALL, 1.5 FEET EAST OF THE
 KW0581'NORHTWEST CORNER, AND 1.6 FEET ABOVE THE SIDEWALK.
 KW0581
 KW0581                          STATION RECOVERY (2002)
 KW0581
 KW0581'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW0581'P.O. MOVED TO A NEW LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0174 ***********************************************************************
 KW0174  DESIGNATION -  J 174 PADH
 KW0174  PID         -  KW0174
 KW0174  STATE/COUNTY-  PA/BERKS
 KW0174  USGS QUAD   -  FRIEDENSBURG (1976)
 KW0174
 KW0174                         *CURRENT SURVEY CONTROL
 KW0174  ___________________________________________________________________
 KW0174* NAD 83(1986)-  40 30 21.     (N)    076 13 00.     (W)     SCALED    
 KW0174* NAVD 88     -       221.204  (meters)     725.73   (feet)  ADJUSTED  
 KW0174  ___________________________________________________________________
 KW0174  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 KW0174  DYNAMIC HT  -         221.089 (meters)     725.36  (feet)  COMP
 KW0174  MODELED GRAV-     980,103.8   (mgal)                       NAVD 88
 KW0174
 KW0174  VERT ORDER  -  SECOND    CLASS 0
 KW0174
 KW0174.The horizontal coordinates were scaled from a topographic map and have
 KW0174.an estimated accuracy of +/- 6 seconds.
 KW0174
 KW0174.The orthometric height was determined by differential leveling
 KW0174.and adjusted by the National Geodetic Survey in June 1991..
 KW0174
 KW0174.The geoid height was determined by GEOID03.
 KW0174
 KW0174.The dynamic height is computed by dividing the NAVD 88
 KW0174.geopotential number by the normal gravity value computed on the
 KW0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0174.degrees latitude (g = 980.6199 gals.).
 KW0174
 KW0174.The modeled gravity was interpolated from observed gravity values.
 KW0174
 KW0174;                    North         East    Units  Estimated Accuracy
 KW0174;SPC PA S     -   131,320.      729,950.      MT  (+/- 180 meters Scaled)
 KW0174
 KW0174                          SUPERSEDED SURVEY CONTROL
 KW0174
 KW0174  NGVD 29 (??/??/??)  221.396  (m)          726.36   (f) ADJUSTED    2 0
 KW0174
 KW0174.Superseded values are not recommended for survey control.
 KW0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0174.See file dsdata.txt to determine how the superseded data were derived.
 KW0174
 KW0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK969846(NAD 83)
 KW0174_MARKER: DD = SURVEY DISK
 KW0174_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0174_SP_SET: WALL
 KW0174_STAMPING: J 174 1942
 KW0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0174
 KW0174  HISTORY     - Date     Condition        Report By
 KW0174  HISTORY     - 1942     MONUMENTED       PADH
 KW0174  HISTORY     - 1942     GOOD             CGS
 KW0174  HISTORY     - 19941119 GOOD             USPSQD
 KW0174
 KW0174                          STATION DESCRIPTION
 KW0174
 KW0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0174'4.2 MI N FROM REHRERSBURG.
 KW0174'4.2 MILES NORTH ALONG STATE HIGHWAY NO. 83 FROM THE POST OFFICE
 KW0174'AT REHRERSBURG, AT A CONCRETE BRIDGE.  A PENNSYLVANIA DEPARTMENT
 KW0174'OF HIGHWAYS BRONZE DISK, SET IN THE TOP OF THE SOUTH WINGWALL,
 KW0174'AND 15 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 KW0174
 KW0174                          STATION RECOVERY (1994)
 KW0174
 KW0174'RECOVERY NOTE BY US POWER SQUADRON 1994
 KW0174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1114 ***********************************************************************
 KW1114  DESIGNATION -  J 175
 KW1114  PID         -  KW1114
 KW1114  STATE/COUNTY-  PA/DAUPHIN
 KW1114  USGS QUAD   -  ENDERS (1974)
 KW1114
 KW1114                         *CURRENT SURVEY CONTROL
 KW1114  ___________________________________________________________________
 KW1114* NAD 83(1986)-  40 23 14.     (N)    076 47 21.     (W)     SCALED    
 KW1114* NAVD 88     -       166.086  (meters)     544.90   (feet)  ADJUSTED  
 KW1114  ___________________________________________________________________
 KW1114  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KW1114  DYNAMIC HT  -         166.001 (meters)     544.62  (feet)  COMP
 KW1114  MODELED GRAV-     980,115.1   (mgal)                       NAVD 88
 KW1114
 KW1114  VERT ORDER  -  SECOND    CLASS 0
 KW1114
 KW1114.The horizontal coordinates were scaled from a topographic map and have
 KW1114.an estimated accuracy of +/- 6 seconds.
 KW1114
 KW1114.The orthometric height was determined by differential leveling
 KW1114.and adjusted by the National Geodetic Survey in June 1991..
 KW1114
 KW1114.The geoid height was determined by GEOID03.
 KW1114
 KW1114.The dynamic height is computed by dividing the NAVD 88
 KW1114.geopotential number by the normal gravity value computed on the
 KW1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1114.degrees latitude (g = 980.6199 gals.).
 KW1114
 KW1114.The modeled gravity was interpolated from observed gravity values.
 KW1114
 KW1114;                    North         East    Units  Estimated Accuracy
 KW1114;SPC PA S     -   117,460.      681,580.      MT  (+/- 180 meters Scaled)
 KW1114
 KW1114                          SUPERSEDED SURVEY CONTROL
 KW1114
 KW1114  NGVD 29 (??/??/??)  166.302  (m)          545.61   (f) ADJUSTED    2 0
 KW1114
 KW1114.Superseded values are not recommended for survey control.
 KW1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1114.See file dsdata.txt to determine how the superseded data were derived.
 KW1114
 KW1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK481722(NAD 83)
 KW1114_MARKER: DB = BENCH MARK DISK
 KW1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1114_STAMPING: J 175 1942
 KW1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1114+STABILITY: SURFACE MOTION
 KW1114
 KW1114  HISTORY     - Date     Condition        Report By
 KW1114  HISTORY     - 1942     MONUMENTED       CGS
 KW1114  HISTORY     - 20051127 MARK NOT FOUND   GEOCAC
 KW1114
 KW1114                          STATION DESCRIPTION
 KW1114
 KW1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1114'7.8 MI NE FROM LINGLESTOWN.
 KW1114'5.9 MILES NORTHEAST ALONG STATE HIGHWAY 894 FROM THE POST OFFICE
 KW1114'AT LINGLESTOWN, THENCE 1.9 MILES SOUTHWEST ALONG STATE HIGHWAY
 KW1114'443, ABOUT 0.25 MILE EAST OF A LARGE RED BARN ON THE NORTH SIDE
 KW1114'OF THE HIGHWAY, 27.3 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 KW1114'24.5 FEET NORTHEAST OF POLE 130, 11.2 FEET NORTH OF THE 3-WAY
 KW1114'CORNER FENCE POST, 2 FEET EAST OF THE NORTH-AND-SOUTH FENCE.  A
 KW1114'STANDARD DISK SET IN TOP OF CONCRETE POST.
 KW1114
 KW1114                          STATION RECOVERY (2005)
 KW1114
 KW1114'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW1114'DEPARTMENT OF TRANSPORTATION WORK ON THE ROADWAY MAY HAVE COVERED OR
 KW1114'DESTROYED THE MARK. THERE IS A RIP-RAP CULVERT AT THE INDICATED
 KW1114'LOCATION. POLES HAVE BEEN RENUMBERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1155 ***********************************************************************
 KW1155  DESIGNATION -  J 176
 KW1155  PID         -  KW1155
 KW1155  STATE/COUNTY-  PA/DAUPHIN
 KW1155  USGS QUAD   -  HERSHEY (1990)
 KW1155
 KW1155                         *CURRENT SURVEY CONTROL
 KW1155  ___________________________________________________________________
 KW1155* NAD 83(1986)-  40 16 52.     (N)    076 40 14.     (W)     SCALED    
 KW1155* NAVD 88     -       104.168  (meters)     341.76   (feet)  ADJUSTED  
 KW1155  ___________________________________________________________________
 KW1155  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 KW1155  DYNAMIC HT  -         104.115 (meters)     341.58  (feet)  COMP
 KW1155  MODELED GRAV-     980,118.4   (mgal)                       NAVD 88
 KW1155
 KW1155  VERT ORDER  -  SECOND    CLASS 0
 KW1155
 KW1155.The horizontal coordinates were scaled from a topographic map and have
 KW1155.an estimated accuracy of +/- 6 seconds.
 KW1155
 KW1155.The orthometric height was determined by differential leveling
 KW1155.and adjusted by the National Geodetic Survey in June 1991..
 KW1155
 KW1155.The geoid height was determined by GEOID03.
 KW1155
 KW1155.The dynamic height is computed by dividing the NAVD 88
 KW1155.geopotential number by the normal gravity value computed on the
 KW1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1155.degrees latitude (g = 980.6199 gals.).
 KW1155
 KW1155.The modeled gravity was interpolated from observed gravity values.
 KW1155
 KW1155;                    North         East    Units  Estimated Accuracy
 KW1155;SPC PA S     -   105,800.      691,790.      MT  (+/- 180 meters Scaled)
 KW1155
 KW1155                          SUPERSEDED SURVEY CONTROL
 KW1155
 KW1155  NGVD 29 (??/??/??)  104.387  (m)          342.48   (f) ADJUSTED    2 0
 KW1155
 KW1155.Superseded values are not recommended for survey control.
 KW1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1155.See file dsdata.txt to determine how the superseded data were derived.
 KW1155
 KW1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK579602(NAD 83)
 KW1155_MARKER: DB = BENCH MARK DISK
 KW1155_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1155_SP_SET: BRIDGE
 KW1155_STAMPING: J 175 1942
 KW1155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1155
 KW1155  HISTORY     - Date     Condition        Report By
 KW1155  HISTORY     - 1942     MONUMENTED       CGS
 KW1155  HISTORY     - 1981     GOOD             LOCSUR
 KW1155  HISTORY     - 19950601 MARK NOT FOUND   USPSQD
 KW1155  HISTORY     - 20040730 MARK NOT FOUND   USPSQD
 KW1155
 KW1155                          STATION DESCRIPTION
 KW1155
 KW1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1155'0.3 MI N FROM SWATARA.
 KW1155'0.3 MILE NORTH ALONG STATE HIGHWAY 340 FROM THE STATION AT
 KW1155'SWATARA, SET IN THE CENTER OF THE CONCRETE BRIDGE APPROACH AT THE
 KW1155'SOUTHWEST CORNER OF BRIDGE 149, 11 FEET WEST OF THE CENTERLINE OF
 KW1155'THE HIGHWAY, 6.5 FEET SOUTH OF THE SOUTHWEST CORNER OF THE BRIDGE,
 KW1155'2.5 FEET ABOVE ROAD LEVEL.  A STANDARD DISK.
 KW1155
 KW1155                          STATION RECOVERY (1981)
 KW1155
 KW1155'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 KW1155'RECOVERED IN GOOD CONDITION.
 KW1155
 KW1155                          STATION RECOVERY (1995)
 KW1155
 KW1155'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW1155'MARK NOT FOUND.
 KW1155
 KW1155                          STATION RECOVERY (2004)
 KW1155
 KW1155'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 KW1155'APPARENTLY NEW BRIDGE. NEW UNSTAMPED DISC PUT IN BY PENNA. DEPT OF
 KW1155'TRANSPORTATION SURVEY CONTROL ON TOP OF THE SOUTHEAST CORNER OF THE
 KW1155'EAST WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1484 ***********************************************************************
 KW1484  DESIGNATION -  J 177
 KW1484  PID         -  KW1484
 KW1484  STATE/COUNTY-  PA/DAUPHIN
 KW1484  USGS QUAD   -  LYKENS (1977)
 KW1484
 KW1484                         *CURRENT SURVEY CONTROL
 KW1484  ___________________________________________________________________
 KW1484* NAD 83(1986)-  40 30 33.     (N)    076 38 38.     (W)     SCALED    
 KW1484* NAVD 88     -       218.996  (meters)     718.49   (feet)  ADJUSTED  
 KW1484  ___________________________________________________________________
 KW1484  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KW1484  DYNAMIC HT  -         218.885 (meters)     718.13  (feet)  COMP
 KW1484  MODELED GRAV-     980,113.7   (mgal)                       NAVD 88
 KW1484
 KW1484  VERT ORDER  -  SECOND    CLASS 0
 KW1484
 KW1484.The horizontal coordinates were scaled from a topographic map and have
 KW1484.an estimated accuracy of +/- 6 seconds.
 KW1484
 KW1484.The orthometric height was determined by differential leveling
 KW1484.and adjusted by the National Geodetic Survey in June 1991..
 KW1484
 KW1484.The geoid height was determined by GEOID03.
 KW1484
 KW1484.The dynamic height is computed by dividing the NAVD 88
 KW1484.geopotential number by the normal gravity value computed on the
 KW1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1484.degrees latitude (g = 980.6199 gals.).
 KW1484
 KW1484.The modeled gravity was interpolated from observed gravity values.
 KW1484
 KW1484;                    North         East    Units  Estimated Accuracy
 KW1484;SPC PA S     -   131,150.      693,740.      MT  (+/- 180 meters Scaled)
 KW1484
 KW1484                          SUPERSEDED SURVEY CONTROL
 KW1484
 KW1484  NGVD 29 (??/??/??)  219.229  (m)          719.25   (f) ADJUSTED    2 0
 KW1484
 KW1484.Superseded values are not recommended for survey control.
 KW1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1484.See file dsdata.txt to determine how the superseded data were derived.
 KW1484
 KW1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK607855(NAD 83)
 KW1484_MARKER: DB = BENCH MARK DISK
 KW1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1484_STAMPING: J 177 1942
 KW1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1484+STABILITY: SURFACE MOTION
 KW1484
 KW1484  HISTORY     - Date     Condition        Report By
 KW1484  HISTORY     - 1942     MONUMENTED       CGS
 KW1484
 KW1484                          STATION DESCRIPTION
 KW1484
 KW1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1484'8.6 MI SW FROM TOWER CITY.
 KW1484'8.6 MILES SOUTHWEST ALONG THE COUNTY ROAD FROM THE STATION AT
 KW1484'TOWER CITY, SET AT THE SUMMIT OF A HILL THAT SLOPES TO THE
 KW1484'NORTHEAST, ABOUT 0.1 MILE SOUTHWEST OF A SMALL CULVERT UNDER
 KW1484'ROAD, AT THE INTERSECTION OF THE MAIN ROAD AND AN OLD WAGON
 KW1484'ROAD LEADING WEST, 18 FEET SOUTHEAST OF THE CENTERLINE OF THE
 KW1484'MAIN ROAD, ON THE NORTHWEST EDGE OF THE WOODS.  A STANDARD DISK
 KW1484'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1094 ***********************************************************************
 KW1094  DESIGNATION -  J 178
 KW1094  PID         -  KW1094
 KW1094  STATE/COUNTY-  PA/DAUPHIN
 KW1094  USGS QUAD   -  HALIFAX (1977)
 KW1094
 KW1094                         *CURRENT SURVEY CONTROL
 KW1094  ___________________________________________________________________
 KW1094* NAD 83(1986)-  40 25 00.     (N)    076 52 31.     (W)     SCALED    
 KW1094* NAVD 88     -       147.656  (meters)     484.43   (feet)  ADJUSTED  
 KW1094  ___________________________________________________________________
 KW1094  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 KW1094  DYNAMIC HT  -         147.584 (meters)     484.20  (feet)  COMP
 KW1094  MODELED GRAV-     980,128.9   (mgal)                       NAVD 88
 KW1094
 KW1094  VERT ORDER  -  SECOND    CLASS 0
 KW1094
 KW1094.The horizontal coordinates were scaled from a topographic map and have
 KW1094.an estimated accuracy of +/- 6 seconds.
 KW1094
 KW1094.The orthometric height was determined by differential leveling
 KW1094.and adjusted by the National Geodetic Survey in June 1991..
 KW1094
 KW1094.The geoid height was determined by GEOID03.
 KW1094
 KW1094.The dynamic height is computed by dividing the NAVD 88
 KW1094.geopotential number by the normal gravity value computed on the
 KW1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1094.degrees latitude (g = 980.6199 gals.).
 KW1094
 KW1094.The modeled gravity was interpolated from observed gravity values.
 KW1094
 KW1094;                    North         East    Units  Estimated Accuracy
 KW1094;SPC PA S     -   120,660.      674,240.      MT  (+/- 180 meters Scaled)
 KW1094
 KW1094                          SUPERSEDED SURVEY CONTROL
 KW1094
 KW1094  NGVD 29 (??/??/??)  147.888  (m)          485.20   (f) ADJUSTED    2 0
 KW1094
 KW1094.Superseded values are not recommended for survey control.
 KW1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1094.See file dsdata.txt to determine how the superseded data were derived.
 KW1094
 KW1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK408756(NAD 83)
 KW1094_MARKER: DB = BENCH MARK DISK
 KW1094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1094_SP_SET: STONE WALL
 KW1094_STAMPING: J 178 1942
 KW1094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1094
 KW1094  HISTORY     - Date     Condition        Report By
 KW1094  HISTORY     - 1942     MONUMENTED       CGS
 KW1094  HISTORY     - 20060319 GOOD             GEOCAC
 KW1094
 KW1094                          STATION DESCRIPTION
 KW1094
 KW1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1094'6.6 MI NE FROM DAUPHIN.
 KW1094'2.0 MILES NORTH ALONG STATE HIGHWAY 225 FROM THE STATION AT
 KW1094'DAUPHIN, THENCE 4.4 MILES NORTHEAST ALONG THE COUNTY ROAD, SET
 KW1094'AT THE WEST END OF A STONE WALL OF THE FARMHOUSE ON THE NORTHSIDE
 KW1094'OF THE ROAD, 53.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 KW1094'HOUSE, 22.6 FEET NORTH OF THE CENTERLINE OF THE ROAD, 2.6 FEET
 KW1094'EAST OF THE WEST STONE PILLAR POST.  A STANDARD DISK.
 KW1094
 KW1094                          STATION RECOVERY (2006)
 KW1094
 KW1094'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW1094'HOUSE IS GONE BUT WALL REMAINS. USE WITH CAUTION--WALL APPEARS TO HAVE
 KW1094'SETTLED NEAR THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2604 ***********************************************************************
 KV2604  DESIGNATION -  J 179
 KV2604  PID         -  KV2604
 KV2604  STATE/COUNTY-  PA/LEHIGH
 KV2604  USGS QUAD   -  TOPTON (1992)
 KV2604
 KV2604                         *CURRENT SURVEY CONTROL
 KV2604  ___________________________________________________________________
 KV2604* NAD 83(1986)-  40 35 15.     (N)    075 41 16.     (W)     SCALED    
 KV2604* NAVD 88     -       229.921  (meters)     754.33   (feet)  ADJUSTED  
 KV2604  ___________________________________________________________________
 KV2604  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 KV2604  DYNAMIC HT  -         229.805 (meters)     753.95  (feet)  COMP
 KV2604  MODELED GRAV-     980,116.0   (mgal)                       NAVD 88
 KV2604
 KV2604  VERT ORDER  -  SECOND    CLASS 0
 KV2604
 KV2604.The horizontal coordinates were scaled from a topographic map and have
 KV2604.an estimated accuracy of +/- 6 seconds.
 KV2604
 KV2604.The orthometric height was determined by differential leveling
 KV2604.and adjusted by the National Geodetic Survey in June 1991..
 KV2604
 KV2604.The geoid height was determined by GEOID03.
 KV2604
 KV2604.The dynamic height is computed by dividing the NAVD 88
 KV2604.geopotential number by the normal gravity value computed on the
 KV2604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2604.degrees latitude (g = 980.6199 gals.).
 KV2604
 KV2604.The modeled gravity was interpolated from observed gravity values.
 KV2604
 KV2604;                    North         East    Units  Estimated Accuracy
 KV2604;SPC PA S     -   141,300.      774,560.      MT  (+/- 180 meters Scaled)
 KV2604
 KV2604                          SUPERSEDED SURVEY CONTROL
 KV2604
 KV2604  NGVD 29 (??/??/??)  230.117  (m)          754.98   (f) ADJUSTED    2 0
 KV2604
 KV2604.Superseded values are not recommended for survey control.
 KV2604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2604.See file dsdata.txt to determine how the superseded data were derived.
 KV2604
 KV2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK417931(NAD 83)
 KV2604_MARKER: DB = BENCH MARK DISK
 KV2604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2604_STAMPING: J 179 1942
 KV2604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2604+STABILITY: SURFACE MOTION
 KV2604
 KV2604  HISTORY     - Date     Condition        Report By
 KV2604  HISTORY     - 1942     MONUMENTED       CGS
 KV2604  HISTORY     - 20030102 GOOD             USPSQD
 KV2604  HISTORY     - 20030102 GOOD             USPSQD
 KV2604
 KV2604                          STATION DESCRIPTION
 KV2604
 KV2604'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2604'2.7 MI SW FROM CLAUSSVILLE.
 KV2604'2.7 MILES SOUTHWEST ALONG THE COUNTY ROAD FROM THE HOTEL AT
 KV2604'CLAUSSVILLE, SET AT A T ROAD, 22 FEET NORTH OF THE CENTER-LINE
 KV2604'OF THE EAST-AND-WEST ROAD, AT THE SOUTHWEST CORNER OF A FARM
 KV2604'GARDEN, 4 FEET NORTH OF POLE NO. 698, ABOUT 2 FEET ABOVE ROAD
 KV2604'LEVEL.  A STANDARD DISK SET IN TOP OF A CONCRETE POST.
 KV2604
 KV2604                          STATION RECOVERY (2003)
 KV2604
 KV2604'RECOVERY NOTE BY US POWER SQUADRON 2003 (DC)
 KV2604'RECOVERED IN GOOD CONDITION.
 KV2604
 KV2604                          STATION RECOVERY (2003)
 KV2604
 KV2604'RECOVERY NOTE BY US POWER SQUADRON 2003 (DC)
 KV2604'ON THE NORTH SIDE OF THE INTERSECTION OF SEIPSVILLE ROAD AND KECKS
 KV2604'ROAD, 5 FEET NORTH OF POLE C73.  A STANDARD DISK SET IN THE TOP OF A
 KV2604'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1240 ***********************************************************************
 LZ1240  DESIGNATION -  J 18
 LZ1240  PID         -  LZ1240
 LZ1240  STATE/COUNTY-  PA/CLINTON
 LZ1240  USGS QUAD   -  RENOVO EAST (1986)
 LZ1240
 LZ1240                         *CURRENT SURVEY CONTROL
 LZ1240  ___________________________________________________________________
 LZ1240* NAD 83(1986)-  41 18 32.     (N)    077 37 52.     (W)     SCALED    
 LZ1240* NAVD 88     -       194.927  (meters)     639.52   (feet)  ADJUSTED  
 LZ1240  ___________________________________________________________________
 LZ1240  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 LZ1240  DYNAMIC HT  -         194.834 (meters)     639.22  (feet)  COMP
 LZ1240  MODELED GRAV-     980,148.2   (mgal)                       NAVD 88
 LZ1240
 LZ1240  VERT ORDER  -  SECOND    CLASS 0
 LZ1240
 LZ1240.The horizontal coordinates were scaled from a topographic map and have
 LZ1240.an estimated accuracy of +/- 6 seconds.
 LZ1240
 LZ1240.The orthometric height was determined by differential leveling
 LZ1240.and adjusted by the National Geodetic Survey in June 1991..
 LZ1240
 LZ1240.The geoid height was determined by GEOID03.
 LZ1240
 LZ1240.The dynamic height is computed by dividing the NAVD 88
 LZ1240.geopotential number by the normal gravity value computed on the
 LZ1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1240.degrees latitude (g = 980.6199 gals.).
 LZ1240
 LZ1240.The modeled gravity was interpolated from observed gravity values.
 LZ1240
 LZ1240;                    North         East    Units  Estimated Accuracy
 LZ1240;SPC PA N     -   126,860.      609,960.      MT  (+/- 180 meters Scaled)
 LZ1240
 LZ1240                          SUPERSEDED SURVEY CONTROL
 LZ1240
 LZ1240  NGVD 29 (??/??/92)  195.108  (m)          640.12   (f) ADJ UNCH    2 0
 LZ1240
 LZ1240.Superseded values are not recommended for survey control.
 LZ1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1240.See file dsdata.txt to determine how the superseded data were derived.
 LZ1240
 LZ1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL797763(NAD 83)
 LZ1240_MARKER: DB = BENCH MARK DISK
 LZ1240_SETTING: 66 = SET IN ROCK OUTCROP
 LZ1240_SP_SET: ROCK CLIFF
 LZ1240_STAMPING: J 18 1934
 LZ1240_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ1240+STABILITY: POSITION/ELEVATION WELL
 LZ1240
 LZ1240  HISTORY     - Date     Condition        Report By
 LZ1240  HISTORY     - 1934     MONUMENTED       CGS
 LZ1240
 LZ1240                          STATION DESCRIPTION
 LZ1240
 LZ1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1240'8.5 MI E FROM RENOVO.
 LZ1240'ABOUT 8.5 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 LZ1240'STATION AT RENOVO, CLINTON COUNTY, ABOUT 5.6 MILES WEST OF THE
 LZ1240'STATION AT GLEN UNION, ABOUT 1,600 FEET WEST OF MILEPOST 204,
 LZ1240'AT MILEAGE 203.7, ABOUT 2,300 FEET WEST OF AN OVERHEAD HIGHWAY
 LZ1240'BRIDGE, 30 FEET EAST OF THE TWENTY-FIFTH POLE EAST OF MILEPOST
 LZ1240'203, 10 FEET NORTH OF THE CENTER LINE OF THE WEST-BOUND TRACK,
 LZ1240'AND IN A 15-FOOT ROCK CLIFF.  A STANDARD DISK, STAMPED J 18 1934
 LZ1240'AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1626 ***********************************************************************
 KV1626  DESIGNATION -  J 180
 KV1626  PID         -  KV1626
 KV1626  STATE/COUNTY-  PA/NORTHAMPTON
 KV1626  USGS QUAD   -  BANGOR (1994)
 KV1626
 KV1626                         *CURRENT SURVEY CONTROL
 KV1626  ___________________________________________________________________
 KV1626* NAD 83(1986)-  40 47 16.     (N)    075 09 24.     (W)     SCALED    
 KV1626* NAVD 88     -       100.423  (meters)     329.47   (feet)  ADJUSTED  
 KV1626  ___________________________________________________________________
 KV1626  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KV1626  DYNAMIC HT  -         100.377 (meters)     329.32  (feet)  COMP
 KV1626  MODELED GRAV-     980,158.1   (mgal)                       NAVD 88
 KV1626
 KV1626  VERT ORDER  -  SECOND    CLASS 0
 KV1626
 KV1626.The horizontal coordinates were scaled from a topographic map and have
 KV1626.an estimated accuracy of +/- 6 seconds.
 KV1626
 KV1626.The orthometric height was determined by differential leveling
 KV1626.and adjusted by the National Geodetic Survey in June 1991..
 KV1626
 KV1626.The geoid height was determined by GEOID03.
 KV1626
 KV1626.The dynamic height is computed by dividing the NAVD 88
 KV1626.geopotential number by the normal gravity value computed on the
 KV1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1626.degrees latitude (g = 980.6199 gals.).
 KV1626
 KV1626.The modeled gravity was interpolated from observed gravity values.
 KV1626
 KV1626;                    North         East    Units  Estimated Accuracy
 KV1626;SPC PA S     -   164,710.      818,850.      MT  (+/- 180 meters Scaled)
 KV1626
 KV1626                          SUPERSEDED SURVEY CONTROL
 KV1626
 KV1626  NGVD 29 (??/??/??)  100.624  (m)          330.13   (f) ADJUSTED    2 0
 KV1626
 KV1626.Superseded values are not recommended for survey control.
 KV1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1626.See file dsdata.txt to determine how the superseded data were derived.
 KV1626
 KV1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL867152(NAD 83)
 KV1626_MARKER: DB = BENCH MARK DISK
 KV1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1626_STAMPING: J 180 1942
 KV1626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1626+STABILITY: SURFACE MOTION
 KV1626
 KV1626  HISTORY     - Date     Condition        Report By
 KV1626  HISTORY     - 1942     MONUMENTED       CGS
 KV1626  HISTORY     - 1956     MARK NOT FOUND   CGS
 KV1626  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV1626  HISTORY     - 19940806 MARK NOT FOUND   USPSQD
 KV1626  HISTORY     - 19950119 MARK NOT FOUND   NJGS
 KV1626  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 KV1626
 KV1626                          STATION DESCRIPTION
 KV1626
 KV1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1626'5.4 MI SW FROM BELVIDERE.
 KV1626'IN NORTHAMPTON COUNTY, PA., ABOUT 5.4 MILES SOUTHWEST ALONG STATE
 KV1626'HIGHWAY 709 FROM THE INTERSECTION OF MARKET AND WATER STREETS
 KV1626'AT BELVIDERE, WARREN COUNTY, N.J., 33.4 FEET NORTH OF THE CENTER
 KV1626'OF A DIRT ROAD JUNCTION, 73 FEET EAST OF A POLE, 32 FEET NORTHEAST
 KV1626'OF THE CENTER LINE OF THE HIGHWAY, 26.2 FEET NORTHWEST OF THE
 KV1626'CENTER LINE OF THE ROAD, 55.5 FEET WEST OF A PECAN TREE, 3 FEET
 KV1626'NORTH OF A CORNER FENCE POST, AND ABOUT 2 FEET HIGHER THAN THE
 KV1626'HIGHWAY.  A STANDARD DISK, STAMPED J 180 1942 AND SET IN THE TOP
 KV1626'OF A CONCRETE POST.
 KV1626
 KV1626                          STATION RECOVERY (1956)
 KV1626
 KV1626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 KV1626'MARK NOT FOUND.
 KV1626
 KV1626                          STATION RECOVERY (1984)
 KV1626
 KV1626'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV1626'MARK NOT FOUND.
 KV1626
 KV1626                          STATION RECOVERY (1994)
 KV1626
 KV1626'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1626'MARK NOT FOUND.
 KV1626
 KV1626                          STATION RECOVERY (1995)
 KV1626
 KV1626'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1626'THE STATION WAS NOT RECOVERED AT THIS TIME.
 KV1626
 KV1626                          STATION RECOVERY (2002)
 KV1626
 KV1626'RECOVERY NOTE BY US POWER SQUADRON 2002 (SCL)
 KV1626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2301 ***********************************************************************
 KV2301  DESIGNATION -  J 182
 KV2301  PID         -  KV2301
 KV2301  STATE/COUNTY-  PA/MONTGOMERY
 KV2301  USGS QUAD   -  EAST GREENVILLE (1992)
 KV2301
 KV2301                         *CURRENT SURVEY CONTROL
 KV2301  ___________________________________________________________________
 KV2301* NAD 83(1986)-  40 25 19.     (N)    075 31 20.     (W)     SCALED    
 KV2301* NAVD 88     -       106.418  (meters)     349.14   (feet)  ADJUSTED  
 KV2301  ___________________________________________________________________
 KV2301  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 KV2301  DYNAMIC HT  -         106.365 (meters)     348.97  (feet)  COMP
 KV2301  MODELED GRAV-     980,123.9   (mgal)                       NAVD 88
 KV2301
 KV2301  VERT ORDER  -  SECOND    CLASS 0
 KV2301
 KV2301.The horizontal coordinates were scaled from a topographic map and have
 KV2301.an estimated accuracy of +/- 6 seconds.
 KV2301
 KV2301.The orthometric height was determined by differential leveling
 KV2301.and adjusted by the National Geodetic Survey in June 1991..
 KV2301
 KV2301.The geoid height was determined by GEOID03.
 KV2301
 KV2301.The dynamic height is computed by dividing the NAVD 88
 KV2301.geopotential number by the normal gravity value computed on the
 KV2301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2301.degrees latitude (g = 980.6199 gals.).
 KV2301
 KV2301.The modeled gravity was interpolated from observed gravity values.
 KV2301
 KV2301;                    North         East    Units  Estimated Accuracy
 KV2301;SPC PA S     -   123,260.      789,040.      MT  (+/- 180 meters Scaled)
 KV2301
 KV2301                          SUPERSEDED SURVEY CONTROL
 KV2301
 KV2301  NGVD 29 (??/??/??)  106.676  (m)          349.99   (f) ADJUSTED    2 0
 KV2301
 KV2301.Superseded values are not recommended for survey control.
 KV2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2301.See file dsdata.txt to determine how the superseded data were derived.
 KV2301
 KV2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK556747(NAD 83)
 KV2301_MARKER: DB = BENCH MARK DISK
 KV2301_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2301_SP_SET: OVERPASS WALL
 KV2301_STAMPING: J 182 1942
 KV2301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2301_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2301+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2006
 KV2301
 KV2301  HISTORY     - Date     Condition        Report By
 KV2301  HISTORY     - 1942     MONUMENTED       CGS
 KV2301  HISTORY     - 1990     GOOD             USPSQD
 KV2301  HISTORY     - 1990     GOOD             USPSQD
 KV2301  HISTORY     - 20000401 GOOD             PADT
 KV2301  HISTORY     - 20031223 GOOD             USPSQD
 KV2301  HISTORY     - 20060109 GOOD             GILMOR
 KV2301
 KV2301                          STATION DESCRIPTION
 KV2301
 KV2301'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2301'0.8 MI SE FROM PALM.
 KV2301'ABOUT 0.8 MILE SOUTHEAST ALONG HIGHWAY NO. 29 FROM THE POST
 KV2301'OFFICE AT PALM, 15.5 FEET SOUTHWEST OF THE CENTER LINE OF NO. 29,
 KV2301'A STANDARD DISK SET IN THE BASE OF THE SOUTHEAST WING WALL OF THE
 KV2301'READING CO. RAILROAD OVERPASS NO. 25-08.
 KV2301
 KV2301                          STATION RECOVERY (1990)
 KV2301
 KV2301'RECOVERY NOTE BY US POWER SQUADRON 1990 (PP)
 KV2301'RECOVERED IN GOOD CONDITION.
 KV2301
 KV2301                          STATION RECOVERY (1990)
 KV2301
 KV2301'RECOVERY NOTE BY US POWER SQUADRON 1990 (JDC)
 KV2301'RECOVERED IN GOOD CONDITION.
 KV2301
 KV2301                          STATION RECOVERY (2000)
 KV2301
 KV2301'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (LB)
 KV2301'RECOVERED IN GOOD CONDITION.
 KV2301
 KV2301                          STATION RECOVERY (2003)
 KV2301
 KV2301'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEQ)
 KV2301'RECOVERED IN GOOD CONDITION.
 KV2301
 KV2301                          STATION RECOVERY (2006)
 KV2301
 KV2301'RECOVERY NOTE BY GILMORE AND ASSOCIATES, INCORPORATED 2006 (SJK)
 KV2301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0662 ***********************************************************************
 KX0662  DESIGNATION -  J 18.26
 KX0662  PID         -  KX0662
 KX0662  STATE/COUNTY-  PA/CLEARFIELD
 KX0662  USGS QUAD   -  CURWENSVILLE (1993)
 KX0662
 KX0662                         *CURRENT SURVEY CONTROL
 KX0662  ___________________________________________________________________
 KX0662* NAD 83(1986)-  40 58 24.     (N)    078 31 44.     (W)     SCALED    
 KX0662* NAVD 88     -       355.438  (meters)    1166.13   (feet)  ADJUSTED  
 KX0662  ___________________________________________________________________
 KX0662  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KX0662  DYNAMIC HT  -         355.268 (meters)    1165.58  (feet)  COMP
 KX0662  MODELED GRAV-     980,135.2   (mgal)                       NAVD 88
 KX0662
 KX0662  VERT ORDER  -  FIRST     CLASS I
 KX0662
 KX0662.The horizontal coordinates were scaled from a topographic map and have
 KX0662.an estimated accuracy of +/- 6 seconds.
 KX0662
 KX0662.The orthometric height was determined by differential leveling
 KX0662.and adjusted by the National Geodetic Survey in June 1991..
 KX0662
 KX0662.The geoid height was determined by GEOID03.
 KX0662
 KX0662.The dynamic height is computed by dividing the NAVD 88
 KX0662.geopotential number by the normal gravity value computed on the
 KX0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0662.degrees latitude (g = 980.6199 gals.).
 KX0662
 KX0662.The modeled gravity was interpolated from observed gravity values.
 KX0662
 KX0662;                    North         East    Units  Estimated Accuracy
 KX0662;SPC PA N     -    89,880.      534,440.      MT  (+/- 180 meters Scaled)
 KX0662
 KX0662                          SUPERSEDED SURVEY CONTROL
 KX0662
 KX0662  NGVD 29 (??/??/92)  355.606  (m)         1166.68   (f) ADJ UNCH    1 1
 KX0662
 KX0662.Superseded values are not recommended for survey control.
 KX0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0662.See file dsdata.txt to determine how the superseded data were derived.
 KX0662
 KX0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF079387(NAD 83)
 KX0662_MARKER: DB = BENCH MARK DISK
 KX0662_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0662_SP_SET: BRIDGE
 KX0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX0662+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2002
 KX0662
 KX0662  HISTORY     - Date     Condition        Report By
 KX0662  HISTORY     - UNK      MONUMENTED       BORR
 KX0662  HISTORY     - 1966     GOOD             NGS
 KX0662  HISTORY     - 20020626 GOOD             PADT
 KX0662
 KX0662                          STATION DESCRIPTION
 KX0662
 KX0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0662'0.5 MI NW FROM CURWENSVILLE.
 KX0662'0.5 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KX0662'THE STATION AT CURWENSVILLE, 33.7 FEET SOUTHEAST OF THE 2ND
 KX0662'POLE SOUTHEAST OF MILEPOST 18/10, 4 FEET NORTHEAST OF THE
 KX0662'NORTHEAST RAIL, SET IN THE TOP OF THE NORTH STONE WING WALL
 KX0662'AT THE NORTHWEST ABUTMENT OF A STEEL BRIDGE OVER THE WEST
 KX0662'BRANCH OF THE SUSQUEHANNA RIVER, 9 FEET NORTHWEST OF THE
 KX0662'NORTHWEST END OF THE NORTHEAST STEEL GIRDER OF THE BRIDGE, AND
 KX0662'ABOUT 1 1/2 FEET BELOW THE TRACK.
 KX0662
 KX0662                          STATION RECOVERY (2002)
 KX0662
 KX0662'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (JP)
 KX0662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2100 ***********************************************************************
 KV2100  DESIGNATION -  J 183
 KV2100  PID         -  KV2100
 KV2100  STATE/COUNTY-  PA/MONTGOMERY
 KV2100  USGS QUAD   -  PERKIOMENVILLE (1992)
 KV2100
 KV2100                         *CURRENT SURVEY CONTROL
 KV2100  ___________________________________________________________________
 KV2100* NAD 83(1986)-  40 19 23.     (N)    075 25 17.     (W)     SCALED    
 KV2100* NAVD 88     -       152.680  (meters)     500.92   (feet)  ADJUSTED  
 KV2100  ___________________________________________________________________
 KV2100  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 KV2100  DYNAMIC HT  -         152.602 (meters)     500.66  (feet)  COMP
 KV2100  MODELED GRAV-     980,108.5   (mgal)                       NAVD 88
 KV2100
 KV2100  VERT ORDER  -  SECOND    CLASS 0
 KV2100
 KV2100.The horizontal coordinates were scaled from a topographic map and have
 KV2100.an estimated accuracy of +/- 6 seconds.
 KV2100
 KV2100.The orthometric height was determined by differential leveling
 KV2100.and adjusted by the National Geodetic Survey in June 1991..
 KV2100
 KV2100.The geoid height was determined by GEOID03.
 KV2100
 KV2100.The dynamic height is computed by dividing the NAVD 88
 KV2100.geopotential number by the normal gravity value computed on the
 KV2100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2100.degrees latitude (g = 980.6199 gals.).
 KV2100
 KV2100.The modeled gravity was interpolated from observed gravity values.
 KV2100
 KV2100;                    North         East    Units  Estimated Accuracy
 KV2100;SPC PA S     -   112,500.      797,880.      MT  (+/- 180 meters Scaled)
 KV2100
 KV2100                          SUPERSEDED SURVEY CONTROL
 KV2100
 KV2100  NGVD 29 (??/??/??)  152.967  (m)          501.86   (f) ADJUSTED    2 0
 KV2100
 KV2100.Superseded values are not recommended for survey control.
 KV2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2100.See file dsdata.txt to determine how the superseded data were derived.
 KV2100
 KV2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK642636(NAD 83)
 KV2100_MARKER: DB = BENCH MARK DISK
 KV2100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2100_SP_SET: WALL
 KV2100_STAMPING: J 183 1942
 KV2100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2100
 KV2100  HISTORY     - Date     Condition        Report By
 KV2100  HISTORY     - 1942     MONUMENTED       CGS
 KV2100
 KV2100                          STATION DESCRIPTION
 KV2100
 KV2100'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2100'3 MI W FROM TYLERS PORT.
 KV2100'3.0 MILES WEST ALONG HIGHWAY NO. 563 FROM THE FIRE STATION
 KV2100'AT TYLERS PORT, AT A BRICK COUNTRY SCHOOL HOUSE ON A KNOLL, 56
 KV2100'FEET SOUTH OF THE CENTER LINE OF HIGHWAY NO. 563, 106 FEET EAST
 KV2100'OF THE CENTER LINE OF A SIDE ROAD RUNNING SOUTH, 3.5 FT EAST OF THE
 KV2100'NORTHWEST CORNER, A STANDARD DISK SET VERTICALLY IN THE NORTH BRICK
 KV2100'WALL OF THE SCHOOL HOUSE, 3.9 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1853 ***********************************************************************
 KV1853  DESIGNATION -  J 184
 KV1853  PID         -  KV1853
 KV1853  STATE/COUNTY-  PA/MONTGOMERY
 KV1853  USGS QUAD   -  VALLEY FORGE (1992)
 KV1853
 KV1853                         *CURRENT SURVEY CONTROL
 KV1853  ___________________________________________________________________
 KV1853* NAD 83(1986)-  40 06 51.     (N)    075 23 58.     (W)     SCALED    
 KV1853* NAVD 88     -        25.753  (meters)      84.49   (feet)  ADJUSTED  
 KV1853  ___________________________________________________________________
 KV1853  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 KV1853  DYNAMIC HT  -          25.740 (meters)      84.45  (feet)  COMP
 KV1853  MODELED GRAV-     980,149.8   (mgal)                       NAVD 88
 KV1853
 KV1853  VERT ORDER  -  SECOND    CLASS 0
 KV1853
 KV1853.The horizontal coordinates were scaled from a topographic map and have
 KV1853.an estimated accuracy of +/- 6 seconds.
 KV1853
 KV1853.The orthometric height was determined by differential leveling
 KV1853.and adjusted by the National Geodetic Survey in June 1991..
 KV1853
 KV1853.The geoid height was determined by GEOID03.
 KV1853
 KV1853.The dynamic height is computed by dividing the NAVD 88
 KV1853.geopotential number by the normal gravity value computed on the
 KV1853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1853.degrees latitude (g = 980.6199 gals.).
 KV1853
 KV1853.The modeled gravity was interpolated from observed gravity values.
 KV1853
 KV1853;                    North         East    Units  Estimated Accuracy
 KV1853;SPC PA S     -    89,370.      800,360.      MT  (+/- 180 meters Scaled)
 KV1853
 KV1853                          SUPERSEDED SURVEY CONTROL
 KV1853
 KV1853  NGVD 29 (??/??/??)   26.069  (m)           85.53   (f) ADJUSTED    2 0
 KV1853
 KV1853.Superseded values are not recommended for survey control.
 KV1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1853.See file dsdata.txt to determine how the superseded data were derived.
 KV1853
 KV1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK659405(NAD 83)
 KV1853_MARKER: DB = BENCH MARK DISK
 KV1853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1853_STAMPING: J 184 1942
 KV1853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1853+STABILITY: SURFACE MOTION
 KV1853
 KV1853  HISTORY     - Date     Condition        Report By
 KV1853  HISTORY     - 1942     MONUMENTED       CGS
 KV1853  HISTORY     - 1966     MARK NOT FOUND   CGS
 KV1853
 KV1853                          STATION DESCRIPTION
 KV1853
 KV1853'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV1853'1.1 MI E FROM PORT KENNEDY.
 KV1853'1.1 MILES EAST ALONG THE READING RAILROAD FROM THE STATION AT
 KV1853'PORT KENNEDY, 0.1 MILE EAST OF A BLOCK SIGNAL BRIDGE, 30.5 FEET
 KV1853'SOUTH OF THE SOUTH RAIL OF THE TRACKS, 21.5 FEET WEST OF A TWIN
 KV1853'15-INCH ASH TREE WITH A TRIANGLE BLAZE.  1.5 FEET NORTH OF A
 KV1853'WHITE POST STENCILED USBM, A STANDARD DISK SET IN A CONCRETE
 KV1853'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1713 ***********************************************************************
 KV1713  DESIGNATION -  J 185
 KV1713  PID         -  KV1713
 KV1713  STATE/COUNTY-  PA/BUCKS
 KV1713  USGS QUAD   -  RIEGELSVILLE (1990)
 KV1713
 KV1713                         *CURRENT SURVEY CONTROL
 KV1713  ___________________________________________________________________
 KV1713* NAD 83(1986)-  40 35 12.     (N)    075 11 34.     (W)     SCALED    
 KV1713* NAVD 88     -        47.210  (meters)     154.89   (feet)  ADJUSTED  
 KV1713  ___________________________________________________________________
 KV1713  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KV1713  DYNAMIC HT  -          47.188 (meters)     154.82  (feet)  COMP
 KV1713  MODELED GRAV-     980,155.8   (mgal)                       NAVD 88
 KV1713
 KV1713  VERT ORDER  -  SECOND    CLASS 0
 KV1713
 KV1713.The horizontal coordinates were scaled from a topographic map and have
 KV1713.an estimated accuracy of +/- 6 seconds.
 KV1713
 KV1713.The orthometric height was determined by differential leveling
 KV1713.and adjusted by the National Geodetic Survey in June 1991..
 KV1713
 KV1713.The geoid height was determined by GEOID03.
 KV1713
 KV1713.The dynamic height is computed by dividing the NAVD 88
 KV1713.geopotential number by the normal gravity value computed on the
 KV1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1713.degrees latitude (g = 980.6199 gals.).
 KV1713
 KV1713.The modeled gravity was interpolated from observed gravity values.
 KV1713
 KV1713;                    North         East    Units  Estimated Accuracy
 KV1713;SPC PA S     -   142,300.      816,450.      MT  (+/- 180 meters Scaled)
 KV1713
 KV1713                          SUPERSEDED SURVEY CONTROL
 KV1713
 KV1713  NGVD 29 (??/??/??)   47.454  (m)          155.69   (f) ADJUSTED    2 0
 KV1713
 KV1713.Superseded values are not recommended for survey control.
 KV1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1713.See file dsdata.txt to determine how the superseded data were derived.
 KV1713
 KV1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK836928(NAD 83)
 KV1713_MARKER: DB = BENCH MARK DISK
 KV1713_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1713_SP_SET: BUILDING
 KV1713_STAMPING: J 185 1942
 KV1713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1713
 KV1713  HISTORY     - Date     Condition        Report By
 KV1713  HISTORY     - 1942     MONUMENTED       CGS
 KV1713  HISTORY     - 1963     GOOD             CGS
 KV1713  HISTORY     - 20010331 GOOD             NGS
 KV1713
 KV1713                          STATION DESCRIPTION
 KV1713
 KV1713'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1713'0.6 MI S FROM RIEGELSVILLE.
 KV1713'0.6 MILE SOUTH ALONG A PAVED ROAD FROM THE POST OFFICE AT
 KV1713'RIEGELSVILLE, AT THE INTERSECTION OF THE PAVED ROAD AND U.S.
 KV1713'HIGHWAY NO. 611, IN THE SOUTH BRICK WALL OF A TAPROOM AND
 KV1713'RESTAURANT, 1 FOOT WEST OF THE SOUTHEAST CORNER, AND 1.5 FEET
 KV1713'ABOVE THE SIDEWALK.  A STANDARD DISK, SET VERTICALLY.
 KV1713
 KV1713                          STATION RECOVERY (1963)
 KV1713
 KV1713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 KV1713'RECOVERED IN GOOD CONDITION.
 KV1713
 KV1713                          STATION RECOVERY (2001)
 KV1713
 KV1713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV1713'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2069 ***********************************************************************
 KV2069  DESIGNATION -  J 186
 KV2069  PID         -  KV2069
 KV2069  STATE/COUNTY-  PA/BUCKS
 KV2069  USGS QUAD   -  DOYLESTOWN (1992)
 KV2069
 KV2069                         *CURRENT SURVEY CONTROL
 KV2069  ___________________________________________________________________
 KV2069* NAD 83(1986)-  40 22 04.     (N)    075 10 11.     (W)     SCALED    
 KV2069* NAVD 88     -       191.914  (meters)     629.64   (feet)  ADJUSTED  
 KV2069  ___________________________________________________________________
 KV2069  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KV2069  DYNAMIC HT  -         191.817 (meters)     629.32  (feet)  COMP
 KV2069  MODELED GRAV-     980,112.3   (mgal)                       NAVD 88
 KV2069
 KV2069  VERT ORDER  -  SECOND    CLASS 0
 KV2069
 KV2069.The horizontal coordinates were scaled from a topographic map and have
 KV2069.an estimated accuracy of +/- 6 seconds.
 KV2069
 KV2069.The orthometric height was determined by differential leveling
 KV2069.and adjusted by the National Geodetic Survey in June 1991..
 KV2069
 KV2069.The geoid height was determined by GEOID03.
 KV2069
 KV2069.The dynamic height is computed by dividing the NAVD 88
 KV2069.geopotential number by the normal gravity value computed on the
 KV2069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2069.degrees latitude (g = 980.6199 gals.).
 KV2069
 KV2069.The modeled gravity was interpolated from observed gravity values.
 KV2069
 KV2069;                    North         East    Units  Estimated Accuracy
 KV2069;SPC PA S     -   118,060.      819,110.      MT  (+/- 180 meters Scaled)
 KV2069
 KV2069                          SUPERSEDED SURVEY CONTROL
 KV2069
 KV2069  NGVD 29 (??/??/??)  192.178  (m)          630.50   (f) ADJUSTED    2 0
 KV2069
 KV2069.Superseded values are not recommended for survey control.
 KV2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2069.See file dsdata.txt to determine how the superseded data were derived.
 KV2069
 KV2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK855685(NAD 83)
 KV2069_MARKER: DB = BENCH MARK DISK
 KV2069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2069_STAMPING: J 186 1942
 KV2069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2069+STABILITY: SURFACE MOTION
 KV2069
 KV2069  HISTORY     - Date     Condition        Report By
 KV2069  HISTORY     - 1942     MONUMENTED       CGS
 KV2069  HISTORY     - 19950901 GOOD             USPSQD
 KV2069
 KV2069                          STATION DESCRIPTION
 KV2069
 KV2069'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2069'2.2 MI SW FROM PLUMSTEADVILLE.
 KV2069'2.2 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 KV2069'PLUMSTEADVILLE, ABOUT 175 FEET NORTHWEST OF AND ACROSS THE ROAD
 KV2069'FROM A SMALL BRICK SCHOOLHOUSE, 31 FEET NORTH OF THE CENTER
 KV2069'LINE OF THE ROAD, 19 FEET NORTHEAST OF A POWER LINE POLE, 1.0
 KV2069'FOOT SOUTHWEST OF A NORTHWEST-SOUTHEAST FENCE, AND 1 FOOT
 KV2069'SOUTHEAST OF A STANDARD REFERENCE POST.  A STANDARD DISK, SET
 KV2069'IN THE TOP OF A CONCRETE POST.
 KV2069
 KV2069                          STATION RECOVERY (1995)
 KV2069
 KV2069'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV2069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2071 ***********************************************************************
 KV2071  DESIGNATION -  J 187
 KV2071  PID         -  KV2071
 KV2071  STATE/COUNTY-  PA/BUCKS
 KV2071  USGS QUAD   -  QUAKERTOWN (1994)
 KV2071
 KV2071                         *CURRENT SURVEY CONTROL
 KV2071  ___________________________________________________________________
 KV2071* NAD 83(1986)-  40 27 35.     (N)    075 17 27.     (W)     SCALED    
 KV2071* NAVD 88     -       161.020  (meters)     528.28   (feet)  ADJUSTED  
 KV2071  ___________________________________________________________________
 KV2071  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 KV2071  DYNAMIC HT  -         160.939 (meters)     528.01  (feet)  COMP
 KV2071  MODELED GRAV-     980,119.4   (mgal)                       NAVD 88
 KV2071
 KV2071  VERT ORDER  -  SECOND    CLASS 0
 KV2071
 KV2071.The horizontal coordinates were scaled from a topographic map and have
 KV2071.an estimated accuracy of +/- 6 seconds.
 KV2071
 KV2071.The orthometric height was determined by differential leveling
 KV2071.and adjusted by the National Geodetic Survey in June 1991..
 KV2071
 KV2071.The geoid height was determined by GEOID03.
 KV2071
 KV2071.The dynamic height is computed by dividing the NAVD 88
 KV2071.geopotential number by the normal gravity value computed on the
 KV2071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2071.degrees latitude (g = 980.6199 gals.).
 KV2071
 KV2071.The modeled gravity was interpolated from observed gravity values.
 KV2071
 KV2071;                    North         East    Units  Estimated Accuracy
 KV2071;SPC PA S     -   127,970.      808,550.      MT  (+/- 180 meters Scaled)
 KV2071
 KV2071                          SUPERSEDED SURVEY CONTROL
 KV2071
 KV2071  NGVD 29 (??/??/??)  161.304  (m)          529.21   (f) ADJUSTED    2 0
 KV2071
 KV2071.Superseded values are not recommended for survey control.
 KV2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2071.See file dsdata.txt to determine how the superseded data were derived.
 KV2071
 KV2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK753788(NAD 83)
 KV2071_MARKER: DB = BENCH MARK DISK
 KV2071_SETTING: 80 = SET IN A BOULDER
 KV2071_SP_SET: BOULDER
 KV2071_STAMPING: J 187 1942
 KV2071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2071+STABILITY: SURFACE MOTION
 KV2071
 KV2071  HISTORY     - Date     Condition        Report By
 KV2071  HISTORY     - 1942     MONUMENTED       CGS
 KV2071  HISTORY     - 19950629 MARK NOT FOUND   USPSQD
 KV2071
 KV2071                          STATION DESCRIPTION
 KV2071
 KV2071'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2071'3.5 MI E FROM QUAKERTOWN.
 KV2071'1.3 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 313 FROM THE
 KV2071'READING CO. RAILWAY STATION AT QUAKERTOWN, THENCE 2.2 MILES
 KV2071'NORTHEAST ALONG BLACK-TOP ROAD NO. 082, AT A Y INTERSECTION OF
 KV2071'THE BLACK-TOP ROAD AND A DIRT ROAD LEADING NORTH, 41 FEET
 KV2071'EAST OF THE POINT OF INTERSECTION, 36 FEET SOUTHEAST OF POWER
 KV2071'LINE POLE NO. B-29766, AND IN A SMALL APPLE ORCHARD.  A STANDARD
 KV2071'DISK, SET IN THE TOP OF A LARGE OUTCROPPING BOULDER.
 KV2071
 KV2071                          STATION RECOVERY (1995)
 KV2071
 KV2071'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV2071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2146 ***********************************************************************
 KV2146  DESIGNATION -  J 188
 KV2146  PID         -  KV2146
 KV2146  STATE/COUNTY-  PA/BUCKS
 KV2146  USGS QUAD   -  AMBLER (1983)
 KV2146
 KV2146                         *CURRENT SURVEY CONTROL
 KV2146  ___________________________________________________________________
 KV2146* NAD 83(1986)-  40 14 24.     (N)    075 08 11.     (W)     SCALED    
 KV2146* NAVD 88     -        99.313  (meters)     325.83   (feet)  ADJUSTED  
 KV2146  ___________________________________________________________________
 KV2146  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KV2146  DYNAMIC HT  -          99.265 (meters)     325.67  (feet)  COMP
 KV2146  MODELED GRAV-     980,136.7   (mgal)                       NAVD 88
 KV2146
 KV2146  VERT ORDER  -  SECOND    CLASS 0
 KV2146
 KV2146.The horizontal coordinates were scaled from a topographic map and have
 KV2146.an estimated accuracy of +/- 6 seconds.
 KV2146
 KV2146.The orthometric height was determined by differential leveling
 KV2146.and adjusted by the National Geodetic Survey in June 1991..
 KV2146
 KV2146.The geoid height was determined by GEOID03.
 KV2146
 KV2146.The dynamic height is computed by dividing the NAVD 88
 KV2146.geopotential number by the normal gravity value computed on the
 KV2146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2146.degrees latitude (g = 980.6199 gals.).
 KV2146
 KV2146.The modeled gravity was interpolated from observed gravity values.
 KV2146
 KV2146;                    North         East    Units  Estimated Accuracy
 KV2146;SPC PA S     -   103,960.      822,360.      MT  (+/- 180 meters Scaled)
 KV2146
 KV2146                          SUPERSEDED SURVEY CONTROL
 KV2146
 KV2146  NGVD 29 (??/??/??)   99.593  (m)          326.75   (f) ADJUSTED    2 0
 KV2146
 KV2146.Superseded values are not recommended for survey control.
 KV2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2146.See file dsdata.txt to determine how the superseded data were derived.
 KV2146
 KV2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK883544(NAD 83)
 KV2146_MARKER: DB = BENCH MARK DISK
 KV2146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2146_STAMPING: J 188 1942
 KV2146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2146+STABILITY: SURFACE MOTION
 KV2146
 KV2146  HISTORY     - Date     Condition        Report By
 KV2146  HISTORY     - 1942     MONUMENTED       CGS
 KV2146  HISTORY     - 1952     MARK NOT FOUND   USGS
 KV2146
 KV2146                          STATION DESCRIPTION
 KV2146
 KV2146'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2146'0.8 MI N FROM NESHAMINY.
 KV2146'0.8 MILE NORTH ALONG U.S. HIGHWAY NO. 611 FROM THE POST OFFICE
 KV2146'AT NESHAMINY, ON THE SOUTH EDGE OF A CULTIVATED FIELD, AT A
 KV2146'LARGE BILLBOARD, 41 FOOT EAST OF THE CENTER LINE OF THE
 KV2146'HIGHWAY, 35 FEET SOUTHEAST OF A CAST IRON POWER LINE POLE NO.
 KV2146'1/05, 2.5 FEET SOUTH OF THE CENTER OF THE BILLBOARD, AND 1 FOOT
 KV2146'WEST OF A STANDARD REFERENCE POST.  A STANDARD DISK, SET IN THE
 KV2146'TOP OF A CONCRETE POST.
 KV2146
 KV2146                          STATION RECOVERY (1952)
 KV2146
 KV2146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 KV2146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1036 ***********************************************************************
 KV1036  DESIGNATION -  J 189
 KV1036  PID         -  KV1036
 KV1036  STATE/COUNTY-  PA/BUCKS
 KV1036  USGS QUAD   -  LANGHORNE (1993)
 KV1036
 KV1036                         *CURRENT SURVEY CONTROL
 KV1036  ___________________________________________________________________
 KV1036* NAD 83(1986)-  40 13 11.     (N)    074 56 00.     (W)     SCALED    
 KV1036* NAVD 88     -        39.047  (meters)     128.11   (feet)  ADJUSTED  
 KV1036  ___________________________________________________________________
 KV1036  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 KV1036  DYNAMIC HT  -          39.028 (meters)     128.04  (feet)  COMP
 KV1036  MODELED GRAV-     980,153.0   (mgal)                       NAVD 88
 KV1036
 KV1036  VERT ORDER  -  SECOND    CLASS 0
 KV1036
 KV1036.The horizontal coordinates were scaled from a topographic map and have
 KV1036.an estimated accuracy of +/- 6 seconds.
 KV1036
 KV1036.The orthometric height was determined by differential leveling
 KV1036.and adjusted by the National Geodetic Survey in June 1991..
 KV1036
 KV1036.The geoid height was determined by GEOID03.
 KV1036
 KV1036.The dynamic height is computed by dividing the NAVD 88
 KV1036.geopotential number by the normal gravity value computed on the
 KV1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1036.degrees latitude (g = 980.6199 gals.).
 KV1036
 KV1036.The modeled gravity was interpolated from observed gravity values.
 KV1036
 KV1036;                    North         East    Units  Estimated Accuracy
 KV1036;SPC PA S     -   102,240.      839,710.      MT  (+/- 180 meters Scaled)
 KV1036
 KV1036                          SUPERSEDED SURVEY CONTROL
 KV1036
 KV1036  NGVD 29 (??/??/??)   39.358  (m)          129.13   (f) ADJUSTED    2 0
 KV1036
 KV1036.Superseded values are not recommended for survey control.
 KV1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1036.See file dsdata.txt to determine how the superseded data were derived.
 KV1036
 KV1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK056521(NAD 83)
 KV1036_MARKER: DB = BENCH MARK DISK
 KV1036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1036_SP_SET: BRIDGE
 KV1036_STAMPING: J 189 1942
 KV1036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1036
 KV1036  HISTORY     - Date     Condition        Report By
 KV1036  HISTORY     - 1942     MONUMENTED       CGS
 KV1036  HISTORY     - 1956     GOOD             CGS
 KV1036  HISTORY     - 1967     GOOD             AEROS
 KV1036  HISTORY     - 1978     GOOD             LOCENG
 KV1036  HISTORY     - 20030724 GOOD             GEOCAC
 KV1036
 KV1036                          STATION DESCRIPTION
 KV1036
 KV1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1036'0.6 MI S FROM NEWTOWN.
 KV1036'0.6 MILE SOUTH ALONG COUNTY ROAD NO. 413 FROM THE FIRST NATIONAL
 KV1036'BANK AND TRUST COMPANY AT NEWTOWN, ON TOP OF THE NORTHWEST
 KV1036'CONCRETE WING WALL OF A SMALL CONCRETE BRIDGE OVER A CREEK, 23.8
 KV1036'FEET WEST OF THE CENTER LINE OF THE ROAD AND ABOUT LEVEL WITH
 KV1036'THE SURFACE OF THE ROAD.
 KV1036
 KV1036                          STATION RECOVERY (1967)
 KV1036
 KV1036'RECOVERY NOTE BY AERO SERVICE CORPORATION 1967
 KV1036'RECOVERED IN GOOD CONDITION.
 KV1036
 KV1036                          STATION RECOVERY (1978)
 KV1036
 KV1036'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 KV1036'RECOVERED IN GOOD CONDITION.
 KV1036
 KV1036                          STATION RECOVERY (2003)
 KV1036
 KV1036'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 KV1036'STATION IS LOCATED ON THE WEST SIDE OF RT. 413, AND NORTH OF THE
 KV1036'DRIVEWAY LEADING TO THE NEW LIFE CHRISTIAN CHURCH.
 KV1036' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0178 ***********************************************************************
 MA0178  DESIGNATION -  J 19
 MA0178  PID         -  MA0178
 MA0178  STATE/COUNTY-  PA/CAMERON
 MA0178  USGS QUAD   -  DRIFTWOOD (1988)
 MA0178
 MA0178                         *CURRENT SURVEY CONTROL
 MA0178  ___________________________________________________________________
 MA0178* NAD 83(1986)-  41 19 46.     (N)    078 11 03.     (W)     SCALED    
 MA0178* NAVD 88     -       261.043  (meters)     856.44   (feet)  ADJUSTED  
 MA0178  ___________________________________________________________________
 MA0178  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 MA0178  DYNAMIC HT  -         260.928 (meters)     856.06  (feet)  COMP
 MA0178  MODELED GRAV-     980,178.1   (mgal)                       NAVD 88
 MA0178
 MA0178  VERT ORDER  -  SECOND    CLASS 0
 MA0178
 MA0178.The horizontal coordinates were scaled from a topographic map and have
 MA0178.an estimated accuracy of +/- 6 seconds.
 MA0178
 MA0178.The orthometric height was determined by differential leveling
 MA0178.and adjusted by the National Geodetic Survey in June 1991..
 MA0178
 MA0178.The geoid height was determined by GEOID03.
 MA0178
 MA0178.The dynamic height is computed by dividing the NAVD 88
 MA0178.geopotential number by the normal gravity value computed on the
 MA0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0178.degrees latitude (g = 980.6199 gals.).
 MA0178
 MA0178.The modeled gravity was interpolated from observed gravity values.
 MA0178
 MA0178;                    North         East    Units  Estimated Accuracy
 MA0178;SPC PA N     -   129,220.      563,660.      MT  (+/- 180 meters Scaled)
 MA0178
 MA0178                          SUPERSEDED SURVEY CONTROL
 MA0178
 MA0178  NGVD 29 (??/??/92)  261.214  (m)          857.00   (f) ADJ UNCH    2 0
 MA0178
 MA0178.Superseded values are not recommended for survey control.
 MA0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0178.See file dsdata.txt to determine how the superseded data were derived.
 MA0178
 MA0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF356791(NAD 83)
 MA0178_MARKER: DB = BENCH MARK DISK
 MA0178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0178_SP_SET: CULVERT
 MA0178_STAMPING: J 19 1934
 MA0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0178
 MA0178  HISTORY     - Date     Condition        Report By
 MA0178  HISTORY     - 1934     MONUMENTED       CGS
 MA0178
 MA0178                          STATION DESCRIPTION
 MA0178
 MA0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0178'3.2 MI W FROM DRIFTWOOD.
 MA0178'ABOUT 3.2 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0178'DRIFTWOOD, CAMERON COUNTY, ABOUT 1.1 MILES EAST OF MIX RUN,
 MA0178'IN THE TOP OF THE SOUTH END OF A STONE CULVERT, 7 FEET SOUTH
 MA0178'OF THE CENTER LINE OF THE TRACK, AND ABOUT 1-1/2 FEET LOWER
 MA0178'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED J 19 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2734 ***********************************************************************
 KV2734  DESIGNATION -  J 190 PADH
 KV2734  PID         -  KV2734
 KV2734  STATE/COUNTY-  PA/LEHIGH
 KV2734  USGS QUAD   -  SLATEDALE (1980)
 KV2734
 KV2734                         *CURRENT SURVEY CONTROL
 KV2734  ___________________________________________________________________
 KV2734* NAD 83(1986)-  40 40 49.     (N)    075 41 54.     (W)     SCALED    
 KV2734* NAVD 88     -       175.234  (meters)     574.91   (feet)  ADJUSTED  
 KV2734  ___________________________________________________________________
 KV2734  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 KV2734  DYNAMIC HT  -         175.148 (meters)     574.63  (feet)  COMP
 KV2734  MODELED GRAV-     980,127.2   (mgal)                       NAVD 88
 KV2734
 KV2734  VERT ORDER  -  SECOND    CLASS 0
 KV2734
 KV2734.The horizontal coordinates were scaled from a topographic map and have
 KV2734.an estimated accuracy of +/- 6 seconds.
 KV2734
 KV2734.The orthometric height was determined by differential leveling
 KV2734.and adjusted by the National Geodetic Survey in June 1991..
 KV2734
 KV2734.The geoid height was determined by GEOID03.
 KV2734
 KV2734.The dynamic height is computed by dividing the NAVD 88
 KV2734.geopotential number by the normal gravity value computed on the
 KV2734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2734.degrees latitude (g = 980.6199 gals.).
 KV2734
 KV2734.The modeled gravity was interpolated from observed gravity values.
 KV2734
 KV2734;                    North         East    Units  Estimated Accuracy
 KV2734;SPC PA S     -   151,570.      773,430.      MT  (+/- 180 meters Scaled)
 KV2734
 KV2734                          SUPERSEDED SURVEY CONTROL
 KV2734
 KV2734  NGVD 29 (??/??/??)  175.437  (m)          575.58   (f) ADJUSTED    2 0
 KV2734
 KV2734.Superseded values are not recommended for survey control.
 KV2734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2734.See file dsdata.txt to determine how the superseded data were derived.
 KV2734
 KV2734_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL409035(NAD 83)
 KV2734_MARKER: DD = SURVEY DISK
 KV2734_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2734_SP_SET: ABUTMENT
 KV2734_STAMPING: J 190 1942
 KV2734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2734
 KV2734  HISTORY     - Date     Condition        Report By
 KV2734  HISTORY     - 1942     MONUMENTED       PADH
 KV2734  HISTORY     - 1942     GOOD             CGS
 KV2734  HISTORY     - 19970114 GOOD             USPSQD
 KV2734  HISTORY     - 20030102 GOOD             USPSQD
 KV2734
 KV2734                          STATION DESCRIPTION
 KV2734
 KV2734'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2734'0.4 MI W FROM JORDAN.
 KV2734'0.4 MILE WEST ALONG STATE HIGHWAY NO. 29 FROM THE POST OFFICE AT
 KV2734'JORDAN, ABOUT 0.2 MILE WEST OF THE INTERSECTION OF NO. 29 AND
 KV2734'NO. 100, SET IN THE NORTH CORNER OF THE EAST ABUTMENT OF BRIDGE,
 KV2734'54.3 FEET NORTHEAST OF POLE NO. 360, 22.9 FEET NORTH OF THE
 KV2734'CENTER-LINE OF THE HIGHWAY.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS
 KV2734'BRONZE DISK.  STAMPED BY THE U.S.C. AND G.S.
 KV2734
 KV2734                          STATION RECOVERY (1997)
 KV2734
 KV2734'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV2734'RECOVERED IN GOOD CONDITION.
 KV2734
 KV2734                          STATION RECOVERY (2003)
 KV2734
 KV2734'RECOVERY NOTE BY US POWER SQUADRON 2003 (JL)
 KV2734'ON A BRIDGE EAST OF THE INTERSECTION OF STATE ROUTE 309 AND HUNSICKER
 KV2734'ROAD.  SET IN THE NORTH CORNER OF THE EAST ABUTMENT OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2679 ***********************************************************************
 KV2679  DESIGNATION -  J 191 PADH
 KV2679  PID         -  KV2679
 KV2679  STATE/COUNTY-  PA/BERKS
 KV2679  USGS QUAD   -  KUTZTOWN (1974)
 KV2679
 KV2679                         *CURRENT SURVEY CONTROL
 KV2679  ___________________________________________________________________
 KV2679* NAD 83(1986)-  40 33 10.     (N)    075 48 11.     (W)     SCALED    
 KV2679* NAVD 88     -       136.470  (meters)     447.74   (feet)  ADJUSTED  
 KV2679  ___________________________________________________________________
 KV2679  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 KV2679  DYNAMIC HT  -         136.400 (meters)     447.51  (feet)  COMP
 KV2679  MODELED GRAV-     980,111.4   (mgal)                       NAVD 88
 KV2679
 KV2679  VERT ORDER  -  SECOND    CLASS 0
 KV2679
 KV2679.The horizontal coordinates were scaled from a topographic map and have
 KV2679.an estimated accuracy of +/- 6 seconds.
 KV2679
 KV2679.The orthometric height was determined by differential leveling
 KV2679.and adjusted by the National Geodetic Survey in June 1991..
 KV2679
 KV2679.The geoid height was determined by GEOID03.
 KV2679
 KV2679.The dynamic height is computed by dividing the NAVD 88
 KV2679.geopotential number by the normal gravity value computed on the
 KV2679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2679.degrees latitude (g = 980.6199 gals.).
 KV2679
 KV2679.The modeled gravity was interpolated from observed gravity values.
 KV2679
 KV2679;                    North         East    Units  Estimated Accuracy
 KV2679;SPC PA S     -   137,220.      764,890.      MT  (+/- 180 meters Scaled)
 KV2679
 KV2679                          SUPERSEDED SURVEY CONTROL
 KV2679
 KV2679  NGVD 29 (??/??/??)  136.679  (m)          448.42   (f) ADJUSTED    2 0
 KV2679
 KV2679.Superseded values are not recommended for survey control.
 KV2679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2679.See file dsdata.txt to determine how the superseded data were derived.
 KV2679
 KV2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK320894(NAD 83)
 KV2679_MARKER: DD = SURVEY DISK
 KV2679_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2679_SP_SET: BRIDGE ABUTMENT
 KV2679_STAMPING: J-191 1942
 KV2679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2679
 KV2679  HISTORY     - Date     Condition        Report By
 KV2679  HISTORY     - 1942     MONUMENTED       PADH
 KV2679  HISTORY     - 1942     GOOD             CGS
 KV2679  HISTORY     - 1987     GOOD             USPSQD
 KV2679  HISTORY     - 19991114 GOOD             USPSQD
 KV2679  HISTORY     - 20060729 GOOD             GEOCAC
 KV2679
 KV2679                          STATION DESCRIPTION
 KV2679
 KV2679'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2679'2.3 MI S FROM KRUMSVILLE.
 KV2679'2.3 MILES SOUTH ALONG THE COUNTY ROAD FROM THE HOTEL AT KRUMSVILLE,
 KV2679'SET IN THE EAST CORNER OF THE SOUTH ABUTMENT OF BRIDGE, ABOUT 125
 KV2679'FEET SOUTH OF THE LARGE 2-STORY STONE FARM HOUSE ON THE EAST EDGE
 KV2679'OF ROAD, 14.2 FEET EAST OF THE CENTER-LINE OF THE ROAD.  A
 KV2679'PENNSYLVANIA HIGHWAYS BRONZE DISK.  STAMPED BY THE U.S.C. AND G.S.
 KV2679
 KV2679                          STATION RECOVERY (1987)
 KV2679
 KV2679'RECOVERY NOTE BY US POWER SQUADRON 1987 (MWD)
 KV2679'RECOVERED IN GOOD CONDITION.
 KV2679
 KV2679                          STATION RECOVERY (1999)
 KV2679
 KV2679'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV2679'RECOVERED IN GOOD CONDITION.
 KV2679
 KV2679                          STATION RECOVERY (2006)
 KV2679
 KV2679'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KV2679'BRIDGE AND MARK ARE JUST NORTH OF WILTROUT ROAD LEADING WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2752 ***********************************************************************
 KV2752  DESIGNATION -  J 192
 KV2752  PID         -  KV2752
 KV2752  STATE/COUNTY-  PA/SCHUYLKILL
 KV2752  USGS QUAD   -  NESQUEHONING (1993)
 KV2752
 KV2752                         *CURRENT SURVEY CONTROL
 KV2752  ___________________________________________________________________
 KV2752* NAD 83(1986)-  40 45 28.     (N)    075 46 21.     (W)     SCALED    
 KV2752* NAVD 88     -       172.860  (meters)     567.12   (feet)  ADJUSTED  
 KV2752  ___________________________________________________________________
 KV2752  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KV2752  DYNAMIC HT  -         172.776 (meters)     566.85  (feet)  COMP
 KV2752  MODELED GRAV-     980,138.1   (mgal)                       NAVD 88
 KV2752
 KV2752  VERT ORDER  -  SECOND    CLASS 0
 KV2752
 KV2752.The horizontal coordinates were scaled from a topographic map and have
 KV2752.an estimated accuracy of +/- 6 seconds.
 KV2752
 KV2752.The orthometric height was determined by differential leveling
 KV2752.and adjusted by the National Geodetic Survey in June 1991..
 KV2752
 KV2752.The geoid height was determined by GEOID03.
 KV2752
 KV2752.The dynamic height is computed by dividing the NAVD 88
 KV2752.geopotential number by the normal gravity value computed on the
 KV2752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2752.degrees latitude (g = 980.6199 gals.).
 KV2752
 KV2752.The modeled gravity was interpolated from observed gravity values.
 KV2752
 KV2752;                    North         East    Units  Estimated Accuracy
 KV2752;SPC PA S     -   160,040.      766,970.      MT  (+/- 180 meters Scaled)
 KV2752
 KV2752                          SUPERSEDED SURVEY CONTROL
 KV2752
 KV2752  NGVD 29 (??/??/??)  173.066  (m)          567.80   (f) ADJUSTED    2 0
 KV2752
 KV2752.Superseded values are not recommended for survey control.
 KV2752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2752.See file dsdata.txt to determine how the superseded data were derived.
 KV2752
 KV2752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL347121(NAD 83)
 KV2752_MARKER: DB = BENCH MARK DISK
 KV2752_SETTING: 80 = SET IN A BOULDER
 KV2752_SP_SET: BOULDER
 KV2752_STAMPING: J 192 1942
 KV2752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2752+STABILITY: SURFACE MOTION
 KV2752
 KV2752  HISTORY     - Date     Condition        Report By
 KV2752  HISTORY     - 1942     MONUMENTED       CGS
 KV2752  HISTORY     - 1972     GOOD             MME
 KV2752
 KV2752                          STATION DESCRIPTION
 KV2752
 KV2752'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2752'1.1 MI NE FROM ANDREAS.
 KV2752'1.1 MILES NORTHEAST ALONG THE LEHIGH VALLEY RAILROAD FROM THE
 KV2752'STATION AT ANDREAS, SET IN THE NORTHWEST QUARTER OF THE
 KV2752'PUBLIC ROAD CROSSING, IN THE TOP OF A LARGE BOULDER, 71.3 FEET SOUTH
 KV2752'OF THE SOUTH RAIL OF THE NORTH TRACKS, 64.5 FEET WEST OF THE
 KV2752'CENTER-LINE OF THE ROAD, 44.4 FEET NORTH OF THE NORTH RAIL OF
 KV2752'THE SOUTH TRACKS.  A STANDARD DISK.
 KV2752
 KV2752                          STATION RECOVERY (1972)
 KV2752
 KV2752'RECOVERY NOTE BY MYERS-MACOMBER ENGINEERS 1972
 KV2752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1978 ***********************************************************************
 JV1978  DESIGNATION -  J 193
 JV1978  PID         -  JV1978
 JV1978  STATE/COUNTY-  PA/ADAMS
 JV1978  USGS QUAD   -  EMMITSBURG (1985)
 JV1978
 JV1978                         *CURRENT SURVEY CONTROL
 JV1978  ___________________________________________________________________
 JV1978* NAD 83(1986)-  39 43 36.     (N)    077 17 57.     (W)     SCALED    
 JV1978* NAVD 88     -       139.255  (meters)     456.87   (feet)  ADJUSTED  
 JV1978  ___________________________________________________________________
 JV1978  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 JV1978  DYNAMIC HT  -         139.180 (meters)     456.63  (feet)  COMP
 JV1978  MODELED GRAV-     980,086.4   (mgal)                       NAVD 88
 JV1978
 JV1978  VERT ORDER  -  SECOND    CLASS 0
 JV1978
 JV1978.The horizontal coordinates were scaled from a topographic map and have
 JV1978.an estimated accuracy of +/- 6 seconds.
 JV1978
 JV1978.The orthometric height was determined by differential leveling
 JV1978.and adjusted by the National Geodetic Survey in June 1991..
 JV1978
 JV1978.The geoid height was determined by GEOID03.
 JV1978
 JV1978.The dynamic height is computed by dividing the NAVD 88
 JV1978.geopotential number by the normal gravity value computed on the
 JV1978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1978.degrees latitude (g = 980.6199 gals.).
 JV1978
 JV1978.The modeled gravity was interpolated from observed gravity values.
 JV1978
 JV1978;                    North         East    Units  Estimated Accuracy
 JV1978;SPC PA S     -    43,770.      638,650.      MT  (+/- 180 meters Scaled)
 JV1978
 JV1978                          SUPERSEDED SURVEY CONTROL
 JV1978
 JV1978  NGVD 29 (??/??/??)  139.449  (m)          457.51   (f) ADJUSTED    2 0
 JV1978
 JV1978.Superseded values are not recommended for survey control.
 JV1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1978.See file dsdata.txt to determine how the superseded data were derived.
 JV1978
 JV1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUJ029999(NAD 83)
 JV1978_MARKER: DB = BENCH MARK DISK
 JV1978_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1978_SP_SET: BRIDGE
 JV1978_STAMPING: J 193 1942
 JV1978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1978
 JV1978  HISTORY     - Date     Condition        Report By
 JV1978  HISTORY     - 1942     MONUMENTED       CGS
 JV1978  HISTORY     - 19900429 MARK NOT FOUND   USGS
 JV1978
 JV1978                          STATION DESCRIPTION
 JV1978
 JV1978'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1978'2.1 MI NE FROM EMMITSBURG.
 JV1978'IN ADAMS COUNTY, PENNSYLVANIA, 2.1 MILES NORTHEAST ALONG U.S.
 JV1978'HIGHWAY 15 FROM THE POST OFFICE AT EMMITSBURG, FREDERICK COUNTY,
 JV1978'MARYLAND, AT THE JUNCTION OF A DIRT ROAD LEADING SOUTHEAST, 54.8
 JV1978'FEET NORTHEAST OF THE DIRT ROAD, 12.4 FEET SOUTHEAST OF THE
 JV1978'CENTER LINE OF THE HIGHWAY, AT A BRIDGE OVER MIDDLE CREEK, AND
 JV1978'IN THE TOP OF THE SOUTHWEST ABUTMENT.  A STANDARD DISK, STAMPED
 JV1978'J 193 1942.
 JV1978
 JV1978                          STATION RECOVERY (1990)
 JV1978
 JV1978'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (GDS)
 JV1978'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1635 ***********************************************************************
 JV1635  DESIGNATION -  J 194
 JV1635  PID         -  JV1635
 JV1635  STATE/COUNTY-  PA/YORK
 JV1635  USGS QUAD   -  HANOVER (1984)
 JV1635
 JV1635                         *CURRENT SURVEY CONTROL
 JV1635  ___________________________________________________________________
 JV1635* NAD 83(1986)-  39 49 16.     (N)    076 53 04.     (W)     SCALED    
 JV1635* NAVD 88     -       156.155  (meters)     512.32   (feet)  ADJUSTED  
 JV1635  ___________________________________________________________________
 JV1635  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 JV1635  DYNAMIC HT  -         156.074 (meters)     512.05  (feet)  COMP
 JV1635  MODELED GRAV-     980,105.6   (mgal)                       NAVD 88
 JV1635
 JV1635  VERT ORDER  -  SECOND    CLASS 0
 JV1635
 JV1635.The horizontal coordinates were scaled from a topographic map and have
 JV1635.an estimated accuracy of +/- 6 seconds.
 JV1635
 JV1635.The orthometric height was determined by differential leveling
 JV1635.and adjusted by the National Geodetic Survey in June 1991..
 JV1635
 JV1635.The geoid height was determined by GEOID03.
 JV1635
 JV1635.The dynamic height is computed by dividing the NAVD 88
 JV1635.geopotential number by the normal gravity value computed on the
 JV1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1635.degrees latitude (g = 980.6199 gals.).
 JV1635
 JV1635.The modeled gravity was interpolated from observed gravity values.
 JV1635
 JV1635;                    North         East    Units  Estimated Accuracy
 JV1635;SPC PA S     -    54,520.      674,110.      MT  (+/- 180 meters Scaled)
 JV1635
 JV1635                          SUPERSEDED SURVEY CONTROL
 JV1635
 JV1635  NGVD 29 (??/??/??)  156.380  (m)          513.06   (f) ADJUSTED    2 0
 JV1635
 JV1635.Superseded values are not recommended for survey control.
 JV1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1635.See file dsdata.txt to determine how the superseded data were derived.
 JV1635
 JV1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK387096(NAD 83)
 JV1635_MARKER: DB = BENCH MARK DISK
 JV1635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1635_STAMPING: J 194 1942
 JV1635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1635+STABILITY: SURFACE MOTION
 JV1635
 JV1635  HISTORY     - Date     Condition        Report By
 JV1635  HISTORY     - 1942     MONUMENTED       CGS
 JV1635  HISTORY     - 1954     MARK NOT FOUND   CGS
 JV1635
 JV1635                          STATION DESCRIPTION
 JV1635
 JV1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1635'0.5 MI SE FROM PORTERS SIDELING.
 JV1635'0.5 MILE SOUTHEAST OF THE POST OFFICE AT PORTERS SIDELING, YORK
 JV1635'COUNTY, 87.7 FEET NORTH OF A RED BARN, AT THE CROSSING OF THE
 JV1635'HIGHWAY AND THE WESTERN MARYLAND RAILWAY, 16 FEET NORTH OF THE
 JV1635'CENTER OF THE CROSSING, 2.3 FEET WEST OF A POWER-TRANSMISSION
 JV1635'LINE POLE, AND NEAR A WHITE WOODEN WITNESS POST.  A STANDARD
 JV1635'DISK, STAMPED J 194 1942 AND SET IN THE TOP OF A CONCRETE POST.
 JV1635
 JV1635                          STATION RECOVERY (1954)
 JV1635
 JV1635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 JV1635'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1082 ***********************************************************************
 KX1082  DESIGNATION -  J 195
 KX1082  PID         -  KX1082
 KX1082  STATE/COUNTY-  PA/WESTMORELAND
 KX1082  USGS QUAD   -  DERRY (1977)
 KX1082
 KX1082                         *CURRENT SURVEY CONTROL
 KX1082  ___________________________________________________________________
 KX1082* NAD 83(1986)-  40 15 01.     (N)    079 15 30.     (W)     SCALED    
 KX1082* NAVD 88     -       363.368  (meters)    1192.15   (feet)  ADJUSTED  
 KX1082  ___________________________________________________________________
 KX1082  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KX1082  DYNAMIC HT  -         363.172 (meters)    1191.51  (feet)  COMP
 KX1082  MODELED GRAV-     980,075.4   (mgal)                       NAVD 88
 KX1082
 KX1082  VERT ORDER  -  SECOND    CLASS 0
 KX1082
 KX1082.The horizontal coordinates were scaled from a topographic map and have
 KX1082.an estimated accuracy of +/- 6 seconds.
 KX1082
 KX1082.The orthometric height was determined by differential leveling
 KX1082.and adjusted by the National Geodetic Survey in June 1991..
 KX1082
 KX1082.The geoid height was determined by GEOID03.
 KX1082
 KX1082.The dynamic height is computed by dividing the NAVD 88
 KX1082.geopotential number by the normal gravity value computed on the
 KX1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1082.degrees latitude (g = 980.6199 gals.).
 KX1082
 KX1082.The modeled gravity was interpolated from observed gravity values.
 KX1082
 KX1082;                    North         East    Units  Estimated Accuracy
 KX1082;SPC PA S     -   102,910.      471,680.      MT  (+/- 180 meters Scaled)
 KX1082
 KX1082                          SUPERSEDED SURVEY CONTROL
 KX1082
 KX1082  NGVD 29 (??/??/92)  363.550  (m)         1192.75   (f) ADJ UNCH    2 0
 KX1082
 KX1082.Superseded values are not recommended for survey control.
 KX1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1082.See file dsdata.txt to determine how the superseded data were derived.
 KX1082
 KX1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE481569(NAD 83)
 KX1082_MARKER: DB = BENCH MARK DISK
 KX1082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1082_SP_SET: CULVERT
 KX1082_STAMPING: J 195 1954
 KX1082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1082
 KX1082  HISTORY     - Date     Condition        Report By
 KX1082  HISTORY     - 1954     MONUMENTED       CGS
 KX1082
 KX1082                          STATION DESCRIPTION
 KX1082
 KX1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KX1082'1.2 MI NW FROM LIGONIER.
 KX1082'1.25 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE SQUARE
 KX1082'AT LIGONIER, ABOUT 40 YARDS NORTHWEST OF A ROADSIDE STAND, ABOUT
 KX1082'90 YARDS SOUTHEAST OF THE TOP OF A GRADE, IN THE TOP OF THE
 KX1082'NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL OF A 15-INCH
 KX1082'PIPE CULVERT, 14 1/2 FEET NORTHEAST OF CENTER LINE OF HIGHWAY AND
 KX1082'ON THE INSIDE OF A CURVE, AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1115 ***********************************************************************
 KX1115  DESIGNATION -  J 196
 KX1115  PID         -  KX1115
 KX1115  STATE/COUNTY-  PA/FAYETTE
 KX1115  USGS QUAD   -  DONEGAL (1993)
 KX1115
 KX1115                         *CURRENT SURVEY CONTROL
 KX1115  ___________________________________________________________________
 KX1115* NAD 83(1986)-  40 03 05.     (N)    079 23 25.     (W)     SCALED    
 KX1115* NAVD 88     -       432.846  (meters)    1420.10   (feet)  ADJUSTED  
 KX1115  ___________________________________________________________________
 KX1115  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KX1115  DYNAMIC HT  -         432.591 (meters)    1419.26  (feet)  COMP
 KX1115  MODELED GRAV-     980,022.3   (mgal)                       NAVD 88
 KX1115
 KX1115  VERT ORDER  -  SECOND    CLASS 0
 KX1115
 KX1115.The horizontal coordinates were scaled from a topographic map and have
 KX1115.an estimated accuracy of +/- 6 seconds.
 KX1115
 KX1115.The orthometric height was determined by differential leveling
 KX1115.and adjusted by the National Geodetic Survey in June 1991..
 KX1115
 KX1115.The geoid height was determined by GEOID03.
 KX1115
 KX1115.The dynamic height is computed by dividing the NAVD 88
 KX1115.geopotential number by the normal gravity value computed on the
 KX1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1115.degrees latitude (g = 980.6199 gals.).
 KX1115
 KX1115.The modeled gravity was interpolated from observed gravity values.
 KX1115
 KX1115;                    North         East    Units  Estimated Accuracy
 KX1115;SPC PA S     -    81,030.      460,050.      MT  (+/- 180 meters Scaled)
 KX1115
 KX1115                          SUPERSEDED SURVEY CONTROL
 KX1115
 KX1115  NGVD 29 (??/??/92)  432.997  (m)         1420.59   (f) ADJ UNCH    2 0
 KX1115
 KX1115.Superseded values are not recommended for survey control.
 KX1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1115.See file dsdata.txt to determine how the superseded data were derived.
 KX1115
 KX1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE373347(NAD 83)
 KX1115_MARKER: DD = SURVEY DISK
 KX1115_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1115_SP_SET: BRIDGE
 KX1115_STAMPING: J 196 1943
 KX1115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1115
 KX1115  HISTORY     - Date     Condition        Report By
 KX1115  HISTORY     - 1943     MONUMENTED       PADT
 KX1115  HISTORY     - 1954     GOOD             NGS
 KX1115
 KX1115                          STATION DESCRIPTION
 KX1115
 KX1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KX1115'3.8 MI SW FROM JONES MILLS.
 KX1115'3.75 MILES SOUTHWEST ALONG STATE HIGHWAY 381 - 711 FROM THE
 KX1115'JUNCTION OF STATE HIGHWAY 31 AT JONES MILLS, AT MELCROFT, ABOUT
 KX1115'0.1 MILE SOUTH OF THE SCHOOL, IN THE TOP OF THE NORTH END OF THE
 KX1115'SOUTH WING WALL OF BRIDGE OVER CHAMPION CREEK, 18.2 FEET SOUTHEAST
 KX1115'OF CENTER LINE OF HIGHWAY, 138 FEET NORTHEAST OF CENTER OF
 KX1115'CROSSING OF HIGHWAY AND A RAILROAD TRACK, 1/2 FOOT SOUTHEAST OF
 KX1115'CONCRETE RAILING AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1912 ***********************************************************************
 KV1912  DESIGNATION -  J 197
 KV1912  PID         -  KV1912
 KV1912  STATE/COUNTY-  PA/MONTGOMERY
 KV1912  USGS QUAD   -  HATBORO (1966)
 KV1912
 KV1912                         *CURRENT SURVEY CONTROL
 KV1912  ___________________________________________________________________
 KV1912* NAD 83(1986)-  40 08 52.     (N)    075 03 34.     (W)     SCALED    
 KV1912* NAVD 88     -        86.809  (meters)     284.81   (feet)  ADJUSTED  
 KV1912  ___________________________________________________________________
 KV1912  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 KV1912  DYNAMIC HT  -          86.768 (meters)     284.67  (feet)  COMP
 KV1912  MODELED GRAV-     980,155.9   (mgal)                       NAVD 88
 KV1912
 KV1912  VERT ORDER  -  THIRD
 KV1912
 KV1912.The horizontal coordinates were scaled from a topographic map and have
 KV1912.an estimated accuracy of +/- 6 seconds.
 KV1912
 KV1912.The orthometric height was determined by differential leveling
 KV1912.and adjusted by the National Geodetic Survey in June 1991..
 KV1912
 KV1912.The geoid height was determined by GEOID03.
 KV1912
 KV1912.The dynamic height is computed by dividing the NAVD 88
 KV1912.geopotential number by the normal gravity value computed on the
 KV1912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1912.degrees latitude (g = 980.6199 gals.).
 KV1912
 KV1912.The modeled gravity was interpolated from observed gravity values.
 KV1912
 KV1912;                    North         East    Units  Estimated Accuracy
 KV1912;SPC PA S     -    93,920.      829,220.      MT  (+/- 180 meters Scaled)
 KV1912
 KV1912                          SUPERSEDED SURVEY CONTROL
 KV1912
 KV1912  NGVD 29 (??/??/??)   87.104  (m)          285.77   (f) ADJUSTED    3 0
 KV1912
 KV1912.Superseded values are not recommended for survey control.
 KV1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1912.See file dsdata.txt to determine how the superseded data were derived.
 KV1912
 KV1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK949441(NAD 83)
 KV1912_MARKER: DB = BENCH MARK DISK
 KV1912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1912_STAMPING: J-197 1946
 KV1912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1912+STABILITY: SURFACE MOTION
 KV1912
 KV1912  HISTORY     - Date     Condition        Report By
 KV1912  HISTORY     - 1946     MONUMENTED       CGS
 KV1912  HISTORY     - 1962     GOOD             CGS
 KV1912  HISTORY     - 19971113 MARK NOT FOUND   USPSQD
 KV1912
 KV1912                          STATION DESCRIPTION
 KV1912
 KV1912'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KV1912'2 MI N FROM HUNTINGDON VALLEY.
 KV1912'THE MARK IS LOCATED ABOUT 2 MILES NORTH OF HUNTINGDON VALLEY ON
 KV1912'STATE ROAD 232 AT THE INTERSECTION OF THE BYBERRY SPUR ROAD,
 KV1912'ABOUT 250 FEET SOUTH OF THE INTERSECTION OF THE BYBERRY ROAD.
 KV1912'IT IS 20.6 FEET EAST OF STATE ROAD 232, AND 109 FEET NORTH OF
 KV1912'SORREL HORSE ROAD.
 KV1912
 KV1912                          STATION RECOVERY (1997)
 KV1912
 KV1912'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV1912'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1913 ***********************************************************************
 KV1913  DESIGNATION -  J 197 RESET 1965
 KV1913  PID         -  KV1913
 KV1913  STATE/COUNTY-  PA/MONTGOMERY
 KV1913  USGS QUAD   -  HATBORO (1966)
 KV1913
 KV1913                         *CURRENT SURVEY CONTROL
 KV1913  ___________________________________________________________________
 KV1913* NAD 83(1986)-  40 08 52.     (N)    075 03 34.     (W)     SCALED    
 KV1913* NAVD 88     -        87.57   (+/-2cm)     287.3    (feet)  VERTCON   
 KV1913  ___________________________________________________________________
 KV1913  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 KV1913
 KV1913  VERT ORDER  -  THIRD (See Below)
 KV1913
 KV1913.The horizontal coordinates were scaled from a topographic map and have
 KV1913.an estimated accuracy of +/- 6 seconds.
 KV1913
 KV1913.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV1913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV1913.The vertical order pertains to the NGVD 29 superseded value.
 KV1913
 KV1913.The geoid height was determined by GEOID03.
 KV1913
 KV1913;                    North         East    Units  Estimated Accuracy
 KV1913;SPC PA S     -    93,920.      829,220.      MT  (+/- 180 meters Scaled)
 KV1913
 KV1913                          SUPERSEDED SURVEY CONTROL
 KV1913
 KV1913  NGVD 29 (??/??/??)   87.86   (m)          288.3    (f) RESET       3  
 KV1913
 KV1913.Superseded values are not recommended for survey control.
 KV1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1913.See file dsdata.txt to determine how the superseded data were derived.
 KV1913
 KV1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK949441(NAD 83)
 KV1913_MARKER: DB = BENCH MARK DISK
 KV1913_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1913_SP_SET: CULVERT
 KV1913_STAMPING: J 197 1946 RESET 1965
 KV1913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1913
 KV1913  HISTORY     - Date     Condition        Report By
 KV1913  HISTORY     - 1965     MONUMENTED       CGS
 KV1913  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 KV1913
 KV1913                          STATION DESCRIPTION
 KV1913
 KV1913'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KV1913'2 MI N FROM HUNTINGDON VALLEY.
 KV1913'2 MILES NORTH OF HUNTINGDON VALLEY, AT INTERSECTION OF STATE
 KV1913'HIGHWAY 232 WITH SPUR ROAD, 65 FEET NORTHWEST OF THE CENTERLINE
 KV1913'OF HIGHWAY 232, 31 FEET NORTHEAST OF THE APPROXIMATE CENTERLINE
 KV1913'OF SPUR RD., 5 FEET NORTHWEST OF A STOP SIGN, 10 FEET WEST OF
 KV1913'POWERLINE POLE NO. 280, 23 FEET SOUTH OF A 16-INCH WALNUT
 KV1913'TREE AND SET IN A DRILL HOLE IN THE WEST END OF A CONCRETE CULVERT
 KV1913'HEADWALL, 1 FOOT EAST OF ITS WEST END.
 KV1913
 KV1913                          STATION RECOVERY (1988)
 KV1913
 KV1913'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDC)
 KV1913'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0183 ***********************************************************************
 KY0183  DESIGNATION -  J 198
 KY0183  PID         -  KY0183
 KY0183  STATE/COUNTY-  PA/LAWRENCE
 KY0183  USGS QUAD   -  NEW CASTLE SOUTH (1990)
 KY0183
 KY0183                         *CURRENT SURVEY CONTROL
 KY0183  ___________________________________________________________________
 KY0183* NAD 83(1986)-  40 57 49.     (N)    080 22 07.     (W)     SCALED    
 KY0183* NAVD 88     -       241.771  (meters)     793.21   (feet)  ADJUSTED  
 KY0183  ___________________________________________________________________
 KY0183  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KY0183  DYNAMIC HT  -         241.654 (meters)     792.83  (feet)  COMP
 KY0183  MODELED GRAV-     980,134.8   (mgal)                       NAVD 88
 KY0183
 KY0183  VERT ORDER  -  FIRST     CLASS II
 KY0183
 KY0183.The horizontal coordinates were scaled from a topographic map and have
 KY0183.an estimated accuracy of +/- 6 seconds.
 KY0183
 KY0183.The orthometric height was determined by differential leveling
 KY0183.and adjusted by the National Geodetic Survey in June 1991..
 KY0183
 KY0183.The geoid height was determined by GEOID03.
 KY0183
 KY0183.The dynamic height is computed by dividing the NAVD 88
 KY0183.geopotential number by the normal gravity value computed on the
 KY0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0183.degrees latitude (g = 980.6199 gals.).
 KY0183
 KY0183.The modeled gravity was interpolated from observed gravity values.
 KY0183
 KY0183;                    North         East    Units  Estimated Accuracy
 KY0183;SPC PA S     -   184,290.      379,590.      MT  (+/- 180 meters Scaled)
 KY0183
 KY0183                          SUPERSEDED SURVEY CONTROL
 KY0183
 KY0183  NGVD 29 (??/??/92)  241.918  (m)          793.69   (f) ADJ UNCH    1 2
 KY0183
 KY0183.Superseded values are not recommended for survey control.
 KY0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0183.See file dsdata.txt to determine how the superseded data were derived.
 KY0183
 KY0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF531349(NAD 83)
 KY0183_MARKER: DB = BENCH MARK DISK
 KY0183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0183_SP_SET: WATER TANK BASE
 KY0183_STAMPING: J 198 1950
 KY0183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0183
 KY0183  HISTORY     - Date     Condition        Report By
 KY0183  HISTORY     - 1950     MONUMENTED       CGS
 KY0183
 KY0183                          STATION DESCRIPTION
 KY0183
 KY0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KY0183'0.3 MI S FROM NEW CASTLE JUNCTION.
 KY0183'AT NEW CASTLE JUNCTION, ABOUT 0.3 MILE SOUTH ALONG THE
 KY0183'BALTIMORE AND OHIO RAILROAD FROM ITS BRIDGE OVER THE SHENANGO
 KY0183'RIVER AND NEAR THE PITTSBURG AND LAKE ERIE YARD OFFICE.  IT IS
 KY0183'IN THE TOP AND NORTHEAST CORNER OF THE CONCRETE BASE OF A WATER
 KY0183'TANK AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK CEMENTED
 KY0183'IN A DRILLED HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0053 ***********************************************************************
 KY0053  DESIGNATION -  J 199
 KY0053  PID         -  KY0053
 KY0053  STATE/COUNTY-  PA/BEAVER
 KY0053  USGS QUAD   -  BEAVER (1979)
 KY0053
 KY0053                         *CURRENT SURVEY CONTROL
 KY0053  ___________________________________________________________________
 KY0053* NAD 83(1986)-  40 44 34.     (N)    080 19 11.     (W)     SCALED    
 KY0053* NAVD 88     -       222.719  (meters)     730.70   (feet)  ADJUSTED  
 KY0053  ___________________________________________________________________
 KY0053  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 KY0053  DYNAMIC HT  -         222.607 (meters)     730.34  (feet)  COMP
 KY0053  MODELED GRAV-     980,117.7   (mgal)                       NAVD 88
 KY0053
 KY0053  VERT ORDER  -  FIRST     CLASS I
 KY0053
 KY0053.The horizontal coordinates were scaled from a topographic map and have
 KY0053.an estimated accuracy of +/- 6 seconds.
 KY0053
 KY0053.The orthometric height was determined by differential leveling
 KY0053.and adjusted by the National Geodetic Survey in June 1991..
 KY0053
 KY0053.The geoid height was determined by GEOID03.
 KY0053
 KY0053.The dynamic height is computed by dividing the NAVD 88
 KY0053.geopotential number by the normal gravity value computed on the
 KY0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0053.degrees latitude (g = 980.6199 gals.).
 KY0053
 KY0053.The modeled gravity was interpolated from observed gravity values.
 KY0053
 KY0053;                    North         East    Units  Estimated Accuracy
 KY0053;SPC PA S     -   159,660.      382,990.      MT  (+/- 180 meters Scaled)
 KY0053
 KY0053                          SUPERSEDED SURVEY CONTROL
 KY0053
 KY0053  NGVD 29 (??/??/92)  222.842  (m)          731.11   (f) ADJ UNCH    1 1
 KY0053
 KY0053.Superseded values are not recommended for survey control.
 KY0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0053.See file dsdata.txt to determine how the superseded data were derived.
 KY0053
 KY0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF574104(NAD 83)
 KY0053_MARKER: DB = BENCH MARK DISK
 KY0053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0053_SP_SET: BUILDING
 KY0053_STAMPING: J 199 1950
 KY0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0053
 KY0053  HISTORY     - Date     Condition        Report By
 KY0053  HISTORY     - 1950     MONUMENTED       CGS
 KY0053  HISTORY     - 1966     GOOD             NGS
 KY0053
 KY0053                          STATION DESCRIPTION
 KY0053
 KY0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY0053'AT BEAVER FALLS.
 KY0053'ABOUT 0.1 MILE NORTHEAST ALONG THE PITTSBURGH AND LAKE ERIE RAILROAD
 KY0053'FROM THE NORTH END OF STATE HIGHWAY 18 BRIDGE OVER BEAVER RIVER
 KY0053'AND THE TRACK, SET VERTICALLY IN THE SOUTHEAST FACE OF THE SOUTH
 KY0053'CORNER OF THE RAILROAD STATION, 52 FEET NORTHWEST OF THE NORTHWEST
 KY0053'RAIL OF THE NORTHWEST ONE OF TWO TRACKS, 1 FOOT NORTHEAST OF
 KY0053'THE SOUTH CORNER OF THE STATION, 4.2 FEET ABOVE THE SIDEWALK
 KY0053'AND 4 1/2 FEET ABOVE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2267 ***********************************************************************
 KV2267  DESIGNATION -  J 2
 KV2267  PID         -  KV2267
 KV2267  STATE/COUNTY-  PA/BERKS
 KV2267  USGS QUAD   -  READING (1983)
 KV2267
 KV2267                         *CURRENT SURVEY CONTROL
 KV2267  ___________________________________________________________________
 KV2267* NAD 83(1986)-  40 20 28.     (N)    075 56 44.     (W)     SCALED    
 KV2267* NAVD 88     -        82.653  (meters)     271.17   (feet)  ADJUSTED  
 KV2267  ___________________________________________________________________
 KV2267  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 KV2267  DYNAMIC HT  -          82.610 (meters)     271.03  (feet)  COMP
 KV2267  MODELED GRAV-     980,114.0   (mgal)                       NAVD 88
 KV2267
 KV2267  VERT ORDER  -  FIRST     CLASS II
 KV2267
 KV2267.The horizontal coordinates were scaled from a topographic map and have
 KV2267.an estimated accuracy of +/- 6 seconds.
 KV2267
 KV2267.The orthometric height was determined by differential leveling
 KV2267.and adjusted by the National Geodetic Survey in June 1991..
 KV2267
 KV2267.The geoid height was determined by GEOID03.
 KV2267
 KV2267.The dynamic height is computed by dividing the NAVD 88
 KV2267.geopotential number by the normal gravity value computed on the
 KV2267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2267.degrees latitude (g = 980.6199 gals.).
 KV2267
 KV2267.The modeled gravity was interpolated from observed gravity values.
 KV2267
 KV2267;                    North         East    Units  Estimated Accuracy
 KV2267;SPC PA S     -   113,470.      753,300.      MT  (+/- 180 meters Scaled)
 KV2267
 KV2267                          SUPERSEDED SURVEY CONTROL
 KV2267
 KV2267  NGVD 29 (??/??/??)   82.885  (m)          271.93   (f) ADJUSTED    1 2
 KV2267
 KV2267.Superseded values are not recommended for survey control.
 KV2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2267.See file dsdata.txt to determine how the superseded data were derived.
 KV2267
 KV2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK196660(NAD 83)
 KV2267_MARKER: DB = BENCH MARK DISK
 KV2267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2267_SP_SET: BRIDGE
 KV2267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2267
 KV2267  HISTORY     - Date     Condition        Report By
 KV2267  HISTORY     - 1929     MONUMENTED       CGS
 KV2267  HISTORY     - 20011220 MARK NOT FOUND   USPSQD
 KV2267  HISTORY     - 20041219 MARK NOT FOUND   USPSQD
 KV2267
 KV2267                          STATION DESCRIPTION
 KV2267
 KV2267'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 KV2267'IN READING.
 KV2267'AT THE EAST END OF READING RAILROAD BRIDGE CROSSING THE
 KV2267'PENNSYLVANIA R.R. TRACKS AND CONTINUING OVER SCHUYLKILL RIVER.
 KV2267'MARK ON NORTH SIDE OF BRIDGE, AT EAST END OF SECTION OVER RIVER,
 KV2267'AND WEST END OF SECTION OVER THE TRACKS.  5 FT 6 INCHES NORTH OF
 KV2267'RAIL.
 KV2267
 KV2267                          STATION RECOVERY (2001)
 KV2267
 KV2267'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV2267'NOT THERE. REPLACED WITH J 2 RESET.
 KV2267
 KV2267                          STATION RECOVERY (2004)
 KV2267
 KV2267'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEQ)
 KV2267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2268 ***********************************************************************
 KV2268  DESIGNATION -  J 2 RESET 1946
 KV2268  PID         -  KV2268
 KV2268  STATE/COUNTY-  PA/BERKS
 KV2268  USGS QUAD   -  READING (1983)
 KV2268
 KV2268                         *CURRENT SURVEY CONTROL
 KV2268  ___________________________________________________________________
 KV2268* NAD 83(1986)-  40 20 28.     (N)    075 56 44.     (W)     SCALED    
 KV2268* NAVD 88     -        82.831  (meters)     271.75   (feet)  ADJUSTED  
 KV2268  ___________________________________________________________________
 KV2268  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 KV2268  DYNAMIC HT  -          82.788 (meters)     271.61  (feet)  COMP
 KV2268  MODELED GRAV-     980,114.0   (mgal)                       NAVD 88
 KV2268
 KV2268  VERT ORDER  -  FIRST     CLASS I
 KV2268
 KV2268.The horizontal coordinates were scaled from a topographic map and have
 KV2268.an estimated accuracy of +/- 6 seconds.
 KV2268
 KV2268.The orthometric height was determined by differential leveling
 KV2268.and adjusted by the National Geodetic Survey in June 1991..
 KV2268
 KV2268.The geoid height was determined by GEOID03.
 KV2268
 KV2268.The dynamic height is computed by dividing the NAVD 88
 KV2268.geopotential number by the normal gravity value computed on the
 KV2268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2268.degrees latitude (g = 980.6199 gals.).
 KV2268
 KV2268.The modeled gravity was interpolated from observed gravity values.
 KV2268
 KV2268;                    North         East    Units  Estimated Accuracy
 KV2268;SPC PA S     -   113,470.      753,300.      MT  (+/- 180 meters Scaled)
 KV2268
 KV2268                          SUPERSEDED SURVEY CONTROL
 KV2268
 KV2268  NGVD 29 (??/??/??)   83.068  (m)          272.53   (f) ADJUSTED    1 1
 KV2268
 KV2268.Superseded values are not recommended for survey control.
 KV2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2268.See file dsdata.txt to determine how the superseded data were derived.
 KV2268
 KV2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK196660(NAD 83)
 KV2268_MARKER: DB = BENCH MARK DISK
 KV2268_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2268_SP_SET: BRIDGE WALL
 KV2268_STAMPING: J 2 RESET 1946
 KV2268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2268+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2004
 KV2268
 KV2268  HISTORY     - Date     Condition        Report By
 KV2268  HISTORY     - 1946     MONUMENTED       CGS
 KV2268  HISTORY     - 1966     GOOD             CGS
 KV2268  HISTORY     - 20011220 GOOD             USPSQD
 KV2268  HISTORY     - 20041219 GOOD             USPSQD
 KV2268
 KV2268                          STATION DESCRIPTION
 KV2268
 KV2268'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2268'1.1 MI W FROM READING.
 KV2268'ABOUT 1.1 MILES WEST ALONG THE READING COMPANY RAILROAD FROM THE
 KV2268'NORTH STATION AT READING, AT THE BRIDGE OVER THE PENNSYLVANIA
 KV2268'RAILROAD AND THE SCHUYLKILL RIVER, 67 FEET WEST OF FRACTIONAL
 KV2268'MILEPOST 1/20, 9 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 KV2268'SET OF TRACKS, SET IN THE TOP OF A CONCRETE RETAINING WALL, 9
 KV2268'FEET EAST OF THE SOUTH END OF THE EAST ABUTMENT OF THE BRIDGE,
 KV2268'17 FEET WEST OF THE EAST END OF THE SOUTH METAL GUARD RAIL, AND
 KV2268'ABOUT LEVEL WITH THE TRACKS.
 KV2268
 KV2268                          STATION RECOVERY (2001)
 KV2268
 KV2268'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV2268'.
 KV2268
 KV2268                          STATION RECOVERY (2004)
 KV2268
 KV2268'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEQ)
 KV2268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0217 ***********************************************************************
 MA0217  DESIGNATION -  J 20
 MA0217  PID         -  MA0217
 MA0217  STATE/COUNTY-  PA/CLEARFIELD
 MA0217  USGS QUAD   -  KARTHAUS (1981)
 MA0217
 MA0217                         *CURRENT SURVEY CONTROL
 MA0217  ___________________________________________________________________
 MA0217* NAD 83(1986)-  41 07 26.     (N)    078 05 16.     (W)     SCALED    
 MA0217* NAVD 88     -       254.099  (meters)     833.66   (feet)  ADJUSTED  
 MA0217  ___________________________________________________________________
 MA0217  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 MA0217  DYNAMIC HT  -         253.974 (meters)     833.25  (feet)  COMP
 MA0217  MODELED GRAV-     980,128.2   (mgal)                       NAVD 88
 MA0217
 MA0217  VERT ORDER  -  SECOND    CLASS 0
 MA0217
 MA0217.The horizontal coordinates were scaled from a topographic map and have
 MA0217.an estimated accuracy of +/- 6 seconds.
 MA0217
 MA0217.The orthometric height was determined by differential leveling
 MA0217.and adjusted by the National Geodetic Survey in June 1991..
 MA0217
 MA0217.The geoid height was determined by GEOID03.
 MA0217
 MA0217.The dynamic height is computed by dividing the NAVD 88
 MA0217.geopotential number by the normal gravity value computed on the
 MA0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0217.degrees latitude (g = 980.6199 gals.).
 MA0217
 MA0217.The modeled gravity was interpolated from observed gravity values.
 MA0217
 MA0217;                    North         East    Units  Estimated Accuracy
 MA0217;SPC PA N     -   106,360.      571,640.      MT  (+/- 180 meters Scaled)
 MA0217
 MA0217                          SUPERSEDED SURVEY CONTROL
 MA0217
 MA0217  NGVD 29 (??/??/92)  254.264  (m)          834.20   (f) ADJ UNCH    2 0
 MA0217
 MA0217.Superseded values are not recommended for survey control.
 MA0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0217.See file dsdata.txt to determine how the superseded data were derived.
 MA0217
 MA0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF444565(NAD 83)
 MA0217_MARKER: DB = BENCH MARK DISK
 MA0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0217_STAMPING: J 20 1934
 MA0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0217+STABILITY: SURFACE MOTION
 MA0217
 MA0217  HISTORY     - Date     Condition        Report By
 MA0217  HISTORY     - 1934     MONUMENTED       CGS
 MA0217
 MA0217                          STATION DESCRIPTION
 MA0217
 MA0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0217'1.8 MI E FROM KARTHAUS.
 MA0217'ABOUT 1.8 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MA0217'KARTHAUS, CLEARFIELD COUNTY, AT MILEAGE C 33.4, AT A 36-INCH
 MA0217'CONCRETE CULVERT, 12 FEET SOUTH OF THE CENTER LINE OF THE
 MA0217'TRACK, AND ABOUT 1-3/4 FEET LOWER THAN THE TOP OF THE RAIL.  A
 MA0217'STANDARD DISK, STAMPED J 20 1934 AND SET IN THE TOP OF A CONCRETE
 MA0217'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0336 ***********************************************************************
 MB0336  DESIGNATION -  J 200
 MB0336  PID         -  MB0336
 MB0336  STATE/COUNTY-  PA/LAWRENCE
 MB0336  USGS QUAD   -  EDINBURG (1990)
 MB0336
 MB0336                         *CURRENT SURVEY CONTROL
 MB0336  ___________________________________________________________________
 MB0336* NAD 83(1986)-  41 01 13.     (N)    080 24 28.     (W)     SCALED    
 MB0336* NAVD 88     -       329.219  (meters)    1080.11   (feet)  ADJUSTED  
 MB0336  ___________________________________________________________________
 MB0336  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 MB0336  DYNAMIC HT  -         329.065 (meters)    1079.61  (feet)  COMP
 MB0336  MODELED GRAV-     980,145.0   (mgal)                       NAVD 88
 MB0336
 MB0336  VERT ORDER  -  FIRST     CLASS II
 MB0336
 MB0336.The horizontal coordinates were scaled from a topographic map and have
 MB0336.an estimated accuracy of +/- 6 seconds.
 MB0336
 MB0336.The orthometric height was determined by differential leveling
 MB0336.and adjusted by the National Geodetic Survey in June 1991..
 MB0336
 MB0336.The geoid height was determined by GEOID03.
 MB0336
 MB0336.The dynamic height is computed by dividing the NAVD 88
 MB0336.geopotential number by the normal gravity value computed on the
 MB0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0336.degrees latitude (g = 980.6199 gals.).
 MB0336
 MB0336.The modeled gravity was interpolated from observed gravity values.
 MB0336
 MB0336;                    North         East    Units  Estimated Accuracy
 MB0336;SPC PA S     -   190,680.      376,490.      MT  (+/- 180 meters Scaled)
 MB0336
 MB0336                          SUPERSEDED SURVEY CONTROL
 MB0336
 MB0336  NGVD 29 (??/??/92)  329.378  (m)         1080.63   (f) ADJ UNCH    1 2
 MB0336
 MB0336.Superseded values are not recommended for survey control.
 MB0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0336.See file dsdata.txt to determine how the superseded data were derived.
 MB0336
 MB0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF497411(NAD 83)
 MB0336_MARKER: DB = BENCH MARK DISK
 MB0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0336_STAMPING: J 200 1950
 MB0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0336+STABILITY: SURFACE MOTION
 MB0336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB0336+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2006
 MB0336
 MB0336  HISTORY     - Date     Condition        Report By
 MB0336  HISTORY     - 1950     MONUMENTED       CGS
 MB0336  HISTORY     - 1967     GOOD             NGS
 MB0336  HISTORY     - 20060605 GOOD             PADT
 MB0336
 MB0336                          STATION DESCRIPTION
 MB0336
 MB0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0336'3.6 MI E FROM EDINBURG.
 MB0336'ABOUT 2.1 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MB0336'FROM THE U.S. HIGHWAY 224 BRIDGE OVER THE MAHONING RIVER AT
 MB0336'EDINBURG, THENCE ABOUT 1.5 MILES NORTH ALONG A DIRT AND SURFACED
 MB0336'ROAD, AT THE SOUTHEAST CORNER OF THE NEW CASTLE AIRPORT, 124
 MB0336'FEET WEST OF THE CENTERLINE OF THE ROAD, 49.5 FEET SOUTHEAST
 MB0336'OF THE SOUTHEAST CORNER OF A SMALL WHITE BUILDING, 4.5 FEET
 MB0336'SOUTH OF A POWER LINE POLE, 2 FEET EAST OF A WHITE WITNESS POST.
 MB0336'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 MB0336'INCHES.
 MB0336
 MB0336                          STATION RECOVERY (1967)
 MB0336
 MB0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MB0336'RECOVERED IN GOOD CONDITION.
 MB0336
 MB0336                          STATION RECOVERY (2006)
 MB0336
 MB0336'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (JW)
 MB0336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0119 ***********************************************************************
 KY0119  DESIGNATION -  J 201
 KY0119  PID         -  KY0119
 KY0119  STATE/COUNTY-  PA/BUTLER
 KY0119  USGS QUAD   -  MARS (1979)
 KY0119
 KY0119                         *CURRENT SURVEY CONTROL
 KY0119  ___________________________________________________________________
 KY0119* NAD 83(1986)-  40 42 21.     (N)    080 00 56.     (W)     SCALED    
 KY0119* NAVD 88     -       304.903  (meters)    1000.34   (feet)  POSTED    
 KY0119  ___________________________________________________________________
 KY0119  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KY0119  DYNAMIC HT  -         304.750 (meters)     999.83  (feet)  COMP
 KY0119  MODELED GRAV-     980,105.3   (mgal)                       NAVD 88
 KY0119
 KY0119  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KY0119
 KY0119.The horizontal coordinates were scaled from a topographic map and have
 KY0119.an estimated accuracy of +/- 6 seconds.
 KY0119
 KY0119.The orthometric height was determined by differential leveling
 KY0119.and adjusted by the National Geodetic Survey in 1992..
 KY0119.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KY0119.rate of 0.0 thru 1.0 mm/km.
 KY0119
 KY0119.The geoid height was determined by GEOID03.
 KY0119
 KY0119.The dynamic height is computed by dividing the NAVD 88
 KY0119.geopotential number by the normal gravity value computed on the
 KY0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0119.degrees latitude (g = 980.6199 gals.).
 KY0119
 KY0119.The modeled gravity was interpolated from observed gravity values.
 KY0119
 KY0119;                    North         East    Units  Estimated Accuracy
 KY0119;SPC PA S     -   154,850.      408,570.      MT  (+/- 180 meters Scaled)
 KY0119
 KY0119                          SUPERSEDED SURVEY CONTROL
 KY0119
 KY0119  NGVD 29 (??/??/92)  305.048  (m)         1000.81   (f) ADJ UNCH    2 0
 KY0119
 KY0119.Superseded values are not recommended for survey control.
 KY0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0119.See file dsdata.txt to determine how the superseded data were derived.
 KY0119
 KY0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF831065(NAD 83)
 KY0119_MARKER: DB = BENCH MARK DISK
 KY0119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0119_SP_SET: BRIDGE
 KY0119_STAMPING: J 201 1954
 KY0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0119
 KY0119  HISTORY     - Date     Condition        Report By
 KY0119  HISTORY     - 1954     MONUMENTED       CGS
 KY0119
 KY0119                          STATION DESCRIPTION
 KY0119
 KY0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KY0119'0.8 MI NW FROM MARS.
 KY0119'ABOUT 0.8 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 KY0119'FROM THE STATION AT MARS, AT A NARROW EAST-SOUTHEAST-WEST-NORTHWEST
 KY0119'BLACK TOP ROAD CROSSING, IN THE TOP OF THE NORTH HEAD WALL OF A
 KY0119'30-FOOT CONCRETE BRIDGE ON BLACK TOP ROAD, 138 FEET EAST AND ACROSS
 KY0119'ROAD FROM EAST RAIL OF EAST TRACK, 151 FEET EAST-SOUTHEAST OF
 KY0119'CENTER OF CROSSING OF ROAD AND EAST TRACK, 129 FEET EAST-NORTHEAST
 KY0119'AND ACROSS ROAD FROM TELEPHONE POLE NO. 23/05, 8 1/2 FEET WEST OF
 KY0119'WEST END OF HEAD WALL AND ABOUT 5 1/2 FEET BELOW LEVEL OF TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1591 ***********************************************************************
 KX1591  DESIGNATION -  J 202
 KX1591  PID         -  KX1591
 KX1591  STATE/COUNTY-  PA/ALLEGHENY
 KX1591  USGS QUAD   -  GLENSHAW (1993)
 KX1591
 KX1591                         *CURRENT SURVEY CONTROL
 KX1591  ___________________________________________________________________
 KX1591* NAD 83(1986)-  40 36 47.     (N)    079 58 05.     (W)     SCALED    
 KX1591* NAVD 88     -       301.161  (meters)     988.06   (feet)  POSTED    
 KX1591  ___________________________________________________________________
 KX1591  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KX1591  DYNAMIC HT  -         301.000 (meters)     987.53  (feet)  COMP
 KX1591  MODELED GRAV-     980,096.6   (mgal)                       NAVD 88
 KX1591
 KX1591  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KX1591
 KX1591.The horizontal coordinates were scaled from a topographic map and have
 KX1591.an estimated accuracy of +/- 6 seconds.
 KX1591
 KX1591.The orthometric height was determined by differential leveling
 KX1591.and adjusted by the National Geodetic Survey in 1992..
 KX1591.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KX1591.rate of 0.0 thru 1.0 mm/km.
 KX1591
 KX1591.The geoid height was determined by GEOID03.
 KX1591
 KX1591.The dynamic height is computed by dividing the NAVD 88
 KX1591.geopotential number by the normal gravity value computed on the
 KX1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1591.degrees latitude (g = 980.6199 gals.).
 KX1591
 KX1591.The modeled gravity was interpolated from observed gravity values.
 KX1591
 KX1591;                    North         East    Units  Estimated Accuracy
 KX1591;SPC PA S     -   144,450.      412,320.      MT  (+/- 180 meters Scaled)
 KX1591
 KX1591                          SUPERSEDED SURVEY CONTROL
 KX1591
 KX1591  NGVD 29 (??/??/92)  301.308  (m)          988.54   (f) ADJ UNCH    2 0
 KX1591
 KX1591.Superseded values are not recommended for survey control.
 KX1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1591.See file dsdata.txt to determine how the superseded data were derived.
 KX1591
 KX1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE872963(NAD 83)
 KX1591_MARKER: DB = BENCH MARK DISK
 KX1591_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1591_SP_SET: PIER
 KX1591_STAMPING: J 202 1954
 KX1591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1591
 KX1591  HISTORY     - Date     Condition        Report By
 KX1591  HISTORY     - 1954     MONUMENTED       CGS
 KX1591  HISTORY     - 20051112 GOOD             GEOCAC
 KX1591
 KX1591                          STATION DESCRIPTION
 KX1591
 KX1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KX1591'1.2 MI S FROM GIBSONIA.
 KX1591'1.2 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KX1591'THE STATION AT GIBSONIA, AT THE PENNSYLVANIA TURNPIKE OVERPASS
 KX1591'OVER THE TRACKS, SET VERTICALLY IN THE WEST FACE OF THE NORTH
 KX1591'LEG OF THE FIRST PIER EAST OF THE TRACKS, 29 FEET EAST OF
 KX1591'EAST RAIL OF EAST TRACK AND ABOUT 3 FEET ABOVE GROUND.
 KX1591
 KX1591                          STATION RECOVERY (2005)
 KX1591
 KX1591'RECOVERY NOTE BY GEOCACHING 2005 (JTF)
 KX1591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0603 ***********************************************************************
 JW0603  DESIGNATION -  J 203
 JW0603  PID         -  JW0603
 JW0603  STATE/COUNTY-  PA/FAYETTE
 JW0603  USGS QUAD   -  MILL RUN (1980)
 JW0603
 JW0603                         *CURRENT SURVEY CONTROL
 JW0603  ___________________________________________________________________
 JW0603* NAD 83(1986)-  39 56 40.     (N)    079 27 03.     (W)     SCALED    
 JW0603* NAVD 88     -       467.670  (meters)    1534.35   (feet)  ADJUSTED  
 JW0603  ___________________________________________________________________
 JW0603  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JW0603  DYNAMIC HT  -         467.395 (meters)    1533.45  (feet)  COMP
 JW0603  MODELED GRAV-     980,023.6   (mgal)                       NAVD 88
 JW0603
 JW0603  VERT ORDER  -  SECOND    CLASS 0
 JW0603
 JW0603.The horizontal coordinates were scaled from a topographic map and have
 JW0603.an estimated accuracy of +/- 6 seconds.
 JW0603
 JW0603.The orthometric height was determined by differential leveling
 JW0603.and adjusted by the National Geodetic Survey in June 1991..
 JW0603
 JW0603.The geoid height was determined by GEOID03.
 JW0603
 JW0603.The dynamic height is computed by dividing the NAVD 88
 JW0603.geopotential number by the normal gravity value computed on the
 JW0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0603.degrees latitude (g = 980.6199 gals.).
 JW0603
 JW0603.The modeled gravity was interpolated from observed gravity values.
 JW0603
 JW0603;                    North         East    Units  Estimated Accuracy
 JW0603;SPC PA S     -    69,250.      454,650.      MT  (+/- 180 meters Scaled)
 JW0603
 JW0603                          SUPERSEDED SURVEY CONTROL
 JW0603
 JW0603  NGVD 29 (??/??/92)  467.824  (m)         1534.85   (f) ADJ UNCH    2 0
 JW0603
 JW0603.Superseded values are not recommended for survey control.
 JW0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0603.See file dsdata.txt to determine how the superseded data were derived.
 JW0603
 JW0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE323227(NAD 83)
 JW0603_MARKER: DB = BENCH MARK DISK
 JW0603_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0603_SP_SET: CULVERT
 JW0603_STAMPING: J 203 1954
 JW0603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0603
 JW0603  HISTORY     - Date     Condition        Report By
 JW0603  HISTORY     - 1954     MONUMENTED       CGS
 JW0603
 JW0603                          STATION DESCRIPTION
 JW0603
 JW0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JW0603'3.9 MI S FROM NORMALVILLE.
 JW0603'ABOUT 3.9 MILES SOUTH ALONG STATE HIGHWAY 381 FROM THE JUNCTION
 JW0603'OF STATE HIGHWAY 711 AT NORMALVILLE, ABOUT 0.35 MILE NORTH OF
 JW0603'THE TOP OF A GRADE AND CROSSROAD (ROAD WEST LEADING TO A BAPTIST
 JW0603'CHURCH AND CEMETERY), IN THE TOP OF THE NORTH END OF THE WEST
 JW0603'CONCRETE HEAD WALL OF A SKEW 4-FOOT PIPE CULVERT UNDER HIGHWAY,
 JW0603'16 FEET WEST OF CENTER LINE OF HIGHWAY AND ABOUT 1/2 FOOT ABOVE
 JW0603'LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1139 ***********************************************************************
 KX1139  DESIGNATION -  J 204
 KX1139  PID         -  KX1139
 KX1139  STATE/COUNTY-  PA/WESTMORELAND
 KX1139  USGS QUAD   -  SEVEN SPRINGS (1993)
 KX1139
 KX1139                         *CURRENT SURVEY CONTROL
 KX1139  ___________________________________________________________________
 KX1139* NAD 83(1986)-  40 04 59.     (N)    079 19 52.     (W)     SCALED    
 KX1139* NAVD 88     -       539.839  (meters)    1771.12   (feet)  ADJUSTED  
 KX1139  ___________________________________________________________________
 KX1139  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KX1139  DYNAMIC HT  -         539.530 (meters)    1770.11  (feet)  COMP
 KX1139  MODELED GRAV-     980,035.9   (mgal)                       NAVD 88
 KX1139
 KX1139  VERT ORDER  -  SECOND    CLASS 0
 KX1139
 KX1139.The horizontal coordinates were scaled from a topographic map and have
 KX1139.an estimated accuracy of +/- 6 seconds.
 KX1139
 KX1139.The orthometric height was determined by differential leveling
 KX1139.and adjusted by the National Geodetic Survey in June 1991..
 KX1139
 KX1139.The geoid height was determined by GEOID03.
 KX1139
 KX1139.The dynamic height is computed by dividing the NAVD 88
 KX1139.geopotential number by the normal gravity value computed on the
 KX1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1139.degrees latitude (g = 980.6199 gals.).
 KX1139
 KX1139.The modeled gravity was interpolated from observed gravity values.
 KX1139
 KX1139;                    North         East    Units  Estimated Accuracy
 KX1139;SPC PA S     -    84,450.      465,160.      MT  (+/- 180 meters Scaled)
 KX1139
 KX1139                          SUPERSEDED SURVEY CONTROL
 KX1139
 KX1139  NGVD 29 (??/??/92)  539.993  (m)         1771.63   (f) ADJ UNCH    2 0
 KX1139
 KX1139.Superseded values are not recommended for survey control.
 KX1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1139.See file dsdata.txt to determine how the superseded data were derived.
 KX1139
 KX1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE422383(NAD 83)
 KX1139_MARKER: DB = BENCH MARK DISK
 KX1139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1139_SP_SET: CULVERT
 KX1139_STAMPING: J 204 1954
 KX1139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1139
 KX1139  HISTORY     - Date     Condition        Report By
 KX1139  HISTORY     - 1954     MONUMENTED       CGS
 KX1139
 KX1139                          STATION DESCRIPTION
 KX1139
 KX1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KX1139'1.2 MI E FROM JONES MILLS.
 KX1139'1.2 MILES EAST ALONG STATE HIGHWAY 31 FROM THE JUNCTION OF STATE
 KX1139'HIGHWAY 711 AT JONES MILLS AT THE SUMMIT OF THE FIRST STEEP
 KX1139'GRADE EAST OF JONES MILLS AND AT THE JUNCTION OF A BLACK TOP ROAD
 KX1139'LEADING SOUTHWEST, IN THE TOP OF THE WEST END OF THE NORTH WALL
 KX1139'OF A DROP INLET CATCH BASIN FOR A CULVERT UNDER THE SIDE ROAD,
 KX1139'38 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 26 FEET
 KX1139'SOUTHEAST OF THE CENTER LINE OF THE SIDE ROAD AND ABOUT 1/2
 KX1139'FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1500 ***********************************************************************
 KX1500  DESIGNATION -  J 205
 KX1500  PID         -  KX1500
 KX1500  STATE/COUNTY-  PA/ALLEGHENY
 KX1500  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1500
 KX1500                         *CURRENT SURVEY CONTROL
 KX1500  ___________________________________________________________________
 KX1500* NAD 83(1986)-  40 29 55.     (N)    079 58 44.     (W)     SCALED    
 KX1500* NAVD 88     -       247.675  (meters)     812.58   (feet)  POSTED    
 KX1500  ___________________________________________________________________
 KX1500  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KX1500  DYNAMIC HT  -         247.540 (meters)     812.14  (feet)  COMP
 KX1500  MODELED GRAV-     980,092.6   (mgal)                       NAVD 88
 KX1500
 KX1500  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KX1500
 KX1500.The horizontal coordinates were scaled from a topographic map and have
 KX1500.an estimated accuracy of +/- 6 seconds.
 KX1500
 KX1500.The orthometric height was determined by differential leveling
 KX1500.and adjusted by the National Geodetic Survey in 1992..
 KX1500.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KX1500.rate of 0.0 thru 1.0 mm/km.
 KX1500
 KX1500.The geoid height was determined by GEOID03.
 KX1500
 KX1500.The dynamic height is computed by dividing the NAVD 88
 KX1500.geopotential number by the normal gravity value computed on the
 KX1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1500.degrees latitude (g = 980.6199 gals.).
 KX1500
 KX1500.The modeled gravity was interpolated from observed gravity values.
 KX1500
 KX1500;                    North         East    Units  Estimated Accuracy
 KX1500;SPC PA S     -   131,770.      411,090.      MT  (+/- 180 meters Scaled)
 KX1500
 KX1500                          SUPERSEDED SURVEY CONTROL
 KX1500
 KX1500  NGVD 29 (??/??/92)  247.839  (m)          813.12   (f) ADJ UNCH    2 0
 KX1500
 KX1500.Superseded values are not recommended for survey control.
 KX1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1500.See file dsdata.txt to determine how the superseded data were derived.
 KX1500
 KX1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE865836(NAD 83)
 KX1500_MARKER: DB = BENCH MARK DISK
 KX1500_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1500_SP_SET: BUILDING
 KX1500_STAMPING: J 205 1954
 KX1500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1500
 KX1500  HISTORY     - Date     Condition        Report By
 KX1500  HISTORY     - 1954     MONUMENTED       CGS
 KX1500
 KX1500                          STATION DESCRIPTION
 KX1500
 KX1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KX1500'0.2 MI NW FROM BYERSTOWN.
 KX1500'ABOUT 0.15 MILE NORTHWEST ALONG BABCOCK BOULEVARD FROM SCHOOL AT
 KX1500'BYERSTOWN, ABOUT 1.45 MILES WEST OF THE FIRE STATION AT CHERRY
 KX1500'CITY, SET VERTICALLY IN THE SOUTHWEST FACE OF WEST PENN FORWARDING
 KX1500'COMPANY BUILDING AT 1610 BABCOCK BOULEVARD, 2 FEET NORTHWEST OF
 KX1500'SOUTH CORNER OF BUILDING AND 2 3/4 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0521 ***********************************************************************
 KY0521  DESIGNATION -  J 206
 KY0521  PID         -  KY0521
 KY0521  STATE/COUNTY-  PA/WASHINGTON
 KY0521  USGS QUAD   -  PROSPERITY (1977)
 KY0521
 KY0521                         *CURRENT SURVEY CONTROL
 KY0521  ___________________________________________________________________
 KY0521* NAD 83(1986)-  40 04 31.     (N)    080 15 17.     (W)     SCALED    
 KY0521* NAVD 88     -       320.866  (meters)    1052.71   (feet)  ADJUSTED  
 KY0521  ___________________________________________________________________
 KY0521  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 KY0521  DYNAMIC HT  -         320.685 (meters)    1052.11  (feet)  COMP
 KY0521  MODELED GRAV-     980,054.2   (mgal)                       NAVD 88
 KY0521
 KY0521  VERT ORDER  -  SECOND    CLASS 0
 KY0521
 KY0521.The horizontal coordinates were scaled from a topographic map and have
 KY0521.an estimated accuracy of +/- 6 seconds.
 KY0521
 KY0521.The orthometric height was determined by differential leveling
 KY0521.and adjusted by the National Geodetic Survey in June 1991..
 KY0521
 KY0521.The geoid height was determined by GEOID03.
 KY0521
 KY0521.The dynamic height is computed by dividing the NAVD 88
 KY0521.geopotential number by the normal gravity value computed on the
 KY0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0521.degrees latitude (g = 980.6199 gals.).
 KY0521
 KY0521.The modeled gravity was interpolated from observed gravity values.
 KY0521
 KY0521;                    North         East    Units  Estimated Accuracy
 KY0521;SPC PA S     -    85,410.      386,380.      MT  (+/- 180 meters Scaled)
 KY0521
 KY0521                          SUPERSEDED SURVEY CONTROL
 KY0521
 KY0521  NGVD 29 (??/??/92)  321.003  (m)         1053.16   (f) ADJ UNCH    2 0
 KY0521
 KY0521.Superseded values are not recommended for survey control.
 KY0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0521.See file dsdata.txt to determine how the superseded data were derived.
 KY0521
 KY0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE635363(NAD 83)
 KY0521_MARKER: DB = BENCH MARK DISK
 KY0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0521_STAMPING: J 206 1957
 KY0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0521+STABILITY: SURFACE MOTION
 KY0521
 KY0521  HISTORY     - Date     Condition        Report By
 KY0521  HISTORY     - 1957     MONUMENTED       CGS
 KY0521
 KY0521                          STATION DESCRIPTION
 KY0521
 KY0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0521'2 MI W FROM BANETOWN.
 KY0521'ABOUT 0.2 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM UNION
 KY0521'SUNDAY SCHOOL AT BANETOWN, THENCE 1.0 MILE NORTHWEST ALONG A
 KY0521'GRAVEL ROAD, THENCE 0.85 MILE SOUTHWEST ALONG A GRAVEL ROAD,
 KY0521'AT A CROSSROAD, 35 FEET SOUTHEAST OF CENTER LINE OF GRAVEL ROAD
 KY0521'SOUTHWEST, 39 FEET SOUTHWEST OF CENTER LINE OF ROAD SOUTHEAST,
 KY0521'24 1/2 FEET WEST OF A FENCE CORNER, 2 FEET WEST-SOUTHWEST OF A
 KY0521'10-INCH LOCUST TREE, 2 FEET EAST OF A CONCRETE WITNESS POST,
 KY0521'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0595 ***********************************************************************
 KY0595  DESIGNATION -  J 207
 KY0595  PID         -  KY0595
 KY0595  STATE/COUNTY-  PA/WASHINGTON
 KY0595  USGS QUAD   -  PROSPERITY (1977)
 KY0595
 KY0595                         *CURRENT SURVEY CONTROL
 KY0595  ___________________________________________________________________
 KY0595* NAD 83(1986)-  40 02 15.     (N)    080 21 01.     (W)     SCALED    
 KY0595* NAVD 88     -       373.653  (meters)    1225.89   (feet)  ADJUSTED  
 KY0595  ___________________________________________________________________
 KY0595  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 KY0595  DYNAMIC HT  -         373.439 (meters)    1225.19  (feet)  COMP
 KY0595  MODELED GRAV-     980,044.7   (mgal)                       NAVD 88
 KY0595
 KY0595  VERT ORDER  -  SECOND    CLASS 0
 KY0595
 KY0595.The horizontal coordinates were scaled from a topographic map and have
 KY0595.an estimated accuracy of +/- 6 seconds.
 KY0595
 KY0595.The orthometric height was determined by differential leveling
 KY0595.and adjusted by the National Geodetic Survey in June 1991..
 KY0595
 KY0595.The geoid height was determined by GEOID03.
 KY0595
 KY0595.The dynamic height is computed by dividing the NAVD 88
 KY0595.geopotential number by the normal gravity value computed on the
 KY0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0595.degrees latitude (g = 980.6199 gals.).
 KY0595
 KY0595.The modeled gravity was interpolated from observed gravity values.
 KY0595
 KY0595;                    North         East    Units  Estimated Accuracy
 KY0595;SPC PA S     -    81,450.      378,110.      MT  (+/- 180 meters Scaled)
 KY0595
 KY0595                          SUPERSEDED SURVEY CONTROL
 KY0595
 KY0595  NGVD 29 (??/??/92)  373.792  (m)         1226.35   (f) ADJ UNCH    2 0
 KY0595
 KY0595.Superseded values are not recommended for survey control.
 KY0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0595.See file dsdata.txt to determine how the superseded data were derived.
 KY0595
 KY0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE554321(NAD 83)
 KY0595_MARKER: DB = BENCH MARK DISK
 KY0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0595_STAMPING: J 207 1957
 KY0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0595+STABILITY: SURFACE MOTION
 KY0595
 KY0595  HISTORY     - Date     Condition        Report By
 KY0595  HISTORY     - 1957     MONUMENTED       CGS
 KY0595
 KY0595                          STATION DESCRIPTION
 KY0595
 KY0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0595'3.2 MI N FROM OLD CONCORD.
 KY0595'ABOUT 0.15 MILE NORTHEAST ALONG STATE HIGHWAY 18 FROM THE CONCORD
 KY0595'PRESBYTERIAN CHURCH AT OLD CONCORD, THENCE ABOUT 2.35 MILES NORTH
 KY0595'ALONG A GRAVEL ROAD, THENCE 0.65 MILE WEST AND SOUTHWEST ALONG
 KY0595'A BLACK TOP ROAD, ABOUT 0.55 MILE NORTHEAST OF JUNCTION OF A BLACK
 KY0595'TOP ROAD NORTH, 115 YARDS SOUTHWEST OF A DOUBLE 30-INCH CORRUGATED
 KY0595'PIPE CULVERT WITH STONE HEAD WALLS UNDER ROAD, 115 YARDS SOUTHWEST
 KY0595'OF A GATE WITH STONE POSTS FOR A DRIVE NORTH TO A FARM HOUSE,
 KY0595'13 1/2 FEET NORTHWEST OF CENTER LINE OF ROAD, 32 FEET NORTHEAST
 KY0595'OF A FENCE CORNER, 37 FEET NORTHEAST OF NORTHEAST END OF STONE
 KY0595'HEAD WALL OF A 15-INCH CORRUGATED PIPE CULVERT UNDER ROAD,
 KY0595'1 FOOT SOUTHEAST OF A FENCE LINE, 2 FEET SOUTHWEST OF A CONCRETE
 KY0595'WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A
 KY0595'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0387 ***********************************************************************
 KY0387  DESIGNATION -  J 208
 KY0387  PID         -  KY0387
 KY0387  STATE/COUNTY-  PA/ALLEGHENY
 KY0387  USGS QUAD   -  OAKDALE (1993)
 KY0387
 KY0387                         *CURRENT SURVEY CONTROL
 KY0387  ___________________________________________________________________
 KY0387* NAD 83(1986)-  40 23 42.     (N)    080 08 00.     (W)     SCALED    
 KY0387* NAVD 88     -       255.544  (meters)     838.40   (feet)  ADJUSTED  
 KY0387  ___________________________________________________________________
 KY0387  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KY0387  DYNAMIC HT  -         255.411 (meters)     837.96  (feet)  COMP
 KY0387  MODELED GRAV-     980,098.2   (mgal)                       NAVD 88
 KY0387
 KY0387  VERT ORDER  -  SECOND    CLASS 0
 KY0387
 KY0387.The horizontal coordinates were scaled from a topographic map and have
 KY0387.an estimated accuracy of +/- 6 seconds.
 KY0387
 KY0387.The orthometric height was determined by differential leveling
 KY0387.and adjusted by the National Geodetic Survey in June 1991..
 KY0387
 KY0387.The geoid height was determined by GEOID03.
 KY0387
 KY0387.The dynamic height is computed by dividing the NAVD 88
 KY0387.geopotential number by the normal gravity value computed on the
 KY0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0387.degrees latitude (g = 980.6199 gals.).
 KY0387
 KY0387.The modeled gravity was interpolated from observed gravity values.
 KY0387
 KY0387;                    North         East    Units  Estimated Accuracy
 KY0387;SPC PA S     -   120,610.      397,690.      MT  (+/- 180 meters Scaled)
 KY0387
 KY0387                          SUPERSEDED SURVEY CONTROL
 KY0387
 KY0387  NGVD 29 (??/??/92)  255.693  (m)          838.89   (f) ADJ UNCH    2 0
 KY0387
 KY0387.Superseded values are not recommended for survey control.
 KY0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0387.See file dsdata.txt to determine how the superseded data were derived.
 KY0387
 KY0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE735719(NAD 83)
 KY0387_MARKER: DB = BENCH MARK DISK
 KY0387_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0387_SP_SET: ABUTMENT
 KY0387_STAMPING: J 208 1960
 KY0387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0387
 KY0387  HISTORY     - Date     Condition        Report By
 KY0387  HISTORY     - 1960     MONUMENTED       CGS
 KY0387
 KY0387                          STATION DESCRIPTION
 KY0387
 KY0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0387'2.9 MI SW FROM CARNEGIE.
 KY0387'ABOUT 2.9 MILES SOUTHWEST AND WEST ALONG THE PENNSYLVANIA RAILROAD
 KY0387'FROM THE STATION AT CARNEGIE, 0.15 MILE WEST OF THE CROSSING
 KY0387'OF WALKERS MILL ROAD (BLACK TOP), 13 FEET NORTH OF THE NORTH
 KY0387'RAIL OF THE NORTH TRACK, IN TOP OF THE NORTH END OF THE EAST
 KY0387'ABUTMENT OF CONCRETE RAILROAD BRIDGE 11-26 ACROSS A CREEK,
 KY0387'AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1817 ***********************************************************************
 KV1817  DESIGNATION -  J 209
 KV1817  PID         -  KV1817
 KV1817  STATE/COUNTY-  PA/PHILADELPHIA
 KV1817  USGS QUAD   -  FRANKFORD (1997)
 KV1817
 KV1817                         *CURRENT SURVEY CONTROL
 KV1817  ___________________________________________________________________
 KV1817* NAD 83(1986)-  40 00 06.     (N)    075 06 00.     (W)     SCALED    
 KV1817* NAVD 88     -        11.869  (meters)      38.94   (feet)  ADJUSTED  
 KV1817  ___________________________________________________________________
 KV1817  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KV1817  DYNAMIC HT  -          11.864 (meters)      38.92  (feet)  COMP
 KV1817  MODELED GRAV-     980,180.8   (mgal)                       NAVD 88
 KV1817
 KV1817  VERT ORDER  -  FIRST     CLASS I
 KV1817
 KV1817.The horizontal coordinates were scaled from a topographic map and have
 KV1817.an estimated accuracy of +/- 6 seconds.
 KV1817
 KV1817.The orthometric height was determined by differential leveling
 KV1817.and adjusted by the National Geodetic Survey in June 1991..
 KV1817.WARNING-Repeat measurements at this control monument indicate possible
 KV1817.vertical movement.
 KV1817
 KV1817.The geoid height was determined by GEOID03.
 KV1817
 KV1817.The dynamic height is computed by dividing the NAVD 88
 KV1817.geopotential number by the normal gravity value computed on the
 KV1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1817.degrees latitude (g = 980.6199 gals.).
 KV1817
 KV1817.The modeled gravity was interpolated from observed gravity values.
 KV1817
 KV1817;                    North         East    Units  Estimated Accuracy
 KV1817;SPC PA S     -    77,600.      826,250.      MT  (+/- 180 meters Scaled)
 KV1817
 KV1817                          SUPERSEDED SURVEY CONTROL
 KV1817
 KV1817  NGVD 29 (01/10/92)   12.191  (m)           40.00   (f) ADJUSTED    1 1
 KV1817
 KV1817.Superseded values are not recommended for survey control.
 KV1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1817.See file dsdata.txt to determine how the superseded data were derived.
 KV1817
 KV1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK914279(NAD 83)
 KV1817_MARKER: DB = BENCH MARK DISK
 KV1817_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1817_SP_SET: ABUTMENT
 KV1817_STAMPING: J 209 1964
 KV1817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1817
 KV1817  HISTORY     - Date     Condition        Report By
 KV1817  HISTORY     - 1964     MONUMENTED       CGS
 KV1817  HISTORY     - 1974     GOOD             NGS
 KV1817
 KV1817                          STATION DESCRIPTION
 KV1817
 KV1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KV1817'AT PHILADELPHIA.
 KV1817'AT PHILADELPHIA, ALONG THE PENNSYLVANIA RAILROAD, ABOUT 3.2
 KV1817'MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD (CONNECTING
 KV1817'TRACK) FROM THE NORTH STATION, ABOUT 155 YARDS WEST OF THE
 KV1817'WEST END OF THE PASSENGER WAITING STATION AT FRANKFORD
 KV1817'JUNCTION, SET ON THE TOP OF THE NORTH END OF THE EAST CONCRETE
 KV1817'ABUTMENT OF THE CASTOR STREET UNDERPASS, 30 FEET NORTH OF THE
 KV1817'NORTH RAIL OF THE NORTH TRACK, 3.9 FEET SOUTH OF THE NORTH END
 KV1817'OF THE ABUTMENT AND ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK.
 KV1817
 KV1817                          STATION RECOVERY (1974)
 KV1817
 KV1817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV1817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0137 ***********************************************************************
 KX0137  DESIGNATION -  J 21
 KX0137  PID         -  KX0137
 KX0137  STATE/COUNTY-  PA/CLEARFIELD
 KX0137  USGS QUAD   -  PHILIPSBURG (1994)
 KX0137
 KX0137                         *CURRENT SURVEY CONTROL
 KX0137  ___________________________________________________________________
 KX0137* NAD 83(1986)-  40 54 35.     (N)    078 14 22.     (W)     SCALED    
 KX0137* NAVD 88     -       434.181  (meters)    1424.48   (feet)  ADJUSTED  
 KX0137  ___________________________________________________________________
 KX0137  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 KX0137  DYNAMIC HT  -         433.963 (meters)    1423.76  (feet)  COMP
 KX0137  MODELED GRAV-     980,110.2   (mgal)                       NAVD 88
 KX0137
 KX0137  VERT ORDER  -  FIRST     CLASS I
 KX0137
 KX0137.The horizontal coordinates were scaled from a topographic map and have
 KX0137.an estimated accuracy of +/- 6 seconds.
 KX0137
 KX0137.The orthometric height was determined by differential leveling
 KX0137.and adjusted by the National Geodetic Survey in June 1991..
 KX0137
 KX0137.The geoid height was determined by GEOID03.
 KX0137
 KX0137.The dynamic height is computed by dividing the NAVD 88
 KX0137.geopotential number by the normal gravity value computed on the
 KX0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0137.degrees latitude (g = 980.6199 gals.).
 KX0137
 KX0137.The modeled gravity was interpolated from observed gravity values.
 KX0137
 KX0137;                    North         East    Units  Estimated Accuracy
 KX0137;SPC PA N     -    82,640.      558,770.      MT  (+/- 180 meters Scaled)
 KX0137
 KX0137                          SUPERSEDED SURVEY CONTROL
 KX0137
 KX0137  NGVD 29 (??/??/92)  434.340  (m)         1425.00   (f) ADJ UNCH    1 1
 KX0137
 KX0137.Superseded values are not recommended for survey control.
 KX0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0137.See file dsdata.txt to determine how the superseded data were derived.
 KX0137
 KX0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF324324(NAD 83)
 KX0137_MARKER: DB = BENCH MARK DISK
 KX0137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0137_SP_SET: ABUTMENT
 KX0137_STAMPING: J 21 1934
 KX0137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0137
 KX0137  HISTORY     - Date     Condition        Report By
 KX0137  HISTORY     - 1934     MONUMENTED       CGS
 KX0137  HISTORY     - 1966     GOOD             NGS
 KX0137  HISTORY     - 19991201 GOOD             PADT
 KX0137
 KX0137                          STATION DESCRIPTION
 KX0137
 KX0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0137'1.1 MI NW FROM PHILIPSBURG.
 KX0137'ABOUT 1.1 MILES NORTHWEST ALONG THE CLEARFIELD BRANCH OF THE
 KX0137'PENNSYLVANIA RAILROAD FROM THE FREIGHT STATION AT PHILIPSBURG,
 KX0137'0.55 MILE SOUTHEAST OF THE CROSSING OF THE RAILROAD AND A ROAD,
 KX0137'0.4 MILE SOUTHEAST OF MILEPOST NUMBER 25, 3 FEET SOUTHWEST OF THE
 KX0137'SOUTHWEST RAIL OF THE SOUTHWEST SET OF TRACKS, SET IN THE TOP OF
 KX0137'THE WEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF RAILROAD
 KX0137'BRIDGE NUMBER 24/62, AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 KX0137'TRACKS.
 KX0137
 KX0137                          STATION RECOVERY (1999)
 KX0137
 KX0137'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (MBJ)
 KX0137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0700 ***********************************************************************
 KX0700  DESIGNATION -  J 22
 KX0700  PID         -  KX0700
 KX0700  STATE/COUNTY-  PA/CLEARFIELD
 KX0700  USGS QUAD   -  MC GEES MILLS (1994)
 KX0700
 KX0700                         *CURRENT SURVEY CONTROL
 KX0700  ___________________________________________________________________
 KX0700* NAD 83(1986)-  40 52 55.     (N)    078 45 42.     (W)     SCALED    
 KX0700* NAVD 88     -       398.806  (meters)    1308.42   (feet)  ADJUSTED  
 KX0700  ___________________________________________________________________
 KX0700  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 KX0700  DYNAMIC HT  -         398.606 (meters)    1307.76  (feet)  COMP
 KX0700  MODELED GRAV-     980,112.5   (mgal)                       NAVD 88
 KX0700
 KX0700  VERT ORDER  -  SECOND    CLASS 0
 KX0700
 KX0700.The horizontal coordinates were scaled from a topographic map and have
 KX0700.an estimated accuracy of +/- 6 seconds.
 KX0700
 KX0700.The orthometric height was determined by differential leveling
 KX0700.and adjusted by the National Geodetic Survey in June 1991..
 KX0700
 KX0700.The geoid height was determined by GEOID03.
 KX0700
 KX0700.The dynamic height is computed by dividing the NAVD 88
 KX0700.geopotential number by the normal gravity value computed on the
 KX0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0700.degrees latitude (g = 980.6199 gals.).
 KX0700
 KX0700.The modeled gravity was interpolated from observed gravity values.
 KX0700
 KX0700;                    North         East    Units  Estimated Accuracy
 KX0700;SPC PA N     -    79,930.      514,730.      MT  (+/- 180 meters Scaled)
 KX0700
 KX0700                          SUPERSEDED SURVEY CONTROL
 KX0700
 KX0700  NGVD 29 (??/??/92)  398.97   (m)         1309.0    (f) COMPUTED    2 0
 KX0700
 KX0700.Superseded values are not recommended for survey control.
 KX0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0700.See file dsdata.txt to determine how the superseded data were derived.
 KX0700
 KX0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF885280(NAD 83)
 KX0700_MARKER: DB = BENCH MARK DISK
 KX0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0700_STAMPING: J 22 1934
 KX0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0700+STABILITY: SURFACE MOTION
 KX0700
 KX0700  HISTORY     - Date     Condition        Report By
 KX0700  HISTORY     - 1934     MONUMENTED       CGS
 KX0700  HISTORY     - 1967     MARK NOT FOUND   NGS
 KX0700
 KX0700                          STATION DESCRIPTION
 KX0700
 KX0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KX0700'AT MC GEES MILLS.
 KX0700'AT MC GEES MILLS, CLEARFIELD COUNTY, ON THE PENNSYLVANIA RAILROAD,
 KX0700'60 FEET NORTH OF THE STATION, ABOUT 120 FEET SOUTHEAST OF THE
 KX0700'SOUTHEAST CORNER OF THE SNYDER HOTEL, 30 FEET WEST OF THE
 KX0700'CENTERLINE OF THE TRACK, AND LEVEL WITH THE TOP OF THE RAIL.
 KX0700'A STANDARD DISK, STAMPED J 22 1934 AND SET IN THE TOP OF A
 KX0700'CONCRETE POST.  NOTE-- THE RAILROAD STATION HAS BEEN TORN DOWN
 KX0700'AND THE MARK PROBABLY DESTROYED.
 KX0700
 KX0700                          STATION RECOVERY (1967)
 KX0700
 KX0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KX0700'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1090 ***********************************************************************
 MA1090  DESIGNATION -  J 221
 MA1090  PID         -  MA1090
 MA1090  STATE/COUNTY-  PA/CLARION
 MA1090  USGS QUAD   -  CLARION (1981)
 MA1090
 MA1090                         *CURRENT SURVEY CONTROL
 MA1090  ___________________________________________________________________
 MA1090* NAD 83(1986)-  41 12 15.     (N)    079 27 43.     (W)     SCALED    
 MA1090* NAVD 88     -       395.301  (meters)    1296.92   (feet)  ADJUSTED  
 MA1090  ___________________________________________________________________
 MA1090  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 MA1090  DYNAMIC HT  -         395.114 (meters)    1296.30  (feet)  COMP
 MA1090  MODELED GRAV-     980,139.7   (mgal)                       NAVD 88
 MA1090
 MA1090  VERT ORDER  -  SECOND    CLASS 0
 MA1090
 MA1090.The horizontal coordinates were scaled from a topographic map and have
 MA1090.an estimated accuracy of +/- 6 seconds.
 MA1090
 MA1090.The orthometric height was determined by differential leveling
 MA1090.and adjusted by the National Geodetic Survey in June 1991..
 MA1090
 MA1090.The geoid height was determined by GEOID03.
 MA1090
 MA1090.The dynamic height is computed by dividing the NAVD 88
 MA1090.geopotential number by the normal gravity value computed on the
 MA1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1090.degrees latitude (g = 980.6199 gals.).
 MA1090
 MA1090.The modeled gravity was interpolated from observed gravity values.
 MA1090
 MA1090;                    North         East    Units  Estimated Accuracy
 MA1090;SPC PA N     -   116,640.      456,430.      MT  (+/- 180 meters Scaled)
 MA1090
 MA1090                          SUPERSEDED SURVEY CONTROL
 MA1090
 MA1090  NGVD 29 (??/??/92)  395.457  (m)         1297.43   (f) ADJ UNCH    2 0
 MA1090
 MA1090.Superseded values are not recommended for survey control.
 MA1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1090.See file dsdata.txt to determine how the superseded data were derived.
 MA1090
 MA1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF289625(NAD 83)
 MA1090_MARKER: DB = BENCH MARK DISK
 MA1090_SETTING: 66 = SET IN ROCK OUTCROP
 MA1090_SP_SET: ROCK OUTCROP
 MA1090_STAMPING: J 221 1958
 MA1090_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA1090+STABILITY: POSITION/ELEVATION WELL
 MA1090
 MA1090  HISTORY     - Date     Condition        Report By
 MA1090  HISTORY     - 1958     MONUMENTED       CGS
 MA1090
 MA1090                          STATION DESCRIPTION
 MA1090
 MA1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA1090'6.7 MI S FROM SHIPPENVILLE.
 MA1090'ABOUT 2.0 MILES EAST ALONG U.S. HIGHWAY 322 FROM SHIPPENVILLE,
 MA1090'THENCE SOUTH ON A PAVED ROAD 3.55 MILES, THENCE WEST ON TRACK
 MA1090'ROAD 0.45 MILE, THENCE NORTHWEST ON ROAD 0.7 MILE.  IN A LARGE
 MA1090'OUTCROP OF ROCK ABOUT FLUSH WITH THE GROUND, 28.0 FEET WEST OF
 MA1090'CENTER OF ROAD TO A HOUSE, 96.0 FEET NORTH-NORTHWEST OF CENTER
 MA1090'OF ROAD AT A BOARD GATE AND 148.0 FEET WEST-SOUTHWEST OF
 MA1090'SOUTHWEST CORNER OF A BARN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1351 ***********************************************************************
 MA1351  DESIGNATION -  J 222
 MA1351  PID         -  MA1351
 MA1351  STATE/COUNTY-  PA/VENANGO
 MA1351  USGS QUAD   -  BARKEYVILLE (1980)
 MA1351
 MA1351                         *CURRENT SURVEY CONTROL
 MA1351  ___________________________________________________________________
 MA1351* NAD 83(1986)-  41 11 54.     (N)    079 54 08.     (W)     SCALED    
 MA1351* NAVD 88     -       440.947  (meters)    1446.67   (feet)  ADJUSTED  
 MA1351  ___________________________________________________________________
 MA1351  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 MA1351  DYNAMIC HT  -         440.741 (meters)    1446.00  (feet)  COMP
 MA1351  MODELED GRAV-     980,141.5   (mgal)                       NAVD 88
 MA1351
 MA1351  VERT ORDER  -  SECOND    CLASS 0
 MA1351
 MA1351.The horizontal coordinates were scaled from a topographic map and have
 MA1351.an estimated accuracy of +/- 6 seconds.
 MA1351
 MA1351.The orthometric height was determined by differential leveling
 MA1351.and adjusted by the National Geodetic Survey in June 1991..
 MA1351
 MA1351.The geoid height was determined by GEOID03.
 MA1351
 MA1351.The dynamic height is computed by dividing the NAVD 88
 MA1351.geopotential number by the normal gravity value computed on the
 MA1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1351.degrees latitude (g = 980.6199 gals.).
 MA1351
 MA1351.The modeled gravity was interpolated from observed gravity values.
 MA1351
 MA1351;                    North         East    Units  Estimated Accuracy
 MA1351;SPC PA N     -   116,810.      419,490.      MT  (+/- 180 meters Scaled)
 MA1351
 MA1351                          SUPERSEDED SURVEY CONTROL
 MA1351
 MA1351  NGVD 29 (??/??/92)  441.097  (m)         1447.17   (f) ADJ UNCH    2 0
 MA1351
 MA1351.Superseded values are not recommended for survey control.
 MA1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1351.See file dsdata.txt to determine how the superseded data were derived.
 MA1351
 MA1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF920613(NAD 83)
 MA1351_MARKER: DB = BENCH MARK DISK
 MA1351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1351_SP_SET: CATCH BASIN
 MA1351_STAMPING: J 222 1958
 MA1351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1351
 MA1351  HISTORY     - Date     Condition        Report By
 MA1351  HISTORY     - 1958     MONUMENTED       CGS
 MA1351
 MA1351                          STATION DESCRIPTION
 MA1351
 MA1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA1351'1.6 MI W FROM CLINTONVILLE.
 MA1351'ABOUT 1.6 MILES WEST ALONG STATE HIGHWAY 208 FROM THE CROSSROAD
 MA1351'IN CLINTONVILLE.  IN THE SOUTH WALL OF A CONCRETE CATCH BASIN FOR
 MA1351'DRAINAGE ACROSS THE ROAD, 5-INCHES EAST OF THE WEST END, 21.0
 MA1351'FEET SOUTH OF CENTER LINE OF THE HIGHWAY, 71.0 FEET NORTHEAST OF
 MA1351'NORTHEAST CORNER OF A 2-STORIED HOUSE AND ABOUT LEVEL WITH THE
 MA1351'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0386 ***********************************************************************
 MB0386  DESIGNATION -  J 223
 MB0386  PID         -  MB0386
 MB0386  STATE/COUNTY-  PA/MERCER
 MB0386  USGS QUAD   -  GREENFIELD (1970)
 MB0386
 MB0386                         *CURRENT SURVEY CONTROL
 MB0386  ___________________________________________________________________
 MB0386* NAD 83(1986)-  41 11 27.     (N)    080 18 09.     (W)     SCALED    
 MB0386* NAVD 88     -       373.861  (meters)    1226.58   (feet)  ADJUSTED  
 MB0386  ___________________________________________________________________
 MB0386  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 MB0386  DYNAMIC HT  -         373.693 (meters)    1226.02  (feet)  COMP
 MB0386  MODELED GRAV-     980,163.3   (mgal)                       NAVD 88
 MB0386
 MB0386  VERT ORDER  -  SECOND    CLASS 0
 MB0386
 MB0386.The horizontal coordinates were scaled from a topographic map and have
 MB0386.an estimated accuracy of +/- 6 seconds.
 MB0386
 MB0386.The orthometric height was determined by differential leveling
 MB0386.and adjusted by the National Geodetic Survey in June 1991..
 MB0386
 MB0386.The geoid height was determined by GEOID03.
 MB0386
 MB0386.The dynamic height is computed by dividing the NAVD 88
 MB0386.geopotential number by the normal gravity value computed on the
 MB0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0386.degrees latitude (g = 980.6199 gals.).
 MB0386
 MB0386.The modeled gravity was interpolated from observed gravity values.
 MB0386
 MB0386;                    North         East    Units  Estimated Accuracy
 MB0386;SPC PA N     -   116,890.      385,900.      MT  (+/- 180 meters Scaled)
 MB0386
 MB0386                          SUPERSEDED SURVEY CONTROL
 MB0386
 MB0386  NGVD 29 (??/??/92)  374.017  (m)         1227.09   (f) ADJ UNCH    2 0
 MB0386
 MB0386.Superseded values are not recommended for survey control.
 MB0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0386.See file dsdata.txt to determine how the superseded data were derived.
 MB0386
 MB0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF584601(NAD 83)
 MB0386_MARKER: DB = BENCH MARK DISK
 MB0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0386_STAMPING: J 223 1958
 MB0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0386+STABILITY: SURFACE MOTION
 MB0386
 MB0386  HISTORY     - Date     Condition        Report By
 MB0386  HISTORY     - 1958     MONUMENTED       CGS
 MB0386  HISTORY     - 19991101 GOOD             PADT
 MB0386
 MB0386                          STATION DESCRIPTION
 MB0386
 MB0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MB0386'5 MI E FROM GREENFIELD.
 MB0386'ABOUT 0.55 MILE SOUTH FROM THE CROSSROAD IN GREENFIELD, THENCE
 MB0386'EAST ON A GRAVELED ROAD 1.2 MILES THENCE SOUTHEAST ON A GRAVELED
 MB0386'ROAD 2.0 MILES, THENCE NORTHEAST ON STATE HIGHWAY 468 FOR 1.3
 MB0386'MILES.  ABOUT 3.0 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD
 MB0386'FROM THE STATION AT MERCER, THENCE SOUTHERLY ON PAVED ROAD 0.1
 MB0386'MILE, THENCE WEST ON GRAVELED ROAD 0.7 MILE, THENCE NORTH ON
 MB0386'U.S. HIGHWAY 19 FOR 0.3 MILE, THENCE WEST ON A GRAVELED ROAD
 MB0386'1.1 MILES TO STATE HIGHWAY 158, THENCE WEST ON A GRAVELED ROAD
 MB0386'1.15 MILES, THENCE WEST ON LITTLE USED ROAD 0.65 MILE, THENCE
 MB0386'SOUTHWEST ON STATE HIGHWAY 468 FOR 0.85 MILE.  IN A FARM YARD,
 MB0386'23.0 FEET NORTH OF CENTER LINE OF THE HIGHWAY, 38.0 FEET OF A
 MB0386'T-ROAD NORTH AND 66.0 FEET SOUTHEAST OF SOUTHEAST CORNER OF A
 MB0386'2-STORIED HOUSE.  A DISK IN THE TOP OF A 12-INCH CONCRETE POST
 MB0386'FLUSH WITH THE GROUND.
 MB0386
 MB0386                          STATION RECOVERY (1999)
 MB0386
 MB0386'RECOVERY NOTE BY PA DEPT OF TRANSP 1999
 MB0386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1286 ***********************************************************************
 LY1286  DESIGNATION -  J 224
 LY1286  PID         -  LY1286
 LY1286  STATE/COUNTY-  PA/MONROE
 LY1286  USGS QUAD   -  MOUNT POCONO (1992)
 LY1286
 LY1286                         *CURRENT SURVEY CONTROL
 LY1286  ___________________________________________________________________
 LY1286* NAD 83(1986)-  41 02 40.     (N)    075 18 38.     (W)     SCALED    
 LY1286* NAVD 88     -       282.045  (meters)     925.34   (feet)  ADJUSTED  
 LY1286  ___________________________________________________________________
 LY1286  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 LY1286  DYNAMIC HT  -         281.911 (meters)     924.90  (feet)  COMP
 LY1286  MODELED GRAV-     980,141.4   (mgal)                       NAVD 88
 LY1286
 LY1286  VERT ORDER  -  SECOND    CLASS 0
 LY1286
 LY1286.The horizontal coordinates were scaled from a topographic map and have
 LY1286.an estimated accuracy of +/- 6 seconds.
 LY1286
 LY1286.The orthometric height was determined by differential leveling
 LY1286.and adjusted by the National Geodetic Survey in June 1991..
 LY1286
 LY1286.The geoid height was determined by GEOID03.
 LY1286
 LY1286.The dynamic height is computed by dividing the NAVD 88
 LY1286.geopotential number by the normal gravity value computed on the
 LY1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1286.degrees latitude (g = 980.6199 gals.).
 LY1286
 LY1286.The modeled gravity was interpolated from observed gravity values.
 LY1286
 LY1286;                    North         East    Units  Estimated Accuracy
 LY1286;SPC PA N     -   100,370.      805,070.      MT  (+/- 180 meters Scaled)
 LY1286
 LY1286                          SUPERSEDED SURVEY CONTROL
 LY1286
 LY1286  NGVD 29 (??/??/92)  282.224  (m)          925.93   (f) ADJ UNCH    2 0
 LY1286
 LY1286.Superseded values are not recommended for survey control.
 LY1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1286.See file dsdata.txt to determine how the superseded data were derived.
 LY1286
 LY1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL738437(NAD 83)
 LY1286_MARKER: DB = BENCH MARK DISK
 LY1286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1286_SP_SET: BRIDGE CURB
 LY1286_STAMPING: J 224 1958
 LY1286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY1286+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2006
 LY1286
 LY1286  HISTORY     - Date     Condition        Report By
 LY1286  HISTORY     - 1958     MONUMENTED       CGS
 LY1286  HISTORY     - 20030507 GOOD             PADT
 LY1286  HISTORY     - 20041122 GOOD             USGS
 LY1286  HISTORY     - 20060130 GOOD             AASCO
 LY1286
 LY1286                          STATION DESCRIPTION
 LY1286
 LY1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LY1286'AT TANNERSVILLE.
 LY1286'0.05 MILE WEST ALONG COUNTY ROAD 45024 FROM THE JUNCTION OF
 LY1286'COUNTY 45024 AND U.S. HY 611, AND 0.05 MILE NORTH OF THE SCHOOL
 LY1286'HOUSE AT TANNERSVILLE, SET IN TOP AND 1 FOOT WEST OF THE EAST END
 LY1286'OF THE CURB OF THE SOUTH SIDE OF A 70 FOOT BRIDGE OVER A CREEK
 LY1286'AND ONE FOOT ABOVE THE LEVEL OF THE ROAD.
 LY1286
 LY1286                          STATION RECOVERY (2003)
 LY1286
 LY1286'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 LY1286'RECOVERED IN GOOD CONDITION.
 LY1286
 LY1286                          STATION RECOVERY (2004)
 LY1286
 LY1286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2004 (PHB)
 LY1286'RECOVERED IN GOOD CONDITION.
 LY1286
 LY1286                          STATION RECOVERY (2006)
 LY1286
 LY1286'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 LY1286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1314 ***********************************************************************
 LY1314  DESIGNATION -  J 225
 LY1314  PID         -  LY1314
 LY1314  STATE/COUNTY-  PA/MONROE
 LY1314  USGS QUAD   -  POCONO PINES (1997)
 LY1314
 LY1314                         *CURRENT SURVEY CONTROL
 LY1314  ___________________________________________________________________
 LY1314* NAD 83(1986)-  41 03 43.     (N)    075 29 13.     (W)     SCALED    
 LY1314* NAVD 88     -       577.290  (meters)    1893.99   (feet)  ADJUSTED  
 LY1314  ___________________________________________________________________
 LY1314  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 LY1314  DYNAMIC HT  -         576.997 (meters)    1893.03  (feet)  COMP
 LY1314  MODELED GRAV-     980,098.0   (mgal)                       NAVD 88
 LY1314
 LY1314  VERT ORDER  -  SECOND    CLASS 0
 LY1314
 LY1314.The horizontal coordinates were scaled from a topographic map and have
 LY1314.an estimated accuracy of +/- 6 seconds.
 LY1314
 LY1314.The orthometric height was determined by differential leveling
 LY1314.and adjusted by the National Geodetic Survey in June 1991..
 LY1314
 LY1314.The geoid height was determined by GEOID03.
 LY1314
 LY1314.The dynamic height is computed by dividing the NAVD 88
 LY1314.geopotential number by the normal gravity value computed on the
 LY1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1314.degrees latitude (g = 980.6199 gals.).
 LY1314
 LY1314.The modeled gravity was interpolated from observed gravity values.
 LY1314
 LY1314;                    North         East    Units  Estimated Accuracy
 LY1314;SPC PA N     -   101,910.      790,200.      MT  (+/- 180 meters Scaled)
 LY1314
 LY1314                          SUPERSEDED SURVEY CONTROL
 LY1314
 LY1314  NGVD 29 (??/??/92)  577.470  (m)         1894.58   (f) ADJ UNCH    2 0
 LY1314
 LY1314.Superseded values are not recommended for survey control.
 LY1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1314.See file dsdata.txt to determine how the superseded data were derived.
 LY1314
 LY1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL590457(NAD 83)
 LY1314_MARKER: DB = BENCH MARK DISK
 LY1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1314_STAMPING: J 225 1959
 LY1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1314+STABILITY: SURFACE MOTION
 LY1314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY1314+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2003
 LY1314
 LY1314  HISTORY     - Date     Condition        Report By
 LY1314  HISTORY     - 1959     MONUMENTED       CGS
 LY1314  HISTORY     - 20020702 GOOD             PADT
 LY1314  HISTORY     - 20030707 GOOD             PADT
 LY1314
 LY1314                          STATION DESCRIPTION
 LY1314
 LY1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1314'5.9 MI E FROM BLAKESLEE CORNER.
 LY1314'3.40 MILE SOUTH EAST ALONG STATE HY. 115 FROM THE JUNCTION OF
 LY1314'STATE HY. 115 AND 940 AT BLAKESLEE CORNER, THENCE 2.50 MILES
 LY1314'NORTH EAST ALONG COUNTY ROAD NO. 45040.  SET AT THE SOUTH WEST
 LY1314'CORNER OF THE LONG POND COMMUNITY CENTER BLDG.  2 FEET WEST OF
 LY1314'THE SOUTH WEST CORNER OF, 15 FEET WEST OF THE SOUTH DOOR, 63 FEET
 LY1314'NORTH OF THE CENTER LINE OF THE COUNTY ROAD, 104 FEET NORTH EAST
 LY1314'AND ACROSS THE ROAD FROM POWER POLE NO. 18 AND 1 FOOT ABOVE THE
 LY1314'ROAD.
 LY1314
 LY1314                          STATION RECOVERY (2002)
 LY1314
 LY1314'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (SQ)
 LY1314'RECOVERED IN GOOD CONDITION.
 LY1314
 LY1314                          STATION RECOVERY (2003)
 LY1314
 LY1314'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 LY1314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1573 ***********************************************************************
 KW1573  DESIGNATION -  J 226
 KW1573  PID         -  KW1573
 KW1573  STATE/COUNTY-  PA/MONTOUR
 KW1573  USGS QUAD   -  RIVERSIDE (1984)
 KW1573
 KW1573                         *CURRENT SURVEY CONTROL
 KW1573  ___________________________________________________________________
 KW1573* NAD 83(1986)-  40 59 08.     (N)    076 41 22.     (W)     SCALED    
 KW1573* NAVD 88     -       176.704  (meters)     579.74   (feet)  ADJUSTED  
 KW1573  ___________________________________________________________________
 KW1573  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KW1573  DYNAMIC HT  -         176.626 (meters)     579.48  (feet)  COMP
 KW1573  MODELED GRAV-     980,178.0   (mgal)                       NAVD 88
 KW1573
 KW1573  VERT ORDER  -  SECOND    CLASS 0
 KW1573
 KW1573.The horizontal coordinates were scaled from a topographic map and have
 KW1573.an estimated accuracy of +/- 6 seconds.
 KW1573
 KW1573.The orthometric height was determined by differential leveling
 KW1573.and adjusted by the National Geodetic Survey in June 1991..
 KW1573
 KW1573.The geoid height was determined by GEOID03.
 KW1573
 KW1573.The dynamic height is computed by dividing the NAVD 88
 KW1573.geopotential number by the normal gravity value computed on the
 KW1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1573.degrees latitude (g = 980.6199 gals.).
 KW1573
 KW1573.The modeled gravity was interpolated from observed gravity values.
 KW1573
 KW1573;                    North         East    Units  Estimated Accuracy
 KW1573;SPC PA N     -    91,490.      689,250.      MT  (+/- 180 meters Scaled)
 KW1573
 KW1573                          SUPERSEDED SURVEY CONTROL
 KW1573
 KW1573  NGVD 29 (??/??/??)  176.929  (m)          580.47   (f) ADJUSTED    2 0
 KW1573
 KW1573.Superseded values are not recommended for survey control.
 KW1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1573.See file dsdata.txt to determine how the superseded data were derived.
 KW1573
 KW1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL578385(NAD 83)
 KW1573_MARKER: DB = BENCH MARK DISK
 KW1573_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1573_SP_SET: BRIDGE
 KW1573_STAMPING: J 226 1959
 KW1573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1573
 KW1573  HISTORY     - Date     Condition        Report By
 KW1573  HISTORY     - 1959     MONUMENTED       CGS
 KW1573  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW1573
 KW1573                          STATION DESCRIPTION
 KW1573
 KW1573'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW1573'4.2 MI NW FROM DANVILLE.
 KW1573'1.60 MILE NORTHEAST ALONG STATE HIGHWAY NO 54 FROM THE 1ST
 KW1573'NATIONAL BANK AT DANVILLE, THENCE 2.55 MILE WEST ON STATE HIGHWAY
 KW1573'45, AND 0.15 MILE WEST OF A RAILROAD CROSSING, SET IN TOP CENTER
 KW1573'OF THE EAST END OF THE SOUTH BANISTER OF A 10 FOOT BRIDGE OVER
 KW1573'A CREEK, 18 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, ABOUT
 KW1573'3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 KW1573
 KW1573                          STATION RECOVERY (1989)
 KW1573
 KW1573'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0173 ***********************************************************************
 LZ0173  DESIGNATION -  J 227 RESET 1964
 LZ0173  PID         -  LZ0173
 LZ0173  STATE/COUNTY-  PA/COLUMBIA
 LZ0173  USGS QUAD   -  MIFFLINVILLE (1989)
 LZ0173
 LZ0173                         *CURRENT SURVEY CONTROL
 LZ0173  ___________________________________________________________________
 LZ0173* NAD 83(1986)-  41 00 44.     (N)    076 16 40.     (W)     SCALED    
 LZ0173* NAVD 88     -       260.24   (+/-2cm)     853.8    (feet)  VERTCON   
 LZ0173  ___________________________________________________________________
 LZ0173  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 LZ0173
 LZ0173  VERT ORDER  -  THIRD (See Below)
 LZ0173
 LZ0173.The horizontal coordinates were scaled from a topographic map and have
 LZ0173.an estimated accuracy of +/- 6 seconds.
 LZ0173
 LZ0173.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ0173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ0173.The vertical order pertains to the NGVD 29 superseded value.
 LZ0173
 LZ0173.The geoid height was determined by GEOID03.
 LZ0173
 LZ0173;                    North         East    Units  Estimated Accuracy
 LZ0173;SPC PA N     -    94,960.      723,840.      MT  (+/- 180 meters Scaled)
 LZ0173
 LZ0173                          SUPERSEDED SURVEY CONTROL
 LZ0173
 LZ0173  NGVD 29 (??/??/??)  260.46   (m)          854.5    (f) RESET       3  
 LZ0173
 LZ0173.Superseded values are not recommended for survey control.
 LZ0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0173.See file dsdata.txt to determine how the superseded data were derived.
 LZ0173
 LZ0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL925409(NAD 83)
 LZ0173_MARKER: DB = BENCH MARK DISK
 LZ0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0173_STAMPING: J 227 RESET 1964
 LZ0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0173+STABILITY: SURFACE MOTION
 LZ0173
 LZ0173  HISTORY     - Date     Condition        Report By
 LZ0173  HISTORY     - 1964     MONUMENTED       PADH
 LZ0173  HISTORY     - 1965     GOOD             NGS
 LZ0173
 LZ0173                          STATION DESCRIPTION
 LZ0173
 LZ0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LZ0173'0.2 MI W FROM HETLERVILLE.
 LZ0173'ABOUT 0.25 MILES WEST ALONG INTERSTATE ROUTE 80 FROM THE L.R.
 LZ0173'19023 CROSSING NEAR HETLERVILLE, 3.26 MILES EAST OF THE EASTERN
 LZ0173'END OF THE INTERSTATE HIGHWAY 80 BRIDGE ACROSS THE NORTH BRANCH
 LZ0173'OF THE SUSQUEHANNA RIVER, 50 FEET LEFT OF THE INSIDE EDGE OF THE
 LZ0173'EAST-BOUND ROADWAY IN THE GRASS MEDIAN AREA, AND SET IN THE TOP
 LZ0173'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1540 ***********************************************************************
 LY1540  DESIGNATION -  J 228
 LY1540  PID         -  LY1540
 LY1540  STATE/COUNTY-  PA/LUZERNE
 LY1540  USGS QUAD   -  FREELAND (1984)
 LY1540
 LY1540                         *CURRENT SURVEY CONTROL
 LY1540  ___________________________________________________________________
 LY1540* NAD 83(1986)-  41 04 13.     (N)    075 55 23.     (W)     SCALED    
 LY1540* NAVD 88     -       331.729  (meters)    1088.35   (feet)  ADJUSTED  
 LY1540  ___________________________________________________________________
 LY1540  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 LY1540  DYNAMIC HT  -         331.578 (meters)    1087.85  (feet)  COMP
 LY1540  MODELED GRAV-     980,161.1   (mgal)                       NAVD 88
 LY1540
 LY1540  VERT ORDER  -  SECOND    CLASS 0
 LY1540
 LY1540.The horizontal coordinates were scaled from a topographic map and have
 LY1540.an estimated accuracy of +/- 6 seconds.
 LY1540
 LY1540.The orthometric height was determined by differential leveling
 LY1540.and adjusted by the National Geodetic Survey in June 1991..
 LY1540
 LY1540.The geoid height was determined by GEOID03.
 LY1540
 LY1540.The dynamic height is computed by dividing the NAVD 88
 LY1540.geopotential number by the normal gravity value computed on the
 LY1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1540.degrees latitude (g = 980.6199 gals.).
 LY1540
 LY1540.The modeled gravity was interpolated from observed gravity values.
 LY1540
 LY1540;                    North         East    Units  Estimated Accuracy
 LY1540;SPC PA N     -   101,970.      753,530.      MT  (+/- 180 meters Scaled)
 LY1540
 LY1540                          SUPERSEDED SURVEY CONTROL
 LY1540
 LY1540  NGVD 29 (??/??/92)  331.926  (m)         1088.99   (f) ADJ UNCH    2 0
 LY1540
 LY1540.Superseded values are not recommended for survey control.
 LY1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1540.See file dsdata.txt to determine how the superseded data were derived.
 LY1540
 LY1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL224469(NAD 83)
 LY1540_MARKER: DB = BENCH MARK DISK
 LY1540_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1540_SP_SET: CULVERT
 LY1540_STAMPING: J 228 1959
 LY1540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1540
 LY1540  HISTORY     - Date     Condition        Report By
 LY1540  HISTORY     - 1959     MONUMENTED       CGS
 LY1540
 LY1540                          STATION DESCRIPTION
 LY1540
 LY1540'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1540'10.2 MI W FROM WHITE HAVEN.
 LY1540'4.75 MILE NORTH ALONG BLACKTOP ROAD NO. 40040 FROM THE SCHOL
 LY1540'HOUSE AT WHITE HAVEN THENCE 5.5 MILE WEST ALONG A BLACKTOP
 LY1540'ROAD, SET IN TOP AND 1 FOOT SOUTHWEST OF THE NORTHEAST END OF THE
 LY1540'SOUTHEAST HEADWALL OF A 4 FOOT CULVERT OVER A CREEK, 12 FEET
 LY1540'SOUTHEAST OF THE CENTERLINE OF THE BLACKTOP ROAD AND 1 FOOT
 LY1540'ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1408 ***********************************************************************
 LY1408  DESIGNATION -  J 229
 LY1408  PID         -  LY1408
 LY1408  STATE/COUNTY-  PA/LUZERNE
 LY1408  USGS QUAD   -  PITTSTON (1994)
 LY1408
 LY1408                         *CURRENT SURVEY CONTROL
 LY1408  ___________________________________________________________________
 LY1408* NAD 83(1986)-  41 16 51.     (N)    075 47 32.     (W)     SCALED    
 LY1408* NAVD 88     -       265.138  (meters)     869.87   (feet)  ADJUSTED  
 LY1408  ___________________________________________________________________
 LY1408  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 LY1408  DYNAMIC HT  -         265.031 (meters)     869.52  (feet)  COMP
 LY1408  MODELED GRAV-     980,212.1   (mgal)                       NAVD 88
 LY1408
 LY1408  VERT ORDER  -  SECOND    CLASS 0
 LY1408
 LY1408.The horizontal coordinates were scaled from a topographic map and have
 LY1408.an estimated accuracy of +/- 6 seconds.
 LY1408
 LY1408.The orthometric height was determined by differential leveling
 LY1408.and adjusted by the National Geodetic Survey in June 1991..
 LY1408
 LY1408.The geoid height was determined by GEOID03.
 LY1408
 LY1408.The dynamic height is computed by dividing the NAVD 88
 LY1408.geopotential number by the normal gravity value computed on the
 LY1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1408.degrees latitude (g = 980.6199 gals.).
 LY1408
 LY1408.The modeled gravity was interpolated from observed gravity values.
 LY1408
 LY1408;                    North         East    Units  Estimated Accuracy
 LY1408;SPC PA N     -   125,590.      764,000.      MT  (+/- 180 meters Scaled)
 LY1408
 LY1408                          SUPERSEDED SURVEY CONTROL
 LY1408
 LY1408  NGVD 29 (??/??/92)  265.318  (m)          870.46   (f) ADJ UNCH    2 0
 LY1408
 LY1408.Superseded values are not recommended for survey control.
 LY1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1408.See file dsdata.txt to determine how the superseded data were derived.
 LY1408
 LY1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL336702(NAD 83)
 LY1408_MARKER: DB = BENCH MARK DISK
 LY1408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1408_SP_SET: FOUNDATION
 LY1408_STAMPING: J 229 1959
 LY1408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1408
 LY1408  HISTORY     - Date     Condition        Report By
 LY1408  HISTORY     - 1959     MONUMENTED       CGS
 LY1408  HISTORY     - 19940330 MARK NOT FOUND   LOCENG
 LY1408
 LY1408                          STATION DESCRIPTION
 LY1408
 LY1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1408'3 MI NE FROM WILKES BARRE.
 LY1408'3 MILES NORTH EAST ALONG STATE HY. 315 FROM THE JUNCTION OF STATE
 LY1408'HYS 315 AND 115 AT THE VETERANS HOSPITAL IN WILKES-BARRE, SET IN
 LY1408'TOP AND 1 FOOT NORTH WEST OF THE SOUTH EAST SIDE OF THE NORTH
 LY1408'EAST END OF THE SOUTH EAST MOST FOUNDATION FOR THE SUPPORT OF
 LY1408'SCREEN OF THE MID-WAY DRIVE-IN THEATRE, 32 FEET WEST OF THE
 LY1408'CENTERLINE OF HIGHWAY 315, 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LY1408
 LY1408                          STATION RECOVERY (1994)
 LY1408
 LY1408'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLM)
 LY1408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1319 ***********************************************************************
 LZ1319  DESIGNATION -  J 23
 LZ1319  PID         -  LZ1319
 LZ1319  STATE/COUNTY-  PA/CENTRE
 LZ1319  USGS QUAD   -  SNOW SHOE (1996)
 LZ1319
 LZ1319                         *CURRENT SURVEY CONTROL
 LZ1319  ___________________________________________________________________
 LZ1319* NAD 83(1986)-  41 00 56.     (N)    077 53 10.     (W)     SCALED    
 LZ1319* NAVD 88     -       568.892  (meters)    1866.44   (feet)  ADJUSTED  
 LZ1319  ___________________________________________________________________
 LZ1319  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 LZ1319  DYNAMIC HT  -         568.600 (meters)    1865.48  (feet)  COMP
 LZ1319  MODELED GRAV-     980,093.3   (mgal)                       NAVD 88
 LZ1319
 LZ1319  VERT ORDER  -  SECOND    CLASS 0
 LZ1319
 LZ1319.The horizontal coordinates were scaled from a topographic map and have
 LZ1319.an estimated accuracy of +/- 6 seconds.
 LZ1319
 LZ1319.The orthometric height was determined by differential leveling
 LZ1319.and adjusted by the National Geodetic Survey in June 1991..
 LZ1319.WARNING-Repeat measurements at this control monument indicate possible
 LZ1319.vertical movement.
 LZ1319
 LZ1319.The geoid height was determined by GEOID03.
 LZ1319
 LZ1319.The dynamic height is computed by dividing the NAVD 88
 LZ1319.geopotential number by the normal gravity value computed on the
 LZ1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1319.degrees latitude (g = 980.6199 gals.).
 LZ1319
 LZ1319.The modeled gravity was interpolated from observed gravity values.
 LZ1319
 LZ1319;                    North         East    Units  Estimated Accuracy
 LZ1319;SPC PA N     -    94,280.      588,550.      MT  (+/- 180 meters Scaled)
 LZ1319
 LZ1319                          SUPERSEDED SURVEY CONTROL
 LZ1319
 LZ1319  NGVD 29 (??/??/92)  569.051  (m)         1866.96   (f) ADJ UNCH    2 0
 LZ1319
 LZ1319.Superseded values are not recommended for survey control.
 LZ1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1319.See file dsdata.txt to determine how the superseded data were derived.
 LZ1319
 LZ1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL573444(NAD 83)
 LZ1319_MARKER: DB = BENCH MARK DISK
 LZ1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1319_STAMPING: J 23 1934
 LZ1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1319+STABILITY: SURFACE MOTION
 LZ1319
 LZ1319  HISTORY     - Date     Condition        Report By
 LZ1319  HISTORY     - 1934     MONUMENTED       CGS
 LZ1319  HISTORY     - 1959     GOOD             NGS
 LZ1319  HISTORY     - 1959     GOOD             USGS
 LZ1319
 LZ1319                          STATION DESCRIPTION
 LZ1319
 LZ1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LZ1319'3.8 MI SE FROM SNOW SHOE.
 LZ1319'ABOUT 3.85 MILE SOUTH EAST ALONG STATE HY. 53 FROM THE METHODIST
 LZ1319'CHURCH IN SNOW SHOE, AT THE SUMMIT OF SNOW SHOE MOUNTAIN, 64 FEET
 LZ1319'WEST OF STATION 510+00, 28 FEET NORTH OF THE CENTERLINE OF THE
 LZ1319'FINISHED GRADE, AND ABOUT 2 FEET HIGHER THAN THE CENTERLINE OF THE
 LZ1319'FINISHED GRADE.  A STANDARD DISK, STAMPED J23 1934 AND SET IN
 LZ1319'THE TOP OF A CONCRETE POST.  NOTE-- THE CONCRETE POST IS VERY
 LZ1319'LOOSE, PROBABLY HAVING BEEN STRUCK BY VEHICLES ENTERING A
 LZ1319'PICNIC AREA.  USE WITH CAUTION.
 LZ1319
 LZ1319                          STATION RECOVERY (1959)
 LZ1319
 LZ1319'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LZ1319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0245 ***********************************************************************
 LZ0245  DESIGNATION -  J 230
 LZ0245  PID         -  LZ0245
 LZ0245  STATE/COUNTY-  PA/LUZERNE
 LZ0245  USGS QUAD   -  SYBERTSVILLE (1989)
 LZ0245
 LZ0245                         *CURRENT SURVEY CONTROL
 LZ0245  ___________________________________________________________________
 LZ0245* NAD 83(1986)-  41 03 31.     (N)    076 01 05.     (W)     SCALED    
 LZ0245* NAVD 88     -       481.587  (meters)    1580.01   (feet)  ADJUSTED  
 LZ0245  ___________________________________________________________________
 LZ0245  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 LZ0245  DYNAMIC HT  -         481.377 (meters)    1579.32  (feet)  COMP
 LZ0245  MODELED GRAV-     980,172.9   (mgal)                       NAVD 88
 LZ0245
 LZ0245  VERT ORDER  -  SECOND    CLASS 0
 LZ0245
 LZ0245.The horizontal coordinates were scaled from a topographic map and have
 LZ0245.an estimated accuracy of +/- 6 seconds.
 LZ0245
 LZ0245.The orthometric height was determined by differential leveling
 LZ0245.and adjusted by the National Geodetic Survey in June 1991..
 LZ0245
 LZ0245.The geoid height was determined by GEOID03.
 LZ0245
 LZ0245.The dynamic height is computed by dividing the NAVD 88
 LZ0245.geopotential number by the normal gravity value computed on the
 LZ0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0245.degrees latitude (g = 980.6199 gals.).
 LZ0245
 LZ0245.The modeled gravity was interpolated from observed gravity values.
 LZ0245
 LZ0245;                    North         East    Units  Estimated Accuracy
 LZ0245;SPC PA N     -   100,510.      745,580.      MT  (+/- 180 meters Scaled)
 LZ0245
 LZ0245                          SUPERSEDED SURVEY CONTROL
 LZ0245
 LZ0245  NGVD 29 (??/??/92)  481.789  (m)         1580.67   (f) ADJ UNCH    2 0
 LZ0245
 LZ0245.Superseded values are not recommended for survey control.
 LZ0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0245.See file dsdata.txt to determine how the superseded data were derived.
 LZ0245
 LZ0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL144457(NAD 83)
 LZ0245_MARKER: DB = BENCH MARK DISK
 LZ0245_SETTING: 80 = SET IN A BOULDER
 LZ0245_SP_SET: BOULDER
 LZ0245_STAMPING: J 230 1959
 LZ0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0245+STABILITY: SURFACE MOTION
 LZ0245
 LZ0245  HISTORY     - Date     Condition        Report By
 LZ0245  HISTORY     - 1959     MONUMENTED       CGS
 LZ0245
 LZ0245                          STATION DESCRIPTION
 LZ0245
 LZ0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LZ0245'3.5 MI NE FROM ST JOHNS.
 LZ0245'ABOUT 0.25 MILE EAST ALONG BLACKTOP ROAD FROM THE ST. JOHNS
 LZ0245'LUTHERAN CHURCH IN ST. JOHNS THENCE 3.25 MILE NORTH ALONG
 LZ0245'BLACKTOP ROAD, SET IN TOP AND 4 FEET NORTH OF THE SOUTH END OF
 LZ0245'AN 8 FOOT BY 3 FOOT BOULDER, PROJECTING ABOUT 1 1/2 FEET, 105
 LZ0245'FEET WEST OF THE SOUTH END OF A CULVERT UNDER ROAD, 30 FEET SOUTH
 LZ0245'OF THE CENTERLINE OF THE BLACKTOP ROAD, 9 FEET ABOVE THE ROAD,
 LZ0245'(0.15 MILE EAST AND UP HILL FROM A SWICH BACK CURVE IN MOUNTAIN
 LZ0245'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0254 ***********************************************************************
 LZ0254  DESIGNATION -  J 231
 LZ0254  PID         -  LZ0254
 LZ0254  STATE/COUNTY-  PA/LUZERNE
 LZ0254  USGS QUAD   -  SYBERTSVILLE (1989)
 LZ0254
 LZ0254                         *CURRENT SURVEY CONTROL
 LZ0254  ___________________________________________________________________
 LZ0254* NAD 83(1986)-  41 00 06.     (N)    076 01 03.     (W)     SCALED    
 LZ0254* NAVD 88     -       294.548  (meters)     966.36   (feet)  ADJUSTED  
 LZ0254  ___________________________________________________________________
 LZ0254  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 LZ0254  DYNAMIC HT  -         294.409 (meters)     965.91  (feet)  COMP
 LZ0254  MODELED GRAV-     980,143.5   (mgal)                       NAVD 88
 LZ0254
 LZ0254  VERT ORDER  -  SECOND    CLASS 0
 LZ0254
 LZ0254.The horizontal coordinates were scaled from a topographic map and have
 LZ0254.an estimated accuracy of +/- 6 seconds.
 LZ0254
 LZ0254.The orthometric height was determined by differential leveling
 LZ0254.and adjusted by the National Geodetic Survey in June 1991..
 LZ0254
 LZ0254.The geoid height was determined by GEOID03.
 LZ0254
 LZ0254.The dynamic height is computed by dividing the NAVD 88
 LZ0254.geopotential number by the normal gravity value computed on the
 LZ0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0254.degrees latitude (g = 980.6199 gals.).
 LZ0254
 LZ0254.The modeled gravity was interpolated from observed gravity values.
 LZ0254
 LZ0254;                    North         East    Units  Estimated Accuracy
 LZ0254;SPC PA N     -    94,190.      745,750.      MT  (+/- 180 meters Scaled)
 LZ0254
 LZ0254                          SUPERSEDED SURVEY CONTROL
 LZ0254
 LZ0254  NGVD 29 (??/??/92)  294.744  (m)          967.01   (f) ADJ UNCH    2 0
 LZ0254
 LZ0254.Superseded values are not recommended for survey control.
 LZ0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0254.See file dsdata.txt to determine how the superseded data were derived.
 LZ0254
 LZ0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL144394(NAD 83)
 LZ0254_MARKER: DB = BENCH MARK DISK
 LZ0254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0254_SP_SET: BRIDGE
 LZ0254_STAMPING: J 231 1959
 LZ0254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0254
 LZ0254  HISTORY     - Date     Condition        Report By
 LZ0254  HISTORY     - 1959     MONUMENTED       CGS
 LZ0254
 LZ0254                          STATION DESCRIPTION
 LZ0254
 LZ0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LZ0254'2.2 MI S FROM ST JOHNS.
 LZ0254'ABOUT 1.10 MILE SOUTH ALONG BLACKTOP ROAD FROM THE ST. JOHNS
 LZ0254'LUTHERAN CHURCH IN ST. JOHNS TO A T ROAD JUNCTION THENCE 0.15
 LZ0254'MILE EAST ON BLACKTOP ROAD TO INTERSECTION THENCE 0.65 MILE WEST
 LZ0254'THENCE 0.35 MILE SOUTH ON BLACKTOP ROAD, SET IN TOP OF SOUTH
 LZ0254'WEST WINGWALL FOR SOUTH ABUTMENT OF A 40 FOOT BRIDGE OVER A
 LZ0254'CREEK, 15 FEET WEST OF THE CENTERLINE OF THE BLACKTOP ROAD, ABOUT
 LZ0254'1 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2828 ***********************************************************************
 KV2828  DESIGNATION -  J 232
 KV2828  PID         -  KV2828
 KV2828  STATE/COUNTY-  PA/LUZERNE
 KV2828  USGS QUAD   -  HAZLETON (1995)
 KV2828
 KV2828                         *CURRENT SURVEY CONTROL
 KV2828  ___________________________________________________________________
 KV2828* NAD 83(1986)-  40 56 43.     (N)    075 59 01.     (W)     SCALED    
 KV2828* NAVD 88     -       511.421  (meters)    1677.89   (feet)  ADJUSTED  
 KV2828  ___________________________________________________________________
 KV2828  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KV2828  DYNAMIC HT  -         511.165 (meters)    1677.05  (feet)  COMP
 KV2828  MODELED GRAV-     980,107.7   (mgal)                       NAVD 88
 KV2828
 KV2828  VERT ORDER  -  SECOND    CLASS 0
 KV2828
 KV2828.The horizontal coordinates were scaled from a topographic map and have
 KV2828.an estimated accuracy of +/- 6 seconds.
 KV2828
 KV2828.The orthometric height was determined by differential leveling
 KV2828.and adjusted by the National Geodetic Survey in June 1991..
 KV2828
 KV2828.The geoid height was determined by GEOID03.
 KV2828
 KV2828.The dynamic height is computed by dividing the NAVD 88
 KV2828.geopotential number by the normal gravity value computed on the
 KV2828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2828.degrees latitude (g = 980.6199 gals.).
 KV2828
 KV2828.The modeled gravity was interpolated from observed gravity values.
 KV2828
 KV2828;                    North         East    Units  Estimated Accuracy
 KV2828;SPC PA N     -    87,980.      748,730.      MT  (+/- 180 meters Scaled)
 KV2828
 KV2828                          SUPERSEDED SURVEY CONTROL
 KV2828
 KV2828  NGVD 29 (??/??/??)  511.605  (m)         1678.49   (f) ADJUSTED    2 0
 KV2828
 KV2828.Superseded values are not recommended for survey control.
 KV2828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2828.See file dsdata.txt to determine how the superseded data were derived.
 KV2828
 KV2828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL172331(NAD 83)
 KV2828_MARKER: DB = BENCH MARK DISK
 KV2828_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2828_SP_SET: CATCH BASIN
 KV2828_STAMPING: J 232 1959
 KV2828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2828
 KV2828  HISTORY     - Date     Condition        Report By
 KV2828  HISTORY     - 1959     MONUMENTED       CGS
 KV2828  HISTORY     - 19950701 MARK NOT FOUND   USGS
 KV2828
 KV2828                          STATION DESCRIPTION
 KV2828
 KV2828'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KV2828'0.9 MI SW FROM HAZLETON.
 KV2828'ABOUT 0.90 MILE SOUTH WEST ALONG U.S. 309 FROM THE WATER WORKS
 KV2828'BLDG. AT HAZLETON, SET IN TOP AND 1 FOOT NORTH EAST OF THE SOUTH
 KV2828'WEST END OF THE NORTH WEST SIDE OF A 4 FOOT BY 3 FOOT CATCH
 KV2828'BASIN, ABOUT 50 YARDS NORTH EAST OF A JEEP SALES BLDG., SOUTH
 KV2828'EAST OF THE CENTERLINE OF THE HY., ABOUT 1 FOOT BELOW THE LEVEL
 KV2828'OF THE HY.
 KV2828
 KV2828                          STATION RECOVERY (1995)
 KV2828
 KV2828'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1995 (DH)
 KV2828'SEARCHED 1/2 HOUR WITH METAL DETECTOR.  TOP OF CATCH BASIN WALL HAS
 KV2828'BEEN PAVED OVER WITH BLACKTOP.  MARK SHOULD BE OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1178 ***********************************************************************
 LY1178  DESIGNATION -  J 234
 LY1178  PID         -  LY1178
 LY1178  STATE/COUNTY-  PA/PIKE
 LY1178  USGS QUAD   -  NEWFOUNDLAND (1992)
 LY1178
 LY1178                         *CURRENT SURVEY CONTROL
 LY1178  ___________________________________________________________________
 LY1178* NAD 83(1986)-  41 19 38.     (N)    075 17 00.     (W)     SCALED    
 LY1178* NAVD 88     -       505.660  (meters)    1658.99   (feet)  ADJUSTED  
 LY1178  ___________________________________________________________________
 LY1178  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 LY1178  DYNAMIC HT  -         505.427 (meters)    1658.22  (feet)  COMP
 LY1178  MODELED GRAV-     980,146.4   (mgal)                       NAVD 88
 LY1178
 LY1178  VERT ORDER  -  SECOND    CLASS 0
 LY1178
 LY1178.The horizontal coordinates were scaled from a topographic map and have
 LY1178.an estimated accuracy of +/- 6 seconds.
 LY1178
 LY1178.The orthometric height was determined by differential leveling
 LY1178.and adjusted by the National Geodetic Survey in June 1991..
 LY1178
 LY1178.The geoid height was determined by GEOID03.
 LY1178
 LY1178.The dynamic height is computed by dividing the NAVD 88
 LY1178.geopotential number by the normal gravity value computed on the
 LY1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1178.degrees latitude (g = 980.6199 gals.).
 LY1178
 LY1178.The modeled gravity was interpolated from observed gravity values.
 LY1178
 LY1178;                    North         East    Units  Estimated Accuracy
 LY1178;SPC PA N     -   131,820.      806,470.      MT  (+/- 180 meters Scaled)
 LY1178
 LY1178                          SUPERSEDED SURVEY CONTROL
 LY1178
 LY1178  NGVD 29 (??/??/92)  505.858  (m)         1659.64   (f) ADJ UNCH    2 0
 LY1178
 LY1178.Superseded values are not recommended for survey control.
 LY1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1178.See file dsdata.txt to determine how the superseded data were derived.
 LY1178
 LY1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL762751(NAD 83)
 LY1178_MARKER: DB = BENCH MARK DISK
 LY1178_SETTING: 80 = SET IN A BOULDER
 LY1178_SP_SET: BOULDER
 LY1178_STAMPING: J 234 1959
 LY1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1178+STABILITY: SURFACE MOTION
 LY1178
 LY1178  HISTORY     - Date     Condition        Report By
 LY1178  HISTORY     - 1959     MONUMENTED       CGS
 LY1178
 LY1178                          STATION DESCRIPTION
 LY1178
 LY1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1178'1.5 MI E FROM GREENTOWN.
 LY1178'1.20 MILE EAST ALONG COUNTY ROAD 51027 FROM THE POST OFFICE IN
 LY1178'GREENTOWN, CONTINUE STRAIGHT, ON ROUTE T 351 FOR 0.30 MILE,
 LY1178'SET IN TOP CENTER OF A 3 FOOT BY 5 FOOT BOULDER PROJECTING 1
 LY1178'FOOT, 53 FEET SOUTH-SOUTH EAST OF THE WEST CORNER OF PORCH OF
 LY1178'HOUSE, 43 FEET SOUTH OF THE EAST CORNER OF PORCH OF HOUSE, 16
 LY1178'FEET EAST OF A BLUE SPRUCE TREE, 11 FEET NORTH OF THE CENTERLINE
 LY1178'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1230 ***********************************************************************
 LY1230  DESIGNATION -  J 235
 LY1230  PID         -  LY1230
 LY1230  STATE/COUNTY-  PA/PIKE
 LY1230  USGS QUAD   -  HAWLEY (1994)
 LY1230
 LY1230                         *CURRENT SURVEY CONTROL
 LY1230  ___________________________________________________________________
 LY1230* NAD 83(1986)-  41 25 02.     (N)    075 08 24.     (W)     SCALED    
 LY1230* NAVD 88     -       456.766  (meters)    1498.57   (feet)  ADJUSTED  
 LY1230  ___________________________________________________________________
 LY1230  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 LY1230  DYNAMIC HT  -         456.568 (meters)    1497.92  (feet)  COMP
 LY1230  MODELED GRAV-     980,176.5   (mgal)                       NAVD 88
 LY1230
 LY1230  VERT ORDER  -  SECOND    CLASS 0
 LY1230
 LY1230.The horizontal coordinates were scaled from a topographic map and have
 LY1230.an estimated accuracy of +/- 6 seconds.
 LY1230
 LY1230.The orthometric height was determined by differential leveling
 LY1230.and adjusted by the National Geodetic Survey in June 1991..
 LY1230
 LY1230.The geoid height was determined by GEOID03.
 LY1230
 LY1230.The dynamic height is computed by dividing the NAVD 88
 LY1230.geopotential number by the normal gravity value computed on the
 LY1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1230.degrees latitude (g = 980.6199 gals.).
 LY1230
 LY1230.The modeled gravity was interpolated from observed gravity values.
 LY1230
 LY1230;                    North         East    Units  Estimated Accuracy
 LY1230;SPC PA N     -   142,170.      818,160.      MT  (+/- 180 meters Scaled)
 LY1230
 LY1230                          SUPERSEDED SURVEY CONTROL
 LY1230
 LY1230  NGVD 29 (??/??/92)  456.951  (m)         1499.18   (f) ADJ UNCH    2 0
 LY1230
 LY1230.Superseded values are not recommended for survey control.
 LY1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1230.See file dsdata.txt to determine how the superseded data were derived.
 LY1230
 LY1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL883850(NAD 83)
 LY1230_MARKER: DB = BENCH MARK DISK
 LY1230_SETTING: 80 = SET IN A BOULDER
 LY1230_SP_SET: BOULDER
 LY1230_STAMPING: J 235 1959
 LY1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1230+STABILITY: SURFACE MOTION
 LY1230
 LY1230  HISTORY     - Date     Condition        Report By
 LY1230  HISTORY     - 1959     MONUMENTED       CGS
 LY1230
 LY1230                          STATION DESCRIPTION
 LY1230
 LY1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1230'5.2 MI SE FROM HAWLEY.
 LY1230'4.4 MILE SOUTHEAST ALONG U.S. HIGHWAY NO 6 FROM HAWLEY TO THE
 LY1230'JUNCTION WITH STATE HIGHWAY NO 402 THENCE 0.8 MILE SOUTH ALONG
 LY1230'STATE HIGHWAY NO 402.  SET IN TOP AND 2 FEET SOUTH OF THE NORTH
 LY1230'END OF A 12 FOOT BY 10 FOOT BY 4 FOOT BOULDER, 125 FEET NORTH
 LY1230'OF TELEPHONE POLE NO 20034, 150 FEET NORTH OF A TRAIL ROAD
 LY1230'LEADING WEST TO A GARBAGE DUMP, 85 FEET WEST OF THE CENTERLINE
 LY1230'OF HY. 402 AND ABOUT 2 FEET BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0652 ***********************************************************************
 LY0652  DESIGNATION -  J 236
 LY0652  PID         -  LY0652
 LY0652  STATE/COUNTY-  PA/PIKE
 LY0652  USGS QUAD   -  EDGEMERE (1992)
 LY0652
 LY0652                         *CURRENT SURVEY CONTROL
 LY0652  ___________________________________________________________________
 LY0652* NAD 83(1986)-  41 20 37.     (N)    074 55 04.     (W)     SCALED    
 LY0652* NAVD 88     -       409.820  (meters)    1344.55   (feet)  ADJUSTED  
 LY0652  ___________________________________________________________________
 LY0652  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 LY0652  DYNAMIC HT  -         409.634 (meters)    1343.94  (feet)  COMP
 LY0652  MODELED GRAV-     980,156.4   (mgal)                       NAVD 88
 LY0652
 LY0652  VERT ORDER  -  SECOND    CLASS 0
 LY0652
 LY0652.The horizontal coordinates were scaled from a topographic map and have
 LY0652.an estimated accuracy of +/- 6 seconds.
 LY0652
 LY0652.The orthometric height was determined by differential leveling
 LY0652.and adjusted by the National Geodetic Survey in June 1991..
 LY0652
 LY0652.The geoid height was determined by GEOID03.
 LY0652
 LY0652.The dynamic height is computed by dividing the NAVD 88
 LY0652.geopotential number by the normal gravity value computed on the
 LY0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0652.degrees latitude (g = 980.6199 gals.).
 LY0652
 LY0652.The modeled gravity was interpolated from observed gravity values.
 LY0652
 LY0652;                    North         East    Units  Estimated Accuracy
 LY0652;SPC PA N     -   134,580.      837,000.      MT  (+/- 180 meters Scaled)
 LY0652
 LY0652                          SUPERSEDED SURVEY CONTROL
 LY0652
 LY0652  NGVD 29 (??/??/92)  409.991  (m)         1345.11   (f) ADJ UNCH    2 0
 LY0652
 LY0652.Superseded values are not recommended for survey control.
 LY0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0652.See file dsdata.txt to determine how the superseded data were derived.
 LY0652
 LY0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL068769(NAD 83)
 LY0652_MARKER: DB = BENCH MARK DISK
 LY0652_SETTING: 80 = SET IN A BOULDER
 LY0652_SP_SET: BOULDER
 LY0652_STAMPING: J 236 1959
 LY0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0652+STABILITY: SURFACE MOTION
 LY0652
 LY0652  HISTORY     - Date     Condition        Report By
 LY0652  HISTORY     - 1959     MONUMENTED       CGS
 LY0652
 LY0652                          STATION DESCRIPTION
 LY0652
 LY0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY0652'9.5 MI NW FROM MILFORD.
 LY0652'0.20 MILE SOUTH WEST ALONG U.S. 6 (HIGH ST.) FROM THE COURT HOUSE
 LY0652'IN MILFORD THENCE 7.35 MILE NORTH WEST ALONG U.S. 6 (HARTFORD ST.)
 LY0652'TO THE RED BROOK CABINS AND RESTAURANT THENCE 1.95 MILE SOUTH
 LY0652'WEST ON GRAVEL ROAD, SET IN TOP AND 2 FEET SOUTH WEST OF THE
 LY0652'NORTH EAST EDGE OF A 10 FOOT BY 5 FOOT BY 6 INCH BOULDER IN
 LY0652'FIELD, (AT THE NORTH CORNER OF FIELD), 10 FEET SOUTH EAST OF A
 LY0652'SMALL FRUIT TREE, 69 FEET SOUTH WEST OF THE CENTERLINE OF THE
 LY0652'ROAD, 37 FEET SOUTH OF A TELEPHONE POLE (HIDDEN IN TREES), 144
 LY0652'FEET EAST OF AND ACROSS THE ROAD FROM A POWER POLE, NOTE-- ALSO
 LY0652'0.15 MILE SOUTH EAST OF THE HOME OF WALTER B. MYER, 0.10 MILE
 LY0652'NORTH WEST OF THE HOME OF WALTER H. MYER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1149 ***********************************************************************
 LY1149  DESIGNATION -  J 237
 LY1149  PID         -  LY1149
 LY1149  STATE/COUNTY-  PA/PIKE
 LY1149  USGS QUAD   -  PECKS POND (1992)
 LY1149
 LY1149                         *CURRENT SURVEY CONTROL
 LY1149  ___________________________________________________________________
 LY1149* NAD 83(1986)-  41 21 41.     (N)    075 04 30.     (W)     SCALED    
 LY1149* NAVD 88     -       401.786  (meters)    1318.19   (feet)  ADJUSTED  
 LY1149  ___________________________________________________________________
 LY1149  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 LY1149  DYNAMIC HT  -         401.602 (meters)    1317.59  (feet)  COMP
 LY1149  MODELED GRAV-     980,153.0   (mgal)                       NAVD 88
 LY1149
 LY1149  VERT ORDER  -  SECOND    CLASS 0
 LY1149
 LY1149.The horizontal coordinates were scaled from a topographic map and have
 LY1149.an estimated accuracy of +/- 6 seconds.
 LY1149
 LY1149.The orthometric height was determined by differential leveling
 LY1149.and adjusted by the National Geodetic Survey in June 1991..
 LY1149
 LY1149.The geoid height was determined by GEOID03.
 LY1149
 LY1149.The dynamic height is computed by dividing the NAVD 88
 LY1149.geopotential number by the normal gravity value computed on the
 LY1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1149.degrees latitude (g = 980.6199 gals.).
 LY1149
 LY1149.The modeled gravity was interpolated from observed gravity values.
 LY1149
 LY1149;                    North         East    Units  Estimated Accuracy
 LY1149;SPC PA N     -   136,130.      823,780.      MT  (+/- 180 meters Scaled)
 LY1149
 LY1149                          SUPERSEDED SURVEY CONTROL
 LY1149
 LY1149  NGVD 29 (??/??/92)  401.962  (m)         1318.77   (f) ADJ UNCH    2 0
 LY1149
 LY1149.Superseded values are not recommended for survey control.
 LY1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1149.See file dsdata.txt to determine how the superseded data were derived.
 LY1149
 LY1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL937788(NAD 83)
 LY1149_MARKER: DB = BENCH MARK DISK
 LY1149_SETTING: 80 = SET IN A BOULDER
 LY1149_SP_SET: BOULDER
 LY1149_STAMPING: J 237 1959
 LY1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1149+STABILITY: SURFACE MOTION
 LY1149
 LY1149  HISTORY     - Date     Condition        Report By
 LY1149  HISTORY     - 1959     MONUMENTED       CGS
 LY1149  HISTORY     - 20040501 GOOD             INDIV
 LY1149
 LY1149                          STATION DESCRIPTION
 LY1149
 LY1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1149'12.2 MI SE FROM HAWLEY.
 LY1149'8.5 MILE SOUTHEAST OF HAWLEY TO THE GOOD SHEPHERD CHURCH THENCE
 LY1149'3.15 MILE EAST ALONG A BLACKTOP ROAD TO A HISTORICAL MARKER
 LY1149'THENCE 0.6 MILE SOUTHWEST ALONG A GRAVEL ROAD, SET IN TOP AND 1
 LY1149'FOOT WEST OF THE EAST EDGE OF A 12 FOOT BY 6 FOOT BY 3 FOOT
 LY1149'BOULDER WHICH IS BETWEEN TWO PINE TREE WHOS ROOTS ENVELOP THE
 LY1149'BOULDER, ABOUT 100 YARDS SOUTH OF A POWER POLE WITH TRANSFORMER,
 LY1149'32 FEET WEST OF THE CENTERLINE OF THE GRAVEL ROAD AND ABOUT 6
 LY1149'FEET ABOVE THE ROAD.  THIS BM IS ALSO ABOUT 0.1 MILE SOUTH OF
 LY1149'A BRIDGE OVER A CREEK WHICH COMES FROM PIERSONS POND.
 LY1149
 LY1149                          STATION RECOVERY (2004)
 LY1149
 LY1149'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JKM)
 LY1149'RECOVERED IN GOOD CONDITION.  HANDHELD GPS WAAS-CORRECTED COORDINATES
 LY1149'FOR THE STATION ARE 41 21 40.86(N) 075 04 29.10(W).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0538 ***********************************************************************
 MA0538  DESIGNATION -  J 238
 MA0538  PID         -  MA0538
 MA0538  STATE/COUNTY-  PA/CLEARFIELD
 MA0538  USGS QUAD   -  PENFIELD (1993)
 MA0538
 MA0538                         *CURRENT SURVEY CONTROL
 MA0538  ___________________________________________________________________
 MA0538* NAD 83(1986)-  41 08 20.     (N)    078 36 04.     (W)     SCALED    
 MA0538* NAVD 88     -       524.290  (meters)    1720.11   (feet)  ADJUSTED  
 MA0538  ___________________________________________________________________
 MA0538  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 MA0538  DYNAMIC HT  -         524.029 (meters)    1719.25  (feet)  COMP
 MA0538  MODELED GRAV-     980,109.4   (mgal)                       NAVD 88
 MA0538
 MA0538  VERT ORDER  -  SECOND    CLASS 0
 MA0538
 MA0538.The horizontal coordinates were scaled from a topographic map and have
 MA0538.an estimated accuracy of +/- 6 seconds.
 MA0538
 MA0538.The orthometric height was determined by differential leveling
 MA0538.and adjusted by the National Geodetic Survey in June 1991..
 MA0538
 MA0538.The geoid height was determined by GEOID03.
 MA0538
 MA0538.The dynamic height is computed by dividing the NAVD 88
 MA0538.geopotential number by the normal gravity value computed on the
 MA0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0538.degrees latitude (g = 980.6199 gals.).
 MA0538
 MA0538.The modeled gravity was interpolated from observed gravity values.
 MA0538
 MA0538;                    North         East    Units  Estimated Accuracy
 MA0538;SPC PA N     -   108,320.      528,550.      MT  (+/- 180 meters Scaled)
 MA0538
 MA0538                          SUPERSEDED SURVEY CONTROL
 MA0538
 MA0538  NGVD 29 (??/??/92)  524.416  (m)         1720.52   (f) ADJ UNCH    2 0
 MA0538
 MA0538.Superseded values are not recommended for survey control.
 MA0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0538.See file dsdata.txt to determine how the superseded data were derived.
 MA0538
 MA0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF013569(NAD 83)
 MA0538_MARKER: DB = BENCH MARK DISK
 MA0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0538_STAMPING: J 238 1959
 MA0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0538+STABILITY: SURFACE MOTION
 MA0538
 MA0538  HISTORY     - Date     Condition        Report By
 MA0538  HISTORY     - 1959     MONUMENTED       CGS
 MA0538
 MA0538                          STATION DESCRIPTION
 MA0538
 MA0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA0538'10.8 MI SE FROM DU BOIS.
 MA0538'7.3 MILE SOUTH EAST OF THE CITY OF DU BOIS TO A Y JUNCTION OF
 MA0538'BLACKTOP ROADS AT THE NORTH WEST END OF THE CITY RESERVOIR THENCE
 MA0538'3.45 MILE NORTH ON BLACKTOP ROAD ON THE NORTH EAST SIDE OF THE
 MA0538'RESERVOIR, 35 FEET EAST OF THE CENTERLINE OF STATE ROAD 17092,
 MA0538'2 FEET SOUTH WEST OF A POWER LINE POLE, ABOVE THE LEVEL OF THE
 MA0538'ROAD.  PROJECTING ABOUT 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0153 ***********************************************************************
 MA0153  DESIGNATION -  J 23.82
 MA0153  PID         -  MA0153
 MA0153  STATE/COUNTY-  PA/CLEARFIELD
 MA0153  USGS QUAD   -  CLEARFIELD (1981)
 MA0153
 MA0153                         *CURRENT SURVEY CONTROL
 MA0153  ___________________________________________________________________
 MA0153* NAD 83(1986)-  41 00 53.     (N)    078 26 58.     (W)     SCALED    
 MA0153* NAVD 88     -       341.557  (meters)    1120.59   (feet)  ADJUSTED  
 MA0153  ___________________________________________________________________
 MA0153  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 MA0153  DYNAMIC HT  -         341.395 (meters)    1120.06  (feet)  COMP
 MA0153  MODELED GRAV-     980,140.1   (mgal)                       NAVD 88
 MA0153
 MA0153  VERT ORDER  -  FIRST     CLASS I
 MA0153
 MA0153.The horizontal coordinates were scaled from a topographic map and have
 MA0153.an estimated accuracy of +/- 6 seconds.
 MA0153
 MA0153.The orthometric height was determined by differential leveling
 MA0153.and adjusted by the National Geodetic Survey in June 1991..
 MA0153
 MA0153.The geoid height was determined by GEOID03.
 MA0153
 MA0153.The dynamic height is computed by dividing the NAVD 88
 MA0153.geopotential number by the normal gravity value computed on the
 MA0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0153.degrees latitude (g = 980.6199 gals.).
 MA0153
 MA0153.The modeled gravity was interpolated from observed gravity values.
 MA0153
 MA0153;                    North         East    Units  Estimated Accuracy
 MA0153;SPC PA N     -    94,420.      541,170.      MT  (+/- 180 meters Scaled)
 MA0153
 MA0153                          SUPERSEDED SURVEY CONTROL
 MA0153
 MA0153  NGVD 29 (??/??/92)  341.721  (m)         1121.13   (f) ADJ UNCH    1 1
 MA0153
 MA0153.Superseded values are not recommended for survey control.
 MA0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0153.See file dsdata.txt to determine how the superseded data were derived.
 MA0153
 MA0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF144435(NAD 83)
 MA0153_MARKER: DD = SURVEY DISK
 MA0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0153_SP_SET: CULVERT
 MA0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0153
 MA0153  HISTORY     - Date     Condition        Report By
 MA0153  HISTORY     - UNK      MONUMENTED       BORR
 MA0153  HISTORY     - 1966     GOOD             NGS
 MA0153
 MA0153                          STATION DESCRIPTION
 MA0153
 MA0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MA0153'1.2 MI SW FROM CLEARFIELD.
 MA0153'ABOUT 0.25 MILE SOUTH ALONG SOUTH 2ND STREET FROM THE POST OFFICE
 MA0153'AT CLEARFIELD, THENCE 0.3 MILE WEST ALONG EAST MARKET STREET,
 MA0153'THENCE 0.7 MILE SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD,
 MA0153'7 TELEPHONE POLES WEST OF MILEPOST 24, 7 1/2 FEET NORTH OF THE
 MA0153'NORTH RAIL OF THE MAIN TRACK, SET IN THE CENTER OF THE TOP OF THE
 MA0153'NORTH CONCRETE HEAD WALL OF A CULVERT, ABOUT 2 1/2 FEET BELOW
 MA0153'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0270 ***********************************************************************
 MA0270  DESIGNATION -  J 239
 MA0270  PID         -  MA0270
 MA0270  STATE/COUNTY-  PA/CLEARFIELD
 MA0270  USGS QUAD   -  LECONTES MILLS (1986)
 MA0270
 MA0270                         *CURRENT SURVEY CONTROL
 MA0270  ___________________________________________________________________
 MA0270* NAD 83(1986)-  41 01 23.     (N)    078 21 52.     (W)     SCALED    
 MA0270* NAVD 88     -       430.736  (meters)    1413.17   (feet)  ADJUSTED  
 MA0270  ___________________________________________________________________
 MA0270  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 MA0270  DYNAMIC HT  -         430.522 (meters)    1412.47  (feet)  COMP
 MA0270  MODELED GRAV-     980,113.6   (mgal)                       NAVD 88
 MA0270
 MA0270  VERT ORDER  -  SECOND    CLASS 0
 MA0270
 MA0270.The horizontal coordinates were scaled from a topographic map and have
 MA0270.an estimated accuracy of +/- 6 seconds.
 MA0270
 MA0270.The orthometric height was determined by differential leveling
 MA0270.and adjusted by the National Geodetic Survey in June 1991..
 MA0270
 MA0270.The geoid height was determined by GEOID03.
 MA0270
 MA0270.The dynamic height is computed by dividing the NAVD 88
 MA0270.geopotential number by the normal gravity value computed on the
 MA0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0270.degrees latitude (g = 980.6199 gals.).
 MA0270
 MA0270.The modeled gravity was interpolated from observed gravity values.
 MA0270
 MA0270;                    North         East    Units  Estimated Accuracy
 MA0270;SPC PA N     -    95,290.      548,320.      MT  (+/- 180 meters Scaled)
 MA0270
 MA0270                          SUPERSEDED SURVEY CONTROL
 MA0270
 MA0270  NGVD 29 (??/??/92)  430.883  (m)         1413.66   (f) ADJ UNCH    2 0
 MA0270
 MA0270.Superseded values are not recommended for survey control.
 MA0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0270.See file dsdata.txt to determine how the superseded data were derived.
 MA0270
 MA0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF215446(NAD 83)
 MA0270_MARKER: DB = BENCH MARK DISK
 MA0270_SETTING: 66 = SET IN ROCK OUTCROP
 MA0270_SP_SET: ROCK SHELF
 MA0270_STAMPING: J 239 1959
 MA0270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA0270+STABILITY: POSITION/ELEVATION WELL
 MA0270
 MA0270  HISTORY     - Date     Condition        Report By
 MA0270  HISTORY     - 1959     MONUMENTED       CGS
 MA0270
 MA0270                          STATION DESCRIPTION
 MA0270
 MA0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA0270'7 MI SE FROM CLEARFIELD.
 MA0270'4.0 MILE SOUTH EAST ALONG U.S. 322 FROM THE POST OFFICE IN CLEARFIELD,
 MA0270'THENCE 2.2 MILE EAST ON COUNTY ROAD 17053 THENCE 0.2 MILE
 MA0270'NORTH ON GRAVEL ROAD THENCE 0.55 MILE WEST ON A GRAVEL ROAD, SET
 MA0270'HORIZONTAL IN A SHELF ROCK IN THE GRAVEL ROAD ON THE SOUTH WEST
 MA0270'SIDE OF THE ROAD IN THE DITCH, 12 FEET SOUTH WEST OF THE CENTERLINE
 MA0270'OF THE ROAD, ABOUT LEVEL WITH THE ROAD-- ALSO-- 0.2 MILE WEST
 MA0270'OF A BRICK BUILDING (COAL COMPANY OFFICES).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0719 ***********************************************************************
 KX0719  DESIGNATION -  J 24
 KX0719  PID         -  KX0719
 KX0719  STATE/COUNTY-  PA/CAMBRIA
 KX0719  USGS QUAD   -  CARROLLTOWN (1972)
 KX0719
 KX0719                         *CURRENT SURVEY CONTROL
 KX0719  ___________________________________________________________________
 KX0719* NAD 83(1986)-  40 33 55.     (N)    078 39 18.     (W)     SCALED    
 KX0719* NAVD 88     -       539.730  (meters)    1770.76   (feet)  ADJUSTED  
 KX0719  ___________________________________________________________________
 KX0719  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KX0719  DYNAMIC HT  -         539.431 (meters)    1769.78  (feet)  COMP
 KX0719  MODELED GRAV-     980,054.5   (mgal)                       NAVD 88
 KX0719
 KX0719  VERT ORDER  -  SECOND    CLASS 0
 KX0719
 KX0719.The horizontal coordinates were scaled from a topographic map and have
 KX0719.an estimated accuracy of +/- 6 seconds.
 KX0719
 KX0719.The orthometric height was determined by differential leveling
 KX0719.and adjusted by the National Geodetic Survey in June 1991..
 KX0719
 KX0719.The geoid height was determined by GEOID03.
 KX0719
 KX0719.The dynamic height is computed by dividing the NAVD 88
 KX0719.geopotential number by the normal gravity value computed on the
 KX0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0719.degrees latitude (g = 980.6199 gals.).
 KX0719
 KX0719.The modeled gravity was interpolated from observed gravity values.
 KX0719
 KX0719;                    North         East    Units  Estimated Accuracy
 KX0719;SPC PA S     -   137,180.      523,360.      MT  (+/- 180 meters Scaled)
 KX0719
 KX0719                          SUPERSEDED SURVEY CONTROL
 KX0719
 KX0719  NGVD 29 (??/??/92)  539.839  (m)         1771.12   (f) ADJ UNCH    2 0
 KX0719
 KX0719.Superseded values are not recommended for survey control.
 KX0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0719.See file dsdata.txt to determine how the superseded data were derived.
 KX0719
 KX0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE985931(NAD 83)
 KX0719_MARKER: DB = BENCH MARK DISK
 KX0719_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0719_SP_SET: ABUTMENT
 KX0719_STAMPING: J 24 1934
 KX0719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0719
 KX0719  HISTORY     - Date     Condition        Report By
 KX0719  HISTORY     - 1934     MONUMENTED       CGS
 KX0719
 KX0719                          STATION DESCRIPTION
 KX0719
 KX0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KX0719'5.4 MI S FROM PATTON.
 KX0719'5.4 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM PATTON,
 KX0719'CAMBRIA COUNTY, 720 FEET NORTH OF MILEPOST 13, AT BRIDGE 12.74,
 KX0719'IN THE TOP OF THE WEST SIDE OF THE NORTH ABUTMENT, 4 FEET WEST OF
 KX0719'THE WEST RAIL, AND ABOUT 4 FEET LOWER THAN THE TOP OF THE RAIL.
 KX0719'A STANDARD DISK, STAMPED J 24 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1327 ***********************************************************************
 LZ1327  DESIGNATION -  J 240
 LZ1327  PID         -  LZ1327
 LZ1327  STATE/COUNTY-  PA/CENTRE
 LZ1327  USGS QUAD   -  SNOW SHOE (1996)
 LZ1327
 LZ1327                         *CURRENT SURVEY CONTROL
 LZ1327  ___________________________________________________________________
 LZ1327* NAD 83(1986)-  41 01 31.     (N)    077 59 04.     (W)     SCALED    
 LZ1327* NAVD 88     -       466.094  (meters)    1529.18   (feet)  ADJUSTED  
 LZ1327  ___________________________________________________________________
 LZ1327  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 LZ1327  DYNAMIC HT  -         465.858 (meters)    1528.40  (feet)  COMP
 LZ1327  MODELED GRAV-     980,103.6   (mgal)                       NAVD 88
 LZ1327
 LZ1327  VERT ORDER  -  SECOND    CLASS 0
 LZ1327
 LZ1327.The horizontal coordinates were scaled from a topographic map and have
 LZ1327.an estimated accuracy of +/- 6 seconds.
 LZ1327
 LZ1327.The orthometric height was determined by differential leveling
 LZ1327.and adjusted by the National Geodetic Survey in June 1991..
 LZ1327
 LZ1327.The geoid height was determined by GEOID03.
 LZ1327
 LZ1327.The dynamic height is computed by dividing the NAVD 88
 LZ1327.geopotential number by the normal gravity value computed on the
 LZ1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1327.degrees latitude (g = 980.6199 gals.).
 LZ1327
 LZ1327.The modeled gravity was interpolated from observed gravity values.
 LZ1327
 LZ1327;                    North         East    Units  Estimated Accuracy
 LZ1327;SPC PA N     -    95,380.      580,280.      MT  (+/- 180 meters Scaled)
 LZ1327
 LZ1327                          SUPERSEDED SURVEY CONTROL
 LZ1327
 LZ1327  NGVD 29 (??/??/92)  466.248  (m)         1529.68   (f) ADJ UNCH    2 0
 LZ1327
 LZ1327.Superseded values are not recommended for survey control.
 LZ1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1327.See file dsdata.txt to determine how the superseded data were derived.
 LZ1327
 LZ1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL490458(NAD 83)
 LZ1327_MARKER: DB = BENCH MARK DISK
 LZ1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1327_STAMPING: J 240 1959
 LZ1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1327+STABILITY: SURFACE MOTION
 LZ1327
 LZ1327  HISTORY     - Date     Condition        Report By
 LZ1327  HISTORY     - 1959     MONUMENTED       CGS
 LZ1327
 LZ1327                          STATION DESCRIPTION
 LZ1327
 LZ1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LZ1327'3.2 MI NW FROM SNOW SHOE.
 LZ1327'2.3 MILE NORTH WEST ALONG STATE HY. 53 FROM THE METHODIST CHURCH
 LZ1327'IN SNOW SHOE THENCE 0.9 MILE SOUTH WEST ON THE NYC RAILROAD, SET
 LZ1327'AT A ROAD AND RAILROAD CROSSING, 26 FEET SOUTH OF THE SOUTH RAIL,
 LZ1327'35 FEET WEST OF THE CENTERLINE OF THE ROAD, PROJECTING ABOUT 3
 LZ1327'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0242 ***********************************************************************
 MA0242  DESIGNATION -  J 241
 MA0242  PID         -  MA0242
 MA0242  STATE/COUNTY-  PA/CLEARFIELD
 MA0242  USGS QUAD   -  CLEARFIELD (1981)
 MA0242
 MA0242                         *CURRENT SURVEY CONTROL
 MA0242  ___________________________________________________________________
 MA0242* NAD 83(1986)-  41 01 32.     (N)    078 23 21.     (W)     SCALED    
 MA0242* NAVD 88     -       340.958  (meters)    1118.63   (feet)  ADJUSTED  
 MA0242  ___________________________________________________________________
 MA0242  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 MA0242  DYNAMIC HT  -         340.793 (meters)    1118.09  (feet)  COMP
 MA0242  MODELED GRAV-     980,130.1   (mgal)                       NAVD 88
 MA0242
 MA0242  VERT ORDER  -  SECOND    CLASS 0
 MA0242
 MA0242.The horizontal coordinates were scaled from a topographic map and have
 MA0242.an estimated accuracy of +/- 6 seconds.
 MA0242
 MA0242.The orthometric height was determined by differential leveling
 MA0242.and adjusted by the National Geodetic Survey in June 1991..
 MA0242
 MA0242.The geoid height was determined by GEOID03.
 MA0242
 MA0242.The dynamic height is computed by dividing the NAVD 88
 MA0242.geopotential number by the normal gravity value computed on the
 MA0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0242.degrees latitude (g = 980.6199 gals.).
 MA0242
 MA0242.The modeled gravity was interpolated from observed gravity values.
 MA0242
 MA0242;                    North         East    Units  Estimated Accuracy
 MA0242;SPC PA N     -    95,580.      546,250.      MT  (+/- 180 meters Scaled)
 MA0242
 MA0242                          SUPERSEDED SURVEY CONTROL
 MA0242
 MA0242  NGVD 29 (??/??/92)  341.11   (m)         1119.1    (f) COMPUTED    2 0
 MA0242
 MA0242.Superseded values are not recommended for survey control.
 MA0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0242.See file dsdata.txt to determine how the superseded data were derived.
 MA0242
 MA0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF195448(NAD 83)
 MA0242_MARKER: DB = BENCH MARK DISK
 MA0242_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0242_SP_SET: TUNNEL RETAINING WALL
 MA0242_STAMPING: J 241 1959
 MA0242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0242
 MA0242  HISTORY     - Date     Condition        Report By
 MA0242  HISTORY     - 1959     MONUMENTED       CGS
 MA0242  HISTORY     - 1977     GOOD             PADT
 MA0242
 MA0242                          STATION DESCRIPTION
 MA0242
 MA0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA0242'3 MI NE FROM CLEARFIELD.
 MA0242'3 MILE NORTHEAST ALONG THE NEW YORK CENTRAL RR FROM THE RAILROAD
 MA0242'STATION AT CLEARFIELD AT THE WEST END OF THE FULTON TUNNEL,
 MA0242'70 FEET EAST OF MILE POST C3, 6 FEET SOUTH OF THE CENTERLINE OF
 MA0242'THE TRACK AND SET VERTICAL IN THE SOUTH RETAINING WALL FOR THE
 MA0242'WEST ENTRANCE TO THE TUNNEL AND ABOUT 3 FEET ABOVE THE TRACK.
 MA0242
 MA0242                          STATION RECOVERY (1977)
 MA0242
 MA0242'RECOVERY NOTE BY PA DEPT OF TRANSP 1977
 MA0242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0986 ***********************************************************************
 LZ0986  DESIGNATION -  J 242
 LZ0986  PID         -  LZ0986
 LZ0986  STATE/COUNTY-  PA/CLINTON
 LZ0986  USGS QUAD   -  LOGANTON (1983)
 LZ0986
 LZ0986                         *CURRENT SURVEY CONTROL
 LZ0986  ___________________________________________________________________
 LZ0986* NAD 83(1986)-  41 02 12.     (N)    077 17 11.     (W)     SCALED    
 LZ0986* NAVD 88     -       390.644  (meters)    1281.64   (feet)  ADJUSTED  
 LZ0986  ___________________________________________________________________
 LZ0986  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LZ0986  DYNAMIC HT  -         390.454 (meters)    1281.01  (feet)  COMP
 LZ0986  MODELED GRAV-     980,126.7   (mgal)                       NAVD 88
 LZ0986
 LZ0986  VERT ORDER  -  SECOND    CLASS 0
 LZ0986
 LZ0986.The horizontal coordinates were scaled from a topographic map and have
 LZ0986.an estimated accuracy of +/- 6 seconds.
 LZ0986
 LZ0986.The orthometric height was determined by differential leveling
 LZ0986.and adjusted by the National Geodetic Survey in June 1991..
 LZ0986
 LZ0986.The geoid height was determined by GEOID03.
 LZ0986
 LZ0986.The dynamic height is computed by dividing the NAVD 88
 LZ0986.geopotential number by the normal gravity value computed on the
 LZ0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0986.degrees latitude (g = 980.6199 gals.).
 LZ0986
 LZ0986.The modeled gravity was interpolated from observed gravity values.
 LZ0986
 LZ0986;                    North         East    Units  Estimated Accuracy
 LZ0986;SPC PA N     -    96,720.      638,980.      MT  (+/- 180 meters Scaled)
 LZ0986
 LZ0986                          SUPERSEDED SURVEY CONTROL
 LZ0986
 LZ0986  NGVD 29 (??/??/92)  390.835  (m)         1282.26   (f) ADJ UNCH    2 0
 LZ0986
 LZ0986.Superseded values are not recommended for survey control.
 LZ0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0986.See file dsdata.txt to determine how the superseded data were derived.
 LZ0986
 LZ0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL078453(NAD 83)
 LZ0986_MARKER: DB = BENCH MARK DISK
 LZ0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0986_STAMPING: J 242 1960
 LZ0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0986+STABILITY: SURFACE MOTION
 LZ0986
 LZ0986  HISTORY     - Date     Condition        Report By
 LZ0986  HISTORY     - 1960     MONUMENTED       CGS
 LZ0986
 LZ0986                          STATION DESCRIPTION
 LZ0986
 LZ0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LZ0986'1 MI E FROM LOGANTON.
 LZ0986'1.0 MILE EAST ALONG STATE HIGHWAY 880 FROM THE ALBRIGHT
 LZ0986'EVANGELICAL UNITED BRETHREN CHURCH AT LOGANTON, 1.0 MILE WEST
 LZ0986'OF BENCH MARK R 242, 63 FEET SOUTH OF THE CENTERLINE OF THE
 LZ0986'HIGHWAY, 51 FEET NORTH OF POLE NO. J-6350, 21 FEET SOUTHEAST
 LZ0986'OF A POWER PLANT SUBSTATION FENCE, 12 FEET SOUTHEAST OF POLE
 LZ0986'NO. J-6351, 4 FEET EAST OF POLE NO. J-6352, AND 2 FEET BELOW
 LZ0986'THE LEVEL OF THE ROAD.  A COAST AND GEODETIC SURVEY BENCH-MARK
 LZ0986'DISK, STAMPED J 242 1960 AND SET IN THE TOP OF A CONCRETE POST
 LZ0986'PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2425 ***********************************************************************
 KW2425  DESIGNATION -  J 243
 KW2425  PID         -  KW2425
 KW2425  STATE/COUNTY-  PA/CENTRE
 KW2425  USGS QUAD   -  MINGOVILLE (1983)
 KW2425
 KW2425                         *CURRENT SURVEY CONTROL
 KW2425  ___________________________________________________________________
 KW2425* NAD 83(1986)-  40 59 18.     (N)    077 38 19.     (W)     SCALED    
 KW2425* NAVD 88     -       272.971  (meters)     895.57   (feet)  ADJUSTED  
 KW2425  ___________________________________________________________________
 KW2425  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KW2425  DYNAMIC HT  -         272.842 (meters)     895.15  (feet)  COMP
 KW2425  MODELED GRAV-     980,148.0   (mgal)                       NAVD 88
 KW2425
 KW2425  VERT ORDER  -  SECOND    CLASS 0
 KW2425
 KW2425.The horizontal coordinates were scaled from a topographic map and have
 KW2425.an estimated accuracy of +/- 6 seconds.
 KW2425
 KW2425.The orthometric height was determined by differential leveling
 KW2425.and adjusted by the National Geodetic Survey in June 1991..
 KW2425
 KW2425.The geoid height was determined by GEOID03.
 KW2425
 KW2425.The dynamic height is computed by dividing the NAVD 88
 KW2425.geopotential number by the normal gravity value computed on the
 KW2425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2425.degrees latitude (g = 980.6199 gals.).
 KW2425
 KW2425.The modeled gravity was interpolated from observed gravity values.
 KW2425
 KW2425;                    North         East    Units  Estimated Accuracy
 KW2425;SPC PA N     -    91,260.      609,370.      MT  (+/- 180 meters Scaled)
 KW2425
 KW2425                          SUPERSEDED SURVEY CONTROL
 KW2425
 KW2425  NGVD 29 (??/??/??)  273.174  (m)          896.24   (f) ADJUSTED    2 0
 KW2425
 KW2425.Superseded values are not recommended for survey control.
 KW2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2425.See file dsdata.txt to determine how the superseded data were derived.
 KW2425
 KW2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL780408(NAD 83)
 KW2425_MARKER: DB = BENCH MARK DISK
 KW2425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2425_STAMPING: J 243 1960
 KW2425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2425+STABILITY: SURFACE MOTION
 KW2425
 KW2425  HISTORY     - Date     Condition        Report By
 KW2425  HISTORY     - 1960     MONUMENTED       CGS
 KW2425
 KW2425                          STATION DESCRIPTION
 KW2425
 KW2425'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2425'0.4 MI SW FROM JACKSONVILLE.
 KW2425'0.4 MILE SOUTHWEST ALONG COUNTY ROAD 14028 FROM THE EMANUEL
 KW2425'UNITED CHURCH OF CHRIST AT JACKSONVILLE, 134 FEET WEST OF THE
 KW2425'INTERSECTION OF THE ROAD AND STATE HIGHWAY 445, 114 FEET
 KW2425'SOUTHWEST OF POWER POLE NO. 12, 17 FEET SOUTHEAST OF THE
 KW2425'CENTERLINE OF THE ROAD, 3 FEET NORTHWEST OF POLE NO. 1, AND
 KW2425'ABOUT LEVEL WITH THE HIGHWAY.  A COAST AND GEODETIC SURVEY
 KW2425'BENCH-MARK DISK, STAMPED J 243 1960 AND SET IN THE TOP OF A
 KW2425'CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.  NOTE-- THIS
 KW2425'BENCH MARK IS 1.0 MILE NORTH OF BENCH MARK H 243.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1006 ***********************************************************************
 LZ1006  DESIGNATION -  J 244
 LZ1006  PID         -  LZ1006
 LZ1006  STATE/COUNTY-  PA/LYCOMING
 LZ1006  USGS QUAD   -  LINDEN (1973)
 LZ1006
 LZ1006                         *CURRENT SURVEY CONTROL
 LZ1006  ___________________________________________________________________
 LZ1006* NAD 83(1986)-  41 08 19.     (N)    077 13 43.     (W)     SCALED    
 LZ1006* NAVD 88     -       228.577  (meters)     749.92   (feet)  ADJUSTED  
 LZ1006  ___________________________________________________________________
 LZ1006  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 LZ1006  DYNAMIC HT  -         228.473 (meters)     749.58  (feet)  COMP
 LZ1006  MODELED GRAV-     980,166.8   (mgal)                       NAVD 88
 LZ1006
 LZ1006  VERT ORDER  -  SECOND    CLASS 0
 LZ1006
 LZ1006.The horizontal coordinates were scaled from a topographic map and have
 LZ1006.an estimated accuracy of +/- 6 seconds.
 LZ1006
 LZ1006.The orthometric height was determined by differential leveling
 LZ1006.and adjusted by the National Geodetic Survey in June 1991..
 LZ1006
 LZ1006.The geoid height was determined by GEOID03.
 LZ1006
 LZ1006.The dynamic height is computed by dividing the NAVD 88
 LZ1006.geopotential number by the normal gravity value computed on the
 LZ1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1006.degrees latitude (g = 980.6199 gals.).
 LZ1006
 LZ1006.The modeled gravity was interpolated from observed gravity values.
 LZ1006
 LZ1006;                    North         East    Units  Estimated Accuracy
 LZ1006;SPC PA N     -   108,070.      643,770.      MT  (+/- 180 meters Scaled)
 LZ1006
 LZ1006                          SUPERSEDED SURVEY CONTROL
 LZ1006
 LZ1006  NGVD 29 (??/??/92)  228.782  (m)          750.60   (f) ADJ UNCH    2 0
 LZ1006
 LZ1006.Superseded values are not recommended for survey control.
 LZ1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1006.See file dsdata.txt to determine how the superseded data were derived.
 LZ1006
 LZ1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL129565(NAD 83)
 LZ1006_MARKER: DB = BENCH MARK DISK
 LZ1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1006_STAMPING: J 244 1960
 LZ1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1006+STABILITY: SURFACE MOTION
 LZ1006
 LZ1006  HISTORY     - Date     Condition        Report By
 LZ1006  HISTORY     - 1960     MONUMENTED       CGS
 LZ1006
 LZ1006                          STATION DESCRIPTION
 LZ1006
 LZ1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LZ1006'4.4 MI SW FROM ANTES FORT.
 LZ1006'ABOUT 0.4 MILE SOUTHWEST ALONG A BLACKTOP ROAD FROM THE DEPOT
 LZ1006'AT ANTES FORT, THENCE 2.05 MILE SOUTHEAST ON STATE HIGHWAYS
 LZ1006'880 AND 44, THENCE 2.0 MILE SOUTHWEST ALONG STATE HIGHWAY
 LZ1006'880, 80 FEET NORTH OF THE CENTERLINE OF A BLACKTOP ROAD EAST,
 LZ1006'218 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM THE SOUTHEAST
 LZ1006'CORNER OF A CEMETERY, 120 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 LZ1006'THE ST. JAMES LUTHERAN CHURCH, 3 FEET SOUTH OF A LIGHT POLE WHICH HAS
 LZ1006'LIGHT FOR CHURCH PARKING AREA ON IT, 30 FEET EAST OF THE CENTERLINE
 LZ1006'OF STATE HIGHWAY 880, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY
 LZ1006'AND FLUSH WITH THE GROUND A DISK SET IN A CONCRETE POST, ALSO
 LZ1006'0.35 MILE NORTHEAST OF THE COUNTY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0436 ***********************************************************************
 MB0436  CBN         -  This is a Cooperative Base Network Control Station.
 MB0436  DESIGNATION -  J 245
 MB0436  PID         -  MB0436
 MB0436  STATE/COUNTY-  PA/MERCER
 MB0436  USGS QUAD   -  HADLEY (1977)
 MB0436
 MB0436                         *CURRENT SURVEY CONTROL
 MB0436  ___________________________________________________________________
 MB0436* NAD 83(1992)-  41 22 43.10266(N)    080 09 17.58634(W)     ADJUSTED  
 MB0436* NAVD 88     -       395.553  (meters)    1297.74   (feet)  ADJUSTED  
 MB0436  ___________________________________________________________________
 MB0436  X           -     819,561.935 (meters)                     COMP
 MB0436  Y           -  -4,722,583.925 (meters)                     COMP
 MB0436  Z           -   4,194,307.278 (meters)                     COMP
 MB0436  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 MB0436  ELLIP HEIGHT-         362.05  (meters)          (03/28/01) GPS OBS
 MB0436  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 MB0436  DYNAMIC HT  -         395.382 (meters)    1297.18  (feet)  COMP
 MB0436  MODELED GRAV-     980,178.3   (mgal)                       NAVD 88
 MB0436
 MB0436  HORZ ORDER  -  A
 MB0436  VERT ORDER  -  SECOND    CLASS 0
 MB0436  ELLP ORDER  -  THIRD     CLASS II
 MB0436
 MB0436.The horizontal coordinates were established by GPS observations
 MB0436.and adjusted by the National Geodetic Survey in March 2001..
 MB0436
 MB0436.The orthometric height was determined by differential leveling
 MB0436.and adjusted by the National Geodetic Survey in June 1991..
 MB0436
 MB0436.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MB0436
 MB0436.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB0436
 MB0436.The ellipsoidal height was determined by GPS observations
 MB0436.and is referenced to NAD 83.
 MB0436
 MB0436.The geoid height was determined by GEOID03.
 MB0436
 MB0436.The dynamic height is computed by dividing the NAVD 88
 MB0436.geopotential number by the normal gravity value computed on the
 MB0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0436.degrees latitude (g = 980.6199 gals.).
 MB0436
 MB0436.The modeled gravity was interpolated from observed gravity values.
 MB0436
 MB0436;                    North         East     Units Scale Factor Converg.
 MB0436;SPC PA N     -   137,386.825   398,861.373   MT  0.99995707   -1 35 27.3
 MB0436;SPC PA N     -   450,743.28  1,308,597.69   sFT  0.99995707   -1 35 27.3
 MB0436;UTM  17      - 4,581,135.565   570,667.484   MT  0.99966146   +0 33 31.2
 MB0436
 MB0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB0436!SPC PA N     -   0.99994321  x   0.99995707  =   0.99990029
 MB0436!UTM  17      -   0.99994321  x   0.99966146  =   0.99960469
 MB0436
 MB0436                          SUPERSEDED SURVEY CONTROL
 MB0436
 MB0436  NAVD 88 (03/28/01)  395.55   (m)         1297.7    (f) LEVELING    3  
 MB0436  NGVD 29 (??/??/92)  395.711  (m)         1298.26   (f) ADJ UNCH    2 0
 MB0436
 MB0436.Superseded values are not recommended for survey control.
 MB0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0436.See file dsdata.txt to determine how the superseded data were derived.
 MB0436
 MB0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF7066781136(NAD 83)
 MB0436_MARKER: DB = BENCH MARK DISK
 MB0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0436_STAMPING: J 245 1960
 MB0436_MARK LOGO: CGS   
 MB0436_PROJECTION: FLUSH
 MB0436_MAGNETIC: N = NO MAGNETIC MATERIAL
 MB0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0436+STABILITY: SURFACE MOTION
 MB0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MB0436+SATELLITE: SATELLITE OBSERVATIONS - 2003
 MB0436
 MB0436  HISTORY     - Date     Condition        Report By
 MB0436  HISTORY     - 1960     MONUMENTED       CGS
 MB0436  HISTORY     - 20000505 GOOD             PADT
 MB0436  HISTORY     - 2003     GOOD             PADT
 MB0436
 MB0436                          STATION DESCRIPTION
 MB0436
 MB0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MB0436'2.1 MI SE FROM CLARKS MILLS.
 MB0436'ABOUT 1.8 MILE EAST ALONG U.S. ALT. 322 FROM THE POST OFFICE IN
 MB0436'CLARKS MILLS TO A GRAVEL ROAD SOUTH THENCE 0.3 MILE SOUTH ON
 MB0436'GRAVEL ROAD, 16 FEET WEST OF THE CENTERLINE OF THE GRAVEL ROAD,
 MB0436'5 FEET OF TELEPHONE POLE NO. 25, 19 FEET NORTH OF THE CENTERLINE
 MB0436'OF DRIVEWAY LEADING TO THE HOME OF MR. C.E. HENDERSON, STANDARD
 MB0436'BENCH MARK DISK SET IN TOP OF CONCRETE POST.
 MB0436
 MB0436                          STATION RECOVERY (2000)
 MB0436
 MB0436'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (JAW)
 MB0436'RECOVERED IN GOOD CONDITION.
 MB0436
 MB0436                          STATION RECOVERY (2003)
 MB0436
 MB0436'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (CIH)
 MB0436'THE STATION IS LOCATED ABOUT 1.5 MI SOUTHEAST OF CLARKS MILLS ON
 MB0436'TOWNSHIP ROAD  RIGHT-OF-WAY.
 MB0436' 
 MB0436'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 79 (EXIT 130) AND
 MB0436'STATE ROUTE 358 NEAR  CLARKS MILLS, GO EAST 0.4 MI ON ROUTE 358, THEN
 MB0436'SOUTH 0.3 MI ON BILLY BOYD RD (TOWNSHIP  ROAD 762) TO THE STATION ON
 MB0436'THE RIGHT (WEST) SIDE OF THE ROAD NEAR A UTILITY POLE.
 MB0436' 
 MB0436'THE STATION IS SET IN TOP OF A CONCRETE POST.  LOCATED 16 FT WEST OF
 MB0436'THE CENTERLINE OF  THE ROAD, 19 FT NORTH OF THE CENTER OF A GRAVEL
 MB0436'DRIVEWAY, AND 5 FT NORTH OF TELEPHONE  POLE NUMBER 798/37 6600/007.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1950 ***********************************************************************
 KW1950  DESIGNATION -  J 246
 KW1950  PID         -  KW1950
 KW1950  STATE/COUNTY-  PA/CUMBERLAND
 KW1950  USGS QUAD   -  WERTZVILLE (1987)
 KW1950
 KW1950                         *CURRENT SURVEY CONTROL
 KW1950  ___________________________________________________________________
 KW1950* NAD 83(1986)-  40 16 17.     (N)    077 05 12.     (W)     SCALED    
 KW1950* NAVD 88     -       137.296  (meters)     450.45   (feet)  ADJUSTED  
 KW1950  ___________________________________________________________________
 KW1950  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 KW1950  DYNAMIC HT  -         137.227 (meters)     450.22  (feet)  COMP
 KW1950  MODELED GRAV-     980,124.7   (mgal)                       NAVD 88
 KW1950
 KW1950  VERT ORDER  -  SECOND    CLASS 0
 KW1950
 KW1950.The horizontal coordinates were scaled from a topographic map and have
 KW1950.an estimated accuracy of +/- 6 seconds.
 KW1950
 KW1950.The orthometric height was determined by differential leveling
 KW1950.and adjusted by the National Geodetic Survey in June 1991..
 KW1950
 KW1950.The geoid height was determined by GEOID03.
 KW1950
 KW1950.The dynamic height is computed by dividing the NAVD 88
 KW1950.geopotential number by the normal gravity value computed on the
 KW1950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1950.degrees latitude (g = 980.6199 gals.).
 KW1950
 KW1950.The modeled gravity was interpolated from observed gravity values.
 KW1950
 KW1950;                    North         East    Units  Estimated Accuracy
 KW1950;SPC PA S     -   104,370.      656,420.      MT  (+/- 180 meters Scaled)
 KW1950
 KW1950                          SUPERSEDED SURVEY CONTROL
 KW1950
 KW1950  NGVD 29 (??/??/??)  137.509  (m)          451.14   (f) ADJUSTED    2 0
 KW1950
 KW1950.Superseded values are not recommended for survey control.
 KW1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1950.See file dsdata.txt to determine how the superseded data were derived.
 KW1950
 KW1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK225599(NAD 83)
 KW1950_MARKER: DB = BENCH MARK DISK
 KW1950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1950_STAMPING: J 2 46 1960
 KW1950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1950+STABILITY: SURFACE MOTION
 KW1950
 KW1950  HISTORY     - Date     Condition        Report By
 KW1950  HISTORY     - 1960     MONUMENTED       CGS
 KW1950
 KW1950                          STATION DESCRIPTION
 KW1950
 KW1950'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1950'3.1 MI NE FROM NEW KINGSTOWN.
 KW1950'ABOUT 0.4 MILE EAST ALONG U.S. HIGHWAY 11 FROM THE EVANGELICAL
 KW1950'CHURCH AT NEW KINGSTOWN, THENCE 0.4 MILE NORTH ALONG AN ASPHALT
 KW1950'ROAD, THENCE 2.3 MILES NORTHEAST ALONG AN ASPHALT ROAD, 0.9 MILE
 KW1950'NORTH OF THE COVERED BRIDGE OVER CONODOGUINET CREEK, NEAR THE T
 KW1950'JUNCTION OF A GRAVEL ROAD LEADING EAST, 116 FEET SOUTH OF THE
 KW1950'CENTER OF THE JUNCTION, 16 FEET WEST OF THE CENTER LINE OF THE
 KW1950'ROAD, 63 FEET SOUTH OF TELEPHONE POLE NO. 13, 29 FEET NORTH OF
 KW1950'THE WEST END OF AN 18-INCH PIPE CULVERT UNDER THE ASPHALT ROAD,
 KW1950'3 FEET EAST OF A 6-INCH WALNUT TREE, 5 FEET NORTHEAST OF A 6 INCH
 KW1950'BLACK LOCUST TREE, 1 FOOT ABOVE THE LEVEL OF THE ASPHALT ROAD AND
 KW1950'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 KW1950'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1225 ***********************************************************************
 KW1225  DESIGNATION -  J 247
 KW1225  PID         -  KW1225
 KW1225  STATE/COUNTY-  PA/DAUPHIN
 KW1225  USGS QUAD   -  HARRISBURG EAST (1987)
 KW1225
 KW1225                         *CURRENT SURVEY CONTROL
 KW1225  ___________________________________________________________________
 KW1225* NAD 83(1986)-  40 17 57.     (N)    076 50 45.     (W)     SCALED    
 KW1225* NAVD 88     -       136.123  (meters)     446.60   (feet)  ADJUSTED  
 KW1225  ___________________________________________________________________
 KW1225  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 KW1225  DYNAMIC HT  -         136.055 (meters)     446.37  (feet)  COMP
 KW1225  MODELED GRAV-     980,122.6   (mgal)                       NAVD 88
 KW1225
 KW1225  VERT ORDER  -  SECOND    CLASS 0
 KW1225
 KW1225.The horizontal coordinates were scaled from a topographic map and have
 KW1225.an estimated accuracy of +/- 6 seconds.
 KW1225
 KW1225.The orthometric height was determined by differential leveling
 KW1225.and adjusted by the National Geodetic Survey in June 1991..
 KW1225
 KW1225.The geoid height was determined by GEOID03.
 KW1225
 KW1225.The dynamic height is computed by dividing the NAVD 88
 KW1225.geopotential number by the normal gravity value computed on the
 KW1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1225.degrees latitude (g = 980.6199 gals.).
 KW1225
 KW1225.The modeled gravity was interpolated from observed gravity values.
 KW1225
 KW1225;                    North         East    Units  Estimated Accuracy
 KW1225;SPC PA S     -   107,630.      676,870.      MT  (+/- 180 meters Scaled)
 KW1225
 KW1225                          SUPERSEDED SURVEY CONTROL
 KW1225
 KW1225  NGVD 29 (??/??/??)  136.336  (m)          447.30   (f) ADJUSTED    2 0
 KW1225
 KW1225.Superseded values are not recommended for survey control.
 KW1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1225.See file dsdata.txt to determine how the superseded data were derived.
 KW1225
 KW1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK431625(NAD 83)
 KW1225_MARKER: DB = BENCH MARK DISK
 KW1225_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1225_SP_SET: CATCH BASIN
 KW1225_STAMPING: J 247 1960
 KW1225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1225
 KW1225  HISTORY     - Date     Condition        Report By
 KW1225  HISTORY     - 1960     MONUMENTED       CGS
 KW1225  HISTORY     - 19950618 MARK NOT FOUND   USPSQD
 KW1225  HISTORY     - 20010108 MARK NOT FOUND   PADT
 KW1225
 KW1225                          STATION DESCRIPTION
 KW1225
 KW1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1225'1.4 MI NW FROM SHOOP.
 KW1225'ABOUT 0.3 MILE NORTH ALONG A CONNECTING ROAD (UNDER CONSTRUCTION
 KW1225'IN 1960) FROM THE INTERSECTION OF U.S. HIGHWAY 22, U.S. HIGHWAY
 KW1225'230 (BY-PASS) AND THE SHOOPS LUTHERAN CHURCH, THENCE 1.05 MILES
 KW1225'WEST ALONG ELMERTON AVENUE, 0.2 MILE WEST OF THE WEST END OF
 KW1225'THE LARGE SUSQUEHANNA TOWNSHIP SENIOR HIGH SCHOOL, AT THE
 KW1225'INTERSECTION OF ELMERTON AVENUE, 34TH STREET LEADING SOUTH
 KW1225'AND WINDING HILL DRIVE LEADING NORTH, ON THE TOP OF THE NORTH
 KW1225'END OF THE BACKWALL OF A LARGE CONCRETE CATCH BASIN, 46 FEET
 KW1225'NORTH OF THE CENTER LINE OF ELMERTON AVENUE, 28 FEET EAST OF
 KW1225'THE CENTER LINE OF WINDING HILL DRIVE, AND ABOVE 2 FEET ABOVE
 KW1225'THE LEVEL OF THE DRIVE.
 KW1225
 KW1225                          STATION RECOVERY (1995)
 KW1225
 KW1225'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW1225'MARK NOT FOUND.
 KW1225
 KW1225                          STATION RECOVERY (2001)
 KW1225
 KW1225'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (SMM)
 KW1225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1162 ***********************************************************************
 KW1162  DESIGNATION -  J 248
 KW1162  PID         -  KW1162
 KW1162  STATE/COUNTY-  PA/DAUPHIN
 KW1162  USGS QUAD   -  GRANTVILLE (1975)
 KW1162
 KW1162                         *CURRENT SURVEY CONTROL
 KW1162  ___________________________________________________________________
 KW1162* NAD 83(1986)-  40 22 37.     (N)    076 42 41.     (W)     SCALED    
 KW1162* NAVD 88     -       139.191  (meters)     456.66   (feet)  ADJUSTED  
 KW1162  ___________________________________________________________________
 KW1162  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 KW1162  DYNAMIC HT  -         139.121 (meters)     456.43  (feet)  COMP
 KW1162  MODELED GRAV-     980,114.7   (mgal)                       NAVD 88
 KW1162
 KW1162  VERT ORDER  -  SECOND    CLASS 0
 KW1162
 KW1162.The horizontal coordinates were scaled from a topographic map and have
 KW1162.an estimated accuracy of +/- 6 seconds.
 KW1162
 KW1162.The orthometric height was determined by differential leveling
 KW1162.and adjusted by the National Geodetic Survey in June 1991..
 KW1162
 KW1162.The geoid height was determined by GEOID03.
 KW1162
 KW1162.The dynamic height is computed by dividing the NAVD 88
 KW1162.geopotential number by the normal gravity value computed on the
 KW1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1162.degrees latitude (g = 980.6199 gals.).
 KW1162
 KW1162.The modeled gravity was interpolated from observed gravity values.
 KW1162
 KW1162;                    North         East    Units  Estimated Accuracy
 KW1162;SPC PA S     -   116,400.      688,200.      MT  (+/- 180 meters Scaled)
 KW1162
 KW1162                          SUPERSEDED SURVEY CONTROL
 KW1162
 KW1162  NGVD 29 (??/??/??)  139.400  (m)          457.35   (f) ADJUSTED    2 0
 KW1162
 KW1162.Superseded values are not recommended for survey control.
 KW1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1162.See file dsdata.txt to determine how the superseded data were derived.
 KW1162
 KW1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK547710(NAD 83)
 KW1162_MARKER: DB = BENCH MARK DISK
 KW1162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1162_SP_SET: ABUTMENT
 KW1162_STAMPING: J 248 1960
 KW1162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1162
 KW1162  HISTORY     - Date     Condition        Report By
 KW1162  HISTORY     - 1960     MONUMENTED       CGS
 KW1162  HISTORY     - 1971     GOOD             USGS
 KW1162  HISTORY     - 19950515 MARK NOT FOUND   USPSQD
 KW1162  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 KW1162
 KW1162                          STATION DESCRIPTION
 KW1162
 KW1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1162'1.4 MI S FROM MANADA GAP.
 KW1162'1.4 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE JUNCTION OF
 KW1162'STATE HIGHWAY 443 AT MANADA GAP, AT THE T JUNCTION OF AN GRAVEL
 KW1162'ROAD LEADING NORTHEAST, ON THE TOP OF THE SOUTH END OF THE
 KW1162'EAST CONCRETE ABUTMENT OF A WOODEN BRIDGE OVER MANADA CREEK,
 KW1162'103 FEET EAST OF THE CENTERLINE OF THE ASPHALT ROAD, 9 FEET
 KW1162'SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD AND ABOUT LEVEL
 KW1162'WITH THE BRIDGE FLOOR.
 KW1162
 KW1162                          STATION RECOVERY (1971)
 KW1162
 KW1162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KW1162'NEW BRIDGE WILL BE BUILT IN NEAR FUTURE, WHEN BRIDGE IS REPLACED,
 KW1162'MARK WILL BE DESTROYED.
 KW1162
 KW1162                          STATION RECOVERY (1995)
 KW1162
 KW1162'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW1162'MARK NOT FOUND.
 KW1162
 KW1162                          STATION RECOVERY (1997)
 KW1162
 KW1162'RECOVERY NOTE BY US POWER SQUADRON 1997
 KW1162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0238 ***********************************************************************
 KW0238  DESIGNATION -  J 249 PADH
 KW0238  PID         -  KW0238
 KW0238  STATE/COUNTY-  PA/SCHUYLKILL
 KW0238  USGS QUAD   -  PINE GROVE (1977)
 KW0238
 KW0238                         *CURRENT SURVEY CONTROL
 KW0238  ___________________________________________________________________
 KW0238* NAD 83(1986)-  40 32 03.     (N)    076 25 41.     (W)     SCALED    
 KW0238* NAVD 88     -       150.528  (meters)     493.86   (feet)  ADJUSTED  
 KW0238  ___________________________________________________________________
 KW0238  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 KW0238  DYNAMIC HT  -         150.454 (meters)     493.61  (feet)  COMP
 KW0238  MODELED GRAV-     980,132.4   (mgal)                       NAVD 88
 KW0238
 KW0238  VERT ORDER  -  SECOND    CLASS 0
 KW0238
 KW0238.The horizontal coordinates were scaled from a topographic map and have
 KW0238.an estimated accuracy of +/- 6 seconds.
 KW0238
 KW0238.The orthometric height was determined by differential leveling
 KW0238.and adjusted by the National Geodetic Survey in June 1991..
 KW0238
 KW0238.The geoid height was determined by GEOID03.
 KW0238
 KW0238.The dynamic height is computed by dividing the NAVD 88
 KW0238.geopotential number by the normal gravity value computed on the
 KW0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0238.degrees latitude (g = 980.6199 gals.).
 KW0238
 KW0238.The modeled gravity was interpolated from observed gravity values.
 KW0238
 KW0238;                    North         East    Units  Estimated Accuracy
 KW0238;SPC PA S     -   134,170.      711,990.      MT  (+/- 180 meters Scaled)
 KW0238
 KW0238                          SUPERSEDED SURVEY CONTROL
 KW0238
 KW0238  NGVD 29 (??/??/??)  150.732  (m)          494.53   (f) ADJUSTED    2 0
 KW0238
 KW0238.Superseded values are not recommended for survey control.
 KW0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0238.See file dsdata.txt to determine how the superseded data were derived.
 KW0238
 KW0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK790880(NAD 83)
 KW0238_MARKER: DD = SURVEY DISK
 KW0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0238_STAMPING: J 249
 KW0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0238+STABILITY: SURFACE MOTION
 KW0238
 KW0238  HISTORY     - Date     Condition        Report By
 KW0238  HISTORY     - UNK      MONUMENTED       PADH
 KW0238  HISTORY     - 1960     GOOD             CGS
 KW0238  HISTORY     - 1967     GOOD             CGS
 KW0238
 KW0238                          STATION DESCRIPTION
 KW0238
 KW0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0238'2.2 MI E FROM SUEDBERG.
 KW0238'ABOUT 2.15 MILES EAST ALONG STATE HIGHWAY 443 FROM THE BRIDGE
 KW0238'OVER MILL CREEK AT SUEDBERG, ON THE TOP OF THE SOUTHWEST CONCRETE
 KW0238'WINGWALL OF A 27 FEET LONG CONCRETE BRIDGE OVER A SMALL CREEK,
 KW0238'19 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 KW0238'LEVEL WITH THE HIGHWAY SURFACE.
 KW0238
 KW0238                          STATION RECOVERY (1967)
 KW0238
 KW0238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KW0238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0469 ***********************************************************************
 MB0469  DESIGNATION -  J 250
 MB0469  PID         -  MB0469
 MB0469  STATE/COUNTY-  PA/LAWRENCE
 MB0469  USGS QUAD   -  HARLANSBURG (1990)
 MB0469
 MB0469                         *CURRENT SURVEY CONTROL
 MB0469  ___________________________________________________________________
 MB0469* NAD 83(1986)-  41 03 12.     (N)    080 07 50.     (W)     SCALED    
 MB0469* NAVD 88     -       347.164  (meters)    1138.99   (feet)  ADJUSTED  
 MB0469  ___________________________________________________________________
 MB0469  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 MB0469  DYNAMIC HT  -         346.998 (meters)    1138.44  (feet)  COMP
 MB0469  MODELED GRAV-     980,137.0   (mgal)                       NAVD 88
 MB0469
 MB0469  VERT ORDER  -  SECOND    CLASS 0
 MB0469
 MB0469.The horizontal coordinates were scaled from a topographic map and have
 MB0469.an estimated accuracy of +/- 6 seconds.
 MB0469
 MB0469.The orthometric height was determined by differential leveling
 MB0469.and adjusted by the National Geodetic Survey in June 1991..
 MB0469
 MB0469.The geoid height was determined by GEOID03.
 MB0469
 MB0469.The dynamic height is computed by dividing the NAVD 88
 MB0469.geopotential number by the normal gravity value computed on the
 MB0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0469.degrees latitude (g = 980.6199 gals.).
 MB0469
 MB0469.The modeled gravity was interpolated from observed gravity values.
 MB0469
 MB0469;                    North         East    Units  Estimated Accuracy
 MB0469;SPC PA S     -   193,690.      399,890.      MT  (+/- 180 meters Scaled)
 MB0469
 MB0469                          SUPERSEDED SURVEY CONTROL
 MB0469
 MB0469  NGVD 29 (??/??/92)  347.297  (m)         1139.42   (f) ADJ UNCH    2 0
 MB0469
 MB0469.Superseded values are not recommended for survey control.
 MB0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0469.See file dsdata.txt to determine how the superseded data were derived.
 MB0469
 MB0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF730450(NAD 83)
 MB0469_MARKER: DB = BENCH MARK DISK
 MB0469_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0469_SP_SET: BRIDGE
 MB0469_STAMPING: J 250 1960
 MB0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0469
 MB0469  HISTORY     - Date     Condition        Report By
 MB0469  HISTORY     - 1960     MONUMENTED       CGS
 MB0469
 MB0469                          STATION DESCRIPTION
 MB0469
 MB0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MB0469'1.3 MI NW FROM MOORES CORNERS.
 MB0469'ABOUT 0.1 MILE NORTH ALONG COUNTY ROAD 37049 FROM THE JUNCTION
 MB0469'OF STATE HY. 488 AND STATE HY. 108 AT MOORES CORNERS TO GRAVEL
 MB0469'ROAD WEST THENCE 1.2 MILE WEST ON GRAVEL ROAD TO T GRAVEL ROAD
 MB0469'THENCE 0.6 MILE NORTH ON GRAVEL ROAD TO T JUNCTION OF GRAVEL
 MB0469'ROADS THENCE 100 YARDS WEST ON GRAVEL ROAD, STANDARD BENCH MARK
 MB0469'DISK DRILLED IN HORIZONTAL, 27 FEET NORTH EAST OF THE CENTER
 MB0469'OF BRIDGE OVER JAMISON RUN CREEK, 8 FEET SOUTH WEST OF POWER
 MB0469'POLE NO. 11-R 2, 15 FEET NORTH WEST OF THE CENTERLINE OF DIRT
 MB0469'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0233 ***********************************************************************
 KY0233  DESIGNATION -  J 251
 KY0233  PID         -  KY0233
 KY0233  STATE/COUNTY-  PA/BUTLER
 KY0233  USGS QUAD   -  MARS (1979)
 KY0233
 KY0233                         *CURRENT SURVEY CONTROL
 KY0233  ___________________________________________________________________
 KY0233* NAD 83(1986)-  40 42 14.     (N)    080 06 16.     (W)     SCALED    
 KY0233* NAVD 88     -       323.815  (meters)    1062.38   (feet)  ADJUSTED  
 KY0233  ___________________________________________________________________
 KY0233  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 KY0233  DYNAMIC HT  -         323.648 (meters)    1061.84  (feet)  COMP
 KY0233  MODELED GRAV-     980,101.5   (mgal)                       NAVD 88
 KY0233
 KY0233  VERT ORDER  -  SECOND    CLASS 0
 KY0233
 KY0233.The horizontal coordinates were scaled from a topographic map and have
 KY0233.an estimated accuracy of +/- 6 seconds.
 KY0233
 KY0233.The orthometric height was determined by differential leveling
 KY0233.and adjusted by the National Geodetic Survey in June 1991..
 KY0233
 KY0233.The geoid height was determined by GEOID03.
 KY0233
 KY0233.The dynamic height is computed by dividing the NAVD 88
 KY0233.geopotential number by the normal gravity value computed on the
 KY0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0233.degrees latitude (g = 980.6199 gals.).
 KY0233
 KY0233.The modeled gravity was interpolated from observed gravity values.
 KY0233
 KY0233;                    North         East    Units  Estimated Accuracy
 KY0233;SPC PA S     -   154,830.      401,050.      MT  (+/- 180 meters Scaled)
 KY0233
 KY0233                          SUPERSEDED SURVEY CONTROL
 KY0233
 KY0233  NGVD 29 (??/??/92)  323.964  (m)         1062.87   (f) ADJ UNCH    2 0
 KY0233
 KY0233.Superseded values are not recommended for survey control.
 KY0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0233.See file dsdata.txt to determine how the superseded data were derived.
 KY0233
 KY0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF756062(NAD 83)
 KY0233_MARKER: DB = BENCH MARK DISK
 KY0233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0233_SP_SET: CULVERT
 KY0233_STAMPING: J 251 1960
 KY0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0233
 KY0233  HISTORY     - Date     Condition        Report By
 KY0233  HISTORY     - 1960     MONUMENTED       CGS
 KY0233
 KY0233                          STATION DESCRIPTION
 KY0233
 KY0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0233'6.8 MI S FROM ZELIENOPLE.
 KY0233'ABOUT 6.8 MILE SOUTH ALONG U.S. HY. 19 FROM THE JUNCTION OF U.S.
 KY0233'19 AND STATE HY. 68 IN THE SOUTH EDGE OF ZELIENOPLE, 24 FEET
 KY0233'WEST OF THE CENTERLINE OF HY. 19 SOUTH, 30 FEET NORTH OF HY.
 KY0233'528, 105 FEET WEST OF POWER POLE AND TELEPHONE POLE NO. 1427,
 KY0233'57 FEET NORTH WEST OF PINE TREE AT ENTRANCE OF DRIVE TO ONE
 KY0233'STORY HOUSE, STANDARD BENCH MARK DISK DRILLED IN HORIZONTAL
 KY0233'IN CULVERT.  NOTE-- BM IS AT JUNCTION OF U.S. HY. 19 AND STATE
 KY0233'HY. 528.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0625 ***********************************************************************
 KY0625  DESIGNATION -  J 252
 KY0625  PID         -  KY0625
 KY0625  STATE/COUNTY-  PA/WASHINGTON
 KY0625  USGS QUAD   -  CANONSBURG (1979)
 KY0625
 KY0625                         *CURRENT SURVEY CONTROL
 KY0625  ___________________________________________________________________
 KY0625* NAD 83(1986)-  40 15 52.     (N)    080 10 12.     (W)     SCALED    
 KY0625* NAVD 88     -       301.264  (meters)     988.40   (feet)  ADJUSTED  
 KY0625  ___________________________________________________________________
 KY0625  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 KY0625  DYNAMIC HT  -         301.100 (meters)     987.86  (feet)  COMP
 KY0625  MODELED GRAV-     980,070.4   (mgal)                       NAVD 88
 KY0625
 KY0625  VERT ORDER  -  SECOND    CLASS 0
 KY0625
 KY0625.The horizontal coordinates were scaled from a topographic map and have
 KY0625.an estimated accuracy of +/- 6 seconds.
 KY0625
 KY0625.The orthometric height was determined by differential leveling
 KY0625.and adjusted by the National Geodetic Survey in June 1991..
 KY0625
 KY0625.The geoid height was determined by GEOID03.
 KY0625
 KY0625.The dynamic height is computed by dividing the NAVD 88
 KY0625.geopotential number by the normal gravity value computed on the
 KY0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0625.degrees latitude (g = 980.6199 gals.).
 KY0625
 KY0625.The modeled gravity was interpolated from observed gravity values.
 KY0625
 KY0625;                    North         East    Units  Estimated Accuracy
 KY0625;SPC PA S     -   106,210.      394,180.      MT  (+/- 180 meters Scaled)
 KY0625
 KY0625                          SUPERSEDED SURVEY CONTROL
 KY0625
 KY0625  NGVD 29 (??/??/92)  301.406  (m)          988.86   (f) ADJ UNCH    2 0
 KY0625
 KY0625.Superseded values are not recommended for survey control.
 KY0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0625.See file dsdata.txt to determine how the superseded data were derived.
 KY0625
 KY0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE705574(NAD 83)
 KY0625_MARKER: DB = BENCH MARK DISK
 KY0625_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0625_SP_SET: CULVERT
 KY0625_STAMPING: J 252 1960
 KY0625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0625
 KY0625  HISTORY     - Date     Condition        Report By
 KY0625  HISTORY     - 1960     MONUMENTED       CGS
 KY0625  HISTORY     - 20010430 MARK NOT FOUND   PADT
 KY0625
 KY0625                          STATION DESCRIPTION
 KY0625
 KY0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0625'1 MI NE FROM CANONSBURG.
 KY0625'ABOUT 0.95 MILE NORTH EAST ALONG STATE HY. 519 FROM THE MELON
 KY0625'BANK OF CANONSBURG TO A Y INTERSECTION AND BM, 42 FEET SOUTH
 KY0625'WEST OF A POWER POLE, 27 FEET SOUTH EAST OF THE CENTERLINE
 KY0625'OF HY. 519, 15 FEET NORTH WEST OF THE CENTERLINE OF BLACKTOP
 KY0625'ROAD EAST, STANDARD BENCH MARK DISK DRILLED IN HORIZONTAL IN
 KY0625'TOP AND ON THE SOUTH EAST SIDE AND 1 FOOT NORTH EAST OF THE
 KY0625'SOUTH CORNER OF A U SHAPED HEADWALL FOR CULVERT BETWEEN THE
 KY0625'ROADS, ABOUT 1 FOOT ABOVE THE HY. 519.
 KY0625
 KY0625                          STATION RECOVERY (2001)
 KY0625
 KY0625'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DP)
 KY0625'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0243 ***********************************************************************
 KY0243  DESIGNATION -  J 253
 KY0243  PID         -  KY0243
 KY0243  STATE/COUNTY-  PA/ALLEGHENY
 KY0243  USGS QUAD   -  MARS (1979)
 KY0243
 KY0243                         *CURRENT SURVEY CONTROL
 KY0243  ___________________________________________________________________
 KY0243* NAD 83(1986)-  40 38 44.     (N)    080 05 00.     (W)     SCALED    
 KY0243* NAVD 88     -       333.096  (meters)    1092.83   (feet)  ADJUSTED  
 KY0243  ___________________________________________________________________
 KY0243  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KY0243  DYNAMIC HT  -         332.924 (meters)    1092.27  (feet)  COMP
 KY0243  MODELED GRAV-     980,098.7   (mgal)                       NAVD 88
 KY0243
 KY0243  VERT ORDER  -  SECOND    CLASS 0
 KY0243
 KY0243.The horizontal coordinates were scaled from a topographic map and have
 KY0243.an estimated accuracy of +/- 6 seconds.
 KY0243
 KY0243.The orthometric height was determined by differential leveling
 KY0243.and adjusted by the National Geodetic Survey in June 1991..
 KY0243
 KY0243.The geoid height was determined by GEOID03.
 KY0243
 KY0243.The dynamic height is computed by dividing the NAVD 88
 KY0243.geopotential number by the normal gravity value computed on the
 KY0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0243.degrees latitude (g = 980.6199 gals.).
 KY0243
 KY0243.The modeled gravity was interpolated from observed gravity values.
 KY0243
 KY0243;                    North         East    Units  Estimated Accuracy
 KY0243;SPC PA S     -   148,310.      402,670.      MT  (+/- 180 meters Scaled)
 KY0243
 KY0243                          SUPERSEDED SURVEY CONTROL
 KY0243
 KY0243  NGVD 29 (??/??/92)  333.246  (m)         1093.32   (f) ADJ UNCH    2 0
 KY0243
 KY0243.Superseded values are not recommended for survey control.
 KY0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0243.See file dsdata.txt to determine how the superseded data were derived.
 KY0243
 KY0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE775998(NAD 83)
 KY0243_MARKER: DB = BENCH MARK DISK
 KY0243_SETTING: 0 = UNSPECIFIED SETTING
 KY0243_STAMPING: J 253 1960
 KY0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0243
 KY0243  HISTORY     - Date     Condition        Report By
 KY0243  HISTORY     - 1960     MONUMENTED       CGS
 KY0243
 KY0243                          STATION DESCRIPTION
 KY0243
 KY0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0243'0.6 MI S FROM WARRENDALE.
 KY0243'ABOUT 0.3 MILE SOUTH ALONG OLD U.S. HY. 19 FROM THE WARRENDALE
 KY0243'UNITED PRESBYTERIAN CHURCH IN WARRENDALE TO JUNCTION OF OLD U.S.
 KY0243'HY. 19 AND NEW U.S. 19 THENCE 0.35 MILE SOUTH WEST ON COUNTY
 KY0243'ROAD 02104, STANDARD BENCH MARK DISK DRILLED IN VERTICAL, 69
 KY0243'FEET EAST OF THE CENTER OF THE JUNCTION OF HARMONY RD. AND
 KY0243'WHEATLAND DR., 57 FEET NORTH EAST OF TELEPHONE POLE NO. 8716,
 KY0243'100 FEET NORTH OF POWER POLE NO. Y 95/14, ABOUT 3 FEET ABOVE THE
 KY0243'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0693 ***********************************************************************
 KY0693  DESIGNATION -  J 254
 KY0693  PID         -  KY0693
 KY0693  STATE/COUNTY-  PA/ALLEGHENY
 KY0693  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0693
 KY0693                         *CURRENT SURVEY CONTROL
 KY0693  ___________________________________________________________________
 KY0693* NAD 83(1986)-  40 25 13.     (N)    080 05 33.     (W)     SCALED    
 KY0693* NAVD 88     -       301.860  (meters)     990.35   (feet)  ADJUSTED  
 KY0693  ___________________________________________________________________
 KY0693  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KY0693  DYNAMIC HT  -         301.704 (meters)     989.84  (feet)  COMP
 KY0693  MODELED GRAV-     980,100.9   (mgal)                       NAVD 88
 KY0693
 KY0693  VERT ORDER  -  SECOND    CLASS 0
 KY0693
 KY0693.The horizontal coordinates were scaled from a topographic map and have
 KY0693.an estimated accuracy of +/- 6 seconds.
 KY0693
 KY0693.The orthometric height was determined by differential leveling
 KY0693.and adjusted by the National Geodetic Survey in June 1991..
 KY0693
 KY0693.The geoid height was determined by GEOID03.
 KY0693
 KY0693.The dynamic height is computed by dividing the NAVD 88
 KY0693.geopotential number by the normal gravity value computed on the
 KY0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0693.degrees latitude (g = 980.6199 gals.).
 KY0693
 KY0693.The modeled gravity was interpolated from observed gravity values.
 KY0693
 KY0693;                    North         East    Units  Estimated Accuracy
 KY0693;SPC PA S     -   123,330.      401,230.      MT  (+/- 180 meters Scaled)
 KY0693
 KY0693                          SUPERSEDED SURVEY CONTROL
 KY0693
 KY0693  NGVD 29 (??/??/92)  302.009  (m)          990.84   (f) ADJ UNCH    2 0
 KY0693
 KY0693.Superseded values are not recommended for survey control.
 KY0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0693.See file dsdata.txt to determine how the superseded data were derived.
 KY0693
 KY0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE769748(NAD 83)
 KY0693_MARKER: DB = BENCH MARK DISK
 KY0693_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0693_SP_SET: CATCH DRAIN
 KY0693_STAMPING: J 254 1960
 KY0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0693
 KY0693  HISTORY     - Date     Condition        Report By
 KY0693  HISTORY     - 1960     MONUMENTED       CGS
 KY0693  HISTORY     - 19920801 MARK NOT FOUND   USGS
 KY0693
 KY0693                          STATION DESCRIPTION
 KY0693
 KY0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0693'4.8 MI SW FROM PITTSBURGH.
 KY0693'ABOUT 4.75 MILE SOUTHWEST ALONG U.S. HIGHWAY 22 FROM THE WEST END
 KY0693'OF THE FORT PITT TUNNEL IN PITTSBURGH, SET IN TOP AND 1 FOOT
 KY0693'SOUTHEAST OF THE NORTHWEST END OF THE BACKWALL FOR A 4 FOOT BY
 KY0693'3 FOOT CATCH DRAIN, 55 FEET NORTHWEST OF A OVERPASS FOR A ROAD
 KY0693'TO ROSSLYN FARMS, 45 FEET SOUTHWEST OF THE CENTERLINE OF THE
 KY0693'HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY AND DRILLED IN HORIZONTAL.
 KY0693
 KY0693                          STATION RECOVERY (1992)
 KY0693
 KY0693'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 KY0693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0639 ***********************************************************************
 KY0639  DESIGNATION -  J 255
 KY0639  PID         -  KY0639
 KY0639  STATE/COUNTY-  PA/WASHINGTON
 KY0639  USGS QUAD   -  WASHINGTON WEST (1969)
 KY0639
 KY0639                         *CURRENT SURVEY CONTROL
 KY0639  ___________________________________________________________________
 KY0639* NAD 83(1986)-  40 09 59.     (N)    080 16 09.     (W)     SCALED    
 KY0639* NAVD 88     -       323.868  (meters)    1062.56   (feet)  ADJUSTED  
 KY0639  ___________________________________________________________________
 KY0639  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 KY0639  DYNAMIC HT  -         323.685 (meters)    1061.96  (feet)  COMP
 KY0639  MODELED GRAV-     980,052.8   (mgal)                       NAVD 88
 KY0639
 KY0639  VERT ORDER  -  SECOND    CLASS 0
 KY0639
 KY0639.The horizontal coordinates were scaled from a topographic map and have
 KY0639.an estimated accuracy of +/- 6 seconds.
 KY0639
 KY0639.The orthometric height was determined by differential leveling
 KY0639.and adjusted by the National Geodetic Survey in June 1991..
 KY0639
 KY0639.The geoid height was determined by GEOID03.
 KY0639
 KY0639.The dynamic height is computed by dividing the NAVD 88
 KY0639.geopotential number by the normal gravity value computed on the
 KY0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0639.degrees latitude (g = 980.6199 gals.).
 KY0639
 KY0639.The modeled gravity was interpolated from observed gravity values.
 KY0639
 KY0639;                    North         East    Units  Estimated Accuracy
 KY0639;SPC PA S     -    95,560.      385,440.      MT  (+/- 180 meters Scaled)
 KY0639
 KY0639                          SUPERSEDED SURVEY CONTROL
 KY0639
 KY0639  NGVD 29 (??/??/92)  324.002  (m)         1063.00   (f) ADJ UNCH    2 0
 KY0639
 KY0639.Superseded values are not recommended for survey control.
 KY0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0639.See file dsdata.txt to determine how the superseded data were derived.
 KY0639
 KY0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE622464(NAD 83)
 KY0639_MARKER: DB = BENCH MARK DISK
 KY0639_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0639_SP_SET: OVERPASS
 KY0639_STAMPING: J 255 1960
 KY0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0639
 KY0639  HISTORY     - Date     Condition        Report By
 KY0639  HISTORY     - 1960     MONUMENTED       CGS
 KY0639
 KY0639                          STATION DESCRIPTION
 KY0639
 KY0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0639'AT WASHINGTON.
 KY0639'AT WASHINGTON, ABOUT 0.9 MILE WEST ON U.S. HIGHWAY 40 FROM THE
 KY0639'PENNSYLVANIA RAILROAD FREIGHT OFFICES, AT THE B AND O RAILROAD
 KY0639'OVERPASS OVER U.S. 40, DRILLED IN VERTICAL 1 FOOT EAST OF THE
 KY0639'SOUTHWEST CORNER OF THE SOUTH ABUTMENT OF THE OVERPASS, 14 FEET
 KY0639'EAST OF POWER POLE 213198, 29 FEET SOUTH OF THE CENTERLINE
 KY0639'OF U.S. 40 AND ABOUT 3 FEET ABOVE THE HIGHWAY SET VERTICAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0297 ***********************************************************************
 KW0297  DESIGNATION -  J 256
 KW0297  PID         -  KW0297
 KW0297  STATE/COUNTY-  PA/SCHUYLKILL
 KW0297  USGS QUAD   -  SHENANDOAH (1977)
 KW0297
 KW0297                         *CURRENT SURVEY CONTROL
 KW0297  ___________________________________________________________________
 KW0297* NAD 83(1986)-  40 45 56.     (N)    076 14 30.     (W)     SCALED    
 KW0297* NAVD 88     -       488.038  (meters)    1601.17   (feet)  ADJUSTED  
 KW0297  ___________________________________________________________________
 KW0297  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KW0297  DYNAMIC HT  -         487.798 (meters)    1600.38  (feet)  COMP
 KW0297  MODELED GRAV-     980,117.8   (mgal)                       NAVD 88
 KW0297
 KW0297  VERT ORDER  -  SECOND    CLASS 0
 KW0297
 KW0297.The horizontal coordinates were scaled from a topographic map and have
 KW0297.an estimated accuracy of +/- 6 seconds.
 KW0297
 KW0297.The orthometric height was determined by differential leveling
 KW0297.and adjusted by the National Geodetic Survey in June 1991..
 KW0297
 KW0297.The geoid height was determined by GEOID03.
 KW0297
 KW0297.The dynamic height is computed by dividing the NAVD 88
 KW0297.geopotential number by the normal gravity value computed on the
 KW0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0297.degrees latitude (g = 980.6199 gals.).
 KW0297
 KW0297.The modeled gravity was interpolated from observed gravity values.
 KW0297
 KW0297;                    North         East    Units  Estimated Accuracy
 KW0297;SPC PA S     -   160,120.      727,340.      MT  (+/- 180 meters Scaled)
 KW0297
 KW0297                          SUPERSEDED SURVEY CONTROL
 KW0297
 KW0297  NGVD 29 (??/??/??)  488.256  (m)         1601.89   (f) ADJUSTED    2 0
 KW0297
 KW0297.Superseded values are not recommended for survey control.
 KW0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0297.See file dsdata.txt to determine how the superseded data were derived.
 KW0297
 KW0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL952134(NAD 83)
 KW0297_MARKER: DB = BENCH MARK DISK
 KW0297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0297_SP_SET: TRANSMISSION TOWER LEG BASE
 KW0297_STAMPING: J 256 1960
 KW0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0297
 KW0297  HISTORY     - Date     Condition        Report By
 KW0297  HISTORY     - 1960     MONUMENTED       CGS
 KW0297  HISTORY     - 20050412 MARK NOT FOUND   PADT
 KW0297
 KW0297                          STATION DESCRIPTION
 KW0297
 KW0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0297'2.2 MI SW FROM FRACKVILLE.
 KW0297'ABOUT 0.8 MILE SOUTH ALONG THE READING RAILWAY FROM THE STATION
 KW0297'AT FRACKVILLE, THENCE 1.2 MILES WEST ALONG A TRACK ROAD, THENCE
 KW0297'0.2 MILE SOUTH ALONG A TRACK ROAD, ABOUT 0.2 MILE SOUTHWEST OF
 KW0297'THE SOUTHWEST CORNER OF THE MUD RUN RESERVOIR, ON THE TOP OF
 KW0297'THE NORTHEAST CORNER OF THE CONCRETE BASE SUPPORTING THE NORTHEAST
 KW0297'LEG OF STEEL TRANSMISSION TOWER NO. 36-6/SS, 2 FEET NORTH OF THE
 KW0297'NORTH LEG OF THE TOWER AND 0.2 FOOT ABOVE THE GROUND.
 KW0297
 KW0297                          STATION RECOVERY (2005)
 KW0297
 KW0297'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (PJN)
 KW0297'CONCRETE REFINISHED.NO DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0150 ***********************************************************************
 MA0150  DESIGNATION -  J 25.60 BRPRR
 MA0150  PID         -  MA0150
 MA0150  STATE/COUNTY-  PA/CLEARFIELD
 MA0150  USGS QUAD   -  CLEARFIELD (1981)
 MA0150
 MA0150                         *CURRENT SURVEY CONTROL
 MA0150  ___________________________________________________________________
 MA0150* NAD 83(1986)-  41 01 58.     (N)    078 26 03.     (W)     SCALED    
 MA0150* NAVD 88     -       339.164  (meters)    1112.74   (feet)  ADJUSTED  
 MA0150  ___________________________________________________________________
 MA0150  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 MA0150  DYNAMIC HT  -         339.005 (meters)    1112.22  (feet)  COMP
 MA0150  MODELED GRAV-     980,145.5   (mgal)                       NAVD 88
 MA0150
 MA0150  VERT ORDER  -  FIRST     CLASS I
 MA0150
 MA0150.The horizontal coordinates were scaled from a topographic map and have
 MA0150.an estimated accuracy of +/- 6 seconds.
 MA0150
 MA0150.The orthometric height was determined by differential leveling
 MA0150.and adjusted by the National Geodetic Survey in June 1991..
 MA0150
 MA0150.The geoid height was determined by GEOID03.
 MA0150
 MA0150.The dynamic height is computed by dividing the NAVD 88
 MA0150.geopotential number by the normal gravity value computed on the
 MA0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0150.degrees latitude (g = 980.6199 gals.).
 MA0150
 MA0150.The modeled gravity was interpolated from observed gravity values.
 MA0150
 MA0150;                    North         East    Units  Estimated Accuracy
 MA0150;SPC PA N     -    96,410.      542,470.      MT  (+/- 180 meters Scaled)
 MA0150
 MA0150                          SUPERSEDED SURVEY CONTROL
 MA0150
 MA0150  NGVD 29 (??/??/92)  339.332  (m)         1113.29   (f) ADJ UNCH    1 1
 MA0150
 MA0150.Superseded values are not recommended for survey control.
 MA0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0150.See file dsdata.txt to determine how the superseded data were derived.
 MA0150
 MA0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF156455(NAD 83)
 MA0150_MARKER: DD = SURVEY DISK
 MA0150_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0150_SP_SET: ABUTMENT
 MA0150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0150
 MA0150  HISTORY     - Date     Condition        Report By
 MA0150  HISTORY     - UNK      MONUMENTED       BORR
 MA0150  HISTORY     - 1966     GOOD             NGS
 MA0150  HISTORY     - 20020621 GOOD             PADT
 MA0150
 MA0150                          STATION DESCRIPTION
 MA0150
 MA0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MA0150'0.8 MI NE FROM CLEARFIELD.
 MA0150'ABOUT 0.2 MILE NORTH ALONG U.S. HIGHWAY 322 FROM THE POST OFFICE
 MA0150'AT CLEARFIELD, THENCE 0.1 MILE NORTHEAST THROUGH THE ACME
 MA0150'PARKING AREA, THENCE 0.5 MILE NORTHEAST ALONG A GRAVELED ROAD
 MA0150'AND THE NEW YORK CENTRAL RAILROAD, TO THE BATLIMORE AND OHIO
 MA0150'RAILROAD BRIDGE OVER THE WEST BRANCH OF THE SUSQUEHANNA RIVER,
 MA0150'6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACKS, A BUFFALO,
 MA0150'ROCHESTER AND PITTSBURG RAILROAD DISK SET IN THE TOP OF THE
 MA0150'NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF THE RAILROAD
 MA0150'BRIDGE, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACKS.
 MA0150
 MA0150                          STATION RECOVERY (2002)
 MA0150
 MA0150'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (JP)
 MA0150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2263 ***********************************************************************
 KV2263  DESIGNATION -  J 257
 KV2263  PID         -  KV2263
 KV2263  STATE/COUNTY-  PA/BERKS
 KV2263  USGS QUAD   -  READING (1983)
 KV2263
 KV2263                         *CURRENT SURVEY CONTROL
 KV2263  ___________________________________________________________________
 KV2263* NAD 83(1986)-  40 20 03.     (N)    075 55 28.     (W)     SCALED    
 KV2263* NAVD 88     -        80.310  (meters)     263.48   (feet)  ADJUSTED  
 KV2263  ___________________________________________________________________
 KV2263  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 KV2263  DYNAMIC HT  -          80.269 (meters)     263.35  (feet)  COMP
 KV2263  MODELED GRAV-     980,111.2   (mgal)                       NAVD 88
 KV2263
 KV2263  VERT ORDER  -  FIRST     CLASS I
 KV2263
 KV2263.The horizontal coordinates were scaled from a topographic map and have
 KV2263.an estimated accuracy of +/- 6 seconds.
 KV2263
 KV2263.The orthometric height was determined by differential leveling
 KV2263.and adjusted by the National Geodetic Survey in June 1991..
 KV2263.WARNING-Repeat measurements at this control monument indicate possible
 KV2263.vertical movement.
 KV2263
 KV2263.The geoid height was determined by GEOID03.
 KV2263
 KV2263.The dynamic height is computed by dividing the NAVD 88
 KV2263.geopotential number by the normal gravity value computed on the
 KV2263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2263.degrees latitude (g = 980.6199 gals.).
 KV2263
 KV2263.The modeled gravity was interpolated from observed gravity values.
 KV2263
 KV2263;                    North         East    Units  Estimated Accuracy
 KV2263;SPC PA S     -   112,730.      755,110.      MT  (+/- 180 meters Scaled)
 KV2263
 KV2263                          SUPERSEDED SURVEY CONTROL
 KV2263
 KV2263  NGVD 29 (??/??/??)   80.551  (m)          264.27   (f) ADJUSTED    1 1
 KV2263
 KV2263.Superseded values are not recommended for survey control.
 KV2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2263.See file dsdata.txt to determine how the superseded data were derived.
 KV2263
 KV2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK214652(NAD 83)
 KV2263_MARKER: DB = BENCH MARK DISK
 KV2263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2263_SP_SET: SIGNAL BASE
 KV2263_STAMPING: J 257 1960
 KV2263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2263_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2263+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2001
 KV2263
 KV2263  HISTORY     - Date     Condition        Report By
 KV2263  HISTORY     - 1960     MONUMENTED       CGS
 KV2263  HISTORY     - 1966     GOOD             CGS
 KV2263  HISTORY     - 1974     GOOD             NGS
 KV2263  HISTORY     - 1979     GOOD             NGS
 KV2263  HISTORY     - 1989     GOOD             USPSQD
 KV2263  HISTORY     - 19910114 GOOD             USPSQD
 KV2263  HISTORY     - 20010331 GOOD             NGS
 KV2263  HISTORY     - 20011001 GOOD             PADT
 KV2263  HISTORY     - 20011220 GOOD             USPSQD
 KV2263  HISTORY     - 20041219 GOOD             USPSQD
 KV2263
 KV2263                          STATION DESCRIPTION
 KV2263
 KV2263'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2263'0.1 MI N FROM READING.
 KV2263'ABOUT 0.1 MILE NORTH ALONG THE READING COMPANY RAILROAD FROM THE
 KV2263'FRANKLIN STREET STATION AT READING, 1 POLE NORTH OF FRACTIONAL
 KV2263'MILEPOST 58/10, AT A CROSSING OF THE RAILROAD AND CHERRY STREET,
 KV2263'SET IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE OF A
 KV2263'RAILROAD CROSSING SIGNAL, 7 1/2 FEET EAST OF THE EAST RAIL OF THE
 KV2263'EAST SET OF TRACKS, 12 FEET NORTH OF THE CENTER LINE OF CHERRY
 KV2263'STREET, AND ABOUT LEVEL WITH THE TRACK.
 KV2263
 KV2263                          STATION RECOVERY (1974)
 KV2263
 KV2263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV2263'RECOVERED IN GOOD CONDITION.
 KV2263
 KV2263                          STATION RECOVERY (1979)
 KV2263
 KV2263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV2263'RECOVERED IN GOOD CONDITION.
 KV2263
 KV2263                          STATION RECOVERY (1989)
 KV2263
 KV2263'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KV2263'RECOVERED IN GOOD CONDITION.
 KV2263
 KV2263                          STATION RECOVERY (1991)
 KV2263
 KV2263'RECOVERY NOTE BY US POWER SQUADRON 1991 (RDF)
 KV2263'RECOVERED IN GOOD CONDITION.
 KV2263
 KV2263                          STATION RECOVERY (2001)
 KV2263
 KV2263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV2263'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV2263
 KV2263                          STATION RECOVERY (2001)
 KV2263
 KV2263'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (MBJ)
 KV2263'RECOVERED IN GOOD CONDITION.
 KV2263
 KV2263                          STATION RECOVERY (2001)
 KV2263
 KV2263'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV2263'RECOVERED IN GOOD CONDITION.
 KV2263
 KV2263                          STATION RECOVERY (2004)
 KV2263
 KV2263'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEQ)
 KV2263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0492 ***********************************************************************
 KW0492  DESIGNATION -  J 258 PADH
 KW0492  PID         -  KW0492
 KW0492  STATE/COUNTY-  PA/LEBANON
 KW0492  USGS QUAD   -  FREDERICKSBURG (1978)
 KW0492
 KW0492                         *CURRENT SURVEY CONTROL
 KW0492  ___________________________________________________________________
 KW0492* NAD 83(1986)-  40 26 36.     (N)    076 25 38.     (W)     SCALED    
 KW0492* NAVD 88     -       138.081  (meters)     453.02   (feet)  ADJUSTED  
 KW0492  ___________________________________________________________________
 KW0492  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 KW0492  DYNAMIC HT  -         138.011 (meters)     452.79  (feet)  COMP
 KW0492  MODELED GRAV-     980,117.5   (mgal)                       NAVD 88
 KW0492
 KW0492  VERT ORDER  -  SECOND    CLASS 0
 KW0492
 KW0492.The horizontal coordinates were scaled from a topographic map and have
 KW0492.an estimated accuracy of +/- 6 seconds.
 KW0492
 KW0492.The orthometric height was determined by differential leveling
 KW0492.and adjusted by the National Geodetic Survey in June 1991..
 KW0492
 KW0492.The geoid height was determined by GEOID03.
 KW0492
 KW0492.The dynamic height is computed by dividing the NAVD 88
 KW0492.geopotential number by the normal gravity value computed on the
 KW0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0492.degrees latitude (g = 980.6199 gals.).
 KW0492
 KW0492.The modeled gravity was interpolated from observed gravity values.
 KW0492
 KW0492;                    North         East    Units  Estimated Accuracy
 KW0492;SPC PA S     -   124,090.      712,210.      MT  (+/- 180 meters Scaled)
 KW0492
 KW0492                          SUPERSEDED SURVEY CONTROL
 KW0492
 KW0492  NGVD 29 (??/??/??)  138.283  (m)          453.68   (f) ADJUSTED    2 0
 KW0492
 KW0492.Superseded values are not recommended for survey control.
 KW0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0492.See file dsdata.txt to determine how the superseded data were derived.
 KW0492
 KW0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK789779(NAD 83)
 KW0492_MARKER: DD = SURVEY DISK
 KW0492_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0492_SP_SET: BRIDGE
 KW0492_STAMPING: J 258
 KW0492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0492
 KW0492  HISTORY     - Date     Condition        Report By
 KW0492  HISTORY     - UNK      MONUMENTED       PADH
 KW0492  HISTORY     - 1960     GOOD             CGS
 KW0492  HISTORY     - 20040523 GOOD             GEOCAC
 KW0492
 KW0492                          STATION DESCRIPTION
 KW0492
 KW0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0492'0.2 MI E FROM FREDERICKSBURG.
 KW0492'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAY 22 FROM THE JUNCTION
 KW0492'OF STATE HIGHWAY 343 AND U.S. HIGHWAY 22, SET ON THE TOP OF THE
 KW0492'SOUTHWEST WINGWALL OF A 32.0 FOOT LONG CONCRETE BRIDGE OVER
 KW0492'A SMALL CREEK, 25.7 FEET SOUTH OF THE CENTERLINE OF THE EAST
 KW0492'BOUND TRAFFIC LANE OF U.S. HIGHWAY 22, 1.0 FEET BELOW THE LEVEL
 KW0492'OF THE HIGHWAY.
 KW0492
 KW0492                          STATION RECOVERY (2004)
 KW0492
 KW0492'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2706 ***********************************************************************
 KW2706  DESIGNATION -  J 259 RESET 1977
 KW2706  PID         -  KW2706
 KW2706  STATE/COUNTY-  PA/BERKS
 KW2706  USGS QUAD   -  AUBURN (1983)
 KW2706
 KW2706                         *CURRENT SURVEY CONTROL
 KW2706  ___________________________________________________________________
 KW2706* NAD 83(1986)-  40 31 34.     (N)    076 04 51.     (W)     SCALED    
 KW2706* NAVD 88     -       153.51   (+/-2cm)     503.6    (feet)  VERTCON   
 KW2706  ___________________________________________________________________
 KW2706  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 KW2706
 KW2706  VERT ORDER  -  THIRD (See Below)
 KW2706
 KW2706.The horizontal coordinates were scaled from a topographic map and have
 KW2706.an estimated accuracy of +/- 6 seconds.
 KW2706
 KW2706.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2706.The vertical order pertains to the NGVD 29 superseded value.
 KW2706
 KW2706.The geoid height was determined by GEOID03.
 KW2706
 KW2706;                    North         East    Units  Estimated Accuracy
 KW2706;SPC PA S     -   133,780.      741,420.      MT  (+/- 180 meters Scaled)
 KW2706
 KW2706                          SUPERSEDED SURVEY CONTROL
 KW2706
 KW2706  NGVD 29 (??/??/??)  153.71   (m)          504.3    (f) RESET       3  
 KW2706
 KW2706.Superseded values are not recommended for survey control.
 KW2706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2706.See file dsdata.txt to determine how the superseded data were derived.
 KW2706
 KW2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK084867(NAD 83)
 KW2706_MARKER: DB = BENCH MARK DISK
 KW2706_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2706_SP_SET: HEADWALL
 KW2706_STAMPING: J 259 RESET 1977
 KW2706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2706
 KW2706  HISTORY     - Date     Condition        Report By
 KW2706  HISTORY     - 1977     MONUMENTED       NGS
 KW2706  HISTORY     - 19941119 MARK NOT FOUND   USPSQD
 KW2706
 KW2706                          STATION DESCRIPTION
 KW2706
 KW2706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 KW2706'5 MI W FROM BETHEL.
 KW2706'LOCATED 4.9 MILES WEST ALONG U.S. HIGHWAY 22 FROM ITS JUNCTION WITH
 KW2706'STATE HIGHWAY 61 AT HAMBURG, IN THE NORTH PART OF A HEADWALL ALONG
 KW2706'THE NORTH SIDE OF U.S. HIGHWAY 22, 23.0 FEET NORTH OF THE CENTER OF
 KW2706'THE WEST BOUND LANE OF U.S. HIGHWAY 22, 2.8 FEET NORTH OF THE SOUTH
 KW2706'EDGE OF THE HEADWALL, 2.5 FEET WEST OF THE NORTHEAST CORNER AND 2.3
 KW2706'FEET EAST OF THE NORTHWEST CORNER.
 KW2706
 KW2706                          STATION RECOVERY (1994)
 KW2706
 KW2706'RECOVERY NOTE BY US POWER SQUADRON 1994
 KW2706'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0337 ***********************************************************************
 MA0337  DESIGNATION -  J 26
 MA0337  PID         -  MA0337
 MA0337  STATE/COUNTY-  PA/ELK
 MA0337  USGS QUAD   -  RATHBUN (1986)
 MA0337
 MA0337                         *CURRENT SURVEY CONTROL
 MA0337  ___________________________________________________________________
 MA0337* NAD 83(1986)-  41 29 05.     (N)    078 26 10.     (W)     SCALED    
 MA0337* NAVD 88     -       399.593  (meters)    1311.00   (feet)  ADJUSTED  
 MA0337  ___________________________________________________________________
 MA0337  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 MA0337  DYNAMIC HT  -         399.420 (meters)    1310.43  (feet)  COMP
 MA0337  MODELED GRAV-     980,178.4   (mgal)                       NAVD 88
 MA0337
 MA0337  VERT ORDER  -  SECOND    CLASS 0
 MA0337
 MA0337.The horizontal coordinates were scaled from a topographic map and have
 MA0337.an estimated accuracy of +/- 6 seconds.
 MA0337
 MA0337.The orthometric height was determined by differential leveling
 MA0337.and adjusted by the National Geodetic Survey in June 1991..
 MA0337
 MA0337.The geoid height was determined by GEOID03.
 MA0337
 MA0337.The dynamic height is computed by dividing the NAVD 88
 MA0337.geopotential number by the normal gravity value computed on the
 MA0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0337.degrees latitude (g = 980.6199 gals.).
 MA0337
 MA0337.The modeled gravity was interpolated from observed gravity values.
 MA0337
 MA0337;                    North         East    Units  Estimated Accuracy
 MA0337;SPC PA N     -   146,600.      542,700.      MT  (+/- 180 meters Scaled)
 MA0337
 MA0337                          SUPERSEDED SURVEY CONTROL
 MA0337
 MA0337  NGVD 29 (??/??/92)  399.749  (m)         1311.51   (f) ADJ UNCH    2 0
 MA0337
 MA0337.Superseded values are not recommended for survey control.
 MA0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0337.See file dsdata.txt to determine how the superseded data were derived.
 MA0337
 MA0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF140957(NAD 83)
 MA0337_MARKER: DB = BENCH MARK DISK
 MA0337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0337_SP_SET: ABUTMENT
 MA0337_STAMPING: J 26 1934
 MA0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0337
 MA0337  HISTORY     - Date     Condition        Report By
 MA0337  HISTORY     - 1934     MONUMENTED       CGS
 MA0337
 MA0337                          STATION DESCRIPTION
 MA0337
 MA0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0337'9 MI E FROM ST MARYS.
 MA0337'9 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM ST. MARYS,
 MA0337'ELK COUNTY, AT BRIDGE 137.52, IN THE TOP OF THE NORTH END OF
 MA0337'THE EAST STONE ABUTMENT, 12 FEET NORTH OF THE CENTER LINE OF THE
 MA0337'TRACK, AND ABOUT 4 FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2647 ***********************************************************************
 KV2647  DESIGNATION -  J 260
 KV2647  PID         -  KV2647
 KV2647  STATE/COUNTY-  PA/LEHIGH
 KV2647  USGS QUAD   -  ALLENTOWN WEST (1992)
 KV2647
 KV2647                         *CURRENT SURVEY CONTROL
 KV2647  ___________________________________________________________________
 KV2647* NAD 83(1986)-  40 34 46.     (N)    075 37 28.     (W)     SCALED    
 KV2647* NAVD 88     -       142.886  (meters)     468.79   (feet)  ADJUSTED  
 KV2647  ___________________________________________________________________
 KV2647  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 KV2647  DYNAMIC HT  -         142.813 (meters)     468.55  (feet)  COMP
 KV2647  MODELED GRAV-     980,117.7   (mgal)                       NAVD 88
 KV2647
 KV2647  VERT ORDER  -  SECOND    CLASS 0
 KV2647
 KV2647.The horizontal coordinates were scaled from a topographic map and have
 KV2647.an estimated accuracy of +/- 6 seconds.
 KV2647
 KV2647.The orthometric height was determined by differential leveling
 KV2647.and adjusted by the National Geodetic Survey in June 1991..
 KV2647
 KV2647.The geoid height was determined by GEOID03.
 KV2647
 KV2647.The dynamic height is computed by dividing the NAVD 88
 KV2647.geopotential number by the normal gravity value computed on the
 KV2647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2647.degrees latitude (g = 980.6199 gals.).
 KV2647
 KV2647.The modeled gravity was interpolated from observed gravity values.
 KV2647
 KV2647;                    North         East    Units  Estimated Accuracy
 KV2647;SPC PA S     -   140,530.      779,940.      MT  (+/- 180 meters Scaled)
 KV2647
 KV2647                          SUPERSEDED SURVEY CONTROL
 KV2647
 KV2647  NGVD 29 (??/??/??)  143.090  (m)          469.45   (f) ADJUSTED    2 0
 KV2647
 KV2647.Superseded values are not recommended for survey control.
 KV2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2647.See file dsdata.txt to determine how the superseded data were derived.
 KV2647
 KV2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK471922(NAD 83)
 KV2647_MARKER: DB = BENCH MARK DISK
 KV2647_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 KV2647_SP_SET: BRIDGE
 KV2647_STAMPING: J 260 1960
 KV2647_MARK LOGO: PADH  
 KV2647_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KV2647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2647
 KV2647  HISTORY     - Date     Condition        Report By
 KV2647  HISTORY     - 1960     MONUMENTED       PADH
 KV2647  HISTORY     - 1960     GOOD             CGS
 KV2647  HISTORY     - 1987     GOOD             PADT
 KV2647  HISTORY     - 19961115 GOOD             USPSQD
 KV2647
 KV2647                          STATION DESCRIPTION
 KV2647
 KV2647'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2647'AT FOGELSVILLE.
 KV2647'AT FOGELSVILLE, AT THE FOGELSVILLE INTERCHANGE, SET ON TOP OF THE
 KV2647'WEST END OF THE SOUTH CONCRETE GUARD RAIL OF THE LARGE U.S. HIGHWAY
 KV2647'22 BRIDGE OVER STATE HIGHWAY 100, 21 FEET SOUTH OF THE CENTER LINE
 KV2647'OF THE EAST BOUND LANE OF THE U.S. HIGHWAY 22, 3.6 FEET EAST OF
 KV2647'THE WEST END OF THE GUARD RAIL AND 2 FEET ABOVE THE LEVEL OF THE
 KV2647'HIGHWAY.
 KV2647
 KV2647                          STATION RECOVERY (1987)
 KV2647
 KV2647'RECOVERY NOTE BY PA DEPT OF TRANSP 1987 (PJN)
 KV2647'RECOVERED AS DESCRIBED.
 KV2647
 KV2647                          STATION RECOVERY (1996)
 KV2647
 KV2647'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV2647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0277 ***********************************************************************
 KY0277  DESIGNATION -  J 263
 KY0277  PID         -  KY0277
 KY0277  STATE/COUNTY-  PA/ALLEGHENY
 KY0277  USGS QUAD   -  OAKDALE (1993)
 KY0277
 KY0277                         *CURRENT SURVEY CONTROL
 KY0277  ___________________________________________________________________
 KY0277* NAD 83(1986)-  40 29 54.     (N)    080 13 08.     (W)     SCALED    
 KY0277* NAVD 88     -       355.777  (meters)    1167.24   (feet)  ADJUSTED  
 KY0277  ___________________________________________________________________
 KY0277  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KY0277  DYNAMIC HT  -         355.588 (meters)    1166.62  (feet)  COMP
 KY0277  MODELED GRAV-     980,085.9   (mgal)                       NAVD 88
 KY0277
 KY0277  VERT ORDER  -  SECOND    CLASS 0
 KY0277
 KY0277.The horizontal coordinates were scaled from a topographic map and have
 KY0277.an estimated accuracy of +/- 6 seconds.
 KY0277
 KY0277.The orthometric height was determined by differential leveling
 KY0277.and adjusted by the National Geodetic Survey in June 1991..
 KY0277
 KY0277.The geoid height was determined by GEOID03.
 KY0277
 KY0277.The dynamic height is computed by dividing the NAVD 88
 KY0277.geopotential number by the normal gravity value computed on the
 KY0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0277.degrees latitude (g = 980.6199 gals.).
 KY0277
 KY0277.The modeled gravity was interpolated from observed gravity values.
 KY0277
 KY0277;                    North         East    Units  Estimated Accuracy
 KY0277;SPC PA S     -   132,280.      390,750.      MT  (+/- 180 meters Scaled)
 KY0277
 KY0277                          SUPERSEDED SURVEY CONTROL
 KY0277
 KY0277  NGVD 29 (??/??/92)  355.926  (m)         1167.73   (f) ADJ UNCH    2 0
 KY0277
 KY0277.Superseded values are not recommended for survey control.
 KY0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0277.See file dsdata.txt to determine how the superseded data were derived.
 KY0277
 KY0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE661833(NAD 83)
 KY0277_MARKER: DB = BENCH MARK DISK
 KY0277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0277_SP_SET: STEP
 KY0277_STAMPING: J 263 1963
 KY0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0277
 KY0277  HISTORY     - Date     Condition        Report By
 KY0277  HISTORY     - 1963     MONUMENTED       CGS
 KY0277  HISTORY     - 1971     GOOD             NGS
 KY0277  HISTORY     - 20040621 MARK NOT FOUND   PADT
 KY0277
 KY0277                          STATION DESCRIPTION
 KY0277
 KY0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 KY0277'AT GREATER PITTSBURGH APT.
 KY0277'THIS MARK IS LOCATED AT THE GREATER PITTSBURGH AIRPORT.  IT IS
 KY0277'SET IN A DRILL HOLE IN, AND FLUSH WITH, THE BOTTOM STEP OF THE
 KY0277'FLAG POLE IN FRONT OF THE MAIN ENTRANCE TO THE TERMINAL BUILDING.
 KY0277
 KY0277                          STATION RECOVERY (1971)
 KY0277
 KY0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KY0277'RECOVERED IN GOOD CONDITION.
 KY0277
 KY0277                          STATION RECOVERY (2004)
 KY0277
 KY0277'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (CAB)
 KY0277'BELIEVED TO BE DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0133 ***********************************************************************
 JW0133  DESIGNATION -  J 265
 JW0133  PID         -  JW0133
 JW0133  STATE/COUNTY-  PA/FULTON
 JW0133  USGS QUAD   -  BREEZEWOOD (1982)
 JW0133
 JW0133                         *CURRENT SURVEY CONTROL
 JW0133  ___________________________________________________________________
 JW0133* NAD 83(1986)-  39 53 54.     (N)    078 14 41.     (W)     SCALED    
 JW0133* NAVD 88     -       425.437  (meters)    1395.79   (feet)  ADJUSTED  
 JW0133  ___________________________________________________________________
 JW0133  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 JW0133  DYNAMIC HT  -         425.187 (meters)    1394.97  (feet)  COMP
 JW0133  MODELED GRAV-     980,026.1   (mgal)                       NAVD 88
 JW0133
 JW0133  VERT ORDER  -  SECOND    CLASS 0
 JW0133
 JW0133.The horizontal coordinates were scaled from a topographic map and have
 JW0133.an estimated accuracy of +/- 6 seconds.
 JW0133
 JW0133.The orthometric height was determined by differential leveling
 JW0133.and adjusted by the National Geodetic Survey in June 1991..
 JW0133
 JW0133.The geoid height was determined by GEOID03.
 JW0133
 JW0133.The dynamic height is computed by dividing the NAVD 88
 JW0133.geopotential number by the normal gravity value computed on the
 JW0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0133.degrees latitude (g = 980.6199 gals.).
 JW0133
 JW0133.The modeled gravity was interpolated from observed gravity values.
 JW0133
 JW0133;                    North         East    Units  Estimated Accuracy
 JW0133;SPC PA S     -    62,850.      557,690.      MT  (+/- 180 meters Scaled)
 JW0133
 JW0133                          SUPERSEDED SURVEY CONTROL
 JW0133
 JW0133  NGVD 29 (??/??/92)  425.615  (m)         1396.37   (f) ADJ UNCH    2 0
 JW0133
 JW0133.Superseded values are not recommended for survey control.
 JW0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0133.See file dsdata.txt to determine how the superseded data were derived.
 JW0133
 JW0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE355201(NAD 83)
 JW0133_MARKER: DB = BENCH MARK DISK
 JW0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0133_SP_SET: CULVERT
 JW0133_STAMPING: J 265 1960
 JW0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0133
 JW0133  HISTORY     - Date     Condition        Report By
 JW0133  HISTORY     - 1960     MONUMENTED       CGS
 JW0133
 JW0133                          STATION DESCRIPTION
 JW0133
 JW0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JW0133'3.8 MI SW FROM CRYSTAL SPRING.
 JW0133'ABOUT 3.8 MILE SOUTH WEST ALONG OLD STATE HY. 126 FROM THE
 JW0133'POST OFFICE IN CRYSTAL SPRING, STANDARD BENCH MARK DISK OF
 JW0133'P.D.H. DRILLED IN HORIZONTAL IN NORTH WEST WINGWALL OF CONCRETE
 JW0133'CULVERT OVER SMALL CREEK, 24 FEET SOUTH WEST OF THE CENTERLINE
 JW0133'OF OLD STATE HY. 126, 28 FEET SOUTH WEST OF THE NORTH WEST END
 JW0133'OF THE HIGHWAY GUARD RAIL.  NOTE-- BM IS APPROXIMATELY 250
 JW0133'FEET SOUTH WEST OF A TWO-STORY FRAME HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4021 ***********************************************************************
 JV4021  DESIGNATION -  J 265 X RESET 1974
 JV4021  PID         -  JV4021
 JV4021  STATE/COUNTY-  PA/FRANKLIN
 JV4021  USGS QUAD   -  CHAMBERSBURG (1990)
 JV4021
 JV4021                         *CURRENT SURVEY CONTROL
 JV4021  ___________________________________________________________________
 JV4021* NAD 83(1986)-  39 55 39.     (N)    077 38 24.     (W)     SCALED    
 JV4021* NAVD 88     -       194.96   (+/-2cm)     639.6    (feet)  VERTCON   
 JV4021  ___________________________________________________________________
 JV4021  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 JV4021
 JV4021  VERT ORDER  -  THIRD (See Below)
 JV4021
 JV4021.The horizontal coordinates were scaled from a topographic map and have
 JV4021.an estimated accuracy of +/- 6 seconds.
 JV4021
 JV4021.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV4021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV4021.The vertical order pertains to the NGVD 29 superseded value.
 JV4021
 JV4021.The geoid height was determined by GEOID03.
 JV4021
 JV4021;                    North         East    Units  Estimated Accuracy
 JV4021;SPC PA S     -    65,980.      609,400.      MT  (+/- 180 meters Scaled)
 JV4021
 JV4021                          SUPERSEDED SURVEY CONTROL
 JV4021
 JV4021  NGVD 29 (??/??/??)  195.14   (m)          640.2    (f) RESET       3  
 JV4021
 JV4021.Superseded values are not recommended for survey control.
 JV4021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4021.See file dsdata.txt to determine how the superseded data were derived.
 JV4021
 JV4021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK743230(NAD 83)
 JV4021_MARKER: DB = BENCH MARK DISK
 JV4021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV4021_SP_SET: CONCRETE CURB
 JV4021_STAMPING: J 265 X RESET 1974
 JV4021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV4021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV4021+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2006
 JV4021
 JV4021  HISTORY     - Date     Condition        Report By
 JV4021  HISTORY     - 1974     MONUMENTED       NGS
 JV4021  HISTORY     - 20060721 GOOD             GEOCAC
 JV4021
 JV4021                          STATION DESCRIPTION
 JV4021
 JV4021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JV4021'0.4 MI E FROM CHAMBERSBURG.
 JV4021'ABOUT 0.4 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE INTERSECTION OF
 JV4021'COLDBROOK AVE. AND U.S. 30 EAST OF CHAMBERSBURG TO SIDE ROAD RIGHT AT
 JV4021'DUNKIN DONUT RESTAURANT, TURN RIGHT, (SOUHWEST) FOR 0.15 MILE TO BENCH
 JV4021'MARK SET IN CONCRETE CURB IN FRONT OF HOUSE #332, 19 FEET SOUTHEAST OF
 JV4021'THE CENTERLINE OF THE ROAD, 41.97 FEET SOUTHEAST OF POWER POLE
 JV4021'#130-340, 67.56 FEET SOUTHEAST OF POWER POLE #130-333, 46.43 FEET
 JV4021'SOUTHWEST OF THE SOUTHWEST CORNER OF THE STONE FOUNDATION OF #332.
 JV4021
 JV4021                          STATION RECOVERY (2006)
 JV4021
 JV4021'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV4021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3316 ***********************************************************************
 JV3316  DESIGNATION -  J 266 PADH
 JV3316  PID         -  JV3316
 JV3316  STATE/COUNTY-  PA/FRANKLIN
 JV3316  USGS QUAD   -  GREENCASTLE (1990)
 JV3316
 JV3316                         *CURRENT SURVEY CONTROL
 JV3316  ___________________________________________________________________
 JV3316* NAD 83(1986)-  39 45 21.     (N)    077 43 38.     (W)     SCALED    
 JV3316* NAVD 88     -       199.468  (meters)     654.42   (feet)  ADJUSTED  
 JV3316  ___________________________________________________________________
 JV3316  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 JV3316  DYNAMIC HT  -         199.352 (meters)     654.04  (feet)  COMP
 JV3316  MODELED GRAV-     980,041.9   (mgal)                       NAVD 88
 JV3316
 JV3316  VERT ORDER  -  FIRST     CLASS II
 JV3316
 JV3316.The horizontal coordinates were scaled from a topographic map and have
 JV3316.an estimated accuracy of +/- 6 seconds.
 JV3316
 JV3316.The orthometric height was determined by differential leveling
 JV3316.and adjusted by the National Geodetic Survey in June 1991..
 JV3316.WARNING-Repeat measurements at this control monument indicate possible
 JV3316.vertical movement.
 JV3316
 JV3316.The geoid height was determined by GEOID03.
 JV3316
 JV3316.The dynamic height is computed by dividing the NAVD 88
 JV3316.geopotential number by the normal gravity value computed on the
 JV3316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3316.degrees latitude (g = 980.6199 gals.).
 JV3316
 JV3316.The modeled gravity was interpolated from observed gravity values.
 JV3316
 JV3316;                    North         East    Units  Estimated Accuracy
 JV3316;SPC PA S     -    46,910.      601,950.      MT  (+/- 180 meters Scaled)
 JV3316
 JV3316                          SUPERSEDED SURVEY CONTROL
 JV3316
 JV3316  NGVD 29 (??/??/??)  199.645  (m)          655.00   (f) ADJUSTED    1 2
 JV3316
 JV3316.Superseded values are not recommended for survey control.
 JV3316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3316.See file dsdata.txt to determine how the superseded data were derived.
 JV3316
 JV3316_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK663042(NAD 83)
 JV3316_MARKER: DD = SURVEY DISK
 JV3316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3316_SP_SET: BRIDGE
 JV3316_STAMPING: J 266 1960
 JV3316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3316
 JV3316  HISTORY     - Date     Condition        Report By
 JV3316  HISTORY     - 1960     MONUMENTED       PADH
 JV3316  HISTORY     - 1960     GOOD             CGS
 JV3316  HISTORY     - 1979     GOOD             NGS
 JV3316  HISTORY     - 1980     GOOD             PAGS
 JV3316
 JV3316                          STATION DESCRIPTION
 JV3316
 JV3316'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JV3316'2.6 MI S FROM GREENCASTLE.
 JV3316'ABOUT 2.6 MILES SOUTH ALONG U.S. HWY. 11 FROM THE JUNCTION OF
 JV3316'STATE HWY. 16 AND U.S. 11 IN GREENCASTLE TO OVERHEAD BRIDGE
 JV3316'OVER INTERSTATE HWY. 81, STANDARD BENCH MARK DISK OF PENNSYLVANIA
 JV3316'DEPARTMENT OF HIGHWAYS DRILLED IN HORIZONTAL IN THE SOUTH EAST
 JV3316'WINGWALL OF BRIDGE, 20 FEET EAST OF THE CENTERLINE OF U.S. 11,
 JV3316'6 FEET NORTH OF THE GUARD RAIL.
 JV3316
 JV3316                          STATION RECOVERY (1979)
 JV3316
 JV3316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV3316'RECOVERED IN GOOD CONDITION.
 JV3316
 JV3316                          STATION RECOVERY (1980)
 JV3316
 JV3316'RECOVERY NOTE BY PENNSYLVANIA GEODETIC SURVEY 1980
 JV3316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1634 ***********************************************************************
 KV1634  DESIGNATION -  J 267 PADH
 KV1634  PID         -  KV1634
 KV1634  STATE/COUNTY-  PA/LEHIGH
 KV1634  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV1634
 KV1634                         *CURRENT SURVEY CONTROL
 KV1634  ___________________________________________________________________
 KV1634* NAD 83(1986)-  40 37 26.     (N)    075 29 26.     (W)     SCALED    
 KV1634* NAVD 88     -        89.308  (meters)     293.00   (feet)  ADJUSTED  
 KV1634  ___________________________________________________________________
 KV1634  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 KV1634  DYNAMIC HT  -          89.265 (meters)     292.86  (feet)  COMP
 KV1634  MODELED GRAV-     980,136.1   (mgal)                       NAVD 88
 KV1634
 KV1634  VERT ORDER  -  SECOND    CLASS 0
 KV1634
 KV1634.The horizontal coordinates were scaled from a topographic map and have
 KV1634.an estimated accuracy of +/- 6 seconds.
 KV1634
 KV1634.The orthometric height was determined by differential leveling
 KV1634.and adjusted by the National Geodetic Survey in June 1991..
 KV1634
 KV1634.The geoid height was determined by GEOID03.
 KV1634
 KV1634.The dynamic height is computed by dividing the NAVD 88
 KV1634.geopotential number by the normal gravity value computed on the
 KV1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1634.degrees latitude (g = 980.6199 gals.).
 KV1634
 KV1634.The modeled gravity was interpolated from observed gravity values.
 KV1634
 KV1634;                    North         East    Units  Estimated Accuracy
 KV1634;SPC PA S     -   145,740.      791,150.      MT  (+/- 180 meters Scaled)
 KV1634
 KV1634                          SUPERSEDED SURVEY CONTROL
 KV1634
 KV1634  NGVD 29 (??/??/??)   89.522  (m)          293.71   (f) ADJUSTED    2 0
 KV1634
 KV1634.Superseded values are not recommended for survey control.
 KV1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1634.See file dsdata.txt to determine how the superseded data were derived.
 KV1634
 KV1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK585971(NAD 83)
 KV1634_MARKER: DD = SURVEY DISK
 KV1634_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1634_SP_SET: CURB
 KV1634_STAMPING: J 267
 KV1634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1634
 KV1634  HISTORY     - Date     Condition        Report By
 KV1634  HISTORY     - 1960     MONUMENTED       PADH
 KV1634  HISTORY     - 1960     GOOD             CGS
 KV1634  HISTORY     - 1984     GOOD             USPSQD
 KV1634
 KV1634                          STATION DESCRIPTION
 KV1634
 KV1634'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV1634'0.4 MI W FROM ALLENTOWN.
 KV1634'0.35 MILE WEST ALONG U.S. HIGHWAY 22 FROM THE INTERCHANGE FORMED
 KV1634'BY U.S. HIGHWAY 22, STATE HIGHWAY 145 AND SEVENTH STREET, ON TOP
 KV1634'OF THE WEST END OF THE SOUTH CONCRETE CURB OF THE LARGE U.S.
 KV1634'HIGHWAY 22 BRIDGE OVER JORDAN CREEK, 21 FEET SOUTH OF THE CENTER
 KV1634'LINE OF THE EAST BOUND LANE OF THE HIGHWAY, 0.2 FOOT EAST OF THE
 KV1634'WEST END OF THE CURB AND 0.6 FOOT ABOVE THE LEVEL OF THE BRIDGE
 KV1634'FLOOR.
 KV1634
 KV1634                          STATION RECOVERY (1984)
 KV1634
 KV1634'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV1634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1752 ***********************************************************************
 KV1752  DESIGNATION -  J 268 PADH
 KV1752  PID         -  KV1752
 KV1752  STATE/COUNTY-  PA/NORTHAMPTON
 KV1752  USGS QUAD   -  HELLERTOWN (1992)
 KV1752
 KV1752                         *CURRENT SURVEY CONTROL
 KV1752  ___________________________________________________________________
 KV1752* NAD 83(1986)-  40 34 43.     (N)    075 20 45.     (W)     SCALED    
 KV1752* NAVD 88     -        83.620  (meters)     274.34   (feet)  ADJUSTED  
 KV1752  ___________________________________________________________________
 KV1752  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 KV1752  DYNAMIC HT  -          83.580 (meters)     274.21  (feet)  COMP
 KV1752  MODELED GRAV-     980,139.5   (mgal)                       NAVD 88
 KV1752
 KV1752  VERT ORDER  -  SECOND    CLASS 0
 KV1752
 KV1752.The horizontal coordinates were scaled from a topographic map and have
 KV1752.an estimated accuracy of +/- 6 seconds.
 KV1752
 KV1752.The orthometric height was determined by differential leveling
 KV1752.and adjusted by the National Geodetic Survey in June 1991..
 KV1752
 KV1752.The geoid height was determined by GEOID03.
 KV1752
 KV1752.The dynamic height is computed by dividing the NAVD 88
 KV1752.geopotential number by the normal gravity value computed on the
 KV1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1752.degrees latitude (g = 980.6199 gals.).
 KV1752
 KV1752.The modeled gravity was interpolated from observed gravity values.
 KV1752
 KV1752;                    North         East    Units  Estimated Accuracy
 KV1752;SPC PA S     -   141,040.      803,530.      MT  (+/- 180 meters Scaled)
 KV1752
 KV1752                          SUPERSEDED SURVEY CONTROL
 KV1752
 KV1752  NGVD 29 (??/??/??)   83.854  (m)          275.11   (f) ADJUSTED    2 0
 KV1752
 KV1752.Superseded values are not recommended for survey control.
 KV1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1752.See file dsdata.txt to determine how the superseded data were derived.
 KV1752
 KV1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK707920(NAD 83)
 KV1752_MARKER: DD = SURVEY DISK
 KV1752_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1752_SP_SET: BRIDGE
 KV1752_STAMPING: J 268
 KV1752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1752_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1752+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2004
 KV1752
 KV1752  HISTORY     - Date     Condition        Report By
 KV1752  HISTORY     - 1960     MONUMENTED       PADH
 KV1752  HISTORY     - 1960     GOOD             CGS
 KV1752  HISTORY     - 1964     GOOD             CGS
 KV1752  HISTORY     - 19910710 POOR             USPSQD
 KV1752  HISTORY     - 20020127 GOOD             USPSQD
 KV1752  HISTORY     - 20040826 GOOD             RETTEW
 KV1752  HISTORY     - 20060227 GOOD             PADT
 KV1752
 KV1752                          STATION DESCRIPTION
 KV1752
 KV1752'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV1752'AT HELLERTOWN.
 KV1752'0.2 MILE WEST ALONG COUNTY HIGHWAY 48003 FROM THE JUNCTION OF
 KV1752'STATE HIGHWAY 412 WITH COUNTY HIGHWAY 48003 AT THE SIGNAL LIGHTS
 KV1752'IN HELLERTOWN.  ALSO 1.6 MILES EAST ALONG COUNTY HIGHWAY 39002
 KV1752'FROM THE CROSSROAD INTERSECTION AT THE SOUTH EDGE OF FRIENDSVILLE
 KV1752'TO THE INTERSECTION OF COUNTY HIGHWAY 48003, THENCE NORTH AND
 KV1752'NORTHEAST ALONG COUNTY HIGHWAY 48003 FOR 2.12 MILES, 14.0 FEET
 KV1752'SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY 48003, 8.0 FEET EAST
 KV1752'OF POWERLINE POLE NO. B-34050 AND ABOUT LEVEL WITH THE HIGHWAY.
 KV1752'SET IN TOP OF THE SOUTHWEST CONCRETE WINGWALL OF A 35.0 FOOT
 KV1752'WIDE CONCRETE BRIDGE OF COUNTY HIGHWAY 48003 OVER A CREEK, ABOUT
 KV1752'0.1 MILE WEST OF A RAILROAD CROSSING AT THE SOUTHWEST EDGE OF
 KV1752'HELLERTOWN.
 KV1752
 KV1752                          STATION RECOVERY (1964)
 KV1752
 KV1752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV1752'RECOVERED IN GOOD CONDITION.
 KV1752
 KV1752                          STATION RECOVERY (1991)
 KV1752
 KV1752'RECOVERY NOTE BY US POWER SQUADRON 1991 (NS)
 KV1752'MARK RECOVERED IN POOR CONDITION.
 KV1752
 KV1752                          STATION RECOVERY (2002)
 KV1752
 KV1752'RECOVERY NOTE BY US POWER SQUADRON 2002 (NCS)
 KV1752'RECOVERED IN GOOD CONDITION.
 KV1752
 KV1752                          STATION RECOVERY (2004)
 KV1752
 KV1752'RECOVERY NOTE BY RETTEW ASSOCIATES 2004 (BDT)
 KV1752'RECOVERED IN GOOD CONDITION.
 KV1752
 KV1752                          STATION RECOVERY (2006)
 KV1752
 KV1752'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (SQ)
 KV1752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1684 ***********************************************************************
 KV1684  DESIGNATION -  J 269 PADH
 KV1684  PID         -  KV1684
 KV1684  STATE/COUNTY-  PA/NORTHAMPTON
 KV1684  USGS QUAD   -  EASTON (1994)
 KV1684
 KV1684                         *CURRENT SURVEY CONTROL
 KV1684  ___________________________________________________________________
 KV1684* NAD 83(1986)-  40 41 39.     (N)    075 12 49.     (W)     SCALED    
 KV1684* NAVD 88     -        64.745  (meters)     212.42   (feet)  ADJUSTED  
 KV1684  ___________________________________________________________________
 KV1684  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KV1684  DYNAMIC HT  -          64.715 (meters)     212.32  (feet)  COMP
 KV1684  MODELED GRAV-     980,157.4   (mgal)                       NAVD 88
 KV1684
 KV1684  VERT ORDER  -  SECOND    CLASS 0
 KV1684
 KV1684.The horizontal coordinates were scaled from a topographic map and have
 KV1684.an estimated accuracy of +/- 6 seconds.
 KV1684
 KV1684.The orthometric height was determined by differential leveling
 KV1684.and adjusted by the National Geodetic Survey in June 1991..
 KV1684
 KV1684.The geoid height was determined by GEOID03.
 KV1684
 KV1684.The dynamic height is computed by dividing the NAVD 88
 KV1684.geopotential number by the normal gravity value computed on the
 KV1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1684.degrees latitude (g = 980.6199 gals.).
 KV1684
 KV1684.The modeled gravity was interpolated from observed gravity values.
 KV1684
 KV1684;                    North         East    Units  Estimated Accuracy
 KV1684;SPC PA S     -   154,180.      814,350.      MT  (+/- 180 meters Scaled)
 KV1684
 KV1684                          SUPERSEDED SURVEY CONTROL
 KV1684
 KV1684  NGVD 29 (??/??/??)   64.958  (m)          213.12   (f) ADJUSTED    2 0
 KV1684
 KV1684.Superseded values are not recommended for survey control.
 KV1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1684.See file dsdata.txt to determine how the superseded data were derived.
 KV1684
 KV1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL819048(NAD 83)
 KV1684_MARKER: DD = SURVEY DISK
 KV1684_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1684_SP_SET: BRIDGE
 KV1684_STAMPING: J 269 1960
 KV1684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1684
 KV1684  HISTORY     - Date     Condition        Report By
 KV1684  HISTORY     - 1960     MONUMENTED       PADH
 KV1684  HISTORY     - 1961     GOOD             CGS
 KV1684  HISTORY     - 20021117 GOOD             USPSQD
 KV1684
 KV1684                          STATION DESCRIPTION
 KV1684
 KV1684'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV1684'0.5 MI NW FROM EASTON.
 KV1684'0.5 MILE NORTH WEST FROM WHERE U.S. HY. 22 GOES OVER 3RD. ST.
 KV1684'IN EASTON, LOCATED ON TOP OF THE SOUTH WEST WINGWALL OF A 200
 KV1684'FOOT CONCRETE BRIDGE OVER BUSHKILL CREEK AND BLACKTOP ROAD, 19.5
 KV1684'FEET SOUTH OF THE CENTERLINE OF EAST BOUND LANE, 33 FEET SOUTH
 KV1684'EAST OF THE CENTERLINE OF HY. 22, 66 FEET SOUTH WEST OF METAL
 KV1684'LIGHT POLE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY,
 KV1684'PENNSYLVANIA DEPARTMENT OF HIGHWAYS DISK DRILLED IN HORIZONTAL.
 KV1684'STAMPED J 269 1960.
 KV1684
 KV1684                          STATION RECOVERY (2002)
 KV1684
 KV1684'RECOVERY NOTE BY US POWER SQUADRON 2002 (ML)
 KV1684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0003 ***********************************************************************
 MA0003  DESIGNATION -  J 27
 MA0003  PID         -  MA0003
 MA0003  STATE/COUNTY-  PA/POTTER
 MA0003  USGS QUAD   -  WHARTON (1971)
 MA0003
 MA0003                         *CURRENT SURVEY CONTROL
 MA0003  ___________________________________________________________________
 MA0003* NAD 83(1986)-  41 31 45.     (N)    078 01 14.     (W)     SCALED    
 MA0003* NAVD 88     -       331.311  (meters)    1086.98   (feet)  ADJUSTED  
 MA0003  ___________________________________________________________________
 MA0003  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 MA0003  DYNAMIC HT  -         331.172 (meters)    1086.52  (feet)  COMP
 MA0003  MODELED GRAV-     980,194.7   (mgal)                       NAVD 88
 MA0003
 MA0003  VERT ORDER  -  SECOND    CLASS 0
 MA0003
 MA0003.The horizontal coordinates were scaled from a topographic map and have
 MA0003.an estimated accuracy of +/- 6 seconds.
 MA0003
 MA0003.The orthometric height was determined by differential leveling
 MA0003.and adjusted by the National Geodetic Survey in June 1991..
 MA0003
 MA0003.The geoid height was determined by GEOID03.
 MA0003
 MA0003.The dynamic height is computed by dividing the NAVD 88
 MA0003.geopotential number by the normal gravity value computed on the
 MA0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0003.degrees latitude (g = 980.6199 gals.).
 MA0003
 MA0003.The modeled gravity was interpolated from observed gravity values.
 MA0003
 MA0003;                    North         East    Units  Estimated Accuracy
 MA0003;SPC PA N     -   151,350.      577,420.      MT  (+/- 180 meters Scaled)
 MA0003
 MA0003                          SUPERSEDED SURVEY CONTROL
 MA0003
 MA0003  NGVD 29 (??/??/92)  331.471  (m)         1087.50   (f) ADJ UNCH    2 0
 MA0003
 MA0003.Superseded values are not recommended for survey control.
 MA0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0003.See file dsdata.txt to determine how the superseded data were derived.
 MA0003
 MA0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG485017(NAD 83)
 MA0003_MARKER: DB = BENCH MARK DISK
 MA0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0003_SP_SET: BRIDGE SEAT
 MA0003_STAMPING: J 27 1934
 MA0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0003
 MA0003  HISTORY     - Date     Condition        Report By
 MA0003  HISTORY     - 1934     MONUMENTED       CGS
 MA0003
 MA0003                          STATION DESCRIPTION
 MA0003
 MA0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0003'AT WHARTON.
 MA0003'AT WHARTON, POTTER COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 MA0003'AT BRIDGE 110/20, IN THE TOP OF THE WEST END OF THE NORTH STONE
 MA0003'BRIDGE SEAT, 12 FEET WEST OF THE CENTER LINE OF THE TRACK,
 MA0003'AND ABOUT 4 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 MA0003'DISK, STAMPED J 27 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0846 ***********************************************************************
 JU0846  DESIGNATION -  J 270
 JU0846  PID         -  JU0846
 JU0846  STATE/COUNTY-  PA/DELAWARE
 JU0846  USGS QUAD   -  LANSDOWNE (1994)
 JU0846
 JU0846                         *CURRENT SURVEY CONTROL
 JU0846  ___________________________________________________________________
 JU0846* NAD 83(1986)-  39 57 16.     (N)    075 20 04.     (W)     SCALED    
 JU0846* NAVD 88     -        48.996  (meters)     160.75   (feet)  ADJUSTED  
 JU0846  ___________________________________________________________________
 JU0846  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 JU0846  DYNAMIC HT  -          48.974 (meters)     160.68  (feet)  COMP
 JU0846  MODELED GRAV-     980,166.1   (mgal)                       NAVD 88
 JU0846
 JU0846  VERT ORDER  -  SECOND    CLASS 0
 JU0846
 JU0846.The horizontal coordinates were scaled from a topographic map and have
 JU0846.an estimated accuracy of +/- 6 seconds.
 JU0846
 JU0846.The orthometric height was determined by differential leveling
 JU0846.and adjusted by the National Geodetic Survey in June 1991..
 JU0846
 JU0846.The geoid height was determined by GEOID03.
 JU0846
 JU0846.The dynamic height is computed by dividing the NAVD 88
 JU0846.geopotential number by the normal gravity value computed on the
 JU0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0846.degrees latitude (g = 980.6199 gals.).
 JU0846
 JU0846.The modeled gravity was interpolated from observed gravity values.
 JU0846
 JU0846;                    North         East    Units  Estimated Accuracy
 JU0846;SPC PA S     -    71,790.      806,380.      MT  (+/- 180 meters Scaled)
 JU0846
 JU0846                          SUPERSEDED SURVEY CONTROL
 JU0846
 JU0846  NGVD 29 (??/??/??)   49.334  (m)          161.86   (f) ADJUSTED    2 0
 JU0846
 JU0846.Superseded values are not recommended for survey control.
 JU0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0846.See file dsdata.txt to determine how the superseded data were derived.
 JU0846
 JU0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK714227(NAD 83)
 JU0846_MARKER: DB = BENCH MARK DISK
 JU0846_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0846_SP_SET: BRIDGE
 JU0846_STAMPING: J 270 1961
 JU0846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0846
 JU0846  HISTORY     - Date     Condition        Report By
 JU0846  HISTORY     - 1961     MONUMENTED       CGS
 JU0846  HISTORY     - 20001118 GOOD             USPSQD
 JU0846
 JU0846                          STATION DESCRIPTION
 JU0846
 JU0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0846'IN UPPER DARBY.
 JU0846'LOCATED IN THE PILGRIM GARDEN DISTRICT OF UPPER DARBY, SET IN
 JU0846'TOP OF CONCRETE BANISTER FOR BRIDGE FOR EAGLE RD. OVER DARBY
 JU0846'CREEK AT THE PLAQUE (WITH WRITING) ON THE SIDE OF THE BRIDGE WITH
 JU0846'WALK, 37 FEET NORTH EAST OF THE SOUTH WEST END OF THE 120 FOOT
 JU0846'BRIDGE ABOUT 4 FEET ABOVE THE ROAD AND 3 1/2 FEET ABOVE THE
 JU0846'SIDEWALK, ABOUT 65 YARDS SOUTH WEST OF WHERE EAGLE RD BECOMES
 JU0846'EITHER WARRIOR RD OR BURMONT RD. AT A Y JUNCTION., 19 FEET SOUTH
 JU0846'EAST OF THE CENTERLINE OF EAGLE RD. STANDARD BENCH MARK DISK
 JU0846'DRILLED IN HORIZONTAL STAMPED J 270 1961
 JU0846
 JU0846                          STATION RECOVERY (2000)
 JU0846
 JU0846'RECOVERY NOTE BY US POWER SQUADRON 2000 (WCC)
 JU0846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0099 ***********************************************************************
 MB0099  DESIGNATION -  J 271
 MB0099  PID         -  MB0099
 MB0099  STATE/COUNTY-  PA/CRAWFORD
 MB0099  USGS QUAD   -  MEADVILLE (1990)
 MB0099
 MB0099                         *CURRENT SURVEY CONTROL
 MB0099  ___________________________________________________________________
 MB0099* NAD 83(1986)-  41 41 32.     (N)    080 12 28.     (W)     SCALED    
 MB0099* NAVD 88     -       334.367  (meters)    1097.00   (feet)  ADJUSTED  
 MB0099  ___________________________________________________________________
 MB0099  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 MB0099  DYNAMIC HT  -         334.229 (meters)    1096.55  (feet)  COMP
 MB0099  MODELED GRAV-     980,202.8   (mgal)                       NAVD 88
 MB0099
 MB0099  VERT ORDER  -  SECOND    CLASS 0
 MB0099
 MB0099.The horizontal coordinates were scaled from a topographic map and have
 MB0099.an estimated accuracy of +/- 6 seconds.
 MB0099
 MB0099.The orthometric height was determined by differential leveling
 MB0099.and adjusted by the National Geodetic Survey in June 1991..
 MB0099
 MB0099.The geoid height was determined by GEOID03.
 MB0099
 MB0099.The dynamic height is computed by dividing the NAVD 88
 MB0099.geopotential number by the normal gravity value computed on the
 MB0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0099.degrees latitude (g = 980.6199 gals.).
 MB0099
 MB0099.The modeled gravity was interpolated from observed gravity values.
 MB0099
 MB0099;                    North         East    Units  Estimated Accuracy
 MB0099;SPC PA N     -   172,320.      395,430.      MT  (+/- 180 meters Scaled)
 MB0099
 MB0099                          SUPERSEDED SURVEY CONTROL
 MB0099
 MB0099  NGVD 29 (??/??/92)  334.536  (m)         1097.56   (f) ADJ UNCH    2 0
 MB0099
 MB0099.Superseded values are not recommended for survey control.
 MB0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0099.See file dsdata.txt to determine how the superseded data were derived.
 MB0099
 MB0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG659159(NAD 83)
 MB0099_MARKER: DB = BENCH MARK DISK
 MB0099_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0099_SP_SET: CULVERT
 MB0099_STAMPING: J 271 1961
 MB0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0099
 MB0099  HISTORY     - Date     Condition        Report By
 MB0099  HISTORY     - 1961     MONUMENTED       CGS
 MB0099
 MB0099                          STATION DESCRIPTION
 MB0099
 MB0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0099'4.8 MI SW FROM SAEGERTOWN.
 MB0099'ABOUT 0.2 MILE NORTH ALONG U.S. HIGHWAY 19 FROM THE POSTOFFICE
 MB0099'IN SAEGERTOWN, THENCE 2.8 MILES WEST ALONG COUNTY HIGHWAY 20054,
 MB0099'THENCE 2.4 MILES SOUTH ALONG TOWNSHIP ROAD 520, THENCE 0.7 WEST
 MB0099'ALONG TOWNSHIP ROAD 649, 83.0 FEET SOUTHEAST OF THE SOUTHEAST
 MB0099'CORNER OF A FARMHOUSE, 27.0 FEET EAST OF A GRAVELED DRIVEWAY.
 MB0099'SET IN TOP OF THE NORTHEAST WINGWALL OF A 9.0 FOOT WIDE BOX CULVERT
 MB0099'OVER A SMALL STREAM AND 11.0 FEET SOUTH OF THE CENTERLINE OF
 MB0099'AN EAST AND WEST GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0140 ***********************************************************************
 MB0140  DESIGNATION -  J 272
 MB0140  PID         -  MB0140
 MB0140  STATE/COUNTY-  PA/ERIE
 MB0140  USGS QUAD   -  EDINBORO NORTH (1977)
 MB0140
 MB0140                         *CURRENT SURVEY CONTROL
 MB0140  ___________________________________________________________________
 MB0140* NAD 83(1986)-  41 54 54.     (N)    080 09 51.     (W)     SCALED    
 MB0140* NAVD 88     -       409.891  (meters)    1344.78   (feet)  ADJUSTED  
 MB0140  ___________________________________________________________________
 MB0140  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 MB0140  DYNAMIC HT  -         409.730 (meters)    1344.26  (feet)  COMP
 MB0140  MODELED GRAV-     980,216.8   (mgal)                       NAVD 88
 MB0140
 MB0140  VERT ORDER  -  SECOND    CLASS 0
 MB0140
 MB0140.The horizontal coordinates were scaled from a topographic map and have
 MB0140.an estimated accuracy of +/- 6 seconds.
 MB0140
 MB0140.The orthometric height was determined by differential leveling
 MB0140.and adjusted by the National Geodetic Survey in June 1991..
 MB0140
 MB0140.The geoid height was determined by GEOID03.
 MB0140
 MB0140.The dynamic height is computed by dividing the NAVD 88
 MB0140.geopotential number by the normal gravity value computed on the
 MB0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0140.degrees latitude (g = 980.6199 gals.).
 MB0140
 MB0140.The modeled gravity was interpolated from observed gravity values.
 MB0140
 MB0140;                    North         East    Units  Estimated Accuracy
 MB0140;SPC PA N     -   196,960.      399,750.      MT  (+/- 180 meters Scaled)
 MB0140
 MB0140                          SUPERSEDED SURVEY CONTROL
 MB0140
 MB0140  NGVD 29 (??/??/92)  410.070  (m)         1345.37   (f) ADJ UNCH    2 0
 MB0140
 MB0140.Superseded values are not recommended for survey control.
 MB0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0140.See file dsdata.txt to determine how the superseded data were derived.
 MB0140
 MB0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG693406(NAD 83)
 MB0140_MARKER: DB = BENCH MARK DISK
 MB0140_SETTING: 80 = SET IN A BOULDER
 MB0140_SP_SET: BOULDER
 MB0140_STAMPING: J 272 1961
 MB0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0140+STABILITY: SURFACE MOTION
 MB0140
 MB0140  HISTORY     - Date     Condition        Report By
 MB0140  HISTORY     - 1961     MONUMENTED       CGS
 MB0140  HISTORY     - 20060520 MARK NOT FOUND   USPSQD
 MB0140
 MB0140                          STATION DESCRIPTION
 MB0140
 MB0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0140'5.6 MI NW FROM EDINBORO.
 MB0140'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 99 TO THE JUNCTION OF
 MB0140'U.S. HIGHWAY 6 NORTH FROM THE POST OFFICE IN EDINBORO, THENCE
 MB0140'2.0 MILES WEST ALONG U.S. HIGHWAY 6N, THENCE 4.5 MILES NORTH
 MB0140'ALONG TOWNSHIP ROAD 448, 53.6 FEET NORTHEAST OF TELEPHONE POLE
 MB0140'NO. 2867, 36.8 FEET EAST OF THE CENTERLINE OF TOWNSHIP ROAD 448
 MB0140'AND 16.0 EAST OF A STANDARD WITNESS MARKER SECURED TO THE SOUTH
 MB0140'GATE POST OF THE ENTRANCE INTO THE PASTURE.  SET IN A DRILL HOLE
 MB0140'IN TOP OF A 2 X 2 FOOT BOULDER FLUSH WITH THE SURFACE OF THE
 MB0140'GROUND AND ABOUT LEVEL WITH THE ROAD.
 MB0140
 MB0140                          STATION RECOVERY (2006)
 MB0140
 MB0140'RECOVERY NOTE BY US POWER SQUADRON 2006 (SL)
 MB0140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0167 ***********************************************************************
 MB0167  DESIGNATION -  J 273
 MB0167  PID         -  MB0167
 MB0167  STATE/COUNTY-  PA/ERIE
 MB0167  USGS QUAD   -  EAST SPRINGFIELD (1990)
 MB0167
 MB0167                         *CURRENT SURVEY CONTROL
 MB0167  ___________________________________________________________________
 MB0167* NAD 83(1986)-  41 56 42.     (N)    080 23 59.     (W)     SCALED    
 MB0167* NAVD 88     -       249.103  (meters)     817.27   (feet)  ADJUSTED  
 MB0167  ___________________________________________________________________
 MB0167  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 MB0167  DYNAMIC HT  -         249.011 (meters)     816.96  (feet)  COMP
 MB0167  MODELED GRAV-     980,247.9   (mgal)                       NAVD 88
 MB0167
 MB0167  VERT ORDER  -  SECOND    CLASS 0
 MB0167
 MB0167.The horizontal coordinates were scaled from a topographic map and have
 MB0167.an estimated accuracy of +/- 6 seconds.
 MB0167
 MB0167.The orthometric height was determined by differential leveling
 MB0167.and adjusted by the National Geodetic Survey in June 1991..
 MB0167
 MB0167.The geoid height was determined by GEOID03.
 MB0167
 MB0167.The dynamic height is computed by dividing the NAVD 88
 MB0167.geopotential number by the normal gravity value computed on the
 MB0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0167.degrees latitude (g = 980.6199 gals.).
 MB0167
 MB0167.The modeled gravity was interpolated from observed gravity values.
 MB0167
 MB0167;                    North         East    Units  Estimated Accuracy
 MB0167;SPC PA N     -   200,860.      380,310.      MT  (+/- 180 meters Scaled)
 MB0167
 MB0167                          SUPERSEDED SURVEY CONTROL
 MB0167
 MB0167  NGVD 29 (??/??/92)  249.289  (m)          817.88   (f) ADJ UNCH    2 0
 MB0167
 MB0167.Superseded values are not recommended for survey control.
 MB0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0167.See file dsdata.txt to determine how the superseded data were derived.
 MB0167
 MB0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG497438(NAD 83)
 MB0167_MARKER: DB = BENCH MARK DISK
 MB0167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0167_SP_SET: CULVERT
 MB0167_STAMPING: J 273 1961
 MB0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0167
 MB0167  HISTORY     - Date     Condition        Report By
 MB0167  HISTORY     - 1961     MONUMENTED       CGS
 MB0167  HISTORY     - 1967     GOOD             NGS
 MB0167  HISTORY     - 1975     GOOD             NGS
 MB0167
 MB0167                          STATION DESCRIPTION
 MB0167
 MB0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0167'1.5 MI SE FROM WEST SPRINGFIELD.
 MB0167'ABOUT 3.3 MILES EAST ALONG INTERSTATE HIGHWAY 90 FROM THE
 MB0167'JUNCTION OF U.S. HIGHWAY 6N AND INTERSTATE HIGHWAY 90 TO
 MB0167'CONCRETE CULVERT AT RAMP LEADING TO AN OVERHEAD BRIDGE AND
 MB0167'MARK.  IT IS DRILLED IN TOP OF THE CULVERT 1.0 FOOT LOWER
 MB0167'THAN THE HIGHWAY, 39.0 FEET NORTH OF CENTER OF RAMP LEADING
 MB0167'TO BRIDGE, AND 0.1 MILE EAST OF THE BRIDGE.
 MB0167
 MB0167                          STATION RECOVERY (1967)
 MB0167
 MB0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MB0167'RECOVERED IN GOOD CONDITION.
 MB0167
 MB0167                          STATION RECOVERY (1975)
 MB0167
 MB0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 MB0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0079 ***********************************************************************
 ND0079  DESIGNATION -  J 274
 ND0079  PID         -  ND0079
 ND0079  STATE/COUNTY-  PA/ERIE
 ND0079  USGS QUAD   -  ERIE SOUTH (1996)
 ND0079
 ND0079                         *CURRENT SURVEY CONTROL
 ND0079  ___________________________________________________________________
 ND0079* NAD 83(1986)-  42 05 36.     (N)    080 00 22.     (W)     SCALED    
 ND0079* NAVD 88     -       339.150  (meters)    1112.69   (feet)  ADJUSTED  
 ND0079  ___________________________________________________________________
 ND0079  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 ND0079  DYNAMIC HT  -         339.024 (meters)    1112.28  (feet)  COMP
 ND0079  MODELED GRAV-     980,241.7   (mgal)                       NAVD 88
 ND0079
 ND0079  VERT ORDER  -  SECOND    CLASS 0
 ND0079
 ND0079.The horizontal coordinates were scaled from a topographic map and have
 ND0079.an estimated accuracy of +/- 6 seconds.
 ND0079
 ND0079.The orthometric height was determined by differential leveling
 ND0079.and adjusted by the National Geodetic Survey in June 1991..
 ND0079
 ND0079.The geoid height was determined by GEOID03.
 ND0079
 ND0079.The dynamic height is computed by dividing the NAVD 88
 ND0079.geopotential number by the normal gravity value computed on the
 ND0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0079.degrees latitude (g = 980.6199 gals.).
 ND0079
 ND0079.The modeled gravity was interpolated from observed gravity values.
 ND0079
 ND0079;                    North         East    Units  Estimated Accuracy
 ND0079;SPC PA N     -   216,400.      413,370.      MT  (+/- 180 meters Scaled)
 ND0079
 ND0079                          SUPERSEDED SURVEY CONTROL
 ND0079
 ND0079  NGVD 29 (??/??/92)  339.365  (m)         1113.40   (f) ADJ UNCH    2 0
 ND0079
 ND0079.Superseded values are not recommended for survey control.
 ND0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0079.See file dsdata.txt to determine how the superseded data were derived.
 ND0079
 ND0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG821606(NAD 83)
 ND0079_MARKER: DD = SURVEY DISK
 ND0079_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ND0079_SP_SET: BRIDGE
 ND0079_STAMPING: J 274
 ND0079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0079
 ND0079  HISTORY     - Date     Condition        Report By
 ND0079  HISTORY     - UNK      MONUMENTED       PADH
 ND0079  HISTORY     - 1961     GOOD             NGS
 ND0079
 ND0079                          STATION DESCRIPTION
 ND0079
 ND0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ND0079'8.1 MI SE FROM ERIE.
 ND0079'ABOUT 3.0 MILES SOUTH OF ERIE CITY LIMITS ALONG U.S. HIGHWAY 19
 ND0079'TO JUNCTION OF INTERSTATE HIGHWAY 90 AND U.S. HIGHWAY 19, THENCE
 ND0079'EAST ALONG INTERSTATE HIGHWAY 90 FOR 5.1 MILE, 28.0 FEET SOUTH OF
 ND0079'THE CENTERLINE OF EAST BOUND LANE OF TRAFFIC, 1.0 FOOT EAST OF THE
 ND0079'WEST END OF THE BRIDGE, AND ABOUT 2.0 FEET ABOVE THE LEVEL OF THE
 ND0079'HIGHWAY. IT IS SET IN THE SOUTHWEST CORNER OF A 180 FOOT CONCRETE
 ND0079'BRIDGE OVER STATE HIGHWAY 8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0080 ***********************************************************************
 ND0080  DESIGNATION -  J 274 RESET 1977
 ND0080  PID         -  ND0080
 ND0080  STATE/COUNTY-  PA/ERIE
 ND0080  USGS QUAD   -  ERIE SOUTH (1996)
 ND0080
 ND0080                         *CURRENT SURVEY CONTROL
 ND0080  ___________________________________________________________________
 ND0080* NAD 83(1986)-  42 05 36.     (N)    080 00 22.     (W)     SCALED    
 ND0080* NAVD 88     -       339.40   (+/-2cm)    1113.5    (feet)  VERTCON   
 ND0080  ___________________________________________________________________
 ND0080  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 ND0080
 ND0080  VERT ORDER  -  THIRD (See Below)
 ND0080
 ND0080.The horizontal coordinates were scaled from a topographic map and have
 ND0080.an estimated accuracy of +/- 6 seconds.
 ND0080
 ND0080.The NAVD 88 height was computed by applying the VERTCON shift value to
 ND0080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ND0080.The vertical order pertains to the NGVD 29 superseded value.
 ND0080
 ND0080.The geoid height was determined by GEOID03.
 ND0080
 ND0080;                    North         East    Units  Estimated Accuracy
 ND0080;SPC PA N     -   216,400.      413,370.      MT  (+/- 180 meters Scaled)
 ND0080
 ND0080                          SUPERSEDED SURVEY CONTROL
 ND0080
 ND0080  NGVD 29 (02/24/03)  339.60   (m)         1114.2    (f) RESET       3  
 ND0080
 ND0080.Superseded values are not recommended for survey control.
 ND0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0080.See file dsdata.txt to determine how the superseded data were derived.
 ND0080
 ND0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG821606(NAD 83)
 ND0080_MARKER: DB = BENCH MARK DISK
 ND0080_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ND0080_SP_SET: BRIDGE BANISTER
 ND0080_STAMPING: J 274 RESET 1977
 ND0080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0080
 ND0080  HISTORY     - Date     Condition        Report By
 ND0080  HISTORY     - 1977     MONUMENTED       NGS
 ND0080
 ND0080                          STATION DESCRIPTION
 ND0080
 ND0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 ND0080'4 3/4 MI SE FROM ERIE.
 ND0080'LOCATED 7.55 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 90 FROM ITS
 ND0080'JUNCTION WITH INTERSTATE HIGHWAY 79, IN THE SOUTHWEST PART OF THE
 ND0080'SOUTH BANISTER OF A BRIDGE FOR THE WEST BOUND LANE OF INTERSTATE
 ND0080'HIGHWAY 90, 19.5 FEET SOUTHEAST OF THE CENTER OF THE WEST BOUND
 ND0080'LANE OF INTERSTATE HIGHWAY 90 AND 12.5 FEET NORTHEAST OF THE
 ND0080'SOUTHWEST EDGE OF THE BANISTER. 3 FEET INTERSTATE HIGHWAY 90., 55
 ND0080'MILES NE OF BENCH MARK BELLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1785 ***********************************************************************
 JV1785  DESIGNATION -  J 275 PADH
 JV1785  PID         -  JV1785
 JV1785  STATE/COUNTY-  PA/YORK
 JV1785  USGS QUAD   -  GLEN ROCK (1984)
 JV1785
 JV1785                         *CURRENT SURVEY CONTROL
 JV1785  ___________________________________________________________________
 JV1785* NAD 83(1986)-  39 48 01.     (N)    076 44 20.     (W)     SCALED    
 JV1785* NAVD 88     -       163.999  (meters)     538.05   (feet)  ADJUSTED  
 JV1785  ___________________________________________________________________
 JV1785  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JV1785  DYNAMIC HT  -         163.918 (meters)     537.79  (feet)  COMP
 JV1785  MODELED GRAV-     980,126.2   (mgal)                       NAVD 88
 JV1785
 JV1785  VERT ORDER  -  SECOND    CLASS 0
 JV1785
 JV1785.The horizontal coordinates were scaled from a topographic map and have
 JV1785.an estimated accuracy of +/- 6 seconds.
 JV1785
 JV1785.The orthometric height was determined by differential leveling
 JV1785.and adjusted by the National Geodetic Survey in June 1991..
 JV1785
 JV1785.The geoid height was determined by GEOID03.
 JV1785
 JV1785.The dynamic height is computed by dividing the NAVD 88
 JV1785.geopotential number by the normal gravity value computed on the
 JV1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1785.degrees latitude (g = 980.6199 gals.).
 JV1785
 JV1785.The modeled gravity was interpolated from observed gravity values.
 JV1785
 JV1785;                    North         East    Units  Estimated Accuracy
 JV1785;SPC PA S     -    52,340.      686,590.      MT  (+/- 180 meters Scaled)
 JV1785
 JV1785                          SUPERSEDED SURVEY CONTROL
 JV1785
 JV1785  NGVD 29 (??/??/??)  164.226  (m)          538.80   (f) ADJUSTED    2 0
 JV1785
 JV1785.Superseded values are not recommended for survey control.
 JV1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1785.See file dsdata.txt to determine how the superseded data were derived.
 JV1785
 JV1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK511070(NAD 83)
 JV1785_MARKER: DD = SURVEY DISK
 JV1785_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1785_SP_SET: BRIDGE
 JV1785_STAMPING: K 275 1961
 JV1785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1785
 JV1785  HISTORY     - Date     Condition        Report By
 JV1785  HISTORY     - 1961     MONUMENTED       PADH
 JV1785  HISTORY     - 1961     GOOD             CGS
 JV1785  HISTORY     - 1987     GOOD             USPSQD
 JV1785  HISTORY     - 1988     GOOD             USPSQD
 JV1785  HISTORY     - 19920815 GOOD             USPSQD
 JV1785
 JV1785                          STATION DESCRIPTION
 JV1785
 JV1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JV1785'8.8 MI NW FROM SHREWSBURY.
 JV1785'0.8 MILE EAST ALONG STATE HIGHWAY 851 FROM THE NEW YORK BANK AND
 JV1785'TRUST COMPANY BUILDING IN SHREWSBURY, THENCE 4.0 MILES NORTH
 JV1785'ALONG INTERSTATE HIGHWAY 83 (U.S. HIGHWAY 111), THENCE 0.6 MILE
 JV1785'WEST ALONG COUNTY HIGHWAY 66084, THENCE 0.6 MILE NORTH ALONG OLD
 JV1785'ROUTE U.S. HIGHWAY 111, THENCE 2.8 MILES WEST-SOUTHWEST ALONG
 JV1785'STATE HIGHWAY 216, 156.0 FEET EAST-SOUTHEAST OF THE EAST RAIL OF
 JV1785'RAILROAD CROSSING, 0.05 MILE WEST OF THE JUNCTION OF STATE
 JV1785'HIGHWAY 216 AND STATE HIGHWAY 616 AND 14.4 FEET SOUTH OF THE
 JV1785'CENTERLINE OF STATE HIGHWAY 216.  SET IN TOP OF THE SOUTHWEST
 JV1785'WINGWALL OF A 58.0 FOOT LONG CONCRETE BRIDGE OVER A SMALL STREAM
 JV1785'AND UNDER STATE HIGHWAY 216 AND IS ABOUT THE SAME LEVEL AS THE
 JV1785'HIGHWAY.
 JV1785
 JV1785                          STATION RECOVERY (1987)
 JV1785
 JV1785'RECOVERY NOTE BY US POWER SQUADRON 1987 (RED)
 JV1785'RECOVERED IN GOOD CONDITION.
 JV1785
 JV1785                          STATION RECOVERY (1988)
 JV1785
 JV1785'RECOVERY NOTE BY US POWER SQUADRON 1988 (RED)
 JV1785'RECOVERED IN GOOD CONDITION.
 JV1785
 JV1785                          STATION RECOVERY (1992)
 JV1785
 JV1785'RECOVERY NOTE BY US POWER SQUADRON 1992 (CFW)
 JV1785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0739 ***********************************************************************
 JU0739  DESIGNATION -  J 276
 JU0739  PID         -  JU0739
 JU0739  STATE/COUNTY-  PA/PHILADELPHIA
 JU0739  USGS QUAD   -  PHILADELPHIA (1994)
 JU0739
 JU0739                         *CURRENT SURVEY CONTROL
 JU0739  ___________________________________________________________________
 JU0739* NAD 83(1986)-  39 54 25.     (N)    075 08 20.     (W)     SCALED    
 JU0739* NAVD 88     -         2.744  (meters)       9.00   (feet)  ADJUSTED  
 JU0739  ___________________________________________________________________
 JU0739  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 JU0739  DYNAMIC HT  -           2.743 (meters)       9.00  (feet)  COMP
 JU0739  MODELED GRAV-     980,185.1   (mgal)                       NAVD 88
 JU0739
 JU0739  VERT ORDER  -  FIRST     CLASS II
 JU0739
 JU0739.The horizontal coordinates were scaled from a topographic map and have
 JU0739.an estimated accuracy of +/- 6 seconds.
 JU0739
 JU0739.The orthometric height was determined by differential leveling
 JU0739.and adjusted by the National Geodetic Survey in June 1991..
 JU0739.WARNING-Repeat measurements at this control monument indicate possible
 JU0739.vertical movement.
 JU0739
 JU0739.The geoid height was determined by GEOID03.
 JU0739
 JU0739.The dynamic height is computed by dividing the NAVD 88
 JU0739.geopotential number by the normal gravity value computed on the
 JU0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0739.degrees latitude (g = 980.6199 gals.).
 JU0739
 JU0739.The modeled gravity was interpolated from observed gravity values.
 JU0739
 JU0739;                    North         East    Units  Estimated Accuracy
 JU0739;SPC PA S     -    66,990.      823,240.      MT  (+/- 180 meters Scaled)
 JU0739
 JU0739                          SUPERSEDED SURVEY CONTROL
 JU0739
 JU0739  NGVD 29 (01/10/92)    3.050  (m)           10.01   (f) ADJUSTED    1 2
 JU0739
 JU0739.Superseded values are not recommended for survey control.
 JU0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0739.See file dsdata.txt to determine how the superseded data were derived.
 JU0739
 JU0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK881174(NAD 83)
 JU0739_MARKER: DB = BENCH MARK DISK
 JU0739_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0739_SP_SET: FOUNDATION
 JU0739_STAMPING: J 276 1961
 JU0739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0739
 JU0739  HISTORY     - Date     Condition        Report By
 JU0739  HISTORY     - 1961     MONUMENTED       CGS
 JU0739  HISTORY     - 1963     GOOD             CGS
 JU0739  HISTORY     - 1979     GOOD             NGS
 JU0739
 JU0739                          STATION DESCRIPTION
 JU0739
 JU0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0739'IN PHILADELPHIA.
 JU0739'SET UNDER THE WALT WHITMAN BRIDGE IN THE DOCK AREA OF PHILADELPHIA.
 JU0739'SET IN TOP AND AT THE NORTH EAST CORNER OF A 1 1/2 FOOT SQUARE
 JU0739'CONCRETE FOUNDATION FOR A WATER HYDRANT.  THIS HYDRANT IS NOW
 JU0739'PROTECTED BY THREE STEEL POSTS, AND IS 1 1/2 FEET SOUTH OF A
 JU0739'FENCE AROUND THE PIERS FOR THE BRIDGE.  48 FEET EAST OF THE
 JU0739'CENTERLINE OF A ROAD THAT GOES BETWEEN THE PIERS, 27 FEET WEST
 JU0739'OF THE SOUTH EAST CORNER OF THE FENCE AROUND THE PIERS, 63 FEET
 JU0739'NORTH OF THE NORTH RAIL OF A SPUR TRACK THAT CROSSES DELAWARE
 JU0739'AVENUE EAST OF THE BM, ACROSS DELAWARE AVENUE AND ROAD ABOUT 200
 JU0739'YARDS NORTH WEST OF OLD HICKORY BOURBON BUILDING AND ABOUT 1 FOOT
 JU0739'ABOVE THE STREET.
 JU0739
 JU0739                          STATION RECOVERY (1963)
 JU0739
 JU0739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JU0739'RECOVERED IN GOOD CONDITION.
 JU0739
 JU0739                          STATION RECOVERY (1979)
 JU0739
 JU0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0902 ***********************************************************************
 JU0902  DESIGNATION -  J 277
 JU0902  PID         -  JU0902
 JU0902  STATE/COUNTY-  PA/DELAWARE
 JU0902  USGS QUAD   -  PHILADELPHIA (1994)
 JU0902
 JU0902                         *CURRENT SURVEY CONTROL
 JU0902  ___________________________________________________________________
 JU0902* NAD 83(1986)-  39 52 31.     (N)    075 14 58.     (W)     SCALED    
 JU0902* NAVD 88     -         0.870  (meters)       2.85   (feet)  ADJUSTED  
 JU0902  ___________________________________________________________________
 JU0902  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 JU0902  DYNAMIC HT  -           0.870 (meters)       2.85  (feet)  COMP
 JU0902  MODELED GRAV-     980,182.4   (mgal)                       NAVD 88
 JU0902
 JU0902  VERT ORDER  -  SECOND    CLASS 0
 JU0902
 JU0902.The horizontal coordinates were scaled from a topographic map and have
 JU0902.an estimated accuracy of +/- 6 seconds.
 JU0902
 JU0902.The orthometric height was determined by differential leveling
 JU0902.and adjusted by the National Geodetic Survey in June 1991..
 JU0902
 JU0902.The geoid height was determined by GEOID03.
 JU0902
 JU0902.The dynamic height is computed by dividing the NAVD 88
 JU0902.geopotential number by the normal gravity value computed on the
 JU0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0902.degrees latitude (g = 980.6199 gals.).
 JU0902
 JU0902.The modeled gravity was interpolated from observed gravity values.
 JU0902
 JU0902;                    North         East    Units  Estimated Accuracy
 JU0902;SPC PA S     -    63,200.      813,890.      MT  (+/- 180 meters Scaled)
 JU0902
 JU0902                          SUPERSEDED SURVEY CONTROL
 JU0902
 JU0902  NGVD 29 (??/??/??)    1.219  (m)            4.00   (f) ADJUSTED    2 0
 JU0902
 JU0902.Superseded values are not recommended for survey control.
 JU0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0902.See file dsdata.txt to determine how the superseded data were derived.
 JU0902
 JU0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK786139(NAD 83)
 JU0902_MARKER: DB = BENCH MARK DISK
 JU0902_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0902_SP_SET: CULVERT
 JU0902_STAMPING: J 277 1961
 JU0902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0902
 JU0902  HISTORY     - Date     Condition        Report By
 JU0902  HISTORY     - 1961     MONUMENTED       CGS
 JU0902  HISTORY     - 20001118 MARK NOT FOUND   USPSQD
 JU0902
 JU0902                          STATION DESCRIPTION
 JU0902
 JU0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0902'AT PHILADELPHIA.
 JU0902'SET IN TOP OF THE HEADWALL OF A CULVERT UNDER GOVERNOR PRINTZ
 JU0902'BLVD. AT THE JUNCTION OF GOVERNOR PRINTZ BLVD. AND ISLAND ROAD
 JU0902'AND TINICUM AVENUE, (GOVERNOR PRINTZ BLVD. IS ALSO INDUSTRIAL
 JU0902'HIGHWAY), 55 FEET NORTHEAST OF PHILA. ELECTRIC CO. POLE NO.
 JU0902'56047, 95 FEET SOUTHEAST OF POLE NO. 64, 60 FEET NORTHEAST OF THE
 JU0902'MAIN TRAFFIC ISLAND ON INDUSTRIAL HIGHWAY, 30 FEET EAST OF THE
 JU0902'CENTERLINE OF TINICUM AVENUE, APPROXIMATELY 200 YARDS NORTH AND
 JU0902'ACROSS THE HIGHWAYS FROM THE LARGE TWA HANGAR ON THE INTERNATIONAL
 JU0902'AIRPORT AND ABOUT LEVEL WITH THE AVENUE.
 JU0902
 JU0902                          STATION RECOVERY (2000)
 JU0902
 JU0902'RECOVERY NOTE BY US POWER SQUADRON 2000 (RH)
 JU0902'MARKER IS IN VICINITY OF EXTENSIVE CONSTRUCTION AT PHILADELPHIA
 JU0902'INTERNATIONAL AIRPORT. MARKER MOST LIKELY WAS MOVED OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1586 ***********************************************************************
 LY1586  DESIGNATION -  J 278
 LY1586  PID         -  LY1586
 LY1586  STATE/COUNTY-  PA/LACKAWANNA
 LY1586  USGS QUAD   -  SCRANTON (1994)
 LY1586
 LY1586                         *CURRENT SURVEY CONTROL
 LY1586  ___________________________________________________________________
 LY1586* NAD 83(1986)-  41 26 53.     (N)    075 38 01.     (W)     SCALED    
 LY1586* NAVD 88     -       232.288  (meters)     762.10   (feet)  ADJUSTED  
 LY1586  ___________________________________________________________________
 LY1586  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 LY1586  DYNAMIC HT  -         232.197 (meters)     761.80  (feet)  COMP
 LY1586  MODELED GRAV-     980,224.6   (mgal)                       NAVD 88
 LY1586
 LY1586  VERT ORDER  -  SECOND    CLASS 0
 LY1586
 LY1586.The horizontal coordinates were scaled from a topographic map and have
 LY1586.an estimated accuracy of +/- 6 seconds.
 LY1586
 LY1586.The orthometric height was determined by differential leveling
 LY1586.and adjusted by the National Geodetic Survey in June 1991..
 LY1586
 LY1586.The geoid height was determined by GEOID03.
 LY1586
 LY1586.The dynamic height is computed by dividing the NAVD 88
 LY1586.geopotential number by the normal gravity value computed on the
 LY1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1586.degrees latitude (g = 980.6199 gals.).
 LY1586
 LY1586.The modeled gravity was interpolated from observed gravity values.
 LY1586
 LY1586;                    North         East    Units  Estimated Accuracy
 LY1586;SPC PA N     -   144,460.      776,830.      MT  (+/- 180 meters Scaled)
 LY1586
 LY1586                          SUPERSEDED SURVEY CONTROL
 LY1586
 LY1586  NGVD 29 (??/??/92)  232.506  (m)          762.81   (f) ADJ UNCH    2 0
 LY1586
 LY1586.Superseded values are not recommended for survey control.
 LY1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1586.See file dsdata.txt to determine how the superseded data were derived.
 LY1586
 LY1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL470886(NAD 83)
 LY1586_MARKER: DD = SURVEY DISK
 LY1586_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1586_SP_SET: OVERPASS
 LY1586_STAMPING: J 278 1961
 LY1586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1586
 LY1586  HISTORY     - Date     Condition        Report By
 LY1586  HISTORY     - 1961     MONUMENTED       PADH
 LY1586  HISTORY     - 1961     GOOD             NGS
 LY1586  HISTORY     - 19941230 MARK NOT FOUND   USGS
 LY1586  HISTORY     - 19990701 MARK NOT FOUND   PADT
 LY1586  HISTORY     - 20050519 POOR             PADT
 LY1586
 LY1586                          STATION DESCRIPTION
 LY1586
 LY1586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LY1586'0.3 MI S FROM DICKSON CITY.
 LY1586'0.3 MILE SOUTH ALONG SCRANTON BY-PASS FROM THE OVERPASS OVER MAIN
 LY1586'ST. IN DICKSON CITY, SET IN SOUTH EAST END OF WINGWALL FOR
 LY1586'OVERPASS OVER BOULEVARD AVE, 39 FEET NORTH EAST OF THE MEDIAN
 LY1586'STRIP FOR BRIDGES, IN BRIDGE FOR NORTH BOUND LANE, PENNSYLVANIA
 LY1586'DEPARTMENT OF HIGHWAYS DISK DRILLED IN HORIZONTAL, STAMPED
 LY1586'J 278 1961.
 LY1586
 LY1586                          STATION RECOVERY (1994)
 LY1586
 LY1586'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (DH)
 LY1586'MARK NOT FOUND.
 LY1586
 LY1586                          STATION RECOVERY (1999)
 LY1586
 LY1586'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (JG)
 LY1586'MARK NOT FOUND.
 LY1586
 LY1586                          STATION RECOVERY (2005)
 LY1586
 LY1586'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (JMT)
 LY1586'PENNDOT SURVEY BY JMT SURVEYS ESTABLISHED A NEW ELEVATION OF 233.360 M
 LY1586'(765.62 FT) ON AN NGS DISK STAMPED RESET 1984.  SURVEY TIED TO B 56
 LY1586'(PID LY1338) AN S 278 (PID LY1369).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1657 ***********************************************************************
 LY1657  DESIGNATION -  J 279
 LY1657  PID         -  LY1657
 LY1657  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1657  USGS QUAD   -  HARFORD (1992)
 LY1657
 LY1657                         *CURRENT SURVEY CONTROL
 LY1657  ___________________________________________________________________
 LY1657* NAD 83(1986)-  41 47 12.     (N)    075 41 07.     (W)     SCALED    
 LY1657* NAVD 88     -       363.796  (meters)    1193.55   (feet)  ADJUSTED  
 LY1657  ___________________________________________________________________
 LY1657  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 LY1657  DYNAMIC HT  -         363.657 (meters)    1193.10  (feet)  COMP
 LY1657  MODELED GRAV-     980,229.7   (mgal)                       NAVD 88
 LY1657
 LY1657  VERT ORDER  -  SECOND    CLASS 0
 LY1657
 LY1657.The horizontal coordinates were scaled from a topographic map and have
 LY1657.an estimated accuracy of +/- 6 seconds.
 LY1657
 LY1657.The orthometric height was determined by differential leveling
 LY1657.and adjusted by the National Geodetic Survey in June 1991..
 LY1657
 LY1657.The geoid height was determined by GEOID03.
 LY1657
 LY1657.The dynamic height is computed by dividing the NAVD 88
 LY1657.geopotential number by the normal gravity value computed on the
 LY1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1657.degrees latitude (g = 980.6199 gals.).
 LY1657
 LY1657.The modeled gravity was interpolated from observed gravity values.
 LY1657
 LY1657;                    North         East    Units  Estimated Accuracy
 LY1657;SPC PA N     -   181,960.      771,610.      MT  (+/- 180 meters Scaled)
 LY1657
 LY1657                          SUPERSEDED SURVEY CONTROL
 LY1657
 LY1657  NGVD 29 (??/??/92)  363.976  (m)         1194.14   (f) ADJ UNCH    2 0
 LY1657
 LY1657.Superseded values are not recommended for survey control.
 LY1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1657.See file dsdata.txt to determine how the superseded data were derived.
 LY1657
 LY1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM430263(NAD 83)
 LY1657_MARKER: DD = SURVEY DISK
 LY1657_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1657_SP_SET: BRIDGE
 LY1657_STAMPING: J 279 1961
 LY1657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1657
 LY1657  HISTORY     - Date     Condition        Report By
 LY1657  HISTORY     - 1961     MONUMENTED       PADH
 LY1657  HISTORY     - 1961     GOOD             NGS
 LY1657
 LY1657                          STATION DESCRIPTION
 LY1657
 LY1657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LY1657'7.2 MI S FROM NEW MILFORD.
 LY1657'ABOUT 7.15 MILE SOUTH ALONG INTERSTATE HWY 81 FROM WHERE THE
 LY1657'INTERSTATE HWY CROSSES OVER STATE HWY 492 SOUTH EAST OF NEW
 LY1657'MILFORD, BM IS LOCATED ABOUT 30 FEET ABOVE THE INTERSTATE
 LY1657'HWY IN BRIDGE OF STATE HWY 547, (BM IS ON THE WEST SIDE OF THE
 LY1657'INTERSTATE HWY), 3 FEET EAST OF THE WEST END OF BRIDGE AND 30
 LY1657'INCHES BELOW THE CURBING AND IN SOUTH WEST WINGWALL, 25 FEET
 LY1657'FROM THE CENTERLINE OF STATE HWY 547, STANDARD BENCH MARK DISK
 LY1657'OF THE PENNSYLVANIA DEPARTMENT OF HIGHWAYS DRILLED IN HORIZONTAL,
 LY1657'ABOUT 2 FEET BELOW THE LEVEL OF HWY 547, STAMPED J 279 1961.
 LY1657'NOTE-- THIS BM IS AT THE INTERCHANGE OF INTERSTATE HWY 81 AND
 LY1657'STATE HWY 547 (HARFORD EXIT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0028 ***********************************************************************
 MA0028  DESIGNATION -  J 28
 MA0028  PID         -  MA0028
 MA0028  STATE/COUNTY-  PA/MCKEAN
 MA0028  USGS QUAD   -  ELDRED (1981)
 MA0028
 MA0028                         *CURRENT SURVEY CONTROL
 MA0028  ___________________________________________________________________
 MA0028* NAD 83(1986)-  41 54 05.     (N)    078 23 06.     (W)     SCALED    
 MA0028* NAVD 88     -       438.876  (meters)    1439.88   (feet)  ADJUSTED  
 MA0028  ___________________________________________________________________
 MA0028  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 MA0028  DYNAMIC HT  -         438.702 (meters)    1439.31  (feet)  COMP
 MA0028  MODELED GRAV-     980,210.8   (mgal)                       NAVD 88
 MA0028
 MA0028  VERT ORDER  -  SECOND    CLASS 0
 MA0028
 MA0028.The horizontal coordinates were scaled from a topographic map and have
 MA0028.an estimated accuracy of +/- 6 seconds.
 MA0028
 MA0028.The orthometric height was determined by differential leveling
 MA0028.and adjusted by the National Geodetic Survey in June 1991..
 MA0028
 MA0028.The geoid height was determined by GEOID03.
 MA0028
 MA0028.The dynamic height is computed by dividing the NAVD 88
 MA0028.geopotential number by the normal gravity value computed on the
 MA0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0028.degrees latitude (g = 980.6199 gals.).
 MA0028
 MA0028.The modeled gravity was interpolated from observed gravity values.
 MA0028
 MA0028;                    North         East    Units  Estimated Accuracy
 MA0028;SPC PA N     -   192,850.      547,310.      MT  (+/- 180 meters Scaled)
 MA0028
 MA0028                          SUPERSEDED SURVEY CONTROL
 MA0028
 MA0028  NGVD 29 (??/??/92)  439.019  (m)         1440.35   (f) ADJ UNCH    2 0
 MA0028
 MA0028.Superseded values are not recommended for survey control.
 MA0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0028.See file dsdata.txt to determine how the superseded data were derived.
 MA0028
 MA0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG169421(NAD 83)
 MA0028_MARKER: DB = BENCH MARK DISK
 MA0028_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0028_SP_SET: ABUTMENT
 MA0028_STAMPING: J 28 1934
 MA0028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0028
 MA0028  HISTORY     - Date     Condition        Report By
 MA0028  HISTORY     - 1934     MONUMENTED       CGS
 MA0028  HISTORY     - 20011012 GOOD             USPSQD
 MA0028  HISTORY     - 20051121 GOOD             USPSQD
 MA0028
 MA0028                          STATION DESCRIPTION
 MA0028
 MA0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0028'AT LARABEE.
 MA0028'AT LARABEE, MC KEAN COUNTY, ON THE PENNSYLVANIA RAILROAD, ABOUT
 MA0028'0.8 MILE SOUTH OF THE JUNCTION, AT BRIDGE 0-86, IN THE TOP OF
 MA0028'THE NORTH END OF THE WEST STONE ABUTMENT, 12 FEET NORTH OF THE
 MA0028'CENTER LINE OF THE TRACK, AND ABOUT 4 FEET LOWER THAN THE TOP
 MA0028'OF THE RAIL.  A STANDARD DISK, STAMPED J 28 1934.
 MA0028
 MA0028                          STATION RECOVERY (2001)
 MA0028
 MA0028'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA0028'RECOVERED IN GOOD CONDITION.
 MA0028
 MA0028                          STATION RECOVERY (2005)
 MA0028
 MA0028'RECOVERY NOTE BY US POWER SQUADRON 2005 (SG)
 MA0028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1680 ***********************************************************************
 LY1680  DESIGNATION -  J 280
 LY1680  PID         -  LY1680
 LY1680  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1680  USGS QUAD   -  LENOXVILLE (1980)
 LY1680
 LY1680                         *CURRENT SURVEY CONTROL
 LY1680  ___________________________________________________________________
 LY1680* NAD 83(1986)-  41 39 28.     (N)    075 39 51.     (W)     SCALED    
 LY1680* NAVD 88     -       318.478  (meters)    1044.87   (feet)  ADJUSTED  
 LY1680  ___________________________________________________________________
 LY1680  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 LY1680  DYNAMIC HT  -         318.361 (meters)    1044.49  (feet)  COMP
 LY1680  MODELED GRAV-     980,245.2   (mgal)                       NAVD 88
 LY1680
 LY1680  VERT ORDER  -  SECOND    CLASS 0
 LY1680
 LY1680.The horizontal coordinates were scaled from a topographic map and have
 LY1680.an estimated accuracy of +/- 6 seconds.
 LY1680
 LY1680.The orthometric height was determined by differential leveling
 LY1680.and adjusted by the National Geodetic Survey in June 1991..
 LY1680
 LY1680.The geoid height was determined by GEOID03.
 LY1680
 LY1680.The dynamic height is computed by dividing the NAVD 88
 LY1680.geopotential number by the normal gravity value computed on the
 LY1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1680.degrees latitude (g = 980.6199 gals.).
 LY1680
 LY1680.The modeled gravity was interpolated from observed gravity values.
 LY1680
 LY1680;                    North         East    Units  Estimated Accuracy
 LY1680;SPC PA N     -   167,690.      773,710.      MT  (+/- 180 meters Scaled)
 LY1680
 LY1680                          SUPERSEDED SURVEY CONTROL
 LY1680
 LY1680  NGVD 29 (??/??/92)  318.678  (m)         1045.53   (f) ADJ UNCH    2 0
 LY1680
 LY1680.Superseded values are not recommended for survey control.
 LY1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1680.See file dsdata.txt to determine how the superseded data were derived.
 LY1680
 LY1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM447119(NAD 83)
 LY1680_MARKER: DD = SURVEY DISK
 LY1680_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1680_SP_SET: BRIDGE
 LY1680_STAMPING: J 280 1961
 LY1680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1680
 LY1680  HISTORY     - Date     Condition        Report By
 LY1680  HISTORY     - 1961     MONUMENTED       PADH
 LY1680  HISTORY     - 1961     GOOD             NGS
 LY1680
 LY1680                          STATION DESCRIPTION
 LY1680
 LY1680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LY1680'5 MI S FROM LENOX.
 LY1680'ABOUT 5.05 MILE SOUTH ALONG INTERSTATE HWY 81 FROM WHERE THE
 LY1680'INTERSTATE HWY CROSSES OVER STATE HWY 92 AND U.S. HWY 106 EAST
 LY1680'OF LENOX BM IS SET IN TOP OF WINGWALL FOR BRIDGE OF COUNTY RD.
 LY1680'T 436 OVER THE INTERSTATE HWY, ON NORTH EAST SIDE OF NORTH
 LY1680'BOUND LANE OF INTERSTATE, SET IN SOUTH EAST END OF WINGWALL
 LY1680'RUNNING EASTERLY, ABOUT LEVEL WITH HIGHWAY T 436, PENNSYLVANIA
 LY1680'DEPARTMENT OF HIGHWAYS DISK DRILLED IN HORIZONTAL, STAMPED J
 LY1680'280 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1602 ***********************************************************************
 LY1602  DESIGNATION -  J 281
 LY1602  PID         -  LY1602
 LY1602  STATE/COUNTY-  PA/LACKAWANNA
 LY1602  USGS QUAD   -  MOSCOW (1976)
 LY1602
 LY1602                         *CURRENT SURVEY CONTROL
 LY1602  ___________________________________________________________________
 LY1602* NAD 83(1986)-  41 19 57.     (N)    075 34 15.     (W)     SCALED    
 LY1602* NAVD 88     -       535.811  (meters)    1757.91   (feet)  ADJUSTED  
 LY1602  ___________________________________________________________________
 LY1602  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 LY1602  DYNAMIC HT  -         535.569 (meters)    1757.11  (feet)  COMP
 LY1602  MODELED GRAV-     980,155.9   (mgal)                       NAVD 88
 LY1602
 LY1602  VERT ORDER  -  SECOND    CLASS 0
 LY1602
 LY1602.The horizontal coordinates were scaled from a topographic map and have
 LY1602.an estimated accuracy of +/- 6 seconds.
 LY1602
 LY1602.The orthometric height was determined by differential leveling
 LY1602.and adjusted by the National Geodetic Survey in June 1991..
 LY1602
 LY1602.The geoid height was determined by GEOID03.
 LY1602
 LY1602.The dynamic height is computed by dividing the NAVD 88
 LY1602.geopotential number by the normal gravity value computed on the
 LY1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1602.degrees latitude (g = 980.6199 gals.).
 LY1602
 LY1602.The modeled gravity was interpolated from observed gravity values.
 LY1602
 LY1602;                    North         East    Units  Estimated Accuracy
 LY1602;SPC PA N     -   131,770.      782,390.      MT  (+/- 180 meters Scaled)
 LY1602
 LY1602                          SUPERSEDED SURVEY CONTROL
 LY1602
 LY1602  NGVD 29 (??/??/92)  536.028  (m)         1758.62   (f) ADJ UNCH    2 0
 LY1602
 LY1602.Superseded values are not recommended for survey control.
 LY1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1602.See file dsdata.txt to determine how the superseded data were derived.
 LY1602
 LY1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL522758(NAD 83)
 LY1602_MARKER: DB = BENCH MARK DISK
 LY1602_SETTING: 80 = SET IN A BOULDER
 LY1602_SP_SET: BOULDER
 LY1602_STAMPING: J 281 1961
 LY1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1602+STABILITY: SURFACE MOTION
 LY1602
 LY1602  HISTORY     - Date     Condition        Report By
 LY1602  HISTORY     - 1961     MONUMENTED       CGS
 LY1602
 LY1602                          STATION DESCRIPTION
 LY1602
 LY1602'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1602'3.6 MI W FROM MOSCOW.
 LY1602'2.9 MILE WEST ALONG STATE HWY 690 FROM THE JUNCTION OF STATE HWY
 LY1602'690 AND U.S. HWY 611 IN MOSCOW TO THE JUNCTION OF STATE 690 AND
 LY1602'STATE 307 THENCE 0.7 MILE NORTH WEST ALONG HWY 307, SET IN TOP
 LY1602'OF A 6 FT X 4 FT BOULDER IN THE NORTH WEST CORNER OF YARD FOR
 LY1602'HOME OF MR. PAUL MILLER, 126 FEET NORTH WEST OF POWER POLE 13797,
 LY1602'42 FEET WEST-SOUTH WEST OF THE CENTERLINE OF THE HIGHWAY, ABOUT
 LY1602'111 FEET NORTH-NORTH WEST OF THE NORTH WEST CORNER OF THE HOUSE OF
 LY1602'MR. MILLER (CONCRETE HOME), ABOUT 15 FEET NORTH-NORTH WEST FROM
 LY1602'JOHNSONS MOTEL, ABOUT 12 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 LY1602'STANDARD BENCH MARK DISK DRILLED IN HORIZONTAL, STAMPED J 281
 LY1602'1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1121 ***********************************************************************
 LY1121  DESIGNATION -  J 282
 LY1121  PID         -  LY1121
 LY1121  STATE/COUNTY-  PA/MONROE
 LY1121  USGS QUAD   -  POCONO PINES (1997)
 LY1121
 LY1121                         *CURRENT SURVEY CONTROL
 LY1121  ___________________________________________________________________
 LY1121* NAD 83(1986)-  41 07 11.     (N)    075 23 17.     (W)     SCALED    
 LY1121* NAVD 88     -       557.300  (meters)    1828.41   (feet)  ADJUSTED  
 LY1121  ___________________________________________________________________
 LY1121  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 LY1121  DYNAMIC HT  -         557.020 (meters)    1827.49  (feet)  COMP
 LY1121  MODELED GRAV-     980,104.0   (mgal)                       NAVD 88
 LY1121
 LY1121  VERT ORDER  -  SECOND    CLASS 0
 LY1121
 LY1121.The horizontal coordinates were scaled from a topographic map and have
 LY1121.an estimated accuracy of +/- 6 seconds.
 LY1121
 LY1121.The orthometric height was determined by differential leveling
 LY1121.and adjusted by the National Geodetic Survey in June 1991..
 LY1121
 LY1121.The geoid height was determined by GEOID03.
 LY1121
 LY1121.The dynamic height is computed by dividing the NAVD 88
 LY1121.geopotential number by the normal gravity value computed on the
 LY1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1121.degrees latitude (g = 980.6199 gals.).
 LY1121
 LY1121.The modeled gravity was interpolated from observed gravity values.
 LY1121
 LY1121;                    North         East    Units  Estimated Accuracy
 LY1121;SPC PA N     -   108,550.      798,330.      MT  (+/- 180 meters Scaled)
 LY1121
 LY1121                          SUPERSEDED SURVEY CONTROL
 LY1121
 LY1121  NGVD 29 (??/??/92)  557.479  (m)         1829.00   (f) ADJ UNCH    2 0
 LY1121
 LY1121.Superseded values are not recommended for survey control.
 LY1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1121.See file dsdata.txt to determine how the superseded data were derived.
 LY1121
 LY1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL674521(NAD 83)
 LY1121_MARKER: DB = BENCH MARK DISK
 LY1121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1121_SP_SET: ABUTMENT
 LY1121_STAMPING: J 282 1961
 LY1121_MARK LOGO: CGS   
 LY1121_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY1121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1121
 LY1121  HISTORY     - Date     Condition        Report By
 LY1121  HISTORY     - 1961     MONUMENTED       CGS
 LY1121  HISTORY     - 1961     GOOD             NGS
 LY1121  HISTORY     - 19990701 POOR             PADT
 LY1121  HISTORY     - 20030507 POOR             PADT
 LY1121
 LY1121                          STATION DESCRIPTION
 LY1121
 LY1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1121'0.4 MI N FROM POCONO SUMMIT.
 LY1121'0.4 MILE NORTH ALONG THE DELAWARE LACKAWANNA AND WESTERN RAILROAD
 LY1121'FROM THE RAILROAD STATION IN POCONO SUMMIT, SET IN TOP AND
 LY1121'ABOUT 3 FEET WEST OF THE WEST RAIL IN THE SOUTH ABUTMENT (OF A
 LY1121'TWO TRACK AND 1 ROAD) FOR BRIDGE OVER SPILLWAY BETWEEN TWO LAKES,
 LY1121'IN THE RAISED PART OF THE ABUTMENT BETWEEN THE WEST MOST TRACK
 LY1121'AND ROAD BRIDGE, ABOUT 1 FOOT BELOW THE LEVEL OF THE WEST MOST
 LY1121'TRACK, STANDARD BENCH MARK DISK DRILLED IN HORIZONTAL, STAMPED J
 LY1121'282 1961.
 LY1121
 LY1121                          STATION RECOVERY (1961)
 LY1121
 LY1121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LY1121'RECOVERED IN GOOD CONDITION.
 LY1121
 LY1121                          STATION RECOVERY (1999)
 LY1121
 LY1121'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (SQ)
 LY1121'BRIDGE FOUND AS DESCRIBED.  DISK HAS BEEN REMOVED, HOLE WHERE DISK WAS
 LY1121'PLACED IS STILL VISIBLE.
 LY1121
 LY1121                          STATION RECOVERY (2003)
 LY1121
 LY1121'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 LY1121'DISK HAS BEEN REMOVED FROM THE BRIDGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1384 ***********************************************************************
 KX1384  DESIGNATION -  J 283
 KX1384  PID         -  KX1384
 KX1384  STATE/COUNTY-  PA/WESTMORELAND
 KX1384  USGS QUAD   -  MOUNT PLEASANT (1993)
 KX1384
 KX1384                         *CURRENT SURVEY CONTROL
 KX1384  ___________________________________________________________________
 KX1384* NAD 83(1986)-  40 13 00.     (N)    079 36 45.     (W)     SCALED    
 KX1384* NAVD 88     -       297.940  (meters)     977.49   (feet)  ADJUSTED  
 KX1384  ___________________________________________________________________
 KX1384  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KX1384  DYNAMIC HT  -         297.779 (meters)     976.96  (feet)  COMP
 KX1384  MODELED GRAV-     980,078.2   (mgal)                       NAVD 88
 KX1384
 KX1384  VERT ORDER  -  SECOND    CLASS 0
 KX1384
 KX1384.The horizontal coordinates were scaled from a topographic map and have
 KX1384.an estimated accuracy of +/- 6 seconds.
 KX1384
 KX1384.The orthometric height was determined by differential leveling
 KX1384.and adjusted by the National Geodetic Survey in June 1991..
 KX1384
 KX1384.The geoid height was determined by GEOID03.
 KX1384
 KX1384.The dynamic height is computed by dividing the NAVD 88
 KX1384.geopotential number by the normal gravity value computed on the
 KX1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1384.degrees latitude (g = 980.6199 gals.).
 KX1384
 KX1384.The modeled gravity was interpolated from observed gravity values.
 KX1384
 KX1384;                    North         East    Units  Estimated Accuracy
 KX1384;SPC PA S     -    99,750.      441,480.      MT  (+/- 180 meters Scaled)
 KX1384
 KX1384                          SUPERSEDED SURVEY CONTROL
 KX1384
 KX1384  NGVD 29 (??/??/92)  298.135  (m)          978.13   (f) ADJ UNCH    2 0
 KX1384
 KX1384.Superseded values are not recommended for survey control.
 KX1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1384.See file dsdata.txt to determine how the superseded data were derived.
 KX1384
 KX1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE180527(NAD 83)
 KX1384_MARKER: DD = SURVEY DISK
 KX1384_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1384_SP_SET: BRIDGE
 KX1384_STAMPING: J 283
 KX1384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1384
 KX1384  HISTORY     - Date     Condition        Report By
 KX1384  HISTORY     - UNK      MONUMENTED       PADT
 KX1384  HISTORY     - 1961     GOOD             NGS
 KX1384  HISTORY     - 1987     MARK NOT FOUND   LOCSUR
 KX1384
 KX1384                          STATION DESCRIPTION
 KX1384
 KX1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KX1384'0.2 MI W FROM NEW STANTON.
 KX1384'ABOUT 0.1 MILE NORTH ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE
 KX1384'IN NEW STANTON TO THE JUNCTION OF INTERSTATE HIGHWAY 70S, THENCE
 KX1384'WEST ON INTERSTATE HIGHWAY 70S FOR 0.25 MILE, 21.6 FEET SOUTH OF
 KX1384'THE EAST BOUND LANE OF TRAFFIC, AND ABOUT 2 FEET ABOVE THE LEVEL
 KX1384'OF THE HIGHWAY.  THE DISK IS SET IN THE SOUTHWEST CORNER OF A
 KX1384'125 FOOT SPAN BRIDGE.
 KX1384
 KX1384                          STATION RECOVERY (1987)
 KX1384
 KX1384'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (BW)
 KX1384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1423 ***********************************************************************
 KX1423  DESIGNATION -  J 284
 KX1423  PID         -  KX1423
 KX1423  STATE/COUNTY-  PA/WASHINGTON
 KX1423  USGS QUAD   -  CALIFORNIA (1979)
 KX1423
 KX1423                         *CURRENT SURVEY CONTROL
 KX1423  ___________________________________________________________________
 KX1423* NAD 83(1986)-  40 06 45.     (N)    079 56 05.     (W)     SCALED    
 KX1423* NAVD 88     -       327.774  (meters)    1075.37   (feet)  ADJUSTED  
 KX1423  ___________________________________________________________________
 KX1423  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KX1423  DYNAMIC HT  -         327.595 (meters)    1074.78  (feet)  COMP
 KX1423  MODELED GRAV-     980,072.2   (mgal)                       NAVD 88
 KX1423
 KX1423  VERT ORDER  -  SECOND    CLASS 0
 KX1423
 KX1423.The horizontal coordinates were scaled from a topographic map and have
 KX1423.an estimated accuracy of +/- 6 seconds.
 KX1423
 KX1423.The orthometric height was determined by differential leveling
 KX1423.and adjusted by the National Geodetic Survey in June 1991..
 KX1423
 KX1423.The geoid height was determined by GEOID03.
 KX1423
 KX1423.The dynamic height is computed by dividing the NAVD 88
 KX1423.geopotential number by the normal gravity value computed on the
 KX1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1423.degrees latitude (g = 980.6199 gals.).
 KX1423
 KX1423.The modeled gravity was interpolated from observed gravity values.
 KX1423
 KX1423;                    North         East    Units  Estimated Accuracy
 KX1423;SPC PA S     -    88,820.      413,770.      MT  (+/- 180 meters Scaled)
 KX1423
 KX1423                          SUPERSEDED SURVEY CONTROL
 KX1423
 KX1423  NGVD 29 (??/??/92)  327.954  (m)         1075.96   (f) ADJ UNCH    2 0
 KX1423
 KX1423.Superseded values are not recommended for survey control.
 KX1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1423.See file dsdata.txt to determine how the superseded data were derived.
 KX1423
 KX1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE907407(NAD 83)
 KX1423_MARKER: DB = BENCH MARK DISK
 KX1423_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1423_SP_SET: CULVERT
 KX1423_STAMPING: J 284 1961
 KX1423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1423
 KX1423  HISTORY     - Date     Condition        Report By
 KX1423  HISTORY     - 1961     MONUMENTED       CGS
 KX1423  HISTORY     - 1970     GOOD             PADT
 KX1423  HISTORY     - 20011203 MARK NOT FOUND   PADT
 KX1423
 KX1423                          STATION DESCRIPTION
 KX1423
 KX1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KX1423'4.8 MI SW FROM CHARLEROI.
 KX1423'ABOUT 1.3 MILES SOUTH ALONG STATE HIGHWAY 88 FROM THE
 KX1423'PENNSYLVANIA RAILROAD DEPOT IN CHARLEROI TO JUNCTION OF
 KX1423'INTERSTATE HIGHWAY 70 SOUTH, THENCE WEST ALONG INTERSTATE
 KX1423'HIGHWAY 70S FOR 3.55 MILES, 22.0 FEET NORTH OF THE CENTERLINE
 KX1423'OF THE WEST BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 70S, AND
 KX1423'ABOUT 18 INCHES ABOVE THE LEVEL OF THE HIGHWAY.  IT IS SET IN
 KX1423'THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER INTERSTATE
 KX1423'HIGHWAY 70S
 KX1423
 KX1423                          STATION RECOVERY (1970)
 KX1423
 KX1423'RECOVERY NOTE BY PA DEPT OF TRANSP 1970
 KX1423'RECOVERED IN GOOD CONDITION.
 KX1423
 KX1423                          STATION RECOVERY (2001)
 KX1423
 KX1423'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (LS)
 KX1423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1866 ***********************************************************************
 KX1866  DESIGNATION -  J 284 RESET
 KX1866  PID         -  KX1866
 KX1866  STATE/COUNTY-  PA/WASHINGTON
 KX1866  USGS QUAD   -  CALIFORNIA (1979)
 KX1866
 KX1866                         *CURRENT SURVEY CONTROL
 KX1866  ___________________________________________________________________
 KX1866* NAD 83(1986)-  40 06 45.     (N)    079 56 05.     (W)     SCALED    
 KX1866* NAVD 88     -       327.75   (+/-2cm)    1075.3    (feet)  VERTCON   
 KX1866  ___________________________________________________________________
 KX1866  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KX1866
 KX1866  VERT ORDER  -  THIRD (See Below)
 KX1866
 KX1866.The horizontal coordinates were scaled from a topographic map and have
 KX1866.an estimated accuracy of +/- 6 seconds.
 KX1866
 KX1866.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX1866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX1866.The vertical order pertains to the NGVD 29 superseded value.
 KX1866
 KX1866.The geoid height was determined by GEOID03.
 KX1866
 KX1866;                    North         East    Units  Estimated Accuracy
 KX1866;SPC PA S     -    88,820.      413,770.      MT  (+/- 180 meters Scaled)
 KX1866
 KX1866                          SUPERSEDED SURVEY CONTROL
 KX1866
 KX1866  NGVD 29 (02/24/03)  327.93   (m)         1075.9    (f) RESET       3  
 KX1866
 KX1866.Superseded values are not recommended for survey control.
 KX1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1866.See file dsdata.txt to determine how the superseded data were derived.
 KX1866
 KX1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE907407(NAD 83)
 KX1866_MARKER: DB = BENCH MARK DISK
 KX1866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1866_STAMPING: J 284 RESET 1978
 KX1866_PROJECTION: PROJECTING 10 CENTIMETERS
 KX1866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1866+STABILITY: SURFACE MOTION
 KX1866
 KX1866  HISTORY     - Date     Condition        Report By
 KX1866  HISTORY     - 1978     MONUMENTED       NGS
 KX1866
 KX1866                          STATION DESCRIPTION
 KX1866
 KX1866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KX1866'4.8 MI SW FROM CHARLERO.
 KX1866'3.6 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM ITS JUNCTION WITH
 KX1866'STATE HIGHWAY 88 AT THE BEND OF THE MONONGAHELA RIVER BRIDGE IN
 KX1866'SPEERS, 50 FEET SOUTH OF THE CENTER OF I 70, 3 FEET WEST OF A 4 INCH
 KX1866'LOCUST TREE, 85 FEET EAST OF A CULVERT AND AT HIGHWAY STATION
 KX1866'33+00.
 KX1866'THE MARK IS 1.7 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1419 ***********************************************************************
 KX1419  DESIGNATION -  J 285
 KX1419  PID         -  KX1419
 KX1419  STATE/COUNTY-  PA/WASHINGTON
 KX1419  USGS QUAD   -  CALIFORNIA (1979)
 KX1419
 KX1419                         *CURRENT SURVEY CONTROL
 KX1419  ___________________________________________________________________
 KX1419* NAD 83(1986)-  40 07 28.     (N)    079 52 48.     (W)     SCALED    
 KX1419* NAVD 88     -       257.151  (meters)     843.67   (feet)  ADJUSTED  
 KX1419  ___________________________________________________________________
 KX1419  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KX1419  DYNAMIC HT  -         257.010 (meters)     843.21  (feet)  COMP
 KX1419  MODELED GRAV-     980,073.6   (mgal)                       NAVD 88
 KX1419
 KX1419  VERT ORDER  -  FIRST     CLASS II
 KX1419
 KX1419.The horizontal coordinates were scaled from a topographic map and have
 KX1419.an estimated accuracy of +/- 6 seconds.
 KX1419
 KX1419.The orthometric height was determined by differential leveling
 KX1419.and adjusted by the National Geodetic Survey in June 1991..
 KX1419
 KX1419.The geoid height was determined by GEOID03.
 KX1419
 KX1419.The dynamic height is computed by dividing the NAVD 88
 KX1419.geopotential number by the normal gravity value computed on the
 KX1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1419.degrees latitude (g = 980.6199 gals.).
 KX1419
 KX1419.The modeled gravity was interpolated from observed gravity values.
 KX1419
 KX1419;                    North         East    Units  Estimated Accuracy
 KX1419;SPC PA S     -    90,030.      418,460.      MT  (+/- 180 meters Scaled)
 KX1419
 KX1419                          SUPERSEDED SURVEY CONTROL
 KX1419
 KX1419  NGVD 29 (??/??/92)  257.342  (m)          844.30   (f) ADJ UNCH    1 2
 KX1419
 KX1419.Superseded values are not recommended for survey control.
 KX1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1419.See file dsdata.txt to determine how the superseded data were derived.
 KX1419
 KX1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE954421(NAD 83)
 KX1419_MARKER: DB = BENCH MARK DISK
 KX1419_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1419_SP_SET: ABUTMENT
 KX1419_STAMPING: J 285 1961
 KX1419_MARK LOGO: CGS   
 KX1419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1419
 KX1419  HISTORY     - Date     Condition        Report By
 KX1419  HISTORY     - 1961     MONUMENTED       CGS
 KX1419  HISTORY     - 1983     GOOD             NGS
 KX1419
 KX1419                          STATION DESCRIPTION
 KX1419
 KX1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KX1419'1.3 MI S FROM CHARLEROI.
 KX1419'ABOUT 1.3 MILES SOUTH ALONG STATE HIGHWAY 88 FROM THE
 KX1419'PENNSYLVANIA RAILROAD DEPOT IN CHARLEROI, TO A 2000 FOOT BRIDGE
 KX1419'OVER THE MONONGAHELA RIVER, AND JUNCTION OF INTERSTATE HIGHWAY
 KX1419'70 SOUTH.  IT IS 23.4 FEET SOUTH OF THE CENTERLINE OF THE EAST
 KX1419'BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 70S, 49.0 FEET EAST OF
 KX1419'CENTER OF RAMP INTERCHANGE ROAD LEADING TO BRIDGE.  IT IS
 KX1419'SET IN A DRILL HOLE IN BRIDGE ABUTMENT AT THE SOUTHWEST
 KX1419'CORNER OF THE 2000 FOOT BRIDGE.
 KX1419
 KX1419                          STATION RECOVERY (1983)
 KX1419
 KX1419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0972 ***********************************************************************
 KW0972  DESIGNATION -  J 286
 KW0972  PID         -  KW0972
 KW0972  STATE/COUNTY-  PA/YORK
 KW0972  USGS QUAD   -  STEELTON (1987)
 KW0972
 KW0972                         *CURRENT SURVEY CONTROL
 KW0972  ___________________________________________________________________
 KW0972* NAD 83(1986)-  40 08 18.     (N)    076 48 18.     (W)     SCALED    
 KW0972* NAVD 88     -       165.419  (meters)     542.71   (feet)  ADJUSTED  
 KW0972  ___________________________________________________________________
 KW0972  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 KW0972  DYNAMIC HT  -         165.333 (meters)     542.43  (feet)  COMP
 KW0972  MODELED GRAV-     980,100.0   (mgal)                       NAVD 88
 KW0972
 KW0972  VERT ORDER  -  SECOND    CLASS 0
 KW0972
 KW0972.The horizontal coordinates were scaled from a topographic map and have
 KW0972.an estimated accuracy of +/- 6 seconds.
 KW0972
 KW0972.The orthometric height was determined by differential leveling
 KW0972.and adjusted by the National Geodetic Survey in June 1991..
 KW0972
 KW0972.The geoid height was determined by GEOID03.
 KW0972
 KW0972.The dynamic height is computed by dividing the NAVD 88
 KW0972.geopotential number by the normal gravity value computed on the
 KW0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0972.degrees latitude (g = 980.6199 gals.).
 KW0972
 KW0972.The modeled gravity was interpolated from observed gravity values.
 KW0972
 KW0972;                    North         East    Units  Estimated Accuracy
 KW0972;SPC PA S     -    89,810.      680,530.      MT  (+/- 180 meters Scaled)
 KW0972
 KW0972                          SUPERSEDED SURVEY CONTROL
 KW0972
 KW0972  NGVD 29 (??/??/??)  165.636  (m)          543.42   (f) ADJUSTED    2 0
 KW0972
 KW0972.Superseded values are not recommended for survey control.
 KW0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0972.See file dsdata.txt to determine how the superseded data were derived.
 KW0972
 KW0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK462446(NAD 83)
 KW0972_MARKER: DB = BENCH MARK DISK
 KW0972_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0972_SP_SET: CULVERT
 KW0972_STAMPING: J 286 1961
 KW0972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0972
 KW0972  HISTORY     - Date     Condition        Report By
 KW0972  HISTORY     - 1961     MONUMENTED       CGS
 KW0972  HISTORY     - 19960413 MARK NOT FOUND   USPSQD
 KW0972
 KW0972                          STATION DESCRIPTION
 KW0972
 KW0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KW0972'9.8 MI S FROM LEMOYNE.
 KW0972'ABOUT 9.8 MILES SOUTH ALONG U.S. HIGHWAY 111 FROM THE POST
 KW0972'OFFICE IN LEMOYNE, 25.0 FEET EAST OF THE CENTERLINE OF THE
 KW0972'NORTH BOUND TRAFFIC LANE OF U.S. HIGHWAY 111.  SET IN TOP OF
 KW0972'THE EAST HEADWALL OF AN 18-ROUND CONCRETE CULVERT UNDER U.S.
 KW0972'HIGHWAY 111.
 KW0972
 KW0972                          STATION RECOVERY (1996)
 KW0972
 KW0972'RECOVERY NOTE BY US POWER SQUADRON 1996
 KW0972'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1754 ***********************************************************************
 JV1754  DESIGNATION -  J 287 PADH
 JV1754  PID         -  JV1754
 JV1754  STATE/COUNTY-  PA/YORK
 JV1754  USGS QUAD   -  YORK (1990)
 JV1754
 JV1754                         *CURRENT SURVEY CONTROL
 JV1754  ___________________________________________________________________
 JV1754* NAD 83(1986)-  39 55 17.     (N)    076 41 57.     (W)     SCALED    
 JV1754* NAVD 88     -       182.289  (meters)     598.06   (feet)  ADJUSTED  
 JV1754  ___________________________________________________________________
 JV1754  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 JV1754  DYNAMIC HT  -         182.195 (meters)     597.75  (feet)  COMP
 JV1754  MODELED GRAV-     980,106.9   (mgal)                       NAVD 88
 JV1754
 JV1754  VERT ORDER  -  SECOND    CLASS 0
 JV1754
 JV1754.The horizontal coordinates were scaled from a topographic map and have
 JV1754.an estimated accuracy of +/- 6 seconds.
 JV1754
 JV1754.The orthometric height was determined by differential leveling
 JV1754.and adjusted by the National Geodetic Survey in June 1991..
 JV1754
 JV1754.The geoid height was determined by GEOID03.
 JV1754
 JV1754.The dynamic height is computed by dividing the NAVD 88
 JV1754.geopotential number by the normal gravity value computed on the
 JV1754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1754.degrees latitude (g = 980.6199 gals.).
 JV1754
 JV1754.The modeled gravity was interpolated from observed gravity values.
 JV1754
 JV1754;                    North         East    Units  Estimated Accuracy
 JV1754;SPC PA S     -    65,830.      689,840.      MT  (+/- 180 meters Scaled)
 JV1754
 JV1754                          SUPERSEDED SURVEY CONTROL
 JV1754
 JV1754  NGVD 29 (??/??/??)  182.534  (m)          598.86   (f) ADJUSTED    2 0
 JV1754
 JV1754.Superseded values are not recommended for survey control.
 JV1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1754.See file dsdata.txt to determine how the superseded data were derived.
 JV1754
 JV1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK547204(NAD 83)
 JV1754_MARKER: DD = SURVEY DISK
 JV1754_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1754_SP_SET: BRIDGE
 JV1754_STAMPING: J 287
 JV1754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1754
 JV1754  HISTORY     - Date     Condition        Report By
 JV1754  HISTORY     - UNK      MONUMENTED       PADH
 JV1754  HISTORY     - 1961     GOOD             CGS
 JV1754  HISTORY     - 1988     GOOD             USPSQD
 JV1754  HISTORY     - 1989     GOOD             USPSQD
 JV1754  HISTORY     - 19991201 GOOD             PADT
 JV1754
 JV1754                          STATION DESCRIPTION
 JV1754
 JV1754'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JV1754'0.7 MI W FROM SPRY.
 JV1754'1.0 MILE SOUTH ALONG U.S. HIGHWAY 111, INTERSTATE HIGHWAY 83
 JV1754'FROM THE INTERCHANGE BRIDGE AT THE JUNCTION OF STATE
 JV1754'HIGHWAY 74 ABOUT 1.0 MILE NORTH OF SPRY TO THE INTERCHANGE
 JV1754'BRIDGE OF POWDER MILL AND DEWDROP ROAD, 71.0 FEET NORTHEAST
 JV1754'OF THE CENTER OF THE INTERSECTION OF POWDER-MILL AND DEWDROP
 JV1754'ROAD, 25.0 FEET EAST OF THE CENTERLINE OF POWDER MILL ROAD.
 JV1754'SET AT THE SOUTH END OF THE EAST END OF THE CONCRETE BANISTER
 JV1754'OF A 200.0 FOOT LONG CONCRETE BRIDGE OVER U.S. HIGHWAY 111 AND
 JV1754'INTERSTATE HIGHWAY 83 AND IS ABOUT 2.0 FEET ABOVE THE LEVEL OF
 JV1754'THE BLACKTOP ROAD.
 JV1754
 JV1754                          STATION RECOVERY (1988)
 JV1754
 JV1754'RECOVERY NOTE BY US POWER SQUADRON 1988 (RED)
 JV1754'RECOVERED IN GOOD CONDITION.
 JV1754
 JV1754                          STATION RECOVERY (1989)
 JV1754
 JV1754'RECOVERY NOTE BY US POWER SQUADRON 1989 (RED)
 JV1754'RECOVERED IN GOOD CONDITION.
 JV1754
 JV1754                          STATION RECOVERY (1999)
 JV1754
 JV1754'RECOVERY NOTE BY PA DEPT OF TRANSP 1999
 JV1754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1113 ***********************************************************************
 LY1113  DESIGNATION -  J 288
 LY1113  PID         -  LY1113
 LY1113  STATE/COUNTY-  PA/MONROE
 LY1113  USGS QUAD   -  TOBYHANNA (1994)
 LY1113
 LY1113                         *CURRENT SURVEY CONTROL
 LY1113  ___________________________________________________________________
 LY1113* NAD 83(1986)-  41 11 38.     (N)    075 26 30.     (W)     SCALED    
 LY1113* NAVD 88     -       599.103  (meters)    1965.56   (feet)  ADJUSTED  
 LY1113  ___________________________________________________________________
 LY1113  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 LY1113  DYNAMIC HT  -         598.805 (meters)    1964.58  (feet)  COMP
 LY1113  MODELED GRAV-     980,107.8   (mgal)                       NAVD 88
 LY1113
 LY1113  VERT ORDER  -  SECOND    CLASS 0
 LY1113
 LY1113.The horizontal coordinates were scaled from a topographic map and have
 LY1113.an estimated accuracy of +/- 6 seconds.
 LY1113
 LY1113.The orthometric height was determined by differential leveling
 LY1113.and adjusted by the National Geodetic Survey in June 1991..
 LY1113
 LY1113.The geoid height was determined by GEOID03.
 LY1113
 LY1113.The dynamic height is computed by dividing the NAVD 88
 LY1113.geopotential number by the normal gravity value computed on the
 LY1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1113.degrees latitude (g = 980.6199 gals.).
 LY1113
 LY1113.The modeled gravity was interpolated from observed gravity values.
 LY1113
 LY1113;                    North         East    Units  Estimated Accuracy
 LY1113;SPC PA N     -   116,660.      793,610.      MT  (+/- 180 meters Scaled)
 LY1113
 LY1113                          SUPERSEDED SURVEY CONTROL
 LY1113
 LY1113  NGVD 29 (??/??/92)  599.297  (m)         1966.19   (f) ADJ UNCH    2 0
 LY1113
 LY1113.Superseded values are not recommended for survey control.
 LY1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1113.See file dsdata.txt to determine how the superseded data were derived.
 LY1113
 LY1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL629603(NAD 83)
 LY1113_MARKER: DB = BENCH MARK DISK
 LY1113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1113_SP_SET: CATCH BASIN
 LY1113_STAMPING: J 288 1961
 LY1113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1113
 LY1113  HISTORY     - Date     Condition        Report By
 LY1113  HISTORY     - 1961     MONUMENTED       CGS
 LY1113
 LY1113                          STATION DESCRIPTION
 LY1113
 LY1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1113'3.7 MI S FROM GOULDSBORO.
 LY1113'3.7 MILE SOUTH ALONG THE DELAWARE LACKAWANNA AND WESTERN
 LY1113'RAILROAD FROM THE STATION AT GOULDSBORO, SET IN TOP AND AT
 LY1113'THE NORTH END OF THE BACKWALL OF A 5 FT X 3 FT CONCRETE CATCH
 LY1113'BASIN, 15 FEET NORTH OF POWER POLE NO. B 55472, 15 FEET WEST OF
 LY1113'A FENCE LINE AROUND TOBYHANNA SIGNAL BASE, 7 FEET EAST OF THE
 LY1113'CENTERLINE OF THE BLACKTOP ROAD, 90 FEET EAST AND ACROSS THE
 LY1113'BLACKTOP ROAD FROM THE EAST RAIL OF RAILROAD, ABOUT LEVEL WITH
 LY1113'THE ROAD, STANDARD BENCH MARK DISK DRILLED IN HORIZONTAL, STAMPED
 LY1113'J 288 1961.  NOTE-- ABOUT 0.9 MILE NORTH ALONG THE DL AND W
 LY1113'RAILROAD FROM THE STATION IN TOBYHANNA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2125 ***********************************************************************
 KW2125  DESIGNATION -  J 289
 KW2125  PID         -  KW2125
 KW2125  STATE/COUNTY-  PA/CUMBERLAND
 KW2125  USGS QUAD   -  PLAINFIELD (1975)
 KW2125
 KW2125                         *CURRENT SURVEY CONTROL
 KW2125  ___________________________________________________________________
 KW2125* NAD 83(1986)-  40 10 57.     (N)    077 18 17.     (W)     SCALED    
 KW2125* NAVD 88     -       164.778  (meters)     540.61   (feet)  ADJUSTED  
 KW2125  ___________________________________________________________________
 KW2125  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KW2125  DYNAMIC HT  -         164.693 (meters)     540.33  (feet)  COMP
 KW2125  MODELED GRAV-     980,104.6   (mgal)                       NAVD 88
 KW2125
 KW2125  VERT ORDER  -  SECOND    CLASS 0
 KW2125
 KW2125.The horizontal coordinates were scaled from a topographic map and have
 KW2125.an estimated accuracy of +/- 6 seconds.
 KW2125
 KW2125.The orthometric height was determined by differential leveling
 KW2125.and adjusted by the National Geodetic Survey in June 1991..
 KW2125
 KW2125.The geoid height was determined by GEOID03.
 KW2125
 KW2125.The dynamic height is computed by dividing the NAVD 88
 KW2125.geopotential number by the normal gravity value computed on the
 KW2125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2125.degrees latitude (g = 980.6199 gals.).
 KW2125
 KW2125.The modeled gravity was interpolated from observed gravity values.
 KW2125
 KW2125;                    North         East    Units  Estimated Accuracy
 KW2125;SPC PA S     -    94,380.      637,920.      MT  (+/- 180 meters Scaled)
 KW2125
 KW2125                          SUPERSEDED SURVEY CONTROL
 KW2125
 KW2125  NGVD 29 (??/??/??)  164.992  (m)          541.31   (f) ADJUSTED    2 0
 KW2125
 KW2125.Superseded values are not recommended for survey control.
 KW2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2125.See file dsdata.txt to determine how the superseded data were derived.
 KW2125
 KW2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK037505(NAD 83)
 KW2125_MARKER: DB = BENCH MARK DISK
 KW2125_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 KW2125_SP_SET: UNSPECIFIED ROCK
 KW2125_STAMPING: J 289 1961
 KW2125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2125
 KW2125  HISTORY     - Date     Condition        Report By
 KW2125  HISTORY     - 1961     MONUMENTED       CGS
 KW2125
 KW2125                          STATION DESCRIPTION
 KW2125
 KW2125'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KW2125'8.4 MI NE FROM NEWVILLE.
 KW2125'ABOUT 0.5 MILE EASTERLY ON THE PENNSYLVANIA RAILROAD FROM THE
 KW2125'STATION AT NEWVILLE TO AN UNDERPASS UNDER STATE HIGHWAY 233,
 KW2125'THENCE 2.4 MILE SOUTHERLY ALONG STATE HIGHWAY 233 TO THE JUNCTION
 KW2125'OF U.S. HIGHWAY 11, THENCE 4.2 MILE NORTHERLY ALONG U.S. HIGHWAY
 KW2125'11 TO A BLACKTOP ROAD JUNCTION, THENCE 0.65 MILE WESTERLY ON
 KW2125'THE BLACKTOP TO A T JUNCTION WITH A GRAVEL ROAD SOUTH WEST, THENCE
 KW2125'0.75 MILE SOUTHWEST ALONG THE GRAVEL ROAD TO THE BM, SET IN TOP
 KW2125'AND 3 FEET SOUTH OF THE NORTH END OF A LARGE BOULDER ON THE
 KW2125'NORTHEAST SHOLDER OF THE GRAVEL ROAD, ABOUT 100 YARDS NORTHWEST
 KW2125'OF A 1 STORY HOME, 2 FEET SOUTHWEST OF A FENCE LINE, ABOUT 75
 KW2125'YARDS NORTHWEST AND ACROSS THE ROAD FROM THE ROAD FROM THE
 KW2125'SOUTHEAST END OF A ROCK FENCE, A CROSS THE ROAD FROM A GAP IN THE
 KW2125'ROCK FENCE WHICH USE TO BE A GATE, 10 FEET NORTHEAST OF THE
 KW2125'CENTERLINE OF THE ROAD AND ABOUT 3 FEET ABOVE THE ROAD, SET
 KW2125'HORIZONTAL IN A ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1391 ***********************************************************************
 LZ1391  DESIGNATION -  J 29
 LZ1391  PID         -  LZ1391
 LZ1391  STATE/COUNTY-  PA/POTTER
 LZ1391  USGS QUAD   -  CHERRY SPRINGS (1994)
 LZ1391
 LZ1391                         *CURRENT SURVEY CONTROL
 LZ1391  ___________________________________________________________________
 LZ1391* NAD 83(1986)-  41 38 05.     (N)    077 50 03.     (W)     SCALED    
 LZ1391* NAVD 88     -       559.686  (meters)    1836.24   (feet)  ADJUSTED  
 LZ1391  ___________________________________________________________________
 LZ1391  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 LZ1391  DYNAMIC HT  -         559.427 (meters)    1835.39  (feet)  COMP
 LZ1391  MODELED GRAV-     980,142.7   (mgal)                       NAVD 88
 LZ1391
 LZ1391  VERT ORDER  -  SECOND    CLASS 0
 LZ1391
 LZ1391.The horizontal coordinates were scaled from a topographic map and have
 LZ1391.an estimated accuracy of +/- 6 seconds.
 LZ1391
 LZ1391.The orthometric height was determined by differential leveling
 LZ1391.and adjusted by the National Geodetic Survey in June 1991..
 LZ1391
 LZ1391.The geoid height was determined by GEOID03.
 LZ1391
 LZ1391.The dynamic height is computed by dividing the NAVD 88
 LZ1391.geopotential number by the normal gravity value computed on the
 LZ1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1391.degrees latitude (g = 980.6199 gals.).
 LZ1391
 LZ1391.The modeled gravity was interpolated from observed gravity values.
 LZ1391
 LZ1391;                    North         East    Units  Estimated Accuracy
 LZ1391;SPC PA N     -   163,040.      592,990.      MT  (+/- 180 meters Scaled)
 LZ1391
 LZ1391                          SUPERSEDED SURVEY CONTROL
 LZ1391
 LZ1391  NGVD 29 (??/??/92)  559.808  (m)         1836.64   (f) ADJ UNCH    2 0
 LZ1391
 LZ1391.Superseded values are not recommended for survey control.
 LZ1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1391.See file dsdata.txt to determine how the superseded data were derived.
 LZ1391
 LZ1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM639131(NAD 83)
 LZ1391_MARKER: DB = BENCH MARK DISK
 LZ1391_SETTING: 66 = SET IN ROCK OUTCROP
 LZ1391_SP_SET: ROCK OUTCROP
 LZ1391_STAMPING: J 29 1934
 LZ1391_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ1391+STABILITY: POSITION/ELEVATION WELL
 LZ1391
 LZ1391  HISTORY     - Date     Condition        Report By
 LZ1391  HISTORY     - 1934     MONUMENTED       CGS
 LZ1391
 LZ1391                          STATION DESCRIPTION
 LZ1391
 LZ1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1391'4.2 MI E FROM HULL.
 LZ1391'4.2 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM HULL,
 LZ1391'POTTER COUNTY, 0.1 MILE WEST OF MILEPOST 124, 7 FEET NORTH OF
 LZ1391'THE CENTER LINE OF THE TRACK, IN THE TOP OF A ROCK OUTCROP, AND 1
 LZ1391'FOOT HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 LZ1391'J 29 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0851 ***********************************************************************
 KW0851  DESIGNATION -  J 3
 KW0851  PID         -  KW0851
 KW0851  STATE/COUNTY-  PA/DAUPHIN
 KW0851  USGS QUAD   -  HARRISBURG EAST (1987)
 KW0851
 KW0851                         *CURRENT SURVEY CONTROL
 KW0851  ___________________________________________________________________
 KW0851* NAD 83(1986)-  40 15 24.     (N)    076 52 08.     (W)     SCALED    
 KW0851* NAVD 88     -       102.585  (meters)     336.56   (feet)  ADJUSTED  
 KW0851  ___________________________________________________________________
 KW0851  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 KW0851  DYNAMIC HT  -         102.533 (meters)     336.39  (feet)  COMP
 KW0851  MODELED GRAV-     980,122.1   (mgal)                       NAVD 88
 KW0851
 KW0851  VERT ORDER  -  FIRST     CLASS I
 KW0851
 KW0851.The horizontal coordinates were scaled from a topographic map and have
 KW0851.an estimated accuracy of +/- 6 seconds.
 KW0851
 KW0851.The orthometric height was determined by differential leveling
 KW0851.and adjusted by the National Geodetic Survey in June 1991..
 KW0851.WARNING-Repeat measurements at this control monument indicate possible
 KW0851.vertical movement.
 KW0851
 KW0851.The geoid height was determined by GEOID03.
 KW0851
 KW0851.The dynamic height is computed by dividing the NAVD 88
 KW0851.geopotential number by the normal gravity value computed on the
 KW0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0851.degrees latitude (g = 980.6199 gals.).
 KW0851
 KW0851.The modeled gravity was interpolated from observed gravity values.
 KW0851
 KW0851;                    North         East    Units  Estimated Accuracy
 KW0851;SPC PA S     -   102,900.      674,960.      MT  (+/- 180 meters Scaled)
 KW0851
 KW0851                          SUPERSEDED SURVEY CONTROL
 KW0851
 KW0851  NGVD 29 (??/??/??)  102.793  (m)          337.25   (f) ADJUSTED    1 1
 KW0851
 KW0851.Superseded values are not recommended for survey control.
 KW0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0851.See file dsdata.txt to determine how the superseded data were derived.
 KW0851
 KW0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK410579(NAD 83)
 KW0851_MARKER: DB = BENCH MARK DISK
 KW0851_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0851_SP_SET: BASE
 KW0851_STAMPING: J 3 1929 337.388
 KW0851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0851_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0851+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2005
 KW0851
 KW0851  HISTORY     - Date     Condition        Report By
 KW0851  HISTORY     - 1929     MONUMENTED       CGS
 KW0851  HISTORY     - 1966     GOOD             CGS
 KW0851  HISTORY     - 20020115 GOOD             PADT
 KW0851  HISTORY     - 20050514 GOOD             GEOCAC
 KW0851
 KW0851                          STATION DESCRIPTION
 KW0851
 KW0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0851'0.5 MI SE FROM HARRISBURG.
 KW0851'ABOUT 0.5 MILE SOUTHEAST ALONG THE READING COMPANY RAILROAD
 KW0851'FROM THE STATION AT HARRISBURG, ABOUT 0.1 MILE SOUTHEAST OF
 KW0851'THE UNDERPASS FOR PAXTON AND CAMERON STREETS, SET IN THE TOP
 KW0851'OF THE NORTH CORNER OF THE MOST NORTHERLY OF FOUR CONCRETE
 KW0851'FOOTINGS FOR AN ABANDONED WATER TANK, 113 FEET WEST OF THE
 KW0851'SOUTHWEST END OF THE SIGNAL GANTRY, 108 FEET SOUTHWEST OF THE
 KW0851'SOUTHWEST RAIL OF THE MAIN TRACK, 64 FEET SOUTHWEST OF THE
 KW0851'SOUTHWEST RAIL OF THE SOUTHWEST TRACK, 47 FEET WEST OF FRACTIONAL
 KW0851'MILEPOST 52/47, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 KW0851'GROUND, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 KW0851
 KW0851                          STATION RECOVERY (2002)
 KW0851
 KW0851'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (CIH)
 KW0851'RECOVERED IN GOOD CONDITION.
 KW0851
 KW0851                          STATION RECOVERY (2005)
 KW0851
 KW0851'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0766 ***********************************************************************
 LZ0766  DESIGNATION -  J 30
 LZ0766  PID         -  LZ0766
 LZ0766  STATE/COUNTY-  PA/TIOGA
 LZ0766  USGS QUAD   -  TIADAGHTON (1994)
 LZ0766
 LZ0766                         *CURRENT SURVEY CONTROL
 LZ0766  ___________________________________________________________________
 LZ0766* NAD 83(1986)-  41 44 59.     (N)    077 25 30.     (W)     SCALED    
 LZ0766* NAVD 88     -       347.238  (meters)    1139.23   (feet)  ADJUSTED  
 LZ0766  ___________________________________________________________________
 LZ0766  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LZ0766  DYNAMIC HT  -         347.095 (meters)    1138.76  (feet)  COMP
 LZ0766  MODELED GRAV-     980,202.8   (mgal)                       NAVD 88
 LZ0766
 LZ0766  VERT ORDER  -  SECOND    CLASS 0
 LZ0766
 LZ0766.The horizontal coordinates were scaled from a topographic map and have
 LZ0766.an estimated accuracy of +/- 6 seconds.
 LZ0766
 LZ0766.The orthometric height was determined by differential leveling
 LZ0766.and adjusted by the National Geodetic Survey in June 1991..
 LZ0766
 LZ0766.The geoid height was determined by GEOID03.
 LZ0766
 LZ0766.The dynamic height is computed by dividing the NAVD 88
 LZ0766.geopotential number by the normal gravity value computed on the
 LZ0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0766.degrees latitude (g = 980.6199 gals.).
 LZ0766
 LZ0766.The modeled gravity was interpolated from observed gravity values.
 LZ0766
 LZ0766;                    North         East    Units  Estimated Accuracy
 LZ0766;SPC PA N     -   175,860.      627,030.      MT  (+/- 180 meters Scaled)
 LZ0766
 LZ0766                          SUPERSEDED SURVEY CONTROL
 LZ0766
 LZ0766  NGVD 29 (??/??/92)  347.378  (m)         1139.69   (f) ADJ UNCH    2 0
 LZ0766
 LZ0766.Superseded values are not recommended for survey control.
 LZ0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0766.See file dsdata.txt to determine how the superseded data were derived.
 LZ0766
 LZ0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM983248(NAD 83)
 LZ0766_MARKER: DB = BENCH MARK DISK
 LZ0766_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0766_SP_SET: ABUTMENT
 LZ0766_STAMPING: J 30 1934
 LZ0766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0766
 LZ0766  HISTORY     - Date     Condition        Report By
 LZ0766  HISTORY     - 1934     MONUMENTED       CGS
 LZ0766  HISTORY     - 1957     GOOD             NGS
 LZ0766  HISTORY     - 20060923 GOOD             GEOCAC
 LZ0766
 LZ0766                          STATION DESCRIPTION
 LZ0766
 LZ0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0766'AT ANSONIA.
 LZ0766'AT ANSONIA, TIOGA COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 LZ0766'ABOUT 300 FEET SOUTH OF THE STATION, ABOUT 150 FEET NORTH OF
 LZ0766'MILEPOST L 114, AT 70-FOOT SPAN THROUGH PLATE-GIRDER BRIDGE
 LZ0766'123, IN THE TOP OF THE EAST SIDE OF THE NORTH ABUTMENT, 7 FEET
 LZ0766'EAST OF THE EAST RAIL, AND ABOUT 1 FOOT LOWER THAN THE TOP OF
 LZ0766'THE RAIL.  A STANDARD DISK, STAMPED J 30 1934.
 LZ0766
 LZ0766                          STATION RECOVERY (1957)
 LZ0766
 LZ0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 LZ0766'RECOVERED IN GOOD CONDITION.
 LZ0766
 LZ0766                          STATION RECOVERY (2006)
 LZ0766
 LZ0766'RECOVERY NOTE BY GEOCACHING 2006 (KAG)
 LZ0766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1748 ***********************************************************************
 JU1748  DESIGNATION -  J 302 PADH
 JU1748  PID         -  JU1748
 JU1748  STATE/COUNTY-  PA/CHESTER
 JU1748  USGS QUAD   -  UNIONVILLE (1992)
 JU1748
 JU1748                         *CURRENT SURVEY CONTROL
 JU1748  ___________________________________________________________________
 JU1748* NAD 83(1986)-  39 58 35.     (N)    075 41 00.     (W)     SCALED    
 JU1748* NAVD 88     -        64.688  (meters)     212.23   (feet)  ADJUSTED  
 JU1748  ___________________________________________________________________
 JU1748  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 JU1748  DYNAMIC HT  -          64.657 (meters)     212.13  (feet)  COMP
 JU1748  MODELED GRAV-     980,142.7   (mgal)                       NAVD 88
 JU1748
 JU1748  VERT ORDER  -  SECOND    CLASS 0
 JU1748
 JU1748.The horizontal coordinates were scaled from a topographic map and have
 JU1748.an estimated accuracy of +/- 6 seconds.
 JU1748
 JU1748.The orthometric height was determined by differential leveling
 JU1748.and adjusted by the National Geodetic Survey in June 1991..
 JU1748
 JU1748.The geoid height was determined by GEOID03.
 JU1748
 JU1748.The dynamic height is computed by dividing the NAVD 88
 JU1748.geopotential number by the normal gravity value computed on the
 JU1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1748.degrees latitude (g = 980.6199 gals.).
 JU1748
 JU1748.The modeled gravity was interpolated from observed gravity values.
 JU1748
 JU1748;                    North         East    Units  Estimated Accuracy
 JU1748;SPC PA S     -    73,470.      776,520.      MT  (+/- 180 meters Scaled)
 JU1748
 JU1748                          SUPERSEDED SURVEY CONTROL
 JU1748
 JU1748  NGVD 29 (??/??/??)   64.970  (m)          213.16   (f) ADJUSTED    2 0
 JU1748
 JU1748.Superseded values are not recommended for survey control.
 JU1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1748.See file dsdata.txt to determine how the superseded data were derived.
 JU1748
 JU1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK416253(NAD 83)
 JU1748_MARKER: DD = SURVEY DISK
 JU1748_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1748_SP_SET: BRIDGE
 JU1748_STAMPING: J302 1966
 JU1748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1748
 JU1748  HISTORY     - Date     Condition        Report By
 JU1748  HISTORY     - 1966     MONUMENTED       PADH
 JU1748  HISTORY     - 1966     GOOD             CGS
 JU1748
 JU1748                          STATION DESCRIPTION
 JU1748
 JU1748'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1748'2.4 MI SE FROM DOWNINGTOWN.
 JU1748'2.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 322 FROM THE JUNCTION
 JU1748'OF U.S. HIGHWAYS 322 AND 30 IN DOWNINGTOWN, 15 FEET EAST OF THE
 JU1748'CENTERLINE OF HIGHWAY, SET IN THE TOP OF THE SOUTHEAST
 JU1748'WINGWALL OF A SMALL BRIDGE AND IS ABOUT 1 FOOT BELOW THE LEVEL
 JU1748'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1768 ***********************************************************************
 JU1768  DESIGNATION -  J 303 PADH
 JU1768  PID         -  JU1768
 JU1768  STATE/COUNTY-  PA/CHESTER
 JU1768  USGS QUAD   -  PARKESBURG (1992)
 JU1768
 JU1768                         *CURRENT SURVEY CONTROL
 JU1768  ___________________________________________________________________
 JU1768* NAD 83(1986)-  39 59 04.     (N)    075 54 39.     (W)     SCALED    
 JU1768* NAVD 88     -       186.817  (meters)     612.92   (feet)  ADJUSTED  
 JU1768  ___________________________________________________________________
 JU1768  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 JU1768  DYNAMIC HT  -         186.721 (meters)     612.60  (feet)  COMP
 JU1768  MODELED GRAV-     980,110.0   (mgal)                       NAVD 88
 JU1768
 JU1768  VERT ORDER  -  SECOND    CLASS 0
 JU1768
 JU1768.The horizontal coordinates were scaled from a topographic map and have
 JU1768.an estimated accuracy of +/- 6 seconds.
 JU1768
 JU1768.The orthometric height was determined by differential leveling
 JU1768.and adjusted by the National Geodetic Survey in June 1991..
 JU1768
 JU1768.The geoid height was determined by GEOID03.
 JU1768
 JU1768.The dynamic height is computed by dividing the NAVD 88
 JU1768.geopotential number by the normal gravity value computed on the
 JU1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1768.degrees latitude (g = 980.6199 gals.).
 JU1768
 JU1768.The modeled gravity was interpolated from observed gravity values.
 JU1768
 JU1768;                    North         East    Units  Estimated Accuracy
 JU1768;SPC PA S     -    73,930.      757,080.      MT  (+/- 180 meters Scaled)
 JU1768
 JU1768                          SUPERSEDED SURVEY CONTROL
 JU1768
 JU1768  NGVD 29 (??/??/??)  187.090  (m)          613.81   (f) ADJUSTED    2 0
 JU1768
 JU1768.Superseded values are not recommended for survey control.
 JU1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1768.See file dsdata.txt to determine how the superseded data were derived.
 JU1768
 JU1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK222264(NAD 83)
 JU1768_MARKER: DD = SURVEY DISK
 JU1768_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1768_SP_SET: BRIDGE
 JU1768_STAMPING: J 303 1966
 JU1768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1768
 JU1768  HISTORY     - Date     Condition        Report By
 JU1768  HISTORY     - 1966     MONUMENTED       PADH
 JU1768  HISTORY     - 1966     GOOD             CGS
 JU1768  HISTORY     - 20000311 GOOD             USPSQD
 JU1768  HISTORY     - 20000701 GOOD             PADT
 JU1768
 JU1768                          STATION DESCRIPTION
 JU1768
 JU1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1768'5.9 MI E FROM GAP.
 JU1768'5.3 MILES EAST ALONG U.S. HIGHWAY 30 FROM ITS JUNCTION WITH STATE
 JU1768'HIGHWAY 41 IN GAP TO THE JUNCTION OF U.S. HIGHWAY 30 AND U.S.
 JU1768'HIGHWAY 30 (EXPRESSWAY), THENCE EAST ALONG EXPRESSWAY 0.6 MILE,
 JU1768'21 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND LANE OF HIGHWAY,
 JU1768'2.9 FEET EAST OF THE WEST END OF BANNISTER, SET IN THE TOP OF THE
 JU1768'WEST END OF SOUTH BANNISTER OF A BRIDGE OVER A BLACKTOP ROAD AND
 JU1768'IS ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 JU1768
 JU1768                          STATION RECOVERY (2000)
 JU1768
 JU1768'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU1768'RECOVERED IN GOOD CONDITION.
 JU1768
 JU1768                          STATION RECOVERY (2000)
 JU1768
 JU1768'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 JU1768'TO REACH FROM THE INTERSECTION OF STATE ROUTE 10 AND US ROUTE 30, HEAD
 JU1768'EAST ON US ROUTE 30 BYPASS FOR 1.0 MI TO THE STATION ON THE RIGHT.
 JU1768'THE MARK IS A PDH DISK STAMPED -J 303 1966- AND IS SET AT THE SW
 JU1768'CORNER OF THE SOUTHERN PARAPET WALL OF A BRIDGE OVER BUCK RUN AND OLD
 JU1768'MILL ROAD.  THE DISK IS 18 FT SOUTH OF THE CENTERLINE OF US ROUTE 30
 JU1768'EASTBOUND, AND 60 FT WEST OF THE CENTERLINE OF BUCK RUN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0773 ***********************************************************************
 KW0773  DESIGNATION -  J 304 PADH
 KW0773  PID         -  KW0773
 KW0773  STATE/COUNTY-  PA/LANCASTER
 KW0773  USGS QUAD   -  LEOLA (1992)
 KW0773
 KW0773                         *CURRENT SURVEY CONTROL
 KW0773  ___________________________________________________________________
 KW0773* NAD 83(1986)-  40 01 26.     (N)    076 12 04.     (W)     SCALED    
 KW0773* NAVD 88     -       103.433  (meters)     339.35   (feet)  ADJUSTED  
 KW0773  ___________________________________________________________________
 KW0773  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KW0773  DYNAMIC HT  -         103.380 (meters)     339.17  (feet)  COMP
 KW0773  MODELED GRAV-     980,111.0   (mgal)                       NAVD 88
 KW0773
 KW0773  VERT ORDER  -  SECOND    CLASS 0
 KW0773
 KW0773.The horizontal coordinates were scaled from a topographic map and have
 KW0773.an estimated accuracy of +/- 6 seconds.
 KW0773
 KW0773.The orthometric height was determined by differential leveling
 KW0773.and adjusted by the National Geodetic Survey in June 1991..
 KW0773
 KW0773.The geoid height was determined by GEOID03.
 KW0773
 KW0773.The dynamic height is computed by dividing the NAVD 88
 KW0773.geopotential number by the normal gravity value computed on the
 KW0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0773.degrees latitude (g = 980.6199 gals.).
 KW0773
 KW0773.The modeled gravity was interpolated from observed gravity values.
 KW0773
 KW0773;                    North         East    Units  Estimated Accuracy
 KW0773;SPC PA S     -    77,840.      732,210.      MT  (+/- 180 meters Scaled)
 KW0773
 KW0773                          SUPERSEDED SURVEY CONTROL
 KW0773
 KW0773  NGVD 29 (??/??/??)  103.703  (m)          340.23   (f) ADJUSTED    2 0
 KW0773
 KW0773.Superseded values are not recommended for survey control.
 KW0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0773.See file dsdata.txt to determine how the superseded data were derived.
 KW0773
 KW0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK975311(NAD 83)
 KW0773_MARKER: DD = SURVEY DISK
 KW0773_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0773_SP_SET: BRIDGE
 KW0773_STAMPING: J 304 1966
 KW0773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0773
 KW0773  HISTORY     - Date     Condition        Report By
 KW0773  HISTORY     - 1966     MONUMENTED       PADH
 KW0773  HISTORY     - 1966     GOOD             CGS
 KW0773  HISTORY     - 20040912 MARK NOT FOUND   USPSQD
 KW0773  HISTORY     - 20050905 MARK NOT FOUND   GEOCAC
 KW0773
 KW0773                          STATION DESCRIPTION
 KW0773
 KW0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0773'2.5 MI W FROM SOUNDERSBURG.
 KW0773'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE
 KW0773'IN SOUNDERSBURG, ABOUT 2.0 MILES EAST OF THE JUNCTION OF U.S.
 KW0773'HWY. 30, STATE HIGHWAY 230, AND U.S. HIGHWAY 30 BY-PASS, 25
 KW0773'FEET NORTH OF THE CENTER OF HIGHWAY, SET IN THE TOP OF THE
 KW0773'NORTHWEST WINGWALL OF A BRIDGE AND IS ABOUT LEVEL WITH THE
 KW0773'HIGHWAY.
 KW0773
 KW0773                          STATION RECOVERY (2004)
 KW0773
 KW0773'RECOVERY NOTE BY US POWER SQUADRON 2004 (DCW)
 KW0773'BRIDGE HAS BEEN REPLACED WITH A NEW ONE AT SAME LOCATION. NEW BRIDGE
 KW0773'HAS A GENERIC PA DEPARTMENT OF TRANSPORTATION BRONZE SURVEY DISK ON
 KW0773'THE TOP OF THE SOUTH WEST WING WALL OF THE BRIDGE. THERE IS A WOODEN
 KW0773'COVERED BRIDGE CROSSING THE SAME STREAM, IMMEDIATELY NORTH OF THE NEW
 KW0773'BRIDGE
 KW0773
 KW0773                          STATION RECOVERY (2005)
 KW0773
 KW0773'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0773'BRIDGE HAS BEEN REPLACED. NOTE-THERE IS A CHISELED SQUARE AT THE
 KW0773'DESCRIBED LOCATION ON THE NEW BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0790 ***********************************************************************
 KW0790  DESIGNATION -  J 305 PADH
 KW0790  PID         -  KW0790
 KW0790  STATE/COUNTY-  PA/LANCASTER
 KW0790  USGS QUAD   -  LANCASTER (1995)
 KW0790
 KW0790                         *CURRENT SURVEY CONTROL
 KW0790  ___________________________________________________________________
 KW0790* NAD 83(1986)-  40 04 06.     (N)    076 19 48.     (W)     SCALED    
 KW0790* NAVD 88     -       109.808  (meters)     360.26   (feet)  ADJUSTED  
 KW0790  ___________________________________________________________________
 KW0790  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KW0790  DYNAMIC HT  -         109.752 (meters)     360.08  (feet)  COMP
 KW0790  MODELED GRAV-     980,110.6   (mgal)                       NAVD 88
 KW0790
 KW0790  VERT ORDER  -  SECOND    CLASS 0
 KW0790
 KW0790.The horizontal coordinates were scaled from a topographic map and have
 KW0790.an estimated accuracy of +/- 6 seconds.
 KW0790
 KW0790.The orthometric height was determined by differential leveling
 KW0790.and adjusted by the National Geodetic Survey in June 1991..
 KW0790
 KW0790.The geoid height was determined by GEOID03.
 KW0790
 KW0790.The dynamic height is computed by dividing the NAVD 88
 KW0790.geopotential number by the normal gravity value computed on the
 KW0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0790.degrees latitude (g = 980.6199 gals.).
 KW0790
 KW0790.The modeled gravity was interpolated from observed gravity values.
 KW0790
 KW0790;                    North         East    Units  Estimated Accuracy
 KW0790;SPC PA S     -    82,580.      721,130.      MT  (+/- 180 meters Scaled)
 KW0790
 KW0790                          SUPERSEDED SURVEY CONTROL
 KW0790
 KW0790  NGVD 29 (??/??/??)  110.067  (m)          361.11   (f) ADJUSTED    2 0
 KW0790
 KW0790.Superseded values are not recommended for survey control.
 KW0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0790.See file dsdata.txt to determine how the superseded data were derived.
 KW0790
 KW0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK865361(NAD 83)
 KW0790_MARKER: DD = SURVEY DISK
 KW0790_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0790_SP_SET: BRIDGE
 KW0790_STAMPING: J 305 1966
 KW0790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0790
 KW0790  HISTORY     - Date     Condition        Report By
 KW0790  HISTORY     - 1966     MONUMENTED       PADH
 KW0790  HISTORY     - 1966     GOOD             CGS
 KW0790  HISTORY     - 19950408 GOOD             USPSQD
 KW0790  HISTORY     - 20040327 MARK NOT FOUND   PADT
 KW0790
 KW0790                          STATION DESCRIPTION
 KW0790
 KW0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0790'8 MI NW FROM LANCASTER.
 KW0790'ABOUT 0.4 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY 30 BY-PASS
 KW0790'AND STATE HIGHWAY 230 WHICH IS ABOUT 7.7 MILES NORTHWEST OF
 KW0790'LANCASTER, SET IN THE TOP OF THE WEST END OF SOUTH BANNISTER OF
 KW0790'A BRIDGE OVER STATE HIGHWAY 72, MANHEIM PIKE, 23 FEET SOUTH OF
 KW0790'THE EAST BOUND LANE OF BY-PASS, 1.3 FEET EAST OF THE WEST END OF
 KW0790'BANNISTER AND IS ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 KW0790
 KW0790                          STATION RECOVERY (1995)
 KW0790
 KW0790'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW0790'RECOVERED IN GOOD CONDITION.
 KW0790
 KW0790                          STATION RECOVERY (2004)
 KW0790
 KW0790'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (SMM)
 KW0790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2021 ***********************************************************************
 KW2021  DESIGNATION -  J 306 PADH
 KW2021  PID         -  KW2021
 KW2021  STATE/COUNTY-  PA/ADAMS
 KW2021  USGS QUAD   -  DILLSBURG (1984)
 KW2021
 KW2021                         *CURRENT SURVEY CONTROL
 KW2021  ___________________________________________________________________
 KW2021* NAD 83(1986)-  40 00 34.     (N)    077 06 07.     (W)     SCALED    
 KW2021* NAVD 88     -       168.658  (meters)     553.34   (feet)  ADJUSTED  
 KW2021  ___________________________________________________________________
 KW2021  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KW2021  DYNAMIC HT  -         168.569 (meters)     553.05  (feet)  COMP
 KW2021  MODELED GRAV-     980,098.5   (mgal)                       NAVD 88
 KW2021
 KW2021  VERT ORDER  -  SECOND    CLASS 0
 KW2021
 KW2021.The horizontal coordinates were scaled from a topographic map and have
 KW2021.an estimated accuracy of +/- 6 seconds.
 KW2021
 KW2021.The orthometric height was determined by differential leveling
 KW2021.and adjusted by the National Geodetic Survey in June 1991..
 KW2021
 KW2021.The geoid height was determined by GEOID03.
 KW2021
 KW2021.The dynamic height is computed by dividing the NAVD 88
 KW2021.geopotential number by the normal gravity value computed on the
 KW2021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2021.degrees latitude (g = 980.6199 gals.).
 KW2021
 KW2021.The modeled gravity was interpolated from observed gravity values.
 KW2021
 KW2021;                    North         East    Units  Estimated Accuracy
 KW2021;SPC PA S     -    75,280.      655,330.      MT  (+/- 180 meters Scaled)
 KW2021
 KW2021                          SUPERSEDED SURVEY CONTROL
 KW2021
 KW2021  NGVD 29 (??/??/??)  168.855  (m)          553.99   (f) ADJUSTED    2 0
 KW2021
 KW2021.Superseded values are not recommended for survey control.
 KW2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2021.See file dsdata.txt to determine how the superseded data were derived.
 KW2021
 KW2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK205309(NAD 83)
 KW2021_MARKER: DD = SURVEY DISK
 KW2021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2021_SP_SET: BRIDGE
 KW2021_STAMPING: J 306 1966
 KW2021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2021
 KW2021  HISTORY     - Date     Condition        Report By
 KW2021  HISTORY     - 1966     MONUMENTED       PADH
 KW2021  HISTORY     - 1966     GOOD             CGS
 KW2021  HISTORY     - 20000501 GOOD             PADT
 KW2021  HISTORY     - 20020501 GOOD             NGS
 KW2021  HISTORY     - 20060426 GOOD             GEOCAC
 KW2021
 KW2021                          STATION DESCRIPTION
 KW2021
 KW2021'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2021'0.6 MI NE FROM YORK SPRINGS.
 KW2021'ABOUT 0.6 MILE NORTHEAST ALONG U.S. HIGHWAY 15 FROM ITS
 KW2021'JUNCTION WITH STATE HIGHWAY 94 AT THE EAST EDGE OF YORK
 KW2021'SPRINGS, 23 FEET SOUTHEAST OF THE CENTERLINE OF THE NORTH
 KW2021'BOUND LANE OF HIGHWAY, SET IN THE TOP OF THE SOUTHWEST WINGWALL
 KW2021'OF A BRIDGE AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 KW2021
 KW2021                          STATION RECOVERY (2000)
 KW2021
 KW2021'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 KW2021'RECOVERED IN GOOD CONDITION.
 KW2021
 KW2021                          STATION RECOVERY (2002)
 KW2021
 KW2021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 KW2021'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KW2021
 KW2021                          STATION RECOVERY (2006)
 KW2021
 KW2021'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1436 ***********************************************************************
 KW1436  DESIGNATION -  J 307 PADH
 KW1436  PID         -  KW1436
 KW1436  STATE/COUNTY-  PA/SNYDER
 KW1436  USGS QUAD   -  DALMATIA (1969)
 KW1436
 KW1436                         *CURRENT SURVEY CONTROL
 KW1436  ___________________________________________________________________
 KW1436* NAD 83(1986)-  40 40 51.     (N)    076 53 38.     (W)     SCALED    
 KW1436* NAVD 88     -       126.096  (meters)     413.70   (feet)  ADJUSTED  
 KW1436  ___________________________________________________________________
 KW1436  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KW1436  DYNAMIC HT  -         126.038 (meters)     413.51  (feet)  COMP
 KW1436  MODELED GRAV-     980,161.8   (mgal)                       NAVD 88
 KW1436
 KW1436  VERT ORDER  -  FIRST     CLASS II
 KW1436
 KW1436.The horizontal coordinates were scaled from a topographic map and have
 KW1436.an estimated accuracy of +/- 6 seconds.
 KW1436
 KW1436.The orthometric height was determined by differential leveling
 KW1436.and adjusted by the National Geodetic Survey in June 1991..
 KW1436
 KW1436.The geoid height was determined by GEOID03.
 KW1436
 KW1436.The dynamic height is computed by dividing the NAVD 88
 KW1436.geopotential number by the normal gravity value computed on the
 KW1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1436.degrees latitude (g = 980.6199 gals.).
 KW1436
 KW1436.The modeled gravity was interpolated from observed gravity values.
 KW1436
 KW1436;                    North         East    Units  Estimated Accuracy
 KW1436;SPC PA S     -   149,970.      672,370.      MT  (+/- 180 meters Scaled)
 KW1436
 KW1436                          SUPERSEDED SURVEY CONTROL
 KW1436
 KW1436  NGVD 29 (??/??/??)  126.317  (m)          414.43   (f) ADJUSTED    1 2
 KW1436
 KW1436.Superseded values are not recommended for survey control.
 KW1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1436.See file dsdata.txt to determine how the superseded data were derived.
 KW1436
 KW1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL399050(NAD 83)
 KW1436_MARKER: DD = SURVEY DISK
 KW1436_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1436_SP_SET: CULVERT
 KW1436_STAMPING: J 307 1966
 KW1436_MARK LOGO: PADH  
 KW1436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1436
 KW1436  HISTORY     - Date     Condition        Report By
 KW1436  HISTORY     - 1966     MONUMENTED       PADH
 KW1436  HISTORY     - 1966     GOOD             CGS
 KW1436  HISTORY     - 1983     GOOD             NGS
 KW1436  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW1436
 KW1436                          STATION DESCRIPTION
 KW1436
 KW1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1436'8.8 MI S FROM SELINSGROVE.
 KW1436'8.8 MILES SOUTH ALONG U.S. HIGHWAYS 11 AND 15 FROM THE POST
 KW1436'OFFICE IN SELINSGROVE, 9.4 MILES NORTH OF LIVERPOOL, 41 FEET
 KW1436'EAST OF THE CENTER OF HIGHWAY, SET IN THE TOP OF THE SOUTHEAST
 KW1436'WINGWALL OF A LARGE BOX CULVERT AND IS ABOUT 9 FEET BELOW THE
 KW1436'LEVEL OF THE HIGHWAY.
 KW1436
 KW1436                          STATION RECOVERY (1983)
 KW1436
 KW1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KW1436'RECOVERED IN GOOD CONDITION.
 KW1436
 KW1436                          STATION RECOVERY (1989)
 KW1436
 KW1436'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1844 ***********************************************************************
 KW1844  DESIGNATION -  J 308
 KW1844  PID         -  KW1844
 KW1844  STATE/COUNTY-  PA/PERRY
 KW1844  USGS QUAD   -  DUNCANNON (1984)
 KW1844
 KW1844                         *CURRENT SURVEY CONTROL
 KW1844  ___________________________________________________________________
 KW1844* NAD 83(1986)-  40 27 47.     (N)    077 01 42.     (W)     SCALED    
 KW1844* NAVD 88     -       132.095  (meters)     433.38   (feet)  ADJUSTED  
 KW1844  ___________________________________________________________________
 KW1844  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 KW1844  DYNAMIC HT  -         132.031 (meters)     433.17  (feet)  COMP
 KW1844  MODELED GRAV-     980,143.5   (mgal)                       NAVD 88
 KW1844
 KW1844  VERT ORDER  -  SECOND    CLASS 0
 KW1844
 KW1844.The horizontal coordinates were scaled from a topographic map and have
 KW1844.an estimated accuracy of +/- 6 seconds.
 KW1844
 KW1844.The orthometric height was determined by differential leveling
 KW1844.and adjusted by the National Geodetic Survey in June 1991..
 KW1844
 KW1844.The geoid height was determined by GEOID03.
 KW1844
 KW1844.The dynamic height is computed by dividing the NAVD 88
 KW1844.geopotential number by the normal gravity value computed on the
 KW1844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1844.degrees latitude (g = 980.6199 gals.).
 KW1844
 KW1844.The modeled gravity was interpolated from observed gravity values.
 KW1844
 KW1844;                    North         East    Units  Estimated Accuracy
 KW1844;SPC PA S     -   125,690.      661,200.      MT  (+/- 180 meters Scaled)
 KW1844
 KW1844                          SUPERSEDED SURVEY CONTROL
 KW1844
 KW1844  NGVD 29 (??/??/??)  132.329  (m)          434.15   (f) ADJUSTED    2 0
 KW1844
 KW1844.Superseded values are not recommended for survey control.
 KW1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1844.See file dsdata.txt to determine how the superseded data were derived.
 KW1844
 KW1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK280811(NAD 83)
 KW1844_MARKER: DB = BENCH MARK DISK
 KW1844_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1844_SP_SET: CATCH BASIN
 KW1844_STAMPING: J 308 1966
 KW1844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1844
 KW1844  HISTORY     - Date     Condition        Report By
 KW1844  HISTORY     - 1966     MONUMENTED       CGS
 KW1844  HISTORY     - 1977     GOOD             NGS
 KW1844  HISTORY     - 20040913 MARK NOT FOUND   GEOCAC
 KW1844
 KW1844                          STATION DESCRIPTION
 KW1844
 KW1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1844'3.1 MI NW FROM AMITY HALL.
 KW1844'ABOUT 3.1 MILES NORTHWEST ALONG U.S. HIGHWAY 22 AND 322 FROM ITS
 KW1844'JUNCTION WITH U.S. HIGHWAY 11 AND 15 IN AMITY HALL, 35 FEET EAST OF
 KW1844'THE CENTERLINE OF THE WEST BOUND LANE OF HIGHWAY, SET IN THE TOP
 KW1844'OF THE SOUTH END OF THE BACKWALL OF A CATCH BASIN AND IS ABOUT 4
 KW1844'FEET BELOW THE LEVEL OF THE WEST BOUND LANE OF HIGHWAY.
 KW1844
 KW1844                          STATION RECOVERY (1977)
 KW1844
 KW1844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KW1844'RECOVERED IN GOOD CONDITION.
 KW1844
 KW1844                          STATION RECOVERY (2004)
 KW1844
 KW1844'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1844'BACKWALL OF THE CATCH BASIN HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1748 ***********************************************************************
 KW1748  DESIGNATION -  J 309
 KW1748  PID         -  KW1748
 KW1748  STATE/COUNTY-  PA/JUNIATA
 KW1748  USGS QUAD   -  MEXICO (1979)
 KW1748
 KW1748                         *CURRENT SURVEY CONTROL
 KW1748  ___________________________________________________________________
 KW1748* NAD 83(1986)-  40 32 48.     (N)    077 18 02.     (W)     SCALED    
 KW1748* NAVD 88     -       155.265  (meters)     509.40   (feet)  ADJUSTED  
 KW1748  ___________________________________________________________________
 KW1748  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KW1748  DYNAMIC HT  -         155.191 (meters)     509.16  (feet)  COMP
 KW1748  MODELED GRAV-     980,149.8   (mgal)                       NAVD 88
 KW1748
 KW1748  VERT ORDER  -  SECOND    CLASS 0
 KW1748
 KW1748.The horizontal coordinates were scaled from a topographic map and have
 KW1748.an estimated accuracy of +/- 6 seconds.
 KW1748
 KW1748.The orthometric height was determined by differential leveling
 KW1748.and adjusted by the National Geodetic Survey in June 1991..
 KW1748
 KW1748.The geoid height was determined by GEOID03.
 KW1748
 KW1748.The dynamic height is computed by dividing the NAVD 88
 KW1748.geopotential number by the normal gravity value computed on the
 KW1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1748.degrees latitude (g = 980.6199 gals.).
 KW1748
 KW1748.The modeled gravity was interpolated from observed gravity values.
 KW1748
 KW1748;                    North         East    Units  Estimated Accuracy
 KW1748;SPC PA S     -   134,820.      638,070.      MT  (+/- 180 meters Scaled)
 KW1748
 KW1748                          SUPERSEDED SURVEY CONTROL
 KW1748
 KW1748  NGVD 29 (??/??/??)  155.480  (m)          510.10   (f) ADJUSTED    2 0
 KW1748
 KW1748.Superseded values are not recommended for survey control.
 KW1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1748.See file dsdata.txt to determine how the superseded data were derived.
 KW1748
 KW1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK051909(NAD 83)
 KW1748_MARKER: DB = BENCH MARK DISK
 KW1748_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1748_SP_SET: CULVERT
 KW1748_STAMPING: J 309 1966
 KW1748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1748
 KW1748  HISTORY     - Date     Condition        Report By
 KW1748  HISTORY     - 1966     MONUMENTED       CGS
 KW1748  HISTORY     - 1968     GOOD             CGS
 KW1748
 KW1748                          STATION DESCRIPTION
 KW1748
 KW1748'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1748'3 MI SE FROM MEXICO.
 KW1748'3.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 22 AND 322 FROM THE
 KW1748'POST OFFICE IN MEXICO, 3.8 MILES NORTHWEST OF THOMPSONTOWN,
 KW1748'SET IN THE APPROXIMATE CENTER OF A HEADWALL OF A CONCRETE CULVERT,
 KW1748'15 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, AND IS ABOUT LEVEL
 KW1748'WITH THE HIGHWAY.
 KW1748
 KW1748                          STATION RECOVERY (1968)
 KW1748
 KW1748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 KW1748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1775 ***********************************************************************
 KW1775  DESIGNATION -  J 310
 KW1775  PID         -  KW1775
 KW1775  STATE/COUNTY-  PA/MIFFLIN
 KW1775  USGS QUAD   -  ALFARATA (1978)
 KW1775
 KW1775                         *CURRENT SURVEY CONTROL
 KW1775  ___________________________________________________________________
 KW1775* NAD 83(1986)-  40 40 58.     (N)    077 23 05.     (W)     SCALED    
 KW1775* NAVD 88     -       199.890  (meters)     655.81   (feet)  ADJUSTED  
 KW1775  ___________________________________________________________________
 KW1775  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 KW1775  DYNAMIC HT  -         199.795 (meters)     655.49  (feet)  COMP
 KW1775  MODELED GRAV-     980,144.7   (mgal)                       NAVD 88
 KW1775
 KW1775  VERT ORDER  -  SECOND    CLASS 0
 KW1775
 KW1775.The horizontal coordinates were scaled from a topographic map and have
 KW1775.an estimated accuracy of +/- 6 seconds.
 KW1775
 KW1775.The orthometric height was determined by differential leveling
 KW1775.and adjusted by the National Geodetic Survey in June 1991..
 KW1775
 KW1775.The geoid height was determined by GEOID03.
 KW1775
 KW1775.The dynamic height is computed by dividing the NAVD 88
 KW1775.geopotential number by the normal gravity value computed on the
 KW1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1775.degrees latitude (g = 980.6199 gals.).
 KW1775
 KW1775.The modeled gravity was interpolated from observed gravity values.
 KW1775
 KW1775;                    North         East    Units  Estimated Accuracy
 KW1775;SPC PA S     -   149,900.      630,880.      MT  (+/- 180 meters Scaled)
 KW1775
 KW1775                          SUPERSEDED SURVEY CONTROL
 KW1775
 KW1775  NGVD 29 (??/??/??)  200.105  (m)          656.51   (f) ADJUSTED    2 0
 KW1775
 KW1775.Superseded values are not recommended for survey control.
 KW1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1775.See file dsdata.txt to determine how the superseded data were derived.
 KW1775
 KW1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL984062(NAD 83)
 KW1775_MARKER: DB = BENCH MARK DISK
 KW1775_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1775_SP_SET: BRIDGE
 KW1775_STAMPING: J 310 1966
 KW1775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1775
 KW1775  HISTORY     - Date     Condition        Report By
 KW1775  HISTORY     - 1966     MONUMENTED       CGS
 KW1775
 KW1775                          STATION DESCRIPTION
 KW1775
 KW1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1775'4.1 MI SW FROM MC CLURE.
 KW1775'4.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 522 FROM ITS JUNCTION
 KW1775'WITH MAIN STREET IN MC CLURE, SET IN THE TOP OF THE SOUTHEAST
 KW1775'WINGWALL OF A 15 FOOT BRIDGE, 16 FEET SOUTH OF THE CENTERLINE
 KW1775'OF HIGHWAY, 74 FEET SOUTHEAST OF POLE NO 375, 0.1 MILE EAST
 KW1775'OF WAGNER, AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2263 ***********************************************************************
 KW2263  DESIGNATION -  J 311 PADH
 KW2263  PID         -  KW2263
 KW2263  STATE/COUNTY-  PA/MIFFLIN
 KW2263  USGS QUAD   -  NEWTON HAMILTON (1971)
 KW2263
 KW2263                         *CURRENT SURVEY CONTROL
 KW2263  ___________________________________________________________________
 KW2263* NAD 83(1986)-  40 26 23.     (N)    077 50 37.     (W)     SCALED    
 KW2263* NAVD 88     -       214.137  (meters)     702.55   (feet)  ADJUSTED  
 KW2263  ___________________________________________________________________
 KW2263  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KW2263  DYNAMIC HT  -         214.026 (meters)     702.18  (feet)  COMP
 KW2263  MODELED GRAV-     980,106.0   (mgal)                       NAVD 88
 KW2263
 KW2263  VERT ORDER  -  SECOND    CLASS 0
 KW2263
 KW2263.The horizontal coordinates were scaled from a topographic map and have
 KW2263.an estimated accuracy of +/- 6 seconds.
 KW2263
 KW2263.The orthometric height was determined by differential leveling
 KW2263.and adjusted by the National Geodetic Survey in June 1991..
 KW2263
 KW2263.The geoid height was determined by GEOID03.
 KW2263
 KW2263.The dynamic height is computed by dividing the NAVD 88
 KW2263.geopotential number by the normal gravity value computed on the
 KW2263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2263.degrees latitude (g = 980.6199 gals.).
 KW2263
 KW2263.The modeled gravity was interpolated from observed gravity values.
 KW2263
 KW2263;                    North         East    Units  Estimated Accuracy
 KW2263;SPC PA S     -   122,850.      592,060.      MT  (+/- 180 meters Scaled)
 KW2263
 KW2263                          SUPERSEDED SURVEY CONTROL
 KW2263
 KW2263  NGVD 29 (??/??/??)  214.336  (m)          703.20   (f) ADJUSTED    2 0
 KW2263
 KW2263.Superseded values are not recommended for survey control.
 KW2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2263.See file dsdata.txt to determine how the superseded data were derived.
 KW2263
 KW2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK588804(NAD 83)
 KW2263_MARKER: DD = SURVEY DISK
 KW2263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2263_SP_SET: CULVERT
 KW2263_STAMPING: J 311 1966
 KW2263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2263
 KW2263  HISTORY     - Date     Condition        Report By
 KW2263  HISTORY     - 1966     MONUMENTED       PADH
 KW2263  HISTORY     - 1967     GOOD             CGS
 KW2263
 KW2263                          STATION DESCRIPTION
 KW2263
 KW2263'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KW2263'4 MI NE FROM MT UNION.
 KW2263'4.0 MILES NORTHEAST ALONG U.S. HIGHWAY 22 AND 522 FROM THE
 KW2263'JUNCTION OF U.S. HIGHWAY 22 AND 522 SOUTH IN MT. UNION, SET
 KW2263'IN THE TOP OF THE SOUTHWEST WINGWALL OF A LARGE BOX CULVERT,
 KW2263'24 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY AND IS ABOUT
 KW2263'1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0362 ***********************************************************************
 KX0362  DESIGNATION -  J 312
 KX0362  PID         -  KX0362
 KX0362  STATE/COUNTY-  PA/BLAIR
 KX0362  USGS QUAD   -  FRANKSTOWN (1994)
 KX0362
 KX0362                         *CURRENT SURVEY CONTROL
 KX0362  ___________________________________________________________________
 KX0362* NAD 83(1986)-  40 28 00.     (N)    078 18 13.     (W)     SCALED    
 KX0362* NAVD 88     -       342.644  (meters)    1124.16   (feet)  ADJUSTED  
 KX0362  ___________________________________________________________________
 KX0362  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 KX0362  DYNAMIC HT  -         342.464 (meters)    1123.57  (feet)  COMP
 KX0362  MODELED GRAV-     980,088.6   (mgal)                       NAVD 88
 KX0362
 KX0362  VERT ORDER  -  SECOND    CLASS 0
 KX0362
 KX0362.The horizontal coordinates were scaled from a topographic map and have
 KX0362.an estimated accuracy of +/- 6 seconds.
 KX0362
 KX0362.The orthometric height was determined by differential leveling
 KX0362.and adjusted by the National Geodetic Survey in June 1991..
 KX0362
 KX0362.The geoid height was determined by GEOID03.
 KX0362
 KX0362.The dynamic height is computed by dividing the NAVD 88
 KX0362.geopotential number by the normal gravity value computed on the
 KX0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0362.degrees latitude (g = 980.6199 gals.).
 KX0362
 KX0362.The modeled gravity was interpolated from observed gravity values.
 KX0362
 KX0362;                    North         East    Units  Estimated Accuracy
 KX0362;SPC PA S     -   125,990.      553,050.      MT  (+/- 180 meters Scaled)
 KX0362
 KX0362                          SUPERSEDED SURVEY CONTROL
 KX0362
 KX0362  NGVD 29 (??/??/92)  342.818  (m)         1124.73   (f) ADJ UNCH    2 0
 KX0362
 KX0362.Superseded values are not recommended for survey control.
 KX0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0362.See file dsdata.txt to determine how the superseded data were derived.
 KX0362
 KX0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE286830(NAD 83)
 KX0362_MARKER: DB = BENCH MARK DISK
 KX0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0362_STAMPING: J 212 1966
 KX0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0362+STABILITY: SURFACE MOTION
 KX0362
 KX0362  HISTORY     - Date     Condition        Report By
 KX0362  HISTORY     - 1966     MONUMENTED       CGS
 KX0362  HISTORY     - 1967     GOOD             NGS
 KX0362  HISTORY     - 1973     POOR             NGS
 KX0362
 KX0362                          STATION DESCRIPTION
 KX0362
 KX0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0362'3 MI SE FROM FRANKSTOWN.
 KX0362'3.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 22 FROM ITS JUNCTION
 KX0362'WITH FRANKSTOWN ROAD IN FRANKSTOWN, SET IN THE TOP OF A CONCRETE
 KX0362'POST PROJECTING 2-INCHES, 31.5 FEET NORTH OF THE CENTERLINE
 KX0362'OF HIGHWAY, 2.0 FEET SOUTHWEST OF A METAL WITNESS SIGN AND
 KX0362'IS ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 KX0362
 KX0362                          STATION RECOVERY (1973)
 KX0362
 KX0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KX0362'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0384 ***********************************************************************
 KX0384  DESIGNATION -  J 313
 KX0384  PID         -  KX0384
 KX0384  STATE/COUNTY-  PA/BLAIR
 KX0384  USGS QUAD   -  ROARING SPRING (1987)
 KX0384
 KX0384                         *CURRENT SURVEY CONTROL
 KX0384  ___________________________________________________________________
 KX0384* NAD 83(1986)-  40 17 46.     (N)    078 27 14.     (W)     SCALED    
 KX0384* NAVD 88     -       355.541  (meters)    1166.47   (feet)  ADJUSTED  
 KX0384  ___________________________________________________________________
 KX0384  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KX0384  DYNAMIC HT  -         355.347 (meters)    1165.83  (feet)  COMP
 KX0384  MODELED GRAV-     980,069.2   (mgal)                       NAVD 88
 KX0384
 KX0384  VERT ORDER  -  SECOND    CLASS 0
 KX0384
 KX0384.The horizontal coordinates were scaled from a topographic map and have
 KX0384.an estimated accuracy of +/- 6 seconds.
 KX0384
 KX0384.The orthometric height was determined by differential leveling
 KX0384.and adjusted by the National Geodetic Survey in June 1991..
 KX0384
 KX0384.The geoid height was determined by GEOID03.
 KX0384
 KX0384.The dynamic height is computed by dividing the NAVD 88
 KX0384.geopotential number by the normal gravity value computed on the
 KX0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0384.degrees latitude (g = 980.6199 gals.).
 KX0384
 KX0384.The modeled gravity was interpolated from observed gravity values.
 KX0384
 KX0384;                    North         East    Units  Estimated Accuracy
 KX0384;SPC PA S     -   107,140.      540,160.      MT  (+/- 180 meters Scaled)
 KX0384
 KX0384                          SUPERSEDED SURVEY CONTROL
 KX0384
 KX0384  NGVD 29 (??/??/92)  355.689  (m)         1166.96   (f) ADJ UNCH    2 0
 KX0384
 KX0384.Superseded values are not recommended for survey control.
 KX0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0384.See file dsdata.txt to determine how the superseded data were derived.
 KX0384
 KX0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE164637(NAD 83)
 KX0384_MARKER: DD = SURVEY DISK
 KX0384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0384_SP_SET: CULVERT
 KX0384_STAMPING: J 313 1967
 KX0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0384
 KX0384  HISTORY     - Date     Condition        Report By
 KX0384  HISTORY     - 1967     MONUMENTED       PADT
 KX0384  HISTORY     - 1967     GOOD             NGS
 KX0384
 KX0384                          STATION DESCRIPTION
 KX0384
 KX0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0384'6.9 MI S FROM NEWRY.
 KX0384'6.9 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE, SET
 KX0384'IN THE TOP OF THE SOUTHEAST WINGWALL OF A LARGE BOX CULVERT,
 KX0384'24.0 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 2.0 FEET
 KX0384'BELOW LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0509 ***********************************************************************
 JW0509  DESIGNATION -  J 314
 JW0509  PID         -  JW0509
 JW0509  STATE/COUNTY-  PA/BEDFORD
 JW0509  USGS QUAD   -  RAINSBURG (1977)
 JW0509
 JW0509                         *CURRENT SURVEY CONTROL
 JW0509  ___________________________________________________________________
 JW0509* NAD 83(1986)-  39 56 37.     (N)    078 34 32.     (W)     SCALED    
 JW0509* NAVD 88     -       405.758  (meters)    1331.22   (feet)  ADJUSTED  
 JW0509  ___________________________________________________________________
 JW0509  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 JW0509  DYNAMIC HT  -         405.526 (meters)    1330.46  (feet)  COMP
 JW0509  MODELED GRAV-     980,041.6   (mgal)                       NAVD 88
 JW0509
 JW0509  VERT ORDER  -  SECOND    CLASS 0
 JW0509
 JW0509.The horizontal coordinates were scaled from a topographic map and have
 JW0509.an estimated accuracy of +/- 6 seconds.
 JW0509
 JW0509.The orthometric height was determined by differential leveling
 JW0509.and adjusted by the National Geodetic Survey in June 1991..
 JW0509
 JW0509.The geoid height was determined by GEOID03.
 JW0509
 JW0509.The dynamic height is computed by dividing the NAVD 88
 JW0509.geopotential number by the normal gravity value computed on the
 JW0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0509.degrees latitude (g = 980.6199 gals.).
 JW0509
 JW0509.The modeled gravity was interpolated from observed gravity values.
 JW0509
 JW0509;                    North         East    Units  Estimated Accuracy
 JW0509;SPC PA S     -    68,090.      529,450.      MT  (+/- 180 meters Scaled)
 JW0509
 JW0509                          SUPERSEDED SURVEY CONTROL
 JW0509
 JW0509  NGVD 29 (??/??/92)  405.924  (m)         1331.77   (f) ADJ UNCH    2 0
 JW0509
 JW0509.Superseded values are not recommended for survey control.
 JW0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0509.See file dsdata.txt to determine how the superseded data were derived.
 JW0509
 JW0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE071243(NAD 83)
 JW0509_MARKER: DB = BENCH MARK DISK
 JW0509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0509_SP_SET: CULVERT
 JW0509_STAMPING: J 314 1967
 JW0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0509
 JW0509  HISTORY     - Date     Condition        Report By
 JW0509  HISTORY     - 1967     MONUMENTED       CGS
 JW0509
 JW0509                          STATION DESCRIPTION
 JW0509
 JW0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JW0509'7.2 MI S FROM BEDFORD.
 JW0509'ABOUT 7.2 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE JUNCTION
 JW0509'OF U.S. HIGHWAY 220 AND 30 (PITT STREET), SET IN THE SOUTH
 JW0509'WINGWALL OF A LARGE BOX CULVERT, 27.0 FEET SOUTHEAST OF THE
 JW0509'CENTERLINE OF HIGHWAY AND 1.0 FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0781 ***********************************************************************
 KX0781  DESIGNATION -  J 315
 KX0781  PID         -  KX0781
 KX0781  STATE/COUNTY-  PA/CAMBRIA
 KX0781  USGS QUAD   -  CARROLLTOWN (1972)
 KX0781
 KX0781                         *CURRENT SURVEY CONTROL
 KX0781  ___________________________________________________________________
 KX0781* NAD 83(1986)-  40 34 33.     (N)    078 43 17.     (W)     SCALED    
 KX0781* NAVD 88     -       640.618  (meters)    2101.76   (feet)  ADJUSTED  
 KX0781  ___________________________________________________________________
 KX0781  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KX0781  DYNAMIC HT  -         640.268 (meters)    2100.61  (feet)  COMP
 KX0781  MODELED GRAV-     980,056.2   (mgal)                       NAVD 88
 KX0781
 KX0781  VERT ORDER  -  SECOND    CLASS 0
 KX0781
 KX0781.The horizontal coordinates were scaled from a topographic map and have
 KX0781.an estimated accuracy of +/- 6 seconds.
 KX0781
 KX0781.The orthometric height was determined by differential leveling
 KX0781.and adjusted by the National Geodetic Survey in June 1991..
 KX0781
 KX0781.The geoid height was determined by GEOID03.
 KX0781
 KX0781.The dynamic height is computed by dividing the NAVD 88
 KX0781.geopotential number by the normal gravity value computed on the
 KX0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0781.degrees latitude (g = 980.6199 gals.).
 KX0781
 KX0781.The modeled gravity was interpolated from observed gravity values.
 KX0781
 KX0781;                    North         East    Units  Estimated Accuracy
 KX0781;SPC PA S     -   138,410.      517,760.      MT  (+/- 180 meters Scaled)
 KX0781
 KX0781                          SUPERSEDED SURVEY CONTROL
 KX0781
 KX0781  NGVD 29 (??/??/92)  640.773  (m)         2102.27   (f) ADJ UNCH    2 0
 KX0781
 KX0781.Superseded values are not recommended for survey control.
 KX0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0781.See file dsdata.txt to determine how the superseded data were derived.
 KX0781
 KX0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE928941(NAD 83)
 KX0781_MARKER: DB = BENCH MARK DISK
 KX0781_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0781_SP_SET: CATCH BASIN
 KX0781_STAMPING: J 315 1967
 KX0781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0781
 KX0781  HISTORY     - Date     Condition        Report By
 KX0781  HISTORY     - 1967     MONUMENTED       CGS
 KX0781  HISTORY     - 20010201 GOOD             PADT
 KX0781
 KX0781                          STATION DESCRIPTION
 KX0781
 KX0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0781'2.4 MI S FROM CARROLLTOWN.
 KX0781'2.35 MILES SOUTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE IN
 KX0781'CARROLLTOWN, SET IN THE TOP OF THE APPROXIMATE CENTER OF THE
 KX0781'BACKWALL OF A CATCH BASIN, 48 FEET WEST OF THE CENTERLINE OF
 KX0781'HIGHWAY, 39 FEET SOUTH OF POWER LINE POLE NO. 4-17319, AND IS
 KX0781'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 KX0781
 KX0781                          STATION RECOVERY (2001)
 KX0781
 KX0781'RECOVERY NOTE BY PA DEPT OF TRANSP 2001
 KX0781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0576 ***********************************************************************
 KX0576  DESIGNATION -  J 316
 KX0576  PID         -  KX0576
 KX0576  STATE/COUNTY-  PA/CAMBRIA
 KX0576  USGS QUAD   -  GEISTOWN (1993)
 KX0576
 KX0576                         *CURRENT SURVEY CONTROL
 KX0576  ___________________________________________________________________
 KX0576* NAD 83(1986)-  40 15 30.     (N)    078 50 55.     (W)     SCALED    
 KX0576* NAVD 88     -       603.182  (meters)    1978.94   (feet)  ADJUSTED  
 KX0576  ___________________________________________________________________
 KX0576  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KX0576  DYNAMIC HT  -         602.842 (meters)    1977.82  (feet)  COMP
 KX0576  MODELED GRAV-     980,041.1   (mgal)                       NAVD 88
 KX0576
 KX0576  VERT ORDER  -  SECOND    CLASS 0
 KX0576
 KX0576.The horizontal coordinates were scaled from a topographic map and have
 KX0576.an estimated accuracy of +/- 6 seconds.
 KX0576
 KX0576.The orthometric height was determined by differential leveling
 KX0576.and adjusted by the National Geodetic Survey in June 1991..
 KX0576
 KX0576.The geoid height was determined by GEOID03.
 KX0576
 KX0576.The dynamic height is computed by dividing the NAVD 88
 KX0576.geopotential number by the normal gravity value computed on the
 KX0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0576.degrees latitude (g = 980.6199 gals.).
 KX0576
 KX0576.The modeled gravity was interpolated from observed gravity values.
 KX0576
 KX0576;                    North         East    Units  Estimated Accuracy
 KX0576;SPC PA S     -   103,290.      506,550.      MT  (+/- 180 meters Scaled)
 KX0576
 KX0576                          SUPERSEDED SURVEY CONTROL
 KX0576
 KX0576  NGVD 29 (??/??/92)  603.331  (m)         1979.43   (f) ADJ UNCH    2 0
 KX0576
 KX0576.Superseded values are not recommended for survey control.
 KX0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0576.See file dsdata.txt to determine how the superseded data were derived.
 KX0576
 KX0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE829586(NAD 83)
 KX0576_MARKER: DB = BENCH MARK DISK
 KX0576_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0576_SP_SET: BACK WALL OF CATCH BASIN
 KX0576_STAMPING: J 316 1967
 KX0576_MARK LOGO: CGS   
 KX0576_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX0576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0576
 KX0576  HISTORY     - Date     Condition        Report By
 KX0576  HISTORY     - 1967     MONUMENTED       CGS
 KX0576  HISTORY     - 20030101 GOOD             NGS
 KX0576
 KX0576                          STATION DESCRIPTION
 KX0576
 KX0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0576'1.1 MI NW FROM PAINT.
 KX0576'ABOUT 1.1 MILES NORTHWEST ALONG STATE HIGHWAY 56 FROM ITS
 KX0576'JUNCTION WITH STATE HIGHWAY 601 IN PAINT, 1.2 MILES SOUTHEAST OF
 KX0576'THE JUNCTION OF STATE HIGHWAY 56 AND U.S. HIGHWAY 219, (WHICH
 KX0576'IS NOW UNDER CONSTRUCTION,) SET IN THE TOP OF A BACKWALL OF A
 KX0576'CATCH BASIN, 38 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND
 KX0576'LANE OF STATE HIGHWAY 56, 26 FEET NORTH OF THE APPROXIMATE CENTER
 KX0576'OF A SIDEROAD, 19.5 FEET WEST OF A POWERLINE POLE, 3.3 FEET
 KX0576'WEST OF THE EAST END OF BACKWALL, AND IS ABOUT LEVEL WITH THE
 KX0576'HIGHWAY.
 KX0576
 KX0576                          STATION RECOVERY (2003)
 KX0576
 KX0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JY)
 KX0576'MARK RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0758 ***********************************************************************
 KX0758  DESIGNATION -  J 317
 KX0758  PID         -  KX0758
 KX0758  STATE/COUNTY-  PA/CLEARFIELD
 KX0758  USGS QUAD   -  BARNESBORO (1984)
 KX0758
 KX0758                         *CURRENT SURVEY CONTROL
 KX0758  ___________________________________________________________________
 KX0758* NAD 83(1986)-  40 44 36.     (N)    078 47 30.     (W)     SCALED    
 KX0758* NAVD 88     -       429.808  (meters)    1410.13   (feet)  ADJUSTED  
 KX0758  ___________________________________________________________________
 KX0758  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 KX0758  DYNAMIC HT  -         429.570 (meters)    1409.35  (feet)  COMP
 KX0758  MODELED GRAV-     980,059.2   (mgal)                       NAVD 88
 KX0758
 KX0758  VERT ORDER  -  SECOND    CLASS 0
 KX0758
 KX0758.The horizontal coordinates were scaled from a topographic map and have
 KX0758.an estimated accuracy of +/- 6 seconds.
 KX0758
 KX0758.The orthometric height was determined by differential leveling
 KX0758.and adjusted by the National Geodetic Survey in June 1991..
 KX0758
 KX0758.The geoid height was determined by GEOID03.
 KX0758
 KX0758.The dynamic height is computed by dividing the NAVD 88
 KX0758.geopotential number by the normal gravity value computed on the
 KX0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0758.degrees latitude (g = 980.6199 gals.).
 KX0758
 KX0758.The modeled gravity was interpolated from observed gravity values.
 KX0758
 KX0758;                    North         East    Units  Estimated Accuracy
 KX0758;SPC PA N     -    64,570.      512,020.      MT  (+/- 180 meters Scaled)
 KX0758
 KX0758                          SUPERSEDED SURVEY CONTROL
 KX0758
 KX0758  NGVD 29 (??/??/92)  429.960  (m)         1410.63   (f) ADJ UNCH    2 0
 KX0758
 KX0758.Superseded values are not recommended for survey control.
 KX0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0758.See file dsdata.txt to determine how the superseded data were derived.
 KX0758
 KX0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF864126(NAD 83)
 KX0758_MARKER: DB = BENCH MARK DISK
 KX0758_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0758_SP_SET: CULVERT
 KX0758_STAMPING: J 317 1967
 KX0758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0758
 KX0758  HISTORY     - Date     Condition        Report By
 KX0758  HISTORY     - 1967     MONUMENTED       CGS
 KX0758  HISTORY     - 1974     GOOD             PADT
 KX0758
 KX0758                          STATION DESCRIPTION
 KX0758
 KX0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0758'1.5 MI N FROM CHERRY TREE.
 KX0758'1.5 MILES NORTH ALONG U.S. HIGHWAY 219 FROM THE JUNCTION OF
 KX0758'U.S. HIGHWAY 219 AND STATE HIGHWAY 580 AT CHERRY TREE, SET
 KX0758'IN THE CENTER OF THE FRONT WALL OF A L-SHAPE CULVERT, 17.0 FEET
 KX0758'EAST OF THE CENTERLINE OF HIGHWAY AND ABOUT LEVEL WITH
 KX0758'HIGHWAY.
 KX0758
 KX0758                          STATION RECOVERY (1974)
 KX0758
 KX0758'RECOVERY NOTE BY PA DEPT OF TRANSP 1974
 KX0758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0567 ***********************************************************************
 MA0567  DESIGNATION -  J 318
 MA0567  PID         -  MA0567
 MA0567  STATE/COUNTY-  PA/CLEARFIELD
 MA0567  USGS QUAD   -  DU BOIS (1994)
 MA0567
 MA0567                         *CURRENT SURVEY CONTROL
 MA0567  ___________________________________________________________________
 MA0567* NAD 83(1986)-  41 01 29.     (N)    078 47 12.     (W)     SCALED    
 MA0567* NAVD 88     -       478.614  (meters)    1570.25   (feet)  ADJUSTED  
 MA0567  ___________________________________________________________________
 MA0567  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 MA0567  DYNAMIC HT  -         478.380 (meters)    1569.49  (feet)  COMP
 MA0567  MODELED GRAV-     980,120.6   (mgal)                       NAVD 88
 MA0567
 MA0567  VERT ORDER  -  SECOND    CLASS 0
 MA0567
 MA0567.The horizontal coordinates were scaled from a topographic map and have
 MA0567.an estimated accuracy of +/- 6 seconds.
 MA0567
 MA0567.The orthometric height was determined by differential leveling
 MA0567.and adjusted by the National Geodetic Survey in June 1991..
 MA0567
 MA0567.The geoid height was determined by GEOID03.
 MA0567
 MA0567.The dynamic height is computed by dividing the NAVD 88
 MA0567.geopotential number by the normal gravity value computed on the
 MA0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0567.degrees latitude (g = 980.6199 gals.).
 MA0567
 MA0567.The modeled gravity was interpolated from observed gravity values.
 MA0567
 MA0567;                    North         East    Units  Estimated Accuracy
 MA0567;SPC PA N     -    95,810.      512,820.      MT  (+/- 180 meters Scaled)
 MA0567
 MA0567                          SUPERSEDED SURVEY CONTROL
 MA0567
 MA0567  NGVD 29 (??/??/92)  478.767  (m)         1570.75   (f) ADJ UNCH    2 0
 MA0567
 MA0567.Superseded values are not recommended for survey control.
 MA0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0567.See file dsdata.txt to determine how the superseded data were derived.
 MA0567
 MA0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF860438(NAD 83)
 MA0567_MARKER: DB = BENCH MARK DISK
 MA0567_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0567_SP_SET: CATCH BASIN
 MA0567_STAMPING: J 318 1967
 MA0567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0567
 MA0567  HISTORY     - Date     Condition        Report By
 MA0567  HISTORY     - 1967     MONUMENTED       CGS
 MA0567
 MA0567                          STATION DESCRIPTION
 MA0567
 MA0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MA0567'AT TROUTVILLE.
 MA0567'AT TROUTVILLE, 30.0 EAST OF THE CENTER OF THE MAIN CROSSROAD
 MA0567'IN TROUTVILLE, 18 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 MA0567'410, 3.2 FEET SOUTHWEST OF POWER LINE POLE NO. 104 AA 6, SET IN
 MA0567'THE TOP OF THE APPROXIMATE CENTER OF THE BACKWALL OF A CATCH
 MA0567'BASIN AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0914 ***********************************************************************
 KX0914  DESIGNATION -  J 319
 KX0914  PID         -  KX0914
 KX0914  STATE/COUNTY-  PA/INDIANA
 KX0914  USGS QUAD   -  INDIANA (1981)
 KX0914
 KX0914                         *CURRENT SURVEY CONTROL
 KX0914  ___________________________________________________________________
 KX0914* NAD 83(1986)-  40 37 22.     (N)    079 08 40.     (W)     SCALED    
 KX0914* NAVD 88     -       384.332  (meters)    1260.93   (feet)  ADJUSTED  
 KX0914  ___________________________________________________________________
 KX0914  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 KX0914  DYNAMIC HT  -         384.133 (meters)    1260.28  (feet)  COMP
 KX0914  MODELED GRAV-     980,095.0   (mgal)                       NAVD 88
 KX0914
 KX0914  VERT ORDER  -  SECOND    CLASS 0
 KX0914
 KX0914.The horizontal coordinates were scaled from a topographic map and have
 KX0914.an estimated accuracy of +/- 6 seconds.
 KX0914
 KX0914.The orthometric height was determined by differential leveling
 KX0914.and adjusted by the National Geodetic Survey in June 1991..
 KX0914
 KX0914.The geoid height was determined by GEOID03.
 KX0914
 KX0914.The dynamic height is computed by dividing the NAVD 88
 KX0914.geopotential number by the normal gravity value computed on the
 KX0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0914.degrees latitude (g = 980.6199 gals.).
 KX0914
 KX0914.The modeled gravity was interpolated from observed gravity values.
 KX0914
 KX0914;                    North         East    Units  Estimated Accuracy
 KX0914;SPC PA S     -   144,110.      482,020.      MT  (+/- 180 meters Scaled)
 KX0914
 KX0914                          SUPERSEDED SURVEY CONTROL
 KX0914
 KX0914  NGVD 29 (??/??/92)  384.513  (m)         1261.52   (f) ADJ UNCH    2 0
 KX0914
 KX0914.Superseded values are not recommended for survey control.
 KX0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0914.See file dsdata.txt to determine how the superseded data were derived.
 KX0914
 KX0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE569985(NAD 83)
 KX0914_MARKER: DB = BENCH MARK DISK
 KX0914_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0914_SP_SET: BRIDGE
 KX0914_STAMPING: J 319 1967
 KX0914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0914_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KX0914+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 KX0914
 KX0914  HISTORY     - Date     Condition        Report By
 KX0914  HISTORY     - 1967     MONUMENTED       CGS
 KX0914  HISTORY     - 19991101 GOOD             PADT
 KX0914  HISTORY     - 20050901 GOOD             PADT
 KX0914
 KX0914                          STATION DESCRIPTION
 KX0914
 KX0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0914'AT INDIANA.
 KX0914'0.4 MILE EAST ALONG U.S. HIGHWAY 422 FROM THE COURT HOUSE IN
 KX0914'INDIANA, SET IN THE TOP OF A LARGE RETAINING WALL EXTENDING NORTH
 KX0914'FROM A SMALL BRIDGE, 45 FEET NORTH OF THE CENTERLINE OF HIGHWAY,
 KX0914'9 FEET EAST OF THE APPROXIMATE CENTER OF A DRIVEWAY, 2.5 FEET
 KX0914'NORTH OF THE WEST END OF THE HEADWALL OF SMALL BRIDGE AND IS
 KX0914'ABOUT LEVEL WITH THE HIGHWAY.
 KX0914
 KX0914                          STATION RECOVERY (1999)
 KX0914
 KX0914'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (BH)
 KX0914'RECOVERED IN GOOD CONDITION.
 KX0914
 KX0914                          STATION RECOVERY (2005)
 KX0914
 KX0914'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 KX0914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0840 ***********************************************************************
 LZ0840  DESIGNATION -  J 32
 LZ0840  PID         -  LZ0840
 LZ0840  STATE/COUNTY-  PA/TIOGA
 LZ0840  USGS QUAD   -  MANSFIELD (1986)
 LZ0840
 LZ0840                         *CURRENT SURVEY CONTROL
 LZ0840  ___________________________________________________________________
 LZ0840* NAD 83(1986)-  41 45 56.     (N)    077 04 36.     (W)     SCALED    
 LZ0840* NAVD 88     -       355.438  (meters)    1166.13   (feet)  ADJUSTED  
 LZ0840  ___________________________________________________________________
 LZ0840  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LZ0840  DYNAMIC HT  -         355.290 (meters)    1165.65  (feet)  COMP
 LZ0840  MODELED GRAV-     980,194.6   (mgal)                       NAVD 88
 LZ0840
 LZ0840  VERT ORDER  -  SECOND    CLASS 0
 LZ0840
 LZ0840.The horizontal coordinates were scaled from a topographic map and have
 LZ0840.an estimated accuracy of +/- 6 seconds.
 LZ0840
 LZ0840.The orthometric height was determined by differential leveling
 LZ0840.and adjusted by the National Geodetic Survey in June 1991..
 LZ0840
 LZ0840.The geoid height was determined by GEOID03.
 LZ0840
 LZ0840.The dynamic height is computed by dividing the NAVD 88
 LZ0840.geopotential number by the normal gravity value computed on the
 LZ0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0840.degrees latitude (g = 980.6199 gals.).
 LZ0840
 LZ0840.The modeled gravity was interpolated from observed gravity values.
 LZ0840
 LZ0840;                    North         East    Units  Estimated Accuracy
 LZ0840;SPC PA N     -   177,780.      655,990.      MT  (+/- 180 meters Scaled)
 LZ0840
 LZ0840                          SUPERSEDED SURVEY CONTROL
 LZ0840
 LZ0840  NGVD 29 (??/??/92)  355.586  (m)         1166.62   (f) ADJ UNCH    2 0
 LZ0840
 LZ0840.Superseded values are not recommended for survey control.
 LZ0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0840.See file dsdata.txt to determine how the superseded data were derived.
 LZ0840
 LZ0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM273258(NAD 83)
 LZ0840_MARKER: DB = BENCH MARK DISK
 LZ0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0840_STAMPING: J 32 1934
 LZ0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0840+STABILITY: SURFACE MOTION
 LZ0840
 LZ0840  HISTORY     - Date     Condition        Report By
 LZ0840  HISTORY     - 1934     MONUMENTED       CGS
 LZ0840  HISTORY     - 1968     GOOD             NGS
 LZ0840
 LZ0840                          STATION DESCRIPTION
 LZ0840
 LZ0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0840'1.4 MI N FROM COVINGTON.
 LZ0840'1.4 MILES NORTH ALONG THE ERIE RAILROAD FROM COVINGTON, TIOGA
 LZ0840'COUNTY, ABOUT 490 FEET NORTH OF MILEPOST 39, ABOUT 200 FEET
 LZ0840'SOUTH OF THE ENGINE HOUSE OF A MILK DISTRIBUTING PLANT, 65
 LZ0840'FEET EAST OF U.S. HIGHWAY 15, 11 FEET WEST OF THE WEST RAIL,
 LZ0840'AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 LZ0840'DISK, STAMPED J 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0940 ***********************************************************************
 KX0940  DESIGNATION -  J 320
 KX0940  PID         -  KX0940
 KX0940  STATE/COUNTY-  PA/ARMSTRONG
 KX0940  USGS QUAD   -  MOSGROVE (1993)
 KX0940
 KX0940                         *CURRENT SURVEY CONTROL
 KX0940  ___________________________________________________________________
 KX0940* NAD 83(1986)-  40 46 19.     (N)    079 26 08.     (W)     SCALED    
 KX0940* NAVD 88     -       377.488  (meters)    1238.48   (feet)  ADJUSTED  
 KX0940  ___________________________________________________________________
 KX0940  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KX0940  DYNAMIC HT  -         377.299 (meters)    1237.86  (feet)  COMP
 KX0940  MODELED GRAV-     980,114.5   (mgal)                       NAVD 88
 KX0940
 KX0940  VERT ORDER  -  SECOND    CLASS 0
 KX0940
 KX0940.The horizontal coordinates were scaled from a topographic map and have
 KX0940.an estimated accuracy of +/- 6 seconds.
 KX0940
 KX0940.The orthometric height was determined by differential leveling
 KX0940.and adjusted by the National Geodetic Survey in June 1991..
 KX0940
 KX0940.The geoid height was determined by GEOID03.
 KX0940
 KX0940.The dynamic height is computed by dividing the NAVD 88
 KX0940.geopotential number by the normal gravity value computed on the
 KX0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0940.degrees latitude (g = 980.6199 gals.).
 KX0940
 KX0940.The modeled gravity was interpolated from observed gravity values.
 KX0940
 KX0940;                    North         East    Units  Estimated Accuracy
 KX0940;SPC PA S     -   161,100.      457,710.      MT  (+/- 180 meters Scaled)
 KX0940
 KX0940                          SUPERSEDED SURVEY CONTROL
 KX0940
 KX0940  NGVD 29 (??/??/92)  377.664  (m)         1239.05   (f) ADJ UNCH    2 0
 KX0940
 KX0940.Superseded values are not recommended for survey control.
 KX0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0940.See file dsdata.txt to determine how the superseded data were derived.
 KX0940
 KX0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF320146(NAD 83)
 KX0940_MARKER: DB = BENCH MARK DISK
 KX0940_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0940_SP_SET: CULVERT
 KX0940_STAMPING: J 320 1967
 KX0940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0940
 KX0940  HISTORY     - Date     Condition        Report By
 KX0940  HISTORY     - 1967     MONUMENTED       CGS
 KX0940  HISTORY     - 19920118 MARK NOT FOUND   USPSQD
 KX0940  HISTORY     - 20050901 MARK NOT FOUND   PADT
 KX0940
 KX0940                          STATION DESCRIPTION
 KX0940
 KX0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0940'3.7 MI NW FROM WHITESBURG.
 KX0940'3.7 MILES NORTHWEST ALONG U.S. HIGHWAY 422 FROM THE WHITESBURG
 KX0940'METHODIST CHURCH, SET IN THE TOP OF THE APPROX CENTER OF THE REAR
 KX0940'WALL OF A BOX CULVERT, 19 FEET WEST-SOUTHWEST OF CENTER LINE OF
 KX0940'HIGHWAY, ABOUT 100 FEET NORTH OF MACADAM ROAD GOING SOUTHWEST
 KX0940'AT BOTTOM OF HILL AT OFFSET CROSSROADS, AND IS ABOUT LEVEL WITH
 KX0940'THE HIGHWAY.
 KX0940
 KX0940                          STATION RECOVERY (1992)
 KX0940
 KX0940'RECOVERY NOTE BY US POWER SQUADRON 1992 (JBW)
 KX0940'MARK NOT FOUND.
 KX0940
 KX0940                          STATION RECOVERY (2005)
 KX0940
 KX0940'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 KX0940'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1643 ***********************************************************************
 KX1643  DESIGNATION -  J 321
 KX1643  PID         -  KX1643
 KX1643  STATE/COUNTY-  PA/BUTLER
 KX1643  USGS QUAD   -  SAXONBURG (1977)
 KX1643
 KX1643                         *CURRENT SURVEY CONTROL
 KX1643  ___________________________________________________________________
 KX1643* NAD 83(1986)-  40 51 57.     (N)    079 49 34.     (W)     SCALED    
 KX1643* NAVD 88     -       322.209  (meters)    1057.11   (feet)  ADJUSTED  
 KX1643  ___________________________________________________________________
 KX1643  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 KX1643  DYNAMIC HT  -         322.046 (meters)    1056.58  (feet)  COMP
 KX1643  MODELED GRAV-     980,113.0   (mgal)                       NAVD 88
 KX1643
 KX1643  VERT ORDER  -  FIRST     CLASS II
 KX1643
 KX1643.The horizontal coordinates were scaled from a topographic map and have
 KX1643.an estimated accuracy of +/- 6 seconds.
 KX1643
 KX1643.The orthometric height was determined by differential leveling
 KX1643.and adjusted by the National Geodetic Survey in June 1991..
 KX1643
 KX1643.The geoid height was determined by GEOID03.
 KX1643
 KX1643.The dynamic height is computed by dividing the NAVD 88
 KX1643.geopotential number by the normal gravity value computed on the
 KX1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1643.degrees latitude (g = 980.6199 gals.).
 KX1643
 KX1643.The modeled gravity was interpolated from observed gravity values.
 KX1643
 KX1643;                    North         East    Units  Estimated Accuracy
 KX1643;SPC PA S     -   172,220.      424,990.      MT  (+/- 180 meters Scaled)
 KX1643
 KX1643                          SUPERSEDED SURVEY CONTROL
 KX1643
 KX1643  NGVD 29 (06/03/92)  322.357  (m)         1057.60   (f) ADJUSTED    1 2
 KX1643
 KX1643.Superseded values are not recommended for survey control.
 KX1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1643.See file dsdata.txt to determine how the superseded data were derived.
 KX1643
 KX1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF989245(NAD 83)
 KX1643_MARKER: DD = SURVEY DISK
 KX1643_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1643_SP_SET: BRIDGE
 KX1643_STAMPING: J 321 1967
 KX1643_MARK LOGO: PADH  
 KX1643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1643
 KX1643  HISTORY     - Date     Condition        Report By
 KX1643  HISTORY     - 1967     MONUMENTED       PADH
 KX1643  HISTORY     - 1967     GOOD             NGS
 KX1643  HISTORY     - 1983     GOOD             NGS
 KX1643
 KX1643                          STATION DESCRIPTION
 KX1643
 KX1643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX1643'2.7 MI E FROM BUTLER.
 KX1643'2.7 MILES EAST ALONG U.S. HIGHWAY 422 FROM ITS JUNCTION WITH
 KX1643'STATE HIGHWAYS 68 AND 38, WHICH IS ABOUT 1.0 MILE NORTHEAST OF
 KX1643'BUTLER, SET IN THE TOP OF THE NORTHEAST WINGWALL OF A BRIDGE OVER
 KX1643'BONNIE BROOK, 25 FEET NORTHEAST OF THE CENTERLINE OF THE WEST
 KX1643'BOUND LANE OF HIGHWAY AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE
 KX1643'HIGHWAY.
 KX1643
 KX1643                          STATION RECOVERY (1983)
 KX1643
 KX1643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0166 ***********************************************************************
 KY0166  DESIGNATION -  J 322
 KY0166  PID         -  KY0166
 KY0166  STATE/COUNTY-  PA/LAWRENCE
 KY0166  USGS QUAD   -  PORTERSVILLE (1990)
 KY0166
 KY0166                         *CURRENT SURVEY CONTROL
 KY0166  ___________________________________________________________________
 KY0166* NAD 83(1986)-  40 58 12.     (N)    080 13 21.     (W)     SCALED    
 KY0166* NAVD 88     -       383.054  (meters)    1256.74   (feet)  ADJUSTED  
 KY0166  ___________________________________________________________________
 KY0166  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KY0166  DYNAMIC HT  -         382.865 (meters)    1256.12  (feet)  COMP
 KY0166  MODELED GRAV-     980,118.9   (mgal)                       NAVD 88
 KY0166
 KY0166  VERT ORDER  -  SECOND    CLASS 0
 KY0166
 KY0166.The horizontal coordinates were scaled from a topographic map and have
 KY0166.an estimated accuracy of +/- 6 seconds.
 KY0166
 KY0166.The orthometric height was determined by differential leveling
 KY0166.and adjusted by the National Geodetic Survey in June 1991..
 KY0166
 KY0166.The geoid height was determined by GEOID03.
 KY0166
 KY0166.The dynamic height is computed by dividing the NAVD 88
 KY0166.geopotential number by the normal gravity value computed on the
 KY0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0166.degrees latitude (g = 980.6199 gals.).
 KY0166
 KY0166.The modeled gravity was interpolated from observed gravity values.
 KY0166
 KY0166;                    North         East    Units  Estimated Accuracy
 KY0166;SPC PA S     -   184,650.      391,910.      MT  (+/- 180 meters Scaled)
 KY0166
 KY0166                          SUPERSEDED SURVEY CONTROL
 KY0166
 KY0166  NGVD 29 (??/??/92)  383.188  (m)         1257.18   (f) ADJ UNCH    2 0
 KY0166
 KY0166.Superseded values are not recommended for survey control.
 KY0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0166.See file dsdata.txt to determine how the superseded data were derived.
 KY0166
 KY0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF654357(NAD 83)
 KY0166_MARKER: DB = BENCH MARK DISK
 KY0166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0166_SP_SET: CULVERT
 KY0166_STAMPING: J 322 1967
 KY0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0166
 KY0166  HISTORY     - Date     Condition        Report By
 KY0166  HISTORY     - 1967     MONUMENTED       CGS
 KY0166  HISTORY     - 19980929 GOOD             USPSQD
 KY0166
 KY0166                          STATION DESCRIPTION
 KY0166
 KY0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KY0166'7.3 MI SE FROM NEW CASTLE.
 KY0166'ABOUT 7.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 422 FROM THE POST
 KY0166'OFFICE IN NEW CASTLE, SET IN THE TOP OF SOUTH HEADWALL OF A LARGE
 KY0166'ARCHED CULVERT, 30 FEET SOUTH FROM THE APPROX CENTERLINE OF
 KY0166'HIGHWAY, 1.5 FEET WEST OF EAST END OF CULVERT AND IS ABOUT
 KY0166'1 FOOT BELOW LEVEL OF HIGHWAY.
 KY0166
 KY0166                          STATION RECOVERY (1998)
 KY0166
 KY0166'RECOVERY NOTE BY US POWER SQUADRON 1998
 KY0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0665 ***********************************************************************
 KX0665  DESIGNATION -  J 322
 KX0665  PID         -  KX0665
 KX0665  STATE/COUNTY-  PA/CLEARFIELD
 KX0665  USGS QUAD   -  CURWENSVILLE (1993)
 KX0665
 KX0665                         *CURRENT SURVEY CONTROL
 KX0665  ___________________________________________________________________
 KX0665* NAD 83(1986)-  40 58 21.     (N)    078 33 12.     (W)     SCALED    
 KX0665* NAVD 88     -       376.497  (meters)    1235.22   (feet)  ADJUSTED  
 KX0665  ___________________________________________________________________
 KX0665  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KX0665  DYNAMIC HT  -         376.313 (meters)    1234.62  (feet)  COMP
 KX0665  MODELED GRAV-     980,123.7   (mgal)                       NAVD 88
 KX0665
 KX0665  VERT ORDER  -  FIRST     CLASS I
 KX0665
 KX0665.The horizontal coordinates were scaled from a topographic map and have
 KX0665.an estimated accuracy of +/- 6 seconds.
 KX0665
 KX0665.The orthometric height was determined by differential leveling
 KX0665.and adjusted by the National Geodetic Survey in June 1991..
 KX0665
 KX0665.The geoid height was determined by GEOID03.
 KX0665
 KX0665.The dynamic height is computed by dividing the NAVD 88
 KX0665.geopotential number by the normal gravity value computed on the
 KX0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0665.degrees latitude (g = 980.6199 gals.).
 KX0665
 KX0665.The modeled gravity was interpolated from observed gravity values.
 KX0665
 KX0665;                    North         East    Units  Estimated Accuracy
 KX0665;SPC PA N     -    89,800.      532,390.      MT  (+/- 180 meters Scaled)
 KX0665
 KX0665                          SUPERSEDED SURVEY CONTROL
 KX0665
 KX0665  NGVD 29 (??/??/92)  376.660  (m)         1235.76   (f) ADJ UNCH    1 1
 KX0665
 KX0665.Superseded values are not recommended for survey control.
 KX0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0665.See file dsdata.txt to determine how the superseded data were derived.
 KX0665
 KX0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF058385(NAD 83)
 KX0665_MARKER: DB = BENCH MARK DISK
 KX0665_SETTING: 66 = SET IN ROCK OUTCROP
 KX0665_SP_SET: ROCK OUTCROP
 KX0665_STAMPING: J 332 1966
 KX0665_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX0665+STABILITY: POSITION/ELEVATION WELL
 KX0665
 KX0665  HISTORY     - Date     Condition        Report By
 KX0665  HISTORY     - 1966     MONUMENTED       CGS
 KX0665
 KX0665                          STATION DESCRIPTION
 KX0665
 KX0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0665'2.4 MI SW FROM CURWENSVILLE.
 KX0665'1.95 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KX0665'STATION AT CURWENSVILLE, THENCE 0.4 MILE SOUTH ALONG U.S.
 KX0665'HIGHWAY 322, OR ABOUT 3.4 MILES EAST ALONG U.S. HIGHWAY 322
 KX0665'FROM THE POST OFFICE AT GRAMPIAN, 235 FEET NORTH OF THE CENTER
 KX0665'OF A JUNCTION OF THE HIGHWAY AND A PAVED ROAD, 203 1/2 FEET
 KX0665'NORTH OF THE NORTH END OF A CONCRETE HEAD WALL, 23 FEET WEST OF
 KX0665'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A ROCK OUTCROP
 KX0665'WHICH IS IN THE WEST BANK OF A CUT FOR THE HIGHWAY, 2.6 FEET
 KX0665'NORTH OF HIGHWAY MARKER POST NUMBER 4/45 WHICH BEARS A WITNESS
 KX0665'SHIELD, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1402 ***********************************************************************
 MA1402  DESIGNATION -  J 323
 MA1402  PID         -  MA1402
 MA1402  STATE/COUNTY-  PA/VENANGO
 MA1402  USGS QUAD   -  CRANBERRY (1977)
 MA1402
 MA1402                         *CURRENT SURVEY CONTROL
 MA1402  ___________________________________________________________________
 MA1402* NAD 83(1986)-  41 21 17.     (N)    079 43 47.     (W)     SCALED    
 MA1402* NAVD 88     -       450.346  (meters)    1477.51   (feet)  ADJUSTED  
 MA1402  ___________________________________________________________________
 MA1402  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 MA1402  DYNAMIC HT  -         450.142 (meters)    1476.84  (feet)  COMP
 MA1402  MODELED GRAV-     980,155.6   (mgal)                       NAVD 88
 MA1402
 MA1402  VERT ORDER  -  SECOND    CLASS 0
 MA1402
 MA1402.The horizontal coordinates were scaled from a topographic map and have
 MA1402.an estimated accuracy of +/- 6 seconds.
 MA1402
 MA1402.The orthometric height was determined by differential leveling
 MA1402.and adjusted by the National Geodetic Survey in June 1991..
 MA1402
 MA1402.The geoid height was determined by GEOID03.
 MA1402
 MA1402.The dynamic height is computed by dividing the NAVD 88
 MA1402.geopotential number by the normal gravity value computed on the
 MA1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1402.degrees latitude (g = 980.6199 gals.).
 MA1402
 MA1402.The modeled gravity was interpolated from observed gravity values.
 MA1402
 MA1402;                    North         East    Units  Estimated Accuracy
 MA1402;SPC PA N     -   133,830.      434,350.      MT  (+/- 180 meters Scaled)
 MA1402
 MA1402                          SUPERSEDED SURVEY CONTROL
 MA1402
 MA1402  NGVD 29 (??/??/92)  450.517  (m)         1478.07   (f) ADJ UNCH    2 0
 MA1402
 MA1402.Superseded values are not recommended for survey control.
 MA1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1402.See file dsdata.txt to determine how the superseded data were derived.
 MA1402
 MA1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF062789(NAD 83)
 MA1402_MARKER: DB = BENCH MARK DISK
 MA1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1402_STAMPING: J 323 1967
 MA1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1402+STABILITY: SURFACE MOTION
 MA1402
 MA1402  HISTORY     - Date     Condition        Report By
 MA1402  HISTORY     - 1967     MONUMENTED       CGS
 MA1402
 MA1402                          STATION DESCRIPTION
 MA1402
 MA1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MA1402'1 MI NW FROM CRANBERRY.
 MA1402'ABOUT 1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 322 FROM THE POST
 MA1402'OFFICE IN CRANBERRY, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MA1402'2-INCHES AT THE SOUTHEAST CORNER OF SUNSET HILL MEMORIAL GARDENS,
 MA1402'40 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 17 FEET WEST
 MA1402'OF THE APPROXIMATE CENTER OF A CROSSROAD, 2.0 FEET SOUTH OF A
 MA1402'POWER LINE GUYED LINE POLE, 12.6 FEET NORTH OF THE NORTHEAST
 MA1402'END OF A CONCRETE HEADWALL OF A PIPE CULVERT, AND IS ABOUT LEVEL
 MA1402'WITH THE CROSSROAD, AND IS ABOUT 2.0 FEET BELOW THE LEVEL OF
 MA1402'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0217 ***********************************************************************
 MB0217  DESIGNATION -  J 324
 MB0217  PID         -  MB0217
 MB0217  STATE/COUNTY-  PA/ERIE
 MB0217  USGS QUAD   -  EAST SPRINGFIELD (1990)
 MB0217
 MB0217                         *CURRENT SURVEY CONTROL
 MB0217  ___________________________________________________________________
 MB0217* NAD 83(1986)-  41 53 27.     (N)    080 24 05.     (W)     SCALED    
 MB0217* NAVD 88     -       258.079  (meters)     846.71   (feet)  ADJUSTED  
 MB0217  ___________________________________________________________________
 MB0217  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 MB0217  DYNAMIC HT  -         257.982 (meters)     846.40  (feet)  COMP
 MB0217  MODELED GRAV-     980,239.3   (mgal)                       NAVD 88
 MB0217
 MB0217  VERT ORDER  -  SECOND    CLASS 0
 MB0217
 MB0217.The horizontal coordinates were scaled from a topographic map and have
 MB0217.an estimated accuracy of +/- 6 seconds.
 MB0217
 MB0217.The orthometric height was determined by differential leveling
 MB0217.and adjusted by the National Geodetic Survey in June 1991..
 MB0217
 MB0217.The geoid height was determined by GEOID03.
 MB0217
 MB0217.The dynamic height is computed by dividing the NAVD 88
 MB0217.geopotential number by the normal gravity value computed on the
 MB0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0217.degrees latitude (g = 980.6199 gals.).
 MB0217
 MB0217.The modeled gravity was interpolated from observed gravity values.
 MB0217
 MB0217;                    North         East    Units  Estimated Accuracy
 MB0217;SPC PA N     -   194,850.      379,990.      MT  (+/- 180 meters Scaled)
 MB0217
 MB0217                          SUPERSEDED SURVEY CONTROL
 MB0217
 MB0217  NGVD 29 (??/??/92)  258.261  (m)          847.31   (f) ADJ UNCH    2 0
 MB0217
 MB0217.Superseded values are not recommended for survey control.
 MB0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0217.See file dsdata.txt to determine how the superseded data were derived.
 MB0217
 MB0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG496378(NAD 83)
 MB0217_MARKER: DB = BENCH MARK DISK
 MB0217_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0217_SP_SET: BRIDGE
 MB0217_STAMPING: J 324 1967
 MB0217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0217
 MB0217  HISTORY     - Date     Condition        Report By
 MB0217  HISTORY     - 1967     MONUMENTED       CGS
 MB0217
 MB0217                          STATION DESCRIPTION
 MB0217
 MB0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MB0217'2 MI W FROM ALBION.
 MB0217'ABOUT 1.95 MILES WEST ALONG U.S. HIGHWAY 6N FROM THE POST
 MB0217'OFFICE IN ALBION, SET IN THE TOP OF THE SOUTHWEST WINGWALL OF A
 MB0217'METAL SPAN BRIDGE OVER CONNEAUT CREEK, 15 FEET SOUTH OF THE
 MB0217'CENTERLINE OF THE HIGHWAY AND IS ABOUT 1 FOOT BELOW THE LEVEL OF
 MB0217'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1846 ***********************************************************************
 KV1846  DESIGNATION -  J 325
 KV1846  PID         -  KV1846
 KV1846  STATE/COUNTY-  PA/MONTGOMERY
 KV1846  USGS QUAD   -  NORRISTOWN (1992)
 KV1846
 KV1846                         *CURRENT SURVEY CONTROL
 KV1846  ___________________________________________________________________
 KV1846* NAD 83(1986)-  40 06 33.     (N)    075 20 03.     (W)     SCALED    
 KV1846* NAVD 88     -        20.728  (meters)      68.01   (feet)  ADJUSTED  
 KV1846  ___________________________________________________________________
 KV1846  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 KV1846  DYNAMIC HT  -          20.718 (meters)      67.97  (feet)  COMP
 KV1846  MODELED GRAV-     980,155.8   (mgal)                       NAVD 88
 KV1846
 KV1846  VERT ORDER  -  FIRST     CLASS I
 KV1846
 KV1846.The horizontal coordinates were scaled from a topographic map and have
 KV1846.an estimated accuracy of +/- 6 seconds.
 KV1846
 KV1846.The orthometric height was determined by differential leveling
 KV1846.and adjusted by the National Geodetic Survey in June 1991..
 KV1846
 KV1846.The geoid height was determined by GEOID03.
 KV1846
 KV1846.The dynamic height is computed by dividing the NAVD 88
 KV1846.geopotential number by the normal gravity value computed on the
 KV1846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1846.degrees latitude (g = 980.6199 gals.).
 KV1846
 KV1846.The modeled gravity was interpolated from observed gravity values.
 KV1846
 KV1846;                    North         East    Units  Estimated Accuracy
 KV1846;SPC PA S     -    88,960.      805,940.      MT  (+/- 180 meters Scaled)
 KV1846
 KV1846                          SUPERSEDED SURVEY CONTROL
 KV1846
 KV1846  NGVD 29 (??/??/??)   21.038  (m)           69.02   (f) ADJUSTED    1 1
 KV1846
 KV1846.Superseded values are not recommended for survey control.
 KV1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1846.See file dsdata.txt to determine how the superseded data were derived.
 KV1846
 KV1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK715399(NAD 83)
 KV1846_MARKER: DB = BENCH MARK DISK
 KV1846_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1846_SP_SET: ELECTRICAL BOX
 KV1846_STAMPING: J 325 1966
 KV1846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1846+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2006
 KV1846
 KV1846  HISTORY     - Date     Condition        Report By
 KV1846  HISTORY     - 1966     MONUMENTED       CGS
 KV1846  HISTORY     - 1988     GOOD             USPSQD
 KV1846  HISTORY     - 20050531 GOOD             USPSQD
 KV1846  HISTORY     - 20060809 GOOD             PADT
 KV1846
 KV1846                          STATION DESCRIPTION
 KV1846
 KV1846'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV1846'0.6 MI SE FROM NORRISTOWN.
 KV1846'0.6 MILE SOUTHEAST ALONG THE READING COMPANY RAILROAD FROM THE
 KV1846'STATION AT NORRISTOWN, AT THE CROSSING OF THE RAILROAD AND
 KV1846'FORD STREET, 22 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 KV1846'NORTHEAST SET OF MAIN LINE TRACKS, SET IN THE TOP OF THE WEST
 KV1846'CORNER OF A CONCRETE ELECTRICAL SERVICE BOX, 9 FEET NORTHEAST
 KV1846'OF THE NORTHEAST RAIL OF SIDETRACK, 54 FEET NORTHWEST OF
 KV1846'THE CENTER LINE OF FORD STREET, 9.5 FEET SOUTHEAST OF CATENARY
 KV1846'POLE NUMBER 16/17 WHICH BEARS SIGNAL LIGHT NUMBER 229, ABOUT
 KV1846'LEVEL WITH THE TRACK.
 KV1846
 KV1846                          STATION RECOVERY (1988)
 KV1846
 KV1846'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDC)
 KV1846'RECOVERED IN GOOD CONDITION.
 KV1846
 KV1846                          STATION RECOVERY (2005)
 KV1846
 KV1846'RECOVERY NOTE BY US POWER SQUADRON 2005 (WEA)
 KV1846'RECOVERED IN GOOD CONDITION.
 KV1846
 KV1846                          STATION RECOVERY (2006)
 KV1846
 KV1846'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (LJM)
 KV1846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2238 ***********************************************************************
 KV2238  DESIGNATION -  J 326
 KV2238  PID         -  KV2238
 KV2238  STATE/COUNTY-  PA/BERKS
 KV2238  USGS QUAD   -  POTTSTOWN (1980)
 KV2238
 KV2238                         *CURRENT SURVEY CONTROL
 KV2238  ___________________________________________________________________
 KV2238* NAD 83(1986)-  40 14 53.     (N)    075 42 02.     (W)     SCALED    
 KV2238* NAVD 88     -        48.591  (meters)     159.42   (feet)  ADJUSTED  
 KV2238  ___________________________________________________________________
 KV2238  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 KV2238  DYNAMIC HT  -          48.566 (meters)     159.34  (feet)  COMP
 KV2238  MODELED GRAV-     980,110.3   (mgal)                       NAVD 88
 KV2238
 KV2238  VERT ORDER  -  FIRST     CLASS I
 KV2238
 KV2238.The horizontal coordinates were scaled from a topographic map and have
 KV2238.an estimated accuracy of +/- 6 seconds.
 KV2238
 KV2238.The orthometric height was determined by differential leveling
 KV2238.and adjusted by the National Geodetic Survey in June 1991..
 KV2238
 KV2238.The geoid height was determined by GEOID03.
 KV2238
 KV2238.The dynamic height is computed by dividing the NAVD 88
 KV2238.geopotential number by the normal gravity value computed on the
 KV2238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2238.degrees latitude (g = 980.6199 gals.).
 KV2238
 KV2238.The modeled gravity was interpolated from observed gravity values.
 KV2238
 KV2238;                    North         East    Units  Estimated Accuracy
 KV2238;SPC PA S     -   103,590.      774,350.      MT  (+/- 180 meters Scaled)
 KV2238
 KV2238                          SUPERSEDED SURVEY CONTROL
 KV2238
 KV2238  NGVD 29 (??/??/??)   48.863  (m)          160.31   (f) ADJUSTED    1 1
 KV2238
 KV2238.Superseded values are not recommended for survey control.
 KV2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2238.See file dsdata.txt to determine how the superseded data were derived.
 KV2238
 KV2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK404555(NAD 83)
 KV2238_MARKER: DB = BENCH MARK DISK
 KV2238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2238_SP_SET: CULVERT
 KV2238_STAMPING: J 326 1966
 KV2238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2238+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2003
 KV2238
 KV2238  HISTORY     - Date     Condition        Report By
 KV2238  HISTORY     - 1966     MONUMENTED       CGS
 KV2238  HISTORY     - 1990     GOOD             USPSQD
 KV2238  HISTORY     - 20030313 GOOD             USPSQD
 KV2238
 KV2238                          STATION DESCRIPTION
 KV2238
 KV2238'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2238'2.7 MI W FROM POTTSTOWN.
 KV2238'ABOUT 2.7 MILES WEST ALONG THE READING COMPANY RAILROAD FROM THE
 KV2238'STATION AT POTTSTOWN, OR ABOUT 1.6 MILES EAST ALONG THE READING
 KV2238'COMPANY RAILROAD FROM THE STATION AT DOUGLASSVILLE, ABOUT 0.25
 KV2238'MILE EAST OF A CROSSING OF THE RAILROAD AND A ROAD, 132 FEET
 KV2238'WEST OF FRACTIONAL MILEPOST 43/10, 31 FEET NORTH OF THE NORTH
 KV2238'RAIL OF THE NORTH SET OF MAIN LINE TRACKS, SET IN THE TOP OF
 KV2238'THE WEST END OF THE NORTH CONCRTE HEADWALL OF A LARGE CULVERT,
 KV2238'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 KV2238
 KV2238                          STATION RECOVERY (1990)
 KV2238
 KV2238'RECOVERY NOTE BY US POWER SQUADRON 1990 (JDC)
 KV2238'RECOVERED IN GOOD CONDITION.
 KV2238
 KV2238                          STATION RECOVERY (2003)
 KV2238
 KV2238'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEQ)
 KV2238'MILEPOSTS 43/1 AND 43/2 IDENTIFY THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0434 ***********************************************************************
 KW0434  DESIGNATION -  J 327
 KW0434  PID         -  KW0434
 KW0434  STATE/COUNTY-  PA/BERKS
 KW0434  USGS QUAD   -  SINKING SPRING (1987)
 KW0434
 KW0434                         *CURRENT SURVEY CONTROL
 KW0434  ___________________________________________________________________
 KW0434* NAD 83(1986)-  40 19 29.     (N)    076 00 21.     (W)     SCALED    
 KW0434* NAVD 88     -       108.977  (meters)     357.54   (feet)  ADJUSTED  
 KW0434  ___________________________________________________________________
 KW0434  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 KW0434  DYNAMIC HT  -         108.921 (meters)     357.35  (feet)  COMP
 KW0434  MODELED GRAV-     980,110.6   (mgal)                       NAVD 88
 KW0434
 KW0434  VERT ORDER  -  FIRST     CLASS I
 KW0434
 KW0434.The horizontal coordinates were scaled from a topographic map and have
 KW0434.an estimated accuracy of +/- 6 seconds.
 KW0434
 KW0434.The orthometric height was determined by differential leveling
 KW0434.and adjusted by the National Geodetic Survey in June 1991..
 KW0434
 KW0434.The geoid height was determined by GEOID03.
 KW0434
 KW0434.The dynamic height is computed by dividing the NAVD 88
 KW0434.geopotential number by the normal gravity value computed on the
 KW0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0434.degrees latitude (g = 980.6199 gals.).
 KW0434
 KW0434.The modeled gravity was interpolated from observed gravity values.
 KW0434
 KW0434;                    North         East    Units  Estimated Accuracy
 KW0434;SPC PA S     -   111,540.      748,220.      MT  (+/- 180 meters Scaled)
 KW0434
 KW0434                          SUPERSEDED SURVEY CONTROL
 KW0434
 KW0434  NGVD 29 (??/??/??)  109.208  (m)          358.29   (f) ADJUSTED    1 1
 KW0434
 KW0434.Superseded values are not recommended for survey control.
 KW0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0434.See file dsdata.txt to determine how the superseded data were derived.
 KW0434
 KW0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK145642(NAD 83)
 KW0434_MARKER: DB = BENCH MARK DISK
 KW0434_SETTING: 66 = SET IN ROCK OUTCROP
 KW0434_SP_SET: ROCK OUTCROP
 KW0434_STAMPING: J 327 1966
 KW0434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW0434+STABILITY: POSITION/ELEVATION WELL
 KW0434
 KW0434  HISTORY     - Date     Condition        Report By
 KW0434  HISTORY     - 1966     MONUMENTED       CGS
 KW0434  HISTORY     - 20010331 GOOD             NGS
 KW0434  HISTORY     - 20020209 GOOD             USPSQD
 KW0434
 KW0434                          STATION DESCRIPTION
 KW0434
 KW0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0434'1.3 MI E FROM SINKING SPRING.
 KW0434'ABOUT 1.3 MILES EAST ALONG THE READING COMPANY RAILROAD FROM THE
 KW0434'STATION AT SINKING SPRING, OR ABOUT 4.5 MILES WEST ALONG THE
 KW0434'READING COMPANY RAILROAD FROM THE NORTH STATION AT READING,
 KW0434'0.1 MILE WEST OF THE DWIGHT STREET OVERPASS, SET IN A LEDGE ON A
 KW0434'SLOPING ROCK OUTCROP ON THE NORTH BANK AND NEAR THE WEST END OF
 KW0434'A CUT, 3 1/2 POLES EAST OF FRACTIONAL MILEPOST 4/40, 9 1/2 FEET
 KW0434'NORTH OF THE NORTH RAIL OF THE NORTH SET OF TRACKS, AND ABOUT
 KW0434'2 FEET ABOVE THE LEVEL OF THE TRACK.
 KW0434
 KW0434                          STATION RECOVERY (2001)
 KW0434
 KW0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KW0434'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KW0434
 KW0434                          STATION RECOVERY (2002)
 KW0434
 KW0434'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW0434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1722 ***********************************************************************
 KW1722  DESIGNATION -  J 328
 KW1722  PID         -  KW1722
 KW1722  STATE/COUNTY-  PA/JUNIATA
 KW1722  USGS QUAD   -  MIFFLINTOWN (1978)
 KW1722
 KW1722                         *CURRENT SURVEY CONTROL
 KW1722  ___________________________________________________________________
 KW1722* NAD 83(1986)-  40 34 32.     (N)    077 24 22.     (W)     SCALED    
 KW1722* NAVD 88     -       136.904  (meters)     449.16   (feet)  ADJUSTED  
 KW1722  ___________________________________________________________________
 KW1722  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KW1722  DYNAMIC HT  -         136.839 (meters)     448.95  (feet)  COMP
 KW1722  MODELED GRAV-     980,154.5   (mgal)                       NAVD 88
 KW1722
 KW1722  VERT ORDER  -  FIRST     CLASS I
 KW1722
 KW1722.The horizontal coordinates were scaled from a topographic map and have
 KW1722.an estimated accuracy of +/- 6 seconds.
 KW1722
 KW1722.The orthometric height was determined by differential leveling
 KW1722.and adjusted by the National Geodetic Survey in June 1991..
 KW1722
 KW1722.The geoid height was determined by GEOID03.
 KW1722
 KW1722.The dynamic height is computed by dividing the NAVD 88
 KW1722.geopotential number by the normal gravity value computed on the
 KW1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1722.degrees latitude (g = 980.6199 gals.).
 KW1722
 KW1722.The modeled gravity was interpolated from observed gravity values.
 KW1722
 KW1722;                    North         East    Units  Estimated Accuracy
 KW1722;SPC PA S     -   137,990.      629,120.      MT  (+/- 180 meters Scaled)
 KW1722
 KW1722                          SUPERSEDED SURVEY CONTROL
 KW1722
 KW1722  NGVD 29 (??/??/??)  137.114  (m)          449.85   (f) ADJUSTED    1 1
 KW1722
 KW1722.Superseded values are not recommended for survey control.
 KW1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1722.See file dsdata.txt to determine how the superseded data were derived.
 KW1722
 KW1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK963944(NAD 83)
 KW1722_MARKER: DB = BENCH MARK DISK
 KW1722_SETTING: 66 = SET IN ROCK OUTCROP
 KW1722_SP_SET: ROCK LEDGE
 KW1722_STAMPING: J 328 1966
 KW1722_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW1722+STABILITY: POSITION/ELEVATION WELL
 KW1722
 KW1722  HISTORY     - Date     Condition        Report By
 KW1722  HISTORY     - 1966     MONUMENTED       CGS
 KW1722
 KW1722                          STATION DESCRIPTION
 KW1722
 KW1722'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1722'0.4 MI N FROM MIFFLIN.
 KW1722'0.35 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KW1722'AT MIFFLIN, NEAR THE NORTH END OF A SMALL CUT THROUGH ROCK FOR
 KW1722'THE RAILROAD, 7 FEET WEST OF THE WEST RAIL OF THE WEST SET OF
 KW1722'TRACKS, SET IN THE TOP OF A ROCK LEDGE AT THE FOOT OF A ROCK WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0088 ***********************************************************************
 MA0088  DESIGNATION -  J 33
 MA0088  PID         -  MA0088
 MA0088  STATE/COUNTY-  PA/POTTER
 MA0088  USGS QUAD   -  COUDERSPORT (1983)
 MA0088
 MA0088                         *CURRENT SURVEY CONTROL
 MA0088  ___________________________________________________________________
 MA0088* NAD 83(1986)-  41 46 11.     (N)    078 01 29.     (W)     SCALED    
 MA0088* NAVD 88     -       501.787  (meters)    1646.28   (feet)  ADJUSTED  
 MA0088  ___________________________________________________________________
 MA0088  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 MA0088  DYNAMIC HT  -         501.577 (meters)    1645.59  (feet)  COMP
 MA0088  MODELED GRAV-     980,187.8   (mgal)                       NAVD 88
 MA0088
 MA0088  VERT ORDER  -  SECOND    CLASS 0
 MA0088
 MA0088.The horizontal coordinates were scaled from a topographic map and have
 MA0088.an estimated accuracy of +/- 6 seconds.
 MA0088
 MA0088.The orthometric height was determined by differential leveling
 MA0088.and adjusted by the National Geodetic Survey in June 1991..
 MA0088
 MA0088.The geoid height was determined by GEOID03.
 MA0088
 MA0088.The dynamic height is computed by dividing the NAVD 88
 MA0088.geopotential number by the normal gravity value computed on the
 MA0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0088.degrees latitude (g = 980.6199 gals.).
 MA0088
 MA0088.The modeled gravity was interpolated from observed gravity values.
 MA0088
 MA0088;                    North         East    Units  Estimated Accuracy
 MA0088;SPC PA N     -   178,060.      577,160.      MT  (+/- 180 meters Scaled)
 MA0088
 MA0088                          SUPERSEDED SURVEY CONTROL
 MA0088
 MA0088  NGVD 29 (??/??/92)  501.918  (m)         1646.71   (f) ADJ UNCH    2 0
 MA0088
 MA0088.Superseded values are not recommended for survey control.
 MA0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0088.See file dsdata.txt to determine how the superseded data were derived.
 MA0088
 MA0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG473284(NAD 83)
 MA0088_MARKER: DB = BENCH MARK DISK
 MA0088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0088_SP_SET: ABUTMENT
 MA0088_STAMPING: J 33 1934
 MA0088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0088
 MA0088  HISTORY     - Date     Condition        Report By
 MA0088  HISTORY     - 1934     MONUMENTED       CGS
 MA0088  HISTORY     - 1968     GOOD             NGS
 MA0088  HISTORY     - 20020629 MARK NOT FOUND   INDIV
 MA0088
 MA0088                          STATION DESCRIPTION
 MA0088
 MA0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MA0088'AT COUDERSPORT.
 MA0088'AT THE SOUTHWEST PORTION OF COUDERSPORT, POTTER COUNTY, ON U.S.
 MA0088'HIGHWAY 6, AT A 70-FOOT STEEL AND CONCRETE BRIDGE, IN THE TOP OF
 MA0088'THE NORTH END OF THE EAST ABUTMENT, 18 FEET NORTH OF THE CENTER
 MA0088'LINE OF THE FINISHED HIGHWAY GRADE, AND LEVEL WITH THE CENTER
 MA0088'LINE OF THE FINISHED GRADE.  A STANDARD DISK, STAMPED J 33 1934.
 MA0088
 MA0088                          STATION RECOVERY (2002)
 MA0088
 MA0088'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (TBS)
 MA0088'NEW CONCRETE HAS BEEN PLACED ON THE ABUTMENTS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0879 ***********************************************************************
 KW0879  DESIGNATION -  J 330
 KW0879  PID         -  KW0879
 KW0879  STATE/COUNTY-  PA/PERRY
 KW0879  USGS QUAD   -  HARRISBURG WEST (1987)
 KW0879
 KW0879                         *CURRENT SURVEY CONTROL
 KW0879  ___________________________________________________________________
 KW0879* NAD 83(1986)-  40 20 57.     (N)    076 55 55.     (W)     SCALED    
 KW0879* NAVD 88     -       112.096  (meters)     367.77   (feet)  ADJUSTED  
 KW0879  ___________________________________________________________________
 KW0879  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 KW0879  DYNAMIC HT  -         112.041 (meters)     367.59  (feet)  COMP
 KW0879  MODELED GRAV-     980,131.6   (mgal)                       NAVD 88
 KW0879
 KW0879  VERT ORDER  -  FIRST     CLASS I
 KW0879
 KW0879.The horizontal coordinates were scaled from a topographic map and have
 KW0879.an estimated accuracy of +/- 6 seconds.
 KW0879
 KW0879.The orthometric height was determined by differential leveling
 KW0879.and adjusted by the National Geodetic Survey in June 1991..
 KW0879
 KW0879.The geoid height was determined by GEOID03.
 KW0879
 KW0879.The dynamic height is computed by dividing the NAVD 88
 KW0879.geopotential number by the normal gravity value computed on the
 KW0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0879.degrees latitude (g = 980.6199 gals.).
 KW0879
 KW0879.The modeled gravity was interpolated from observed gravity values.
 KW0879
 KW0879;                    North         East    Units  Estimated Accuracy
 KW0879;SPC PA S     -   113,120.      669,500.      MT  (+/- 180 meters Scaled)
 KW0879
 KW0879                          SUPERSEDED SURVEY CONTROL
 KW0879
 KW0879  NGVD 29 (??/??/??)  112.314  (m)          368.48   (f) ADJUSTED    1 1
 KW0879
 KW0879.Superseded values are not recommended for survey control.
 KW0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0879.See file dsdata.txt to determine how the superseded data were derived.
 KW0879
 KW0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK359683(NAD 83)
 KW0879_MARKER: DB = BENCH MARK DISK
 KW0879_SETTING: 66 = SET IN ROCK OUTCROP
 KW0879_SP_SET: ROCK OUTCROP
 KW0879_STAMPING: J 330 1966
 KW0879_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW0879+STABILITY: POSITION/ELEVATION WELL
 KW0879
 KW0879  HISTORY     - Date     Condition        Report By
 KW0879  HISTORY     - 1966     MONUMENTED       CGS
 KW0879
 KW0879                          STATION DESCRIPTION
 KW0879
 KW0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0879'7.4 MI SE FROM DUNCANNON.
 KW0879'ABOUT 7.35 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW0879'THE ABANDONED STATION AT DUNCANNON, OR ABOUT 7.3 MILES NORTH
 KW0879'ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION AT HARRISBURG,
 KW0879'ABOUT 0.45 MILE NORTH OF THE FORMER PENNSYLVANIA RAILROAD STATION
 KW0879'AT MARYSVILLE WHICH IS NOW USED AS A COMMERICAL BUILDING, SET
 KW0879'IN THE TOP OF A ROCK OUTCROP AT THE FOOT OF THE WEST BANK OF A CUT
 KW0879'FOR THE RAILROAD, EAST OF THE CHEVROLET COMPANY BUILDING ALONG
 KW0879'U.S. HIGHWAYS 11 AND 15, 102 FEET SOUTH OF A TELEPHONE POLE
 KW0879'AND IN LINE WITH A ROW OF TELEPHONE POLES, 15 1/2 FEET WEST OF
 KW0879'THE WEST RAIL OF THE MOST WESTERLY TRACK, AND ABOUT 5 1/2 FEET
 KW0879'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1714 ***********************************************************************
 KW1714  DESIGNATION -  J 331
 KW1714  PID         -  KW1714
 KW1714  STATE/COUNTY-  PA/JUNIATA
 KW1714  USGS QUAD   -  MIFFLINTOWN (1978)
 KW1714
 KW1714                         *CURRENT SURVEY CONTROL
 KW1714  ___________________________________________________________________
 KW1714* NAD 83(1986)-  40 31 53.     (N)    077 22 54.     (W)     SCALED    
 KW1714* NAVD 88     -       135.526  (meters)     444.64   (feet)  ADJUSTED  
 KW1714  ___________________________________________________________________
 KW1714  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KW1714  DYNAMIC HT  -         135.462 (meters)     444.43  (feet)  COMP
 KW1714  MODELED GRAV-     980,150.9   (mgal)                       NAVD 88
 KW1714
 KW1714  VERT ORDER  -  FIRST     CLASS I
 KW1714
 KW1714.The horizontal coordinates were scaled from a topographic map and have
 KW1714.an estimated accuracy of +/- 6 seconds.
 KW1714
 KW1714.The orthometric height was determined by differential leveling
 KW1714.and adjusted by the National Geodetic Survey in June 1991..
 KW1714
 KW1714.The geoid height was determined by GEOID03.
 KW1714
 KW1714.The dynamic height is computed by dividing the NAVD 88
 KW1714.geopotential number by the normal gravity value computed on the
 KW1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1714.degrees latitude (g = 980.6199 gals.).
 KW1714
 KW1714.The modeled gravity was interpolated from observed gravity values.
 KW1714
 KW1714;                    North         East    Units  Estimated Accuracy
 KW1714;SPC PA S     -   133,090.      631,210.      MT  (+/- 180 meters Scaled)
 KW1714
 KW1714                          SUPERSEDED SURVEY CONTROL
 KW1714
 KW1714  NGVD 29 (??/??/??)  135.738  (m)          445.33   (f) ADJUSTED    1 1
 KW1714
 KW1714.Superseded values are not recommended for survey control.
 KW1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1714.See file dsdata.txt to determine how the superseded data were derived.
 KW1714
 KW1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK982894(NAD 83)
 KW1714_MARKER: DB = BENCH MARK DISK
 KW1714_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1714_SP_SET: BRIDGE
 KW1714_STAMPING: J 331 1966
 KW1714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1714
 KW1714  HISTORY     - Date     Condition        Report By
 KW1714  HISTORY     - 1966     MONUMENTED       CGS
 KW1714
 KW1714                          STATION DESCRIPTION
 KW1714
 KW1714'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1714'0.3 MI SE FROM PORT ROYAL.
 KW1714'0.3 MILE SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1714'STATE HIGHWAY 75 OVERPASS FOR THE RAILROAD AT PORT ROYAL, 0.25
 KW1714'MILE EAST OF MILEPOST 151, 8 FEET SOUTHWEST OF THE SOUTHWEST
 KW1714'RAIL OF THE SOUTHWEST TRACK, SET IN THE TOP OF THE SOUTHEAST END
 KW1714'OF THE SOUTHWEST CONCRETE HEAD WALL OF THE BRIDGE OVER TUSCARORA
 KW1714'CREEK, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2289 ***********************************************************************
 KW2289  DESIGNATION -  J 333
 KW2289  PID         -  KW2289
 KW2289  STATE/COUNTY-  PA/MIFFLIN
 KW2289  USGS QUAD   -  BELLEVILLE (1973)
 KW2289
 KW2289                         *CURRENT SURVEY CONTROL
 KW2289  ___________________________________________________________________
 KW2289* NAD 83(1986)-  40 32 40.     (N)    077 38 42.     (W)     SCALED    
 KW2289* NAVD 88     -       147.564  (meters)     484.13   (feet)  ADJUSTED  
 KW2289  ___________________________________________________________________
 KW2289  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KW2289  DYNAMIC HT  -         147.492 (meters)     483.90  (feet)  COMP
 KW2289  MODELED GRAV-     980,129.9   (mgal)                       NAVD 88
 KW2289
 KW2289  VERT ORDER  -  FIRST     CLASS I
 KW2289
 KW2289.The horizontal coordinates were scaled from a topographic map and have
 KW2289.an estimated accuracy of +/- 6 seconds.
 KW2289
 KW2289.The orthometric height was determined by differential leveling
 KW2289.and adjusted by the National Geodetic Survey in June 1991..
 KW2289
 KW2289.The geoid height was determined by GEOID03.
 KW2289
 KW2289.The dynamic height is computed by dividing the NAVD 88
 KW2289.geopotential number by the normal gravity value computed on the
 KW2289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2289.degrees latitude (g = 980.6199 gals.).
 KW2289
 KW2289.The modeled gravity was interpolated from observed gravity values.
 KW2289
 KW2289;                    North         East    Units  Estimated Accuracy
 KW2289;SPC PA S     -   134,480.      608,890.      MT  (+/- 180 meters Scaled)
 KW2289
 KW2289                          SUPERSEDED SURVEY CONTROL
 KW2289
 KW2289  NGVD 29 (??/??/??)  147.763  (m)          484.79   (f) ADJUSTED    1 1
 KW2289
 KW2289.Superseded values are not recommended for survey control.
 KW2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2289.See file dsdata.txt to determine how the superseded data were derived.
 KW2289
 KW2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK760915(NAD 83)
 KW2289_MARKER: DB = BENCH MARK DISK
 KW2289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2289_STAMPING: J 333 1966
 KW2289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2289+STABILITY: SURFACE MOTION
 KW2289
 KW2289  HISTORY     - Date     Condition        Report By
 KW2289  HISTORY     - 1966     MONUMENTED       CGS
 KW2289
 KW2289                          STATION DESCRIPTION
 KW2289
 KW2289'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2289'5.6 MI S FROM LEWISTOWN.
 KW2289'ABOUT 5.1 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW2289'THE STATION AT LEWISTOWN, THENCE 0.25 MILE NORTH ALONG A PAVED
 KW2289'ROAD, THENCE 0.25 MILE WEST ALONG THE ACCESS ROAD TO THE CARGILL
 KW2289'AIRPORT, 100 YARDS NORTHEAST OF THE AIRPORT OFFICE BUILDING, 2.5
 KW2289'FEET WEST OF THE SOUTHWEST CORNER OF THE MOST EASTERLY OF THREE
 KW2289'HANGARS, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH
 KW2289'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0118 ***********************************************************************
 KX0118  DESIGNATION -  J 334
 KX0118  PID         -  KX0118
 KX0118  STATE/COUNTY-  PA/CENTRE
 KX0118  USGS QUAD   -  SANDY RIDGE (1994)
 KX0118
 KX0118                         *CURRENT SURVEY CONTROL
 KX0118  ___________________________________________________________________
 KX0118* NAD 83(1986)-  40 49 24.     (N)    078 14 14.     (W)     SCALED    
 KX0118* NAVD 88     -       548.809  (meters)    1800.55   (feet)  ADJUSTED  
 KX0118  ___________________________________________________________________
 KX0118  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KX0118  DYNAMIC HT  -         548.520 (meters)    1799.60  (feet)  COMP
 KX0118  MODELED GRAV-     980,079.3   (mgal)                       NAVD 88
 KX0118
 KX0118  VERT ORDER  -  FIRST     CLASS I
 KX0118
 KX0118.The horizontal coordinates were scaled from a topographic map and have
 KX0118.an estimated accuracy of +/- 6 seconds.
 KX0118
 KX0118.The orthometric height was determined by differential leveling
 KX0118.and adjusted by the National Geodetic Survey in June 1991..
 KX0118
 KX0118.The geoid height was determined by GEOID03.
 KX0118
 KX0118.The dynamic height is computed by dividing the NAVD 88
 KX0118.geopotential number by the normal gravity value computed on the
 KX0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0118.degrees latitude (g = 980.6199 gals.).
 KX0118
 KX0118.The modeled gravity was interpolated from observed gravity values.
 KX0118
 KX0118;                    North         East    Units  Estimated Accuracy
 KX0118;SPC PA N     -    73,040.      558,900.      MT  (+/- 180 meters Scaled)
 KX0118
 KX0118                          SUPERSEDED SURVEY CONTROL
 KX0118
 KX0118  NGVD 29 (??/??/92)  548.958  (m)         1801.04   (f) ADJ UNCH    1 1
 KX0118
 KX0118.Superseded values are not recommended for survey control.
 KX0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0118.See file dsdata.txt to determine how the superseded data were derived.
 KX0118
 KX0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF329228(NAD 83)
 KX0118_MARKER: DB = BENCH MARK DISK
 KX0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0118_STAMPING: J 334 1966
 KX0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0118+STABILITY: SURFACE MOTION
 KX0118
 KX0118  HISTORY     - Date     Condition        Report By
 KX0118  HISTORY     - 1966     MONUMENTED       CGS
 KX0118
 KX0118                          STATION DESCRIPTION
 KX0118
 KX0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0118'2.8 MI SE FROM OSCEOLA MILLS.
 KX0118'ABOUT 2.8 MILES SOUTHEAST ALONG THE CLEARFIELD BRANCH OF THE
 KX0118'PENNSYLVANIA RAILROAD FROM THE FREIGHT STATION AT OSCEOLA MILLS,
 KX0118'0.5 MILE SOUTHEAST OF THE CROSSING OF THE RAILROAD AND A ROAD,
 KX0118'118 FEET NORTHWEST OF MILEPOST NUMBER 16, 48 FEET NORTHEAST OF
 KX0118'THE NORTHEAST RAIL OF THE NORTHEAST SET OF TRACKS, 27 FEET
 KX0118'NORTHWEST OF THE FIRST TELEPHONE POLE NORTHWEST OF MILEPOST
 KX0118'NUMBER 16, 2.0 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 KX0118'2 FEET ABOVE THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A
 KX0118'CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0353 ***********************************************************************
 MA0353  DESIGNATION -  J 335
 MA0353  PID         -  MA0353
 MA0353  STATE/COUNTY-  PA/CLEARFIELD
 MA0353  USGS QUAD   -  LUTHERSBURG (1986)
 MA0353
 MA0353                         *CURRENT SURVEY CONTROL
 MA0353  ___________________________________________________________________
 MA0353* NAD 83(1986)-  41 04 14.     (N)    078 43 37.     (W)     SCALED    
 MA0353* NAVD 88     -       490.105  (meters)    1607.95   (feet)  ADJUSTED  
 MA0353  ___________________________________________________________________
 MA0353  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 MA0353  DYNAMIC HT  -         489.866 (meters)    1607.17  (feet)  COMP
 MA0353  MODELED GRAV-     980,120.4   (mgal)                       NAVD 88
 MA0353
 MA0353  VERT ORDER  -  FIRST     CLASS I
 MA0353
 MA0353.The horizontal coordinates were scaled from a topographic map and have
 MA0353.an estimated accuracy of +/- 6 seconds.
 MA0353
 MA0353.The orthometric height was determined by differential leveling
 MA0353.and adjusted by the National Geodetic Survey in June 1991..
 MA0353
 MA0353.The geoid height was determined by GEOID03.
 MA0353
 MA0353.The dynamic height is computed by dividing the NAVD 88
 MA0353.geopotential number by the normal gravity value computed on the
 MA0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0353.degrees latitude (g = 980.6199 gals.).
 MA0353
 MA0353.The modeled gravity was interpolated from observed gravity values.
 MA0353
 MA0353;                    North         East    Units  Estimated Accuracy
 MA0353;SPC PA N     -   100,840.      517,900.      MT  (+/- 180 meters Scaled)
 MA0353
 MA0353                          SUPERSEDED SURVEY CONTROL
 MA0353
 MA0353  NGVD 29 (??/??/92)  490.258  (m)         1608.45   (f) ADJ UNCH    1 1
 MA0353
 MA0353.Superseded values are not recommended for survey control.
 MA0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0353.See file dsdata.txt to determine how the superseded data were derived.
 MA0353
 MA0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF909490(NAD 83)
 MA0353_MARKER: DB = BENCH MARK DISK
 MA0353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0353_SP_SET: CONCRETE FILLED TILE
 MA0353_STAMPING: J 335 1966
 MA0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0353
 MA0353  HISTORY     - Date     Condition        Report By
 MA0353  HISTORY     - 1966     MONUMENTED       CGS
 MA0353  HISTORY     - 1967     GOOD             NGS
 MA0353
 MA0353                          STATION DESCRIPTION
 MA0353
 MA0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0353'5 MI SE FROM DU BOIS.
 MA0353'ABOUT 5.0 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0353'FROM THE UNION BANKING AND TRUST COMPANY BUILDING WHICH WAS
 MA0353'FORMERLY THE BALTIMORE AND OHIO RAILROAD STATION AT DU BOIS, 400
 MA0353'FEET SOUTH AND ACROSS THE TRACKS FROM A PIT, 5 RAILS EAST OF THE
 MA0353'EAST END OF A CUT FOR THE RAILROAD, 94 FEET SOUTHEAST AND ACROSS
 MA0353'THE TRACKS FROM MILEPOST 2, 27 FEET SOUTH OF THE SOUTH RAIL
 MA0353'OF THE TRACKS, SET IN THE TOP OF A CONCRETE FILLED 5-INCH TILE
 MA0353'WHICH PROJECTS 14 INCHES, 1.8 FEET WEST OF A METAL WITNESS POST
 MA0353'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0641 ***********************************************************************
 MA0641  DESIGNATION -  J 336
 MA0641  PID         -  MA0641
 MA0641  STATE/COUNTY-  PA/MCKEAN
 MA0641  USGS QUAD   -  BRADFORD (1983)
 MA0641
 MA0641                         *CURRENT SURVEY CONTROL
 MA0641  ___________________________________________________________________
 MA0641* NAD 83(1986)-  41 54 49.     (N)    078 38 43.     (W)     SCALED    
 MA0641* NAVD 88     -       452.819  (meters)    1485.62   (feet)  ADJUSTED  
 MA0641  ___________________________________________________________________
 MA0641  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 MA0641  DYNAMIC HT  -         452.632 (meters)    1485.01  (feet)  COMP
 MA0641  MODELED GRAV-     980,196.1   (mgal)                       NAVD 88
 MA0641
 MA0641  VERT ORDER  -  FIRST     CLASS I
 MA0641
 MA0641.The horizontal coordinates were scaled from a topographic map and have
 MA0641.an estimated accuracy of +/- 6 seconds.
 MA0641
 MA0641.The orthometric height was determined by differential leveling
 MA0641.and adjusted by the National Geodetic Survey in June 1991..
 MA0641
 MA0641.The geoid height was determined by GEOID03.
 MA0641
 MA0641.The dynamic height is computed by dividing the NAVD 88
 MA0641.geopotential number by the normal gravity value computed on the
 MA0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0641.degrees latitude (g = 980.6199 gals.).
 MA0641
 MA0641.The modeled gravity was interpolated from observed gravity values.
 MA0641
 MA0641;                    North         East    Units  Estimated Accuracy
 MA0641;SPC PA N     -   194,390.      525,730.      MT  (+/- 180 meters Scaled)
 MA0641
 MA0641                          SUPERSEDED SURVEY CONTROL
 MA0641
 MA0641  NGVD 29 (??/??/92)  452.955  (m)         1486.07   (f) ADJ UNCH    1 1
 MA0641
 MA0641.Superseded values are not recommended for survey control.
 MA0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0641.See file dsdata.txt to determine how the superseded data were derived.
 MA0641
 MA0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG952428(NAD 83)
 MA0641_MARKER: DB = BENCH MARK DISK
 MA0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0641_STAMPING: J 336 1966
 MA0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0641+STABILITY: SURFACE MOTION
 MA0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0641+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2006
 MA0641
 MA0641  HISTORY     - Date     Condition        Report By
 MA0641  HISTORY     - 1966     MONUMENTED       CGS
 MA0641  HISTORY     - 1967     GOOD             NGS
 MA0641  HISTORY     - 19981205 GOOD             USPSQD
 MA0641  HISTORY     - 20040308 GOOD             USPSQD
 MA0641  HISTORY     - 20060711 GOOD             USPSQD
 MA0641
 MA0641                          STATION DESCRIPTION
 MA0641
 MA0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0641'2.9 MI S FROM BRADFORD.
 MA0641'ABOUT 2.9 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0641'FROM THE STATION AT BRADFORD, 72 FEET NORTHWEST OF THE CENTER OF
 MA0641'A CROSSING OF THE RAILROAD AND STATE HIGHWAY 770, 2 POLES NORTH
 MA0641'OF MILEPOST 124/40 = MILEPOST 126, 17 FEET WEST OF THE WEST RAIL
 MA0641'OF THE WEST SET OF TRACKS, 55 FEET NORTH OF THE CENTER LINE OF
 MA0641'THE HIGHWAY, 7 FEET NORTHWEST OF A CONCRETE POST WHICH BEARS
 MA0641'A SMALL METAL BOX, 1 FOOT SOUTH OF A METAL WITNESS POST, ABOUT
 MA0641'1 FOOT BELOW THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A
 MA0641'CONCRETE POST WHICH PROJECTS 3 INCHES.
 MA0641
 MA0641                          STATION RECOVERY (1998)
 MA0641
 MA0641'RECOVERY NOTE BY US POWER SQUADRON 1998
 MA0641'RECOVERED IN GOOD CONDITION.
 MA0641
 MA0641                          STATION RECOVERY (2004)
 MA0641
 MA0641'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0641'RECOVERED IN GOOD CONDITION.
 MA0641
 MA0641                          STATION RECOVERY (2006)
 MA0641
 MA0641'RECOVERY NOTE BY US POWER SQUADRON 2006 (SG)
 MA0641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0615 ***********************************************************************
 MA0615  DESIGNATION -  J 337
 MA0615  PID         -  MA0615
 MA0615  STATE/COUNTY-  PA/MCKEAN
 MA0615  USGS QUAD   -  HAZEL HURST (1969)
 MA0615
 MA0615                         *CURRENT SURVEY CONTROL
 MA0615  ___________________________________________________________________
 MA0615* NAD 83(1986)-  41 44 29.     (N)    078 36 09.     (W)     SCALED    
 MA0615* NAVD 88     -       666.247  (meters)    2185.85   (feet)  ADJUSTED  
 MA0615  ___________________________________________________________________
 MA0615  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 MA0615  DYNAMIC HT  -         665.952 (meters)    2184.88  (feet)  COMP
 MA0615  MODELED GRAV-     980,157.6   (mgal)                       NAVD 88
 MA0615
 MA0615  VERT ORDER  -  FIRST     CLASS I
 MA0615
 MA0615.The horizontal coordinates were scaled from a topographic map and have
 MA0615.an estimated accuracy of +/- 6 seconds.
 MA0615
 MA0615.The orthometric height was determined by differential leveling
 MA0615.and adjusted by the National Geodetic Survey in June 1991..
 MA0615
 MA0615.The geoid height was determined by GEOID03.
 MA0615
 MA0615.The dynamic height is computed by dividing the NAVD 88
 MA0615.geopotential number by the normal gravity value computed on the
 MA0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0615.degrees latitude (g = 980.6199 gals.).
 MA0615
 MA0615.The modeled gravity was interpolated from observed gravity values.
 MA0615
 MA0615;                    North         East    Units  Estimated Accuracy
 MA0615;SPC PA N     -   175,230.      529,090.      MT  (+/- 180 meters Scaled)
 MA0615
 MA0615                          SUPERSEDED SURVEY CONTROL
 MA0615
 MA0615  NGVD 29 (??/??/92)  666.370  (m)         2186.25   (f) ADJ UNCH    1 1
 MA0615
 MA0615.Superseded values are not recommended for survey control.
 MA0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0615.See file dsdata.txt to determine how the superseded data were derived.
 MA0615
 MA0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG993238(NAD 83)
 MA0615_MARKER: DB = BENCH MARK DISK
 MA0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0615_STAMPING: J 337 1966
 MA0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0615+STABILITY: SURFACE MOTION
 MA0615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0615+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 MA0615
 MA0615  HISTORY     - Date     Condition        Report By
 MA0615  HISTORY     - 1966     MONUMENTED       CGS
 MA0615  HISTORY     - 1967     GOOD             NGS
 MA0615  HISTORY     - 19991116 GOOD             USPSQD
 MA0615  HISTORY     - 20050607 GOOD             USPSQD
 MA0615
 MA0615                          STATION DESCRIPTION
 MA0615
 MA0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0615'2.4 MI NE FROM MT JEWETT.
 MA0615'ABOUT 0.1 MILE NORTH ALONG CENTER STREET FROM THE POST OFFICE
 MA0615'AT MT. JEWETT, THENCE 2.35 MILES NORTHEAST ALONG THE BALTIMORE
 MA0615'AND OHIO RAILROAD, 110 FEET SOUTHWEST OF THE CENTER OF A CROSSING
 MA0615'OF THE RAILROAD AND A PRIVATE ROAD, 2 POLES SOUTHWEST OF MILEPOST
 MA0615'144/10, 28 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 MA0615'NORTHWEST TRACK, 1.0 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT
 MA0615'1 FOOT BELOW THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A
 MA0615'CONCRETE POST PROJECTING 4 INCHES.
 MA0615
 MA0615                          STATION RECOVERY (1999)
 MA0615
 MA0615'RECOVERY NOTE BY US POWER SQUADRON 1999
 MA0615'RECOVERED IN GOOD CONDITION.
 MA0615
 MA0615                          STATION RECOVERY (2005)
 MA0615
 MA0615'RECOVERY NOTE BY US POWER SQUADRON 2005 (SG)
 MA0615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0391 ***********************************************************************
 MA0391  DESIGNATION -  J 338
 MA0391  PID         -  MA0391
 MA0391  STATE/COUNTY-  PA/JEFFERSON
 MA0391  USGS QUAD   -  CARMAN (1994)
 MA0391
 MA0391                         *CURRENT SURVEY CONTROL
 MA0391  ___________________________________________________________________
 MA0391* NAD 83(1986)-  41 18 16.     (N)    078 49 47.     (W)     SCALED    
 MA0391* NAVD 88     -       441.396  (meters)    1448.15   (feet)  ADJUSTED  
 MA0391  ___________________________________________________________________
 MA0391  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 MA0391  DYNAMIC HT  -         441.198 (meters)    1447.50  (feet)  COMP
 MA0391  MODELED GRAV-     980,161.2   (mgal)                       NAVD 88
 MA0391
 MA0391  VERT ORDER  -  FIRST     CLASS I
 MA0391
 MA0391.The horizontal coordinates were scaled from a topographic map and have
 MA0391.an estimated accuracy of +/- 6 seconds.
 MA0391
 MA0391.The orthometric height was determined by differential leveling
 MA0391.and adjusted by the National Geodetic Survey in June 1991..
 MA0391
 MA0391.The geoid height was determined by GEOID03.
 MA0391
 MA0391.The dynamic height is computed by dividing the NAVD 88
 MA0391.geopotential number by the normal gravity value computed on the
 MA0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0391.degrees latitude (g = 980.6199 gals.).
 MA0391
 MA0391.The modeled gravity was interpolated from observed gravity values.
 MA0391
 MA0391;                    North         East    Units  Estimated Accuracy
 MA0391;SPC PA N     -   126,920.      509,580.      MT  (+/- 180 meters Scaled)
 MA0391
 MA0391                          SUPERSEDED SURVEY CONTROL
 MA0391
 MA0391  NGVD 29 (??/??/92)  441.551  (m)         1448.66   (f) ADJ UNCH    1 1
 MA0391
 MA0391.Superseded values are not recommended for survey control.
 MA0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0391.See file dsdata.txt to determine how the superseded data were derived.
 MA0391
 MA0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF816748(NAD 83)
 MA0391_MARKER: DB = BENCH MARK DISK
 MA0391_SETTING: 80 = SET IN A BOULDER
 MA0391_SP_SET: BOULDER
 MA0391_STAMPING: J 338 1966
 MA0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0391+STABILITY: SURFACE MOTION
 MA0391
 MA0391  HISTORY     - Date     Condition        Report By
 MA0391  HISTORY     - 1966     MONUMENTED       CGS
 MA0391  HISTORY     - UNK      GOOD             NGS
 MA0391
 MA0391                          STATION DESCRIPTION
 MA0391
 MA0391'DESCRIBED BY NATIONAL GEODETIC SURVEY UNK
 MA0391'4.9 MI NW FROM BROCKWAY.
 MA0391'ABOUT 4.9 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0391'FROM THE STATION AT BROCKWAY, 3 1/2 TELEPHONE POLES NORTHWEST
 MA0391'OF MILEPOST 188/30, 3 TELEPHONE POLES SOUTHEAST OF A SEMAPHORE,
 MA0391'17 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST SET OF
 MA0391'TRACKS, SET IN THE TOP OF A BOULDER IN THE SOUTHWEST BANK OF
 MA0391'A SMALL CUT FOR THE RAILROAD, 14 RAILS NORTHWEST OF A 24-INCH
 MA0391'CULVERT, 25 FEET NORTHEAST OF A ROW OF TELEPHONE POLES, AND
 MA0391'ABOUT 5 FEET ABOVE THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0423 ***********************************************************************
 MA0423  DESIGNATION -  J 339
 MA0423  PID         -  MA0423
 MA0423  STATE/COUNTY-  PA/ELK
 MA0423  USGS QUAD   -  PORTLAND MILLS (1969)
 MA0423
 MA0423                         *CURRENT SURVEY CONTROL
 MA0423  ___________________________________________________________________
 MA0423* NAD 83(1986)-  41 28 13.     (N)    078 46 08.     (W)     SCALED    
 MA0423* NAVD 88     -       527.464  (meters)    1730.52   (feet)  ADJUSTED  
 MA0423  ___________________________________________________________________
 MA0423  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 MA0423  DYNAMIC HT  -         527.230 (meters)    1729.75  (feet)  COMP
 MA0423  MODELED GRAV-     980,163.3   (mgal)                       NAVD 88
 MA0423
 MA0423  VERT ORDER  -  FIRST     CLASS I
 MA0423
 MA0423.The horizontal coordinates were scaled from a topographic map and have
 MA0423.an estimated accuracy of +/- 6 seconds.
 MA0423
 MA0423.The orthometric height was determined by differential leveling
 MA0423.and adjusted by the National Geodetic Survey in June 1991..
 MA0423
 MA0423.The geoid height was determined by GEOID03.
 MA0423
 MA0423.The dynamic height is computed by dividing the NAVD 88
 MA0423.geopotential number by the normal gravity value computed on the
 MA0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0423.degrees latitude (g = 980.6199 gals.).
 MA0423
 MA0423.The modeled gravity was interpolated from observed gravity values.
 MA0423
 MA0423;                    North         East    Units  Estimated Accuracy
 MA0423;SPC PA N     -   145,270.      514,890.      MT  (+/- 180 meters Scaled)
 MA0423
 MA0423                          SUPERSEDED SURVEY CONTROL
 MA0423
 MA0423  NGVD 29 (??/??/92)  527.618  (m)         1731.03   (f) ADJ UNCH    1 1
 MA0423
 MA0423.Superseded values are not recommended for survey control.
 MA0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0423.See file dsdata.txt to determine how the superseded data were derived.
 MA0423
 MA0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF863933(NAD 83)
 MA0423_MARKER: DB = BENCH MARK DISK
 MA0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0423_STAMPING: J 339 1966
 MA0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0423+STABILITY: SURFACE MOTION
 MA0423
 MA0423  HISTORY     - Date     Condition        Report By
 MA0423  HISTORY     - 1966     MONUMENTED       CGS
 MA0423  HISTORY     - 1967     GOOD             NGS
 MA0423
 MA0423                          STATION DESCRIPTION
 MA0423
 MA0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0423'4.4 MI NW FROM RIDGWAY.
 MA0423'ABOUT 0.1 MILE NORTHWEST ALONG SOUTH MILL AVENUE FROM THE POST
 MA0423'OFFICE AT RIDGWAY, THENCE 0.9 MILE WEST ALONG WEST MAIN STREET,
 MA0423'THENCE 3.35 MILES NORTHWEST ALONG COUNTY ROAD 24015, AT THE
 MA0423'EAST ENTRANCE TO THE KINGS AIRPORT, 150 FEET SOUTH OF THE CENTER
 MA0423'LINE OF THE DIRT RUNWAY, 125 FEET NORTH OF THE NORTHEAST CORNER
 MA0423'OF A HOUSE, 48 FEET WEST OF THE CENTER LINE OF THE ROAD, 19
 MA0423'FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD, 2.0 FEET NORTH
 MA0423'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 MA0423'THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0693 ***********************************************************************
 LZ0693  DESIGNATION -  J 34
 LZ0693  PID         -  LZ0693
 LZ0693  STATE/COUNTY-  PA/TIOGA
 LZ0693  USGS QUAD   -  KNOXVILLE (1969)
 LZ0693
 LZ0693                         *CURRENT SURVEY CONTROL
 LZ0693  ___________________________________________________________________
 LZ0693* NAD 83(1986)-  41 57 16.     (N)    077 26 15.     (W)     SCALED    
 LZ0693* NAVD 88     -       375.675  (meters)    1232.53   (feet)  ADJUSTED  
 LZ0693  ___________________________________________________________________
 LZ0693  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 LZ0693  DYNAMIC HT  -         375.528 (meters)    1232.04  (feet)  COMP
 LZ0693  MODELED GRAV-     980,220.4   (mgal)                       NAVD 88
 LZ0693
 LZ0693  VERT ORDER  -  SECOND    CLASS 0
 LZ0693
 LZ0693.The horizontal coordinates were scaled from a topographic map and have
 LZ0693.an estimated accuracy of +/- 6 seconds.
 LZ0693
 LZ0693.The orthometric height was determined by differential leveling
 LZ0693.and adjusted by the National Geodetic Survey in June 1991..
 LZ0693
 LZ0693.The geoid height was determined by GEOID03.
 LZ0693
 LZ0693.The dynamic height is computed by dividing the NAVD 88
 LZ0693.geopotential number by the normal gravity value computed on the
 LZ0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0693.degrees latitude (g = 980.6199 gals.).
 LZ0693
 LZ0693.The modeled gravity was interpolated from observed gravity values.
 LZ0693
 LZ0693;                    North         East    Units  Estimated Accuracy
 LZ0693;SPC PA N     -   198,590.      625,910.      MT  (+/- 180 meters Scaled)
 LZ0693
 LZ0693                          SUPERSEDED SURVEY CONTROL
 LZ0693
 LZ0693  NGVD 29 (??/??/92)  375.816  (m)         1232.99   (f) ADJ UNCH    2 0
 LZ0693
 LZ0693.Superseded values are not recommended for survey control.
 LZ0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0693.See file dsdata.txt to determine how the superseded data were derived.
 LZ0693
 LZ0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM979475(NAD 83)
 LZ0693_MARKER: DB = BENCH MARK DISK
 LZ0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0693_STAMPING: J 34 1934
 LZ0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0693+STABILITY: SURFACE MOTION
 LZ0693
 LZ0693  HISTORY     - Date     Condition        Report By
 LZ0693  HISTORY     - 1934     MONUMENTED       CGS
 LZ0693
 LZ0693                          STATION DESCRIPTION
 LZ0693
 LZ0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0693'AT KNOXVILLE.
 LZ0693'AT KNOXVILLE, TIOGA COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 LZ0693'ABOUT 75 FEET SOUTH OF MILEPOST C 18, 22 FEET NORTHWEST OF THE
 LZ0693'MAIN TRACK, 60 FEET NORTH OF THE CENTER LINE OF CASE STREET, ON
 LZ0693'THE PROPERTY OF MICHAEL MONIGAN, AND 1 FOOT HIGHER THAN THE
 LZ0693'TOP OF THE RAIL.  A STANDARD DISK, STAMPED J 34 1934 AND SET IN
 LZ0693'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0992 ***********************************************************************
 KX0992  DESIGNATION -  J 341
 KX0992  PID         -  KX0992
 KX0992  STATE/COUNTY-  PA/WESTMORELAND
 KX0992  USGS QUAD   -  BOLIVAR (1993)
 KX0992
 KX0992                         *CURRENT SURVEY CONTROL
 KX0992  ___________________________________________________________________
 KX0992* NAD 83(1986)-  40 24 19.     (N)    079 13 54.     (W)     SCALED    
 KX0992* NAVD 88     -       342.579  (meters)    1123.94   (feet)  ADJUSTED  
 KX0992  ___________________________________________________________________
 KX0992  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 KX0992  DYNAMIC HT  -         342.399 (meters)    1123.35  (feet)  COMP
 KX0992  MODELED GRAV-     980,091.5   (mgal)                       NAVD 88
 KX0992
 KX0992  VERT ORDER  -  FIRST     CLASS I
 KX0992
 KX0992.The horizontal coordinates were scaled from a topographic map and have
 KX0992.an estimated accuracy of +/- 6 seconds.
 KX0992
 KX0992.The orthometric height was determined by differential leveling
 KX0992.and adjusted by the National Geodetic Survey in June 1991..
 KX0992
 KX0992.The geoid height was determined by GEOID03.
 KX0992
 KX0992.The dynamic height is computed by dividing the NAVD 88
 KX0992.geopotential number by the normal gravity value computed on the
 KX0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0992.degrees latitude (g = 980.6199 gals.).
 KX0992
 KX0992.The modeled gravity was interpolated from observed gravity values.
 KX0992
 KX0992;                    North         East    Units  Estimated Accuracy
 KX0992;SPC PA S     -   120,080.      474,240.      MT  (+/- 180 meters Scaled)
 KX0992
 KX0992                          SUPERSEDED SURVEY CONTROL
 KX0992
 KX0992  NGVD 29 (??/??/92)  342.747  (m)         1124.50   (f) ADJ UNCH    1 1
 KX0992
 KX0992.Superseded values are not recommended for survey control.
 KX0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0992.See file dsdata.txt to determine how the superseded data were derived.
 KX0992
 KX0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE500742(NAD 83)
 KX0992_MARKER: DB = BENCH MARK DISK
 KX0992_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KX0992_SP_SET: 10.9 FEET
 KX0992_STAMPING: J 341 1966
 KX0992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0992
 KX0992  HISTORY     - Date     Condition        Report By
 KX0992  HISTORY     - 1966     MONUMENTED       CGS
 KX0992
 KX0992                          STATION DESCRIPTION
 KX0992
 KX0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0992'0.9 MI SW FROM TORRANCE.
 KX0992'0.9 MILE SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM A BLACKTOP
 KX0992'ROAD OVERPASS OVER THE TRACK, ON THE OUTSIDE OF A LONG CURVE WITH
 KX0992'THE TANGENTS EXTENDING TO THE NORTH AND SOUTHWEST, 74 1/2 FEET
 KX0992'SOUTHEAST AND ACROSS THE TRACKS FROM MILEPOST 301, 33.5 FEET
 KX0992'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST ONE OF THREE
 KX0992'TRACKS, 7 FEET SOUTHWEST OF THE CENTER OF A 2 FOOT ROUND MAN
 KX0992'HOLE COVER, 1.4 FEET NORTHEAST OF A METAL WITNESS POST, AND
 KX0992'ABOUT 2 FEET ABOVE THE TRACK.  AND IS A DISK ON COPPER COATED
 KX0992'STEEL ROD PROJECTING 2 INCHES AND PROTECTED BY A 5-INCH METAL
 KX0992'PIPE PROJECTING 5 INCHES.  THE ROD WAS DRIVEN TO REFUSAL AT A
 KX0992'DEPTH OF 10.9 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1221 ***********************************************************************
 KX1221  DESIGNATION -  J 342
 KX1221  PID         -  KX1221
 KX1221  STATE/COUNTY-  PA/WESTMORELAND
 KX1221  USGS QUAD   -  IRWIN (1979)
 KX1221
 KX1221                         *CURRENT SURVEY CONTROL
 KX1221  ___________________________________________________________________
 KX1221* NAD 83(1986)-  40 19 54.     (N)    079 41 20.     (W)     SCALED    
 KX1221* NAVD 88     -       277.180  (meters)     909.38   (feet)  ADJUSTED  
 KX1221  ___________________________________________________________________
 KX1221  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KX1221  DYNAMIC HT  -         277.031 (meters)     908.89  (feet)  COMP
 KX1221  MODELED GRAV-     980,083.0   (mgal)                       NAVD 88
 KX1221
 KX1221  VERT ORDER  -  FIRST     CLASS I
 KX1221
 KX1221.The horizontal coordinates were scaled from a topographic map and have
 KX1221.an estimated accuracy of +/- 6 seconds.
 KX1221
 KX1221.The orthometric height was determined by differential leveling
 KX1221.and adjusted by the National Geodetic Survey in June 1991..
 KX1221
 KX1221.The geoid height was determined by GEOID03.
 KX1221
 KX1221.The dynamic height is computed by dividing the NAVD 88
 KX1221.geopotential number by the normal gravity value computed on the
 KX1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1221.degrees latitude (g = 980.6199 gals.).
 KX1221
 KX1221.The modeled gravity was interpolated from observed gravity values.
 KX1221
 KX1221;                    North         East    Units  Estimated Accuracy
 KX1221;SPC PA S     -   112,660.      435,250.      MT  (+/- 180 meters Scaled)
 KX1221
 KX1221                          SUPERSEDED SURVEY CONTROL
 KX1221
 KX1221  NGVD 29 (??/??/92)  277.351  (m)          909.94   (f) ADJ UNCH    1 1
 KX1221
 KX1221.Superseded values are not recommended for survey control.
 KX1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1221.See file dsdata.txt to determine how the superseded data were derived.
 KX1221
 KX1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE113653(NAD 83)
 KX1221_MARKER: DB = BENCH MARK DISK
 KX1221_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KX1221_SP_SET: SET IN A BRIDGE PIER
 KX1221_STAMPING: J 342 1966
 KX1221_MARK LOGO: CGS   
 KX1221_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX1221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KX1221+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1997
 KX1221
 KX1221  HISTORY     - Date     Condition        Report By
 KX1221  HISTORY     - 1967     MONUMENTED       CGS
 KX1221  HISTORY     - 1972     GOOD             PADT
 KX1221  HISTORY     - 19970224 GOOD             NEILAN
 KX1221  HISTORY     - 20010709 GOOD             PADT
 KX1221
 KX1221                          STATION DESCRIPTION
 KX1221
 KX1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX1221'4.1 MI W FROM JEANNETTE.
 KX1221'ABOUT 4.1 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1221'STATION AT JEANNETTE, ABOUT 0.5 MILE WEST OF MILEPOST NO. 330,
 KX1221'SET IN THE TOP OF THE WEST END OF THE CONCRETE WALL BETWEEN THE
 KX1221'TWO LEGS OF THE FIRST PIER NORTH OF THE TRACK AND UNDER THE
 KX1221'PENNSYLVANIA TURNPIKE OVER PASS OVER THE TRACK, 32.9 FEET NORTH
 KX1221'OF THE NORTH RAIL OF THE NORTH ONE OF 4 TRACKS, 2.8 FEET EAST
 KX1221'OF THE EAST FACE OF THE WEST LEG OF THE PIER AND 2 1/2 FEET
 KX1221'ABOVE TRACK.
 KX1221
 KX1221                          STATION RECOVERY (1972)
 KX1221
 KX1221'RECOVERY NOTE BY PA DEPT OF TRANSP 1972
 KX1221'RECOVERED IN GOOD CONDITION.
 KX1221
 KX1221                          STATION RECOVERY (1997)
 KX1221
 KX1221'RECOVERY NOTE BY THE NEILAN ENGINEERS INCORPORATED 1997 (TEK)
 KX1221'RECOVERED AS DESCRIBED.
 KX1221
 KX1221                          STATION RECOVERY (2001)
 KX1221
 KX1221'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DP)
 KX1221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE7860 ***********************************************************************
 AE7860  DESIGNATION -  J 342 ECC
 AE7860  PID         -  AE7860
 AE7860  STATE/COUNTY-  PA/WESTMORELAND
 AE7860  USGS QUAD   -  IRWIN (1979)
 AE7860
 AE7860                         *CURRENT SURVEY CONTROL
 AE7860  ___________________________________________________________________
 AE7860* NAD 83(1992)-  40 19 52.58079(N)    079 41 23.70412(W)     ADJUSTED  
 AE7860* NAVD 88     -       274.24   (meters)     899.7    (feet)  LEVELING  
 AE7860  ___________________________________________________________________
 AE7860  X           -     871,460.626 (meters)                     COMP
 AE7860  Y           -  -4,790,546.111 (meters)                     COMP
 AE7860  Z           -   4,106,251.014 (meters)                     COMP
 AE7860  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 AE7860  ELLIP HEIGHT-         240.96  (meters)          (08/10/01) GPS OBS
 AE7860  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 AE7860
 AE7860  HORZ ORDER  -  FIRST
 AE7860  VERT ORDER  -  THIRD ?
 AE7860  ELLP ORDER  -  FOURTH    CLASS II
 AE7860
 AE7860.The horizontal coordinates were established by GPS observations
 AE7860.and adjusted by the National Geodetic Survey in March 1998..
 AE7860
 AE7860.The orthometric height was determined by differential leveling.
 AE7860.The vertical network tie was performed by a horz. field party for horz.
 AE7860.obs reductions. Reset procedures were used to establish the elevation.
 AE7860
 AE7860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7860
 AE7860.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7860
 AE7860.The ellipsoidal height was determined by GPS observations
 AE7860.and is referenced to NAD 83.
 AE7860
 AE7860.The geoid height was determined by GEOID03.
 AE7860
 AE7860;                    North         East     Units Scale Factor Converg.
 AE7860;SPC PA S     -   112,616.410   435,165.810   MT  0.99996166   -1 15 31.0
 AE7860;SPC PA S     -   369,475.67  1,427,706.49   sFT  0.99996166   -1 15 31.0
 AE7860;UTM  17      - 4,465,349.798   611,287.545   MT  0.99975245   +0 50 52.7
 AE7860
 AE7860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7860!SPC PA S     -   0.99996220  x   0.99996166  =   0.99992386
 AE7860!UTM  17      -   0.99996220  x   0.99975245  =   0.99971466
 AE7860
 AE7860                          SUPERSEDED SURVEY CONTROL
 AE7860
 AE7860  ELLIP H (03/18/98)  240.97   (m)                       GP(       ) 3 1
 AE7860
 AE7860.Superseded values are not recommended for survey control.
 AE7860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7860.See file dsdata.txt to determine how the superseded data were derived.
 AE7860
 AE7860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE1128865350(NAD 83)
 AE7860_MARKER: I = METAL ROD
 AE7860_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AE7860_SP_SET: IRON PIN
 AE7860_STAMPING: J 342 ECC
 AE7860_MAGNETIC: I = MARKER IS A STEEL ROD
 AE7860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE7860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7860+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7860
 AE7860  HISTORY     - Date     Condition        Report By
 AE7860  HISTORY     - 1997     MONUMENTED       NEILAN
 AE7860
 AE7860                          STATION DESCRIPTION
 AE7860
 AE7860'DESCRIBED BY THE NEILAN ENGINEERS INCORPORATED 1997 (TEK)
 AE7860'THIS MARK WAS SET AS AN ECENTRIC TO BENCHMARK J 342, LOCATED ALONG THE
 AE7860'RAILROAD UNDENEATH THE PA TURNPIKE NEAR IRWIN. THE ECCENTRIC STATION
 AE7860'IS A REBAR LOCATED ABOUT 200 FEET WEST ALONG THE RAILROAD FROM THE
 AE7860'WEST EDGE OF THE OVERHEAD HIGHWAY BRIDGE AND 127 FEET SOUTH OF THE
 AE7860'SOUTH RAIL OF THE SOUTHERLY SET OF TRACKS. THE STATION IS ALSO ABOUT
 AE7860'245 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE FIRST SET OF
 AE7860'CONCRETE PIERS SOUTH OF THE TRACKS. SEE J 342 FOR TO REACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0404 ***********************************************************************
 KY0404  DESIGNATION -  J 343
 KY0404  PID         -  KY0404
 KY0404  STATE/COUNTY-  PA/ALLEGHENY
 KY0404  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0404
 KY0404                         *CURRENT SURVEY CONTROL
 KY0404  ___________________________________________________________________
 KY0404* NAD 83(1986)-  40 26 14.     (N)    080 00 47.     (W)     SCALED    
 KY0404* NAVD 88     -       234.017  (meters)     767.77   (feet)  ADJUSTED  
 KY0404  ___________________________________________________________________
 KY0404  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KY0404  DYNAMIC HT  -         233.896 (meters)     767.37  (feet)  COMP
 KY0404  MODELED GRAV-     980,105.1   (mgal)                       NAVD 88
 KY0404
 KY0404  VERT ORDER  -  FIRST     CLASS I
 KY0404
 KY0404.The horizontal coordinates were scaled from a topographic map and have
 KY0404.an estimated accuracy of +/- 6 seconds.
 KY0404
 KY0404.The orthometric height was determined by differential leveling
 KY0404.and adjusted by the National Geodetic Survey in June 1991..
 KY0404
 KY0404.The geoid height was determined by GEOID03.
 KY0404
 KY0404.The dynamic height is computed by dividing the NAVD 88
 KY0404.geopotential number by the normal gravity value computed on the
 KY0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0404.degrees latitude (g = 980.6199 gals.).
 KY0404
 KY0404.The modeled gravity was interpolated from observed gravity values.
 KY0404
 KY0404;                    North         East    Units  Estimated Accuracy
 KY0404;SPC PA S     -   125,030.      408,020.      MT  (+/- 180 meters Scaled)
 KY0404
 KY0404                          SUPERSEDED SURVEY CONTROL
 KY0404
 KY0404  NGVD 29 (??/??/92)  234.172  (m)          768.28   (f) ADJ UNCH    1 1
 KY0404
 KY0404.Superseded values are not recommended for survey control.
 KY0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0404.See file dsdata.txt to determine how the superseded data were derived.
 KY0404
 KY0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE837767(NAD 83)
 KY0404_MARKER: DB = BENCH MARK DISK
 KY0404_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KY0404_SP_SET: SET VERTICAL IN BRIDGE PIER
 KY0404_STAMPING: J 343 1966
 KY0404_MARK LOGO: CGS   
 KY0404_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0404
 KY0404  HISTORY     - Date     Condition        Report By
 KY0404  HISTORY     - 1966     MONUMENTED       CGS
 KY0404  HISTORY     - 19890701 GOOD             HARTMN
 KY0404
 KY0404                          STATION DESCRIPTION
 KY0404
 KY0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KY0404'AT PITTSBURGH.
 KY0404'AT PITTSBURGH, ON THE PENNSYLVANIA RAILROAD AT THE NORTH END OF
 KY0404'FORT PITT TUNNEL, SET VERTICALLY IN THE NORTH FACE OF THE SOUTH
 KY0404'ABUTMENT TO THE FORT PITT BRIDGE, 10 FEET SOUTH OF THE SOUTH
 KY0404'RAIL OF THE SOUTH ONE OF 4 TRACKS, 6 1/2 FEET EAST OF THE WEST
 KY0404'END OF THE ABUTMENT, 1 1/2 FEET ABOVE THE GROUND AND ABOUT
 KY0404'LEVEL WITH TRACKS.
 KY0404
 KY0404                          STATION RECOVERY (1989)
 KY0404
 KY0404'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1989
 KY0404'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 0.1, AT PITTSBURGH,
 KY0404'ON THE PENNSYLVANIA RAILROAD AT THE NORTHEAST END OF THE FORT PITT
 KY0404'TUNNEL, A STANDARD USCGS BENCHMARK DISK SET VERTICALLY IN THE
 KY0404'NORTHEAST FACE OF THE SOUTHWEST ABUTMENT OF THE FORT PITT BRIDGE, 6.5
 KY0404'FT (2.0 MT) SOUTHEAST OF THE NORTHWEST END OF THE ABUTMENT AND ABOUT
 KY0404'LEVEL WITH THE TRACKS.  NOTE - BENCHMARK PITT TU 1 WAS FOUND IN THIS
 KY0404'AREA, BUT WAS NOT IN THE DESCRIBED LOCATION.  NO ELEVATION TIE WAS
 KY0404'MADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0039 ***********************************************************************
 KX0039  DESIGNATION -  J 344
 KX0039  PID         -  KX0039
 KX0039  STATE/COUNTY-  PA/BLAIR
 KX0039  USGS QUAD   -  TIPTON (1988)
 KX0039
 KX0039                         *CURRENT SURVEY CONTROL
 KX0039  ___________________________________________________________________
 KX0039* NAD 83(1986)-  40 37 42.     (N)    078 18 10.     (W)     SCALED    
 KX0039* NAVD 88     -       293.958  (meters)     964.43   (feet)  ADJUSTED  
 KX0039  ___________________________________________________________________
 KX0039  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KX0039  DYNAMIC HT  -         293.806 (meters)     963.93  (feet)  COMP
 KX0039  MODELED GRAV-     980,101.2   (mgal)                       NAVD 88
 KX0039
 KX0039  VERT ORDER  -  FIRST     CLASS I
 KX0039
 KX0039.The horizontal coordinates were scaled from a topographic map and have
 KX0039.an estimated accuracy of +/- 6 seconds.
 KX0039
 KX0039.The orthometric height was determined by differential leveling
 KX0039.and adjusted by the National Geodetic Survey in June 1991..
 KX0039
 KX0039.The geoid height was determined by GEOID03.
 KX0039
 KX0039.The dynamic height is computed by dividing the NAVD 88
 KX0039.geopotential number by the normal gravity value computed on the
 KX0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0039.degrees latitude (g = 980.6199 gals.).
 KX0039
 KX0039.The modeled gravity was interpolated from observed gravity values.
 KX0039
 KX0039;                    North         East    Units  Estimated Accuracy
 KX0039;SPC PA S     -   143,940.      553,230.      MT  (+/- 180 meters Scaled)
 KX0039
 KX0039                          SUPERSEDED SURVEY CONTROL
 KX0039
 KX0039  NGVD 29 (??/??/92)  294.125  (m)          964.98   (f) ADJ UNCH    1 1
 KX0039
 KX0039.Superseded values are not recommended for survey control.
 KX0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0039.See file dsdata.txt to determine how the superseded data were derived.
 KX0039
 KX0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF281009(NAD 83)
 KX0039_MARKER: DB = BENCH MARK DISK
 KX0039_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KX0039+WITH SETTING: PAVEMENT
 KX0039_SP_SET: FLOOR
 KX0039_STAMPING: J 344 1966
 KX0039_MARK LOGO: CGS   
 KX0039_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KX0039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0039
 KX0039  HISTORY     - Date     Condition        Report By
 KX0039  HISTORY     - 1966     MONUMENTED       CGS
 KX0039  HISTORY     - 1987     GOOD             PADT
 KX0039
 KX0039                          STATION DESCRIPTION
 KX0039
 KX0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0039'4.6 MI SW FROM TYRONE.
 KX0039'ABOUT 4.35 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD
 KX0039'FROM THE STATION AT TYRONE, THENCE 0.3 MILE SOUTH ACROSS
 KX0039'PETERSON MEMORIAL AIRFIELD, SET ON THE TOP OF THE EAST CONCRETE
 KX0039'FOUNDATION OF THE SOUTH ONE OF TWO HANGARS, 21 FEET NORTH OF THE
 KX0039'SOUTHEAST CORNER OF HANGAR AND ABOUT LEVEL WITH HANGAR FLOOR.
 KX0039'NOTE-- HANGAR UNDER CONSTRUCTION IN AUGUST 1966.
 KX0039
 KX0039                          STATION RECOVERY (1987)
 KX0039
 KX0039'RECOVERY NOTE BY PA DEPT OF TRANSP 1987 (EEB)
 KX0039'0.16 KM (0.10 MI) SOUTH ALONG PENNSYLVANIA AVENUE FROM THE POST OFFICE
 KX0039'IN TYRONE, THEN 0.24 KM (0.15 MI) WEST ALONG TENTH STREET, THENCE 6.6
 KX0039'KM (4.10 MI) SOUTH ALONG WASHINGTON AVENUE, BUSINESS U.S. HIGHWAY 220
 KX0039'TO A WYE ROAD RIGHT, THENCE 0.8 KM (0.50 MI) SOUTHWEST ON PETERSON
 KX0039'INDUSTRIAL PARK ROAD TO THE INDUSTRIAL PARK ENTRANCE, THEN 0.5 KM
 KX0039'(0.30 MI) TO THE BESTEEL FABRICATING COMPANY ON THE LEFT, SET IN THE
 KX0039'TOP OF THE EAST CONCRETE FOUNDATION OF A FORMER HANGER 6.4 M (21.0 FT)
 KX0039'NORTH OF THE SOUTHEAST CORNER AND INSIDE THE BUILDING DOORS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0043 ***********************************************************************
 KX0043  DESIGNATION -  J 345
 KX0043  PID         -  KX0043
 KX0043  STATE/COUNTY-  PA/BLAIR
 KX0043  USGS QUAD   -  BELLWOOD (1984)
 KX0043
 KX0043                         *CURRENT SURVEY CONTROL
 KX0043  ___________________________________________________________________
 KX0043* NAD 83(1986)-  40 37 05.     (N)    078 19 19.     (W)     SCALED    
 KX0043* NAVD 88     -       314.385  (meters)    1031.44   (feet)  ADJUSTED  
 KX0043  ___________________________________________________________________
 KX0043  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 KX0043  DYNAMIC HT  -         314.224 (meters)    1030.92  (feet)  COMP
 KX0043  MODELED GRAV-     980,103.6   (mgal)                       NAVD 88
 KX0043
 KX0043  VERT ORDER  -  FIRST     CLASS I
 KX0043
 KX0043.The horizontal coordinates were scaled from a topographic map and have
 KX0043.an estimated accuracy of +/- 6 seconds.
 KX0043
 KX0043.The orthometric height was determined by differential leveling
 KX0043.and adjusted by the National Geodetic Survey in June 1991..
 KX0043
 KX0043.The geoid height was determined by GEOID03.
 KX0043
 KX0043.The dynamic height is computed by dividing the NAVD 88
 KX0043.geopotential number by the normal gravity value computed on the
 KX0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0043.degrees latitude (g = 980.6199 gals.).
 KX0043
 KX0043.The modeled gravity was interpolated from observed gravity values.
 KX0043
 KX0043;                    North         East    Units  Estimated Accuracy
 KX0043;SPC PA S     -   142,810.      551,610.      MT  (+/- 180 meters Scaled)
 KX0043
 KX0043                          SUPERSEDED SURVEY CONTROL
 KX0043
 KX0043  NGVD 29 (??/??/92)  314.551  (m)         1031.99   (f) ADJ UNCH    1 1
 KX0043
 KX0043.Superseded values are not recommended for survey control.
 KX0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0043.See file dsdata.txt to determine how the superseded data were derived.
 KX0043
 KX0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE265998(NAD 83)
 KX0043_MARKER: DB = BENCH MARK DISK
 KX0043_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KX0043_SP_SET: 9 FEET
 KX0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0043
 KX0043  HISTORY     - Date     Condition        Report By
 KX0043  HISTORY     - UNK      MONUMENTED       CGS
 KX0043  HISTORY     - 1966     GOOD             NGS
 KX0043  HISTORY     - 20050524 POOR             INDIV
 KX0043
 KX0043                          STATION DESCRIPTION
 KX0043
 KX0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0043'1.4 MI NE FROM BELLWOOD.
 KX0043'ABOUT 1.35 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX0043'THE STATE HIGHWAY 865 OVERPASS AT BELLWOOD, AT A BLACK TOPPED
 KX0043'ROAD CROSSING AT FOSTORIA, 0.05 MILE NORTHEAST OF MILEPOST 228,
 KX0043'88 FEET NORTHEAST OF THE CENTER OF THE BLACK TOP ROAD CROSSING,
 KX0043'51.7 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 42 FEET NORTH
 KX0043'OF THE CENTER LINE OF THE BLACK TOP ROAD, 5.2 FEET SOUTH OF THE
 KX0043'NORTH END OF A GUY WIRE FOR TELEPHONE POLE, 1.5 FEET NORTH OF A
 KX0043'METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK AND IS A DISK ON
 KX0043'THE TOP OF A COPPER COATED STEEL ROD PROJECTING 2 INCHES ABOVE
 KX0043'THE LEVEL OF THE GROUND AND PROTECTED BY A 6 INCH IRON PIPE WHICH
 KX0043'PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS
 KX0043'DRIVEN TO REFUSAL AT A DEPTH OF 9 FEET.
 KX0043
 KX0043                          STATION RECOVERY (2005)
 KX0043
 KX0043'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDY)
 KX0043'THE MONUMENT WAS FOUND IN THE LOCATION PREVIOUSLY DESCRIBED.  THE
 KX0043'MONUMENT WAS SEVERELY BENT AND MUTILATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0481 ***********************************************************************
 KX0481  DESIGNATION -  J 346
 KX0481  PID         -  KX0481
 KX0481  STATE/COUNTY-  PA/CAMBRIA
 KX0481  USGS QUAD   -  JOHNSTOWN (1981)
 KX0481
 KX0481                         *CURRENT SURVEY CONTROL
 KX0481  ___________________________________________________________________
 KX0481* NAD 83(1986)-  40 19 35.     (N)    078 55 10.     (W)     SCALED    
 KX0481* NAVD 88     -       356.715  (meters)    1170.32   (feet)  ADJUSTED  
 KX0481  ___________________________________________________________________
 KX0481  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 KX0481  DYNAMIC HT  -         356.525 (meters)    1169.70  (feet)  COMP
 KX0481  MODELED GRAV-     980,082.3   (mgal)                       NAVD 88
 KX0481
 KX0481  VERT ORDER  -  FIRST     CLASS I
 KX0481
 KX0481.The horizontal coordinates were scaled from a topographic map and have
 KX0481.an estimated accuracy of +/- 6 seconds.
 KX0481
 KX0481.The orthometric height was determined by differential leveling
 KX0481.and adjusted by the National Geodetic Survey in June 1991..
 KX0481
 KX0481.The geoid height was determined by GEOID03.
 KX0481
 KX0481.The dynamic height is computed by dividing the NAVD 88
 KX0481.geopotential number by the normal gravity value computed on the
 KX0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0481.degrees latitude (g = 980.6199 gals.).
 KX0481
 KX0481.The modeled gravity was interpolated from observed gravity values.
 KX0481
 KX0481;                    North         East    Units  Estimated Accuracy
 KX0481;SPC PA S     -   110,920.      500,620.      MT  (+/- 180 meters Scaled)
 KX0481
 KX0481                          SUPERSEDED SURVEY CONTROL
 KX0481
 KX0481  NGVD 29 (??/??/92)  356.888  (m)         1170.89   (f) ADJ UNCH    1 1
 KX0481
 KX0481.Superseded values are not recommended for survey control.
 KX0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0481.See file dsdata.txt to determine how the superseded data were derived.
 KX0481
 KX0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE767660(NAD 83)
 KX0481_MARKER: DB = BENCH MARK DISK
 KX0481_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0481_SP_SET: FOUNDATION
 KX0481_STAMPING: J 346 1966
 KX0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0481
 KX0481  HISTORY     - Date     Condition        Report By
 KX0481  HISTORY     - 1966     MONUMENTED       CGS
 KX0481
 KX0481                          STATION DESCRIPTION
 KX0481
 KX0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0481'AT JOHNSTOWN.
 KX0481'AT JOHNSTOWN, SET ON THE TOP OF THE EDGE OF THE GRANITE
 KX0481'FOUNDATION OF THE NORTHWEST SIDE OF THE FORMER POST OFFICE
 KX0481'BUILDING NOW OWNED BY THE CITY OF JOHNSTOWN, ALONG THE SOUTHEAST
 KX0481'SIDE OF MARKET STREET, BETWEEN MAIN AND LOCUST STREET, 16.3
 KX0481'FEET NORTHEAST OF THE WEST CORNER OF THE BUILDING, 93 FEET
 KX0481'SOUTHWEST OF THE SOUTHWEST CURB OF LOCUST STREET, 25 FEET
 KX0481'SOUTHEAST OF THE SOUTHEAST CURB OF MARKET STREET, 28 FEET
 KX0481'SOUTHWEST OF THE CENTER OF THE MAIN ENTRANCE TO NORTHWEST SIDE
 KX0481'OF BUILDING, AND 5 FEET ABOVE THE LEVEL OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0047 ***********************************************************************
 KY0047  DESIGNATION -  J 347
 KY0047  PID         -  KY0047
 KY0047  STATE/COUNTY-  PA/BEAVER
 KY0047  USGS QUAD   -  BEAVER (1979)
 KY0047
 KY0047                         *CURRENT SURVEY CONTROL
 KY0047  ___________________________________________________________________
 KY0047* NAD 83(1986)-  40 43 18.     (N)    080 18 05.     (W)     SCALED    
 KY0047* NAVD 88     -       225.416  (meters)     739.55   (feet)  ADJUSTED  
 KY0047  ___________________________________________________________________
 KY0047  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KY0047  DYNAMIC HT  -         225.303 (meters)     739.18  (feet)  COMP
 KY0047  MODELED GRAV-     980,117.8   (mgal)                       NAVD 88
 KY0047
 KY0047  VERT ORDER  -  FIRST     CLASS I
 KY0047
 KY0047.The horizontal coordinates were scaled from a topographic map and have
 KY0047.an estimated accuracy of +/- 6 seconds.
 KY0047
 KY0047.The orthometric height was determined by differential leveling
 KY0047.and adjusted by the National Geodetic Survey in June 1991..
 KY0047
 KY0047.The geoid height was determined by GEOID03.
 KY0047
 KY0047.The dynamic height is computed by dividing the NAVD 88
 KY0047.geopotential number by the normal gravity value computed on the
 KY0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0047.degrees latitude (g = 980.6199 gals.).
 KY0047
 KY0047.The modeled gravity was interpolated from observed gravity values.
 KY0047
 KY0047;                    North         East    Units  Estimated Accuracy
 KY0047;SPC PA S     -   157,270.      384,470.      MT  (+/- 180 meters Scaled)
 KY0047
 KY0047                          SUPERSEDED SURVEY CONTROL
 KY0047
 KY0047  NGVD 29 (??/??/92)  225.533  (m)          739.94   (f) ADJ UNCH    1 1
 KY0047
 KY0047.Superseded values are not recommended for survey control.
 KY0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0047.See file dsdata.txt to determine how the superseded data were derived.
 KY0047
 KY0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF590080(NAD 83)
 KY0047_MARKER: DB = BENCH MARK DISK
 KY0047_SETTING: 66 = SET IN ROCK OUTCROP
 KY0047_SP_SET: ROCK LEDGE
 KY0047_STAMPING: J 347 1966
 KY0047_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY0047+STABILITY: POSITION/ELEVATION WELL
 KY0047
 KY0047  HISTORY     - Date     Condition        Report By
 KY0047  HISTORY     - 1966     MONUMENTED       CGS
 KY0047
 KY0047                          STATION DESCRIPTION
 KY0047
 KY0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KY0047'2 MI NW FROM ROCHESTER.
 KY0047'ABOUT 1.5 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KY0047'THE STATION AT ROCHESTER, THENCE ABOUT 0.5 MILE NORTHEAST ALONG
 KY0047'A SPUR TRACK, AT THE CROSSING OF A NARROW GRAVELED ROAD, 25 FEET
 KY0047'EAST OF THE CENTER OF THE CROSSING, 13 FEET NORTHEAST OF THE
 KY0047'CENTER LINE OF THE ROAD, 14 FEET NORTHWEST OF A POWER LINE POLE,
 KY0047'IN TOP OF THE NORTH END OF A FLAT ROCK LEDGE ABOUT 50-FEET LONG
 KY0047'AND 20-FEET WIDE, AND ABOUT 3 FEET HIGHER THAN THE TRACK.  THE
 KY0047'MARK COULD BE COVERED BY DIRT IN THE FUTURE.  THIS MARK CAN ALSO
 KY0047'BE REACHED BY GOING ABOUT 1.2 MILES SOUTH ALONG FIFTH AVENUE FROM
 KY0047'THE SOUTH END OF STATE HIGHWAY 18 BRIDGE OVER BEAVER RIVER AT
 KY0047'NEW BRIGHTON, THENCE ABOUT 0.3 MILE SOUTHEAST ALONG A SPUR TRACK
 KY0047'OF THE PENNSYLVANIA RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1586 ***********************************************************************
 MA1586  DESIGNATION -  J 348
 MA1586  PID         -  MA1586
 MA1586  STATE/COUNTY-  PA/CRAWFORD
 MA1586  USGS QUAD   -  SUGAR LAKE (1969)
 MA1586
 MA1586                         *CURRENT SURVEY CONTROL
 MA1586  ___________________________________________________________________
 MA1586* NAD 83(1986)-  41 33 16.     (N)    079 59 34.     (W)     SCALED    
 MA1586* NAVD 88     -       435.044  (meters)    1427.31   (feet)  ADJUSTED  
 MA1586  ___________________________________________________________________
 MA1586  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 MA1586  DYNAMIC HT  -         434.861 (meters)    1426.71  (feet)  COMP
 MA1586  MODELED GRAV-     980,189.3   (mgal)                       NAVD 88
 MA1586
 MA1586  VERT ORDER  -  SECOND    CLASS 0
 MA1586
 MA1586.The horizontal coordinates were scaled from a topographic map and have
 MA1586.an estimated accuracy of +/- 6 seconds.
 MA1586
 MA1586.The orthometric height was determined by differential leveling
 MA1586.and adjusted by the National Geodetic Survey in June 1991..
 MA1586
 MA1586.The geoid height was determined by GEOID03.
 MA1586
 MA1586.The dynamic height is computed by dividing the NAVD 88
 MA1586.geopotential number by the normal gravity value computed on the
 MA1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1586.degrees latitude (g = 980.6199 gals.).
 MA1586
 MA1586.The modeled gravity was interpolated from observed gravity values.
 MA1586
 MA1586;                    North         East    Units  Estimated Accuracy
 MA1586;SPC PA N     -   156,540.      412,920.      MT  (+/- 180 meters Scaled)
 MA1586
 MA1586                          SUPERSEDED SURVEY CONTROL
 MA1586
 MA1586  NGVD 29 (??/??/92)  435.218  (m)         1427.88   (f) ADJ UNCH    2 0
 MA1586
 MA1586.Superseded values are not recommended for survey control.
 MA1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1586.See file dsdata.txt to determine how the superseded data were derived.
 MA1586
 MA1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG839007(NAD 83)
 MA1586_MARKER: DB = BENCH MARK DISK
 MA1586_SETTING: 80 = SET IN A BOULDER
 MA1586_SP_SET: BOULDER
 MA1586_STAMPING: J 348 1967
 MA1586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1586+STABILITY: SURFACE MOTION
 MA1586
 MA1586  HISTORY     - Date     Condition        Report By
 MA1586  HISTORY     - 1967     MONUMENTED       CGS
 MA1586
 MA1586                          STATION DESCRIPTION
 MA1586
 MA1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MA1586'4.2 MI N FROM COCHRANTON.
 MA1586'4.2 MILES NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE IN
 MA1586'COCHRANTON, 158 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY, 46
 MA1586'FEET SOUTHEAST OF A POWERLINE POLE, 19 FEET EAST OF A WIRE FENCE,
 MA1586'SET IN THE TOP OF A 2 X 2 FOOT BOULDER PROJECTING 18-INCHES AND
 MA1586'IS ABOUT 8 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0912 ***********************************************************************
 MA0912  DESIGNATION -  J 349
 MA0912  PID         -  MA0912
 MA0912  STATE/COUNTY-  PA/WARREN
 MA0912  USGS QUAD   -  LOTTSVILLE (1977)
 MA0912
 MA0912                         *CURRENT SURVEY CONTROL
 MA0912  ___________________________________________________________________
 MA0912* NAD 83(1986)-  41 55 42.     (N)    079 28 19.     (W)     SCALED    
 MA0912* NAVD 88     -       446.436  (meters)    1464.68   (feet)  ADJUSTED  
 MA0912  ___________________________________________________________________
 MA0912  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 MA0912  DYNAMIC HT  -         446.258 (meters)    1464.10  (feet)  COMP
 MA0912  MODELED GRAV-     980,209.1   (mgal)                       NAVD 88
 MA0912
 MA0912  VERT ORDER  -  SECOND    CLASS 0
 MA0912
 MA0912.The horizontal coordinates were scaled from a topographic map and have
 MA0912.an estimated accuracy of +/- 6 seconds.
 MA0912
 MA0912.The orthometric height was determined by differential leveling
 MA0912.and adjusted by the National Geodetic Survey in June 1991..
 MA0912
 MA0912.The geoid height was determined by GEOID03.
 MA0912
 MA0912.The dynamic height is computed by dividing the NAVD 88
 MA0912.geopotential number by the normal gravity value computed on the
 MA0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0912.degrees latitude (g = 980.6199 gals.).
 MA0912
 MA0912.The modeled gravity was interpolated from observed gravity values.
 MA0912
 MA0912;                    North         East    Units  Estimated Accuracy
 MA0912;SPC PA N     -   197,070.      457,190.      MT  (+/- 180 meters Scaled)
 MA0912
 MA0912                          SUPERSEDED SURVEY CONTROL
 MA0912
 MA0912  NGVD 29 (??/??/92)  446.595  (m)         1465.20   (f) ADJ UNCH    2 0
 MA0912
 MA0912.Superseded values are not recommended for survey control.
 MA0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0912.See file dsdata.txt to determine how the superseded data were derived.
 MA0912
 MA0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG266429(NAD 83)
 MA0912_MARKER: DB = BENCH MARK DISK
 MA0912_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0912_SP_SET: CATCH BASIN
 MA0912_STAMPING: J 349 1967
 MA0912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0912
 MA0912  HISTORY     - Date     Condition        Report By
 MA0912  HISTORY     - 1967     MONUMENTED       CGS
 MA0912  HISTORY     - 1968     GOOD             NGS
 MA0912
 MA0912                          STATION DESCRIPTION
 MA0912
 MA0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MA0912'6.4 MI SE FROM COLUMBUS.
 MA0912'6.4 MILES SOUTHEAST ALONG THE U.S. HIGHWAY 6 FROM ITS JUNCTION
 MA0912'WITH STATE HIGHWAY 957 IN COLUMBUS, 8.7 MILES NORTHWEST OF
 MA0912'PITTSFIELD, SET IN THE TOP OF THE APPROXIMATE CENTER OF THE
 MA0912'BACKWALL OF A CATCH BASIN, ACROSS HIGHWAY FROM A TWO-STORY LOG
 MA0912'HOUSE, 22 FEET SOUTH OF THE CENTERLINE OF HIGHWAY AND IS ABOUT
 MA0912'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1455 ***********************************************************************
 LZ1455  DESIGNATION -  J 35
 LZ1455  PID         -  LZ1455
 LZ1455  STATE/COUNTY-  PA/POTTER
 LZ1455  USGS QUAD   -  BROOKLAND (1983)
 LZ1455
 LZ1455                         *CURRENT SURVEY CONTROL
 LZ1455  ___________________________________________________________________
 LZ1455* NAD 83(1986)-  41 49 49.     (N)    077 47 50.     (W)     SCALED    
 LZ1455* NAVD 88     -       547.232  (meters)    1795.38   (feet)  ADJUSTED  
 LZ1455  ___________________________________________________________________
 LZ1455  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 LZ1455  DYNAMIC HT  -         546.994 (meters)    1794.60  (feet)  COMP
 LZ1455  MODELED GRAV-     980,170.0   (mgal)                       NAVD 88
 LZ1455
 LZ1455  VERT ORDER  -  SECOND    CLASS 0
 LZ1455
 LZ1455.The horizontal coordinates were scaled from a topographic map and have
 LZ1455.an estimated accuracy of +/- 6 seconds.
 LZ1455
 LZ1455.The orthometric height was determined by differential leveling
 LZ1455.and adjusted by the National Geodetic Survey in June 1991..
 LZ1455
 LZ1455.The geoid height was determined by GEOID03.
 LZ1455
 LZ1455.The dynamic height is computed by dividing the NAVD 88
 LZ1455.geopotential number by the normal gravity value computed on the
 LZ1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1455.degrees latitude (g = 980.6199 gals.).
 LZ1455
 LZ1455.The modeled gravity was interpolated from observed gravity values.
 LZ1455
 LZ1455;                    North         East    Units  Estimated Accuracy
 LZ1455;SPC PA N     -   184,760.      596,080.      MT  (+/- 180 meters Scaled)
 LZ1455
 LZ1455                          SUPERSEDED SURVEY CONTROL
 LZ1455
 LZ1455  NGVD 29 (??/??/92)  547.351  (m)         1795.77   (f) ADJ UNCH    2 0
 LZ1455
 LZ1455.Superseded values are not recommended for survey control.
 LZ1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1455.See file dsdata.txt to determine how the superseded data were derived.
 LZ1455
 LZ1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM677347(NAD 83)
 LZ1455_MARKER: DB = BENCH MARK DISK
 LZ1455_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1455_SP_SET: BRIDGE RAIL POST
 LZ1455_STAMPING: J 35 1934
 LZ1455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1455
 LZ1455  HISTORY     - Date     Condition        Report By
 LZ1455  HISTORY     - 1934     MONUMENTED       CGS
 LZ1455
 LZ1455                          STATION DESCRIPTION
 LZ1455
 LZ1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1455'11 MI N FROM GALETON.
 LZ1455'11.0 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 LZ1455'GALETON, POTTER COUNTY, AT BROOKLAND, ABOUT 175 FEET WEST OF
 LZ1455'THE CENTER LINE OF THE TRACK, AT STATION 188/72 ON STATE HIGHWAY
 LZ1455'449, AT 24-FOOT SPAN CONCRETE HIGHWAY BRIDGE 188/59.5, IN THE
 LZ1455'TOP OF THE NORTHEAST RAIL POST, 14 FEET EAST OF THE CENTER LINE
 LZ1455'OF THE FINISHED GRADE, AND ABOUT 3.5 FEET HIGHER THAN THE TOP OF
 LZ1455'THE FINISHED GRADE.  A STANDARD DISK, STAMPED J 35 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0678 ***********************************************************************
 MA0678  DESIGNATION -  J 350
 MA0678  PID         -  MA0678
 MA0678  STATE/COUNTY-  PA/MCKEAN
 MA0678  USGS QUAD   -  LUDLOW (1981)
 MA0678
 MA0678                         *CURRENT SURVEY CONTROL
 MA0678  ___________________________________________________________________
 MA0678* NAD 83(1986)-  41 43 13.     (N)    078 55 15.     (W)     SCALED    
 MA0678* NAVD 88     -       493.544  (meters)    1619.24   (feet)  ADJUSTED  
 MA0678  ___________________________________________________________________
 MA0678  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 MA0678  DYNAMIC HT  -         493.337 (meters)    1618.56  (feet)  COMP
 MA0678  MODELED GRAV-     980,188.7   (mgal)                       NAVD 88
 MA0678
 MA0678  VERT ORDER  -  SECOND    CLASS 0
 MA0678
 MA0678.The horizontal coordinates were scaled from a topographic map and have
 MA0678.an estimated accuracy of +/- 6 seconds.
 MA0678
 MA0678.The orthometric height was determined by differential leveling
 MA0678.and adjusted by the National Geodetic Survey in June 1991..
 MA0678
 MA0678.The geoid height was determined by GEOID03.
 MA0678
 MA0678.The dynamic height is computed by dividing the NAVD 88
 MA0678.geopotential number by the normal gravity value computed on the
 MA0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0678.degrees latitude (g = 980.6199 gals.).
 MA0678
 MA0678.The modeled gravity was interpolated from observed gravity values.
 MA0678
 MA0678;                    North         East    Units  Estimated Accuracy
 MA0678;SPC PA N     -   173,200.      502,580.      MT  (+/- 180 meters Scaled)
 MA0678
 MA0678                          SUPERSEDED SURVEY CONTROL
 MA0678
 MA0678  NGVD 29 (??/??/92)  493.674  (m)         1619.66   (f) ADJ UNCH    2 0
 MA0678
 MA0678.Superseded values are not recommended for survey control.
 MA0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0678.See file dsdata.txt to determine how the superseded data were derived.
 MA0678
 MA0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG729208(NAD 83)
 MA0678_MARKER: DB = BENCH MARK DISK
 MA0678_SETTING: 80 = SET IN A BOULDER
 MA0678_SP_SET: BOULDER
 MA0678_STAMPING: J 350 1968
 MA0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0678+STABILITY: SURFACE MOTION
 MA0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MA0678+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2006
 MA0678
 MA0678  HISTORY     - Date     Condition        Report By
 MA0678  HISTORY     - 1968     MONUMENTED       CGS
 MA0678  HISTORY     - 20010620 GOOD             USPSQD
 MA0678  HISTORY     - 20040710 GOOD             USPSQD
 MA0678  HISTORY     - 20060505 GOOD             USPSQD
 MA0678
 MA0678                          STATION DESCRIPTION
 MA0678
 MA0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MA0678'AT LUDLOW.
 MA0678'ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE
 MA0678'IN LUDLOW, SET IN THE TOP OF THE APPROXIMATE CENTER OF A 6 X 6 FOOT
 MA0678'BOULDER PROJECTING 3 FEET, 105 FEET NORTH OF THE CENTERLINE
 MA0678'OF HIGHWAY, 26 FEET NORTH OF THE APPROXIMATE CENTER OF WILDCAT
 MA0678'STREET, 135 FEET EAST OF THE JUNCTION OF THE HIGHWAY AND WILDCAT
 MA0678'STREET, 18 FEET WEST OF TELEPHONE POLE NO. 51, AND IS ABOUT 20
 MA0678'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 MA0678
 MA0678                          STATION RECOVERY (2001)
 MA0678
 MA0678'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA0678'RECOVERED IN GOOD CONDITION.
 MA0678
 MA0678                          STATION RECOVERY (2004)
 MA0678
 MA0678'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 MA0678'RECOVERED IN GOOD CONDITION.
 MA0678
 MA0678                          STATION RECOVERY (2006)
 MA0678
 MA0678'RECOVERY NOTE BY US POWER SQUADRON 2006 (SFG)
 MA0678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1492 ***********************************************************************
 LZ1492  DESIGNATION -  J 351
 LZ1492  PID         -  LZ1492
 LZ1492  STATE/COUNTY-  PA/POTTER
 LZ1492  USGS QUAD   -  BROOKLAND (1983)
 LZ1492
 LZ1492                         *CURRENT SURVEY CONTROL
 LZ1492  ___________________________________________________________________
 LZ1492* NAD 83(1986)-  41 47 20.     (N)    077 45 49.     (W)     SCALED    
 LZ1492* NAVD 88     -       489.632  (meters)    1606.40   (feet)  ADJUSTED  
 LZ1492  ___________________________________________________________________
 LZ1492  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 LZ1492  DYNAMIC HT  -         489.427 (meters)    1605.73  (feet)  COMP
 LZ1492  MODELED GRAV-     980,189.8   (mgal)                       NAVD 88
 LZ1492
 LZ1492  VERT ORDER  -  SECOND    CLASS 0
 LZ1492
 LZ1492.The horizontal coordinates were scaled from a topographic map and have
 LZ1492.an estimated accuracy of +/- 6 seconds.
 LZ1492
 LZ1492.The orthometric height was determined by differential leveling
 LZ1492.and adjusted by the National Geodetic Survey in June 1991..
 LZ1492
 LZ1492.The geoid height was determined by GEOID03.
 LZ1492
 LZ1492.The dynamic height is computed by dividing the NAVD 88
 LZ1492.geopotential number by the normal gravity value computed on the
 LZ1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1492.degrees latitude (g = 980.6199 gals.).
 LZ1492
 LZ1492.The modeled gravity was interpolated from observed gravity values.
 LZ1492
 LZ1492;                    North         East    Units  Estimated Accuracy
 LZ1492;SPC PA N     -   180,160.      598,870.      MT  (+/- 180 meters Scaled)
 LZ1492
 LZ1492                          SUPERSEDED SURVEY CONTROL
 LZ1492
 LZ1492  NGVD 29 (??/??/92)  489.758  (m)         1606.81   (f) ADJ UNCH    2 0
 LZ1492
 LZ1492.Superseded values are not recommended for survey control.
 LZ1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1492.See file dsdata.txt to determine how the superseded data were derived.
 LZ1492
 LZ1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM703300(NAD 83)
 LZ1492_MARKER: DD = SURVEY DISK
 LZ1492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1492_SP_SET: CULVERT
 LZ1492_STAMPING: J 351 1968
 LZ1492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1492
 LZ1492  HISTORY     - Date     Condition        Report By
 LZ1492  HISTORY     - UNK      MONUMENTED       PADH
 LZ1492  HISTORY     - 1968     GOOD             NGS
 LZ1492
 LZ1492                          STATION DESCRIPTION
 LZ1492
 LZ1492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ1492'7.7 MI W FROM GALETON.
 LZ1492'7.7 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH STATE
 LZ1492'HIGHWAY 144 IN GALETON, SET IN THE TOP OF THE NORTHWEST WINGWALL
 LZ1492'OF A LARGE BOX CULVERT, 240 FEET SOUTH OF THE JUNCTION OF
 LZ1492'STATE HIGHWAY 449, 30 FEET WEST OF THE CENTERLINE OF HIGHWAY, AND
 LZ1492'IS ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0075 ***********************************************************************
 MA0075  DESIGNATION -  J 352
 MA0075  PID         -  MA0075
 MA0075  STATE/COUNTY-  PA/POTTER
 MA0075  USGS QUAD   -  ROULETTE (1983)
 MA0075
 MA0075                         *CURRENT SURVEY CONTROL
 MA0075  ___________________________________________________________________
 MA0075* NAD 83(1986)-  41 46 47.     (N)    078 09 01.     (W)     SCALED    
 MA0075* NAVD 88     -       467.456  (meters)    1533.65   (feet)  ADJUSTED  
 MA0075  ___________________________________________________________________
 MA0075  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 MA0075  DYNAMIC HT  -         467.265 (meters)    1533.02  (feet)  COMP
 MA0075  MODELED GRAV-     980,199.9   (mgal)                       NAVD 88
 MA0075
 MA0075  VERT ORDER  -  SECOND    CLASS 0
 MA0075
 MA0075.The horizontal coordinates were scaled from a topographic map and have
 MA0075.an estimated accuracy of +/- 6 seconds.
 MA0075
 MA0075.The orthometric height was determined by differential leveling
 MA0075.and adjusted by the National Geodetic Survey in June 1991..
 MA0075
 MA0075.The geoid height was determined by GEOID03.
 MA0075
 MA0075.The dynamic height is computed by dividing the NAVD 88
 MA0075.geopotential number by the normal gravity value computed on the
 MA0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0075.degrees latitude (g = 980.6199 gals.).
 MA0075
 MA0075.The modeled gravity was interpolated from observed gravity values.
 MA0075
 MA0075;                    North         East    Units  Estimated Accuracy
 MA0075;SPC PA N     -   179,220.      566,720.      MT  (+/- 180 meters Scaled)
 MA0075
 MA0075                          SUPERSEDED SURVEY CONTROL
 MA0075
 MA0075  NGVD 29 (??/??/92)  467.597  (m)         1534.11   (f) ADJ UNCH    2 0
 MA0075
 MA0075.Superseded values are not recommended for survey control.
 MA0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0075.See file dsdata.txt to determine how the superseded data were derived.
 MA0075
 MA0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG368292(NAD 83)
 MA0075_MARKER: DB = BENCH MARK DISK
 MA0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0075_STAMPING: J 352 1968
 MA0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0075+STABILITY: SURFACE MOTION
 MA0075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0075+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2005
 MA0075
 MA0075  HISTORY     - Date     Condition        Report By
 MA0075  HISTORY     - 1968     MONUMENTED       CGS
 MA0075  HISTORY     - 20030707 GOOD             USPSQD
 MA0075  HISTORY     - 20051121 GOOD             USPSQD
 MA0075
 MA0075                          STATION DESCRIPTION
 MA0075
 MA0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MA0075'AT ROULETTE.
 MA0075'AT ROULETTE, 0.2 MILE EAST ALONG U.S. HIGHWAY 6 FROM THE POST
 MA0075'OFFICE IN ROULETTE, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MA0075'5-INCHES, 44 FEET NORTHWEST OF THE JUNCTION OF A DRIVEWAY, 19
 MA0075'FEET NORTH OF THE CENTERLINE OF HIGHWAY, 2.4 EAST OF A POWER LINE
 MA0075'POLE WITH TRANSFORMER, 2.4 FEET WEST OF A METAL WITNESS SIGN AND
 MA0075'IS ABOUT LEVEL WITH THE HIGHWAY.
 MA0075
 MA0075                          STATION RECOVERY (2003)
 MA0075
 MA0075'RECOVERY NOTE BY US POWER SQUADRON 2003 (SG)
 MA0075'RECOVERED IN GOOD CONDITION.
 MA0075
 MA0075                          STATION RECOVERY (2005)
 MA0075
 MA0075'RECOVERY NOTE BY US POWER SQUADRON 2005 (SG)
 MA0075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0867 ***********************************************************************
 LZ0867  DESIGNATION -  J 353
 LZ0867  PID         -  LZ0867
 LZ0867  STATE/COUNTY-  PA/TIOGA
 LZ0867  USGS QUAD   -  CROOKED CREEK (1986)
 LZ0867
 LZ0867                         *CURRENT SURVEY CONTROL
 LZ0867  ___________________________________________________________________
 LZ0867* NAD 83(1986)-  41 45 15.     (N)    077 13 57.     (W)     SCALED    
 LZ0867* NAVD 88     -       465.781  (meters)    1528.15   (feet)  ADJUSTED  
 LZ0867  ___________________________________________________________________
 LZ0867  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 LZ0867  DYNAMIC HT  -         465.579 (meters)    1527.49  (feet)  COMP
 LZ0867  MODELED GRAV-     980,176.0   (mgal)                       NAVD 88
 LZ0867
 LZ0867  VERT ORDER  -  SECOND    CLASS 0
 LZ0867
 LZ0867.The horizontal coordinates were scaled from a topographic map and have
 LZ0867.an estimated accuracy of +/- 6 seconds.
 LZ0867
 LZ0867.The orthometric height was determined by differential leveling
 LZ0867.and adjusted by the National Geodetic Survey in June 1991..
 LZ0867
 LZ0867.The geoid height was determined by GEOID03.
 LZ0867
 LZ0867.The dynamic height is computed by dividing the NAVD 88
 LZ0867.geopotential number by the normal gravity value computed on the
 LZ0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0867.degrees latitude (g = 980.6199 gals.).
 LZ0867
 LZ0867.The modeled gravity was interpolated from observed gravity values.
 LZ0867
 LZ0867;                    North         East    Units  Estimated Accuracy
 LZ0867;SPC PA N     -   176,430.      643,040.      MT  (+/- 180 meters Scaled)
 LZ0867
 LZ0867                          SUPERSEDED SURVEY CONTROL
 LZ0867
 LZ0867  NGVD 29 (??/??/92)  465.907  (m)         1528.56   (f) ADJ UNCH    2 0
 LZ0867
 LZ0867.Superseded values are not recommended for survey control.
 LZ0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0867.See file dsdata.txt to determine how the superseded data were derived.
 LZ0867
 LZ0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM143248(NAD 83)
 LZ0867_MARKER: DD = SURVEY DISK
 LZ0867_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0867_SP_SET: BRIDGE
 LZ0867_STAMPING: J 353 1968
 LZ0867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0867
 LZ0867  HISTORY     - Date     Condition        Report By
 LZ0867  HISTORY     - 1968     MONUMENTED       PADH
 LZ0867  HISTORY     - 1968     GOOD             NGS
 LZ0867
 LZ0867                          STATION DESCRIPTION
 LZ0867
 LZ0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0867'3.8 MI E FROM WELLSBORO.
 LZ0867'ABOUT 3.8 MILES EAST ALONG U.S. HIGHWAY 6 AND STATE HIGHWAY
 LZ0867'660 FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE HIGHWAYS 660
 LZ0867'AND 287 IN WELLSBORO, SET IN THE TOP OF THE SOUTHWEST WINGWALL
 LZ0867'OF A BRIDGE ON OLD HIGHWAY 6, 95.2 FEET SOUTH OF THE CENTERLINE
 LZ0867'OF THE NEW HIGHWAY, 36.7 FEET SOUTH OF TELEPHONE POLE NO. C
 LZ0867'158, 12 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE OLD
 LZ0867'HIGHWAY, 20 FEET EAST OF A POWER LINE POLE AND IS ABOUT LEVEL
 LZ0867'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0551 ***********************************************************************
 LZ0551  DESIGNATION -  J 354
 LZ0551  PID         -  LZ0551
 LZ0551  STATE/COUNTY-  PA/BRADFORD
 LZ0551  USGS QUAD   -  TROY (1983)
 LZ0551
 LZ0551                         *CURRENT SURVEY CONTROL
 LZ0551  ___________________________________________________________________
 LZ0551* NAD 83(1986)-  41 48 16.     (N)    076 52 25.     (W)     SCALED    
 LZ0551* NAVD 88     -       462.187  (meters)    1516.36   (feet)  ADJUSTED  
 LZ0551  ___________________________________________________________________
 LZ0551  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 LZ0551  DYNAMIC HT  -         461.992 (meters)    1515.72  (feet)  COMP
 LZ0551  MODELED GRAV-     980,186.8   (mgal)                       NAVD 88
 LZ0551
 LZ0551  VERT ORDER  -  SECOND    CLASS 0
 LZ0551
 LZ0551.The horizontal coordinates were scaled from a topographic map and have
 LZ0551.an estimated accuracy of +/- 6 seconds.
 LZ0551
 LZ0551.The orthometric height was determined by differential leveling
 LZ0551.and adjusted by the National Geodetic Survey in June 1991..
 LZ0551
 LZ0551.The geoid height was determined by GEOID03.
 LZ0551
 LZ0551.The dynamic height is computed by dividing the NAVD 88
 LZ0551.geopotential number by the normal gravity value computed on the
 LZ0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0551.degrees latitude (g = 980.6199 gals.).
 LZ0551
 LZ0551.The modeled gravity was interpolated from observed gravity values.
 LZ0551
 LZ0551;                    North         East    Units  Estimated Accuracy
 LZ0551;SPC PA N     -   182,250.      672,830.      MT  (+/- 180 meters Scaled)
 LZ0551
 LZ0551                          SUPERSEDED SURVEY CONTROL
 LZ0551
 LZ0551  NGVD 29 (??/??/92)  462.326  (m)         1516.81   (f) ADJ UNCH    2 0
 LZ0551
 LZ0551.Superseded values are not recommended for survey control.
 LZ0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0551.See file dsdata.txt to determine how the superseded data were derived.
 LZ0551
 LZ0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM443297(NAD 83)
 LZ0551_MARKER: DB = BENCH MARK DISK
 LZ0551_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0551_SP_SET: CULVERT
 LZ0551_STAMPING: J 354 1968
 LZ0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0551
 LZ0551  HISTORY     - Date     Condition        Report By
 LZ0551  HISTORY     - 1968     MONUMENTED       CGS
 LZ0551
 LZ0551                          STATION DESCRIPTION
 LZ0551
 LZ0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ0551'5 MI W FROM TROY.
 LZ0551'5.0 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE IN
 LZ0551'TROY, SET IN THE TOP OF THE APPROXIMATE CENTER OF CONCRETE
 LZ0551'HEADWALL OF A L SHAPED CULVERT, 17 FEET NORTH OF THE CENTERLINE
 LZ0551'OF HIGHWAY, 27 FEET SOUTHEAST OF A 12-INCH ELM TREE, 2.5 FEET
 LZ0551'EAST OF THE WEST END OF HEADWALL, AND IS ABOUT 1 FOOT ABOVE THE
 LZ0551'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1287 ***********************************************************************
 LZ1287  DESIGNATION -  J 355
 LZ1287  PID         -  LZ1287
 LZ1287  STATE/COUNTY-  PA/CLINTON
 LZ1287  USGS QUAD   -  FARRANDSVILLE (1973)
 LZ1287
 LZ1287                         *CURRENT SURVEY CONTROL
 LZ1287  ___________________________________________________________________
 LZ1287* NAD 83(1986)-  41 11 11.     (N)    077 33 21.     (W)     SCALED    
 LZ1287* NAVD 88     -       181.198  (meters)     594.48   (feet)  ADJUSTED  
 LZ1287  ___________________________________________________________________
 LZ1287  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 LZ1287  DYNAMIC HT  -         181.112 (meters)     594.20  (feet)  COMP
 LZ1287  MODELED GRAV-     980,147.3   (mgal)                       NAVD 88
 LZ1287
 LZ1287  VERT ORDER  -  SECOND    CLASS 0
 LZ1287
 LZ1287.The horizontal coordinates were scaled from a topographic map and have
 LZ1287.an estimated accuracy of +/- 6 seconds.
 LZ1287
 LZ1287.The orthometric height was determined by differential leveling
 LZ1287.and adjusted by the National Geodetic Survey in June 1991..
 LZ1287
 LZ1287.The geoid height was determined by GEOID03.
 LZ1287
 LZ1287.The dynamic height is computed by dividing the NAVD 88
 LZ1287.geopotential number by the normal gravity value computed on the
 LZ1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1287.degrees latitude (g = 980.6199 gals.).
 LZ1287
 LZ1287.The modeled gravity was interpolated from observed gravity values.
 LZ1287
 LZ1287;                    North         East    Units  Estimated Accuracy
 LZ1287;SPC PA N     -   113,260.      616,290.      MT  (+/- 180 meters Scaled)
 LZ1287
 LZ1287                          SUPERSEDED SURVEY CONTROL
 LZ1287
 LZ1287  NGVD 29 (??/??/92)  181.390  (m)          595.11   (f) ADJ UNCH    2 0
 LZ1287
 LZ1287.Superseded values are not recommended for survey control.
 LZ1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1287.See file dsdata.txt to determine how the superseded data were derived.
 LZ1287
 LZ1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL856625(NAD 83)
 LZ1287_MARKER: DD = SURVEY DISK
 LZ1287_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1287_SP_SET: BRIDGE
 LZ1287_STAMPING: J 355 1968
 LZ1287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1287
 LZ1287  HISTORY     - Date     Condition        Report By
 LZ1287  HISTORY     - 1968     MONUMENTED       PADH
 LZ1287  HISTORY     - 1968     GOOD             NGS
 LZ1287
 LZ1287                          STATION DESCRIPTION
 LZ1287
 LZ1287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ1287'8 MI NW FROM LOCK HAVEN.
 LZ1287'ABOUT 7.95 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE
 LZ1287'POST OFFICE IN LOCK HAVEN, SET IN THE TOP OF THE NORTHWEST
 LZ1287'WINGWALL OF A BRIDGE, 60 FEET WEST OF THE CENTERLINE OF THE
 LZ1287'HIGHWAY, AND IS ABOUT 15 FEET BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0088 ***********************************************************************
 LZ0088  DESIGNATION -  J 356
 LZ0088  PID         -  LZ0088
 LZ0088  STATE/COUNTY-  PA/BRADFORD
 LZ0088  USGS QUAD   -  WYALUSING (1969)
 LZ0088
 LZ0088                         *CURRENT SURVEY CONTROL
 LZ0088  ___________________________________________________________________
 LZ0088* NAD 83(1986)-  41 42 06.     (N)    076 16 30.     (W)     SCALED    
 LZ0088* NAVD 88     -       311.555  (meters)    1022.16   (feet)  ADJUSTED  
 LZ0088  ___________________________________________________________________
 LZ0088  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 LZ0088  DYNAMIC HT  -         311.432 (meters)    1021.76  (feet)  COMP
 LZ0088  MODELED GRAV-     980,217.9   (mgal)                       NAVD 88
 LZ0088
 LZ0088  VERT ORDER  -  SECOND    CLASS 0
 LZ0088
 LZ0088.The horizontal coordinates were scaled from a topographic map and have
 LZ0088.an estimated accuracy of +/- 6 seconds.
 LZ0088
 LZ0088.The orthometric height was determined by differential leveling
 LZ0088.and adjusted by the National Geodetic Survey in June 1991..
 LZ0088
 LZ0088.The geoid height was determined by GEOID03.
 LZ0088
 LZ0088.The dynamic height is computed by dividing the NAVD 88
 LZ0088.geopotential number by the normal gravity value computed on the
 LZ0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0088.degrees latitude (g = 980.6199 gals.).
 LZ0088
 LZ0088.The modeled gravity was interpolated from observed gravity values.
 LZ0088
 LZ0088;                    North         East    Units  Estimated Accuracy
 LZ0088;SPC PA N     -   171,520.      722,760.      MT  (+/- 180 meters Scaled)
 LZ0088
 LZ0088                          SUPERSEDED SURVEY CONTROL
 LZ0088
 LZ0088  NGVD 29 (??/??/92)  311.766  (m)         1022.85   (f) ADJ UNCH    2 0
 LZ0088
 LZ0088.Superseded values are not recommended for survey control.
 LZ0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0088.See file dsdata.txt to determine how the superseded data were derived.
 LZ0088
 LZ0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM939174(NAD 83)
 LZ0088_MARKER: DB = BENCH MARK DISK
 LZ0088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0088_SP_SET: CULVERT
 LZ0088_STAMPING: J 356 1968
 LZ0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0088
 LZ0088  HISTORY     - Date     Condition        Report By
 LZ0088  HISTORY     - 1968     MONUMENTED       CGS
 LZ0088
 LZ0088                          STATION DESCRIPTION
 LZ0088
 LZ0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ0088'2.8 MI NW FROM WYALUSING.
 LZ0088'2.75 MILES NORTHWEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH
 LZ0088'U.S. HIGHWAY 106 IN WYALUSING, SET IN THE TOP OF THE SOUTH END
 LZ0088'OF THE EAST HEADWALL OF A LARGE ARCHED CONCRETE HEADWALL OF A
 LZ0088'CULVERT, 19 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 13 FEET
 LZ0088'NORTH OF TELEPHONE POLE NO. WMA 3, 0.5 FOOT NORTH OF THE SOUTH
 LZ0088'END OF HEADWALL AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE
 LZ0088'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0023 ***********************************************************************
 LZ0023  DESIGNATION -  J 357
 LZ0023  PID         -  LZ0023
 LZ0023  STATE/COUNTY-  PA/BRADFORD
 LZ0023  USGS QUAD   -  LACEYVILLE (1998)
 LZ0023
 LZ0023                         *CURRENT SURVEY CONTROL
 LZ0023  ___________________________________________________________________
 LZ0023* NAD 83(1986)-  41 40 19.     (N)    076 12 58.     (W)     SCALED    
 LZ0023* NAVD 88     -       201.677  (meters)     661.67   (feet)  ADJUSTED  
 LZ0023  ___________________________________________________________________
 LZ0023  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 LZ0023  DYNAMIC HT  -         201.595 (meters)     661.40  (feet)  COMP
 LZ0023  MODELED GRAV-     980,212.8   (mgal)                       NAVD 88
 LZ0023
 LZ0023  VERT ORDER  -  SECOND    CLASS 0
 LZ0023
 LZ0023.The horizontal coordinates were scaled from a topographic map and have
 LZ0023.an estimated accuracy of +/- 6 seconds.
 LZ0023
 LZ0023.The orthometric height was determined by differential leveling
 LZ0023.and adjusted by the National Geodetic Survey in June 1991..
 LZ0023
 LZ0023.The geoid height was determined by GEOID03.
 LZ0023
 LZ0023.The dynamic height is computed by dividing the NAVD 88
 LZ0023.geopotential number by the normal gravity value computed on the
 LZ0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0023.degrees latitude (g = 980.6199 gals.).
 LZ0023
 LZ0023.The modeled gravity was interpolated from observed gravity values.
 LZ0023
 LZ0023;                    North         East    Units  Estimated Accuracy
 LZ0023;SPC PA N     -   168,300.      727,720.      MT  (+/- 180 meters Scaled)
 LZ0023
 LZ0023                          SUPERSEDED SURVEY CONTROL
 LZ0023
 LZ0023  NGVD 29 (??/??/92)  201.881  (m)          662.34   (f) ADJ UNCH    2 0
 LZ0023
 LZ0023.Superseded values are not recommended for survey control.
 LZ0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0023.See file dsdata.txt to determine how the superseded data were derived.
 LZ0023
 LZ0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM987140(NAD 83)
 LZ0023_MARKER: DD = SURVEY DISK
 LZ0023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0023_SP_SET: CULVERT
 LZ0023_STAMPING: J 357 1968
 LZ0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0023
 LZ0023  HISTORY     - Date     Condition        Report By
 LZ0023  HISTORY     - 1968     MONUMENTED       PADH
 LZ0023  HISTORY     - 1968     GOOD             NGS
 LZ0023
 LZ0023                          STATION DESCRIPTION
 LZ0023
 LZ0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0023'3.4 MI E FROM WYALUSING.
 LZ0023'3.4 MILES EAST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH U.S.
 LZ0023'HIGHWAY 106 IN WYALUSING, APPROXIMATELY 120 FEET SOUTH OF THE
 LZ0023'CENTERLINE OF HIGHWAY, 140 FEET NORTH OF THE RAILROAD, ABOUT 3
 LZ0023'FEET BELOW THE LEVEL OF THE TRACK, SET IN THE TOP OF THE
 LZ0023'SOUTHWEST WINGWALL OF A LARGE BOX CULVERT AND IS ABOUT 50 FEET
 LZ0023'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2439 ***********************************************************************
 KW2439  DESIGNATION -  J 358
 KW2439  PID         -  KW2439
 KW2439  STATE/COUNTY-  PA/CENTRE
 KW2439  USGS QUAD   -  MINGOVILLE (1983)
 KW2439
 KW2439                         *CURRENT SURVEY CONTROL
 KW2439  ___________________________________________________________________
 KW2439* NAD 83(1986)-  40 59 02.     (N)    077 43 26.     (W)     SCALED    
 KW2439* NAVD 88     -       229.900  (meters)     754.26   (feet)  ADJUSTED  
 KW2439  ___________________________________________________________________
 KW2439  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KW2439  DYNAMIC HT  -         229.792 (meters)     753.91  (feet)  COMP
 KW2439  MODELED GRAV-     980,147.6   (mgal)                       NAVD 88
 KW2439
 KW2439  VERT ORDER  -  SECOND    CLASS 0
 KW2439
 KW2439.The horizontal coordinates were scaled from a topographic map and have
 KW2439.an estimated accuracy of +/- 6 seconds.
 KW2439
 KW2439.The orthometric height was determined by differential leveling
 KW2439.and adjusted by the National Geodetic Survey in June 1991..
 KW2439
 KW2439.The geoid height was determined by GEOID03.
 KW2439
 KW2439.The dynamic height is computed by dividing the NAVD 88
 KW2439.geopotential number by the normal gravity value computed on the
 KW2439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2439.degrees latitude (g = 980.6199 gals.).
 KW2439
 KW2439.The modeled gravity was interpolated from observed gravity values.
 KW2439
 KW2439;                    North         East    Units  Estimated Accuracy
 KW2439;SPC PA N     -    90,760.      602,200.      MT  (+/- 180 meters Scaled)
 KW2439
 KW2439                          SUPERSEDED SURVEY CONTROL
 KW2439
 KW2439  NGVD 29 (??/??/??)  230.105  (m)          754.94   (f) ADJUSTED    2 0
 KW2439
 KW2439.Superseded values are not recommended for survey control.
 KW2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2439.See file dsdata.txt to determine how the superseded data were derived.
 KW2439
 KW2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL708405(NAD 83)
 KW2439_MARKER: DB = BENCH MARK DISK
 KW2439_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2439_SP_SET: CULVERT
 KW2439_STAMPING: J 358 1969
 KW2439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2439
 KW2439  HISTORY     - Date     Condition        Report By
 KW2439  HISTORY     - 1969     MONUMENTED       CGS
 KW2439  HISTORY     - 1972     GOOD             PADT
 KW2439
 KW2439                          STATION DESCRIPTION
 KW2439
 KW2439'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 KW2439'4.4 MI NE FROM MILESBURG.
 KW2439'ABOUT 3.1 MILES NORTHEAST ALONG U.S. HIGHWAY 220 FROM ITS
 KW2439'JUNCTION WITH INTERSTATE HIGHWAY 80, WHICH IS ABOUT 1.3 MILES
 KW2439'NORTHEAST OF MILESBURG, 300 FEET NORTHEAST OF THE TOP OF A
 KW2439'SMALL HILL AND A HIGHWAY CUT, 57 FEET SOUTH OF THE SOUTHWEST
 KW2439'END OF A METAL GUARD RAIL, 30.5 FEET SOUTHEAST OF THE
 KW2439'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE APPROXIMATE
 KW2439'CENTER OF BACKWALL OF A BOX CULVERT AND IS ABOUT 3 FEET BELOW
 KW2439'THE LEVEL OF THE HIGHWAY.
 KW2439
 KW2439                          STATION RECOVERY (1972)
 KW2439
 KW2439'RECOVERY NOTE BY PA DEPT OF TRANSP 1972
 KW2439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0043 ***********************************************************************
 LZ0043  DESIGNATION -  J 359
 LZ0043  PID         -  LZ0043
 LZ0043  STATE/COUNTY-  PA/BRADFORD
 LZ0043  USGS QUAD   -  MONROETON (1982)
 LZ0043
 LZ0043                         *CURRENT SURVEY CONTROL
 LZ0043  ___________________________________________________________________
 LZ0043* NAD 83(1986)-  41 39 32.     (N)    076 26 51.     (W)     SCALED    
 LZ0043* NAVD 88     -       291.299  (meters)     955.70   (feet)  ADJUSTED  
 LZ0043  ___________________________________________________________________
 LZ0043  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 LZ0043  DYNAMIC HT  -         291.178 (meters)     955.31  (feet)  COMP
 LZ0043  MODELED GRAV-     980,199.1   (mgal)                       NAVD 88
 LZ0043
 LZ0043  VERT ORDER  -  SECOND    CLASS 0
 LZ0043
 LZ0043.The horizontal coordinates were scaled from a topographic map and have
 LZ0043.an estimated accuracy of +/- 6 seconds.
 LZ0043
 LZ0043.The orthometric height was determined by differential leveling
 LZ0043.and adjusted by the National Geodetic Survey in June 1991..
 LZ0043
 LZ0043.The geoid height was determined by GEOID03.
 LZ0043
 LZ0043.The dynamic height is computed by dividing the NAVD 88
 LZ0043.geopotential number by the normal gravity value computed on the
 LZ0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0043.degrees latitude (g = 980.6199 gals.).
 LZ0043
 LZ0043.The modeled gravity was interpolated from observed gravity values.
 LZ0043
 LZ0043;                    North         East    Units  Estimated Accuracy
 LZ0043;SPC PA N     -   166,530.      708,480.      MT  (+/- 180 meters Scaled)
 LZ0043
 LZ0043                          SUPERSEDED SURVEY CONTROL
 LZ0043
 LZ0043  NGVD 29 (??/??/92)  291.483  (m)          956.31   (f) ADJ UNCH    2 0
 LZ0043
 LZ0043.Superseded values are not recommended for survey control.
 LZ0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0043.See file dsdata.txt to determine how the superseded data were derived.
 LZ0043
 LZ0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM794129(NAD 83)
 LZ0043_MARKER: DB = BENCH MARK DISK
 LZ0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0043_STAMPING: J 359 1969
 LZ0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0043+STABILITY: SURFACE MOTION
 LZ0043
 LZ0043  HISTORY     - Date     Condition        Report By
 LZ0043  HISTORY     - 1969     MONUMENTED       CGS
 LZ0043
 LZ0043                          STATION DESCRIPTION
 LZ0043
 LZ0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LZ0043'4.6 MI NE FROM NEW ALBANY.
 LZ0043'4.6 MILES NORTHEAST ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE
 LZ0043'IN NEW ALBANY, ABOUT 4.8 MILES SOUTH OF THE JUNCTION OF U.S.
 LZ0043'HIGHWAY 220 AND STATE HIGHWAY 414 IN MONROETON, 76 FEET NORTHWEST
 LZ0043'OF TELEPHONE POLE NO. J 197, 55 FEET WEST OF THE CENTERLINE
 LZ0043'OF THE HIGHWAY, 36 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 LZ0043'SIDE ROAD, 22.5 FEET EAST OF THE EAST RAIL OF THE LEHIGH RAILROAD,
 LZ0043'3.3 FEET SOUTHEAST OF A METAL WITNESS SIGN, SET IN THE TOP OF A
 LZ0043'CONCRETE POST PROJECTING 4-INCHES AND IS ABOUT LEVEL WITH THE
 LZ0043'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1516 ***********************************************************************
 KW1516  DESIGNATION -  J 36
 KW1516  PID         -  KW1516
 KW1516  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW1516  USGS QUAD   -  TREVORTON (1977)
 KW1516
 KW1516                         *CURRENT SURVEY CONTROL
 KW1516  ___________________________________________________________________
 KW1516* NAD 83(1986)-  40 52 09.     (N)    076 42 47.     (W)     SCALED    
 KW1516* NAVD 88     -       148.831  (meters)     488.29   (feet)  ADJUSTED  
 KW1516  ___________________________________________________________________
 KW1516  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KW1516  DYNAMIC HT  -         148.766 (meters)     488.08  (feet)  COMP
 KW1516  MODELED GRAV-     980,183.5   (mgal)                       NAVD 88
 KW1516
 KW1516  VERT ORDER  -  SECOND    CLASS 0
 KW1516
 KW1516.The horizontal coordinates were scaled from a topographic map and have
 KW1516.an estimated accuracy of +/- 6 seconds.
 KW1516
 KW1516.The orthometric height was determined by differential leveling
 KW1516.and adjusted by the National Geodetic Survey in June 1991..
 KW1516
 KW1516.The geoid height was determined by GEOID03.
 KW1516
 KW1516.The dynamic height is computed by dividing the NAVD 88
 KW1516.geopotential number by the normal gravity value computed on the
 KW1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1516.degrees latitude (g = 980.6199 gals.).
 KW1516
 KW1516.The modeled gravity was interpolated from observed gravity values.
 KW1516
 KW1516;                    North         East    Units  Estimated Accuracy
 KW1516;SPC PA N     -    78,540.      687,410.      MT  (+/- 180 meters Scaled)
 KW1516
 KW1516                          SUPERSEDED SURVEY CONTROL
 KW1516
 KW1516  NGVD 29 (??/??/??)  149.069  (m)          489.07   (f) ADJUSTED    2 0
 KW1516
 KW1516.Superseded values are not recommended for survey control.
 KW1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1516.See file dsdata.txt to determine how the superseded data were derived.
 KW1516
 KW1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL556256(NAD 83)
 KW1516_MARKER: DB = BENCH MARK DISK
 KW1516_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1516_SP_SET: CULVERT
 KW1516_STAMPING: J 36 1934
 KW1516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1516
 KW1516  HISTORY     - Date     Condition        Report By
 KW1516  HISTORY     - 1934     MONUMENTED       CGS
 KW1516  HISTORY     - 1968     GOOD             USGS
 KW1516
 KW1516                          STATION DESCRIPTION
 KW1516
 KW1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1516'4.3 MI E FROM SUNBURY.
 KW1516'4.3 MILES EAST ALONG THE READING CO. RAILWAY FROM SUNBURY,
 KW1516'NORTHUMBERLAND COUNTY, AT STONE ARCH CULVERT 151/82, IN THE
 KW1516'CENTER OF THE WEST END, 3.5 FEET WEST OF THE CENTER LINE OF
 KW1516'THE TRACK, AND ABOUT 7 FEET LOWER THAN THE TOP OF THE RAIL.
 KW1516'A STANDARD DISK, STAMPED J 36 1934.
 KW1516
 KW1516                          STATION RECOVERY (1968)
 KW1516
 KW1516'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KW1516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0335 ***********************************************************************
 LZ0335  DESIGNATION -  J 360
 LZ0335  PID         -  LZ0335
 LZ0335  STATE/COUNTY-  PA/LYCOMING
 LZ0335  USGS QUAD   -  PICTURE ROCKS (1983)
 LZ0335
 LZ0335                         *CURRENT SURVEY CONTROL
 LZ0335  ___________________________________________________________________
 LZ0335* NAD 83(1986)-  41 16 34.     (N)    076 42 48.     (W)     SCALED    
 LZ0335* NAVD 88     -       197.135  (meters)     646.77   (feet)  ADJUSTED  
 LZ0335  ___________________________________________________________________
 LZ0335  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 LZ0335  DYNAMIC HT  -         197.051 (meters)     646.49  (feet)  COMP
 LZ0335  MODELED GRAV-     980,197.6   (mgal)                       NAVD 88
 LZ0335
 LZ0335  VERT ORDER  -  SECOND    CLASS 0
 LZ0335
 LZ0335.The horizontal coordinates were scaled from a topographic map and have
 LZ0335.an estimated accuracy of +/- 6 seconds.
 LZ0335
 LZ0335.The orthometric height was determined by differential leveling
 LZ0335.and adjusted by the National Geodetic Survey in June 1991..
 LZ0335
 LZ0335.The geoid height was determined by GEOID03.
 LZ0335
 LZ0335.The dynamic height is computed by dividing the NAVD 88
 LZ0335.geopotential number by the normal gravity value computed on the
 LZ0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0335.degrees latitude (g = 980.6199 gals.).
 LZ0335
 LZ0335.The modeled gravity was interpolated from observed gravity values.
 LZ0335
 LZ0335;                    North         East    Units  Estimated Accuracy
 LZ0335;SPC PA N     -   123,730.      686,850.      MT  (+/- 180 meters Scaled)
 LZ0335
 LZ0335                          SUPERSEDED SURVEY CONTROL
 LZ0335
 LZ0335  NGVD 29 (??/??/92)  197.331  (m)          647.41   (f) ADJ UNCH    2 0
 LZ0335
 LZ0335.Superseded values are not recommended for survey control.
 LZ0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0335.See file dsdata.txt to determine how the superseded data were derived.
 LZ0335
 LZ0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL565708(NAD 83)
 LZ0335_MARKER: DD = SURVEY DISK
 LZ0335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0335_SP_SET: BRIDGE
 LZ0335_STAMPING: J 360 1969
 LZ0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0335
 LZ0335  HISTORY     - Date     Condition        Report By
 LZ0335  HISTORY     - 1969     MONUMENTED       PADH
 LZ0335  HISTORY     - 1969     GOOD             NGS
 LZ0335
 LZ0335                          STATION DESCRIPTION
 LZ0335
 LZ0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ0335'0.2 MI SW FROM PICTURE ROCKS.
 LZ0335'AT PICTURE ROCKS, ABOUT 0.25 MILES SOUTHWEST ALONG U.S. HIGHWAY
 LZ0335'220 FROM THE POST OFFICE IN PICTURE ROCKS, 21 FEET EAST OF THE
 LZ0335'CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST
 LZ0335'WINGWALL OF A BRIDGE OVER MUNCY CREEK, AND IS ABOUT LEVEL WITH
 LZ0335'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2803 ***********************************************************************
 KV2803  DESIGNATION -  J 361
 KV2803  PID         -  KV2803
 KV2803  STATE/COUNTY-  PA/CARBON
 KV2803  USGS QUAD   -  LEHIGHTON (1997)
 KV2803
 KV2803                         *CURRENT SURVEY CONTROL
 KV2803  ___________________________________________________________________
 KV2803* NAD 83(1986)-  40 50 14.     (N)    075 41 06.     (W)     SCALED    
 KV2803* NAVD 88     -       184.034  (meters)     603.78   (feet)  ADJUSTED  
 KV2803  ___________________________________________________________________
 KV2803  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KV2803  DYNAMIC HT  -         183.947 (meters)     603.50  (feet)  COMP
 KV2803  MODELED GRAV-     980,148.6   (mgal)                       NAVD 88
 KV2803
 KV2803  VERT ORDER  -  SECOND    CLASS 0
 KV2803
 KV2803.The horizontal coordinates were scaled from a topographic map and have
 KV2803.an estimated accuracy of +/- 6 seconds.
 KV2803
 KV2803.The orthometric height was determined by differential leveling
 KV2803.and adjusted by the National Geodetic Survey in June 1991..
 KV2803
 KV2803.The geoid height was determined by GEOID03.
 KV2803
 KV2803.The dynamic height is computed by dividing the NAVD 88
 KV2803.geopotential number by the normal gravity value computed on the
 KV2803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2803.degrees latitude (g = 980.6199 gals.).
 KV2803
 KV2803.The modeled gravity was interpolated from observed gravity values.
 KV2803
 KV2803;                    North         East    Units  Estimated Accuracy
 KV2803;SPC PA N     -    76,540.      774,150.      MT  (+/- 180 meters Scaled)
 KV2803
 KV2803                          SUPERSEDED SURVEY CONTROL
 KV2803
 KV2803  NGVD 29 (??/??/??)  184.239  (m)          604.46   (f) ADJUSTED    2 0
 KV2803
 KV2803.Superseded values are not recommended for survey control.
 KV2803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2803.See file dsdata.txt to determine how the superseded data were derived.
 KV2803
 KV2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL422209(NAD 83)
 KV2803_MARKER: DB = BENCH MARK DISK
 KV2803_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2803_SP_SET: CULVERT
 KV2803_STAMPING: J 361 1969
 KV2803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2803
 KV2803  HISTORY     - Date     Condition        Report By
 KV2803  HISTORY     - 1969     MONUMENTED       CGS
 KV2803
 KV2803                          STATION DESCRIPTION
 KV2803
 KV2803'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 KV2803'0.9 MI E FROM WEISSPORT.
 KV2803'ABOUT 0.9 MILE EAST ALONG U.S. HIGHWAY 209 FROM ITS JUNCTION
 KV2803'WITH STATE HIGHWAY 248 AT WEISSPORT, 28.2 FEET SOUTH OF THE
 KV2803'CENTERLINE OF THE HIGHWAY, 23 FEET EAST OF THE APPROXIMATE
 KV2803'CENTER OF A SIDEROAD, 32 FEET NORTH OF THE NORTHWEST CORNER
 KV2803'OF A WHITE HOUSE, SET IN THE TOP OF THE APPROXIMATE CENTER OF
 KV2803'BACKWALL OF A BOX CULVERT, AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0126 ***********************************************************************
 ND0126  DESIGNATION -  J 362
 ND0126  PID         -  ND0126
 ND0126  STATE/COUNTY-  PA/ERIE
 ND0126  USGS QUAD   -  SWANVILLE (1990)
 ND0126
 ND0126                         *CURRENT SURVEY CONTROL
 ND0126  ___________________________________________________________________
 ND0126* NAD 83(1986)-  42 06 16.     (N)    080 07 51.     (W)     SCALED    
 ND0126* NAVD 88     -       214.104  (meters)     702.44   (feet)  ADJUSTED  
 ND0126  ___________________________________________________________________
 ND0126  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 ND0126  DYNAMIC HT  -         214.027 (meters)     702.19  (feet)  COMP
 ND0126  MODELED GRAV-     980,258.6   (mgal)                       NAVD 88
 ND0126
 ND0126  VERT ORDER  -  FIRST     CLASS II
 ND0126
 ND0126.The horizontal coordinates were scaled from a topographic map and have
 ND0126.an estimated accuracy of +/- 6 seconds.
 ND0126
 ND0126.The orthometric height was determined by differential leveling
 ND0126.and adjusted by the National Geodetic Survey in June 1991..
 ND0126
 ND0126.The geoid height was determined by GEOID03.
 ND0126
 ND0126.The dynamic height is computed by dividing the NAVD 88
 ND0126.geopotential number by the normal gravity value computed on the
 ND0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0126.degrees latitude (g = 980.6199 gals.).
 ND0126
 ND0126.The modeled gravity was interpolated from observed gravity values.
 ND0126
 ND0126;                    North         East    Units  Estimated Accuracy
 ND0126;SPC PA N     -   217,910.      403,090.      MT  (+/- 180 meters Scaled)
 ND0126
 ND0126                          SUPERSEDED SURVEY CONTROL
 ND0126
 ND0126  NGVD 29 (06/03/92)  214.286  (m)          703.04   (f) ADJUSTED    1 2
 ND0126
 ND0126.Superseded values are not recommended for survey control.
 ND0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0126.See file dsdata.txt to determine how the superseded data were derived.
 ND0126
 ND0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG718617(NAD 83)
 ND0126_MARKER: I = METAL ROD
 ND0126_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ND0126_SP_SET: STAINLESS STEEL ROD
 ND0126_STAMPING: J 362 1981
 ND0126_MARK LOGO: NGS   
 ND0126_PROJECTION: FLUSH
 ND0126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0126_ROD/PIPE-DEPTH: 12.4 meters
 ND0126
 ND0126  HISTORY     - Date     Condition        Report By
 ND0126  HISTORY     - 1981     MONUMENTED       NGS
 ND0126
 ND0126                          STATION DESCRIPTION
 ND0126
 ND0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ND0126'4.7 KM (2.9 MI) SW FROM ERIE.
 ND0126'4.7 KILOMETERS (2.9 MILES) SOUTHWEST ALONG WEST 12TH STREET (STATE
 ND0126'HIGHWAY 5) FROM THE INTERSECTION OF STATE
 ND0126'STREET IN ERIE TO THE INTERSECTION
 ND0126'OF PITTSBURG AVENUE AND THE MARK ON THE LEFT, THE MARK IS ON THE
 ND0126'SOUTHWEST SIDE OF THE UNION BANK IN THE CURBED SHRUBERY PLANTER AND
 ND0126'SOUTHWEST OF THE CONCRETE BASE OF AN ALUMINUM LAMP POST WITH FOUR
 ND0126'SECURITY LIGHTS, 37.18 METERS (122.0 FEET) SOUTHEAST OF THE SOUTHEAST
 ND0126'CURB OF WEST 12TH STREET, 11.27 METERS (37.0 FEET) SOUTH OF THE WEST
 ND0126'CORNER OF THE BANK, 11.27 METERS (37.0 FEET) WEST OF THE SOUTH CORNER
 ND0126'OF THE BANK, 1.82 METERS (6.0 FEET) SOUTHWEST OF THE SOUTHWEST FACE OF
 ND0126'THE CONCRETE BASE OF THE LAMP POST AND 0.48 METER (1.6 FEET) NORTHEAST
 ND0126'OF THE NORTHEAST EDGE OF THE CONCRETE CURB OF THE SHRUBERY PLANTER.
 ND0126'THE MARK IS 0.18 M ABOVE PAVED PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2876 ***********************************************************************
 KV2876  DESIGNATION -  J 362
 KV2876  PID         -  KV2876
 KV2876  STATE/COUNTY-  PA/NORTHAMPTON
 KV2876  USGS QUAD   -  PORTLAND (1997)
 KV2876
 KV2876                         *CURRENT SURVEY CONTROL
 KV2876  ___________________________________________________________________
 KV2876* NAD 83(1986)-  40 57 29.     (N)    075 07 17.     (W)     SCALED    
 KV2876* NAVD 88     -       109.137  (meters)     358.06   (feet)  ADJUSTED  
 KV2876  ___________________________________________________________________
 KV2876  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KV2876  DYNAMIC HT  -         109.088 (meters)     357.90  (feet)  COMP
 KV2876  MODELED GRAV-     980,173.0   (mgal)                       NAVD 88
 KV2876
 KV2876  VERT ORDER  -  FIRST     CLASS II
 KV2876
 KV2876.The horizontal coordinates were scaled from a topographic map and have
 KV2876.an estimated accuracy of +/- 6 seconds.
 KV2876
 KV2876.The orthometric height was determined by differential leveling
 KV2876.and adjusted by the National Geodetic Survey in June 1991..
 KV2876
 KV2876.The geoid height was determined by GEOID03.
 KV2876
 KV2876.The dynamic height is computed by dividing the NAVD 88
 KV2876.geopotential number by the normal gravity value computed on the
 KV2876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2876.degrees latitude (g = 980.6199 gals.).
 KV2876
 KV2876.The modeled gravity was interpolated from observed gravity values.
 KV2876
 KV2876;                    North         East    Units  Estimated Accuracy
 KV2876;SPC PA S     -   183,700.      821,270.      MT  (+/- 180 meters Scaled)
 KV2876
 KV2876                          SUPERSEDED SURVEY CONTROL
 KV2876
 KV2876.No superseded survey control is available for this station.
 KV2876
 KV2876_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL897341(NAD 83)
 KV2876_MARKER: DB = BENCH MARK DISK
 KV2876_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2876_SP_SET: STAINLESS STEEL ROD
 KV2876_STAMPING: J 362 1978
 KV2876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2876
 KV2876  HISTORY     - Date     Condition        Report By
 KV2876  HISTORY     - 1978     MONUMENTED       NGS
 KV2876  HISTORY     - 19940925 MARK NOT FOUND   USPSQD
 KV2876  HISTORY     - 20030501 MARK NOT FOUND   PADT
 KV2876  HISTORY     - 20030505 GOOD             PADT
 KV2876
 KV2876                          STATION DESCRIPTION
 KV2876
 KV2876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2876'2.7 MI SE FROM DELAWARE WATER GAP.
 KV2876'2.7 MILES SOUTHEAST ALONG STATE HIGHWAY 611 FROM THE POST OFFICE AT
 KV2876'DELAWARE WATER GAP, 3 MILES NORTHWEST ALONG STATE HIGHWAY 611 FROM
 KV2876'THE TOLL BRIDGE OVERCROSSING AT PORTLAND, AT THE SOUTH EDGE OF A
 KV2876'ROAD SIDE PARK, 36 FEET SOUTHEAST OF A SIGN, ARROW ISLAND
 KV2876'INTERPETIVE TRAIL, 43 FEET FROM THE CENTER LINE OF THE HIGHWAY,
 KV2876'60 FEET SOUTH OF THE APPROXIMATE CENTER OF THE SOUTH ENTRANCE OF
 KV2876'THE PARK AND 20.5 FEET SOUTHWEST OF A YIELD, HIGHWAY SIGN.
 KV2876
 KV2876                          STATION RECOVERY (1994)
 KV2876
 KV2876'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV2876'MARK NOT FOUND.
 KV2876
 KV2876                          STATION RECOVERY (2003)
 KV2876
 KV2876'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (PJN)
 KV2876'POSITION FALLS IN DRIVEWAY AT PARK LOCATION. PARK AREA WAS
 KV2876'RECONSTRUCTED IN THE LATE 1960S
 KV2876
 KV2876                          STATION RECOVERY (2003)
 KV2876
 KV2876'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (PJN)
 KV2876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1714 ***********************************************************************
 MB1714  DESIGNATION -  J 363
 MB1714  PID         -  MB1714
 MB1714  STATE/COUNTY-  PA/ERIE
 MB1714  USGS QUAD   -  EAST SPRINGFIELD (1990)
 MB1714
 MB1714                         *CURRENT SURVEY CONTROL
 MB1714  ___________________________________________________________________
 MB1714* NAD 83(1986)-  41 57 49.     (N)    080 25 08.     (W)     SCALED    
 MB1714* NAVD 88     -       222.891  (meters)     731.27   (feet)  ADJUSTED  
 MB1714  ___________________________________________________________________
 MB1714  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 MB1714  DYNAMIC HT  -         222.809 (meters)     731.00  (feet)  COMP
 MB1714  MODELED GRAV-     980,253.1   (mgal)                       NAVD 88
 MB1714
 MB1714  VERT ORDER  -  FIRST     CLASS II
 MB1714
 MB1714.The horizontal coordinates were scaled from a topographic map and have
 MB1714.an estimated accuracy of +/- 6 seconds.
 MB1714
 MB1714.The orthometric height was determined by differential leveling
 MB1714.and adjusted by the National Geodetic Survey in June 1991..
 MB1714
 MB1714.The geoid height was determined by GEOID03.
 MB1714
 MB1714.The dynamic height is computed by dividing the NAVD 88
 MB1714.geopotential number by the normal gravity value computed on the
 MB1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1714.degrees latitude (g = 980.6199 gals.).
 MB1714
 MB1714.The modeled gravity was interpolated from observed gravity values.
 MB1714
 MB1714;                    North         East    Units  Estimated Accuracy
 MB1714;SPC PA N     -   202,970.      378,790.      MT  (+/- 180 meters Scaled)
 MB1714
 MB1714                          SUPERSEDED SURVEY CONTROL
 MB1714
 MB1714  NGVD 29 (06/03/92)  223.086  (m)          731.91   (f) ADJUSTED    1 2
 MB1714
 MB1714.Superseded values are not recommended for survey control.
 MB1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1714.See file dsdata.txt to determine how the superseded data were derived.
 MB1714
 MB1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG481458(NAD 83)
 MB1714_MARKER: I = METAL ROD
 MB1714_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1714_SP_SET: STAINLESS STEEL ROD
 MB1714_STAMPING: J 363 1981
 MB1714_MARK LOGO: NGS   
 MB1714_PROJECTION: FLUSH
 MB1714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1714_ROD/PIPE-DEPTH: 17.6 meters
 MB1714
 MB1714  HISTORY     - Date     Condition        Report By
 MB1714  HISTORY     - 1981     MONUMENTED       NGS
 MB1714
 MB1714                          STATION DESCRIPTION
 MB1714
 MB1714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1714'5.1 KM (3.2 MI) NE FROM WEST SPRINGFIELD.
 MB1714'5.1 KILOMETERS (3.2 MILES) NORTHEAST ALONG US HIGHWAY 20 FROM THE US
 MB1714'POST OFFICE IN WEST SPRINGFIELD TO THE MARK ON THE LEFT, THE MARK IS
 MB1714'IN AN OPEN FIELD SOUTHEAST OF A 36-INCH METAL MANHOLE COVER INSCRIBED
 MB1714'PENN ELECTRIC, 0.08 KILOMETER (0.05 MILE) SOUTHWEST OF THE ENTRANCE
 MB1714'DRIVEWAY OF A TWO-STORY HOUSE, OWNED BY STEVE TOTH, ROUTE 1 BOX 164,
 MB1714'HIGHWAY 20, 9.44 METERS (31.0 FEET) NORTHWEST OF THE CENTER LINE OF
 MB1714'THE SOUTHWESTBOUND LANE OF THE HIGHWAY, 5.33 METERS (17.5 FEET)
 MB1714'SOUTHEAST OF THE CENTER OF THE 36-INCH METAL MANHOLE COVER AND
 MB1714'2.28 METERS (7.5 FEET) SOUTHEAST OF A TELEPHONE CABLE JUNCTION BOX.
 MB1714'THE MARK IS 0.40 METERS  SW FROM A WITNESS POST.
 MB1714'THE MARK IS 0.30 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2900 ***********************************************************************
 KV2900  DESIGNATION -  J 363
 KV2900  PID         -  KV2900
 KV2900  STATE/COUNTY-  PA/NORTHAMPTON
 KV2900  USGS QUAD   -  WIND GAP (1983)
 KV2900
 KV2900                         *CURRENT SURVEY CONTROL
 KV2900  ___________________________________________________________________
 KV2900* NAD 83(1986)-  40 45 14.     (N)    075 15 35.     (W)     SCALED    
 KV2900* NAVD 88     -       108.826  (meters)     357.04   (feet)  ADJUSTED  
 KV2900  ___________________________________________________________________
 KV2900  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 KV2900  DYNAMIC HT  -         108.774 (meters)     356.87  (feet)  COMP
 KV2900  MODELED GRAV-     980,152.8   (mgal)                       NAVD 88
 KV2900
 KV2900  VERT ORDER  -  FIRST     CLASS II
 KV2900
 KV2900.The horizontal coordinates were scaled from a topographic map and have
 KV2900.an estimated accuracy of +/- 6 seconds.
 KV2900
 KV2900.The orthometric height was determined by differential leveling
 KV2900.and adjusted by the National Geodetic Survey in June 1991..
 KV2900
 KV2900.The geoid height was determined by GEOID03.
 KV2900
 KV2900.The dynamic height is computed by dividing the NAVD 88
 KV2900.geopotential number by the normal gravity value computed on the
 KV2900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2900.degrees latitude (g = 980.6199 gals.).
 KV2900
 KV2900.The modeled gravity was interpolated from observed gravity values.
 KV2900
 KV2900;                    North         East    Units  Estimated Accuracy
 KV2900;SPC PA S     -   160,700.      810,260.      MT  (+/- 180 meters Scaled)
 KV2900
 KV2900                          SUPERSEDED SURVEY CONTROL
 KV2900
 KV2900.No superseded survey control is available for this station.
 KV2900
 KV2900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL780114(NAD 83)
 KV2900_MARKER: DB = BENCH MARK DISK
 KV2900_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2900_SP_SET: STAINLESS STEEL ROD
 KV2900_STAMPING: J 363 1978
 KV2900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2900
 KV2900  HISTORY     - Date     Condition        Report By
 KV2900  HISTORY     - 1978     MONUMENTED       NGS
 KV2900  HISTORY     - 19940602 GOOD             USPSQD
 KV2900  HISTORY     - 20020126 GOOD             USPSQD
 KV2900  HISTORY     - 20040601 GOOD             PADT
 KV2900
 KV2900                          STATION DESCRIPTION
 KV2900
 KV2900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2900'IN STOCKERTOWN.
 KV2900'AT STOCKERTOWN, 0.4 MILE SOUTH ALONG MAIN  STREET FROM THE JUNCTION
 KV2900'OF MAIN STREET AND STATE HIGHWAY 191, THE MARK IS SET IN THE SOUTH-
 KV2900'WEST CORNER OF NEW HEARTS PARK, 215 FEET WEST OF OLD EASTON ROAD,
 KV2900'171 FEET EAST OF INTERSECTION OF MAIN AND CENTER STREETS, 24 FEET
 KV2900'NORTH OF THE CENTERLINE OF MAIN STREET, 56.5 FEET WEST OF WEST
 KV2900'END OF CONCRETE BRIDGE, 69 FEET NORTHEAST AND ACROSS STREET FROM
 KV2900'POWER POLE NUMBER 4, 4 FEET NORTH OF THE WEST END OF A STEEL GUARD
 KV2900'RAIL, 6.2 FEET NORTHWEST OF A 42-INCH SYCAMORE TREE.
 KV2900
 KV2900                          STATION RECOVERY (1994)
 KV2900
 KV2900'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV2900'RECOVERED IN GOOD CONDITION.
 KV2900
 KV2900                          STATION RECOVERY (2002)
 KV2900
 KV2900'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAS)
 KV2900'NEW HEARTS PARK IS NOW STOCKERTOWN BOROUGH PARK.
 KV2900
 KV2900                          STATION RECOVERY (2004)
 KV2900
 KV2900'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (SQ)
 KV2900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2102 ***********************************************************************
 LY2102  DESIGNATION -  J 364
 LY2102  PID         -  LY2102
 LY2102  STATE/COUNTY-  PA/PIKE
 LY2102  USGS QUAD   -  LAKE MASKENOZHA (1995)
 LY2102
 LY2102                         *CURRENT SURVEY CONTROL
 LY2102  ___________________________________________________________________
 LY2102* NAD 83(1986)-  41 09 58.     (N)    074 54 17.     (W)     SCALED    
 LY2102* NAVD 88     -       113.403  (meters)     372.06   (feet)  ADJUSTED  
 LY2102  ___________________________________________________________________
 LY2102  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 LY2102  DYNAMIC HT  -         113.354 (meters)     371.90  (feet)  COMP
 LY2102  MODELED GRAV-     980,192.7   (mgal)                       NAVD 88
 LY2102
 LY2102  VERT ORDER  -  FIRST     CLASS II
 LY2102
 LY2102.The horizontal coordinates were scaled from a topographic map and have
 LY2102.an estimated accuracy of +/- 6 seconds.
 LY2102
 LY2102.The orthometric height was determined by differential leveling
 LY2102.and adjusted by the National Geodetic Survey in June 1991..
 LY2102
 LY2102.The geoid height was determined by GEOID03.
 LY2102
 LY2102.The dynamic height is computed by dividing the NAVD 88
 LY2102.geopotential number by the normal gravity value computed on the
 LY2102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2102.degrees latitude (g = 980.6199 gals.).
 LY2102
 LY2102.The modeled gravity was interpolated from observed gravity values.
 LY2102
 LY2102;                    North         East    Units  Estimated Accuracy
 LY2102;SPC PA N     -   114,910.      838,740.      MT  (+/- 180 meters Scaled)
 LY2102
 LY2102                          SUPERSEDED SURVEY CONTROL
 LY2102
 LY2102.No superseded survey control is available for this station.
 LY2102
 LY2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL079572(NAD 83)
 LY2102_MARKER: DB = BENCH MARK DISK
 LY2102_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2102_SP_SET: STAINLESS STEEL ROD
 LY2102_STAMPING: J 364 1978
 LY2102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2102
 LY2102  HISTORY     - Date     Condition        Report By
 LY2102  HISTORY     - 1978     MONUMENTED       NGS
 LY2102
 LY2102                          STATION DESCRIPTION
 LY2102
 LY2102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LY2102'4.0 MI SW FROM DINGMANS FERRY.
 LY2102'4.0 MILES SOUTHWEST ALONG STATE HIGHWAY 209 FROM THE POST OFFICE
 LY2102'AT DINGMANS FERRY, 7.25 MILES NORTHEAST OF BUSHKILL, SET AT A
 LY2102'POWER LINE CROSSING, 250 FEET SOUTHEAST OF THE CENTER LINE OF
 LY2102'HIGHWAY 209, 8 FEET SOUTHWEST OF A GRAVELED DIRT ROAD, 2 FEET
 LY2102'NORTHWEST OF A POWER POLE NUMBER 15 LM X547.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3970 ***********************************************************************
 JV3970  DESIGNATION -  J 365
 JV3970  PID         -  JV3970
 JV3970  STATE/COUNTY-  PA/FRANKLIN
 JV3970  USGS QUAD   -  SCOTLAND (1990)
 JV3970
 JV3970                         *CURRENT SURVEY CONTROL
 JV3970  ___________________________________________________________________
 JV3970* NAD 83(1986)-  39 58 59.     (N)    077 36 05.     (W)     SCALED    
 JV3970* NAVD 88     -       208.603  (meters)     684.39   (feet)  ADJUSTED  
 JV3970  ___________________________________________________________________
 JV3970  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 JV3970  DYNAMIC HT  -         208.484 (meters)     684.00  (feet)  COMP
 JV3970  MODELED GRAV-     980,053.8   (mgal)                       NAVD 88
 JV3970  OBS GRAVITY -     980,053.8   (mgal)                       GRAV_OBS
 JV3970
 JV3970  VERT ORDER  -  FIRST     CLASS II
 JV3970
 JV3970.The horizontal coordinates were scaled from a topographic map and have
 JV3970.an estimated accuracy of +/- 6 seconds.
 JV3970
 JV3970.The orthometric height was determined by differential leveling
 JV3970.and adjusted by the National Geodetic Survey in June 1991..
 JV3970
 JV3970.The geoid height was determined by GEOID03.
 JV3970
 JV3970.The dynamic height is computed by dividing the NAVD 88
 JV3970.geopotential number by the normal gravity value computed on the
 JV3970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3970.degrees latitude (g = 980.6199 gals.).
 JV3970
 JV3970.The modeled gravity was interpolated from observed gravity values.
 JV3970.The observed gravity was obtained from relative gravimeter ties
 JV3970.to the IGSN71 gravity network.
 JV3970
 JV3970;                    North         East    Units  Estimated Accuracy
 JV3970;SPC PA S     -    72,150.      612,690.      MT  (+/- 180 meters Scaled)
 JV3970
 JV3970                          SUPERSEDED SURVEY CONTROL
 JV3970
 JV3970.No superseded survey control is available for this station.
 JV3970
 JV3970_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK778291(NAD 83)
 JV3970_MARKER: DB = BENCH MARK DISK
 JV3970_SETTING: 66 = SET IN ROCK OUTCROP
 JV3970_SP_SET: ROCK OUTCROP
 JV3970_STAMPING: J 365 1979
 JV3970_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV3970+STABILITY: POSITION/ELEVATION WELL
 JV3970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV3970+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2006
 JV3970
 JV3970  HISTORY     - Date     Condition        Report By
 JV3970  HISTORY     - 1979     MONUMENTED       NGS
 JV3970  HISTORY     - 20060721 GOOD             GEOCAC
 JV3970
 JV3970                          STATION DESCRIPTION
 JV3970
 JV3970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JV3970'1.45 MI NW FROM SCOTLAND.
 JV3970'1.45 MILES NORTHWEST ALONG STATE HIGHWAY 997 FROM THE POST OFFICE IN
 JV3970'SCOTLAND TO THE MARK ON THE LEFT, AND 0.9 MILE SOUTHEAST OF GREEN
 JV3970'VILLAGE, 122 FEET NORTHWEST AND ACROSS HIGHWAY FROM A LARGE GREEN
 JV3970'2 STORY HOUSE, 61 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 9.5
 JV3970'FEET WEST OF POWER POLE NUMBER 22, AND 6.5 FEET EAST OF A GUY WIRE.
 JV3970'THE MARK IS 1 FT  S FROM A WITNESS POST.
 JV3970'THE MARK IS 2 FT ABOVE HIGHWAY.
 JV3970
 JV3970                          STATION RECOVERY (2006)
 JV3970
 JV3970'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV3970'MARK IS IN LANDSCAPED AREA OF LAWN IN FRONT OF A BRICK OFFICE BUILDING
 JV3970' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3904 ***********************************************************************
 JV3904  DESIGNATION -  J 368
 JV3904  PID         -  JV3904
 JV3904  STATE/COUNTY-  PA/LANCASTER
 JV3904  USGS QUAD   -  WAKEFIELD (1976)
 JV3904
 JV3904                         *CURRENT SURVEY CONTROL
 JV3904  ___________________________________________________________________
 JV3904* NAD 83(1986)-  39 50 43.     (N)    076 13 10.     (W)     SCALED    
 JV3904* NAVD 88     -       203.273  (meters)     666.90   (feet)  ADJUSTED  
 JV3904  ___________________________________________________________________
 JV3904  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 JV3904  DYNAMIC HT  -         203.169 (meters)     666.56  (feet)  COMP
 JV3904  MODELED GRAV-     980,112.1   (mgal)                       NAVD 88
 JV3904
 JV3904  VERT ORDER  -  FIRST     CLASS II
 JV3904
 JV3904.The horizontal coordinates were scaled from a topographic map and have
 JV3904.an estimated accuracy of +/- 6 seconds.
 JV3904
 JV3904.The orthometric height was determined by differential leveling
 JV3904.and adjusted by the National Geodetic Survey in June 1991..
 JV3904
 JV3904.The geoid height was determined by GEOID03.
 JV3904
 JV3904.The dynamic height is computed by dividing the NAVD 88
 JV3904.geopotential number by the normal gravity value computed on the
 JV3904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3904.degrees latitude (g = 980.6199 gals.).
 JV3904
 JV3904.The modeled gravity was interpolated from observed gravity values.
 JV3904
 JV3904;                    North         East    Units  Estimated Accuracy
 JV3904;SPC PA S     -    57,980.      730,990.      MT  (+/- 180 meters Scaled)
 JV3904
 JV3904                          SUPERSEDED SURVEY CONTROL
 JV3904
 JV3904.No superseded survey control is available for this station.
 JV3904
 JV3904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK956112(NAD 83)
 JV3904_MARKER: DB = BENCH MARK DISK
 JV3904_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JV3904_SP_SET: STAINLESS STEEL ROD
 JV3904_STAMPING: J 368 1979
 JV3904_PROJECTION: FLUSH
 JV3904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3904_ROD/PIPE-DEPTH: 3.35 meters
 JV3904
 JV3904  HISTORY     - Date     Condition        Report By
 JV3904  HISTORY     - 1979     MONUMENTED       NGS
 JV3904  HISTORY     - 19930203 GOOD             USPSQD
 JV3904
 JV3904                          STATION DESCRIPTION
 JV3904
 JV3904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JV3904'5.3 MI NORTH FROM WAKEFIELD.
 JV3904'5.35 MILES NORTH ALONG STATE HIGHWAY 272 FROM THE PEACH BOTTOM POST
 JV3904'OFFICE IN WAKEFIELD, ALSO 1.9 MILES SOUTH ALONG STATE HIGHWAY 272
 JV3904'FROM THE JUNCTION OF STATE HIGHWAY 372 IN BUCK, AT THE T JUNCTION
 JV3904'OF OREGON HOLLOW ROAD, 127.2 FEET NORTHEAST AND ACROSS THE HIGHWAY
 JV3904'FROM THE NORTHEAST CORNER OF A LARGE BROWN AND WHITE TIN BUILDING
 JV3904'FOR K AND S INCORPORATED, 33 FEET EAST-NORTHEAST OF THE
 JV3904'CENTERLINE OF THE HIGHWAY, 5 FEET EAST-NORTHEAST OF POWER POLE
 JV3904'NUMBER DP D 14, AND ON THE EXTENDED CENTERLINE OF OREGON HOLLOW
 JV3904'ROAD.  NOTE, ROD WAS DRIVEN TO REFUSAL AT 11 FEET.
 JV3904'THE MARK IS 2 FT  N FROM A WITNESS POST.
 JV3904'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JV3904
 JV3904                          STATION RECOVERY (1993)
 JV3904
 JV3904'RECOVERY NOTE BY US POWER SQUADRON 1993 (CP)
 JV3904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2664 ***********************************************************************
 KW2664  DESIGNATION -  J 369
 KW2664  PID         -  KW2664
 KW2664  STATE/COUNTY-  PA/DAUPHIN
 KW2664  USGS QUAD   -  MIDDLETOWN (1990)
 KW2664
 KW2664                         *CURRENT SURVEY CONTROL
 KW2664  ___________________________________________________________________
 KW2664* NAD 83(1986)-  40 10 35.     (N)    076 43 28.     (W)     SCALED    
 KW2664* NAVD 88     -        92.260  (meters)     302.69   (feet)  ADJUSTED  
 KW2664  ___________________________________________________________________
 KW2664  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 KW2664  DYNAMIC HT  -          92.211 (meters)     302.53  (feet)  COMP
 KW2664  MODELED GRAV-     980,100.5   (mgal)                       NAVD 88
 KW2664
 KW2664  VERT ORDER  -  FIRST     CLASS II
 KW2664
 KW2664.The horizontal coordinates were scaled from a topographic map and have
 KW2664.an estimated accuracy of +/- 6 seconds.
 KW2664
 KW2664.The orthometric height was determined by differential leveling
 KW2664.and adjusted by the National Geodetic Survey in June 1991..
 KW2664
 KW2664.The geoid height was determined by GEOID03.
 KW2664
 KW2664.The dynamic height is computed by dividing the NAVD 88
 KW2664.geopotential number by the normal gravity value computed on the
 KW2664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2664.degrees latitude (g = 980.6199 gals.).
 KW2664
 KW2664.The modeled gravity was interpolated from observed gravity values.
 KW2664
 KW2664;                    North         East    Units  Estimated Accuracy
 KW2664;SPC PA S     -    94,120.      687,350.      MT  (+/- 180 meters Scaled)
 KW2664
 KW2664                          SUPERSEDED SURVEY CONTROL
 KW2664
 KW2664.No superseded survey control is available for this station.
 KW2664
 KW2664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK531487(NAD 83)
 KW2664_MARKER: DB = BENCH MARK DISK
 KW2664_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KW2664_SP_SET: STAINLESS STEEL ROD
 KW2664_STAMPING: J 369 1979
 KW2664_PROJECTION: FLUSH
 KW2664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2664_ROD/PIPE-DEPTH: 4.57 meters
 KW2664
 KW2664  HISTORY     - Date     Condition        Report By
 KW2664  HISTORY     - 1979     MONUMENTED       NGS
 KW2664
 KW2664                          STATION DESCRIPTION
 KW2664
 KW2664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KW2664'1.1 MI SOUTH FROM MIDDLETOWN.
 KW2664'1.1 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KW2664'AT MIDDLETOWN, BETWEEN MILE POST 98 AND STEEL SUPPORT BEAM FOR
 KW2664'TROLLY POLE, 229 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD
 KW2664'LEADING WEST FROM STATE HIGHWAY 441 AND CROSSING THE TRACKS, 27.5
 KW2664'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 19.6 FEET EAST OF THE
 KW2664'EAST RAIL, 1.8 FEET SOUTH OF THE SUPPORT BEAM, AND 1.5 FEET NORTH
 KW2664'OF THE MILE POST.
 KW2664'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2329 ***********************************************************************
 KW2329  DESIGNATION -  J 37
 KW2329  PID         -  KW2329
 KW2329  STATE/COUNTY-  PA/CENTRE
 KW2329  USGS QUAD   -  JULIAN (1994)
 KW2329
 KW2329                         *CURRENT SURVEY CONTROL
 KW2329  ___________________________________________________________________
 KW2329* NAD 83(1986)-  40 49 29.     (N)    077 54 48.     (W)     SCALED    
 KW2329* NAVD 88     -       376.369  (meters)    1234.80   (feet)  ADJUSTED  
 KW2329  ___________________________________________________________________
 KW2329  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KW2329  DYNAMIC HT  -         376.183 (meters)    1234.19  (feet)  COMP
 KW2329  MODELED GRAV-     980,119.1   (mgal)                       NAVD 88
 KW2329
 KW2329  VERT ORDER  -  SECOND    CLASS 0
 KW2329
 KW2329.The horizontal coordinates were scaled from a topographic map and have
 KW2329.an estimated accuracy of +/- 6 seconds.
 KW2329
 KW2329.The orthometric height was determined by differential leveling
 KW2329.and adjusted by the National Geodetic Survey in June 1991..
 KW2329
 KW2329.The geoid height was determined by GEOID03.
 KW2329
 KW2329.The dynamic height is computed by dividing the NAVD 88
 KW2329.geopotential number by the normal gravity value computed on the
 KW2329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2329.degrees latitude (g = 980.6199 gals.).
 KW2329
 KW2329.The modeled gravity was interpolated from observed gravity values.
 KW2329
 KW2329;                    North         East    Units  Estimated Accuracy
 KW2329;SPC PA N     -    73,090.      586,220.      MT  (+/- 180 meters Scaled)
 KW2329
 KW2329                          SUPERSEDED SURVEY CONTROL
 KW2329
 KW2329  NGVD 29 (??/??/??)  376.570  (m)         1235.46   (f) ADJUSTED    2 0
 KW2329
 KW2329.Superseded values are not recommended for survey control.
 KW2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2329.See file dsdata.txt to determine how the superseded data were derived.
 KW2329
 KW2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL543233(NAD 83)
 KW2329_MARKER: DB = BENCH MARK DISK
 KW2329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2329_STAMPING: J 37 1934
 KW2329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2329+STABILITY: SURFACE MOTION
 KW2329
 KW2329  HISTORY     - Date     Condition        Report By
 KW2329  HISTORY     - 1934     MONUMENTED       CGS
 KW2329
 KW2329                          STATION DESCRIPTION
 KW2329
 KW2329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW2329'4.9 MI NW FROM STATE COLLEGE.
 KW2329'ABOUT 4.9 MILES NORTHWEST ALONG THE BELLEFONTE CENTRAL RAILROAD
 KW2329'FROM STATE COLLEGE, CENTRE COUNTY, ABOUT 1,260 FEET NORTHWEST OF
 KW2329'MILEPOST 13, ABOUT 70 FEET SOUTHEAST OF A SECONDARY-ROAD CROSSING,
 KW2329'23 FEET WEST OF THE WEST RAIL OF THE NORTH-BOUND TRACK, AND
 KW2329'ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 KW2329'STAMPED J 37 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3364 ***********************************************************************
 KV3364  DESIGNATION -  J 371
 KV3364  PID         -  KV3364
 KV3364  STATE/COUNTY-  PA/LEHIGH
 KV3364  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV3364
 KV3364                         *CURRENT SURVEY CONTROL
 KV3364  ___________________________________________________________________
 KV3364* NAD 83(1986)-  40 37 05.     (N)    075 26 08.     (W)     SCALED    
 KV3364* NAVD 88     -       107.808  (meters)     353.70   (feet)  ADJUSTED  
 KV3364  ___________________________________________________________________
 KV3364  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 KV3364  DYNAMIC HT  -         107.756 (meters)     353.53  (feet)  COMP
 KV3364  MODELED GRAV-     980,133.3   (mgal)                       NAVD 88
 KV3364
 KV3364  VERT ORDER  -  FIRST     CLASS II
 KV3364
 KV3364.The horizontal coordinates were scaled from a topographic map and have
 KV3364.an estimated accuracy of +/- 6 seconds.
 KV3364
 KV3364.The orthometric height was determined by differential leveling
 KV3364.and adjusted by the National Geodetic Survey in June 1991..
 KV3364
 KV3364.The geoid height was determined by GEOID03.
 KV3364
 KV3364.The dynamic height is computed by dividing the NAVD 88
 KV3364.geopotential number by the normal gravity value computed on the
 KV3364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3364.degrees latitude (g = 980.6199 gals.).
 KV3364
 KV3364.The modeled gravity was interpolated from observed gravity values.
 KV3364
 KV3364;                    North         East    Units  Estimated Accuracy
 KV3364;SPC PA S     -   145,220.      795,820.      MT  (+/- 180 meters Scaled)
 KV3364
 KV3364                          SUPERSEDED SURVEY CONTROL
 KV3364
 KV3364.No superseded survey control is available for this station.
 KV3364
 KV3364_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK631964(NAD 83)
 KV3364_MARKER: DB = BENCH MARK DISK
 KV3364_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3364_SP_SET: STAINLESS STEEL ROD
 KV3364_STAMPING: J 371 1979
 KV3364_PROJECTION: RECESSED 10 CENTIMETERS
 KV3364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3364_ROD/PIPE-DEPTH: 4.57 meters
 KV3364
 KV3364  HISTORY     - Date     Condition        Report By
 KV3364  HISTORY     - 1979     MONUMENTED       NGS
 KV3364  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 KV3364  HISTORY     - 19991215 MARK NOT FOUND   USPSQD
 KV3364
 KV3364                          STATION DESCRIPTION
 KV3364
 KV3364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3364'IN ALLENTOWN.
 KV3364'IN ALLLENTOWN 1.3 MILES NORTHEAST ALONG EAST HANOVER AVENUE FROM THE
 KV3364'NORTHEAST END OF THE EAST HANOVER AVENUE OVERPASS BRIDGE OVER THE
 KV3364'LEHIGH RIVER TO THE MARK ON THE RIGHT, AT THE WEST CORNER OF MAXWELL
 KV3364'STREET, AT THE NORTHEAST CORNER OF HOUSE 1226, 35.7 FEET SOUTH OF THE
 KV3364'SOUTH CURB OF THE AVENUE, 14.6 FEET NORTHWEST OF POWER POLE 64244,
 KV3364'547640 A16851, 8.9 FET WEST OF THE WEST CURB OF THE STREET, 1.9 FEET
 KV3364'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE.
 KV3364'THE MARK IS 1 FT ABOVE STREET.
 KV3364
 KV3364                          STATION RECOVERY (1995)
 KV3364
 KV3364'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3364'MARK NOT FOUND.
 KV3364
 KV3364                          STATION RECOVERY (1999)
 KV3364
 KV3364'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV3364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3394 ***********************************************************************
 KV3394  DESIGNATION -  J 372
 KV3394  PID         -  KV3394
 KV3394  STATE/COUNTY-  PA/BERKS
 KV3394  USGS QUAD   -  TEMPLE (1983)
 KV3394
 KV3394                         *CURRENT SURVEY CONTROL
 KV3394  ___________________________________________________________________
 KV3394* NAD 83(1986)-  40 25 32.     (N)    075 54 53.     (W)     SCALED    
 KV3394* NAVD 88     -       119.213  (meters)     391.12   (feet)  ADJUSTED  
 KV3394  ___________________________________________________________________
 KV3394  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 KV3394  DYNAMIC HT  -         119.152 (meters)     390.92  (feet)  COMP
 KV3394  MODELED GRAV-     980,110.7   (mgal)                       NAVD 88
 KV3394  OBS GRAVITY -     980,109.0   (mgal)                       GRAV_OBS
 KV3394
 KV3394  VERT ORDER  -  FIRST     CLASS II
 KV3394
 KV3394.The horizontal coordinates were scaled from a topographic map and have
 KV3394.an estimated accuracy of +/- 6 seconds.
 KV3394
 KV3394.The orthometric height was determined by differential leveling
 KV3394.and adjusted by the National Geodetic Survey in June 1991..
 KV3394
 KV3394.The geoid height was determined by GEOID03.
 KV3394
 KV3394.The dynamic height is computed by dividing the NAVD 88
 KV3394.geopotential number by the normal gravity value computed on the
 KV3394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3394.degrees latitude (g = 980.6199 gals.).
 KV3394
 KV3394.The modeled gravity was interpolated from observed gravity values.
 KV3394.The observed gravity was obtained from relative gravimeter ties
 KV3394.to the IGSN71 gravity network.
 KV3394
 KV3394;                    North         East    Units  Estimated Accuracy
 KV3394;SPC PA S     -   122,890.      755,730.      MT  (+/- 180 meters Scaled)
 KV3394
 KV3394                          SUPERSEDED SURVEY CONTROL
 KV3394
 KV3394.No superseded survey control is available for this station.
 KV3394
 KV3394_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK224753(NAD 83)
 KV3394_MARKER: DB = BENCH MARK DISK
 KV3394_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3394_SP_SET: STAINLESS STEEL ROD
 KV3394_STAMPING: J 372 1979
 KV3394_PROJECTION: RECESSED 10 CENTIMETERS
 KV3394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3394_ROD/PIPE-DEPTH: 4.57 meters
 KV3394
 KV3394  HISTORY     - Date     Condition        Report By
 KV3394  HISTORY     - 1979     MONUMENTED       NGS
 KV3394  HISTORY     - 20020105 GOOD             USPSQD
 KV3394
 KV3394                          STATION DESCRIPTION
 KV3394
 KV3394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3394'1.45 MI NE FROM TEMPLE.
 KV3394'1.45 MILES NORTHEAST ALONG STATE ROUTE 222 FROM THE JUNCTION OF
 KV3394'TUCKERTON AVENUE IN TEMPLE TO THE MARK ON THE RIGHT, BEHIND POWER
 KV3394'POLE ME. EN994 WITH A GUY WIRE AND A TRANSFORMER, AT THE NORTHWEST
 KV3394'CORNER OF THE GALAXIE TIRE CO., 1.95 MILES SOUTHWEST OF THE JUNCTION
 KV3394'OF PARK ROAD AND STATE ROUTE 73 IN BLANDON, 54 FEET EAST OF THE
 KV3394'APPROXIMATE CENTER OF ROUTE 222, 20 FEET NORTHWEST OF THE NORTHWEST
 KV3394'CORNER OF THE GALAXIE TIRE CO. BUILDING, 9.5 FEET NORTHEAST OF A
 KV3394'20 INCH METAL POLE TO A SIGN READING GALAXIE TIRE CO., 3 FEET EAST
 KV3394'OF THE POWER POLE.
 KV3394'THE MARK IS 1 FT  S FROM A WITNESS POST.
 KV3394'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 KV3394
 KV3394                          STATION RECOVERY (2002)
 KV3394
 KV3394'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KV3394'CHANGE BUSINESS NAME TO C AND T AUTO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1614 ***********************************************************************
 KW1614  DESIGNATION -  J 38
 KW1614  PID         -  KW1614
 KW1614  STATE/COUNTY-  PA/UNION
 KW1614  USGS QUAD   -  BEAVERTOWN (1973)
 KW1614
 KW1614                         *CURRENT SURVEY CONTROL
 KW1614  ___________________________________________________________________
 KW1614* NAD 83(1986)-  40 52 02.     (N)    077 12 10.     (W)     SCALED    
 KW1614* NAVD 88     -       185.601  (meters)     608.93   (feet)  ADJUSTED  
 KW1614  ___________________________________________________________________
 KW1614  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 KW1614  DYNAMIC HT  -         185.515 (meters)     608.64  (feet)  COMP
 KW1614  MODELED GRAV-     980,155.0   (mgal)                       NAVD 88
 KW1614
 KW1614  VERT ORDER  -  SECOND    CLASS 0
 KW1614
 KW1614.The horizontal coordinates were scaled from a topographic map and have
 KW1614.an estimated accuracy of +/- 6 seconds.
 KW1614
 KW1614.The orthometric height was determined by differential leveling
 KW1614.and adjusted by the National Geodetic Survey in June 1991..
 KW1614
 KW1614.The geoid height was determined by GEOID03.
 KW1614
 KW1614.The dynamic height is computed by dividing the NAVD 88
 KW1614.geopotential number by the normal gravity value computed on the
 KW1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1614.degrees latitude (g = 980.6199 gals.).
 KW1614
 KW1614.The modeled gravity was interpolated from observed gravity values.
 KW1614
 KW1614;                    North         East    Units  Estimated Accuracy
 KW1614;SPC PA N     -    77,950.      646,130.      MT  (+/- 180 meters Scaled)
 KW1614
 KW1614                          SUPERSEDED SURVEY CONTROL
 KW1614
 KW1614  NGVD 29 (??/??/??)  185.824  (m)          609.66   (f) ADJUSTED    2 0
 KW1614
 KW1614.Superseded values are not recommended for survey control.
 KW1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1614.See file dsdata.txt to determine how the superseded data were derived.
 KW1614
 KW1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL143263(NAD 83)
 KW1614_MARKER: DB = BENCH MARK DISK
 KW1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1614_STAMPING: J 38 1934
 KW1614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1614+STABILITY: SURFACE MOTION
 KW1614
 KW1614  HISTORY     - Date     Condition        Report By
 KW1614  HISTORY     - 1934     MONUMENTED       CGS
 KW1614
 KW1614                          STATION DESCRIPTION
 KW1614
 KW1614'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1614'AT GLEN IRON.
 KW1614'260 FEET WEST OF THE PENNSYLVANIA RAILROAD STATION, ABOUT
 KW1614'210 FEET WEST OF A ROAD CROSSING, ABOUT 50 FEET NORTH OF THE
 KW1614'NORTH RAIL, 10 FEET NORTHEAST OF A 10 INCH MAPLE TREE, AND
 KW1614'ABOUT 3 FEET LOWER THAN THE TOP OF THE RAIL.  SET IN THE TOP OF
 KW1614'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1666 ***********************************************************************
 KW1666  DESIGNATION -  J 39
 KW1666  PID         -  KW1666
 KW1666  STATE/COUNTY-  PA/SNYDER
 KW1666  USGS QUAD   -  BEAVER SPRINGS (1978)
 KW1666
 KW1666                         *CURRENT SURVEY CONTROL
 KW1666  ___________________________________________________________________
 KW1666* NAD 83(1986)-  40 44 17.     (N)    077 14 06.     (W)     SCALED    
 KW1666* NAVD 88     -       186.890  (meters)     613.15   (feet)  ADJUSTED  
 KW1666  ___________________________________________________________________
 KW1666  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 KW1666  DYNAMIC HT  -         186.802 (meters)     612.87  (feet)  COMP
 KW1666  MODELED GRAV-     980,149.2   (mgal)                       NAVD 88
 KW1666
 KW1666  VERT ORDER  -  SECOND    CLASS 0
 KW1666
 KW1666.The horizontal coordinates were scaled from a topographic map and have
 KW1666.an estimated accuracy of +/- 6 seconds.
 KW1666
 KW1666.The orthometric height was determined by differential leveling
 KW1666.and adjusted by the National Geodetic Survey in June 1991..
 KW1666
 KW1666.The geoid height was determined by GEOID03.
 KW1666
 KW1666.The dynamic height is computed by dividing the NAVD 88
 KW1666.geopotential number by the normal gravity value computed on the
 KW1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1666.degrees latitude (g = 980.6199 gals.).
 KW1666
 KW1666.The modeled gravity was interpolated from observed gravity values.
 KW1666
 KW1666;                    North         East    Units  Estimated Accuracy
 KW1666;SPC PA S     -   156,100.      643,500.      MT  (+/- 180 meters Scaled)
 KW1666
 KW1666                          SUPERSEDED SURVEY CONTROL
 KW1666
 KW1666  NGVD 29 (??/??/??)  187.117  (m)          613.90   (f) ADJUSTED    2 0
 KW1666
 KW1666.Superseded values are not recommended for survey control.
 KW1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1666.See file dsdata.txt to determine how the superseded data were derived.
 KW1666
 KW1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL112120(NAD 83)
 KW1666_MARKER: DB = BENCH MARK DISK
 KW1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1666_STAMPING: J 39 1934
 KW1666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1666+STABILITY: SURFACE MOTION
 KW1666
 KW1666  HISTORY     - Date     Condition        Report By
 KW1666  HISTORY     - 1934     MONUMENTED       CGS
 KW1666  HISTORY     - 1953     GOOD             CGS
 KW1666  HISTORY     - 1966     GOOD             USGS
 KW1666
 KW1666                          STATION DESCRIPTION
 KW1666
 KW1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1666'1.5 MI W FROM BEAVER SPRINGS.
 KW1666'1.5 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM BEAVER
 KW1666'SPRINGS, 50 FEET SOUTH OF U.S. HIGHWAY 522 AND STATION 340,
 KW1666'AT RAILROAD BRIDGE 21.75, IN THE TOP OF THE NORTH END OF THE
 KW1666'WEST ABUTMENT, 8 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 KW1666'AND 4 FEET LOWER THAN THE TOP OF THE RAIL.  SET IN THE TOP OF A
 KW1666'CONCRETE POST.  NOTE-- THIS MARK WAS TO HAVE BEEN RELOCATED.
 KW1666
 KW1666                          STATION RECOVERY (1953)
 KW1666
 KW1666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 KW1666'RECOVERED IN GOOD CONDITION.
 KW1666
 KW1666                          STATION RECOVERY (1966)
 KW1666
 KW1666'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KW1666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0923 ***********************************************************************
 KW0923  DESIGNATION -  J 4
 KW0923  PID         -  KW0923
 KW0923  STATE/COUNTY-  PA/CUMBERLAND
 KW0923  USGS QUAD   -  LEMOYNE (1987)
 KW0923
 KW0923                         *CURRENT SURVEY CONTROL
 KW0923  ___________________________________________________________________
 KW0923* NAD 83(1986)-  40 13 22.     (N)    076 57 20.     (W)     SCALED    
 KW0923* NAVD 88     -       128.120  (meters)     420.34   (feet)  ADJUSTED  
 KW0923  ___________________________________________________________________
 KW0923  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KW0923  DYNAMIC HT  -         128.056 (meters)     420.13  (feet)  COMP
 KW0923  MODELED GRAV-     980,117.8   (mgal)                       NAVD 88
 KW0923
 KW0923  VERT ORDER  -  FIRST     CLASS II
 KW0923
 KW0923.The horizontal coordinates were scaled from a topographic map and have
 KW0923.an estimated accuracy of +/- 6 seconds.
 KW0923
 KW0923.The orthometric height was determined by differential leveling
 KW0923.and adjusted by the National Geodetic Survey in June 1991..
 KW0923
 KW0923.The geoid height was determined by GEOID03.
 KW0923
 KW0923.The dynamic height is computed by dividing the NAVD 88
 KW0923.geopotential number by the normal gravity value computed on the
 KW0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0923.degrees latitude (g = 980.6199 gals.).
 KW0923
 KW0923.The modeled gravity was interpolated from observed gravity values.
 KW0923
 KW0923;                    North         East    Units  Estimated Accuracy
 KW0923;SPC PA S     -    99,060.      667,620.      MT  (+/- 180 meters Scaled)
 KW0923
 KW0923                          SUPERSEDED SURVEY CONTROL
 KW0923
 KW0923  NGVD 29 (??/??/??)  128.329  (m)          421.03   (f) ADJUSTED    1 2
 KW0923
 KW0923.Superseded values are not recommended for survey control.
 KW0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0923.See file dsdata.txt to determine how the superseded data were derived.
 KW0923
 KW0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK336543(NAD 83)
 KW0923_MARKER: DB = BENCH MARK DISK
 KW0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0923_STAMPING: 421.023 J 4 1931
 KW0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0923+STABILITY: SURFACE MOTION
 KW0923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW0923+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2006
 KW0923
 KW0923  HISTORY     - Date     Condition        Report By
 KW0923  HISTORY     - 1931     MONUMENTED       CGS
 KW0923  HISTORY     - 1942     GOOD             CGS
 KW0923  HISTORY     - 1966     GOOD             CGS
 KW0923  HISTORY     - 1976     GOOD             USGS
 KW0923  HISTORY     - 20000131 GOOD             PADT
 KW0923  HISTORY     - 20060409 GOOD             GEOCAC
 KW0923
 KW0923                          STATION DESCRIPTION
 KW0923
 KW0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0923'AT SHIREMANSTOWN.
 KW0923'AT SHIREMANSTOWN, CUMBERLAND COUNTY, NEAR THE INTERSECTION OF
 KW0923'WEST MAIN STREET AND RAILROAD AVENUE, 16 FEET SOUTHEAST OF THE
 KW0923'SOUTHEAST CORNER OF THE CITY HALL, 15 FEET WEST OF THE WEST
 KW0923'CURB OF RAILROAD AVENUE,AND 2 FEET NORTH OF THE NORTH CURB OF WEST
 KW0923'MAIN STREET.  A STANDARD DISK, STAMPED 421.023 J 4 1931 AND
 KW0923'SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE
 KW0923'GROUND.
 KW0923
 KW0923                          STATION RECOVERY (1966)
 KW0923
 KW0923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KW0923'RECOVERED IN GOOD CONDITION.
 KW0923
 KW0923                          STATION RECOVERY (1976)
 KW0923
 KW0923'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 KW0923'RECOVERED IN GOOD CONDITION.
 KW0923
 KW0923                          STATION RECOVERY (2000)
 KW0923
 KW0923'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 KW0923'RECOVERED IN GOOD CONDITION.
 KW0923
 KW0923                          STATION RECOVERY (2006)
 KW0923
 KW0923'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW0923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0047 ***********************************************************************
 KW0047  DESIGNATION -  J 40
 KW0047  PID         -  KW0047
 KW0047  STATE/COUNTY-  PA/SCHUYLKILL
 KW0047  USGS QUAD   -  DELANO (1976)
 KW0047
 KW0047                         *CURRENT SURVEY CONTROL
 KW0047  ___________________________________________________________________
 KW0047* NAD 83(1986)-  40 49 16.     (N)    076 06 03.     (W)     SCALED    
 KW0047* NAVD 88     -       411.325  (meters)    1349.49   (feet)  ADJUSTED  
 KW0047  ___________________________________________________________________
 KW0047  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KW0047  DYNAMIC HT  -         411.114 (meters)    1348.80  (feet)  COMP
 KW0047  MODELED GRAV-     980,100.5   (mgal)                       NAVD 88
 KW0047
 KW0047  VERT ORDER  -  SECOND    CLASS 0
 KW0047
 KW0047.The horizontal coordinates were scaled from a topographic map and have
 KW0047.an estimated accuracy of +/- 6 seconds.
 KW0047
 KW0047.The orthometric height was determined by differential leveling
 KW0047.and adjusted by the National Geodetic Survey in June 1991..
 KW0047
 KW0047.The geoid height was determined by GEOID03.
 KW0047
 KW0047.The dynamic height is computed by dividing the NAVD 88
 KW0047.geopotential number by the normal gravity value computed on the
 KW0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0047.degrees latitude (g = 980.6199 gals.).
 KW0047
 KW0047.The modeled gravity was interpolated from observed gravity values.
 KW0047
 KW0047;                    North         East    Units  Estimated Accuracy
 KW0047;SPC PA S     -   166,500.      739,120.      MT  (+/- 180 meters Scaled)
 KW0047
 KW0047                          SUPERSEDED SURVEY CONTROL
 KW0047
 KW0047  NGVD 29 (??/??/??)  411.518  (m)         1350.12   (f) ADJUSTED    2 0
 KW0047
 KW0047.Superseded values are not recommended for survey control.
 KW0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0047.See file dsdata.txt to determine how the superseded data were derived.
 KW0047
 KW0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL071194(NAD 83)
 KW0047_MARKER: DB = BENCH MARK DISK
 KW0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0047_STAMPING: J 40 1934
 KW0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0047+STABILITY: SURFACE MOTION
 KW0047
 KW0047  HISTORY     - Date     Condition        Report By
 KW0047  HISTORY     - 1934     MONUMENTED       CGS
 KW0047  HISTORY     - 1965     GOOD             CGS
 KW0047
 KW0047                          STATION DESCRIPTION
 KW0047
 KW0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0047'2.3 MI E FROM MAHANOY CITY.
 KW0047'2.3 MILES EAST ALONG THE READING CO. RAILWAY FROM MAHANOY CITY,
 KW0047'SCHUYLKILL COUNTY, ABOUT 170 FEET SOUTH OF THE STATION AT BUCK
 KW0047'MOUNTAIN, ABOUT 200 FEET NORTH OF THE NORTH PORTAL OF A TUNNEL,
 KW0047'33 FEET EAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 2 FEET
 KW0047'HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED J
 KW0047'40 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KW0047
 KW0047                          STATION RECOVERY (1965)
 KW0047
 KW0047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KW0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2406 ***********************************************************************
 LY2406  DESIGNATION -  J 400
 LY2406  PID         -  LY2406
 LY2406  STATE/COUNTY-  PA/SUSQUEHANNA
 LY2406  USGS QUAD   -  GREAT BEND (1992)
 LY2406
 LY2406                         *CURRENT SURVEY CONTROL
 LY2406  ___________________________________________________________________
 LY2406* NAD 83(1986)-  41 57 50.     (N)    075 41 24.     (W)     SCALED    
 LY2406* NAVD 88     -       288.861  (meters)     947.70   (feet)  ADJUSTED  
 LY2406  ___________________________________________________________________
 LY2406  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 LY2406  DYNAMIC HT  -         288.754 (meters)     947.35  (feet)  COMP
 LY2406  MODELED GRAV-     980,245.4   (mgal)                       NAVD 88
 LY2406
 LY2406  VERT ORDER  -  FIRST     CLASS II
 LY2406
 LY2406.The horizontal coordinates were scaled from a topographic map and have
 LY2406.an estimated accuracy of +/- 6 seconds.
 LY2406
 LY2406.The orthometric height was determined by differential leveling
 LY2406.and adjusted by the National Geodetic Survey in June 1991..
 LY2406
 LY2406.The geoid height was determined by GEOID03.
 LY2406
 LY2406.The dynamic height is computed by dividing the NAVD 88
 LY2406.geopotential number by the normal gravity value computed on the
 LY2406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2406.degrees latitude (g = 980.6199 gals.).
 LY2406
 LY2406.The modeled gravity was interpolated from observed gravity values.
 LY2406
 LY2406;                    North         East    Units  Estimated Accuracy
 LY2406;SPC PA N     -   201,630.      770,750.      MT  (+/- 180 meters Scaled)
 LY2406
 LY2406                          SUPERSEDED SURVEY CONTROL
 LY2406
 LY2406.No superseded survey control is available for this station.
 LY2406
 LY2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM428459(NAD 83)
 LY2406_MARKER: I = METAL ROD
 LY2406_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2406_SP_SET: STAINLESS STEEL ROD
 LY2406_STAMPING: J 400 1982
 LY2406_MARK LOGO: NGS   
 LY2406_PROJECTION: FLUSH
 LY2406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2406_ROD/PIPE-DEPTH: 3.2  meters
 LY2406
 LY2406  HISTORY     - Date     Condition        Report By
 LY2406  HISTORY     - 1982     MONUMENTED       NGS
 LY2406
 LY2406                          STATION DESCRIPTION
 LY2406
 LY2406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2406'7.65 KM (4.75 MI) WEST FROM OAKLAND.
 LY2406'7.65 KM (4.75 MI) WEST ALONG STATE HIGHWAY 171 FROM THE JUNCTION OF
 LY2406'STATE HIGHWAY 92 IN OAKLAND, TO THE MARK ON THE LEFT, 6.45 METERS
 LY2406'(21.2 FT) SOUTH OF THE CENTER LINE OF THE HIGHWAY, 7.55 METERS
 LY2406'(24.8 FT) NORTHEAST OF UTILITY POLE NUMBER P, 206 AND LINES CROSSING
 LY2406'THE HIGHWAY, 1.05 METERS (3.4 FT) EAST OF THE NORTHEAST END OF A STEEL
 LY2406'CABLE GUARDRAIL.  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD,
 LY2406'ROD DRIVEN TO REFUSAL AND EMBEDDED AT 3.2 METERS.
 LY2406'THE MARK IS 0.65 METERS  N FROM A WITNESS POST.
 LY2406'THE MARK IS 0.15 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1786 ***********************************************************************
 KX1786  DESIGNATION -  J 401
 KX1786  PID         -  KX1786
 KX1786  STATE/COUNTY-  PA/ARMSTRONG
 KX1786  USGS QUAD   -  MOSGROVE (1993)
 KX1786
 KX1786                         *CURRENT SURVEY CONTROL
 KX1786  ___________________________________________________________________
 KX1786* NAD 83(1986)-  40 48 52.     (N)    079 28 00.     (W)     SCALED    
 KX1786* NAVD 88     -       300.741  (meters)     986.68   (feet)  ADJUSTED  
 KX1786  ___________________________________________________________________
 KX1786  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KX1786  DYNAMIC HT  -         300.593 (meters)     986.20  (feet)  COMP
 KX1786  MODELED GRAV-     980,125.8   (mgal)                       NAVD 88
 KX1786
 KX1786  VERT ORDER  -  FIRST     CLASS II
 KX1786
 KX1786.The horizontal coordinates were scaled from a topographic map and have
 KX1786.an estimated accuracy of +/- 6 seconds.
 KX1786
 KX1786.The orthometric height was determined by differential leveling
 KX1786.and adjusted by the National Geodetic Survey in June 1991..
 KX1786
 KX1786.The geoid height was determined by GEOID03.
 KX1786
 KX1786.The dynamic height is computed by dividing the NAVD 88
 KX1786.geopotential number by the normal gravity value computed on the
 KX1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1786.degrees latitude (g = 980.6199 gals.).
 KX1786
 KX1786.The modeled gravity was interpolated from observed gravity values.
 KX1786
 KX1786;                    North         East    Units  Estimated Accuracy
 KX1786;SPC PA S     -   165,870.      455,180.      MT  (+/- 180 meters Scaled)
 KX1786
 KX1786                          SUPERSEDED SURVEY CONTROL
 KX1786
 KX1786  NGVD 29 (06/03/92)  300.918  (m)          987.26   (f) ADJUSTED    1 2
 KX1786
 KX1786.Superseded values are not recommended for survey control.
 KX1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1786.See file dsdata.txt to determine how the superseded data were derived.
 KX1786
 KX1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF293192(NAD 83)
 KX1786_MARKER: I = METAL ROD
 KX1786_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KX1786_SP_SET: STAINLESS STEEL ROD
 KX1786_STAMPING: J 401 1982
 KX1786_MARK LOGO: NGS   
 KX1786_PROJECTION: FLUSH
 KX1786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1786_ROD/PIPE-DEPTH: 3.3  meters
 KX1786
 KX1786  HISTORY     - Date     Condition        Report By
 KX1786  HISTORY     - 1982     MONUMENTED       NGS
 KX1786  HISTORY     - 1993     GOOD             USPSQD
 KX1786
 KX1786                          STATION DESCRIPTION
 KX1786
 KX1786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1786'IN SUNNYSIDE.
 KX1786'IN SUNNYSIDE, 0.24 KM (0.15 MI) EAST ALONG STATE HIGHWAY 85 FROM THE
 KX1786'WEST END OF THE HIGHWAY BRIDGE OVER COWANSHANNOCK CREEK, ON THE
 KX1786'SOUTHWEST SIDE OF POWER POLE 77239, 37.79 METERS (124.0 FT) EAST OF
 KX1786'THE NORTHEAST CORNER OF THE 2 CAR GARAGE OF A SINGLE-STORY BRICK
 KX1786'HOUSE, 7.01 METERS (23.0 FT) SOUTHWEST OF THE CENTER OF THE HIGHWAY,
 KX1786'AND 0.75 METERS (2.5 FT) SOUTHWEST OF POWER POLE 77239.  NOTE,
 KX1786'SEVERAL ATTEMPTS MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL AT
 KX1786'3.3 METERS (10.8 FT).
 KX1786'THE MARK IS 0.91 M ABOVE HIGHWAY.
 KX1786
 KX1786                          STATION RECOVERY (1993)
 KX1786
 KX1786'RECOVERY NOTE BY US POWER SQUADRON 1993 (JBW)
 KX1786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1818 ***********************************************************************
 KX1818  DESIGNATION -  J 402
 KX1818  PID         -  KX1818
 KX1818  STATE/COUNTY-  PA/INDIANA
 KX1818  USGS QUAD   -  PLUMVILLE (1977)
 KX1818
 KX1818                         *CURRENT SURVEY CONTROL
 KX1818  ___________________________________________________________________
 KX1818* NAD 83(1986)-  40 47 22.     (N)    079 11 23.     (W)     SCALED    
 KX1818* NAVD 88     -       357.757  (meters)    1173.74   (feet)  ADJUSTED  
 KX1818  ___________________________________________________________________
 KX1818  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KX1818  DYNAMIC HT  -         357.580 (meters)    1173.16  (feet)  COMP
 KX1818  MODELED GRAV-     980,119.4   (mgal)                       NAVD 88
 KX1818
 KX1818  VERT ORDER  -  FIRST     CLASS II
 KX1818
 KX1818.The horizontal coordinates were scaled from a topographic map and have
 KX1818.an estimated accuracy of +/- 6 seconds.
 KX1818
 KX1818.The orthometric height was determined by differential leveling
 KX1818.and adjusted by the National Geodetic Survey in June 1991..
 KX1818
 KX1818.The geoid height was determined by GEOID03.
 KX1818
 KX1818.The dynamic height is computed by dividing the NAVD 88
 KX1818.geopotential number by the normal gravity value computed on the
 KX1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1818.degrees latitude (g = 980.6199 gals.).
 KX1818
 KX1818.The modeled gravity was interpolated from observed gravity values.
 KX1818
 KX1818;                    North         East    Units  Estimated Accuracy
 KX1818;SPC PA S     -   162,670.      478,490.      MT  (+/- 180 meters Scaled)
 KX1818
 KX1818                          SUPERSEDED SURVEY CONTROL
 KX1818
 KX1818  NGVD 29 (06/03/92)  357.929  (m)         1174.31   (f) ADJUSTED    1 2
 KX1818
 KX1818.Superseded values are not recommended for survey control.
 KX1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1818.See file dsdata.txt to determine how the superseded data were derived.
 KX1818
 KX1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF527169(NAD 83)
 KX1818_MARKER: I = METAL ROD
 KX1818_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KX1818_SP_SET: STAINLESS STEEL ROD
 KX1818_STAMPING: J 402 1982
 KX1818_MARK LOGO: NGS   
 KX1818_PROJECTION: FLUSH
 KX1818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1818_ROD/PIPE-DEPTH: 4.4  meters
 KX1818
 KX1818  HISTORY     - Date     Condition        Report By
 KX1818  HISTORY     - 1982     MONUMENTED       NGS
 KX1818
 KX1818                          STATION DESCRIPTION
 KX1818
 KX1818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1818'IN PLUMVILLE.
 KX1818'IN PLUMVILLE, 2.3 KM (1.45 MI) WEST ALONG STATE HIGHWAY 85 FROM THE
 KX1818'JUNCTION OF STATE HIGHWAY 210 NORTH, TO BAKER STREET AND THE MARK ON
 KX1818'THE LEFT, AT THE NORTH CORNER OF A 2 STORY YELLOW HOUSE, 12.5 METERS
 KX1818'(41.0 FT) SOUTHEAST OF THE CENTER OF BAKER STREET, 11.9 METERS
 KX1818'(39.0 FT) SOUTHWEST OF THE CENTER OF HIGHWAY 85, AND 1.8 METERS
 KX1818'(6.0 FT) NORTH OF THE NORTH CORNER OF THE FRONT PORCH OF THE HOUSE.
 KX1818'THE MARK IS 0.5 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1853 ***********************************************************************
 KX1853  DESIGNATION -  J 403
 KX1853  PID         -  KX1853
 KX1853  STATE/COUNTY-  PA/JEFFERSON
 KX1853  USGS QUAD   -  PUNXSUTAWNEY (1994)
 KX1853
 KX1853                         *CURRENT SURVEY CONTROL
 KX1853  ___________________________________________________________________
 KX1853* NAD 83(1986)-  40 57 16.     (N)    078 55 41.     (W)     SCALED    
 KX1853* NAVD 88     -       385.481  (meters)    1264.70   (feet)  ADJUSTED  
 KX1853  ___________________________________________________________________
 KX1853  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 KX1853  DYNAMIC HT  -         385.291 (meters)    1264.08  (feet)  COMP
 KX1853  MODELED GRAV-     980,119.4   (mgal)                       NAVD 88
 KX1853
 KX1853  VERT ORDER  -  FIRST     CLASS II
 KX1853
 KX1853.The horizontal coordinates were scaled from a topographic map and have
 KX1853.an estimated accuracy of +/- 6 seconds.
 KX1853
 KX1853.The orthometric height was determined by differential leveling
 KX1853.and adjusted by the National Geodetic Survey in June 1991..
 KX1853
 KX1853.The geoid height was determined by GEOID03.
 KX1853
 KX1853.The dynamic height is computed by dividing the NAVD 88
 KX1853.geopotential number by the normal gravity value computed on the
 KX1853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1853.degrees latitude (g = 980.6199 gals.).
 KX1853
 KX1853.The modeled gravity was interpolated from observed gravity values.
 KX1853
 KX1853;                    North         East    Units  Estimated Accuracy
 KX1853;SPC PA N     -    88,160.      500,820.      MT  (+/- 180 meters Scaled)
 KX1853
 KX1853                          SUPERSEDED SURVEY CONTROL
 KX1853
 KX1853  NGVD 29 (06/03/92)  385.638  (m)         1265.21   (f) ADJUSTED    1 2
 KX1853
 KX1853.Superseded values are not recommended for survey control.
 KX1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1853.See file dsdata.txt to determine how the superseded data were derived.
 KX1853
 KX1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF743357(NAD 83)
 KX1853_MARKER: I = METAL ROD
 KX1853_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KX1853_SP_SET: STAINLESS STEEL ROD
 KX1853_STAMPING: J 403 1982
 KX1853_MARK LOGO: NGS   
 KX1853_PROJECTION: FLUSH
 KX1853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1853_ROD/PIPE-DEPTH: 5.80 meters
 KX1853
 KX1853  HISTORY     - Date     Condition        Report By
 KX1853  HISTORY     - 1982     MONUMENTED       NGS
 KX1853
 KX1853                          STATION DESCRIPTION
 KX1853
 KX1853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1853'4.2 KM (2.6 MI) NE FROM PUNXSUTAWNEY.
 KX1853'4.2KM (2.6 MI) NORTHEAST ALONG STATE HIGHWAY 119 NORTH FROM THE
 KX1853'CIVIC CENTER AND MUNICIPAL COMPLEX IN PUNXSUTAWNEY, TO THE MARK ON THE
 KX1853'RIGHT, AT A POWER POLE NUMBER 10377.  7.5 METERS (24.5 FT) SOUTH OF
 KX1853'CENTERLINE OF STATE HIGHWAY 119, 30.5 METERS (100.0 FT) WEST FROM
 KX1853'CENTER OF GRAVEL DRIVEWAY, AND 0.50 METERS (1.8 FT) SOUTH OF A POWER
 KX1853'POLE NUMBER 10377.
 KX1853'THE MARK IS 0.50 METERS  SW FROM A WITNESS POST.
 KX1853'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1893 ***********************************************************************
 KX1893  DESIGNATION -  J 404
 KX1893  PID         -  KX1893
 KX1893  STATE/COUNTY-  PA/ARMSTRONG
 KX1893  USGS QUAD   -  EAST BRADY (1993)
 KX1893
 KX1893                         *CURRENT SURVEY CONTROL
 KX1893  ___________________________________________________________________
 KX1893* NAD 83(1986)-  40 54 29.     (N)    079 35 59.     (W)     SCALED    
 KX1893* NAVD 88     -       461.754  (meters)    1514.94   (feet)  ADJUSTED  
 KX1893  ___________________________________________________________________
 KX1893  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 KX1893  DYNAMIC HT  -         461.531 (meters)    1514.21  (feet)  COMP
 KX1893  MODELED GRAV-     980,126.8   (mgal)                       NAVD 88
 KX1893
 KX1893  VERT ORDER  -  FIRST     CLASS II
 KX1893
 KX1893.The horizontal coordinates were scaled from a topographic map and have
 KX1893.an estimated accuracy of +/- 6 seconds.
 KX1893
 KX1893.The orthometric height was determined by differential leveling
 KX1893.and adjusted by the National Geodetic Survey in June 1991..
 KX1893
 KX1893.The geoid height was determined by GEOID03.
 KX1893
 KX1893.The dynamic height is computed by dividing the NAVD 88
 KX1893.geopotential number by the normal gravity value computed on the
 KX1893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1893.degrees latitude (g = 980.6199 gals.).
 KX1893
 KX1893.The modeled gravity was interpolated from observed gravity values.
 KX1893
 KX1893;                    North         East    Units  Estimated Accuracy
 KX1893;SPC PA S     -   176,490.      444,170.      MT  (+/- 180 meters Scaled)
 KX1893
 KX1893                          SUPERSEDED SURVEY CONTROL
 KX1893
 KX1893  NGVD 29 (06/03/92)  461.933  (m)         1515.53   (f) ADJUSTED    1 2
 KX1893
 KX1893.Superseded values are not recommended for survey control.
 KX1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1893.See file dsdata.txt to determine how the superseded data were derived.
 KX1893
 KX1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF179294(NAD 83)
 KX1893_MARKER: I = METAL ROD
 KX1893_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KX1893_SP_SET: STAINLESS STEEL ROD
 KX1893_STAMPING: J 404 1982
 KX1893_MARK LOGO: NGS   
 KX1893_PROJECTION: FLUSH
 KX1893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1893_ROD/PIPE-DEPTH: 4.3  meters
 KX1893
 KX1893  HISTORY     - Date     Condition        Report By
 KX1893  HISTORY     - 1982     MONUMENTED       NGS
 KX1893
 KX1893                          STATION DESCRIPTION
 KX1893
 KX1893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1893'2.1 KM (1.3 MI) SOUTH FROM COWANSVILLE.
 KX1893'2.0 KM (1.25 MI) NORTH ALONG STATE HIGHWAY 268 FROM POST OFFICE IN
 KX1893'COWANSVILLE TO A SIDE ROAD LEFT (FROSTER MILL ROAD) AND MARK ON THE
 KX1893'LEFT, 7.9 METERS (26.0 FT) NORTHEAST FROM CENTERLINE OF STATE
 KX1893'HIGHWAY 268, 9.1 METERS (30.0 FT) NORTH OF CENTER OF FROSTER MILL
 KX1893'ROAD AND 0.6 METER (2.0 FT) WEST OF POWER POLE NO. 202.
 KX1893'THE MARK IS 0.4 METERS  ENE FROM A WITNESS POST.
 KX1893'THE MARK IS 1.8 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0149 ***********************************************************************
 ND0149  DESIGNATION -  J 405
 ND0149  PID         -  ND0149
 ND0149  STATE/COUNTY-  PA/ERIE
 ND0149  USGS QUAD   -  ERIE SOUTH (1996)
 ND0149
 ND0149                         *CURRENT SURVEY CONTROL
 ND0149  ___________________________________________________________________
 ND0149* NAD 83(1986)-  42 02 20.     (N)    080 01 08.     (W)     SCALED    
 ND0149* NAVD 88     -       368.547  (meters)    1209.14   (feet)  ADJUSTED  
 ND0149  ___________________________________________________________________
 ND0149  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 ND0149  DYNAMIC HT  -         368.404 (meters)    1208.67  (feet)  COMP
 ND0149  MODELED GRAV-     980,222.0   (mgal)                       NAVD 88
 ND0149
 ND0149  VERT ORDER  -  FIRST     CLASS II
 ND0149
 ND0149.The horizontal coordinates were scaled from a topographic map and have
 ND0149.an estimated accuracy of +/- 6 seconds.
 ND0149
 ND0149.The orthometric height was determined by differential leveling
 ND0149.and adjusted by the National Geodetic Survey in June 1991..
 ND0149
 ND0149.The geoid height was determined by GEOID03.
 ND0149
 ND0149.The dynamic height is computed by dividing the NAVD 88
 ND0149.geopotential number by the normal gravity value computed on the
 ND0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0149.degrees latitude (g = 980.6199 gals.).
 ND0149
 ND0149.The modeled gravity was interpolated from observed gravity values.
 ND0149
 ND0149;                    North         East    Units  Estimated Accuracy
 ND0149;SPC PA N     -   210,390.      412,150.      MT  (+/- 180 meters Scaled)
 ND0149
 ND0149                          SUPERSEDED SURVEY CONTROL
 ND0149
 ND0149  NGVD 29 (06/03/92)  368.715  (m)         1209.69   (f) ADJUSTED    1 2
 ND0149
 ND0149.Superseded values are not recommended for survey control.
 ND0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0149.See file dsdata.txt to determine how the superseded data were derived.
 ND0149
 ND0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG812545(NAD 83)
 ND0149_MARKER: I = METAL ROD
 ND0149_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ND0149_SP_SET: STAINLESS STEEL ROD
 ND0149_STAMPING: J 405 1982
 ND0149_MARK LOGO: NGS   
 ND0149_PROJECTION: FLUSH
 ND0149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0149_ROD/PIPE-DEPTH: 3.6  meters
 ND0149
 ND0149  HISTORY     - Date     Condition        Report By
 ND0149  HISTORY     - 1982     MONUMENTED       NGS
 ND0149
 ND0149                          STATION DESCRIPTION
 ND0149
 ND0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ND0149'9.4 KM (5.85 MI) SE FROM ERIE.
 ND0149'9.4 KM (5.85 MI) SOUTHEAST ALONG STATE HIGHWAY 97, IN THE LAWN IN THE
 ND0149'SOUTHWEST CORNER OF PROPERTY OWNED BY MR. JOHN R. CARLSON (HOUSE NO.
 ND0149'8959) AND AT TRANSFORMER POLE NO. 430, 19.8 METERS (65.1 FT)
 ND0149'SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE NO. 8959, 9.9 METERS (32.6
 ND0149'FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 97, 1.1 METERS (3.5
 ND0149'FT) WEST OF 1.5 METERS PINE TREE AND 0.9 METER (3.0 FT) EAST OF
 ND0149'TRANSFORMER POLE NO. 430.
 ND0149'THE MARK IS 1.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1772 ***********************************************************************
 MB1772  DESIGNATION -  J 406
 MB1772  PID         -  MB1772
 MB1772  STATE/COUNTY-  PA/CRAWFORD
 MB1772  USGS QUAD   -  CAMBRIDGE SPRINGS (1975)
 MB1772
 MB1772                         *CURRENT SURVEY CONTROL
 MB1772  ___________________________________________________________________
 MB1772* NAD 83(1986)-  41 46 14.     (N)    080 06 48.     (W)     SCALED    
 MB1772* NAVD 88     -       348.070  (meters)    1141.96   (feet)  ADJUSTED  
 MB1772  ___________________________________________________________________
 MB1772  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 MB1772  DYNAMIC HT  -         347.925 (meters)    1141.48  (feet)  COMP
 MB1772  MODELED GRAV-     980,197.0   (mgal)                       NAVD 88
 MB1772
 MB1772  VERT ORDER  -  FIRST     CLASS II
 MB1772
 MB1772.The horizontal coordinates were scaled from a topographic map and have
 MB1772.an estimated accuracy of +/- 6 seconds.
 MB1772
 MB1772.The orthometric height was determined by differential leveling
 MB1772.and adjusted by the National Geodetic Survey in June 1991..
 MB1772
 MB1772.The geoid height was determined by GEOID03.
 MB1772
 MB1772.The dynamic height is computed by dividing the NAVD 88
 MB1772.geopotential number by the normal gravity value computed on the
 MB1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1772.degrees latitude (g = 980.6199 gals.).
 MB1772
 MB1772.The modeled gravity was interpolated from observed gravity values.
 MB1772
 MB1772;                    North         East    Units  Estimated Accuracy
 MB1772;SPC PA N     -   180,800.      403,520.      MT  (+/- 180 meters Scaled)
 MB1772
 MB1772                          SUPERSEDED SURVEY CONTROL
 MB1772
 MB1772  NGVD 29 (06/03/92)  348.223  (m)         1142.46   (f) ADJUSTED    1 2
 MB1772
 MB1772.Superseded values are not recommended for survey control.
 MB1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1772.See file dsdata.txt to determine how the superseded data were derived.
 MB1772
 MB1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG736246(NAD 83)
 MB1772_MARKER: I = METAL ROD
 MB1772_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1772_SP_SET: STAINLESS STEEL ROD
 MB1772_STAMPING: J 406 1982
 MB1772_MARK LOGO: NGS   
 MB1772_PROJECTION: FLUSH
 MB1772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1772_ROD/PIPE-DEPTH: 19.5 meters
 MB1772
 MB1772  HISTORY     - Date     Condition        Report By
 MB1772  HISTORY     - 1982     MONUMENTED       NGS
 MB1772
 MB1772                          STATION DESCRIPTION
 MB1772
 MB1772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MB1772'IN VENANGO.
 MB1772'6.3 KM (3.95 MI) SOUTHWEST ALONG U.S. HIGHWAY 19 FROM THE BRIDGE OVER
 MB1772'FRENCH CREEK IN CAMBRIDGE SPRINGS TO THE MARK ON THE LEFT IN LAWN OF
 MB1772'THE UNITED METHODIST CHURCH.  ALSO 6.5 KM (4.05 MI) NORTHEAST ALONG
 MB1772'U.S. HIGHWAY 19 FROM THE JUNCTION OF STATE HIGHWAY 198 IN SAEGERTOWN
 MB1772'TO THE MARK ON THE RIGHT, 18.5 METERS (61.0 FT) EAST OF
 MB1772'CENTERLINE OF U.S. HIGHWAY 19, 8.9 METERS (29.5 FT) WEST OF
 MB1772'SOUTHWEST CORNER OF CHURCH AND 6.7 METERS (22.0 FT) NORTH OF
 MB1772'NORTHWEST CORNER OF WHITE HOUSE.
 MB1772'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1792 ***********************************************************************
 MA1792  DESIGNATION -  J 407
 MA1792  PID         -  MA1792
 MA1792  STATE/COUNTY-  PA/VENANGO
 MA1792  USGS QUAD   -  EMLENTON (1979)
 MA1792
 MA1792                         *CURRENT SURVEY CONTROL
 MA1792  ___________________________________________________________________
 MA1792* NAD 83(1986)-  41 12 34.     (N)    079 43 16.     (W)     SCALED    
 MA1792* NAVD 88     -       300.757  (meters)     986.73   (feet)  ADJUSTED  
 MA1792  ___________________________________________________________________
 MA1792  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 MA1792  DYNAMIC HT  -         300.619 (meters)     986.28  (feet)  COMP
 MA1792  MODELED GRAV-     980,156.4   (mgal)                       NAVD 88
 MA1792
 MA1792  VERT ORDER  -  FIRST     CLASS II
 MA1792
 MA1792.The horizontal coordinates were scaled from a topographic map and have
 MA1792.an estimated accuracy of +/- 6 seconds.
 MA1792
 MA1792.The orthometric height was determined by differential leveling
 MA1792.and adjusted by the National Geodetic Survey in June 1991..
 MA1792
 MA1792.The geoid height was determined by GEOID03.
 MA1792
 MA1792.The dynamic height is computed by dividing the NAVD 88
 MA1792.geopotential number by the normal gravity value computed on the
 MA1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1792.degrees latitude (g = 980.6199 gals.).
 MA1792
 MA1792.The modeled gravity was interpolated from observed gravity values.
 MA1792
 MA1792;                    North         East    Units  Estimated Accuracy
 MA1792;SPC PA N     -   117,690.      434,710.      MT  (+/- 180 meters Scaled)
 MA1792
 MA1792                          SUPERSEDED SURVEY CONTROL
 MA1792
 MA1792  NGVD 29 (06/03/92)  300.926  (m)          987.29   (f) ADJUSTED    1 2
 MA1792
 MA1792.Superseded values are not recommended for survey control.
 MA1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1792.See file dsdata.txt to determine how the superseded data were derived.
 MA1792
 MA1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF072627(NAD 83)
 MA1792_MARKER: DB = BENCH MARK DISK
 MA1792_SETTING: 66 = SET IN ROCK OUTCROP
 MA1792_SP_SET: ROCK OUTCROP
 MA1792_STAMPING: J 407 1982
 MA1792_MARK LOGO: NGS   
 MA1792_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA1792+STABILITY: POSITION/ELEVATION WELL
 MA1792
 MA1792  HISTORY     - Date     Condition        Report By
 MA1792  HISTORY     - 1982     MONUMENTED       NGS
 MA1792
 MA1792                          STATION DESCRIPTION
 MA1792
 MA1792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MA1792'3.5 KM (2.2 MI) NORTH FROM EMLENTON.
 MA1792'0.5 KM (0.3 MI) EAST ALONG STATE HIGHWAY 38, FROM THE BRIDGE OVER
 MA1792'THE ALLEGHENY RIVER IN EMLENTON, THENCE 1.3 KM (0.8 MI) NORTHWEST
 MA1792'ALONG KERR AVENUE, THENCE 3.8 KM (2.4 MI) NORTH ALONG DOTTER ROAD TO
 MA1792'THE MARK ON THE LEFT AT A PRIVATE DRIVE.  15.8 METERS (52.0 FT)
 MA1792'SOUTHWEST FROM THE CENTER OF DOTTER ROAD, 3.9 METERS (13.0 FT) NORTH
 MA1792'OF THE CENTER OF A PRIVATE DRIVE, 5.4 METERS (18.0 FT) NORTH OF THE
 MA1792'NORTH GATE POST.
 MA1792'THE MARK IS 0.82 METERS  N FROM A WITNESS POST.
 MA1792'THE MARK IS 0.60 M BELOW DOTTER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1799 ***********************************************************************
 MA1799  DESIGNATION -  J 408
 MA1799  PID         -  MA1799
 MA1799  STATE/COUNTY-  PA/VENANGO
 MA1799  USGS QUAD   -  CRANBERRY (1977)
 MA1799
 MA1799                         *CURRENT SURVEY CONTROL
 MA1799  ___________________________________________________________________
 MA1799* NAD 83(1986)-  41 15 36.     (N)    079 44 34.     (W)     SCALED    
 MA1799* NAVD 88     -       409.184  (meters)    1342.46   (feet)  ADJUSTED  
 MA1799  ___________________________________________________________________
 MA1799  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 MA1799  DYNAMIC HT  -         408.994 (meters)    1341.84  (feet)  COMP
 MA1799  MODELED GRAV-     980,147.4   (mgal)                       NAVD 88
 MA1799
 MA1799  VERT ORDER  -  FIRST     CLASS II
 MA1799
 MA1799.The horizontal coordinates were scaled from a topographic map and have
 MA1799.an estimated accuracy of +/- 6 seconds.
 MA1799
 MA1799.The orthometric height was determined by differential leveling
 MA1799.and adjusted by the National Geodetic Survey in June 1991..
 MA1799
 MA1799.The geoid height was determined by GEOID03.
 MA1799
 MA1799.The dynamic height is computed by dividing the NAVD 88
 MA1799.geopotential number by the normal gravity value computed on the
 MA1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1799.degrees latitude (g = 980.6199 gals.).
 MA1799
 MA1799.The modeled gravity was interpolated from observed gravity values.
 MA1799
 MA1799;                    North         East    Units  Estimated Accuracy
 MA1799;SPC PA N     -   123,340.      433,020.      MT  (+/- 180 meters Scaled)
 MA1799
 MA1799                          SUPERSEDED SURVEY CONTROL
 MA1799
 MA1799  NGVD 29 (06/03/92)  409.346  (m)         1343.00   (f) ADJUSTED    1 2
 MA1799
 MA1799.Superseded values are not recommended for survey control.
 MA1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1799.See file dsdata.txt to determine how the superseded data were derived.
 MA1799
 MA1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF053683(NAD 83)
 MA1799_MARKER: DB = BENCH MARK DISK
 MA1799_SETTING: 66 = SET IN ROCK OUTCROP
 MA1799_SP_SET: ROCK OUTCROP
 MA1799_STAMPING: J 408 1982
 MA1799_MARK LOGO: NGS   
 MA1799_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA1799+STABILITY: POSITION/ELEVATION WELL
 MA1799
 MA1799  HISTORY     - Date     Condition        Report By
 MA1799  HISTORY     - 1982     MONUMENTED       NGS
 MA1799
 MA1799                          STATION DESCRIPTION
 MA1799
 MA1799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MA1799'0.5 KM (0.3 MI) NORTH FROM PITTSVILLE.
 MA1799'0.5 KM (0.3 MI) EAST ALONG STATE HIGHWAY 38 FROM THE BRIDGE OVER THE
 MA1799'ALLEGHENY RIVER IN EMLENTON, THENCE 1.3 KM (0.8 MI) NORTHWEST ALONG
 MA1799'KERR AVENUE, THENCE 10.6 KM (6.65 MI) NORTH ALONG DOTTER ROAD TO THE
 MA1799'MARK ON THE LEFT AT THE BACK OF A DRIVE JUST NORTH OF AN OLD WOOD
 MA1799'FRAME HOUSE.  ALSO 10.9 KM (6.85 MI) SOUTH ALONG STATE HIGHWAY 257
 MA1799'FROM THE JUNCTION OF STATE HIGHWAY 257 AND U.S. HIGHWAY 322 IN
 MA1799'CRANBERRY TO THE MARK ON THE RIGHT AT A PRIVATE DRIVEWAY.  IT IS
 MA1799'20.7 METERS (68.0 FT) WEST FROM THE CENTER OF DOTTER ROAD AND
 MA1799'5.1 METERS (17.0 FT) NORTHWEST OF A 24-INCH OAK TREE.  PIPE IS
 MA1799'FLUSH WITH THE GROUND.
 MA1799'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 MA1799'THE MARK IS 0.6 M ABOVE DOTTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1470 ***********************************************************************
 KW1470  DESIGNATION -  J 41
 KW1470  PID         -  KW1470
 KW1470  STATE/COUNTY-  PA/DAUPHIN
 KW1470  USGS QUAD   -  LYKENS (1977)
 KW1470
 KW1470                         *CURRENT SURVEY CONTROL
 KW1470  ___________________________________________________________________
 KW1470* NAD 83(1986)-  40 34 11.     (N)    076 42 02.     (W)     SCALED    
 KW1470* NAVD 88     -       205.812  (meters)     675.23   (feet)  ADJUSTED  
 KW1470  ___________________________________________________________________
 KW1470  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KW1470  DYNAMIC HT  -         205.711 (meters)     674.90  (feet)  COMP
 KW1470  MODELED GRAV-     980,131.0   (mgal)                       NAVD 88
 KW1470
 KW1470  VERT ORDER  -  SECOND    CLASS 0
 KW1470
 KW1470.The horizontal coordinates were scaled from a topographic map and have
 KW1470.an estimated accuracy of +/- 6 seconds.
 KW1470
 KW1470.The orthometric height was determined by differential leveling
 KW1470.and adjusted by the National Geodetic Survey in June 1991..
 KW1470
 KW1470.The geoid height was determined by GEOID03.
 KW1470
 KW1470.The dynamic height is computed by dividing the NAVD 88
 KW1470.geopotential number by the normal gravity value computed on the
 KW1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1470.degrees latitude (g = 980.6199 gals.).
 KW1470
 KW1470.The modeled gravity was interpolated from observed gravity values.
 KW1470
 KW1470;                    North         East    Units  Estimated Accuracy
 KW1470;SPC PA S     -   137,810.      688,860.      MT  (+/- 180 meters Scaled)
 KW1470
 KW1470                          SUPERSEDED SURVEY CONTROL
 KW1470
 KW1470  NGVD 29 (??/??/??)  206.059  (m)          676.05   (f) ADJUSTED    2 0
 KW1470
 KW1470.Superseded values are not recommended for survey control.
 KW1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1470.See file dsdata.txt to determine how the superseded data were derived.
 KW1470
 KW1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK560923(NAD 83)
 KW1470_MARKER: DB = BENCH MARK DISK
 KW1470_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1470_SP_SET: BULWARK
 KW1470_STAMPING: J 41 1934
 KW1470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1470
 KW1470  HISTORY     - Date     Condition        Report By
 KW1470  HISTORY     - 1934     MONUMENTED       CGS
 KW1470  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KW1470  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW1470
 KW1470                          STATION DESCRIPTION
 KW1470
 KW1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1470'AT LYKENS.
 KW1470'AT LYKENS, DAUPHIN COUNTY, ON THE READING RAILWAY, 60 FEET WEST
 KW1470'OF THE NORTHWEST CORNER OF THE STATION, AT A 12-INCH WATER PIPE,
 KW1470'IN THE SOUTH CONCRETE BULWARK, AND 2 FEET WEST OF THE EAST END.
 KW1470
 KW1470                          STATION RECOVERY (1987)
 KW1470
 KW1470'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 KW1470'MARK NOT FOUND.
 KW1470
 KW1470                          STATION RECOVERY (1989)
 KW1470
 KW1470'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2735 ***********************************************************************
 KW2735  DESIGNATION -  J 41 RESET 1982
 KW2735  PID         -  KW2735
 KW2735  STATE/COUNTY-  PA/DAUPHIN
 KW2735  USGS QUAD   -  LYKENS (1977)
 KW2735
 KW2735                         *CURRENT SURVEY CONTROL
 KW2735  ___________________________________________________________________
 KW2735* NAD 83(1986)-  40 34 11.     (N)    076 42 02.     (W)     SCALED    
 KW2735* NAVD 88     -       207.28   (meters)     680.1    (feet)  RESET     
 KW2735  ___________________________________________________________________
 KW2735  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KW2735
 KW2735  VERT ORDER  -  THIRD
 KW2735
 KW2735.The horizontal coordinates were scaled from a topographic map and have
 KW2735.an estimated accuracy of +/- 6 seconds.
 KW2735
 KW2735.The orthometric height was computed from unverified reset data.
 KW2735.No vertical observational check was made to the station.
 KW2735
 KW2735.The geoid height was determined by GEOID03.
 KW2735
 KW2735;                    North         East    Units  Estimated Accuracy
 KW2735;SPC PA S     -   137,810.      688,860.      MT  (+/- 180 meters Scaled)
 KW2735
 KW2735                          SUPERSEDED SURVEY CONTROL
 KW2735
 KW2735  NGVD 29 (02/24/03)  207.53   (m)          680.9    (f) RESET       3  
 KW2735
 KW2735.Superseded values are not recommended for survey control.
 KW2735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2735.See file dsdata.txt to determine how the superseded data were derived.
 KW2735
 KW2735_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK560923(NAD 83)
 KW2735_MARKER: DB = BENCH MARK DISK
 KW2735_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KW2735_SP_SET: PARAPET WALL
 KW2735_STAMPING: J 41 RESET 1982
 KW2735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2735
 KW2735  HISTORY     - Date     Condition        Report By
 KW2735  HISTORY     - 1982     MONUMENTED       NGS
 KW2735
 KW2735                          STATION DESCRIPTION
 KW2735
 KW2735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KW2735'IN LYKENS.
 KW2735'0.15 KM (0.1 MI) WEST ALONG EAST MAIN STREET FROM THE POST OFFICE
 KW2735'IN LYKENS, THENCE 0.3 KM (0.2 MI) NORTH ALONG MARKET STREET TO A
 KW2735'BRIDGE OVER A SMALL CREEK, 4.9 METERS (16.0 FEET) WEST FROM THE
 KW2735'CENTER OF MARKET STREET, 8.5 METERS (28.0 FEET) SOUTH FROM THE CENTER
 KW2735'OF THE BRIDGE, 14.9 METERS (49.0 FEET) NORTHEAST FROM THE NORTHEAST
 KW2735'CORNER OF THE PORCH OF A HOUSE NUMBERED 218 MARKET STREET, 15.6
 KW2735'METERS (51.3 FEET) NORTHEAST OF A POWERLINE POLE NUMBER A6, AND 2.7
 KW2735'METERS (8.8 FEET) NORTH OF THE SOUTHWEST END OF THE WEST PARAPET
 KW2735'WALL OF THE BRIDGE.
 KW2735'THE MARK IS 2.9 FT ABOVE MARKET ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1578 ***********************************************************************
 LZ1578  DESIGNATION -  J 411 PADH
 LZ1578  PID         -  LZ1578
 LZ1578  STATE/COUNTY-  PA/BRADFORD
 LZ1578  USGS QUAD   -  GILLETT (1969)
 LZ1578
 LZ1578                         *CURRENT SURVEY CONTROL
 LZ1578  ___________________________________________________________________
 LZ1578* NAD 83(1986)-  41 57 38.     (N)    076 47 12.     (W)     SCALED    
 LZ1578* NAVD 88     -       356.492  (meters)    1169.59   (feet)  ADJUSTED  
 LZ1578  ___________________________________________________________________
 LZ1578  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 LZ1578  DYNAMIC HT  -         356.347 (meters)    1169.12  (feet)  COMP
 LZ1578  MODELED GRAV-     980,206.2   (mgal)                       NAVD 88
 LZ1578
 LZ1578  VERT ORDER  -  FIRST     CLASS II
 LZ1578
 LZ1578.The horizontal coordinates were scaled from a topographic map and have
 LZ1578.an estimated accuracy of +/- 6 seconds.
 LZ1578
 LZ1578.The orthometric height was determined by differential leveling
 LZ1578.and adjusted by the National Geodetic Survey in June 1991..
 LZ1578
 LZ1578.The geoid height was determined by GEOID03.
 LZ1578
 LZ1578.The dynamic height is computed by dividing the NAVD 88
 LZ1578.geopotential number by the normal gravity value computed on the
 LZ1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1578.degrees latitude (g = 980.6199 gals.).
 LZ1578
 LZ1578.The modeled gravity was interpolated from observed gravity values.
 LZ1578
 LZ1578;                    North         East    Units  Estimated Accuracy
 LZ1578;SPC PA N     -   199,670.      679,860.      MT  (+/- 180 meters Scaled)
 LZ1578
 LZ1578                          SUPERSEDED SURVEY CONTROL
 LZ1578
 LZ1578.No superseded survey control is available for this station.
 LZ1578
 LZ1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM519469(NAD 83)
 LZ1578_MARKER: DD = SURVEY DISK
 LZ1578_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LZ1578_SP_SET: ABUTMENT ON BEDROCK
 LZ1578_STAMPING: J 411 1983
 LZ1578_MARK LOGO: PADH  
 LZ1578_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ1578+STABILITY: POSITION/ELEVATION WELL
 LZ1578
 LZ1578  HISTORY     - Date     Condition        Report By
 LZ1578  HISTORY     - 1983     MONUMENTED       PADH
 LZ1578
 LZ1578                          STATION DESCRIPTION
 LZ1578
 LZ1578'DESCRIBED BY PA DEPT OF HIGHWAYS 1983
 LZ1578'0.6 KM (0.4 MI) NORTH FROM GILLETT.
 LZ1578'0.6 KM (0.4 MI) NORTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE IN
 LZ1578'GILLETT TO THE MARK ON THE RIGHT, IN THE SOUTHEAST ABUTMENT OF THE
 LZ1578'BRIDGE, 4.8 METERS (16.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 LZ1578'HIGHWAY.
 LZ1578'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1603 ***********************************************************************
 LZ1603  DESIGNATION -  J 412
 LZ1603  PID         -  LZ1603
 LZ1603  STATE/COUNTY-  PA/TIOGA
 LZ1603  USGS QUAD   -  RALSTON (1986)
 LZ1603
 LZ1603                         *CURRENT SURVEY CONTROL
 LZ1603  ___________________________________________________________________
 LZ1603* NAD 83(1986)-  41 34 12.     (N)    076 56 36.     (W)     SCALED    
 LZ1603* NAVD 88     -       301.901  (meters)     990.49   (feet)  ADJUSTED  
 LZ1603  ___________________________________________________________________
 LZ1603  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 LZ1603  DYNAMIC HT  -         301.770 (meters)     990.06  (feet)  COMP
 LZ1603  MODELED GRAV-     980,180.9   (mgal)                       NAVD 88
 LZ1603
 LZ1603  VERT ORDER  -  FIRST     CLASS II
 LZ1603
 LZ1603.The horizontal coordinates were scaled from a topographic map and have
 LZ1603.an estimated accuracy of +/- 6 seconds.
 LZ1603
 LZ1603.The orthometric height was determined by differential leveling
 LZ1603.and adjusted by the National Geodetic Survey in June 1991..
 LZ1603
 LZ1603.The geoid height was determined by GEOID03.
 LZ1603
 LZ1603.The dynamic height is computed by dividing the NAVD 88
 LZ1603.geopotential number by the normal gravity value computed on the
 LZ1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1603.degrees latitude (g = 980.6199 gals.).
 LZ1603
 LZ1603.The modeled gravity was interpolated from observed gravity values.
 LZ1603
 LZ1603;                    North         East    Units  Estimated Accuracy
 LZ1603;SPC PA N     -   156,160.      667,280.      MT  (+/- 180 meters Scaled)
 LZ1603
 LZ1603                          SUPERSEDED SURVEY CONTROL
 LZ1603
 LZ1603.No superseded survey control is available for this station.
 LZ1603
 LZ1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM379038(NAD 83)
 LZ1603_MARKER: I = METAL ROD
 LZ1603_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LZ1603_SP_SET: STAINLESS STEEL ROD
 LZ1603_STAMPING: J 412 1983
 LZ1603_MARK LOGO: NGS   
 LZ1603_PROJECTION: FLUSH
 LZ1603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1603_ROD/PIPE-DEPTH: 7.3  meters
 LZ1603
 LZ1603  HISTORY     - Date     Condition        Report By
 LZ1603  HISTORY     - 1983     MONUMENTED       NGS
 LZ1603
 LZ1603                          STATION DESCRIPTION
 LZ1603
 LZ1603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LZ1603'1.3 KM (0.85 MI) NORTH FROM ROARING BRANCH.
 LZ1603'1.3 KM (0.85 MI) NORTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE IN
 LZ1603'ROARING BRANCH TO THE MARK ON THE LEFT, IN THE LAWN OF THE MIDWAY
 LZ1603'TRUCK STOP, 26.8 METERS (88.0 FT) NORTH OF THE CENTERLINE OF THE
 LZ1603'HIGHWAY, 22.2 METERS (73.0 FT) EAST OF THE SOUTHEAST CORNER OF THE
 LZ1603'TRUCK STOP BUILDING, 0.76 METER (2.5 FT) NORTH OF POWER POLE 3U644.
 LZ1603'THE MARK IS 0.45 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1628 ***********************************************************************
 LZ1628  DESIGNATION -  J 413
 LZ1628  PID         -  LZ1628
 LZ1628  STATE/COUNTY-  PA/LYCOMING
 LZ1628  USGS QUAD   -  MONTOURSVILLE SOUTH (1994)
 LZ1628
 LZ1628                         *CURRENT SURVEY CONTROL
 LZ1628  ___________________________________________________________________
 LZ1628* NAD 83(1986)-  41 13 42.     (N)    076 57 53.     (W)     SCALED    
 LZ1628* NAVD 88     -       225.342  (meters)     739.31   (feet)  ADJUSTED  
 LZ1628  ___________________________________________________________________
 LZ1628  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 LZ1628  DYNAMIC HT  -         225.242 (meters)     738.98  (feet)  COMP
 LZ1628  MODELED GRAV-     980,175.4   (mgal)                       NAVD 88
 LZ1628
 LZ1628  VERT ORDER  -  FIRST     CLASS II
 LZ1628
 LZ1628.The horizontal coordinates were scaled from a topographic map and have
 LZ1628.an estimated accuracy of +/- 6 seconds.
 LZ1628
 LZ1628.The orthometric height was determined by differential leveling
 LZ1628.and adjusted by the National Geodetic Survey in June 1991..
 LZ1628
 LZ1628.The geoid height was determined by GEOID03.
 LZ1628
 LZ1628.The dynamic height is computed by dividing the NAVD 88
 LZ1628.geopotential number by the normal gravity value computed on the
 LZ1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1628.degrees latitude (g = 980.6199 gals.).
 LZ1628
 LZ1628.The modeled gravity was interpolated from observed gravity values.
 LZ1628
 LZ1628;                    North         East    Units  Estimated Accuracy
 LZ1628;SPC PA N     -   118,200.      665,840.      MT  (+/- 180 meters Scaled)
 LZ1628
 LZ1628                          SUPERSEDED SURVEY CONTROL
 LZ1628
 LZ1628.No superseded survey control is available for this station.
 LZ1628
 LZ1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL353659(NAD 83)
 LZ1628_MARKER: I = METAL ROD
 LZ1628_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LZ1628_SP_SET: STAINLESS STEEL ROD
 LZ1628_STAMPING: J 413 1983
 LZ1628_MARK LOGO: NGS   
 LZ1628_PROJECTION: FLUSH
 LZ1628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1628_ROD/PIPE-DEPTH: 5.6  meters
 LZ1628
 LZ1628  HISTORY     - Date     Condition        Report By
 LZ1628  HISTORY     - 1983     MONUMENTED       NGS
 LZ1628  HISTORY     - 19940518 MARK NOT FOUND   USGS
 LZ1628
 LZ1628                          STATION DESCRIPTION
 LZ1628
 LZ1628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LZ1628'4.5 KM (2.8 MI) SOUTH FROM WILLIAMSPORT.
 LZ1628'4.5 KM (2.8 MI) SOUTH ALONG U.S. HIGHWAY 15 FROM THE MARKET STREET
 LZ1628'BRIDGE OVER SUSQUEHANNA RIVER IN WILLIAMSPORT TO THE MARK ON THE LEFT,
 LZ1628'AT CABLE POLE 17 WITH GUY WIRE, 8.9 METERS (29.5 FT) NORTH OF THE
 LZ1628'CENTER OF U.S. HIGHWAY 15, 0.30 METER (1.0 FT) NORTH OF CABLE POLE 17,
 LZ1628'9.6 METERS (31.5 FT) SOUTHWEST OF THE SOUTH END OF CITY VIEW MOTEL
 LZ1628'SIGN.
 LZ1628'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LZ1628
 LZ1628                          STATION RECOVERY (1994)
 LZ1628
 LZ1628'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (DVH)
 LZ1628'ALL REFERENCES WERE IN PLACE BUT AREA WHERE MARK SHOULD HAVE BEEN WAS
 LZ1628'DISTURBED.  MARK MAY STILL BE THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY2927 ***********************************************************************
 KY2927  DESIGNATION -  J 414
 KY2927  PID         -  KY2927
 KY2927  STATE/COUNTY-  PA/BUTLER
 KY2927  USGS QUAD   -  EVANS CITY (1977)
 KY2927
 KY2927                         *CURRENT SURVEY CONTROL
 KY2927  ___________________________________________________________________
 KY2927* NAD 83(1986)-  40 47 09.     (N)    080 05 21.     (W)     SCALED    
 KY2927* NAVD 88     -       285.715  (meters)     937.38   (feet)  ADJUSTED  
 KY2927  ___________________________________________________________________
 KY2927  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 KY2927  DYNAMIC HT  -         285.570 (meters)     936.91  (feet)  COMP
 KY2927  MODELED GRAV-     980,109.2   (mgal)                       NAVD 88
 KY2927
 KY2927  VERT ORDER  -  FIRST     CLASS II
 KY2927
 KY2927.The horizontal coordinates were scaled from a topographic map and have
 KY2927.an estimated accuracy of +/- 6 seconds.
 KY2927
 KY2927.The orthometric height was determined by differential leveling
 KY2927.and adjusted by the National Geodetic Survey in June 1991..
 KY2927
 KY2927.The geoid height was determined by GEOID03.
 KY2927
 KY2927.The dynamic height is computed by dividing the NAVD 88
 KY2927.geopotential number by the normal gravity value computed on the
 KY2927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2927.degrees latitude (g = 980.6199 gals.).
 KY2927
 KY2927.The modeled gravity was interpolated from observed gravity values.
 KY2927
 KY2927;                    North         East    Units  Estimated Accuracy
 KY2927;SPC PA S     -   163,900.      402,590.      MT  (+/- 180 meters Scaled)
 KY2927
 KY2927                          SUPERSEDED SURVEY CONTROL
 KY2927
 KY2927  NGVD 29 (06/03/92)  285.850  (m)          937.83   (f) ADJUSTED    1 2
 KY2927
 KY2927.Superseded values are not recommended for survey control.
 KY2927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2927.See file dsdata.txt to determine how the superseded data were derived.
 KY2927
 KY2927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF768153(NAD 83)
 KY2927_MARKER: I = METAL ROD
 KY2927_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KY2927_SP_SET: STAINLESS STEEL ROD
 KY2927_STAMPING: J 414 1983
 KY2927_MARK LOGO: NGS   
 KY2927_PROJECTION: FLUSH
 KY2927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY2927_ROD/PIPE-DEPTH: 8.2  meters
 KY2927
 KY2927  HISTORY     - Date     Condition        Report By
 KY2927  HISTORY     - 1983     MONUMENTED       NGS
 KY2927
 KY2927                          STATION DESCRIPTION
 KY2927
 KY2927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2927'3.0 KM (1.9 MI) NW FROM EVANS CITY.
 KY2927'3.0 KM (1.9 MI) NORTHWEST ALONG STATE HIGHWAY 68 FROM THE BRIDGE OVER
 KY2927'BREAKNECK CREEK IN EVANS CITY TO THE MARK ON THE RIGHT, 8.6 METERS
 KY2927'(28.5 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 17.0 METERS
 KY2927'(56.0 FT) SOUTHWEST OF A HEADWALL, 1.2 METERS (4.0 FT) NORTHEAST OF A
 KY2927'CURVE SIGN.
 KY2927'THE MARK IS 0.45 METERS  SW FROM A WITNESS POST.
 KY2927'THE MARK IS 0.15 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1055 ***********************************************************************
 JW1055  DESIGNATION -  J 416
 JW1055  PID         -  JW1055
 JW1055  STATE/COUNTY-  PA/FAYETTE
 JW1055  USGS QUAD   -  SMITHFIELD (1979)
 JW1055
 JW1055                         *CURRENT SURVEY CONTROL
 JW1055  ___________________________________________________________________
 JW1055* NAD 83(1986)-  39 48 11.     (N)    079 48 27.     (W)     SCALED    
 JW1055* NAVD 88     -       331.743  (meters)    1088.39   (feet)  ADJUSTED  
 JW1055  ___________________________________________________________________
 JW1055  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 JW1055  DYNAMIC HT  -         331.551 (meters)    1087.76  (feet)  COMP
 JW1055  MODELED GRAV-     980,039.4   (mgal)                       NAVD 88
 JW1055
 JW1055  VERT ORDER  -  FIRST     CLASS II
 JW1055
 JW1055.The horizontal coordinates were scaled from a topographic map and have
 JW1055.an estimated accuracy of +/- 6 seconds.
 JW1055
 JW1055.The orthometric height was determined by differential leveling
 JW1055.and adjusted by the National Geodetic Survey in June 1991..
 JW1055
 JW1055.The geoid height was determined by GEOID03.
 JW1055
 JW1055.The dynamic height is computed by dividing the NAVD 88
 JW1055.geopotential number by the normal gravity value computed on the
 JW1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1055.degrees latitude (g = 980.6199 gals.).
 JW1055
 JW1055.The modeled gravity was interpolated from observed gravity values.
 JW1055
 JW1055;                    North         East    Units  Estimated Accuracy
 JW1055;SPC PA S     -    54,210.      423,810.      MT  (+/- 180 meters Scaled)
 JW1055
 JW1055                          SUPERSEDED SURVEY CONTROL
 JW1055
 JW1055.No superseded survey control is available for this station.
 JW1055
 JW1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE020065(NAD 83)
 JW1055_MARKER: I = METAL ROD
 JW1055_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JW1055+WITH SETTING: INFORMATION.
 JW1055_SP_SET: SHALLOW SET METAL ROD
 JW1055_STAMPING: J 416 1983
 JW1055_MARK LOGO: NGS   
 JW1055_PROJECTION: FLUSH
 JW1055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1055_ROD/PIPE-DEPTH: 1.8  meters
 JW1055
 JW1055  HISTORY     - Date     Condition        Report By
 JW1055  HISTORY     - 1983     MONUMENTED       NGS
 JW1055  HISTORY     - 20010713 GOOD             PADT
 JW1055
 JW1055                          STATION DESCRIPTION
 JW1055
 JW1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1055'IN SMITHFIELD.
 JW1055'IN SMITHFIELD, IN THE EAST ANGLE OF THE JUNCTION OF MAIN AND LIBERTY
 JW1055'STREETS, NEAR THE ROCK MEMORIAL WITH THE HONOR ROLLS OF WAR VETERANS,
 JW1055'15.85 METERS (52.0 FT) SOUTHEAST OF THE CENTERLINE OF MAIN STREET,
 JW1055'10.36 METERS (34.0 FT) NORTHEAST OF THE CENTER OF LIBERTY STREET,
 JW1055'3.63 METERS (11.9 FT) SOUTHWEST OF THE SOUTHWEST FACE OF THE MONUMENT.
 JW1055'NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL
 JW1055'AND ANCHORED.
 JW1055'THE MARK IS ABOVE LEVEL WITH STREETS.
 JW1055
 JW1055                          STATION RECOVERY (2001)
 JW1055
 JW1055'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (GDD)
 JW1055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1912 ***********************************************************************
 KX1912  DESIGNATION -  J 417
 KX1912  PID         -  KX1912
 KX1912  STATE/COUNTY-  PA/FAYETTE
 KX1912  USGS QUAD   -  FAYETTE CITY (1979)
 KX1912
 KX1912                         *CURRENT SURVEY CONTROL
 KX1912  ___________________________________________________________________
 KX1912* NAD 83(1986)-  40 00 59.     (N)    079 52 26.     (W)     SCALED    
 KX1912* NAVD 88     -       332.928  (meters)    1092.28   (feet)  ADJUSTED  
 KX1912  ___________________________________________________________________
 KX1912  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KX1912  DYNAMIC HT  -         332.747 (meters)    1091.69  (feet)  COMP
 KX1912  MODELED GRAV-     980,070.2   (mgal)                       NAVD 88
 KX1912
 KX1912  VERT ORDER  -  FIRST     CLASS II
 KX1912
 KX1912.The horizontal coordinates were scaled from a topographic map and have
 KX1912.an estimated accuracy of +/- 6 seconds.
 KX1912
 KX1912.The orthometric height was determined by differential leveling
 KX1912.and adjusted by the National Geodetic Survey in June 1991..
 KX1912
 KX1912.The geoid height was determined by GEOID03.
 KX1912
 KX1912.The dynamic height is computed by dividing the NAVD 88
 KX1912.geopotential number by the normal gravity value computed on the
 KX1912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1912.degrees latitude (g = 980.6199 gals.).
 KX1912
 KX1912.The modeled gravity was interpolated from observed gravity values.
 KX1912
 KX1912;                    North         East    Units  Estimated Accuracy
 KX1912;SPC PA S     -    78,020.      418,700.      MT  (+/- 180 meters Scaled)
 KX1912
 KX1912                          SUPERSEDED SURVEY CONTROL
 KX1912
 KX1912.No superseded survey control is available for this station.
 KX1912
 KX1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE961301(NAD 83)
 KX1912_MARKER: DB = BENCH MARK DISK
 KX1912_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KX1912_SP_SET: ABUTMENT
 KX1912_STAMPING: J 417 1983
 KX1912_MARK LOGO: NGS   
 KX1912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1912
 KX1912  HISTORY     - Date     Condition        Report By
 KX1912  HISTORY     - 1983     MONUMENTED       NGS
 KX1912
 KX1912                          STATION DESCRIPTION
 KX1912
 KX1912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KX1912'1.1 KM (0.7 MI) SE FROM BROWNSVILLE.
 KX1912'1.1 KM (0.7 MI) SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE SOUTHEAST END
 KX1912'OF THE BRIDGE OVER THE MONONGAHELA RIVER IN BROWNSVILLE TO A BRIDGE
 KX1912'OVER A PAVED ROAD AND THE MARK ON THE LEFT, IN TOP OF THE EAST END OF
 KX1912'THE NORTH ABUTMENT OF THE BRIDGE, 7.32 METERS (24.0 FT) EAST OF THE
 KX1912'CENTERLINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 0.24 METER (0.8 FT)
 KX1912'WEST OF THE EAST END OF THE ABUTMENT.
 KX1912'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0310 ***********************************************************************
 KW0310  DESIGNATION -  J 42
 KW0310  PID         -  KW0310
 KW0310  STATE/COUNTY-  PA/SCHUYLKILL
 KW0310  USGS QUAD   -  POTTSVILLE (1994)
 KW0310
 KW0310                         *CURRENT SURVEY CONTROL
 KW0310  ___________________________________________________________________
 KW0310* NAD 83(1986)-  40 41 43.     (N)    076 10 18.     (W)     SCALED    
 KW0310* NAVD 88     -       192.752  (meters)     632.39   (feet)  POSTED    
 KW0310  ___________________________________________________________________
 KW0310  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KW0310  DYNAMIC HT  -         192.660 (meters)     632.09  (feet)  COMP
 KW0310  MODELED GRAV-     980,134.5   (mgal)                       NAVD 88
 KW0310
 KW0310  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 KW0310
 KW0310.The horizontal coordinates were scaled from a topographic map and have
 KW0310.an estimated accuracy of +/- 6 seconds.
 KW0310
 KW0310.The orthometric height was determined by differential leveling
 KW0310.and adjusted by the National Geodetic Survey in 1992..
 KW0310.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 KW0310.rate greater than 8.0 mm/km.
 KW0310
 KW0310.The geoid height was determined by GEOID03.
 KW0310
 KW0310.The dynamic height is computed by dividing the NAVD 88
 KW0310.geopotential number by the normal gravity value computed on the
 KW0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0310.degrees latitude (g = 980.6199 gals.).
 KW0310
 KW0310.The modeled gravity was interpolated from observed gravity values.
 KW0310
 KW0310;                    North         East    Units  Estimated Accuracy
 KW0310;SPC PA S     -   152,420.      733,390.      MT  (+/- 180 meters Scaled)
 KW0310
 KW0310                          SUPERSEDED SURVEY CONTROL
 KW0310
 KW0310  NGVD 29 (??/??/??)  193.160  (m)          633.73   (f) ADJUSTED    2 0
 KW0310
 KW0310.Superseded values are not recommended for survey control.
 KW0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0310.See file dsdata.txt to determine how the superseded data were derived.
 KW0310
 KW0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL010055(NAD 83)
 KW0310_MARKER: DB = BENCH MARK DISK
 KW0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0310_STAMPING: J 42 1934
 KW0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0310+STABILITY: SURFACE MOTION
 KW0310
 KW0310  HISTORY     - Date     Condition        Report By
 KW0310  HISTORY     - 1934     MONUMENTED       CGS
 KW0310  HISTORY     - 1975     MARK NOT FOUND   NGS
 KW0310
 KW0310                          STATION DESCRIPTION
 KW0310
 KW0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0310'AT PORT CARBON.
 KW0310'AT PORT CARBON, SCHUYLKILL COUNTY, ABOUT 200 FEET NORTH OF THE
 KW0310'READING CO. RAILWAY STATION, ABOUT 1,810 FEET NORTH OF MILL CREEK
 KW0310'JUNCTION, 65 FEET SOUTHWEST OF THE CROSSING OF POTTSVILLE STREET,
 KW0310'40 FEET SOUTH OF THE CENTER LINE OF THE STREET, 45 FEET WEST OF
 KW0310'THE CENTER LINE OF THE TRACK, AND 1 FOOT LOWER THAN THE TOP OF THE
 KW0310'RAIL.  A STANDARD DISK, STAMPED J 42 1934 AND SET IN THE TOP OF A
 KW0310'CONCRETE POST.
 KW0310
 KW0310                          STATION RECOVERY (1975)
 KW0310
 KW0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 KW0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0425 ***********************************************************************
 KW0425  DESIGNATION -  J 43
 KW0425  PID         -  KW0425
 KW0425  STATE/COUNTY-  PA/COLUMBIA
 KW0425  USGS QUAD   -  CATAWISSA (1984)
 KW0425
 KW0425                         *CURRENT SURVEY CONTROL
 KW0425  ___________________________________________________________________
 KW0425* NAD 83(1986)-  40 58 55.     (N)    076 28 22.     (W)     SCALED    
 KW0425* NAVD 88     -       145.931  (meters)     478.78   (feet)  ADJUSTED  
 KW0425  ___________________________________________________________________
 KW0425  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KW0425  DYNAMIC HT  -         145.869 (meters)     478.57  (feet)  COMP
 KW0425  MODELED GRAV-     980,198.4   (mgal)                       NAVD 88
 KW0425
 KW0425  VERT ORDER  -  SECOND    CLASS 0
 KW0425
 KW0425.The horizontal coordinates were scaled from a topographic map and have
 KW0425.an estimated accuracy of +/- 6 seconds.
 KW0425
 KW0425.The orthometric height was determined by differential leveling
 KW0425.and adjusted by the National Geodetic Survey in June 1991..
 KW0425
 KW0425.The geoid height was determined by GEOID03.
 KW0425
 KW0425.The dynamic height is computed by dividing the NAVD 88
 KW0425.geopotential number by the normal gravity value computed on the
 KW0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0425.degrees latitude (g = 980.6199 gals.).
 KW0425
 KW0425.The modeled gravity was interpolated from observed gravity values.
 KW0425
 KW0425;                    North         East    Units  Estimated Accuracy
 KW0425;SPC PA N     -    91,330.      707,480.      MT  (+/- 180 meters Scaled)
 KW0425
 KW0425                          SUPERSEDED SURVEY CONTROL
 KW0425
 KW0425  NGVD 29 (??/??/??)  146.155  (m)          479.51   (f) ADJUSTED    2 0
 KW0425
 KW0425.Superseded values are not recommended for survey control.
 KW0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0425.See file dsdata.txt to determine how the superseded data were derived.
 KW0425
 KW0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL761377(NAD 83)
 KW0425_MARKER: DB = BENCH MARK DISK
 KW0425_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0425_SP_SET: BRIDGE
 KW0425_STAMPING: J 43 1934
 KW0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0425
 KW0425  HISTORY     - Date     Condition        Report By
 KW0425  HISTORY     - 1934     MONUMENTED       CGS
 KW0425  HISTORY     - 1973     GOOD             NGS
 KW0425  HISTORY     - 20050421 GOOD             PADT
 KW0425
 KW0425                          STATION DESCRIPTION
 KW0425
 KW0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0425'1.3 MI SW FROM BLOOMSBURG.
 KW0425'1.3 MILES SOUTHWEST ALONG THE ERIE-LACKAWANNA RAILROAD FROM
 KW0425'BLOOMSBURG, 2,685 FEET SOUTHWEST OF MILEPOST 191, AT 200-FOOT
 KW0425'PLATE-GIRDER BRIDGE, 191/52, IN THE WEST END OF THE NORTH
 KW0425'ABUTMENT, 8 FEET WEST OF THE WEST RAIL, AND ABOUT 3 FEET
 KW0425'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED J 43
 KW0425'1934.
 KW0425
 KW0425                          STATION RECOVERY (1973)
 KW0425
 KW0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KW0425'RECOVERED IN GOOD CONDITION.
 KW0425
 KW0425                          STATION RECOVERY (2005)
 KW0425
 KW0425'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (JAG)
 KW0425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2711 ***********************************************************************
 KV2711  DESIGNATION -  J 44
 KV2711  PID         -  KV2711
 KV2711  STATE/COUNTY-  PA/BERKS
 KV2711  USGS QUAD   -  HAMBURG (1977)
 KV2711
 KV2711                         *CURRENT SURVEY CONTROL
 KV2711  ___________________________________________________________________
 KV2711* NAD 83(1986)-  40 33 08.     (N)    075 59 39.     (W)     SCALED    
 KV2711* NAVD 88     -       113.504  (meters)     372.39   (feet)  ADJUSTED  
 KV2711  ___________________________________________________________________
 KV2711  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 KV2711  DYNAMIC HT  -         113.447 (meters)     372.20  (feet)  COMP
 KV2711  MODELED GRAV-     980,123.8   (mgal)                       NAVD 88
 KV2711
 KV2711  VERT ORDER  -  SECOND    CLASS 0
 KV2711
 KV2711.The horizontal coordinates were scaled from a topographic map and have
 KV2711.an estimated accuracy of +/- 6 seconds.
 KV2711
 KV2711.The orthometric height was determined by differential leveling
 KV2711.and adjusted by the National Geodetic Survey in June 1991..
 KV2711
 KV2711.The geoid height was determined by GEOID03.
 KV2711
 KV2711.The dynamic height is computed by dividing the NAVD 88
 KV2711.geopotential number by the normal gravity value computed on the
 KV2711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2711.degrees latitude (g = 980.6199 gals.).
 KV2711
 KV2711.The modeled gravity was interpolated from observed gravity values.
 KV2711
 KV2711;                    North         East    Units  Estimated Accuracy
 KV2711;SPC PA S     -   136,820.      748,710.      MT  (+/- 180 meters Scaled)
 KV2711
 KV2711                          SUPERSEDED SURVEY CONTROL
 KV2711
 KV2711  NGVD 29 (??/??/??)  113.724  (m)          373.11   (f) ADJUSTED    2 0
 KV2711
 KV2711.Superseded values are not recommended for survey control.
 KV2711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2711.See file dsdata.txt to determine how the superseded data were derived.
 KV2711
 KV2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK158895(NAD 83)
 KV2711_MARKER: DB = BENCH MARK DISK
 KV2711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2711_STAMPING: J 44 1934
 KV2711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2711+STABILITY: SURFACE MOTION
 KV2711
 KV2711  HISTORY     - Date     Condition        Report By
 KV2711  HISTORY     - 1934     MONUMENTED       CGS
 KV2711  HISTORY     - 1960     MARK NOT FOUND   CGS
 KV2711
 KV2711                          STATION DESCRIPTION
 KV2711
 KV2711'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV2711'AT HAMBURG.
 KV2711'AT HAMBURG, BERKS COUNTY, ABOUT 112 FEET NORTH OF THE READING
 KV2711'CO. RAILWAY STATION, ABOUT 100 FEET SOUTH OF THE CENTER LINE
 KV2711'OF U.S. HIGHWAY 122, 25 FEET NORTHWEST OF THE CENTER LINE OF
 KV2711'THE FREIGHT STATION, SIDING TRACK, AND ABOUT LEVEL WITH THE TOP
 KV2711'OF THE RAIL.  A STANDARD DISK, STAMPED J 44 1934 AND SET IN THE
 KV2711'TOP OF A CONCRETE POST.
 KV2711
 KV2711                          STATION RECOVERY (1960)
 KV2711
 KV2711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KV2711'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0407 ***********************************************************************
 KW0407  DESIGNATION -  J 45
 KW0407  PID         -  KW0407
 KW0407  STATE/COUNTY-  PA/COLUMBIA
 KW0407  USGS QUAD   -  CATAWISSA (1984)
 KW0407
 KW0407                         *CURRENT SURVEY CONTROL
 KW0407  ___________________________________________________________________
 KW0407* NAD 83(1986)-  40 58 16.     (N)    076 22 39.     (W)     SCALED    
 KW0407* NAVD 88     -       197.654  (meters)     648.47   (feet)  ADJUSTED  
 KW0407  ___________________________________________________________________
 KW0407  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KW0407  DYNAMIC HT  -         197.568 (meters)     648.19  (feet)  COMP
 KW0407  MODELED GRAV-     980,185.7   (mgal)                       NAVD 88
 KW0407
 KW0407  VERT ORDER  -  SECOND    CLASS 0
 KW0407
 KW0407.The horizontal coordinates were scaled from a topographic map and have
 KW0407.an estimated accuracy of +/- 6 seconds.
 KW0407
 KW0407.The orthometric height was determined by differential leveling
 KW0407.and adjusted by the National Geodetic Survey in June 1991..
 KW0407
 KW0407.The geoid height was determined by GEOID03.
 KW0407
 KW0407.The dynamic height is computed by dividing the NAVD 88
 KW0407.geopotential number by the normal gravity value computed on the
 KW0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0407.degrees latitude (g = 980.6199 gals.).
 KW0407
 KW0407.The modeled gravity was interpolated from observed gravity values.
 KW0407
 KW0407;                    North         East    Units  Estimated Accuracy
 KW0407;SPC PA N     -    90,250.      715,520.      MT  (+/- 180 meters Scaled)
 KW0407
 KW0407                          SUPERSEDED SURVEY CONTROL
 KW0407
 KW0407  NGVD 29 (??/??/??)  197.868  (m)          649.17   (f) ADJUSTED    2 0
 KW0407
 KW0407.Superseded values are not recommended for survey control.
 KW0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0407.See file dsdata.txt to determine how the superseded data were derived.
 KW0407
 KW0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL840364(NAD 83)
 KW0407_MARKER: DB = BENCH MARK DISK
 KW0407_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0407_SP_SET: BASE
 KW0407_STAMPING: J 45 1934
 KW0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0407
 KW0407  HISTORY     - Date     Condition        Report By
 KW0407  HISTORY     - 1934     MONUMENTED       CGS
 KW0407
 KW0407                          STATION DESCRIPTION
 KW0407
 KW0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0407'AT MAINVILLE.
 KW0407'160 FEET SOUTH OF THE READING CO. RAILWAY STATION, ABOUT 60
 KW0407'FEET SOUTH OF POLE 139 35, AT THE WATER COLUMN, IN THE NORTHEAST
 KW0407'CORNER OF THE CONCRETE BASE, 8 FEET EAST OF THE EAST RAIL, AND
 KW0407'ABOUT 1 FOOT HIGHER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0544 ***********************************************************************
 KW0544  DESIGNATION -  J 46
 KW0544  PID         -  KW0544
 KW0544  STATE/COUNTY-  PA/LEBANON
 KW0544  USGS QUAD   -  LEBANON (1995)
 KW0544
 KW0544                         *CURRENT SURVEY CONTROL
 KW0544  ___________________________________________________________________
 KW0544* NAD 83(1986)-  40 22 10.     (N)    076 28 40.     (W)     SCALED    
 KW0544* NAVD 88     -       157.971  (meters)     518.28   (feet)  ADJUSTED  
 KW0544  ___________________________________________________________________
 KW0544  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 KW0544  DYNAMIC HT  -         157.889 (meters)     518.01  (feet)  COMP
 KW0544  MODELED GRAV-     980,104.8   (mgal)                       NAVD 88
 KW0544
 KW0544  VERT ORDER  -  SECOND    CLASS 0
 KW0544
 KW0544.The horizontal coordinates were scaled from a topographic map and have
 KW0544.an estimated accuracy of +/- 6 seconds.
 KW0544
 KW0544.The orthometric height was determined by differential leveling
 KW0544.and adjusted by the National Geodetic Survey in June 1991..
 KW0544
 KW0544.The geoid height was determined by GEOID03.
 KW0544
 KW0544.The dynamic height is computed by dividing the NAVD 88
 KW0544.geopotential number by the normal gravity value computed on the
 KW0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0544.degrees latitude (g = 980.6199 gals.).
 KW0544
 KW0544.The modeled gravity was interpolated from observed gravity values.
 KW0544
 KW0544;                    North         East    Units  Estimated Accuracy
 KW0544;SPC PA S     -   115,820.      708,040.      MT  (+/- 180 meters Scaled)
 KW0544
 KW0544                          SUPERSEDED SURVEY CONTROL
 KW0544
 KW0544  NGVD 29 (??/??/??)  158.178  (m)          518.96   (f) ADJUSTED    2 0
 KW0544
 KW0544.Superseded values are not recommended for survey control.
 KW0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0544.See file dsdata.txt to determine how the superseded data were derived.
 KW0544
 KW0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK745698(NAD 83)
 KW0544_MARKER: DB = BENCH MARK DISK
 KW0544_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0544_SP_SET: PIER
 KW0544_STAMPING: J 46 1934
 KW0544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0544
 KW0544  HISTORY     - Date     Condition        Report By
 KW0544  HISTORY     - 1934     MONUMENTED       CGS
 KW0544  HISTORY     - 1955     GOOD             CGS
 KW0544  HISTORY     - 1955     MARK NOT FOUND   USGS
 KW0544  HISTORY     - 20040410 MARK NOT FOUND   GEOCAC
 KW0544
 KW0544                          STATION DESCRIPTION
 KW0544
 KW0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KW0544'4 MI NW FROM LEBANON.
 KW0544'4.0 MILES NORTHWEST ALONG THE READING RAILWAY FROM LEBANON,
 KW0544'LEBANON COUNTY, AT HEILMANDALE, AT THE HIGHWAY BRIDGE OVER THE
 KW0544'TRACK, IN THE WEST END OF THE SOUTH STONE PIER, 10 FEET WEST OF
 KW0544'THE CENTERLINE OF THE TRACK, AND 2.5 FEET HIGHER THAN THE TOP OF
 KW0544'THE RAIL.  A STANDARD DISK, STAMPED J 46 1934.  NOTE-- THE
 KW0544'BRIDGE OVER THE TRACK HAS BEEN REBUILT AND HEAVY TIMBERS ARE NOW
 KW0544'PLACED ALONG THE TOP OF THE STONE PIERS.  THE BENCH MARK IS
 KW0544'PROBABLY COVERED BY THE TIMBERS.
 KW0544
 KW0544                          STATION RECOVERY (1955)
 KW0544
 KW0544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 KW0544'MARK NOT FOUND.
 KW0544
 KW0544                          STATION RECOVERY (2004)
 KW0544
 KW0544'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0544'BRIDGE HAS BEEN REMOVED OR FILLED IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0322 ***********************************************************************
 LZ0322  DESIGNATION -  J 47
 LZ0322  PID         -  LZ0322
 LZ0322  STATE/COUNTY-  PA/LYCOMING
 LZ0322  USGS QUAD   -  MUNCY (1986)
 LZ0322
 LZ0322                         *CURRENT SURVEY CONTROL
 LZ0322  ___________________________________________________________________
 LZ0322* NAD 83(1986)-  41 14 07.     (N)    076 49 20.     (W)     SCALED    
 LZ0322* NAVD 88     -       154.952  (meters)     508.37   (feet)  ADJUSTED  
 LZ0322  ___________________________________________________________________
 LZ0322  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 LZ0322  DYNAMIC HT  -         154.886 (meters)     508.16  (feet)  COMP
 LZ0322  MODELED GRAV-     980,193.9   (mgal)                       NAVD 88
 LZ0322
 LZ0322  VERT ORDER  -  SECOND    CLASS 0
 LZ0322
 LZ0322.The horizontal coordinates were scaled from a topographic map and have
 LZ0322.an estimated accuracy of +/- 6 seconds.
 LZ0322
 LZ0322.The orthometric height was determined by differential leveling
 LZ0322.and adjusted by the National Geodetic Survey in June 1991..
 LZ0322
 LZ0322.The geoid height was determined by GEOID03.
 LZ0322
 LZ0322.The dynamic height is computed by dividing the NAVD 88
 LZ0322.geopotential number by the normal gravity value computed on the
 LZ0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0322.degrees latitude (g = 980.6199 gals.).
 LZ0322
 LZ0322.The modeled gravity was interpolated from observed gravity values.
 LZ0322
 LZ0322;                    North         East    Units  Estimated Accuracy
 LZ0322;SPC PA N     -   119,090.      677,780.      MT  (+/- 180 meters Scaled)
 LZ0322
 LZ0322                          SUPERSEDED SURVEY CONTROL
 LZ0322
 LZ0322  NGVD 29 (??/??/92)  155.16   (m)          509.1    (f) COMPUTED    2 0
 LZ0322
 LZ0322.Superseded values are not recommended for survey control.
 LZ0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0322.See file dsdata.txt to determine how the superseded data were derived.
 LZ0322
 LZ0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL472664(NAD 83)
 LZ0322_MARKER: DB = BENCH MARK DISK
 LZ0322_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0322_SP_SET: BRIDGE
 LZ0322_STAMPING: J 47 1934
 LZ0322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0322
 LZ0322  HISTORY     - Date     Condition        Report By
 LZ0322  HISTORY     - 1934     MONUMENTED       CGS
 LZ0322
 LZ0322                          STATION DESCRIPTION
 LZ0322
 LZ0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0322'AT HALLS.
 LZ0322'AT HALLS ON R.R.R., 500 FT NORTH OF STATION, IN R.R.R. BRIDGE 189/66,
 LZ0322'ON SOUTHEAST WINGWALL, 6 FT EAST OF EAST RAIL, 2 FT BELOW TOP
 LZ0322'OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0323 ***********************************************************************
 LZ0323  DESIGNATION -  J 47 RESET 1942
 LZ0323  PID         -  LZ0323
 LZ0323  STATE/COUNTY-  PA/LYCOMING
 LZ0323  USGS QUAD   -  MUNCY (1986)
 LZ0323
 LZ0323                         *CURRENT SURVEY CONTROL
 LZ0323  ___________________________________________________________________
 LZ0323* NAD 83(1986)-  41 14 07.     (N)    076 49 20.     (W)     SCALED    
 LZ0323* NAVD 88     -       155.018  (meters)     508.59   (feet)  ADJUSTED  
 LZ0323  ___________________________________________________________________
 LZ0323  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 LZ0323  DYNAMIC HT  -         154.951 (meters)     508.37  (feet)  COMP
 LZ0323  MODELED GRAV-     980,193.9   (mgal)                       NAVD 88
 LZ0323
 LZ0323  VERT ORDER  -  SECOND    CLASS 0
 LZ0323
 LZ0323.The horizontal coordinates were scaled from a topographic map and have
 LZ0323.an estimated accuracy of +/- 6 seconds.
 LZ0323
 LZ0323.The orthometric height was determined by differential leveling
 LZ0323.and adjusted by the National Geodetic Survey in June 1991..
 LZ0323
 LZ0323.The geoid height was determined by GEOID03.
 LZ0323
 LZ0323.The dynamic height is computed by dividing the NAVD 88
 LZ0323.geopotential number by the normal gravity value computed on the
 LZ0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0323.degrees latitude (g = 980.6199 gals.).
 LZ0323
 LZ0323.The modeled gravity was interpolated from observed gravity values.
 LZ0323
 LZ0323;                    North         East    Units  Estimated Accuracy
 LZ0323;SPC PA N     -   119,090.      677,780.      MT  (+/- 180 meters Scaled)
 LZ0323
 LZ0323                          SUPERSEDED SURVEY CONTROL
 LZ0323
 LZ0323  NGVD 29 (??/??/92)  155.236  (m)          509.30   (f) ADJ UNCH    2 0
 LZ0323
 LZ0323.Superseded values are not recommended for survey control.
 LZ0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0323.See file dsdata.txt to determine how the superseded data were derived.
 LZ0323
 LZ0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL472664(NAD 83)
 LZ0323_MARKER: DB = BENCH MARK DISK
 LZ0323_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0323_SP_SET: BRIDGE SEAT
 LZ0323_STAMPING: J 47 RESET 1942
 LZ0323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0323_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LZ0323+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2004
 LZ0323
 LZ0323  HISTORY     - Date     Condition        Report By
 LZ0323  HISTORY     - 1942     MONUMENTED       CGS
 LZ0323  HISTORY     - 1969     GOOD             NGS
 LZ0323  HISTORY     - 20040811 GOOD             LCEDPS
 LZ0323
 LZ0323                          STATION DESCRIPTION
 LZ0323
 LZ0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ0323'5.6 MI E FROM MONTOURSVILLE.
 LZ0323'ABOUT 5.6 MILES EAST ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE
 LZ0323'IN MOUNTERSVILLE, 19.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 LZ0323'THE READING RAILROAD, 103 FEET SOUTHEAST OF THE CENTERLINE OF
 LZ0323'THE HIGHWAY, SET IN THE TOP OF THE NORTHEAST BRIDGE SEAT AND IS
 LZ0323'ABOUT 3 FEET BELOW THE LEVEL OF THE RAILROAD.
 LZ0323
 LZ0323                          STATION RECOVERY (2004)
 LZ0323
 LZ0323'RECOVERY NOTE BY   2004 (EMF)
 LZ0323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2759 ***********************************************************************
 KV2759  DESIGNATION -  J 48
 KV2759  PID         -  KV2759
 KV2759  STATE/COUNTY-  PA/CARBON
 KV2759  USGS QUAD   -  CHRISTMANS (1992)
 KV2759
 KV2759                         *CURRENT SURVEY CONTROL
 KV2759  ___________________________________________________________________
 KV2759* NAD 83(1986)-  40 58 27.     (N)    075 44 35.     (W)     SCALED    
 KV2759* NAVD 88     -       274.543  (meters)     900.73   (feet)  ADJUSTED  
 KV2759  ___________________________________________________________________
 KV2759  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 KV2759  DYNAMIC HT  -         274.413 (meters)     900.30  (feet)  COMP
 KV2759  MODELED GRAV-     980,142.3   (mgal)                       NAVD 88
 KV2759
 KV2759  VERT ORDER  -  SECOND    CLASS 0
 KV2759
 KV2759.The horizontal coordinates were scaled from a topographic map and have
 KV2759.an estimated accuracy of +/- 6 seconds.
 KV2759
 KV2759.The orthometric height was determined by differential leveling
 KV2759.and adjusted by the National Geodetic Survey in June 1991..
 KV2759
 KV2759.The geoid height was determined by GEOID03.
 KV2759
 KV2759.The dynamic height is computed by dividing the NAVD 88
 KV2759.geopotential number by the normal gravity value computed on the
 KV2759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2759.degrees latitude (g = 980.6199 gals.).
 KV2759
 KV2759.The modeled gravity was interpolated from observed gravity values.
 KV2759
 KV2759;                    North         East    Units  Estimated Accuracy
 KV2759;SPC PA N     -    91,630.      768,900.      MT  (+/- 180 meters Scaled)
 KV2759
 KV2759                          SUPERSEDED SURVEY CONTROL
 KV2759
 KV2759  NGVD 29 (??/??/??)  274.756  (m)          901.43   (f) ADJUSTED    2 0
 KV2759
 KV2759.Superseded values are not recommended for survey control.
 KV2759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2759.See file dsdata.txt to determine how the superseded data were derived.
 KV2759
 KV2759_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL374361(NAD 83)
 KV2759_MARKER: DB = BENCH MARK DISK
 KV2759_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2759_SP_SET: WALL
 KV2759_STAMPING: J 48 1934
 KV2759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2759
 KV2759  HISTORY     - Date     Condition        Report By
 KV2759  HISTORY     - 1934     MONUMENTED       CGS
 KV2759
 KV2759                          STATION DESCRIPTION
 KV2759
 KV2759'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV2759'6 MI N FROM PENN HAVEN JUNCTION.
 KV2759'6 MILES NORTH ALONG THE LEHIGH VALLEY RAILROAD FROM PENN HAVEN
 KV2759'JUNCTION, CARBON COUNTY, 25 FEET SOUTH OF MILEPOST 137, AT THE
 KV2759'NORTH PORTAL TO ROCKPORT TUNNEL, IN THE TOP OF THE RETAINING WALL
 KV2759'FOOTING, 6 FEET EAST OF THE CENTER LINE OF THE TRACK, AND ABOUT
 KV2759'1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 KV2759'J 48 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0092 ***********************************************************************
 LZ0092  DESIGNATION -  J 49
 LZ0092  PID         -  LZ0092
 LZ0092  STATE/COUNTY-  PA/SULLIVAN
 LZ0092  USGS QUAD   -  LOPEZ (1983)
 LZ0092
 LZ0092                         *CURRENT SURVEY CONTROL
 LZ0092  ___________________________________________________________________
 LZ0092* NAD 83(1986)-  41 27 32.     (N)    076 21 08.     (W)     SCALED    
 LZ0092* NAVD 88     -       550.610  (meters)    1806.46   (feet)  ADJUSTED  
 LZ0092  ___________________________________________________________________
 LZ0092  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 LZ0092  DYNAMIC HT  -         550.362 (meters)    1805.65  (feet)  COMP
 LZ0092  MODELED GRAV-     980,154.1   (mgal)                       NAVD 88
 LZ0092
 LZ0092  VERT ORDER  -  SECOND    CLASS 0
 LZ0092
 LZ0092.The horizontal coordinates were scaled from a topographic map and have
 LZ0092.an estimated accuracy of +/- 6 seconds.
 LZ0092
 LZ0092.The orthometric height was determined by differential leveling
 LZ0092.and adjusted by the National Geodetic Survey in June 1991..
 LZ0092
 LZ0092.The geoid height was determined by GEOID03.
 LZ0092
 LZ0092.The dynamic height is computed by dividing the NAVD 88
 LZ0092.geopotential number by the normal gravity value computed on the
 LZ0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0092.degrees latitude (g = 980.6199 gals.).
 LZ0092
 LZ0092.The modeled gravity was interpolated from observed gravity values.
 LZ0092
 LZ0092;                    North         East    Units  Estimated Accuracy
 LZ0092;SPC PA N     -   144,450.      716,770.      MT  (+/- 180 meters Scaled)
 LZ0092
 LZ0092                          SUPERSEDED SURVEY CONTROL
 LZ0092
 LZ0092  NGVD 29 (??/??/92)  550.774  (m)         1807.00   (f) ADJ UNCH    2 0
 LZ0092
 LZ0092.Superseded values are not recommended for survey control.
 LZ0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0092.See file dsdata.txt to determine how the superseded data were derived.
 LZ0092
 LZ0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL870905(NAD 83)
 LZ0092_MARKER: DB = BENCH MARK DISK
 LZ0092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0092_SP_SET: ABUTMENT
 LZ0092_STAMPING: J 49 1934
 LZ0092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0092
 LZ0092  HISTORY     - Date     Condition        Report By
 LZ0092  HISTORY     - 1934     MONUMENTED       CGS
 LZ0092
 LZ0092                          STATION DESCRIPTION
 LZ0092
 LZ0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0092'1.3 MI NW FROM LOPEZ.
 LZ0092'ABOUT 1.3 MILES NORTHWEST ALONG THE LEHIGH VALLEY RAILROAD FROM
 LZ0092'LOPEZ, SULLIVAN COUNTY, AT 20-FOOT SPAN PLATE-GIRDER BRIDGE
 LZ0092'B 223A, IN THE SOUTH END OF THE WEST ABUTMENT, 4 FEET SOUTH OF
 LZ0092'THE SOUTH RAIL, AND ABOUT 3 FEET LOWER THAN THE TOP OF THE
 LZ0092'RAIL.  A STANDARD DISK, STAMPED J 49 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0889 ***********************************************************************
 KW0889  DESIGNATION -  J 5
 KW0889  PID         -  KW0889
 KW0889  STATE/COUNTY-  PA/LANCASTER
 KW0889  USGS QUAD   -  COLUMBIA WEST (1990)
 KW0889
 KW0889                         *CURRENT SURVEY CONTROL
 KW0889  ___________________________________________________________________
 KW0889* NAD 83(1986)-  40 03 17.     (N)    076 31 36.     (W)     SCALED    
 KW0889* NAVD 88     -        77.325  (meters)     253.69   (feet)  ADJUSTED  
 KW0889  ___________________________________________________________________
 KW0889  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KW0889  DYNAMIC HT  -          77.285 (meters)     253.56  (feet)  COMP
 KW0889  MODELED GRAV-     980,114.1   (mgal)                       NAVD 88
 KW0889
 KW0889  VERT ORDER  -  FIRST     CLASS II
 KW0889
 KW0889.The horizontal coordinates were scaled from a topographic map and have
 KW0889.an estimated accuracy of +/- 6 seconds.
 KW0889
 KW0889.The orthometric height was determined by differential leveling
 KW0889.and adjusted by the National Geodetic Survey in June 1991..
 KW0889
 KW0889.The geoid height was determined by GEOID03.
 KW0889
 KW0889.The dynamic height is computed by dividing the NAVD 88
 KW0889.geopotential number by the normal gravity value computed on the
 KW0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0889.degrees latitude (g = 980.6199 gals.).
 KW0889
 KW0889.The modeled gravity was interpolated from observed gravity values.
 KW0889
 KW0889;                    North         East    Units  Estimated Accuracy
 KW0889;SPC PA S     -    80,820.      704,380.      MT  (+/- 180 meters Scaled)
 KW0889
 KW0889                          SUPERSEDED SURVEY CONTROL
 KW0889
 KW0889  NGVD 29 (??/??/??)   77.573  (m)          254.50   (f) ADJUSTED    1 2
 KW0889
 KW0889.Superseded values are not recommended for survey control.
 KW0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0889.See file dsdata.txt to determine how the superseded data were derived.
 KW0889
 KW0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK697349(NAD 83)
 KW0889_MARKER: DB = BENCH MARK DISK
 KW0889_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0889_SP_SET: ABUTMENT
 KW0889_STAMPING: J 5 1955
 KW0889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0889
 KW0889  HISTORY     - Date     Condition        Report By
 KW0889  HISTORY     - 1955     MONUMENTED       CGS
 KW0889  HISTORY     - 1979     GOOD             NGS
 KW0889  HISTORY     - 19950312 POOR             USPSQD
 KW0889  HISTORY     - 20040417 POOR             GEOCAC
 KW0889
 KW0889                          STATION DESCRIPTION
 KW0889
 KW0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KW0889'1.9 MI SE FROM MARIETTA.
 KW0889'ABOUT 1.9 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW0889'THE FREIGHT STATION AT MARIETTA, ABOUT 0.15 MILE NORTH OF MILE
 KW0889'POST 82, 50 FEET EAST OF SOUTH END OF RAILROAD BRIDGE OVER CHIQUES
 KW0889'CREEK, IN THE TOP AND 2.3 FEET SOUTHWEST OF NORTHEAST CORNER OF
 KW0889'SOUTH CONCRETE ABUTMENT OF CONCRETE DAM ACROSS CHIQUES CREEK,
 KW0889'46 FEET EAST OF EAST RAIL AND ABOUT 1 1/2 FEET BELOW LEVEL OF
 KW0889'TRACK.
 KW0889
 KW0889                          STATION RECOVERY (1979)
 KW0889
 KW0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW0889'RECOVERED IN GOOD CONDITION.
 KW0889
 KW0889                          STATION RECOVERY (1995)
 KW0889
 KW0889'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW0889'MARK RECOVERED IN POOR CONDITION.
 KW0889
 KW0889                          STATION RECOVERY (2004)
 KW0889
 KW0889'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0889'CENTER MARK IS VISIBLE BUT MARKINGS ON DISK ARE NOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0606 ***********************************************************************
 LY0606  DESIGNATION -  J 50
 LY0606  PID         -  LY0606
 LY0606  STATE/COUNTY-  PA/PIKE
 LY0606  USGS QUAD   -  SHOHOLA (1994)
 LY0606
 LY0606                         *CURRENT SURVEY CONTROL
 LY0606  ___________________________________________________________________
 LY0606* NAD 83(1986)-  41 26 57.     (N)    074 53 42.     (W)     SCALED    
 LY0606* NAVD 88     -       196.196  (meters)     643.69   (feet)  ADJUSTED  
 LY0606  ___________________________________________________________________
 LY0606  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 LY0606  DYNAMIC HT  -         196.115 (meters)     643.42  (feet)  COMP
 LY0606  MODELED GRAV-     980,205.4   (mgal)                       NAVD 88
 LY0606
 LY0606  VERT ORDER  -  FIRST     CLASS II
 LY0606
 LY0606.The horizontal coordinates were scaled from a topographic map and have
 LY0606.an estimated accuracy of +/- 6 seconds.
 LY0606
 LY0606.The orthometric height was determined by differential leveling
 LY0606.and adjusted by the National Geodetic Survey in June 1991..
 LY0606
 LY0606.The geoid height was determined by GEOID03.
 LY0606
 LY0606.The dynamic height is computed by dividing the NAVD 88
 LY0606.geopotential number by the normal gravity value computed on the
 LY0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0606.degrees latitude (g = 980.6199 gals.).
 LY0606
 LY0606.The modeled gravity was interpolated from observed gravity values.
 LY0606
 LY0606;                    North         East    Units  Estimated Accuracy
 LY0606;SPC PA N     -   146,360.      838,510.      MT  (+/- 180 meters Scaled)
 LY0606
 LY0606                          SUPERSEDED SURVEY CONTROL
 LY0606
 LY0606  NGVD 29 (??/??/92)  196.367  (m)          644.25   (f) ADJ UNCH    1 2
 LY0606
 LY0606.Superseded values are not recommended for survey control.
 LY0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0606.See file dsdata.txt to determine how the superseded data were derived.
 LY0606
 LY0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL087886(NAD 83)
 LY0606_MARKER: DD = SURVEY DISK
 LY0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0606_STAMPING: J 50 1934
 LY0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0606+STABILITY: SURFACE MOTION
 LY0606
 LY0606  HISTORY     - Date     Condition        Report By
 LY0606  HISTORY     - 1934     MONUMENTED       PAGS
 LY0606  HISTORY     - 1941     GOOD             NGS
 LY0606
 LY0606                          STATION DESCRIPTION
 LY0606
 LY0606'DESCRIBED BY PENNSYLVANIA GEODETIC SURVEY 1934
 LY0606'2.3 MI E FROM SHOHOLA.
 LY0606'2.3 MILES EAST ALONG THE ERIE RAILROAD FROM THE STATION AT
 LY0606'SHOHOLA, PIKE COUNTY, ABOUT 1,272 FEET EAST OF MILEPOST 104,
 LY0606'ABOUT 155 FEET EAST OF A ROAD CROSSING, 25 FEET SOUTH OF THE
 LY0606'CENTER LINE OF THE EAST-BOUND TRACK, AND ABOUT 6 INCHES LOWER
 LY0606'THAN THE TOP OF THE RAIL.  A STATE SURVEY STANDARD DISK, STAMPED
 LY0606'J 50 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LY0606
 LY0606                          STATION RECOVERY (1941)
 LY0606
 LY0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LY0606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0400 ***********************************************************************
 LZ0400  DESIGNATION -  J 51
 LZ0400  PID         -  LZ0400
 LZ0400  STATE/COUNTY-  PA/LYCOMING
 LZ0400  USGS QUAD   -  BODINES (1973)
 LZ0400
 LZ0400                         *CURRENT SURVEY CONTROL
 LZ0400  ___________________________________________________________________
 LZ0400* NAD 83(1986)-  41 29 27.     (N)    076 55 42.     (W)     SCALED    
 LZ0400* NAVD 88     -       312.230  (meters)    1024.37   (feet)  ADJUSTED  
 LZ0400  ___________________________________________________________________
 LZ0400  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 LZ0400  DYNAMIC HT  -         312.091 (meters)    1023.92  (feet)  COMP
 LZ0400  MODELED GRAV-     980,172.2   (mgal)                       NAVD 88
 LZ0400
 LZ0400  VERT ORDER  -  SECOND    CLASS 0
 LZ0400
 LZ0400.The horizontal coordinates were scaled from a topographic map and have
 LZ0400.an estimated accuracy of +/- 6 seconds.
 LZ0400
 LZ0400.The orthometric height was determined by differential leveling
 LZ0400.and adjusted by the National Geodetic Survey in June 1991..
 LZ0400
 LZ0400.The geoid height was determined by GEOID03.
 LZ0400
 LZ0400.The dynamic height is computed by dividing the NAVD 88
 LZ0400.geopotential number by the normal gravity value computed on the
 LZ0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0400.degrees latitude (g = 980.6199 gals.).
 LZ0400
 LZ0400.The modeled gravity was interpolated from observed gravity values.
 LZ0400
 LZ0400;                    North         East    Units  Estimated Accuracy
 LZ0400;SPC PA N     -   147,380.      668,610.      MT  (+/- 180 meters Scaled)
 LZ0400
 LZ0400                          SUPERSEDED SURVEY CONTROL
 LZ0400
 LZ0400  NGVD 29 (??/??/92)  312.410  (m)         1024.97   (f) ADJ UNCH    2 0
 LZ0400
 LZ0400.Superseded values are not recommended for survey control.
 LZ0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0400.See file dsdata.txt to determine how the superseded data were derived.
 LZ0400
 LZ0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL390950(NAD 83)
 LZ0400_MARKER: DB = BENCH MARK DISK
 LZ0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0400_STAMPING: J 51 1934
 LZ0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0400+STABILITY: SURFACE MOTION
 LZ0400
 LZ0400  HISTORY     - Date     Condition        Report By
 LZ0400  HISTORY     - 1934     MONUMENTED       CGS
 LZ0400
 LZ0400                          STATION DESCRIPTION
 LZ0400
 LZ0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0400'3 MI E FROM MARSH HILL JUNCTION.
 LZ0400'ABOUT 3.0 MILES EAST ALONG THE SUSQUEHANNA AND NEW YORK RAILROAD
 LZ0400'FROM MARSH HILL JUNCTION, LYCOMING COUNTY, ABOUT 2,000 FEET EAST
 LZ0400'OF MILEPOST 41, 70 FEET WEST OF POLE 40+15, ABOUT 60 FEET EAST
 LZ0400'OF A SECTION HOUSE, 15 FEET NORTH OF THE NORTH RAIL, AND ABOUT
 LZ0400'2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 LZ0400'J 51 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 LZ0400'4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1731 ***********************************************************************
 LY1731  DESIGNATION -  J 52
 LY1731  PID         -  LY1731
 LY1731  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1731  USGS QUAD   -  MONTROSE EAST (1992)
 LY1731
 LY1731                         *CURRENT SURVEY CONTROL
 LY1731  ___________________________________________________________________
 LY1731* NAD 83(1986)-  41 50 52.     (N)    075 46 05.     (W)     SCALED    
 LY1731* NAVD 88     -       343.972  (meters)    1128.51   (feet)  ADJUSTED  
 LY1731  ___________________________________________________________________
 LY1731  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 LY1731  DYNAMIC HT  -         343.834 (meters)    1128.06  (feet)  COMP
 LY1731  MODELED GRAV-     980,211.6   (mgal)                       NAVD 88
 LY1731
 LY1731  VERT ORDER  -  SECOND    CLASS 0
 LY1731
 LY1731.The horizontal coordinates were scaled from a topographic map and have
 LY1731.an estimated accuracy of +/- 6 seconds.
 LY1731
 LY1731.The orthometric height was determined by differential leveling
 LY1731.and adjusted by the National Geodetic Survey in June 1991..
 LY1731
 LY1731.The geoid height was determined by GEOID03.
 LY1731
 LY1731.The dynamic height is computed by dividing the NAVD 88
 LY1731.geopotential number by the normal gravity value computed on the
 LY1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1731.degrees latitude (g = 980.6199 gals.).
 LY1731
 LY1731.The modeled gravity was interpolated from observed gravity values.
 LY1731
 LY1731;                    North         East    Units  Estimated Accuracy
 LY1731;SPC PA N     -   188,580.      764,580.      MT  (+/- 180 meters Scaled)
 LY1731
 LY1731                          SUPERSEDED SURVEY CONTROL
 LY1731
 LY1731  NGVD 29 (??/??/92)  344.112  (m)         1128.97   (f) ADJ UNCH    2 0
 LY1731
 LY1731.Superseded values are not recommended for survey control.
 LY1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1731.See file dsdata.txt to determine how the superseded data were derived.
 LY1731
 LY1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM362331(NAD 83)
 LY1731_MARKER: DB = BENCH MARK DISK
 LY1731_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1731_SP_SET: CULVERT
 LY1731_STAMPING: J 52 1934
 LY1731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1731
 LY1731  HISTORY     - Date     Condition        Report By
 LY1731  HISTORY     - 1934     MONUMENTED       CGS
 LY1731  HISTORY     - 1968     MARK NOT FOUND   NGS
 LY1731
 LY1731                          STATION DESCRIPTION
 LY1731
 LY1731'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LY1731'2.5 MI N FROM ALFORD.
 LY1731'2.5 MILES NORTH ALONG THE ERNIE, LACKAWANNA AND WESTERN RAILROAD
 LY1731'FROM ALFORD, SUSQUEHANNA COUNTY, 0.3 MILE NORTH OF MILEPOST
 LY1731'168, 60 FEET SOUTH OF SIGNAL 168.3, 60 FEET EAST OF THE
 LY1731'CENTERLINE OF THE NORTH-BOUND TRACK, AT A CULVERT ON U.S. HIGHWAYS
 LY1731'11 AND 106, IN THE EAST HEADWALL, 15 FEET EAST OF THE CENTERLINE
 LY1731'OF THE HIGHWAY, AND ABOUT 2 FEET ABOVE THE TOP OF THE RAIL.  A
 LY1731'STANDARD DISK, STAMPED J 52 1934.
 LY1731
 LY1731                          STATION RECOVERY (1968)
 LY1731
 LY1731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LY1731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0643 ***********************************************************************
 LZ0643  DESIGNATION -  J 53
 LZ0643  PID         -  LZ0643
 LZ0643  STATE/COUNTY-  PA/BRADFORD
 LZ0643  USGS QUAD   -  SAYRE (1986)
 LZ0643
 LZ0643                         *CURRENT SURVEY CONTROL
 LZ0643  ___________________________________________________________________
 LZ0643* NAD 83(1986)-  41 53 25.     (N)    076 31 05.     (W)     SCALED    
 LZ0643* NAVD 88     -       227.218  (meters)     745.46   (feet)  ADJUSTED  
 LZ0643  ___________________________________________________________________
 LZ0643  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 LZ0643  DYNAMIC HT  -         227.128 (meters)     745.17  (feet)  COMP
 LZ0643  MODELED GRAV-     980,218.6   (mgal)                       NAVD 88
 LZ0643
 LZ0643  VERT ORDER  -  SECOND    CLASS 0
 LZ0643
 LZ0643.The horizontal coordinates were scaled from a topographic map and have
 LZ0643.an estimated accuracy of +/- 6 seconds.
 LZ0643
 LZ0643.The orthometric height was determined by differential leveling
 LZ0643.and adjusted by the National Geodetic Survey in June 1991..
 LZ0643
 LZ0643.The geoid height was determined by GEOID03.
 LZ0643
 LZ0643.The dynamic height is computed by dividing the NAVD 88
 LZ0643.geopotential number by the normal gravity value computed on the
 LZ0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0643.degrees latitude (g = 980.6199 gals.).
 LZ0643
 LZ0643.The modeled gravity was interpolated from observed gravity values.
 LZ0643
 LZ0643;                    North         East    Units  Estimated Accuracy
 LZ0643;SPC PA N     -   192,150.      702,240.      MT  (+/- 180 meters Scaled)
 LZ0643
 LZ0643                          SUPERSEDED SURVEY CONTROL
 LZ0643
 LZ0643  NGVD 29 (??/??/92)  227.43   (m)          746.2    (f) COMPUTED    2 0
 LZ0643
 LZ0643.Superseded values are not recommended for survey control.
 LZ0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0643.See file dsdata.txt to determine how the superseded data were derived.
 LZ0643
 LZ0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM740387(NAD 83)
 LZ0643_MARKER: DB = BENCH MARK DISK
 LZ0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0643_STAMPING: J 53 1934
 LZ0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0643+STABILITY: SURFACE MOTION
 LZ0643
 LZ0643  HISTORY     - Date     Condition        Report By
 LZ0643  HISTORY     - 1934     MONUMENTED       CGS
 LZ0643  HISTORY     - 1968     MARK NOT FOUND   NGS
 LZ0643
 LZ0643                          STATION DESCRIPTION
 LZ0643
 LZ0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0643'3.1 MI N FROM ULSTER.
 LZ0643'3.1 MILES NORTH ALONG THE LEHIGH VALLEY RAILROAD FROM ULSTER,
 LZ0643'BRADFORD COUNTY, 0.65 MILE NORTH OF MILEPOST 264, 75 FEET EAST
 LZ0643'OF THE EAST RAIL, 12 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 LZ0643'ROAD, AND ABOUT 3 FEET LOWER THAN THE TOP OF THE RAIL.  A
 LZ0643'STANDARD DISK, STAMPED J 53 1934 AND SET IN THE TOP OF A CONCRETE
 LZ0643'POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1317 ***********************************************************************
 LY1317  DESIGNATION -  J 55
 LY1317  PID         -  LY1317
 LY1317  STATE/COUNTY-  PA/LUZERNE
 LY1317  USGS QUAD   -  WILKES-BARRE WEST (1990)
 LY1317
 LY1317                         *CURRENT SURVEY CONTROL
 LY1317  ___________________________________________________________________
 LY1317* NAD 83(1986)-  41 13 37.     (N)    075 58 23.     (W)     SCALED    
 LY1317* NAVD 88     -       162.109  (meters)     531.85   (feet)  ADJUSTED  
 LY1317  ___________________________________________________________________
 LY1317  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 LY1317  DYNAMIC HT  -         162.043 (meters)     531.64  (feet)  COMP
 LY1317  MODELED GRAV-     980,210.2   (mgal)                       NAVD 88
 LY1317
 LY1317  VERT ORDER  -  SECOND    CLASS 0
 LY1317
 LY1317.The horizontal coordinates were scaled from a topographic map and have
 LY1317.an estimated accuracy of +/- 6 seconds.
 LY1317
 LY1317.The orthometric height was determined by differential leveling
 LY1317.and adjusted by the National Geodetic Survey in June 1991..
 LY1317
 LY1317.The geoid height was determined by GEOID03.
 LY1317
 LY1317.The dynamic height is computed by dividing the NAVD 88
 LY1317.geopotential number by the normal gravity value computed on the
 LY1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1317.degrees latitude (g = 980.6199 gals.).
 LY1317
 LY1317.The modeled gravity was interpolated from observed gravity values.
 LY1317
 LY1317;                    North         East    Units  Estimated Accuracy
 LY1317;SPC PA N     -   119,280.      748,970.      MT  (+/- 180 meters Scaled)
 LY1317
 LY1317                          SUPERSEDED SURVEY CONTROL
 LY1317
 LY1317  NGVD 29 (??/??/92)  162.321  (m)          532.55   (f) ADJ UNCH    2 0
 LY1317
 LY1317.Superseded values are not recommended for survey control.
 LY1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1317.See file dsdata.txt to determine how the superseded data were derived.
 LY1317
 LY1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL184644(NAD 83)
 LY1317_MARKER: DB = BENCH MARK DISK
 LY1317_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1317_SP_SET: BRIDGE
 LY1317_STAMPING: J 55 1934
 LY1317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1317
 LY1317  HISTORY     - Date     Condition        Report By
 LY1317  HISTORY     - 1934     MONUMENTED       CGS
 LY1317
 LY1317                          STATION DESCRIPTION
 LY1317
 LY1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LY1317'AT AVONDALE.
 LY1317'AT AVONDALE, LUZERNE COUNTY, ON THE ERIE-LACKAWANNA RAILROAD,
 LY1317'2,100 FEET EAST OF MILEPOST 156, 75 FEET SOUTH OF THE CENTERLINE
 LY1317'OF U.S. HIGHWAY 11, AT A 20-FOOT PLATE-GIRDER BRIDGE, IN THE
 LY1317'CENTER OF THE EAST ABUTMENT, 6 FEET NORTH OF THE CENTERLINE OF
 LY1317'THE EAST-BOUND TRACK, AND 6 INCHES LOWER THAN THE TOP OF THE
 LY1317'RAIL.  A STANDARD DISK, STAMPED J 55 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0107 ***********************************************************************
 LZ0107  DESIGNATION -  J 57
 LZ0107  PID         -  LZ0107
 LZ0107  STATE/COUNTY-  PA/WYOMING
 LZ0107  USGS QUAD   -  NOXEN (1981)
 LZ0107
 LZ0107                         *CURRENT SURVEY CONTROL
 LZ0107  ___________________________________________________________________
 LZ0107* NAD 83(1986)-  41 25 09.     (N)    076 03 47.     (W)     SCALED    
 LZ0107* NAVD 88     -       306.454  (meters)    1005.42   (feet)  ADJUSTED  
 LZ0107  ___________________________________________________________________
 LZ0107  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 LZ0107  DYNAMIC HT  -         306.331 (meters)    1005.02  (feet)  COMP
 LZ0107  MODELED GRAV-     980,216.5   (mgal)                       NAVD 88
 LZ0107
 LZ0107  VERT ORDER  -  SECOND    CLASS 0
 LZ0107
 LZ0107.The horizontal coordinates were scaled from a topographic map and have
 LZ0107.an estimated accuracy of +/- 6 seconds.
 LZ0107
 LZ0107.The orthometric height was determined by differential leveling
 LZ0107.and adjusted by the National Geodetic Survey in June 1991..
 LZ0107
 LZ0107.The geoid height was determined by GEOID03.
 LZ0107
 LZ0107.The dynamic height is computed by dividing the NAVD 88
 LZ0107.geopotential number by the normal gravity value computed on the
 LZ0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0107.degrees latitude (g = 980.6199 gals.).
 LZ0107
 LZ0107.The modeled gravity was interpolated from observed gravity values.
 LZ0107
 LZ0107;                    North         East    Units  Estimated Accuracy
 LZ0107;SPC PA N     -   140,470.      741,010.      MT  (+/- 180 meters Scaled)
 LZ0107
 LZ0107                          SUPERSEDED SURVEY CONTROL
 LZ0107
 LZ0107  NGVD 29 (??/??/92)  306.655  (m)         1006.08   (f) ADJ UNCH    2 0
 LZ0107
 LZ0107.Superseded values are not recommended for survey control.
 LZ0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0107.See file dsdata.txt to determine how the superseded data were derived.
 LZ0107
 LZ0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL111858(NAD 83)
 LZ0107_MARKER: DB = BENCH MARK DISK
 LZ0107_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0107_SP_SET: BRIDGE
 LZ0107_STAMPING: J 57 1934
 LZ0107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0107
 LZ0107  HISTORY     - Date     Condition        Report By
 LZ0107  HISTORY     - 1934     MONUMENTED       CGS
 LZ0107
 LZ0107                          STATION DESCRIPTION
 LZ0107
 LZ0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0107'0.6 MI S FROM NOXEN.
 LZ0107'ABOUT 0.6 MILE SOUTH ALONG THE LEHIGH VALLEY RAILROAD, FROM
 LZ0107'NOXEN, WYOMING COUNTY, ABOUT 2,600 FEET SOUTH OF MILEPOST 199,
 LZ0107'AT 70-FOOT PLATE-GIRDER BRIDGE B 198 OVER A BROOK AND ROUTE 415,
 LZ0107'IN THE WEST CORNER OF THE SOUTHEAST WING WALL, 6 FEET EAST OF THE
 LZ0107'CENTER LINE OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE TOP
 LZ0107'OF THE RAIL.  A STANDARD DISK, STAMPED J 57 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1566 ***********************************************************************
 LZ1566  DESIGNATION -  J 57 RESET 1981
 LZ1566  PID         -  LZ1566
 LZ1566  STATE/COUNTY-  PA/WYOMING
 LZ1566  USGS QUAD   -  NOXEN (1981)
 LZ1566
 LZ1566                         *CURRENT SURVEY CONTROL
 LZ1566  ___________________________________________________________________
 LZ1566* NAD 83(1986)-  41 25 09.     (N)    076 03 47.     (W)     SCALED    
 LZ1566* NAVD 88     -       297.41   (meters)     975.8    (feet)  RESET     
 LZ1566  ___________________________________________________________________
 LZ1566  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 LZ1566
 LZ1566  VERT ORDER  -  THIRD
 LZ1566
 LZ1566.The horizontal coordinates were scaled from a topographic map and have
 LZ1566.an estimated accuracy of +/- 6 seconds.
 LZ1566
 LZ1566.The orthometric height was computed from unverified reset data.
 LZ1566.No vertical observational check was made to the station.
 LZ1566
 LZ1566.The geoid height was determined by GEOID03.
 LZ1566
 LZ1566;                    North         East    Units  Estimated Accuracy
 LZ1566;SPC PA N     -   140,470.      741,010.      MT  (+/- 180 meters Scaled)
 LZ1566
 LZ1566                          SUPERSEDED SURVEY CONTROL
 LZ1566
 LZ1566  NGVD 29 (02/24/03)  297.61   (m)          976.4    (f) RESET       3  
 LZ1566
 LZ1566.Superseded values are not recommended for survey control.
 LZ1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1566.See file dsdata.txt to determine how the superseded data were derived.
 LZ1566
 LZ1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL111858(NAD 83)
 LZ1566_MARKER: DB = BENCH MARK DISK
 LZ1566_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LZ1566_SP_SET: WINGWALL
 LZ1566_STAMPING: J 57 RESET 1981
 LZ1566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1566+STABILITY: SURFACE MOTION
 LZ1566
 LZ1566  HISTORY     - Date     Condition        Report By
 LZ1566  HISTORY     - 1981     MONUMENTED       NGS
 LZ1566
 LZ1566                          STATION DESCRIPTION
 LZ1566
 LZ1566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 LZ1566'0.35 MI SW FROM NOXEN.
 LZ1566'FROM THE POST OFFICE IN NOXEN, GO SOUTH ON MAIN STREET FOR 0.1 MILE
 LZ1566'TO A T-INTERSECTION AT THE JUNCTION OF MAIN STREET AND STATE HIGHWAY
 LZ1566'29, CONTINUE STRAIGHT AHEAD AND ALONG STATE HIGHWAY 29 SOUTH AND WEST
 LZ1566'FOR 0.2 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO SOUTH ON COUNTY
 LZ1566'ROAD 65077 FOR 0.05 MILE TO A BRIDGE, IN THE SOUTHWEST CORNER
 LZ1566'OF THE ABUTMENT, 25.0 FEET NORTH OF A T-INTERSECTION,
 LZ1566'13.5 FEET SOUTH OF THE CENTER OF THE CREEK, 11 FEET WEST OF
 LZ1566'THE CENTER OF THE ROAD, 1.0 FOOT EAST OF THE MOST WEST EDGE OF
 LZ1566'THE ABUTMENT AND 0.8 FOOT WEST OF THE WEST EDGE OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0030 ***********************************************************************
 LZ0030  DESIGNATION -  J 58
 LZ0030  PID         -  LZ0030
 LZ0030  STATE/COUNTY-  PA/WYOMING
 LZ0030  USGS QUAD   -  MESHOPPEN (1969)
 LZ0030
 LZ0030                         *CURRENT SURVEY CONTROL
 LZ0030  ___________________________________________________________________
 LZ0030* NAD 83(1986)-  41 34 35.     (N)    076 03 25.     (W)     SCALED    
 LZ0030* NAVD 88     -       193.863  (meters)     636.03   (feet)  ADJUSTED  
 LZ0030  ___________________________________________________________________
 LZ0030  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 LZ0030  DYNAMIC HT  -         193.791 (meters)     635.80  (feet)  COMP
 LZ0030  MODELED GRAV-     980,245.8   (mgal)                       NAVD 88
 LZ0030
 LZ0030  VERT ORDER  -  SECOND    CLASS 0
 LZ0030
 LZ0030.The horizontal coordinates were scaled from a topographic map and have
 LZ0030.an estimated accuracy of +/- 6 seconds.
 LZ0030
 LZ0030.The orthometric height was determined by differential leveling
 LZ0030.and adjusted by the National Geodetic Survey in June 1991..
 LZ0030
 LZ0030.The geoid height was determined by GEOID03.
 LZ0030
 LZ0030.The dynamic height is computed by dividing the NAVD 88
 LZ0030.geopotential number by the normal gravity value computed on the
 LZ0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0030.degrees latitude (g = 980.6199 gals.).
 LZ0030
 LZ0030.The modeled gravity was interpolated from observed gravity values.
 LZ0030
 LZ0030;                    North         East    Units  Estimated Accuracy
 LZ0030;SPC PA N     -   157,940.      741,180.      MT  (+/- 180 meters Scaled)
 LZ0030
 LZ0030                          SUPERSEDED SURVEY CONTROL
 LZ0030
 LZ0030  NGVD 29 (??/??/92)  194.07   (m)          636.7    (f) COMPUTED    2 0
 LZ0030
 LZ0030.Superseded values are not recommended for survey control.
 LZ0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0030.See file dsdata.txt to determine how the superseded data were derived.
 LZ0030
 LZ0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM118032(NAD 83)
 LZ0030_MARKER: DB = BENCH MARK DISK
 LZ0030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0030_SP_SET: SIGNAL TOWER
 LZ0030_STAMPING: J 58 1934
 LZ0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0030
 LZ0030  HISTORY     - Date     Condition        Report By
 LZ0030  HISTORY     - 1934     MONUMENTED       CGS
 LZ0030
 LZ0030                          STATION DESCRIPTION
 LZ0030
 LZ0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0030'AT MEHOOPANY.
 LZ0030'AT MEHOOPANY ON LV R.R. 570 FT NORTH OF STATION 30 FT EAST OF
 LZ0030'APPROACH TO 5 SPAN STEEL TRUSS BRIDGE OVER SUSQUEHANNA RIVER 12
 LZ0030'NORTH OF CENTERLINE OF RT 87 IN SIGNAL TOWER 214/2 12 FT SOUTH
 LZ0030'OF EAST BOUND TRACK 6 IN BELOW TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0031 ***********************************************************************
 LZ0031  DESIGNATION -  J 58 RESET 1949
 LZ0031  PID         -  LZ0031
 LZ0031  STATE/COUNTY-  PA/WYOMING
 LZ0031  USGS QUAD   -  MESHOPPEN (1969)
 LZ0031
 LZ0031                         *CURRENT SURVEY CONTROL
 LZ0031  ___________________________________________________________________
 LZ0031* NAD 83(1986)-  41 34 35.     (N)    076 03 25.     (W)     SCALED    
 LZ0031* NAVD 88     -       194.95   (meters)     639.6    (feet)  RESET     
 LZ0031  ___________________________________________________________________
 LZ0031  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 LZ0031
 LZ0031  VERT ORDER  -  THIRD
 LZ0031
 LZ0031.The horizontal coordinates were scaled from a topographic map and have
 LZ0031.an estimated accuracy of +/- 6 seconds.
 LZ0031
 LZ0031.The orthometric height was computed from unverified reset data.
 LZ0031
 LZ0031.The geoid height was determined by GEOID03.
 LZ0031
 LZ0031;                    North         East    Units  Estimated Accuracy
 LZ0031;SPC PA N     -   157,940.      741,180.      MT  (+/- 180 meters Scaled)
 LZ0031
 LZ0031                          SUPERSEDED SURVEY CONTROL
 LZ0031
 LZ0031  NGVD 29 (??/??/??)  195.16   (m)          640.3    (f) RESET       3  
 LZ0031
 LZ0031.Superseded values are not recommended for survey control.
 LZ0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0031.See file dsdata.txt to determine how the superseded data were derived.
 LZ0031
 LZ0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM118032(NAD 83)
 LZ0031_MARKER: DB = BENCH MARK DISK
 LZ0031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0031_SP_SET: BRIDGE
 LZ0031_STAMPING: J 58 RESET 1949
 LZ0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LZ0031+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2005
 LZ0031
 LZ0031  HISTORY     - Date     Condition        Report By
 LZ0031  HISTORY     - 1949     MONUMENTED       CGS
 LZ0031  HISTORY     - 20040913 GOOD             PADT
 LZ0031  HISTORY     - 20050301 GOOD             PADT
 LZ0031  HISTORY     - 20050308 GOOD             PADT
 LZ0031
 LZ0031                          STATION DESCRIPTION
 LZ0031
 LZ0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LZ0031'AT MEHOOPANY.
 LZ0031'AT MEHOOPANY, WYOMING COUNTY, AT THE APPROACH TO A 5-SPAN
 LZ0031'STEEL-TRUSS BRIDGE OVER SUSQUEHANNA RIVER, IN THE TOP OF THE
 LZ0031'SOUTH CONCRETE END POST, 58 FEET SOUTH OF THE EAST-BOUND TRACK,
 LZ0031'9.3 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 87, AND ABOUT
 LZ0031'2 FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 LZ0031'J 58 RESET 1949.
 LZ0031
 LZ0031                          STATION RECOVERY (2004)
 LZ0031
 LZ0031'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (CIH)
 LZ0031'RECOVERED IN GOOD CONDITION.
 LZ0031
 LZ0031                          STATION RECOVERY (2005)
 LZ0031
 LZ0031'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (JJG)
 LZ0031'IN MEHOOPANY, NEAR THE WEST END OF THE PROCTOR AND GAMBLE PLANT,
 LZ0031'LOOKING WEST ON SR 0087, AT 4 LEG INTERSECTION WITH SR 4015 AT TRAFFIC
 LZ0031'SIGNAL, JUST EAST OF A LARGE CONCRETE BRIDGE OVER THE SUSQUENNA
 LZ0031'RIVER--GO LEFT (SOUTH) ON SR 4015 BEARING RIGHT (WEST) TOWARD THE
 LZ0031'RIVER AT END OF SR 4015 (ABOUT 200 FT)
 LZ0031'--PROCEED WEST TOWARD RAILROAD TRACKS AND RIVER PASSING A BRICK
 LZ0031''COMMONWEALTH OF PA' TELEPHONE SWITCH BUILDING ON THE RIGHT--CONTINUE
 LZ0031'WESTWARD, LEAVING THE HARD TOP (AS RD. TURNS LEFT) AND CROSS 3 TRACKS
 LZ0031'A DISTANCE OF 58 FT FROM THE WESTMOST RAIL TO AN EXISTING CONCRETE
 LZ0031'ABUTMENT OF NOW REMOVED 5 SPAN STEEL TRUSS BRIDGE OVER THE SUSQUEHANNA
 LZ0031'RIVER
 LZ0031'--STATION IS LOCATED ABOUT 9.5 FT LEFT (SOUTH) OF CL BETWEEN 2 CONC.
 LZ0031'END POSTS ON OLD ABUTMENT, AND IS SET IN TOP OF THE SOUTHERN END POST
 LZ0031'ABOUT 4 FT ABOVE THE GROUND.
 LZ0031
 LZ0031                          STATION RECOVERY (2005)
 LZ0031
 LZ0031'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (JJG)
 LZ0031'MARK WAS RECOVERED AS DESCRIBED SINCE I REMEMBER WHERE THE OLD BRIDGE
 LZ0031'WAS.  THE 'TO REACH' DESCRIPTION NEEDS TO BE REDONE DUE THE THE BRIDGE
 LZ0031'MENTIONED IN THE DESCRIPTION BEING REMOVED AND A NEW BRIDGE
 LZ0031'CONSTRUCTED A FEW HUNDRED FEET UPSTREAM.  I AM IN THE PROCESS OF
 LZ0031'FURNISHING THAT NEW DESCRIPTION TO NGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0732 ***********************************************************************
 KW0732  DESIGNATION -  J 6
 KW0732  PID         -  KW0732
 KW0732  STATE/COUNTY-  PA/LANCASTER
 KW0732  USGS QUAD   -  COLUMBIA EAST (1995)
 KW0732
 KW0732                         *CURRENT SURVEY CONTROL
 KW0732  ___________________________________________________________________
 KW0732* NAD 83(1986)-  40 02 12.     (N)    076 24 11.     (W)     SCALED    
 KW0732* NAVD 88     -       126.027  (meters)     413.47   (feet)  ADJUSTED  
 KW0732  ___________________________________________________________________
 KW0732  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KW0732  DYNAMIC HT  -         125.962 (meters)     413.26  (feet)  COMP
 KW0732  MODELED GRAV-     980,107.8   (mgal)                       NAVD 88
 KW0732
 KW0732  VERT ORDER  -  FIRST     CLASS II
 KW0732
 KW0732.The horizontal coordinates were scaled from a topographic map and have
 KW0732.an estimated accuracy of +/- 6 seconds.
 KW0732
 KW0732.The orthometric height was determined by differential leveling
 KW0732.and adjusted by the National Geodetic Survey in June 1991..
 KW0732
 KW0732.The geoid height was determined by GEOID03.
 KW0732
 KW0732.The dynamic height is computed by dividing the NAVD 88
 KW0732.geopotential number by the normal gravity value computed on the
 KW0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0732.degrees latitude (g = 980.6199 gals.).
 KW0732
 KW0732.The modeled gravity was interpolated from observed gravity values.
 KW0732
 KW0732;                    North         East    Units  Estimated Accuracy
 KW0732;SPC PA S     -    78,970.      714,950.      MT  (+/- 180 meters Scaled)
 KW0732
 KW0732                          SUPERSEDED SURVEY CONTROL
 KW0732
 KW0732  NGVD 29 (??/??/??)  126.278  (m)          414.30   (f) ADJUSTED    1 2
 KW0732
 KW0732.Superseded values are not recommended for survey control.
 KW0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0732.See file dsdata.txt to determine how the superseded data were derived.
 KW0732
 KW0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK802327(NAD 83)
 KW0732_MARKER: DB = BENCH MARK DISK
 KW0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0732_STAMPING: J 6 1955
 KW0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0732+STABILITY: SURFACE MOTION
 KW0732
 KW0732  HISTORY     - Date     Condition        Report By
 KW0732  HISTORY     - 1955     MONUMENTED       CGS
 KW0732  HISTORY     - 1975     GOOD             PADT
 KW0732
 KW0732                          STATION DESCRIPTION
 KW0732
 KW0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KW0732'1.2 MI E FROM MOUNTVILLE.
 KW0732'ABOUT 1.25 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE OVERPASS
 KW0732'OVER THE PENNSYLVANIA RAILROAD AT MOUNTVILLE, ABOUT 125 YARDS
 KW0732'SOUTH OF HIGHWAY, AT GARDEN SPOT AIRPORT, 1 FOOT NORTHEAST OF
 KW0732'NORTHWEST CORNER OF CONCRETE SIDE WALK SURROUNDING THE OFFICE
 KW0732'AND PARTS BUILDING, 13 FEET NORTH OF NORTHWEST CORNER OF OFFICE
 KW0732'BUILDING ABOUT LEVEL WITH SIDE WALK AND SET IN THE TOP OF A
 KW0732'CONCRETE POST PROJECTING 1 INCH.
 KW0732
 KW0732                          STATION RECOVERY (1975)
 KW0732
 KW0732'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 KW0732'AIRPORT IS NOW CLOSED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0018 ***********************************************************************
 MB0018  DESIGNATION -  J 61
 MB0018  PID         -  MB0018
 MB0018  STATE/COUNTY-  PA/CRAWFORD
 MB0018  USGS QUAD   -  HARMONSBURG (1977)
 MB0018
 MB0018                         *CURRENT SURVEY CONTROL
 MB0018  ___________________________________________________________________
 MB0018* NAD 83(1986)-  41 39 49.     (N)    080 20 37.     (W)     SCALED    
 MB0018* NAVD 88     -       332.728  (meters)    1091.63   (feet)  ADJUSTED  
 MB0018  ___________________________________________________________________
 MB0018  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 MB0018  DYNAMIC HT  -         332.592 (meters)    1091.18  (feet)  COMP
 MB0018  MODELED GRAV-     980,205.6   (mgal)                       NAVD 88
 MB0018
 MB0018  VERT ORDER  -  SECOND    CLASS 0
 MB0018
 MB0018.The horizontal coordinates were scaled from a topographic map and have
 MB0018.an estimated accuracy of +/- 6 seconds.
 MB0018
 MB0018.The orthometric height was determined by differential leveling
 MB0018.and adjusted by the National Geodetic Survey in June 1991..
 MB0018
 MB0018.The geoid height was determined by GEOID03.
 MB0018
 MB0018.The dynamic height is computed by dividing the NAVD 88
 MB0018.geopotential number by the normal gravity value computed on the
 MB0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0018.degrees latitude (g = 980.6199 gals.).
 MB0018
 MB0018.The modeled gravity was interpolated from observed gravity values.
 MB0018
 MB0018;                    North         East    Units  Estimated Accuracy
 MB0018;SPC PA N     -   169,480.      384,030.      MT  (+/- 180 meters Scaled)
 MB0018
 MB0018                          SUPERSEDED SURVEY CONTROL
 MB0018
 MB0018  NGVD 29 (??/??/92)  332.891  (m)         1092.16   (f) ADJ UNCH    2 0
 MB0018
 MB0018.Superseded values are not recommended for survey control.
 MB0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0018.See file dsdata.txt to determine how the superseded data were derived.
 MB0018
 MB0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG546126(NAD 83)
 MB0018_MARKER: DB = BENCH MARK DISK
 MB0018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0018_SP_SET: PIER
 MB0018_STAMPING: J 61 1935
 MB0018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0018
 MB0018  HISTORY     - Date     Condition        Report By
 MB0018  HISTORY     - 1935     MONUMENTED       CGS
 MB0018  HISTORY     - 19961228 MARK NOT FOUND   USPSQD
 MB0018  HISTORY     - 19991111 MARK NOT FOUND   USPSQD
 MB0018
 MB0018                          STATION DESCRIPTION
 MB0018
 MB0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MB0018'AT HARMONSBURG.
 MB0018'AT HARMONSBURG ON B AND LE RR, 220 FEET NORTH OF STATION, IN
 MB0018'EAST CONCRETE PIER FORMERLY SUPPORTING A BRIDGE OVER TRACKS,
 MB0018'IN CENTER OF WEST FACE, 33 FEET NORTH OF CENTER LINE OF
 MB0018'SECONDARY ROAD, 50 FEET EAST OF EAST RAIL, 2 FEET ABOVE TOP
 MB0018'OF RAIL, A VERTICAL MARK.
 MB0018
 MB0018                          STATION RECOVERY (1996)
 MB0018
 MB0018'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB0018'MARK NOT FOUND.
 MB0018
 MB0018                          STATION RECOVERY (1999)
 MB0018
 MB0018'RECOVERY NOTE BY US POWER SQUADRON 1999
 MB0018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0019 ***********************************************************************
 MB0019  DESIGNATION -  J 61 RESET
 MB0019  PID         -  MB0019
 MB0019  STATE/COUNTY-  PA/CRAWFORD
 MB0019  USGS QUAD   -  HARMONSBURG (1977)
 MB0019
 MB0019                         *CURRENT SURVEY CONTROL
 MB0019  ___________________________________________________________________
 MB0019* NAD 83(1986)-  41 39 49.     (N)    080 20 37.     (W)     SCALED    
 MB0019* NAVD 88     -       334.00   (meters)    1095.8    (feet)  RESET     
 MB0019  ___________________________________________________________________
 MB0019  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 MB0019
 MB0019  VERT ORDER  -  THIRD
 MB0019
 MB0019.The horizontal coordinates were scaled from a topographic map and have
 MB0019.an estimated accuracy of +/- 6 seconds.
 MB0019
 MB0019.The orthometric height was computed from unverified reset data.
 MB0019
 MB0019.The geoid height was determined by GEOID03.
 MB0019
 MB0019;                    North         East    Units  Estimated Accuracy
 MB0019;SPC PA N     -   169,480.      384,030.      MT  (+/- 180 meters Scaled)
 MB0019
 MB0019                          SUPERSEDED SURVEY CONTROL
 MB0019
 MB0019  NGVD 29 (??/??/??)  334.16   (m)         1096.3    (f) RESET       3  
 MB0019
 MB0019.Superseded values are not recommended for survey control.
 MB0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0019.See file dsdata.txt to determine how the superseded data were derived.
 MB0019
 MB0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG546126(NAD 83)
 MB0019_MARKER: DB = BENCH MARK DISK
 MB0019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0019_SP_SET: PIER
 MB0019_STAMPING: J 61 RESET 1947
 MB0019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0019
 MB0019  HISTORY     - Date     Condition        Report By
 MB0019  HISTORY     - 1948     MONUMENTED       PADH
 MB0019  HISTORY     - 1957     GOOD             NGS
 MB0019
 MB0019                          STATION DESCRIPTION
 MB0019
 MB0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 MB0019'AT HARMONSBURG.
 MB0019'AT HARMONSBURG, NORTH OF THE BESSEMER AND LAKE ERIE RAILROAD
 MB0019'STATION, AT THE STATE HIGHWAY 20046 OVERPASS, AND IN THE TOP OF
 MB0019'THE SOUTH CORNER OF THE WEST PIER.  A STANDARD DISK, STAMPED
 MB0019'J 61 RESET 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0010 ***********************************************************************
 MB0010  DESIGNATION -  J 62
 MB0010  PID         -  MB0010
 MB0010  STATE/COUNTY-  PA/CRAWFORD
 MB0010  USGS QUAD   -  GENEVA (1990)
 MB0010
 MB0010                         *CURRENT SURVEY CONTROL
 MB0010  ___________________________________________________________________
 MB0010* NAD 83(1986)-  41 35 29.     (N)    080 09 35.     (W)     SCALED    
 MB0010* NAVD 88     -       331.775  (meters)    1088.50   (feet)  ADJUSTED  
 MB0010  ___________________________________________________________________
 MB0010  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 MB0010  DYNAMIC HT  -         331.637 (meters)    1088.05  (feet)  COMP
 MB0010  MODELED GRAV-     980,199.8   (mgal)                       NAVD 88
 MB0010
 MB0010  VERT ORDER  -  SECOND    CLASS 0
 MB0010
 MB0010.The horizontal coordinates were scaled from a topographic map and have
 MB0010.an estimated accuracy of +/- 6 seconds.
 MB0010
 MB0010.The orthometric height was determined by differential leveling
 MB0010.and adjusted by the National Geodetic Survey in June 1991..
 MB0010
 MB0010.The geoid height was determined by GEOID03.
 MB0010
 MB0010.The dynamic height is computed by dividing the NAVD 88
 MB0010.geopotential number by the normal gravity value computed on the
 MB0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0010.degrees latitude (g = 980.6199 gals.).
 MB0010
 MB0010.The modeled gravity was interpolated from observed gravity values.
 MB0010
 MB0010;                    North         East    Units  Estimated Accuracy
 MB0010;SPC PA N     -   161,020.      399,110.      MT  (+/- 180 meters Scaled)
 MB0010
 MB0010                          SUPERSEDED SURVEY CONTROL
 MB0010
 MB0010  NGVD 29 (??/??/92)  331.946  (m)         1089.06   (f) ADJ UNCH    2 0
 MB0010
 MB0010.Superseded values are not recommended for survey control.
 MB0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0010.See file dsdata.txt to determine how the superseded data were derived.
 MB0010
 MB0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG700047(NAD 83)
 MB0010_MARKER: DB = BENCH MARK DISK
 MB0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0010_STAMPING: J 62 1935
 MB0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0010+STABILITY: SURFACE MOTION
 MB0010
 MB0010  HISTORY     - Date     Condition        Report By
 MB0010  HISTORY     - 1935     MONUMENTED       CGS
 MB0010  HISTORY     - 1960     MARK NOT FOUND   NGS
 MB0010
 MB0010                          STATION DESCRIPTION
 MB0010
 MB0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MB0010'3.7 MI SW FROM MEADVILLE.
 MB0010'3.7 MILES SOUTHWEST ALONG THE BESSEMER AND LAKE ERIE RAILROAD
 MB0010'FROM THE STATION AT MEADVILLE, 45 FEET EAST OF POLE 12+34, AT
 MB0010'A DIRT-ROAD CROSSING, 27 FEET WEST OF THE CENTERLINE OF THE
 MB0010'ROAD, 16 FEET SOUTH OF THE SOUTH RAIL, AND LEVEL WITH THE
 MB0010'TRACK.  A STANDARD DISK, STAMPED J 62 1935 AND SET IN THE TOP OF
 MB0010'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0254 ***********************************************************************
 MB0254  DESIGNATION -  J 64
 MB0254  PID         -  MB0254
 MB0254  STATE/COUNTY-  PA/LAWRENCE
 MB0254  USGS QUAD   -  NEW CASTLE NORTH (1990)
 MB0254
 MB0254                         *CURRENT SURVEY CONTROL
 MB0254  ___________________________________________________________________
 MB0254* NAD 83(1986)-  41 03 53.     (N)    080 18 53.     (W)     SCALED    
 MB0254* NAVD 88     -       276.728  (meters)     907.90   (feet)  ADJUSTED  
 MB0254  ___________________________________________________________________
 MB0254  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 MB0254  DYNAMIC HT  -         276.597 (meters)     907.47  (feet)  COMP
 MB0254  MODELED GRAV-     980,142.9   (mgal)                       NAVD 88
 MB0254
 MB0254  VERT ORDER  -  SECOND    CLASS 0
 MB0254
 MB0254.The horizontal coordinates were scaled from a topographic map and have
 MB0254.an estimated accuracy of +/- 6 seconds.
 MB0254
 MB0254.The orthometric height was determined by differential leveling
 MB0254.and adjusted by the National Geodetic Survey in June 1991..
 MB0254
 MB0254.The geoid height was determined by GEOID03.
 MB0254
 MB0254.The dynamic height is computed by dividing the NAVD 88
 MB0254.geopotential number by the normal gravity value computed on the
 MB0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0254.degrees latitude (g = 980.6199 gals.).
 MB0254
 MB0254.The modeled gravity was interpolated from observed gravity values.
 MB0254
 MB0254;                    North         East    Units  Estimated Accuracy
 MB0254;SPC PA S     -   195,380.      384,460.      MT  (+/- 180 meters Scaled)
 MB0254
 MB0254                          SUPERSEDED SURVEY CONTROL
 MB0254
 MB0254  NGVD 29 (??/??/92)  276.878  (m)          908.39   (f) ADJ UNCH    2 0
 MB0254
 MB0254.Superseded values are not recommended for survey control.
 MB0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0254.See file dsdata.txt to determine how the superseded data were derived.
 MB0254
 MB0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF575461(NAD 83)
 MB0254_MARKER: DB = BENCH MARK DISK
 MB0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0254_STAMPING: J 64 1935
 MB0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0254+STABILITY: SURFACE MOTION
 MB0254
 MB0254  HISTORY     - Date     Condition        Report By
 MB0254  HISTORY     - 1935     MONUMENTED       CGS
 MB0254  HISTORY     - 1944     GOOD             NGS
 MB0254
 MB0254                          STATION DESCRIPTION
 MB0254
 MB0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 MB0254'1.5 MI S FROM WILMINGTON JUNCTION.
 MB0254'1.5 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MB0254'STATION AT WILMINGTON JUNCTION, 1200 FEET NORTH OF MILEPOST 56,
 MB0254'AT A PRIVATE-ROAD CROSSING, 43 FEET WEST OF THE WEST RAIL, 12
 MB0254'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 9 FEET WEST OF A
 MB0254'12-INCH ELM TREE, AND 4 FEET LOWER THAN THE TRACK.  A STANDARD
 MB0254'DISK, STAMPED J 64 1935 AND SET IN THE TOP OF A CONCRETE POST
 MB0254'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0868 ***********************************************************************
 MA0868  DESIGNATION -  J 65
 MA0868  PID         -  MA0868
 MA0868  STATE/COUNTY-  PA/WARREN
 MA0868  USGS QUAD   -  RUSSELL (1977)
 MA0868
 MA0868                         *CURRENT SURVEY CONTROL
 MA0868  ___________________________________________________________________
 MA0868* NAD 83(1986)-  41 58 49.     (N)    079 08 14.     (W)     SCALED    
 MA0868* NAVD 88     -       378.725  (meters)    1242.53   (feet)  ADJUSTED  
 MA0868  ___________________________________________________________________
 MA0868  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 MA0868  DYNAMIC HT  -         378.578 (meters)    1242.05  (feet)  COMP
 MA0868  MODELED GRAV-     980,223.9   (mgal)                       NAVD 88
 MA0868
 MA0868  VERT ORDER  -  SECOND    CLASS 0
 MA0868
 MA0868.The horizontal coordinates were scaled from a topographic map and have
 MA0868.an estimated accuracy of +/- 6 seconds.
 MA0868
 MA0868.The orthometric height was determined by differential leveling
 MA0868.and adjusted by the National Geodetic Survey in June 1991..
 MA0868
 MA0868.The geoid height was determined by GEOID03.
 MA0868
 MA0868.The dynamic height is computed by dividing the NAVD 88
 MA0868.geopotential number by the normal gravity value computed on the
 MA0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0868.degrees latitude (g = 980.6199 gals.).
 MA0868
 MA0868.The modeled gravity was interpolated from observed gravity values.
 MA0868
 MA0868;                    North         East    Units  Estimated Accuracy
 MA0868;SPC PA N     -   202,340.      485,040.      MT  (+/- 180 meters Scaled)
 MA0868
 MA0868                          SUPERSEDED SURVEY CONTROL
 MA0868
 MA0868  NGVD 29 (??/??/92)  378.889  (m)         1243.07   (f) ADJ UNCH    2 0
 MA0868
 MA0868.Superseded values are not recommended for survey control.
 MA0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0868.See file dsdata.txt to determine how the superseded data were derived.
 MA0868
 MA0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG543492(NAD 83)
 MA0868_MARKER: DB = BENCH MARK DISK
 MA0868_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0868_SP_SET: FOUNDATION
 MA0868_STAMPING: J 65 1935
 MA0868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0868
 MA0868  HISTORY     - Date     Condition        Report By
 MA0868  HISTORY     - 1935     MONUMENTED       CGS
 MA0868
 MA0868                          STATION DESCRIPTION
 MA0868
 MA0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0868'1.5 MI S FROM FENTONVILLE.
 MA0868'IN WARREN COUNTY, PENNSYLVANIA, ABOUT 1.5 MILES SOUTH ALONG THE
 MA0868'NEW YORK CENTRAL RAILROAD FROM THE STATION AT FENTONVILLE,
 MA0868'CHAUTAUQUA COUNTY, NEW YORK, AT MILEAGE 43.65, ABOUT 700 FEET
 MA0868'NORTH OF STATION 2310, AT A DIRT-ROAD CROSSING, ABOUT 130 FEET
 MA0868'SOUTH OF THE CENTER LINE OF THE ROAD, 16 FEET EAST OF THE EAST
 MA0868'RAIL, AT A WATER-TOWER STANDPIPE, IN THE WEST WALL OF THE
 MA0868'FOUNDATION, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 MA0868'DISK, STAMPED J 65 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0663 ***********************************************************************
 MA0663  DESIGNATION -  J 66
 MA0663  PID         -  MA0663
 MA0663  STATE/COUNTY-  PA/WARREN
 MA0663  USGS QUAD   -  CORNPLANTER BRIDGE (1973)
 MA0663
 MA0663                         *CURRENT SURVEY CONTROL
 MA0663  ___________________________________________________________________
 MA0663* NAD 83(1986)-  41 51 48.     (N)    078 57 50.     (W)     SCALED    
 MA0663* NAVD 88     -       374.401  (meters)    1228.35   (feet)  ADJUSTED  
 MA0663  ___________________________________________________________________
 MA0663  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 MA0663  DYNAMIC HT  -         374.254 (meters)    1227.87  (feet)  COMP
 MA0663  MODELED GRAV-     980,219.2   (mgal)                       NAVD 88
 MA0663
 MA0663  VERT ORDER  -  FIRST     CLASS II
 MA0663
 MA0663.The horizontal coordinates were scaled from a topographic map and have
 MA0663.an estimated accuracy of +/- 6 seconds.
 MA0663
 MA0663.The orthometric height was determined by differential leveling
 MA0663.and adjusted by the National Geodetic Survey in June 1991..
 MA0663
 MA0663.The geoid height was determined by GEOID03.
 MA0663
 MA0663.The dynamic height is computed by dividing the NAVD 88
 MA0663.geopotential number by the normal gravity value computed on the
 MA0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0663.degrees latitude (g = 980.6199 gals.).
 MA0663
 MA0663.The modeled gravity was interpolated from observed gravity values.
 MA0663
 MA0663;                    North         East    Units  Estimated Accuracy
 MA0663;SPC PA N     -   189,130.      499,220.      MT  (+/- 180 meters Scaled)
 MA0663
 MA0663                          SUPERSEDED SURVEY CONTROL
 MA0663
 MA0663  NGVD 29 (??/??/92)  374.569  (m)         1228.90   (f) ADJ UNCH    1 2
 MA0663
 MA0663.Superseded values are not recommended for survey control.
 MA0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0663.See file dsdata.txt to determine how the superseded data were derived.
 MA0663
 MA0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG689366(NAD 83)
 MA0663_MARKER: DB = BENCH MARK DISK
 MA0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0663_STAMPING: J 66 1935
 MA0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0663+STABILITY: SURFACE MOTION
 MA0663
 MA0663  HISTORY     - Date     Condition        Report By
 MA0663  HISTORY     - 1935     MONUMENTED       CGS
 MA0663  HISTORY     - 1968     GOOD             NGS
 MA0663
 MA0663                          STATION DESCRIPTION
 MA0663
 MA0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0663'0.7 MI S FROM KINZUA.
 MA0663'0.7 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA0663'AT KINZUA, WARREN COUNTY, 120 FEET NORTH OF MILEPOST 68-48, ON
 MA0663'THE STANTON PROPERTY, AT A PRIVATE-ROAD CROSSING, 40 FEET WEST
 MA0663'OF THE CENTER LINE OF THE TRACK, AND 12 FEET SOUTH OF THE CENTER
 MA0663'LINE OF THE ROAD.  A STANDARD DISK, STAMPED J 66 1935 AND SET
 MA0663'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 MA0663
 MA0663                          STATION RECOVERY (1968)
 MA0663
 MA0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MA0663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0901 ***********************************************************************
 MA0901  DESIGNATION -  J 67
 MA0901  PID         -  MA0901
 MA0901  STATE/COUNTY-  PA/WARREN
 MA0901  USGS QUAD   -  SHEFFIELD (1973)
 MA0901
 MA0901                         *CURRENT SURVEY CONTROL
 MA0901  ___________________________________________________________________
 MA0901* NAD 83(1986)-  41 40 41.     (N)    079 01 49.     (W)     SCALED    
 MA0901* NAVD 88     -       401.538  (meters)    1317.38   (feet)  ADJUSTED  
 MA0901  ___________________________________________________________________
 MA0901  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 MA0901  DYNAMIC HT  -         401.370 (meters)    1316.83  (feet)  COMP
 MA0901  MODELED GRAV-     980,193.1   (mgal)                       NAVD 88
 MA0901
 MA0901  VERT ORDER  -  SECOND    CLASS 0
 MA0901
 MA0901.The horizontal coordinates were scaled from a topographic map and have
 MA0901.an estimated accuracy of +/- 6 seconds.
 MA0901
 MA0901.The orthometric height was determined by differential leveling
 MA0901.and adjusted by the National Geodetic Survey in June 1991..
 MA0901
 MA0901.The geoid height was determined by GEOID03.
 MA0901
 MA0901.The dynamic height is computed by dividing the NAVD 88
 MA0901.geopotential number by the normal gravity value computed on the
 MA0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0901.degrees latitude (g = 980.6199 gals.).
 MA0901
 MA0901.The modeled gravity was interpolated from observed gravity values.
 MA0901
 MA0901;                    North         East    Units  Estimated Accuracy
 MA0901;SPC PA N     -   168,640.      493,400.      MT  (+/- 180 meters Scaled)
 MA0901
 MA0901                          SUPERSEDED SURVEY CONTROL
 MA0901
 MA0901  NGVD 29 (??/??/92)  401.683  (m)         1317.86   (f) ADJ UNCH    2 0
 MA0901
 MA0901.Superseded values are not recommended for survey control.
 MA0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0901.See file dsdata.txt to determine how the superseded data were derived.
 MA0901
 MA0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG639159(NAD 83)
 MA0901_MARKER: DB = BENCH MARK DISK
 MA0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0901_STAMPING: J 67 1935
 MA0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0901+STABILITY: SURFACE MOTION
 MA0901
 MA0901  HISTORY     - Date     Condition        Report By
 MA0901  HISTORY     - 1935     MONUMENTED       CGS
 MA0901  HISTORY     - 1969     MARK NOT FOUND   USGS
 MA0901
 MA0901                          STATION DESCRIPTION
 MA0901
 MA0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0901'1.7 MI S FROM SHEFFIELD.
 MA0901'ABOUT 1.7 MILES SOUTH ALONG THE TIONESTA VALLEY RAILWAY FROM
 MA0901'SHEFFIELD, WARREN COUNTY, AT GILSON, 40 FEET SOUTHWEST OF THE
 MA0901'CENTER OF THE OLD SHEFFIELD AND TIONESTA RAILWAY STATION, ABOUT
 MA0901'145 FEET NORTH OF THE CENTER OF THE JUNCTION OF THE S. AND T.
 MA0901'RY., 30 FEET WEST OF THE CENTER LINE OF THE S. AND T. RY., 33
 MA0901'FEET EAST OF THE CENTER LINE OF THE T.V. RY., 15 FEET NORTH OF
 MA0901'THE CENTER LINE OF A DIRT ROAD, AND ABOUT 2 FEET HIGHER THAN THE
 MA0901'TRACK.  A STANDARD DISK, STAMPED J 67 1935 AND SET IN THE TOP OF
 MA0901'A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 MA0901
 MA0901                          STATION RECOVERY (1969)
 MA0901
 MA0901'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MA0901'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0937 ***********************************************************************
 LZ0937  DESIGNATION -  J 68
 LZ0937  PID         -  LZ0937
 LZ0937  STATE/COUNTY-  PA/LYCOMING
 LZ0937  USGS QUAD   -  COGAN STATION (1973)
 LZ0937
 LZ0937                         *CURRENT SURVEY CONTROL
 LZ0937  ___________________________________________________________________
 LZ0937* NAD 83(1986)-  41 21 04.     (N)    077 05 24.     (W)     SCALED    
 LZ0937* NAVD 88     -       190.786  (meters)     625.94   (feet)  ADJUSTED  
 LZ0937  ___________________________________________________________________
 LZ0937  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 LZ0937  DYNAMIC HT  -         190.703 (meters)     625.66  (feet)  COMP
 LZ0937  MODELED GRAV-     980,185.3   (mgal)                       NAVD 88
 LZ0937
 LZ0937  VERT ORDER  -  SECOND    CLASS 0
 LZ0937
 LZ0937.The horizontal coordinates were scaled from a topographic map and have
 LZ0937.an estimated accuracy of +/- 6 seconds.
 LZ0937
 LZ0937.The orthometric height was determined by differential leveling
 LZ0937.and adjusted by the National Geodetic Survey in June 1991..
 LZ0937
 LZ0937.The geoid height was determined by GEOID03.
 LZ0937
 LZ0937.The dynamic height is computed by dividing the NAVD 88
 LZ0937.geopotential number by the normal gravity value computed on the
 LZ0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0937.degrees latitude (g = 980.6199 gals.).
 LZ0937
 LZ0937.The modeled gravity was interpolated from observed gravity values.
 LZ0937
 LZ0937;                    North         East    Units  Estimated Accuracy
 LZ0937;SPC PA N     -   131,750.      655,230.      MT  (+/- 180 meters Scaled)
 LZ0937
 LZ0937                          SUPERSEDED SURVEY CONTROL
 LZ0937
 LZ0937  NGVD 29 (??/??/92)  191.02   (m)          626.7    (f) COMPUTED    2 0
 LZ0937
 LZ0937.Superseded values are not recommended for survey control.
 LZ0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0937.See file dsdata.txt to determine how the superseded data were derived.
 LZ0937
 LZ0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL251798(NAD 83)
 LZ0937_MARKER: DB = BENCH MARK DISK
 LZ0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0937_STAMPING: J 68 1935
 LZ0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0937+STABILITY: SURFACE MOTION
 LZ0937
 LZ0937  HISTORY     - Date     Condition        Report By
 LZ0937  HISTORY     - 1935     MONUMENTED       CGS
 LZ0937  HISTORY     - 1968     MARK NOT FOUND   NGS
 LZ0937
 LZ0937                          STATION DESCRIPTION
 LZ0937
 LZ0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0937'2.6 MI N FROM COGAN VALLEY.
 LZ0937'2.6 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LZ0937'AT COGAN VALLEY, LYCOMING COUNTY, ABOUT 1,290 FEET NORTH OF
 LZ0937'MILEPOST 9, 48 FEET NORTHEAST OF THE CENTER OF THE CROSSING
 LZ0937'OF STATE HIGHWAY 111, 52 FEET EAST OF THE CENTER LINE OF THE
 LZ0937'HIGHWAY, 28 FEET EAST OF THE CENTER LINE OF THE TRACK, 27 FEET
 LZ0937'NORTHEAST OF HIGHWAY STATION POLE 5/48+20, 15 FEET NORTH OF A
 LZ0937'DIRT ROAD, AND ABOUT 3 FEET LOWER THAN THE TOP OF THE RAIL.  A
 LZ0937'STANDARD DISK, STAMPED J 68 1935 AND SET IN THE TOP OF A CONCRETE
 LZ0937'POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0054 ***********************************************************************
 JV0054  DESIGNATION -  J 7
 JV0054  PID         -  JV0054
 JV0054  STATE/COUNTY-  PA/LANCASTER
 JV0054  USGS QUAD   -  WAKEFIELD (1976)
 JV0054
 JV0054                         *CURRENT SURVEY CONTROL
 JV0054  ___________________________________________________________________
 JV0054* NAD 83(1986)-  39 46 08.     (N)    076 14 36.     (W)     SCALED    
 JV0054* NAVD 88     -        37.457  (meters)     122.89   (feet)  ADJUSTED  
 JV0054  ___________________________________________________________________
 JV0054  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JV0054  DYNAMIC HT  -          37.438 (meters)     122.83  (feet)  COMP
 JV0054  MODELED GRAV-     980,128.0   (mgal)                       NAVD 88
 JV0054
 JV0054  VERT ORDER  -  FIRST     CLASS II
 JV0054
 JV0054.The horizontal coordinates were scaled from a topographic map and have
 JV0054.an estimated accuracy of +/- 6 seconds.
 JV0054
 JV0054.The orthometric height was determined by differential leveling
 JV0054.and adjusted by the National Geodetic Survey in June 1991..
 JV0054
 JV0054.The geoid height was determined by GEOID03.
 JV0054
 JV0054.The dynamic height is computed by dividing the NAVD 88
 JV0054.geopotential number by the normal gravity value computed on the
 JV0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0054.degrees latitude (g = 980.6199 gals.).
 JV0054
 JV0054.The modeled gravity was interpolated from observed gravity values.
 JV0054
 JV0054;                    North         East    Units  Estimated Accuracy
 JV0054;SPC PA S     -    49,460.      729,090.      MT  (+/- 180 meters Scaled)
 JV0054
 JV0054                          SUPERSEDED SURVEY CONTROL
 JV0054
 JV0054  NGVD 29 (??/??/??)   37.710  (m)          123.72   (f) ADJUSTED    1 2
 JV0054
 JV0054.Superseded values are not recommended for survey control.
 JV0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0054.See file dsdata.txt to determine how the superseded data were derived.
 JV0054
 JV0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK935028(NAD 83)
 JV0054_MARKER: DB = BENCH MARK DISK
 JV0054_SETTING: 66 = SET IN ROCK OUTCROP
 JV0054_SP_SET: ROCK CUT
 JV0054_STAMPING: J 7 1955
 JV0054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV0054+STABILITY: POSITION/ELEVATION WELL
 JV0054
 JV0054  HISTORY     - Date     Condition        Report By
 JV0054  HISTORY     - 1955     MONUMENTED       CGS
 JV0054
 JV0054                          STATION DESCRIPTION
 JV0054
 JV0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JV0054'6.4 MI SE FROM HOLTWOOD.
 JV0054'ABOUT 6.45 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JV0054'CROSSING OF POWER PLANT ROAD AT HOLTWOOD, ABOUT 1.25 MILES
 JV0054'NORTHWEST OF STATION SITE AT PEACH BOTTOM, ABOUT 0.5 MILE
 JV0054'NORTHWEST OF MILE POST 18, ABOUT 63 YARDS NORTHWEST OF AN
 JV0054'18-INCH PIPE CULVERT WITH CONCRETE HEAD WALLS, ABOUT 90 YARDS
 JV0054'SOUTHEAST OF A SIMILAR CULVERT, ABOUT 0.3 MILE SOUTH OF A CONCRETE
 JV0054'ARCH BRIDGE OVER A SMALL STREAM, SET VERTICALLY IN THE WEST
 JV0054'FACE OF AN 18-FOOT HIGH ROCK CUT, 16.8 FEET EAST OF EAST RAIL,
 JV0054'41 1/2 FEET NORTH OF THE 6TH STEEL TROLLEY POLE SOUTHEAST OF
 JV0054'CONCRETE ARCH BRIDGE, ABOUT 3 1/2 FEET ABOVE GROUND AND ABOUT
 JV0054'1 FOOT ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0468 ***********************************************************************
 LZ0468  DESIGNATION -  J 70
 LZ0468  PID         -  LZ0468
 LZ0468  STATE/COUNTY-  PA/SULLIVAN
 LZ0468  USGS QUAD   -  EAGLES MERE (1993)
 LZ0468
 LZ0468                         *CURRENT SURVEY CONTROL
 LZ0468  ___________________________________________________________________
 LZ0468* NAD 83(1986)-  41 27 33.     (N)    076 32 15.     (W)     SCALED    
 LZ0468* NAVD 88     -       415.430  (meters)    1362.96   (feet)  ADJUSTED  
 LZ0468  ___________________________________________________________________
 LZ0468  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 LZ0468  DYNAMIC HT  -         415.251 (meters)    1362.37  (feet)  COMP
 LZ0468  MODELED GRAV-     980,177.5   (mgal)                       NAVD 88
 LZ0468
 LZ0468  VERT ORDER  -  SECOND    CLASS 0
 LZ0468
 LZ0468.The horizontal coordinates were scaled from a topographic map and have
 LZ0468.an estimated accuracy of +/- 6 seconds.
 LZ0468
 LZ0468.The orthometric height was determined by differential leveling
 LZ0468.and adjusted by the National Geodetic Survey in June 1991..
 LZ0468
 LZ0468.The geoid height was determined by GEOID03.
 LZ0468
 LZ0468.The dynamic height is computed by dividing the NAVD 88
 LZ0468.geopotential number by the normal gravity value computed on the
 LZ0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0468.degrees latitude (g = 980.6199 gals.).
 LZ0468
 LZ0468.The modeled gravity was interpolated from observed gravity values.
 LZ0468
 LZ0468;                    North         East    Units  Estimated Accuracy
 LZ0468;SPC PA N     -   144,250.      701,300.      MT  (+/- 180 meters Scaled)
 LZ0468
 LZ0468                          SUPERSEDED SURVEY CONTROL
 LZ0468
 LZ0468  NGVD 29 (??/??/92)  415.600  (m)         1363.51   (f) ADJ UNCH    2 0
 LZ0468
 LZ0468.Superseded values are not recommended for survey control.
 LZ0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0468.See file dsdata.txt to determine how the superseded data were derived.
 LZ0468
 LZ0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL715908(NAD 83)
 LZ0468_MARKER: DB = BENCH MARK DISK
 LZ0468_SETTING: 66 = SET IN ROCK OUTCROP
 LZ0468_SP_SET: ROCK OUTCROP
 LZ0468_STAMPING: J 70 1935
 LZ0468_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ0468+STABILITY: POSITION/ELEVATION WELL
 LZ0468
 LZ0468  HISTORY     - Date     Condition        Report By
 LZ0468  HISTORY     - 1935     MONUMENTED       CGS
 LZ0468
 LZ0468                          STATION DESCRIPTION
 LZ0468
 LZ0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0468'4.7 MI SE FROM FORKSVILLE.
 LZ0468'4.7 MILES SOUTHEAST ALONG STATE HIGHWAY 154 FROM FORKSVILLE,
 LZ0468'SULLIVAN COUNTY, 2.7 MILES SOUTHEAST OF THE JUNCTION OF STATE
 LZ0468'HIGHWAY 394, 300 FEET SOUTH OF THE SUMMIT OF A LONG SLOPE TO THE
 LZ0468'SOUTH, 100 FEET NORTH OF A CURVE TO THE SOUTHWEST, 69 FEET SOUTH
 LZ0468'OF A 14-INCH BEECH TREE, 13 FEET WEST OF THE CENTER LINE OF THE
 LZ0468'HIGHWAY, IN THE TOP OF A SANDSTONE OUTCROP, AND ABOUT 1 FOOT
 LZ0468'ABOVE THE GROUND.  A STANDARD DISK, STAMPED J 70 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1362 ***********************************************************************
 LZ1362  DESIGNATION -  J 73
 LZ1362  PID         -  LZ1362
 LZ1362  STATE/COUNTY-  PA/POTTER
 LZ1362  USGS QUAD   -  GALETON (1994)
 LZ1362
 LZ1362                         *CURRENT SURVEY CONTROL
 LZ1362  ___________________________________________________________________
 LZ1362* NAD 83(1986)-  41 39 42.     (N)    077 40 00.     (W)     SCALED    
 LZ1362* NAVD 88     -       628.035  (meters)    2060.48   (feet)  ADJUSTED  
 LZ1362  ___________________________________________________________________
 LZ1362  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 LZ1362  DYNAMIC HT  -         627.752 (meters)    2059.55  (feet)  COMP
 LZ1362  MODELED GRAV-     980,151.3   (mgal)                       NAVD 88
 LZ1362
 LZ1362  VERT ORDER  -  SECOND    CLASS 0
 LZ1362
 LZ1362.The horizontal coordinates were scaled from a topographic map and have
 LZ1362.an estimated accuracy of +/- 6 seconds.
 LZ1362
 LZ1362.The orthometric height was determined by differential leveling
 LZ1362.and adjusted by the National Geodetic Survey in June 1991..
 LZ1362
 LZ1362.The geoid height was determined by GEOID03.
 LZ1362
 LZ1362.The dynamic height is computed by dividing the NAVD 88
 LZ1362.geopotential number by the normal gravity value computed on the
 LZ1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1362.degrees latitude (g = 980.6199 gals.).
 LZ1362
 LZ1362.The modeled gravity was interpolated from observed gravity values.
 LZ1362
 LZ1362;                    North         East    Units  Estimated Accuracy
 LZ1362;SPC PA N     -   166,030.      606,940.      MT  (+/- 180 meters Scaled)
 LZ1362
 LZ1362                          SUPERSEDED SURVEY CONTROL
 LZ1362
 LZ1362  NGVD 29 (??/??/92)  628.157  (m)         2060.88   (f) ADJ UNCH    2 0
 LZ1362
 LZ1362.Superseded values are not recommended for survey control.
 LZ1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1362.See file dsdata.txt to determine how the superseded data were derived.
 LZ1362
 LZ1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM779156(NAD 83)
 LZ1362_MARKER: DB = BENCH MARK DISK
 LZ1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1362_STAMPING: J 73 1935
 LZ1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1362+STABILITY: SURFACE MOTION
 LZ1362
 LZ1362  HISTORY     - Date     Condition        Report By
 LZ1362  HISTORY     - 1935     MONUMENTED       CGS
 LZ1362
 LZ1362                          STATION DESCRIPTION
 LZ1362
 LZ1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ1362'1 MI N FROM GERMANIA.
 LZ1362'1.0 MILE NORTH ALONG STATE HIGHWAY 144 FROM GERMANIA, AT HIGHWAY
 LZ1362'STATION 246+71, 120 FEET SOUTHWEST OF THE JUNCTION OF A DIRT
 LZ1362'ROAD, 85 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 68 FEET
 LZ1362'NORTH OF A POLE, 28 FEET EAST OF A 16-INCH BLACK BIRCH TREE, 15
 LZ1362'FEET WEST OF A BARBED-WIRE FENCE CROSSING, AT A PASTURE, 2 FEET
 LZ1362'SOUTH OF A FENCE SEPARATING A PASTURE AND A CULTIVATED FIELD,
 LZ1362'AND 5 FEET LOWER THAN THE ROADWAY.  SET IN THE TOP OF A CONCRETE
 LZ1362'POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0964 ***********************************************************************
 MA0964  DESIGNATION -  J 75
 MA0964  PID         -  MA0964
 MA0964  STATE/COUNTY-  PA/CLARION
 MA0964  USGS QUAD   -  FRYBURG (1977)
 MA0964
 MA0964                         *CURRENT SURVEY CONTROL
 MA0964  ___________________________________________________________________
 MA0964* NAD 83(1986)-  41 17 32.     (N)    079 23 00.     (W)     SCALED    
 MA0964* NAVD 88     -       488.509  (meters)    1602.72   (feet)  ADJUSTED  
 MA0964  ___________________________________________________________________
 MA0964  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 MA0964  DYNAMIC HT  -         488.282 (meters)    1601.97  (feet)  COMP
 MA0964  MODELED GRAV-     980,144.3   (mgal)                       NAVD 88
 MA0964
 MA0964  VERT ORDER  -  SECOND    CLASS 0
 MA0964
 MA0964.The horizontal coordinates were scaled from a topographic map and have
 MA0964.an estimated accuracy of +/- 6 seconds.
 MA0964
 MA0964.The orthometric height was determined by differential leveling
 MA0964.and adjusted by the National Geodetic Survey in June 1991..
 MA0964
 MA0964.The geoid height was determined by GEOID03.
 MA0964
 MA0964.The dynamic height is computed by dividing the NAVD 88
 MA0964.geopotential number by the normal gravity value computed on the
 MA0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0964.degrees latitude (g = 980.6199 gals.).
 MA0964
 MA0964.The modeled gravity was interpolated from observed gravity values.
 MA0964
 MA0964;                    North         East    Units  Estimated Accuracy
 MA0964;SPC PA N     -   126,290.      463,200.      MT  (+/- 180 meters Scaled)
 MA0964
 MA0964                          SUPERSEDED SURVEY CONTROL
 MA0964
 MA0964  NGVD 29 (??/??/92)  488.660  (m)         1603.21   (f) ADJ UNCH    2 0
 MA0964
 MA0964.Superseded values are not recommended for survey control.
 MA0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0964.See file dsdata.txt to determine how the superseded data were derived.
 MA0964
 MA0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF353724(NAD 83)
 MA0964_MARKER: DB = BENCH MARK DISK
 MA0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0964_STAMPING: J 75 1935
 MA0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0964+STABILITY: SURFACE MOTION
 MA0964
 MA0964  HISTORY     - Date     Condition        Report By
 MA0964  HISTORY     - 1935     MONUMENTED       CGS
 MA0964
 MA0964                          STATION DESCRIPTION
 MA0964
 MA0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0964'4.6 MI NE FROM CLARION JUNCTION.
 MA0964'ABOUT 4.6 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0964'FROM THE STATION AT CLARION JUNCTION, CLARION COUNTY, 30 FEET
 MA0964'EAST OF POLE 100+3, ABOUT 70 FEET WEST OF AN ABANDONED BRICK
 MA0964'COKE OVEN, 33 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 68,
 MA0964'30 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 1
 MA0964'FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED J 75 1935
 MA0964'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0921 ***********************************************************************
 MA0921  DESIGNATION -  J 76
 MA0921  PID         -  MA0921
 MA0921  STATE/COUNTY-  PA/FOREST
 MA0921  USGS QUAD   -  LYNCH (1977)
 MA0921
 MA0921                         *CURRENT SURVEY CONTROL
 MA0921  ___________________________________________________________________
 MA0921* NAD 83(1986)-  41 30 12.     (N)    079 04 20.     (W)     SCALED    
 MA0921* NAVD 88     -       552.651  (meters)    1813.16   (feet)  ADJUSTED  
 MA0921  ___________________________________________________________________
 MA0921  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 MA0921  DYNAMIC HT  -         552.406 (meters)    1812.35  (feet)  COMP
 MA0921  MODELED GRAV-     980,161.3   (mgal)                       NAVD 88
 MA0921
 MA0921  VERT ORDER  -  SECOND    CLASS 0
 MA0921
 MA0921.The horizontal coordinates were scaled from a topographic map and have
 MA0921.an estimated accuracy of +/- 6 seconds.
 MA0921
 MA0921.The orthometric height was determined by differential leveling
 MA0921.and adjusted by the National Geodetic Survey in June 1991..
 MA0921
 MA0921.The geoid height was determined by GEOID03.
 MA0921
 MA0921.The dynamic height is computed by dividing the NAVD 88
 MA0921.geopotential number by the normal gravity value computed on the
 MA0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0921.degrees latitude (g = 980.6199 gals.).
 MA0921
 MA0921.The modeled gravity was interpolated from observed gravity values.
 MA0921
 MA0921;                    North         East    Units  Estimated Accuracy
 MA0921;SPC PA N     -   149,290.      489,610.      MT  (+/- 180 meters Scaled)
 MA0921
 MA0921                          SUPERSEDED SURVEY CONTROL
 MA0921
 MA0921  NGVD 29 (??/??/92)  552.779  (m)         1813.58   (f) ADJ UNCH    2 0
 MA0921
 MA0921.Superseded values are not recommended for survey control.
 MA0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0921.See file dsdata.txt to determine how the superseded data were derived.
 MA0921
 MA0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF608964(NAD 83)
 MA0921_MARKER: DB = BENCH MARK DISK
 MA0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0921_STAMPING: J 76 1935
 MA0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0921+STABILITY: SURFACE MOTION
 MA0921
 MA0921  HISTORY     - Date     Condition        Report By
 MA0921  HISTORY     - 1935     MONUMENTED       CGS
 MA0921  HISTORY     - 1966     MARK NOT FOUND   NGS
 MA0921
 MA0921                          STATION DESCRIPTION
 MA0921
 MA0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0921'1.5 MI N FROM MC CRAYS.
 MA0921'ABOUT 1.5 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0921'FROM THE STATION AT MC CRAYS, FOREST COUNTY, ABOUT 84 FEET NORTHWEST
 MA0921'OF POLE 124+40, 35 FEET SOUTHWEST OF MILEPOST 125, 10 FEET WEST
 MA0921'OF THE WEST RAIL, 8 FEET EAST OF A WIRE FENCE, AND ABOUT LEVEL
 MA0921'WITH THE TRACK.  A STANDARD DISK, STAMPED J 76 1935 AND SET IN
 MA0921'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 MA0921
 MA0921                          STATION RECOVERY (1966)
 MA0921
 MA0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 MA0921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0756 ***********************************************************************
 MA0756  DESIGNATION -  J 77
 MA0756  PID         -  MA0756
 MA0756  STATE/COUNTY-  PA/ELK
 MA0756  USGS QUAD   -  JAMES CITY (1966)
 MA0756
 MA0756                         *CURRENT SURVEY CONTROL
 MA0756  ___________________________________________________________________
 MA0756* NAD 83(1986)-  41 36 44.     (N)    078 48 24.     (W)     SCALED    
 MA0756* NAVD 88     -       631.078  (meters)    2070.46   (feet)  ADJUSTED  
 MA0756  ___________________________________________________________________
 MA0756  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 MA0756  DYNAMIC HT  -         630.801 (meters)    2069.55  (feet)  COMP
 MA0756  MODELED GRAV-     980,162.3   (mgal)                       NAVD 88
 MA0756
 MA0756  VERT ORDER  -  SECOND    CLASS 0
 MA0756
 MA0756.The horizontal coordinates were scaled from a topographic map and have
 MA0756.an estimated accuracy of +/- 6 seconds.
 MA0756
 MA0756.The orthometric height was determined by differential leveling
 MA0756.and adjusted by the National Geodetic Survey in June 1991..
 MA0756
 MA0756.The geoid height was determined by GEOID03.
 MA0756
 MA0756.The dynamic height is computed by dividing the NAVD 88
 MA0756.geopotential number by the normal gravity value computed on the
 MA0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0756.degrees latitude (g = 980.6199 gals.).
 MA0756
 MA0756.The modeled gravity was interpolated from observed gravity values.
 MA0756
 MA0756;                    North         East    Units  Estimated Accuracy
 MA0756;SPC PA N     -   161,070.      511,930.      MT  (+/- 180 meters Scaled)
 MA0756
 MA0756                          SUPERSEDED SURVEY CONTROL
 MA0756
 MA0756  NGVD 29 (??/??/92)  631.185  (m)         2070.81   (f) ADJ UNCH    2 0
 MA0756
 MA0756.Superseded values are not recommended for survey control.
 MA0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0756.See file dsdata.txt to determine how the superseded data were derived.
 MA0756
 MA0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG827090(NAD 83)
 MA0756_MARKER: DB = BENCH MARK DISK
 MA0756_SETTING: 66 = SET IN ROCK OUTCROP
 MA0756_SP_SET: ROCK OUTCROP
 MA0756_STAMPING: J 77 1935
 MA0756_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA0756+STABILITY: POSITION/ELEVATION WELL
 MA0756
 MA0756  HISTORY     - Date     Condition        Report By
 MA0756  HISTORY     - 1935     MONUMENTED       CGS
 MA0756  HISTORY     - 1950     GOOD             NGS
 MA0756  HISTORY     - 20040806 MARK NOT FOUND   USPSQD
 MA0756
 MA0756                          STATION DESCRIPTION
 MA0756
 MA0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0756'AT MADGE.
 MA0756'AT MADGE, ELK COUNTY, ABOUT 69 FEET NORTH OF THE BALTIMORE AND
 MA0756'OHIO RAILROAD STATION, ABOUT 54 FEET SOUTHEAST OF A POLE, 40
 MA0756'FEET SOUTHEAST OF AN APPLE TREE, 19 FEET SOUTH OF THE SOUTHEAST
 MA0756'CORNER OF A BARBED-WIRE FENCE, 12 FEET WEST OF THE WEST RAIL, IN
 MA0756'THE TOP OF A 5- BY 10-FOOT ROCK OUTCROP, AND ABOUT 3 FEET LOWER
 MA0756'THAN THE TRACK.  A STANDARD DISK, STAMPED J 77 1935.
 MA0756
 MA0756                          STATION RECOVERY (1950)
 MA0756
 MA0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MA0756'RECOVERED IN GOOD CONDITION.
 MA0756
 MA0756                          STATION RECOVERY (2004)
 MA0756
 MA0756'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0756'ROCK OUTCROP WAS REMOVED DURING CLEAN UP OF A TRAIN WRECK IN 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1179 ***********************************************************************
 MA1179  DESIGNATION -  J 78
 MA1179  PID         -  MA1179
 MA1179  STATE/COUNTY-  PA/FOREST
 MA1179  USGS QUAD   -  MARIENVILLE WEST (1973)
 MA1179
 MA1179                         *CURRENT SURVEY CONTROL
 MA1179  ___________________________________________________________________
 MA1179* NAD 83(1986)-  41 27 45.     (N)    079 12 31.     (W)     SCALED    
 MA1179* NAVD 88     -       516.025  (meters)    1692.99   (feet)  ADJUSTED  
 MA1179  ___________________________________________________________________
 MA1179  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 MA1179  DYNAMIC HT  -         515.798 (meters)    1692.25  (feet)  COMP
 MA1179  MODELED GRAV-     980,166.9   (mgal)                       NAVD 88
 MA1179
 MA1179  VERT ORDER  -  SECOND    CLASS 0
 MA1179
 MA1179.The horizontal coordinates were scaled from a topographic map and have
 MA1179.an estimated accuracy of +/- 6 seconds.
 MA1179
 MA1179.The orthometric height was determined by differential leveling
 MA1179.and adjusted by the National Geodetic Survey in June 1991..
 MA1179
 MA1179.The geoid height was determined by GEOID03.
 MA1179
 MA1179.The dynamic height is computed by dividing the NAVD 88
 MA1179.geopotential number by the normal gravity value computed on the
 MA1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1179.degrees latitude (g = 980.6199 gals.).
 MA1179
 MA1179.The modeled gravity was interpolated from observed gravity values.
 MA1179
 MA1179;                    North         East    Units  Estimated Accuracy
 MA1179;SPC PA N     -   144,930.      478,150.      MT  (+/- 180 meters Scaled)
 MA1179
 MA1179                          SUPERSEDED SURVEY CONTROL
 MA1179
 MA1179  NGVD 29 (??/??/92)  516.169  (m)         1693.46   (f) ADJ UNCH    2 0
 MA1179
 MA1179.Superseded values are not recommended for survey control.
 MA1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1179.See file dsdata.txt to determine how the superseded data were derived.
 MA1179
 MA1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF496916(NAD 83)
 MA1179_MARKER: DB = BENCH MARK DISK
 MA1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1179_STAMPING: J 78 1935
 MA1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1179+STABILITY: SURFACE MOTION
 MA1179
 MA1179  HISTORY     - Date     Condition        Report By
 MA1179  HISTORY     - 1935     MONUMENTED       CGS
 MA1179
 MA1179                          STATION DESCRIPTION
 MA1179
 MA1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA1179'5.5 MI W FROM MARIENVILLE.
 MA1179'ABOUT 5.5 MILES WEST ALONG THE NEBRASKA ROAD FROM MARIENVILLE,
 MA1179'FOREST COUNTY, ABOUT 0.7 MILE SOUTHEAST OF A FIRE-LOOKOUT
 MA1179'TOWER, AT STATION 5+39, 24 FEET NORTHEAST OF THE CENTER LINE
 MA1179'OF THE ROAD, 21 FEET SOUTHEAST OF A 10-INCH OAK TREE, 18 FEET
 MA1179'SOUTH OF A TWIN 10-INCH OAK TREE, 9 FEET NORTHEAST OF POLE
 MA1179'BT CO. 8-90, AND ABOUT LEVEL WITH THE ROADWAY.  A STANDARD
 MA1179'DISK, STAMPED J 78 1935 AND SET IN THE TOP OF A CONCRETE POST
 MA1179'PROJECTING ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1134 ***********************************************************************
 LZ1134  DESIGNATION -  J 79
 LZ1134  PID         -  LZ1134
 LZ1134  STATE/COUNTY-  PA/LYCOMING
 LZ1134  USGS QUAD   -  SALLADASBURG (1973)
 LZ1134
 LZ1134                         *CURRENT SURVEY CONTROL
 LZ1134  ___________________________________________________________________
 LZ1134* NAD 83(1986)-  41 16 52.     (N)    077 13 23.     (W)     SCALED    
 LZ1134* NAVD 88     -       204.907  (meters)     672.27   (feet)  ADJUSTED  
 LZ1134  ___________________________________________________________________
 LZ1134  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LZ1134  DYNAMIC HT  -         204.816 (meters)     671.97  (feet)  COMP
 LZ1134  MODELED GRAV-     980,177.4   (mgal)                       NAVD 88
 LZ1134
 LZ1134  VERT ORDER  -  SECOND    CLASS 0
 LZ1134
 LZ1134.The horizontal coordinates were scaled from a topographic map and have
 LZ1134.an estimated accuracy of +/- 6 seconds.
 LZ1134
 LZ1134.The orthometric height was determined by differential leveling
 LZ1134.and adjusted by the National Geodetic Survey in June 1991..
 LZ1134
 LZ1134.The geoid height was determined by GEOID03.
 LZ1134
 LZ1134.The dynamic height is computed by dividing the NAVD 88
 LZ1134.geopotential number by the normal gravity value computed on the
 LZ1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1134.degrees latitude (g = 980.6199 gals.).
 LZ1134
 LZ1134.The modeled gravity was interpolated from observed gravity values.
 LZ1134
 LZ1134;                    North         East    Units  Estimated Accuracy
 LZ1134;SPC PA N     -   123,900.      644,140.      MT  (+/- 180 meters Scaled)
 LZ1134
 LZ1134                          SUPERSEDED SURVEY CONTROL
 LZ1134
 LZ1134  NGVD 29 (??/??/92)  205.114  (m)          672.94   (f) ADJ UNCH    2 0
 LZ1134
 LZ1134.Superseded values are not recommended for survey control.
 LZ1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1134.See file dsdata.txt to determine how the superseded data were derived.
 LZ1134
 LZ1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL138723(NAD 83)
 LZ1134_MARKER: DB = BENCH MARK DISK
 LZ1134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1134_SP_SET: BRIDGE
 LZ1134_STAMPING: J 79 1935
 LZ1134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1134
 LZ1134  HISTORY     - Date     Condition        Report By
 LZ1134  HISTORY     - 1935     MONUMENTED       CGS
 LZ1134
 LZ1134                          STATION DESCRIPTION
 LZ1134
 LZ1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ1134'AT SALLADASBURG.
 LZ1134'AT SALLADASBURG, LYCOMING COUNTY, ON COUNTY ROAD 41027, ABOUT
 LZ1134'440 FEET NORTH OF THE CENTER OF THE CROSSING OF STATE HIGHWAY 84,
 LZ1134'AT STATION 04+25, IN THE TOP OF THE SOUTHWEST WING WALL OF A
 LZ1134'CONCRETE BRIDGE OVER LARRYS CREEK, ABOUT 6-1/2 FEET LOWER THAN
 LZ1134'THE TOP OF THE COPING, 21 FEET WEST OF THE CENTER LINE OF THE
 LZ1134'HIGHWAY, AND ABOUT 3 FEET LOWER THAN THE ROADWAY.  A STANDARD
 LZ1134'DISK, STAMPED J 79 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0807 ***********************************************************************
 LZ0807  DESIGNATION -  J 80
 LZ0807  PID         -  LZ0807
 LZ0807  STATE/COUNTY-  PA/TIOGA
 LZ0807  USGS QUAD   -  LIBERTY (1986)
 LZ0807
 LZ0807                         *CURRENT SURVEY CONTROL
 LZ0807  ___________________________________________________________________
 LZ0807* NAD 83(1986)-  41 36 21.     (N)    077 06 53.     (W)     SCALED    
 LZ0807* NAVD 88     -       597.143  (meters)    1959.13   (feet)  ADJUSTED  
 LZ0807  ___________________________________________________________________
 LZ0807  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 LZ0807  DYNAMIC HT  -         596.865 (meters)    1958.21  (feet)  COMP
 LZ0807  MODELED GRAV-     980,139.5   (mgal)                       NAVD 88
 LZ0807
 LZ0807  VERT ORDER  -  SECOND    CLASS 0
 LZ0807
 LZ0807.The horizontal coordinates were scaled from a topographic map and have
 LZ0807.an estimated accuracy of +/- 6 seconds.
 LZ0807
 LZ0807.The orthometric height was determined by differential leveling
 LZ0807.and adjusted by the National Geodetic Survey in June 1991..
 LZ0807
 LZ0807.The geoid height was determined by GEOID03.
 LZ0807
 LZ0807.The dynamic height is computed by dividing the NAVD 88
 LZ0807.geopotential number by the normal gravity value computed on the
 LZ0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0807.degrees latitude (g = 980.6199 gals.).
 LZ0807
 LZ0807.The modeled gravity was interpolated from observed gravity values.
 LZ0807
 LZ0807;                    North         East    Units  Estimated Accuracy
 LZ0807;SPC PA N     -   160,020.      652,950.      MT  (+/- 180 meters Scaled)
 LZ0807
 LZ0807                          SUPERSEDED SURVEY CONTROL
 LZ0807
 LZ0807  NGVD 29 (??/??/92)  597.29   (m)         1959.6    (f) COMPUTED    2 0
 LZ0807
 LZ0807.Superseded values are not recommended for survey control.
 LZ0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0807.See file dsdata.txt to determine how the superseded data were derived.
 LZ0807
 LZ0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM237081(NAD 83)
 LZ0807_MARKER: DB = BENCH MARK DISK
 LZ0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0807_STAMPING: J 80 1935
 LZ0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0807+STABILITY: SURFACE MOTION
 LZ0807
 LZ0807  HISTORY     - Date     Condition        Report By
 LZ0807  HISTORY     - 1935     MONUMENTED       CGS
 LZ0807  HISTORY     - 1968     MARK NOT FOUND   NGS
 LZ0807  HISTORY     - 1977     GOOD             PADT
 LZ0807
 LZ0807                          STATION DESCRIPTION
 LZ0807
 LZ0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0807'0.7 MI N FROM SEBRING.
 LZ0807'0.7 MILE NORTH ALONG U.S. HIGHWAY 15 FROM SEBRING, TIOGA COUNTY,
 LZ0807'ABOUT 1.3 MILES SOUTH OF THE SUMMIT OF BLOSS MOUNTAIN, AT STATION
 LZ0807'2/15+00, AT THE TOP OF A HILL, ABOUT 50 FEET WEST OF POLE 104,
 LZ0807'33 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 5 FEET SOUTH
 LZ0807'OF A CLUMP OF 3-INCH POPLAR TREES, AND ABOUT 2 FEET LOWER THAN
 LZ0807'THE ROADWAY.  A STANDARD DISK, STAMPED J 80 1935 AND SET IN THE
 LZ0807'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 LZ0807
 LZ0807                          STATION RECOVERY (1977)
 LZ0807
 LZ0807'RECOVERY NOTE BY PA DEPT OF TRANSP 1977
 LZ0807'STATION MARK IS LOCATED 27.0 FT. W OF TR 15 AT STRAIGHT LINE DISTANCE
 LZ0807'STATION 227 + 12.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0581 ***********************************************************************
 LZ0581  DESIGNATION -  J 81
 LZ0581  PID         -  LZ0581
 LZ0581  STATE/COUNTY-  PA/BRADFORD
 LZ0581  USGS QUAD   -  ULSTER (1969)
 LZ0581
 LZ0581                         *CURRENT SURVEY CONTROL
 LZ0581  ___________________________________________________________________
 LZ0581* NAD 83(1986)-  41 46 50.     (N)    076 33 32.     (W)     SCALED    
 LZ0581* NAVD 88     -       264.906  (meters)     869.11   (feet)  ADJUSTED  
 LZ0581  ___________________________________________________________________
 LZ0581  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 LZ0581  DYNAMIC HT  -         264.798 (meters)     868.76  (feet)  COMP
 LZ0581  MODELED GRAV-     980,207.8   (mgal)                       NAVD 88
 LZ0581
 LZ0581  VERT ORDER  -  SECOND    CLASS 0
 LZ0581
 LZ0581.The horizontal coordinates were scaled from a topographic map and have
 LZ0581.an estimated accuracy of +/- 6 seconds.
 LZ0581
 LZ0581.The orthometric height was determined by differential leveling
 LZ0581.and adjusted by the National Geodetic Survey in June 1991..
 LZ0581
 LZ0581.The geoid height was determined by GEOID03.
 LZ0581
 LZ0581.The dynamic height is computed by dividing the NAVD 88
 LZ0581.geopotential number by the normal gravity value computed on the
 LZ0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0581.degrees latitude (g = 980.6199 gals.).
 LZ0581
 LZ0581.The modeled gravity was interpolated from observed gravity values.
 LZ0581
 LZ0581;                    North         East    Units  Estimated Accuracy
 LZ0581;SPC PA N     -   179,910.      699,020.      MT  (+/- 180 meters Scaled)
 LZ0581
 LZ0581                          SUPERSEDED SURVEY CONTROL
 LZ0581
 LZ0581  NGVD 29 (??/??/92)  265.09   (m)          869.7    (f) COMPUTED    2 0
 LZ0581
 LZ0581.Superseded values are not recommended for survey control.
 LZ0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0581.See file dsdata.txt to determine how the superseded data were derived.
 LZ0581
 LZ0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM704265(NAD 83)
 LZ0581_MARKER: DB = BENCH MARK DISK
 LZ0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0581_STAMPING: J 81 1935
 LZ0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0581+STABILITY: SURFACE MOTION
 LZ0581
 LZ0581  HISTORY     - Date     Condition        Report By
 LZ0581  HISTORY     - 1935     MONUMENTED       CGS
 LZ0581  HISTORY     - 1956     MARK NOT FOUND   NGS
 LZ0581
 LZ0581                          STATION DESCRIPTION
 LZ0581
 LZ0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0581'0.3 MI E FROM LUTHERS MILLS.
 LZ0581'0.3 MILE EAST ALONG U.S. HIGHWAY 6 FROM LUTHERS MILLS, BRADFORD
 LZ0581'COUNTY, AT STATION 9/92+44, AT THE JUNCTION OF A DRIVE LEADING
 LZ0581'TO A PRIVATE CEMETERY, 18 FEET NORTH OF THE CENTER LINE OF THE
 LZ0581'HIGHWAY, 35 FEET WEST OF A LONE APPLE TREE, 15 FEET EAST OF A
 LZ0581'POLE, AND ABOUT LEVEL WITH THE ROADWAY.  A STANDARD DISK, STAMPED
 LZ0581'J 81 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 LZ0581'3 INCHES ABOVE GROUND.
 LZ0581
 LZ0581                          STATION RECOVERY (1956)
 LZ0581
 LZ0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 LZ0581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1504 ***********************************************************************
 KW1504  DESIGNATION -  J 82
 KW1504  PID         -  KW1504
 KW1504  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW1504  USGS QUAD   -  NORTHUMBERLAND (1994)
 KW1504
 KW1504                         *CURRENT SURVEY CONTROL
 KW1504  ___________________________________________________________________
 KW1504* NAD 83(1986)-  40 53 26.     (N)    076 46 52.     (W)     SCALED    
 KW1504* NAVD 88     -       135.243  (meters)     443.71   (feet)  ADJUSTED  
 KW1504  ___________________________________________________________________
 KW1504  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KW1504  DYNAMIC HT  -         135.184 (meters)     443.52  (feet)  COMP
 KW1504  MODELED GRAV-     980,186.1   (mgal)                       NAVD 88
 KW1504
 KW1504  VERT ORDER  -  SECOND    CLASS 0
 KW1504
 KW1504.The horizontal coordinates were scaled from a topographic map and have
 KW1504.an estimated accuracy of +/- 6 seconds.
 KW1504
 KW1504.The orthometric height was determined by differential leveling
 KW1504.and adjusted by the National Geodetic Survey in June 1991..
 KW1504
 KW1504.The geoid height was determined by GEOID03.
 KW1504
 KW1504.The dynamic height is computed by dividing the NAVD 88
 KW1504.geopotential number by the normal gravity value computed on the
 KW1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1504.degrees latitude (g = 980.6199 gals.).
 KW1504
 KW1504.The modeled gravity was interpolated from observed gravity values.
 KW1504
 KW1504;                    North         East    Units  Estimated Accuracy
 KW1504;SPC PA N     -    80,850.      681,650.      MT  (+/- 180 meters Scaled)
 KW1504
 KW1504                          SUPERSEDED SURVEY CONTROL
 KW1504
 KW1504  NGVD 29 (??/??/??)  135.478  (m)          444.48   (f) ADJUSTED    2 0
 KW1504
 KW1504.Superseded values are not recommended for survey control.
 KW1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1504.See file dsdata.txt to determine how the superseded data were derived.
 KW1504
 KW1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL499281(NAD 83)
 KW1504_MARKER: DB = BENCH MARK DISK
 KW1504_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1504_SP_SET: BASE
 KW1504_STAMPING: J 82 1935
 KW1504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1504
 KW1504  HISTORY     - Date     Condition        Report By
 KW1504  HISTORY     - 1935     MONUMENTED       CGS
 KW1504  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KW1504  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW1504
 KW1504                          STATION DESCRIPTION
 KW1504
 KW1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW1504'AT SUNBURY.
 KW1504'AT SUNBURY, NORTHUMBERLAND COUNTY, UPPER AUGUSTA TOWNSHIP, AT
 KW1504'THE CITY AIRPORT, 47 FEET EAST OF THE EAST CORNER OF A CONCRETE
 KW1504'BLOCK HANGAR, AT AN UNDERGROUND GASOLINE PUMP, IN THE TOP OF
 KW1504'THE WEST CORNER OF THE 5- BY 6-FOOT CONCRETE BASE, AND ABOUT
 KW1504'LEVEL WITH THE GROUND.
 KW1504
 KW1504                          STATION RECOVERY (1987)
 KW1504
 KW1504'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 KW1504'MARK NOT FOUND.
 KW1504
 KW1504                          STATION RECOVERY (1989)
 KW1504
 KW1504'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1301 ***********************************************************************
 MA1301  DESIGNATION -  J 85
 MA1301  PID         -  MA1301
 MA1301  STATE/COUNTY-  PA/VENANGO
 MA1301  USGS QUAD   -  FRANKLIN (1972)
 MA1301
 MA1301                         *CURRENT SURVEY CONTROL
 MA1301  ___________________________________________________________________
 MA1301* NAD 83(1986)-  41 24 21.     (N)    079 48 06.     (W)     SCALED    
 MA1301* NAVD 88     -       313.339  (meters)    1028.01   (feet)  ADJUSTED  
 MA1301  ___________________________________________________________________
 MA1301  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 MA1301  DYNAMIC HT  -         313.204 (meters)    1027.57  (feet)  COMP
 MA1301  MODELED GRAV-     980,183.8   (mgal)                       NAVD 88
 MA1301
 MA1301  VERT ORDER  -  SECOND    CLASS 0
 MA1301
 MA1301.The horizontal coordinates were scaled from a topographic map and have
 MA1301.an estimated accuracy of +/- 6 seconds.
 MA1301
 MA1301.The orthometric height was determined by differential leveling
 MA1301.and adjusted by the National Geodetic Survey in June 1991..
 MA1301
 MA1301.The geoid height was determined by GEOID03.
 MA1301
 MA1301.The dynamic height is computed by dividing the NAVD 88
 MA1301.geopotential number by the normal gravity value computed on the
 MA1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1301.degrees latitude (g = 980.6199 gals.).
 MA1301
 MA1301.The modeled gravity was interpolated from observed gravity values.
 MA1301
 MA1301;                    North         East    Units  Estimated Accuracy
 MA1301;SPC PA N     -   139,650.      428,470.      MT  (+/- 180 meters Scaled)
 MA1301
 MA1301                          SUPERSEDED SURVEY CONTROL
 MA1301
 MA1301  NGVD 29 (??/??/92)  313.523  (m)         1028.62   (f) ADJ UNCH    2 0
 MA1301
 MA1301.Superseded values are not recommended for survey control.
 MA1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1301.See file dsdata.txt to determine how the superseded data were derived.
 MA1301
 MA1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF001845(NAD 83)
 MA1301_MARKER: DB = BENCH MARK DISK
 MA1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1301_STAMPING: J 85 1935
 MA1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1301+STABILITY: SURFACE MOTION
 MA1301
 MA1301  HISTORY     - Date     Condition        Report By
 MA1301  HISTORY     - 1935     MONUMENTED       CGS
 MA1301
 MA1301                          STATION DESCRIPTION
 MA1301
 MA1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA1301'2 MI E FROM FRANKLIN.
 MA1301'ABOUT 2.0 MILES EAST ALONG U.S. HIGHWAY 62 FROM FRANKLIN,
 MA1301'VENANGO COUNTY, AT THE ECLIPSE WORKS OF THE ATLANTIC REFINING
 MA1301'CO., ABOUT 500 FEET NORTH OF THE MAIN DISTILLERY GROUP AT THE
 MA1301'EAST END OF THE PLANT, ABOUT 220 FEET NORTHEAST OF THE CENTER OF
 MA1301'TANK 905, ABOUT 100 FEET SOUTHEAST OF TANK 351, AND 18 FEET
 MA1301'SOUTH OF THE CENTER LINE OF A DIRT ROAD RUNNING UPHILL FROM AN
 MA1301'EAST PARKING AREA.  A STANDARD DISK, STAMPED J 85 1935 AND SET
 MA1301'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE
 MA1301'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1562 ***********************************************************************
 MA1562  DESIGNATION -  J 86
 MA1562  PID         -  MA1562
 MA1562  STATE/COUNTY-  PA/CRAWFORD
 MA1562  USGS QUAD   -  SPARTANSBURG (1977)
 MA1562
 MA1562                         *CURRENT SURVEY CONTROL
 MA1562  ___________________________________________________________________
 MA1562* NAD 83(1986)-  41 45 29.     (N)    079 43 46.     (W)     SCALED    
 MA1562* NAVD 88     -       403.980  (meters)    1325.39   (feet)  ADJUSTED  
 MA1562  ___________________________________________________________________
 MA1562  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 MA1562  DYNAMIC HT  -         403.810 (meters)    1324.83  (feet)  COMP
 MA1562  MODELED GRAV-     980,189.4   (mgal)                       NAVD 88
 MA1562
 MA1562  VERT ORDER  -  SECOND    CLASS 0
 MA1562
 MA1562.The horizontal coordinates were scaled from a topographic map and have
 MA1562.an estimated accuracy of +/- 6 seconds.
 MA1562
 MA1562.The orthometric height was determined by differential leveling
 MA1562.and adjusted by the National Geodetic Survey in June 1991..
 MA1562
 MA1562.The geoid height was determined by GEOID03.
 MA1562
 MA1562.The dynamic height is computed by dividing the NAVD 88
 MA1562.geopotential number by the normal gravity value computed on the
 MA1562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1562.degrees latitude (g = 980.6199 gals.).
 MA1562
 MA1562.The modeled gravity was interpolated from observed gravity values.
 MA1562
 MA1562;                    North         East    Units  Estimated Accuracy
 MA1562;SPC PA N     -   178,610.      435,400.      MT  (+/- 180 meters Scaled)
 MA1562
 MA1562                          SUPERSEDED SURVEY CONTROL
 MA1562
 MA1562  NGVD 29 (??/??/92)  404.133  (m)         1325.89   (f) ADJ UNCH    2 0
 MA1562
 MA1562.Superseded values are not recommended for survey control.
 MA1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1562.See file dsdata.txt to determine how the superseded data were derived.
 MA1562
 MA1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG056236(NAD 83)
 MA1562_MARKER: DB = BENCH MARK DISK
 MA1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1562_STAMPING: J 86 1935
 MA1562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1562+STABILITY: SURFACE MOTION
 MA1562
 MA1562  HISTORY     - Date     Condition        Report By
 MA1562  HISTORY     - 1935     MONUMENTED       CGS
 MA1562  HISTORY     - 20001120 MARK NOT FOUND   PADT
 MA1562
 MA1562                          STATION DESCRIPTION
 MA1562
 MA1562'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA1562'2 MI N FROM CENTERVILLE.
 MA1562'2.0 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA1562'AT CENTERVILLE, CRAWFORD COUNTY, ABOUT 0.3 MILE NORTH OF MILEPOST
 MA1562'108, 40 FEET EAST OF POLE MT 1053, 22 FEET SOUTHEAST OF THE
 MA1562'CENTER OF A DIRT-ROAD CROSSING, 21 FEET SOUTHEAST OF THE CENTER
 MA1562'LINE OF THE ROAD, 15 FEET EAST OF THE EAST RAIL, AND ABOUT 1 FOOT
 MA1562'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED J 86 1935 AND SET
 MA1562'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE
 MA1562'GROUND.
 MA1562
 MA1562                          STATION RECOVERY (2000)
 MA1562
 MA1562'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (JAW)
 MA1562'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1459 ***********************************************************************
 MA1459  DESIGNATION -  J 87
 MA1459  PID         -  MA1459
 MA1459  STATE/COUNTY-  PA/VENANGO
 MA1459  USGS QUAD   -  CRANBERRY (1977)
 MA1459
 MA1459                         *CURRENT SURVEY CONTROL
 MA1459  ___________________________________________________________________
 MA1459* NAD 83(1986)-  41 21 14.     (N)    079 42 27.     (W)     SCALED    
 MA1459* NAVD 88     -       415.127  (meters)    1361.96   (feet)  ADJUSTED  
 MA1459  ___________________________________________________________________
 MA1459  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 MA1459  DYNAMIC HT  -         414.936 (meters)    1361.34  (feet)  COMP
 MA1459  MODELED GRAV-     980,152.3   (mgal)                       NAVD 88
 MA1459
 MA1459  VERT ORDER  -  SECOND    CLASS 0
 MA1459
 MA1459.The horizontal coordinates were scaled from a topographic map and have
 MA1459.an estimated accuracy of +/- 6 seconds.
 MA1459
 MA1459.The orthometric height was determined by differential leveling
 MA1459.and adjusted by the National Geodetic Survey in June 1991..
 MA1459
 MA1459.The geoid height was determined by GEOID03.
 MA1459
 MA1459.The dynamic height is computed by dividing the NAVD 88
 MA1459.geopotential number by the normal gravity value computed on the
 MA1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1459.degrees latitude (g = 980.6199 gals.).
 MA1459
 MA1459.The modeled gravity was interpolated from observed gravity values.
 MA1459
 MA1459;                    North         East    Units  Estimated Accuracy
 MA1459;SPC PA N     -   133,700.      436,210.      MT  (+/- 180 meters Scaled)
 MA1459
 MA1459                          SUPERSEDED SURVEY CONTROL
 MA1459
 MA1459  NGVD 29 (??/??/92)  415.294  (m)         1362.51   (f) ADJ UNCH    2 0
 MA1459
 MA1459.Superseded values are not recommended for survey control.
 MA1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1459.See file dsdata.txt to determine how the superseded data were derived.
 MA1459
 MA1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF081788(NAD 83)
 MA1459_MARKER: DB = BENCH MARK DISK
 MA1459_SETTING: 66 = SET IN ROCK OUTCROP
 MA1459_SP_SET: ROCK OUTCROP
 MA1459_STAMPING: J 87 1935
 MA1459_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA1459+STABILITY: POSITION/ELEVATION WELL
 MA1459
 MA1459  HISTORY     - Date     Condition        Report By
 MA1459  HISTORY     - 1935     MONUMENTED       CGS
 MA1459  HISTORY     - 1967     GOOD             NGS
 MA1459  HISTORY     - 19990901 GOOD             PADT
 MA1459
 MA1459                          STATION DESCRIPTION
 MA1459
 MA1459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1459'0.3 MI N FROM CRANBERRY.
 MA1459'0.3 MILE NORTH ALONG STATE HIGHWAY 257 FROM CRANBERRY, VENANGO
 MA1459'COUNTY, OPPOSITE THE NORTH END OF A CEMETERY, ABOUT 80 FEET
 MA1459'NORTHWEST OF POLE SQ 188 PAINTED 0+18, ABOUT 90 FEET WEST OF
 MA1459'THE CENTER LINE OF HIGHWAY, 55 FEET NORTH OF A WIRE FENCE, 27
 MA1459'FEET WEST OF AN OIL WELL, IN THE TOP OF A 5- BY 10-FOOT ROCK
 MA1459'OUTCROP, AND ABOUT 5 FEET LOWER THAN THE ROADWAY.  A STANDARD
 MA1459'DISK, STAMPED J 87 1935.
 MA1459
 MA1459                          STATION RECOVERY (1999)
 MA1459
 MA1459'RECOVERY NOTE BY PA DEPT OF TRANSP 1999
 MA1459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0817 ***********************************************************************
 MA0817  DESIGNATION -  J 88
 MA0817  PID         -  MA0817
 MA0817  STATE/COUNTY-  PA/FOREST
 MA0817  USGS QUAD   -  WEST HICKORY (1981)
 MA0817
 MA0817                         *CURRENT SURVEY CONTROL
 MA0817  ___________________________________________________________________
 MA0817* NAD 83(1986)-  41 34 02.     (N)    079 24 30.     (W)     SCALED    
 MA0817* NAVD 88     -       331.926  (meters)    1088.99   (feet)  ADJUSTED  
 MA0817  ___________________________________________________________________
 MA0817  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 MA0817  DYNAMIC HT  -         331.785 (meters)    1088.53  (feet)  COMP
 MA0817  MODELED GRAV-     980,187.0   (mgal)                       NAVD 88
 MA0817
 MA0817  VERT ORDER  -  FIRST     CLASS II
 MA0817
 MA0817.The horizontal coordinates were scaled from a topographic map and have
 MA0817.an estimated accuracy of +/- 6 seconds.
 MA0817
 MA0817.The orthometric height was determined by differential leveling
 MA0817.and adjusted by the National Geodetic Survey in June 1991..
 MA0817
 MA0817.The geoid height was determined by GEOID03.
 MA0817
 MA0817.The dynamic height is computed by dividing the NAVD 88
 MA0817.geopotential number by the normal gravity value computed on the
 MA0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0817.degrees latitude (g = 980.6199 gals.).
 MA0817
 MA0817.The modeled gravity was interpolated from observed gravity values.
 MA0817
 MA0817;                    North         East    Units  Estimated Accuracy
 MA0817;SPC PA N     -   156,860.      461,690.      MT  (+/- 180 meters Scaled)
 MA0817
 MA0817                          SUPERSEDED SURVEY CONTROL
 MA0817
 MA0817  NGVD 29 (??/??/92)  332.098  (m)         1089.56   (f) ADJ UNCH    1 2
 MA0817
 MA0817.Superseded values are not recommended for survey control.
 MA0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0817.See file dsdata.txt to determine how the superseded data were derived.
 MA0817
 MA0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG327029(NAD 83)
 MA0817_MARKER: DB = BENCH MARK DISK
 MA0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0817_STAMPING: J 88 1935
 MA0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0817+STABILITY: SURFACE MOTION
 MA0817
 MA0817  HISTORY     - Date     Condition        Report By
 MA0817  HISTORY     - 1935     MONUMENTED       CGS
 MA0817  HISTORY     - 1941     GOOD             NGS
 MA0817
 MA0817                          STATION DESCRIPTION
 MA0817
 MA0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0817'AT WEST HICKORY.
 MA0817'AT WEST HICKORY, FOREST COUNTY, ABOUT 85 FEET SOUTHWEST OF THE
 MA0817'SOUTHWEST CORNER OF THE PENNSYLVANIA RAILROAD STATION, 78 FEET
 MA0817'SOUTHEAST OF THE SOUTHEAST CORNER OF THE GLOBE HOTEL, 105 FEET
 MA0817'WEST OF THE WEST RAIL OF THE MAIN TRACK, 60 FEET WEST OF AN
 MA0817'OUTHOUSE, 60 FEET SOUTH OF THE CENTER LINE OF A CINDER DRIVE TO
 MA0817'THE STATION, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK,
 MA0817'STAMPED J 88 1935 AND SET IN THE TOP OF A CONCRETE POST
 MA0817'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 MA0817
 MA0817                          STATION RECOVERY (1941)
 MA0817
 MA0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 MA0817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1103 ***********************************************************************
 LZ1103  DESIGNATION -  J 90
 LZ1103  PID         -  LZ1103
 LZ1103  STATE/COUNTY-  PA/CLINTON
 LZ1103  USGS QUAD   -  JERSEY MILLS (1983)
 LZ1103
 LZ1103                         *CURRENT SURVEY CONTROL
 LZ1103  ___________________________________________________________________
 LZ1103* NAD 83(1986)-  41 16 02.     (N)    077 25 30.     (W)     SCALED    
 LZ1103* NAVD 88     -       526.288  (meters)    1726.66   (feet)  ADJUSTED  
 LZ1103  ___________________________________________________________________
 LZ1103  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 LZ1103  DYNAMIC HT  -         526.031 (meters)    1725.82  (feet)  COMP
 LZ1103  MODELED GRAV-     980,117.3   (mgal)                       NAVD 88
 LZ1103
 LZ1103  VERT ORDER  -  SECOND    CLASS 0
 LZ1103
 LZ1103.The horizontal coordinates were scaled from a topographic map and have
 LZ1103.an estimated accuracy of +/- 6 seconds.
 LZ1103
 LZ1103.The orthometric height was determined by differential leveling
 LZ1103.and adjusted by the National Geodetic Survey in June 1991..
 LZ1103
 LZ1103.The geoid height was determined by GEOID03.
 LZ1103
 LZ1103.The dynamic height is computed by dividing the NAVD 88
 LZ1103.geopotential number by the normal gravity value computed on the
 LZ1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1103.degrees latitude (g = 980.6199 gals.).
 LZ1103
 LZ1103.The modeled gravity was interpolated from observed gravity values.
 LZ1103
 LZ1103;                    North         East    Units  Estimated Accuracy
 LZ1103;SPC PA N     -   122,270.      627,230.      MT  (+/- 180 meters Scaled)
 LZ1103
 LZ1103                          SUPERSEDED SURVEY CONTROL
 LZ1103
 LZ1103  NGVD 29 (??/??/92)  526.472  (m)         1727.27   (f) ADJ UNCH    2 0
 LZ1103
 LZ1103.Superseded values are not recommended for survey control.
 LZ1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1103.See file dsdata.txt to determine how the superseded data were derived.
 LZ1103
 LZ1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL968712(NAD 83)
 LZ1103_MARKER: DB = BENCH MARK DISK
 LZ1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1103_STAMPING: J 90 1935
 LZ1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1103+STABILITY: SURFACE MOTION
 LZ1103
 LZ1103  HISTORY     - Date     Condition        Report By
 LZ1103  HISTORY     - 1935     MONUMENTED       CGS
 LZ1103
 LZ1103                          STATION DESCRIPTION
 LZ1103
 LZ1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ1103'10.1 MI N FROM MC ELHATTAN.
 LZ1103'10.1 MILES NORTH ALONG TOWNSHIP ROADS 18014 AND 18021 AND STATE
 LZ1103'HIGHWAY 24 FROM MC ELHATTAN, AT STATION 4/64+00, 250 FEET SOUTH OF
 LZ1103'THE SOUTH FENCE OF A CORN FIELD, 50 FEET NORTH OF A 10-INCH MAPLE
 LZ1103'TWIN TREE PAINTED 3002+00, 40 FEET NORTH OF A BED OF ASPARABUS
 LZ1103'FERN, 36 FEET EAST OF A 16-INCH FIR TREE, 21 FEET EAST OF THE
 LZ1103'CENTER LINE OF THE DIRT ROAD, AND 1 FOOT HIGHER THAN THE ROADWAY.
 LZ1103'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 LZ1103'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1192 ***********************************************************************
 LZ1192  DESIGNATION -  J 91
 LZ1192  PID         -  LZ1192
 LZ1192  STATE/COUNTY-  PA/LYCOMING
 LZ1192  USGS QUAD   -  TROUT RUN (1973)
 LZ1192
 LZ1192                         *CURRENT SURVEY CONTROL
 LZ1192  ___________________________________________________________________
 LZ1192* NAD 83(1986)-  41 26 49.     (N)    077 07 11.     (W)     SCALED    
 LZ1192* NAVD 88     -       453.481  (meters)    1487.80   (feet)  ADJUSTED  
 LZ1192  ___________________________________________________________________
 LZ1192  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 LZ1192  DYNAMIC HT  -         453.271 (meters)    1487.11  (feet)  COMP
 LZ1192  MODELED GRAV-     980,145.8   (mgal)                       NAVD 88
 LZ1192
 LZ1192  VERT ORDER  -  SECOND    CLASS 0
 LZ1192
 LZ1192.The horizontal coordinates were scaled from a topographic map and have
 LZ1192.an estimated accuracy of +/- 6 seconds.
 LZ1192
 LZ1192.The orthometric height was determined by differential leveling
 LZ1192.and adjusted by the National Geodetic Survey in June 1991..
 LZ1192
 LZ1192.The geoid height was determined by GEOID03.
 LZ1192
 LZ1192.The dynamic height is computed by dividing the NAVD 88
 LZ1192.geopotential number by the normal gravity value computed on the
 LZ1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1192.degrees latitude (g = 980.6199 gals.).
 LZ1192
 LZ1192.The modeled gravity was interpolated from observed gravity values.
 LZ1192
 LZ1192;                    North         East    Units  Estimated Accuracy
 LZ1192;SPC PA N     -   142,370.      652,670.      MT  (+/- 180 meters Scaled)
 LZ1192
 LZ1192                          SUPERSEDED SURVEY CONTROL
 LZ1192
 LZ1192  NGVD 29 (??/??/92)  453.662  (m)         1488.39   (f) ADJ UNCH    2 0
 LZ1192
 LZ1192.Superseded values are not recommended for survey control.
 LZ1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1192.See file dsdata.txt to determine how the superseded data were derived.
 LZ1192
 LZ1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL229905(NAD 83)
 LZ1192_MARKER: DB = BENCH MARK DISK
 LZ1192_SETTING: 66 = SET IN ROCK OUTCROP
 LZ1192_SP_SET: ROCK LEDGE
 LZ1192_STAMPING: J 91 1935
 LZ1192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ1192+STABILITY: POSITION/ELEVATION WELL
 LZ1192
 LZ1192  HISTORY     - Date     Condition        Report By
 LZ1192  HISTORY     - 1935     MONUMENTED       CGS
 LZ1192  HISTORY     - 1968     GOOD             NGS
 LZ1192
 LZ1192                          STATION DESCRIPTION
 LZ1192
 LZ1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ1192'5.8 MI N FROM TROUT RUN.
 LZ1192'ABOUT 5.85 MILES NORTH ALONG U.S. HIGHWAY 15 FROM ITS JUNCTION
 LZ1192'WITH STATE HIGHWAY 14 IN TROUT RUN, 50 FEET WEST OF THE JUNCTION
 LZ1192'OF A SIDE ROAD LEADING TO A HOUSE WHICH IS IN THE MEDEA OF THE
 LZ1192'HIGHWAY, 20 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF THE SOUTH
 LZ1192'BOUND LANE OF HIGHWAY, 2.0 FEET WEST OF A METAL WITNESS SIGN,
 LZ1192'SET IN THE TOP OF THE FIRST STRATA OF ROCK OF A SANDSTONE LEDGE,
 LZ1192'ABOUT 3 FEET ABOVE THE GROUND AND IS ABOUT 2 FEET ABOVE THE LEVEL
 LZ1192'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0446 ***********************************************************************
 MA0446  DESIGNATION -  J 92
 MA0446  PID         -  MA0446
 MA0446  STATE/COUNTY-  PA/JEFFERSON
 MA0446  USGS QUAD   -  HAZEN (1994)
 MA0446
 MA0446                         *CURRENT SURVEY CONTROL
 MA0446  ___________________________________________________________________
 MA0446* NAD 83(1986)-  41 13 19.     (N)    078 53 53.     (W)     SCALED    
 MA0446* NAVD 88     -       486.490  (meters)    1596.09   (feet)  ADJUSTED  
 MA0446  ___________________________________________________________________
 MA0446  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 MA0446  DYNAMIC HT  -         486.264 (meters)    1595.35  (feet)  COMP
 MA0446  MODELED GRAV-     980,142.9   (mgal)                       NAVD 88
 MA0446
 MA0446  VERT ORDER  -  SECOND    CLASS 0
 MA0446
 MA0446.The horizontal coordinates were scaled from a topographic map and have
 MA0446.an estimated accuracy of +/- 6 seconds.
 MA0446
 MA0446.The orthometric height was determined by differential leveling
 MA0446.and adjusted by the National Geodetic Survey in June 1991..
 MA0446
 MA0446.The geoid height was determined by GEOID03.
 MA0446
 MA0446.The dynamic height is computed by dividing the NAVD 88
 MA0446.geopotential number by the normal gravity value computed on the
 MA0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0446.degrees latitude (g = 980.6199 gals.).
 MA0446
 MA0446.The modeled gravity was interpolated from observed gravity values.
 MA0446
 MA0446;                    North         East    Units  Estimated Accuracy
 MA0446;SPC PA N     -   117,830.      503,740.      MT  (+/- 180 meters Scaled)
 MA0446
 MA0446                          SUPERSEDED SURVEY CONTROL
 MA0446
 MA0446  NGVD 29 (??/??/92)  486.64   (m)         1596.6    (f) COMPUTED    2 0
 MA0446
 MA0446.Superseded values are not recommended for survey control.
 MA0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0446.See file dsdata.txt to determine how the superseded data were derived.
 MA0446
 MA0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF761655(NAD 83)
 MA0446_MARKER: DB = BENCH MARK DISK
 MA0446_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0446_SP_SET: ABUTMENT
 MA0446_STAMPING: J 92 1935
 MA0446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0446
 MA0446  HISTORY     - Date     Condition        Report By
 MA0446  HISTORY     - 1935     MONUMENTED       CGS
 MA0446  HISTORY     - 20020730 GOOD             PADT
 MA0446
 MA0446                          STATION DESCRIPTION
 MA0446
 MA0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0446'AT REITZ.
 MA0446'AT REITZ, JEFFERSON COUNTY, ABOUT 70 FEET NORTH OF THE PITTSBURG
 MA0446'AND SHAWMUT RAILROAD STATION, AT 30-FOOT SPAN STEEL-STRINGER
 MA0446'BRIDGE 8.48 OVER A CREEK, IN THE TOP OF THE WEST END OF THE SOUTH
 MA0446'MASONRY ABUTMENT, 14 FEET WEST OF THE CENTER LINE OF THE TRACK,
 MA0446'AND ABOUT 2-1/2 FEET LOWER THAN THE TOP OF THE RAIL.  A
 MA0446'STANDARD DISK, STAMPED J 92 1935.
 MA0446
 MA0446                          STATION RECOVERY (2002)
 MA0446
 MA0446'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (BH)
 MA0446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1669 ***********************************************************************
 KX1669  DESIGNATION -  J 93
 KX1669  PID         -  KX1669
 KX1669  STATE/COUNTY-  PA/CLARION
 KX1669  USGS QUAD   -  EAST BRADY (1993)
 KX1669
 KX1669                         *CURRENT SURVEY CONTROL
 KX1669  ___________________________________________________________________
 KX1669* NAD 83(1986)-  40 58 53.     (N)    079 32 06.     (W)     SCALED    
 KX1669* NAVD 88     -       260.648  (meters)     855.14   (feet)  ADJUSTED  
 KX1669  ___________________________________________________________________
 KX1669  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 KX1669  DYNAMIC HT  -         260.522 (meters)     854.73  (feet)  COMP
 KX1669  MODELED GRAV-     980,133.5   (mgal)                       NAVD 88
 KX1669
 KX1669  VERT ORDER  -  SECOND    CLASS 0
 KX1669
 KX1669.The horizontal coordinates were scaled from a topographic map and have
 KX1669.an estimated accuracy of +/- 6 seconds.
 KX1669
 KX1669.The orthometric height was determined by differential leveling
 KX1669.and adjusted by the National Geodetic Survey in June 1991..
 KX1669
 KX1669.The geoid height was determined by GEOID03.
 KX1669
 KX1669.The dynamic height is computed by dividing the NAVD 88
 KX1669.geopotential number by the normal gravity value computed on the
 KX1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1669.degrees latitude (g = 980.6199 gals.).
 KX1669
 KX1669.The modeled gravity was interpolated from observed gravity values.
 KX1669
 KX1669;                    North         East    Units  Estimated Accuracy
 KX1669;SPC PA N     -    92,030.      449,790.      MT  (+/- 180 meters Scaled)
 KX1669
 KX1669                          SUPERSEDED SURVEY CONTROL
 KX1669
 KX1669  NGVD 29 (??/??/92)  260.818  (m)          855.70   (f) ADJ UNCH    2 0
 KX1669
 KX1669.Superseded values are not recommended for survey control.
 KX1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1669.See file dsdata.txt to determine how the superseded data were derived.
 KX1669
 KX1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF232377(NAD 83)
 KX1669_MARKER: DB = BENCH MARK DISK
 KX1669_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1669_SP_SET: BRIDGE WALL
 KX1669_STAMPING: J 93 1935
 KX1669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1669
 KX1669  HISTORY     - Date     Condition        Report By
 KX1669  HISTORY     - 1935     MONUMENTED       CGS
 KX1669
 KX1669                          STATION DESCRIPTION
 KX1669
 KX1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX1669'AT MORTIMER.
 KX1669'AT MORTIMER, CLARION COUNTY, ABOUT 160 FEET SOUTHWEST OF THE
 KX1669'PENNSYLVANIA RAILROAD STATION, ABOUT 1.1 MILES EAST OF THE
 KX1669'STATION AT RED BANK, AT A 60-FOOT GRIDER BRIDGE OVER A CREEK,
 KX1669'IN THE TOP OF THE NORTHEAST CORNER OF THE SOUTHWEST MASONRY
 KX1669'WING WALL, 8 FEET WEST OF THE CENTER LINE OF THE WEST TRACK, AND
 KX1669'ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 KX1669'STAMPED J 93 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1096 ***********************************************************************
 MA1096  DESIGNATION -  J 94
 MA1096  PID         -  MA1096
 MA1096  STATE/COUNTY-  PA/CLARION
 MA1096  USGS QUAD   -  FRYBURG (1977)
 MA1096
 MA1096                         *CURRENT SURVEY CONTROL
 MA1096  ___________________________________________________________________
 MA1096* NAD 83(1986)-  41 15 21.     (N)    079 28 20.     (W)     SCALED    
 MA1096* NAVD 88     -       381.089  (meters)    1250.29   (feet)  ADJUSTED  
 MA1096  ___________________________________________________________________
 MA1096  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MA1096  DYNAMIC HT  -         380.910 (meters)    1249.70  (feet)  COMP
 MA1096  MODELED GRAV-     980,141.7   (mgal)                       NAVD 88
 MA1096
 MA1096  VERT ORDER  -  SECOND    CLASS 0
 MA1096
 MA1096.The horizontal coordinates were scaled from a topographic map and have
 MA1096.an estimated accuracy of +/- 6 seconds.
 MA1096
 MA1096.The orthometric height was determined by differential leveling
 MA1096.and adjusted by the National Geodetic Survey in June 1991..
 MA1096
 MA1096.The geoid height was determined by GEOID03.
 MA1096
 MA1096.The dynamic height is computed by dividing the NAVD 88
 MA1096.geopotential number by the normal gravity value computed on the
 MA1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1096.degrees latitude (g = 980.6199 gals.).
 MA1096
 MA1096.The modeled gravity was interpolated from observed gravity values.
 MA1096
 MA1096;                    North         East    Units  Estimated Accuracy
 MA1096;SPC PA N     -   122,390.      455,680.      MT  (+/- 180 meters Scaled)
 MA1096
 MA1096                          SUPERSEDED SURVEY CONTROL
 MA1096
 MA1096  NGVD 29 (??/??/92)  381.238  (m)         1250.78   (f) ADJ UNCH    2 0
 MA1096
 MA1096.Superseded values are not recommended for survey control.
 MA1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1096.See file dsdata.txt to determine how the superseded data were derived.
 MA1096
 MA1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF279682(NAD 83)
 MA1096_MARKER: DB = BENCH MARK DISK
 MA1096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1096_SP_SET: PIER FOUNDATION
 MA1096_STAMPING: J 94 1935
 MA1096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1096
 MA1096  HISTORY     - Date     Condition        Report By
 MA1096  HISTORY     - 1935     MONUMENTED       CGS
 MA1096  HISTORY     - 1967     MARK NOT FOUND   NGS
 MA1096
 MA1096                          STATION DESCRIPTION
 MA1096
 MA1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1096'0.9 MI NW FROM SHIPPENVILLE.
 MA1096'0.9 MILE NORTHWEST ALONG U.S. HIGHWAY 322 FROM THE POST OFFICE
 MA1096'AT SHIPPENVILLE, CLARION COUNTY, AT STATION 3/95+96, AT 6-SPAN
 MA1096'STEEL VIADUCT 104.29, IN THE TOP OF THE BASE OF THE NORTHWEST
 MA1096'PIER FOUNDATION, 18 FEET NORTHEAST OF THE CENTER LINE OF THE
 MA1096'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE ROADWAY.  A STANDARD
 MA1096'DISK, STAMPED J 94 1935.  NOTE-- A NEW VIADUCT HAS BEEN BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0152 ***********************************************************************
 JW0152  DESIGNATION -  J 95
 JW0152  PID         -  JW0152
 JW0152  STATE/COUNTY-  PA/BEDFORD
 JW0152  USGS QUAD   -  MENCH (1994)
 JW0152
 JW0152                         *CURRENT SURVEY CONTROL
 JW0152  ___________________________________________________________________
 JW0152* NAD 83(1986)-  39 59 37.     (N)    078 16 10.     (W)     SCALED    
 JW0152* NAVD 88     -       304.409  (meters)     998.72   (feet)  ADJUSTED  
 JW0152  ___________________________________________________________________
 JW0152  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 JW0152  DYNAMIC HT  -         304.232 (meters)     998.13  (feet)  COMP
 JW0152  MODELED GRAV-     980,038.0   (mgal)                       NAVD 88
 JW0152
 JW0152  VERT ORDER  -  SECOND    CLASS 0
 JW0152
 JW0152.The horizontal coordinates were scaled from a topographic map and have
 JW0152.an estimated accuracy of +/- 6 seconds.
 JW0152
 JW0152.The orthometric height was determined by differential leveling
 JW0152.and adjusted by the National Geodetic Survey in June 1991..
 JW0152
 JW0152.The geoid height was determined by GEOID03.
 JW0152
 JW0152.The dynamic height is computed by dividing the NAVD 88
 JW0152.geopotential number by the normal gravity value computed on the
 JW0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0152.degrees latitude (g = 980.6199 gals.).
 JW0152
 JW0152.The modeled gravity was interpolated from observed gravity values.
 JW0152
 JW0152;                    North         East    Units  Estimated Accuracy
 JW0152;SPC PA S     -    73,440.      555,640.      MT  (+/- 180 meters Scaled)
 JW0152
 JW0152                          SUPERSEDED SURVEY CONTROL
 JW0152
 JW0152  NGVD 29 (??/??/92)  304.577  (m)          999.27   (f) ADJ UNCH    2 0
 JW0152
 JW0152.Superseded values are not recommended for survey control.
 JW0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0152.See file dsdata.txt to determine how the superseded data were derived.
 JW0152
 JW0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE331306(NAD 83)
 JW0152_MARKER: DD = SURVEY DISK
 JW0152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0152_SP_SET: BRIDGE
 JW0152_STAMPING: J 95 1935
 JW0152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0152
 JW0152  HISTORY     - Date     Condition        Report By
 JW0152  HISTORY     - 1935     MONUMENTED       PADH
 JW0152  HISTORY     - 1966     MARK NOT FOUND   NGS
 JW0152
 JW0152                          STATION DESCRIPTION
 JW0152
 JW0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 JW0152'6.5 MI E FROM EVERETT.
 JW0152'6.5 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE UNION HOTEL AT
 JW0152'EVERETT, BEDFORD COUNTY, AT A BRIDGE OVER THE JUNIATA RIVER, IN THE
 JW0152'TOP OF THE SOUTHWEST CORNER OF THE CONCRETE COPING, AND 27 FEET
 JW0152'SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A PENNSYLVANIA DEPARTMENT
 JW0152'OF HIGHWAYS STANDARD DISK, STAMPED J 95 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2205 ***********************************************************************
 KW2205  DESIGNATION -  J 96
 KW2205  PID         -  KW2205
 KW2205  STATE/COUNTY-  PA/HUNTINGDON
 KW2205  USGS QUAD   -  AUGHWICK (1971)
 KW2205
 KW2205                         *CURRENT SURVEY CONTROL
 KW2205  ___________________________________________________________________
 KW2205* NAD 83(1986)-  40 22 18.     (N)    077 52 07.     (W)     SCALED    
 KW2205* NAVD 88     -       177.241  (meters)     581.50   (feet)  ADJUSTED  
 KW2205  ___________________________________________________________________
 KW2205  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KW2205  DYNAMIC HT  -         177.150 (meters)     581.20  (feet)  COMP
 KW2205  MODELED GRAV-     980,106.8   (mgal)                       NAVD 88
 KW2205
 KW2205  VERT ORDER  -  FIRST     CLASS II
 KW2205
 KW2205.The horizontal coordinates were scaled from a topographic map and have
 KW2205.an estimated accuracy of +/- 6 seconds.
 KW2205
 KW2205.The orthometric height was determined by differential leveling
 KW2205.and adjusted by the National Geodetic Survey in June 1991..
 KW2205
 KW2205.The geoid height was determined by GEOID03.
 KW2205
 KW2205.The dynamic height is computed by dividing the NAVD 88
 KW2205.geopotential number by the normal gravity value computed on the
 KW2205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2205.degrees latitude (g = 980.6199 gals.).
 KW2205
 KW2205.The modeled gravity was interpolated from observed gravity values.
 KW2205
 KW2205;                    North         East    Units  Estimated Accuracy
 KW2205;SPC PA S     -   115,300.      589,930.      MT  (+/- 180 meters Scaled)
 KW2205
 KW2205                          SUPERSEDED SURVEY CONTROL
 KW2205
 KW2205  NGVD 29 (??/??/??)  177.448  (m)          582.18   (f) ADJUSTED    1 2
 KW2205
 KW2205.Superseded values are not recommended for survey control.
 KW2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2205.See file dsdata.txt to determine how the superseded data were derived.
 KW2205
 KW2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK564729(NAD 83)
 KW2205_MARKER: DB = BENCH MARK DISK
 KW2205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2205_STAMPING: J 96 1935
 KW2205_PROJECTION: FLUSH
 KW2205_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW2205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2205+STABILITY: SURFACE MOTION
 KW2205
 KW2205  HISTORY     - Date     Condition        Report By
 KW2205  HISTORY     - 1935     MONUMENTED       CGS
 KW2205  HISTORY     - 1941     GOOD             CGS
 KW2205  HISTORY     - 1966     GOOD             CGS
 KW2205  HISTORY     - 1973     GOOD             LOCENG
 KW2205  HISTORY     - 19971106 GOOD             GWINEN
 KW2205
 KW2205                          STATION DESCRIPTION
 KW2205
 KW2205'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW2205'1.3 MI S FROM MOUNT UNION.
 KW2205'1.3 MILES SOUTH ALONG THE EAST BROAD TOP RAILROAD AND COAL CO.
 KW2205'RAILROAD FROM THE PASSENGER STATION AT MOUNT UNION, HUNTINGDON
 KW2205'COUNTY, 141 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 103,
 KW2205'55.5 FEET EAST OF A U.S. HIGHWAY 522 MARKER, AND 21 FEET EAST OF
 KW2205'THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED J 96 1935
 KW2205'AND SET IN THE TOP OF A CONCRETE POST.
 KW2205'MARK IS IN LAWN, NW OF HOUSE TRAILER 20.
 KW2205
 KW2205                          STATION RECOVERY (1966)
 KW2205
 KW2205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KW2205'RECOVERED IN GOOD CONDITION.
 KW2205
 KW2205                          STATION RECOVERY (1973)
 KW2205
 KW2205'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 KW2205'RECOVERED IN GOOD CONDITION.
 KW2205
 KW2205                          STATION RECOVERY (1997)
 KW2205
 KW2205'RECOVERY NOTE BY GWIN ENGINEERS INC. 1997 (DGE)
 KW2205'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0288 ***********************************************************************
 KX0288  DESIGNATION -  J 97
 KX0288  PID         -  KX0288
 KX0288  STATE/COUNTY-  PA/HUNTINGDON
 KX0288  USGS QUAD   -  WILLIAMSBURG (1984)
 KX0288
 KX0288                         *CURRENT SURVEY CONTROL
 KX0288  ___________________________________________________________________
 KX0288* NAD 83(1986)-  40 23 30.     (N)    078 08 24.     (W)     SCALED    
 KX0288* NAVD 88     -       241.687  (meters)     792.93   (feet)  ADJUSTED  
 KX0288  ___________________________________________________________________
 KX0288  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 KX0288  DYNAMIC HT  -         241.558 (meters)     792.51  (feet)  COMP
 KX0288  MODELED GRAV-     980,085.7   (mgal)                       NAVD 88
 KX0288
 KX0288  VERT ORDER  -  SECOND    CLASS 0
 KX0288
 KX0288.The horizontal coordinates were scaled from a topographic map and have
 KX0288.an estimated accuracy of +/- 6 seconds.
 KX0288
 KX0288.The orthometric height was determined by differential leveling
 KX0288.and adjusted by the National Geodetic Survey in June 1991..
 KX0288
 KX0288.The geoid height was determined by GEOID03.
 KX0288
 KX0288.The dynamic height is computed by dividing the NAVD 88
 KX0288.geopotential number by the normal gravity value computed on the
 KX0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0288.degrees latitude (g = 980.6199 gals.).
 KX0288
 KX0288.The modeled gravity was interpolated from observed gravity values.
 KX0288
 KX0288;                    North         East    Units  Estimated Accuracy
 KX0288;SPC PA S     -   117,590.      566,890.      MT  (+/- 180 meters Scaled)
 KX0288
 KX0288                          SUPERSEDED SURVEY CONTROL
 KX0288
 KX0288  NGVD 29 (??/??/92)  241.879  (m)          793.56   (f) ADJ UNCH    2 0
 KX0288
 KX0288.Superseded values are not recommended for survey control.
 KX0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0288.See file dsdata.txt to determine how the superseded data were derived.
 KX0288
 KX0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE427751(NAD 83)
 KX0288_MARKER: DB = BENCH MARK DISK
 KX0288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0288_SP_SET: BRIDGE
 KX0288_STAMPING: J 97 1935
 KX0288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0288
 KX0288  HISTORY     - Date     Condition        Report By
 KX0288  HISTORY     - 1935     MONUMENTED       CGS
 KX0288
 KX0288                          STATION DESCRIPTION
 KX0288
 KX0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX0288'5.1 MI S FROM MC CONNELLSTOWN.
 KX0288'5.1 MILES SOUTH ALONG THE HUNTINGDON AND BROAD TOP MOUNTAIN
 KX0288'RAILROAD AND COAL CO. RAILROAD FROM THE STATION AT MC CONNELLSTOWN,
 KX0288'HUNTINGDON COUNTY, ABOUT 190 YARDS SOUTH OF THE BRUNSBAUGH
 KX0288'STATION, AT A BRIDGE, IN THE TOP OF THE CENTER OF THE NORTH
 KX0288'CONCRETE ABUTMENT, 20 FEET WEST OF THE CENTER LINE OF THE TRACK,
 KX0288'AND ABOUT 3-1/2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 KX0288'STAMPED J 97 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0605 ***********************************************************************
 KX0605  DESIGNATION -  J 98
 KX0605  PID         -  KX0605
 KX0605  STATE/COUNTY-  PA/BEDFORD
 KX0605  USGS QUAD   -  ALUM BANK (1987)
 KX0605
 KX0605                         *CURRENT SURVEY CONTROL
 KX0605  ___________________________________________________________________
 KX0605* NAD 83(1986)-  40 14 29.     (N)    078 30 25.     (W)     SCALED    
 KX0605* NAVD 88     -       381.080  (meters)    1250.26   (feet)  ADJUSTED  
 KX0605  ___________________________________________________________________
 KX0605  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 KX0605  DYNAMIC HT  -         380.866 (meters)    1249.56  (feet)  COMP
 KX0605  MODELED GRAV-     980,051.9   (mgal)                       NAVD 88
 KX0605
 KX0605  VERT ORDER  -  SECOND    CLASS 0
 KX0605
 KX0605.The horizontal coordinates were scaled from a topographic map and have
 KX0605.an estimated accuracy of +/- 6 seconds.
 KX0605
 KX0605.The orthometric height was determined by differential leveling
 KX0605.and adjusted by the National Geodetic Survey in June 1991..
 KX0605
 KX0605.The geoid height was determined by GEOID03.
 KX0605
 KX0605.The dynamic height is computed by dividing the NAVD 88
 KX0605.geopotential number by the normal gravity value computed on the
 KX0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0605.degrees latitude (g = 980.6199 gals.).
 KX0605
 KX0605.The modeled gravity was interpolated from observed gravity values.
 KX0605
 KX0605;                    North         East    Units  Estimated Accuracy
 KX0605;SPC PA S     -   101,100.      535,590.      MT  (+/- 180 meters Scaled)
 KX0605
 KX0605                          SUPERSEDED SURVEY CONTROL
 KX0605
 KX0605  NGVD 29 (??/??/92)  381.220  (m)         1250.72   (f) ADJ UNCH    2 0
 KX0605
 KX0605.Superseded values are not recommended for survey control.
 KX0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0605.See file dsdata.txt to determine how the superseded data were derived.
 KX0605
 KX0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE120575(NAD 83)
 KX0605_MARKER: DB = BENCH MARK DISK
 KX0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0605_STAMPING: J 98 1935
 KX0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0605+STABILITY: SURFACE MOTION
 KX0605
 KX0605  HISTORY     - Date     Condition        Report By
 KX0605  HISTORY     - 1935     MONUMENTED       CGS
 KX0605
 KX0605                          STATION DESCRIPTION
 KX0605
 KX0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX0605'1.6 MI S FROM QUEEN.
 KX0605'ABOUT 1.6 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0605'STATION AT QUEEN, BEDFORD COUNTY, ABOUT 72 FEET SOUTH OF
 KX0605'MILEPOST 25, AT THE CROSSING OF A PRIVATE EAST-AND-WEST FARM ROAD,
 KX0605'39 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 36 FEET EAST OF
 KX0605'THE CENTER LINE OF THE TRACK, AND 1 FOOT WEST OF THE RIGHT-OF-WAY
 KX0605'FENCE.  A STANDARD DISK, STAMPED J 98 1935 AND SET IN THE TOP
 KX0605'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0080 ***********************************************************************
 JW0080  DESIGNATION -  J 99
 JW0080  PID         -  JW0080
 JW0080  STATE/COUNTY-  PA/FULTON
 JW0080  USGS QUAD   -  MEADOW GROUNDS (1994)
 JW0080
 JW0080                         *CURRENT SURVEY CONTROL
 JW0080  ___________________________________________________________________
 JW0080* NAD 83(1986)-  39 54 30.     (N)    078 00 38.     (W)     SCALED    
 JW0080* NAVD 88     -       271.819  (meters)     891.79   (feet)  ADJUSTED  
 JW0080  ___________________________________________________________________
 JW0080  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JW0080  DYNAMIC HT  -         271.661 (meters)     891.27  (feet)  COMP
 JW0080  MODELED GRAV-     980,038.3   (mgal)                       NAVD 88
 JW0080
 JW0080  VERT ORDER  -  SECOND    CLASS 0
 JW0080
 JW0080.The horizontal coordinates were scaled from a topographic map and have
 JW0080.an estimated accuracy of +/- 6 seconds.
 JW0080
 JW0080.The orthometric height was determined by differential leveling
 JW0080.and adjusted by the National Geodetic Survey in June 1991..
 JW0080
 JW0080.The geoid height was determined by GEOID03.
 JW0080
 JW0080.The dynamic height is computed by dividing the NAVD 88
 JW0080.geopotential number by the normal gravity value computed on the
 JW0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0080.degrees latitude (g = 980.6199 gals.).
 JW0080
 JW0080.The modeled gravity was interpolated from observed gravity values.
 JW0080
 JW0080;                    North         East    Units  Estimated Accuracy
 JW0080;SPC PA S     -    63,880.      577,720.      MT  (+/- 180 meters Scaled)
 JW0080
 JW0080                          SUPERSEDED SURVEY CONTROL
 JW0080
 JW0080  NGVD 29 (??/??/92)  272.005  (m)          892.40   (f) ADJ UNCH    2 0
 JW0080
 JW0080.Superseded values are not recommended for survey control.
 JW0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0080.See file dsdata.txt to determine how the superseded data were derived.
 JW0080
 JW0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE555218(NAD 83)
 JW0080_MARKER: DB = BENCH MARK DISK
 JW0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0080_STAMPING: J 99 1935
 JW0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0080+STABILITY: SURFACE MOTION
 JW0080
 JW0080  HISTORY     - Date     Condition        Report By
 JW0080  HISTORY     - 1935     MONUMENTED       CGS
 JW0080  HISTORY     - 20040520 MARK NOT FOUND   USPSQD
 JW0080
 JW0080                          STATION DESCRIPTION
 JW0080
 JW0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0080'1.8 MI S FROM MC CONNELLSBURG.
 JW0080'1.8 MILES SOUTH ALONG U.S. HIGHWAY 522 FROM THE FULTON COUNTY
 JW0080'NATIONAL BANK AT MC CONNELLSBURG, FULTON COUNTY, 153 FEET SOUTH
 JW0080'OF LIGHT-WIRE POLE 11+65, AND 15 FEET WEST OF THE CENTER LINE
 JW0080'OF THE HIGHWAY.  A STANDARD DISK, STAMPED J 99 1935 AND SET IN
 JW0080'THE TOP OF A CONCRETE POST.
 JW0080
 JW0080                          STATION RECOVERY (2004)
 JW0080
 JW0080'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 JW0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2197 ***********************************************************************
 KV2197  DESIGNATION -  J RESET
 KV2197  PID         -  KV2197
 KV2197  STATE/COUNTY-  PA/BERKS
 KV2197  USGS QUAD   -  READING (1983)
 KV2197
 KV2197                         *CURRENT SURVEY CONTROL
 KV2197  ___________________________________________________________________
 KV2197* NAD 83(1986)-  40 20 36.     (N)    075 55 33.     (W)     SCALED    
 KV2197* NAVD 88     -        80.224  (meters)     263.20   (feet)  ADJUSTED  
 KV2197  ___________________________________________________________________
 KV2197  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 KV2197  DYNAMIC HT  -          80.183 (meters)     263.07  (feet)  COMP
 KV2197  MODELED GRAV-     980,113.5   (mgal)                       NAVD 88
 KV2197
 KV2197  VERT ORDER  -  FIRST     CLASS I
 KV2197
 KV2197.The horizontal coordinates were scaled from a topographic map and have
 KV2197.an estimated accuracy of +/- 6 seconds.
 KV2197
 KV2197.The orthometric height was determined by differential leveling
 KV2197.and adjusted by the National Geodetic Survey in June 1991..
 KV2197.WARNING-Repeat measurements at this control monument indicate possible
 KV2197.vertical movement.
 KV2197
 KV2197.The geoid height was determined by GEOID03.
 KV2197
 KV2197.The dynamic height is computed by dividing the NAVD 88
 KV2197.geopotential number by the normal gravity value computed on the
 KV2197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2197.degrees latitude (g = 980.6199 gals.).
 KV2197
 KV2197.The modeled gravity was interpolated from observed gravity values.
 KV2197
 KV2197;                    North         East    Units  Estimated Accuracy
 KV2197;SPC PA S     -   113,750.      754,970.      MT  (+/- 180 meters Scaled)
 KV2197
 KV2197                          SUPERSEDED SURVEY CONTROL
 KV2197
 KV2197  NGVD 29 (??/??/??)   80.465  (m)          263.99   (f) ADJUSTED    1 1
 KV2197
 KV2197.Superseded values are not recommended for survey control.
 KV2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2197.See file dsdata.txt to determine how the superseded data were derived.
 KV2197
 KV2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK213662(NAD 83)
 KV2197_MARKER: Z = SEE DESCRIPTION
 KV2197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2197_SP_SET: RETAINING WALL
 KV2197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2197+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2004
 KV2197
 KV2197  HISTORY     - Date     Condition        Report By
 KV2197  HISTORY     - UNK      MONUMENTED       RBNF
 KV2197  HISTORY     - 1966     GOOD             CGS
 KV2197  HISTORY     - 1979     GOOD             NGS
 KV2197  HISTORY     - 20010331 GOOD             NGS
 KV2197  HISTORY     - 20011220 GOOD             USPSQD
 KV2197  HISTORY     - 20041217 GOOD             USPSQD
 KV2197
 KV2197                          STATION DESCRIPTION
 KV2197
 KV2197'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2197'0.1 MI W FROM READING.
 KV2197'ABOUT 0.1 MILE WEST ALONG THE READING COMPANY RAILROAD FROM THE
 KV2197'NORTH STATION AT READING, OR ABOUT 0.7 MILE NORTH ALONG THE
 KV2197'READING COMPANY RAILROAD FROM THE FRANKLIN STREET STATION AT
 KV2197'READING, 15 1/2 FEET EAST OF THE SOUTHEAST CORNER OF THE 6TH
 KV2197'STREET UNDERPASS, NEAR THE WEST POINT OF A TRIANGLE FORMED BY THE
 KV2197'TRACKS, A 1-INCH IRON PIPE LEADED IN THE TOP OF A STONE RETAINING
 KV2197'WALL, WITHIN A CIRCLE AND THE LETTERS BM, 45 FEET SOUTH OF THE
 KV2197'SOUTH RAIL OF THE SOUTH SET OF MAIN LINE TRACKS ON THE NORTHWEST
 KV2197'SIDE OF THE TRIANGLE, 1.0 FOOT SOUTH OF A CHAIN-LINK FENCE,
 KV2197'AND ABOUT LEVEL WITH THE TRACK.
 KV2197
 KV2197                          STATION RECOVERY (1979)
 KV2197
 KV2197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV2197'RECOVERED IN GOOD CONDITION.
 KV2197
 KV2197                          STATION RECOVERY (2001)
 KV2197
 KV2197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV2197'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV2197
 KV2197                          STATION RECOVERY (2001)
 KV2197
 KV2197'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV2197'MARK ABOUT 1 FT BEYOND A CHAIN LINK FENCE AND ABOUT 15 INCHES LOWER
 KV2197'THAT CONCRETE WALL SUPPORTING THE FENCE.
 KV2197
 KV2197                          STATION RECOVERY (2004)
 KV2197
 KV2197'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEQ)
 KV2197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1882 ***********************************************************************
 MB1882  DESIGNATION -  JACK
 MB1882  PID         -  MB1882
 MB1882  STATE/COUNTY-  PA/MERCER
 MB1882  USGS QUAD   -  SANDY LAKE (1970)
 MB1882
 MB1882                         *CURRENT SURVEY CONTROL
 MB1882  ___________________________________________________________________
 MB1882* NAD 83(1992)-  41 15 13.91293(N)    080 00 03.76173(W)     ADJUSTED  
 MB1882* NAVD 88     -       462.     (meters)    1516.     (feet)  SCALED    
 MB1882  ___________________________________________________________________
 MB1882  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 MB1882  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 MB1882
 MB1882  HORZ ORDER  -  SECOND
 MB1882
 MB1882.The horizontal coordinates were established by classical geodetic methods
 MB1882.and adjusted by the National Geodetic Survey in June 2002..
 MB1882
 MB1882.The orthometric height was scaled from a topographic map.
 MB1882
 MB1882.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1882
 MB1882.The geoid height was determined by GEOID03.
 MB1882
 MB1882;                    North         East     Units Scale Factor Converg.
 MB1882;SPC PA N     -   123,188.726   411,365.077   MT  0.99996089   -1 29 21.0
 MB1882;SPC PA N     -   404,161.68  1,349,620.26   sFT  0.99996089   -1 29 21.0
 MB1882;UTM  17      - 4,567,420.183   583,691.035   MT  0.99968620   +0 39 31.5
 MB1882
 MB1882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1882!SPC PA N     -   0.99993281  x   0.99996089  =   0.99989370
 MB1882!UTM  17      -   0.99993281  x   0.99968620  =   0.99961903
 MB1882
 MB1882:                Primary Azimuth Mark                     Grid Az
 MB1882:SPC PA N     -  JACK AZ MK                               155 18 42.6
 MB1882:UTM  17      -  JACK AZ MK                               153 09 50.1
 MB1882
 MB1882|---------------------------------------------------------------------|
 MB1882| PID    Reference Object                     Distance      Geod. Az  |
 MB1882|                                                           dddmmss.s |
 MB1882| CX3903 JACK AZ MK                                         1534921.6 |
 MB1882| CX3904 JACK RM 1                            83.500 METERS 26854     |
 MB1882| CX3905 JACK RM 2                            73.030 METERS 35659     |
 MB1882|---------------------------------------------------------------------|
 MB1882
 MB1882                          SUPERSEDED SURVEY CONTROL
 MB1882
 MB1882  NAD 83(1995)-  41 15 13.91540(N)    080 00 03.76351(W) AD(       ) 2
 MB1882  NAD 83(1986)-  41 15 13.91702(N)    080 00 03.76513(W) AD(       ) 2
 MB1882  NAD 27      -  41 15 13.70600(N)    080 00 04.55700(W) AD(       ) 2
 MB1882
 MB1882.Superseded values are not recommended for survey control.
 MB1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1882.See file dsdata.txt to determine how the superseded data were derived.
 MB1882
 MB1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF8369167420(NAD 83)
 MB1882_MARKER: Z = SEE DESCRIPTION
 MB1882_SETTING: 0 = UNSPECIFIED SETTING
 MB1882
 MB1882  HISTORY     - Date     Condition        Report By
 MB1882  HISTORY     - 1937     MONUMENTED       PAGS
 MB1882  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MB1882
 MB1882                          STATION DESCRIPTION
 MB1882
 MB1882'DESCRIBED BY PENNSYLVANIA GEODETIC SURVEY 1937
 MB1882'LOCATED ON THE MERCER-VENANGO COUNTY LINE, 0.4 MILE S OF COUNTY ROUTE
 MB1882'NO. 43030.  STATION IS ON PROPERTY OF WILL JACK, IN SE CORNER OF
 MB1882'HIS PASTURE, N OF HIS HOUSE.  STATION IS 13 FEET N OF W FENCE, 12
 MB1882'FEET W OF COUNTY LINE FENCE.
 MB1882'
 MB1882'SURFACE MARK IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK SET IN
 MB1882'CONCRETE POST PROJECTING 10 INCHES ABOVE SURFACE.  UNDERGROUND MARK
 MB1882'IS A SQUARE BLOCK OF CONCRETE BELOW THE GROUND CONTAINING A PA.
 MB1882'COORDINATE SYSTEM STANDARD BRONZE DISK.
 MB1882'
 MB1882'REFERENCE MARK NO. 1 IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK
 MB1882'SET IN A 3.0-BY 3.5-FOOT FIELD STONE PROJECTING 1.5 FEET AND IS W
 MB1882'OF STATION ALONG FENCE.  REFERENCE MARK NO. 2 IS A PA. COORDINATE
 MB1882'SYSTEM STANDARD BRONZE DISK SET IN A 2.5- BY 3.0-FOOT FIELD STONE
 MB1882'PROJECTING 1.5 FEET AND IS N OF STATION ABOUT 7 PACES S OF FENCE.
 MB1882'
 MB1882'AZIMUTH MARK IS A PA. COORDINATE SYSTEM STANDARD BRONZE DISK SET IN
 MB1882'1.0-BY 1.0-FOOT DRESSED SANDSTONE POST PROJECTING 0.4 FOOT AND IS
 MB1882'1.0 FOOT E OF FENCE 25 FEET W OF CENTER OF ROAD.  TO REACH FROM MAIN
 MB1882'ROAD CONTINUE PAST THE HOUSE FOR 0.5 MILE, TURN RIGHT AND GO 0.5
 MB1882'MILE TO TOP OF HILL, ON RIGHT OF ROAD.
 MB1882'
 MB1882'TO REACH STATION FROM GROVE CITY GO N ON STATE ROUTE 78 7.0 MILES,
 MB1882'THENCE E ON ROUTE 43030 4.0 MILES TO COUNTY LINE.
 MB1882'
 MB1882'HEIGHT OF LIGHT ABOVE STATION MARK - 30.4 METERS.
 MB1882
 MB1882                          STATION RECOVERY (1960)
 MB1882
 MB1882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 MB1882'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 MB1882'THE PROPERTY IS STILL OWNED BY MR. WILL JACK.  A NEW DESCRIPTION
 MB1882'FOLLOWS- THE STATION IS LOCATED ABOUT 7.5 MILES NORTHEAST (AIR LINE)
 MB1882'FROM GROVE CITY, ABOUT 4 MILES EAST OF STATE HIGHWAY 78, 3.2 MILES
 MB1882'EAST OF MILLBROOK, AND ON A KNOLL IN A PASTURE ON THE WEST SIDE OF
 MB1882'THE MERCER-VENANGO COUNTY LINE.  IT IS ABOUT 1000 FEET NORTH OF
 MB1882'ROUTE 43033, ABOUT 700 FEET NORTH OF MR. JACKS HOUSE, 180 FEET NORTH
 MB1882'OF AN EAST-WEST RAIL FENCE, AND 12 FEET WEST OF THE COUNTY LINE
 MB1882'FENCE.  THE MARK IS A PENNA. COORDINATE SYSTEM DISK SET IN THE TOP OF
 MB1882'A SQUARE BLOCK OF CONCRETE PROJECTING 1 FOOT, STAMPED JACK 1937.
 MB1882'(NOTES 1A, 7A).
 MB1882'
 MB1882'REFERENCE MARK NO. 1 IS 273.95 FEET WEST OF THE STATION (1937
 MB1882'MEASUREMENT), AND IS IN THE OPEN PASTURE.  THE MARK IS A PENNA.
 MB1882'COORDINATE SYSTEM DISK SET IN THE TOP OF A 3.0 BY 3.5 FOOT BOULDER
 MB1882'PROJECTING 1.5 FEET, STAMPED JACK NO 1 1937.  (NOTE 12C).
 MB1882'
 MB1882'REFERENCE MARK NO. 2 IS 239.60 FEET NORTH OF THE STATION (1937
 MB1882'MEASUREMENT), AND IS 15 FEET WEST OF THE COUNTY LINE FENCE.  THE
 MB1882'MARK IS A PENNA. COORDINATE SYSTEM DISK SET IN THE TOP OF A 2.5 BY
 MB1882'3.0 FOOT BOULDER PROJECTING 1.5 FEET, STAMPED JACK NO 2 1937.
 MB1882'(NOTE 12C).
 MB1882'
 MB1882'THE AZIMUTH MARK IS ABOUT 1.0 MILE SOUTHEAST OF THE STATION, ON THE
 MB1882'WEST SIDE OF A NORTH-SOUTH GRAVEL ROAD, AT THE SUMMIT OF A
 MB1882'HILL, AND ON PROPERTY OF F.C. STERRETT.  IT IS 15 FEET WEST OF THE
 MB1882'CENTER LINE OF THE ROAD, 7.6 FEET WEST OF TELEPHONE POLE NO.
 MB1882'L-1483-20, AND 3.4 FEET NORTH OF A C. AND G.S. WITNESS SIGN.  THE
 MB1882'MARK IS A PENNA. COORDINATE SYSTEM DISK SET IN THE TOP OF A 12 BY 12
 MB1882'INCH SANDSTONE POST 3 INCHES BELOW THE SURFACE OF THE GROUND, STAMPED
 MB1882'JACK 1937.
 MB1882'
 MB1882'TO REACH THE AZIMUTH MARK FROM THE DRIVE TO MR. JACKS HOUSE, GO EAST
 MB1882'ON ROUTE 43033 FOR 0.5 MILE, TURN RIGHT ON GRAVEL ROAD AND GO SOUTH
 MB1882'FOR 0.65 MILE TO TOP OF HILL AND MARK ON RIGHT.
 MB1882'
 MB1882'TO REACH THE STATION FROM GROVE CITY, FROM THE JUNCTION OF STATE
 MB1882'HIGHWAYS 78 AND 208, GO NORTH ON HIGHWAY 78 FOR 5.85 MILES, TURN
 MB1882'RIGHT ON ROUTE 43033 AND GO EAST PASSING THROUGH THE VILLAGE OF
 MB1882'MILLBROOK FOR A DISTANCE OF 1.5 MILES TO THE CROSSING OF ROUTE 43078,
 MB1882'CONTINUE EAST ON ROUTE 43033 FOR 2.35 MILES TO MR. JACKS DRIVE ON
 MB1882'LEFT AND STATION TO THE NORTH AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2926 ***********************************************************************
 KW2926  DESIGNATION -  JACKS
 KW2926  PID         -  KW2926
 KW2926  STATE/COUNTY-  PA/MIFFLIN
 KW2926  USGS QUAD   -  BELLEVILLE (1973)
 KW2926
 KW2926                         *CURRENT SURVEY CONTROL
 KW2926  ___________________________________________________________________
 KW2926* NAD 83(1992)-  40 34 59.38300(N)    077 41 54.90805(W)     ADJUSTED  
 KW2926* NAVD 88     -       585.     (meters)    1919.     (feet)  SCALED    
 KW2926  ___________________________________________________________________
 KW2926  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 KW2926  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 KW2926
 KW2926  HORZ ORDER  -  FIRST
 KW2926
 KW2926.The horizontal coordinates were established by classical geodetic methods
 KW2926.and adjusted by the National Geodetic Survey in June 2002..
 KW2926
 KW2926.The orthometric height was scaled from a topographic map.
 KW2926
 KW2926.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2926
 KW2926.The geoid height was determined by GEOID03.
 KW2926
 KW2926;                    North         East     Units Scale Factor Converg.
 KW2926;SPC PA S     -   138,776.728   604,352.735   MT  0.99996216   +0 02 00.1
 KW2926;SPC PA S     -   455,303.32  1,982,780.60   sFT  0.99996216   +0 02 00.1
 KW2926;UTM  18      - 4,495,986.181   271,607.909   MT  1.00024212   -1 45 22.8
 KW2926
 KW2926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2926!SPC PA S     -   0.99991355  x   0.99996216  =   0.99987571
 KW2926!UTM  18      -   0.99991355  x   1.00024212  =   1.00015565
 KW2926
 KW2926:                Primary Azimuth Mark                     Grid Az
 KW2926:SPC PA S     -  JACKS AZ MK                              148 26 37.9
 KW2926:UTM  18      -  JACKS AZ MK                              150 14 00.8
 KW2926
 KW2926|---------------------------------------------------------------------|
 KW2926| PID    Reference Object                     Distance      Geod. Az  |
 KW2926|                                                           dddmmss.s |
 KW2926| CK7554 JACKS AZ MK                                        1482838.0 |
 KW2926| CK7555 JACKS RM 1                           10.560 METERS 21342     |
 KW2926| CK7556 JACKS RM 2                           15.650 METERS 34942     |
 KW2926|---------------------------------------------------------------------|
 KW2926
 KW2926                          SUPERSEDED SURVEY CONTROL
 KW2926
 KW2926  NAD 83(1986)-  40 34 59.38238(N)    077 41 54.91199(W) AD(       ) 1
 KW2926  NAD 27      -  40 34 59.12600(N)    077 41 55.93600(W) AD(       ) 1
 KW2926
 KW2926.Superseded values are not recommended for survey control.
 KW2926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2926.See file dsdata.txt to determine how the superseded data were derived.
 KW2926
 KW2926_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK7160895986(NAD 83)
 KW2926_MARKER: DS = TRIANGULATION STATION DISK
 KW2926_SETTING: 66 = SET IN ROCK OUTCROP
 KW2926
 KW2926  HISTORY     - Date     Condition        Report By
 KW2926  HISTORY     - 1935     MONUMENTED       CGS
 KW2926
 KW2926                          STATION DESCRIPTION
 KW2926
 KW2926'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KW2926'THIS FIRST-ORDER STATION IS LOCATED ON A HIGH POINT ON JACKS
 KW2926'MOUNTAIN, ABOUT 6-1/2 MILES SW OF LEWISTOWN, PENNSYLVANIA, 2 MILES
 KW2926'SE OF BELLEVILLE, PENNSYLVANIA, ABOUT 0.7 MILE N OF THE PASS WHERE
 KW2926'THE TRAIL CROSSES THE MOUNTAIN, OR 25 MINUTES WALKING TIME WITH A
 KW2926'60-LB LOAD.
 KW2926'
 KW2926'SURFACE MARK IS A STANDARD BRONZE DISK SET IN A LARGE ROCK OUTCROP,
 KW2926'48 INCHES SW OF A 6-INCH OAK MARKED WITH A 3-INCH TRIANGULAR
 KW2926'BLAZE.
 KW2926'
 KW2926'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A LARGE BOULDER
 KW2926'THAT SLANTS E, AND IS 18 INCHES W OF THE E SLOPE OF THE MOUNTAIN.
 KW2926'IT IS 10.560 METERS SE OF THE STATION.
 KW2926'
 KW2926'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN SMALL ROCK
 KW2926'OUTCROP.  IT IS 15.650 METERS WNW OF THE STATION.
 KW2926'
 KW2926'AZIMUTH MARK IS LOCATED 3 MILES E OF THE STATION, 32 FEET E OF U.S.
 KW2926'HIGHWAY 22, 20 FEET S AND ACROSS THE ROAD FROM A RED REFLECTOR
 KW2926'DANGER SIGN, 100 YARDS N OF THE CROSS ROAD AT STRODES MILL.  THE MARK
 KW2926'IS SET IN A 1- BY 1-FOOT CONCRETE PILLAR.
 KW2926'
 KW2926'TO REACH STATION FROM LEWISTOWN, GO S ON HIGHWAY 22 TO STRODES MILL.
 KW2926'TURN RIGHT AND GO 3.7 MILES TO A Y, TURN SHARP LEFT ON DIRT ROAD AND
 KW2926'GO 1.4 MILES TO MR. HERMAN SMITHS HOUSE, CONTINUE ON BY MR. SMITHS
 KW2926'HOUSE AND GO 1.3 MILES UP THE MOUNTAIN TO THE TOP AND A HIGH
 KW2926'POWER LINE.  LEAVE THE TRUCK HERE AND GO N ALONG THE TOP OF THE
 KW2926'MOUNTAIN FOR ABOUT 0.7 MILE TO THE STATION (A WAGON CAN BE DRIVEN
 KW2926'TO WITHIN ABOUT 400 PACES).
 KW2926'
 KW2926'A 37-FOOT TOWER CLEARED ALL LINES.
 KW2926'
 KW2926'NO CUTINS V.G.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2893 ***********************************************************************
 KW2893  DESIGNATION -  JACKS MOUNTAIN LOOKOUT TOWER
 KW2893  PID         -  KW2893
 KW2893  STATE/COUNTY-  PA/HUNTINGDON
 KW2893  USGS QUAD   -  BUTLER KNOB (1971)
 KW2893
 KW2893                         *CURRENT SURVEY CONTROL
 KW2893  ___________________________________________________________________
 KW2893* NAD 83(1992)-  40 17 35.33529(N)    077 57 59.29245(W)     ADJUSTED  
 KW2893* NAVD 88     -                                                        
 KW2893  ___________________________________________________________________
 KW2893  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 KW2893  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 KW2893
 KW2893  HORZ ORDER  -  THIRD
 KW2893
 KW2893.The horizontal coordinates were established by classical geodetic methods
 KW2893.and adjusted by the National Geodetic Survey in June 2002..
 KW2893
 KW2893
 KW2893.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2893
 KW2893.The geoid height was determined by GEOID03.
 KW2893
 KW2893;                    North         East     Units Scale Factor Converg.
 KW2893;SPC PA S     -   106,595.327   581,594.766   MT  0.99996326   -0 08 25.6
 KW2893;SPC PA S     -   349,721.50  1,908,115.49   sFT  0.99996326   -0 08 25.6
 KW2893;UTM  18      - 4,464,518.049   247,850.506   MT  1.00038272   -1 55 09.9
 KW2893;UTM  17      - 4,464,711.267   757,850.432   MT  1.00041852   +1 57 46.3
 KW2893
 KW2893                          SUPERSEDED SURVEY CONTROL
 KW2893
 KW2893  NAD 83(1986)-  40 17 35.33672(N)    077 57 59.30435(W) AD(       ) 4
 KW2893  NAD 27      -  40 17 35.05900(N)    077 58 00.30400(W) AD(       ) 3
 KW2893
 KW2893.Superseded values are not recommended for survey control.
 KW2893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2893.See file dsdata.txt to determine how the superseded data were derived.
 KW2893
 KW2893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK4785164518(NAD 83)
 KW2893_MARKER: 57 = LOOKOUT TOWER
 KW2893
 KW2893  HISTORY     - Date     Condition        Report By
 KW2893  HISTORY     - 1941     FIRST OBSERVED   CGS
 KW2893
 KW2893                          STATION DESCRIPTION
 KW2893
 KW2893'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KW2893'STATION IS ABOUT 7.5 MILES SW OF MOUNT UNION, ON THE SUMMIT OF
 KW2893'BUTLERS KNOB WHICH IS THE HIGHEST POINT OF JACKS MOUNTAIN.
 KW2893'THE LAND IS OWNED BY THE STATE.  IT IS A FOUR-LEGGED STEEL STRUCTURE
 KW2893'ABOUT 75 FEET HIGH WITH A GLASS-ENCLOSED CAB ON TOP,
 KW2893'OWNED BY THE PENNSYLVANIA DEPT OF FORESTS AND WATERS.  THE APEX OF
 KW2893'THE ROOF WAS THE POINT OBSERVED UPON.  A TRAVERSE
 KW2893'CONNECTION WAS MADE FROM STATION BUTLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1854 ***********************************************************************
 LZ1854  DESIGNATION -  JACKSON
 LZ1854  PID         -  LZ1854
 LZ1854  STATE/COUNTY-  PA/BRADFORD
 LZ1854  USGS QUAD   -  WYALUSING (1969)
 LZ1854
 LZ1854                         *CURRENT SURVEY CONTROL
 LZ1854  ___________________________________________________________________
 LZ1854* NAD 83(1992)-  41 43 06.18058(N)    076 18 03.35730(W)     ADJUSTED  
 LZ1854* NAVD 88     -       392.2    (meters)    1287.     (feet)  VERTCON   
 LZ1854  ___________________________________________________________________
 LZ1854  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 LZ1854  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 LZ1854
 LZ1854  HORZ ORDER  -  SECOND
 LZ1854
 LZ1854.The horizontal coordinates were established by classical geodetic methods
 LZ1854.and adjusted by the National Geodetic Survey in June 2002..
 LZ1854
 LZ1854.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1854
 LZ1854.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1854
 LZ1854.The geoid height was determined by GEOID03.
 LZ1854
 LZ1854;                    North         East     Units Scale Factor Converg.
 LZ1854;SPC PA N     -   173,334.857   720,575.061   MT  0.99997061   +0 57 31.0
 LZ1854;SPC PA N     -   568,682.78  2,364,086.68   sFT  0.99997061   +0 57 31.0
 LZ1854;UTM  18      - 4,619,327.068   391,785.039   MT  0.99974410   -0 51 56.9
 LZ1854
 LZ1854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1854!SPC PA N     -   0.99994358  x   0.99997061  =   0.99991419
 LZ1854!UTM  18      -   0.99994358  x   0.99974410  =   0.99968769
 LZ1854
 LZ1854:                Primary Azimuth Mark                     Grid Az
 LZ1854:SPC PA N     -  G 356 RESET                              107 33 50.2
 LZ1854:UTM  18      -  G 356 RESET                              109 23 18.1
 LZ1854
 LZ1854|---------------------------------------------------------------------|
 LZ1854| PID    Reference Object                     Distance      Geod. Az  |
 LZ1854|                                                           dddmmss.s |
 LZ1854| LZ0087 G 356 RESET                                        1083121.2 |
 LZ1854| LZ0086 G 356                                              1090840.5 |
 LZ1854| CB4444 JACKSON RM 2                         10.707 METERS 11358     |
 LZ1854| CB4443 JACKSON RM 1                          7.952 METERS 35947     |
 LZ1854|---------------------------------------------------------------------|
 LZ1854
 LZ1854                          SUPERSEDED SURVEY CONTROL
 LZ1854
 LZ1854  NAD 83(1996)-  41 43 06.18016(N)    076 18 03.35701(W) AD(       ) 2
 LZ1854  NAD 83(1986)-  41 43 06.18098(N)    076 18 03.35643(W) AD(       ) 2
 LZ1854  NAD 27      -  41 43 05.90904(N)    076 18 04.58832(W) AD(       ) 2
 LZ1854  NGVD 29 (07/19/86)  392.4    (m)         1287.     (f) VERT ANG       
 LZ1854
 LZ1854.Superseded values are not recommended for survey control.
 LZ1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1854.See file dsdata.txt to determine how the superseded data were derived.
 LZ1854
 LZ1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM9178519327(NAD 83)
 LZ1854_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1854
 LZ1854  HISTORY     - Date     Condition        Report By
 LZ1854  HISTORY     - 1968     MONUMENTED       CGS
 LZ1854  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LZ1854
 LZ1854                          STATION DESCRIPTION
 LZ1854
 LZ1854'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (WMJ)
 LZ1854'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF WYALUSING, 2 MILES
 LZ1854'SOUTH-SOUTHEAST OF RUMMERFIELD AND 0.5 MILE WEST OF U.S.
 LZ1854'HIGHWAY 6.  IT IS IN THE CLEARED AREA BETWEEN TWO NORTH-SOUTH
 LZ1854'FENCELINES ON PROPERTY OWNED BY MR. WARDELL JACKSON.
 LZ1854'
 LZ1854'TO REACH THE STATION FROM THE POST OFFICE IN WYALUSING, GO WEST ON
 LZ1854'CHURCH STREET FOR 0.05 MILE TO THE JUNCTION OF U.S. HIGHWAY
 LZ1854'6, TURN RIGHT AND GO NORTHWEST ON U.S. HIGHWAY 6 FOR 1.9 MILES TO
 LZ1854'WYALUSING ROCKS OVERLOOK ON THE LEFT, CONTINUE NORTHWEST ON
 LZ1854'U.S. HIGHWAY 6 FOR 1.6 MILES TO BENCH MARK G 356 ON THE RIGHT,
 LZ1854'CONTINUE NORTHWEST ON U.S. HIGHWAY 6 FOR 0.85
 LZ1854'MILE TO A CROSSROAD, TURN LEFT AND GO SOUTHWEST ON THE GRAVELED ROAD
 LZ1854'FOR 0.4 MILE TO MR. DAVID A. WALKERS HOUSE ON THE RIGHT,
 LZ1854'CONTINUE SOUTHWEST ON THE GRAVELED ROAD FOR 0.3 MILE TO A
 LZ1854'FIELD ROAD ON THE RIGHT, TURN RIGHT AND GO NORTHWEST ACROSS CLEARED
 LZ1854'FIELD FOR 0.1 MILE TO POWERLINE POLE NO. 2290307 ON
 LZ1854'THE RIGHT, TURN RIGHT AND GO NORTH-NORTHWEST FOR 0.1 MILE TO THE
 LZ1854'STATION, BETWEEN THE FENCE ROWS.
 LZ1854'
 LZ1854'THE STATION MARK IS 52 FEET NORTH-NORTHEAST OF AN 18-INCH TRIANGULAR
 LZ1854'BLAZED OAK TREE, 35 FEET WEST-NORTHWEST OF THE EAST FENCE,
 LZ1854'7.1 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST AND 5 FEET
 LZ1854'EAST-SOUTEAST OF THE WEST FENCE.  THE MARK IS A STANDARD DISK
 LZ1854'SET IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH WITH THE GROUND
 LZ1854'AND IS STAMPED JACKSON 1968.
 LZ1854'
 LZ1854'REFERENCE MARK NO. 1 IS 21.3 FEET NORTH-NORTHEAST OF THE METAL
 LZ1854'WITNESS POST, 38 FEET WEST-NORTHWEST OF THE EAST
 LZ1854'FENCE AND 1-FOOT EAST SOUTHEAST OF THE WEST FENCE.  THE MARK IS A
 LZ1854'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST SET
 LZ1854'FLUSH WITH THE GROUND AND IS STAMPED JACKSON NO 1 1968.
 LZ1854'
 LZ1854'REFERENCE MARK NO. 2 IS 40.2 FEET SOUTHEAST OF THE METAL WITNESS
 LZ1854'POST, 39 FEET EAST-SOUTHEAST OF THE WEST FENCE AND 1-FOOT
 LZ1854'WEST-NORTHWEST OF THE EAST FENCE.  THE MARK IS A STANDARD DISK SET IN
 LZ1854'THE TOP OF A SQUARE CONCRETE POST PROJECTING 1-INCH AND IS
 LZ1854'STAMPED JACKSON NO 2 1968.
 LZ1854'
 LZ1854'BENCH MARK G 356 IS 25 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 6,
 LZ1854'20 FEET WEST-NORTHWEST OF TELEPHONE POLE NO. E 123, 3.1
 LZ1854'FEET SOUTH OF A METAL WITNESS POST AND 1.5 FEET WEST OF A WIRE FENCE.
 LZ1854'THE MARK IS A STANDARD BENCH MARK DISK SET IN THE TOP OF
 LZ1854'A SQUARE CONCRETE POST PROJECTING 4 INCHES AND IS STAMPED G 356 1968.
 LZ1854'
 LZ1854'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 LZ1854
 LZ1854                          STATION RECOVERY (1969)
 LZ1854
 LZ1854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LZ1854'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 AND BENCH MARK G
 LZ1854'356 WERE RECOVERED IN GOOD CONDITION.  DUE TO HIGHWAY
 LZ1854'CONSTRUCTION BENCH MARK G 356 WAS DESTROYED AND BENCH MARK G 356
 LZ1854'RESET WAS ESTABLISHED AT THIS TIME.  FOLLOWING IS A TO
 LZ1854'REACH AND MEASUREMENTS FOR BENCH MARK G 356 RESET.
 LZ1854'
 LZ1854'TO REACH THE BENCH MARK FROM THE JUNCTION OF U.S. HIGHWAYS 106 AND 6,
 LZ1854'IN WYALUSING, GO NORTHWEST ON U.S.  HIGHWAY 6 FOR 1.9
 LZ1854'MILES TO WYALUSING ROCKS OVERLOOK ON THE LEFT, CONTINUE NORTHWEST ON
 LZ1854'U.S. HIGHWAY 6 FOR 1.75 MILES TO THE MARK ON THE
 LZ1854'RIGHT.
 LZ1854'
 LZ1854'BENCH MARK G 356 RESET IS 123 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 LZ1854'6, 4.5 FEET SOUTH OF POWERLINE POLE NO. E 123, 3 FEET
 LZ1854'SOUTH OF FENCE LINE AND EDGE OF WOODS AND 2 FEET WEST OF A METAL
 LZ1854'WITNESS POST.  THE MARK IS A STANDARD BENCH MARK DISK SET IN
 LZ1854'THE TOP OF A SQUARE CONCRETE POST PROJECTING 5 INCHES AND IS STAMPED
 LZ1854'G 356 RESET 1969.
 LZ1854'
 LZ1854'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 LZ1854'
 LZ1854'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MILES SOUTHEAST
 LZ1854'OF RUMMERFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2014 ***********************************************************************
 MA2014  DESIGNATION -  JADLOCK
 MA2014  PID         -  MA2014
 MA2014  STATE/COUNTY-  PA/CLARION
 MA2014  USGS QUAD   -  KNOX (1977)
 MA2014
 MA2014                         *CURRENT SURVEY CONTROL
 MA2014  ___________________________________________________________________
 MA2014* NAD 83(1992)-  41 11 51.73754(N)    079 35 44.02654(W)     ADJUSTED  
 MA2014* NAVD 88     -       476.7    (meters)    1564.     (feet)  VERTCON   
 MA2014  ___________________________________________________________________
 MA2014  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 MA2014  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 MA2014
 MA2014  HORZ ORDER  -  SECOND
 MA2014
 MA2014.The horizontal coordinates were established by classical geodetic methods
 MA2014.and adjusted by the National Geodetic Survey in June 2002..
 MA2014
 MA2014.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2014
 MA2014.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2014
 MA2014.The geoid height was determined by GEOID03.
 MA2014
 MA2014;                    North         East     Units Scale Factor Converg.
 MA2014;SPC PA N     -   116,149.752   445,205.395   MT  0.99996416   -1 13 15.3
 MA2014;SPC PA N     -   381,067.98  1,460,644.70   sFT  0.99996416   -1 13 15.3
 MA2014;SPC PA S     -   208,638.797   445,192.512   MT  1.00004449   -1 11 50.6
 MA2014;SPC PA S     -   684,509.12  1,460,602.43   sFT  1.00004449   -1 11 50.6
 MA2014;UTM  17      - 4,561,655.307   617,763.248   MT  0.99977068   +0 55 30.5
 MA2014
 MA2014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2014!SPC PA N     -   0.99993043  x   0.99996416  =   0.99989460
 MA2014!SPC PA S     -   0.99993043  x   1.00004449  =   0.99997492
 MA2014!UTM  17      -   0.99993043  x   0.99977068  =   0.99970113
 MA2014
 MA2014:                Primary Azimuth Mark                     Grid Az
 MA2014:SPC PA N     -  MCNOLDY                                  111 58 21.1
 MA2014:SPC PA S     -  MCNOLDY                                  111 56 56.4
 MA2014:UTM  17      -  MCNOLDY                                  109 49 35.3
 MA2014
 MA2014|---------------------------------------------------------------------|
 MA2014| PID    Reference Object                     Distance      Geod. Az  |
 MA2014|                                                           dddmmss.s |
 MA2014| MA1310 MCNOLDY                             APPROX. 4.5 KM 1104505.8 |
 MA2014| CX3914 JADLOCK RM 1                         57.071 METERS 17249     |
 MA2014| CX3915 JADLOCK RM 2                         64.163 METERS 21053     |
 MA2014|---------------------------------------------------------------------|
 MA2014
 MA2014                          SUPERSEDED SURVEY CONTROL
 MA2014
 MA2014  NAD 83(1986)-  41 11 51.74057(N)    079 35 44.02826(W) AD(       ) 2
 MA2014  NAD 27      -  41 11 51.51410(N)    079 35 44.86850(W) AD(       ) 2
 MA2014  NGVD 29 (07/19/86)  476.9    (m)         1565.     (f) VERT ANG       
 MA2014
 MA2014.Superseded values are not recommended for survey control.
 MA2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2014.See file dsdata.txt to determine how the superseded data were derived.
 MA2014
 MA2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF1776361655(NAD 83)
 MA2014_MARKER: Z = SEE DESCRIPTION
 MA2014_SETTING: 0 = UNSPECIFIED SETTING
 MA2014
 MA2014  HISTORY     - Date     Condition        Report By
 MA2014  HISTORY     - 1958     MONUMENTED       CGS
 MA2014  HISTORY     - 1962     SEE DESCRIPTION  LOCENG
 MA2014
 MA2014                          STATION DESCRIPTION
 MA2014
 MA2014'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 MA2014'THE STATION IS LOCATED ON TOP OF A ROUND-TOPPED CULTIVATED FIELD
 MA2014'ABOUT 4 MILES SOUTHEAST OF THE TOWN OF KNOX, ABOUT 0.3 MILE
 MA2014'NORTHWEST OF THE VILLAGE OF MONROE, ABOUT 600 FEET WEST OF A CEMTERY
 MA2014'AND CHURCH, ABOUT 500 FEET SOUTH OF A DIRT ROAD, 225 FEET EAST OF
 MA2014'A NORTH-SOUTH FENCE LINE, AND 207 FEET NORTH OF AN EAST-WEST FENCE
 MA2014'LINE.
 MA2014'
 MA2014'TO REACH THE STATION FROM THE EAST END OF THE ALLEGHENY RIVER BRIDGE
 MA2014'IN THE SOUTHEAST EDGE OF FRANKLIN, GO SOUTHEAST AND EAST ON U.S.
 MA2014'HIGHWAY 322 FOR 10.85 MILES TO A CONCRETE BRIDGE IN THE SMALL VILLAGE
 MA2014'OF VAN.  CROSS BRIDGE AND CONTINUE EASTERLY ON HIGHWAY 322
 MA2014'FOR 1.5 MILES TO A GULF SERVICE STATION ON THE LEFT AND A JUNCTION OF
 MA2014'U.S. HIGHWAY 322 WITH STATE HIGHWAY 38.  TURN RIGHT AND GO SOUTH ON
 MA2014'HIGHWAY 38 FOR 2.65 MILES TO A SIDE ROAD LEFT AT A SIGN NICKLEVILLE
 MA2014'ON THE RIGHT.  TURN LEFT AND GO SOUTH FOR 0.05 MILE.  TURN LEFT AND
 MA2014'GO EAST AND THEN SOUTH FOR 2.05 MILES TO A CROSSROAD.
 MA2014'CONTINUE SOUTH FOR 1.75 MILES TO A CROSSROAD (JUNCTION OF COUNTY
 MA2014'HIGHWAY 16043 WITH STATE HIGHWAY 238).  CROSS HIGHWAY 238 AND
 MA2014'CONTINUE SOUTH FOR 2.45 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 MA2014'SOUTHEAST FOR 0.1 MILE TO A DRIVEWAY LEFT.  CONTINUE SOUTHEAST ON
 MA2014'THE MAIN ROAD FOR 0.1 MILE TO A WIRE GATE ON THE RIGHT.  TURN RIGHT
 MA2014'THROUGH GATE AND GO SOUTH ACROSS PASTURE FIELD FOR 0.2 MILE TO A
 MA2014'FENCE AT THE NORTH EDGE OF A CULTIVATED FIELD.  CONTINUE TO THE CREST
 MA2014'OF THE HILL AND STATION.
 MA2014'
 MA2014'THE STATION IS A STANDARD DISK, STAMPED JADLOCK 1958, SET IN THE TOP
 MA2014'OF A 3 INCH, CONCRETE FILLED SOIL PIPE 6 INCHES UNDER THE SURFACE
 MA2014'OF THE GROUND.
 MA2014'
 MA2014'RM 1 IS A STANDARD DISK, STAMPED JADLOCK NO 1 1958, SET IN THE TOP OF
 MA2014'A 3 INCH, CONCRETE FILLED SOIL PIPE PROJECTING 3 INCHES ABOVE THE
 MA2014'SURFACE OF THE GROUND.  IT IS LOCATED 200 FEET WEST OF A NORTH-SOUTH
 MA2014'FENCE LINE, 100 FEET EAST OF AN 18 INCH TREE AND 8 FEET NORTH OF A
 MA2014'FENCE LINE.
 MA2014'
 MA2014'RM 2 IS A STANDARD DISK, STAMPED JADLOCK NO 2 1958 SET IN THE TOP OF
 MA2014'A 3 INCH, CONCRETE FILLED SOIL PIPE WHICH PROJECTS 3 INCHES
 MA2014'ABOVE THE SURFACE OF THE GROUND.  IT IS LOCATED 8 FEET NORTH OF AN
 MA2014'EAST-WEST FENCE LINE AND 4 FEET NORTH OF AN 18 INCH TREE.
 MA2014
 MA2014                          STATION RECOVERY (1962)
 MA2014
 MA2014'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1962
 MA2014'RECOVERED BY FOGO AND WARD
 MA2014'
 MA2014'STATION WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0954 ***********************************************************************
 MA0954  DESIGNATION -  JAKE RUN
 MA0954  PID         -  MA0954
 MA0954  STATE/COUNTY-  PA/FOREST
 MA0954  USGS QUAD   -  KELLETTVILLE (1973)
 MA0954
 MA0954                         *CURRENT SURVEY CONTROL
 MA0954  ___________________________________________________________________
 MA0954* NAD 83(1986)-  41 30 39.     (N)    079 20 04.     (W)     SCALED    
 MA0954* NAVD 88     -       344.134  (meters)    1129.05   (feet)  ADJUSTED  
 MA0954  ___________________________________________________________________
 MA0954  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 MA0954  DYNAMIC HT  -         343.978 (meters)    1128.53  (feet)  COMP
 MA0954  MODELED GRAV-     980,161.8   (mgal)                       NAVD 88
 MA0954
 MA0954  VERT ORDER  -  SECOND    CLASS 0
 MA0954
 MA0954.The horizontal coordinates were scaled from a topographic map and have
 MA0954.an estimated accuracy of +/- 6 seconds.
 MA0954
 MA0954.The orthometric height was determined by differential leveling
 MA0954.and adjusted by the National Geodetic Survey in June 1991..
 MA0954
 MA0954.The geoid height was determined by GEOID03.
 MA0954
 MA0954.The dynamic height is computed by dividing the NAVD 88
 MA0954.geopotential number by the normal gravity value computed on the
 MA0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0954.degrees latitude (g = 980.6199 gals.).
 MA0954
 MA0954.The modeled gravity was interpolated from observed gravity values.
 MA0954
 MA0954;                    North         East    Units  Estimated Accuracy
 MA0954;SPC PA N     -   150,490.      467,740.      MT  (+/- 180 meters Scaled)
 MA0954
 MA0954                          SUPERSEDED SURVEY CONTROL
 MA0954
 MA0954  NGVD 29 (??/??/92)  344.296  (m)         1129.58   (f) ADJ UNCH    2 0
 MA0954
 MA0954.Superseded values are not recommended for survey control.
 MA0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0954.See file dsdata.txt to determine how the superseded data were derived.
 MA0954
 MA0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF389968(NAD 83)
 MA0954_MARKER: DD = SURVEY DISK
 MA0954_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0954_SP_SET: BRIDGE
 MA0954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0954
 MA0954  HISTORY     - Date     Condition        Report By
 MA0954  HISTORY     - UNK      MONUMENTED       PADH
 MA0954  HISTORY     - 1935     GOOD             NGS
 MA0954
 MA0954                          STATION DESCRIPTION
 MA0954
 MA0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MA0954'3.8 MI SW FROM NEWTOWN MILLS.
 MA0954'ABOUT 3.8 MILES SOUTHWEST ALONG STATE HIGHWAY 666 FROM NEWTOWN
 MA0954'MILLS, FOREST COUNTY, 15 FEET SOUTH OF STATION 2+36, AT BRIDGE
 MA0954'2/36, IN THE TOP OF THE SOUTHEAST WING WALL, 12 FEET EAST OF
 MA0954'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 6 INCHES LOWER THAN
 MA0954'THE ROADWAY.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS STANDARD
 MA0954'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1968 ***********************************************************************
 MB1968  DESIGNATION -  JAMESTOWN
 MB1968  PID         -  MB1968
 MB1968  STATE/COUNTY-  PA/CRAWFORD
 MB1968  USGS QUAD   -  GREENVILLE WEST (1990)
 MB1968
 MB1968                         *CURRENT SURVEY CONTROL
 MB1968  ___________________________________________________________________
 MB1968* NAD 83(1992)-  41 29 11.09753(N)    080 24 10.93166(W)     ADJUSTED  
 MB1968* NAVD 88     -       404.     (meters)    1325.     (feet)  SCALED    
 MB1968  ___________________________________________________________________
 MB1968  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 MB1968  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 MB1968
 MB1968  HORZ ORDER  -  SECOND
 MB1968
 MB1968.The horizontal coordinates were established by classical geodetic methods
 MB1968.and adjusted by the National Geodetic Survey in June 2002..
 MB1968
 MB1968.The orthometric height was scaled from a topographic map.
 MB1968
 MB1968.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1968
 MB1968.The geoid height was determined by GEOID03.
 MB1968
 MB1968;                    North         East     Units Scale Factor Converg.
 MB1968;SPC PA N     -   149,956.603   378,479.377   MT  0.99995756   -1 45 18.3
 MB1968;SPC PA N     -   491,982.62  1,241,727.76   sFT  0.99995756   -1 45 18.3
 MB1968;SPC OH N     -   204,184.050   775,102.133   MT  0.99996580   +1 22 39.4
 MB1968;UTM  17      - 4,592,928.120   549,834.744   MT  0.99963056   +0 23 43.7
 MB1968
 MB1968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1968!SPC PA N     -   0.99994195  x   0.99995756  =   0.99989951
 MB1968!SPC OH N     -   0.99994195  x   0.99996580  =   0.99990775
 MB1968!UTM  17      -   0.99994195  x   0.99963056  =   0.99957253
 MB1968
 MB1968:                Primary Azimuth Mark                     Grid Az
 MB1968:SPC PA N     -  JAMESTOWN AZ MK                          011 23 07.3
 MB1968:SPC OH N     -  JAMESTOWN AZ MK                          008 15 09.6
 MB1968:UTM  17      -  JAMESTOWN AZ MK                          009 14 05.3
 MB1968
 MB1968|---------------------------------------------------------------------|
 MB1968| PID    Reference Object                     Distance      Geod. Az  |
 MB1968|                                                           dddmmss.s |
 MB1968| CX3916 JAMESTOWN AZ MK                                    0093749.0 |
 MB1968| CX3917 JAMESTOWN RM 1                       28.508 METERS 09203     |
 MB1968| CX3918 JAMESTOWN RM 2                       81.229 METERS 32103     |
 MB1968|---------------------------------------------------------------------|
 MB1968
 MB1968                          SUPERSEDED SURVEY CONTROL
 MB1968
 MB1968  NAD 83(1995)-  41 29 11.09762(N)    080 24 10.93432(W) AD(       ) 2
 MB1968  NAD 83(1986)-  41 29 11.10078(N)    080 24 10.93398(W) AD(       ) 2
 MB1968  NAD 27      -  41 29 10.90900(N)    080 24 11.69000(W) AD(       ) 2
 MB1968
 MB1968.Superseded values are not recommended for survey control.
 MB1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1968.See file dsdata.txt to determine how the superseded data were derived.
 MB1968
 MB1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF4983592928(NAD 83)
 MB1968_MARKER: Z = SEE DESCRIPTION
 MB1968_SETTING: 0 = UNSPECIFIED SETTING
 MB1968
 MB1968  HISTORY     - Date     Condition        Report By
 MB1968  HISTORY     - 1937     MONUMENTED       PAGS
 MB1968  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MB1968
 MB1968                          STATION DESCRIPTION
 MB1968
 MB1968'DESCRIBED BY PENNSYLVANIA GEODETIC SURVEY 1937
 MB1968'TO REACH STATION FROM JAMESTOWN, GO SE ON STATE ROUTE 58 ONE MILE,
 MB1968'TURN LEFT, UP HILL, (HIGHWAY AT THIS POINT MAKES SHARP BEND TO
 MB1968'THE S), GO 0.4 MILE AND TURN RIGHT, E, ON COUNTY LINE ROAD, GO 0.8
 MB1968'MILE TO STATION WHICH IS ON THE LEFT SIDE OF LANE, 1 FOOT S OF N
 MB1968'RIGHT-OF-WAY FENCE.  OPEN FIELD TO THE N AT THIS POINT.
 MB1968'
 MB1968'SURFACE AND UNDERGROUND MARKS ARE PA. COORDINATE SYSTEM STANDARD
 MB1968'BRONZE DISKS SET IN SQUARE BLOCKS OF CONCRETE.
 MB1968'
 MB1968'REFERENCE MARKS NO. 1 AND NO. 2, AND AZIMUTH MARK ARE PA.  COORDINATE
 MB1968'SYSTEM STANDARD BRONZE DISKS IN BOULDER.  REFERENCE MARK NO.
 MB1968'1 IS E OF STATION IN FENCE LINE.  REFERENCE MARK NO. 2 IS NW OF
 MB1968'STATION IN FENCE LINE, AT EDGE OF WOODS.  AZIMUTH MARK IS N
 MB1968'ACROSS FIELD NEAR E CORNER OF FENCES, AT EDGE OF WOODS, 3 FEET S OF
 MB1968'E-W FENCE LINE AND 10 FEET W OF N-S FENCE LINE.
 MB1968'
 MB1968'HEIGHT OF LIGHT ABOVE STATION MARK - 26.5 METERS.
 MB1968
 MB1968                          STATION RECOVERY (1960)
 MB1968
 MB1968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 MB1968'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 MB1968'DISTANCE WAS MEASURED FROM THE STATION TO R.M. 1 AND WAS FOUND TO
 MB1968'CHECK.  THE DISTANCE TO R.M. 2 WAS FOUND TO BE 268.34 FEET INSTEAD OF
 MB1968'266.50 FEET.  THE PROPERTY IS NOW OWNED BY MR. R.J. FULMER.  A
 MB1968'COMPLETE NEW DESCRIPTION FOLLOWS- STATION IS LOCATED ABOUT 1.8 MILES
 MB1968'EAST OF JAMESTOWN, ON THE NORTH SIDE OF THE MERCER-CRAWFORD COUNTY
 MB1968'LINE ROAD, AND ON THE SOUTH EDGE OF A LARGE FIELD.  IT IS 0.2 MILE
 MB1968'WEST OF A NORTH-SOUTH GRAVEL ROAD, 170 FEET EAST OF THE SOUTHWEST
 MB1968'CORNER OF THE FIELD, 64 EAST OF A 30 INCH TWIN MAPLE TREE
 MB1968'STANDING IN THE FENCE LINE, 20 FEET NORTH OF THE CENTER LINE OF THE
 MB1968'ROAD, 0.5 FOOT SOUTH OF THE FENCE, AND 2.5 FEET EAST OF A U.S.C.
 MB1968'AND G.S. WITNESS SIGN.  THE MARK IS A PENNA. COORDINATE SYSTEM DISK
 MB1968'SET IN THE TOP OF A SQUARE BLOCK OF CONCRETE PROJECTING 5 INCHES,
 MB1968'STAMPED JAMESTOWN 1937.  (NOTES 1A, 7A)
 MB1968'
 MB1968'REFERENCE MARK NO. 1 IS EAST OF THE STATION, AND IN THE NORTH
 MB1968'RIGHT-OF-WAY FENCE LINE.  IT IS 20 FEET NORTH OF THE CENTER
 MB1968'LINE OF THE ROAD, AND 5.5 FEET NORTHWEST OF A 14 INCH MAPLE TREE.
 MB1968'THE MARK IS A PENNA.  COORDINATE SYSTEM DISK SET IN A DRILL HOLE IN
 MB1968'THE TOP OF A 9 BY 14 INCH SANDSTONE BOULDER, STAMPED JAMESTOWN NO 1
 MB1968'1937.
 MB1968'
 MB1968'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, IN THE WEST FENCE
 MB1968'LINE AT EDGE OF WOODS, AND IS 223 FEET NORTH OF THE CENTER LINE OF
 MB1968'THE ROAD.  THE MARK IS A PENNA. COORDINATE SYSTEM DISK SET IN A DRILL
 MB1968'HOLE IN THE TOP OF A 6 BY 8 INCH BOULDER, STAMPED JAMESTOWN NO 2
 MB1968'1937.
 MB1968'
 MB1968'THE AZIMUTH MARK IS NORTH OF, AND ACROSS THE LARGE FIELD FROM THE
 MB1968'STATION, AND ON THE SOUTH EDGE OF THE WOODS.  IT IS 10 FEET WEST OF
 MB1968'THE NORTH-SOUTH FENCE LINE, AND 3 FEET SOUTH OF THE EAST-WEST FENCE
 MB1968'LINE.  THE MARK IS A PENNA. COORDINATE SYSTEM DISK SET IN A DRILL
 MB1968'HOLE IN THE TOP OF A 20 BY 24 INCH IRREGULAR SHAPED BOULDER
 MB1968'PROJECTING 7 INCHES, STAMPED JAMESTOWN 1937.
 MB1968'
 MB1968'TO REACH FROM THE SHENANGO RIVER BRIDGE IN JAMESTOWN, GO EAST ON
 MB1968'STATE HIGHWAY 58 FOR 1.3 MILES TO A POINT WHERE THE HIGHWAY TURNS
 MB1968'SHARP TO THE SOUTHEAST, TURN LEFT UP HILL AND GO NORTH FOR 0.4 MILES
 MB1968'TO THE MERCER-CRAWFORD COUNTY LINE ROAD, TURN RIGHT AND GO EAST
 MB1968'FOR 0.8 MILE TO STATION ON LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV7094 ***********************************************************************
 KV7094  DESIGNATION -  JARDEL
 KV7094  PID         -  KV7094
 KV7094  STATE/COUNTY-  PA/PHILADELPHIA
 KV7094  USGS QUAD   -  FRANKFORD (1997)
 KV7094
 KV7094                         *CURRENT SURVEY CONTROL
 KV7094  ___________________________________________________________________
 KV7094* NAD 83(1996)-  40 03 17.91252(N)    075 04 33.82488(W)     ADJUSTED  
 KV7094* NAVD 88     -        41.1    (meters)     135.     (feet)  GPS OBS   
 KV7094  ___________________________________________________________________
 KV7094  X           -   1,259,041.349 (meters)                     COMP
 KV7094  Y           -  -4,723,881.956 (meters)                     COMP
 KV7094  Z           -   4,082,664.966 (meters)                     COMP
 KV7094  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 KV7094  ELLIP HEIGHT-           8.02  (meters)          (08/10/01) GPS OBS
 KV7094  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KV7094
 KV7094  HORZ ORDER  -  FIRST
 KV7094  ELLP ORDER  -  FOURTH    CLASS II
 KV7094
 KV7094.The horizontal coordinates were established by GPS observations
 KV7094.and adjusted by the National Geodetic Survey in May 1999..
 KV7094
 KV7094.The orthometric height was determined by GPS observations and a
 KV7094.high-resolution geoid model.
 KV7094
 KV7094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7094
 KV7094.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7094
 KV7094.The ellipsoidal height was determined by GPS observations
 KV7094.and is referenced to NAD 83.
 KV7094
 KV7094.The geoid height was determined by GEOID03.
 KV7094
 KV7094;                    North         East     Units Scale Factor Converg.
 KV7094;SPC PA S     -    83,581.040   828,115.927   MT  0.99998321   +1 44 05.4
 KV7094;SPC PA S     -   274,215.46  2,716,910.34   sFT  0.99998321   +1 44 05.4
 KV7094;SPC NJ       -   135,777.032   100,852.048   MT  0.99992973   -0 22 14.6
 KV7094;SPC NJ       -   445,461.81    330,878.76   sFT  0.99992973   -0 22 14.6
 KV7094;UTM  18      - 4,433,861.784   493,512.540   MT  0.99960052   -0 02 56.2
 KV7094
 KV7094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7094!SPC PA S     -   0.99999874  x   0.99998321  =   0.99998195
 KV7094!SPC NJ       -   0.99999874  x   0.99992973  =   0.99992847
 KV7094!UTM  18      -   0.99999874  x   0.99960052  =   0.99959926
 KV7094
 KV7094                          SUPERSEDED SURVEY CONTROL
 KV7094
 KV7094  NAD 83(1992)-  40 03 17.91203(N)    075 04 33.82515(W) AD(       ) 1
 KV7094  ELLIP H (06/28/94)    7.97   (m)                       GP(       ) 4 1
 KV7094
 KV7094.Superseded values are not recommended for survey control.
 KV7094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7094.See file dsdata.txt to determine how the superseded data were derived.
 KV7094
 KV7094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9351333862(NAD 83)
 KV7094_MARKER: DD = SURVEY DISK
 KV7094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7094_SP_SET: CONCRETE POST
 KV7094_STAMPING: JARDEL 1993
 KV7094_MARK LOGO: PA6540
 KV7094_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7094+STABILITY: SURFACE MOTION
 KV7094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7094+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2006
 KV7094
 KV7094  HISTORY     - Date     Condition        Report By
 KV7094  HISTORY     - 1993     MONUMENTED       PA6540
 KV7094  HISTORY     - 20051119 MARK NOT FOUND   USPSQD
 KV7094  HISTORY     - 20060111 GOOD             GEOCAC
 KV7094
 KV7094                          STATION DESCRIPTION
 KV7094
 KV7094'DESCRIBED BY CITY OF PHILADELPHIA PENNSYLVANIA 1993
 KV7094'THE STATION IS LOCATED IN THE 53RD WARD OF THE CITY OF PHILADELPHIA,
 KV7094'NORTH OF SAINT VINCENT STREET AND EAST OF PENNWAY STREET. THE STATION
 KV7094'IS 45.0 FT (13.7 M) EAST OF THE EAST CURB LINE OF PENNWAY STREET,
 KV7094'293.0 FT (89.3 M) NORTH OF THE NORTH CURB LINE OF SAINT VINCENT
 KV7094'STREET, AND IS 0.3 FT (0.1 M) BELOW THE SURFACE. THE MARK IS A CITY
 KV7094'OF PHILADELPHIA HORIZONTAL CONTROL NETWORK BRASS DISK STAMPED JARDEL
 KV7094'1993.
 KV7094'TO REACH THE STATION FROM CITY HALL IN CENTER CITY, GO NORTH ON BROAD
 KV7094'STREET FOR 0.3 MI (0.5 KM) TO THE VINE STREET ENTRANCE TO I-95. GO
 KV7094'NORTH ON I-95 FOR 7.5 MI (12.1 KM) TO THE COTTMAN AVENUE EXIT. GO
 KV7094'WEST ON COTTMAN AVENUE FOR 3.2 MI (5.1 KM) TO PENNWAY STREET. TURN
 KV7094'LEFT AND GO ONE HALF BLOCK TO THE STATION ON THE LEFT, ABOUT MIDWAY
 KV7094'BETWEEN COTTMAN STREET AND SAINT VINCENT STREET.
 KV7094
 KV7094                          STATION RECOVERY (2005)
 KV7094
 KV7094'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRP)
 KV7094'MARK NOT FOUND.
 KV7094
 KV7094                          STATION RECOVERY (2006)
 KV7094
 KV7094'RECOVERY NOTE BY GEOCACHING 2006
 KV7094'DESCRIPTION IS ADEQUATE AND IS NOW OWNED BY AN AUTO REPAIR SHOP WHO
 KV7094'RECENTLY PUT A FENCE UP ACCES IS OBTAINABLE FROM PENNWAY ST. ACROSS
 KV7094'THE STREET FROM JARDEL PLAYGROUND. GPS.WHAT.GPS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2395 ***********************************************************************
 KX2395  DESIGNATION -  JAYNELL
 KX2395  PID         -  KX2395
 KX2395  STATE/COUNTY-  PA/ALLEGHENY
 KX2395  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX2395
 KX2395                         *CURRENT SURVEY CONTROL
 KX2395  ___________________________________________________________________
 KX2395* NAD 83(1992)-  40 24 13.77784(N)    079 57 20.22276(W)     ADJUSTED  
 KX2395* NAVD 88     -       344.6    (meters)    1131.     (feet)  VERTCON   
 KX2395  ___________________________________________________________________
 KX2395  X           -     848,335.120 (meters)                     COMP
 KX2395  Y           -  -4,789,449.870 (meters)                     COMP
 KX2395  Z           -   4,112,434.921 (meters)                     COMP
 KX2395  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 KX2395  ELLIP HEIGHT-         310.86  (meters)          (06/21/02) GPS OBS
 KX2395  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 KX2395
 KX2395  HORZ ORDER  -  FIRST
 KX2395  ELLP ORDER  -  FOURTH    CLASS I
 KX2395
 KX2395.The horizontal coordinates were established by GPS observations
 KX2395.and adjusted by the National Geodetic Survey in June 2002..
 KX2395
 KX2395.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2395
 KX2395.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KX2395
 KX2395.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2395
 KX2395.The ellipsoidal height was determined by GPS observations
 KX2395.and is referenced to NAD 83.
 KX2395
 KX2395.The geoid height was determined by GEOID03.
 KX2395
 KX2395;                    North         East     Units Scale Factor Converg.
 KX2395;SPC PA S     -   121,200.069   412,794.999   MT  0.99995983   -1 25 51.6
 KX2395;SPC PA S     -   397,637.23  1,354,311.59   sFT  0.99995983   -1 25 51.6
 KX2395;UTM  17      - 4,473,103.208   588,621.606   MT  0.99969667   +0 40 37.1
 KX2395
 KX2395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2395!SPC PA S     -   0.99995124  x   0.99995983  =   0.99991107
 KX2395!UTM  17      -   0.99995124  x   0.99969667  =   0.99964792
 KX2395
 KX2395                          SUPERSEDED SURVEY CONTROL
 KX2395
 KX2395  NAD 83(1995)-  40 24 13.77879(N)    079 57 20.22455(W) AD(       ) 1
 KX2395  NAD 83(1986)-  40 24 13.78132(N)    079 57 20.23148(W) AD(       ) 1
 KX2395  NGVD 29 (02/08/94)  344.7    (m)         1131.     (f) GPS OBS        
 KX2395
 KX2395.Superseded values are not recommended for survey control.
 KX2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2395.See file dsdata.txt to determine how the superseded data were derived.
 KX2395
 KX2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE8862273103(NAD 83)
 KX2395_MARKER: DD = SURVEY DISK
 KX2395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2395_SP_SET: CONCRETE POST
 KX2395_STAMPING: JAYNELL 1989
 KX2395_MARK LOGO: USE   
 KX2395_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KX2395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX2395+STABILITY: SURFACE MOTION
 KX2395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX2395+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KX2395
 KX2395  HISTORY     - Date     Condition        Report By
 KX2395  HISTORY     - 1989     MONUMENTED       HARTMN
 KX2395
 KX2395                          STATION DESCRIPTION
 KX2395
 KX2395'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 KX2395'LOCATED ON THE LEFT BANK RIVER BLUFF, ON PROPERTY OF J AND L STEEL
 KX2395'CORPORATION, ABOUT OPPOSITE RIVER MILE 4.8, AT THE END OF A TRACK
 KX2395'ROAD AND IN THE AREA OF POWER LINE RIGHT OF WAY CROSSINGS.
 KX2395'TO REACH - FROM THE INTERSECTION OF EAST CARSON STREET AND BECKS RUN
 KX2395'ROAD, PROCEED SOUTHWEST ON BECKS RUN ROAD FOR ABOUT 1.8 MI (2.90 KM)
 KX2395'TO THE INTERSECTION OF AGNEW ROAD.  TURN LEFT ON AGNEW ROAD AND
 KX2395'PROCEED ABOUT 0.8 MI (1.29 KM) TO A LARGE ONE-STORY BRICK BUILDING ON
 KX2395'THE NORTH SIDE OF THE ROAD KNOWN AS THE J AND L STEEL RESEARCH
 KX2395'FACILITY.  A KEY MUST BE OBTAINED FROM THE CUSTODIAN.  THE STATION IS
 KX2395'LOCATED ABOUT 3500 FT NORTHEAST OF THIS POINT AND IS ACCESSIBLE BY
 KX2395'TRACK ROADS THAT FOLLOW THE APPROXIMATE HIGH POINT TO THE RIVER BLUFF.
 KX2395'THE STATION IS A BRONZE DISK IN A CONCRETE MONUMENT WHICH IS LOCATED
 KX2395'IN THE APPROXIMATE CENTER OF A HIGH TENSION LINE RUNNING IN A
 KX2395'NORTH-SOUTH DIRECTION, AND ALSO IN THE APPROXIMATE CENTER OF A POWER
 KX2395'LINE RUNNING IN AN EAST-WEST DIRECTION.  THE STATION IS ALSO LOCATED
 KX2395'ABOUT 70 FT (21.34 M) (21.3 MT) NORTH OF THE NORTH FACE OF A HIGH
 KX2395'TENSION TOWER AND ABOUT 75 FT (22.86 M) (22.9 MT) NORTHWEST OF THE
 KX2395'NORTHWEST CORNER OF THE CHAIN LINK FENCE SURROUNDING A METAL RIVER
 KX2395'CROSSING TOWER.
 KX2395'STATION IS 73.08 FT (22.27 M) (22.27 MT) NORTHEAST FROM A CHISELED CUT
 KX2395'IN THE NORTHWEST LEG OF A HIGH TENSION TOWER, 78.30 FT (23.87 M) (23
 KX2395'.87 MT) NORTHWEST FROM A CHISELED CUT IN A CORNER POST OF A CHAIN LINK
 KX2395'FENCE AROUND A HIGH TENSION TOWER, 58.94 FT (17.96 M) (17.96 MT)
 KX2395'SOUTHWEST FROM A NAIL IN POWER POLE NUMBER 250801.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1912 ***********************************************************************
 LZ1912  DESIGNATION -  JEAN ET USGS 1968
 LZ1912  PID         -  LZ1912
 LZ1912  STATE/COUNTY-  PA/SULLIVAN
 LZ1912  USGS QUAD   -  RED ROCK (1995)
 LZ1912
 LZ1912                         *CURRENT SURVEY CONTROL
 LZ1912  ___________________________________________________________________
 LZ1912* NAD 83(1992)-  41 21 30.47997(N)    076 17 38.81080(W)     ADJUSTED  
 LZ1912* NAVD 88     -       722.     (meters)    2369.     (feet)  SCALED    
 LZ1912  ___________________________________________________________________
 LZ1912  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 LZ1912  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 LZ1912
 LZ1912  HORZ ORDER  -  SECOND
 LZ1912
 LZ1912.The horizontal coordinates were established by classical geodetic methods
 LZ1912.and adjusted by the National Geodetic Survey in June 2002..
 LZ1912
 LZ1912.The orthometric height was scaled from a topographic map.
 LZ1912
 LZ1912.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1912
 LZ1912.The geoid height was determined by GEOID03.
 LZ1912
 LZ1912;                    North         East     Units Scale Factor Converg.
 LZ1912;SPC PA N     -   133,377.667   721,814.257   MT  0.99995737   +0 57 47.3
 LZ1912;SPC PA N     -   437,589.90  2,368,152.27   sFT  0.99995737   +0 57 47.3
 LZ1912;UTM  18      - 4,579,359.337   391,753.633   MT  0.99974420   -0 51 18.7
 LZ1912
 LZ1912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1912!SPC PA N     -   0.99989175  x   0.99995737  =   0.99984912
 LZ1912!UTM  18      -   0.99989175  x   0.99974420  =   0.99963598
 LZ1912
 LZ1912|---------------------------------------------------------------------|
 LZ1912| PID    Reference Object                     Distance      Geod. Az  |
 LZ1912|                                                           dddmmss.s |
 LZ1912| LZ1911 AZIMUTH MARK D F USAF 1968          339.674 METERS 28305     |
 LZ1912|---------------------------------------------------------------------|
 LZ1912
 LZ1912                          SUPERSEDED SURVEY CONTROL
 LZ1912
 LZ1912  NAD 83(1986)-  41 21 30.47901(N)    076 17 38.81108(W) AD(       ) 2
 LZ1912  NAD 27      -  41 21 30.19468(N)    076 17 40.04564(W) AD(       ) 2
 LZ1912
 LZ1912.Superseded values are not recommended for survey control.
 LZ1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1912.See file dsdata.txt to determine how the superseded data were derived.
 LZ1912
 LZ1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL9175479359(NAD 83)
 LZ1912_MARKER: Z = SEE DESCRIPTION
 LZ1912_SETTING: 0 = UNSPECIFIED SETTING
 LZ1912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1912
 LZ1912  HISTORY     - Date     Condition        Report By
 LZ1912  HISTORY     - 1968     MONUMENTED       USGS
 LZ1912  HISTORY     - 1971     SEE DESCRIPTION  NGS
 LZ1912
 LZ1912                          STATION DESCRIPTION
 LZ1912
 LZ1912'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (AIM)
 LZ1912'STATION IS LOCATED ABOUT 15.0 MILES WEST OF HARVEYS LAKE AND ABOUT
 LZ1912'5.0 MILES NORTHEAST OF RED ROCK.
 LZ1912'
 LZ1912'TO REACH FROM JUNCTION OF STATE HIGHWAYS 118 AND 487 AT RED ROCK, GO
 LZ1912'NORTH ON HIGHWAY 487 FOR 5.3 MILES TO ENTRANCE ON RIGHT TO BENTON
 LZ1912'AIR BASE, TURN RIGHT AND GO 0.05 MILE TO REVERSED Y-ROAD ON LEFT AND
 LZ1912'AZIMUTH MARK ON LEFT, CONTINUE ON PAVED ROAD FOR 0.35 MILE TO WATER
 LZ1912'TANK ON LEFT AND STATION.
 LZ1912'
 LZ1912'THE STATION MARK IS A STANDARD TABLET STAMPED JEAN ET 1968 SET IN
 LZ1912'CENTER OF CONCRETE ROOF.  WATER TANK IS ABOUT 25 FEET HIGH AND IS
 LZ1912'MARKED AS BUILDING NO. 7.
 LZ1912'
 LZ1912'NO REFERENCE MARKS WERE SET, SINCE STATION IS IN EXACT CENTER OF
 LZ1912'ROOF.
 LZ1912'
 LZ1912'THE AZIMUTH MARK IS A U. S. AIR FORCE AZIMUTH MARK STAMPED AZ. MARK D
 LZ1912'F 1963 AIR PHOTOGRAPHIC AND CHARTING SERVICE AND SET IN CONCRETE
 LZ1912'DRAIN COVER.  IT IS 71 FEET NORTH OF CENTERLINE OF Y-FORK AND 49 FEET
 LZ1912'WEST OF POWER POLE.  THE ARROW ON THE AZIMUTH MARK DOES NOT POINT TO
 LZ1912'STATION JEAN ET 1968.
 LZ1912'
 LZ1912'HEIGHT OF LIGHT ABOVE STATION MARK - 5.0 FEET.
 LZ1912
 LZ1912                          STATION RECOVERY (1971)
 LZ1912
 LZ1912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMR)
 LZ1912'MARK RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS GOOD.
 LZ1912'
 LZ1912'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5.0 MILES NORTHEAST
 LZ1912'OF RED ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2339 ***********************************************************************
 KX2339  DESIGNATION -  JEFF
 KX2339  PID         -  KX2339
 KX2339  STATE/COUNTY-  PA/JEFFERSON
 KX2339  USGS QUAD   -  MC GEES MILLS (1994)
 KX2339
 KX2339                         *CURRENT SURVEY CONTROL
 KX2339  ___________________________________________________________________
 KX2339* NAD 83(1992)-  40 54 56.72816(N)    078 48 36.73040(W)     ADJUSTED  
 KX2339* NAVD 88     -       659.9    (meters)    2165.     (feet)  VERTCON   
 KX2339  ___________________________________________________________________
 KX2339  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 KX2339  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KX2339
 KX2339  HORZ ORDER  -  SECOND
 KX2339
 KX2339.The horizontal coordinates were established by classical geodetic methods
 KX2339.and adjusted by the National Geodetic Survey in June 2002..
 KX2339
 KX2339.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2339
 KX2339.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2339
 KX2339.The geoid height was determined by GEOID03.
 KX2339
 KX2339;                    North         East     Units Scale Factor Converg.
 KX2339;SPC PA N     -    83,736.149   510,688.842   MT  0.99999492   -0 42 04.9
 KX2339;SPC PA N     -   274,724.35  1,675,484.98   sFT  0.99999492   -0 42 04.9
 KX2339;SPC PA S     -   176,245.089   510,688.983   MT  0.99999239   -0 41 16.3
 KX2339;SPC PA S     -   578,230.76  1,675,485.44   sFT  0.99999239   -0 41 16.3
 KX2339;UTM  17      - 4,531,714.044   684,406.042   MT  1.00001856   +1 26 04.6
 KX2339
 KX2339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2339!SPC PA N     -   0.99990160  x   0.99999492  =   0.99989652
 KX2339!SPC PA S     -   0.99990160  x   0.99999239  =   0.99989399
 KX2339!UTM  17      -   0.99990160  x   1.00001856  =   0.99992015
 KX2339
 KX2339|---------------------------------------------------------------------|
 KX2339| PID    Reference Object                     Distance      Geod. Az  |
 KX2339|                                                           dddmmss.s |
 KX2339| CK7560 JEFF RM 1                            11.412 METERS 01111     |
 KX2339| CK7561 JEFF RM 2                             9.073 METERS 17818     |
 KX2339| CK7559 JEFF AZ MK                                         2571133.7 |
 KX2339|---------------------------------------------------------------------|
 KX2339
 KX2339                          SUPERSEDED SURVEY CONTROL
 KX2339
 KX2339  NAD 83(1986)-  40 54 56.73280(N)    078 48 36.73754(W) AD(       ) 2
 KX2339  NAD 27      -  40 54 56.51005(N)    078 48 37.62317(W) AD(       ) 2
 KX2339  NGVD 29 (07/19/86)  660.0    (m)         2165.     (f) VERT ANG       
 KX2339
 KX2339.Superseded values are not recommended for survey control.
 KX2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2339.See file dsdata.txt to determine how the superseded data were derived.
 KX2339
 KX2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF8440631714(NAD 83)
 KX2339_MARKER: DS = TRIANGULATION STATION DISK
 KX2339_SETTING: 66 = SET IN ROCK OUTCROP
 KX2339
 KX2339  HISTORY     - Date     Condition        Report By
 KX2339  HISTORY     - 1967     MONUMENTED       CGS
 KX2339  HISTORY     - 1975     GOOD             PADT
 KX2339
 KX2339                          STATION DESCRIPTION
 KX2339
 KX2339'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2339'THE STATION IS LOCATED ABOUT 8-1/2 AIRLINE MILES EAST-SOUTHEAST OF
 KX2339'PUNXSUTAWNEY, 3-1/4 AIRLINE MILES NORTHWEST OF MCGEES MILLS AND ABOUT
 KX2339'1/4 AIRLINE MILE WEST OF THE JEFFERSON-CLEARFIELD COUNTY LINE.  IT IS
 KX2339'ON A HIGH ROCK COVERED RIDGE WHICH IS THE HIGHEST POINT IN THE
 KX2339'VICINITY AND THE PROPERTY IS OWNED BY MR. J.C. KANN.
 KX2339'
 KX2339'TO REACH THE STATION FROM THE POST OFFICE AT THE INTERSECTION OF U.S.
 KX2339'HIGHWAY 219 AND STATE HIGHWAY 36 IN MCGEES MILLS, GO WESTERLY AND
 KX2339'NORTHWEST ON STATE HIGHWAY 36 FOR 4.3 MILES TO A REVERSE Y FORK AT
 KX2339'THE TOP OF A RIDGE.  TURN SHARP RIGHT AND GO EAST-SOUTHEAST N A
 KX2339'TRACK ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 KX2339'EAST-SOUTHEAST ON THE TRACK ROAD FOR 0.3 MILE TO THE STATION ON
 KX2339'THE LEFT.
 KX2339'
 KX2339'THE STATION MARK IS 69 FEET NORTH OF THE CENTER OF THE TRACK ROAD AND
 KX2339'4.4 FEET SOUTHWEST OF THE WITNESS POST.  THE MARK IS A STANDARD DISK
 KX2339'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH
 KX2339'THE SURFACE AND IT IS STAMPED JEFF 1967.
 KX2339'
 KX2339'REFERENCE MARK NO. 1 IS 93 FEET NORTH OF THE CENTER OF THE TRACK ROAD
 KX2339'AND 23.4 FEET NORTHEAST OF THE WITNESS POST.  THE MARK IS A STANDARD
 KX2339'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH
 KX2339'WITH THE SURFACE AND IT IS STAMPED JEFF NO 1 1967.
 KX2339'
 KX2339'REFERENCE MARK NO. 2 IS 35.0 FEET SOUTH-SOUTHWEST OF THE WITNESS POST
 KX2339'AND 35.0 FEET NORTH OF THE CENTER OF THE TRACK ROAD.  THE MARK IS
 KX2339'A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 KX2339'IS FLUSH WITH THE SURFACE AND IT IS STAMPED JEFF NO 2 1967.
 KX2339'
 KX2339'THE AZIMUTH MARK IS 36 FEET NORTH OF THE CENTER OF THE TRACK ROAD AND
 KX2339'4.1 FEET EAST OF A WITNESS POST.  THE MARK IS A STANDARD DISK
 KX2339'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH
 KX2339'THE SURFACE AND IT IS STAMPED JEFF 1967.
 KX2339
 KX2339                          STATION RECOVERY (1975)
 KX2339
 KX2339'RECOVERY NOTE BY PA DEPT OF TRANSP 1975 (EEB)
 KX2339'JEFF 1967 FOUND GOOD.
 KX2339'JEFF NO 1 1967 FOUND GOOD. (DIST 37.56 FEET).
 KX2339'
 KX2339'DISTANCE AND DIRECTION FROM NEAREST TOWN--8-1/2 MILES ESE OF
 KX2339'PUNXSUTAWNEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JX1835 ***********************************************************************
 JX1835  DESIGNATION -  JEFFERSON
 JX1835  PID         -  JX1835
 JX1835  STATE/COUNTY-  PA/GREENE
 JX1835  USGS QUAD   -  MATHER (1994)
 JX1835
 JX1835                         *CURRENT SURVEY CONTROL
 JX1835  ___________________________________________________________________
 JX1835* NAD 83(1992)-  39 54 58.39395(N)    080 02 09.67224(W)     ADJUSTED  
 JX1835* NAVD 88     -       440.     (meters)    1444.     (feet)  SCALED    
 JX1835  ___________________________________________________________________
 JX1835  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 JX1835  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JX1835
 JX1835  HORZ ORDER  -  THIRD
 JX1835
 JX1835.The horizontal coordinates were established by classical geodetic methods
 JX1835.and adjusted by the National Geodetic Survey in June 2002..
 JX1835
 JX1835.The orthometric height was scaled from a topographic map.
 JX1835
 JX1835.The Laplace correction was computed from DEFLEC99 derived deflections.
 JX1835
 JX1835.The geoid height was determined by GEOID03.
 JX1835
 JX1835;                    North         East     Units Scale Factor Converg.
 JX1835;SPC PA S     -    67,250.367   404,570.862   MT  1.00000272   -1 28 59.4
 JX1835;SPC PA S     -   220,637.25  1,327,329.57   sFT  1.00000272   -1 28 59.4
 JX1835;UTM  17      - 4,418,903.321   582,386.206   MT  0.99968356   +0 37 06.9
 JX1835
 JX1835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JX1835!SPC PA S     -   0.99993619  x   1.00000272  =   0.99993891
 JX1835!UTM  17      -   0.99993619  x   0.99968356  =   0.99961977
 JX1835
 JX1835:                Primary Azimuth Mark                     Grid Az
 JX1835:SPC PA S     -  MORRIS                                   231 58 01.1
 JX1835:UTM  17      -  MORRIS                                   229 51 54.8
 JX1835
 JX1835|---------------------------------------------------------------------|
 JX1835| PID    Reference Object                     Distance      Geod. Az  |
 JX1835|                                                           dddmmss.s |
 JX1835| JX1836 MORRIS                              APPROX. 8.5 KM 2302901.7 |
 JX1835|---------------------------------------------------------------------|
 JX1835
 JX1835                          SUPERSEDED SURVEY CONTROL
 JX1835
 JX1835  NAD 83(1995)-  39 54 58.39388(N)    080 02 09.67262(W) AD(       ) 3
 JX1835  NAD 83(1986)-  39 54 58.39768(N)    080 02 09.67891(W) AD(       ) 3
 JX1835  NAD 27      -  39 54 58.13812(N)    080 02 10.48971(W) AD(       ) 3
 JX1835
 JX1835.Superseded values are not recommended for survey control.
 JX1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX1835.See file dsdata.txt to determine how the superseded data were derived.
 JX1835
 JX1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE8238618903(NAD 83)
 JX1835_MARKER: DD = SURVEY DISK
 JX1835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX1835_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JX1835_MAGNETIC: N = NO MAGNETIC MATERIAL
 JX1835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX1835+STABILITY: SURFACE MOTION
 JX1835
 JX1835  HISTORY     - Date     Condition        Report By
 JX1835  HISTORY     - 1899     MONUMENTED       USGS
 JX1835
 JX1835                          STATION DESCRIPTION
 JX1835
 JX1835'DESCRIBED BY US GEOLOGICAL SURVEY 1899 (WRH)
 JX1835'STATION IS LOCATED ABOUT 1.5 MI SE. OF JEFFERSON.
 JX1835'
 JX1835'TO REACH FROM HIGH SCHOOL AT JEFFERSON, GO SE. FOR 1.45 MI ALONG
 JX1835'PAVED RD. TO JUNCTION OF DIRT RD. S., THENCE S. AND E. FOR 0.65 MI
 JX1835'ALONG DIRT RD. TO SUMMIT OF RIDGE, THENCE NE. ABOUT 400 FT ACROSS
 JX1835'FIELD TO SUMMIT OF BARE KNOLL AND STATION.
 JX1835'
 JX1835'STATION MARK--  UNSTAMPED STANDARD DISK IN 36- BY 8- BY 8-IN. STONE
 JX1835'POST PROJECTING ABOUT 6 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2126 ***********************************************************************
 KX2126  DESIGNATION -  JEFFERSON
 KX2126  PID         -  KX2126
 KX2126  STATE/COUNTY-  PA/BUTLER
 KX2126  USGS QUAD   -  SAXONBURG (1977)
 KX2126
 KX2126                         *CURRENT SURVEY CONTROL
 KX2126  ___________________________________________________________________
 KX2126* NAD 83(1992)-  40 46 56.61992(N)    079 51 06.33002(W)     ADJUSTED  
 KX2126* NAVD 88     -       423.     (meters)    1388.     (feet)  SCALED    
 KX2126  ___________________________________________________________________
 KX2126  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 KX2126  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KX2126
 KX2126  HORZ ORDER  -  FIRST
 KX2126
 KX2126.The horizontal coordinates were established by classical geodetic methods
 KX2126.and adjusted by the National Geodetic Survey in June 2002..
 KX2126
 KX2126.The orthometric height was scaled from a topographic map.
 KX2126
 KX2126.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2126
 KX2126.The geoid height was determined by GEOID03.
 KX2126
 KX2126;                    North         East     Units Scale Factor Converg.
 KX2126;SPC PA S     -   163,010.085   422,608.845   MT  0.99997622   -1 21 49.0
 KX2126;SPC PA S     -   534,808.92  1,386,509.19   sFT  0.99997622   -1 21 49.0
 KX2126;UTM  17      - 4,515,235.419   596,886.749   MT  0.99971554   +0 45 00.3
 KX2126
 KX2126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2126!SPC PA S     -   0.99993897  x   0.99997622  =   0.99991519
 KX2126!UTM  17      -   0.99993897  x   0.99971554  =   0.99965452
 KX2126
 KX2126|---------------------------------------------------------------------|
 KX2126| PID    Reference Object                     Distance      Geod. Az  |
 KX2126|                                                           dddmmss.s |
 KX2126| CX3923 JEFFERSON RM 1                       21.063 METERS 11712     |
 KX2126| KX2130 SAXONBURG MUNICIPAL TANK            APPROX. 4.9 KM 1351735.5 |
 KX2126| CX3922 JEFFERSON AZ MK                                    1560754.5 |
 KX2126| CX3924 JEFFERSON RM 2                       25.725 METERS 24818     |
 KX2126|---------------------------------------------------------------------|
 KX2126
 KX2126                          SUPERSEDED SURVEY CONTROL
 KX2126
 KX2126  NAD 83(1995)-  40 46 56.62172(N)    079 51 06.32600(W) AD(       ) 1
 KX2126  NAD 83(1986)-  40 46 56.62368(N)    079 51 06.33283(W) AD(       ) 1
 KX2126  NAD 27      -  40 46 56.39120(N)    079 51 07.13570(W) AD(       ) 1
 KX2126
 KX2126.Superseded values are not recommended for survey control.
 KX2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2126.See file dsdata.txt to determine how the superseded data were derived.
 KX2126
 KX2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF9688715235(NAD 83)
 KX2126_MARKER: DS = TRIANGULATION STATION DISK
 KX2126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2126
 KX2126  HISTORY     - Date     Condition        Report By
 KX2126  HISTORY     - 1958     MONUMENTED       CGS
 KX2126  HISTORY     - 1975     GOOD             NGS
 KX2126
 KX2126                          STATION DESCRIPTION
 KX2126
 KX2126'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2126'THE STATION IS APPROXIMATELY 6.0 MILES SOUTHEAST OF BUTLER, 1.0 MILE
 KX2126'NORTHWEST OF THE VILLAGE OF JEFFERSON CENTER, ON THE HIGHEST
 KX2126'POINT OF A PROMINENT HILL AND ON THE PROPERTY OF MR. JOHN VESELICH.
 KX2126'
 KX2126'TO REACH FROM THE INTERSECTION OF MAIN AND JEFFERSON STREETS IN
 KX2126'BUTLER, GO SOUTH ON MAIN STREET FOR 0.25 MILE TO THE JUNCTION
 KX2126'WITH STATE HIGHWAY 356. TURN LEFT ON HIGHWAY 356 FOR 1.35 MILES TO A
 KX2126'CROSSROAD. CONTINUE STRAIGHT AHEAD, SOUTHEAST, ON STATE
 KX2126'HIGHWAY 308 FOR 5.35 MILES TO A PAVED ROAD RIGHT, JUST BEFORE
 KX2126'REACHING THE VILLAGE OF JEFFERSON CENTER. TURN RIGHT ON PAVED
 KX2126'ROAD FOR 0.65 MILE TO A CROSSROAD. TURN RIGHT, NORTHERLY, FOR 0.3
 KX2126'MILE TO THE AZIMUTH MARK ON LEFT, CONTINUE STRAIGHT AHEAD
 KX2126'FOR 0.15 MILE TO A GRAVEL DRIVE LEFT AND HOME OF MR. VESELICH.
 KX2126'TURN LEFT INTO DRIVE AND GO WESTERLY, PASSING TO THE RIGHT OF BARN,
 KX2126'FOR 0.05 MILE TO A WIRE GAP. PASS THROUGH GAP, TURN RIGHT,
 KX2126'NORTHERLY, ALONG POWER LINE FOR 0.05 MILE TO TOP OF HILL AND STATION.
 KX2126'
 KX2126'STATION MARKS ARE STANDARD DISKS STAMPED JEFERSON 1958. THE SURFACE
 KX2126'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 KX2126'INCHES. IT IS 87 FEET EAST-NORTHEAST OF THE NORTHEAST LEG OF POWER
 KX2126'LINE TOWER, 42 FEET SOUTHEAST OF A 16-INCH OAK TREE AND 18
 KX2126'FEET SOUTH OF EAST-WEST FENCE LINE. A STANDARD WITNESS POST WAS SET 4
 KX2126'FEET NORTHEAST OF THE MARK. THE UNDERGROUND DISK IS SET IN
 KX2126'AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE SURFACE OF THE
 KX2126'GROUND.
 KX2126'
 KX2126'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED JEFFERSON NO 1 1958, IS
 KX2126'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH. IT IS 52
 KX2126'FEET SOUTH OF THE EAST-WEST FENCE LINE AND ON THE EAST-SOUTHEAST
 KX2126'SLOPE OF HILL ABOUT 5 FEET LOWER THAN THE STATION MARK.
 KX2126'
 KX2126'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JEFFERSON NO 2 1958, IS
 KX2126'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES. IT IS 5
 KX2126'FEET NORTH-NORTHEAST OF THE NORTHEAST LEG OF POWER LINE TOWER AND ON
 KX2126'THE WEST SLOPE OF HILL ABOUT 1 FOOT LOWER THAN THE STATION
 KX2126'MARK.
 KX2126'
 KX2126'AZIMUTH MARK, A STANDARD DISK STAMPED JEFFERSON 1958, IS SET IN A
 KX2126'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 17 FEET
 KX2126'WEST OF THE CENTER OF PAVED ROAD AND 2 FEET NORTHWEST OF FENCE POST
 KX2126'IN THE SOUTHEAST CORNER OF CULTIVATED FIELD. A STANDARD
 KX2126'WITNESS POST WAS SET 2 FEET EAST-NORTHEAST OF THE MARK.
 KX2126
 KX2126                          STATION RECOVERY (1975)
 KX2126
 KX2126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KX2126'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 KX2126'AS DESCRIBED IN THE 1958 DESCRIPTION.  A NEW WITNESS POST WAS SET
 KX2126'17.5 FEET NORTH OF THE STATION MARK.
 KX2126'
 KX2126'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SE OF
 KX2126'BUTLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0215 ***********************************************************************
 ND0215  DESIGNATION -  JEFFERSON
 ND0215  PID         -  ND0215
 ND0215  STATE/COUNTY-  PA/ERIE
 ND0215  USGS QUAD   -  ERIE SOUTH (1996)
 ND0215
 ND0215                         *CURRENT SURVEY CONTROL
 ND0215  ___________________________________________________________________
 ND0215* NAD 83(1992)-  42 06 15.36127(N)    080 03 48.04210(W)     ADJUSTED  
 ND0215* NAVD 88     -       255.     (meters)     837.     (feet)  SCALED    
 ND0215  ___________________________________________________________________
 ND0215  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 ND0215  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 ND0215
 ND0215  HORZ ORDER  -  FIRST
 ND0215
 ND0215.The horizontal coordinates were established by classical geodetic methods
 ND0215.and adjusted by the National Geodetic Survey in June 2002..
 ND0215
 ND0215.The orthometric height was scaled from a topographic map.
 ND0215
 ND0215.The Laplace correction was computed from DEFLEC99 derived deflections.
 ND0215
 ND0215.The geoid height was determined by GEOID03.
 ND0215
 ND0215;                    North         East     Units Scale Factor Converg.
 ND0215;SPC PA N     -   217,742.059   408,668.070   MT  1.00002868   -1 31 49.3
 ND0215;SPC PA N     -   714,375.41  1,340,771.83   sFT  1.00002868   -1 31 49.3
 ND0215;UTM  17      - 4,661,777.430   577,445.129   MT  0.99967380   +0 37 40.9
 ND0215
 ND0215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ND0215!SPC PA N     -   0.99996549  x   1.00002868  =   0.99999417
 ND0215!UTM  17      -   0.99996549  x   0.99967380  =   0.99963930
 ND0215
 ND0215:                Primary Azimuth Mark                     Grid Az
 ND0215:SPC PA N     -  ERIE GENERAL ELECTRIC CO STACK           033 14 54.2
 ND0215:UTM  17      -  ERIE GENERAL ELECTRIC CO STACK           031 05 24.0
 ND0215
 ND0215|---------------------------------------------------------------------|
 ND0215| PID    Reference Object                     Distance      Geod. Az  |
 ND0215|                                                           dddmmss.s |
 ND0215| ND0179 ERIE GENERAL ELECTRIC CO STACK      APPROX. 5.6 KM 0314304.9 |
 ND0215| CZ9565 JEFFERSON RM 1                       47.564 METERS 19254     |
 ND0215| ND0227 ERIE ECC                            APPROX.11.2 KM 2450125.6 |
 ND0215| ND0230 AIRPORT BEACON PORT ERIE            APPROX.10.5 KM 2535331.3 |
 ND0215| DA1685 JEFFERSON RM 2                       31.455 METERS 26008     |
 ND0215| ND0223 ERIE ST JOSEPHS CATH CH SPIRE       APPROX. 1.5 KM 3052519.8 |
 ND0215| ND0221 ERIE CATH PREP SCHOOL SPIRE         APPROX. 3.0 KM 3190039.0 |
 ND0215| CZ9564 JEFFERSON AZ MK                                    3252410.0 |
 ND0215|---------------------------------------------------------------------|
 ND0215
 ND0215                          SUPERSEDED SURVEY CONTROL
 ND0215
 ND0215  NAD 83(1996)-  42 06 15.36253(N)    080 03 48.04230(W) AD(       ) 1
 ND0215  NAD 83(1995)-  42 06 15.36497(N)    080 03 48.03912(W) AD(       ) 1
 ND0215  NAD 83(1986)-  42 06 15.36700(N)    080 03 48.03904(W) AD(       ) 1
 ND0215  NAD 27      -  42 06 15.16800(N)    080 03 48.84100(W) AD(       ) 1
 ND0215
 ND0215.Superseded values are not recommended for survey control.
 ND0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0215.See file dsdata.txt to determine how the superseded data were derived.
 ND0215
 ND0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG7744561777(NAD 83)
 ND0215_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 ND0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ND0215
 ND0215  HISTORY     - Date     Condition        Report By
 ND0215  HISTORY     - 1938     MONUMENTED       CGS
 ND0215
 ND0215                          STATION DESCRIPTION
 ND0215
 ND0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 ND0215'STATION IS IN CITY OF ERIE ON GROUNDS OF JEFFERSON SCHOOL, AT
 ND0215'INTERSECTION OF HOLLAND AND 38TH STS., MARK IS A 12- BY
 ND0215'12-INCH CONCRETE BLOCK SET FLUSH WITH LAWN, IS STAMPED JEFFERSON
 ND0215'1938, IS 32 FEET S OF NW CORNER OF SCHOOLHOUSE, 39 FEET
 ND0215'S OF SCHOOL DRIVEWAY, 89.5 FEET NW OF SW CORNER OF SCHOOLHOUSE, AND
 ND0215'104.8 FEET E OF TELEPHONE POLE NO. 9766E.
 ND0215'
 ND0215'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 ND0215'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A,
 ND0215'7A, AND 11C.
 ND0215'
 ND0215'REFERENCE MARK NO. 1 IS FLUSH IN SIDEWALK SW OF STATION, IS STAMPED
 ND0215'JEFFERSON RM NO. 1 1938, 0.65 FOOT SW OF NW EDGE OF
 ND0215'SIDEWALK, 33.5 FEET SE OF POLE NO. 9765E, 21 FEET E OF CENTER OF
 ND0215'HOLLAND ST., AND 5.8 FEET ENE OF EDGE OF CURB.  REFERENCE
 ND0215'MARK NO. 2 IS FLUSH IN SIDEWALK W OF STATION, IS STAMPED JEFFERSON RM
 ND0215'NO. 2 1938, IS 9.4 FEET NNW OF POLE NO. 9766E, 0.83 FOOT SE OF
 ND0215'INSIDE OF SIDEWALK, 22.7 FEET E OF MANHOLE IN CENTER OF HOLLAND ST.,
 ND0215'AND 10 FEET S OF CENTER OF SCHOOL DRIVEWAY.
 ND0215'
 ND0215'AZIMUTH MARK IS FLUSH IN SIDEWALK 0.15 MILE N OF STATION, IS STAMPED
 ND0215'JEFFERSON 1938, IS 112.2 FEET N OF INTERSECTION OF
 ND0215'HOLLAND AND 34TH STS., 102.2 FEET N OF CENTER OF 34TH ST., 72.5 FEET
 ND0215'N OF TELEPHONE POLE NO. E9732, 44 FEET WSW OF POLE NO. 9774E,
 ND0215'0.6 FOOT W OF E EDGE OF SIDEWALK, AND 6.5 FEET W OF CURB.
 ND0215'
 ND0215'TO REACH STATION, GO TO 38TH ST. BLVD. AND OLD FRENCH ROAD ON PAVED
 ND0215'HIGHWAY 6-19, SCHOOL, A LARGE NEW SCHOOL, IS ON L.
 ND0215'
 ND0215'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3113 ***********************************************************************
 KY3113  DESIGNATION -  JEFFERSON SW PWA TANK
 KY3113  PID         -  KY3113
 KY3113  STATE/COUNTY-  PA/WASHINGTON
 KY3113  USGS QUAD   -  ELLSWORTH (1979)
 KY3113
 KY3113                         *CURRENT SURVEY CONTROL
 KY3113  ___________________________________________________________________
 KY3113* NAD 83(1992)-  40 00 29.54486(N)    080 01 50.76354(W)     ADJUSTED  
 KY3113* NAVD 88     -                                                        
 KY3113  ___________________________________________________________________
 KY3113  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 KY3113  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KY3113
 KY3113  HORZ ORDER  -  THIRD
 KY3113
 KY3113.The horizontal coordinates were established by classical geodetic methods
 KY3113.and adjusted by the National Geodetic Survey in June 2002..
 KY3113
 KY3113
 KY3113.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3113
 KY3113.The geoid height was determined by GEOID03.
 KY3113
 KY3113;                    North         East     Units Scale Factor Converg.
 KY3113;SPC PA S     -    77,448.912   405,283.536   MT  0.99998914   -1 28 47.1
 KY3113;SPC PA S     -   254,096.97  1,329,667.73   sFT  0.99998914   -1 28 47.1
 KY3113;UTM  17      - 4,429,117.960   582,724.170   MT  0.99968424   +0 37 23.3
 KY3113
 KY3113                          SUPERSEDED SURVEY CONTROL
 KY3113
 KY3113  NAD 83(1995)-  40 00 29.54492(N)    080 01 50.76371(W) AD(       ) 4
 KY3113  NAD 83(1986)-  40 00 29.55152(N)    080 01 50.77111(W) AD(       ) 4
 KY3113  NAD 27      -  40 00 29.29358(N)    080 01 51.56727(W) AD(       ) 3
 KY3113
 KY3113.Superseded values are not recommended for survey control.
 KY3113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3113.See file dsdata.txt to determine how the superseded data were derived.
 KY3113
 KY3113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE8272429118(NAD 83)
 KY3113_MARKER: 53 = ELEVATED TANK
 KY3113
 KY3113  HISTORY     - Date     Condition        Report By
 KY3113  HISTORY     - 1969     FIRST OBSERVED   DMA
 KY3113
 KY3113                          STATION DESCRIPTION
 KY3113
 KY3113'DESCRIBED BY DEFENSE MAP AGENCY 1969 (WOK)
 KY3113'JEFFERSON, SOUTHWESTERN PENNSYLVANIA WATER AUTHORITY TANK IS
 KY3113'LOCATED ON A GRASS COVERED KNOLL, ABOUT 5 MILES NORTH OF
 KY3113'JEFFERSON, 0.1 MILE EAST OF STATE HIGHWAY 917 AND ABOUT 400 FEET
 KY3113'WEST-SOUTHWEST OF THE OLD BUCKINGHAM CEMETERY.
 KY3113'
 KY3113'A METAL SPHERICAL TYPE TANK, 180 FEET IN HEIGHT, WHITE IN COLOR
 KY3113'AND HAS TWO VENTS ON TOP.
 KY3113'
 KY3113'POINT INTERSECTED, WAS TOP-CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2012 ***********************************************************************
 KX2012  DESIGNATION -  JELLISON
 KX2012  PID         -  KX2012
 KX2012  STATE/COUNTY-  PA/WESTMORELAND
 KX2012  USGS QUAD   -  BLAIRSVILLE (1981)
 KX2012
 KX2012                         *CURRENT SURVEY CONTROL
 KX2012  ___________________________________________________________________
 KX2012* NAD 83(1992)-  40 24 07.16971(N)    079 19 55.95115(W)     ADJUSTED  
 KX2012* NAVD 88     -       445.     (meters)    1460.     (feet)  SCALED    
 KX2012  ___________________________________________________________________
 KX2012  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 KX2012  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KX2012
 KX2012  HORZ ORDER  -  THIRD
 KX2012
 KX2012.The horizontal coordinates were established by classical geodetic methods
 KX2012.and adjusted by the National Geodetic Survey in June 2002..
 KX2012
 KX2012.The orthometric height was scaled from a topographic map.
 KX2012
 KX2012.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2012
 KX2012.The geoid height was determined by GEOID03.
 KX2012
 KX2012;                    North         East     Units Scale Factor Converg.
 KX2012;SPC PA S     -   119,861.494   465,697.301   MT  0.99995986   -1 01 35.5
 KX2012;SPC PA S     -   393,245.58  1,527,875.23   sFT  0.99995986   -1 01 35.5
 KX2012;UTM  17      - 4,473,711.174   641,527.082   MT  0.99984656   +1 04 52.1
 KX2012
 KX2012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2012!SPC PA S     -   0.99993538  x   0.99995986  =   0.99989524
 KX2012!UTM  17      -   0.99993538  x   0.99984656  =   0.99978195
 KX2012
 KX2012:                Primary Azimuth Mark                     Grid Az
 KX2012:SPC PA S     -  HILLSIDE SOUTH BASE                      129 58 07.8
 KX2012:UTM  17      -  HILLSIDE SOUTH BASE                      127 51 40.2
 KX2012
 KX2012|---------------------------------------------------------------------|
 KX2012| PID    Reference Object                     Distance      Geod. Az  |
 KX2012|                                                           dddmmss.s |
 KX2012| KX2015 HILLSIDE SOUTH BASE                 APPROX. 6.9 KM 1285632.3 |
 KX2012|---------------------------------------------------------------------|
 KX2012
 KX2012                          SUPERSEDED SURVEY CONTROL
 KX2012
 KX2012  NAD 83(1986)-  40 24 07.17405(N)    079 19 55.95753(W) AD(       ) 3
 KX2012  NAD 27      -  40 24 06.92678(N)    079 19 56.82628(W) AD(       ) 3
 KX2012
 KX2012.Superseded values are not recommended for survey control.
 KX2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2012.See file dsdata.txt to determine how the superseded data were derived.
 KX2012
 KX2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE4152773711(NAD 83)
 KX2012_MARKER: DD = SURVEY DISK
 KX2012_SETTING: 0 = UNSPECIFIED SETTING
 KX2012_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX2012
 KX2012  HISTORY     - Date     Condition        Report By
 KX2012  HISTORY     - 1899     MONUMENTED       USGS
 KX2012
 KX2012                          STATION DESCRIPTION
 KX2012
 KX2012'DESCRIBED BY US GEOLOGICAL SURVEY 1899 (AHT)
 KX2012'ON SHARP BARE HILL NEAR SALEM CHURCH, 5.0 MI SW. OF BLAIRSVILLE.  LAND
 KX2012'IS OWNED BY MR. JELLISON, WHO LIVES ON N. SIDE OF HILL.
 KX2012'
 KX2012'STATION MARK--  SANDSTONE POST 36 BY 8 BY 8-IN., SET 30 IN. IN GROUND,
 KX2012'IN CENTER OF TOP OF WHICH IS CEMENTED A STANDARD DISK
 KX2012'MARKED---U S GEOLOGICAL SURVEY-PENNSYLVANIA---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1526 ***********************************************************************
 KV1526  DESIGNATION -  JENKS LAFCOL
 KV1526  PID         -  KV1526
 KV1526  STATE/COUNTY-  PA/NORTHAMPTON
 KV1526  USGS QUAD   -  EASTON (1994)
 KV1526
 KV1526                         *CURRENT SURVEY CONTROL
 KV1526  ___________________________________________________________________
 KV1526* NAD 83(1986)-  40 41 45.     (N)    075 12 29.     (W)     SCALED    
 KV1526* NAVD 88     -        95.259  (meters)     312.53   (feet)  ADJUSTED  
 KV1526  ___________________________________________________________________
 KV1526  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KV1526  DYNAMIC HT  -          95.215 (meters)     312.38  (feet)  COMP
 KV1526  MODELED GRAV-     980,159.8   (mgal)                       NAVD 88
 KV1526
 KV1526  VERT ORDER  -  SECOND    CLASS 0
 KV1526
 KV1526.The horizontal coordinates were scaled from a topographic map and have
 KV1526.an estimated accuracy of +/- 6 seconds.
 KV1526
 KV1526.The orthometric height was determined by differential leveling
 KV1526.and adjusted by the National Geodetic Survey in June 1991..
 KV1526
 KV1526.The geoid height was determined by GEOID03.
 KV1526
 KV1526.The dynamic height is computed by dividing the NAVD 88
 KV1526.geopotential number by the normal gravity value computed on the
 KV1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1526.degrees latitude (g = 980.6199 gals.).
 KV1526
 KV1526.The modeled gravity was interpolated from observed gravity values.
 KV1526
 KV1526;                    North         East    Units  Estimated Accuracy
 KV1526;SPC PA S     -   154,380.      814,810.      MT  (+/- 180 meters Scaled)
 KV1526
 KV1526                          SUPERSEDED SURVEY CONTROL
 KV1526
 KV1526  NGVD 29 (??/??/??)   95.492  (m)          313.29   (f) ADJUSTED    2 0
 KV1526
 KV1526.Superseded values are not recommended for survey control.
 KV1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1526.See file dsdata.txt to determine how the superseded data were derived.
 KV1526
 KV1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL824050(NAD 83)
 KV1526_MARKER: DS = TRIANGULATION STATION DISK
 KV1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1526+STABILITY: SURFACE MOTION
 KV1526
 KV1526  HISTORY     - Date     Condition        Report By
 KV1526  HISTORY     - 1935     MONUMENTED       LAFCO
 KV1526  HISTORY     - 1935     GOOD             CGS
 KV1526  HISTORY     - 1984     GOOD             USPSQD
 KV1526  HISTORY     - 20020105 MARK NOT FOUND   USPSQD
 KV1526
 KV1526                          STATION DESCRIPTION
 KV1526
 KV1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1526'AT EASTON.
 KV1526'AT EASTON, NORTHAMPTON COUNTY, ON THE LAFEYETTE COLLEGE CAMPUS,
 KV1526'ABOUT 100 FEET NORTHEAST OF THE NORTHEAST CORNER OF JENKS HALL OF
 KV1526'BIOLOGY, UNDER LOW-HANGING BRANCHES, 8.8 FEET SOUTHWEST OF A
 KV1526'12-INCH COMMON PERSIMMON TREE, 20.6 FEET NORTHEAST OF A 20-INCH
 KV1526'WEEPING WILLOW TREE, IN AN OPEN HOLE, AND ABOUT 3 INCHES BELOW
 KV1526'GROUND.  A LAFEYETTE COLLEGE STANDARD TRIANGULATION-STATION DISK
 KV1526'SET IN THE TOP OF A CONCRETE POST.
 KV1526
 KV1526                          STATION RECOVERY (1984)
 KV1526
 KV1526'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV1526'RECOVERED IN GOOD CONDITION.
 KV1526
 KV1526                          STATION RECOVERY (2002)
 KV1526
 KV1526'RECOVERY NOTE BY US POWER SQUADRON 2002 (DHS)
 KV1526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2001 ***********************************************************************
 KX2001  DESIGNATION -  JENNERSTOWN ATT RELAY TOWER
 KX2001  PID         -  KX2001
 KX2001  STATE/COUNTY-  PA/SOMERSET
 KX2001  USGS QUAD   -  LIGONIER (1977)
 KX2001
 KX2001                         *CURRENT SURVEY CONTROL
 KX2001  ___________________________________________________________________
 KX2001* NAD 83(1992)-  40 10 51.23901(N)    079 07 45.38447(W)     ADJUSTED  
 KX2001* NAVD 88     -                                                        
 KX2001  ___________________________________________________________________
 KX2001  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 KX2001  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 KX2001
 KX2001  HORZ ORDER  -  THIRD
 KX2001
 KX2001.The horizontal coordinates were established by classical geodetic methods
 KX2001.and adjusted by the National Geodetic Survey in June 2002..
 KX2001
 KX2001
 KX2001.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2001
 KX2001.The geoid height was determined by GEOID03.
 KX2001
 KX2001;                    North         East     Units Scale Factor Converg.
 KX2001;SPC PA S     -    95,026.448   482,538.154   MT  0.99997053   -0 53 41.5
 KX2001;SPC PA S     -   311,765.94  1,583,127.26   sFT  0.99997053   -0 53 41.5
 KX2001;UTM  17      - 4,449,513.528   659,267.271   MT  0.99991227   +1 12 26.1
 KX2001
 KX2001                          SUPERSEDED SURVEY CONTROL
 KX2001
 KX2001  NAD 83(1995)-  40 10 51.24199(N)    079 07 45.38688(W) AD(       ) 4
 KX2001  NAD 83(1986)-  40 10 51.24179(N)    079 07 45.38247(W) AD(       ) 4
 KX2001  NAD 27      -  40 10 50.97060(N)    079 07 46.29231(W) AD(       ) 3
 KX2001
 KX2001.Superseded values are not recommended for survey control.
 KX2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2001.See file dsdata.txt to determine how the superseded data were derived.
 KX2001
 KX2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE5926749514(NAD 83)
 KX2001_MARKER: 55 = TOWER
 KX2001
 KX2001  HISTORY     - Date     Condition        Report By
 KX2001  HISTORY     - 1967     FIRST OBSERVED   CGS
 KX2001
 KX2001                          STATION DESCRIPTION
 KX2001
 KX2001'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2001'STATION IS THE TOP CENTER OF THE TALLEST OF TWO TOWERS.  IT IS THE
 KX2001'NORTH ONE AND 376 FEET IN HEIGHT.  IT IS LOCATED ABOUT 1-1/5
 KX2001'MILES NORTHWEST OF JENNERSTOWN AND JUST NORTH OF U.S. HIGHWAY 30.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ2007 ***********************************************************************
 LZ2007  DESIGNATION -  JENNINGS
 LZ2007  PID         -  LZ2007
 LZ2007  STATE/COUNTY-  PA/BRADFORD
 LZ2007  USGS QUAD   -  ULSTER (1969)
 LZ2007
 LZ2007                         *CURRENT SURVEY CONTROL
 LZ2007  ___________________________________________________________________
 LZ2007* NAD 83(1992)-  41 45 36.69258(N)    076 30 12.11719(W)     ADJUSTED  
 LZ2007* NAVD 88     -       477.8    (meters)    1568.     (feet)  VERTCON   
 LZ2007  ___________________________________________________________________
 LZ2007  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 LZ2007  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 LZ2007
 LZ2007  HORZ ORDER  -  FIRST
 LZ2007
 LZ2007.The horizontal coordinates were established by classical geodetic methods
 LZ2007.and adjusted by the National Geodetic Survey in June 2002..
 LZ2007
 LZ2007.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ2007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ2007
 LZ2007.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ2007
 LZ2007.The geoid height was determined by GEOID03.
 LZ2007
 LZ2007;                    North         East     Units Scale Factor Converg.
 LZ2007;SPC PA N     -   177,715.750   703,665.266   MT  0.99997470   +0 49 28.9
 LZ2007;SPC PA N     -   583,055.76  2,308,608.46   sFT  0.99997470   +0 49 28.9
 LZ2007;UTM  18      - 4,624,243.326   375,026.796   MT  0.99979219   -1 00 05.0
 LZ2007
 LZ2007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ2007!SPC PA N     -   0.99993019  x   0.99997470  =   0.99990489
 LZ2007!UTM  18      -   0.99993019  x   0.99979219  =   0.99972239
 LZ2007
 LZ2007|---------------------------------------------------------------------|
 LZ2007| PID    Reference Object                     Distance      Geod. Az  |
 LZ2007|                                                           dddmmss.s |
 LZ2007| CB4448 JENNINGS RM 1                        39.369 METERS 14329     |
 LZ2007| CB4447 JENNINGS AZ MK                                     2080122.5 |
 LZ2007| CB4449 JENNINGS RM 2                        25.221 METERS 25635     |
 LZ2007|---------------------------------------------------------------------|
 LZ2007
 LZ2007                          SUPERSEDED SURVEY CONTROL
 LZ2007
 LZ2007  NAD 83(1996)-  41 45 36.69183(N)    076 30 12.11684(W) AD(       ) 1
 LZ2007  NAD 83(1986)-  41 45 36.69333(N)    076 30 12.11577(W) AD(       ) 1
 LZ2007  NAD 27      -  41 45 36.42373(N)    076 30 13.32007(W) AD(       ) 1
 LZ2007  NGVD 29 (07/19/86)  478.0    (m)         1568.     (f) VERT ANG       
 LZ2007
 LZ2007.Superseded values are not recommended for survey control.
 LZ2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ2007.See file dsdata.txt to determine how the superseded data were derived.
 LZ2007
 LZ2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM7502724243(NAD 83)
 LZ2007_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ2007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ2007
 LZ2007  HISTORY     - Date     Condition        Report By
 LZ2007  HISTORY     - 1929     MONUMENTED       CGS
 LZ2007  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LZ2007  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LZ2007
 LZ2007                          STATION DESCRIPTION
 LZ2007
 LZ2007'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 LZ2007'THIS STATION IS IN BRADFORD COUNTY, ABOUT 4 MILES WSW OF TOWANDA ON
 LZ2007'THE SUMMIT OF THE HIGHEST HILL IN THIS VICINITY, ON THE LAND OF
 LZ2007'BENJAMIN JENNINGS.  THE STATION IS JUST N OF THE S BROW OF THE HILL,
 LZ2007'SET IN THE S EDGE OF THE WOODS THAT COVER THE HILL TO THE
 LZ2007'NORTHWARD.  THE HILL TO THE S OF THE STATION IS BARE AND HAS BEEN
 LZ2007'CULTIVATED.
 LZ2007'
 LZ2007'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, AS DESCRIBED
 LZ2007'IN NOTE 1A.  IT IS 15 FEET W OF THE N END OF A STONE FENCE AND
 LZ2007'PROJECTS ABOUT 9 INCHES ABOVE THE SURFACE OF THE GROUND.
 LZ2007'
 LZ2007'UNDERGROUND MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE, AS
 LZ2007'DESCRIBED IN NOTE 8A.
 LZ2007'
 LZ2007'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE AS
 LZ2007'DESCRIBED IN NOTE 11A.  REFERENCE MARK NO. 1 IS S OF THE STATION,
 LZ2007'OVER THE BROW OF THE HILL, ABOUT 8 FEET BELOW THE LEVEL OF THE
 LZ2007'STATION.  IT IS ABOUT 5 FEET W OF THE STONE FENCE AND PROJECTS
 LZ2007'ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.  REFERENCE MARK NO. 2
 LZ2007'IS W OF THE STATION AND OF ABOUT THE SAME ELEVATION.  IT IS SET
 LZ2007'IN THE S EDGE OF THE WOODS AND PROJECTS 9 INCHES ABOVE THE SURFACE OF
 LZ2007'THE GROUND.
 LZ2007'
 LZ2007'TO REACH THE STATION FROM TOWANDA GO W ON STATE STREET UP HILL AND
 LZ2007'STRAIGHT OUT OF TOWN PAST THE SCHOOLHOUSE FOR A DISTANCE OF 2.7
 LZ2007'MILES TO THE END OF THE PAVEMENT.  KEEP STRAIGHT AHEAD AT THE END OF
 LZ2007'THE PAVEMENT AND GO 1.0 MILE TO A LANE LEADING S JUST W OF MR.
 LZ2007'JENNINGS RED BARN.  TURN S IN THIS LANE AND GO 0.4 MILE TO A HAY
 LZ2007'BARN.  PASS HAY BARN ON RIGHT AND GO SE ABOUT 300 YARDS TO THE TOP
 LZ2007'OF THE RIDGE.  THEN GO NE TO A BOARD GATE, PASS THROUGH THE GATE AND
 LZ2007'CONTINUE ON IN A NORTHEASTERLY DIRECTION ABOUT 250 YARDS TO THE
 LZ2007'STATION IN THE NE CORNER OF THE OPEN FIELD.
 LZ2007'
 LZ2007'HEIGHT OF SIGNAL ABOVE STATION MARK - 14 METERS.
 LZ2007
 LZ2007                          STATION RECOVERY (1958)
 LZ2007
 LZ2007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ2007'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AND FOUND TO BE
 LZ2007'IN GOOD CONDITION.  THE DESCRIPTION AND ROUTE TO REACH THE
 LZ2007'STATION IS ADEQUATE FOR RECOVERY.  THE STATION WAS VISITED TO SHOW
 LZ2007'LIGHT FROM ONLY A 4 FT. STAND.
 LZ2007
 LZ2007                          STATION RECOVERY (1968)
 LZ2007
 LZ2007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WMJ)
 LZ2007'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED AS
 LZ2007'DESCRIBED IN 1929 AND FOUND TO BE IN GOOD CONDITION. AN AZIMUTH MARK
 LZ2007'WAS ESTABLISHED AT THIS TIME.  FOLLOWING IS A TO REACH AND
 LZ2007'MEASUREMENTS FOR THE AZIMUTH MARK.
 LZ2007'
 LZ2007'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ACROSS THE
 LZ2007'CLEARED FIELD FOR 0.2 MILE TO TWO POWERLINE POLES AND THE MARK.
 LZ2007'
 LZ2007'THE AZIMUTH MARK IS 6 FEET SOUTH OF POWERLINE POLE NO. 37 AND 6 FEET
 LZ2007'NORTH OF ANOTHER POWERLINE POLE.  THE MARK IS A STANDARD DISK SET
 LZ2007'IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH WITH THE GROUND AND IS
 LZ2007'STAMPED JENNINGS 1929 1968.  NOTE 16A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2203 ***********************************************************************
 MA2203  DESIGNATION -  JERRY
 MA2203  PID         -  MA2203
 MA2203  STATE/COUNTY-  PA/CLINTON
 MA2203  USGS QUAD   -  SINNEMAHONING (1977)
 MA2203
 MA2203                         *CURRENT SURVEY CONTROL
 MA2203  ___________________________________________________________________
 MA2203* NAD 83(1992)-  41 17 00.41336(N)    078 02 23.14846(W)     ADJUSTED  
 MA2203* NAVD 88     -       596.9    (meters)    1958.     (feet)  VERTCON   
 MA2203  ___________________________________________________________________
 MA2203  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 MA2203  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 MA2203
 MA2203  HORZ ORDER  -  THIRD
 MA2203
 MA2203.The horizontal coordinates were established by classical geodetic methods
 MA2203.and adjusted by the National Geodetic Survey in June 2002..
 MA2203
 MA2203.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2203
 MA2203.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2203
 MA2203.The geoid height was determined by GEOID03.
 MA2203
 MA2203;                    North         East     Units Scale Factor Converg.
 MA2203;SPC PA N     -   124,063.200   575,726.465   MT  0.99995956   -0 11 30.1
 MA2203;SPC PA N     -   407,030.68  1,888,862.58   sFT  0.99995956   -0 11 30.1
 MA2203;UTM  17      - 4,574,450.630   747,905.285   MT  1.00035642   +1 57 14.8
 MA2203;UTM  18      - 4,574,680.947   245,433.919   MT  1.00039762   -2 00 24.0
 MA2203
 MA2203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2203!SPC PA N     -   0.99991146  x   0.99995956  =   0.99987103
 MA2203!UTM  17      -   0.99991146  x   1.00035642  =   1.00026785
 MA2203!UTM  18      -   0.99991146  x   1.00039762  =   1.00030905
 MA2203
 MA2203|---------------------------------------------------------------------|
 MA2203| PID    Reference Object                     Distance      Geod. Az  |
 MA2203|                                                           dddmmss.s |
 MA2203| CK7566 JERRY RM 1                           31.397 METERS 00508     |
 MA2203| CK7567 JERRY RM 2                           23.752 METERS 10438     |
 MA2203| CK7565 JERRY AZ MK                                        1080622.0 |
 MA2203| MA2202 GROVE MT                            APPROX. 9.2 KM 3201101.9 |
 MA2203|---------------------------------------------------------------------|
 MA2203
 MA2203                          SUPERSEDED SURVEY CONTROL
 MA2203
 MA2203  NAD 83(1986)-  41 17 00.41091(N)    078 02 23.15047(W) AD(       ) 3
 MA2203  NAD 27      -  41 17 00.17997(N)    078 02 24.14995(W) AD(       ) 3
 MA2203  NGVD 29 (07/19/86)  597.1    (m)         1959.     (f) VERT ANG       
 MA2203
 MA2203.Superseded values are not recommended for survey control.
 MA2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2203.See file dsdata.txt to determine how the superseded data were derived.
 MA2203
 MA2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF4790574451(NAD 83)
 MA2203_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2203
 MA2203  HISTORY     - Date     Condition        Report By
 MA2203  HISTORY     - 1968     MONUMENTED       CGS
 MA2203
 MA2203                          STATION DESCRIPTION
 MA2203
 MA2203'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA2203'THE STATION IS LOCATED ABOUT 12 MILES WEST OF WESTPORT, 4 MILES SOUTH
 MA2203'EAST OF SINNEMAHONING, 1 MILE SOUTH OF U.S.  HIGHWAY 120 AND ON
 MA2203'STATE FOREST LAND.
 MA2203'
 MA2203'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 120 AND STATE
 MA2203'HIGHWAY 872, ABOUT 1/2 MILE EAST OF SINNEMAHONING, GO WEST ON U.S.
 MA2203'HIGHWAY 120 FOR 0.1 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT
 MA2203'CROSSING STEEL BRIDGE AND GO SOUTH ON A GRAVELED ROAD FOR 0.45 MILE
 MA2203'TO A FORK JUST AFTER CROSSING RAILROAD TRACKS, TAKE THE LEFT FORK AND
 MA2203'GO SOUTHEAST THEN WESTERLY ON JERRY RUN ROAD FOR 7.2 MILES TO A
 MA2203'T ROAD, TURN LEFT AND GO EASTERLY ON SAND ROCK ROAD FOR 1.0 MILE TO A
 MA2203'CROSSROAD, CONTINUE EASTERLY ON DUTCHMAN ROAD FOR 1.75 MILES TO
 MA2203'A SIDE ROAD ON THE LEFT, TURN LEFT AND GO NORTHWEST ON JERRY RIDGE
 MA2203'ROAD FOR 1.3 MILES TO A LARGE CLEARING AND THE SITE OF AN OLD
 MA2203'SAWMILL, CONTINUE ON JERRY RIDGE ROAD FOR 1.5 MILES TO A SIGN ON THE
 MA2203'RIGHT JACOB HOLLOW TR. AND ONE ON THE LEFT JERRY RIDGE TR., TURN LEFT
 MA2203'ON JERRY RIDGE TRAIL AND FOLLOW A DIM TRACK ROAD WEST AND SOUTH
 MA2203'FOR 1.25 MILES TO A 24 INCH TREE WITH A TRIANGULAR BLAZE AND THE
 MA2203'AZIMUTH MARK ON THE LEFT, CONTINUE NORTHWEST ON THE TRACK ROAD
 MA2203'FOR 0.1 MILE TO THE STATION.
 MA2203'
 MA2203'THE STATION MARK IS 17 FEET NORTH OF AN 8 INCH OAK TREE WITH A
 MA2203'TRIANGULAR BLAZE, 9 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 MA2203'TRACK ROAD AND 6.2 FEET NORTHWEST OF A METAL WITNESS POST.  IT IS A
 MA2203'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 MA2203'PROJECTING 6 INCHES AND IS STAMPED JERRY 1968.
 MA2203'
 MA2203'REFERENCE MARK NO. 1 IS 108 FEET NORTH OF THE METAL WITNESS POST AND
 MA2203'4.2 FEET NORTHEAST OF AN 8 INCH TREE WITH A TRIANGULAR BLAZE.
 MA2203'IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 MA2203'PROJECTS 12 INCHES AND IS STAMPED JERRY NO 1 1968.
 MA2203'
 MA2203'REFERENCE MARK NO. 2 IS 73 FEET EAST-SOUTHEAST OF THE METAL WITNESS
 MA2203'POST, 11 FEET WEST OF A 16 INCH TREE WITH A TRIANGULAR BLAZE
 MA2203'AND 7 FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF THE TRACK
 MA2203'ROAD.  IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER
 MA2203'THAT PROJECTS 18 INCHES AND IS STAMPED JERRY NO 2 1968.
 MA2203'
 MA2203'THE AZIMUTH MARK IS 75 FEET SOUTHEAST OF A 24 INCH OAK TREE WITH A
 MA2203'TRIANGULAR BLAZE, 50 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 MA2203'TRACK ROAD AND 2 FEET WEST-NORTHWEST OF A METAL WITNESS POST.  IT IS
 MA2203'A STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 MA2203'6 INCHES AND IS STAMPED JERRY 1968.
 MA2203'
 MA2203'NOTE- ALL MARKS ARE PAINTED RED.
 MA2203'
 MA2203'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1732 ***********************************************************************
 LZ1732  DESIGNATION -  JERSEY
 LZ1732  PID         -  LZ1732
 LZ1732  STATE/COUNTY-  PA/LYCOMING
 LZ1732  USGS QUAD   -  LINDEN (1973)
 LZ1732
 LZ1732                         *CURRENT SURVEY CONTROL
 LZ1732  ___________________________________________________________________
 LZ1732* NAD 83(1992)-  41 12 31.08989(N)    077 13 42.25090(W)     ADJUSTED  
 LZ1732* NAVD 88     -       165.3    (meters)     542.     (feet)  VERTCON   
 LZ1732  ___________________________________________________________________
 LZ1732  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 LZ1732  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 LZ1732
 LZ1732  HORZ ORDER  -  SECOND
 LZ1732
 LZ1732.The horizontal coordinates were established by classical geodetic methods
 LZ1732.and adjusted by the National Geodetic Survey in June 2002..
 LZ1732
 LZ1732.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1732
 LZ1732.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1732
 LZ1732.The geoid height was determined by GEOID03.
 LZ1732
 LZ1732;                    North         East     Units Scale Factor Converg.
 LZ1732;SPC PA N     -   115,846.109   643,744.121   MT  0.99996345   +0 20 42.2
 LZ1732;SPC PA N     -   380,071.78  2,112,017.17   sFT  0.99996345   +0 20 42.2
 LZ1732;UTM  18      - 4,564,312.220   313,173.801   MT  1.00002959   -1 28 06.6
 LZ1732
 LZ1732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1732!SPC PA N     -   0.99997930  x   0.99996345  =   0.99994276
 LZ1732!UTM  18      -   0.99997930  x   1.00002959  =   1.00000889
 LZ1732
 LZ1732|---------------------------------------------------------------------|
 LZ1732| PID    Reference Object                     Distance      Geod. Az  |
 LZ1732|                                                           dddmmss.s |
 LZ1732| CK7570 JERSEY RM 1                          19.322 METERS 10323     |
 LZ1732| CK7568 JERSEY AZ MK                                       1941646.0 |
 LZ1732| CK7571 JERSEY RM 2                          13.579 METERS 22208     |
 LZ1732| CK7569 JERSEY AZ MK 2                                     2265455.2 |
 LZ1732|---------------------------------------------------------------------|
 LZ1732
 LZ1732                          SUPERSEDED SURVEY CONTROL
 LZ1732
 LZ1732  NAD 83(1986)-  41 12 31.08638(N)    077 13 42.24662(W) AD(       ) 2
 LZ1732  NAD 27      -  41 12 30.82020(N)    077 13 43.35750(W) AD(       ) 2
 LZ1732  NGVD 29 (07/19/86)  165.5    (m)          543.     (f) VERT ANG       
 LZ1732
 LZ1732.Superseded values are not recommended for survey control.
 LZ1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1732.See file dsdata.txt to determine how the superseded data were derived.
 LZ1732
 LZ1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL1317464312(NAD 83)
 LZ1732_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1732
 LZ1732  HISTORY     - Date     Condition        Report By
 LZ1732  HISTORY     - 1958     MONUMENTED       CGS
 LZ1732  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LZ1732
 LZ1732                          STATION DESCRIPTION
 LZ1732
 LZ1732'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ1732'THE STATION IS APPROXIMATELY 1.4 MILES EAST OF JERSEY SHORE, 0.5 MILE
 LZ1732'SOUTH OF THE SUSQUEHANNA RIVER AT A SMALL AIRPORT ON LAND OWNED BY
 LZ1732'MR. J.E. WEAVER.
 LZ1732'
 LZ1732'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 220 AND STATE HIGHWAY 44
 LZ1732'IN JERSEY SHORE, GO EAST-SOUTHEAST ON HIGHWAY 44 FOR 1.1 MILES TO A
 LZ1732'SIDEROAD LEFT JUST AFTER CROSSING A STEEL BRIDGE, (CONTINUE STRAIGHT
 LZ1732'AHEAD FOR 0.65 MILE TO A TWO STORY BRICK HOUSE ON THE LEFT AND A
 LZ1732'SIDE FIELD ROAD ON THE RIGHT, AND AZIMUTH ON THE RIGHT AT A PEPSI
 LZ1732'COLA SIGN), TURN LEFT FOR 100 FEET TO FORKS, TAKE RIGHT FORK AND
 LZ1732'GO 0.6 MILE TO AIRPORT BUILDING ON THE RIGHT, CONTINUE STRAIGHT AHEAD
 LZ1732'FOR 0.1 MILE TO WHERE ROAD TURNS TO THE LEFT AND STATION ON THE
 LZ1732'RIGHT.
 LZ1732'
 LZ1732'STATION MARKS ARE STANDARD DISKS STAMPED JERSEY 1958.  THE SURFACE
 LZ1732'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 LZ1732'GROUND.  IT IS 18 FEET SOUTH-SOUTHEAST OF THE CENTER OF GRAVEL ROAD
 LZ1732'AND 49 FEET SOUTHWEST OF THE SOUTHWEST END OF FIELD.  THE
 LZ1732'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 34 INCHES
 LZ1732'BELOW THE SURFACE OF THE GROUND.
 LZ1732'
 LZ1732'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED JERSEY NO 1 1958, IS
 LZ1732'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 LZ1732'IT IS 12 FEET SOUTHWEST OF THE SOUTHWEST END OF FIELD AND 87 FEET
 LZ1732'SOUTH-SOUTHEAST OF THE CENTER OF GRAVEL ROAD.
 LZ1732'
 LZ1732'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JERSEY NO 2 1958, IS
 LZ1732'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 LZ1732'IT IS 14 FEET SOUTH-SOUTHEAST OF THE CENTER OF GRAVEL ROAD.
 LZ1732'
 LZ1732'AZIMUTH MARK, A STANDARD DISK STAMPED JERSEY 1958, IS SET IN A SQUARE
 LZ1732'CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 20 FEET NORTH OF THE
 LZ1732'CENTER OF FIELD ROAD, 59 FEET WEST OF THE CENTER OF STATE HIGHWAY 44
 LZ1732'AND 7 FEET WEST-NORTHWEST OF A 6 INCH TREE.  A STANDARD WITNESS POST
 LZ1732'WAS SET 2 FEET NORTH OF THE MARK.
 LZ1732
 LZ1732                          STATION RECOVERY (1969)
 LZ1732
 LZ1732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LZ1732'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE
 LZ1732'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 LZ1732'
 LZ1732'A AZIMUTH MARK WAS ESTABLISHED AT THIS TIME BECAUSE OF A HOUSE ON
 LZ1732'LINE TO THE 1958 AZIMUTH MARK.  THIS MARK WILL SEE FROM A 37 FOOT
 LZ1732'TOWER.
 LZ1732'*
 LZ1732'AZIMUTH MARK 2 IS A STANDARD DISK STAMPED JERSEY
 LZ1732'1958 NO 2 1969, SET IN TOP OF A 12 X 12 INCH CONCRETE MONUMENT WHICH
 LZ1732'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE AND DESCRIBED BY NOTE
 LZ1732'16A.  IT IS 2.0 FEET NORTH OF A WITNESS POST, 6.0 FEET EAST OF THE
 LZ1732'RIVER BANK AND 13.0 FEET WEST OF THE CENTER OF THE FARM ROAD.
 LZ1732'
 LZ1732'TO REACH THE AZIMUTH MARK 2 FROM THE STATION, GO SOUTHWEST ON THE
 LZ1732'GRAVELED ROAD FOR 0.7 MILE TO A T-ROAD, TURN RIGHT AND GO NORTHWEST
 LZ1732'ON THE GRAVELED ROAD FOR 0.1 MILE TO THE AZIMUTH MARK 2 ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1606 ***********************************************************************
 JW1606  DESIGNATION -  JESSUP
 JW1606  PID         -  JW1606
 JW1606  STATE/COUNTY-  PA/GREENE
 JW1606  USGS QUAD   -  CARMICHAELS (1988)
 JW1606
 JW1606                         *CURRENT SURVEY CONTROL
 JW1606  ___________________________________________________________________
 JW1606* NAD 83(1992)-  39 55 48.32813(N)    079 56 01.17413(W)     ADJUSTED  
 JW1606* NAVD 88     -       235.2    (meters)     772.     (feet)  VERTCON   
 JW1606  ___________________________________________________________________
 JW1606  X           -     856,086.769 (meters)                     COMP
 JW1606  Y           -  -4,822,451.201 (meters)                     COMP
 JW1606  Z           -   4,072,166.091 (meters)                     COMP
 JW1606  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 JW1606  ELLIP HEIGHT-         202.22  (meters)          (06/21/02) GPS OBS
 JW1606  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 JW1606
 JW1606  HORZ ORDER  -  FIRST
 JW1606  ELLP ORDER  -  FOURTH    CLASS I
 JW1606
 JW1606.The horizontal coordinates were established by GPS observations
 JW1606.and adjusted by the National Geodetic Survey in June 2002..
 JW1606
 JW1606.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1606
 JW1606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JW1606
 JW1606.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1606
 JW1606.The ellipsoidal height was determined by GPS observations
 JW1606.and is referenced to NAD 83.
 JW1606
 JW1606.The geoid height was determined by GEOID03.
 JW1606
 JW1606;                    North         East     Units Scale Factor Converg.
 JW1606;SPC PA S     -    68,568.547   413,357.799   MT  1.00000051   -1 25 00.3
 JW1606;SPC PA S     -   224,961.97  1,356,158.05   sFT  1.00000051   -1 25 00.3
 JW1606;UTM  17      - 4,420,542.321   591,116.200   MT  0.99970221   +0 41 04.1
 JW1606
 JW1606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1606!SPC PA S     -   0.99996828  x   1.00000051  =   0.99996879
 JW1606!UTM  17      -   0.99996828  x   0.99970221  =   0.99967050
 JW1606
 JW1606                          SUPERSEDED SURVEY CONTROL
 JW1606
 JW1606  NAD 83(1995)-  39 55 48.32832(N)    079 56 01.17432(W) AD(       ) 1
 JW1606  NAD 83(1992)-  39 55 48.33505(N)    079 56 01.18131(W) AD(       ) 1
 JW1606  NGVD 29 (02/08/94)  235.4    (m)          772.     (f) GPS OBS        
 JW1606
 JW1606.Superseded values are not recommended for survey control.
 JW1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1606.See file dsdata.txt to determine how the superseded data were derived.
 JW1606
 JW1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE9111620542(NAD 83)
 JW1606_MARKER: DD = SURVEY DISK
 JW1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1606_SP_SET: CONCRETE POST
 JW1606_STAMPING: JESSOP 1989
 JW1606_MARK LOGO: USE   
 JW1606_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JW1606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1606+STABILITY: SURFACE MOTION
 JW1606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW1606+SATELLITE: SATELLITE OBSERVATIONS - 1989
 JW1606
 JW1606  HISTORY     - Date     Condition        Report By
 JW1606  HISTORY     - 1989     MONUMENTED       HARTMN
 JW1606
 JW1606                          STATION DESCRIPTION
 JW1606
 JW1606'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1606'LOCATED ON THE LEFT BANK OF THE MONONGAHELA RIVER OPPPOSITE RIVER MILE
 JW1606'72.8, IN CUMBERLAND TOWNSHIP, GREENE COUNTY, PENNSYLVANIA.
 JW1606'THE STATION IS SOUTH OF THE FORMER JACOBS FERRY CROSSING AND NORTH OF
 JW1606'THE MOUTH OF MUDDY CREEK.
 JW1606'TO REACH - FROM THE TOWN SQUARE IN THE VILLAGE OF CARMICHAELS, PROCEED
 JW1606'NORTHEASTERLY OVER VARIOUS TOWNSHIP ROADS FOR ABOUT 3.5 MI (5.63 KM)
 JW1606'TO THE RIVER AT THE FORMER FERRY CROSSING.
 JW1606'THE STATION IS LOCATED ON PROPERTY OF THE JESSOP BOAT CLUB AND ITS
 JW1606'LOCATION IS KNOWN BY THE CLUB CARETAKER, MR. FRANK BOCZAR (PHONE
 JW1606'412-966-8937) WHO LIVES AT THE SITE.  THE STATION IS ABOUT 80 FT
 JW1606'(24.38 M) (24.4 MT) RIVERWARD FROM THE CENTER DOORWAY OF THE CLUB
 JW1606'BUILDING. THE STATION IS ALSO 4 FT (1.22 M) (1.2 MT) SOUTH OF THE
 JW1606'EAST END OF THE METAL AND CONCRETE STEPS WHICH LEAD FROM THE CLUB
 JW1606'BUILDING TO THE RIVER BANK.
 JW1606'THE STATION IS A STANDARD BRASS CORPS OF ENGINEERS DISK SET IN A
 JW1606'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.
 JW1606'THE STATION IS SOUTH 35 DEGREES 29 MINUTES 44 SECONDS WEST, A DISTANCE
 JW1606'OF 917.453 FT (279.640 M) (279.640 MT) (GRID BASE) FROM BENCHMARK
 JW1606'MR72RA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3846 ***********************************************************************
 KV3846  DESIGNATION -  JIM THORPE MAUCH CHUNK LOT
 KV3846  PID         -  KV3846
 KV3846  STATE/COUNTY-  PA/CARBON
 KV3846  USGS QUAD   -  LEHIGHTON (1997)
 KV3846
 KV3846                         *CURRENT SURVEY CONTROL
 KV3846  ___________________________________________________________________
 KV3846* NAD 83(1992)-  40 52 25.28165(N)    075 41 58.03110(W)     ADJUSTED  
 KV3846* NAVD 88     -                                                        
 KV3846  ___________________________________________________________________
 KV3846  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 KV3846  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KV3846
 KV3846  HORZ ORDER  -  THIRD
 KV3846
 KV3846.The horizontal coordinates were established by classical geodetic methods
 KV3846.and adjusted by the National Geodetic Survey in June 2002..
 KV3846
 KV3846
 KV3846.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3846
 KV3846.The geoid height was determined by GEOID03.
 KV3846
 KV3846;                    North         East     Units Scale Factor Converg.
 KV3846;SPC PA N     -    80,563.837   772,836.201   MT  1.00000157   +1 21 23.5
 KV3846;SPC PA N     -   264,316.52  2,535,546.77   sFT  1.00000157   +1 21 23.5
 KV3846;SPC PA S     -   173,043.901   772,834.248   MT  0.99998671   +1 19 49.4
 KV3846;SPC PA S     -   567,728.20  2,535,540.36   sFT  0.99998671   +1 19 49.4
 KV3846;UTM  18      - 4,524,970.958   441,062.555   MT  0.99964275   -0 27 27.8
 KV3846
 KV3846                          SUPERSEDED SURVEY CONTROL
 KV3846
 KV3846  NAD 83(1996)-  40 52 25.28174(N)    075 41 58.03413(W) AD(       ) 4
 KV3846  NAD 83(1986)-  40 52 25.28124(N)    075 41 58.03421(W) AD(       ) 4
 KV3846  NAD 27      -  40 52 24.94994(N)    075 41 59.34767(W) AD(       ) 3
 KV3846
 KV3846.Superseded values are not recommended for survey control.
 KV3846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3846.See file dsdata.txt to determine how the superseded data were derived.
 KV3846
 KV3846_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL4106324971(NAD 83)
 KV3846_MARKER: 57 = LOOKOUT TOWER
 KV3846
 KV3846  HISTORY     - Date     Condition        Report By
 KV3846  HISTORY     - 1969     FIRST OBSERVED   CGS
 KV3846  HISTORY     - 20030907 GOOD             INDIV
 KV3846
 KV3846                          STATION DESCRIPTION
 KV3846
 KV3846'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 KV3846'TWO MILES SOUTHEAST OF STATE HIGHWAY 93, 3 MILES EAST OF JIM THORPE,
 KV3846'4-1/4 MILES NORTH-NORTHEAST OF LEHIGHTON AND ON
 KV3846'TOP OF BEAR MOUNTAIN.
 KV3846'
 KV3846'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION THORPE,
 KV3846'DISTANCE BEING 77.90 FEET 23.744 METERS NORTHEAST OF STATION
 KV3846'THORPE.  POINT INTERSECTED AND TRAVERSED TO WAS THE APPROXIMATE
 KV3846'CENTER OF THE BASE OF THE LOOKOUT TOWER.  THE STRUCTURE IS BUILT
 KV3846'OF WOOD SUPPORTED BY 4 STEEL LEGS ABOUT 65 FEET HIGH.
 KV3846
 KV3846                          STATION RECOVERY (2003)
 KV3846
 KV3846'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (ZKM)
 KV3846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1117 ***********************************************************************
 KX1117  DESIGNATION -  JJ 196
 KX1117  PID         -  KX1117
 KX1117  STATE/COUNTY-  PA/FAYETTE
 KX1117  USGS QUAD   -  DONEGAL (1993)
 KX1117
 KX1117                         *CURRENT SURVEY CONTROL
 KX1117  ___________________________________________________________________
 KX1117* NAD 83(1986)-  40 02 30.     (N)    079 24 13.     (W)     SCALED    
 KX1117* NAVD 88     -       429.164  (meters)    1408.02   (feet)  ADJUSTED  
 KX1117  ___________________________________________________________________
 KX1117  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 KX1117  DYNAMIC HT  -         428.910 (meters)    1407.18  (feet)  COMP
 KX1117  MODELED GRAV-     980,020.4   (mgal)                       NAVD 88
 KX1117
 KX1117  VERT ORDER  -  SECOND    CLASS 0
 KX1117
 KX1117.The horizontal coordinates were scaled from a topographic map and have
 KX1117.an estimated accuracy of +/- 6 seconds.
 KX1117
 KX1117.The orthometric height was determined by differential leveling
 KX1117.and adjusted by the National Geodetic Survey in June 1991..
 KX1117
 KX1117.The geoid height was determined by GEOID03.
 KX1117
 KX1117.The dynamic height is computed by dividing the NAVD 88
 KX1117.geopotential number by the normal gravity value computed on the
 KX1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1117.degrees latitude (g = 980.6199 gals.).
 KX1117
 KX1117.The modeled gravity was interpolated from observed gravity values.
 KX1117
 KX1117;                    North         East    Units  Estimated Accuracy
 KX1117;SPC PA S     -    79,970.      458,890.      MT  (+/- 180 meters Scaled)
 KX1117
 KX1117                          SUPERSEDED SURVEY CONTROL
 KX1117
 KX1117  NGVD 29 (??/??/92)  429.314  (m)         1408.51   (f) ADJ UNCH    2 0
 KX1117
 KX1117.Superseded values are not recommended for survey control.
 KX1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1117.See file dsdata.txt to determine how the superseded data were derived.
 KX1117
 KX1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE361336(NAD 83)
 KX1117_MARKER: DD = SURVEY DISK
 KX1117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1117_SP_SET: BRIDGE
 KX1117_STAMPING: JJ 196 1943
 KX1117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1117
 KX1117  HISTORY     - Date     Condition        Report By
 KX1117  HISTORY     - 1943     MONUMENTED       PADT
 KX1117  HISTORY     - 1954     GOOD             NGS
 KX1117  HISTORY     - 19980101 GOOD             USE
 KX1117
 KX1117                          STATION DESCRIPTION
 KX1117
 KX1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KX1117'4.8 MI SW FROM JONES MILLS.
 KX1117'4.85 MILES SOUTHWEST ALONG STATE HIGHWAY 381 - 711 FROM THE
 KX1117'JUNCTION OF STATE HIGHWAY 31 AT JONES MILLS, ABOUT 145 YARDS NORTH
 KX1117'OF DAVISTOWN EVANGELICAL CHURCH, IN THE TOP OF THE NORTHWEST END
 KX1117'OF THE SOUTHEAST WING WALL OF A 10-FOOT CONCRETE BRIDGE OVER
 KX1117'WASH RUN, 20 FEET EAST OF CENTER LINE OF HIGHWAY, 1/2 FOOT
 KX1117'EAST OF CONCRETE RAILING AND ABOUT LEVEL WITH HIGHWAY.  NOTE-- MARK
 KX1117'IS ABOUT 4.85 MILES NORTHEAST ALONG STATE HIGHWAY 381 - 711 FROM
 KX1117'THEIR JUNCTION AT NORMALVILLE.
 KX1117
 KX1117                          STATION RECOVERY (1998)
 KX1117
 KX1117'RECOVERY NOTE BY US ENGINEERS 1998 (JL)
 KX1117'THE DISK IS A PENNSYLVANIA DEPARTMENT OF HIGHWAYS (PDH) DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3127 ***********************************************************************
 KW3127  DESIGNATION -  JOAN
 KW3127  PID         -  KW3127
 KW3127  STATE/COUNTY-  PA/CUMBERLAND
 KW3127  USGS QUAD   -  HARRISBURG WEST (1987)
 KW3127
 KW3127                         *CURRENT SURVEY CONTROL
 KW3127  ___________________________________________________________________
 KW3127* NAD 83(1992)-  40 18 58.88272(N)    076 57 04.37728(W)     ADJUSTED  
 KW3127* NAVD 88     -       340.9    (meters)    1118.     (feet)  VERTCON   
 KW3127  ___________________________________________________________________
 KW3127  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 KW3127  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 KW3127
 KW3127  HORZ ORDER  -  SECOND
 KW3127
 KW3127.The horizontal coordinates were established by classical geodetic methods
 KW3127.and adjusted by the National Geodetic Survey in June 2002..
 KW3127
 KW3127.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW3127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW3127
 KW3127.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3127
 KW3127.The geoid height was determined by GEOID03.
 KW3127
 KW3127;                    North         East     Units Scale Factor Converg.
 KW3127;SPC PA S     -   109,456.706   667,891.940   MT  0.99996224   +0 31 05.7
 KW3127;SPC PA S     -   359,109.21  2,191,242.14   sFT  0.99996224   +0 31 05.7
 KW3127;UTM  18      - 4,464,697.517   334,210.678   MT  0.99993835   -1 15 45.9
 KW3127
 KW3127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3127!SPC PA S     -   0.99995188  x   0.99996224  =   0.99991413
 KW3127!UTM  18      -   0.99995188  x   0.99993835  =   0.99989024
 KW3127
 KW3127|---------------------------------------------------------------------|
 KW3127| PID    Reference Object                     Distance      Geod. Az  |
 KW3127|                                                           dddmmss.s |
 KW3127| KW3128 ENOLA TV STATION WTPA MAST           86.037 METERS 11432     |
 KW3127| KW1205 MCBRIDE                             APPROX. 2.5 KM 1315928.9 |
 KW3127| KW3122 ENOLA MUNICIPAL STANDPIPE           APPROX. 2.7 KM 1415556.9 |
 KW3127| CB4454 JOAN RM 1                             9.208 METERS 22322     |
 KW3127| CB4455 JOAN RM 2                             7.804 METERS 28116     |
 KW3127|---------------------------------------------------------------------|
 KW3127
 KW3127                          SUPERSEDED SURVEY CONTROL
 KW3127
 KW3127  NAD 83(1986)-  40 18 58.87871(N)    076 57 04.37783(W) AD(       ) 2
 KW3127  NAD 27      -  40 18 58.56980(N)    076 57 05.46940(W) AD(       ) 2
 KW3127  NGVD 29 (07/19/86)  341.1    (m)         1119.     (f) VERT ANG       
 KW3127
 KW3127.Superseded values are not recommended for survey control.
 KW3127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3127.See file dsdata.txt to determine how the superseded data were derived.
 KW3127
 KW3127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK3421164698(NAD 83)
 KW3127_MARKER: DS = TRIANGULATION STATION DISK
 KW3127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3127_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW3127+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2004
 KW3127
 KW3127  HISTORY     - Date     Condition        Report By
 KW3127  HISTORY     - 1960     MONUMENTED       CGS
 KW3127  HISTORY     - 1970     GOOD             LOCENG
 KW3127  HISTORY     - 1976     GOOD             PADT
 KW3127  HISTORY     - 20040410 GOOD             GEOCAC
 KW3127
 KW3127                          STATION DESCRIPTION
 KW3127
 KW3127'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW3127'THE STATION IS LOCATED ON A MOUNTAIN LOCALLY KNOWN AS BLUE MOUNTAIN,
 KW3127'ABOUT 3.0 MILES SOUTHWEST OF MARYSVILLE, 1-1/2 MILES
 KW3127'NORTH-NORTHWEST OF ENOLA, ABOUT 350 FEET NORTH-NORTHWEST OF
 KW3127'HARRISBURG, TV STATION WTPA TRANSMITTING STATION AND ON WTPA
 KW3127'PROPERTY.
 KW3127'
 KW3127'TO REACH THE STATION FROM THE WEST END OF THE HARVEY TAYLOR BRIDGE,
 KW3127'WHICH SPANS THE SUSQUEHANNA RIVER AND ABOUT 1.0 MILE WEST OF
 KW3127'HARRISBURG AND THE JUNCTION OF U.S. HIGHWAYS 11, 22 AND 15, GO NORTH
 KW3127'ON U.S. HIGHWAYS 11 AND 15 FOR 1.42 MILES TO THE JUNCTION OF
 KW3127'U.S. HIGHWAYS 11, 15 AND STATE HIGHWAY 944.  CONTINUE STRAIGHT AHEAD,
 KW3127'NORTH, ON U.S. HIGHWAYS 11 AND 15 FOR 2.50 MILES TO THE
 KW3127'INTERSECTION OF VALLEY STREET WITH U.S. HIGHWAYS 11 AND 15.  TURN
 KW3127'LEFT AND GO WEST ON VALLEY STREET FOR 1.72 MILES TO A BLACKTOP
 KW3127'STREET ON THE RIGHT, NORTH, SIDE OF VALLEY STREET.  TURN RIGHT
 KW3127'AND GO NORTH ON A BLACKTOP STREET FOR 0.34 MILE TO A T-ROAD
 KW3127'INTERSECTION, CONTINUE STRAIGHT AHEAD NORTH ON A BLACKTOP
 KW3127'STREET FOR 0.17 MILE TO A CROSSROAD, CONTINUE STRAIGHT AHEAD NORTH,
 KW3127'THENCE NORTHEAST AND NORTH ON A BLACKTOP ROAD FOR 0.24 MILE
 KW3127'TO THE END OF BLACKTOP AT THE SOUTH EDGE OF TIMBER, CONTINUE NORTH
 KW3127'ON A GRAVELED ROAD, UPHILL FOR 0.58 MILE TO A FORK AND A TV
 KW3127'TRANSMITTING STATION AND TOWERS ON THE LEFT.  TAKE THE LEFT FORK AND
 KW3127'GO NORTHWEST ON A TRACK ROAD FOR 0.1 MILE TO THE TOP OF THE
 KW3127'MOUNTAIN AND THE STATION WHICH IS ABOUT MIDWAY BETWEEN TWO GUY
 KW3127'CABLES WHICH RUN NORTH-NORTHWEST FROM THE TALL TOWER.
 KW3127'
 KW3127'THE STATION MARK, A STANDARD DISK STAMPED JOAN 1960, IS SET IN THE
 KW3127'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 KW3127'THE SURFACE OF THE GROUND.  IT IS 17.0 FEET NORTHWEST OF THE
 KW3127'SOUTHEAST ONE OF TWO GUY CABLES AND 8.6 FEET SOUTHEAST OF
 KW3127'THE NORTHWEST ONE OF TWO GUY CABLES.
 KW3127'
 KW3127'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED JOAN NO 1 1960, IS SET
 KW3127'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH
 KW3127'PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 33.0
 KW3127'FEET WEST OF THE SOUTHEAST ONE OF TWO GUY CABLES AND IS
 KW3127'ABOUT 12 INCHES HIGHER THAN THE STATION.
 KW3127'
 KW3127'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JOAN NO 2 1960, IS SET
 KW3127'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 KW3127'PROJECTS ABOUT 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 7.6
 KW3127'FEET NORTHWEST OF THE NORTHWEST ONE OF TWO GUY CABLES AND IS
 KW3127'ABOUT 12 INCHES HIGHER THAN THE STATION.
 KW3127'
 KW3127'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.  THE TV STATION
 KW3127'WTPA, MAST HAS BEEN INTERSECTED AND MAY BE USED AS AN AZIMUTH
 KW3127'MARK.
 KW3127'
 KW3127'A TRAVERSE CONNECTION WAS NOT MADE FROM TRIANGULATION STATION JOAN TO
 KW3127'TV STATION WTPA MAST DUE TO DIFFICULTY IN GETTING AN
 KW3127'ACCURATE MEASUREMENT.
 KW3127'
 KW3127'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KW3127
 KW3127                          STATION RECOVERY (1970)
 KW3127
 KW3127'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (JEP)
 KW3127'JOAN 1960 GOOD
 KW3127'JOAN NO. 1 1960 GOOD
 KW3127'JOAN NO. 2 1960 GOOD
 KW3127'
 KW3127'TENTH LINE OF DESCRIPTION SHOULD READ-
 KW3127'STREET ON THE RIGHT TOWER ROAD (NORTH SIDE OF VALLEY STREET).  TURN
 KW3127'RIGHT AND GO NORTH ON A BLACK
 KW3127'
 KW3127'23RD LINE OF DESCRIPITION SHOULD READ-
 KW3127'A 10-INCH SQUARE CONCRETE MONUMENT, WHICH
 KW3127'IS FLUSH WITH THE SURFACE OF THE GROUND. (JOAN NO.1 1960)
 KW3127'
 KW3127'RECOVERED BY GANNETT FLEMING CORDDRY AND CARPENTER INC., CONSULTING
 KW3127'ENGINEERS, P.O. BOX 1963, HARRISBURG, PA.
 KW3127'17105.
 KW3127
 KW3127                          STATION RECOVERY (1976)
 KW3127
 KW3127'RECOVERY NOTE BY PA DEPT OF TRANSP 1976 (EEB)
 KW3127'JOAN 1960 RECOVERED GOOD.
 KW3127'
 KW3127'RM NO. 1 NOT SEARCHED FOR.
 KW3127'
 KW3127'RM NO. 2 NOT SEARCHED FOR.
 KW3127'
 KW3127'DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES N.N.W. OF
 KW3127'ENOLA.
 KW3127
 KW3127                          STATION RECOVERY (2004)
 KW3127
 KW3127'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW3127'STATION MARK FOUND AS DESCRIBED BUT IS LEANING TO THE EAST AT
 KW3127'APPROXIMATALY 5 DEGREES. REFERENCE MARK NO. 2 FOUND AS DESCRIBED.
 KW3127'REFERENCE MARK NO. 1 NOT FOUND--NEW GUY CABLE FOUNDATION INSTALLATION
 KW3127'MAY HAVE DESTROYED IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1930 ***********************************************************************
 LZ1930  DESIGNATION -  JOE
 LZ1930  PID         -  LZ1930
 LZ1930  STATE/COUNTY-  PA/SULLIVAN
 LZ1930  USGS QUAD   -  SONESTOWN (1981)
 LZ1930
 LZ1930                         *CURRENT SURVEY CONTROL
 LZ1930  ___________________________________________________________________
 LZ1930* NAD 83(1992)-  41 21 29.39750(N)    076 36 39.25270(W)     ADJUSTED  
 LZ1930* NAVD 88     -       564.     (meters)    1850.     (feet)  SCALED    
 LZ1930  ___________________________________________________________________
 LZ1930  LAPLACE CORR-           5.31  (seconds)                    DEFLEC99
 LZ1930  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 LZ1930
 LZ1930  HORZ ORDER  -  SECOND
 LZ1930
 LZ1930.The horizontal coordinates were established by classical geodetic methods
 LZ1930.and adjusted by the National Geodetic Survey in June 2002..
 LZ1930
 LZ1930.The orthometric height was scaled from a topographic map.
 LZ1930
 LZ1930.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1930
 LZ1930.The geoid height was determined by GEOID03.
 LZ1930
 LZ1930;                    North         East     Units Scale Factor Converg.
 LZ1930;SPC PA N     -   132,947.193   695,310.605   MT  0.99995737   +0 45 12.8
 LZ1930;SPC PA N     -   436,177.58  2,281,198.21   sFT  0.99995737   +0 45 12.8
 LZ1930;UTM  18      - 4,579,769.935   365,254.304   MT  0.99982345   -1 03 52.5
 LZ1930
 LZ1930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1930!SPC PA N     -   0.99991665  x   0.99995737  =   0.99987403
 LZ1930!UTM  18      -   0.99991665  x   0.99982345  =   0.99974012
 LZ1930
 LZ1930:                Primary Azimuth Mark                     Grid Az
 LZ1930:SPC PA N     -  EAGLES MERE MUN STANDPIPE                025 52 04.8
 LZ1930:UTM  18      -  EAGLES MERE MUN STANDPIPE                027 41 10.1
 LZ1930
 LZ1930|---------------------------------------------------------------------|
 LZ1930| PID    Reference Object                     Distance      Geod. Az  |
 LZ1930|                                                           dddmmss.s |
 LZ1930| LZ1921 EAGLES MERE MUN STANDPIPE           APPROX. 7.0 KM 0263717.6 |
 LZ1930| LZ1923 EAGLES MERE ATT MICROWAVE TWR       APPROX. 7.7 KM 0455859.8 |
 LZ1930| CB4456 JOE AZ MK                                          0801832.9 |
 LZ1930| LZ1927 NORTH MOUNTAIN FIRE TOWER 2         APPROX. 6.4 KM 1322347.8 |
 LZ1930| CB4457 JOE RM 1                             25.375 METERS 18118     |
 LZ1930| CB4458 JOE RM 2                             19.424 METERS 29449     |
 LZ1930|---------------------------------------------------------------------|
 LZ1930
 LZ1930                          SUPERSEDED SURVEY CONTROL
 LZ1930
 LZ1930  NAD 83(1986)-  41 21 29.39563(N)    076 36 39.25059(W) AD(       ) 2
 LZ1930  NAD 27      -  41 21 29.11397(N)    076 36 40.42111(W) AD(       ) 2
 LZ1930
 LZ1930.Superseded values are not recommended for survey control.
 LZ1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1930.See file dsdata.txt to determine how the superseded data were derived.
 LZ1930
 LZ1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL6525479770(NAD 83)
 LZ1930_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1930
 LZ1930  HISTORY     - Date     Condition        Report By
 LZ1930  HISTORY     - 1958     MONUMENTED       CGS
 LZ1930
 LZ1930                          STATION DESCRIPTION
 LZ1930
 LZ1930'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ1930'THE STATION IS APPROXIMATELY 4.0 MILES SOUTH-SOUTHWEST OF EAGLES
 LZ1930'MERE, 1.0 MILE WEST OF TROUT RUN CREEK AND 1.0 MILE SOUTH OF
 LZ1930'HUNTERS LAKE ON A TIMBERED HILL LOCALLY KNOWN AS JOE HILL AND ON THE
 LZ1930'PROPERTY OF MR. CHARLEY FYFE.
 LZ1930'
 LZ1930'TO REACH FROM THE POST OFFICE IN PICTURE ROCKS GO NORTHEAST ON U.S.
 LZ1930'HIGHWAY 220 FOR 7.1 MILES TO PAVED SIDE ROAD LEFT, TURN LEFT AND GO
 LZ1930'0.1 MILE TO SMALL BRIDGE, CONTINUE NORTHERLY ON PAVED ROAD FOR 1.1
 LZ1930'MILES TO FORKS, KEEP LEFT FORK, CROSSING SMALL BRIDGE AND
 LZ1930'GO 2.95 MILES TO DIRT SIDE ROAD LEFT, TURN LEFT AND GO 0.05 MILE TO
 LZ1930'LANE LEFT BETWEEN STONE PILLARS (EAGLES MERE FARMS) AND
 LZ1930'LOCKED GATE, PASS THROUGH GATE AND CONTINUE ON FARM LANE FOR 0.15
 LZ1930'MILE TO FARM HOUSE AND BARN, PASS BETWEEN HOUSE AND BARN AND
 LZ1930'CONTINUE UPHILL ON BLADED ROAD FOR 0.35 MILE TO FIELD
 LZ1930'ENTRANCE AT TOP OF RIDGE AND TRIANGULAR BLAZE ON TREE ON LEFT, TURN
 LZ1930'SHARP RIGHT AND FOLLOW FIELD ROAD WESTERLY FOR 0.15 MILE
 LZ1930'TO WOODS LINE AND OPENING IN OLD FENCE LINE, (FOUR WHEEL DRIVE FROM
 LZ1930'HERE IN WET WEATHER) CONTINUE WESTERLY, UPHILL FOR ABOUT 0.1 MILE TO
 LZ1930'OPENING AT TOP OF HILL AND THE STATION.
 LZ1930'
 LZ1930'STATION MARKS ARE STANDARD DISKS STAMPED JOE 1958.  THE SURFACE DISK
 LZ1930'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 LZ1930'42-1/2 FEET SOUTHEAST OF AN 18-INCH TREE WITH TRIANGULAR BLAZE, 35
 LZ1930'FEET WEST-SOUTHWEST OF AN 8-INCH TREE WITH TRIANGULAR BLAZE AND 32
 LZ1930'FEET EAST-NORTHEAST OF AN 8-INCH TREE WITH TRIANGULAR BLAZE.  A
 LZ1930'STANDARD WITNESS POST WAS SET 3 FEET WEST-SOUTHWEST OF THE MARK.
 LZ1930'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 22
 LZ1930'INCHES BELOW THE SURFACE OF THE GROUND.
 LZ1930'
 LZ1930'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED JOE NO 1 1958,
 LZ1930'CEMENTED IN A DRILL HOLE IN A 6 FEET BY 4 FEET BOULDER WHICH
 LZ1930'PROJECTS 12 INCHES ON ITS SOUTH SIDE.  IT IS 31-1/2 FEET SOUTHEAST OF
 LZ1930'A 6-INCH TREE WITH TRIANGULAR BLAZE, AND ON SOUTH SLOPE OF HILL AND
 LZ1930'ABOUT 2 FEET LOWER THAN THE STATION.
 LZ1930'
 LZ1930'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED JOE NO 2 1958,
 LZ1930'CEMENTED IN A DRILL HOLE IN A 6 FEET BY 8 FEET IRREGULAR
 LZ1930'SHAPED BOULDER WHICH PROJECTS 18 INCHES.  IT IS 25 FEET WEST OF AN
 LZ1930'18-INCH TREE WITH TRIANGULAR BLAZE AND 50 FEET NORTHWEST OF AN
 LZ1930'8-INCH TREE WITH TRIANGULAR BLAZE.
 LZ1930'
 LZ1930'AZIMUTH MARK IS A STANDARD DISK STAMPED JOE 1958, SET IN A SQUARE
 LZ1930'CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 20 FEET EAST-NORTHEAST
 LZ1930'OF CENTER LINE OF PAVED ROAD AND 3 FEET NORTH OF TELEPHONE LINE POLE.
 LZ1930'A STANDARD WITNESS POST WAS SET 1 FOOT EAST OF THE MARK.
 LZ1930'
 LZ1930'TO REACH THE AZIMUTH MARK FROM THE LOCKED GATE MENTIONED ABOVE, GO
 LZ1930'SOUTH ON PAVED ROAD FOR 0.2 MILE TO THE MARK ON THE
 LZ1930'LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2247 ***********************************************************************
 MA2247  DESIGNATION -  JOHN
 MA2247  PID         -  MA2247
 MA2247  STATE/COUNTY-  PA/ELK
 MA2247  USGS QUAD   -  RIDGWAY (1988)
 MA2247
 MA2247                         *CURRENT SURVEY CONTROL
 MA2247  ___________________________________________________________________
 MA2247* NAD 83(1992)-  41 29 52.95811(N)    078 44 04.28634(W)     ADJUSTED  
 MA2247* NAVD 88     -       546.8    (meters)    1794.     (feet)  VERTCON   
 MA2247  ___________________________________________________________________
 MA2247  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 MA2247  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 MA2247
 MA2247  HORZ ORDER  -  SECOND
 MA2247
 MA2247.The horizontal coordinates were established by classical geodetic methods
 MA2247.and adjusted by the National Geodetic Survey in June 2002..
 MA2247
 MA2247.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2247
 MA2247.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2247
 MA2247.The geoid height was determined by GEOID03.
 MA2247
 MA2247;                    North         East     Units Scale Factor Converg.
 MA2247;SPC PA N     -   148,322.114   517,798.783   MT  0.99995783   -0 39 04.7
 MA2247;SPC PA N     -   486,620.14  1,698,811.51   sFT  0.99995783   -0 39 04.7
 MA2247;UTM  17      - 4,596,524.795   689,094.696   MT  1.00004005   +1 30 05.5
 MA2247
 MA2247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2247!SPC PA N     -   0.99991924  x   0.99995783  =   0.99987708
 MA2247!UTM  17      -   0.99991924  x   1.00004005  =   0.99995929
 MA2247
 MA2247|---------------------------------------------------------------------|
 MA2247| PID    Reference Object                     Distance      Geod. Az  |
 MA2247|                                                           dddmmss.s |
 MA2247| CK7573 JOHN RM 1                             9.051 METERS 01731     |
 MA2247| CK7574 JOHN RM 2                            15.732 METERS 10110     |
 MA2247| CK7572 JOHN AZ MK                                         2274435.0 |
 MA2247|---------------------------------------------------------------------|
 MA2247
 MA2247                          SUPERSEDED SURVEY CONTROL
 MA2247
 MA2247  NAD 83(1986)-  41 29 52.95960(N)    078 44 04.28741(W) AD(       ) 2
 MA2247  NAD 27      -  41 29 52.73816(N)    078 44 05.18684(W) AD(       ) 2
 MA2247  NGVD 29 (07/19/86)  546.9    (m)         1794.     (f) VERT ANG       
 MA2247
 MA2247.Superseded values are not recommended for survey control.
 MA2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2247.See file dsdata.txt to determine how the superseded data were derived.
 MA2247
 MA2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF8909596525(NAD 83)
 MA2247_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2247_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MA2247
 MA2247  HISTORY     - Date     Condition        Report By
 MA2247  HISTORY     - 1968     MONUMENTED       CGS
 MA2247  HISTORY     - 20040428 POOR             USPSQD
 MA2247
 MA2247                          STATION DESCRIPTION
 MA2247
 MA2247'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA2247'THE STATION IS LOCATED ABOUT 6 MILES SOUTH-SOUTHWEST OF WILCOX, 5-1/2
 MA2247'MILES NORTH OF RIDGWAY, 3-1/4 MILES WEST OF JOHNSONBURG AND ON
 MA2247'THE PROPERTY OF MR. JOHN A. JOHNSON.
 MA2247'
 MA2247'TO REACH THE STATION FROM THE POST OFFICE IN WILCOX GO SOUTH ON U.S.
 MA2247'HIGHWAY 219 FOR 3.1 MILES TO A SIDE ROAD ON THE RIGHT, TURN RIGHT
 MA2247'AND GO WESTERLY ON A MACADAM ROAD FOR 0.15 MILE TO A FORK JUST AFTER
 MA2247'CROSSING A STEEL BRIDGE, TAKE THE RIGHT FORK AND CONTINUE
 MA2247'WESTERLY ON THE MACADAM ROAD FOR 1.55 MILES TO A SIDE ROAD ON THE
 MA2247'LEFT JUST BEFORE CROSSING A CONCRETE BRIDGE, CROSS THE
 MA2247'BRIDGE AND CONTINUE WESTERLY FOR 2.45 MILES TO A SIDE ROAD ON THE
 MA2247'LEFT JUST AFTER CROSSING A CONCRETE BRIDGE, CONTINUE WESTERLY ON THE
 MA2247'MACADAM ROAD FOR 0.4 MILE TO A DRIVEWAY ON THE LEFT, (TO REACH
 MA2247'THE AZIMUTH MARK FROM THIS POINT CONTINUE WEST ON THE MACADAM ROAD
 MA2247'FOR 0.25 MILE TO THE MARK ON THE LEFT AT THE JUNCTION OF
 MA2247'STATE ROUTE 948) TURN LEFT AND GO SOUTH ON THE DRIVEWAY TO A BARN,
 MA2247'KEEP TO THE RIGHT AND PASS THE BARN ON THE WEST SIDE THEN CONTINUE
 MA2247'SOUTH ACROSS THE FIELD FOR 0.2 MILE TO THREE LARGE POWER LINE POLES
 MA2247'AND THE STATION.
 MA2247'
 MA2247'THE STATION MARK IS 42.7 FEET SOUTH-SOUTHEAST OF POLE NO. RV 33, 37
 MA2247'FEET SOUTH OF POLE NO. RV 33A AND 34 FEET SOUTH- SOUTHWEST OF
 MA2247'POLE NO. RV 33B.  IT IS A STANDARD DISK SET IN THE TOP OF A ROUND
 MA2247'CONCRETE MONUMENT PROJECTING 4 INCHES AND IS STAMPED JOHN 1968.
 MA2247'
 MA2247'REFERENCE MARK NO. 1 IS 31 FEET SOUTHEAST OF POLE NO. RV 33A AND 4
 MA2247'FEET SOUTH-SOUTHWEST OF POLE NO. RV 33B.  IT IS A STANDARD DISK
 MA2247'SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 3 INCHES AND
 MA2247'IS STAMPED JOHN NO 1 1968.
 MA2247'
 MA2247'REFERENCE MARK NO. 2 IS 59 FEET SOUTH-SOUTHEAST OF POLE NO. RV 33B.
 MA2247'IT IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 MA2247'PROJECTING 3 INCHES AND IS STAMPED JOHN NO 2 1968.
 MA2247'
 MA2247'THE AZIMUTH MARK IS 60 FEET EAST OF THE APPROXIMATE CENTER OF THE
 MA2247'JUNCTION OF STATE ROUTE 948 AND THE MACADAM ROAD, 25 FEET NORTH OF
 MA2247'THE NORTH SIDE OF A SMALL METAL BUILDING, 17 FEET SOUTHEAST OF AN 18
 MA2247'INCH TREE AND 2 FEET SOUTH OF A POWER LINE POLE.  IT IS A
 MA2247'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING
 MA2247'3 INCHES AND IS STAMPED JOHN 1968.
 MA2247'
 MA2247'HEIGHT OF LIGHT ABOVE STATION MARK - 1.3 METERS.
 MA2247
 MA2247                          STATION RECOVERY (2004)
 MA2247
 MA2247'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA2247'STATION POST LEANS. RM 1 FOUND GOOD RM 2 NOT FOUND, BELIEVED TO BE
 MA2247'BURIED UNDER TREE SLASHINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2365 ***********************************************************************
 KX2365  DESIGNATION -  JOHN
 KX2365  PID         -  KX2365
 KX2365  STATE/COUNTY-  PA/CAMBRIA
 KX2365  USGS QUAD   -  NANTY GLO (1984)
 KX2365
 KX2365                         *CURRENT SURVEY CONTROL
 KX2365  ___________________________________________________________________
 KX2365* NAD 83(1992)-  40 27 48.80372(N)    078 46 10.24927(W)     ADJUSTED  
 KX2365* NAVD 88     -       638.9    (meters)    2096.     (feet)  VERTCON   
 KX2365  ___________________________________________________________________
 KX2365  X           -     946,500.695 (meters)                     COMP
 KX2365  Y           -  -4,766,864.515 (meters)                     COMP
 KX2365  Z           -   4,117,675.607 (meters)                     COMP
 KX2365  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 KX2365  ELLIP HEIGHT-         606.78  (meters)          (06/21/02) GPS OBS
 KX2365  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KX2365
 KX2365  HORZ ORDER  -  THIRD
 KX2365  ELLP ORDER  -  FOURTH    CLASS I
 KX2365
 KX2365.The horizontal coordinates were established by GPS observations
 KX2365.and adjusted by the National Geodetic Survey in June 2002..
 KX2365
 KX2365.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2365
 KX2365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KX2365
 KX2365.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2365
 KX2365.The ellipsoidal height was determined by GPS observations
 KX2365.and is referenced to NAD 83.
 KX2365
 KX2365.The geoid height was determined by GEOID03.
 KX2365
 KX2365;                    North         East     Units Scale Factor Converg.
 KX2365;SPC PA S     -   125,993.539   513,536.777   MT  0.99995953   -0 39 41.2
 KX2365;SPC PA S     -   413,363.80  1,684,828.58   sFT  0.99995953   -0 39 41.2
 KX2365;UTM  17      - 4,481,598.970   689,107.572   MT  1.00004022   +1 26 52.6
 KX2365
 KX2365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2365!SPC PA S     -   0.99990482  x   0.99995953  =   0.99986436
 KX2365!UTM  17      -   0.99990482  x   1.00004022  =   0.99994504
 KX2365
 KX2365                          SUPERSEDED SURVEY CONTROL
 KX2365
 KX2365  ELLIP H (01/27/92)  606.50   (m)                       GP(       ) 4 1
 KX2365  NAD 83(1986)-  40 27 48.81432(N)    078 46 10.26149(W) AD(       ) 3
 KX2365  NGVD 29 (09/11/89)  639.0    (m)         2096.     (f) GPS OBS        
 KX2365
 KX2365.Superseded values are not recommended for survey control.
 KX2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2365.See file dsdata.txt to determine how the superseded data were derived.
 KX2365
 KX2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE8910881599(NAD 83)
 KX2365_MARKER: DH = HORIZONTAL CONTROL DISK
 KX2365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2365_SP_SET: CONCRETE POST
 KX2365_STAMPING: JOHN 1986
 KX2365_MARK LOGO: NGS   
 KX2365_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX2365+STABILITY: SURFACE MOTION
 KX2365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX2365+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2003
 KX2365
 KX2365  HISTORY     - Date     Condition        Report By
 KX2365  HISTORY     - 1986     MONUMENTED       NGS
 KX2365  HISTORY     - 1986     GOOD             NGS
 KX2365  HISTORY     - 19880915 GOOD             NGS
 KX2365  HISTORY     - 20010403 GOOD             PADT
 KX2365  HISTORY     - 20030804 GOOD             PADT
 KX2365
 KX2365                          STATION DESCRIPTION
 KX2365
 KX2365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (BMP)
 KX2365'THE STATION IS LOCATED ABOUT 4.4 KM (2.7 MI) SOUTHWEST OF
 KX2365'EBENBURG, 5.0 KM (3.1 MI) EAST SOUTHEAST OF NANTY GLO AND
 KX2365'11.5 KM (7.1 MI) NORTHWEST OF PORTAGE AT THE EBENBURG
 KX2365'AIRPORT.
 KX2365'OWNERSHIP - - BOROUGH OF EBENSBURG, PAT TIMEK, MANAGER,
 KX2365'PHONE 814-472-5877
 KX2365'
 KX2365'TO REACH THE STATION FROM THE WEST ENTRANCE OF THE CAMBRIA COUNTY
 KX2365'COURTHOUSE IN EBENSBURG GO SOUTH FOR 0.32 KM (0.2 MI) ON CENTER
 KX2365'STREET TO A CURVE LEFT, THEN RIGHT AT A LONG STATE OWNED BUILDING
 KX2365'AFTER CROSSING A RAILWAY TRACK.  CONTINUE STRAIGHT AHEAD
 KX2365'AND GO SOUTH FOR 0.32 KM (0.2 MI) ON LOCUST STREET TO A JUNCTION
 KX2365'WITH US HIGHWAY 22.  TURN RIGHT AND GO WEST ON
 KX2365'U.S. HIGHWAY 22 FOR 3.9 KM (2.4 MI) TO THE OVERHEAD CROSSING
 KX2365'OF U.S. HIGHWAY 219.  CONTINUE STRAIGHT AHEAD AND GO WEST FOR
 KX2365'1.0 KM (0.65 MI) TO THE AIRPORT ENTRANCE.  TURN RIGHT AND
 KX2365'GO NORTH FOR 0.16 KM (0.1 MI) TO THE AIRPORT OFFICE.  CONTINUE
 KX2365'STRAIGT AHEAD AND GO NORTH FOR 0.16 KM (0.1 MI) ON A TAXIWAY AND
 KX2365'ACROSS THE RUNWAY.  TURN RIGHT AND GO EAST ALONG THE NORTH SIDE OF
 KX2365'THE RUNWAY FOR 0.6 KM (0.4 MI) TO THE STATION ON THE LEFT
 KX2365'OUTSIDE OF THE RUNWAY LIGHTS IN THE MOWED AREA.
 KX2365'
 KX2365'THE STATION IS A STANDARD NGS DISK STAMPED---JOHN 1986---
 KX2365'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT,
 KX2365'33 CM IN DIAMETER FLUSH WITH GROUND.
 KX2365'
 KX2365'LOCATED 123.0 FEET AND 37.5 METERS WSW FROM THE NORTH RED
 KX2365'RUNWAY LIGHT AT THE END OF THE RUNWAY, 49.95 FEET AND 15.23
 KX2365'METERS NE FROM THE WHITE RUNWAY LIGHT, 24.0 FEET AND 7.0
 KX2365'METERS NNW FROM THE NORTH EDGE OF THE RUNWAY, 4.4 FEET AND
 KX2365'1.33 METERS SSE FROM A FIBERGLASS WITNESS POST.
 KX2365'
 KX2365'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED---
 KX2365'JOHN 1986---SET INTO AN IRREGULAR MASS OF CONCRETE 0.85 METERS
 KX2365'BELOW THE SURFACE.
 KX2365'
 KX2365'TRIANGULATION STATION BOSSLER WILL SERVE AS AN AZIMUTH MARK
 KX2365'
 KX2365'DESCRIBED BY - - B PUTZIGER
 KX2365
 KX2365                          STATION RECOVERY (1986)
 KX2365
 KX2365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KX2365'RECOVERED IN GOOD CONDITION.
 KX2365
 KX2365                          STATION RECOVERY (1988)
 KX2365
 KX2365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KX2365'THE STATION WAS RECOVERED IN GOOD CONDITION, A COMPLETE DESCRIPTION
 KX2365'FOLLOWS.
 KX2365'THE STATION IS ABOUT 5.7 KM (3.55 MI) SOUTHEAST OF NANTY GLO, 3.5 KM
 KX2365'(2.15 MI) SOUTHWEST OF EBENSBURG, AND 3.2 KM (2.00 MI) SOUTH OF
 KX2365'REVLOC, AT THE EBENSBURG AIRPORT.
 KX2365'OWNERSHIP--BOROUGH OF EBENSBURG, BOX 656 ROUTE 22W, EBENSBURG PA
 KX2365'15931.  PHONE 814-472-7166.  AIRPORT OPERATOR IS PAUL RHOADES, PHONE
 KX2365'814-472-5877.
 KX2365'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 22 AND 219,
 KX2365'ABOUT 4.1 KM (2.55 MI) SOUTHWEST OF EBENSBURG, GO SOUTHWEST ON U.S.
 KX2365'HIGHWAY 22 FOR 1.2 KM (0.75 MI) TO A GRAVELED ROAD ON THE RIGHT.  TURN
 KX2365'RIGHT AND GO NORTHWEST ON THE GRAVELED ROAD FOR 0.1 KM (0.05 MI) TO
 KX2365'THE AIRPORT OFFICE ON THE LEFT AND APRON AND TAXIWAY ON THE RIGHT.
 KX2365'BEAR RIGHT AND GO NORTHEAST ACORSS APRON AND TAXIWAY FOR 0.1 KM
 KX2365'(0.05 MI) TO A TAXIWAY ON THE RIGHT.  TURN AND GO NORTHEAST ON THE
 KX2365'TAXIWAY FOR 0.7 KM (0.45 MI) TO THE END OF RUNWAY 24.  BEAR LEFT AND
 KX2365'GO NORTHWEST ACROSS THE RUNWAY FOR ABOUT 46 METERS TO THE STATION ON
 KX2365'THE LEFT.
 KX2365'THE STATION IS A STANDARD NGS DISK SET IN THE TOP OF A ROUND CONCRETE
 KX2365'MONUMENT 25 CM IN DIAMETER FLUSH WITH THE GROUND.  LOCATED 35.2 M
 KX2365'(115.5 FT) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF RUNWAY 24, 15.2 M
 KX2365'(49.9 FT) NORTH-NORTHEAST OF THE FIRST RUNWAY LIGHT ON THE NORTHWEST
 KX2365'SIDE OF THE RUNWAY FROM THE NORTHEAST END OF THE RUNWAY, AND 14.6 M
 KX2365'(47.9 FT) NORTHWEST FROM THE CENTERLINE OF THE RUNWAY.
 KX2365'DESCRIBED BY E.J. HANSMANN, TYPED BY R.L. ZURFLUH.
 KX2365
 KX2365                          STATION RECOVERY (2001)
 KX2365
 KX2365'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DGE)
 KX2365'RECOVERED IN GOOD CONDITION.
 KX2365
 KX2365                          STATION RECOVERY (2003)
 KX2365
 KX2365'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (LMS)
 KX2365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2312 ***********************************************************************
 KX2312  DESIGNATION -  JOHNS
 KX2312  PID         -  KX2312
 KX2312  STATE/COUNTY-  PA/CAMBRIA
 KX2312  USGS QUAD   -  JOHNSTOWN (1981)
 KX2312
 KX2312                         *CURRENT SURVEY CONTROL
 KX2312  ___________________________________________________________________
 KX2312* NAD 83(1992)-  40 19 42.29975(N)    078 53 31.70212(W)     ADJUSTED  
 KX2312* NAVD 88     -       596.     (meters)    1955.     (feet)  SCALED    
 KX2312  ___________________________________________________________________
 KX2312  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 KX2312  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KX2312
 KX2312  HORZ ORDER  -  FIRST
 KX2312
 KX2312.The horizontal coordinates were established by classical geodetic methods
 KX2312.and adjusted by the National Geodetic Survey in June 2002..
 KX2312
 KX2312.The orthometric height was scaled from a topographic map.
 KX2312
 KX2312.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2312
 KX2312.The geoid height was determined by GEOID03.
 KX2312
 KX2312;                    North         East     Units Scale Factor Converg.
 KX2312;SPC PA S     -   111,116.422   502,943.576   MT  0.99996177   -0 44 27.6
 KX2312;SPC PA S     -   364,554.46  1,650,074.05   sFT  0.99996177   -0 44 27.6
 KX2312;UTM  17      - 4,466,341.501   679,068.040   MT  0.99999473   +1 21 52.2
 KX2312
 KX2312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2312!SPC PA S     -   0.99991159  x   0.99996177  =   0.99987336
 KX2312!UTM  17      -   0.99991159  x   0.99999473  =   0.99990632
 KX2312
 KX2312|---------------------------------------------------------------------|
 KX2312| PID    Reference Object                     Distance      Geod. Az  |
 KX2312|                                                           dddmmss.s |
 KX2312| CK7575 JOHNS RM 1                           20.544 METERS 08937     |
 KX2312| CK7576 JOHNS RM 2                           19.330 METERS 18208     |
 KX2312| KX2288 AIRWAY BEACON                       APPROX.25.2 KM 1931848.9 |
 KX2312| KX2307 TOWN                                APPROX. 3.1 KM 2530403.1 |
 KX2312| KX2314 COLUMBUS PHILA AIRWAY BCN 21        APPROX.12.4 KM 3544542.6 |
 KX2312|---------------------------------------------------------------------|
 KX2312
 KX2312                          SUPERSEDED SURVEY CONTROL
 KX2312
 KX2312  NAD 83(1986)-  40 19 42.30609(N)    078 53 31.71099(W) AD(       ) 1
 KX2312  NAD 27      -  40 19 42.03600(N)    078 53 32.62600(W) AD(       ) 1
 KX2312
 KX2312.Superseded values are not recommended for survey control.
 KX2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2312.See file dsdata.txt to determine how the superseded data were derived.
 KX2312
 KX2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE7906866342(NAD 83)
 KX2312_MARKER: DS = TRIANGULATION STATION DISK
 KX2312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2312
 KX2312  HISTORY     - Date     Condition        Report By
 KX2312  HISTORY     - 1933     MONUMENTED       CGS
 KX2312  HISTORY     - 1941     GOOD             CGS
 KX2312  HISTORY     - 1964     GOOD             CGS
 KX2312  HISTORY     - 1974     GOOD             PADT
 KX2312  HISTORY     - 1975     GOOD             NGS
 KX2312  HISTORY     - 1978     GOOD             LOCENG
 KX2312
 KX2312                          STATION DESCRIPTION
 KX2312
 KX2312'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KX2312'THIS STATION IS ABOUT 1 MILE E OF JOHNSTOWN ON PROPERTY OWNED BY
 KX2312'TILFORD LEWIS.  IT IS AT THE TOP OF A PROMINENT BARE HILL WHICH IS
 KX2312'THE SECOND PEAK E OF TOWN.  THE TOP OF THE FIRST PEAK E OF TOWN IS
 KX2312'COVERED WITH TREES.  THE MARK PROJECTS 3 INCHES ABOVE THE GROUND.
 KX2312'
 KX2312'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 KX2312'SET IN CONCRETE.
 KX2312'
 KX2312'REFERENCE MARK NO. 1 IS FLUSH WITH THE SURFACE OF THE GROUND AND 35
 KX2312'FEET S OF THE BREAK OF THE N SLOPE OF THE HILL.
 KX2312'
 KX2312'REFERENCE MARK NO. 2 PROJECTS 5 INCHES ABOVE THE GROUND AND IS 30
 KX2312'FEET N OF THE BREAK OF THE S SLOPE OF THE HILL.
 KX2312'
 KX2312'ALL LINES ARE CLEAR FROM THE GROUND.
 KX2312'
 KX2312'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 219 AND
 KX2312'HIGHWAYS 56 AND 53, GO E ON COMBINED HIGHWAYS 56 AND 53 TO THE
 KX2312'SECOND JUNCTION OF HIGHWAYS 56 AND 53.  HIGHWAY 56 CURVES TO THE LEFT
 KX2312'AND HIGHWAY 53 TURNS SHARP LEFT.  TURN LEFT ON HIGHWAY 53 AND PROCEED
 KX2312'ONE BLOCK.  TURN RIGHT ON HIGHWAY 53 AND PROCEED UP STEEP HILL 1.35
 KX2312'MILES TO A DIM ROAD LEADING OFF TO THE LEFT.  TURN LEFT ON DIM
 KX2312'ROAD AND PROCEED ABOUT 0.25 MILE N AND NW TO THE TOP OF THE HILL.
 KX2312'THE STATION IS ON THE FLAT TOP OF THE HILL, ABOUT 75 FEET S OF
 KX2312'THE BREAK OF THE N SLOPE OF THE HILL AND 60 FEET E OF THE BREAK
 KX2312'OF THE E SLOPE OF THE HILL.
 KX2312
 KX2312                          STATION RECOVERY (1941)
 KX2312
 KX2312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2312'STATION WAS RECOVERED AS DESCRIBED.  ALL THE MARKS WERE FOUND IN GOOD
 KX2312'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 KX2312'
 KX2312'THIS STATION WAS NOT OCCUPIED.
 KX2312
 KX2312                          STATION RECOVERY (1964)
 KX2312
 KX2312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EP)
 KX2312'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 KX2312'PREVIOUS DESCRIPTION IS ADEQUATE AND COMPLETE FOR RECOVERY.
 KX2312
 KX2312                          STATION RECOVERY (1974)
 KX2312
 KX2312'RECOVERY NOTE BY PA DEPT OF TRANSP 1974
 KX2312'MARK STAMPED--JOHNS (1933)--GOOD
 KX2312'JOHNS RM 1 GOOD
 KX2312'JOHNS RM 2 GOOD
 KX2312'
 KX2312'FOUND AS DESCRIBED.
 KX2312
 KX2312                          STATION RECOVERY (1975)
 KX2312
 KX2312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KX2312'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND IN
 KX2312'GOOD CONDITION AS PREVIOUSLY DESCRIBED.  TRAVERSE STATIONS
 KX2312'MINERSVILLE 1933 AND PROSPECT 1933, WHICH WERE AZIMUTH MARKS FOR THIS
 KX2312'STATION, WERE BOTH FOUND DESTROYED.  ONLY A DISTORTED MASS OF
 KX2312'CEMENT WAS FOUND AT THESE STATIONS.  THERE IS NO SUITABLE PLACE TO
 KX2312'SET A NEW AZIMUTH MARK AT THIS DATE.
 KX2312'
 KX2312'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE EAST OF
 KX2312'JOHNSTOWN.
 KX2312
 KX2312                          STATION RECOVERY (1978)
 KX2312
 KX2312'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (KH)
 KX2312'JOHNS 1933 RECOVERED GOOD.
 KX2312'
 KX2312'RMS NOT SEARCHED FOR.
 KX2312'
 KX2312'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE E OF JOHNSTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2310 ***********************************************************************
 KX2310  DESIGNATION -  JOHNSTOWN MUNICIPAL TANK
 KX2310  PID         -  KX2310
 KX2310  STATE/COUNTY-  PA/CAMBRIA
 KX2310  USGS QUAD   -  JOHNSTOWN (1981)
 KX2310
 KX2310                         *CURRENT SURVEY CONTROL
 KX2310  ___________________________________________________________________
 KX2310* NAD 83(1992)-  40 19 15.23343(N)    078 55 37.99653(W)     ADJUSTED  
 KX2310* NAVD 88     -                                                        
 KX2310  ___________________________________________________________________
 KX2310  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 KX2310  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KX2310
 KX2310  HORZ ORDER  -  THIRD
 KX2310
 KX2310.The horizontal coordinates were established by classical geodetic methods
 KX2310.and adjusted by the National Geodetic Survey in June 2002..
 KX2310
 KX2310
 KX2310.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2310
 KX2310.The geoid height was determined by GEOID03.
 KX2310
 KX2310;                    North         East     Units Scale Factor Converg.
 KX2310;SPC PA S     -   110,320.823   499,951.452   MT  0.99996205   -0 45 49.6
 KX2310;SPC PA S     -   361,944.23  1,640,257.39   sFT  0.99996205   -0 45 49.6
 KX2310;UTM  17      - 4,465,436.490   676,107.087   MT  0.99998178   +1 20 29.7
 KX2310
 KX2310                          SUPERSEDED SURVEY CONTROL
 KX2310
 KX2310  NAD 83(1986)-  40 19 15.23909(N)    078 55 38.00666(W) AD(       ) 4
 KX2310  NAD 27      -  40 19 14.97900(N)    078 55 38.92700(W) AD(       ) 3
 KX2310
 KX2310.Superseded values are not recommended for survey control.
 KX2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2310.See file dsdata.txt to determine how the superseded data were derived.
 KX2310
 KX2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE7610765436(NAD 83)
 KX2310_MARKER: 51 = TANK
 KX2310
 KX2310  HISTORY     - Date     Condition        Report By
 KX2310  HISTORY     - 1933     FIRST OBSERVED   CGS
 KX2310
 KX2310                          STATION DESCRIPTION
 KX2310
 KX2310'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2309 ***********************************************************************
 KX2309  DESIGNATION -  JOHNSTOWN STANDPIPE
 KX2309  PID         -  KX2309
 KX2309  STATE/COUNTY-  PA/CAMBRIA
 KX2309  USGS QUAD   -  JOHNSTOWN (1981)
 KX2309
 KX2309                         *CURRENT SURVEY CONTROL
 KX2309  ___________________________________________________________________
 KX2309* NAD 83(1992)-  40 20 03.20549(N)    078 55 00.69288(W)     ADJUSTED  
 KX2309* NAVD 88     -                                                        
 KX2309  ___________________________________________________________________
 KX2309  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 KX2309  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KX2309
 KX2309  HORZ ORDER  -  THIRD
 KX2309
 KX2309.The horizontal coordinates were established by classical geodetic methods
 KX2309.and adjusted by the National Geodetic Survey in June 2002..
 KX2309
 KX2309
 KX2309.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2309
 KX2309.The geoid height was determined by GEOID03.
 KX2309
 KX2309;                    North         East     Units Scale Factor Converg.
 KX2309;SPC PA S     -   111,788.634   500,851.597   MT  0.99996156   -0 45 25.4
 KX2309;SPC PA S     -   366,759.88  1,643,210.61   sFT  0.99996156   -0 45 25.4
 KX2309;UTM  17      - 4,466,936.413   676,952.715   MT  0.99998546   +1 20 55.1
 KX2309
 KX2309                          SUPERSEDED SURVEY CONTROL
 KX2309
 KX2309  NAD 83(1986)-  40 20 03.21182(N)    078 55 00.70169(W) AD(       ) 4
 KX2309  NAD 27      -  40 20 02.94200(N)    078 55 01.61400(W) AD(       ) 3
 KX2309
 KX2309.Superseded values are not recommended for survey control.
 KX2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2309.See file dsdata.txt to determine how the superseded data were derived.
 KX2309
 KX2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE7695366936(NAD 83)
 KX2309_MARKER: 52 = STANDPIPE TANK
 KX2309
 KX2309  HISTORY     - Date     Condition        Report By
 KX2309  HISTORY     - 1933     FIRST OBSERVED   CGS
 KX2309
 KX2309                          STATION DESCRIPTION
 KX2309
 KX2309'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2311 ***********************************************************************
 KX2311  DESIGNATION -  JOHNSTOWN TV STATION WARD MAST
 KX2311  PID         -  KX2311
 KX2311  STATE/COUNTY-  PA/CAMBRIA
 KX2311  USGS QUAD   -  JOHNSTOWN (1981)
 KX2311
 KX2311                         *CURRENT SURVEY CONTROL
 KX2311  ___________________________________________________________________
 KX2311* NAD 83(1992)-  40 19 45.64512(N)    078 53 53.57221(W)     ADJUSTED  
 KX2311* NAVD 88     -                                                        
 KX2311  ___________________________________________________________________
 KX2311  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 KX2311  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 KX2311
 KX2311  HORZ ORDER  -  THIRD
 KX2311
 KX2311.The horizontal coordinates were established by classical geodetic methods
 KX2311.and adjusted by the National Geodetic Survey in June 2002..
 KX2311
 KX2311
 KX2311.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2311
 KX2311.The geoid height was determined by GEOID03.
 KX2311
 KX2311;                    North         East     Units Scale Factor Converg.
 KX2311;SPC PA S     -   111,226.290   502,428.705   MT  0.99996173   -0 44 41.8
 KX2311;SPC PA S     -   364,914.92  1,648,384.84   sFT  0.99996173   -0 44 41.8
 KX2311;UTM  17      - 4,466,432.381   678,549.463   MT  0.99999244   +1 21 38.1
 KX2311
 KX2311                          SUPERSEDED SURVEY CONTROL
 KX2311
 KX2311  NAD 83(1986)-  40 19 45.65377(N)    078 53 53.58196(W) AD(       ) 4
 KX2311  NAD 27      -  40 19 45.38223(N)    078 53 54.49295(W) AD(       ) 3
 KX2311
 KX2311.Superseded values are not recommended for survey control.
 KX2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2311.See file dsdata.txt to determine how the superseded data were derived.
 KX2311
 KX2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE7854966432(NAD 83)
 KX2311_MARKER: 42 = RADIO/TV MAST
 KX2311
 KX2311  HISTORY     - Date     Condition        Report By
 KX2311  HISTORY     - 1967     FIRST OBSERVED   CGS
 KX2311
 KX2311                          STATION DESCRIPTION
 KX2311
 KX2311'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1789 ***********************************************************************
 LZ1789  DESIGNATION -  JONA
 LZ1789  PID         -  LZ1789
 LZ1789  STATE/COUNTY-  PA/CENTRE
 LZ1789  USGS QUAD   -  SNOW SHOE (1996)
 LZ1789
 LZ1789                         *CURRENT SURVEY CONTROL
 LZ1789  ___________________________________________________________________
 LZ1789* NAD 83(1992)-  41 00 49.68238(N)    077 53 22.07004(W)     ADJUSTED  
 LZ1789* NAVD 88     -       591.7    (meters)    1941.     (feet)  VERTCON   
 LZ1789  ___________________________________________________________________
 LZ1789  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 LZ1789  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 LZ1789
 LZ1789  HORZ ORDER  -  THIRD
 LZ1789
 LZ1789.The horizontal coordinates were established by classical geodetic methods
 LZ1789.and adjusted by the National Geodetic Survey in June 2002..
 LZ1789
 LZ1789.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1789
 LZ1789.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1789
 LZ1789.The geoid height was determined by GEOID03.
 LZ1789
 LZ1789;                    North         East     Units Scale Factor Converg.
 LZ1789;SPC PA N     -    94,086.794   588,268.849   MT  0.99998151   -0 05 32.1
 LZ1789;SPC PA N     -   308,683.09  1,930,012.05   sFT  0.99998151   -0 05 32.1
 LZ1789;UTM  18      - 4,544,311.444   257,027.883   MT  1.00032665   -1 53 49.6
 LZ1789
 LZ1789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1789!SPC PA N     -   0.99991235  x   0.99998151  =   0.99989386
 LZ1789!UTM  18      -   0.99991235  x   1.00032665  =   1.00023897
 LZ1789
 LZ1789|---------------------------------------------------------------------|
 LZ1789| PID    Reference Object                     Distance      Geod. Az  |
 LZ1789|                                                           dddmmss.s |
 LZ1789| CK7579 JONA RM 2                            19.157 METERS 11128     |
 LZ1789| CK7577 JONA AZ MK                                         1344251.5 |
 LZ1789| CK7578 JONA RM 1                            20.813 METERS 33549     |
 LZ1789|---------------------------------------------------------------------|
 LZ1789
 LZ1789                          SUPERSEDED SURVEY CONTROL
 LZ1789
 LZ1789  NAD 83(1986)-  41 00 49.68393(N)    077 53 22.07241(W) AD(       ) 3
 LZ1789  NAD 27      -  41 00 49.47640(N)    077 53 23.04010(W) AD(       ) 3
 LZ1789  NGVD 29 (07/19/86)  591.9    (m)         1942.     (f) VERT ANG       
 LZ1789
 LZ1789.Superseded values are not recommended for survey control.
 LZ1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1789.See file dsdata.txt to determine how the superseded data were derived.
 LZ1789
 LZ1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL5702844311(NAD 83)
 LZ1789_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1789
 LZ1789  HISTORY     - Date     Condition        Report By
 LZ1789  HISTORY     - 1959     MONUMENTED       CGS
 LZ1789
 LZ1789                          STATION DESCRIPTION
 LZ1789
 LZ1789'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 LZ1789'STATION IS LOCATED IN A CLEARED PIPELINE RIGHT-OF-WAY, ABOUT 1-1/4
 LZ1789'MILES EAST-SOUTHEAST OF SNOW SHOE AND ABOUT 1/2 MILE SOUTH OF STATE
 LZ1789'HIGHWAY 53.
 LZ1789'
 LZ1789'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAY 53 AND A PAVED
 LZ1789'CROSSROAD WHICH IS AT THE SOUTH EDGE OF SNOW SHOE NEAR THE M E
 LZ1789'CHURCH.  GO EAST ON HIGHWAY 53 FOR 3.81 MILES TO A SIGN ON THE LEFT
 LZ1789'SIDE OF THE HIGHWAY SNOW SHOE SUMMIT, CONTINUE EASTERLY ON HIGHWAY
 LZ1789'53 FOR 0.53 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW A DIRT
 LZ1789'ROAD, SOUTHERLY FOR 0.13 MILE TO A PIPELINE RIGHT-OF-WAY.  TURN
 LZ1789'RIGHT AND GO NORTHWEST, UPHILL AND KEEPING IN THE RIGHT-OF-WAY FOR
 LZ1789'0.43 MILE TO THE STATION.
 LZ1789'
 LZ1789'AZIMUTH MARK IS REACHED FROM THE STATION BY GOING SOUTHEAST, KEEPING
 LZ1789'IN THE RIGHT-OF-WAY FOR 0.56 MILE TO A LARGE BOULDER AND
 LZ1789'AZIMUTH MARK ON THE RIGHT.
 LZ1789'
 LZ1789'ALL MARKS ARE STANDARD DISKS.
 LZ1789'
 LZ1789'STATION MARK IS STAMPED JONA 1959, SET IN THE TOP OF A SQUARE
 LZ1789'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS
 LZ1789'ABOUT 11 FEET SOUTHWEST OF THE CENTER OF A PIPELINE RIGHT-OF-WAY,
 LZ1789'67.8 FEET WEST OF A 6-INCH TRIANGULAR BLAZED OAK TREE AND 9.5 FEET
 LZ1789'NORTHEAST OF A STANDARD METAL WITNESS POST.
 LZ1789'
 LZ1789'REFERENCE MARK 1 IS STAMPED JONA NO 1 1959, SET IN THE TOP OF A
 LZ1789'SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES.  IT IS ABOUT
 LZ1789'14 FEET SOUTHEAST OF THE CENTER OF THE RIGHT-OF-WAY, 124 FEET
 LZ1789'NORTHWEST OF THE TRIANGULAR BLAZED OAK TREE AND ABOUT 73 FEET
 LZ1789'NORTH OF THE WITNESS POST.
 LZ1789'
 LZ1789'REFERENCE MARK 2 IS STAMPED JONA NO 2 1959, SET IN THE TOP OF A
 LZ1789'SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES.  IT IS ABOUT
 LZ1789'5 FEET NORTHWEST OF THE TRIANGULAR BLAZED TREE, 16 FEET NORTHEAST OF
 LZ1789'THE CENTER OF THE RIGHT-OF-WAY AND ABOUT 67 FEET EAST OF THE
 LZ1789'WITNESS POST.
 LZ1789'
 LZ1789'AZIMUTH MARK IS STAMPED JONA 1959, CEMENTED IN A DRILL HOLE, IN THE
 LZ1789'TOP OF A 6 X 10 FOOT BOULDER WHICH PROTRUDES ABOUT 4 FEET.  IT IS
 LZ1789'ABOUT 21 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE PIPELINE
 LZ1789'RIGHT-OF-WAY AND 3.0 FEET SOUTH OF A STANDARD METAL WITNESS POST.
 LZ1789'
 LZ1789'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1878 ***********************************************************************
 MB1878  DESIGNATION -  JONES
 MB1878  PID         -  MB1878
 MB1878  STATE/COUNTY-  PA/MERCER
 MB1878  USGS QUAD   -  NEW LEBANON (1987)
 MB1878
 MB1878                         *CURRENT SURVEY CONTROL
 MB1878  ___________________________________________________________________
 MB1878* NAD 83(1992)-  41 22 56.10932(N)    080 01 50.31900(W)     ADJUSTED  
 MB1878* NAVD 88     -       361.     (meters)    1184.     (feet)  SCALED    
 MB1878  ___________________________________________________________________
 MB1878  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 MB1878  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 MB1878
 MB1878  HORZ ORDER  -  SECOND
 MB1878
 MB1878.The horizontal coordinates were established by classical geodetic methods
 MB1878.and adjusted by the National Geodetic Survey in June 2002..
 MB1878
 MB1878.The orthometric height was scaled from a topographic map.
 MB1878
 MB1878.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1878
 MB1878.The geoid height was determined by GEOID03.
 MB1878
 MB1878;                    North         East     Units Scale Factor Converg.
 MB1878;SPC PA N     -   137,506.848   409,260.674   MT  0.99995703   -1 30 31.5
 MB1878;SPC PA N     -   451,137.05  1,342,716.06   sFT  0.99995703   -1 30 31.5
 MB1878;UTM  17      - 4,581,645.422   581,051.993   MT  0.99968085   +0 38 27.1
 MB1878
 MB1878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1878!SPC PA N     -   0.99994865  x   0.99995703  =   0.99990568
 MB1878!UTM  17      -   0.99994865  x   0.99968085  =   0.99962951
 MB1878
 MB1878:                Primary Azimuth Mark                     Grid Az
 MB1878:SPC PA N     -  JONES AZ MK                              026 50 57.4
 MB1878:UTM  17      -  JONES AZ MK                              024 41 58.8
 MB1878
 MB1878|---------------------------------------------------------------------|
 MB1878| PID    Reference Object                     Distance      Geod. Az  |
 MB1878|                                                           dddmmss.s |
 MB1878| CX3928 JONES AZ MK                                        0252025.9 |
 MB1878|---------------------------------------------------------------------|
 MB1878
 MB1878                          SUPERSEDED SURVEY CONTROL
 MB1878
 MB1878  NAD 83(1995)-  41 22 56.11203(N)    080 01 50.32110(W) AD(       ) 2
 MB1878  NAD 83(1986)-  41 22 56.11431(N)    080 01 50.32253(W) AD(       ) 2
 MB1878  NAD 27      -  41 22 55.91300(N)    080 01 51.10800(W) AD(       ) 2
 MB1878
 MB1878.Superseded values are not recommended for survey control.
 MB1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1878.See file dsdata.txt to determine how the superseded data were derived.
 MB1878
 MB1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF8105281645(NAD 83)
 MB1878_MARKER: Z = SEE DESCRIPTION
 MB1878_SETTING: 0 = UNSPECIFIED SETTING
 MB1878
 MB1878  HISTORY     - Date     Condition        Report By
 MB1878  HISTORY     - 1937     MONUMENTED       PAGS
 MB1878  HISTORY     - 1959     SEE DESCRIPTION  CGS
 MB1878  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MB1878
 MB1878                          STATION DESCRIPTION
 MB1878
 MB1878'DESCRIBED BY PENNSYLVANIA GEODETIC SURVEY 1937
 MB1878'STATION IS ON LAND OWNED BY THE JONES ESTATE, AND IS IN THE NW CORNER
 MB1878'OF AN OLD ORCHARD ACROSS THE ROAD FROM THE CANNON STOCK FARM
 MB1878'BUILDINGS.  REACHED FROM SANDY LAKE, N VIA STATE ROUTE 78 FOR 1.1
 MB1878'MILES, THENCE RIGHT, NE ON ROUTE 43072 FOR 2.0 MILES, TO A POINT
 MB1878'OPPOSITE STATION.
 MB1878'
 MB1878'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE PA. COORDINATE SYSTEM
 MB1878'STANDARD BRONZE DISKS SET IN SQUARE BLOCKS OF CONCRETE.
 MB1878'
 MB1878'REFERENCE MARKS NO. 1 AND NO. 2 ARE PA. COORDINATE SYSTEM STANDARD
 MB1878'BRONZE DISKS SET IN 0.8-BY 0.8-FOOT CONCRETE POSTS.  REFERENCE MARK
 MB1878'NO. 1 PROJECTS 0.5 FOOT, AND IS IN FENCE LINE NE.  REFERENCE MARK NO.
 MB1878'2 IS IN FENCE LINE SW.  AZIMUTH MARK IS REACHED BY CONTINUING E
 MB1878'ON ROUTE 43072 TO FIRST CROSSROADS, THENCE LEFT, N FOR 1.0 MILE TO
 MB1878'MARK WHICH IS ON THE TOP OF BANK TO RIGHT, E, OF ROAD.
 MB1878'
 MB1878'HEIGHT OF LIGHT ABOVE STATION MARK - 30.4 METERS.
 MB1878
 MB1878                          STATION RECOVERY (1959)
 MB1878
 MB1878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GDB)
 MB1878'THE STATION AND REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED AS
 MB1878'DESCRIBED.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 MB1878
 MB1878                          STATION RECOVERY (1960)
 MB1878
 MB1878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE)
 MB1878'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 MB1878'THE PROPERTY IS NOW OWNED BY SETH JONES.  A COMPLETE NEW
 MB1878'DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 3.5 MILES
 MB1878'NORTHEAST OF SANDY LAKE, ABOUT 3.3 MILES SOUTHEAST OF NEW
 MB1878'LEBANON, AND ON THE NORTH SIDE OF A GRAVEL ROAD NEAR THE NORTHWEST
 MB1878'CORNER OF AN APPLE ORCHARD, AND OPPOSITE A LARGE WHITE BARN ON
 MB1878'THE SOUTH SIDE OF THE ROAD.  IT IS 215 FEET NORTH OF THE CENTER LINE
 MB1878'OF THE ROAD, 76.4 FEET EAST OF THE WEST FENCE, 56.5 FEET SOUTH OF
 MB1878'THE NORTH FENCE, AND 3 FEET EAST OF A U.S.C. AND G.S. WITNESS SIGN.
 MB1878'THE MARK IS A PENNA. COORDINATE SYSTEM DISK SET IN THE TOP OF A
 MB1878'CIRCULAR CONCRETE POST FLUSH WITH THE GROUND, STAMPED JONES 1937.
 MB1878'(NOTES 1B, 7A).
 MB1878'
 MB1878'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 28 FEET WEST OF A
 MB1878'FENCE CORNER, AND 1 FOOT SOUTH OF THE NORTH FENCE.  THE MARK IS A
 MB1878'PENNA. COORDINATE SYSTEM DISK SET IN THE TOP OF A SQUARE BLOCK OF
 MB1878'CONCRETE PROJECTING 4 INCHES, STAMPED JONES NO 1 1937.  (NOTE
 MB1878'11A).
 MB1878'
 MB1878'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION.  IT IS 140 FEET
 MB1878'NORTH OF THE CENTER LINE OF THE ROAD, 132 FEET SOUTH OF THE
 MB1878'NORTHWEST FENCE CORNER, AND 0.5 FOOT EAST OF THE WEST FENCE.  THE
 MB1878'MARK IS A PENNA.  COORDINATE SYSTEM DISK SET IN THE TOP OF A
 MB1878'SQUARE BLOCK OF CONCRETE PROJECTING 4 INCHES, STAMPED JONES NO 2
 MB1878'1937.  (NOTE 11A).
 MB1878'
 MB1878'THE AZIMUTH MARK IS ABOUT 1.4 MILES NORTHEAST OF THE STATION.  TO
 MB1878'REACH, GO EAST FROM THE STATION FOR 0.7 MILE TO CROSS ROAD, TURN
 MB1878'LEFT AND GO NORTH FOR 1.0 MILE TO MARK ON RIGHT, ON PROPERTY OF ADAM
 MB1878'KLEIN. IT IS ABOUT 275 FEET NORTH OF MR. KLEINS YELLOW HOUSE, 84.5
 MB1878'FEET NORTHWEST OF A POWER LINE POLE, 16 FEET EAST OF THE CENTER LINE
 MB1878'OF THE ROAD, AND 1.2 FEET NORTH OF A U.S.C. AND G.S. WITNESS SIGN.
 MB1878'THE MARK IS A PENNA. COORDINATE SYSTEM DISK SET IN THE TOP OF A
 MB1878'SQUARE CONCRETE POST FLUSH WITH THE GROUND, STAMPED JONES
 MB1878'1937.  (NOTE 16A).
 MB1878'
 MB1878'TO REACH THE STATION FROM NEW LEBANON, FROM THE JUNCTION OF STATE
 MB1878'HIGHWAYS 78 AND 285, GO EAST ON HIGHWAY 285 FOR 2.25 MILES, TURN
 MB1878'RIGHT ON GRAVEL ROAD AND GO SOUTH FOR 1.8 MILES TO THE JUNCTION OF AN
 MB1878'EAST-WEST ROAD AND STATION ON RIGHT AT THE NORTHWEST CORNER OF
 MB1878'ORCHARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2872 ***********************************************************************
 KW2872  DESIGNATION -  JONES
 KW2872  PID         -  KW2872
 KW2872  STATE/COUNTY-  PA/FRANKLIN
 KW2872  USGS QUAD   -  NEWBURG (1973)
 KW2872
 KW2872                         *CURRENT SURVEY CONTROL
 KW2872  ___________________________________________________________________
 KW2872* NAD 83(1992)-  40 09 23.20594(N)    077 37 00.03996(W)     ADJUSTED  
 KW2872* NAVD 88     -       250.     (meters)     820.     (feet)  SCALED    
 KW2872  ___________________________________________________________________
 KW2872  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 KW2872  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KW2872
 KW2872  HORZ ORDER  -  FIRST
 KW2872
 KW2872.The horizontal coordinates were established by classical geodetic methods
 KW2872.and adjusted by the National Geodetic Survey in June 2002..
 KW2872
 KW2872.The orthometric height was scaled from a topographic map.
 KW2872
 KW2872.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2872
 KW2872.The geoid height was determined by GEOID03.
 KW2872
 KW2872;                    North         East     Units Scale Factor Converg.
 KW2872;SPC PA S     -    91,402.524   611,358.560   MT  0.99997261   +0 05 11.4
 KW2872;SPC PA S     -   299,876.45  2,005,765.54   sFT  0.99997261   +0 05 11.4
 KW2872;UTM  18      - 4,448,404.466   277,138.550   MT  1.00021145   -1 41 17.3
 KW2872
 KW2872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2872!SPC PA S     -   0.99996617  x   0.99997261  =   0.99993879
 KW2872!UTM  18      -   0.99996617  x   1.00021145  =   1.00017762
 KW2872
 KW2872|---------------------------------------------------------------------|
 KW2872| PID    Reference Object                     Distance      Geod. Az  |
 KW2872|                                                           dddmmss.s |
 KW2872| CK7581 JONES RM 1                           67.100 METERS 02600     |
 KW2872| CK7582 JONES RM 2                           66.160 METERS 09124     |
 KW2872| CK7580 JONES AZ MK                                        1215626.4 |
 KW2872|---------------------------------------------------------------------|
 KW2872
 KW2872                          SUPERSEDED SURVEY CONTROL
 KW2872
 KW2872  NAD 83(1995)-  40 09 23.20258(N)    077 37 00.04281(W) AD(       ) 1
 KW2872  NAD 83(1986)-  40 09 23.20399(N)    077 37 00.04428(W) AD(       ) 1
 KW2872  NAD 27      -  40 09 22.89000(N)    077 37 01.08200(W) AD(       ) 1
 KW2872
 KW2872.Superseded values are not recommended for survey control.
 KW2872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2872.See file dsdata.txt to determine how the superseded data were derived.
 KW2872
 KW2872_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK7713948404(NAD 83)
 KW2872_MARKER: DS = TRIANGULATION STATION DISK
 KW2872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2872
 KW2872  HISTORY     - Date     Condition        Report By
 KW2872  HISTORY     - 1935     MONUMENTED       CGS
 KW2872  HISTORY     - 1966     MARK NOT FOUND   USGS
 KW2872
 KW2872                          STATION DESCRIPTION
 KW2872
 KW2872'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 KW2872'THIS IS A FIRST-ORDER STATION LOCATED 3 MILES N OF ROXBURY,
 KW2872'PENNSYLVANIA, ON A CULTIVATED HILL 300 YARDS W OF MR. JONES BARN, 64
 KW2872'PACES N OF A FENCE CORNER, 56 PACES S OF CENTER OF THE ROAD.  MARK IS
 KW2872'15 INCHES BELOW THE GROUND.
 KW2872'
 KW2872'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 KW2872'DISKS SET IN CONCRETE.
 KW2872'
 KW2872'REFERENCE MARK NO. 1 IS LOCATED 67.100 METERS NW OF THE STATION, 2
 KW2872'PACES S OF THE CENTER OF THE LANE, 18 INCHES N OF THE FENCE.  MARK
 KW2872'PROJECTS 9 INCHES.
 KW2872'
 KW2872'REFERENCE MARK NO. 2 IS LOCATED 66.160 METERS NE OF THE STATION, 18
 KW2872'INCHES N OF THE FENCE, 2 PACES S OF THE CENTER OF THE ROAD.  MARK
 KW2872'PROJECTS 7 INCHES.
 KW2872'
 KW2872'AZIMUTH MARK IS LOCATED 0.75 MILE NE OF THE STATION, 1 FOOT W OF THE
 KW2872'GARDEN FENCE, 8 FEET S OF AN E-W FENCE, AND 100 FEET W OF THE
 KW2872'HOUSE.
 KW2872'
 KW2872'TO REACH THIS STATION FROM ROXBURY, GO N ON PAVED ROAD 3 MILES TO A
 KW2872'LANE ON THE LEFT.  TURN LEFT AND GO 0.3 MILES TO MR. E.Z. JONES
 KW2872'HOUSE.  GO PAST THE HOUSE AND BARN FOR 300 YARDS TO THE HIGHEST PART
 KW2872'OF THE HILL AND THE STATION.
 KW2872'
 KW2872'TO REACH THIS MARK, GO TO THE PAVED ROAD AND TURN RIGHT AND GO TO THE
 KW2872'FIRST HOUSE ON THE LEFT.  TURN LEFT AND GO THROUGH THE
 KW2872'BARNYARD.  TURN RIGHT ALONG THE GARDEN FENCE TO THE NW CORNER.  MARK
 KW2872'PROJECTS 6 INCHES.
 KW2872'
 KW2872'A 77-FOOT TOWER CLEARED ALL LINES.
 KW2872'
 KW2872'NO CUTINS V.G.
 KW2872
 KW2872                          STATION RECOVERY (1966)
 KW2872
 KW2872'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 (ERH)
 KW2872'STATION DESTROYED.
 KW2872'LOCATION OF STATION IN CULTIVATED FIELD.  RM 1 NOT FOUND.  RM NO 2
 KW2872'FOUND OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2778 ***********************************************************************
 LY2778  DESIGNATION -  JONES HILL
 LY2778  PID         -  LY2778
 LY2778  STATE/COUNTY-  PA/SUSQUEHANNA
 LY2778  USGS QUAD   -  HARFORD (1992)
 LY2778
 LY2778                         *CURRENT SURVEY CONTROL
 LY2778  ___________________________________________________________________
 LY2778* NAD 83(1992)-  41 47 07.93245(N)    075 40 44.99063(W)     ADJUSTED  
 LY2778* NAVD 88     -       485.5    (meters)    1593.     (feet)  VERTCON   
 LY2778  ___________________________________________________________________
 LY2778  LAPLACE CORR-           6.17  (seconds)                    DEFLEC99
 LY2778  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 LY2778
 LY2778  HORZ ORDER  -  THIRD
 LY2778
 LY2778.The horizontal coordinates were established by classical geodetic methods
 LY2778.and adjusted by the National Geodetic Survey in June 2002..
 LY2778
 LY2778.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2778
 LY2778.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2778
 LY2778.The geoid height was determined by GEOID03.
 LY2778
 LY2778;                    North         East     Units Scale Factor Converg.
 LY2778;SPC PA N     -   181,842.431   772,124.938   MT  0.99997744   +1 22 11.8
 LY2778;SPC PA N     -   596,594.71  2,533,213.23   sFT  0.99997744   +1 22 11.8
 LY2778;UTM  18      - 4,626,187.953   443,564.629   MT  0.99963919   -0 27 09.2
 LY2778
 LY2778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2778!SPC PA N     -   0.99992872  x   0.99997744  =   0.99990616
 LY2778!UTM  18      -   0.99992872  x   0.99963919  =   0.99956793
 LY2778
 LY2778|---------------------------------------------------------------------|
 LY2778| PID    Reference Object                     Distance      Geod. Az  |
 LY2778|                                                           dddmmss.s |
 LY2778| CB4466 JONES HILL RM 1                      12.845 METERS 11025     |
 LY2778| CB4467 JONES HILL RM 2                      13.907 METERS 22909     |
 LY2778| CB4465 JONES HILL AZ MK                                   2502626.9 |
 LY2778|---------------------------------------------------------------------|
 LY2778
 LY2778                          SUPERSEDED SURVEY CONTROL
 LY2778
 LY2778  NAD 83(1996)-  41 47 07.93210(N)    075 40 44.99051(W) AD(       ) 3
 LY2778  NAD 83(1986)-  41 47 07.93392(N)    075 40 44.99149(W) AD(       ) 3
 LY2778  NAD 27      -  41 47 07.65260(N)    075 40 46.32480(W) AD(       ) 3
 LY2778  NGVD 29 (07/19/86)  485.7    (m)         1594.     (f) VERT ANG       
 LY2778
 LY2778.Superseded values are not recommended for survey control.
 LY2778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2778.See file dsdata.txt to determine how the superseded data were derived.
 LY2778
 LY2778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM4356526188(NAD 83)
 LY2778_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2778_SETTING: 66 = SET IN ROCK OUTCROP
 LY2778
 LY2778  HISTORY     - Date     Condition        Report By
 LY2778  HISTORY     - 1959     MONUMENTED       CGS
 LY2778
 LY2778                          STATION DESCRIPTION
 LY2778
 LY2778'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY2778'THE STATION IS LOCATED ON ONE OF THREE HIGH HILLS, ABOUT 6 MILES
 LY2778'SOUTH OF NEW MILFORD, ABOUT 5-1/2 MILES NORTHEAST OF KINGSLEY,
 LY2778'ABOUT 3-1/2 MILES WEST-SOUTHWEST OF GIBSON, ABOUT 1-1/2 MILES EAST OF
 LY2778'HARFORD AND IS ON PROPERTY OWNED BY MR.  KENNETH WESCOTT WHO LIVES IN
 LY2778'HARFORD, PENNSYLVANIA.
 LY2778'
 LY2778'TO REACH THE STATION FROM THE POST OFFICE IN HARFORD, GO NORTHEAST ON
 LY2778'STATE HIGHWAY 407 FOR 0.05 MILE TO A Y- INTERSECTION, KEEP
 LY2778'RIGHT ON STATE HIGHWAY 407 FOR 0.05 MILE TO A SIDE ROAD RIGHT.  TURN
 LY2778'RIGHT CROSSING A SMALL BRIDGE AND CONTINUE UP HILL ON A PAVED ROAD
 LY2778'FOR 0.06 MILE TO A T-INTERSECTION.  TURN RIGHT ON STATE HIGHWAY 407
 LY2778'FOR 0.50 MILE TO THE AZIMUTH MARK ON THE LEFT HAND SIDE OF THE
 LY2778'HIGHWAY, CONTINUE NORTH-NORTHEAST ON STATE HIGHWAY 407 FOR 0.45 MILE
 LY2778'TO A STEEL BRIDGE, CONTINUE ON STATE HIGHWAY 407 FOR 0.65 MILE TO THE
 LY2778'TOP OF HILL TO A LARGE CINDER PILE AND A DIM TRACK ROAD ON THE
 LY2778'RIGHT.  TURN RIGHT BETWEEN THE CINDER PILE AND A POWERLINE POLE AND
 LY2778'GO SOUTH ON A DIM TRACK ROAD FOR 0.1 MILE TO A GAP IN A ROCK
 LY2778'FENCE LINE, CONTINUE SOUTH-SOUTHWEST ON THE DIM TRACK ROAD FOR 0.32
 LY2778'MILE TO A 16-INCH ELM TREE WITH A TRIANGULAR BLAZE AND THE STATION
 LY2778'ON THE LEFT.
 LY2778'
 LY2778'THE STATION MARK, A STANDARD DISK STAMPED JONES HILL 1959, IS
 LY2778'CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE BEDROCK WHICH IS
 LY2778'FLUSH WITH THE SURFACE OF THE GROUND.  IT 19 FEET NORTHEAST OF A
 LY2778'12-INCH ELM TREE WITH A TRIANGULAR BLAZE, 11.6 FEET SOUTHWEST OF AN
 LY2778'8-INCH HICKORY TREE AND 5 FEET NORTH OF THE CENTER OF A DIM WOODS
 LY2778'ROAD.
 LY2778'
 LY2778'REFERENCE MARK 1, A STANDARD DISK STAMPED JONES HILL NO 1 1959, IS
 LY2778'CEMENTED IN A DRILL HOLE IN TOP OF A LARGE BEDROCK WHICH IS FLUSH
 LY2778'WITH THE SURFACE OF THE GROUND.  IT IS 19 FEET SOUTH OF THE CENTER OF
 LY2778'A DIM WOODS ROAD, 51 FEET EAST OF A 12-INCH ELM TREE WITH A
 LY2778'TRIANGULAR BLAZE AND 41 FEET SOUTHEAST OF AN 8-INCH HICKORY TREE.
 LY2778'
 LY2778'REFERENCE MARK 2, A STANDARD DISK STAMPED JONES HILL NO 2 1959, IS
 LY2778'CEMENTED IS A DRILL HOLE IN THE TOP OF A 6 BY 9 FOOT BEDROCK WHICH
 LY2778'PROJECTS ABOUT 20 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 26
 LY2778'FEET WEST-SOUTHWEST OF A 12-INCH ELM TREE WITH A TRIANGULAR BLAZE,
 LY2778'19 FEET SOUTH OF THE CENTER OF A DIM TRACK ROAD AND IT ABOUT 2 FEET
 LY2778'LOWER THAN THE STATION.
 LY2778'
 LY2778'THE AZIMUTH MARK, A STANDARD DISK STAMPED JONES HILL 1959, IS
 LY2778'CEMENTED IN A DRILL HOLE IN THE TOP OF A 4 BY 5 FOOT BEDROCK
 LY2778'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 LY2778'76 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY 407 AND 50 FEET
 LY2778'NORTHWEST OF AN EAST AND WEST FENCE LINE.
 LY2778'
 LY2778'HEIGHT OF LIGHT ABOVE STATION MARK 22.70 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0482 ***********************************************************************
 KW0482  DESIGNATION -  JONESTOWN
 KW0482  PID         -  KW0482
 KW0482  STATE/COUNTY-  PA/LEBANON
 KW0482  USGS QUAD   -  FREDERICKSBURG (1978)
 KW0482
 KW0482                         *CURRENT SURVEY CONTROL
 KW0482  ___________________________________________________________________
 KW0482* NAD 83(1992)-  40 25 01.12617(N)    076 29 51.42517(W)     ADJUSTED  
 KW0482* NAVD 88     -       135.249  (meters)     443.73   (feet)  ADJUSTED  
 KW0482  ___________________________________________________________________
 KW0482  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 KW0482  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 KW0482  DYNAMIC HT  -         135.180 (meters)     443.50  (feet)  COMP
 KW0482  MODELED GRAV-     980,114.0   (mgal)                       NAVD 88
 KW0482
 KW0482  HORZ ORDER  -  SECOND
 KW0482  VERT ORDER  -  SECOND    CLASS 0
 KW0482
 KW0482.The horizontal coordinates were established by classical geodetic methods
 KW0482.and adjusted by the National Geodetic Survey in June 2002..
 KW0482
 KW0482.The orthometric height was determined by differential leveling
 KW0482.and adjusted by the National Geodetic Survey in June 1991..
 KW0482
 KW0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW0482
 KW0482.The geoid height was determined by GEOID03.
 KW0482
 KW0482.The dynamic height is computed by dividing the NAVD 88
 KW0482.geopotential number by the normal gravity value computed on the
 KW0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0482.degrees latitude (g = 980.6199 gals.).
 KW0482
 KW0482.The modeled gravity was interpolated from observed gravity values.
 KW0482
 KW0482;                    North         East     Units Scale Factor Converg.
 KW0482;SPC PA S     -   121,076.234   706,284.521   MT  0.99995967   +0 48 45.1
 KW0482;SPC PA S     -   397,230.94  2,317,201.80   sFT  0.99995967   +0 48 45.1
 KW0482;UTM  18      - 4,475,116.272   372,942.407   MT  0.99979872   -0 58 16.0
 KW0482
 KW0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW0482!SPC PA S     -   0.99998419  x   0.99995967  =   0.99994387
 KW0482!UTM  18      -   0.99998419  x   0.99979872  =   0.99978292
 KW0482
 KW0482:                Primary Azimuth Mark                     Grid Az
 KW0482:SPC PA S     -  JONESTOWN AZ MK                          053 33 22.2
 KW0482:UTM  18      -  JONESTOWN AZ MK                          055 20 23.3
 KW0482
 KW0482|---------------------------------------------------------------------|
 KW0482| PID    Reference Object                     Distance      Geod. Az  |
 KW0482|                                                           dddmmss.s |
 KW0482| KW0484 JONESTOWN AZ MK                                    0542207.3 |
 KW0482| KW0483 JONESTOWN RM 1                       26.926 METERS 07137     |
 KW0482| KW3064 JONESTOWN ST JOHNS CH CHRIST        APPROX. 1.5 KM 1054757.6 |
 KW0482| KW3050 LEBANON RADIO STA WLBR S MAST       APPROX. 7.1 KM 1520820.4 |
 KW0482| KW3051 LEBANON RADIO STA WLBR N MAST       APPROX. 7.2 KM 1522019.8 |
 KW0482| KW0481 JONESTOWN RM 2                       25.146 METERS 20726     |
 KW0482|---------------------------------------------------------------------|
 KW0482
 KW0482                          SUPERSEDED SURVEY CONTROL
 KW0482
 KW0482  NAD 83(1986)-  40 25 01.11836(N)    076 29 51.42905(W) AD(       ) 2
 KW0482  NAD 27      -  40 25 00.79530(N)    076 29 52.55650(W) AD(       ) 2
 KW0482  NGVD 29 (??/??/??)  135.458  (m)          444.42   (f) ADJUSTED    2 0
 KW0482
 KW0482.Superseded values are not recommended for survey control.
 KW0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0482.See file dsdata.txt to determine how the superseded data were derived.
 KW0482
 KW0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK7294275116(NAD 83)
 KW0482_MARKER: DS = TRIANGULATION STATION DISK
 KW0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0482_STAMPING: JONESTOWN 1960
 KW0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW0482+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2004
 KW0482
 KW0482  HISTORY     - Date     Condition        Report By
 KW0482  HISTORY     - 1960     MONUMENTED       CGS
 KW0482  HISTORY     - 1960     GOOD             CGS
 KW0482  HISTORY     - 20040328 GOOD             GEOCAC
 KW0482
 KW0482                          STATION DESCRIPTION
 KW0482
 KW0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW0482'THE STATION IS LOCATED ABOUT 7.0 MILES NORTH OF LEBANON, 2.5 MILES
 KW0482'SOUTH OF LICKDALE, 2.0 MILES EAST-NORTHEAST OF ONO, 1.0 MILE
 KW0482'NORTHWEST OF JONESTOWN AND IN THE TRAFFIC INTERCHANGE OF THE
 KW0482'JUNCTIONS OF U.S. HIGHWAY 22 AND STATE HIGHWAY 72.
 KW0482'
 KW0482'TO REACH THE STATION FROM THE POST OFFICE IN JONESTOWN, GO WEST OF
 KW0482'MAIN STREET FOR 0.92 MILE TO THE INTERSECTION OF STATE
 KW0482'HIGHWAY 72.  TURN RIGHT AND GO NORTH ON STATE HIGHWAY 72 FOR 0.28
 KW0482'MILE TO A LARGE CONCRETE BRIDGE OVER U.S. HIGHWAY 22 AND THE
 KW0482'STATION ON THE RIGHT, EAST, SIDE OF THE HIGHWAY.
 KW0482'
 KW0482'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S. HIGHWAY
 KW0482'22 FOR 0.33 MILE TO A CONCRETE BRIDGE AND THE AZIMUTH MARK ON
 KW0482'THE LEFT, NORTH, SIDE OF THE HIGHWAY, IN THE WEST END OF THE NORTH
 KW0482'BANISTER OF THE CONCRETE BRIDGE.
 KW0482'
 KW0482'THE STATION MARK, A STANDARD DISK STAMPED JONESTOWN 1960, IS SET IN
 KW0482'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 KW0482'SURFACE OF THE GROUND.  IT IS 61.5 FEET EAST OF THE CENTERLINE OF THE
 KW0482'NORTH BOUND TRAFFIC LANE OF STATE HIGHWAY 72 AND 42 FEET WEST
 KW0482'OF POWERLINE POLE NO 9.
 KW0482'
 KW0482'REFERENCE MARK 1, A STANDARD DISK STAMPED JONESTOWN NO 1 1960, IS SET
 KW0482'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 KW0482'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 52.5 FEET NORTHEAST OF
 KW0482'POWERLINE POLE NO 9 AND 2.0 FEET EAST-SOUTHEAST OF THE EAST
 KW0482'END OF A GUARD RAIL AND THE MARK IS ABOUT 2.0 FEET LOWER THAN THE
 KW0482'STATION MARK.
 KW0482'
 KW0482'REFERENCE MARK 2, A STANDARD DISK STAMPED JONESTOWN NO 2 1960, IS SET
 KW0482'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 KW0482'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 106 FEET SOUTHWEST OF
 KW0482'POWERLINE POLE NO 9, 24.5 FEET EAST OF THE CENTERLINE OF
 KW0482'THE NORTH BOUND TRAFFIC LANE OF STATE HIGHWAY 72 AND IS ABOUT THE
 KW0482'SAME ELEVATION AS THE STATION.
 KW0482'
 KW0482'THE AZIMUTH MARK, A STANDARD DISK STAMPED JONESTOWN 1960, IS CEMENTED
 KW0482'IN A DRILL HOLE IN THE TOP OF A CONCRETE BRIDGE BANISTER
 KW0482'PROJECTING ABOUT 3.0 FEET ABOVE THE SURFACE OF THE BRIDGE.  IT IS
 KW0482'17.4 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC LANE
 KW0482'OF U.S. HIGHWAY 22 AND 8 INCHES EAST OF THE WEST END OF THE NOTH
 KW0482'BANISTER OF THE CONCRETE BRIDGE.
 KW0482'
 KW0482'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KW0482
 KW0482                          STATION RECOVERY (1960)
 KW0482
 KW0482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KW0482'AT JONESTOWN.
 KW0482'AT JONESTOWN, AT THE JUNCTION OF STATE HIGHWAY 72 AND U.S.
 KW0482'HIGHWAY 22, IN THE NORTHWEST CORNER OF A TRIANGULAR SHAPED PLOT
 KW0482'OF GROUND, JUST SOUTHEAST OF THE CONCRETE BRIDGE OVER U.S.
 KW0482'HIGHWAY 22, 61.5 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND
 KW0482'TRAFFIC LANE OF STATE HIGHWAY 72, 42.0 FEET WEST OF POWERLINE
 KW0482'POLE NO. 9 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 KW0482
 KW0482                          STATION RECOVERY (2004)
 KW0482
 KW0482'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0482'DIRECTIONS TO THE STATION ARE FINE. THE POWERLINE POLE HAS BEEN
 KW0482'REMOVED AND TWO NEW POLES EXIST IN THE AREA.
 KW0482'A NEW DESCRIPTION OF THE STATION, RM1 AND RM2 FOLLOWS...
 KW0482' 
 KW0482'THE STATION MARK, A STANDARD DISK STAMPED JONESTOWN 1960, IS SET IN
 KW0482'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE
 KW0482'OF THE GROUND.  IT IS 61.5 FEET EAST OF THE CENTERLINE OF THE NORTH
 KW0482'BOUND TRAFFIC LANE OF STATE HIGHWAY 72 AND 42.5 FEET NORTH OF GPU
 KW0482'ENERGY POWERLINE POLE 34860-39713, 30 FEET EAST OF GPU ENERGY
 KW0482'POWERLINE POLE 34858-39716.
 KW0482' 
 KW0482'REFERENCE MARK 1, A STANDARD DISK STAMPED JONESTOWN NO 1 1960, IS SET
 KW0482' 
 KW0482'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTS 2 INCHES
 KW0482'ABOVE GROUND SURFACE, 101 FEET NORTHEAST OF GPU ENERGY POWERLINE POLE
 KW0482'34860-39713, 1 FOOT WEST OF A WHITE PLASTIC POLE AND 2.0 FEET
 KW0482'EAST-SOUTHEAST OF AN OLD FOUNDATION FOR A GUARDRAIL, AND THE MARK IS
 KW0482'ABOUT 2.0 FEET LOWER THAN THE STATION MARK.
 KW0482' 
 KW0482'REFERENCE MARK 2, A STANDARD DISK STAMPED JONESTOWN NO 2 1960, IS SET
 KW0482'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 KW0482'APPROXIMATELY 2 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 57.75
 KW0482'FEET WEST SOUTHWEST OF GPU ENERGY POWERLINE POLE 34860-39713, 24.5
 KW0482'FEET EAST OF THE CENTERLINE OF THE NORTH BOUND TRAFFIC LANE OF STATE
 KW0482'HIGHWAY 72 AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 KW0482' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0484 ***********************************************************************
 KW0484  DESIGNATION -  JONESTOWN AZ MK
 KW0484  PID         -  KW0484
 KW0484  STATE/COUNTY-  PA/LEBANON
 KW0484  USGS QUAD   -  FREDERICKSBURG (1978)
 KW0484
 KW0484                         *CURRENT SURVEY CONTROL
 KW0484  ___________________________________________________________________
 KW0484* NAD 83(1986)-  40 25 10.     (N)    076 29 38.     (W)     SCALED    
 KW0484* NAVD 88     -       135.928  (meters)     445.96   (feet)  ADJUSTED  
 KW0484  ___________________________________________________________________
 KW0484  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 KW0484  DYNAMIC HT  -         135.858 (meters)     445.73  (feet)  COMP
 KW0484  MODELED GRAV-     980,114.4   (mgal)                       NAVD 88
 KW0484
 KW0484  VERT ORDER  -  SECOND    CLASS 0
 KW0484
 KW0484.The horizontal coordinates were scaled from a topographic map and have
 KW0484.an estimated accuracy of +/- 6 seconds.
 KW0484
 KW0484.The orthometric height was determined by differential leveling
 KW0484.and adjusted by the National Geodetic Survey in June 1991..
 KW0484
 KW0484.The geoid height was determined by GEOID03.
 KW0484
 KW0484.The dynamic height is computed by dividing the NAVD 88
 KW0484.geopotential number by the normal gravity value computed on the
 KW0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0484.degrees latitude (g = 980.6199 gals.).
 KW0484
 KW0484.The modeled gravity was interpolated from observed gravity values.
 KW0484
 KW0484;                    North         East    Units  Estimated Accuracy
 KW0484;SPC PA S     -   121,350.      706,600.      MT  (+/- 180 meters Scaled)
 KW0484
 KW0484                          SUPERSEDED SURVEY CONTROL
 KW0484
 KW0484  NGVD 29 (??/??/??)  136.137  (m)          446.64   (f) ADJUSTED    2 0
 KW0484
 KW0484.Superseded values are not recommended for survey control.
 KW0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0484.See file dsdata.txt to determine how the superseded data were derived.
 KW0484
 KW0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK732753(NAD 83)
 KW0484_MARKER: DZ = AZIMUTH MARK DISK
 KW0484_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0484_SP_SET: BRIDGE
 KW0484_STAMPING: JONESTOWN 1960
 KW0484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW0484+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2004
 KW0484
 KW0484  HISTORY     - Date     Condition        Report By
 KW0484  HISTORY     - 1960     MONUMENTED       CGS
 KW0484  HISTORY     - 20040328 GOOD             GEOCAC
 KW0484
 KW0484                          STATION DESCRIPTION
 KW0484
 KW0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0484'AT JONESTOWN.
 KW0484'ABOUT 0.3 MILE EAST ALONG U.S. HIGHWAY 22 FROM THE JUNCTION OF
 KW0484'STATE HIGHWAY 72 AND U.S. HIGHWAY 22, SET IN THE TOP OF THE WEST
 KW0484'END OF THE NORTH BANISTER OF THE CONCRETE BRIDGE OF U.S. HIGHWAY
 KW0484'22 OVER THE READING RAILWAY, 17.4 FEET NORTH OF THE CENTERLINE
 KW0484'OF THE WEST BOUND TRAFFIC LANE OF U.S. HIGHWAY 22, 0.8 FEET
 KW0484'EAST OF THE WEST END OF THE NORTH BANISTER AND PROJECTING ABOUT
 KW0484'3.0 FEET ABOVE THE SURFACE OF THE HIGHWAY.
 KW0484
 KW0484                          STATION RECOVERY (2004)
 KW0484
 KW0484'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0484'READING RAILWAY LINE HAS BEEN REMOVED BUT BRIDGE STILL EXISTS OVER
 KW0484'ROADBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0483 ***********************************************************************
 KW0483  DESIGNATION -  JONESTOWN RM 1
 KW0483  PID         -  KW0483
 KW0483  STATE/COUNTY-  PA/LEBANON
 KW0483  USGS QUAD   -  FREDERICKSBURG (1978)
 KW0483
 KW0483                         *CURRENT SURVEY CONTROL
 KW0483  ___________________________________________________________________
 KW0483* NAD 83(1986)-  40 25 00.     (N)    076 29 51.     (W)     SCALED    
 KW0483* NAVD 88     -       134.468  (meters)     441.17   (feet)  ADJUSTED  
 KW0483  ___________________________________________________________________
 KW0483  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 KW0483  DYNAMIC HT  -         134.399 (meters)     440.94  (feet)  COMP
 KW0483  MODELED GRAV-     980,114.0   (mgal)                       NAVD 88
 KW0483
 KW0483  VERT ORDER  -  SECOND    CLASS 0
 KW0483
 KW0483.The horizontal coordinates were scaled from a topographic map and have
 KW0483.an estimated accuracy of +/- 6 seconds.
 KW0483
 KW0483.The orthometric height was determined by differential leveling
 KW0483.and adjusted by the National Geodetic Survey in June 1991..
 KW0483
 KW0483.The geoid height was determined by GEOID03.
 KW0483
 KW0483.The dynamic height is computed by dividing the NAVD 88
 KW0483.geopotential number by the normal gravity value computed on the
 KW0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0483.degrees latitude (g = 980.6199 gals.).
 KW0483
 KW0483.The modeled gravity was interpolated from observed gravity values.
 KW0483
 KW0483;                    North         East    Units  Estimated Accuracy
 KW0483;SPC PA S     -   121,040.      706,300.      MT  (+/- 180 meters Scaled)
 KW0483
 KW0483                          SUPERSEDED SURVEY CONTROL
 KW0483
 KW0483  NGVD 29 (??/??/??)  134.677  (m)          441.85   (f) ADJUSTED    2 0
 KW0483
 KW0483.Superseded values are not recommended for survey control.
 KW0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0483.See file dsdata.txt to determine how the superseded data were derived.
 KW0483
 KW0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK729750(NAD 83)
 KW0483_MARKER: DR = REFERENCE MARK DISK
 KW0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0483_STAMPING: JONESTOWN NO 1 1960
 KW0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0483+STABILITY: SURFACE MOTION
 KW0483
 KW0483  HISTORY     - Date     Condition        Report By
 KW0483  HISTORY     - 1960     MONUMENTED       CGS
 KW0483  HISTORY     - 20040328 GOOD             GEOCAC
 KW0483
 KW0483                          STATION DESCRIPTION
 KW0483
 KW0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0483'AT JONESTOWN.
 KW0483'AT JONESTOWN, AT THE JUNCTION OF STATE HIGHWAY 72 AND U.S.
 KW0483'HIGHWAY 22, SOUTHEAST OF THE CONCRETE BRIDGE OVER U.S. HIGHWAY
 KW0483'22, ALONG THE NORTH SIDE OF THE WEST BOUND TRAFFIC CIRCLE ONTO
 KW0483'STATE HIGHWAY 72, 88.3 FEET NORTHEAST OF THE STATION, 52.5 FEET
 KW0483'NORTHEAST OF POWERLINE POLE NO. 9, 2.0 FEET EAST-SOUTHEAST
 KW0483'OF THE EAST END OF A GUARD RAIL, SET IN THE TOP OF A CONCRETE
 KW0483'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 KW0483
 KW0483                          STATION RECOVERY (2004)
 KW0483
 KW0483'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0483'THE POWERLINE POLE HAS BEEN REMOVED AND TWO NEW POLES EXIST IN THE
 KW0483'AREA.
 KW0483'A NEW DESCRIPTION OF THE STATION FOLLOWS...
 KW0483'AT JONESTOWN, AT THE JUNCTION OF STATE HIGHWAY 72 AND U.S. HIGHWAY
 KW0483'22, SOUTHEAST OF THE CONCRETE BRIDGE OVER U.S. HIGHWAY 22, ALONG THE
 KW0483' 
 KW0483'NORTH SIDE OF THE WEST BOUND TRAFFIC CIRCLE ONTO STATE HIGHWAY 72,
 KW0483'88.3 FEET NORTHEAST OF THE STATION, 101 FEET NORTHEAST OF GPU ENERGY
 KW0483' 
 KW0483'POWERLINE POLE 34860-39713, 2.0 FEET EAST-SOUTHEAST OF THE EAST END
 KW0483'OF THE OLD FOUNDATION FOR A GUARD RAIL, 1 FOOT WEST OF A WHITE
 KW0483'PLASTIC POLE, SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 2
 KW0483' 
 KW0483'INCHES ABOVE GROUND.
 KW0483' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0481 ***********************************************************************
 KW0481  DESIGNATION -  JONESTOWN RM 2
 KW0481  PID         -  KW0481
 KW0481  STATE/COUNTY-  PA/LEBANON
 KW0481  USGS QUAD   -  FREDERICKSBURG (1978)
 KW0481
 KW0481                         *CURRENT SURVEY CONTROL
 KW0481  ___________________________________________________________________
 KW0481* NAD 83(1986)-  40 25 00.     (N)    076 29 51.     (W)     SCALED    
 KW0481* NAVD 88     -       135.882  (meters)     445.81   (feet)  ADJUSTED  
 KW0481  ___________________________________________________________________
 KW0481  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 KW0481  DYNAMIC HT  -         135.813 (meters)     445.58  (feet)  COMP
 KW0481  MODELED GRAV-     980,114.0   (mgal)                       NAVD 88
 KW0481
 KW0481  VERT ORDER  -  SECOND    CLASS 0
 KW0481
 KW0481.The horizontal coordinates were scaled from a topographic map and have
 KW0481.an estimated accuracy of +/- 6 seconds.
 KW0481
 KW0481.The orthometric height was determined by differential leveling
 KW0481.and adjusted by the National Geodetic Survey in June 1991..
 KW0481
 KW0481.The geoid height was determined by GEOID03.
 KW0481
 KW0481.The dynamic height is computed by dividing the NAVD 88
 KW0481.geopotential number by the normal gravity value computed on the
 KW0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0481.degrees latitude (g = 980.6199 gals.).
 KW0481
 KW0481.The modeled gravity was interpolated from observed gravity values.
 KW0481
 KW0481;                    North         East    Units  Estimated Accuracy
 KW0481;SPC PA S     -   121,040.      706,300.      MT  (+/- 180 meters Scaled)
 KW0481
 KW0481                          SUPERSEDED SURVEY CONTROL
 KW0481
 KW0481  NGVD 29 (??/??/??)  136.091  (m)          446.49   (f) ADJUSTED    2 0
 KW0481
 KW0481.Superseded values are not recommended for survey control.
 KW0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0481.See file dsdata.txt to determine how the superseded data were derived.
 KW0481
 KW0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK729750(NAD 83)
 KW0481_MARKER: DR = REFERENCE MARK DISK
 KW0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0481_STAMPING: JONESTOWN NO 2 1960
 KW0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0481+STABILITY: SURFACE MOTION
 KW0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW0481+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2004
 KW0481
 KW0481  HISTORY     - Date     Condition        Report By
 KW0481  HISTORY     - 1960     MONUMENTED       CGS
 KW0481  HISTORY     - 20040328 GOOD             GEOCAC
 KW0481
 KW0481                          STATION DESCRIPTION
 KW0481
 KW0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0481'AT JONESTOWN.
 KW0481'AT JONESTOWN, AT THE JUNCTION OF STATE HIGHWAY 72 AND U.S.
 KW0481'HIGHWAY 22 AND JUST SOUTH OF THE CONCRETE BRIDGE OVER U.S.
 KW0481'HIGHWAY 22, 82.5 FEET SOUTHWEST OF THE STATION, 106.0 FEET SOUTHWEST
 KW0481'OF POWERLINE POLE NO. 9, 24.5 FEET EAST OF THE CENTERLINE OF
 KW0481'THE NORTH BOUND TRAFFIC LANE OF STATE HIGHWAY 72, SET IN THE
 KW0481'TOP OF A CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.
 KW0481
 KW0481                          STATION RECOVERY (2004)
 KW0481
 KW0481'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0481'AT JONESTOWN, AT THE JUNCTION OF STATE HIGHWAY 72 AND U.S. HIGHWAY 22
 KW0481'AND JUST SOUTH OF THE CONCRETE BRIDGE OVER U.S. HIGHWAY 22, 82.5 FEET
 KW0481'SOUTHWEST OF THE STATION, 57.75 FEET WESTSOUTHWEST OF GPU ENERGY
 KW0481'POWERLINE POLE 34860-39713, 24.5 FEET EAST OF THE CENTERLINE OF THE
 KW0481'NORTH BOUND TRAFFIC LANE OF STATE HIGHWAY 72, SET IN THE TOP OF A
 KW0481'CONCRETE MONUMENT APPROXIMATELY 2 INCHES BELOW THE SURFACE OF THE
 KW0481'GROUND.
 KW0481' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3064 ***********************************************************************
 KW3064  DESIGNATION -  JONESTOWN ST JOHNS CH CHRIST
 KW3064  PID         -  KW3064
 KW3064  STATE/COUNTY-  PA/LEBANON
 KW3064  USGS QUAD   -  FREDERICKSBURG (1978)
 KW3064
 KW3064                         *CURRENT SURVEY CONTROL
 KW3064  ___________________________________________________________________
 KW3064* NAD 83(1992)-  40 24 47.95456(N)    076 28 50.54593(W)     ADJUSTED  
 KW3064* NAVD 88     -                                                        
 KW3064  ___________________________________________________________________
 KW3064  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 KW3064  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 KW3064
 KW3064  HORZ ORDER  -  THIRD
 KW3064
 KW3064.The horizontal coordinates were established by classical geodetic methods
 KW3064.and adjusted by the National Geodetic Survey in June 2002..
 KW3064
 KW3064
 KW3064.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3064
 KW3064.The geoid height was determined by GEOID03.
 KW3064
 KW3064;                    North         East     Units Scale Factor Converg.
 KW3064;SPC PA S     -   120,690.502   707,725.421   MT  0.99995971   +0 49 24.6
 KW3064;SPC PA S     -   395,965.42  2,321,929.15   sFT  0.99995971   +0 49 24.6
 KW3064;UTM  18      - 4,474,685.949   374,370.369   MT  0.99979428   -0 57 36.2
 KW3064
 KW3064                          SUPERSEDED SURVEY CONTROL
 KW3064
 KW3064  NAD 83(1986)-  40 24 47.94677(N)    076 28 50.54978(W) AD(       ) 4
 KW3064  NAD 27      -  40 24 47.62300(N)    076 28 51.68000(W) AD(       ) 3
 KW3064
 KW3064.Superseded values are not recommended for survey control.
 KW3064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3064.See file dsdata.txt to determine how the superseded data were derived.
 KW3064
 KW3064_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK7437074686(NAD 83)
 KW3064_MARKER: 90 = CHURCH SPIRE
 KW3064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW3064+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2004
 KW3064
 KW3064  HISTORY     - Date     Condition        Report By
 KW3064  HISTORY     - 1960     FIRST OBSERVED   CGS
 KW3064  HISTORY     - 1965     GOOD             USN
 KW3064  HISTORY     - 20040523 GOOD             GEOCAC
 KW3064
 KW3064                          STATION DESCRIPTION
 KW3064
 KW3064'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW3064'THE STATION IS THE BALL SHAPED ORNAMENT AT THE APEX OF THE ST JOHNS
 KW3064'UNITED CHURCH OF CHRIST SPIRE.  LOCATED IN THE WEST CENTRAL
 KW3064'SECTION OF JONESTOWN AND IN THE SOUTHEAST ANGLE OF THE INTERSECTION
 KW3064'OF SOUTH WALNUT AND WEST MARKET STREET.  IT IS MOUNTED ON THE
 KW3064'APEX OF THE BELFRY ON THE NORTH END OF THE CHURCH BUILDING WHICH IS
 KW3064'CONSTRUCTED OF RED BRICK.  THE SPIRE IS BLACK, TRIMMED IN
 KW3064'SILVER WITH A GOLD COLORED BALL MOUNTED AT THE APEX AND CENTER.  THE
 KW3064'OVERALL HEIGHT OF THE STRUCTURE IS APPROXIMATELY 75 FEET.
 KW3064
 KW3064                          STATION RECOVERY (1965)
 KW3064
 KW3064'RECOVERY NOTE BY US NAVY 1965
 KW3064'STATION WAS RECOVERED.
 KW3064
 KW3064                          STATION RECOVERY (2004)
 KW3064
 KW3064'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW3064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1636 ***********************************************************************
 KV1636  FBN         -  This is a Federal Base Network Control Station.
 KV1636  DESIGNATION -  JORDAN
 KV1636  PID         -  KV1636
 KV1636  STATE/COUNTY-  PA/LEHIGH
 KV1636  USGS QUAD   -  CATASAUQUA (1992)
 KV1636
 KV1636                         *CURRENT SURVEY CONTROL
 KV1636  ___________________________________________________________________
 KV1636* NAD 83(1992)-  40 37 39.70717(N)    075 29 00.80753(W)     ADJUSTED  
 KV1636* NAVD 88     -       101.823  (meters)     334.06   (feet)  ADJUSTED  
 KV1636  ___________________________________________________________________
 KV1636  X           -   1,215,105.162 (meters)                     COMP
 KV1636  Y           -  -4,692,906.887 (meters)                     COMP
 KV1636  Z           -   4,131,176.128 (meters)                     COMP
 KV1636  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 KV1636  ELLIP HEIGHT-          67.37  (meters)          (03/28/01) GPS OBS
 KV1636  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 KV1636  DYNAMIC HT  -         101.773 (meters)     333.90  (feet)  COMP
 KV1636  MODELED GRAV-     980,137.2   (mgal)                       NAVD 88
 KV1636
 KV1636  HORZ ORDER  -  B
 KV1636  VERT ORDER  -  SECOND    CLASS 0
 KV1636  ELLP ORDER  -  THIRD     CLASS II
 KV1636
 KV1636.The horizontal coordinates were established by GPS observations
 KV1636.and adjusted by the National Geodetic Survey in April 1993..
 KV1636
 KV1636.The orthometric height was determined by differential leveling
 KV1636.and adjusted by the National Geodetic Survey in June 1991..
 KV1636
 KV1636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1636
 KV1636.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1636
 KV1636.The ellipsoidal height was determined by GPS observations
 KV1636.and is referenced to NAD 83.
 KV1636
 KV1636.The geoid height was determined by GEOID03.
 KV1636
 KV1636.The dynamic height is computed by dividing the NAVD 88
 KV1636.geopotential number by the normal gravity value computed on the
 KV1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1636.degrees latitude (g = 980.6199 gals.).
 KV1636
 KV1636.The modeled gravity was interpolated from observed gravity values.
 KV1636
 KV1636;                    North         East     Units Scale Factor Converg.
 KV1636;SPC PA S     -   146,181.087   791,728.583   MT  0.99996426   +1 28 13.6
 KV1636;SPC PA S     -   479,595.78  2,597,529.53   sFT  0.99996426   +1 28 13.6
 KV1636;UTM  18      - 4,497,541.544   459,104.014   MT  0.99962059   -0 18 53.5
 KV1636
 KV1636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1636!SPC PA S     -   0.99998943  x   0.99996426  =   0.99995369
 KV1636!UTM  18      -   0.99998943  x   0.99962059  =   0.99961003
 KV1636
 KV1636|---------------------------------------------------------------------|
 KV1636| PID    Reference Object                     Distance      Geod. Az  |
 KV1636|                                                           dddmmss.s |
 KV1636| KV3530 JORDAN RM 3                          17.878 METERS 05613     |
 KV1636| KV1638 JORDAN RM 1                          19.509 METERS 06140     |
 KV1636| KV3606 ALLENTOWN PA P AND L BLDG FLAG      APPROX. 3.0 KM 1672431.7 |
 KV1636| KV3621 ALLENTOWN RAD STA WKAP S MAST       174.823 METERS 30147     |
 KV1636| KV1637 JORDAN RM 2                           7.831 METERS 32010     |
 KV1636|---------------------------------------------------------------------|
 KV1636
 KV1636                          SUPERSEDED SURVEY CONTROL
 KV1636
 KV1636  ELLIP H (04/16/93)   67.30   (m)                       GP(       ) 4 1
 KV1636  NAD 83(1986)-  40 37 39.70467(N)    075 29 00.81722(W) AD(       ) 2
 KV1636  NAD 27      -  40 37 39.34930(N)    075 29 02.15890(W) AD(       ) 2
 KV1636  NAVD 88 (04/16/93)  101.82   (m)          334.1    (f) LEVELING    3  
 KV1636  NGVD 29 (??/??/??)  102.037  (m)          334.77   (f) ADJUSTED    2 0
 KV1636
 KV1636.Superseded values are not recommended for survey control.
 KV1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1636.See file dsdata.txt to determine how the superseded data were derived.
 KV1636
 KV1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK5910497542(NAD 83)
 KV1636_MARKER: DS = TRIANGULATION STATION DISK
 KV1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1636_SP_SET: CONCRETE POST
 KV1636_STAMPING: JORDAN 334.766 1960
 KV1636_MARK LOGO: CGS   
 KV1636_PROJECTION: FLUSH
 KV1636_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1636+STABILITY: SURFACE MOTION
 KV1636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1636+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2006
 KV1636
 KV1636  HISTORY     - Date     Condition        Report By
 KV1636  HISTORY     - 1960     MONUMENTED       CGS
 KV1636  HISTORY     - 1960     GOOD             CGS
 KV1636  HISTORY     - 1974     GOOD             NGS
 KV1636  HISTORY     - 1976     GOOD             NGS
 KV1636  HISTORY     - 1985     GOOD             NGS
 KV1636  HISTORY     - 19850516 GOOD             NJGS
 KV1636  HISTORY     - 19881111 GOOD             NGS
 KV1636  HISTORY     - 19920825 GOOD             NGS
 KV1636  HISTORY     - 19950701 GOOD             STEWRT
 KV1636  HISTORY     - 19961121 GOOD             NJGS
 KV1636  HISTORY     - 20000307 GOOD             NGS
 KV1636  HISTORY     - 20000913 GOOD             NGS
 KV1636  HISTORY     - 20010502 GOOD             PADT
 KV1636  HISTORY     - 20030205 GOOD             PADT
 KV1636  HISTORY     - 20040601 GOOD             PADT
 KV1636  HISTORY     - 20060227 GOOD             PADT
 KV1636
 KV1636                          STATION DESCRIPTION
 KV1636
 KV1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV1636'THE STATION IS LOCATED ABOUT 2.0 MILES NORTH OF THE CENTER SECTION OF
 KV1636'ALLENTOWN AND ABOUT 1.0 MILE WEST-SOUTHWEST OF FULLERTON.  IN
 KV1636'THE BOUNDS OF THE CLOVERLEAF FOR THE JUNCTIONS OF U.S. HIGHWAY 22,
 KV1636'STATE HIGHWAY 145 AND THE SEVENTH STREET INTERCHANGE FOR
 KV1636'DOWNTOWN ALLENTOWN.
 KV1636'
 KV1636'NO TO REACH NECESSARY.
 KV1636'
 KV1636'THE STATION MARK, A STANDARD DISK STAMPED JORDAN 1960, IS SET IN THE
 KV1636'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE
 KV1636'OF THE GROUND.  IT IS ABOUT 300 FEET SOUTHEAST OF THE SOUTHEAST
 KV1636'CORNER OF ALLENTOWN, WKAP RADIO STATION BUILDING, 250 FEET
 KV1636'SOUTH-SOUTHWEST OF THE SOUTH SIDE OF THE PORTLAND CEMENT CO., OFFICE
 KV1636'BUILDING, 0.07 MILE NORTH OF THE NORTH END OF THE CONCRETE
 KV1636'OVERPASS BRIDGE OF THE INTERCHANGE, 86 FEET NORTH-NORTHEAST OF
 KV1636'POWERLINE POLE NO 11, 43 FEET EAST OF THE CENTERLINE OF THE NORTH
 KV1636'BOUND TRAFFIC LANE OF STATE HIGHWAY 145, 30 FEET SOUTHEAST OF
 KV1636'THE NORTH END OF A SIDE WALK AND 28 FEET SOUTH-SOUTHWEST OF THE
 KV1636'CENTERLINE OF THE RAMP TO THE NORTH BOUND TRAFFIC TO STATE
 KV1636'HIGHWAY 145.
 KV1636'
 KV1636'REFERENCE MARK 1, A STANDARD DISK STAMPED JORDAN NO 1 1960, IS
 KV1636'CEMENTED IN A DRILL HOLE IN THE TOP OF A 10-INCH BY 4.0 FOOT
 KV1636'DRAINAGE ABUTMENT PROJECTION ABOUT 2 INCHES ABOVE THE SURFACE OF THE
 KV1636'GROUND.  IT IS 17.0 FEET NORTH OF THE CENTERLINE OF THE RAMP
 KV1636'OF THE NORTH BOUND TRAFFIC TO STATE HIGHWAY 145, 3.2 FEET EAST OF THE
 KV1636'WEST END OF THE DRAINAGE ABUTMENT, 2.9 FEET WEST OF THE EAST
 KV1636'END OF THE DRAINAGE ABUTMENT, 1.3 FEET SOUTH OF THE SOUTH EDGE OF
 KV1636'THE DRAINAGE MANHOLE AND IS 0.6 FEET HIGHER THAN THE STATION.
 KV1636'
 KV1636'REFERENCE MARK 2, A STANDARD DISK STAMPED JORDAN NO 2 1960, IS
 KV1636'CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE CURBING
 KV1636'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 112.0 FEET NORTH OF
 KV1636'POWERLINE POLE NO. 11, 33 FEET EAST OF THE CENTERLINE OF THE
 KV1636'NORTH BOUND TRAFFIC LANE OF STATE HIGHWAY 145, 18.0 FEET SOUTH OF THE
 KV1636'CENTERLINE OF THE RAMP OF THE NORTH BOUND TRAFFIC TO STATE
 KV1636'HIGWAY 145 AND IS ABOUT 0.6 INCHES HIGHER THAN THE STATION.
 KV1636'
 KV1636'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 KV1636'
 KV1636'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS
 KV1636
 KV1636                          STATION RECOVERY (1960)
 KV1636
 KV1636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KV1636'AT ALLENTOWN.
 KV1636'AT ALLENTOWN, AT THE INTERSECTION OF U.S. HIGHWAY 22, STATE
 KV1636'HIGHWAY 145 AND THE SEVENTH STREET INTERCHANGE, IN THE CLOVERLEAF
 KV1636'INTERCHANGE, 43 FEET EAST OF THE CENTER LINE OF THE EAST BOUND
 KV1636'LANE OF STATE HIGHWAY 145, ABOUT 300 FEET SOUTHEAST OF THE
 KV1636'SOUTHEAST CORNER OF THE BUILDING FOR RADIO STATION WKAP, 250 FEET
 KV1636'SOUTHEAST OF THE SOUTHEAST CORNER OF THE PORTLAND CEMENT COMPANY
 KV1636'OFFICE BUILDING, 86 FEET NORTHEAST OF POWER LINE POLE NO. 11, ABOUT
 KV1636'275 FEET NORTHEAST OF THE NORTH END OF THE LARGE STATE HIGHWAY 145
 KV1636'BRIDGE OVER U.S. HIGHWAY 22, 30 FEET SOUTHEAST OF THE NORTH END
 KV1636'OF A SIDEWALK AND 28 FEET SOUTHWEST OF A CONNECTING ROAD, SET IN THE
 KV1636'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KV1636
 KV1636                          STATION RECOVERY (1974)
 KV1636
 KV1636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KV1636'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 KV1636'CONDITION AS DESCRIBED IN THE 1960 DESCRIPTION.  THE ROAD WHICH IS
 KV1636'NEAR THE STATION IS NOW UNDER REPAIR, HOWEVER THE STATION IS IN NO
 KV1636'DANGER OF BEING DISTURBED IN ANY WAY.
 KV1636'
 KV1636'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN, 2 MILES NORTH OF
 KV1636'ALLENTOWN
 KV1636
 KV1636                          STATION RECOVERY (1976)
 KV1636
 KV1636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KV1636'RECOVERED IN GOOD CONDITION.
 KV1636
 KV1636                          STATION RECOVERY (1985)
 KV1636
 KV1636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KV1636'RECOVERED IN GOOD CONDITION.
 KV1636
 KV1636                          STATION RECOVERY (1985)
 KV1636
 KV1636'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1985 (CLN)
 KV1636'THE STATION MARK AND REFERENCE MARK THREE WERE FOUND IN GOOD
 KV1636'CONDITION.  THERE WAS NO SIGN OF REFERENCE MARK ONE FOUND.  THE DRILL
 KV1636'HOLE FOR REFERENCE MARK TWO WAS FOUND AND ITS APPROXIMATE CENTER WAS
 KV1636'MEASURED AND FOUND TO BE WITHIN CLOSE AGREEMENT WITH THE MOST RECENT
 KV1636'INFORMATION AVAILABLE.  THE HORIZONTAL ANGLE FROM THE PP AND L FLAG TO
 KV1636'REFERENCE MARKS TWO AND THREE BOTH WERE FOUND TO BE WITHIN CLOSE
 KV1636'AGREEMENT WITH THE MOST RECENT INFORMATION AVAILABLE.  A LONGER
 KV1636'DISTANCE OF 0.007 M (0.023 FT) OR 0.03 FT (0.91 CM) WAS NOTED TO
 KV1636'REFERENCE MARK THREE.  THE REASON FOR THE DIFFERENCES COULD NOT BE
 KV1636'DETERMINED IN THE FIELD AT THIS TIME.  A NEW REFERENCE MARK FOUR WAS
 KV1636'ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 KV1636' 
 KV1636'THE STATION IS LOCATED 3.25 KM (2.00 MI) NORTH FROM THE CENTER OF
 KV1636'ALLENTOWN, 1.5 KM (0.95 MI) WEST SOUTHWEST FROM FULLERTON AND IN THE
 KV1636'NORTHEAST ANGLE OF THE INTERSECTION OF US HIGHWAY 22, STATE HIGHWAY
 KV1636'145, SEVENTH STREET (SOUTH) AND MACARTHUR ROAD, NORTH.  IT IS JUST
 KV1636'SOUTHWEST FROM THE EXIT ROAD FROM US HIGHWAY 22 WESTBOUND ONTO STATE
 KV1636'HIGHWAY 145 MAC ARTHUR ROAD NORTHBOUND.  OWNERSHIP- ROAD RIGHT-OF-WAY.
 KV1636'NO TO-REACH IS NECESSARY, LOCATION IS A ADEQUATE TO REACH.
 KV1636' 
 KV1636'THE STATION IS A STANDARD CGS DISK STAMPED--JORDAN 334.766 1960--, SET
 KV1636'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 KV1636'DIAMETER, FLUSH WITH GROUND. LOCATED 41.5 FT (12.6 M) E FROM THE
 KV1636'CENTER OF THE NORTHBOUND LANE OF MAC ARTHUR ROAD, 33.5 FT (10.2 M) SW
 KV1636'FROM THE CENTER OF THE EXIT ROAD FROM US HIGHWAY 22, 85.0 FT (25.9 M)
 KV1636'N FROM A POWERLINE POLE NUMBERED 62897 S47949, 12.0 FT (3.7 M) NE FROM
 KV1636'THE CENTER OF THE NORTH ONE OF TWO MANHOLES, AND 8.0 FT (2.4 M) E FROM
 KV1636'THE EAST EDGE OF A SIDEWALK.
 KV1636' 
 KV1636'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--JORDAN 1960 NO 3
 KV1636'1976--, CEMENTED IN A DRILL HOLE IN THE HEADWALL FOR A CATCH BASIN
 KV1636'ALONG THE NORTHEAST SIDE OF THE EXIT ROAD AND IT PROJECTS 0.2 M (0.7
 KV1636'FT) ABOVE THE ROAD LOCATED 103.3 FT (31.5 M) E FROM THE CENTER OF THE
 KV1636'NORTHBOUND LANE OF MAC ARTHUR ROAD, 12.5 FT (3.8 M) NE FROM THE CENTER
 KV1636'OF THE EXIT ROAD, 2.0 FT (0.6 M) NE FROM THE CENTER OF THE CATCH
 KV1636'BASIN, 2.4 FT (0.7 M) NW FROM THE SOUTHEAST END OF THE CATCH BASIN
 KV1636'HEADWALL, AND 0.89 FT (27.13 CM) LOWER THAN THE STATION.
 KV1636' 
 KV1636'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--JORDAN 1960 NO 4
 KV1636'1985--, CEMENTED IN A DRILL HOLE IN A CURB ALONG THE SOUTHWEST SIDE O
 KV1636'THE EXIT ROAD WHERE A SIDEWALK CROSSES THE EXIT ROAD LOCATED 28.8 FT
 KV1636'(8.8 M) E FROM THE CENTER OF THE NORTHBOUND LANE OF THE MACARTHUR
 KV1636'ROAD, 24.0 FT (7.3 M) SW FROM THE CENTER OF THE EXIT ROAD, 113.0 FT
 KV1636'(34.4 M) N FROM THE POWERLINE POLE NUMBERED 62897 S47949, 6.0 FT (1.8
 KV1636'M) SE FROM THE MOST NORTHERLY POINT OF CURB, AND 1.18 FT (0.36 M) ,
 KV1636'HIGHER THAN THE STATION.
 KV1636'THE ALLENTOWN PA P AND L BUILDING FLAG MAY SERVE AS AN AZIMUTH MARK
 KV1636'FOR THIS STATION, SEE DESCRIPTION THEREOF.
 KV1636
 KV1636                          STATION RECOVERY (1988)
 KV1636
 KV1636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KV1636'THE STATION WAS RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT SEARCHED
 KV1636'FOR.  A COMPLETE DESCRIPTION FOLLOWS.
 KV1636'THE STATION IS LOCATED ON THE NORTHWEST EDGE OF ALLENTOWN, AND ON THE
 KV1636'SOUTH EDGE OF WHITEHALL, IN THE NORTHEAST ANGLE OF THE INTERSECTION OF
 KV1636'U.S. HIGHWAY 22 AND STATE HIGHWAY 145, IN THE NORTH CORNER OF THE
 KV1636'SMALL GRASS TRIANGULAR TRAFFIC ISLAND BETWEEN THE ON AND OFF RAMPS FOR
 KV1636'HIGHWAY 22 AND THE JUNCTION OF HIGHWAY 145.
 KV1636'OWNERSHIP--PENNSYLVANIA DEPARTMENT OF TRANSPORTATION.
 KV1636'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 22 AND THE
 KV1636'STATE HIGHWAY 145 OVERPASS BRIDGE, GO NORTH FOR 0.2 KM (0.10 MI) ON
 KV1636'HIGHWAY 145 TO THE STATION ON THE RIGHT JUST PAST THE JUNCTION OF
 KV1636'HIGHWAY 22 WEST ON RAMP AND JUST BEFORE THE HIGHWAY 22 OFF RAMP.
 KV1636'THE STATION IS A STANDARD CGS DISK SET INTO THE TOP OF A SQUARE
 KV1636'CONCRETE MONUMENT 30 CM ON A SIDE RECESSED 5 CM BELOW GROUND.  LOCATED
 KV1636'12.9 M (42.3 FT) EAST FROM THE CENTER OF THE NORTH BOUND HIGHWAY 145
 KV1636'LANES, 7.8 M (25.6 FT) SOUTH-SOUTHEAST FROM THE NORTHEAST CORNER OF
 KV1636'THE SIDEWALK WHERE IT MEETS THE OFF RAMP, 3.6 M (11.8 FT) NORTHEAST
 KV1636'FROM THE CENTER OF THE NORTH ONE OF TWO METAL SEWER COVERS IN THE
 KV1636'SIDEWALK, 3.4 M (11.2 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 KV1636'HIGHWAY 22 OFF RAMP, 2.0 M (6.6 FT) WEST FROM THE NORTHWEST CORNER OF
 KV1636'A PLASTIC FLUSH MOUNTED ELECTRIC BOX COVER, AND 0.2 M (0.7 FT) WEST
 KV1636'FROM A FIBERGLASS WITNESS POST AND A METAL POST.
 KV1636'DESCRIBED BY C.L. SMITH, TYPED BY G.A. MEANS.
 KV1636
 KV1636                          STATION RECOVERY (1992)
 KV1636
 KV1636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 KV1636'THE STATION IS LOCATED ON THE NORTHWEST EDGE OF ALLENTOWN, AND ON THE
 KV1636'SOUTH EDGE OF WHITEHALL, IN THE NORTHEAST ANGLE OF THE INTERSECTION
 KV1636'OF U.S. HIGHWAY 22 AND STATE HIGHWAY 145, IN THE NORTH CORNER OF THE
 KV1636'SMALL GRASS TRIANGULAR TRAFFIC ISLAND BETWEEN THE ON AND OFF RAMPS
 KV1636'FOR HIGHWAY 22 AND THE JUNCTION OF HIGHWAY 145.
 KV1636'OWNERSHIP--PENNSYLVANIA DEPARTMENT OF TRANSPORTATION.
 KV1636'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 22 AND THE
 KV1636'STATE HIGHWAY 145 OVERPASS BRIDGE IN ALLENTOWN, GO NORTH FOR 0.2 KM
 KV1636'(0.10 MI) ON HIGHWAY 145 TO THE STATION ON THE RIGHT JUST BEFORE THE
 KV1636'HIGHWAY 22 OFF RAMP.
 KV1636'LOCATED 12.9 M (42.3 FT) EAST FROM THE CENTER OF THE NORTHBOUND
 KV1636'HIGHWAY 145 LANES, 7.8 M (25.6 FT) SOUTH-SOUTHEAST FROM THE NORTHEAST
 KV1636'CORNER OF THE SIDEWALK WHERE IT MEETS THE OFF RAMP, 3.6 M (11.8 FT)
 KV1636'NORTHEAST FROM THE CENTER OF THE NORTH ONE OF TWO METAL SEWER COVERS
 KV1636'IN THE SIDEWALK, 3.4 M (11.2 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF
 KV1636'THE HIGHWAY 22 OFF RAMP, 2.0 M (6.6 FT) WEST FROM THE NORTHWEST
 KV1636'CORNER OF A PLASTIC FLUSH MOUNTED ELECTRIC BOX COVER AND 0.2 M
 KV1636'(0.7 FT) WEST FROM A WITNESS POST.
 KV1636
 KV1636                          STATION RECOVERY (1995)
 KV1636
 KV1636'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1995 (JMS)
 KV1636'NO CHANGE.
 KV1636
 KV1636                          STATION RECOVERY (1996)
 KV1636
 KV1636'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (JVS)
 KV1636'RECOVERED AS DESCRIBED.
 KV1636
 KV1636                          STATION RECOVERY (2000)
 KV1636
 KV1636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 KV1636'THE STATION IS LOCATED ON THE NORTHWEST EDGE OF ALLENTOWN, ON THE
 KV1636'SOUTH EDGE OF WHITEHALL, IN THE NORTHEAST ANGLE OF THE INTERSECTION OF
 KV1636'US HIGHWAY 22 AND STATE HIGHWAY 145, IN THE NORTH CORNER OF THE SMALL
 KV1636'GRASS TRIANGULAR TRAFFIC ISLAND BETWEEN THE ENTRANCE AND EXIT RAMPS
 KV1636'FOR HIGHWAY 22 AND THE JUNCTION OF HIGHWAY 145.
 KV1636'OWNERSHIP--PENNSYLVANIA DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 KV1636'STATION FROM THE JUNCTION OF US HIGHWAY 22 AND THE STATE HIGHWAY 145
 KV1636'OVERPASS BRIDGE IN ALLENTOWN, GO NORTH FOR 0.2 KM (0.10 MI) ON HIGHWAY
 KV1636'145 TO THE STATION ON THE RIGHT, JUST BEFORE THE HIGHWAY 22 EXIT RAMP.
 KV1636'LOCATED 27.4 M (89.9 FT) WEST-NORTHWEST FROM THE WEST END OF A
 KV1636'CONCRETE DIVIDER SEPARATING THE HIGHWAY 22 ENTRANCE AND EXIT RAMPS,
 KV1636'16.7 M (54.8 FT) NORTH-NORTHEAST FROM LIGHT POLE NUMBER 16000L, 12.9 M
 KV1636'(42.3 FT) EAST FROM THE CENTER OF THE NORTHBOUND HIGHWAY 145 LANES,
 KV1636'7.8 M (25.6 FT) SOUTH-SOUTHEAST FROM THE NORTHEAST CORNER OF THE
 KV1636'SIDEWALK WHERE IT MEETS THE EXIT RAMP, 3.6 M (11.8 FT) NORTHEAST FROM
 KV1636'THE CENTER OF THE NORTH ONE OF TWO METAL SEWER COVERS IN THE SIDEWALK,
 KV1636'3.4 M (11.2 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE HIGHWAY 22 EXIT
 KV1636'RAMP AND 0.3 M (1.0 FT) NORTHWEST OF A SHORT METAL WITNESS POST WITH
 KV1636'THE LOWER HALF OF A YELLOW PLAQUE MARKED WITH THE INITIAL M.
 KV1636
 KV1636                          STATION RECOVERY (2000)
 KV1636
 KV1636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 KV1636'RECOVERED AS DESCRIBED.
 KV1636'
 KV1636
 KV1636                          STATION RECOVERY (2001)
 KV1636
 KV1636'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (ADR)
 KV1636'RECOVERED IN GOOD CONDITION.
 KV1636
 KV1636                          STATION RECOVERY (2003)
 KV1636
 KV1636'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (RW)
 KV1636'RECOVERED IN GOOD CONDITION.
 KV1636
 KV1636                          STATION RECOVERY (2004)
 KV1636
 KV1636'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (SQ)
 KV1636'RECOVERED IN GOOD CONDITION.
 KV1636
 KV1636                          STATION RECOVERY (2006)
 KV1636
 KV1636'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (SQ)
 KV1636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3059 ***********************************************************************
 KY3059  DESIGNATION -  JORDAN
 KY3059  PID         -  KY3059
 KY3059  STATE/COUNTY-  PA/BEAVER
 KY3059  USGS QUAD   -  BEAVER FALLS (1990)
 KY3059
 KY3059                         *CURRENT SURVEY CONTROL
 KY3059  ___________________________________________________________________
 KY3059* NAD 83(1992)-  40 50 19.93628(N)    080 21 53.88434(W)     ADJUSTED  
 KY3059* NAVD 88     -       392.     (meters)    1286.     (feet)  SCALED    
 KY3059  ___________________________________________________________________
 KY3059  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 KY3059  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KY3059
 KY3059  HORZ ORDER  -  THIRD
 KY3059
 KY3059.The horizontal coordinates were established by classical geodetic methods
 KY3059.and adjusted by the National Geodetic Survey in June 2002..
 KY3059
 KY3059.The orthometric height was scaled from a topographic map.
 KY3059
 KY3059.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3059
 KY3059.The geoid height was determined by GEOID03.
 KY3059
 KY3059;                    North         East     Units Scale Factor Converg.
 KY3059;SPC PA S     -   170,435.681   379,490.387   MT  0.99998241   -1 41 47.7
 KY3059;SPC PA S     -   559,171.06  1,245,044.71   sFT  0.99998241   -1 41 47.7
 KY3059;UTM  17      - 4,521,064.504   553,537.185   MT  0.99963528   +0 24 55.0
 KY3059
 KY3059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3059!SPC PA S     -   0.99994391  x   0.99998241  =   0.99992632
 KY3059!UTM  17      -   0.99994391  x   0.99963528  =   0.99957921
 KY3059
 KY3059:                Primary Azimuth Mark                     Grid Az
 KY3059:SPC PA S     -  WALKER                                   113 33 11.7
 KY3059:UTM  17      -  WALKER                                   111 26 29.0
 KY3059
 KY3059|---------------------------------------------------------------------|
 KY3059| PID    Reference Object                     Distance      Geod. Az  |
 KY3059|                                                           dddmmss.s |
 KY3059| KY3058 WALKER                              APPROX. 6.6 KM 1115124.0 |
 KY3059|---------------------------------------------------------------------|
 KY3059
 KY3059                          SUPERSEDED SURVEY CONTROL
 KY3059
 KY3059  NAD 83(1995)-  40 50 19.93750(N)    080 21 53.88388(W) AD(       ) 3
 KY3059  NAD 83(1986)-  40 50 19.94130(N)    080 21 53.89183(W) AD(       ) 3
 KY3059  NAD 27      -  40 50 19.71178(N)    080 21 54.65118(W) AD(       ) 3
 KY3059
 KY3059.Superseded values are not recommended for survey control.
 KY3059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3059.See file dsdata.txt to determine how the superseded data were derived.
 KY3059
 KY3059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF5353721065(NAD 83)
 KY3059_MARKER: DD = SURVEY DISK
 KY3059_SETTING: 0 = UNSPECIFIED SETTING
 KY3059_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY3059
 KY3059  HISTORY     - Date     Condition        Report By
 KY3059  HISTORY     - 1900     MONUMENTED       USGS
 KY3059  HISTORY     - 1952     MARK NOT FOUND   USGS
 KY3059
 KY3059                          STATION DESCRIPTION
 KY3059
 KY3059'DESCRIBED BY US GEOLOGICAL SURVEY 1900 (DHB)
 KY3059'ON CULTIVATED RIDGE IN BIG BEAVER TOWNSHIP, ON LAND OWNED BY SAM
 KY3059'MARSHALL, WHO LIVES ON NW. SIDE OF RIDGE, 225 FT FROM STATION.
 KY3059'
 KY3059'STATION MARK--  SANDSTONE POST 40 BY 7 BY 7-IN., SET 36 IN. IN
 KY3059'GROUND, IN CENTER OF TOP OF WHICH IS CEMENTED A STANDARD DISK
 KY3059'MARKED---U S GEOLOGICAL SURVEY-PENNSYLVANIA---.
 KY3059
 KY3059                          STATION RECOVERY (1952)
 KY3059
 KY3059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 KY3059'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3530 ***********************************************************************
 KV3530  DESIGNATION -  JORDAN RM 3
 KV3530  PID         -  KV3530
 KV3530  STATE/COUNTY-  PA/LEHIGH
 KV3530  USGS QUAD   -  CATASAUQUA (1992)
 KV3530
 KV3530                         *CURRENT SURVEY CONTROL
 KV3530  ___________________________________________________________________
 KV3530* NAD 83(1986)-  40 37 39.     (N)    075 29 01.     (W)     SCALED    
 KV3530* NAVD 88     -       101.55   (+/-2cm)     333.2    (feet)  VERTCON   
 KV3530  ___________________________________________________________________
 KV3530  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 KV3530
 KV3530  VERT ORDER  -  THIRD (See Below)
 KV3530
 KV3530.The horizontal coordinates were scaled from a topographic map and have
 KV3530.an estimated accuracy of +/- 6 seconds.
 KV3530
 KV3530.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV3530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV3530.The vertical order pertains to the NGVD 29 superseded value.
 KV3530
 KV3530.The geoid height was determined by GEOID03.
 KV3530
 KV3530;                    North         East    Units  Estimated Accuracy
 KV3530;SPC PA S     -   146,160.      791,730.      MT  (+/- 180 meters Scaled)
 KV3530
 KV3530                          SUPERSEDED SURVEY CONTROL
 KV3530
 KV3530  NGVD 29 (??/??/??)  101.76   (m)          333.9    (f) RESET       3  
 KV3530
 KV3530.Superseded values are not recommended for survey control.
 KV3530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3530.See file dsdata.txt to determine how the superseded data were derived.
 KV3530
 KV3530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK590975(NAD 83)
 KV3530_MARKER: DR = REFERENCE MARK DISK
 KV3530_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV3530_SP_SET: EXIT RAMP
 KV3530_STAMPING: JORDAN 1960 NO 3 1976
 KV3530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV3530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3530+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2004
 KV3530
 KV3530  HISTORY     - Date     Condition        Report By
 KV3530  HISTORY     - 1976     MONUMENTED       NGS
 KV3530  HISTORY     - 1985     GOOD             NGS
 KV3530  HISTORY     - 20040601 GOOD             PADT
 KV3530
 KV3530                          STATION DESCRIPTION
 KV3530
 KV3530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 KV3530'2 MI N FROM ALLENTOWN.
 KV3530'THE MARK IS LOCATED ABOUT 100 YARDS NORTH-NORTHEAST OF THE INTER-
 KV3530'SECTION OF U.S. HIGHWAY 22 AND MACAUTHER ROAD IN THE NORTH PART
 KV3530'OF ALLENTOWN. IT IS CEMENTED IN A DRILL HOLE IN THE NORTHEAST
 KV3530'EDGE OF A EXIT RAMP LEAVING U.S. HIGHWAY 22 WEST BOUND ONTO MAC-
 KV3530'AUTHOR ROAD NORTH BOUND. IT IS 14.5 FEET NORTHEAST OF THE CENTER
 KV3530'OF THE EXIT RAMP, 32 FEET SOUTHEAST OF A LIGHT POLE NUMBERED 22,
 KV3530'59 FEET NORTHEAST OF A WITNESS POST AND 110 FEET EAST OF THE
 KV3530'CENTER OF MACAUTHOR ROAD.
 KV3530
 KV3530                          STATION RECOVERY (1985)
 KV3530
 KV3530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KV3530'RECOVERED IN GOOD CONDITION.
 KV3530
 KV3530                          STATION RECOVERY (2004)
 KV3530
 KV3530'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (SQ)
 KV3530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6684 ***********************************************************************
 KV6684  DESIGNATION -  JORDAN RM 4
 KV6684  PID         -  KV6684
 KV6684  STATE/COUNTY-  PA/LEHIGH
 KV6684  USGS QUAD   -  CATASAUQUA (1992)
 KV6684
 KV6684                         *CURRENT SURVEY CONTROL
 KV6684  ___________________________________________________________________
 KV6684* NAD 83(1986)-  40 37 39.     (N)    075 29 01.     (W)     SCALED    
 KV6684* NAVD 88     -       102.18   (+/-2cm)     335.2    (feet)  VERTCON   
 KV6684  ___________________________________________________________________
 KV6684  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 KV6684
 KV6684  VERT ORDER  -  THIRD (See Below)
 KV6684
 KV6684.The horizontal coordinates were scaled from a topographic map and have
 KV6684.an estimated accuracy of +/- 6 seconds.
 KV6684
 KV6684.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6684.The vertical order pertains to the NGVD 29 superseded value.
 KV6684
 KV6684.The geoid height was determined by GEOID03.
 KV6684
 KV6684;                    North         East    Units  Estimated Accuracy
 KV6684;SPC PA S     -   146,160.      791,730.      MT  (+/- 180 meters Scaled)
 KV6684
 KV6684                          SUPERSEDED SURVEY CONTROL
 KV6684
 KV6684  NGVD 29 (02/24/03)  102.40   (m)          336.0    (f) RESET       3  
 KV6684
 KV6684.Superseded values are not recommended for survey control.
 KV6684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6684.See file dsdata.txt to determine how the superseded data were derived.
 KV6684
 KV6684_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK590975(NAD 83)
 KV6684_MARKER: DR = REFERENCE MARK DISK
 KV6684_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KV6684_SP_SET: DRILL HOLE IN CURB
 KV6684_STAMPING: JORDAN 1960 NO 4 1985
 KV6684_MARK LOGO: CGS   
 KV6684_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6684
 KV6684  HISTORY     - Date     Condition        Report By
 KV6684  HISTORY     - 1985     MONUMENTED       NGS
 KV6684  HISTORY     - 19850621 GOOD             NGS
 KV6684
 KV6684                          STATION DESCRIPTION
 KV6684
 KV6684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KV6684'LOCATED IN THE MOST NORTHERLY CURB IN THE NORTHEAST ANGLE OF THE
 KV6684'INTERSECTION OF U.S. HIGHWAY 22, STATE HIGHWAY 145, SEVENTH STREET
 KV6684'(SOUTH) AND MAC ARTHUR ROAD (NORTH), 28.8 FT (8.8 M) EAST FROM THE
 KV6684'CENTER OF THE NORTH BOUND LANE OF MAC ARTHUR BOULEVARD, 24 FT
 KV6684'(7.3 M) SOUTHWEST FROM THE CENTER OF THE EXIT RAMP FROM U.S. HIGHWAY
 KV6684'22 WEST BOUND LEADING TO NORTH BOUND MCARTHUR BOULEVARD, 113 FT
 KV6684'(34.4 M) NORTH FROM A POWERLINE POLE NUMBERED 62897 S47949 AND 6 FT
 KV6684'(1.8 M) SOUTHEAST FROM THE CURB AT THE MOST NORTHERLY POINT OF THE
 KV6684'GRASS COVERED ISLAND.
 KV6684
 KV6684                          STATION RECOVERY (1985)
 KV6684
 KV6684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 KV6684'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--JORDAN 1960 NO 4
 KV6684'1985--, CEMENTED IN A DRILL HOLE IN A CURB ALONG THE SOUTHWEST SIDE OF
 KV6684'THE EXIT ROAD WHERE A SIDEWALK CROSSES THE EXIT ROAD LOCATED 28.8 FT
 KV6684'(8.8 M) E FROM THE CENTER OF THE NORTHBOUND LANE OF THE MACARTHUR
 KV6684'ROAD, 24.0 FT (7.3 M) SW FROM THE CENTER OF THE EXIT ROAD, 113.0 FT
 KV6684'(34.4 M) N FROM THE POWERLINE POLE NUMBERED 62897 S47949, 6.0 FT (1.8
 KV6684'M) SE FROM THE MOST NORTHERLY POINT OF CURB, AND 1.18 FT (0.36 M) ,
 KV6684'HIGHER THAN THE STATION.  THE ALLENTOWN PA P AND L BUILDING FLAG MAY
 KV6684'SERVE AS AN AZIMUTH MARK FOR THIS STATION, SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2296 ***********************************************************************
 KX2296  DESIGNATION -  JOSEPH
 KX2296  PID         -  KX2296
 KX2296  STATE/COUNTY-  PA/CAMBRIA
 KX2296  USGS QUAD   -  NANTY GLO (1984)
 KX2296
 KX2296                         *CURRENT SURVEY CONTROL
 KX2296  ___________________________________________________________________
 KX2296* NAD 83(1992)-  40 29 11.48165(N)    078 47 19.80034(W)     ADJUSTED  
 KX2296* NAVD 88     -       680.5    (meters)    2233.     (feet)  VERTCON   
 KX2296  ___________________________________________________________________
 KX2296  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 KX2296  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KX2296
 KX2296  HORZ ORDER  -  SECOND
 KX2296
 KX2296.The horizontal coordinates were established by classical geodetic methods
 KX2296.and adjusted by the National Geodetic Survey in June 2002..
 KX2296
 KX2296.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2296
 KX2296.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2296
 KX2296.The geoid height was determined by GEOID03.
 KX2296
 KX2296;                    North         East     Units Scale Factor Converg.
 KX2296;SPC PA S     -   128,562.596   511,928.375   MT  0.99995970   -0 40 26.4
 KX2296;SPC PA S     -   421,792.45  1,679,551.68   sFT  0.99995970   -0 40 26.4
 KX2296;UTM  17      - 4,484,107.267   687,405.555   MT  1.00003233   +1 26 09.8
 KX2296
 KX2296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2296!SPC PA S     -   0.99989833  x   0.99995970  =   0.99985804
 KX2296!UTM  17      -   0.99989833  x   1.00003233  =   0.99993066
 KX2296
 KX2296|---------------------------------------------------------------------|
 KX2296| PID    Reference Object                     Distance      Geod. Az  |
 KX2296|                                                           dddmmss.s |
 KX2296| CK7584 JOSEPH RM 1                           7.010 METERS 02822     |
 KX2296| CK7583 JOSEPH AZ MK                                       0703806.2 |
 KX2296| CK7585 JOSEPH RM 2                           6.640 METERS 20701     |
 KX2296| KX2335 PINDLETON LOOKOUT TOWER             APPROX. 2.2 KM 3423538.6 |
 KX2296|---------------------------------------------------------------------|
 KX2296
 KX2296                          SUPERSEDED SURVEY CONTROL
 KX2296
 KX2296  NAD 83(1986)-  40 29 11.49068(N)    078 47 19.80880(W) AD(       ) 2
 KX2296  NAD 27      -  40 29 11.23111(N)    078 47 20.73148(W) AD(       ) 2
 KX2296  NGVD 29 (07/19/86)  680.6    (m)         2233.     (f) VERT ANG       
 KX2296
 KX2296.Superseded values are not recommended for survey control.
 KX2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2296.See file dsdata.txt to determine how the superseded data were derived.
 KX2296
 KX2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE8740684107(NAD 83)
 KX2296_MARKER: DE = TRAVERSE STATION DISK
 KX2296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2296_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KX2296
 KX2296  HISTORY     - Date     Condition        Report By
 KX2296  HISTORY     - 1967     MONUMENTED       CGS
 KX2296  HISTORY     - 1976     GOOD             PADT
 KX2296  HISTORY     - 1980     GOOD             NGS
 KX2296  HISTORY     - 1980     GOOD             NGS
 KX2296
 KX2296                          STATION DESCRIPTION
 KX2296
 KX2296'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2296'THE STATION IS LOCATED ABOUT 3 MILES WEST OF EBENSBURG, 2.5 MILES
 KX2296'NORTHEAST OF NANTY GLO AND 1 MILE SOUTH OF U.S.  HIGHWAY 422.
 KX2296'IT IS ON THE PROPERTY LINE OF MR. W.P. DAVIS AND MR. DON KARLINSOY.
 KX2296'
 KX2296'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 22 AND STATE
 KX2296'HIGHWAY 160, JUST SOUTH OF EBENSBURG, GO WEST ON U.S. HIGHWAY
 KX2296'22 FOR 1.1 MILES TO THE JUNCTION WITH U.S. HIGHWAY 219, CONTINUE WEST
 KX2296'ON U.S. HIGHWAYS 219 AND 22 FOR 0.4 MILE TO A SIDE ROAD RIGHT,
 KX2296'TURN RIGHT AND GO NORTHWEST ON THE PAVED ROAD FOR 1.1 MILES TO A
 KX2296'RAILROAD OVERPASS, CONTINUE NORTHWEST ON THE PAVED ROAD FOR 0.2
 KX2296'MILE TO A SIDE ROAD RIGHT, JUST AFTER PASSING UNDER ANOTHER OVERPASS,
 KX2296'TURN RIGHT AND GO NORTH ON THE GRAVELED ROAD FOR 0.8 MILE TO
 KX2296'THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTHWEST ON THE
 KX2296'GRAVELED ROAD FOR 0.15 MILE TO A POWERLINE CROSSING THE ROAD AND THE
 KX2296'END OF TRUCK TRAVEL.  PACK WEST UP THE POWERLINE FOR 0.15
 KX2296'MILE TO A ROW OF TREES, TURN LEFT AND GO SOUTH FOR 100 YARDS TO THE
 KX2296'STATION.
 KX2296'
 KX2296'THE STATION MARK IS 160 FEET SOUTHEAST OF POWERLINE POLE NO. SGR 383,
 KX2296'8 FEET NORTHEAST OF A 16-INCH TREE AND 3.6 FEET SOUTHWEST OF
 KX2296'A METAL WITNESS POST.  THE MARK IS A STANDARD TRAVERSE DISK SET IN
 KX2296'THE TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES AND IS
 KX2296'STAMPED JOSEPH 1967.
 KX2296'
 KX2296'REFERENCE MARK NO. 1 IS 19.6 FEET NORTHEAST OF A METAL WITNESS POST
 KX2296'AND 10 FEET EAST OF A TWIN TRUNKED 18-INCH TREE.  THE MARK IS A
 KX2296'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 2
 KX2296'INCHES AND IS STAMPED JOSEPH NO 1 1967.
 KX2296'
 KX2296'REFERENCE MARK NO. 2 IS 25 FEET SOUTH OF A METAL WITNESS POST AND 13
 KX2296'FEET SOUTH-SOUTHEAST OF A 16-INCH TREE.  THE MARK IS A
 KX2296'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 3
 KX2296'INCHES AND IS STAMPED JOSEPH NO 2 1967.
 KX2296'
 KX2296'THE AZIMUTH MARK IS 14 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 KX2296'THE GRAVELED ROAD, 2 FEET NORTHWEST OF TELEPHONE POLE NO. 276 21
 KX2296'AND 1.5 FEET EAST OF A METAL WITNESS POST.  THE MARK IS A STANDARD
 KX2296'DISK SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 4
 KX2296'INCHES AND IS STAMPED JOSEPH 1967.
 KX2296'
 KX2296'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KX2296
 KX2296                          STATION RECOVERY (1976)
 KX2296
 KX2296'RECOVERY NOTE BY PA DEPT OF TRANSP 1976 (DBH)
 KX2296'JOSEPH 1967 RECOVERED GOOD.
 KX2296'
 KX2296'JOSEPH 1967 (AZI MARK) SEARCHED FOR BUT NOT RECOVERED.
 KX2296'
 KX2296'JOSEPH NO. 1 AND NO. 2 RECOVERED GOOD.
 KX2296'
 KX2296'AZI. MARK SEARCHED FOR BUT NOT RECOVERED.  POLE REFERED TO NOT
 KX2296'LOCATED.  ROAD LOOKED LIKE IT WAS GRADED AND WIDENED.
 KX2296'
 KX2296'(POOR LOCATION TO SET AZI. MK.)
 KX2296'
 KX2296'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES WEST OF
 KX2296'EBENSBURG.
 KX2296
 KX2296                          STATION RECOVERY (1980)
 KX2296
 KX2296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (ELH)
 KX2296'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 KX2296'CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS NOT FOUND AND BELIEVED
 KX2296'DESTROYED BY THE WIDEING OF THE ROAD WHICH IS NEAR WHERE IT WAS
 KX2296'LOCATED.  TRAVERSE STATION FRANCIS IS VISIBLE FROM THE GROUND AND MAY
 KX2296'SERVE AS AN AZIMUTH MARK.
 KX2296
 KX2296                          STATION RECOVERY (1980)
 KX2296
 KX2296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 KX2296'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND IN
 KX2296'GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 KX2296'NOT FOUND.  THERE IS NO SUITABLE LOCATION TO PRESENTLY SET A NEW
 KX2296'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0263 ***********************************************************************
 MA0263  DESIGNATION -  JOY
 MA0263  PID         -  MA0263
 MA0263  STATE/COUNTY-  PA/CLEARFIELD
 MA0263  USGS QUAD   -  CLEARFIELD (1981)
 MA0263
 MA0263                         *CURRENT SURVEY CONTROL
 MA0263  ___________________________________________________________________
 MA0263* NAD 83(1992)-  41 03 09.91413(N)    078 26 44.88834(W)     ADJUSTED  
 MA0263* NAVD 88     -       487.623  (meters)    1599.81   (feet)  ADJUSTED  
 MA0263  ___________________________________________________________________
 MA0263  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 MA0263  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 MA0263  DYNAMIC HT  -         487.394 (meters)    1599.06  (feet)  COMP
 MA0263  MODELED GRAV-     980,139.2   (mgal)                       NAVD 88
 MA0263
 MA0263  HORZ ORDER  -  SECOND
 MA0263  VERT ORDER  -  SECOND    CLASS 0
 MA0263
 MA0263.The horizontal coordinates were established by classical geodetic methods
 MA0263.and adjusted by the National Geodetic Survey in June 2002..
 MA0263
 MA0263.The orthometric height was determined by differential leveling
 MA0263.and adjusted by the National Geodetic Survey in June 1991..
 MA0263
 MA0263.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA0263
 MA0263.The geoid height was determined by GEOID03.
 MA0263
 MA0263.The dynamic height is computed by dividing the NAVD 88
 MA0263.geopotential number by the normal gravity value computed on the
 MA0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0263.degrees latitude (g = 980.6199 gals.).
 MA0263
 MA0263.The modeled gravity was interpolated from observed gravity values.
 MA0263
 MA0263;                    North         East     Units Scale Factor Converg.
 MA0263;SPC PA N     -    98,638.156   541,507.220   MT  0.99997698   -0 27 37.1
 MA0263;SPC PA N     -   323,615.35  1,776,594.94   sFT  0.99997698   -0 27 37.1
 MA0263;UTM  17      - 4,547,756.613   714,650.472   MT  1.00016711   +1 40 41.2
 MA0263
 MA0263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA0263!SPC PA N     -   0.99992860  x   0.99997698  =   0.99990558
 MA0263!UTM  17      -   0.99992860  x   1.00016711  =   1.00009570
 MA0263
 MA0263:                Primary Azimuth Mark                     Grid Az
 MA0263:SPC PA N     -  OLD TOWN FOREST LOOKOUT TOWER            157 05 27.4
 MA0263:UTM  17      -  OLD TOWN FOREST LOOKOUT TOWER            154 57 09.1
 MA0263
 MA0263|---------------------------------------------------------------------|
 MA0263| PID    Reference Object                     Distance      Geod. Az  |
 MA0263|                                                           dddmmss.s |
 MA0263| MA2222 OLD TOWN FOREST LOOKOUT TOWER       APPROX. 5.1 KM 1563750.3 |
 MA0263| CK7586 JOY RM 1                              7.227 METERS 17332     |
 MA0263| CK7587 JOY RM 2                              7.511 METERS 24212     |
 MA0263| MA2260 CLEARFIELD RAD KGA 307 N ANT        APPROX. 6.2 KM 3063427.6 |
 MA0263|---------------------------------------------------------------------|
 MA0263
 MA0263                          SUPERSEDED SURVEY CONTROL
 MA0263
 MA0263  NAD 83(1986)-  41 03 09.91476(N)    078 26 44.89336(W) AD(       ) 2
 MA0263  NAD 27      -  41 03 09.70730(N)    078 26 45.81020(W) AD(       ) 2
 MA0263  NGVD 29 (??/??/92)  487.779  (m)         1600.32   (f) ADJ UNCH    2 0
 MA0263
 MA0263.Superseded values are not recommended for survey control.
 MA0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0263.See file dsdata.txt to determine how the superseded data were derived.
 MA0263
 MA0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF1465047757(NAD 83)
 MA0263_MARKER: DS = TRIANGULATION STATION DISK
 MA0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0263_STAMPING: JOY 1959
 MA0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0263+STABILITY: SURFACE MOTION
 MA0263
 MA0263  HISTORY     - Date     Condition        Report By
 MA0263  HISTORY     - 1959     MONUMENTED       CGS
 MA0263  HISTORY     - 1959     GOOD             CGS
 MA0263  HISTORY     - 1974     SEE DESCRIPTION  PADT
 MA0263  HISTORY     - 1977     GOOD             PADT
 MA0263
 MA0263                          STATION DESCRIPTION
 MA0263
 MA0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 MA0263'STATION IS LOCATED AT THE NORTHWEST CORNER OF AN OPEN FIELD AND AT
 MA0263'THE NORTHEAST CORNER OF A WOODED AREA, ABOUT 2 MILES NORTH
 MA0263'OF THE CENTER SECTION OF CLEARFIELD, 1/2 MILE WEST-SOUTHWEST OF MT.
 MA0263'JOY AND ON PROPERTY OWNED BY MRS. VIRGINIA OWENS.
 MA0263'
 MA0263'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAYS 153, 879 AND
 MA0263'NICHOLS STREET WHICH IS AT THE WEST END OF THE NICHOLS STREET
 MA0263'BRIDGE WHICH SPANS THE SUSQUEHANNA RIVER IN CLEARFIELD.  GO NORTHEAST
 MA0263'AND EAST ON HIGHWAY 879 FOR 0.29 MILE TO A MACADAM ROAD LEFT.
 MA0263'TURN LEFT AND GO NORTH ON MT. JOY ROAD FOR 0.14 MILE TO A RAILROAD
 MA0263'CROSSING, CROSS THE TRACKS AND CONTINUE NORTH, ON MT. JOY
 MA0263'ROAD FOR 1.35 MILES TO A FORK, KEEP THE LEFT FORK AND CONTINUE
 MA0263'NORTH, ON A GRAVELED ROAD FOR 0.2 MILE.  TURN LEFT AND GO
 MA0263'WEST, ON A MACADAM ROAD FOR 0.52 MILE TO THE NORTHEAST CORNER
 MA0263'OF A WOODED AREA AND THE STATION ON THE LEFT, SOUTH SIDE OF THE ROAD.
 MA0263'
 MA0263'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF CONCRETE MONUMENTS.
 MA0263'
 MA0263'STATION MARK IS STAMPED JOY 1959 AND IS FLUSH WITH THE GROUND
 MA0263'SURFACE.  IT IS ABOUT 17 FEET SOUTH OF THE CENTER OF A
 MA0263'GRAVELED ROAD, 10 FEET EAST OF A TRIANGULAR BLAZED WILD CHERRY TREE,
 MA0263'11 FEET WEST OF A DIM FIELD ROAD AND 6.8 FEET EAST OF A
 MA0263'STANDARD METAL WITNESS POST AND MARKER.
 MA0263'
 MA0263'REFERENCE MARK 1 IS STAMPED JOY NO 1 1959 AND IS FLUSH WITH THE
 MA0263'GROUND SURFACE.  IT IS ABOUT 39 FEET SOUTH OF THE GRAVELED
 MA0263'ROAD, 27 FEET SOUTH-SOUTHEAST OF THE WILD CHERRY TREE, 8 FEET WEST OF
 MA0263'THE DIM FIELD ROAD AND ABOUT 28 FEET SOUTH OF THE
 MA0263'WITNESS POST.
 MA0263'
 MA0263'REFERENCE MARK 2 IS STAMPED JOY NO 2 1959 AND PROJECTS ABOUT 2
 MA0263'INCHES.  IT IS ABOUT 27 FEET NORTH OF THE GRAVELED
 MA0263'ROAD, 16 FEET SOUTH-SOUTHWEST OF THE WILD CHERRY TREE, 21 FEET
 MA0263'SOUTH-SOUTHWEST OF THE WITNESS POST AND ABOUT 33 FEET
 MA0263'WEST OF THE DIM FIELD ROAD.
 MA0263'
 MA0263'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 MA0263
 MA0263                          STATION RECOVERY (1959)
 MA0263
 MA0263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 MA0263'2.1 MI N FROM CLEARFIELD.
 MA0263'0.9 MILE NORTHWEST ALONG STATE HIGHWAY 153 FROM THE HOSPITAL
 MA0263'IN CLEARFIELD THENCE 0.75 MILE NORTH ON THE BLACKTOP ROAD THENCE
 MA0263'0.45 MILE EAST ON A BLACKTOP AND GRAVEL ROAD TO THE SUMMIT OF A
 MA0263'HILL, SET AT THE NORTHEAST CORNER OF A WOODED AREA, 37 FEET
 MA0263'NORTHEAST OF A PINE TREE, 24 FEET NORTHEAST OF RM 2, 23 FEET
 MA0263'NORTH OF RM NO 1, 19 FEET SOUTH OF THE CENTERLINE AND ABOUT 1
 MA0263'FOOT ABOVE THE GRAVEL ROAD, 5 FEET SOUTHEAST OF A WITNESS POST.
 MA0263
 MA0263                          STATION RECOVERY (1974)
 MA0263
 MA0263'RECOVERY NOTE BY PA DEPT OF TRANSP 1974
 MA0263'JOY 1959 GOOD
 MA0263'
 MA0263'MARK FOUND AS DESCRIBED.
 MA0263'
 MA0263'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- APPROX. 15 MILES
 MA0263'NORTH OF CLEARFIELD PA.
 MA0263
 MA0263                          STATION RECOVERY (1977)
 MA0263
 MA0263'RECOVERY NOTE BY PA DEPT OF TRANSP 1977 (FAP)
 MA0263'JOY 1959 RECOVERED GOOD.
 MA0263'
 MA0263'RM NO. 1 RECOVERED GOOD.
 MA0263'
 MA0263'RM NO. 2 1959 RECOVERED GOOD.
 MA0263'
 MA0263'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTH OF
 MA0263'CLEARFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0264 ***********************************************************************
 MA0264  DESIGNATION -  JOY 1
 MA0264  PID         -  MA0264
 MA0264  STATE/COUNTY-  PA/CLEARFIELD
 MA0264  USGS QUAD   -  CLEARFIELD (1981)
 MA0264
 MA0264                         *CURRENT SURVEY CONTROL
 MA0264  ___________________________________________________________________
 MA0264* NAD 83(1986)-  41 03 09.     (N)    078 26 45.     (W)     SCALED    
 MA0264* NAVD 88     -       487.022  (meters)    1597.84   (feet)  ADJUSTED  
 MA0264  ___________________________________________________________________
 MA0264  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 MA0264  DYNAMIC HT  -         486.793 (meters)    1597.09  (feet)  COMP
 MA0264  MODELED GRAV-     980,139.2   (mgal)                       NAVD 88
 MA0264
 MA0264  VERT ORDER  -  SECOND    CLASS 0
 MA0264
 MA0264.The horizontal coordinates were scaled from a topographic map and have
 MA0264.an estimated accuracy of +/- 6 seconds.
 MA0264
 MA0264.The orthometric height was determined by differential leveling
 MA0264.and adjusted by the National Geodetic Survey in June 1991..
 MA0264
 MA0264.The geoid height was determined by GEOID03.
 MA0264
 MA0264.The dynamic height is computed by dividing the NAVD 88
 MA0264.geopotential number by the normal gravity value computed on the
 MA0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0264.degrees latitude (g = 980.6199 gals.).
 MA0264
 MA0264.The modeled gravity was interpolated from observed gravity values.
 MA0264
 MA0264;                    North         East    Units  Estimated Accuracy
 MA0264;SPC PA N     -    98,610.      541,500.      MT  (+/- 180 meters Scaled)
 MA0264
 MA0264                          SUPERSEDED SURVEY CONTROL
 MA0264
 MA0264  NGVD 29 (??/??/92)  487.178  (m)         1598.35   (f) ADJ UNCH    2 0
 MA0264
 MA0264.Superseded values are not recommended for survey control.
 MA0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0264.See file dsdata.txt to determine how the superseded data were derived.
 MA0264
 MA0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF146477(NAD 83)
 MA0264_MARKER: DR = REFERENCE MARK DISK
 MA0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0264_STAMPING: JOY NO 1 1959
 MA0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0264+STABILITY: SURFACE MOTION
 MA0264
 MA0264  HISTORY     - Date     Condition        Report By
 MA0264  HISTORY     - 1959     MONUMENTED       CGS
 MA0264
 MA0264                          STATION DESCRIPTION
 MA0264
 MA0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA0264'2.1 MI N FROM CLEARFIELD.
 MA0264'ABOUT 0.9 MILE NORTHWEST ALONG STATE HIGHWAY 153 FROM THE
 MA0264'HOSPITAL IN CLEARFIELD, THENCE 0.75 MILE NORTH ON A BLACKTOP
 MA0264'ROAD, THENCE 0.45 MILE EAST ON A BLACKTOP AND GRAVEL ROAD TO
 MA0264'THE CREST OF A HILL, AT THE NORTHEAST CORNER OF A WOODED AREA, 6
 MA0264'FEET EAST OF THE TIMBER LINE, 25 FEET SOUTHEAST OF RM NO 2,
 MA0264'23 FEET SOUTH OF THE STATION BM, 27 FEET SOUTH OF A WITNESS POST,
 MA0264'44 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND ABOUT 1 FOOT
 MA0264'ABOVE THE ROAD.  THIS BM WILL BE BELOW THE LEVEL OF THE GROUND
 MA0264'ABOUT 3 INCHES IF FIELD IS PLOWED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0262 ***********************************************************************
 MA0262  DESIGNATION -  JOY 2
 MA0262  PID         -  MA0262
 MA0262  STATE/COUNTY-  PA/CLEARFIELD
 MA0262  USGS QUAD   -  CLEARFIELD (1981)
 MA0262
 MA0262                         *CURRENT SURVEY CONTROL
 MA0262  ___________________________________________________________________
 MA0262* NAD 83(1986)-  41 03 09.     (N)    078 26 45.     (W)     SCALED    
 MA0262* NAVD 88     -       486.827  (meters)    1597.20   (feet)  ADJUSTED  
 MA0262  ___________________________________________________________________
 MA0262  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 MA0262  DYNAMIC HT  -         486.599 (meters)    1596.45  (feet)  COMP
 MA0262  MODELED GRAV-     980,139.2   (mgal)                       NAVD 88
 MA0262
 MA0262  VERT ORDER  -  SECOND    CLASS 0
 MA0262
 MA0262.The horizontal coordinates were scaled from a topographic map and have
 MA0262.an estimated accuracy of +/- 6 seconds.
 MA0262
 MA0262.The orthometric height was determined by differential leveling
 MA0262.and adjusted by the National Geodetic Survey in June 1991..
 MA0262
 MA0262.The geoid height was determined by GEOID03.
 MA0262
 MA0262.The dynamic height is computed by dividing the NAVD 88
 MA0262.geopotential number by the normal gravity value computed on the
 MA0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0262.degrees latitude (g = 980.6199 gals.).
 MA0262
 MA0262.The modeled gravity was interpolated from observed gravity values.
 MA0262
 MA0262;                    North         East    Units  Estimated Accuracy
 MA0262;SPC PA N     -    98,610.      541,500.      MT  (+/- 180 meters Scaled)
 MA0262
 MA0262                          SUPERSEDED SURVEY CONTROL
 MA0262
 MA0262  NGVD 29 (??/??/92)  486.984  (m)         1597.71   (f) ADJ UNCH    2 0
 MA0262
 MA0262.Superseded values are not recommended for survey control.
 MA0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0262.See file dsdata.txt to determine how the superseded data were derived.
 MA0262
 MA0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF146477(NAD 83)
 MA0262_MARKER: DR = REFERENCE MARK DISK
 MA0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0262_STAMPING: JOY NO 2 1959
 MA0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0262+STABILITY: SURFACE MOTION
 MA0262
 MA0262  HISTORY     - Date     Condition        Report By
 MA0262  HISTORY     - 1959     MONUMENTED       CGS
 MA0262
 MA0262                          STATION DESCRIPTION
 MA0262
 MA0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA0262'2.1 MI N FROM CLEARFIELD.
 MA0262'0.9 MILE NORTHWEST ALONG STATE HIGHWAY 153 FROM THE HOSPITAL
 MA0262'IN CLEARFIELD, THENCE 0.75 MILE NORTH ON A BLACKTOP ROAD, THENCE
 MA0262'0.45 MILE EAST ON A BLACKTOP AND GRAVEL ROAD TO THE CREST OF A
 MA0262'HILL, AT THE NORTHEAST CORNER OF A WOODED AREA, 24 FEET SOUTHWEST
 MA0262'OF THE STATION BM, 25 FEET NORTHWEST OF RM NO 1, 13 FEET NORTHEAST
 MA0262'OF A PINE TREE, 21 FEET SOUTHWEST OF A WITNESS POST, 28 FEET SOUTH
 MA0262'OF THE CENTERLINE AND ABOUT 1 FOOT ABOVE THE ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA5432 ***********************************************************************
 AA5432  PACS        -  This is a Primary Airport Control Station.
 AA5432  DESIGNATION -  JST ARP 1964
 AA5432  PID         -  AA5432
 AA5432  STATE/COUNTY-  PA/CAMBRIA
 AA5432  USGS QUAD   -  GEISTOWN (1993)
 AA5432
 AA5432                         *CURRENT SURVEY CONTROL
 AA5432  ___________________________________________________________________
 AA5432* NAD 83(1992)-  40 18 59.20354(N)    078 50 03.38312(W)     ADJUSTED  
 AA5432* NAVD 88     -       694.47   (meters)    2278.4    (feet)  GPS OBS   
 AA5432  ___________________________________________________________________
 AA5432  X           -     943,170.469 (meters)                     COMP
 AA5432  Y           -  -4,778,358.651 (meters)                     COMP
 AA5432  Z           -   4,105,268.374 (meters)                     COMP
 AA5432  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AA5432  ELLIP HEIGHT-         662.32  (meters)          (09/01/01) GPS OBS
 AA5432  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 AA5432
 AA5432  HORZ ORDER  -  B
 AA5432  ELLP ORDER  -  THIRD     CLASS I
 AA5432
 AA5432.This mark is at Johnstown Cambria County Airport (JST)
 AA5432
 AA5432.The horizontal coordinates were established by GPS observations
 AA5432.and adjusted by the National Geodetic Survey in May 1995..
 AA5432
 AA5432.The orthometric height was determined by GPS observations and a
 AA5432.high-resolution geoid model.
 AA5432
 AA5432.GPS derived orthometric heights for airport stations designated as
 AA5432.PACS or SACS are published to 2 decimal places.  This maintains
 AA5432.centimeter relative accuracy between the PACS and SACS.  It does
 AA5432.not indicate centimeter accuracy relative to other marks which are
 AA5432.part of the NAVD 88 network.
 AA5432
 AA5432.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5432
 AA5432.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5432
 AA5432.The ellipsoidal height was determined by GPS observations
 AA5432.and is referenced to NAD 83.
 AA5432
 AA5432.The geoid height was determined by GEOID03.
 AA5432
 AA5432;                    North         East     Units Scale Factor Converg.
 AA5432;SPC PA S     -   109,725.298   507,844.358   MT  0.99996223   -0 42 12.5
 AA5432;SPC PA S     -   359,990.42  1,666,152.70   sFT  0.99996223   -0 42 12.5
 AA5432;UTM  17      - 4,465,131.300   684,016.835   MT  1.00001685   +1 24 05.9
 AA5432
 AA5432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5432!SPC PA S     -   0.99989611  x   0.99996223  =   0.99985834
 AA5432!UTM  17      -   0.99989611  x   1.00001685  =   0.99991296
 AA5432
 AA5432:                Primary Azimuth Mark                     Grid Az
 AA5432:SPC PA S     -  JST ARP 1964 STA B                       317 42 37.9
 AA5432:UTM  17      -  JST ARP 1964 STA B                       315 36 19.5
 AA5432
 AA5432|---------------------------------------------------------------------|
 AA5432| PID    Reference Object                     Distance      Geod. Az  |
 AA5432|                                                           dddmmss.s |
 AA5432| KX0464 JST ARP 1964 STA B                  APPROX. 1.1 KM 3170025.4 |
 AA5432|---------------------------------------------------------------------|
 AA5432
 AA5432                          SUPERSEDED SURVEY CONTROL
 AA5432
 AA5432  ELLIP H (05/23/95)  662.27   (m)                       GP(       ) 3 1
 AA5432  NGVD 29 (05/23/95)  694.62   (m)         2278.9    (f) LEVELING    3  
 AA5432
 AA5432.Superseded values are not recommended for survey control.
 AA5432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5432.See file dsdata.txt to determine how the superseded data were derived.
 AA5432
 AA5432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE8401765131(NAD 83)
 AA5432_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA5432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5432_STAMPING: ARP 1964
 AA5432_MARK LOGO: CGS   
 AA5432_PROJECTION: FLUSH
 AA5432_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5432+STABILITY: SURFACE MOTION
 AA5432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5432+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2001
 AA5432
 AA5432  HISTORY     - Date     Condition        Report By
 AA5432  HISTORY     - 1964     MONUMENTED       CGS
 AA5432  HISTORY     - 19880615 GOOD             NGS
 AA5432  HISTORY     - 19980402 GOOD             NEILAN
 AA5432  HISTORY     - 19980924 GOOD             NGS
 AA5432  HISTORY     - 20010403 GOOD             PADT
 AA5432  HISTORY     - 20010905 GOOD             JCLS
 AA5432  HISTORY     - 20010909 GOOD             JCLS
 AA5432
 AA5432                          STATION DESCRIPTION
 AA5432
 AA5432'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (EMP)
 AA5432'STATION IS LOCATED ON THE JOHNSTOWN-CAMBRIA COUNTY AIRPORT LOCATED
 AA5432'JUST NORTH OF THE CITY OF JOHNSTOWN, PA ABOUT 1.0 MI (1.6 KM) NORTH OF
 AA5432'THE JUNCTION OF US HIGHWAY 219 AND STATE HIGHWAY 56.
 AA5432' 
 AA5432'ACCESS ONTO THE AIRFIELD IS CONTROLLED. PERMISSION SHOULD BE OBTAINED
 AA5432'FROM THE AIRPORT MANAGER AT 814-536-0002 PRIOR TO ENTERING THE FIELD.
 AA5432' 
 AA5432'TO REACH FROM THE TERMINAL BUILDING DRIVE TO THE EAST ON THE RAMP TO
 AA5432'THE JUNCTION OF RUNWAYS 10/28 AND 15/33.  DRIVE ONTO RUNWAY 10/28 THEN
 AA5432'EAST AND SOUTH ONTO THE ACCESS ROAD TO THE RADAR SITE AND STATION JUST
 AA5432'SOUTH OF THE SOUTHWEST CORNER OF THE BUILDING.
 AA5432' 
 AA5432'IT IS 197.6 FT (60.2 M) NORTH OF THE SECOND RUNWAY LIGHT NORTH OF THE
 AA5432'INTERSECTION OF RUNWAYS 5/23 AND 15/33, 186.3 FT (56.8 M) NE OF THE
 AA5432'THIRD RUNWAY LIGHT (SAME REFERENCE), 178.8 FT (54.5 M)  NE OF THE EDGE
 AA5432'OF RUNWAY 15/33 AND 86.5 FT (26.4 M) SOUTH OF THE SOUTHWEST CORNER OF
 AA5432'THE BUILDING.
 AA5432
 AA5432                          STATION RECOVERY (1988)
 AA5432
 AA5432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AA5432'THE STATION IS LOCATED IN THE APPROXIMATE GEOMETRIC CENTER OF THE
 AA5432'JOHNSTOWN-CAMBRIA COUNTY AIRPORT, 197.6 FT (60.2 M) NORTH OF THE
 AA5432'SECOND RUNWAY LIGHT (NO 10) NW OF THE INTERSECTION OF RUNWAYS 15/33
 AA5432'AND 5/23, 186.3 FT (56.8 M) NE OF THE THIRD RUNWAY LIGHT (NO 11) NW OF
 AA5432'THE INTERSECTION, 178.8 FT (54.5 M) NE OF THE NE EDGE OF RUNWAY 15/33
 AA5432'MEASURED NORMAL AND 86.5 FT (26.4 M) SOUTH OF THE SW CORNER OF THE
 AA5432'VORTAC BLDG.  THE MARK IS A STANDARD TOPOGRAPHIC DISK STAMPED---ARP
 AA5432'1964---, SET IN A CONRETE MONUMENT FLUSH WITH THE GROUND.
 AA5432
 AA5432                          STATION RECOVERY (1998)
 AA5432
 AA5432'RECOVERY NOTE BY THE NEILAN ENGINEERS INCORPORATED 1998 (TEK)
 AA5432'RECOVERED AS DESCRIBED.
 AA5432
 AA5432                          STATION RECOVERY (1998)
 AA5432
 AA5432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AA5432'THE STATION IS LOCATED AT THE JOHNSTOWN-CAMBRIA COUNTY AIRPORT NEAR
 AA5432'THE CENTER OF THE AIRFIELD, OWNERSHIP--CAMBRIA COUNTY.  TO REACH THE
 AA5432'STATION FROM THE INTERSECTION OF U S HIGHWAY 219 AND STATE HIGHWAY 756
 AA5432'(ELTON ROAD) ON EAST SIDE OF JOHNSTOWN GO NORTH FOR 1.65 MI (2.66 KM)
 AA5432'ON THE U S HIGHWAY AND OFF RAMP TO INTERSECTION OF GALLERIA DRIVE,
 AA5432'TURN LEFT AND GO NORTH FOR 0.35 MI (0.56 KM) ON THE DRIVE TO A
 AA5432'STOPLIGHT AND INTERSECTION OF SOLOMON RUN ROAD, TURN RIGHT AND GO
 AA5432'NORTHERLY FOR 0.4 MI (0.6 KM) ON SOLOMON ROAD TO THE INTERSECTION OF
 AA5432'AIRPORT ROAD, BEAR LEFT AND CONTINUE NORTHERLY ON AIRPORT ROAD FOR 1.4
 AA5432'MI (2.3 KM) TO A GATE BETWEEN 2 BRICK BUILDINGS, TURN LEFT AND GO
 AA5432'SOUTH FOR 0.05 MI (0.08 KM) PASSING BETWEEN BUILDINGS TO THE MAIN
 AA5432'RAMP, TURN RIGHT AND GO WEST ACROSS RAMP AND ON TAXIWAY C FOR 0.25 MI
 AA5432'(0.40 KM) TO THE INTERSECTION OF RUNWAYS 15-33 AND 10-28, TURN LEFT
 AA5432'AND GO SOUTHEAST ON RUNWAY 15-33 FOR 0.1 MI (0.2 KM) TO THE STATION ON
 AA5432'THE LEFT NEAR THE VORTAC.  THE STATION IS 233.0 FT (71.0 M) EAST OF A
 AA5432'RUNWAY SIGN, 178.8 FT (54.5 M) NORTHEAST OF THE NORTHEAST EDGE OF
 AA5432'RUNWAY 15-33, 86.5 FT (26.4 M) SOUTH OF THE SOUTHWEST CORNER OF THE
 AA5432'VORTAC BUILDING, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AA5432
 AA5432                          STATION RECOVERY (2001)
 AA5432
 AA5432'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DGE)
 AA5432'RECOVERED IN GOOD CONDITION.
 AA5432
 AA5432                          STATION RECOVERY (2001)
 AA5432
 AA5432'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 AA5432'RECOVERED AS DESCRIBED.
 AA5432
 AA5432                          STATION RECOVERY (2001)
 AA5432
 AA5432'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 AA5432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0464 ***********************************************************************
 KX0464  SACS        -  This is a Secondary Airport Control Station.
 KX0464  DESIGNATION -  JST ARP 1964 STA B
 KX0464  PID         -  KX0464
 KX0464  STATE/COUNTY-  PA/CAMBRIA
 KX0464  USGS QUAD   -  GEISTOWN (1993)
 KX0464
 KX0464                         *CURRENT SURVEY CONTROL
 KX0464  ___________________________________________________________________
 KX0464* NAD 83(1992)-  40 19 24.15653(N)    078 50 33.77845(W)     ADJUSTED  
 KX0464* NAVD 88     -       690.910  (meters)    2266.76   (feet)  ADJUSTED  
 KX0464  ___________________________________________________________________
 KX0464  X           -     942,369.417 (meters)                     COMP
 KX0464  Y           -  -4,778,006.283 (meters)                     COMP
 KX0464  Z           -   4,105,852.971 (meters)                     COMP
 KX0464  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 KX0464  ELLIP HEIGHT-         658.78  (meters)          (08/09/01) GPS OBS
 KX0464  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 KX0464  DYNAMIC HT  -         690.537 (meters)    2265.54  (feet)  COMP
 KX0464  MODELED GRAV-     980,060.5   (mgal)                       NAVD 88
 KX0464
 KX0464  HORZ ORDER  -  FIRST
 KX0464  VERT ORDER  -  FIRST     CLASS I
 KX0464  ELLP ORDER  -  FOURTH    CLASS II
 KX0464
 KX0464.This mark is at Johnstown Cambria County Airport (JST)
 KX0464
 KX0464.The horizontal coordinates were established by GPS observations
 KX0464.and adjusted by the National Geodetic Survey in May 1995..
 KX0464
 KX0464.The orthometric height was determined by differential leveling
 KX0464.and adjusted by the National Geodetic Survey in June 1991..
 KX0464
 KX0464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KX0464
 KX0464.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX0464
 KX0464.The ellipsoidal height was determined by GPS observations
 KX0464.and is referenced to NAD 83.
 KX0464
 KX0464.The geoid height was determined by GEOID03.
 KX0464
 KX0464.The dynamic height is computed by dividing the NAVD 88
 KX0464.geopotential number by the normal gravity value computed on the
 KX0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0464.degrees latitude (g = 980.6199 gals.).
 KX0464
 KX0464.The modeled gravity was interpolated from observed gravity values.
 KX0464
 KX0464;                    North         East     Units Scale Factor Converg.
 KX0464;SPC PA S     -   110,503.722   507,136.308   MT  0.99996196   -0 42 32.2
 KX0464;SPC PA S     -   362,544.29  1,663,829.70   sFT  0.99996196   -0 42 32.2
 KX0464;UTM  17      - 4,465,883.228   683,280.629   MT  1.00001352   +1 23 46.9
 KX0464
 KX0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX0464!SPC PA S     -   0.99989667  x   0.99996196  =   0.99985863
 KX0464!UTM  17      -   0.99989667  x   1.00001352  =   0.99991018
 KX0464
 KX0464:                Primary Azimuth Mark                     Grid Az
 KX0464:SPC PA S     -  JST ARP 1964                             137 42 38.0
 KX0464:UTM  17      -  JST ARP 1964                             135 36 18.9
 KX0464
 KX0464|---------------------------------------------------------------------|
 KX0464| PID    Reference Object                     Distance      Geod. Az  |
 KX0464|                                                           dddmmss.s |
 KX0464| AA5432 JST ARP 1964                        APPROX. 1.1 KM 1370005.8 |
 KX0464|---------------------------------------------------------------------|
 KX0464
 KX0464                          SUPERSEDED SURVEY CONTROL
 KX0464
 KX0464  ELLIP H (05/23/95)  658.74   (m)                       GP(       ) 3 1
 KX0464  NAVD 88 (12/14/98)  690.91   (m)         2266.8    (f) LEVELING    3  
 KX0464  NGVD 29 (??/??/92)  691.080  (m)         2267.32   (f) ADJ UNCH    1 1
 KX0464
 KX0464.Superseded values are not recommended for survey control.
 KX0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0464.See file dsdata.txt to determine how the superseded data were derived.
 KX0464
 KX0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE8328165883(NAD 83)
 KX0464_MARKER: DT = TOPOGRAPHIC STATION DISK
 KX0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0464_STAMPING: AP 1964 STA B
 KX0464_MARK LOGO: CGS   
 KX0464_PROJECTION: FLUSH
 KX0464_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KX0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0464+STABILITY: SURFACE MOTION
 KX0464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX0464+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2005
 KX0464
 KX0464  HISTORY     - Date     Condition        Report By
 KX0464  HISTORY     - 1964     MONUMENTED       CGS
 KX0464  HISTORY     - 1966     GOOD             NGS
 KX0464  HISTORY     - 19880615 GOOD             NGS
 KX0464  HISTORY     - 19931012 GOOD             NOS
 KX0464  HISTORY     - 19980402 GOOD             NEILAN
 KX0464  HISTORY     - 19980924 GOOD             NGS
 KX0464  HISTORY     - 19991101 GOOD             PADT
 KX0464  HISTORY     - 20050511 GOOD             PADT
 KX0464
 KX0464                          STATION DESCRIPTION
 KX0464
 KX0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0464'AT JOHNSTOWN AIRPORT.
 KX0464'AT THE JOHNSTOWN-CAMBRIA COUNTY AIRPORT, ABOUT 0.4 MILE
 KX0464'NORTHWEST OF THE TERMINAL BUILDING, AT THE NORTHWEST END AND
 KX0464'NEAR THE WEST CORNER OF THE NORTHWEST-SOUTHEAST RUNWAY,
 KX0464'(RUNWAY NO. 15), 100 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 KX0464'RUNWAY, ABOUT LEVEL WITH THE RUNWAY AND SET IN THE TOP OF A
 KX0464'CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 KX0464
 KX0464                          STATION RECOVERY (1988)
 KX0464
 KX0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KX0464'THE STATION IS LOCATED NEAR RUNWAY END 15, 154.89 FT (47.21 M) NW OF
 KX0464'THE FIRST RUNWAY LIGHT ON THE W SIDE OF THE RUNWAY, 93.61 FT (28.53 M)
 KX0464'W OF THE W ONE OF FOUR TRESHOLD LIGHTS, AND 100.42 FT (30.61 M) W OF
 KX0464'THE NW CORNER OF THE RUNWAY PAVEMENT.  THE MARK IS A STANDARD
 KX0464'TOPOGRAPHIC DISK STAMPED---AP 1964 STA B---, SET IN THE TOP OF A
 KX0464'CONCRETE POST FLUSH WITH THE GROUND.
 KX0464
 KX0464                          STATION RECOVERY (1993)
 KX0464
 KX0464'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 KX0464'STATION IS LOCATED ON THE JOHNSTOWN-CAMBRIA COUNTY AIRPORT LOCATED
 KX0464'JUST NORTH OF THE CITY OF JOHNSTOWN, PA ABOUT 1.0 MI (1.6 KM) NORTH OF
 KX0464'THE JUNCTION OF US HIGHWAY 219 AND STATE HIGHWAY 56.
 KX0464' 
 KX0464'ACCESS ONTO THE AIRFIELD IS CONTROLLED. PERMISSION SHOULD BE OBTAINED
 KX0464'FROM THE AIRPORT MANAGER AT 814-536-0002 PRIOR TO ENTERING THE FIELD.
 KX0464' 
 KX0464'TO REACH FROM THE TERMINAL BUILDING DRIVE WEST ON THE RAMP TO THE
 KX0464'JUNCTION OF RAMP AND A TAXIWAY RUNNING PARALLEL TO RUNWAY 15/33. TURN
 KX0464'ONTO TAXIWAY AND DRIVE TO RUNWAY END 15.  CROSS RUNWAY TO STATION IN
 KX0464'GRASS JUST WEST OF AND ON LINE WITH THE RUNWAY END.
 KX0464' 
 KX0464'IT IS 154.89 FT (47.21 M) NW OF THE FIRST RUNWAY LIGHT FROM THE RUNWAY
 KX0464'END, 93.61 FT (28.53 M) W OF THE WESTERNMOST THRESHOLD LIGHT AND
 KX0464'100.42 FT (30.61 M) W OF THE NW CORNER OF THE RUNWAY.
 KX0464
 KX0464                          STATION RECOVERY (1998)
 KX0464
 KX0464'RECOVERY NOTE BY THE NEILAN ENGINEERS INCORPORATED 1998 (TEK)
 KX0464'RECOVERED AS DESCRIBED.
 KX0464
 KX0464                          STATION RECOVERY (1998)
 KX0464
 KX0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 KX0464'THE STATION IS LOCATED AT THE JOHNSTOWN-CAMBRIA COUNTY AIRPORT NEAR
 KX0464'THE CENTER OF THE AIRFIELD, OWNERSHIP--CAMBRIA COUNTY.  TO REACH THE
 KX0464'STATION FROM THE INTERSECTION OF U S HIGHWAY 219 AND STATE HIGHWAY 756
 KX0464'(ELTON ROAD) ON EAST SIDE OF JOHNSTOWN GO NORTH FOR 1.65 MI (2.66 KM)
 KX0464'ON THE U S HIGHWAY AND OFF RAMP TO INTERSECTION OF GALLERIA DRIVE,
 KX0464'TURN LEFT AND GO NORTH FOR 0.35 MI (0.56 KM) ON THE DRIVE TO A
 KX0464'STOPLIGHT AND INTERSECTION OF SOLOMON RUN ROAD, TURN RIGHT AND GO
 KX0464'NORTHERLY FOR 0.4 MI (0.6 KM) ON SOLOMON ROAD TO THE INTERSECTION OF
 KX0464'AIRPORT ROAD, BEAR LEFT AND CONTINUE NORTHERLY ON AIRPORT ROAD FOR 1.4
 KX0464'MI (2.3 KM) TO A GATE BETWEEN 2 BRICK BUILDINGS, TURN LEFT AND GO
 KX0464'SOUTH FOR 0.05 MI (0.08 KM) PASSING BETWEEN BUILDINGS TO THE MAIN
 KX0464'RAMP, TURN RIGHT AND GO WEST ACROSS RAMP AND ON TAXIWAY C FOR 0.25 MI
 KX0464'(0.40 KM) TO THE INTERSECTION OF RUNWAYS 15-33 AND 10-28, TURN RIGHT
 KX0464'AND GO NORTHWEST FOR 0.5 MI (0.8 KM) ON RUNWAY 15-33 TO THE STATION ON
 KX0464'THE LEFT AT THE END OF THE RUNWAY.  THE STATION IS 100.4 FT (30.6 M)
 KX0464'WEST OF THE NORTHWEST CORNER OF THE RUNWAY, 93.6 FT (28.5 M) WEST OF
 KX0464'THE WESTERNMOST THRESHOLD LIGHT, AND THE MONUMENT IS FLUSH WITH THE
 KX0464'GROUND SURFACE.
 KX0464
 KX0464                          STATION RECOVERY (1999)
 KX0464
 KX0464'RECOVERY NOTE BY PA DEPT OF TRANSP 1999
 KX0464'RECOVERED IN GOOD CONDITION.
 KX0464
 KX0464                          STATION RECOVERY (2005)
 KX0464
 KX0464'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (GL)
 KX0464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA5433 ***********************************************************************
 AA5433  SACS        -  This is a Secondary Airport Control Station.
 AA5433  DESIGNATION -  JST CON PT E 64
 AA5433  PID         -  AA5433
 AA5433  STATE/COUNTY-  PA/CAMBRIA
 AA5433  USGS QUAD   -  GEISTOWN (1993)
 AA5433
 AA5433                         *CURRENT SURVEY CONTROL
 AA5433  ___________________________________________________________________
 AA5433* NAD 83(1992)-  40 19 12.43919(N)    078 49 46.22724(W)     ADJUSTED  
 AA5433* NAVD 88     -       694.24   (+/-2cm)    2277.7    (feet)  VERTCON   
 AA5433  ___________________________________________________________________
 AA5433  X           -     943,516.685 (meters)                     COMP
 AA5433  Y           -  -4,778,020.827 (meters)                     COMP
 AA5433  Z           -   4,105,579.518 (meters)                     COMP
 AA5433  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AA5433  ELLIP HEIGHT-         662.07  (meters)          (08/09/01) GPS OBS
 AA5433  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 AA5433
 AA5433  HORZ ORDER  -  FIRST
 AA5433  VERT ORDER  -  THIRD ? (See Below)
 AA5433  ELLP ORDER  -  FOURTH    CLASS II
 AA5433
 AA5433.This mark is at Johnstown Cambria County Airport (JST)
 AA5433
 AA5433.The horizontal coordinates were established by GPS observations
 AA5433.and adjusted by the National Geodetic Survey in May 1995..
 AA5433
 AA5433.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA5433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA5433
 AA5433.GPS derived orthometric heights for airport stations designated as
 AA5433.PACS or SACS are published to 2 decimal places.  This maintains
 AA5433.centimeter relative accuracy between the PACS and SACS.  It does
 AA5433.not indicate centimeter accuracy relative to other marks which are
 AA5433.part of the NAVD 88 network.
 AA5433.The vertical order pertains to the NGVD 29 superseded value.
 AA5433
 AA5433.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5433
 AA5433.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5433
 AA5433.The ellipsoidal height was determined by GPS observations
 AA5433.and is referenced to NAD 83.
 AA5433
 AA5433.The geoid height was determined by GEOID03.
 AA5433
 AA5433;                    North         East     Units Scale Factor Converg.
 AA5433;SPC PA S     -   110,128.539   508,254.363   MT  0.99996208   -0 42 01.4
 AA5433;SPC PA S     -   361,313.38  1,667,497.86   sFT  0.99996208   -0 42 01.4
 AA5433;UTM  17      - 4,465,549.353   684,411.773   MT  1.00001864   +1 24 17.4
 AA5433
 AA5433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5433!SPC PA S     -   0.99989615  x   0.99996208  =   0.99985823
 AA5433!UTM  17      -   0.99989615  x   1.00001864  =   0.99991479
 AA5433
 AA5433                          SUPERSEDED SURVEY CONTROL
 AA5433
 AA5433  ELLIP H (05/23/95)  662.02   (m)                       GP(       ) 3 1
 AA5433  NGVD 29 (05/23/95)  694.39   (m)         2278.2    (f) LEVELING    3  
 AA5433
 AA5433.Superseded values are not recommended for survey control.
 AA5433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5433.See file dsdata.txt to determine how the superseded data were derived.
 AA5433
 AA5433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE8441265549(NAD 83)
 AA5433_MARKER: I = METAL ROD
 AA5433_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA5433_STAMPING: CON PT E 64
 AA5433_MARK LOGO: CGS   
 AA5433_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5433+SATELLITE: SATELLITE OBSERVATIONS - 1964
 AA5433
 AA5433  HISTORY     - Date     Condition        Report By
 AA5433  HISTORY     - 1964     MONUMENTED       CGS
 AA5433  HISTORY     - 19880415 GOOD             NGS
 AA5433
 AA5433                          STATION DESCRIPTION
 AA5433
 AA5433'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (EMP)
 AA5433'STATION IS LOCATED ON THE JOHNSTOWN-CAMBRIA COUNTY AIRPORT LOCATED
 AA5433'JUST NORTH OF THE CITY OF JOHNSTOWN, PA ABOUT 1.0 MI (1.6 KM) NORTH OF
 AA5433'THE JUNCTION OF US HIGHWAY 219 AND STATE HIGHWAY 56.
 AA5433' 
 AA5433'ACCESS ONTO THE AIRFIELD IS CONTROLLED. PERMISSION SHOULD BE OBTAINED
 AA5433'FROM THE AIRPORT MANAGER AT 814-536-0002 PRIOR TO ENTERING THE FIELD.
 AA5433' 
 AA5433'TO REACH FROM THE TERMINAL BUILDING DRIVE EAST ON THE RAMP CROSSING A
 AA5433'HANGAR AREA TO THE STATION JUST NORTHWEST OF RUNWAY END 23.
 AA5433' 
 AA5433'IT IS 127.9 FT (39.0 M) NW OF THE CENTERLINE END OF RUNWAY 23, 75.2 FT
 AA5433'(22.9 M) WNW OF THE NORTHERNMOST THRESHOLD LIGHT, 57.3 FT (17.5 M) W
 AA5433'OF THE STROBE LIGHT (REIL), 47.6 FT (14.5 M) NW OF THE CENTER OF A
 AA5433'CATCHBASIN NEAR THE EDGE OF THE TAXIWAY AND 36.2 FT (11.0 M) N OF THE
 AA5433'NORTH EDGE OF THE TAXIWAY.
 AA5433
 AA5433                          STATION RECOVERY (1988)
 AA5433
 AA5433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 AA5433'THE STATION IS LOCATED AT THE JOHNSTOWN-CAMBRIA COUNTY AIRPORT NEAR
 AA5433'RUNWAY END 23.  IT IS 127.9 FT (39.0 M) NORTHWEST OF RUNWAY END 23,
 AA5433'75.2 FT (22.9 M) WEST-NORTH-WEST OF THE NORTHERLY THRESHOLD LIGHT,
 AA5433'57.3 FT (17.5 M) WEST OF THE NORTHERLY REIL, 47.6 FT (14.5 M)
 AA5433'NORTHWEST OF THE CENTER OF A CATCHBASIN IN THE TAXIWAY AND 36.2 FT
 AA5433'(11.0 M) NORTH OF THE NORTH EDGE OF A TAXIWAY.  THE STATION IS A
 AA5433'18-INCH COPPER WELD ROD SURROUNDED BY CONCRETE AND IS 0.2 FT (0.1 M)
 AA5433'BELOW THE SURFACE.  THE CAP ON THE ROD IS STAMPED---CON PT E 64---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH5817 ***********************************************************************
 AH5817  SACS        -  This is a Secondary Airport Control Station.
 AH5817  DESIGNATION -  JST K
 AH5817  PID         -  AH5817
 AH5817  STATE/COUNTY-  PA/CAMBRIA
 AH5817  USGS QUAD   -  GEISTOWN (1993)
 AH5817
 AH5817                         *CURRENT SURVEY CONTROL
 AH5817  ___________________________________________________________________
 AH5817* NAD 83(1996)-  40 18 37.39074(N)    078 49 43.36429(W)     ADJUSTED  
 AH5817* NAVD 88     -       689.72   (meters)    2262.9    (feet)  GPS OBS   
 AH5817  ___________________________________________________________________
 AH5817  X           -     943,717.864 (meters)                     COMP
 AH5817  Y           -  -4,778,690.619 (meters)                     COMP
 AH5817  Z           -   4,104,752.220 (meters)                     COMP
 AH5817  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AH5817  ELLIP HEIGHT-         657.57  (meters)          (09/18/01) GPS OBS
 AH5817  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 AH5817
 AH5817  HORZ ORDER  -  FIRST
 AH5817  ELLP ORDER  -  FOURTH    CLASS I
 AH5817
 AH5817.This mark is at Johnstown Cambria County Airport (JST)
 AH5817
 AH5817.The horizontal coordinates were established by GPS observations
 AH5817.and adjusted by the National Geodetic Survey in December 1998..
 AH5817
 AH5817.The orthometric height was determined by GPS observations and a
 AH5817.high-resolution geoid model.
 AH5817
 AH5817.GPS derived orthometric heights for airport stations designated as
 AH5817.PACS or SACS are published to 2 decimal places.  This maintains
 AH5817.centimeter relative accuracy between the PACS and SACS.  It does
 AH5817.not indicate centimeter accuracy relative to other marks which are
 AH5817.part of the NAVD 88 network.
 AH5817
 AH5817.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5817
 AH5817.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5817
 AH5817.The ellipsoidal height was determined by GPS observations
 AH5817.and is referenced to NAD 83.
 AH5817
 AH5817.The geoid height was determined by GEOID03.
 AH5817
 AH5817;                    North         East     Units Scale Factor Converg.
 AH5817;SPC PA S     -   109,046.778   508,308.744   MT  0.99996248   -0 41 59.5
 AH5817;SPC PA S     -   357,764.30  1,667,676.27   sFT  0.99996248   -0 41 59.5
 AH5817;UTM  17      - 4,464,470.258   684,505.858   MT  1.00001907   +1 24 18.2
 AH5817
 AH5817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5817!SPC PA S     -   0.99989686  x   0.99996248  =   0.99985934
 AH5817!UTM  17      -   0.99989686  x   1.00001907  =   0.99991592
 AH5817
 AH5817                          SUPERSEDED SURVEY CONTROL
 AH5817
 AH5817  ELLIP H (12/14/98)  657.53   (m)                       GP(       ) 4 1
 AH5817
 AH5817.Superseded values are not recommended for survey control.
 AH5817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5817.See file dsdata.txt to determine how the superseded data were derived.
 AH5817
 AH5817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE8450664470(NAD 83)
 AH5817_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5817_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH5817_SP_SET: FOOTING FOR PAPI LIGHT
 AH5817_STAMPING: JST K 1998
 AH5817_MARK LOGO: NGS   
 AH5817_PROJECTION: FLUSH
 AH5817_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5817+STABILITY: SURFACE MOTION
 AH5817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5817+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH5817
 AH5817  HISTORY     - Date     Condition        Report By
 AH5817  HISTORY     - 1998     MONUMENTED       NGS
 AH5817
 AH5817                          STATION DESCRIPTION
 AH5817
 AH5817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AH5817'THE STATION IS LOCATED AT THE JOHNSTOWN-CAMBRIA COUNTY AIRPORT NEAR
 AH5817'THE SOUTH END OF RUWNAY 15-33, OWNERSHIP--CAMBRIA COUNTY.  TO REACH
 AH5817'THE STATION FROM THE INTERSECTION OF U S HIGHWAY 219 AND STATE HIGHWAY
 AH5817'756 (ELTON ROAD) ON EAST SIDE OF JOHNSTOWN GO NORTH FOR 1.65 MI (2.66
 AH5817'KM) ON THE U S HIGHWAY AND OFF RAMP TO INTERSECTION OF GALLERIA DRIVE,
 AH5817'TURN LEFT AND GO NORTH FOR 0.35 MI (0.56 KM) ON THE DRIVE TO A
 AH5817'STOPLIGHT AND INTERSECTION OF SOLOMON RUN ROAD, TURN RIGHT AND GO
 AH5817'NORTHERLY FOR 0.4 MI (0.6 KM) ON SOLOMON ROAD TO THE INTERSECTION OF
 AH5817'AIRPORT ROAD, BEAR LEFT AND CONTINUE NORTHERLY ON AIRPORT ROAD FOR 1.4
 AH5817'MI (2.3 KM) TO A GATE BETWEEN 2 BRICK BUILDINGS, TURN LEFT AND GO
 AH5817'SOUTH FOR 0.05 MI (0.08 KM) PASSING BETWEEN BUILDINGS TO THE MAIN
 AH5817'RAMP, TURN RIGHT AND GO WEST ACROSS RAMP AND ON TAXIWAY C FOR 0.25 MI
 AH5817'(0.40 KM) TO THE INTERSECTION OF RUNWAYS 15-33 AND 10-28, TURN LEFT
 AH5817'AND GO SOUTHEAST FOR ON RUNWAY 15-33 FOR 0.65 MI (1.05 KM) TO PAPIS
 AH5817'AND STATION ON LEFT.  THE STATION IS 157.0 FT (47.9 M) SOUTHWEST OF
 AH5817'THE SOUTHWEST EDGE OF A PARALLEL TAXIWAY, 55.0 FT (16.8 M) SOUTH OF A
 AH5817'20-FOOT STEEL POLE WITH A REFLECTOR DISH, AND IN THE TOP OF THE NORTH
 AH5817'CORNER OF THE EASTERNMOST 1 OF 4 PAPI FOUNDATIONS.  NOTE--THIS STATION
 AH5817'HAS BEEN SELECTED AS A SACS.  THE AIRPORT ENGINEER INFORMS THAT THE
 AH5817'FOUNDATION IS 5 PLUS FEET DEEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1728 ***********************************************************************
 LZ1728  DESIGNATION -  JUMBO
 LZ1728  PID         -  LZ1728
 LZ1728  STATE/COUNTY-  PA/CLINTON
 LZ1728  USGS QUAD   -  CARROLL (1973)
 LZ1728
 LZ1728                         *CURRENT SURVEY CONTROL
 LZ1728  ___________________________________________________________________
 LZ1728* NAD 83(1992)-  41 05 06.06413(N)    077 12 14.98050(W)     ADJUSTED  
 LZ1728* NAVD 88     -       666.0    (meters)    2185.     (feet)  VERTCON   
 LZ1728  ___________________________________________________________________
 LZ1728  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 LZ1728  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LZ1728
 LZ1728  HORZ ORDER  -  FIRST
 LZ1728
 LZ1728.The horizontal coordinates were established by classical geodetic methods
 LZ1728.and adjusted by the National Geodetic Survey in June 2002..
 LZ1728
 LZ1728.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1728
 LZ1728.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1728
 LZ1728.The geoid height was determined by GEOID03.
 LZ1728
 LZ1728;                    North         East     Units Scale Factor Converg.
 LZ1728;SPC PA N     -   102,130.705   645,863.668   MT  0.99997357   +0 21 39.9
 LZ1728;SPC PA N     -   335,073.82  2,118,971.05   sFT  0.99997357   +0 21 39.9
 LZ1728;UTM  18      - 4,550,535.866   314,858.753   MT  1.00002188   -1 26 56.2
 LZ1728
 LZ1728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1728!SPC PA N     -   0.99990075  x   0.99997357  =   0.99987432
 LZ1728!UTM  18      -   0.99990075  x   1.00002188  =   0.99992263
 LZ1728
 LZ1728:                Primary Azimuth Mark                     Grid Az
 LZ1728:SPC PA N     -  RAUCHTOWN LOOKOUT TOWER                  037 40 32.1
 LZ1728:UTM  18      -  RAUCHTOWN LOOKOUT TOWER                  039 29 08.2
 LZ1728
 LZ1728|---------------------------------------------------------------------|
 LZ1728| PID    Reference Object                     Distance      Geod. Az  |
 LZ1728|                                                           dddmmss.s |
 LZ1728| LZ1729 RAUCHTOWN LOOKOUT TOWER             APPROX. 1.4 KM 0380212.0 |
 LZ1728| LZ1724 NITTANY                             APPROX.16.2 KM 1021238.5 |
 LZ1728| LZ1727 SAND MOUNTAIN LOOKOUT TOWER         APPROX.11.1 KM 1462920.4 |
 LZ1728| CK7588 JUMBO RM 1                           14.665 METERS 17718     |
 LZ1728| LZ1748 RIANSARES LOOKOUT TOWER             APPROX.15.2 KM 2555606.0 |
 LZ1728| CK7589 JUMBO RM 2                           16.444 METERS 27116     |
 LZ1728|---------------------------------------------------------------------|
 LZ1728
 LZ1728                          SUPERSEDED SURVEY CONTROL
 LZ1728
 LZ1728  NAD 83(1986)-  41 05 06.06129(N)    077 12 14.97632(W) AD(       ) 1
 LZ1728  NAD 27      -  41 05 05.78130(N)    077 12 16.09520(W) AD(       ) 1
 LZ1728  NGVD 29 (07/19/86)  666.2    (m)         2186.     (f) VERT ANG       
 LZ1728
 LZ1728.Superseded values are not recommended for survey control.
 LZ1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1728.See file dsdata.txt to determine how the superseded data were derived.
 LZ1728
 LZ1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL1485950536(NAD 83)
 LZ1728_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1728
 LZ1728  HISTORY     - Date     Condition        Report By
 LZ1728  HISTORY     - 1958     MONUMENTED       CGS
 LZ1728  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LZ1728
 LZ1728                          STATION DESCRIPTION
 LZ1728
 LZ1728'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ1728'THE STATION IS APPROXIMATELY 3.5 MILES SOUTHEAST OF THE VILLAGE OF
 LZ1728'RAUCHTOWN, 2.5 MILES NORTH OF CARROLL, 1.0 MILE SOUTH OF
 LZ1728'THE RAUCHTOWN LOOKOUT TOWER AND ALONG THE EAST SIDE OF THE OLD JUMBO
 LZ1728'TRAIL AND ON STATE FOREST LANDS.
 LZ1728'
 LZ1728'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 220 AND STATE HIGHWAY 44
 LZ1728'IN JERSEY SHORE GO SOUTHEAST ON STATE HIGHWAY 44 FOR 3.6 MILES TO
 LZ1728'SIDE ROAD RIGHT (STATE HIGHWAY 880), TURN RIGHT AND FOLLOW HIGHWAY
 LZ1728'880, PASSING THROUGH THE VILLAGE RAUCHTOWN, AND GO 5.4
 LZ1728'MILES TO SIDE ROAD LEFT AND SIGN SAND SPRING ROAD, PIPELINE 2,
 LZ1728'RAUCHTOWN TOWER, TURN LEFT, UPHILL AND FOLLOW GRAVEL ROAD FOR
 LZ1728'0.7 MILE TO FIVE-WAY INTERSECTION, KEEP RIGHT AS PER SIGN RAUCHTOWN
 LZ1728'TOWER AND GO 0.7 MILE TO SIDE ROAD LEFT, KEEP RIGHT, UPHILL AND GO
 LZ1728'1.2 MILES TO FORKS, KEEP RIGHT FORK AND GO 0.5 MILE TO SIDE
 LZ1728'ROAD RIGHT, KEEP STRAIGHT AHEAD FOR 0.1 MILE TO FORKS, KEEP RIGHT,
 LZ1728'STRAIGHT AHEAD AND GO 1.1 MILE TO T-ROAD, TURN RIGHT AND GO
 LZ1728'1.3 MILES TO SMALL CLEARING ON LEFT, BLAZES ON TREES ON BOTH SIDES OF
 LZ1728'ROAD AND DIM FOOT TRAIL RIGHT.  FROM HERE FOLLOW FOOT TRAIL
 LZ1728'WESTERLY FOR ABOUT 40 YARDS, TURN RIGHT AND FOLLOW FOOT TRAIL (OLD
 LZ1728'JUMBO TRAIL) FOR ABOUT 70 YARDS TO STATION ON RIGHT OF
 LZ1728'TRAIL MARKED BY TRIANGULAR BLAZES ON TREES.
 LZ1728'
 LZ1728'STATION MARKS ARE STANDARD DISKS STAMPED JUMBO 1958.  THE SURFACE
 LZ1728'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 LZ1728'INCHES.  IT IS 38 FEET NORTH OF A 12-INCH TREE WITH TRIANGULAR BLAZE,
 LZ1728'32-1/2 FEET NORTHEAST OF A 6-INCH TREE WITH TRIANGULAR
 LZ1728'BLAZE, 41-1/2 FEET SOUTHEAST OF A 8-INCH TREE WITH TRIANGULAR BLAZE
 LZ1728'AND 22 FEET EAST-SOUTHEAST OF FOOT TRAIL.  THE
 LZ1728'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 34 INCHES
 LZ1728'BELOW THE SURFACE OF THE GROUND.
 LZ1728'
 LZ1728'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED JUMBO NO 1 1958, IS SET
 LZ1728'IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 LZ1728'IT IS 27 FEET SOUTHEAST OF A 6-INCH TREE WITH TRIANGULAR BLAZE AND
 LZ1728'15 FEET SOUTHWEST OF A 12-INCH TREE WITH TRIANGULAR BLAZE.
 LZ1728'
 LZ1728'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JUMBO NO 2 1958, IS SET
 LZ1728'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 LZ1728'IT IS 32 FEET WEST-NORTHWEST OF FOOT TRAIL, 32 FEET SOUTHWEST OF A
 LZ1728'8-INCH TREE WITH TRIANGULAR BLAZE AND 9 FEET
 LZ1728'NORTH-NORTHWEST OF A 5-INCH TREE WITH TRIANGULAR BLAZE.
 LZ1728'
 LZ1728'NO AZIMUTH MARK WAS SET.
 LZ1728
 LZ1728                          STATION RECOVERY (1959)
 LZ1728
 LZ1728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LZ1728'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND TO BE IN GOOD
 LZ1728'CONDITION.  A SHORTER MEASUREMENT OF .005 METERS WAS
 LZ1728'NOTED ON REFERENCE MARK 1 AND A SHORTER MEASUREMENT OF .010 METERS
 LZ1728'WAS NOTED ON REFERENCE MARK 2.
 LZ1728'
 LZ1728'THE DESCRIPTION OF HOW TO REACH THE STATION AND RECOVERY WAS FOUND TO
 LZ1728'BE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0711 ***********************************************************************
 LZ0711  DESIGNATION -  JUNCTION
 LZ0711  PID         -  LZ0711
 LZ0711  STATE/COUNTY-  PA/TIOGA
 LZ0711  USGS QUAD   -  JACKSON SUMMIT (1986)
 LZ0711
 LZ0711                         *CURRENT SURVEY CONTROL
 LZ0711  ___________________________________________________________________
 LZ0711* NAD 83(1992)-  41 57 30.71188(N)    077 06 28.61552(W)     ADJUSTED  
 LZ0711* NAVD 88     -       311.484  (meters)    1021.93   (feet)  ADJUSTED  
 LZ0711  ___________________________________________________________________
 LZ0711  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 LZ0711  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 LZ0711  DYNAMIC HT  -         311.369 (meters)    1021.55  (feet)  COMP
 LZ0711  MODELED GRAV-     980,243.6   (mgal)                       NAVD 88
 LZ0711
 LZ0711  HORZ ORDER  -  THIRD
 LZ0711  VERT ORDER  -  SECOND    CLASS 0
 LZ0711
 LZ0711.The horizontal coordinates were established by classical geodetic methods
 LZ0711.and adjusted by the National Geodetic Survey in June 2002..
 LZ0711
 LZ0711.The orthometric height was determined by differential leveling
 LZ0711.and adjusted by the National Geodetic Survey in June 1991..
 LZ0711
 LZ0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ0711
 LZ0711.The geoid height was determined by GEOID03.
 LZ0711
 LZ0711.The dynamic height is computed by dividing the NAVD 88
 LZ0711.geopotential number by the normal gravity value computed on the
 LZ0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0711.degrees latitude (g = 980.6199 gals.).
 LZ0711
 LZ0711.The modeled gravity was interpolated from observed gravity values.
 LZ0711
 LZ0711;                    North         East     Units Scale Factor Converg.
 LZ0711;SPC PA N     -   199,196.274   653,228.545   MT  1.00000140   +0 25 29.1
 LZ0711;SPC PA N     -   653,529.78  2,143,133.98   sFT  1.00000140   +0 25 29.1
 LZ0711;SPC NY C     -   217,621.305   206,509.657   MT  0.99996077   -0 21 02.7
 LZ0711;SPC NY C     -   713,979.23    677,523.77   sFT  0.99996077   -0 21 02.7
 LZ0711;UTM  18      - 4,647,321.052   325,307.148   MT  0.99997553   -1 24 35.0
 LZ0711
 LZ0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ0711!SPC PA N     -   0.99995623  x   1.00000140  =   0.99995763
 LZ0711!SPC NY C     -   0.99995623  x   0.99996077  =   0.99991700
 LZ0711!UTM  18      -   0.99995623  x   0.99997553  =   0.99993176
 LZ0711
 LZ0711|---------------------------------------------------------------------|
 LZ0711| PID    Reference Object                     Distance      Geod. Az  |
 LZ0711|                                                           dddmmss.s |
 LZ0711| LZ0710 JUNCTION RM 1                        10.638 METERS 08040     |
 LZ0711| LZ0712 JUNCTION AZ MK                                     1343000.7 |
 LZ0711| CK7594 JUNCTION RM 2                        15.449 METERS 18316     |
 LZ0711| LZ1657 TIOGA CABLE TV CO MAST              APPROX. 7.5 KM 1910206.2 |
 LZ0711|---------------------------------------------------------------------|
 LZ0711
 LZ0711                          SUPERSEDED SURVEY CONTROL
 LZ0711
 LZ0711  NAD 83(1996)-  41 57 30.71123(N)    077 06 28.61596(W) AD(       ) 3
 LZ0711  NAD 83(1986)-  41 57 30.71469(N)    077 06 28.61099(W) AD(       ) 3
 LZ0711  NAD 27      -  41 57 30.44929(N)    077 06 29.71523(W) AD(       ) 3
 LZ0711  NGVD 29 (??/??/92)  311.639  (m)         1022.44   (f) ADJ UNCH    2 0
 LZ0711
 LZ0711.Superseded values are not recommended for survey control.
 LZ0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0711.See file dsdata.txt to determine how the superseded data were derived.
 LZ0711
 LZ0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM2530747321(NAD 83)
 LZ0711_MARKER: DS = TRIANGULATION STATION DISK
 LZ0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0711_STAMPING: JUNCTION
 LZ0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0711+STABILITY: SURFACE MOTION
 LZ0711
 LZ0711  HISTORY     - Date     Condition        Report By
 LZ0711  HISTORY     - 1968     MONUMENTED       CGS
 LZ0711  HISTORY     - 1968     GOOD             NGS
 LZ0711
 LZ0711                          STATION DESCRIPTION
 LZ0711
 LZ0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (WMJ)
 LZ0711'THE STATION IS LOCATED ABOUT 3.5 MILES NORTH-NORTHEAST OF TIOGA, 2.5
 LZ0711'MILES SOUTH-SOUTHEAST OF LAWRENCEVILLE AND IN THE SMALL COMMUNITY
 LZ0711'OF TIOGA JUNCTION.
 LZ0711'
 LZ0711'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 15 AND STATE
 LZ0711'HIGHWAY 287, IN TIOGA, GO NORTH ON U.S. HIGHWAY 15 FOR 4.05 MILES
 LZ0711'TO THE JUNCTION OF STATE HIGHWAY 328 ON THE RIGHT, (TO REACH THE
 LZ0711'AZIMUTH MARK FROM THIS POINT, TURN RIGHT AND GO EAST ON STATE
 LZ0711'HIGHWAY 328 FOR 0.05 MILE TO A DRIVEWAY ON THE RIGHT, TURN RIGHT AND
 LZ0711'GO SOUTH ON THE DRIVEWAY FOR 0.05 MILE TO THE MARK ON THE LEFT, BY A
 LZ0711'BARN) CONTINUE NORTH ON U.S. HIGHWAY 15 FOR 0.05 MILE TO THE STATION
 LZ0711'ON THE LEFT, JUST NORTH OF AN ABANDONED SERVICE STATION.
 LZ0711'
 LZ0711'THE STATION MARK IS 87 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 LZ0711'15, 76 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE
 LZ0711'SERVICE STATION AND 7 FEET EAST OF TELEPHONE POLE NO. LE 1.  THE MARK
 LZ0711'IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST SET
 LZ0711'FLUSH WITH THE GROUND AND IS STAMPED JUNCTION 1968.
 LZ0711'
 LZ0711'REFERENCE MARK NO. 1 IS 53 FEET WEST OF THE CENTERLINE OF U.S.
 LZ0711'HIGHWAY 15 AND 43 FEET EAST OF TELEPHONE POLE NO. LE 1.  THE MARK IS
 LZ0711'A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE FOOTING FOR
 LZ0711'A LIGHT POLE AND IS STAMPED JUNCTION NO 1 1968.
 LZ0711'
 LZ0711'REFERENCE MARK NO. 2 IS 90 FEET WEST OF THE CENTERLINE OF U.S.
 LZ0711'HIGHWAY 15, 49 FEET SOUTH OF TELEPHONE POLE NO. LE 1 AND 41 FEET
 LZ0711'NORTHWEST OF THE NORTHEAST CORNER OF THE SERVICE STATION.  THE MARK
 LZ0711'IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST SET
 LZ0711'FLUSH WITH THE GROUND AND IS STAMPED JUNCTION NO 2 1968.
 LZ0711'
 LZ0711'THE AZIMUTH MARK IS 95 FEET SOUTHEAST OF POWERLINE POLE NO. 7L206, 32
 LZ0711'FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE DRIVEWAY AND 3.3
 LZ0711'FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE BARN.  THE MARK IS A
 LZ0711'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH
 LZ0711'WITH THE GROUND AND IS STAMPED JUNCTION 1968.
 LZ0711'
 LZ0711'HEIGHT OF LIGHT ABOVE STATION MARK 4.3 METERS.
 LZ0711
 LZ0711                          STATION RECOVERY (1968)
 LZ0711
 LZ0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LZ0711'4.1 MI N FROM TIOGA.
 LZ0711'4.10 MILES NORTH ALONG U.S. HIGHWAY 15 FROM THE POST OFFICE IN
 LZ0711'TIOGA, 0.05 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 328, JUST
 LZ0711'NORTH OF AN ABANDONED SERVICE STATION, 34.90 FEET WEST OF RM 1,
 LZ0711'87 FEET WEST OF THE CENTERLINE OF HIGHWAY, 76 FEET
 LZ0711'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE ABANDONED SERVICE
 LZ0711'STATION, 7 FEET EAST OF TELEPHONE POLE NO. LE 1, SET IN THE TOP
 LZ0711'OF A CONCRETE POST, FLUSH, AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0712 ***********************************************************************
 LZ0712  DESIGNATION -  JUNCTION AZ MK
 LZ0712  PID         -  LZ0712
 LZ0712  STATE/COUNTY-  PA/TIOGA
 LZ0712  USGS QUAD   -  JACKSON SUMMIT (1986)
 LZ0712
 LZ0712                         *CURRENT SURVEY CONTROL
 LZ0712  ___________________________________________________________________
 LZ0712* NAD 83(1986)-  41 57 26.     (N)    077 06 22.     (W)     SCALED    
 LZ0712* NAVD 88     -       315.828  (meters)    1036.18   (feet)  ADJUSTED  
 LZ0712  ___________________________________________________________________
 LZ0712  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 LZ0712  DYNAMIC HT  -         315.711 (meters)    1035.80  (feet)  COMP
 LZ0712  MODELED GRAV-     980,243.0   (mgal)                       NAVD 88
 LZ0712
 LZ0712  VERT ORDER  -  SECOND    CLASS 0
 LZ0712
 LZ0712.The horizontal coordinates were scaled from a topographic map and have
 LZ0712.an estimated accuracy of +/- 6 seconds.
 LZ0712
 LZ0712.The orthometric height was determined by differential leveling
 LZ0712.and adjusted by the National Geodetic Survey in June 1991..
 LZ0712
 LZ0712.The geoid height was determined by GEOID03.
 LZ0712
 LZ0712.The dynamic height is computed by dividing the NAVD 88
 LZ0712.geopotential number by the normal gravity value computed on the
 LZ0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0712.degrees latitude (g = 980.6199 gals.).
 LZ0712
 LZ0712.The modeled gravity was interpolated from observed gravity values.
 LZ0712
 LZ0712;                    North         East    Units  Estimated Accuracy
 LZ0712;SPC PA N     -   199,050.      653,380.      MT  (+/- 180 meters Scaled)
 LZ0712
 LZ0712                          SUPERSEDED SURVEY CONTROL
 LZ0712
 LZ0712  NGVD 29 (??/??/92)  315.983  (m)         1036.69   (f) ADJ UNCH    2 0
 LZ0712
 LZ0712.Superseded values are not recommended for survey control.
 LZ0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0712.See file dsdata.txt to determine how the superseded data were derived.
 LZ0712
 LZ0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM254471(NAD 83)
 LZ0712_MARKER: DZ = AZIMUTH MARK DISK
 LZ0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0712_STAMPING: JUNCTION 1968
 LZ0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0712+STABILITY: SURFACE MOTION
 LZ0712
 LZ0712  HISTORY     - Date     Condition        Report By
 LZ0712  HISTORY     - 1968     MONUMENTED       CGS
 LZ0712
 LZ0712                          STATION DESCRIPTION
 LZ0712
 LZ0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ0712'4.1 MI N FROM TIOGA.
 LZ0712'4.0 MILES NORTH ALONG U.S. HIGHWAY 15 FROM THE POST OFFICE IN
 LZ0712'TIOGA, THENCE, 0.05 MILE EAST ALONG STATE HIGHWAY 328, THENCE,
 LZ0712'0.05 MILE SOUTHEAST ALONG A DRIVEWAY, SET IN THE TOP OF A
 LZ0712'CONCRETE POST, FLUSH, 0.15 MILE SOUTHEAST OF THE STATION, AT
 LZ0712'A LARGE CHICKEN HOUSE, 95 FEET SOUTHEAST OF POWERLINE POLE NO.
 LZ0712'7L206, 32 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE
 LZ0712'DRIVEWAY, 3.3 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE
 LZ0712'CHICKEN HOUSE AND IS ABOUT 8 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0710 ***********************************************************************
 LZ0710  DESIGNATION -  JUNCTION RM 1
 LZ0710  PID         -  LZ0710
 LZ0710  STATE/COUNTY-  PA/TIOGA
 LZ0710  USGS QUAD   -  JACKSON SUMMIT (1986)
 LZ0710
 LZ0710                         *CURRENT SURVEY CONTROL
 LZ0710  ___________________________________________________________________
 LZ0710* NAD 83(1986)-  41 57 30.     (N)    077 06 28.     (W)     SCALED    
 LZ0710* NAVD 88     -       311.897  (meters)    1023.28   (feet)  ADJUSTED  
 LZ0710  ___________________________________________________________________
 LZ0710  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 LZ0710  DYNAMIC HT  -         311.782 (meters)    1022.90  (feet)  COMP
 LZ0710  MODELED GRAV-     980,243.6   (mgal)                       NAVD 88
 LZ0710
 LZ0710  VERT ORDER  -  SECOND    CLASS 0
 LZ0710
 LZ0710.The horizontal coordinates were scaled from a topographic map and have
 LZ0710.an estimated accuracy of +/- 6 seconds.
 LZ0710
 LZ0710.The orthometric height was determined by differential leveling
 LZ0710.and adjusted by the National Geodetic Survey in June 1991..
 LZ0710
 LZ0710.The geoid height was determined by GEOID03.
 LZ0710
 LZ0710.The dynamic height is computed by dividing the NAVD 88
 LZ0710.geopotential number by the normal gravity value computed on the
 LZ0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0710.degrees latitude (g = 980.6199 gals.).
 LZ0710
 LZ0710.The modeled gravity was interpolated from observed gravity values.
 LZ0710
 LZ0710;                    North         East    Units  Estimated Accuracy
 LZ0710;SPC PA N     -   199,170.      653,240.      MT  (+/- 180 meters Scaled)
 LZ0710
 LZ0710                          SUPERSEDED SURVEY CONTROL
 LZ0710
 LZ0710  NGVD 29 (??/??/92)  312.052  (m)         1023.79   (f) ADJ UNCH    2 0
 LZ0710
 LZ0710.Superseded values are not recommended for survey control.
 LZ0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0710.See file dsdata.txt to determine how the superseded data were derived.
 LZ0710
 LZ0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM253472(NAD 83)
 LZ0710_MARKER: DR = REFERENCE MARK DISK
 LZ0710_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0710_SP_SET: LIGHT POLE FOUNDATION
 LZ0710_STAMPING: JUNCTION NO 1 1968
 LZ0710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0710
 LZ0710  HISTORY     - Date     Condition        Report By
 LZ0710  HISTORY     - 1968     MONUMENTED       CGS
 LZ0710  HISTORY     - 19991001 GOOD             PADT
 LZ0710
 LZ0710                          STATION DESCRIPTION
 LZ0710
 LZ0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ0710'4.1 MI N FROM TIOGA.
 LZ0710'AT THE JUNCTION STATION SITE-- 34.90 FEET EAST OF THE STATION,
 LZ0710'53 FEET WEST OF THE CENTERLINE OF HIGHWAY, 43 FEET EAST OF
 LZ0710'TELEPHONE POLE NO. LE 1, SET IN THE TOP OF THE NORTHWEST CORNER
 LZ0710'OF THE CONCRETE FOUNDATION OF A LIGHT POLE AND IS ABOUT 2 FEET
 LZ0710'ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- FOR DESCRIPTION SEE
 LZ0710'STATION JUNCTION.
 LZ0710
 LZ0710                          STATION RECOVERY (1999)
 LZ0710
 LZ0710'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (EAA)
 LZ0710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0977 ***********************************************************************
 KW0977  DESIGNATION -  JWM 10 USGS
 KW0977  PID         -  KW0977
 KW0977  STATE/COUNTY-  PA/YORK
 KW0977  USGS QUAD   -  DOVER (1972)
 KW0977
 KW0977                         *CURRENT SURVEY CONTROL
 KW0977  ___________________________________________________________________
 KW0977* NAD 83(1986)-  40 07 10.     (N)    076 47 19.     (W)     SCALED    
 KW0977* NAVD 88     -       161.833  (meters)     530.95   (feet)  ADJUSTED  
 KW0977  ___________________________________________________________________
 KW0977  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 KW0977  DYNAMIC HT  -         161.748 (meters)     530.67  (feet)  COMP
 KW0977  MODELED GRAV-     980,097.0   (mgal)                       NAVD 88
 KW0977
 KW0977  VERT ORDER  -  SECOND    CLASS 0
 KW0977
 KW0977.The horizontal coordinates were scaled from a topographic map and have
 KW0977.an estimated accuracy of +/- 6 seconds.
 KW0977
 KW0977.The orthometric height was determined by differential leveling
 KW0977.and adjusted by the National Geodetic Survey in June 1991..
 KW0977
 KW0977.The geoid height was determined by GEOID03.
 KW0977
 KW0977.The dynamic height is computed by dividing the NAVD 88
 KW0977.geopotential number by the normal gravity value computed on the
 KW0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0977.degrees latitude (g = 980.6199 gals.).
 KW0977
 KW0977.The modeled gravity was interpolated from observed gravity values.
 KW0977
 KW0977;                    North         East    Units  Estimated Accuracy
 KW0977;SPC PA S     -    87,730.      681,950.      MT  (+/- 180 meters Scaled)
 KW0977
 KW0977                          SUPERSEDED SURVEY CONTROL
 KW0977
 KW0977  NGVD 29 (??/??/??)  162.052  (m)          531.67   (f) ADJUSTED    2 0
 KW0977
 KW0977.Superseded values are not recommended for survey control.
 KW0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0977.See file dsdata.txt to determine how the superseded data were derived.
 KW0977
 KW0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK475425(NAD 83)
 KW0977_MARKER: DD = SURVEY DISK
 KW0977_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0977_SP_SET: CURB
 KW0977_STAMPING: JWM 10 532 FEET
 KW0977_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0977
 KW0977  HISTORY     - Date     Condition        Report By
 KW0977  HISTORY     - UNK      MONUMENTED       USGS
 KW0977  HISTORY     - 1961     GOOD             CGS
 KW0977  HISTORY     - 20050213 MARK NOT FOUND   GEOCAC
 KW0977
 KW0977                          STATION DESCRIPTION
 KW0977
 KW0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KW0977'1 MI S FROM NEWBERRYTOWN.
 KW0977'ABOUT 1.0 MILE SOUTH OF THE INTERCHANGE BRIDGE OF U.S. HIGHWAY
 KW0977'111 AND STATE HIGHWAY 382 AT THE WEST EDGE OF NEWBERRYTOWN,
 KW0977'16.0 FEET NORTH OF THE CENTERLINE OF A COUNTY BLACKTOP ROAD.
 KW0977'SET IN TOP OF THE NORTH BUMPER CURBING OF A 150.0 FOOT LONG
 KW0977'CONCRETE BRIDGE OVER U.S. HIGHWAY 111 AND IS ABOUT 8 INCHES
 KW0977'ABOVE THE LEVEL OF THE BLACKTOP ROAD.
 KW0977
 KW0977                          STATION RECOVERY (2005)
 KW0977
 KW0977'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0977'BRIDGE WAS REPLACED. MARK NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1957 ***********************************************************************
 MA1957  DESIGNATION -  K
 MA1957  PID         -  MA1957
 MA1957  STATE/COUNTY-  PA/CLARION
 MA1957  USGS QUAD   -  CLARION (1981)
 MA1957
 MA1957                         *CURRENT SURVEY CONTROL
 MA1957  ___________________________________________________________________
 MA1957* NAD 83(1992)-  41 12 18.58822(N)    079 26 17.88332(W)     ADJUSTED  
 MA1957* NAVD 88     -       472.     (meters)    1549.     (feet)  SCALED    
 MA1957  ___________________________________________________________________
 MA1957  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 MA1957  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 MA1957
 MA1957  HORZ ORDER  -  SECOND
 MA1957
 MA1957.The horizontal coordinates were established by classical geodetic methods
 MA1957.and adjusted by the National Geodetic Survey in June 2002..
 MA1957
 MA1957.The orthometric height was scaled from a topographic map.
 MA1957
 MA1957.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1957
 MA1957.The geoid height was determined by GEOID03.
 MA1957
 MA1957;                    North         East     Units Scale Factor Converg.
 MA1957;SPC PA N     -   116,708.796   458,409.973   MT  0.99996367   -1 07 00.8
 MA1957;SPC PA N     -   382,902.11  1,503,966.72   sFT  0.99996367   -1 07 00.8
 MA1957;SPC PA S     -   209,203.077   458,397.945   MT  1.00004620   -1 05 43.3
 MA1957;SPC PA S     -   686,360.43  1,503,927.26   sFT  1.00004620   -1 05 43.3
 MA1957;UTM  17      - 4,562,708.220   630,935.347   MT  0.99981100   +1 01 44.1
 MA1957
 MA1957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1957!SPC PA N     -   0.99993117  x   0.99996367  =   0.99989484
 MA1957!SPC PA S     -   0.99993117  x   1.00004620  =   0.99997736
 MA1957!UTM  17      -   0.99993117  x   0.99981100  =   0.99974218
 MA1957
 MA1957                          SUPERSEDED SURVEY CONTROL
 MA1957
 MA1957  NAD 83(1986)-  41 12 18.59053(N)    079 26 17.88546(W) AD(       ) 2
 MA1957  NAD 27      -  41 12 18.36230(N)    079 26 18.72580(W) AD(       ) 2
 MA1957
 MA1957.Superseded values are not recommended for survey control.
 MA1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1957.See file dsdata.txt to determine how the superseded data were derived.
 MA1957
 MA1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF3093562708(NAD 83)
 MA1957
 MA1957  HISTORY     - Date     Condition        Report By
 MA1957  HISTORY     - 1958     MONUMENTED       USE
 MA1957
 MA1957                          STATION DESCRIPTION
 MA1957
 MA1957'DESCRIBED BY US ENGINEERS 1958
 MA1957'SEE STATION GROCE USE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1840 ***********************************************************************
 KV1840  DESIGNATION -  K 1
 KV1840  PID         -  KV1840
 KV1840  STATE/COUNTY-  PA/MONTGOMERY
 KV1840  USGS QUAD   -  NORRISTOWN (1992)
 KV1840
 KV1840                         *CURRENT SURVEY CONTROL
 KV1840  ___________________________________________________________________
 KV1840* NAD 83(1986)-  40 04 19.     (N)    075 18 29.     (W)     SCALED    
 KV1840* NAVD 88     -        17.424  (meters)      57.17   (feet)  ADJUSTED  
 KV1840  ___________________________________________________________________
 KV1840  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KV1840  DYNAMIC HT  -          17.416 (meters)      57.14  (feet)  COMP
 KV1840  MODELED GRAV-     980,157.8   (mgal)                       NAVD 88
 KV1840
 KV1840  VERT ORDER  -  FIRST     CLASS I
 KV1840
 KV1840.The horizontal coordinates were scaled from a topographic map and have
 KV1840.an estimated accuracy of +/- 6 seconds.
 KV1840
 KV1840.The orthometric height was determined by differential leveling
 KV1840.and adjusted by the National Geodetic Survey in June 1991..
 KV1840
 KV1840.The geoid height was determined by GEOID03.
 KV1840
 KV1840.The dynamic height is computed by dividing the NAVD 88
 KV1840.geopotential number by the normal gravity value computed on the
 KV1840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1840.degrees latitude (g = 980.6199 gals.).
 KV1840
 KV1840.The modeled gravity was interpolated from observed gravity values.
 KV1840
 KV1840;                    North         East    Units  Estimated Accuracy
 KV1840;SPC PA S     -    84,890.      808,280.      MT  (+/- 180 meters Scaled)
 KV1840
 KV1840                          SUPERSEDED SURVEY CONTROL
 KV1840
 KV1840  NGVD 29 (??/??/??)   17.739  (m)           58.20   (f) ADJUSTED    1 1
 KV1840
 KV1840.Superseded values are not recommended for survey control.
 KV1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1840.See file dsdata.txt to determine how the superseded data were derived.
 KV1840
 KV1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK737357(NAD 83)
 KV1840_MARKER: DB = BENCH MARK DISK
 KV1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1840_STAMPING: K 1 1929 58.241
 KV1840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1840+STABILITY: SURFACE MOTION
 KV1840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1840+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2003
 KV1840
 KV1840  HISTORY     - Date     Condition        Report By
 KV1840  HISTORY     - 1929     MONUMENTED       CGS
 KV1840  HISTORY     - 1966     GOOD             CGS
 KV1840  HISTORY     - 1977     GOOD             LOCENG
 KV1840  HISTORY     - 20010123 GOOD             PADT
 KV1840  HISTORY     - 20030723 GOOD             STEWRT
 KV1840
 KV1840                          STATION DESCRIPTION
 KV1840
 KV1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV1840'AT CONSHOHOCKEN.
 KV1840'AT CONSHOHOCKEN, ON THE READING COMPANY RAILROAD, 142 FEET EAST
 KV1840'OF THE EAST FACE OF THE RAILROAD STATION, OR ABOUT 1.2 MILES
 KV1840'WEST ALONG THE READING COMPANY RAILROAD FROM THE STATION AT SPRING
 KV1840'MILL, 70 FEET EAST OF THE EAST SIDE OF THE FAYETT STREET OVERPASS
 KV1840'WHICH IS NUMBERED 13/48, 24 FEET SOUTH OF THE SOUTH RAIL OF THE
 KV1840'SOUTH SET OF TRACKS, 33 FEET WEST OF CATENARY POLE NUMBER 13/11,
 KV1840'5 FEET NORTHWEST OF THE FIRST POWER POLE EAST OF THE OVERPASS
 KV1840'WHICH BEARS A TRANSFORMER, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 KV1840'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 KV1840
 KV1840                          STATION RECOVERY (1977)
 KV1840
 KV1840'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 KV1840'23.8 FT. SOUTH OF THE SOUTH RAIL OF SOUTH TRACK READING CO. RAILROAD
 KV1840'STATION, 98 FT. EAST OF BRIDGE LEADING FROM CONSHOHOCKEN TO WEST
 KV1840'CONSHOHOCKEN.
 KV1840
 KV1840                          STATION RECOVERY (2001)
 KV1840
 KV1840'RECOVERY NOTE BY PA DEPT OF TRANSP 2001
 KV1840'RECOVERED IN GOOD CONDITION.
 KV1840
 KV1840                          STATION RECOVERY (2003)
 KV1840
 KV1840'RECOVERY NOTE BY JAMES STEWART INCORPORATED 2003 (DEN)
 KV1840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0567 ***********************************************************************
 LY0567  DESIGNATION -  K 10
 LY0567  PID         -  LY0567
 LY0567  STATE/COUNTY-  PA/PIKE
 LY0567  USGS QUAD   -  MILFORD (1995)
 LY0567
 LY0567                         *CURRENT SURVEY CONTROL
 LY0567  ___________________________________________________________________
 LY0567* NAD 83(1986)-  41 19 28.     (N)    074 48 03.     (W)     SCALED    
 LY0567* NAVD 88     -       153.090  (meters)     502.26   (feet)  ADJUSTED  
 LY0567  ___________________________________________________________________
 LY0567  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 LY0567  DYNAMIC HT  -         153.027 (meters)     502.06  (feet)  COMP
 LY0567  MODELED GRAV-     980,204.7   (mgal)                       NAVD 88
 LY0567  OBS GRAVITY -     980,207.0   (mgal)                       GRAV_OBS
 LY0567
 LY0567  VERT ORDER  -  FIRST     CLASS II
 LY0567
 LY0567.The horizontal coordinates were scaled from a topographic map and have
 LY0567.an estimated accuracy of +/- 6 seconds.
 LY0567
 LY0567.The orthometric height was determined by differential leveling
 LY0567.and adjusted by the National Geodetic Survey in June 1991..
 LY0567
 LY0567.The geoid height was determined by GEOID03.
 LY0567
 LY0567.The dynamic height is computed by dividing the NAVD 88
 LY0567.geopotential number by the normal gravity value computed on the
 LY0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0567.degrees latitude (g = 980.6199 gals.).
 LY0567
 LY0567.The modeled gravity was interpolated from observed gravity values.
 LY0567.The observed gravity was obtained from relative gravimeter ties
 LY0567.to the IGSN71 gravity network.
 LY0567
 LY0567;                    North         East    Units  Estimated Accuracy
 LY0567;SPC PA N     -   132,780.      846,850.      MT  (+/- 180 meters Scaled)
 LY0567
 LY0567                          SUPERSEDED SURVEY CONTROL
 LY0567
 LY0567  NGVD 29 (??/??/92)  153.267  (m)          502.84   (f) ADJ UNCH    1 2
 LY0567
 LY0567.Superseded values are not recommended for survey control.
 LY0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0567.See file dsdata.txt to determine how the superseded data were derived.
 LY0567
 LY0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL166747(NAD 83)
 LY0567_MARKER: DB = BENCH MARK DISK
 LY0567_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0567_SP_SET: STEP
 LY0567_STAMPING: K 10 1932 502.843
 LY0567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0567_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY0567+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2006
 LY0567
 LY0567  HISTORY     - Date     Condition        Report By
 LY0567  HISTORY     - 1932     MONUMENTED       CGS
 LY0567  HISTORY     - 1956     GOOD             NGS
 LY0567  HISTORY     - 1959     GOOD             NGS
 LY0567  HISTORY     - 1978     GOOD             NGS
 LY0567  HISTORY     - 20060408 GOOD             GEOCAC
 LY0567
 LY0567                          STATION DESCRIPTION
 LY0567
 LY0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LY0567'AT MILFORD.
 LY0567'AT MILFORD, AT THE COUNTY COURTHOUSE, ON TOP OF THE SOUTHWEST
 LY0567'END OF THE TOP CONCRETE STEP AT THE SOUTHEAST ENTRANCE TO THE
 LY0567'BUILDING AND 2.4 FEET SOUTHWEST OF THE CENTER OF ENTRANCE.
 LY0567
 LY0567                          STATION RECOVERY (1959)
 LY0567
 LY0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LY0567'RECOVERED IN GOOD CONDITION.
 LY0567
 LY0567                          STATION RECOVERY (1978)
 LY0567
 LY0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LY0567'RECOVERED IN GOOD CONDITION.
 LY0567
 LY0567                          STATION RECOVERY (2006)
 LY0567
 LY0567'RECOVERY NOTE BY GEOCACHING 2006 (PR)
 LY0567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0433 ***********************************************************************
 JW0433  DESIGNATION -  K 100
 JW0433  PID         -  JW0433
 JW0433  STATE/COUNTY-  PA/BEDFORD
 JW0433  USGS QUAD   -  HYNDMAN (1977)
 JW0433
 JW0433                         *CURRENT SURVEY CONTROL
 JW0433  ___________________________________________________________________
 JW0433* NAD 83(1986)-  39 48 33.     (N)    078 43 10.     (W)     SCALED    
 JW0433* NAVD 88     -       275.435  (meters)     903.66   (feet)  ADJUSTED  
 JW0433  ___________________________________________________________________
 JW0433  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 JW0433  DYNAMIC HT  -         275.269 (meters)     903.11  (feet)  COMP
 JW0433  MODELED GRAV-     980,019.3   (mgal)                       NAVD 88
 JW0433
 JW0433  VERT ORDER  -  FIRST     CLASS II
 JW0433
 JW0433.The horizontal coordinates were scaled from a topographic map and have
 JW0433.an estimated accuracy of +/- 6 seconds.
 JW0433
 JW0433.The orthometric height was determined by differential leveling
 JW0433.and adjusted by the National Geodetic Survey in June 1991..
 JW0433.WARNING-Repeat measurements at this control monument indicate possible
 JW0433.vertical movement.
 JW0433
 JW0433.The geoid height was determined by GEOID03.
 JW0433
 JW0433.The dynamic height is computed by dividing the NAVD 88
 JW0433.geopotential number by the normal gravity value computed on the
 JW0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0433.degrees latitude (g = 980.6199 gals.).
 JW0433
 JW0433.The modeled gravity was interpolated from observed gravity values.
 JW0433
 JW0433;                    North         East    Units  Estimated Accuracy
 JW0433;SPC PA S     -    53,290.      516,990.      MT  (+/- 180 meters Scaled)
 JW0433
 JW0433                          SUPERSEDED SURVEY CONTROL
 JW0433
 JW0433  NGVD 29 (??/??/92)  275.608  (m)          904.22   (f) ADJ UNCH    1 2
 JW0433
 JW0433.Superseded values are not recommended for survey control.
 JW0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0433.See file dsdata.txt to determine how the superseded data were derived.
 JW0433
 JW0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE952090(NAD 83)
 JW0433_MARKER: DB = BENCH MARK DISK
 JW0433_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0433_SP_SET: BRIDGE
 JW0433_STAMPING: K 100 1935
 JW0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0433
 JW0433  HISTORY     - Date     Condition        Report By
 JW0433  HISTORY     - 1935     MONUMENTED       CGS
 JW0433  HISTORY     - 1941     GOOD             NGS
 JW0433
 JW0433                          STATION DESCRIPTION
 JW0433
 JW0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JW0433'0.7 MI S FROM HYNDMAN.
 JW0433'0.7 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0433'PENNSYLVANIA RAILROAD STATION AT HYNDMAN, BEDFORD COUNTY, AT A
 JW0433'BRIDGE OVER WILLS CREEK, IN THE TOP OF THE EAST END OF THE SOUTH
 JW0433'ABUTMENT, 4.8 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, AND
 JW0433'1.5 FEET SOUTH OF THE SOUTH END OF THE EAST GIRDER.  A STANDARD
 JW0433'DISK, STAMPED K 100 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1989 ***********************************************************************
 JV1989  DESIGNATION -  K 101
 JV1989  PID         -  JV1989
 JV1989  STATE/COUNTY-  PA/ADAMS
 JV1989  USGS QUAD   -  IRON SPRINGS (1990)
 JV1989
 JV1989                         *CURRENT SURVEY CONTROL
 JV1989  ___________________________________________________________________
 JV1989* NAD 83(1986)-  39 45 15.     (N)    077 24 09.     (W)     SCALED    
 JV1989* NAVD 88     -       294.991  (meters)     967.82   (feet)  ADJUSTED  
 JV1989  ___________________________________________________________________
 JV1989  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 JV1989  DYNAMIC HT  -         294.829 (meters)     967.28  (feet)  COMP
 JV1989  MODELED GRAV-     980,067.4   (mgal)                       NAVD 88
 JV1989
 JV1989  VERT ORDER  -  SECOND    CLASS 0
 JV1989
 JV1989.The horizontal coordinates were scaled from a topographic map and have
 JV1989.an estimated accuracy of +/- 6 seconds.
 JV1989
 JV1989.The orthometric height was determined by differential leveling
 JV1989.and adjusted by the National Geodetic Survey in June 1991..
 JV1989
 JV1989.The geoid height was determined by GEOID03.
 JV1989
 JV1989.The dynamic height is computed by dividing the NAVD 88
 JV1989.geopotential number by the normal gravity value computed on the
 JV1989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1989.degrees latitude (g = 980.6199 gals.).
 JV1989
 JV1989.The modeled gravity was interpolated from observed gravity values.
 JV1989
 JV1989;                    North         East    Units  Estimated Accuracy
 JV1989;SPC PA S     -    46,790.      629,780.      MT  (+/- 180 meters Scaled)
 JV1989
 JV1989                          SUPERSEDED SURVEY CONTROL
 JV1989
 JV1989  NGVD 29 (??/??/??)  295.170  (m)          968.40   (f) ADJUSTED    2 0
 JV1989
 JV1989.Superseded values are not recommended for survey control.
 JV1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1989.See file dsdata.txt to determine how the superseded data were derived.
 JV1989
 JV1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK941032(NAD 83)
 JV1989_MARKER: DB = BENCH MARK DISK
 JV1989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1989_STAMPING: K 101 1935
 JV1989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1989+STABILITY: SURFACE MOTION
 JV1989
 JV1989  HISTORY     - Date     Condition        Report By
 JV1989  HISTORY     - 1935     MONUMENTED       CGS
 JV1989  HISTORY     - 1953     MARK NOT FOUND   USGS
 JV1989  HISTORY     - 19900424 MARK NOT FOUND   USGS
 JV1989
 JV1989                          STATION DESCRIPTION
 JV1989
 JV1989'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1989'6.4 MI NE FROM HIGHFIELD.
 JV1989'IN ADAMS COUNTY, PENNSYLVANIA, ABOUT 6.4 MILES NORTHEAST ALONG
 JV1989'THE WESTERN MARYLAND RAILWAY FROM THE STATION AT HIGHFIELD,
 JV1989'WASHINGTON COUNTY, MARYLAND, ABOUT 393 FEET NORTH OF THE
 JV1989'STATION AT JACKS MOUNTAIN, ABOUT 288 FEET NORTH OF MILEPOST 87,
 JV1989'AT A ROAD CROSSING, ABOUT 51 FEET SOUTH OF THE CENTER LINE OF
 JV1989'THE ROAD, AND 21 FEET WEST OF THE CENTER LINE OF THE TRACK.  A
 JV1989'STANDARD DISK, STAMPED K 101 1935 AND SET IN THE TOP OF A CONCRETE
 JV1989'POST.
 JV1989
 JV1989                          STATION RECOVERY (1953)
 JV1989
 JV1989'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 JV1989'MARK NOT FOUND.
 JV1989
 JV1989                          STATION RECOVERY (1990)
 JV1989
 JV1989'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (BJS)
 JV1989'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1599 ***********************************************************************
 JV1599  DESIGNATION -  K 102
 JV1599  PID         -  JV1599
 JV1599  STATE/COUNTY-  PA/YORK
 JV1599  USGS QUAD   -  WEST YORK (1973)
 JV1599
 JV1599                         *CURRENT SURVEY CONTROL
 JV1599  ___________________________________________________________________
 JV1599* NAD 83(1986)-  39 56 24.     (N)    076 46 27.     (W)     SCALED    
 JV1599* NAVD 88     -       125.529  (meters)     411.84   (feet)  ADJUSTED  
 JV1599  ___________________________________________________________________
 JV1599  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JV1599  DYNAMIC HT  -         125.465 (meters)     411.63  (feet)  COMP
 JV1599  MODELED GRAV-     980,113.6   (mgal)                       NAVD 88
 JV1599
 JV1599  VERT ORDER  -  SECOND    CLASS 0
 JV1599
 JV1599.The horizontal coordinates were scaled from a topographic map and have
 JV1599.an estimated accuracy of +/- 6 seconds.
 JV1599
 JV1599.The orthometric height was determined by differential leveling
 JV1599.and adjusted by the National Geodetic Survey in June 1991..
 JV1599
 JV1599.The geoid height was determined by GEOID03.
 JV1599
 JV1599.The dynamic height is computed by dividing the NAVD 88
 JV1599.geopotential number by the normal gravity value computed on the
 JV1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1599.degrees latitude (g = 980.6199 gals.).
 JV1599
 JV1599.The modeled gravity was interpolated from observed gravity values.
 JV1599
 JV1599;                    North         East    Units  Estimated Accuracy
 JV1599;SPC PA S     -    67,820.      683,400.      MT  (+/- 180 meters Scaled)
 JV1599
 JV1599                          SUPERSEDED SURVEY CONTROL
 JV1599
 JV1599  NGVD 29 (??/??/??)  125.776  (m)          412.65   (f) ADJUSTED    2 0
 JV1599
 JV1599.Superseded values are not recommended for survey control.
 JV1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1599.See file dsdata.txt to determine how the superseded data were derived.
 JV1599
 JV1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK484226(NAD 83)
 JV1599_MARKER: DB = BENCH MARK DISK
 JV1599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1599_STAMPING: K-102 1935
 JV1599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1599+STABILITY: SURFACE MOTION
 JV1599
 JV1599  HISTORY     - Date     Condition        Report By
 JV1599  HISTORY     - 1935     MONUMENTED       CGS
 JV1599  HISTORY     - 1974     GOOD
 JV1599
 JV1599                          STATION DESCRIPTION
 JV1599
 JV1599'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1599'3.1 MI SW FROM YORK.
 JV1599'1500 FEET WEST OF MILE POST 16, 975 FEET WEST OF COUNTRY CROSS
 JV1599'ROAD.  33 FEET NORTH OF CENTERLINE OF PENNSYLVANIA RAILROAD TRACK.
 JV1599
 JV1599                          STATION RECOVERY (1974)
 JV1599
 JV1599'RECOVERED 1974
 JV1599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1600 ***********************************************************************
 JV1600  DESIGNATION -  K 102 RESET 1945
 JV1600  PID         -  JV1600
 JV1600  STATE/COUNTY-  PA/YORK
 JV1600  USGS QUAD   -  WEST YORK (1973)
 JV1600
 JV1600                         *CURRENT SURVEY CONTROL
 JV1600  ___________________________________________________________________
 JV1600* NAD 83(1986)-  39 56 24.     (N)    076 46 27.     (W)     SCALED    
 JV1600* NAVD 88     -       125.83   (+/-2cm)     412.8    (feet)  VERTCON   
 JV1600  ___________________________________________________________________
 JV1600  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 JV1600
 JV1600  VERT ORDER  -  THIRD (See Below)
 JV1600
 JV1600.The horizontal coordinates were scaled from a topographic map and have
 JV1600.an estimated accuracy of +/- 6 seconds.
 JV1600
 JV1600.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV1600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV1600.The vertical order pertains to the NGVD 29 superseded value.
 JV1600
 JV1600.The geoid height was determined by GEOID03.
 JV1600
 JV1600;                    North         East    Units  Estimated Accuracy
 JV1600;SPC PA S     -    67,820.      683,400.      MT  (+/- 180 meters Scaled)
 JV1600
 JV1600                          SUPERSEDED SURVEY CONTROL
 JV1600
 JV1600  NGVD 29 (??/??/??)  126.08   (m)          413.6    (f) RESET       3  
 JV1600
 JV1600.Superseded values are not recommended for survey control.
 JV1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1600.See file dsdata.txt to determine how the superseded data were derived.
 JV1600
 JV1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK484226(NAD 83)
 JV1600_MARKER: DB = BENCH MARK DISK
 JV1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1600_STAMPING: K 102 RESET 1945
 JV1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1600+STABILITY: SURFACE MOTION
 JV1600
 JV1600  HISTORY     - Date     Condition        Report By
 JV1600  HISTORY     - 1945     MONUMENTED       WHITE
 JV1600  HISTORY     - 1973     GOOD             MME
 JV1600
 JV1600                          STATION DESCRIPTION
 JV1600
 JV1600'DESCRIBED BY WHITE PIGMENT COMPANY 1945
 JV1600'3.1 MI SW FROM YORK.
 JV1600'3.1 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JV1600'STATION AT YORK, YORK COUNTY, ABOUT 1,500 FEET WEST OF MILEPOST
 JV1600'16, 975 FEET WEST OF A ROAD CROSSING, NEAR THE WHITE PIGMENT
 JV1600'CORPORATION PLANT, 63 FEET NORTH OF THE CENTER LINE OF THE MAIN
 JV1600'TRACK, AND NEAR A PIECE OF RAILROAD RAIL PROJECTING ABOUT 3
 JV1600'FEET ABOVE GROUND.  A STANDARD DISK, STAMPED K 102 RESET 1945
 JV1600'AND SET IN THE TOP OF A CONCRETE POST.
 JV1600
 JV1600                          STATION RECOVERY (1973)
 JV1600
 JV1600'RECOVERY NOTE BY MYERS-MACOMBER ENGINEERS 1973
 JV1600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1578 ***********************************************************************
 JU1578  DESIGNATION -  K 105
 JU1578  PID         -  JU1578
 JU1578  STATE/COUNTY-  PA/CHESTER
 JU1578  USGS QUAD   -  PARKESBURG (1992)
 JU1578
 JU1578                         *CURRENT SURVEY CONTROL
 JU1578  ___________________________________________________________________
 JU1578* NAD 83(1986)-  39 53 30.     (N)    075 55 17.     (W)     SCALED    
 JU1578* NAVD 88     -       176.482  (meters)     579.01   (feet)  ADJUSTED  
 JU1578  ___________________________________________________________________
 JU1578  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 JU1578  DYNAMIC HT  -         176.392 (meters)     578.71  (feet)  COMP
 JU1578  MODELED GRAV-     980,114.2   (mgal)                       NAVD 88
 JU1578
 JU1578  VERT ORDER  -  SECOND    CLASS 0
 JU1578
 JU1578.The horizontal coordinates were scaled from a topographic map and have
 JU1578.an estimated accuracy of +/- 6 seconds.
 JU1578
 JU1578.The orthometric height was determined by differential leveling
 JU1578.and adjusted by the National Geodetic Survey in June 1991..
 JU1578
 JU1578.The geoid height was determined by GEOID03.
 JU1578
 JU1578.The dynamic height is computed by dividing the NAVD 88
 JU1578.geopotential number by the normal gravity value computed on the
 JU1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1578.degrees latitude (g = 980.6199 gals.).
 JU1578
 JU1578.The modeled gravity was interpolated from observed gravity values.
 JU1578
 JU1578;                    North         East    Units  Estimated Accuracy
 JU1578;SPC PA S     -    63,610.      756,390.      MT  (+/- 180 meters Scaled)
 JU1578
 JU1578                          SUPERSEDED SURVEY CONTROL
 JU1578
 JU1578  NGVD 29 (??/??/??)  176.766  (m)          579.94   (f) ADJUSTED    2 0
 JU1578
 JU1578.Superseded values are not recommended for survey control.
 JU1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1578.See file dsdata.txt to determine how the superseded data were derived.
 JU1578
 JU1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK212161(NAD 83)
 JU1578_MARKER: DB = BENCH MARK DISK
 JU1578_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1578_SP_SET: BOX DRAIN
 JU1578_STAMPING: K 105 1935
 JU1578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1578
 JU1578  HISTORY     - Date     Condition        Report By
 JU1578  HISTORY     - 1935     MONUMENTED       CGS
 JU1578  HISTORY     - 20050905 MARK NOT FOUND   GEOCAC
 JU1578
 JU1578                          STATION DESCRIPTION
 JU1578
 JU1578'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU1578'AT COCHRANVILLE.
 JU1578'AT JUNCTION OF STATE HIGHWAYS 42 AND 41.  12 FEET SOUTH OF
 JU1578'STATE HIGHWAY 42, 34 FEET EAST OF HIGHWAY 41 IN TOP OF CONCRETE
 JU1578'BOX DRAIN.
 JU1578
 JU1578                          STATION RECOVERY (2005)
 JU1578
 JU1578'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 JU1578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1580 ***********************************************************************
 JU1580  DESIGNATION -  K 105 RESET 1970
 JU1580  PID         -  JU1580
 JU1580  STATE/COUNTY-  PA/CHESTER
 JU1580  USGS QUAD   -  PARKESBURG (1992)
 JU1580
 JU1580                         *CURRENT SURVEY CONTROL
 JU1580  ___________________________________________________________________
 JU1580* NAD 83(1986)-  39 53 30.     (N)    075 55 17.     (W)     SCALED    
 JU1580* NAVD 88     -       178.57   (+/-2cm)     585.9    (feet)  VERTCON   
 JU1580  ___________________________________________________________________
 JU1580  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 JU1580
 JU1580  VERT ORDER  -  THIRD (See Below)
 JU1580
 JU1580.The horizontal coordinates were scaled from a topographic map and have
 JU1580.an estimated accuracy of +/- 6 seconds.
 JU1580
 JU1580.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU1580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU1580.The vertical order pertains to the NGVD 29 superseded value.
 JU1580
 JU1580.The geoid height was determined by GEOID03.
 JU1580
 JU1580;                    North         East    Units  Estimated Accuracy
 JU1580;SPC PA S     -    63,610.      756,390.      MT  (+/- 180 meters Scaled)
 JU1580
 JU1580                          SUPERSEDED SURVEY CONTROL
 JU1580
 JU1580  NGVD 29 (??/??/??)  178.86   (m)          586.8    (f) RESET       3  
 JU1580
 JU1580.Superseded values are not recommended for survey control.
 JU1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1580.See file dsdata.txt to determine how the superseded data were derived.
 JU1580
 JU1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK212161(NAD 83)
 JU1580_MARKER: DB = BENCH MARK DISK
 JU1580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1580_SP_SET: CONC MONUMENT
 JU1580_STAMPING: K 105 RESET 1970
 JU1580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1580_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1580+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2005
 JU1580
 JU1580  HISTORY     - Date     Condition        Report By
 JU1580  HISTORY     - 1970     MONUMENTED       NGS
 JU1580  HISTORY     - 20050905 GOOD             GEOCAC
 JU1580
 JU1580                          STATION DESCRIPTION
 JU1580
 JU1580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JU1580'AT COCHRANVILLE.
 JU1580'AT COCHRANVILLE, ABOUT 300 FEET EAST OF THE POST OFFICE, 116
 JU1580'FEET SOUTH OF STATE HIGHWAY 10, 33 FEET SOUTH OF THE NORTHWEST
 JU1580'CORNER OF MILLERS STORE, 30 FEET EAST OF THE APPROXIMATE CENTERLINE
 JU1580'OF PAVED STREET AND 1 FOOT WEST OF WEST SIDE OF STORE.  A
 JU1580'STANDARD DISK SET FLUSH IN THE TOP OF A CONCRETE MONUMENT ABOUT
 JU1580'10 INCHES IN DIAMETER AND PROJECTING ABOUT 2 INCHES.
 JU1580
 JU1580                          STATION RECOVERY (2005)
 JU1580
 JU1580'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 JU1580'MARK IS FLUSH WITH PAVED PARKING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2503 ***********************************************************************
 KV2503  DESIGNATION -  K 106
 KV2503  PID         -  KV2503
 KV2503  STATE/COUNTY-  PA/CHESTER
 KV2503  USGS QUAD   -  MALVERN (1983)
 KV2503
 KV2503                         *CURRENT SURVEY CONTROL
 KV2503  ___________________________________________________________________
 KV2503* NAD 83(1986)-  40 01 48.     (N)    075 35 09.     (W)     SCALED    
 KV2503* NAVD 88     -       131.337  (meters)     430.89   (feet)  ADJUSTED  
 KV2503  ___________________________________________________________________
 KV2503  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KV2503  DYNAMIC HT  -         131.273 (meters)     430.68  (feet)  COMP
 KV2503  MODELED GRAV-     980,136.2   (mgal)                       NAVD 88
 KV2503
 KV2503  VERT ORDER  -  SECOND    CLASS 0
 KV2503
 KV2503.The horizontal coordinates were scaled from a topographic map and have
 KV2503.an estimated accuracy of +/- 6 seconds.
 KV2503
 KV2503.The orthometric height was determined by differential leveling
 KV2503.and adjusted by the National Geodetic Survey in June 1991..
 KV2503
 KV2503.The geoid height was determined by GEOID03.
 KV2503
 KV2503.The dynamic height is computed by dividing the NAVD 88
 KV2503.geopotential number by the normal gravity value computed on the
 KV2503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2503.degrees latitude (g = 980.6199 gals.).
 KV2503
 KV2503.The modeled gravity was interpolated from observed gravity values.
 KV2503
 KV2503;                    North         East    Units  Estimated Accuracy
 KV2503;SPC PA S     -    79,620.      784,710.      MT  (+/- 180 meters Scaled)
 KV2503
 KV2503                          SUPERSEDED SURVEY CONTROL
 KV2503
 KV2503  NGVD 29 (??/??/??)  131.654  (m)          431.93   (f) ADJUSTED    2 0
 KV2503
 KV2503.Superseded values are not recommended for survey control.
 KV2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2503.See file dsdata.txt to determine how the superseded data were derived.
 KV2503
 KV2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK500312(NAD 83)
 KV2503_MARKER: DB = BENCH MARK DISK
 KV2503_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2503_SP_SET: BRIDGE
 KV2503_STAMPING: K 106 1935
 KV2503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2503
 KV2503  HISTORY     - Date     Condition        Report By
 KV2503  HISTORY     - 1935     MONUMENTED       CGS
 KV2503  HISTORY     - 19971122 MARK NOT FOUND   USPSQD
 KV2503  HISTORY     - 19991001 GOOD             PADT
 KV2503
 KV2503                          STATION DESCRIPTION
 KV2503
 KV2503'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV2503'1.7 MI SW FROM FRAZER.
 KV2503'1.7 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV2503'STATION AT FRAZER, CHESTER COUNTY, AT THE GLEN LOCH STATION, AT
 KV2503'BRIDGE 24.74 FOR A LOW-GRADE FREIGHT LINE, IN THE TOP OF THE
 KV2503'SOUTHWEST CORNER OF THE COPING STONE, AND 5 FEET FROM THE
 KV2503'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED K 106 1935.
 KV2503
 KV2503                          STATION RECOVERY (1997)
 KV2503
 KV2503'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV2503'MARK NOT FOUND.
 KV2503
 KV2503                          STATION RECOVERY (1999)
 KV2503
 KV2503'RECOVERY NOTE BY PA DEPT OF TRANSP 1999
 KV2503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1803 ***********************************************************************
 KV1803  DESIGNATION -  K 107
 KV1803  PID         -  KV1803
 KV1803  STATE/COUNTY-  PA/NORTHAMPTON
 KV1803  USGS QUAD   -  HELLERTOWN (1992)
 KV1803
 KV1803                         *CURRENT SURVEY CONTROL
 KV1803  ___________________________________________________________________
 KV1803* NAD 83(1986)-  40 34 54.     (N)    075 20 37.     (W)     SCALED    
 KV1803* NAVD 88     -        84.120  (meters)     275.98   (feet)  ADJUSTED  
 KV1803  ___________________________________________________________________
 KV1803  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 KV1803  DYNAMIC HT  -          84.080 (meters)     275.85  (feet)  COMP
 KV1803  MODELED GRAV-     980,139.9   (mgal)                       NAVD 88
 KV1803
 KV1803  VERT ORDER  -  SECOND    CLASS 0
 KV1803
 KV1803.The horizontal coordinates were scaled from a topographic map and have
 KV1803.an estimated accuracy of +/- 6 seconds.
 KV1803
 KV1803.The orthometric height was determined by differential leveling
 KV1803.and adjusted by the National Geodetic Survey in June 1991..
 KV1803
 KV1803.The geoid height was determined by GEOID03.
 KV1803
 KV1803.The dynamic height is computed by dividing the NAVD 88
 KV1803.geopotential number by the normal gravity value computed on the
 KV1803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1803.degrees latitude (g = 980.6199 gals.).
 KV1803
 KV1803.The modeled gravity was interpolated from observed gravity values.
 KV1803
 KV1803;                    North         East    Units  Estimated Accuracy
 KV1803;SPC PA S     -   141,390.      803,700.      MT  (+/- 180 meters Scaled)
 KV1803
 KV1803                          SUPERSEDED SURVEY CONTROL
 KV1803
 KV1803  NGVD 29 (??/??/??)   84.352  (m)          276.74   (f) ADJUSTED    2 0
 KV1803
 KV1803.Superseded values are not recommended for survey control.
 KV1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1803.See file dsdata.txt to determine how the superseded data were derived.
 KV1803
 KV1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK709923(NAD 83)
 KV1803_MARKER: DB = BENCH MARK DISK
 KV1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1803_STAMPING: K 107 1935
 KV1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1803+STABILITY: SURFACE MOTION
 KV1803
 KV1803  HISTORY     - Date     Condition        Report By
 KV1803  HISTORY     - 1935     MONUMENTED       CGS
 KV1803  HISTORY     - 1942     GOOD             CGS
 KV1803  HISTORY     - 1963     MARK NOT FOUND   CGS
 KV1803  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KV1803  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 KV1803
 KV1803                          STATION DESCRIPTION
 KV1803
 KV1803'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1803'AT HELLERTOWN.
 KV1803'AT HELLERTOWN, 62 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 KV1803'READING CO. RAILWAY STATION, 25.2 FEET EAST OF THE EAST RAIL OF
 KV1803'THE EAST MAIN TRACK, 7 FEET SOUTHEAST OF A TELEPHONE POLE, AND
 KV1803'1 FOOT NORTH OF A STANDARD REFERENCE POST.  A STANDARD DISK, SET
 KV1803'IN THE TOP OF A CONCRETE POST, FOUND TO BE STAMPED K 107 BM 1935.
 KV1803'DEC. 1959 REPORT - MARK IS 10 FEET 8 INCHES EAST OF POWER POLE.
 KV1803'TELEPHONE POLE MENTIONED ABOVE HAS BEEN REMOVED.
 KV1803
 KV1803                          STATION RECOVERY (1963)
 KV1803
 KV1803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 KV1803'MARK NOT FOUND.
 KV1803
 KV1803                          STATION RECOVERY (2001)
 KV1803
 KV1803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV1803'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS
 KV1803
 KV1803                          STATION RECOVERY (2002)
 KV1803
 KV1803'RECOVERY NOTE BY US POWER SQUADRON 2002 (EMG)
 KV1803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2003 ***********************************************************************
 KV2003  DESIGNATION -  K 108
 KV2003  PID         -  KV2003
 KV2003  STATE/COUNTY-  PA/BUCKS
 KV2003  USGS QUAD   -  MILFORD SQUARE (1992)
 KV2003
 KV2003                         *CURRENT SURVEY CONTROL
 KV2003  ___________________________________________________________________
 KV2003* NAD 83(1986)-  40 25 02.     (N)    075 27 57.     (W)     SCALED    
 KV2003* NAVD 88     -       165.351  (meters)     542.49   (feet)  ADJUSTED  
 KV2003  ___________________________________________________________________
 KV2003  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 KV2003  DYNAMIC HT  -         165.267 (meters)     542.21  (feet)  COMP
 KV2003  MODELED GRAV-     980,114.3   (mgal)                       NAVD 88
 KV2003
 KV2003  VERT ORDER  -  SECOND    CLASS 0
 KV2003
 KV2003.The horizontal coordinates were scaled from a topographic map and have
 KV2003.an estimated accuracy of +/- 6 seconds.
 KV2003
 KV2003.The orthometric height was determined by differential leveling
 KV2003.and adjusted by the National Geodetic Survey in June 1991..
 KV2003
 KV2003.The geoid height was determined by GEOID03.
 KV2003
 KV2003.The dynamic height is computed by dividing the NAVD 88
 KV2003.geopotential number by the normal gravity value computed on the
 KV2003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2003.degrees latitude (g = 980.6199 gals.).
 KV2003
 KV2003.The modeled gravity was interpolated from observed gravity values.
 KV2003
 KV2003;                    North         East    Units  Estimated Accuracy
 KV2003;SPC PA S     -   122,860.      793,830.      MT  (+/- 180 meters Scaled)
 KV2003
 KV2003                          SUPERSEDED SURVEY CONTROL
 KV2003
 KV2003  NGVD 29 (??/??/??)  165.618  (m)          543.37   (f) ADJUSTED    2 0
 KV2003
 KV2003.Superseded values are not recommended for survey control.
 KV2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2003.See file dsdata.txt to determine how the superseded data were derived.
 KV2003
 KV2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK604741(NAD 83)
 KV2003_MARKER: DB = BENCH MARK DISK
 KV2003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2003_SP_SET: BRIDGE WALL
 KV2003_STAMPING: K 108 1935
 KV2003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2003
 KV2003  HISTORY     - Date     Condition        Report By
 KV2003  HISTORY     - 1935     MONUMENTED       CGS
 KV2003  HISTORY     - 1944     GOOD             CGS
 KV2003  HISTORY     - 20030102 MARK NOT FOUND   USPSQD
 KV2003
 KV2003                          STATION DESCRIPTION
 KV2003
 KV2003'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KV2003'2.4 MI NE FROM PENNSBURG.
 KV2003'2.35 MILES NE ALONG STATE HIGHWAY 663 FROM ITS JUNCTION WITH
 KV2003'HIGHWAY 29 AT PENNSBURG, 2.25 MILES SW ALONG SAME HIGHWAY FROM
 KV2003'MAIN CROSS ROADS AT SPINNERSTOWN, 0.2 MILE EAST OF A TRANSMISSION
 KV2003'LINE CROSSING, 16 FT. SOUTH OF CL OF HIGHWAY, ON TOP OF SE
 KV2003'CONCRETE WINGWALL TO CREEK BRIDGE, 1.5 FT. FROM END OF WALL,
 KV2003'A STANDARD DISK STAMPED K 108 1935.
 KV2003
 KV2003                          STATION RECOVERY (2003)
 KV2003
 KV2003'RECOVERY NOTE BY US POWER SQUADRON 2003 (NCS)
 KV2003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0561 ***********************************************************************
 KY0561  DESIGNATION -  K 109
 KY0561  PID         -  KY0561
 KY0561  STATE/COUNTY-  PA/WASHINGTON
 KY0561  USGS QUAD   -  MIDWAY (1977)
 KY0561
 KY0561                         *CURRENT SURVEY CONTROL
 KY0561  ___________________________________________________________________
 KY0561* NAD 83(1986)-  40 17 53.     (N)    080 19 48.     (W)     SCALED    
 KY0561* NAVD 88     -       368.200  (meters)    1208.00   (feet)  ADJUSTED  
 KY0561  ___________________________________________________________________
 KY0561  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KY0561  DYNAMIC HT  -         367.994 (meters)    1207.33  (feet)  COMP
 KY0561  MODELED GRAV-     980,056.9   (mgal)                       NAVD 88
 KY0561
 KY0561  VERT ORDER  -  SECOND    CLASS 0
 KY0561
 KY0561.The horizontal coordinates were scaled from a topographic map and have
 KY0561.an estimated accuracy of +/- 6 seconds.
 KY0561
 KY0561.The orthometric height was determined by differential leveling
 KY0561.and adjusted by the National Geodetic Survey in June 1991..
 KY0561
 KY0561.The geoid height was determined by GEOID03.
 KY0561
 KY0561.The dynamic height is computed by dividing the NAVD 88
 KY0561.geopotential number by the normal gravity value computed on the
 KY0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0561.degrees latitude (g = 980.6199 gals.).
 KY0561
 KY0561.The modeled gravity was interpolated from observed gravity values.
 KY0561
 KY0561;                    North         East    Units  Estimated Accuracy
 KY0561;SPC PA S     -   110,320.      380,680.      MT  (+/- 180 meters Scaled)
 KY0561
 KY0561                          SUPERSEDED SURVEY CONTROL
 KY0561
 KY0561  NGVD 29 (??/??/92)  368.336  (m)         1208.45   (f) ADJ UNCH    2 0
 KY0561
 KY0561.Superseded values are not recommended for survey control.
 KY0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0561.See file dsdata.txt to determine how the superseded data were derived.
 KY0561
 KY0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE569610(NAD 83)
 KY0561_MARKER: DB = BENCH MARK DISK
 KY0561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0561_SP_SET: CATCH BASIN
 KY0561_STAMPING: K 109 1957
 KY0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0561
 KY0561  HISTORY     - Date     Condition        Report By
 KY0561  HISTORY     - 1957     MONUMENTED       CGS
 KY0561
 KY0561                          STATION DESCRIPTION
 KY0561
 KY0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0561'1.2 MI NW FROM HICKORY.
 KY0561'ABOUT 0.9 MILE WEST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 KY0561'AND BANK BUILDING AT HICKORY, THENCE ABOUT 0.25 MILE
 KY0561'NORTHWEST ALONG STATE HIGHWAY 18, ABOUT 95 YARDS SOUTHEAST OF
 KY0561'BOTTOM OF GRADES AND A CULVERT FOR A CREEK BRANCH, IN THE TOP
 KY0561'OF NORTHWEST END OF BACK WALL OF A 2 1/2 FOOT CONCRETE CATCH
 KY0561'BASIN FOR A 12-INCH PIPE CULVERT, 20 FEET NORTHEAST OF CENTER
 KY0561'LINE OF HIGHWAY AND ABOUT 1 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1430 ***********************************************************************
 KV1430  DESIGNATION -  K 11
 KV1430  PID         -  KV1430
 KV1430  STATE/COUNTY-  PA/NORTHAMPTON
 KV1430  USGS QUAD   -  PORTLAND (1997)
 KV1430
 KV1430                         *CURRENT SURVEY CONTROL
 KV1430  ___________________________________________________________________
 KV1430* NAD 83(1986)-  40 54 25.     (N)    075 07 01.     (W)     SCALED    
 KV1430* NAVD 88     -       128.867  (meters)     422.79   (feet)  ADJUSTED  
 KV1430  ___________________________________________________________________
 KV1430  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KV1430  DYNAMIC HT  -         128.809 (meters)     422.60  (feet)  COMP
 KV1430  MODELED GRAV-     980,169.5   (mgal)                       NAVD 88
 KV1430
 KV1430  VERT ORDER  -  FIRST     CLASS II
 KV1430
 KV1430.The horizontal coordinates were scaled from a topographic map and have
 KV1430.an estimated accuracy of +/- 6 seconds.
 KV1430
 KV1430.The orthometric height was determined by differential leveling
 KV1430.and adjusted by the National Geodetic Survey in June 1991..
 KV1430
 KV1430.The geoid height was determined by GEOID03.
 KV1430
 KV1430.The dynamic height is computed by dividing the NAVD 88
 KV1430.geopotential number by the normal gravity value computed on the
 KV1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1430.degrees latitude (g = 980.6199 gals.).
 KV1430
 KV1430.The modeled gravity was interpolated from observed gravity values.
 KV1430
 KV1430;                    North         East    Units  Estimated Accuracy
 KV1430;SPC PA S     -   178,040.      821,810.      MT  (+/- 180 meters Scaled)
 KV1430
 KV1430                          SUPERSEDED SURVEY CONTROL
 KV1430
 KV1430  NGVD 29 (??/??/??)  129.054  (m)          423.40   (f) ADJUSTED    1 2
 KV1430
 KV1430.Superseded values are not recommended for survey control.
 KV1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1430.See file dsdata.txt to determine how the superseded data were derived.
 KV1430
 KV1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL901284(NAD 83)
 KV1430_MARKER: DB = BENCH MARK DISK
 KV1430_SETTING: 80 = SET IN A BOULDER
 KV1430_SP_SET: BOULDER
 KV1430_STAMPING: 423.405 K 11 1932
 KV1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1430+STABILITY: SURFACE MOTION
 KV1430
 KV1430  HISTORY     - Date     Condition        Report By
 KV1430  HISTORY     - 1932     MONUMENTED       CGS
 KV1430  HISTORY     - 1960     GOOD             CGS
 KV1430  HISTORY     - 19940925 GOOD             USPSQD
 KV1430
 KV1430                          STATION DESCRIPTION
 KV1430
 KV1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1430'AT MOUNT BETHEL.
 KV1430'AT MOUNT BETHEL, NORTHAMPTON COUNTY, ON THE DELAWARE LACKAWANNA
 KV1430'AND WESTERN RAILROAD, 8 RAILS WEST OF THE STATION, 4-1/4 RAILS
 KV1430'WEST OF MILEPOST 84, 18 FEET NORTH OF THE NORTH RAIL, IN THE TOP
 KV1430'OF A LARGE BOULDER, AND ABOUT 4 FEET LOWER THAN THE TOP OF THE
 KV1430'RAILS.  A STANDARD DISK, STAMPED 423.405 K 11 1932.
 KV1430
 KV1430                          STATION RECOVERY (1960)
 KV1430
 KV1430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KV1430'RECOVERED IN GOOD CONDITION.
 KV1430
 KV1430                          STATION RECOVERY (1994)
 KV1430
 KV1430'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0483 ***********************************************************************
 KY0483  DESIGNATION -  K 110
 KY0483  PID         -  KY0483
 KY0483  STATE/COUNTY-  PA/WASHINGTON
 KY0483  USGS QUAD   -  CANONSBURG (1979)
 KY0483
 KY0483                         *CURRENT SURVEY CONTROL
 KY0483  ___________________________________________________________________
 KY0483* NAD 83(1986)-  40 18 31.     (N)    080 09 59.     (W)     SCALED    
 KY0483* NAVD 88     -       322.200  (meters)    1057.08   (feet)  ADJUSTED  
 KY0483  ___________________________________________________________________
 KY0483  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KY0483  DYNAMIC HT  -         322.026 (meters)    1056.51  (feet)  COMP
 KY0483  MODELED GRAV-     980,076.3   (mgal)                       NAVD 88
 KY0483
 KY0483  VERT ORDER  -  SECOND    CLASS 0
 KY0483
 KY0483.The horizontal coordinates were scaled from a topographic map and have
 KY0483.an estimated accuracy of +/- 6 seconds.
 KY0483
 KY0483.The orthometric height was determined by differential leveling
 KY0483.and adjusted by the National Geodetic Survey in June 1991..
 KY0483.WARNING-Repeat measurements at this control monument indicate possible
 KY0483.vertical movement.
 KY0483
 KY0483.The geoid height was determined by GEOID03.
 KY0483
 KY0483.The dynamic height is computed by dividing the NAVD 88
 KY0483.geopotential number by the normal gravity value computed on the
 KY0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0483.degrees latitude (g = 980.6199 gals.).
 KY0483
 KY0483.The modeled gravity was interpolated from observed gravity values.
 KY0483
 KY0483;                    North         East    Units  Estimated Accuracy
 KY0483;SPC PA S     -   111,100.      394,620.      MT  (+/- 180 meters Scaled)
 KY0483
 KY0483                          SUPERSEDED SURVEY CONTROL
 KY0483
 KY0483  NGVD 29 (??/??/92)  322.335  (m)         1057.53   (f) ADJ UNCH    2 0
 KY0483
 KY0483.Superseded values are not recommended for survey control.
 KY0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0483.See file dsdata.txt to determine how the superseded data were derived.
 KY0483
 KY0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE708623(NAD 83)
 KY0483_MARKER: DB = BENCH MARK DISK
 KY0483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0483_SP_SET: CULVERT
 KY0483_STAMPING: K 110 1957
 KY0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0483
 KY0483  HISTORY     - Date     Condition        Report By
 KY0483  HISTORY     - 1957     MONUMENTED       CGS
 KY0483  HISTORY     - 1960     GOOD             NGS
 KY0483
 KY0483                          STATION DESCRIPTION
 KY0483
 KY0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0483'1 MI NW FROM HENDERSONVILLE.
 KY0483'ABOUT 1.0 MILE NORTHWEST ALONG A BLACK TOP ROAD FOLLOWING
 KY0483'MC PHERSON CREEK FROM THE POST OFFICE AT HENDERSONVILLE, ABOUT
 KY0483'0.2 MILE SOUTHEAST OF JUNCTION OF A GRAVEL ROAD LEADING WEST
 KY0483'AND SOUTHWEST, IN THE TOP OF THE CENTER OF THE NORTHEAST STONE
 KY0483'MASONRY HEAD WALL OF A 15-INCH CORRUGATED PIPE CULVERT UNDER
 KY0483'ROAD, 36 YARDS SOUTHEAST OF A SIMILAR CULVERT, 15 FEET NORTHEAST
 KY0483'OF CENTER LINE OF ROAD, 37 1/2 FEET NORTHEAST AND ACROSS ROAD
 KY0483'FROM A TELEPHONE AND POWER POLE, AND ABOUT LEVEL WITH ROAD.
 KY0483
 KY0483                          STATION RECOVERY (1960)
 KY0483
 KY0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KY0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0466 ***********************************************************************
 KY0466  DESIGNATION -  K 111
 KY0466  PID         -  KY0466
 KY0466  STATE/COUNTY-  PA/WASHINGTON
 KY0466  USGS QUAD   -  MIDWAY (1977)
 KY0466
 KY0466                         *CURRENT SURVEY CONTROL
 KY0466  ___________________________________________________________________
 KY0466* NAD 83(1986)-  40 17 25.     (N)    080 20 40.     (W)     SCALED    
 KY0466* NAVD 88     -       374.765  (meters)    1229.54   (feet)  ADJUSTED  
 KY0466  ___________________________________________________________________
 KY0466  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KY0466  DYNAMIC HT  -         374.556 (meters)    1228.86  (feet)  COMP
 KY0466  MODELED GRAV-     980,056.7   (mgal)                       NAVD 88
 KY0466
 KY0466  VERT ORDER  -  SECOND    CLASS 0
 KY0466
 KY0466.The horizontal coordinates were scaled from a topographic map and have
 KY0466.an estimated accuracy of +/- 6 seconds.
 KY0466
 KY0466.The orthometric height was determined by differential leveling
 KY0466.and adjusted by the National Geodetic Survey in June 1991..
 KY0466
 KY0466.The geoid height was determined by GEOID03.
 KY0466
 KY0466.The dynamic height is computed by dividing the NAVD 88
 KY0466.geopotential number by the normal gravity value computed on the
 KY0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0466.degrees latitude (g = 980.6199 gals.).
 KY0466
 KY0466.The modeled gravity was interpolated from observed gravity values.
 KY0466
 KY0466;                    North         East    Units  Estimated Accuracy
 KY0466;SPC PA S     -   109,490.      379,430.      MT  (+/- 180 meters Scaled)
 KY0466
 KY0466                          SUPERSEDED SURVEY CONTROL
 KY0466
 KY0466  NGVD 29 (??/??/92)  374.904  (m)         1230.00   (f) ADJ UNCH    2 0
 KY0466
 KY0466.Superseded values are not recommended for survey control.
 KY0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0466.See file dsdata.txt to determine how the superseded data were derived.
 KY0466
 KY0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE557601(NAD 83)
 KY0466_MARKER: DB = BENCH MARK DISK
 KY0466_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0466_SP_SET: CATCH BASIN
 KY0466_STAMPING: K 111 1957
 KY0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0466
 KY0466  HISTORY     - Date     Condition        Report By
 KY0466  HISTORY     - 1957     MONUMENTED       CGS
 KY0466
 KY0466                          STATION DESCRIPTION
 KY0466
 KY0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0466'2.2 MI W FROM HICKORY.
 KY0466'ABOUT 2.2 MILES WEST ALONG STATE HIGHWAY 28 FROM THE POST
 KY0466'OFFICE AND BANK BUILDING AT HICKORY, ABOUT 0.65 MILE WEST OF
 KY0466'THE JUNCTION OF STATE HIGHWAY 18 SOUTH, ABOUT 0.8 MILE WEST
 KY0466'OF MT. PROSPECT CHURCH, 22 1/2 FEET SOUTHEAST OF CENTER LINE
 KY0466'OF HIGHWAY, IN THE TOP OF THE NORTHEAST END OF BACK WALL OF A
 KY0466'3 BY 4 1/2-FOOT CONCRETE CATCH BASIN FOR A 15-INCH PIPE CULVERT
 KY0466'UNDER HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0894 ***********************************************************************
 KY0894  DESIGNATION -  K 112
 KY0894  PID         -  KY0894
 KY0894  STATE/COUNTY-  PA/WASHINGTON
 KY0894  USGS QUAD   -  STEUBENVILLE EAST (1997)
 KY0894
 KY0894                         *CURRENT SURVEY CONTROL
 KY0894  ___________________________________________________________________
 KY0894* NAD 83(1986)-  40 17 04.     (N)    080 30 11.     (W)     SCALED    
 KY0894* NAVD 88     -       251.614  (meters)     825.50   (feet)  ADJUSTED  
 KY0894  ___________________________________________________________________
 KY0894  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KY0894  DYNAMIC HT  -         251.478 (meters)     825.06  (feet)  COMP
 KY0894  MODELED GRAV-     980,078.1   (mgal)                       NAVD 88
 KY0894
 KY0894  VERT ORDER  -  SECOND    CLASS 0
 KY0894
 KY0894.The horizontal coordinates were scaled from a topographic map and have
 KY0894.an estimated accuracy of +/- 6 seconds.
 KY0894
 KY0894.The orthometric height was determined by differential leveling
 KY0894.and adjusted by the National Geodetic Survey in June 1991..
 KY0894
 KY0894.The geoid height was determined by GEOID03.
 KY0894
 KY0894.The dynamic height is computed by dividing the NAVD 88
 KY0894.geopotential number by the normal gravity value computed on the
 KY0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0894.degrees latitude (g = 980.6199 gals.).
 KY0894
 KY0894.The modeled gravity was interpolated from observed gravity values.
 KY0894
 KY0894;                    North         East    Units  Estimated Accuracy
 KY0894;SPC PA S     -   109,260.      365,930.      MT  (+/- 180 meters Scaled)
 KY0894
 KY0894                          SUPERSEDED SURVEY CONTROL
 KY0894
 KY0894  NGVD 29 (??/??/92)  251.788  (m)          826.07   (f) ADJ UNCH    2 0
 KY0894
 KY0894.Superseded values are not recommended for survey control.
 KY0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0894.See file dsdata.txt to determine how the superseded data were derived.
 KY0894
 KY0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE422594(NAD 83)
 KY0894_MARKER: DB = BENCH MARK DISK
 KY0894_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0894_SP_SET: STEP
 KY0894_STAMPING: K 112 1957
 KY0894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0894
 KY0894  HISTORY     - Date     Condition        Report By
 KY0894  HISTORY     - 1957     MONUMENTED       CGS
 KY0894
 KY0894                          STATION DESCRIPTION
 KY0894
 KY0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0894'1.2 MI E FROM VIRGINVILLE.
 KY0894'IN WASHINGTON COUNTY, PENNSYLVANIA, ABOUT 1.25 MILES EAST
 KY0894'ALONG THE PITTSBURGH AND WEST VIRGINIA RAILWAY FROM THE ROAD
 KY0894'CROSSING AT VIRGINVILLE, BROOKE COUNTY, WEST VIRGINIA, ABOUT
 KY0894'256 YARDS NORTHWEST OF MILE POST 85, IN THE TOP OF THE FIRST
 KY0894'STEP DOWN OF THE NORTH END OF SOUTH WING WALL OF SOUTHEAST
 KY0894'STONE MASONRY ABUTMENT OF RAILWAY BRIDGE NO. 85.15 OVER CROSS
 KY0894'CREEK, 21 FEET SOUTHWEST OF SOUTHWEST RAIL AND 3 1/2 FEET BELOW
 KY0894'LEVEL OF TRACK.  NOTE-- MARK IS ABOUT 2.75 MILES NORTHWEST
 KY0894'ALONG THE P. AND W. VA. RY. FROM THE STATION AT AVELLA,
 KY0894'WASHINGTON COUNTY, PENNSYLVANIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0531 ***********************************************************************
 KY0531  DESIGNATION -  K 113
 KY0531  PID         -  KY0531
 KY0531  STATE/COUNTY-  PA/WASHINGTON
 KY0531  USGS QUAD   -  WEST MIDDLETOWN (1977)
 KY0531
 KY0531                         *CURRENT SURVEY CONTROL
 KY0531  ___________________________________________________________________
 KY0531* NAD 83(1986)-  40 11 11.     (N)    080 26 19.     (W)     SCALED    
 KY0531* NAVD 88     -       276.166  (meters)     906.05   (feet)  ADJUSTED  
 KY0531  ___________________________________________________________________
 KY0531  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KY0531  DYNAMIC HT  -         276.010 (meters)     905.54  (feet)  COMP
 KY0531  MODELED GRAV-     980,051.5   (mgal)                       NAVD 88
 KY0531
 KY0531  VERT ORDER  -  SECOND    CLASS 0
 KY0531
 KY0531.The horizontal coordinates were scaled from a topographic map and have
 KY0531.an estimated accuracy of +/- 6 seconds.
 KY0531
 KY0531.The orthometric height was determined by differential leveling
 KY0531.and adjusted by the National Geodetic Survey in June 1991..
 KY0531
 KY0531.The geoid height was determined by GEOID03.
 KY0531
 KY0531.The dynamic height is computed by dividing the NAVD 88
 KY0531.geopotential number by the normal gravity value computed on the
 KY0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0531.degrees latitude (g = 980.6199 gals.).
 KY0531
 KY0531.The modeled gravity was interpolated from observed gravity values.
 KY0531
 KY0531;                    North         East    Units  Estimated Accuracy
 KY0531;SPC PA S     -    98,200.      371,080.      MT  (+/- 180 meters Scaled)
 KY0531
 KY0531                          SUPERSEDED SURVEY CONTROL
 KY0531
 KY0531  NGVD 29 (??/??/92)  276.317  (m)          906.55   (f) ADJ UNCH    2 0
 KY0531
 KY0531.Superseded values are not recommended for survey control.
 KY0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0531.See file dsdata.txt to determine how the superseded data were derived.
 KY0531
 KY0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE477485(NAD 83)
 KY0531_MARKER: DB = BENCH MARK DISK
 KY0531_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0531_SP_SET: ABUTMENT
 KY0531_STAMPING: K 113 1957
 KY0531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0531
 KY0531  HISTORY     - Date     Condition        Report By
 KY0531  HISTORY     - 1957     MONUMENTED       CGS
 KY0531
 KY0531                          STATION DESCRIPTION
 KY0531
 KY0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0531'1.2 MI SE FROM ACHESON.
 KY0531'ABOUT 0.35 MILE SOUTH ALONG STATE HIGHWAY 231 FROM THE JUNCTION
 KY0531'OF STATE HIGHWAY 331 AT ACHESON, THENCE ABOUT 0.8 MILE SOUTHEAST
 KY0531'ALONG A GRAVEL ROAD FOLLOWING BUFFALO CREEK UPSTREAM, IN THE TOP
 KY0531'OF THE NORTH END OF CONCRETE BACK WALL OF THE EAST CONCRETE
 KY0531'AND STONE ABUTMENT OF A WOODEN TRUSS BRIDGE OVER BUFFALO CREEK,
 KY0531'8 FEET NORTH OF CENTER LINE OF BRIDGE FLOOR AND 1/2 FOOT ABOVE
 KY0531'LEVEL OF BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0575 ***********************************************************************
 KY0575  DESIGNATION -  K 114
 KY0575  PID         -  KY0575
 KY0575  STATE/COUNTY-  PA/WASHINGTON
 KY0575  USGS QUAD   -  CLAYSVILLE (1977)
 KY0575
 KY0575                         *CURRENT SURVEY CONTROL
 KY0575  ___________________________________________________________________
 KY0575* NAD 83(1986)-  40 05 49.     (N)    080 25 52.     (W)     SCALED    
 KY0575* NAVD 88     -       413.431  (meters)    1356.40   (feet)  ADJUSTED  
 KY0575  ___________________________________________________________________
 KY0575  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 KY0575  DYNAMIC HT  -         413.197 (meters)    1355.63  (feet)  COMP
 KY0575  MODELED GRAV-     980,046.0   (mgal)                       NAVD 88
 KY0575
 KY0575  VERT ORDER  -  SECOND    CLASS 0
 KY0575
 KY0575.The horizontal coordinates were scaled from a topographic map and have
 KY0575.an estimated accuracy of +/- 6 seconds.
 KY0575
 KY0575.The orthometric height was determined by differential leveling
 KY0575.and adjusted by the National Geodetic Survey in June 1991..
 KY0575
 KY0575.The geoid height was determined by GEOID03.
 KY0575
 KY0575.The dynamic height is computed by dividing the NAVD 88
 KY0575.geopotential number by the normal gravity value computed on the
 KY0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0575.degrees latitude (g = 980.6199 gals.).
 KY0575
 KY0575.The modeled gravity was interpolated from observed gravity values.
 KY0575
 KY0575;                    North         East    Units  Estimated Accuracy
 KY0575;SPC PA S     -    88,260.      371,410.      MT  (+/- 180 meters Scaled)
 KY0575
 KY0575                          SUPERSEDED SURVEY CONTROL
 KY0575
 KY0575  NGVD 29 (??/??/92)  413.572  (m)         1356.86   (f) ADJ UNCH    2 0
 KY0575
 KY0575.Superseded values are not recommended for survey control.
 KY0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0575.See file dsdata.txt to determine how the superseded data were derived.
 KY0575
 KY0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE484386(NAD 83)
 KY0575_MARKER: DB = BENCH MARK DISK
 KY0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0575_STAMPING: K 114 1957
 KY0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0575+STABILITY: SURFACE MOTION
 KY0575
 KY0575  HISTORY     - Date     Condition        Report By
 KY0575  HISTORY     - 1957     MONUMENTED       CGS
 KY0575
 KY0575                          STATION DESCRIPTION
 KY0575
 KY0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0575'2 MI SW FROM CLAYSVILLE.
 KY0575'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 231 FROM THE
 KY0575'CROSSING OF THE BALTIMORE AND OHIO RAILROAD AT CLAYSVILLE,
 KY0575'THENCE 1.9 MILES SOUTHWEST ALONG A BLACK TOP ROAD, ABOUT 55
 KY0575'YARDS SOUTH OF THE TOP OF A GRADE, 16 FEET WEST OF CENTER
 KY0575'LINE OF ROAD, 4 FEET SOUTH OF STATION STAKE NO. 4-45, 68 1/2
 KY0575'FEET WEST-NORTHWEST AND ACROSS ROAD FROM THE NORTHWEST CORNER
 KY0575'OF A 1-STORY FRAME HOUSE, 29 FEET WEST-NORTHWEST AND ACROSS
 KY0575'ROAD FROM THE CENTER OF A MILL STONE, 34 1/2 FEET NORTH OF
 KY0575'CENTER OF A DRIVE WEST TO A FIELD, 1 FOOT EAST OF A FENCE
 KY0575'LINE, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE
 KY0575'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0329 ***********************************************************************
 KY0329  DESIGNATION -  K 115
 KY0329  PID         -  KY0329
 KY0329  STATE/COUNTY-  PA/WASHINGTON
 KY0329  USGS QUAD   -  WASHINGTON EAST (1977)
 KY0329
 KY0329                         *CURRENT SURVEY CONTROL
 KY0329  ___________________________________________________________________
 KY0329* NAD 83(1986)-  40 10 01.     (N)    080 14 41.     (W)     SCALED    
 KY0329* NAVD 88     -       327.022  (meters)    1072.90   (feet)  ADJUSTED  
 KY0329  ___________________________________________________________________
 KY0329  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 KY0329  DYNAMIC HT  -         326.838 (meters)    1072.30  (feet)  COMP
 KY0329  MODELED GRAV-     980,053.7   (mgal)                       NAVD 88
 KY0329
 KY0329  VERT ORDER  -  SECOND    CLASS 0
 KY0329
 KY0329.The horizontal coordinates were scaled from a topographic map and have
 KY0329.an estimated accuracy of +/- 6 seconds.
 KY0329
 KY0329.The orthometric height was determined by differential leveling
 KY0329.and adjusted by the National Geodetic Survey in June 1991..
 KY0329.WARNING-Repeat measurements at this control monument indicate possible
 KY0329.vertical movement.
 KY0329
 KY0329.The geoid height was determined by GEOID03.
 KY0329
 KY0329.The dynamic height is computed by dividing the NAVD 88
 KY0329.geopotential number by the normal gravity value computed on the
 KY0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0329.degrees latitude (g = 980.6199 gals.).
 KY0329
 KY0329.The modeled gravity was interpolated from observed gravity values.
 KY0329
 KY0329;                    North         East    Units  Estimated Accuracy
 KY0329;SPC PA S     -    95,560.      387,520.      MT  (+/- 180 meters Scaled)
 KY0329
 KY0329                          SUPERSEDED SURVEY CONTROL
 KY0329
 KY0329  NGVD 29 (??/??/92)  327.154  (m)         1073.34   (f) ADJ UNCH    2 0
 KY0329
 KY0329.Superseded values are not recommended for survey control.
 KY0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0329.See file dsdata.txt to determine how the superseded data were derived.
 KY0329
 KY0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE643465(NAD 83)
 KY0329_MARKER: DB = BENCH MARK DISK
 KY0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0329_STAMPING: K 115 1935
 KY0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0329+STABILITY: SURFACE MOTION
 KY0329
 KY0329  HISTORY     - Date     Condition        Report By
 KY0329  HISTORY     - 1935     MONUMENTED       CGS
 KY0329  HISTORY     - 1957     GOOD             NGS
 KY0329  HISTORY     - 1961     GOOD             NGS
 KY0329
 KY0329                          STATION DESCRIPTION
 KY0329
 KY0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0329'AT WASHINGTON.
 KY0329'AT WASHINGTON, NEAR THE INTERSECTION OF SOUTH MAIN STREET AND
 KY0329'THE BALTIMORE AND OHIO RAILROAD, 38 FEET WEST OF THE WEST
 KY0329'CURB OF SOUTH MAIN STREET, 54 FEET NORTH OF THE NORTH RAIL OF
 KY0329'MAIN TRACK OF THE BALTIMORE AND OHIO RAILROAD, 16.7 FEET
 KY0329'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE STONE AND MASONRY
 KY0329'BALTIMORE AND OHIO RAILROAD STATION, 3 FEET SOUTH OF THE SOUTH
 KY0329'CURB LINE OF AN EAST-WEST ALLEY, ABOUT LEVEL WITH SOUTH MAIN
 KY0329'STREET AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 KY0329'INCHES ABOVE A BLACK TOPPED PARKING AREA.  NOTE-- MARK IS BEING
 KY0329'DRIVEN OVER BUT APPEARS SOLID.
 KY0329
 KY0329                          STATION RECOVERY (1961)
 KY0329
 KY0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KY0329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JX0020 ***********************************************************************
 JX0020  DESIGNATION -  K 116
 JX0020  PID         -  JX0020
 JX0020  STATE/COUNTY-  PA/GREENE
 JX0020  USGS QUAD   -  ROGERSVILLE (1994)
 JX0020
 JX0020                         *CURRENT SURVEY CONTROL
 JX0020  ___________________________________________________________________
 JX0020* NAD 83(1986)-  39 57 40.     (N)    080 15 26.     (W)     SCALED    
 JX0020* NAVD 88     -       302.412  (meters)     992.16   (feet)  ADJUSTED  
 JX0020  ___________________________________________________________________
 JX0020  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 JX0020  DYNAMIC HT  -         302.241 (meters)     991.60  (feet)  COMP
 JX0020  MODELED GRAV-     980,052.2   (mgal)                       NAVD 88
 JX0020
 JX0020  VERT ORDER  -  SECOND    CLASS 0
 JX0020
 JX0020.The horizontal coordinates were scaled from a topographic map and have
 JX0020.an estimated accuracy of +/- 6 seconds.
 JX0020
 JX0020.The orthometric height was determined by differential leveling
 JX0020.and adjusted by the National Geodetic Survey in June 1991..
 JX0020
 JX0020.The geoid height was determined by GEOID03.
 JX0020
 JX0020.The dynamic height is computed by dividing the NAVD 88
 JX0020.geopotential number by the normal gravity value computed on the
 JX0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0020.degrees latitude (g = 980.6199 gals.).
 JX0020
 JX0020.The modeled gravity was interpolated from observed gravity values.
 JX0020
 JX0020;                    North         East    Units  Estimated Accuracy
 JX0020;SPC PA S     -    72,750.      385,810.      MT  (+/- 180 meters Scaled)
 JX0020
 JX0020                          SUPERSEDED SURVEY CONTROL
 JX0020
 JX0020  NGVD 29 (??/??/92)  302.548  (m)          992.61   (f) ADJ UNCH    2 0
 JX0020
 JX0020.Superseded values are not recommended for survey control.
 JX0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0020.See file dsdata.txt to determine how the superseded data were derived.
 JX0020
 JX0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE634237(NAD 83)
 JX0020_MARKER: DB = BENCH MARK DISK
 JX0020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0020_SP_SET: BRIDGE
 JX0020_STAMPING: K 116 1935
 JX0020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0020
 JX0020  HISTORY     - Date     Condition        Report By
 JX0020  HISTORY     - 1935     MONUMENTED       CGS
 JX0020  HISTORY     - 1957     GOOD             NGS
 JX0020
 JX0020                          STATION DESCRIPTION
 JX0020
 JX0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JX0020'1.9 MI SE FROM DEERLICK.
 JX0020'ABOUT 1.9 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 JX0020'THE BLACK TOP ROAD CROSING AT DEERLICK, IN THE TOP OF THE
 JX0020'SOUTHWEST CONCRETE ABUTMENT OF RAILROAD BRIDGE NO. 21-23 OVER A
 JX0020'CREEK BRANCH, 4 FEET SOUTHWEST OF SOUTHWEST RAIL, 65 FEET
 JX0020'SOUTHWEST AND ACROSS TRACK FROM CENTER LINE OF A BLACK TOP ROAD
 JX0020'PARALLEL TO TRACK AND SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1152 ***********************************************************************
 KX1152  DESIGNATION -  K 117
 KX1152  PID         -  KX1152
 KX1152  STATE/COUNTY-  PA/SOMERSET
 KX1152  USGS QUAD   -  BAKERSVILLE (1977)
 KX1152
 KX1152                         *CURRENT SURVEY CONTROL
 KX1152  ___________________________________________________________________
 KX1152* NAD 83(1986)-  40 01 58.     (N)    079 12 41.     (W)     SCALED    
 KX1152* NAVD 88     -       605.028  (meters)    1985.00   (feet)  ADJUSTED  
 KX1152  ___________________________________________________________________
 KX1152  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 KX1152  DYNAMIC HT  -         604.666 (meters)    1983.81  (feet)  COMP
 KX1152  MODELED GRAV-     980,007.6   (mgal)                       NAVD 88
 KX1152
 KX1152  VERT ORDER  -  SECOND    CLASS 0
 KX1152
 KX1152.The horizontal coordinates were scaled from a topographic map and have
 KX1152.an estimated accuracy of +/- 6 seconds.
 KX1152
 KX1152.The orthometric height was determined by differential leveling
 KX1152.and adjusted by the National Geodetic Survey in June 1991..
 KX1152
 KX1152.The geoid height was determined by GEOID03.
 KX1152
 KX1152.The dynamic height is computed by dividing the NAVD 88
 KX1152.geopotential number by the normal gravity value computed on the
 KX1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1152.degrees latitude (g = 980.6199 gals.).
 KX1152
 KX1152.The modeled gravity was interpolated from observed gravity values.
 KX1152
 KX1152;                    North         East    Units  Estimated Accuracy
 KX1152;SPC PA S     -    78,700.      475,270.      MT  (+/- 180 meters Scaled)
 KX1152
 KX1152                          SUPERSEDED SURVEY CONTROL
 KX1152
 KX1152  NGVD 29 (??/??/92)  605.154  (m)         1985.41   (f) ADJ UNCH    2 0
 KX1152
 KX1152.Superseded values are not recommended for survey control.
 KX1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1152.See file dsdata.txt to determine how the superseded data were derived.
 KX1152
 KX1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE526329(NAD 83)
 KX1152_MARKER: DD = SURVEY DISK
 KX1152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1152_SP_SET: ABUTMENT
 KX1152_STAMPING: K 117 1935
 KX1152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1152
 KX1152  HISTORY     - Date     Condition        Report By
 KX1152  HISTORY     - 1935     MONUMENTED       PADT
 KX1152  HISTORY     - 1954     GOOD             NGS
 KX1152
 KX1152                          STATION DESCRIPTION
 KX1152
 KX1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KX1152'7.5 MI W FROM SOMERSET.
 KX1152'7.5 MILES WEST ALONG STATE HIGHWAY 31 FROM THE SQUARE AT
 KX1152'SOMERSET, 0.55 MILE SOUTHEAST ALONG THE ABANDONED ROUTE OF THE
 KX1152'HIGHWAY FROM MT. ZION LUTHERAN CHURCH AT BAKERSVILLE THENCE 0.15
 KX1152'MILE EAST ALONG THE NEW HIGHWAY, IN THE TOP OF THE WEST END OF
 KX1152'THE EAST WING WALL OF THE SOUTHEAST ABUTMENT OF CONCRETE HIGHWAY
 KX1152'BRIDGE OVER LAUREL HILL CREEK, 16 FEET NORTHEAST OF THE CENTER
 KX1152'LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JX0033 ***********************************************************************
 JX0033  DESIGNATION -  K 119
 JX0033  PID         -  JX0033
 JX0033  STATE/COUNTY-  PA/GREENE
 JX0033  USGS QUAD   -  WAYNESBURG (1973)
 JX0033
 JX0033                         *CURRENT SURVEY CONTROL
 JX0033  ___________________________________________________________________
 JX0033* NAD 83(1986)-  39 52 32.     (N)    080 09 38.     (W)     SCALED    
 JX0033* NAVD 88     -       313.048  (meters)    1027.06   (feet)  ADJUSTED  
 JX0033  ___________________________________________________________________
 JX0033  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JX0033  DYNAMIC HT  -         312.869 (meters)    1026.47  (feet)  COMP
 JX0033  MODELED GRAV-     980,048.1   (mgal)                       NAVD 88
 JX0033
 JX0033  VERT ORDER  -  SECOND    CLASS 0
 JX0033
 JX0033.The horizontal coordinates were scaled from a topographic map and have
 JX0033.an estimated accuracy of +/- 6 seconds.
 JX0033
 JX0033.The orthometric height was determined by differential leveling
 JX0033.and adjusted by the National Geodetic Survey in June 1991..
 JX0033
 JX0033.The geoid height was determined by GEOID03.
 JX0033
 JX0033.The dynamic height is computed by dividing the NAVD 88
 JX0033.geopotential number by the normal gravity value computed on the
 JX0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0033.degrees latitude (g = 980.6199 gals.).
 JX0033
 JX0033.The modeled gravity was interpolated from observed gravity values.
 JX0033
 JX0033;                    North         East    Units  Estimated Accuracy
 JX0033;SPC PA S     -    63,020.      393,800.      MT  (+/- 180 meters Scaled)
 JX0033
 JX0033                          SUPERSEDED SURVEY CONTROL
 JX0033
 JX0033  NGVD 29 (??/??/92)  313.19   (m)         1027.5    (f) COMPUTED    2 0
 JX0033
 JX0033.Superseded values are not recommended for survey control.
 JX0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0033.See file dsdata.txt to determine how the superseded data were derived.
 JX0033
 JX0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE717142(NAD 83)
 JX0033_MARKER: DB = BENCH MARK DISK
 JX0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0033_STAMPING: K-119 1935
 JX0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0033+STABILITY: SURFACE MOTION
 JX0033
 JX0033  HISTORY     - Date     Condition        Report By
 JX0033  HISTORY     - 1935     MONUMENTED       CGS
 JX0033
 JX0033                          STATION DESCRIPTION
 JX0033
 JX0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0033'2.8 MI S FROM WAYNESBURG.
 JX0033'2.8 MILE SOUTH OF GREENE COUNTY COURTHOUSE AT WAYNESBURG 60 FEET
 JX0033'SOUTHWEST OF INTERSECTION OF U.S. HIGHWAY 19 AND ROAD TO THE
 JX0033'SOUTH, 25 FEET WEST OF CENTER LINE OF HIGHWAY 19, 3 FEET EAST
 JX0033'OF FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JX0034 ***********************************************************************
 JX0034  DESIGNATION -  K 119 RESET 1957
 JX0034  PID         -  JX0034
 JX0034  STATE/COUNTY-  PA/GREENE
 JX0034  USGS QUAD   -  WAYNESBURG (1973)
 JX0034
 JX0034                         *CURRENT SURVEY CONTROL
 JX0034  ___________________________________________________________________
 JX0034* NAD 83(1986)-  39 52 32.     (N)    080 09 38.     (W)     SCALED    
 JX0034* NAVD 88     -       314.03   (+/-2cm)    1030.3    (feet)  VERTCON   
 JX0034  ___________________________________________________________________
 JX0034  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JX0034
 JX0034  VERT ORDER  -  THIRD (See Below)
 JX0034
 JX0034.The horizontal coordinates were scaled from a topographic map and have
 JX0034.an estimated accuracy of +/- 6 seconds.
 JX0034
 JX0034.The NAVD 88 height was computed by applying the VERTCON shift value to
 JX0034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JX0034.The vertical order pertains to the NGVD 29 superseded value.
 JX0034
 JX0034.The geoid height was determined by GEOID03.
 JX0034
 JX0034;                    North         East    Units  Estimated Accuracy
 JX0034;SPC PA S     -    63,020.      393,800.      MT  (+/- 180 meters Scaled)
 JX0034
 JX0034                          SUPERSEDED SURVEY CONTROL
 JX0034
 JX0034  NGVD 29 (??/??/??)  314.17   (m)         1030.7    (f) RESET       3  
 JX0034
 JX0034.Superseded values are not recommended for survey control.
 JX0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0034.See file dsdata.txt to determine how the superseded data were derived.
 JX0034
 JX0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE717142(NAD 83)
 JX0034_MARKER: DB = BENCH MARK DISK
 JX0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0034_STAMPING: K 119 RESET 1957
 JX0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0034+STABILITY: SURFACE MOTION
 JX0034
 JX0034  HISTORY     - Date     Condition        Report By
 JX0034  HISTORY     - 1957     MONUMENTED       CGS
 JX0034
 JX0034                          STATION DESCRIPTION
 JX0034
 JX0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 JX0034'2.8 MI S FROM WAYNESBURG.
 JX0034'2.8 MILES SOUTH ALONG U.S. HIGHWAY 19 FROM THE COUNTY COURTHOUSE
 JX0034'AT WAYNESBURG, GREENE COUNTY, 152 FEET SOUTH OF THE JUNCTION OF A
 JX0034'TOWNSHIP ROAD LEADING SOUTHWEST, 31.3 FEET EAST OF THE CENTERLINE
 JX0034'OF THE TOWNSHIP ROAD, 28.3 FEET SOUTHWEST OF THE CENTERLINE OF
 JX0034'THE HIGHWAY, AND 35.7 FEET NORTHWEST OF A WEST PENN POWER CO. POLE
 JX0034'A STANDARD DISK, STAMPED K 119 RESET 1957 AND SET IN THE TOP
 JX0034'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1504 ***********************************************************************
 KV1504  DESIGNATION -  K 12
 KV1504  PID         -  KV1504
 KV1504  STATE/COUNTY-  PA/LEHIGH
 KV1504  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV1504
 KV1504                         *CURRENT SURVEY CONTROL
 KV1504  ___________________________________________________________________
 KV1504* NAD 83(1986)-  40 32 02.     (N)    075 29 34.     (W)     SCALED    
 KV1504* NAVD 88     -       130.856  (meters)     429.32   (feet)  ADJUSTED  
 KV1504  ___________________________________________________________________
 KV1504  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 KV1504  DYNAMIC HT  -         130.791 (meters)     429.10  (feet)  COMP
 KV1504  MODELED GRAV-     980,124.4   (mgal)                       NAVD 88
 KV1504
 KV1504  VERT ORDER  -  FIRST     CLASS II
 KV1504
 KV1504.The horizontal coordinates were scaled from a topographic map and have
 KV1504.an estimated accuracy of +/- 6 seconds.
 KV1504
 KV1504.The orthometric height was determined by differential leveling
 KV1504.and adjusted by the National Geodetic Survey in June 1991..
 KV1504
 KV1504.The geoid height was determined by GEOID03.
 KV1504
 KV1504.The dynamic height is computed by dividing the NAVD 88
 KV1504.geopotential number by the normal gravity value computed on the
 KV1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1504.degrees latitude (g = 980.6199 gals.).
 KV1504
 KV1504.The modeled gravity was interpolated from observed gravity values.
 KV1504
 KV1504;                    North         East    Units  Estimated Accuracy
 KV1504;SPC PA S     -   135,750.      791,220.      MT  (+/- 180 meters Scaled)
 KV1504
 KV1504                          SUPERSEDED SURVEY CONTROL
 KV1504
 KV1504  NGVD 29 (??/??/??)  131.066  (m)          430.01   (f) ADJUSTED    1 2
 KV1504
 KV1504.Superseded values are not recommended for survey control.
 KV1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1504.See file dsdata.txt to determine how the superseded data were derived.
 KV1504
 KV1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK582871(NAD 83)
 KV1504_MARKER: DB = BENCH MARK DISK
 KV1504_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1504_SP_SET: RETAINING WALL
 KV1504_STAMPING: 429.979 K 12 1932
 KV1504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1504
 KV1504  HISTORY     - Date     Condition        Report By
 KV1504  HISTORY     - 1932     MONUMENTED       CGS
 KV1504  HISTORY     - 1942     GOOD             CGS
 KV1504  HISTORY     - 1979     GOOD             NGS
 KV1504
 KV1504                          STATION DESCRIPTION
 KV1504
 KV1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1504'AT EMAUS.
 KV1504'AT EMAUS, LEHIGH COUNTY, ON THE READING CO. RAILROAD, 8 RAILS
 KV1504'EAST OF THE STATION, 80 YARDS WEST OF THE FOURTH STREET OVERHEAD
 KV1504'BRIDGE, ON THE NORTH SIDE OF THE TRACK, IN THE WEST END OF A
 KV1504'RETAINING WALL, AND ABOUT 4 FEET HIGHER THAN THE TRACK.  A STANDARD
 KV1504'DISK, STAMPED 429.979 K 12 1932.
 KV1504
 KV1504                          STATION RECOVERY (1942)
 KV1504
 KV1504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 KV1504'RECOVERED IN GOOD CONDITION.
 KV1504
 KV1504                          STATION RECOVERY (1979)
 KV1504
 KV1504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV1504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0901 ***********************************************************************
 JW0901  DESIGNATION -  K 120
 JW0901  PID         -  JW0901
 JW0901  STATE/COUNTY-  PA/FAYETTE
 JW0901  USGS QUAD   -  LAKE LYNN (1976)
 JW0901
 JW0901                         *CURRENT SURVEY CONTROL
 JW0901  ___________________________________________________________________
 JW0901* NAD 83(1986)-  39 43 59.     (N)    079 52 16.     (W)     SCALED    
 JW0901* NAVD 88     -       251.368  (meters)     824.70   (feet)  ADJUSTED  
 JW0901  ___________________________________________________________________
 JW0901  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 JW0901  DYNAMIC HT  -         251.223 (meters)     824.22  (feet)  COMP
 JW0901  MODELED GRAV-     980,043.9   (mgal)                       NAVD 88
 JW0901
 JW0901  VERT ORDER  -  FIRST     CLASS II
 JW0901
 JW0901.The horizontal coordinates were scaled from a topographic map and have
 JW0901.an estimated accuracy of +/- 6 seconds.
 JW0901
 JW0901.The orthometric height was determined by differential leveling
 JW0901.and adjusted by the National Geodetic Survey in June 1991..
 JW0901
 JW0901.The geoid height was determined by GEOID03.
 JW0901
 JW0901.The dynamic height is computed by dividing the NAVD 88
 JW0901.geopotential number by the normal gravity value computed on the
 JW0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0901.degrees latitude (g = 980.6199 gals.).
 JW0901
 JW0901.The modeled gravity was interpolated from observed gravity values.
 JW0901
 JW0901;                    North         East    Units  Estimated Accuracy
 JW0901;SPC PA S     -    46,570.      418,180.      MT  (+/- 180 meters Scaled)
 JW0901
 JW0901                          SUPERSEDED SURVEY CONTROL
 JW0901
 JW0901  NGVD 29 (??/??/92)  251.480  (m)          825.06   (f) ADJ UNCH    1 2
 JW0901
 JW0901.Superseded values are not recommended for survey control.
 JW0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0901.See file dsdata.txt to determine how the superseded data were derived.
 JW0901
 JW0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND967987(NAD 83)
 JW0901_MARKER: DB = BENCH MARK DISK
 JW0901_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JW0901_SP_SET: UNSPECIFIED ROCK
 JW0901_STAMPING: K 120 1935
 JW0901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0901
 JW0901  HISTORY     - Date     Condition        Report By
 JW0901  HISTORY     - 1935     MONUMENTED       CGS
 JW0901
 JW0901                          STATION DESCRIPTION
 JW0901
 JW0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JW0901'0.7 MI NW FROM LAKE LYNN.
 JW0901'0.7 MILE NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0901'THE STATION AT LAKE LYNN, 60 FEET NORTH OF POLE 88/38, 30 FEET
 JW0901'NORTHWEST OF THE CENTERLINE OF THE TRACK, AND IN THE FACE OF
 JW0901'A MEDIUM-SIZED ROCK.  A STANDARD DISK, STAMPED K 120 1935 AND
 JW0901'SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1278 ***********************************************************************
 KX1278  DESIGNATION -  K 121
 KX1278  PID         -  KX1278
 KX1278  STATE/COUNTY-  PA/FAYETTE
 KX1278  USGS QUAD   -  FAYETTE CITY (1979)
 KX1278
 KX1278                         *CURRENT SURVEY CONTROL
 KX1278  ___________________________________________________________________
 KX1278* NAD 83(1986)-  40 01 34.     (N)    079 51 24.     (W)     SCALED    
 KX1278* NAVD 88     -       240.961  (meters)     790.55   (feet)  ADJUSTED  
 KX1278  ___________________________________________________________________
 KX1278  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KX1278  DYNAMIC HT  -         240.827 (meters)     790.11  (feet)  COMP
 KX1278  MODELED GRAV-     980,065.1   (mgal)                       NAVD 88
 KX1278
 KX1278  VERT ORDER  -  FIRST     CLASS II
 KX1278
 KX1278.The horizontal coordinates were scaled from a topographic map and have
 KX1278.an estimated accuracy of +/- 6 seconds.
 KX1278
 KX1278.The orthometric height was determined by differential leveling
 KX1278.and adjusted by the National Geodetic Survey in June 1991..
 KX1278
 KX1278.The geoid height was determined by GEOID03.
 KX1278
 KX1278.The dynamic height is computed by dividing the NAVD 88
 KX1278.geopotential number by the normal gravity value computed on the
 KX1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1278.degrees latitude (g = 980.6199 gals.).
 KX1278
 KX1278.The modeled gravity was interpolated from observed gravity values.
 KX1278
 KX1278;                    North         East    Units  Estimated Accuracy
 KX1278;SPC PA S     -    79,070.      420,190.      MT  (+/- 180 meters Scaled)
 KX1278
 KX1278                          SUPERSEDED SURVEY CONTROL
 KX1278
 KX1278  NGVD 29 (??/??/92)  241.148  (m)          791.17   (f) ADJ UNCH    1 2
 KX1278
 KX1278.Superseded values are not recommended for survey control.
 KX1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1278.See file dsdata.txt to determine how the superseded data were derived.
 KX1278
 KX1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE975312(NAD 83)
 KX1278_MARKER: DB = BENCH MARK DISK
 KX1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1278_STAMPING: K 121 1935
 KX1278_MARK LOGO: CGS   
 KX1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1278+STABILITY: SURFACE MOTION
 KX1278
 KX1278  HISTORY     - Date     Condition        Report By
 KX1278  HISTORY     - 1935     MONUMENTED       CGS
 KX1278  HISTORY     - 1941     GOOD             NGS
 KX1278  HISTORY     - 1983     GOOD             NGS
 KX1278
 KX1278                          STATION DESCRIPTION
 KX1278
 KX1278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KX1278'AT WEST BRONWSVILLE JCT.
 KX1278'IN FAYETTE COUNTY, 2.0 MILES SOUTHEAST ALONG THE PENNSYLVANIA
 KX1278'RAILROAD FROM THE STATION AT WEST BROWNSVILLE JUNCTION,
 KX1278'WASHINGTON COUNTY, AT THE JUNCTION OF THE MAIN TRACK AND A SPUR
 KX1278'TRACK LEADING SOUTH, 48.5 FEET NORTHEAST OF THE EAST END OF A
 KX1278'RETAINING WALL ON THE SOUTH SIDE OF A CONCRETE ROAD, 31.4 FEET
 KX1278'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 22.6 FEET NORTH OF
 KX1278'THE CENTERLINE OF THE ROAD, 26 FEET EAST OF A STOP SIGN, AND
 KX1278'1 FOOT NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 KX1278'DISK, STAMPED K 121 1935 AND SET IN THE TOP OF A CONCRETE
 KX1278'POST.
 KX1278
 KX1278                          STATION RECOVERY (1983)
 KX1278
 KX1278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0426 ***********************************************************************
 KX0426  DESIGNATION -  K 122
 KX0426  PID         -  KX0426
 KX0426  STATE/COUNTY-  PA/CAMBRIA
 KX0426  USGS QUAD   -  EBENSBURG (1994)
 KX0426
 KX0426                         *CURRENT SURVEY CONTROL
 KX0426  ___________________________________________________________________
 KX0426* NAD 83(1986)-  40 24 37.     (N)    078 37 57.     (W)     SCALED    
 KX0426* NAVD 88     -       559.775  (meters)    1836.53   (feet)  ADJUSTED  
 KX0426  ___________________________________________________________________
 KX0426  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KX0426  DYNAMIC HT  -         559.461 (meters)    1835.50  (feet)  COMP
 KX0426  MODELED GRAV-     980,045.8   (mgal)                       NAVD 88
 KX0426
 KX0426  VERT ORDER  -  FIRST     CLASS I
 KX0426
 KX0426.The horizontal coordinates were scaled from a topographic map and have
 KX0426.an estimated accuracy of +/- 6 seconds.
 KX0426
 KX0426.The orthometric height was determined by differential leveling
 KX0426.and adjusted by the National Geodetic Survey in June 1991..
 KX0426.WARNING-Repeat measurements at this control monument indicate possible
 KX0426.vertical movement.
 KX0426
 KX0426.The geoid height was determined by GEOID03.
 KX0426
 KX0426.The dynamic height is computed by dividing the NAVD 88
 KX0426.geopotential number by the normal gravity value computed on the
 KX0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0426.degrees latitude (g = 980.6199 gals.).
 KX0426
 KX0426.The modeled gravity was interpolated from observed gravity values.
 KX0426
 KX0426;                    North         East    Units  Estimated Accuracy
 KX0426;SPC PA S     -   119,950.      525,100.      MT  (+/- 180 meters Scaled)
 KX0426
 KX0426                          SUPERSEDED SURVEY CONTROL
 KX0426
 KX0426  NGVD 29 (??/??/92)  559.910  (m)         1836.97   (f) ADJ UNCH    1 1
 KX0426
 KX0426.Superseded values are not recommended for survey control.
 KX0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0426.See file dsdata.txt to determine how the superseded data were derived.
 KX0426
 KX0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE008759(NAD 83)
 KX0426_MARKER: DB = BENCH MARK DISK
 KX0426_SETTING: 66 = SET IN ROCK OUTCROP
 KX0426_SP_SET: ROCK CUT
 KX0426_STAMPING: K 122 1941
 KX0426_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX0426+STABILITY: POSITION/ELEVATION WELL
 KX0426
 KX0426  HISTORY     - Date     Condition        Report By
 KX0426  HISTORY     - 1941     MONUMENTED       CGS
 KX0426  HISTORY     - 1966     GOOD             NGS
 KX0426
 KX0426                          STATION DESCRIPTION
 KX0426
 KX0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0426'1.4 MI SW FROM LILLY.
 KX0426'ABOUT 1.45 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX0426'A FOOTBRIDGE OVER THE TRACKS AT LILLY, SET VERTICALLY IN THE
 KX0426'SOUTHEAST FACE OF A ROCK CUT, 234 FEET SOUTHWEST OF THE SOUTHWEST
 KX0426'END OF THE NORTHWEST CONCRETE HEAD WALL OF A BRIDGE FOR LITTLE
 KX0426'CONEMAUGH RIVER, 201 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 KX0426'CUT, 12.5 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST
 KX0426'TRACK AND 2 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0494 ***********************************************************************
 KX0494  DESIGNATION -  K 123
 KX0494  PID         -  KX0494
 KX0494  STATE/COUNTY-  PA/CAMBRIA
 KX0494  USGS QUAD   -  JOHNSTOWN (1981)
 KX0494
 KX0494                         *CURRENT SURVEY CONTROL
 KX0494  ___________________________________________________________________
 KX0494* NAD 83(1986)-  40 22 01.     (N)    078 57 26.     (W)     SCALED    
 KX0494* NAVD 88     -       349.450  (meters)    1146.49   (feet)  ADJUSTED  
 KX0494  ___________________________________________________________________
 KX0494  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KX0494  DYNAMIC HT  -         349.265 (meters)    1145.88  (feet)  COMP
 KX0494  MODELED GRAV-     980,084.9   (mgal)                       NAVD 88
 KX0494
 KX0494  VERT ORDER  -  FIRST     CLASS I
 KX0494
 KX0494.The horizontal coordinates were scaled from a topographic map and have
 KX0494.an estimated accuracy of +/- 6 seconds.
 KX0494
 KX0494.The orthometric height was determined by differential leveling
 KX0494.and adjusted by the National Geodetic Survey in June 1991..
 KX0494
 KX0494.The geoid height was determined by GEOID03.
 KX0494
 KX0494.The dynamic height is computed by dividing the NAVD 88
 KX0494.geopotential number by the normal gravity value computed on the
 KX0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0494.degrees latitude (g = 980.6199 gals.).
 KX0494
 KX0494.The modeled gravity was interpolated from observed gravity values.
 KX0494
 KX0494;                    North         East    Units  Estimated Accuracy
 KX0494;SPC PA S     -   115,470.      497,470.      MT  (+/- 180 meters Scaled)
 KX0494
 KX0494                          SUPERSEDED SURVEY CONTROL
 KX0494
 KX0494  NGVD 29 (??/??/92)  349.621  (m)         1147.05   (f) ADJ UNCH    1 1
 KX0494
 KX0494.Superseded values are not recommended for survey control.
 KX0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0494.See file dsdata.txt to determine how the superseded data were derived.
 KX0494
 KX0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE734704(NAD 83)
 KX0494_MARKER: DB = BENCH MARK DISK
 KX0494_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0494_SP_SET: BRIDGE BASE
 KX0494_STAMPING: K 123 1941
 KX0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0494
 KX0494  HISTORY     - Date     Condition        Report By
 KX0494  HISTORY     - 1941     MONUMENTED       CGS
 KX0494  HISTORY     - 1966     GOOD             NGS
 KX0494
 KX0494                          STATION DESCRIPTION
 KX0494
 KX0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0494'3.9 MI NW FROM JOHNSTOWN.
 KX0494'ABOUT 3.9 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX0494'THE STATION AT JOHNSTOWN, SET ON THE TOP OF THE NORTH CORNER
 KX0494'OF THE CONCRETE BASE FOR SIGNAL BRIDGE NO. 279-1, 58.5 FEET
 KX0494'WEST OF AND ACROSS ALL TRACKS FROM MILEPOST 279, 7.7 FEET
 KX0494'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTWEST TRACK, 2 FEET
 KX0494'ABOVE THE LEVEL OF THE GROUND AND 1 FOOT ABOVE THE LEVEL OF THE
 KX0494'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0997 ***********************************************************************
 KX0997  DESIGNATION -  K 124
 KX0997  PID         -  KX0997
 KX0997  STATE/COUNTY-  PA/WESTMORELAND
 KX0997  USGS QUAD   -  DERRY (1977)
 KX0997
 KX0997                         *CURRENT SURVEY CONTROL
 KX0997  ___________________________________________________________________
 KX0997* NAD 83(1986)-  40 22 18.     (N)    079 15 35.     (W)     SCALED    
 KX0997* NAVD 88     -       344.908  (meters)    1131.59   (feet)  ADJUSTED  
 KX0997  ___________________________________________________________________
 KX0997  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 KX0997  DYNAMIC HT  -         344.725 (meters)    1130.99  (feet)  COMP
 KX0997  MODELED GRAV-     980,086.2   (mgal)                       NAVD 88
 KX0997
 KX0997  VERT ORDER  -  FIRST     CLASS I
 KX0997
 KX0997.The horizontal coordinates were scaled from a topographic map and have
 KX0997.an estimated accuracy of +/- 6 seconds.
 KX0997
 KX0997.The orthometric height was determined by differential leveling
 KX0997.and adjusted by the National Geodetic Survey in June 1991..
 KX0997
 KX0997.The geoid height was determined by GEOID03.
 KX0997
 KX0997.The dynamic height is computed by dividing the NAVD 88
 KX0997.geopotential number by the normal gravity value computed on the
 KX0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0997.degrees latitude (g = 980.6199 gals.).
 KX0997
 KX0997.The modeled gravity was interpolated from observed gravity values.
 KX0997
 KX0997;                    North         East    Units  Estimated Accuracy
 KX0997;SPC PA S     -   116,390.      471,790.      MT  (+/- 180 meters Scaled)
 KX0997
 KX0997                          SUPERSEDED SURVEY CONTROL
 KX0997
 KX0997  NGVD 29 (??/??/92)  345.074  (m)         1132.13   (f) ADJ UNCH    1 1
 KX0997
 KX0997.Superseded values are not recommended for survey control.
 KX0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0997.See file dsdata.txt to determine how the superseded data were derived.
 KX0997
 KX0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE477704(NAD 83)
 KX0997_MARKER: DB = BENCH MARK DISK
 KX0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0997_STAMPING: K 124 1941
 KX0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0997+STABILITY: SURFACE MOTION
 KX0997
 KX0997  HISTORY     - Date     Condition        Report By
 KX0997  HISTORY     - 1941     MONUMENTED       CGS
 KX0997  HISTORY     - 1966     GOOD             NGS
 KX0997
 KX0997                          STATION DESCRIPTION
 KX0997
 KX0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0997'3.3 MI NE FROM DERRY.
 KX0997'3.3 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0997'STATE HIGHWAY 217 OVERPASS OVER THE TRACK, ALSO 3.7 MILES SOUTHWEST
 KX0997'OF A BLACK TOP ROAD OVERPASS OVER THE TRACK AT TORRANCE, ABOUT
 KX0997'0.1 MILE NORTHEAST OF MILEPOST 304 AT HILLSIDE, 91 FEET EAST OF
 KX0997'THE CENTER LINE OF A BLACK TOP ROAD CROSSING THE SOUTHEAST ONE
 KX0997'OF THREE TRACKS, 80 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 KX0997'SOUTHEAST ONE OF THREE TRACKS, 28 FEET NORTHEAST OF THE CENTER
 KX0997'LINE OF THE ROAD, 13 FEET SOUTHWEST OF A FIRE HYDRANT, ABOUT
 KX0997'LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KX0997'1-INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1213 ***********************************************************************
 KX1213  DESIGNATION -  K 125
 KX1213  PID         -  KX1213
 KX1213  STATE/COUNTY-  PA/WESTMORELAND
 KX1213  USGS QUAD   -  IRWIN (1979)
 KX1213
 KX1213                         *CURRENT SURVEY CONTROL
 KX1213  ___________________________________________________________________
 KX1213* NAD 83(1986)-  40 19 52.     (N)    079 37 34.     (W)     SCALED    
 KX1213* NAVD 88     -       305.908  (meters)    1003.63   (feet)  ADJUSTED  
 KX1213  ___________________________________________________________________
 KX1213  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KX1213  DYNAMIC HT  -         305.743 (meters)    1003.09  (feet)  COMP
 KX1213  MODELED GRAV-     980,079.3   (mgal)                       NAVD 88
 KX1213
 KX1213  VERT ORDER  -  FIRST     CLASS I
 KX1213
 KX1213.The horizontal coordinates were scaled from a topographic map and have
 KX1213.an estimated accuracy of +/- 6 seconds.
 KX1213
 KX1213.The orthometric height was determined by differential leveling
 KX1213.and adjusted by the National Geodetic Survey in June 1991..
 KX1213
 KX1213.The geoid height was determined by GEOID03.
 KX1213
 KX1213.The dynamic height is computed by dividing the NAVD 88
 KX1213.geopotential number by the normal gravity value computed on the
 KX1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1213.degrees latitude (g = 980.6199 gals.).
 KX1213
 KX1213.The modeled gravity was interpolated from observed gravity values.
 KX1213
 KX1213;                    North         East    Units  Estimated Accuracy
 KX1213;SPC PA S     -   112,480.      440,590.      MT  (+/- 180 meters Scaled)
 KX1213
 KX1213                          SUPERSEDED SURVEY CONTROL
 KX1213
 KX1213  NGVD 29 (??/??/92)  306.072  (m)         1004.17   (f) ADJ UNCH    1 1
 KX1213
 KX1213.Superseded values are not recommended for survey control.
 KX1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1213.See file dsdata.txt to determine how the superseded data were derived.
 KX1213
 KX1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE167654(NAD 83)
 KX1213_MARKER: DB = BENCH MARK DISK
 KX1213_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1213_SP_SET: OVERPASS HEADWALL
 KX1213_STAMPING: K 125 1941
 KX1213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1213
 KX1213  HISTORY     - Date     Condition        Report By
 KX1213  HISTORY     - 1941     MONUMENTED       CGS
 KX1213  HISTORY     - 1966     GOOD             NGS
 KX1213  HISTORY     - 20010709 GOOD             PADT
 KX1213
 KX1213                          STATION DESCRIPTION
 KX1213
 KX1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX1213'0.7 MI W FROM JEANNETTE.
 KX1213'ABOUT 0.7 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1213'STATION AT JEANNETTE, ABOUT 8 RAILS EAST OF MILEPOST NO. 327, SET
 KX1213'IN THE TOP OF THE EAST END OF THE SOUTH STONE HEADWALL TO THE
 KX1213'RAILROAD OVERPASS OVER SOUTH 13TH STREET, 23.3 FEET SOUTH OF THE
 KX1213'SOUTH RAIL OF THE SOUTH ONE OF 4 TRACKS, 1 FOOT WEST OF THE EAST
 KX1213'END OF THE HEADWALL AND 3 FEET BELOW LEVEL OF TRACK.
 KX1213
 KX1213                          STATION RECOVERY (2001)
 KX1213
 KX1213'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DP)
 KX1213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0457 ***********************************************************************
 JW0457  DESIGNATION -  K 126
 JW0457  PID         -  JW0457
 JW0457  STATE/COUNTY-  PA/SOMERSET
 JW0457  USGS QUAD   -  WITTENBERG (1977)
 JW0457
 JW0457                         *CURRENT SURVEY CONTROL
 JW0457  ___________________________________________________________________
 JW0457* NAD 83(1986)-  39 48 42.     (N)    078 53 02.     (W)     SCALED    
 JW0457* NAVD 88     -       542.818  (meters)    1780.90   (feet)  ADJUSTED  
 JW0457  ___________________________________________________________________
 JW0457  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 JW0457  DYNAMIC HT  -         542.463 (meters)    1779.73  (feet)  COMP
 JW0457  MODELED GRAV-     979,956.0   (mgal)                       NAVD 88
 JW0457
 JW0457  VERT ORDER  -  FIRST     CLASS II
 JW0457
 JW0457.The horizontal coordinates were scaled from a topographic map and have
 JW0457.an estimated accuracy of +/- 6 seconds.
 JW0457
 JW0457.The orthometric height was determined by differential leveling
 JW0457.and adjusted by the National Geodetic Survey in June 1991..
 JW0457
 JW0457.The geoid height was determined by GEOID03.
 JW0457
 JW0457.The dynamic height is computed by dividing the NAVD 88
 JW0457.geopotential number by the normal gravity value computed on the
 JW0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0457.degrees latitude (g = 980.6199 gals.).
 JW0457
 JW0457.The modeled gravity was interpolated from observed gravity values.
 JW0457
 JW0457;                    North         East    Units  Estimated Accuracy
 JW0457;SPC PA S     -    53,740.      502,910.      MT  (+/- 180 meters Scaled)
 JW0457
 JW0457                          SUPERSEDED SURVEY CONTROL
 JW0457
 JW0457  NGVD 29 (??/??/92)  542.927  (m)         1781.25   (f) ADJ UNCH    1 2
 JW0457
 JW0457.Superseded values are not recommended for survey control.
 JW0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0457.See file dsdata.txt to determine how the superseded data were derived.
 JW0457
 JW0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE811089(NAD 83)
 JW0457_MARKER: DB = BENCH MARK DISK
 JW0457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0457_SP_SET: BATTERY BOX
 JW0457_STAMPING: K 126 1941
 JW0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0457
 JW0457  HISTORY     - Date     Condition        Report By
 JW0457  HISTORY     - 1941     MONUMENTED       CGS
 JW0457  HISTORY     - 1967     MARK NOT FOUND   USGS
 JW0457
 JW0457                          STATION DESCRIPTION
 JW0457
 JW0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0457'2.7 MI SW FROM GLENCOE.
 JW0457'2.7 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0457'GLENCOE, SOMERSET COUNTY, AT BLOCK SIGNAL W 204.05, IN THE
 JW0457'SOUTHWEST CORNER OF THE CONCRETE BATTERY BOX, 9.5 FEET NORTH OF
 JW0457'THE NORTH RAIL OF THE WEST BOUND TRACK, AND 3.6 FEET EAST OF THE
 JW0457'EAST EDGE OF THE SIGNAL TOWER.  A STANDARD DISK, STAMPED K 126
 JW0457'1941.
 JW0457
 JW0457                          STATION RECOVERY (1967)
 JW0457
 JW0457'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JW0457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0554 ***********************************************************************
 JW0554  DESIGNATION -  K 127
 JW0554  PID         -  JW0554
 JW0554  STATE/COUNTY-  PA/SOMERSET
 JW0554  USGS QUAD   -  ROCKWOOD (1981)
 JW0554
 JW0554                         *CURRENT SURVEY CONTROL
 JW0554  ___________________________________________________________________
 JW0554* NAD 83(1986)-  39 52 58.     (N)    079 13 46.     (W)     SCALED    
 JW0554* NAVD 88     -       522.549  (meters)    1714.40   (feet)  ADJUSTED  
 JW0554  ___________________________________________________________________
 JW0554  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JW0554  DYNAMIC HT  -         522.219 (meters)    1713.31  (feet)  COMP
 JW0554  MODELED GRAV-     979,978.4   (mgal)                       NAVD 88
 JW0554
 JW0554  VERT ORDER  -  FIRST     CLASS II
 JW0554
 JW0554.The horizontal coordinates were scaled from a topographic map and have
 JW0554.an estimated accuracy of +/- 6 seconds.
 JW0554
 JW0554.The orthometric height was determined by differential leveling
 JW0554.and adjusted by the National Geodetic Survey in June 1991..
 JW0554
 JW0554.The geoid height was determined by GEOID03.
 JW0554
 JW0554.The dynamic height is computed by dividing the NAVD 88
 JW0554.geopotential number by the normal gravity value computed on the
 JW0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0554.degrees latitude (g = 980.6199 gals.).
 JW0554
 JW0554.The modeled gravity was interpolated from observed gravity values.
 JW0554
 JW0554;                    North         East    Units  Estimated Accuracy
 JW0554;SPC PA S     -    62,070.      473,450.      MT  (+/- 180 meters Scaled)
 JW0554
 JW0554                          SUPERSEDED SURVEY CONTROL
 JW0554
 JW0554  NGVD 29 (??/??/92)  522.663  (m)         1714.77   (f) ADJ UNCH    1 2
 JW0554
 JW0554.Superseded values are not recommended for survey control.
 JW0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0554.See file dsdata.txt to determine how the superseded data were derived.
 JW0554
 JW0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE513162(NAD 83)
 JW0554_MARKER: DB = BENCH MARK DISK
 JW0554_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0554_SP_SET: STEP
 JW0554_STAMPING: K 127 1941
 JW0554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0554
 JW0554  HISTORY     - Date     Condition        Report By
 JW0554  HISTORY     - 1941     MONUMENTED       CGS
 JW0554
 JW0554                          STATION DESCRIPTION
 JW0554
 JW0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0554'1.1 MI SW FROM CASSELMAN.
 JW0554'1.1 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0554'STATION AT CASSELMAN, SOMERSET COUNTY, AT BRIDGE NO. 38, AT THE
 JW0554'SOUTH CORNER OF THE SOUTHWEST ABUTMENT, IN THE SECOND STEP FROM
 JW0554'THE TOP, 2 FEET SOUTHWEST OF THE NORTHEAST EDGE, 1.3 FEET NORTHWEST
 JW0554'OF THE SOUTHEAST EDGE, AND 5 FEET BELOW THE TRACK.  A STANDARD
 JW0554'DISK, STAMPED K 127 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0595 ***********************************************************************
 JW0595  DESIGNATION -  K 128
 JW0595  PID         -  JW0595
 JW0595  STATE/COUNTY-  PA/FAYETTE
 JW0595  USGS QUAD   -  MILL RUN (1980)
 JW0595
 JW0595                         *CURRENT SURVEY CONTROL
 JW0595  ___________________________________________________________________
 JW0595* NAD 83(1986)-  39 56 58.     (N)    079 29 31.     (W)     SCALED    
 JW0595* NAVD 88     -       312.742  (meters)    1026.05   (feet)  ADJUSTED  
 JW0595  ___________________________________________________________________
 JW0595  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JW0595  DYNAMIC HT  -         312.555 (meters)    1025.44  (feet)  COMP
 JW0595  MODELED GRAV-     980,018.5   (mgal)                       NAVD 88
 JW0595
 JW0595  VERT ORDER  -  FIRST     CLASS II
 JW0595
 JW0595.The horizontal coordinates were scaled from a topographic map and have
 JW0595.an estimated accuracy of +/- 6 seconds.
 JW0595
 JW0595.The orthometric height was determined by differential leveling
 JW0595.and adjusted by the National Geodetic Survey in June 1991..
 JW0595
 JW0595.The geoid height was determined by GEOID03.
 JW0595
 JW0595.The dynamic height is computed by dividing the NAVD 88
 JW0595.geopotential number by the normal gravity value computed on the
 JW0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0595.degrees latitude (g = 980.6199 gals.).
 JW0595
 JW0595.The modeled gravity was interpolated from observed gravity values.
 JW0595
 JW0595;                    North         East    Units  Estimated Accuracy
 JW0595;SPC PA S     -    69,880.      451,150.      MT  (+/- 180 meters Scaled)
 JW0595
 JW0595                          SUPERSEDED SURVEY CONTROL
 JW0595
 JW0595  NGVD 29 (??/??/92)  312.905  (m)         1026.59   (f) ADJ UNCH    1 2
 JW0595
 JW0595.Superseded values are not recommended for survey control.
 JW0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0595.See file dsdata.txt to determine how the superseded data were derived.
 JW0595
 JW0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE288232(NAD 83)
 JW0595_MARKER: DB = BENCH MARK DISK
 JW0595_SETTING: 80 = SET IN A BOULDER
 JW0595_SP_SET: BOULDER
 JW0595_STAMPING: K 128 1941
 JW0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0595+STABILITY: SURFACE MOTION
 JW0595
 JW0595  HISTORY     - Date     Condition        Report By
 JW0595  HISTORY     - 1941     MONUMENTED       CGS
 JW0595
 JW0595                          STATION DESCRIPTION
 JW0595
 JW0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0595'7.3 MI NW FROM OHIOPYLE.
 JW0595'7.3 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0595'THE STATION AT OHIOPYLE, FAYETTE COUNTY, 140 FEET WEST OF MILEPOST
 JW0595'261, AT THE SOUTHEAST END OF A CURVE, 20.6 FEET SOUTHWEST OF THE
 JW0595'SOUTHWEST RAIL OF THE EAST BOUND TRACK, AND IN THE TOP OF A
 JW0595'BOULDER.  A STANDARD DISK, STAMPED K 128 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1343 ***********************************************************************
 KX1343  DESIGNATION -  K 129
 KX1343  PID         -  KX1343
 KX1343  STATE/COUNTY-  PA/FAYETTE
 KX1343  USGS QUAD   -  DAWSON (1977)
 KX1343
 KX1343                         *CURRENT SURVEY CONTROL
 KX1343  ___________________________________________________________________
 KX1343* NAD 83(1986)-  40 04 26.     (N)    079 43 31.     (W)     SCALED    
 KX1343* NAVD 88     -       250.970  (meters)     823.39   (feet)  ADJUSTED  
 KX1343  ___________________________________________________________________
 KX1343  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KX1343  DYNAMIC HT  -         250.831 (meters)     822.93  (feet)  COMP
 KX1343  MODELED GRAV-     980,067.1   (mgal)                       NAVD 88
 KX1343
 KX1343  VERT ORDER  -  FIRST     CLASS II
 KX1343
 KX1343.The horizontal coordinates were scaled from a topographic map and have
 KX1343.an estimated accuracy of +/- 6 seconds.
 KX1343
 KX1343.The orthometric height was determined by differential leveling
 KX1343.and adjusted by the National Geodetic Survey in June 1991..
 KX1343
 KX1343.The geoid height was determined by GEOID03.
 KX1343
 KX1343.The dynamic height is computed by dividing the NAVD 88
 KX1343.geopotential number by the normal gravity value computed on the
 KX1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1343.degrees latitude (g = 980.6199 gals.).
 KX1343
 KX1343.The modeled gravity was interpolated from observed gravity values.
 KX1343
 KX1343;                    North         East    Units  Estimated Accuracy
 KX1343;SPC PA S     -    84,110.      431,520.      MT  (+/- 180 meters Scaled)
 KX1343
 KX1343                          SUPERSEDED SURVEY CONTROL
 KX1343
 KX1343  NGVD 29 (??/??/92)  251.155  (m)          824.00   (f) ADJ UNCH    1 2
 KX1343
 KX1343.Superseded values are not recommended for survey control.
 KX1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1343.See file dsdata.txt to determine how the superseded data were derived.
 KX1343
 KX1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE086367(NAD 83)
 KX1343_MARKER: DB = BENCH MARK DISK
 KX1343_SETTING: 66 = SET IN ROCK OUTCROP
 KX1343_SP_SET: ROCK OUTCROP
 KX1343_STAMPING: K 129 1941
 KX1343_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX1343+STABILITY: POSITION/ELEVATION WELL
 KX1343
 KX1343  HISTORY     - Date     Condition        Report By
 KX1343  HISTORY     - 1941     MONUMENTED       CGS
 KX1343
 KX1343                          STATION DESCRIPTION
 KX1343
 KX1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1343'10.7 MI NW FROM CONNELLSVILLE.
 KX1343'10.7 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KX1343'THE STATION AT CONNELLSVILLE, FAYETTE COUNTY, 8 RAILS SOUTH
 KX1343'OF MILEPOST 281, AT THE MIDDLE OF A LONG CURVE, 8 FEET EAST OF
 KX1343'THE EAST RAIL OF THE WEST BOUND TRACK, AND IN THE TOP OF ROCK
 KX1343'OUTCROP.  A STANDARD DISK, STAMPED K 129 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0018 ***********************************************************************
 ND0018  DESIGNATION -  K 13
 ND0018  PID         -  ND0018
 ND0018  STATE/COUNTY-  PA/ERIE
 ND0018  USGS QUAD   -  SWANVILLE (1990)
 ND0018
 ND0018                         *CURRENT SURVEY CONTROL
 ND0018  ___________________________________________________________________
 ND0018* NAD 83(1986)-  42 04 06.     (N)    080 12 05.     (W)     SCALED    
 ND0018* NAVD 88     -       224.961  (meters)     738.06   (feet)  ADJUSTED  
 ND0018  ___________________________________________________________________
 ND0018  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 ND0018  DYNAMIC HT  -         224.880 (meters)     737.79  (feet)  COMP
 ND0018  MODELED GRAV-     980,257.2   (mgal)                       NAVD 88
 ND0018
 ND0018  VERT ORDER  -  FIRST     CLASS II
 ND0018
 ND0018.The horizontal coordinates were scaled from a topographic map and have
 ND0018.an estimated accuracy of +/- 6 seconds.
 ND0018
 ND0018.The orthometric height was determined by differential leveling
 ND0018.and adjusted by the National Geodetic Survey in June 1991..
 ND0018
 ND0018.The geoid height was determined by GEOID03.
 ND0018
 ND0018.The dynamic height is computed by dividing the NAVD 88
 ND0018.geopotential number by the normal gravity value computed on the
 ND0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0018.degrees latitude (g = 980.6199 gals.).
 ND0018
 ND0018.The modeled gravity was interpolated from observed gravity values.
 ND0018
 ND0018;                    North         East    Units  Estimated Accuracy
 ND0018;SPC PA N     -   214,070.      397,140.      MT  (+/- 180 meters Scaled)
 ND0018
 ND0018                          SUPERSEDED SURVEY CONTROL
 ND0018
 ND0018  NGVD 29 (??/??/92)  225.148  (m)          738.67   (f) ADJ UNCH    1 2
 ND0018
 ND0018.Superseded values are not recommended for survey control.
 ND0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0018.See file dsdata.txt to determine how the superseded data were derived.
 ND0018
 ND0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG660576(NAD 83)
 ND0018_MARKER: DB = BENCH MARK DISK
 ND0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ND0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ND0018_STAMPING: K 13 1934
 ND0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ND0018+STABILITY: SURFACE MOTION
 ND0018
 ND0018  HISTORY     - Date     Condition        Report By
 ND0018  HISTORY     - 1934     MONUMENTED       CGS
 ND0018  HISTORY     - 1961     GOOD             NGS
 ND0018  HISTORY     - 1981     MARK NOT FOUND   NGS
 ND0018
 ND0018                          STATION DESCRIPTION
 ND0018
 ND0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 ND0018'3.8 MI E FROM FAIRVIEW.
 ND0018'3.8 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION
 ND0018'AT FAIRVIEW, ERIE COUNTY, AT THE CROSSING OF TOWNLINE ROAD, 30 FEET
 ND0018'EAST OF THE CENTERLINE OF THE ROAD, 17.7 FEET NORTH OF THE NORTH RAIL
 ND0018'OF THE NORTH TRACK, AND LEVEL WITH THE TOP OF THE RAIL. A STANDARD
 ND0018'DISK, STAMPED K 13 1934 AND SET IN THE TOP OF A CONCRETE POST.
 ND0018
 ND0018                          STATION RECOVERY (1981)
 ND0018
 ND0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 ND0018'NOT RECOVERED, THE LOCATION IS NOW A CRUSHED ROCK ACCESS ROAD ALONG
 ND0018'THE RAILROAD, BELIEVED COVERED OVER OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1287 ***********************************************************************
 KX1287  DESIGNATION -  K 132
 KX1287  PID         -  KX1287
 KX1287  STATE/COUNTY-  PA/WASHINGTON
 KX1287  USGS QUAD   -  FAYETTE CITY (1979)
 KX1287
 KX1287                         *CURRENT SURVEY CONTROL
 KX1287  ___________________________________________________________________
 KX1287* NAD 83(1986)-  40 04 46.     (N)    079 51 56.     (W)     SCALED    
 KX1287* NAVD 88     -       233.610  (meters)     766.44   (feet)  ADJUSTED  
 KX1287  ___________________________________________________________________
 KX1287  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 KX1287  DYNAMIC HT  -         233.481 (meters)     766.01  (feet)  COMP
 KX1287  MODELED GRAV-     980,069.4   (mgal)                       NAVD 88
 KX1287
 KX1287  VERT ORDER  -  FIRST     CLASS II
 KX1287
 KX1287.The horizontal coordinates were scaled from a topographic map and have
 KX1287.an estimated accuracy of +/- 6 seconds.
 KX1287
 KX1287.The orthometric height was determined by differential leveling
 KX1287.and adjusted by the National Geodetic Survey in June 1991..
 KX1287
 KX1287.The geoid height was determined by GEOID03.
 KX1287
 KX1287.The dynamic height is computed by dividing the NAVD 88
 KX1287.geopotential number by the normal gravity value computed on the
 KX1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1287.degrees latitude (g = 980.6199 gals.).
 KX1287
 KX1287.The modeled gravity was interpolated from observed gravity values.
 KX1287
 KX1287;                    North         East    Units  Estimated Accuracy
 KX1287;SPC PA S     -    85,010.      419,580.      MT  (+/- 180 meters Scaled)
 KX1287
 KX1287                          SUPERSEDED SURVEY CONTROL
 KX1287
 KX1287  NGVD 29 (??/??/92)  233.796  (m)          767.05   (f) ADJ UNCH    1 2
 KX1287
 KX1287.Superseded values are not recommended for survey control.
 KX1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1287.See file dsdata.txt to determine how the superseded data were derived.
 KX1287
 KX1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE967371(NAD 83)
 KX1287_MARKER: DB = BENCH MARK DISK
 KX1287_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1287_SP_SET: FOUNDATION
 KX1287_STAMPING: K 132 1941
 KX1287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1287
 KX1287  HISTORY     - Date     Condition        Report By
 KX1287  HISTORY     - 1941     MONUMENTED       CGS
 KX1287  HISTORY     - 1967     GOOD             NGS
 KX1287  HISTORY     - 1983     MARK NOT FOUND   NGS
 KX1287
 KX1287                          STATION DESCRIPTION
 KX1287
 KX1287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX1287'3.2 MI N FROM CALIFORNIA.
 KX1287'3.2 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1287'STATION AT CALIFORNIA, AT ROSCOE, SET IN AN OLD CONCRETE
 KX1287'FOUNDATION AT STATION, 23.6 FEET NORTH OF THE NORTH RAIL OF
 KX1287'THE NORTH TRACK, 38 FEET WEST OF THE SOUTHWEST CORNER OF THE
 KX1287'STATION SHED, 45.8 FEET EAST OF THE SOUTHEAST CORNER OF THE
 KX1287'CONCRETE BUMPER POST, SET FLUSH WITH THE GROUND.
 KX1287
 KX1287                          STATION RECOVERY (1983)
 KX1287
 KX1287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1287'NOT RECOVERED, CONSIDERED DESTROYED AS THE SMALL STATION HAS BEEN TORN
 KX1287'DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2438 ***********************************************************************
 KX2438  DESIGNATION -  K 133 SHANK
 KX2438  PID         -  KX2438
 KX2438  STATE/COUNTY-  PA/ALLEGHENY
 KX2438  USGS QUAD   -  GLASSPORT (1988)
 KX2438
 KX2438                         *CURRENT SURVEY CONTROL
 KX2438  ___________________________________________________________________
 KX2438* NAD 83(1986)-  40 18 08.     (N)    079 52 38.     (W)     SCALED    
 KX2438* NAVD 88     -       230.553  (meters)     756.41   (feet)  ADJUSTED  
 KX2438  ___________________________________________________________________
 KX2438  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 KX2438  DYNAMIC HT  -         230.430 (meters)     756.00  (feet)  COMP
 KX2438  MODELED GRAV-     980,088.3   (mgal)                       NAVD 88
 KX2438
 KX2438  VERT ORDER  -  SECOND    CLASS I
 KX2438
 KX2438.The horizontal coordinates were scaled from a topographic map and have
 KX2438.an estimated accuracy of +/- 6 seconds.
 KX2438
 KX2438.The orthometric height was determined by differential leveling
 KX2438.and adjusted by the National Geodetic Survey in September 1994..
 KX2438
 KX2438.The geoid height was determined by GEOID03.
 KX2438
 KX2438.The dynamic height is computed by dividing the NAVD 88
 KX2438.geopotential number by the normal gravity value computed on the
 KX2438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX2438.degrees latitude (g = 980.6199 gals.).
 KX2438
 KX2438.The modeled gravity was interpolated from observed gravity values.
 KX2438
 KX2438;                    North         East    Units  Estimated Accuracy
 KX2438;SPC PA S     -   109,760.      419,180.      MT  (+/- 180 meters Scaled)
 KX2438
 KX2438                          SUPERSEDED SURVEY CONTROL
 KX2438
 KX2438.No superseded survey control is available for this station.
 KX2438
 KX2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE954619(NAD 83)
 KX2438_MARKER: X = CHISELED CROSS
 KX2438_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KX2438_SP_SET: RAILROAD BRIDGE PIER
 KX2438_MARK LOGO: NONE  
 KX2438_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX2438
 KX2438  HISTORY     - Date     Condition        Report By
 KX2438  HISTORY     - 1989     MONUMENTED       HARTMN
 KX2438
 KX2438                          STATION DESCRIPTION
 KX2438
 KX2438'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 KX2438'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 20.2, AT CLAIRTON,
 KX2438'IN THE PETERS CREEK VALLEY, 0.7 MI (1.1 KM) NORTH ALONG THE
 KX2438'PENNSYLVANIA RAILROAD FROM THE FORMER STATION AT CLAIRTON, AT THE
 KX2438'OVERHEAD CROSSING OF THE UNION RAILROAD, IN THE EAST FACE AT THE
 KX2438'NORTH END OF THE FIRST PIER EAST OF THE WEST ABUTMENT, 2.8 FT
 KX2438'(0.9 MT) SOUTH OF THE NORTHEAST CORNER OF THE PIER, 19.5 FT (5.9 MT)
 KX2438'WEST OF THE WEST RAIL OF THE WEST TRACK, AND ABOUT 5 FT (1.5 MT) ABOVE
 KX2438'THE TRACK.  THE MARK WHICH WAS SET VERTICALLY HAS BEEN VANDALIZED,
 KX2438'AND ONLY THE SHANK OF THE DISK REMAINS.  A CROSS CUT WAS SET IN THE
 KX2438'SHANK AND THE ELEVATION TAKEN TO THAT POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1553 ***********************************************************************
 KX1553  DESIGNATION -  K 134
 KX1553  PID         -  KX1553
 KX1553  STATE/COUNTY-  PA/ARMSTRONG
 KX1553  USGS QUAD   -  FREEPORT (1993)
 KX1553
 KX1553                         *CURRENT SURVEY CONTROL
 KX1553  ___________________________________________________________________
 KX1553* NAD 83(1986)-  40 40 59.     (N)    079 39 53.     (W)     SCALED    
 KX1553* NAVD 88     -       236.337  (meters)     775.38   (feet)  ADJUSTED  
 KX1553  ___________________________________________________________________
 KX1553  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 KX1553  DYNAMIC HT  -         236.220 (meters)     775.00  (feet)  COMP
 KX1553  MODELED GRAV-     980,123.6   (mgal)                       NAVD 88
 KX1553
 KX1553  VERT ORDER  -  FIRST     CLASS II
 KX1553
 KX1553.The horizontal coordinates were scaled from a topographic map and have
 KX1553.an estimated accuracy of +/- 6 seconds.
 KX1553
 KX1553.The orthometric height was determined by differential leveling
 KX1553.and adjusted by the National Geodetic Survey in June 1991..
 KX1553
 KX1553.The geoid height was determined by GEOID03.
 KX1553
 KX1553.The dynamic height is computed by dividing the NAVD 88
 KX1553.geopotential number by the normal gravity value computed on the
 KX1553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1553.degrees latitude (g = 980.6199 gals.).
 KX1553
 KX1553.The modeled gravity was interpolated from observed gravity values.
 KX1553
 KX1553;                    North         East    Units  Estimated Accuracy
 KX1553;SPC PA S     -   151,620.      438,150.      MT  (+/- 180 meters Scaled)
 KX1553
 KX1553                          SUPERSEDED SURVEY CONTROL
 KX1553
 KX1553  NGVD 29 (??/??/92)  236.515  (m)          775.97   (f) ADJ UNCH    1 2
 KX1553
 KX1553.Superseded values are not recommended for survey control.
 KX1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1553.See file dsdata.txt to determine how the superseded data were derived.
 KX1553
 KX1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF128044(NAD 83)
 KX1553_MARKER: DB = BENCH MARK DISK
 KX1553_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1553_SP_SET: ABUTMENT
 KX1553_STAMPING: K 134 1941
 KX1553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1553
 KX1553  HISTORY     - Date     Condition        Report By
 KX1553  HISTORY     - 1941     MONUMENTED       CGS
 KX1553  HISTORY     - 1973     GOOD             USE
 KX1553
 KX1553                          STATION DESCRIPTION
 KX1553
 KX1553'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1553'AT SCHENLEY.
 KX1553'AT SCHENLEY, ARMSTRONG COUNTY, AT DAM 6, IN THE TOP OF THE
 KX1553'UPSTREAM END OF A CONCRETE RETAINING WALL ON THE LEFT BANK
 KX1553'ABUTMENT, 21 FEET UPSTREAM FROM THE CRESTLINE, 41 FEET LANDWARD
 KX1553'OF THE RIVER EDGE OF THE ABUTMENT, AND 6 FEET HIGHER THAN THE
 KX1553'SURFACE OF THE ABUTMENT.  A STANDARD DISK, STAMPED K 134
 KX1553'1941.  NOTE-- DAM 6 IS INCORRECT - IT IS AT DAM 5.
 KX1553
 KX1553                          STATION RECOVERY (1973)
 KX1553
 KX1553'RECOVERY NOTE BY US ENGINEERS 1973
 KX1553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1490 ***********************************************************************
 KX1490  DESIGNATION -  K 136
 KX1490  PID         -  KX1490
 KX1490  STATE/COUNTY-  PA/ALLEGHENY
 KX1490  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1490
 KX1490                         *CURRENT SURVEY CONTROL
 KX1490  ___________________________________________________________________
 KX1490* NAD 83(1986)-  40 28 03.     (N)    079 54 27.     (W)     SCALED    
 KX1490* NAVD 88     -       269.482  (meters)     884.13   (feet)  ADJUSTED  
 KX1490  ___________________________________________________________________
 KX1490  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 KX1490  DYNAMIC HT  -         269.344 (meters)     883.67  (feet)  COMP
 KX1490  MODELED GRAV-     980,106.0   (mgal)                       NAVD 88
 KX1490
 KX1490  VERT ORDER  -  FIRST     CLASS II
 KX1490
 KX1490.The horizontal coordinates were scaled from a topographic map and have
 KX1490.an estimated accuracy of +/- 6 seconds.
 KX1490
 KX1490.The orthometric height was determined by differential leveling
 KX1490.and adjusted by the National Geodetic Survey in June 1991..
 KX1490
 KX1490.The geoid height was determined by GEOID03.
 KX1490
 KX1490.The dynamic height is computed by dividing the NAVD 88
 KX1490.geopotential number by the normal gravity value computed on the
 KX1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1490.degrees latitude (g = 980.6199 gals.).
 KX1490
 KX1490.The modeled gravity was interpolated from observed gravity values.
 KX1490
 KX1490;                    North         East    Units  Estimated Accuracy
 KX1490;SPC PA S     -   128,170.      417,050.      MT  (+/- 180 meters Scaled)
 KX1490
 KX1490                          SUPERSEDED SURVEY CONTROL
 KX1490
 KX1490  NGVD 29 (??/??/92)  269.643  (m)          884.65   (f) ADJ UNCH    1 2
 KX1490
 KX1490.Superseded values are not recommended for survey control.
 KX1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1490.See file dsdata.txt to determine how the superseded data were derived.
 KX1490
 KX1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE926802(NAD 83)
 KX1490_MARKER: DB = BENCH MARK DISK
 KX1490_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1490_SP_SET: ABUTMENT
 KX1490_STAMPING: K 136 1941
 KX1490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1490
 KX1490  HISTORY     - Date     Condition        Report By
 KX1490  HISTORY     - 1941     MONUMENTED       CGS
 KX1490
 KX1490                          STATION DESCRIPTION
 KX1490
 KX1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1490'AT PITTSBURGH.
 KX1490'AT PITTSBURGH, ALLEGHENY COUNTY, ABOUT 5.1 MILES NORTHEAST OF THE
 KX1490'PENNSYLVANIA RAILROAD STATION, AT THE LARIMER STREET CROSSING
 KX1490'OVER THE BRILLIANT BRANCH, IN THE WEST FACE OF THE EAST STONE
 KX1490'OF THE EAST RAIL, AND ABOUT 2 FEET HIGHER THAN THE TOP OF THE
 KX1490'RAIL.  A STANDARD DISK, STAMPED K 136 1941 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1040 ***********************************************************************
 KX1040  DESIGNATION -  K 137
 KX1040  PID         -  KX1040
 KX1040  STATE/COUNTY-  PA/INDIANA
 KX1040  USGS QUAD   -  SALTSBURG (1973)
 KX1040
 KX1040                         *CURRENT SURVEY CONTROL
 KX1040  ___________________________________________________________________
 KX1040* NAD 83(1986)-  40 29 17.     (N)    079 26 13.     (W)     SCALED    
 KX1040* NAVD 88     -       263.012  (meters)     862.90   (feet)  ADJUSTED  
 KX1040  ___________________________________________________________________
 KX1040  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KX1040  DYNAMIC HT  -         262.877 (meters)     862.46  (feet)  COMP
 KX1040  MODELED GRAV-     980,105.1   (mgal)                       NAVD 88
 KX1040
 KX1040  VERT ORDER  -  FIRST     CLASS II
 KX1040
 KX1040.The horizontal coordinates were scaled from a topographic map and have
 KX1040.an estimated accuracy of +/- 6 seconds.
 KX1040
 KX1040.The orthometric height was determined by differential leveling
 KX1040.and adjusted by the National Geodetic Survey in June 1991..
 KX1040
 KX1040.The geoid height was determined by GEOID03.
 KX1040
 KX1040.The dynamic height is computed by dividing the NAVD 88
 KX1040.geopotential number by the normal gravity value computed on the
 KX1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1040.degrees latitude (g = 980.6199 gals.).
 KX1040
 KX1040.The modeled gravity was interpolated from observed gravity values.
 KX1040
 KX1040;                    North         East    Units  Estimated Accuracy
 KX1040;SPC PA S     -   129,580.      456,990.      MT  (+/- 180 meters Scaled)
 KX1040
 KX1040                          SUPERSEDED SURVEY CONTROL
 KX1040
 KX1040  NGVD 29 (??/??/92)  263.192  (m)          863.49   (f) ADJ UNCH    1 2
 KX1040
 KX1040.Superseded values are not recommended for survey control.
 KX1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1040.See file dsdata.txt to determine how the superseded data were derived.
 KX1040
 KX1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE324831(NAD 83)
 KX1040_MARKER: DB = BENCH MARK DISK
 KX1040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1040_SP_SET: SIGNAL BASE
 KX1040_STAMPING: K 137 1941
 KX1040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1040
 KX1040  HISTORY     - Date     Condition        Report By
 KX1040  HISTORY     - 1941     MONUMENTED       CGS
 KX1040
 KX1040                          STATION DESCRIPTION
 KX1040
 KX1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1040'14.7 MI NW FROM TORRANCE.
 KX1040'IN INDIANA COUNTY, ABOUT 14.7 MILES NORTHWEST ALONG THE PENNSYLVANIA
 KX1040'RAILROAD FROM TORRANCE, WESTMORELAND COUNTY, ABOUT 1 MILE
 KX1040'WEST OF WHITE, ABOUT 3,000 FEET UPSTREAM FROM MILEPOST 22, IN
 KX1040'THE TOP OF AN ABANDONED SIGNAL BASE, 400 FEET DOWNSTREAM FROM A
 KX1040'POINT DIRECTLY ACROSS THE RIVER FROM A LARGE COAL CO. BUILDING AT
 KX1040'MOWEEN, 8.2 FEET SOUTH OF THE SOUTH RAIL, AND 0.4 FOOT LOWER
 KX1040'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED K 137 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1231 ***********************************************************************
 MA1231  DESIGNATION -  K 138
 MA1231  PID         -  MA1231
 MA1231  STATE/COUNTY-  PA/VENANGO
 MA1231  USGS QUAD   -  EAU CLAIRE (1979)
 MA1231
 MA1231                         *CURRENT SURVEY CONTROL
 MA1231  ___________________________________________________________________
 MA1231* NAD 83(1986)-  41 14 07.     (N)    079 46 50.     (W)     SCALED    
 MA1231* NAVD 88     -       284.146  (meters)     932.24   (feet)  ADJUSTED  
 MA1231  ___________________________________________________________________
 MA1231  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 MA1231  DYNAMIC HT  -         284.014 (meters)     931.80  (feet)  COMP
 MA1231  MODELED GRAV-     980,151.7   (mgal)                       NAVD 88
 MA1231
 MA1231  VERT ORDER  -  FIRST     CLASS II
 MA1231
 MA1231.The horizontal coordinates were scaled from a topographic map and have
 MA1231.an estimated accuracy of +/- 6 seconds.
 MA1231
 MA1231.The orthometric height was determined by differential leveling
 MA1231.and adjusted by the National Geodetic Survey in June 1991..
 MA1231
 MA1231.The geoid height was determined by GEOID03.
 MA1231
 MA1231.The dynamic height is computed by dividing the NAVD 88
 MA1231.geopotential number by the normal gravity value computed on the
 MA1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1231.degrees latitude (g = 980.6199 gals.).
 MA1231
 MA1231.The modeled gravity was interpolated from observed gravity values.
 MA1231
 MA1231;                    North         East    Units  Estimated Accuracy
 MA1231;SPC PA N     -   120,670.      429,790.      MT  (+/- 180 meters Scaled)
 MA1231
 MA1231                          SUPERSEDED SURVEY CONTROL
 MA1231
 MA1231  NGVD 29 (??/??/92)  284.315  (m)          932.79   (f) ADJ UNCH    1 2
 MA1231
 MA1231.Superseded values are not recommended for survey control.
 MA1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1231.See file dsdata.txt to determine how the superseded data were derived.
 MA1231
 MA1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF021655(NAD 83)
 MA1231_MARKER: DB = BENCH MARK DISK
 MA1231_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 MA1231_SP_SET: UNSPECIFIED ROCK
 MA1231_STAMPING: K 138 1941
 MA1231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1231
 MA1231  HISTORY     - Date     Condition        Report By
 MA1231  HISTORY     - 1941     MONUMENTED       CGS
 MA1231
 MA1231                          STATION DESCRIPTION
 MA1231
 MA1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA1231'1 MI S FROM ST GEORGE.
 MA1231'ABOUT 1 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM ST.
 MA1231'GEORGE, VENANGO COUNTY, ABOUT 1 MILE DOWNSTREAM FROM GEORGES
 MA1231'CROSSING, 330 FEET UPSTREAM FROM MILEPOST 101, IN THE RIVER FACE
 MA1231'OF A ROCK, 11 FEET LANDWARD OF THE LAND RAIL, AND 3.5 FEET ABOVE
 MA1231'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED K 138 1941 AND SET
 MA1231'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0798 ***********************************************************************
 MA0798  DESIGNATION -  K 139
 MA0798  PID         -  MA0798
 MA0798  STATE/COUNTY-  PA/WARREN
 MA0798  USGS QUAD   -  COBHAM (1977)
 MA0798
 MA0798                         *CURRENT SURVEY CONTROL
 MA0798  ___________________________________________________________________
 MA0798* NAD 83(1986)-  41 44 10.     (N)    079 19 26.     (W)     SCALED    
 MA0798* NAVD 88     -       346.677  (meters)    1137.39   (feet)  ADJUSTED  
 MA0798  ___________________________________________________________________
 MA0798  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 MA0798  DYNAMIC HT  -         346.524 (meters)    1136.89  (feet)  COMP
 MA0798  MODELED GRAV-     980,173.7   (mgal)                       NAVD 88
 MA0798
 MA0798  VERT ORDER  -  FIRST     CLASS II
 MA0798
 MA0798.The horizontal coordinates were scaled from a topographic map and have
 MA0798.an estimated accuracy of +/- 6 seconds.
 MA0798
 MA0798.The orthometric height was determined by differential leveling
 MA0798.and adjusted by the National Geodetic Survey in June 1991..
 MA0798
 MA0798.The geoid height was determined by GEOID03.
 MA0798
 MA0798.The dynamic height is computed by dividing the NAVD 88
 MA0798.geopotential number by the normal gravity value computed on the
 MA0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0798.degrees latitude (g = 980.6199 gals.).
 MA0798
 MA0798.The modeled gravity was interpolated from observed gravity values.
 MA0798
 MA0798;                    North         East    Units  Estimated Accuracy
 MA0798;SPC PA N     -   175,490.      469,080.      MT  (+/- 180 meters Scaled)
 MA0798
 MA0798                          SUPERSEDED SURVEY CONTROL
 MA0798
 MA0798  NGVD 29 (??/??/92)  346.836  (m)         1137.91   (f) ADJ UNCH    1 2
 MA0798
 MA0798.Superseded values are not recommended for survey control.
 MA0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0798.See file dsdata.txt to determine how the superseded data were derived.
 MA0798
 MA0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG393218(NAD 83)
 MA0798_MARKER: DB = BENCH MARK DISK
 MA0798_SETTING: 80 = SET IN A BOULDER
 MA0798_SP_SET: BOULDER
 MA0798_STAMPING: K 139 1941
 MA0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0798+STABILITY: SURFACE MOTION
 MA0798
 MA0798  HISTORY     - Date     Condition        Report By
 MA0798  HISTORY     - 1941     MONUMENTED       CGS
 MA0798  HISTORY     - 1965     MARK NOT FOUND   NGS
 MA0798  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 MA0798
 MA0798                          STATION DESCRIPTION
 MA0798
 MA0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA0798'6.4 MI NE FROM TIDIOUTE.
 MA0798'ABOUT 6.4 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0798'TIDIOUTE, WARREN COUNTY, 66 FEET SOUTHWEST OF MILEPOST 42, AT
 MA0798'THE FOOT OF A SMALL PATH LEADING UP THE BANK TO THE ROAD, 1.3
 MA0798'FEET NORTHEAST OF A POLE, 26.7 FEET WEST OF THE WEST RAIL, ABOUT
 MA0798'2 FEET HIGHER THAN THE TOP OF THE RAIL, AND IN THE TOP OF A
 MA0798'SQUARE BROWN BOULDER PROJECTING 6 INCHES ABOVE GROUND.  A
 MA0798'STANDARD DISK, STAMPED K 139 1941.
 MA0798
 MA0798                          STATION RECOVERY (1965)
 MA0798
 MA0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 MA0798'MARK NOT FOUND.
 MA0798
 MA0798                          STATION RECOVERY (2003)
 MA0798
 MA0798'RECOVERY NOTE BY US POWER SQUADRON 2003 (DW)
 MA0798'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1289 ***********************************************************************
 MA1289  DESIGNATION -  K 140
 MA1289  PID         -  MA1289
 MA1289  STATE/COUNTY-  PA/VENANGO
 MA1289  USGS QUAD   -  OIL CITY (1977)
 MA1289
 MA1289                         *CURRENT SURVEY CONTROL
 MA1289  ___________________________________________________________________
 MA1289* NAD 83(1986)-  41 25 08.     (N)    079 40 52.     (W)     SCALED    
 MA1289* NAVD 88     -       307.541  (meters)    1008.99   (feet)  ADJUSTED  
 MA1289  ___________________________________________________________________
 MA1289  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 MA1289  DYNAMIC HT  -         307.404 (meters)    1008.54  (feet)  COMP
 MA1289  MODELED GRAV-     980,173.2   (mgal)                       NAVD 88
 MA1289
 MA1289  VERT ORDER  -  FIRST     CLASS II
 MA1289
 MA1289.The horizontal coordinates were scaled from a topographic map and have
 MA1289.an estimated accuracy of +/- 6 seconds.
 MA1289
 MA1289.The orthometric height was determined by differential leveling
 MA1289.and adjusted by the National Geodetic Survey in June 1991..
 MA1289
 MA1289.The geoid height was determined by GEOID03.
 MA1289
 MA1289.The dynamic height is computed by dividing the NAVD 88
 MA1289.geopotential number by the normal gravity value computed on the
 MA1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1289.degrees latitude (g = 980.6199 gals.).
 MA1289
 MA1289.The modeled gravity was interpolated from observed gravity values.
 MA1289
 MA1289;                    North         East    Units  Estimated Accuracy
 MA1289;SPC PA N     -   140,860.      438,580.      MT  (+/- 180 meters Scaled)
 MA1289
 MA1289                          SUPERSEDED SURVEY CONTROL
 MA1289
 MA1289  NGVD 29 (??/??/92)  307.718  (m)         1009.57   (f) ADJ UNCH    1 2
 MA1289
 MA1289.Superseded values are not recommended for survey control.
 MA1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1289.See file dsdata.txt to determine how the superseded data were derived.
 MA1289
 MA1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF102860(NAD 83)
 MA1289_MARKER: DB = BENCH MARK DISK
 MA1289_SETTING: 80 = SET IN A BOULDER
 MA1289_SP_SET: BOULDER
 MA1289_STAMPING: K 140 1941
 MA1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1289+STABILITY: SURFACE MOTION
 MA1289
 MA1289  HISTORY     - Date     Condition        Report By
 MA1289  HISTORY     - 1941     MONUMENTED       CGS
 MA1289
 MA1289                          STATION DESCRIPTION
 MA1289
 MA1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA1289'2 MI E FROM OIL CITY.
 MA1289'ABOUT 2.0 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA1289'STATION AT OIL CITY, VENANGO COUNTY, ABOUT 400 FEET NORTH OF
 MA1289'MILEPOST 2, 46.4 FEET NORTHWEST ACROSS THE TRACKS FROM THE THIRD
 MA1289'POLE NORTHEAST OF THE MILEPOST, 53.6 FEET SOUTHEAST OF POLE 2+4,
 MA1289'6.8 FEET NORTHWEST OF THE NORTHWEST RAIL, IN A SANDSTONE BOULDER,
 MA1289'AND ABOUT 0.6 FOOT LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED
 MA1289'K 140 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0943 ***********************************************************************
 KW0943  DESIGNATION -  K 141
 KW0943  PID         -  KW0943
 KW0943  STATE/COUNTY-  PA/DAUPHIN
 KW0943  USGS QUAD   -  HARRISBURG WEST (1987)
 KW0943
 KW0943                         *CURRENT SURVEY CONTROL
 KW0943  ___________________________________________________________________
 KW0943* NAD 83(1986)-  40 22 03.     (N)    076 58 37.     (W)     SCALED    
 KW0943* NAVD 88     -       106.096  (meters)     348.08   (feet)  ADJUSTED  
 KW0943  ___________________________________________________________________
 KW0943  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 KW0943  DYNAMIC HT  -         106.043 (meters)     347.91  (feet)  COMP
 KW0943  MODELED GRAV-     980,128.4   (mgal)                       NAVD 88
 KW0943
 KW0943  VERT ORDER  -  FIRST     CLASS II
 KW0943
 KW0943.The horizontal coordinates were scaled from a topographic map and have
 KW0943.an estimated accuracy of +/- 6 seconds.
 KW0943
 KW0943.The orthometric height was determined by differential leveling
 KW0943.and adjusted by the National Geodetic Survey in June 1991..
 KW0943
 KW0943.The geoid height was determined by GEOID03.
 KW0943
 KW0943.The dynamic height is computed by dividing the NAVD 88
 KW0943.geopotential number by the normal gravity value computed on the
 KW0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0943.degrees latitude (g = 980.6199 gals.).
 KW0943
 KW0943.The modeled gravity was interpolated from observed gravity values.
 KW0943
 KW0943;                    North         East    Units  Estimated Accuracy
 KW0943;SPC PA S     -   115,120.      665,660.      MT  (+/- 180 meters Scaled)
 KW0943
 KW0943                          SUPERSEDED SURVEY CONTROL
 KW0943
 KW0943  NGVD 29 (??/??/??)  106.318  (m)          348.81   (f) ADJUSTED    1 2
 KW0943
 KW0943.Superseded values are not recommended for survey control.
 KW0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0943.See file dsdata.txt to determine how the superseded data were derived.
 KW0943
 KW0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK321704(NAD 83)
 KW0943_MARKER: DB = BENCH MARK DISK
 KW0943_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0943_SP_SET: BASE
 KW0943_STAMPING: K 141 1941
 KW0943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0943
 KW0943  HISTORY     - Date     Condition        Report By
 KW0943  HISTORY     - 1941     MONUMENTED       CGS
 KW0943  HISTORY     - 1952     GOOD             AMS
 KW0943
 KW0943                          STATION DESCRIPTION
 KW0943
 KW0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW0943'2.7 MI NW FROM DAUPHIN.
 KW0943'ABOUT 2.7 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW0943'THE STATION AT DAUPHIN, DAUPHIN COUNTY, 92 FEET DOWNSTREAM FROM
 KW0943'MILEPOST 96, IN THE TOP OF THE CONCRETE BASE OF BLOCK SIGNAL
 KW0943'960, 9.4 FEET RIVERWARD OF THE RIVER RAIL, AND ABOUT 2 FEET
 KW0943'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED K 141 1941.
 KW0943
 KW0943                          STATION RECOVERY (1952)
 KW0943
 KW0943'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 KW0943'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0040 ***********************************************************************
 MB0040  DESIGNATION -  K 142
 MB0040  PID         -  MB0040
 MB0040  STATE/COUNTY-  PA/CRAWFORD
 MB0040  USGS QUAD   -  CAMBRIDGE SPRINGS (1975)
 MB0040
 MB0040                         *CURRENT SURVEY CONTROL
 MB0040  ___________________________________________________________________
 MB0040* NAD 83(1986)-  41 47 52.     (N)    080 04 44.     (W)     SCALED    
 MB0040* NAVD 88     -       356.143  (meters)    1168.45   (feet)  ADJUSTED  
 MB0040  ___________________________________________________________________
 MB0040  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 MB0040  DYNAMIC HT  -         355.996 (meters)    1167.96  (feet)  COMP
 MB0040  MODELED GRAV-     980,201.6   (mgal)                       NAVD 88
 MB0040
 MB0040  VERT ORDER  -  FIRST     CLASS II
 MB0040
 MB0040.The horizontal coordinates were scaled from a topographic map and have
 MB0040.an estimated accuracy of +/- 6 seconds.
 MB0040
 MB0040.The orthometric height was determined by differential leveling
 MB0040.and adjusted by the National Geodetic Survey in June 1991..
 MB0040
 MB0040.The geoid height was determined by GEOID03.
 MB0040
 MB0040.The dynamic height is computed by dividing the NAVD 88
 MB0040.geopotential number by the normal gravity value computed on the
 MB0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0040.degrees latitude (g = 980.6199 gals.).
 MB0040
 MB0040.The modeled gravity was interpolated from observed gravity values.
 MB0040
 MB0040;                    North         East    Units  Estimated Accuracy
 MB0040;SPC PA N     -   183,750.      406,470.      MT  (+/- 180 meters Scaled)
 MB0040
 MB0040                          SUPERSEDED SURVEY CONTROL
 MB0040
 MB0040  NGVD 29 (06/03/92)  356.298  (m)         1168.95   (f) ADJUSTED    1 2
 MB0040
 MB0040.Superseded values are not recommended for survey control.
 MB0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0040.See file dsdata.txt to determine how the superseded data were derived.
 MB0040
 MB0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG765277(NAD 83)
 MB0040_MARKER: DB = BENCH MARK DISK
 MB0040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0040_SP_SET: ABUTMENT
 MB0040_STAMPING: K 142 1941
 MB0040_MARK LOGO: CGS   
 MB0040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0040
 MB0040  HISTORY     - Date     Condition        Report By
 MB0040  HISTORY     - 1941     MONUMENTED       CGS
 MB0040  HISTORY     - 1982     GOOD             NGS
 MB0040
 MB0040                          STATION DESCRIPTION
 MB0040
 MB0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MB0040'1.2 MI SW FROM CAMBRIDGE SPRINGS.
 MB0040'1.2 MILES SOUTHWEST ALONG THE ERIE RAILROAD FROM THE STATION
 MB0040'AT CAMBRIDGE SPRINGS, 13 RAILS EAST OF MILEPOST 89, 24.9 FEET
 MB0040'WEST OF A SMALL CONCRETE TELEPHONE BUILDING, AT BRIDGE NO. 88.89,
 MB0040'IN THE NORTH CORNER OF THE EAST ABUTMENT, 5.8 FEET NORTH OF THE
 MB0040'NORTH RAIL OF THE WESTBOUND TRACK, AND 1.3 FEET SOUTH OF THE
 MB0040'NORTHEAST IRON GUARDRAIL POST.  A STANDARD DISK, STAMPED K 142
 MB0040'1941.
 MB0040
 MB0040                          STATION RECOVERY (1982)
 MB0040
 MB0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MB0040'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 MB0040'2.1 KM (1.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 19 FROM THE BRIDGE OVER
 MB0040'FRENCH CREEK IN CAMBRIDGE SPRINGS TO A SIDE ROAD RIGHT (THOMAS ROAD)
 MB0040'THENCE 0.2 KM (0.1 MI) WEST ALONG THOMAS ROAD TO A RAILROAD CROSSING
 MB0040'AND THE MARK ON THE LEFT IN THE NORTH CORNER OF WEST ABUTMENT.  IT IS
 MB0040'41.7 METERS (137.0 FT) SOUTHWEST OF CENTER OF RAILROAD CROSSING AND
 MB0040'1.8 METERS (6.0 FT) NORTH OF NORTH RAIL OF TRACKS.
 MB0040'THE MARK IS 0.45 M BELOW RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1496 ***********************************************************************
 MA1496  DESIGNATION -  K 143
 MA1496  PID         -  MA1496
 MA1496  STATE/COUNTY-  PA/ERIE
 MA1496  USGS QUAD   -  CORRY (1993)
 MA1496
 MA1496                         *CURRENT SURVEY CONTROL
 MA1496  ___________________________________________________________________
 MA1496* NAD 83(1986)-  41 54 43.     (N)    079 41 18.     (W)     SCALED    
 MA1496* NAVD 88     -       422.340  (meters)    1385.63   (feet)  ADJUSTED  
 MA1496  ___________________________________________________________________
 MA1496  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MA1496  DYNAMIC HT  -         422.165 (meters)    1385.05  (feet)  COMP
 MA1496  MODELED GRAV-     980,196.2   (mgal)                       NAVD 88
 MA1496
 MA1496  VERT ORDER  -  FIRST     CLASS II
 MA1496
 MA1496.The horizontal coordinates were scaled from a topographic map and have
 MA1496.an estimated accuracy of +/- 6 seconds.
 MA1496
 MA1496.The orthometric height was determined by differential leveling
 MA1496.and adjusted by the National Geodetic Survey in June 1991..
 MA1496
 MA1496.The geoid height was determined by GEOID03.
 MA1496
 MA1496.The dynamic height is computed by dividing the NAVD 88
 MA1496.geopotential number by the normal gravity value computed on the
 MA1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1496.degrees latitude (g = 980.6199 gals.).
 MA1496
 MA1496.The modeled gravity was interpolated from observed gravity values.
 MA1496
 MA1496;                    North         East    Units  Estimated Accuracy
 MA1496;SPC PA N     -   195,620.      439,200.      MT  (+/- 180 meters Scaled)
 MA1496
 MA1496                          SUPERSEDED SURVEY CONTROL
 MA1496
 MA1496  NGVD 29 (??/??/92)  422.494  (m)         1386.13   (f) ADJ UNCH    1 2
 MA1496
 MA1496.Superseded values are not recommended for survey control.
 MA1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1496.See file dsdata.txt to determine how the superseded data were derived.
 MA1496
 MA1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG087408(NAD 83)
 MA1496_MARKER: DB = BENCH MARK DISK
 MA1496_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1496_SP_SET: ABUTMENT
 MA1496_STAMPING: K 143 1941
 MA1496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1496
 MA1496  HISTORY     - Date     Condition        Report By
 MA1496  HISTORY     - 1941     MONUMENTED       CGS
 MA1496
 MA1496                          STATION DESCRIPTION
 MA1496
 MA1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA1496'2.7 MI W FROM CORRY.
 MA1496'2.7 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA1496'AT CORRY, ERIE COUNTY, AT BRIDGE 94.39, 1.8 FEET SOUTHWEST OF
 MA1496'THE NORTHEAST END OF THE SOUTHEAST ABUTMENT, 1.0 FOOT EAST OF
 MA1496'THE SOUTH EDGE, BETWEEN THE TRACKS, 13.2 FEET SOUTHWEST OF THE
 MA1496'SOUTHWEST RAIL OF THE NORTHEAST TRACK, 10.4 FEET NORTHEAST OF
 MA1496'THE NORTHEAST RAIL OF THE SOUTHWEST TRACK, AND 4.6 FEET NORTH
 MA1496'OF THE SOUTHEAST GUARDRAIL POST.  A STANDARD DISK, STAMPED K 143
 MA1496'1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0881 ***********************************************************************
 KW0881  DESIGNATION -  K 144
 KW0881  PID         -  KW0881
 KW0881  STATE/COUNTY-  PA/PERRY
 KW0881  USGS QUAD   -  HARRISBURG WEST (1987)
 KW0881
 KW0881                         *CURRENT SURVEY CONTROL
 KW0881  ___________________________________________________________________
 KW0881* NAD 83(1986)-  40 21 26.     (N)    076 57 32.     (W)     SCALED    
 KW0881* NAVD 88     -       107.191  (meters)     351.68   (feet)  ADJUSTED  
 KW0881  ___________________________________________________________________
 KW0881  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KW0881  DYNAMIC HT  -         107.138 (meters)     351.50  (feet)  COMP
 KW0881  MODELED GRAV-     980,129.7   (mgal)                       NAVD 88
 KW0881
 KW0881  VERT ORDER  -  FIRST     CLASS I
 KW0881
 KW0881.The horizontal coordinates were scaled from a topographic map and have
 KW0881.an estimated accuracy of +/- 6 seconds.
 KW0881
 KW0881.The orthometric height was determined by differential leveling
 KW0881.and adjusted by the National Geodetic Survey in June 1991..
 KW0881
 KW0881.The geoid height was determined by GEOID03.
 KW0881
 KW0881.The dynamic height is computed by dividing the NAVD 88
 KW0881.geopotential number by the normal gravity value computed on the
 KW0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0881.degrees latitude (g = 980.6199 gals.).
 KW0881
 KW0881.The modeled gravity was interpolated from observed gravity values.
 KW0881
 KW0881;                    North         East    Units  Estimated Accuracy
 KW0881;SPC PA S     -   113,990.      667,200.      MT  (+/- 180 meters Scaled)
 KW0881
 KW0881                          SUPERSEDED SURVEY CONTROL
 KW0881
 KW0881  NGVD 29 (??/??/??)  107.410  (m)          352.39   (f) ADJUSTED    1 1
 KW0881
 KW0881.Superseded values are not recommended for survey control.
 KW0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0881.See file dsdata.txt to determine how the superseded data were derived.
 KW0881
 KW0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK336692(NAD 83)
 KW0881_MARKER: DB = BENCH MARK DISK
 KW0881_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0881_SP_SET: CULVERT
 KW0881_STAMPING: K 144 1941
 KW0881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0881
 KW0881  HISTORY     - Date     Condition        Report By
 KW0881  HISTORY     - 1941     MONUMENTED       CGS
 KW0881  HISTORY     - 1966     GOOD             CGS
 KW0881
 KW0881                          STATION DESCRIPTION
 KW0881
 KW0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0881'5.5 MI SE FROM DUNCANNON.
 KW0881'ABOUT 5.5 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW0881'THE ABANDONED STATION AT DUNCANNON, ABOUT 0.15 MILE EAST OF THE SIGNAL
 KW0881'GANTRY NUMBER 114.1, AT THE BASE OF A STEEP BANK, SET IN THE
 KW0881'TOP OF THE EAST END OF THE SOUTH HEADWALL OF A CULVERT, 81
 KW0881'FEET WEST OF A SMALL WASH, 75 FEET SOUTH AND ACROSS THE
 KW0881'TRACKS FROM THE SECOND TELEPHONE POLE WEST OF MILEPOST 114,
 KW0881'10 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, AND
 KW0881'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1685 ***********************************************************************
 KW1685  DESIGNATION -  K 145
 KW1685  PID         -  KW1685
 KW1685  STATE/COUNTY-  PA/PERRY
 KW1685  USGS QUAD   -  MILLERSTOWN (1978)
 KW1685
 KW1685                         *CURRENT SURVEY CONTROL
 KW1685  ___________________________________________________________________
 KW1685* NAD 83(1986)-  40 31 41.     (N)    077 08 36.     (W)     SCALED    
 KW1685* NAVD 88     -       123.207  (meters)     404.22   (feet)  ADJUSTED  
 KW1685  ___________________________________________________________________
 KW1685  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KW1685  DYNAMIC HT  -         123.149 (meters)     404.03  (feet)  COMP
 KW1685  MODELED GRAV-     980,149.4   (mgal)                       NAVD 88
 KW1685
 KW1685  VERT ORDER  -  FIRST     CLASS I
 KW1685
 KW1685.The horizontal coordinates were scaled from a topographic map and have
 KW1685.an estimated accuracy of +/- 6 seconds.
 KW1685
 KW1685.The orthometric height was determined by differential leveling
 KW1685.and adjusted by the National Geodetic Survey in June 1991..
 KW1685
 KW1685.The geoid height was determined by GEOID03.
 KW1685
 KW1685.The dynamic height is computed by dividing the NAVD 88
 KW1685.geopotential number by the normal gravity value computed on the
 KW1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1685.degrees latitude (g = 980.6199 gals.).
 KW1685
 KW1685.The modeled gravity was interpolated from observed gravity values.
 KW1685
 KW1685;                    North         East    Units  Estimated Accuracy
 KW1685;SPC PA S     -   132,830.      651,400.      MT  (+/- 180 meters Scaled)
 KW1685
 KW1685                          SUPERSEDED SURVEY CONTROL
 KW1685
 KW1685  NGVD 29 (??/??/??)  123.429  (m)          404.95   (f) ADJUSTED    1 1
 KW1685
 KW1685.Superseded values are not recommended for survey control.
 KW1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1685.See file dsdata.txt to determine how the superseded data were derived.
 KW1685
 KW1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK184885(NAD 83)
 KW1685_MARKER: DB = BENCH MARK DISK
 KW1685_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1685_SP_SET: HEADWALL
 KW1685_STAMPING: K 145 1941
 KW1685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1685
 KW1685  HISTORY     - Date     Condition        Report By
 KW1685  HISTORY     - 1941     MONUMENTED       CGS
 KW1685  HISTORY     - 1966     GOOD             CGS
 KW1685
 KW1685                          STATION DESCRIPTION
 KW1685
 KW1685'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1685'1.4 MI SE FROM MILLERSTOWN.
 KW1685'1.4 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1685'STATE HIGHWAY 17 BRIDGE OVER THE JUNIATA RIVER AT MILLERSTOWN,
 KW1685'18 RAILS SOUTH OF MILEPOST 136, 11 1/2 RAILS NORTH OF BENCH MARK
 KW1685'X 330, 7 1/2 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, SET IN
 KW1685'THE TOP OF THE NORTH END OF A CONCRETE HEADWALL FOR A STORM DRAIN,
 KW1685'29 FEET SOUTH OF A TELEPHONE POLE, 5 1/2 FEET EAST OF A LINE OF
 KW1685'TELEPHONE POLES, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE TRACKS, AND
 KW1685'ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1372 ***********************************************************************
 KW1372  DESIGNATION -  K 146
 KW1372  PID         -  KW1372
 KW1372  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW1372  USGS QUAD   -  DALMATIA (1969)
 KW1372
 KW1372                         *CURRENT SURVEY CONTROL
 KW1372  ___________________________________________________________________
 KW1372* NAD 83(1986)-  40 39 05.     (N)    076 54 20.     (W)     SCALED    
 KW1372* NAVD 88     -       126.060  (meters)     413.58   (feet)  ADJUSTED  
 KW1372  ___________________________________________________________________
 KW1372  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KW1372  DYNAMIC HT  -         126.000 (meters)     413.38  (feet)  COMP
 KW1372  MODELED GRAV-     980,151.9   (mgal)                       NAVD 88
 KW1372
 KW1372  VERT ORDER  -  FIRST     CLASS II
 KW1372
 KW1372.The horizontal coordinates were scaled from a topographic map and have
 KW1372.an estimated accuracy of +/- 6 seconds.
 KW1372
 KW1372.The orthometric height was determined by differential leveling
 KW1372.and adjusted by the National Geodetic Survey in June 1991..
 KW1372
 KW1372.The geoid height was determined by GEOID03.
 KW1372
 KW1372.The dynamic height is computed by dividing the NAVD 88
 KW1372.geopotential number by the normal gravity value computed on the
 KW1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1372.degrees latitude (g = 980.6199 gals.).
 KW1372
 KW1372.The modeled gravity was interpolated from observed gravity values.
 KW1372
 KW1372;                    North         East    Units  Estimated Accuracy
 KW1372;SPC PA N     -    54,180.      671,420.      MT  (+/- 180 meters Scaled)
 KW1372
 KW1372                          SUPERSEDED SURVEY CONTROL
 KW1372
 KW1372  NGVD 29 (??/??/??)  126.288  (m)          414.33   (f) ADJUSTED    1 2
 KW1372
 KW1372.Superseded values are not recommended for survey control.
 KW1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1372.See file dsdata.txt to determine how the superseded data were derived.
 KW1372
 KW1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL388018(NAD 83)
 KW1372_MARKER: DB = BENCH MARK DISK
 KW1372_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1372_SP_SET: SIGNAL BASE
 KW1372_STAMPING: K 146 1941
 KW1372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1372
 KW1372  HISTORY     - Date     Condition        Report By
 KW1372  HISTORY     - 1941     MONUMENTED       CGS
 KW1372  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW1372
 KW1372                          STATION DESCRIPTION
 KW1372
 KW1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1372'5.4 MI SW FROM HERNDON.
 KW1372'5.4 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1372'STATION AT HERNDON, ABOUT 173 PACES SOUTH OF MILEPOST 122, IN
 KW1372'THE TOP OF THE CONCRETE BASE OF SIGNAL 1219, AND 7.2 FEET
 KW1372'EAST OF THE EAST RAIL.
 KW1372
 KW1372                          STATION RECOVERY (1989)
 KW1372
 KW1372'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0260 ***********************************************************************
 LZ0260  DESIGNATION -  K 147
 LZ0260  PID         -  LZ0260
 LZ0260  STATE/COUNTY-  PA/NORTHUMBERLAND
 LZ0260  USGS QUAD   -  MILTON (1983)
 LZ0260
 LZ0260                         *CURRENT SURVEY CONTROL
 LZ0260  ___________________________________________________________________
 LZ0260* NAD 83(1986)-  41 01 43.     (N)    076 51 04.     (W)     SCALED    
 LZ0260* NAVD 88     -       143.638  (meters)     471.25   (feet)  ADJUSTED  
 LZ0260  ___________________________________________________________________
 LZ0260  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 LZ0260  DYNAMIC HT  -         143.576 (meters)     471.05  (feet)  COMP
 LZ0260  MODELED GRAV-     980,190.4   (mgal)                       NAVD 88
 LZ0260
 LZ0260  VERT ORDER  -  FIRST     CLASS II
 LZ0260
 LZ0260.The horizontal coordinates were scaled from a topographic map and have
 LZ0260.an estimated accuracy of +/- 6 seconds.
 LZ0260
 LZ0260.The orthometric height was determined by differential leveling
 LZ0260.and adjusted by the National Geodetic Survey in June 1991..
 LZ0260
 LZ0260.The geoid height was determined by GEOID03.
 LZ0260
 LZ0260.The dynamic height is computed by dividing the NAVD 88
 LZ0260.geopotential number by the normal gravity value computed on the
 LZ0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0260.degrees latitude (g = 980.6199 gals.).
 LZ0260
 LZ0260.The modeled gravity was interpolated from observed gravity values.
 LZ0260
 LZ0260;                    North         East    Units  Estimated Accuracy
 LZ0260;SPC PA N     -    96,110.      675,590.      MT  (+/- 180 meters Scaled)
 LZ0260
 LZ0260                          SUPERSEDED SURVEY CONTROL
 LZ0260
 LZ0260  NGVD 29 (??/??/92)  143.863  (m)          471.99   (f) ADJ UNCH    1 2
 LZ0260
 LZ0260.Superseded values are not recommended for survey control.
 LZ0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0260.See file dsdata.txt to determine how the superseded data were derived.
 LZ0260
 LZ0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL443435(NAD 83)
 LZ0260_MARKER: DB = BENCH MARK DISK
 LZ0260_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0260_SP_SET: CULVERT
 LZ0260_STAMPING: K 147 1941
 LZ0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0260
 LZ0260  HISTORY     - Date     Condition        Report By
 LZ0260  HISTORY     - 1941     MONUMENTED       CGS
 LZ0260
 LZ0260                          STATION DESCRIPTION
 LZ0260
 LZ0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 LZ0260'AT MILTON.
 LZ0260'AT MILTON, NORTHCUMBERLAND COUNTY, ABOUT 0.5 MILE NORTH ALONG
 LZ0260'THE PENNSYLVANIA RAILROAD FROM THE STATION, ABOUT 220 FEET SOUTH
 LZ0260'OF A SIDING SWITCH, IN THE EAST WING WALL OF A CULVERT HEAD, AND
 LZ0260'5.3 FEET EAST OF THE EAST RAIL.  A STANDARD DISK, STAMPED K 147
 LZ0260'1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3470 ***********************************************************************
 JV3470  DESIGNATION -  K 148
 JV3470  PID         -  JV3470
 JV3470  STATE/COUNTY-  PA/FRANKLIN
 JV3470  USGS QUAD   -  ST THOMAS (1990)
 JV3470
 JV3470                         *CURRENT SURVEY CONTROL
 JV3470  ___________________________________________________________________
 JV3470* NAD 83(1986)-  39 54 16.     (N)    077 47 42.     (W)     SCALED    
 JV3470* NAVD 88     -       189.882  (meters)     622.97   (feet)  ADJUSTED  
 JV3470  ___________________________________________________________________
 JV3470  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 JV3470  DYNAMIC HT  -         189.773 (meters)     622.61  (feet)  COMP
 JV3470  MODELED GRAV-     980,052.0   (mgal)                       NAVD 88
 JV3470
 JV3470  VERT ORDER  -  SECOND    CLASS 0
 JV3470
 JV3470.The horizontal coordinates were scaled from a topographic map and have
 JV3470.an estimated accuracy of +/- 6 seconds.
 JV3470
 JV3470.The orthometric height was determined by differential leveling
 JV3470.and adjusted by the National Geodetic Survey in June 1991..
 JV3470
 JV3470.The geoid height was determined by GEOID03.
 JV3470
 JV3470.The dynamic height is computed by dividing the NAVD 88
 JV3470.geopotential number by the normal gravity value computed on the
 JV3470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3470.degrees latitude (g = 980.6199 gals.).
 JV3470
 JV3470.The modeled gravity was interpolated from observed gravity values.
 JV3470
 JV3470;                    North         East    Units  Estimated Accuracy
 JV3470;SPC PA S     -    63,410.      596,150.      MT  (+/- 180 meters Scaled)
 JV3470
 JV3470                          SUPERSEDED SURVEY CONTROL
 JV3470
 JV3470  NGVD 29 (??/??/??)  190.071  (m)          623.59   (f) ADJUSTED    2 0
 JV3470
 JV3470.Superseded values are not recommended for survey control.
 JV3470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3470.See file dsdata.txt to determine how the superseded data were derived.
 JV3470
 JV3470_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK610208(NAD 83)
 JV3470_MARKER: DB = BENCH MARK DISK
 JV3470_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3470_SP_SET: BUILDING
 JV3470_STAMPING: K 148 1942
 JV3470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3470
 JV3470  HISTORY     - Date     Condition        Report By
 JV3470  HISTORY     - 1942     MONUMENTED       CGS
 JV3470  HISTORY     - 19901016 MARK NOT FOUND   USGS
 JV3470
 JV3470                          STATION DESCRIPTION
 JV3470
 JV3470'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3470'1.1 MI S FROM SAINT THOMAS.
 JV3470'1.1 MILES SOUTH ALONG COUNTY ROAD FROM THE POST OFFICE AT SAINT
 JV3470'THOMAS, SET IN THE NORTHEAST FACE AT THE NORTH CORNER OF A LARGE
 JV3470'RED BARN, 117 FEET NORTHWEST OF THE CENTER-LINE OF THE ROAD, 24.9
 JV3470'FEET SOUTH OF THE SOUTH CORNER OF THE FARM MACHINERY BARN, 1.8
 JV3470'FEET ABOVE GROUND, 1.2 FEET SOUTHEAST OF THE NORTH CORNER OF A
 JV3470'BUILDING.
 JV3470
 JV3470                          STATION RECOVERY (1990)
 JV3470
 JV3470'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (GDS)
 JV3470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0904 ***********************************************************************
 LZ0904  DESIGNATION -  K 15
 LZ0904  PID         -  LZ0904
 LZ0904  STATE/COUNTY-  PA/LYCOMING
 LZ0904  USGS QUAD   -  LINDEN (1973)
 LZ0904
 LZ0904                         *CURRENT SURVEY CONTROL
 LZ0904  ___________________________________________________________________
 LZ0904* NAD 83(1986)-  41 11 26.     (N)    077 13 28.     (W)     SCALED    
 LZ0904* NAVD 88     -       181.001  (meters)     593.83   (feet)  ADJUSTED  
 LZ0904  ___________________________________________________________________
 LZ0904  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 LZ0904  DYNAMIC HT  -         180.920 (meters)     593.57  (feet)  COMP
 LZ0904  MODELED GRAV-     980,174.8   (mgal)                       NAVD 88
 LZ0904
 LZ0904  VERT ORDER  -  FIRST     CLASS II
 LZ0904
 LZ0904.The horizontal coordinates were scaled from a topographic map and have
 LZ0904.an estimated accuracy of +/- 6 seconds.
 LZ0904
 LZ0904.The orthometric height was determined by differential leveling
 LZ0904.and adjusted by the National Geodetic Survey in June 1991..
 LZ0904
 LZ0904.The geoid height was determined by GEOID03.
 LZ0904
 LZ0904.The dynamic height is computed by dividing the NAVD 88
 LZ0904.geopotential number by the normal gravity value computed on the
 LZ0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0904.degrees latitude (g = 980.6199 gals.).
 LZ0904
 LZ0904.The modeled gravity was interpolated from observed gravity values.
 LZ0904
 LZ0904;                    North         East    Units  Estimated Accuracy
 LZ0904;SPC PA N     -   113,840.      644,090.      MT  (+/- 180 meters Scaled)
 LZ0904
 LZ0904                          SUPERSEDED SURVEY CONTROL
 LZ0904
 LZ0904  NGVD 29 (??/??/92)  181.208  (m)          594.51   (f) ADJ UNCH    1 2
 LZ0904
 LZ0904.Superseded values are not recommended for survey control.
 LZ0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0904.See file dsdata.txt to determine how the superseded data were derived.
 LZ0904
 LZ0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL134622(NAD 83)
 LZ0904_MARKER: DD = SURVEY DISK
 LZ0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0904_STAMPING: K 15 1934
 LZ0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0904+STABILITY: SURFACE MOTION
 LZ0904
 LZ0904  HISTORY     - Date     Condition        Report By
 LZ0904  HISTORY     - 1934     MONUMENTED       USGS
 LZ0904  HISTORY     - 1960     GOOD             NGS
 LZ0904  HISTORY     - 1965     MARK NOT FOUND   USGS
 LZ0904
 LZ0904                          STATION DESCRIPTION
 LZ0904
 LZ0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LZ0904'AT JERSEY SHORE.
 LZ0904'AT JERSEY SHORE, LYCOMING COUNTY, 57 FEET EAST OF THE PENNSYLVANIA
 LZ0904'RAILROAD STATION, 38 FEET SOUTH OF MILEAGE POST 236-5, 90 FEET
 LZ0904'SOUTH OF THE CENTERLINE OF A ROAD, AND 23 FEET NORTH OF THE
 LZ0904'NORTH RAIL OF THE WEST-BOUND MAIN TRACK.  A STANDARD DISK.
 LZ0904
 LZ0904                          STATION RECOVERY (1965)
 LZ0904
 LZ0904'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LZ0904'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1642 ***********************************************************************
 KW1642  DESIGNATION -  K 150
 KW1642  PID         -  KW1642
 KW1642  STATE/COUNTY-  PA/SNYDER
 KW1642  USGS QUAD   -  BEAVERTOWN (1973)
 KW1642
 KW1642                         *CURRENT SURVEY CONTROL
 KW1642  ___________________________________________________________________
 KW1642* NAD 83(1986)-  40 48 24.     (N)    077 12 03.     (W)     SCALED    
 KW1642* NAVD 88     -       210.384  (meters)     690.23   (feet)  ADJUSTED  
 KW1642  ___________________________________________________________________
 KW1642  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 KW1642  DYNAMIC HT  -         210.285 (meters)     689.91  (feet)  COMP
 KW1642  MODELED GRAV-     980,148.1   (mgal)                       NAVD 88
 KW1642
 KW1642  VERT ORDER  -  SECOND    CLASS 0
 KW1642
 KW1642.The horizontal coordinates were scaled from a topographic map and have
 KW1642.an estimated accuracy of +/- 6 seconds.
 KW1642
 KW1642.The orthometric height was determined by differential leveling
 KW1642.and adjusted by the National Geodetic Survey in June 1991..
 KW1642
 KW1642.The geoid height was determined by GEOID03.
 KW1642
 KW1642.The dynamic height is computed by dividing the NAVD 88
 KW1642.geopotential number by the normal gravity value computed on the
 KW1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1642.degrees latitude (g = 980.6199 gals.).
 KW1642
 KW1642.The modeled gravity was interpolated from observed gravity values.
 KW1642
 KW1642;                    North         East    Units  Estimated Accuracy
 KW1642;SPC PA S     -   163,740.      646,340.      MT  (+/- 180 meters Scaled)
 KW1642
 KW1642                          SUPERSEDED SURVEY CONTROL
 KW1642
 KW1642  NGVD 29 (??/??/??)  210.608  (m)          690.97   (f) ADJUSTED    2 0
 KW1642
 KW1642.Superseded values are not recommended for survey control.
 KW1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1642.See file dsdata.txt to determine how the superseded data were derived.
 KW1642
 KW1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL143196(NAD 83)
 KW1642_MARKER: DB = BENCH MARK DISK
 KW1642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1642_STAMPING: K 150 1941
 KW1642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1642+STABILITY: SURFACE MOTION
 KW1642
 KW1642  HISTORY     - Date     Condition        Report By
 KW1642  HISTORY     - 1941     MONUMENTED       CGS
 KW1642
 KW1642                          STATION DESCRIPTION
 KW1642
 KW1642'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1642'4.9 MI N FROM BEAVER SPRINGS.
 KW1642'4.9 MILES NORTH ALONG STATE HIGHWAY 929 FROM THE PENNSYLVANIA
 KW1642'RAILROAD STATION AT BEAVER SPRINGS, 290 FEET NORTHWEST ALONG THE
 KW1642'ROAD LEADING TO GLENIRON, 31.6 FEET SOUTHWEST OF THE CENTER
 KW1642'LINE OF THE ROAD, AND 1.4 FEET NORTHWEST OF THE WEST CORNER
 KW1642'OF A FARMERS GARAGE.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3496 ***********************************************************************
 JV3496  DESIGNATION -  K 151
 JV3496  PID         -  JV3496
 JV3496  STATE/COUNTY-  PA/FRANKLIN
 JV3496  USGS QUAD   -  CLEAR SPRING (1971)
 JV3496
 JV3496                         *CURRENT SURVEY CONTROL
 JV3496  ___________________________________________________________________
 JV3496* NAD 83(1986)-  39 44 10.     (N)    077 53 12.     (W)     SCALED    
 JV3496* NAVD 88     -       189.851  (meters)     622.87   (feet)  ADJUSTED  
 JV3496  ___________________________________________________________________
 JV3496  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 JV3496  DYNAMIC HT  -         189.742 (meters)     622.51  (feet)  COMP
 JV3496  MODELED GRAV-     980,046.3   (mgal)                       NAVD 88
 JV3496
 JV3496  VERT ORDER  -  SECOND    CLASS 0
 JV3496
 JV3496.The horizontal coordinates were scaled from a topographic map and have
 JV3496.an estimated accuracy of +/- 6 seconds.
 JV3496
 JV3496.The orthometric height was determined by differential leveling
 JV3496.and adjusted by the National Geodetic Survey in June 1991..
 JV3496
 JV3496.The geoid height was determined by GEOID03.
 JV3496
 JV3496.The dynamic height is computed by dividing the NAVD 88
 JV3496.geopotential number by the normal gravity value computed on the
 JV3496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3496.degrees latitude (g = 980.6199 gals.).
 JV3496
 JV3496.The modeled gravity was interpolated from observed gravity values.
 JV3496
 JV3496;                    North         East    Units  Estimated Accuracy
 JV3496;SPC PA S     -    44,730.      588,280.      MT  (+/- 180 meters Scaled)
 JV3496
 JV3496                          SUPERSEDED SURVEY CONTROL
 JV3496
 JV3496  NGVD 29 (??/??/??)  190.049  (m)          623.52   (f) ADJUSTED    2 0
 JV3496
 JV3496.Superseded values are not recommended for survey control.
 JV3496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3496.See file dsdata.txt to determine how the superseded data were derived.
 JV3496
 JV3496_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK526024(NAD 83)
 JV3496_MARKER: DB = BENCH MARK DISK
 JV3496_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3496_SP_SET: BRIDGE
 JV3496_STAMPING: K-151 1942
 JV3496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3496
 JV3496  HISTORY     - Date     Condition        Report By
 JV3496  HISTORY     - 1942     MONUMENTED       CGS
 JV3496
 JV3496                          STATION DESCRIPTION
 JV3496
 JV3496'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3496'6.7 MI S FROM MERCERSBURG.
 JV3496'6.7 MILES SOUTH ALONG STATE HIGHWAY NO. 75 FROM THE POST OFFICE
 JV3496'AT MERCERSBURG, SET IN THE EAST CORNER OF THE SOUTH ABUTMENT OF
 JV3496'A LARGE CONCRETE BRIDGE, ABOUT 400 FEET WEST OF A BROWN FARM
 JV3496'HOUSE ON TOP OF A HILL, 54.8 FEET SOUTHWEST OF A LARGE WILLOW
 JV3496'TREE, 10 FEET EAST OF THE CENTER-LINE OF THE HIGHWAY.  A STANDARD
 JV3496'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2272 ***********************************************************************
 KW2272  DESIGNATION -  K 151
 KW2272  PID         -  KW2272
 KW2272  STATE/COUNTY-  PA/MIFFLIN
 KW2272  USGS QUAD   -  LEWISTOWN (1983)
 KW2272
 KW2272                         *CURRENT SURVEY CONTROL
 KW2272  ___________________________________________________________________
 KW2272* NAD 83(1986)-  40 35 02.     (N)    077 31 23.     (W)     SCALED    
 KW2272* NAVD 88     -       145.079  (meters)     475.98   (feet)  ADJUSTED  
 KW2272  ___________________________________________________________________
 KW2272  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 KW2272  DYNAMIC HT  -         145.009 (meters)     475.75  (feet)  COMP
 KW2272  MODELED GRAV-     980,143.5   (mgal)                       NAVD 88
 KW2272
 KW2272  VERT ORDER  -  FIRST     CLASS I
 KW2272
 KW2272.The horizontal coordinates were scaled from a topographic map and have
 KW2272.an estimated accuracy of +/- 6 seconds.
 KW2272
 KW2272.The orthometric height was determined by differential leveling
 KW2272.and adjusted by the National Geodetic Survey in June 1991..
 KW2272
 KW2272.The geoid height was determined by GEOID03.
 KW2272
 KW2272.The dynamic height is computed by dividing the NAVD 88
 KW2272.geopotential number by the normal gravity value computed on the
 KW2272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2272.degrees latitude (g = 980.6199 gals.).
 KW2272
 KW2272.The modeled gravity was interpolated from observed gravity values.
 KW2272
 KW2272;                    North         East    Units  Estimated Accuracy
 KW2272;SPC PA S     -   138,880.      619,210.      MT  (+/- 180 meters Scaled)
 KW2272
 KW2272                          SUPERSEDED SURVEY CONTROL
 KW2272
 KW2272  NGVD 29 (??/??/??)  145.284  (m)          476.65   (f) ADJUSTED    1 1
 KW2272
 KW2272.Superseded values are not recommended for survey control.
 KW2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2272.See file dsdata.txt to determine how the superseded data were derived.
 KW2272
 KW2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK864956(NAD 83)
 KW2272_MARKER: DB = BENCH MARK DISK
 KW2272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2272_SP_SET: CULVERT
 KW2272_STAMPING: K 151 1941
 KW2272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2272
 KW2272  HISTORY     - Date     Condition        Report By
 KW2272  HISTORY     - 1941     MONUMENTED       CGS
 KW2272  HISTORY     - 1966     GOOD             CGS
 KW2272
 KW2272                          STATION DESCRIPTION
 KW2272
 KW2272'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2272'3.6 MI E FROM LEWISTOWN.
 KW2272'ABOUT 3.6 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW2272'STATION AT LEWISTOWN, 77 FEET SOUTH AND ACROSS THE TRACKS FROM
 KW2272'MILEPOST 162, 24 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH SET OF
 KW2272'TRACKS, SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 KW2272'HEADWALL OF A CULVERT, AND ABOUT 6 FEET BELOW THE LEVEL OF THE
 KW2272'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3497 ***********************************************************************
 JV3497  DESIGNATION -  K 151 RESET 1956 PADH
 JV3497  PID         -  JV3497
 JV3497  STATE/COUNTY-  PA/FRANKLIN
 JV3497  USGS QUAD   -  CLEAR SPRING (1971)
 JV3497
 JV3497                         *CURRENT SURVEY CONTROL
 JV3497  ___________________________________________________________________
 JV3497* NAD 83(1986)-  39 44 10.     (N)    077 53 12.     (W)     SCALED    
 JV3497* NAVD 88     -       191.04   (+/-2cm)     626.8    (feet)  VERTCON   
 JV3497  ___________________________________________________________________
 JV3497  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 JV3497
 JV3497  VERT ORDER  -  THIRD (See Below)
 JV3497
 JV3497.The horizontal coordinates were scaled from a topographic map and have
 JV3497.an estimated accuracy of +/- 6 seconds.
 JV3497
 JV3497.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV3497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV3497.The vertical order pertains to the NGVD 29 superseded value.
 JV3497
 JV3497.The geoid height was determined by GEOID03.
 JV3497
 JV3497;                    North         East    Units  Estimated Accuracy
 JV3497;SPC PA S     -    44,730.      588,280.      MT  (+/- 180 meters Scaled)
 JV3497
 JV3497                          SUPERSEDED SURVEY CONTROL
 JV3497
 JV3497  NGVD 29 (??/??/??)  191.24   (m)          627.4    (f) RESET       3  
 JV3497
 JV3497.Superseded values are not recommended for survey control.
 JV3497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3497.See file dsdata.txt to determine how the superseded data were derived.
 JV3497
 JV3497_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK526024(NAD 83)
 JV3497_MARKER: DB = BENCH MARK DISK
 JV3497_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3497_SP_SET: BRIDGE
 JV3497_STAMPING: K 151 RESET 1956
 JV3497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3497
 JV3497  HISTORY     - Date     Condition        Report By
 JV3497  HISTORY     - 1956     MONUMENTED       PADH
 JV3497
 JV3497                          STATION DESCRIPTION
 JV3497
 JV3497'DESCRIBED BY PA DEPT OF HIGHWAYS 1956
 JV3497'6.7 MI S FROM MERCERSBURG.
 JV3497'6.7 MILES SOUTH ALONG STATE HIGHWAY 75 FROM THE POST OFFICE AT
 JV3497'MERCERSBURG, FRANKLIN COUNTY, 500 FEET WEST OF A BROWN FARMHOUSE
 JV3497'ON TOP OF A HILL, 167 FEET NORTHWEST OF THE CORNER OF A BRICK
 JV3497'HOUSE, AT A LARGE CONCRETE BRIDGE, IN THE WEST CORNER OF THE
 JV3497'SOUTH ABUTMENT, AND 17 FEET WEST OF THE CENTER LINE OF THE
 JV3497'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0076 ***********************************************************************
 JW0076  DESIGNATION -  K 152
 JW0076  PID         -  JW0076
 JW0076  STATE/COUNTY-  PA/FRANKLIN
 JW0076  USGS QUAD   -  BIG COVE TANNERY (1994)
 JW0076
 JW0076                         *CURRENT SURVEY CONTROL
 JW0076  ___________________________________________________________________
 JW0076* NAD 83(1986)-  39 46 25.     (N)    078 00 43.     (W)     SCALED    
 JW0076* NAVD 88     -       189.435  (meters)     621.50   (feet)  ADJUSTED  
 JW0076  ___________________________________________________________________
 JW0076  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JW0076  DYNAMIC HT  -         189.324 (meters)     621.14  (feet)  COMP
 JW0076  MODELED GRAV-     980,039.9   (mgal)                       NAVD 88
 JW0076
 JW0076  VERT ORDER  -  SECOND    CLASS 0
 JW0076
 JW0076.The horizontal coordinates were scaled from a topographic map and have
 JW0076.an estimated accuracy of +/- 6 seconds.
 JW0076
 JW0076.The orthometric height was determined by differential leveling
 JW0076.and adjusted by the National Geodetic Survey in June 1991..
 JW0076
 JW0076.The geoid height was determined by GEOID03.
 JW0076
 JW0076.The dynamic height is computed by dividing the NAVD 88
 JW0076.geopotential number by the normal gravity value computed on the
 JW0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0076.degrees latitude (g = 980.6199 gals.).
 JW0076
 JW0076.The modeled gravity was interpolated from observed gravity values.
 JW0076
 JW0076;                    North         East    Units  Estimated Accuracy
 JW0076;SPC PA S     -    48,920.      577,560.      MT  (+/- 180 meters Scaled)
 JW0076
 JW0076                          SUPERSEDED SURVEY CONTROL
 JW0076
 JW0076  NGVD 29 (??/??/92)  189.631  (m)          622.15   (f) ADJ UNCH    2 0
 JW0076
 JW0076.Superseded values are not recommended for survey control.
 JW0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0076.See file dsdata.txt to determine how the superseded data were derived.
 JW0076
 JW0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE559069(NAD 83)
 JW0076_MARKER: DB = BENCH MARK DISK
 JW0076_SETTING: 66 = SET IN ROCK OUTCROP
 JW0076_SP_SET: ROCK LEDGE
 JW0076_STAMPING: K 152 1942
 JW0076_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0076+STABILITY: POSITION/ELEVATION WELL
 JW0076
 JW0076  HISTORY     - Date     Condition        Report By
 JW0076  HISTORY     - 1942     MONUMENTED       CGS
 JW0076
 JW0076                          STATION DESCRIPTION
 JW0076
 JW0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JW0076'9.2 MI SW FROM MERCERSBURG.
 JW0076'9.2 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 456 FROM THE POST
 JW0076'OFFICE AT MERCERSBURG, SET IN A ROCK LEDGE NEAR A PRIVATE CROSS
 JW0076'ROADS, 92 FEET SOUTHWEST OF THE CENTER-LINE OF THE ROAD LEADING
 JW0076'NORTHWEST TO FARM HOUSE, 17.7 FEET SOUTHEAST OF CENTER-LINE OF
 JW0076'THE HIGHWAY, 11 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, ABOUT
 JW0076'1 FOOT ABOVE ROAD LEVEL.  A STANDARD DISK, STAMPED K 152 1942
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2372 ***********************************************************************
 KW2372  DESIGNATION -  K 152
 KW2372  PID         -  KW2372
 KW2372  STATE/COUNTY-  PA/CENTRE
 KW2372  USGS QUAD   -  SPRING MILLS (1984)
 KW2372
 KW2372                         *CURRENT SURVEY CONTROL
 KW2372  ___________________________________________________________________
 KW2372* NAD 83(1986)-  40 47 01.     (N)    077 37 19.     (W)     SCALED    
 KW2372* NAVD 88     -       440.564  (meters)    1445.42   (feet)  ADJUSTED  
 KW2372  ___________________________________________________________________
 KW2372  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KW2372  DYNAMIC HT  -         440.339 (meters)    1444.68  (feet)  COMP
 KW2372  MODELED GRAV-     980,100.5   (mgal)                       NAVD 88
 KW2372
 KW2372  VERT ORDER  -  SECOND    CLASS 0
 KW2372
 KW2372.The horizontal coordinates were scaled from a topographic map and have
 KW2372.an estimated accuracy of +/- 6 seconds.
 KW2372
 KW2372.The orthometric height was determined by differential leveling
 KW2372.and adjusted by the National Geodetic Survey in June 1991..
 KW2372
 KW2372.The geoid height was determined by GEOID03.
 KW2372
 KW2372.The dynamic height is computed by dividing the NAVD 88
 KW2372.geopotential number by the normal gravity value computed on the
 KW2372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2372.degrees latitude (g = 980.6199 gals.).
 KW2372
 KW2372.The modeled gravity was interpolated from observed gravity values.
 KW2372
 KW2372;                    North         East    Units  Estimated Accuracy
 KW2372;SPC PA N     -    68,520.      610,810.      MT  (+/- 180 meters Scaled)
 KW2372
 KW2372                          SUPERSEDED SURVEY CONTROL
 KW2372
 KW2372  NGVD 29 (??/??/??)  440.766  (m)         1446.08   (f) ADJUSTED    2 0
 KW2372
 KW2372.Superseded values are not recommended for survey control.
 KW2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2372.See file dsdata.txt to determine how the superseded data were derived.
 KW2372
 KW2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL787180(NAD 83)
 KW2372_MARKER: DB = BENCH MARK DISK
 KW2372_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2372_SP_SET: BASE
 KW2372_STAMPING: K 152 1941
 KW2372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2372
 KW2372  HISTORY     - Date     Condition        Report By
 KW2372  HISTORY     - 1941     MONUMENTED       CGS
 KW2372
 KW2372                          STATION DESCRIPTION
 KW2372
 KW2372'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW2372'0.8 MI S FROM POTTER MILLS.
 KW2372'ABOUT 0.8 MILE SOUTH ALONG U.S. HIGHWAY 322 FROM THE JUNCTION
 KW2372'OF STATE HIGHWAY 53 AT POTTER MILLS, CENTRE COUNTY, AT THE
 KW2372'TEXACO OIL CO. SERVICE STATION, IN THE CENTER OF THE CONCRETE
 KW2372'GAS PUMP BASE, 9.5 FEET NORTH OF THE SOUTH PUMP, 9 FEET SOUTH
 KW2372'OF THE NORTH PUMP, 19.3 FEET WEST OF THE FRONT ENTRANCE TO THE
 KW2372'STATION BUILDING, 1 FOOT WEST OF THE SIGN POST, AND 35 FEET EAST
 KW2372'OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 KW2372'K 152 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1905 ***********************************************************************
 KW1905  DESIGNATION -  K 153
 KW1905  PID         -  KW1905
 KW1905  STATE/COUNTY-  PA/PERRY
 KW1905  USGS QUAD   -  NEWPORT (1973)
 KW1905
 KW1905                         *CURRENT SURVEY CONTROL
 KW1905  ___________________________________________________________________
 KW1905* NAD 83(1986)-  40 23 30.     (N)    077 08 48.     (W)     SCALED    
 KW1905* NAVD 88     -       220.618  (meters)     723.81   (feet)  ADJUSTED  
 KW1905  ___________________________________________________________________
 KW1905  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KW1905  DYNAMIC HT  -         220.510 (meters)     723.46  (feet)  COMP
 KW1905  MODELED GRAV-     980,130.1   (mgal)                       NAVD 88
 KW1905
 KW1905  VERT ORDER  -  SECOND    CLASS 0
 KW1905
 KW1905.The horizontal coordinates were scaled from a topographic map and have
 KW1905.an estimated accuracy of +/- 6 seconds.
 KW1905
 KW1905.The orthometric height was determined by differential leveling
 KW1905.and adjusted by the National Geodetic Survey in June 1991..
 KW1905
 KW1905.The geoid height was determined by GEOID03.
 KW1905
 KW1905.The dynamic height is computed by dividing the NAVD 88
 KW1905.geopotential number by the normal gravity value computed on the
 KW1905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1905.degrees latitude (g = 980.6199 gals.).
 KW1905
 KW1905.The modeled gravity was interpolated from observed gravity values.
 KW1905
 KW1905;                    North         East    Units  Estimated Accuracy
 KW1905;SPC PA S     -   117,690.      651,220.      MT  (+/- 180 meters Scaled)
 KW1905
 KW1905                          SUPERSEDED SURVEY CONTROL
 KW1905
 KW1905  NGVD 29 (??/??/??)  220.839  (m)          724.54   (f) ADJUSTED    2 0
 KW1905
 KW1905.Superseded values are not recommended for survey control.
 KW1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1905.See file dsdata.txt to determine how the superseded data were derived.
 KW1905
 KW1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK178734(NAD 83)
 KW1905_MARKER: DB = BENCH MARK DISK
 KW1905_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1905_SP_SET: CULVERT
 KW1905_STAMPING: K-153 1942
 KW1905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1905
 KW1905  HISTORY     - Date     Condition        Report By
 KW1905  HISTORY     - 1942     MONUMENTED       CGS
 KW1905  HISTORY     - 1952     GOOD             CGS
 KW1905
 KW1905                          STATION DESCRIPTION
 KW1905
 KW1905'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1905'3.2 MI SE FROM BLOOMFIELD.
 KW1905'3.2 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 34 FROM THE COUNTY
 KW1905'COURT HOUSE AT BLOOMFIELD, SET IN THE CENTER OF THE WEST
 KW1905'HEADWALL OF CULVERT NO. 881 + 25, 14.6 FEET WEST OF THE
 KW1905'CENTER-LINE OF THE HIGHWAY, 14.3 FEET SOUTH OF THE NORTH GUARD
 KW1905'RAIL POST, 6 FEET SOUTH OF POLE NO. 51423, 1.6 FEET WEST OF THE
 KW1905'GUARD RAIL FENCE, 0.3 MILE NORTH OF THE INTERSECTION OF NO. 34
 KW1905'AND NO. 274.  A STANDARD DISK.
 KW1905
 KW1905                          STATION RECOVERY (1952)
 KW1905
 KW1905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 KW1905'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1920 ***********************************************************************
 KW1920  DESIGNATION -  K 154
 KW1920  PID         -  KW1920
 KW1920  STATE/COUNTY-  PA/PERRY
 KW1920  USGS QUAD   -  WERTZVILLE (1987)
 KW1920
 KW1920                         *CURRENT SURVEY CONTROL
 KW1920  ___________________________________________________________________
 KW1920* NAD 83(1986)-  40 18 20.     (N)    077 00 52.     (W)     SCALED    
 KW1920* NAVD 88     -       310.679  (meters)    1019.29   (feet)  ADJUSTED  
 KW1920  ___________________________________________________________________
 KW1920  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 KW1920  DYNAMIC HT  -         310.527 (meters)    1018.79  (feet)  COMP
 KW1920  MODELED GRAV-     980,127.5   (mgal)                       NAVD 88
 KW1920
 KW1920  VERT ORDER  -  SECOND    CLASS 0
 KW1920
 KW1920.The horizontal coordinates were scaled from a topographic map and have
 KW1920.an estimated accuracy of +/- 6 seconds.
 KW1920
 KW1920.The orthometric height was determined by differential leveling
 KW1920.and adjusted by the National Geodetic Survey in June 1991..
 KW1920
 KW1920.The geoid height was determined by GEOID03.
 KW1920
 KW1920.The dynamic height is computed by dividing the NAVD 88
 KW1920.geopotential number by the normal gravity value computed on the
 KW1920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1920.degrees latitude (g = 980.6199 gals.).
 KW1920
 KW1920.The modeled gravity was interpolated from observed gravity values.
 KW1920
 KW1920;                    North         East    Units  Estimated Accuracy
 KW1920;SPC PA S     -   108,210.      662,530.      MT  (+/- 180 meters Scaled)
 KW1920
 KW1920                          SUPERSEDED SURVEY CONTROL
 KW1920
 KW1920  NGVD 29 (??/??/??)  310.893  (m)         1019.99   (f) ADJUSTED    2 0
 KW1920
 KW1920.Superseded values are not recommended for survey control.
 KW1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1920.See file dsdata.txt to determine how the superseded data were derived.
 KW1920
 KW1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK288636(NAD 83)
 KW1920_MARKER: DB = BENCH MARK DISK
 KW1920_SETTING: 80 = SET IN A BOULDER
 KW1920_SP_SET: BOULDER
 KW1920_STAMPING: K 154 1942
 KW1920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1920+STABILITY: SURFACE MOTION
 KW1920
 KW1920  HISTORY     - Date     Condition        Report By
 KW1920  HISTORY     - 1942     MONUMENTED       CGS
 KW1920  HISTORY     - 1953     GOOD             USE
 KW1920
 KW1920                          STATION DESCRIPTION
 KW1920
 KW1920'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1920'7.7 MI N FROM MECHANICSBURG.
 KW1920'7.7 MILES NORTH ALONG THE COUNTY ROAD FROM THE POST OFFICE AT
 KW1920'MECHANICSBURG, SET IN THE TOP OF A RED BOULDER NEAR THE SUMMIT
 KW1920'OF THE HILL, 200 FEET SOUTH OF THE CENTER-LINE OF THE INTERSECTION
 KW1920'OF THE TWO ROADS, ABOUT 125 FEET NORTH OF THE CAMP GROUNDS, ON THE
 KW1920'EAST SLOPE OF HILL, 11 FEET EAST OF THE CENTER-LINE OF THE ROAD,
 KW1920'ABOUT 1 FOOT BELOW THE LEVEL OF THE GROUND.  A STANDARD DISK.
 KW1920'NOTE-- 10.4 FEET SOUTH OF TRIANGULAR BLAZE ON ELM TREE, 25.3 FEET
 KW1920'NNW OF TRIANGULAR BLAZE ON ELM TREE.
 KW1920
 KW1920                          STATION RECOVERY (1953)
 KW1920
 KW1920'RECOVERY NOTE BY US ENGINEERS 1953
 KW1920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0912 ***********************************************************************
 KW0912  DESIGNATION -  K 155
 KW0912  PID         -  KW0912
 KW0912  STATE/COUNTY-  PA/DAUPHIN
 KW0912  USGS QUAD   -  STEELTON (1987)
 KW0912
 KW0912                         *CURRENT SURVEY CONTROL
 KW0912  ___________________________________________________________________
 KW0912* NAD 83(1986)-  40 12 02.     (N)    076 46 00.     (W)     SCALED    
 KW0912* NAVD 88     -        94.359  (meters)     309.58   (feet)  ADJUSTED  
 KW0912  ___________________________________________________________________
 KW0912  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 KW0912  DYNAMIC HT  -          94.310 (meters)     309.42  (feet)  COMP
 KW0912  MODELED GRAV-     980,109.0   (mgal)                       NAVD 88
 KW0912
 KW0912  VERT ORDER  -  FIRST     CLASS II
 KW0912
 KW0912.The horizontal coordinates were scaled from a topographic map and have
 KW0912.an estimated accuracy of +/- 6 seconds.
 KW0912
 KW0912.The orthometric height was determined by differential leveling
 KW0912.and adjusted by the National Geodetic Survey in June 1991..
 KW0912
 KW0912.The geoid height was determined by GEOID03.
 KW0912
 KW0912.The dynamic height is computed by dividing the NAVD 88
 KW0912.geopotential number by the normal gravity value computed on the
 KW0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0912.degrees latitude (g = 980.6199 gals.).
 KW0912
 KW0912.The modeled gravity was interpolated from observed gravity values.
 KW0912
 KW0912;                    North         East    Units  Estimated Accuracy
 KW0912;SPC PA S     -    96,760.      683,720.      MT  (+/- 180 meters Scaled)
 KW0912
 KW0912                          SUPERSEDED SURVEY CONTROL
 KW0912
 KW0912  NGVD 29 (??/??/??)   94.593  (m)          310.34   (f) ADJUSTED    1 2
 KW0912
 KW0912.Superseded values are not recommended for survey control.
 KW0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0912.See file dsdata.txt to determine how the superseded data were derived.
 KW0912
 KW0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK496515(NAD 83)
 KW0912_MARKER: DB = BENCH MARK DISK
 KW0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0912_STAMPING: K 155 1942
 KW0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0912+STABILITY: SURFACE MOTION
 KW0912
 KW0912  HISTORY     - Date     Condition        Report By
 KW0912  HISTORY     - 1942     MONUMENTED       CGS
 KW0912  HISTORY     - 1963     MARK NOT FOUND   CGS
 KW0912
 KW0912                          STATION DESCRIPTION
 KW0912
 KW0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0912'2 MI NW FROM MIDDLETOWN.
 KW0912'ABOUT 2.0 MILES NORTHWEST ALONG U.S. HIGHWAY 230 FROM THE
 KW0912'PENNSYLVANIA RAILROAD STATION AT MIDDLETOWN, DAUPHIN COUNTY,
 KW0912'NEAR A SMALL CEMETERY, 79 FEET WEST-SOUTHWEST OF THE SOUTH
 KW0912'CORNER, 37.6 FEET WEST OF GUY POLE 341-1/2, 54.3 FEET SOUTHWEST
 KW0912'OF THE CENTER LINE OF THE HIGHWAY, AND 2 FEET NORTHWEST OF A
 KW0912'FENCE LINE AT THE EAST CORNER OF A FIELD.  A STANDARD DISK,
 KW0912'STAMPED K 155 1942 AND SET IN THE TOP OF A CONCRETE POST.
 KW0912
 KW0912                          STATION RECOVERY (1963)
 KW0912
 KW0912'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 KW0912'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2013 ***********************************************************************
 JV2013  DESIGNATION -  K 156
 JV2013  PID         -  JV2013
 JV2013  STATE/COUNTY-  PA/FRANKLIN
 JV2013  USGS QUAD   -  CALEDONIA PARK (1990)
 JV2013
 JV2013                         *CURRENT SURVEY CONTROL
 JV2013  ___________________________________________________________________
 JV2013* NAD 83(1986)-  39 54 17.     (N)    077 29 54.     (W)     SCALED    
 JV2013* NAVD 88     -       278.851  (meters)     914.86   (feet)  ADJUSTED  
 JV2013  ___________________________________________________________________
 JV2013  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 JV2013  DYNAMIC HT  -         278.683 (meters)     914.31  (feet)  COMP
 JV2013  MODELED GRAV-     980,019.1   (mgal)                       NAVD 88
 JV2013
 JV2013  VERT ORDER  -  SECOND    CLASS 0
 JV2013
 JV2013.The horizontal coordinates were scaled from a topographic map and have
 JV2013.an estimated accuracy of +/- 6 seconds.
 JV2013
 JV2013.The orthometric height was determined by differential leveling
 JV2013.and adjusted by the National Geodetic Survey in June 1991..
 JV2013
 JV2013.The geoid height was determined by GEOID03.
 JV2013
 JV2013.The dynamic height is computed by dividing the NAVD 88
 JV2013.geopotential number by the normal gravity value computed on the
 JV2013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2013.degrees latitude (g = 980.6199 gals.).
 JV2013
 JV2013.The modeled gravity was interpolated from observed gravity values.
 JV2013
 JV2013;                    North         East    Units  Estimated Accuracy
 JV2013;SPC PA S     -    63,480.      621,520.      MT  (+/- 180 meters Scaled)
 JV2013
 JV2013                          SUPERSEDED SURVEY CONTROL
 JV2013
 JV2013  NGVD 29 (??/??/??)  279.024  (m)          915.43   (f) ADJUSTED    2 0
 JV2013
 JV2013.Superseded values are not recommended for survey control.
 JV2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2013.See file dsdata.txt to determine how the superseded data were derived.
 JV2013
 JV2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK864201(NAD 83)
 JV2013_MARKER: DB = BENCH MARK DISK
 JV2013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV2013_SP_SET: CULVERT
 JV2013_STAMPING: K 156 1942
 JV2013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV2013
 JV2013  HISTORY     - Date     Condition        Report By
 JV2013  HISTORY     - 1942     MONUMENTED       CGS
 JV2013  HISTORY     - 19901029 MARK NOT FOUND   USGS
 JV2013
 JV2013                          STATION DESCRIPTION
 JV2013
 JV2013'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV2013'2.2 MI SE FROM SCOTLAND.
 JV2013'2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 997 FROM THE POST OFFICE
 JV2013'AT SCOTLAND, FRANKLIN COUNTY THENCE 4.1 MILES SOUTHEAST ALONG A
 JV2013'BLACKTOP ROAD LEADING FROM THE HIGHWAY TO BLACK GAP, AND THENCE
 JV2013'1.2 MILES EAST ALONG U.S. HIGHWAY 30, IN THE CENTER OF THE TOP
 JV2013'OF THE SOUTH HEADWALL OF AN 18-INCH PIPE CULVERT UNDER THE
 JV2013'HIGHWAY, 45 FEET WEST OF A TELEPHONE POLE NUMBERED 597 AND 365,
 JV2013'AND 14 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 JV2013'DISK, STAMPED K 156 1942.
 JV2013
 JV2013                          STATION RECOVERY (1990)
 JV2013
 JV2013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (BJS)
 JV2013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3380 ***********************************************************************
 JV3380  DESIGNATION -  K 157
 JV3380  PID         -  JV3380
 JV3380  STATE/COUNTY-  PA/FRANKLIN
 JV3380  USGS QUAD   -  WAYNESBORO (1990)
 JV3380
 JV3380                         *CURRENT SURVEY CONTROL
 JV3380  ___________________________________________________________________
 JV3380* NAD 83(1986)-  39 47 10.     (N)    077 34 29.     (W)     SCALED    
 JV3380* NAVD 88     -       226.319  (meters)     742.51   (feet)  ADJUSTED  
 JV3380  ___________________________________________________________________
 JV3380  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JV3380  DYNAMIC HT  -         226.187 (meters)     742.08  (feet)  COMP
 JV3380  MODELED GRAV-     980,037.7   (mgal)                       NAVD 88
 JV3380
 JV3380  VERT ORDER  -  SECOND    CLASS 0
 JV3380
 JV3380.The horizontal coordinates were scaled from a topographic map and have
 JV3380.an estimated accuracy of +/- 6 seconds.
 JV3380
 JV3380.The orthometric height was determined by differential leveling
 JV3380.and adjusted by the National Geodetic Survey in June 1991..
 JV3380
 JV3380.The geoid height was determined by GEOID03.
 JV3380
 JV3380.The dynamic height is computed by dividing the NAVD 88
 JV3380.geopotential number by the normal gravity value computed on the
 JV3380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3380.degrees latitude (g = 980.6199 gals.).
 JV3380
 JV3380.The modeled gravity was interpolated from observed gravity values.
 JV3380
 JV3380;                    North         East    Units  Estimated Accuracy
 JV3380;SPC PA S     -    50,290.      615,020.      MT  (+/- 180 meters Scaled)
 JV3380
 JV3380                          SUPERSEDED SURVEY CONTROL
 JV3380
 JV3380  NGVD 29 (??/??/??)  226.497  (m)          743.10   (f) ADJUSTED    2 0
 JV3380
 JV3380.Superseded values are not recommended for survey control.
 JV3380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3380.See file dsdata.txt to determine how the superseded data were derived.
 JV3380
 JV3380_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK795071(NAD 83)
 JV3380_MARKER: DB = BENCH MARK DISK
 JV3380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV3380_SP_SET: CULVERT
 JV3380_STAMPING: K 157 1942
 JV3380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV3380
 JV3380  HISTORY     - Date     Condition        Report By
 JV3380  HISTORY     - 1942     MONUMENTED       CGS
 JV3380  HISTORY     - 19901029 MARK NOT FOUND   USGS
 JV3380
 JV3380                          STATION DESCRIPTION
 JV3380
 JV3380'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3380'2.8 MI N FROM WAYNESBORO.
 JV3380'2.8 MILES NORTH ALONG STATE HIGHWAY 997 FROM THE POST OFFICE AT
 JV3380'WAYNESBORO, FRANKLIN COUNTY, AT A Y-INTERSECTION OF THE HIGHWAY
 JV3380'AND A COUNTRY ROAD LEADING NORTHWEST, 51 FEET NORTHEAST OF THE
 JV3380'CENTERLINE OF THE COUNTRY ROAD, 37.8 FEET EAST OF A POWER LINE
 JV3380'POLE, 13 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND IN
 JV3380'THE CENTER OF THE NORTHEAST HEADWALL OF AN 18-INCH PIPE CULVERT
 JV3380'UNDER THE HIGHWAY.  A STANDARD DISK, STAMPED K 157 1942.
 JV3380
 JV3380                          STATION RECOVERY (1990)
 JV3380
 JV3380'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (BJS)
 JV3380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3428 ***********************************************************************
 JV3428  DESIGNATION -  K 158
 JV3428  PID         -  JV3428
 JV3428  STATE/COUNTY-  PA/FRANKLIN
 JV3428  USGS QUAD   -  WAYNESBORO (1990)
 JV3428
 JV3428                         *CURRENT SURVEY CONTROL
 JV3428  ___________________________________________________________________
 JV3428* NAD 83(1986)-  39 45 21.     (N)    077 34 39.     (W)     SCALED    
 JV3428* NAVD 88     -       217.101  (meters)     712.27   (feet)  ADJUSTED  
 JV3428  ___________________________________________________________________
 JV3428  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 JV3428  DYNAMIC HT  -         216.975 (meters)     711.86  (feet)  COMP
 JV3428  MODELED GRAV-     980,042.4   (mgal)                       NAVD 88
 JV3428
 JV3428  VERT ORDER  -  SECOND    CLASS 0
 JV3428
 JV3428.The horizontal coordinates were scaled from a topographic map and have
 JV3428.an estimated accuracy of +/- 6 seconds.
 JV3428
 JV3428.The orthometric height was determined by differential leveling
 JV3428.and adjusted by the National Geodetic Survey in June 1991..
 JV3428
 JV3428.The geoid height was determined by GEOID03.
 JV3428
 JV3428.The dynamic height is computed by dividing the NAVD 88
 JV3428.geopotential number by the normal gravity value computed on the
 JV3428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3428.degrees latitude (g = 980.6199 gals.).
 JV3428
 JV3428.The modeled gravity was interpolated from observed gravity values.
 JV3428
 JV3428;                    North         East    Units  Estimated Accuracy
 JV3428;SPC PA S     -    46,930.      614,780.      MT  (+/- 180 meters Scaled)
 JV3428
 JV3428                          SUPERSEDED SURVEY CONTROL
 JV3428
 JV3428  NGVD 29 (??/??/??)  217.280  (m)          712.86   (f) ADJUSTED    2 0
 JV3428
 JV3428.Superseded values are not recommended for survey control.
 JV3428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3428.See file dsdata.txt to determine how the superseded data were derived.
 JV3428
 JV3428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK791038(NAD 83)
 JV3428_MARKER: DB = BENCH MARK DISK
 JV3428_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3428_SP_SET: BUILDING
 JV3428_STAMPING: K 158 1942
 JV3428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JV3428+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2004
 JV3428
 JV3428  HISTORY     - Date     Condition        Report By
 JV3428  HISTORY     - 1942     MONUMENTED       CGS
 JV3428  HISTORY     - 20040501 GOOD             USPSQD
 JV3428  HISTORY     - 20041024 GOOD             GEOCAC
 JV3428
 JV3428                          STATION DESCRIPTION
 JV3428
 JV3428'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3428'AT WAYNESBORO.
 JV3428'AT WAYNESBORO, FRANKLIN COUNTY, 0.2 MILE NORTHWEST ALONG STATE
 JV3428'HIGHWAY 16 FROM THE POST OFFICE, ON THE NORTHWEST CORNER OF THE
 JV3428'SQUARE IN THE SOUTHEAST CORNER OF THE FIRST NATIONAL BANK BUILDING,
 JV3428'AND 3.8 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED
 JV3428'K 158 1942 AND SET VERTICALLY.
 JV3428
 JV3428                          STATION RECOVERY (2004)
 JV3428
 JV3428'RECOVERY NOTE BY US POWER SQUADRON 2004 (CM)
 JV3428'FOUND IN GOOD CONDITION.
 JV3428
 JV3428                          STATION RECOVERY (2004)
 JV3428
 JV3428'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 JV3428'MARK IS ON THE M AND T BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2308 ***********************************************************************
 KW2308  DESIGNATION -  K 16
 KW2308  PID         -  KW2308
 KW2308  STATE/COUNTY-  PA/CENTRE
 KW2308  USGS QUAD   -  BELLEFONTE (1998)
 KW2308
 KW2308                         *CURRENT SURVEY CONTROL
 KW2308  ___________________________________________________________________
 KW2308* NAD 83(1986)-  40 56 32.     (N)    077 47 27.     (W)     SCALED    
 KW2308* NAVD 88     -       212.246  (meters)     696.34   (feet)  ADJUSTED  
 KW2308  ___________________________________________________________________
 KW2308  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KW2308  DYNAMIC HT  -         212.145 (meters)     696.01  (feet)  COMP
 KW2308  MODELED GRAV-     980,143.2   (mgal)                       NAVD 88
 KW2308
 KW2308  VERT ORDER  -  FIRST     CLASS II
 KW2308
 KW2308.The horizontal coordinates were scaled from a topographic map and have
 KW2308.an estimated accuracy of +/- 6 seconds.
 KW2308
 KW2308.The orthometric height was determined by differential leveling
 KW2308.and adjusted by the National Geodetic Survey in June 1991..
 KW2308
 KW2308.The geoid height was determined by GEOID03.
 KW2308
 KW2308.The dynamic height is computed by dividing the NAVD 88
 KW2308.geopotential number by the normal gravity value computed on the
 KW2308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2308.degrees latitude (g = 980.6199 gals.).
 KW2308
 KW2308.The modeled gravity was interpolated from observed gravity values.
 KW2308
 KW2308;                    North         East    Units  Estimated Accuracy
 KW2308;SPC PA N     -    86,130.      596,560.      MT  (+/- 180 meters Scaled)
 KW2308
 KW2308                          SUPERSEDED SURVEY CONTROL
 KW2308
 KW2308  NGVD 29 (??/??/??)  212.449  (m)          697.01   (f) ADJUSTED    1 2
 KW2308
 KW2308.Superseded values are not recommended for survey control.
 KW2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2308.See file dsdata.txt to determine how the superseded data were derived.
 KW2308
 KW2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL650360(NAD 83)
 KW2308_MARKER: DB = BENCH MARK DISK
 KW2308_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2308_SP_SET: BRIDGE
 KW2308_STAMPING: K 16 1934
 KW2308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2308
 KW2308  HISTORY     - Date     Condition        Report By
 KW2308  HISTORY     - 1934     MONUMENTED       CGS
 KW2308  HISTORY     - 1973     GOOD             NGS
 KW2308  HISTORY     - 19960518 GOOD             USPSQD
 KW2308  HISTORY     - 19991101 GOOD             PADT
 KW2308
 KW2308                          STATION DESCRIPTION
 KW2308
 KW2308'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW2308'AT MILESBURG.
 KW2308'AT MILESBURG, CENTRE COUNTY, ON THE BELLEFONTE-LEWISBURG
 KW2308'LINE OF THE PENNSYLVANIA RAILROAD, 90 FEET SOUTH OF THE
 KW2308'CROSSING OF U.S. HIGHWAY 322, AT 60-FOOT SPAN BRIDGE 31.08,
 KW2308'AND 4 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 KW2308'STAMPED K 16 1934.
 KW2308
 KW2308                          STATION RECOVERY (1973)
 KW2308
 KW2308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KW2308'RECOVERED IN GOOD CONDITION.
 KW2308
 KW2308                          STATION RECOVERY (1996)
 KW2308
 KW2308'RECOVERY NOTE BY US POWER SQUADRON 1996
 KW2308'RECOVERED IN GOOD CONDITION.
 KW2308
 KW2308                          STATION RECOVERY (1999)
 KW2308
 KW2308'RECOVERY NOTE BY PA DEPT OF TRANSP 1999
 KW2308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1020 ***********************************************************************
 KW1020  DESIGNATION -  K 160
 KW1020  PID         -  KW1020
 KW1020  STATE/COUNTY-  PA/YORK
 KW1020  USGS QUAD   -  WELLSVILLE (1972)
 KW1020
 KW1020                         *CURRENT SURVEY CONTROL
 KW1020  ___________________________________________________________________
 KW1020* NAD 83(1986)-  40 00 42.     (N)    076 54 50.     (W)     SCALED    
 KW1020* NAVD 88     -       165.060  (meters)     541.53   (feet)  ADJUSTED  
 KW1020  ___________________________________________________________________
 KW1020  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KW1020  DYNAMIC HT  -         164.974 (meters)     541.25  (feet)  COMP
 KW1020  MODELED GRAV-     980,104.2   (mgal)                       NAVD 88
 KW1020
 KW1020  VERT ORDER  -  SECOND    CLASS 0
 KW1020
 KW1020.The horizontal coordinates were scaled from a topographic map and have
 KW1020.an estimated accuracy of +/- 6 seconds.
 KW1020
 KW1020.The orthometric height was determined by differential leveling
 KW1020.and adjusted by the National Geodetic Survey in June 1991..
 KW1020
 KW1020.The geoid height was determined by GEOID03.
 KW1020
 KW1020.The dynamic height is computed by dividing the NAVD 88
 KW1020.geopotential number by the normal gravity value computed on the
 KW1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1020.degrees latitude (g = 980.6199 gals.).
 KW1020
 KW1020.The modeled gravity was interpolated from observed gravity values.
 KW1020
 KW1020;                    North         East    Units  Estimated Accuracy
 KW1020;SPC PA S     -    75,660.      671,390.      MT  (+/- 180 meters Scaled)
 KW1020
 KW1020                          SUPERSEDED SURVEY CONTROL
 KW1020
 KW1020  NGVD 29 (??/??/??)  165.279  (m)          542.25   (f) ADJUSTED    2 0
 KW1020
 KW1020.Superseded values are not recommended for survey control.
 KW1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1020.See file dsdata.txt to determine how the superseded data were derived.
 KW1020
 KW1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK366308(NAD 83)
 KW1020_MARKER: DB = BENCH MARK DISK
 KW1020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1020_SP_SET: WALL
 KW1020_STAMPING: K-160 1942
 KW1020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1020_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1020+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 KW1020
 KW1020  HISTORY     - Date     Condition        Report By
 KW1020  HISTORY     - 1942     MONUMENTED       CGS
 KW1020  HISTORY     - 20060429 GOOD             GEOCAC
 KW1020
 KW1020                          STATION DESCRIPTION
 KW1020
 KW1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1020'3.9 MI SE FROM WELLSVILLE.
 KW1020'ABOUT 1 MILE SOUTH ALONG HIGHWAY NO. 294 FROM THE HIGH SCHOOL
 KW1020'AT WELLSVILLE, THENCE, 2.9 MILES SOUTH-EAST ALONG ROAD NO. 66034,
 KW1020'17.5 FT. SOUTH OF THE CENTER LINE OF ROAD NO. 66034, 17 FT.
 KW1020'NORTH OF THE NORTH WEST CORNER OF THE MOUNTAIN SPRING PARK STORE,
 KW1020'SET IN THE WEST END OF A CONCRETE RETAINING WALL, ABOUT 2 FT.
 KW1020'HIGHER THAN THE ROAD.
 KW1020
 KW1020                          STATION RECOVERY (2006)
 KW1020
 KW1020'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW1020'STORE IS NOW A PRIVATE RESIDENCE LOCATED AT 6520 DETTERS MILL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2062 ***********************************************************************
 JV2062  DESIGNATION -  K 161
 JV2062  PID         -  JV2062
 JV2062  STATE/COUNTY-  PA/ADAMS
 JV2062  USGS QUAD   -  HAMPTON (1990)
 JV2062
 JV2062                         *CURRENT SURVEY CONTROL
 JV2062  ___________________________________________________________________
 JV2062* NAD 83(1986)-  39 57 47.     (N)    077 04 28.     (W)     SCALED    
 JV2062* NAVD 88     -       182.713  (meters)     599.45   (feet)  ADJUSTED  
 JV2062  ___________________________________________________________________
 JV2062  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 JV2062  DYNAMIC HT  -         182.617 (meters)     599.14  (feet)  COMP
 JV2062  MODELED GRAV-     980,095.6   (mgal)                       NAVD 88
 JV2062
 JV2062  VERT ORDER  -  SECOND    CLASS 0
 JV2062
 JV2062.The horizontal coordinates were scaled from a topographic map and have
 JV2062.an estimated accuracy of +/- 6 seconds.
 JV2062
 JV2062.The orthometric height was determined by differential leveling
 JV2062.and adjusted by the National Geodetic Survey in June 1991..
 JV2062
 JV2062.The geoid height was determined by GEOID03.
 JV2062
 JV2062.The dynamic height is computed by dividing the NAVD 88
 JV2062.geopotential number by the normal gravity value computed on the
 JV2062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2062.degrees latitude (g = 980.6199 gals.).
 JV2062
 JV2062.The modeled gravity was interpolated from observed gravity values.
 JV2062
 JV2062;                    North         East    Units  Estimated Accuracy
 JV2062;SPC PA S     -    70,140.      657,720.      MT  (+/- 180 meters Scaled)
 JV2062
 JV2062                          SUPERSEDED SURVEY CONTROL
 JV2062
 JV2062  NGVD 29 (??/??/??)  182.914  (m)          600.11   (f) ADJUSTED    2 0
 JV2062
 JV2062.Superseded values are not recommended for survey control.
 JV2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2062.See file dsdata.txt to determine how the superseded data were derived.
 JV2062
 JV2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK228257(NAD 83)
 JV2062_MARKER: DB = BENCH MARK DISK
 JV2062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV2062_SP_SET: CULVERT
 JV2062_STAMPING: K 161 1942
 JV2062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV2062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JV2062+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2006
 JV2062
 JV2062  HISTORY     - Date     Condition        Report By
 JV2062  HISTORY     - 1942     MONUMENTED       CGS
 JV2062  HISTORY     - 1970     GOOD             DECKER
 JV2062  HISTORY     - 20060621 GOOD             GEOCAC
 JV2062
 JV2062                          STATION DESCRIPTION
 JV2062
 JV2062'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV2062'2.4 MI N FROM HAMPTON.
 JV2062'ABOUT 2.4 MILES NORTH ALONG HIGHWAY NO. 94 FROM THE POST OFFICE
 JV2062'AT HAMPTON, ABOUT 200 FT. SOUTH-EAST OF MOMS BAR, 160 FT. NORTH
 JV2062'OF THE CENTER LINE OF A FARM ENTRANCE, 21 FT. EAST OF THE CENTER
 JV2062'LINE OF HIGHWAY NO. 94, A STANDARD DISK SET IN THE CENTER OF THE
 JV2062'EAST RETAINING WALL OF A CULVERT.
 JV2062
 JV2062                          STATION RECOVERY (1970)
 JV2062
 JV2062'RECOVERY NOTE BY R L DECKER 1970
 JV2062'RECOVERED IN GOOD CONDITION.
 JV2062
 JV2062                          STATION RECOVERY (2006)
 JV2062
 JV2062'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JV2062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1632 ***********************************************************************
 JV1632  DESIGNATION -  K 162
 JV1632  PID         -  JV1632
 JV1632  STATE/COUNTY-  PA/YORK
 JV1632  USGS QUAD   -  WEST YORK (1973)
 JV1632
 JV1632                         *CURRENT SURVEY CONTROL
 JV1632  ___________________________________________________________________
 JV1632* NAD 83(1986)-  39 56 27.     (N)    076 51 56.     (W)     SCALED    
 JV1632* NAVD 88     -       129.046  (meters)     423.38   (feet)  ADJUSTED  
 JV1632  ___________________________________________________________________
 JV1632  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 JV1632  DYNAMIC HT  -         128.978 (meters)     423.16  (feet)  COMP
 JV1632  MODELED GRAV-     980,100.2   (mgal)                       NAVD 88
 JV1632
 JV1632  VERT ORDER  -  SECOND    CLASS 0
 JV1632
 JV1632.The horizontal coordinates were scaled from a topographic map and have
 JV1632.an estimated accuracy of +/- 6 seconds.
 JV1632
 JV1632.The orthometric height was determined by differential leveling
 JV1632.and adjusted by the National Geodetic Survey in June 1991..
 JV1632
 JV1632.The geoid height was determined by GEOID03.
 JV1632
 JV1632.The dynamic height is computed by dividing the NAVD 88
 JV1632.geopotential number by the normal gravity value computed on the
 JV1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1632.degrees latitude (g = 980.6199 gals.).
 JV1632
 JV1632.The modeled gravity was interpolated from observed gravity values.
 JV1632
 JV1632;                    North         East    Units  Estimated Accuracy
 JV1632;SPC PA S     -    67,830.      675,590.      MT  (+/- 180 meters Scaled)
 JV1632
 JV1632                          SUPERSEDED SURVEY CONTROL
 JV1632
 JV1632  NGVD 29 (??/??/??)  129.272  (m)          424.12   (f) ADJUSTED    2 0
 JV1632
 JV1632.Superseded values are not recommended for survey control.
 JV1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1632.See file dsdata.txt to determine how the superseded data were derived.
 JV1632
 JV1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK406228(NAD 83)
 JV1632_MARKER: DB = BENCH MARK DISK
 JV1632_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1632_SP_SET: BRIDGE
 JV1632_STAMPING: K-162 1942
 JV1632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1632
 JV1632  HISTORY     - Date     Condition        Report By
 JV1632  HISTORY     - 1942     MONUMENTED       CGS
 JV1632
 JV1632                          STATION DESCRIPTION
 JV1632
 JV1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1632'6.4 MI E FROM EAST BERLIN.
 JV1632'6.4 MILES EAST ALONG HIGHWAY NO. 234 FROM THE POST - OFFICE AT
 JV1632'EAST BERLIN, 12 FT. SOUTH OF THE CENTERLINE OF HIGHWAY NO. 234,
 JV1632'A STANDARD DISK SET IN THE SOUTH-EAST CONCRETE BASE, OF THE
 JV1632'STEEL RAILING OF A BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2042 ***********************************************************************
 KW2042  DESIGNATION -  K 163
 KW2042  PID         -  KW2042
 KW2042  STATE/COUNTY-  PA/ADAMS
 KW2042  USGS QUAD   -  DILLSBURG (1984)
 KW2042
 KW2042                         *CURRENT SURVEY CONTROL
 KW2042  ___________________________________________________________________
 KW2042* NAD 83(1986)-  40 01 28.     (N)    077 04 14.     (W)     SCALED    
 KW2042* NAVD 88     -       160.665  (meters)     527.12   (feet)  ADJUSTED  
 KW2042  ___________________________________________________________________
 KW2042  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 KW2042  DYNAMIC HT  -         160.581 (meters)     526.84  (feet)  COMP
 KW2042  MODELED GRAV-     980,103.3   (mgal)                       NAVD 88
 KW2042
 KW2042  VERT ORDER  -  SECOND    CLASS 0
 KW2042
 KW2042.The horizontal coordinates were scaled from a topographic map and have
 KW2042.an estimated accuracy of +/- 6 seconds.
 KW2042
 KW2042.The orthometric height was determined by differential leveling
 KW2042.and adjusted by the National Geodetic Survey in June 1991..
 KW2042
 KW2042.The geoid height was determined by GEOID03.
 KW2042
 KW2042.The dynamic height is computed by dividing the NAVD 88
 KW2042.geopotential number by the normal gravity value computed on the
 KW2042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2042.degrees latitude (g = 980.6199 gals.).
 KW2042
 KW2042.The modeled gravity was interpolated from observed gravity values.
 KW2042
 KW2042;                    North         East    Units  Estimated Accuracy
 KW2042;SPC PA S     -    76,960.      658,000.      MT  (+/- 180 meters Scaled)
 KW2042
 KW2042                          SUPERSEDED SURVEY CONTROL
 KW2042
 KW2042  NGVD 29 (??/??/??)  160.865  (m)          527.77   (f) ADJUSTED    2 0
 KW2042
 KW2042.Superseded values are not recommended for survey control.
 KW2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2042.See file dsdata.txt to determine how the superseded data were derived.
 KW2042
 KW2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK233325(NAD 83)
 KW2042_MARKER: DB = BENCH MARK DISK
 KW2042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2042_STAMPING: K 163 1942
 KW2042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2042+STABILITY: SURFACE MOTION
 KW2042
 KW2042  HISTORY     - Date     Condition        Report By
 KW2042  HISTORY     - 1942     MONUMENTED       CGS
 KW2042  HISTORY     - 1952     GOOD             CGS
 KW2042  HISTORY     - 20001231 MARK NOT FOUND   NGS
 KW2042
 KW2042                          STATION DESCRIPTION
 KW2042
 KW2042'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW2042'9.2 MI W FROM WELLSVILLE.
 KW2042'ABOUT 5.7 MILES SOUTH-WEST ALONG HIGHWAY NO. 294 FROM THE HIGH
 KW2042'SCHOOL AT WELLSVILLE, THENCE, ABOUT 0.8 MILE WEST ALONG HIGHWAY
 KW2042'194, THENCE, ABOUT 2.7 MILES WEST ALONG ROAD NO. 66022 AND 01073,
 KW2042'ABOUT 400 FT. SOUTH-EAST OF A 2-STORY BRICK FARM HOUSE, 21 FT.
 KW2042'NORTH OF THE CENTER LINE OF ROAD NO. 01073, 4.5 FT. NORTH-EAST
 KW2042'OF A FENCE CORNER, 1.2 FT. SOUTH OF A WHITE POST STENCILED
 KW2042'U.S.B.M.
 KW2042
 KW2042                          STATION RECOVERY (1952)
 KW2042
 KW2042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 KW2042'RECOVERED IN GOOD CONDITION.
 KW2042
 KW2042                          STATION RECOVERY (2000)
 KW2042
 KW2042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DB)
 KW2042'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2067 ***********************************************************************
 KW2067  DESIGNATION -  K 164
 KW2067  PID         -  KW2067
 KW2067  STATE/COUNTY-  PA/ADAMS
 KW2067  USGS QUAD   -  DICKINSON (1977)
 KW2067
 KW2067                         *CURRENT SURVEY CONTROL
 KW2067  ___________________________________________________________________
 KW2067* NAD 83(1986)-  40 01 07.     (N)    077 15 31.     (W)     SCALED    
 KW2067* NAVD 88     -       268.969  (meters)     882.44   (feet)  ADJUSTED  
 KW2067  ___________________________________________________________________
 KW2067  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KW2067  DYNAMIC HT  -         268.816 (meters)     881.94  (feet)  COMP
 KW2067  MODELED GRAV-     980,054.0   (mgal)                       NAVD 88
 KW2067
 KW2067  VERT ORDER  -  SECOND    CLASS 0
 KW2067
 KW2067.The horizontal coordinates were scaled from a topographic map and have
 KW2067.an estimated accuracy of +/- 6 seconds.
 KW2067
 KW2067.The orthometric height was determined by differential leveling
 KW2067.and adjusted by the National Geodetic Survey in June 1991..
 KW2067
 KW2067.The geoid height was determined by GEOID03.
 KW2067
 KW2067.The dynamic height is computed by dividing the NAVD 88
 KW2067.geopotential number by the normal gravity value computed on the
 KW2067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2067.degrees latitude (g = 980.6199 gals.).
 KW2067
 KW2067.The modeled gravity was interpolated from observed gravity values.
 KW2067
 KW2067;                    North         East    Units  Estimated Accuracy
 KW2067;SPC PA S     -    76,210.      641,950.      MT  (+/- 180 meters Scaled)
 KW2067
 KW2067                          SUPERSEDED SURVEY CONTROL
 KW2067
 KW2067  NGVD 29 (??/??/??)  269.151  (m)          883.04   (f) ADJUSTED    2 0
 KW2067
 KW2067.Superseded values are not recommended for survey control.
 KW2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2067.See file dsdata.txt to determine how the superseded data were derived.
 KW2067
 KW2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK072322(NAD 83)
 KW2067_MARKER: DB = BENCH MARK DISK
 KW2067_SETTING: 80 = SET IN A BOULDER
 KW2067_SP_SET: BOULDER
 KW2067_STAMPING: K 164 1942
 KW2067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2067+STABILITY: SURFACE MOTION
 KW2067
 KW2067  HISTORY     - Date     Condition        Report By
 KW2067  HISTORY     - 1942     MONUMENTED       CGS
 KW2067  HISTORY     - 1952     GOOD             CGS
 KW2067  HISTORY     - 20060410 GOOD             GEOCAC
 KW2067
 KW2067                          STATION DESCRIPTION
 KW2067
 KW2067'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KW2067'1.6 MI SW FROM GOODYEAR.
 KW2067'IN ADAMS COUNTY, 1.6 MILES SOUTHWEST LONG THE READING COMPANY
 KW2067'RAILWAY FROM THE STATION AT GOODYEAR, CUMBERLAND COUNTY, THENCE
 KW2067'0.2 MILE NORTH ALONG A DIRT ROAD, THENCE 0.4 MILE WEST ALONG A
 KW2067'PAVED ROAD, AND THENCE 1.9 MILES SOUTHWEST ALONG THE COON ROAD,
 KW2067'AT AN INTERSECTION OF COON ROAD AND A DIRT ROAD LEADING SOUTH,
 KW2067'42 FEET NORTHWEST OF THE INTERSECTION, 35 FEET NORTH OF THE
 KW2067'CENTERLINE OF COON ROAD, BY A SMALL CREEK, IN THE TOP OF A
 KW2067'LARGE ROCK BOULDER, AND 4 FEET ABOVE THE GROUND.  A STANDARD
 KW2067'DISK, STAMPED K 164 1942.
 KW2067
 KW2067                          STATION RECOVERY (2006)
 KW2067
 KW2067'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2067'MARK AND BOULDER ARE ON NORTHEWEST SIDE OF SMALL CREEK, NORTH OF A
 KW2067'CULVERT WHERE CREEK RUNS UNDER COON ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2076 ***********************************************************************
 KW2076  DESIGNATION -  K 165
 KW2076  PID         -  KW2076
 KW2076  STATE/COUNTY-  PA/CUMBERLAND
 KW2076  USGS QUAD   -  DICKINSON (1977)
 KW2076
 KW2076                         *CURRENT SURVEY CONTROL
 KW2076  ___________________________________________________________________
 KW2076* NAD 83(1986)-  40 05 45.     (N)    077 22 22.     (W)     SCALED    
 KW2076* NAVD 88     -       203.104  (meters)     666.35   (feet)  ADJUSTED  
 KW2076  ___________________________________________________________________
 KW2076  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KW2076  DYNAMIC HT  -         202.991 (meters)     665.98  (feet)  COMP
 KW2076  MODELED GRAV-     980,065.6   (mgal)                       NAVD 88
 KW2076
 KW2076  VERT ORDER  -  SECOND    CLASS 0
 KW2076
 KW2076.The horizontal coordinates were scaled from a topographic map and have
 KW2076.an estimated accuracy of +/- 6 seconds.
 KW2076
 KW2076.The orthometric height was determined by differential leveling
 KW2076.and adjusted by the National Geodetic Survey in June 1991..
 KW2076
 KW2076.The geoid height was determined by GEOID03.
 KW2076
 KW2076.The dynamic height is computed by dividing the NAVD 88
 KW2076.geopotential number by the normal gravity value computed on the
 KW2076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2076.degrees latitude (g = 980.6199 gals.).
 KW2076
 KW2076.The modeled gravity was interpolated from observed gravity values.
 KW2076
 KW2076;                    North         East    Units  Estimated Accuracy
 KW2076;SPC PA S     -    84,730.      632,170.      MT  (+/- 180 meters Scaled)
 KW2076
 KW2076                          SUPERSEDED SURVEY CONTROL
 KW2076
 KW2076  NGVD 29 (??/??/??)  203.307  (m)          667.02   (f) ADJUSTED    2 0
 KW2076
 KW2076.Superseded values are not recommended for survey control.
 KW2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2076.See file dsdata.txt to determine how the superseded data were derived.
 KW2076
 KW2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK977410(NAD 83)
 KW2076_MARKER: DB = BENCH MARK DISK
 KW2076_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2076_SP_SET: FOUNDATION
 KW2076_STAMPING: K 165 1942
 KW2076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2076
 KW2076  HISTORY     - Date     Condition        Report By
 KW2076  HISTORY     - 1942     MONUMENTED       CGS
 KW2076  HISTORY     - 1952     GOOD             CGS
 KW2076  HISTORY     - 20060128 GOOD             GEOCAC
 KW2076
 KW2076                          STATION DESCRIPTION
 KW2076
 KW2076'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KW2076'9.1 MI SE FROM SHIPPENSBURG.
 KW2076'0.2 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE FIRST
 KW2076'NATIONAL BANK AT SHIPPENSBURG, CUMBERLAND COUNTY, THENCE 8.9
 KW2076'MILES EAST ALONG THE READING COMPANY RAILWAY, 7 RAILS EAST OF THE
 KW2076'HAYS GROVE STATION, 37.4 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 KW2076'TRACK, AND IN THE TOP OF THE CONCRETE FOUNDATION OF A LARGE
 KW2076'CIRCULAR BRICK WATERING TANK.  A STANDARD DISK, STAMPED K 165
 KW2076'1942.
 KW2076
 KW2076                          STATION RECOVERY (2006)
 KW2076
 KW2076'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2076'HAYS GROVE TRAIN STATION AND BRICK WATERING TANK HAVE BEEN REMOVED,
 KW2076'BUT CIRCULAR CONCRETE FOUNDATION REMAINS. TO REACH STATION, PROCEED
 KW2076'EAST AT RAILROAD CROSSING AT HAYS GROVE ROAD FOR APPROXIMATELY 75
 KW2076'YARDS TO FOUNDATION AND STATION ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0513 ***********************************************************************
 KW0513  DESIGNATION -  K 166 PADH
 KW0513  PID         -  KW0513
 KW0513  STATE/COUNTY-  PA/BERKS
 KW0513  USGS QUAD   -  BETHEL (1992)
 KW0513
 KW0513                         *CURRENT SURVEY CONTROL
 KW0513  ___________________________________________________________________
 KW0513* NAD 83(1986)-  40 28 23.     (N)    076 18 18.     (W)     SCALED    
 KW0513* NAVD 88     -       159.846  (meters)     524.43   (feet)  ADJUSTED  
 KW0513  ___________________________________________________________________
 KW0513  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 KW0513  DYNAMIC HT  -         159.764 (meters)     524.16  (feet)  COMP
 KW0513  MODELED GRAV-     980,109.2   (mgal)                       NAVD 88
 KW0513
 KW0513  VERT ORDER  -  SECOND    CLASS 0
 KW0513
 KW0513.The horizontal coordinates were scaled from a topographic map and have
 KW0513.an estimated accuracy of +/- 6 seconds.
 KW0513
 KW0513.The orthometric height was determined by differential leveling
 KW0513.and adjusted by the National Geodetic Survey in June 1991..
 KW0513
 KW0513.The geoid height was determined by GEOID03.
 KW0513
 KW0513.The dynamic height is computed by dividing the NAVD 88
 KW0513.geopotential number by the normal gravity value computed on the
 KW0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0513.degrees latitude (g = 980.6199 gals.).
 KW0513
 KW0513.The modeled gravity was interpolated from observed gravity values.
 KW0513
 KW0513;                    North         East    Units  Estimated Accuracy
 KW0513;SPC PA S     -   127,550.      722,530.      MT  (+/- 180 meters Scaled)
 KW0513
 KW0513                          SUPERSEDED SURVEY CONTROL
 KW0513
 KW0513  NGVD 29 (??/??/??)  160.051  (m)          525.10   (f) ADJUSTED    2 0
 KW0513
 KW0513.Superseded values are not recommended for survey control.
 KW0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0513.See file dsdata.txt to determine how the superseded data were derived.
 KW0513
 KW0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK893810(NAD 83)
 KW0513_MARKER: DD = SURVEY DISK
 KW0513_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0513_SP_SET: BRIDGE
 KW0513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0513_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0513+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2002
 KW0513
 KW0513  HISTORY     - Date     Condition        Report By
 KW0513  HISTORY     - UNK      MONUMENTED       PADH
 KW0513  HISTORY     - 1942     GOOD             CGS
 KW0513  HISTORY     - 20021219 GOOD             USPSQD
 KW0513
 KW0513                          STATION DESCRIPTION
 KW0513
 KW0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0513'0.6 MI W FROM BETHEL.
 KW0513'0.6 MILE WEST ALONG U.S. HIGHWAY NO. 22 FROM THE POST OFFICE AT
 KW0513'BETHEL, AT A CONCRETE BRIDGE UNDER A DIRT ROAD WHICH RUNS
 KW0513'PARALLEL TO THE HIGHWAY AND WHICH IS THE OLD HIGHWAY, 161
 KW0513'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A PENNSYLVANIA
 KW0513'DEPARTMENT OF HIGHWAYS BRONZE DISK, SET IN THE TOP OF THE
 KW0513'SOUTHWEST WINGWALL, 17 FEET WEST OF TELEPHONE POLE NO. M.E.
 KW0513'J-4088, AND 13 FEET SOUTH OF THE CENTERLINE OF THE OLD ROAD.
 KW0513
 KW0513                          STATION RECOVERY (2002)
 KW0513
 KW0513'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW0513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2026 ***********************************************************************
 KW2026  DESIGNATION -  K 167
 KW2026  PID         -  KW2026
 KW2026  STATE/COUNTY-  PA/CUMBERLAND
 KW2026  USGS QUAD   -  CARLISLE (1984)
 KW2026
 KW2026                         *CURRENT SURVEY CONTROL
 KW2026  ___________________________________________________________________
 KW2026* NAD 83(1986)-  40 08 08.     (N)    077 07 59.     (W)     SCALED    
 KW2026* NAVD 88     -       152.310  (meters)     499.70   (feet)  ADJUSTED  
 KW2026  ___________________________________________________________________
 KW2026  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KW2026  DYNAMIC HT  -         152.230 (meters)     499.44  (feet)  COMP
 KW2026  MODELED GRAV-     980,097.0   (mgal)                       NAVD 88
 KW2026
 KW2026  VERT ORDER  -  SECOND    CLASS 0
 KW2026
 KW2026.The horizontal coordinates were scaled from a topographic map and have
 KW2026.an estimated accuracy of +/- 6 seconds.
 KW2026
 KW2026.The orthometric height was determined by differential leveling
 KW2026.and adjusted by the National Geodetic Survey in June 1991..
 KW2026
 KW2026.The geoid height was determined by GEOID03.
 KW2026
 KW2026.The dynamic height is computed by dividing the NAVD 88
 KW2026.geopotential number by the normal gravity value computed on the
 KW2026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2026.degrees latitude (g = 980.6199 gals.).
 KW2026
 KW2026.The modeled gravity was interpolated from observed gravity values.
 KW2026
 KW2026;                    North         East    Units  Estimated Accuracy
 KW2026;SPC PA S     -    89,260.      652,580.      MT  (+/- 180 meters Scaled)
 KW2026
 KW2026                          SUPERSEDED SURVEY CONTROL
 KW2026
 KW2026  NGVD 29 (??/??/??)  152.520  (m)          500.39   (f) ADJUSTED    2 0
 KW2026
 KW2026.Superseded values are not recommended for survey control.
 KW2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2026.See file dsdata.txt to determine how the superseded data were derived.
 KW2026
 KW2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK182449(NAD 83)
 KW2026_MARKER: DB = BENCH MARK DISK
 KW2026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2026_STAMPING: K 167 1942
 KW2026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2026+STABILITY: SURFACE MOTION
 KW2026
 KW2026  HISTORY     - Date     Condition        Report By
 KW2026  HISTORY     - 1942     MONUMENTED       CGS
 KW2026  HISTORY     - 1952     GOOD             CGS
 KW2026
 KW2026                          STATION DESCRIPTION
 KW2026
 KW2026'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW2026'1.1 MI SW FROM BOILING SPRINGS.
 KW2026'ABOUT 1.1 MILES SOUTH ALONG THE READING CO. RAILROAD FROM THE
 KW2026'STATION AT BOILING SPRINGS, 67 FT. EAST OF THE CENTER LINE OF A
 KW2026'COUNTRY ROAD CROSSING, 59 FT. NORTH-EAST OF A FENCE CORNER, 21
 KW2026'FT. SOUTH-EAST OF THE CENTER LINE OF THE EAST BOUND TRACK, 1.6
 KW2026'FT. NORTH-WEST OF A WHITE POST STENCILED U.S.B.M., A STANDARD
 KW2026'DISK SET IN A CONCRETE POST.
 KW2026
 KW2026                          STATION RECOVERY (1952)
 KW2026
 KW2026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 KW2026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1001 ***********************************************************************
 KW1001  DESIGNATION -  K 168
 KW1001  PID         -  KW1001
 KW1001  STATE/COUNTY-  PA/YORK
 KW1001  USGS QUAD   -  STEELTON (1987)
 KW1001
 KW1001                         *CURRENT SURVEY CONTROL
 KW1001  ___________________________________________________________________
 KW1001* NAD 83(1986)-  40 12 29.     (N)    076 52 24.     (W)     SCALED    
 KW1001* NAVD 88     -       116.238  (meters)     381.36   (feet)  ADJUSTED  
 KW1001  ___________________________________________________________________
 KW1001  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 KW1001  DYNAMIC HT  -         116.179 (meters)     381.16  (feet)  COMP
 KW1001  MODELED GRAV-     980,113.0   (mgal)                       NAVD 88
 KW1001
 KW1001  VERT ORDER  -  SECOND    CLASS 0
 KW1001
 KW1001.The horizontal coordinates were scaled from a topographic map and have
 KW1001.an estimated accuracy of +/- 6 seconds.
 KW1001
 KW1001.The orthometric height was determined by differential leveling
 KW1001.and adjusted by the National Geodetic Survey in June 1991..
 KW1001
 KW1001.The geoid height was determined by GEOID03.
 KW1001
 KW1001.The dynamic height is computed by dividing the NAVD 88
 KW1001.geopotential number by the normal gravity value computed on the
 KW1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1001.degrees latitude (g = 980.6199 gals.).
 KW1001
 KW1001.The modeled gravity was interpolated from observed gravity values.
 KW1001
 KW1001;                    North         East    Units  Estimated Accuracy
 KW1001;SPC PA S     -    97,500.      674,630.      MT  (+/- 180 meters Scaled)
 KW1001
 KW1001                          SUPERSEDED SURVEY CONTROL
 KW1001
 KW1001  NGVD 29 (??/??/??)  116.447  (m)          382.04   (f) ADJUSTED    2 0
 KW1001
 KW1001.Superseded values are not recommended for survey control.
 KW1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1001.See file dsdata.txt to determine how the superseded data were derived.
 KW1001
 KW1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK405525(NAD 83)
 KW1001_MARKER: DB = BENCH MARK DISK
 KW1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1001_STAMPING: K-168 1942
 KW1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1001+STABILITY: SURFACE MOTION
 KW1001
 KW1001  HISTORY     - Date     Condition        Report By
 KW1001  HISTORY     - 1942     MONUMENTED       CGS
 KW1001  HISTORY     - 1950     MARK NOT FOUND   CGS
 KW1001
 KW1001                          STATION DESCRIPTION
 KW1001
 KW1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1001'5.2 MI SE FROM CAMP HILL.
 KW1001'ABOUT 3.8 MILES SOUTH-EAST OF CAMP HILL STATION OF THE
 KW1001'PHILADELPHIA AND READING RAILROAD ALONG ROAD NO. 66028, THENCE,
 KW1001'1.4 MILES EAST ALONG HIGHWAY NO. 24, ABOUT 130 FT. NORTH OF A
 KW1001'2-STORY FRAME HOUSE, 27 FT. SOUTH OF THE CENTER LINE OF HIGHWAY
 KW1001'NO. 24, 19.5 FT. WEST OF THE CENTER LINE OF THE SIDE ROAD
 KW1001'RUNNING SOUTH, 1.4 FT. NORTH OF A WHITE POST STENCILED U.S.B.M.,
 KW1001'A STANDARD DISK SET IN A CONCRETE POST IN THE NORTH-EAST CORNER OF
 KW1001'A GARDEN.
 KW1001
 KW1001                          STATION RECOVERY (1950)
 KW1001
 KW1001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 KW1001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0700 ***********************************************************************
 KW0700  DESIGNATION -  K 169
 KW0700  PID         -  KW0700
 KW0700  STATE/COUNTY-  PA/LEBANON
 KW0700  USGS QUAD   -  LEBANON (1995)
 KW0700
 KW0700                         *CURRENT SURVEY CONTROL
 KW0700  ___________________________________________________________________
 KW0700* NAD 83(1986)-  40 15 53.     (N)    076 26 21.     (W)     SCALED    
 KW0700* NAVD 88     -       210.728  (meters)     691.36   (feet)  ADJUSTED  
 KW0700  ___________________________________________________________________
 KW0700  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 KW0700  DYNAMIC HT  -         210.615 (meters)     690.99  (feet)  COMP
 KW0700  MODELED GRAV-     980,082.8   (mgal)                       NAVD 88
 KW0700
 KW0700  VERT ORDER  -  SECOND    CLASS 0
 KW0700
 KW0700.The horizontal coordinates were scaled from a topographic map and have
 KW0700.an estimated accuracy of +/- 6 seconds.
 KW0700
 KW0700.The orthometric height was determined by differential leveling
 KW0700.and adjusted by the National Geodetic Survey in June 1991..
 KW0700
 KW0700.The geoid height was determined by GEOID03.
 KW0700
 KW0700.The dynamic height is computed by dividing the NAVD 88
 KW0700.geopotential number by the normal gravity value computed on the
 KW0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0700.degrees latitude (g = 980.6199 gals.).
 KW0700
 KW0700.The modeled gravity was interpolated from observed gravity values.
 KW0700
 KW0700;                    North         East    Units  Estimated Accuracy
 KW0700;SPC PA S     -   104,240.      711,500.      MT  (+/- 180 meters Scaled)
 KW0700
 KW0700                          SUPERSEDED SURVEY CONTROL
 KW0700
 KW0700  NGVD 29 (??/??/??)  210.961  (m)          692.13   (f) ADJUSTED    2 0
 KW0700
 KW0700.Superseded values are not recommended for survey control.
 KW0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0700.See file dsdata.txt to determine how the superseded data were derived.
 KW0700
 KW0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK776581(NAD 83)
 KW0700_MARKER: DB = BENCH MARK DISK
 KW0700_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0700_SP_SET: BRIDGE SEAT
 KW0700_STAMPING: K-169 1942
 KW0700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0700_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0700+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2004
 KW0700
 KW0700  HISTORY     - Date     Condition        Report By
 KW0700  HISTORY     - 1942     MONUMENTED       CGS
 KW0700  HISTORY     - 20040321 GOOD             GEOCAC
 KW0700
 KW0700                          STATION DESCRIPTION
 KW0700
 KW0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0700'1.4 MI SW FROM CORNWALL.
 KW0700'ABOUT 1.4 MILES SOUTH-WEST ALONG THE CORNWALL AND LEBANON
 KW0700'RAILROAD FROM THE POST OFFICE AT CORNWALL, 8.5 FT. NORTH-WEST
 KW0700'OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK SET IN THE
 KW0700'NORTH-WEST STONE BRIDGE SEAT OF OVERPASS NO. 14-76 OVER STATE
 KW0700'HIGHWAY NO. 72 AND ABOUT 3.0 FT. LOWER THAN THE TRACK.
 KW0700
 KW0700                          STATION RECOVERY (2004)
 KW0700
 KW0700'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0700'DESCRIPTION SHOULD BE CHANGED TO READ-- 'A STANDARD DISK SET IN THE
 KW0700'NORTH-WEST STONE BRIDGE SEAT OF THE OVERPASS OVER OLD STATE HIGHWAY
 KW0700'72, NOW MINE RD'...
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1077 ***********************************************************************
 LZ1077  DESIGNATION -  K 17
 LZ1077  PID         -  LZ1077
 LZ1077  STATE/COUNTY-  PA/LYCOMING
 LZ1077  USGS QUAD   -  JERSEY MILLS (1983)
 LZ1077
 LZ1077                         *CURRENT SURVEY CONTROL
 LZ1077  ___________________________________________________________________
 LZ1077* NAD 83(1986)-  41 21 38.     (N)    077 24 42.     (W)     SCALED    
 LZ1077* NAVD 88     -       199.600  (meters)     654.85   (feet)  ADJUSTED  
 LZ1077  ___________________________________________________________________
 LZ1077  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 LZ1077  DYNAMIC HT  -         199.513 (meters)     654.57  (feet)  COMP
 LZ1077  MODELED GRAV-     980,184.6   (mgal)                       NAVD 88
 LZ1077
 LZ1077  VERT ORDER  -  SECOND    CLASS 0
 LZ1077
 LZ1077.The horizontal coordinates were scaled from a topographic map and have
 LZ1077.an estimated accuracy of +/- 6 seconds.
 LZ1077
 LZ1077.The orthometric height was determined by differential leveling
 LZ1077.and adjusted by the National Geodetic Survey in June 1991..
 LZ1077
 LZ1077.The geoid height was determined by GEOID03.
 LZ1077
 LZ1077.The dynamic height is computed by dividing the NAVD 88
 LZ1077.geopotential number by the normal gravity value computed on the
 LZ1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1077.degrees latitude (g = 980.6199 gals.).
 LZ1077
 LZ1077.The modeled gravity was interpolated from observed gravity values.
 LZ1077
 LZ1077;                    North         East    Units  Estimated Accuracy
 LZ1077;SPC PA N     -   132,640.      628,310.      MT  (+/- 180 meters Scaled)
 LZ1077
 LZ1077                          SUPERSEDED SURVEY CONTROL
 LZ1077
 LZ1077  NGVD 29 (??/??/92)  199.791  (m)          655.48   (f) ADJ UNCH    2 0
 LZ1077
 LZ1077.Superseded values are not recommended for survey control.
 LZ1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1077.See file dsdata.txt to determine how the superseded data were derived.
 LZ1077
 LZ1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL982815(NAD 83)
 LZ1077_MARKER: DB = BENCH MARK DISK
 LZ1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1077_STAMPING: K 17 1934
 LZ1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1077+STABILITY: SURFACE MOTION
 LZ1077
 LZ1077  HISTORY     - Date     Condition        Report By
 LZ1077  HISTORY     - 1934     MONUMENTED       CGS
 LZ1077  HISTORY     - 1960     MARK NOT FOUND   NGS
 LZ1077
 LZ1077                          STATION DESCRIPTION
 LZ1077
 LZ1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1077'AT JERSEY MILLS.
 LZ1077'AT JERSEY MILLS, LYCOMING COUNTY, ON THE NEW YORK CENTRAL
 LZ1077'RAILROAD, ABOUT 225 FEET NORTH OF THE STATION, ABOUT 650 FEET
 LZ1077'NORTH OF THE GRADE CROSSING OF A STATE HIGHWAY, ABOUT 25 FEET
 LZ1077'NORTH OF A RAILROAD CONCRETE BRIDGE, AND 30 FEET WEST OF THE
 LZ1077'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED K 17 1934
 LZ1077'AND SET IN THE TOP OF A CONCRETE POST.
 LZ1077
 LZ1077                          STATION RECOVERY (1960)
 LZ1077
 LZ1077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 LZ1077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0908 ***********************************************************************
 KW0908  DESIGNATION -  K 170
 KW0908  PID         -  KW0908
 KW0908  STATE/COUNTY-  PA/DAUPHIN
 KW0908  USGS QUAD   -  MIDDLETOWN (1990)
 KW0908
 KW0908                         *CURRENT SURVEY CONTROL
 KW0908  ___________________________________________________________________
 KW0908* NAD 83(1986)-  40 09 51.     (N)    076 43 06.     (W)     SCALED    
 KW0908* NAVD 88     -        92.040  (meters)     301.97   (feet)  ADJUSTED  
 KW0908  ___________________________________________________________________
 KW0908  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 KW0908  DYNAMIC HT  -          91.991 (meters)     301.81  (feet)  COMP
 KW0908  MODELED GRAV-     980,098.5   (mgal)                       NAVD 88
 KW0908
 KW0908  VERT ORDER  -  FIRST     CLASS II
 KW0908
 KW0908.The horizontal coordinates were scaled from a topographic map and have
 KW0908.an estimated accuracy of +/- 6 seconds.
 KW0908
 KW0908.The orthometric height was determined by differential leveling
 KW0908.and adjusted by the National Geodetic Survey in June 1991..
 KW0908
 KW0908.The geoid height was determined by GEOID03.
 KW0908
 KW0908.The dynamic height is computed by dividing the NAVD 88
 KW0908.geopotential number by the normal gravity value computed on the
 KW0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0908.degrees latitude (g = 980.6199 gals.).
 KW0908
 KW0908.The modeled gravity was interpolated from observed gravity values.
 KW0908
 KW0908;                    North         East    Units  Estimated Accuracy
 KW0908;SPC PA S     -    92,770.      687,880.      MT  (+/- 180 meters Scaled)
 KW0908
 KW0908                          SUPERSEDED SURVEY CONTROL
 KW0908
 KW0908  NGVD 29 (??/??/??)   92.276  (m)          302.74   (f) ADJUSTED    1 2
 KW0908
 KW0908.Superseded values are not recommended for survey control.
 KW0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0908.See file dsdata.txt to determine how the superseded data were derived.
 KW0908
 KW0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK536473(NAD 83)
 KW0908_MARKER: DB = BENCH MARK DISK
 KW0908_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 KW0908_SP_SET: BRIDGE WINGWALL
 KW0908_STAMPING: K 170 1942
 KW0908_MARK LOGO: CGS   
 KW0908_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KW0908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0908
 KW0908  HISTORY     - Date     Condition        Report By
 KW0908  HISTORY     - 1942     MONUMENTED       CGS
 KW0908  HISTORY     - 1979     GOOD             NGS
 KW0908  HISTORY     - 20000428 GOOD             NGS
 KW0908
 KW0908                          STATION DESCRIPTION
 KW0908
 KW0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0908'2 MI S FROM MIDDLETOWN.
 KW0908'ABOUT 2.0 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM
 KW0908'THE STATION AT MIDDLETOWN, DAUPHIN COUNTY, ABOUT 13 RAILS
 KW0908'NORTH OF MILEPOST 97-260, NEAR THE JUNCTION OF STATE HIGHWAY 441
 KW0908'AND ROAD 22015, AT BRIDGE 97-09, IN THE TOP OF THE NORTHEAST
 KW0908'STONE WING WALL, AND 3 FEET EAST OF THE EAST RAIL.  A STANDARD
 KW0908'DISK, STAMPED K 170 1942.
 KW0908
 KW0908                          STATION RECOVERY (1979)
 KW0908
 KW0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW0908'RECOVERED IN GOOD CONDITION.
 KW0908
 KW0908                          STATION RECOVERY (2000)
 KW0908
 KW0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (EC)
 KW0908'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0693 ***********************************************************************
 KW0693  DESIGNATION -  K 171
 KW0693  PID         -  KW0693
 KW0693  STATE/COUNTY-  PA/LANCASTER
 KW0693  USGS QUAD   -  LITITZ (1995)
 KW0693
 KW0693                         *CURRENT SURVEY CONTROL
 KW0693  ___________________________________________________________________
 KW0693* NAD 83(1986)-  40 12 36.     (N)    076 15 00.     (W)     SCALED    
 KW0693* NAVD 88     -       105.822  (meters)     347.18   (feet)  ADJUSTED  
 KW0693  ___________________________________________________________________
 KW0693  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 KW0693  DYNAMIC HT  -         105.766 (meters)     347.00  (feet)  COMP
 KW0693  MODELED GRAV-     980,097.7   (mgal)                       NAVD 88
 KW0693
 KW0693  VERT ORDER  -  SECOND    CLASS 0
 KW0693
 KW0693.The horizontal coordinates were scaled from a topographic map and have
 KW0693.an estimated accuracy of +/- 6 seconds.
 KW0693
 KW0693.The orthometric height was determined by differential leveling
 KW0693.and adjusted by the National Geodetic Survey in June 1991..
 KW0693
 KW0693.The geoid height was determined by GEOID03.
 KW0693
 KW0693.The dynamic height is computed by dividing the NAVD 88
 KW0693.geopotential number by the normal gravity value computed on the
 KW0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0693.degrees latitude (g = 980.6199 gals.).
 KW0693
 KW0693.The modeled gravity was interpolated from observed gravity values.
 KW0693
 KW0693;                    North         East    Units  Estimated Accuracy
 KW0693;SPC PA S     -    98,430.      727,690.      MT  (+/- 180 meters Scaled)
 KW0693
 KW0693                          SUPERSEDED SURVEY CONTROL
 KW0693
 KW0693  NGVD 29 (??/??/??)  106.042  (m)          347.91   (f) ADJUSTED    2 0
 KW0693
 KW0693.Superseded values are not recommended for survey control.
 KW0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0693.See file dsdata.txt to determine how the superseded data were derived.
 KW0693
 KW0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK936518(NAD 83)
 KW0693_MARKER: DB = BENCH MARK DISK
 KW0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0693_STAMPING: K 171 1942
 KW0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0693+STABILITY: SURFACE MOTION
 KW0693
 KW0693  HISTORY     - Date     Condition        Report By
 KW0693  HISTORY     - 1942     MONUMENTED       CGS
 KW0693  HISTORY     - 20060409 MARK NOT FOUND   GEOCAC
 KW0693
 KW0693                          STATION DESCRIPTION
 KW0693
 KW0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0693'1.3 MI SE FROM CLAY.
 KW0693'ABOUT 0.8 MILE EAST ALONG HIGHWAY U.S. 322 FROM THE POST OFFICE
 KW0693'AT CLAY, THENCE ABOUT 0.5 MILE SOUTH ALONG A COUNTRY ROAD, AT
 KW0693'A ROAD JUNCTION, 40 FEET SOUTH OF THE CENTER LINE OF A ROAD
 KW0693'RUNNING EAST, 18 FEET SOUTHWEST OF THE CENTER LINE OF A ROAD
 KW0693'RUNNING SOUTHEAST, 7.5 FEET WEST OF A 20-INCH ELM TREE, 1.5
 KW0693'FEET NORTHEAST OF A WHITE POST STENCILED U.S.B.M.  A STANDARD
 KW0693'DISK SET IN A CONCRETE POST.
 KW0693
 KW0693                          STATION RECOVERY (2006)
 KW0693
 KW0693'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0693'THE CORNER TO THE ROAD TO THE SOUTHEAST HAS BEEN BROADENED. THE ELM
 KW0693'TREE IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2325 ***********************************************************************
 KV2325  DESIGNATION -  K 172 PADH
 KV2325  PID         -  KV2325
 KV2325  STATE/COUNTY-  PA/BERKS
 KV2325  USGS QUAD   -  FLEETWOOD (1980)
 KV2325
 KV2325                         *CURRENT SURVEY CONTROL
 KV2325  ___________________________________________________________________
 KV2325* NAD 83(1986)-  40 25 20.     (N)    075 49 25.     (W)     SCALED    
 KV2325* NAVD 88     -       243.091  (meters)     797.54   (feet)  ADJUSTED  
 KV2325  ___________________________________________________________________
 KV2325  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 KV2325  DYNAMIC HT  -         242.961 (meters)     797.11  (feet)  COMP
 KV2325  MODELED GRAV-     980,085.6   (mgal)                       NAVD 88
 KV2325
 KV2325  VERT ORDER  -  SECOND    CLASS 0
 KV2325
 KV2325.The horizontal coordinates were scaled from a topographic map and have
 KV2325.an estimated accuracy of +/- 6 seconds.
 KV2325
 KV2325.The orthometric height was determined by differential leveling
 KV2325.and adjusted by the National Geodetic Survey in June 1991..
 KV2325
 KV2325.The geoid height was determined by GEOID03.
 KV2325
 KV2325.The dynamic height is computed by dividing the NAVD 88
 KV2325.geopotential number by the normal gravity value computed on the
 KV2325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2325.degrees latitude (g = 980.6199 gals.).
 KV2325
 KV2325.The modeled gravity was interpolated from observed gravity values.
 KV2325
 KV2325;                    North         East    Units  Estimated Accuracy
 KV2325;SPC PA S     -   122,690.      763,470.      MT  (+/- 180 meters Scaled)
 KV2325
 KV2325                          SUPERSEDED SURVEY CONTROL
 KV2325
 KV2325  NGVD 29 (??/??/??)  243.310  (m)          798.26   (f) ADJUSTED    2 0
 KV2325
 KV2325.Superseded values are not recommended for survey control.
 KV2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2325.See file dsdata.txt to determine how the superseded data were derived.
 KV2325
 KV2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK301749(NAD 83)
 KV2325_MARKER: DD = SURVEY DISK
 KV2325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2325_SP_SET: BRIDGE WALL
 KV2325_STAMPING: K 172 1942
 KV2325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2325
 KV2325  HISTORY     - Date     Condition        Report By
 KV2325  HISTORY     - 1942     MONUMENTED       PADH
 KV2325  HISTORY     - 1942     GOOD             CGS
 KV2325  HISTORY     - 1991     GOOD             USPSQD
 KV2325  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KV2325  HISTORY     - 20011216 MARK NOT FOUND   USPSQD
 KV2325  HISTORY     - 20031229 MARK NOT FOUND   USPSQD
 KV2325  HISTORY     - 20041108 MARK NOT FOUND   GEOCAC
 KV2325
 KV2325                          STATION DESCRIPTION
 KV2325
 KV2325'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2325'2.3 MI S FROM FLEETWOOD.
 KV2325'ABOUT 2.3 MILES SOUTH ALONG HIGHWAY NO. 662 FROM THE READING CO.
 KV2325'RAILROAD STATION AT FLEETWOOD, 17 FEET EAST OF THE CENTER LINE
 KV2325'OF THE HIGHWAY, A PENNA. HIGHWAY DEPT. DISK SET IN THE TOP OF THE
 KV2325'SOUTHEAST WING WALL OF A CONCRETE BRIDGE.
 KV2325
 KV2325                          STATION RECOVERY (1991)
 KV2325
 KV2325'RECOVERY NOTE BY US POWER SQUADRON 1991 (RDF)
 KV2325'RECOVERED IN GOOD CONDITION.
 KV2325
 KV2325                          STATION RECOVERY (2001)
 KV2325
 KV2325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV2325'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV2325
 KV2325                          STATION RECOVERY (2001)
 KV2325
 KV2325'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV2325'NEWER BRIDGE. HWY DEPT DISK READS PDH.
 KV2325
 KV2325                          STATION RECOVERY (2003)
 KV2325
 KV2325'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEQ)
 KV2325'MARK NOT FOUND.
 KV2325
 KV2325                          STATION RECOVERY (2004)
 KV2325
 KV2325'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KV2325'BRIDGE PROBABLY REPLACED IN THE MID-1990S. THERE IS A DISK ON THE
 KV2325'ABUTMENT BUT IT IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0580 ***********************************************************************
 KW0580  DESIGNATION -  K 173
 KW0580  PID         -  KW0580
 KW0580  STATE/COUNTY-  PA/BERKS
 KW0580  USGS QUAD   -  STRAUSSTOWN (1974)
 KW0580
 KW0580                         *CURRENT SURVEY CONTROL
 KW0580  ___________________________________________________________________
 KW0580* NAD 83(1986)-  40 27 16.     (N)    076 13 53.     (W)     SCALED    
 KW0580* NAVD 88     -       165.601  (meters)     543.31   (feet)  ADJUSTED  
 KW0580  ___________________________________________________________________
 KW0580  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 KW0580  DYNAMIC HT  -         165.516 (meters)     543.03  (feet)  COMP
 KW0580  MODELED GRAV-     980,107.7   (mgal)                       NAVD 88
 KW0580
 KW0580  VERT ORDER  -  SECOND    CLASS 0
 KW0580
 KW0580.The horizontal coordinates were scaled from a topographic map and have
 KW0580.an estimated accuracy of +/- 6 seconds.
 KW0580
 KW0580.The orthometric height was determined by differential leveling
 KW0580.and adjusted by the National Geodetic Survey in June 1991..
 KW0580
 KW0580.The geoid height was determined by GEOID03.
 KW0580
 KW0580.The dynamic height is computed by dividing the NAVD 88
 KW0580.geopotential number by the normal gravity value computed on the
 KW0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0580.degrees latitude (g = 980.6199 gals.).
 KW0580
 KW0580.The modeled gravity was interpolated from observed gravity values.
 KW0580
 KW0580;                    North         East    Units  Estimated Accuracy
 KW0580;SPC PA S     -   125,590.      728,810.      MT  (+/- 180 meters Scaled)
 KW0580
 KW0580                          SUPERSEDED SURVEY CONTROL
 KW0580
 KW0580  NGVD 29 (??/??/??)  165.803  (m)          543.97   (f) ADJUSTED    2 0
 KW0580
 KW0580.Superseded values are not recommended for survey control.
 KW0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0580.See file dsdata.txt to determine how the superseded data were derived.
 KW0580
 KW0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK955789(NAD 83)
 KW0580_MARKER: DB = BENCH MARK DISK
 KW0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0580_STAMPING: K 173 1942
 KW0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0580+STABILITY: SURFACE MOTION
 KW0580
 KW0580  HISTORY     - Date     Condition        Report By
 KW0580  HISTORY     - 1942     MONUMENTED       CGS
 KW0580  HISTORY     - 20021114 MARK NOT FOUND   USPSQD
 KW0580  HISTORY     - 20050513 MARK NOT FOUND   GEOCAC
 KW0580
 KW0580                          STATION DESCRIPTION
 KW0580
 KW0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0580'0.8 MI E FROM REHRERSBURG.
 KW0580'0.8 MILE EAST ALONG STATE HIGHWAY NO. 83 FROM THE POST OFFICE
 KW0580'AT REHRERSBURG, IN THE SOUTHWEST QUARTER OF AN INTERSECTION OF
 KW0580'THE HIGHWAY AND A PAVED ROAD NO. 06009, 136 FEET WEST OF THE
 KW0580'CENTERLINE OF ROAD NO. 06009, 60.5 FEET WEST OF THE NORTHWEST
 KW0580'CORNER OF A SMALL GRAY HOUSE, 36 FEET SOUTH OF THE CENTERLINE OF
 KW0580'THE HIGHWAY, 20 FEET SOUTH OF A FENCE CORNER POST, 2 FEET WEST OF
 KW0580'A NORTH-SOUTH FENCE, AND 1 FOOT NORTH OF A STANDARD REFERENCE
 KW0580'POST.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 KW0580
 KW0580                          STATION RECOVERY (2002)
 KW0580
 KW0580'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW0580'MARK NOT FOUND.
 KW0580
 KW0580                          STATION RECOVERY (2005)
 KW0580
 KW0580'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0580'LARGE MAPLE TREE HAS GROWN IN THE APPROXIMATE AREA OF THE MARK AND MAY
 KW0580'HAVE DISPLACED OR COVERED IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1115 ***********************************************************************
 KW1115  DESIGNATION -  K 175
 KW1115  PID         -  KW1115
 KW1115  STATE/COUNTY-  PA/DAUPHIN
 KW1115  USGS QUAD   -  ENDERS (1974)
 KW1115
 KW1115                         *CURRENT SURVEY CONTROL
 KW1115  ___________________________________________________________________
 KW1115* NAD 83(1986)-  40 23 33.     (N)    076 46 31.     (W)     SCALED    
 KW1115* NAVD 88     -       169.877  (meters)     557.34   (feet)  ADJUSTED  
 KW1115  ___________________________________________________________________
 KW1115  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 KW1115  DYNAMIC HT  -         169.790 (meters)     557.05  (feet)  COMP
 KW1115  MODELED GRAV-     980,111.0   (mgal)                       NAVD 88
 KW1115
 KW1115  VERT ORDER  -  SECOND    CLASS 0
 KW1115
 KW1115.The horizontal coordinates were scaled from a topographic map and have
 KW1115.an estimated accuracy of +/- 6 seconds.
 KW1115
 KW1115.The orthometric height was determined by differential leveling
 KW1115.and adjusted by the National Geodetic Survey in June 1991..
 KW1115
 KW1115.The geoid height was determined by GEOID03.
 KW1115
 KW1115.The dynamic height is computed by dividing the NAVD 88
 KW1115.geopotential number by the normal gravity value computed on the
 KW1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1115.degrees latitude (g = 980.6199 gals.).
 KW1115
 KW1115.The modeled gravity was interpolated from observed gravity values.
 KW1115
 KW1115;                    North         East    Units  Estimated Accuracy
 KW1115;SPC PA S     -   118,060.      682,750.      MT  (+/- 180 meters Scaled)
 KW1115
 KW1115                          SUPERSEDED SURVEY CONTROL
 KW1115
 KW1115  NGVD 29 (??/??/??)  170.092  (m)          558.04   (f) ADJUSTED    2 0
 KW1115
 KW1115.Superseded values are not recommended for survey control.
 KW1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1115.See file dsdata.txt to determine how the superseded data were derived.
 KW1115
 KW1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK493728(NAD 83)
 KW1115_MARKER: DB = BENCH MARK DISK
 KW1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1115_STAMPING: K 175 1942
 KW1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1115+STABILITY: SURFACE MOTION
 KW1115_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1115+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2005
 KW1115
 KW1115  HISTORY     - Date     Condition        Report By
 KW1115  HISTORY     - 1942     MONUMENTED       CGS
 KW1115  HISTORY     - 20051106 GOOD             GEOCAC
 KW1115
 KW1115                          STATION DESCRIPTION
 KW1115
 KW1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1115'6.9 MI NE FROM LINGLESTOWN.
 KW1115'5.9 MILES NORTHEAST ALONG STATE HIGHWAY 894 FROM THE POST OFFICE
 KW1115'AT LINGLESTOWN, THENCE 1.0 MILES SOUTHWEST ALONG STATE HIGHWAY
 KW1115'443, 30.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL
 KW1115'WOODEN BRIDGE, 28.8 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 KW1115'10.5 FEET NORTH OF THE CORNER FENCE POST, 2.5 FEET EAST OF THE
 KW1115'NORTH-AND-SOUTH FENCE ALONG THE EAST SIDE OF THE GARDEN.  A
 KW1115'STANDARD DISK SET IN TOP OF A CONCRETE POST.
 KW1115
 KW1115                          STATION RECOVERY (2005)
 KW1115
 KW1115'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW1115'WOODEN BRIDGE HAS BEEN REPLACED BY A CONCRETE CULVERT. STATION IS 31.5
 KW1115'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CULVERT, 28.8 FEET NORTH
 KW1115'OF THE CENTER OF THE HIGHWAY, 8 FEET SOUTHEAST OF THE EDGE OF A 6 FOOT
 KW1115'DIAMETER DEAD TREE. NO FENCE OR GARDEN REMAIN. DISK IS FLUSH WITH THE
 KW1115'GROUND SURFACE AND IS IN A THORN BUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0480 ***********************************************************************
 KW0480  DESIGNATION -  K 176
 KW0480  PID         -  KW0480
 KW0480  STATE/COUNTY-  PA/LEBANON
 KW0480  USGS QUAD   -  LEBANON (1995)
 KW0480
 KW0480                         *CURRENT SURVEY CONTROL
 KW0480  ___________________________________________________________________
 KW0480* NAD 83(1986)-  40 20 09.     (N)    076 29 56.     (W)     SCALED    
 KW0480* NAVD 88     -       134.172  (meters)     440.20   (feet)  ADJUSTED  
 KW0480  ___________________________________________________________________
 KW0480  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 KW0480  DYNAMIC HT  -         134.102 (meters)     439.97  (feet)  COMP
 KW0480  MODELED GRAV-     980,106.0   (mgal)                       NAVD 88
 KW0480
 KW0480  VERT ORDER  -  FIRST     CLASS I
 KW0480
 KW0480.The horizontal coordinates were scaled from a topographic map and have
 KW0480.an estimated accuracy of +/- 6 seconds.
 KW0480
 KW0480.The orthometric height was determined by differential leveling
 KW0480.and adjusted by the National Geodetic Survey in June 1991..
 KW0480.WARNING-Repeat measurements at this control monument indicate possible
 KW0480.vertical movement.
 KW0480
 KW0480.The geoid height was determined by GEOID03.
 KW0480
 KW0480.The dynamic height is computed by dividing the NAVD 88
 KW0480.geopotential number by the normal gravity value computed on the
 KW0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0480.degrees latitude (g = 980.6199 gals.).
 KW0480
 KW0480.The modeled gravity was interpolated from observed gravity values.
 KW0480
 KW0480;                    North         East    Units  Estimated Accuracy
 KW0480;SPC PA S     -   112,070.      706,300.      MT  (+/- 180 meters Scaled)
 KW0480
 KW0480                          SUPERSEDED SURVEY CONTROL
 KW0480
 KW0480  NGVD 29 (??/??/??)  134.379  (m)          440.88   (f) ADJUSTED    1 1
 KW0480
 KW0480.Superseded values are not recommended for survey control.
 KW0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0480.See file dsdata.txt to determine how the superseded data were derived.
 KW0480
 KW0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK726661(NAD 83)
 KW0480_MARKER: DB = BENCH MARK DISK
 KW0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0480_STAMPING: K 176 1942
 KW0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0480+STABILITY: SURFACE MOTION
 KW0480
 KW0480  HISTORY     - Date     Condition        Report By
 KW0480  HISTORY     - 1942     MONUMENTED       CGS
 KW0480  HISTORY     - 1966     GOOD             CGS
 KW0480  HISTORY     - 1975     GOOD             LOCENG
 KW0480  HISTORY     - 20050625 MARK NOT FOUND   GEOCAC
 KW0480
 KW0480                          STATION DESCRIPTION
 KW0480
 KW0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0480'0.8 MI E FROM ANNVILLE.
 KW0480'ABOUT 0.8 MILE EAST ALONG THE READING COMPANY RAILROAD FROM
 KW0480'THE STATION AT ANNVILLE OR ABOUT 0.1 MILE NORTH ALONG NORTH
 KW0480'LINCOLN STREET FROM THE POST OFFICE AT CLEONA THENCE 1.1 MILES
 KW0480'WEST ALONG THE READING COMPANY RAILROAD, 49 FEET SOUTHWEST OF
 KW0480'THE CENTER OF THE CROSSING OF NORTH WEBER STREET AND THE RAILROAD,
 KW0480'29 FEET WEST OF THE CENTER LINE OF NORTH WEBER STREET, 38 FEET
 KW0480'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 25 FEET SOUTH OF THE
 KW0480'SOUTH RAIL OF A SIDETRACK, 11 FEET WEST OF THE FIRST POLE
 KW0480'WEST OF FRACTIONAL MILEPOST 31-50, 1.6 FEET EAST OF A METAL
 KW0480'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS, AND
 KW0480'SET IN THE TOP OF A CONCRETE POST PROJECTING 5-INCHES.
 KW0480
 KW0480                          STATION RECOVERY (1975)
 KW0480
 KW0480'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 KW0480'RECOVERED IN GOOD CONDITION.
 KW0480
 KW0480                          STATION RECOVERY (2005)
 KW0480
 KW0480'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0480'FIBER OPTIC CABLES HAVE BEEN RUN IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1105 ***********************************************************************
 KW1105  DESIGNATION -  K 177
 KW1105  PID         -  KW1105
 KW1105  STATE/COUNTY-  PA/DAUPHIN
 KW1105  USGS QUAD   -  GRANTVILLE (1975)
 KW1105
 KW1105                         *CURRENT SURVEY CONTROL
 KW1105  ___________________________________________________________________
 KW1105* NAD 83(1986)-  40 29 59.     (N)    076 39 33.     (W)     SCALED    
 KW1105* NAVD 88     -       202.861  (meters)     665.55   (feet)  ADJUSTED  
 KW1105  ___________________________________________________________________
 KW1105  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KW1105  DYNAMIC HT  -         202.759 (meters)     665.22  (feet)  COMP
 KW1105  MODELED GRAV-     980,115.2   (mgal)                       NAVD 88
 KW1105
 KW1105  VERT ORDER  -  SECOND    CLASS 0
 KW1105
 KW1105.The horizontal coordinates were scaled from a topographic map and have
 KW1105.an estimated accuracy of +/- 6 seconds.
 KW1105
 KW1105.The orthometric height was determined by differential leveling
 KW1105.and adjusted by the National Geodetic Survey in June 1991..
 KW1105
 KW1105.The geoid height was determined by GEOID03.
 KW1105
 KW1105.The dynamic height is computed by dividing the NAVD 88
 KW1105.geopotential number by the normal gravity value computed on the
 KW1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1105.degrees latitude (g = 980.6199 gals.).
 KW1105
 KW1105.The modeled gravity was interpolated from observed gravity values.
 KW1105
 KW1105;                    North         East    Units  Estimated Accuracy
 KW1105;SPC PA S     -   130,080.      692,460.      MT  (+/- 180 meters Scaled)
 KW1105
 KW1105                          SUPERSEDED SURVEY CONTROL
 KW1105
 KW1105  NGVD 29 (??/??/??)  203.095  (m)          666.32   (f) ADJUSTED    2 0
 KW1105
 KW1105.Superseded values are not recommended for survey control.
 KW1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1105.See file dsdata.txt to determine how the superseded data were derived.
 KW1105
 KW1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK594845(NAD 83)
 KW1105_MARKER: DB = BENCH MARK DISK
 KW1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1105_STAMPING: K 177 1942
 KW1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1105+STABILITY: SURFACE MOTION
 KW1105
 KW1105  HISTORY     - Date     Condition        Report By
 KW1105  HISTORY     - 1942     MONUMENTED       CGS
 KW1105  HISTORY     - 19950515 MARK NOT FOUND   USPSQD
 KW1105  HISTORY     - 20040915 MARK NOT FOUND   GEOCAC
 KW1105
 KW1105                          STATION DESCRIPTION
 KW1105
 KW1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1105'9.7 MI SW FROM TOWER CITY.
 KW1105'9.7 MILES SOUTHWEST ALONG THE COUNTY ROAD FROM THE STATION AT
 KW1105'TOWER CITY, AT THE INTERSECTION OF THE MAIN ROAD AND A SIDE ROAD
 KW1105'LEADING SOUTH INTO THE WOODS, 100 FEET NORTHEAST OF THE PIPE
 KW1105'CULVERT UNDER ROAD, 28.3 FEET WEST OF THE CENTERLINE OF THE SIDE
 KW1105'ROAD, 16.2 FEET NORTH OF A 12-INCH OAK TREE WITH A TRIANGULAR
 KW1105'BLAZE ON THE NORTHWEST SIDE, 15.8 FEET SOUTHEAST OF THE CENTERLINE
 KW1105'OF THE MAIN ROAD.  A STANDARD DISK SET IN TOP OF A CONCRETE POST.
 KW1105
 KW1105                          STATION RECOVERY (1995)
 KW1105
 KW1105'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW1105'MARK NOT FOUND.
 KW1105
 KW1105                          STATION RECOVERY (2004)
 KW1105
 KW1105'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1105'THERE IS NO ROAD SOUTH ANY MORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2605 ***********************************************************************
 KV2605  DESIGNATION -  K 179
 KV2605  PID         -  KV2605
 KV2605  STATE/COUNTY-  PA/LEHIGH
 KV2605  USGS QUAD   -  TOPTON (1992)
 KV2605
 KV2605                         *CURRENT SURVEY CONTROL
 KV2605  ___________________________________________________________________
 KV2605* NAD 83(1986)-  40 36 18.     (N)    075 40 28.     (W)     SCALED    
 KV2605* NAVD 88     -       209.735  (meters)     688.11   (feet)  ADJUSTED  
 KV2605  ___________________________________________________________________
 KV2605  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 KV2605  DYNAMIC HT  -         209.629 (meters)     687.76  (feet)  COMP
 KV2605  MODELED GRAV-     980,116.0   (mgal)                       NAVD 88
 KV2605
 KV2605  VERT ORDER  -  SECOND    CLASS 0
 KV2605
 KV2605.The horizontal coordinates were scaled from a topographic map and have
 KV2605.an estimated accuracy of +/- 6 seconds.
 KV2605
 KV2605.The orthometric height was determined by differential leveling
 KV2605.and adjusted by the National Geodetic Survey in June 1991..
 KV2605
 KV2605.The geoid height was determined by GEOID03.
 KV2605
 KV2605.The dynamic height is computed by dividing the NAVD 88
 KV2605.geopotential number by the normal gravity value computed on the
 KV2605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2605.degrees latitude (g = 980.6199 gals.).
 KV2605
 KV2605.The modeled gravity was interpolated from observed gravity values.
 KV2605
 KV2605;                    North         East    Units  Estimated Accuracy
 KV2605;SPC PA S     -   143,270.      775,640.      MT  (+/- 180 meters Scaled)
 KV2605
 KV2605                          SUPERSEDED SURVEY CONTROL
 KV2605
 KV2605  NGVD 29 (??/??/??)  209.934  (m)          688.76   (f) ADJUSTED    2 0
 KV2605
 KV2605.Superseded values are not recommended for survey control.
 KV2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2605.See file dsdata.txt to determine how the superseded data were derived.
 KV2605
 KV2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK429951(NAD 83)
 KV2605_MARKER: DB = BENCH MARK DISK
 KV2605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2605_STAMPING: K 179 1942
 KV2605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2605+STABILITY: SURFACE MOTION
 KV2605
 KV2605  HISTORY     - Date     Condition        Report By
 KV2605  HISTORY     - 1942     MONUMENTED       CGS
 KV2605  HISTORY     - 19991217 MARK NOT FOUND   USPSQD
 KV2605
 KV2605                          STATION DESCRIPTION
 KV2605
 KV2605'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2605'1.3 MI SW FROM CLAUSSVILLE.
 KV2605'1.3 MILES SOUTHWEST ALONG THE COUNTY ROAD FROM THE HOTEL AT
 KV2605'CLAUSSVILLE, SET IN THE EAST QUARTER OF A CROSS ROADS, 26 FEET
 KV2605'NORTHEAST OF THE CENTER-LINE OF THE NORTHWEST-AND-SOUTHEAST
 KV2605'ROAD, 21.5 FEET SOUTHEAST OF THE CENTER-LINE OF THE MAIN ROAD,
 KV2605'3.5 FEET SOUTHEAST OF THE CORNER FENCE POST, IN THE WEST CORNER
 KV2605'OF A CULTIVATED FIELD.  A STANDARD DISK SET IN TOP OF A CONCRETE
 KV2605'POST.
 KV2605
 KV2605                          STATION RECOVERY (1999)
 KV2605
 KV2605'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV2605'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1242 ***********************************************************************
 LZ1242  DESIGNATION -  K 18
 LZ1242  PID         -  LZ1242
 LZ1242  STATE/COUNTY-  PA/CLINTON
 LZ1242  USGS QUAD   -  RENOVO EAST (1986)
 LZ1242
 LZ1242                         *CURRENT SURVEY CONTROL
 LZ1242  ___________________________________________________________________
 LZ1242* NAD 83(1986)-  41 19 33.     (N)    077 38 03.     (W)     SCALED    
 LZ1242* NAVD 88     -       196.646  (meters)     645.16   (feet)  ADJUSTED  
 LZ1242  ___________________________________________________________________
 LZ1242  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 LZ1242  DYNAMIC HT  -         196.557 (meters)     644.87  (feet)  COMP
 LZ1242  MODELED GRAV-     980,171.6   (mgal)                       NAVD 88
 LZ1242
 LZ1242  VERT ORDER  -  SECOND    CLASS 0
 LZ1242
 LZ1242.The horizontal coordinates were scaled from a topographic map and have
 LZ1242.an estimated accuracy of +/- 6 seconds.
 LZ1242
 LZ1242.The orthometric height was determined by differential leveling
 LZ1242.and adjusted by the National Geodetic Survey in June 1991..
 LZ1242
 LZ1242.The geoid height was determined by GEOID03.
 LZ1242
 LZ1242.The dynamic height is computed by dividing the NAVD 88
 LZ1242.geopotential number by the normal gravity value computed on the
 LZ1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1242.degrees latitude (g = 980.6199 gals.).
 LZ1242
 LZ1242.The modeled gravity was interpolated from observed gravity values.
 LZ1242
 LZ1242;                    North         East    Units  Estimated Accuracy
 LZ1242;SPC PA N     -   128,740.      609,700.      MT  (+/- 180 meters Scaled)
 LZ1242
 LZ1242                          SUPERSEDED SURVEY CONTROL
 LZ1242
 LZ1242  NGVD 29 (??/??/92)  196.831  (m)          645.77   (f) ADJ UNCH    2 0
 LZ1242
 LZ1242.Superseded values are not recommended for survey control.
 LZ1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1242.See file dsdata.txt to determine how the superseded data were derived.
 LZ1242
 LZ1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL795782(NAD 83)
 LZ1242_MARKER: DB = BENCH MARK DISK
 LZ1242_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1242_SP_SET: ABUTMENT
 LZ1242_STAMPING: K 18 1934
 LZ1242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1242
 LZ1242  HISTORY     - Date     Condition        Report By
 LZ1242  HISTORY     - 1934     MONUMENTED       CGS
 LZ1242  HISTORY     - 1968     GOOD             NGS
 LZ1242
 LZ1242                          STATION DESCRIPTION
 LZ1242
 LZ1242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ1242'7.3 MI E FROM RENOVO.
 LZ1242'7.3 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM RENOVO,
 LZ1242'CLINTON COUNTY, ABOUT 2,670 FEET WEST OF MILEPOST 203, AT MILEAGE
 LZ1242'202.5, AT THE 7-SPAN U.S. HIGHWAY BRIDGE OVER SUSQUEHANNA RIVER,
 LZ1242'UNDER THE ROADWAY, IN THE CENTER OF THE TOP OF THE WEST ABUTMENT,
 LZ1242'15 FEET NORTH OF THE WEST-BOUND TRACK, ABOUT 3-1/4 FEET HIGHER
 LZ1242'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED K 18 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1627 ***********************************************************************
 KV1627  DESIGNATION -  K 180
 KV1627  PID         -  KV1627
 KV1627  STATE/COUNTY-  PA/NORTHAMPTON
 KV1627  USGS QUAD   -  BANGOR (1994)
 KV1627
 KV1627                         *CURRENT SURVEY CONTROL
 KV1627  ___________________________________________________________________
 KV1627* NAD 83(1986)-  40 47 25.     (N)    075 08 24.     (W)     SCALED    
 KV1627* NAVD 88     -        94.549  (meters)     310.20   (feet)  ADJUSTED  
 KV1627  ___________________________________________________________________
 KV1627  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KV1627  DYNAMIC HT  -          94.505 (meters)     310.06  (feet)  COMP
 KV1627  MODELED GRAV-     980,162.3   (mgal)                       NAVD 88
 KV1627
 KV1627  VERT ORDER  -  SECOND    CLASS 0
 KV1627
 KV1627.The horizontal coordinates were scaled from a topographic map and have
 KV1627.an estimated accuracy of +/- 6 seconds.
 KV1627
 KV1627.The orthometric height was determined by differential leveling
 KV1627.and adjusted by the National Geodetic Survey in June 1991..
 KV1627
 KV1627.The geoid height was determined by GEOID03.
 KV1627
 KV1627.The dynamic height is computed by dividing the NAVD 88
 KV1627.geopotential number by the normal gravity value computed on the
 KV1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1627.degrees latitude (g = 980.6199 gals.).
 KV1627
 KV1627.The modeled gravity was interpolated from observed gravity values.
 KV1627
 KV1627;                    North         East    Units  Estimated Accuracy
 KV1627;SPC PA S     -   165,030.      820,250.      MT  (+/- 180 meters Scaled)
 KV1627
 KV1627                          SUPERSEDED SURVEY CONTROL
 KV1627
 KV1627  NGVD 29 (??/??/??)   94.749  (m)          310.86   (f) ADJUSTED    2 0
 KV1627
 KV1627.Superseded values are not recommended for survey control.
 KV1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1627.See file dsdata.txt to determine how the superseded data were derived.
 KV1627
 KV1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL881154(NAD 83)
 KV1627_MARKER: DB = BENCH MARK DISK
 KV1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1627_STAMPING: K 180 1942
 KV1627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1627+STABILITY: SURFACE MOTION
 KV1627
 KV1627  HISTORY     - Date     Condition        Report By
 KV1627  HISTORY     - 1942     MONUMENTED       CGS
 KV1627  HISTORY     - 1956     MARK NOT FOUND   USGS
 KV1627  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV1627  HISTORY     - 19940806 MARK NOT FOUND   USPSQD
 KV1627  HISTORY     - 19950119 MARK NOT FOUND   NJGS
 KV1627  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KV1627  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 KV1627
 KV1627                          STATION DESCRIPTION
 KV1627
 KV1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1627'4.3 MI SW FROM BELVIDERE.
 KV1627'IN NORTHAMPTON COUNTY, PA., ABOUT 4.3 MILES SOUTHWEST ALONG STATE
 KV1627'HIGHWAY 709 FROM THE INTERSECTION OF MARKET AND WATER STREETS
 KV1627'AT BELVIDERE, WARREN COUNTY, N.J., 8.6 FEET NORTH OF POLE 264,
 KV1627'26 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 8.8 FEET
 KV1627'WEST OF AN 18-INCH CORRUGATED-IRON PIPE CULVERT, 3 FEET NORTHWEST
 KV1627'OF A FENCE, 1 FOOT SOUTHWEST OF A WIRE FENCE, AND ABOUT 3 FEET
 KV1627'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED K 180 1942 AND
 KV1627'SET IN THE TOP OF A CONCRETE POST.
 KV1627
 KV1627                          STATION RECOVERY (1956)
 KV1627
 KV1627'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 KV1627'MARK NOT FOUND.
 KV1627
 KV1627                          STATION RECOVERY (1984)
 KV1627
 KV1627'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV1627'MARK NOT FOUND.
 KV1627
 KV1627                          STATION RECOVERY (1994)
 KV1627
 KV1627'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1627'MARK NOT FOUND.
 KV1627
 KV1627                          STATION RECOVERY (1995)
 KV1627
 KV1627'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1627'THE STATION WAS NOT RECOVERED AT THIS TIME.
 KV1627
 KV1627                          STATION RECOVERY (2001)
 KV1627
 KV1627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV1627'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS
 KV1627
 KV1627                          STATION RECOVERY (2002)
 KV1627
 KV1627'RECOVERY NOTE BY US POWER SQUADRON 2002 (MJG)
 KV1627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2308 ***********************************************************************
 KV2308  DESIGNATION -  K 181
 KV2308  PID         -  KV2308
 KV2308  STATE/COUNTY-  PA/BERKS
 KV2308  USGS QUAD   -  MANATAWNY (1973)
 KV2308
 KV2308                         *CURRENT SURVEY CONTROL
 KV2308  ___________________________________________________________________
 KV2308* NAD 83(1986)-  40 25 51.     (N)    075 39 09.     (W)     SCALED    
 KV2308* NAVD 88     -       239.535  (meters)     785.87   (feet)  ADJUSTED  
 KV2308  ___________________________________________________________________
 KV2308  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 KV2308  DYNAMIC HT  -         239.407 (meters)     785.45  (feet)  COMP
 KV2308  MODELED GRAV-     980,089.0   (mgal)                       NAVD 88
 KV2308
 KV2308  VERT ORDER  -  SECOND    CLASS 0
 KV2308
 KV2308.The horizontal coordinates were scaled from a topographic map and have
 KV2308.an estimated accuracy of +/- 6 seconds.
 KV2308
 KV2308.The orthometric height was determined by differential leveling
 KV2308.and adjusted by the National Geodetic Survey in June 1991..
 KV2308
 KV2308.The geoid height was determined by GEOID03.
 KV2308
 KV2308.The dynamic height is computed by dividing the NAVD 88
 KV2308.geopotential number by the normal gravity value computed on the
 KV2308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2308.degrees latitude (g = 980.6199 gals.).
 KV2308
 KV2308.The modeled gravity was interpolated from observed gravity values.
 KV2308
 KV2308;                    North         East    Units  Estimated Accuracy
 KV2308;SPC PA S     -   123,970.      777,960.      MT  (+/- 180 meters Scaled)
 KV2308
 KV2308                          SUPERSEDED SURVEY CONTROL
 KV2308
 KV2308  NGVD 29 (??/??/??)  239.766  (m)          786.63   (f) ADJUSTED    2 0
 KV2308
 KV2308.Superseded values are not recommended for survey control.
 KV2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2308.See file dsdata.txt to determine how the superseded data were derived.
 KV2308
 KV2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK446757(NAD 83)
 KV2308_MARKER: DB = BENCH MARK DISK
 KV2308_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2308_SP_SET: BRIDGE RAILING
 KV2308_STAMPING: K 181 1942
 KV2308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2308
 KV2308  HISTORY     - Date     Condition        Report By
 KV2308  HISTORY     - 1942     MONUMENTED       CGS
 KV2308  HISTORY     - 1956     GOOD             CGS
 KV2308  HISTORY     - 19991216 MARK NOT FOUND   USPSQD
 KV2308  HISTORY     - 20031212 MARK NOT FOUND   USPSQD
 KV2308
 KV2308                          STATION DESCRIPTION
 KV2308
 KV2308'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2308'0.6 MI NE FROM LANDIS STORE POST OFFICE.
 KV2308'ABOUT 0.6 MILE NORTHEAST ALONG ROAD NO. 06157 FROM THE LANDIS
 KV2308'STORE POST OFFICE, 80 FEET NORTHEAST OF A LARGE BARN, 75 FEET
 KV2308'SOUTHWEST OF A STUCCO HOUSE, 11 FEET SOUTHEAST OF THE CENTER
 KV2308'LINE OF THE ROAD, SET IN THE CENTER OF THE TOP OF THE SOUTHEAST
 KV2308'RAILING OF A SMALL CONCRETE BRIDGE, ABOUT 2.5 FEET HIGHER
 KV2308'THAN THE ROAD.
 KV2308
 KV2308                          STATION RECOVERY (1956)
 KV2308
 KV2308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 KV2308'RECOVERED IN GOOD CONDITION.
 KV2308
 KV2308                          STATION RECOVERY (1999)
 KV2308
 KV2308'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV2308'MARK NOT FOUND.
 KV2308
 KV2308                          STATION RECOVERY (2003)
 KV2308
 KV2308'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEQ)
 KV2308'BRIDGE REPLACED WITH AN UNDER ROAD CONDUIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2300 ***********************************************************************
 KV2300  DESIGNATION -  K 182 PADH
 KV2300  PID         -  KV2300
 KV2300  STATE/COUNTY-  PA/MONTGOMERY
 KV2300  USGS QUAD   -  EAST GREENVILLE (1992)
 KV2300
 KV2300                         *CURRENT SURVEY CONTROL
 KV2300  ___________________________________________________________________
 KV2300* NAD 83(1986)-  40 25 28.     (N)    075 31 35.     (W)     SCALED    
 KV2300* NAVD 88     -       103.126  (meters)     338.34   (feet)  ADJUSTED  
 KV2300  ___________________________________________________________________
 KV2300  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 KV2300  DYNAMIC HT  -         103.074 (meters)     338.17  (feet)  COMP
 KV2300  MODELED GRAV-     980,123.5   (mgal)                       NAVD 88
 KV2300
 KV2300  VERT ORDER  -  SECOND    CLASS 0
 KV2300
 KV2300.The horizontal coordinates were scaled from a topographic map and have
 KV2300.an estimated accuracy of +/- 6 seconds.
 KV2300
 KV2300.The orthometric height was determined by differential leveling
 KV2300.and adjusted by the National Geodetic Survey in June 1991..
 KV2300
 KV2300.The geoid height was determined by GEOID03.
 KV2300
 KV2300.The dynamic height is computed by dividing the NAVD 88
 KV2300.geopotential number by the normal gravity value computed on the
 KV2300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2300.degrees latitude (g = 980.6199 gals.).
 KV2300
 KV2300.The modeled gravity was interpolated from observed gravity values.
 KV2300
 KV2300;                    North         East    Units  Estimated Accuracy
 KV2300;SPC PA S     -   123,530.      788,670.      MT  (+/- 180 meters Scaled)
 KV2300
 KV2300                          SUPERSEDED SURVEY CONTROL
 KV2300
 KV2300  NGVD 29 (??/??/??)  103.383  (m)          339.18   (f) ADJUSTED    2 0
 KV2300
 KV2300.Superseded values are not recommended for survey control.
 KV2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2300.See file dsdata.txt to determine how the superseded data were derived.
 KV2300
 KV2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK553750(NAD 83)
 KV2300_MARKER: DD = SURVEY DISK
 KV2300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2300_SP_SET: BRIDGE WALL
 KV2300_STAMPING: K 182 1942
 KV2300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2300
 KV2300  HISTORY     - Date     Condition        Report By
 KV2300  HISTORY     - 1942     MONUMENTED       PADH
 KV2300  HISTORY     - 1990     GOOD             USPSQD
 KV2300  HISTORY     - 20031223 MARK NOT FOUND   USPSQD
 KV2300
 KV2300                          STATION DESCRIPTION
 KV2300
 KV2300'DESCRIBED BY PA DEPT OF HIGHWAYS 1942
 KV2300'0.5 MI SE FROM PALM.
 KV2300'ABOUT 0.5 MILE SOUTHEAST ALONG HIGHWAY NO. 29 FROM THE POST
 KV2300'OFFICE AT PALM, 31.5 FEET NORTHWEST OF THE CENTER LINE OF A
 KV2300'SIDE ROAD, 22 FEET NORTHEAST OF THE CENTER LINE OF NO. 29.
 KV2300'A PENNA. HIGHWAY DEPT. DISK SET IN THE TOP OF THE NORTHEAST
 KV2300'WING WALL OF A CONCRETE BRIDGE.
 KV2300
 KV2300                          STATION RECOVERY (1990)
 KV2300
 KV2300'RECOVERY NOTE BY US POWER SQUADRON 1990 (JDC)
 KV2300'RECOVERED IN GOOD CONDITION.
 KV2300
 KV2300                          STATION RECOVERY (2003)
 KV2300
 KV2300'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEQ)
 KV2300'WING WALL DETERIORATED AND PARTLY MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2099 ***********************************************************************
 KV2099  DESIGNATION -  K 183
 KV2099  PID         -  KV2099
 KV2099  STATE/COUNTY-  PA/MONTGOMERY
 KV2099  USGS QUAD   -  PERKIOMENVILLE (1992)
 KV2099
 KV2099                         *CURRENT SURVEY CONTROL
 KV2099  ___________________________________________________________________
 KV2099* NAD 83(1986)-  40 18 32.     (N)    075 26 15.     (W)     SCALED    
 KV2099* NAVD 88     -        93.950  (meters)     308.23   (feet)  ADJUSTED  
 KV2099  ___________________________________________________________________
 KV2099  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 KV2099  DYNAMIC HT  -          93.902 (meters)     308.08  (feet)  COMP
 KV2099  MODELED GRAV-     980,116.4   (mgal)                       NAVD 88
 KV2099
 KV2099  VERT ORDER  -  SECOND    CLASS 0
 KV2099
 KV2099.The horizontal coordinates were scaled from a topographic map and have
 KV2099.an estimated accuracy of +/- 6 seconds.
 KV2099
 KV2099.The orthometric height was determined by differential leveling
 KV2099.and adjusted by the National Geodetic Survey in June 1991..
 KV2099
 KV2099.The geoid height was determined by GEOID03.
 KV2099
 KV2099.The dynamic height is computed by dividing the NAVD 88
 KV2099.geopotential number by the normal gravity value computed on the
 KV2099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2099.degrees latitude (g = 980.6199 gals.).
 KV2099
 KV2099.The modeled gravity was interpolated from observed gravity values.
 KV2099
 KV2099;                    North         East    Units  Estimated Accuracy
 KV2099;SPC PA S     -   110,890.      796,550.      MT  (+/- 180 meters Scaled)
 KV2099
 KV2099                          SUPERSEDED SURVEY CONTROL
 KV2099
 KV2099  NGVD 29 (??/??/??)   94.236  (m)          309.17   (f) ADJUSTED    2 0
 KV2099
 KV2099.Superseded values are not recommended for survey control.
 KV2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2099.See file dsdata.txt to determine how the superseded data were derived.
 KV2099
 KV2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK628621(NAD 83)
 KV2099_MARKER: DB = BENCH MARK DISK
 KV2099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2099_STAMPING: K 183 1942
 KV2099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2099+STABILITY: SURFACE MOTION
 KV2099
 KV2099  HISTORY     - Date     Condition        Report By
 KV2099  HISTORY     - 1942     MONUMENTED       CGS
 KV2099  HISTORY     - 20030726 MARK NOT FOUND   GEOCAC
 KV2099
 KV2099                          STATION DESCRIPTION
 KV2099
 KV2099'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2099'0.9 MI NW FROM BERGEY.
 KV2099'0.9 MILE NORTHWEST ALONG A SURFACED ROAD FROM THE POST OFFICE
 KV2099'AT BERGEY, 115 FEET EAST OF THE NORTHEAST CORNER OF A LARGE BARN,
 KV2099'70 FEET WEST OF THE NORTHWEST CORNER OF A 2-STORY STUCCO HOUSE,
 KV2099'20.5 FEET SOUTHWEST OF THE CENTER LINE OF THE SURFACED ROAD,
 KV2099'1.5 FEET NORTHEAST OF A WHITE POST STENCILED U.S.B.M., A STANDARD
 KV2099'DISK SET IN A CONCRETE POST ALONG THE RIGHT-OF-WAY FENCE.
 KV2099
 KV2099                          STATION RECOVERY (2003)
 KV2099
 KV2099'RECOVERY NOTE BY GEOCACHING 2003 (TME)
 KV2099'THE SIDE OF THE ROAD HAS BEEN REBUILT, THERE IS NOW A CURB ABOUT WHERE
 KV2099'THE MARK WAS. THE PROPERTY OWNERS REMEMBER THE CONCRETE POST BEING
 KV2099'REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2116 ***********************************************************************
 KV2116  DESIGNATION -  K 184
 KV2116  PID         -  KV2116
 KV2116  STATE/COUNTY-  PA/MONTGOMERY
 KV2116  USGS QUAD   -  VALLEY FORGE (1992)
 KV2116
 KV2116                         *CURRENT SURVEY CONTROL
 KV2116  ___________________________________________________________________
 KV2116* NAD 83(1986)-  40 07 14.     (N)    075 24 44.     (W)     SCALED    
 KV2116* NAVD 88     -        59.761  (meters)     196.07   (feet)  ADJUSTED  
 KV2116  ___________________________________________________________________
 KV2116  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 KV2116  DYNAMIC HT  -          59.733 (meters)     195.97  (feet)  COMP
 KV2116  MODELED GRAV-     980,149.2   (mgal)                       NAVD 88
 KV2116
 KV2116  VERT ORDER  -  SECOND    CLASS 0
 KV2116
 KV2116.The horizontal coordinates were scaled from a topographic map and have
 KV2116.an estimated accuracy of +/- 6 seconds.
 KV2116
 KV2116.The orthometric height was determined by differential leveling
 KV2116.and adjusted by the National Geodetic Survey in June 1991..
 KV2116
 KV2116.The geoid height was determined by GEOID03.
 KV2116
 KV2116.The dynamic height is computed by dividing the NAVD 88
 KV2116.geopotential number by the normal gravity value computed on the
 KV2116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2116.degrees latitude (g = 980.6199 gals.).
 KV2116
 KV2116.The modeled gravity was interpolated from observed gravity values.
 KV2116
 KV2116;                    North         East    Units  Estimated Accuracy
 KV2116;SPC PA S     -    90,050.      799,250.      MT  (+/- 180 meters Scaled)
 KV2116
 KV2116                          SUPERSEDED SURVEY CONTROL
 KV2116
 KV2116  NGVD 29 (??/??/??)   60.074  (m)          197.09   (f) ADJUSTED    2 0
 KV2116
 KV2116.Superseded values are not recommended for survey control.
 KV2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2116.See file dsdata.txt to determine how the superseded data were derived.
 KV2116
 KV2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK648412(NAD 83)
 KV2116_MARKER: DB = BENCH MARK DISK
 KV2116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2116_STAMPING: K 184 1942
 KV2116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2116+STABILITY: SURFACE MOTION
 KV2116
 KV2116  HISTORY     - Date     Condition        Report By
 KV2116  HISTORY     - 1942     MONUMENTED       CGS
 KV2116  HISTORY     - 1958     GOOD             AEROS
 KV2116
 KV2116                          STATION DESCRIPTION
 KV2116
 KV2116'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2116'1.2 MI NE FROM PORT KENNEDY.
 KV2116'1.2 MILES NORTHEAST ALONG HIGHWAY NO. 363 FROM THE READING CO.
 KV2116'RAILROAD STATION AT PORT KENNEDY, 36.5 FEET NORTHEAST OF THE CENTER
 KV2116'LINE OF A FARM ENTRANCE, 30.5 FEET NORTHWEST OF THE CENTER LINE
 KV2116'OF THE HIGHWAY, 13.5 FEET NORTHEAST OF A 20-INCH ELM TREE, 1.4
 KV2116'FEET SOUTHEAST OF A WHITE POST STENCEILED U.S.B.M., A STANDARD
 KV2116'DISK SET IN A CONCRETE POST, ABOUT 2.5 FEET LOWER THAN THE ROAD.
 KV2116
 KV2116                          STATION RECOVERY (1958)
 KV2116
 KV2116'RECOVERY NOTE BY AERO SERVICE CORPORATION 1958
 KV2116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2025 ***********************************************************************
 KV2025  DESIGNATION -  K 186
 KV2025  PID         -  KV2025
 KV2025  STATE/COUNTY-  PA/BUCKS
 KV2025  USGS QUAD   -  DOYLESTOWN (1992)
 KV2025
 KV2025                         *CURRENT SURVEY CONTROL
 KV2025  ___________________________________________________________________
 KV2025* NAD 83(1986)-  40 21 35.     (N)    075 10 52.     (W)     SCALED    
 KV2025* NAVD 88     -       186.942  (meters)     613.33   (feet)  ADJUSTED  
 KV2025  ___________________________________________________________________
 KV2025  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KV2025  DYNAMIC HT  -         186.847 (meters)     613.01  (feet)  COMP
 KV2025  MODELED GRAV-     980,112.2   (mgal)                       NAVD 88
 KV2025
 KV2025  VERT ORDER  -  SECOND    CLASS 0
 KV2025
 KV2025.The horizontal coordinates were scaled from a topographic map and have
 KV2025.an estimated accuracy of +/- 6 seconds.
 KV2025
 KV2025.The orthometric height was determined by differential leveling
 KV2025.and adjusted by the National Geodetic Survey in June 1991..
 KV2025
 KV2025.The geoid height was determined by GEOID03.
 KV2025
 KV2025.The dynamic height is computed by dividing the NAVD 88
 KV2025.geopotential number by the normal gravity value computed on the
 KV2025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2025.degrees latitude (g = 980.6199 gals.).
 KV2025
 KV2025.The modeled gravity was interpolated from observed gravity values.
 KV2025
 KV2025;                    North         East    Units  Estimated Accuracy
 KV2025;SPC PA S     -   117,140.      818,170.      MT  (+/- 180 meters Scaled)
 KV2025
 KV2025                          SUPERSEDED SURVEY CONTROL
 KV2025
 KV2025  NGVD 29 (??/??/??)  187.209  (m)          614.20   (f) ADJUSTED    2 0
 KV2025
 KV2025.Superseded values are not recommended for survey control.
 KV2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2025.See file dsdata.txt to determine how the superseded data were derived.
 KV2025
 KV2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK846677(NAD 83)
 KV2025_MARKER: DB = BENCH MARK DISK
 KV2025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2025_STAMPING: K-186 1942
 KV2025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2025+STABILITY: SURFACE MOTION
 KV2025
 KV2025  HISTORY     - Date     Condition        Report By
 KV2025  HISTORY     - 1942     MONUMENTED       CGS
 KV2025  HISTORY     - 1944     GOOD             CGS
 KV2025  HISTORY     - 19950901 GOOD             USPSQD
 KV2025
 KV2025                          STATION DESCRIPTION
 KV2025
 KV2025'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KV2025'IN DUBLIN.
 KV2025'FROM THE CROSSROADS IN DUBLIN, GO SOUTHEAST ON STATE HIGHWAY 113
 KV2025'FOR 1.45 MILES TO A CROSSROAD AND A TWO STORY STUCCO HOUSE ON THE
 KV2025'LEFT.  THE MARK IS 93 FEET NORTH OF THE NORTHEAST CORNER OF THE
 KV2025'HOUSE, 16 FEET NORTHWEST OF A FENCE LINE, AND 34 FEET NORTHWEST
 KV2025'OF THE CENTERLINE OF A MACDAM ROAD.  IT IS A STANDARD U.S.C. AND
 KV2025'G.S. BENCH MARK SET IN THE TOP OF A PRECAST POST.  PROJECTS 4
 KV2025'INCHES.
 KV2025
 KV2025                          STATION RECOVERY (1995)
 KV2025
 KV2025'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV2025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2070 ***********************************************************************
 KV2070  DESIGNATION -  K 187
 KV2070  PID         -  KV2070
 KV2070  STATE/COUNTY-  PA/BUCKS
 KV2070  USGS QUAD   -  QUAKERTOWN (1994)
 KV2070
 KV2070                         *CURRENT SURVEY CONTROL
 KV2070  ___________________________________________________________________
 KV2070* NAD 83(1986)-  40 27 10.     (N)    075 18 16.     (W)     SCALED    
 KV2070* NAVD 88     -       161.605  (meters)     530.20   (feet)  ADJUSTED  
 KV2070  ___________________________________________________________________
 KV2070  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 KV2070  DYNAMIC HT  -         161.524 (meters)     529.93  (feet)  COMP
 KV2070  MODELED GRAV-     980,119.2   (mgal)                       NAVD 88
 KV2070
 KV2070  VERT ORDER  -  SECOND    CLASS 0
 KV2070
 KV2070.The horizontal coordinates were scaled from a topographic map and have
 KV2070.an estimated accuracy of +/- 6 seconds.
 KV2070
 KV2070.The orthometric height was determined by differential leveling
 KV2070.and adjusted by the National Geodetic Survey in June 1991..
 KV2070
 KV2070.The geoid height was determined by GEOID03.
 KV2070
 KV2070.The dynamic height is computed by dividing the NAVD 88
 KV2070.geopotential number by the normal gravity value computed on the
 KV2070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2070.degrees latitude (g = 980.6199 gals.).
 KV2070
 KV2070.The modeled gravity was interpolated from observed gravity values.
 KV2070
 KV2070;                    North         East    Units  Estimated Accuracy
 KV2070;SPC PA S     -   127,170.      807,420.      MT  (+/- 180 meters Scaled)
 KV2070
 KV2070                          SUPERSEDED SURVEY CONTROL
 KV2070
 KV2070  NGVD 29 (??/??/??)  161.890  (m)          531.13   (f) ADJUSTED    2 0
 KV2070
 KV2070.Superseded values are not recommended for survey control.
 KV2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2070.See file dsdata.txt to determine how the superseded data were derived.
 KV2070
 KV2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK741780(NAD 83)
 KV2070_MARKER: DB = BENCH MARK DISK
 KV2070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2070_STAMPING: K 187 1942
 KV2070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2070+STABILITY: SURFACE MOTION
 KV2070
 KV2070  HISTORY     - Date     Condition        Report By
 KV2070  HISTORY     - 1942     MONUMENTED       CGS
 KV2070  HISTORY     - 19950629 POOR             USPSQD
 KV2070  HISTORY     - 20040222 MARK NOT FOUND   USPSQD
 KV2070
 KV2070                          STATION DESCRIPTION
 KV2070
 KV2070'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2070'2.5 MI E FROM QUAKERTOWN.
 KV2070'1.3 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 313 FROM THE
 KV2070'READING CO. RAILWAY STATION AT QUAKERTOWN, THENCE 1.2 MILES
 KV2070'NORTHEAST ALONG BLACK-TOP ROAD NO. 082, AT A 2-STORY FRAME
 KV2070'FARMHOUSE, 55 FEET NORTHEAST OF THE EAST CORNER, 31 FEET
 KV2070'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET
 KV2070'NORTHEAST OF A NORTHWEST-SOUTHEAST FENCE, AND 1 1/2 FT. SOUTHEAST
 KV2070'OF A STANDARD REFERENCE POST.  A STANDARD DISK, SET IN THE TOP
 KV2070'OF A CONCRETE POST.
 KV2070
 KV2070                          STATION RECOVERY (1995)
 KV2070
 KV2070'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV2070'MARK RECOVERED IN POOR CONDITION.
 KV2070
 KV2070                          STATION RECOVERY (2004)
 KV2070
 KV2070'RECOVERY NOTE BY US POWER SQUADRON 2004 (DEE)
 KV2070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2145 ***********************************************************************
 KV2145  DESIGNATION -  K 188
 KV2145  PID         -  KV2145
 KV2145  STATE/COUNTY-  PA/BUCKS
 KV2145  USGS QUAD   -  DOYLESTOWN (1992)
 KV2145
 KV2145                         *CURRENT SURVEY CONTROL
 KV2145  ___________________________________________________________________
 KV2145* NAD 83(1986)-  40 15 05.     (N)    075 07 59.     (W)     SCALED    
 KV2145* NAVD 88     -       122.997  (meters)     403.53   (feet)  ADJUSTED  
 KV2145  ___________________________________________________________________
 KV2145  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KV2145  DYNAMIC HT  -         122.937 (meters)     403.34  (feet)  COMP
 KV2145  MODELED GRAV-     980,135.2   (mgal)                       NAVD 88
 KV2145
 KV2145  VERT ORDER  -  SECOND    CLASS 0
 KV2145
 KV2145.The horizontal coordinates were scaled from a topographic map and have
 KV2145.an estimated accuracy of +/- 6 seconds.
 KV2145
 KV2145.The orthometric height was determined by differential leveling
 KV2145.and adjusted by the National Geodetic Survey in June 1991..
 KV2145
 KV2145.The geoid height was determined by GEOID03.
 KV2145
 KV2145.The dynamic height is computed by dividing the NAVD 88
 KV2145.geopotential number by the normal gravity value computed on the
 KV2145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2145.degrees latitude (g = 980.6199 gals.).
 KV2145
 KV2145.The modeled gravity was interpolated from observed gravity values.
 KV2145
 KV2145;                    North         East    Units  Estimated Accuracy
 KV2145;SPC PA S     -   105,230.      822,610.      MT  (+/- 180 meters Scaled)
 KV2145
 KV2145                          SUPERSEDED SURVEY CONTROL
 KV2145
 KV2145  NGVD 29 (??/??/??)  123.276  (m)          404.45   (f) ADJUSTED    2 0
 KV2145
 KV2145.Superseded values are not recommended for survey control.
 KV2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2145.See file dsdata.txt to determine how the superseded data were derived.
 KV2145
 KV2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK886556(NAD 83)
 KV2145_MARKER: DB = BENCH MARK DISK
 KV2145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2145_STAMPING: K 188 1942
 KV2145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2145+STABILITY: SURFACE MOTION
 KV2145
 KV2145  HISTORY     - Date     Condition        Report By
 KV2145  HISTORY     - 1942     MONUMENTED       CGS
 KV2145  HISTORY     - 1961     GOOD             AEROS
 KV2145  HISTORY     - 19950901 MARK NOT FOUND   USPSQD
 KV2145  HISTORY     - 19970209 MARK NOT FOUND   USPSQD
 KV2145
 KV2145                          STATION DESCRIPTION
 KV2145
 KV2145'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2145'AT WARRINGTON.
 KV2145'AT WARRINGTON, IN THE NORTHEAST QUARTER OF AN INTERSECTION OF
 KV2145'U.S. HIGHWAY NO. 611 AND A BLACK TOP ROAD LEADING SOUTHEAST,
 KV2145'ACROSS THE HIGHWAY FROM THE POST OFFICE, 37 FEET EAST OF THE
 KV2145'CENTER LINE OF THE HIGHWAY, 36 FEET NORTHEAST OF THE CENTER
 KV2145'LINE OF THE BLACK TOP ROAD, 26.1 FEET SOUTHWEST OF THE
 KV2145'SOUTHWEST CORNER OF A 2-STORY STONE HOUSE, 18.5 FEET EAST OF A
 KV2145'CAST IRON POWER LINE POLE NO. 698, AND 7 FEET NORTH OF AN
 KV2145'18-INCH MAPLE TREE.  A STANDARD DISK, SET IN THE TOP OF A
 KV2145'CONCRETE POST, AND LEVEL WITH THE SURFACE OF THE GROUND.
 KV2145
 KV2145                          STATION RECOVERY (1961)
 KV2145
 KV2145'RECOVERY NOTE BY AERO SERVICE CORPORATION 1961
 KV2145'RECOVERED IN GOOD CONDITION.
 KV2145
 KV2145                          STATION RECOVERY (1995)
 KV2145
 KV2145'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV2145'MARK NOT FOUND.
 KV2145
 KV2145                          STATION RECOVERY (1997)
 KV2145
 KV2145'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV2145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2630 ***********************************************************************
 KV2630  DESIGNATION -  K 190 PADH
 KV2630  PID         -  KV2630
 KV2630  STATE/COUNTY-  PA/LEHIGH
 KV2630  USGS QUAD   -  SLATEDALE (1980)
 KV2630
 KV2630                         *CURRENT SURVEY CONTROL
 KV2630  ___________________________________________________________________
 KV2630* NAD 83(1986)-  40 40 58.     (N)    075 41 30.     (W)     SCALED    
 KV2630* NAVD 88     -       171.436  (meters)     562.45   (feet)  ADJUSTED  
 KV2630  ___________________________________________________________________
 KV2630  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 KV2630  DYNAMIC HT  -         171.351 (meters)     562.17  (feet)  COMP
 KV2630  MODELED GRAV-     980,128.1   (mgal)                       NAVD 88
 KV2630
 KV2630  VERT ORDER  -  SECOND    CLASS 0
 KV2630
 KV2630.The horizontal coordinates were scaled from a topographic map and have
 KV2630.an estimated accuracy of +/- 6 seconds.
 KV2630
 KV2630.The orthometric height was determined by differential leveling
 KV2630.and adjusted by the National Geodetic Survey in June 1991..
 KV2630
 KV2630.The geoid height was determined by GEOID03.
 KV2630
 KV2630.The dynamic height is computed by dividing the NAVD 88
 KV2630.geopotential number by the normal gravity value computed on the
 KV2630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2630.degrees latitude (g = 980.6199 gals.).
 KV2630
 KV2630.The modeled gravity was interpolated from observed gravity values.
 KV2630
 KV2630;                    North         East    Units  Estimated Accuracy
 KV2630;SPC PA S     -   151,870.      773,990.      MT  (+/- 180 meters Scaled)
 KV2630
 KV2630                          SUPERSEDED SURVEY CONTROL
 KV2630
 KV2630  NGVD 29 (??/??/??)  171.640  (m)          563.12   (f) ADJUSTED    2 0
 KV2630
 KV2630.Superseded values are not recommended for survey control.
 KV2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2630.See file dsdata.txt to determine how the superseded data were derived.
 KV2630
 KV2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL415037(NAD 83)
 KV2630_MARKER: DD = SURVEY DISK
 KV2630_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2630_SP_SET: BRIDGE
 KV2630_STAMPING: K 190 1942
 KV2630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2630
 KV2630  HISTORY     - Date     Condition        Report By
 KV2630  HISTORY     - 1942     MONUMENTED       PADH
 KV2630  HISTORY     - 1942     GOOD             CGS
 KV2630  HISTORY     - 1968     GOOD             CGS
 KV2630
 KV2630                          STATION DESCRIPTION
 KV2630
 KV2630'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2630'AT JORDAN.
 KV2630'AT JORDAN, ALONG STATE HIGHWAY NO. 29, ON THE SOUTHWEST EDGE OF
 KV2630'TOWN, SET IN THE NORTHWEST CURBING AT THE NORTHEAST END OF THE
 KV2630'CONCRETE BRIDGE AT THE GULF SERVICE STATION, 16.3 FEET SOUTHEAST
 KV2630'OF THE EAST CORNER OF THE GULF STATION AND GARAGE, 14.1 FEET
 KV2630'NORTHWEST OF THE CENTER-LINE OF THE HIGHWAY.  A PENNSYLVANIA
 KV2630'DEPARTMENT OF HIGHWAYS BRONZE DISK.  STAMPED BY THE U.S.C. AND
 KV2630'G.S.
 KV2630
 KV2630                          STATION RECOVERY (1968)
 KV2630
 KV2630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 KV2630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2680 ***********************************************************************
 KV2680  DESIGNATION -  K 191 PADH
 KV2680  PID         -  KV2680
 KV2680  STATE/COUNTY-  PA/BERKS
 KV2680  USGS QUAD   -  KUTZTOWN (1974)
 KV2680
 KV2680                         *CURRENT SURVEY CONTROL
 KV2680  ___________________________________________________________________
 KV2680* NAD 83(1986)-  40 33 18.     (N)    075 48 20.     (W)     SCALED    
 KV2680* NAVD 88     -       141.216  (meters)     463.31   (feet)  ADJUSTED  
 KV2680  ___________________________________________________________________
 KV2680  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 KV2680  DYNAMIC HT  -         141.143 (meters)     463.07  (feet)  COMP
 KV2680  MODELED GRAV-     980,110.9   (mgal)                       NAVD 88
 KV2680
 KV2680  VERT ORDER  -  SECOND    CLASS 0
 KV2680
 KV2680.The horizontal coordinates were scaled from a topographic map and have
 KV2680.an estimated accuracy of +/- 6 seconds.
 KV2680
 KV2680.The orthometric height was determined by differential leveling
 KV2680.and adjusted by the National Geodetic Survey in June 1991..
 KV2680
 KV2680.The geoid height was determined by GEOID03.
 KV2680
 KV2680.The dynamic height is computed by dividing the NAVD 88
 KV2680.geopotential number by the normal gravity value computed on the
 KV2680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2680.degrees latitude (g = 980.6199 gals.).
 KV2680
 KV2680.The modeled gravity was interpolated from observed gravity values.
 KV2680
 KV2680;                    North         East    Units  Estimated Accuracy
 KV2680;SPC PA S     -   137,460.      764,670.      MT  (+/- 180 meters Scaled)
 KV2680
 KV2680                          SUPERSEDED SURVEY CONTROL
 KV2680
 KV2680  NGVD 29 (??/??/??)  141.425  (m)          463.99   (f) ADJUSTED    2 0
 KV2680
 KV2680.Superseded values are not recommended for survey control.
 KV2680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2680.See file dsdata.txt to determine how the superseded data were derived.
 KV2680
 KV2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK317896(NAD 83)
 KV2680_MARKER: DD = SURVEY DISK
 KV2680_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2680_SP_SET: BRIDGE ABUTMENT
 KV2680_STAMPING: K-191 1942
 KV2680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2680
 KV2680  HISTORY     - Date     Condition        Report By
 KV2680  HISTORY     - 1942     MONUMENTED       PADH
 KV2680  HISTORY     - 1942     GOOD             CGS
 KV2680  HISTORY     - 1987     GOOD             USPSQD
 KV2680  HISTORY     - 19991114 GOOD             USPSQD
 KV2680  HISTORY     - 20060729 GOOD             GEOCAC
 KV2680
 KV2680                          STATION DESCRIPTION
 KV2680
 KV2680'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2680'2.1 MI S FROM KRUMSVILLE.
 KV2680'2.1 MILES SOUTH ALONG THE COUNTY ROAD FROM THE HOTEL AT KRUMSVILLE,
 KV2680'0.3 MILE SOUTH OF THE ROAD FORKS, SET IN THE EAST CORNER OF THE
 KV2680'SOUTH ABUTMENT OF BRIDGE, AT THE INTERSECTION OF THE MAIN ROAD
 KV2680'AND A SIDE ROAD LEADING EAST, 13.6 FEET EAST OF THE CENTER-LINE
 KV2680'OF THE MAIN ROAD.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS BRONZE
 KV2680'DISK.  STAMPED BY THE U.S.C. AND G.S.
 KV2680
 KV2680                          STATION RECOVERY (1987)
 KV2680
 KV2680'RECOVERY NOTE BY US POWER SQUADRON 1987 (MWD)
 KV2680'RECOVERED IN GOOD CONDITION.
 KV2680
 KV2680                          STATION RECOVERY (1999)
 KV2680
 KV2680'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV2680'RECOVERED IN GOOD CONDITION.
 KV2680
 KV2680                          STATION RECOVERY (2006)
 KV2680
 KV2680'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KV2680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2753 ***********************************************************************
 KV2753  DESIGNATION -  K 192
 KV2753  PID         -  KV2753
 KV2753  STATE/COUNTY-  PA/CARBON
 KV2753  USGS QUAD   -  NESQUEHONING (1993)
 KV2753
 KV2753                         *CURRENT SURVEY CONTROL
 KV2753  ___________________________________________________________________
 KV2753* NAD 83(1986)-  40 45 42.     (N)    075 45 36.     (W)     SCALED    
 KV2753* NAVD 88     -       170.668  (meters)     559.93   (feet)  ADJUSTED  
 KV2753  ___________________________________________________________________
 KV2753  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KV2753  DYNAMIC HT  -         170.586 (meters)     559.66  (feet)  COMP
 KV2753  MODELED GRAV-     980,138.0   (mgal)                       NAVD 88
 KV2753
 KV2753  VERT ORDER  -  SECOND    CLASS 0
 KV2753
 KV2753.The horizontal coordinates were scaled from a topographic map and have
 KV2753.an estimated accuracy of +/- 6 seconds.
 KV2753
 KV2753.The orthometric height was determined by differential leveling
 KV2753.and adjusted by the National Geodetic Survey in June 1991..
 KV2753
 KV2753.The geoid height was determined by GEOID03.
 KV2753
 KV2753.The dynamic height is computed by dividing the NAVD 88
 KV2753.geopotential number by the normal gravity value computed on the
 KV2753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2753.degrees latitude (g = 980.6199 gals.).
 KV2753
 KV2753.The modeled gravity was interpolated from observed gravity values.
 KV2753
 KV2753;                    North         East    Units  Estimated Accuracy
 KV2753;SPC PA N     -    68,010.      768,020.      MT  (+/- 180 meters Scaled)
 KV2753
 KV2753                          SUPERSEDED SURVEY CONTROL
 KV2753
 KV2753  NGVD 29 (??/??/??)  170.875  (m)          560.61   (f) ADJUSTED    2 0
 KV2753
 KV2753.Superseded values are not recommended for survey control.
 KV2753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2753.See file dsdata.txt to determine how the superseded data were derived.
 KV2753
 KV2753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL358125(NAD 83)
 KV2753_MARKER: DB = BENCH MARK DISK
 KV2753_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2753_SP_SET: BRIDGE SEAT
 KV2753_STAMPING: K192 1942
 KV2753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2753
 KV2753  HISTORY     - Date     Condition        Report By
 KV2753  HISTORY     - 1942     MONUMENTED       CGS
 KV2753  HISTORY     - 19910519 MARK NOT FOUND   USPSQD
 KV2753
 KV2753                          STATION DESCRIPTION
 KV2753
 KV2753'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2753'0.5 MI SW FROM GERMANS.
 KV2753'0.5 MILE SOUTHWEST ALONG THE LEHIGH VALLEY RAILROAD FROM THE
 KV2753'STATION AT GERMANS, 8 RAILS EAST OF THE PUBLIC ROAD CROSSING,
 KV2753'SET IN ABOUT THE CENTER OF THE WEST STONE BRIDGE SEAT OF
 KV2753'BRIDGE NO. PO-120, NEAR A CINDER BLOCK PLANT, 15.4 FEET NORTH
 KV2753'OF THE SOUTH END OF THE SEAT, 5.2 FEET SOUTH OF THE SOUTH RAIL
 KV2753'OF THE TRACK, 2.4 FEET BELOW TRACK LEVEL.  A STANDARD DISK.
 KV2753
 KV2753                          STATION RECOVERY (1991)
 KV2753
 KV2753'RECOVERY NOTE BY US POWER SQUADRON 1991 (MWD)
 KV2753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1977 ***********************************************************************
 JV1977  DESIGNATION -  K 193
 JV1977  PID         -  JV1977
 JV1977  STATE/COUNTY-  PA/ADAMS
 JV1977  USGS QUAD   -  EMMITSBURG (1985)
 JV1977
 JV1977                         *CURRENT SURVEY CONTROL
 JV1977  ___________________________________________________________________
 JV1977* NAD 83(1986)-  39 44 25.     (N)    077 17 18.     (W)     SCALED    
 JV1977* NAVD 88     -       152.303  (meters)     499.68   (feet)  ADJUSTED  
 JV1977  ___________________________________________________________________
 JV1977  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JV1977  DYNAMIC HT  -         152.221 (meters)     499.41  (feet)  COMP
 JV1977  MODELED GRAV-     980,087.0   (mgal)                       NAVD 88
 JV1977
 JV1977  VERT ORDER  -  SECOND    CLASS 0
 JV1977
 JV1977.The horizontal coordinates were scaled from a topographic map and have
 JV1977.an estimated accuracy of +/- 6 seconds.
 JV1977
 JV1977.The orthometric height was determined by differential leveling
 JV1977.and adjusted by the National Geodetic Survey in June 1991..
 JV1977
 JV1977.The geoid height was determined by GEOID03.
 JV1977
 JV1977.The dynamic height is computed by dividing the NAVD 88
 JV1977.geopotential number by the normal gravity value computed on the
 JV1977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1977.degrees latitude (g = 980.6199 gals.).
 JV1977
 JV1977.The modeled gravity was interpolated from observed gravity values.
 JV1977
 JV1977;                    North         East    Units  Estimated Accuracy
 JV1977;SPC PA S     -    45,290.      639,570.      MT  (+/- 180 meters Scaled)
 JV1977
 JV1977                          SUPERSEDED SURVEY CONTROL
 JV1977
 JV1977  NGVD 29 (??/??/??)  152.496  (m)          500.31   (f) ADJUSTED    2 0
 JV1977
 JV1977.Superseded values are not recommended for survey control.
 JV1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1977.See file dsdata.txt to determine how the superseded data were derived.
 JV1977
 JV1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK039014(NAD 83)
 JV1977_MARKER: DB = BENCH MARK DISK
 JV1977_SETTING: 80 = SET IN A BOULDER
 JV1977_SP_SET: BOULDER
 JV1977_STAMPING: K 193 1942
 JV1977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1977+STABILITY: SURFACE MOTION
 JV1977
 JV1977  HISTORY     - Date     Condition        Report By
 JV1977  HISTORY     - 1942     MONUMENTED       CGS
 JV1977  HISTORY     - 19900429 MARK NOT FOUND   USGS
 JV1977  HISTORY     - 20050430 MARK NOT FOUND   GEOCAC
 JV1977
 JV1977                          STATION DESCRIPTION
 JV1977
 JV1977'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1977'3.1 MI NE FROM EMMITSBURG.
 JV1977'IN ADAMS COUNTY, PENNSYLVANIA, 3.1 MILES NORTHEAST ALONG U.S.
 JV1977'HIGHWAY 15 FROM THE POST OFFICE AT EMMITSBURG, FREDERICK COUNTY,
 JV1977'MARYLAND, 36.7 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 JV1977'21.9 FEET SOUTH OF A 6-INCH BIRCH TREE, 8.3 FEET SOUTHEAST OF A
 JV1977'NORTHEAST-AND-SOUTHWEST FENCE, AND IN THE TOP OF A BOULDER.  A
 JV1977'STANDARD DISK, STAMPED K 193 1942.
 JV1977
 JV1977                          STATION RECOVERY (1990)
 JV1977
 JV1977'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (GDS)
 JV1977'MARK NOT FOUND.
 JV1977
 JV1977                          STATION RECOVERY (2005)
 JV1977
 JV1977'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 JV1977'NEW LANES WERE ADDED TO RT 15 AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1636 ***********************************************************************
 JV1636  DESIGNATION -  K 194
 JV1636  PID         -  JV1636
 JV1636  STATE/COUNTY-  PA/YORK
 JV1636  USGS QUAD   -  SEVEN VALLEYS (1981)
 JV1636
 JV1636                         *CURRENT SURVEY CONTROL
 JV1636  ___________________________________________________________________
 JV1636* NAD 83(1986)-  39 48 39.     (N)    076 52 20.     (W)     SCALED    
 JV1636* NAVD 88     -       161.822  (meters)     530.91   (feet)  ADJUSTED  
 JV1636  ___________________________________________________________________
 JV1636  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JV1636  DYNAMIC HT  -         161.739 (meters)     530.64  (feet)  COMP
 JV1636  MODELED GRAV-     980,107.5   (mgal)                       NAVD 88
 JV1636
 JV1636  VERT ORDER  -  SECOND    CLASS 0
 JV1636
 JV1636.The horizontal coordinates were scaled from a topographic map and have
 JV1636.an estimated accuracy of +/- 6 seconds.
 JV1636
 JV1636.The orthometric height was determined by differential leveling
 JV1636.and adjusted by the National Geodetic Survey in June 1991..
 JV1636
 JV1636.The geoid height was determined by GEOID03.
 JV1636
 JV1636.The dynamic height is computed by dividing the NAVD 88
 JV1636.geopotential number by the normal gravity value computed on the
 JV1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1636.degrees latitude (g = 980.6199 gals.).
 JV1636
 JV1636.The modeled gravity was interpolated from observed gravity values.
 JV1636
 JV1636;                    North         East    Units  Estimated Accuracy
 JV1636;SPC PA S     -    53,390.      675,160.      MT  (+/- 180 meters Scaled)
 JV1636
 JV1636                          SUPERSEDED SURVEY CONTROL
 JV1636
 JV1636  NGVD 29 (??/??/??)  162.046  (m)          531.65   (f) ADJUSTED    2 0
 JV1636
 JV1636.Superseded values are not recommended for survey control.
 JV1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1636.See file dsdata.txt to determine how the superseded data were derived.
 JV1636
 JV1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK397084(NAD 83)
 JV1636_MARKER: DB = BENCH MARK DISK
 JV1636_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1636_SP_SET: BRIDGE
 JV1636_STAMPING: K 194 1942
 JV1636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1636
 JV1636  HISTORY     - Date     Condition        Report By
 JV1636  HISTORY     - 1942     MONUMENTED       CGS
 JV1636  HISTORY     - 1953     MARK NOT FOUND   CGS
 JV1636
 JV1636                          STATION DESCRIPTION
 JV1636
 JV1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1636'1.5 MI SE FROM PORTERS SIDELING.
 JV1636'1.5 MILES SOUTHEAST OF THE POST OFFICE AT PORTERS SIDELING, YORK
 JV1636'COUNTY, AT THE CROSSING OF THE WESTERN MARYLAND RAILWAY AND A
 JV1636'DIRT ROAD, 133.2 FEET SOUTHEAST OF THE CENTER LINE OF THE DIRT
 JV1636'ROAD, AT A BRIDGE, IN THE TOP OF THE NORTHEAST END, AND 8.7 FEET
 JV1636'EAST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED
 JV1636'K 194 1942.
 JV1636
 JV1636                          STATION RECOVERY (1953)
 JV1636
 JV1636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 JV1636'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1083 ***********************************************************************
 KX1083  DESIGNATION -  K 195
 KX1083  PID         -  KX1083
 KX1083  STATE/COUNTY-  PA/WESTMORELAND
 KX1083  USGS QUAD   -  LIGONIER (1977)
 KX1083
 KX1083                         *CURRENT SURVEY CONTROL
 KX1083  ___________________________________________________________________
 KX1083* NAD 83(1986)-  40 14 56.     (N)    079 14 49.     (W)     SCALED    
 KX1083* NAVD 88     -       349.108  (meters)    1145.37   (feet)  ADJUSTED  
 KX1083  ___________________________________________________________________
 KX1083  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KX1083  DYNAMIC HT  -         348.920 (meters)    1144.75  (feet)  COMP
 KX1083  MODELED GRAV-     980,076.2   (mgal)                       NAVD 88
 KX1083
 KX1083  VERT ORDER  -  SECOND    CLASS 0
 KX1083
 KX1083.The horizontal coordinates were scaled from a topographic map and have
 KX1083.an estimated accuracy of +/- 6 seconds.
 KX1083
 KX1083.The orthometric height was determined by differential leveling
 KX1083.and adjusted by the National Geodetic Survey in June 1991..
 KX1083
 KX1083.The geoid height was determined by GEOID03.
 KX1083
 KX1083.The dynamic height is computed by dividing the NAVD 88
 KX1083.geopotential number by the normal gravity value computed on the
 KX1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1083.degrees latitude (g = 980.6199 gals.).
 KX1083
 KX1083.The modeled gravity was interpolated from observed gravity values.
 KX1083
 KX1083;                    North         East    Units  Estimated Accuracy
 KX1083;SPC PA S     -   102,740.      472,650.      MT  (+/- 180 meters Scaled)
 KX1083
 KX1083                          SUPERSEDED SURVEY CONTROL
 KX1083
 KX1083  NGVD 29 (??/??/92)  349.290  (m)         1145.96   (f) ADJ UNCH    2 0
 KX1083
 KX1083.Superseded values are not recommended for survey control.
 KX1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1083.See file dsdata.txt to determine how the superseded data were derived.
 KX1083
 KX1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE490568(NAD 83)
 KX1083_MARKER: DB = BENCH MARK DISK
 KX1083_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1083_SP_SET: BRIDGE
 KX1083_STAMPING: K 195 1954
 KX1083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1083
 KX1083  HISTORY     - Date     Condition        Report By
 KX1083  HISTORY     - 1954     MONUMENTED       CGS
 KX1083
 KX1083                          STATION DESCRIPTION
 KX1083
 KX1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KX1083'0.6 MI NW FROM LIGONIER.
 KX1083'0.65 MILES NORTHWEST ALONG U.S. HIGHWAY 30 FROM THE SQUARE
 KX1083'AT LIGONIER, IN THE TOP OF THE NORTH END OF NORTH WING WALL
 KX1083'OF BRIDGE OVER MILL CREEK, 21 1/2 FEET NORTHEAST OF CENTER
 KX1083'LINE OF HIGHWAY AND ABOUT 2 1/2 FEET ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1119 ***********************************************************************
 KX1119  DESIGNATION -  K 196
 KX1119  PID         -  KX1119
 KX1119  STATE/COUNTY-  PA/FAYETTE
 KX1119  USGS QUAD   -  DONEGAL (1993)
 KX1119
 KX1119                         *CURRENT SURVEY CONTROL
 KX1119  ___________________________________________________________________
 KX1119* NAD 83(1986)-  40 01 56.     (N)    079 23 55.     (W)     SCALED    
 KX1119* NAVD 88     -       427.898  (meters)    1403.86   (feet)  ADJUSTED  
 KX1119  ___________________________________________________________________
 KX1119  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KX1119  DYNAMIC HT  -         427.644 (meters)    1403.03  (feet)  COMP
 KX1119  MODELED GRAV-     980,019.4   (mgal)                       NAVD 88
 KX1119
 KX1119  VERT ORDER  -  SECOND    CLASS 0
 KX1119
 KX1119.The horizontal coordinates were scaled from a topographic map and have
 KX1119.an estimated accuracy of +/- 6 seconds.
 KX1119
 KX1119.The orthometric height was determined by differential leveling
 KX1119.and adjusted by the National Geodetic Survey in June 1991..
 KX1119
 KX1119.The geoid height was determined by GEOID03.
 KX1119
 KX1119.The dynamic height is computed by dividing the NAVD 88
 KX1119.geopotential number by the normal gravity value computed on the
 KX1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1119.degrees latitude (g = 980.6199 gals.).
 KX1119
 KX1119.The modeled gravity was interpolated from observed gravity values.
 KX1119
 KX1119;                    North         East    Units  Estimated Accuracy
 KX1119;SPC PA S     -    78,910.      459,300.      MT  (+/- 180 meters Scaled)
 KX1119
 KX1119                          SUPERSEDED SURVEY CONTROL
 KX1119
 KX1119  NGVD 29 (??/??/92)  428.05   (m)         1404.4    (f) COMPUTED    2 0
 KX1119
 KX1119.Superseded values are not recommended for survey control.
 KX1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1119.See file dsdata.txt to determine how the superseded data were derived.
 KX1119
 KX1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE366325(NAD 83)
 KX1119_MARKER: DB = BENCH MARK DISK
 KX1119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1119_SP_SET: CULVERT
 KX1119_STAMPING: K 196 1943
 KX1119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1119
 KX1119  HISTORY     - Date     Condition        Report By
 KX1119  HISTORY     - 1943     MONUMENTED       CGS
 KX1119  HISTORY     - 1954     GOOD             NGS
 KX1119
 KX1119                          STATION DESCRIPTION
 KX1119
 KX1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KX1119'4.1 MI NE FROM NORMALVILLE.
 KX1119'ABOUT 4.1 MILES NORTHEAST ALONG STATE HIGHWAY 381 - 711 FROM
 KX1119'THEIR JUNCTION AT NORMALVILLE, ABOUT 0.6 MILE NORTH OF JUNCTION
 KX1119'OF A PAVED ROAD LEADING EAST AT INDIAN HEAD, IN THE TOP OF THE
 KX1119'SOUTHEAST END OF THE STONE MASONRY WALL OF DROP INLET OF A
 KX1119'15-INCH PIPE CULVERT UNDER HIGHWAY, 19 1/2 FEET SOUTHWEST OF
 KX1119'CENTER LINE OF HIGHWAY AND ABOUT 1/2 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1914 ***********************************************************************
 KV1914  DESIGNATION -  K 197
 KV1914  PID         -  KV1914
 KV1914  STATE/COUNTY-  PA/MONTGOMERY
 KV1914  USGS QUAD   -  HATBORO (1966)
 KV1914
 KV1914                         *CURRENT SURVEY CONTROL
 KV1914  ___________________________________________________________________
 KV1914* NAD 83(1986)-  40 08 14.     (N)    075 03 41.     (W)     SCALED    
 KV1914* NAVD 88     -        93.641  (meters)     307.22   (feet)  ADJUSTED  
 KV1914  ___________________________________________________________________
 KV1914  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KV1914  DYNAMIC HT  -          93.597 (meters)     307.08  (feet)  COMP
 KV1914  MODELED GRAV-     980,157.1   (mgal)                       NAVD 88
 KV1914
 KV1914  VERT ORDER  -  SECOND    CLASS 0
 KV1914
 KV1914.The horizontal coordinates were scaled from a topographic map and have
 KV1914.an estimated accuracy of +/- 6 seconds.
 KV1914
 KV1914.The orthometric height was determined by differential leveling
 KV1914.and adjusted by the National Geodetic Survey in June 1991..
 KV1914
 KV1914.The geoid height was determined by GEOID03.
 KV1914
 KV1914.The dynamic height is computed by dividing the NAVD 88
 KV1914.geopotential number by the normal gravity value computed on the
 KV1914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1914.degrees latitude (g = 980.6199 gals.).
 KV1914
 KV1914.The modeled gravity was interpolated from observed gravity values.
 KV1914
 KV1914;                    North         East    Units  Estimated Accuracy
 KV1914;SPC PA S     -    92,750.      829,090.      MT  (+/- 180 meters Scaled)
 KV1914
 KV1914                          SUPERSEDED SURVEY CONTROL
 KV1914
 KV1914  NGVD 29 (??/??/??)   93.938  (m)          308.19   (f) ADJUSTED    2 0
 KV1914
 KV1914.Superseded values are not recommended for survey control.
 KV1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1914.See file dsdata.txt to determine how the superseded data were derived.
 KV1914
 KV1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK947429(NAD 83)
 KV1914_MARKER: DB = BENCH MARK DISK
 KV1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1914_STAMPING: K-197 1946
 KV1914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1914+STABILITY: SURFACE MOTION
 KV1914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1914+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2001
 KV1914
 KV1914  HISTORY     - Date     Condition        Report By
 KV1914  HISTORY     - 1946     MONUMENTED       CGS
 KV1914  HISTORY     - 1962     GOOD             CGS
 KV1914  HISTORY     - 1965     GOOD             CGS
 KV1914  HISTORY     - 19870801 GOOD             USPSQD
 KV1914  HISTORY     - 19971113 GOOD             USPSQD
 KV1914  HISTORY     - 20010920 GOOD             TWT
 KV1914
 KV1914                          STATION DESCRIPTION
 KV1914
 KV1914'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KV1914'1 MI N FROM HUNTINGDON VALLEY.
 KV1914'1 MILE NORTH OF HUNTINGDON VALLEY ON STATE ROAD 232, AT THE
 KV1914'RAYMOND PITCAIRN ESTATE, 21.5 FEET EAST OF STATE ROAD 232, 34.9
 KV1914'FEET NORTH OF GARAGE DRIVEWAY, AND 2 FEET HIGHER THAN THE ROAD,
 KV1914'SET FLUSH WITH THE GROUND IN THE TOP OF A CONCRETE MONUMENT.
 KV1914
 KV1914                          STATION RECOVERY (1965)
 KV1914
 KV1914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 KV1914'RECOVERED IN GOOD CONDITION.
 KV1914
 KV1914                          STATION RECOVERY (1987)
 KV1914
 KV1914'RECOVERY NOTE BY US POWER SQUADRON 1987 (FLP)
 KV1914'RECOVERED IN GOOD CONDITION.
 KV1914
 KV1914                          STATION RECOVERY (1997)
 KV1914
 KV1914'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV1914'RECOVERED IN GOOD CONDITION.
 KV1914
 KV1914                          STATION RECOVERY (2001)
 KV1914
 KV1914'RECOVERY NOTE BY TWT CONS ENG 2001 (JTS)
 KV1914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0182 ***********************************************************************
 KY0182  DESIGNATION -  K 198
 KY0182  PID         -  KY0182
 KY0182  STATE/COUNTY-  PA/LAWRENCE
 KY0182  USGS QUAD   -  NEW CASTLE SOUTH (1990)
 KY0182
 KY0182                         *CURRENT SURVEY CONTROL
 KY0182  ___________________________________________________________________
 KY0182* NAD 83(1992)-  40 56 21.81143(N)    080 21 47.90599(W)     ADJUSTED  
 KY0182* NAVD 88     -       245.129  (meters)     804.23   (feet)  ADJUSTED  
 KY0182  ___________________________________________________________________
 KY0182  X           -     807,733.094 (meters)                     COMP
 KY0182  Y           -  -4,757,075.674 (meters)                     COMP
 KY0182  Z           -   4,157,479.327 (meters)                     COMP
 KY0182  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 KY0182  ELLIP HEIGHT-         210.90  (meters)          (06/21/02) GPS OBS
 KY0182  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KY0182  DYNAMIC HT  -         245.008 (meters)     803.83  (feet)  COMP
 KY0182  MODELED GRAV-     980,128.7   (mgal)                       NAVD 88
 KY0182
 KY0182  HORZ ORDER  -  THIRD
 KY0182  VERT ORDER  -  FIRST     CLASS II
 KY0182  ELLP ORDER  -  FOURTH    CLASS I
 KY0182
 KY0182.The horizontal coordinates were established by GPS observations
 KY0182.and adjusted by the National Geodetic Survey in June 2002..
 KY0182
 KY0182.The orthometric height was determined by differential leveling
 KY0182.and adjusted by the National Geodetic Survey in June 1991..
 KY0182
 KY0182.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY0182
 KY0182.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY0182
 KY0182.The ellipsoidal height was determined by GPS observations
 KY0182.and is referenced to NAD 83.
 KY0182
 KY0182.The geoid height was determined by GEOID03.
 KY0182
 KY0182.The dynamic height is computed by dividing the NAVD 88
 KY0182.geopotential number by the normal gravity value computed on the
 KY0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0182.degrees latitude (g = 980.6199 gals.).
 KY0182
 KY0182.The modeled gravity was interpolated from observed gravity values.
 KY0182
 KY0182;                    North         East     Units Scale Factor Converg.
 KY0182;SPC PA S     -   181,589.545   379,960.666   MT  0.99999583   -1 41 43.8
 KY0182;SPC PA S     -   595,765.03  1,246,587.62   sFT  0.99999583   -1 41 43.8
 KY0182;UTM  17      - 4,532,224.176   553,596.016   MT  0.99963535   +0 25 02.0
 KY0182
 KY0182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY0182!SPC PA S     -   0.99996692  x   0.99999583  =   0.99996275
 KY0182!UTM  17      -   0.99996692  x   0.99963535  =   0.99960228
 KY0182
 KY0182                          SUPERSEDED SURVEY CONTROL
 KY0182
 KY0182  NAD 83(1995)-  40 56 21.81128(N)    080 21 47.90632(W) AD(       ) 3
 KY0182  ELLIP H (01/27/92)  211.10   (m)                       GP(       ) 4 1
 KY0182  NAD 83(1986)-  40 56 21.81981(N)    080 21 47.90943(W) AD(       ) 3
 KY0182  NGVD 29 (??/??/92)  245.272  (m)          804.70   (f) ADJ UNCH    1 2
 KY0182
 KY0182.Superseded values are not recommended for survey control.
 KY0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0182.See file dsdata.txt to determine how the superseded data were derived.
 KY0182
 KY0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF5359632224(NAD 83)
 KY0182_MARKER: DB = BENCH MARK DISK
 KY0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0182_SP_SET: CONCRETE POST
 KY0182_STAMPING: K 198 1950
 KY0182_MARK LOGO: CGS   
 KY0182_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0182+STABILITY: SURFACE MOTION
 KY0182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY0182+SATELLITE: SATELLITE OBSERVATIONS - November 05, 1990
 KY0182
 KY0182  HISTORY     - Date     Condition        Report By
 KY0182  HISTORY     - 1950     MONUMENTED       CGS
 KY0182  HISTORY     - 19880915 GOOD             NGS
 KY0182  HISTORY     - 19901105 GOOD             NGS
 KY0182  HISTORY     - 19970903 GOOD             USPSQD
 KY0182
 KY0182                          STATION DESCRIPTION
 KY0182
 KY0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KY0182'0.8 MI N FROM WEST PITTSBURG.
 KY0182'ABOUT 0.85 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 KY0182'FROM THE OVERPASS AT WEST PITTSBURG, AT MILE-POST 55-30, NEAR
 KY0182'A SMALL TOOL SHED AND AT A PLACE WHERE STATE HIGHWAY 168 IS
 KY0182'NEAR THE TRACK.  IT IS 90 FEET EAST OF THE EAST RAIL, 85 FEET
 KY0182'NORTHEAST OF THE NORTHEAST CORNER OF THE TOOL SHED, 71.5 FEET
 KY0182'EAST-SOUTHEAST OF MILE-POST 55-30, 49 FEET WEST OF THE CENTERLINE
 KY0182'OF THE HIGHWAY, 3.5 FEET NORTH OF A POWER LINE POLE, 3 FEET
 KY0182'SOUTH OF A WHITE WITNESS POST AND ABOUT LEVEL WITH THE TRACK
 KY0182'AND ROAD.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 KY0182'PROJECTING 3 INCHES.
 KY0182
 KY0182                          STATION RECOVERY (1988)
 KY0182
 KY0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KY0182'THE STATION WAS RECOVERED IN GOOD CONDITION, A COMPLETE DESCRIPTION
 KY0182'FOLLOWS.
 KY0182'THE STATION IS LOCATED ABOUT 6.0 KM (3.75 MI) SOUTHWEST OF NEW CASTLE,
 KY0182'6.0 KM (3.75 MI) NORTHWEST OF WAMPUM, AND 1.0 KM (0.60 MI) NORTH OF
 KY0182'WEST PITTSBURG.
 KY0182'OWNERSHIP--STATE OF PENNSYLVANIA.
 KY0182'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 422 AND STATE
 KY0182'HIGHWAY 168 IN SOUTHWEST NEW CASTLE, GO SOUTH ON HIGHWAY 168 FOR 3.4
 KY0182'KM (2.10 MI) TO THE STATION ON THE RIGHT, JUST BEFORE REACHING A
 KY0182'POWERLINE CROSSING, AND ACROSS THE HIGHWAY FROM A BASEBALL FIELD.
 KY0182'THE STATION MARK IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE
 KY0182'CONCRETE MONUMENT 30 CM ON A SIDE THAT IS RECESSED 4 CM BELOW THE
 KY0182'SURFACE.  LOCATED 15.0 M (49.2 FT) WEST-NORTHWEST FROM THE CENTERLINE
 KY0182'OF THE HIGHWAY, 5.0 M (16.4 FT) SOUTHEAST OF THE CENTER OF A DRIVEWAY,
 KY0182'1.3 M (4.3 FT) WEST OF UTILITY POLE NUMBER TX10X11, AND 0.25 M
 KY0182'(0.8 FT) EAST OF A METAL WITNESS POST.
 KY0182'DESCRIBED BY E.J. HANSMANN, TYPED BY R.L. ZURFLUH.
 KY0182
 KY0182                          STATION RECOVERY (1990)
 KY0182
 KY0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 KY0182'RECOVERED IN GOOD CONDITION.
 KY0182
 KY0182                          STATION RECOVERY (1997)
 KY0182
 KY0182'RECOVERY NOTE BY US POWER SQUADRON 1997
 KY0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0054 ***********************************************************************
 KY0054  DESIGNATION -  K 199
 KY0054  PID         -  KY0054
 KY0054  STATE/COUNTY-  PA/BEAVER
 KY0054  USGS QUAD   -  BEAVER (1979)
 KY0054
 KY0054                         *CURRENT SURVEY CONTROL
 KY0054  ___________________________________________________________________
 KY0054* NAD 83(1986)-  40 44 17.     (N)    080 19 19.     (W)     SCALED    
 KY0054* NAVD 88     -       277.183  (meters)     909.39   (feet)  POSTED    
 KY0054  ___________________________________________________________________
 KY0054  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 KY0054  DYNAMIC HT  -         277.040 (meters)     908.92  (feet)  COMP
 KY0054  MODELED GRAV-     980,116.5   (mgal)                       NAVD 88
 KY0054
 KY0054  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 KY0054
 KY0054.The horizontal coordinates were scaled from a topographic map and have
 KY0054.an estimated accuracy of +/- 6 seconds.
 KY0054
 KY0054.The orthometric height was determined by differential leveling
 KY0054.and adjusted by the National Geodetic Survey in 1992..
 KY0054.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 KY0054.rate of 3.1 thru 4.0 mm/km.
 KY0054
 KY0054.The geoid height was determined by GEOID03.
 KY0054
 KY0054.The dynamic height is computed by dividing the NAVD 88
 KY0054.geopotential number by the normal gravity value computed on the
 KY0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0054.degrees latitude (g = 980.6199 gals.).
 KY0054
 KY0054.The modeled gravity was interpolated from observed gravity values.
 KY0054
 KY0054;                    North         East    Units  Estimated Accuracy
 KY0054;SPC PA S     -   159,140.      382,790.      MT  (+/- 180 meters Scaled)
 KY0054
 KY0054                          SUPERSEDED SURVEY CONTROL
 KY0054
 KY0054  NGVD 29 (??/??/92)  277.30   (m)          909.8    (f) COMPUTED    1 2
 KY0054
 KY0054.Superseded values are not recommended for survey control.
 KY0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0054.See file dsdata.txt to determine how the superseded data were derived.
 KY0054
 KY0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF572099(NAD 83)
 KY0054_MARKER: DB = BENCH MARK DISK
 KY0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0054_SP_SET: WALL
 KY0054_STAMPING: K 199 1950
 KY0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0054
 KY0054  HISTORY     - Date     Condition        Report By
 KY0054  HISTORY     - 1950     MONUMENTED       CGS
 KY0054  HISTORY     - 1966     MARK NOT FOUND   NGS
 KY0054
 KY0054                          STATION DESCRIPTION
 KY0054
 KY0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KY0054'0.5 MI SW FROM BEAVER FALLS.
 KY0054'ABOUT 0.5 MILE SOUTHWEST ALONG THE BEAVER FALLS AND PATTERSON
 KY0054'HEIGHTS ROAD FROM THE PITTSBURG AND LAKE ERIE RAILROAD STATION,
 KY0054'ABOUT HALF WAY UP A STEEP HILL.  IT IS IN THE TOP AND NORTHEAST
 KY0054'END OF A 50 FOOT CONCRETE RETAINING WALL, 1.5 FEET SOUTHWEST OF
 KY0054'THE NORTHEAST END, 9 FEET SOUTHEAST OF THE CENTERLINE OF THE
 KY0054'ROAD AND 3 FEET HIGHER THAN THE ROAD.  A STANDARD DISK CEMENTED
 KY0054'IN A DRILLED HOLE.
 KY0054
 KY0054                          STATION RECOVERY (1966)
 KY0054
 KY0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KY0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2269 ***********************************************************************
 KV2269  DESIGNATION -  K 2
 KV2269  PID         -  KV2269
 KV2269  STATE/COUNTY-  PA/BERKS
 KV2269  USGS QUAD   -  READING (1983)
 KV2269
 KV2269                         *CURRENT SURVEY CONTROL
 KV2269  ___________________________________________________________________
 KV2269* NAD 83(1986)-  40 20 20.     (N)    075 57 23.     (W)     SCALED    
 KV2269* NAVD 88     -        86.838  (meters)     284.90   (feet)  ADJUSTED  
 KV2269  ___________________________________________________________________
 KV2269  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 KV2269  DYNAMIC HT  -          86.793 (meters)     284.75  (feet)  COMP
 KV2269  MODELED GRAV-     980,113.5   (mgal)                       NAVD 88
 KV2269
 KV2269  VERT ORDER  -  FIRST     CLASS I
 KV2269
 KV2269.The horizontal coordinates were scaled from a topographic map and have
 KV2269.an estimated accuracy of +/- 6 seconds.
 KV2269
 KV2269.The orthometric height was determined by differential leveling
 KV2269.and adjusted by the National Geodetic Survey in June 1991..
 KV2269
 KV2269.The geoid height was determined by GEOID03.
 KV2269
 KV2269.The dynamic height is computed by dividing the NAVD 88
 KV2269.geopotential number by the normal gravity value computed on the
 KV2269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2269.degrees latitude (g = 980.6199 gals.).
 KV2269
 KV2269.The modeled gravity was interpolated from observed gravity values.
 KV2269
 KV2269;                    North         East    Units  Estimated Accuracy
 KV2269;SPC PA S     -   113,200.      752,390.      MT  (+/- 180 meters Scaled)
 KV2269
 KV2269                          SUPERSEDED SURVEY CONTROL
 KV2269
 KV2269  NGVD 29 (??/??/??)   87.075  (m)          285.68   (f) ADJUSTED    1 1
 KV2269
 KV2269.Superseded values are not recommended for survey control.
 KV2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2269.See file dsdata.txt to determine how the superseded data were derived.
 KV2269
 KV2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK187658(NAD 83)
 KV2269_MARKER: DB = BENCH MARK DISK
 KV2269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2269_SP_SET: PEDESTRIAN PASSAGEWAY
 KV2269_STAMPING: K 2 1929 285.662
 KV2269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2269
 KV2269  HISTORY     - Date     Condition        Report By
 KV2269  HISTORY     - 1929     MONUMENTED       CGS
 KV2269  HISTORY     - 1966     GOOD             CGS
 KV2269  HISTORY     - 20011220 MARK NOT FOUND   USPSQD
 KV2269  HISTORY     - 20041217 MARK NOT FOUND   USPSQD
 KV2269
 KV2269                          STATION DESCRIPTION
 KV2269
 KV2269'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2269'1.7 MI W FROM READING.
 KV2269'ABOUT 1.7 MILES WEST ALONG THE READING COMPANY RAILROAD FROM THE
 KV2269'NORTH STATION AT READING, AT THE SITE OF THE ABANDONED RAILROAD
 KV2269'STATION AT WYOMISSING, SET IN THE TOP OF THE SOUTHEAST CORNER
 KV2269'OF THE ABANDONED PEDESTRIAN PASSAGEWAY UNDER THE TRACKS, 152 FEET
 KV2269'EAST OF THE EAST EDGE OF PARK ROAD OVERPASS, 100 FEET NORTHEAST
 KV2269'AND ACROSS THE TRACKS FROM FRACTIONAL MILEPOST 1/48, 24 FEET
 KV2269'NORTH OF THE NORTH RAIL OF THE NORTH SET OF TRACKS, 0.8 FOOT
 KV2269'WEST OF A METAL WITNESS POST, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 KV2269'THE TRACK.
 KV2269
 KV2269                          STATION RECOVERY (2001)
 KV2269
 KV2269'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV2269'THE FORMWE WYOMISSING TRAIN STATION AREA IS FENCED IN.  HEAVY
 KV2269'UNDERBRUSH INSIDE THE FENCE AND NO SIGN OF AN UNDERGROUND PASSAGEWAY.
 KV2269
 KV2269                          STATION RECOVERY (2004)
 KV2269
 KV2269'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEQ)
 KV2269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0219 ***********************************************************************
 MA0219  DESIGNATION -  K 20
 MA0219  PID         -  MA0219
 MA0219  STATE/COUNTY-  PA/CLEARFIELD
 MA0219  USGS QUAD   -  KARTHAUS (1981)
 MA0219
 MA0219                         *CURRENT SURVEY CONTROL
 MA0219  ___________________________________________________________________
 MA0219* NAD 83(1986)-  41 07 03.     (N)    078 06 36.     (W)     SCALED    
 MA0219* NAVD 88     -       257.418  (meters)     844.55   (feet)  ADJUSTED  
 MA0219  ___________________________________________________________________
 MA0219  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 MA0219  DYNAMIC HT  -         257.292 (meters)     844.13  (feet)  COMP
 MA0219  MODELED GRAV-     980,127.9   (mgal)                       NAVD 88
 MA0219
 MA0219  VERT ORDER  -  SECOND    CLASS 0
 MA0219
 MA0219.The horizontal coordinates were scaled from a topographic map and have
 MA0219.an estimated accuracy of +/- 6 seconds.
 MA0219
 MA0219.The orthometric height was determined by differential leveling
 MA0219.and adjusted by the National Geodetic Survey in June 1991..
 MA0219
 MA0219.The geoid height was determined by GEOID03.
 MA0219
 MA0219.The dynamic height is computed by dividing the NAVD 88
 MA0219.geopotential number by the normal gravity value computed on the
 MA0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0219.degrees latitude (g = 980.6199 gals.).
 MA0219
 MA0219.The modeled gravity was interpolated from observed gravity values.
 MA0219
 MA0219;                    North         East    Units  Estimated Accuracy
 MA0219;SPC PA N     -   105,660.      569,770.      MT  (+/- 180 meters Scaled)
 MA0219
 MA0219                          SUPERSEDED SURVEY CONTROL
 MA0219
 MA0219  NGVD 29 (??/??/92)  257.582  (m)          845.08   (f) ADJ UNCH    2 0
 MA0219
 MA0219.Superseded values are not recommended for survey control.
 MA0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0219.See file dsdata.txt to determine how the superseded data were derived.
 MA0219
 MA0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF426558(NAD 83)
 MA0219_MARKER: DB = BENCH MARK DISK
 MA0219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0219_SP_SET: BRIDGE SEAT
 MA0219_STAMPING: K 20 1934
 MA0219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0219
 MA0219  HISTORY     - Date     Condition        Report By
 MA0219  HISTORY     - 1934     MONUMENTED       CGS
 MA0219
 MA0219                          STATION DESCRIPTION
 MA0219
 MA0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0219'AT KARTHAUS.
 MA0219'AT KARTHAUS, CLEARFIELD COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 MA0219'AT MILEAGE C 31.6, 30 FEET EAST OF THE CENTER LINE OF A DIRT
 MA0219'ROAD TO THE STATION, ABOUT 85 FEET NORTHEAST OF THE POTTER
 MA0219'HOUSE (HOTEL), ABOUT 65 FEET EAST OF THE KARTHAUS SUPPLY CO.,
 MA0219'40 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 879, AT
 MA0219'BRIDGE R 21 OVER MOSQUITO CREEK, IN THE TOP OF THE EAST END OF
 MA0219'THE SOUTH STONE BRIDGE SEAT, 7 FEET EAST OF THE CENTER LINE OF
 MA0219'THE TRACK, AND ABOUT 6-1/2 FEET LOWER THAN THE TOP OF THE RAIL.
 MA0219'A STANDARD DISK, STAMPED K 20 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0335 ***********************************************************************
 MB0335  DESIGNATION -  K 200
 MB0335  PID         -  MB0335
 MB0335  STATE/COUNTY-  PA/LAWRENCE
 MB0335  USGS QUAD   -  EDINBURG (1990)
 MB0335
 MB0335                         *CURRENT SURVEY CONTROL
 MB0335  ___________________________________________________________________
 MB0335* NAD 83(1986)-  41 00 25.     (N)    080 24 29.     (W)     SCALED    
 MB0335* NAVD 88     -       322.787  (meters)    1059.01   (feet)  ADJUSTED  
 MB0335  ___________________________________________________________________
 MB0335  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 MB0335  DYNAMIC HT  -         322.635 (meters)    1058.51  (feet)  COMP
 MB0335  MODELED GRAV-     980,144.3   (mgal)                       NAVD 88
 MB0335
 MB0335  VERT ORDER  -  FIRST     CLASS II
 MB0335
 MB0335.The horizontal coordinates were scaled from a topographic map and have
 MB0335.an estimated accuracy of +/- 6 seconds.
 MB0335
 MB0335.The orthometric height was determined by differential leveling
 MB0335.and adjusted by the National Geodetic Survey in June 1991..
 MB0335
 MB0335.The geoid height was determined by GEOID03.
 MB0335
 MB0335.The dynamic height is computed by dividing the NAVD 88
 MB0335.geopotential number by the normal gravity value computed on the
 MB0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0335.degrees latitude (g = 980.6199 gals.).
 MB0335
 MB0335.The modeled gravity was interpolated from observed gravity values.
 MB0335
 MB0335;                    North         East    Units  Estimated Accuracy
 MB0335;SPC PA S     -   189,200.      376,420.      MT  (+/- 180 meters Scaled)
 MB0335
 MB0335                          SUPERSEDED SURVEY CONTROL
 MB0335
 MB0335  NGVD 29 (??/??/92)  322.944  (m)         1059.53   (f) ADJ UNCH    1 2
 MB0335
 MB0335.Superseded values are not recommended for survey control.
 MB0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0335.See file dsdata.txt to determine how the superseded data were derived.
 MB0335
 MB0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF497396(NAD 83)
 MB0335_MARKER: DB = BENCH MARK DISK
 MB0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0335_STAMPING: K 200 1950
 MB0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0335+STABILITY: SURFACE MOTION
 MB0335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB0335+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2006
 MB0335
 MB0335  HISTORY     - Date     Condition        Report By
 MB0335  HISTORY     - 1950     MONUMENTED       CGS
 MB0335  HISTORY     - 1967     GOOD             NGS
 MB0335  HISTORY     - 20060605 GOOD             PADT
 MB0335
 MB0335                          STATION DESCRIPTION
 MB0335
 MB0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 MB0335'2.7 MI SE FROM EDINBURG.
 MB0335'ABOUT 2.1 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MB0335'FROM U.S. HIGHWAY 224 BRIDGE OVER THE MAHONING RIVER AT EDINBURG,
 MB0335'THENCE ABOUT 0.6 MILE NORTH ALONG A DIRT AND SURFACED ROAD, AT
 MB0335'THE NORTH END OF A CURVE AND SOUTHWEST AND ACROSS THE ROAD FROM
 MB0335'A FARM PLACE.  IT IS 21.0 FEET WEST OF THE CENTERLINE OF THE
 MB0335'ROAD, 3.5 FEET NORTH OF A POLE, 63 FEET NORTH OF A 16 INCH ELM
 MB0335'TREE, 2 FEET NORTHEAST OF A WHITE WITNESS POST, ABOUT 75 YARDS
 MB0335'SOUTH OF A DRIVEWAY LEADING EAST TO THE FARM PLACE AND ABOUT
 MB0335'LEVEL WITH THE ROAD.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 MB0335'POST PROJECTING 4 INCHES.
 MB0335
 MB0335                          STATION RECOVERY (1967)
 MB0335
 MB0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MB0335'RECOVERED IN GOOD CONDITION.
 MB0335
 MB0335                          STATION RECOVERY (2006)
 MB0335
 MB0335'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (JW)
 MB0335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0118 ***********************************************************************
 KY0118  DESIGNATION -  K 201
 KY0118  PID         -  KY0118
 KY0118  STATE/COUNTY-  PA/BUTLER
 KY0118  USGS QUAD   -  MARS (1979)
 KY0118
 KY0118                         *CURRENT SURVEY CONTROL
 KY0118  ___________________________________________________________________
 KY0118* NAD 83(1986)-  40 41 52.     (N)    080 00 42.     (W)     SCALED    
 KY0118* NAVD 88     -       318.082  (meters)    1043.57   (feet)  POSTED    
 KY0118  ___________________________________________________________________
 KY0118  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KY0118  DYNAMIC HT  -         317.920 (meters)    1043.04  (feet)  COMP
 KY0118  MODELED GRAV-     980,104.9   (mgal)                       NAVD 88
 KY0118
 KY0118  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KY0118
 KY0118.The horizontal coordinates were scaled from a topographic map and have
 KY0118.an estimated accuracy of +/- 6 seconds.
 KY0118
 KY0118.The orthometric height was determined by differential leveling
 KY0118.and adjusted by the National Geodetic Survey in 1992..
 KY0118.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KY0118.rate of 0.0 thru 1.0 mm/km.
 KY0118
 KY0118.The geoid height was determined by GEOID03.
 KY0118
 KY0118.The dynamic height is computed by dividing the NAVD 88
 KY0118.geopotential number by the normal gravity value computed on the
 KY0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0118.degrees latitude (g = 980.6199 gals.).
 KY0118
 KY0118.The modeled gravity was interpolated from observed gravity values.
 KY0118
 KY0118;                    North         East    Units  Estimated Accuracy
 KY0118;SPC PA S     -   153,950.      408,880.      MT  (+/- 180 meters Scaled)
 KY0118
 KY0118                          SUPERSEDED SURVEY CONTROL
 KY0118
 KY0118  NGVD 29 (??/??/92)  318.226  (m)         1044.05   (f) ADJ UNCH    2 0
 KY0118
 KY0118.Superseded values are not recommended for survey control.
 KY0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0118.See file dsdata.txt to determine how the superseded data were derived.
 KY0118
 KY0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF834056(NAD 83)
 KY0118_MARKER: DB = BENCH MARK DISK
 KY0118_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0118_SP_SET: BUILDING
 KY0118_STAMPING: K 201 1954
 KY0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0118
 KY0118  HISTORY     - Date     Condition        Report By
 KY0118  HISTORY     - 1954     MONUMENTED       CGS
 KY0118  HISTORY     - 20020407 MARK NOT FOUND   INDIV
 KY0118
 KY0118                          STATION DESCRIPTION
 KY0118
 KY0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KY0118'AT MARS.
 KY0118'AT MARS, AT THE JUNCTION OF CROWE AVENUE AND SCHOOL STREET, SET
 KY0118'VERTICALLY IN THE NORTH FACE OF MARS BOROUGH HIGH SCHOOL
 KY0118'GYMASIUM, ABOUT 0.1 MILE WEST OF BALTIMORE AND OHIO RAILROAD
 KY0118'TRACKS, 1 FOOT WEST OF NORTHEAST CORNER OF BUILDING AND 3 FEET
 KY0118'ABOVE SIDE WALK.
 KY0118
 KY0118                          STATION RECOVERY (2002)
 KY0118
 KY0118'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MEP)
 KY0118'APPEARS DESTROYED, OUTLINE AND CENTER PIN SEEN AT LOCATION DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1593 ***********************************************************************
 KX1593  DESIGNATION -  K 202
 KX1593  PID         -  KX1593
 KX1593  STATE/COUNTY-  PA/ALLEGHENY
 KX1593  USGS QUAD   -  VALENCIA (1969)
 KX1593
 KX1593                         *CURRENT SURVEY CONTROL
 KX1593  ___________________________________________________________________
 KX1593* NAD 83(1986)-  40 37 48.     (N)    079 58 13.     (W)     SCALED    
 KX1593* NAVD 88     -       320.074  (meters)    1050.11   (feet)  POSTED    
 KX1593  ___________________________________________________________________
 KX1593  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KX1593  DYNAMIC HT  -         319.910 (meters)    1049.57  (feet)  COMP
 KX1593  MODELED GRAV-     980,096.0   (mgal)                       NAVD 88
 KX1593
 KX1593  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KX1593
 KX1593.The horizontal coordinates were scaled from a topographic map and have
 KX1593.an estimated accuracy of +/- 6 seconds.
 KX1593
 KX1593.The orthometric height was determined by differential leveling
 KX1593.and adjusted by the National Geodetic Survey in 1992..
 KX1593.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KX1593.rate of 0.0 thru 1.0 mm/km.
 KX1593
 KX1593.The geoid height was determined by GEOID03.
 KX1593
 KX1593.The dynamic height is computed by dividing the NAVD 88
 KX1593.geopotential number by the normal gravity value computed on the
 KX1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1593.degrees latitude (g = 980.6199 gals.).
 KX1593
 KX1593.The modeled gravity was interpolated from observed gravity values.
 KX1593
 KX1593;                    North         East    Units  Estimated Accuracy
 KX1593;SPC PA S     -   146,340.      412,180.      MT  (+/- 180 meters Scaled)
 KX1593
 KX1593                          SUPERSEDED SURVEY CONTROL
 KX1593
 KX1593  NGVD 29 (??/??/92)  320.220  (m)         1050.59   (f) ADJ UNCH    2 0
 KX1593
 KX1593.Superseded values are not recommended for survey control.
 KX1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1593.See file dsdata.txt to determine how the superseded data were derived.
 KX1593
 KX1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE870981(NAD 83)
 KX1593_MARKER: DB = BENCH MARK DISK
 KX1593_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1593_SP_SET: BUILDING
 KX1593_STAMPING: K 202 1954
 KX1593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1593
 KX1593  HISTORY     - Date     Condition        Report By
 KX1593  HISTORY     - 1954     MONUMENTED       CGS
 KX1593  HISTORY     - 20051112 GOOD             GEOCAC
 KX1593
 KX1593                          STATION DESCRIPTION
 KX1593
 KX1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KX1593'AT GIBSONIA.
 KX1593'AT GIBSONIA, AT CROSSING OF GIBSONIA ROAD AND THE BALTIMORE
 KX1593'AND OHIO RAILROAD, SET VERTICALLY IN THE EAST FACE OF FLAMS
 KX1593'GENERAL MERCHANDISE STORE BUILDING, 46 FEET WEST OF WEST RAIL OF
 KX1593'WEST TRACK, 37 FEET SOUTH OF CENTER LINE OF GIBSONIA ROAD,
 KX1593'60 1/2 FEET NORTH-NORTHWEST OF TELEPHONE POLE NO. 16/28, 4
 KX1593'FEET SOUTH OF NORTHEAST CORNER OF BUILDING, ABOUT 1 FOOT ABOVE
 KX1593'FOUNDATION OF STORE AND ABOUT 5 FEET ABOVE LEVEL OF TRACK.
 KX1593
 KX1593                          STATION RECOVERY (2005)
 KX1593
 KX1593'RECOVERY NOTE BY GEOCACHING 2005 (JTF)
 KX1593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0600 ***********************************************************************
 JW0600  DESIGNATION -  K 203
 JW0600  PID         -  JW0600
 JW0600  STATE/COUNTY-  PA/FAYETTE
 JW0600  USGS QUAD   -  MILL RUN (1980)
 JW0600
 JW0600                         *CURRENT SURVEY CONTROL
 JW0600  ___________________________________________________________________
 JW0600* NAD 83(1986)-  39 58 14.     (N)    079 27 05.     (W)     SCALED    
 JW0600* NAVD 88     -       383.479  (meters)    1258.13   (feet)  ADJUSTED  
 JW0600  ___________________________________________________________________
 JW0600  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 JW0600  DYNAMIC HT  -         383.252 (meters)    1257.39  (feet)  COMP
 JW0600  MODELED GRAV-     980,021.3   (mgal)                       NAVD 88
 JW0600
 JW0600  VERT ORDER  -  SECOND    CLASS 0
 JW0600
 JW0600.The horizontal coordinates were scaled from a topographic map and have
 JW0600.an estimated accuracy of +/- 6 seconds.
 JW0600
 JW0600.The orthometric height was determined by differential leveling
 JW0600.and adjusted by the National Geodetic Survey in June 1991..
 JW0600
 JW0600.The geoid height was determined by GEOID03.
 JW0600
 JW0600.The dynamic height is computed by dividing the NAVD 88
 JW0600.geopotential number by the normal gravity value computed on the
 JW0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0600.degrees latitude (g = 980.6199 gals.).
 JW0600
 JW0600.The modeled gravity was interpolated from observed gravity values.
 JW0600
 JW0600;                    North         East    Units  Estimated Accuracy
 JW0600;SPC PA S     -    72,150.      454,660.      MT  (+/- 180 meters Scaled)
 JW0600
 JW0600                          SUPERSEDED SURVEY CONTROL
 JW0600
 JW0600  NGVD 29 (??/??/92)  383.630  (m)         1258.63   (f) ADJ UNCH    2 0
 JW0600
 JW0600.Superseded values are not recommended for survey control.
 JW0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0600.See file dsdata.txt to determine how the superseded data were derived.
 JW0600
 JW0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE322256(NAD 83)
 JW0600_MARKER: DB = BENCH MARK DISK
 JW0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0600_STAMPING: K 203 1954
 JW0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0600+STABILITY: SURFACE MOTION
 JW0600
 JW0600  HISTORY     - Date     Condition        Report By
 JW0600  HISTORY     - 1954     MONUMENTED       CGS
 JW0600
 JW0600                          STATION DESCRIPTION
 JW0600
 JW0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JW0600'2 MI S FROM NORMALVILLE.
 JW0600'ABOUT 2.0 MILES SOUTH ALONG STATE HIGHWAY 381 FROM THE JUNCTION
 JW0600'OF STATE HIGHWAY 711 AT NORMALVILLE, ABOUT 1.2 MILES NORTH OF
 JW0600'SCHOOL AT MILL RUN, AT CROSSING OF BALTIMORE AND OHIO RAILROAD,
 JW0600'39 FEET NORTH OF NORTH RAIL, 46 1/2 FEET EAST OF CENTER LINE OF
 JW0600'HIGHWAY, 59 1/2 FEET NORTH AND ACROSS TRACK FROM CROSSING
 JW0600'WARNING SIGN NO. 2601, 57 FEET NORTH-NORTHWEST AND ACROSS TRACK
 JW0600'FROM INSIDE CORNER OF AN ANGLE SHAPED CONCRETE HEAD WALL OF A
 JW0600'15-INCH PIPE CULVERT UNDER HIGHWAY, ABOUT 2 1/2 FEET BELOW LEVEL
 JW0600'OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 JW0600'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1140 ***********************************************************************
 KX1140  DESIGNATION -  K 204
 KX1140  PID         -  KX1140
 KX1140  STATE/COUNTY-  PA/WESTMORELAND
 KX1140  USGS QUAD   -  SEVEN SPRINGS (1993)
 KX1140
 KX1140                         *CURRENT SURVEY CONTROL
 KX1140  ___________________________________________________________________
 KX1140* NAD 83(1986)-  40 04 37.     (N)    079 18 58.     (W)     SCALED    
 KX1140* NAVD 88     -       600.290  (meters)    1969.45   (feet)  ADJUSTED  
 KX1140  ___________________________________________________________________
 KX1140  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KX1140  DYNAMIC HT  -         599.943 (meters)    1968.31  (feet)  COMP
 KX1140  MODELED GRAV-     980,027.5   (mgal)                       NAVD 88
 KX1140
 KX1140  VERT ORDER  -  SECOND    CLASS 0
 KX1140
 KX1140.The horizontal coordinates were scaled from a topographic map and have
 KX1140.an estimated accuracy of +/- 6 seconds.
 KX1140
 KX1140.The orthometric height was determined by differential leveling
 KX1140.and adjusted by the National Geodetic Survey in June 1991..
 KX1140
 KX1140.The geoid height was determined by GEOID03.
 KX1140
 KX1140.The dynamic height is computed by dividing the NAVD 88
 KX1140.geopotential number by the normal gravity value computed on the
 KX1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1140.degrees latitude (g = 980.6199 gals.).
 KX1140
 KX1140.The modeled gravity was interpolated from observed gravity values.
 KX1140
 KX1140;                    North         East    Units  Estimated Accuracy
 KX1140;SPC PA S     -    83,750.      466,420.      MT  (+/- 180 meters Scaled)
 KX1140
 KX1140                          SUPERSEDED SURVEY CONTROL
 KX1140
 KX1140  NGVD 29 (??/??/92)  600.440  (m)         1969.94   (f) ADJ UNCH    2 0
 KX1140
 KX1140.Superseded values are not recommended for survey control.
 KX1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1140.See file dsdata.txt to determine how the superseded data were derived.
 KX1140
 KX1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE435376(NAD 83)
 KX1140_MARKER: DB = BENCH MARK DISK
 KX1140_SETTING: 66 = SET IN ROCK OUTCROP
 KX1140_SP_SET: ROCK OUTCROP
 KX1140_STAMPING: K 204 1954
 KX1140_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX1140+STABILITY: POSITION/ELEVATION WELL
 KX1140
 KX1140  HISTORY     - Date     Condition        Report By
 KX1140  HISTORY     - 1954     MONUMENTED       CGS
 KX1140
 KX1140                          STATION DESCRIPTION
 KX1140
 KX1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KX1140'2.2 MI E FROM JONES MILLS.
 KX1140'2.15 MILES EAST ALONG STATE HIGHWAY 31 FROM THE JUNCTION OF STATE
 KX1140'HIGHWAY 711 AT JONES MILLS, IN THE NORTHWEST CORNER OF A
 KX1140'SANDSTONE OUTCROP THAT IS ABOUT 4 FEET BY 6 FEET AND PROJECTS
 KX1140'OUT OF THE GROUND ABOUT 2 FEET, 49 FEET SOUTHWEST OF THE CENTER
 KX1140'LINE OF THE HIGHWAY, 24 FEET NORTHWEST OF THE CENTER LINE OF A
 KX1140'DIM TRAIL SOUTHWEST, 44 FEET WEST OF TELEPHONE POLE NO. 4919,
 KX1140'79 FEET SOUTH AND ACROSS THE HIGHWAY FROM POWER POLE 217950, 10
 KX1140'FEET SOUTHWEST OF A LARGER AND MORE PROMINENT ROCK, 6 FEET
 KX1140'SOUTHWEST OF A TWIN 12-INCH MAPLE, ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1672 ***********************************************************************
 KX1672  DESIGNATION -  K 205
 KX1672  PID         -  KX1672
 KX1672  STATE/COUNTY-  PA/ALLEGHENY
 KX1672  USGS QUAD   -  GLENSHAW (1993)
 KX1672
 KX1672                         *CURRENT SURVEY CONTROL
 KX1672  ___________________________________________________________________
 KX1672* NAD 83(1986)-  40 30 15.     (N)    079 59 18.     (W)     SCALED    
 KX1672* NAVD 88     -       260.020  (meters)     853.08   (feet)  POSTED    
 KX1672  ___________________________________________________________________
 KX1672  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KX1672  DYNAMIC HT  -         259.880 (meters)     852.62  (feet)  COMP
 KX1672  MODELED GRAV-     980,091.3   (mgal)                       NAVD 88
 KX1672
 KX1672  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KX1672
 KX1672.The horizontal coordinates were scaled from a topographic map and have
 KX1672.an estimated accuracy of +/- 6 seconds.
 KX1672
 KX1672.The orthometric height was determined by differential leveling
 KX1672.and adjusted by the National Geodetic Survey in 1992..
 KX1672.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KX1672.rate of 0.0 thru 1.0 mm/km.
 KX1672
 KX1672.The geoid height was determined by GEOID03.
 KX1672
 KX1672.The dynamic height is computed by dividing the NAVD 88
 KX1672.geopotential number by the normal gravity value computed on the
 KX1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1672.degrees latitude (g = 980.6199 gals.).
 KX1672
 KX1672.The modeled gravity was interpolated from observed gravity values.
 KX1672
 KX1672;                    North         East    Units  Estimated Accuracy
 KX1672;SPC PA S     -   132,410.      410,300.      MT  (+/- 180 meters Scaled)
 KX1672
 KX1672                          SUPERSEDED SURVEY CONTROL
 KX1672
 KX1672  NGVD 29 (??/??/92)  260.181  (m)          853.61   (f) ADJ UNCH    2 0
 KX1672
 KX1672.Superseded values are not recommended for survey control.
 KX1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1672.See file dsdata.txt to determine how the superseded data were derived.
 KX1672
 KX1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE857842(NAD 83)
 KX1672_MARKER: DB = BENCH MARK DISK
 KX1672_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1672_SP_SET: ABUTMENT
 KX1672_STAMPING: K 205 1954
 KX1672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1672
 KX1672  HISTORY     - Date     Condition        Report By
 KX1672  HISTORY     - 1954     MONUMENTED       CGS
 KX1672
 KX1672                          STATION DESCRIPTION
 KX1672
 KX1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KX1672'0.8 MI NW FROM BYERSTOWN.
 KX1672'0.85 MILE NORTHWEST ALONG BABCOCK BOULEVARD FROM THE SCHOOL AT
 KX1672'BYERSTOWN, ABOUT 0.45 MILE SOUTH OF THE FIRE STATION AT
 KX1672'EVERGREEN, IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 KX1672'CONCRETE ABUTMENT OF ALLEGHENY COUNTY BRIDGE NO. 6 OVER GIRTY
 KX1672'RUN, 20 FEET NORTHEAST OF CENTER LINE OF BABCOCK BOULEVARD, ABOUT
 KX1672'0.1 MILE SOUTHEAST OF JUNCTION OF BABCOCK BOULEVARD AND BLUE BELT
 KX1672'BY-PASS ROUTE LEADING WEST AND ABOUT 1/2 FOOT ABOVE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0511 ***********************************************************************
 KY0511  DESIGNATION -  K 206
 KY0511  PID         -  KY0511
 KY0511  STATE/COUNTY-  PA/WASHINGTON
 KY0511  USGS QUAD   -  PROSPERITY (1977)
 KY0511
 KY0511                         *CURRENT SURVEY CONTROL
 KY0511  ___________________________________________________________________
 KY0511* NAD 83(1986)-  40 06 19.     (N)    080 17 34.     (W)     SCALED    
 KY0511* NAVD 88     -       336.578  (meters)    1104.26   (feet)  ADJUSTED  
 KY0511  ___________________________________________________________________
 KY0511  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 KY0511  DYNAMIC HT  -         336.386 (meters)    1103.63  (feet)  COMP
 KY0511  MODELED GRAV-     980,046.1   (mgal)                       NAVD 88
 KY0511
 KY0511  VERT ORDER  -  SECOND    CLASS 0
 KY0511
 KY0511.The horizontal coordinates were scaled from a topographic map and have
 KY0511.an estimated accuracy of +/- 6 seconds.
 KY0511
 KY0511.The orthometric height was determined by differential leveling
 KY0511.and adjusted by the National Geodetic Survey in June 1991..
 KY0511
 KY0511.The geoid height was determined by GEOID03.
 KY0511
 KY0511.The dynamic height is computed by dividing the NAVD 88
 KY0511.geopotential number by the normal gravity value computed on the
 KY0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0511.degrees latitude (g = 980.6199 gals.).
 KY0511
 KY0511.The modeled gravity was interpolated from observed gravity values.
 KY0511
 KY0511;                    North         East    Units  Estimated Accuracy
 KY0511;SPC PA S     -    88,830.      383,230.      MT  (+/- 180 meters Scaled)
 KY0511
 KY0511                          SUPERSEDED SURVEY CONTROL
 KY0511
 KY0511  NGVD 29 (??/??/92)  336.715  (m)         1104.71   (f) ADJ UNCH    2 0
 KY0511
 KY0511.Superseded values are not recommended for survey control.
 KY0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0511.See file dsdata.txt to determine how the superseded data were derived.
 KY0511
 KY0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE602396(NAD 83)
 KY0511_MARKER: DB = BENCH MARK DISK
 KY0511_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KY0511_SP_SET: CULVERT WINGWALL
 KY0511_STAMPING: K 206 1957
 KY0511_MARK LOGO: CGS   
 KY0511_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0511+STABILITY: SURFACE MOTION
 KY0511
 KY0511  HISTORY     - Date     Condition        Report By
 KY0511  HISTORY     - 1957     MONUMENTED       CGS
 KY0511  HISTORY     - 19931019 GOOD             LOCENG
 KY0511
 KY0511                          STATION DESCRIPTION
 KY0511
 KY0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0511'1.1 MI S FROM LAGONDA.
 KY0511'ABOUT 1.1 MILES SOUTH ALONG STATE HIGWAY 18 FROM THE SCHOOL AT
 KY0511'LAGONDA, 37 YARDS NORTH OF JUNCTION OF A BLACK TOP ROAD WEST, IN
 KY0511'THE TOP OF THE NORTHWEST END OF SOUTHEAST CONCRETE WING WALL OF
 KY0511'A 75-INCH PIPE CULVERT UNDER HIGHWAY, 27 FEET EAST OF CENTER
 KY0511'LINE OF HIGHWAY AND ABOUT 4 FEET BELOW LEVEL OF HIGHWAY.
 KY0511
 KY0511                          STATION RECOVERY (1993)
 KY0511
 KY0511'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 KY0511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0594 ***********************************************************************
 KY0594  DESIGNATION -  K 207
 KY0594  PID         -  KY0594
 KY0594  STATE/COUNTY-  PA/WASHINGTON
 KY0594  USGS QUAD   -  PROSPERITY (1977)
 KY0594
 KY0594                         *CURRENT SURVEY CONTROL
 KY0594  ___________________________________________________________________
 KY0594* NAD 83(1986)-  40 02 05.     (N)    080 20 17.     (W)     SCALED    
 KY0594* NAVD 88     -       409.142  (meters)    1342.33   (feet)  ADJUSTED  
 KY0594  ___________________________________________________________________
 KY0594  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 KY0594  DYNAMIC HT  -         408.910 (meters)    1341.57  (feet)  COMP
 KY0594  MODELED GRAV-     980,045.8   (mgal)                       NAVD 88
 KY0594
 KY0594  VERT ORDER  -  SECOND    CLASS 0
 KY0594
 KY0594.The horizontal coordinates were scaled from a topographic map and have
 KY0594.an estimated accuracy of +/- 6 seconds.
 KY0594
 KY0594.The orthometric height was determined by differential leveling
 KY0594.and adjusted by the National Geodetic Survey in June 1991..
 KY0594
 KY0594.The geoid height was determined by GEOID03.
 KY0594
 KY0594.The dynamic height is computed by dividing the NAVD 88
 KY0594.geopotential number by the normal gravity value computed on the
 KY0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0594.degrees latitude (g = 980.6199 gals.).
 KY0594
 KY0594.The modeled gravity was interpolated from observed gravity values.
 KY0594
 KY0594;                    North         East    Units  Estimated Accuracy
 KY0594;SPC PA S     -    81,120.      379,140.      MT  (+/- 180 meters Scaled)
 KY0594
 KY0594                          SUPERSEDED SURVEY CONTROL
 KY0594
 KY0594  NGVD 29 (??/??/92)  409.281  (m)         1342.78   (f) ADJ UNCH    2 0
 KY0594
 KY0594.Superseded values are not recommended for survey control.
 KY0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0594.See file dsdata.txt to determine how the superseded data were derived.
 KY0594
 KY0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE564318(NAD 83)
 KY0594_MARKER: DB = BENCH MARK DISK
 KY0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0594_STAMPING: K 207 1957
 KY0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0594+STABILITY: SURFACE MOTION
 KY0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KY0594+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2002
 KY0594
 KY0594  HISTORY     - Date     Condition        Report By
 KY0594  HISTORY     - 1957     MONUMENTED       CGS
 KY0594  HISTORY     - 20020227 GOOD             EDKINS
 KY0594
 KY0594                          STATION DESCRIPTION
 KY0594
 KY0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0594'2.1 MI N FROM OLD CONCORD.
 KY0594'ABOUT 0.15 MILE NORTHEAST ALONG STATE HIGHWAY 18 FROM THE
 KY0594'CONCORD PRESBYTERIAN CHURCH AT OLD CONCORD, THENCE ABOUT 1.95 MILES
 KY0594'NORTH ALONG A GRAVEL ROAD, ABOUT 0.4 MILE SOUTH OF JUNCTION OF
 KY0594'A BLACK TOP ROAD LEADING WEST AND NORTH, 0.1 MILES SOUTHEAST
 KY0594'OF JUNCTION OF A DRIVE SOUTHEAST TO A FARM HOUSE, 12 FEET
 KY0594'NORTHWEST OF CENTER LINE OF ROAD, 38 FEET NORTH AND ACROSS
 KY0594'ROAD FROM A PIPE LINE MARKER POST MARKED CNG 4 B 529, 136
 KY0594'FEET SOUTHWEST AND ACROSS ROAD FROM PIPE LINE MARKER POST MARKED
 KY0594'GAS 1 10 35, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 KY0594'ABOUT LEVEL WITH GRAVEL ROAD AND SET IN THE TOP OF A CONCRETE
 KY0594'POST PROJECTING 3 INCHES.
 KY0594
 KY0594                          STATION RECOVERY (2002)
 KY0594
 KY0594'RECOVERY NOTE BY EDKINS SURVEYING 2002 (JR)
 KY0594'MARK IS LOCATED IN BIRM OF ROAD. WITNESS POST IS GONE. MARK COULD BE
 KY0594'DISTURBED BY MAINTENANCE CREW. TRAVERSED THROUGH MARK AND HORZ COORDS
 KY0594'ARE N 266055.29  E 1275380.26 PLUS OR MINUS 2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0385 ***********************************************************************
 KY0385  DESIGNATION -  K 208
 KY0385  PID         -  KY0385
 KY0385  STATE/COUNTY-  PA/ALLEGHENY
 KY0385  USGS QUAD   -  OAKDALE (1993)
 KY0385
 KY0385                         *CURRENT SURVEY CONTROL
 KY0385  ___________________________________________________________________
 KY0385* NAD 83(1986)-  40 24 11.     (N)    080 09 07.     (W)     SCALED    
 KY0385* NAVD 88     -       270.155  (meters)     886.33   (feet)  ADJUSTED  
 KY0385  ___________________________________________________________________
 KY0385  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KY0385  DYNAMIC HT  -         270.014 (meters)     885.87  (feet)  COMP
 KY0385  MODELED GRAV-     980,096.1   (mgal)                       NAVD 88
 KY0385
 KY0385  VERT ORDER  -  SECOND    CLASS 0
 KY0385
 KY0385.The horizontal coordinates were scaled from a topographic map and have
 KY0385.an estimated accuracy of +/- 6 seconds.
 KY0385
 KY0385.The orthometric height was determined by differential leveling
 KY0385.and adjusted by the National Geodetic Survey in June 1991..
 KY0385
 KY0385.The geoid height was determined by GEOID03.
 KY0385
 KY0385.The dynamic height is computed by dividing the NAVD 88
 KY0385.geopotential number by the normal gravity value computed on the
 KY0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0385.degrees latitude (g = 980.6199 gals.).
 KY0385
 KY0385.The modeled gravity was interpolated from observed gravity values.
 KY0385
 KY0385;                    North         East    Units  Estimated Accuracy
 KY0385;SPC PA S     -   121,550.      396,130.      MT  (+/- 180 meters Scaled)
 KY0385
 KY0385                          SUPERSEDED SURVEY CONTROL
 KY0385
 KY0385  NGVD 29 (??/??/92)  270.302  (m)          886.82   (f) ADJ UNCH    2 0
 KY0385
 KY0385.Superseded values are not recommended for survey control.
 KY0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0385.See file dsdata.txt to determine how the superseded data were derived.
 KY0385
 KY0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE719728(NAD 83)
 KY0385_MARKER: DB = BENCH MARK DISK
 KY0385_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0385_SP_SET: CATCH BASIN
 KY0385_STAMPING: K 208 1960
 KY0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KY0385+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2004
 KY0385
 KY0385  HISTORY     - Date     Condition        Report By
 KY0385  HISTORY     - 1960     MONUMENTED       CGS
 KY0385  HISTORY     - 20040621 GOOD             PADT
 KY0385
 KY0385                          STATION DESCRIPTION
 KY0385
 KY0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0385'2 MI E FROM OAKDALE.
 KY0385'ABOUT 2.05 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY0385'STATION AT OAKDALE, 0.2 MILE SOUTH-SOUTHEAST OF SIGNAL 129, 115
 KY0385'FEET EAST-SOUTHEAST OF THE CENTER OF CROSSING OF OLD NOBLESTOWN
 KY0385'ROAD (BLACK TOP ROAD) AND THE NORTHEAST RAIL, 19 1/2 FEET
 KY0385'NORTHEAST OF THE CENTER LINE OF ROAD, 72 FEET EAST-NORTHEAST OF
 KY0385'THE EAST-NORTHEAST RAIL OF THE EAST-NORTHEAST TRACK, IN TOP OF
 KY0385'THE NORTHWEST END OF THE BACK WALL OF A 2-BY 2 1/2-FOOT CONCRETE
 KY0385'CATCH BASIN FOR A 10-INCH PIPE CULVERT UNDER THE ROAD, ABOUT 1
 KY0385'FOOT ABOVE THE LEVEL OF THE ROAD, AND ABOUT 6 FEET ABOVE THE LEVEL
 KY0385'OF THE TRACK.
 KY0385
 KY0385                          STATION RECOVERY (2004)
 KY0385
 KY0385'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (CAB)
 KY0385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3535 ***********************************************************************
 KV3535  DESIGNATION -  K 209
 KV3535  PID         -  KV3535
 KV3535  STATE/COUNTY-  PA/PHILADELPHIA
 KV3535  USGS QUAD   -  GERMANTOWN (1997)
 KV3535
 KV3535                         *CURRENT SURVEY CONTROL
 KV3535  ___________________________________________________________________
 KV3535* NAD 83(1986)-  40 00 00.     (N)    075 08 52.     (W)     SCALED    
 KV3535* NAVD 88     -        31.370  (meters)     102.92   (feet)  ADJUSTED  
 KV3535  ___________________________________________________________________
 KV3535  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 KV3535  DYNAMIC HT  -          31.356 (meters)     102.87  (feet)  COMP
 KV3535  MODELED GRAV-     980,175.8   (mgal)                       NAVD 88
 KV3535
 KV3535  VERT ORDER  -  FIRST     CLASS I
 KV3535
 KV3535.The horizontal coordinates were scaled from a topographic map and have
 KV3535.an estimated accuracy of +/- 6 seconds.
 KV3535
 KV3535.The orthometric height was determined by differential leveling
 KV3535.and adjusted by the National Geodetic Survey in June 1991..
 KV3535
 KV3535.The geoid height was determined by GEOID03.
 KV3535
 KV3535.The dynamic height is computed by dividing the NAVD 88
 KV3535.geopotential number by the normal gravity value computed on the
 KV3535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3535.degrees latitude (g = 980.6199 gals.).
 KV3535
 KV3535.The modeled gravity was interpolated from observed gravity values.
 KV3535
 KV3535;                    North         East    Units  Estimated Accuracy
 KV3535;SPC PA S     -    77,300.      822,180.      MT  (+/- 180 meters Scaled)
 KV3535
 KV3535                          SUPERSEDED SURVEY CONTROL
 KV3535
 KV3535  NGVD 29 (01/10/92)   31.698  (m)          104.00   (f) ADJUSTED    1 1
 KV3535
 KV3535.Superseded values are not recommended for survey control.
 KV3535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3535.See file dsdata.txt to determine how the superseded data were derived.
 KV3535
 KV3535_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK873277(NAD 83)
 KV3535_MARKER: DB = BENCH MARK DISK
 KV3535_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV3535_SP_SET: ABUTMENT
 KV3535_STAMPING: K 209 1964
 KV3535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3535
 KV3535  HISTORY     - Date     Condition        Report By
 KV3535  HISTORY     - 1964     MONUMENTED       CGS
 KV3535  HISTORY     - 1974     GOOD             NGS
 KV3535
 KV3535                          STATION DESCRIPTION
 KV3535
 KV3535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KV3535'AT PHILADELPHIA.
 KV3535'AT PHILADELPHIA, ABOUT 0.55 MILE EAST ALONG THE PENN CENTRAL
 KV3535'RAILROAD (CONNECTING TRACK) FROM THE NORTH STATION, SET IN THE
 KV3535'TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF GERMANTOWN
 KV3535'AVENUE UNDERPASS, 19.7 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 KV3535'THE MAIN TRACK, 1.0 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 KV3535'ABUTMENT AND 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0134 ***********************************************************************
 KX0134  DESIGNATION -  K 21
 KX0134  PID         -  KX0134
 KX0134  STATE/COUNTY-  PA/CENTRE
 KX0134  USGS QUAD   -  PHILIPSBURG (1994)
 KX0134
 KX0134                         *CURRENT SURVEY CONTROL
 KX0134  ___________________________________________________________________
 KX0134* NAD 83(1986)-  40 54 03.     (N)    078 13 42.     (W)     SCALED    
 KX0134* NAVD 88     -       433.750  (meters)    1423.06   (feet)  ADJUSTED  
 KX0134  ___________________________________________________________________
 KX0134  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 KX0134  DYNAMIC HT  -         433.532 (meters)    1422.35  (feet)  COMP
 KX0134  MODELED GRAV-     980,108.9   (mgal)                       NAVD 88
 KX0134
 KX0134  VERT ORDER  -  FIRST     CLASS I
 KX0134
 KX0134.The horizontal coordinates were scaled from a topographic map and have
 KX0134.an estimated accuracy of +/- 6 seconds.
 KX0134
 KX0134.The orthometric height was determined by differential leveling
 KX0134.and adjusted by the National Geodetic Survey in June 1991..
 KX0134
 KX0134.The geoid height was determined by GEOID03.
 KX0134
 KX0134.The dynamic height is computed by dividing the NAVD 88
 KX0134.geopotential number by the normal gravity value computed on the
 KX0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0134.degrees latitude (g = 980.6199 gals.).
 KX0134
 KX0134.The modeled gravity was interpolated from observed gravity values.
 KX0134
 KX0134;                    North         East    Units  Estimated Accuracy
 KX0134;SPC PA N     -    81,640.      559,700.      MT  (+/- 180 meters Scaled)
 KX0134
 KX0134                          SUPERSEDED SURVEY CONTROL
 KX0134
 KX0134  NGVD 29 (??/??/92)  433.910  (m)         1423.59   (f) ADJ UNCH    1 1
 KX0134
 KX0134.Superseded values are not recommended for survey control.
 KX0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0134.See file dsdata.txt to determine how the superseded data were derived.
 KX0134
 KX0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF334314(NAD 83)
 KX0134_MARKER: DB = BENCH MARK DISK
 KX0134_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KX0134_SP_SET: RR BRIDGE ABUTMENT
 KX0134_STAMPING: K 21 1934
 KX0134_MARK LOGO: CGS   
 KX0134_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX0134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX0134+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2002
 KX0134
 KX0134  HISTORY     - Date     Condition        Report By
 KX0134  HISTORY     - 19340101 MONUMENTED       CGS
 KX0134  HISTORY     - 1966     GOOD             NGS
 KX0134  HISTORY     - 1973     GOOD             NGS
 KX0134  HISTORY     - 19991201 GOOD             PADT
 KX0134  HISTORY     - 20020306 GOOD             NGS
 KX0134
 KX0134                          STATION DESCRIPTION
 KX0134
 KX0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0134'0.3 MI NW FROM PHILIPSBURG.
 KX0134'ABOUT 0.3 MILE NORTHWEST ALONG THE CLEARFIELD BRANCH OF THE
 KX0134'PENNSYLVANIA RAILROAD FROM THE FREIGHT STATION AT PHILIPSBURG,
 KX0134'6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST SET OF
 KX0134'TRACKS, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHWEST
 KX0134'BRIDGE ABUTMENT OF RAILROAD BRIDGE NUMBER 23/77 OVER MOSHANNON
 KX0134'CREEK, AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS.
 KX0134
 KX0134                          STATION RECOVERY (1973)
 KX0134
 KX0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KX0134'RECOVERED IN GOOD CONDITION.
 KX0134
 KX0134                          STATION RECOVERY (1999)
 KX0134
 KX0134'RECOVERY NOTE BY PA DEPT OF TRANSP 1999
 KX0134'RECOVERED IN GOOD CONDITION.
 KX0134
 KX0134                          STATION RECOVERY (2002)
 KX0134
 KX0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 KX0134'THE MARK IS LOCATED 0.20 MI SOUTHWESTERLY ALONG PRESQUEISLE ST FROM
 KX0134'THE PHILIPSBURG
 KX0134'BOROUGH OFFICE BUILDING  AT 4 NORTH CENTRE STREET IN PHILIPSBURG,
 KX0134'THENCE 0.5 MI
 KX0134'NORTHWESTERLY ALONG AN ABANDONED RAILROAD TRACK SET IN TOP OF THE
 KX0134'NORTHEAST END OF
 KX0134'THE SOUTHWEST ABUTMENT OF A BRIDGE SPANNING MOSHANNON CREEK.
 KX0134'THE STATION IS A CGS BENCH MARK DISK LOCATED 6.0 FT NORTHEAST OF THE
 KX0134'NORTHEAST RAIL,
 KX0134'AND 3.0 FT BELOW THE LEVEL OF THE RAILS.  OWNERSHIP--PENNSYLVANIA
 KX0134'RAILROAD.
 KX0134' 
 KX0134' 
 KX0134'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0574 ***********************************************************************
 MA0574  DESIGNATION -  K 220
 MA0574  PID         -  MA0574
 MA0574  STATE/COUNTY-  PA/JEFFERSON
 MA0574  USGS QUAD   -  HAZEN (1994)
 MA0574
 MA0574                         *CURRENT SURVEY CONTROL
 MA0574  ___________________________________________________________________
 MA0574* NAD 83(1986)-  41 07 45.     (N)    078 56 46.     (W)     SCALED    
 MA0574* NAVD 88     -       505.702  (meters)    1659.12   (feet)  ADJUSTED  
 MA0574  ___________________________________________________________________
 MA0574  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 MA0574  DYNAMIC HT  -         505.454 (meters)    1658.31  (feet)  COMP
 MA0574  MODELED GRAV-     980,118.5   (mgal)                       NAVD 88
 MA0574
 MA0574  VERT ORDER  -  SECOND    CLASS 0
 MA0574
 MA0574.The horizontal coordinates were scaled from a topographic map and have
 MA0574.an estimated accuracy of +/- 6 seconds.
 MA0574
 MA0574.The orthometric height was determined by differential leveling
 MA0574.and adjusted by the National Geodetic Survey in June 1991..
 MA0574
 MA0574.The geoid height was determined by GEOID03.
 MA0574
 MA0574.The dynamic height is computed by dividing the NAVD 88
 MA0574.geopotential number by the normal gravity value computed on the
 MA0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0574.degrees latitude (g = 980.6199 gals.).
 MA0574
 MA0574.The modeled gravity was interpolated from observed gravity values.
 MA0574
 MA0574;                    North         East    Units  Estimated Accuracy
 MA0574;SPC PA N     -   107,580.      499,570.      MT  (+/- 180 meters Scaled)
 MA0574
 MA0574                          SUPERSEDED SURVEY CONTROL
 MA0574
 MA0574  NGVD 29 (??/??/92)  505.839  (m)         1659.57   (f) ADJ UNCH    2 0
 MA0574
 MA0574.Superseded values are not recommended for survey control.
 MA0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0574.See file dsdata.txt to determine how the superseded data were derived.
 MA0574
 MA0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF724551(NAD 83)
 MA0574_MARKER: DB = BENCH MARK DISK
 MA0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0574_STAMPING: K 220 1958
 MA0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0574+STABILITY: SURFACE MOTION
 MA0574
 MA0574  HISTORY     - Date     Condition        Report By
 MA0574  HISTORY     - 1958     MONUMENTED       CGS
 MA0574
 MA0574                          STATION DESCRIPTION
 MA0574
 MA0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA0574'2.4 MI E FROM EMERICKVILLE.
 MA0574'ABOUT 1.8 MILES EAST ALONG U.S. HIGHWAY 322 FROM EMERICKVILLE,
 MA0574'THENCE NORTH ON A GRAVELED ROAD FOR 0.55 MILE.  IT IS 2.0 FEET
 MA0574'SOUTH OF A WITNESS POST, 4.0 FEET NORTH OF A GAS LINE METER
 MA0574'AND 20.0 FEET WEST OF CENTER LINE OF THE ROAD.  A DISK IN THE TOP
 MA0574'OF A 12-INCH CONCRETE POT PROJECTING 2-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1091 ***********************************************************************
 MA1091  DESIGNATION -  K 221
 MA1091  PID         -  MA1091
 MA1091  STATE/COUNTY-  PA/CLARION
 MA1091  USGS QUAD   -  CLARION (1981)
 MA1091
 MA1091                         *CURRENT SURVEY CONTROL
 MA1091  ___________________________________________________________________
 MA1091* NAD 83(1986)-  41 12 30.     (N)    079 28 34.     (W)     SCALED    
 MA1091* NAVD 88     -       394.695  (meters)    1294.93   (feet)  ADJUSTED  
 MA1091  ___________________________________________________________________
 MA1091  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 MA1091  DYNAMIC HT  -         394.509 (meters)    1294.32  (feet)  COMP
 MA1091  MODELED GRAV-     980,140.2   (mgal)                       NAVD 88
 MA1091
 MA1091  VERT ORDER  -  SECOND    CLASS 0
 MA1091
 MA1091.The horizontal coordinates were scaled from a topographic map and have
 MA1091.an estimated accuracy of +/- 6 seconds.
 MA1091
 MA1091.The orthometric height was determined by differential leveling
 MA1091.and adjusted by the National Geodetic Survey in June 1991..
 MA1091
 MA1091.The geoid height was determined by GEOID03.
 MA1091
 MA1091.The dynamic height is computed by dividing the NAVD 88
 MA1091.geopotential number by the normal gravity value computed on the
 MA1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1091.degrees latitude (g = 980.6199 gals.).
 MA1091
 MA1091.The modeled gravity was interpolated from observed gravity values.
 MA1091
 MA1091;                    North         East    Units  Estimated Accuracy
 MA1091;SPC PA N     -   117,120.      455,250.      MT  (+/- 180 meters Scaled)
 MA1091
 MA1091                          SUPERSEDED SURVEY CONTROL
 MA1091
 MA1091  NGVD 29 (??/??/92)  394.852  (m)         1295.44   (f) ADJ UNCH    2 0
 MA1091
 MA1091.Superseded values are not recommended for survey control.
 MA1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1091.See file dsdata.txt to determine how the superseded data were derived.
 MA1091
 MA1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF277630(NAD 83)
 MA1091_MARKER: DB = BENCH MARK DISK
 MA1091_SETTING: 66 = SET IN ROCK OUTCROP
 MA1091_SP_SET: ROCK OUTCROP
 MA1091_STAMPING: K 221 1958
 MA1091_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA1091+STABILITY: POSITION/ELEVATION WELL
 MA1091
 MA1091  HISTORY     - Date     Condition        Report By
 MA1091  HISTORY     - 1958     MONUMENTED       CGS
 MA1091
 MA1091                          STATION DESCRIPTION
 MA1091
 MA1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA1091'7.6 MI S FROM SHIPPENVILLE.
 MA1091'ABOUT 2.0 MILES EAST ALONG U.S. HIGHWAY 322 FROM SHIPPENVILLE,
 MA1091'THENCE SOUTH ON A PAVED ROAD 3.55 MILES, THENCE WEST ON A TRACK
 MA1091'ROAD 0.45 MILE, THENCE NORTHWEST ON ROAD FOR 1.6 MILES.  IN A
 MA1091'LARGE OUTCROP OF ROCK ABOUT FLUSH WITH THE GROUND, 21.0 FEET
 MA1091'NORTHEAST OF CENTER OF THE ROAD, 25.0 FEET WEST OF A FIELD ROAD,
 MA1091'155.0 FEET EAST OF BRIDGE OVER BOYD RUN AND IN DENSE WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1352 ***********************************************************************
 MA1352  DESIGNATION -  K 222
 MA1352  PID         -  MA1352
 MA1352  STATE/COUNTY-  PA/VENANGO
 MA1352  USGS QUAD   -  BARKEYVILLE (1980)
 MA1352
 MA1352                         *CURRENT SURVEY CONTROL
 MA1352  ___________________________________________________________________
 MA1352* NAD 83(1986)-  41 11 51.     (N)    079 55 16.     (W)     SCALED    
 MA1352* NAVD 88     -       431.300  (meters)    1415.02   (feet)  ADJUSTED  
 MA1352  ___________________________________________________________________
 MA1352  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 MA1352  DYNAMIC HT  -         431.098 (meters)    1414.36  (feet)  COMP
 MA1352  MODELED GRAV-     980,142.0   (mgal)                       NAVD 88
 MA1352
 MA1352  VERT ORDER  -  SECOND    CLASS 0
 MA1352
 MA1352.The horizontal coordinates were scaled from a topographic map and have
 MA1352.an estimated accuracy of +/- 6 seconds.
 MA1352
 MA1352.The orthometric height was determined by differential leveling
 MA1352.and adjusted by the National Geodetic Survey in June 1991..
 MA1352
 MA1352.The geoid height was determined by GEOID03.
 MA1352
 MA1352.The dynamic height is computed by dividing the NAVD 88
 MA1352.geopotential number by the normal gravity value computed on the
 MA1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1352.degrees latitude (g = 980.6199 gals.).
 MA1352
 MA1352.The modeled gravity was interpolated from observed gravity values.
 MA1352
 MA1352;                    North         East    Units  Estimated Accuracy
 MA1352;SPC PA N     -   116,760.      417,910.      MT  (+/- 180 meters Scaled)
 MA1352
 MA1352                          SUPERSEDED SURVEY CONTROL
 MA1352
 MA1352  NGVD 29 (??/??/92)  431.448  (m)         1415.51   (f) ADJ UNCH    2 0
 MA1352
 MA1352.Superseded values are not recommended for survey control.
 MA1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1352.See file dsdata.txt to determine how the superseded data were derived.
 MA1352
 MA1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF904612(NAD 83)
 MA1352_MARKER: DB = BENCH MARK DISK
 MA1352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1352_SP_SET: CULVERT
 MA1352_STAMPING: K 222 1958
 MA1352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1352
 MA1352  HISTORY     - Date     Condition        Report By
 MA1352  HISTORY     - 1958     MONUMENTED       CGS
 MA1352
 MA1352                          STATION DESCRIPTION
 MA1352
 MA1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA1352'2.6 MI W FROM CLINTONVILLE.
 MA1352'ABOUT 2.6 MILES WEST ALONG STATE HIGHWAY 208 FROM THE CROSSROAD
 MA1352'IN CLINTONVILLE.  IN THE CENTER OF THE CONCRETE HEADWALL OF A
 MA1352'CULVERT, 16.5 FEET NORTH OF CENTER LINE OF THE HIGHWAY, 123.0
 MA1352'FEET WEST OF A T-ROAD NORTH AND ON WEST SLOPE OF A LONG GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0387 ***********************************************************************
 MB0387  DESIGNATION -  K 223
 MB0387  PID         -  MB0387
 MB0387  STATE/COUNTY-  PA/MERCER
 MB0387  USGS QUAD   -  GREENFIELD (1970)
 MB0387
 MB0387                         *CURRENT SURVEY CONTROL
 MB0387  ___________________________________________________________________
 MB0387* NAD 83(1986)-  41 10 59.     (N)    080 18 24.     (W)     SCALED    
 MB0387* NAVD 88     -       318.394  (meters)    1044.60   (feet)  ADJUSTED  
 MB0387  ___________________________________________________________________
 MB0387  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 MB0387  DYNAMIC HT  -         318.250 (meters)    1044.13  (feet)  COMP
 MB0387  MODELED GRAV-     980,163.0   (mgal)                       NAVD 88
 MB0387
 MB0387  VERT ORDER  -  SECOND    CLASS 0
 MB0387
 MB0387.The horizontal coordinates were scaled from a topographic map and have
 MB0387.an estimated accuracy of +/- 6 seconds.
 MB0387
 MB0387.The orthometric height was determined by differential leveling
 MB0387.and adjusted by the National Geodetic Survey in June 1991..
 MB0387
 MB0387.The geoid height was determined by GEOID03.
 MB0387
 MB0387.The dynamic height is computed by dividing the NAVD 88
 MB0387.geopotential number by the normal gravity value computed on the
 MB0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0387.degrees latitude (g = 980.6199 gals.).
 MB0387
 MB0387.The modeled gravity was interpolated from observed gravity values.
 MB0387
 MB0387;                    North         East    Units  Estimated Accuracy
 MB0387;SPC PA N     -   116,040.      385,530.      MT  (+/- 180 meters Scaled)
 MB0387
 MB0387                          SUPERSEDED SURVEY CONTROL
 MB0387
 MB0387  NGVD 29 (??/??/92)  318.549  (m)         1045.11   (f) ADJ UNCH    2 0
 MB0387
 MB0387.Superseded values are not recommended for survey control.
 MB0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0387.See file dsdata.txt to determine how the superseded data were derived.
 MB0387
 MB0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF581593(NAD 83)
 MB0387_MARKER: DB = BENCH MARK DISK
 MB0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0387_STAMPING: K 223 1958
 MB0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0387+STABILITY: SURFACE MOTION
 MB0387
 MB0387  HISTORY     - Date     Condition        Report By
 MB0387  HISTORY     - 1958     MONUMENTED       CGS
 MB0387
 MB0387                          STATION DESCRIPTION
 MB0387
 MB0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MB0387'4.1 MI SE FROM GREENFIELD.
 MB0387'ABOUT 0.55 MILE SOUTH FROM THE CROSSROAD IN GREENFIELD, THENCE
 MB0387'EAST ON A GRAVELED ROAD 1.2 MILES, THENCE SOUTHEAST ON A GRAVELED
 MB0387'ROAD 2.0 MILES, THENCE NORTHEAST ON STATE HIGHWAY 468 FOR 0.35
 MB0387'MILE.  IT IS 4.0 FEET NORTH OF WITNESS SIGN ON TREE, 20.0 FEET
 MB0387'SOUTH OF CENTER LINE OF ROAD, 303 FEET WEST-SOUTHWEST OF CENTER
 MB0387'OF BRIDGE OVER NESHANNOCK CREEK AND NEAR A FENCE CORNER.  A
 MB0387'DISK IN TOP OF A 12-INCH CONCRETE POST PROJECTING 5-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1285 ***********************************************************************
 LY1285  DESIGNATION -  K 224
 LY1285  PID         -  LY1285
 LY1285  STATE/COUNTY-  PA/MONROE
 LY1285  USGS QUAD   -  MOUNT POCONO (1992)
 LY1285
 LY1285                         *CURRENT SURVEY CONTROL
 LY1285  ___________________________________________________________________
 LY1285* NAD 83(1986)-  41 02 23.     (N)    075 18 21.     (W)     SCALED    
 LY1285* NAVD 88     -       271.210  (meters)     889.79   (feet)  ADJUSTED  
 LY1285  ___________________________________________________________________
 LY1285  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 LY1285  DYNAMIC HT  -         271.081 (meters)     889.37  (feet)  COMP
 LY1285  MODELED GRAV-     980,142.7   (mgal)                       NAVD 88
 LY1285
 LY1285  VERT ORDER  -  SECOND    CLASS 0
 LY1285
 LY1285.The horizontal coordinates were scaled from a topographic map and have
 LY1285.an estimated accuracy of +/- 6 seconds.
 LY1285
 LY1285.The orthometric height was determined by differential leveling
 LY1285.and adjusted by the National Geodetic Survey in June 1991..
 LY1285
 LY1285.The geoid height was determined by GEOID03.
 LY1285
 LY1285.The dynamic height is computed by dividing the NAVD 88
 LY1285.geopotential number by the normal gravity value computed on the
 LY1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1285.degrees latitude (g = 980.6199 gals.).
 LY1285
 LY1285.The modeled gravity was interpolated from observed gravity values.
 LY1285
 LY1285;                    North         East    Units  Estimated Accuracy
 LY1285;SPC PA N     -    99,860.      805,490.      MT  (+/- 180 meters Scaled)
 LY1285
 LY1285                          SUPERSEDED SURVEY CONTROL
 LY1285
 LY1285  NGVD 29 (??/??/92)  271.389  (m)          890.38   (f) ADJ UNCH    2 0
 LY1285
 LY1285.Superseded values are not recommended for survey control.
 LY1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1285.See file dsdata.txt to determine how the superseded data were derived.
 LY1285
 LY1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL742432(NAD 83)
 LY1285_MARKER: DD = SURVEY DISK
 LY1285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1285_SP_SET: ABUTMENT
 LY1285_STAMPING: K 224 1958
 LY1285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1285
 LY1285  HISTORY     - Date     Condition        Report By
 LY1285  HISTORY     - 1958     MONUMENTED       PADH
 LY1285  HISTORY     - 1958     GOOD             NGS
 LY1285  HISTORY     - 20030507 GOOD             PADT
 LY1285
 LY1285                          STATION DESCRIPTION
 LY1285
 LY1285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LY1285'0.4 MI SE FROM TANNERSVILLE.
 LY1285'0.35 MILE SOUTH EAST ALONG U.S. HY 611 FROM THE SCHOOL HOUSE AT
 LY1285'TANNERSVILLE, SET IN TOP THE SOUTH EAST WINGWALL OF THE EAST
 LY1285'ABUTMENT OF A 20 FOOT BRIDGE UNDER BOTH U.S. 611 AND A COUNTY RD
 LY1285'SOUTH EAST, 65 FOOT EAST OF THE CENTERLINE OF U.S. HY 611, 22
 LY1285'FEET EAST OF THE CENTERLINE OF THE COUNTY ROAD AND 1 FOOT BELOW
 LY1285'THE LEVEL OF THE ROADS.
 LY1285
 LY1285                          STATION RECOVERY (2003)
 LY1285
 LY1285'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 LY1285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1300 ***********************************************************************
 LY1300  DESIGNATION -  K 225
 LY1300  PID         -  LY1300
 LY1300  STATE/COUNTY-  PA/MONROE
 LY1300  USGS QUAD   -  POCONO PINES (1997)
 LY1300
 LY1300                         *CURRENT SURVEY CONTROL
 LY1300  ___________________________________________________________________
 LY1300* NAD 83(1986)-  41 05 23.     (N)    075 23 44.     (W)     SCALED    
 LY1300* NAVD 88     -       549.771  (meters)    1803.71   (feet)  ADJUSTED  
 LY1300  ___________________________________________________________________
 LY1300  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 LY1300  DYNAMIC HT  -         549.494 (meters)    1802.80  (feet)  COMP
 LY1300  MODELED GRAV-     980,100.8   (mgal)                       NAVD 88
 LY1300
 LY1300  VERT ORDER  -  SECOND    CLASS 0
 LY1300
 LY1300.The horizontal coordinates were scaled from a topographic map and have
 LY1300.an estimated accuracy of +/- 6 seconds.
 LY1300
 LY1300.The orthometric height was determined by differential leveling
 LY1300.and adjusted by the National Geodetic Survey in June 1991..
 LY1300
 LY1300.The geoid height was determined by GEOID03.
 LY1300
 LY1300.The dynamic height is computed by dividing the NAVD 88
 LY1300.geopotential number by the normal gravity value computed on the
 LY1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1300.degrees latitude (g = 980.6199 gals.).
 LY1300
 LY1300.The modeled gravity was interpolated from observed gravity values.
 LY1300
 LY1300;                    North         East    Units  Estimated Accuracy
 LY1300;SPC PA N     -   105,200.      797,790.      MT  (+/- 180 meters Scaled)
 LY1300
 LY1300                          SUPERSEDED SURVEY CONTROL
 LY1300
 LY1300  NGVD 29 (??/??/92)  549.947  (m)         1804.28   (f) ADJ UNCH    2 0
 LY1300
 LY1300.Superseded values are not recommended for survey control.
 LY1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1300.See file dsdata.txt to determine how the superseded data were derived.
 LY1300
 LY1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL667487(NAD 83)
 LY1300_MARKER: DB = BENCH MARK DISK
 LY1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1300_STAMPING: K 225 1958
 LY1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1300+STABILITY: SURFACE MOTION
 LY1300
 LY1300  HISTORY     - Date     Condition        Report By
 LY1300  HISTORY     - 1958     MONUMENTED       CGS
 LY1300  HISTORY     - 20020710 MARK NOT FOUND   PADT
 LY1300
 LY1300                          STATION DESCRIPTION
 LY1300
 LY1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LY1300'6 MI NW FROM TANNERSVILLE.
 LY1300'6.05 MILE NORTH WEST ALONG COUNTY ROAD 45024 FROM THE SCHOOL
 LY1300'HOUSE AT TANNERSVILLE, 59 FEET NORTH OF THE CENTERLINE OF THE
 LY1300'ROAD JUNCTION, 11 FEET NORTH OF TELEPHONE POLE NO. B 45917, AND
 LY1300'26 FEET EAST OF THE CENTERLINE OF THE SIDE ROAD, 51 FEET NORTH
 LY1300'EAST OF THE CENTERLINE OF THE COUNTY ROAD AND TWO FEET ABOVE THE
 LY1300'COUNTY ROAD.
 LY1300
 LY1300                          STATION RECOVERY (2002)
 LY1300
 LY1300'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (SQ)
 LY1300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1578 ***********************************************************************
 KW1578  DESIGNATION -  K 226
 KW1578  PID         -  KW1578
 KW1578  STATE/COUNTY-  PA/MONTOUR
 KW1578  USGS QUAD   -  RIVERSIDE (1984)
 KW1578
 KW1578                         *CURRENT SURVEY CONTROL
 KW1578  ___________________________________________________________________
 KW1578* NAD 83(1986)-  40 59 03.     (N)    076 43 23.     (W)     SCALED    
 KW1578* NAVD 88     -       172.280  (meters)     565.22   (feet)  ADJUSTED  
 KW1578  ___________________________________________________________________
 KW1578  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 KW1578  DYNAMIC HT  -         172.205 (meters)     564.98  (feet)  COMP
 KW1578  MODELED GRAV-     980,184.4   (mgal)                       NAVD 88
 KW1578
 KW1578  VERT ORDER  -  SECOND    CLASS 0
 KW1578
 KW1578.The horizontal coordinates were scaled from a topographic map and have
 KW1578.an estimated accuracy of +/- 6 seconds.
 KW1578
 KW1578.The orthometric height was determined by differential leveling
 KW1578.and adjusted by the National Geodetic Survey in June 1991..
 KW1578
 KW1578.The geoid height was determined by GEOID03.
 KW1578
 KW1578.The dynamic height is computed by dividing the NAVD 88
 KW1578.geopotential number by the normal gravity value computed on the
 KW1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1578.degrees latitude (g = 980.6199 gals.).
 KW1578
 KW1578.The modeled gravity was interpolated from observed gravity values.
 KW1578
 KW1578;                    North         East    Units  Estimated Accuracy
 KW1578;SPC PA N     -    91,300.      686,420.      MT  (+/- 180 meters Scaled)
 KW1578
 KW1578                          SUPERSEDED SURVEY CONTROL
 KW1578
 KW1578  NGVD 29 (??/??/??)  172.505  (m)          565.96   (f) ADJUSTED    2 0
 KW1578
 KW1578.Superseded values are not recommended for survey control.
 KW1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1578.See file dsdata.txt to determine how the superseded data were derived.
 KW1578
 KW1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL550384(NAD 83)
 KW1578_MARKER: DB = BENCH MARK DISK
 KW1578_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1578_SP_SET: UNDERPASS ABUTMENT
 KW1578_STAMPING: K 266 1959
 KW1578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1578
 KW1578  HISTORY     - Date     Condition        Report By
 KW1578  HISTORY     - 1959     MONUMENTED       CGS
 KW1578  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW1578
 KW1578                          STATION DESCRIPTION
 KW1578
 KW1578'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW1578'5.8 MI NW FROM DANVILLE.
 KW1578'1.6 MILE NORTHEAST ALONG STATE HIGHWAY NO 54 FROM THE 1ST
 KW1578'NATIONAL BANK OF DANVILLE THENCE 4.25 MILE WEST ALONG STATE
 KW1578'HIGHWAY NO 45, SET IN TOP AND 2 FEET SOUTHEAST OF THE NORTHWEST
 KW1578'END OF THE SOUTHWEST RETAINING WALL FOR THE ABUTMENT OF THE
 KW1578'HIGHWAY UNDERPASS UNDER A RAILROAD AND ABOUT 3 FEET ABOVE THE
 KW1578'LEVEL OF THE ROAD.
 KW1578
 KW1578                          STATION RECOVERY (1989)
 KW1578
 KW1578'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0193 ***********************************************************************
 LZ0193  DESIGNATION -  K 227
 LZ0193  PID         -  LZ0193
 LZ0193  STATE/COUNTY-  PA/COLUMBIA
 LZ0193  USGS QUAD   -  BLOOMSBURG (1983)
 LZ0193
 LZ0193                         *CURRENT SURVEY CONTROL
 LZ0193  ___________________________________________________________________
 LZ0193* NAD 83(1986)-  41 01 55.     (N)    076 25 39.     (W)     SCALED    
 LZ0193* NAVD 88     -       215.635  (meters)     707.46   (feet)  ADJUSTED  
 LZ0193  ___________________________________________________________________
 LZ0193  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 LZ0193  DYNAMIC HT  -         215.547 (meters)     707.17  (feet)  COMP
 LZ0193  MODELED GRAV-     980,208.4   (mgal)                       NAVD 88
 LZ0193
 LZ0193  VERT ORDER  -  SECOND    CLASS 0
 LZ0193
 LZ0193.The horizontal coordinates were scaled from a topographic map and have
 LZ0193.an estimated accuracy of +/- 6 seconds.
 LZ0193
 LZ0193.The orthometric height was determined by differential leveling
 LZ0193.and adjusted by the National Geodetic Survey in June 1991..
 LZ0193
 LZ0193.The geoid height was determined by GEOID03.
 LZ0193
 LZ0193.The dynamic height is computed by dividing the NAVD 88
 LZ0193.geopotential number by the normal gravity value computed on the
 LZ0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0193.degrees latitude (g = 980.6199 gals.).
 LZ0193
 LZ0193.The modeled gravity was interpolated from observed gravity values.
 LZ0193
 LZ0193;                    North         East    Units  Estimated Accuracy
 LZ0193;SPC PA N     -    96,940.      711,210.      MT  (+/- 180 meters Scaled)
 LZ0193
 LZ0193                          SUPERSEDED SURVEY CONTROL
 LZ0193
 LZ0193  NGVD 29 (??/??/92)  215.85   (m)          708.2    (f) COMPUTED    2 0
 LZ0193
 LZ0193.Superseded values are not recommended for survey control.
 LZ0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0193.See file dsdata.txt to determine how the superseded data were derived.
 LZ0193
 LZ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL800432(NAD 83)
 LZ0193_MARKER: DB = BENCH MARK DISK
 LZ0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0193_STAMPING: K 227 1959
 LZ0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0193+STABILITY: SURFACE MOTION
 LZ0193
 LZ0193  HISTORY     - Date     Condition        Report By
 LZ0193  HISTORY     - 1959     MONUMENTED       CGS
 LZ0193
 LZ0193                          STATION DESCRIPTION
 LZ0193
 LZ0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LZ0193'0.8 MI SE FROM BLOOMSBURG.
 LZ0193'ABOUT 0.75 MILE SOUTH EAST ALONG BLACK TOP ROAD FROM BLOOMSBURG
 LZ0193'SAND AND GRAVEL CO. IN NORTH EAST BLOOMSBURG, WHERE THE BLACK TOP
 LZ0193'ROAD CROSSES WITH STATE HY. 339, 22 FEET NORTH WEST OF THE
 LZ0193'CENTERLINE OF STATE HY. 339, 19 FEET NORTH EAST OF THE CENTERLINE
 LZ0193'OF THE BLACK TOP ROAD NORTH WEST, 25 FEET NORTH OF THE CENTERLINE
 LZ0193'OF THE CROSSING ROADS, 4 FEET WEST OF A POWER POLE, 3 FEET SOUTH
 LZ0193'WEST OF A HISTORICAL MARKER, 0.50 MILE NORTH WEST OF A RADIO
 LZ0193'TOWER, ABOUT 3 FEET ABOVE THE LEVEL OF HY. 339, PROJECTING ABOUT
 LZ0193'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0194 ***********************************************************************
 LZ0194  DESIGNATION -  K 227 RESET 1965
 LZ0194  PID         -  LZ0194
 LZ0194  STATE/COUNTY-  PA/COLUMBIA
 LZ0194  USGS QUAD   -  BLOOMSBURG (1983)
 LZ0194
 LZ0194                         *CURRENT SURVEY CONTROL
 LZ0194  ___________________________________________________________________
 LZ0194* NAD 83(1986)-  41 01 55.     (N)    076 25 39.     (W)     SCALED    
 LZ0194* NAVD 88     -       215.22   (+/-2cm)     706.1    (feet)  VERTCON   
 LZ0194  ___________________________________________________________________
 LZ0194  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 LZ0194
 LZ0194  VERT ORDER  -  THIRD (See Below)
 LZ0194
 LZ0194.The horizontal coordinates were scaled from a topographic map and have
 LZ0194.an estimated accuracy of +/- 6 seconds.
 LZ0194
 LZ0194.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ0194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ0194.The vertical order pertains to the NGVD 29 superseded value.
 LZ0194
 LZ0194.The geoid height was determined by GEOID03.
 LZ0194
 LZ0194;                    North         East    Units  Estimated Accuracy
 LZ0194;SPC PA N     -    96,940.      711,210.      MT  (+/- 180 meters Scaled)
 LZ0194
 LZ0194                          SUPERSEDED SURVEY CONTROL
 LZ0194
 LZ0194  NGVD 29 (??/??/??)  215.44   (m)          706.8    (f) RESET       3  
 LZ0194
 LZ0194.Superseded values are not recommended for survey control.
 LZ0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0194.See file dsdata.txt to determine how the superseded data were derived.
 LZ0194
 LZ0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL800432(NAD 83)
 LZ0194_MARKER: DB = BENCH MARK DISK
 LZ0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0194_STAMPING: K 227 RESET 1965
 LZ0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0194+STABILITY: SURFACE MOTION
 LZ0194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LZ0194+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2005
 LZ0194
 LZ0194  HISTORY     - Date     Condition        Report By
 LZ0194  HISTORY     - 1965     MONUMENTED       PADH
 LZ0194  HISTORY     - 20050421 GOOD             PADT
 LZ0194
 LZ0194                          STATION DESCRIPTION
 LZ0194
 LZ0194'DESCRIBED BY PA DEPT OF HIGHWAYS 1965
 LZ0194'1.2 MI NE FROM BLOOMSBURG.
 LZ0194'ABOUT 1.2 MILES NORTHEAST OF THE TOWN LINE OF BLOOMSBURG ON STATE
 LZ0194'HIGHWAY 339, 0.6 MILES NORTH EAST OF RADIO TOWER WCNR, 53.0 FEET
 LZ0194'NORTH EAST OF INTERSECTION OF STATE HIGHWAY 339 AND LEG. RTE.
 LZ0194'19091, 630.0 SOUTH WEST ALONG CONCRETE HIGHWAY 339 FROM END OF
 LZ0194'NORTH PARAPET WALL OF BRIDGE OVER INTERSTATE RTE. 80.  15.0 FEET
 LZ0194'NORTH OF END OF CONCRETE PAVEMENT, 22.5 FEET SOUTH EAST OF END
 LZ0194'OF RIGHT-OF-WAY FENCE 36.0 FEET SOUTH EAST OF PENNA. POWER AND
 LZ0194'LIGHT CO. POLE 26482, 120.0 FEET NORTH OF PP AND L CO. POLE 6650,
 LZ0194'127.5 FEET NORTH OF CORNER OF BRICK WALL, SET IN A CONCRETE POST
 LZ0194'LEVEL WITH THE GROUND, 0.4 FEET HIGHER THAN THE NORTH EDGE OF
 LZ0194'CONCRETE PAVEMENT.
 LZ0194
 LZ0194                          STATION RECOVERY (2005)
 LZ0194
 LZ0194'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (JAG)
 LZ0194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1539 ***********************************************************************
 LY1539  DESIGNATION -  K 228
 LY1539  PID         -  LY1539
 LY1539  STATE/COUNTY-  PA/LUZERNE
 LY1539  USGS QUAD   -  FREELAND (1984)
 LY1539
 LY1539                         *CURRENT SURVEY CONTROL
 LY1539  ___________________________________________________________________
 LY1539* NAD 83(1986)-  41 04 30.     (N)    075 54 48.     (W)     SCALED    
 LY1539* NAVD 88     -       319.291  (meters)    1047.54   (feet)  ADJUSTED  
 LY1539  ___________________________________________________________________
 LY1539  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 LY1539  DYNAMIC HT  -         319.145 (meters)    1047.06  (feet)  COMP
 LY1539  MODELED GRAV-     980,158.4   (mgal)                       NAVD 88
 LY1539
 LY1539  VERT ORDER  -  SECOND    CLASS 0
 LY1539
 LY1539.The horizontal coordinates were scaled from a topographic map and have
 LY1539.an estimated accuracy of +/- 6 seconds.
 LY1539
 LY1539.The orthometric height was determined by differential leveling
 LY1539.and adjusted by the National Geodetic Survey in June 1991..
 LY1539
 LY1539.The geoid height was determined by GEOID03.
 LY1539
 LY1539.The dynamic height is computed by dividing the NAVD 88
 LY1539.geopotential number by the normal gravity value computed on the
 LY1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1539.degrees latitude (g = 980.6199 gals.).
 LY1539
 LY1539.The modeled gravity was interpolated from observed gravity values.
 LY1539
 LY1539;                    North         East    Units  Estimated Accuracy
 LY1539;SPC PA N     -   102,510.      754,340.      MT  (+/- 180 meters Scaled)
 LY1539
 LY1539                          SUPERSEDED SURVEY CONTROL
 LY1539
 LY1539  NGVD 29 (??/??/92)  319.487  (m)         1048.18   (f) ADJ UNCH    2 0
 LY1539
 LY1539.Superseded values are not recommended for survey control.
 LY1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1539.See file dsdata.txt to determine how the superseded data were derived.
 LY1539
 LY1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL232474(NAD 83)
 LY1539_MARKER: DB = BENCH MARK DISK
 LY1539_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1539_SP_SET: BRIDGE
 LY1539_STAMPING: K 228 1959
 LY1539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1539
 LY1539  HISTORY     - Date     Condition        Report By
 LY1539  HISTORY     - 1959     MONUMENTED       CGS
 LY1539
 LY1539                          STATION DESCRIPTION
 LY1539
 LY1539'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1539'9.6 MI W FROM WHITE HAVEN.
 LY1539'4.75 MILE NORTH ALONG A BLACKTOP ROAD NO 40040 FROM THE SCHOOL
 LY1539'HOUSE AT WHITE HAVEN, THENCE 4.8 MILE WEST ALONG A BLACKTOP
 LY1539'ROAD, SET IN TOP AND 3 FEET EAST OF THE WEST END OF THE SOUTH
 LY1539'BANNISTER OF A 6 FOOT BRIDGE OVER A CREEK, 12 FEET SOUTH OF THE
 LY1539'CENTERLINE OF THE ROAD AND 3 FEET ABOVE THE ROAD.  AT THE
 LY1539'MT YEAGER NURSING HOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1403 ***********************************************************************
 LY1403  DESIGNATION -  K 229
 LY1403  PID         -  LY1403
 LY1403  STATE/COUNTY-  PA/LUZERNE
 LY1403  USGS QUAD   -  PITTSTON (1994)
 LY1403
 LY1403                         *CURRENT SURVEY CONTROL
 LY1403  ___________________________________________________________________
 LY1403* NAD 83(1986)-  41 18 03.     (N)    075 46 17.     (W)     SCALED    
 LY1403* NAVD 88     -       275.964  (meters)     905.39   (feet)  ADJUSTED  
 LY1403  ___________________________________________________________________
 LY1403  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 LY1403  DYNAMIC HT  -         275.853 (meters)     905.03  (feet)  COMP
 LY1403  MODELED GRAV-     980,213.7   (mgal)                       NAVD 88
 LY1403
 LY1403  VERT ORDER  -  SECOND    CLASS 0
 LY1403
 LY1403.The horizontal coordinates were scaled from a topographic map and have
 LY1403.an estimated accuracy of +/- 6 seconds.
 LY1403
 LY1403.The orthometric height was determined by differential leveling
 LY1403.and adjusted by the National Geodetic Survey in June 1991..
 LY1403
 LY1403.The geoid height was determined by GEOID03.
 LY1403
 LY1403.The dynamic height is computed by dividing the NAVD 88
 LY1403.geopotential number by the normal gravity value computed on the
 LY1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1403.degrees latitude (g = 980.6199 gals.).
 LY1403
 LY1403.The modeled gravity was interpolated from observed gravity values.
 LY1403
 LY1403;                    North         East    Units  Estimated Accuracy
 LY1403;SPC PA N     -   127,850.      765,690.      MT  (+/- 180 meters Scaled)
 LY1403
 LY1403                          SUPERSEDED SURVEY CONTROL
 LY1403
 LY1403  NGVD 29 (??/??/92)  276.147  (m)          905.99   (f) ADJ UNCH    2 0
 LY1403
 LY1403.Superseded values are not recommended for survey control.
 LY1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1403.See file dsdata.txt to determine how the superseded data were derived.
 LY1403
 LY1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL354724(NAD 83)
 LY1403_MARKER: DB = BENCH MARK DISK
 LY1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1403_STAMPING: K 229 1959
 LY1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1403+STABILITY: SURFACE MOTION
 LY1403
 LY1403  HISTORY     - Date     Condition        Report By
 LY1403  HISTORY     - 1959     MONUMENTED       CGS
 LY1403  HISTORY     - 19940330 MARK NOT FOUND   LOCENG
 LY1403
 LY1403                          STATION DESCRIPTION
 LY1403
 LY1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1403'4.8 MI NE FROM WILKES BARRE.
 LY1403'4.80 MILES NORTH EAST ALONG STATE HY. 315 FROM THE JUNCTION
 LY1403'OF STATE HYS 315 AND 115 AT THE VETERANS HOSPITAL IN WILKES
 LY1403'BARRE, SET IN THE TOP 6 1/2 FEET SOUTH WEST OF NORTH EAST END
 LY1403'OF CURB FOR A ROAD DRAIN, 3 1/2 FEET NORTH EAST OF DRAIN, 35 FEET
 LY1403'NORTH EAST OF THE NORTH EAST END OF NORTH WEST ABUTMENT OF THE
 LY1403'ERIE RAILROAD OVERPASS OVER HIGHWAY 315, 21 FEET NORTH WEST OF
 LY1403'THE CENTERLINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY.
 LY1403
 LY1403                          STATION RECOVERY (1994)
 LY1403
 LY1403'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLM)
 LY1403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1481 ***********************************************************************
 LY1481  DESIGNATION -  K 230
 LY1481  PID         -  LY1481
 LY1481  STATE/COUNTY-  PA/LUZERNE
 LY1481  USGS QUAD   -  FREELAND (1984)
 LY1481
 LY1481                         *CURRENT SURVEY CONTROL
 LY1481  ___________________________________________________________________
 LY1481* NAD 83(1986)-  41 04 24.     (N)    075 59 30.     (W)     SCALED    
 LY1481* NAVD 88     -       360.382  (meters)    1182.35   (feet)  ADJUSTED  
 LY1481  ___________________________________________________________________
 LY1481  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 LY1481  DYNAMIC HT  -         360.223 (meters)    1181.83  (feet)  COMP
 LY1481  MODELED GRAV-     980,172.6   (mgal)                       NAVD 88
 LY1481
 LY1481  VERT ORDER  -  SECOND    CLASS 0
 LY1481
 LY1481.The horizontal coordinates were scaled from a topographic map and have
 LY1481.an estimated accuracy of +/- 6 seconds.
 LY1481
 LY1481.The orthometric height was determined by differential leveling
 LY1481.and adjusted by the National Geodetic Survey in June 1991..
 LY1481
 LY1481.The geoid height was determined by GEOID03.
 LY1481
 LY1481.The dynamic height is computed by dividing the NAVD 88
 LY1481.geopotential number by the normal gravity value computed on the
 LY1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1481.degrees latitude (g = 980.6199 gals.).
 LY1481
 LY1481.The modeled gravity was interpolated from observed gravity values.
 LY1481
 LY1481;                    North         East    Units  Estimated Accuracy
 LY1481;SPC PA N     -   102,190.      747,760.      MT  (+/- 180 meters Scaled)
 LY1481
 LY1481                          SUPERSEDED SURVEY CONTROL
 LY1481
 LY1481  NGVD 29 (??/??/92)  360.580  (m)         1183.00   (f) ADJ UNCH    2 0
 LY1481
 LY1481.Superseded values are not recommended for survey control.
 LY1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1481.See file dsdata.txt to determine how the superseded data were derived.
 LY1481
 LY1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL166473(NAD 83)
 LY1481_MARKER: DB = BENCH MARK DISK
 LY1481_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1481_SP_SET: BRIDGE
 LY1481_STAMPING: K 230 1959
 LY1481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1481
 LY1481  HISTORY     - Date     Condition        Report By
 LY1481  HISTORY     - 1959     MONUMENTED       CGS
 LY1481
 LY1481                          STATION DESCRIPTION
 LY1481
 LY1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1481'5.8 MI NE FROM ST JOHNS.
 LY1481'0.25 MILE EAST ALONG BLACKTOP ROAD FROM THE ST. JOHNS LUTHERAN
 LY1481'CHURCH IN ST. JOHNS THENCE 4.10 MILE NORTH ON BLACKTOP ROAD
 LY1481'TO GRAVEL ROAD JUNCTION THENCE 1.40 MILE EAST ON GRAVEL ROAD,
 LY1481'SET IN TOP AND 2 FEET WEST OF THE EAST END OF NORTH HEADWALL FOR
 LY1481'A 3 FOOT BRIDGE UNDER BLACKTOP ROAD, 9 FEET FROM THE CENTERLINE
 LY1481'OF THE ROAD, 75 YARDS WEST OF Y INTERSECTION OF BLACKTOP ROADS,
 LY1481'ALSO, 0.15 MILE EAST OF THE WEST END OF THE BLACKTOP ROAD,
 LY1481'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0312 ***********************************************************************
 KW0312  DESIGNATION -  K 231
 KW0312  PID         -  KW0312
 KW0312  STATE/COUNTY-  PA/LUZERNE
 KW0312  USGS QUAD   -  CONYNGHAM (1989)
 KW0312
 KW0312                         *CURRENT SURVEY CONTROL
 KW0312  ___________________________________________________________________
 KW0312* NAD 83(1986)-  40 59 22.     (N)    076 02 32.     (W)     SCALED    
 KW0312* NAVD 88     -       305.241  (meters)    1001.44   (feet)  ADJUSTED  
 KW0312  ___________________________________________________________________
 KW0312  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KW0312  DYNAMIC HT  -         305.096 (meters)    1000.97  (feet)  COMP
 KW0312  MODELED GRAV-     980,142.4   (mgal)                       NAVD 88
 KW0312
 KW0312  VERT ORDER  -  SECOND    CLASS 0
 KW0312
 KW0312.The horizontal coordinates were scaled from a topographic map and have
 KW0312.an estimated accuracy of +/- 6 seconds.
 KW0312
 KW0312.The orthometric height was determined by differential leveling
 KW0312.and adjusted by the National Geodetic Survey in June 1991..
 KW0312
 KW0312.The geoid height was determined by GEOID03.
 KW0312
 KW0312.The dynamic height is computed by dividing the NAVD 88
 KW0312.geopotential number by the normal gravity value computed on the
 KW0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0312.degrees latitude (g = 980.6199 gals.).
 KW0312
 KW0312.The modeled gravity was interpolated from observed gravity values.
 KW0312
 KW0312;                    North         East    Units  Estimated Accuracy
 KW0312;SPC PA N     -    92,790.      743,700.      MT  (+/- 180 meters Scaled)
 KW0312
 KW0312                          SUPERSEDED SURVEY CONTROL
 KW0312
 KW0312  NGVD 29 (??/??/??)  305.439  (m)         1002.09   (f) ADJUSTED    2 0
 KW0312
 KW0312.Superseded values are not recommended for survey control.
 KW0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0312.See file dsdata.txt to determine how the superseded data were derived.
 KW0312
 KW0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL123381(NAD 83)
 KW0312_MARKER: DB = BENCH MARK DISK
 KW0312_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0312_SP_SET: BRIDGE
 KW0312_STAMPING: K 231 1959
 KW0312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0312
 KW0312  HISTORY     - Date     Condition        Report By
 KW0312  HISTORY     - 1959     MONUMENTED       CGS
 KW0312
 KW0312                          STATION DESCRIPTION
 KW0312
 KW0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW0312'1.1 MI SE FROM CONYNGHAM.
 KW0312'ABOUT 0.55 MILE SOUTH EAST ALONG MAIN STREET FROM THE CONYNGHAM
 KW0312'NATIONAL BANK IN CONYNGHAM TO THE JUNCTION OF MAIN ST. AND WALNUT
 KW0312'AVE. THENCE 0.55 MILE EAST ALONG WALNUT AVE., SET IN TOP AND 1 1/2
 KW0312'FEET EAST OF THE SOUTH BANISTER OF A 6 FOOT CONCRETE BRIDGE OVER
 KW0312'A STREAM, 12 FEET SOUTH OF THE CENTERLINE OF THE ROAD, ACROSS
 KW0312'THE ROAD FROM THE VALLEY COUNTRY CLUB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2827 ***********************************************************************
 KV2827  DESIGNATION -  K 232
 KV2827  PID         -  KV2827
 KV2827  STATE/COUNTY-  PA/LUZERNE
 KV2827  USGS QUAD   -  HAZLETON (1995)
 KV2827
 KV2827                         *CURRENT SURVEY CONTROL
 KV2827  ___________________________________________________________________
 KV2827* NAD 83(1986)-  40 56 58.     (N)    075 58 47.     (W)     SCALED    
 KV2827* NAVD 88     -       494.412  (meters)    1622.08   (feet)  ADJUSTED  
 KV2827  ___________________________________________________________________
 KV2827  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KV2827  DYNAMIC HT  -         494.164 (meters)    1621.27  (feet)  COMP
 KV2827  MODELED GRAV-     980,108.7   (mgal)                       NAVD 88
 KV2827
 KV2827  VERT ORDER  -  SECOND    CLASS 0
 KV2827
 KV2827.The horizontal coordinates were scaled from a topographic map and have
 KV2827.an estimated accuracy of +/- 6 seconds.
 KV2827
 KV2827.The orthometric height was determined by differential leveling
 KV2827.and adjusted by the National Geodetic Survey in June 1991..
 KV2827
 KV2827.The geoid height was determined by GEOID03.
 KV2827
 KV2827.The dynamic height is computed by dividing the NAVD 88
 KV2827.geopotential number by the normal gravity value computed on the
 KV2827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2827.degrees latitude (g = 980.6199 gals.).
 KV2827
 KV2827.The modeled gravity was interpolated from observed gravity values.
 KV2827
 KV2827;                    North         East    Units  Estimated Accuracy
 KV2827;SPC PA N     -    88,450.      749,050.      MT  (+/- 180 meters Scaled)
 KV2827
 KV2827                          SUPERSEDED SURVEY CONTROL
 KV2827
 KV2827  NGVD 29 (??/??/??)  494.597  (m)         1622.69   (f) ADJUSTED    2 0
 KV2827
 KV2827.Superseded values are not recommended for survey control.
 KV2827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2827.See file dsdata.txt to determine how the superseded data were derived.
 KV2827
 KV2827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL175336(NAD 83)
 KV2827_MARKER: DB = BENCH MARK DISK
 KV2827_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2827_SP_SET: LEDGE
 KV2827_STAMPING: K 232 1959
 KV2827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2827
 KV2827  HISTORY     - Date     Condition        Report By
 KV2827  HISTORY     - 1959     MONUMENTED       CGS
 KV2827
 KV2827                          STATION DESCRIPTION
 KV2827
 KV2827'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KV2827'0.5 MI S FROM HAZLETON.
 KV2827'ABOUT 0.50 MILE SOUTH ALONG U.S. 309 FROM THE WATER WORKS BLDG.
 KV2827'AT HAZLETON, SET IN TOP AND 6 FEET SOUTH WEST OF THE NORTH EAST
 KV2827'END OF A LEDGE ALONG THE NORTH WEST SIDE OF THE HY. AND ON THE
 KV2827'SOUTH EAST SIDE OF THE NORTH WEST ABUTMENT OF A RAILROAD BRIDGE
 KV2827'OVER U.S. 309, 18 FEET NORTH WEST OF THE CENTERLINE OF THE HY, 2
 KV2827'FEET ABOVE THE LEVEL OF THE HY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1618 ***********************************************************************
 LY1618  DESIGNATION -  K 233
 LY1618  PID         -  LY1618
 LY1618  STATE/COUNTY-  PA/LACKAWANNA
 LY1618  USGS QUAD   -  MOSCOW (1976)
 LY1618
 LY1618                         *CURRENT SURVEY CONTROL
 LY1618  ___________________________________________________________________
 LY1618* NAD 83(1986)-  41 20 26.     (N)    075 30 55.     (W)     SCALED    
 LY1618* NAVD 88     -       451.094  (meters)    1479.96   (feet)  ADJUSTED  
 LY1618  ___________________________________________________________________
 LY1618  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 LY1618  DYNAMIC HT  -         450.890 (meters)    1479.29  (feet)  COMP
 LY1618  MODELED GRAV-     980,156.7   (mgal)                       NAVD 88
 LY1618
 LY1618  VERT ORDER  -  SECOND    CLASS 0
 LY1618
 LY1618.The horizontal coordinates were scaled from a topographic map and have
 LY1618.an estimated accuracy of +/- 6 seconds.
 LY1618
 LY1618.The orthometric height was determined by differential leveling
 LY1618.and adjusted by the National Geodetic Survey in June 1991..
 LY1618
 LY1618.The geoid height was determined by GEOID03.
 LY1618
 LY1618.The dynamic height is computed by dividing the NAVD 88
 LY1618.geopotential number by the normal gravity value computed on the
 LY1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1618.degrees latitude (g = 980.6199 gals.).
 LY1618
 LY1618.The modeled gravity was interpolated from observed gravity values.
 LY1618
 LY1618;                    North         East    Units  Estimated Accuracy
 LY1618;SPC PA N     -   132,780.      787,020.      MT  (+/- 180 meters Scaled)
 LY1618
 LY1618                          SUPERSEDED SURVEY CONTROL
 LY1618
 LY1618  NGVD 29 (??/??/92)  451.314  (m)         1480.69   (f) ADJ UNCH    2 0
 LY1618
 LY1618.Superseded values are not recommended for survey control.
 LY1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1618.See file dsdata.txt to determine how the superseded data were derived.
 LY1618
 LY1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL568766(NAD 83)
 LY1618_MARKER: DB = BENCH MARK DISK
 LY1618_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1618_SP_SET: BRIDGE
 LY1618_STAMPING: K 233 1959
 LY1618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1618
 LY1618  HISTORY     - Date     Condition        Report By
 LY1618  HISTORY     - 1959     MONUMENTED       CGS
 LY1618  HISTORY     - 1961     GOOD             NGS
 LY1618
 LY1618                          STATION DESCRIPTION
 LY1618
 LY1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1618'0.4 MI NE FROM MOSCOW.
 LY1618'0.35 MILE NORTH EAST ALONG COUNTY ROAD 35005 FROM THE RAILROAD
 LY1618'STATION AT MOSCOW, SET IN NORTH WEST CORNER OF THE NORTH END OF
 LY1618'A CONCRETE BRIDGE ABOUT 1 FOOT ABOVE ROAD SURFACE, 104 FEET WEST
 LY1618'OF SOUTH WEST END OF A CINDER BLOCK BUILDING, 24 FEET NORTH WEST
 LY1618'OF THE CENTERLINE OF COUNTY ROAD 35005 AT SOUTH T INTERSECTION
 LY1618'OF WILLOW ST., 29 FEET SOUTH WEST OF POWER LINE POLE NO. 85,
 LY1618'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 LY1618
 LY1618                          STATION RECOVERY (1961)
 LY1618
 LY1618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LY1618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0038 ***********************************************************************
 KW0038  DESIGNATION -  K 234
 KW0038  PID         -  KW0038
 KW0038  STATE/COUNTY-  PA/SCHUYLKILL
 KW0038  USGS QUAD   -  SHENANDOAH (1977)
 KW0038
 KW0038                         *CURRENT SURVEY CONTROL
 KW0038  ___________________________________________________________________
 KW0038* NAD 83(1986)-  40 48 23.     (N)    076 09 44.     (W)     SCALED    
 KW0038* NAVD 88     -       355.836  (meters)    1167.44   (feet)  ADJUSTED  
 KW0038  ___________________________________________________________________
 KW0038  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 KW0038  DYNAMIC HT  -         355.654 (meters)    1166.84  (feet)  COMP
 KW0038  MODELED GRAV-     980,104.5   (mgal)                       NAVD 88
 KW0038
 KW0038  VERT ORDER  -  SECOND    CLASS 0
 KW0038
 KW0038.The horizontal coordinates were scaled from a topographic map and have
 KW0038.an estimated accuracy of +/- 6 seconds.
 KW0038
 KW0038.The orthometric height was determined by differential leveling
 KW0038.and adjusted by the National Geodetic Survey in June 1991..
 KW0038
 KW0038.The geoid height was determined by GEOID03.
 KW0038
 KW0038.The dynamic height is computed by dividing the NAVD 88
 KW0038.geopotential number by the normal gravity value computed on the
 KW0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0038.degrees latitude (g = 980.6199 gals.).
 KW0038
 KW0038.The modeled gravity was interpolated from observed gravity values.
 KW0038
 KW0038;                    North         East    Units  Estimated Accuracy
 KW0038;SPC PA S     -   164,770.      733,970.      MT  (+/- 180 meters Scaled)
 KW0038
 KW0038                          SUPERSEDED SURVEY CONTROL
 KW0038
 KW0038  NGVD 29 (??/??/??)  356.038  (m)         1168.10   (f) ADJUSTED    2 0
 KW0038
 KW0038.Superseded values are not recommended for survey control.
 KW0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0038.See file dsdata.txt to determine how the superseded data were derived.
 KW0038
 KW0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL019179(NAD 83)
 KW0038_MARKER: DB = BENCH MARK DISK
 KW0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0038_SP_SET: SIGNAL BASE
 KW0038_STAMPING: K 234 1959
 KW0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0038
 KW0038  HISTORY     - Date     Condition        Report By
 KW0038  HISTORY     - 1959     MONUMENTED       CGS
 KW0038
 KW0038                          STATION DESCRIPTION
 KW0038
 KW0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW0038'1.2 MI W FROM MAHONOY CITY.
 KW0038'ABOUT 1.20 MILE WEST ALONG THE READING RAILROAD FROM THE
 KW0038'STATION AT MAHANOY CITY, SET IN TOP CENTER OF THE SOUTH SIDE OF AN
 KW0038'ABANDONED SIGNAL BASE, 8 FEET NORTH OF THE NORTH MOST TRACK,
 KW0038'AT THE EAST END OF THE YARDS AT BEAR RUN JUNCTION, ABOUT LEVEL
 KW0038'WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1229 ***********************************************************************
 LY1229  DESIGNATION -  K 235
 LY1229  PID         -  LY1229
 LY1229  STATE/COUNTY-  PA/PIKE
 LY1229  USGS QUAD   -  HAWLEY (1994)
 LY1229
 LY1229                         *CURRENT SURVEY CONTROL
 LY1229  ___________________________________________________________________
 LY1229* NAD 83(1986)-  41 24 09.     (N)    075 08 32.     (W)     SCALED    
 LY1229* NAVD 88     -       450.713  (meters)    1478.71   (feet)  ADJUSTED  
 LY1229  ___________________________________________________________________
 LY1229  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 LY1229  DYNAMIC HT  -         450.513 (meters)    1478.06  (feet)  COMP
 LY1229  MODELED GRAV-     980,164.7   (mgal)                       NAVD 88
 LY1229
 LY1229  VERT ORDER  -  SECOND    CLASS 0
 LY1229
 LY1229.The horizontal coordinates were scaled from a topographic map and have
 LY1229.an estimated accuracy of +/- 6 seconds.
 LY1229
 LY1229.The orthometric height was determined by differential leveling
 LY1229.and adjusted by the National Geodetic Survey in June 1991..
 LY1229
 LY1229.The geoid height was determined by GEOID03.
 LY1229
 LY1229.The dynamic height is computed by dividing the NAVD 88
 LY1229.geopotential number by the normal gravity value computed on the
 LY1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1229.degrees latitude (g = 980.6199 gals.).
 LY1229
 LY1229.The modeled gravity was interpolated from observed gravity values.
 LY1229
 LY1229;                    North         East    Units  Estimated Accuracy
 LY1229;SPC PA N     -   140,530.      818,020.      MT  (+/- 180 meters Scaled)
 LY1229
 LY1229                          SUPERSEDED SURVEY CONTROL
 LY1229
 LY1229  NGVD 29 (??/??/92)  450.895  (m)         1479.31   (f) ADJ UNCH    2 0
 LY1229
 LY1229.Superseded values are not recommended for survey control.
 LY1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1229.See file dsdata.txt to determine how the superseded data were derived.
 LY1229
 LY1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL881834(NAD 83)
 LY1229_MARKER: DB = BENCH MARK DISK
 LY1229_SETTING: 80 = SET IN A BOULDER
 LY1229_SP_SET: BOULDER
 LY1229_STAMPING: K 235 1959
 LY1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1229+STABILITY: SURFACE MOTION
 LY1229
 LY1229  HISTORY     - Date     Condition        Report By
 LY1229  HISTORY     - 1959     MONUMENTED       CGS
 LY1229
 LY1229                          STATION DESCRIPTION
 LY1229
 LY1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1229'6.2 MI SE FROM HAWLEY.
 LY1229'4.4 MILE SOUTH EAST ALONG U.S. HIGHWAY NO 6 FROM HAWLEY TO THE
 LY1229'JUNCTION OF STATE HIGHWAY NO 402 THENCE 1.85 MILE SOUTH ALONG
 LY1229'STATE HIGHWAY NO 402, SET IN TOP AT THE NORTHEAST EDGE OF A
 LY1229'5 FOOT BY 3 FOOT BY 2 FOOT BOULDER, 63 FEET WEST NORTHWEST OF
 LY1229'POWER POLE NO 20.000, AT THE NORTH SIDE OF A 2 1/2 FOOT ASH TREE,
 LY1229'76 FEET WEST OF AND 3 FEET BELOW THE CENTERLINE OF THE HIGHWAY,
 LY1229'ALSO JUST SOUTHWEST OF A HIGHWAY CUT, AND ABOUT 0.55 MILE SOUTH
 LY1229'OF A GRAVEL ROAD TO WHITE DEER LAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0654 ***********************************************************************
 LY0654  DESIGNATION -  K 236
 LY0654  PID         -  LY0654
 LY0654  STATE/COUNTY-  PA/PIKE
 LY0654  USGS QUAD   -  EDGEMERE (1992)
 LY0654
 LY0654                         *CURRENT SURVEY CONTROL
 LY0654  ___________________________________________________________________
 LY0654* NAD 83(1986)-  41 21 16.     (N)    074 55 24.     (W)     SCALED    
 LY0654* NAVD 88     -       423.549  (meters)    1389.59   (feet)  ADJUSTED  
 LY0654  ___________________________________________________________________
 LY0654  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 LY0654  DYNAMIC HT  -         423.356 (meters)    1388.96  (feet)  COMP
 LY0654  MODELED GRAV-     980,155.0   (mgal)                       NAVD 88
 LY0654
 LY0654  VERT ORDER  -  SECOND    CLASS 0
 LY0654
 LY0654.The horizontal coordinates were scaled from a topographic map and have
 LY0654.an estimated accuracy of +/- 6 seconds.
 LY0654
 LY0654.The orthometric height was determined by differential leveling
 LY0654.and adjusted by the National Geodetic Survey in June 1991..
 LY0654
 LY0654.The geoid height was determined by GEOID03.
 LY0654
 LY0654.The dynamic height is computed by dividing the NAVD 88
 LY0654.geopotential number by the normal gravity value computed on the
 LY0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0654.degrees latitude (g = 980.6199 gals.).
 LY0654
 LY0654.The modeled gravity was interpolated from observed gravity values.
 LY0654
 LY0654;                    North         East    Units  Estimated Accuracy
 LY0654;SPC PA N     -   135,770.      836,490.      MT  (+/- 180 meters Scaled)
 LY0654
 LY0654                          SUPERSEDED SURVEY CONTROL
 LY0654
 LY0654  NGVD 29 (??/??/92)  423.720  (m)         1390.15   (f) ADJ UNCH    2 0
 LY0654
 LY0654.Superseded values are not recommended for survey control.
 LY0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0654.See file dsdata.txt to determine how the superseded data were derived.
 LY0654
 LY0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL064781(NAD 83)
 LY0654_MARKER: DB = BENCH MARK DISK
 LY0654_SETTING: 80 = SET IN A BOULDER
 LY0654_SP_SET: BOULDER
 LY0654_STAMPING: K 236 1959
 LY0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0654+STABILITY: SURFACE MOTION
 LY0654
 LY0654  HISTORY     - Date     Condition        Report By
 LY0654  HISTORY     - 1959     MONUMENTED       CGS
 LY0654
 LY0654                          STATION DESCRIPTION
 LY0654
 LY0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY0654'8.6 MI NW FROM MILFORD.
 LY0654'0.20 MILE SOUTH WEST ALONG U.S. 6 (HIGH ST.) FROM THE COURT HOUSE
 LY0654'IN MILFORD THENCE 7.35 MILE NORTH WEST ALONG U.S. 6 (HARTFORD ST.)
 LY0654'TO THE RED BROOK CABINS AND RESTAURANT THENCE 1.05 MILE SOUTH
 LY0654'WEST ON GRAVEL ROAD, SET IN TOP AND 2 FEET WEST OF THE EAST END
 LY0654'OF A 7 FOOT BY 4 FOOT BOULDER, 24 FEET EAST OF THE CENTERLINE OF
 LY0654'THE ROAD, 72 FEET NORTH EAST AND ACROSS THE ROAD FROM POWER
 LY0654'POLE NO. PP ME-D G 562, NOTE-- ALSO 0.40 MILE NORTH OF THE HOME
 LY0654'OF E. DUBOIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1159 ***********************************************************************
 LY1159  DESIGNATION -  K 237
 LY1159  PID         -  LY1159
 LY1159  STATE/COUNTY-  PA/PIKE
 LY1159  USGS QUAD   -  PROMISED LAND (1997)
 LY1159
 LY1159                         *CURRENT SURVEY CONTROL
 LY1159  ___________________________________________________________________
 LY1159* NAD 83(1986)-  41 19 13.     (N)    075 09 41.     (W)     SCALED    
 LY1159* NAVD 88     -       548.863  (meters)    1800.73   (feet)  ADJUSTED  
 LY1159  ___________________________________________________________________
 LY1159  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 LY1159  DYNAMIC HT  -         548.606 (meters)    1799.88  (feet)  COMP
 LY1159  MODELED GRAV-     980,137.9   (mgal)                       NAVD 88
 LY1159
 LY1159  VERT ORDER  -  SECOND    CLASS 0
 LY1159
 LY1159.The horizontal coordinates were scaled from a topographic map and have
 LY1159.an estimated accuracy of +/- 6 seconds.
 LY1159
 LY1159.The orthometric height was determined by differential leveling
 LY1159.and adjusted by the National Geodetic Survey in June 1991..
 LY1159
 LY1159.The geoid height was determined by GEOID03.
 LY1159
 LY1159.The dynamic height is computed by dividing the NAVD 88
 LY1159.geopotential number by the normal gravity value computed on the
 LY1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1159.degrees latitude (g = 980.6199 gals.).
 LY1159
 LY1159.The modeled gravity was interpolated from observed gravity values.
 LY1159
 LY1159;                    North         East    Units  Estimated Accuracy
 LY1159;SPC PA N     -   131,350.      816,690.      MT  (+/- 180 meters Scaled)
 LY1159
 LY1159                          SUPERSEDED SURVEY CONTROL
 LY1159
 LY1159  NGVD 29 (??/??/92)  549.046  (m)         1801.33   (f) ADJ UNCH    2 0
 LY1159
 LY1159.Superseded values are not recommended for survey control.
 LY1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1159.See file dsdata.txt to determine how the superseded data were derived.
 LY1159
 LY1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL864743(NAD 83)
 LY1159_MARKER: DB = BENCH MARK DISK
 LY1159_SETTING: 80 = SET IN A BOULDER
 LY1159_SP_SET: BOULDER
 LY1159_STAMPING: K 237 1959
 LY1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1159+STABILITY: SURFACE MOTION
 LY1159
 LY1159  HISTORY     - Date     Condition        Report By
 LY1159  HISTORY     - 1959     MONUMENTED       CGS
 LY1159
 LY1159                          STATION DESCRIPTION
 LY1159
 LY1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1159'3 MI NE FROM PROMISED LAND.
 LY1159'0.35 MILE NORTH ALONG STATE 390 FROM THE PROMISED LAND STATE
 LY1159'RANGERS HEADQUARTERS THENCE 0.20 MILE EAST ON NORTH SHORE RD.
 LY1159'THENCE 2.40 MILE NORTH EAST ON ROCK OAK TRAIL (GAME TRAIL 1)
 LY1159'(PAST PROMISED STATION) AND OLD TELEPHONE LINE TO EDGE OF CUT
 LY1159'BOUNDARY FOR STATE GAME LANDS, SET IN TOP OF A LARGE BOULDER
 LY1159'(5 X 9 FOOT) PROJECTING 3 1/2 FEET ABOVE THE GROUND, SOUTH OF
 LY1159'TRAIL EAST AND WEST, EAST OF TRAIL NORTH AND SOUTH, 30 FEET
 LY1159'SOUTH EAST OF THE JUNCTION OF THE TRAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0539 ***********************************************************************
 MA0539  DESIGNATION -  K 238
 MA0539  PID         -  MA0539
 MA0539  STATE/COUNTY-  PA/CLEARFIELD
 MA0539  USGS QUAD   -  PENFIELD (1993)
 MA0539
 MA0539                         *CURRENT SURVEY CONTROL
 MA0539  ___________________________________________________________________
 MA0539* NAD 83(1986)-  41 08 47.     (N)    078 34 53.     (W)     SCALED    
 MA0539* NAVD 88     -       532.142  (meters)    1745.87   (feet)  ADJUSTED  
 MA0539  ___________________________________________________________________
 MA0539  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 MA0539  DYNAMIC HT  -         531.877 (meters)    1745.00  (feet)  COMP
 MA0539  MODELED GRAV-     980,108.5   (mgal)                       NAVD 88
 MA0539
 MA0539  VERT ORDER  -  SECOND    CLASS 0
 MA0539
 MA0539.The horizontal coordinates were scaled from a topographic map and have
 MA0539.an estimated accuracy of +/- 6 seconds.
 MA0539
 MA0539.The orthometric height was determined by differential leveling
 MA0539.and adjusted by the National Geodetic Survey in June 1991..
 MA0539
 MA0539.The geoid height was determined by GEOID03.
 MA0539
 MA0539.The dynamic height is computed by dividing the NAVD 88
 MA0539.geopotential number by the normal gravity value computed on the
 MA0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0539.degrees latitude (g = 980.6199 gals.).
 MA0539
 MA0539.The modeled gravity was interpolated from observed gravity values.
 MA0539
 MA0539;                    North         East    Units  Estimated Accuracy
 MA0539;SPC PA N     -   109,140.      530,210.      MT  (+/- 180 meters Scaled)
 MA0539
 MA0539                          SUPERSEDED SURVEY CONTROL
 MA0539
 MA0539  NGVD 29 (??/??/92)  532.267  (m)         1746.28   (f) ADJ UNCH    2 0
 MA0539
 MA0539.Superseded values are not recommended for survey control.
 MA0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0539.See file dsdata.txt to determine how the superseded data were derived.
 MA0539
 MA0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF029578(NAD 83)
 MA0539_MARKER: DB = BENCH MARK DISK
 MA0539_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0539_SP_SET: CULVERT
 MA0539_STAMPING: K 238 1959
 MA0539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0539
 MA0539  HISTORY     - Date     Condition        Report By
 MA0539  HISTORY     - 1959     MONUMENTED       CGS
 MA0539
 MA0539                          STATION DESCRIPTION
 MA0539
 MA0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA0539'12 MI SE FROM DU BOIS.
 MA0539'7.3 MILE SOUTH EAST OF THE CITY OF DU BOIS TO A Y JUNCTION
 MA0539'OF BLACKTOP ROADS AT THE NORTH WEST END OF THE CITY RESERVOIR
 MA0539'THENCE 4.65 MILE NORTH ON BLACKTOP ROAD ON THE NORTH EAST SIDE
 MA0539'OF RESERVOIR, SET IN CONCRETE CULVERT AT NORTH WEST END, 13
 MA0539'FEET WEST OF THE CENTERLINE COUNTY ROAD 17092 AND FIRE BREAK
 MA0539'ROAD, 134 FEET SOUTH WEST OF A POWER LINE POLE, 262 FEET NORTH
 MA0539'WEST OF A POWER LINE POLE, ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0269 ***********************************************************************
 MA0269  DESIGNATION -  K 239
 MA0269  PID         -  MA0269
 MA0269  STATE/COUNTY-  PA/CLEARFIELD
 MA0269  USGS QUAD   -  LECONTES MILLS (1986)
 MA0269
 MA0269                         *CURRENT SURVEY CONTROL
 MA0269  ___________________________________________________________________
 MA0269* NAD 83(1986)-  41 01 53.     (N)    078 22 22.     (W)     SCALED    
 MA0269* NAVD 88     -       356.998  (meters)    1171.25   (feet)  ADJUSTED  
 MA0269  ___________________________________________________________________
 MA0269  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 MA0269  DYNAMIC HT  -         356.822 (meters)    1170.67  (feet)  COMP
 MA0269  MODELED GRAV-     980,121.0   (mgal)                       NAVD 88
 MA0269
 MA0269  VERT ORDER  -  SECOND    CLASS 0
 MA0269
 MA0269.The horizontal coordinates were scaled from a topographic map and have
 MA0269.an estimated accuracy of +/- 6 seconds.
 MA0269
 MA0269.The orthometric height was determined by differential leveling
 MA0269.and adjusted by the National Geodetic Survey in June 1991..
 MA0269
 MA0269.The geoid height was determined by GEOID03.
 MA0269
 MA0269.The dynamic height is computed by dividing the NAVD 88
 MA0269.geopotential number by the normal gravity value computed on the
 MA0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0269.degrees latitude (g = 980.6199 gals.).
 MA0269
 MA0269.The modeled gravity was interpolated from observed gravity values.
 MA0269
 MA0269;                    North         East    Units  Estimated Accuracy
 MA0269;SPC PA N     -    96,220.      547,630.      MT  (+/- 180 meters Scaled)
 MA0269
 MA0269                          SUPERSEDED SURVEY CONTROL
 MA0269
 MA0269  NGVD 29 (??/??/92)  357.146  (m)         1171.74   (f) ADJ UNCH    2 0
 MA0269
 MA0269.Superseded values are not recommended for survey control.
 MA0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0269.See file dsdata.txt to determine how the superseded data were derived.
 MA0269
 MA0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF208455(NAD 83)
 MA0269_MARKER: DB = BENCH MARK DISK
 MA0269_SETTING: 80 = SET IN A BOULDER
 MA0269_SP_SET: BOULDER
 MA0269_STAMPING: K 239 1959
 MA0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0269+STABILITY: SURFACE MOTION
 MA0269
 MA0269  HISTORY     - Date     Condition        Report By
 MA0269  HISTORY     - 1959     MONUMENTED       CGS
 MA0269
 MA0269                          STATION DESCRIPTION
 MA0269
 MA0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA0269'7.8 MI SE FROM CLEARFIELD.
 MA0269'4.0 MILE SOUTH EAST ALONG U.S. 322 FROM THE POST OFFICE IN
 MA0269'CLEARFIELD THENCE 2.2 MILE EAST ON COUNTY ROAD 17053 THENCE 0.2
 MA0269'MILE NORTH ON A GRAVEL ROAD THENCE 1.35 MILE EAST ON GRAVEL ROAD,
 MA0269'SET IN TOP OF HIGHEST PART OF A LARGE 7 FOOT BY 7 FOOT BY 7
 MA0269'FOOT BOULDER ON THE NORTH EAST SIDE OF THE GRAVEL ROAD, ABOUT
 MA0269'3 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0720 ***********************************************************************
 KX0720  DESIGNATION -  K 24
 KX0720  PID         -  KX0720
 KX0720  STATE/COUNTY-  PA/CAMBRIA
 KX0720  USGS QUAD   -  CARROLLTOWN (1972)
 KX0720
 KX0720                         *CURRENT SURVEY CONTROL
 KX0720  ___________________________________________________________________
 KX0720* NAD 83(1986)-  40 35 54.     (N)    078 39 11.     (W)     SCALED    
 KX0720* NAVD 88     -       536.143  (meters)    1759.00   (feet)  ADJUSTED  
 KX0720  ___________________________________________________________________
 KX0720  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KX0720  DYNAMIC HT  -         535.851 (meters)    1758.04  (feet)  COMP
 KX0720  MODELED GRAV-     980,063.2   (mgal)                       NAVD 88
 KX0720
 KX0720  VERT ORDER  -  SECOND    CLASS 0
 KX0720
 KX0720.The horizontal coordinates were scaled from a topographic map and have
 KX0720.an estimated accuracy of +/- 6 seconds.
 KX0720
 KX0720.The orthometric height was determined by differential leveling
 KX0720.and adjusted by the National Geodetic Survey in June 1991..
 KX0720
 KX0720.The geoid height was determined by GEOID03.
 KX0720
 KX0720.The dynamic height is computed by dividing the NAVD 88
 KX0720.geopotential number by the normal gravity value computed on the
 KX0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0720.degrees latitude (g = 980.6199 gals.).
 KX0720
 KX0720.The modeled gravity was interpolated from observed gravity values.
 KX0720
 KX0720;                    North         East    Units  Estimated Accuracy
 KX0720;SPC PA S     -   140,850.      523,570.      MT  (+/- 180 meters Scaled)
 KX0720
 KX0720                          SUPERSEDED SURVEY CONTROL
 KX0720
 KX0720  NGVD 29 (??/??/92)  536.255  (m)         1759.36   (f) ADJ UNCH    2 0
 KX0720
 KX0720.Superseded values are not recommended for survey control.
 KX0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0720.See file dsdata.txt to determine how the superseded data were derived.
 KX0720
 KX0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE985968(NAD 83)
 KX0720_MARKER: DB = BENCH MARK DISK
 KX0720_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0720_SP_SET: ABUTMENT
 KX0720_STAMPING: K 24 1934
 KX0720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0720
 KX0720  HISTORY     - Date     Condition        Report By
 KX0720  HISTORY     - 1934     MONUMENTED       CGS
 KX0720
 KX0720                          STATION DESCRIPTION
 KX0720
 KX0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KX0720'2.9 MI S FROM PATTON.
 KX0720'2.9 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM PATTON,
 KX0720'CAMBRIA COUNTY, 90 FEET SOUTH OF THE STATION AT ECKENRODE MILL,
 KX0720'AT BRIDGE 15.29 IN THE TOP OF THE SOUTH ABUTMENT, 2 FEET WEST OF
 KX0720'THE EAST FACE, 1.5 FEET SOUTH OF THE NORTH FACE, 10 FEET EAST OF
 KX0720'THE EAST RAIL, AND ABOUT 4 FEET LOWER THAN THE TOP OF THE RAIL.
 KX0720'A STANDARD DISK, STAMPED K 24 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2452 ***********************************************************************
 KW2452  DESIGNATION -  K 240
 KW2452  PID         -  KW2452
 KW2452  STATE/COUNTY-  PA/CENTRE
 KW2452  USGS QUAD   -  BELLEFONTE (1998)
 KW2452
 KW2452                         *CURRENT SURVEY CONTROL
 KW2452  ___________________________________________________________________
 KW2452* NAD 83(1986)-  40 58 27.     (N)    077 50 41.     (W)     SCALED    
 KW2452* NAVD 88     -       287.437  (meters)     943.03   (feet)  ADJUSTED  
 KW2452  ___________________________________________________________________
 KW2452  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 KW2452  DYNAMIC HT  -         287.302 (meters)     942.59  (feet)  COMP
 KW2452  MODELED GRAV-     980,145.9   (mgal)                       NAVD 88
 KW2452
 KW2452  VERT ORDER  -  SECOND    CLASS 0
 KW2452
 KW2452.The horizontal coordinates were scaled from a topographic map and have
 KW2452.an estimated accuracy of +/- 6 seconds.
 KW2452
 KW2452.The orthometric height was determined by differential leveling
 KW2452.and adjusted by the National Geodetic Survey in June 1991..
 KW2452
 KW2452.The geoid height was determined by GEOID03.
 KW2452
 KW2452.The dynamic height is computed by dividing the NAVD 88
 KW2452.geopotential number by the normal gravity value computed on the
 KW2452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2452.degrees latitude (g = 980.6199 gals.).
 KW2452
 KW2452.The modeled gravity was interpolated from observed gravity values.
 KW2452
 KW2452;                    North         East    Units  Estimated Accuracy
 KW2452;SPC PA N     -    89,680.      592,030.      MT  (+/- 180 meters Scaled)
 KW2452
 KW2452                          SUPERSEDED SURVEY CONTROL
 KW2452
 KW2452  NGVD 29 (??/??/??)  287.632  (m)          943.67   (f) ADJUSTED    2 0
 KW2452
 KW2452.Superseded values are not recommended for survey control.
 KW2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2452.See file dsdata.txt to determine how the superseded data were derived.
 KW2452
 KW2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL606397(NAD 83)
 KW2452_MARKER: DB = BENCH MARK DISK
 KW2452_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2452_SP_SET: BRIDGE
 KW2452_STAMPING: K 240 1959
 KW2452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2452
 KW2452  HISTORY     - Date     Condition        Report By
 KW2452  HISTORY     - 1959     MONUMENTED       CGS
 KW2452  HISTORY     - 1961     MARK NOT FOUND   USGS
 KW2452  HISTORY     - 19960809 MARK NOT FOUND   USPSQD
 KW2452
 KW2452                          STATION DESCRIPTION
 KW2452
 KW2452'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW2452'3.3 MI NW FROM WINGATE.
 KW2452'3.3 MILES NORTH WEST ALONG STATE HY. 53 FROM THE JUNCTION OF
 KW2452'STATE HY. 53 AND U.S. 220 IN WINGATE, LOCATED IN THE TOP MIDDLE
 KW2452'OF THE WEST RAIL OF A CONCRETE BRIDGE (749 + 48), 13 FEET WEST
 KW2452'OF THE CENTERLINE OF THE ROAD, 140 FEET SOUTH OF A T ROAD EAST
 KW2452'(3 MILES YARNELL), 110 FEET WEST-NORTHWEST OF THE NORTH WEST
 KW2452'CORNER OF A BARN, 29 1/2 FEET SOUTH EAST OF A POWER LINE POLE
 KW2452'E 548 AND 25T, 63 FEET WEST-SOUTH WEST OF A 22 INCH CHERRY TREE,
 KW2452'1/2 FEET BELOW THE LEVEL OF THE ROAD.  NOTE-- FROM REPORTS
 KW2452'RECEIVED THERE MAY BE AN ERROR IN THE STAMPING OF THIS MARK.
 KW2452
 KW2452                          STATION RECOVERY (1961)
 KW2452
 KW2452'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KW2452'MARK NOT FOUND.
 KW2452
 KW2452                          STATION RECOVERY (1996)
 KW2452
 KW2452'RECOVERY NOTE BY US POWER SQUADRON 1996
 KW2452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0958 ***********************************************************************
 LZ0958  DESIGNATION -  K 241
 LZ0958  PID         -  LZ0958
 LZ0958  STATE/COUNTY-  PA/UNION
 LZ0958  USGS QUAD   -  WILLIAMSPORT SE (1973)
 LZ0958
 LZ0958                         *CURRENT SURVEY CONTROL
 LZ0958  ___________________________________________________________________
 LZ0958* NAD 83(1986)-  41 04 24.     (N)    077 01 03.     (W)     SCALED    
 LZ0958* NAVD 88     -       272.716  (meters)     894.74   (feet)  ADJUSTED  
 LZ0958  ___________________________________________________________________
 LZ0958  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 LZ0958  DYNAMIC HT  -         272.591 (meters)     894.33  (feet)  COMP
 LZ0958  MODELED GRAV-     980,156.0   (mgal)                       NAVD 88
 LZ0958
 LZ0958  VERT ORDER  -  SECOND    CLASS 0
 LZ0958
 LZ0958.The horizontal coordinates were scaled from a topographic map and have
 LZ0958.an estimated accuracy of +/- 6 seconds.
 LZ0958
 LZ0958.The orthometric height was determined by differential leveling
 LZ0958.and adjusted by the National Geodetic Survey in June 1991..
 LZ0958
 LZ0958.The geoid height was determined by GEOID03.
 LZ0958
 LZ0958.The dynamic height is computed by dividing the NAVD 88
 LZ0958.geopotential number by the normal gravity value computed on the
 LZ0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0958.degrees latitude (g = 980.6199 gals.).
 LZ0958
 LZ0958.The modeled gravity was interpolated from observed gravity values.
 LZ0958
 LZ0958;                    North         East    Units  Estimated Accuracy
 LZ0958;SPC PA N     -   100,950.      661,560.      MT  (+/- 180 meters Scaled)
 LZ0958
 LZ0958                          SUPERSEDED SURVEY CONTROL
 LZ0958
 LZ0958  NGVD 29 (??/??/92)  272.925  (m)          895.42   (f) ADJ UNCH    2 0
 LZ0958
 LZ0958.Superseded values are not recommended for survey control.
 LZ0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0958.See file dsdata.txt to determine how the superseded data were derived.
 LZ0958
 LZ0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL305488(NAD 83)
 LZ0958_MARKER: DB = BENCH MARK DISK
 LZ0958_SETTING: 66 = SET IN ROCK OUTCROP
 LZ0958_SP_SET: PROJECTING ROCK
 LZ0958_STAMPING: K 241 1960
 LZ0958_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ0958+STABILITY: POSITION/ELEVATION WELL
 LZ0958
 LZ0958  HISTORY     - Date     Condition        Report By
 LZ0958  HISTORY     - 1960     MONUMENTED       CGS
 LZ0958
 LZ0958                          STATION DESCRIPTION
 LZ0958
 LZ0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LZ0958'10.4 MI W FROM NEW COLUMBIA.
 LZ0958'4.1 MILES WEST ALONG COUNTY ROADS 59024 AND 59026 FROM THE
 LZ0958'JUNCTION OF A CITY ROAD LEADING TO THE WHITE DEER ELEMENTARY
 LZ0958'SCHOOL AT NEW COLUMBIA, THENCE 1.9 MILES NORTH ALONG COUNTY ROAD
 LZ0958'59045, THENCE 4.4 MILES WEST ALONG COUNTY ROAD 59031, 1.0 MILE
 LZ0958'WEST OF BENCH MARK A 241, 0.85 MILE WEST OF A TWO-STORY FRAME
 LZ0958'HOME, 0.6 MILE EAST OF THE END OF THE BLACKTOP ROAD, 75 YARDS
 LZ0958'WEST-NORTHWEST OF THE NORTH END OF A ROCK CULVERT UNDER COUNTY
 LZ0958'ROAD 629, 176 FEET NORTHWEST OF POWER LINE POLE NO. 43319, 99
 LZ0958'FEET NORTHWEST OF POWER LINE POLE NO. 43318, 66 FEET NORTH OF
 LZ0958'THE CENTERLINE OF THE HIGHWAY, 6 FEET WEST OF AN 8-INCH WALNUT
 LZ0958'TREE WITH A TRIANGULAR BLAZE, AND IN A 5- BY 3-FOOT ROCK
 LZ0958'PROJECTING 6 INCHES ABOVE GROUND.  A COAST AND GEODETIC SURVEY
 LZ0958'BENCH-MARK DISK STAMPED K 241 1960.  NOTE-- THIS BENCH MARK CAN
 LZ0958'ALSO BE REACHED BY GOING 7.8 MILES WEST ALONG COUNTY ROAD 629
 LZ0958'FROM THE JUNCTION OF THE ROAD AND U.S. HIGHWAY 15 AT WHITE DEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0992 ***********************************************************************
 LZ0992  DESIGNATION -  K 242
 LZ0992  PID         -  LZ0992
 LZ0992  STATE/COUNTY-  PA/CLINTON
 LZ0992  USGS QUAD   -  LOGANTON (1983)
 LZ0992
 LZ0992                         *CURRENT SURVEY CONTROL
 LZ0992  ___________________________________________________________________
 LZ0992* NAD 83(1986)-  41 01 55.     (N)    077 18 53.     (W)     SCALED    
 LZ0992* NAVD 88     -       395.259  (meters)    1296.78   (feet)  ADJUSTED  
 LZ0992  ___________________________________________________________________
 LZ0992  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LZ0992  DYNAMIC HT  -         395.066 (meters)    1296.15  (feet)  COMP
 LZ0992  MODELED GRAV-     980,124.9   (mgal)                       NAVD 88
 LZ0992
 LZ0992  VERT ORDER  -  SECOND    CLASS 0
 LZ0992
 LZ0992.The horizontal coordinates were scaled from a topographic map and have
 LZ0992.an estimated accuracy of +/- 6 seconds.
 LZ0992
 LZ0992.The orthometric height was determined by differential leveling
 LZ0992.and adjusted by the National Geodetic Survey in June 1991..
 LZ0992
 LZ0992.The geoid height was determined by GEOID03.
 LZ0992
 LZ0992.The dynamic height is computed by dividing the NAVD 88
 LZ0992.geopotential number by the normal gravity value computed on the
 LZ0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0992.degrees latitude (g = 980.6199 gals.).
 LZ0992
 LZ0992.The modeled gravity was interpolated from observed gravity values.
 LZ0992
 LZ0992;                    North         East    Units  Estimated Accuracy
 LZ0992;SPC PA N     -    96,180.      636,600.      MT  (+/- 180 meters Scaled)
 LZ0992
 LZ0992                          SUPERSEDED SURVEY CONTROL
 LZ0992
 LZ0992  NGVD 29 (??/??/92)  395.449  (m)         1297.40   (f) ADJ UNCH    2 0
 LZ0992
 LZ0992.Superseded values are not recommended for survey control.
 LZ0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0992.See file dsdata.txt to determine how the superseded data were derived.
 LZ0992
 LZ0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL054448(NAD 83)
 LZ0992_MARKER: DB = BENCH MARK DISK
 LZ0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0992_STAMPING: K 242 1960
 LZ0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0992+STABILITY: SURFACE MOTION
 LZ0992
 LZ0992  HISTORY     - Date     Condition        Report By
 LZ0992  HISTORY     - 1960     MONUMENTED       CGS
 LZ0992
 LZ0992                          STATION DESCRIPTION
 LZ0992
 LZ0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LZ0992'2.6 MI E FROM BOONEVILLE.
 LZ0992'2.6 MILES EAST ALONG STATE HIGHWAY 780 FROM THE ST. JOHNS
 LZ0992'EVANGELICAL LUTHERAN CHURCH AT BOONEVILLE, 1.0 MILE EAST OF
 LZ0992'TRIANGULATION STATION LOGANTON, 116 FEET EAST OF A LARGE
 LZ0992'UNPAINTED BARN ON THE PROPERTY OF F. WAMBICK, 45 FEET SOUTHWEST
 LZ0992'OF POLE NO. J-2428, 15 FEET SOUTH OF THE CENTERLINE OF THE
 LZ0992'HIGHWAY, AND ABOUT LEVEL WITH THE ROAD.  A COAST AND GEODETIC
 LZ0992'SURVEY BENCH-MARK DISK, STAMPED K 242 1960 AND SET IN THE TOP
 LZ0992'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
 LZ0992'NOTE-- THIS BENCH MARK MAY ALSO BE REACHED BY GOING 0.45 MILE
 LZ0992'WEST ALONG STATE HIGHWAY 780 FROM THE JUNCTION OF HIGHWAYS 780
 LZ0992'AND 880 IN LOGANTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2426 ***********************************************************************
 KW2426  DESIGNATION -  K 243
 KW2426  PID         -  KW2426
 KW2426  STATE/COUNTY-  PA/CENTRE
 KW2426  USGS QUAD   -  MINGOVILLE (1983)
 KW2426
 KW2426                         *CURRENT SURVEY CONTROL
 KW2426  ___________________________________________________________________
 KW2426* NAD 83(1986)-  40 59 01.     (N)    077 38 43.     (W)     SCALED    
 KW2426* NAVD 88     -       267.685  (meters)     878.23   (feet)  ADJUSTED  
 KW2426  ___________________________________________________________________
 KW2426  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KW2426  DYNAMIC HT  -         267.559 (meters)     877.82  (feet)  COMP
 KW2426  MODELED GRAV-     980,148.0   (mgal)                       NAVD 88
 KW2426
 KW2426  VERT ORDER  -  SECOND    CLASS 0
 KW2426
 KW2426.The horizontal coordinates were scaled from a topographic map and have
 KW2426.an estimated accuracy of +/- 6 seconds.
 KW2426
 KW2426.The orthometric height was determined by differential leveling
 KW2426.and adjusted by the National Geodetic Survey in June 1991..
 KW2426
 KW2426.The geoid height was determined by GEOID03.
 KW2426
 KW2426.The dynamic height is computed by dividing the NAVD 88
 KW2426.geopotential number by the normal gravity value computed on the
 KW2426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2426.degrees latitude (g = 980.6199 gals.).
 KW2426
 KW2426.The modeled gravity was interpolated from observed gravity values.
 KW2426
 KW2426;                    North         East    Units  Estimated Accuracy
 KW2426;SPC PA N     -    90,730.      608,810.      MT  (+/- 180 meters Scaled)
 KW2426
 KW2426                          SUPERSEDED SURVEY CONTROL
 KW2426
 KW2426  NGVD 29 (??/??/??)  267.888  (m)          878.90   (f) ADJUSTED    2 0
 KW2426
 KW2426.Superseded values are not recommended for survey control.
 KW2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2426.See file dsdata.txt to determine how the superseded data were derived.
 KW2426
 KW2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL774403(NAD 83)
 KW2426_MARKER: DB = BENCH MARK DISK
 KW2426_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2426_SP_SET: CULVERT
 KW2426_STAMPING: K 243 1960
 KW2426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2426
 KW2426  HISTORY     - Date     Condition        Report By
 KW2426  HISTORY     - 1960     MONUMENTED       CGS
 KW2426  HISTORY     - 19960504 GOOD             USPSQD
 KW2426
 KW2426                          STATION DESCRIPTION
 KW2426
 KW2426'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2426'0.9 MI SW FROM JACKSONVILLE.
 KW2426'0.9 MILE SOUTHWEST ALONG COUNTY ROAD 14028 FROM THE EMANUEL
 KW2426'UNITED CHURCH OF CHRIST AT JACKSONVILLE, 0.5 MILE SOUTHWEST
 KW2426'OF BENCH MARK J 243, AT A BOX CULVERT, 49 FEET NORTHEAST OF
 KW2426'TELEPHONE POLE NO. 11, 25 FEET SOUTHWEST OF POWER POLE WITH
 KW2426'A BRONZE DISK STAMPED NO. 207767, 15 FEET SOUTHEAST OF THE
 KW2426'CENTERLINE OF THE ROAD, AND SET IN THE NORTHEAST END OF THE
 KW2426'SOUTHEAST SIDE OF THE BOX CULVERT, SURROUNDED BY GRADED ROCK,
 KW2426'AND 1 FOOT BELOW THE LEVEL OF THE ROAD.  A COAST AND GEODETIC
 KW2426'SURVEY BENCH-MARK DISK STAMPED K 243 1960.
 KW2426
 KW2426                          STATION RECOVERY (1996)
 KW2426
 KW2426'RECOVERY NOTE BY US POWER SQUADRON 1996
 KW2426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1005 ***********************************************************************
 LZ1005  DESIGNATION -  K 244
 LZ1005  PID         -  LZ1005
 LZ1005  STATE/COUNTY-  PA/LYCOMING
 LZ1005  USGS QUAD   -  LINDEN (1973)
 LZ1005
 LZ1005                         *CURRENT SURVEY CONTROL
 LZ1005  ___________________________________________________________________
 LZ1005* NAD 83(1986)-  41 09 02.     (N)    077 13 33.     (W)     SCALED    
 LZ1005* NAVD 88     -       240.954  (meters)     790.53   (feet)  ADJUSTED  
 LZ1005  ___________________________________________________________________
 LZ1005  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 LZ1005  DYNAMIC HT  -         240.846 (meters)     790.18  (feet)  COMP
 LZ1005  MODELED GRAV-     980,169.3   (mgal)                       NAVD 88
 LZ1005
 LZ1005  VERT ORDER  -  SECOND    CLASS 0
 LZ1005
 LZ1005.The horizontal coordinates were scaled from a topographic map and have
 LZ1005.an estimated accuracy of +/- 6 seconds.
 LZ1005
 LZ1005.The orthometric height was determined by differential leveling
 LZ1005.and adjusted by the National Geodetic Survey in June 1991..
 LZ1005
 LZ1005.The geoid height was determined by GEOID03.
 LZ1005
 LZ1005.The dynamic height is computed by dividing the NAVD 88
 LZ1005.geopotential number by the normal gravity value computed on the
 LZ1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1005.degrees latitude (g = 980.6199 gals.).
 LZ1005
 LZ1005.The modeled gravity was interpolated from observed gravity values.
 LZ1005
 LZ1005;                    North         East    Units  Estimated Accuracy
 LZ1005;SPC PA N     -   109,400.      644,000.      MT  (+/- 180 meters Scaled)
 LZ1005
 LZ1005                          SUPERSEDED SURVEY CONTROL
 LZ1005
 LZ1005  NGVD 29 (??/??/92)  241.159  (m)          791.20   (f) ADJ UNCH    2 0
 LZ1005
 LZ1005.Superseded values are not recommended for survey control.
 LZ1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1005.See file dsdata.txt to determine how the superseded data were derived.
 LZ1005
 LZ1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL132578(NAD 83)
 LZ1005_MARKER: DB = BENCH MARK DISK
 LZ1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1005_STAMPING: K 244 1960
 LZ1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1005+STABILITY: SURFACE MOTION
 LZ1005
 LZ1005  HISTORY     - Date     Condition        Report By
 LZ1005  HISTORY     - 1960     MONUMENTED       CGS
 LZ1005
 LZ1005                          STATION DESCRIPTION
 LZ1005
 LZ1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LZ1005'3.5 MI SE FROM ANTES FORT.
 LZ1005'ABOUT 0.4 MILE SOUTHWEST ALONG A BLACKTOP ROAD FROM THE DEPOT
 LZ1005'AT ANTES FORT THENCE 2.05 MILE SOUTHEAST ON STATE HIGHWAYS
 LZ1005'880 AND 44 THENCE 1.05 MILE SOUTHWEST ON STATE HIGHWAY 880,
 LZ1005'1 FOOT SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, 44 FEET
 LZ1005'SOUTHWEST OF THE CENTERLINE OF A FIELD ROAD NORTHWEST, 18 FEET
 LZ1005'NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 880, DIRECTLY
 LZ1005'ACROSS THE HIGHWAY FROM THE FRONT DORRE TO THE FARM RESIDENCE
 LZ1005'OF MR. BRYON WELSHOUS, SET IN TOP OF A CONCRETE POST WHICH IS 1
 LZ1005'FOOT BELOW THE ROAD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0437 ***********************************************************************
 MB0437  DESIGNATION -  K 245
 MB0437  PID         -  MB0437
 MB0437  STATE/COUNTY-  PA/MERCER
 MB0437  USGS QUAD   -  JACKSON CENTER (1970)
 MB0437
 MB0437                         *CURRENT SURVEY CONTROL
 MB0437  ___________________________________________________________________
 MB0437* NAD 83(1986)-  41 22 10.     (N)    080 09 15.     (W)     SCALED    
 MB0437* NAVD 88     -       352.192  (meters)    1155.48   (feet)  ADJUSTED  
 MB0437  ___________________________________________________________________
 MB0437  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 MB0437  DYNAMIC HT  -         352.038 (meters)    1154.98  (feet)  COMP
 MB0437  MODELED GRAV-     980,177.4   (mgal)                       NAVD 88
 MB0437
 MB0437  VERT ORDER  -  SECOND    CLASS 0
 MB0437
 MB0437.The horizontal coordinates were scaled from a topographic map and have
 MB0437.an estimated accuracy of +/- 6 seconds.
 MB0437
 MB0437.The orthometric height was determined by differential leveling
 MB0437.and adjusted by the National Geodetic Survey in June 1991..
 MB0437
 MB0437.The geoid height was determined by GEOID03.
 MB0437
 MB0437.The dynamic height is computed by dividing the NAVD 88
 MB0437.geopotential number by the normal gravity value computed on the
 MB0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0437.degrees latitude (g = 980.6199 gals.).
 MB0437
 MB0437.The modeled gravity was interpolated from observed gravity values.
 MB0437
 MB0437;                    North         East    Units  Estimated Accuracy
 MB0437;SPC PA N     -   136,360.      398,890.      MT  (+/- 180 meters Scaled)
 MB0437
 MB0437                          SUPERSEDED SURVEY CONTROL
 MB0437
 MB0437  NGVD 29 (??/??/92)  352.348  (m)         1156.00   (f) ADJ UNCH    2 0
 MB0437
 MB0437.Superseded values are not recommended for survey control.
 MB0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0437.See file dsdata.txt to determine how the superseded data were derived.
 MB0437
 MB0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF707801(NAD 83)
 MB0437_MARKER: DB = BENCH MARK DISK
 MB0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0437_STAMPING: K 245 1960
 MB0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0437+STABILITY: SURFACE MOTION
 MB0437
 MB0437  HISTORY     - Date     Condition        Report By
 MB0437  HISTORY     - 1960     MONUMENTED       CGS
 MB0437
 MB0437                          STATION DESCRIPTION
 MB0437
 MB0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MB0437'2.8 MI SE FROM CLARKS MILLS.
 MB0437'ABOUT 1.8 MILE EAST ALONG U.S. ALT. 322 (WHERE RAILROAD CROSSES)
 MB0437'FROM THE POST OFFICE IN CLARKS MILLS TO JUNCTION OF ALT. 322
 MB0437'AND GRAVEL ROAD SOUTH, THENCE 0.95 MILE SOUTH ON GRAVEL ROAD,
 MB0437'STANDARD BENCH MARK DISK SET IN TOP OF CONCRETE POST-- ALSO-- ABOUT
 MB0437'0.15 MILE SOUTH OF GRAVEL ROAD LEFT AT RAILROAD CROSSING, 12
 MB0437'FEET SOUTH OF THE CENTERLINE OF ERIE RAILROAD TRACK, 37 FEET
 MB0437'SOUTH OF TELEPHONE POLE (NO NUMBER), 13 FEET EAST OF GRAVEL
 MB0437'ROAD OVER RAILROAD, 280 NORTH OF SMALL BRIDGE (OVER LITTLE
 MB0437'SHENANGO RIVER) WITH STEEL RAILING BANISTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1951 ***********************************************************************
 KW1951  DESIGNATION -  K 246
 KW1951  PID         -  KW1951
 KW1951  STATE/COUNTY-  PA/CUMBERLAND
 KW1951  USGS QUAD   -  WERTZVILLE (1987)
 KW1951
 KW1951                         *CURRENT SURVEY CONTROL
 KW1951  ___________________________________________________________________
 KW1951* NAD 83(1986)-  40 16 55.     (N)    077 04 32.     (W)     SCALED    
 KW1951* NAVD 88     -       135.513  (meters)     444.60   (feet)  ADJUSTED  
 KW1951  ___________________________________________________________________
 KW1951  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KW1951  DYNAMIC HT  -         135.445 (meters)     444.37  (feet)  COMP
 KW1951  MODELED GRAV-     980,123.3   (mgal)                       NAVD 88
 KW1951
 KW1951  VERT ORDER  -  SECOND    CLASS 0
 KW1951
 KW1951.The horizontal coordinates were scaled from a topographic map and have
 KW1951.an estimated accuracy of +/- 6 seconds.
 KW1951
 KW1951.The orthometric height was determined by differential leveling
 KW1951.and adjusted by the National Geodetic Survey in June 1991..
 KW1951
 KW1951.The geoid height was determined by GEOID03.
 KW1951
 KW1951.The dynamic height is computed by dividing the NAVD 88
 KW1951.geopotential number by the normal gravity value computed on the
 KW1951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1951.degrees latitude (g = 980.6199 gals.).
 KW1951
 KW1951.The modeled gravity was interpolated from observed gravity values.
 KW1951
 KW1951;                    North         East    Units  Estimated Accuracy
 KW1951;SPC PA S     -   105,550.      657,350.      MT  (+/- 180 meters Scaled)
 KW1951
 KW1951                          SUPERSEDED SURVEY CONTROL
 KW1951
 KW1951  NGVD 29 (??/??/??)  135.727  (m)          445.30   (f) ADJUSTED    2 0
 KW1951
 KW1951.Superseded values are not recommended for survey control.
 KW1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1951.See file dsdata.txt to determine how the superseded data were derived.
 KW1951
 KW1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK235611(NAD 83)
 KW1951_MARKER: DB = BENCH MARK DISK
 KW1951_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1951_SP_SET: CULVERT
 KW1951_STAMPING: K 246 1960
 KW1951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1951
 KW1951  HISTORY     - Date     Condition        Report By
 KW1951  HISTORY     - 1960     MONUMENTED       CGS
 KW1951  HISTORY     - 19980418 MARK NOT FOUND   USPSQD
 KW1951  HISTORY     - 20050521 MARK NOT FOUND   GEOCAC
 KW1951
 KW1951                          STATION DESCRIPTION
 KW1951
 KW1951'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1951'1.6 MI W FROM WERTZVILLE.
 KW1951'ABOUT 1.65 MILES WEST ALONG STATE HIGHWAY NO. 944 FROM THE
 KW1951'GENERAL STORE AND CROSS ROAD AT WERTZVILLE, ON THE TOP OF THE
 KW1951'WEST END OF THE NORTH CONCRETE HEADWALL OF A 12-FOOT CONCRETE
 KW1951'PIPE CULVERT UNDER THE HIGHWAY, 16.8 FEET NORTH OF THE CENTER
 KW1951'LINE OF THE HIGHWAY, 76 YARDS EAST OF THE JUNCTION OF COUNTY ROAD
 KW1951'NO. 21053 LEADING SOUTH, 0.3 FOOT EAST OF THE WEST END OF THE
 KW1951'HEADWALL AND ABOUT 1/2-FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 KW1951
 KW1951                          STATION RECOVERY (1998)
 KW1951
 KW1951'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW1951'MARK NOT FOUND.
 KW1951
 KW1951                          STATION RECOVERY (2005)
 KW1951
 KW1951'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW1951'BRIDGE MAY HAVE BEEN REPLACED OR GUARDRAIL SUPPORT MAY BE ON TOP OF
 KW1951'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1226 ***********************************************************************
 KW1226  DESIGNATION -  K 247
 KW1226  PID         -  KW1226
 KW1226  STATE/COUNTY-  PA/DAUPHIN
 KW1226  USGS QUAD   -  HARRISBURG EAST (1987)
 KW1226
 KW1226                         *CURRENT SURVEY CONTROL
 KW1226  ___________________________________________________________________
 KW1226* NAD 83(1986)-  40 18 16.     (N)    076 50 59.     (W)     SCALED    
 KW1226* NAVD 88     -       113.109  (meters)     371.09   (feet)  ADJUSTED  
 KW1226  ___________________________________________________________________
 KW1226  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 KW1226  DYNAMIC HT  -         113.053 (meters)     370.91  (feet)  COMP
 KW1226  MODELED GRAV-     980,123.3   (mgal)                       NAVD 88
 KW1226
 KW1226  VERT ORDER  -  SECOND    CLASS 0
 KW1226
 KW1226.The horizontal coordinates were scaled from a topographic map and have
 KW1226.an estimated accuracy of +/- 6 seconds.
 KW1226
 KW1226.The orthometric height was determined by differential leveling
 KW1226.and adjusted by the National Geodetic Survey in June 1991..
 KW1226
 KW1226.The geoid height was determined by GEOID03.
 KW1226
 KW1226.The dynamic height is computed by dividing the NAVD 88
 KW1226.geopotential number by the normal gravity value computed on the
 KW1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1226.degrees latitude (g = 980.6199 gals.).
 KW1226
 KW1226.The modeled gravity was interpolated from observed gravity values.
 KW1226
 KW1226;                    North         East    Units  Estimated Accuracy
 KW1226;SPC PA S     -   108,220.      676,530.      MT  (+/- 180 meters Scaled)
 KW1226
 KW1226                          SUPERSEDED SURVEY CONTROL
 KW1226
 KW1226  NGVD 29 (??/??/??)  113.323  (m)          371.79   (f) ADJUSTED    2 0
 KW1226
 KW1226.Superseded values are not recommended for survey control.
 KW1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1226.See file dsdata.txt to determine how the superseded data were derived.
 KW1226
 KW1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK428631(NAD 83)
 KW1226_MARKER: DB = BENCH MARK DISK
 KW1226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1226_SP_SET: CULVERT
 KW1226_STAMPING: K 247 1960
 KW1226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1226
 KW1226  HISTORY     - Date     Condition        Report By
 KW1226  HISTORY     - 1960     MONUMENTED       CGS
 KW1226  HISTORY     - 19950618 MARK NOT FOUND   USPSQD
 KW1226
 KW1226                          STATION DESCRIPTION
 KW1226
 KW1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1226'1.8 MI NW FROM SHOOP.
 KW1226'ABOUT 0.3 MILE NORTH ALONG A CONNECTING ROAD (UNDER CONSTRUCTION
 KW1226'IN 1960) FROM THE INTERSECTION OF U.S. HIGHWAY 22, U.S. HIGHWAY
 KW1226'230 (BY-PASS) AND THE SHOOPS LUTHERAN CHURCH, THENCE 1.05 MILES
 KW1226'WEST ALONG ELMERTON AVENUE, THENCE 0.45 MILE NORTH ALONG
 KW1226'WINDING  HILL ROAD, ACROSS THE ROAD FROM THE GOOSE VALLEY
 KW1226'FARM, ON THE TOP OF THE NORTH END OF THE EAST CONCRETE HEADWALL
 KW1226'OF A 48-INCH PIPE CULVERT WITH WINGWALLS, 24 FEET EAST OF THE
 KW1226'CENTER LINE OF THE ROAD, 1.5 FEET SOUTH OF THE NORTH END OF THE
 KW1226'HEADWALL AND ABOUT LEVEL WITH THE ROAD.
 KW1226
 KW1226                          STATION RECOVERY (1995)
 KW1226
 KW1226'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW1226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1321 ***********************************************************************
 KW1321  DESIGNATION -  K 248
 KW1321  PID         -  KW1321
 KW1321  STATE/COUNTY-  PA/DAUPHIN
 KW1321  USGS QUAD   -  GRANTVILLE (1975)
 KW1321
 KW1321                         *CURRENT SURVEY CONTROL
 KW1321  ___________________________________________________________________
 KW1321* NAD 83(1986)-  40 23 31.     (N)    076 42 21.     (W)     SCALED    
 KW1321* NAVD 88     -       171.621  (meters)     563.06   (feet)  ADJUSTED  
 KW1321  ___________________________________________________________________
 KW1321  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 KW1321  DYNAMIC HT  -         171.534 (meters)     562.77  (feet)  COMP
 KW1321  MODELED GRAV-     980,115.4   (mgal)                       NAVD 88
 KW1321
 KW1321  VERT ORDER  -  SECOND    CLASS 0
 KW1321
 KW1321.The horizontal coordinates were scaled from a topographic map and have
 KW1321.an estimated accuracy of +/- 6 seconds.
 KW1321
 KW1321.The orthometric height was determined by differential leveling
 KW1321.and adjusted by the National Geodetic Survey in June 1991..
 KW1321
 KW1321.The geoid height was determined by GEOID03.
 KW1321
 KW1321.The dynamic height is computed by dividing the NAVD 88
 KW1321.geopotential number by the normal gravity value computed on the
 KW1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1321.degrees latitude (g = 980.6199 gals.).
 KW1321
 KW1321.The modeled gravity was interpolated from observed gravity values.
 KW1321
 KW1321;                    North         East    Units  Estimated Accuracy
 KW1321;SPC PA S     -   118,070.      688,650.      MT  (+/- 180 meters Scaled)
 KW1321
 KW1321                          SUPERSEDED SURVEY CONTROL
 KW1321
 KW1321  NGVD 29 (??/??/??)  171.827  (m)          563.74   (f) ADJUSTED    2 0
 KW1321
 KW1321.Superseded values are not recommended for survey control.
 KW1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1321.See file dsdata.txt to determine how the superseded data were derived.
 KW1321
 KW1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK552726(NAD 83)
 KW1321_MARKER: DB = BENCH MARK DISK
 KW1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1321_STAMPING: K 248 1960
 KW1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1321+STABILITY: SURFACE MOTION
 KW1321
 KW1321  HISTORY     - Date     Condition        Report By
 KW1321  HISTORY     - 1960     MONUMENTED       CGS
 KW1321  HISTORY     - 19950515 GOOD             USPSQD
 KW1321  HISTORY     - 19970412 GOOD             USPSQD
 KW1321
 KW1321                          STATION DESCRIPTION
 KW1321
 KW1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1321'0.4 MI SE FROM MANADA GAP.
 KW1321'ABOUT 0.4 MILE SOUTHEAST ALONG STATE HIGHWAY 443 FROM THE MANADA
 KW1321'GAP STORE AND HOTEL.  AT THE Y JUNCTION FORMED BY THE HIGHWAY
 KW1321'AND THE ASPHALT ROAD LEADING SOUTH, 3.5 FEET WEST OF A 12-INCH
 KW1321'PINE TREE WITH TRIANGULAR BLAZE, 23.6 FEET SOUTH OF THE CENTER
 KW1321'OF HIGHWAY 443, 172 FEET EAST OF THE CENTER OF Y JUNCTION.
 KW1321'IT IS 1/2 FOOT LOWER THAN THE HIGHWAY AND IS SET IN THE TOP OF
 KW1321'A CONCRETE POST THAT PROJECTS ABOUT 3 INCHES ABOVE THE LEVEL
 KW1321'OF THE GROUND.
 KW1321
 KW1321                          STATION RECOVERY (1995)
 KW1321
 KW1321'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW1321'RECOVERED IN GOOD CONDITION.
 KW1321
 KW1321                          STATION RECOVERY (1997)
 KW1321
 KW1321'RECOVERY NOTE BY US POWER SQUADRON 1997
 KW1321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0247 ***********************************************************************
 KW0247  DESIGNATION -  K 249
 KW0247  PID         -  KW0247
 KW0247  STATE/COUNTY-  PA/SCHUYLKILL
 KW0247  USGS QUAD   -  PINE GROVE (1977)
 KW0247
 KW0247                         *CURRENT SURVEY CONTROL
 KW0247  ___________________________________________________________________
 KW0247* NAD 83(1986)-  40 33 46.     (N)    076 24 03.     (W)     SCALED    
 KW0247* NAVD 88     -       166.193  (meters)     545.25   (feet)  ADJUSTED  
 KW0247  ___________________________________________________________________
 KW0247  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 KW0247  DYNAMIC HT  -         166.112 (meters)     544.99  (feet)  COMP
 KW0247  MODELED GRAV-     980,132.2   (mgal)                       NAVD 88
 KW0247
 KW0247  VERT ORDER  -  SECOND    CLASS 0
 KW0247
 KW0247.The horizontal coordinates were scaled from a topographic map and have
 KW0247.an estimated accuracy of +/- 6 seconds.
 KW0247
 KW0247.The orthometric height was determined by differential leveling
 KW0247.and adjusted by the National Geodetic Survey in June 1991..
 KW0247
 KW0247.The geoid height was determined by GEOID03.
 KW0247
 KW0247.The dynamic height is computed by dividing the NAVD 88
 KW0247.geopotential number by the normal gravity value computed on the
 KW0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0247.degrees latitude (g = 980.6199 gals.).
 KW0247
 KW0247.The modeled gravity was interpolated from observed gravity values.
 KW0247
 KW0247;                    North         East    Units  Estimated Accuracy
 KW0247;SPC PA S     -   137,390.      714,250.      MT  (+/- 180 meters Scaled)
 KW0247
 KW0247                          SUPERSEDED SURVEY CONTROL
 KW0247
 KW0247  NGVD 29 (??/??/??)  166.400  (m)          545.93   (f) ADJUSTED    2 0
 KW0247
 KW0247.Superseded values are not recommended for survey control.
 KW0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0247.See file dsdata.txt to determine how the superseded data were derived.
 KW0247
 KW0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK814911(NAD 83)
 KW0247_MARKER: DB = BENCH MARK DISK
 KW0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0247_STAMPING: K 249 1960
 KW0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0247+STABILITY: SURFACE MOTION
 KW0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0247+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 KW0247
 KW0247  HISTORY     - Date     Condition        Report By
 KW0247  HISTORY     - 1960     MONUMENTED       CGS
 KW0247  HISTORY     - 20020325 GOOD             PADT
 KW0247  HISTORY     - 20060429 GOOD             GEOCAC
 KW0247
 KW0247                          STATION DESCRIPTION
 KW0247
 KW0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0247'0.4 MI N FROM PINE GROVE.
 KW0247'ABOUT 0.4 MILE NORTH ALONG THE READING RAILWAY FROM ITS CROSSING
 KW0247'OF STATE HIGHWAY 125 IN THE NORTH PART OF THE VILLAGE OF PINE
 KW0247'GROVE, ABOUT 110 YARDS WEST OF THE WEST RAIL, AT THE T JUNCTION
 KW0247'FORMED BY A NORTH-SOUTH ASPHALT ROAD AND A GRAVEL ROAD LEADING WEST,
 KW0247'40 1/2 FEET WEST OF THE CENTER LINE OF THE ASPHALT ROAD, 18 FEET
 KW0247'NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 9 FEET WEST OF
 KW0247'A 24 INCH ASH TREE, 13 FEET EAST OF A 20-INCH ASH TREE, ABOUT 1
 KW0247'FOOT ABOVE THE LEVEL OF THE GRAVEL ROAD LEADING WEST AND SET
 KW0247'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL
 KW0247'OF THE GROUND.
 KW0247
 KW0247                          STATION RECOVERY (2002)
 KW0247
 KW0247'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (SQ)
 KW0247'RECOVERED IN GOOD CONDITION.
 KW0247
 KW0247                          STATION RECOVERY (2006)
 KW0247
 KW0247'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0247'T JUNCTION IS OF SCHULTZ RD RUNNING NORTH-SOUTH AND KEEFER RD RUNNING
 KW0247'WEST. STATION IS 9 FEET WEST OF A 28 INCH ASH, 13 FEET EAST OF A 28
 KW0247'INCH ASH, LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0306 ***********************************************************************
 MA0306  DESIGNATION -  K 25
 MA0306  PID         -  MA0306
 MA0306  STATE/COUNTY-  PA/CAMERON
 MA0306  USGS QUAD   -  DRIFTWOOD (1988)
 MA0306
 MA0306                         *CURRENT SURVEY CONTROL
 MA0306  ___________________________________________________________________
 MA0306* NAD 83(1986)-  41 21 51.     (N)    078 08 39.     (W)     SCALED    
 MA0306* NAVD 88     -       257.510  (meters)     844.85   (feet)  ADJUSTED  
 MA0306  ___________________________________________________________________
 MA0306  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 MA0306  DYNAMIC HT  -         257.395 (meters)     844.47  (feet)  COMP
 MA0306  MODELED GRAV-     980,169.2   (mgal)                       NAVD 88
 MA0306
 MA0306  VERT ORDER  -  SECOND    CLASS 0
 MA0306
 MA0306.The horizontal coordinates were scaled from a topographic map and have
 MA0306.an estimated accuracy of +/- 6 seconds.
 MA0306
 MA0306.The orthometric height was determined by differential leveling
 MA0306.and adjusted by the National Geodetic Survey in June 1991..
 MA0306
 MA0306.The geoid height was determined by GEOID03.
 MA0306
 MA0306.The dynamic height is computed by dividing the NAVD 88
 MA0306.geopotential number by the normal gravity value computed on the
 MA0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0306.degrees latitude (g = 980.6199 gals.).
 MA0306
 MA0306.The modeled gravity was interpolated from observed gravity values.
 MA0306
 MA0306;                    North         East    Units  Estimated Accuracy
 MA0306;SPC PA N     -   133,060.      567,020.      MT  (+/- 180 meters Scaled)
 MA0306
 MA0306                          SUPERSEDED SURVEY CONTROL
 MA0306
 MA0306  NGVD 29 (??/??/92)  257.678  (m)          845.40   (f) ADJ UNCH    2 0
 MA0306
 MA0306.Superseded values are not recommended for survey control.
 MA0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0306.See file dsdata.txt to determine how the superseded data were derived.
 MA0306
 MA0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF388831(NAD 83)
 MA0306_MARKER: DB = BENCH MARK DISK
 MA0306_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0306_SP_SET: ABUTMENT
 MA0306_STAMPING: K 25 1934
 MA0306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0306
 MA0306  HISTORY     - Date     Condition        Report By
 MA0306  HISTORY     - 1934     MONUMENTED       CGS
 MA0306
 MA0306                          STATION DESCRIPTION
 MA0306
 MA0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0306'2.8 MI W FROM DRIFTWOOD.
 MA0306'2.8 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM DRIFTWOOD,
 MA0306'CAMERON COUNTY, ABOUT 0.5 MILE EAST OF HUNTLEY, AT BRIDGE 165.16,
 MA0306'IN THE TOP OF THE SOUTH END OF THE EAST STONE ABUTMENT, 6 FEET
 MA0306'SOUTH OF THE CENTER LINE OF THE EAST-BOUND TRACK, AND ABOUT
 MA0306'1-1/2 FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0474 ***********************************************************************
 MB0474  DESIGNATION -  K 250
 MB0474  PID         -  MB0474
 MB0474  STATE/COUNTY-  PA/BUTLER
 MB0474  USGS QUAD   -  SLIPPERY ROCK (1977)
 MB0474
 MB0474                         *CURRENT SURVEY CONTROL
 MB0474  ___________________________________________________________________
 MB0474* NAD 83(1986)-  41 02 10.     (N)    080 06 31.     (W)     SCALED    
 MB0474* NAVD 88     -       338.190  (meters)    1109.55   (feet)  ADJUSTED  
 MB0474  ___________________________________________________________________
 MB0474  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 MB0474  DYNAMIC HT  -         338.027 (meters)    1109.01  (feet)  COMP
 MB0474  MODELED GRAV-     980,134.3   (mgal)                       NAVD 88
 MB0474
 MB0474  VERT ORDER  -  SECOND    CLASS 0
 MB0474
 MB0474.The horizontal coordinates were scaled from a topographic map and have
 MB0474.an estimated accuracy of +/- 6 seconds.
 MB0474
 MB0474.The orthometric height was determined by differential leveling
 MB0474.and adjusted by the National Geodetic Survey in June 1991..
 MB0474
 MB0474.The geoid height was determined by GEOID03.
 MB0474
 MB0474.The dynamic height is computed by dividing the NAVD 88
 MB0474.geopotential number by the normal gravity value computed on the
 MB0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0474.degrees latitude (g = 980.6199 gals.).
 MB0474
 MB0474.The modeled gravity was interpolated from observed gravity values.
 MB0474
 MB0474;                    North         East    Units  Estimated Accuracy
 MB0474;SPC PA S     -   191,720.      401,690.      MT  (+/- 180 meters Scaled)
 MB0474
 MB0474                          SUPERSEDED SURVEY CONTROL
 MB0474
 MB0474  NGVD 29 (??/??/92)  338.322  (m)         1109.98   (f) ADJ UNCH    2 0
 MB0474
 MB0474.Superseded values are not recommended for survey control.
 MB0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0474.See file dsdata.txt to determine how the superseded data were derived.
 MB0474
 MB0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF749431(NAD 83)
 MB0474_MARKER: DB = BENCH MARK DISK
 MB0474_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0474_SP_SET: BRIDGE
 MB0474_STAMPING: K 250 1960
 MB0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0474
 MB0474  HISTORY     - Date     Condition        Report By
 MB0474  HISTORY     - 1960     MONUMENTED       CGS
 MB0474  HISTORY     - 20030419 MARK NOT FOUND   PA-019
 MB0474
 MB0474                          STATION DESCRIPTION
 MB0474
 MB0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MB0474'8.2 MI NW FROM POTTERSVILLE.
 MB0474'ABOUT 8.25 MILE NORTH ALONG STATE HY. 488 FROM THE JUNCTION
 MB0474'OF HY. 488 AND U.S. 19 IN PORTERSVILLE, 9 FEET WEST OF THE
 MB0474'CENTERLINE OF HY. 488, 32 FEET NORTH OF POWER POLE (NO. 278),
 MB0474'20 FEET WEST OF THE SOUTH RAILING OF BRIDGE OVER SLIPPERY ROCK
 MB0474'CREEK, 61 FEET SOUTH OF THE CENTERLINE OF BRIDGE, STANDARD
 MB0474'BENCH MARK DISK DRILLED IN HORIZONTAL.  NOTE-- ABOUT 5.85 MILE
 MB0474'NORTH OF THE JUNCTION OF STATE HY. 488 AND U.S. 422, ABOUT 0.3
 MB0474'MILE SOUTH OF THE JUNCTION OF STATE HY. 488 AND STATE HY. 108.
 MB0474
 MB0474                          STATION RECOVERY (2003)
 MB0474
 MB0474'RECOVERY NOTE BY BUTLER COUNTY PENNSYLVANIA 2003 (RLC)
 MB0474'THIS BRIDGE OVER SLIPPERY ROCK CREEK HAS BEEN REPLACED AND THE AREA
 MB0474'EXCAVATED SINCE THIS MARK WAS MONUMENTED IN 1960. THE PENNA DEPT OF
 MB0474'TRANSPORTATION HAS SET A SURVEY CONTROL MARK IN THE TOP OF THE
 MB0474'SOUTHWEST WING WALL WITH A STAMPED ELEVATION OF 1111.99 FEET. POWER
 MB0474'POLE 278 DOES NOT EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0231 ***********************************************************************
 KY0231  DESIGNATION -  K 251
 KY0231  PID         -  KY0231
 KY0231  STATE/COUNTY-  PA/BUTLER
 KY0231  USGS QUAD   -  MARS (1979)
 KY0231
 KY0231                         *CURRENT SURVEY CONTROL
 KY0231  ___________________________________________________________________
 KY0231* NAD 83(1986)-  40 43 40.     (N)    080 06 27.     (W)     SCALED    
 KY0231* NAVD 88     -       368.830  (meters)    1210.07   (feet)  ADJUSTED  
 KY0231  ___________________________________________________________________
 KY0231  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KY0231  DYNAMIC HT  -         368.640 (meters)    1209.45  (feet)  COMP
 KY0231  MODELED GRAV-     980,098.8   (mgal)                       NAVD 88
 KY0231
 KY0231  VERT ORDER  -  SECOND    CLASS 0
 KY0231
 KY0231.The horizontal coordinates were scaled from a topographic map and have
 KY0231.an estimated accuracy of +/- 6 seconds.
 KY0231
 KY0231.The orthometric height was determined by differential leveling
 KY0231.and adjusted by the National Geodetic Survey in June 1991..
 KY0231
 KY0231.The geoid height was determined by GEOID03.
 KY0231
 KY0231.The dynamic height is computed by dividing the NAVD 88
 KY0231.geopotential number by the normal gravity value computed on the
 KY0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0231.degrees latitude (g = 980.6199 gals.).
 KY0231
 KY0231.The modeled gravity was interpolated from observed gravity values.
 KY0231
 KY0231;                    North         East    Units  Estimated Accuracy
 KY0231;SPC PA S     -   157,490.      400,870.      MT  (+/- 180 meters Scaled)
 KY0231
 KY0231                          SUPERSEDED SURVEY CONTROL
 KY0231
 KY0231  NGVD 29 (??/??/92)  368.977  (m)         1210.55   (f) ADJ UNCH    2 0
 KY0231
 KY0231.Superseded values are not recommended for survey control.
 KY0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0231.See file dsdata.txt to determine how the superseded data were derived.
 KY0231
 KY0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF753089(NAD 83)
 KY0231_MARKER: DB = BENCH MARK DISK
 KY0231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0231_SP_SET: CULVERT
 KY0231_STAMPING: K 251 1960
 KY0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0231
 KY0231  HISTORY     - Date     Condition        Report By
 KY0231  HISTORY     - 1960     MONUMENTED       CGS
 KY0231
 KY0231                          STATION DESCRIPTION
 KY0231
 KY0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0231'5 MI S FROM ZELIENOPLE.
 KY0231'ABOUT 5.05 MILE SOUTH ALONG U.S. HY. 19 FROM THE JUNCTION OF
 KY0231'U.S. 19 AND STATE HY. 68 IN THE SOUTH EDGE OF ZELIENOPLE, 24
 KY0231'FEET EAST OF THE CENTERLINE OF U.S. HY. 19 NORTH, 339 FEET
 KY0231'NORTH WEST OF ONE-STORY BUILDING (CINDER BLOCK BASE), 400 FEET
 KY0231'NORTH WEST OF THE CENTERLINE OF ROAD TO DAVIS ACRES, 261 FEET
 KY0231'SOUTH EAST CORNER OF FENCE POST, STANDARD BENCH MARK DISK DRILLED
 KY0231'IN HORIZONTAL IN CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0628 ***********************************************************************
 KY0628  DESIGNATION -  K 252
 KY0628  PID         -  KY0628
 KY0628  STATE/COUNTY-  PA/WASHINGTON
 KY0628  USGS QUAD   -  CANONSBURG (1979)
 KY0628
 KY0628                         *CURRENT SURVEY CONTROL
 KY0628  ___________________________________________________________________
 KY0628* NAD 83(1986)-  40 15 19.     (N)    080 11 45.     (W)     SCALED    
 KY0628* NAVD 88     -       290.159  (meters)     951.96   (feet)  ADJUSTED  
 KY0628  ___________________________________________________________________
 KY0628  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KY0628  DYNAMIC HT  -         290.000 (meters)     951.44  (feet)  COMP
 KY0628  MODELED GRAV-     980,071.1   (mgal)                       NAVD 88
 KY0628
 KY0628  VERT ORDER  -  SECOND    CLASS 0
 KY0628
 KY0628.The horizontal coordinates were scaled from a topographic map and have
 KY0628.an estimated accuracy of +/- 6 seconds.
 KY0628
 KY0628.The orthometric height was determined by differential leveling
 KY0628.and adjusted by the National Geodetic Survey in June 1991..
 KY0628
 KY0628.The geoid height was determined by GEOID03.
 KY0628
 KY0628.The dynamic height is computed by dividing the NAVD 88
 KY0628.geopotential number by the normal gravity value computed on the
 KY0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0628.degrees latitude (g = 980.6199 gals.).
 KY0628
 KY0628.The modeled gravity was interpolated from observed gravity values.
 KY0628
 KY0628;                    North         East    Units  Estimated Accuracy
 KY0628;SPC PA S     -   105,250.      391,960.      MT  (+/- 180 meters Scaled)
 KY0628
 KY0628                          SUPERSEDED SURVEY CONTROL
 KY0628
 KY0628  NGVD 29 (??/??/92)  290.300  (m)          952.43   (f) ADJ UNCH    2 0
 KY0628
 KY0628.Superseded values are not recommended for survey control.
 KY0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0628.See file dsdata.txt to determine how the superseded data were derived.
 KY0628
 KY0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE683564(NAD 83)
 KY0628_MARKER: DB = BENCH MARK DISK
 KY0628_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0628_SP_SET: BRIDGE
 KY0628_STAMPING: K 252 1960
 KY0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0628
 KY0628  HISTORY     - Date     Condition        Report By
 KY0628  HISTORY     - 1960     MONUMENTED       CGS
 KY0628  HISTORY     - 20010508 GOOD             PADT
 KY0628
 KY0628                          STATION DESCRIPTION
 KY0628
 KY0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0628'AT CANONSBURG.
 KY0628'ABOUT 0.2 MILE SOUTHWEST ALONG STRABANE AVENUE FROM THE JUNCTION
 KY0628'OF STRABANE AND WEST PIKE AVENUES IN CANONSBURG, TO THE RAILROAD
 KY0628'CROSSING, THENCE ABOUT 150 YARDS EAST ALONG THE RAILROAD TO A
 KY0628'RAILROAD BRIDGE, SET IN TOP AND 5 FEET NORTHEAST FROM THE
 KY0628'SOUTHWEST END OF THE RETAINING WALL FOR A RAILROAD BRIDGE, 8 FEET
 KY0628'NORTHWEST OF THE NORTHWEST RAIL, 25 FEET NORTHEAST OF A SWITCH
 KY0628'AND SET HORIZONTAL.
 KY0628
 KY0628                          STATION RECOVERY (2001)
 KY0628
 KY0628'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DP)
 KY0628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0242 ***********************************************************************
 KY0242  DESIGNATION -  K 253
 KY0242  PID         -  KY0242
 KY0242  STATE/COUNTY-  PA/ALLEGHENY
 KY0242  USGS QUAD   -  MARS (1979)
 KY0242
 KY0242                         *CURRENT SURVEY CONTROL
 KY0242  ___________________________________________________________________
 KY0242* NAD 83(1986)-  40 39 15.     (N)    080 04 47.     (W)     SCALED    
 KY0242* NAVD 88     -       324.373  (meters)    1064.21   (feet)  ADJUSTED  
 KY0242  ___________________________________________________________________
 KY0242  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KY0242  DYNAMIC HT  -         324.206 (meters)    1063.67  (feet)  COMP
 KY0242  MODELED GRAV-     980,100.2   (mgal)                       NAVD 88
 KY0242
 KY0242  VERT ORDER  -  SECOND    CLASS 0
 KY0242
 KY0242.The horizontal coordinates were scaled from a topographic map and have
 KY0242.an estimated accuracy of +/- 6 seconds.
 KY0242
 KY0242.The orthometric height was determined by differential leveling
 KY0242.and adjusted by the National Geodetic Survey in June 1991..
 KY0242
 KY0242.The geoid height was determined by GEOID03.
 KY0242
 KY0242.The dynamic height is computed by dividing the NAVD 88
 KY0242.geopotential number by the normal gravity value computed on the
 KY0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0242.degrees latitude (g = 980.6199 gals.).
 KY0242
 KY0242.The modeled gravity was interpolated from observed gravity values.
 KY0242
 KY0242;                    North         East    Units  Estimated Accuracy
 KY0242;SPC PA S     -   149,260.      403,000.      MT  (+/- 180 meters Scaled)
 KY0242
 KY0242                          SUPERSEDED SURVEY CONTROL
 KY0242
 KY0242  NGVD 29 (??/??/92)  324.523  (m)         1064.71   (f) ADJ UNCH    2 0
 KY0242
 KY0242.Superseded values are not recommended for survey control.
 KY0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0242.See file dsdata.txt to determine how the superseded data were derived.
 KY0242
 KY0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF778007(NAD 83)
 KY0242_MARKER: DB = BENCH MARK DISK
 KY0242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0242_SP_SET: CULVERT
 KY0242_STAMPING: K 253 1960
 KY0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KY0242+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 KY0242
 KY0242  HISTORY     - Date     Condition        Report By
 KY0242  HISTORY     - 1960     MONUMENTED       CGS
 KY0242  HISTORY     - 20051025 GOOD             GEOCAC
 KY0242  HISTORY     - 20060104 GOOD             LDACE
 KY0242
 KY0242                          STATION DESCRIPTION
 KY0242
 KY0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0242'10.8 MI S FROM ZELIENOPLE.
 KY0242'ABOUT 9.9 MILE SOUTH ALONG U.S. HY. 19 FROM THE JUNCTION OF U.S.
 KY0242'HY. 19 AND STATE HY. 68 IN THE SOUTH EDGE OF ZELIENOPLE TO
 KY0242'JUNCTION OF OLD HIGHWAY 19 SOUTH THENCE 0.9 MILE SOUTH EAST ALONG
 KY0242'OLD U.S. HY. 19, STANDARD BENCH MARK DISK DRILLED IN HORIZONTAL
 KY0242'IN CULVERT, 24 FEET WEST OF THE CENTERLINE OF THE ROAD, 156 FEET
 KY0242'SOUTH OF TELEPHONE POLE NO. 6850, 194 FEET SOUTH OF TWO-STORY
 KY0242'BUILDING, 14 FEET WEST OF A TELEPHONE POLE (NO NUMBER), 138 FEET
 KY0242'SOUTH EAST OF A CHURCH,  NOTE-- BM IS 0.2 MILE SOUTH OF SCHOOL
 KY0242'BUILDING IN WARRENDALE CITY LIMITS.
 KY0242
 KY0242                          STATION RECOVERY (2005)
 KY0242
 KY0242'RECOVERY NOTE BY GEOCACHING 2005 (JTF)
 KY0242'RECOVERED IN GOOD CONDITION.
 KY0242
 KY0242                          STATION RECOVERY (2006)
 KY0242
 KY0242'RECOVERY NOTE BY LOUISVILLE DISTRICT USE 2006 (DLS)
 KY0242'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0689 ***********************************************************************
 KY0689  DESIGNATION -  K 254
 KY0689  PID         -  KY0689
 KY0689  STATE/COUNTY-  PA/ALLEGHENY
 KY0689  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0689
 KY0689                         *CURRENT SURVEY CONTROL
 KY0689  ___________________________________________________________________
 KY0689* NAD 83(1986)-  40 25 00.     (N)    080 03 27.     (W)     SCALED    
 KY0689* NAVD 88     -       310.433  (meters)    1018.48   (feet)  ADJUSTED  
 KY0689  ___________________________________________________________________
 KY0689  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 KY0689  DYNAMIC HT  -         310.273 (meters)    1017.95  (feet)  COMP
 KY0689  MODELED GRAV-     980,100.1   (mgal)                       NAVD 88
 KY0689
 KY0689  VERT ORDER  -  SECOND    CLASS 0
 KY0689
 KY0689.The horizontal coordinates were scaled from a topographic map and have
 KY0689.an estimated accuracy of +/- 6 seconds.
 KY0689
 KY0689.The orthometric height was determined by differential leveling
 KY0689.and adjusted by the National Geodetic Survey in June 1991..
 KY0689
 KY0689.The geoid height was determined by GEOID03.
 KY0689
 KY0689.The dynamic height is computed by dividing the NAVD 88
 KY0689.geopotential number by the normal gravity value computed on the
 KY0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0689.degrees latitude (g = 980.6199 gals.).
 KY0689
 KY0689.The modeled gravity was interpolated from observed gravity values.
 KY0689
 KY0689;                    North         East    Units  Estimated Accuracy
 KY0689;SPC PA S     -   122,850.      404,190.      MT  (+/- 180 meters Scaled)
 KY0689
 KY0689                          SUPERSEDED SURVEY CONTROL
 KY0689
 KY0689  NGVD 29 (??/??/92)  310.587  (m)         1018.98   (f) ADJ UNCH    2 0
 KY0689
 KY0689.Superseded values are not recommended for survey control.
 KY0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0689.See file dsdata.txt to determine how the superseded data were derived.
 KY0689
 KY0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE799744(NAD 83)
 KY0689_MARKER: DB = BENCH MARK DISK
 KY0689_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0689_SP_SET: CATCH BASIN
 KY0689_STAMPING: K 254 1960
 KY0689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0689
 KY0689  HISTORY     - Date     Condition        Report By
 KY0689  HISTORY     - 1960     MONUMENTED       CGS
 KY0689  HISTORY     - 19920801 MARK NOT FOUND   USGS
 KY0689
 KY0689                          STATION DESCRIPTION
 KY0689
 KY0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0689'2.5 MI SW FROM PITTSBURGH.
 KY0689'ABOUT 2.5 MILE SOUTHWEST ALONG U.S. HIGHWAY 22 FROM THE WEST END
 KY0689'OF THE FORT PITT TUNNEL IN PITTSBURGH, SET IN TOP CENTER OF THE
 KY0689'BACKWALL OF A 5 FOOT BY 3 FOOT CATCH BASIN, 51 FEET SOUTHEAST
 KY0689'OF THE CENTERLINE OF U.S. 22, ABOUT LEVEL WITH THE HIGHWAY AND
 KY0689'DRILLED IN HORIZONTAL.  NOTE-- APPROXIMATELY 200 YARDS ACROSS THE
 KY0689'VALLEY AND THE HIGHWAY FROM THE NORTHEAST END OF A LARGE
 KY0689'BUILDING - ANDERSON WINDOW WALL AND IRON CITY SASH AND DOOR CO.
 KY0689'NOTE-- ABOUT 0.7 MILE SOUTHWEST OF THE GREENTREE INTERCHANGE.
 KY0689
 KY0689                          STATION RECOVERY (1992)
 KY0689
 KY0689'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 KY0689'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0640 ***********************************************************************
 KY0640  DESIGNATION -  K 255
 KY0640  PID         -  KY0640
 KY0640  STATE/COUNTY-  PA/WASHINGTON
 KY0640  USGS QUAD   -  WASHINGTON WEST (1969)
 KY0640
 KY0640                         *CURRENT SURVEY CONTROL
 KY0640  ___________________________________________________________________
 KY0640* NAD 83(1986)-  40 09 44.     (N)    080 17 17.     (W)     SCALED    
 KY0640* NAVD 88     -       349.072  (meters)    1145.25   (feet)  ADJUSTED  
 KY0640  ___________________________________________________________________
 KY0640  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 KY0640  DYNAMIC HT  -         348.874 (meters)    1144.60  (feet)  COMP
 KY0640  MODELED GRAV-     980,047.8   (mgal)                       NAVD 88
 KY0640
 KY0640  VERT ORDER  -  SECOND    CLASS 0
 KY0640
 KY0640.The horizontal coordinates were scaled from a topographic map and have
 KY0640.an estimated accuracy of +/- 6 seconds.
 KY0640
 KY0640.The orthometric height was determined by differential leveling
 KY0640.and adjusted by the National Geodetic Survey in June 1991..
 KY0640
 KY0640.The geoid height was determined by GEOID03.
 KY0640
 KY0640.The dynamic height is computed by dividing the NAVD 88
 KY0640.geopotential number by the normal gravity value computed on the
 KY0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0640.degrees latitude (g = 980.6199 gals.).
 KY0640
 KY0640.The modeled gravity was interpolated from observed gravity values.
 KY0640
 KY0640;                    North         East    Units  Estimated Accuracy
 KY0640;SPC PA S     -    95,140.      383,820.      MT  (+/- 180 meters Scaled)
 KY0640
 KY0640                          SUPERSEDED SURVEY CONTROL
 KY0640
 KY0640  NGVD 29 (??/??/92)  349.205  (m)         1145.68   (f) ADJ UNCH    2 0
 KY0640
 KY0640.Superseded values are not recommended for survey control.
 KY0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0640.See file dsdata.txt to determine how the superseded data were derived.
 KY0640
 KY0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE606460(NAD 83)
 KY0640_MARKER: DB = BENCH MARK DISK
 KY0640_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0640_SP_SET: CULVERT
 KY0640_STAMPING: K 255 1960
 KY0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0640
 KY0640  HISTORY     - Date     Condition        Report By
 KY0640  HISTORY     - 1960     MONUMENTED       CGS
 KY0640
 KY0640                          STATION DESCRIPTION
 KY0640
 KY0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0640'2 MI W FROM WASHINGTON.
 KY0640'ABOUT 2 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE PENNSYLVANIA
 KY0640'RAILROAD FREIGHT OFFICES IN WASHINGTON, 16 FEET NORTHWEST OF
 KY0640'A FENCE LINE, 24 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY
 KY0640'AND DRILLED IN HORIZONTAL IN THE TOP CENTER OF A CONCRETE
 KY0640'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0298 ***********************************************************************
 KW0298  DESIGNATION -  K 256
 KW0298  PID         -  KW0298
 KW0298  STATE/COUNTY-  PA/SCHUYLKILL
 KW0298  USGS QUAD   -  SHENANDOAH (1977)
 KW0298
 KW0298                         *CURRENT SURVEY CONTROL
 KW0298  ___________________________________________________________________
 KW0298* NAD 83(1986)-  40 46 18.     (N)    076 13 55.     (W)     SCALED    
 KW0298* NAVD 88     -       471.950  (meters)    1548.39   (feet)  ADJUSTED  
 KW0298  ___________________________________________________________________
 KW0298  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KW0298  DYNAMIC HT  -         471.715 (meters)    1547.62  (feet)  COMP
 KW0298  MODELED GRAV-     980,112.6   (mgal)                       NAVD 88
 KW0298
 KW0298  VERT ORDER  -  SECOND    CLASS 0
 KW0298
 KW0298.The horizontal coordinates were scaled from a topographic map and have
 KW0298.an estimated accuracy of +/- 6 seconds.
 KW0298
 KW0298.The orthometric height was determined by differential leveling
 KW0298.and adjusted by the National Geodetic Survey in June 1991..
 KW0298
 KW0298.The geoid height was determined by GEOID03.
 KW0298
 KW0298.The dynamic height is computed by dividing the NAVD 88
 KW0298.geopotential number by the normal gravity value computed on the
 KW0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0298.degrees latitude (g = 980.6199 gals.).
 KW0298
 KW0298.The modeled gravity was interpolated from observed gravity values.
 KW0298
 KW0298;                    North         East    Units  Estimated Accuracy
 KW0298;SPC PA S     -   160,810.      728,150.      MT  (+/- 180 meters Scaled)
 KW0298
 KW0298                          SUPERSEDED SURVEY CONTROL
 KW0298
 KW0298  NGVD 29 (??/??/??)  472.164  (m)         1549.09   (f) ADJUSTED    2 0
 KW0298
 KW0298.Superseded values are not recommended for survey control.
 KW0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0298.See file dsdata.txt to determine how the superseded data were derived.
 KW0298
 KW0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL960141(NAD 83)
 KW0298_MARKER: DB = BENCH MARK DISK
 KW0298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0298_SP_SET: CONCRETE BSE
 KW0298_STAMPING: K 256 1960
 KW0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0298
 KW0298  HISTORY     - Date     Condition        Report By
 KW0298  HISTORY     - 1960     MONUMENTED       CGS
 KW0298  HISTORY     - 20050412 MARK NOT FOUND   PADT
 KW0298
 KW0298                          STATION DESCRIPTION
 KW0298
 KW0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0298'1.4 MI SW FROM FRACKVILLE.
 KW0298'ABOUT 0.8 MILE SOUTH ALONG THE READING RAILWAY FROM THE
 KW0298'STATION AT FRACKVILLE, THENCE 0.6 MILE WEST ALONG A TRACK ROAD,
 KW0298'AT THE NORTHEAST CORNER OF THE LARGE MUD RUN RESERVOIR, ON
 KW0298'THE TOP OF A 2-BY-2-FOOT CONCRETE BASE PROJECTING 1/2 FOOT
 KW0298'ABOVE THE GROUND, 28 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 KW0298'9 FEET NORTH OF A DIM ROAD LEADING SOUTH ALONG THE EAST EDGE
 KW0298'OF THE RESERVOIR, ABOUT 35 FEET NORTHEAST OF THE NORTHEAST
 KW0298'CORNER OF THE RESERVOIR AND ABOUT 1 FOOT ABOVE THE EAST-WEST
 KW0298'ROAD.
 KW0298
 KW0298                          STATION RECOVERY (2005)
 KW0298
 KW0298'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (PJN)
 KW0298'NO VISIBLE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2260 ***********************************************************************
 KV2260  DESIGNATION -  K 257
 KV2260  PID         -  KV2260
 KV2260  STATE/COUNTY-  PA/BERKS
 KV2260  USGS QUAD   -  READING (1983)
 KV2260
 KV2260                         *CURRENT SURVEY CONTROL
 KV2260  ___________________________________________________________________
 KV2260* NAD 83(1986)-  40 18 47.     (N)    075 55 03.     (W)     SCALED    
 KV2260* NAVD 88     -        82.688  (meters)     271.29   (feet)  ADJUSTED  
 KV2260  ___________________________________________________________________
 KV2260  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 KV2260  DYNAMIC HT  -          82.645 (meters)     271.14  (feet)  COMP
 KV2260  MODELED GRAV-     980,110.3   (mgal)                       NAVD 88
 KV2260
 KV2260  VERT ORDER  -  FIRST     CLASS I
 KV2260
 KV2260.The horizontal coordinates were scaled from a topographic map and have
 KV2260.an estimated accuracy of +/- 6 seconds.
 KV2260
 KV2260.The orthometric height was determined by differential leveling
 KV2260.and adjusted by the National Geodetic Survey in June 1991..
 KV2260
 KV2260.The geoid height was determined by GEOID03.
 KV2260
 KV2260.The dynamic height is computed by dividing the NAVD 88
 KV2260.geopotential number by the normal gravity value computed on the
 KV2260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2260.degrees latitude (g = 980.6199 gals.).
 KV2260
 KV2260.The modeled gravity was interpolated from observed gravity values.
 KV2260
 KV2260;                    North         East    Units  Estimated Accuracy
 KV2260;SPC PA S     -   110,400.      755,750.      MT  (+/- 180 meters Scaled)
 KV2260
 KV2260                          SUPERSEDED SURVEY CONTROL
 KV2260
 KV2260  NGVD 29 (??/??/??)   82.932  (m)          272.09   (f) ADJUSTED    1 1
 KV2260
 KV2260.Superseded values are not recommended for survey control.
 KV2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2260.See file dsdata.txt to determine how the superseded data were derived.
 KV2260
 KV2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK220629(NAD 83)
 KV2260_MARKER: DB = BENCH MARK DISK
 KV2260_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2260_SP_SET: TOWER BASE
 KV2260_STAMPING: K 257 1960
 KV2260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2260
 KV2260  HISTORY     - Date     Condition        Report By
 KV2260  HISTORY     - 1960     MONUMENTED       CGS
 KV2260  HISTORY     - 1966     GOOD             CGS
 KV2260  HISTORY     - 1974     GOOD             NGS
 KV2260  HISTORY     - 19910827 MARK NOT FOUND   USPSQD
 KV2260  HISTORY     - 20020215 MARK NOT FOUND   USPSQD
 KV2260
 KV2260                          STATION DESCRIPTION
 KV2260
 KV2260'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2260'1.3 MI S FROM READING.
 KV2260'ABOUT 1.3 MILES SOUTH ALONG THE READING COMPANY RAILROAD FROM THE
 KV2260'FRANKLIN STREET STATION AT READING, EAST AND ACROSS THE TRACK
 KV2260'FROM FRACTIONAL MILEPOST 56/40, AT A CROSSING OF THE TRACK AND A
 KV2260'POWER TRANSMISSION LINE, 28 FEET EAST OF THE EAST RAIL OF THE
 KV2260'EAST SET OF TRACKS, SET IN THE TOP OF THE NORTHWEST CORNER OF THE
 KV2260'CONCRETE BASE OF THE NORTHWEST LEG OF A METAL TOWER FOR A POWER
 KV2260'LINE, ABOUT 12 FEET ABOVE THE LEVEL OF THE TRACK.
 KV2260
 KV2260                          STATION RECOVERY (1974)
 KV2260
 KV2260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV2260'RECOVERED IN GOOD CONDITION.
 KV2260
 KV2260                          STATION RECOVERY (1991)
 KV2260
 KV2260'RECOVERY NOTE BY US POWER SQUADRON 1991 (HG)
 KV2260'MARK NOT FOUND.
 KV2260
 KV2260                          STATION RECOVERY (2002)
 KV2260
 KV2260'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KV2260'TAKE 9TH ST FROM CITY OF READING TO WHERE ROAD CLOSED AT GATE.  0.25
 KV2260'MI TO TRACKS THEN 0.2 MI SW TO STEEL TRANS TOWER.  CONCRETE BASE FOR
 KV2260'TOWER FOOT AT UNKNOWN DEPTH BELOW ADDED ROCK AND DIRT.  PROBED 1 FT
 KV2260'BUT DECIDED NOT TO DISTURB. COULD BE THERE TO STABILIZE THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0495 ***********************************************************************
 KW0495  DESIGNATION -  K 258
 KW0495  PID         -  KW0495
 KW0495  STATE/COUNTY-  PA/LEBANON
 KW0495  USGS QUAD   -  FREDERICKSBURG (1978)
 KW0495
 KW0495                         *CURRENT SURVEY CONTROL
 KW0495  ___________________________________________________________________
 KW0495* NAD 83(1986)-  40 26 57.     (N)    076 24 05.     (W)     SCALED    
 KW0495* NAVD 88     -       155.750  (meters)     510.99   (feet)  ADJUSTED  
 KW0495  ___________________________________________________________________
 KW0495  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 KW0495  DYNAMIC HT  -         155.671 (meters)     510.73  (feet)  COMP
 KW0495  MODELED GRAV-     980,116.5   (mgal)                       NAVD 88
 KW0495
 KW0495  VERT ORDER  -  SECOND    CLASS 0
 KW0495
 KW0495.The horizontal coordinates were scaled from a topographic map and have
 KW0495.an estimated accuracy of +/- 6 seconds.
 KW0495
 KW0495.The orthometric height was determined by differential leveling
 KW0495.and adjusted by the National Geodetic Survey in June 1991..
 KW0495
 KW0495.The geoid height was determined by GEOID03.
 KW0495
 KW0495.The dynamic height is computed by dividing the NAVD 88
 KW0495.geopotential number by the normal gravity value computed on the
 KW0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0495.degrees latitude (g = 980.6199 gals.).
 KW0495
 KW0495.The modeled gravity was interpolated from observed gravity values.
 KW0495
 KW0495;                    North         East    Units  Estimated Accuracy
 KW0495;SPC PA S     -   124,770.      714,400.      MT  (+/- 180 meters Scaled)
 KW0495
 KW0495                          SUPERSEDED SURVEY CONTROL
 KW0495
 KW0495  NGVD 29 (??/??/??)  155.952  (m)          511.65   (f) ADJUSTED    2 0
 KW0495
 KW0495.Superseded values are not recommended for survey control.
 KW0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0495.See file dsdata.txt to determine how the superseded data were derived.
 KW0495
 KW0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK811785(NAD 83)
 KW0495_MARKER: DB = BENCH MARK DISK
 KW0495_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0495_SP_SET: CULVERT
 KW0495_STAMPING: K 258 1960
 KW0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0495
 KW0495  HISTORY     - Date     Condition        Report By
 KW0495  HISTORY     - 1960     MONUMENTED       CGS
 KW0495
 KW0495                          STATION DESCRIPTION
 KW0495
 KW0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0495'1.5 MI E FROM FREDERICKSBURG.
 KW0495'ABOUT 1.5 MILES EAST ALONG U.S. HIGHWAY 22 FROM THE JUNCTION OF
 KW0495'STATE HIGHWAY 343 AND U.S. HIGHWAY 22 AT FREDERICKSBURG, SET
 KW0495'IN TOP OF THE SOUTH END OF THE EAST CONCRETE HEADWALL OF A
 KW0495'24-INCH PIPE CULVERT UNDER A NORTH AND SOUTH ROAD AND ABOUT
 KW0495'1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.  IT IS AT AN
 KW0495'INTERSECTION OF A NORTH AND SOUTH BLACKTOP ROAD, 37.0 FEET
 KW0495'NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC LANE OF
 KW0495'U.S. HIGHWAY 22 AND 22.0 FEET EAST OF THE CENTERLINE OF THE NORTH
 KW0495'AND SOUTH BLACKTOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0195 ***********************************************************************
 KW0195  DESIGNATION -  K 259
 KW0195  PID         -  KW0195
 KW0195  STATE/COUNTY-  PA/BERKS
 KW0195  USGS QUAD   -  AUBURN (1983)
 KW0195
 KW0195                         *CURRENT SURVEY CONTROL
 KW0195  ___________________________________________________________________
 KW0195* NAD 83(1986)-  40 32 13.     (N)    076 03 04.     (W)     SCALED    
 KW0195* NAVD 88     -       149.520  (meters)     490.55   (feet)  ADJUSTED  
 KW0195  ___________________________________________________________________
 KW0195  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 KW0195  DYNAMIC HT  -         149.444 (meters)     490.30  (feet)  COMP
 KW0195  MODELED GRAV-     980,115.8   (mgal)                       NAVD 88
 KW0195
 KW0195  VERT ORDER  -  SECOND    CLASS 0
 KW0195
 KW0195.The horizontal coordinates were scaled from a topographic map and have
 KW0195.an estimated accuracy of +/- 6 seconds.
 KW0195
 KW0195.The orthometric height was determined by differential leveling
 KW0195.and adjusted by the National Geodetic Survey in June 1991..
 KW0195
 KW0195.The geoid height was determined by GEOID03.
 KW0195
 KW0195.The dynamic height is computed by dividing the NAVD 88
 KW0195.geopotential number by the normal gravity value computed on the
 KW0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0195.degrees latitude (g = 980.6199 gals.).
 KW0195
 KW0195.The modeled gravity was interpolated from observed gravity values.
 KW0195
 KW0195;                    North         East    Units  Estimated Accuracy
 KW0195;SPC PA S     -   135,030.      743,920.      MT  (+/- 180 meters Scaled)
 KW0195
 KW0195                          SUPERSEDED SURVEY CONTROL
 KW0195
 KW0195  NGVD 29 (??/??/??)  149.732  (m)          491.25   (f) ADJUSTED    2 0
 KW0195
 KW0195.Superseded values are not recommended for survey control.
 KW0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0195.See file dsdata.txt to determine how the superseded data were derived.
 KW0195
 KW0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK109878(NAD 83)
 KW0195_MARKER: DB = BENCH MARK DISK
 KW0195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0195_SP_SET: CON WALL
 KW0195_STAMPING: K 259 1960
 KW0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0195
 KW0195  HISTORY     - Date     Condition        Report By
 KW0195  HISTORY     - 1960     MONUMENTED       CGS
 KW0195
 KW0195                          STATION DESCRIPTION
 KW0195
 KW0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0195'3 MI W FROM HAMBURG.
 KW0195'ABOUT 3.0 MILES WEST ALONG U.S. HIGHWAY 22 FROM THE CENTER OF
 KW0195'THE TRAFFIC INTERCHANGE FORMED BY THE JUNCTION OF U.S. HIGHWAY
 KW0195'122 AND U.S. HIGHWAY 22, SET ON TOP OF THE BACK CONCRETE WALL
 KW0195'OF A 6-FEET LONG STORM SEWER, 20.6 FEET SOUTH OF THE CENTER LINE
 KW0195'OF THE EAST BOUND LANE OF THE HIGHWAY AND ABOUT 1/2 FOOT ABOVE
 KW0195'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2707 ***********************************************************************
 KW2707  DESIGNATION -  K 259 RESET 1977
 KW2707  PID         -  KW2707
 KW2707  STATE/COUNTY-  PA/BERKS
 KW2707  USGS QUAD   -  AUBURN (1983)
 KW2707
 KW2707                         *CURRENT SURVEY CONTROL
 KW2707  ___________________________________________________________________
 KW2707* NAD 83(1986)-  40 32 13.     (N)    076 03 04.     (W)     SCALED    
 KW2707* NAVD 88     -       149.55   (+/-2cm)     490.6    (feet)  VERTCON   
 KW2707  ___________________________________________________________________
 KW2707  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 KW2707
 KW2707  VERT ORDER  -  THIRD (See Below)
 KW2707
 KW2707.The horizontal coordinates were scaled from a topographic map and have
 KW2707.an estimated accuracy of +/- 6 seconds.
 KW2707
 KW2707.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2707.The vertical order pertains to the NGVD 29 superseded value.
 KW2707
 KW2707.The geoid height was determined by GEOID03.
 KW2707
 KW2707;                    North         East    Units  Estimated Accuracy
 KW2707;SPC PA S     -   135,030.      743,920.      MT  (+/- 180 meters Scaled)
 KW2707
 KW2707                          SUPERSEDED SURVEY CONTROL
 KW2707
 KW2707  NGVD 29 (??/??/??)  149.76   (m)          491.3    (f) RESET       3  
 KW2707
 KW2707.Superseded values are not recommended for survey control.
 KW2707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2707.See file dsdata.txt to determine how the superseded data were derived.
 KW2707
 KW2707_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK109878(NAD 83)
 KW2707_MARKER: DB = BENCH MARK DISK
 KW2707_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2707_SP_SET: HEADWALL
 KW2707_STAMPING: K 259 RESET 1977
 KW2707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2707
 KW2707  HISTORY     - Date     Condition        Report By
 KW2707  HISTORY     - 1977     MONUMENTED       NGS
 KW2707
 KW2707                          STATION DESCRIPTION
 KW2707
 KW2707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 KW2707'3 MI W FROM HAMBURG.
 KW2707'LOCATED 3.1 MILES WEST ALONG U.S. HIGHWAY 22 FROM ITS JUNCTION WITH
 KW2707'STATE HIGHWAY 61 IN HAMBURG, IN A HEADWALL ALONG THE NORTH SIDE OF
 KW2707'THE HIGHWAY, IN THE NORTH EDGE 22.7 FEET NORTH OF THE CENTER OF THE
 KW2707'WEST BOUND LANE OF THE HIGHWAY, 2.5 FEET WEST OF THE NORTHEAST
 KW2707'CORNER OF THE HEADWALL 2.2 FEET EAST OF THE NORTHWEST CORNER OF
 KW2707'THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0338 ***********************************************************************
 MA0338  DESIGNATION -  K 26
 MA0338  PID         -  MA0338
 MA0338  STATE/COUNTY-  PA/ELK
 MA0338  USGS QUAD   -  RATHBUN (1986)
 MA0338
 MA0338                         *CURRENT SURVEY CONTROL
 MA0338  ___________________________________________________________________
 MA0338* NAD 83(1986)-  41 29 11.     (N)    078 28 29.     (W)     SCALED    
 MA0338* NAVD 88     -       425.684  (meters)    1396.60   (feet)  ADJUSTED  
 MA0338  ___________________________________________________________________
 MA0338  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 MA0338  DYNAMIC HT  -         425.497 (meters)    1395.98  (feet)  COMP
 MA0338  MODELED GRAV-     980,171.8   (mgal)                       NAVD 88
 MA0338
 MA0338  VERT ORDER  -  SECOND    CLASS 0
 MA0338
 MA0338.The horizontal coordinates were scaled from a topographic map and have
 MA0338.an estimated accuracy of +/- 6 seconds.
 MA0338
 MA0338.The orthometric height was determined by differential leveling
 MA0338.and adjusted by the National Geodetic Survey in June 1991..
 MA0338
 MA0338.The geoid height was determined by GEOID03.
 MA0338
 MA0338.The dynamic height is computed by dividing the NAVD 88
 MA0338.geopotential number by the normal gravity value computed on the
 MA0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0338.degrees latitude (g = 980.6199 gals.).
 MA0338
 MA0338.The modeled gravity was interpolated from observed gravity values.
 MA0338
 MA0338;                    North         East    Units  Estimated Accuracy
 MA0338;SPC PA N     -   146,810.      539,480.      MT  (+/- 180 meters Scaled)
 MA0338
 MA0338                          SUPERSEDED SURVEY CONTROL
 MA0338
 MA0338  NGVD 29 (??/??/92)  425.834  (m)         1397.09   (f) ADJ UNCH    2 0
 MA0338
 MA0338.Superseded values are not recommended for survey control.
 MA0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0338.See file dsdata.txt to determine how the superseded data were derived.
 MA0338
 MA0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF108958(NAD 83)
 MA0338_MARKER: DB = BENCH MARK DISK
 MA0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0338_STAMPING: K 26 1934
 MA0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0338+STABILITY: SURFACE MOTION
 MA0338
 MA0338  HISTORY     - Date     Condition        Report By
 MA0338  HISTORY     - 1934     MONUMENTED       CGS
 MA0338
 MA0338                          STATION DESCRIPTION
 MA0338
 MA0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0338'7 MI E FROM ST MARYS.
 MA0338'7 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM ST. MARYS,
 MA0338'ELK COUNTY, ABOUT 2,280 FEET EAST OF MILEPOST 135, AT A STONE
 MA0338'BOX CULVERT, IN THE TOP OF THE SOUTH END, 16 FEET SOUTH OF THE
 MA0338'CENTER LINE OF THE TRACK, AND ABOUT 7 FEET LOWER THAN THE TOP
 MA0338'OF THE RAIL.  SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2652 ***********************************************************************
 KV2652  DESIGNATION -  K 260 PADH
 KV2652  PID         -  KV2652
 KV2652  STATE/COUNTY-  PA/LEHIGH
 KV2652  USGS QUAD   -  ALLENTOWN WEST (1992)
 KV2652
 KV2652                         *CURRENT SURVEY CONTROL
 KV2652  ___________________________________________________________________
 KV2652* NAD 83(1986)-  40 35 02.     (N)    075 36 11.     (W)     SCALED    
 KV2652* NAVD 88     -       153.824  (meters)     504.67   (feet)  ADJUSTED  
 KV2652  ___________________________________________________________________
 KV2652  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 KV2652  DYNAMIC HT  -         153.747 (meters)     504.42  (feet)  COMP
 KV2652  MODELED GRAV-     980,119.8   (mgal)                       NAVD 88
 KV2652
 KV2652  VERT ORDER  -  SECOND    CLASS 0
 KV2652
 KV2652.The horizontal coordinates were scaled from a topographic map and have
 KV2652.an estimated accuracy of +/- 6 seconds.
 KV2652
 KV2652.The orthometric height was determined by differential leveling
 KV2652.and adjusted by the National Geodetic Survey in June 1991..
 KV2652
 KV2652.The geoid height was determined by GEOID03.
 KV2652
 KV2652.The dynamic height is computed by dividing the NAVD 88
 KV2652.geopotential number by the normal gravity value computed on the
 KV2652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2652.degrees latitude (g = 980.6199 gals.).
 KV2652
 KV2652.The modeled gravity was interpolated from observed gravity values.
 KV2652
 KV2652;                    North         East    Units  Estimated Accuracy
 KV2652;SPC PA S     -   141,070.      781,740.      MT  (+/- 180 meters Scaled)
 KV2652
 KV2652                          SUPERSEDED SURVEY CONTROL
 KV2652
 KV2652  NGVD 29 (??/??/??)  154.029  (m)          505.34   (f) ADJUSTED    2 0
 KV2652
 KV2652.Superseded values are not recommended for survey control.
 KV2652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2652.See file dsdata.txt to determine how the superseded data were derived.
 KV2652
 KV2652_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK489927(NAD 83)
 KV2652_MARKER: DD = SURVEY DISK
 KV2652_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2652_SP_SET: BRIDGE
 KV2652_STAMPING: K 260
 KV2652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2652
 KV2652  HISTORY     - Date     Condition        Report By
 KV2652  HISTORY     - 1960     MONUMENTED       PADH
 KV2652  HISTORY     - 1960     GOOD             CGS
 KV2652
 KV2652                          STATION DESCRIPTION
 KV2652
 KV2652'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2652'1.1 MI E FROM FOGELSVILLE.
 KV2652'1.1 MILES EAST ALONG U.S. HIGHWAY 22 FROM THE FOGELSVILLE
 KV2652'INTERCHANGE AT FOGELSVILLE, SET ON TOP OF THE SOUTHWEST CONCRETE
 KV2652'WINGWALL OF A LARGE U.S. HIGHWAY 22 BRIDGE OVER THE READING
 KV2652'RAILWAY, 22.8 FEET SOUTH OF THE CENTER LINE OF HIGHWAY AND ABOUT
 KV2652'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6693 ***********************************************************************
 KV6693  DESIGNATION -  K 260 RESET
 KV6693  PID         -  KV6693
 KV6693  STATE/COUNTY-  PA/LEHIGH
 KV6693  USGS QUAD   -  ALLENTOWN WEST (1992)
 KV6693
 KV6693                         *CURRENT SURVEY CONTROL
 KV6693  ___________________________________________________________________
 KV6693* NAD 83(1986)-  40 35 04.     (N)    075 36 12.     (W)     SCALED    
 KV6693* NAVD 88     -       146.87   (+/-2cm)     481.9    (feet)  VERTCON   
 KV6693  ___________________________________________________________________
 KV6693  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 KV6693
 KV6693  VERT ORDER  -  THIRD (See Below)
 KV6693
 KV6693.The horizontal coordinates were scaled from a topographic map and have
 KV6693.an estimated accuracy of +/- 6 seconds.
 KV6693
 KV6693.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6693.The vertical order pertains to the NGVD 29 superseded value.
 KV6693
 KV6693.The geoid height was determined by GEOID03.
 KV6693
 KV6693;                    North         East    Units  Estimated Accuracy
 KV6693;SPC PA S     -   141,130.      781,720.      MT  (+/- 180 meters Scaled)
 KV6693
 KV6693                          SUPERSEDED SURVEY CONTROL
 KV6693
 KV6693  NGVD 29 (02/24/03)  147.08   (m)          482.5    (f) RESET       3  
 KV6693
 KV6693.Superseded values are not recommended for survey control.
 KV6693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6693.See file dsdata.txt to determine how the superseded data were derived.
 KV6693
 KV6693_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK489928(NAD 83)
 KV6693_MARKER: DV = VERTICAL CONTROL DISK
 KV6693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6693_SP_SET: CONCRETE POST
 KV6693_STAMPING: K 260 RESET 1987
 KV6693_MARK LOGO: NGS   
 KV6693_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6693+STABILITY: SURFACE MOTION
 KV6693
 KV6693  HISTORY     - Date     Condition        Report By
 KV6693  HISTORY     - 1987     MONUMENTED       PADT
 KV6693
 KV6693                          STATION DESCRIPTION
 KV6693
 KV6693'DESCRIBED BY PA DEPT OF TRANSP 1987
 KV6693'1.1 MILES EAST ALONG INTERSTATE I78 FROM THE FOGELVILLE INTERCHANGE
 KV6693'NORTH OF AND 25 FEET BELOW THE HIGHWAY AT AN OVERPASS OVER A SINGLE
 KV6693'RAILWAY TRACK, 32.2 FEET NORTH OF THE WEST END OF A WINGWALL, 31.9
 KV6693'FEET NORTHWEST OF A 2.0 FOOT IN DIAMETER METAL POWER POLE AND 52.7
 KV6693'FEET WEST OF THE WEST RAIL OF THE RAILWAY TRACK AND ABOUT 3 FEET
 KV6693'ABOVE IT.  THE MARK IS IN THE SOUTHEAST AREA OF THE IRON RUN
 KV6693'INDUSTRIAL PARK ABOUT 375 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 KV6693'COTTER AND COMPANY TRUE VALUE WAREHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0278 ***********************************************************************
 KY0278  DESIGNATION -  K 263
 KY0278  PID         -  KY0278
 KY0278  STATE/COUNTY-  PA/ALLEGHENY
 KY0278  USGS QUAD   -  OAKDALE (1993)
 KY0278
 KY0278                         *CURRENT SURVEY CONTROL
 KY0278  ___________________________________________________________________
 KY0278* NAD 83(1986)-  40 29 48.     (N)    080 13 08.     (W)     SCALED    
 KY0278* NAVD 88     -       350.704  (meters)    1150.60   (feet)  ADJUSTED  
 KY0278  ___________________________________________________________________
 KY0278  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KY0278  DYNAMIC HT  -         350.518 (meters)    1149.99  (feet)  COMP
 KY0278  MODELED GRAV-     980,086.0   (mgal)                       NAVD 88
 KY0278
 KY0278  VERT ORDER  -  SECOND    CLASS 0
 KY0278
 KY0278.The horizontal coordinates were scaled from a topographic map and have
 KY0278.an estimated accuracy of +/- 6 seconds.
 KY0278
 KY0278.The orthometric height was determined by differential leveling
 KY0278.and adjusted by the National Geodetic Survey in June 1991..
 KY0278
 KY0278.The geoid height was determined by GEOID03.
 KY0278
 KY0278.The dynamic height is computed by dividing the NAVD 88
 KY0278.geopotential number by the normal gravity value computed on the
 KY0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0278.degrees latitude (g = 980.6199 gals.).
 KY0278
 KY0278.The modeled gravity was interpolated from observed gravity values.
 KY0278
 KY0278;                    North         East    Units  Estimated Accuracy
 KY0278;SPC PA S     -   132,100.      390,740.      MT  (+/- 180 meters Scaled)
 KY0278
 KY0278                          SUPERSEDED SURVEY CONTROL
 KY0278
 KY0278  NGVD 29 (??/??/92)  350.853  (m)         1151.09   (f) ADJ UNCH    2 0
 KY0278
 KY0278.Superseded values are not recommended for survey control.
 KY0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0278.See file dsdata.txt to determine how the superseded data were derived.
 KY0278
 KY0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE661831(NAD 83)
 KY0278_MARKER: DB = BENCH MARK DISK
 KY0278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0278_SP_SET: DOOR SILL
 KY0278_STAMPING: K 263 1963
 KY0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0278
 KY0278  HISTORY     - Date     Condition        Report By
 KY0278  HISTORY     - 1963     MONUMENTED       CGS
 KY0278  HISTORY     - 1971     GOOD             NGS
 KY0278  HISTORY     - 20040621 MARK NOT FOUND   PADT
 KY0278
 KY0278                          STATION DESCRIPTION
 KY0278
 KY0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 KY0278'AT GREATER PITTSBURGH AIRPORT.
 KY0278'THE MARK IS LOCATED NEAR THE CENTER OF THE PRESENT TERMINAL
 KY0278'BUILDING.  THE BUILDING HAS AN ADDITIONAL WING ADDED TO THE EAST
 KY0278'END.  THE MARK IS SET IN A DRILL HOLE IN THE DOOR SILL OF THE
 KY0278'SECOND DOOR NORTH OF ALLEGHENY LOADING GATE 9B.
 KY0278
 KY0278                          STATION RECOVERY (2004)
 KY0278
 KY0278'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (CAB)
 KY0278'BELIEVED TO BE DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2126 ***********************************************************************
 KW2126  DESIGNATION -  K 264
 KW2126  PID         -  KW2126
 KW2126  STATE/COUNTY-  PA/CUMBERLAND
 KW2126  USGS QUAD   -  PLAINFIELD (1975)
 KW2126
 KW2126                         *CURRENT SURVEY CONTROL
 KW2126  ___________________________________________________________________
 KW2126* NAD 83(1986)-  40 10 03.     (N)    077 17 40.     (W)     SCALED    
 KW2126* NAVD 88     -       173.232  (meters)     568.35   (feet)  ADJUSTED  
 KW2126  ___________________________________________________________________
 KW2126  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KW2126  DYNAMIC HT  -         173.142 (meters)     568.05  (feet)  COMP
 KW2126  MODELED GRAV-     980,101.8   (mgal)                       NAVD 88
 KW2126
 KW2126  VERT ORDER  -  FIRST     CLASS II
 KW2126
 KW2126.The horizontal coordinates were scaled from a topographic map and have
 KW2126.an estimated accuracy of +/- 6 seconds.
 KW2126
 KW2126.The orthometric height was determined by differential leveling
 KW2126.and adjusted by the National Geodetic Survey in June 1991..
 KW2126
 KW2126.The geoid height was determined by GEOID03.
 KW2126
 KW2126.The dynamic height is computed by dividing the NAVD 88
 KW2126.geopotential number by the normal gravity value computed on the
 KW2126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2126.degrees latitude (g = 980.6199 gals.).
 KW2126
 KW2126.The modeled gravity was interpolated from observed gravity values.
 KW2126
 KW2126;                    North         East    Units  Estimated Accuracy
 KW2126;SPC PA S     -    92,720.      638,810.      MT  (+/- 180 meters Scaled)
 KW2126
 KW2126                          SUPERSEDED SURVEY CONTROL
 KW2126
 KW2126  NGVD 29 (??/??/??)  173.444  (m)          569.04   (f) ADJUSTED    1 2
 KW2126
 KW2126.Superseded values are not recommended for survey control.
 KW2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2126.See file dsdata.txt to determine how the superseded data were derived.
 KW2126
 KW2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK046488(NAD 83)
 KW2126_MARKER: DB = BENCH MARK DISK
 KW2126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2126_SP_SET: CULVERT
 KW2126_STAMPING: K 264 1960
 KW2126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2126+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2006
 KW2126
 KW2126  HISTORY     - Date     Condition        Report By
 KW2126  HISTORY     - 1960     MONUMENTED       CGS
 KW2126  HISTORY     - 1979     GOOD             NGS
 KW2126  HISTORY     - 20040305 GOOD             RETTEW
 KW2126  HISTORY     - 20060818 GOOD             GEOCAC
 KW2126
 KW2126                          STATION DESCRIPTION
 KW2126
 KW2126'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2126'3.6 MI NE FROM NEWVILLE.
 KW2126'ABOUT 3.6 MILES NORTHEAST OF THE JUNCTIONS OF STATE HIGHWAY 233
 KW2126'AND U.S. HIGHWAY 11, WHICH IS ABOUT 2.7 MILES SOUTHEAST OF
 KW2126'NEWVILLE, 138 FEET SOUTHWEST OF A RED BRICK HOUSE, 63 FEET
 KW2126'NORTH-NORTHEAST OF POWER LINE POLE NO. 30644, 19.6 FEET
 KW2126'NORTH-NORTHWEST OF U.S. HIGHWAY 11, 5 FEET SOUTHWEST OF A WOODEN
 KW2126'FENCE CORNER.  IT IS SET IN THE TOP OF A L-SHAPED CULVERT
 KW2126'WHICH IS 4 INCHES ABOVE THE LEVEL OF THE HIGHWAY.
 KW2126
 KW2126                          STATION RECOVERY (1979)
 KW2126
 KW2126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2126'NOTE--POWER POLE MEASUREMENT IS NOW 7.5 FEET SOUTHWEST AND OMIT
 KW2126'WOODEN FENCE CORNER MEASUREMENT.  MARK IS GOOD BUT HEADWALL
 KW2126'IS STARTING TO CRUMBLE.
 KW2126
 KW2126                          STATION RECOVERY (2004)
 KW2126
 KW2126'RECOVERY NOTE BY RETTEW ASSOCIATES 2004 (MDK)
 KW2126'MARK FOUND IN GOOD CONDITION.  HEADWALL IS BEGINNING TO CRUMBLE.  MARK
 KW2126'IS FOUND ON NORTHWEST SIDE OF U.S. HIGHWAY 11, 350' SOUTH OF
 KW2126'INTERSECTION WITH MOOREDALE ROAD(T-466).  UTILITY POLE NUMBER PPL
 KW2126'12722 S30428.
 KW2126
 KW2126                          STATION RECOVERY (2006)
 KW2126
 KW2126'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0132 ***********************************************************************
 JW0132  DESIGNATION -  K 265
 JW0132  PID         -  JW0132
 JW0132  STATE/COUNTY-  PA/FULTON
 JW0132  USGS QUAD   -  BREEZEWOOD (1982)
 JW0132
 JW0132                         *CURRENT SURVEY CONTROL
 JW0132  ___________________________________________________________________
 JW0132* NAD 83(1986)-  39 53 07.     (N)    078 14 42.     (W)     SCALED    
 JW0132* NAVD 88     -       530.539  (meters)    1740.61   (feet)  ADJUSTED  
 JW0132  ___________________________________________________________________
 JW0132  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 JW0132  DYNAMIC HT  -         530.230 (meters)    1739.60  (feet)  COMP
 JW0132  MODELED GRAV-     980,026.6   (mgal)                       NAVD 88
 JW0132
 JW0132  VERT ORDER  -  SECOND    CLASS 0
 JW0132
 JW0132.The horizontal coordinates were scaled from a topographic map and have
 JW0132.an estimated accuracy of +/- 6 seconds.
 JW0132
 JW0132.The orthometric height was determined by differential leveling
 JW0132.and adjusted by the National Geodetic Survey in June 1991..
 JW0132
 JW0132.The geoid height was determined by GEOID03.
 JW0132
 JW0132.The dynamic height is computed by dividing the NAVD 88
 JW0132.geopotential number by the normal gravity value computed on the
 JW0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0132.degrees latitude (g = 980.6199 gals.).
 JW0132
 JW0132.The modeled gravity was interpolated from observed gravity values.
 JW0132
 JW0132;                    North         East    Units  Estimated Accuracy
 JW0132;SPC PA S     -    61,400.      557,660.      MT  (+/- 180 meters Scaled)
 JW0132
 JW0132                          SUPERSEDED SURVEY CONTROL
 JW0132
 JW0132  NGVD 29 (??/??/92)  530.720  (m)         1741.20   (f) ADJ UNCH    2 0
 JW0132
 JW0132.Superseded values are not recommended for survey control.
 JW0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0132.See file dsdata.txt to determine how the superseded data were derived.
 JW0132
 JW0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE355186(NAD 83)
 JW0132_MARKER: DB = BENCH MARK DISK
 JW0132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0132_SP_SET: CULVERT
 JW0132_STAMPING: K 265 1960
 JW0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0132
 JW0132  HISTORY     - Date     Condition        Report By
 JW0132  HISTORY     - 1960     MONUMENTED       CGS
 JW0132
 JW0132                          STATION DESCRIPTION
 JW0132
 JW0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JW0132'8.8 MI S FROM BREEZEWOOD.
 JW0132'ABOUT 8.75 MILE SOUTH ALONG STATE HY. 126 FROM THE JUNCTION
 JW0132'OF U.S. HY 30 AND STATE HY. 126 IN BREEZEWOOD, STANDARD BENCH
 JW0132'MARK DISK DRILLED IN HORIZONTAL IN CONCRETE CULVERT, 24 FEET
 JW0132'WEST OF THE CENTERLINE OF HY. 126 90 FEET WEST OF NORTH WEST
 JW0132'CORNER OF FISCHERS RESTAURANT, 12 FEET NORTH OF HIGHWAY (NO SIGN).
 JW0132'NOTE-- THIS BM IS LOCATED AT THE CREST OF TOWN HILL MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3294 ***********************************************************************
 JV3294  DESIGNATION -  K 265 X
 JV3294  PID         -  JV3294
 JV3294  STATE/COUNTY-  PA/FRANKLIN
 JV3294  USGS QUAD   -  CHAMBERSBURG (1990)
 JV3294
 JV3294                         *CURRENT SURVEY CONTROL
 JV3294  ___________________________________________________________________
 JV3294* NAD 83(1986)-  39 54 05.     (N)    077 39 37.     (W)     SCALED    
 JV3294* NAVD 88     -       194.781  (meters)     639.04   (feet)  ADJUSTED  
 JV3294  ___________________________________________________________________
 JV3294  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 JV3294  DYNAMIC HT  -         194.669 (meters)     638.68  (feet)  COMP
 JV3294  MODELED GRAV-     980,047.0   (mgal)                       NAVD 88
 JV3294
 JV3294  VERT ORDER  -  SECOND    CLASS 0
 JV3294
 JV3294.The horizontal coordinates were scaled from a topographic map and have
 JV3294.an estimated accuracy of +/- 6 seconds.
 JV3294
 JV3294.The orthometric height was determined by differential leveling
 JV3294.and adjusted by the National Geodetic Survey in June 1991..
 JV3294
 JV3294.The geoid height was determined by GEOID03.
 JV3294
 JV3294.The dynamic height is computed by dividing the NAVD 88
 JV3294.geopotential number by the normal gravity value computed on the
 JV3294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3294.degrees latitude (g = 980.6199 gals.).
 JV3294
 JV3294.The modeled gravity was interpolated from observed gravity values.
 JV3294
 JV3294;                    North         East    Units  Estimated Accuracy
 JV3294;SPC PA S     -    63,080.      607,670.      MT  (+/- 180 meters Scaled)
 JV3294
 JV3294                          SUPERSEDED SURVEY CONTROL
 JV3294
 JV3294  NGVD 29 (??/??/??)  194.959  (m)          639.63   (f) ADJUSTED    2 0
 JV3294
 JV3294.Superseded values are not recommended for survey control.
 JV3294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3294.See file dsdata.txt to determine how the superseded data were derived.
 JV3294
 JV3294_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK725202(NAD 83)
 JV3294_MARKER: DB = BENCH MARK DISK
 JV3294_SETTING: 0 = UNSPECIFIED SETTING
 JV3294_STAMPING: K 265X 1960
 JV3294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV3294
 JV3294  HISTORY     - Date     Condition        Report By
 JV3294  HISTORY     - 1960     MONUMENTED       CGS
 JV3294  HISTORY     - 1979     MARK NOT FOUND   NGS
 JV3294
 JV3294                          STATION DESCRIPTION
 JV3294
 JV3294'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JV3294'1.6 MI SW FROM CHAMBERSBURG.
 JV3294'ABOUT 0.6 MILE SOUTH ALONG WAYNE AVE. FROM THE JUNCTION OF WAYNE
 JV3294'AVE. AND STOUFFER AVE. SOUTHWEST OF CHAMBERSBURG TO CROSSROADS,
 JV3294'THENCE RIGHT FOR 1.0 MILE TO BM, 18 FEET SOUTHEAST OF THE
 JV3294'CENTERLINE OF THE ROAD, 22 FEET NORTHEAST OF TELEPHONE POLE
 JV3294'NO. 19 1/2, 5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FIELD,
 JV3294'6 FEET NORTHEAST OF THE CENTERLINE OF TRACK ROAD, STANDARD
 JV3294'BENCH MARK DISK.
 JV3294
 JV3294                          STATION RECOVERY (1979)
 JV3294
 JV3294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV3294'NOTE--SEARCH MADE BUT APPARENTLY THE ROADS HAVE BEEN
 JV3294'REROUTED FOR INTERSTATE 81.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3319 ***********************************************************************
 JV3319  DESIGNATION -  K 266
 JV3319  PID         -  JV3319
 JV3319  STATE/COUNTY-  PA/FRANKLIN
 JV3319  USGS QUAD   -  HAGERSTOWN (1985)
 JV3319
 JV3319                         *CURRENT SURVEY CONTROL
 JV3319  ___________________________________________________________________
 JV3319* NAD 83(1986)-  39 44 14.     (N)    077 43 33.     (W)     SCALED    
 JV3319* NAVD 88     -       199.857  (meters)     655.70   (feet)  ADJUSTED  
 JV3319  ___________________________________________________________________
 JV3319  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 JV3319  DYNAMIC HT  -         199.740 (meters)     655.31  (feet)  COMP
 JV3319  MODELED GRAV-     980,039.9   (mgal)                       NAVD 88
 JV3319
 JV3319  VERT ORDER  -  FIRST     CLASS II
 JV3319
 JV3319.The horizontal coordinates were scaled from a topographic map and have
 JV3319.an estimated accuracy of +/- 6 seconds.
 JV3319
 JV3319.The orthometric height was determined by differential leveling
 JV3319.and adjusted by the National Geodetic Survey in June 1991..
 JV3319
 JV3319.The geoid height was determined by GEOID03.
 JV3319
 JV3319.The dynamic height is computed by dividing the NAVD 88
 JV3319.geopotential number by the normal gravity value computed on the
 JV3319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3319.degrees latitude (g = 980.6199 gals.).
 JV3319
 JV3319.The modeled gravity was interpolated from observed gravity values.
 JV3319
 JV3319;                    North         East    Units  Estimated Accuracy
 JV3319;SPC PA S     -    44,850.      602,070.      MT  (+/- 180 meters Scaled)
 JV3319
 JV3319                          SUPERSEDED SURVEY CONTROL
 JV3319
 JV3319  NGVD 29 (??/??/??)  200.041  (m)          656.30   (f) ADJUSTED    1 2
 JV3319
 JV3319.Superseded values are not recommended for survey control.
 JV3319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3319.See file dsdata.txt to determine how the superseded data were derived.
 JV3319
 JV3319_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK664021(NAD 83)
 JV3319_MARKER: DB = BENCH MARK DISK
 JV3319_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JV3319_SP_SET: UNSPECIFIED ROCK
 JV3319_STAMPING: K 266 1960
 JV3319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3319
 JV3319  HISTORY     - Date     Condition        Report By
 JV3319  HISTORY     - 1960     MONUMENTED       CGS
 JV3319  HISTORY     - 1979     GOOD             NGS
 JV3319
 JV3319                          STATION DESCRIPTION
 JV3319
 JV3319'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JV3319'3.9 MI S FROM GREENCASTLE.
 JV3319'ABOUT 2.6 MILE SOUTH ALONG U.S. 11 FROM THE JUNCTION OF
 JV3319'STATE HY. 16 AND U.S. 11 IN GREENCASTLE TO AN OVERHEAD BRIDGE
 JV3319'OVER INTERSTATE HY. 81, THENCE CONTINUE ON U.S. 11 FOR 1.3
 JV3319'MILE TO BM, STANDARD BENCH MARK DISK DRILLED IN HORIZONTAL IN
 JV3319'A LARGE ROCK, 34 FEET WEST OF THE CENTERLINE OF U.S. 11, 4 FEET
 JV3319'WEST OF BARBED WIRE FENCE, 43 FEET NORTH WEST OF TELEPHONE
 JV3319'POLE NO. 107, WEST ACROSS THE ROAD FROM THE HOME OF MR. AMOS
 JV3319'E. HYKES.
 JV3319
 JV3319                          STATION RECOVERY (1979)
 JV3319
 JV3319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV3319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1635 ***********************************************************************
 KV1635  DESIGNATION -  K 267 PADH
 KV1635  PID         -  KV1635
 KV1635  STATE/COUNTY-  PA/LEHIGH
 KV1635  USGS QUAD   -  CATASAUQUA (1992)
 KV1635
 KV1635                         *CURRENT SURVEY CONTROL
 KV1635  ___________________________________________________________________
 KV1635* NAD 83(1986)-  40 37 34.     (N)    075 28 59.     (W)     SCALED    
 KV1635* NAVD 88     -        95.147  (meters)     312.16   (feet)  ADJUSTED  
 KV1635  ___________________________________________________________________
 KV1635  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 KV1635  DYNAMIC HT  -          95.101 (meters)     312.01  (feet)  COMP
 KV1635  MODELED GRAV-     980,137.3   (mgal)                       NAVD 88
 KV1635
 KV1635  VERT ORDER  -  SECOND    CLASS 0
 KV1635
 KV1635.The horizontal coordinates were scaled from a topographic map and have
 KV1635.an estimated accuracy of +/- 6 seconds.
 KV1635
 KV1635.The orthometric height was determined by differential leveling
 KV1635.and adjusted by the National Geodetic Survey in June 1991..
 KV1635
 KV1635.The geoid height was determined by GEOID03.
 KV1635
 KV1635.The dynamic height is computed by dividing the NAVD 88
 KV1635.geopotential number by the normal gravity value computed on the
 KV1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1635.degrees latitude (g = 980.6199 gals.).
 KV1635
 KV1635.The modeled gravity was interpolated from observed gravity values.
 KV1635
 KV1635;                    North         East    Units  Estimated Accuracy
 KV1635;SPC PA S     -   146,010.      791,780.      MT  (+/- 180 meters Scaled)
 KV1635
 KV1635                          SUPERSEDED SURVEY CONTROL
 KV1635
 KV1635  NGVD 29 (??/??/??)   95.361  (m)          312.86   (f) ADJUSTED    2 0
 KV1635
 KV1635.Superseded values are not recommended for survey control.
 KV1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1635.See file dsdata.txt to determine how the superseded data were derived.
 KV1635
 KV1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK591973(NAD 83)
 KV1635_MARKER: DD = SURVEY DISK
 KV1635_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1635_SP_SET: CURB
 KV1635_STAMPING: K 267
 KV1635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1635
 KV1635  HISTORY     - Date     Condition        Report By
 KV1635  HISTORY     - 1960     MONUMENTED       PADH
 KV1635  HISTORY     - 1960     GOOD             CGS
 KV1635  HISTORY     - 1984     GOOD             USPSQD
 KV1635  HISTORY     - 19950408 GOOD             USPSQD
 KV1635
 KV1635                          STATION DESCRIPTION
 KV1635
 KV1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV1635'AT ALLENTOWN.
 KV1635'AT ALLENTOWN, AT THE INTERCHANGE FORMED BY U.S. HIGHWAY 22, STATE
 KV1635'HIGHWAY 145 AND SEVENTH STREET, ON TOP OF THE SOUTH END OF THE
 KV1635'EAST CONCRETE CURB OF THE LARGE STATE HIGHWAY 145 BRIDGE OVER U.S.
 KV1635'HIGHWAY 22, 31 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 145,
 KV1635'0.4 FOOT NORTH OF THE SOUTH END OF THE CURB AND ABOUT 0.6 FOOT
 KV1635'ABOVE THE LEVEL OF THE HIGHWAY.
 KV1635
 KV1635                          STATION RECOVERY (1984)
 KV1635
 KV1635'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV1635'RECOVERED IN GOOD CONDITION.
 KV1635
 KV1635                          STATION RECOVERY (1995)
 KV1635
 KV1635'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1747 ***********************************************************************
 KV1747  DESIGNATION -  K 268
 KV1747  PID         -  KV1747
 KV1747  STATE/COUNTY-  PA/LEHIGH
 KV1747  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV1747
 KV1747                         *CURRENT SURVEY CONTROL
 KV1747  ___________________________________________________________________
 KV1747* NAD 83(1986)-  40 33 03.     (N)    075 23 40.     (W)     SCALED    
 KV1747* NAVD 88     -       109.997  (meters)     360.88   (feet)  ADJUSTED  
 KV1747  ___________________________________________________________________
 KV1747  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 KV1747  DYNAMIC HT  -         109.942 (meters)     360.70  (feet)  COMP
 KV1747  MODELED GRAV-     980,128.2   (mgal)                       NAVD 88
 KV1747
 KV1747  VERT ORDER  -  SECOND    CLASS 0
 KV1747
 KV1747.The horizontal coordinates were scaled from a topographic map and have
 KV1747.an estimated accuracy of +/- 6 seconds.
 KV1747
 KV1747.The orthometric height was determined by differential leveling
 KV1747.and adjusted by the National Geodetic Survey in June 1991..
 KV1747
 KV1747.The geoid height was determined by GEOID03.
 KV1747
 KV1747.The dynamic height is computed by dividing the NAVD 88
 KV1747.geopotential number by the normal gravity value computed on the
 KV1747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1747.degrees latitude (g = 980.6199 gals.).
 KV1747
 KV1747.The modeled gravity was interpolated from observed gravity values.
 KV1747
 KV1747;                    North         East    Units  Estimated Accuracy
 KV1747;SPC PA S     -   137,850.      799,490.      MT  (+/- 180 meters Scaled)
 KV1747
 KV1747                          SUPERSEDED SURVEY CONTROL
 KV1747
 KV1747  NGVD 29 (??/??/??)  110.214  (m)          361.59   (f) ADJUSTED    2 0
 KV1747
 KV1747.Superseded values are not recommended for survey control.
 KV1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1747.See file dsdata.txt to determine how the superseded data were derived.
 KV1747
 KV1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK666889(NAD 83)
 KV1747_MARKER: DD = SURVEY DISK
 KV1747_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 KV1747_SP_SET: BRIDGE WINGWALL
 KV1747_STAMPING: K 268 PDH
 KV1747_MARK LOGO: PADH  
 KV1747_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1747+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004
 KV1747
 KV1747  HISTORY     - Date     Condition        Report By
 KV1747  HISTORY     - 1960     MONUMENTED       PADH
 KV1747  HISTORY     - 1960     GOOD             CGS
 KV1747  HISTORY     - 1964     GOOD             CGS
 KV1747  HISTORY     - 19910710 GOOD             USPSQD
 KV1747  HISTORY     - 19930623 GOOD             PADT
 KV1747  HISTORY     - 19991209 GOOD             USPSQD
 KV1747  HISTORY     - 20040504 GOOD             INDIV
 KV1747
 KV1747                          STATION DESCRIPTION
 KV1747
 KV1747'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV1747'1 MI S FROM FRIENDSVILLE.
 KV1747'1.0 MILE SOUTH ALONG STATE HIGHWAY 191 FROM THE JUNCTION OF STATE
 KV1747'HIGHWAY 191 WITH COUNTY HIGHWAY 39002 AT THE SOUTHEAST EDGE OF
 KV1747'FRIENDSVILLE, 24.0 FEET WEST OF THE CENTERLNE OF STATE HIGHWAY
 KV1747'191 AND 6 INCHES NORTH OF THE SOUTH END OF THE WEST CONCRETE
 KV1747'BANISTER.  SET IN TOP OF THE SOUTHWEST CONCRETE WINGWALL OF A 75.0
 KV1747'FOOT WIDE CONCRETE BRIDGE OF STATE HIGHWAY 191 OVER SAUCON RUN
 KV1747'CREEK AND IS ABOUT THE SAME LEVEL OF THE SURFACE OF THE HIGHWAY.
 KV1747
 KV1747                          STATION RECOVERY (1964)
 KV1747
 KV1747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV1747'RECOVERED IN GOOD CONDITION.
 KV1747
 KV1747                          STATION RECOVERY (1991)
 KV1747
 KV1747'RECOVERY NOTE BY US POWER SQUADRON 1991 (NS)
 KV1747'RECOVERED IN GOOD CONDITION.
 KV1747
 KV1747                          STATION RECOVERY (1993)
 KV1747
 KV1747'RECOVERY NOTE BY PA DEPT OF TRANSP 1993
 KV1747'RECOVERED IN GOOD CONDITION.
 KV1747
 KV1747                          STATION RECOVERY (1999)
 KV1747
 KV1747'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV1747'RECOVERED IN GOOD CONDITION.
 KV1747
 KV1747                          STATION RECOVERY (2004)
 KV1747
 KV1747'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (EEB)
 KV1747'SURVEYED WITH GPS FROM AN 8 HOUR OPUS POINT
 KV1747'40 33'02.77014N
 KV1747'75 23'39.85572W
 KV1747'247.919SFT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1675 ***********************************************************************
 KV1675  DESIGNATION -  K 269
 KV1675  PID         -  KV1675
 KV1675  STATE/COUNTY-  PA/NORTHAMPTON
 KV1675  USGS QUAD   -  NAZARETH (1992)
 KV1675
 KV1675                         *CURRENT SURVEY CONTROL
 KV1675  ___________________________________________________________________
 KV1675* NAD 83(1986)-  40 39 16.     (N)    075 17 06.     (W)     SCALED    
 KV1675* NAVD 88     -       114.647  (meters)     376.14   (feet)  ADJUSTED  
 KV1675  ___________________________________________________________________
 KV1675  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KV1675  DYNAMIC HT  -         114.591 (meters)     375.95  (feet)  COMP
 KV1675  MODELED GRAV-     980,136.3   (mgal)                       NAVD 88
 KV1675
 KV1675  VERT ORDER  -  FIRST     CLASS II
 KV1675
 KV1675.The horizontal coordinates were scaled from a topographic map and have
 KV1675.an estimated accuracy of +/- 6 seconds.
 KV1675
 KV1675.The orthometric height was determined by differential leveling
 KV1675.and adjusted by the National Geodetic Survey in June 1991..
 KV1675
 KV1675.The geoid height was determined by GEOID03.
 KV1675
 KV1675.The dynamic height is computed by dividing the NAVD 88
 KV1675.geopotential number by the normal gravity value computed on the
 KV1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1675.degrees latitude (g = 980.6199 gals.).
 KV1675
 KV1675.The modeled gravity was interpolated from observed gravity values.
 KV1675
 KV1675;                    North         East    Units  Estimated Accuracy
 KV1675;SPC PA S     -   149,600.      808,440.      MT  (+/- 180 meters Scaled)
 KV1675
 KV1675                          SUPERSEDED SURVEY CONTROL
 KV1675
 KV1675  NGVD 29 (??/??/??)  114.845  (m)          376.79   (f) ADJUSTED    1 2
 KV1675
 KV1675.Superseded values are not recommended for survey control.
 KV1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1675.See file dsdata.txt to determine how the superseded data were derived.
 KV1675
 KV1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL759004(NAD 83)
 KV1675_MARKER: DB = BENCH MARK DISK
 KV1675_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1675_SP_SET: CULVERT
 KV1675_STAMPING: K 269 1960
 KV1675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1675
 KV1675  HISTORY     - Date     Condition        Report By
 KV1675  HISTORY     - 1960     MONUMENTED       CGS
 KV1675  HISTORY     - 1961     GOOD             CGS
 KV1675  HISTORY     - 1979     GOOD             NGS
 KV1675  HISTORY     - 1984     GOOD             USPSQD
 KV1675  HISTORY     - 19940425 GOOD             USPSQD
 KV1675  HISTORY     - 19950408 GOOD             USPSQD
 KV1675  HISTORY     - 20010425 GOOD             INDIV
 KV1675
 KV1675                          STATION DESCRIPTION
 KV1675
 KV1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV1675'10.8 MI SW FROM EASTON.
 KV1675'6.6 MILE WEST ALONG U.S. HY. 22 FROM WHERE HY. 22 GOES OVER 3RD.
 KV1675'ST. IN EASTON THENCE 1.15 MILE SOUTH ALONG GREEN POND RD. THENCE
 KV1675'0.2 MILE WEST ON WM. PENN HY. THENCE 1.35 MILE SOUTH ALONG
 KV1675'FARMERSVILLE RD. THENCE 1.5 MILE EAST ON ALT. U.S. 22, SET AT
 KV1675'THE JUNCTION OF HOPEVILLE RD. AND ALT 22, SET IN TOP OF THE WEST
 KV1675'END OF NORTH HEADWALL OF AN 18 INCH PIPE CULVERT UNDER ALT. 22,
 KV1675'14.5 FEET NORTH OF THE CENTERLINE OF ALT. U.S. 22, 45 FEET NORTH
 KV1675'WEST OF THE CENTER OF THE T JUNCTION, 51 FEET NORTH OF POWER POLE
 KV1675'NO. B 2615, 91 FEET WEST-SOUTH WEST OF POWER POLE NO. IT 74,
 KV1675'STANDARD BENCH MARK DISK DRILLED IN HORIZONTAL ABOUT LEVEL WITH
 KV1675'THE HIGHWAY, STAMPED K 269 1960.  NOTE-- 0.6 MILE WEST ALONG WM.
 KV1675'PENN HY. FROM THE FARMERSVILLE AND MILLER HEIGHTS ELEM. SCHOOL
 KV1675'IN FARMERSVILLE THENCE 1.35 MILE SOUTH ON FARMERSVILLE RD. THENCE
 KV1675'1.5 MILE EAST ON ALT. U.S. 22.
 KV1675
 KV1675                          STATION RECOVERY (1979)
 KV1675
 KV1675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV1675'RECOVERED IN GOOD CONDITION.
 KV1675
 KV1675                          STATION RECOVERY (1984)
 KV1675
 KV1675'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV1675'RECOVERED IN GOOD CONDITION.
 KV1675
 KV1675                          STATION RECOVERY (1994)
 KV1675
 KV1675'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1675'RECOVERED IN GOOD CONDITION.
 KV1675
 KV1675                          STATION RECOVERY (1995)
 KV1675
 KV1675'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1675'RECOVERED IN GOOD CONDITION.
 KV1675
 KV1675                          STATION RECOVERY (2001)
 KV1675
 KV1675'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (MTE)
 KV1675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0852 ***********************************************************************
 JU0852  DESIGNATION -  K 270 PADH
 JU0852  PID         -  JU0852
 JU0852  STATE/COUNTY-  PA/DELAWARE
 JU0852  USGS QUAD   -  LANSDOWNE (1994)
 JU0852
 JU0852                         *CURRENT SURVEY CONTROL
 JU0852  ___________________________________________________________________
 JU0852* NAD 83(1986)-  39 55 05.     (N)    075 20 57.     (W)     SCALED    
 JU0852* NAVD 88     -        48.872  (meters)     160.34   (feet)  ADJUSTED  
 JU0852  ___________________________________________________________________
 JU0852  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 JU0852  DYNAMIC HT  -          48.850 (meters)     160.27  (feet)  COMP
 JU0852  MODELED GRAV-     980,169.1   (mgal)                       NAVD 88
 JU0852
 JU0852  VERT ORDER  -  SECOND    CLASS 0
 JU0852
 JU0852.The horizontal coordinates were scaled from a topographic map and have
 JU0852.an estimated accuracy of +/- 6 seconds.
 JU0852
 JU0852.The orthometric height was determined by differential leveling
 JU0852.and adjusted by the National Geodetic Survey in June 1991..
 JU0852
 JU0852.The geoid height was determined by GEOID03.
 JU0852
 JU0852.The dynamic height is computed by dividing the NAVD 88
 JU0852.geopotential number by the normal gravity value computed on the
 JU0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0852.degrees latitude (g = 980.6199 gals.).
 JU0852
 JU0852.The modeled gravity was interpolated from observed gravity values.
 JU0852
 JU0852;                    North         East    Units  Estimated Accuracy
 JU0852;SPC PA S     -    67,710.      805,240.      MT  (+/- 180 meters Scaled)
 JU0852
 JU0852                          SUPERSEDED SURVEY CONTROL
 JU0852
 JU0852  NGVD 29 (??/??/??)   49.213  (m)          161.46   (f) ADJUSTED    2 0
 JU0852
 JU0852.Superseded values are not recommended for survey control.
 JU0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0852.See file dsdata.txt to determine how the superseded data were derived.
 JU0852
 JU0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK701187(NAD 83)
 JU0852_MARKER: DD = SURVEY DISK
 JU0852_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0852_SP_SET: ABUTMENT
 JU0852_STAMPING: K 270 1961
 JU0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0852
 JU0852  HISTORY     - Date     Condition        Report By
 JU0852  HISTORY     - 1961     MONUMENTED       PADH
 JU0852  HISTORY     - 1961     GOOD             CGS
 JU0852  HISTORY     - 1984     GOOD             USPSQD
 JU0852  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 JU0852  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 JU0852
 JU0852                          STATION DESCRIPTION
 JU0852
 JU0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0852'1.2 MI N FROM SWARTHMORE.
 JU0852'1.25 MILE NORTH ALONG STATE HY 320 FROM THE SWARTHMORE RAILROAD
 JU0852'STATION IN SWARTHMORE, DRILLED IN HORIZONTAL IN THE SOUTH EAST
 JU0852'END OF THE SOUTH WEST ABUTMENT FOR STATE HY. 320 BRIDGE OVER
 JU0852'RAILROAD (PHILADELPHIA SUBURBAN R.R.), 21 FEET SOUTH EAST OF THE
 JU0852'CENTERLINE OF W. SPROUL RD. (HY. 320), JUST ACROSS HIGHWAY FROM
 JU0852'STEPS LEADING DOWN TO TRACK FOR TRAIN PASSENGERS.  PENNSYLVANIA
 JU0852'DEPARTMENT OF HIGHWAYS DISK DRILLED IN HORIZONTAL STAMPED K 270 1961
 JU0852
 JU0852                          STATION RECOVERY (1984)
 JU0852
 JU0852'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0852'MARK IS SET JUST BEHIND CONCRETE RAIL ON TOP OF RAIL BASE.
 JU0852
 JU0852                          STATION RECOVERY (1987)
 JU0852
 JU0852'RECOVERY NOTE BY US POWER SQUADRON 1987 (REM)
 JU0852'MARK NOT FOUND.
 JU0852
 JU0852                          STATION RECOVERY (1988)
 JU0852
 JU0852'RECOVERY NOTE BY US POWER SQUADRON 1988 (JSS)
 JU0852'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0100 ***********************************************************************
 MB0100  DESIGNATION -  K 271
 MB0100  PID         -  MB0100
 MB0100  STATE/COUNTY-  PA/CRAWFORD
 MB0100  USGS QUAD   -  MEADVILLE (1990)
 MB0100
 MB0100                         *CURRENT SURVEY CONTROL
 MB0100  ___________________________________________________________________
 MB0100* NAD 83(1986)-  41 41 35.     (N)    080 11 37.     (W)     SCALED    
 MB0100* NAVD 88     -       371.401  (meters)    1218.50   (feet)  ADJUSTED  
 MB0100  ___________________________________________________________________
 MB0100  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 MB0100  DYNAMIC HT  -         371.249 (meters)    1218.01  (feet)  COMP
 MB0100  MODELED GRAV-     980,203.2   (mgal)                       NAVD 88
 MB0100
 MB0100  VERT ORDER  -  SECOND    CLASS 0
 MB0100
 MB0100.The horizontal coordinates were scaled from a topographic map and have
 MB0100.an estimated accuracy of +/- 6 seconds.
 MB0100
 MB0100.The orthometric height was determined by differential leveling
 MB0100.and adjusted by the National Geodetic Survey in June 1991..
 MB0100
 MB0100.The geoid height was determined by GEOID03.
 MB0100
 MB0100.The dynamic height is computed by dividing the NAVD 88
 MB0100.geopotential number by the normal gravity value computed on the
 MB0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0100.degrees latitude (g = 980.6199 gals.).
 MB0100
 MB0100.The modeled gravity was interpolated from observed gravity values.
 MB0100
 MB0100;                    North         East    Units  Estimated Accuracy
 MB0100;SPC PA N     -   172,380.      396,610.      MT  (+/- 180 meters Scaled)
 MB0100
 MB0100                          SUPERSEDED SURVEY CONTROL
 MB0100
 MB0100  NGVD 29 (??/??/92)  371.569  (m)         1219.06   (f) ADJ UNCH    2 0
 MB0100
 MB0100.Superseded values are not recommended for survey control.
 MB0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0100.See file dsdata.txt to determine how the superseded data were derived.
 MB0100
 MB0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG671160(NAD 83)
 MB0100_MARKER: DB = BENCH MARK DISK
 MB0100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0100_SP_SET: CULVERT
 MB0100_STAMPING: K 271 1961
 MB0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0100
 MB0100  HISTORY     - Date     Condition        Report By
 MB0100  HISTORY     - 1961     MONUMENTED       CGS
 MB0100
 MB0100                          STATION DESCRIPTION
 MB0100
 MB0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0100'4 MI SW FROM SAEGERTOWN.
 MB0100'ABOUT 0.2 MILE NORTH ALONG U.S. HIGHWAY 19 FROM THE POSTOFFICE
 MB0100'IN SAEGERTOWN, THENCE WEST ALONG COUNTY HIGHWAY 20054 FOR 2.4
 MB0100'MILES, THENCE 2.4 SOUTH ALONG TOWNSHIP ROAD 520 TO THE INTERSECTION
 MB0100'OF COUNTY HIGHWAY 20053, THENCE SOUTH ALONG COUNTY HIGHWAY 20053
 MB0100'FOR 0.15 MILE, 74.0 FEET SOUTH OF THE CENTER OF A GRAVELED
 MB0100'DRIVEWAY, 50.6 FEET NORTH OF A POWERLINE POLE, 11.6 FEET WEST OF
 MB0100'THE CENTERLINE OF COUNTY HIGHWAY 20053.  SET IN THE TOP OF THE
 MB0100'NORTHWEST WINGWALL OF A 6.0 FOOT BOX CONCRETE CULVERT OVER A SMALL
 MB0100'STREAM AND IS ABOUT 0.6 INCHES BELOW THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0145 ***********************************************************************
 MB0145  DESIGNATION -  K 272
 MB0145  PID         -  MB0145
 MB0145  STATE/COUNTY-  PA/ERIE
 MB0145  USGS QUAD   -  EDINBORO NORTH (1977)
 MB0145
 MB0145                         *CURRENT SURVEY CONTROL
 MB0145  ___________________________________________________________________
 MB0145* NAD 83(1986)-  41 56 31.     (N)    080 09 54.     (W)     SCALED    
 MB0145* NAVD 88     -       415.150  (meters)    1362.04   (feet)  ADJUSTED  
 MB0145  ___________________________________________________________________
 MB0145  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 MB0145  DYNAMIC HT  -         414.989 (meters)    1361.51  (feet)  COMP
 MB0145  MODELED GRAV-     980,221.3   (mgal)                       NAVD 88
 MB0145
 MB0145  VERT ORDER  -  SECOND    CLASS 0
 MB0145
 MB0145.The horizontal coordinates were scaled from a topographic map and have
 MB0145.an estimated accuracy of +/- 6 seconds.
 MB0145
 MB0145.The orthometric height was determined by differential leveling
 MB0145.and adjusted by the National Geodetic Survey in June 1991..
 MB0145
 MB0145.The geoid height was determined by GEOID03.
 MB0145
 MB0145.The dynamic height is computed by dividing the NAVD 88
 MB0145.geopotential number by the normal gravity value computed on the
 MB0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0145.degrees latitude (g = 980.6199 gals.).
 MB0145
 MB0145.The modeled gravity was interpolated from observed gravity values.
 MB0145
 MB0145;                    North         East    Units  Estimated Accuracy
 MB0145;SPC PA N     -   199,950.      399,760.      MT  (+/- 180 meters Scaled)
 MB0145
 MB0145                          SUPERSEDED SURVEY CONTROL
 MB0145
 MB0145  NGVD 29 (??/??/92)  415.332  (m)         1362.64   (f) ADJ UNCH    2 0
 MB0145
 MB0145.Superseded values are not recommended for survey control.
 MB0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0145.See file dsdata.txt to determine how the superseded data were derived.
 MB0145
 MB0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG692436(NAD 83)
 MB0145_MARKER: DB = BENCH MARK DISK
 MB0145_SETTING: 80 = SET IN A BOULDER
 MB0145_SP_SET: BOULDER
 MB0145_STAMPING: K 272 1961
 MB0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0145+STABILITY: SURFACE MOTION
 MB0145
 MB0145  HISTORY     - Date     Condition        Report By
 MB0145  HISTORY     - 1961     MONUMENTED       CGS
 MB0145
 MB0145                          STATION DESCRIPTION
 MB0145
 MB0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0145'7.5 MI NW FROM EDINBORO.
 MB0145'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 99 TO THE JUNCTION OF
 MB0145'U.S. HIGHWAY 6 NORTH AND STATE HIGHWAY 99 FROM THE POST OFFICE
 MB0145'IN EDINBORO, THENCE 2.0 MILES WEST ALONG U.S. HIGHWAY 6N, THENCE
 MB0145'6.4 MILES NORTH ALONG TOWNSHIP ROAD 448, 146.0 FEET WEST OF THE
 MB0145'CENTERLINE OF TOWNSHIP ROAD 448, 108.0 FEET NORTHWEST OF
 MB0145'CABLELINE POLE WITH 4 X 6 FOOT WHITE METAL BOX SECURED TO IT,
 MB0145'POLE NO. 373 1/4, 98.2 FEET SOUTHWEST OF A 36-INCH PINE TREE,
 MB0145'41.0 FEET NORTH OF CABLELINE, 14.2 FEET SOUTHEAST OF A 24-INCH
 MB0145'MAPLE TREE AND 14.2 FEET SOUTHEAST OF A STANDARD METAL WITNESS
 MB0145'POST AND MARKER.  SET IN TOP OF A 3 X 4 FOOT BOULDER PROJECTING
 MB0145'ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0163 ***********************************************************************
 MB0163  DESIGNATION -  K 273
 MB0163  PID         -  MB0163
 MB0163  STATE/COUNTY-  PA/ERIE
 MB0163  USGS QUAD   -  EAST SPRINGFIELD (1990)
 MB0163
 MB0163                         *CURRENT SURVEY CONTROL
 MB0163  ___________________________________________________________________
 MB0163* NAD 83(1986)-  41 56 38.     (N)    080 25 15.     (W)     SCALED    
 MB0163* NAVD 88     -       241.964  (meters)     793.84   (feet)  ADJUSTED  
 MB0163  ___________________________________________________________________
 MB0163  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 MB0163  DYNAMIC HT  -         241.876 (meters)     793.55  (feet)  COMP
 MB0163  MODELED GRAV-     980,249.7   (mgal)                       NAVD 88
 MB0163
 MB0163  VERT ORDER  -  SECOND    CLASS 0
 MB0163
 MB0163.The horizontal coordinates were scaled from a topographic map and have
 MB0163.an estimated accuracy of +/- 6 seconds.
 MB0163
 MB0163.The orthometric height was determined by differential leveling
 MB0163.and adjusted by the National Geodetic Survey in June 1991..
 MB0163
 MB0163.The geoid height was determined by GEOID03.
 MB0163
 MB0163.The dynamic height is computed by dividing the NAVD 88
 MB0163.geopotential number by the normal gravity value computed on the
 MB0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0163.degrees latitude (g = 980.6199 gals.).
 MB0163
 MB0163.The modeled gravity was interpolated from observed gravity values.
 MB0163
 MB0163;                    North         East    Units  Estimated Accuracy
 MB0163;SPC PA N     -   200,790.      378,560.      MT  (+/- 180 meters Scaled)
 MB0163
 MB0163                          SUPERSEDED SURVEY CONTROL
 MB0163
 MB0163  NGVD 29 (??/??/92)  242.155  (m)          794.47   (f) ADJ UNCH    2 0
 MB0163
 MB0163.Superseded values are not recommended for survey control.
 MB0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0163.See file dsdata.txt to determine how the superseded data were derived.
 MB0163
 MB0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG480437(NAD 83)
 MB0163_MARKER: DB = BENCH MARK DISK
 MB0163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0163_SP_SET: BRIDGE
 MB0163_STAMPING: K 273 1961
 MB0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0163
 MB0163  HISTORY     - Date     Condition        Report By
 MB0163  HISTORY     - 1961     MONUMENTED       CGS
 MB0163  HISTORY     - 1975     GOOD             NGS
 MB0163
 MB0163                          STATION DESCRIPTION
 MB0163
 MB0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0163'2.6 MI SE FROM WEST SPRINGFIELD.
 MB0163'ABOUT 2.2 MILES EAST ALONG INTERSTATE HIGHWAY 90 FROM THE
 MB0163'JUNCTION OF U.S. HIGHWAY 6N AND INTERSTATE HIGHWAY 90 TO MARK
 MB0163'ON THE LEFT, DRILLED IN HEADWALL OF A SMALL CONCRETE BRIDGE
 MB0163'THAT IS 1.0 FEET LOWER THAN THE HIGHWAY, AND IS 35.6 FEET
 MB0163'NORTH OF THE CENTER OF THE WEST BOUND LANE OF TRAFFIC OF
 MB0163'INTERSTATE HIGHWAY 90.
 MB0163
 MB0163                          STATION RECOVERY (1975)
 MB0163
 MB0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 MB0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC0631 ***********************************************************************
 NC0631  DESIGNATION -  K 274
 NC0631  PID         -  NC0631
 NC0631  STATE/COUNTY-  PA/ERIE
 NC0631  USGS QUAD   -  HAMMETT (1970)
 NC0631
 NC0631                         *CURRENT SURVEY CONTROL
 NC0631  ___________________________________________________________________
 NC0631* NAD 83(1986)-  42 06 00.     (N)    079 59 33.     (W)     SCALED    
 NC0631* NAVD 88     -       343.834  (meters)    1128.06   (feet)  ADJUSTED  
 NC0631  ___________________________________________________________________
 NC0631  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 NC0631  DYNAMIC HT  -         343.706 (meters)    1127.64  (feet)  COMP
 NC0631  MODELED GRAV-     980,241.3   (mgal)                       NAVD 88
 NC0631
 NC0631  VERT ORDER  -  SECOND    CLASS 0
 NC0631
 NC0631.The horizontal coordinates were scaled from a topographic map and have
 NC0631.an estimated accuracy of +/- 6 seconds.
 NC0631
 NC0631.The orthometric height was determined by differential leveling
 NC0631.and adjusted by the National Geodetic Survey in June 1991..
 NC0631
 NC0631.The geoid height was determined by GEOID03.
 NC0631
 NC0631.The dynamic height is computed by dividing the NAVD 88
 NC0631.geopotential number by the normal gravity value computed on the
 NC0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0631.degrees latitude (g = 980.6199 gals.).
 NC0631
 NC0631.The modeled gravity was interpolated from observed gravity values.
 NC0631
 NC0631;                    North         East    Units  Estimated Accuracy
 NC0631;SPC PA N     -   217,110.      414,510.      MT  (+/- 180 meters Scaled)
 NC0631
 NC0631                          SUPERSEDED SURVEY CONTROL
 NC0631
 NC0631  NGVD 29 (??/??/92)  344.045  (m)         1128.75   (f) ADJ UNCH    2 0
 NC0631
 NC0631.Superseded values are not recommended for survey control.
 NC0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0631.See file dsdata.txt to determine how the superseded data were derived.
 NC0631
 NC0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG833613(NAD 83)
 NC0631_MARKER: DD = SURVEY DISK
 NC0631_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0631_SP_SET: BRIDGE
 NC0631_STAMPING: K 274
 NC0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0631
 NC0631  HISTORY     - Date     Condition        Report By
 NC0631  HISTORY     - UNK      MONUMENTED       PADT
 NC0631  HISTORY     - 1961     GOOD             NGS
 NC0631
 NC0631                          STATION DESCRIPTION
 NC0631
 NC0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 NC0631'8.95 MI SE FROM ERIE.
 NC0631'ABOUT 3.0 MILES SOUTH OF ERIE CITY LIMITS ALONG U.S. HIGHWAY 19 TO
 NC0631'JUNCTION OF INTERSTATE HIGHWAY 90 AND U.S. HIGHWAY 19, THENCE EAST
 NC0631'ALONG INTERSTATE HIGHWAY 90 FOR 5.95 MILE, 15.0 EAST OF A NORTH-SOUTH
 NC0631'GRAVELED ROAD AND CENTERLINE OF BRIDGE.  IT IS SET IN THE TOP OF THE
 NC0631'WEST BUMPER CURBING AT THE SOUTHWEST CORNER OF A 230 FOOT BRIDGE OVER
 NC0631'INTERSTATE HIGHWAY 90, AND ABOUT 4 INCHES ABOVE THE LEVEL OF THE
 NC0631'BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1784 ***********************************************************************
 JV1784  DESIGNATION -  K 275 PADH
 JV1784  PID         -  JV1784
 JV1784  STATE/COUNTY-  PA/YORK
 JV1784  USGS QUAD   -  GLEN ROCK (1984)
 JV1784
 JV1784                         *CURRENT SURVEY CONTROL
 JV1784  ___________________________________________________________________
 JV1784* NAD 83(1986)-  39 48 35.     (N)    076 43 29.     (W)     SCALED    
 JV1784* NAVD 88     -       187.149  (meters)     614.00   (feet)  ADJUSTED  
 JV1784  ___________________________________________________________________
 JV1784  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 JV1784  DYNAMIC HT  -         187.054 (meters)     613.69  (feet)  COMP
 JV1784  MODELED GRAV-     980,116.0   (mgal)                       NAVD 88
 JV1784
 JV1784  VERT ORDER  -  SECOND    CLASS 0
 JV1784
 JV1784.The horizontal coordinates were scaled from a topographic map and have
 JV1784.an estimated accuracy of +/- 6 seconds.
 JV1784
 JV1784.The orthometric height was determined by differential leveling
 JV1784.and adjusted by the National Geodetic Survey in June 1991..
 JV1784
 JV1784.The geoid height was determined by GEOID03.
 JV1784
 JV1784.The dynamic height is computed by dividing the NAVD 88
 JV1784.geopotential number by the normal gravity value computed on the
 JV1784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1784.degrees latitude (g = 980.6199 gals.).
 JV1784
 JV1784.The modeled gravity was interpolated from observed gravity values.
 JV1784
 JV1784;                    North         East    Units  Estimated Accuracy
 JV1784;SPC PA S     -    53,410.      687,800.      MT  (+/- 180 meters Scaled)
 JV1784
 JV1784                          SUPERSEDED SURVEY CONTROL
 JV1784
 JV1784  NGVD 29 (??/??/??)  187.373  (m)          614.74   (f) ADJUSTED    2 0
 JV1784
 JV1784.Superseded values are not recommended for survey control.
 JV1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1784.See file dsdata.txt to determine how the superseded data were derived.
 JV1784
 JV1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK523080(NAD 83)
 JV1784_MARKER: DD = SURVEY DISK
 JV1784_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV1784_SP_SET: CULVERT
 JV1784_STAMPING: K 275 1961
 JV1784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV1784
 JV1784  HISTORY     - Date     Condition        Report By
 JV1784  HISTORY     - 1961     MONUMENTED       PADH
 JV1784  HISTORY     - 1961     GOOD             CGS
 JV1784  HISTORY     - 1987     GOOD             USPSQD
 JV1784  HISTORY     - 1988     GOOD             USPSQD
 JV1784  HISTORY     - 19920815 GOOD             USPSQD
 JV1784
 JV1784                          STATION DESCRIPTION
 JV1784
 JV1784'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JV1784'7.8 MI N FROM SHREWSBURY.
 JV1784'0.8 MILE EAST ALONG STATE HIGHWAY 851 FROM THE NEW YORK BANK AND
 JV1784'TRUST COMPANY BUILDING IN SHREWSBURY, THENCE 4.0 MILES NORTH
 JV1784'ALONG INTERSTATE HIGHWAY 83 (U.S. HIGHWAY 111), THENCE 0.65 MILE
 JV1784'WEST ALONG COUNTY HIGHWAY 66084, THENCE 0.6 MILE NORTH ALONG OLD
 JV1784'ROUTE U.S. HIGHWAY 111, THENCE 1.8 MILES WEST-SOUTHWEST ALONG
 JV1784'STATE HIGHWAY 216, 48.0 FEET NORTHEAST OF THE CENTERLINE OF A
 JV1784'BLACKTOP ROAD, 39.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 JV1784'RED-BRICK HOUSE, 19.0 FEET SOUTH OF THE CENTERLINE OF STATE
 JV1784'HIGHWAY 216 AND 5.2 FEET SOUTHEAST OF THE WEST END OF STONE
 JV1784'BANISTER.  SET IN TOP OF THE SOUTHWEST WINGWALL OF A 4 X 8 FOOT
 JV1784'BOX CONCRETE CULVERT OVER A SMALL STREAM AND UNDER STATE HIGHWAY
 JV1784'216 AND IS ABOUT 1.0 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 JV1784
 JV1784                          STATION RECOVERY (1987)
 JV1784
 JV1784'RECOVERY NOTE BY US POWER SQUADRON 1987 (RED)
 JV1784'RECOVERED IN GOOD CONDITION.
 JV1784
 JV1784                          STATION RECOVERY (1988)
 JV1784
 JV1784'RECOVERY NOTE BY US POWER SQUADRON 1988 (RED)
 JV1784'RECOVERED IN GOOD CONDITION.
 JV1784
 JV1784                          STATION RECOVERY (1992)
 JV1784
 JV1784'RECOVERY NOTE BY US POWER SQUADRON 1992 (CFW)
 JV1784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0740 ***********************************************************************
 JU0740  DESIGNATION -  K 276
 JU0740  PID         -  JU0740
 JU0740  STATE/COUNTY-  PA/PHILADELPHIA
 JU0740  USGS QUAD   -  PHILADELPHIA (1994)
 JU0740
 JU0740                         *CURRENT SURVEY CONTROL
 JU0740  ___________________________________________________________________
 JU0740* NAD 83(1986)-  39 54 31.     (N)    075 09 04.     (W)     SCALED    
 JU0740* NAVD 88     -         5.206  (meters)      17.08   (feet)  ADJUSTED  
 JU0740  ___________________________________________________________________
 JU0740  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 JU0740  DYNAMIC HT  -           5.203 (meters)      17.07  (feet)  COMP
 JU0740  MODELED GRAV-     980,184.1   (mgal)                       NAVD 88
 JU0740
 JU0740  VERT ORDER  -  FIRST     CLASS II
 JU0740
 JU0740.The horizontal coordinates were scaled from a topographic map and have
 JU0740.an estimated accuracy of +/- 6 seconds.
 JU0740
 JU0740.The orthometric height was determined by differential leveling
 JU0740.and adjusted by the National Geodetic Survey in June 1991..
 JU0740
 JU0740.The geoid height was determined by GEOID03.
 JU0740
 JU0740.The dynamic height is computed by dividing the NAVD 88
 JU0740.geopotential number by the normal gravity value computed on the
 JU0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0740.degrees latitude (g = 980.6199 gals.).
 JU0740
 JU0740.The modeled gravity was interpolated from observed gravity values.
 JU0740
 JU0740;                    North         East    Units  Estimated Accuracy
 JU0740;SPC PA S     -    67,150.      822,190.      MT  (+/- 180 meters Scaled)
 JU0740
 JU0740                          SUPERSEDED SURVEY CONTROL
 JU0740
 JU0740  NGVD 29 (01/10/92)    5.509  (m)           18.07   (f) ADJUSTED    1 2
 JU0740
 JU0740.Superseded values are not recommended for survey control.
 JU0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0740.See file dsdata.txt to determine how the superseded data were derived.
 JU0740
 JU0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK870176(NAD 83)
 JU0740_MARKER: DB = BENCH MARK DISK
 JU0740_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0740_SP_SET: PIER
 JU0740_STAMPING: K 276 1961
 JU0740_MARK LOGO: CGS   
 JU0740_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU0740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0740
 JU0740  HISTORY     - Date     Condition        Report By
 JU0740  HISTORY     - 1961     MONUMENTED       CGS
 JU0740  HISTORY     - 1963     GOOD             CGS
 JU0740  HISTORY     - 1979     GOOD             NGS
 JU0740  HISTORY     - 19930601 GOOD             ADRGS
 JU0740  HISTORY     - 20000109 GOOD             USPSQD
 JU0740
 JU0740                          STATION DESCRIPTION
 JU0740
 JU0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0740'IN PHILADELPHIA.
 JU0740'AT THE WALT WHITMAN BRIDGE IN PHILADELPHIA, SET VERTICAL IN THE
 JU0740'SOUTH EAST FACE OF THE CENTER OF THREE PIERS ON THE NORTH WEST
 JU0740'SIDE OF FRONT ST. UNDER THE APPROACH TO THE BRIDGE, 3 1/2 FEET
 JU0740'ABOVE THE STREET AND IN THE CENTER OF THE PIER, FIRST STREET
 JU0740'UNDER BRIDGE SOUTH EAST OF THE TOLL GATES, 44 FEET NORTH WEST
 JU0740'OF THE CENTERLINE OF FRONT ST.  STANDARD BENCH MARK DISK DRILLED
 JU0740'IN VERTICAL.  STAMPED K 276 1961
 JU0740
 JU0740                          STATION RECOVERY (1963)
 JU0740
 JU0740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JU0740'RECOVERED IN GOOD CONDITION.
 JU0740
 JU0740                          STATION RECOVERY (1979)
 JU0740
 JU0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0740'RECOVERED IN GOOD CONDITION.
 JU0740
 JU0740                          STATION RECOVERY (1993)
 JU0740
 JU0740'RECOVERY NOTE BY ADR GEODETIC SERVICES 1993
 JU0740'RECOVERED IN GOOD CONDITION.
 JU0740
 JU0740                          STATION RECOVERY (2000)
 JU0740
 JU0740'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU0740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0891 ***********************************************************************
 JU0891  DESIGNATION -  K 277
 JU0891  PID         -  JU0891
 JU0891  STATE/COUNTY-  PA/PHILADELPHIA
 JU0891  USGS QUAD   -  PHILADELPHIA (1994)
 JU0891
 JU0891                         *CURRENT SURVEY CONTROL
 JU0891  ___________________________________________________________________
 JU0891* NAD 83(1986)-  39 53 24.     (N)    075 14 00.     (W)     SCALED    
 JU0891* NAVD 88     -         2.396  (meters)       7.86   (feet)  ADJUSTED  
 JU0891  ___________________________________________________________________
 JU0891  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 JU0891  DYNAMIC HT  -           2.395 (meters)       7.86  (feet)  COMP
 JU0891  MODELED GRAV-     980,181.4   (mgal)                       NAVD 88
 JU0891
 JU0891  VERT ORDER  -  SECOND    CLASS 0
 JU0891
 JU0891.The horizontal coordinates were scaled from a topographic map and have
 JU0891.an estimated accuracy of +/- 6 seconds.
 JU0891
 JU0891.The orthometric height was determined by differential leveling
 JU0891.and adjusted by the National Geodetic Survey in June 1991..
 JU0891
 JU0891.The geoid height was determined by GEOID03.
 JU0891
 JU0891.The dynamic height is computed by dividing the NAVD 88
 JU0891.geopotential number by the normal gravity value computed on the
 JU0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0891.degrees latitude (g = 980.6199 gals.).
 JU0891
 JU0891.The modeled gravity was interpolated from observed gravity values.
 JU0891
 JU0891;                    North         East    Units  Estimated Accuracy
 JU0891;SPC PA S     -    64,880.      815,230.      MT  (+/- 180 meters Scaled)
 JU0891
 JU0891                          SUPERSEDED SURVEY CONTROL
 JU0891
 JU0891  NGVD 29 (??/??/??)    2.752  (m)            9.03   (f) ADJUSTED    2 0
 JU0891
 JU0891.Superseded values are not recommended for survey control.
 JU0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0891.See file dsdata.txt to determine how the superseded data were derived.
 JU0891
 JU0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK800155(NAD 83)
 JU0891_MARKER: DB = BENCH MARK DISK
 JU0891_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0891_SP_SET: TRAFFIC CIRCLE
 JU0891_STAMPING: K 277 1961
 JU0891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0891
 JU0891  HISTORY     - Date     Condition        Report By
 JU0891  HISTORY     - 1961     MONUMENTED       CGS
 JU0891  HISTORY     - 1965     MARK NOT FOUND   CGS
 JU0891
 JU0891                          STATION DESCRIPTION
 JU0891
 JU0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0891'AT PHILADELPHIA.
 JU0891'SET IN THE TRAFFIC CIRCLE NORTH OF PHILADELPHIA INTERNATIONAL
 JU0891'AIRPORT, SET IN THE BASE FOR HIGHWAY SIGN STATE 291-SOUTH,
 JU0891'INTERNATIONAL AIRPORT, WILMINGTON ON THE NORTHEAST SIDE OF THE
 JU0891'CIRCLE, THE SIGN IS ABOUT 20 FEET TALL.  SOUTHWEST OF THE
 JU0891'PASSYUNK AVE. ENTRANCE TO THE CIRCLE, ABOUT 75 YARDS WEST OF THE
 JU0891'ENTRANCE TO A GAS STATION BUILDING, AND ABOUT 1 FOOT ABOVE THE
 JU0891'HIGHWAY.
 JU0891'NOTE--THE HIGHWAY SIGN BASE WAS FOUND AND THE DISK HAD
 JU0891'BEEN REMOVED.  B.M. 2 WAS PAINTED ON THE BASE.
 JU0891
 JU0891                          STATION RECOVERY (1965)
 JU0891
 JU0891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JU0891'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1587 ***********************************************************************
 LY1587  DESIGNATION -  K 278
 LY1587  PID         -  LY1587
 LY1587  STATE/COUNTY-  PA/LACKAWANNA
 LY1587  USGS QUAD   -  SCRANTON (1994)
 LY1587
 LY1587                         *CURRENT SURVEY CONTROL
 LY1587  ___________________________________________________________________
 LY1587* NAD 83(1986)-  41 26 35.     (N)    075 37 43.     (W)     SCALED    
 LY1587* NAVD 88     -       254.716  (meters)     835.68   (feet)  ADJUSTED  
 LY1587  ___________________________________________________________________
 LY1587  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 LY1587  DYNAMIC HT  -         254.616 (meters)     835.35  (feet)  COMP
 LY1587  MODELED GRAV-     980,223.4   (mgal)                       NAVD 88
 LY1587
 LY1587  VERT ORDER  -  SECOND    CLASS 0
 LY1587
 LY1587.The horizontal coordinates were scaled from a topographic map and have
 LY1587.an estimated accuracy of +/- 6 seconds.
 LY1587
 LY1587.The orthometric height was determined by differential leveling
 LY1587.and adjusted by the National Geodetic Survey in June 1991..
 LY1587
 LY1587.The geoid height was determined by GEOID03.
 LY1587
 LY1587.The dynamic height is computed by dividing the NAVD 88
 LY1587.geopotential number by the normal gravity value computed on the
 LY1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1587.degrees latitude (g = 980.6199 gals.).
 LY1587
 LY1587.The modeled gravity was interpolated from observed gravity values.
 LY1587
 LY1587;                    North         East    Units  Estimated Accuracy
 LY1587;SPC PA N     -   143,920.      777,260.      MT  (+/- 180 meters Scaled)
 LY1587
 LY1587                          SUPERSEDED SURVEY CONTROL
 LY1587
 LY1587  NGVD 29 (??/??/92)  254.935  (m)          836.40   (f) ADJ UNCH    2 0
 LY1587
 LY1587.Superseded values are not recommended for survey control.
 LY1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1587.See file dsdata.txt to determine how the superseded data were derived.
 LY1587
 LY1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL474881(NAD 83)
 LY1587_MARKER: DD = SURVEY DISK
 LY1587_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1587_SP_SET: BRIDGE
 LY1587_STAMPING: K 278 1961
 LY1587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1587
 LY1587  HISTORY     - Date     Condition        Report By
 LY1587  HISTORY     - 1961     MONUMENTED       PADH
 LY1587  HISTORY     - 1961     GOOD             NGS
 LY1587  HISTORY     - 19941230 MARK NOT FOUND   USGS
 LY1587
 LY1587                          STATION DESCRIPTION
 LY1587
 LY1587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LY1587'0.8 MI S FROM DICKSON CITY.
 LY1587'0.85 MILE SOUTH ALONG SCRANTON-BY PASS FROM THE OVERPASS OVER
 LY1587'MAIN ST. IN DICKSON CITY, SET IN SOUTH END OF WINGWALL FOR
 LY1587'BRIDGE OF NORTH BOUND LANE OVER STREET, 39 FEET EAST OF THE MEDIA
 LY1587'STRIP FOR BRIDGES, PENNSYLVANIA DEPARTMENT OF HIGHWAYS DISK
 LY1587'DRILLED IN HORIZONTAL STAMPED K 278 1961.
 LY1587
 LY1587                          STATION RECOVERY (1994)
 LY1587
 LY1587'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (DH)
 LY1587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1647 ***********************************************************************
 LY1647  DESIGNATION -  K 279
 LY1647  PID         -  LY1647
 LY1647  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1647  USGS QUAD   -  GREAT BEND (1992)
 LY1647
 LY1647                         *CURRENT SURVEY CONTROL
 LY1647  ___________________________________________________________________
 LY1647* NAD 83(1986)-  41 52 57.     (N)    075 43 25.     (W)     SCALED    
 LY1647* NAVD 88     -       350.152  (meters)    1148.79   (feet)  ADJUSTED  
 LY1647  ___________________________________________________________________
 LY1647  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 LY1647  DYNAMIC HT  -         350.022 (meters)    1148.36  (feet)  COMP
 LY1647  MODELED GRAV-     980,239.8   (mgal)                       NAVD 88
 LY1647
 LY1647  VERT ORDER  -  SECOND    CLASS 0
 LY1647
 LY1647.The horizontal coordinates were scaled from a topographic map and have
 LY1647.an estimated accuracy of +/- 6 seconds.
 LY1647
 LY1647.The orthometric height was determined by differential leveling
 LY1647.and adjusted by the National Geodetic Survey in June 1991..
 LY1647
 LY1647.The geoid height was determined by GEOID03.
 LY1647
 LY1647.The dynamic height is computed by dividing the NAVD 88
 LY1647.geopotential number by the normal gravity value computed on the
 LY1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1647.degrees latitude (g = 980.6199 gals.).
 LY1647
 LY1647.The modeled gravity was interpolated from observed gravity values.
 LY1647
 LY1647;                    North         East    Units  Estimated Accuracy
 LY1647;SPC PA N     -   192,520.      768,180.      MT  (+/- 180 meters Scaled)
 LY1647
 LY1647                          SUPERSEDED SURVEY CONTROL
 LY1647
 LY1647  NGVD 29 (??/??/92)  350.321  (m)         1149.34   (f) ADJ UNCH    2 0
 LY1647
 LY1647.Superseded values are not recommended for survey control.
 LY1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1647.See file dsdata.txt to determine how the superseded data were derived.
 LY1647
 LY1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM399369(NAD 83)
 LY1647_MARKER: DD = SURVEY DISK
 LY1647_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1647_SP_SET: OVERPASS
 LY1647_STAMPING: K 279 1961
 LY1647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1647
 LY1647  HISTORY     - Date     Condition        Report By
 LY1647  HISTORY     - 1961     MONUMENTED       PADH
 LY1647  HISTORY     - 1961     GOOD             NGS
 LY1647
 LY1647                          STATION DESCRIPTION
 LY1647
 LY1647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LY1647'6.1 MI S FROM HALLSTEAD.
 LY1647'ABOUT 0.15 MILE EAST OF THE BUSINESS SECTION OF HALLSTEAD
 LY1647'WHERE INTERSTATE HWY 81 CROSSES OVER THE SUSQUEHANNA RIVER
 LY1647'THENCE 5.95 MILE SOUTH ALONG INTERSTATE HWY 81, BM IS SET ON
 LY1647'THE WEST SIDE OF THE SOUTH BOUND LANE IN THE NORTH END OF
 LY1647'OVERPASS OVER BLACKTOP ROAD, IN THE WINGWALL RUNNING NORTHWEST,
 LY1647'APPROX. 400 FEET SOUTH WEST OF A FOUR-LEG WATER TANK, ABOUT
 LY1647'LEVEL WITH THE HIGHWAY, STANDARD BENCH MARK OF THE PENNSYLVANIA
 LY1647'DEPARTMENT OF HIGHWAYS DRILLED IN HORIZONTAL, STAMPED K 279 1961
 LY1647'NOTE-- FROM THIS POINT LINE WAS RAN TO OLD BM AT THE DEPOT IN
 LY1647'NEW MILFORD, THIS BM IS IN NEW MILFORD.  NOTE-- K 279 IS ALSO IN
 LY1647'THE NORTH EAST SECTION OF NEW MILFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0027 ***********************************************************************
 MA0027  DESIGNATION -  K 28
 MA0027  PID         -  MA0027
 MA0027  STATE/COUNTY-  PA/MCKEAN
 MA0027  USGS QUAD   -  ELDRED (1981)
 MA0027
 MA0027                         *CURRENT SURVEY CONTROL
 MA0027  ___________________________________________________________________
 MA0027* NAD 83(1986)-  41 54 39.     (N)    078 22 41.     (W)     SCALED    
 MA0027* NAVD 88     -       446.029  (meters)    1463.35   (feet)  ADJUSTED  
 MA0027  ___________________________________________________________________
 MA0027  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 MA0027  DYNAMIC HT  -         445.851 (meters)    1462.76  (feet)  COMP
 MA0027  MODELED GRAV-     980,211.6   (mgal)                       NAVD 88
 MA0027
 MA0027  VERT ORDER  -  SECOND    CLASS 0
 MA0027
 MA0027.The horizontal coordinates were scaled from a topographic map and have
 MA0027.an estimated accuracy of +/- 6 seconds.
 MA0027
 MA0027.The orthometric height was determined by differential leveling
 MA0027.and adjusted by the National Geodetic Survey in June 1991..
 MA0027
 MA0027.The geoid height was determined by GEOID03.
 MA0027
 MA0027.The dynamic height is computed by dividing the NAVD 88
 MA0027.geopotential number by the normal gravity value computed on the
 MA0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0027.degrees latitude (g = 980.6199 gals.).
 MA0027
 MA0027.The modeled gravity was interpolated from observed gravity values.
 MA0027
 MA0027;                    North         East    Units  Estimated Accuracy
 MA0027;SPC PA N     -   193,890.      547,890.      MT  (+/- 180 meters Scaled)
 MA0027
 MA0027                          SUPERSEDED SURVEY CONTROL
 MA0027
 MA0027  NGVD 29 (??/??/92)  446.170  (m)         1463.81   (f) ADJ UNCH    2 0
 MA0027
 MA0027.Superseded values are not recommended for survey control.
 MA0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0027.See file dsdata.txt to determine how the superseded data were derived.
 MA0027
 MA0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG174432(NAD 83)
 MA0027_MARKER: DB = BENCH MARK DISK
 MA0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0027_STAMPING: K 28 1934
 MA0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0027+STABILITY: SURFACE MOTION
 MA0027
 MA0027  HISTORY     - Date     Condition        Report By
 MA0027  HISTORY     - 1934     MONUMENTED       CGS
 MA0027  HISTORY     - 20011015 POOR             USPSQD
 MA0027
 MA0027                          STATION DESCRIPTION
 MA0027
 MA0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0027'8.9 MI N FROM PORT ALLEGANY.
 MA0027'8.9 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM PORT
 MA0027'ALLEGANY, MC KEAN COUNTY, AT LARABEE, ABOUT 3,435 FEET SOUTH
 MA0027'OF MILEPOST 87, ABOUT 100 FEET WEST OF THE CENTER LINE OF STATE
 MA0027'HIGHWAY 446, ABOUT 60 FEET WEST OF THE CENTER LINE OF THE TRACK,
 MA0027'AND 4 FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 MA0027'STAMPED K 28 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MA0027
 MA0027                          STATION RECOVERY (2001)
 MA0027
 MA0027'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA0027'CONCRETE POST VERY LOOSE IN GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1681 ***********************************************************************
 LY1681  DESIGNATION -  K 280
 LY1681  PID         -  LY1681
 LY1681  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1681  USGS QUAD   -  LENOXVILLE (1980)
 LY1681
 LY1681                         *CURRENT SURVEY CONTROL
 LY1681  ___________________________________________________________________
 LY1681* NAD 83(1986)-  41 39 11.     (N)    075 39 30.     (W)     SCALED    
 LY1681* NAVD 88     -       315.444  (meters)    1034.92   (feet)  ADJUSTED  
 LY1681  ___________________________________________________________________
 LY1681  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 LY1681  DYNAMIC HT  -         315.327 (meters)    1034.54  (feet)  COMP
 LY1681  MODELED GRAV-     980,242.7   (mgal)                       NAVD 88
 LY1681
 LY1681  VERT ORDER  -  SECOND    CLASS 0
 LY1681
 LY1681.The horizontal coordinates were scaled from a topographic map and have
 LY1681.an estimated accuracy of +/- 6 seconds.
 LY1681
 LY1681.The orthometric height was determined by differential leveling
 LY1681.and adjusted by the National Geodetic Survey in June 1991..
 LY1681
 LY1681.The geoid height was determined by GEOID03.
 LY1681
 LY1681.The dynamic height is computed by dividing the NAVD 88
 LY1681.geopotential number by the normal gravity value computed on the
 LY1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1681.degrees latitude (g = 980.6199 gals.).
 LY1681
 LY1681.The modeled gravity was interpolated from observed gravity values.
 LY1681
 LY1681;                    North         East    Units  Estimated Accuracy
 LY1681;SPC PA N     -   167,170.      774,210.      MT  (+/- 180 meters Scaled)
 LY1681
 LY1681                          SUPERSEDED SURVEY CONTROL
 LY1681
 LY1681  NGVD 29 (??/??/92)  315.644  (m)         1035.58   (f) ADJ UNCH    2 0
 LY1681
 LY1681.Superseded values are not recommended for survey control.
 LY1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1681.See file dsdata.txt to determine how the superseded data were derived.
 LY1681
 LY1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM451114(NAD 83)
 LY1681_MARKER: DD = SURVEY DISK
 LY1681_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1681_SP_SET: HIGHWAY
 LY1681_STAMPING: K 280 1961
 LY1681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1681
 LY1681  HISTORY     - Date     Condition        Report By
 LY1681  HISTORY     - 1961     MONUMENTED       PADH
 LY1681  HISTORY     - 1961     GOOD             NGS
 LY1681
 LY1681                          STATION DESCRIPTION
 LY1681
 LY1681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LY1681'5.6 MI S FROM LENOX.
 LY1681'ABOUT 5.55 MILE SOUTH ALONG INTERSTATE HWY 81 FROM WHERE THE
 LY1681'INTERSTATE HWY CROSSES OVER STATE HWY 92 AND U.S. HWY 106 EAST
 LY1681'OF LENOX, BM IS SET ON SOUTH EAST SIDE OF SOUTH BOUND LANE
 LY1681'OF INTERSTATE HWY, 18 FEET NORTH EAST OF SOUTH WEST END OF
 LY1681'OVERPASS IN CURBING FOR GUARD RAIL, (BRIDGE IS OVER EAST BRANCH
 LY1681'OF TUNKHANNOCK CREEK), ABOUT 21 FEET SOUTH EAST OF CENTERLINE
 LY1681'OF SOUTH BOUND LANE, ABOUT 1 FOOT ABOVE THE LEVEL OF HIGHWAY,
 LY1681'PENNSYLVANIA DEPARTMENT OF HIGHWAYS DISK DRILLED IN HORIZONTAL,
 LY1681'STAMPED K 280 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1603 ***********************************************************************
 LY1603  DESIGNATION -  K 281
 LY1603  PID         -  LY1603
 LY1603  STATE/COUNTY-  PA/LACKAWANNA
 LY1603  USGS QUAD   -  MOSCOW (1976)
 LY1603
 LY1603                         *CURRENT SURVEY CONTROL
 LY1603  ___________________________________________________________________
 LY1603* NAD 83(1986)-  41 19 37.     (N)    075 33 50.     (W)     SCALED    
 LY1603* NAVD 88     -       523.096  (meters)    1716.19   (feet)  ADJUSTED  
 LY1603  ___________________________________________________________________
 LY1603  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 LY1603  DYNAMIC HT  -         522.859 (meters)    1715.41  (feet)  COMP
 LY1603  MODELED GRAV-     980,153.6   (mgal)                       NAVD 88
 LY1603
 LY1603  VERT ORDER  -  SECOND    CLASS 0
 LY1603
 LY1603.The horizontal coordinates were scaled from a topographic map and have
 LY1603.an estimated accuracy of +/- 6 seconds.
 LY1603
 LY1603.The orthometric height was determined by differential leveling
 LY1603.and adjusted by the National Geodetic Survey in June 1991..
 LY1603
 LY1603.The geoid height was determined by GEOID03.
 LY1603
 LY1603.The dynamic height is computed by dividing the NAVD 88
 LY1603.geopotential number by the normal gravity value computed on the
 LY1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1603.degrees latitude (g = 980.6199 gals.).
 LY1603
 LY1603.The modeled gravity was interpolated from observed gravity values.
 LY1603
 LY1603;                    North         East    Units  Estimated Accuracy
 LY1603;SPC PA N     -   131,160.      782,990.      MT  (+/- 180 meters Scaled)
 LY1603
 LY1603                          SUPERSEDED SURVEY CONTROL
 LY1603
 LY1603  NGVD 29 (??/??/92)  523.314  (m)         1716.91   (f) ADJ UNCH    2 0
 LY1603
 LY1603.Superseded values are not recommended for survey control.
 LY1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1603.See file dsdata.txt to determine how the superseded data were derived.
 LY1603
 LY1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL528752(NAD 83)
 LY1603_MARKER: DB = BENCH MARK DISK
 LY1603_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1603_SP_SET: HEADWALL
 LY1603_STAMPING: K 281 1961
 LY1603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1603
 LY1603  HISTORY     - Date     Condition        Report By
 LY1603  HISTORY     - 1961     MONUMENTED       CGS
 LY1603
 LY1603                          STATION DESCRIPTION
 LY1603
 LY1603'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1603'2.9 MI W FROM MOSCOW.
 LY1603'2.9 MILE WEST ALONG STATE HWY 690 FROM THE JUNCTION OF STATE
 LY1603'HWY 690 AND U.S. HWY 611 IN MOSCOW, LOCATED AT THE JUNCTION OF
 LY1603'STATE HWY 690 AND STATE HWY 307, 18 FEET NORTH OF THE CENTERLINE
 LY1603'OF HWY 690, 48 FEET EAST OF THE CENTERLINE OF HWY 307, 18 FEET
 LY1603'SOUTHWEST OF POWER POLE NUMBER 108, SET IN TOP AND IN THE EAST
 LY1603'PROJECTING HEADWALL (L SHAPED) IN THE NORTH EAST CORNER OF
 LY1603'INTERSECTION, ABOUT 1 FOOT ABOVE THE LEVEL OF HWY 690, ABOUT
 LY1603'LEVEL WITH HWY 307, STANDARD BENCH MARK DISK DRILLED IN
 LY1603'HORIZONTAL, STAMPED K 281 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1119 ***********************************************************************
 LY1119  DESIGNATION -  K 282
 LY1119  PID         -  LY1119
 LY1119  STATE/COUNTY-  PA/MONROE
 LY1119  USGS QUAD   -  TOBYHANNA (1994)
 LY1119
 LY1119                         *CURRENT SURVEY CONTROL
 LY1119  ___________________________________________________________________
 LY1119* NAD 83(1986)-  41 09 11.     (N)    075 23 43.     (W)     SCALED    
 LY1119* NAVD 88     -       584.421  (meters)    1917.39   (feet)  ADJUSTED  
 LY1119  ___________________________________________________________________
 LY1119  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 LY1119  DYNAMIC HT  -         584.126 (meters)    1916.42  (feet)  COMP
 LY1119  MODELED GRAV-     980,101.0   (mgal)                       NAVD 88
 LY1119
 LY1119  VERT ORDER  -  SECOND    CLASS 0
 LY1119
 LY1119.The horizontal coordinates were scaled from a topographic map and have
 LY1119.an estimated accuracy of +/- 6 seconds.
 LY1119
 LY1119.The orthometric height was determined by differential leveling
 LY1119.and adjusted by the National Geodetic Survey in June 1991..
 LY1119
 LY1119.The geoid height was determined by GEOID03.
 LY1119
 LY1119.The dynamic height is computed by dividing the NAVD 88
 LY1119.geopotential number by the normal gravity value computed on the
 LY1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1119.degrees latitude (g = 980.6199 gals.).
 LY1119
 LY1119.The modeled gravity was interpolated from observed gravity values.
 LY1119
 LY1119;                    North         East    Units  Estimated Accuracy
 LY1119;SPC PA N     -   112,230.      797,630.      MT  (+/- 180 meters Scaled)
 LY1119
 LY1119                          SUPERSEDED SURVEY CONTROL
 LY1119
 LY1119  NGVD 29 (??/??/92)  584.604  (m)         1917.99   (f) ADJ UNCH    2 0
 LY1119
 LY1119.Superseded values are not recommended for survey control.
 LY1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1119.See file dsdata.txt to determine how the superseded data were derived.
 LY1119
 LY1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL668558(NAD 83)
 LY1119_MARKER: DB = BENCH MARK DISK
 LY1119_SETTING: 80 = SET IN A BOULDER
 LY1119_SP_SET: BOULDER
 LY1119_STAMPING: K 282 1961
 LY1119_MARK LOGO: NGS   
 LY1119_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LY1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1119+STABILITY: SURFACE MOTION
 LY1119_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY1119+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2003
 LY1119
 LY1119  HISTORY     - Date     Condition        Report By
 LY1119  HISTORY     - 1961     MONUMENTED       CGS
 LY1119  HISTORY     - 19990701 GOOD             PADT
 LY1119  HISTORY     - 19990701 GOOD             PADT
 LY1119  HISTORY     - 20030507 GOOD             PADT
 LY1119
 LY1119                          STATION DESCRIPTION
 LY1119
 LY1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1119'2.7 MI N FROM POCONO SUMMIT.
 LY1119'2.7 MILE NORTH ALONG THE DELAWARE LACKAWANNA AND WESTERN
 LY1119'RAILROAD FROM THE RAILROAD STATION IN POCONO SUMMIT, SET IN TOP
 LY1119'AND AT THE NORTH END OF A 4 FT X 4 FT X 3 FT BOULDER ON THE
 LY1119'WEST SIDE OF THE TRACK, ABOUT 5 RAILS SOUTH OF A RAILROAD
 LY1119'ELECTRIC SWITCH BOX, ABOUT 39 FEET WEST OF WEST RAIL, ABOUT 5
 LY1119'FEET SOUTH EAST OF A TELEGRAPH POLE (WHICH IS THE SECOND
 LY1119'POLE SOUTH OF POLE HAS LINES LEADING TO THE ELECTRIC BOX),
 LY1119'4 FEET ABOVE THE GROUND, 1 FOOT BELOW THE TOP MOST PART
 LY1119'OF BOULDER, STANDARD BENCH MARK DISK DRILLED IN HORIZONTAL,
 LY1119'STAMPED K 282 1961.
 LY1119
 LY1119                          STATION RECOVERY (1999)
 LY1119
 LY1119'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (SQ)
 LY1119'RECOVERED IN GOOD CONDITION.
 LY1119
 LY1119                          STATION RECOVERY (1999)
 LY1119
 LY1119'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (SQ)
 LY1119'RECOVERED AS DESCRIBED.
 LY1119
 LY1119                          STATION RECOVERY (2003)
 LY1119
 LY1119'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 LY1119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1385 ***********************************************************************
 KX1385  DESIGNATION -  K 283
 KX1385  PID         -  KX1385
 KX1385  STATE/COUNTY-  PA/WESTMORELAND
 KX1385  USGS QUAD   -  SMITHTON (1994)
 KX1385
 KX1385                         *CURRENT SURVEY CONTROL
 KX1385  ___________________________________________________________________
 KX1385* NAD 83(1986)-  40 12 57.     (N)    079 37 45.     (W)     SCALED    
 KX1385* NAVD 88     -       319.945  (meters)    1049.69   (feet)  ADJUSTED  
 KX1385  ___________________________________________________________________
 KX1385  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 KX1385  DYNAMIC HT  -         319.773 (meters)    1049.12  (feet)  COMP
 KX1385  MODELED GRAV-     980,078.5   (mgal)                       NAVD 88
 KX1385
 KX1385  VERT ORDER  -  SECOND    CLASS 0
 KX1385
 KX1385.The horizontal coordinates were scaled from a topographic map and have
 KX1385.an estimated accuracy of +/- 6 seconds.
 KX1385
 KX1385.The orthometric height was determined by differential leveling
 KX1385.and adjusted by the National Geodetic Survey in June 1991..
 KX1385
 KX1385.The geoid height was determined by GEOID03.
 KX1385
 KX1385.The dynamic height is computed by dividing the NAVD 88
 KX1385.geopotential number by the normal gravity value computed on the
 KX1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1385.degrees latitude (g = 980.6199 gals.).
 KX1385
 KX1385.The modeled gravity was interpolated from observed gravity values.
 KX1385
 KX1385;                    North         East    Units  Estimated Accuracy
 KX1385;SPC PA S     -    99,690.      440,050.      MT  (+/- 180 meters Scaled)
 KX1385
 KX1385                          SUPERSEDED SURVEY CONTROL
 KX1385
 KX1385  NGVD 29 (??/??/92)  320.140  (m)         1050.33   (f) ADJ UNCH    2 0
 KX1385
 KX1385.Superseded values are not recommended for survey control.
 KX1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1385.See file dsdata.txt to determine how the superseded data were derived.
 KX1385
 KX1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE166526(NAD 83)
 KX1385_MARKER: DD = SURVEY DISK
 KX1385_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1385_SP_SET: BRIDGE
 KX1385_STAMPING: K 283
 KX1385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1385
 KX1385  HISTORY     - Date     Condition        Report By
 KX1385  HISTORY     - UNK      MONUMENTED       PADT
 KX1385  HISTORY     - 1961     GOOD             NGS
 KX1385
 KX1385                          STATION DESCRIPTION
 KX1385
 KX1385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KX1385'1.2 MI W FROM NEW STANTON.
 KX1385'ABOUT 0.1 MILE NORTH ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE
 KX1385'IN NEW STANTON TO THE JUNCTION OF INTERSTATE HIGHWAY 70S, THENCE
 KX1385'WEST ALONG INTERSTATE HIGHWAY 70S FOR 1.2 MILE, 19.0 FEET SOUTH
 KX1385'OF THE EAST BOUND TRAFFIC LANE OF INTERSTATE HIGHWAY 70S, AND
 KX1385'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.  THE DISK IS SET
 KX1385'IN THE SOUTHWEST CORNER OF A 180 FOOT SPAN CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1424 ***********************************************************************
 KX1424  DESIGNATION -  K 284
 KX1424  PID         -  KX1424
 KX1424  STATE/COUNTY-  PA/WASHINGTON
 KX1424  USGS QUAD   -  CALIFORNIA (1979)
 KX1424
 KX1424                         *CURRENT SURVEY CONTROL
 KX1424  ___________________________________________________________________
 KX1424* NAD 83(1986)-  40 07 18.     (N)    079 57 17.     (W)     SCALED    
 KX1424* NAVD 88     -       367.837  (meters)    1206.81   (feet)  ADJUSTED  
 KX1424  ___________________________________________________________________
 KX1424  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KX1424  DYNAMIC HT  -         367.637 (meters)    1206.16  (feet)  COMP
 KX1424  MODELED GRAV-     980,070.8   (mgal)                       NAVD 88
 KX1424
 KX1424  VERT ORDER  -  SECOND    CLASS 0
 KX1424
 KX1424.The horizontal coordinates were scaled from a topographic map and have
 KX1424.an estimated accuracy of +/- 6 seconds.
 KX1424
 KX1424.The orthometric height was determined by differential leveling
 KX1424.and adjusted by the National Geodetic Survey in June 1991..
 KX1424
 KX1424.The geoid height was determined by GEOID03.
 KX1424
 KX1424.The dynamic height is computed by dividing the NAVD 88
 KX1424.geopotential number by the normal gravity value computed on the
 KX1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1424.degrees latitude (g = 980.6199 gals.).
 KX1424
 KX1424.The modeled gravity was interpolated from observed gravity values.
 KX1424
 KX1424;                    North         East    Units  Estimated Accuracy
 KX1424;SPC PA S     -    89,880.      412,090.      MT  (+/- 180 meters Scaled)
 KX1424
 KX1424                          SUPERSEDED SURVEY CONTROL
 KX1424
 KX1424  NGVD 29 (??/??/92)  368.013  (m)         1207.39   (f) ADJ UNCH    2 0
 KX1424
 KX1424.Superseded values are not recommended for survey control.
 KX1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1424.See file dsdata.txt to determine how the superseded data were derived.
 KX1424
 KX1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE890417(NAD 83)
 KX1424_MARKER: DD = SURVEY DISK
 KX1424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1424_SP_SET: BRIDGE
 KX1424_STAMPING: K 284
 KX1424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1424
 KX1424  HISTORY     - Date     Condition        Report By
 KX1424  HISTORY     - UNK      MONUMENTED       PADT
 KX1424  HISTORY     - 1961     GOOD             NGS
 KX1424  HISTORY     - 1970     GOOD             PADT
 KX1424  HISTORY     - 20011203 GOOD             PADT
 KX1424  HISTORY     - 20030627 GOOD             PADT
 KX1424
 KX1424                          STATION DESCRIPTION
 KX1424
 KX1424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KX1424'6 MI SW FROM CHARLEROI.
 KX1424'ABOUT 1.3 MILES SOUTH ALONG STATE HIGHWAY 88 FROM THE
 KX1424'PENNSYLVANIA RAILROAD DEPOT IN CHARLEROI TO JUNCTION OF
 KX1424'INTERSTATE HIGHWAY 70 SOUTH, THENCE WEST ALONG INTERSTATE
 KX1424'HIGHWAY 70S FOR 4.75 MILES, 19.0 FEET EAST OF CENTER OF A
 KX1424'BLACKTOP COUNTY ROAD, AND ABOUT THE SAME LEVEL AS THE ROAD.
 KX1424'IT IS SET IN THE SOUTHEAST WINGWALL OF A STEEL AND CONCRETE
 KX1424'BRIDGE OVER INTERSTATE HIGHWAY 70S.
 KX1424
 KX1424                          STATION RECOVERY (1970)
 KX1424
 KX1424'RECOVERY NOTE BY PA DEPT OF TRANSP 1970
 KX1424'RECOVERED IN GOOD CONDITION.
 KX1424
 KX1424                          STATION RECOVERY (2001)
 KX1424
 KX1424'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (LS)
 KX1424'RECOVERED IN GOOD CONDITION.
 KX1424
 KX1424                          STATION RECOVERY (2003)
 KX1424
 KX1424'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (BD)
 KX1424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1291 ***********************************************************************
 KX1291  DESIGNATION -  K 285
 KX1291  PID         -  KX1291
 KX1291  STATE/COUNTY-  PA/WASHINGTON
 KX1291  USGS QUAD   -  FAYETTE CITY (1979)
 KX1291
 KX1291                         *CURRENT SURVEY CONTROL
 KX1291  ___________________________________________________________________
 KX1291* NAD 83(1986)-  40 07 13.     (N)    079 52 16.     (W)     SCALED    
 KX1291* NAVD 88     -       233.047  (meters)     764.59   (feet)  ADJUSTED  
 KX1291  ___________________________________________________________________
 KX1291  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KX1291  DYNAMIC HT  -         232.920 (meters)     764.17  (feet)  COMP
 KX1291  MODELED GRAV-     980,076.6   (mgal)                       NAVD 88
 KX1291
 KX1291  VERT ORDER  -  SECOND    CLASS 0
 KX1291
 KX1291.The horizontal coordinates were scaled from a topographic map and have
 KX1291.an estimated accuracy of +/- 6 seconds.
 KX1291
 KX1291.The orthometric height was determined by differential leveling
 KX1291.and adjusted by the National Geodetic Survey in June 1991..
 KX1291
 KX1291.The geoid height was determined by GEOID03.
 KX1291
 KX1291.The dynamic height is computed by dividing the NAVD 88
 KX1291.geopotential number by the normal gravity value computed on the
 KX1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1291.degrees latitude (g = 980.6199 gals.).
 KX1291
 KX1291.The modeled gravity was interpolated from observed gravity values.
 KX1291
 KX1291;                    North         East    Units  Estimated Accuracy
 KX1291;SPC PA S     -    89,550.      419,210.      MT  (+/- 180 meters Scaled)
 KX1291
 KX1291                          SUPERSEDED SURVEY CONTROL
 KX1291
 KX1291  NGVD 29 (??/??/92)  233.240  (m)          765.22   (f) ADJ UNCH    2 0
 KX1291
 KX1291.Superseded values are not recommended for survey control.
 KX1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1291.See file dsdata.txt to determine how the superseded data were derived.
 KX1291
 KX1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE961417(NAD 83)
 KX1291_MARKER: DD = SURVEY DISK
 KX1291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1291_SP_SET: CULVERT
 KX1291_STAMPING: K 285
 KX1291_MARK LOGO: PADH  
 KX1291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1291
 KX1291  HISTORY     - Date     Condition        Report By
 KX1291  HISTORY     - UNK      MONUMENTED       PADH
 KX1291  HISTORY     - 1961     GOOD             NGS
 KX1291  HISTORY     - 1970     GOOD             PADT
 KX1291  HISTORY     - 1983     GOOD             NGS
 KX1291
 KX1291                          STATION DESCRIPTION
 KX1291
 KX1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KX1291'2 MI S FROM CHARLEROI.
 KX1291'ABOUT 1.93 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM
 KX1291'THE STATION AT CHARLEROI, 100.0 FEET WEST OF THE WEST RAIL OF THE
 KX1291'SOUTH BOUND TRACK, 31.0 FEET NORTH OF POWERLINE POLE NO. 79 AND
 KX1291'15.0 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 88.  SET IN
 KX1291'TOP OF THE SOUTHWEST WINGWALL OF A 24.0 FOOT CONCRETE CULVERT
 KX1291'UNDER STATE HIGHWAY 88 AND ABOUT 1.0 FOOT BELOW THE LEVEL OF
 KX1291'THE RAIL.
 KX1291
 KX1291                          STATION RECOVERY (1970)
 KX1291
 KX1291'RECOVERY NOTE BY PA DEPT OF TRANSP 1970
 KX1291'RECOVERED IN GOOD CONDITION.
 KX1291
 KX1291                          STATION RECOVERY (1983)
 KX1291
 KX1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1291'RECOVERED IN GOOD CONDITION, NOT LEVELED TO IN 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0973 ***********************************************************************
 KW0973  DESIGNATION -  K 286 PADH
 KW0973  PID         -  KW0973
 KW0973  STATE/COUNTY-  PA/YORK
 KW0973  USGS QUAD   -  STEELTON (1987)
 KW0973
 KW0973                         *CURRENT SURVEY CONTROL
 KW0973  ___________________________________________________________________
 KW0973* NAD 83(1986)-  40 07 53.     (N)    076 47 46.     (W)     SCALED    
 KW0973* NAVD 88     -       175.599  (meters)     576.11   (feet)  ADJUSTED  
 KW0973  ___________________________________________________________________
 KW0973  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KW0973  DYNAMIC HT  -         175.507 (meters)     575.81  (feet)  COMP
 KW0973  MODELED GRAV-     980,098.5   (mgal)                       NAVD 88
 KW0973
 KW0973  VERT ORDER  -  SECOND    CLASS 0
 KW0973
 KW0973.The horizontal coordinates were scaled from a topographic map and have
 KW0973.an estimated accuracy of +/- 6 seconds.
 KW0973
 KW0973.The orthometric height was determined by differential leveling
 KW0973.and adjusted by the National Geodetic Survey in June 1991..
 KW0973
 KW0973.The geoid height was determined by GEOID03.
 KW0973
 KW0973.The dynamic height is computed by dividing the NAVD 88
 KW0973.geopotential number by the normal gravity value computed on the
 KW0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0973.degrees latitude (g = 980.6199 gals.).
 KW0973
 KW0973.The modeled gravity was interpolated from observed gravity values.
 KW0973
 KW0973;                    North         East    Units  Estimated Accuracy
 KW0973;SPC PA S     -    89,050.      681,300.      MT  (+/- 180 meters Scaled)
 KW0973
 KW0973                          SUPERSEDED SURVEY CONTROL
 KW0973
 KW0973  NGVD 29 (??/??/??)  175.815  (m)          576.82   (f) ADJUSTED    2 0
 KW0973
 KW0973.Superseded values are not recommended for survey control.
 KW0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0973.See file dsdata.txt to determine how the superseded data were derived.
 KW0973
 KW0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK469438(NAD 83)
 KW0973_MARKER: DD = SURVEY DISK
 KW0973_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0973_SP_SET: BRIDGE WALL
 KW0973_STAMPING: K 286
 KW0973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0973
 KW0973  HISTORY     - Date     Condition        Report By
 KW0973  HISTORY     - UNK      MONUMENTED       PADH
 KW0973  HISTORY     - 1961     GOOD             CGS
 KW0973  HISTORY     - 19960413 GOOD             USPSQD
 KW0973  HISTORY     - 20030412 MARK NOT FOUND   USPSQD
 KW0973
 KW0973                          STATION DESCRIPTION
 KW0973
 KW0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KW0973'AT NEWBERRYTOWN.
 KW0973'AT THE INTERCHANGE BRIDGE OF U.S. HIGHWAY 111 AND STATE 382
 KW0973'AT THE WEST EDGE OF NEWBERRYTOWN, 22.0 FEET EAST OF THE CENTERLINE
 KW0973'OF THE NORTH BOUND TRAFFIC LANE OF U.S. HIGHWAY 111.  SET IN
 KW0973'TOP OF THE SOUTHEAST WINGWALL OF A LARGE CONCRETE BRIDGE OF
 KW0973'U.S. HIGHWAY 111 OVER STATE HIGHWAY 382 AND IS ABOUT 7 INCHES
 KW0973'ABOVE THE LEVEL OF THE HIGHWAY.
 KW0973
 KW0973                          STATION RECOVERY (1996)
 KW0973
 KW0973'RECOVERY NOTE BY US POWER SQUADRON 1996
 KW0973'RECOVERED IN GOOD CONDITION.
 KW0973
 KW0973                          STATION RECOVERY (2003)
 KW0973
 KW0973'RECOVERY NOTE BY US POWER SQUADRON 2003 (DPP)
 KW0973'HIGHWAY HAS BEEN RECONSTRUCTED.  BRIDGE HAS BEEN REPLACED.  OLD MARK
 KW0973'HAS BEEN REPLACED WITH A PA DOT MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1755 ***********************************************************************
 JV1755  DESIGNATION -  K 287 PADH
 JV1755  PID         -  JV1755
 JV1755  STATE/COUNTY-  PA/YORK
 JV1755  USGS QUAD   -  YORK (1990)
 JV1755
 JV1755                         *CURRENT SURVEY CONTROL
 JV1755  ___________________________________________________________________
 JV1755* NAD 83(1986)-  39 54 56.     (N)    076 42 17.     (W)     SCALED    
 JV1755* NAVD 88     -       205.181  (meters)     673.16   (feet)  ADJUSTED  
 JV1755  ___________________________________________________________________
 JV1755  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 JV1755  DYNAMIC HT  -         205.076 (meters)     672.82  (feet)  COMP
 JV1755  MODELED GRAV-     980,107.1   (mgal)                       NAVD 88
 JV1755
 JV1755  VERT ORDER  -  SECOND    CLASS 0
 JV1755
 JV1755.The horizontal coordinates were scaled from a topographic map and have
 JV1755.an estimated accuracy of +/- 6 seconds.
 JV1755
 JV1755.The orthometric height was determined by differential leveling
 JV1755.and adjusted by the National Geodetic Survey in June 1991..
 JV1755
 JV1755.The geoid height was determined by GEOID03.
 JV1755
 JV1755.The dynamic height is computed by dividing the NAVD 88
 JV1755.geopotential number by the normal gravity value computed on the
 JV1755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1755.degrees latitude (g = 980.6199 gals.).
 JV1755
 JV1755.The modeled gravity was interpolated from observed gravity values.
 JV1755
 JV1755;                    North         East    Units  Estimated Accuracy
 JV1755;SPC PA S     -    65,180.      689,370.      MT  (+/- 180 meters Scaled)
 JV1755
 JV1755                          SUPERSEDED SURVEY CONTROL
 JV1755
 JV1755  NGVD 29 (??/??/??)  205.425  (m)          673.97   (f) ADJUSTED    2 0
 JV1755
 JV1755.Superseded values are not recommended for survey control.
 JV1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1755.See file dsdata.txt to determine how the superseded data were derived.
 JV1755
 JV1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK543197(NAD 83)
 JV1755_MARKER: DD = SURVEY DISK
 JV1755_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1755_SP_SET: BRIDGE
 JV1755_STAMPING: K 287
 JV1755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1755
 JV1755  HISTORY     - Date     Condition        Report By
 JV1755  HISTORY     - UNK      MONUMENTED       PADH
 JV1755  HISTORY     - 1961     GOOD             CGS
 JV1755  HISTORY     - 1988     GOOD             USPSQD
 JV1755  HISTORY     - 1989     GOOD             USPSQD
 JV1755  HISTORY     - 20030926 MARK NOT FOUND   HERBER
 JV1755
 JV1755                          STATION DESCRIPTION
 JV1755
 JV1755'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JV1755'1.6 MI S FROM SPRY.
 JV1755'1.6 MILES SOUTH ALONG U.S. HIGHWAY 111, INTERSTATE HIGHWAY 83
 JV1755'FROM THE INTERCHANGE BRIDGE OF U.S. HIGHWAY 111, INTERSTATE
 JV1755'HIGHWAY 83, AT THE JUNCTION OF STATE HIGHWAY 74 ABOUT 1.0 MILE
 JV1755'NORTH OF SPRY, 21.0 FEET EAST OF THE CENTERLINE OF THE NORTH
 JV1755'BOUND TRAFFIC LANE OF U.S. HIGHWAY 111, INTERSTATE HIGHWAY 83.
 JV1755'SET IN TOP OF THE SOUTH END OF THE EAST CONCRETE BANISTER OF
 JV1755'A 175.0 FOOT LONG CONCRETE BRIDGE OF U.S. HIGHWAY 111,
 JV1755'INTERSTATE HIGHWAY 83 OVER A BLACKTOP ROAD AND IS ABOUT 2.0
 JV1755'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 JV1755
 JV1755                          STATION RECOVERY (1988)
 JV1755
 JV1755'RECOVERY NOTE BY US POWER SQUADRON 1988 (RED)
 JV1755'RECOVERED IN GOOD CONDITION.
 JV1755
 JV1755                          STATION RECOVERY (1989)
 JV1755
 JV1755'RECOVERY NOTE BY US POWER SQUADRON 1989 (RED)
 JV1755'RECOVERED IN GOOD CONDITION.
 JV1755
 JV1755                          STATION RECOVERY (2003)
 JV1755
 JV1755'RECOVERY NOTE BY HERBERT, ROWLAND AND GRUBIC 2003 (EMO)
 JV1755'BRIDGE ON I-83 WHERE K 287 PADH WAS INSTALLED HAS BEEN REPLACED.  A
 JV1755'NEW BENCHMARK (EEC-02) HAS BEEN PLACED IN A SIMILAR POSITION ON THE
 JV1755'BRIDGE AND SHOULD NOT BE CONFUSED WITH K 287 PADH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1575 ***********************************************************************
 LY1575  DESIGNATION -  K 288
 LY1575  PID         -  LY1575
 LY1575  STATE/COUNTY-  PA/LACKAWANNA
 LY1575  USGS QUAD   -  MOSCOW (1976)
 LY1575
 LY1575                         *CURRENT SURVEY CONTROL
 LY1575  ___________________________________________________________________
 LY1575* NAD 83(1986)-  41 20 56.     (N)    075 31 23.     (W)     SCALED    
 LY1575* NAVD 88     -       460.286  (meters)    1510.12   (feet)  ADJUSTED  
 LY1575  ___________________________________________________________________
 LY1575  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 LY1575  DYNAMIC HT  -         460.080 (meters)    1509.45  (feet)  COMP
 LY1575  MODELED GRAV-     980,162.1   (mgal)                       NAVD 88
 LY1575
 LY1575  VERT ORDER  -  SECOND    CLASS 0
 LY1575
 LY1575.The horizontal coordinates were scaled from a topographic map and have
 LY1575.an estimated accuracy of +/- 6 seconds.
 LY1575
 LY1575.The orthometric height was determined by differential leveling
 LY1575.and adjusted by the National Geodetic Survey in June 1991..
 LY1575
 LY1575.The geoid height was determined by GEOID03.
 LY1575
 LY1575.The dynamic height is computed by dividing the NAVD 88
 LY1575.geopotential number by the normal gravity value computed on the
 LY1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1575.degrees latitude (g = 980.6199 gals.).
 LY1575
 LY1575.The modeled gravity was interpolated from observed gravity values.
 LY1575
 LY1575;                    North         East    Units  Estimated Accuracy
 LY1575;SPC PA N     -   133,690.      786,340.      MT  (+/- 180 meters Scaled)
 LY1575
 LY1575                          SUPERSEDED SURVEY CONTROL
 LY1575
 LY1575  NGVD 29 (??/??/92)  460.507  (m)         1510.85   (f) ADJ UNCH    2 0
 LY1575
 LY1575.Superseded values are not recommended for survey control.
 LY1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1575.See file dsdata.txt to determine how the superseded data were derived.
 LY1575
 LY1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL562776(NAD 83)
 LY1575_MARKER: DB = BENCH MARK DISK
 LY1575_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1575_SP_SET: WELL
 LY1575_STAMPING: K 288 1961
 LY1575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1575
 LY1575  HISTORY     - Date     Condition        Report By
 LY1575  HISTORY     - 1961     MONUMENTED       CGS
 LY1575
 LY1575                          STATION DESCRIPTION
 LY1575
 LY1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1575'0.9 MI NW FROM MOSCOW.
 LY1575'0.9 MILE NORTH WEST ALONG THE DELAWARE LACKAWANNA AND WESTERN
 LY1575'RAILROAD FROM THE STATION IN MOSCOW, SET IN TOP AND NORTH OF
 LY1575'THE CENTER OF A 5 FT X 5 FT X 3 FT COVER OVER A WELL, 1 FOOT
 LY1575'NORTH OF THE NORTH SIDE OF A 2 FOOT SQUARE IRON OPENING TO WELL,
 LY1575'30 FEET NORTH OF A SIGNAL BOX, 60 FEET SOUTH OF A TELEPHONE POLE,
 LY1575'9 FEET NORTH WEST OF A CHISEL SQUARE 1510 (USGS), 9 FEET SOUTH
 LY1575'WEST OF SOUTH WEST RAIL, ABOUT LEVEL WITH THE RAILROAD, ABOUT 15
 LY1575'FEET BELOW THE LEVEL OF THE HIGHWAY, STANDARD BENCH MARK DISK
 LY1575'DRILLED IN HORIZONTAL, STAMPED K 288 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2051 ***********************************************************************
 KW2051  DESIGNATION -  K 289
 KW2051  PID         -  KW2051
 KW2051  STATE/COUNTY-  PA/CUMBERLAND
 KW2051  USGS QUAD   -  PLAINFIELD (1975)
 KW2051
 KW2051                         *CURRENT SURVEY CONTROL
 KW2051  ___________________________________________________________________
 KW2051* NAD 83(1986)-  40 08 22.     (N)    077 21 59.     (W)     SCALED    
 KW2051* NAVD 88     -       184.695  (meters)     605.95   (feet)  ADJUSTED  
 KW2051  ___________________________________________________________________
 KW2051  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KW2051  DYNAMIC HT  -         184.596 (meters)     605.63  (feet)  COMP
 KW2051  MODELED GRAV-     980,086.2   (mgal)                       NAVD 88
 KW2051
 KW2051  VERT ORDER  -  SECOND    CLASS 0
 KW2051
 KW2051.The horizontal coordinates were scaled from a topographic map and have
 KW2051.an estimated accuracy of +/- 6 seconds.
 KW2051
 KW2051.The orthometric height was determined by differential leveling
 KW2051.and adjusted by the National Geodetic Survey in June 1991..
 KW2051
 KW2051.The geoid height was determined by GEOID03.
 KW2051
 KW2051.The dynamic height is computed by dividing the NAVD 88
 KW2051.geopotential number by the normal gravity value computed on the
 KW2051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2051.degrees latitude (g = 980.6199 gals.).
 KW2051
 KW2051.The modeled gravity was interpolated from observed gravity values.
 KW2051
 KW2051;                    North         East    Units  Estimated Accuracy
 KW2051;SPC PA S     -    89,580.      632,690.      MT  (+/- 180 meters Scaled)
 KW2051
 KW2051                          SUPERSEDED SURVEY CONTROL
 KW2051
 KW2051  NGVD 29 (??/??/??)  184.908  (m)          606.65   (f) ADJUSTED    2 0
 KW2051
 KW2051.Superseded values are not recommended for survey control.
 KW2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2051.See file dsdata.txt to determine how the superseded data were derived.
 KW2051
 KW2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK984459(NAD 83)
 KW2051_MARKER: DB = BENCH MARK DISK
 KW2051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2051_SP_SET: CULVERT
 KW2051_STAMPING: K 289 1961
 KW2051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2051
 KW2051  HISTORY     - Date     Condition        Report By
 KW2051  HISTORY     - 1961     MONUMENTED       CGS
 KW2051
 KW2051                          STATION DESCRIPTION
 KW2051
 KW2051'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KW2051'3 MI SE FROM NEWVILLE.
 KW2051'ABOUT 0.5 MILE NORTHERLY ON THE PENNSYLVANIA RAILROAD FROM THE
 KW2051'STATION AT NEWVILLE TO A BLACKTOP ROAD OVERPASS THENCE 2.5 MILE
 KW2051'EASTERLY ON BLACKTOP ROAD WHICH IS STATE HIGHWAY 233 TO THE
 KW2051'JUNCTION OF STATE HIGHWAY 233 AND U.S. HIGHWAY 11 AND THE BM
 KW2051'SET IN TOP OF THE HEADWALL FOR A CULVERT IN THE SOUTHWEST
 KW2051'CORNER OF THE INTERSECTION, 33 FEET SOUTH OF THE CENTERLINE
 KW2051'OF U.S. 11, 45 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 233,
 KW2051'AND ABOUT LEVEL WITH THE HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2679 ***********************************************************************
 KW2679  DESIGNATION -  K 289 RESET
 KW2679  PID         -  KW2679
 KW2679  STATE/COUNTY-  PA/CUMBERLAND
 KW2679  USGS QUAD   -  PLAINFIELD (1975)
 KW2679
 KW2679                         *CURRENT SURVEY CONTROL
 KW2679  ___________________________________________________________________
 KW2679* NAD 83(1986)-  40 08 20.     (N)    077 21 58.     (W)     SCALED    
 KW2679* NAVD 88     -       184.137  (meters)     604.12   (feet)  ADJUSTED  
 KW2679  ___________________________________________________________________
 KW2679  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 KW2679  DYNAMIC HT  -         184.038 (meters)     603.80  (feet)  COMP
 KW2679  MODELED GRAV-     980,086.1   (mgal)                       NAVD 88
 KW2679
 KW2679  VERT ORDER  -  FIRST     CLASS II
 KW2679
 KW2679.The horizontal coordinates were scaled from a topographic map and have
 KW2679.an estimated accuracy of +/- 6 seconds.
 KW2679
 KW2679.The orthometric height was determined by differential leveling
 KW2679.and adjusted by the National Geodetic Survey in June 1991..
 KW2679
 KW2679.The geoid height was determined by GEOID03.
 KW2679
 KW2679.The dynamic height is computed by dividing the NAVD 88
 KW2679.geopotential number by the normal gravity value computed on the
 KW2679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2679.degrees latitude (g = 980.6199 gals.).
 KW2679
 KW2679.The modeled gravity was interpolated from observed gravity values.
 KW2679
 KW2679;                    North         East    Units  Estimated Accuracy
 KW2679;SPC PA S     -    89,520.      632,710.      MT  (+/- 180 meters Scaled)
 KW2679
 KW2679                          SUPERSEDED SURVEY CONTROL
 KW2679
 KW2679.No superseded survey control is available for this station.
 KW2679
 KW2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK984458(NAD 83)
 KW2679_MARKER: DB = BENCH MARK DISK
 KW2679_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KW2679_SP_SET: HEADWALL
 KW2679_STAMPING: K 289 RESET
 KW2679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2679+STABILITY: SURFACE MOTION
 KW2679
 KW2679  HISTORY     - Date     Condition        Report By
 KW2679  HISTORY     - UNK      MONUMENTED       CGS
 KW2679  HISTORY     - 1979     GOOD             NGS
 KW2679
 KW2679                          STATION DESCRIPTION
 KW2679
 KW2679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KW2679'3.0 MI EAST FROM NEWVILLE.
 KW2679'ABOUT 0.5 MILE NORTHERLY ON THE PENNSYLVANIA RAILROAD FROM THE STATION
 KW2679'AT NEWVILLE TO A BLACKTOP ROAD OVERPASS, THENCE 2.5 MILES EASTERLY
 KW2679'ON A BLACKTOP ROAD WHICH IS STATE HIGHWAY 233 TO THE JUNCTION OF US
 KW2679'HIGHWAY 11 AND THE BENCH MARK SET IN THE TOP OF THE HEADWALL OF A
 KW2679'CULVERT IN THE SOUTHWEST CORNER OF THE INTERSECTION, 45 FEET WEST OF
 KW2679'THE CENTER LINE OF STATE HIGHWAY 233, 44.5 FEET NORTH OF POWER POLE
 KW2679'NUMBER 1252B, 33.5 FEET SOUTHEAST OF POWER POLE NUMBER 1253, AND 33
 KW2679'FEET SOUTH OF THE CENTER LINE OF US HIGHWAY 11.  NOTE, DATE IS NOT
 KW2679'LEGIBLE, MARK APPEARS TO HAVE BEEN STRUCK WITH A HAMMER.
 KW2679'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1393 ***********************************************************************
 LZ1393  DESIGNATION -  K 29
 LZ1393  PID         -  LZ1393
 LZ1393  STATE/COUNTY-  PA/POTTER
 LZ1393  USGS QUAD   -  CONRAD (1983)
 LZ1393
 LZ1393                         *CURRENT SURVEY CONTROL
 LZ1393  ___________________________________________________________________
 LZ1393* NAD 83(1986)-  41 36 56.     (N)    077 52 34.     (W)     SCALED    
 LZ1393* NAVD 88     -       467.786  (meters)    1534.73   (feet)  ADJUSTED  
 LZ1393  ___________________________________________________________________
 LZ1393  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 LZ1393  DYNAMIC HT  -         467.578 (meters)    1534.05  (feet)  COMP
 LZ1393  MODELED GRAV-     980,162.9   (mgal)                       NAVD 88
 LZ1393
 LZ1393  VERT ORDER  -  SECOND    CLASS 0
 LZ1393
 LZ1393.The horizontal coordinates were scaled from a topographic map and have
 LZ1393.an estimated accuracy of +/- 6 seconds.
 LZ1393
 LZ1393.The orthometric height was determined by differential leveling
 LZ1393.and adjusted by the National Geodetic Survey in June 1991..
 LZ1393
 LZ1393.The geoid height was determined by GEOID03.
 LZ1393
 LZ1393.The dynamic height is computed by dividing the NAVD 88
 LZ1393.geopotential number by the normal gravity value computed on the
 LZ1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1393.degrees latitude (g = 980.6199 gals.).
 LZ1393
 LZ1393.The modeled gravity was interpolated from observed gravity values.
 LZ1393
 LZ1393;                    North         East    Units  Estimated Accuracy
 LZ1393;SPC PA N     -   160,910.      589,490.      MT  (+/- 180 meters Scaled)
 LZ1393
 LZ1393                          SUPERSEDED SURVEY CONTROL
 LZ1393
 LZ1393  NGVD 29 (??/??/92)  467.916  (m)         1535.15   (f) ADJ UNCH    2 0
 LZ1393
 LZ1393.Superseded values are not recommended for survey control.
 LZ1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1393.See file dsdata.txt to determine how the superseded data were derived.
 LZ1393
 LZ1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM603110(NAD 83)
 LZ1393_MARKER: DB = BENCH MARK DISK
 LZ1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1393_STAMPING: K 29 1934
 LZ1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1393+STABILITY: SURFACE MOTION
 LZ1393
 LZ1393  HISTORY     - Date     Condition        Report By
 LZ1393  HISTORY     - 1934     MONUMENTED       CGS
 LZ1393
 LZ1393                          STATION DESCRIPTION
 LZ1393
 LZ1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1393'1 MI E FROM HULL.
 LZ1393'1.0 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM HULL,
 LZ1393'POTTER COUNTY, ABOUT 400 FEET EAST OF MILEPOST 121, ABOUT 120
 LZ1393'FEET EAST OF A WATER TANK, ABOUT 60 FEET WEST OF A GRADE CROSSING,
 LZ1393'33 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND 6 FEET HIGHER
 LZ1393'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED K 29 1934
 LZ1393'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0683 ***********************************************************************
 LZ0683  DESIGNATION -  K 30
 LZ0683  PID         -  LZ0683
 LZ0683  STATE/COUNTY-  PA/TIOGA
 LZ0683  USGS QUAD   -  ASAPH (1969)
 LZ0683
 LZ0683                         *CURRENT SURVEY CONTROL
 LZ0683  ___________________________________________________________________
 LZ0683* NAD 83(1986)-  41 45 04.     (N)    077 25 28.     (W)     SCALED    
 LZ0683* NAVD 88     -       347.719  (meters)    1140.81   (feet)  ADJUSTED  
 LZ0683  ___________________________________________________________________
 LZ0683  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 LZ0683  DYNAMIC HT  -         347.576 (meters)    1140.34  (feet)  COMP
 LZ0683  MODELED GRAV-     980,203.2   (mgal)                       NAVD 88
 LZ0683
 LZ0683  VERT ORDER  -  SECOND    CLASS 0
 LZ0683
 LZ0683.The horizontal coordinates were scaled from a topographic map and have
 LZ0683.an estimated accuracy of +/- 6 seconds.
 LZ0683
 LZ0683.The orthometric height was determined by differential leveling
 LZ0683.and adjusted by the National Geodetic Survey in June 1991..
 LZ0683
 LZ0683.The geoid height was determined by GEOID03.
 LZ0683
 LZ0683.The dynamic height is computed by dividing the NAVD 88
 LZ0683.geopotential number by the normal gravity value computed on the
 LZ0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0683.degrees latitude (g = 980.6199 gals.).
 LZ0683
 LZ0683.The modeled gravity was interpolated from observed gravity values.
 LZ0683
 LZ0683;                    North         East    Units  Estimated Accuracy
 LZ0683;SPC PA N     -   176,010.      627,080.      MT  (+/- 180 meters Scaled)
 LZ0683
 LZ0683                          SUPERSEDED SURVEY CONTROL
 LZ0683
 LZ0683  NGVD 29 (??/??/92)  347.859  (m)         1141.27   (f) ADJ UNCH    2 0
 LZ0683
 LZ0683.Superseded values are not recommended for survey control.
 LZ0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0683.See file dsdata.txt to determine how the superseded data were derived.
 LZ0683
 LZ0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM984249(NAD 83)
 LZ0683_MARKER: DB = BENCH MARK DISK
 LZ0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0683_STAMPING: K 30 1934
 LZ0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0683+STABILITY: SURFACE MOTION
 LZ0683
 LZ0683  HISTORY     - Date     Condition        Report By
 LZ0683  HISTORY     - 1934     MONUMENTED       CGS
 LZ0683
 LZ0683                          STATION DESCRIPTION
 LZ0683
 LZ0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0683'AT ANSONIA.
 LZ0683'AT ANSONIA, TIOGA COUNTY, ON THE NEW YORK CENTRAL RAILROAD, 30
 LZ0683'FEET NORTH OF THE STATION, ABOUT 650 FEET NORTH OF MILEPOST L
 LZ0683'114, ABOUT 40 FEET EAST OF THE CENTER LINE OF A ROAD, 12 FEET
 LZ0683'WEST OF THE WEST RAIL, AND LEVEL WITH THE TOP OF THE RAIL.  A
 LZ0683'STANDARD DISK, STAMPED K 30 1934 AND SET IN THE TOP OF A CONCRETE
 LZ0683'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1749 ***********************************************************************
 JU1749  DESIGNATION -  K 302 PADH
 JU1749  PID         -  JU1749
 JU1749  STATE/COUNTY-  PA/CHESTER
 JU1749  USGS QUAD   -  UNIONVILLE (1992)
 JU1749
 JU1749                         *CURRENT SURVEY CONTROL
 JU1749  ___________________________________________________________________
 JU1749* NAD 83(1986)-  39 58 41.     (N)    075 41 03.     (W)     SCALED    
 JU1749* NAVD 88     -        64.792  (meters)     212.57   (feet)  ADJUSTED  
 JU1749  ___________________________________________________________________
 JU1749  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JU1749  DYNAMIC HT  -          64.761 (meters)     212.47  (feet)  COMP
 JU1749  MODELED GRAV-     980,142.6   (mgal)                       NAVD 88
 JU1749
 JU1749  VERT ORDER  -  SECOND    CLASS 0
 JU1749
 JU1749.The horizontal coordinates were scaled from a topographic map and have
 JU1749.an estimated accuracy of +/- 6 seconds.
 JU1749
 JU1749.The orthometric height was determined by differential leveling
 JU1749.and adjusted by the National Geodetic Survey in June 1991..
 JU1749
 JU1749.The geoid height was determined by GEOID03.
 JU1749
 JU1749.The dynamic height is computed by dividing the NAVD 88
 JU1749.geopotential number by the normal gravity value computed on the
 JU1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1749.degrees latitude (g = 980.6199 gals.).
 JU1749
 JU1749.The modeled gravity was interpolated from observed gravity values.
 JU1749
 JU1749;                    North         East    Units  Estimated Accuracy
 JU1749;SPC PA S     -    73,650.      776,450.      MT  (+/- 180 meters Scaled)
 JU1749
 JU1749                          SUPERSEDED SURVEY CONTROL
 JU1749
 JU1749  NGVD 29 (??/??/??)   65.074  (m)          213.50   (f) ADJUSTED    2 0
 JU1749
 JU1749.Superseded values are not recommended for survey control.
 JU1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1749.See file dsdata.txt to determine how the superseded data were derived.
 JU1749
 JU1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK415255(NAD 83)
 JU1749_MARKER: DD = SURVEY DISK
 JU1749_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1749_SP_SET: BRIDGE
 JU1749_STAMPING: K 302 1966
 JU1749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1749
 JU1749  HISTORY     - Date     Condition        Report By
 JU1749  HISTORY     - 1966     MONUMENTED       PADH
 JU1749  HISTORY     - 1966     GOOD             CGS
 JU1749
 JU1749                          STATION DESCRIPTION
 JU1749
 JU1749'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1749'2.3 MI SE FROM DOWNINGTOWN.
 JU1749'2.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 322 FROM THE JUNCTION
 JU1749'OF U.S. HIGHWAYS 322 AND 30 IN DOWNINGTOWN, 55 FEET NORTHEAST
 JU1749'OF THE JUNCTION OF A BLACKTOP ROAD LEADING WEST, 15 FEET EAST
 JU1749'OF THE CENTERLINE OF HIGHWAY, SET IN THE TOP OF THE SOUTHEAST
 JU1749'WINGWALL OF A SMALL BRIDGE AND IS ABOUT 1 FOOT BELOW THE LEVEL
 JU1749'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1718 ***********************************************************************
 JU1718  DESIGNATION -  K 303
 JU1718  PID         -  JU1718
 JU1718  STATE/COUNTY-  PA/CHESTER
 JU1718  USGS QUAD   -  PARKESBURG (1992)
 JU1718
 JU1718                         *CURRENT SURVEY CONTROL
 JU1718  ___________________________________________________________________
 JU1718* NAD 83(1986)-  39 58 59.     (N)    075 55 46.     (W)     SCALED    
 JU1718* NAVD 88     -       196.911  (meters)     646.03   (feet)  ADJUSTED  
 JU1718  ___________________________________________________________________
 JU1718  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 JU1718  DYNAMIC HT  -         196.811 (meters)     645.70  (feet)  COMP
 JU1718  MODELED GRAV-     980,110.3   (mgal)                       NAVD 88
 JU1718
 JU1718  VERT ORDER  -  SECOND    CLASS 0
 JU1718
 JU1718.The horizontal coordinates were scaled from a topographic map and have
 JU1718.an estimated accuracy of +/- 6 seconds.
 JU1718
 JU1718.The orthometric height was determined by differential leveling
 JU1718.and adjusted by the National Geodetic Survey in June 1991..
 JU1718
 JU1718.The geoid height was determined by GEOID03.
 JU1718
 JU1718.The dynamic height is computed by dividing the NAVD 88
 JU1718.geopotential number by the normal gravity value computed on the
 JU1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1718.degrees latitude (g = 980.6199 gals.).
 JU1718
 JU1718.The modeled gravity was interpolated from observed gravity values.
 JU1718
 JU1718;                    North         East    Units  Estimated Accuracy
 JU1718;SPC PA S     -    73,750.      755,490.      MT  (+/- 180 meters Scaled)
 JU1718
 JU1718                          SUPERSEDED SURVEY CONTROL
 JU1718
 JU1718  NGVD 29 (??/??/??)  197.184  (m)          646.93   (f) ADJUSTED    2 0
 JU1718
 JU1718.Superseded values are not recommended for survey control.
 JU1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1718.See file dsdata.txt to determine how the superseded data were derived.
 JU1718
 JU1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK206262(NAD 83)
 JU1718_MARKER: DB = BENCH MARK DISK
 JU1718_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1718_SP_SET: CATCH BASIN
 JU1718_STAMPING: K 303 1966
 JU1718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1718
 JU1718  HISTORY     - Date     Condition        Report By
 JU1718  HISTORY     - 1966     MONUMENTED       CGS
 JU1718  HISTORY     - 20000311 MARK NOT FOUND   USPSQD
 JU1718
 JU1718                          STATION DESCRIPTION
 JU1718
 JU1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1718'4.9 MI E FROM GAP.
 JU1718'4.9 MILES EAST ALONG U.S. HIGHWAY 30 FROM ITS JUNCTION WITH STATE
 JU1718'HIGHWAY 41 IN GAP, 300 FEET EAST OF THE CENTERLINE OF STATE
 JU1718'HIGHWAY 10, 21.5 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND
 JU1718'LANE OF HIGHWAY, 2.1 MILES NORTH OF PARKESBURG, 3.0 EAST OF WEST
 JU1718'END OF BACKWALL, 3.0 FEET WEST OF THE EAST END OF BACKWALL,
 JU1718'SET IN THE TOP OF THE BACKWALL OF A LARGE CATCH BASIN AND IS
 JU1718'ABOUT LEVEL WITH THE HIGHWAY.
 JU1718
 JU1718                          STATION RECOVERY (2000)
 JU1718
 JU1718'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU1718'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0774 ***********************************************************************
 KW0774  DESIGNATION -  K 304 PADH
 KW0774  PID         -  KW0774
 KW0774  STATE/COUNTY-  PA/LANCASTER
 KW0774  USGS QUAD   -  LEOLA (1992)
 KW0774
 KW0774                         *CURRENT SURVEY CONTROL
 KW0774  ___________________________________________________________________
 KW0774* NAD 83(1986)-  40 01 43.     (N)    076 13 32.     (W)     SCALED    
 KW0774* NAVD 88     -        95.784  (meters)     314.25   (feet)  ADJUSTED  
 KW0774  ___________________________________________________________________
 KW0774  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KW0774  DYNAMIC HT  -          95.735 (meters)     314.09  (feet)  COMP
 KW0774  MODELED GRAV-     980,112.3   (mgal)                       NAVD 88
 KW0774
 KW0774  VERT ORDER  -  SECOND    CLASS 0
 KW0774
 KW0774.The horizontal coordinates were scaled from a topographic map and have
 KW0774.an estimated accuracy of +/- 6 seconds.
 KW0774
 KW0774.The orthometric height was determined by differential leveling
 KW0774.and adjusted by the National Geodetic Survey in June 1991..
 KW0774
 KW0774.The geoid height was determined by GEOID03.
 KW0774
 KW0774.The dynamic height is computed by dividing the NAVD 88
 KW0774.geopotential number by the normal gravity value computed on the
 KW0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0774.degrees latitude (g = 980.6199 gals.).
 KW0774
 KW0774.The modeled gravity was interpolated from observed gravity values.
 KW0774
 KW0774;                    North         East    Units  Estimated Accuracy
 KW0774;SPC PA S     -    78,320.      730,120.      MT  (+/- 180 meters Scaled)
 KW0774
 KW0774                          SUPERSEDED SURVEY CONTROL
 KW0774
 KW0774  NGVD 29 (??/??/??)   96.053  (m)          315.13   (f) ADJUSTED    2 0
 KW0774
 KW0774.Superseded values are not recommended for survey control.
 KW0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0774.See file dsdata.txt to determine how the superseded data were derived.
 KW0774
 KW0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK954316(NAD 83)
 KW0774_MARKER: DD = SURVEY DISK
 KW0774_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0774_SP_SET: BRIDGE
 KW0774_STAMPING: K 304 1966
 KW0774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0774
 KW0774  HISTORY     - Date     Condition        Report By
 KW0774  HISTORY     - 1966     MONUMENTED       PADH
 KW0774  HISTORY     - 1966     GOOD             CGS
 KW0774  HISTORY     - 20050905 MARK NOT FOUND   GEOCAC
 KW0774
 KW0774                          STATION DESCRIPTION
 KW0774
 KW0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0774'0.7 MI E FROM LANCASTER.
 KW0774'ABOUT 0.7 MILE EAST ALONG U.S. HIGHWAY 30 FROM ITS JUNCTION
 KW0774'WITH STATE HIGHWAY 230 AND U.S. 30 BY-PASS, WHICH IS ABOUT
 KW0774'2.0 MILES EAST OF LANCASTER, 26 FEET NORTH OF THE APPROXIMATE
 KW0774'CENTER OF HIGHWAY, SET IN THE TOP OF THE NORTHWEST WINGWALL OF A
 KW0774'BRIDGE OVER A RIVER AND IS ABOUT LEVEL WITH THE HIGHWAY.
 KW0774
 KW0774                          STATION RECOVERY (2005)
 KW0774
 KW0774'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0774'BRIDGE HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0789 ***********************************************************************
 KW0789  DESIGNATION -  K 305 PADH
 KW0789  PID         -  KW0789
 KW0789  STATE/COUNTY-  PA/LANCASTER
 KW0789  USGS QUAD   -  LANCASTER (1995)
 KW0789
 KW0789                         *CURRENT SURVEY CONTROL
 KW0789  ___________________________________________________________________
 KW0789* NAD 83(1986)-  40 04 17.     (N)    076 19 32.     (W)     SCALED    
 KW0789* NAVD 88     -       112.038  (meters)     367.58   (feet)  ADJUSTED  
 KW0789  ___________________________________________________________________
 KW0789  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KW0789  DYNAMIC HT  -         111.981 (meters)     367.39  (feet)  COMP
 KW0789  MODELED GRAV-     980,110.7   (mgal)                       NAVD 88
 KW0789
 KW0789  VERT ORDER  -  SECOND    CLASS 0
 KW0789
 KW0789.The horizontal coordinates were scaled from a topographic map and have
 KW0789.an estimated accuracy of +/- 6 seconds.
 KW0789
 KW0789.The orthometric height was determined by differential leveling
 KW0789.and adjusted by the National Geodetic Survey in June 1991..
 KW0789
 KW0789.The geoid height was determined by GEOID03.
 KW0789
 KW0789.The dynamic height is computed by dividing the NAVD 88
 KW0789.geopotential number by the normal gravity value computed on the
 KW0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0789.degrees latitude (g = 980.6199 gals.).
 KW0789
 KW0789.The modeled gravity was interpolated from observed gravity values.
 KW0789
 KW0789;                    North         East    Units  Estimated Accuracy
 KW0789;SPC PA S     -    82,930.      721,500.      MT  (+/- 180 meters Scaled)
 KW0789
 KW0789                          SUPERSEDED SURVEY CONTROL
 KW0789
 KW0789  NGVD 29 (??/??/??)  112.297  (m)          368.43   (f) ADJUSTED    2 0
 KW0789
 KW0789.Superseded values are not recommended for survey control.
 KW0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0789.See file dsdata.txt to determine how the superseded data were derived.
 KW0789
 KW0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK869365(NAD 83)
 KW0789_MARKER: DD = SURVEY DISK
 KW0789_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0789_SP_SET: VIADUCT
 KW0789_STAMPING: K 305 1966
 KW0789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0789
 KW0789  HISTORY     - Date     Condition        Report By
 KW0789  HISTORY     - 1966     MONUMENTED       PADH
 KW0789  HISTORY     - 1966     GOOD             CGS
 KW0789  HISTORY     - 19950408 GOOD             USPSQD
 KW0789  HISTORY     - 20040327 MARK NOT FOUND   PADT
 KW0789
 KW0789                          STATION DESCRIPTION
 KW0789
 KW0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0789'7.7 MI NW FROM LANCASTER.
 KW0789'ABOUT 5.7 MILES NORTHWEST ALONG U.S. HIGHWAY 30 BY-PASS AND STATE
 KW0789'HIGHWAY 230 FROM ITS JUNCTION WITH U.S. HIGHWAY 30, BUSINESS
 KW0789'ROUTE, WHICH IS ABOUT 2.0 MILES EAST OF LANCASTER, SET IN THE
 KW0789'TOP OF THE WEST END OF SOUTH BANNISTER OF VIADUCT AT THE JUNCTION
 KW0789'OF U.S. HIGHWAY 30 BY-PASS AND STATE HIGHWAY 230, 20 FEET SOUTH
 KW0789'OF THE CENTERLINE OF BY-PASS, 0.3 FOOT EAST OF WEST END AND IS
 KW0789'ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 KW0789
 KW0789                          STATION RECOVERY (1995)
 KW0789
 KW0789'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW0789'RECOVERED IN GOOD CONDITION.
 KW0789
 KW0789                          STATION RECOVERY (2004)
 KW0789
 KW0789'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (SMM)
 KW0789'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2016 ***********************************************************************
 KW2016  DESIGNATION -  K 306 PADH
 KW2016  PID         -  KW2016
 KW2016  STATE/COUNTY-  PA/ADAMS
 KW2016  USGS QUAD   -  DILLSBURG (1984)
 KW2016
 KW2016                         *CURRENT SURVEY CONTROL
 KW2016  ___________________________________________________________________
 KW2016* NAD 83(1986)-  40 01 36.     (N)    077 05 13.     (W)     SCALED    
 KW2016* NAVD 88     -       157.229  (meters)     515.84   (feet)  ADJUSTED  
 KW2016  ___________________________________________________________________
 KW2016  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KW2016  DYNAMIC HT  -         157.147 (meters)     515.57  (feet)  COMP
 KW2016  MODELED GRAV-     980,100.3   (mgal)                       NAVD 88
 KW2016
 KW2016  VERT ORDER  -  SECOND    CLASS 0
 KW2016
 KW2016.The horizontal coordinates were scaled from a topographic map and have
 KW2016.an estimated accuracy of +/- 6 seconds.
 KW2016
 KW2016.The orthometric height was determined by differential leveling
 KW2016.and adjusted by the National Geodetic Survey in June 1991..
 KW2016
 KW2016.The geoid height was determined by GEOID03.
 KW2016
 KW2016.The dynamic height is computed by dividing the NAVD 88
 KW2016.geopotential number by the normal gravity value computed on the
 KW2016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2016.degrees latitude (g = 980.6199 gals.).
 KW2016
 KW2016.The modeled gravity was interpolated from observed gravity values.
 KW2016
 KW2016;                    North         East    Units  Estimated Accuracy
 KW2016;SPC PA S     -    77,200.      656,600.      MT  (+/- 180 meters Scaled)
 KW2016
 KW2016                          SUPERSEDED SURVEY CONTROL
 KW2016
 KW2016  NGVD 29 (??/??/??)  157.427  (m)          516.49   (f) ADJUSTED    2 0
 KW2016
 KW2016.Superseded values are not recommended for survey control.
 KW2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2016.See file dsdata.txt to determine how the superseded data were derived.
 KW2016
 KW2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK219328(NAD 83)
 KW2016_MARKER: DD = SURVEY DISK
 KW2016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2016_SP_SET: BRIDGE
 KW2016_STAMPING: K 306 1966
 KW2016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2016
 KW2016  HISTORY     - Date     Condition        Report By
 KW2016  HISTORY     - 1966     MONUMENTED       PADH
 KW2016  HISTORY     - 1966     GOOD             CGS
 KW2016  HISTORY     - 20000501 GOOD             PADT
 KW2016  HISTORY     - 20020501 GOOD             NGS
 KW2016  HISTORY     - 20060426 GOOD             GEOCAC
 KW2016
 KW2016                          STATION DESCRIPTION
 KW2016
 KW2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2016'2.1 MI NE FROM YORK SPRINGS.
 KW2016'ABOUT 2.1 MILES NORTHEAST ALONG U.S. HIGHWAY 15 FROM ITS JUNCTION
 KW2016'WITH STATE HIGHWAY 94 AT THE EAST EDGE OF YORK SPRINGS, 24
 KW2016'FEET SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF THE
 KW2016'HIGHWAY, SET IN THE TOP OF THE SOUTHWEST WINGWALL OF A BRIDGE
 KW2016'AND IS ABOUT LEVEL WITH THE HIGHWAY.
 KW2016
 KW2016                          STATION RECOVERY (2000)
 KW2016
 KW2016'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 KW2016'RECOVERED IN GOOD CONDITION.
 KW2016
 KW2016                          STATION RECOVERY (2002)
 KW2016
 KW2016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 KW2016'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KW2016
 KW2016                          STATION RECOVERY (2006)
 KW2016
 KW2016'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1435 ***********************************************************************
 KW1435  DESIGNATION -  K 307
 KW1435  PID         -  KW1435
 KW1435  STATE/COUNTY-  PA/SNYDER
 KW1435  USGS QUAD   -  DALMATIA (1969)
 KW1435
 KW1435                         *CURRENT SURVEY CONTROL
 KW1435  ___________________________________________________________________
 KW1435* NAD 83(1986)-  40 40 23.     (N)    076 54 23.     (W)     SCALED    
 KW1435* NAVD 88     -       127.663  (meters)     418.84   (feet)  ADJUSTED  
 KW1435  ___________________________________________________________________
 KW1435  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 KW1435  DYNAMIC HT  -         127.604 (meters)     418.65  (feet)  COMP
 KW1435  MODELED GRAV-     980,162.2   (mgal)                       NAVD 88
 KW1435
 KW1435  VERT ORDER  -  FIRST     CLASS II
 KW1435
 KW1435.The horizontal coordinates were scaled from a topographic map and have
 KW1435.an estimated accuracy of +/- 6 seconds.
 KW1435
 KW1435.The orthometric height was determined by differential leveling
 KW1435.and adjusted by the National Geodetic Survey in June 1991..
 KW1435
 KW1435.The geoid height was determined by GEOID03.
 KW1435
 KW1435.The dynamic height is computed by dividing the NAVD 88
 KW1435.geopotential number by the normal gravity value computed on the
 KW1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1435.degrees latitude (g = 980.6199 gals.).
 KW1435
 KW1435.The modeled gravity was interpolated from observed gravity values.
 KW1435
 KW1435;                    North         East    Units  Estimated Accuracy
 KW1435;SPC PA S     -   149,100.      671,320.      MT  (+/- 180 meters Scaled)
 KW1435
 KW1435                          SUPERSEDED SURVEY CONTROL
 KW1435
 KW1435  NGVD 29 (??/??/??)  127.885  (m)          419.57   (f) ADJUSTED    1 2
 KW1435
 KW1435.Superseded values are not recommended for survey control.
 KW1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1435.See file dsdata.txt to determine how the superseded data were derived.
 KW1435
 KW1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL388042(NAD 83)
 KW1435_MARKER: DB = BENCH MARK DISK
 KW1435_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1435_SP_SET: CATCH BASIN
 KW1435_STAMPING: K 307 1966
 KW1435_MARK LOGO: CGS   
 KW1435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1435
 KW1435  HISTORY     - Date     Condition        Report By
 KW1435  HISTORY     - 1966     MONUMENTED       CGS
 KW1435  HISTORY     - 1983     GOOD             NGS
 KW1435
 KW1435                          STATION DESCRIPTION
 KW1435
 KW1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1435'8.5 MI N FROM LIVERPOOL.
 KW1435'8.5 MILES NORTH ALONG U.S. HIGHWAYS 11 AND 15 FROM THE POST
 KW1435'OFFICE IN LIVERPOOL, 180 FEET SOUTH OF TELEPHONE POLE NO 337,
 KW1435'29 FEET WEST OF THE APPROXIMATE CENTER OF HIGHWAY, SET IN
 KW1435'THE TOP OF THE APPROXIMATE CENTER OF A BACKWALL OF A CATCH BASIN
 KW1435'AND IS ABOUT LEVEL WITH THE HIGHWAY.
 KW1435
 KW1435                          STATION RECOVERY (1983)
 KW1435
 KW1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KW1435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1848 ***********************************************************************
 KW1848  DESIGNATION -  K 308 PADH
 KW1848  PID         -  KW1848
 KW1848  STATE/COUNTY-  PA/PERRY
 KW1848  USGS QUAD   -  DUNCANNON (1984)
 KW1848
 KW1848                         *CURRENT SURVEY CONTROL
 KW1848  ___________________________________________________________________
 KW1848* NAD 83(1986)-  40 28 47.     (N)    077 02 48.     (W)     SCALED    
 KW1848* NAVD 88     -       129.410  (meters)     424.57   (feet)  ADJUSTED  
 KW1848  ___________________________________________________________________
 KW1848  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KW1848  DYNAMIC HT  -         129.348 (meters)     424.37  (feet)  COMP
 KW1848  MODELED GRAV-     980,147.2   (mgal)                       NAVD 88
 KW1848
 KW1848  VERT ORDER  -  SECOND    CLASS 0
 KW1848
 KW1848.The horizontal coordinates were scaled from a topographic map and have
 KW1848.an estimated accuracy of +/- 6 seconds.
 KW1848
 KW1848.The orthometric height was determined by differential leveling
 KW1848.and adjusted by the National Geodetic Survey in June 1991..
 KW1848
 KW1848.The geoid height was determined by GEOID03.
 KW1848
 KW1848.The dynamic height is computed by dividing the NAVD 88
 KW1848.geopotential number by the normal gravity value computed on the
 KW1848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1848.degrees latitude (g = 980.6199 gals.).
 KW1848
 KW1848.The modeled gravity was interpolated from observed gravity values.
 KW1848
 KW1848;                    North         East    Units  Estimated Accuracy
 KW1848;SPC PA S     -   127,530.      659,640.      MT  (+/- 180 meters Scaled)
 KW1848
 KW1848                          SUPERSEDED SURVEY CONTROL
 KW1848
 KW1848  NGVD 29 (??/??/??)  129.642  (m)          425.33   (f) ADJUSTED    2 0
 KW1848
 KW1848.Superseded values are not recommended for survey control.
 KW1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1848.See file dsdata.txt to determine how the superseded data were derived.
 KW1848
 KW1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK265830(NAD 83)
 KW1848_MARKER: DD = SURVEY DISK
 KW1848_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1848_SP_SET: OVERPASS BANNISTER
 KW1848_STAMPING: K 308 1966
 KW1848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1848
 KW1848  HISTORY     - Date     Condition        Report By
 KW1848  HISTORY     - 1966     MONUMENTED       PADH
 KW1848  HISTORY     - 1966     GOOD             CGS
 KW1848  HISTORY     - 1977     GOOD             NGS
 KW1848  HISTORY     - 20040913 MARK NOT FOUND   GEOCAC
 KW1848
 KW1848                          STATION DESCRIPTION
 KW1848
 KW1848'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1848'3.8 MI SE FROM NEWPORT.
 KW1848'ABOUT 3.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 22 AND 322 FROM ITS
 KW1848'JUNCTION WITH STATE HIGHWAY 34, WHICH IS 1.0 MILE EAST OF NEWPORT,
 KW1848'24.5 FEET NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANE OF
 KW1848'HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE EAST BANNISTER
 KW1848'OF A OVERPASS AND IS ABOUT 3.0 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 KW1848
 KW1848                          STATION RECOVERY (1977)
 KW1848
 KW1848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KW1848'RECOVERED IN GOOD CONDITION.
 KW1848
 KW1848                          STATION RECOVERY (2004)
 KW1848
 KW1848'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1848'BRIDGE HAS BEEN REPLACED. A MARKER WITH NO STAMPING HAS BEEN SET ON
 KW1848'THE BANISTER OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1749 ***********************************************************************
 KW1749  DESIGNATION -  K 309 PADH
 KW1749  PID         -  KW1749
 KW1749  STATE/COUNTY-  PA/JUNIATA
 KW1749  USGS QUAD   -  MEXICO (1979)
 KW1749
 KW1749                         *CURRENT SURVEY CONTROL
 KW1749  ___________________________________________________________________
 KW1749* NAD 83(1986)-  40 32 33.     (N)    077 18 57.     (W)     SCALED    
 KW1749* NAVD 88     -       141.578  (meters)     464.49   (feet)  ADJUSTED  
 KW1749  ___________________________________________________________________
 KW1749  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KW1749  DYNAMIC HT  -         141.511 (meters)     464.27  (feet)  COMP
 KW1749  MODELED GRAV-     980,148.8   (mgal)                       NAVD 88
 KW1749
 KW1749  VERT ORDER  -  SECOND    CLASS 0
 KW1749
 KW1749.The horizontal coordinates were scaled from a topographic map and have
 KW1749.an estimated accuracy of +/- 6 seconds.
 KW1749
 KW1749.The orthometric height was determined by differential leveling
 KW1749.and adjusted by the National Geodetic Survey in June 1991..
 KW1749
 KW1749.The geoid height was determined by GEOID03.
 KW1749
 KW1749.The dynamic height is computed by dividing the NAVD 88
 KW1749.geopotential number by the normal gravity value computed on the
 KW1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1749.degrees latitude (g = 980.6199 gals.).
 KW1749
 KW1749.The modeled gravity was interpolated from observed gravity values.
 KW1749
 KW1749;                    North         East    Units  Estimated Accuracy
 KW1749;SPC PA S     -   134,350.      636,780.      MT  (+/- 180 meters Scaled)
 KW1749
 KW1749                          SUPERSEDED SURVEY CONTROL
 KW1749
 KW1749  NGVD 29 (??/??/??)  141.793  (m)          465.20   (f) ADJUSTED    2 0
 KW1749
 KW1749.Superseded values are not recommended for survey control.
 KW1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1749.See file dsdata.txt to determine how the superseded data were derived.
 KW1749
 KW1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK038905(NAD 83)
 KW1749_MARKER: DD = SURVEY DISK
 KW1749_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1749_SP_SET: BRIDGE
 KW1749_STAMPING: K 309 1966
 KW1749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1749
 KW1749  HISTORY     - Date     Condition        Report By
 KW1749  HISTORY     - 1966     MONUMENTED       PADH
 KW1749  HISTORY     - 1966     GOOD             CGS
 KW1749  HISTORY     - 1968     GOOD             CGS
 KW1749
 KW1749                          STATION DESCRIPTION
 KW1749
 KW1749'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1749'2.1 MI SE FROM MEXICO.
 KW1749'2.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 22 AND 322 FROM THE
 KW1749'POST OFFICE IN MEXICO, SET IN THE TOP OF THE NORTHEAST WINGWALL
 KW1749'OF A BRIDGE, 15 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY,
 KW1749'AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 KW1749
 KW1749                          STATION RECOVERY (1968)
 KW1749
 KW1749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 KW1749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0558 ***********************************************************************
 LZ0558  DESIGNATION -  K 31
 LZ0558  PID         -  LZ0558
 LZ0558  STATE/COUNTY-  PA/TIOGA
 LZ0558  USGS QUAD   -  MILLERTON (1969)
 LZ0558
 LZ0558                         *CURRENT SURVEY CONTROL
 LZ0558  ___________________________________________________________________
 LZ0558* NAD 83(1986)-  41 59 31.     (N)    076 55 03.     (W)     SCALED    
 LZ0558* NAVD 88     -       352.168  (meters)    1155.40   (feet)  ADJUSTED  
 LZ0558  ___________________________________________________________________
 LZ0558  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 LZ0558  DYNAMIC HT  -         352.031 (meters)    1154.95  (feet)  COMP
 LZ0558  MODELED GRAV-     980,225.9   (mgal)                       NAVD 88
 LZ0558
 LZ0558  VERT ORDER  -  SECOND    CLASS 0
 LZ0558
 LZ0558.The horizontal coordinates were scaled from a topographic map and have
 LZ0558.an estimated accuracy of +/- 6 seconds.
 LZ0558
 LZ0558.The orthometric height was determined by differential leveling
 LZ0558.and adjusted by the National Geodetic Survey in June 1991..
 LZ0558
 LZ0558.The geoid height was determined by GEOID03.
 LZ0558
 LZ0558.The dynamic height is computed by dividing the NAVD 88
 LZ0558.geopotential number by the normal gravity value computed on the
 LZ0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0558.degrees latitude (g = 980.6199 gals.).
 LZ0558
 LZ0558.The modeled gravity was interpolated from observed gravity values.
 LZ0558
 LZ0558;                    North         East    Units  Estimated Accuracy
 LZ0558;SPC PA N     -   203,040.      668,980.      MT  (+/- 180 meters Scaled)
 LZ0558
 LZ0558                          SUPERSEDED SURVEY CONTROL
 LZ0558
 LZ0558  NGVD 29 (??/??/92)  352.318  (m)         1155.90   (f) ADJ UNCH    2 0
 LZ0558
 LZ0558.Superseded values are not recommended for survey control.
 LZ0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0558.See file dsdata.txt to determine how the superseded data were derived.
 LZ0558
 LZ0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM411506(NAD 83)
 LZ0558_MARKER: DB = BENCH MARK DISK
 LZ0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0558_STAMPING: K 31 1934
 LZ0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0558+STABILITY: SURFACE MOTION
 LZ0558
 LZ0558  HISTORY     - Date     Condition        Report By
 LZ0558  HISTORY     - 1934     MONUMENTED       CGS
 LZ0558
 LZ0558                          STATION DESCRIPTION
 LZ0558
 LZ0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0558'11 MI SW FROM ELMIRA.
 LZ0558'IN BRADFORD COUNTY, PENNSYLVANIA, ABOUT 11.0 MILES SOUTHWEST
 LZ0558'ALONG THE ERIE RAILROAD FROM ELMIRA, CHEMUNG COUNTY, NEW YORK,
 LZ0558'ABOUT 3,000 FEET WEST OF MILEPOST 10, ABOUT 200 FEET NORTH OF A
 LZ0558'YELLOW FRAME HOUSE, AT A PRIVATE ROAD CROSSING, 12 FEET EAST OF
 LZ0558'THE CENTER LINE OF THE ROAD, 20 FEET SOUTH OF THE SOUTH RAIL,
 LZ0558'1 FOOT HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 LZ0558'K 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1780 ***********************************************************************
 KW1780  DESIGNATION -  K 310
 KW1780  PID         -  KW1780
 KW1780  STATE/COUNTY-  PA/MIFFLIN
 KW1780  USGS QUAD   -  MC CLURE (1978)
 KW1780
 KW1780                         *CURRENT SURVEY CONTROL
 KW1780  ___________________________________________________________________
 KW1780* NAD 83(1986)-  40 41 25.     (N)    077 22 02.     (W)     SCALED    
 KW1780* NAVD 88     -       243.383  (meters)     798.50   (feet)  ADJUSTED  
 KW1780  ___________________________________________________________________
 KW1780  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KW1780  DYNAMIC HT  -         243.268 (meters)     798.12  (feet)  COMP
 KW1780  MODELED GRAV-     980,145.8   (mgal)                       NAVD 88
 KW1780
 KW1780  VERT ORDER  -  SECOND    CLASS 0
 KW1780
 KW1780.The horizontal coordinates were scaled from a topographic map and have
 KW1780.an estimated accuracy of +/- 6 seconds.
 KW1780
 KW1780.The orthometric height was determined by differential leveling
 KW1780.and adjusted by the National Geodetic Survey in June 1991..
 KW1780
 KW1780.The geoid height was determined by GEOID03.
 KW1780
 KW1780.The dynamic height is computed by dividing the NAVD 88
 KW1780.geopotential number by the normal gravity value computed on the
 KW1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1780.degrees latitude (g = 980.6199 gals.).
 KW1780
 KW1780.The modeled gravity was interpolated from observed gravity values.
 KW1780
 KW1780;                    North         East    Units  Estimated Accuracy
 KW1780;SPC PA S     -   150,740.      632,350.      MT  (+/- 180 meters Scaled)
 KW1780
 KW1780                          SUPERSEDED SURVEY CONTROL
 KW1780
 KW1780  NGVD 29 (??/??/??)  243.600  (m)          799.21   (f) ADJUSTED    2 0
 KW1780
 KW1780.Superseded values are not recommended for survey control.
 KW1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1780.See file dsdata.txt to determine how the superseded data were derived.
 KW1780
 KW1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL999070(NAD 83)
 KW1780_MARKER: DB = BENCH MARK DISK
 KW1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1780_STAMPING: K 310 1966
 KW1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1780+STABILITY: SURFACE MOTION
 KW1780
 KW1780  HISTORY     - Date     Condition        Report By
 KW1780  HISTORY     - 1966     MONUMENTED       CGS
 KW1780
 KW1780                          STATION DESCRIPTION
 KW1780
 KW1780'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1780'3 MI SW FROM MC CLURE.
 KW1780'3.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 522 FROM ITS JUNCTION
 KW1780'WITH MAIN STREET IN MC CLURE, AT THE CREST OF A SMALL HILL,
 KW1780'20 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 1 FOOT WEST OF
 KW1780'POLE NO 401, 1 FOOT SOUTH OF A WIRE FENCE, 4.5 FEET EAST OF
 KW1780'A METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE POST
 KW1780'PROJECTING 3-INCHES AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2264 ***********************************************************************
 KW2264  DESIGNATION -  K 311 PADH
 KW2264  PID         -  KW2264
 KW2264  STATE/COUNTY-  PA/MIFFLIN
 KW2264  USGS QUAD   -  NEWTON HAMILTON (1971)
 KW2264
 KW2264                         *CURRENT SURVEY CONTROL
 KW2264  ___________________________________________________________________
 KW2264* NAD 83(1986)-  40 26 08.     (N)    077 50 50.     (W)     SCALED    
 KW2264* NAVD 88     -       206.704  (meters)     678.16   (feet)  ADJUSTED  
 KW2264  ___________________________________________________________________
 KW2264  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KW2264  DYNAMIC HT  -         206.597 (meters)     677.81  (feet)  COMP
 KW2264  MODELED GRAV-     980,106.0   (mgal)                       NAVD 88
 KW2264
 KW2264  VERT ORDER  -  SECOND    CLASS 0
 KW2264
 KW2264.The horizontal coordinates were scaled from a topographic map and have
 KW2264.an estimated accuracy of +/- 6 seconds.
 KW2264
 KW2264.The orthometric height was determined by differential leveling
 KW2264.and adjusted by the National Geodetic Survey in June 1991..
 KW2264
 KW2264.The geoid height was determined by GEOID03.
 KW2264
 KW2264.The dynamic height is computed by dividing the NAVD 88
 KW2264.geopotential number by the normal gravity value computed on the
 KW2264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2264.degrees latitude (g = 980.6199 gals.).
 KW2264
 KW2264.The modeled gravity was interpolated from observed gravity values.
 KW2264
 KW2264;                    North         East    Units  Estimated Accuracy
 KW2264;SPC PA S     -   122,390.      591,750.      MT  (+/- 180 meters Scaled)
 KW2264
 KW2264                          SUPERSEDED SURVEY CONTROL
 KW2264
 KW2264  NGVD 29 (??/??/??)  206.903  (m)          678.81   (f) ADJUSTED    2 0
 KW2264
 KW2264.Superseded values are not recommended for survey control.
 KW2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2264.See file dsdata.txt to determine how the superseded data were derived.
 KW2264
 KW2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK584799(NAD 83)
 KW2264_MARKER: DD = SURVEY DISK
 KW2264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2264_SP_SET: CULVERT
 KW2264_STAMPING: K 311 1966
 KW2264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2264
 KW2264  HISTORY     - Date     Condition        Report By
 KW2264  HISTORY     - 1966     MONUMENTED       PADH
 KW2264  HISTORY     - 1967     GOOD             CGS
 KW2264
 KW2264                          STATION DESCRIPTION
 KW2264
 KW2264'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KW2264'3.6 MI NE FROM MT UNION.
 KW2264'3.6 MILES NORTHEAST ALONG U.S. HIGHWAY 22 AND 522 FROM THE
 KW2264'JUNCTION OF U.S. HIGHWAY 22 AND 522 SOUTH IN MT. UNION, SET
 KW2264'IN THE TOP OF THE SOUTHWEST WINGWALL OF A LARGE BOX CULVERT, 24
 KW2264'FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY AND IS ABOUT 2 FEET
 KW2264'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0367 ***********************************************************************
 KX0367  DESIGNATION -  K 312
 KX0367  PID         -  KX0367
 KX0367  STATE/COUNTY-  PA/BLAIR
 KX0367  USGS QUAD   -  FRANKSTOWN (1994)
 KX0367
 KX0367                         *CURRENT SURVEY CONTROL
 KX0367  ___________________________________________________________________
 KX0367* NAD 83(1986)-  40 27 10.     (N)    078 20 26.     (W)     SCALED    
 KX0367* NAVD 88     -       290.622  (meters)     953.48   (feet)  ADJUSTED  
 KX0367  ___________________________________________________________________
 KX0367  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KX0367  DYNAMIC HT  -         290.470 (meters)     952.98  (feet)  COMP
 KX0367  MODELED GRAV-     980,095.7   (mgal)                       NAVD 88
 KX0367
 KX0367  VERT ORDER  -  SECOND    CLASS 0
 KX0367
 KX0367.The horizontal coordinates were scaled from a topographic map and have
 KX0367.an estimated accuracy of +/- 6 seconds.
 KX0367
 KX0367.The orthometric height was determined by differential leveling
 KX0367.and adjusted by the National Geodetic Survey in June 1991..
 KX0367
 KX0367.The geoid height was determined by GEOID03.
 KX0367
 KX0367.The dynamic height is computed by dividing the NAVD 88
 KX0367.geopotential number by the normal gravity value computed on the
 KX0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0367.degrees latitude (g = 980.6199 gals.).
 KX0367
 KX0367.The modeled gravity was interpolated from observed gravity values.
 KX0367
 KX0367;                    North         East    Units  Estimated Accuracy
 KX0367;SPC PA S     -   124,470.      549,910.      MT  (+/- 180 meters Scaled)
 KX0367
 KX0367                          SUPERSEDED SURVEY CONTROL
 KX0367
 KX0367  NGVD 29 (??/??/92)  290.794  (m)          954.05   (f) ADJ UNCH    2 0
 KX0367
 KX0367.Superseded values are not recommended for survey control.
 KX0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0367.See file dsdata.txt to determine how the superseded data were derived.
 KX0367
 KX0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE255814(NAD 83)
 KX0367_MARKER: DD = SURVEY DISK
 KX0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0367_SP_SET: CULVERT
 KX0367_STAMPING: K 312 1966
 KX0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0367
 KX0367  HISTORY     - Date     Condition        Report By
 KX0367  HISTORY     - 1966     MONUMENTED       PADT
 KX0367  HISTORY     - 1967     GOOD             NGS
 KX0367
 KX0367                          STATION DESCRIPTION
 KX0367
 KX0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0367'0.9 MI SE FROM FRANKSTOWN.
 KX0367'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY 22 FROM ITS JUNCTION
 KX0367'WITH FRANKSTOWN ROAD IN FRANKSTOWN, SET IN THE TOP OF THE
 KX0367'NORTHEAST WINGWALL OF A LARGE BOX CULVERT, 140 FEET EAST OF A
 KX0367'ROAD JUNCTION, 22 FEET NORTH OF THE CENTERLINE OF HIGHWAY, AND
 KX0367'IS ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0383 ***********************************************************************
 KX0383  DESIGNATION -  K 313
 KX0383  PID         -  KX0383
 KX0383  STATE/COUNTY-  PA/BLAIR
 KX0383  USGS QUAD   -  ROARING SPRING (1987)
 KX0383
 KX0383                         *CURRENT SURVEY CONTROL
 KX0383  ___________________________________________________________________
 KX0383* NAD 83(1986)-  40 17 38.     (N)    078 27 16.     (W)     SCALED    
 KX0383* NAVD 88     -       356.934  (meters)    1171.04   (feet)  ADJUSTED  
 KX0383  ___________________________________________________________________
 KX0383  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 KX0383  DYNAMIC HT  -         356.739 (meters)    1170.40  (feet)  COMP
 KX0383  MODELED GRAV-     980,069.3   (mgal)                       NAVD 88
 KX0383
 KX0383  VERT ORDER  -  SECOND    CLASS 0
 KX0383
 KX0383.The horizontal coordinates were scaled from a topographic map and have
 KX0383.an estimated accuracy of +/- 6 seconds.
 KX0383
 KX0383.The orthometric height was determined by differential leveling
 KX0383.and adjusted by the National Geodetic Survey in June 1991..
 KX0383
 KX0383.The geoid height was determined by GEOID03.
 KX0383
 KX0383.The dynamic height is computed by dividing the NAVD 88
 KX0383.geopotential number by the normal gravity value computed on the
 KX0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0383.degrees latitude (g = 980.6199 gals.).
 KX0383
 KX0383.The modeled gravity was interpolated from observed gravity values.
 KX0383
 KX0383;                    North         East    Units  Estimated Accuracy
 KX0383;SPC PA S     -   106,890.      540,110.      MT  (+/- 180 meters Scaled)
 KX0383
 KX0383                          SUPERSEDED SURVEY CONTROL
 KX0383
 KX0383  NGVD 29 (??/??/92)  357.081  (m)         1171.52   (f) ADJ UNCH    2 0
 KX0383
 KX0383.Superseded values are not recommended for survey control.
 KX0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0383.See file dsdata.txt to determine how the superseded data were derived.
 KX0383
 KX0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE163634(NAD 83)
 KX0383_MARKER: DD = SURVEY DISK
 KX0383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0383_SP_SET: BRIDGE
 KX0383_STAMPING: K 313 1967
 KX0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0383
 KX0383  HISTORY     - Date     Condition        Report By
 KX0383  HISTORY     - 1967     MONUMENTED       PADT
 KX0383  HISTORY     - 1967     GOOD             NGS
 KX0383
 KX0383                          STATION DESCRIPTION
 KX0383
 KX0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0383'7.1 MI S FROM NEWRY.
 KX0383'7.1 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE,
 KX0383'SET IN THE TOP OF THE SOUTHEAST WINGWALL OF A BRIDGE, 21.0
 KX0383'FEET EAST OF THE CENTERLINE OF HIGHWAY AND ABOUT LEVEL WITH
 KX0383'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0508 ***********************************************************************
 JW0508  DESIGNATION -  K 314
 JW0508  PID         -  JW0508
 JW0508  STATE/COUNTY-  PA/BEDFORD
 JW0508  USGS QUAD   -  RAINSBURG (1977)
 JW0508
 JW0508                         *CURRENT SURVEY CONTROL
 JW0508  ___________________________________________________________________
 JW0508* NAD 83(1986)-  39 55 57.     (N)    078 35 08.     (W)     SCALED    
 JW0508* NAVD 88     -       413.716  (meters)    1357.33   (feet)  ADJUSTED  
 JW0508  ___________________________________________________________________
 JW0508  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JW0508  DYNAMIC HT  -         413.479 (meters)    1356.56  (feet)  COMP
 JW0508  MODELED GRAV-     980,040.4   (mgal)                       NAVD 88
 JW0508
 JW0508  VERT ORDER  -  SECOND    CLASS 0
 JW0508
 JW0508.The horizontal coordinates were scaled from a topographic map and have
 JW0508.an estimated accuracy of +/- 6 seconds.
 JW0508
 JW0508.The orthometric height was determined by differential leveling
 JW0508.and adjusted by the National Geodetic Survey in June 1991..
 JW0508
 JW0508.The geoid height was determined by GEOID03.
 JW0508
 JW0508.The dynamic height is computed by dividing the NAVD 88
 JW0508.geopotential number by the normal gravity value computed on the
 JW0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0508.degrees latitude (g = 980.6199 gals.).
 JW0508
 JW0508.The modeled gravity was interpolated from observed gravity values.
 JW0508
 JW0508;                    North         East    Units  Estimated Accuracy
 JW0508;SPC PA S     -    66,870.      528,580.      MT  (+/- 180 meters Scaled)
 JW0508
 JW0508                          SUPERSEDED SURVEY CONTROL
 JW0508
 JW0508  NGVD 29 (??/??/92)  413.883  (m)         1357.88   (f) ADJ UNCH    2 0
 JW0508
 JW0508.Superseded values are not recommended for survey control.
 JW0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0508.See file dsdata.txt to determine how the superseded data were derived.
 JW0508
 JW0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE063230(NAD 83)
 JW0508_MARKER: DB = BENCH MARK DISK
 JW0508_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0508_SP_SET: CATCH BASIN
 JW0508_STAMPING: K 314 1967
 JW0508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0508
 JW0508  HISTORY     - Date     Condition        Report By
 JW0508  HISTORY     - 1967     MONUMENTED       CGS
 JW0508
 JW0508                          STATION DESCRIPTION
 JW0508
 JW0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JW0508'8.2 MI S FROM BEDFORD.
 JW0508'ABOUT 8.2 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE JUNCTION
 JW0508'OF U.S. HIGHWAY 220 AND 30 (PITT STREET), SET IN THE TOP OF
 JW0508'THE APPROXIMATE CENTER OF THE BACKWALL OF A CATCH BASIN, 22.0
 JW0508'FEET WEST OF THE CENTERLINE OF HIGHWAY AND ABOUT LEVEL WITH
 JW0508'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0782 ***********************************************************************
 KX0782  DESIGNATION -  K 315
 KX0782  PID         -  KX0782
 KX0782  STATE/COUNTY-  PA/CAMBRIA
 KX0782  USGS QUAD   -  CARROLLTOWN (1972)
 KX0782
 KX0782                         *CURRENT SURVEY CONTROL
 KX0782  ___________________________________________________________________
 KX0782* NAD 83(1986)-  40 33 52.     (N)    078 43 11.     (W)     SCALED    
 KX0782* NAVD 88     -       600.285  (meters)    1969.43   (feet)  ADJUSTED  
 KX0782  ___________________________________________________________________
 KX0782  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KX0782  DYNAMIC HT  -         599.954 (meters)    1968.35  (feet)  COMP
 KX0782  MODELED GRAV-     980,052.4   (mgal)                       NAVD 88
 KX0782
 KX0782  VERT ORDER  -  SECOND    CLASS 0
 KX0782
 KX0782.The horizontal coordinates were scaled from a topographic map and have
 KX0782.an estimated accuracy of +/- 6 seconds.
 KX0782
 KX0782.The orthometric height was determined by differential leveling
 KX0782.and adjusted by the National Geodetic Survey in June 1991..
 KX0782
 KX0782.The geoid height was determined by GEOID03.
 KX0782
 KX0782.The dynamic height is computed by dividing the NAVD 88
 KX0782.geopotential number by the normal gravity value computed on the
 KX0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0782.degrees latitude (g = 980.6199 gals.).
 KX0782
 KX0782.The modeled gravity was interpolated from observed gravity values.
 KX0782
 KX0782;                    North         East    Units  Estimated Accuracy
 KX0782;SPC PA S     -   137,150.      517,880.      MT  (+/- 180 meters Scaled)
 KX0782
 KX0782                          SUPERSEDED SURVEY CONTROL
 KX0782
 KX0782  NGVD 29 (??/??/92)  600.438  (m)         1969.94   (f) ADJ UNCH    2 0
 KX0782
 KX0782.Superseded values are not recommended for survey control.
 KX0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0782.See file dsdata.txt to determine how the superseded data were derived.
 KX0782
 KX0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE930929(NAD 83)
 KX0782_MARKER: DB = BENCH MARK DISK
 KX0782_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0782_SP_SET: CATCH BASIN
 KX0782_STAMPING: K 315 1967
 KX0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0782
 KX0782  HISTORY     - Date     Condition        Report By
 KX0782  HISTORY     - 1967     MONUMENTED       CGS
 KX0782
 KX0782                          STATION DESCRIPTION
 KX0782
 KX0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0782'3.3 MI S FROM CARROLLTOWN.
 KX0782'3.3 MILES SOUTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE IN
 KX0782'CARROLLTOWN, SET IN THE TOP OF THE APPROXIMATE CENTER OF THE
 KX0782'BACKWALL OF A CATCH BASIN, 24 FEET WEST OF THE CENTERLINE OF
 KX0782'HIGHWAY, 4.7 FEET SOUTHWEST OF A METAL WITNESS SIGN AND IS
 KX0782'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0575 ***********************************************************************
 KX0575  DESIGNATION -  K 316
 KX0575  PID         -  KX0575
 KX0575  STATE/COUNTY-  PA/CAMBRIA
 KX0575  USGS QUAD   -  GEISTOWN (1993)
 KX0575
 KX0575                         *CURRENT SURVEY CONTROL
 KX0575  ___________________________________________________________________
 KX0575* NAD 83(1986)-  40 16 23.     (N)    078 51 33.     (W)     SCALED    
 KX0575* NAVD 88     -       612.368  (meters)    2009.08   (feet)  ADJUSTED  
 KX0575  ___________________________________________________________________
 KX0575  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KX0575  DYNAMIC HT  -         612.027 (meters)    2007.96  (feet)  COMP
 KX0575  MODELED GRAV-     980,049.0   (mgal)                       NAVD 88
 KX0575
 KX0575  VERT ORDER  -  SECOND    CLASS 0
 KX0575
 KX0575.The horizontal coordinates were scaled from a topographic map and have
 KX0575.an estimated accuracy of +/- 6 seconds.
 KX0575
 KX0575.The orthometric height was determined by differential leveling
 KX0575.and adjusted by the National Geodetic Survey in June 1991..
 KX0575
 KX0575.The geoid height was determined by GEOID03.
 KX0575
 KX0575.The dynamic height is computed by dividing the NAVD 88
 KX0575.geopotential number by the normal gravity value computed on the
 KX0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0575.degrees latitude (g = 980.6199 gals.).
 KX0575
 KX0575.The modeled gravity was interpolated from observed gravity values.
 KX0575
 KX0575;                    North         East    Units  Estimated Accuracy
 KX0575;SPC PA S     -   104,930.      505,670.      MT  (+/- 180 meters Scaled)
 KX0575
 KX0575                          SUPERSEDED SURVEY CONTROL
 KX0575
 KX0575  NGVD 29 (??/??/92)  612.521  (m)         2009.58   (f) ADJ UNCH    2 0
 KX0575
 KX0575.Superseded values are not recommended for survey control.
 KX0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0575.See file dsdata.txt to determine how the superseded data were derived.
 KX0575
 KX0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE820602(NAD 83)
 KX0575_MARKER: DB = BENCH MARK DISK
 KX0575_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0575_SP_SET: CURB OF VIADUCT
 KX0575_STAMPING: K 316 1967
 KX0575_MARK LOGO: CGS   
 KX0575_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX0575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0575
 KX0575  HISTORY     - Date     Condition        Report By
 KX0575  HISTORY     - 1967     MONUMENTED       PADT
 KX0575  HISTORY     - 1967     GOOD             NGS
 KX0575  HISTORY     - 20030101 GOOD             NGS
 KX0575  HISTORY     - 20050511 MARK NOT FOUND   PADT
 KX0575
 KX0575                          STATION DESCRIPTION
 KX0575
 KX0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0575'AT GEISTOWN.
 KX0575'AT GEISTOWN, SET IN THE TOP OF THE SOUTHEAST CORNER OF THE
 KX0575'SOUTHEAST CURB OF VIADUCT AT THE JUNCTION OF U.S. HIGHWAY 219
 KX0575'AND STATE HIGHWAY 56, 25 FEET SOUTHEAST OF THE CENTERLINE OF
 KX0575'THE NORTH BOUND LANE OF U.S. HIGHWAY 219, 2.0 FOOT NORTH OF THE
 KX0575'SOUTHEAST CORNER OF CURB, AND IS ABOUT LEVEL WITH U.S. HIGHWAY
 KX0575'219.
 KX0575
 KX0575                          STATION RECOVERY (2003)
 KX0575
 KX0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JY)
 KX0575'MARK RECOVERED IN GOOD CONDITION.
 KX0575
 KX0575                          STATION RECOVERY (2005)
 KX0575
 KX0575'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (GL)
 KX0575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0757 ***********************************************************************
 KX0757  DESIGNATION -  K 317
 KX0757  PID         -  KX0757
 KX0757  STATE/COUNTY-  PA/CLEARFIELD
 KX0757  USGS QUAD   -  BURNSIDE (1994)
 KX0757
 KX0757                         *CURRENT SURVEY CONTROL
 KX0757  ___________________________________________________________________
 KX0757* NAD 83(1986)-  40 45 26.     (N)    078 46 59.     (W)     SCALED    
 KX0757* NAVD 88     -       414.536  (meters)    1360.02   (feet)  ADJUSTED  
 KX0757  ___________________________________________________________________
 KX0757  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KX0757  DYNAMIC HT  -         414.307 (meters)    1359.27  (feet)  COMP
 KX0757  MODELED GRAV-     980,061.4   (mgal)                       NAVD 88
 KX0757
 KX0757  VERT ORDER  -  SECOND    CLASS 0
 KX0757
 KX0757.The horizontal coordinates were scaled from a topographic map and have
 KX0757.an estimated accuracy of +/- 6 seconds.
 KX0757
 KX0757.The orthometric height was determined by differential leveling
 KX0757.and adjusted by the National Geodetic Survey in June 1991..
 KX0757
 KX0757.The geoid height was determined by GEOID03.
 KX0757
 KX0757.The dynamic height is computed by dividing the NAVD 88
 KX0757.geopotential number by the normal gravity value computed on the
 KX0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0757.degrees latitude (g = 980.6199 gals.).
 KX0757
 KX0757.The modeled gravity was interpolated from observed gravity values.
 KX0757
 KX0757;                    North         East    Units  Estimated Accuracy
 KX0757;SPC PA N     -    66,100.      512,770.      MT  (+/- 180 meters Scaled)
 KX0757
 KX0757                          SUPERSEDED SURVEY CONTROL
 KX0757
 KX0757  NGVD 29 (??/??/92)  414.688  (m)         1360.52   (f) ADJ UNCH    2 0
 KX0757
 KX0757.Superseded values are not recommended for survey control.
 KX0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0757.See file dsdata.txt to determine how the superseded data were derived.
 KX0757
 KX0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF871141(NAD 83)
 KX0757_MARKER: DD = SURVEY DISK
 KX0757_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0757_SP_SET: CULVERT
 KX0757_STAMPING: K 317 1967
 KX0757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0757
 KX0757  HISTORY     - Date     Condition        Report By
 KX0757  HISTORY     - 1967     MONUMENTED       PADT
 KX0757  HISTORY     - 1967     GOOD             NGS
 KX0757
 KX0757                          STATION DESCRIPTION
 KX0757
 KX0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0757'2.6 MI N FROM CHERRY TREE.
 KX0757'2.6 MILES NORTH ALONG U.S. HIGHWAY 219 FROM THE JUNCTION OF
 KX0757'U.S. HIGHWAY 219 AND STATE HIGHWAY 580 AT CHERRY TREE, SET IN
 KX0757'THE TOP OF THE EAST HEADWALL AT THE SOUTH END OF A BOX CULVERT,
 KX0757'20.0 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY, 1.0 FOOT EAST
 KX0757'OF A WITNESS POST AND 1.0 FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0564 ***********************************************************************
 MA0564  DESIGNATION -  K 318
 MA0564  PID         -  MA0564
 MA0564  STATE/COUNTY-  PA/CLEARFIELD
 MA0564  USGS QUAD   -  LUTHERSBURG (1986)
 MA0564
 MA0564                         *CURRENT SURVEY CONTROL
 MA0564  ___________________________________________________________________
 MA0564* NAD 83(1986)-  41 02 26.     (N)    078 44 14.     (W)     SCALED    
 MA0564* NAVD 88     -       492.118  (meters)    1614.56   (feet)  ADJUSTED  
 MA0564  ___________________________________________________________________
 MA0564  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 MA0564  DYNAMIC HT  -         491.874 (meters)    1613.76  (feet)  COMP
 MA0564  MODELED GRAV-     980,113.0   (mgal)                       NAVD 88
 MA0564
 MA0564  VERT ORDER  -  SECOND    CLASS 0
 MA0564
 MA0564.The horizontal coordinates were scaled from a topographic map and have
 MA0564.an estimated accuracy of +/- 6 seconds.
 MA0564
 MA0564.The orthometric height was determined by differential leveling
 MA0564.and adjusted by the National Geodetic Survey in June 1991..
 MA0564
 MA0564.The geoid height was determined by GEOID03.
 MA0564
 MA0564.The dynamic height is computed by dividing the NAVD 88
 MA0564.geopotential number by the normal gravity value computed on the
 MA0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0564.degrees latitude (g = 980.6199 gals.).
 MA0564
 MA0564.The modeled gravity was interpolated from observed gravity values.
 MA0564
 MA0564;                    North         East    Units  Estimated Accuracy
 MA0564;SPC PA N     -    97,520.      516,990.      MT  (+/- 180 meters Scaled)
 MA0564
 MA0564                          SUPERSEDED SURVEY CONTROL
 MA0564
 MA0564  NGVD 29 (??/??/92)  492.269  (m)         1615.05   (f) ADJ UNCH    2 0
 MA0564
 MA0564.Superseded values are not recommended for survey control.
 MA0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0564.See file dsdata.txt to determine how the superseded data were derived.
 MA0564
 MA0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF901457(NAD 83)
 MA0564_MARKER: DB = BENCH MARK DISK
 MA0564_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0564_SP_SET: CULVERT
 MA0564_STAMPING: K 318 1967
 MA0564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0564
 MA0564  HISTORY     - Date     Condition        Report By
 MA0564  HISTORY     - 1967     MONUMENTED       CGS
 MA0564
 MA0564                          STATION DESCRIPTION
 MA0564
 MA0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MA0564'1.4 MI SW FROM LUTHERSBURG.
 MA0564'ABOUT 1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 410 FROM ITS
 MA0564'JUNCTION WITH U.S. HIGHWAYS 219 AND 322 IN LUTHERSBURG, 21 FEET
 MA0564'SOUTHEAST OF THE CENTERLINE OF HIGHWAY, 0.5 FOOT NORTHEAST OF THE
 MA0564'SOUTHWEST END OF HEADWALL, SET IN THE TOP OF THE SOUTHEAST
 MA0564'HEADWALL OF A BOX CULVERT AND IS ABOUT 3 FEET BELOW THE LEVEL OF
 MA0564'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0913 ***********************************************************************
 KX0913  DESIGNATION -  K 319
 KX0913  PID         -  KX0913
 KX0913  STATE/COUNTY-  PA/INDIANA
 KX0913  USGS QUAD   -  INDIANA (1981)
 KX0913
 KX0913                         *CURRENT SURVEY CONTROL
 KX0913  ___________________________________________________________________
 KX0913* NAD 83(1986)-  40 37 13.     (N)    079 07 46.     (W)     SCALED    
 KX0913* NAVD 88     -       399.726  (meters)    1311.43   (feet)  ADJUSTED  
 KX0913  ___________________________________________________________________
 KX0913  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KX0913  DYNAMIC HT  -         399.519 (meters)    1310.76  (feet)  COMP
 KX0913  MODELED GRAV-     980,094.1   (mgal)                       NAVD 88
 KX0913
 KX0913  VERT ORDER  -  SECOND    CLASS 0
 KX0913
 KX0913.The horizontal coordinates were scaled from a topographic map and have
 KX0913.an estimated accuracy of +/- 6 seconds.
 KX0913
 KX0913.The orthometric height was determined by differential leveling
 KX0913.and adjusted by the National Geodetic Survey in June 1991..
 KX0913
 KX0913.The geoid height was determined by GEOID03.
 KX0913
 KX0913.The dynamic height is computed by dividing the NAVD 88
 KX0913.geopotential number by the normal gravity value computed on the
 KX0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0913.degrees latitude (g = 980.6199 gals.).
 KX0913
 KX0913.The modeled gravity was interpolated from observed gravity values.
 KX0913
 KX0913;                    North         East    Units  Estimated Accuracy
 KX0913;SPC PA S     -   143,810.      483,290.      MT  (+/- 180 meters Scaled)
 KX0913
 KX0913                          SUPERSEDED SURVEY CONTROL
 KX0913
 KX0913  NGVD 29 (??/??/92)  399.906  (m)         1312.02   (f) ADJ UNCH    2 0
 KX0913
 KX0913.Superseded values are not recommended for survey control.
 KX0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0913.See file dsdata.txt to determine how the superseded data were derived.
 KX0913
 KX0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE582982(NAD 83)
 KX0913_MARKER: DB = BENCH MARK DISK
 KX0913_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0913_SP_SET: CULVERT
 KX0913_STAMPING: K 319 1967
 KX0913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0913
 KX0913  HISTORY     - Date     Condition        Report By
 KX0913  HISTORY     - 1967     MONUMENTED       CGS
 KX0913  HISTORY     - 19991101 GOOD             PADT
 KX0913  HISTORY     - 20050901 GOOD             PADT
 KX0913
 KX0913                          STATION DESCRIPTION
 KX0913
 KX0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0913'1.2 MI E FROM INDIANA.
 KX0913'1.2 MILES EAST ALONG U.S. HIGHWAY 422 FROM THE COURT HOUSE IN
 KX0913'INDIANA, SET IN THE TOP OF THE ANGLE OF A L SHAPED HEADWALL OF
 KX0913'A CULVERT, 22 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 14 FEET
 KX0913'EAST OF THE APPROXIMATE CENTER OF A DRIVEWAY LEADING TO THE
 KX0913'KINGDOM HALL CHURCH, 8 FEET SOUTHWEST OF POWER LINE POLE NO.
 KX0913'29-40, AND IS ABOUT LEVEL WITH THE HIGHWAY.
 KX0913
 KX0913                          STATION RECOVERY (1999)
 KX0913
 KX0913'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (BH)
 KX0913'RECOVERED IN GOOD CONDITION.
 KX0913
 KX0913                          STATION RECOVERY (2005)
 KX0913
 KX0913'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 KX0913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0841 ***********************************************************************
 LZ0841  DESIGNATION -  K 32
 LZ0841  PID         -  LZ0841
 LZ0841  STATE/COUNTY-  PA/TIOGA
 LZ0841  USGS QUAD   -  MANSFIELD (1986)
 LZ0841
 LZ0841                         *CURRENT SURVEY CONTROL
 LZ0841  ___________________________________________________________________
 LZ0841* NAD 83(1986)-  41 46 57.     (N)    077 04 08.     (W)     SCALED    
 LZ0841* NAVD 88     -       352.558  (meters)    1156.68   (feet)  ADJUSTED  
 LZ0841  ___________________________________________________________________
 LZ0841  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LZ0841  DYNAMIC HT  -         352.413 (meters)    1156.21  (feet)  COMP
 LZ0841  MODELED GRAV-     980,201.7   (mgal)                       NAVD 88
 LZ0841
 LZ0841  VERT ORDER  -  SECOND    CLASS 0
 LZ0841
 LZ0841.The horizontal coordinates were scaled from a topographic map and have
 LZ0841.an estimated accuracy of +/- 6 seconds.
 LZ0841
 LZ0841.The orthometric height was determined by differential leveling
 LZ0841.and adjusted by the National Geodetic Survey in June 1991..
 LZ0841
 LZ0841.The geoid height was determined by GEOID03.
 LZ0841
 LZ0841.The dynamic height is computed by dividing the NAVD 88
 LZ0841.geopotential number by the normal gravity value computed on the
 LZ0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0841.degrees latitude (g = 980.6199 gals.).
 LZ0841
 LZ0841.The modeled gravity was interpolated from observed gravity values.
 LZ0841
 LZ0841;                    North         East    Units  Estimated Accuracy
 LZ0841;SPC PA N     -   179,670.      656,620.      MT  (+/- 180 meters Scaled)
 LZ0841
 LZ0841                          SUPERSEDED SURVEY CONTROL
 LZ0841
 LZ0841  NGVD 29 (??/??/92)  352.702  (m)         1157.16   (f) ADJ UNCH    2 0
 LZ0841
 LZ0841.Superseded values are not recommended for survey control.
 LZ0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0841.See file dsdata.txt to determine how the superseded data were derived.
 LZ0841
 LZ0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM280276(NAD 83)
 LZ0841_MARKER: DB = BENCH MARK DISK
 LZ0841_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0841_SP_SET: ABUTMENT
 LZ0841_STAMPING: K 32 1934
 LZ0841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0841
 LZ0841  HISTORY     - Date     Condition        Report By
 LZ0841  HISTORY     - 1934     MONUMENTED       CGS
 LZ0841  HISTORY     - 1968     GOOD             NGS
 LZ0841
 LZ0841                          STATION DESCRIPTION
 LZ0841
 LZ0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0841'AT CANOE CAMP.
 LZ0841'AT CANOE CAMP, TIOGA COUNTY, ABOUT 2000 FEET SOUTH OF ERIE
 LZ0841'RAILROAD MILEPOST 37, ABOUT 170 FEET EAST OF THE CENTER LINE
 LZ0841'OF U.S. HIGHWAY 15, ABOUT 120 FEET NORTH OF A ROAD CROSSING,
 LZ0841'AT THE 50-FOOT SPAN PLATE-GIRDER BRIDGE OVER CANOE CAMP CREEK,
 LZ0841'IN THE TOP OF THE WEST SIDE OF THE SOUTH ABUTMENT, 5 FEET WEST
 LZ0841'OF THE WEST RAIL, AND ABOUT 6 FEET LOWER THAN THE TOP OF THE
 LZ0841'RAIL.  A STANDARD DISK, STAMPED K 32 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0941 ***********************************************************************
 KX0941  DESIGNATION -  K 320
 KX0941  PID         -  KX0941
 KX0941  STATE/COUNTY-  PA/ARMSTRONG
 KX0941  USGS QUAD   -  MOSGROVE (1993)
 KX0941
 KX0941                         *CURRENT SURVEY CONTROL
 KX0941  ___________________________________________________________________
 KX0941* NAD 83(1986)-  40 46 55.     (N)    079 26 48.     (W)     SCALED    
 KX0941* NAVD 88     -       398.559  (meters)    1307.61   (feet)  ADJUSTED  
 KX0941  ___________________________________________________________________
 KX0941  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KX0941  DYNAMIC HT  -         398.362 (meters)    1306.96  (feet)  COMP
 KX0941  MODELED GRAV-     980,117.6   (mgal)                       NAVD 88
 KX0941
 KX0941  VERT ORDER  -  SECOND    CLASS 0
 KX0941
 KX0941.The horizontal coordinates were scaled from a topographic map and have
 KX0941.an estimated accuracy of +/- 6 seconds.
 KX0941
 KX0941.The orthometric height was determined by differential leveling
 KX0941.and adjusted by the National Geodetic Survey in June 1991..
 KX0941
 KX0941.The geoid height was determined by GEOID03.
 KX0941
 KX0941.The dynamic height is computed by dividing the NAVD 88
 KX0941.geopotential number by the normal gravity value computed on the
 KX0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0941.degrees latitude (g = 980.6199 gals.).
 KX0941
 KX0941.The modeled gravity was interpolated from observed gravity values.
 KX0941
 KX0941;                    North         East    Units  Estimated Accuracy
 KX0941;SPC PA S     -   162,230.      456,790.      MT  (+/- 180 meters Scaled)
 KX0941
 KX0941                          SUPERSEDED SURVEY CONTROL
 KX0941
 KX0941  NGVD 29 (??/??/92)  398.737  (m)         1308.19   (f) ADJ UNCH    2 0
 KX0941
 KX0941.Superseded values are not recommended for survey control.
 KX0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0941.See file dsdata.txt to determine how the superseded data were derived.
 KX0941
 KX0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF310157(NAD 83)
 KX0941_MARKER: DB = BENCH MARK DISK
 KX0941_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0941_SP_SET: CULVERT
 KX0941_STAMPING: K 320 1967
 KX0941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0941
 KX0941  HISTORY     - Date     Condition        Report By
 KX0941  HISTORY     - 1967     MONUMENTED       CGS
 KX0941  HISTORY     - 19930118 MARK NOT FOUND   USPSQD
 KX0941  HISTORY     - 20050901 MARK NOT FOUND   PADT
 KX0941
 KX0941                          STATION DESCRIPTION
 KX0941
 KX0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0941'4.7 MI NW FROM WHITESBURG.
 KX0941'4.7 MILES NORTHWEST ALONG U.S. HIGHWAY 422 FROM THE WHITESBURG
 KX0941'METHODIST CHURCH, SET IN THE TOP OF THE APPROX CENTER OF THE REAR
 KX0941'WALL OF A BOX CULVERT, 19 FEET WEST-NORTHWEST OF THE CENTERLINE
 KX0941'OF HIGHWAY, 56 FEET NORTH OF POLE WITH WHITE WOOD TRANSFORMER BOX,
 KX0941'AND IS ABOUT LEVEL WITH HIGHWAY.
 KX0941
 KX0941                          STATION RECOVERY (1993)
 KX0941
 KX0941'RECOVERY NOTE BY US POWER SQUADRON 1993 (JBW)
 KX0941'MARK NOT FOUND.
 KX0941
 KX0941                          STATION RECOVERY (2005)
 KX0941
 KX0941'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 KX0941'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1644 ***********************************************************************
 KX1644  DESIGNATION -  K 321
 KX1644  PID         -  KX1644
 KX1644  STATE/COUNTY-  PA/BUTLER
 KX1644  USGS QUAD   -  SAXONBURG (1977)
 KX1644
 KX1644                         *CURRENT SURVEY CONTROL
 KX1644  ___________________________________________________________________
 KX1644* NAD 83(1986)-  40 52 01.     (N)    079 49 47.     (W)     SCALED    
 KX1644* NAVD 88     -       321.902  (meters)    1056.11   (feet)  ADJUSTED  
 KX1644  ___________________________________________________________________
 KX1644  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 KX1644  DYNAMIC HT  -         321.740 (meters)    1055.58  (feet)  COMP
 KX1644  MODELED GRAV-     980,112.9   (mgal)                       NAVD 88
 KX1644
 KX1644  VERT ORDER  -  FIRST     CLASS II
 KX1644
 KX1644.The horizontal coordinates were scaled from a topographic map and have
 KX1644.an estimated accuracy of +/- 6 seconds.
 KX1644
 KX1644.The orthometric height was determined by differential leveling
 KX1644.and adjusted by the National Geodetic Survey in June 1991..
 KX1644
 KX1644.The geoid height was determined by GEOID03.
 KX1644
 KX1644.The dynamic height is computed by dividing the NAVD 88
 KX1644.geopotential number by the normal gravity value computed on the
 KX1644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1644.degrees latitude (g = 980.6199 gals.).
 KX1644
 KX1644.The modeled gravity was interpolated from observed gravity values.
 KX1644
 KX1644;                    North         East    Units  Estimated Accuracy
 KX1644;SPC PA S     -   172,350.      424,690.      MT  (+/- 180 meters Scaled)
 KX1644
 KX1644                          SUPERSEDED SURVEY CONTROL
 KX1644
 KX1644  NGVD 29 (06/03/92)  322.051  (m)         1056.60   (f) ADJUSTED    1 2
 KX1644
 KX1644.Superseded values are not recommended for survey control.
 KX1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1644.See file dsdata.txt to determine how the superseded data were derived.
 KX1644
 KX1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF986246(NAD 83)
 KX1644_MARKER: DD = SURVEY DISK
 KX1644_SETTING: 0 = UNSPECIFIED SETTING
 KX1644_STAMPING: K 321 1967
 KX1644_MARK LOGO: PADH  
 KX1644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1644
 KX1644  HISTORY     - Date     Condition        Report By
 KX1644  HISTORY     - 1967     MONUMENTED       PADH
 KX1644  HISTORY     - 1967     GOOD             NGS
 KX1644  HISTORY     - 1983     GOOD             NGS
 KX1644
 KX1644                          STATION DESCRIPTION
 KX1644
 KX1644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX1644'2.5 MI E FROM BUTLER.
 KX1644'2.5 MILES EAST ALONG U.S. HIGHWAY 422 FROM ITS JUNCTION WITH
 KX1644'STATE HIGHWAYS 68 AND 38, WHICH IS ABOUT 1.0 MILE NORTHEAST OF
 KX1644'BUTLER, 300 FEET NORTH OF THE CENTERLINE OF HIGHWAY, 18 FEET WEST
 KX1644'OF THE APPROXIMATE CENTER OF A MACADAM ROAD, AND IS ABOUT 10
 KX1644'FEET BELOW THE LEVEL OF U.S. HIGHWAY 422.
 KX1644
 KX1644                          STATION RECOVERY (1983)
 KX1644
 KX1644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0165 ***********************************************************************
 KY0165  DESIGNATION -  K 322
 KY0165  PID         -  KY0165
 KY0165  STATE/COUNTY-  PA/LAWRENCE
 KY0165  USGS QUAD   -  PORTERSVILLE (1990)
 KY0165
 KY0165                         *CURRENT SURVEY CONTROL
 KY0165  ___________________________________________________________________
 KY0165* NAD 83(1986)-  40 58 06.     (N)    080 12 20.     (W)     SCALED    
 KY0165* NAVD 88     -       373.939  (meters)    1226.83   (feet)  ADJUSTED  
 KY0165  ___________________________________________________________________
 KY0165  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KY0165  DYNAMIC HT  -         373.754 (meters)    1226.22  (feet)  COMP
 KY0165  MODELED GRAV-     980,119.1   (mgal)                       NAVD 88
 KY0165
 KY0165  VERT ORDER  -  SECOND    CLASS 0
 KY0165
 KY0165.The horizontal coordinates were scaled from a topographic map and have
 KY0165.an estimated accuracy of +/- 6 seconds.
 KY0165
 KY0165.The orthometric height was determined by differential leveling
 KY0165.and adjusted by the National Geodetic Survey in June 1991..
 KY0165
 KY0165.The geoid height was determined by GEOID03.
 KY0165
 KY0165.The dynamic height is computed by dividing the NAVD 88
 KY0165.geopotential number by the normal gravity value computed on the
 KY0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0165.degrees latitude (g = 980.6199 gals.).
 KY0165
 KY0165.The modeled gravity was interpolated from observed gravity values.
 KY0165
 KY0165;                    North         East    Units  Estimated Accuracy
 KY0165;SPC PA S     -   184,420.      393,330.      MT  (+/- 180 meters Scaled)
 KY0165
 KY0165                          SUPERSEDED SURVEY CONTROL
 KY0165
 KY0165  NGVD 29 (??/??/92)  374.071  (m)         1227.26   (f) ADJ UNCH    2 0
 KY0165
 KY0165.Superseded values are not recommended for survey control.
 KY0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0165.See file dsdata.txt to determine how the superseded data were derived.
 KY0165
 KY0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF668355(NAD 83)
 KY0165_MARKER: DB = BENCH MARK DISK
 KY0165_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0165_SP_SET: CATCH BASIN
 KY0165_STAMPING: K 322 1967
 KY0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0165
 KY0165  HISTORY     - Date     Condition        Report By
 KY0165  HISTORY     - 1967     MONUMENTED       CGS
 KY0165
 KY0165                          STATION DESCRIPTION
 KY0165
 KY0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KY0165'8.2 MI SE FROM NEW CASTLE.
 KY0165'ABOUT 8.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 422 FROM THE POST
 KY0165'OFFICE IN NEW CASTLE, SET IN THE TOP OF APPROX CENTER OF A BACKWALL
 KY0165'OF A CATCH BASIN AND AT THE APPROX CENTER OF A HIGHWAY CUT, 500
 KY0165'FEET EAST OF A ROADSIDE PARK, AND IS ABOUT 1 FOOT ABOVE LEVEL
 KY0165'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1403 ***********************************************************************
 MA1403  DESIGNATION -  K 323
 MA1403  PID         -  MA1403
 MA1403  STATE/COUNTY-  PA/VENANGO
 MA1403  USGS QUAD   -  CRANBERRY (1977)
 MA1403
 MA1403                         *CURRENT SURVEY CONTROL
 MA1403  ___________________________________________________________________
 MA1403* NAD 83(1986)-  41 21 29.     (N)    079 44 38.     (W)     SCALED    
 MA1403* NAVD 88     -       445.120  (meters)    1460.36   (feet)  ADJUSTED  
 MA1403  ___________________________________________________________________
 MA1403  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 MA1403  DYNAMIC HT  -         444.920 (meters)    1459.71  (feet)  COMP
 MA1403  MODELED GRAV-     980,158.8   (mgal)                       NAVD 88
 MA1403
 MA1403  VERT ORDER  -  SECOND    CLASS 0
 MA1403
 MA1403.The horizontal coordinates were scaled from a topographic map and have
 MA1403.an estimated accuracy of +/- 6 seconds.
 MA1403
 MA1403.The orthometric height was determined by differential leveling
 MA1403.and adjusted by the National Geodetic Survey in June 1991..
 MA1403
 MA1403.The geoid height was determined by GEOID03.
 MA1403
 MA1403.The dynamic height is computed by dividing the NAVD 88
 MA1403.geopotential number by the normal gravity value computed on the
 MA1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1403.degrees latitude (g = 980.6199 gals.).
 MA1403
 MA1403.The modeled gravity was interpolated from observed gravity values.
 MA1403
 MA1403;                    North         East    Units  Estimated Accuracy
 MA1403;SPC PA N     -   134,230.      433,180.      MT  (+/- 180 meters Scaled)
 MA1403
 MA1403                          SUPERSEDED SURVEY CONTROL
 MA1403
 MA1403  NGVD 29 (??/??/92)  445.294  (m)         1460.94   (f) ADJ UNCH    2 0
 MA1403
 MA1403.Superseded values are not recommended for survey control.
 MA1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1403.See file dsdata.txt to determine how the superseded data were derived.
 MA1403
 MA1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF050792(NAD 83)
 MA1403_MARKER: DB = BENCH MARK DISK
 MA1403_SETTING: 80 = SET IN A BOULDER
 MA1403_SP_SET: BOULDER
 MA1403_STAMPING: K 323 1967
 MA1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1403+STABILITY: SURFACE MOTION
 MA1403
 MA1403  HISTORY     - Date     Condition        Report By
 MA1403  HISTORY     - 1967     MONUMENTED       CGS
 MA1403
 MA1403                          STATION DESCRIPTION
 MA1403
 MA1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MA1403'1.8 MI NW FROM CRANBERRY.
 MA1403'ABOUT 1.8 MILES NORTHWEST ALONG U.S. HIGHWAY 322 FROM THE POST
 MA1403'OFFICE IN CRANBERRY, SET IN THE TOP OF A 5 X 8 FOOT BOULDER THAT
 MA1403'PROJECTS 1 FOOT ON THE SOUTH SIDE AND FLUSH ON THE NORTH SIDE,
 MA1403'34.5 FEET WEST OF NORTHWEST OF A TELEPHONE POLE NO. L-60 219,
 MA1403'37.0 FEET NORTH OF NORTHWEST OF THE CENTERLINE OF HIGHWAY, 15.0
 MA1403'FEET EAST OF A 14-INCH OAK TREE AND A METAL WITNESS SIGN, 1.3
 MA1403'FEET NORTH OF THE SOUTH EDGE OF BOULDER AND IS ABOUT LEVEL
 MA1403'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0218 ***********************************************************************
 MB0218  DESIGNATION -  K 324
 MB0218  PID         -  MB0218
 MB0218  STATE/COUNTY-  PA/ERIE
 MB0218  USGS QUAD   -  EAST SPRINGFIELD (1990)
 MB0218
 MB0218                         *CURRENT SURVEY CONTROL
 MB0218  ___________________________________________________________________
 MB0218* NAD 83(1986)-  41 53 24.     (N)    080 22 45.     (W)     SCALED    
 MB0218* NAVD 88     -       265.292  (meters)     870.38   (feet)  ADJUSTED  
 MB0218  ___________________________________________________________________
 MB0218  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 MB0218  DYNAMIC HT  -         265.191 (meters)     870.05  (feet)  COMP
 MB0218  MODELED GRAV-     980,237.6   (mgal)                       NAVD 88
 MB0218
 MB0218  VERT ORDER  -  SECOND    CLASS 0
 MB0218
 MB0218.The horizontal coordinates were scaled from a topographic map and have
 MB0218.an estimated accuracy of +/- 6 seconds.
 MB0218
 MB0218.The orthometric height was determined by differential leveling
 MB0218.and adjusted by the National Geodetic Survey in June 1991..
 MB0218
 MB0218.The geoid height was determined by GEOID03.
 MB0218
 MB0218.The dynamic height is computed by dividing the NAVD 88
 MB0218.geopotential number by the normal gravity value computed on the
 MB0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0218.degrees latitude (g = 980.6199 gals.).
 MB0218
 MB0218.The modeled gravity was interpolated from observed gravity values.
 MB0218
 MB0218;                    North         East    Units  Estimated Accuracy
 MB0218;SPC PA N     -   194,700.      381,830.      MT  (+/- 180 meters Scaled)
 MB0218
 MB0218                          SUPERSEDED SURVEY CONTROL
 MB0218
 MB0218  NGVD 29 (??/??/92)  265.472  (m)          870.97   (f) ADJ UNCH    2 0
 MB0218
 MB0218.Superseded values are not recommended for survey control.
 MB0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0218.See file dsdata.txt to determine how the superseded data were derived.
 MB0218
 MB0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG515377(NAD 83)
 MB0218_MARKER: DB = BENCH MARK DISK
 MB0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0218_STAMPING: K 324 1967
 MB0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0218+STABILITY: SURFACE MOTION
 MB0218
 MB0218  HISTORY     - Date     Condition        Report By
 MB0218  HISTORY     - 1967     MONUMENTED       CGS
 MB0218
 MB0218                          STATION DESCRIPTION
 MB0218
 MB0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MB0218'0.8 MI W FROM ALBION.
 MB0218'ABOUT 0.8 MILE WEST ALONG U.S. HIGHWAY 6N FROM THE POST OFFICE
 MB0218'IN ALBION, 53 FEET EAST OF THE APPROXIMATE CENTER OF KEEPVILLE
 MB0218'ROAD, 29 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1.8
 MB0218'FEET NORTHEAST OF POWER LINE POLE NO. 22616, 1.3 FEET NORTH
 MB0218'OF A METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE POST
 MB0218'PROJECTING 4-INCHES AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1848 ***********************************************************************
 KV1848  DESIGNATION -  K 325
 KV1848  PID         -  KV1848
 KV1848  STATE/COUNTY-  PA/MONTGOMERY
 KV1848  USGS QUAD   -  NORRISTOWN (1992)
 KV1848
 KV1848                         *CURRENT SURVEY CONTROL
 KV1848  ___________________________________________________________________
 KV1848* NAD 83(1986)-  40 06 47.     (N)    075 20 55.     (W)     SCALED    
 KV1848* NAVD 88     -        24.399  (meters)      80.05   (feet)  ADJUSTED  
 KV1848  ___________________________________________________________________
 KV1848  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 KV1848  DYNAMIC HT  -          24.387 (meters)      80.01  (feet)  COMP
 KV1848  MODELED GRAV-     980,151.8   (mgal)                       NAVD 88
 KV1848
 KV1848  VERT ORDER  -  FIRST     CLASS I
 KV1848
 KV1848.The horizontal coordinates were scaled from a topographic map and have
 KV1848.an estimated accuracy of +/- 6 seconds.
 KV1848
 KV1848.The orthometric height was determined by differential leveling
 KV1848.and adjusted by the National Geodetic Survey in June 1991..
 KV1848
 KV1848.The geoid height was determined by GEOID03.
 KV1848
 KV1848.The dynamic height is computed by dividing the NAVD 88
 KV1848.geopotential number by the normal gravity value computed on the
 KV1848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1848.degrees latitude (g = 980.6199 gals.).
 KV1848
 KV1848.The modeled gravity was interpolated from observed gravity values.
 KV1848
 KV1848;                    North         East    Units  Estimated Accuracy
 KV1848;SPC PA S     -    89,360.      804,700.      MT  (+/- 180 meters Scaled)
 KV1848
 KV1848                          SUPERSEDED SURVEY CONTROL
 KV1848
 KV1848  NGVD 29 (??/??/??)   24.707  (m)           81.06   (f) ADJUSTED    1 1
 KV1848
 KV1848.Superseded values are not recommended for survey control.
 KV1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1848.See file dsdata.txt to determine how the superseded data were derived.
 KV1848
 KV1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK702403(NAD 83)
 KV1848_MARKER: DB = BENCH MARK DISK
 KV1848_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1848_SP_SET: BRIDGE ABUTMENT
 KV1848_STAMPING: K 325 1966
 KV1848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1848+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2006
 KV1848
 KV1848  HISTORY     - Date     Condition        Report By
 KV1848  HISTORY     - 1966     MONUMENTED       CGS
 KV1848  HISTORY     - 1988     GOOD             USPSQD
 KV1848  HISTORY     - 20050531 GOOD             USPSQD
 KV1848  HISTORY     - 20060809 GOOD             PADT
 KV1848
 KV1848                          STATION DESCRIPTION
 KV1848
 KV1848'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV1848'0.2 MI W FROM NORRISTOWN.
 KV1848'0.2 MILE WEST ALONG THE READING COMPANY RAILROAD FROM THE STATION
 KV1848'AT NORRISTOWN, ABOUT 0.15 MILE WEST OF THE JUNCTION OF THE
 KV1848'ELECTRIFIED TRACKS AND THE CONVENTIONAL TRACKS, SET IN THE TOP
 KV1848'OF THE NORTH END OF THE EAST ABUTMENT OF THE BRIDGE OVER THE NORTH
 KV1848'CHANNEL OF THE SCHUYLKILL RIVER, 5 FEET NORTH OF THE NORTH RAIL OF
 KV1848'THE NORTH SET OF TRACKS, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF
 KV1848'THE TRACK.
 KV1848
 KV1848                          STATION RECOVERY (1988)
 KV1848
 KV1848'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDC)
 KV1848'RECOVERED IN GOOD CONDITION.
 KV1848
 KV1848                          STATION RECOVERY (2005)
 KV1848
 KV1848'RECOVERY NOTE BY US POWER SQUADRON 2005 (WEA)
 KV1848'RECOVERED IN GOOD CONDITION.
 KV1848
 KV1848                          STATION RECOVERY (2006)
 KV1848
 KV1848'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (LJM)
 KV1848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2239 ***********************************************************************
 KV2239  DESIGNATION -  K 326
 KV2239  PID         -  KV2239
 KV2239  STATE/COUNTY-  PA/BERKS
 KV2239  USGS QUAD   -  BOYERTOWN (1995)
 KV2239
 KV2239                         *CURRENT SURVEY CONTROL
 KV2239  ___________________________________________________________________
 KV2239* NAD 83(1986)-  40 15 09.     (N)    075 43 08.     (W)     SCALED    
 KV2239* NAVD 88     -        49.260  (meters)     161.61   (feet)  ADJUSTED  
 KV2239  ___________________________________________________________________
 KV2239  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 KV2239  DYNAMIC HT  -          49.234 (meters)     161.53  (feet)  COMP
 KV2239  MODELED GRAV-     980,113.1   (mgal)                       NAVD 88
 KV2239
 KV2239  VERT ORDER  -  FIRST     CLASS I
 KV2239
 KV2239.The horizontal coordinates were scaled from a topographic map and have
 KV2239.an estimated accuracy of +/- 6 seconds.
 KV2239
 KV2239.The orthometric height was determined by differential leveling
 KV2239.and adjusted by the National Geodetic Survey in June 1991..
 KV2239
 KV2239.The geoid height was determined by GEOID03.
 KV2239
 KV2239.The dynamic height is computed by dividing the NAVD 88
 KV2239.geopotential number by the normal gravity value computed on the
 KV2239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2239.degrees latitude (g = 980.6199 gals.).
 KV2239
 KV2239.The modeled gravity was interpolated from observed gravity values.
 KV2239
 KV2239;                    North         East    Units  Estimated Accuracy
 KV2239;SPC PA S     -   104,050.      772,780.      MT  (+/- 180 meters Scaled)
 KV2239
 KV2239                          SUPERSEDED SURVEY CONTROL
 KV2239
 KV2239  NGVD 29 (??/??/??)   49.530  (m)          162.50   (f) ADJUSTED    1 1
 KV2239
 KV2239.Superseded values are not recommended for survey control.
 KV2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2239.See file dsdata.txt to determine how the superseded data were derived.
 KV2239
 KV2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK388560(NAD 83)
 KV2239_MARKER: DB = BENCH MARK DISK
 KV2239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2239_SP_SET: WALL
 KV2239_STAMPING: K 326 1966
 KV2239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2239_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2239+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2003
 KV2239
 KV2239  HISTORY     - Date     Condition        Report By
 KV2239  HISTORY     - 1966     MONUMENTED       CGS
 KV2239  HISTORY     - 19990501 GOOD             PADT
 KV2239  HISTORY     - 20030313 GOOD             USPSQD
 KV2239
 KV2239                          STATION DESCRIPTION
 KV2239
 KV2239'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2239'0.5 MI E FROM DOUGLASSVILLE.
 KV2239'ABOUT 0.5 MILE EAST ALONG THE READING COMPANY RAILROAD FROM THE
 KV2239'STATION AT DOUGLASSVILLE, OR ABOUT 3.8 MILES WEST ALONG THE
 KV2239'READING COMPANY RAILROAD FROM THE STATION AT POTTSTOWN, 5 POLES
 KV2239'WEST OF FRACTIONAL MILEPOST 44/10, 22 FEET SOUTH OF THE SOUTH
 KV2239'RAIL OF THE SOUTH SET OF MAIN LINE TRACKS, AT A NEW HIGHWAY
 KV2239'OVERPASS, SET VERTICALLY IN THE NORTH FACE OF THE CONCRETE CRASH
 KV2239'WALL AT THE FIRST SET OF CONCRETE PILLARS SOUTH OF THE TRACK,
 KV2239'406 FEET WEST OF THE EAST END OF THE CRASH WALL, AND ABOUT 1
 KV2239'FOOT ABOVE THE LEVEL OF THE TRACK.
 KV2239
 KV2239                          STATION RECOVERY (1999)
 KV2239
 KV2239'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (ADR)
 KV2239'RECOVERED IN GOOD CONDITION.
 KV2239
 KV2239                          STATION RECOVERY (2003)
 KV2239
 KV2239'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEQ)
 KV2239'53 INCHES WEST OF EAST END OF CRASH WALL.  5 POLES EAST OF MILEPOST
 KV2239'44/2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0435 ***********************************************************************
 KW0435  DESIGNATION -  K 327
 KW0435  PID         -  KW0435
 KW0435  STATE/COUNTY-  PA/BERKS
 KW0435  USGS QUAD   -  SINKING SPRING (1987)
 KW0435
 KW0435                         *CURRENT SURVEY CONTROL
 KW0435  ___________________________________________________________________
 KW0435* NAD 83(1986)-  40 19 25.     (N)    076 00 50.     (W)     SCALED    
 KW0435* NAVD 88     -       105.441  (meters)     345.93   (feet)  ADJUSTED  
 KW0435  ___________________________________________________________________
 KW0435  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 KW0435  DYNAMIC HT  -         105.387 (meters)     345.76  (feet)  COMP
 KW0435  MODELED GRAV-     980,109.9   (mgal)                       NAVD 88
 KW0435
 KW0435  VERT ORDER  -  FIRST     CLASS I
 KW0435
 KW0435.The horizontal coordinates were scaled from a topographic map and have
 KW0435.an estimated accuracy of +/- 6 seconds.
 KW0435
 KW0435.The orthometric height was determined by differential leveling
 KW0435.and adjusted by the National Geodetic Survey in June 1991..
 KW0435
 KW0435.The geoid height was determined by GEOID03.
 KW0435
 KW0435.The dynamic height is computed by dividing the NAVD 88
 KW0435.geopotential number by the normal gravity value computed on the
 KW0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0435.degrees latitude (g = 980.6199 gals.).
 KW0435
 KW0435.The modeled gravity was interpolated from observed gravity values.
 KW0435
 KW0435;                    North         East    Units  Estimated Accuracy
 KW0435;SPC PA S     -   111,410.      747,540.      MT  (+/- 180 meters Scaled)
 KW0435
 KW0435                          SUPERSEDED SURVEY CONTROL
 KW0435
 KW0435  NGVD 29 (??/??/??)  105.672  (m)          346.69   (f) ADJUSTED    1 1
 KW0435
 KW0435.Superseded values are not recommended for survey control.
 KW0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0435.See file dsdata.txt to determine how the superseded data were derived.
 KW0435
 KW0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK138641(NAD 83)
 KW0435_MARKER: DB = BENCH MARK DISK
 KW0435_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0435_SP_SET: ABUTMENT
 KW0435_STAMPING: K 327 1966
 KW0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0435
 KW0435  HISTORY     - Date     Condition        Report By
 KW0435  HISTORY     - 1966     MONUMENTED       CGS
 KW0435  HISTORY     - 1987     GOOD             USPSQD
 KW0435  HISTORY     - 20010331 GOOD             NGS
 KW0435  HISTORY     - 20020209 GOOD             USPSQD
 KW0435
 KW0435                          STATION DESCRIPTION
 KW0435
 KW0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0435'0.8 MI E FROM SINKING SPRING.
 KW0435'ABOUT 0.8 MILE EAST ALONG THE READING COMPANY RAILROAD FROM
 KW0435'THE STATION AT SINKING SPRING, 3 POLES WEST OF FRACTIONAL MILEPOST
 KW0435'5/10, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 KW0435'ABUTMENT OF THE SHILLINGTON ROAD UNDERPASS, 23 FEET SOUTH OF THE
 KW0435'SOUTH RAIL OF THE SOUTH SET OF MAIN LINE TRACKS, AND ABOUT 1 1/2
 KW0435'FEET BELOW THE LEVEL OF THE TRACKS.
 KW0435
 KW0435                          STATION RECOVERY (1987)
 KW0435
 KW0435'RECOVERY NOTE BY US POWER SQUADRON 1987 (CW)
 KW0435'RECOVERED IN GOOD CONDITION.
 KW0435
 KW0435                          STATION RECOVERY (2001)
 KW0435
 KW0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KW0435'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KW0435
 KW0435                          STATION RECOVERY (2002)
 KW0435
 KW0435'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW0435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1724 ***********************************************************************
 KW1724  DESIGNATION -  K 328
 KW1724  PID         -  KW1724
 KW1724  STATE/COUNTY-  PA/JUNIATA
 KW1724  USGS QUAD   -  MIFFLINTOWN (1978)
 KW1724
 KW1724                         *CURRENT SURVEY CONTROL
 KW1724  ___________________________________________________________________
 KW1724* NAD 83(1986)-  40 35 40.     (N)    077 25 21.     (W)     SCALED    
 KW1724* NAVD 88     -       143.046  (meters)     469.31   (feet)  ADJUSTED  
 KW1724  ___________________________________________________________________
 KW1724  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 KW1724  DYNAMIC HT  -         142.979 (meters)     469.09  (feet)  COMP
 KW1724  MODELED GRAV-     980,152.7   (mgal)                       NAVD 88
 KW1724
 KW1724  VERT ORDER  -  FIRST     CLASS I
 KW1724
 KW1724.The horizontal coordinates were scaled from a topographic map and have
 KW1724.an estimated accuracy of +/- 6 seconds.
 KW1724
 KW1724.The orthometric height was determined by differential leveling
 KW1724.and adjusted by the National Geodetic Survey in June 1991..
 KW1724
 KW1724.The geoid height was determined by GEOID03.
 KW1724
 KW1724.The dynamic height is computed by dividing the NAVD 88
 KW1724.geopotential number by the normal gravity value computed on the
 KW1724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1724.degrees latitude (g = 980.6199 gals.).
 KW1724
 KW1724.The modeled gravity was interpolated from observed gravity values.
 KW1724
 KW1724;                    North         East    Units  Estimated Accuracy
 KW1724;SPC PA S     -   140,080.      627,720.      MT  (+/- 180 meters Scaled)
 KW1724
 KW1724                          SUPERSEDED SURVEY CONTROL
 KW1724
 KW1724  NGVD 29 (??/??/??)  143.255  (m)          470.00   (f) ADJUSTED    1 1
 KW1724
 KW1724.Superseded values are not recommended for survey control.
 KW1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1724.See file dsdata.txt to determine how the superseded data were derived.
 KW1724
 KW1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK950965(NAD 83)
 KW1724_MARKER: DB = BENCH MARK DISK
 KW1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1724_STAMPING: K 328 1966
 KW1724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1724+STABILITY: SURFACE MOTION
 KW1724
 KW1724  HISTORY     - Date     Condition        Report By
 KW1724  HISTORY     - 1966     MONUMENTED       CGS
 KW1724
 KW1724                          STATION DESCRIPTION
 KW1724
 KW1724'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1724'2.1 MI N FROM MIFFLIN.
 KW1724'2.1 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 KW1724'AT MIFFLIN, 161 FEET NORTHWEST AND ACROSS THE TRACKS FROM MILEPOST
 KW1724'156, 40 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST
 KW1724'SET OF TRACKS, 20 FEET NORTHWEST OF THE CENTER LINE OF A ROAD
 KW1724'WHICH PARALLELS THE TRACKS, 1.1 FEET NORTHEAST OF A METAL WITNESS
 KW1724'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS, AND SET IN THE
 KW1724'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0816 ***********************************************************************
 KW0816  DESIGNATION -  K 329
 KW0816  PID         -  KW0816
 KW0816  STATE/COUNTY-  PA/LEBANON
 KW0816  USGS QUAD   -  PALMYRA (1990)
 KW0816
 KW0816                         *CURRENT SURVEY CONTROL
 KW0816  ___________________________________________________________________
 KW0816* NAD 83(1986)-  40 19 18.     (N)    076 34 17.     (W)     SCALED    
 KW0816* NAVD 88     -       133.499  (meters)     437.99   (feet)  ADJUSTED  
 KW0816  ___________________________________________________________________
 KW0816  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 KW0816  DYNAMIC HT  -         133.430 (meters)     437.76  (feet)  COMP
 KW0816  MODELED GRAV-     980,106.3   (mgal)                       NAVD 88
 KW0816
 KW0816  VERT ORDER  -  FIRST     CLASS I
 KW0816
 KW0816.The horizontal coordinates were scaled from a topographic map and have
 KW0816.an estimated accuracy of +/- 6 seconds.
 KW0816
 KW0816.The orthometric height was determined by differential leveling
 KW0816.and adjusted by the National Geodetic Survey in June 1991..
 KW0816
 KW0816.The geoid height was determined by GEOID03.
 KW0816
 KW0816.The dynamic height is computed by dividing the NAVD 88
 KW0816.geopotential number by the normal gravity value computed on the
 KW0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0816.degrees latitude (g = 980.6199 gals.).
 KW0816
 KW0816.The modeled gravity was interpolated from observed gravity values.
 KW0816
 KW0816;                    North         East    Units  Estimated Accuracy
 KW0816;SPC PA S     -   110,410.      700,170.      MT  (+/- 180 meters Scaled)
 KW0816
 KW0816                          SUPERSEDED SURVEY CONTROL
 KW0816
 KW0816  NGVD 29 (??/??/??)  133.706  (m)          438.67   (f) ADJUSTED    1 1
 KW0816
 KW0816.Superseded values are not recommended for survey control.
 KW0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0816.See file dsdata.txt to determine how the superseded data were derived.
 KW0816
 KW0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK664646(NAD 83)
 KW0816_MARKER: DB = BENCH MARK DISK
 KW0816_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0816_SP_SET: CONC FILLED PIPE
 KW0816_STAMPING: K 329 1966
 KW0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0816
 KW0816  HISTORY     - Date     Condition        Report By
 KW0816  HISTORY     - 1966     MONUMENTED       CGS
 KW0816  HISTORY     - 20040410 MARK NOT FOUND   GEOCAC
 KW0816
 KW0816                          STATION DESCRIPTION
 KW0816
 KW0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0816'1.6 MI E FROM PALMYRA.
 KW0816'ABOUT 1.55 MILES EAST ALNG THE READING COMPANY RAILROAD FROM THE
 KW0816'STATION AT PALMYRA OR ABOUT 2.95 MILES WEST ALONG THE READING
 KW0816'COMPANY RAILROAD FROM THE STATION AT ANNVILLE, 4 POLES WEST OF
 KW0816'MILEPOST 35-40, 71 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 KW0816'TRACK, 66 FEET NORTH OF A SWITCH SIGNAL, 19 FEET SOUTH OF THE
 KW0816'BASE OF A STEEP BANK, 11 FEET EAST OF A POWER POLE NUMBER 74066,
 KW0816'ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, 1.5 FEET WEST OF A METAL
 KW0816'WITNESS POST, AND SET IN THE TOP OF A 5-INCH CONCRETE FILLED PIPE
 KW0816'WHICH PROJECTS 6-INCHES.
 KW0816
 KW0816                          STATION RECOVERY (2004)
 KW0816
 KW0816'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0816'MINE WASTE PILE MAY HAVE COVERED THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0090 ***********************************************************************
 MA0090  DESIGNATION -  K 33
 MA0090  PID         -  MA0090
 MA0090  STATE/COUNTY-  PA/POTTER
 MA0090  USGS QUAD   -  COUDERSPORT (1983)
 MA0090
 MA0090                         *CURRENT SURVEY CONTROL
 MA0090  ___________________________________________________________________
 MA0090* NAD 83(1986)-  41 46 28.     (N)    078 00 59.     (W)     SCALED    
 MA0090* NAVD 88     -       505.746  (meters)    1659.27   (feet)  ADJUSTED  
 MA0090  ___________________________________________________________________
 MA0090  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 MA0090  DYNAMIC HT  -         505.535 (meters)    1658.58  (feet)  COMP
 MA0090  MODELED GRAV-     980,189.5   (mgal)                       NAVD 88
 MA0090
 MA0090  VERT ORDER  -  SECOND    CLASS 0
 MA0090
 MA0090.The horizontal coordinates were scaled from a topographic map and have
 MA0090.an estimated accuracy of +/- 6 seconds.
 MA0090
 MA0090.The orthometric height was determined by differential leveling
 MA0090.and adjusted by the National Geodetic Survey in June 1991..
 MA0090
 MA0090.The geoid height was determined by GEOID03.
 MA0090
 MA0090.The dynamic height is computed by dividing the NAVD 88
 MA0090.geopotential number by the normal gravity value computed on the
 MA0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0090.degrees latitude (g = 980.6199 gals.).
 MA0090
 MA0090.The modeled gravity was interpolated from observed gravity values.
 MA0090
 MA0090;                    North         East    Units  Estimated Accuracy
 MA0090;SPC PA N     -   178,590.      577,850.      MT  (+/- 180 meters Scaled)
 MA0090
 MA0090                          SUPERSEDED SURVEY CONTROL
 MA0090
 MA0090  NGVD 29 (??/??/92)  505.882  (m)         1659.71   (f) ADJ UNCH    2 0
 MA0090
 MA0090.Superseded values are not recommended for survey control.
 MA0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0090.See file dsdata.txt to determine how the superseded data were derived.
 MA0090
 MA0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG479290(NAD 83)
 MA0090_MARKER: DB = BENCH MARK DISK
 MA0090_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0090_SP_SET: FOUNDATION
 MA0090_STAMPING: K 33 1934
 MA0090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0090+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2002
 MA0090
 MA0090  HISTORY     - Date     Condition        Report By
 MA0090  HISTORY     - 1934     MONUMENTED       CGS
 MA0090  HISTORY     - 1968     GOOD             NGS
 MA0090  HISTORY     - 20020629 GOOD             INDIV
 MA0090
 MA0090                          STATION DESCRIPTION
 MA0090
 MA0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MA0090'AT COUDERSPORT.
 MA0090'AT COUDERSPORT, POTTER COUNTY, AT THE COUDERSPORT CONSISTORY
 MA0090'BUILDING, IN THE FACE OF THE FOUNTAIN ON THE SOUTH SIDE OF THE
 MA0090'BUILDING, 33 FEET EAST OF THE SOUTH ENTRANCE TO THE BUILDING,
 MA0090'13 FEET EAST OF THE CORNER STONE, 30 FEET NORTH OF THE CENTER
 MA0090'LINE OF A STREET, AND 3 FEET HIGHER THAN THE CENTER LINE OF THE
 MA0090'STREET.  A STANDARD DISK, STAMPED K 33 1934 AND SET VERTICALLY.
 MA0090
 MA0090                          STATION RECOVERY (2002)
 MA0090
 MA0090'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (TBS)
 MA0090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1784 ***********************************************************************
 KW1784  DESIGNATION -  K 330
 KW1784  PID         -  KW1784
 KW1784  STATE/COUNTY-  PA/PERRY
 KW1784  USGS QUAD   -  WERTZVILLE (1987)
 KW1784
 KW1784                         *CURRENT SURVEY CONTROL
 KW1784  ___________________________________________________________________
 KW1784* NAD 83(1986)-  40 21 33.     (N)    077 00 51.     (W)     SCALED    
 KW1784* NAVD 88     -       109.911  (meters)     360.60   (feet)  ADJUSTED  
 KW1784  ___________________________________________________________________
 KW1784  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 KW1784  DYNAMIC HT  -         109.857 (meters)     360.42  (feet)  COMP
 KW1784  MODELED GRAV-     980,134.9   (mgal)                       NAVD 88
 KW1784
 KW1784  VERT ORDER  -  FIRST     CLASS I
 KW1784
 KW1784.The horizontal coordinates were scaled from a topographic map and have
 KW1784.an estimated accuracy of +/- 6 seconds.
 KW1784
 KW1784.The orthometric height was determined by differential leveling
 KW1784.and adjusted by the National Geodetic Survey in June 1991..
 KW1784
 KW1784.The geoid height was determined by GEOID03.
 KW1784
 KW1784.The dynamic height is computed by dividing the NAVD 88
 KW1784.geopotential number by the normal gravity value computed on the
 KW1784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1784.degrees latitude (g = 980.6199 gals.).
 KW1784
 KW1784.The modeled gravity was interpolated from observed gravity values.
 KW1784
 KW1784;                    North         East    Units  Estimated Accuracy
 KW1784;SPC PA S     -   114,160.      662,500.      MT  (+/- 180 meters Scaled)
 KW1784
 KW1784                          SUPERSEDED SURVEY CONTROL
 KW1784
 KW1784  NGVD 29 (??/??/??)  110.131  (m)          361.32   (f) ADJUSTED    1 1
 KW1784
 KW1784.Superseded values are not recommended for survey control.
 KW1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1784.See file dsdata.txt to determine how the superseded data were derived.
 KW1784
 KW1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK289695(NAD 83)
 KW1784_MARKER: DB = BENCH MARK DISK
 KW1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1784_STAMPING: K 330 1966
 KW1784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1784+STABILITY: SURFACE MOTION
 KW1784
 KW1784  HISTORY     - Date     Condition        Report By
 KW1784  HISTORY     - 1966     MONUMENTED       CGS
 KW1784
 KW1784                          STATION DESCRIPTION
 KW1784
 KW1784'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1784'2.5 MI SE FROM DUNCANNON.
 KW1784'ABOUT 2.5 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW1784'THE ABANDONED STATION AT DUNCANNON, 109 FEET SOUTHWEST AND
 KW1784'ACROSS THE TRACKS FROM MILEPOST 117, 63 1/2 FEET NORTHEAST OF
 KW1784'THE CENTER LINE OF U.S. HIGHWAYS 11 AND 15, 42 FEET SOUTHWEST
 KW1784'OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK, 34 1/2 FEET
 KW1784'NORTHWEST OF THE MOST NORTHWESTERLY GAS LINE MARKER, 23 FEET
 KW1784'SOUTHEAST OF A TELEPHONE POLE AND IN LINE WITH A ROW OF TELEPHONE
 KW1784'POLES, 2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 2.0 FEET
 KW1784'ABOVE THE LEVEL OF THE TRACKS, ABOUT 1.0 FOOT BELOW THE LEVEL
 KW1784'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KW1784'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1716 ***********************************************************************
 KW1716  DESIGNATION -  K 331
 KW1716  PID         -  KW1716
 KW1716  STATE/COUNTY-  PA/JUNIATA
 KW1716  USGS QUAD   -  MIFFLINTOWN (1978)
 KW1716
 KW1716                         *CURRENT SURVEY CONTROL
 KW1716  ___________________________________________________________________
 KW1716* NAD 83(1986)-  40 32 30.     (N)    077 23 28.     (W)     SCALED    
 KW1716* NAVD 88     -       134.023  (meters)     439.71   (feet)  ADJUSTED  
 KW1716  ___________________________________________________________________
 KW1716  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KW1716  DYNAMIC HT  -         133.960 (meters)     439.50  (feet)  COMP
 KW1716  MODELED GRAV-     980,152.6   (mgal)                       NAVD 88
 KW1716
 KW1716  VERT ORDER  -  FIRST     CLASS I
 KW1716
 KW1716.The horizontal coordinates were scaled from a topographic map and have
 KW1716.an estimated accuracy of +/- 6 seconds.
 KW1716
 KW1716.The orthometric height was determined by differential leveling
 KW1716.and adjusted by the National Geodetic Survey in June 1991..
 KW1716
 KW1716.The geoid height was determined by GEOID03.
 KW1716
 KW1716.The dynamic height is computed by dividing the NAVD 88
 KW1716.geopotential number by the normal gravity value computed on the
 KW1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1716.degrees latitude (g = 980.6199 gals.).
 KW1716
 KW1716.The modeled gravity was interpolated from observed gravity values.
 KW1716
 KW1716;                    North         East    Units  Estimated Accuracy
 KW1716;SPC PA S     -   134,230.      630,400.      MT  (+/- 180 meters Scaled)
 KW1716
 KW1716                          SUPERSEDED SURVEY CONTROL
 KW1716
 KW1716  NGVD 29 (??/??/??)  134.235  (m)          440.40   (f) ADJUSTED    1 1
 KW1716
 KW1716.Superseded values are not recommended for survey control.
 KW1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1716.See file dsdata.txt to determine how the superseded data were derived.
 KW1716
 KW1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK975906(NAD 83)
 KW1716_MARKER: DB = BENCH MARK DISK
 KW1716_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1716_SP_SET: CULVERT
 KW1716_STAMPING: K 331 1966
 KW1716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1716
 KW1716  HISTORY     - Date     Condition        Report By
 KW1716  HISTORY     - 1966     MONUMENTED       CGS
 KW1716
 KW1716                          STATION DESCRIPTION
 KW1716
 KW1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1716'0.7 MI NW FROM PORT ROYAL.
 KW1716'0.7 MILE NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1716'STATE HIGHWAY 75 OVERPASS FOR THE RAILROAD AT PORT ROYAL, 0.3
 KW1716'MILE SOUTHEAST OF MILEPOST 152, 10 FEET SOUTHWEST OF THE SOUTHWEST
 KW1716'RAIL OF THE SOUTHWEST TRACK, SET IN THE TOP OF THE NORTHWEST END
 KW1716'OF THE SOUTHWEST CONCRETE HEAD WALL OF A CUVLERT, AND ABOUT 2
 KW1716'FEET BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0666 ***********************************************************************
 KX0666  DESIGNATION -  K 332
 KX0666  PID         -  KX0666
 KX0666  STATE/COUNTY-  PA/CLEARFIELD
 KX0666  USGS QUAD   -  CURWENSVILLE (1993)
 KX0666
 KX0666                         *CURRENT SURVEY CONTROL
 KX0666  ___________________________________________________________________
 KX0666* NAD 83(1986)-  40 58 23.     (N)    078 33 59.     (W)     SCALED    
 KX0666* NAVD 88     -       396.789  (meters)    1301.80   (feet)  ADJUSTED  
 KX0666  ___________________________________________________________________
 KX0666  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KX0666  DYNAMIC HT  -         396.593 (meters)    1301.16  (feet)  COMP
 KX0666  MODELED GRAV-     980,118.6   (mgal)                       NAVD 88
 KX0666
 KX0666  VERT ORDER  -  FIRST     CLASS I
 KX0666
 KX0666.The horizontal coordinates were scaled from a topographic map and have
 KX0666.an estimated accuracy of +/- 6 seconds.
 KX0666
 KX0666.The orthometric height was determined by differential leveling
 KX0666.and adjusted by the National Geodetic Survey in June 1991..
 KX0666
 KX0666.The geoid height was determined by GEOID03.
 KX0666
 KX0666.The dynamic height is computed by dividing the NAVD 88
 KX0666.geopotential number by the normal gravity value computed on the
 KX0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0666.degrees latitude (g = 980.6199 gals.).
 KX0666
 KX0666.The modeled gravity was interpolated from observed gravity values.
 KX0666
 KX0666;                    North         East    Units  Estimated Accuracy
 KX0666;SPC PA N     -    89,880.      531,290.      MT  (+/- 180 meters Scaled)
 KX0666
 KX0666                          SUPERSEDED SURVEY CONTROL
 KX0666
 KX0666  NGVD 29 (??/??/92)  396.950  (m)         1302.33   (f) ADJ UNCH    1 1
 KX0666
 KX0666.Superseded values are not recommended for survey control.
 KX0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0666.See file dsdata.txt to determine how the superseded data were derived.
 KX0666
 KX0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF047386(NAD 83)
 KX0666_MARKER: DB = BENCH MARK DISK
 KX0666_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0666_SP_SET: CATCH BASIN
 KX0666_STAMPING: K 332 1966
 KX0666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0666
 KX0666  HISTORY     - Date     Condition        Report By
 KX0666  HISTORY     - 1966     MONUMENTED       CGS
 KX0666
 KX0666                          STATION DESCRIPTION
 KX0666
 KX0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0666'2.6 MI E FROM GRAMPIAN.
 KX0666'2.65 MILES EAST ALONG U.S. HIGHWAY 322 FROM THE POST OFFICE
 KX0666'AT GRAMPIAN, OR ABOUT 1.95 MILES WEST ALONG THE BALTIMORE AND
 KX0666'OHIO RAILROAD FROM THE STATION AT CURWENSVILLE, THENCE 1.15
 KX0666'MILES SOUTHWEST ALONG U.S. HIGHWAY 322, 0.25 MILE EAST OF A
 KX0666'SMALL CONCRETE BRIDGE, 21 FEET NORTH OF THE CENTER LINE OF THE
 KX0666'HIGHWAY, SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE
 KX0666'WALL OF A 4- BY 6-FOOT CONCRETE CATCH BASIN WHICH IS 5 1/2
 KX0666'FEET DEEP AND BEARS A METAL GRATING ON THE TOP, ABOUT LEVEL
 KX0666'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2290 ***********************************************************************
 KW2290  DESIGNATION -  K 333
 KW2290  PID         -  KW2290
 KW2290  STATE/COUNTY-  PA/MIFFLIN
 KW2290  USGS QUAD   -  BELLEVILLE (1973)
 KW2290
 KW2290                         *CURRENT SURVEY CONTROL
 KW2290  ___________________________________________________________________
 KW2290* NAD 83(1986)-  40 32 41.     (N)    077 38 44.     (W)     SCALED    
 KW2290* NAVD 88     -       148.234  (meters)     486.33   (feet)  ADJUSTED  
 KW2290  ___________________________________________________________________
 KW2290  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KW2290  DYNAMIC HT  -         148.161 (meters)     486.09  (feet)  COMP
 KW2290  MODELED GRAV-     980,129.9   (mgal)                       NAVD 88
 KW2290
 KW2290  VERT ORDER  -  FIRST     CLASS I
 KW2290
 KW2290.The horizontal coordinates were scaled from a topographic map and have
 KW2290.an estimated accuracy of +/- 6 seconds.
 KW2290
 KW2290.The orthometric height was determined by differential leveling
 KW2290.and adjusted by the National Geodetic Survey in June 1991..
 KW2290
 KW2290.The geoid height was determined by GEOID03.
 KW2290
 KW2290.The dynamic height is computed by dividing the NAVD 88
 KW2290.geopotential number by the normal gravity value computed on the
 KW2290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2290.degrees latitude (g = 980.6199 gals.).
 KW2290
 KW2290.The modeled gravity was interpolated from observed gravity values.
 KW2290
 KW2290;                    North         East    Units  Estimated Accuracy
 KW2290;SPC PA S     -   134,510.      608,850.      MT  (+/- 180 meters Scaled)
 KW2290
 KW2290                          SUPERSEDED SURVEY CONTROL
 KW2290
 KW2290  NGVD 29 (??/??/??)  148.433  (m)          486.98   (f) ADJUSTED    1 1
 KW2290
 KW2290.Superseded values are not recommended for survey control.
 KW2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2290.See file dsdata.txt to determine how the superseded data were derived.
 KW2290
 KW2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK759915(NAD 83)
 KW2290_MARKER: DB = BENCH MARK DISK
 KW2290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2290_STAMPING: K 333 1966
 KW2290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2290+STABILITY: SURFACE MOTION
 KW2290
 KW2290  HISTORY     - Date     Condition        Report By
 KW2290  HISTORY     - 1966     MONUMENTED       CGS
 KW2290
 KW2290                          STATION DESCRIPTION
 KW2290
 KW2290'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2290'5.7 MI SW FROM LEWISTOWN.
 KW2290'ABOUT 5.1 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW2290'THE STATION AT LEWISTOWN, THENCE 0.25 MILE NORTH ALONG A PAVED
 KW2290'ROAD, THENCE 0.35 MILE WEST ALONG THE ACCESS ROAD TO THE CARGILL
 KW2290'AIRPORT, 73.5 FEET WEST OF THE SOUTHWEST CORNER OF THE AIRPORT
 KW2290'OFFICE BUILDING, 2 FEET WEST OF THE SOUTHWEST CORNER OF THE
 KW2290'MIDDLE ONE OF THREE HANGARS, AND SET IN THE TOP OF A CONCRETE
 KW2290'POST ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0120 ***********************************************************************
 KX0120  DESIGNATION -  K 334
 KX0120  PID         -  KX0120
 KX0120  STATE/COUNTY-  PA/CENTRE
 KX0120  USGS QUAD   -  HOUTZDALE (1993)
 KX0120
 KX0120                         *CURRENT SURVEY CONTROL
 KX0120  ___________________________________________________________________
 KX0120* NAD 83(1986)-  40 49 44.     (N)    078 14 59.     (W)     SCALED    
 KX0120* NAVD 88     -       515.927  (meters)    1692.67   (feet)  ADJUSTED  
 KX0120  ___________________________________________________________________
 KX0120  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 KX0120  DYNAMIC HT  -         515.657 (meters)    1691.78  (feet)  COMP
 KX0120  MODELED GRAV-     980,084.8   (mgal)                       NAVD 88
 KX0120
 KX0120  VERT ORDER  -  FIRST     CLASS I
 KX0120
 KX0120.The horizontal coordinates were scaled from a topographic map and have
 KX0120.an estimated accuracy of +/- 6 seconds.
 KX0120
 KX0120.The orthometric height was determined by differential leveling
 KX0120.and adjusted by the National Geodetic Survey in June 1991..
 KX0120
 KX0120.The geoid height was determined by GEOID03.
 KX0120
 KX0120.The dynamic height is computed by dividing the NAVD 88
 KX0120.geopotential number by the normal gravity value computed on the
 KX0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0120.degrees latitude (g = 980.6199 gals.).
 KX0120
 KX0120.The modeled gravity was interpolated from observed gravity values.
 KX0120
 KX0120;                    North         East    Units  Estimated Accuracy
 KX0120;SPC PA N     -    73,660.      557,850.      MT  (+/- 180 meters Scaled)
 KX0120
 KX0120                          SUPERSEDED SURVEY CONTROL
 KX0120
 KX0120  NGVD 29 (??/??/92)  516.076  (m)         1693.16   (f) ADJ UNCH    1 1
 KX0120
 KX0120.Superseded values are not recommended for survey control.
 KX0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0120.See file dsdata.txt to determine how the superseded data were derived.
 KX0120
 KX0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF319234(NAD 83)
 KX0120_MARKER: DB = BENCH MARK DISK
 KX0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0120_STAMPING: K 334 1966
 KX0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0120+STABILITY: SURFACE MOTION
 KX0120
 KX0120  HISTORY     - Date     Condition        Report By
 KX0120  HISTORY     - 1966     MONUMENTED       CGS
 KX0120
 KX0120                          STATION DESCRIPTION
 KX0120
 KX0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0120'1.7 MI SE FROM OSCEOLA MILLS.
 KX0120'ABOUT 1.7 MILES SOUTHEAST ALONG THE CLEARFIELD BRANCH OF THE
 KX0120'PENNSYLVANIA RAILROAD FROM THE FREIGHT STATION AT OSCEOLA MILLS,
 KX0120'0.6 MILE NORTHWEST OF THE CROSSING OF THE RAILROAD AND A ROAD,
 KX0120'0.1 MILE NORTHWEST OF MILEPOST NUMBER 17, 28 1/2 FEET NORTHEAST
 KX0120'OF THE NORTHEAST RAIL OF THE NORTHEAST SET OF TRACKS, 3 1/2 FEET
 KX0120'NORTHWEST OF THE 3RD TELEPHONE POLE NORTHWEST OF THE MILEPOST,
 KX0120'1.2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE
 KX0120'THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST
 KX0120'WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0354 ***********************************************************************
 MA0354  DESIGNATION -  K 335
 MA0354  PID         -  MA0354
 MA0354  STATE/COUNTY-  PA/CLEARFIELD
 MA0354  USGS QUAD   -  LUTHERSBURG (1986)
 MA0354
 MA0354                         *CURRENT SURVEY CONTROL
 MA0354  ___________________________________________________________________
 MA0354* NAD 83(1986)-  41 04 27.     (N)    078 44 11.     (W)     SCALED    
 MA0354* NAVD 88     -       482.641  (meters)    1583.46   (feet)  ADJUSTED  
 MA0354  ___________________________________________________________________
 MA0354  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 MA0354  DYNAMIC HT  -         482.406 (meters)    1582.69  (feet)  COMP
 MA0354  MODELED GRAV-     980,122.8   (mgal)                       NAVD 88
 MA0354
 MA0354  VERT ORDER  -  FIRST     CLASS I
 MA0354
 MA0354.The horizontal coordinates were scaled from a topographic map and have
 MA0354.an estimated accuracy of +/- 6 seconds.
 MA0354
 MA0354.The orthometric height was determined by differential leveling
 MA0354.and adjusted by the National Geodetic Survey in June 1991..
 MA0354
 MA0354.The geoid height was determined by GEOID03.
 MA0354
 MA0354.The dynamic height is computed by dividing the NAVD 88
 MA0354.geopotential number by the normal gravity value computed on the
 MA0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0354.degrees latitude (g = 980.6199 gals.).
 MA0354
 MA0354.The modeled gravity was interpolated from observed gravity values.
 MA0354
 MA0354;                    North         East    Units  Estimated Accuracy
 MA0354;SPC PA N     -   101,250.      517,110.      MT  (+/- 180 meters Scaled)
 MA0354
 MA0354                          SUPERSEDED SURVEY CONTROL
 MA0354
 MA0354  NGVD 29 (??/??/92)  482.794  (m)         1583.97   (f) ADJ UNCH    1 1
 MA0354
 MA0354.Superseded values are not recommended for survey control.
 MA0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0354.See file dsdata.txt to determine how the superseded data were derived.
 MA0354
 MA0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF901494(NAD 83)
 MA0354_MARKER: DB = BENCH MARK DISK
 MA0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0354_STAMPING: K 335 1966
 MA0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0354+STABILITY: SURFACE MOTION
 MA0354
 MA0354  HISTORY     - Date     Condition        Report By
 MA0354  HISTORY     - 1966     MONUMENTED       CGS
 MA0354  HISTORY     - 1967     GOOD             NGS
 MA0354
 MA0354                          STATION DESCRIPTION
 MA0354
 MA0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0354'4.4 MI SE FROM DU BOIS.
 MA0354'ABOUT 4.35 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0354'FROM THE UNION BANKING AND TRUST COMPANY BUILDING WHICH WAS
 MA0354'FORMERLY THE BALTIMORE AND OHIO RAILROAD STATION AT DU BOIS,
 MA0354'7 POLES SOUTH MILEPOST 1/10, 5 RAILS NORTH OF THE CROSSING OF
 MA0354'THE RAILROAD AND PAVED ROAD 17016, 26 FEET EAST OF THE EAST
 MA0354'RAIL OF THE TRACKS, 16 FEET EAST OF SEMAPHORE 1.4, 13 FEET
 MA0354'EAST OF A METAL CONTROL BOX, 1.8 FEET WEST OF A METAL WITNESS
 MA0354'POST, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6
 MA0354'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0640 ***********************************************************************
 MA0640  DESIGNATION -  K 336
 MA0640  PID         -  MA0640
 MA0640  STATE/COUNTY-  PA/MCKEAN
 MA0640  USGS QUAD   -  BRADFORD (1983)
 MA0640
 MA0640                         *CURRENT SURVEY CONTROL
 MA0640  ___________________________________________________________________
 MA0640* NAD 83(1986)-  41 53 57.     (N)    078 38 46.     (W)     SCALED    
 MA0640* NAVD 88     -       461.791  (meters)    1515.06   (feet)  ADJUSTED  
 MA0640  ___________________________________________________________________
 MA0640  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 MA0640  DYNAMIC HT  -         461.599 (meters)    1514.43  (feet)  COMP
 MA0640  MODELED GRAV-     980,192.3   (mgal)                       NAVD 88
 MA0640
 MA0640  VERT ORDER  -  FIRST     CLASS I
 MA0640
 MA0640.The horizontal coordinates were scaled from a topographic map and have
 MA0640.an estimated accuracy of +/- 6 seconds.
 MA0640
 MA0640.The orthometric height was determined by differential leveling
 MA0640.and adjusted by the National Geodetic Survey in June 1991..
 MA0640
 MA0640.The geoid height was determined by GEOID03.
 MA0640
 MA0640.The dynamic height is computed by dividing the NAVD 88
 MA0640.geopotential number by the normal gravity value computed on the
 MA0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0640.degrees latitude (g = 980.6199 gals.).
 MA0640
 MA0640.The modeled gravity was interpolated from observed gravity values.
 MA0640
 MA0640;                    North         East    Units  Estimated Accuracy
 MA0640;SPC PA N     -   192,790.      525,640.      MT  (+/- 180 meters Scaled)
 MA0640
 MA0640                          SUPERSEDED SURVEY CONTROL
 MA0640
 MA0640  NGVD 29 (??/??/92)  461.927  (m)         1515.51   (f) ADJ UNCH    1 1
 MA0640
 MA0640.Superseded values are not recommended for survey control.
 MA0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0640.See file dsdata.txt to determine how the superseded data were derived.
 MA0640
 MA0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG952412(NAD 83)
 MA0640_MARKER: DB = BENCH MARK DISK
 MA0640_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0640_SP_SET: CONC BLOCK
 MA0640_STAMPING: K 336 1966
 MA0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0640
 MA0640  HISTORY     - Date     Condition        Report By
 MA0640  HISTORY     - 1966     MONUMENTED       CGS
 MA0640  HISTORY     - 1967     GOOD             NGS
 MA0640  HISTORY     - 19981205 GOOD             USPSQD
 MA0640  HISTORY     - 20040304 POOR             USPSQD
 MA0640
 MA0640                          STATION DESCRIPTION
 MA0640
 MA0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0640'4 MI S FROM BRADFORD.
 MA0640'ABOUT 3.95 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0640'FROM THE STATION AT BRADFORD, 4 1/2 POLES SOUTH OF A CROSSING OF
 MA0640'THE RAILROAD AND A PRIVATE ROAD, 7 POLES NORTH OF A CROSSING
 MA0640'OF THE RAILROAD AND A PRIVATE ROAD, 155 FEET EAST-NORTHEAST
 MA0640'AND ACROSS THE TRACKS FROM MILEPOST 126/40, 101 FEET EAST OF THE
 MA0640'EAST RAIL OF THE EAST SET OF TRACKS, 37 FEET WEST OF THE CENTER
 MA0640'LINE OF A PAVED ROAD WHICH PARALLELS THE TRACKS, SET IN THE TOP
 MA0640'OF THE NORTHWEST CORNER OF A 2- BY 2-FOOT CONCRETE BLOCK WHICH
 MA0640'WAS POURED AROUND A 6-INCH WELL CASING WHICH PROJECTS 2 FEET,
 MA0640'2 FEET SOUTHWEST OF AN 8-INCH WELL CASING WHICH PROJECTS 4 FEET,
 MA0640'ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACKS, AND ABOUT 2 FEET
 MA0640'BELOW THE LEVEL OF THE ROAD.
 MA0640
 MA0640                          STATION RECOVERY (1998)
 MA0640
 MA0640'RECOVERY NOTE BY US POWER SQUADRON 1998
 MA0640'RECOVERED IN GOOD CONDITION.
 MA0640
 MA0640                          STATION RECOVERY (2004)
 MA0640
 MA0640'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0640'MARK IS ERODING FROM CONSTANT FLOW OF MINERAL WATER FROM THE WELL
 MA0640'CASING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0612 ***********************************************************************
 MA0612  DESIGNATION -  K 337
 MA0612  PID         -  MA0612
 MA0612  STATE/COUNTY-  PA/MCKEAN
 MA0612  USGS QUAD   -  MT JEWETT (1981)
 MA0612
 MA0612                         *CURRENT SURVEY CONTROL
 MA0612  ___________________________________________________________________
 MA0612* NAD 83(1986)-  41 43 26.     (N)    078 38 52.     (W)     SCALED    
 MA0612* NAVD 88     -       674.901  (meters)    2214.24   (feet)  ADJUSTED  
 MA0612  ___________________________________________________________________
 MA0612  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 MA0612  DYNAMIC HT  -         674.600 (meters)    2213.25  (feet)  COMP
 MA0612  MODELED GRAV-     980,154.2   (mgal)                       NAVD 88
 MA0612
 MA0612  VERT ORDER  -  FIRST     CLASS I
 MA0612
 MA0612.The horizontal coordinates were scaled from a topographic map and have
 MA0612.an estimated accuracy of +/- 6 seconds.
 MA0612
 MA0612.The orthometric height was determined by differential leveling
 MA0612.and adjusted by the National Geodetic Survey in June 1991..
 MA0612
 MA0612.The geoid height was determined by GEOID03.
 MA0612
 MA0612.The dynamic height is computed by dividing the NAVD 88
 MA0612.geopotential number by the normal gravity value computed on the
 MA0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0612.degrees latitude (g = 980.6199 gals.).
 MA0612
 MA0612.The modeled gravity was interpolated from observed gravity values.
 MA0612
 MA0612;                    North         East    Units  Estimated Accuracy
 MA0612;SPC PA N     -   173,330.      525,300.      MT  (+/- 180 meters Scaled)
 MA0612
 MA0612                          SUPERSEDED SURVEY CONTROL
 MA0612
 MA0612  NGVD 29 (??/??/92)  675.023  (m)         2214.64   (f) ADJ UNCH    1 1
 MA0612
 MA0612.Superseded values are not recommended for survey control.
 MA0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0612.See file dsdata.txt to determine how the superseded data were derived.
 MA0612
 MA0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG956217(NAD 83)
 MA0612_MARKER: DB = BENCH MARK DISK
 MA0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0612_STAMPING: K 337 1966
 MA0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0612+STABILITY: SURFACE MOTION
 MA0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0612+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 MA0612
 MA0612  HISTORY     - Date     Condition        Report By
 MA0612  HISTORY     - 1966     MONUMENTED       CGS
 MA0612  HISTORY     - 1967     GOOD             NGS
 MA0612  HISTORY     - 1968     GOOD             NGS
 MA0612  HISTORY     - 20010331 GOOD             NGS
 MA0612  HISTORY     - 20051005 GOOD             USPSQD
 MA0612
 MA0612                          STATION DESCRIPTION
 MA0612
 MA0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0612'0.4 MI W FROM MT JEWETT.
 MA0612'ABOUT 0.1 MILE NORTH ALONG CENTER STREET FROM THE POST OFFICE AT
 MA0612'MT. JEWETT, THENCE 0.35 MILE WEST ALONG THE BALTIMORE AND OHIO
 MA0612'RAILROAD, 70 FEET WEST OF MILEPOST 147, 64 FEET SOUTH OF THE
 MA0612'SOUTH RAIL OF THE SOUTH SET OF MAIN LINE TRACKS, 36 FEET NORTH
 MA0612'OF THE CENTER LINE OF U.S. HIGHWAY 6, 2 FEET WEST OF A TELEPHONE
 MA0612'POLE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 MA0612'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 MA0612'INCHES.
 MA0612
 MA0612                          STATION RECOVERY (1968)
 MA0612
 MA0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MA0612'RECOVERED IN GOOD CONDITION.
 MA0612
 MA0612                          STATION RECOVERY (2001)
 MA0612
 MA0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 MA0612'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 MA0612
 MA0612                          STATION RECOVERY (2005)
 MA0612
 MA0612'RECOVERY NOTE BY US POWER SQUADRON 2005 (SG)
 MA0612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0392 ***********************************************************************
 MA0392  DESIGNATION -  K 338
 MA0392  PID         -  MA0392
 MA0392  STATE/COUNTY-  PA/JEFFERSON
 MA0392  USGS QUAD   -  CARMAN (1994)
 MA0392
 MA0392                         *CURRENT SURVEY CONTROL
 MA0392  ___________________________________________________________________
 MA0392* NAD 83(1986)-  41 18 43.     (N)    078 50 25.     (W)     SCALED    
 MA0392* NAVD 88     -       436.075  (meters)    1430.69   (feet)  ADJUSTED  
 MA0392  ___________________________________________________________________
 MA0392  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 MA0392  DYNAMIC HT  -         435.880 (meters)    1430.05  (feet)  COMP
 MA0392  MODELED GRAV-     980,162.6   (mgal)                       NAVD 88
 MA0392
 MA0392  VERT ORDER  -  FIRST     CLASS I
 MA0392
 MA0392.The horizontal coordinates were scaled from a topographic map and have
 MA0392.an estimated accuracy of +/- 6 seconds.
 MA0392
 MA0392.The orthometric height was determined by differential leveling
 MA0392.and adjusted by the National Geodetic Survey in June 1991..
 MA0392
 MA0392.The geoid height was determined by GEOID03.
 MA0392
 MA0392.The dynamic height is computed by dividing the NAVD 88
 MA0392.geopotential number by the normal gravity value computed on the
 MA0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0392.degrees latitude (g = 980.6199 gals.).
 MA0392
 MA0392.The modeled gravity was interpolated from observed gravity values.
 MA0392
 MA0392;                    North         East    Units  Estimated Accuracy
 MA0392;SPC PA N     -   127,760.      508,710.      MT  (+/- 180 meters Scaled)
 MA0392
 MA0392                          SUPERSEDED SURVEY CONTROL
 MA0392
 MA0392  NGVD 29 (??/??/92)  436.231  (m)         1431.20   (f) ADJ UNCH    1 1
 MA0392
 MA0392.Superseded values are not recommended for survey control.
 MA0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0392.See file dsdata.txt to determine how the superseded data were derived.
 MA0392
 MA0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF807756(NAD 83)
 MA0392_MARKER: DB = BENCH MARK DISK
 MA0392_SETTING: 66 = SET IN ROCK OUTCROP
 MA0392_SP_SET: ROCK WALL
 MA0392_STAMPING: K 338 1966
 MA0392_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA0392+STABILITY: POSITION/ELEVATION WELL
 MA0392
 MA0392  HISTORY     - Date     Condition        Report By
 MA0392  HISTORY     - 1966     MONUMENTED       CGS
 MA0392  HISTORY     - 1967     GOOD             NGS
 MA0392
 MA0392                          STATION DESCRIPTION
 MA0392
 MA0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0392'5.6 MI N FROM BROCKWAY.
 MA0392'ABOUT 5.55 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0392'FROM THE STATION AT BROCKWAY, 149 FEET NORTHWEST OF A METAL
 MA0392'TELEPHONE BOX, 37 FEET NORTHEAST OF MILEPOST 188, 11 FEET
 MA0392'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST SET OF TRACKS,
 MA0392'SET IN THE TOP OF THE NORTHEAST EDGE OF A ROCK RETAINING WALL
 MA0392'WHICH PARALLELS THE TRACKS, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 MA0392'TRACKS, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0421 ***********************************************************************
 MA0421  DESIGNATION -  K 339
 MA0421  PID         -  MA0421
 MA0421  STATE/COUNTY-  PA/ELK
 MA0421  USGS QUAD   -  PORTLAND MILLS (1969)
 MA0421
 MA0421                         *CURRENT SURVEY CONTROL
 MA0421  ___________________________________________________________________
 MA0421* NAD 83(1986)-  41 28 11.     (N)    078 46 12.     (W)     SCALED    
 MA0421* NAVD 88     -       530.032  (meters)    1738.95   (feet)  ADJUSTED  
 MA0421  ___________________________________________________________________
 MA0421  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 MA0421  DYNAMIC HT  -         529.797 (meters)    1738.18  (feet)  COMP
 MA0421  MODELED GRAV-     980,163.1   (mgal)                       NAVD 88
 MA0421
 MA0421  VERT ORDER  -  FIRST     CLASS I
 MA0421
 MA0421.The horizontal coordinates were scaled from a topographic map and have
 MA0421.an estimated accuracy of +/- 6 seconds.
 MA0421
 MA0421.The orthometric height was determined by differential leveling
 MA0421.and adjusted by the National Geodetic Survey in June 1991..
 MA0421
 MA0421.The geoid height was determined by GEOID03.
 MA0421
 MA0421.The dynamic height is computed by dividing the NAVD 88
 MA0421.geopotential number by the normal gravity value computed on the
 MA0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0421.degrees latitude (g = 980.6199 gals.).
 MA0421
 MA0421.The modeled gravity was interpolated from observed gravity values.
 MA0421
 MA0421;                    North         East    Units  Estimated Accuracy
 MA0421;SPC PA N     -   145,210.      514,800.      MT  (+/- 180 meters Scaled)
 MA0421
 MA0421                          SUPERSEDED SURVEY CONTROL
 MA0421
 MA0421  NGVD 29 (??/??/92)  530.186  (m)         1739.45   (f) ADJ UNCH    1 1
 MA0421
 MA0421.Superseded values are not recommended for survey control.
 MA0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0421.See file dsdata.txt to determine how the superseded data were derived.
 MA0421
 MA0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF862933(NAD 83)
 MA0421_MARKER: DB = BENCH MARK DISK
 MA0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0421_STAMPING: K 339 1966
 MA0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0421+STABILITY: SURFACE MOTION
 MA0421
 MA0421  HISTORY     - Date     Condition        Report By
 MA0421  HISTORY     - 1966     MONUMENTED       CGS
 MA0421  HISTORY     - 1967     GOOD             NGS
 MA0421
 MA0421                          STATION DESCRIPTION
 MA0421
 MA0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0421'4.4 MI NW FROM RIDGWAY.
 MA0421'ABOUT 0.1 MILE NORTHWEST ALONG SOUTH MILL AVENUE FROM THE POST
 MA0421'OFFICE AT RIDGWAY, THENCE 0.9 MILE WEST ALONG WEST MAIN STREET,
 MA0421'THENCE 3.35 MILES NORTHWEST ALONG COUNTY ROAD 24015, AT THE KINGS
 MA0421'AIRPORT, 92 YARDS WEST OF THE CENTER LINE OF THE ROAD, 53 FEET
 MA0421'SOUTH OF THE SOUTHWEST CORNER OF A HANGAR, 18 FEET EAST OF A
 MA0421'27-INCH MAPLE TREE, 14 FEET NORTH OF THE CENTER LINE OF A TRACK
 MA0421'ROAD, 10 FEET WEST OF A POWER POLE BEARING A TRANSFORMER, 1.5
 MA0421'FEET NORTHWEST OF A METAL WITNESS POST, 2.0 FEET BELOW THE LEVEL
 MA0421'OF THE TRACK ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH
 MA0421'PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0694 ***********************************************************************
 LZ0694  DESIGNATION -  K 34
 LZ0694  PID         -  LZ0694
 LZ0694  STATE/COUNTY-  PA/TIOGA
 LZ0694  USGS QUAD   -  KNOXVILLE (1969)
 LZ0694
 LZ0694                         *CURRENT SURVEY CONTROL
 LZ0694  ___________________________________________________________________
 LZ0694* NAD 83(1986)-  41 57 38.     (N)    077 24 38.     (W)     SCALED    
 LZ0694* NAVD 88     -       368.903  (meters)    1210.31   (feet)  ADJUSTED  
 LZ0694  ___________________________________________________________________
 LZ0694  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 LZ0694  DYNAMIC HT  -         368.760 (meters)    1209.84  (feet)  COMP
 LZ0694  MODELED GRAV-     980,223.1   (mgal)                       NAVD 88
 LZ0694
 LZ0694  VERT ORDER  -  SECOND    CLASS 0
 LZ0694
 LZ0694.The horizontal coordinates were scaled from a topographic map and have
 LZ0694.an estimated accuracy of +/- 6 seconds.
 LZ0694
 LZ0694.The orthometric height was determined by differential leveling
 LZ0694.and adjusted by the National Geodetic Survey in June 1991..
 LZ0694
 LZ0694.The geoid height was determined by GEOID03.
 LZ0694
 LZ0694.The dynamic height is computed by dividing the NAVD 88
 LZ0694.geopotential number by the normal gravity value computed on the
 LZ0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0694.degrees latitude (g = 980.6199 gals.).
 LZ0694
 LZ0694.The modeled gravity was interpolated from observed gravity values.
 LZ0694
 LZ0694;                    North         East    Units  Estimated Accuracy
 LZ0694;SPC PA N     -   199,280.      628,140.      MT  (+/- 180 meters Scaled)
 LZ0694
 LZ0694                          SUPERSEDED SURVEY CONTROL
 LZ0694
 LZ0694  NGVD 29 (??/??/92)  369.045  (m)         1210.78   (f) ADJ UNCH    2 0
 LZ0694
 LZ0694.Superseded values are not recommended for survey control.
 LZ0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0694.See file dsdata.txt to determine how the superseded data were derived.
 LZ0694
 LZ0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM002482(NAD 83)
 LZ0694_MARKER: DB = BENCH MARK DISK
 LZ0694_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0694_SP_SET: ABUTMENT
 LZ0694_STAMPING: K 34 1934
 LZ0694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0694
 LZ0694  HISTORY     - Date     Condition        Report By
 LZ0694  HISTORY     - 1934     MONUMENTED       CGS
 LZ0694
 LZ0694                          STATION DESCRIPTION
 LZ0694
 LZ0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0694'3.8 MI S FROM OSCEOLA.
 LZ0694'ABOUT 3.8 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LZ0694'OSCEOLA, TIOGA COUNTY, ABOUT 2,900 FEET SOUTH OF MILEPOST C 16,
 LZ0694'37 FEET SOUTH OF THE CROSSING OF A SECONDARY ROAD, AT 10-FOOT
 LZ0694'CONCRETE CULVERT C 28, IN THE TOP OF THE EAST SIDE OF THE SOUTH
 LZ0694'ABUTMENT, 4 FEET EAST OF THE EAST RAIL, AND 2 FEET LOWER THAN THE
 LZ0694'TOP OF THE RAIL.  A STANDARD DISK, STAMPED K 34 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0996 ***********************************************************************
 KX0996  DESIGNATION -  K 341
 KX0996  PID         -  KX0996
 KX0996  STATE/COUNTY-  PA/WESTMORELAND
 KX0996  USGS QUAD   -  BLAIRSVILLE (1981)
 KX0996
 KX0996                         *CURRENT SURVEY CONTROL
 KX0996  ___________________________________________________________________
 KX0996* NAD 83(1986)-  40 22 49.     (N)    079 15 08.     (W)     SCALED    
 KX0996* NAVD 88     -       344.172  (meters)    1129.17   (feet)  ADJUSTED  
 KX0996  ___________________________________________________________________
 KX0996  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 KX0996  DYNAMIC HT  -         343.991 (meters)    1128.58  (feet)  COMP
 KX0996  MODELED GRAV-     980,088.0   (mgal)                       NAVD 88
 KX0996
 KX0996  VERT ORDER  -  FIRST     CLASS I
 KX0996
 KX0996.The horizontal coordinates were scaled from a topographic map and have
 KX0996.an estimated accuracy of +/- 6 seconds.
 KX0996
 KX0996.The orthometric height was determined by differential leveling
 KX0996.and adjusted by the National Geodetic Survey in June 1991..
 KX0996
 KX0996.The geoid height was determined by GEOID03.
 KX0996
 KX0996.The dynamic height is computed by dividing the NAVD 88
 KX0996.geopotential number by the normal gravity value computed on the
 KX0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0996.degrees latitude (g = 980.6199 gals.).
 KX0996
 KX0996.The modeled gravity was interpolated from observed gravity values.
 KX0996
 KX0996;                    North         East    Units  Estimated Accuracy
 KX0996;SPC PA S     -   117,330.      472,450.      MT  (+/- 180 meters Scaled)
 KX0996
 KX0996                          SUPERSEDED SURVEY CONTROL
 KX0996
 KX0996  NGVD 29 (??/??/92)  344.337  (m)         1129.71   (f) ADJ UNCH    1 1
 KX0996
 KX0996.Superseded values are not recommended for survey control.
 KX0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0996.See file dsdata.txt to determine how the superseded data were derived.
 KX0996
 KX0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE483714(NAD 83)
 KX0996_MARKER: DB = BENCH MARK DISK
 KX0996_SETTING: 66 = SET IN ROCK OUTCROP
 KX0996_SP_SET: ROCK LEDGE
 KX0996_STAMPING: K 341 1966
 KX0996_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX0996+STABILITY: POSITION/ELEVATION WELL
 KX0996
 KX0996  HISTORY     - Date     Condition        Report By
 KX0996  HISTORY     - 1966     MONUMENTED       CGS
 KX0996
 KX0996                          STATION DESCRIPTION
 KX0996
 KX0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0996'3 MI SW FROM TORRANCE.
 KX0996'3.0 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM A BLACK
 KX0996'TOP ROAD OVERPASS OVER THE TRACK, ABOUT 0.1 MILE SOUTHWEST OF
 KX0996'MILEPOST 303, ALONG THE SOUTHEAST SIDE OF A ROAD THAT PARALLELS
 KX0996'THE TRACK, ABOUT 30 YARDS SOUTHEAST OF THE TRACK, ABOUT 65
 KX0996'YARDS SOUTHWEST OF A 6 FOOT CONCRETE BOX CULVERT UNDER THE ROAD,
 KX0996'SET IN THE TOP OF A 1 FOOT HIGH STEP ON A SLOPING ROCK LEDGE THAT
 KX0996'IS ABOUT 45 FEET LONG AND IS PART OF AND AT THE NORTHEAST END
 KX0996'OF LOW CUT, 16 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 KX0996'1 1/2 FEET SOUTH OF THE NORTH CORNER OF THE STEP AND ABOUT 2
 KX0996'FEET ROAD AND 15 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1223 ***********************************************************************
 KX1223  DESIGNATION -  K 342
 KX1223  PID         -  KX1223
 KX1223  STATE/COUNTY-  PA/WESTMORELAND
 KX1223  USGS QUAD   -  IRWIN (1979)
 KX1223
 KX1223                         *CURRENT SURVEY CONTROL
 KX1223  ___________________________________________________________________
 KX1223* NAD 83(1986)-  40 20 02.     (N)    079 42 20.     (W)     SCALED    
 KX1223* NAVD 88     -       280.418  (meters)     920.00   (feet)  ADJUSTED  
 KX1223  ___________________________________________________________________
 KX1223  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KX1223  DYNAMIC HT  -         280.267 (meters)     919.51  (feet)  COMP
 KX1223  MODELED GRAV-     980,079.7   (mgal)                       NAVD 88
 KX1223
 KX1223  VERT ORDER  -  FIRST     CLASS I
 KX1223
 KX1223.The horizontal coordinates were scaled from a topographic map and have
 KX1223.an estimated accuracy of +/- 6 seconds.
 KX1223
 KX1223.The orthometric height was determined by differential leveling
 KX1223.and adjusted by the National Geodetic Survey in June 1991..
 KX1223
 KX1223.The geoid height was determined by GEOID03.
 KX1223
 KX1223.The dynamic height is computed by dividing the NAVD 88
 KX1223.geopotential number by the normal gravity value computed on the
 KX1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1223.degrees latitude (g = 980.6199 gals.).
 KX1223
 KX1223.The modeled gravity was interpolated from observed gravity values.
 KX1223
 KX1223;                    North         East    Units  Estimated Accuracy
 KX1223;SPC PA S     -   112,940.      433,840.      MT  (+/- 180 meters Scaled)
 KX1223
 KX1223                          SUPERSEDED SURVEY CONTROL
 KX1223
 KX1223  NGVD 29 (??/??/92)  280.589  (m)          920.57   (f) ADJ UNCH    1 1
 KX1223
 KX1223.Superseded values are not recommended for survey control.
 KX1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1223.See file dsdata.txt to determine how the superseded data were derived.
 KX1223
 KX1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE099656(NAD 83)
 KX1223_MARKER: DB = BENCH MARK DISK
 KX1223_SETTING: 66 = SET IN ROCK OUTCROP
 KX1223_SP_SET: ROCK LEDGE
 KX1223_STAMPING: K 342 1966
 KX1223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX1223+STABILITY: POSITION/ELEVATION WELL
 KX1223
 KX1223  HISTORY     - Date     Condition        Report By
 KX1223  HISTORY     - 1966     MONUMENTED       CGS
 KX1223
 KX1223                          STATION DESCRIPTION
 KX1223
 KX1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX1223'5 MI W FROM JEANNETTE.
 KX1223'ABOUT 5.0 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1223'STATION AT JEANNETTE, ABOUT 0.3 MILE SOUTHEAST OF THE RAILROAD
 KX1223'OVERPASS OVER MAIN STREET AT IRWIN, ABOUT 0.4 MILE NORTHWEST
 KX1223'OF MILEPOST NO. 331, ABOUT 0.1 MILE NORTHWEST OF A BLACKTOP ROAD
 KX1223'OVERPASS OVER THE TRACKS, SET IN THE TOP OF A THREE CORNED LEDGE
 KX1223'THAT IS ABOUT 6 FEET LONG 2 1/2 FEET HIGH AT THE BASE OF A ROCK
 KX1223'CUT THAT IS ABOUT 0.2 MILE LONG AND 25 FEET HIGH, 14 FEET NORTHEAST
 KX1223'OF THE NORTHEAST RAIL OF THE NORTHEAST ONE OF 4 TRACKS, 2 FEET
 KX1223'NORTH OF THE SOUTH CORNER OF THE ROCK AND ABOUT LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0405 ***********************************************************************
 KY0405  DESIGNATION -  K 343
 KY0405  PID         -  KY0405
 KY0405  STATE/COUNTY-  PA/ALLEGHENY
 KY0405  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0405
 KY0405                         *CURRENT SURVEY CONTROL
 KY0405  ___________________________________________________________________
 KY0405* NAD 83(1986)-  40 26 27.     (N)    080 01 03.     (W)     SCALED    
 KY0405* NAVD 88     -       235.711  (meters)     773.33   (feet)  ADJUSTED  
 KY0405  ___________________________________________________________________
 KY0405  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KY0405  DYNAMIC HT  -         235.590 (meters)     772.93  (feet)  COMP
 KY0405  MODELED GRAV-     980,105.5   (mgal)                       NAVD 88
 KY0405
 KY0405  VERT ORDER  -  FIRST     CLASS I
 KY0405
 KY0405.The horizontal coordinates were scaled from a topographic map and have
 KY0405.an estimated accuracy of +/- 6 seconds.
 KY0405
 KY0405.The orthometric height was determined by differential leveling
 KY0405.and adjusted by the National Geodetic Survey in June 1991..
 KY0405
 KY0405.The geoid height was determined by GEOID03.
 KY0405
 KY0405.The dynamic height is computed by dividing the NAVD 88
 KY0405.geopotential number by the normal gravity value computed on the
 KY0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0405.degrees latitude (g = 980.6199 gals.).
 KY0405
 KY0405.The modeled gravity was interpolated from observed gravity values.
 KY0405
 KY0405;                    North         East    Units  Estimated Accuracy
 KY0405;SPC PA S     -   125,440.      407,650.      MT  (+/- 180 meters Scaled)
 KY0405
 KY0405                          SUPERSEDED SURVEY CONTROL
 KY0405
 KY0405  NGVD 29 (??/??/92)  235.866  (m)          773.84   (f) ADJ UNCH    1 1
 KY0405
 KY0405.Superseded values are not recommended for survey control.
 KY0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0405.See file dsdata.txt to determine how the superseded data were derived.
 KY0405
 KY0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE833771(NAD 83)
 KY0405_MARKER: DB = BENCH MARK DISK
 KY0405_SETTING: 66 = SET IN ROCK OUTCROP
 KY0405_SP_SET: ROCK OUTCROP
 KY0405_STAMPING: K 343 1966
 KY0405_MARK LOGO: CGS   
 KY0405_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KY0405_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY0405+STABILITY: POSITION/ELEVATION WELL
 KY0405
 KY0405  HISTORY     - Date     Condition        Report By
 KY0405  HISTORY     - 1966     MONUMENTED       CGS
 KY0405  HISTORY     - 19890701 GOOD             HARTMN
 KY0405
 KY0405                          STATION DESCRIPTION
 KY0405
 KY0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KY0405'AT PITTSBURGH.
 KY0405'ABOUT 0.2 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE FORT
 KY0405'PITT BRIDGE, ABOUT 6 RAILS WEST OF THE WEST EDGE OF THE INCLINE
 KY0405'TRACKS UP THE MOUNTAIN DIRECTLY ACROSS THE TRACKS FROM THE
 KY0405'JESSE C. STEWART CO. RED LETTER FEEDS MILL, ON THE EAST SIDE OF A
 KY0405'RAVINE, SET VERTICALLY IN THE NORTH FACE AT THE EAST END OF A
 KY0405'ROCK THAT IS ABOUT 35 FEET LONG AND 4 FEET HIGH AND IS AT THE
 KY0405'BASE OF THE MOUNTAIN, 15 FEET SOUTH OF THE SOUTH RAIL OF THE
 KY0405'SOUTH ONE OF 4 TRACKS, 1 FOOT WEST OF THE EAST END OF THE ROCK,
 KY0405'1 FOOT ABOVE THE GROUND AND 1 1/2 FEET ABOVE TRACKS.
 KY0405
 KY0405                          STATION RECOVERY (1989)
 KY0405
 KY0405'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1989
 KY0405'ON THE LEFT BANK OF THE OHIO RIVER AT MILE 0.2, ABOUT 0.3 MI (0.5 KM)
 KY0405'NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE FORT PITT BRIDGE
 KY0405'AT PITTSBURGH.  ABOUT 200 FT (61.0 MT) NORTHWEST OF THE NORTHWEST
 KY0405'EDGE OF THE DUQUESENE INCLINE, DIRECTLY ACROSS THE TRACKS FROM A
 KY0405'FORMER FEED MILL BUILDING, ON THE SOUTHEAST SIDE OF A SMALL RAVINE, A
 KY0405'STANDARD USCGS DISK SET VERTICALLY IN THE NORTHEAST FACE AT THE
 KY0405'SOUTHEAST END OF A ROCK THAT IS ABOUT 35 FT (10.7 MT) LONG AND 4 FT
 KY0405'(1.2 MT) HIGH, AND IS AT THE BASE OF THE HILLSIDE.  THE DISK IS ABOUT
 KY0405'25 FT (7.6 MT)  SOUTHWEST OF THE MOST SOUTHWESTERLY RAIL OF THE
 KY0405'TRACKS AND ABOUT LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0042 ***********************************************************************
 KX0042  DESIGNATION -  K 344
 KX0042  PID         -  KX0042
 KX0042  STATE/COUNTY-  PA/BLAIR
 KX0042  USGS QUAD   -  TIPTON (1988)
 KX0042
 KX0042                         *CURRENT SURVEY CONTROL
 KX0042  ___________________________________________________________________
 KX0042* NAD 83(1986)-  40 37 40.     (N)    078 18 12.     (W)     SCALED    
 KX0042* NAVD 88     -       293.614  (meters)     963.30   (feet)  ADJUSTED  
 KX0042  ___________________________________________________________________
 KX0042  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 KX0042  DYNAMIC HT  -         293.462 (meters)     962.80  (feet)  COMP
 KX0042  MODELED GRAV-     980,101.5   (mgal)                       NAVD 88
 KX0042
 KX0042  VERT ORDER  -  FIRST     CLASS I
 KX0042
 KX0042.The horizontal coordinates were scaled from a topographic map and have
 KX0042.an estimated accuracy of +/- 6 seconds.
 KX0042
 KX0042.The orthometric height was determined by differential leveling
 KX0042.and adjusted by the National Geodetic Survey in June 1991..
 KX0042
 KX0042.The geoid height was determined by GEOID03.
 KX0042
 KX0042.The dynamic height is computed by dividing the NAVD 88
 KX0042.geopotential number by the normal gravity value computed on the
 KX0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0042.degrees latitude (g = 980.6199 gals.).
 KX0042
 KX0042.The modeled gravity was interpolated from observed gravity values.
 KX0042
 KX0042;                    North         East    Units  Estimated Accuracy
 KX0042;SPC PA S     -   143,880.      553,190.      MT  (+/- 180 meters Scaled)
 KX0042
 KX0042                          SUPERSEDED SURVEY CONTROL
 KX0042
 KX0042  NGVD 29 (??/??/92)  293.780  (m)          963.84   (f) ADJ UNCH    1 1
 KX0042
 KX0042.Superseded values are not recommended for survey control.
 KX0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0042.See file dsdata.txt to determine how the superseded data were derived.
 KX0042
 KX0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF280009(NAD 83)
 KX0042_MARKER: DB = BENCH MARK DISK
 KX0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0042_STAMPING: K 344 1966
 KX0042_MARK LOGO: CGS   
 KX0042_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KX0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0042+STABILITY: SURFACE MOTION
 KX0042
 KX0042  HISTORY     - Date     Condition        Report By
 KX0042  HISTORY     - 1966     MONUMENTED       CGS
 KX0042  HISTORY     - 1987     GOOD             PADT
 KX0042
 KX0042                          STATION DESCRIPTION
 KX0042
 KX0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0042'4.6 MI SW FROM TYRONE.
 KX0042'ABOUT 4.35 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX0042'THE STATION AT TYRONE, THENCE 0.3 MILE SOUTH ACROSS PETERSON
 KX0042'MEMORIAL AIRFIELD, 106.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 KX0042'OF THE SOUTH ONE OF TWO HANGARS, ABOUT 280 FEET WEST OF THE
 KX0042'CENTER OF THE ENTRANCE TO AIRFIELD (UNDER CONSTRUCTION IN 1966),
 KX0042'24 FEET EAST OF THE CENTER LINE OF BLACK TOPPED ROAD ALONG THE
 KX0042'SOUTH SIDE OF THE AIRFIELD, 3 FEET NORTH OF A POWER LINE
 KX0042'POLE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 KX0042'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 KX0042
 KX0042                          STATION RECOVERY (1987)
 KX0042
 KX0042'RECOVERY NOTE BY PA DEPT OF TRANSP 1987 (EEB)
 KX0042'0.16 KM (0.10 MI) SOUTH ALONG PENNSYLVANIA AVENUE FROM THE POST OFFICE
 KX0042'IN TYRONE, THEN 0.24 KM (0.15 MI) WEST ALONG TENTH STREET, THENCE 6.6
 KX0042'KM (4.10 MI) SOUTH ALONG WASHINGTON AVENUE, BUSINESS U.S. HIGHWAY 220,
 KX0042'TO A WYE ROAD RIGHT, THEN 0.8 KM (0.50 MI) SOUTHWEST ON PETERSON
 KX0042'INDUSTRIAL PARK ROAD TO THE INDUSTRIAL PARK ENTRANCE, SET IN A 0.30 M
 KX0042'(1.0 FT) IN DIAMETER CONCRETE POST 75 M (246.1 FT) WEST OF THE
 KX0042'INDUSTRIAL PARK SIGN, 32.5 M (106.6 FT) SOUTHWEST OF THE SOUTHWEST
 KX0042'CORNER OF THE BESTEEL COMPANY BUILDING, 1.68 M (5.5 FT) NORTH OF A SIX
 KX0042'FOOT WIRE FENCE AND 0.9 M (3.0 FT) NORTH OF POWER POLE NUMBER 8 AND
 KX0042'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0412 ***********************************************************************
 KX0412  DESIGNATION -  K 345
 KX0412  PID         -  KX0412
 KX0412  STATE/COUNTY-  PA/CAMBRIA
 KX0412  USGS QUAD   -  CRESSON (1984)
 KX0412
 KX0412                         *CURRENT SURVEY CONTROL
 KX0412  ___________________________________________________________________
 KX0412* NAD 83(1986)-  40 28 29.     (N)    078 34 54.     (W)     SCALED    
 KX0412* NAVD 88     -       635.951  (meters)    2086.45   (feet)  ADJUSTED  
 KX0412  ___________________________________________________________________
 KX0412  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KX0412  DYNAMIC HT  -         635.592 (meters)    2085.27  (feet)  COMP
 KX0412  MODELED GRAV-     980,038.9   (mgal)                       NAVD 88
 KX0412
 KX0412  VERT ORDER  -  FIRST     CLASS I
 KX0412
 KX0412.The horizontal coordinates were scaled from a topographic map and have
 KX0412.an estimated accuracy of +/- 6 seconds.
 KX0412
 KX0412.The orthometric height was determined by differential leveling
 KX0412.and adjusted by the National Geodetic Survey in June 1991..
 KX0412
 KX0412.The geoid height was determined by GEOID03.
 KX0412
 KX0412.The dynamic height is computed by dividing the NAVD 88
 KX0412.geopotential number by the normal gravity value computed on the
 KX0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0412.degrees latitude (g = 980.6199 gals.).
 KX0412
 KX0412.The modeled gravity was interpolated from observed gravity values.
 KX0412
 KX0412;                    North         East    Units  Estimated Accuracy
 KX0412;SPC PA S     -   127,070.      529,480.      MT  (+/- 180 meters Scaled)
 KX0412
 KX0412                          SUPERSEDED SURVEY CONTROL
 KX0412
 KX0412  NGVD 29 (??/??/92)  636.083  (m)         2086.88   (f) ADJ UNCH    1 1
 KX0412
 KX0412.Superseded values are not recommended for survey control.
 KX0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0412.See file dsdata.txt to determine how the superseded data were derived.
 KX0412
 KX0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE050832(NAD 83)
 KX0412_MARKER: DB = BENCH MARK DISK
 KX0412_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KX0412_SP_SET: 17 FEET
 KX0412_STAMPING: K 345 1966
 KX0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0412
 KX0412  HISTORY     - Date     Condition        Report By
 KX0412  HISTORY     - 1966     MONUMENTED       CGS
 KX0412
 KX0412                          STATION DESCRIPTION
 KX0412
 KX0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0412'1.2 MI NE FROM CRESSON.
 KX0412'ABOUT 1.2 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX0412'THE U.S. HIGHWAY 22 OVERPASS, 0.55 MILE SOUTHWEST OF STATE HIGHWAY
 KX0412'53 OVERPASS, 53.7 FEET NORTHWEST OF THE NORTHWEST RAIL, 48 FEET
 KX0412'NORTH OF MILEPOST 250, 2 1/2 FEET NORTHEAST OF A POWER LINE POLE,
 KX0412'1.5 FEET SOUTHWEST OF A METAL WITNESS POST, AND IS A DISK ON THE
 KX0412'TOP OF A COPPER COATED STEEL ROD PROJECTING 2 INCHES ABOVE THE
 KX0412'LEVEL OF THE GROUND AND PROTECTED BY A 6 INCH IRON PIPE WHICH
 KX0412'PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS
 KX0412'DRIVEN TO REFUSAL AT A DEPTH OF 17 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0483 ***********************************************************************
 KX0483  DESIGNATION -  K 346
 KX0483  PID         -  KX0483
 KX0483  STATE/COUNTY-  PA/CAMBRIA
 KX0483  USGS QUAD   -  JOHNSTOWN (1981)
 KX0483
 KX0483                         *CURRENT SURVEY CONTROL
 KX0483  ___________________________________________________________________
 KX0483* NAD 83(1986)-  40 18 51.     (N)    078 54 47.     (W)     SCALED    
 KX0483* NAVD 88     -       359.171  (meters)    1178.38   (feet)  ADJUSTED  
 KX0483  ___________________________________________________________________
 KX0483  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 KX0483  DYNAMIC HT  -         358.978 (meters)    1177.75  (feet)  COMP
 KX0483  MODELED GRAV-     980,076.9   (mgal)                       NAVD 88
 KX0483
 KX0483  VERT ORDER  -  FIRST     CLASS I
 KX0483
 KX0483.The horizontal coordinates were scaled from a topographic map and have
 KX0483.an estimated accuracy of +/- 6 seconds.
 KX0483
 KX0483.The orthometric height was determined by differential leveling
 KX0483.and adjusted by the National Geodetic Survey in June 1991..
 KX0483
 KX0483.The geoid height was determined by GEOID03.
 KX0483
 KX0483.The dynamic height is computed by dividing the NAVD 88
 KX0483.geopotential number by the normal gravity value computed on the
 KX0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0483.degrees latitude (g = 980.6199 gals.).
 KX0483
 KX0483.The modeled gravity was interpolated from observed gravity values.
 KX0483
 KX0483;                    North         East    Units  Estimated Accuracy
 KX0483;SPC PA S     -   109,560.      501,150.      MT  (+/- 180 meters Scaled)
 KX0483
 KX0483                          SUPERSEDED SURVEY CONTROL
 KX0483
 KX0483  NGVD 29 (??/??/92)  359.343  (m)         1178.94   (f) ADJ UNCH    1 1
 KX0483
 KX0483.Superseded values are not recommended for survey control.
 KX0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0483.See file dsdata.txt to determine how the superseded data were derived.
 KX0483
 KX0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE773647(NAD 83)
 KX0483_MARKER: DD = SURVEY DISK
 KX0483_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0483_SP_SET: BRIDGE
 KX0483_STAMPING: K 346
 KX0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0483
 KX0483  HISTORY     - Date     Condition        Report By
 KX0483  HISTORY     - UNK      MONUMENTED       PADT
 KX0483  HISTORY     - 1966     GOOD             NGS
 KX0483
 KX0483                          STATION DESCRIPTION
 KX0483
 KX0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0483'AT JOHNSTOWN.
 KX0483'AT JOHNSTOWN, ABOUT 1.3 MILE SOUTH ALONG THE BALTIMORE AND
 KX0483'OHIO RAILROAD FROM THE PENNSYLVANIA RAILROAD STATION AT
 KX0483'JOHNSTOWN, NEAR THE INTERSECTION OF HICKORY AND BAUMER
 KX0483'STREET, 345 FEET WEST ALONG HICKORY STREET FROM THE WEST
 KX0483'RAIL OF MAIN TRACK OF THE BALTIMORE AND OHIO RAILROAD, SET
 KX0483'ON THE TOP OF THE NORTH CONCRETE WING WALL AND AT THE EAST
 KX0483'END OF THE HICKORY STREET BRIDGE OVER STONY CREEK, 18.5 FEET
 KX0483'WEST OF THE WEST CURB OF BAUMER STREET, 11.4 FEET NORTH OF THE
 KX0483'NORTH CURB OF HICKORY STREET, ABOUT LEVEL WITH HICKORY STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0065 ***********************************************************************
 KY0065  DESIGNATION -  K 347
 KY0065  PID         -  KY0065
 KY0065  STATE/COUNTY-  PA/BEAVER
 KY0065  USGS QUAD   -  BEAVER FALLS (1990)
 KY0065
 KY0065                         *CURRENT SURVEY CONTROL
 KY0065  ___________________________________________________________________
 KY0065* NAD 83(1986)-  40 46 41.     (N)    080 19 48.     (W)     SCALED    
 KY0065* NAVD 88     -       267.423  (meters)     877.37   (feet)  ADJUSTED  
 KY0065  ___________________________________________________________________
 KY0065  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 KY0065  DYNAMIC HT  -         267.289 (meters)     876.93  (feet)  COMP
 KY0065  MODELED GRAV-     980,115.1   (mgal)                       NAVD 88
 KY0065
 KY0065  VERT ORDER  -  FIRST     CLASS I
 KY0065
 KY0065.The horizontal coordinates were scaled from a topographic map and have
 KY0065.an estimated accuracy of +/- 6 seconds.
 KY0065
 KY0065.The orthometric height was determined by differential leveling
 KY0065.and adjusted by the National Geodetic Survey in June 1991..
 KY0065
 KY0065.The geoid height was determined by GEOID03.
 KY0065
 KY0065.The dynamic height is computed by dividing the NAVD 88
 KY0065.geopotential number by the normal gravity value computed on the
 KY0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0065.degrees latitude (g = 980.6199 gals.).
 KY0065
 KY0065.The modeled gravity was interpolated from observed gravity values.
 KY0065
 KY0065;                    North         East    Units  Estimated Accuracy
 KY0065;SPC PA S     -   163,600.      382,240.      MT  (+/- 180 meters Scaled)
 KY0065
 KY0065                          SUPERSEDED SURVEY CONTROL
 KY0065
 KY0065  NGVD 29 (??/??/92)  267.544  (m)          877.77   (f) ADJ UNCH    1 1
 KY0065
 KY0065.Superseded values are not recommended for survey control.
 KY0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0065.See file dsdata.txt to determine how the superseded data were derived.
 KY0065
 KY0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF565143(NAD 83)
 KY0065_MARKER: DB = BENCH MARK DISK
 KY0065_SETTING: 66 = SET IN ROCK OUTCROP
 KY0065_SP_SET: ROCK LEDGE
 KY0065_STAMPING: K 347 1966
 KY0065_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY0065+STABILITY: POSITION/ELEVATION WELL
 KY0065
 KY0065  HISTORY     - Date     Condition        Report By
 KY0065  HISTORY     - 1966     MONUMENTED       CGS
 KY0065
 KY0065                          STATION DESCRIPTION
 KY0065
 KY0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KY0065'1.9 MI N FROM BEAVER FALLS.
 KY0065'ABOUT 1.9 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY0065'STATION AT BEAVER FALLS, ABOUT 0.1 MILE NORTH OF MILEPOST 32,
 KY0065'NEAR THE 37TH STREET OVERPASS, IN THE TOP OF THE SOUTHWEST
 KY0065'CORNER OF A NARROW LEDGE ALONG THE BASE OF A ROCK CUT THAT IS
 KY0065'ABOUT 75 FEET LONG, 43.3 FEET NORTH OF BENCH MARK T 199 DESCRIBED,
 KY0065'11.5 FEET EAST OF THE EASTERNMOST RAIL, AND ABOUT 1 FOOT BELOW
 KY0065'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1583 ***********************************************************************
 MA1583  DESIGNATION -  K 348
 MA1583  PID         -  MA1583
 MA1583  STATE/COUNTY-  PA/CRAWFORD
 MA1583  USGS QUAD   -  SUGAR LAKE (1969)
 MA1583
 MA1583                         *CURRENT SURVEY CONTROL
 MA1583  ___________________________________________________________________
 MA1583* NAD 83(1986)-  41 34 57.     (N)    079 57 30.     (W)     SCALED    
 MA1583* NAVD 88     -       433.344  (meters)    1421.73   (feet)  ADJUSTED  
 MA1583  ___________________________________________________________________
 MA1583  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 MA1583  DYNAMIC HT  -         433.161 (meters)    1421.13  (feet)  COMP
 MA1583  MODELED GRAV-     980,186.8   (mgal)                       NAVD 88
 MA1583
 MA1583  VERT ORDER  -  SECOND    CLASS 0
 MA1583
 MA1583.The horizontal coordinates were scaled from a topographic map and have
 MA1583.an estimated accuracy of +/- 6 seconds.
 MA1583
 MA1583.The orthometric height was determined by differential leveling
 MA1583.and adjusted by the National Geodetic Survey in June 1991..
 MA1583
 MA1583.The geoid height was determined by GEOID03.
 MA1583
 MA1583.The dynamic height is computed by dividing the NAVD 88
 MA1583.geopotential number by the normal gravity value computed on the
 MA1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1583.degrees latitude (g = 980.6199 gals.).
 MA1583
 MA1583.The modeled gravity was interpolated from observed gravity values.
 MA1583
 MA1583;                    North         East    Units  Estimated Accuracy
 MA1583;SPC PA N     -   159,580.      415,870.      MT  (+/- 180 meters Scaled)
 MA1583
 MA1583                          SUPERSEDED SURVEY CONTROL
 MA1583
 MA1583  NGVD 29 (??/??/92)  433.517  (m)         1422.30   (f) ADJ UNCH    2 0
 MA1583
 MA1583.Superseded values are not recommended for survey control.
 MA1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1583.See file dsdata.txt to determine how the superseded data were derived.
 MA1583
 MA1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG868039(NAD 83)
 MA1583_MARKER: DB = BENCH MARK DISK
 MA1583_SETTING: 0 = UNSPECIFIED SETTING
 MA1583_STAMPING: K 348 1967
 MA1583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1583
 MA1583  HISTORY     - Date     Condition        Report By
 MA1583  HISTORY     - 1967     MONUMENTED       CGS
 MA1583
 MA1583                          STATION DESCRIPTION
 MA1583
 MA1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MA1583'7.1 MI N FROM COCHRANTON.
 MA1583'7.1 MILES NORTH ALONG STATE HIGHWAY 173 FROM THE POST OFFICE
 MA1583'IN COCHRANTON, 0.8 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY
 MA1583'27, 75 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A GREEN HOUSE,
 MA1583'18 FEET WEST OF THE CENTERLINE OF HIGHWAY, 29 FEET SOUTH OF THE
 MA1583'APPROXIMATE CENTER OF A DRIVEWAY, 2.3 FEET NORTH OF THE TELEPHONE
 MA1583'POLE NO. 26 AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0914 ***********************************************************************
 MA0914  DESIGNATION -  K 349
 MA0914  PID         -  MA0914
 MA0914  STATE/COUNTY-  PA/WARREN
 MA0914  USGS QUAD   -  LOTTSVILLE (1977)
 MA0914
 MA0914                         *CURRENT SURVEY CONTROL
 MA0914  ___________________________________________________________________
 MA0914* NAD 83(1986)-  41 54 27.     (N)    079 25 52.     (W)     SCALED    
 MA0914* NAVD 88     -       408.228  (meters)    1339.33   (feet)  ADJUSTED  
 MA0914  ___________________________________________________________________
 MA0914  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 MA0914  DYNAMIC HT  -         408.064 (meters)    1338.79  (feet)  COMP
 MA0914  MODELED GRAV-     980,208.8   (mgal)                       NAVD 88
 MA0914
 MA0914  VERT ORDER  -  SECOND    CLASS 0
 MA0914
 MA0914.The horizontal coordinates were scaled from a topographic map and have
 MA0914.an estimated accuracy of +/- 6 seconds.
 MA0914
 MA0914.The orthometric height was determined by differential leveling
 MA0914.and adjusted by the National Geodetic Survey in June 1991..
 MA0914
 MA0914.The geoid height was determined by GEOID03.
 MA0914
 MA0914.The dynamic height is computed by dividing the NAVD 88
 MA0914.geopotential number by the normal gravity value computed on the
 MA0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0914.degrees latitude (g = 980.6199 gals.).
 MA0914
 MA0914.The modeled gravity was interpolated from observed gravity values.
 MA0914
 MA0914;                    North         East    Units  Estimated Accuracy
 MA0914;SPC PA N     -   194,690.      460,530.      MT  (+/- 180 meters Scaled)
 MA0914
 MA0914                          SUPERSEDED SURVEY CONTROL
 MA0914
 MA0914  NGVD 29 (??/??/92)  408.389  (m)         1339.86   (f) ADJ UNCH    2 0
 MA0914
 MA0914.Superseded values are not recommended for survey control.
 MA0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0914.See file dsdata.txt to determine how the superseded data were derived.
 MA0914
 MA0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG301406(NAD 83)
 MA0914_MARKER: DB = BENCH MARK DISK
 MA0914_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0914_SP_SET: BRIDGE
 MA0914_STAMPING: K 349 1967
 MA0914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0914
 MA0914  HISTORY     - Date     Condition        Report By
 MA0914  HISTORY     - 1967     MONUMENTED       CGS
 MA0914  HISTORY     - 1968     GOOD             NGS
 MA0914  HISTORY     - 19980923 GOOD             USPSQD
 MA0914
 MA0914                          STATION DESCRIPTION
 MA0914
 MA0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MA0914'6 MI NW FROM PITTSFIELD.
 MA0914'6.0 MILES NORTHWEST ALONG THE U.S. HIGHWAY 6 FROM ITS JUNCTION
 MA0914'WITH STATE HIGHWAY 27 IN PITTSFIELD, SET IN THE TOP OF THE
 MA0914'SOUTHWEST HEADWALL OF A BRIDGE, 59 FEET NORTHWEST OF THE
 MA0914'APPROXIMATE CENTER OF A DRIVEWAY, 20 FEET SOUTHWEST OF THE
 MA0914'CENTERLINE OF HIGHWAY, 2.0 FEET SOUTHEAST OF THE NORTHWEST END
 MA0914'OF HEADWALL, AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 MA0914
 MA0914                          STATION RECOVERY (1998)
 MA0914
 MA0914'RECOVERY NOTE BY US POWER SQUADRON 1998
 MA0914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1452 ***********************************************************************
 LZ1452  DESIGNATION -  K 35
 LZ1452  PID         -  LZ1452
 LZ1452  STATE/COUNTY-  PA/POTTER
 LZ1452  USGS QUAD   -  BROOKLAND (1983)
 LZ1452
 LZ1452                         *CURRENT SURVEY CONTROL
 LZ1452  ___________________________________________________________________
 LZ1452* NAD 83(1986)-  41 48 08.     (N)    077 46 19.     (W)     SCALED    
 LZ1452* NAVD 88     -       494.834  (meters)    1623.47   (feet)  ADJUSTED  
 LZ1452  ___________________________________________________________________
 LZ1452  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 LZ1452  DYNAMIC HT  -         494.627 (meters)    1622.79  (feet)  COMP
 LZ1452  MODELED GRAV-     980,187.9   (mgal)                       NAVD 88
 LZ1452
 LZ1452  VERT ORDER  -  SECOND    CLASS 0
 LZ1452
 LZ1452.The horizontal coordinates were scaled from a topographic map and have
 LZ1452.an estimated accuracy of +/- 6 seconds.
 LZ1452
 LZ1452.The orthometric height was determined by differential leveling
 LZ1452.and adjusted by the National Geodetic Survey in June 1991..
 LZ1452
 LZ1452.The geoid height was determined by GEOID03.
 LZ1452
 LZ1452.The dynamic height is computed by dividing the NAVD 88
 LZ1452.geopotential number by the normal gravity value computed on the
 LZ1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1452.degrees latitude (g = 980.6199 gals.).
 LZ1452
 LZ1452.The modeled gravity was interpolated from observed gravity values.
 LZ1452
 LZ1452;                    North         East    Units  Estimated Accuracy
 LZ1452;SPC PA N     -   181,640.      598,180.      MT  (+/- 180 meters Scaled)
 LZ1452
 LZ1452                          SUPERSEDED SURVEY CONTROL
 LZ1452
 LZ1452  NGVD 29 (??/??/92)  494.968  (m)         1623.91   (f) ADJ UNCH    2 0
 LZ1452
 LZ1452.Superseded values are not recommended for survey control.
 LZ1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1452.See file dsdata.txt to determine how the superseded data were derived.
 LZ1452
 LZ1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM697315(NAD 83)
 LZ1452_MARKER: DB = BENCH MARK DISK
 LZ1452_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1452_SP_SET: ABUTMENT
 LZ1452_STAMPING: K 35 1934
 LZ1452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1452
 LZ1452  HISTORY     - Date     Condition        Report By
 LZ1452  HISTORY     - 1934     MONUMENTED       CGS
 LZ1452
 LZ1452                          STATION DESCRIPTION
 LZ1452
 LZ1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1452'8.5 MI N FROM GALETON.
 LZ1452'8.5 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 LZ1452'GALETON, POTTER COUNTY, ABOUT 2,800 FEET NORTH OF MILEPOST 8,
 LZ1452'AT 60-FOOT SPAN PLATE GIRDER BRIDGE W 8/15, IN THE EAST END OF THE
 LZ1452'SOUTH ABUTMENT, 9 FEET EAST OF THE EAST RAIL, AND ABOUT 3 FEET
 LZ1452'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED K 35
 LZ1452'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0679 ***********************************************************************
 MA0679  DESIGNATION -  K 350
 MA0679  PID         -  MA0679
 MA0679  STATE/COUNTY-  PA/MCKEAN
 MA0679  USGS QUAD   -  LUDLOW (1981)
 MA0679
 MA0679                         *CURRENT SURVEY CONTROL
 MA0679  ___________________________________________________________________
 MA0679* NAD 83(1986)-  41 42 40.     (N)    078 54 36.     (W)     SCALED    
 MA0679* NAVD 88     -       505.338  (meters)    1657.93   (feet)  ADJUSTED  
 MA0679  ___________________________________________________________________
 MA0679  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 MA0679  DYNAMIC HT  -         505.125 (meters)    1657.23  (feet)  COMP
 MA0679  MODELED GRAV-     980,185.3   (mgal)                       NAVD 88
 MA0679
 MA0679  VERT ORDER  -  SECOND    CLASS 0
 MA0679
 MA0679.The horizontal coordinates were scaled from a topographic map and have
 MA0679.an estimated accuracy of +/- 6 seconds.
 MA0679
 MA0679.The orthometric height was determined by differential leveling
 MA0679.and adjusted by the National Geodetic Survey in June 1991..
 MA0679
 MA0679.The geoid height was determined by GEOID03.
 MA0679
 MA0679.The dynamic height is computed by dividing the NAVD 88
 MA0679.geopotential number by the normal gravity value computed on the
 MA0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0679.degrees latitude (g = 980.6199 gals.).
 MA0679
 MA0679.The modeled gravity was interpolated from observed gravity values.
 MA0679
 MA0679;                    North         East    Units  Estimated Accuracy
 MA0679;SPC PA N     -   172,170.      503,470.      MT  (+/- 180 meters Scaled)
 MA0679
 MA0679                          SUPERSEDED SURVEY CONTROL
 MA0679
 MA0679  NGVD 29 (??/??/92)  505.464  (m)         1658.34   (f) ADJ UNCH    2 0
 MA0679
 MA0679.Superseded values are not recommended for survey control.
 MA0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0679.See file dsdata.txt to determine how the superseded data were derived.
 MA0679
 MA0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG738198(NAD 83)
 MA0679_MARKER: DB = BENCH MARK DISK
 MA0679_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0679_SP_SET: CATCH BASIN
 MA0679_STAMPING: K 350 1968
 MA0679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0679
 MA0679  HISTORY     - Date     Condition        Report By
 MA0679  HISTORY     - 1968     MONUMENTED       CGS
 MA0679  HISTORY     - 20010625 MARK NOT FOUND   USPSQD
 MA0679  HISTORY     - 20040710 MARK NOT FOUND   USPSQD
 MA0679
 MA0679                          STATION DESCRIPTION
 MA0679
 MA0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MA0679'2 MI E FROM LUDLOW.
 MA0679'ABOUT 2.0 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE
 MA0679'IN LUDLOW, SET IN THE TOP OF THE APPROXIMATE CENTER OF THE
 MA0679'BACKWALL OF A CATCH BASIN, 18.5 NORTHWEST OF THE CENTERLINE
 MA0679'OF THE HIGHWAY, AND IS ABOUT LEVEL WITH THE HIGHWAY.
 MA0679
 MA0679                          STATION RECOVERY (2001)
 MA0679
 MA0679'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA0679'NEW CATCH BASIN, DISK MISSING.
 MA0679
 MA0679                          STATION RECOVERY (2004)
 MA0679
 MA0679'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 MA0679'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1491 ***********************************************************************
 LZ1491  DESIGNATION -  K 351
 LZ1491  PID         -  LZ1491
 LZ1491  STATE/COUNTY-  PA/POTTER
 LZ1491  USGS QUAD   -  BROOKLAND (1983)
 LZ1491
 LZ1491                         *CURRENT SURVEY CONTROL
 LZ1491  ___________________________________________________________________
 LZ1491* NAD 83(1986)-  41 47 21.     (N)    077 46 46.     (W)     SCALED    
 LZ1491* NAVD 88     -       501.645  (meters)    1645.81   (feet)  ADJUSTED  
 LZ1491  ___________________________________________________________________
 LZ1491  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 LZ1491  DYNAMIC HT  -         501.435 (meters)    1645.12  (feet)  COMP
 LZ1491  MODELED GRAV-     980,188.9   (mgal)                       NAVD 88
 LZ1491
 LZ1491  VERT ORDER  -  SECOND    CLASS 0
 LZ1491
 LZ1491.The horizontal coordinates were scaled from a topographic map and have
 LZ1491.an estimated accuracy of +/- 6 seconds.
 LZ1491
 LZ1491.The orthometric height was determined by differential leveling
 LZ1491.and adjusted by the National Geodetic Survey in June 1991..
 LZ1491
 LZ1491.The geoid height was determined by GEOID03.
 LZ1491
 LZ1491.The dynamic height is computed by dividing the NAVD 88
 LZ1491.geopotential number by the normal gravity value computed on the
 LZ1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1491.degrees latitude (g = 980.6199 gals.).
 LZ1491
 LZ1491.The modeled gravity was interpolated from observed gravity values.
 LZ1491
 LZ1491;                    North         East    Units  Estimated Accuracy
 LZ1491;SPC PA N     -   180,190.      597,550.      MT  (+/- 180 meters Scaled)
 LZ1491
 LZ1491                          SUPERSEDED SURVEY CONTROL
 LZ1491
 LZ1491  NGVD 29 (??/??/92)  501.771  (m)         1646.23   (f) ADJ UNCH    2 0
 LZ1491
 LZ1491.Superseded values are not recommended for survey control.
 LZ1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1491.See file dsdata.txt to determine how the superseded data were derived.
 LZ1491
 LZ1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM690301(NAD 83)
 LZ1491_MARKER: DR = REFERENCE MARK DISK
 LZ1491_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1491_SP_SET: CULVERT
 LZ1491_STAMPING: K 351 1968
 LZ1491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1491
 LZ1491  HISTORY     - Date     Condition        Report By
 LZ1491  HISTORY     - 1968     MONUMENTED       CGS
 LZ1491
 LZ1491                          STATION DESCRIPTION
 LZ1491
 LZ1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ1491'8.6 MI W FROM GALETON.
 LZ1491'8.6 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH STATE
 LZ1491'HIGHWAY 144 IN GALETON, 9.5 MILES EAST OF SWEDEN VALLEY, 35
 LZ1491'FEET SOUTH OF THE CENTERLINE OF HIGHWAY, SET IN THE TOP OF THE
 LZ1491'V OF A L SHAPED HEADWALL OF A CONCRETE CULVERT, 1.0 FOOT EAST
 LZ1491'OF THE WEST END OF THE HEADWALL AND IS ABOUT 5 FEET BELOW THE
 LZ1491'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0072 ***********************************************************************
 MA0072  DESIGNATION -  K 352
 MA0072  PID         -  MA0072
 MA0072  STATE/COUNTY-  PA/POTTER
 MA0072  USGS QUAD   -  ROULETTE (1983)
 MA0072
 MA0072                         *CURRENT SURVEY CONTROL
 MA0072  ___________________________________________________________________
 MA0072* NAD 83(1986)-  41 46 54.     (N)    078 09 53.     (W)     SCALED    
 MA0072* NAVD 88     -       464.507  (meters)    1523.97   (feet)  ADJUSTED  
 MA0072  ___________________________________________________________________
 MA0072  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 MA0072  DYNAMIC HT  -         464.317 (meters)    1523.35  (feet)  COMP
 MA0072  MODELED GRAV-     980,200.9   (mgal)                       NAVD 88
 MA0072
 MA0072  VERT ORDER  -  SECOND    CLASS 0
 MA0072
 MA0072.The horizontal coordinates were scaled from a topographic map and have
 MA0072.an estimated accuracy of +/- 6 seconds.
 MA0072
 MA0072.The orthometric height was determined by differential leveling
 MA0072.and adjusted by the National Geodetic Survey in June 1991..
 MA0072
 MA0072.The geoid height was determined by GEOID03.
 MA0072
 MA0072.The dynamic height is computed by dividing the NAVD 88
 MA0072.geopotential number by the normal gravity value computed on the
 MA0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0072.degrees latitude (g = 980.6199 gals.).
 MA0072
 MA0072.The modeled gravity was interpolated from observed gravity values.
 MA0072
 MA0072;                    North         East    Units  Estimated Accuracy
 MA0072;SPC PA N     -   179,440.      565,520.      MT  (+/- 180 meters Scaled)
 MA0072
 MA0072                          SUPERSEDED SURVEY CONTROL
 MA0072
 MA0072  NGVD 29 (??/??/92)  464.648  (m)         1524.43   (f) ADJ UNCH    2 0
 MA0072
 MA0072.Superseded values are not recommended for survey control.
 MA0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0072.See file dsdata.txt to determine how the superseded data were derived.
 MA0072
 MA0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG356294(NAD 83)
 MA0072_MARKER: DD = SURVEY DISK
 MA0072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0072_SP_SET: BRIDGE
 MA0072_STAMPING: K 352 1968
 MA0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0072+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2005
 MA0072
 MA0072  HISTORY     - Date     Condition        Report By
 MA0072  HISTORY     - 1968     MONUMENTED       PADH
 MA0072  HISTORY     - 1968     GOOD             NGS
 MA0072  HISTORY     - 20030707 GOOD             USPSQD
 MA0072  HISTORY     - 20051121 GOOD             USPSQD
 MA0072
 MA0072                          STATION DESCRIPTION
 MA0072
 MA0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MA0072'0.6 MI W FROM ROULETTE.
 MA0072'AT ROULETTE, ABOUT 0.6 MILE WEST ALONG U.S. HIGHWAY 6 FROM
 MA0072'THE POST OFFICE IN ROULETTE, SET IN THE TOP OF THE NORTHEAST
 MA0072'WINGWALL OF A BRIDGE OVER FISHING CREEK, 12.5 FEET NORTH OF THE
 MA0072'CENTERLINE OF HIGHWAY, AND IS ABOUT 2 FEET BELOW THE LEVEL OF
 MA0072'THE HIGHWAY.
 MA0072
 MA0072                          STATION RECOVERY (2003)
 MA0072
 MA0072'RECOVERY NOTE BY US POWER SQUADRON 2003 (SG)
 MA0072'RECOVERED IN GOOD CONDITION.
 MA0072
 MA0072                          STATION RECOVERY (2005)
 MA0072
 MA0072'RECOVERY NOTE BY US POWER SQUADRON 2005 (SG)
 MA0072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0868 ***********************************************************************
 LZ0868  DESIGNATION -  K 353
 LZ0868  PID         -  LZ0868
 LZ0868  STATE/COUNTY-  PA/TIOGA
 LZ0868  USGS QUAD   -  CROOKED CREEK (1986)
 LZ0868
 LZ0868                         *CURRENT SURVEY CONTROL
 LZ0868  ___________________________________________________________________
 LZ0868* NAD 83(1986)-  41 45 45.     (N)    077 12 53.     (W)     SCALED    
 LZ0868* NAVD 88     -       517.109  (meters)    1696.55   (feet)  ADJUSTED  
 LZ0868  ___________________________________________________________________
 LZ0868  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 LZ0868  DYNAMIC HT  -         516.885 (meters)    1695.81  (feet)  COMP
 LZ0868  MODELED GRAV-     980,173.3   (mgal)                       NAVD 88
 LZ0868
 LZ0868  VERT ORDER  -  SECOND    CLASS 0
 LZ0868
 LZ0868.The horizontal coordinates were scaled from a topographic map and have
 LZ0868.an estimated accuracy of +/- 6 seconds.
 LZ0868
 LZ0868.The orthometric height was determined by differential leveling
 LZ0868.and adjusted by the National Geodetic Survey in June 1991..
 LZ0868
 LZ0868.The geoid height was determined by GEOID03.
 LZ0868
 LZ0868.The dynamic height is computed by dividing the NAVD 88
 LZ0868.geopotential number by the normal gravity value computed on the
 LZ0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0868.degrees latitude (g = 980.6199 gals.).
 LZ0868
 LZ0868.The modeled gravity was interpolated from observed gravity values.
 LZ0868
 LZ0868;                    North         East    Units  Estimated Accuracy
 LZ0868;SPC PA N     -   177,360.      644,510.      MT  (+/- 180 meters Scaled)
 LZ0868
 LZ0868                          SUPERSEDED SURVEY CONTROL
 LZ0868
 LZ0868  NGVD 29 (??/??/92)  517.234  (m)         1696.96   (f) ADJ UNCH    2 0
 LZ0868
 LZ0868.Superseded values are not recommended for survey control.
 LZ0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0868.See file dsdata.txt to determine how the superseded data were derived.
 LZ0868
 LZ0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM158257(NAD 83)
 LZ0868_MARKER: DB = BENCH MARK DISK
 LZ0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0868_STAMPING: K 353 1968
 LZ0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0868+STABILITY: SURFACE MOTION
 LZ0868
 LZ0868  HISTORY     - Date     Condition        Report By
 LZ0868  HISTORY     - 1968     MONUMENTED       CGS
 LZ0868
 LZ0868                          STATION DESCRIPTION
 LZ0868
 LZ0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ0868'5 MI E FROM WELLSBORO.
 LZ0868'ABOUT 5.0 MILES EAST ALONG U.S. HIGHWAY 6 AND STATE HIGHWAY
 LZ0868'660 FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE HIGHWAYS 660
 LZ0868'AND 287 IN WELLSBORO, SET IN THE TOP OF A CONCRETE POST PROJECTING
 LZ0868'4-INCHES, 500 FEET EAST OF THE SENECA DINNER, 39.5 FEET NORTH
 LZ0868'OF THE CENTERLINE OF HIGHWAY, 2.5 FEET SOUTHWEST OF A METAL
 LZ0868'WITNESS SIGN, 2.0 FEET EAST OF TELEPHONE POLE NO. C 202 AND IS
 LZ0868'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0550 ***********************************************************************
 LZ0550  DESIGNATION -  K 354
 LZ0550  PID         -  LZ0550
 LZ0550  STATE/COUNTY-  PA/BRADFORD
 LZ0550  USGS QUAD   -  ROSEVILLE (1969)
 LZ0550
 LZ0550                         *CURRENT SURVEY CONTROL
 LZ0550  ___________________________________________________________________
 LZ0550* NAD 83(1986)-  41 48 26.     (N)    076 53 16.     (W)     SCALED    
 LZ0550* NAVD 88     -       525.772  (meters)    1724.97   (feet)  ADJUSTED  
 LZ0550  ___________________________________________________________________
 LZ0550  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 LZ0550  DYNAMIC HT  -         525.550 (meters)    1724.24  (feet)  COMP
 LZ0550  MODELED GRAV-     980,182.6   (mgal)                       NAVD 88
 LZ0550
 LZ0550  VERT ORDER  -  SECOND    CLASS 0
 LZ0550
 LZ0550.The horizontal coordinates were scaled from a topographic map and have
 LZ0550.an estimated accuracy of +/- 6 seconds.
 LZ0550
 LZ0550.The orthometric height was determined by differential leveling
 LZ0550.and adjusted by the National Geodetic Survey in June 1991..
 LZ0550
 LZ0550.The geoid height was determined by GEOID03.
 LZ0550
 LZ0550.The dynamic height is computed by dividing the NAVD 88
 LZ0550.geopotential number by the normal gravity value computed on the
 LZ0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0550.degrees latitude (g = 980.6199 gals.).
 LZ0550
 LZ0550.The modeled gravity was interpolated from observed gravity values.
 LZ0550
 LZ0550;                    North         East    Units  Estimated Accuracy
 LZ0550;SPC PA N     -   182,550.      671,650.      MT  (+/- 180 meters Scaled)
 LZ0550
 LZ0550                          SUPERSEDED SURVEY CONTROL
 LZ0550
 LZ0550  NGVD 29 (??/??/92)  525.912  (m)         1725.43   (f) ADJ UNCH    2 0
 LZ0550
 LZ0550.Superseded values are not recommended for survey control.
 LZ0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0550.See file dsdata.txt to determine how the superseded data were derived.
 LZ0550
 LZ0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM431300(NAD 83)
 LZ0550_MARKER: DB = BENCH MARK DISK
 LZ0550_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0550_SP_SET: CULVERT
 LZ0550_STAMPING: K 354 1968
 LZ0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0550
 LZ0550  HISTORY     - Date     Condition        Report By
 LZ0550  HISTORY     - 1968     MONUMENTED       CGS
 LZ0550
 LZ0550                          STATION DESCRIPTION
 LZ0550
 LZ0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ0550'5.8 MI W FROM TROY.
 LZ0550'5.75 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE IN
 LZ0550'TROY, SET IN THE TOP OF THE APPROXIMATE CENTER OF THE FRONT WALL
 LZ0550'OF A BOX CULVERT, 0.2 MILE SOUTHEAST OF THE TOP OF ARMENIA
 LZ0550'MOUNTAIN, 18 FEET WEST-SOUTHWEST OF THE CENTERLINE OF HIGHWAY,
 LZ0550'AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1289 ***********************************************************************
 LZ1289  DESIGNATION -  K 355
 LZ1289  PID         -  LZ1289
 LZ1289  STATE/COUNTY-  PA/CLINTON
 LZ1289  USGS QUAD   -  FARRANDSVILLE (1973)
 LZ1289
 LZ1289                         *CURRENT SURVEY CONTROL
 LZ1289  ___________________________________________________________________
 LZ1289* NAD 83(1986)-  41 09 53.     (N)    077 31 56.     (W)     SCALED    
 LZ1289* NAVD 88     -       197.434  (meters)     647.75   (feet)  ADJUSTED  
 LZ1289  ___________________________________________________________________
 LZ1289  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 LZ1289  DYNAMIC HT  -         197.345 (meters)     647.46  (feet)  COMP
 LZ1289  MODELED GRAV-     980,171.2   (mgal)                       NAVD 88
 LZ1289
 LZ1289  VERT ORDER  -  SECOND    CLASS 0
 LZ1289
 LZ1289.The horizontal coordinates were scaled from a topographic map and have
 LZ1289.an estimated accuracy of +/- 6 seconds.
 LZ1289
 LZ1289.The orthometric height was determined by differential leveling
 LZ1289.and adjusted by the National Geodetic Survey in June 1991..
 LZ1289
 LZ1289.The geoid height was determined by GEOID03.
 LZ1289
 LZ1289.The dynamic height is computed by dividing the NAVD 88
 LZ1289.geopotential number by the normal gravity value computed on the
 LZ1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1289.degrees latitude (g = 980.6199 gals.).
 LZ1289
 LZ1289.The modeled gravity was interpolated from observed gravity values.
 LZ1289
 LZ1289;                    North         East    Units  Estimated Accuracy
 LZ1289;SPC PA N     -   110,860.      618,280.      MT  (+/- 180 meters Scaled)
 LZ1289
 LZ1289                          SUPERSEDED SURVEY CONTROL
 LZ1289
 LZ1289  NGVD 29 (??/??/92)  197.632  (m)          648.40   (f) ADJ UNCH    2 0
 LZ1289
 LZ1289.Superseded values are not recommended for survey control.
 LZ1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1289.See file dsdata.txt to determine how the superseded data were derived.
 LZ1289
 LZ1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL875601(NAD 83)
 LZ1289_MARKER: DB = BENCH MARK DISK
 LZ1289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1289_SP_SET: CATCH BASIN WALL
 LZ1289_STAMPING: K 355 1968
 LZ1289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1289
 LZ1289  HISTORY     - Date     Condition        Report By
 LZ1289  HISTORY     - 1968     MONUMENTED       CGS
 LZ1289
 LZ1289                          STATION DESCRIPTION
 LZ1289
 LZ1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ1289'6 MI NW FROM LOCK HAVEN.
 LZ1289'ABOUT 6.0 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE
 LZ1289'POST OFFICE IN LOCK HAVEN, SET IN THE TOP OF THE NORTHWEST
 LZ1289'END OF BACKWALL OF A CATCH BASIN, 20 FEET SOUTHWEST OF THE
 LZ1289'CENTERLINE OF THE HIGHWAY, 0.2 FOOT SOUTHEAST OF THE NORTHWEST
 LZ1289'END OF BACKWALL, AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0085 ***********************************************************************
 LZ0085  DESIGNATION -  K 356
 LZ0085  PID         -  LZ0085
 LZ0085  STATE/COUNTY-  PA/BRADFORD
 LZ0085  USGS QUAD   -  WYALUSING (1969)
 LZ0085
 LZ0085                         *CURRENT SURVEY CONTROL
 LZ0085  ___________________________________________________________________
 LZ0085* NAD 83(1986)-  41 43 45.     (N)    076 17 36.     (W)     SCALED    
 LZ0085* NAVD 88     -       372.390  (meters)    1221.75   (feet)  ADJUSTED  
 LZ0085  ___________________________________________________________________
 LZ0085  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 LZ0085  DYNAMIC HT  -         372.242 (meters)    1221.26  (feet)  COMP
 LZ0085  MODELED GRAV-     980,212.7   (mgal)                       NAVD 88
 LZ0085
 LZ0085  VERT ORDER  -  SECOND    CLASS 0
 LZ0085
 LZ0085.The horizontal coordinates were scaled from a topographic map and have
 LZ0085.an estimated accuracy of +/- 6 seconds.
 LZ0085
 LZ0085.The orthometric height was determined by differential leveling
 LZ0085.and adjusted by the National Geodetic Survey in June 1991..
 LZ0085
 LZ0085.The geoid height was determined by GEOID03.
 LZ0085
 LZ0085.The dynamic height is computed by dividing the NAVD 88
 LZ0085.geopotential number by the normal gravity value computed on the
 LZ0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0085.degrees latitude (g = 980.6199 gals.).
 LZ0085
 LZ0085.The modeled gravity was interpolated from observed gravity values.
 LZ0085
 LZ0085;                    North         East    Units  Estimated Accuracy
 LZ0085;SPC PA N     -   174,540.      721,190.      MT  (+/- 180 meters Scaled)
 LZ0085
 LZ0085                          SUPERSEDED SURVEY CONTROL
 LZ0085
 LZ0085  NGVD 29 (??/??/92)  372.602  (m)         1222.45   (f) ADJ UNCH    2 0
 LZ0085
 LZ0085.Superseded values are not recommended for survey control.
 LZ0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0085.See file dsdata.txt to determine how the superseded data were derived.
 LZ0085
 LZ0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM924205(NAD 83)
 LZ0085_MARKER: DB = BENCH MARK DISK
 LZ0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0085_STAMPING: K 356 1968
 LZ0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0085+STABILITY: SURFACE MOTION
 LZ0085
 LZ0085  HISTORY     - Date     Condition        Report By
 LZ0085  HISTORY     - 1968     MONUMENTED       CGS
 LZ0085
 LZ0085                          STATION DESCRIPTION
 LZ0085
 LZ0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ0085'4.9 MI NW FROM WYALUSING.
 LZ0085'4.9 MILES NORTHWEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH
 LZ0085'U.S. HIGHWAY 106 IN WYALUSING, SET IN THE TOP OF A CONCRETE POST
 LZ0085'PROJECTING 2-INCHES, 62 FEET SOUTHEAST OF THE CENTERLINE OF
 LZ0085'STATE HIGHWAY 409, 25 FEET NORTHEAST OF THE CENTERLINE OF U.S.
 LZ0085'HIGHWAY 6, 2.0 FEET EAST OF TELEPHONE POLE NO. WJ174, 2.0 FEET
 LZ0085'WEST OF A METAL WITNESS SIGN AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0020 ***********************************************************************
 LZ0020  DESIGNATION -  K 357
 LZ0020  PID         -  LZ0020
 LZ0020  STATE/COUNTY-  PA/BRADFORD
 LZ0020  USGS QUAD   -  LACEYVILLE (1998)
 LZ0020
 LZ0020                         *CURRENT SURVEY CONTROL
 LZ0020  ___________________________________________________________________
 LZ0020* NAD 83(1986)-  41 39 26.     (N)    076 14 55.     (W)     SCALED    
 LZ0020* NAVD 88     -       210.669  (meters)     691.17   (feet)  ADJUSTED  
 LZ0020  ___________________________________________________________________
 LZ0020  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 LZ0020  DYNAMIC HT  -         210.586 (meters)     690.90  (feet)  COMP
 LZ0020  MODELED GRAV-     980,222.1   (mgal)                       NAVD 88
 LZ0020
 LZ0020  VERT ORDER  -  SECOND    CLASS 0
 LZ0020
 LZ0020.The horizontal coordinates were scaled from a topographic map and have
 LZ0020.an estimated accuracy of +/- 6 seconds.
 LZ0020
 LZ0020.The orthometric height was determined by differential leveling
 LZ0020.and adjusted by the National Geodetic Survey in June 1991..
 LZ0020
 LZ0020.The geoid height was determined by GEOID03.
 LZ0020
 LZ0020.The dynamic height is computed by dividing the NAVD 88
 LZ0020.geopotential number by the normal gravity value computed on the
 LZ0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0020.degrees latitude (g = 980.6199 gals.).
 LZ0020
 LZ0020.The modeled gravity was interpolated from observed gravity values.
 LZ0020
 LZ0020;                    North         East    Units  Estimated Accuracy
 LZ0020;SPC PA N     -   166,620.      725,050.      MT  (+/- 180 meters Scaled)
 LZ0020
 LZ0020                          SUPERSEDED SURVEY CONTROL
 LZ0020
 LZ0020  NGVD 29 (??/??/92)  210.876  (m)          691.85   (f) ADJ UNCH    2 0
 LZ0020
 LZ0020.Superseded values are not recommended for survey control.
 LZ0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0020.See file dsdata.txt to determine how the superseded data were derived.
 LZ0020
 LZ0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM960124(NAD 83)
 LZ0020_MARKER: DB = BENCH MARK DISK
 LZ0020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0020_SP_SET: CATCH BASIN
 LZ0020_STAMPING: K 357 1968
 LZ0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0020
 LZ0020  HISTORY     - Date     Condition        Report By
 LZ0020  HISTORY     - 1968     MONUMENTED       CGS
 LZ0020
 LZ0020                          STATION DESCRIPTION
 LZ0020
 LZ0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ0020'1.2 MI E FROM WYALUSING.
 LZ0020'1.2 MILES EAST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH U.S.
 LZ0020'HIGHWAY 106 IN WYALUSING, SET IN THE TOP OF THE NORTHWEST END
 LZ0020'OF BACKWALL OF A CATCH BASIN, 130 FEET EAST AND ACROSS HIGHWAY
 LZ0020'FROM A 2 STORY HOUSE, 21 FEET NORTHEAST OF THE CENTERLINE OF THE
 LZ0020'HIGHWAY, AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2440 ***********************************************************************
 KW2440  CBN         -  This is a Cooperative Base Network Control Station.
 KW2440  DESIGNATION -  K 358 PADH
 KW2440  PID         -  KW2440
 KW2440  STATE/COUNTY-  PA/CENTRE
 KW2440  USGS QUAD   -  MINGOVILLE (1983)
 KW2440
 KW2440                         *CURRENT SURVEY CONTROL
 KW2440  ___________________________________________________________________
 KW2440* NAD 83(1992)-  40 59 23.82545(N)    077 42 51.77009(W)     ADJUSTED  
 KW2440* NAVD 88     -       206.072  (meters)     676.09   (feet)  ADJUSTED  
 KW2440  ___________________________________________________________________
 KW2440  X           -   1,025,933.721 (meters)                     COMP
 KW2440  Y           -  -4,711,037.467 (meters)                     COMP
 KW2440  Z           -   4,161,694.309 (meters)                     COMP
 KW2440  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 KW2440  ELLIP HEIGHT-         172.84  (meters)          (03/28/01) GPS OBS
 KW2440  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KW2440  DYNAMIC HT  -         205.975 (meters)     675.77  (feet)  COMP
 KW2440  MODELED GRAV-     980,150.3   (mgal)                       NAVD 88
 KW2440
 KW2440  HORZ ORDER  -  A
 KW2440  VERT ORDER  -  SECOND    CLASS 0
 KW2440  ELLP ORDER  -  THIRD     CLASS II
 KW2440
 KW2440.The horizontal coordinates were established by GPS observations
 KW2440.and adjusted by the National Geodetic Survey in March 2001..
 KW2440
 KW2440.The orthometric height was determined by differential leveling
 KW2440.and adjusted by the National Geodetic Survey in June 1991..
 KW2440
 KW2440.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KW2440
 KW2440.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2440
 KW2440.The ellipsoidal height was determined by GPS observations
 KW2440.and is referenced to NAD 83.
 KW2440
 KW2440.The geoid height was determined by GEOID03.
 KW2440
 KW2440.The dynamic height is computed by dividing the NAVD 88
 KW2440.geopotential number by the normal gravity value computed on the
 KW2440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2440.degrees latitude (g = 980.6199 gals.).
 KW2440
 KW2440.The modeled gravity was interpolated from observed gravity values.
 KW2440
 KW2440;                    North         East     Units Scale Factor Converg.
 KW2440;SPC PA N     -    91,429.468   602,997.255   MT  0.99998450   +0 01 24.8
 KW2440;SPC PA N     -   299,964.85  1,978,333.49   sFT  0.99998450   +0 01 24.8
 KW2440;UTM  18      - 4,541,190.635   271,669.694   MT  1.00024171   -1 46 52.3
 KW2440
 KW2440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2440!SPC PA N     -   0.99997289  x   0.99998450  =   0.99995739
 KW2440!UTM  18      -   0.99997289  x   1.00024171  =   1.00021459
 KW2440
 KW2440                          SUPERSEDED SURVEY CONTROL
 KW2440
 KW2440  NAVD 88 (03/28/01)  206.07   (m)          676.1    (f) LEVELING    3  
 KW2440  NGVD 29 (??/??/??)  206.278  (m)          676.76   (f) ADJUSTED    2 0
 KW2440
 KW2440.Superseded values are not recommended for survey control.
 KW2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2440.See file dsdata.txt to determine how the superseded data were derived.
 KW2440
 KW2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL7167041191(NAD 83)
 KW2440_MARKER: DD = SURVEY DISK
 KW2440_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 KW2440_SP_SET: WINGWALL OF BRIDGE ON BED ROCK
 KW2440_STAMPING: K 358 1969
 KW2440_MARK LOGO: PADH  
 KW2440_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW2440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2440+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2000
 KW2440
 KW2440  HISTORY     - Date     Condition        Report By
 KW2440  HISTORY     - 1969     MONUMENTED       PADH
 KW2440  HISTORY     - 1969     GOOD             CGS
 KW2440  HISTORY     - 1972     GOOD             PADT
 KW2440  HISTORY     - 20000323 GOOD             NGS
 KW2440
 KW2440                          STATION DESCRIPTION
 KW2440
 KW2440'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 KW2440'5 MI NE FROM MILESBURG.
 KW2440'ABOUT 3.7 MILES NORTHEAST ALONG U.S. HIGHWAY 220 FROM ITS
 KW2440'JUNCTION WITH INTERSTATE HIGHWAY 80, WHICH IS ABOUT 1.3 MILES
 KW2440'NORTHEAST OF MILEPOST, 120 FEET EAST OF THE APPROXIMATE CENTER
 KW2440'OF A CROSSROAD, 24.5 FEET NORTH OF THE CENTERLINE OF THE
 KW2440'HIGHWAY, SET IN THE TOP OF THE NORTHEAST WINGWALL OF A BRIDGE
 KW2440'OVER A SMALL STREAM, AND IS ABOUT LEVEL WITH THE HIGHWAY.
 KW2440
 KW2440                          STATION RECOVERY (1972)
 KW2440
 KW2440'RECOVERY NOTE BY PA DEPT OF TRANSP 1972
 KW2440'RECOVERED IN GOOD CONDITION.
 KW2440
 KW2440                          STATION RECOVERY (2000)
 KW2440
 KW2440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 KW2440'THE STATION IS LOCATED ABOUT 14.08 KM (8.75 MI) NORTHEAST OF
 KW2440'MILESBURG, ABOUT 6.03 KM (3.75 MI) NORTHEAST OF INTERSTATE HIGHWAY 80
 KW2440'(EXIT 23), ON THE NORTHWEST SIDE OF STATE HIGHWAY 150.
 KW2440'OWNERSHIP--PENNSYLVANIA DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 KW2440'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 (EXIT 23) AND STATE
 KW2440'HIGHWAY 150, LOCATED ABOUT 4.82 KM (3.00 MI) NORTHEAST OF MILESBURG,
 KW2440'GO NORTHEAST ON HIGHWAY 150 FOR 6.03 KM (3.75 MI) TO THE JUNCTION OF
 KW2440'NURSERY ROAD ON THE RIGHT AND BULLIT RUN ROAD ON THE LEFT.  CONTINUE
 KW2440'AHEAD FOR ABOUT 30.48 M (100.00 FT) TO THE STATION ON THE LEFT, IN TOP
 KW2440'OF THE NORTH END OF THE NORTHWEST WINGWALL OF THE HIGHWAY BRIDGE OVER
 KW2440'A STREAM.  LOCATED 36.58 M (120.01 FT) NORTH OF THE CENTER OF BULLIT
 KW2440'RUN ROAD, 7.47 M (24.51 FT) WEST OF THE CENTER OF THE HIGHWAY AND 1.22
 KW2440'M (4.00 FT) WEST OF THE METAL GUARDRAIL ALONG THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1494 ***********************************************************************
 LZ1494  DESIGNATION -  K 359
 LZ1494  PID         -  LZ1494
 LZ1494  STATE/COUNTY-  PA/BRADFORD
 LZ1494  USGS QUAD   -  DUSHORE (1983)
 LZ1494
 LZ1494                         *CURRENT SURVEY CONTROL
 LZ1494  ___________________________________________________________________
 LZ1494* NAD 83(1986)-  41 35 42.     (N)    076 26 28.     (W)     SCALED    
 LZ1494* NAVD 88     -       373.761  (meters)    1226.25   (feet)  ADJUSTED  
 LZ1494  ___________________________________________________________________
 LZ1494  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 LZ1494  DYNAMIC HT  -         373.599 (meters)    1225.72  (feet)  COMP
 LZ1494  MODELED GRAV-     980,180.5   (mgal)                       NAVD 88
 LZ1494
 LZ1494  VERT ORDER  -  SECOND    CLASS 0
 LZ1494
 LZ1494.The horizontal coordinates were scaled from a topographic map and have
 LZ1494.an estimated accuracy of +/- 6 seconds.
 LZ1494
 LZ1494.The orthometric height was determined by differential leveling
 LZ1494.and adjusted by the National Geodetic Survey in June 1991..
 LZ1494
 LZ1494.The geoid height was determined by GEOID03.
 LZ1494
 LZ1494.The dynamic height is computed by dividing the NAVD 88
 LZ1494.geopotential number by the normal gravity value computed on the
 LZ1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1494.degrees latitude (g = 980.6199 gals.).
 LZ1494
 LZ1494.The modeled gravity was interpolated from observed gravity values.
 LZ1494
 LZ1494;                    North         East    Units  Estimated Accuracy
 LZ1494;SPC PA N     -   159,450.      709,120.      MT  (+/- 180 meters Scaled)
 LZ1494
 LZ1494                          SUPERSEDED SURVEY CONTROL
 LZ1494
 LZ1494  NGVD 29 (??/??/92)  373.930  (m)         1226.80   (f) ADJ UNCH    2 0
 LZ1494
 LZ1494.Superseded values are not recommended for survey control.
 LZ1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1494.See file dsdata.txt to determine how the superseded data were derived.
 LZ1494
 LZ1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM798058(NAD 83)
 LZ1494_MARKER: DB = BENCH MARK DISK
 LZ1494_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1494_SP_SET: CULVERT
 LZ1494_STAMPING: K 359 1969
 LZ1494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1494
 LZ1494  HISTORY     - Date     Condition        Report By
 LZ1494  HISTORY     - 1969     MONUMENTED       CGS
 LZ1494
 LZ1494                          STATION DESCRIPTION
 LZ1494
 LZ1494'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LZ1494'0.2 MI SW FROM NEW ALBANY.
 LZ1494'0.2 MILE SOUTHWEST ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE
 LZ1494'IN NEW ALBANY, 20 FEET SOUTH OF A TELEPHONE POLE, 16 FEET WEST
 LZ1494'OF THE CENTERLINE OF THE HIGHWAY, 2.6 FEET SOUTH OF THE NORTH
 LZ1494'END OF HEADWALL, SET IN THE TOP OF THE WEST END OF A LARGE
 LZ1494'ARCHED CULVERT AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1519 ***********************************************************************
 KW1519  DESIGNATION -  K 36
 KW1519  PID         -  KW1519
 KW1519  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW1519  USGS QUAD   -  TREVORTON (1977)
 KW1519
 KW1519                         *CURRENT SURVEY CONTROL
 KW1519  ___________________________________________________________________
 KW1519* NAD 83(1986)-  40 52 22.     (N)    076 40 11.     (W)     SCALED    
 KW1519* NAVD 88     -       152.826  (meters)     501.40   (feet)  ADJUSTED  
 KW1519  ___________________________________________________________________
 KW1519  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KW1519  DYNAMIC HT  -         152.759 (meters)     501.18  (feet)  COMP
 KW1519  MODELED GRAV-     980,181.3   (mgal)                       NAVD 88
 KW1519
 KW1519  VERT ORDER  -  SECOND    CLASS 0
 KW1519
 KW1519.The horizontal coordinates were scaled from a topographic map and have
 KW1519.an estimated accuracy of +/- 6 seconds.
 KW1519
 KW1519.The orthometric height was determined by differential leveling
 KW1519.and adjusted by the National Geodetic Survey in June 1991..
 KW1519
 KW1519.The geoid height was determined by GEOID03.
 KW1519
 KW1519.The dynamic height is computed by dividing the NAVD 88
 KW1519.geopotential number by the normal gravity value computed on the
 KW1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1519.degrees latitude (g = 980.6199 gals.).
 KW1519
 KW1519.The modeled gravity was interpolated from observed gravity values.
 KW1519
 KW1519;                    North         East    Units  Estimated Accuracy
 KW1519;SPC PA N     -    78,980.      691,060.      MT  (+/- 180 meters Scaled)
 KW1519
 KW1519                          SUPERSEDED SURVEY CONTROL
 KW1519
 KW1519  NGVD 29 (??/??/??)  153.064  (m)          502.18   (f) ADJUSTED    2 0
 KW1519
 KW1519.Superseded values are not recommended for survey control.
 KW1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1519.See file dsdata.txt to determine how the superseded data were derived.
 KW1519
 KW1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL593259(NAD 83)
 KW1519_MARKER: DB = BENCH MARK DISK
 KW1519_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1519_SP_SET: BRIDGE COPING
 KW1519_STAMPING: K 36 1934
 KW1519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1519
 KW1519  HISTORY     - Date     Condition        Report By
 KW1519  HISTORY     - 1934     MONUMENTED       CGS
 KW1519  HISTORY     - 1968     GOOD             USGS
 KW1519
 KW1519                          STATION DESCRIPTION
 KW1519
 KW1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1519'6.6 MI E FROM SUNBURY.
 KW1519'6.6 MILES EAST ALONG THE READING CO. RAILWAY FROM SUNBURY,
 KW1519'NORTHUMBERLAND COUNTY, ABOUT 400 FEET SOUTH OF THE STATION
 KW1519'AT SNYDERTOWN, ABOUT 200 FEET SOUTH OF A WATER TANK, AT BRIDGE
 KW1519'149/53, IN THE NORTHWEST CORNER OF THE COPING, 9 FEET WEST
 KW1519'OF THE CENTER LINE OF THE TRACK, AND ABOUT LEVEL WITH THE TOP
 KW1519'OF THE RAIL OF THE SOUTH-BOUND TRACK.  A STANDARD DISK, STAMPED
 KW1519'K 36 1934.
 KW1519
 KW1519                          STATION RECOVERY (1968)
 KW1519
 KW1519'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KW1519'NOTE--RR STATION AND WATER TANK AT SNYDERTOWN ARE GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0333 ***********************************************************************
 LZ0333  DESIGNATION -  K 360
 LZ0333  PID         -  LZ0333
 LZ0333  STATE/COUNTY-  PA/LYCOMING
 LZ0333  USGS QUAD   -  PICTURE ROCKS (1983)
 LZ0333
 LZ0333                         *CURRENT SURVEY CONTROL
 LZ0333  ___________________________________________________________________
 LZ0333* NAD 83(1986)-  41 15 46.     (N)    076 42 53.     (W)     SCALED    
 LZ0333* NAVD 88     -       190.043  (meters)     623.50   (feet)  ADJUSTED  
 LZ0333  ___________________________________________________________________
 LZ0333  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 LZ0333  DYNAMIC HT  -         189.963 (meters)     623.24  (feet)  COMP
 LZ0333  MODELED GRAV-     980,198.7   (mgal)                       NAVD 88
 LZ0333
 LZ0333  VERT ORDER  -  SECOND    CLASS 0
 LZ0333
 LZ0333.The horizontal coordinates were scaled from a topographic map and have
 LZ0333.an estimated accuracy of +/- 6 seconds.
 LZ0333
 LZ0333.The orthometric height was determined by differential leveling
 LZ0333.and adjusted by the National Geodetic Survey in June 1991..
 LZ0333
 LZ0333.The geoid height was determined by GEOID03.
 LZ0333
 LZ0333.The dynamic height is computed by dividing the NAVD 88
 LZ0333.geopotential number by the normal gravity value computed on the
 LZ0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0333.degrees latitude (g = 980.6199 gals.).
 LZ0333
 LZ0333.The modeled gravity was interpolated from observed gravity values.
 LZ0333
 LZ0333;                    North         East    Units  Estimated Accuracy
 LZ0333;SPC PA N     -   122,250.      686,750.      MT  (+/- 180 meters Scaled)
 LZ0333
 LZ0333                          SUPERSEDED SURVEY CONTROL
 LZ0333
 LZ0333  NGVD 29 (??/??/92)  190.243  (m)          624.16   (f) ADJ UNCH    2 0
 LZ0333
 LZ0333.Superseded values are not recommended for survey control.
 LZ0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0333.See file dsdata.txt to determine how the superseded data were derived.
 LZ0333
 LZ0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL563693(NAD 83)
 LZ0333_MARKER: DB = BENCH MARK DISK
 LZ0333_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0333_SP_SET: BRIDGE
 LZ0333_STAMPING: K 360 1969
 LZ0333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0333
 LZ0333  HISTORY     - Date     Condition        Report By
 LZ0333  HISTORY     - 1969     MONUMENTED       CGS
 LZ0333
 LZ0333                          STATION DESCRIPTION
 LZ0333
 LZ0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LZ0333'1.2 MI SW FROM PICTURE ROCKS.
 LZ0333'ABOUT 1.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 220 FROM THE POST
 LZ0333'OFFICE IN PICTURE ROCKS, 1.3 MILES NORTHEAST OF THE JUNCTION
 LZ0333'OF U.S. HIGHWAY 220 AND STATE HIGHWAY 405 IN THE NORTH EDGE OF
 LZ0333'HUGHESVILLE, 142 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 LZ0333'10 FEET NORTHEAST OF THE APPROXIMATE CENTER OF A SIDEROAD, SET
 LZ0333'IN THE TOP OF THE NORTHWEST WINGWALL OF A BRIDGE AND IS ABOUT 15
 LZ0333'FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2802 ***********************************************************************
 KV2802  DESIGNATION -  K 361 PADH
 KV2802  PID         -  KV2802
 KV2802  STATE/COUNTY-  PA/CARBON
 KV2802  USGS QUAD   -  LEHIGHTON (1997)
 KV2802
 KV2802                         *CURRENT SURVEY CONTROL
 KV2802  ___________________________________________________________________
 KV2802* NAD 83(1986)-  40 50 19.     (N)    075 40 26.     (W)     SCALED    
 KV2802* NAVD 88     -       152.445  (meters)     500.15   (feet)  ADJUSTED  
 KV2802  ___________________________________________________________________
 KV2802  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 KV2802  DYNAMIC HT  -         152.371 (meters)     499.90  (feet)  COMP
 KV2802  MODELED GRAV-     980,142.4   (mgal)                       NAVD 88
 KV2802
 KV2802  VERT ORDER  -  SECOND    CLASS 0
 KV2802
 KV2802.The horizontal coordinates were scaled from a topographic map and have
 KV2802.an estimated accuracy of +/- 6 seconds.
 KV2802
 KV2802.The orthometric height was determined by differential leveling
 KV2802.and adjusted by the National Geodetic Survey in June 1991..
 KV2802
 KV2802.The geoid height was determined by GEOID03.
 KV2802
 KV2802.The dynamic height is computed by dividing the NAVD 88
 KV2802.geopotential number by the normal gravity value computed on the
 KV2802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2802.degrees latitude (g = 980.6199 gals.).
 KV2802
 KV2802.The modeled gravity was interpolated from observed gravity values.
 KV2802
 KV2802;                    North         East    Units  Estimated Accuracy
 KV2802;SPC PA N     -    76,720.      775,080.      MT  (+/- 180 meters Scaled)
 KV2802
 KV2802                          SUPERSEDED SURVEY CONTROL
 KV2802
 KV2802  NGVD 29 (??/??/??)  152.648  (m)          500.81   (f) ADJUSTED    2 0
 KV2802
 KV2802.Superseded values are not recommended for survey control.
 KV2802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2802.See file dsdata.txt to determine how the superseded data were derived.
 KV2802
 KV2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL431210(NAD 83)
 KV2802_MARKER: DD = SURVEY DISK
 KV2802_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2802_SP_SET: BRIDGE BANNISTER
 KV2802_STAMPING: K 361 1969
 KV2802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2802+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2005
 KV2802
 KV2802  HISTORY     - Date     Condition        Report By
 KV2802  HISTORY     - 1969     MONUMENTED       PADH
 KV2802  HISTORY     - 1969     GOOD             CGS
 KV2802  HISTORY     - 20050513 GOOD             INDIV
 KV2802
 KV2802                          STATION DESCRIPTION
 KV2802
 KV2802'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 KV2802'1.5 MI E FROM WEISSPORT.
 KV2802'ABOUT 1.5 MILES EAST ALONG U.S. HIGHWAY 209 FROM ITS JUNCTION
 KV2802'WITH STATE HIGHWAY 248 IN WEISSPORT, 24 FEET SOUTHEAST OF THE
 KV2802'CENTERLINE OF THE EAST BOUND LANE OF HIGHWAY, 10.6 FEET NORTHEAST
 KV2802'OF THE SOUTHWEST END OF BRIDGE, SET IN THE TOP OF THE SOUTH
 KV2802'BANNISTER OF THE SOUTH BRIDGE OF TWO BRIDGES AND IS ABOUT 2.5
 KV2802'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 KV2802
 KV2802                          STATION RECOVERY (2005)
 KV2802
 KV2802'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (WJL)
 KV2802'MONUMENT WAS FOUND WHILE LOOKING FOR VERT.CONTROL ON AN ADJACENT PA
 KV2802'TURNPIKE PROJECT. FOUND TO BE IN GOOD CONDITION, ESILY RECOVERED AND
 KV2802'IDENTIFIED. NO ELEVATION IS STAMPED ON THE DISC. THE BRIDGE RAILING
 KV2802'ABOVE THE MONUMENT HAS BEEN DAMAGED DUE TO A VEHICLE ACCIDENT, BUT
 KV2802'DISC AND SURROUNDING CONCRETE ARE IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0125 ***********************************************************************
 ND0125  DESIGNATION -  K 362
 ND0125  PID         -  ND0125
 ND0125  STATE/COUNTY-  PA/ERIE
 ND0125  USGS QUAD   -  SWANVILLE (1990)
 ND0125
 ND0125                         *CURRENT SURVEY CONTROL
 ND0125  ___________________________________________________________________
 ND0125* NAD 83(1986)-  42 05 59.     (N)    080 08 46.     (W)     SCALED    
 ND0125* NAVD 88     -       217.383  (meters)     713.20   (feet)  ADJUSTED  
 ND0125  ___________________________________________________________________
 ND0125  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 ND0125  DYNAMIC HT  -         217.305 (meters)     712.94  (feet)  COMP
 ND0125  MODELED GRAV-     980,259.2   (mgal)                       NAVD 88
 ND0125
 ND0125  VERT ORDER  -  FIRST     CLASS II
 ND0125
 ND0125.The horizontal coordinates were scaled from a topographic map and have
 ND0125.an estimated accuracy of +/- 6 seconds.
 ND0125
 ND0125.The orthometric height was determined by differential leveling
 ND0125.and adjusted by the National Geodetic Survey in June 1991..
 ND0125
 ND0125.The geoid height was determined by GEOID03.
 ND0125
 ND0125.The dynamic height is computed by dividing the NAVD 88
 ND0125.geopotential number by the normal gravity value computed on the
 ND0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0125.degrees latitude (g = 980.6199 gals.).
 ND0125
 ND0125.The modeled gravity was interpolated from observed gravity values.
 ND0125
 ND0125;                    North         East    Units  Estimated Accuracy
 ND0125;SPC PA N     -   217,420.      401,810.      MT  (+/- 180 meters Scaled)
 ND0125
 ND0125                          SUPERSEDED SURVEY CONTROL
 ND0125
 ND0125  NGVD 29 (06/03/92)  217.565  (m)          713.79   (f) ADJUSTED    1 2
 ND0125
 ND0125.Superseded values are not recommended for survey control.
 ND0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0125.See file dsdata.txt to determine how the superseded data were derived.
 ND0125
 ND0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG706612(NAD 83)
 ND0125_MARKER: I = METAL ROD
 ND0125_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ND0125_SP_SET: STAINLESS STEEL ROD
 ND0125_STAMPING: K 362 1981
 ND0125_MARK LOGO: NGS   
 ND0125_PROJECTION: FLUSH
 ND0125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0125_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ND0125+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2001
 ND0125_ROD/PIPE-DEPTH: 14.3 meters
 ND0125
 ND0125  HISTORY     - Date     Condition        Report By
 ND0125  HISTORY     - 1981     MONUMENTED       NGS
 ND0125  HISTORY     - 19990901 GOOD             PADT
 ND0125  HISTORY     - 20010811 GOOD             NFGSC
 ND0125
 ND0125                          STATION DESCRIPTION
 ND0125
 ND0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ND0125'6.1 KM (3.8 MI) SW FROM ERIE.
 ND0125'6.1 KILOMETERS (3.8 MILES) SOUTHWEST ALONG WEST 12TH STREET (STATE
 ND0125'HIGHWAY 5) FROM THE INTERSECTION OF STATE STREET IN ERIE TO TRACY
 ND0125'ELEMENTRY SCHOOL AND THE MARK ON THE RIGHT, THE MARK IS NORTHWEST OF
 ND0125'THE EAST CORNER OF THE SCHOOL, CENTERED BETWEEN TWO BASEMENT WINDOWS,
 ND0125'0.08 KILOMETER (0.05 MILE) SOUTHWEST OF THE INTERSECTION OF PENNSULA
 ND0125'DRIVE (STATE HIGHWAY 832), 39.92 METERS (131.0 FEET) NORTHWEST OF THE
 ND0125'CENTER LINE OF WEST 12TH STREET, 48.15 METERS (158.0 FEET) SOUTHWEST
 ND0125'OF CENTER LINE OF PENNSULA DRIVE, 3.72 METERS (12.2 FEET) NORTHWEST OF
 ND0125'THE EAST CORNER OF THE SCHOOL AND 0.60 METER (2.0 FEET)
 ND0125'SOUTH-SOUTHEAST OF THE SOUTHEAST EDGE OF THE NORTHWEST BASEMENT
 ND0125'WINDOW.
 ND0125'THE MARK IS ABOVE LEVEL WITH WEST 12TH STREET.
 ND0125
 ND0125                          STATION RECOVERY (1999)
 ND0125
 ND0125'RECOVERY NOTE BY PA DEPT OF TRANSP 1999
 ND0125'RECOVERED IN GOOD CONDITION.
 ND0125
 ND0125                          STATION RECOVERY (2001)
 ND0125
 ND0125'RECOVERY NOTE BY NATIONAL FUEL GAS SUPPLY CORP. 2001 (MJT)
 ND0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2877 ***********************************************************************
 KV2877  DESIGNATION -  K 362
 KV2877  PID         -  KV2877
 KV2877  STATE/COUNTY-  PA/NORTHAMPTON
 KV2877  USGS QUAD   -  PORTLAND (1997)
 KV2877
 KV2877                         *CURRENT SURVEY CONTROL
 KV2877  ___________________________________________________________________
 KV2877* NAD 83(1986)-  40 56 09.     (N)    075 06 25.     (W)     SCALED    
 KV2877* NAVD 88     -        94.698  (meters)     310.69   (feet)  ADJUSTED  
 KV2877  ___________________________________________________________________
 KV2877  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KV2877  DYNAMIC HT  -          94.656 (meters)     310.55  (feet)  COMP
 KV2877  MODELED GRAV-     980,177.0   (mgal)                       NAVD 88
 KV2877
 KV2877  VERT ORDER  -  FIRST     CLASS II
 KV2877
 KV2877.The horizontal coordinates were scaled from a topographic map and have
 KV2877.an estimated accuracy of +/- 6 seconds.
 KV2877
 KV2877.The orthometric height was determined by differential leveling
 KV2877.and adjusted by the National Geodetic Survey in June 1991..
 KV2877
 KV2877.The geoid height was determined by GEOID03.
 KV2877
 KV2877.The dynamic height is computed by dividing the NAVD 88
 KV2877.geopotential number by the normal gravity value computed on the
 KV2877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2877.degrees latitude (g = 980.6199 gals.).
 KV2877
 KV2877.The modeled gravity was interpolated from observed gravity values.
 KV2877
 KV2877;                    North         East    Units  Estimated Accuracy
 KV2877;SPC PA S     -   181,270.      822,560.      MT  (+/- 180 meters Scaled)
 KV2877
 KV2877                          SUPERSEDED SURVEY CONTROL
 KV2877
 KV2877.No superseded survey control is available for this station.
 KV2877
 KV2877_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL909316(NAD 83)
 KV2877_MARKER: DB = BENCH MARK DISK
 KV2877_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2877_SP_SET: STAINLESS STEEL ROD
 KV2877_STAMPING: K 362 1978
 KV2877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2877
 KV2877  HISTORY     - Date     Condition        Report By
 KV2877  HISTORY     - 1978     MONUMENTED       NGS
 KV2877  HISTORY     - 19940925 GOOD             USPSQD
 KV2877
 KV2877                          STATION DESCRIPTION
 KV2877
 KV2877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2877'1.3 MI NW FROM PORTLAND.
 KV2877'1.05 MILES NORTHWEST ALONG STATE HIGHWAY 611 FROM THE TOLL BRIDGE
 KV2877'OVER CROSSING AT PORTLAND, THENCE NORTH ALONG SLATEFORD ROAD FOR
 KV2877'0.25 MILE, 18 FEET EAST FROM THE CENTER LINE OF THE ROAD, 10.5
 KV2877'FEET WEST OF THE WEST RAIL OF A SIDE TRACK OF THE ERIE LACKAWANNA
 KV2877'RAILROAD AND 2 FEET NORTHWEST OF TELEPHONE POLE NUMBER 53.5.
 KV2877'ROD DRIVEN TO REFUSAL.
 KV2877
 KV2877                          STATION RECOVERY (1994)
 KV2877
 KV2877'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV2877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1713 ***********************************************************************
 MB1713  DESIGNATION -  K 363
 MB1713  PID         -  MB1713
 MB1713  STATE/COUNTY-  PA/ERIE
 MB1713  USGS QUAD   -  EAST SPRINGFIELD (1990)
 MB1713
 MB1713                         *CURRENT SURVEY CONTROL
 MB1713  ___________________________________________________________________
 MB1713* NAD 83(1986)-  41 57 32.     (N)    080 26 10.     (W)     SCALED    
 MB1713* NAVD 88     -       219.136  (meters)     718.95   (feet)  ADJUSTED  
 MB1713  ___________________________________________________________________
 MB1713  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 MB1713  DYNAMIC HT  -         219.056 (meters)     718.69  (feet)  COMP
 MB1713  MODELED GRAV-     980,253.9   (mgal)                       NAVD 88
 MB1713
 MB1713  VERT ORDER  -  FIRST     CLASS II
 MB1713
 MB1713.The horizontal coordinates were scaled from a topographic map and have
 MB1713.an estimated accuracy of +/- 6 seconds.
 MB1713
 MB1713.The orthometric height was determined by differential leveling
 MB1713.and adjusted by the National Geodetic Survey in June 1991..
 MB1713
 MB1713.The geoid height was determined by GEOID03.
 MB1713
 MB1713.The dynamic height is computed by dividing the NAVD 88
 MB1713.geopotential number by the normal gravity value computed on the
 MB1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1713.degrees latitude (g = 980.6199 gals.).
 MB1713
 MB1713.The modeled gravity was interpolated from observed gravity values.
 MB1713
 MB1713;                    North         East    Units  Estimated Accuracy
 MB1713;SPC PA N     -   202,490.      377,350.      MT  (+/- 180 meters Scaled)
 MB1713
 MB1713                          SUPERSEDED SURVEY CONTROL
 MB1713
 MB1713  NGVD 29 (06/03/92)  219.332  (m)          719.59   (f) ADJUSTED    1 2
 MB1713
 MB1713.Superseded values are not recommended for survey control.
 MB1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1713.See file dsdata.txt to determine how the superseded data were derived.
 MB1713
 MB1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG467453(NAD 83)
 MB1713_MARKER: I = METAL ROD
 MB1713_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1713_SP_SET: STAINLESS STEEL ROD
 MB1713_STAMPING: K 363 1981
 MB1713_MARK LOGO: NGS   
 MB1713_PROJECTION: FLUSH
 MB1713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1713_ROD/PIPE-DEPTH: 14.0 meters
 MB1713
 MB1713  HISTORY     - Date     Condition        Report By
 MB1713  HISTORY     - 1981     MONUMENTED       NGS
 MB1713
 MB1713                          STATION DESCRIPTION
 MB1713
 MB1713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1713'3.6 KM (2.25 MI) NE FROM WEST SPRINGFIELD.
 MB1713'3.6 KILOMETERS (2.25 MILES) NORTHEAST ALONG US HIGHWAY 20 FROM THE US
 MB1713'POST OFFICE IN WEST SPRINGFIELD TO THE MARK ON THE LEFT, THE MARK IS
 MB1713'ON THE SOUTHWEST SIDE OF TELEPHONE POLE NUMBER A-40 WITH A TELEPHONE
 MB1713'CABLE JUNCTION BOX AND IN THE FRONT LAWN OF A TWO-STORY WOODEN FRAME
 MB1713'HOUSE OWNED AT THIS TIME BY R. G. MYRES, 0.3 KILOMETER (0.2 MILE)
 MB1713'SOUTHWEST OF THE JUNCTION OF SCOTT ROAD, 11.28 METERS (37.0
 MB1713'FEET) NORTHWEST OF THE CENTER LINE OF THE SOUTHWESTBOUND LANE OF THE
 MB1713'HIGHWAY, 20.88 METERS (68.5 FEET) SOUTHWEST OF THE CENTER OF DIRT
 MB1713'ENTRANCE DRIVEWAY OF THE HOUSE AND 0.6 METER (2.0 FEET) SOUTHWEST OF
 MB1713'THE TELEPHONE POLE.
 MB1713'THE MARK IS 0.60 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2901 ***********************************************************************
 KV2901  DESIGNATION -  K 363
 KV2901  PID         -  KV2901
 KV2901  STATE/COUNTY-  PA/NORTHAMPTON
 KV2901  USGS QUAD   -  EASTON (1994)
 KV2901
 KV2901                         *CURRENT SURVEY CONTROL
 KV2901  ___________________________________________________________________
 KV2901* NAD 83(1986)-  40 44 48.     (N)    075 14 40.     (W)     SCALED    
 KV2901* NAVD 88     -       105.775  (meters)     347.03   (feet)  ADJUSTED  
 KV2901  ___________________________________________________________________
 KV2901  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 KV2901  DYNAMIC HT  -         105.725 (meters)     346.87  (feet)  COMP
 KV2901  MODELED GRAV-     980,154.0   (mgal)                       NAVD 88
 KV2901
 KV2901  VERT ORDER  -  FIRST     CLASS II
 KV2901
 KV2901.The horizontal coordinates were scaled from a topographic map and have
 KV2901.an estimated accuracy of +/- 6 seconds.
 KV2901
 KV2901.The orthometric height was determined by differential leveling
 KV2901.and adjusted by the National Geodetic Survey in June 1991..
 KV2901
 KV2901.The geoid height was determined by GEOID03.
 KV2901
 KV2901.The dynamic height is computed by dividing the NAVD 88
 KV2901.geopotential number by the normal gravity value computed on the
 KV2901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2901.degrees latitude (g = 980.6199 gals.).
 KV2901
 KV2901.The modeled gravity was interpolated from observed gravity values.
 KV2901
 KV2901;                    North         East    Units  Estimated Accuracy
 KV2901;SPC PA S     -   159,930.      811,580.      MT  (+/- 180 meters Scaled)
 KV2901
 KV2901                          SUPERSEDED SURVEY CONTROL
 KV2901
 KV2901.No superseded survey control is available for this station.
 KV2901
 KV2901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL793106(NAD 83)
 KV2901_MARKER: DB = BENCH MARK DISK
 KV2901_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2901_SP_SET: STAINLESS STEEL ROD
 KV2901_STAMPING: K 363 1978
 KV2901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2901
 KV2901  HISTORY     - Date     Condition        Report By
 KV2901  HISTORY     - 1978     MONUMENTED       NGS
 KV2901  HISTORY     - 19940806 GOOD             USPSQD
 KV2901  HISTORY     - 19950408 GOOD             USPSQD
 KV2901  HISTORY     - 20040601 GOOD             PADT
 KV2901
 KV2901                          STATION DESCRIPTION
 KV2901
 KV2901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2901'1.4 MI SE FROM STOCKERTOWN.
 KV2901'1.4 MILES SOUTH ALONG MAIN AND CENTER STREETS, OLD STATE HIGHWAY
 KV2901'115, FROM THE JUNCTION OF STATE HIGHWAY 191 AND MAIN STREET AT
 KV2901'STOCKERTOWN, 0.1 MILE NORTHWEST OF THE INTERSECTION OF SULLIVAN TRAIL
 KV2901'AND UHLER ROAD, 59 FEET EAST OF THE CENTERLINE OF THE CROSSING
 KV2901'OF THE RAILROAD TRACKS AND SULLIVAN TRAIL ROAD, 22.5 FEET NORTH OF
 KV2901'THE CENTERLINE OF THE HIGHWAY, 4 FEET SOUTHWEST OF A WIRE CABLE
 KV2901'FENCE, 3.5 FEET SOUTHWEST OF POWER POLE NUMBER 699-3.
 KV2901
 KV2901                          STATION RECOVERY (1994)
 KV2901
 KV2901'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV2901'RECOVERED IN GOOD CONDITION.
 KV2901
 KV2901                          STATION RECOVERY (1995)
 KV2901
 KV2901'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV2901'RECOVERED IN GOOD CONDITION.
 KV2901
 KV2901                          STATION RECOVERY (2004)
 KV2901
 KV2901'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (SQ)
 KV2901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2101 ***********************************************************************
 LY2101  DESIGNATION -  K 364
 LY2101  PID         -  LY2101
 LY2101  STATE/COUNTY-  PA/PIKE
 LY2101  USGS QUAD   -  LAKE MASKENOZHA (1995)
 LY2101
 LY2101                         *CURRENT SURVEY CONTROL
 LY2101  ___________________________________________________________________
 LY2101* NAD 83(1986)-  41 10 37.     (N)    074 53 47.     (W)     SCALED    
 LY2101* NAVD 88     -       130.975  (meters)     429.71   (feet)  ADJUSTED  
 LY2101  ___________________________________________________________________
 LY2101  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 LY2101  DYNAMIC HT  -         130.919 (meters)     429.52  (feet)  COMP
 LY2101  MODELED GRAV-     980,193.7   (mgal)                       NAVD 88
 LY2101
 LY2101  VERT ORDER  -  FIRST     CLASS II
 LY2101
 LY2101.The horizontal coordinates were scaled from a topographic map and have
 LY2101.an estimated accuracy of +/- 6 seconds.
 LY2101
 LY2101.The orthometric height was determined by differential leveling
 LY2101.and adjusted by the National Geodetic Survey in June 1991..
 LY2101
 LY2101.The geoid height was determined by GEOID03.
 LY2101
 LY2101.The dynamic height is computed by dividing the NAVD 88
 LY2101.geopotential number by the normal gravity value computed on the
 LY2101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2101.degrees latitude (g = 980.6199 gals.).
 LY2101
 LY2101.The modeled gravity was interpolated from observed gravity values.
 LY2101
 LY2101;                    North         East    Units  Estimated Accuracy
 LY2101;SPC PA N     -   116,140.      839,390.      MT  (+/- 180 meters Scaled)
 LY2101
 LY2101                          SUPERSEDED SURVEY CONTROL
 LY2101
 LY2101.No superseded survey control is available for this station.
 LY2101
 LY2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL086584(NAD 83)
 LY2101_MARKER: DB = BENCH MARK DISK
 LY2101_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2101_SP_SET: STAINLESS STEEL ROD
 LY2101_STAMPING: K 364 1978
 LY2101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2101
 LY2101  HISTORY     - Date     Condition        Report By
 LY2101  HISTORY     - 1978     MONUMENTED       NGS
 LY2101  HISTORY     - 19950105 MARK NOT FOUND   NJGS
 LY2101
 LY2101                          STATION DESCRIPTION
 LY2101
 LY2101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LY2101'3.15 MI SW FROM DINGMANS FERRY.
 LY2101'3.15 MILES SOUTHWEST ALONG STATE HIGHWAY 209 FROM THE POST OFFICE
 LY2101'AT DINGMANS FERRY, SET ON THE PROPERTY OF GLENSIDE ROD AND GUN
 LY2101'CLUB IN THEIR FRONT LAWN, 57 FEET NORTHWEST OF THE CENTER LINE
 LY2101'OF STATE HIGHWAY 209, 4 FEET SOUTHEAST OF POWER LINE POLE.
 LY2101
 LY2101                          STATION RECOVERY (1995)
 LY2101
 LY2101'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 LY2101'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A QUARTER HOUR
 LY2101'SEARCH BY A TWO MAN PARTY.  THE GLENSIDE ROD AND GUN CLUB BUILDING HAS
 LY2101'BEEN DEMOLISHED AT SOME TIME IN THE PAST AND THE PREVIOUS TIES ARE
 LY2101'VAGUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3973 ***********************************************************************
 JV3973  DESIGNATION -  K 365
 JV3973  PID         -  JV3973
 JV3973  STATE/COUNTY-  PA/FRANKLIN
 JV3973  USGS QUAD   -  SCOTLAND (1990)
 JV3973
 JV3973                         *CURRENT SURVEY CONTROL
 JV3973  ___________________________________________________________________
 JV3973* NAD 83(1986)-  39 58 39.     (N)    077 33 49.     (W)     SCALED    
 JV3973* NAVD 88     -       225.200  (meters)     738.84   (feet)  ADJUSTED  
 JV3973  ___________________________________________________________________
 JV3973  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 JV3973  DYNAMIC HT  -         225.070 (meters)     738.42  (feet)  COMP
 JV3973  MODELED GRAV-     980,044.5   (mgal)                       NAVD 88
 JV3973
 JV3973  VERT ORDER  -  FIRST     CLASS II
 JV3973
 JV3973.The horizontal coordinates were scaled from a topographic map and have
 JV3973.an estimated accuracy of +/- 6 seconds.
 JV3973
 JV3973.The orthometric height was determined by differential leveling
 JV3973.and adjusted by the National Geodetic Survey in June 1991..
 JV3973
 JV3973.The geoid height was determined by GEOID03.
 JV3973
 JV3973.The dynamic height is computed by dividing the NAVD 88
 JV3973.geopotential number by the normal gravity value computed on the
 JV3973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3973.degrees latitude (g = 980.6199 gals.).
 JV3973
 JV3973.The modeled gravity was interpolated from observed gravity values.
 JV3973
 JV3973;                    North         East    Units  Estimated Accuracy
 JV3973;SPC PA S     -    71,540.      615,920.      MT  (+/- 180 meters Scaled)
 JV3973
 JV3973                          SUPERSEDED SURVEY CONTROL
 JV3973
 JV3973.No superseded survey control is available for this station.
 JV3973
 JV3973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK810284(NAD 83)
 JV3973_MARKER: DB = BENCH MARK DISK
 JV3973_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JV3973_SP_SET: STAINLESS STEEL ROD
 JV3973_STAMPING: K 365 1979
 JV3973_PROJECTION: FLUSH
 JV3973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3973_ROD/PIPE-DEPTH: 1.22 meters
 JV3973
 JV3973  HISTORY     - Date     Condition        Report By
 JV3973  HISTORY     - 1979     MONUMENTED       NGS
 JV3973
 JV3973                          STATION DESCRIPTION
 JV3973
 JV3973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JV3973'5.15 MI SW FROM SHIPPENSBURG.
 JV3973'5.15 MILES SOUTHWEST ALONG STATE HIGHWAY 696 FROM THE JUNCTION OF
 JV3973'U.S. HIGHWAY 11 AND STATE HIGHWAY 696 AT SHIPPENSBURG TO THE MARK ON
 JV3973'THE LEFT, 0.05 MILE SOUTHWEST OF A CROSSROAD, 0.05 MILE NORTHEAST OF
 JV3973'BENCH MARK A 265 X, 34 FEET SOUTHWEST OF HIGHWAY MARKER 30, 14.5 FEET
 JV3973'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 4.5 FEET NORTHEAST OF
 JV3973'POWER POLE NUMBER 9, AND 1 FOOT NORTHEAST OF THE NORTH CORNER OF
 JV3973'A PASTURE, A ROD DRIVEN TO REFUSAL.
 JV3973'THE MARK IS 2 FT  SE FROM A WITNESS POST.
 JV3973'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3905 ***********************************************************************
 JV3905  DESIGNATION -  K 368
 JV3905  PID         -  JV3905
 JV3905  STATE/COUNTY-  PA/LANCASTER
 JV3905  USGS QUAD   -  WAKEFIELD (1976)
 JV3905
 JV3905                         *CURRENT SURVEY CONTROL
 JV3905  ___________________________________________________________________
 JV3905* NAD 83(1986)-  39 51 31.     (N)    076 13 23.     (W)     SCALED    
 JV3905* NAVD 88     -       219.401  (meters)     719.82   (feet)  ADJUSTED  
 JV3905  ___________________________________________________________________
 JV3905  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 JV3905  DYNAMIC HT  -         219.289 (meters)     719.45  (feet)  COMP
 JV3905  MODELED GRAV-     980,107.8   (mgal)                       NAVD 88
 JV3905
 JV3905  VERT ORDER  -  FIRST     CLASS II
 JV3905
 JV3905.The horizontal coordinates were scaled from a topographic map and have
 JV3905.an estimated accuracy of +/- 6 seconds.
 JV3905
 JV3905.The orthometric height was determined by differential leveling
 JV3905.and adjusted by the National Geodetic Survey in June 1991..
 JV3905
 JV3905.The geoid height was determined by GEOID03.
 JV3905
 JV3905.The dynamic height is computed by dividing the NAVD 88
 JV3905.geopotential number by the normal gravity value computed on the
 JV3905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3905.degrees latitude (g = 980.6199 gals.).
 JV3905
 JV3905.The modeled gravity was interpolated from observed gravity values.
 JV3905
 JV3905;                    North         East    Units  Estimated Accuracy
 JV3905;SPC PA S     -    59,450.      730,660.      MT  (+/- 180 meters Scaled)
 JV3905
 JV3905                          SUPERSEDED SURVEY CONTROL
 JV3905
 JV3905.No superseded survey control is available for this station.
 JV3905
 JV3905_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK953127(NAD 83)
 JV3905_MARKER: DB = BENCH MARK DISK
 JV3905_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JV3905_SP_SET: STAINLESS STEEL ROD
 JV3905_STAMPING: K 368 1979
 JV3905_PROJECTION: FLUSH
 JV3905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3905_ROD/PIPE-DEPTH: 3.35 meters
 JV3905
 JV3905  HISTORY     - Date     Condition        Report By
 JV3905  HISTORY     - 1979     MONUMENTED       NGS
 JV3905  HISTORY     - 19930203 GOOD             USPSQD
 JV3905
 JV3905                          STATION DESCRIPTION
 JV3905
 JV3905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JV3905'1.0 MI SOUTH FROM BUCK.
 JV3905'1.0 MILES SOUTH ALONG STATE HIGHWAY 272 FROM THE JUNCTION OF STATE
 JV3905'HIGHWAY 372 IN BUCK, AT THE Y JUNCTION OF A GRAVEL DRIVE LEADING
 JV3905'SOUTHWEST TO THE VFW POST NUMBER 3575, 160.5 FEET NORTH-NORTHEAST
 JV3905'OF THE NORTHEAST CORNER OF A MOTEL, 31 FEET WEST OF THE
 JV3905'CENTERLINE OF THE HIGHWAY, 22.5 FEET NORTH OF THE MOST SOUTHERLY
 JV3905'OF TWO GRAVEL DRIVES, 29.8 FEET SOUTH OF THE MOST NORTHERLY DRIVE,
 JV3905'2.5 FEET SOUTH OF A POWER POLE, 7.8 FEET NORTH OF A POLE SUPPORTING
 JV3905'A SIGN READING VFW POST NUMBER 3575.
 JV3905'THE MARK IS 2 FT  N FROM A WITNESS POST.
 JV3905'THE MARK IS 0.5 FT BELOW HIGHWAY.
 JV3905
 JV3905                          STATION RECOVERY (1993)
 JV3905
 JV3905'RECOVERY NOTE BY US POWER SQUADRON 1993 (BM)
 JV3905'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2665 ***********************************************************************
 KW2665  DESIGNATION -  K 369
 KW2665  PID         -  KW2665
 KW2665  STATE/COUNTY-  PA/DAUPHIN
 KW2665  USGS QUAD   -  STEELTON (1987)
 KW2665
 KW2665                         *CURRENT SURVEY CONTROL
 KW2665  ___________________________________________________________________
 KW2665* NAD 83(1986)-  40 12 02.     (N)    076 45 56.     (W)     SCALED    
 KW2665* NAVD 88     -        94.477  (meters)     309.96   (feet)  ADJUSTED  
 KW2665  ___________________________________________________________________
 KW2665  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 KW2665  DYNAMIC HT  -          94.428 (meters)     309.80  (feet)  COMP
 KW2665  MODELED GRAV-     980,108.9   (mgal)                       NAVD 88
 KW2665  OBS GRAVITY -     980,112.2   (mgal)                       GRAV_OBS
 KW2665
 KW2665  VERT ORDER  -  FIRST     CLASS II
 KW2665
 KW2665.The horizontal coordinates were scaled from a topographic map and have
 KW2665.an estimated accuracy of +/- 6 seconds.
 KW2665
 KW2665.The orthometric height was determined by differential leveling
 KW2665.and adjusted by the National Geodetic Survey in June 1991..
 KW2665
 KW2665.The geoid height was determined by GEOID03.
 KW2665
 KW2665.The dynamic height is computed by dividing the NAVD 88
 KW2665.geopotential number by the normal gravity value computed on the
 KW2665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2665.degrees latitude (g = 980.6199 gals.).
 KW2665
 KW2665.The modeled gravity was interpolated from observed gravity values.
 KW2665.The observed gravity was obtained from relative gravimeter ties
 KW2665.to the IGSN71 gravity network.
 KW2665
 KW2665;                    North         East    Units  Estimated Accuracy
 KW2665;SPC PA S     -    96,760.      683,820.      MT  (+/- 180 meters Scaled)
 KW2665
 KW2665                          SUPERSEDED SURVEY CONTROL
 KW2665
 KW2665.No superseded survey control is available for this station.
 KW2665
 KW2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK497515(NAD 83)
 KW2665_MARKER: DB = BENCH MARK DISK
 KW2665_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KW2665_SP_SET: STAINLESS STEEL ROD
 KW2665_STAMPING: K 369 1979
 KW2665_PROJECTION: FLUSH
 KW2665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2665+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2002
 KW2665_ROD/PIPE-DEPTH: 7.62 meters
 KW2665
 KW2665  HISTORY     - Date     Condition        Report By
 KW2665  HISTORY     - 1979     MONUMENTED       NGS
 KW2665  HISTORY     - 20020606 GOOD             PADT
 KW2665  HISTORY     - 20040403 GOOD             GEOCAC
 KW2665  HISTORY     - 20060117 GOOD             PADT
 KW2665
 KW2665                          STATION DESCRIPTION
 KW2665
 KW2665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KW2665'1.9 MI NW FROM MIDDLETOWN.
 KW2665'1.95 MILES NORTHWEST ALONG STATE HIGHWAY 230 FROM THE PENNSYLVANIA
 KW2665'RAILROAD STATION AT MIDDLETOWN, ACROSS THE HIGHWAY FROM HARRY
 KW2665'CRAMER OLDSMOBILE, 105 FEET EAST-SOUTHEAST OF THE CENTER OF WAYNE
 KW2665'AVENUE, 44 FEET WEST-NORTHWEST OF A ONE-WAY GRAVEL DRIVE, 19 FEET
 KW2665'NORTH OF THE CENTERLINE OF THE HIGHWAY, 3 FEET EAST-SOUTHEAST OF
 KW2665'POWER POLE NUMBER S31734, AND 1.5 FEET SOUTH OF A WOODEN PICKET
 KW2665'FENCE.
 KW2665'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 KW2665
 KW2665                          STATION RECOVERY (2002)
 KW2665
 KW2665'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (LJM)
 KW2665'RECOVERED IN GOOD CONDITION.
 KW2665
 KW2665                          STATION RECOVERY (2004)
 KW2665
 KW2665'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW2665'HARRY CRAMER OLDSMOBILE IS NOW BUDGET RENT A CAR AND CRAMER AIRPORT
 KW2665'PARKING. STATION IS IN A PVC PIPE BELOW GROUND LEVEL.
 KW2665
 KW2665                          STATION RECOVERY (2006)
 KW2665
 KW2665'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (LJM)
 KW2665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2330 ***********************************************************************
 KW2330  DESIGNATION -  K 37
 KW2330  PID         -  KW2330
 KW2330  STATE/COUNTY-  PA/CENTRE
 KW2330  USGS QUAD   -  JULIAN (1994)
 KW2330
 KW2330                         *CURRENT SURVEY CONTROL
 KW2330  ___________________________________________________________________
 KW2330* NAD 83(1986)-  40 48 59.     (N)    077 52 38.     (W)     SCALED    
 KW2330* NAVD 88     -       326.010  (meters)    1069.58   (feet)  ADJUSTED  
 KW2330  ___________________________________________________________________
 KW2330  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 KW2330  DYNAMIC HT  -         325.849 (meters)    1069.06  (feet)  COMP
 KW2330  MODELED GRAV-     980,121.2   (mgal)                       NAVD 88
 KW2330
 KW2330  VERT ORDER  -  SECOND    CLASS 0
 KW2330
 KW2330.The horizontal coordinates were scaled from a topographic map and have
 KW2330.an estimated accuracy of +/- 6 seconds.
 KW2330
 KW2330.The orthometric height was determined by differential leveling
 KW2330.and adjusted by the National Geodetic Survey in June 1991..
 KW2330
 KW2330.The geoid height was determined by GEOID03.
 KW2330
 KW2330.The dynamic height is computed by dividing the NAVD 88
 KW2330.geopotential number by the normal gravity value computed on the
 KW2330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2330.degrees latitude (g = 980.6199 gals.).
 KW2330
 KW2330.The modeled gravity was interpolated from observed gravity values.
 KW2330
 KW2330;                    North         East    Units  Estimated Accuracy
 KW2330;SPC PA N     -    72,160.      589,270.      MT  (+/- 180 meters Scaled)
 KW2330
 KW2330                          SUPERSEDED SURVEY CONTROL
 KW2330
 KW2330  NGVD 29 (??/??/??)  326.213  (m)         1070.25   (f) ADJUSTED    2 0
 KW2330
 KW2330.Superseded values are not recommended for survey control.
 KW2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2330.See file dsdata.txt to determine how the superseded data were derived.
 KW2330
 KW2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL573223(NAD 83)
 KW2330_MARKER: DB = BENCH MARK DISK
 KW2330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2330_STAMPING: K 37 1934
 KW2330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2330+STABILITY: SURFACE MOTION
 KW2330
 KW2330  HISTORY     - Date     Condition        Report By
 KW2330  HISTORY     - 1934     MONUMENTED       CGS
 KW2330  HISTORY     - 1961     MARK NOT FOUND   USGS
 KW2330
 KW2330                          STATION DESCRIPTION
 KW2330
 KW2330'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW2330'2.8 MI NW FROM STATE COLLEGE.
 KW2330'ABOUT 2.8 MILES NORTHWEST ALONG THE BELLFONTE CENTRAL RAILROAD
 KW2330'FROM STATE COLLEGE, CENTRE COUNTY, ABOUT 600 FEET NORTHWEST OF
 KW2330'MILEPOST 15, 30 FEET SOUTH OF A SECONDARY-ROAD CROSSING, 28
 KW2330'FEET WEST OF THE WEST RAIL, AND ABOUT 2.5 FEET LOWER THAN THE
 KW2330'TOP OF THE RAIL.  A STANDARD DISK, STAMPED K 37 1934 AND SET
 KW2330'IN THE TOP OF THE CONCRETE POST.
 KW2330
 KW2330                          STATION RECOVERY (1961)
 KW2330
 KW2330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KW2330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3365 ***********************************************************************
 KV3365  DESIGNATION -  K 371
 KV3365  PID         -  KV3365
 KV3365  STATE/COUNTY-  PA/LEHIGH
 KV3365  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV3365
 KV3365                         *CURRENT SURVEY CONTROL
 KV3365  ___________________________________________________________________
 KV3365* NAD 83(1986)-  40 36 46.     (N)    075 26 56.     (W)     SCALED    
 KV3365* NAVD 88     -       107.891  (meters)     353.97   (feet)  ADJUSTED  
 KV3365  ___________________________________________________________________
 KV3365  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 KV3365  DYNAMIC HT  -         107.838 (meters)     353.80  (feet)  COMP
 KV3365  MODELED GRAV-     980,134.9   (mgal)                       NAVD 88
 KV3365
 KV3365  VERT ORDER  -  FIRST     CLASS II
 KV3365
 KV3365.The horizontal coordinates were scaled from a topographic map and have
 KV3365.an estimated accuracy of +/- 6 seconds.
 KV3365
 KV3365.The orthometric height was determined by differential leveling
 KV3365.and adjusted by the National Geodetic Survey in June 1991..
 KV3365
 KV3365.The geoid height was determined by GEOID03.
 KV3365
 KV3365.The dynamic height is computed by dividing the NAVD 88
 KV3365.geopotential number by the normal gravity value computed on the
 KV3365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3365.degrees latitude (g = 980.6199 gals.).
 KV3365
 KV3365.The modeled gravity was interpolated from observed gravity values.
 KV3365
 KV3365;                    North         East    Units  Estimated Accuracy
 KV3365;SPC PA S     -   144,600.      794,700.      MT  (+/- 180 meters Scaled)
 KV3365
 KV3365                          SUPERSEDED SURVEY CONTROL
 KV3365
 KV3365.No superseded survey control is available for this station.
 KV3365
 KV3365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK620958(NAD 83)
 KV3365_MARKER: DB = BENCH MARK DISK
 KV3365_SETTING: 66 = SET IN ROCK OUTCROP
 KV3365_SP_SET: ROCK OUTCROP
 KV3365_STAMPING: K 371 1979
 KV3365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV3365+STABILITY: POSITION/ELEVATION WELL
 KV3365
 KV3365  HISTORY     - Date     Condition        Report By
 KV3365  HISTORY     - 1979     MONUMENTED       NGS
 KV3365  HISTORY     - 19950408 GOOD             USPSQD
 KV3365  HISTORY     - 19991209 GOOD             USPSQD
 KV3365
 KV3365                          STATION DESCRIPTION
 KV3365
 KV3365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3365'IN ALLENTOWN.
 KV3365'IN ALLENTOWN 0.5 MILE NORTHEAST ALONG EAST HAAOVER AVENUE FROM THE
 KV3365'NORTHEAST END OF THE EAST HANOVER AVENUE OVERPASS BRIDE OVER THE
 KV3365'LEHIGH RIVER, THENCE 0.05 MILE NORTHWEST AAONG DAUPHIN STREET TO THE
 KV3365'JUNCTION OF TURNER STREET AND THE MARK IN BEDROCK ON THE LEFT, 56.9
 KV3365'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE 319 TURNER STREET,
 KV3365'46 FEET SOUTHWEST OF THE SOUTHWEST CURB OF DAUPHIN STREET, 22.6 FEET
 KV3365'WEST OF A FIRE HYDRANT.
 KV3365'THE MARK IS 3 FT ABOVE STREET.
 KV3365
 KV3365                          STATION RECOVERY (1995)
 KV3365
 KV3365'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3365'RECOVERED IN GOOD CONDITION.
 KV3365
 KV3365                          STATION RECOVERY (1999)
 KV3365
 KV3365'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV3365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3395 ***********************************************************************
 KV3395  DESIGNATION -  K 372
 KV3395  PID         -  KV3395
 KV3395  STATE/COUNTY-  PA/BERKS
 KV3395  USGS QUAD   -  TEMPLE (1983)
 KV3395
 KV3395                         *CURRENT SURVEY CONTROL
 KV3395  ___________________________________________________________________
 KV3395* NAD 83(1986)-  40 24 44.     (N)    075 55 29.     (W)     SCALED    
 KV3395* NAVD 88     -       106.847  (meters)     350.55   (feet)  ADJUSTED  
 KV3395  ___________________________________________________________________
 KV3395  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 KV3395  DYNAMIC HT  -         106.792 (meters)     350.37  (feet)  COMP
 KV3395  MODELED GRAV-     980,110.9   (mgal)                       NAVD 88
 KV3395
 KV3395  VERT ORDER  -  FIRST     CLASS II
 KV3395
 KV3395.The horizontal coordinates were scaled from a topographic map and have
 KV3395.an estimated accuracy of +/- 6 seconds.
 KV3395
 KV3395.The orthometric height was determined by differential leveling
 KV3395.and adjusted by the National Geodetic Survey in June 1991..
 KV3395
 KV3395.The geoid height was determined by GEOID03.
 KV3395
 KV3395.The dynamic height is computed by dividing the NAVD 88
 KV3395.geopotential number by the normal gravity value computed on the
 KV3395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3395.degrees latitude (g = 980.6199 gals.).
 KV3395
 KV3395.The modeled gravity was interpolated from observed gravity values.
 KV3395
 KV3395;                    North         East    Units  Estimated Accuracy
 KV3395;SPC PA S     -   121,400.      754,910.      MT  (+/- 180 meters Scaled)
 KV3395
 KV3395                          SUPERSEDED SURVEY CONTROL
 KV3395
 KV3395.No superseded survey control is available for this station.
 KV3395
 KV3395_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK215739(NAD 83)
 KV3395_MARKER: DB = BENCH MARK DISK
 KV3395_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV3395_SP_SET: STAINLESS STEEL ROD
 KV3395_STAMPING: K 372 1979
 KV3395_PROJECTION: RECESSED 10 CENTIMETERS
 KV3395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3395_ROD/PIPE-DEPTH: 4.57 meters
 KV3395
 KV3395  HISTORY     - Date     Condition        Report By
 KV3395  HISTORY     - 1979     MONUMENTED       NGS
 KV3395  HISTORY     - 19991114 MARK NOT FOUND   USPSQD
 KV3395  HISTORY     - 20020111 MARK NOT FOUND   USPSQD
 KV3395
 KV3395                          STATION DESCRIPTION
 KV3395
 KV3395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3395'IN TEMPLE.
 KV3395'IN TEMPLE, 0.4 MILE NORTH EAST ALONG STATE ROUTE 222 FROM THE JUNCTION
 KV3395'OF TUCKERTON AVENUE, THENCE 0.05 MILE WEST ALONG A PAVED ENTRANCE TO
 KV3395'THE READING DRIVE-IN THEATRE, A PAVED ENTRANCE TO THE MARK ON THE
 KV3395'LEFT, ON THE NORTH SIDE OF POWER POLE ME. Y 1287 WITH 3 TRANSFORMERS,
 KV3395'109 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A CONCRETE BASE SUPPORTING
 KV3395'THE DRIVE-IN PICTURE SCREEN, 14.8 FEET EAST OF POWER POLE PL.JE1
 KV3395'WITH LARGE POWER LINE RUNNING UNDER GROUND, 2 FEET NORTH OF THE POWER
 KV3395'POLE.
 KV3395'THE MARK IS 1 FT  S FROM A WITNESS POST.
 KV3395'THE MARK IS ABOVE LEVEL WITH PAVED DRIVEWAY.
 KV3395
 KV3395                          STATION RECOVERY (1999)
 KV3395
 KV3395'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV3395'MARK NOT FOUND.
 KV3395
 KV3395                          STATION RECOVERY (2002)
 KV3395
 KV3395'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KV3395'OUTDOOR THEATER DESTROYED AND REPLACED A SHOPPING CENTER OVER 10 YEARS
 KV3395'AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1616 ***********************************************************************
 KW1616  DESIGNATION -  K 38
 KW1616  PID         -  KW1616
 KW1616  STATE/COUNTY-  PA/UNION
 KW1616  USGS QUAD   -  BEAVERTOWN (1973)
 KW1616
 KW1616                         *CURRENT SURVEY CONTROL
 KW1616  ___________________________________________________________________
 KW1616* NAD 83(1986)-  40 52 17.     (N)    077 11 18.     (W)     SCALED    
 KW1616* NAVD 88     -       182.990  (meters)     600.36   (feet)  ADJUSTED  
 KW1616  ___________________________________________________________________
 KW1616  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 KW1616  DYNAMIC HT  -         182.903 (meters)     600.07  (feet)  COMP
 KW1616  MODELED GRAV-     980,143.8   (mgal)                       NAVD 88
 KW1616
 KW1616  VERT ORDER  -  SECOND    CLASS 0
 KW1616
 KW1616.The horizontal coordinates were scaled from a topographic map and have
 KW1616.an estimated accuracy of +/- 6 seconds.
 KW1616
 KW1616.The orthometric height was determined by differential leveling
 KW1616.and adjusted by the National Geodetic Survey in June 1991..
 KW1616
 KW1616.The geoid height was determined by GEOID03.
 KW1616
 KW1616.The dynamic height is computed by dividing the NAVD 88
 KW1616.geopotential number by the normal gravity value computed on the
 KW1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1616.degrees latitude (g = 980.6199 gals.).
 KW1616
 KW1616.The modeled gravity was interpolated from observed gravity values.
 KW1616
 KW1616;                    North         East    Units  Estimated Accuracy
 KW1616;SPC PA N     -    78,420.      647,350.      MT  (+/- 180 meters Scaled)
 KW1616
 KW1616                          SUPERSEDED SURVEY CONTROL
 KW1616
 KW1616  NGVD 29 (??/??/??)  183.212  (m)          601.09   (f) ADJUSTED    2 0
 KW1616
 KW1616.Superseded values are not recommended for survey control.
 KW1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1616.See file dsdata.txt to determine how the superseded data were derived.
 KW1616
 KW1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL155267(NAD 83)
 KW1616_MARKER: DB = BENCH MARK DISK
 KW1616_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1616_SP_SET: ABUTMENT
 KW1616_STAMPING: K 38 1934
 KW1616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1616
 KW1616  HISTORY     - Date     Condition        Report By
 KW1616  HISTORY     - 1934     MONUMENTED       CGS
 KW1616
 KW1616                          STATION DESCRIPTION
 KW1616
 KW1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1616'2.7 MI W FROM MILLMONT.
 KW1616'1,100 FEET EAST OF MILEPOST 19, AT 60 FOOT PLATE GIRDER BRIDGE
 KW1616'18 80, IN THE NORTH END OF THE WEST ABUTMENT, 3 FEET NORTH
 KW1616'OF THE NORTH RAIL, AND ABOUT 4.5 FEET LOWER THAN THE TOP OF THE
 KW1616'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1662 ***********************************************************************
 KW1662  DESIGNATION -  K 39
 KW1662  PID         -  KW1662
 KW1662  STATE/COUNTY-  PA/SNYDER
 KW1662  USGS QUAD   -  BEAVER SPRINGS (1978)
 KW1662
 KW1662                         *CURRENT SURVEY CONTROL
 KW1662  ___________________________________________________________________
 KW1662* NAD 83(1986)-  40 44 51.     (N)    077 12 33.     (W)     SCALED    
 KW1662* NAVD 88     -       178.910  (meters)     586.97   (feet)  ADJUSTED  
 KW1662  ___________________________________________________________________
 KW1662  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KW1662  DYNAMIC HT  -         178.825 (meters)     586.70  (feet)  COMP
 KW1662  MODELED GRAV-     980,147.4   (mgal)                       NAVD 88
 KW1662
 KW1662  VERT ORDER  -  SECOND    CLASS 0
 KW1662
 KW1662.The horizontal coordinates were scaled from a topographic map and have
 KW1662.an estimated accuracy of +/- 6 seconds.
 KW1662
 KW1662.The orthometric height was determined by differential leveling
 KW1662.and adjusted by the National Geodetic Survey in June 1991..
 KW1662
 KW1662.The geoid height was determined by GEOID03.
 KW1662
 KW1662.The dynamic height is computed by dividing the NAVD 88
 KW1662.geopotential number by the normal gravity value computed on the
 KW1662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1662.degrees latitude (g = 980.6199 gals.).
 KW1662
 KW1662.The modeled gravity was interpolated from observed gravity values.
 KW1662
 KW1662;                    North         East    Units  Estimated Accuracy
 KW1662;SPC PA S     -   157,160.      645,680.      MT  (+/- 180 meters Scaled)
 KW1662
 KW1662                          SUPERSEDED SURVEY CONTROL
 KW1662
 KW1662  NGVD 29 (??/??/??)  179.136  (m)          587.72   (f) ADJUSTED    2 0
 KW1662
 KW1662.Superseded values are not recommended for survey control.
 KW1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1662.See file dsdata.txt to determine how the superseded data were derived.
 KW1662
 KW1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL134130(NAD 83)
 KW1662_MARKER: DB = BENCH MARK DISK
 KW1662_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1662_SP_SET: ABUTMENT
 KW1662_STAMPING: K 39 1934
 KW1662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1662
 KW1662  HISTORY     - Date     Condition        Report By
 KW1662  HISTORY     - 1934     MONUMENTED       CGS
 KW1662  HISTORY     - 1941     GOOD             CGS
 KW1662  HISTORY     - 1966     GOOD             USGS
 KW1662
 KW1662                          STATION DESCRIPTION
 KW1662
 KW1662'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1662'AT BEAVER SPRINGS.
 KW1662'AT BEAVER SPRINGS, 500 FEET EAST OF THE PENNSYLVANIA RAILROAD
 KW1662'STATION, 40 FEET EAST OF A MACADAMIZED STREET, AT RAILROAD
 KW1662'BRIDGE 23.26, IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT,
 KW1662'13 FEET NORTH OF THE CENTER LINE OF THE TRACK, 4 FEET LOWER THEN
 KW1662'THE TOP OF THE RAIL.
 KW1662
 KW1662                          STATION RECOVERY (1941)
 KW1662
 KW1662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 KW1662'RECOVERED IN GOOD CONDITION.
 KW1662
 KW1662                          STATION RECOVERY (1966)
 KW1662
 KW1662'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KW1662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI3261 ***********************************************************************
 AI3261  DESIGNATION -  K 4 RESET
 AI3261  PID         -  AI3261
 AI3261  STATE/COUNTY-  PA/CUMBERLAND
 AI3261  USGS QUAD   -  LEMOYNE (1987)
 AI3261
 AI3261                         *CURRENT SURVEY CONTROL
 AI3261  ___________________________________________________________________
 AI3261* NAD 83(1986)-  40 14 45.     (N)    076 53 35.     (W)     SCALED    
 AI3261* NAVD 88     -       112.74   (meters)     369.9    (feet)  RESET     
 AI3261  ___________________________________________________________________
 AI3261  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 AI3261
 AI3261  VERT ORDER  -  THIRD
 AI3261
 AI3261.The horizontal coordinates were scaled from a topographic map and have
 AI3261.an estimated accuracy of +/- 6 seconds.
 AI3261
 AI3261.The orthometric height was computed from unverified reset data.
 AI3261.No vertical observational check was made to the station.
 AI3261
 AI3261.The geoid height was determined by GEOID03.
 AI3261
 AI3261;                    North         East    Units  Estimated Accuracy
 AI3261;SPC PA S     -   101,670.      672,910.      MT  (+/- 180 meters Scaled)
 AI3261
 AI3261                          SUPERSEDED SURVEY CONTROL
 AI3261
 AI3261.No superseded survey control is available for this station.
 AI3261
 AI3261_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK389567(NAD 83)
 AI3261_MARKER: DV = VERTICAL CONTROL DISK
 AI3261_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AI3261_SP_SET: BRIDGE RETAINING WALL
 AI3261_STAMPING: K 4 RESET 1999
 AI3261_MARK LOGO: NGS   
 AI3261_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3261_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3261+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2004
 AI3261
 AI3261  HISTORY     - Date     Condition        Report By
 AI3261  HISTORY     - 1999     MONUMENTED       LOCSUR
 AI3261  HISTORY     - 20041128 GOOD             GEOCAC
 AI3261
 AI3261                          STATION DESCRIPTION
 AI3261
 AI3261'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (KRS)
 AI3261'THE STATION IS JUST WEST OF HARRISBURG, AT LEMOYNE, SET VERTICALLY IN
 AI3261'THE SOUTHEAST CONCRETE RETAINING WALL OF THE 3RD STREET BRIDGE
 AI3261'OVERCROSSING OF THE NORTHFOLK SOUTHERN RAILROAD TRACKS.  TO REACH THE
 AI3261'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 83 AND SOUTH 3RD
 AI3261'STREET, JUST WEST OF THE SUSQUEHANNA RIVER, GO NORTHWEST ON SOUTH 3RD
 AI3261'STREET OVER BRIDGE CROSSING RAILROAD TRACKS FOR 0.7 KM (0.45 MI) TO
 AI3261'THE PARKING AREA BEHIND LOCAL SHOPS IN THE SOUTHWEST CORNER OF 3RD
 AI3261'STREET AND MARKET STREET.  PARK AND WALK SOUTHEAST ACROSS TRACKS AND
 AI3261'UNDER BRIDGE TO THE STATION.  THE STATION IS SET VERTICALLY IN THE
 AI3261'SOUTHEAST RETAINING WALL OF THE 3RD STREET BRIDGE ABOUT 1.2 M (3.9 FT)
 AI3261'ABOVE THE GROUND, ABOUT 33.0 M (108.3 FT) SOUTHEAST OF THE RAILROAD
 AI3261'TRACKS, AND 4.5 M (14.8 FT) BELOW 3RD STREET.
 AI3261
 AI3261                          STATION RECOVERY (2004)
 AI3261
 AI3261'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 AI3261'AREA AT THE BASE OF THE RETAINING WALL HAS BEEN FILLED IN AND MARK IS
 AI3261'NOW APPROXIMATELY 1 FOOT FROM GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0049 ***********************************************************************
 KW0049  DESIGNATION -  K 40
 KW0049  PID         -  KW0049
 KW0049  STATE/COUNTY-  PA/SCHUYLKILL
 KW0049  USGS QUAD   -  DELANO (1976)
 KW0049
 KW0049                         *CURRENT SURVEY CONTROL
 KW0049  ___________________________________________________________________
 KW0049* NAD 83(1986)-  40 48 47.     (N)    076 05 23.     (W)     SCALED    
 KW0049* NAVD 88     -       402.428  (meters)    1320.30   (feet)  ADJUSTED  
 KW0049  ___________________________________________________________________
 KW0049  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 KW0049  DYNAMIC HT  -         402.222 (meters)    1319.62  (feet)  COMP
 KW0049  MODELED GRAV-     980,099.1   (mgal)                       NAVD 88
 KW0049
 KW0049  VERT ORDER  -  SECOND    CLASS 0
 KW0049
 KW0049.The horizontal coordinates were scaled from a topographic map and have
 KW0049.an estimated accuracy of +/- 6 seconds.
 KW0049
 KW0049.The orthometric height was determined by differential leveling
 KW0049.and adjusted by the National Geodetic Survey in June 1991..
 KW0049
 KW0049.The geoid height was determined by GEOID03.
 KW0049
 KW0049.The dynamic height is computed by dividing the NAVD 88
 KW0049.geopotential number by the normal gravity value computed on the
 KW0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0049.degrees latitude (g = 980.6199 gals.).
 KW0049
 KW0049.The modeled gravity was interpolated from observed gravity values.
 KW0049
 KW0049;                    North         East    Units  Estimated Accuracy
 KW0049;SPC PA S     -   165,620.      740,070.      MT  (+/- 180 meters Scaled)
 KW0049
 KW0049                          SUPERSEDED SURVEY CONTROL
 KW0049
 KW0049  NGVD 29 (??/??/??)  402.620  (m)         1320.93   (f) ADJUSTED    2 0
 KW0049
 KW0049.Superseded values are not recommended for survey control.
 KW0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0049.See file dsdata.txt to determine how the superseded data were derived.
 KW0049
 KW0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL080185(NAD 83)
 KW0049_MARKER: DB = BENCH MARK DISK
 KW0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0049_STAMPING: K 40 1934
 KW0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0049+STABILITY: SURFACE MOTION
 KW0049
 KW0049  HISTORY     - Date     Condition        Report By
 KW0049  HISTORY     - 1934     MONUMENTED       CGS
 KW0049  HISTORY     - 1954     MARK NOT FOUND   CGS
 KW0049
 KW0049                          STATION DESCRIPTION
 KW0049
 KW0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0049'AT MAHANOY TUNNEL.
 KW0049'AT MAHANOY TUNNEL, SCHUYLKILL COUNTY, ON THE READING CO RAILWAY,
 KW0049'ABOUT 340 FEET SOUTH OF THE SOUTH PORTAL OF THE TUNNEL, ABOUT
 KW0049'75 FEET NORTH OF THE B.F. SIGNAL STATION, ABOUT 50 FEET EAST OF
 KW0049'THE CENTER LINE OF THE TRACK, AND ABOUT 1.5 FEET HIGHER THAN
 KW0049'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED K 40 1934 AN SET IN
 KW0049'THE TOP OF A CONCRETE POST.
 KW0049
 KW0049                          STATION RECOVERY (1954)
 KW0049
 KW0049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 KW0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2407 ***********************************************************************
 LY2407  DESIGNATION -  K 400
 LY2407  PID         -  LY2407
 LY2407  STATE/COUNTY-  PA/SUSQUEHANNA
 LY2407  USGS QUAD   -  GREAT BEND (1992)
 LY2407
 LY2407                         *CURRENT SURVEY CONTROL
 LY2407  ___________________________________________________________________
 LY2407* NAD 83(1986)-  41 57 40.     (N)    075 42 23.     (W)     SCALED    
 LY2407* NAVD 88     -       286.469  (meters)     939.86   (feet)  ADJUSTED  
 LY2407  ___________________________________________________________________
 LY2407  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 LY2407  DYNAMIC HT  -         286.362 (meters)     939.51  (feet)  COMP
 LY2407  MODELED GRAV-     980,242.2   (mgal)                       NAVD 88
 LY2407
 LY2407  VERT ORDER  -  FIRST     CLASS II
 LY2407
 LY2407.The horizontal coordinates were scaled from a topographic map and have
 LY2407.an estimated accuracy of +/- 6 seconds.
 LY2407
 LY2407.The orthometric height was determined by differential leveling
 LY2407.and adjusted by the National Geodetic Survey in June 1991..
 LY2407
 LY2407.The geoid height was determined by GEOID03.
 LY2407
 LY2407.The dynamic height is computed by dividing the NAVD 88
 LY2407.geopotential number by the normal gravity value computed on the
 LY2407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2407.degrees latitude (g = 980.6199 gals.).
 LY2407
 LY2407.The modeled gravity was interpolated from observed gravity values.
 LY2407
 LY2407;                    North         East    Units  Estimated Accuracy
 LY2407;SPC PA N     -   201,280.      769,400.      MT  (+/- 180 meters Scaled)
 LY2407
 LY2407                          SUPERSEDED SURVEY CONTROL
 LY2407
 LY2407.No superseded survey control is available for this station.
 LY2407
 LY2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM414457(NAD 83)
 LY2407_MARKER: I = METAL ROD
 LY2407_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2407_SP_SET: STAINLESS STEEL ROD
 LY2407_STAMPING: K 400 1982
 LY2407_MARK LOGO: NGS   
 LY2407_PROJECTION: FLUSH
 LY2407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2407_ROD/PIPE-DEPTH: 3.2  meters
 LY2407
 LY2407  HISTORY     - Date     Condition        Report By
 LY2407  HISTORY     - 1982     MONUMENTED       NGS
 LY2407
 LY2407                          STATION DESCRIPTION
 LY2407
 LY2407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2407'9.25 KM (5.75 MI) WEST FROM OAKLAND.
 LY2407'9.25 KM (5.75 MI) WEST ALONG STATE HIGHWAY 171 FROM THE JUNCTION OF
 LY2407'STATE HIGHWAY 92 IN OAKLAND, TO THE MARK ON THE LEFT, ALSO 4.25 KM
 LY2407'(2.65 MI) EAST ALONG STATE HIGHWAY 171 FROM THE JUNCTION OF U.S.
 LY2407'HIGHWAY 11 IN GREAT BEND, 8.00 METERS (26.2 FT) WEST OF THE CENTER
 LY2407'LINE OF THE HIGHWAY, 1.0 METER (3.2 FT) NORTHWEST OF THE SOUTHEAST END
 LY2407'OF A STEEL CABLE GUARDRAIL, 2.10 METERS (6.8 FT) NORTHEAST OF A 9-INCH
 LY2407'ELM TREE WITH A TRIANGLE BLAZE.  NOTE--SEVERAL ATTEMPTS WERE MADE TO
 LY2407'DRIVE THE ROD, ROD DRIVEN TO REFUSAL AND EMBEDDED AT 3.2 METERS.
 LY2407'THE MARK IS 0.27 METERS  E FROM A WITNESS POST.
 LY2407'THE MARK IS 0.15 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1788 ***********************************************************************
 KX1788  DESIGNATION -  K 401
 KX1788  PID         -  KX1788
 KX1788  STATE/COUNTY-  PA/ARMSTRONG
 KX1788  USGS QUAD   -  MOSGROVE (1993)
 KX1788
 KX1788                         *CURRENT SURVEY CONTROL
 KX1788  ___________________________________________________________________
 KX1788* NAD 83(1986)-  40 48 54.     (N)    079 27 32.     (W)     SCALED    
 KX1788* NAVD 88     -       300.940  (meters)     987.33   (feet)  ADJUSTED  
 KX1788  ___________________________________________________________________
 KX1788  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 KX1788  DYNAMIC HT  -         300.792 (meters)     986.85  (feet)  COMP
 KX1788  MODELED GRAV-     980,124.4   (mgal)                       NAVD 88
 KX1788
 KX1788  VERT ORDER  -  FIRST     CLASS II
 KX1788
 KX1788.The horizontal coordinates were scaled from a topographic map and have
 KX1788.an estimated accuracy of +/- 6 seconds.
 KX1788
 KX1788.The orthometric height was determined by differential leveling
 KX1788.and adjusted by the National Geodetic Survey in June 1991..
 KX1788
 KX1788.The geoid height was determined by GEOID03.
 KX1788
 KX1788.The dynamic height is computed by dividing the NAVD 88
 KX1788.geopotential number by the normal gravity value computed on the
 KX1788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1788.degrees latitude (g = 980.6199 gals.).
 KX1788
 KX1788.The modeled gravity was interpolated from observed gravity values.
 KX1788
 KX1788;                    North         East    Units  Estimated Accuracy
 KX1788;SPC PA S     -   165,920.      455,830.      MT  (+/- 180 meters Scaled)
 KX1788
 KX1788                          SUPERSEDED SURVEY CONTROL
 KX1788
 KX1788  NGVD 29 (06/03/92)  301.117  (m)          987.91   (f) ADJUSTED    1 2
 KX1788
 KX1788.Superseded values are not recommended for survey control.
 KX1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1788.See file dsdata.txt to determine how the superseded data were derived.
 KX1788
 KX1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF299193(NAD 83)
 KX1788_MARKER: I = METAL ROD
 KX1788_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KX1788_SP_SET: STAINLESS STEEL ROD
 KX1788_STAMPING: K 401 1982
 KX1788_MARK LOGO: NGS   
 KX1788_PROJECTION: FLUSH
 KX1788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1788_ROD/PIPE-DEPTH: 3.3  meters
 KX1788
 KX1788  HISTORY     - Date     Condition        Report By
 KX1788  HISTORY     - 1982     MONUMENTED       NGS
 KX1788  HISTORY     - 1993     GOOD             USPSQD
 KX1788  HISTORY     - 20040422 GOOD             PADT
 KX1788
 KX1788                          STATION DESCRIPTION
 KX1788
 KX1788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1788'IN SUNNYSIDE.
 KX1788'IN SUNNYSIDE, 1.04 KM (0.65 MI) EAST OF THE WEST END OF THE HIGHWAY
 KX1788'BRIDGE OVER COWANSHANNOCK CREEK, TO THE MARK ON THE LEFT, ON THE
 KX1788'NORTHWEST
 KX1788'SIDE OF A TELEPHONE POLE LOCATED AT THE NORTHEAST EDGE OF PROPERTY OF
 KX1788'A GULF SERVICE STATION, 11.20 METERS (36.9 FT) SOUTH OF THE SOUTH
 KX1788'CORNER OF THE CONCRETE FOUNDATION OF A SINGLE-STORY FRAME HOUSE,
 KX1788'7.20 METERS (23.6 FT) EAST SOUTHEAST OF THE EAST CORNER OF A CONCRETE
 KX1788'BLOCK GARAGE OF A GULF SERVICE STATION, 6.50 METERS (21.3 FT)
 KX1788'NORTHWEST OF THE CENTER OF THE HIGHWAY, AND 0.50 METERS (1.6 FT)
 KX1788'NORTHWEST OF TELEPHONE POLE 408321.  NOTE, THE ROD WAS DRIVEN TO
 KX1788'REFUSAL AT 3.3 METERS (10.8 FT).
 KX1788'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 KX1788
 KX1788                          STATION RECOVERY (1993)
 KX1788
 KX1788'RECOVERY NOTE BY US POWER SQUADRON 1993 (JWB)
 KX1788'RECOVERED IN GOOD CONDITION.
 KX1788
 KX1788                          STATION RECOVERY (2004)
 KX1788
 KX1788'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (RAF)
 KX1788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1822 ***********************************************************************
 KX1822  DESIGNATION -  K 402
 KX1822  PID         -  KX1822
 KX1822  STATE/COUNTY-  PA/INDIANA
 KX1822  USGS QUAD   -  PLUMVILLE (1977)
 KX1822
 KX1822                         *CURRENT SURVEY CONTROL
 KX1822  ___________________________________________________________________
 KX1822* NAD 83(1986)-  40 47 42.     (N)    079 09 56.     (W)     SCALED    
 KX1822* NAVD 88     -       371.408  (meters)    1218.53   (feet)  ADJUSTED  
 KX1822  ___________________________________________________________________
 KX1822  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KX1822  DYNAMIC HT  -         371.224 (meters)    1217.92  (feet)  COMP
 KX1822  MODELED GRAV-     980,118.4   (mgal)                       NAVD 88
 KX1822
 KX1822  VERT ORDER  -  FIRST     CLASS II
 KX1822
 KX1822.The horizontal coordinates were scaled from a topographic map and have
 KX1822.an estimated accuracy of +/- 6 seconds.
 KX1822
 KX1822.The orthometric height was determined by differential leveling
 KX1822.and adjusted by the National Geodetic Survey in June 1991..
 KX1822
 KX1822.The geoid height was determined by GEOID03.
 KX1822
 KX1822.The dynamic height is computed by dividing the NAVD 88
 KX1822.geopotential number by the normal gravity value computed on the
 KX1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1822.degrees latitude (g = 980.6199 gals.).
 KX1822
 KX1822.The modeled gravity was interpolated from observed gravity values.
 KX1822
 KX1822;                    North         East    Units  Estimated Accuracy
 KX1822;SPC PA S     -   163,260.      480,540.      MT  (+/- 180 meters Scaled)
 KX1822
 KX1822                          SUPERSEDED SURVEY CONTROL
 KX1822
 KX1822  NGVD 29 (06/03/92)  371.579  (m)         1219.09   (f) ADJUSTED    1 2
 KX1822
 KX1822.Superseded values are not recommended for survey control.
 KX1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1822.See file dsdata.txt to determine how the superseded data were derived.
 KX1822
 KX1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF547176(NAD 83)
 KX1822_MARKER: I = METAL ROD
 KX1822_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KX1822_SP_SET: STAINLESS STEEL ROD
 KX1822_STAMPING: K 402 1982
 KX1822_MARK LOGO: NGS   
 KX1822_PROJECTION: FLUSH
 KX1822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1822_ROD/PIPE-DEPTH: 3.7  meters
 KX1822
 KX1822  HISTORY     - Date     Condition        Report By
 KX1822  HISTORY     - 1982     MONUMENTED       NGS
 KX1822
 KX1822                          STATION DESCRIPTION
 KX1822
 KX1822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1822'1.6 KM (1.0 MI) NE FROM PLUMVILLE.
 KX1822'0.08 KM (0.05 MI) NORTHEAST ALONG STATE HIGHWAY 210 NORTH FROM THE
 KX1822'JUNCTION OF STATE HIGHWAY 85 IN PLUMVILLE TO THE MARK ON THE LEFT.
 KX1822'JUST EAST OF THE NORTHEAST CORNER OF A FENCE AROUND A PROPANE GAS
 KX1822'TANK.  13.3 METERS (43.5 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY
 KX1822'210, 22.6 METERS (74.0 FT) EAST OF THE SOUTHEAST CORNER OF THE
 KX1822'CITIZENS AMBULANCE SERVICE BUILDING, 2.3 METERS (7.5 FT) SOUTHEAST OF
 KX1822'THE SOUTHEAST CORNER OF THE FENCE AROUND A PROPANE GAS TANK.
 KX1822'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1854 ***********************************************************************
 KX1854  CBN         -  This is a Cooperative Base Network Control Station.
 KX1854  DESIGNATION -  K 403
 KX1854  PID         -  KX1854
 KX1854  STATE/COUNTY-  PA/JEFFERSON
 KX1854  USGS QUAD   -  PUNXSUTAWNEY (1994)
 KX1854
 KX1854                         *CURRENT SURVEY CONTROL
 KX1854  ___________________________________________________________________
 KX1854* NAD 83(1992)-  40 57 38.31198(N)    078 55 00.77567(W)     ADJUSTED  
 KX1854* NAVD 88     -       396.318  (meters)    1300.25   (feet)  ADJUSTED  
 KX1854  ___________________________________________________________________
 KX1854  X           -     927,279.634 (meters)                     COMP
 KX1854  Y           -  -4,733,766.361 (meters)                     COMP
 KX1854  Z           -   4,159,361.988 (meters)                     COMP
 KX1854  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 KX1854  ELLIP HEIGHT-         363.78  (meters)          (03/28/01) GPS OBS
 KX1854  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KX1854  DYNAMIC HT  -         396.122 (meters)    1299.61  (feet)  COMP
 KX1854  MODELED GRAV-     980,118.0   (mgal)                       NAVD 88
 KX1854
 KX1854  HORZ ORDER  -  A
 KX1854  VERT ORDER  -  FIRST     CLASS II
 KX1854  ELLP ORDER  -  THIRD     CLASS II
 KX1854
 KX1854.The horizontal coordinates were established by GPS observations
 KX1854.and adjusted by the National Geodetic Survey in March 2001..
 KX1854
 KX1854.The orthometric height was determined by differential leveling
 KX1854.and adjusted by the National Geodetic Survey in June 1991..
 KX1854
 KX1854.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KX1854
 KX1854.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1854
 KX1854.The ellipsoidal height was determined by GPS observations
 KX1854.and is referenced to NAD 83.
 KX1854
 KX1854.The geoid height was determined by GEOID03.
 KX1854
 KX1854.The dynamic height is computed by dividing the NAVD 88
 KX1854.geopotential number by the normal gravity value computed on the
 KX1854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1854.degrees latitude (g = 980.6199 gals.).
 KX1854
 KX1854.The modeled gravity was interpolated from observed gravity values.
 KX1854
 KX1854;                    North         East     Units Scale Factor Converg.
 KX1854;SPC PA N     -    88,835.729   501,769.889   MT  0.99998842   -0 46 19.0
 KX1854;SPC PA N     -   291,455.22  1,646,223.38   sFT  0.99998842   -0 46 19.0
 KX1854;UTM  17      - 4,536,477.543   675,303.080   MT  0.99997825   +1 21 57.3
 KX1854
 KX1854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX1854!SPC PA N     -   0.99994294  x   0.99998842  =   0.99993136
 KX1854!UTM  17      -   0.99994294  x   0.99997825  =   0.99992119
 KX1854
 KX1854                          SUPERSEDED SURVEY CONTROL
 KX1854
 KX1854  NAVD 88 (03/28/01)  396.32   (m)         1300.3    (f) LEVELING    3  
 KX1854  NGVD 29 (06/03/92)  396.474  (m)         1300.77   (f) ADJUSTED    1 2
 KX1854
 KX1854.Superseded values are not recommended for survey control.
 KX1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1854.See file dsdata.txt to determine how the superseded data were derived.
 KX1854
 KX1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF7530336478(NAD 83)
 KX1854_MARKER: I = METAL ROD
 KX1854_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KX1854_SP_SET: STAINLESS STEEL ROD
 KX1854_STAMPING: K 403 1982
 KX1854_MARK LOGO: NGS   
 KX1854_PROJECTION: FLUSH
 KX1854_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX1854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX1854+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2002
 KX1854_ROD/PIPE-DEPTH: 4.90 meters
 KX1854
 KX1854  HISTORY     - Date     Condition        Report By
 KX1854  HISTORY     - 1982     MONUMENTED       NGS
 KX1854  HISTORY     - 20000410 GOOD             PADT
 KX1854  HISTORY     - 20020730 GOOD             PADT
 KX1854
 KX1854                          STATION DESCRIPTION
 KX1854
 KX1854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1854'5.5 KM (3.4 MI) NE FROM PUNXSUTAWNEY.
 KX1854'5.5 KM (3.4 MI) NORTHEAST ALONG STATE HIGHWAY 119 NORTH FROM THE
 KX1854'CIVIC CENTER AND MUNICIPAL COMPLEX IN PUNXSUTAWNEY TO THE MARK ON
 KX1854'THE RIGHT.  AT A SIDE ROAD RIGHT AT BROWN BRIDGE ROAD.  8.4 METERS
 KX1854'(27.5 FT) SOUTHWEST FROM CENTERLINE OF U.S. HIGHWAY 119, 16.2 METERS
 KX1854'(53.0 FT) NORTHEAST FROM CENTER OF BROWN BRIDGE ROAD, AND 1.9 METERS
 KX1854'(6.5 FT) SOUTHEAST FROM END OF GUARD RAIL.
 KX1854'THE MARK IS 0.55 METERS  N FROM A WITNESS POST.
 KX1854'THE MARK IS 0.60 M BELOW HIGHWAY.
 KX1854
 KX1854                          STATION RECOVERY (2000)
 KX1854
 KX1854'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (TM)
 KX1854'TO REACH THE STATION FROM THE INTERSECTION OF US ROUTE 119 AND
 KX1854'STATE ROUTE 310 IN PUNXSUTAWNEY, PROCEED 3.0 MI (4.8 KM) NORTHEAST
 KX1854'ON US ROUTE119 TO THE STATION ON THE RIGHT, 53 FT (16.2 M) NORTHEAST
 KX1854'FROM THE INTERSECTION OF BROWN BRIDGE ROAD (T-525) AND US ROUTE
 KX1854'119.
 KX1854' 
 KX1854' 
 KX1854' 
 KX1854'
 KX1854
 KX1854                          STATION RECOVERY (2002)
 KX1854
 KX1854'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (BH)
 KX1854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1894 ***********************************************************************
 KX1894  DESIGNATION -  K 404
 KX1894  PID         -  KX1894
 KX1894  STATE/COUNTY-  PA/ARMSTRONG
 KX1894  USGS QUAD   -  EAST BRADY (1993)
 KX1894
 KX1894                         *CURRENT SURVEY CONTROL
 KX1894  ___________________________________________________________________
 KX1894* NAD 83(1986)-  40 55 14.     (N)    079 36 46.     (W)     SCALED    
 KX1894* NAVD 88     -       447.218  (meters)    1467.25   (feet)  ADJUSTED  
 KX1894  ___________________________________________________________________
 KX1894  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 KX1894  DYNAMIC HT  -         447.003 (meters)    1466.54  (feet)  COMP
 KX1894  MODELED GRAV-     980,129.3   (mgal)                       NAVD 88
 KX1894
 KX1894  VERT ORDER  -  FIRST     CLASS II
 KX1894
 KX1894.The horizontal coordinates were scaled from a topographic map and have
 KX1894.an estimated accuracy of +/- 6 seconds.
 KX1894
 KX1894.The orthometric height was determined by differential leveling
 KX1894.and adjusted by the National Geodetic Survey in June 1991..
 KX1894
 KX1894.The geoid height was determined by GEOID03.
 KX1894
 KX1894.The dynamic height is computed by dividing the NAVD 88
 KX1894.geopotential number by the normal gravity value computed on the
 KX1894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1894.degrees latitude (g = 980.6199 gals.).
 KX1894
 KX1894.The modeled gravity was interpolated from observed gravity values.
 KX1894
 KX1894;                    North         East    Units  Estimated Accuracy
 KX1894;SPC PA S     -   177,900.      443,100.      MT  (+/- 180 meters Scaled)
 KX1894
 KX1894                          SUPERSEDED SURVEY CONTROL
 KX1894
 KX1894  NGVD 29 (06/03/92)  447.397  (m)         1467.84   (f) ADJUSTED    1 2
 KX1894
 KX1894.Superseded values are not recommended for survey control.
 KX1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1894.See file dsdata.txt to determine how the superseded data were derived.
 KX1894
 KX1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF168308(NAD 83)
 KX1894_MARKER: I = METAL ROD
 KX1894_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KX1894_SP_SET: STAINLESS STEEL ROD
 KX1894_STAMPING: K 404 1982
 KX1894_MARK LOGO: NGS   
 KX1894_PROJECTION: FLUSH
 KX1894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1894_ROD/PIPE-DEPTH: 1.2  meters
 KX1894
 KX1894  HISTORY     - Date     Condition        Report By
 KX1894  HISTORY     - 1982     MONUMENTED       NGS
 KX1894
 KX1894                          STATION DESCRIPTION
 KX1894
 KX1894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1894'3.8 KM (2.35 MI) NORTH FROM COWANSVILLE.
 KX1894'3.8 KM (2.35 MI) NORTH ALONG STATE HIGHWAY 268 FROM THE POST OFFICE IN
 KX1894'COWANSVILLE TO MARK SET AT POWER POLE NO. 30 JUST BEFORE REACHING
 KX1894'BELLS DAIRY BAR, 10.0 METERS (32.5 FT) NORTHEAST FROM
 KX1894'CENTERLINE OF STATE HIGHWAY 268, 10.4 METERS (34.0 FT) EAST OF
 KX1894'DRIVEWAY LEADING TO HOUSE BEHIND DAIRY BAR, 29.0 METERS (95.0 FT)
 KX1894'EAST OF LIGHT POLE WITH SIGN (BELLS DAIRY BAR) AND 0.6 METER
 KX1894'(2.0 FT) NORTHEAST FROM POWER POLE NO. 30.
 KX1894'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 KX1894'THE MARK IS 0.6 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0148 ***********************************************************************
 ND0148  DESIGNATION -  K 405
 ND0148  PID         -  ND0148
 ND0148  STATE/COUNTY-  PA/ERIE
 ND0148  USGS QUAD   -  ERIE SOUTH (1996)
 ND0148
 ND0148                         *CURRENT SURVEY CONTROL
 ND0148  ___________________________________________________________________
 ND0148* NAD 83(1986)-  42 01 32.     (N)    080 01 05.     (W)     SCALED    
 ND0148* NAVD 88     -       376.842  (meters)    1236.36   (feet)  ADJUSTED  
 ND0148  ___________________________________________________________________
 ND0148  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 ND0148  DYNAMIC HT  -         376.694 (meters)    1235.87  (feet)  COMP
 ND0148  MODELED GRAV-     980,218.4   (mgal)                       NAVD 88
 ND0148
 ND0148  VERT ORDER  -  FIRST     CLASS II
 ND0148
 ND0148.The horizontal coordinates were scaled from a topographic map and have
 ND0148.an estimated accuracy of +/- 6 seconds.
 ND0148
 ND0148.The orthometric height was determined by differential leveling
 ND0148.and adjusted by the National Geodetic Survey in June 1991..
 ND0148
 ND0148.The geoid height was determined by GEOID03.
 ND0148
 ND0148.The dynamic height is computed by dividing the NAVD 88
 ND0148.geopotential number by the normal gravity value computed on the
 ND0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0148.degrees latitude (g = 980.6199 gals.).
 ND0148
 ND0148.The modeled gravity was interpolated from observed gravity values.
 ND0148
 ND0148;                    North         East    Units  Estimated Accuracy
 ND0148;SPC PA N     -   208,900.      412,180.      MT  (+/- 180 meters Scaled)
 ND0148
 ND0148                          SUPERSEDED SURVEY CONTROL
 ND0148
 ND0148  NGVD 29 (06/03/92)  377.009  (m)         1236.90   (f) ADJUSTED    1 2
 ND0148
 ND0148.Superseded values are not recommended for survey control.
 ND0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0148.See file dsdata.txt to determine how the superseded data were derived.
 ND0148
 ND0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG812530(NAD 83)
 ND0148_MARKER: I = METAL ROD
 ND0148_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ND0148_SP_SET: STAINLESS STEEL ROD
 ND0148_STAMPING: K 405 1982
 ND0148_MARK LOGO: NGS   
 ND0148_PROJECTION: FLUSH
 ND0148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0148_ROD/PIPE-DEPTH: 2.4  meters
 ND0148
 ND0148  HISTORY     - Date     Condition        Report By
 ND0148  HISTORY     - 1982     MONUMENTED       NGS
 ND0148
 ND0148                          STATION DESCRIPTION
 ND0148
 ND0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ND0148'10.1 KM (6.25 MI) NW FROM WATERFORD.
 ND0148'10.1 KM (6.25 MI) NORTHWEST FROM THE POST OFFICE IN WATERFORD ALONG
 ND0148'STATE HIGHWAY 97 AND U.S. HIGHWAY 19 (HIGH STREET), THENCE
 ND0148'NORTHWESTERLY ALONG STATE HIGHWAY 97 TO A GRAVEL ROAD RIGHT (JACKSON
 ND0148'STATION ROAD) AND AT POWER POLE NO. B-4137, 22.5 METERS (74.0
 ND0148'FT) EAST-NORTHEAST OF CENTERLINE OF STATE HIGHWAY 97, 5.8 METERS
 ND0148'(19.0 FT) NORTH-NORTHWEST OF CENTER OF GRAVELED ROAD (JACKSON
 ND0148'STATION ROAD) AND 0.5 METER (1.5 FT) NORTH OF POWER POLE NO. B-4137.
 ND0148'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 ND0148'THE MARK IS 1.5 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1765 ***********************************************************************
 MB1765  DESIGNATION -  K 406
 MB1765  PID         -  MB1765
 MB1765  STATE/COUNTY-  PA/CRAWFORD
 MB1765  USGS QUAD   -  MEADVILLE (1990)
 MB1765
 MB1765                         *CURRENT SURVEY CONTROL
 MB1765  ___________________________________________________________________
 MB1765* NAD 83(1986)-  41 39 56.     (N)    080 10 01.     (W)     SCALED    
 MB1765* NAVD 88     -       354.332  (meters)    1162.50   (feet)  ADJUSTED  
 MB1765  ___________________________________________________________________
 MB1765  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 MB1765  DYNAMIC HT  -         354.186 (meters)    1162.03  (feet)  COMP
 MB1765  MODELED GRAV-     980,202.2   (mgal)                       NAVD 88
 MB1765
 MB1765  VERT ORDER  -  FIRST     CLASS II
 MB1765
 MB1765.The horizontal coordinates were scaled from a topographic map and have
 MB1765.an estimated accuracy of +/- 6 seconds.
 MB1765
 MB1765.The orthometric height was determined by differential leveling
 MB1765.and adjusted by the National Geodetic Survey in June 1991..
 MB1765
 MB1765.The geoid height was determined by GEOID03.
 MB1765
 MB1765.The dynamic height is computed by dividing the NAVD 88
 MB1765.geopotential number by the normal gravity value computed on the
 MB1765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1765.degrees latitude (g = 980.6199 gals.).
 MB1765
 MB1765.The modeled gravity was interpolated from observed gravity values.
 MB1765
 MB1765;                    North         East    Units  Estimated Accuracy
 MB1765;SPC PA N     -   169,270.      398,740.      MT  (+/- 180 meters Scaled)
 MB1765
 MB1765                          SUPERSEDED SURVEY CONTROL
 MB1765
 MB1765  NGVD 29 (06/03/92)  354.489  (m)         1163.02   (f) ADJUSTED    1 2
 MB1765
 MB1765.Superseded values are not recommended for survey control.
 MB1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1765.See file dsdata.txt to determine how the superseded data were derived.
 MB1765
 MB1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG693129(NAD 83)
 MB1765_MARKER: I = METAL ROD
 MB1765_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1765_SP_SET: STAINLESS STEEL ROD
 MB1765_STAMPING: K 406 1982
 MB1765_MARK LOGO: NGS   
 MB1765_PROJECTION: FLUSH
 MB1765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1765_ROD/PIPE-DEPTH: 6.4  meters
 MB1765
 MB1765  HISTORY     - Date     Condition        Report By
 MB1765  HISTORY     - 1982     MONUMENTED       NGS
 MB1765
 MB1765                          STATION DESCRIPTION
 MB1765
 MB1765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MB1765'4.3 KM (2.7 MI) NORTH FROM MEADVILLE.
 MB1765'4.3 KM (2.7 MI) NORTH ALONG U.S. HIGHWAY 19 FROM THE JUNCTION WITH
 MB1765'U.S. HIGHWAY 322 IN MEADVILLE TO THE MARK ON THE RIGHT.  IT IS
 MB1765'19.5 METERS (64.0 FT) NORTHWEST OF CENTERLINE OF THE SOUTH BOUND
 MB1765'LANE OF U.S. HIGHWAY 19, 194 METERS (637.0 FT) SOUTH OF CENTER OF
 MB1765'BLACKTOP ROAD AND 31.2 METERS (102.5 FT) NORTH OF A MILE MARKER
 MB1765'SIGN.
 MB1765'THE MARK IS 0.85 METERS  NW FROM A WITNESS POST.
 MB1765'THE MARK IS 0.9 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1793 ***********************************************************************
 MA1793  DESIGNATION -  K 407
 MA1793  PID         -  MA1793
 MA1793  STATE/COUNTY-  PA/VENANGO
 MA1793  USGS QUAD   -  EMLENTON (1979)
 MA1793
 MA1793                         *CURRENT SURVEY CONTROL
 MA1793  ___________________________________________________________________
 MA1793* NAD 83(1986)-  41 12 58.     (N)    079 43 27.     (W)     SCALED    
 MA1793* NAVD 88     -       294.736  (meters)     966.98   (feet)  ADJUSTED  
 MA1793  ___________________________________________________________________
 MA1793  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 MA1793  DYNAMIC HT  -         294.600 (meters)     966.53  (feet)  COMP
 MA1793  MODELED GRAV-     980,154.8   (mgal)                       NAVD 88
 MA1793
 MA1793  VERT ORDER  -  FIRST     CLASS II
 MA1793
 MA1793.The horizontal coordinates were scaled from a topographic map and have
 MA1793.an estimated accuracy of +/- 6 seconds.
 MA1793
 MA1793.The orthometric height was determined by differential leveling
 MA1793.and adjusted by the National Geodetic Survey in June 1991..
 MA1793
 MA1793.The geoid height was determined by GEOID03.
 MA1793
 MA1793.The dynamic height is computed by dividing the NAVD 88
 MA1793.geopotential number by the normal gravity value computed on the
 MA1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1793.degrees latitude (g = 980.6199 gals.).
 MA1793
 MA1793.The modeled gravity was interpolated from observed gravity values.
 MA1793
 MA1793;                    North         East    Units  Estimated Accuracy
 MA1793;SPC PA N     -   118,430.      434,470.      MT  (+/- 180 meters Scaled)
 MA1793
 MA1793                          SUPERSEDED SURVEY CONTROL
 MA1793
 MA1793  NGVD 29 (06/03/92)  294.903  (m)          967.53   (f) ADJUSTED    1 2
 MA1793
 MA1793.Superseded values are not recommended for survey control.
 MA1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1793.See file dsdata.txt to determine how the superseded data were derived.
 MA1793
 MA1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF069635(NAD 83)
 MA1793_MARKER: DB = BENCH MARK DISK
 MA1793_SETTING: 66 = SET IN ROCK OUTCROP
 MA1793_SP_SET: ROCK OUTCROP
 MA1793_STAMPING: K 407 1982
 MA1793_MARK LOGO: NGS   
 MA1793_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA1793+STABILITY: POSITION/ELEVATION WELL
 MA1793
 MA1793  HISTORY     - Date     Condition        Report By
 MA1793  HISTORY     - 1982     MONUMENTED       NGS
 MA1793
 MA1793                          STATION DESCRIPTION
 MA1793
 MA1793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MA1793'4.3 KM (2.7 MI) NORTH FROM EMLENTON.
 MA1793'0.5 KM (0.3 MI) EAST ALONG STATE HIGHWAY 38, FROM THE BRIDGE OVER THE
 MA1793'ALLEGHENY RIVER IN EMLENTON, THENCE 1.3 KM (0.8 MI) NORTHWEST ALONG
 MA1793'KERR AVENUE, THENCE 4.6 KM (2.85 MI) NORTH ALONG DOTTER ROAD TO THE
 MA1793'MARK ON THE RIGHT, IN FRONT LAWN OF A RED HOUSE, 4.4 METERS (14.5 FT)
 MA1793'WEST OF CENTER OF DOTTER ROAD, 5.0 METERS (16.5 FT) SOUTH OF TELEPHONE
 MA1793'POLE NUMBER 78, AND 10.9 METERS (36.0 FT) EAST OF THE SOUTHEAST CORNER
 MA1793'OF HOUSE.
 MA1793'THE MARK IS 0.45 M ABOVE DOTTER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1800 ***********************************************************************
 MA1800  DESIGNATION -  K 408
 MA1800  PID         -  MA1800
 MA1800  STATE/COUNTY-  PA/VENANGO
 MA1800  USGS QUAD   -  CRANBERRY (1977)
 MA1800
 MA1800                         *CURRENT SURVEY CONTROL
 MA1800  ___________________________________________________________________
 MA1800* NAD 83(1986)-  41 16 19.     (N)    079 44 55.     (W)     SCALED    
 MA1800* NAVD 88     -       443.898  (meters)    1456.36   (feet)  ADJUSTED  
 MA1800  ___________________________________________________________________
 MA1800  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 MA1800  DYNAMIC HT  -         443.692 (meters)    1455.68  (feet)  COMP
 MA1800  MODELED GRAV-     980,145.8   (mgal)                       NAVD 88
 MA1800
 MA1800  VERT ORDER  -  FIRST     CLASS II
 MA1800
 MA1800.The horizontal coordinates were scaled from a topographic map and have
 MA1800.an estimated accuracy of +/- 6 seconds.
 MA1800
 MA1800.The orthometric height was determined by differential leveling
 MA1800.and adjusted by the National Geodetic Survey in June 1991..
 MA1800
 MA1800.The geoid height was determined by GEOID03.
 MA1800
 MA1800.The dynamic height is computed by dividing the NAVD 88
 MA1800.geopotential number by the normal gravity value computed on the
 MA1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1800.degrees latitude (g = 980.6199 gals.).
 MA1800
 MA1800.The modeled gravity was interpolated from observed gravity values.
 MA1800
 MA1800;                    North         East    Units  Estimated Accuracy
 MA1800;SPC PA N     -   124,680.      432,560.      MT  (+/- 180 meters Scaled)
 MA1800
 MA1800                          SUPERSEDED SURVEY CONTROL
 MA1800
 MA1800  NGVD 29 (06/03/92)  444.059  (m)         1456.88   (f) ADJUSTED    1 2
 MA1800
 MA1800.Superseded values are not recommended for survey control.
 MA1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1800.See file dsdata.txt to determine how the superseded data were derived.
 MA1800
 MA1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF048697(NAD 83)
 MA1800_MARKER: DB = BENCH MARK DISK
 MA1800_SETTING: 66 = SET IN ROCK OUTCROP
 MA1800_SP_SET: ROCK OUTCROP
 MA1800_STAMPING: K 408 1982
 MA1800_MARK LOGO: NGS   
 MA1800_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA1800+STABILITY: POSITION/ELEVATION WELL
 MA1800
 MA1800  HISTORY     - Date     Condition        Report By
 MA1800  HISTORY     - 1982     MONUMENTED       NGS
 MA1800
 MA1800                          STATION DESCRIPTION
 MA1800
 MA1800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MA1800'1.8 KM (1.1 MI) SOUTH FROM PITTSVILLE.
 MA1800'9.6 KM (6.0 MI) SOUTH ALONG STATE HIGHWAY 257 FROM THE JUNCTION OF
 MA1800'U.S. HIGHWAY 322 AND STATE HIGHWAY 257 IN CRANBERRY TO THE MARK ON THE
 MA1800'LEFT IN THE NORTHEAST CORNER OF THE INTERSECTION OF STATE HIGHWAY 257
 MA1800'AND A CROSSROAD AT ROCKLAND CEMETERY, 24.0 METERS (79.0 FT)
 MA1800'EAST OF THE CENTER OF STATE HIGHWAY 257, 14.9 METERS (49.0 FT)
 MA1800'NORTHEAST OF POWER POLE NO. 50 AND 22.7 METERS (74.5 FT) NORTH OF
 MA1800'THE CENTER OF BLACKTOP ROAD.  PIPE IS FLUSH WITH THE GROUND.
 MA1800'THE MARK IS 1.0 METERS  W FROM A WITNESS POST.
 MA1800'THE MARK IS 0.3 M BELOW BLACKTOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1464 ***********************************************************************
 KW1464  DESIGNATION -  K 41
 KW1464  PID         -  KW1464
 KW1464  STATE/COUNTY-  PA/DAUPHIN
 KW1464  USGS QUAD   -  TOWER CITY (1974)
 KW1464
 KW1464                         *CURRENT SURVEY CONTROL
 KW1464  ___________________________________________________________________
 KW1464* NAD 83(1986)-  40 34 40.     (N)    076 37 18.     (W)     SCALED    
 KW1464* NAVD 88     -       211.717  (meters)     694.61   (feet)  ADJUSTED  
 KW1464  ___________________________________________________________________
 KW1464  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 KW1464  DYNAMIC HT  -         211.613 (meters)     694.27  (feet)  COMP
 KW1464  MODELED GRAV-     980,128.3   (mgal)                       NAVD 88
 KW1464
 KW1464  VERT ORDER  -  SECOND    CLASS 0
 KW1464
 KW1464.The horizontal coordinates were scaled from a topographic map and have
 KW1464.an estimated accuracy of +/- 6 seconds.
 KW1464
 KW1464.The orthometric height was determined by differential leveling
 KW1464.and adjusted by the National Geodetic Survey in June 1991..
 KW1464
 KW1464.The geoid height was determined by GEOID03.
 KW1464
 KW1464.The dynamic height is computed by dividing the NAVD 88
 KW1464.geopotential number by the normal gravity value computed on the
 KW1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1464.degrees latitude (g = 980.6199 gals.).
 KW1464
 KW1464.The modeled gravity was interpolated from observed gravity values.
 KW1464
 KW1464;                    North         East    Units  Estimated Accuracy
 KW1464;SPC PA S     -   138,790.      695,530.      MT  (+/- 180 meters Scaled)
 KW1464
 KW1464                          SUPERSEDED SURVEY CONTROL
 KW1464
 KW1464  NGVD 29 (??/??/??)  211.955  (m)          695.39   (f) ADJUSTED    2 0
 KW1464
 KW1464.Superseded values are not recommended for survey control.
 KW1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1464.See file dsdata.txt to determine how the superseded data were derived.
 KW1464
 KW1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK627931(NAD 83)
 KW1464_MARKER: DB = BENCH MARK DISK
 KW1464_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1464_SP_SET: ABUTMENT
 KW1464_STAMPING: K 41 1934
 KW1464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1464
 KW1464  HISTORY     - Date     Condition        Report By
 KW1464  HISTORY     - 1934     MONUMENTED       CGS
 KW1464  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW1464
 KW1464                          STATION DESCRIPTION
 KW1464
 KW1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1464'NEAR WILLIAMSTOWN.
 KW1464'1000 FEET WEST ALONG THE READING RAILWAY FROM THE STATION AT
 KW1464'WILLIAMSTOWN, DAUPHIN COUNTY, AT 70-FOOT GIRDER BRIDGE 6/91, IN
 KW1464'THE SOUTH END OF THE WEST ABUTMENT, 8 FEET SOUTH OF THE SOUTH
 KW1464'RAIL, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.
 KW1464
 KW1464                          STATION RECOVERY (1989)
 KW1464
 KW1464'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1579 ***********************************************************************
 LZ1579  DESIGNATION -  K 411
 LZ1579  PID         -  LZ1579
 LZ1579  STATE/COUNTY-  PA/BRADFORD
 LZ1579  USGS QUAD   -  GILLETT (1969)
 LZ1579
 LZ1579                         *CURRENT SURVEY CONTROL
 LZ1579  ___________________________________________________________________
 LZ1579* NAD 83(1986)-  41 56 47.     (N)    076 47 46.     (W)     SCALED    
 LZ1579* NAVD 88     -       356.786  (meters)    1170.56   (feet)  ADJUSTED  
 LZ1579  ___________________________________________________________________
 LZ1579  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 LZ1579  DYNAMIC HT  -         356.642 (meters)    1170.08  (feet)  COMP
 LZ1579  MODELED GRAV-     980,207.1   (mgal)                       NAVD 88
 LZ1579
 LZ1579  VERT ORDER  -  FIRST     CLASS II
 LZ1579
 LZ1579.The horizontal coordinates were scaled from a topographic map and have
 LZ1579.an estimated accuracy of +/- 6 seconds.
 LZ1579
 LZ1579.The orthometric height was determined by differential leveling
 LZ1579.and adjusted by the National Geodetic Survey in June 1991..
 LZ1579
 LZ1579.The geoid height was determined by GEOID03.
 LZ1579
 LZ1579.The dynamic height is computed by dividing the NAVD 88
 LZ1579.geopotential number by the normal gravity value computed on the
 LZ1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1579.degrees latitude (g = 980.6199 gals.).
 LZ1579
 LZ1579.The modeled gravity was interpolated from observed gravity values.
 LZ1579
 LZ1579;                    North         East    Units  Estimated Accuracy
 LZ1579;SPC PA N     -   198,090.      679,100.      MT  (+/- 180 meters Scaled)
 LZ1579
 LZ1579                          SUPERSEDED SURVEY CONTROL
 LZ1579
 LZ1579.No superseded survey control is available for this station.
 LZ1579
 LZ1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM511453(NAD 83)
 LZ1579_MARKER: I = METAL ROD
 LZ1579_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LZ1579_SP_SET: STAINLESS STEEL ROD
 LZ1579_STAMPING: K 411 1983
 LZ1579_MARK LOGO: NGS   
 LZ1579_PROJECTION: FLUSH
 LZ1579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1579_ROD/PIPE-DEPTH: 10.6 meters
 LZ1579
 LZ1579  HISTORY     - Date     Condition        Report By
 LZ1579  HISTORY     - 1983     MONUMENTED       NGS
 LZ1579
 LZ1579                          STATION DESCRIPTION
 LZ1579
 LZ1579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LZ1579'1.3 KM (0.8 MI) SOUTH FROM GILLETT.
 LZ1579'1.3 KM (0.8 MI) SOUTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE IN
 LZ1579'GILLETT TO THE MARK ON THE RIGHT, 8.6 METERS (28.5 FT) WEST OF THE
 LZ1579'CENTERLINE OF THE HIGHWAY, 15.8 METERS (52.0 FT) SOUTHEAST OF THE
 LZ1579'SOUTHEAST CORNER OF THE LIONS CLUB BUILDING, 1.2 METERS (4.0 FT) NORTH
 LZ1579'OF POWER POLE 11S.
 LZ1579'THE MARK IS 0.15 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1605 ***********************************************************************
 LZ1605  DESIGNATION -  K 412 PADH
 LZ1605  PID         -  LZ1605
 LZ1605  STATE/COUNTY-  PA/LYCOMING
 LZ1605  USGS QUAD   -  RALSTON (1986)
 LZ1605
 LZ1605                         *CURRENT SURVEY CONTROL
 LZ1605  ___________________________________________________________________
 LZ1605* NAD 83(1986)-  41 32 13.     (N)    076 57 35.     (W)     SCALED    
 LZ1605* NAVD 88     -       274.783  (meters)     901.52   (feet)  ADJUSTED  
 LZ1605  ___________________________________________________________________
 LZ1605  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 LZ1605  DYNAMIC HT  -         274.663 (meters)     901.12  (feet)  COMP
 LZ1605  MODELED GRAV-     980,180.7   (mgal)                       NAVD 88
 LZ1605
 LZ1605  VERT ORDER  -  FIRST     CLASS II
 LZ1605
 LZ1605.The horizontal coordinates were scaled from a topographic map and have
 LZ1605.an estimated accuracy of +/- 6 seconds.
 LZ1605
 LZ1605.The orthometric height was determined by differential leveling
 LZ1605.and adjusted by the National Geodetic Survey in June 1991..
 LZ1605
 LZ1605.The geoid height was determined by GEOID03.
 LZ1605
 LZ1605.The dynamic height is computed by dividing the NAVD 88
 LZ1605.geopotential number by the normal gravity value computed on the
 LZ1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1605.degrees latitude (g = 980.6199 gals.).
 LZ1605
 LZ1605.The modeled gravity was interpolated from observed gravity values.
 LZ1605
 LZ1605;                    North         East    Units  Estimated Accuracy
 LZ1605;SPC PA N     -   152,480.      665,940.      MT  (+/- 180 meters Scaled)
 LZ1605
 LZ1605                          SUPERSEDED SURVEY CONTROL
 LZ1605
 LZ1605.No superseded survey control is available for this station.
 LZ1605
 LZ1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM365002(NAD 83)
 LZ1605_MARKER: DD = SURVEY DISK
 LZ1605_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LZ1605_SP_SET: WINGWALL
 LZ1605_STAMPING: K 412 1983
 LZ1605_MARK LOGO: PADH  
 LZ1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1605+STABILITY: SURFACE MOTION
 LZ1605
 LZ1605  HISTORY     - Date     Condition        Report By
 LZ1605  HISTORY     - 1983     MONUMENTED       PADH
 LZ1605
 LZ1605                          STATION DESCRIPTION
 LZ1605
 LZ1605'DESCRIBED BY PA DEPT OF HIGHWAYS 1983
 LZ1605'3.2 KM (2.0 MI) SOUTH FROM ROARING BRANCH.
 LZ1605'3.2 KM (2.0 MI) SOUTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE IN
 LZ1605'ROARING BRANCH TO THE MARK ON THE LEFT, IN THE SOUTHEAST WINGWALL OF
 LZ1605'THE BRIDGE OVER LYCOMING CREEK, ALSO 3.7 KM (2.3 MI) NORTH ALONG STATE
 LZ1605'HIGHWAY 14 FROM THE POST OFFICE IN RALSTON, 5.1 METERS (17.0 FT)
 LZ1605'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 LZ1605'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1627 ***********************************************************************
 LZ1627  DESIGNATION -  K 413 PADH
 LZ1627  PID         -  LZ1627
 LZ1627  STATE/COUNTY-  PA/LYCOMING
 LZ1627  USGS QUAD   -  MONTOURSVILLE SOUTH (1994)
 LZ1627
 LZ1627                         *CURRENT SURVEY CONTROL
 LZ1627  ___________________________________________________________________
 LZ1627* NAD 83(1986)-  41 13 39.     (N)    076 59 25.     (W)     SCALED    
 LZ1627* NAVD 88     -       181.612  (meters)     595.84   (feet)  ADJUSTED  
 LZ1627  ___________________________________________________________________
 LZ1627  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 LZ1627  DYNAMIC HT  -         181.533 (meters)     595.58  (feet)  COMP
 LZ1627  MODELED GRAV-     980,183.5   (mgal)                       NAVD 88
 LZ1627
 LZ1627  VERT ORDER  -  FIRST     CLASS II
 LZ1627
 LZ1627.The horizontal coordinates were scaled from a topographic map and have
 LZ1627.an estimated accuracy of +/- 6 seconds.
 LZ1627
 LZ1627.The orthometric height was determined by differential leveling
 LZ1627.and adjusted by the National Geodetic Survey in June 1991..
 LZ1627
 LZ1627.The geoid height was determined by GEOID03.
 LZ1627
 LZ1627.The dynamic height is computed by dividing the NAVD 88
 LZ1627.geopotential number by the normal gravity value computed on the
 LZ1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1627.degrees latitude (g = 980.6199 gals.).
 LZ1627
 LZ1627.The modeled gravity was interpolated from observed gravity values.
 LZ1627
 LZ1627;                    North         East    Units  Estimated Accuracy
 LZ1627;SPC PA N     -   118,090.      663,700.      MT  (+/- 180 meters Scaled)
 LZ1627
 LZ1627                          SUPERSEDED SURVEY CONTROL
 LZ1627
 LZ1627.No superseded survey control is available for this station.
 LZ1627
 LZ1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL331659(NAD 83)
 LZ1627_MARKER: DD = SURVEY DISK
 LZ1627_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LZ1627_SP_SET: WINGWALL OF BRIDGE
 LZ1627_STAMPING: K 413 1983
 LZ1627_MARK LOGO: PADH  
 LZ1627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1627+STABILITY: SURFACE MOTION
 LZ1627
 LZ1627  HISTORY     - Date     Condition        Report By
 LZ1627  HISTORY     - 1983     MONUMENTED       PADH
 LZ1627
 LZ1627                          STATION DESCRIPTION
 LZ1627
 LZ1627'DESCRIBED BY PA DEPT OF HIGHWAYS 1983
 LZ1627'2.2 KM (1.45 MI) SOUTH FROM WILLIAMSPORT.
 LZ1627'2.2 KM (1.45 MI) SOUTH ALONG U.S. HIGHWAY 15 FROM THE MARKET STREET
 LZ1627'BRIDGE OVER THE SUSQUEHANNA RIVER IN WILLIAMSPORT TO THE MARK ON THE
 LZ1627'LEFT, IN THE SOUTHEAST WINGWALL OF A BRIDGE OVER HAGERMANS RUN ON THE
 LZ1627'NORTHBOUND LANE, 8.2 METERS (27.0 FT) NORTHEAST OF THE CENTERLINE OF
 LZ1627'THE NORTHBOUND LANE OF U.S. HIGHWAY 15.
 LZ1627'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY2929 ***********************************************************************
 KY2929  DESIGNATION -  K 414
 KY2929  PID         -  KY2929
 KY2929  STATE/COUNTY-  PA/BEAVER
 KY2929  USGS QUAD   -  ZELIENOPLE (1990)
 KY2929
 KY2929                         *CURRENT SURVEY CONTROL
 KY2929  ___________________________________________________________________
 KY2929* NAD 83(1986)-  40 48 19.     (N)    080 09 33.     (W)     SCALED    
 KY2929* NAVD 88     -       300.964  (meters)     987.41   (feet)  ADJUSTED  
 KY2929  ___________________________________________________________________
 KY2929  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KY2929  DYNAMIC HT  -         300.811 (meters)     986.91  (feet)  COMP
 KY2929  MODELED GRAV-     980,111.1   (mgal)                       NAVD 88
 KY2929
 KY2929  VERT ORDER  -  FIRST     CLASS II
 KY2929
 KY2929.The horizontal coordinates were scaled from a topographic map and have
 KY2929.an estimated accuracy of +/- 6 seconds.
 KY2929
 KY2929.The orthometric height was determined by differential leveling
 KY2929.and adjusted by the National Geodetic Survey in June 1991..
 KY2929
 KY2929.The geoid height was determined by GEOID03.
 KY2929
 KY2929.The dynamic height is computed by dividing the NAVD 88
 KY2929.geopotential number by the normal gravity value computed on the
 KY2929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2929.degrees latitude (g = 980.6199 gals.).
 KY2929
 KY2929.The modeled gravity was interpolated from observed gravity values.
 KY2929
 KY2929;                    North         East    Units  Estimated Accuracy
 KY2929;SPC PA S     -   166,210.      396,740.      MT  (+/- 180 meters Scaled)
 KY2929
 KY2929                          SUPERSEDED SURVEY CONTROL
 KY2929
 KY2929  NGVD 29 (06/03/92)  301.094  (m)          987.84   (f) ADJUSTED    1 2
 KY2929
 KY2929.Superseded values are not recommended for survey control.
 KY2929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2929.See file dsdata.txt to determine how the superseded data were derived.
 KY2929
 KY2929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF709174(NAD 83)
 KY2929_MARKER: I = METAL ROD
 KY2929_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KY2929+WITH SETTING: INFORMATION.
 KY2929_SP_SET: SHALLOW SET METAL ROD
 KY2929_STAMPING: K 414 1983
 KY2929_MARK LOGO: NGS   
 KY2929_PROJECTION: FLUSH
 KY2929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY2929_ROD/PIPE-DEPTH: 2.5  meters
 KY2929
 KY2929  HISTORY     - Date     Condition        Report By
 KY2929  HISTORY     - 1983     MONUMENTED       NGS
 KY2929
 KY2929                          STATION DESCRIPTION
 KY2929
 KY2929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2929'2.9 KM (1.8 MI) NW FROM ZELIENOPLE.
 KY2929'2.9 KM (1.8 MI) NORTHWEST ALONG STATE HIGHWAY 288 FROM THE JUNCTION OF
 KY2929'STATE HIGHWAYS 68 AND 288 IN ZELIENOPLE TO THE MARK ON THE RIGHT, IN
 KY2929'THE LAWN, AT A GUY WIRE WHERE CABLE CROSSES THE ROAD, 11.5 METERS
 KY2929'(38.0 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 KY2929'27.1 METERS (89.0 FT) SOUTH OF THE CENTER OF A DRIVEWAY, 4.5 METERS
 KY2929'(15.0 FT) NORTH-NORTHEAST OF CABLE POLE 553, 0.91 METER (3.0 FT) SOUTH
 KY2929'OF A GUY WIRE.  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD,
 KY2929'DRIVEN TO REFUSAL AND ANCHORED.
 KY2929'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1056 ***********************************************************************
 JW1056  DESIGNATION -  K 416
 JW1056  PID         -  JW1056
 JW1056  STATE/COUNTY-  PA/FAYETTE
 JW1056  USGS QUAD   -  SMITHFIELD (1979)
 JW1056
 JW1056                         *CURRENT SURVEY CONTROL
 JW1056  ___________________________________________________________________
 JW1056* NAD 83(1986)-  39 48 21.     (N)    079 48 02.     (W)     SCALED    
 JW1056* NAVD 88     -       314.406  (meters)    1031.51   (feet)  ADJUSTED  
 JW1056  ___________________________________________________________________
 JW1056  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 JW1056  DYNAMIC HT  -         314.223 (meters)    1030.91  (feet)  COMP
 JW1056  MODELED GRAV-     980,037.4   (mgal)                       NAVD 88
 JW1056
 JW1056  VERT ORDER  -  FIRST     CLASS II
 JW1056
 JW1056.The horizontal coordinates were scaled from a topographic map and have
 JW1056.an estimated accuracy of +/- 6 seconds.
 JW1056
 JW1056.The orthometric height was determined by differential leveling
 JW1056.and adjusted by the National Geodetic Survey in June 1991..
 JW1056
 JW1056.The geoid height was determined by GEOID03.
 JW1056
 JW1056.The dynamic height is computed by dividing the NAVD 88
 JW1056.geopotential number by the normal gravity value computed on the
 JW1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1056.degrees latitude (g = 980.6199 gals.).
 JW1056
 JW1056.The modeled gravity was interpolated from observed gravity values.
 JW1056
 JW1056;                    North         East    Units  Estimated Accuracy
 JW1056;SPC PA S     -    54,500.      424,410.      MT  (+/- 180 meters Scaled)
 JW1056
 JW1056                          SUPERSEDED SURVEY CONTROL
 JW1056
 JW1056.No superseded survey control is available for this station.
 JW1056
 JW1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE026068(NAD 83)
 JW1056_MARKER: DB = BENCH MARK DISK
 JW1056_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JW1056_SP_SET: HEADWALL
 JW1056_STAMPING: K 416 1983
 JW1056_MARK LOGO: NGS   
 JW1056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW1056+STABILITY: POSITION/ELEVATION WELL
 JW1056
 JW1056  HISTORY     - Date     Condition        Report By
 JW1056  HISTORY     - 1983     MONUMENTED       NGS
 JW1056  HISTORY     - 20010713 GOOD             PADT
 JW1056
 JW1056                          STATION DESCRIPTION
 JW1056
 JW1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1056'1.1 KM (0.65 MI) NORTH FROM SMITHFIELD.
 JW1056'1.1 KM (0.65 MI) NORTH ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE IN
 JW1056'SMITHFIELD TO THE MARK ON THE RIGHT, IN TOP OF THE NORTHEAST END OF
 JW1056'THE SOUTHEAST HEADWALL OF A LARGE CULVERT ON BEDROCK, 8.23 METERS
 JW1056'(27.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 11.34 METERS
 JW1056'(37.2 FT) NORTHEAST OF THE SOUTHWEST END OF A METAL GUARDRAIL,
 JW1056'0.37 METER (1.2 FT) SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL.
 JW1056'THE MARK IS 0.5 M BELOW HIGHWAY.
 JW1056
 JW1056                          STATION RECOVERY (2001)
 JW1056
 JW1056'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (GDD)
 JW1056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1913 ***********************************************************************
 KX1913  DESIGNATION -  K 417
 KX1913  PID         -  KX1913
 KX1913  STATE/COUNTY-  PA/FAYETTE
 KX1913  USGS QUAD   -  CALIFORNIA (1979)
 KX1913
 KX1913                         *CURRENT SURVEY CONTROL
 KX1913  ___________________________________________________________________
 KX1913* NAD 83(1986)-  40 01 23.     (N)    079 52 55.     (W)     SCALED    
 KX1913* NAVD 88     -       271.761  (meters)     891.60   (feet)  ADJUSTED  
 KX1913  ___________________________________________________________________
 KX1913  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 KX1913  DYNAMIC HT  -         271.613 (meters)     891.12  (feet)  COMP
 KX1913  MODELED GRAV-     980,072.2   (mgal)                       NAVD 88
 KX1913
 KX1913  VERT ORDER  -  FIRST     CLASS II
 KX1913
 KX1913.The horizontal coordinates were scaled from a topographic map and have
 KX1913.an estimated accuracy of +/- 6 seconds.
 KX1913
 KX1913.The orthometric height was determined by differential leveling
 KX1913.and adjusted by the National Geodetic Survey in June 1991..
 KX1913
 KX1913.The geoid height was determined by GEOID03.
 KX1913
 KX1913.The dynamic height is computed by dividing the NAVD 88
 KX1913.geopotential number by the normal gravity value computed on the
 KX1913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1913.degrees latitude (g = 980.6199 gals.).
 KX1913
 KX1913.The modeled gravity was interpolated from observed gravity values.
 KX1913
 KX1913;                    North         East    Units  Estimated Accuracy
 KX1913;SPC PA S     -    78,780.      418,030.      MT  (+/- 180 meters Scaled)
 KX1913
 KX1913                          SUPERSEDED SURVEY CONTROL
 KX1913
 KX1913.No superseded survey control is available for this station.
 KX1913
 KX1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE954309(NAD 83)
 KX1913_MARKER: DB = BENCH MARK DISK
 KX1913_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KX1913_SP_SET: ABUTMENT
 KX1913_STAMPING: K 417 1983
 KX1913_MARK LOGO: NGS   
 KX1913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1913
 KX1913  HISTORY     - Date     Condition        Report By
 KX1913  HISTORY     - 1983     MONUMENTED       NGS
 KX1913
 KX1913                          STATION DESCRIPTION
 KX1913
 KX1913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KX1913'IN BROWNSVILLE.
 KX1913'IN BROWNSVILLE, SET IN TOP OF THE NORTHEAST END OF THE SOUTHEAST
 KX1913'ABUTMENT OF THE U.S. HIGHWAY 40 BRIDGE OVER THE MONONGAHELA RIVER,
 KX1913'6.86 METERS (22.5 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND
 KX1913'LANE OF THE HIGHWAY, 1.49 METERS (4.9 FT) SOUTHEAST OF THE NORTHWEST
 KX1913'EDGE OF THE ABUTMENT, 0.76 METER (2.5 FT) SOUTHEAST OF THE FIRST METAL
 KX1913'LIGHT POLE ON THE BRIDGE.
 KX1913'THE MARK IS 0.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0319 ***********************************************************************
 LZ0319  DESIGNATION -  K 43
 LZ0319  PID         -  LZ0319
 LZ0319  STATE/COUNTY-  PA/LYCOMING
 LZ0319  USGS QUAD   -  MUNCY (1986)
 LZ0319
 LZ0319                         *CURRENT SURVEY CONTROL
 LZ0319  ___________________________________________________________________
 LZ0319* NAD 83(1986)-  41 12 04.     (N)    076 47 51.     (W)     SCALED    
 LZ0319* NAVD 88     -       152.318  (meters)     499.73   (feet)  ADJUSTED  
 LZ0319  ___________________________________________________________________
 LZ0319  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 LZ0319  DYNAMIC HT  -         152.253 (meters)     499.52  (feet)  COMP
 LZ0319  MODELED GRAV-     980,197.1   (mgal)                       NAVD 88
 LZ0319
 LZ0319  VERT ORDER  -  SECOND    CLASS 0
 LZ0319
 LZ0319.The horizontal coordinates were scaled from a topographic map and have
 LZ0319.an estimated accuracy of +/- 6 seconds.
 LZ0319
 LZ0319.The orthometric height was determined by differential leveling
 LZ0319.and adjusted by the National Geodetic Survey in June 1991..
 LZ0319
 LZ0319.The geoid height was determined by GEOID03.
 LZ0319
 LZ0319.The dynamic height is computed by dividing the NAVD 88
 LZ0319.geopotential number by the normal gravity value computed on the
 LZ0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0319.degrees latitude (g = 980.6199 gals.).
 LZ0319
 LZ0319.The modeled gravity was interpolated from observed gravity values.
 LZ0319
 LZ0319;                    North         East    Units  Estimated Accuracy
 LZ0319;SPC PA N     -   115,320.      679,890.      MT  (+/- 180 meters Scaled)
 LZ0319
 LZ0319                          SUPERSEDED SURVEY CONTROL
 LZ0319
 LZ0319  NGVD 29 (??/??/92)  152.533  (m)          500.44   (f) ADJ UNCH    2 0
 LZ0319
 LZ0319.Superseded values are not recommended for survey control.
 LZ0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0319.See file dsdata.txt to determine how the superseded data were derived.
 LZ0319
 LZ0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL492626(NAD 83)
 LZ0319_MARKER: DB = BENCH MARK DISK
 LZ0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0319_STAMPING: K 43 1934
 LZ0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0319+STABILITY: SURFACE MOTION
 LZ0319
 LZ0319  HISTORY     - Date     Condition        Report By
 LZ0319  HISTORY     - 1934     MONUMENTED       CGS
 LZ0319
 LZ0319                          STATION DESCRIPTION
 LZ0319
 LZ0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0319'AT MUNCY.
 LZ0319'AT MUNCY, LYCOMING COUNTY, ABOUT 90 FEET SOUTHEAST OF THE
 LZ0319'SOUTHEAST CORNER OF THE READING CO. RAILWAY STATION, AND ON
 LZ0319'THE SOUTHEAST CORNER OF THE PROPERTY OF JOHN RIFFER.  A STANDARD
 LZ0319'DISK, STAMPED K 43 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2716 ***********************************************************************
 KV2716  DESIGNATION -  K 44
 KV2716  PID         -  KV2716
 KV2716  STATE/COUNTY-  PA/BERKS
 KV2716  USGS QUAD   -  HAMBURG (1977)
 KV2716
 KV2716                         *CURRENT SURVEY CONTROL
 KV2716  ___________________________________________________________________
 KV2716* NAD 83(1986)-  40 30 07.     (N)    075 59 12.     (W)     SCALED    
 KV2716* NAVD 88     -        96.481  (meters)     316.54   (feet)  ADJUSTED  
 KV2716  ___________________________________________________________________
 KV2716  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 KV2716  DYNAMIC HT  -          96.432 (meters)     316.38  (feet)  COMP
 KV2716  MODELED GRAV-     980,116.8   (mgal)                       NAVD 88
 KV2716
 KV2716  VERT ORDER  -  SECOND    CLASS 0
 KV2716
 KV2716.The horizontal coordinates were scaled from a topographic map and have
 KV2716.an estimated accuracy of +/- 6 seconds.
 KV2716
 KV2716.The orthometric height was determined by differential leveling
 KV2716.and adjusted by the National Geodetic Survey in June 1991..
 KV2716
 KV2716.The geoid height was determined by GEOID03.
 KV2716
 KV2716.The dynamic height is computed by dividing the NAVD 88
 KV2716.geopotential number by the normal gravity value computed on the
 KV2716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2716.degrees latitude (g = 980.6199 gals.).
 KV2716
 KV2716.The modeled gravity was interpolated from observed gravity values.
 KV2716
 KV2716;                    North         East    Units  Estimated Accuracy
 KV2716;SPC PA S     -   131,250.      749,450.      MT  (+/- 180 meters Scaled)
 KV2716
 KV2716                          SUPERSEDED SURVEY CONTROL
 KV2716
 KV2716  NGVD 29 (??/??/??)   96.697  (m)          317.25   (f) ADJUSTED    2 0
 KV2716
 KV2716.Superseded values are not recommended for survey control.
 KV2716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2716.See file dsdata.txt to determine how the superseded data were derived.
 KV2716
 KV2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK163839(NAD 83)
 KV2716_MARKER: DB = BENCH MARK DISK
 KV2716_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2716_SP_SET: STEP
 KV2716_STAMPING: K 44 1934
 KV2716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2716
 KV2716  HISTORY     - Date     Condition        Report By
 KV2716  HISTORY     - 1934     MONUMENTED       CGS
 KV2716
 KV2716                          STATION DESCRIPTION
 KV2716
 KV2716'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV2716'0.9 MI N FROM SHOEMAKERSVILLE.
 KV2716'0.9 MILE NORTH ALONG THE READING CO. RAILWAY FROM SHOEMAKERSVILLE,
 KV2716'BERKS COUNTY, AT BRIDGE 71/05, IN THE TOP OF THE SECOND STEP
 KV2716'FROM THE TOP OF THE SOUTHWEST WING WALL, 15 FEET WEST OF THE
 KV2716'CENTER LINE OF THE SOUTH-BOUND TRACK, AND ABOUT 3 FEET LOWER THAN
 KV2716'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED K 44 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0403 ***********************************************************************
 KW0403  DESIGNATION -  K 45
 KW0403  PID         -  KW0403
 KW0403  STATE/COUNTY-  PA/COLUMBIA
 KW0403  USGS QUAD   -  SHUMANS (1976)
 KW0403
 KW0403                         *CURRENT SURVEY CONTROL
 KW0403  ___________________________________________________________________
 KW0403* NAD 83(1986)-  40 57 15.     (N)    076 21 26.     (W)     SCALED    
 KW0403* NAVD 88     -       217.370  (meters)     713.15   (feet)  ADJUSTED  
 KW0403  ___________________________________________________________________
 KW0403  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KW0403  DYNAMIC HT  -         217.272 (meters)     712.83  (feet)  COMP
 KW0403  MODELED GRAV-     980,170.6   (mgal)                       NAVD 88
 KW0403
 KW0403  VERT ORDER  -  SECOND    CLASS 0
 KW0403
 KW0403.The horizontal coordinates were scaled from a topographic map and have
 KW0403.an estimated accuracy of +/- 6 seconds.
 KW0403
 KW0403.The orthometric height was determined by differential leveling
 KW0403.and adjusted by the National Geodetic Survey in June 1991..
 KW0403
 KW0403.The geoid height was determined by GEOID03.
 KW0403
 KW0403.The dynamic height is computed by dividing the NAVD 88
 KW0403.geopotential number by the normal gravity value computed on the
 KW0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0403.degrees latitude (g = 980.6199 gals.).
 KW0403
 KW0403.The modeled gravity was interpolated from observed gravity values.
 KW0403
 KW0403;                    North         East    Units  Estimated Accuracy
 KW0403;SPC PA N     -    88,400.      717,260.      MT  (+/- 180 meters Scaled)
 KW0403
 KW0403                          SUPERSEDED SURVEY CONTROL
 KW0403
 KW0403  NGVD 29 (??/??/??)  217.583  (m)          713.85   (f) ADJUSTED    2 0
 KW0403
 KW0403.Superseded values are not recommended for survey control.
 KW0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0403.See file dsdata.txt to determine how the superseded data were derived.
 KW0403
 KW0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL857345(NAD 83)
 KW0403_MARKER: DB = BENCH MARK DISK
 KW0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0403_STAMPING: K 45 1934
 KW0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0403+STABILITY: SURFACE MOTION
 KW0403
 KW0403  HISTORY     - Date     Condition        Report By
 KW0403  HISTORY     - 1934     MONUMENTED       CGS
 KW0403  HISTORY     - 1953     MARK NOT FOUND   CGS
 KW0403
 KW0403                          STATION DESCRIPTION
 KW0403
 KW0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0403'2.1 MI SE FROM MAINVILLE.
 KW0403'18 FEET SOUTH OF POLE 137+30 ABOUT 300 FEET NORTH OF A 40 FOOT
 KW0403'ROCK CUT, AT THE SOUTH END OF A LARGE FILL, 24 FEET WEST OF THE
 KW0403'WEST RAIL, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.
 KW0403'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KW0403
 KW0403                          STATION RECOVERY (1953)
 KW0403
 KW0403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 KW0403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0546 ***********************************************************************
 KW0546  DESIGNATION -  K 46
 KW0546  PID         -  KW0546
 KW0546  STATE/COUNTY-  PA/LEBANON
 KW0546  USGS QUAD   -  LEBANON (1995)
 KW0546
 KW0546                         *CURRENT SURVEY CONTROL
 KW0546  ___________________________________________________________________
 KW0546* NAD 83(1986)-  40 21 00.     (N)    076 28 18.     (W)     SCALED    
 KW0546* NAVD 88     -       152.342  (meters)     499.81   (feet)  ADJUSTED  
 KW0546  ___________________________________________________________________
 KW0546  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 KW0546  DYNAMIC HT  -         152.262 (meters)     499.55  (feet)  COMP
 KW0546  MODELED GRAV-     980,102.9   (mgal)                       NAVD 88
 KW0546
 KW0546  VERT ORDER  -  SECOND    CLASS 0
 KW0546
 KW0546.The horizontal coordinates were scaled from a topographic map and have
 KW0546.an estimated accuracy of +/- 6 seconds.
 KW0546
 KW0546.The orthometric height was determined by differential leveling
 KW0546.and adjusted by the National Geodetic Survey in June 1991..
 KW0546
 KW0546.The geoid height was determined by GEOID03.
 KW0546
 KW0546.The dynamic height is computed by dividing the NAVD 88
 KW0546.geopotential number by the normal gravity value computed on the
 KW0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0546.degrees latitude (g = 980.6199 gals.).
 KW0546
 KW0546.The modeled gravity was interpolated from observed gravity values.
 KW0546
 KW0546;                    North         East    Units  Estimated Accuracy
 KW0546;SPC PA S     -   113,670.      708,590.      MT  (+/- 180 meters Scaled)
 KW0546
 KW0546                          SUPERSEDED SURVEY CONTROL
 KW0546
 KW0546  NGVD 29 (??/??/??)  152.548  (m)          500.48   (f) ADJUSTED    2 0
 KW0546
 KW0546.Superseded values are not recommended for survey control.
 KW0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0546.See file dsdata.txt to determine how the superseded data were derived.
 KW0546
 KW0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK750676(NAD 83)
 KW0546_MARKER: DB = BENCH MARK DISK
 KW0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0546_STAMPING: K 46 1934
 KW0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0546+STABILITY: SURFACE MOTION
 KW0546
 KW0546  HISTORY     - Date     Condition        Report By
 KW0546  HISTORY     - 1934     MONUMENTED       CGS
 KW0546  HISTORY     - 1981     GOOD             LOCSUR
 KW0546  HISTORY     - 20051112 MARK NOT FOUND   GEOCAC
 KW0546
 KW0546                          STATION DESCRIPTION
 KW0546
 KW0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0546'2.8 MI NW FROM LEBANON.
 KW0546'2.8 MILES NORTHWEST ALONG THE READING RAILWAY FROM LEBANON,
 KW0546'LEBANON COUNTY, AT WESTMONT, 27 POLES SOUTH OF MILEPOST 2, 30
 KW0546'FEET SOUTH OF THE SECTION SHANTY, 16 FEET WEST OF THE CENTERLINE
 KW0546'OF THE EAST-BOUND TRACK, AND LEVEL WITH THE TOP OF THE RAIL.
 KW0546'A STANDARD DISK, STAMPED K 46 1934 AND SET IN THE TOP OF A
 KW0546'CONCRETE POST.
 KW0546
 KW0546                          STATION RECOVERY (1981)
 KW0546
 KW0546'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 KW0546'RECOVERED IN GOOD CONDITION.
 KW0546
 KW0546                          STATION RECOVERY (2005)
 KW0546
 KW0546'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0546'TRACKS HAVE BEEN REMOVED. NO EVIDENCE OF SECTION SHANTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2758 ***********************************************************************
 KV2758  DESIGNATION -  K 48
 KV2758  PID         -  KV2758
 KV2758  STATE/COUNTY-  PA/CARBON
 KV2758  USGS QUAD   -  CHRISTMANS (1992)
 KV2758
 KV2758                         *CURRENT SURVEY CONTROL
 KV2758  ___________________________________________________________________
 KV2758* NAD 83(1986)-  40 59 18.     (N)    075 42 44.     (W)     SCALED    
 KV2758* NAVD 88     -       294.953  (meters)     967.69   (feet)  ADJUSTED  
 KV2758  ___________________________________________________________________
 KV2758  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KV2758  DYNAMIC HT  -         294.809 (meters)     967.22  (feet)  COMP
 KV2758  MODELED GRAV-     980,129.9   (mgal)                       NAVD 88
 KV2758
 KV2758  VERT ORDER  -  SECOND    CLASS 0
 KV2758
 KV2758.The horizontal coordinates were scaled from a topographic map and have
 KV2758.an estimated accuracy of +/- 6 seconds.
 KV2758
 KV2758.The orthometric height was determined by differential leveling
 KV2758.and adjusted by the National Geodetic Survey in June 1991..
 KV2758
 KV2758.The geoid height was determined by GEOID03.
 KV2758
 KV2758.The dynamic height is computed by dividing the NAVD 88
 KV2758.geopotential number by the normal gravity value computed on the
 KV2758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2758.degrees latitude (g = 980.6199 gals.).
 KV2758
 KV2758.The modeled gravity was interpolated from observed gravity values.
 KV2758
 KV2758;                    North         East    Units  Estimated Accuracy
 KV2758;SPC PA N     -    93,270.      771,460.      MT  (+/- 180 meters Scaled)
 KV2758
 KV2758                          SUPERSEDED SURVEY CONTROL
 KV2758
 KV2758  NGVD 29 (??/??/??)  295.160  (m)          968.37   (f) ADJUSTED    2 0
 KV2758
 KV2758.Superseded values are not recommended for survey control.
 KV2758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2758.See file dsdata.txt to determine how the superseded data were derived.
 KV2758
 KV2758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL400377(NAD 83)
 KV2758_MARKER: DB = BENCH MARK DISK
 KV2758_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2758_SP_SET: BRIDGE
 KV2758_STAMPING: K 48 1934
 KV2758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2758
 KV2758  HISTORY     - Date     Condition        Report By
 KV2758  HISTORY     - 1934     MONUMENTED       CGS
 KV2758
 KV2758                          STATION DESCRIPTION
 KV2758
 KV2758'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV2758'8 MI N FROM PENN HAVEN JUNCTION.
 KV2758'8 MILES NORTH ALONG THE LEHIGH VALLEY RAILROAD FROM PENN HAVEN
 KV2758'JUNCTION, CARBON COUNTY, ABOUT 90 FEET NORTH OF MILEPOST 139,
 KV2758'IN THE SOUTH END OF THE WEST COPING OF A STONE ARCH BRIDGE, 8
 KV2758'FEET WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT 1/2 FOOT
 KV2758'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED K 48
 KV2758'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0093 ***********************************************************************
 LZ0093  DESIGNATION -  K 49
 LZ0093  PID         -  LZ0093
 LZ0093  STATE/COUNTY-  PA/SULLIVAN
 LZ0093  USGS QUAD   -  LOPEZ (1983)
 LZ0093
 LZ0093                         *CURRENT SURVEY CONTROL
 LZ0093  ___________________________________________________________________
 LZ0093* NAD 83(1986)-  41 27 28.     (N)    076 19 55.     (W)     SCALED    
 LZ0093* NAVD 88     -       523.074  (meters)    1716.12   (feet)  ADJUSTED  
 LZ0093  ___________________________________________________________________
 LZ0093  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 LZ0093  DYNAMIC HT  -         522.836 (meters)    1715.34  (feet)  COMP
 LZ0093  MODELED GRAV-     980,152.0   (mgal)                       NAVD 88
 LZ0093
 LZ0093  VERT ORDER  -  SECOND    CLASS 0
 LZ0093
 LZ0093.The horizontal coordinates were scaled from a topographic map and have
 LZ0093.an estimated accuracy of +/- 6 seconds.
 LZ0093
 LZ0093.The orthometric height was determined by differential leveling
 LZ0093.and adjusted by the National Geodetic Survey in June 1991..
 LZ0093
 LZ0093.The geoid height was determined by GEOID03.
 LZ0093
 LZ0093.The dynamic height is computed by dividing the NAVD 88
 LZ0093.geopotential number by the normal gravity value computed on the
 LZ0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0093.degrees latitude (g = 980.6199 gals.).
 LZ0093
 LZ0093.The modeled gravity was interpolated from observed gravity values.
 LZ0093
 LZ0093;                    North         East    Units  Estimated Accuracy
 LZ0093;SPC PA N     -   144,350.      718,470.      MT  (+/- 180 meters Scaled)
 LZ0093
 LZ0093                          SUPERSEDED SURVEY CONTROL
 LZ0093
 LZ0093  NGVD 29 (??/??/92)  523.237  (m)         1716.65   (f) ADJ UNCH    2 0
 LZ0093
 LZ0093.Superseded values are not recommended for survey control.
 LZ0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0093.See file dsdata.txt to determine how the superseded data were derived.
 LZ0093
 LZ0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL887904(NAD 83)
 LZ0093_MARKER: DB = BENCH MARK DISK
 LZ0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0093_SP_SET: CULVERT
 LZ0093_STAMPING: K 49 1934
 LZ0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0093
 LZ0093  HISTORY     - Date     Condition        Report By
 LZ0093  HISTORY     - 1934     MONUMENTED       CGS
 LZ0093  HISTORY     - 1969     MARK NOT FOUND   NGS
 LZ0093
 LZ0093                          STATION DESCRIPTION
 LZ0093
 LZ0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0093'AT LOPEZ.
 LZ0093'AT LOPEZ, SULLIVAN COUNTY, ON THE LEHIGH VALLEY RAILROAD, 93
 LZ0093'FEET NORTHWEST OF THE STATION, AT A CONCRETE CULVERT, IN THE
 LZ0093'WEST HEAD WALL, 65 FEET WEST OF THE WEST RAIL, AND ABOUT 2 FEET
 LZ0093'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED K 49
 LZ0093'1934.
 LZ0093
 LZ0093                          STATION RECOVERY (1969)
 LZ0093
 LZ0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LZ0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0888 ***********************************************************************
 KW0888  DESIGNATION -  K 5
 KW0888  PID         -  KW0888
 KW0888  STATE/COUNTY-  PA/LANCASTER
 KW0888  USGS QUAD   -  COLUMBIA WEST (1990)
 KW0888
 KW0888                         *CURRENT SURVEY CONTROL
 KW0888  ___________________________________________________________________
 KW0888* NAD 83(1986)-  40 03 05.     (N)    076 31 30.     (W)     SCALED    
 KW0888* NAVD 88     -        79.745  (meters)     261.63   (feet)  ADJUSTED  
 KW0888  ___________________________________________________________________
 KW0888  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 KW0888  DYNAMIC HT  -          79.705 (meters)     261.50  (feet)  COMP
 KW0888  MODELED GRAV-     980,114.6   (mgal)                       NAVD 88
 KW0888
 KW0888  VERT ORDER  -  FIRST     CLASS II
 KW0888
 KW0888.The horizontal coordinates were scaled from a topographic map and have
 KW0888.an estimated accuracy of +/- 6 seconds.
 KW0888
 KW0888.The orthometric height was determined by differential leveling
 KW0888.and adjusted by the National Geodetic Survey in June 1991..
 KW0888
 KW0888.The geoid height was determined by GEOID03.
 KW0888
 KW0888.The dynamic height is computed by dividing the NAVD 88
 KW0888.geopotential number by the normal gravity value computed on the
 KW0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0888.degrees latitude (g = 980.6199 gals.).
 KW0888
 KW0888.The modeled gravity was interpolated from observed gravity values.
 KW0888
 KW0888;                    North         East    Units  Estimated Accuracy
 KW0888;SPC PA S     -    80,450.      704,520.      MT  (+/- 180 meters Scaled)
 KW0888
 KW0888                          SUPERSEDED SURVEY CONTROL
 KW0888
 KW0888  NGVD 29 (??/??/??)   79.995  (m)          262.45   (f) ADJUSTED    1 2
 KW0888
 KW0888.Superseded values are not recommended for survey control.
 KW0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0888.See file dsdata.txt to determine how the superseded data were derived.
 KW0888
 KW0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK699345(NAD 83)
 KW0888_MARKER: DB = BENCH MARK DISK
 KW0888_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0888_SP_SET: ROCK PROJECTION
 KW0888_STAMPING: K 5 1955
 KW0888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0888
 KW0888  HISTORY     - Date     Condition        Report By
 KW0888  HISTORY     - 1955     MONUMENTED       CGS
 KW0888  HISTORY     - 1979     MARK NOT FOUND   NGS
 KW0888  HISTORY     - 19950312 MARK NOT FOUND   USPSQD
 KW0888  HISTORY     - 20050109 POOR             GEOCAC
 KW0888
 KW0888                          STATION DESCRIPTION
 KW0888
 KW0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KW0888'2.2 MI SE FROM MARIETTA.
 KW0888'ABOUT 2.15 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW0888'THE FREIGHT STATION AT MARIETTA, ABOUT 2.05 MILES NORTHWEST OF
 KW0888'THE STATION AT COLUMBIA, ABOUT 220 YARDS SOUTH OF MILE POST 82,
 KW0888'AT CHIQUES ROCK, 24 FEET EAST OF EAST RAIL OF EAST TRACK, 84
 KW0888'FEET SOUTHEAST OF SOUTHEAST CORNER OF CONCRETE FOUNDATION OF A
 KW0888'12 BY 20-FOOT TIN BUILDING MARKED LAKE, SET VERTICALLY IN THE
 KW0888'WEST FACE OF A 4-FOOT WIDE ROCK PROJECTION, 52 FEET NORTH OF
 KW0888'SOUTH END OF CHIQUES ROCK, 2 1/2 FEET ABOVE GROUND AND ABOUT 1
 KW0888'FOOT ABOVE LEVEL OF TRACK.
 KW0888
 KW0888                          STATION RECOVERY (1979)
 KW0888
 KW0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW0888'MARK NOT FOUND.
 KW0888
 KW0888                          STATION RECOVERY (1995)
 KW0888
 KW0888'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW0888'MARK NOT FOUND.
 KW0888
 KW0888                          STATION RECOVERY (2005)
 KW0888
 KW0888'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0888'DISK HAS BEEN REMOVED BUT STEM REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0610 ***********************************************************************
 LY0610  DESIGNATION -  K 50
 LY0610  PID         -  LY0610
 LY0610  STATE/COUNTY-  PA/PIKE
 LY0610  USGS QUAD   -  POND EDDY (1992)
 LY0610
 LY0610                         *CURRENT SURVEY CONTROL
 LY0610  ___________________________________________________________________
 LY0610* NAD 83(1986)-  41 26 31.     (N)    074 51 39.     (W)     SCALED    
 LY0610* NAVD 88     -       184.029  (meters)     603.77   (feet)  ADJUSTED  
 LY0610  ___________________________________________________________________
 LY0610  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 LY0610  DYNAMIC HT  -         183.951 (meters)     603.51  (feet)  COMP
 LY0610  MODELED GRAV-     980,197.8   (mgal)                       NAVD 88
 LY0610
 LY0610  VERT ORDER  -  FIRST     CLASS II
 LY0610
 LY0610.The horizontal coordinates were scaled from a topographic map and have
 LY0610.an estimated accuracy of +/- 6 seconds.
 LY0610
 LY0610.The orthometric height was determined by differential leveling
 LY0610.and adjusted by the National Geodetic Survey in June 1991..
 LY0610
 LY0610.The geoid height was determined by GEOID03.
 LY0610
 LY0610.The dynamic height is computed by dividing the NAVD 88
 LY0610.geopotential number by the normal gravity value computed on the
 LY0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0610.degrees latitude (g = 980.6199 gals.).
 LY0610
 LY0610.The modeled gravity was interpolated from observed gravity values.
 LY0610
 LY0610;                    North         East    Units  Estimated Accuracy
 LY0610;SPC PA N     -   145,650.      841,390.      MT  (+/- 180 meters Scaled)
 LY0610
 LY0610                          SUPERSEDED SURVEY CONTROL
 LY0610
 LY0610  NGVD 29 (??/??/92)  184.200  (m)          604.33   (f) ADJ UNCH    1 2
 LY0610
 LY0610.Superseded values are not recommended for survey control.
 LY0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0610.See file dsdata.txt to determine how the superseded data were derived.
 LY0610
 LY0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL116878(NAD 83)
 LY0610_MARKER: DB = BENCH MARK DISK
 LY0610_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0610_SP_SET: CULVERT
 LY0610_STAMPING: K 50 1934
 LY0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0610
 LY0610  HISTORY     - Date     Condition        Report By
 LY0610  HISTORY     - 1934     MONUMENTED       CGS
 LY0610  HISTORY     - 1941     GOOD             NGS
 LY0610
 LY0610                          STATION DESCRIPTION
 LY0610
 LY0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LY0610'1.4 MI E FROM PARKERS GLEN.
 LY0610'1.4 MILES EAST ALONG THE ERIE RAILROAD FROM THE STATION AT
 LY0610'PARKERS GLEN, PIKE COUNTY, ABOUT 440 FEET EAST OF MILEPOST 101,
 LY0610'AT A 12-INCH CAST-IRON CULVERT, IN THE EAST END OF THE SOUTH
 LY0610'HEAD WALL, 11 FEET SOUTH OF THE CENTER LINE OF THE EAST-BOUND
 LY0610'TRACK, AND ABOUT 2.5 FEET LOWER THAN THE TOP OF THE RAIL.  A
 LY0610'STANDARD DISK, STAMPED K 50 1934.
 LY0610
 LY0610                          STATION RECOVERY (1941)
 LY0610
 LY0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LY0610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0397 ***********************************************************************
 LZ0397  DESIGNATION -  K 51
 LZ0397  PID         -  LZ0397
 LZ0397  STATE/COUNTY-  PA/LYCOMING
 LZ0397  USGS QUAD   -  BODINES (1973)
 LZ0397
 LZ0397                         *CURRENT SURVEY CONTROL
 LZ0397  ___________________________________________________________________
 LZ0397* NAD 83(1986)-  41 29 34.     (N)    076 52 44.     (W)     SCALED    
 LZ0397* NAVD 88     -       374.128  (meters)    1227.45   (feet)  ADJUSTED  
 LZ0397  ___________________________________________________________________
 LZ0397  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 LZ0397  DYNAMIC HT  -         373.957 (meters)    1226.89  (feet)  COMP
 LZ0397  MODELED GRAV-     980,157.4   (mgal)                       NAVD 88
 LZ0397
 LZ0397  VERT ORDER  -  SECOND    CLASS 0
 LZ0397
 LZ0397.The horizontal coordinates were scaled from a topographic map and have
 LZ0397.an estimated accuracy of +/- 6 seconds.
 LZ0397
 LZ0397.The orthometric height was determined by differential leveling
 LZ0397.and adjusted by the National Geodetic Survey in June 1991..
 LZ0397
 LZ0397.The geoid height was determined by GEOID03.
 LZ0397
 LZ0397.The dynamic height is computed by dividing the NAVD 88
 LZ0397.geopotential number by the normal gravity value computed on the
 LZ0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0397.degrees latitude (g = 980.6199 gals.).
 LZ0397
 LZ0397.The modeled gravity was interpolated from observed gravity values.
 LZ0397
 LZ0397;                    North         East    Units  Estimated Accuracy
 LZ0397;SPC PA N     -   147,640.      672,740.      MT  (+/- 180 meters Scaled)
 LZ0397
 LZ0397                          SUPERSEDED SURVEY CONTROL
 LZ0397
 LZ0397  NGVD 29 (??/??/92)  374.304  (m)         1228.03   (f) ADJ UNCH    2 0
 LZ0397
 LZ0397.Superseded values are not recommended for survey control.
 LZ0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0397.See file dsdata.txt to determine how the superseded data were derived.
 LZ0397
 LZ0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL431951(NAD 83)
 LZ0397_MARKER: DB = BENCH MARK DISK
 LZ0397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0397_SP_SET: ABUTMENT
 LZ0397_STAMPING: K 51 1934
 LZ0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0397
 LZ0397  HISTORY     - Date     Condition        Report By
 LZ0397  HISTORY     - 1934     MONUMENTED       CGS
 LZ0397
 LZ0397                          STATION DESCRIPTION
 LZ0397
 LZ0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0397'5.8 MI E FROM MARSH HILL JUNCTION.
 LZ0397'ABOUT 5.8 MILES EAST ALONG THE SUSQUEHANNA AND NEW YORK RAILROAD
 LZ0397'FROM MARSH HILL JUNCTION, LYCOMING COUNTY, ABOUT 1,050 FEET EAST
 LZ0397'OF MILEPOST 38, AT A 40-FOOT SPAN GIRDER BRIDGE, IN THE SOUTH
 LZ0397'END OF THE EAST ABUTMENT, 76 FEET EAST OF POLE 37+24, 4 FEET
 LZ0397'SOUTH OF THE SOUTH RAIL, AND ABOUT 1 FOOT LOWER THAN THE TOP OF
 LZ0397'THE RAIL.  A STANDARD DISK, STAMPED K 51 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1732 ***********************************************************************
 LY1732  DESIGNATION -  K 52
 LY1732  PID         -  LY1732
 LY1732  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1732  USGS QUAD   -  HARFORD (1992)
 LY1732
 LY1732                         *CURRENT SURVEY CONTROL
 LY1732  ___________________________________________________________________
 LY1732* NAD 83(1986)-  41 52 03.     (N)    075 44 51.     (W)     SCALED    
 LY1732* NAVD 88     -       346.036  (meters)    1135.29   (feet)  ADJUSTED  
 LY1732  ___________________________________________________________________
 LY1732  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 LY1732  DYNAMIC HT  -         345.901 (meters)    1134.84  (feet)  COMP
 LY1732  MODELED GRAV-     980,222.3   (mgal)                       NAVD 88
 LY1732
 LY1732  VERT ORDER  -  SECOND    CLASS 0
 LY1732
 LY1732.The horizontal coordinates were scaled from a topographic map and have
 LY1732.an estimated accuracy of +/- 6 seconds.
 LY1732
 LY1732.The orthometric height was determined by differential leveling
 LY1732.and adjusted by the National Geodetic Survey in June 1991..
 LY1732
 LY1732.The geoid height was determined by GEOID03.
 LY1732
 LY1732.The dynamic height is computed by dividing the NAVD 88
 LY1732.geopotential number by the normal gravity value computed on the
 LY1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1732.degrees latitude (g = 980.6199 gals.).
 LY1732
 LY1732.The modeled gravity was interpolated from observed gravity values.
 LY1732
 LY1732;                    North         East    Units  Estimated Accuracy
 LY1732;SPC PA N     -   190,810.      766,240.      MT  (+/- 180 meters Scaled)
 LY1732
 LY1732                          SUPERSEDED SURVEY CONTROL
 LY1732
 LY1732  NGVD 29 (??/??/92)  346.176  (m)         1135.75   (f) ADJ UNCH    2 0
 LY1732
 LY1732.Superseded values are not recommended for survey control.
 LY1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1732.See file dsdata.txt to determine how the superseded data were derived.
 LY1732
 LY1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM379353(NAD 83)
 LY1732_MARKER: DB = BENCH MARK DISK
 LY1732_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1732_SP_SET: BRIDGE
 LY1732_STAMPING: K 52 1934
 LY1732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1732
 LY1732  HISTORY     - Date     Condition        Report By
 LY1732  HISTORY     - 1934     MONUMENTED       CGS
 LY1732
 LY1732                          STATION DESCRIPTION
 LY1732
 LY1732'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LY1732'1.5 MI S FROM NEW MILFORD.
 LY1732'1.5 MILES SOUTH ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 LY1732'RAILROAD FROM NEW MILFORD, SUSQUEHANNA COUNTY, 945 FEET NORTH
 LY1732'OF MILEPOST 170, 33 FEET EAST OF THE CENTERLINE OF THE NORTH-BOUND
 LY1732'TRACK, IN THE FOUNDATION OF AN OVERHEAD CONCRETE HIGHWAY ARCH
 LY1732'BRIDGE, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK,
 LY1732'STAMPED K 52 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0004 ***********************************************************************
 LZ0004  DESIGNATION -  K 53
 LZ0004  PID         -  LZ0004
 LZ0004  STATE/COUNTY-  PA/BRADFORD
 LZ0004  USGS QUAD   -  TOWANDA (1967)
 LZ0004
 LZ0004                         *CURRENT SURVEY CONTROL
 LZ0004  ___________________________________________________________________
 LZ0004* NAD 83(1986)-  41 46 03.     (N)    076 24 55.     (W)     SCALED    
 LZ0004* NAVD 88     -       221.518  (meters)     726.76   (feet)  ADJUSTED  
 LZ0004  ___________________________________________________________________
 LZ0004  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 LZ0004  DYNAMIC HT  -         221.428 (meters)     726.47  (feet)  COMP
 LZ0004  MODELED GRAV-     980,211.2   (mgal)                       NAVD 88
 LZ0004
 LZ0004  VERT ORDER  -  SECOND    CLASS 0
 LZ0004
 LZ0004.The horizontal coordinates were scaled from a topographic map and have
 LZ0004.an estimated accuracy of +/- 6 seconds.
 LZ0004
 LZ0004.The orthometric height was determined by differential leveling
 LZ0004.and adjusted by the National Geodetic Survey in June 1991..
 LZ0004
 LZ0004.The geoid height was determined by GEOID03.
 LZ0004
 LZ0004.The dynamic height is computed by dividing the NAVD 88
 LZ0004.geopotential number by the normal gravity value computed on the
 LZ0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0004.degrees latitude (g = 980.6199 gals.).
 LZ0004
 LZ0004.The modeled gravity was interpolated from observed gravity values.
 LZ0004
 LZ0004;                    North         East    Units  Estimated Accuracy
 LZ0004;SPC PA N     -   178,640.      710,980.      MT  (+/- 180 meters Scaled)
 LZ0004
 LZ0004                          SUPERSEDED SURVEY CONTROL
 LZ0004
 LZ0004  NGVD 29 (??/??/92)  221.728  (m)          727.45   (f) ADJ UNCH    2 0
 LZ0004
 LZ0004.Superseded values are not recommended for survey control.
 LZ0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0004.See file dsdata.txt to determine how the superseded data were derived.
 LZ0004
 LZ0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM823249(NAD 83)
 LZ0004_MARKER: DB = BENCH MARK DISK
 LZ0004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0004_SP_SET: BRIDGE
 LZ0004_STAMPING: K 53 1934
 LZ0004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0004
 LZ0004  HISTORY     - Date     Condition        Report By
 LZ0004  HISTORY     - 1934     MONUMENTED       CGS
 LZ0004  HISTORY     - 1968     GOOD             NGS
 LZ0004  HISTORY     - 19920724 GOOD             USPSQD
 LZ0004
 LZ0004                          STATION DESCRIPTION
 LZ0004
 LZ0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0004'1.8 MI E FROM EAST TOWANDA.
 LZ0004'1.8 MILES EAST ALONG THE LEHIGH VALLEY RAILROAD FROM EAST
 LZ0004'TOWANDA, BRADFORD COUNTY, ABOUT 120 FEET WEST OF MILEPOST 252,
 LZ0004'AT 50-FOOT GIRDER BRIDGE 252, IN THE SOUTH END OF THE WEST
 LZ0004'ABUTMENT, 10 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 4 FEET
 LZ0004'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED K 53
 LZ0004'1934.
 LZ0004
 LZ0004                          STATION RECOVERY (1992)
 LZ0004
 LZ0004'RECOVERY NOTE BY US POWER SQUADRON 1992 (DEZ)
 LZ0004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0136 ***********************************************************************
 LZ0136  DESIGNATION -  K 55
 LZ0136  PID         -  LZ0136
 LZ0136  STATE/COUNTY-  PA/LUZERNE
 LZ0136  USGS QUAD   -  NANTICOKE (1976)
 LZ0136
 LZ0136                         *CURRENT SURVEY CONTROL
 LZ0136  ___________________________________________________________________
 LZ0136* NAD 83(1986)-  41 12 56.     (N)    076 00 22.     (W)     SCALED    
 LZ0136* NAVD 88     -       165.553  (meters)     543.15   (feet)  ADJUSTED  
 LZ0136  ___________________________________________________________________
 LZ0136  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 LZ0136  DYNAMIC HT  -         165.487 (meters)     542.94  (feet)  COMP
 LZ0136  MODELED GRAV-     980,222.5   (mgal)                       NAVD 88
 LZ0136
 LZ0136  VERT ORDER  -  SECOND    CLASS 0
 LZ0136
 LZ0136.The horizontal coordinates were scaled from a topographic map and have
 LZ0136.an estimated accuracy of +/- 6 seconds.
 LZ0136
 LZ0136.The orthometric height was determined by differential leveling
 LZ0136.and adjusted by the National Geodetic Survey in June 1991..
 LZ0136
 LZ0136.The geoid height was determined by GEOID03.
 LZ0136
 LZ0136.The dynamic height is computed by dividing the NAVD 88
 LZ0136.geopotential number by the normal gravity value computed on the
 LZ0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0136.degrees latitude (g = 980.6199 gals.).
 LZ0136
 LZ0136.The modeled gravity was interpolated from observed gravity values.
 LZ0136
 LZ0136;                    North         East    Units  Estimated Accuracy
 LZ0136;SPC PA N     -   117,960.      746,230.      MT  (+/- 180 meters Scaled)
 LZ0136
 LZ0136                          SUPERSEDED SURVEY CONTROL
 LZ0136
 LZ0136  NGVD 29 (??/??/92)  165.768  (m)          543.86   (f) ADJ UNCH    2 0
 LZ0136
 LZ0136.Superseded values are not recommended for survey control.
 LZ0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0136.See file dsdata.txt to determine how the superseded data were derived.
 LZ0136
 LZ0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL156631(NAD 83)
 LZ0136_MARKER: DB = BENCH MARK DISK
 LZ0136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0136_SP_SET: ABUTMENT
 LZ0136_STAMPING: K 55 1934
 LZ0136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0136
 LZ0136  HISTORY     - Date     Condition        Report By
 LZ0136  HISTORY     - 1934     MONUMENTED       CGS
 LZ0136
 LZ0136                          STATION DESCRIPTION
 LZ0136
 LZ0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0136'AT WEST NANTICOKE.
 LZ0136'AT WEST NANTICOKE, LUZERNE COUNTY, 200 FEET SOUTH OF THE
 LZ0136'CENTERLINE OF THE ERIE-LACKAWANNA RAILROAD TRACK, 120 FEET SOUTH
 LZ0136'OF A SECONDARY-ROAD CROSSING, AT PENNSYLVANIA RAILROAD 5-SPAN
 LZ0136'STEEL-TRUSS BRIDGE 56/31, IN THE EAST END OF THE NORTH ABUMENT,
 LZ0136'12 FEET EAST OF THE CENTERLINE OF THE PENNSYLVANIA RAILROAD
 LZ0136'TRACK, AND 4 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 LZ0136'DISK, STAMPED K 55 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1040 ***********************************************************************
 LY1040  DESIGNATION -  K 56
 LY1040  PID         -  LY1040
 LY1040  STATE/COUNTY-  PA/LACKAWANNA
 LY1040  USGS QUAD   -  CARBONDALE (1994)
 LY1040
 LY1040                         *CURRENT SURVEY CONTROL
 LY1040  ___________________________________________________________________
 LY1040* NAD 83(1986)-  41 34 17.     (N)    075 30 20.     (W)     SCALED    
 LY1040* NAVD 88     -       318.400  (meters)    1044.62   (feet)  ADJUSTED  
 LY1040  ___________________________________________________________________
 LY1040  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 LY1040  DYNAMIC HT  -         318.277 (meters)    1044.21  (feet)  COMP
 LY1040  MODELED GRAV-     980,227.6   (mgal)                       NAVD 88
 LY1040
 LY1040  VERT ORDER  -  SECOND    CLASS 0
 LY1040
 LY1040.The horizontal coordinates were scaled from a topographic map and have
 LY1040.an estimated accuracy of +/- 6 seconds.
 LY1040
 LY1040.The orthometric height was determined by differential leveling
 LY1040.and adjusted by the National Geodetic Survey in June 1991..
 LY1040
 LY1040.The geoid height was determined by GEOID03.
 LY1040
 LY1040.The dynamic height is computed by dividing the NAVD 88
 LY1040.geopotential number by the normal gravity value computed on the
 LY1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1040.degrees latitude (g = 980.6199 gals.).
 LY1040
 LY1040.The modeled gravity was interpolated from observed gravity values.
 LY1040
 LY1040;                    North         East    Units  Estimated Accuracy
 LY1040;SPC PA N     -   158,430.      787,170.      MT  (+/- 180 meters Scaled)
 LY1040
 LY1040                          SUPERSEDED SURVEY CONTROL
 LY1040
 LY1040  NGVD 29 (??/??/92)  318.597  (m)         1045.26   (f) ADJ UNCH    2 0
 LY1040
 LY1040.Superseded values are not recommended for survey control.
 LY1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1040.See file dsdata.txt to determine how the superseded data were derived.
 LY1040
 LY1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM578023(NAD 83)
 LY1040_MARKER: DD = SURVEY DISK
 LY1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1040_STAMPING: K 56 1934
 LY1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1040+STABILITY: SURFACE MOTION
 LY1040
 LY1040  HISTORY     - Date     Condition        Report By
 LY1040  HISTORY     - 1934     MONUMENTED       PAGS
 LY1040  HISTORY     - 1942     GOOD             NGS
 LY1040
 LY1040                          STATION DESCRIPTION
 LY1040
 LY1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LY1040'AT CARBONDALE.
 LY1040'AT CARBONDALE, LACKAWANNA COUNTY, 45 FEET SOUTH OF THE DELAWARE
 LY1040'AND HUDSON RAILROAD STATION, AT MILEPOST W 34-A 177, 60 FEET EAST
 LY1040'OF THE CENTERLINE OF THE WEST-BOUND TRACK, AND ABOUT 4 INCHES
 LY1040'LOWER THAN THE TOP OF THE RAIL.  A COMMONWEALTH OF PENNSYLVANIA
 LY1040'STANDARD DISK, STAMPED K 56 1934 AND SET IN THE TOP OF A CONCRETE
 LY1040'POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0106 ***********************************************************************
 LZ0106  DESIGNATION -  K 57
 LZ0106  PID         -  LZ0106
 LZ0106  STATE/COUNTY-  PA/WYOMING
 LZ0106  USGS QUAD   -  NOXEN (1981)
 LZ0106
 LZ0106                         *CURRENT SURVEY CONTROL
 LZ0106  ___________________________________________________________________
 LZ0106* NAD 83(1986)-  41 25 29.     (N)    076 03 34.     (W)     SCALED    
 LZ0106* NAVD 88     -       303.768  (meters)     996.61   (feet)  ADJUSTED  
 LZ0106  ___________________________________________________________________
 LZ0106  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 LZ0106  DYNAMIC HT  -         303.647 (meters)     996.22  (feet)  COMP
 LZ0106  MODELED GRAV-     980,218.3   (mgal)                       NAVD 88
 LZ0106
 LZ0106  VERT ORDER  -  SECOND    CLASS 0
 LZ0106
 LZ0106.The horizontal coordinates were scaled from a topographic map and have
 LZ0106.an estimated accuracy of +/- 6 seconds.
 LZ0106
 LZ0106.The orthometric height was determined by differential leveling
 LZ0106.and adjusted by the National Geodetic Survey in June 1991..
 LZ0106
 LZ0106.The geoid height was determined by GEOID03.
 LZ0106
 LZ0106.The dynamic height is computed by dividing the NAVD 88
 LZ0106.geopotential number by the normal gravity value computed on the
 LZ0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0106.degrees latitude (g = 980.6199 gals.).
 LZ0106
 LZ0106.The modeled gravity was interpolated from observed gravity values.
 LZ0106
 LZ0106;                    North         East    Units  Estimated Accuracy
 LZ0106;SPC PA N     -   141,090.      741,300.      MT  (+/- 180 meters Scaled)
 LZ0106
 LZ0106                          SUPERSEDED SURVEY CONTROL
 LZ0106
 LZ0106  NGVD 29 (??/??/92)  303.969  (m)          997.27   (f) ADJ UNCH    2 0
 LZ0106
 LZ0106.Superseded values are not recommended for survey control.
 LZ0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0106.See file dsdata.txt to determine how the superseded data were derived.
 LZ0106
 LZ0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL114864(NAD 83)
 LZ0106_MARKER: DB = BENCH MARK DISK
 LZ0106_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0106_SP_SET: BRIDGE SEAT
 LZ0106_STAMPING: K 57 1934
 LZ0106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0106
 LZ0106  HISTORY     - Date     Condition        Report By
 LZ0106  HISTORY     - 1934     MONUMENTED       CGS
 LZ0106  HISTORY     - 20031018 MARK NOT FOUND   INDIV
 LZ0106
 LZ0106                          STATION DESCRIPTION
 LZ0106
 LZ0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0106'AT NOXEN.
 LZ0106'AT NOXEN, WYOMING COUNTY, ON THE LEHIGH VALLEY RAILROAD, ABOUT
 LZ0106'700 FEET SOUTH OF THE STATION, ABOUT 150 FEET NORTH OF MILEPOST
 LZ0106'199, 75 FEET SOUTH OF THE CENTER OF A MACADAM ROAD CROSSING, AT
 LZ0106'THE 120-FOOT 3-SPAN PLATE-GIRDER BRIDGE OVER BOWMANS CREEK,
 LZ0106'IN THE NORTHEAST END OF THE NORTHWEST BRIDGE SEAT, 6 FEET
 LZ0106'NORTHEAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 6 FEET
 LZ0106'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED K 57
 LZ0106'1934.
 LZ0106
 LZ0106                          STATION RECOVERY (2003)
 LZ0106
 LZ0106'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (ZKM)
 LZ0106'AN EMPTY DRILL HOLE WAS FOUND AT THE LOCATION GIVEN IN THE
 LZ0106'DESCRIPTION. THE DISK WAS NOT LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1721 ***********************************************************************
 LY1721  DESIGNATION -  K 58
 LY1721  PID         -  LY1721
 LY1721  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1721  USGS QUAD   -  MONTROSE WEST (1994)
 LY1721
 LY1721                         *CURRENT SURVEY CONTROL
 LY1721  ___________________________________________________________________
 LY1721* NAD 83(1986)-  41 47 48.     (N)    075 53 30.     (W)     SCALED    
 LY1721* NAVD 88     -       502.178  (meters)    1647.56   (feet)  ADJUSTED  
 LY1721  ___________________________________________________________________
 LY1721  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 LY1721  DYNAMIC HT  -         501.976 (meters)    1646.90  (feet)  COMP
 LY1721  MODELED GRAV-     980,204.4   (mgal)                       NAVD 88
 LY1721
 LY1721  VERT ORDER  -  SECOND    CLASS 0
 LY1721
 LY1721.The horizontal coordinates were scaled from a topographic map and have
 LY1721.an estimated accuracy of +/- 6 seconds.
 LY1721
 LY1721.The orthometric height was determined by differential leveling
 LY1721.and adjusted by the National Geodetic Survey in June 1991..
 LY1721
 LY1721.The geoid height was determined by GEOID03.
 LY1721
 LY1721.The dynamic height is computed by dividing the NAVD 88
 LY1721.geopotential number by the normal gravity value computed on the
 LY1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1721.degrees latitude (g = 980.6199 gals.).
 LY1721
 LY1721.The modeled gravity was interpolated from observed gravity values.
 LY1721
 LY1721;                    North         East    Units  Estimated Accuracy
 LY1721;SPC PA N     -   182,680.      754,440.      MT  (+/- 180 meters Scaled)
 LY1721
 LY1721                          SUPERSEDED SURVEY CONTROL
 LY1721
 LY1721  NGVD 29 (??/??/92)  502.348  (m)         1648.12   (f) ADJ UNCH    2 0
 LY1721
 LY1721.Superseded values are not recommended for survey control.
 LY1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1721.See file dsdata.txt to determine how the superseded data were derived.
 LY1721
 LY1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM259275(NAD 83)
 LY1721_MARKER: DB = BENCH MARK DISK
 LY1721_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1721_SP_SET: SIDEWALK
 LY1721_STAMPING: K 58 1934
 LY1721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1721
 LY1721  HISTORY     - Date     Condition        Report By
 LY1721  HISTORY     - 1934     MONUMENTED       CGS
 LY1721  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 LY1721
 LY1721                          STATION DESCRIPTION
 LY1721
 LY1721'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LY1721'AT SOUTH MONTROSE.
 LY1721'AT SOUTH MONTROSE, SUSQUEHANNA COUNTY, ON THE LEHIGH VALLEY
 LY1721'RAILROAD, 30 FEET NORTH OF THE STATION, 25 FEET SOUTH OF THE
 LY1721'ENTRANCE TO THE POST OFFICE AND THE G.H. FISH GENERAL STORE IN
 LY1721'1934, 35 FEET WEST OF THE CROSSING OF STATE HIGHWAY 29, 35
 LY1721'FEET SOUTH OF BENCH MARK T.T.S. 8 K (U.S.G.S.) DESCRIBED BELOW,
 LY1721'AND IN THE SIDEWALK.  A STANDARD DISK, STAMPED K 58 1934.
 LY1721
 LY1721                          STATION RECOVERY (1981)
 LY1721
 LY1721'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 LY1721'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1303 ***********************************************************************
 KW1303  DESIGNATION -  K 6
 KW1303  PID         -  KW1303
 KW1303  STATE/COUNTY-  PA/LANCASTER
 KW1303  USGS QUAD   -  COLUMBIA WEST (1990)
 KW1303
 KW1303                         *CURRENT SURVEY CONTROL
 KW1303  ___________________________________________________________________
 KW1303* NAD 83(1986)-  40 05 19.     (N)    076 34 30.     (W)     SCALED    
 KW1303* NAVD 88     -       137.426  (meters)     450.87   (feet)  ADJUSTED  
 KW1303  ___________________________________________________________________
 KW1303  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 KW1303  DYNAMIC HT  -         137.356 (meters)     450.64  (feet)  COMP
 KW1303  MODELED GRAV-     980,108.8   (mgal)                       NAVD 88
 KW1303
 KW1303  VERT ORDER  -  SECOND    CLASS 0
 KW1303
 KW1303.The horizontal coordinates were scaled from a topographic map and have
 KW1303.an estimated accuracy of +/- 6 seconds.
 KW1303
 KW1303.The orthometric height was determined by differential leveling
 KW1303.and adjusted by the National Geodetic Survey in June 1991..
 KW1303
 KW1303.The geoid height was determined by GEOID03.
 KW1303
 KW1303.The dynamic height is computed by dividing the NAVD 88
 KW1303.geopotential number by the normal gravity value computed on the
 KW1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1303.degrees latitude (g = 980.6199 gals.).
 KW1303
 KW1303.The modeled gravity was interpolated from observed gravity values.
 KW1303
 KW1303;                    North         East    Units  Estimated Accuracy
 KW1303;SPC PA S     -    84,530.      700,200.      MT  (+/- 180 meters Scaled)
 KW1303
 KW1303                          SUPERSEDED SURVEY CONTROL
 KW1303
 KW1303  NGVD 29 (??/??/??)  137.665  (m)          451.66   (f) ADJUSTED    2 0
 KW1303
 KW1303.Superseded values are not recommended for survey control.
 KW1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1303.See file dsdata.txt to determine how the superseded data were derived.
 KW1303
 KW1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK657387(NAD 83)
 KW1303_MARKER: DB = BENCH MARK DISK
 KW1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1303_STAMPING: K 6 1955
 KW1303_MARK LOGO: CGS   
 KW1303_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KW1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1303+STABILITY: SURFACE MOTION
 KW1303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW1303+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2004
 KW1303
 KW1303  HISTORY     - Date     Condition        Report By
 KW1303  HISTORY     - 1955     MONUMENTED       CGS
 KW1303  HISTORY     - 19940225 GOOD             ADRGS
 KW1303  HISTORY     - 19950312 GOOD             USPSQD
 KW1303  HISTORY     - 20040417 GOOD             GEOCAC
 KW1303
 KW1303                          STATION DESCRIPTION
 KW1303
 KW1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KW1303'2.8 MI N FROM MAYTOWN.
 KW1303'ABOUT 1.4 MILES NORTHWEST ALONG STATE HIGHWAY 340 FROM THE POST
 KW1303'OFFICE MAYTOWN, THENCE ABOUT 0.7 MILE EAST AND 0.1 MILE SOUTH
 KW1303'ALONG BLACK TOP ROADS, THENCE ABOUT 0.3 MILE EAST AND ABOUT 0.3
 KW1303'MILE NORTH ALONG RUNWAYS OF DONEGAL AIRPORT, AT THE AIRPORT, 16
 KW1303'FEET NORTH OF CENTER LINE OF A BLACK TOP ROAD, 1.8 FEET SOUTHWEST
 KW1303'OF SOUTHEAST CORNER OF THE SOUTH ONE OF TWO QUANSET TYPE METAL
 KW1303'COVERED HANGARS, 30 1/2 FEET NORTH-NORTHEAST AND ACROSS ROAD FROM
 KW1303'TELEPHONE POLE NO. 702, ABOUT LEVEL WITH ROAD AND SET IN THE TOP
 KW1303'OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- MARK IS REACHED
 KW1303'FROM THE WATER TOWER AT MAYTOWN BY GOING ABOUT 0.65 MILE NORTH
 KW1303'ALONG A BLACK-TOP ROAD, THENCE ABOUT 0.35 MILE EAST ALONG A BLACK
 KW1303'TOP ROAD.
 KW1303
 KW1303                          STATION RECOVERY (1994)
 KW1303
 KW1303'RECOVERY NOTE BY ADR GEODETIC SERVICES 1994 (BAW)
 KW1303'RECOVERED AS DESCRIBED.  STATION LC-93-221 IS LOCATED NEARBY.  A LEVEL
 KW1303'TIE WAS MADE BETWEEN THE TWO STATIONS.
 KW1303
 KW1303                          STATION RECOVERY (1995)
 KW1303
 KW1303'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW1303'RECOVERED IN GOOD CONDITION.
 KW1303
 KW1303                          STATION RECOVERY (2004)
 KW1303
 KW1303'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1303'QUONSET HUT HANGERS NO LONGER EXIST. REMOVE REFERENCE TO TELEPHONE
 KW1303'POLE 702. MARK IS 3 FEET NORTH OF PP AND L POWER POLE 32880-S27735.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0609 ***********************************************************************
 MB0609  DESIGNATION -  K 60
 MB0609  PID         -  MB0609
 MB0609  STATE/COUNTY-  PA/MERCER
 MB0609  USGS QUAD   -  SHARON WEST (1994)
 MB0609
 MB0609                         *CURRENT SURVEY CONTROL
 MB0609  ___________________________________________________________________
 MB0609* NAD 83(1986)-  41 13 56.     (N)    080 30 44.     (W)     SCALED    
 MB0609* NAVD 88     -       260.819  (meters)     855.70   (feet)  ADJUSTED  
 MB0609  ___________________________________________________________________
 MB0609  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 MB0609  DYNAMIC HT  -         260.703 (meters)     855.32  (feet)  COMP
 MB0609  MODELED GRAV-     980,173.0   (mgal)                       NAVD 88
 MB0609
 MB0609  VERT ORDER  -  SECOND    CLASS 0
 MB0609
 MB0609.The horizontal coordinates were scaled from a topographic map and have
 MB0609.an estimated accuracy of +/- 6 seconds.
 MB0609
 MB0609.The orthometric height was determined by differential leveling
 MB0609.and adjusted by the National Geodetic Survey in June 1991..
 MB0609
 MB0609.The geoid height was determined by GEOID03.
 MB0609
 MB0609.The dynamic height is computed by dividing the NAVD 88
 MB0609.geopotential number by the normal gravity value computed on the
 MB0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0609.degrees latitude (g = 980.6199 gals.).
 MB0609
 MB0609.The modeled gravity was interpolated from observed gravity values.
 MB0609
 MB0609;                    North         East    Units  Estimated Accuracy
 MB0609;SPC PA N     -   122,030.      368,470.      MT  (+/- 180 meters Scaled)
 MB0609
 MB0609                          SUPERSEDED SURVEY CONTROL
 MB0609
 MB0609  NGVD 29 (??/??/92)  260.983  (m)          856.24   (f) ADJ UNCH    2 0
 MB0609
 MB0609.Superseded values are not recommended for survey control.
 MB0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0609.See file dsdata.txt to determine how the superseded data were derived.
 MB0609
 MB0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF408646(NAD 83)
 MB0609_MARKER: DB = BENCH MARK DISK
 MB0609_SETTING: 0 = UNSPECIFIED SETTING
 MB0609_STAMPING: K60 1935
 MB0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0609
 MB0609  HISTORY     - Date     Condition        Report By
 MB0609  HISTORY     - 1935     MONUMENTED       CGS
 MB0609  HISTORY     - 1950     GOOD             NGS
 MB0609
 MB0609                          STATION DESCRIPTION
 MB0609
 MB0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MB0609'AT SHARON.
 MB0609'AT SHARON, 130 FEET SOUTH OF THE ERIE RAILROAD STATION, AT
 MB0609'THE CROSSING OF MAIN STREET, 90 FEET SOUTH OF THE CENTERLINE
 MB0609'OF THE STREET, 7 FEET EAST OF THE EAST RAIL, AND ABOUT 1/2 FOOT
 MB0609'LOWER THAN THE TRACK.  NOTE-- IF THE MARK IS STILL THERE IT IS
 MB0609'COVERED WITH ABOUT ONE FOOT OF TARVIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0021 ***********************************************************************
 MB0021  DESIGNATION -  K 61
 MB0021  PID         -  MB0021
 MB0021  STATE/COUNTY-  PA/CRAWFORD
 MB0021  USGS QUAD   -  HARMONSBURG (1977)
 MB0021
 MB0021                         *CURRENT SURVEY CONTROL
 MB0021  ___________________________________________________________________
 MB0021* NAD 83(1986)-  41 40 45.     (N)    080 20 37.     (W)     SCALED    
 MB0021* NAVD 88     -       321.824  (meters)    1055.85   (feet)  ADJUSTED  
 MB0021  ___________________________________________________________________
 MB0021  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 MB0021  DYNAMIC HT  -         321.693 (meters)    1055.42  (feet)  COMP
 MB0021  MODELED GRAV-     980,207.1   (mgal)                       NAVD 88
 MB0021
 MB0021  VERT ORDER  -  SECOND    CLASS 0
 MB0021
 MB0021.The horizontal coordinates were scaled from a topographic map and have
 MB0021.an estimated accuracy of +/- 6 seconds.
 MB0021
 MB0021.The orthometric height was determined by differential leveling
 MB0021.and adjusted by the National Geodetic Survey in June 1991..
 MB0021
 MB0021.The geoid height was determined by GEOID03.
 MB0021
 MB0021.The dynamic height is computed by dividing the NAVD 88
 MB0021.geopotential number by the normal gravity value computed on the
 MB0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0021.degrees latitude (g = 980.6199 gals.).
 MB0021
 MB0021.The modeled gravity was interpolated from observed gravity values.
 MB0021
 MB0021;                    North         East    Units  Estimated Accuracy
 MB0021;SPC PA N     -   171,200.      384,080.      MT  (+/- 180 meters Scaled)
 MB0021
 MB0021                          SUPERSEDED SURVEY CONTROL
 MB0021
 MB0021  NGVD 29 (??/??/92)  321.988  (m)         1056.39   (f) ADJ UNCH    2 0
 MB0021
 MB0021.Superseded values are not recommended for survey control.
 MB0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0021.See file dsdata.txt to determine how the superseded data were derived.
 MB0021
 MB0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG546143(NAD 83)
 MB0021_MARKER: DB = BENCH MARK DISK
 MB0021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0021_SP_SET: BRIDGE
 MB0021_STAMPING: K 61 1935
 MB0021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0021
 MB0021  HISTORY     - Date     Condition        Report By
 MB0021  HISTORY     - 1935     MONUMENTED       CGS
 MB0021
 MB0021                          STATION DESCRIPTION
 MB0021
 MB0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MB0021'1.1 MI N FROM HARMONSBURG.
 MB0021'1.1 MILES NORTH ALONG THE BESSEMER AND LAKE ERIE RAILROAD
 MB0021'FROM THE STATION AT HARMONSBURG, AT A 30-FOOT SPAN CONCRETE SLAB
 MB0021'BRIDGE, IN THE TOP OF THE SECOND STEP FROM THE TOP OF THE
 MB0021'NORTHEAST WING WALL, 16 FEET EAST OF THE EAST RAIL, AND ABOUT
 MB0021'6 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED K 61
 MB0021'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0011 ***********************************************************************
 MB0011  DESIGNATION -  K 62
 MB0011  PID         -  MB0011
 MB0011  STATE/COUNTY-  PA/CRAWFORD
 MB0011  USGS QUAD   -  MEADVILLE (1990)
 MB0011
 MB0011                         *CURRENT SURVEY CONTROL
 MB0011  ___________________________________________________________________
 MB0011* NAD 83(1986)-  41 37 54.     (N)    080 09 35.     (W)     SCALED    
 MB0011* NAVD 88     -       327.765  (meters)    1075.34   (feet)  ADJUSTED  
 MB0011  ___________________________________________________________________
 MB0011  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 MB0011  DYNAMIC HT  -         327.630 (meters)    1074.90  (feet)  COMP
 MB0011  MODELED GRAV-     980,200.8   (mgal)                       NAVD 88
 MB0011
 MB0011  VERT ORDER  -  FIRST     CLASS II
 MB0011
 MB0011.The horizontal coordinates were scaled from a topographic map and have
 MB0011.an estimated accuracy of +/- 6 seconds.
 MB0011
 MB0011.The orthometric height was determined by differential leveling
 MB0011.and adjusted by the National Geodetic Survey in June 1991..
 MB0011
 MB0011.The geoid height was determined by GEOID03.
 MB0011
 MB0011.The dynamic height is computed by dividing the NAVD 88
 MB0011.geopotential number by the normal gravity value computed on the
 MB0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0011.degrees latitude (g = 980.6199 gals.).
 MB0011
 MB0011.The modeled gravity was interpolated from observed gravity values.
 MB0011
 MB0011;                    North         East    Units  Estimated Accuracy
 MB0011;SPC PA N     -   165,490.      399,240.      MT  (+/- 180 meters Scaled)
 MB0011
 MB0011                          SUPERSEDED SURVEY CONTROL
 MB0011
 MB0011  NGVD 29 (??/??/92)  327.937  (m)         1075.91   (f) ADJ UNCH    1 2
 MB0011
 MB0011.Superseded values are not recommended for survey control.
 MB0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0011.See file dsdata.txt to determine how the superseded data were derived.
 MB0011
 MB0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG699092(NAD 83)
 MB0011_MARKER: DB = BENCH MARK DISK
 MB0011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0011_SP_SET: BRIDGE SEAT
 MB0011_STAMPING: K 62 1935
 MB0011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0011
 MB0011  HISTORY     - Date     Condition        Report By
 MB0011  HISTORY     - 1935     MONUMENTED       CGS
 MB0011  HISTORY     - 1960     GOOD             NGS
 MB0011  HISTORY     - 1961     GOOD             NGS
 MB0011  HISTORY     - 20021006 MARK NOT FOUND   INDIV
 MB0011
 MB0011                          STATION DESCRIPTION
 MB0011
 MB0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MB0011'IN MEADVILLE.
 MB0011'AT MEADVILLE, ON THE BESSEMER AND LAKE ERIE RAILROAD, 375
 MB0011'FEET SOUTHWEST OF THE CENTER OF THE CROSSING OF MERCER STREET,
 MB0011'OPPOSITE POLE 16+24, AT A TRIPLE 300 FOOT BRIDGE, IN THE TOP OF
 MB0011'THE NORTHSIDE OF THE EAST BRIDGE SEAT, 4 FEET NORTH OF THE
 MB0011'NORTH RAIL, AND 5-1/2 FEET LOWER THAN THE TRACK.  A STANDARD
 MB0011'DISK, STAMPED K 62 1935.
 MB0011
 MB0011                          STATION RECOVERY (1961)
 MB0011
 MB0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 MB0011'RECOVERED IN GOOD CONDITION.
 MB0011
 MB0011                          STATION RECOVERY (2002)
 MB0011
 MB0011'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLC)
 MB0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0303 ***********************************************************************
 MB0303  DESIGNATION -  K 63
 MB0303  PID         -  MB0303
 MB0303  STATE/COUNTY-  PA/MERCER
 MB0303  USGS QUAD   -  GROVE CITY (1981)
 MB0303
 MB0303                         *CURRENT SURVEY CONTROL
 MB0303  ___________________________________________________________________
 MB0303* NAD 83(1986)-  41 11 31.     (N)    080 07 19.     (W)     SCALED    
 MB0303* NAVD 88     -       386.339  (meters)    1267.51   (feet)  ADJUSTED  
 MB0303  ___________________________________________________________________
 MB0303  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 MB0303  DYNAMIC HT  -         386.159 (meters)    1266.92  (feet)  COMP
 MB0303  MODELED GRAV-     980,147.0   (mgal)                       NAVD 88
 MB0303
 MB0303  VERT ORDER  -  SECOND    CLASS 0
 MB0303
 MB0303.The horizontal coordinates were scaled from a topographic map and have
 MB0303.an estimated accuracy of +/- 6 seconds.
 MB0303
 MB0303.The orthometric height was determined by differential leveling
 MB0303.and adjusted by the National Geodetic Survey in June 1991..
 MB0303
 MB0303.The geoid height was determined by GEOID03.
 MB0303
 MB0303.The dynamic height is computed by dividing the NAVD 88
 MB0303.geopotential number by the normal gravity value computed on the
 MB0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0303.degrees latitude (g = 980.6199 gals.).
 MB0303
 MB0303.The modeled gravity was interpolated from observed gravity values.
 MB0303
 MB0303;                    North         East    Units  Estimated Accuracy
 MB0303;SPC PA N     -   116,590.      401,050.      MT  (+/- 180 meters Scaled)
 MB0303
 MB0303                          SUPERSEDED SURVEY CONTROL
 MB0303
 MB0303  NGVD 29 (??/??/92)  386.471  (m)         1267.95   (f) ADJ UNCH    2 0
 MB0303
 MB0303.Superseded values are not recommended for survey control.
 MB0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0303.See file dsdata.txt to determine how the superseded data were derived.
 MB0303
 MB0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF736604(NAD 83)
 MB0303_MARKER: DB = BENCH MARK DISK
 MB0303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0303_SP_SET: PIER
 MB0303_STAMPING: K 63 1935
 MB0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0303
 MB0303  HISTORY     - Date     Condition        Report By
 MB0303  HISTORY     - 1935     MONUMENTED       CGS
 MB0303  HISTORY     - 1958     MARK NOT FOUND   NGS
 MB0303
 MB0303                          STATION DESCRIPTION
 MB0303
 MB0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MB0303'2 MI SE FROM PARDOE.
 MB0303'2.0 MILES SOUTH ALONG THE BESSEMER AND LAKE ERIE RAILROAD FROM
 MB0303'THE STATON AT PARDOE, 890 FEET NORTH OF MILEPOST 32.5, AT A
 MB0303'160-FOOT CONCRETE-AND-STEEL GRIDER BRIDGE OVER STATE HIGHWAY 58,
 MB0303'AT THE WEST SIDE OF THE FIRST PIER FROM THE EAST, IN THE TOP OF
 MB0303'THE PIER BASE, 11 FEET FROM THE SOUTH END, 9 FEET EAST OF THE
 MB0303'EAST RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 MB0303'DISK, STAMPED K 63 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0255 ***********************************************************************
 MB0255  DESIGNATION -  K 64
 MB0255  PID         -  MB0255
 MB0255  STATE/COUNTY-  PA/LAWRENCE
 MB0255  USGS QUAD   -  NEW CASTLE NORTH (1990)
 MB0255
 MB0255                         *CURRENT SURVEY CONTROL
 MB0255  ___________________________________________________________________
 MB0255* NAD 83(1986)-  41 05 10.     (N)    080 19 13.     (W)     SCALED    
 MB0255* NAVD 88     -       282.541  (meters)     926.97   (feet)  ADJUSTED  
 MB0255  ___________________________________________________________________
 MB0255  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 MB0255  DYNAMIC HT  -         282.408 (meters)     926.53  (feet)  COMP
 MB0255  MODELED GRAV-     980,145.9   (mgal)                       NAVD 88
 MB0255
 MB0255  VERT ORDER  -  SECOND    CLASS 0
 MB0255
 MB0255.The horizontal coordinates were scaled from a topographic map and have
 MB0255.an estimated accuracy of +/- 6 seconds.
 MB0255
 MB0255.The orthometric height was determined by differential leveling
 MB0255.and adjusted by the National Geodetic Survey in June 1991..
 MB0255
 MB0255.The geoid height was determined by GEOID03.
 MB0255
 MB0255.The dynamic height is computed by dividing the NAVD 88
 MB0255.geopotential number by the normal gravity value computed on the
 MB0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0255.degrees latitude (g = 980.6199 gals.).
 MB0255
 MB0255.The modeled gravity was interpolated from observed gravity values.
 MB0255
 MB0255;                    North         East    Units  Estimated Accuracy
 MB0255;SPC PA S     -   197,770.      384,060.      MT  (+/- 180 meters Scaled)
 MB0255
 MB0255                          SUPERSEDED SURVEY CONTROL
 MB0255
 MB0255  NGVD 29 (??/??/92)  282.692  (m)          927.47   (f) ADJ UNCH    2 0
 MB0255
 MB0255.Superseded values are not recommended for survey control.
 MB0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0255.See file dsdata.txt to determine how the superseded data were derived.
 MB0255
 MB0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF570485(NAD 83)
 MB0255_MARKER: DB = BENCH MARK DISK
 MB0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0255_STAMPING: K 64 1935
 MB0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0255+STABILITY: SURFACE MOTION
 MB0255
 MB0255  HISTORY     - Date     Condition        Report By
 MB0255  HISTORY     - 1935     MONUMENTED       CGS
 MB0255  HISTORY     - 1944     GOOD             NGS
 MB0255
 MB0255                          STATION DESCRIPTION
 MB0255
 MB0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 MB0255'AT WILMINGTON JUNCTION.
 MB0255'AT WILMINGTON JUNCTION, ABOUT 590 FEET NORTH OF THE PENNSYLVANIA
 MB0255'RR STATION, 97 FEET NORTHWEST OF A POLE WITH A TRANSFORMER, 80
 MB0255'FEET NORTH OF THE CENTERLINE OF A DIRT ROAD, 30 FEET WEST OF
 MB0255'THE WEST RAIL, 3 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND LEVEL
 MB0255'WITH THE TRACK.  A STANDARD DISK, STAMPED K 64 1935 AND SET IN
 MB0255'THE TOP OF A CONCRETE POST PROJECTING ABOUT 9 INCHES ABOVE
 MB0255'GROUND.  NOTE-- STATION BUILDING, ROAD CROSSING AND POLE WITH
 MB0255'TRANSFORMER HAVE BEED REMOVED.  IT IS SUGGESTED THAT LOCATION
 MB0255'BE CONSIDERED AS ALONG WILMINGTON BRANCH 604 FT. NORTH OF
 MB0255'JUNCTION SWITCH POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0869 ***********************************************************************
 MA0869  DESIGNATION -  K 65
 MA0869  PID         -  MA0869
 MA0869  STATE/COUNTY-  PA/WARREN
 MA0869  USGS QUAD   -  RUSSELL (1977)
 MA0869
 MA0869                         *CURRENT SURVEY CONTROL
 MA0869  ___________________________________________________________________
 MA0869* NAD 83(1986)-  41 57 54.     (N)    079 07 55.     (W)     SCALED    
 MA0869* NAVD 88     -       377.269  (meters)    1237.76   (feet)  ADJUSTED  
 MA0869  ___________________________________________________________________
 MA0869  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 MA0869  DYNAMIC HT  -         377.121 (meters)    1237.27  (feet)  COMP
 MA0869  MODELED GRAV-     980,218.3   (mgal)                       NAVD 88
 MA0869
 MA0869  VERT ORDER  -  SECOND    CLASS 0
 MA0869
 MA0869.The horizontal coordinates were scaled from a topographic map and have
 MA0869.an estimated accuracy of +/- 6 seconds.
 MA0869
 MA0869.The orthometric height was determined by differential leveling
 MA0869.and adjusted by the National Geodetic Survey in June 1991..
 MA0869
 MA0869.The geoid height was determined by GEOID03.
 MA0869
 MA0869.The dynamic height is computed by dividing the NAVD 88
 MA0869.geopotential number by the normal gravity value computed on the
 MA0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0869.degrees latitude (g = 980.6199 gals.).
 MA0869
 MA0869.The modeled gravity was interpolated from observed gravity values.
 MA0869
 MA0869;                    North         East    Units  Estimated Accuracy
 MA0869;SPC PA N     -   200,630.      485,450.      MT  (+/- 180 meters Scaled)
 MA0869
 MA0869                          SUPERSEDED SURVEY CONTROL
 MA0869
 MA0869  NGVD 29 (??/??/92)  377.432  (m)         1238.29   (f) ADJ UNCH    2 0
 MA0869
 MA0869.Superseded values are not recommended for survey control.
 MA0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0869.See file dsdata.txt to determine how the superseded data were derived.
 MA0869
 MA0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG547475(NAD 83)
 MA0869_MARKER: DB = BENCH MARK DISK
 MA0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0869_STAMPING: K 65 1935
 MA0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0869+STABILITY: SURFACE MOTION
 MA0869
 MA0869  HISTORY     - Date     Condition        Report By
 MA0869  HISTORY     - 1935     MONUMENTED       CGS
 MA0869
 MA0869                          STATION DESCRIPTION
 MA0869
 MA0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0869'AT AKELEY.
 MA0869'AT AKELEY, WARREN COUNTY, ABOUT 75 FEET EAST OF THE SOUTHEAST
 MA0869'CORNER OF THE NEW YORK CENTRAL STATION, AT THE CROSSING OF U.S.
 MA0869'HIGHWAY 62, 35 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 51
 MA0869'FEET EAST OF THE EAST RAIL, 13 FEET SOUTHWEST OF A 13-INCH MAPLE
 MA0869'TREE, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 MA0869'K 65 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 MA0869'7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0664 ***********************************************************************
 MA0664  DESIGNATION -  K 66
 MA0664  PID         -  MA0664
 MA0664  STATE/COUNTY-  PA/WARREN
 MA0664  USGS QUAD   -  CORNPLANTER BRIDGE (1973)
 MA0664
 MA0664                         *CURRENT SURVEY CONTROL
 MA0664  ___________________________________________________________________
 MA0664* NAD 83(1986)-  41 52 11.     (N)    078 57 22.     (W)     SCALED    
 MA0664* NAVD 88     -       376.472  (meters)    1235.14   (feet)  ADJUSTED  
 MA0664  ___________________________________________________________________
 MA0664  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 MA0664  DYNAMIC HT  -         376.324 (meters)    1234.66  (feet)  COMP
 MA0664  MODELED GRAV-     980,218.7   (mgal)                       NAVD 88
 MA0664
 MA0664  VERT ORDER  -  FIRST     CLASS II
 MA0664
 MA0664.The horizontal coordinates were scaled from a topographic map and have
 MA0664.an estimated accuracy of +/- 6 seconds.
 MA0664
 MA0664.The orthometric height was determined by differential leveling
 MA0664.and adjusted by the National Geodetic Survey in June 1991..
 MA0664.WARNING-Repeat measurements at this control monument indicate possible
 MA0664.vertical movement.
 MA0664
 MA0664.The geoid height was determined by GEOID03.
 MA0664
 MA0664.The dynamic height is computed by dividing the NAVD 88
 MA0664.geopotential number by the normal gravity value computed on the
 MA0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0664.degrees latitude (g = 980.6199 gals.).
 MA0664
 MA0664.The modeled gravity was interpolated from observed gravity values.
 MA0664
 MA0664;                    North         East    Units  Estimated Accuracy
 MA0664;SPC PA N     -   189,830.      499,870.      MT  (+/- 180 meters Scaled)
 MA0664
 MA0664                          SUPERSEDED SURVEY CONTROL
 MA0664
 MA0664  NGVD 29 (??/??/92)  376.639  (m)         1235.69   (f) ADJ UNCH    1 2
 MA0664
 MA0664.Superseded values are not recommended for survey control.
 MA0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0664.See file dsdata.txt to determine how the superseded data were derived.
 MA0664
 MA0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG696373(NAD 83)
 MA0664_MARKER: DB = BENCH MARK DISK
 MA0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0664_STAMPING: K 66 1935
 MA0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0664+STABILITY: SURFACE MOTION
 MA0664
 MA0664  HISTORY     - Date     Condition        Report By
 MA0664  HISTORY     - 1935     MONUMENTED       CGS
 MA0664
 MA0664                          STATION DESCRIPTION
 MA0664
 MA0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0664'AT KINZUA.
 MA0664'AT KINZUA, WARREN COUNTY, ON THE PENNSYLVANIA RAILROAD, 80 YARDS
 MA0664'SOUTH OF THE STATION, AT THE CROSSING OF STATE HIGHWAY 59, 85
 MA0664'FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 59, 35 FEET WEST
 MA0664'OF THE CENTER LINE OF THE MAIN TRACK, AND 8 FEET EAST OF THE
 MA0664'NORTHEAST CORNER OF AN UNPAINTED WOODEN SHED.  A STANDARD DISK,
 MA0664'STAMPED K 66 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MA0664'1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0903 ***********************************************************************
 MA0903  DESIGNATION -  K 67
 MA0903  PID         -  MA0903
 MA0903  STATE/COUNTY-  PA/WARREN
 MA0903  USGS QUAD   -  SHEFFIELD (1973)
 MA0903
 MA0903                         *CURRENT SURVEY CONTROL
 MA0903  ___________________________________________________________________
 MA0903* NAD 83(1986)-  41 39 48.     (N)    079 01 16.     (W)     SCALED    
 MA0903* NAVD 88     -       404.517  (meters)    1327.15   (feet)  ADJUSTED  
 MA0903  ___________________________________________________________________
 MA0903  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 MA0903  DYNAMIC HT  -         404.348 (meters)    1326.60  (feet)  COMP
 MA0903  MODELED GRAV-     980,191.6   (mgal)                       NAVD 88
 MA0903
 MA0903  VERT ORDER  -  SECOND    CLASS 0
 MA0903
 MA0903.The horizontal coordinates were scaled from a topographic map and have
 MA0903.an estimated accuracy of +/- 6 seconds.
 MA0903
 MA0903.The orthometric height was determined by differential leveling
 MA0903.and adjusted by the National Geodetic Survey in June 1991..
 MA0903
 MA0903.The geoid height was determined by GEOID03.
 MA0903
 MA0903.The dynamic height is computed by dividing the NAVD 88
 MA0903.geopotential number by the normal gravity value computed on the
 MA0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0903.degrees latitude (g = 980.6199 gals.).
 MA0903
 MA0903.The modeled gravity was interpolated from observed gravity values.
 MA0903
 MA0903;                    North         East    Units  Estimated Accuracy
 MA0903;SPC PA N     -   166,990.      494,140.      MT  (+/- 180 meters Scaled)
 MA0903
 MA0903                          SUPERSEDED SURVEY CONTROL
 MA0903
 MA0903  NGVD 29 (??/??/92)  404.660  (m)         1327.62   (f) ADJ UNCH    2 0
 MA0903
 MA0903.Superseded values are not recommended for survey control.
 MA0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0903.See file dsdata.txt to determine how the superseded data were derived.
 MA0903
 MA0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG647142(NAD 83)
 MA0903_MARKER: DB = BENCH MARK DISK
 MA0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0903_STAMPING: K 67 1935
 MA0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0903+STABILITY: SURFACE MOTION
 MA0903
 MA0903  HISTORY     - Date     Condition        Report By
 MA0903  HISTORY     - 1935     MONUMENTED       CGS
 MA0903  HISTORY     - 1936     GOOD             NGS
 MA0903
 MA0903                          STATION DESCRIPTION
 MA0903
 MA0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0903'AT BARNES.
 MA0903'AT BARNES, WARREN COUNTY, ON THE TIONESTA VALLEY RAILWAY, 45
 MA0903'FEET NORTH OF STATION 0/30, 62 FEET SOUTH OF THE CENTER LINE
 MA0903'OF THE HIGHWAY, 51 FEET WEST OF THE CENTER LINE OF THE TRACK, AND
 MA0903'25 FEET NORTHWEST OF A SMALL CONCRETE CULVERT.  A STANDARD DISK,
 MA0903'STAMPED K 67 1935 AND SET IN THE TOP OF A CONCRETE POST
 MA0903'PROJECTING ABOUT 2 INCHES ABOVE GROUND.  NOTE-- THE TIONESTA
 MA0903'VALLEY RAILWAY HAS BEEN ABANDONED.
 MA0903
 MA0903                          STATION RECOVERY (1936)
 MA0903
 MA0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 MA0903'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0935 ***********************************************************************
 LZ0935  DESIGNATION -  K 68
 LZ0935  PID         -  LZ0935
 LZ0935  STATE/COUNTY-  PA/LYCOMING
 LZ0935  USGS QUAD   -  COGAN STATION (1973)
 LZ0935
 LZ0935                         *CURRENT SURVEY CONTROL
 LZ0935  ___________________________________________________________________
 LZ0935* NAD 83(1986)-  41 21 51.     (N)    077 04 42.     (W)     SCALED    
 LZ0935* NAVD 88     -       197.713  (meters)     648.66   (feet)  ADJUSTED  
 LZ0935  ___________________________________________________________________
 LZ0935  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 LZ0935  DYNAMIC HT  -         197.627 (meters)     648.38  (feet)  COMP
 LZ0935  MODELED GRAV-     980,184.9   (mgal)                       NAVD 88
 LZ0935
 LZ0935  VERT ORDER  -  SECOND    CLASS 0
 LZ0935
 LZ0935.The horizontal coordinates were scaled from a topographic map and have
 LZ0935.an estimated accuracy of +/- 6 seconds.
 LZ0935
 LZ0935.The orthometric height was determined by differential leveling
 LZ0935.and adjusted by the National Geodetic Survey in June 1991..
 LZ0935
 LZ0935.The geoid height was determined by GEOID03.
 LZ0935
 LZ0935.The dynamic height is computed by dividing the NAVD 88
 LZ0935.geopotential number by the normal gravity value computed on the
 LZ0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0935.degrees latitude (g = 980.6199 gals.).
 LZ0935
 LZ0935.The modeled gravity was interpolated from observed gravity values.
 LZ0935
 LZ0935;                    North         East    Units  Estimated Accuracy
 LZ0935;SPC PA N     -   133,210.      656,200.      MT  (+/- 180 meters Scaled)
 LZ0935
 LZ0935                          SUPERSEDED SURVEY CONTROL
 LZ0935
 LZ0935  NGVD 29 (??/??/92)  197.94   (m)          649.4    (f) COMPUTED    2 0
 LZ0935
 LZ0935.Superseded values are not recommended for survey control.
 LZ0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0935.See file dsdata.txt to determine how the superseded data were derived.
 LZ0935
 LZ0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL261812(NAD 83)
 LZ0935_MARKER: DB = BENCH MARK DISK
 LZ0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0935_STAMPING: K 68 1935
 LZ0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0935+STABILITY: SURFACE MOTION
 LZ0935
 LZ0935  HISTORY     - Date     Condition        Report By
 LZ0935  HISTORY     - 1935     MONUMENTED       CGS
 LZ0935  HISTORY     - 1968     MARK NOT FOUND   NGS
 LZ0935
 LZ0935                          STATION DESCRIPTION
 LZ0935
 LZ0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0935'1.8 MI S FROM TROUT RUN.
 LZ0935'1.8 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM TROUT
 LZ0935'RUN, LYCOMING COUNTY, ABOUT 2,420 FEET SOUTH OF MILEPOST 11,
 LZ0935'39 FEET NORTHEAST OF THE CENTER OF A DIRT-ROAD CROSSING, ABOUT
 LZ0935'35 FEET EAST OF THE CENTER LINE OF THE TRACK, 18 FEET NORTH
 LZ0935'OF THE CENTER LINE OF THE ROAD, 5 FEET WEST OF THE F.P. SNYDER
 LZ0935'FARM PROPERTY LINE, AND ABOUT 1-1/2 FEET LOWER THAN THE TOP OF THE
 LZ0935'RAIL.  A STANDARD DISK, STAMPED K 68 1935 AND SET IN THE TOP OF
 LZ0935'A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0626 ***********************************************************************
 LZ0626  DESIGNATION -  K 69
 LZ0626  PID         -  LZ0626
 LZ0626  STATE/COUNTY-  PA/BRADFORD
 LZ0626  USGS QUAD   -  LEROY (1983)
 LZ0626
 LZ0626                         *CURRENT SURVEY CONTROL
 LZ0626  ___________________________________________________________________
 LZ0626* NAD 83(1986)-  41 37 33.     (N)    076 39 22.     (W)     SCALED    
 LZ0626* NAVD 88     -       424.592  (meters)    1393.02   (feet)  ADJUSTED  
 LZ0626  ___________________________________________________________________
 LZ0626  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 LZ0626  DYNAMIC HT  -         424.399 (meters)    1392.38  (feet)  COMP
 LZ0626  MODELED GRAV-     980,154.6   (mgal)                       NAVD 88
 LZ0626
 LZ0626  VERT ORDER  -  SECOND    CLASS 0
 LZ0626
 LZ0626.The horizontal coordinates were scaled from a topographic map and have
 LZ0626.an estimated accuracy of +/- 6 seconds.
 LZ0626
 LZ0626.The orthometric height was determined by differential leveling
 LZ0626.and adjusted by the National Geodetic Survey in June 1991..
 LZ0626
 LZ0626.The geoid height was determined by GEOID03.
 LZ0626
 LZ0626.The dynamic height is computed by dividing the NAVD 88
 LZ0626.geopotential number by the normal gravity value computed on the
 LZ0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0626.degrees latitude (g = 980.6199 gals.).
 LZ0626
 LZ0626.The modeled gravity was interpolated from observed gravity values.
 LZ0626
 LZ0626;                    North         East    Units  Estimated Accuracy
 LZ0626;SPC PA N     -   162,620.      691,150.      MT  (+/- 180 meters Scaled)
 LZ0626
 LZ0626                          SUPERSEDED SURVEY CONTROL
 LZ0626
 LZ0626  NGVD 29 (??/??/92)  424.773  (m)         1393.61   (f) ADJ UNCH    2 0
 LZ0626
 LZ0626.Superseded values are not recommended for survey control.
 LZ0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0626.See file dsdata.txt to determine how the superseded data were derived.
 LZ0626
 LZ0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM620095(NAD 83)
 LZ0626_MARKER: DB = BENCH MARK DISK
 LZ0626_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0626_SP_SET: ABUTMENT
 LZ0626_STAMPING: K 69 1935
 LZ0626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0626
 LZ0626  HISTORY     - Date     Condition        Report By
 LZ0626  HISTORY     - 1935     MONUMENTED       CGS
 LZ0626
 LZ0626                          STATION DESCRIPTION
 LZ0626
 LZ0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0626'0.7 MI SW FROM LAQUIN.
 LZ0626'0.7 MILE SOUTHWEST ALONG THE SUSQUEHANNA AND NEW YORK RAILROAD FROM
 LZ0626'THE STATION AT LAQUIN, BRADFORD COUNTY, 0.6 MILE SOUTHWEST OF
 LZ0626'MILEPOST 17, 51 FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN
 LZ0626'TRACK, 24 FEET SOUTHEAST OF THE CENTER LINE OF A SIDETRACK, 15
 LZ0626'FEET NORTHWEST OF THE CENTER LINE OF AN ABANDONED TRACK, AT THE
 LZ0626'NORTH ABUTMENT OF AN ABANDONED BRIDGE, IN THE TOP OF THE NORTHEAST
 LZ0626'CORNER, AND ABOUT 4 FEET LOWER THAN THE MAIN TRACK.  A STANDARD
 LZ0626'DISK, STAMPED K 69 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0055 ***********************************************************************
 JV0055  DESIGNATION -  K 7
 JV0055  PID         -  JV0055
 JV0055  STATE/COUNTY-  PA/LANCASTER
 JV0055  USGS QUAD   -  WAKEFIELD (1976)
 JV0055
 JV0055                         *CURRENT SURVEY CONTROL
 JV0055  ___________________________________________________________________
 JV0055* NAD 83(1986)-  39 46 19.     (N)    076 14 51.     (W)     SCALED    
 JV0055* NAVD 88     -        36.783  (meters)     120.68   (feet)  ADJUSTED  
 JV0055  ___________________________________________________________________
 JV0055  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JV0055  DYNAMIC HT  -          36.765 (meters)     120.62  (feet)  COMP
 JV0055  MODELED GRAV-     980,128.0   (mgal)                       NAVD 88
 JV0055
 JV0055  VERT ORDER  -  FIRST     CLASS II
 JV0055
 JV0055.The horizontal coordinates were scaled from a topographic map and have
 JV0055.an estimated accuracy of +/- 6 seconds.
 JV0055
 JV0055.The orthometric height was determined by differential leveling
 JV0055.and adjusted by the National Geodetic Survey in June 1991..
 JV0055
 JV0055.The geoid height was determined by GEOID03.
 JV0055
 JV0055.The dynamic height is computed by dividing the NAVD 88
 JV0055.geopotential number by the normal gravity value computed on the
 JV0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0055.degrees latitude (g = 980.6199 gals.).
 JV0055
 JV0055.The modeled gravity was interpolated from observed gravity values.
 JV0055
 JV0055;                    North         East    Units  Estimated Accuracy
 JV0055;SPC PA S     -    49,800.      728,730.      MT  (+/- 180 meters Scaled)
 JV0055
 JV0055                          SUPERSEDED SURVEY CONTROL
 JV0055
 JV0055  NGVD 29 (??/??/??)   37.037  (m)          121.51   (f) ADJUSTED    1 2
 JV0055
 JV0055.Superseded values are not recommended for survey control.
 JV0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0055.See file dsdata.txt to determine how the superseded data were derived.
 JV0055
 JV0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK931031(NAD 83)
 JV0055_MARKER: B = BOLT
 JV0055_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV0055_SP_SET: BRIDGE
 JV0055_STAMPING: K 7 1955
 JV0055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV0055
 JV0055  HISTORY     - Date     Condition        Report By
 JV0055  HISTORY     - UNK      MONUMENTED       RBNF
 JV0055  HISTORY     - 1955     GOOD             CGS
 JV0055
 JV0055                          STATION DESCRIPTION
 JV0055
 JV0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JV0055'6.2 MI SE FROM HOLTWOOD.
 JV0055'ABOUT 6.15 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 JV0055'THE CROSSING OF POWER PLANT ROAD AT HOLTWOOD, ABOUT 0.2 MILE SOUTH
 JV0055'OF MILE POST 19, ABOUT 0.45 MILE SOUTHEAST OF A CONCRETE ARCH
 JV0055'CULVERT OVER A SMALL STREAM AT BENTON, IN THE TOP OF NORTHWEST
 JV0055'END OF SOUTHWEST HEAD WALL OF A CONCRETE ARCH BRIDGE OVER A
 JV0055'SMALL CREEK, 18.2 FEET SOUTHWEST OF SOUTHWEST RAIL, 0.8 FOOT
 JV0055'SOUTHEAST OF NORTHWEST END OF HEAD WALL AND ABOUT 1 FOOT BELOW
 JV0055'LEVEL OF TRACK.  NOTE-- STAMPED BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0469 ***********************************************************************
 LZ0469  DESIGNATION -  K 70
 LZ0469  PID         -  LZ0469
 LZ0469  STATE/COUNTY-  PA/SULLIVAN
 LZ0469  USGS QUAD   -  EAGLES MERE (1993)
 LZ0469
 LZ0469                         *CURRENT SURVEY CONTROL
 LZ0469  ___________________________________________________________________
 LZ0469* NAD 83(1986)-  41 27 13.     (N)    076 31 39.     (W)     SCALED    
 LZ0469* NAVD 88     -       396.322  (meters)    1300.27   (feet)  ADJUSTED  
 LZ0469  ___________________________________________________________________
 LZ0469  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 LZ0469  DYNAMIC HT  -         396.149 (meters)    1299.70  (feet)  COMP
 LZ0469  MODELED GRAV-     980,174.5   (mgal)                       NAVD 88
 LZ0469
 LZ0469  VERT ORDER  -  SECOND    CLASS 0
 LZ0469
 LZ0469.The horizontal coordinates were scaled from a topographic map and have
 LZ0469.an estimated accuracy of +/- 6 seconds.
 LZ0469
 LZ0469.The orthometric height was determined by differential leveling
 LZ0469.and adjusted by the National Geodetic Survey in June 1991..
 LZ0469
 LZ0469.The geoid height was determined by GEOID03.
 LZ0469
 LZ0469.The dynamic height is computed by dividing the NAVD 88
 LZ0469.geopotential number by the normal gravity value computed on the
 LZ0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0469.degrees latitude (g = 980.6199 gals.).
 LZ0469
 LZ0469.The modeled gravity was interpolated from observed gravity values.
 LZ0469
 LZ0469;                    North         East    Units  Estimated Accuracy
 LZ0469;SPC PA N     -   143,640.      702,140.      MT  (+/- 180 meters Scaled)
 LZ0469
 LZ0469                          SUPERSEDED SURVEY CONTROL
 LZ0469
 LZ0469  NGVD 29 (??/??/92)  396.490  (m)         1300.82   (f) ADJ UNCH    2 0
 LZ0469
 LZ0469.Superseded values are not recommended for survey control.
 LZ0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0469.See file dsdata.txt to determine how the superseded data were derived.
 LZ0469
 LZ0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL724902(NAD 83)
 LZ0469_MARKER: DB = BENCH MARK DISK
 LZ0469_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0469_SP_SET: CULVERT
 LZ0469_STAMPING: K 70 1935
 LZ0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LZ0469+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2003
 LZ0469
 LZ0469  HISTORY     - Date     Condition        Report By
 LZ0469  HISTORY     - 1935     MONUMENTED       CGS
 LZ0469  HISTORY     - 20030712 GOOD             GEOCAC
 LZ0469
 LZ0469                          STATION DESCRIPTION
 LZ0469
 LZ0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0469'5.4 MI SE FROM FORKSVILLE.
 LZ0469'5.4 MILES SOUTHEAST ALONG STATE HIGHWAY 154 FROM FORKSVILLE,
 LZ0469'SULLIVAN COUNTY, 3.4 MILES SOUTHEAST OF THE JUNCTION OF STATE
 LZ0469'HIGHWAY 394, AT AN 18- BY 12-FOOT CONCRETE CULVERT OVER POLE
 LZ0469'BRIDGE RUN, IN THE TOP OF THE NORTHWEST WING WALL, 23 FEET
 LZ0469'NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 4-1/2 FEET
 LZ0469'LOWER THAN THE GRADE.  A STANDARD DISK, STAMPED K 70 1935.
 LZ0469
 LZ0469                          STATION RECOVERY (2003)
 LZ0469
 LZ0469'RECOVERY NOTE BY GEOCACHING 2003 (MHB)
 LZ0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1363 ***********************************************************************
 LZ1363  DESIGNATION -  K 73
 LZ1363  PID         -  LZ1363
 LZ1363  STATE/COUNTY-  PA/POTTER
 LZ1363  USGS QUAD   -  GALETON (1994)
 LZ1363
 LZ1363                         *CURRENT SURVEY CONTROL
 LZ1363  ___________________________________________________________________
 LZ1363* NAD 83(1986)-  41 38 55.     (N)    077 39 41.     (W)     SCALED    
 LZ1363* NAVD 88     -       588.229  (meters)    1929.88   (feet)  ADJUSTED  
 LZ1363  ___________________________________________________________________
 LZ1363  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 LZ1363  DYNAMIC HT  -         587.962 (meters)    1929.01  (feet)  COMP
 LZ1363  MODELED GRAV-     980,150.0   (mgal)                       NAVD 88
 LZ1363
 LZ1363  VERT ORDER  -  SECOND    CLASS 0
 LZ1363
 LZ1363.The horizontal coordinates were scaled from a topographic map and have
 LZ1363.an estimated accuracy of +/- 6 seconds.
 LZ1363
 LZ1363.The orthometric height was determined by differential leveling
 LZ1363.and adjusted by the National Geodetic Survey in June 1991..
 LZ1363
 LZ1363.The geoid height was determined by GEOID03.
 LZ1363
 LZ1363.The dynamic height is computed by dividing the NAVD 88
 LZ1363.geopotential number by the normal gravity value computed on the
 LZ1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1363.degrees latitude (g = 980.6199 gals.).
 LZ1363
 LZ1363.The modeled gravity was interpolated from observed gravity values.
 LZ1363
 LZ1363;                    North         East    Units  Estimated Accuracy
 LZ1363;SPC PA N     -   164,580.      607,380.      MT  (+/- 180 meters Scaled)
 LZ1363
 LZ1363                          SUPERSEDED SURVEY CONTROL
 LZ1363
 LZ1363  NGVD 29 (??/??/92)  588.348  (m)         1930.27   (f) ADJ UNCH    2 0
 LZ1363
 LZ1363.Superseded values are not recommended for survey control.
 LZ1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1363.See file dsdata.txt to determine how the superseded data were derived.
 LZ1363
 LZ1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM783141(NAD 83)
 LZ1363_MARKER: DB = BENCH MARK DISK
 LZ1363_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1363_SP_SET: BRIDGE
 LZ1363_STAMPING: K 73 1935
 LZ1363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1363
 LZ1363  HISTORY     - Date     Condition        Report By
 LZ1363  HISTORY     - 1935     MONUMENTED       CGS
 LZ1363
 LZ1363                          STATION DESCRIPTION
 LZ1363
 LZ1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ1363'AT GERMANIA.
 LZ1363'AT GERMANIA, ON STATE HIGHWAY 144, AT HIGHWAY STATION 195+00,
 LZ1363'52 FEET EAST OF THE FRONT DOORSTEP OF THE POST OFFICE, 48 FEET
 LZ1363'WEST OF THE SOUTHWEST CORNER OF THE 2-STORY WHITE FRAME GERMANIA
 LZ1363'HOTEL, AT THE CROSSING OF THE RAUSCH PLACE ROAD, AT A 10-FOOT
 LZ1363'STEEL-STRINGER BRIDGE OVER GERMANIA BRANCH, IN THE TOP OF THE
 LZ1363'SOUTH END OF THE EAST CONCRETE BACK WALL, 14 FEET WEST OF THE
 LZ1363'CENTER LINE OF THE HIGHWAY, 11 FEET SOUTH OF THE CENTER OF THE
 LZ1363'BRIDGE, 6 FEET NORTH OF A 12-INCH MAPLE TREE, AND LEVEL WITH THE
 LZ1363'ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0965 ***********************************************************************
 MA0965  DESIGNATION -  K 75
 MA0965  PID         -  MA0965
 MA0965  STATE/COUNTY-  PA/CLARION
 MA0965  USGS QUAD   -  LUCINDA (1977)
 MA0965
 MA0965                         *CURRENT SURVEY CONTROL
 MA0965  ___________________________________________________________________
 MA0965* NAD 83(1986)-  41 18 35.     (N)    079 22 16.     (W)     SCALED    
 MA0965* NAVD 88     -       480.604  (meters)    1576.78   (feet)  ADJUSTED  
 MA0965  ___________________________________________________________________
 MA0965  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 MA0965  DYNAMIC HT  -         480.381 (meters)    1576.05  (feet)  COMP
 MA0965  MODELED GRAV-     980,145.6   (mgal)                       NAVD 88
 MA0965
 MA0965  VERT ORDER  -  SECOND    CLASS 0
 MA0965
 MA0965.The horizontal coordinates were scaled from a topographic map and have
 MA0965.an estimated accuracy of +/- 6 seconds.
 MA0965
 MA0965.The orthometric height was determined by differential leveling
 MA0965.and adjusted by the National Geodetic Survey in June 1991..
 MA0965
 MA0965.The geoid height was determined by GEOID03.
 MA0965
 MA0965.The dynamic height is computed by dividing the NAVD 88
 MA0965.geopotential number by the normal gravity value computed on the
 MA0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0965.degrees latitude (g = 980.6199 gals.).
 MA0965
 MA0965.The modeled gravity was interpolated from observed gravity values.
 MA0965
 MA0965;                    North         East    Units  Estimated Accuracy
 MA0965;SPC PA N     -   128,210.      464,260.      MT  (+/- 180 meters Scaled)
 MA0965
 MA0965                          SUPERSEDED SURVEY CONTROL
 MA0965
 MA0965  NGVD 29 (??/??/92)  480.754  (m)         1577.27   (f) ADJ UNCH    2 0
 MA0965
 MA0965.Superseded values are not recommended for survey control.
 MA0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0965.See file dsdata.txt to determine how the superseded data were derived.
 MA0965
 MA0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF363744(NAD 83)
 MA0965_MARKER: DB = BENCH MARK DISK
 MA0965_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0965_SP_SET: TOWER BASE
 MA0965_STAMPING: K 75 1935
 MA0965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0965
 MA0965  HISTORY     - Date     Condition        Report By
 MA0965  HISTORY     - 1935     MONUMENTED       CGS
 MA0965
 MA0965                          STATION DESCRIPTION
 MA0965
 MA0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0965'AT LUCINDA.
 MA0965'AT LUCINDA, CLARION COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 MA0965'AT THE GAS AND OIL PRODUCTS CO. FRACTIONATING TOWER 1, IN THE
 MA0965'TOP OF THE BASE, ABOUT 153 FEET SOUTH OF THE CENTER LINE OF THE
 MA0965'TRACK, AND ABOUT 18 FEET LOWER THAN THE TRACK.  A STANDARD
 MA0965'DISK, STAMPED K 75 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0923 ***********************************************************************
 MA0923  DESIGNATION -  K 76
 MA0923  PID         -  MA0923
 MA0923  STATE/COUNTY-  PA/FOREST
 MA0923  USGS QUAD   -  LYNCH (1977)
 MA0923
 MA0923                         *CURRENT SURVEY CONTROL
 MA0923  ___________________________________________________________________
 MA0923* NAD 83(1986)-  41 30 51.     (N)    079 03 48.     (W)     SCALED    
 MA0923* NAVD 88     -       547.242  (meters)    1795.41   (feet)  ADJUSTED  
 MA0923  ___________________________________________________________________
 MA0923  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 MA0923  DYNAMIC HT  -         546.999 (meters)    1794.61  (feet)  COMP
 MA0923  MODELED GRAV-     980,161.5   (mgal)                       NAVD 88
 MA0923
 MA0923  VERT ORDER  -  SECOND    CLASS 0
 MA0923
 MA0923.The horizontal coordinates were scaled from a topographic map and have
 MA0923.an estimated accuracy of +/- 6 seconds.
 MA0923
 MA0923.The orthometric height was determined by differential leveling
 MA0923.and adjusted by the National Geodetic Survey in June 1991..
 MA0923
 MA0923.The geoid height was determined by GEOID03.
 MA0923
 MA0923.The dynamic height is computed by dividing the NAVD 88
 MA0923.geopotential number by the normal gravity value computed on the
 MA0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0923.degrees latitude (g = 980.6199 gals.).
 MA0923
 MA0923.The modeled gravity was interpolated from observed gravity values.
 MA0923
 MA0923;                    North         East    Units  Estimated Accuracy
 MA0923;SPC PA N     -   150,480.      490,370.      MT  (+/- 180 meters Scaled)
 MA0923
 MA0923                          SUPERSEDED SURVEY CONTROL
 MA0923
 MA0923  NGVD 29 (??/??/92)  547.370  (m)         1795.83   (f) ADJ UNCH    2 0
 MA0923
 MA0923.Superseded values are not recommended for survey control.
 MA0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0923.See file dsdata.txt to determine how the superseded data were derived.
 MA0923
 MA0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF616976(NAD 83)
 MA0923_MARKER: DB = BENCH MARK DISK
 MA0923_SETTING: 66 = SET IN ROCK OUTCROP
 MA0923_SP_SET: ROCK OUTCROP
 MA0923_STAMPING: K 76 1935
 MA0923_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA0923+STABILITY: POSITION/ELEVATION WELL
 MA0923
 MA0923  HISTORY     - Date     Condition        Report By
 MA0923  HISTORY     - 1935     MONUMENTED       CGS
 MA0923
 MA0923                          STATION DESCRIPTION
 MA0923
 MA0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0923'1.1 MI SW FROM BYROMTOWN.
 MA0923'ABOUT 1.1 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0923'FROM THE STATION AT BYROMTOWN, FOREST COUNTY, 40 FEET NORTHEAST
 MA0923'OF POLE 125+33, AT THE EDGE OF A CULTIVATED AREA, ABOUT 105 FEET
 MA0923'SOUTHEAST OF THE CENTER OF A DIRT-ROAD CROSSING, 33 FEET EAST
 MA0923'OF THE EAST RAIL, 45 FEET SOUTHWEST OF A WIRE FENCE, 10 FEET
 MA0923'NORTH OF A 5- BY 5-INCH WHITE POST, 6 FEET SOUTH OF A 5-INCH
 MA0923'MAPLE TREE, IN THE TOP OF A 10- BY 13-FOOT ROCK OUTCROP, AND
 MA0923'ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED K 76
 MA0923'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0757 ***********************************************************************
 MA0757  DESIGNATION -  K 77
 MA0757  PID         -  MA0757
 MA0757  STATE/COUNTY-  PA/MCKEAN
 MA0757  USGS QUAD   -  KANE (1977)
 MA0757
 MA0757                         *CURRENT SURVEY CONTROL
 MA0757  ___________________________________________________________________
 MA0757* NAD 83(1986)-  41 37 31.     (N)    078 47 45.     (W)     SCALED    
 MA0757* NAVD 88     -       627.086  (meters)    2057.36   (feet)  ADJUSTED  
 MA0757  ___________________________________________________________________
 MA0757  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 MA0757  DYNAMIC HT  -         626.810 (meters)    2056.46  (feet)  COMP
 MA0757  MODELED GRAV-     980,162.4   (mgal)                       NAVD 88
 MA0757
 MA0757  VERT ORDER  -  SECOND    CLASS 0
 MA0757
 MA0757.The horizontal coordinates were scaled from a topographic map and have
 MA0757.an estimated accuracy of +/- 6 seconds.
 MA0757
 MA0757.The orthometric height was determined by differential leveling
 MA0757.and adjusted by the National Geodetic Survey in June 1991..
 MA0757
 MA0757.The geoid height was determined by GEOID03.
 MA0757
 MA0757.The dynamic height is computed by dividing the NAVD 88
 MA0757.geopotential number by the normal gravity value computed on the
 MA0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0757.degrees latitude (g = 980.6199 gals.).
 MA0757
 MA0757.The modeled gravity was interpolated from observed gravity values.
 MA0757
 MA0757;                    North         East    Units  Estimated Accuracy
 MA0757;SPC PA N     -   162,510.      512,850.      MT  (+/- 180 meters Scaled)
 MA0757
 MA0757                          SUPERSEDED SURVEY CONTROL
 MA0757
 MA0757  NGVD 29 (??/??/92)  627.191  (m)         2057.71   (f) ADJ UNCH    2 0
 MA0757
 MA0757.Superseded values are not recommended for survey control.
 MA0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0757.See file dsdata.txt to determine how the superseded data were derived.
 MA0757
 MA0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG836105(NAD 83)
 MA0757_MARKER: DB = BENCH MARK DISK
 MA0757_SETTING: 66 = SET IN ROCK OUTCROP
 MA0757_SP_SET: ROCK OUTCROP
 MA0757_STAMPING: K 77 1935
 MA0757_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA0757+STABILITY: POSITION/ELEVATION WELL
 MA0757_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MA0757+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2005
 MA0757
 MA0757  HISTORY     - Date     Condition        Report By
 MA0757  HISTORY     - 1935     MONUMENTED       CGS
 MA0757  HISTORY     - 20010705 GOOD             USPSQD
 MA0757  HISTORY     - 20040710 MARK NOT FOUND   USPSQD
 MA0757  HISTORY     - 20051021 GOOD             USPSQD
 MA0757
 MA0757                          STATION DESCRIPTION
 MA0757
 MA0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0757'1.3 MI NE FROM MADGE.
 MA0757'IN MC KEAN COUNTY, ABOUT 1.3 MILES NORTHEAST ALONG THE BALTIMORE
 MA0757'AND OHIO RAILROAD FROM THE STATION AT MADGE, ELK COUNTY, ABOUT
 MA0757'75 FEET NORTHWEST OF POLE 150+04, 46 FEET NORTH OF THE NORTH
 MA0757'RAIL, 35 FEET WEST OF A TWIN 10-INCH MAPLE AND 8-INCH ELM TREE,
 MA0757'IN THE TOP OF THE CENTER OF A 4- BY 7-FOOT SANDSTONE OUTCROP,
 MA0757'ABOUT 4 FEET LOWER THAN THE TRACK, AND ABOUT 6 INCHES ABOVE
 MA0757'GROUND.  A STANDARD DISK, STAMPED K 77 1935.
 MA0757
 MA0757                          STATION RECOVERY (2001)
 MA0757
 MA0757'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA0757'RECOVERED IN GOOD CONDITION.
 MA0757
 MA0757                          STATION RECOVERY (2004)
 MA0757
 MA0757'RECOVERY NOTE BY US POWER SQUADRON 2004 (SL)
 MA0757'MARK NOT FOUND.
 MA0757
 MA0757                          STATION RECOVERY (2005)
 MA0757
 MA0757'RECOVERY NOTE BY US POWER SQUADRON 2005 (SG)
 MA0757'STATION IS IN WOODED AREA NORTH OF RR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1178 ***********************************************************************
 MA1178  DESIGNATION -  K 78
 MA1178  PID         -  MA1178
 MA1178  STATE/COUNTY-  PA/FOREST
 MA1178  USGS QUAD   -  MARIENVILLE WEST (1973)
 MA1178
 MA1178                         *CURRENT SURVEY CONTROL
 MA1178  ___________________________________________________________________
 MA1178* NAD 83(1986)-  41 28 06.     (N)    079 13 13.     (W)     SCALED    
 MA1178* NAVD 88     -       526.835  (meters)    1728.46   (feet)  ADJUSTED  
 MA1178  ___________________________________________________________________
 MA1178  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 MA1178  DYNAMIC HT  -         526.604 (meters)    1727.70  (feet)  COMP
 MA1178  MODELED GRAV-     980,168.3   (mgal)                       NAVD 88
 MA1178
 MA1178  VERT ORDER  -  SECOND    CLASS 0
 MA1178
 MA1178.The horizontal coordinates were scaled from a topographic map and have
 MA1178.an estimated accuracy of +/- 6 seconds.
 MA1178
 MA1178.The orthometric height was determined by differential leveling
 MA1178.and adjusted by the National Geodetic Survey in June 1991..
 MA1178
 MA1178.The geoid height was determined by GEOID03.
 MA1178
 MA1178.The dynamic height is computed by dividing the NAVD 88
 MA1178.geopotential number by the normal gravity value computed on the
 MA1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1178.degrees latitude (g = 980.6199 gals.).
 MA1178
 MA1178.The modeled gravity was interpolated from observed gravity values.
 MA1178
 MA1178;                    North         East    Units  Estimated Accuracy
 MA1178;SPC PA N     -   145,600.      477,190.      MT  (+/- 180 meters Scaled)
 MA1178
 MA1178                          SUPERSEDED SURVEY CONTROL
 MA1178
 MA1178  NGVD 29 (??/??/92)  526.981  (m)         1728.94   (f) ADJ UNCH    2 0
 MA1178
 MA1178.Superseded values are not recommended for survey control.
 MA1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1178.See file dsdata.txt to determine how the superseded data were derived.
 MA1178
 MA1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF486922(NAD 83)
 MA1178_MARKER: DB = BENCH MARK DISK
 MA1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1178_STAMPING: K 78 1935
 MA1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1178+STABILITY: SURFACE MOTION
 MA1178
 MA1178  HISTORY     - Date     Condition        Report By
 MA1178  HISTORY     - 1935     MONUMENTED       CGS
 MA1178
 MA1178                          STATION DESCRIPTION
 MA1178
 MA1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA1178'6.2 MI W FROM MARIENVILLE.
 MA1178'ABOUT 6.2 MILES WEST ALONG THE NEBRASKA ROAD FROM MARIENVILLE,
 MA1178'FOREST COUNTY, ABOUT 0.5 MILE EAST OF THE POST OFFICE AT MUZETTE,
 MA1178'AT STATION 502+10, ABOUT 54 FEET NORTHEAST OF THE CENTER LINE
 MA1178'OF THE ROAD, NEAR A 50-FOOT WOODEN FIRE-LOOKOUT TOWER, 3 FEET
 MA1178'NORTHWEST OF THE STAKE BENEATH THE CENTER, AND ABOUT 2 FEET
 MA1178'HIGHER THAN THE ROADWAY.  A STANDARD DISK, STAMPED K 78 1935 AND
 MA1178'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 MA1178'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1135 ***********************************************************************
 LZ1135  DESIGNATION -  K 79
 LZ1135  PID         -  LZ1135
 LZ1135  STATE/COUNTY-  PA/LYCOMING
 LZ1135  USGS QUAD   -  SALLADASBURG (1973)
 LZ1135
 LZ1135                         *CURRENT SURVEY CONTROL
 LZ1135  ___________________________________________________________________
 LZ1135* NAD 83(1986)-  41 17 02.     (N)    077 13 34.     (W)     SCALED    
 LZ1135* NAVD 88     -       210.345  (meters)     690.11   (feet)  ADJUSTED  
 LZ1135  ___________________________________________________________________
 LZ1135  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 LZ1135  DYNAMIC HT  -         210.251 (meters)     689.80  (feet)  COMP
 LZ1135  MODELED GRAV-     980,176.7   (mgal)                       NAVD 88
 LZ1135
 LZ1135  VERT ORDER  -  SECOND    CLASS 0
 LZ1135
 LZ1135.The horizontal coordinates were scaled from a topographic map and have
 LZ1135.an estimated accuracy of +/- 6 seconds.
 LZ1135
 LZ1135.The orthometric height was determined by differential leveling
 LZ1135.and adjusted by the National Geodetic Survey in June 1991..
 LZ1135
 LZ1135.The geoid height was determined by GEOID03.
 LZ1135
 LZ1135.The dynamic height is computed by dividing the NAVD 88
 LZ1135.geopotential number by the normal gravity value computed on the
 LZ1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1135.degrees latitude (g = 980.6199 gals.).
 LZ1135
 LZ1135.The modeled gravity was interpolated from observed gravity values.
 LZ1135
 LZ1135;                    North         East    Units  Estimated Accuracy
 LZ1135;SPC PA N     -   124,200.      643,890.      MT  (+/- 180 meters Scaled)
 LZ1135
 LZ1135                          SUPERSEDED SURVEY CONTROL
 LZ1135
 LZ1135  NGVD 29 (??/??/92)  210.549  (m)          690.78   (f) ADJ UNCH    2 0
 LZ1135
 LZ1135.Superseded values are not recommended for survey control.
 LZ1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1135.See file dsdata.txt to determine how the superseded data were derived.
 LZ1135
 LZ1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL135726(NAD 83)
 LZ1135_MARKER: DB = BENCH MARK DISK
 LZ1135_SETTING: 80 = SET IN A BOULDER
 LZ1135_SP_SET: BOULDER
 LZ1135_STAMPING: K 79 1935
 LZ1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1135+STABILITY: SURFACE MOTION
 LZ1135
 LZ1135  HISTORY     - Date     Condition        Report By
 LZ1135  HISTORY     - 1935     MONUMENTED       CGS
 LZ1135
 LZ1135                          STATION DESCRIPTION
 LZ1135
 LZ1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ1135'0.5 MI N FROM SALLADASBURG.
 LZ1135'ABOUT 0.5 MILE NORTH ALONG STATE HIGHWAY 84 FROM SALLADASBURG,
 LZ1135'LYCOMING COUNTY, ABOUT 300 FEET NORTHWEST OF A BLUE KEYSTONE
 LZ1135'SALLADASBURG SIGN, AT STATION 2-79+95, ABOUT 300 FEET SOUTHWEST
 LZ1135'OF A 2-STORY FRAME HOUSE, ABOUT 175 FEET WEST OF THE CENTER LINE
 LZ1135'OF THE HIGHWAY, ABOUT 89 FEET WEST OF POLE 224, 12 FEET EAST OF
 LZ1135'A TWIN 12-INCH PINE TREE, IN THE TOP OF A 4- BY 5-FOOT SANDSTONE
 LZ1135'BOULDER, ABOUT 14 FEET HIGHER THAN THE ROADWAY, AND ABOUT 2 FEET
 LZ1135'ABOVE GROUND.  A STANDARD DISK, STAMPED K 79 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0796 ***********************************************************************
 LZ0796  DESIGNATION -  K 80
 LZ0796  PID         -  LZ0796
 LZ0796  STATE/COUNTY-  PA/TIOGA
 LZ0796  USGS QUAD   -  LIBERTY (1986)
 LZ0796
 LZ0796                         *CURRENT SURVEY CONTROL
 LZ0796  ___________________________________________________________________
 LZ0796* NAD 83(1986)-  41 37 18.     (N)    077 07 03.     (W)     SCALED    
 LZ0796* NAVD 88     -       653.431  (meters)    2143.80   (feet)  ADJUSTED  
 LZ0796  ___________________________________________________________________
 LZ0796  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 LZ0796  DYNAMIC HT  -         653.127 (meters)    2142.80  (feet)  COMP
 LZ0796  MODELED GRAV-     980,135.9   (mgal)                       NAVD 88
 LZ0796
 LZ0796  VERT ORDER  -  SECOND    CLASS 0
 LZ0796
 LZ0796.The horizontal coordinates were scaled from a topographic map and have
 LZ0796.an estimated accuracy of +/- 6 seconds.
 LZ0796
 LZ0796.The orthometric height was determined by differential leveling
 LZ0796.and adjusted by the National Geodetic Survey in June 1991..
 LZ0796
 LZ0796.The geoid height was determined by GEOID03.
 LZ0796
 LZ0796.The dynamic height is computed by dividing the NAVD 88
 LZ0796.geopotential number by the normal gravity value computed on the
 LZ0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0796.degrees latitude (g = 980.6199 gals.).
 LZ0796
 LZ0796.The modeled gravity was interpolated from observed gravity values.
 LZ0796
 LZ0796;                    North         East    Units  Estimated Accuracy
 LZ0796;SPC PA N     -   161,780.      652,710.      MT  (+/- 180 meters Scaled)
 LZ0796
 LZ0796                          SUPERSEDED SURVEY CONTROL
 LZ0796
 LZ0796  NGVD 29 (??/??/92)  653.568  (m)         2144.25   (f) ADJ UNCH    2 0
 LZ0796
 LZ0796.Superseded values are not recommended for survey control.
 LZ0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0796.See file dsdata.txt to determine how the superseded data were derived.
 LZ0796
 LZ0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM235099(NAD 83)
 LZ0796_MARKER: DB = BENCH MARK DISK
 LZ0796_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0796_SP_SET: FOUNDATION
 LZ0796_STAMPING: K 80 1935
 LZ0796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0796
 LZ0796  HISTORY     - Date     Condition        Report By
 LZ0796  HISTORY     - 1935     MONUMENTED       CGS
 LZ0796  HISTORY     - 1968     GOOD             NGS
 LZ0796  HISTORY     - 1977     GOOD             PADT
 LZ0796
 LZ0796                          STATION DESCRIPTION
 LZ0796
 LZ0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0796'4.6 MI N FROM LIBERTY.
 LZ0796'4.6 MILES NORTH ALONG U.S. HIGHWAY 15 FROM THE POST OFFICE IN
 LZ0796'LIBERTY, ABOUT 5.3 MILES SOUTH OF THE BRIDGE OVER THE TIOGA
 LZ0796'RIVER IN BLOSSBURG, AT THE TOP OF BLOSS MOUNTAIN, SET VERTICALLY
 LZ0796'IN THE CONCRETE FOUNDATION OF A SERVICE STATION AND RESTAURANT,
 LZ0796'60 FEET WEST OF THE APPROXIMATE CENTER OF THE HIGHWAY, 3.0 FEET
 LZ0796'SOUTH OF THE NORTHEAST CORNER OF BUILDING, 2.0 FEET ABOVE THE GROUND
 LZ0796'AND IS ABOUT LEVEL WITH THE HIGHWAY.
 LZ0796
 LZ0796                          STATION RECOVERY (1977)
 LZ0796
 LZ0796'RECOVERY NOTE BY PA DEPT OF TRANSP 1977
 LZ0796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0583 ***********************************************************************
 LZ0583  DESIGNATION -  K 81
 LZ0583  PID         -  LZ0583
 LZ0583  STATE/COUNTY-  PA/BRADFORD
 LZ0583  USGS QUAD   -  ULSTER (1969)
 LZ0583
 LZ0583                         *CURRENT SURVEY CONTROL
 LZ0583  ___________________________________________________________________
 LZ0583* NAD 83(1986)-  41 47 02.     (N)    076 32 27.     (W)     SCALED    
 LZ0583* NAVD 88     -       290.151  (meters)     951.94   (feet)  ADJUSTED  
 LZ0583  ___________________________________________________________________
 LZ0583  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 LZ0583  DYNAMIC HT  -         290.033 (meters)     951.55  (feet)  COMP
 LZ0583  MODELED GRAV-     980,208.8   (mgal)                       NAVD 88
 LZ0583
 LZ0583  VERT ORDER  -  SECOND    CLASS 0
 LZ0583
 LZ0583.The horizontal coordinates were scaled from a topographic map and have
 LZ0583.an estimated accuracy of +/- 6 seconds.
 LZ0583
 LZ0583.The orthometric height was determined by differential leveling
 LZ0583.and adjusted by the National Geodetic Survey in June 1991..
 LZ0583
 LZ0583.The geoid height was determined by GEOID03.
 LZ0583
 LZ0583.The dynamic height is computed by dividing the NAVD 88
 LZ0583.geopotential number by the normal gravity value computed on the
 LZ0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0583.degrees latitude (g = 980.6199 gals.).
 LZ0583
 LZ0583.The modeled gravity was interpolated from observed gravity values.
 LZ0583
 LZ0583;                    North         East    Units  Estimated Accuracy
 LZ0583;SPC PA N     -   180,300.      700,510.      MT  (+/- 180 meters Scaled)
 LZ0583
 LZ0583                          SUPERSEDED SURVEY CONTROL
 LZ0583
 LZ0583  NGVD 29 (??/??/92)  290.34   (m)          952.6    (f) COMPUTED    2 0
 LZ0583
 LZ0583.Superseded values are not recommended for survey control.
 LZ0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0583.See file dsdata.txt to determine how the superseded data were derived.
 LZ0583
 LZ0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM719269(NAD 83)
 LZ0583_MARKER: DB = BENCH MARK DISK
 LZ0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0583_STAMPING: K 81 1935
 LZ0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0583+STABILITY: SURFACE MOTION
 LZ0583
 LZ0583  HISTORY     - Date     Condition        Report By
 LZ0583  HISTORY     - 1935     MONUMENTED       CGS
 LZ0583  HISTORY     - 1956     MARK NOT FOUND   NGS
 LZ0583
 LZ0583                          STATION DESCRIPTION
 LZ0583
 LZ0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0583'1.4 MI E FROM LUTHERS MILLS.
 LZ0583'1.4 MILES EAST ALONG U.S. HIGHWAY 6 FROM LUTHERS MILLS, BRADFORD
 LZ0583'COUNTY, AT STATION 10/46+76, 25 FEET NORTH OF THE CENTER LINE
 LZ0583'OF THE HIGHWAY, AND 2 FEET SOUTH OF THE WIRE FENCE.  A STANDARD
 LZ0583'DISK, STAMPED K 81 1935 AND SET IN THE TOP OF A CONCRETE POST
 LZ0583'PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 LZ0583
 LZ0583                          STATION RECOVERY (1956)
 LZ0583
 LZ0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 LZ0583'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1503 ***********************************************************************
 KW1503  DESIGNATION -  K 82
 KW1503  PID         -  KW1503
 KW1503  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW1503  USGS QUAD   -  NORTHUMBERLAND (1994)
 KW1503
 KW1503                         *CURRENT SURVEY CONTROL
 KW1503  ___________________________________________________________________
 KW1503* NAD 83(1986)-  40 53 24.     (N)    076 46 58.     (W)     SCALED    
 KW1503* NAVD 88     -       135.723  (meters)     445.28   (feet)  ADJUSTED  
 KW1503  ___________________________________________________________________
 KW1503  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 KW1503  DYNAMIC HT  -         135.663 (meters)     445.09  (feet)  COMP
 KW1503  MODELED GRAV-     980,185.8   (mgal)                       NAVD 88
 KW1503
 KW1503  VERT ORDER  -  SECOND    CLASS 0
 KW1503
 KW1503.The horizontal coordinates were scaled from a topographic map and have
 KW1503.an estimated accuracy of +/- 6 seconds.
 KW1503
 KW1503.The orthometric height was determined by differential leveling
 KW1503.and adjusted by the National Geodetic Survey in June 1991..
 KW1503
 KW1503.The geoid height was determined by GEOID03.
 KW1503
 KW1503.The dynamic height is computed by dividing the NAVD 88
 KW1503.geopotential number by the normal gravity value computed on the
 KW1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1503.degrees latitude (g = 980.6199 gals.).
 KW1503
 KW1503.The modeled gravity was interpolated from observed gravity values.
 KW1503
 KW1503;                    North         East    Units  Estimated Accuracy
 KW1503;SPC PA N     -    80,780.      681,510.      MT  (+/- 180 meters Scaled)
 KW1503
 KW1503                          SUPERSEDED SURVEY CONTROL
 KW1503
 KW1503  NGVD 29 (??/??/??)  135.957  (m)          446.05   (f) ADJUSTED    2 0
 KW1503
 KW1503.Superseded values are not recommended for survey control.
 KW1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1503.See file dsdata.txt to determine how the superseded data were derived.
 KW1503
 KW1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL498280(NAD 83)
 KW1503_MARKER: DB = BENCH MARK DISK
 KW1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1503_STAMPING: K 82 1935
 KW1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1503+STABILITY: SURFACE MOTION
 KW1503
 KW1503  HISTORY     - Date     Condition        Report By
 KW1503  HISTORY     - 1935     MONUMENTED       CGS
 KW1503  HISTORY     - 1960     GOOD             CGS
 KW1503  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KW1503  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW1503
 KW1503                          STATION DESCRIPTION
 KW1503
 KW1503'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW1503'AT SUNBURY.
 KW1503'AT SUNBURY, NORTHUMBERLAND COUNTY, UPPER AUGUSTA TOWNSHIP, AT
 KW1503'THE NORTHWEST EDGE OF THE CITY AIRPORT, ABOUT 103 YARDS
 KW1503'SOUTHWEST OF THE SOUTH CORNER OF A HANGAR, ABOUT 135 FEET
 KW1503'SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD, 17 FEET SOUTHWEST
 KW1503'OF THE SECOND GROUND LIGHT FROM THE HANGAR, 5 FEET SOUTHEAST
 KW1503'OF THE FENCE, AND ABOUT LEVEL WITH THE GROUND.  A STANDARD DISK,
 KW1503'STAMPED K 82 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KW1503
 KW1503                          STATION RECOVERY (1960)
 KW1503
 KW1503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KW1503'RECOVERED IN GOOD CONDITION.
 KW1503
 KW1503                          STATION RECOVERY (1987)
 KW1503
 KW1503'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 KW1503'MARK NOT FOUND.
 KW1503
 KW1503                          STATION RECOVERY (1989)
 KW1503
 KW1503'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1299 ***********************************************************************
 MA1299  DESIGNATION -  K 85
 MA1299  PID         -  MA1299
 MA1299  STATE/COUNTY-  PA/VENANGO
 MA1299  USGS QUAD   -  FRANKLIN (1972)
 MA1299
 MA1299                         *CURRENT SURVEY CONTROL
 MA1299  ___________________________________________________________________
 MA1299* NAD 83(1986)-  41 24 34.     (N)    079 47 36.     (W)     SCALED    
 MA1299* NAVD 88     -       298.648  (meters)     979.81   (feet)  ADJUSTED  
 MA1299  ___________________________________________________________________
 MA1299  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 MA1299  DYNAMIC HT  -         298.519 (meters)     979.39  (feet)  COMP
 MA1299  MODELED GRAV-     980,184.1   (mgal)                       NAVD 88
 MA1299
 MA1299  VERT ORDER  -  SECOND    CLASS 0
 MA1299
 MA1299.The horizontal coordinates were scaled from a topographic map and have
 MA1299.an estimated accuracy of +/- 6 seconds.
 MA1299
 MA1299.The orthometric height was determined by differential leveling
 MA1299.and adjusted by the National Geodetic Survey in June 1991..
 MA1299
 MA1299.The geoid height was determined by GEOID03.
 MA1299
 MA1299.The dynamic height is computed by dividing the NAVD 88
 MA1299.geopotential number by the normal gravity value computed on the
 MA1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1299.degrees latitude (g = 980.6199 gals.).
 MA1299
 MA1299.The modeled gravity was interpolated from observed gravity values.
 MA1299
 MA1299;                    North         East    Units  Estimated Accuracy
 MA1299;SPC PA N     -   140,030.      429,180.      MT  (+/- 180 meters Scaled)
 MA1299
 MA1299                          SUPERSEDED SURVEY CONTROL
 MA1299
 MA1299  NGVD 29 (??/??/92)  298.83   (m)          980.4    (f) COMPUTED    2 0
 MA1299
 MA1299.Superseded values are not recommended for survey control.
 MA1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1299.See file dsdata.txt to determine how the superseded data were derived.
 MA1299
 MA1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF008849(NAD 83)
 MA1299_MARKER: DB = BENCH MARK DISK
 MA1299_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1299_SP_SET: BRIDGE
 MA1299_STAMPING: K 85 1935
 MA1299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1299
 MA1299  HISTORY     - Date     Condition        Report By
 MA1299  HISTORY     - 1935     MONUMENTED       CGS
 MA1299
 MA1299                          STATION DESCRIPTION
 MA1299
 MA1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA1299'3 MI E FROM FRANKLIN.
 MA1299'3 MILES EAST OF FRANKLIN ON ERIE R.R., 0.5 MILE EAST OF EAST END
 MA1299'OF ATLANTIC REFINING CO. ECLIPSE WORKS, IN DECK GIRDER BRIDGE
 MA1299'27-45 OVER TWO MILE RUN, IN EAST CONCRETE BRIDGE SEAT, SOUTH SIDE,
 MA1299'22 FEET NORTH OF CENTER LINE OF HIGHWAY US 62, 4 FEET SOUTH OF
 MA1299'SOUTH RAIL, 5 FEET BELOW TOP OF RAIL 1 1/2 FEET BELOW GRADE OF
 MA1299'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1300 ***********************************************************************
 MA1300  DESIGNATION -  K 85 RESET
 MA1300  PID         -  MA1300
 MA1300  STATE/COUNTY-  PA/VENANGO
 MA1300  USGS QUAD   -  FRANKLIN (1972)
 MA1300
 MA1300                         *CURRENT SURVEY CONTROL
 MA1300  ___________________________________________________________________
 MA1300* NAD 83(1986)-  41 24 34.     (N)    079 47 36.     (W)     SCALED    
 MA1300* NAVD 88     -       301.78   (meters)     990.1    (feet)  RESET     
 MA1300  ___________________________________________________________________
 MA1300  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 MA1300
 MA1300  VERT ORDER  -  THIRD
 MA1300
 MA1300.The horizontal coordinates were scaled from a topographic map and have
 MA1300.an estimated accuracy of +/- 6 seconds.
 MA1300
 MA1300.The orthometric height was computed from unverified reset data.
 MA1300
 MA1300.The geoid height was determined by GEOID03.
 MA1300
 MA1300;                    North         East    Units  Estimated Accuracy
 MA1300;SPC PA N     -   140,030.      429,180.      MT  (+/- 180 meters Scaled)
 MA1300
 MA1300                          SUPERSEDED SURVEY CONTROL
 MA1300
 MA1300  NGVD 29 (??/??/??)  301.96   (m)          990.7    (f) RESET       3  
 MA1300
 MA1300.Superseded values are not recommended for survey control.
 MA1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1300.See file dsdata.txt to determine how the superseded data were derived.
 MA1300
 MA1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF008849(NAD 83)
 MA1300_MARKER: DB = BENCH MARK DISK
 MA1300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1300_SP_SET: BRIDGE
 MA1300_STAMPING: K 85 RESET 1955
 MA1300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1300
 MA1300  HISTORY     - Date     Condition        Report By
 MA1300  HISTORY     - 1955     MONUMENTED       PADH
 MA1300
 MA1300                          STATION DESCRIPTION
 MA1300
 MA1300'DESCRIBED BY PA DEPT OF HIGHWAYS 1955
 MA1300'2.1 MI NE FROM FRANKLIN.
 MA1300'2.1 MILES NORTHEAST ALONG THE U.S. HIGHWAY 62 FROM THE
 MA1300'INTERSECTION OF LIBERTY STREET AND WASHINGTON CROSSING AT
 MA1300'FRANKLIN, VENANGO COUNTY, AT A NEW REINFORCED CONCRETE BRIDGE
 MA1300'OVER TWO MILE RUN, 92 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 MA1300'ERIE RAILROAD AND NEW YORK CENTRAL RAILROAD JOINT TRACK OVER TWO
 MA1300'MILE RUN, 33.6 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY
 MA1300'AT SURVEY STATION 110+11, AND 0.70 FOOT LOWER THAN THE ROADWAY
 MA1300'SURFACE.  A STANDARD DISK, STAMPED K 85 RESET 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1564 ***********************************************************************
 MA1564  DESIGNATION -  K 86
 MA1564  PID         -  MA1564
 MA1564  STATE/COUNTY-  PA/CRAWFORD
 MA1564  USGS QUAD   -  SPARTANSBURG (1977)
 MA1564
 MA1564                         *CURRENT SURVEY CONTROL
 MA1564  ___________________________________________________________________
 MA1564* NAD 83(1986)-  41 47 06.     (N)    079 42 31.     (W)     SCALED    
 MA1564* NAVD 88     -       417.112  (meters)    1368.47   (feet)  ADJUSTED  
 MA1564  ___________________________________________________________________
 MA1564  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MA1564  DYNAMIC HT  -         416.938 (meters)    1367.90  (feet)  COMP
 MA1564  MODELED GRAV-     980,194.0   (mgal)                       NAVD 88
 MA1564
 MA1564  VERT ORDER  -  SECOND    CLASS 0
 MA1564
 MA1564.The horizontal coordinates were scaled from a topographic map and have
 MA1564.an estimated accuracy of +/- 6 seconds.
 MA1564
 MA1564.The orthometric height was determined by differential leveling
 MA1564.and adjusted by the National Geodetic Survey in June 1991..
 MA1564
 MA1564.The geoid height was determined by GEOID03.
 MA1564
 MA1564.The dynamic height is computed by dividing the NAVD 88
 MA1564.geopotential number by the normal gravity value computed on the
 MA1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1564.degrees latitude (g = 980.6199 gals.).
 MA1564
 MA1564.The modeled gravity was interpolated from observed gravity values.
 MA1564
 MA1564;                    North         East    Units  Estimated Accuracy
 MA1564;SPC PA N     -   181,570.      437,200.      MT  (+/- 180 meters Scaled)
 MA1564
 MA1564                          SUPERSEDED SURVEY CONTROL
 MA1564
 MA1564  NGVD 29 (??/??/92)  417.264  (m)         1368.97   (f) ADJ UNCH    2 0
 MA1564
 MA1564.Superseded values are not recommended for survey control.
 MA1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1564.See file dsdata.txt to determine how the superseded data were derived.
 MA1564
 MA1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG073267(NAD 83)
 MA1564_MARKER: DB = BENCH MARK DISK
 MA1564_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1564_SP_SET: BRIDGE
 MA1564_STAMPING: K 86 1935
 MA1564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1564
 MA1564  HISTORY     - Date     Condition        Report By
 MA1564  HISTORY     - 1935     MONUMENTED       CGS
 MA1564
 MA1564                          STATION DESCRIPTION
 MA1564
 MA1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA1564'3.2 MI S FROM SPARTANSBURG.
 MA1564'3.2 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA1564'AT SPARTANSBURG, CRAWFORD COUNTY, AT BRIDGE 105.42 OVER A CREEK
 MA1564'AND A ROAD, IN THE TOP OF THE NORTHEAST CONCRETE WING WALL, 2
 MA1564'FEET SOUTH OF THE NORTH END, 19 FEET EAST OF THE EAST RAIL, AND
 MA1564'ABOUT ONE-HALF FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 MA1564'STAMPED K 86 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1461 ***********************************************************************
 MA1461  DESIGNATION -  K 87
 MA1461  PID         -  MA1461
 MA1461  STATE/COUNTY-  PA/VENANGO
 MA1461  USGS QUAD   -  CRANBERRY (1977)
 MA1461
 MA1461                         *CURRENT SURVEY CONTROL
 MA1461  ___________________________________________________________________
 MA1461* NAD 83(1986)-  41 20 24.     (N)    079 42 56.     (W)     SCALED    
 MA1461* NAVD 88     -       423.412  (meters)    1389.14   (feet)  ADJUSTED  
 MA1461  ___________________________________________________________________
 MA1461  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 MA1461  DYNAMIC HT  -         423.217 (meters)    1388.50  (feet)  COMP
 MA1461  MODELED GRAV-     980,150.4   (mgal)                       NAVD 88
 MA1461
 MA1461  VERT ORDER  -  SECOND    CLASS 0
 MA1461
 MA1461.The horizontal coordinates were scaled from a topographic map and have
 MA1461.an estimated accuracy of +/- 6 seconds.
 MA1461
 MA1461.The orthometric height was determined by differential leveling
 MA1461.and adjusted by the National Geodetic Survey in June 1991..
 MA1461
 MA1461.The geoid height was determined by GEOID03.
 MA1461
 MA1461.The dynamic height is computed by dividing the NAVD 88
 MA1461.geopotential number by the normal gravity value computed on the
 MA1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1461.degrees latitude (g = 980.6199 gals.).
 MA1461
 MA1461.The modeled gravity was interpolated from observed gravity values.
 MA1461
 MA1461;                    North         East    Units  Estimated Accuracy
 MA1461;SPC PA N     -   132,170.      435,500.      MT  (+/- 180 meters Scaled)
 MA1461
 MA1461                          SUPERSEDED SURVEY CONTROL
 MA1461
 MA1461  NGVD 29 (??/??/92)  423.581  (m)         1389.70   (f) ADJ UNCH    2 0
 MA1461
 MA1461.Superseded values are not recommended for survey control.
 MA1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1461.See file dsdata.txt to determine how the superseded data were derived.
 MA1461
 MA1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF074772(NAD 83)
 MA1461_MARKER: DB = BENCH MARK DISK
 MA1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1461_STAMPING: K 87 1935
 MA1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1461+STABILITY: SURFACE MOTION
 MA1461
 MA1461  HISTORY     - Date     Condition        Report By
 MA1461  HISTORY     - 1935     MONUMENTED       CGS
 MA1461
 MA1461                          STATION DESCRIPTION
 MA1461
 MA1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA1461'0.6 MI S FROM CRANBERRY.
 MA1461'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 257 FROM CRANBERRY,
 MA1461'VENANGO COUNTY, AT THE ALBERT COLTER PROPERTY, ABOUT 104 FEET
 MA1461'NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE BELONGING
 MA1461'TO THE REMBOLT ESTATE, AT STATION 2+68, 27 FEET WEST OF THE
 MA1461'CENTER LINE OF THE HIGHWAY, 4 FEET WEST OF A POLE, 4 FEET NORTH
 MA1461'OF THE WIRE FENCE, AND ABOUT 1-1/2 FEET HIGHER THAN THE ROADWAY.
 MA1461'A STANDARD DISK, STAMPED K 87 1935 AND SET IN THE TOP OF A
 MA1461'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0815 ***********************************************************************
 MA0815  DESIGNATION -  K 88
 MA0815  PID         -  MA0815
 MA0815  STATE/COUNTY-  PA/FOREST
 MA0815  USGS QUAD   -  WEST HICKORY (1981)
 MA0815
 MA0815                         *CURRENT SURVEY CONTROL
 MA0815  ___________________________________________________________________
 MA0815* NAD 83(1986)-  41 34 12.     (N)    079 24 15.     (W)     SCALED    
 MA0815* NAVD 88     -       330.028  (meters)    1082.77   (feet)  ADJUSTED  
 MA0815  ___________________________________________________________________
 MA0815  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 MA0815  DYNAMIC HT  -         329.887 (meters)    1082.30  (feet)  COMP
 MA0815  MODELED GRAV-     980,185.4   (mgal)                       NAVD 88
 MA0815
 MA0815  VERT ORDER  -  SECOND    CLASS 0
 MA0815
 MA0815.The horizontal coordinates were scaled from a topographic map and have
 MA0815.an estimated accuracy of +/- 6 seconds.
 MA0815
 MA0815.The orthometric height was determined by differential leveling
 MA0815.and adjusted by the National Geodetic Survey in June 1991..
 MA0815
 MA0815.The geoid height was determined by GEOID03.
 MA0815
 MA0815.The dynamic height is computed by dividing the NAVD 88
 MA0815.geopotential number by the normal gravity value computed on the
 MA0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0815.degrees latitude (g = 980.6199 gals.).
 MA0815
 MA0815.The modeled gravity was interpolated from observed gravity values.
 MA0815
 MA0815;                    North         East    Units  Estimated Accuracy
 MA0815;SPC PA N     -   157,160.      462,050.      MT  (+/- 180 meters Scaled)
 MA0815
 MA0815                          SUPERSEDED SURVEY CONTROL
 MA0815
 MA0815  NGVD 29 (??/??/92)  330.200  (m)         1083.33   (f) ADJ UNCH    2 0
 MA0815
 MA0815.Superseded values are not recommended for survey control.
 MA0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0815.See file dsdata.txt to determine how the superseded data were derived.
 MA0815
 MA0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG330032(NAD 83)
 MA0815_MARKER: DB = BENCH MARK DISK
 MA0815_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0815_SP_SET: BRIDGE SEAT
 MA0815_STAMPING: K 88 1935
 MA0815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0815
 MA0815  HISTORY     - Date     Condition        Report By
 MA0815  HISTORY     - 1935     MONUMENTED       CGS
 MA0815  HISTORY     - 1941     GOOD             NGS
 MA0815
 MA0815                          STATION DESCRIPTION
 MA0815
 MA0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0815'AT WEST HICKORY.
 MA0815'AT WEST HICKORY, FOREST COUNTY, AT A 650-FOOT 4-SPAN TOLL BRIDGE
 MA0815'OVER THE ALLEGHENY RIVER, AT THE WEST END OF THE WOODEN TRESTLE,
 MA0815'IN THE TOP OF THE EAST BRIDGE SEAT, 10 FEET SOUTH OF THE CENTER
 MA0815'LINE OF THE ROADWAY, AND ABOUT 4 FEET LOWER THAN THE ROADWAY.
 MA0815'A STANDARD DISK, STAMPED K 88 1935.
 MA0815
 MA0815                          STATION RECOVERY (1941)
 MA0815
 MA0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 MA0815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1157 ***********************************************************************
 MA1157  DESIGNATION -  K 89
 MA1157  PID         -  MA1157
 MA1157  STATE/COUNTY-  PA/CLARION
 MA1157  USGS QUAD   -  FRYBURG (1977)
 MA1157
 MA1157                         *CURRENT SURVEY CONTROL
 MA1157  ___________________________________________________________________
 MA1157* NAD 83(1986)-  41 22 25.     (N)    079 23 49.     (W)     SCALED    
 MA1157* NAVD 88     -       496.802  (meters)    1629.92   (feet)  ADJUSTED  
 MA1157  ___________________________________________________________________
 MA1157  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 MA1157  DYNAMIC HT  -         496.574 (meters)    1629.18  (feet)  COMP
 MA1157  MODELED GRAV-     980,148.0   (mgal)                       NAVD 88
 MA1157
 MA1157  VERT ORDER  -  SECOND    CLASS 0
 MA1157
 MA1157.The horizontal coordinates were scaled from a topographic map and have
 MA1157.an estimated accuracy of +/- 6 seconds.
 MA1157
 MA1157.The orthometric height was determined by differential leveling
 MA1157.and adjusted by the National Geodetic Survey in June 1991..
 MA1157
 MA1157.The geoid height was determined by GEOID03.
 MA1157
 MA1157.The dynamic height is computed by dividing the NAVD 88
 MA1157.geopotential number by the normal gravity value computed on the
 MA1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1157.degrees latitude (g = 980.6199 gals.).
 MA1157
 MA1157.The modeled gravity was interpolated from observed gravity values.
 MA1157
 MA1157;                    North         East    Units  Estimated Accuracy
 MA1157;SPC PA N     -   135,350.      462,230.      MT  (+/- 180 meters Scaled)
 MA1157
 MA1157                          SUPERSEDED SURVEY CONTROL
 MA1157
 MA1157  NGVD 29 (??/??/92)  496.956  (m)         1630.43   (f) ADJ UNCH    2 0
 MA1157
 MA1157.Superseded values are not recommended for survey control.
 MA1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1157.See file dsdata.txt to determine how the superseded data were derived.
 MA1157
 MA1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF340814(NAD 83)
 MA1157_MARKER: DB = BENCH MARK DISK
 MA1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1157_STAMPING: K 89 1935
 MA1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1157+STABILITY: SURFACE MOTION
 MA1157
 MA1157  HISTORY     - Date     Condition        Report By
 MA1157  HISTORY     - 1935     MONUMENTED       CGS
 MA1157
 MA1157                          STATION DESCRIPTION
 MA1157
 MA1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA1157'2.6 MI NE FROM FRYBURG.
 MA1157'ABOUT 2.6 MILES NORTHEAST ALONG STATE HIGHWAY 66 FROM THE JUNCTION
 MA1157'OF STATE HIGHWAY 157 AT FRYBURG, CLARION COUNTY, AT STATION
 MA1157'5-35+67, ABOUT 51 FEET EAST OF A 1-FOOT CONCRETE PIPE CULVERT
 MA1157'WITH HEAD WALLS, 28 FEET EAST OF THE CENTER LINE OF A DIRT
 MA1157'ROAD, 22 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 15 FEET
 MA1157'EAST OF THE SOUTHWEST CORNER OF A WIRE FENCE ENCLOSING A GRAIN
 MA1157'FIELD, 1.5 FEET SOUTH OF THE FENCE, AND ABOUT 1 FOOT LOWER THAN
 MA1157'THE ROADWAY.  A STANDARD DISK, STAMPED K 89 1935 AND SET IN THE
 MA1157'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1104 ***********************************************************************
 LZ1104  DESIGNATION -  K 90
 LZ1104  PID         -  LZ1104
 LZ1104  STATE/COUNTY-  PA/CLINTON
 LZ1104  USGS QUAD   -  JERSEY MILLS (1983)
 LZ1104
 LZ1104                         *CURRENT SURVEY CONTROL
 LZ1104  ___________________________________________________________________
 LZ1104* NAD 83(1986)-  41 17 00.     (N)    077 25 52.     (W)     SCALED    
 LZ1104* NAVD 88     -       603.324  (meters)    1979.41   (feet)  ADJUSTED  
 LZ1104  ___________________________________________________________________
 LZ1104  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LZ1104  DYNAMIC HT  -         603.035 (meters)    1978.46  (feet)  COMP
 LZ1104  MODELED GRAV-     980,124.4   (mgal)                       NAVD 88
 LZ1104
 LZ1104  VERT ORDER  -  SECOND    CLASS 0
 LZ1104
 LZ1104.The horizontal coordinates were scaled from a topographic map and have
 LZ1104.an estimated accuracy of +/- 6 seconds.
 LZ1104
 LZ1104.The orthometric height was determined by differential leveling
 LZ1104.and adjusted by the National Geodetic Survey in June 1991..
 LZ1104
 LZ1104.The geoid height was determined by GEOID03.
 LZ1104
 LZ1104.The dynamic height is computed by dividing the NAVD 88
 LZ1104.geopotential number by the normal gravity value computed on the
 LZ1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1104.degrees latitude (g = 980.6199 gals.).
 LZ1104
 LZ1104.The modeled gravity was interpolated from observed gravity values.
 LZ1104
 LZ1104;                    North         East    Units  Estimated Accuracy
 LZ1104;SPC PA N     -   124,060.      626,710.      MT  (+/- 180 meters Scaled)
 LZ1104
 LZ1104                          SUPERSEDED SURVEY CONTROL
 LZ1104
 LZ1104  NGVD 29 (??/??/92)  603.52   (m)         1980.0    (f) COMPUTED    2 0
 LZ1104
 LZ1104.Superseded values are not recommended for survey control.
 LZ1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1104.See file dsdata.txt to determine how the superseded data were derived.
 LZ1104
 LZ1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL964730(NAD 83)
 LZ1104_MARKER: DB = BENCH MARK DISK
 LZ1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1104_STAMPING: K 90 1935
 LZ1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1104+STABILITY: SURFACE MOTION
 LZ1104
 LZ1104  HISTORY     - Date     Condition        Report By
 LZ1104  HISTORY     - 1935     MONUMENTED       CGS
 LZ1104
 LZ1104                          STATION DESCRIPTION
 LZ1104
 LZ1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ1104'4 MI S FROM HANEYVILLE.
 LZ1104'4.0 MILES SOUTH ALONG TOWNSHIP ROAD 18012 AND STATE HIGHWAY 24
 LZ1104'FROM HANEYVILLE, AT HIGHWAY STATION 5-36+20, 70 FEET NORTHEAST OF
 LZ1104'THE JUNCTION OF THE FOREST ROAD, 33 FEET EAST OF THE CENTER LINE OF
 LZ1104'STATE HIGHWAY 24, 30 FEET NORTH OF THE CENTER LINE OF THE FOREST
 LZ1104'ROAD, AND 5 FEET HIGHER THAN THE ROADWAY.  SET IN THE TOP OF A
 LZ1104'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1105 ***********************************************************************
 LZ1105  DESIGNATION -  K 90 RESET 1950
 LZ1105  PID         -  LZ1105
 LZ1105  STATE/COUNTY-  PA/LYCOMING
 LZ1105  USGS QUAD   -  JERSEY MILLS (1983)
 LZ1105
 LZ1105                         *CURRENT SURVEY CONTROL
 LZ1105  ___________________________________________________________________
 LZ1105* NAD 83(1986)-  41 17 00.     (N)    077 25 52.     (W)     SCALED    
 LZ1105* NAVD 88     -       604.80   (+/-2cm)    1984.2    (feet)  VERTCON   
 LZ1105  ___________________________________________________________________
 LZ1105  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 LZ1105
 LZ1105  VERT ORDER  -  THIRD (See Below)
 LZ1105
 LZ1105.The horizontal coordinates were scaled from a topographic map and have
 LZ1105.an estimated accuracy of +/- 6 seconds.
 LZ1105
 LZ1105.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1105.The vertical order pertains to the NGVD 29 superseded value.
 LZ1105
 LZ1105.The geoid height was determined by GEOID03.
 LZ1105
 LZ1105;                    North         East    Units  Estimated Accuracy
 LZ1105;SPC PA N     -   124,060.      626,710.      MT  (+/- 180 meters Scaled)
 LZ1105
 LZ1105                          SUPERSEDED SURVEY CONTROL
 LZ1105
 LZ1105  NGVD 29 (??/??/??)  604.98   (m)         1984.8    (f) RESET       3  
 LZ1105
 LZ1105.Superseded values are not recommended for survey control.
 LZ1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1105.See file dsdata.txt to determine how the superseded data were derived.
 LZ1105
 LZ1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL964730(NAD 83)
 LZ1105_MARKER: DD = SURVEY DISK
 LZ1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1105_STAMPING: K 90 RESET 1950
 LZ1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1105+STABILITY: SURFACE MOTION
 LZ1105
 LZ1105  HISTORY     - Date     Condition        Report By
 LZ1105  HISTORY     - 1950     MONUMENTED       PADH
 LZ1105
 LZ1105                          STATION DESCRIPTION
 LZ1105
 LZ1105'DESCRIBED BY PA DEPT OF HIGHWAYS 1950
 LZ1105'4 MI S FROM HANEYVILLE.
 LZ1105'4.0 MILES SOUTH ALONG TOWNSHIP ROAD 18012 FROM HANEYVILLE, AT THE
 LZ1105'JUNCTION OF A DIRT ROAD (SPRINGER TRAIL) LEADING NORTH, 45.5 FEET
 LZ1105'NORTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 42 FEET SOUTHEAST
 LZ1105'(PARALLED TO THE MAIN ROAD) OF THE CENTER LINE OF THE DIRT ROAD,
 LZ1105'AND 35.0 FEET NORTH-NORTHWEST OF THE END OF A 15-INCH PIPE CULVERT
 LZ1105'UNDER THE MAIN ROAD.  SET IN THE TOP OF A CONCRETE POST.
 LZ1105'NOTE-- THIS BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED
 LZ1105'BY ENGINEERS OF THE STATE DEPARTMENT OF HIGHWAYS IN THE FALL OF
 LZ1105'1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1194 ***********************************************************************
 LZ1194  DESIGNATION -  K 91
 LZ1194  PID         -  LZ1194
 LZ1194  STATE/COUNTY-  PA/LYCOMING
 LZ1194  USGS QUAD   -  TROUT RUN (1973)
 LZ1194
 LZ1194                         *CURRENT SURVEY CONTROL
 LZ1194  ___________________________________________________________________
 LZ1194* NAD 83(1986)-  41 26 27.     (N)    077 06 07.     (W)     SCALED    
 LZ1194* NAVD 88     -       376.807  (meters)    1236.24   (feet)  ADJUSTED  
 LZ1194  ___________________________________________________________________
 LZ1194  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 LZ1194  DYNAMIC HT  -         376.636 (meters)    1235.68  (feet)  COMP
 LZ1194  MODELED GRAV-     980,158.7   (mgal)                       NAVD 88
 LZ1194
 LZ1194  VERT ORDER  -  SECOND    CLASS 0
 LZ1194
 LZ1194.The horizontal coordinates were scaled from a topographic map and have
 LZ1194.an estimated accuracy of +/- 6 seconds.
 LZ1194
 LZ1194.The orthometric height was determined by differential leveling
 LZ1194.and adjusted by the National Geodetic Survey in June 1991..
 LZ1194
 LZ1194.The geoid height was determined by GEOID03.
 LZ1194
 LZ1194.The dynamic height is computed by dividing the NAVD 88
 LZ1194.geopotential number by the normal gravity value computed on the
 LZ1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1194.degrees latitude (g = 980.6199 gals.).
 LZ1194
 LZ1194.The modeled gravity was interpolated from observed gravity values.
 LZ1194
 LZ1194;                    North         East    Units  Estimated Accuracy
 LZ1194;SPC PA N     -   141,700.      654,160.      MT  (+/- 180 meters Scaled)
 LZ1194
 LZ1194                          SUPERSEDED SURVEY CONTROL
 LZ1194
 LZ1194  NGVD 29 (??/??/92)  376.99   (m)         1236.8    (f) COMPUTED    2 0
 LZ1194
 LZ1194.Superseded values are not recommended for survey control.
 LZ1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1194.See file dsdata.txt to determine how the superseded data were derived.
 LZ1194
 LZ1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL244898(NAD 83)
 LZ1194_MARKER: DB = BENCH MARK DISK
 LZ1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1194_STAMPING: K 91 1935
 LZ1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1194+STABILITY: SURFACE MOTION
 LZ1194
 LZ1194  HISTORY     - Date     Condition        Report By
 LZ1194  HISTORY     - 1935     MONUMENTED       CGS
 LZ1194  HISTORY     - 1968     MARK NOT FOUND   NGS
 LZ1194
 LZ1194                          STATION DESCRIPTION
 LZ1194
 LZ1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ1194'2.2 MI S FROM STEAM VALLEY.
 LZ1194'2.2 MILES SOUTH ALONG U.S. HIGHWAY 15 FROM STEAM VALLEY, LYCOMING
 LZ1194'COUNTY, AT STATION 258+30, ABOUT 130 FEET SOUTH OF THE CENTER
 LZ1194'OF THE JUNCTION OF A DIRT ROAD LEADING EAST, 40 FEET SOUTH OF A
 LZ1194'30-INCH CONCRETE PIPE CULVERT, 21 FEET WEST OF THE CENTER LINE
 LZ1194'OF THE HIGHWAY, 15 FEET SOUTH OF A TRAIL LEADING WEST, 20 FEET
 LZ1194'SOUTH OF A TWIN 6-INCH HEMLOCK TREE, AND ABOUT 1/2 FOOT LOWER
 LZ1194'THAN THE ROADWAY.  A STANDARD DISK, STAMPED K 91 1935 AND SET
 LZ1194'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE
 LZ1194'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0445 ***********************************************************************
 MA0445  DESIGNATION -  K 92
 MA0445  PID         -  MA0445
 MA0445  STATE/COUNTY-  PA/JEFFERSON
 MA0445  USGS QUAD   -  HAZEN (1994)
 MA0445
 MA0445                         *CURRENT SURVEY CONTROL
 MA0445  ___________________________________________________________________
 MA0445* NAD 83(1986)-  41 11 45.     (N)    078 54 54.     (W)     SCALED    
 MA0445* NAVD 88     -       480.102  (meters)    1575.13   (feet)  ADJUSTED  
 MA0445  ___________________________________________________________________
 MA0445  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 MA0445  DYNAMIC HT  -         479.875 (meters)    1574.39  (feet)  COMP
 MA0445  MODELED GRAV-     980,135.5   (mgal)                       NAVD 88
 MA0445
 MA0445  VERT ORDER  -  SECOND    CLASS 0
 MA0445
 MA0445.The horizontal coordinates were scaled from a topographic map and have
 MA0445.an estimated accuracy of +/- 6 seconds.
 MA0445
 MA0445.The orthometric height was determined by differential leveling
 MA0445.and adjusted by the National Geodetic Survey in June 1991..
 MA0445
 MA0445.The geoid height was determined by GEOID03.
 MA0445
 MA0445.The dynamic height is computed by dividing the NAVD 88
 MA0445.geopotential number by the normal gravity value computed on the
 MA0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0445.degrees latitude (g = 980.6199 gals.).
 MA0445
 MA0445.The modeled gravity was interpolated from observed gravity values.
 MA0445
 MA0445;                    North         East    Units  Estimated Accuracy
 MA0445;SPC PA N     -   114,950.      502,280.      MT  (+/- 180 meters Scaled)
 MA0445
 MA0445                          SUPERSEDED SURVEY CONTROL
 MA0445
 MA0445  NGVD 29 (??/??/92)  480.23   (m)         1575.6    (f) COMPUTED    2 0
 MA0445
 MA0445.Superseded values are not recommended for survey control.
 MA0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0445.See file dsdata.txt to determine how the superseded data were derived.
 MA0445
 MA0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF748625(NAD 83)
 MA0445_MARKER: DB = BENCH MARK DISK
 MA0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0445_STAMPING: K 92 1935
 MA0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0445+STABILITY: SURFACE MOTION
 MA0445
 MA0445  HISTORY     - Date     Condition        Report By
 MA0445  HISTORY     - 1935     MONUMENTED       CGS
 MA0445  HISTORY     - 1964     GOOD             NGS
 MA0445  HISTORY     - 1964     MARK NOT FOUND   NGS
 MA0445
 MA0445                          STATION DESCRIPTION
 MA0445
 MA0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 MA0445'0.5 MI S FROM ALLEN MILLS.
 MA0445'ABOUT 0.5 MILE SOUTH ALONG THE PITTSBURG AND SHAWMUT RAILROAD
 MA0445'FROM THE STATION AT ALLENS MILLS, JEFFERSON COUNTY, ABOUT 140
 MA0445'FEET NORTHEAST OF THE CENTER OF A MACADAM-ROAD CROSSING, ABOUT 75
 MA0445'FEET EAST OF THE CENTER LINE OF THE ROAD, 21 FEET NORTHWEST OF
 MA0445'THE CENTER LINE OF THE TRACK, IN LINE WITH A ROW OF POLES, AND
 MA0445'ABOUT 1-1/2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 MA0445'DISK, STAMPED K 92 1935 AND SET IN THE TOP OF A CONCRETE POST
 MA0445'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 MA0445
 MA0445                          STATION RECOVERY (1964)
 MA0445
 MA0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 MA0445'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1508 ***********************************************************************
 KX1508  DESIGNATION -  K 93
 KX1508  PID         -  KX1508
 KX1508  STATE/COUNTY-  PA/ARMSTRONG
 KX1508  USGS QUAD   -  EAST BRADY (1993)
 KX1508
 KX1508                         *CURRENT SURVEY CONTROL
 KX1508  ___________________________________________________________________
 KX1508* NAD 83(1986)-  40 56 08.     (N)    079 31 29.     (W)     SCALED    
 KX1508* NAVD 88     -       253.431  (meters)     831.46   (feet)  ADJUSTED  
 KX1508  ___________________________________________________________________
 KX1508  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 KX1508  DYNAMIC HT  -         253.306 (meters)     831.05  (feet)  COMP
 KX1508  MODELED GRAV-     980,127.9   (mgal)                       NAVD 88
 KX1508
 KX1508  VERT ORDER  -  SECOND    CLASS 0
 KX1508
 KX1508.The horizontal coordinates were scaled from a topographic map and have
 KX1508.an estimated accuracy of +/- 6 seconds.
 KX1508
 KX1508.The orthometric height was determined by differential leveling
 KX1508.and adjusted by the National Geodetic Survey in June 1991..
 KX1508
 KX1508.The geoid height was determined by GEOID03.
 KX1508
 KX1508.The dynamic height is computed by dividing the NAVD 88
 KX1508.geopotential number by the normal gravity value computed on the
 KX1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1508.degrees latitude (g = 980.6199 gals.).
 KX1508
 KX1508.The modeled gravity was interpolated from observed gravity values.
 KX1508
 KX1508;                    North         East    Units  Estimated Accuracy
 KX1508;SPC PA S     -   179,410.      450,550.      MT  (+/- 180 meters Scaled)
 KX1508
 KX1508                          SUPERSEDED SURVEY CONTROL
 KX1508
 KX1508  NGVD 29 (??/??/92)  253.602  (m)          832.03   (f) ADJ UNCH    2 0
 KX1508
 KX1508.Superseded values are not recommended for survey control.
 KX1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1508.See file dsdata.txt to determine how the superseded data were derived.
 KX1508
 KX1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF241326(NAD 83)
 KX1508_MARKER: DB = BENCH MARK DISK
 KX1508_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1508_SP_SET: FOUNDATION
 KX1508_STAMPING: K 93 1935
 KX1508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1508
 KX1508  HISTORY     - Date     Condition        Report By
 KX1508  HISTORY     - 1935     MONUMENTED       CGS
 KX1508
 KX1508                          STATION DESCRIPTION
 KX1508
 KX1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX1508'AT RIMERTON.
 KX1508'AT RIMERTON, ARMSTRONG COUNTY, ON THE PENNSYLVANIA RAILROAD, 380
 KX1508'FEET SOUTH OF THE OLD RAILROAD STATION, IN THE SOUTHEAST CORNER OF
 KX1508'THE OLD MASONRY FOUNDATION, 9 FEET EAST OF THE CENTERLINE OF THE
 KX1508'NORTHBOUND TRACK, AND ABOUT 6 INCHES BELOW THE TOP OF THE RAIL.
 KX1508'A STANDARD DISK, STAMPED K 93 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1095 ***********************************************************************
 MA1095  DESIGNATION -  K 94
 MA1095  PID         -  MA1095
 MA1095  STATE/COUNTY-  PA/CLARION
 MA1095  USGS QUAD   -  FRYBURG (1977)
 MA1095
 MA1095                         *CURRENT SURVEY CONTROL
 MA1095  ___________________________________________________________________
 MA1095* NAD 83(1986)-  41 15 30.     (N)    079 28 32.     (W)     SCALED    
 MA1095* NAVD 88     -       396.979  (meters)    1302.42   (feet)  ADJUSTED  
 MA1095  ___________________________________________________________________
 MA1095  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MA1095  DYNAMIC HT  -         396.792 (meters)    1301.81  (feet)  COMP
 MA1095  MODELED GRAV-     980,141.8   (mgal)                       NAVD 88
 MA1095
 MA1095  VERT ORDER  -  SECOND    CLASS 0
 MA1095
 MA1095.The horizontal coordinates were scaled from a topographic map and have
 MA1095.an estimated accuracy of +/- 6 seconds.
 MA1095
 MA1095.The orthometric height was determined by differential leveling
 MA1095.and adjusted by the National Geodetic Survey in June 1991..
 MA1095
 MA1095.The geoid height was determined by GEOID03.
 MA1095
 MA1095.The dynamic height is computed by dividing the NAVD 88
 MA1095.geopotential number by the normal gravity value computed on the
 MA1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1095.degrees latitude (g = 980.6199 gals.).
 MA1095
 MA1095.The modeled gravity was interpolated from observed gravity values.
 MA1095
 MA1095;                    North         East    Units  Estimated Accuracy
 MA1095;SPC PA N     -   122,670.      455,400.      MT  (+/- 180 meters Scaled)
 MA1095
 MA1095                          SUPERSEDED SURVEY CONTROL
 MA1095
 MA1095  NGVD 29 (??/??/92)  397.128  (m)         1302.91   (f) ADJ UNCH    2 0
 MA1095
 MA1095.Superseded values are not recommended for survey control.
 MA1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1095.See file dsdata.txt to determine how the superseded data were derived.
 MA1095
 MA1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF277685(NAD 83)
 MA1095_MARKER: DB = BENCH MARK DISK
 MA1095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1095_SP_SET: ABUTMENT
 MA1095_STAMPING: K 94 1935
 MA1095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1095
 MA1095  HISTORY     - Date     Condition        Report By
 MA1095  HISTORY     - 1935     MONUMENTED       CGS
 MA1095  HISTORY     - 1967     MARK NOT FOUND   NGS
 MA1095
 MA1095                          STATION DESCRIPTION
 MA1095
 MA1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1095'0.9 MI NW FROM SHIPPENVILLE.
 MA1095'AT SHIPPENVILLE, CLARION COUNTY, ABOUT 900 FEET SOUTHEAST OF
 MA1095'THE NEW YORK CENTRAL RAILROAD STATION AND SMALL FREIGHT YARD, AT
 MA1095'6-SPAN STEEL VIADUCT 104.29, IN THE TOP OF THE SOUTHWEST END OF
 MA1095'THE NORTHWEST ABUTMENT, 23 FEET SOUTHWEST OF THE CENTER LINE OF
 MA1095'THE TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD
 MA1095'DISK, STAMPED K 94 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0153 ***********************************************************************
 JW0153  DESIGNATION -  K 95
 JW0153  PID         -  JW0153
 JW0153  STATE/COUNTY-  PA/BEDFORD
 JW0153  USGS QUAD   -  BREEZEWOOD (1982)
 JW0153
 JW0153                         *CURRENT SURVEY CONTROL
 JW0153  ___________________________________________________________________
 JW0153* NAD 83(1986)-  39 59 58.     (N)    078 14 16.     (W)     SCALED    
 JW0153* NAVD 88     -       389.328  (meters)    1277.32   (feet)  ADJUSTED  
 JW0153  ___________________________________________________________________
 JW0153  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 JW0153  DYNAMIC HT  -         389.103 (meters)    1276.58  (feet)  COMP
 JW0153  MODELED GRAV-     980,035.5   (mgal)                       NAVD 88
 JW0153
 JW0153  VERT ORDER  -  SECOND    CLASS 0
 JW0153
 JW0153.The horizontal coordinates were scaled from a topographic map and have
 JW0153.an estimated accuracy of +/- 6 seconds.
 JW0153
 JW0153.The orthometric height was determined by differential leveling
 JW0153.and adjusted by the National Geodetic Survey in June 1991..
 JW0153
 JW0153.The geoid height was determined by GEOID03.
 JW0153
 JW0153.The dynamic height is computed by dividing the NAVD 88
 JW0153.geopotential number by the normal gravity value computed on the
 JW0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0153.degrees latitude (g = 980.6199 gals.).
 JW0153
 JW0153.The modeled gravity was interpolated from observed gravity values.
 JW0153
 JW0153;                    North         East    Units  Estimated Accuracy
 JW0153;SPC PA S     -    74,080.      558,350.      MT  (+/- 180 meters Scaled)
 JW0153
 JW0153                          SUPERSEDED SURVEY CONTROL
 JW0153
 JW0153  NGVD 29 (??/??/92)  389.499  (m)         1277.88   (f) ADJ UNCH    2 0
 JW0153
 JW0153.Superseded values are not recommended for survey control.
 JW0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0153.See file dsdata.txt to determine how the superseded data were derived.
 JW0153
 JW0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE358313(NAD 83)
 JW0153_MARKER: DB = BENCH MARK DISK
 JW0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JW0153_STAMPING: K 95 1935
 JW0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0153+STABILITY: SURFACE MOTION
 JW0153
 JW0153  HISTORY     - Date     Condition        Report By
 JW0153  HISTORY     - 1935     MONUMENTED       CGS
 JW0153  HISTORY     - 1966     GOOD             NGS
 JW0153
 JW0153                          STATION DESCRIPTION
 JW0153
 JW0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 JW0153'8.4 MI E FROM EVERETT.
 JW0153'8.4 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE UNION HOTEL AT
 JW0153'EVERETT, BEDFORD COUNTY, ABOUT 90 FEET NORTH OF THE CENTER LINE OF
 JW0153'THE HIGHWAY, 12 FEET WEST OF THE CENTER LINE OF A NORTH-AND-SOUTH
 JW0153'ROAD, NEAR A FARM GATE, AND 2 FEET EAST OF THE FENCE.  A STANDARD
 JW0153'DISK, STAMPED K 95 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2206 ***********************************************************************
 KW2206  DESIGNATION -  K 96
 KW2206  PID         -  KW2206
 KW2206  STATE/COUNTY-  PA/HUNTINGDON
 KW2206  USGS QUAD   -  AUGHWICK (1971)
 KW2206
 KW2206                         *CURRENT SURVEY CONTROL
 KW2206  ___________________________________________________________________
 KW2206* NAD 83(1986)-  40 20 58.     (N)    077 51 47.     (W)     SCALED    
 KW2206* NAVD 88     -       182.982  (meters)     600.33   (feet)  ADJUSTED  
 KW2206  ___________________________________________________________________
 KW2206  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 KW2206  DYNAMIC HT  -         182.887 (meters)     600.02  (feet)  COMP
 KW2206  MODELED GRAV-     980,102.9   (mgal)                       NAVD 88
 KW2206
 KW2206  VERT ORDER  -  SECOND    CLASS 0
 KW2206
 KW2206.The horizontal coordinates were scaled from a topographic map and have
 KW2206.an estimated accuracy of +/- 6 seconds.
 KW2206
 KW2206.The orthometric height was determined by differential leveling
 KW2206.and adjusted by the National Geodetic Survey in June 1991..
 KW2206
 KW2206.The geoid height was determined by GEOID03.
 KW2206
 KW2206.The dynamic height is computed by dividing the NAVD 88
 KW2206.geopotential number by the normal gravity value computed on the
 KW2206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2206.degrees latitude (g = 980.6199 gals.).
 KW2206
 KW2206.The modeled gravity was interpolated from observed gravity values.
 KW2206
 KW2206;                    North         East    Units  Estimated Accuracy
 KW2206;SPC PA S     -   112,830.      590,400.      MT  (+/- 180 meters Scaled)
 KW2206
 KW2206                          SUPERSEDED SURVEY CONTROL
 KW2206
 KW2206  NGVD 29 (??/??/??)  183.188  (m)          601.01   (f) ADJUSTED    2 0
 KW2206
 KW2206.Superseded values are not recommended for survey control.
 KW2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2206.See file dsdata.txt to determine how the superseded data were derived.
 KW2206
 KW2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK568704(NAD 83)
 KW2206_MARKER: DB = BENCH MARK DISK
 KW2206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2206_STAMPING: K 96 1935
 KW2206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2206+STABILITY: SURFACE MOTION
 KW2206
 KW2206  HISTORY     - Date     Condition        Report By
 KW2206  HISTORY     - 1935     MONUMENTED       CGS
 KW2206  HISTORY     - 1956     MARK NOT FOUND   CGS
 KW2206
 KW2206                          STATION DESCRIPTION
 KW2206
 KW2206'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KW2206'3 MI S FROM MOUNT UNION.
 KW2206'3.0 MILES SOUTH ALONG THE EAST BROAD TOP RAILROAD AND COAL CO.
 KW2206'RAILROAD FROM THE PENNSYLVANIA RAILROAD BRIDGE AT MOUNT UNION,
 KW2206'HUNTINGDON COUNTY, 33 FEET WEST OF THE CENTER LINE OF THE TRACK,
 KW2206'AND 21 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 522.  A
 KW2206'STANDARD DISK, STAMPED K 96 1935 AND SET IN THE TOP OF A CONCRETE
 KW2206'POST.
 KW2206
 KW2206                          STATION RECOVERY (1956)
 KW2206
 KW2206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 KW2206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0287 ***********************************************************************
 KX0287  DESIGNATION -  K 97
 KX0287  PID         -  KX0287
 KX0287  STATE/COUNTY-  PA/HUNTINGDON
 KX0287  USGS QUAD   -  WILLIAMSBURG (1984)
 KX0287
 KX0287                         *CURRENT SURVEY CONTROL
 KX0287  ___________________________________________________________________
 KX0287* NAD 83(1986)-  40 22 33.     (N)    078 09 41.     (W)     SCALED    
 KX0287* NAVD 88     -       240.666  (meters)     789.59   (feet)  ADJUSTED  
 KX0287  ___________________________________________________________________
 KX0287  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KX0287  DYNAMIC HT  -         240.538 (meters)     789.17  (feet)  COMP
 KX0287  MODELED GRAV-     980,087.6   (mgal)                       NAVD 88
 KX0287
 KX0287  VERT ORDER  -  SECOND    CLASS 0
 KX0287
 KX0287.The horizontal coordinates were scaled from a topographic map and have
 KX0287.an estimated accuracy of +/- 6 seconds.
 KX0287
 KX0287.The orthometric height was determined by differential leveling
 KX0287.and adjusted by the National Geodetic Survey in June 1991..
 KX0287
 KX0287.The geoid height was determined by GEOID03.
 KX0287
 KX0287.The dynamic height is computed by dividing the NAVD 88
 KX0287.geopotential number by the normal gravity value computed on the
 KX0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0287.degrees latitude (g = 980.6199 gals.).
 KX0287
 KX0287.The modeled gravity was interpolated from observed gravity values.
 KX0287
 KX0287;                    North         East    Units  Estimated Accuracy
 KX0287;SPC PA S     -   115,840.      565,070.      MT  (+/- 180 meters Scaled)
 KX0287
 KX0287                          SUPERSEDED SURVEY CONTROL
 KX0287
 KX0287  NGVD 29 (??/??/92)  240.858  (m)          790.22   (f) ADJ UNCH    2 0
 KX0287
 KX0287.Superseded values are not recommended for survey control.
 KX0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0287.See file dsdata.txt to determine how the superseded data were derived.
 KX0287
 KX0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE409733(NAD 83)
 KX0287_MARKER: DB = BENCH MARK DISK
 KX0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0287_STAMPING: K 97 1935
 KX0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0287+STABILITY: SURFACE MOTION
 KX0287
 KX0287  HISTORY     - Date     Condition        Report By
 KX0287  HISTORY     - 1935     MONUMENTED       CGS
 KX0287
 KX0287                          STATION DESCRIPTION
 KX0287
 KX0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX0287'6.6 MI S FROM MC CONNELLSTOWN.
 KX0287'6.6 MILES SOUTH ALONG THE HUNTINGDON AND BROAD TOP MOUNTAIN
 KX0287'RAILROAD AND COAL CO. RAILROAD FROM THE STATION AT MC CONNELLSTOWN,
 KX0287'HUNTINGDON COUNTY, ABOUT 62 YARDS NORTH OF THE MARKLESBURG
 KX0287'STATION, ABOUT 0.1 MILE SOUTH OF MILEPOST 11, 30 FEET WEST OF
 KX0287'THE CENTER LINE OF THE TRACK, AND 2 FEET EAST OF A POLE.  A
 KX0287'STANDARD DISK, STAMPED K 97 1935 AND SET IN THE TOP OF A CONCRETE
 KX0287'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0606 ***********************************************************************
 KX0606  DESIGNATION -  K 98
 KX0606  PID         -  KX0606
 KX0606  STATE/COUNTY-  PA/BEDFORD
 KX0606  USGS QUAD   -  ALUM BANK (1987)
 KX0606
 KX0606                         *CURRENT SURVEY CONTROL
 KX0606  ___________________________________________________________________
 KX0606* NAD 83(1986)-  40 13 01.     (N)    078 31 13.     (W)     SCALED    
 KX0606* NAVD 88     -       360.728  (meters)    1183.49   (feet)  ADJUSTED  
 KX0606  ___________________________________________________________________
 KX0606  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 KX0606  DYNAMIC HT  -         360.526 (meters)    1182.83  (feet)  COMP
 KX0606  MODELED GRAV-     980,055.0   (mgal)                       NAVD 88
 KX0606
 KX0606  VERT ORDER  -  SECOND    CLASS 0
 KX0606
 KX0606.The horizontal coordinates were scaled from a topographic map and have
 KX0606.an estimated accuracy of +/- 6 seconds.
 KX0606
 KX0606.The orthometric height was determined by differential leveling
 KX0606.and adjusted by the National Geodetic Survey in June 1991..
 KX0606
 KX0606.The geoid height was determined by GEOID03.
 KX0606
 KX0606.The dynamic height is computed by dividing the NAVD 88
 KX0606.geopotential number by the normal gravity value computed on the
 KX0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0606.degrees latitude (g = 980.6199 gals.).
 KX0606
 KX0606.The modeled gravity was interpolated from observed gravity values.
 KX0606
 KX0606;                    North         East    Units  Estimated Accuracy
 KX0606;SPC PA S     -    98,400.      534,440.      MT  (+/- 180 meters Scaled)
 KX0606
 KX0606                          SUPERSEDED SURVEY CONTROL
 KX0606
 KX0606  NGVD 29 (??/??/92)  360.875  (m)         1183.97   (f) ADJ UNCH    2 0
 KX0606
 KX0606.Superseded values are not recommended for survey control.
 KX0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0606.See file dsdata.txt to determine how the superseded data were derived.
 KX0606
 KX0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE110547(NAD 83)
 KX0606_MARKER: DB = BENCH MARK DISK
 KX0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0606_STAMPING: K 98 1935
 KX0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0606+STABILITY: SURFACE MOTION
 KX0606
 KX0606  HISTORY     - Date     Condition        Report By
 KX0606  HISTORY     - 1935     MONUMENTED       CGS
 KX0606
 KX0606                          STATION DESCRIPTION
 KX0606
 KX0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX0606'3.5 MI S FROM QUEEN.
 KX0606'ABOUT 3.5 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX0606'STATION AT QUEEN, BEDFORD COUNTY, ABOUT 810 FEET NORTH OF MILEPOST
 KX0606'27, 36 FEET EAST OF THE CENTER LINE OF THE TRACK, AND 1 FOOT
 KX0606'WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED K 98
 KX0606'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0081 ***********************************************************************
 JW0081  DESIGNATION -  K 99
 JW0081  PID         -  JW0081
 JW0081  STATE/COUNTY-  PA/FULTON
 JW0081  USGS QUAD   -  MEADOW GROUNDS (1994)
 JW0081
 JW0081                         *CURRENT SURVEY CONTROL
 JW0081  ___________________________________________________________________
 JW0081* NAD 83(1986)-  39 54 16.     (N)    078 00 42.     (W)     SCALED    
 JW0081* NAVD 88     -       253.034  (meters)     830.16   (feet)  ADJUSTED  
 JW0081  ___________________________________________________________________
 JW0081  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 JW0081  DYNAMIC HT  -         252.886 (meters)     829.68  (feet)  COMP
 JW0081  MODELED GRAV-     980,037.0   (mgal)                       NAVD 88
 JW0081
 JW0081  VERT ORDER  -  SECOND    CLASS 0
 JW0081
 JW0081.The horizontal coordinates were scaled from a topographic map and have
 JW0081.an estimated accuracy of +/- 6 seconds.
 JW0081
 JW0081.The orthometric height was determined by differential leveling
 JW0081.and adjusted by the National Geodetic Survey in June 1991..
 JW0081
 JW0081.The geoid height was determined by GEOID03.
 JW0081
 JW0081.The dynamic height is computed by dividing the NAVD 88
 JW0081.geopotential number by the normal gravity value computed on the
 JW0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0081.degrees latitude (g = 980.6199 gals.).
 JW0081
 JW0081.The modeled gravity was interpolated from observed gravity values.
 JW0081
 JW0081;                    North         East    Units  Estimated Accuracy
 JW0081;SPC PA S     -    63,450.      577,620.      MT  (+/- 180 meters Scaled)
 JW0081
 JW0081                          SUPERSEDED SURVEY CONTROL
 JW0081
 JW0081  NGVD 29 (??/??/92)  253.218  (m)          830.77   (f) ADJ UNCH    2 0
 JW0081
 JW0081.Superseded values are not recommended for survey control.
 JW0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0081.See file dsdata.txt to determine how the superseded data were derived.
 JW0081
 JW0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE554214(NAD 83)
 JW0081_MARKER: DD = SURVEY DISK
 JW0081_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0081_SP_SET: BRIDGE
 JW0081_STAMPING: K 99 1935
 JW0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0081
 JW0081  HISTORY     - Date     Condition        Report By
 JW0081  HISTORY     - 1935     MONUMENTED       PADH
 JW0081  HISTORY     - 1935     GOOD             NGS
 JW0081  HISTORY     - 20040520 MARK NOT FOUND   USPSQD
 JW0081
 JW0081                          STATION DESCRIPTION
 JW0081
 JW0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JW0081'2 MI S FROM MC CONNELLSBURG.
 JW0081'2.0 MILES SOUTH ALONG U.S. HIGHWAY 522 FROM THE FULTON COUNTY
 JW0081'NATIONAL BANK AT MC CONNELLSBURG, FULTON COUNTY, AT THE NORTH END
 JW0081'OF A CONCRETE BRIDGE, IN THE TOP OF THE WEST WALL, AND 12 FEET
 JW0081'WEST OF THE CENTER LINE OF THE HIGHWAY.  A PENNSYLVANIA DEPARTMENT
 JW0081'OF HIGHWAYS STANDARD DISK, STAMPED K 99 1935.
 JW0081
 JW0081                          STATION RECOVERY (2004)
 JW0081
 JW0081'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 JW0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0472 ***********************************************************************
 KW0472  DESIGNATION -  K RESET
 KW0472  PID         -  KW0472
 KW0472  STATE/COUNTY-  PA/LEBANON
 KW0472  USGS QUAD   -  LEBANON (1995)
 KW0472
 KW0472                         *CURRENT SURVEY CONTROL
 KW0472  ___________________________________________________________________
 KW0472* NAD 83(1986)-  40 20 39.     (N)    076 25 31.     (W)     SCALED    
 KW0472* NAVD 88     -       141.185  (meters)     463.20   (feet)  ADJUSTED  
 KW0472  ___________________________________________________________________
 KW0472  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 KW0472  DYNAMIC HT  -         141.111 (meters)     462.96  (feet)  COMP
 KW0472  MODELED GRAV-     980,103.2   (mgal)                       NAVD 88
 KW0472
 KW0472  VERT ORDER  -  FIRST     CLASS I
 KW0472
 KW0472.The horizontal coordinates were scaled from a topographic map and have
 KW0472.an estimated accuracy of +/- 6 seconds.
 KW0472
 KW0472.The orthometric height was determined by differential leveling
 KW0472.and adjusted by the National Geodetic Survey in June 1991..
 KW0472
 KW0472.The geoid height was determined by GEOID03.
 KW0472
 KW0472.The dynamic height is computed by dividing the NAVD 88
 KW0472.geopotential number by the normal gravity value computed on the
 KW0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0472.degrees latitude (g = 980.6199 gals.).
 KW0472
 KW0472.The modeled gravity was interpolated from observed gravity values.
 KW0472
 KW0472;                    North         East    Units  Estimated Accuracy
 KW0472;SPC PA S     -   113,080.      712,550.      MT  (+/- 180 meters Scaled)
 KW0472
 KW0472                          SUPERSEDED SURVEY CONTROL
 KW0472
 KW0472  NGVD 29 (??/??/??)  141.392  (m)          463.88   (f) ADJUSTED    1 1
 KW0472
 KW0472.Superseded values are not recommended for survey control.
 KW0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0472.See file dsdata.txt to determine how the superseded data were derived.
 KW0472
 KW0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK789669(NAD 83)
 KW0472_MARKER: Q = CHISELED SQUARE
 KW0472_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KW0472_SP_SET: MARBLE POST
 KW0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0472
 KW0472  HISTORY     - Date     Condition        Report By
 KW0472  HISTORY     - 1937     MONUMENTED       CGS
 KW0472  HISTORY     - 1966     GOOD             CGS
 KW0472  HISTORY     - 19920406 MARK NOT FOUND   USPSQD
 KW0472
 KW0472                          STATION DESCRIPTION
 KW0472
 KW0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0472'0.2 MI NW FROM LEBANON.
 KW0472'ABOUT 0.15 MILE NORTHWEST ALONG 8TH STREET FROM THE READING
 KW0472'COMPANY STATION AT LEBANON, 59 FEET NORTHEAST OF THE CENTER LINE
 KW0472'OF 8TH STREET, 45 FEET SOUTHWEST OF THE SOUTHWEST WALL OF THE
 KW0472'LEBANON HIGH SCHOOL BUILDING, A CHISELED SQUARE IN THE TOP OF A
 KW0472'4-INCH SQUARE MARBLE POST WHICH BEARS THE LETTERS USBM 1881 AND
 KW0472'IS SURROUNDED BY THE CONCRETE FOUNDATION OF A FLAGPOLE, 1.0
 KW0472'FOOT NORTHEAST OF A METAL FLAGPOLE, ABOUT 1 FOOT ABOVE THE LEVEL
 KW0472'OF THE STREET AND 2-INCHES ABOVE THE GROUND.
 KW0472
 KW0472                          STATION RECOVERY (1992)
 KW0472
 KW0472'RECOVERY NOTE BY US POWER SQUADRON 1992
 KW0472'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2035 ***********************************************************************
 MA2035  DESIGNATION -  KAHLE
 MA2035  PID         -  MA2035
 MA2035  STATE/COUNTY-  PA/CLARION
 MA2035  USGS QUAD   -  EMLENTON (1979)
 MA2035
 MA2035                         *CURRENT SURVEY CONTROL
 MA2035  ___________________________________________________________________
 MA2035* NAD 83(1992)-  41 11 09.04276(N)    079 38 57.68939(W)     ADJUSTED  
 MA2035* NAVD 88     -       493.3    (meters)    1618.     (feet)  VERTCON   
 MA2035  ___________________________________________________________________
 MA2035  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 MA2035  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 MA2035
 MA2035  HORZ ORDER  -  SECOND
 MA2035
 MA2035.The horizontal coordinates were established by classical geodetic methods
 MA2035.and adjusted by the National Geodetic Survey in June 2002..
 MA2035
 MA2035.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2035
 MA2035.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2035
 MA2035.The geoid height was determined by GEOID03.
 MA2035
 MA2035;                    North         East     Units Scale Factor Converg.
 MA2035;SPC PA N     -   114,930.557   440,665.210   MT  0.99996497   -1 15 23.4
 MA2035;SPC PA N     -   377,068.00  1,445,749.11   sFT  0.99996497   -1 15 23.4
 MA2035;SPC PA S     -   207,417.615   440,652.478   MT  1.00004181   -1 13 56.2
 MA2035;SPC PA S     -   680,502.63  1,445,707.34   sFT  1.00004181   -1 13 56.2
 MA2035;UTM  17      - 4,560,267.231   613,272.801   MT  0.99975791   +0 53 22.2
 MA2035
 MA2035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2035!SPC PA N     -   0.99992784  x   0.99996497  =   0.99989282
 MA2035!SPC PA S     -   0.99992784  x   1.00004181  =   0.99996965
 MA2035!UTM  17      -   0.99992784  x   0.99975791  =   0.99968577
 MA2035
 MA2035|---------------------------------------------------------------------|
 MA2035| PID    Reference Object                     Distance      Geod. Az  |
 MA2035|                                                           dddmmss.s |
 MA2035| CX3930 KAHLE RM 1                           24.963 METERS 09647     |
 MA2035| CX3931 KAHLE RM 2                           22.466 METERS 20131     |
 MA2035| MA2034 KAHLE LOOKOUT TOWER                   8.156 METERS 23151     |
 MA2035| MA1319 KAHLE AZ MK                                        3085542.2 |
 MA2035| MA2033 CHICAGO NEW YORK AWY BCN 42         APPROX. 3.9 KM 3364220.0 |
 MA2035|---------------------------------------------------------------------|
 MA2035
 MA2035                          SUPERSEDED SURVEY CONTROL
 MA2035
 MA2035  NAD 83(1986)-  41 11 09.04573(N)    079 38 57.69172(W) AD(       ) 2
 MA2035  NAD 27      -  41 11 08.82110(N)    079 38 58.52820(W) AD(       ) 2
 MA2035  NGVD 29 (07/19/86)  493.5    (m)         1619.     (f) VERT ANG       
 MA2035
 MA2035.Superseded values are not recommended for survey control.
 MA2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2035.See file dsdata.txt to determine how the superseded data were derived.
 MA2035
 MA2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF1327360267(NAD 83)
 MA2035_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2035
 MA2035  HISTORY     - Date     Condition        Report By
 MA2035  HISTORY     - 1958     MONUMENTED       CGS
 MA2035  HISTORY     - 1980     GOOD             LOCENG
 MA2035
 MA2035                          STATION DESCRIPTION
 MA2035
 MA2035'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 MA2035'THE STATION IS LOCATED AT THE SITE OF THE KAHLE, PENNSYLVANIA STATE
 MA2035'FOREST SERVICE LOOKOUT TOWER, ON THE SOUTHWEST END OF A HIGH
 MA2035'TIMBERED RIDGE, ABOUT 3 MILES EAST OF EMLINTON, ABOUT 1.75 MILES
 MA2035'NORTH OF SAINT PETERSBURG, ABOUT 2 MILES WEST OF TURKEY CITY AND 1.5
 MA2035'MILES SOUTH OF MARIASVILLE.
 MA2035'
 MA2035'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 38 AND U.S.
 MA2035'HIGHWAY 322, ABOUT 12 MILES EAST OF FRANKLIN, GO SOUTH ON STATE
 MA2035'HIGHWAY 38 FOR 8.55 MILES TO THE JUNCTION OF STATE HIGHWAY 38 AND
 MA2035'STATE HIGHWAY 238.  CONTINUE SOUTH ON STATE HIGHWAY 38 FOR 0.2 MILE
 MA2035'TO A GRAVELED ROAD ON THE LEFT, EAST, SIDE OF THE HIGHWAY.  TURN LEFT
 MA2035'AND GO SOUTHEAST ON A GRAVELED ROAD FOR 0.45 MILE TO A CROSSROAD,
 MA2035'CONTINUE STRAIGHT AHEAD ON A GRAVELED ROAD FOR 0.57 MILE TO A
 MA2035'CROSSROAD*.  TURN LEFT AND GO NORTHEAST ON A BLACKTOP ROAD FOR 0.09
 MA2035'MILE TO THE AZIMUTH MARK ON THE RIGHT HAND SIDE OF THE ROAD AS
 MA2035'DESCRIBED.  *CONTINUE STRAIGHT AHEAD ON THE GRAVELED ROAD FOR 0.25
 MA2035'MILE TO A GRAVELED ROAD ON THE LEFT JUST AFTER CROSSING A CONCRETE
 MA2035'CULVERT OVER A SMALL CREEK.  TURN LEFT AND GO NORTH ON A GRAVELED
 MA2035'ROAD THROUGH A HEAVY TIMBERED AREA FOR 0.52 MILE TO A THREE
 MA2035'FORKS IN THE ROAD.  TAKE THE LEFT FORK, THE MOST NORTHERLY ONE OF THE
 MA2035'THREE FORKS, AND GO NORTH ON A TRACK ROAD THROUGH THE HEAVY
 MA2035'TIMBERED AREA FOR 0.13 MILE TO THE TOP OF THE HILL, LOOKOUT TOWER
 MA2035'AND STATION.
 MA2035'
 MA2035'THE STATION MARK, A STANDARD DISK STAMPED KAHLE 1958, IS SET IN THE
 MA2035'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES ABOVE THE
 MA2035'SURFACE OF THE GROUND.
 MA2035'
 MA2035'REFERENCE MARK NO 1, A STANDARD DISK STAMPED KAHLE NO 1 1958, IS SET
 MA2035'IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE OF
 MA2035'THE GROUND.  IT IS 39 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST LEG OF
 MA2035'THE LOOKOUT TOWER, 25 FEET SOUTHWEST OF A 24-INCH ASHTREE AND 13
 MA2035'FEET SOUTHWEST OF A TRACK ROAD.
 MA2035'
 MA2035'REFERENCE MARK NO 2, A STANDARD DISK STAMPED KAHLE NO 2 1958, IS SET
 MA2035'IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE
 MA2035'OF THE GROUND.
 MA2035'
 MA2035'THE AZIMUTH MARK, A STANDARD DISK STAMPED KAHLE 1958, IS SET IN THE
 MA2035'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES ABOVE
 MA2035'THE SURFACE OF THE GROUND.  IT IS 50 FEET SOUTHEAST OF THE SOUTHEAST
 MA2035'CORNER OF A BARN, 15 FEET EAST OF THE CENTER OF THE ROAD, 10 FEET
 MA2035'EAST OF A TIMBER LINE, 10 FEET NORTH OF A 12-INCH APPLE TREE AND 1
 MA2035'FOOT SOUTH OF A WHITE WITNESS POST.
 MA2035'
 MA2035'THE KAHLE, STATE FOREST SERVICE LOOKOUT TOWER, A FOUR LEGGED STEEL
 MA2035'STRUCTURE, PAINTED GREY, WITH A GLASS ENCLOSED CAB ON TOP PAINTED
 MA2035'ORANGE.  ON THE TOP AND CENTER OF THE CAB IS A SMALL BALL SHAPED
 MA2035'VENT.  THE OVERALL HEIGHT OF THE STRUCTURE IS APPROXIMATELY
 MA2035'80 FEET.  A TRAVERSE WAS MADE TO THE CENTER OF THE TOWER.
 MA2035
 MA2035                          STATION RECOVERY (1980)
 MA2035
 MA2035'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (MPG)
 MA2035'KAHLE 1958 RECOVERED GOOD.
 MA2035'
 MA2035'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.7 MILES NORTH OF ST.
 MA2035'PETERSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1319 ***********************************************************************
 MA1319  DESIGNATION -  KAHLE AZ MK
 MA1319  PID         -  MA1319
 MA1319  STATE/COUNTY-  PA/CLARION
 MA1319  USGS QUAD   -  EMLENTON (1979)
 MA1319
 MA1319                         *CURRENT SURVEY CONTROL
 MA1319  ___________________________________________________________________
 MA1319* NAD 83(1986)-  41 11 24.     (N)    079 39 21.     (W)     SCALED    
 MA1319* NAVD 88     -       427.064  (meters)    1401.13   (feet)  ADJUSTED  
 MA1319  ___________________________________________________________________
 MA1319  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 MA1319  DYNAMIC HT  -         426.869 (meters)    1400.49  (feet)  COMP
 MA1319  MODELED GRAV-     980,152.6   (mgal)                       NAVD 88
 MA1319
 MA1319  VERT ORDER  -  SECOND    CLASS 0
 MA1319
 MA1319.The horizontal coordinates were scaled from a topographic map and have
 MA1319.an estimated accuracy of +/- 6 seconds.
 MA1319
 MA1319.The orthometric height was determined by differential leveling
 MA1319.and adjusted by the National Geodetic Survey in June 1991..
 MA1319
 MA1319.The geoid height was determined by GEOID03.
 MA1319
 MA1319.The dynamic height is computed by dividing the NAVD 88
 MA1319.geopotential number by the normal gravity value computed on the
 MA1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1319.degrees latitude (g = 980.6199 gals.).
 MA1319
 MA1319.The modeled gravity was interpolated from observed gravity values.
 MA1319
 MA1319;                    North         East    Units  Estimated Accuracy
 MA1319;SPC PA N     -   115,400.      440,130.      MT  (+/- 180 meters Scaled)
 MA1319
 MA1319                          SUPERSEDED SURVEY CONTROL
 MA1319
 MA1319  NGVD 29 (??/??/92)  427.232  (m)         1401.68   (f) ADJ UNCH    2 0
 MA1319
 MA1319.Superseded values are not recommended for survey control.
 MA1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1319.See file dsdata.txt to determine how the superseded data were derived.
 MA1319
 MA1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF127607(NAD 83)
 MA1319_MARKER: DZ = AZIMUTH MARK DISK
 MA1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA1319_STAMPING: KAHLE 1958
 MA1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1319+STABILITY: SURFACE MOTION
 MA1319
 MA1319  HISTORY     - Date     Condition        Report By
 MA1319  HISTORY     - 1958     MONUMENTED       CGS
 MA1319
 MA1319                          STATION DESCRIPTION
 MA1319
 MA1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA1319'3.2 MI NE FROM EMLENTON.
 MA1319'ABOUT 2.3 MILES NORTHEAST ALONG STATE HIGHWAY 38 FROM THE
 MA1319'RAILROAD STATION AT EMLENTON, THENCE EASTERLY ON A GRAVELED ROAD
 MA1319'0.9 MILE.  NEAR NORTHWEST CORNER OF A FIELD, 1.5 FEET WEST
 MA1319'OF A WITNESS POST, 15.0 FEET SOUTH OF CENTER OF THE ROAD, 50.0
 MA1319'FEET SOUTHWEST OF SOUTHWEST CORNER OF A BARN AND ABOUT 0.05
 MA1319'MILE EAST OF A CROSSROAD.  A TRIANGULATION STATION AZIMUTH DISK
 MA1319'IN TOP OF A 12-INCH CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2034 ***********************************************************************
 MA2034  DESIGNATION -  KAHLE LOOKOUT TOWER
 MA2034  PID         -  MA2034
 MA2034  STATE/COUNTY-  PA/CLARION
 MA2034  USGS QUAD   -  EMLENTON (1979)
 MA2034
 MA2034                         *CURRENT SURVEY CONTROL
 MA2034  ___________________________________________________________________
 MA2034* NAD 83(1992)-  41 11 08.87945(N)    079 38 57.96463(W)     ADJUSTED  
 MA2034* NAVD 88     -                                                        
 MA2034  ___________________________________________________________________
 MA2034  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 MA2034  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 MA2034
 MA2034  HORZ ORDER  -  THIRD
 MA2034
 MA2034.The horizontal coordinates were established by classical geodetic methods
 MA2034.and adjusted by the National Geodetic Survey in June 2002..
 MA2034
 MA2034
 MA2034.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2034
 MA2034.The geoid height was determined by GEOID03.
 MA2034
 MA2034;                    North         East     Units Scale Factor Converg.
 MA2034;SPC PA N     -   114,925.661   440,658.686   MT  0.99996497   -1 15 23.6
 MA2034;SPC PA N     -   377,051.94  1,445,727.71   sFT  0.99996497   -1 15 23.6
 MA2034;SPC PA S     -   207,412.716   440,645.956   MT  1.00004180   -1 13 56.4
 MA2034;SPC PA S     -   680,486.55  1,445,685.94   sFT  1.00004180   -1 13 56.4
 MA2034;UTM  17      - 4,560,262.096   613,266.467   MT  0.99975789   +0 53 22.0
 MA2034
 MA2034                          SUPERSEDED SURVEY CONTROL
 MA2034
 MA2034  NAD 83(1986)-  41 11 08.88193(N)    079 38 57.96639(W) AD(       ) 4
 MA2034  NAD 27      -  41 11 08.65800(N)    079 38 58.80300(W) AD(       ) 3
 MA2034
 MA2034.Superseded values are not recommended for survey control.
 MA2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2034.See file dsdata.txt to determine how the superseded data were derived.
 MA2034
 MA2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF1326660262(NAD 83)
 MA2034
 MA2034  HISTORY     - Date     Condition        Report By
 MA2034  HISTORY     - 1958     MONUMENTED       CGS
 MA2034
 MA2034                          STATION DESCRIPTION
 MA2034
 MA2034'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA2034'SEE STATION KAHLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4758 ***********************************************************************
 JV4758  DESIGNATION -  KAISES
 JV4758  PID         -  JV4758
 JV4758  STATE/COUNTY-  PA/FRANKLIN
 JV4758  USGS QUAD   -  CLEAR SPRING (1971)
 JV4758
 JV4758                         *CURRENT SURVEY CONTROL
 JV4758  ___________________________________________________________________
 JV4758* NAD 83(1992)-  39 44 08.73962(N)    077 54 54.72492(W)     ADJUSTED  
 JV4758* NAVD 88     -       533.     (meters)    1749.     (feet)  SCALED    
 JV4758  ___________________________________________________________________
 JV4758  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 JV4758  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 JV4758
 JV4758  HORZ ORDER  -  FIRST
 JV4758
 JV4758.The horizontal coordinates were established by classical geodetic methods
 JV4758.and adjusted by the National Geodetic Survey in June 2002..
 JV4758
 JV4758.The orthometric height was scaled from a topographic map.
 JV4758
 JV4758.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4758
 JV4758.The geoid height was determined by GEOID03.
 JV4758
 JV4758;                    North         East     Units Scale Factor Converg.
 JV4758;SPC PA S     -    44,697.006   585,838.080   MT  1.00003677   -0 06 25.9
 JV4758;SPC PA S     -   146,643.43  1,922,037.10   sFT  1.00003677   -0 06 25.9
 JV4758;SPC MD       -   230,085.000   321,543.429   MT  1.00006250   -0 34 27.9
 JV4758;SPC MD       -   754,870.54  1,054,930.40   sFT  1.00006250   -0 34 27.9
 JV4758;UTM  18      - 4,402,494.505   250,182.867   MT  1.00036841   -1 51 52.2
 JV4758
 JV4758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4758!SPC PA S     -   0.99992179  x   1.00003677  =   0.99995855
 JV4758!SPC MD       -   0.99992179  x   1.00006250  =   0.99998428
 JV4758!UTM  18      -   0.99992179  x   1.00036841  =   1.00029017
 JV4758
 JV4758|---------------------------------------------------------------------|
 JV4758| PID    Reference Object                     Distance      Geod. Az  |
 JV4758|                                                           dddmmss.s |
 JV4758| CK7597 KAISES RM 1                           6.952 METERS 01422     |
 JV4758| CK7598 KAISES RM 2                           5.003 METERS 10459     |
 JV4758| CK7596 KAISES AZ MK                                       1410611.1 |
 JV4758|---------------------------------------------------------------------|
 JV4758
 JV4758                          SUPERSEDED SURVEY CONTROL
 JV4758
 JV4758  NAD 83(1995)-  39 44 08.73957(N)    077 54 54.72482(W) AD(       ) 1
 JV4758  NAD 83(1991)-  39 44 08.73949(N)    077 54 54.72499(W) AD(       ) 1
 JV4758  NAD 83(1986)-  39 44 08.73810(N)    077 54 54.73321(W) AD(       ) 1
 JV4758  NAD 27      -  39 44 08.40000(N)    077 54 55.74100(W) AD(       ) 1
 JV4758
 JV4758.Superseded values are not recommended for survey control.
 JV4758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4758.See file dsdata.txt to determine how the superseded data were derived.
 JV4758
 JV4758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK5018302495(NAD 83)
 JV4758_MARKER: DS = TRIANGULATION STATION DISK
 JV4758_SETTING: 80 = SET IN A BOULDER
 JV4758_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JV4758
 JV4758  HISTORY     - Date     Condition        Report By
 JV4758  HISTORY     - 1935     MONUMENTED       CGS
 JV4758  HISTORY     - 1939     GOOD             CGS
 JV4758  HISTORY     - 1955     SEE DESCRIPTION  CGS
 JV4758  HISTORY     - 1955     GOOD             CGS
 JV4758
 JV4758                          STATION DESCRIPTION
 JV4758
 JV4758'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JV4758'THIS IS A FIRST-ORDER STATION LOCATED ON THE SUMMIT OF KAISES KNOB,
 JV4758'ON PROPERTY OWNED BY MR. H.H. SPANGLER AND MR. J.R.  NEGLEY.  THE
 JV4758'MARK IS ON THE N EDGE OF A BURNED OVER AREA, 7.8 METERS E OF A PINE
 JV4758'STUMP 6-1/2 FEET TALL.  IT IS 10 METERS S OF A 6-INCH OAK TREE, 11.7
 JV4758'METERS SW OF AN 8-INCH OAK TREE WITH SMALL HOLLOW AT BOTTOM ON S
 JV4758'SIDE.  MARK IS SET IN LARGE BOULDER, 3 INCHES ABOVE GROUND.
 JV4758'
 JV4758'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE, IN
 JV4758'OUTCROPPING BEDROCK, AS DESCRIBED IN NOTE 12B.
 JV4758'
 JV4758'REFERENCE MARK NO. 1 IS 6.950 METERS N OF THE STATION, 3 METERS S OF
 JV4758'A 6-INCH OAK TREE, SET IN A BOULDER 4 INCHES ABOVE GROUND.
 JV4758'
 JV4758'REFERENCE MARK NO. 2 IS 5.000 METERS ENE OF THE STATION, 38 FEET SSE
 JV4758'OF AN 8-INCH OAK TREE WITH HOLLOW ON S SIDE NEAR GROUND.  THE MARK
 JV4758'IS SET IN A BOULDER 4 INCHES ABOVE GROUND.
 JV4758'
 JV4758'NO AZIMUTH MARK WAS SET, BUT THE TALL CHURCH SPIRE ON THE STONE
 JV4758'CHURCH IN MERCERSBURG WAS CUT IN FOR ONE.  ALSO THE CROSS
 JV4758'MOUNTAIN FIRE TOWER, OR STATION MERCER COULD BE USED.
 JV4758'
 JV4758'TO REACH THE STATION FROM VILLAGE OF CEARFOSS, WHICH IS 6.9 MILES S
 JV4758'OF GREENCASTLE, PENNA., OR 1.6 MILES S OF THE
 JV4758'PENNSYLVANNIA-MARYLAND STATE LINE, ON THE SHORT CUT PAVED ROAD FROM
 JV4758'GREENCASTLE TO WILLIAMSPORT, MARYLAND, GO S FROM MAIN CROSS ROAD
 JV4758'AT CEARFOSS ABOUT 40 YARDS TO GOOD PAVED ROAD RIGHT (T-ROAD).  TAKE
 JV4758'THIS ROAD 4.0 MILES W TO A Y AT BRICK CHURCH ON RIGHT.  TAKE
 JV4758'LEFT FORK W 2.0 MILES TO A CROSS ROAD.  CONTINUE STRAIGHT NNW 1.0
 JV4758'MILE TO A REVERSE Y LEFT AT BARN ON W SIDE OF ROAD.  TAKE DIRT ROAD
 JV4758'SW 0.6 MILE TO A CROSS ROAD.  TURN RIGHT WNW AND GO 0.3 MILE TO A Y
 JV4758'RIGHT NW. TAKE THIS, PASSING BETWEEN POSTS, AND PASS THROUGH A GATE
 JV4758'AT 0.2 MILE.  CONTINUE 0.15 MILE TO A CROSS ROAD (VERY POOR ROADS)
 JV4758'AT A SMALL FORD.  CONTINUE STRAIGHT, BEARING LEFT JUST PAST THE
 JV4758'CROSSROADS, 1.3 MILES UP POOR MOUNTAIN ROAD, KEEPING ON
 JV4758'MAIN-TRAVELED ROAD, TO END OF TRUCK TRAVEL.  TRUCK MUST BE LEFT HERE.
 JV4758'CONTINUE UP TRAIL WESTERLY ABOUT 100 YARDS TO SUMMIT OF KNOB AND
 JV4758'THE STATION.
 JV4758'
 JV4758'A 6-FOOT STAND WAS USED, BUT MUCH CLEARING WAS REQUIRED TO SEE ALL
 JV4758'LINES.  IN VIEW OF THE PASSABLE TRUCK ROAD TO A POINT NEAR THE
 JV4758'STATION, A 50-FOOT TOWER IS RECOMMENDED.
 JV4758'
 JV4758'HEIGHT OF LIGHT ABOVE STATION MARK- 3 METERS.
 JV4758
 JV4758                          STATION RECOVERY (1939)
 JV4758
 JV4758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 JV4758'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND IN
 JV4758'GOOD CONDITION.  THE DESCRIPTION IS CORRECT AND COMPLETE.  THE
 JV4758'STATION WAS NOT OCCUPIED BY THIS PARTY.
 JV4758
 JV4758                          STATION RECOVERY (1955)
 JV4758
 JV4758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 JV4758'THE STATION MARK WAS NOT RECOVERED.  EVIDENCE OF THE ORIGINAL DRILL
 JV4758'HOLE WAS NOTED.  THE DRILL HOLE WAS DEEPENED AND A NEW MARK SET AND
 JV4758'STAMPED KAISES 2.  REFERENCE MARK 1 AND 2 WERE RECOVERED IN GOOD
 JV4758'CONDITION.  THE STONE CHURCH SPIRE AND CROSS MOUNTAIN FIRE TOWER AS
 JV4758'NOTED IN THE ORIGINAL DESCRIPTION ARE NO LONGER VISIBLE FROM THE
 JV4758'GROUND BECAUSE OF NEW TIMBER GROWTH.  A COMPLETE NEW DESCRIPTION
 JV4758'WILL BE NOTED ON FORM 525.
 JV4758
 JV4758                          STATION RECOVERY (1955)
 JV4758
 JV4758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 JV4758'THE STATION IS LOCATED ON THE SUMMIT OF KAISES KNOB, WHICH LIES ABOUT
 JV4758'7-1/2 MILES WEST-NORTHWEST OF CEARFOSS, MARYLAND AND 1-3/4 MILES
 JV4758'SOUTHWEST OF KASIESVILLE, PENNSYLVANIA.  IT IS 9 FEET SOUTHWEST OF A
 JV4758'4 INCH BY 4 INCH WHITE WITNESS POST.
 JV4758'
 JV4758'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE
 JV4758'HIGHWAY 57, WHICH IS 2-1/2 MILES EAST OF CLEAR SPRING, MARYLAND
 JV4758'AND AT ST. PAULS CHURCH, GO NORTH ON HIGHWAY 57 FOR 4.0 MILES TO
 JV4758'STATE HIGHWAY 494 ON THE RIGHT, BEAR LEFT AND CONTINUE NORTHERLY ON
 JV4758'HIGHWAY 57 FOR 0.3 MILE TO A Y-JUNCTION, BEAR LEFT AND GO WESTERLY ON
 JV4758'DRY RUN ROAD FOR 0.7 MILE TO A CROSSROADS, CONTINUE STRAIGHT AHEAD
 JV4758'(WESTERLY) FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 JV4758'WESTERLY FOR 0.2 MILE TO A TRACK ROAD ON THE RIGHT, BEAR RIGHT AND
 JV4758'CONTINUE NORTHWESTERLY TO A CROSSROADS AT A SMALL CREEK, CONTINUE
 JV4758'STRAIGHT AHEAD TO A Y-JUNCTION, BEAR LEFT AND GO NORTHERLY UP A RIDGE
 JV4758'AND ACROSS THE HEAD OF A SMALL CREEK (VERY DIM ROAD) TO THE END
 JV4758'OF THE ROAD ON THE MOUNTAIN SHOULDER AND AT THE EAST SIDE OF THE
 JV4758'KNOB.  THE STATION LIES ABOUT 300 YARDS WEST OF THIS POINT.
 JV4758'
 JV4758'THE STATION MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED KAISES 2
 JV4758'1955.
 JV4758'
 JV4758'REFERENCE MARK 1 IS 12 FEET SOUTHEAST OF THE WITNESS POST.  THE MARK
 JV4758'PROJECTS 4 INCHES, AND THE DISK IS STAMPED KAISES NO 1 1935.
 JV4758'
 JV4758'REFERENCE MARK 2 IS 18 FEET SOUTHEAST OF THE WITNESS POST.  THE MARK
 JV4758'PROJECTS 4 INCHES, AND THE DISK IS STAMPED KAISES NO 2 1935.
 JV4758'
 JV4758'THE AZIMUTH MARK IS 10 FEET NORTH OF THE CENTER OF THE TRACK ROAD, 4
 JV4758'FEET NORTHWEST OF A POWERLINE POLE AND 2 FEET NORTHWEST OF A 4
 JV4758'INCH BY 4 INCH WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES, AND
 JV4758'THE DISK IS STAMPED KAISES 2 1955.
 JV4758'
 JV4758'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3032 ***********************************************************************
 KY3032  DESIGNATION -  KALMEYER
 KY3032  PID         -  KY3032
 KY3032  STATE/COUNTY-  PA/BUTLER
 KY3032  USGS QUAD   -  MARS (1979)
 KY3032
 KY3032                         *CURRENT SURVEY CONTROL
 KY3032  ___________________________________________________________________
 KY3032* NAD 83(1992)-  40 41 13.28353(N)    080 05 37.01617(W)     ADJUSTED  
 KY3032* NAVD 88     -       359.     (meters)    1178.     (feet)  SCALED    
 KY3032  ___________________________________________________________________
 KY3032  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 KY3032  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KY3032
 KY3032  HORZ ORDER  -  SECOND
 KY3032
 KY3032.The horizontal coordinates were established by classical geodetic methods
 KY3032.and adjusted by the National Geodetic Survey in June 2002..
 KY3032
 KY3032.The orthometric height was scaled from a topographic map.
 KY3032
 KY3032.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3032
 KY3032.The geoid height was determined by GEOID03.
 KY3032
 KY3032;                    North         East     Units Scale Factor Converg.
 KY3032;SPC PA S     -   152,937.020   401,919.300   MT  0.99996799   -1 31 13.9
 KY3032;SPC PA S     -   501,760.87  1,318,630.24   sFT  0.99996799   -1 31 13.9
 KY3032;UTM  17      - 4,504,409.562   576,588.240   MT  0.99967220   +0 35 27.3
 KY3032
 KY3032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3032!SPC PA S     -   0.99994905  x   0.99996799  =   0.99991704
 KY3032!UTM  17      -   0.99994905  x   0.99967220  =   0.99962127
 KY3032
 KY3032|---------------------------------------------------------------------|
 KY3032| PID    Reference Object                     Distance      Geod. Az  |
 KY3032|                                                           dddmmss.s |
 KY3032| CX3934 KALMEYER RM 1                         8.234 METERS 09229     |
 KY3032| CX3935 KALMEYER RM 2                         8.233 METERS 17350     |
 KY3032| KY3033 THORN                               APPROX. 2.6 KM 1740632.5 |
 KY3032|---------------------------------------------------------------------|
 KY3032
 KY3032                          SUPERSEDED SURVEY CONTROL
 KY3032
 KY3032  NAD 83(1995)-  40 41 13.28345(N)    080 05 37.01621(W) AD(       ) 2
 KY3032  NAD 83(1986)-  40 41 13.28786(N)    080 05 37.02423(W) AD(       ) 2
 KY3032  NAD 27      -  40 41 13.04680(N)    080 05 37.81840(W) AD(       ) 2
 KY3032
 KY3032.Superseded values are not recommended for survey control.
 KY3032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3032.See file dsdata.txt to determine how the superseded data were derived.
 KY3032
 KY3032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF7658804410(NAD 83)
 KY3032_MARKER: DS = TRIANGULATION STATION DISK
 KY3032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3032
 KY3032  HISTORY     - Date     Condition        Report By
 KY3032  HISTORY     - 1959     MONUMENTED       CGS
 KY3032  HISTORY     - 1974     GOOD             PADT
 KY3032
 KY3032                          STATION DESCRIPTION
 KY3032
 KY3032'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 KY3032'THE STATION IS LOCATED AT THE EAST EDGE OF A LAWN, EAST OF A FARM
 KY3032'HOME, ABOUT 7-1/2 MILES SOUTH-SOUTHEAST OF ZELIENOPLE, ABOUT 4-1/2
 KY3032'MILES WEST OF MARS AND ON PROPERTY OWNED BY MR. ELLIS KALMEYER.
 KY3032'
 KY3032'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND
 KY3032'STATE HIGHWAY 68 IN THE SOUTH END OF THE BUSINESS DISTRICT OF
 KY3032'ZELIENOPLE, GO SOUTH ON U.S. HIGHWAY 19 FOR 0.45 MILE TO A
 KY3032'Y-INTERSECTION.  TAKE THE RIGHT FORK AND GO SOUTH-SOUTHEAST ON
 KY3032'U.S. HIGHWAY 19 FOR 7.41 MILES TO A CROSSROAD AND A SERVICE
 KY3032'STATION IN THE SOUTHEAST ANGLE OF THE INTERSECTION.  TURN LEFT
 KY3032'AND GO EAST ON THE MARS ROAD FOR 0.05 MILE TO A CROSSROAD WITH A
 KY3032'GROCERY STORE IN THE NORTHWEST ANGLE OF THE INTERSECTION.
 KY3032'CONTINUE EAST ON THE MARS ROAD FOR 0.3 MILE TO A DRIVEWAY AND MR.
 KY3032'ELLIS KALMEYERS MAIL BOX ON THE LEFT, NORTH, SIDE OF THE ROAD.
 KY3032'TURN LEFT AND GO NORTH ON THE DRIVEWAY FOR 0.07 MILE TO A FORK.
 KY3032'TAKE THE RIGHT HAND DRIVEWAY AND GO EAST FOR 0.03 MILE TO MR.
 KY3032'KALMEYERS FARM HOME AND THE END OF TRUCK TRAVEL.  FROM THE END OF
 KY3032'TRUCK TRAVEL PACK EAST ACROSS THE LAWN FOR ABOUT 75 YARDS TO THE
 KY3032'SOUTHEAST EDGE OF THE LAWN AND THE STATION.
 KY3032'
 KY3032'THE STATION MARK, A STANDARD DISK STAMPED KALMEYER 1959, IS SET IN
 KY3032'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KY3032'SURFACE OF THE GROUND.  IT IS 99.0 FEET NORTHEAST OF A TELEPHONE
 KY3032'POLE, 81.0 FEET EAST OF THE NORTHEAST CORNER OF A HOUSE, 12 FEET
 KY3032'WEST-NORTHWEST OF AN APPLE TREE.
 KY3032'
 KY3032'REFERENCE MARK 1, A STANDARD DISK STAMPED KALMEYER NO 1 1959, IS
 KY3032'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 KY3032'THE SURFACE OF THE GROUND.  IT IS 17.0 FEET EAST OF AN APPLE TREE,
 KY3032'108.0 FEET EAST OF THE NORTHEAST CORNER OF A HOUSE AND IS ABOUT
 KY3032'THE SAME ELEVATION AS THE STATION.
 KY3032'
 KY3032'REFERENCE MARK 2, A STANDARD DISK STAMPED KALMEYER NO 2 1959, IS
 KY3032'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 KY3032'THE SURFACE OF THE GROUND.  IT IS 15.0 FEET EAST-SOUTHEAST OF AN
 KY3032'APPLE TREE AND 112.0 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER
 KY3032'OF A HOUSE AND IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 KY3032'
 KY3032'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 KY3032'
 KY3032'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KY3032
 KY3032                          STATION RECOVERY (1974)
 KY3032
 KY3032'RECOVERY NOTE BY PA DEPT OF TRANSP 1974
 KY3032'KALMEYER 1959 GOOD KALMEYER NO 1 1959
 KY3032'GOOD KALMEYER NO 2 1959 GOOD
 KY3032'
 KY3032'FOUND AS DESCRIBED
 KY3032'
 KY3032'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4-1/2 MILES
 KY3032'WEST OF MARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0764 ***********************************************************************
 MA0764  DESIGNATION -  KANE
 MA0764  PID         -  MA0764
 MA0764  STATE/COUNTY-  PA/MCKEAN
 MA0764  USGS QUAD   -  KANE (1977)
 MA0764
 MA0764                         *CURRENT SURVEY CONTROL
 MA0764  ___________________________________________________________________
 MA0764* NAD 83(1992)-  41 39 29.75529(N)    078 48 41.61346(W)     ADJUSTED  
 MA0764* NAVD 88     -       618.653  (meters)    2029.70   (feet)  ADJUSTED  
 MA0764  ___________________________________________________________________
 MA0764  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 MA0764  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 MA0764  DYNAMIC HT  -         618.378 (meters)    2028.80  (feet)  COMP
 MA0764  MODELED GRAV-     980,158.9   (mgal)                       NAVD 88
 MA0764
 MA0764  HORZ ORDER  -  SECOND
 MA0764  VERT ORDER  -  SECOND    CLASS 0
 MA0764
 MA0764.The horizontal coordinates were established by classical geodetic methods
 MA0764.and adjusted by the National Geodetic Survey in June 2002..
 MA0764
 MA0764.The orthometric height was determined by differential leveling
 MA0764.and adjusted by the National Geodetic Survey in June 1991..
 MA0764
 MA0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA0764
 MA0764.The geoid height was determined by GEOID03.
 MA0764
 MA0764.The dynamic height is computed by dividing the NAVD 88
 MA0764.geopotential number by the normal gravity value computed on the
 MA0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0764.degrees latitude (g = 980.6199 gals.).
 MA0764
 MA0764.The modeled gravity was interpolated from observed gravity values.
 MA0764
 MA0764;                    North         East     Units Scale Factor Converg.
 MA0764;SPC PA N     -   166,191.069   511,585.253   MT  0.99996565   -0 42 08.1
 MA0764;SPC PA N     -   545,245.20  1,678,425.95   sFT  0.99996565   -0 42 08.1
 MA0764;UTM  17      - 4,614,148.567   682,213.171   MT  1.00000859   +1 27 18.1
 MA0764
 MA0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA0764!SPC PA N     -   0.99990798  x   0.99996565  =   0.99987363
 MA0764!UTM  17      -   0.99990798  x   1.00000859  =   0.99991657
 MA0764
 MA0764|---------------------------------------------------------------------|
 MA0764| PID    Reference Object                     Distance      Geod. Az  |
 MA0764|                                                           dddmmss.s |
 MA0764| CK7600 KANE RM 1                            25.213 METERS 11130     |
 MA0764| CK7599 KANE AZ MK                                         1360351.6 |
 MA0764| CK7601 KANE RM 2                            29.710 METERS 20146     |
 MA0764| MA2355 HIGHLAND                            APPROX.11.4 KM 2031325.5 |
 MA0764|---------------------------------------------------------------------|
 MA0764
 MA0764                          SUPERSEDED SURVEY CONTROL
 MA0764
 MA0764  NAD 83(1996)-  41 39 29.75601(N)    078 48 41.61385(W) AD(       ) 2
 MA0764  NAD 83(1986)-  41 39 29.75656(N)    078 48 41.61332(W) AD(       ) 2
 MA0764  NAD 27      -  41 39 29.53360(N)    078 48 42.50004(W) AD(       ) 2
 MA0764  NGVD 29 (??/??/92)  618.753  (m)         2030.03   (f) ADJ UNCH    2 0
 MA0764
 MA0764.Superseded values are not recommended for survey control.
 MA0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0764.See file dsdata.txt to determine how the superseded data were derived.
 MA0764
 MA0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG8221314149(NAD 83)
 MA0764_MARKER: DB = BENCH MARK DISK
 MA0764_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0764_SP_SET: BRIDGE
 MA0764_STAMPING: KANE 1935
 MA0764_MARK LOGO: CGS   
 MA0764_MAGNETIC: N = NO MAGNETIC MATERIAL
 MA0764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0764+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2005
 MA0764
 MA0764  HISTORY     - Date     Condition        Report By
 MA0764  HISTORY     - 1935     MONUMENTED       CGS
 MA0764  HISTORY     - 1938     GOOD             CGS
 MA0764  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MA0764  HISTORY     - 1965     SEE DESCRIPTION  CGS
 MA0764  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MA0764  HISTORY     - 1968     SEE DESCRIPTION  AEROS
 MA0764  HISTORY     - 19971222 GOOD             LOCENG
 MA0764  HISTORY     - 20030502 GOOD             USPSQD
 MA0764  HISTORY     - 20050101 GOOD             GEOCAC
 MA0764
 MA0764                          STATION DESCRIPTION
 MA0764
 MA0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0764'AT KANE.
 MA0764'AT KANE, MC KEAN COUNTY, ON GREEVES STREET (U.S. HIGHWAY 6),
 MA0764'AT THE NORTHWEST CORNER OF 10 GREEVES STREET, ABOUT 100 FEET
 MA0764'SOUTHEAST OF THE CENTER OF THE CROSSING OF FRALEY STREET, ABOUT
 MA0764'93 FEET WEST OF THE CENTER OF THE ENTRANCE TO THE Y.M.C.A.,
 MA0764'28 FEET SOUTH OF THE CENTER LINE OF GREEVES STREET, 6 FEET EAST
 MA0764'OF THE CENTER LINE OF AN ALLEYWAY, IN THE TOP OF A WATER TABLE,
 MA0764'1.5 FEET EAST OF THE NORTHWEST CORNER, 6 INCHES HIGHER THAN THE
 MA0764'STREET, AND 3 INCHES ABOVE THE SIDEWALK, A STANDARD DISK,
 MA0764'STAMPED KANE 1935.
 MA0764
 MA0764                          STATION RECOVERY (1938)
 MA0764
 MA0764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (APR)
 MA0764'STATION IS IN CITY OF KANE AT CORNERS OF BIRCH, FRALEY, AND CHESTNUT
 MA0764'STS., AT ENE POINT OF PARK, 42 FEET N OF N EDGE OF SIDEWALK, 20.4
 MA0764'FEET S OF S EDGE OF SIDEWALK, 69 FEET WNW OF FLAGPOLE, 25 FEET NW OF
 MA0764'CONCRETE BASE OF CANNON, 15.3 FEET NNE OF LOWER R CORNER OF TABLET
 MA0764'IN WAR MEMORIAL.  MARK IS IN ROUND MASS OF CONCRETE FLUSH WITH
 MA0764'GROUND, APPROXIMATELY 16 INCHES IN DIAMETER, AND IS STAMPED KANE
 MA0764'1938.
 MA0764'
 MA0764'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 MA0764'IN CONCRETE AS DESCRIBED IN NOTES 1C AND 11C.
 MA0764'
 MA0764'REFERENCE MARK NO. 1 IS 24.420 METERS SE OF STATION SET IN CONCRETE
 MA0764'CURB ABOUT 6 INCHES ABOVE ROADWAY, 14.8 FEET N OF A 10-INCH ELM
 MA0764'TREE, 13.4 FEET E OF FLAGPOLE, 22.3 FEET W OF A 12-INCH MAPLE TREE,
 MA0764'AND IS STAMPED KANE RM NO 1 1938.  REFERENCE MARK NO. 2 IS
 MA0764'29.710 METERS SW OF STATION SET IN CONCRETE CURB, ABOUT 2 INCHES
 MA0764'ABOVE ROADWAY, 10.5 FEET S OF S EDGE OF DRIVEWAY, 15.8 FEET N OF N
 MA0764'EDGE OF ARMORY ENTRANCE WALKWAY, 54 FEET W OF NW CORNER OF ARMORY
 MA0764'BLDG., AND IS STAMPED KANE RM NO 2 1938.
 MA0764'
 MA0764'AZIMUTH MARK IS APPROXIMATELY 0.1 MILE SE OF STATION SET IN CONCRETE
 MA0764'SIDEWALK 6 INCHES E OF W EDGE OF SIDEWALK 35.5 FEET SE OF
 MA0764'INTERSECTION OF FRALEY AND CHESTNUT STS., 7.6 FEET SW OF FIRE
 MA0764'HYDRANT, 42.4 FEET E OF TELEPHONE AND POWER LINE POLE NO.
 MA0764'18230/82.
 MA0764'
 MA0764'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 MA0764
 MA0764                          STATION RECOVERY (1963)
 MA0764
 MA0764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CFO)
 MA0764'STATION, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 MA0764'DESCRIBED AND FOUND IN GOOD CONDITION.
 MA0764'
 MA0764'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 MA0764
 MA0764                          STATION RECOVERY (1965)
 MA0764
 MA0764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FG)
 MA0764'STATION WAS RECOVERED IN GOOD CONDITION.  SIDEWALK HOLD AZIMUTH MARK
 MA0764'HAS HEAVED, INTRODUCING APPROXIMATELY 0 DEG 05 MIN ERROR IN AZIMUTH.
 MA0764
 MA0764                          STATION RECOVERY (1967)
 MA0764
 MA0764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MA0764'STATION MARK RECOVERED BUT HAS BEEN RESET FROM ITS ORIGINAL POSITION
 MA0764'INTO A CONCRETE SIDEWALK.  NO RECORD OF THIS RESET WAS FOUND.
 MA0764'THE REFERENCE MARKS APPEAR TO BE SOLID IN THEIR ORIGINAL POSITION.
 MA0764'THE DISTANCE TO R.M. 1 FAILED TO CHECK BY 0.8 METER AND THE
 MA0764'DIRECTION FAILED TO CHECK BY 2-1/2 MINUTES.  THE DISTANCE TO R.M. 2
 MA0764'CHECKED BUT THE DIRECTION FAILED TO CHECK BY 6 MINUTES.
 MA0764'THE AZIMUTH MARK, REPORTED IN 1965 TO HAVE MOVED, IS OF NO VALUE AND
 MA0764'WAS REMOVED.  THESE ARE THE ONLY MARKS VISIBLE FROM THE GROUND
 MA0764'SO ANOTHER AZIMUTH MARK WAS NOT SET.  A COMPLETE NEW
 MA0764'DESCRIPTION FOLLOWS.
 MA0764'
 MA0764'STATION IS LOCATED AT THE SOUTH EDGE OF THE CITY OF KANE, AT THE
 MA0764'EASTERLY POINT OF THE CITY PARK AND SURROUNDED BY TREES AND
 MA0764'BUILDINGS AND AT THE CORNERS OF BIRCH, FRALEY AND CHESTNUT STREETS.
 MA0764'
 MA0764'STATION MARK IS A STANDARD DISK, STAMPED KANE 1938, CEMENTED IN A
 MA0764'DRILL HOLE IN A CIRCULAR CONCRETE WALK-WAY FLUSH WITH THE GROUND.
 MA0764'IT IS 69.5 FEET WEST OF A FLAG POLE, 41.0 FEET NORTH OF THE NORTH
 MA0764'EDGE OF A STREET SIDEWALK, 19.5 FEET SOUTH OF THE SOUTH EDGE OF
 MA0764'A STREET SIDEWALK AND 15.3 FEET NORTH NORTHEAST OF THE LOWER RIGHT
 MA0764'CORNER OF THE TABLET IN THE OLD WAR MEMORIAL.
 MA0764'
 MA0764'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KANE NO 1 1938,
 MA0764'CEMENTED IN A DRILL HOLE IN A CONCRETE CURB ABOUT 6 INCHES ABOVE
 MA0764'THE ROADWAY.  IT IS 13.4 FEET EAST OF THE FLAG POLE AND 6.9 FEET
 MA0764'SOUTH OF THE CENTER OF AN IRON DRAIN GRATE.
 MA0764'
 MA0764'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KANE NO 2 1938,
 MA0764'CEMENTED IN A DRILL HOLE IN A CONCRETE CURB ABOUT 6 INCHES ABOVE
 MA0764'THE ROADWAY.  IT IS 54.0 FEET NORTH OF THE NORTHEAST CORNER OF THE
 MA0764'ARMORY, 28.7 FEET NORTH OF A FLAG POLE, 17.0 FEET WEST OF THE
 MA0764'CENTER OF THE DRIVEWAY AND 15.0 FEET EAST OF THE EAST EDGE OF THE
 MA0764'ARMORY ENTRANCE WALKWAY.
 MA0764'
 MA0764'NOTE--A 64 FOOT TOWER NEEDED TO SEE OUT TO STATIONS.
 MA0764
 MA0764                          STATION RECOVERY (1968)
 MA0764
 MA0764'RECOVERY NOTE BY AERO SERVICE CORPORATION 1968
 MA0764'KANE AZ. MK.  NEEDS REPAIR, REPLACEMENT OR VERIFICATION OF POINT TO
 MA0764'BE USED.
 MA0764'
 MA0764'AERO SERVICE CORPORATION NOTE MARK CAP HAS BEEN DESTROYED.  THIS
 MA0764'MARK APPEARS TO BE THE AZ. MK. SHAFT.
 MA0764
 MA0764                          STATION RECOVERY (1997)
 MA0764
 MA0764'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (DM)
 MA0764'NOTE--THE STATION AND RM NO 1 WERE RECOVERED IN GOOD CONDITION.  A
 MA0764'BRIEF SEARCH WAS MADE FOR RM NO 2 BUT IT WAS NOT FOUND.  THE SOUTH
 MA0764'CURB OF CHESTNUT STREET IS SPALLED IN THE VICINITY OF THE MARK AND IT
 MA0764'IS BELIEVED LOST.  AZIMUTH MARK NOT SEARCHED FOR SINCE 1967 NOTES
 MA0764'MENTIONED ITS REMOVAL.
 MA0764
 MA0764                          STATION RECOVERY (2003)
 MA0764
 MA0764'RECOVERY NOTE BY US POWER SQUADRON 2003 (SG)
 MA0764'RM1 FOUND GOOD. RM2 NOT FOUND, SIDEWALK AND CURB REPLACED. AZ MARK NOT
 MA0764'FOUND, CURB REMOVED.
 MA0764
 MA0764                          STATION RECOVERY (2005)
 MA0764
 MA0764'RECOVERY NOTE BY GEOCACHING 2005 (JWH)
 MA0764'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2348 ***********************************************************************
 MA2348  DESIGNATION -  KANE AFFILIATED IND INC NE STK
 MA2348  PID         -  MA2348
 MA2348  STATE/COUNTY-  PA/MCKEAN
 MA2348  USGS QUAD   -  KANE (1977)
 MA2348
 MA2348                         *CURRENT SURVEY CONTROL
 MA2348  ___________________________________________________________________
 MA2348* NAD 83(1992)-  41 39 35.95968(N)    078 48 14.13815(W)     ADJUSTED  
 MA2348* NAVD 88     -                                                        
 MA2348  ___________________________________________________________________
 MA2348  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 MA2348  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 MA2348
 MA2348  HORZ ORDER  -  THIRD
 MA2348
 MA2348.The horizontal coordinates were established by classical geodetic methods
 MA2348.and adjusted by the National Geodetic Survey in June 2002..
 MA2348
 MA2348
 MA2348.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2348
 MA2348.The geoid height was determined by GEOID03.
 MA2348
 MA2348;                    North         East     Units Scale Factor Converg.
 MA2348;SPC PA N     -   166,374.702   512,223.204   MT  0.99996578   -0 41 50.0
 MA2348;SPC PA N     -   545,847.67  1,680,518.96   sFT  0.99996578   -0 41 50.0
 MA2348;UTM  17      - 4,614,356.094   682,843.786   MT  1.00001142   +1 27 36.5
 MA2348
 MA2348                          SUPERSEDED SURVEY CONTROL
 MA2348
 MA2348  NAD 83(1996)-  41 39 35.96050(N)    078 48 14.13820(W) AD(       ) 4
 MA2348  NAD 83(1986)-  41 39 35.96152(N)    078 48 14.13770(W) AD(       ) 4
 MA2348  NAD 27      -  41 39 35.73645(N)    078 48 15.02532(W) AD(       ) 3
 MA2348
 MA2348.Superseded values are not recommended for survey control.
 MA2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2348.See file dsdata.txt to determine how the superseded data were derived.
 MA2348
 MA2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG8284414356(NAD 83)
 MA2348
 MA2348  HISTORY     - Date     Condition        Report By
 MA2348  HISTORY     - 1967     MONUMENTED       CGS
 MA2348
 MA2348                          STATION DESCRIPTION
 MA2348
 MA2348'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MA2348'THE STATION IS LOCATED AT THE INTERSECTION OF BIDDLE AND HACKER
 MA2348'STREETS IN THE SOUTHEAST PART OF KANE.  IT IS A ROUND, RED BRICK
 MA2348'STACK WITH THE LETTERS HOLCATE EMBEDDED IN THE SOUTH SIDE IN WHITE.
 MA2348'IT IS 90 FEET HIGH AND THE INTERSECTION POINT IS THE TOP CENTER.
 MA2348'IT IS THE NORTHEAST ONE OF TWO STACKS ABOUT 400 FEET APART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2347 ***********************************************************************
 MA2347  DESIGNATION -  KANE MUN STANDPIPE
 MA2347  PID         -  MA2347
 MA2347  STATE/COUNTY-  PA/MCKEAN
 MA2347  USGS QUAD   -  KANE (1977)
 MA2347
 MA2347                         *CURRENT SURVEY CONTROL
 MA2347  ___________________________________________________________________
 MA2347* NAD 83(1992)-  41 39 34.09138(N)    078 47 47.09407(W)     ADJUSTED  
 MA2347* NAVD 88     -                                                        
 MA2347  ___________________________________________________________________
 MA2347  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 MA2347  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 MA2347
 MA2347  HORZ ORDER  -  THIRD
 MA2347
 MA2347.The horizontal coordinates were established by classical geodetic methods
 MA2347.and adjusted by the National Geodetic Survey in June 2002..
 MA2347
 MA2347
 MA2347.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2347
 MA2347.The geoid height was determined by GEOID03.
 MA2347
 MA2347;                    North         East     Units Scale Factor Converg.
 MA2347;SPC PA N     -   166,309.481   512,848.138   MT  0.99996574   -0 41 32.1
 MA2347;SPC PA N     -   545,633.69  1,682,569.27   sFT  0.99996574   -0 41 32.1
 MA2347;UTM  17      - 4,614,314.443   683,470.761   MT  1.00001425   +1 27 54.5
 MA2347
 MA2347                          SUPERSEDED SURVEY CONTROL
 MA2347
 MA2347  NAD 83(1996)-  41 39 34.09218(N)    078 47 47.09421(W) AD(       ) 4
 MA2347  NAD 83(1986)-  41 39 34.09321(N)    078 47 47.09369(W) AD(       ) 4
 MA2347  NAD 27      -  41 39 33.86787(N)    078 47 47.98274(W) AD(       ) 3
 MA2347
 MA2347.Superseded values are not recommended for survey control.
 MA2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2347.See file dsdata.txt to determine how the superseded data were derived.
 MA2347
 MA2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG8347114314(NAD 83)
 MA2347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA2347+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2006
 MA2347
 MA2347  HISTORY     - Date     Condition        Report By
 MA2347  HISTORY     - 1967     MONUMENTED       CGS
 MA2347  HISTORY     - 20060312 GOOD             GEOCAC
 MA2347
 MA2347                          STATION DESCRIPTION
 MA2347
 MA2347'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 MA2347'THE STATION IS LOCATED IN A FIELD AT THE END OF CLAY STREET AT THE
 MA2347'SOUTHEAST EDGE OF KANE.  THE STANDPIPE IS 108 FEET HIGH, PAINTED
 MA2347'OLIVE GREEN WITH A CONICAL ROOF.  THE INTERSECTION POINT IS THE TOP
 MA2347'CENTER.
 MA2347
 MA2347                          STATION RECOVERY (2006)
 MA2347
 MA2347'RECOVERY NOTE BY GEOCACHING 2006 (KAG)
 MA2347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2349 ***********************************************************************
 MA2349  DESIGNATION -  KANE RAD STA WKZA MAST
 MA2349  PID         -  MA2349
 MA2349  STATE/COUNTY-  PA/MCKEAN
 MA2349  USGS QUAD   -  KANE (1977)
 MA2349
 MA2349                         *CURRENT SURVEY CONTROL
 MA2349  ___________________________________________________________________
 MA2349* NAD 83(1992)-  41 38 54.64985(N)    078 48 03.67262(W)     ADJUSTED  
 MA2349* NAVD 88     -                                                        
 MA2349  ___________________________________________________________________
 MA2349  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 MA2349  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 MA2349
 MA2349  HORZ ORDER  -  THIRD
 MA2349
 MA2349.The horizontal coordinates were established by classical geodetic methods
 MA2349.and adjusted by the National Geodetic Survey in June 2002..
 MA2349
 MA2349
 MA2349.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2349
 MA2349.The geoid height was determined by GEOID03.
 MA2349
 MA2349;                    North         East     Units Scale Factor Converg.
 MA2349;SPC PA N     -   165,097.414   512,449.845   MT  0.99996495   -0 41 43.0
 MA2349;SPC PA N     -   541,657.10  1,681,262.53   sFT  0.99996495   -0 41 43.0
 MA2349;UTM  17      - 4,613,088.184   683,118.358   MT  1.00001266   +1 27 42.3
 MA2349
 MA2349                          SUPERSEDED SURVEY CONTROL
 MA2349
 MA2349  NAD 83(1996)-  41 38 54.65062(N)    078 48 03.67288(W) AD(       ) 4
 MA2349  NAD 83(1986)-  41 38 54.65143(N)    078 48 03.67265(W) AD(       ) 4
 MA2349  NAD 27      -  41 38 54.42520(N)    078 48 04.56188(W) AD(       ) 3
 MA2349
 MA2349.Superseded values are not recommended for survey control.
 MA2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2349.See file dsdata.txt to determine how the superseded data were derived.
 MA2349
 MA2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG8311813088(NAD 83)
 MA2349
 MA2349  HISTORY     - Date     Condition        Report By
 MA2349  HISTORY     - 1967     MONUMENTED       CGS
 MA2349  HISTORY     - 20010613 MARK NOT FOUND   USPSQD
 MA2349
 MA2349                          STATION DESCRIPTION
 MA2349
 MA2349'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MA2349'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF KANE ADJACENT TO A
 MA2349'MACADAM ROAD.  THE MAST IS A SINGLE COLUMN, THREE LEGGED,
 MA2349'PAINTED ALTERNATE ORANGE AND WHITE AND IS 234 FEET HIGH.  THE
 MA2349'INTERSECTION POINT IS A LIGHT AT THE APEX.
 MA2349
 MA2349                          STATION RECOVERY (2001)
 MA2349
 MA2349'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA2349'DESTROYED, TOWER AND STACK REMOVED AND RELOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0425 ***********************************************************************
 LZ0425  DESIGNATION -  KAPP
 LZ0425  PID         -  LZ0425
 LZ0425  STATE/COUNTY-  PA/COLUMBIA
 LZ0425  USGS QUAD   -  MILLVILLE (1983)
 LZ0425
 LZ0425                         *CURRENT SURVEY CONTROL
 LZ0425  ___________________________________________________________________
 LZ0425* NAD 83(1992)-  41 00 36.81277(N)    076 32 52.40445(W)     ADJUSTED  
 LZ0425* NAVD 88     -       224.615  (meters)     736.92   (feet)  ADJUSTED  
 LZ0425  ___________________________________________________________________
 LZ0425  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 LZ0425  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 LZ0425  DYNAMIC HT  -         224.521 (meters)     736.62  (feet)  COMP
 LZ0425  MODELED GRAV-     980,200.5   (mgal)                       NAVD 88
 LZ0425
 LZ0425  HORZ ORDER  -  SECOND
 LZ0425  VERT ORDER  -  SECOND    CLASS 0
 LZ0425
 LZ0425.The horizontal coordinates were established by classical geodetic methods
 LZ0425.and adjusted by the National Geodetic Survey in June 2002..
 LZ0425
 LZ0425.The orthometric height was determined by differential leveling
 LZ0425.and adjusted by the National Geodetic Survey in June 1991..
 LZ0425
 LZ0425.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ0425
 LZ0425.The geoid height was determined by GEOID03.
 LZ0425
 LZ0425.The dynamic height is computed by dividing the NAVD 88
 LZ0425.geopotential number by the normal gravity value computed on the
 LZ0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0425.degrees latitude (g = 980.6199 gals.).
 LZ0425
 LZ0425.The modeled gravity was interpolated from observed gravity values.
 LZ0425
 LZ0425;                    North         East     Units Scale Factor Converg.
 LZ0425;SPC PA N     -    94,382.108   701,119.031   MT  0.99998194   +0 47 42.9
 LZ0425;SPC PA N     -   309,651.97  2,300,254.69   sFT  0.99998194   +0 47 42.9
 LZ0425;UTM  18      - 4,541,046.101   369,837.961   MT  0.99980852   -1 00 57.1
 LZ0425
 LZ0425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ0425!SPC PA N     -   0.99996992  x   0.99998194  =   0.99995186
 LZ0425!UTM  18      -   0.99996992  x   0.99980852  =   0.99977845
 LZ0425
 LZ0425:                Primary Azimuth Mark                     Grid Az
 LZ0425:SPC PA N     -  BLOOMSBURG RAD STA WHLM W MAST           110 13 21.2
 LZ0425:UTM  18      -  BLOOMSBURG RAD STA WHLM W MAST           112 02 01.2
 LZ0425
 LZ0425|---------------------------------------------------------------------|
 LZ0425| PID    Reference Object                     Distance      Geod. Az  |
 LZ0425|                                                           dddmmss.s |
 LZ0425| KW3003 BLOOMSBURG RAD STA WHLM W MAST      APPROX. 4.6 KM 1110104.1 |
 LZ0425| LZ0423 KAPP AZ MK                                         1785106.4 |
 LZ0425| CB4474 KAPP RM 2                            27.859 METERS 21246     |
 LZ0425| CB4473 KAPP RM 1                            15.200 METERS 35810     |
 LZ0425|---------------------------------------------------------------------|
 LZ0425
 LZ0425                          SUPERSEDED SURVEY CONTROL
 LZ0425
 LZ0425  NAD 83(1986)-  41 00 36.81245(N)    076 32 52.40081(W) AD(       ) 2
 LZ0425  NAD 27      -  41 00 36.49650(N)    076 32 53.57940(W) AD(       ) 2
 LZ0425  NGVD 29 (??/??/92)  224.837  (m)          737.65   (f) ADJ UNCH    2 0
 LZ0425
 LZ0425.Superseded values are not recommended for survey control.
 LZ0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0425.See file dsdata.txt to determine how the superseded data were derived.
 LZ0425
 LZ0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL6983841046(NAD 83)
 LZ0425_MARKER: DS = TRIANGULATION STATION DISK
 LZ0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0425_STAMPING: KAPP 1959
 LZ0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0425+STABILITY: SURFACE MOTION
 LZ0425
 LZ0425  HISTORY     - Date     Condition        Report By
 LZ0425  HISTORY     - 1959     MONUMENTED       CGS
 LZ0425  HISTORY     - 1959     GOOD             NGS
 LZ0425  HISTORY     - 1968     SEE DESCRIPTION  USGS
 LZ0425
 LZ0425                          STATION DESCRIPTION
 LZ0425
 LZ0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LZ0425'THE STATION IS ABOUT 5-1/2 MILES WEST OF BLOOMSBURG, 2-1/2 MILES EAST
 LZ0425'OF KASEVILLE AND 1 MILE EAST OF THE MONTOUR-COLUMBIA
 LZ0425'COUNTY LINE, ON PROPERTY OWNED BY MR. CARL KAPP.  IT IS 19 FEET
 LZ0425'NORTHEAST OF THE CENTERLINE OF A GRAVELED DRIVEWAY, 27 FEET
 LZ0425'NORTHWEST OF THE CENTERLINE OF A GRAVELED ROAD AND 50.8 FEET SOUTH OF
 LZ0425'A STANDARD STEEL WITNESS POST.  THE STATION MARK IS A STANDARD
 LZ0425'BRONZE DISK STAMPED KAPP 1959, SET IN THE TOP OF A SQUARE CONCRETE
 LZ0425'MONUMENT SET FLUSH WITH THE GROUND.
 LZ0425'
 LZ0425'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND STATE
 LZ0425'HIGHWAY 44 ABOUT 1 MILE WEST OF BLOOMSBURG, GO NORTHWEST ON
 LZ0425'HIGHWAY 44 FOR 0.95 MILE TO A Y-INTERSECTION.  (JUNCTION OF HIGHWAY
 LZ0425'44 WITH COUNTY HIGHWAY 19027).  TURN LEFT AND GO WEST ON HIGHWAY
 LZ0425'19027 FOR 1.2 MILES TO A Y-INTERSECTION.  KEEP LEFT AND GO WEST ON
 LZ0425'COUNTY HIGHWAY 19026 FOR 2.3 MILES TO A SIDE ROAD RIGHT AND MR.
 LZ0425'BRUCE KAPPS MAIL BOX ON THE RIGHT.  TURN RIGHT AND GO NORTH ON A
 LZ0425'GRAVELED ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 LZ0425'LEFT.  CONTINUE NORTH ON THE MAIN ROAD FOR 0.5 MILE TO THE HOME OF
 LZ0425'MR. BRUCE KAPP ON THE LEFT AND THE STATION AS DESCRIBED.
 LZ0425'
 LZ0425'THE AZIMUTH MARK IS A STANDARD BRONZE DISK STAMPED KAPP 1959, SET IN
 LZ0425'THE TOP OF A SQUARE MONUMENT SET FLUSH WITH THE GROUND.  IT IS 2
 LZ0425'FEET NORTH OF POWER LINE POLE NUMBER 31676, 1.5 FEET NORTH OF A
 LZ0425'STANDARD STEEL WITNESS POST AND 20 FEET WEST OF THE
 LZ0425'CENTERLINE OF A GRAVELED ROAD.
 LZ0425'
 LZ0425'REFERENCE MARK 1 IS A STANDARD BRONZE DISK STAMPED KAPP NO 1 1959,
 LZ0425'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 LZ0425'2 INCHES.  IT IS SET IN A NORTHEAST-SOUTHWEST FENCE LINE, 48 FEET
 LZ0425'NORTHWEST OF THE CENTERLINE OF THE GRAVELED ROAD, 15.5 FEET
 LZ0425'NORTHEAST OF AN EIGHT INCH WALNUT TREE AND 1 FOOT SOUTH OF A STANDARD
 LZ0425'STEEL WITNESS POST.
 LZ0425'
 LZ0425'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KAPP NO 2 1959, SET IN
 LZ0425'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1
 LZ0425'INCH.  IT IS 1 FOOT EAST OF THE STONE FOUNDATION OF A LARGE BARN, 11
 LZ0425'FEET NORTH OF THE SOUTHEAST CORNER OF THE FOUNDATION AND
 LZ0425'25 FEET SOUTH OF THE NORTHEAST CORNER OF THE BARN.
 LZ0425'
 LZ0425'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LZ0425
 LZ0425                          STATION RECOVERY (1959)
 LZ0425
 LZ0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LZ0425'4.6 MI NW FROM BLOOMSBURG.
 LZ0425'ABOUT 1 MILE NORTH WEST ALONG STATE HY. 44 FROM JUNCTION OF STATE
 LZ0425'HY. 44 AND U.S. 11 IN BLOOMSBURG THENCE 1 MILE NORTH WEST ALONG
 LZ0425'COUNTY ROAD 19027 THENCE 2 MILES WEST ON COUNTY ROAD 19026
 LZ0425'THENCE 0.60 MILE NORTH ON A GRAVEL ROAD.  AT A Y INTERSECTION OF
 LZ0425'A ROAD LEADING TO A FARM AND DIRT ROAD, AT A BARN WITH AN OLD ROCK
 LZ0425'BOTTOM, 43 FEET SOUTH OF A 1 1/2 FOOT WALNUT TREE, 73 FEET NORTH
 LZ0425'EAST OF AND ACROSS ROAD TO FARM HOUSE FROM THE NORTH EAST CORNER
 LZ0425'OF BARN, 91 FEET NORTH EAST OF RM NO. 2, 50 FEET SOUTH WEST OF RM
 LZ0425'NO. 1, 26 FEET NORTH WEST OF CENTERLINE OF THE DIRT ROAD TO THE
 LZ0425'HOUSE, ABOUT LEVEL WITH THE GROUND.
 LZ0425
 LZ0425                          STATION RECOVERY (1968)
 LZ0425
 LZ0425'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 LZ0425'REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION.  THE TO REACH
 LZ0425'DESCRIPTION IS OK.  NOTE CHANGES IN LOCAL DESCRIPTION- 16 FEET
 LZ0425'EAST OF 1-1/2 FOOT WALNUT TREE, 11 FEET SOUTH OF FENCE LINE, 136 FEET
 LZ0425'NE OF RM 2, 50 FEET NORTH OF MAIN TRIANGULATION STATION,
 LZ0425'64 FEET NE OF CENTERLINE OF ROAD TO FARMHOUSE, 48 FEET NW OF THE
 LZ0425'CENTERLINE OF MAIN GRAVEL ROAD, 0.5 FEET SOUTH OF METAL
 LZ0425'WITNESS SIGN POST, SET IN TOP OF CONCRETE POST FLUSH WITH GROUND.
 LZ0425'
 LZ0425'REFERENCE MARK 2 WAS FOUND IN GOOD CONDITION.  ADD THIS MEASUREMENT
 LZ0425'TO EXISTING DESCRIPTION TO CLARIFY- 2 FEET EAST OF ROCK FOUNDATION
 LZ0425'OF BARN.  THE REST OF THE DESCRIPTION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0426 ***********************************************************************
 LZ0426  DESIGNATION -  KAPP 1
 LZ0426  PID         -  LZ0426
 LZ0426  STATE/COUNTY-  PA/COLUMBIA
 LZ0426  USGS QUAD   -  MILLVILLE (1983)
 LZ0426
 LZ0426                         *CURRENT SURVEY CONTROL
 LZ0426  ___________________________________________________________________
 LZ0426* NAD 83(1986)-  41 00 37.     (N)    076 32 52.     (W)     SCALED    
 LZ0426* NAVD 88     -       224.560  (meters)     736.74   (feet)  ADJUSTED  
 LZ0426  ___________________________________________________________________
 LZ0426  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 LZ0426  DYNAMIC HT  -         224.466 (meters)     736.44  (feet)  COMP
 LZ0426  MODELED GRAV-     980,200.5   (mgal)                       NAVD 88
 LZ0426
 LZ0426  VERT ORDER  -  SECOND    CLASS 0
 LZ0426
 LZ0426.The horizontal coordinates were scaled from a topographic map and have
 LZ0426.an estimated accuracy of +/- 6 seconds.
 LZ0426
 LZ0426.The orthometric height was determined by differential leveling
 LZ0426.and adjusted by the National Geodetic Survey in June 1991..
 LZ0426
 LZ0426.The geoid height was determined by GEOID03.
 LZ0426
 LZ0426.The dynamic height is computed by dividing the NAVD 88
 LZ0426.geopotential number by the normal gravity value computed on the
 LZ0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0426.degrees latitude (g = 980.6199 gals.).
 LZ0426
 LZ0426.The modeled gravity was interpolated from observed gravity values.
 LZ0426
 LZ0426;                    North         East    Units  Estimated Accuracy
 LZ0426;SPC PA N     -    94,390.      701,130.      MT  (+/- 180 meters Scaled)
 LZ0426
 LZ0426                          SUPERSEDED SURVEY CONTROL
 LZ0426
 LZ0426  NGVD 29 (??/??/92)  224.781  (m)          737.47   (f) ADJ UNCH    2 0
 LZ0426
 LZ0426.Superseded values are not recommended for survey control.
 LZ0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0426.See file dsdata.txt to determine how the superseded data were derived.
 LZ0426
 LZ0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL698410(NAD 83)
 LZ0426_MARKER: DR = REFERENCE MARK DISK
 LZ0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0426_STAMPING: KAPP NO 1 1959
 LZ0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0426+STABILITY: SURFACE MOTION
 LZ0426
 LZ0426  HISTORY     - Date     Condition        Report By
 LZ0426  HISTORY     - 1959     MONUMENTED       CGS
 LZ0426
 LZ0426                          STATION DESCRIPTION
 LZ0426
 LZ0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LZ0426'4.6 MI NW FROM BLOOMSBURG.
 LZ0426'ABOUT 1 MILE NORTH WEST ALONG STATE HY. 44 FROM THE JUNCTION OF
 LZ0426'STATE HY. 44 AND U.S. 11 IN BLOOMSBURG THENCE 1 MILE NORTH WEST
 LZ0426'ALONG COUNTY ROAD 19027 THENCE 2 MILES WEST ON COUNTY ROAD 19026
 LZ0426'THENCE 0.60 MILE NORTH ON A GRAVEL ROAD, AT A Y JUNCTION OF A
 LZ0426'DIRT ROAD AND FARM ROAD LEADING TO A FARM HOUSE AT A BARN WITH AN
 LZ0426'OLD ROCK BOTTOM, 16 FEET WEST OF 1 1/2 FOOT WALNUT TREE, 1 FOOT
 LZ0426'SOUTH OF FENCE LINE, 136 FEET NORTH EAST OF RM NO. 2, 50 FEET
 LZ0426'NORTH OF STATION BM, 64 FEET NORTH EAST OF CENTERLINE OF ROAD
 LZ0426'TO FARM HOUSE, 48 FEET NORTH WEST OF THE CENTERLINE OF THE DIRT
 LZ0426'ROAD, ABOUT LEVEL WITH THE GROUND.  NOTE-- 16 FT. EAST OF 1 1/2
 LZ0426'FOOT WALNUT TREE, 11 FT. SOUTH OF FENCE LINE, 48 FT. NW OF THE
 LZ0426'CENTERLINE OF MAIN GRAVEL ROAD, 0.5 FT. SOUTH OF METAL WITNESS
 LZ0426'SIGN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0424 ***********************************************************************
 LZ0424  DESIGNATION -  KAPP 2
 LZ0424  PID         -  LZ0424
 LZ0424  STATE/COUNTY-  PA/COLUMBIA
 LZ0424  USGS QUAD   -  MILLVILLE (1983)
 LZ0424
 LZ0424                         *CURRENT SURVEY CONTROL
 LZ0424  ___________________________________________________________________
 LZ0424* NAD 83(1986)-  41 00 37.     (N)    076 32 52.     (W)     SCALED    
 LZ0424* NAVD 88     -       223.190  (meters)     732.25   (feet)  ADJUSTED  
 LZ0424  ___________________________________________________________________
 LZ0424  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 LZ0424  DYNAMIC HT  -         223.097 (meters)     731.94  (feet)  COMP
 LZ0424  MODELED GRAV-     980,200.5   (mgal)                       NAVD 88
 LZ0424
 LZ0424  VERT ORDER  -  SECOND    CLASS 0
 LZ0424
 LZ0424.The horizontal coordinates were scaled from a topographic map and have
 LZ0424.an estimated accuracy of +/- 6 seconds.
 LZ0424
 LZ0424.The orthometric height was determined by differential leveling
 LZ0424.and adjusted by the National Geodetic Survey in June 1991..
 LZ0424
 LZ0424.The geoid height was determined by GEOID03.
 LZ0424
 LZ0424.The dynamic height is computed by dividing the NAVD 88
 LZ0424.geopotential number by the normal gravity value computed on the
 LZ0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0424.degrees latitude (g = 980.6199 gals.).
 LZ0424
 LZ0424.The modeled gravity was interpolated from observed gravity values.
 LZ0424
 LZ0424;                    North         East    Units  Estimated Accuracy
 LZ0424;SPC PA N     -    94,390.      701,130.      MT  (+/- 180 meters Scaled)
 LZ0424
 LZ0424                          SUPERSEDED SURVEY CONTROL
 LZ0424
 LZ0424  NGVD 29 (??/??/92)  223.412  (m)          732.98   (f) ADJ UNCH    2 0
 LZ0424
 LZ0424.Superseded values are not recommended for survey control.
 LZ0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0424.See file dsdata.txt to determine how the superseded data were derived.
 LZ0424
 LZ0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL698410(NAD 83)
 LZ0424_MARKER: DR = REFERENCE MARK DISK
 LZ0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0424_STAMPING: KAPP NO 2 1959
 LZ0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0424+STABILITY: SURFACE MOTION
 LZ0424
 LZ0424  HISTORY     - Date     Condition        Report By
 LZ0424  HISTORY     - 1959     MONUMENTED       CGS
 LZ0424
 LZ0424                          STATION DESCRIPTION
 LZ0424
 LZ0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LZ0424'4.6 MI NW FROM BLOOMSBURG.
 LZ0424'ABOUT 1 MILE NORTHWEST ALONG STATE HIGHWAY NO 44 FROM THE JUNCTION
 LZ0424'OF STATE HIGHWAY 44 AND U.S. 11 IN BLOOMSBURG THENCE 1 MILE
 LZ0424'NORTHWEST ALONG COUNTY ROAD NO 19027 THENCE 2 MILES WEST ON
 LZ0424'COUNTY ROAD NO 19026 THENCE 0.6 MILE NORTH ON A GRAVEL ROAD AT
 LZ0424'A BARN WITH A ROCK FOUNDATION, 45 FEET NORTHWEST OF THE CENTERLINE
 LZ0424'OF THE GRAVEL ROAD, 6 FEET NORTH OF THE SOUTH DOOR OF THE BARN,
 LZ0424'12 FEET NORTH OF THE SOUTHEAST CORNER OF THE BARN, 136 FEET
 LZ0424'SOUTHWEST OF RM NO 1, 91 FEET SOUTHWEST OF THE STATION BM AND
 LZ0424'ABOUT LEVEL WITH THE GROUND.  NOTE-- 2 FT. EAST OF ROCK
 LZ0424'FOUNDATION OF BARN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0423 ***********************************************************************
 LZ0423  DESIGNATION -  KAPP AZ MK
 LZ0423  PID         -  LZ0423
 LZ0423  STATE/COUNTY-  PA/COLUMBIA
 LZ0423  USGS QUAD   -  MILLVILLE (1983)
 LZ0423
 LZ0423                         *CURRENT SURVEY CONTROL
 LZ0423  ___________________________________________________________________
 LZ0423* NAD 83(1986)-  41 00 14.     (N)    076 32 52.     (W)     SCALED    
 LZ0423* NAVD 88     -       202.794  (meters)     665.33   (feet)  ADJUSTED  
 LZ0423  ___________________________________________________________________
 LZ0423  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 LZ0423  DYNAMIC HT  -         202.709 (meters)     665.05  (feet)  COMP
 LZ0423  MODELED GRAV-     980,200.6   (mgal)                       NAVD 88
 LZ0423
 LZ0423  VERT ORDER  -  SECOND    CLASS 0
 LZ0423
 LZ0423.The horizontal coordinates were scaled from a topographic map and have
 LZ0423.an estimated accuracy of +/- 6 seconds.
 LZ0423
 LZ0423.The orthometric height was determined by differential leveling
 LZ0423.and adjusted by the National Geodetic Survey in June 1991..
 LZ0423
 LZ0423.The geoid height was determined by GEOID03.
 LZ0423
 LZ0423.The dynamic height is computed by dividing the NAVD 88
 LZ0423.geopotential number by the normal gravity value computed on the
 LZ0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0423.degrees latitude (g = 980.6199 gals.).
 LZ0423
 LZ0423.The modeled gravity was interpolated from observed gravity values.
 LZ0423
 LZ0423;                    North         East    Units  Estimated Accuracy
 LZ0423;SPC PA N     -    93,680.      701,140.      MT  (+/- 180 meters Scaled)
 LZ0423
 LZ0423                          SUPERSEDED SURVEY CONTROL
 LZ0423
 LZ0423  NGVD 29 (??/??/92)  203.016  (m)          666.06   (f) ADJ UNCH    2 0
 LZ0423
 LZ0423.Superseded values are not recommended for survey control.
 LZ0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0423.See file dsdata.txt to determine how the superseded data were derived.
 LZ0423
 LZ0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL698403(NAD 83)
 LZ0423_MARKER: DZ = AZIMUTH MARK DISK
 LZ0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0423_STAMPING: KAPP AZ 1959
 LZ0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0423+STABILITY: SURFACE MOTION
 LZ0423
 LZ0423  HISTORY     - Date     Condition        Report By
 LZ0423  HISTORY     - 1959     MONUMENTED       CGS
 LZ0423
 LZ0423                          STATION DESCRIPTION
 LZ0423
 LZ0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LZ0423'4 MI NW FROM BLOOMSBURG.
 LZ0423'ABOUT 1 MILE NORTH WEST ALONG STATE HY. 44 FROM JUNCTION OF
 LZ0423'STATE HY. 44 AND U.S. 11 AT BLOOMSBURG THENCE 1 MILE NORTH WEST
 LZ0423'ALONG COUNTY ROAD 19027 THENCE 2 MILES WEST ON COUNTY ROAD 19026
 LZ0423'THENCE 0.15 MILE NORTH ON GRAVEL ROAD, 0.15 MILE NORTH OF
 LZ0423'T JUNCTION OF GRAVEL ROAD AND BLACK TOP ROAD WHICH IS AT A BARN
 LZ0423'WITH A SILO ATTACHED TO WEST SIDE, 2 FEET NORTH OF POWER POLE
 LZ0423'NO. 3676 WITH BRACE, 21 FEET WEST OF THE CENTERLINE OF THE GRAVEL
 LZ0423'ROAD, 1 FOOT BELOW THE LEVEL OF THE ROAD, PROJECTING ABOUT 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1699 ***********************************************************************
 LZ1699  DESIGNATION -  KARL
 LZ1699  PID         -  LZ1699
 LZ1699  STATE/COUNTY-  PA/TIOGA
 LZ1699  USGS QUAD   -  KNOXVILLE (1969)
 LZ1699
 LZ1699                         *CURRENT SURVEY CONTROL
 LZ1699  ___________________________________________________________________
 LZ1699* NAD 83(1992)-  41 55 55.67988(N)    077 22 39.08330(W)     ADJUSTED  
 LZ1699* NAVD 88     -       617.     (meters)    2024.     (feet)  SCALED    
 LZ1699  ___________________________________________________________________
 LZ1699  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 LZ1699  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 LZ1699
 LZ1699  HORZ ORDER  -  THIRD
 LZ1699
 LZ1699.The horizontal coordinates were established by classical geodetic methods
 LZ1699.and adjusted by the National Geodetic Survey in June 2002..
 LZ1699
 LZ1699.The orthometric height was scaled from a topographic map.
 LZ1699
 LZ1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1699
 LZ1699.The geoid height was determined by GEOID03.
 LZ1699
 LZ1699;                    North         East     Units Scale Factor Converg.
 LZ1699;SPC PA N     -   196,133.349   630,892.577   MT  0.99999715   +0 14 47.1
 LZ1699;SPC PA N     -   643,480.83  2,069,853.40   sFT  0.99999715   +0 14 47.1
 LZ1699;UTM  18      - 4,644,974.898   302,883.957   MT  1.00007813   -1 35 21.4
 LZ1699
 LZ1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1699!SPC PA N     -   0.99990830  x   0.99999715  =   0.99990545
 LZ1699!UTM  18      -   0.99990830  x   1.00007813  =   0.99998642
 LZ1699
 LZ1699:                Primary Azimuth Mark                     Grid Az
 LZ1699:SPC PA N     -  DAVIS NO 1                               185 20 34.3
 LZ1699:UTM  18      -  DAVIS NO 1                               187 10 42.8
 LZ1699
 LZ1699|---------------------------------------------------------------------|
 LZ1699| PID    Reference Object                     Distance      Geod. Az  |
 LZ1699|                                                           dddmmss.s |
 LZ1699| LZ1692 DAVIS NO 1                          APPROX.11.5 KM 1853521.4 |
 LZ1699|---------------------------------------------------------------------|
 LZ1699
 LZ1699                          SUPERSEDED SURVEY CONTROL
 LZ1699
 LZ1699  NAD 83(1996)-  41 55 55.67944(N)    077 22 39.08381(W) AD(       ) 3
 LZ1699  NAD 83(1986)-  41 55 55.68361(N)    077 22 39.08084(W) AD(       ) 3
 LZ1699  NAD 27      -  41 55 55.41948(N)    077 22 40.15006(W) AD(       ) 3
 LZ1699
 LZ1699.Superseded values are not recommended for survey control.
 LZ1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1699.See file dsdata.txt to determine how the superseded data were derived.
 LZ1699
 LZ1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM0288444975(NAD 83)
 LZ1699_MARKER: DD = SURVEY DISK
 LZ1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1699_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LZ1699_MAGNETIC: N = NO MAGNETIC MATERIAL
 LZ1699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1699+STABILITY: SURFACE MOTION
 LZ1699
 LZ1699  HISTORY     - Date     Condition        Report By
 LZ1699  HISTORY     - 1899     MONUMENTED       USGS
 LZ1699
 LZ1699                          STATION DESCRIPTION
 LZ1699
 LZ1699'DESCRIBED BY US GEOLOGICAL SURVEY 1899 (OJ)
 LZ1699'LOCATED ON A CLEARED RIDGE ABOUT 4 MI S. OF OSCEOLA, 1.0 MI W. OF
 LZ1699'ODELLS CORNERS.  ON PROPERTY OWNED BY S. D. KARL.
 LZ1699'
 LZ1699'STATION MARK-- STANDARD DISK IN SOLID ROCK 18-IN. BELOW SURFACE
 LZ1699'OF GROUND.
 LZ1699'
 LZ1699'SURFACE MARK-- OVER THE STATION MARK IS SET A 18- BY 24- BY 24-IN.
 LZ1699'MARBLE SLAB IN CENTER OF TOP OF WHICH IS CEMENTED A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0220 ***********************************************************************
 MA0220  DESIGNATION -  KARTHAUS
 MA0220  PID         -  MA0220
 MA0220  STATE/COUNTY-  PA/CLEARFIELD
 MA0220  USGS QUAD   -  KARTHAUS (1981)
 MA0220
 MA0220                         *CURRENT SURVEY CONTROL
 MA0220  ___________________________________________________________________
 MA0220* NAD 83(1986)-  41 07 00.     (N)    078 06 31.     (W)     SCALED    
 MA0220* NAVD 88     -       261.902  (meters)     859.26   (feet)  ADJUSTED  
 MA0220  ___________________________________________________________________
 MA0220  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 MA0220  DYNAMIC HT  -         261.773 (meters)     858.83  (feet)  COMP
 MA0220  MODELED GRAV-     980,128.0   (mgal)                       NAVD 88
 MA0220
 MA0220  VERT ORDER  -  SECOND    CLASS 0
 MA0220
 MA0220.The horizontal coordinates were scaled from a topographic map and have
 MA0220.an estimated accuracy of +/- 6 seconds.
 MA0220
 MA0220.The orthometric height was determined by differential leveling
 MA0220.and adjusted by the National Geodetic Survey in June 1991..
 MA0220
 MA0220.The geoid height was determined by GEOID03.
 MA0220
 MA0220.The dynamic height is computed by dividing the NAVD 88
 MA0220.geopotential number by the normal gravity value computed on the
 MA0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0220.degrees latitude (g = 980.6199 gals.).
 MA0220
 MA0220.The modeled gravity was interpolated from observed gravity values.
 MA0220
 MA0220;                    North         East    Units  Estimated Accuracy
 MA0220;SPC PA N     -   105,560.      569,880.      MT  (+/- 180 meters Scaled)
 MA0220
 MA0220                          SUPERSEDED SURVEY CONTROL
 MA0220
 MA0220  NGVD 29 (??/??/92)  262.066  (m)          859.79   (f) ADJ UNCH    2 0
 MA0220
 MA0220.Superseded values are not recommended for survey control.
 MA0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0220.See file dsdata.txt to determine how the superseded data were derived.
 MA0220
 MA0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF427557(NAD 83)
 MA0220_MARKER: DB = BENCH MARK DISK
 MA0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0220_STAMPING: KARTHAUS 1934
 MA0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0220+STABILITY: SURFACE MOTION
 MA0220
 MA0220  HISTORY     - Date     Condition        Report By
 MA0220  HISTORY     - 1934     MONUMENTED       CGS
 MA0220  HISTORY     - 1958     MARK NOT FOUND   USGS
 MA0220
 MA0220                          STATION DESCRIPTION
 MA0220
 MA0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0220'NEAR KARTHAUS.
 MA0220'IN CENTRE COUNTY, ACROSS SUSQUEHANNA RIVER FROM KARTHAUS,
 MA0220'CLEARFIELD COUNTY, ABOUT 140 FEET EAST OF THE EAST ABUTMENT
 MA0220'OF THE HIGHWAY BRIDGE OVER THE RIVER, 42 FEET EAST OF THE
 MA0220'CENTER LINE OF THE CURVE OF STATE HIGHWAY 879, IN THE CORNER
 MA0220'OF A WOODS, AND ABOUT 3 FEET HIGHER THAN THE CENTER LINE OF THE
 MA0220'HIGHWAY.  A STANDARD DISK, STAMPED KARTHAUS 1934 AND SET IN THE
 MA0220'TOP OF A CONCRETE POST.
 MA0220
 MA0220                          STATION RECOVERY (1958)
 MA0220
 MA0220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 MA0220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5963 ***********************************************************************
 KV5963  DESIGNATION -  KATHYPORT
 KV5963  PID         -  KV5963
 KV5963  STATE/COUNTY-  PA/BUCKS
 KV5963  USGS QUAD   -  LANGHORNE (1993)
 KV5963
 KV5963                         *CURRENT SURVEY CONTROL
 KV5963  ___________________________________________________________________
 KV5963* NAD 83(1992)-  40 11 21.40816(N)    074 53 55.69265(W)     ADJUSTED  
 KV5963* NAVD 88     -        46.9    (meters)     154.     (feet)  VERTCON   
 KV5963  ___________________________________________________________________
 KV5963  X           -   1,271,147.286 (meters)                     COMP
 KV5963  Y           -  -4,710,690.154 (meters)                     COMP
 KV5963  Z           -   4,094,071.994 (meters)                     COMP
 KV5963  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 KV5963  ELLIP HEIGHT-          13.67  (meters)          (06/21/02) GPS OBS
 KV5963  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KV5963
 KV5963  HORZ ORDER  -  THIRD
 KV5963  ELLP ORDER  -  FOURTH    CLASS I
 KV5963
 KV5963.The horizontal coordinates were established by GPS observations
 KV5963.and adjusted by the National Geodetic Survey in June 2002..
 KV5963
 KV5963.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5963
 KV5963.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5963
 KV5963.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5963
 KV5963.The ellipsoidal height was determined by GPS observations
 KV5963.and is referenced to NAD 83.
 KV5963
 KV5963.The geoid height was determined by GEOID03.
 KV5963
 KV5963;                    North         East     Units Scale Factor Converg.
 KV5963;SPC PA S     -    98,958.708   842,751.577   MT  0.99996985   +1 50 59.4
 KV5963;SPC PA S     -   324,667.03  2,764,927.47   sFT  0.99996985   +1 50 59.4
 KV5963;UTM  18      - 4,448,770.706   508,614.204   MT  0.99960091   +0 03 55.1
 KV5963
 KV5963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5963!SPC PA S     -   0.99999786  x   0.99996985  =   0.99996771
 KV5963!UTM  18      -   0.99999786  x   0.99960091  =   0.99959877
 KV5963
 KV5963:                Primary Azimuth Mark                     Grid Az
 KV5963:SPC PA S     -  KATHYPORT AZ MK                          043 58 38.1
 KV5963:UTM  18      -  KATHYPORT AZ MK                          045 45 42.4
 KV5963
 KV5963|---------------------------------------------------------------------|
 KV5963| PID    Reference Object                     Distance      Geod. Az  |
 KV5963|                                                           dddmmss.s |
 KV5963| KV5964 KATHYPORT AZ MK                     451.177 METERS 0454937.5 |
 KV5963|---------------------------------------------------------------------|
 KV5963
 KV5963                          SUPERSEDED SURVEY CONTROL
 KV5963
 KV5963  NAD 83(1996)-  40 11 21.40658(N)    074 53 55.69071(W) AD(       ) 3
 KV5963  ELLIP H (01/27/92)   13.79   (m)                       GP(       ) 4 1
 KV5963  NAD 83(1986)-  40 11 21.40482(N)    074 53 55.69768(W) AD(       ) 3
 KV5963  NGVD 29 (09/11/89)   47.2    (m)          155.     (f) GPS OBS        
 KV5963
 KV5963.Superseded values are not recommended for survey control.
 KV5963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5963.See file dsdata.txt to determine how the superseded data were derived.
 KV5963
 KV5963_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0861448771(NAD 83)
 KV5963_MARKER: I = METAL ROD
 KV5963_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV5963_SP_SET: STAINLESS STEEL ROD
 KV5963_STAMPING: KATHYPORT 1988
 KV5963_MARK LOGO: NGS   
 KV5963_PROJECTION: FLUSH
 KV5963_MAGNETIC: I = MARKER IS A STEEL ROD
 KV5963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV5963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5963+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1989
 KV5963_ROD/PIPE-DEPTH: 6.4  meters
 KV5963
 KV5963  HISTORY     - Date     Condition        Report By
 KV5963  HISTORY     - 1988     MONUMENTED       NGS
 KV5963  HISTORY     - 19890111 GOOD
 KV5963  HISTORY     - 20051204 MARK NOT FOUND   ACT
 KV5963
 KV5963                          STATION DESCRIPTION
 KV5963
 KV5963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KV5963'THE STATION IS LOCATED ABOUT 5.6 KM (3.50 MI) SOUTHEAST OF NEWTON, 4.0
 KV5963'KM (2.50 MI) NORTHWEST OF LEVITTOWN, 2.5 KM (1.55 MI) NORTHEAST OF
 KV5963'LANGHORNE, AT THE BUEHL FIELD AIRORT, IN THE NORTH ANGLE OF THE
 KV5963'JUNCTION OF THE MAIN CONNECTING TAXIWAY AND THE ASPHALT RUNWAY.
 KV5963'OWNERSHIP--BUEHL CORPORATION, WOOD LANE ROAD, LANGHORNE PA 19047.
 KV5963'AIRPORT MANAGER IS E. BUEHL JR., PHONE 215-757-2569 OR HOME
 KV5963'215-752-4653.
 KV5963'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 213 AND 413
 KV5963'IN LANGHORNE, GO NORTHWEST FOR 0.6 KM (0.35 MI) ON HIGHWAY 413 TO A
 KV5963'STOPLIGHT.  TURN RIGHT AND GO NORTHEAST FOR 0.9 KM (0.55 MI) ON
 KV5963'WINCHESTER ROAD TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO NORTH
 KV5963'FOR 0.3 KM (0.20 MI) ON YARDLY ROAD TO A Y-INTERSECTION.  BEAR RIGHT
 KV5963'AND GO NORTHEAST FOR 0.8 KM (0.50 MI) ON WOOD LANE ROAD TO A GRAVEL
 KV5963'ROAD ON THE RIGHT AND A SIGN PRESTONS GARAGE.  TURN RIGHT AND GO
 KV5963'SOUTHEAST FOR 0.1 KM (0.05 MI) ON A GRAVEL ROAD AND PAST HOUSES TO A
 KV5963'DIM ROAD OVER GRASS.  CONTINUE AHEAD AND GO SOUTHEAST FOR 0.1 KM
 KV5963'(0.05 MI) ON DIM ROAD AND DOWN A SLIGHT BANK TO THE AIRPLANE PARKING
 KV5963'APRON NEAR THE SOUTHEAST CORNER OF THE AIRPORT ADMINISTRATION
 KV5963'BUILDING.  CONTINUE AHEAD AND GO SOUTH FOR 0.1 KM (0.05 MI) ON THE
 KV5963'APRON AND MAIN CONNECTING TAXIWAY TO THE STATION ON THE LEFT JUST
 KV5963'BEFORE REACHING THE RUNWAY.
 KV5963'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 KV5963'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 6.4 METERS IN A GREASE
 KV5963'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 KV5963'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 KV5963'16.3 M (53.5 FT) NORTHWEST FROM THE CENTER OF THE RUNWAY, 12.2 M
 KV5963'(40.0 FT) EAST FROM THE CENTER OF THE MAIN CONNECTING TAXIWAY, 8.5 M
 KV5963'(27.9 FT) NORTH FROM THE CURVED EDGE BETWEEN THE MAIN CONNECTING
 KV5963'TAXIWAY AND RUNWAY, AND 4.7 M (15.4 FT) NORTH-NORTHWEST FROM A BLUE
 KV5963'TAXIWAY LIGHT.
 KV5963'DESCRIBED BY K.L. FANCHER, TYPED BY R.L. ZURFLUH.
 KV5963
 KV5963                          STATION RECOVERY (1989)
 KV5963
 KV5963'RECOVERED 1989
 KV5963'RECOVERED IN GOOD CONDITION.
 KV5963
 KV5963                          STATION RECOVERY (2005)
 KV5963
 KV5963'RECOVERY NOTE BY ACT ENGINEERS INCORPORATED 2005 (PD)
 KV5963'BUEHL AIRPORT IS NO LONGER THERE.  A HOUSING SUBDIVISION HAS BEEN
 KV5963'CONSTRUCTED ON THE SITE OF THE FORMER AIRPORT AND THE MARKS WERE
 KV5963'PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5964 ***********************************************************************
 KV5964  DESIGNATION -  KATHYPORT AZ MK
 KV5964  PID         -  KV5964
 KV5964  STATE/COUNTY-  PA/BUCKS
 KV5964  USGS QUAD   -  LANGHORNE (1993)
 KV5964
 KV5964                         *CURRENT SURVEY CONTROL
 KV5964  ___________________________________________________________________
 KV5964* NAD 83(1992)-  40 11 31.60092(N)    074 53 42.01193(W)     ADJUSTED  
 KV5964* NAVD 88     -        45.3    (meters)     149.     (feet)  VERTCON   
 KV5964  ___________________________________________________________________
 KV5964  X           -   1,271,406.546 (meters)                     COMP
 KV5964  Y           -  -4,710,408.816 (meters)                     COMP
 KV5964  Z           -   4,094,311.153 (meters)                     COMP
 KV5964  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 KV5964  ELLIP HEIGHT-          12.12  (meters)          (06/21/02) GPS OBS
 KV5964  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KV5964
 KV5964  HORZ ORDER  -  THIRD
 KV5964  ELLP ORDER  -  FOURTH    CLASS I
 KV5964
 KV5964.The horizontal coordinates were established by GPS observations
 KV5964.and adjusted by the National Geodetic Survey in June 2002..
 KV5964
 KV5964.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5964
 KV5964.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5964
 KV5964.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5964
 KV5964.The ellipsoidal height was determined by GPS observations
 KV5964.and is referenced to NAD 83.
 KV5964
 KV5964.The geoid height was determined by GEOID03.
 KV5964
 KV5964;                    North         East     Units Scale Factor Converg.
 KV5964;SPC PA S     -    99,283.372   843,064.853   MT  0.99996963   +1 51 08.3
 KV5964;SPC PA S     -   325,732.20  2,765,955.27   sFT  0.99996963   +1 51 08.3
 KV5964;UTM  18      - 4,449,085.341   508,937.319   MT  0.99960098   +0 04 03.9
 KV5964
 KV5964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5964!SPC PA S     -   0.99999810  x   0.99996963  =   0.99996773
 KV5964!UTM  18      -   0.99999810  x   0.99960098  =   0.99959908
 KV5964
 KV5964:                Primary Azimuth Mark                     Grid Az
 KV5964:SPC PA S     -  KATHYPORT                                223 58 38.0
 KV5964:UTM  18      -  KATHYPORT                                225 45 42.4
 KV5964
 KV5964|---------------------------------------------------------------------|
 KV5964| PID    Reference Object                     Distance      Geod. Az  |
 KV5964|                                                           dddmmss.s |
 KV5964| KV5963 KATHYPORT                           451.177 METERS 2254946.3 |
 KV5964|---------------------------------------------------------------------|
 KV5964
 KV5964                          SUPERSEDED SURVEY CONTROL
 KV5964
 KV5964  NAD 83(1996)-  40 11 31.59948(N)    074 53 42.01019(W) AD(       ) 3
 KV5964  ELLIP H (01/27/92)   12.24   (m)                       GP(       ) 4 1
 KV5964  NAD 83(1986)-  40 11 31.59845(N)    074 53 42.01856(W) AD(       ) 3
 KV5964  NGVD 29 (09/11/89)   45.6    (m)          150.     (f) GPS OBS        
 KV5964
 KV5964.Superseded values are not recommended for survey control.
 KV5964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5964.See file dsdata.txt to determine how the superseded data were derived.
 KV5964
 KV5964_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0893749085(NAD 83)
 KV5964_MARKER: I = METAL ROD
 KV5964_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV5964_SP_SET: STAINLESS STEEL ROD
 KV5964_STAMPING: KATHYPORT AZ MK
 KV5964_MARK LOGO: NGS   
 KV5964_PROJECTION: FLUSH
 KV5964_MAGNETIC: I = MARKER IS A STEEL ROD
 KV5964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV5964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5964+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1989
 KV5964_ROD/PIPE-DEPTH: 6.1  meters
 KV5964
 KV5964  HISTORY     - Date     Condition        Report By
 KV5964  HISTORY     - 1988     MONUMENTED       NGS
 KV5964  HISTORY     - 19890111 GOOD
 KV5964  HISTORY     - 20051204 MARK NOT FOUND   ACT
 KV5964
 KV5964                          STATION DESCRIPTION
 KV5964
 KV5964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KV5964'THE STATION IS LOCATED ABOUT 5.6 KM (3.50 MI) SOUTHEAST OF NEWTON, 4.0
 KV5964'KM (2.50 MI) NORTHWEST OF LEVITTOWN, 2.5 KM (1.55 MI) NORTHEAST OF
 KV5964'LANGHORNE, AT THE LANGHORNE-BUEHL FIELD AIRPORT, IN THE WEST ANGLE OF
 KV5964'THE JUNCTION OF THE AIRPLANE TURN-AROUND AND THE NORTHEAST END OF THE
 KV5964'RUNWAY.
 KV5964'OWNERSHIP--BUEHL CORPORATION, C/O AIRPORT MANAGER E. BUEHL JR., WOOD
 KV5964'LANE ROAD, LANGHORNE PA 19047.  PHONE 215-757-2569 OR HOME
 KV5964'215-752-4653.
 KV5964'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 213 AND 413
 KV5964'IN LANGHORNE, GO NORTHWEST FOR 0.6 KM (0.35 MI) ON HIGHWAY 413 TO A
 KV5964'STOPLIGHT.  TURN RIGHT AND GO NORTHEAST FOR 0.9 KM (0.55 MI) ON
 KV5964'WINCHESTER ROAD TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO NORTH
 KV5964'FOR 0.3 KM (0.20 MI) ON YARDLY ROAD TO A Y-INTERSECTION.  BEAR RIGHT
 KV5964'AND GO NORTHEAST FOR 0.8 KM (0.50 MI) ON WOOD LANE ROAD TO A GRAVEL
 KV5964'ROAD ON THE RIGHT AND SIGN PRESTONS GARAGE.  TURN RIGHT AND GO
 KV5964'SOUTHEAST FOR 0.1 KM (0.05 MI) ON A GRAVEL ROAD AND PAST HOUSES TO A
 KV5964'DIM ROAD OVER GRASS.  CONTINUE AHEAD AND GO SOUTHEAST FOR 0.1 KM
 KV5964'(0.05 MI) ON DIM ROAD AND DOWN A SLIGHT BANK TO THE AIRPLANE PARKING
 KV5964'APRON NEAR THE SOUTHWEST CORNER OF THE AIRPORT ADMINISTRATION
 KV5964'BUILDING.  CONTINUE AHEAD AND GO SOUTH FOR 0.1 KM (0.05 MI) ON APRON
 KV5964'AND MAIN CONNECTING TAXIWAY TO THE RUNWAY.  TURN LEFT AND GO NORTHEAST
 KV5964'FOR 0.5 KM (0.30 MI) TO THE STATION ON THE LEFT JUST BEFORE THE
 KV5964'AIRPLANE TURN-AROUND.
 KV5964'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 KV5964'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 6.1 METERS IN A GREASE
 KV5964'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 KV5964'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 KV5964'55.5 M (182.1 FT) WEST FROM THE CENTER OF THE NORTHEAST END OF THE
 KV5964'RUNWAY, 16.3 M (53.5 FT) SOUTH FROM THE WEST CORNER OF THE
 KV5964'TURN-AROUND, 15.5 M (50.9 FT) NORTHWEST FROM THE CENTER OF THE RUNWAY,
 KV5964'9.1 M (29.9 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF THE TURN-AROUND,
 KV5964'AND 4.7 M (15.4 FT) WEST-NORTHWEST FROM A RED RUNWAY LIGHT.
 KV5964'DESCRIBED BY K.L. FANCHER, TYPED BY R.L. ZURFLUH.
 KV5964
 KV5964                          STATION RECOVERY (1989)
 KV5964
 KV5964'RECOVERED 1989
 KV5964'RECOVERED IN GOOD CONDITION.
 KV5964
 KV5964                          STATION RECOVERY (2005)
 KV5964
 KV5964'RECOVERY NOTE BY ACT ENGINEERS INCORPORATED 2005 (PD)
 KV5964'BUEHL AIRPORT IS NO LONGER THERE.  A HOUSING SUBDIVISION HAS BEEN
 KV5964'CONSTRUCTED ON THE SITE OF THE FORMER AIRPORT AND THE MARKS WERE
 KV5964'PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2561 ***********************************************************************
 KV2561  DESIGNATION -  KAUFFMAN
 KV2561  PID         -  KV2561
 KV2561  STATE/COUNTY-  PA/BERKS
 KV2561  USGS QUAD   -  HAMBURG (1977)
 KV2561
 KV2561                         *CURRENT SURVEY CONTROL
 KV2561  ___________________________________________________________________
 KV2561* NAD 83(1992)-  40 34 25.85340(N)    075 56 11.06612(W)     ADJUSTED  
 KV2561* NAVD 88     -       192.306  (meters)     630.92   (feet)  ADJUSTED  
 KV2561  ___________________________________________________________________
 KV2561  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 KV2561  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 KV2561  DYNAMIC HT  -         192.208 (meters)     630.60  (feet)  COMP
 KV2561  MODELED GRAV-     980,112.7   (mgal)                       NAVD 88
 KV2561
 KV2561  HORZ ORDER  -  SECOND
 KV2561  VERT ORDER  -  SECOND    CLASS 0
 KV2561
 KV2561.The horizontal coordinates were established by classical geodetic methods
 KV2561.and adjusted by the National Geodetic Survey in June 2002..
 KV2561
 KV2561.The orthometric height was determined by differential leveling
 KV2561.and adjusted by the National Geodetic Survey in June 1991..
 KV2561
 KV2561.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV2561
 KV2561.The geoid height was determined by GEOID03.
 KV2561
 KV2561.The dynamic height is computed by dividing the NAVD 88
 KV2561.geopotential number by the normal gravity value computed on the
 KV2561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2561.degrees latitude (g = 980.6199 gals.).
 KV2561
 KV2561.The modeled gravity was interpolated from observed gravity values.
 KV2561
 KV2561;                    North         East     Units Scale Factor Converg.
 KV2561;SPC PA S     -   139,317.967   753,548.837   MT  0.99996180   +1 10 35.9
 KV2561;SPC PA S     -   457,079.03  2,472,268.14   sFT  0.99996180   +1 10 35.9
 KV2561;UTM  18      - 4,491,873.208   420,741.123   MT  0.99967732   -0 36 32.7
 KV2561
 KV2561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV2561!SPC PA S     -   0.99997525  x   0.99996180  =   0.99993705
 KV2561!UTM  18      -   0.99997525  x   0.99967732  =   0.99965258
 KV2561
 KV2561:                Primary Azimuth Mark                     Grid Az
 KV2561:SPC PA S     -  KAUFFMAN AZ MK                           083 23 24.6
 KV2561:UTM  18      -  KAUFFMAN AZ MK                           085 10 33.2
 KV2561
 KV2561|---------------------------------------------------------------------|
 KV2561| PID    Reference Object                     Distance      Geod. Az  |
 KV2561|                                                           dddmmss.s |
 KV2561| KV2563 KAUFFMAN AZ MK                                     0843400.5 |
 KV2561| KV2562 KAUFFMAN RM 1                        22.038 METERS 09331     |
 KV2561| KV3810 TOPTON BELL TEL MICROWAVE MAST      APPROX.24.9 KM 1163428.1 |
 KV2561| KV2560 KAUFFMAN RM 2                        22.933 METERS 25220     |
 KV2561| KV3861 HAMBURG ST SCH AND COLLEGE TK       APPROX. 3.2 KM 2625955.8 |
 KV2561|---------------------------------------------------------------------|
 KV2561
 KV2561                          SUPERSEDED SURVEY CONTROL
 KV2561
 KV2561  NAD 83(1986)-  40 34 25.84568(N)    075 56 11.06930(W) AD(       ) 2
 KV2561  NAD 27      -  40 34 25.50690(N)    075 56 12.31320(W) AD(       ) 2
 KV2561  NGVD 29 (??/??/??)  192.514  (m)          631.61   (f) ADJUSTED    2 0
 KV2561
 KV2561.Superseded values are not recommended for survey control.
 KV2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2561.See file dsdata.txt to determine how the superseded data were derived.
 KV2561
 KV2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK2074191873(NAD 83)
 KV2561_MARKER: DS = TRIANGULATION STATION DISK
 KV2561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2561_STAMPING: KAUFFMAN 1960
 KV2561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2561+STABILITY: SURFACE MOTION
 KV2561
 KV2561  HISTORY     - Date     Condition        Report By
 KV2561  HISTORY     - 1960     MONUMENTED       CGS
 KV2561  HISTORY     - 1960     GOOD             CGS
 KV2561
 KV2561                          STATION DESCRIPTION
 KV2561
 KV2561'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV2561'THE STATION IS LOCATED ABOUT 3.0 MILES WEST OF LENHARTSVILLE, 2.5
 KV2561'MILES NORTHEAST OF HAMBURG, ABOUT ON THE DIVIDE BETWEEN
 KV2561'SCHUYKILL RIVER AND MAIDEN CREEK AND ON PROPERTY OWNED BY MR. HARRY
 KV2561'R. KAUFFMAN ON THE NORTH SIDE OF U.S.  HIGHWAY 22.
 KV2561'
 KV2561'TO REACH THE STATION FROM THE INTERSECTION OF FOURTH, EAST STATE
 KV2561'STREETS AND THE JUNCTION OF COUNTY HIGHWAY 06128 IN HAMBURG, GO
 KV2561'EAST ON EAST STATE STREET AND COUNTY HIGHWAY 06128 FOR 2.68 MILES TO
 KV2561'A CROSSROAD.  TURN LEFT AND GO NORTH ON COUNTY HIGHWAY 06128 FOR 0.14
 KV2561'MILE TO A REVERSE Y-INTERSECTION, THE JUNCTION OF COUNTY HIGHWAYS
 KV2561'06128 AND 06127 AND MR.  KAUFFMANS FARM HOME IN THE SOUTHWEST ANGLE
 KV2561'OF THE INTERSECTION.  TURN LEFT AND GO WEST-NORTHWEST ON COUNTY
 KV2561'HIGHWAY 06127 FOR 0.05 MILE TO A FARM LANE ON THE LEFT.  TURN LEFT
 KV2561'AND GO WEST ON THE FARM LANE ALONG THE SOUTH SIDE OF AN EAST AND
 KV2561'WEST FENCELINE FOR 0.14 MILE TO A FENCE CORNER.  TURN LEFT AND GO
 KV2561'SOUTH ON A TRACK FIELD ROAD FOR 0.04 MILE TO A STANDARD METAL
 KV2561'WITNESS POST AND MARKER AND THE STATION.
 KV2561'
 KV2561'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S. HIGHWAY
 KV2561'22 FOR 0.4 MILE TO A SMALL CULVERT, A STANDARD METAL WITNESS POST AND
 KV2561'MARKER AND THE AZIMUTH MARK ON THE RIGHT, SOUTH, SIDE OF THE HIGHWAY.
 KV2561'
 KV2561'THE STATION MARK, A STANDARD DISK STAMPED KAUFFMAN 1960, IS SET IN
 KV2561'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT
 KV2561'12-INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 55-0 FEET NORTH OF
 KV2561'THE CENTERLINE OF THE WEST BOUND TRAFFIC LANE OF U.S. HIGHWAY 22,
 KV2561'15.0 FEET NORTH OF THE NORTH EDGE OF A CUT BANK, ABOUT 15 FEET HIGHER
 KV2561'THAN THE SURFACE OF THE HIGHWAY AND 14.2 FEET NORTH OF A STANDARD
 KV2561'METAL WITNESS POST AND MARKER.
 KV2561'
 KV2561'REFERENCE MARK 1, A STANDARD DISK STAMPED KAUFFMAN NO 1 1960, IS SET
 KV2561'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 KV2561'ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 76.7 FEET EAST
 KV2561'OF A STANDARD METAL WITNESS POST AND MARKER, 40.0 FEET NORTH OF
 KV2561'THE CENTERLINE OF THE WEST BOUND TRAFFIC LANE OF U.S. HIGHWAY 22, 2.0
 KV2561'FEET NORTH OF THE NORTH EDGE OF A CUT BANK AND IS ABOUT 2.0 FEET
 KV2561'HIGHER THAN THE STATION.
 KV2561'
 KV2561'REFERENCE MARK 2, A STANDARD DISK STAMPED KAUFFMAN NO 2 1960, IS SET
 KV2561'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 KV2561'WITH THE SURFACE OF THE GROUND.  IT IS 68.7 FEET WEST OF A STANDARD
 KV2561'METAL WITNESS POST AND MARKER, 44.0 FEET NORTH OF THE CENTER LINE
 KV2561'OF THE WEST BOUND TRAFFIC LANE OF U.S. HIGHWAY 22, 2.0 FEET NORTH OF
 KV2561'THE NORTH EDGE OF A CUT BANK AND ABOUT 1.0 FOOT LOWER THAN THE
 KV2561'STATION.
 KV2561'
 KV2561'THE AZIMUTH MARK, A STANDARD DISK STAMPED KAUFFMAN 1960, IS SET IN A
 KV2561'DRILL HOLE WITH CEMENT IN THE TOP OF A CONCRETE CULVERT ABUTMENT
 KV2561'WHICH PROJECTS ABOUT 7 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 KV2561'24.0 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND TRAFFIC LANE OF
 KV2561'U.S. HIGHWAY 22.
 KV2561'
 KV2561'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KV2561
 KV2561                          STATION RECOVERY (1960)
 KV2561
 KV2561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KV2561'3.5 MI E FROM PENNSYLVANIA.
 KV2561'3.5 MILES EAST ALONG U.S. HIGHWAY 22 FROM THE INTERCHANGE FORMED
 KV2561'BY U.S. HIGHWAY 122 AND U.S. HIGHWAY 22 IN THE NORTHWEST PART
 KV2561'OF HAMBURG, ON THE TOP OF A 15-FOOT CUT, 55 FEET NORTH OF THE
 KV2561'CENTER LINE OF THE WEST BOUND LANE OF THE HIGHWAY, 15 FEET
 KV2561'NORTH OF THE NORTH EDGE OF THE CUT BANK, SET IN THE TOP OF A
 KV2561'CONCRETE POST 15 INCHES BELOW THE LEVEL OF THE GROUND AND 14.2
 KV2561'FEET NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2563 ***********************************************************************
 KV2563  DESIGNATION -  KAUFFMAN AZ MK
 KV2563  PID         -  KV2563
 KV2563  STATE/COUNTY-  PA/BERKS
 KV2563  USGS QUAD   -  HAMBURG (1977)
 KV2563
 KV2563                         *CURRENT SURVEY CONTROL
 KV2563  ___________________________________________________________________
 KV2563* NAD 83(1986)-  40 34 28.     (N)    075 55 44.     (W)     SCALED    
 KV2563* NAVD 88     -       186.102  (meters)     610.57   (feet)  ADJUSTED  
 KV2563  ___________________________________________________________________
 KV2563  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 KV2563  DYNAMIC HT  -         186.008 (meters)     610.26  (feet)  COMP
 KV2563  MODELED GRAV-     980,114.8   (mgal)                       NAVD 88
 KV2563
 KV2563  VERT ORDER  -  SECOND    CLASS 0
 KV2563
 KV2563.The horizontal coordinates were scaled from a topographic map and have
 KV2563.an estimated accuracy of +/- 6 seconds.
 KV2563
 KV2563.The orthometric height was determined by differential leveling
 KV2563.and adjusted by the National Geodetic Survey in June 1991..
 KV2563
 KV2563.The geoid height was determined by GEOID03.
 KV2563
 KV2563.The dynamic height is computed by dividing the NAVD 88
 KV2563.geopotential number by the normal gravity value computed on the
 KV2563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2563.degrees latitude (g = 980.6199 gals.).
 KV2563
 KV2563.The modeled gravity was interpolated from observed gravity values.
 KV2563
 KV2563;                    North         East    Units  Estimated Accuracy
 KV2563;SPC PA S     -   139,400.      754,180.      MT  (+/- 180 meters Scaled)
 KV2563
 KV2563                          SUPERSEDED SURVEY CONTROL
 KV2563
 KV2563  NGVD 29 (??/??/??)  186.310  (m)          611.25   (f) ADJUSTED    2 0
 KV2563
 KV2563.Superseded values are not recommended for survey control.
 KV2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2563.See file dsdata.txt to determine how the superseded data were derived.
 KV2563
 KV2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK213919(NAD 83)
 KV2563_MARKER: DZ = AZIMUTH MARK DISK
 KV2563_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2563_SP_SET: CULVERT
 KV2563_STAMPING: KAUFFMAN 1960
 KV2563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2563
 KV2563  HISTORY     - Date     Condition        Report By
 KV2563  HISTORY     - 1960     MONUMENTED       CGS
 KV2563
 KV2563                          STATION DESCRIPTION
 KV2563
 KV2563'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2563'3.9 MI E FROM HAMBURG.
 KV2563'3.9 MILES EAST ALONG U.S. HIGHWAY 22 FROM THE INTERCHANGE
 KV2563'FORMED BY U.S. HIGHWAY 122 AND U.S. HIGHWAY 22 IN THE NORTHWEST
 KV2563'PART OF HAMBURG, SET ON TOP OF THE WEST END OF THE SOUTH
 KV2563'CONCRETE HEADWALL OF A 24-INCH PIPE CULVERT UNDER U.S. HIGHWAY
 KV2563'22, 24 FEET SOUTH OF THE CENTER LINE OF THE EAST BOUND LANE OF
 KV2563'THE HIGHWAY AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY
 KV2563'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2562 ***********************************************************************
 KV2562  DESIGNATION -  KAUFFMAN RM 1
 KV2562  PID         -  KV2562
 KV2562  STATE/COUNTY-  PA/BERKS
 KV2562  USGS QUAD   -  HAMBURG (1977)
 KV2562
 KV2562                         *CURRENT SURVEY CONTROL
 KV2562  ___________________________________________________________________
 KV2562* NAD 83(1986)-  40 34 25.     (N)    075 56 11.     (W)     SCALED    
 KV2562* NAVD 88     -       191.617  (meters)     628.66   (feet)  ADJUSTED  
 KV2562  ___________________________________________________________________
 KV2562  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 KV2562  DYNAMIC HT  -         191.519 (meters)     628.34  (feet)  COMP
 KV2562  MODELED GRAV-     980,112.7   (mgal)                       NAVD 88
 KV2562
 KV2562  VERT ORDER  -  SECOND    CLASS 0
 KV2562
 KV2562.The horizontal coordinates were scaled from a topographic map and have
 KV2562.an estimated accuracy of +/- 6 seconds.
 KV2562
 KV2562.The orthometric height was determined by differential leveling
 KV2562.and adjusted by the National Geodetic Survey in June 1991..
 KV2562
 KV2562.The geoid height was determined by GEOID03.
 KV2562
 KV2562.The dynamic height is computed by dividing the NAVD 88
 KV2562.geopotential number by the normal gravity value computed on the
 KV2562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2562.degrees latitude (g = 980.6199 gals.).
 KV2562
 KV2562.The modeled gravity was interpolated from observed gravity values.
 KV2562
 KV2562;                    North         East    Units  Estimated Accuracy
 KV2562;SPC PA S     -   139,290.      753,550.      MT  (+/- 180 meters Scaled)
 KV2562
 KV2562                          SUPERSEDED SURVEY CONTROL
 KV2562
 KV2562  NGVD 29 (??/??/??)  191.825  (m)          629.35   (f) ADJUSTED    2 0
 KV2562
 KV2562.Superseded values are not recommended for survey control.
 KV2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2562.See file dsdata.txt to determine how the superseded data were derived.
 KV2562
 KV2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK207918(NAD 83)
 KV2562_MARKER: DR = REFERENCE MARK DISK
 KV2562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2562_STAMPING: KAUFFMAN NO 1 1960
 KV2562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2562+STABILITY: SURFACE MOTION
 KV2562
 KV2562  HISTORY     - Date     Condition        Report By
 KV2562  HISTORY     - 1960     MONUMENTED       CGS
 KV2562
 KV2562                          STATION DESCRIPTION
 KV2562
 KV2562'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2562'3.5 MI E FROM HAMBURG.
 KV2562'3.5 MILES EAST ALONG U.S. HIGHWAY 22 FROM THE INTERCHANGE
 KV2562'FORMED BY U.S. HIGHWAY 122 AND U.S. HIGHWAY 22 IN THE NORTHWEST
 KV2562'PART OF HAMBURG, ON THE TOP OF A 15-FOOT CUT BANK, 72.3 FEET
 KV2562'EAST OF THE STATION 40 FEET NORTH OF THE CENTER LINE OF THE
 KV2562'WEST BOUND LANE OF THE HIGHWAY, 76.7 FEET EAST OF A METAL WITNESS
 KV2562'POST, 2 FEET NORTH OF THE NORTH EDGE OF CUT BANK, ABOUT 15 FEET
 KV2562'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 KV2562'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2560 ***********************************************************************
 KV2560  DESIGNATION -  KAUFFMAN RM 2
 KV2560  PID         -  KV2560
 KV2560  STATE/COUNTY-  PA/BERKS
 KV2560  USGS QUAD   -  HAMBURG (1977)
 KV2560
 KV2560                         *CURRENT SURVEY CONTROL
 KV2560  ___________________________________________________________________
 KV2560* NAD 83(1986)-  40 34 25.     (N)    075 56 11.     (W)     SCALED    
 KV2560* NAVD 88     -       193.244  (meters)     634.00   (feet)  ADJUSTED  
 KV2560  ___________________________________________________________________
 KV2560  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 KV2560  DYNAMIC HT  -         193.146 (meters)     633.68  (feet)  COMP
 KV2560  MODELED GRAV-     980,112.7   (mgal)                       NAVD 88
 KV2560
 KV2560  VERT ORDER  -  SECOND    CLASS 0
 KV2560
 KV2560.The horizontal coordinates were scaled from a topographic map and have
 KV2560.an estimated accuracy of +/- 6 seconds.
 KV2560
 KV2560.The orthometric height was determined by differential leveling
 KV2560.and adjusted by the National Geodetic Survey in June 1991..
 KV2560
 KV2560.The geoid height was determined by GEOID03.
 KV2560
 KV2560.The dynamic height is computed by dividing the NAVD 88
 KV2560.geopotential number by the normal gravity value computed on the
 KV2560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2560.degrees latitude (g = 980.6199 gals.).
 KV2560
 KV2560.The modeled gravity was interpolated from observed gravity values.
 KV2560
 KV2560;                    North         East    Units  Estimated Accuracy
 KV2560;SPC PA S     -   139,290.      753,550.      MT  (+/- 180 meters Scaled)
 KV2560
 KV2560                          SUPERSEDED SURVEY CONTROL
 KV2560
 KV2560  NGVD 29 (??/??/??)  193.452  (m)          634.68   (f) ADJUSTED    2 0
 KV2560
 KV2560.Superseded values are not recommended for survey control.
 KV2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2560.See file dsdata.txt to determine how the superseded data were derived.
 KV2560
 KV2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK207918(NAD 83)
 KV2560_MARKER: DR = REFERENCE MARK DISK
 KV2560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2560_STAMPING: KAUFFMAN NO 2 1960
 KV2560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2560+STABILITY: SURFACE MOTION
 KV2560
 KV2560  HISTORY     - Date     Condition        Report By
 KV2560  HISTORY     - 1960     MONUMENTED       CGS
 KV2560
 KV2560                          STATION DESCRIPTION
 KV2560
 KV2560'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2560'3.5 MI E FROM HAMBURG.
 KV2560'3.5 MILES EAST ALONG U.S. HIGHWAY 22 FROM THE INTERCHANGE FORMED
 KV2560'BY U.S. HIGHWAY 122 AND U.S. HIGHWAY 22 IN THE NORTHWEST PART
 KV2560'OF HAMBURG, 75.2 FEET WEST OF THE STATION, 44 FEET NORTH OF THE
 KV2560'CENTER LINE OF THE WEST BOUND LANE OF HIGHWAY, 68.7 FEET WEST
 KV2560'OF A METAL WITNESS POST, ABOUT 15 FEET ABOVE THE LEVEL OF THE
 KV2560'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 KV2560'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0660 ***********************************************************************
 KY0660  DESIGNATION -  KDKA BASE
 KY0660  PID         -  KY0660
 KY0660  STATE/COUNTY-  PA/ALLEGHENY
 KY0660  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0660
 KY0660                         *CURRENT SURVEY CONTROL
 KY0660  ___________________________________________________________________
 KY0660* NAD 83(1986)-  40 29 38.     (N)    080 01 08.     (W)     SCALED    
 KY0660* NAVD 88     -       416.517  (meters)    1366.52   (feet)  ADJUSTED  
 KY0660  ___________________________________________________________________
 KY0660  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KY0660  DYNAMIC HT  -         416.299 (meters)    1365.81  (feet)  COMP
 KY0660  MODELED GRAV-     980,089.6   (mgal)                       NAVD 88
 KY0660
 KY0660  VERT ORDER  -  SECOND    CLASS 0
 KY0660
 KY0660.The horizontal coordinates were scaled from a topographic map and have
 KY0660.an estimated accuracy of +/- 6 seconds.
 KY0660
 KY0660.The orthometric height was determined by differential leveling
 KY0660.and adjusted by the National Geodetic Survey in June 1991..
 KY0660
 KY0660.The geoid height was determined by GEOID03.
 KY0660
 KY0660.The dynamic height is computed by dividing the NAVD 88
 KY0660.geopotential number by the normal gravity value computed on the
 KY0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0660.degrees latitude (g = 980.6199 gals.).
 KY0660
 KY0660.The modeled gravity was interpolated from observed gravity values.
 KY0660
 KY0660;                    North         East    Units  Estimated Accuracy
 KY0660;SPC PA S     -   131,330.      407,680.      MT  (+/- 180 meters Scaled)
 KY0660
 KY0660                          SUPERSEDED SURVEY CONTROL
 KY0660
 KY0660  NGVD 29 (??/??/92)  416.677  (m)         1367.05   (f) ADJ UNCH    2 0
 KY0660
 KY0660.Superseded values are not recommended for survey control.
 KY0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0660.See file dsdata.txt to determine how the superseded data were derived.
 KY0660
 KY0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE831830(NAD 83)
 KY0660_MARKER: Z = SEE DESCRIPTION
 KY0660_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0660_SP_SET: BASE
 KY0660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0660
 KY0660  HISTORY     - Date     Condition        Report By
 KY0660  HISTORY     - UNK      MONUMENTED       CGS
 KY0660  HISTORY     - 1960     GOOD             NGS
 KY0660
 KY0660                          STATION DESCRIPTION
 KY0660
 KY0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0660'AT PITTSBURGH.
 KY0660'AT PITTSBURGH, THE TOP OF THE BASE FOR THE KDKA TOWER LEVELED
 KY0660'TO, THIS WAS DONE BY LEVELING THE INSTRUMENT ON THE TOP OF THE
 KY0660'CEMENT THAT FORMS THE BASE FOR THE STEEL TOWER.  NO KEY WAS
 KY0660'AVAIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0245 ***********************************************************************
 KY0245  DESIGNATION -  KEARN
 KY0245  PID         -  KY0245
 KY0245  STATE/COUNTY-  PA/ALLEGHENY
 KY0245  USGS QUAD   -  MARS (1979)
 KY0245
 KY0245                         *CURRENT SURVEY CONTROL
 KY0245  ___________________________________________________________________
 KY0245* NAD 83(1992)-  40 38 05.68768(N)    080 05 41.07695(W)     ADJUSTED  
 KY0245* NAVD 88     -       396.348  (meters)    1300.35   (feet)  ADJUSTED  
 KY0245  ___________________________________________________________________
 KY0245  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 KY0245  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KY0245  DYNAMIC HT  -         396.144 (meters)    1299.68  (feet)  COMP
 KY0245  MODELED GRAV-     980,096.8   (mgal)                       NAVD 88
 KY0245
 KY0245  HORZ ORDER  -  SECOND
 KY0245  VERT ORDER  -  SECOND    CLASS 0
 KY0245
 KY0245.The horizontal coordinates were established by classical geodetic methods
 KY0245.and adjusted by the National Geodetic Survey in June 2002..
 KY0245
 KY0245.The orthometric height was determined by differential leveling
 KY0245.and adjusted by the National Geodetic Survey in June 1991..
 KY0245
 KY0245.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY0245
 KY0245.The geoid height was determined by GEOID03.
 KY0245
 KY0245.The dynamic height is computed by dividing the NAVD 88
 KY0245.geopotential number by the normal gravity value computed on the
 KY0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0245.degrees latitude (g = 980.6199 gals.).
 KY0245
 KY0245.The modeled gravity was interpolated from observed gravity values.
 KY0245
 KY0245;                    North         East     Units Scale Factor Converg.
 KY0245;SPC PA S     -   147,155.112   401,670.367   MT  0.99996465   -1 31 16.5
 KY0245;SPC PA S     -   482,791.40  1,317,813.53   sFT  0.99996465   -1 31 16.5
 KY0245;UTM  17      - 4,498,624.111   576,552.480   MT  0.99967213   +0 35 22.4
 KY0245
 KY0245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY0245!SPC PA S     -   0.99994316  x   0.99996465  =   0.99990782
 KY0245!UTM  17      -   0.99994316  x   0.99967213  =   0.99961531
 KY0245
 KY0245|---------------------------------------------------------------------|
 KY0245| PID    Reference Object                     Distance      Geod. Az  |
 KY0245|                                                           dddmmss.s |
 KY0245| CX3936 KEARN RM 1                            5.812 METERS 06105     |
 KY0245| KY3039 WEST VIEW RAD KQV CENTER TOWER      APPROX.14.3 KM 1500825.5 |
 KY0245| KY3077 PITTSBURGH TV STA KDKA MAST         APPROX.16.9 KM 1574146.6 |
 KY0245| KY0251 ARNOLD                              APPROX. 2.3 KM 1875148.1 |
 KY0245| CX3937 KEARN RM 2                            7.106 METERS 32631     |
 KY0245|---------------------------------------------------------------------|
 KY0245
 KY0245                          SUPERSEDED SURVEY CONTROL
 KY0245
 KY0245  NAD 83(1995)-  40 38 05.68804(N)    080 05 41.07825(W) AD(       ) 2
 KY0245  NAD 83(1986)-  40 38 05.69250(N)    080 05 41.08529(W) AD(       ) 2
 KY0245  NAD 27      -  40 38 05.45120(N)    080 05 41.87820(W) AD(       ) 2
 KY0245  NGVD 29 (??/??/92)  396.497  (m)         1300.84   (f) ADJ UNCH    2 0
 KY0245
 KY0245.Superseded values are not recommended for survey control.
 KY0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0245.See file dsdata.txt to determine how the superseded data were derived.
 KY0245
 KY0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE7655298624(NAD 83)
 KY0245_MARKER: DB = BENCH MARK DISK
 KY0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0245_STAMPING: KEARN 1959
 KY0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0245+STABILITY: SURFACE MOTION
 KY0245
 KY0245  HISTORY     - Date     Condition        Report By
 KY0245  HISTORY     - 1959     MONUMENTED       CGS
 KY0245  HISTORY     - 1960     GOOD             NGS
 KY0245  HISTORY     - 19920918 MARK NOT FOUND   LOCENG
 KY0245
 KY0245                          STATION DESCRIPTION
 KY0245
 KY0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 KY0245'STATION IS LOCATED ABOUT 2.0 MILES WEST NORTHWEST OF WEXFORD AND
 KY0245'2.75 MILES NORTHEAST OF DUFF CITY ON THE SUMMIT OF A HILL IN AN
 KY0245'ORCHARD ON PROPERTY OWNED BY THE J. R. KEARNS BROTHERS.
 KY0245'
 KY0245'STATION IS REACHED AS FOLLOWS- FROM THE U. S. POST OFFICE, IN
 KY0245'WEXFORD, GO NORTH ABOUT 50 YARDS TO A CROSS ROAD.  TURN LEFT AND
 KY0245'FOLLOW THE ORANGE BELT WESTERLY 0.75 MILE TO A REVERSE Y
 KY0245'INTERSECTION.  TURN SHARP RIGHT AND GO NORTHERLY 0.45 MILE TO THE
 KY0245'NEELY SCHOOL ROAD ON THE RIGHT.  TURN RIGHT AND FOLLOW THE NEELY
 KY0245'SCHOOL ROAD NORTHERLY 0.9 MILE TO A SIDE ROAD ON THE RIGHT.  TURN
 KY0245'RIGHT AND GO EASTERLY, ON OLD BLACK TOP ROAD FOR 0.1 MILE TO A
 KY0245'SIDE ROAD ON THE LEFT.  TURN LEFT AND GO NORTHERLY 0.05 MILE TO
 KY0245'ENTRANCE INTO FIELD ON THE LEFT.  FROM HERE PACK NORTHWESTERLY
 KY0245'ABOUT 200 YARDS TO THE TOP OF HILL AND STATION.
 KY0245'
 KY0245'STATION, STAMPED KEARN 1959, IS A STANDARD USC AND GS BRONZE DISK
 KY0245'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 KY0245'ABOUT 1 INCH ABOVE THE GROUND.  IT IS ON THE HIGHEST PART OF HILL
 KY0245'ABOUT 50 YARDS WEST SOUTHWEST OF A HOUSE.
 KY0245'
 KY0245'R. M. NO 1, STAMPED KEARN NO 1 1959, IS A STANDARD USC AND GS
 KY0245'BRONZE DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 KY0245'THAT IS FLUSH WITH THE GROUND AND ABOUT 1.0 FOOT BELOW STATION
 KY0245'ELEVATION.
 KY0245'
 KY0245'R. M. NO 2, STAMPED KEARN NO 2 1959, IS A STANDARD USC AND GS
 KY0245'BRONZE DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 KY0245'THAT IS FLUSH WITH THE GROUND AND ABOUT THE SAME ELEVATION AS THE
 KY0245'STATION.
 KY0245'
 KY0245'HEIGHT OF LIGHT ABOVE STATION MARK 1.41 METERS.
 KY0245
 KY0245                          STATION RECOVERY (1960)
 KY0245
 KY0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KY0245'2.2 MI S FROM WARRENDALE.
 KY0245'ABOUT 0.3 MILE SOUTH ALONG OLD U.S. 19 TO THE JUNCTION OF OLD AND
 KY0245'NEW U.S. HY. 19 FROM THE UNITED PRESBYTERIAN CHURCH IN WARRENDALE
 KY0245'THENCE 0.9 MILE SOUTH WEST ON COUNTY RD. 02104 TO THE T JUNCTION
 KY0245'OF COUNTY RDS 02104 AND 02135 THENCE CONTINUE WEST ON COUNTY RD.
 KY0245'02104 FOR 0.35 MILE TO T JUNCTION OF COUNTY RD. 02104 AND NEELY
 KY0245'SCHOOL RD. SOUTH THENCE 0.55 MILE SOUTH ON NEELY SCHOOL RD.
 KY0245'THENCE 0.15 MILE EAST-NORTHEAST ON PATH TO ORCHARD AND STATION
 KY0245'SIGHT, STANDARD TRIANGULATION STATION DISK SET IN TOP OF CONCRETE
 KY0245'POST PROJECTING ABOUT 3 INCHES, 20 FEET WEST OF RM 1, 23 FEET
 KY0245'SOUTH EAST OF RM 2, 60 FEET NORTH OF EAST-WEST TREE LINE.
 KY0245'NOTE-- ALSO 0.1 MILE NORTH OF BLACKTOP ROAD JUNCTION.
 KY0245
 KY0245                          STATION RECOVERY (1992)
 KY0245
 KY0245'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992 (DM)
 KY0245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0247 ***********************************************************************
 KY0247  DESIGNATION -  KEARN 1
 KY0247  PID         -  KY0247
 KY0247  STATE/COUNTY-  PA/ALLEGHENY
 KY0247  USGS QUAD   -  MARS (1979)
 KY0247
 KY0247                         *CURRENT SURVEY CONTROL
 KY0247  ___________________________________________________________________
 KY0247* NAD 83(1986)-  40 38 05.     (N)    080 05 41.     (W)     SCALED    
 KY0247* NAVD 88     -       395.950  (meters)    1299.05   (feet)  ADJUSTED  
 KY0247  ___________________________________________________________________
 KY0247  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KY0247  DYNAMIC HT  -         395.745 (meters)    1298.37  (feet)  COMP
 KY0247  MODELED GRAV-     980,096.8   (mgal)                       NAVD 88
 KY0247
 KY0247  VERT ORDER  -  SECOND    CLASS 0
 KY0247
 KY0247.The horizontal coordinates were scaled from a topographic map and have
 KY0247.an estimated accuracy of +/- 6 seconds.
 KY0247
 KY0247.The orthometric height was determined by differential leveling
 KY0247.and adjusted by the National Geodetic Survey in June 1991..
 KY0247
 KY0247.The geoid height was determined by GEOID03.
 KY0247
 KY0247.The dynamic height is computed by dividing the NAVD 88
 KY0247.geopotential number by the normal gravity value computed on the
 KY0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0247.degrees latitude (g = 980.6199 gals.).
 KY0247
 KY0247.The modeled gravity was interpolated from observed gravity values.
 KY0247
 KY0247;                    North         East    Units  Estimated Accuracy
 KY0247;SPC PA S     -   147,130.      401,670.      MT  (+/- 180 meters Scaled)
 KY0247
 KY0247                          SUPERSEDED SURVEY CONTROL
 KY0247
 KY0247  NGVD 29 (??/??/92)  396.098  (m)         1299.53   (f) ADJ UNCH    2 0
 KY0247
 KY0247.Superseded values are not recommended for survey control.
 KY0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0247.See file dsdata.txt to determine how the superseded data were derived.
 KY0247
 KY0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE765986(NAD 83)
 KY0247_MARKER: DR = REFERENCE MARK DISK
 KY0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0247_STAMPING: KEARN NO. 1 1959
 KY0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0247+STABILITY: SURFACE MOTION
 KY0247
 KY0247  HISTORY     - Date     Condition        Report By
 KY0247  HISTORY     - 1959     MONUMENTED       CGS
 KY0247  HISTORY     - 1960     GOOD             NGS
 KY0247
 KY0247                          STATION DESCRIPTION
 KY0247
 KY0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0247'2.2 MI S FROM WARRENDALE.
 KY0247'ABOUT 0.3 MILE SOUTH ALONG OLD U.S. HY. 19 FROM THE UNITED
 KY0247'PRESBYTERIAN CHURCH IN WARRENDALE TO JUNCTION OF OLD AND NEW
 KY0247'U.S. 19 THENCE 0.9 MILE SOUTH WEST ON COUNTY RD. 02104 TO THE
 KY0247'T JUNCTION OF COUNTY RDS 02104 AND 02135 THENCE CONTINUE WEST ON
 KY0247'COUNTY RD. 02104 FOR 0.35 MILE TO T JUNCTION OF COUNTY RD. 02104
 KY0247'AND NEELY SCHOOL RD. SOUTH THENCE 0.55 MILE SOUTH ON NEELY
 KY0247'SCHOOL RD. THENCE 0.15 MILE EAST-NORTH EAST ON PATH TO ORCHARD
 KY0247'AND RM, STANDARD REFERENCE MARK DISK SET IN TOP OF CONCRETE POST
 KY0247'FLUSH WITH THE GROUND, 30 FEET SOUTH EAST OF RM 2, 20 FEET EAST
 KY0247'OF THE STATION SIGHT, 75 FEET NORTH OF EAST-WEST TREE LINE.
 KY0247'NOTE-- ALSO 0.1 MILE NORTH OF BLACKTOP ROAD JUNCTION EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0246 ***********************************************************************
 KY0246  DESIGNATION -  KEARN 2
 KY0246  PID         -  KY0246
 KY0246  STATE/COUNTY-  PA/ALLEGHENY
 KY0246  USGS QUAD   -  MARS (1979)
 KY0246
 KY0246                         *CURRENT SURVEY CONTROL
 KY0246  ___________________________________________________________________
 KY0246* NAD 83(1986)-  40 38 05.     (N)    080 05 41.     (W)     SCALED    
 KY0246* NAVD 88     -       396.313  (meters)    1300.24   (feet)  ADJUSTED  
 KY0246  ___________________________________________________________________
 KY0246  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KY0246  DYNAMIC HT  -         396.108 (meters)    1299.56  (feet)  COMP
 KY0246  MODELED GRAV-     980,096.8   (mgal)                       NAVD 88
 KY0246
 KY0246  VERT ORDER  -  SECOND    CLASS 0
 KY0246
 KY0246.The horizontal coordinates were scaled from a topographic map and have
 KY0246.an estimated accuracy of +/- 6 seconds.
 KY0246
 KY0246.The orthometric height was determined by differential leveling
 KY0246.and adjusted by the National Geodetic Survey in June 1991..
 KY0246
 KY0246.The geoid height was determined by GEOID03.
 KY0246
 KY0246.The dynamic height is computed by dividing the NAVD 88
 KY0246.geopotential number by the normal gravity value computed on the
 KY0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0246.degrees latitude (g = 980.6199 gals.).
 KY0246
 KY0246.The modeled gravity was interpolated from observed gravity values.
 KY0246
 KY0246;                    North         East    Units  Estimated Accuracy
 KY0246;SPC PA S     -   147,130.      401,670.      MT  (+/- 180 meters Scaled)
 KY0246
 KY0246                          SUPERSEDED SURVEY CONTROL
 KY0246
 KY0246  NGVD 29 (??/??/92)  396.461  (m)         1300.72   (f) ADJ UNCH    2 0
 KY0246
 KY0246.Superseded values are not recommended for survey control.
 KY0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0246.See file dsdata.txt to determine how the superseded data were derived.
 KY0246
 KY0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE765986(NAD 83)
 KY0246_MARKER: DR = REFERENCE MARK DISK
 KY0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0246_STAMPING: KEARN NO. 2 1959
 KY0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0246+STABILITY: SURFACE MOTION
 KY0246
 KY0246  HISTORY     - Date     Condition        Report By
 KY0246  HISTORY     - 1959     MONUMENTED       CGS
 KY0246  HISTORY     - 1960     GOOD             NGS
 KY0246
 KY0246                          STATION DESCRIPTION
 KY0246
 KY0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0246'2.2 MI S FROM WARRENDALE.
 KY0246'ABOUT 0.3 MILE SOUTH ALONG OLD U.S. HY. 19 TO THE JUNCTION OF OLD
 KY0246'AND NEW U.S. 19 FROM THE UNITED PRESBYTERIAN CHURCH IN WARRENDALE
 KY0246'THENCE 0.9 MILE SOUTH WEST ON COUNTY RD. 02104 TO T JUNCTION OF
 KY0246'COUNTY RDS. 02104 AND 02135 THENCE CONTINUE WEST ALONG COUNTY
 KY0246'RD. 02104 FOR 0.35 MILE TO T JUNCTION OF COUNTY RD. 02104 AND
 KY0246'NEELY SCHOOL RD. SOUTH THENCE 0.55 MILE SOUTH ON NEELY SCHOOL RD.
 KY0246'THENCE 0.15 MILE EAST-NORTH EAST ON PATH TO ORCHARD AND RM,
 KY0246'STANDARD REFERENCE MARK DISK SET IN TOP OF CONCRETE POST FLUSH
 KY0246'WITH THE GROUND, 23 FEET NORTH WEST OF STATION SIGHT, 30 FEET
 KY0246'NORTH WEST OF RM 1, 75 FEET NORTH OF EAST-WEST FENCE LINE.
 KY0246'NOTE-- ALSO 0.1 MILE NORTH OF BLACKTOP ROAD JUNCTION EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2183 ***********************************************************************
 MA2183  DESIGNATION -  KEATING SUMMIT CONSOL GAS MAST
 MA2183  PID         -  MA2183
 MA2183  STATE/COUNTY-  PA/POTTER
 MA2183  USGS QUAD   -  KEATING SUMMIT (1983)
 MA2183
 MA2183                         *CURRENT SURVEY CONTROL
 MA2183  ___________________________________________________________________
 MA2183* NAD 83(1992)-  41 41 24.48346(N)    078 08 47.25322(W)     ADJUSTED  
 MA2183* NAVD 88     -                                                        
 MA2183  ___________________________________________________________________
 MA2183  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 MA2183  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 MA2183
 MA2183  HORZ ORDER  -  THIRD
 MA2183
 MA2183.The horizontal coordinates were established by classical geodetic methods
 MA2183.and adjusted by the National Geodetic Survey in June 2002..
 MA2183
 MA2183
 MA2183.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2183
 MA2183.The geoid height was determined by GEOID03.
 MA2183
 MA2183;                    North         East     Units Scale Factor Converg.
 MA2183;SPC PA N     -   169,264.229   566,995.345   MT  0.99996814   -0 15 44.2
 MA2183;SPC PA N     -   555,327.72  1,860,217.23   sFT  0.99996814   -0 15 44.2
 MA2183;UTM  17      - 4,619,308.026   737,477.989   MT  1.00029405   +1 53 55.6
 MA2183
 MA2183                          SUPERSEDED SURVEY CONTROL
 MA2183
 MA2183  NAD 83(1996)-  41 41 24.48305(N)    078 08 47.25488(W) AD(       ) 4
 MA2183  NAD 83(1986)-  41 41 24.48370(N)    078 08 47.25303(W) AD(       ) 4
 MA2183  NAD 27      -  41 41 24.25100(N)    078 08 48.22697(W) AD(       ) 3
 MA2183
 MA2183.Superseded values are not recommended for survey control.
 MA2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2183.See file dsdata.txt to determine how the superseded data were derived.
 MA2183
 MA2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG3747819308(NAD 83)
 MA2183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA2183+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 MA2183
 MA2183  HISTORY     - Date     Condition        Report By
 MA2183  HISTORY     - 1967     MONUMENTED       CGS
 MA2183  HISTORY     - 20030709 GOOD             USPSQD
 MA2183
 MA2183                          STATION DESCRIPTION
 MA2183
 MA2183'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MA2183'THE STATION IS LOCATED 2 MILES EAST OF KEATING SUMMIT, 5 MILES
 MA2183'NORTHWEST OF AUSTIN, AND 1 MILE SOUTH OF LOOKOUT MOUNTAIN.
 MA2183'IT IS ON THE WEST SIDE OF A SMALL PEAK, STRADDLING A LINE BETWEEN THE
 MA2183'WOODS AND A PASTURE.  IT IS OWNED BY THE CONSOLIDATED NATURAL GAS
 MA2183'COMPANY.  IT IS CONSTRUCTED OF STRUCTURAL STEEL WITH FOUR GUYED LEGS,
 MA2183'PAINTED WHITE.  IT IS 80 FEET HIGH WITH TWO SQUARE ANTENNAS, ONE
 MA2183'MIDWAY UP THE WEST SIDE, ONE AT THE TOP OF THE EAST SIDE.  THE
 MA2183'INTERSECTION POINT IS THE TOP CENTER.
 MA2183
 MA2183                          STATION RECOVERY (2003)
 MA2183
 MA2183'RECOVERY NOTE BY US POWER SQUADRON 2003 (SG)
 MA2183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1868 ***********************************************************************
 LZ1868  DESIGNATION -  KEENE
 LZ1868  PID         -  LZ1868
 LZ1868  STATE/COUNTY-  PA/BRADFORD
 LZ1868  USGS QUAD   -  ROME (1978)
 LZ1868
 LZ1868                         *CURRENT SURVEY CONTROL
 LZ1868  ___________________________________________________________________
 LZ1868* NAD 83(1992)-  41 47 31.88885(N)    076 19 44.15423(W)     ADJUSTED  
 LZ1868* NAVD 88     -       446.     (meters)    1463.     (feet)  VERTCON   
 LZ1868  ___________________________________________________________________
 LZ1868  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 LZ1868  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 LZ1868
 LZ1868  HORZ ORDER  -  FIRST
 LZ1868
 LZ1868.The horizontal coordinates were established by classical geodetic methods
 LZ1868.and adjusted by the National Geodetic Survey in June 2002..
 LZ1868
 LZ1868.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1868
 LZ1868.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1868
 LZ1868.The geoid height was determined by GEOID03.
 LZ1868
 LZ1868;                    North         East     Units Scale Factor Converg.
 LZ1868;SPC PA N     -   181,492.669   718,111.002   MT  0.99997819   +0 56 24.3
 LZ1868;SPC PA N     -   595,447.20  2,356,002.51   sFT  0.99997819   +0 56 24.3
 LZ1868;UTM  18      - 4,627,557.349   389,582.549   MT  0.99975003   -0 53 08.6
 LZ1868
 LZ1868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1868!SPC PA N     -   0.99993519  x   0.99997819  =   0.99991339
 LZ1868!UTM  18      -   0.99993519  x   0.99975003  =   0.99968524
 LZ1868
 LZ1868:                Primary Azimuth Mark                     Grid Az
 LZ1868:SPC PA N     -  KEENE AZ MK                              007 10 09.1
 LZ1868:UTM  18      -  KEENE AZ MK                              008 59 42.0
 LZ1868
 LZ1868|---------------------------------------------------------------------|
 LZ1868| PID    Reference Object                     Distance      Geod. Az  |
 LZ1868|                                                           dddmmss.s |
 LZ1868| CB4475 KEENE AZ MK                                        0080633.4 |
 LZ1868| CB4476 KEENE AZ MK 2                                      0084751.7 |
 LZ1868| LZ1864 ORWELL CHURCH SPIRE                 APPROX.11.1 KM 0233922.2 |
 LZ1868| CB4477 KEENE RM 1                           23.108 METERS 19213     |
 LZ1868| LZ1867 KEENE SUMMIT CHURCH SPIRE           APPROX. 0.5 KM 2033416.1 |
 LZ1868| CB4478 KEENE RM 2                           52.834 METERS 25314     |
 LZ1868|---------------------------------------------------------------------|
 LZ1868
 LZ1868                          SUPERSEDED SURVEY CONTROL
 LZ1868
 LZ1868  NAD 83(1996)-  41 47 31.88837(N)    076 19 44.15403(W) AD(       ) 1
 LZ1868  NAD 83(1986)-  41 47 31.88948(N)    076 19 44.15337(W) AD(       ) 1
 LZ1868  NAD 27      -  41 47 31.61981(N)    076 19 45.38226(W) AD(       ) 1
 LZ1868  NGVD 29 (07/19/86)  446.     (m)         1463.     (f) VERT ANG       
 LZ1868
 LZ1868.Superseded values are not recommended for survey control.
 LZ1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1868.See file dsdata.txt to determine how the superseded data were derived.
 LZ1868
 LZ1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM8958327557(NAD 83)
 LZ1868_MARKER: Z = SEE DESCRIPTION
 LZ1868_SETTING: 0 = UNSPECIFIED SETTING
 LZ1868
 LZ1868  HISTORY     - Date     Condition        Report By
 LZ1868  HISTORY     - 1929     MONUMENTED       CGS
 LZ1868  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LZ1868  HISTORY     - 1966     SEE DESCRIPTION  CGS
 LZ1868  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LZ1868
 LZ1868                          STATION DESCRIPTION
 LZ1868
 LZ1868'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 LZ1868'THIS STATION IS ABOUT 3 MILES E OF WYSOX AND ABOUT 1/4 MILE N OF
 LZ1868'KEENE SUMMIT CHURCH.
 LZ1868'
 LZ1868'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN A
 LZ1868'LARGE FLAT ROCK OUTCROP FLUSH WITH THE SURROUNDING GROUND, ABOUT
 LZ1868'18 METERS W OF THE CENTER LINE OF A N AND S ROAD, ABOUT 15 METERS N
 LZ1868'OF THE PROLONGATION OF A ROAD THAT RUNS E FROM THE N AND S ROAD.
 LZ1868'IT IS 6 METERS W OF A SMALL PINE BUSH AND 4 METERS E OF A SMALL PINE
 LZ1868'TREE.  IT IS IN UNCULTIVATED GROUND ABOUT 20 METERS N OF A WOOD
 LZ1868'FENCE RUNNING E AND W ALONG THE N SIDE OF A MEADOW, AND ON THE FIRST
 LZ1868'HILL N OF THE CHURCH.
 LZ1868'
 LZ1868'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE AS
 LZ1868'DESCRIBED IN NOTE 11A.  REFERENCE MARK NO. 1 IS ABOUT 10 METERS S
 LZ1868'OF THE PROLONGATION OF THE ROAD TO THE E, ABOUT 12 METERS W OF THE
 LZ1868'CENTER LINE OF THE N AND S ROAD, AND ABOUT 2 METERS W AND 7 METERS
 LZ1868'N OF THE N END OF A STONE FENCE.  IT PROJECTS ABOUT 6 INCHES ABOVE
 LZ1868'THE SURFACE OF THE GROUND.  REFERENCE MARK NO. 2 IS 2 FEET N OF THE
 LZ1868'WOOD FENCE ALONG THE N SIDE OF THE MEADOW, ABOUT 20 METERS SSE OF THE
 LZ1868'SE CORNER OF A HAY BARN.  IT IS 6 INCHES ABOVE GROUND.
 LZ1868'
 LZ1868'TO REACH THE STATION FROM WYSOX, GO E ON HIGHWAY 6, 4.6 MILES TO A
 LZ1868'SIGN READING GRANGE AND TOWN HALL 1-1/4 MILES.  TURN N HERE, AND GO
 LZ1868'N ON DIRT ROAD 3.0 MILES TO THE STATION ON THE W SIDE OF THE ROAD,
 LZ1868'KEEPING STRAIGHT AHEAD AT ALL FORKS AND CROSSROADS.
 LZ1868'
 LZ1868'HEIGHT OF SIGNAL ABOVE STATION MARK - 26 METERS.
 LZ1868
 LZ1868                          STATION RECOVERY (1934)
 LZ1868
 LZ1868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JB)
 LZ1868'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND IN
 LZ1868'GOOD CONDITION WITH THE FOLLOWING EXCEPTION- REFERENCE MARK
 LZ1868'NO. 1 IS 23.111 METERS SW OF THE STATION, AND REFERENCE MARK NO. 2 IS
 LZ1868'52.795 METERS W OF THE STATION.
 LZ1868'
 LZ1868'A 77-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 LZ1868
 LZ1868                          STATION RECOVERY (1966)
 LZ1868
 LZ1868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JGK)
 LZ1868'STATION WAS SEARCHED FOR AND FOUND IN GOOD CONDITION.
 LZ1868
 LZ1868                          STATION RECOVERY (1968)
 LZ1868
 LZ1868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WMJ)
 LZ1868'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 LZ1868'IN GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN HIT BY FARM MACHINERY
 LZ1868'AND WAS DESTROYED.  AZIMUTH MARK NO. 2 WAS ESTABLISHED AT THIS TIME.
 LZ1868'THE STATION WAS OCCUPIED FROM AN ECCENTRIC POINT DUE TO A
 LZ1868'POWERLINE CROSSING CLOSE TO THE STATION MARK.  FOLLOWING IS A NEW AND
 LZ1868'COMPLETE DESCRIPTION.
 LZ1868'
 LZ1868'THE STATION IS LOCATED ABOUT 8.5 MILES NORTH-NORTHWEST OF WYALUSING,
 LZ1868'4 MILES SOUTHEAST OF ROME AND 3 MILES EAST OF WYSOX.  THE
 LZ1868'PROPERTY IS OWNED BY MR. L.P. CUMMINGS.
 LZ1868'
 LZ1868'TO REACH THE STATION FROM THE POST OFFICE IN WYSOX, GO EAST ON U.S.
 LZ1868'HIGHWAY 6 FOR 4.65 MILES TO A SIDE ROAD ON THE LEFT, SIGN
 LZ1868'SULLIVANS MARCH, TURN LEFT AND GO NORTH ON THE PAVED ROAD FOR 1.15
 LZ1868'MILES TO A CROSSROAD, CONTINUE NORTH ON THE PAVED ROAD FOR 1.8
 LZ1868'MILES TO A CHURCH ON THE LEFT, CONTINUE NORTHEAST ON THE PAVED ROAD
 LZ1868'FOR 0.3 MILE TO THE HIGHEST POINT OF HILL AND THE STATION ON THE
 LZ1868'LEFT.
 LZ1868'
 LZ1868'THE STATION MARK IS 57 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 LZ1868'THE PAVED ROAD, 38 FEET SOUTH OF POWERLINE POLE NO.  2170110 AND 20
 LZ1868'FEET NORTH-NORTHEAST OF A TWIN TRUNKED TRIANGULAR BLAZED TREE.  THE
 LZ1868'MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 LZ1868'BEDROCK SET FLUSH WITH THE GROUND AND IS STAMPED KEENE 1929.  NOTE 2
 LZ1868'
 LZ1868'REFERENCE MARK NO. 1 IS 35 FEET NORTHWEST OF THE APPROXIMATE CENTER
 LZ1868'OF THE PAVED ROAD, 14 FEET NORTH OF A 36-INCH OAK TREE AND 10.5
 LZ1868'FEET NORTHEAST OF A FENCELINE.  THE MARK IS A STANDARD DISK SET IN
 LZ1868'THE TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES AND IS
 LZ1868'STAMPED KEENE NO 1 1929.  NOTE 11A
 LZ1868'
 LZ1868'REFERENCE MARK NO. 2 IS 7 FEET EAST OF A 10-INCH PEACH TREE AND 6
 LZ1868'FEET NORTH OF A FENCELINE.  THE MARK IS A STANDARD DISK SET IN
 LZ1868'THE TOP OF A SQUARE CONCRETE POST PROJECTING 5 INCHES AND IS STAMPED
 LZ1868'KEENE NO 2 1929.  NOTE 11A
 LZ1868'
 LZ1868'AZIMUTH MARK NO. 2 IS 25 FEET EAST OF THE APPROXIMATE CENTER OF ROAD,
 LZ1868'4 FEET NORTHWEST OF POWERLINE POLE NO. 2170104 AND 2.1 FEET SOUTH OF
 LZ1868'A METAL WITNESS POST.  THE MARK IS A STANDARD DISK SET IN THE TOP OF
 LZ1868'A SQUARE CONCRETE POST PROJECTING 3 INCHES AND IS STAMPED KEENE 1929
 LZ1868'NO 2 1968.  NOTE 16A
 LZ1868'
 LZ1868'TO REACH AZIMUTH MARK NO. 2 FROM THE STATION, GO NORTHEAST ON THE
 LZ1868'PAVED ROAD FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 LZ1868'
 LZ1868'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-3 MILES EAST OF
 LZ1868'WYSOX
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1365 ***********************************************************************
 JW1365  DESIGNATION -  KEENER
 JW1365  PID         -  JW1365
 JW1365  STATE/COUNTY-  PA/FAYETTE
 JW1365  USGS QUAD   -  NEW SALEM (1977)
 JW1365
 JW1365                         *CURRENT SURVEY CONTROL
 JW1365  ___________________________________________________________________
 JW1365* NAD 83(1992)-  39 54 33.76764(N)    079 52 14.11320(W)     ADJUSTED  
 JW1365* NAVD 88     -       411.5    (meters)    1350.     (feet)  VERTCON   
 JW1365  ___________________________________________________________________
 JW1365  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 JW1365  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JW1365
 JW1365  HORZ ORDER  -  FIRST
 JW1365
 JW1365.The horizontal coordinates were established by classical geodetic methods
 JW1365.and adjusted by the National Geodetic Survey in June 2002..
 JW1365
 JW1365.The NAVD 88 height was computed by applying the VERTCON shift value to
 JW1365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JW1365
 JW1365.The Laplace correction was computed from DEFLEC99 derived deflections.
 JW1365
 JW1365.The geoid height was determined by GEOID03.
 JW1365
 JW1365;                    North         East     Units Scale Factor Converg.
 JW1365;SPC PA S     -    66,138.194   418,692.477   MT  1.00000383   -1 22 33.0
 JW1365;SPC PA S     -   216,988.39  1,373,660.23   sFT  1.00000383   -1 22 33.0
 JW1365;UTM  17      - 4,418,309.820   596,534.793   MT  0.99971472   +0 43 28.8
 JW1365
 JW1365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JW1365!SPC PA S     -   0.99994061  x   1.00000383  =   0.99994444
 JW1365!UTM  17      -   0.99994061  x   0.99971472  =   0.99965535
 JW1365
 JW1365:                Primary Azimuth Mark                     Grid Az
 JW1365:SPC PA S     -  SECREST                                  037 37 24.0
 JW1365:UTM  17      -  SECREST                                  035 31 22.2
 JW1365
 JW1365|---------------------------------------------------------------------|
 JW1365| PID    Reference Object                     Distance      Geod. Az  |
 JW1365|                                                           dddmmss.s |
 JW1365| KX2037 SECREST                             APPROX.25.8 KM 0361451.0 |
 JW1365| CX3938 KEENER RM 1                          49.160 METERS 07457     |
 JW1365| CX3939 KEENER RM 2                          44.571 METERS 10726     |
 JW1365|---------------------------------------------------------------------|
 JW1365
 JW1365                          SUPERSEDED SURVEY CONTROL
 JW1365
 JW1365  NAD 83(1995)-  39 54 33.76755(N)    079 52 14.11347(W) AD(       ) 1
 JW1365  NAD 83(1986)-  39 54 33.77097(N)    079 52 14.11394(W) AD(       ) 1
 JW1365  NAD 27      -  39 54 33.50400(N)    079 52 14.96000(W) AD(       ) 1
 JW1365  NGVD 29 (07/19/86)  411.6    (m)         1350.     (f) VERT ANG       
 JW1365
 JW1365.Superseded values are not recommended for survey control.
 JW1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW1365.See file dsdata.txt to determine how the superseded data were derived.
 JW1365
 JW1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE9653518310(NAD 83)
 JW1365_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JW1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JW1365_MARK LOGO: USGS  
 JW1365_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JW1365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW1365
 JW1365  HISTORY     - Date     Condition        Report By
 JW1365  HISTORY     - 1927     MONUMENTED       USGS
 JW1365  HISTORY     - 1927     GOOD             USGS
 JW1365  HISTORY     - 1962     GOOD             USGS
 JW1365  HISTORY     - 19890125 SEE DESCRIPTION  HARTMN
 JW1365
 JW1365                          STATION DESCRIPTION
 JW1365
 JW1365'DESCRIBED BY US GEOLOGICAL SURVEY 1927 (WM)
 JW1365'A STATION OF THE U.S.G.S. ABOUT 1.8 MILES N OF MCCLELLANDTOWN, 8
 JW1365'MILES W OF UNIONTOWN, AND 1/4 MILE S OF THE LAMBERT MINE.
 JW1365'
 JW1365'STATION MARK IS A STANDARD U.S.G.S. TABLET SET IN AN 8-BY 8-INCH
 JW1365'POST, WHICH WAS REINFORCED BY SURROUNDING WITH CONCRETE.
 JW1365'
 JW1365'REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE.
 JW1365'
 JW1365'STATION IS REACHED FROM UNIONTOWN BY PAVED ROAD 8 MILES TO
 JW1365'MCCLELLANDTOWN, THENCE N ABOUT 2 MILES TO A ROAD LEADING LEFT AROUND
 JW1365'S SIDE OF HILL.  FOLLOW THIS ROAD 100 YARDS TO RIGHT-HAND ROAD,
 JW1365'THENCE 100 YARDS N TO GATE AT FARM ROAD LEADING UP HILLSIDE TO
 JW1365'LEFT.  FOLLOW THIS ROAD TO TOP OF HILL, THEN N 100 YARDS TO STATION.
 JW1365'LAND IS OWNED BY BEN KEENER, WHO LIVES ACROSS ROAD TO E.
 JW1365'
 JW1365'HEIGHT OF SIGNAL ABOVE STATION MARK - 0.96 METER.
 JW1365
 JW1365                          STATION RECOVERY (1927)
 JW1365
 JW1365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1927
 JW1365'RECOVERED IN GOOD CONDITION.
 JW1365
 JW1365                          STATION RECOVERY (1962)
 JW1365
 JW1365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962 (DCB)
 JW1365'STATION IS LOCATED ABOUT 1.8 MI N. OF MCCLELLANDTOWN, 8 MI W. OF
 JW1365'UNIONTOWN, AND 0.25 MI S. OF LAMBERT MINE.
 JW1365'
 JW1365'TO REACH FROM UNIONTOWN, GO 8.0 MI BY PAVED RD. TO MCCLELLANDTOWN,
 JW1365'THENCE N. ABOUT 2 MI TO RD. LEADING LEFT AROUND S. SIDE OF HILL.
 JW1365'FOLLOW THIS RD. 300 FT TO RIGHT-HAND ROAD, THENCE 300 FT N. TO GATE
 JW1365'AT FARM RD. LEADING UP HILLSIDE TO LEFT.  FOLLOW THIS RD. TO TOP
 JW1365'OF HILL, THEN N. 300 FT TO STATION.  LAND IS OWNED BY BEN KEENER,
 JW1365'WHO LIVES ACROSS RD. TO E.
 JW1365'
 JW1365'STATION MARK--STANDARD TABLET STAMPED KEENER 1927 IN 8- BY 8-IN. POST
 JW1365'WHICH WAS REINFORCED BY SURROUNDING WITH CONCRETE.
 JW1365
 JW1365                          STATION RECOVERY (1989)
 JW1365
 JW1365'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1365'A HURRIED SEARCH WAS MADE FOR THE STATION, BUT IT WAS NOT RECOVERED.
 JW1365'LOCAL RESIDENTS STATED THAT THE MARKS ARE IN PLACE AND UNDISTURBED.
 JW1365'THE STATION IS NOT SUITABLE FOR GPS OBSERVATION DUE TO HEAVY WOODS.
 JW1365'THERE IS NO SUITABLE LOCATION NEARBY FOR AN ECCENTRIC STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1684 ***********************************************************************
 LZ1684  DESIGNATION -  KEENEY
 LZ1684  PID         -  LZ1684
 LZ1684  STATE/COUNTY-  PA/TIOGA
 LZ1684  USGS QUAD   -  KEENEYVILLE (1994)
 LZ1684
 LZ1684                         *CURRENT SURVEY CONTROL
 LZ1684  ___________________________________________________________________
 LZ1684* NAD 83(1992)-  41 51 31.92574(N)    077 16 40.07774(W)     ADJUSTED  
 LZ1684* NAVD 88     -       655.     (meters)    2149.     (feet)  SCALED    
 LZ1684  ___________________________________________________________________
 LZ1684  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 LZ1684  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 LZ1684
 LZ1684  HORZ ORDER  -  FIRST
 LZ1684
 LZ1684.The horizontal coordinates were established by classical geodetic methods
 LZ1684.and adjusted by the National Geodetic Survey in June 2002..
 LZ1684
 LZ1684.The orthometric height was scaled from a topographic map.
 LZ1684
 LZ1684.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1684
 LZ1684.The geoid height was determined by GEOID03.
 LZ1684
 LZ1684;                    North         East     Units Scale Factor Converg.
 LZ1684;SPC PA N     -   188,036.229   639,207.785   MT  0.99998648   +0 18 44.6
 LZ1684;SPC PA N     -   616,915.53  2,097,134.21   sFT  0.99998648   +0 18 44.6
 LZ1684;UTM  18      - 4,636,615.213   310,936.273   MT  1.00003987   -1 31 13.5
 LZ1684
 LZ1684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1684!SPC PA N     -   0.99990236  x   0.99998648  =   0.99988884
 LZ1684!UTM  18      -   0.99990236  x   1.00003987  =   0.99994223
 LZ1684
 LZ1684|---------------------------------------------------------------------|
 LZ1684| PID    Reference Object                     Distance      Geod. Az  |
 LZ1684|                                                           dddmmss.s |
 LZ1684| CK7602 KEENEY RM 1                          29.430 METERS 27047     |
 LZ1684| LZ1679 MONKS                               APPROX. 5.7 KM 3273525.5 |
 LZ1684| CK7603 KEENEY RM 2                          13.875 METERS 35818     |
 LZ1684|---------------------------------------------------------------------|
 LZ1684
 LZ1684                          SUPERSEDED SURVEY CONTROL
 LZ1684
 LZ1684  NAD 83(1996)-  41 51 31.92478(N)    077 16 40.07753(W) AD(       ) 1
 LZ1684  NAD 83(1986)-  41 51 31.92689(N)    077 16 40.07289(W) AD(       ) 1
 LZ1684  NAD 27      -  41 51 31.66300(N)    077 16 41.15000(W) AD(       ) 1
 LZ1684
 LZ1684.Superseded values are not recommended for survey control.
 LZ1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1684.See file dsdata.txt to determine how the superseded data were derived.
 LZ1684
 LZ1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM1093636615(NAD 83)
 LZ1684_MARKER: Z = SEE DESCRIPTION
 LZ1684_SETTING: 0 = UNSPECIFIED SETTING
 LZ1684
 LZ1684  HISTORY     - Date     Condition        Report By
 LZ1684  HISTORY     - 1929     MONUMENTED       CGS
 LZ1684  HISTORY     - 1932     SEE DESCRIPTION  CGS
 LZ1684  HISTORY     - 1939     SEE DESCRIPTION  CGS
 LZ1684
 LZ1684                          STATION DESCRIPTION
 LZ1684
 LZ1684'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 LZ1684'STATION IS IN MIDDLEBURY TOWNSHIP ABOUT 2 MILES E OF KEENEYVILLE ON
 LZ1684'THE HIGHEST POINT OF TIMBERED RIDGE ON PROPERTY
 LZ1684'BELONGING TO MR. HENRY WEDGE.
 LZ1684'
 LZ1684'STATION IS MARKED BY A STANDARD BRONZE DISK WEDGED IN THE CENTER OF A
 LZ1684'FLAT ROCK ABOUT 5 FEET ACROSS THE TOP AND PROJECTING 1 FOOT
 LZ1684'ABOVE THE SURFACE.
 LZ1684'
 LZ1684'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A LARGE
 LZ1684'BOULDER, AND IS W OF THE STATION.
 LZ1684'
 LZ1684'REFERENCE MARK NO. 2, A STANDARD BRONZE DISK SET IN ROCK OUTCROP
 LZ1684'JUTTING FROM BANK ABOUT 6 FEET BELOW LEVEL OF STATION, IS N
 LZ1684'OF STATION.
 LZ1684'
 LZ1684'THE STATION IS REACHED FROM KEENEYVILLE BY FOLLOWING HIGHWAY 249 FOR
 LZ1684'1/2 MILE E AND THEN TURNING LEFT FOR 0.7 MILE AND THEN RIGHT
 LZ1684'FOR 0.8 MILE TO TOP OF RIDGE.  THE STATION IS REACHED FROM THIS POINT
 LZ1684'BY FOLLOWING THE RIDGE S FOR ABOUT 1-1/4 MILES TO THE
 LZ1684'HIGHEST POINT.  THE RIDGE LINE BENDS ALMOST E BEFORE THE STATION IS
 LZ1684'REACHED.  A WAGON ROAD HAS BEEN CLEARED FROM THE MAIN ROAD AT TOP
 LZ1684'OF RIDGE TO THE STATION, AND WILL BE WELL-DEFINED FOR
 LZ1684'SEVERAL YEARS.  A CLEARING ABOUT 40 FEET ACROSS, HAS BEEN MADE AT
 LZ1684'THE STATION SITE.
 LZ1684'
 LZ1684'HEIGHT OF SIGNAL ABOVE STATION MARK 12 METERS.
 LZ1684
 LZ1684                          STATION RECOVERY (1932)
 LZ1684
 LZ1684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (ERM)
 LZ1684'STATION RECOVERED AS DESCRIBED.  MARKS IN GOOD CONDITION.
 LZ1684
 LZ1684                          STATION RECOVERY (1939)
 LZ1684
 LZ1684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (PLB)
 LZ1684'STATION RECOVERED AND FOUND IN GOOD CONDITION.
 LZ1684'
 LZ1684'STATION IS LOCATED IN MIDDLEBURY TOWNSHIP, ON THE HIGHEST POINT OF A
 LZ1684'HIGH-TIMBERED HILL, 1-1/2 MILES AIR LINE E OF
 LZ1684'KEENEYVILLE, 1.0 MILE N OF MIDDLEBURY CENTER.  STATION WAS NOT
 LZ1684'OCCUPIED.
 LZ1684'
 LZ1684'TO REACH STATION FROM KEENEYVILLE, GO E ON THE MAIN HIGHWAY FOR 1/2
 LZ1684'MILE TO A T-ROAD N (LEFT).  THIS POINT CAN ALSO BE
 LZ1684'REACHED FROM TIOGA BY GOING W ON ROUTE 84, 8.7 MILES, TURN RIGHT ON
 LZ1684'ROUTE 249 AND GO 1.55 MILES.  FROM THIS T-ROAD, GO
 LZ1684'N 0.75 MILE TO A DIRT T-ROAD (E), TURN RIGHT ON DIRT T-ROAD AND
 LZ1684'PROCEED STRAIGHT AHEAD UPHILL FOR 1.0 MILE TO TOP OF PASS
 LZ1684'AND WIRE GATE ON RIGHT.  THIS IS THE END OF TRUCK TRAVEL.  FROM HERE
 LZ1684'GO SE ON OLD CUT ROAD AND OPEN TRAIL ALONG TOP OF RIDGE FOR
 LZ1684'ABOUT 0.8 MILE TO HIGHEST POINT OF MOUNTAIN AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2991 ***********************************************************************
 KW2991  DESIGNATION -  KEFFER
 KW2991  PID         -  KW2991
 KW2991  STATE/COUNTY-  PA/SCHUYLKILL
 KW2991  USGS QUAD   -  PINE GROVE (1977)
 KW2991
 KW2991                         *CURRENT SURVEY CONTROL
 KW2991  ___________________________________________________________________
 KW2991* NAD 83(1992)-  40 36 31.09365(N)    076 27 44.15992(W)     ADJUSTED  
 KW2991* NAVD 88     -       496.4    (meters)    1629.     (feet)  VERTCON   
 KW2991  ___________________________________________________________________
 KW2991  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 KW2991  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KW2991
 KW2991  HORZ ORDER  -  FIRST
 KW2991
 KW2991.The horizontal coordinates were established by classical geodetic methods
 KW2991.and adjusted by the National Geodetic Survey in June 2002..
 KW2991
 KW2991.The NAVD 88 height was computed by applying the VERTCON shift value to
 KW2991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KW2991
 KW2991.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2991
 KW2991.The geoid height was determined by GEOID03.
 KW2991
 KW2991;                    North         East     Units Scale Factor Converg.
 KW2991;SPC PA S     -   142,398.806   708,974.132   MT  0.99996329   +0 50 07.7
 KW2991;SPC PA S     -   467,186.75  2,326,025.96   sFT  0.99996329   +0 50 07.7
 KW2991;UTM  18      - 4,496,341.141   376,294.523   MT  0.99978836   -0 57 06.8
 KW2991
 KW2991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2991!SPC PA S     -   0.99992744  x   0.99996329  =   0.99989073
 KW2991!UTM  18      -   0.99992744  x   0.99978836  =   0.99971581
 KW2991
 KW2991:                Primary Azimuth Mark                     Grid Az
 KW2991:SPC PA S     -  MT PLEASANT                              035 42 11.1
 KW2991:UTM  18      -  MT PLEASANT                              037 29 25.6
 KW2991
 KW2991|---------------------------------------------------------------------|
 KW2991| PID    Reference Object                     Distance      Geod. Az  |
 KW2991|                                                           dddmmss.s |
 KW2991| KW0278 MT PLEASANT                         APPROX.14.2 KM 0363218.8 |
 KW2991| CB4479 KEFFER RM 1                          20.659 METERS 07744     |
 KW2991| KW2990 KEFFER FIRE TOWER 1934               30.304 METERS 20322     |
 KW2991|---------------------------------------------------------------------|
 KW2991
 KW2991                          SUPERSEDED SURVEY CONTROL
 KW2991
 KW2991  NAD 83(1986)-  40 36 31.08922(N)    076 27 44.16549(W) AD(       ) 1
 KW2991  NAD 27      -  40 36 30.77197(N)    076 27 45.32222(W) AD(       ) 1
 KW2991  NGVD 29 (07/19/86)  496.6    (m)         1629.     (f) VERT ANG       
 KW2991
 KW2991.Superseded values are not recommended for survey control.
 KW2991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2991.See file dsdata.txt to determine how the superseded data were derived.
 KW2991
 KW2991_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK7629596341(NAD 83)
 KW2991_MARKER: DS = TRIANGULATION STATION DISK
 KW2991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2991
 KW2991  HISTORY     - Date     Condition        Report By
 KW2991  HISTORY     - 1934     MONUMENTED       CGS
 KW2991  HISTORY     - 1937     MARK NOT FOUND   CGS
 KW2991  HISTORY     - 1938     GOOD             CGS
 KW2991  HISTORY     - 1960     GOOD             CGS
 KW2991  HISTORY     - 1965     GOOD             USN
 KW2991
 KW2991                          STATION DESCRIPTION
 KW2991
 KW2991'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 KW2991'THIS IS A FIRST ORDER STATION LOCATED 0.5 MILE S OF KEFFER, PA.,
 KW2991'30.286 METERS E OF THE KEFFER FIRE TOWER, 4.58 METERS (15.0 FEET) S
 KW2991'OF THE WATER RESERVOIR OF THE PHILADELPHIA AND READING COAL AND IRON
 KW2991'COMPANY, 6 METERS (20 FEET) N OF THE RANGERS CABIN.  MARK IS A
 KW2991'1-FOOT SQUARE BLOCK OF CONCRETE SET FLUSH WITH THE GROUND.
 KW2991'
 KW2991'SURFACE, UNDERGROUND AND REFERENCE MARK NO. 2 ARE STANDARD BRONZE
 KW2991'DISKS SET IN CONCRETE.
 KW2991'
 KW2991'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN CONCRETE IN A
 KW2991'DEPRESSION IN OUTCROPPING BEDROCK.
 KW2991'
 KW2991'REFERENCE MARK NO. 1 IS LOCATED 20.685 METERS E OF THE STATION IN A
 KW2991'VERY LARGE FLAT ROCK THAT SLOPES TO THE SW OF THE TOWER AND 14
 KW2991'FEET E OF THE WATER RESERVOIR, 14 METERS S OF THE SE CORNER OF THE
 KW2991'RESERVOIR.
 KW2991'
 KW2991'REFERENCE MARK NO. 2 IS LOCATED 30.286 METERS SW OF THE STATION AND
 KW2991'UNDER THE CENTER OF THE FIRE TOWER.  MARK IS A 1- BY 1- FOOT
 KW2991'BLOCK OF CONCRETE.
 KW2991'
 KW2991'TO REACH THE STATION FROM BROOKSIDE, PA., GO E ON HIGHWAY 209 TO THE
 KW2991'TOP OF THE MOUNTAIN 5 MILES TO A T-ROAD RIGHT AND A LARGE SIGN
 KW2991'PENNSYLVANIA FOREST FIRE TOWER AND AN ARROW.  TURN RIGHT AND GO 0.5
 KW2991'MILE (TAKING ALL LEFT TURNS) TO THE FIRE TOWER AND THE STATION.
 KW2991'
 KW2991'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 KW2991
 KW2991                          STATION RECOVERY (1937)
 KW2991
 KW2991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JB)
 KW2991'LETTER FROM WILLIAN BUSH, BRANCH OFFICE MANAGER, BY P.F. SPENCER,
 KW2991'SUPERVISOR, DIVISION OF OPERATIONS, WORKS PROGRESS ADMINISTRATION
 KW2991'FOR PENNSYLVANIA, POTTSVILLE, PENNSYLVANIA, DATED DECEMBER 16, 1937-
 KW2991'
 KW2991'IN ACCORDANCE WITH YOUR INSTRUCTIONS, WE ARE TRANSMITTING, UNDER
 KW2991'SEPARATE COVER, THE OLD AZIMUTH MARK, WHICH WAS REMOVED FROM
 KW2991'ITS LOCATION, AND THE NEW REFERENCE MARK, WHICH YOU SENT US SOME TIME
 KW2991'AGO.
 KW2991'
 KW2991'THERE IS NO RECORD OF AN AZIMUTH MARK HAVING BEEN SET FOR THIS
 KW2991'STATION.  IT WAS THOUGHT THAT THE MARK WHICH WAS TO BE MOVED WAS
 KW2991'REFERENCE MARK NO. 1 AND A NEW DISK WAS SENT OUT.  IT WAS RETURNED
 KW2991'WITH THE OLD AZIMUTH MARK DISK.
 KW2991
 KW2991                          STATION RECOVERY (1938)
 KW2991
 KW2991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (WFE)
 KW2991'THE STATION WAS FOUND IN PERFECT CONDITION.  THE FIRE WARDEN AT THE
 KW2991'KEFFERS FIRE TOWER SHOULD BE NOTIFIED ABOUT CAMPERS BUILDING FIRES
 KW2991'OVER THIS BENCH MARK.  (NOTE FROM WILLIAM F. ETCHBERGER, LEBANON,
 KW2991'PA.)
 KW2991
 KW2991                          STATION RECOVERY (1960)
 KW2991
 KW2991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW2991'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 KW2991'AND FOUND IN GOOD CONDITION.  THE DIRECTION TO REFERENCE MARK 1
 KW2991'CHECKED WITH THE 1934 DATA.  A SHORTER MEASUREMENT OF 0.026 METERS
 KW2991'WAS NOTED TO REFERENCE MARK 1.  A SHORTER MEASUREMENT OF 0.016
 KW2991'METERS AND A DIFFERENCE OF 03 MINUTES WAS NOTED TO REFERENCE MARK 2
 KW2991'ON THIS DATE.  THESE MEASUREMENTS WERE DOUBLE CHECKED IN THE FIELD
 KW2991'AND ARE BELIEVED TO BE CORRECT.
 KW2991'
 KW2991'HEIGHT OF LIGHT ABOVE STATION MARK- 30.22 METERS.
 KW2991
 KW2991                          STATION RECOVERY (1965)
 KW2991
 KW2991'RECOVERY NOTE BY US NAVY 1965
 KW2991'STATION WAS RECOVERED.
 KW2991'
 KW2991'TO REACH SHOULD BE CHANGED TO ORIGINATE FROM TOWER CITY OR JOLIETT ON
 KW2991'US HIGHWAY 209, AS BROOKSIDE, PA., WAS NOT LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2990 ***********************************************************************
 KW2990  DESIGNATION -  KEFFER FIRE TOWER 1934
 KW2990  PID         -  KW2990
 KW2990  STATE/COUNTY-  PA/SCHUYLKILL
 KW2990  USGS QUAD   -  PINE GROVE (1977)
 KW2990
 KW2990                         *CURRENT SURVEY CONTROL
 KW2990  ___________________________________________________________________
 KW2990* NAD 83(1992)-  40 36 30.19174(N)    076 27 44.67101(W)     ADJUSTED  
 KW2990* NAVD 88     -                                                        
 KW2990  ___________________________________________________________________
 KW2990  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 KW2990  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KW2990
 KW2990  HORZ ORDER  -  THIRD
 KW2990
 KW2990.The horizontal coordinates were established by classical geodetic methods
 KW2990.and adjusted by the National Geodetic Survey in June 2002..
 KW2990
 KW2990
 KW2990.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2990
 KW2990.The geoid height was determined by GEOID03.
 KW2990
 KW2990;                    North         East     Units Scale Factor Converg.
 KW2990;SPC PA S     -   142,370.814   708,962.524   MT  0.99996328   +0 50 07.4
 KW2990;SPC PA S     -   467,094.91  2,325,987.88   sFT  0.99996328   +0 50 07.4
 KW2990;SPC PA N     -    49,865.398   708,972.447   MT  1.00005574   +0 51 06.5
 KW2990;SPC PA N     -   163,600.06  2,326,020.44   sFT  1.00005574   +0 51 06.5
 KW2990;UTM  18      - 4,496,313.530   376,282.050   MT  0.99978840   -0 57 07.1
 KW2990
 KW2990                          SUPERSEDED SURVEY CONTROL
 KW2990
 KW2990  NAD 83(1986)-  40 36 30.18737(N)    076 27 44.67675(W) AD(       ) 4
 KW2990  NAD 27      -  40 36 29.87000(N)    076 27 45.83200(W) AD(       ) 3
 KW2990
 KW2990.Superseded values are not recommended for survey control.
 KW2990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2990.See file dsdata.txt to determine how the superseded data were derived.
 KW2990
 KW2990_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK7628296314(NAD 83)
 KW2990_MARKER: 57 = LOOKOUT TOWER
 KW2990
 KW2990  HISTORY     - Date     Condition        Report By
 KW2990  HISTORY     - 1934     FIRST OBSERVED   CGS
 KW2990  HISTORY     - 1960     GOOD             CGS
 KW2990  HISTORY     - 1965     GOOD             USN
 KW2990
 KW2990                          STATION DESCRIPTION
 KW2990
 KW2990'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 KW2990'KEFFER IS A FIRST ORDER STATION LOCATED 0.5 MILE S OF KEFFER, PA.,
 KW2990'30.286 METERS E OF THE KEFFER FIRE TOWER, 4.58 METERS (15.0 FEET) S
 KW2990'OF THE WATER RESERVOIR OF THE PHILADELPHIA AND READING COAL AND IRON
 KW2990'COMPANY, 6 METERS (20 FEET) N OF THE RANGERS CABIN.
 KW2990'
 KW2990'TO REACH THE STATION FROM BROOKSIDE, PA., GO E ON HIGHWAY 209 TO THE
 KW2990'TOP OF THE MOUNTAIN 5 MILES TO A T-ROAD RIGHT AND A LARGE SIGN
 KW2990'PENNSYLVANIA FOREST FIRE TOWER AND AN ARROW.  TURN RIGHT AND GO 0.5
 KW2990'MILE (TAKING ALL LEFT TURNS) TO THE FIRE TOWER AND STATION KEFFER.
 KW2990
 KW2990                          STATION RECOVERY (1960)
 KW2990
 KW2990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW2990'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 KW2990
 KW2990                          STATION RECOVERY (1965)
 KW2990
 KW2990'RECOVERY NOTE BY US NAVY 1965
 KW2990'STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1266 ***********************************************************************
 LY1266  DESIGNATION -  KEIPEL
 LY1266  PID         -  LY1266
 LY1266  STATE/COUNTY-  PA/MONROE
 LY1266  USGS QUAD   -  TOBYHANNA (1994)
 LY1266
 LY1266                         *CURRENT SURVEY CONTROL
 LY1266  ___________________________________________________________________
 LY1266* NAD 83(1992)-  41 11 53.55750(N)    075 27 07.40137(W)     ADJUSTED  
 LY1266* NAVD 88     -       611.707  (meters)    2006.91   (feet)  ADJUSTED  
 LY1266  ___________________________________________________________________
 LY1266  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 LY1266  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LY1266  DYNAMIC HT  -         611.405 (meters)    2005.92  (feet)  COMP
 LY1266  MODELED GRAV-     980,110.2   (mgal)                       NAVD 88
 LY1266
 LY1266  HORZ ORDER  -  SECOND
 LY1266  VERT ORDER  -  SECOND    CLASS 0
 LY1266
 LY1266.The horizontal coordinates were established by classical geodetic methods
 LY1266.and adjusted by the National Geodetic Survey in June 2002..
 LY1266
 LY1266.The orthometric height was determined by differential leveling
 LY1266.and adjusted by the National Geodetic Survey in June 1991..
 LY1266
 LY1266.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY1266
 LY1266.The geoid height was determined by GEOID03.
 LY1266
 LY1266.The dynamic height is computed by dividing the NAVD 88
 LY1266.geopotential number by the normal gravity value computed on the
 LY1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1266.degrees latitude (g = 980.6199 gals.).
 LY1266
 LY1266.The modeled gravity was interpolated from observed gravity values.
 LY1266
 LY1266;                    North         East     Units Scale Factor Converg.
 LY1266;SPC PA N     -   117,113.473   792,728.070   MT  0.99996412   +1 31 12.7
 LY1266;SPC PA N     -   384,229.79  2,600,808.68   sFT  0.99996412   +1 31 12.7
 LY1266;UTM  18      - 4,560,859.170   462,095.473   MT  0.99961768   -0 17 51.9
 LY1266
 LY1266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY1266!SPC PA N     -   0.99990908  x   0.99996412  =   0.99987321
 LY1266!UTM  18      -   0.99990908  x   0.99961768  =   0.99952680
 LY1266
 LY1266:                Primary Azimuth Mark                     Grid Az
 LY1266:SPC PA N     -  GOULDSBORO ATT MICROWAVE TOWER           033 25 49.2
 LY1266:UTM  18      -  GOULDSBORO ATT MICROWAVE TOWER           035 14 53.8
 LY1266
 LY1266|---------------------------------------------------------------------|
 LY1266| PID    Reference Object                     Distance      Geod. Az  |
 LY1266|                                                           dddmmss.s |
 LY1266| LY2707 GOULDSBORO ATT MICROWAVE TOWER      APPROX. 9.3 KM 0345701.9 |
 LY1266| LY2700 TOBYHANNA TROSPHERIC W MAST         APPROX. 2.4 KM 0735657.1 |
 LY1266| LY2699 RESERVOIR 1955                      APPROX. 2.4 KM 0742550.3 |
 LY1266| LY1265 KEIPEL RM 1                          16.321 METERS 08817     |
 LY1266| LY1267 KEIPEL AZ MK                                       1422254.7 |
 LY1266| LY1264 KEIPEL RM 2                          11.248 METERS 31213     |
 LY1266| LY2733 SCRANTON RAD WGEI FM CEN MAST       APPROX.35.4 KM 3155028.3 |
 LY1266|---------------------------------------------------------------------|
 LY1266
 LY1266                          SUPERSEDED SURVEY CONTROL
 LY1266
 LY1266  NAD 83(1996)-  41 11 53.55718(N)    075 27 07.40400(W) AD(       ) 2
 LY1266  NAD 83(1986)-  41 11 53.55819(N)    075 27 07.40337(W) AD(       ) 2
 LY1266  NAD 27      -  41 11 53.25490(N)    075 27 08.73960(W) AD(       ) 2
 LY1266  NGVD 29 (??/??/92)  611.904  (m)         2007.56   (f) ADJ UNCH    2 0
 LY1266
 LY1266.Superseded values are not recommended for survey control.
 LY1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1266.See file dsdata.txt to determine how the superseded data were derived.
 LY1266
 LY1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL6209560859(NAD 83)
 LY1266_MARKER: DB = BENCH MARK DISK
 LY1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1266_STAMPING: KEIPEL 1960
 LY1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1266+STABILITY: SURFACE MOTION
 LY1266
 LY1266  HISTORY     - Date     Condition        Report By
 LY1266  HISTORY     - 1960     MONUMENTED       CGS
 LY1266  HISTORY     - 1961     GOOD             NGS
 LY1266  HISTORY     - 1966     SEE DESCRIPTION  CGS
 LY1266  HISTORY     - 1966     GOOD             NGS
 LY1266
 LY1266                          STATION DESCRIPTION
 LY1266
 LY1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 LY1266'THE STATION IS LOCATED ON A HIGH TIMBER COVERED HILL, LOCALLY KNOWN
 LY1266'AS KEIPEL HILL, ABOUT 3.25 MILES SOUTH OF GOULDSBORO, 2.5 MILES
 LY1266'NORTHWEST OF TOBYHANNA, ON A HIGH CUT BANK THROUGH THE HILL ALONG THE
 LY1266'RIGHT-OF-WAY OF U.S. HIGHWAY 611 AND IS ON STATE HIGHWAY PROPERTY.
 LY1266'
 LY1266'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 611 AND STATE
 LY1266'HIGHWAY 940, ABOUT 0.4 MILE WEST OF THE RAILROAD STATION IN
 LY1266'TOBYHANNA, GO NORTH-NORTHWEST ON U.S. HIGHWAY 611 FOR 2.13 MILES TO
 LY1266'THE AZIMUTH MARK ON THE LEFT, WEST, SIDE OF THE HIGHWAY.  CONTINUE
 LY1266'NORTH ON U.S. HIGHWAY 611 FOR 0.15 MILE TO THE STATION ON THE RIGHT,
 LY1266'EAST, SIDE OF THE HIGHWAY.  THE STATION MAY BE DRIVEN TO BY
 LY1266'CONTINUING NORTH ON THE HIGHWAY FOR 0.2 MILE TO A DIM REVERSE Y-FORK
 LY1266'ON THE RIGHT.  TURN SHARP RIGHT AND GO SOUTH ON A DIM WOODS ROAD
 LY1266'FOR 0.23 MILE TO A DIM CROSSROAD.  TURN RIGHT AND GO SOUTH-
 LY1266'SOUTHWEST FOR ABOUT 150 FEET TO THE STATION.
 LY1266'
 LY1266'THE STATION MARK, A STANDARD DISK STAMPED KEIPEL 1960, IS SET IN THE
 LY1266'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 LY1266'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS ABOUT 80.0 FEET,
 LY1266'SLOPE, NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 611, 5.9 FEET
 LY1266'NORTHEAST OF A STANDARD METAL WITNESS POST AND MARKER AND IS ABOUT
 LY1266'20.0 FEET HIGHER THAN THE SURFACE OF THE HIGHWAY.
 LY1266'
 LY1266'REFERENCE MARK 1, A STANDARD DISK STAMPED KEIPEL NO 1 1960, IS SET IN
 LY1266'A DRILL HOLE WITH CONCRETE IN THE TOP OF A 2 X 2 FOOT BOULDER
 LY1266'PROJECTING ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 LY1266'140.0 FEET, SLOPE, NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY
 LY1266'611, 58.9 FEET EAST-SOUTHEAST OF A STANDARD METAL WITNESS POST AND
 LY1266'MARKER AND IS ABOUT 1.0 FOOT LOWER THAN THE STATION.
 LY1266'
 LY1266'REFERENCE MARK 2, A STANDARD DISK STAMPED KEIPEL NO 2 1960, IS SET IN
 LY1266'A DRILL HOLE WITH CONCRETE IN THE TOP OF A 3 X 4 FOOT BOULDER
 LY1266'PROJECTING ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 LY1266'79.0 FEET, SLOPE, NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY
 LY1266'611, 35.1 FEET NORTHWEST OF A STANDARD METAL WITNESS POST AND MARKER
 LY1266'AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 LY1266'
 LY1266'THE AZIMUTH MARK, A STANDARD DISK STAMPED KEIPEL 1960, IS CEMENTED IN
 LY1266'A DRILL HOLE IN THE TOP OF A CONCRETE ABUTMENT OF AN 18-INCH ROUND
 LY1266'CULVERT UNDER U.S. HIGHWAY 611.  IT IS 25.0 FEET WEST-SOUTHWEST OF
 LY1266'THE CENTERLINE OF U.S. HIGHWAY 611, 3.2 FEET SOUTH-SOUTHEAST OF A
 LY1266'STANDARD METAL WITNESS POST AND MARKER AND IS ABOUT THE SAME
 LY1266'ELEVATION AS THE SURFACE OF THE HIGHWAY.
 LY1266'
 LY1266'HEIGHT OF LIGHT ABOVE STATION MARK 26.00 METERS.
 LY1266
 LY1266                          STATION RECOVERY (1961)
 LY1266
 LY1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LY1266'2.3 MI NW FROM TOBYHANNA.
 LY1266'2.3 MILE NORTH WEST ALONG U.S. HWY 611 FROM THE JUNCTION OF
 LY1266'U.S. 611 AND STATE HWY 490 IN TOBYHANNA, ABOUT 80 FEET NORTH
 LY1266'EAST OF THE CENTERLINE OF U.S. 611, 6 FEET NORTH EAST OF
 LY1266'STANDARD METAL WITNESS POST, STANDARD TRIANGULATION DISK SET
 LY1266'IN TOP OF CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE THE
 LY1266'GROUND, ABOUT 20 FEET ABOVE THE LEVEL OF THE HIGHWAY, 53 1/2
 LY1266'FEET SOUTH OF RM 1, 37 FEET SOUTH EAST OF RM 2, STAMPED KEIPEL
 LY1266'1960.  NOTE-- THIS IS ABOUT 0.15 MILE NORTH WEST OF THE AZIMUTH.
 LY1266
 LY1266                          STATION RECOVERY (1966)
 LY1266
 LY1266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LY1266'THE STATION MARK, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH MARK
 LY1266'WERE RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN 1960 EXCEPT
 LY1266'R.M. 1 IS EAST OF THE STATION MARK.  LOCAL ENGINEERS STATED THAT THE
 LY1266'STATION MARK, REFERENCE MARKS NO. 1 AND 2 WOULD NOT BE IN THE WAY OF
 LY1266'THE NEAR FUTURE CONSTRUCTION ALONG U.S. HIGHWAY 611, BUT THE AZIMUTH
 LY1266'MARK WOULD POSSIBLY BE DESTROYED.  DUE TO THE TIMBER IN THE AREA
 LY1266'NO SUITABLE LOCATION WAS FOUND FOR ANOTHER AZIMUTH MARK.  THE DISK
 LY1266'WAS LEFT IN ITS ORIGINAL POSITION.  THIS MARK ALSO BEING AN
 LY1266'ELEVATION POINT IT WAS DEEMED NECESSARY TO ESTABLISH A NEW MARK. SEE
 LY1266'DESCRIPTION OF BECH MARK, KEIPEL AZI 1960 RESET.
 LY1266
 LY1266                          STATION RECOVERY (1966)
 LY1266
 LY1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 LY1266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1267 ***********************************************************************
 LY1267  DESIGNATION -  KEIPEL AZ MK
 LY1267  PID         -  LY1267
 LY1267  STATE/COUNTY-  PA/MONROE
 LY1267  USGS QUAD   -  TOBYHANNA (1994)
 LY1267
 LY1267                         *CURRENT SURVEY CONTROL
 LY1267  ___________________________________________________________________
 LY1267* NAD 83(1986)-  41 11 46.     (N)    075 26 59.     (W)     SCALED    
 LY1267* NAVD 88     -       606.047  (meters)    1988.34   (feet)  ADJUSTED  
 LY1267  ___________________________________________________________________
 LY1267  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LY1267  DYNAMIC HT  -         605.748 (meters)    1987.36  (feet)  COMP
 LY1267  MODELED GRAV-     980,109.6   (mgal)                       NAVD 88
 LY1267
 LY1267  VERT ORDER  -  SECOND    CLASS 0
 LY1267
 LY1267.The horizontal coordinates were scaled from a topographic map and have
 LY1267.an estimated accuracy of +/- 6 seconds.
 LY1267
 LY1267.The orthometric height was determined by differential leveling
 LY1267.and adjusted by the National Geodetic Survey in June 1991..
 LY1267
 LY1267.The geoid height was determined by GEOID03.
 LY1267
 LY1267.The dynamic height is computed by dividing the NAVD 88
 LY1267.geopotential number by the normal gravity value computed on the
 LY1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1267.degrees latitude (g = 980.6199 gals.).
 LY1267
 LY1267.The modeled gravity was interpolated from observed gravity values.
 LY1267
 LY1267;                    North         East    Units  Estimated Accuracy
 LY1267;SPC PA N     -   116,890.      792,930.      MT  (+/- 180 meters Scaled)
 LY1267
 LY1267                          SUPERSEDED SURVEY CONTROL
 LY1267
 LY1267  NGVD 29 (??/??/92)  606.243  (m)         1988.98   (f) ADJ UNCH    2 0
 LY1267
 LY1267.Superseded values are not recommended for survey control.
 LY1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1267.See file dsdata.txt to determine how the superseded data were derived.
 LY1267
 LY1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL622606(NAD 83)
 LY1267_MARKER: DZ = AZIMUTH MARK DISK
 LY1267_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1267_SP_SET: CULVERT ABUTMENT
 LY1267_STAMPING: KEIPEL 1960
 LY1267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1267
 LY1267  HISTORY     - Date     Condition        Report By
 LY1267  HISTORY     - 1960     MONUMENTED       CGS
 LY1267  HISTORY     - 1961     GOOD             NGS
 LY1267  HISTORY     - 1966     GOOD             NGS
 LY1267
 LY1267                          STATION DESCRIPTION
 LY1267
 LY1267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LY1267'2.2 MI NW FROM TOBYHANNA.
 LY1267'2.15 MILE NORTH WEST ALONG U.S. HWY 611 FROM THE JUNCTION OF
 LY1267'U.S. 611 AND STATE HWY 490 IN TOBYHANNA, SET IN CONCRETE
 LY1267'ABUTMENT OF AN 18 INCH ROUND CULVERT UNDER THE HIGHWAY, 3 FEET
 LY1267'SOUTH EAST OF A STANDARD METAL WITNESS POST, 25 FEET SOUTH WEST
 LY1267'OF THE CENTERLINE OF THE HIGHWAY, STANDARD DISK DRILLED IN
 LY1267'HORIZONTAL, STAMPED KEIPEL 1960 ABOUT LEVEL WITH THE
 LY1267'HIGHWAY.  NOTE-- THIS IS ABOUT 0.15 SOUTH EAST OF THE STATION.
 LY1267
 LY1267                          STATION RECOVERY (1966)
 LY1267
 LY1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 LY1267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1268 ***********************************************************************
 LY1268  DESIGNATION -  KEIPEL AZ MK RESET 1966
 LY1268  PID         -  LY1268
 LY1268  STATE/COUNTY-  PA/MONROE
 LY1268  USGS QUAD   -  TOBYHANNA (1994)
 LY1268
 LY1268                         *CURRENT SURVEY CONTROL
 LY1268  ___________________________________________________________________
 LY1268* NAD 83(1986)-  41 11 46.     (N)    075 26 59.     (W)     SCALED    
 LY1268* NAVD 88     -       606.86   (+/-2cm)    1991.0    (feet)  VERTCON   
 LY1268  ___________________________________________________________________
 LY1268  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LY1268
 LY1268  VERT ORDER  -  THIRD (See Below)
 LY1268
 LY1268.The horizontal coordinates were scaled from a topographic map and have
 LY1268.an estimated accuracy of +/- 6 seconds.
 LY1268
 LY1268.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY1268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY1268.The vertical order pertains to the NGVD 29 superseded value.
 LY1268
 LY1268.The geoid height was determined by GEOID03.
 LY1268
 LY1268;                    North         East    Units  Estimated Accuracy
 LY1268;SPC PA N     -   116,890.      792,930.      MT  (+/- 180 meters Scaled)
 LY1268
 LY1268                          SUPERSEDED SURVEY CONTROL
 LY1268
 LY1268  NGVD 29 (??/??/??)  607.05   (m)         1991.6    (f) RESET       3  
 LY1268
 LY1268.Superseded values are not recommended for survey control.
 LY1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1268.See file dsdata.txt to determine how the superseded data were derived.
 LY1268
 LY1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL622606(NAD 83)
 LY1268_MARKER: DZ = AZIMUTH MARK DISK
 LY1268_SETTING: 80 = SET IN A BOULDER
 LY1268_SP_SET: BOULDER
 LY1268_STAMPING: KEIPEL AZI 1960 RESET 1966
 LY1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1268+STABILITY: SURFACE MOTION
 LY1268
 LY1268  HISTORY     - Date     Condition        Report By
 LY1268  HISTORY     - 1966     MONUMENTED       CGS
 LY1268
 LY1268                          STATION DESCRIPTION
 LY1268
 LY1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LY1268'2.2 MI NW FROM TOBYHANNA.
 LY1268'2.15 MILES NORTHWEST ALONG U.S. HWY. 611 FROM THE JUNCTION OF
 LY1268'U.S. HWY. AND STATE HWY. 423 IN TOBYHANNA.  A STANDARD BENCH
 LY1268'MARK DISK CEMENTED IN A DRILLED HOLE IN A 3 FT X 10 FT BOULDER
 LY1268'WHICH PROJECTS 1 1/2 FEET ABOVE THE GROUND.  IT IS 114 FEET
 LY1268'NORTHEAST OF THE CENTER OF U.S. HWY. 611 AND 3.4 FEET NORTH OF
 LY1268'A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1265 ***********************************************************************
 LY1265  DESIGNATION -  KEIPEL RM 1
 LY1265  PID         -  LY1265
 LY1265  STATE/COUNTY-  PA/MONROE
 LY1265  USGS QUAD   -  TOBYHANNA (1994)
 LY1265
 LY1265                         *CURRENT SURVEY CONTROL
 LY1265  ___________________________________________________________________
 LY1265* NAD 83(1986)-  41 11 53.     (N)    075 27 07.     (W)     SCALED    
 LY1265* NAVD 88     -       611.233  (meters)    2005.35   (feet)  ADJUSTED  
 LY1265  ___________________________________________________________________
 LY1265  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LY1265  DYNAMIC HT  -         610.932 (meters)    2004.37  (feet)  COMP
 LY1265  MODELED GRAV-     980,110.2   (mgal)                       NAVD 88
 LY1265
 LY1265  VERT ORDER  -  SECOND    CLASS 0
 LY1265
 LY1265.The horizontal coordinates were scaled from a topographic map and have
 LY1265.an estimated accuracy of +/- 6 seconds.
 LY1265
 LY1265.The orthometric height was determined by differential leveling
 LY1265.and adjusted by the National Geodetic Survey in June 1991..
 LY1265
 LY1265.The geoid height was determined by GEOID03.
 LY1265
 LY1265.The dynamic height is computed by dividing the NAVD 88
 LY1265.geopotential number by the normal gravity value computed on the
 LY1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1265.degrees latitude (g = 980.6199 gals.).
 LY1265
 LY1265.The modeled gravity was interpolated from observed gravity values.
 LY1265
 LY1265;                    North         East    Units  Estimated Accuracy
 LY1265;SPC PA N     -   117,100.      792,740.      MT  (+/- 180 meters Scaled)
 LY1265
 LY1265                          SUPERSEDED SURVEY CONTROL
 LY1265
 LY1265  NGVD 29 (??/??/92)  611.430  (m)         2006.00   (f) ADJ UNCH    2 0
 LY1265
 LY1265.Superseded values are not recommended for survey control.
 LY1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1265.See file dsdata.txt to determine how the superseded data were derived.
 LY1265
 LY1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL621608(NAD 83)
 LY1265_MARKER: DR = REFERENCE MARK DISK
 LY1265_SETTING: 80 = SET IN A BOULDER
 LY1265_SP_SET: BOULDER
 LY1265_STAMPING: KEIPEL NO 1 1960
 LY1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1265+STABILITY: SURFACE MOTION
 LY1265
 LY1265  HISTORY     - Date     Condition        Report By
 LY1265  HISTORY     - 1960     MONUMENTED       CGS
 LY1265  HISTORY     - 1961     GOOD             NGS
 LY1265  HISTORY     - 1966     GOOD             NGS
 LY1265
 LY1265                          STATION DESCRIPTION
 LY1265
 LY1265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LY1265'2.3 MI NW FROM TOBYHANNA.
 LY1265'2.3 MILE NORTH WEST ALONG U.S. HWY 611 FROM THE JUNCTION OF
 LY1265'U.S. 611 AND STATE HWY 490 IN TOBYHANNA, DRILLED IN TOP OF A
 LY1265'2 FT X 2 FT BOULDER PROJECTING ABOUT 3 INCHES, 59 FEET SOUTH
 LY1265'EAST OF A STANDARD METAL WITNESS POST, ABOUT 140 FEET NORTH
 LY1265'EAST OF THE CENTERLINE OF THE HIGHWAY, 53 1/2 FEET NORTH OF
 LY1265'THE STATION, STANDARD REFERENCE MARK DISK DRILLED IN HORIZONTAL,
 LY1265'STAMPED KEIPEL NO. 1 1960.
 LY1265
 LY1265                          STATION RECOVERY (1966)
 LY1265
 LY1265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 LY1265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1264 ***********************************************************************
 LY1264  DESIGNATION -  KEIPEL RM 2
 LY1264  PID         -  LY1264
 LY1264  STATE/COUNTY-  PA/MONROE
 LY1264  USGS QUAD   -  TOBYHANNA (1994)
 LY1264
 LY1264                         *CURRENT SURVEY CONTROL
 LY1264  ___________________________________________________________________
 LY1264* NAD 83(1986)-  41 11 53.     (N)    075 27 07.     (W)     SCALED    
 LY1264* NAVD 88     -       611.547  (meters)    2006.38   (feet)  ADJUSTED  
 LY1264  ___________________________________________________________________
 LY1264  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 LY1264  DYNAMIC HT  -         611.246 (meters)    2005.40  (feet)  COMP
 LY1264  MODELED GRAV-     980,110.2   (mgal)                       NAVD 88
 LY1264
 LY1264  VERT ORDER  -  SECOND    CLASS 0
 LY1264
 LY1264.The horizontal coordinates were scaled from a topographic map and have
 LY1264.an estimated accuracy of +/- 6 seconds.
 LY1264
 LY1264.The orthometric height was determined by differential leveling
 LY1264.and adjusted by the National Geodetic Survey in June 1991..
 LY1264
 LY1264.The geoid height was determined by GEOID03.
 LY1264
 LY1264.The dynamic height is computed by dividing the NAVD 88
 LY1264.geopotential number by the normal gravity value computed on the
 LY1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1264.degrees latitude (g = 980.6199 gals.).
 LY1264
 LY1264.The modeled gravity was interpolated from observed gravity values.
 LY1264
 LY1264;                    North         East    Units  Estimated Accuracy
 LY1264;SPC PA N     -   117,100.      792,740.      MT  (+/- 180 meters Scaled)
 LY1264
 LY1264                          SUPERSEDED SURVEY CONTROL
 LY1264
 LY1264  NGVD 29 (??/??/92)  611.744  (m)         2007.03   (f) ADJ UNCH    2 0
 LY1264
 LY1264.Superseded values are not recommended for survey control.
 LY1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1264.See file dsdata.txt to determine how the superseded data were derived.
 LY1264
 LY1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL621608(NAD 83)
 LY1264_MARKER: DR = REFERENCE MARK DISK
 LY1264_SETTING: 80 = SET IN A BOULDER
 LY1264_SP_SET: BOULDER
 LY1264_STAMPING: KEIPEL NO 2 1960
 LY1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1264+STABILITY: SURFACE MOTION
 LY1264
 LY1264  HISTORY     - Date     Condition        Report By
 LY1264  HISTORY     - 1960     MONUMENTED       CGS
 LY1264  HISTORY     - 1961     GOOD             NGS
 LY1264  HISTORY     - 1966     GOOD             NGS
 LY1264
 LY1264                          STATION DESCRIPTION
 LY1264
 LY1264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LY1264'2.3 MI NW FROM TOBYHANNA.
 LY1264'2.3 MILE NORTH WEST ALONG U.S. HWY 611 FROM THE JUNCTION OF
 LY1264'U.S. 611 AND STATE HWY 490 IN TOBYHANNA, DRILLED IN TOP OF A
 LY1264'3 FT X 4 FT BOULDER PROJECTING ABOUT 6 INCHES, 35 FEET NORTH
 LY1264'WEST OF STANDARD METAL WITNESS POST, ABOUT 79 FEET NORTH EAST
 LY1264'OF THE CENTERLINE OF THE HIGHWAY, 37 FEET NORTH WEST OF THE
 LY1264'STATION, STANDARD REFERENCE MARK DISK DRILLED IN HORIZONTAL,
 LY1264'STAMPED KEIPEL NO. 2 1960.
 LY1264
 LY1264                          STATION RECOVERY (1966)
 LY1264
 LY1264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 LY1264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2109 ***********************************************************************
 KX2109  DESIGNATION -  KEISTER
 KX2109  PID         -  KX2109
 KX2109  STATE/COUNTY-  PA/ALLEGHENY
 KX2109  USGS QUAD   -  NEW KENSINGTON WEST (1993)
 KX2109
 KX2109                         *CURRENT SURVEY CONTROL
 KX2109  ___________________________________________________________________
 KX2109* NAD 83(1992)-  40 31 39.71371(N)    079 47 18.89852(W)     ADJUSTED  
 KX2109* NAVD 88     -       409.     (meters)    1342.     (feet)  SCALED    
 KX2109  ___________________________________________________________________
 KX2109  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 KX2109  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KX2109
 KX2109  HORZ ORDER  -  SECOND
 KX2109
 KX2109.The horizontal coordinates were established by classical geodetic methods
 KX2109.and adjusted by the National Geodetic Survey in June 2002..
 KX2109
 KX2109.The orthometric height was scaled from a topographic map.
 KX2109
 KX2109.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2109
 KX2109.The geoid height was determined by GEOID03.
 KX2109
 KX2109;                    North         East     Units Scale Factor Converg.
 KX2109;SPC PA S     -   134,610.261   427,287.157   MT  0.99996040   -1 19 21.4
 KX2109;SPC PA S     -   441,633.83  1,401,857.95   sFT  0.99996040   -1 19 21.4
 KX2109;UTM  17      - 4,487,034.166   602,607.017   MT  0.99972959   +0 47 14.2
 KX2109
 KX2109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2109!SPC PA S     -   0.99994115  x   0.99996040  =   0.99990155
 KX2109!UTM  17      -   0.99994115  x   0.99972959  =   0.99967075
 KX2109
 KX2109|---------------------------------------------------------------------|
 KX2109| PID    Reference Object                     Distance      Geod. Az  |
 KX2109|                                                           dddmmss.s |
 KX2109| CX3941 KEISTER RM 1                         15.661 METERS 04933     |
 KX2109| CX3940 KEISTER AZ MK                                      0745232.8 |
 KX2109| KX2110 MCKELVEY                             13.582 METERS 20920     |
 KX2109| KX2111 COLFAX DCP                          453.937 METERS 3205841.7 |
 KX2109|---------------------------------------------------------------------|
 KX2109
 KX2109                          SUPERSEDED SURVEY CONTROL
 KX2109
 KX2109  NAD 83(1995)-  40 31 39.71696(N)    079 47 18.90281(W) AD(       ) 2
 KX2109  NAD 83(1986)-  40 31 39.71820(N)    079 47 18.90506(W) AD(       ) 2
 KX2109  NAD 27      -  40 31 39.47470(N)    079 47 19.73430(W) AD(       ) 2
 KX2109
 KX2109.Superseded values are not recommended for survey control.
 KX2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2109.See file dsdata.txt to determine how the superseded data were derived.
 KX2109
 KX2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE0260787034(NAD 83)
 KX2109_MARKER: DS = TRIANGULATION STATION DISK
 KX2109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2109
 KX2109  HISTORY     - Date     Condition        Report By
 KX2109  HISTORY     - 1958     MONUMENTED       CGS
 KX2109
 KX2109                          STATION DESCRIPTION
 KX2109
 KX2109'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2109'THE STATION IS LOCATED ON THE NORTHEAST END OF A NARROW HOG BACK
 KX2109'RIDGE, ABOUT 3 MILES NORTHEAST OF OAKMONT, 3 MILES
 KX2109'SOUTH-SOUTHWEST OF NEW KENSINGTON, 1.0 MILE SOUTH OF THE ALLEGHENY
 KX2109'RIVER AND ON PROPERTY OWNED BY MR. W.H.  KEISTER.
 KX2109'
 KX2109'TO REACH THE STATION FROM THE NORTHWEST END OF TOLL BRIDGE IN THE
 KX2109'SOUTH END OF TARENTUM, GO SOUTHEAST ACROSS TOLL BRIDGE FOR 1.1
 KX2109'MILE TO CROSSROAD AT RED LIGHT, CONTINUE STRAIGHT AHEAD FOR 2.35
 KX2109'MILES AROUND THE EAST SIDE OF NEW KENSINGTON TO THE
 KX2109'INTERSECTION OF STATE HIGHWAY 366, CONTINUE STRAIGHT AHEAD ON STATE
 KX2109'HIGHWAY 366 FOR 0.15 MILE TO A FORK, TAKE RIGHT FORK TOWARD
 KX2109'OAKMONT FOR 0.85 MILES TO A FORK AND SIGN ORANGE BELT E., TAKE RIGHT
 KX2109'FORK STRAIGHT AHEAD FOR 1.4 MILES TO THE CREST OF HILL
 KX2109'AND A SIDE ROAD ON THE LEFT AND THE AZIMUTH MARK ON THE LEFT.
 KX2109'CONTINUE STRAIGHT AHEAD FOR 0.45 MILE TO THE CREST OF HILL, CONTINUE
 KX2109'STRAIGHT AHEAD, DOWN HILL, FOR 0.05 MILE TO A NARROW DRIVEWAY
 KX2109'ON THE LEFT, TURN LEFT AND FOLLOW DRIVEWAY FOR 0.1 MILE TO A BRICK
 KX2109'HOUSE ON THE RIGHT, THENCE LEFT UPHILL ON DIM TRACK ROAD FOR
 KX2109'0.15 MILE TO THE STATION.
 KX2109'
 KX2109'STATION MARKS ARE STANDARD DISKS STAMPED KEISTER 1958. THE SURFACE
 KX2109'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1
 KX2109'INCH. IT IS 92 FEET SOUTH-SOUTHWEST OF THE CENTER OF A 10 BY 12 FOOT
 KX2109'CONCRETE SLAB. A STANDARD WITNESS POST WAS SET 1.5 FEET
 KX2109'NORTH-NORTHEAST OF THE MARK. THE UNDERGROUND DISK IS SET IN AN
 KX2109'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF
 KX2109'THE GROUND.
 KX2109'
 KX2109'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED KEISTER NO 1 1958, IS
 KX2109'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES. IT IS
 KX2109'52.5 FEET SOUTH OF THE CENTER OF A 10 BY 12 FOOT CONCRETE SLAB.
 KX2109'
 KX2109'REFERENCE MARK NO. 2, A STANDARD U.S. GEOLOGICAL SURVEY STATION DISK,
 KX2109'NO STAMPING, IS SET IN A 5 INCH SQUARE MARBLE POST WHICH
 KX2109'PROJECTS 6 INCHES. IT IS SOUTHWEST OF THE STATION AND ABOUT THE SAME
 KX2109'ELEVATION AS THE STATION.
 KX2109'
 KX2109'AZIMUTH MARK, A STANDARD DISK STAMPED KEISTER 1958, IS SET IN A
 KX2109'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS 22 FEET
 KX2109'WEST OF THE CENTER OF REPP ROAD, 28 FEET SOUTH OF THE CENTER OF THE
 KX2109'SURFACED ROAD AND IN THE NORTHEAST CORNER OF A FIELD. A
 KX2109'STANDARD WITNESS POST WAS SET 3 FEET SOUTHEAST OF THE MARK.
 KX2109'
 KX2109'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1658 ***********************************************************************
 LZ1658  DESIGNATION -  KEITH
 LZ1658  PID         -  LZ1658
 LZ1658  STATE/COUNTY-  PA/TIOGA
 LZ1658  USGS QUAD   -  BLOSSBURG (1986)
 LZ1658
 LZ1658                         *CURRENT SURVEY CONTROL
 LZ1658  ___________________________________________________________________
 LZ1658* NAD 83(1992)-  41 44 09.47700(N)    077 06 17.15475(W)     ADJUSTED  
 LZ1658* NAVD 88     -       538.3    (meters)    1766.     (feet)  VERTCON   
 LZ1658  ___________________________________________________________________
 LZ1658  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 LZ1658  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 LZ1658
 LZ1658  HORZ ORDER  -  SECOND
 LZ1658
 LZ1658.The horizontal coordinates were established by classical geodetic methods
 LZ1658.and adjusted by the National Geodetic Survey in June 2002..
 LZ1658
 LZ1658.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1658
 LZ1658.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1658
 LZ1658.The geoid height was determined by GEOID03.
 LZ1658
 LZ1658;                    North         East     Units Scale Factor Converg.
 LZ1658;SPC PA N     -   174,478.886   653,676.629   MT  0.99997226   +0 25 36.7
 LZ1658;SPC PA N     -   572,436.15  2,144,604.07   sFT  0.99997226   +0 25 36.7
 LZ1658;UTM  18      - 4,622,602.199   324,965.075   MT  0.99997702   -1 24 05.4
 LZ1658
 LZ1658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1658!SPC PA N     -   0.99992067  x   0.99997226  =   0.99989294
 LZ1658!UTM  18      -   0.99992067  x   0.99997702  =   0.99989770
 LZ1658
 LZ1658|---------------------------------------------------------------------|
 LZ1658| PID    Reference Object                     Distance      Geod. Az  |
 LZ1658|                                                           dddmmss.s |
 LZ1658| CK7605 KEITH RM 1                            6.322 METERS 09226     |
 LZ1658| LZ0835 KEITH AZ MK                                        1244247.8 |
 LZ1658| CK7606 KEITH RM 2                            6.933 METERS 26407     |
 LZ1658|---------------------------------------------------------------------|
 LZ1658
 LZ1658                          SUPERSEDED SURVEY CONTROL
 LZ1658
 LZ1658  NAD 83(1996)-  41 44 09.47588(N)    077 06 17.15538(W) AD(       ) 2
 LZ1658  NAD 83(1986)-  41 44 09.47811(N)    077 06 17.15130(W) AD(       ) 2
 LZ1658  NAD 27      -  41 44 09.21438(N)    077 06 18.26111(W) AD(       ) 2
 LZ1658  NGVD 29 (07/19/86)  538.4    (m)         1766.     (f) VERT ANG       
 LZ1658
 LZ1658.Superseded values are not recommended for survey control.
 LZ1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1658.See file dsdata.txt to determine how the superseded data were derived.
 LZ1658
 LZ1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM2496522602(NAD 83)
 LZ1658_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1658
 LZ1658  HISTORY     - Date     Condition        Report By
 LZ1658  HISTORY     - 1968     MONUMENTED       CGS
 LZ1658  HISTORY     - 1977     GOOD             PADT
 LZ1658
 LZ1658                          STATION DESCRIPTION
 LZ1658
 LZ1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (WMJ)
 LZ1658'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTH-SOUTHWEST OF MANSFIELD 5
 LZ1658'MILES NORTHWEST OF BLOSSBURG AND 1.5 MILES SOUTHWEST OF
 LZ1658'COVINGTON.  IT IS 160 YARDS EAST OF THE HIGHEST POINT OF A HIGH HILL
 LZ1658'ON PROPERTY OWNED BY MR. THOMAS RIDGE.
 LZ1658'
 LZ1658'TO REACH THE STATION FROM THE POST OFFICE IN COVINGTON, GO WEST ON
 LZ1658'THE PAVED ROAD FOR 1.1 MILES TO MR. RIDGES HOUSE ON THE LEFT,
 LZ1658'CONTINUE WEST ON THE PAVED ROAD FOR 0.15 MILE TO A FORK, TAKE THE
 LZ1658'LEFT FORK AND CONTINUE WEST ON A GRAVELED ROAD FOR 0.55 MILE TO A
 LZ1658'REVERSE Y-FORK ON THE LEFT, TURN SHARP LEFT AND GO NORTHEAST ON A
 LZ1658'TRACK ROAD FOR 0.05 MILE TO A LOCKED GATE, PASS THROUGH GATE AND
 LZ1658'CONTINUE NORTHEAST ON THE TRACK ROAD FOR 0.1 MILE TO A NORTH-SOUTH
 LZ1658'TREE LINE, TURN RIGHT AND GO SOUTH ALONG THE WEST SIDE OF TREE
 LZ1658'LINE FOR 0.15 MILE TO A EAST-WEST TREE LINE, TURN RIGHT AND GO WEST
 LZ1658'ALONG THE SOUTH SIDE OF TREE LINE FOR 0.05 MILE, TURN LEFT AND GO
 LZ1658'SOUTH FOR 0.1 MILE TO A EAST-WEST FENCE LINE AND THE STATION.
 LZ1658'
 LZ1658'THE STATION MARK IS 158 FEET SOUTH-SOUTHEAST OF A 12-INCH TRIANGULAR
 LZ1658'BLAZED HICKORY TREE, 9 FEET NORTH OF A ROCK FENCE, 4.6 FEET NORTH OF
 LZ1658'A WIRE FENCE AND 4.4 FEET NORTH-NORTHWEST OF A METAL WITNESS POST.
 LZ1658'THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 LZ1658'PROJECTING 3 INCHES AND IS STAMPED KEITH 1968.
 LZ1658'
 LZ1658'REFERENCE MARK NO. 1 IS 19.4 FEET EAST OF A METAL WITNESS POST, 6
 LZ1658'FEET NORTH OF THE ROCK FENCE AND 2.5 FEET NORTH OF THE WIRE
 LZ1658'FENCE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 LZ1658'CONCRETE POST PROJECTING 4 INCHES AND IS STAMPED KEITH NO 1
 LZ1658'1968.
 LZ1658'
 LZ1658'REFERENCE MARK NO. 2 IS 24.7 FEET WEST-NORTHWEST OF THE METAL WITNESS
 LZ1658'POST, 6 FEET NORTH OF THE ROCK FENCE AND 2.8 FEET NORTH OF THE WIRE
 LZ1658'FENCE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 LZ1658'CONCRETE POST PROJECTING 2 INCHES AND IS STAMPED KEITH NO 2 1968.
 LZ1658'
 LZ1658'THE AZIMUTH MARK IS 33 FEET WEST-NORTHWEST OF THE CENTERLINE OF U.S.
 LZ1658'HIGHWAY 15, 27 FEET NORTH-NORTHEAST OF A EAST-WEST FENCE LINE AND
 LZ1658'2.5 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.  THE MARK IS A
 LZ1658'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 LZ1658'PROJECTING 3 INCHES AND IS STAMPED KEITH 1968.
 LZ1658'
 LZ1658'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN COVINGTON, GO EAST
 LZ1658'ON THE PAVED ROAD FOR 0.05 MILE TO THE JUNCTION OF U.S. HIGHWAY 15,
 LZ1658'TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY 15 FOR 1.25 MILES TO A STEEL
 LZ1658'BRIDGE, CONTINUE SOUTH ON U.S.  HIGHWAY 15 FOR 0.15 MILE TO THE
 LZ1658'SOUTHEAST CORNER OF A CLEARED FIELD AND THE MARK ON THE RIGHT.
 LZ1658'
 LZ1658'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LZ1658
 LZ1658                          STATION RECOVERY (1977)
 LZ1658
 LZ1658'RECOVERY NOTE BY PA DEPT OF TRANSP 1977
 LZ1658'KEITH 1968 RECOVERED GOOD.
 LZ1658'
 LZ1658'KEITH NO. 1 AND NO. 2 RECOVERED GOOD.
 LZ1658'
 LZ1658'KEITH 1968 (AZIM) RECOVERED GOOD. (DISTANCE NOW AVAILABLE BTWN
 LZ1658'STATION AND AZIMUTH).
 LZ1658'
 LZ1658'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES SOUTHWEST OF
 LZ1658'COVINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0835 ***********************************************************************
 LZ0835  DESIGNATION -  KEITH AZ MK
 LZ0835  PID         -  LZ0835
 LZ0835  STATE/COUNTY-  PA/TIOGA
 LZ0835  USGS QUAD   -  BLOSSBURG (1986)
 LZ0835
 LZ0835                         *CURRENT SURVEY CONTROL
 LZ0835  ___________________________________________________________________
 LZ0835* NAD 83(1986)-  41 43 28.     (N)    077 04 59.     (W)     SCALED    
 LZ0835* NAVD 88     -       375.644  (meters)    1232.43   (feet)  ADJUSTED  
 LZ0835  ___________________________________________________________________
 LZ0835  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 LZ0835  DYNAMIC HT  -         375.482 (meters)    1231.89  (feet)  COMP
 LZ0835  MODELED GRAV-     980,181.8   (mgal)                       NAVD 88
 LZ0835
 LZ0835  VERT ORDER  -  SECOND    CLASS 0
 LZ0835
 LZ0835.The horizontal coordinates were scaled from a topographic map and have
 LZ0835.an estimated accuracy of +/- 6 seconds.
 LZ0835
 LZ0835.The orthometric height was determined by differential leveling
 LZ0835.and adjusted by the National Geodetic Survey in June 1991..
 LZ0835
 LZ0835.The geoid height was determined by GEOID03.
 LZ0835
 LZ0835.The dynamic height is computed by dividing the NAVD 88
 LZ0835.geopotential number by the normal gravity value computed on the
 LZ0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0835.degrees latitude (g = 980.6199 gals.).
 LZ0835
 LZ0835.The modeled gravity was interpolated from observed gravity values.
 LZ0835
 LZ0835;                    North         East    Units  Estimated Accuracy
 LZ0835;SPC PA N     -   173,210.      655,490.      MT  (+/- 180 meters Scaled)
 LZ0835
 LZ0835                          SUPERSEDED SURVEY CONTROL
 LZ0835
 LZ0835  NGVD 29 (??/??/92)  375.785  (m)         1232.89   (f) ADJ UNCH    2 0
 LZ0835
 LZ0835.Superseded values are not recommended for survey control.
 LZ0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0835.See file dsdata.txt to determine how the superseded data were derived.
 LZ0835
 LZ0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM267212(NAD 83)
 LZ0835_MARKER: DZ = AZIMUTH MARK DISK
 LZ0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0835_STAMPING: KEITH 1968
 LZ0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0835+STABILITY: SURFACE MOTION
 LZ0835
 LZ0835  HISTORY     - Date     Condition        Report By
 LZ0835  HISTORY     - 1968     MONUMENTED       CGS
 LZ0835  HISTORY     - 1969     GOOD             NGS
 LZ0835  HISTORY     - 1977     GOOD             PADT
 LZ0835
 LZ0835                          STATION DESCRIPTION
 LZ0835
 LZ0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ0835'1.4 MI S FROM COVINGTON.
 LZ0835'1.4 MILES SOUTH ALONG U.S. HIGHWAY 15 FROM THE POST OFFICE IN
 LZ0835'COVINGTON, AT THE SOUTHEAST CORNER OF A CLEARED FIELD, 33 FEET
 LZ0835'WEST-NORTHWEST OF THE CENTERLINE OF HIGHWAY, 27 FEET
 LZ0835'NORTH-NORTHEAST OF A EAST-WEST FENCE LINE, 2.5 FEET SOUTH OF A
 LZ0835'METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE POST PROJECTING
 LZ0835'3-INCHES AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 LZ0835
 LZ0835                          STATION RECOVERY (1977)
 LZ0835
 LZ0835'RECOVERY NOTE BY PA DEPT OF TRANSP 1977
 LZ0835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2039 ***********************************************************************
 MA2039  DESIGNATION -  KELLEY
 MA2039  PID         -  MA2039
 MA2039  STATE/COUNTY-  PA/BUTLER
 MA2039  USGS QUAD   -  EAU CLAIRE (1979)
 MA2039
 MA2039                         *CURRENT SURVEY CONTROL
 MA2039  ___________________________________________________________________
 MA2039* NAD 83(1992)-  41 09 23.57298(N)    079 50 29.16216(W)     ADJUSTED  
 MA2039* NAVD 88     -       488.     (meters)    1601.     (feet)  SCALED    
 MA2039  ___________________________________________________________________
 MA2039  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 MA2039  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 MA2039
 MA2039  HORZ ORDER  -  FIRST
 MA2039
 MA2039.The horizontal coordinates were established by classical geodetic methods
 MA2039.and adjusted by the National Geodetic Survey in June 2002..
 MA2039
 MA2039.The orthometric height was scaled from a topographic map.
 MA2039
 MA2039.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2039
 MA2039.The geoid height was determined by GEOID03.
 MA2039
 MA2039;                    North         East     Units Scale Factor Converg.
 MA2039;SPC PA S     -   204,528.840   424,464.017   MT  1.00003537   -1 21 24.9
 MA2039;SPC PA S     -   671,025.04  1,392,595.70   sFT  1.00003537   -1 21 24.9
 MA2039;SPC PA N     -   112,049.178   424,476.642   MT  0.99996715   -1 23 00.8
 MA2039;SPC PA N     -   367,614.68  1,392,637.12   sFT  0.99996715   -1 23 00.8
 MA2039;UTM  17      - 4,556,782.466   597,207.174   MT  0.99971629   +0 45 45.1
 MA2039
 MA2039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2039!SPC PA S     -   0.99992873  x   1.00003537  =   0.99996410
 MA2039!SPC PA N     -   0.99992873  x   0.99996715  =   0.99989588
 MA2039!UTM  17      -   0.99992873  x   0.99971629  =   0.99964504
 MA2039
 MA2039:                Primary Azimuth Mark                     Grid Az
 MA2039:SPC PA S     -  CHICAGO NEW YORK AIRWAY BCN 41           001 51 30.8
 MA2039:SPC PA N     -  CHICAGO NEW YORK AIRWAY BCN 41           001 53 06.7
 MA2039:UTM  17      -  CHICAGO NEW YORK AIRWAY BCN 41           359 44 20.8
 MA2039
 MA2039|---------------------------------------------------------------------|
 MA2039| PID    Reference Object                     Distance      Geod. Az  |
 MA2039|                                                           dddmmss.s |
 MA2039| MA2040 CHICAGO NEW YORK AIRWAY BCN 41      APPROX. 8.0 KM 0003005.9 |
 MA2039| MA2041 KELLEY AZ MK RESET                  APPROX. 0.9 KM 1141202.4 |
 MA2039| CX3942 KELLEY AZ MK                                       1151830.9 |
 MA2039| CX3943 KELLEY RM 1                          86.441 METERS 20602     |
 MA2039| MB1920 US STEEL MINE 5 WATER TANK          APPROX.28.2 KM 2663104.0 |
 MA2039| CX3944 KELLEY RM 2                          72.171 METERS 33659     |
 MA2039| MA2038 KELLEY 2                            APPROX. 0.6 KM 3553314.4 |
 MA2039|---------------------------------------------------------------------|
 MA2039
 MA2039                          SUPERSEDED SURVEY CONTROL
 MA2039
 MA2039  NAD 83(1995)-  41 09 23.57546(N)    079 50 29.16317(W) AD(       ) 1
 MA2039  NAD 83(1986)-  41 09 23.57639(N)    079 50 29.16552(W) AD(       ) 1
 MA2039  NAD 27      -  41 09 23.35700(N)    079 50 29.97800(W) AD(       ) 1
 MA2039
 MA2039.Superseded values are not recommended for survey control.
 MA2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2039.See file dsdata.txt to determine how the superseded data were derived.
 MA2039
 MA2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF9720756782(NAD 83)
 MA2039_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2039
 MA2039  HISTORY     - Date     Condition        Report By
 MA2039  HISTORY     - 1935     MONUMENTED       CGS
 MA2039  HISTORY     - 1958     SEE DESCRIPTION  CGS
 MA2039  HISTORY     - 1961     SEE DESCRIPTION  CGS
 MA2039
 MA2039                          STATION DESCRIPTION
 MA2039
 MA2039'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 MA2039'THE STATION IS 4.4 MILES BY ROAD NORTHWEST OF EAU CLAIRE, 8.2 MILES
 MA2039'BY ROAD SOUTHEAST OF CLINTONVILLE, ON THE HIGHEST POINT OF
 MA2039'A PASTURE HILL OWNED BY HARRY KELLEY.
 MA2039'
 MA2039'TO REACH FROM EAU CLAIRE, GO WEST ON A CINDER ROAD THAT TURNS INTO A
 MA2039'PAVED ROAD, 2.7 MILES TO A T-ROAD LEADING SHARPLY TO THE
 MA2039'RIGHT, OPPOSITE A SMALL GREEN HOUSE.  HERE TURN RIGHT ON A DIRT ROAD
 MA2039'AND GO 0.6 MILE TO A FORK.  HERE TAKE LEFT FORK AND
 MA2039'GO 1.1 MILES TO THE KELLEY HOUSE ON THE WEST SIDE OF THE ROAD.  PASS
 MA2039'THROUGH THE GATE AND FOLLOW THE LANE WESTERLY TO THE
 MA2039'PASTURE.  THE STATION IS ABOUT 0.25 MILE SOUTHWEST OF THE KELLEY
 MA2039'HOUSE, ON THE HIGHEST POINT OF THE HILL, AND AT THE CENTER OF
 MA2039'THE OPEN SPACE BETWEEN THE WOODS ON THE NORTHWEST AND
 MA2039'SOUTHEAST.  THE MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND, A
 MA2039'BLOCK OF CONCRETE 14 INCHES SQUARE.  THE MARK IS STAMPED
 MA2039'KELLEY 1935.
 MA2039'
 MA2039'REFERENCE MARK NO. 1 IS 86.454 METERS (283.600 FEET) SOUTHEAST OF THE
 MA2039'STATION, AT THE SOUTH EDGE OF THE PASTURE.  THE MARK
 MA2039'PROJECTS 10 INCHES.  IT IS STAMPED KELLEY NO. 1 1935.
 MA2039'
 MA2039'REFERENCE MARK NO. 2 IS 72.166 METERS (236.700 FEET) NORTHWEST OF THE
 MA2039'STATION, AT THE NORTHWEST EDGE OF THE PASTURE.  THE MARK PROJECTS
 MA2039'6 INCHES.  IT IS STAMPED KELLEY NO. 2 1935.
 MA2039'
 MA2039'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE EAST OF THE STATION, 0.5
 MA2039'MILE EAST-NORTHEAST OF A CHURCH AND GRAVEYARD, 16
 MA2039'PACES SOUTHEAST OF A CURVE IN THE ROAD, 3 PACES EAST OF A DIM DIRT
 MA2039'ROAD THAT INTERSECTS THE MAIN DIRT ROAD AT THE CURVE.
 MA2039'THE MARK PROJECTS 8 INCHES.  IT IS STAMPED KELLEY 1935.
 MA2039'
 MA2039'A 90-FOOT TOWER USED.
 MA2039'
 MA2039'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE AS DESCRIBED IN
 MA2039'NOTES 1A, 7A AND 11A.
 MA2039
 MA2039                          STATION RECOVERY (1958)
 MA2039
 MA2039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JEG)
 MA2039'STATION AND REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.
 MA2039'THE DESCRIPTION OF AND TO THE STATION ARE ADEQUATE.
 MA2039'
 MA2039'THE AZIMUTH MARK WAS RECOVERED BUT IT HAD BEEN PULLED FROM THE
 MA2039'GROUND.  THE MARK WAS RESET AND IN A NEW LOCATION
 MA2039'DUE TO TREE AND SHRUBBERY GROWTH.  A COMPLETE NEW DESCRIPTION OF HOW
 MA2039'TO REACH THE AZIMUTH MARK FOLLOWS.
 MA2039'
 MA2039'AZIMUTH MARK IS REACHED FROM THE STATION BY GOING EAST, ON A WINDING
 MA2039'ROAD, PASS AN OLD BARN AND HOUSE ON THE RIGHT HAND SIDE OF THE
 MA2039'ROAD FOR 0.2 MILE, TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.4
 MA2039'MILE, TURN LEFT AND FOLLOW A MAIN TRAVELED DIRT ROAD,
 MA2039'EAST FOR 0.2 MILE TO AN OLD GRAVEYARD ON THE RIGHT HAND SIDE OF THE
 MA2039'ROAD, CONTINUE STRAIGHT AHEAD, EAST FOR 0.1 MILE TO
 MA2039'WHERE THE MAIN TRAVELED ROAD CURVES TO THE LEFT AND THE AZIMUTH MARK
 MA2039'ON THE RIGHT HAND SIDE OF THE ROAD.
 MA2039
 MA2039                          STATION RECOVERY (1961)
 MA2039
 MA2039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RWT)
 MA2039'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS NUMBER 1 AND 2
 MA2039'WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE STATION
 MA2039'MARK, REFERENCE MARKS NUMBER 1 AND 2 WERE MOVED AS REQUESTED BY THE
 MA2039'HINDMAN COAL COMPANY, LETTER NO. 611C/ROW/DBK, APRIL 13, 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2038 ***********************************************************************
 MA2038  DESIGNATION -  KELLEY 2
 MA2038  PID         -  MA2038
 MA2038  STATE/COUNTY-  PA/BUTLER
 MA2038  USGS QUAD   -  EAU CLAIRE (1979)
 MA2038
 MA2038                         *CURRENT SURVEY CONTROL
 MA2038  ___________________________________________________________________
 MA2038* NAD 83(1992)-  41 09 43.00006(N)    079 50 31.16093(W)     ADJUSTED  
 MA2038* NAVD 88     -       472.     (meters)    1549.     (feet)  SCALED    
 MA2038  ___________________________________________________________________
 MA2038  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 MA2038  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 MA2038
 MA2038  HORZ ORDER  -  THIRD
 MA2038
 MA2038.The horizontal coordinates were established by classical geodetic methods
 MA2038.and adjusted by the National Geodetic Survey in June 2002..
 MA2038.No horizontal observational check was made to the station.
 MA2038
 MA2038.The orthometric height was scaled from a topographic map.
 MA2038
 MA2038.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2038
 MA2038.The geoid height was determined by GEOID03.
 MA2038
 MA2038;                    North         East     Units Scale Factor Converg.
 MA2038;SPC PA S     -   205,129.106   424,431.622   MT  1.00003653   -1 21 26.2
 MA2038;SPC PA S     -   672,994.41  1,392,489.41   sFT  1.00003653   -1 21 26.2
 MA2038;SPC PA N     -   112,649.418   424,444.529   MT  0.99996673   -1 23 02.2
 MA2038;SPC PA N     -   369,583.97  1,392,531.76   sFT  0.99996673   -1 23 02.2
 MA2038;UTM  17      - 4,557,380.932   597,152.618   MT  0.99971616   +0 45 44.1
 MA2038
 MA2038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2038!SPC PA S     -   0.99993124  x   1.00003653  =   0.99996776
 MA2038!SPC PA N     -   0.99993124  x   0.99996673  =   0.99989797
 MA2038!UTM  17      -   0.99993124  x   0.99971616  =   0.99964742
 MA2038
 MA2038:                Primary Azimuth Mark                     Grid Az
 MA2038:SPC PA S     -  KELLEY AZ MK RESET                       140 01 33.6
 MA2038:SPC PA N     -  KELLEY AZ MK RESET                       140 03 09.6
 MA2038:UTM  17      -  KELLEY AZ MK RESET                       137 54 23.3
 MA2038
 MA2038|---------------------------------------------------------------------|
 MA2038| PID    Reference Object                     Distance      Geod. Az  |
 MA2038|                                                           dddmmss.s |
 MA2038| MA2041 KELLEY AZ MK RESET                  APPROX. 1.3 KM 1384007.4 |
 MA2038| MA2039 KELLEY                              APPROX. 0.6 KM 1753313.0 |
 MA2038| CX3945 KELLEY 2 RM 1                        27.890 METERS 19720     |
 MA2038| CX3946 KELLEY 2 RM 2                        25.823 METERS 34003     |
 MA2038|---------------------------------------------------------------------|
 MA2038
 MA2038                          SUPERSEDED SURVEY CONTROL
 MA2038
 MA2038  NAD 83(1995)-  41 09 43.00257(N)    079 50 31.16193(W) AD(       ) 3
 MA2038  NAD 83(1986)-  41 09 43.00350(N)    079 50 31.16428(W) AD(       ) 3
 MA2038  NAD 27      -  41 09 42.78500(N)    079 50 31.97600(W) AD(       ) 3
 MA2038
 MA2038.Superseded values are not recommended for survey control.
 MA2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2038.See file dsdata.txt to determine how the superseded data were derived.
 MA2038
 MA2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF9715357381(NAD 83)
 MA2038_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2038
 MA2038  HISTORY     - Date     Condition        Report By
 MA2038  HISTORY     - 1961     MONUMENTED       CGS
 MA2038
 MA2038                          STATION DESCRIPTION
 MA2038
 MA2038'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 MA2038'THE STATION IS LOCATED IN THE EAST EDGE OF A CULTIVATED FIELD ON THE
 MA2038'SOUTH SLOPE OF A LOW HILL IN THE NORTHEAST SECTION
 MA2038'OF BUTLER COUNTY ABOUT 3-1/2 MILES NORTHWEST OF EAU CLAIR, 4.0 MILES
 MA2038'NORTHEAST OF MURRINSVILLE, 4.0 MILES SOUTHEAST OF CLINTONVILLE AND
 MA2038'ON PROPERTY OWNED BY MRS. ANNA J. CAMPBELL.
 MA2038'
 MA2038'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 38 AND 338 IN
 MA2038'EAU CLAIR, GO WEST ON STATE HIGHWAY 338 FOR 2.54 MILES TO A
 MA2038'GRAVELED ROAD SHARP RIGHT, COUNTY ROAD 10116, TURN SHARP RIGHT AND GO
 MA2038'NORTHEAST ON THE GRAVELED ROAD FOR 0.65 MILE TO A
 MA2038'Y-FORK, CONTINUE LEFT ON COUNTY ROAD 10116 FOR 0.6 MILE TO A GRAVELED
 MA2038'CROSS ROAD, TO REACH THE AZIMUTH MARK FROM THIS POINT, GO
 MA2038'EAST ON THE GRAVELED ROAD FOR 0.18 MILE TO WHERE THE
 MA2038'ROAD TURNS LEFT AND THE AZIMUTH MARK IS LOCATED ON THE RIGHT,
 MA2038'CONTINUE NORTH FROM THE CROSS ROAD FOR 0.43 MILE TO A
 MA2038'DRIVEWAY LEFT LEADING TO A RED BRICK HOME, TURN LEFT AND GO WEST ON
 MA2038'THE DRIVEWAY FOR 0.1 MILE TO THE RED BRICK HOME
 MA2038'ON THE LEFT, BEAR RIGHT ACROSS THE LAWN AND GO NORTHWEST FOR ABOUT
 MA2038'250.0 FEET TO A EAST AND WEST FENCE LINE, GO WEST
 MA2038'ALONG THE NORTH SIDE OF THE FENCE LINE FOR ABOUT 375.0 FEET TO A
 MA2038'FENCE CORNER, TURN RIGHT AND GO NORTH ALONG THE EAST SIDE
 MA2038'OF THE FENCE LINE FOR 242.0 FEET TO THE STATION ON THE RIGHT
 MA2038'AS DESCRIBED.
 MA2038'
 MA2038'THE STATION MARK, IS A STANDARD DISK STAMPED KELLEY 2 1961, SET IN
 MA2038'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 MA2038'INCHES ABOVE THE GROUND SURFACE.  IT IS 4.2 FEET SOUTH OF A STANDARD
 MA2038'METAL WITNESS POST AND MARKER, 38.0 FEET EAST OF A
 MA2038'NORTH AND SOUTH FENCE LINE AND 242.0 FEET NORTH-NORTHEAST OF A
 MA2038'SOUTHWEST FENCE CORNER.
 MA2038'
 MA2038'REFERENCE MARK 1, IS A STANDARD DISK STAMPED KELLEY 2 NO. 1 1961, SET
 MA2038'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 MA2038'INCHES ABOVE THE GROUND SURFACE.  IT IS 3.0 FEET EAST OF THE NORTH
 MA2038'AND SOUTH FENCE LINE, 95.7 FEET SOUTH-SOUTHWEST OF THE
 MA2038'WITNESS POST, 155.0 FEET NORTH OF THE SOUTHWEST FENCE CORNER AND IS
 MA2038'ABOUT 2-1/2 FEET LOWER THAN THE STATION MARK.
 MA2038'
 MA2038'REFERENCE MARK 2, IS A STANDARD DISK STAMPED KELLEY 2 NO. 2 1961, SET
 MA2038'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 MA2038'INCHES ABOVE THE GROUND SURFACE.  IT IS 13.0 FEET EAST OF THE NORTH
 MA2038'AND SOUTH FENCE LINE, 80.8 FEET NORTH-NORTHWEST OF THE
 MA2038'WITNESS POST, 322.0 FEET NORTH OF THE SOUTHWEST FENCE CORNER AND IS
 MA2038'ABOUT 2.0 FEET HIGHER THAN THE STATION MARK.
 MA2038'
 MA2038'AZIMUTH MARK, IS A STANDARD DISK STAMPED KELLEY 1935 RESET 1961, SET
 MA2038'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6
 MA2038'INCHES ABOVE THE GROUND SURFACE.  IT IS 3.0 FEET SOUTHWEST OF A 4
 MA2038'INCH BY 4 INCH WITNESS POST, 4.0 FEET NORTHWEST OF A TWIN
 MA2038'TRUNK OAK TREE AND 18.0 FEET EAST OF THE CENTER OF THE GRAVELED ROAD.
 MA2038'
 MA2038'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2041 ***********************************************************************
 MA2041  DESIGNATION -  KELLEY AZ MK RESET
 MA2041  PID         -  MA2041
 MA2041  STATE/COUNTY-  PA/BUTLER
 MA2041  USGS QUAD   -  EAU CLAIRE (1979)
 MA2041
 MA2041                         *CURRENT SURVEY CONTROL
 MA2041  ___________________________________________________________________
 MA2041* NAD 83(1992)-  41 09 11.99629(N)    079 49 55.08644(W)     ADJUSTED  
 MA2041* NAVD 88     -       472.     (meters)    1549.     (feet)  SCALED    
 MA2041  ___________________________________________________________________
 MA2041  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 MA2041  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 MA2041
 MA2041  HORZ ORDER  -  THIRD
 MA2041
 MA2041.The horizontal coordinates were established by classical geodetic methods
 MA2041.and adjusted by the National Geodetic Survey in June 2002..
 MA2041
 MA2041.The orthometric height was scaled from a topographic map.
 MA2041
 MA2041.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2041
 MA2041.The geoid height was determined by GEOID03.
 MA2041
 MA2041;                    North         East     Units Scale Factor Converg.
 MA2041;SPC PA S     -   204,153.024   425,249.897   MT  1.00003468   -1 21 02.8
 MA2041;SPC PA S     -   669,792.05  1,395,174.04   sFT  1.00003468   -1 21 02.8
 MA2041;SPC PA N     -   111,673.023   425,262.294   MT  0.99996741   -1 22 38.3
 MA2041;SPC PA N     -   366,380.58  1,395,214.71   sFT  0.99996741   -1 22 38.3
 MA2041;UTM  17      - 4,556,436.081   598,006.161   MT  0.99971821   +0 46 07.4
 MA2041
 MA2041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2041!SPC PA S     -   0.99993124  x   1.00003468  =   0.99996591
 MA2041!SPC PA N     -   0.99993124  x   0.99996741  =   0.99989865
 MA2041!UTM  17      -   0.99993124  x   0.99971821  =   0.99964947
 MA2041
 MA2041:                Primary Azimuth Mark                     Grid Az
 MA2041:SPC PA S     -  KELLEY                                   295 33 27.7
 MA2041:SPC PA N     -  KELLEY                                   295 35 03.2
 MA2041:UTM  17      -  KELLEY                                   293 26 17.5
 MA2041
 MA2041|---------------------------------------------------------------------|
 MA2041| PID    Reference Object                     Distance      Geod. Az  |
 MA2041|                                                           dddmmss.s |
 MA2041| MA2039 KELLEY                              APPROX. 0.9 KM 2941224.9 |
 MA2041| MA2038 KELLEY 2                            APPROX. 1.3 KM 3184031.2 |
 MA2041|---------------------------------------------------------------------|
 MA2041
 MA2041                          SUPERSEDED SURVEY CONTROL
 MA2041
 MA2041  NAD 83(1995)-  41 09 11.99873(N)    079 49 55.08740(W) AD(       ) 3
 MA2041  NAD 83(1986)-  41 09 11.99967(N)    079 49 55.08975(W) AD(       ) 3
 MA2041  NAD 27      -  41 09 11.78000(N)    079 49 55.90300(W) AD(       ) 3
 MA2041
 MA2041.Superseded values are not recommended for survey control.
 MA2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2041.See file dsdata.txt to determine how the superseded data were derived.
 MA2041
 MA2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF9800656436(NAD 83)
 MA2041
 MA2041  HISTORY     - Date     Condition        Report By
 MA2041  HISTORY     - 1958     MONUMENTED       CGS
 MA2041
 MA2041                          STATION DESCRIPTION
 MA2041
 MA2041'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA2041'SEE STATION KELLEY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1862 ***********************************************************************
 LZ1862  DESIGNATION -  KELLOGG
 LZ1862  PID         -  LZ1862
 LZ1862  STATE/COUNTY-  PA/BRADFORD
 LZ1862  USGS QUAD   -  MONROETON (1982)
 LZ1862
 LZ1862                         *CURRENT SURVEY CONTROL
 LZ1862  ___________________________________________________________________
 LZ1862* NAD 83(1992)-  41 40 49.25538(N)    076 28 49.35744(W)     ADJUSTED  
 LZ1862* NAVD 88     -       648.6    (meters)    2128.     (feet)  VERTCON   
 LZ1862  ___________________________________________________________________
 LZ1862  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 LZ1862  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 LZ1862
 LZ1862  HORZ ORDER  -  SECOND
 LZ1862
 LZ1862.The horizontal coordinates were established by classical geodetic methods
 LZ1862.and adjusted by the National Geodetic Survey in June 2002..
 LZ1862
 LZ1862.The NAVD 88 height was computed by applying the VERTCON shift value to
 LZ1862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LZ1862
 LZ1862.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1862
 LZ1862.The geoid height was determined by GEOID03.
 LZ1862
 LZ1862;                    North         East     Units Scale Factor Converg.
 LZ1862;SPC PA N     -   168,876.666   705,706.781   MT  0.99996734   +0 50 23.7
 LZ1862;SPC PA N     -   554,056.20  2,315,306.33   sFT  0.99996734   +0 50 23.7
 LZ1862;UTM  18      - 4,615,345.315   376,785.419   MT  0.99978683   -0 59 04.3
 LZ1862
 LZ1862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1862!SPC PA N     -   0.99990336  x   0.99996734  =   0.99987071
 LZ1862!UTM  18      -   0.99990336  x   0.99978683  =   0.99969021
 LZ1862
 LZ1862|---------------------------------------------------------------------|
 LZ1862| PID    Reference Object                     Distance      Geod. Az  |
 LZ1862|                                                           dddmmss.s |
 LZ1862| LZ1863 KELLOGG BRADFORD CO RAD MAST         30.355 METERS 05059     |
 LZ1862| CB4482 KELLOGG RM 2                         72.784 METERS 32217     |
 LZ1862| LZ1861 KELLOGG LOOKOUT TOWER                72.760 METERS 32224     |
 LZ1862| CB4480 KELLOGG AZ MK                                      3235951.5 |
 LZ1862| CB4481 KELLOGG RM 1                         34.324 METERS 35649     |
 LZ1862|---------------------------------------------------------------------|
 LZ1862
 LZ1862                          SUPERSEDED SURVEY CONTROL
 LZ1862
 LZ1862  NAD 83(1996)-  41 40 49.25449(N)    076 28 49.35676(W) AD(       ) 2
 LZ1862  NAD 83(1986)-  41 40 49.25607(N)    076 28 49.35568(W) AD(       ) 2
 LZ1862  NAD 27      -  41 40 48.98907(N)    076 28 50.56482(W) AD(       ) 2
 LZ1862  NGVD 29 (07/19/86)  648.8    (m)         2129.     (f) VERT ANG       
 LZ1862
 LZ1862.Superseded values are not recommended for survey control.
 LZ1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1862.See file dsdata.txt to determine how the superseded data were derived.
 LZ1862
 LZ1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM7678515345(NAD 83)
 LZ1862_MARKER: Z = SEE DESCRIPTION
 LZ1862_SETTING: 0 = UNSPECIFIED SETTING
 LZ1862
 LZ1862  HISTORY     - Date     Condition        Report By
 LZ1862  HISTORY     - 1969     MONUMENTED       CGS
 LZ1862  HISTORY     - 1970     SEE DESCRIPTION  NGS
 LZ1862
 LZ1862                          STATION DESCRIPTION
 LZ1862
 LZ1862'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LZ1862'THE STATION IS 6 MILES NORTH-NORTHWEST OF NEW ALBANY, 2 MILES
 LZ1862'SOUTH-SOUTHWEST OF MONROETON, 1 MILE WEST OF U.S.  HIGHWAY
 LZ1862'220, ON A HIGH WOODED RIDGE AT THE SITE OF THE KELLOGG LOOKOUT TOWER.
 LZ1862'
 LZ1862'TO REACH THE STATION FROM THE MONROETON POST OFFICE, GO NORTH ON MAIN
 LZ1862'STREET FOR 100 FEET TO A SIDE STREET.  TURN LEFT AND GO WEST
 LZ1862'ON BURLINGTON DRIVE FOR 0.15 MILE TO STATE HIGHWAY 414.  TURN LEFT
 LZ1862'AND GO WEST ON THE HIGHWAY FOR 0.8 MILE TO A SIDE ROAD LEFT.
 LZ1862'TURN LEFT, CROSSING A STEEL GIRDER BRIDGE, AND GO SOUTH ON A PAVED
 LZ1862'ROAD FOR 1.05 MILES TO A DIRT ROAD LEFT AT THE EAST END
 LZ1862'OF A STEEL BRIDGE.  TURN LEFT AND GO SOUTH ON THE DIRT ROAD FOR 1.4
 LZ1862'MILES TO A SIDE ROAD LEFT AND A GREEN SHINGLE HOUSE.  TURN LEFT
 LZ1862'AND GO SOUTHEAST ON A DIRT, THEN TRACK ROAD FOR 0.05 MILE TO A
 LZ1862'POLE GATE.  CONTINUE PASS THE GATE ON THE TRACK ROAD AND GO 2.4 MILES
 LZ1862'TO A DIM TRAIL ON THE LEFT LEADING TO THE AZIMUTH MARK.
 LZ1862'(TO REACH THE AZIMUTH MARK, GO NORTHEAST ON THE TRAIL FOR 200 FEET
 LZ1862'TO A POWERLINE RIGHT-OF-WAY, TURN LEFT AND GO SOUTHWEST FOR
 LZ1862'200 FEET TO THE MARK IN THE CENTER OF THE RIGHT-OF-WAY).  CONTINUE
 LZ1862'ON THE TRACK ROAD FOR 0.35 MILE TO A ROCK HOUSE AND THE
 LZ1862'STATION.
 LZ1862'
 LZ1862'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED KELLOGG 1969 SET
 LZ1862'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES
 LZ1862'ABOVE GROUND.  IT IS 107 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 LZ1862'HOUSE, 60 FEET EAST OF A STATE FLOOD CONTROL MAST, AND 3.8 FEET
 LZ1862'WEST OF A WITNESS POST.  THE FIELD FOREMAN STATES THAT A SUBSURFACE
 LZ1862'MARK WAS NOT SET BECAUSE OF BEDROCK AT A SHALLOW DEPTH.
 LZ1862'
 LZ1862'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK STAMPED KELLOGG NO
 LZ1862'1 1969 CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH
 LZ1862'THE GROUND.  IT IS 81 FEET NORTHWEST OF THE BRADFORD COUNTY MAST,
 LZ1862'60.0 FEET SOUTHWEST OF POWERLINE POLE 8M205, AND 44.0
 LZ1862'FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE.
 LZ1862'
 LZ1862'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK STAMPED KELLOGG NO
 LZ1862'2 1969 CEMENTED IN A DRILL HOLE IN THE BOTTOM CONCRETE
 LZ1862'STEP, IN THE APPROXIMATE CENTER OF THE LOOKOUT TOWER.
 LZ1862'
 LZ1862'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK STAMPED KELLOGG 1969
 LZ1862'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 1 FOOT
 LZ1862'ABOVE GROUND.  IT IS 190 FEET NORTHEAST OF THE TRACK ROAD, 16.4 FEET
 LZ1862'NORTH OF A TELEPHONE POLE, AND 10.3 FEET NORTHWEST OF POWERLINE
 LZ1862'POLE 8M276.
 LZ1862'
 LZ1862'HEIGHT OF LIGHT ABOVE STATION MARK 22.28 METERS.
 LZ1862
 LZ1862                          STATION RECOVERY (1970)
 LZ1862
 LZ1862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LZ1862'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 LZ1862'AZIMTUH MARK WERE ALL RECOVERED AND FOUND TO BE IN GOOD
 LZ1862'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 LZ1862'EXCEPTIONS, THE DIRECTION FROM JENNINGS 1929 TO RM NO. 1 SHOULD
 LZ1862'READ 18 DEGREES 59 MINUTES 10 SECOND INSTEAD OF 08 DEGREES 59 MINUTES
 LZ1862'10 SECOND.  THE STATE FLOOD CONTROL MAST DESCRIBED 60 FEET WEST
 LZ1862'OF THE STATION HAS BEEN TAKEN DOWN.  A 10 FOOT TRIPOD OVER THE
 LZ1862'STATION IS REQUIRED TO SEE AN 8 FOOT TARGET OVER THE AZIMUTH
 LZ1862'MARK.
 LZ1862'
 LZ1862'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MILES
 LZ1862'SOUTH-SOUTHWEST OF MONROETON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1863 ***********************************************************************
 LZ1863  DESIGNATION -  KELLOGG BRADFORD CO RAD MAST
 LZ1863  PID         -  LZ1863
 LZ1863  STATE/COUNTY-  PA/BRADFORD
 LZ1863  USGS QUAD   -  MONROETON (1982)
 LZ1863
 LZ1863                         *CURRENT SURVEY CONTROL
 LZ1863  ___________________________________________________________________
 LZ1863* NAD 83(1992)-  41 40 49.87480(N)    076 28 48.33775(W)     ADJUSTED  
 LZ1863* NAVD 88     -                                                        
 LZ1863  ___________________________________________________________________
 LZ1863  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 LZ1863  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 LZ1863
 LZ1863  HORZ ORDER  -  THIRD
 LZ1863
 LZ1863.The horizontal coordinates were established by classical geodetic methods
 LZ1863.and adjusted by the National Geodetic Survey in June 2002..
 LZ1863
 LZ1863
 LZ1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1863
 LZ1863.The geoid height was determined by GEOID03.
 LZ1863
 LZ1863;                    North         East     Units Scale Factor Converg.
 LZ1863;SPC PA N     -   168,896.120   705,730.082   MT  0.99996736   +0 50 24.3
 LZ1863;SPC PA N     -   554,120.02  2,315,382.78   sFT  0.99996736   +0 50 24.3
 LZ1863;UTM  18      - 4,615,364.014   376,809.323   MT  0.99978675   -0 59 03.7
 LZ1863
 LZ1863                          SUPERSEDED SURVEY CONTROL
 LZ1863
 LZ1863  NAD 83(1996)-  41 40 49.87390(N)    076 28 48.33709(W) AD(       ) 4
 LZ1863  NAD 83(1986)-  41 40 49.87510(N)    076 28 48.33564(W) AD(       ) 4
 LZ1863  NAD 27      -  41 40 49.60849(N)    076 28 49.54531(W) AD(       ) 3
 LZ1863
 LZ1863.Superseded values are not recommended for survey control.
 LZ1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1863.See file dsdata.txt to determine how the superseded data were derived.
 LZ1863
 LZ1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM7680915364(NAD 83)
 LZ1863
 LZ1863  HISTORY     - Date     Condition        Report By
 LZ1863  HISTORY     - 1969     MONUMENTED       CGS
 LZ1863
 LZ1863                          STATION DESCRIPTION
 LZ1863
 LZ1863'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LZ1863'THE STATION IS THE BOTTOM CENTER OF THE 160 FEET HIGH UNPAINTED
 LZ1863'STRUCTUAL STEEL MAST.
 LZ1863'
 LZ1863'THE BRADFORD COUNTY FIRE DISPATCHER RADIO MAST IS LOCATED ON KELLOGG
 LZ1863'MOUNTAIN.  IT IS 2 MILES SOUTH OF MONROETON AND 1 MILE WEST
 LZ1863'OF KELLOGG.  IT IS 99.58 FEET OR 30.352 METERS NORTHEAST OF TRAVERSE
 LZ1863'STATION KELLOGG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1861 ***********************************************************************
 LZ1861  DESIGNATION -  KELLOGG LOOKOUT TOWER
 LZ1861  PID         -  LZ1861
 LZ1861  STATE/COUNTY-  PA/BRADFORD
 LZ1861  USGS QUAD   -  MONROETON (1982)
 LZ1861
 LZ1861                         *CURRENT SURVEY CONTROL
 LZ1861  ___________________________________________________________________
 LZ1861* NAD 83(1992)-  41 40 51.12370(N)    076 28 51.27719(W)     ADJUSTED  
 LZ1861* NAVD 88     -                                                        
 LZ1861  ___________________________________________________________________
 LZ1861  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 LZ1861  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 LZ1861
 LZ1861  HORZ ORDER  -  THIRD
 LZ1861
 LZ1861.The horizontal coordinates were established by classical geodetic methods
 LZ1861.and adjusted by the National Geodetic Survey in June 2002..
 LZ1861
 LZ1861
 LZ1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1861
 LZ1861.The geoid height was determined by GEOID03.
 LZ1861
 LZ1861;                    North         East     Units Scale Factor Converg.
 LZ1861;SPC PA N     -   168,933.649   705,661.541   MT  0.99996739   +0 50 22.4
 LZ1861;SPC PA N     -   554,243.15  2,315,157.91   sFT  0.99996739   +0 50 22.4
 LZ1861;UTM  18      - 4,615,403.699   376,742.024   MT  0.99978696   -0 59 05.6
 LZ1861
 LZ1861                          SUPERSEDED SURVEY CONTROL
 LZ1861
 LZ1861  NAD 83(1996)-  41 40 51.12280(N)    076 28 51.27653(W) AD(       ) 4
 LZ1861  NAD 83(1986)-  41 40 51.12424(N)    076 28 51.27565(W) AD(       ) 4
 LZ1861  NAD 27      -  41 40 50.85757(N)    076 28 52.48425(W) AD(       ) 3
 LZ1861
 LZ1861.Superseded values are not recommended for survey control.
 LZ1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1861.See file dsdata.txt to determine how the superseded data were derived.
 LZ1861
 LZ1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM7674215404(NAD 83)
 LZ1861_MARKER: Z = SEE DESCRIPTION
 LZ1861_SETTING: 0 = UNSPECIFIED SETTING
 LZ1861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1861
 LZ1861  HISTORY     - Date     Condition        Report By
 LZ1861  HISTORY     - 1958     MONUMENTED       CGS
 LZ1861  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LZ1861
 LZ1861                          STATION DESCRIPTION
 LZ1861
 LZ1861'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LZ1861'THIS STATION WAS POSITIONED BY INTERSECTION IN 1958.  THE STATION IS
 LZ1861'THE CENTER OF THE BASE OF THE 85 FOOT HIGH LOOKOUT TOWER, 6
 LZ1861'MILES NORTH-NORTHWEST OF NEW ALBANY, 2 MILES SOUTH-SOUTHWEST OF
 LZ1861'MONROETON, 1 MILE WEST OF U.S.  HIGHWAY 220 AND ON A HIGH,
 LZ1861'WOODED RIDGE OF KELLOGG MOUNTAIN.
 LZ1861'
 LZ1861'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION KELLOGG,
 LZ1861'DISTANCE BEING 238.71 FEET (72.760 METERS) NORTHWEST OF
 LZ1861'STATION KELLOGG.
 LZ1861'
 LZ1861'THE REFERENCE MARK NUMBER 2 FOR TRIANGULATION STATION KELLOGG IS SET
 LZ1861'NEAR THE CENTER OF THE BASE OF THE LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1932 ***********************************************************************
 KW1932  DESIGNATION -  KELLY
 KW1932  PID         -  KW1932
 KW1932  STATE/COUNTY-  PA/CUMBERLAND
 KW1932  USGS QUAD   -  CARLISLE (1984)
 KW1932
 KW1932                         *CURRENT SURVEY CONTROL
 KW1932  ___________________________________________________________________
 KW1932* NAD 83(1992)-  40 13 46.10809(N)    077 09 17.08953(W)     ADJUSTED  
 KW1932* NAVD 88     -       157.829  (meters)     517.81   (feet)  ADJUSTED  
 KW1932  ___________________________________________________________________
 KW1932  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 KW1932  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KW1932  DYNAMIC HT  -         157.749 (meters)     517.55  (feet)  COMP
 KW1932  MODELED GRAV-     980,118.7   (mgal)                       NAVD 88
 KW1932
 KW1932  HORZ ORDER  -  SECOND
 KW1932  VERT ORDER  -  SECOND    CLASS 0
 KW1932
 KW1932.The horizontal coordinates were established by classical geodetic methods
 KW1932.and adjusted by the National Geodetic Survey in June 2002..
 KW1932
 KW1932.The orthometric height was determined by differential leveling
 KW1932.and adjusted by the National Geodetic Survey in June 1991..
 KW1932
 KW1932.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW1932
 KW1932.The geoid height was determined by GEOID03.
 KW1932
 KW1932.The dynamic height is computed by dividing the NAVD 88
 KW1932.geopotential number by the normal gravity value computed on the
 KW1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1932.degrees latitude (g = 980.6199 gals.).
 KW1932
 KW1932.The modeled gravity was interpolated from observed gravity values.
 KW1932
 KW1932;                    North         East     Units Scale Factor Converg.
 KW1932;SPC PA S     -    99,673.383   650,658.320   MT  0.99996691   +0 23 10.3
 KW1932;SPC PA S     -   327,011.76  2,134,701.50   sFT  0.99996691   +0 23 10.3
 KW1932;UTM  18      - 4,455,454.012   316,681.350   MT  1.00001370   -1 23 31.3
 KW1932
 KW1932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW1932!SPC PA S     -   0.99998059  x   0.99996691  =   0.99994750
 KW1932!UTM  18      -   0.99998059  x   1.00001370  =   0.99999429
 KW1932
 KW1932|---------------------------------------------------------------------|
 KW1932| PID    Reference Object                     Distance      Geod. Az  |
 KW1932|                                                           dddmmss.s |
 KW1932| KW1930 KELLY RM 1                            8.425 METERS 05855     |
 KW1932| KW1935 LISA                                APPROX. 2.0 KM 0943255.4 |
 KW1932| KW1931 KELLY RM 2                            9.003 METERS 19223     |
 KW1932| KW2844 CARLISLE WAR COL BARRACKS E TK      APPROX. 2.4 KM 2093114.8 |
 KW1932| KW2832 CARLISLE WAR COL BARRACKS W TK      APPROX. 2.8 KM 2172252.2 |
 KW1932| KW2840 CARLISLE C H MASLAND STACK          APPROX. 3.7 KM 2290722.9 |
 KW1932| KW2830 CARLISLE MASLAND CARPET TANK        APPROX. 3.7 KM 2292131.4 |
 KW1932|---------------------------------------------------------------------|
 KW1932
 KW1932                          SUPERSEDED SURVEY CONTROL
 KW1932
 KW1932  NAD 83(1986)-  40 13 46.10518(N)    077 09 17.08811(W) AD(       ) 2
 KW1932  NAD 27      -  40 13 45.78500(N)    077 09 18.17150(W) AD(       ) 2
 KW1932  NGVD 29 (??/??/??)  158.048  (m)          518.53   (f) ADJUSTED    2 0
 KW1932
 KW1932.Superseded values are not recommended for survey control.
 KW1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1932.See file dsdata.txt to determine how the superseded data were derived.
 KW1932
 KW1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK1668155454(NAD 83)
 KW1932_MARKER: DS = TRIANGULATION STATION DISK
 KW1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1932_STAMPING: KELLY 1960
 KW1932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1932+STABILITY: SURFACE MOTION
 KW1932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW1932+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 KW1932
 KW1932  HISTORY     - Date     Condition        Report By
 KW1932  HISTORY     - 1960     MONUMENTED       CGS
 KW1932  HISTORY     - 1960     GOOD             CGS
 KW1932  HISTORY     - 1979     GOOD             NGS
 KW1932  HISTORY     - 20041129 GOOD             PADT
 KW1932  HISTORY     - 20060311 GOOD             GEOCAC
 KW1932
 KW1932                          STATION DESCRIPTION
 KW1932
 KW1932'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW1932'STATION IS LOCATED ON A SMALL KNOLL THAT OVERLOOKS THE CARLISLE
 KW1932'INTERCHANGE OF THE PENNSYLVANIA TURNPIKE, ENCIRCLED BY THE
 KW1932'TURNPIKE ENTRANCE RAMPS, ABOUT 0.15 MILE WEST OF THE CARLISLE
 KW1932'INTERCHANGE TOLL GATE, 2-1/2 MILES NORTHEAST OF CARLISLE, 1/2
 KW1932'MILE SOUTHWEST OF MIDDLESEX AND ON THE TURNPIKE PROPERTY.
 KW1932'
 KW1932'STATION IS REACHED FROM THE CARLISLE INTERCHANGE TOLL GATE OF THE
 KW1932'PENNSYLVANIA TURNPIKE.  GO WEST FOR ABOUT 50 FEET.  TURN LEFT AND
 KW1932'GO SOUTH, LEAVING THE TURNPIKE RAMP, FOR ABOUT 30 FEET, THENCE RIGHT
 KW1932'AND GO WEST, PASSING TO THE RIGHT HAND SIDE OF A LARGE CINDER
 KW1932'PILE AND UPHILL FOR 0.15 MILE, HIGHEST POINT OF KNOLL, TWO LARGE
 KW1932'TRIANGULAR BLAZED TREES, A STANDARD METAL WITNESS POST AND
 KW1932'STATION.
 KW1932'
 KW1932'STATION MARK IS A STANDARD DISK, STAMPED KELLY 1960, SET IN THE TOP
 KW1932'OF A SQUARE CONCRETE MONUMENT THAT IS ABOUT 2 INCHES BELOW THE
 KW1932'GROUND SURFACE.  IT IS 4.4 FEET SOUTHEAST OF A STANDARD METAL WITNESS
 KW1932'POST, 6.8 FEET SOUTH OF A TRIANGULAR BLAZED TREE, 26.8 FEET
 KW1932'NORTH OF A TRIANGULAR BLAZED TREE AND 37 FEET SOUTH OF THE NORTH EDGE
 KW1932'OF THE KNOLL.
 KW1932'
 KW1932'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KELLY NO 1 1960,
 KW1932'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH
 KW1932'WITH THE GROUND SURFACE.  IT IS 24.2 FEET EAST-NORTHEAST OF A
 KW1932'TRIANGULAR BLAZED TREE, 45 FEET NORTHEAST OF A TRIANGULAR BLAZED
 KW1932'TREE, 92.2 FEET EAST-NORTHEAST OF THE WITNESS POST.  THE MARK IS
 KW1932'ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 KW1932'
 KW1932'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KELLY NO 2 1960,
 KW1932'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 KW1932'ABOUT 2 INCHES.  IT IS 10.4 FEET WEST OF A TRIANGULAR BLAZED TREE,
 KW1932'36.3 FEET SOUTH-SOUTHWEST OF A TRIANGULAR BLAZED TREE.  THE
 KW1932'MARK IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 KW1932'
 KW1932'DISTANCE FROM REFERENCE MARK NUMBER 1 TO REFERENCE MARK NUMBER 2 IS
 KW1932'51.9 FEET.
 KW1932'
 KW1932'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER
 KW1932
 KW1932                          STATION RECOVERY (1960)
 KW1932
 KW1932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KW1932'2.8 MI NE FROM CARLISLE.
 KW1932'ABOUT 2.45 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE JUNCTION
 KW1932'OF STATE HIGHWAY 34 AT CARLISLE, THENCE 0.4 MILE WEST ALONG
 KW1932'THE PROPERTY OF THE PENNSYLVANIA TURNPIKE, ABOUT 0.15 MILE
 KW1932'WEST OF THE CARLISLE INTERCHANGE TOLL GATE, ON THE TOP OF A HILL,
 KW1932'6 1/2 FEET SOUTH OF A TREE WITH A TRIANGLE BLAZE, 26 1/2 FEET
 KW1932'NORTH OF ANOTHER TREE WITH A BLAZE, 36 FEET SOUTH OF THE EDGE
 KW1932'OF THE HILL, 4 1/2 FEET SOUTH OF A METAL WITNESS POST, SET IN
 KW1932'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KW1932
 KW1932                          STATION RECOVERY (1979)
 KW1932
 KW1932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW1932'RECOVERED IN GOOD CONDITION.
 KW1932
 KW1932                          STATION RECOVERY (2004)
 KW1932
 KW1932'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (LJM)
 KW1932'RECOVERED IN GOOD CONDITION.
 KW1932
 KW1932                          STATION RECOVERY (2006)
 KW1932
 KW1932'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW1932'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2011 ***********************************************************************
 KX2011  DESIGNATION -  KELLY
 KX2011  PID         -  KX2011
 KX2011  STATE/COUNTY-  PA/INDIANA
 KX2011  USGS QUAD   -  BLAIRSVILLE (1981)
 KX2011
 KX2011                         *CURRENT SURVEY CONTROL
 KX2011  ___________________________________________________________________
 KX2011* NAD 83(1992)-  40 27 13.85559(N)    079 15 26.49929(W)     ADJUSTED  
 KX2011* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 KX2011  ___________________________________________________________________
 KX2011  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 KX2011  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KX2011
 KX2011  HORZ ORDER  -  THIRD
 KX2011
 KX2011.The horizontal coordinates were established by classical geodetic methods
 KX2011.and adjusted by the National Geodetic Survey in June 2002..
 KX2011
 KX2011.The orthometric height was scaled from a topographic map.
 KX2011
 KX2011.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2011
 KX2011.The geoid height was determined by GEOID03.
 KX2011
 KX2011;                    North         East     Units Scale Factor Converg.
 KX2011;SPC PA S     -   125,507.658   472,148.252   MT  0.99995950   -0 58 40.7
 KX2011;SPC PA S     -   411,769.71  1,549,039.72   sFT  0.99995950   -0 58 40.7
 KX2011;UTM  17      - 4,479,590.233   647,765.320   MT  0.99986877   +1 07 51.2
 KX2011
 KX2011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2011!SPC PA S     -   0.99994494  x   0.99995950  =   0.99990444
 KX2011!UTM  17      -   0.99994494  x   0.99986877  =   0.99981372
 KX2011
 KX2011:                Primary Azimuth Mark                     Grid Az
 KX2011:SPC PA S     -  HILLSIDE NORTH BASE                      170 15 31.6
 KX2011:UTM  17      -  HILLSIDE NORTH BASE                      168 08 59.7
 KX2011
 KX2011|---------------------------------------------------------------------|
 KX2011| PID    Reference Object                     Distance      Geod. Az  |
 KX2011|                                                           dddmmss.s |
 KX2011| KX1997 HILLSIDE NORTH BASE                 APPROX. 7.1 KM 1691650.9 |
 KX2011|---------------------------------------------------------------------|
 KX2011
 KX2011                          SUPERSEDED SURVEY CONTROL
 KX2011
 KX2011  NAD 83(1986)-  40 27 13.86000(N)    079 15 26.50587(W) AD(       ) 3
 KX2011  NAD 27      -  40 27 13.61476(N)    079 15 27.37771(W) AD(       ) 3
 KX2011
 KX2011.Superseded values are not recommended for survey control.
 KX2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2011.See file dsdata.txt to determine how the superseded data were derived.
 KX2011
 KX2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE4776579590(NAD 83)
 KX2011_MARKER: DD = SURVEY DISK
 KX2011_SETTING: 0 = UNSPECIFIED SETTING
 KX2011_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX2011
 KX2011  HISTORY     - Date     Condition        Report By
 KX2011  HISTORY     - 1899     MONUMENTED       USGS
 KX2011
 KX2011                          STATION DESCRIPTION
 KX2011
 KX2011'DESCRIBED BY US GEOLOGICAL SURVEY 1899 (AHT)
 KX2011'ABOUT 1.5 MI N. OF BLAIRSVILLE, IN CULTIVATED FIELD OWNED BY JAMES
 KX2011'KELLY, 6 FT N. OF FENCE RUNNING E. AND W.  A FEW SMALL SCATTERING
 KX2011'TREES NEAR SUMMIT OF HILL.
 KX2011'
 KX2011'STATION MARK--  STONE POST 40 BY 8 BY 8-IN., SET 37 IN. IN GROUND, IN
 KX2011'CENTER OF TOP OF WHICH IS CEMENTED A STANDARD DISK
 KX2011'MARKED---U S GEOLOGICAL SURVEY-PENNSYLVANIA---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2671 ***********************************************************************
 LY2671  DESIGNATION -  KELLY
 LY2671  PID         -  LY2671
 LY2671  STATE/COUNTY-  PA/WAYNE
 LY2671  USGS QUAD   -  GALILEE (1992)
 LY2671
 LY2671                         *CURRENT SURVEY CONTROL
 LY2671  ___________________________________________________________________
 LY2671* NAD 83(1992)-  41 43 20.30929(N)    075 12 40.03835(W)     ADJUSTED  
 LY2671* NAVD 88     -       533.     (meters)    1749.     (feet)  SCALED    
 LY2671  ___________________________________________________________________
 LY2671  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 LY2671  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 LY2671
 LY2671  HORZ ORDER  -  FIRST
 LY2671
 LY2671.The horizontal coordinates were established by classical geodetic methods
 LY2671.and adjusted by the National Geodetic Survey in June 2002..
 LY2671
 LY2671.The orthometric height was scaled from a topographic map.
 LY2671
 LY2671.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2671
 LY2671.The geoid height was determined by GEOID03.
 LY2671
 LY2671;                    North         East     Units Scale Factor Converg.
 LY2671;SPC PA N     -   175,858.179   811,223.661   MT  0.99997097   +1 40 46.4
 LY2671;SPC PA N     -   576,961.38  2,661,489.63   sFT  0.99997097   +1 40 46.4
 LY2671;SPC NY E     -   321,004.099    90,833.301   MT  0.99994306   -0 28 23.8
 LY2671;SPC NY E     - 1,053,160.95    298,008.92   sFT  0.99994306   -0 28 23.8
 LY2671;UTM  18      - 4,618,966.695   482,439.581   MT  0.99960379   -0 08 25.8
 LY2671
 LY2671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2671!SPC PA N     -   0.99992121  x   0.99997097  =   0.99989218
 LY2671!SPC NY E     -   0.99992121  x   0.99994306  =   0.99986428
 LY2671!UTM  18      -   0.99992121  x   0.99960379  =   0.99952503
 LY2671
 LY2671|---------------------------------------------------------------------|
 LY2671| PID    Reference Object                     Distance      Geod. Az  |
 LY2671|                                                           dddmmss.s |
 LY2671| CB4485 KELLY RM 1                           16.555 METERS 04501     |
 LY2671| CB4486 KELLY RM 2                           19.660 METERS 14408     |
 LY2671| CB4484 KELLY AZ MK RESET                                  2063307.5 |
 LY2671| CB4483 KELLY AZ MK                                        2085809.6 |
 LY2671|---------------------------------------------------------------------|
 LY2671
 LY2671                          SUPERSEDED SURVEY CONTROL
 LY2671
 LY2671  NAD 83(1996)-  41 43 20.30912(N)    075 12 40.03836(W) AD(       ) 1
 LY2671  NAD 83(1996)-  41 43 20.30919(N)    075 12 40.03827(W) AD(       ) 1
 LY2671  NAD 83(1986)-  41 43 20.31120(N)    075 12 40.04010(W) AD(       ) 1
 LY2671  NAD 27      -  41 43 19.98900(N)    075 12 41.41500(W) AD(       ) 1
 LY2671
 LY2671.Superseded values are not recommended for survey control.
 LY2671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2671.See file dsdata.txt to determine how the superseded data were derived.
 LY2671
 LY2671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM8244018967(NAD 83)
 LY2671_MARKER: Z = SEE DESCRIPTION
 LY2671_SETTING: 0 = UNSPECIFIED SETTING
 LY2671
 LY2671  HISTORY     - Date     Condition        Report By
 LY2671  HISTORY     - 1940     MONUMENTED       CGS
 LY2671  HISTORY     - 1942     SEE DESCRIPTION  CGS
 LY2671  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LY2671
 LY2671                          STATION DESCRIPTION
 LY2671
 LY2671'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RJS)
 LY2671'STATION IS LOCATED ON A FLAT TOPPED RIDGE 1 MILE E OF THE S END OF
 LY2671'ROSE POND, 1 MILE NE OF RILEYVILLE, AND ABOUT 8 MILES W OF COCHECTON,
 LY2671'N.Y. ON PROPERTY OF MR. THEODORE KELLY.  IT IS DIRECTLY ACROSS STATE
 LY2671'ROUTE 90 FROM THE HOME OF MR.  STALKER, 32 FEET EASTERLY FROM A
 LY2671'STONE FENCE THAT PARALLELS THE ROAD, AND 32 FEET NORTHWARD FROM A
 LY2671'STONE FENCE THAT SETS AT RIGHT ANGLES TO THE ROAD.
 LY2671'
 LY2671'SURFACE MARK IS A STANDARD DISK STAMPED KELLY 1940, SET IN THE TOP OF
 LY2671'A 12- BY 12-INCH CONCRETE POST THAT PROTRUDES ABOUT 6 INCHES
 LY2671'ABOVE THE GROUND.
 LY2671'
 LY2671'UNDERGROUND MARK IS A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK.
 LY2671'
 LY2671'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED KELLY 1940 NO. 1,
 LY2671'SET IN ROCK OUTCROP OR BOULDER, AND IS 30 FEET NORTHWARD FROM
 LY2671'AN E-W STONE FENCE.
 LY2671'
 LY2671'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A CONCRETE MONUMENT,
 LY2671'AND PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 LY2671'SE FROM THE STATION AND IS 60 FEET E OF THE N-S STONE FENCE.
 LY2671'
 LY2671'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED KELLY 1940, SET IN A
 LY2671'DRILL HOLE IN AN OBLONG BOULDER THAT PROJECTS ABOUT 18 INCHES ABOVE
 LY2671'THE GROUND.  IT IS ABOUT 1 MILE SSE OF THE STATION.
 LY2671'
 LY2671'TO REACH THE AZIMUTH MARK FROM RILEYVILLE GO EASTWARD ON STATE ROUTE
 LY2671'371 FOR 0.55 MILE TO A T-ROAD JUST AFTER CROSSING A RAVINE, THENCE
 LY2671'RIGHT UP HILL FOR 0.15 MILE TO A POINT ABOUT 65 YARDS BEFORE REACHING
 LY2671'THE END OF STONE FENCE ON LEFT.  MARK IS ABOUT 30 PACES EASTWARD
 LY2671'FROM FENCE IN FIELD.
 LY2671'
 LY2671'TO REACH STATION FROM RILEYVILLE GO NE ON STATE ROUTE 90 FOR 1 MILE
 LY2671'TO A GRAY HOUSE WITH A TIN ROOF (STALKER HOME) ON LEFT AND STATION
 LY2671'ON RIGHT.
 LY2671'
 LY2671'WHITE POSTS WERE SET AT THE STATION AND AZIMUTH MARK.
 LY2671'
 LY2671'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 LY2671
 LY2671                          STATION RECOVERY (1942)
 LY2671
 LY2671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (FBQ)
 LY2671'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 LY2671'DISCREPANCIES WERE FOUND IN THE DESCRIPTIONS, DISTANCE, AND
 LY2671'DIRECTIONS OF THE REFERENCE MARKS.  NEW DESCRIPTION FOLLOWS-
 LY2671'
 LY2671'STATION IS LOCATED ON A FLAT TOPPED RIDGE 1.0 MILE NE OF RILEYVILLE,
 LY2671'DIRECTLY ACROSS STATE HIGHWAY 90 FROM THE HOME OF MR. STALKER.  IT
 LY2671'IS 50 FEET E OF THE CENTER LINE OF STATE HIGHWAY 90, 32 FEET N OF A
 LY2671'STONE FENCE, AND 32 FEET E OF A STONE FENCE.  IT IS STAMPED KELLY
 LY2671'1940 AND PROJECTS 6 INCHES (NOTES 1A AND 7A).
 LY2671'
 LY2671'REFERENCE MARK NO. 1 IS NE OF THE STATION AND 60 FEET E OF A STONE
 LY2671'FENCE.  IT IS STAMPED KELLY NO 1 1940 AND PROJECTS 6 INCHES (NOTE
 LY2671'11A).
 LY2671'
 LY2671'REFERENCE MARK NO. 2 IS SE OF THE STATION, SET IN A DRILL HOLE IN
 LY2671'ROCK OUTCROP, AND 30 FEET N OF A STONE FENCE.  IT IS STAMPED KELLY
 LY2671'NO 2 1940 (NOTE 12A).
 LY2671'
 LY2671'THE AZIMUTH MARK IS SW OF THE STATION SET IN A DRILL HOLE IN AN
 LY2671'OBLONG BOULDER THAT PROJECTS 18 INCHES.  IT IS 90 FEET E OF A ROCK
 LY2671'FENCE AND HEDGE IN A CULTIVATED FIELD AT A POINT ABOUT 65 YARDS N OF
 LY2671'THE S END OF THE ROCK FENCE.  IT IS STAMPED KELLY 1940 (NOTE
 LY2671'12A).
 LY2671'
 LY2671'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAYS 90 AND
 LY2671'371 IN RILEYVILLE GO E ON HIGHWAY 371 FOR 0.55 MILE TO A T-ROAD (JUST
 LY2671'AFTER CROSSING A RAVINE), TURN RIGHT, UP HILL, FOR 0.15 MILE.  MARK
 LY2671'IS ON THE LEFT IN THE CULTIVATED FIELD.
 LY2671'
 LY2671'A 90-FOOT SIGNAL AT HARTMANN IS VISIBLE AT 50 FT.  A 90-FOOT SIGNAL
 LY2671'AT VINE 1940 (USGS) AND A 64-FOOT SIGNAL AT MOOSIC ARE VISIBLE AT
 LY2671'24 FEET.  A 64-FOOT SIGNAL AT QUARRY IS VISIBLE AT 10 FEET.
 LY2671
 LY2671                          STATION RECOVERY (1960)
 LY2671
 LY2671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GRF)
 LY2671'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 LY2671'RECOVERED IN GOOD CONDITION.  THE FOLLOWING DISCREPANCIES
 LY2671'WERE NOTED IN THE 1942 RECOVERY NOTE- THE 1942 DIRECTIONS TO THE
 LY2671'REFERENCE MARKS CHECK THE 1940 OBSERVATIONS, THE DISTANCES
 LY2671'AND DESCRIPTIONS WERE REVERSED IN 1940, THE NOTE FOR THE STATION MARK
 LY2671'IS 1A AND 8A, REFERENCE MARK 2 IS A STANDARD AZIMUTH MARK
 LY2671'DISK AND THE AZIMUTH MARK NOTE IS 17C.  THE WITNESS POST AT THE
 LY2671'STATION IS DIRECTLY OVER THE STATION MARK AND SURROUNDED BY A ROCK
 LY2671'CAIRN 2 FT. HIGH AND 6 FT. IN DIAMETER.  THE PRESENT PROPERTY
 LY2671'OWNER IS MR. JOSEPH F. MURTHA OF BROOKLYN, N.Y. WHOSE SUMMER HOME IS
 LY2671'DIRECTLY ACROSS THE HIGHWAY FROM THE STATION SITE.
 LY2671'
 LY2671'THE AZIMUTH MARK WAS REMOVED AT THE REQUEST OF THE PROPERTY OWNER AND
 LY2671'A NEW AZIMUTH MARK ESTABLISHED.
 LY2671'
 LY2671'THE AZIMUTH MARK IS 98 FT. NW OF A WIRE FENCE CORNER, 13 FT. W OF THE
 LY2671'CENTERLINE OF A DIRT ROAD, 3 FT. S OF A WHITE WOODEN WITNESS
 LY2671'POST AND IN A WIRE FENCE LINE.  THE MONUMENT PROJECTS 3 IN. AND THE
 LY2671'DISK IS STAMPED KELLY 1940 RESET 1960 (NOTE 16A).
 LY2671'
 LY2671'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE HIGHWAYS 90
 LY2671'AND 371 IN RILEYVILLE, GO E ON STATE HIGHWAY 371 FOR 0.55 MI. TO A
 LY2671'T-ROAD (JUST AFTER CROSSING A RAVINE), TURN RIGHT AND GO SE UPHILL
 LY2671'FOR 0.2 MI. TO THE TOP OF THE GRADE AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1930 ***********************************************************************
 KW1930  DESIGNATION -  KELLY RM 1
 KW1930  PID         -  KW1930
 KW1930  STATE/COUNTY-  PA/CUMBERLAND
 KW1930  USGS QUAD   -  CARLISLE (1984)
 KW1930
 KW1930                         *CURRENT SURVEY CONTROL
 KW1930  ___________________________________________________________________
 KW1930* NAD 83(1986)-  40 13 45.     (N)    077 09 18.     (W)     SCALED    
 KW1930* NAVD 88     -       157.582  (meters)     517.00   (feet)  ADJUSTED  
 KW1930  ___________________________________________________________________
 KW1930  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KW1930  DYNAMIC HT  -         157.502 (meters)     516.74  (feet)  COMP
 KW1930  MODELED GRAV-     980,118.7   (mgal)                       NAVD 88
 KW1930
 KW1930  VERT ORDER  -  SECOND    CLASS 0
 KW1930
 KW1930.The horizontal coordinates were scaled from a topographic map and have
 KW1930.an estimated accuracy of +/- 6 seconds.
 KW1930
 KW1930.The orthometric height was determined by differential leveling
 KW1930.and adjusted by the National Geodetic Survey in June 1991..
 KW1930
 KW1930.The geoid height was determined by GEOID03.
 KW1930
 KW1930.The dynamic height is computed by dividing the NAVD 88
 KW1930.geopotential number by the normal gravity value computed on the
 KW1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1930.degrees latitude (g = 980.6199 gals.).
 KW1930
 KW1930.The modeled gravity was interpolated from observed gravity values.
 KW1930
 KW1930;                    North         East    Units  Estimated Accuracy
 KW1930;SPC PA S     -    99,640.      650,640.      MT  (+/- 180 meters Scaled)
 KW1930
 KW1930                          SUPERSEDED SURVEY CONTROL
 KW1930
 KW1930  NGVD 29 (??/??/??)  157.800  (m)          517.72   (f) ADJUSTED    2 0
 KW1930
 KW1930.Superseded values are not recommended for survey control.
 KW1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1930.See file dsdata.txt to determine how the superseded data were derived.
 KW1930
 KW1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK166554(NAD 83)
 KW1930_MARKER: DR = REFERENCE MARK DISK
 KW1930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1930_STAMPING: KELLY NO 1 1960
 KW1930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1930+STABILITY: SURFACE MOTION
 KW1930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW1930+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2006
 KW1930
 KW1930  HISTORY     - Date     Condition        Report By
 KW1930  HISTORY     - 1960     MONUMENTED       CGS
 KW1930  HISTORY     - 1979     GOOD             NGS
 KW1930  HISTORY     - 20041129 MARK NOT FOUND   PADT
 KW1930  HISTORY     - 20060317 GOOD             GEOCAC
 KW1930
 KW1930                          STATION DESCRIPTION
 KW1930
 KW1930'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1930'2.8 MI NE FROM CARLISLE.
 KW1930'ABOUT 2.45 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE JUNCTION
 KW1930'OF STATE HIGHWAY 34 AT CARLISLE, THENCE 0.4 MILE WEST ALONG THE
 KW1930'PROPERTY OF THE PENNSYLVANIA TURNPIKE, ABOUT 0.15 MILE WEST
 KW1930'OF THE CARLISLE INTERCHANGE TOLL GATE, ON THE TOP OF A HILL,
 KW1930'27.6 FEET NORTHEAST OF THE STATION, 24 FEET EAST-NORTHEAST
 KW1930'OF A TREE WITH A BLAZE, SET IN THE TOP OF A CONCRETE POST FLUSH
 KW1930'WITH THE GROUND.
 KW1930
 KW1930                          STATION RECOVERY (1979)
 KW1930
 KW1930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW1930'RECOVERED IN GOOD CONDITION.
 KW1930
 KW1930                          STATION RECOVERY (2004)
 KW1930
 KW1930'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (LJM)
 KW1930'MARK NOT FOUND.
 KW1930
 KW1930                          STATION RECOVERY (2006)
 KW1930
 KW1930'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW1930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1931 ***********************************************************************
 KW1931  DESIGNATION -  KELLY RM 2
 KW1931  PID         -  KW1931
 KW1931  STATE/COUNTY-  PA/CUMBERLAND
 KW1931  USGS QUAD   -  CARLISLE (1984)
 KW1931
 KW1931                         *CURRENT SURVEY CONTROL
 KW1931  ___________________________________________________________________
 KW1931* NAD 83(1986)-  40 13 45.     (N)    077 09 18.     (W)     SCALED    
 KW1931* NAVD 88     -       157.977  (meters)     518.30   (feet)  ADJUSTED  
 KW1931  ___________________________________________________________________
 KW1931  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KW1931  DYNAMIC HT  -         157.897 (meters)     518.03  (feet)  COMP
 KW1931  MODELED GRAV-     980,118.7   (mgal)                       NAVD 88
 KW1931
 KW1931  VERT ORDER  -  SECOND    CLASS 0
 KW1931
 KW1931.The horizontal coordinates were scaled from a topographic map and have
 KW1931.an estimated accuracy of +/- 6 seconds.
 KW1931
 KW1931.The orthometric height was determined by differential leveling
 KW1931.and adjusted by the National Geodetic Survey in June 1991..
 KW1931
 KW1931.The geoid height was determined by GEOID03.
 KW1931
 KW1931.The dynamic height is computed by dividing the NAVD 88
 KW1931.geopotential number by the normal gravity value computed on the
 KW1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1931.degrees latitude (g = 980.6199 gals.).
 KW1931
 KW1931.The modeled gravity was interpolated from observed gravity values.
 KW1931
 KW1931;                    North         East    Units  Estimated Accuracy
 KW1931;SPC PA S     -    99,640.      650,640.      MT  (+/- 180 meters Scaled)
 KW1931
 KW1931                          SUPERSEDED SURVEY CONTROL
 KW1931
 KW1931  NGVD 29 (??/??/??)  158.196  (m)          519.01   (f) ADJUSTED    2 0
 KW1931
 KW1931.Superseded values are not recommended for survey control.
 KW1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1931.See file dsdata.txt to determine how the superseded data were derived.
 KW1931
 KW1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK166554(NAD 83)
 KW1931_MARKER: DR = REFERENCE MARK DISK
 KW1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1931_STAMPING: KELLY NO 2 1960
 KW1931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1931+STABILITY: SURFACE MOTION
 KW1931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW1931+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 KW1931
 KW1931  HISTORY     - Date     Condition        Report By
 KW1931  HISTORY     - 1960     MONUMENTED       CGS
 KW1931  HISTORY     - 1979     GOOD             NGS
 KW1931  HISTORY     - 20041129 MARK NOT FOUND   PADT
 KW1931  HISTORY     - 20060311 GOOD             GEOCAC
 KW1931
 KW1931                          STATION DESCRIPTION
 KW1931
 KW1931'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1931'2.8 MI NE FROM CARLISLE.
 KW1931'ABOUT 2.45 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE JUNCTION
 KW1931'OF STATE HIGHWAY 34 AT CARLISLE, THENCE 0.4 MILE WEST ALONG
 KW1931'THE PROPERTY OF THE PENNSYLVANIA TURNPIKE, ABOUT 0.15 MILE WEST
 KW1931'OF THE CARLISLE INTERCHANGE TOLL GATE, ON THE TOP OF A HILL,
 KW1931'29.5 FEET SOUTH OF THE STATION, 10 112 FEET WEST OF A TREE WITH
 KW1931'A BLAZE, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KW1931
 KW1931                          STATION RECOVERY (1979)
 KW1931
 KW1931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW1931'RECOVERED IN GOOD CONDITION.
 KW1931
 KW1931                          STATION RECOVERY (2004)
 KW1931
 KW1931'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (LJM)
 KW1931'MARK NOT FOUND.
 KW1931
 KW1931                          STATION RECOVERY (2006)
 KW1931
 KW1931'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW1931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2328 ***********************************************************************
 MA2328  DESIGNATION -  KENDALL RESET
 MA2328  PID         -  MA2328
 MA2328  STATE/COUNTY-  PA/MCKEAN
 MA2328  USGS QUAD   -  BRADFORD (1983)
 MA2328
 MA2328                         *CURRENT SURVEY CONTROL
 MA2328  ___________________________________________________________________
 MA2328* NAD 83(1992)-  41 57 09.27452(N)    078 37 29.91942(W)     ADJUSTED  
 MA2328* NAVD 88     -       680.9    (meters)    2234.     (feet)  VERTCON   
 MA2328  ___________________________________________________________________
 MA2328  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 MA2328  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 MA2328
 MA2328  HORZ ORDER  -  FIRST
 MA2328
 MA2328.The horizontal coordinates were established by classical geodetic methods
 MA2328.and adjusted by the National Geodetic Survey in June 2002..
 MA2328
 MA2328.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2328
 MA2328.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2328
 MA2328.The geoid height was determined by GEOID03.
 MA2328
 MA2328;                    North         East     Units Scale Factor Converg.
 MA2328;SPC PA N     -   198,704.008   527,454.841   MT  1.00000042   -0 34 43.8
 MA2328;SPC PA N     -   651,914.73  1,730,491.42   sFT  1.00000042   -0 34 43.8
 MA2328;SPC NY W     -   216,827.646   346,547.395   MT  0.99993765   -0 01 40.2
 MA2328;SPC NY W     -   711,375.37  1,136,964.25   sFT  0.99993765   -0 01 40.2
 MA2328;UTM  17      - 4,647,239.094   696,845.770   MT  1.00007682   +1 35 17.7
 MA2328
 MA2328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2328!SPC PA N     -   0.99989827  x   1.00000042  =   0.99989869
 MA2328!SPC NY W     -   0.99989827  x   0.99993765  =   0.99983592
 MA2328!UTM  17      -   0.99989827  x   1.00007682  =   0.99997508
 MA2328
 MA2328:                Primary Azimuth Mark                     Grid Az
 MA2328:SPC PA N     -  KENDALL AZ MK                            011 42 47.0
 MA2328:SPC NY W     -  KENDALL AZ MK                            011 09 43.4
 MA2328:UTM  17      -  KENDALL AZ MK                            009 32 45.5
 MA2328
 MA2328|---------------------------------------------------------------------|
 MA2328| PID    Reference Object                     Distance      Geod. Az  |
 MA2328|                                                           dddmmss.s |
 MA2328| CK7608 KENDALL AZ MK                                      0110803.2 |
 MA2328| CK7612 KENDALL RM 3                         26.704 METERS 10955     |
 MA2328| CK7610 KENDALL RM 1                         24.031 METERS 12550     |
 MA2328| CK7609 KENDALL AZ MK 2                                    1994516.5 |
 MA2328| CK7611 KENDALL RM 2                         21.630 METERS 24703     |
 MA2328| MA2325 BRADFORD KENDALL OIL REF STK        APPROX. 1.6 KM 3134612.8 |
 MA2328| CK7613 KENDALL RM 4                         53.702 METERS 34019     |
 MA2328| MA2333 BRADFORD RAD STA KEK 743 MAST        53.536 METERS 34109     |
 MA2328| NC1030 MT IRVINE FIRE TOWER                APPROX.12.7 KM 3435418.5 |
 MA2328| NC1028 RICE                                APPROX.12.8 KM 3442701.6 |
 MA2328| MA2332 BRADFORD DISPOSAL PLANT STACK       APPROX. 3.9 KM 3573728.4 |
 MA2328|---------------------------------------------------------------------|
 MA2328
 MA2328                          SUPERSEDED SURVEY CONTROL
 MA2328
 MA2328  NAD 83(1996)-  41 57 09.27454(N)    078 37 29.91936(W) AD(       ) 1
 MA2328  NAD 83(1986)-  41 57 09.27680(N)    078 37 29.91691(W) AD(       ) 1
 MA2328  NAD 27      -  41 57 09.05049(N)    078 37 30.82001(W) AD(       ) 1
 MA2328  NGVD 29 (07/19/86)  681.0    (m)         2234.     (f) VERT ANG       
 MA2328
 MA2328.Superseded values are not recommended for survey control.
 MA2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2328.See file dsdata.txt to determine how the superseded data were derived.
 MA2328
 MA2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG9684647239(NAD 83)
 MA2328_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA2328+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2004
 MA2328
 MA2328  HISTORY     - Date     Condition        Report By
 MA2328  HISTORY     - 1935     MONUMENTED       CGS
 MA2328  HISTORY     - 1964     SEE DESCRIPTION  CGS
 MA2328  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MA2328  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MA2328  HISTORY     - 20040625 GOOD             USPSQD
 MA2328
 MA2328                          STATION DESCRIPTION
 MA2328
 MA2328'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 MA2328'THE STATION IS ON A HIGH HILL, ABOUT 3/4 MILE SOUTHEAST OF BRADFORD,
 MA2328'IN A SMALL CLEARING BESIDE A WOODS ROAD, ON THE HIGHEST POINT OF
 MA2328'THE HILL.  THE MARK IS 5.2 METERS NORTH OF THE WOODS ROAD, AND 9.5
 MA2328'METERS NORTHEAST OF A TREE BEARING A TRIANGULAR BLAZE.  IT PROJECTS
 MA2328'ABOUT 8 INCHES ABOVE THE GROUND.
 MA2328'
 MA2328'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 2.5 METERS SOUTH OF
 MA2328'THE CENTERLINE OF THE ROAD, AND 7.8 METERS EAST OF A
 MA2328'24-INCH TREE THAT STANDS CLOSE TO THE SIDE OF THE ROAD AT A BEND.
 MA2328'
 MA2328'REFERENCE MARK NO. 2 IS SOUTH BY WEST OF THE STATION, 3 METERS SOUTH
 MA2328'OF THE ROAD.  IT WAS OBSTRUCTED FROM THE TOP OF THE TOWER
 MA2328'BY THE LIMB OF A TREE.
 MA2328'
 MA2328'THE AZIMUTH MARK IS 1.3 MILES NORTH ALONG U.S. HIGHWAY 219 FROM THE
 MA2328'TRAFFIC LIGHT AT THE INTERSECTION OF MAIN AND SOUTH
 MA2328'KENDALL STREETS IN EAST BRADFORD, IN THE CONCRETE HEADWALL AT THE
 MA2328'NORTH END OF A PIPE CULVERT UNDER A PAVED DRIVE LEADING
 MA2328'EAST TO A LARGE RED BRICK HOUSE, 4.40 METERS WEST-NORTHWEST OF THE
 MA2328'SOUTHWEST CORNER OF A BRICK POST ON THE NORTH SIDE OF THE DRIVE,
 MA2328'4.70 METERS EAST OF THE CENTERLINE OF THE HIGHWAY, AND 9.80 METERS
 MA2328'SOUTH OF THE SOUTH END OF A CONCRETE CULVERT HEADWALL.  A
 MA2328'LARGE AMOUNT OF CLEARING WILL BE NECESSARY TO SEE THIS
 MA2328'MARK FROM THE STATION.  NO POINT COULD BE FOUND THAT WOULD BE VISIBLE
 MA2328'FROM THE GROUND.
 MA2328'
 MA2328'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE AS DESCRIBED IN NOTES
 MA2328'1A, 7A AND 11A.
 MA2328
 MA2328                          STATION RECOVERY (1964)
 MA2328
 MA2328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFK)
 MA2328'THE STATION WAS RECOVERED AND FOUND TO BE LEANING.  THE SURFACE MARK
 MA2328'WAS PULLED, THE UNDERGROUND POINT WAS HELD, AND A NEW SURFACE
 MA2328'MARK WAS SET AT THIS TIME.  REFERENCE MARKS 1 AND 2 WERE FOUND
 MA2328'DESTROYED.  THE AZIMUTH MARK HAS BEEN DESTROYED DUE TO
 MA2328'WIDENING OF THE HIGHWAY.  A NEW DESCRIPTION FOLLOWS-
 MA2328'
 MA2328'THE STATION IS LOCATED ON A HIGH HILL ABOUT 3/4 MILE SOUTHEAST OF
 MA2328'BRADFORD, AT THE SOUTH EDGE OF A POWER TRANSMISSION
 MA2328'LINE.  IT IS 70 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE POWER
 MA2328'TRANSMISSION LINE, 105 FEET NORTHWEST OF AN OIL WELL
 MA2328'NO. 98, 25 FEET NORTH OF AN 8 INCH MAPLE TREE, 19 FEET SOUTH OF A 12
 MA2328'INCH MAPLE TREE WITH A TRIANGULAR BLAZE ON THE
 MA2328'SOUTHWEST SIDE, 31 FEET NORTHEAST OF AN 18 INCH OAK TREE WITH A
 MA2328'TRIANGULAR BLAZE ON THE NORTHEAST SIDE, AND 6 FEET
 MA2328'SOUTHWEST OF A WITNESS POST.  THE MONUMENT PROJECTS 8 INCHES AND THE
 MA2328'DISK IS STAMPED KENDALL 1935 1964.  NOTE 1B 7A.
 MA2328'
 MA2328'TO REACH FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF MAIN AND HIGH
 MA2328'STREETS IN BRADFORD, GO SOUTH ON HIGH STREET FOR 0.85
 MA2328'MILE TO A SIDE ROAD LEFT.  CONTINUE SOUTH ON HIGH STREET FOR 0.05
 MA2328'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST-NORTHEAST ON
 MA2328'A GRAVELED ROAD FOR 0.3 MILE TO A Y-FORK.  TAKE THE LEFT FORK AND GO
 MA2328'NORTHEAST ON A GRAVELED ROAD FOR 0.1 MILE TO A SIDE ROAD
 MA2328'LEFT.  CONTINUE AHEAD NORTHEAST ON THE GRAVELED ROAD FOR 1.0 MILE TO
 MA2328'A T-ROAD (OIL WELL NO. 49 ON THE LEFT).  TURN LEFT AND GO
 MA2328'NORTHERLY ALONG THE CREST OF THE RIDGE FOR 0.3 MILE TO A Y-FORK
 MA2328'AND OIL WELL NO. 89 ON THE LEFT.  TAKE THE LEFT FORK AND CONTINUE
 MA2328'NORTHERLY ALONG THE CREST OF THE RIDGE FOR 0.2 MILE TO OIL
 MA2328'WELL NO. 74 ON THE LEFT.  CONTINUE AHEAD ON THE MAIN TRAVELED ROAD
 MA2328'FOR 0.2 MILE TO A Y-FORK.  TAKE THE RIGHT FORK FOR ABOUT 120
 MA2328'FEET TO WELL NO. 98 ON THE RIGHT AND THE STATION ON THE LEFT.
 MA2328'
 MA2328'REFERENCE MARK 3 IS 48.7 FEET NORTHEAST OF OIL WELL NO. 98, 24 FEET
 MA2328'NORTH OF THE CENTERLINE OF A DIRT ROAD, AND 10 FEET NORTH OF A
 MA2328'24 INCH OAK TREE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 MA2328'STAMPED KENDALL NO 3 1935 1964.
 MA2328'
 MA2328'REFERENCE MARK 4 IS A STANDARD REFERENCE MARK DISK STAMPED KENDALL NO
 MA2328'4 1935 1964, CEMENTED IN A DRILLED HOLE NEAR THE WEST
 MA2328'CORNER OF A CONCRETE FOUNDATION, THAT SUPPORTS A SMALL MAST.  IT IS
 MA2328'17 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD, AND 7 FEET
 MA2328'WEST OF THE WEST EDGE OF A SMALL STORAGE TANK THAT CONTAINS THE
 MA2328'TRANSMITTERS FOR THE MAST.
 MA2328'
 MA2328'HEIGHT OF LIGHT ABOVE STATION MARK 30.29 METERS.
 MA2328
 MA2328                          STATION RECOVERY (1967)
 MA2328
 MA2328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLC)
 MA2328'1964 TRAVERSE DISTANCE FROM BRADFORD RADIO STATION KEK 743 MAST 1964
 MA2328'
 MA2328'THE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE RECOVERED IN GOOD
 MA2328'CONDITION AND AS DESCRIBED BY C.F. KELLEY IN 1964.  THE
 MA2328'DISTANCE AND DIRECTION TO REFERENCE MARK 3 CHECKED.  THE DIRECTION TO
 MA2328'REFERENCE MARK 4 CHECKED, BUT A DIFFERENCE OF 10
 MA2328'MILLIMETERS (HIGHER) IN THE DISTANCE WAS FOUND.
 MA2328'
 MA2328'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MA2328
 MA2328                          STATION RECOVERY (1967)
 MA2328
 MA2328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MA2328'THE STATION MARK AND REFERENCE MARKS NO. 3 AND NO. 4 WERE RECOVERED
 MA2328'IN GOOD CONDITION.  AN AZIMUTH MARK 2 WAS ESTABLISHED AT
 MA2328'THIS TIME.
 MA2328'
 MA2328'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE TRACK
 MA2328'ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 MA2328'
 MA2328'THE AZIMUTH MARK IS 150 FEET WEST OF THE APPROXIMATE CENTER OF THE
 MA2328'TRACK ROAD LEADING TO THE STATION, 15 FEET SOUTH OF THE
 MA2328'24-INCH TRIANGULAR BLAZED OAK TREE AND 1.9 FEET WEST OF A METAL
 MA2328'WITNESS POST.  THE MARK IS A STANDARD DISK CEMENTED IN
 MA2328'A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING 8 INCHES AND IS
 MA2328'STAMPED KENDALL 1935 AZ 2 1967.
 MA2328
 MA2328                          STATION RECOVERY (2004)
 MA2328
 MA2328'RECOVERY NOTE BY US POWER SQUADRON 2004 (SFG)
 MA2328'OIL FIELD HAS BEEN ABANDONED AND ALL EQUIPMENT REMOVED.
 MA2328'RM 3 AND RM 4 WERE FOUND GOOD. AZIMUTH MARK 2 WAS NOT FOUND DUE TO
 MA2328'FALLEN TREES AND CUT TREE SLASHINGS IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2211 ***********************************************************************
 KX2211  DESIGNATION -  KEPHART RESET
 KX2211  PID         -  KX2211
 KX2211  STATE/COUNTY-  PA/CLEARFIELD
 KX2211  USGS QUAD   -  WALLACETON (1993)
 KX2211
 KX2211                         *CURRENT SURVEY CONTROL
 KX2211  ___________________________________________________________________
 KX2211* NAD 83(1992)-  40 52 56.89928(N)    078 20 42.38448(W)     ADJUSTED  
 KX2211* NAVD 88     -       619.     (meters)    2031.     (feet)  SCALED    
 KX2211  ___________________________________________________________________
 KX2211  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 KX2211  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KX2211
 KX2211  HORZ ORDER  -  FIRST
 KX2211
 KX2211.The horizontal coordinates were established by classical geodetic methods
 KX2211.and adjusted by the National Geodetic Survey in June 2002..
 KX2211
 KX2211.The orthometric height was scaled from a topographic map.
 KX2211
 KX2211.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2211
 KX2211.The geoid height was determined by GEOID03.
 KX2211
 KX2211;                    North         East     Units Scale Factor Converg.
 KX2211;SPC PA N     -    79,665.383   549,842.134   MT  1.00000014   -0 23 37.3
 KX2211;SPC PA N     -   261,368.84  1,803,940.40   sFT  1.00000014   -0 23 37.3
 KX2211;UTM  17      - 4,529,103.769   723,688.344   MT  1.00021590   +1 44 18.1
 KX2211
 KX2211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2211!SPC PA N     -   0.99990805  x   1.00000014  =   0.99990819
 KX2211!UTM  17      -   0.99990805  x   1.00021590  =   1.00012393
 KX2211
 KX2211|---------------------------------------------------------------------|
 KX2211| PID    Reference Object                     Distance      Geod. Az  |
 KX2211|                                                           dddmmss.s |
 KX2211| CK7617 KEPHART RM 1                         63.636 METERS 10525     |
 KX2211| KX2213 OSCEOLA MILLS TANK                  APPROX. 6.6 KM 1140316.2 |
 KX2211| KX2214 SANDY RIDGE SUMMIT LOOKOUT TWR      APPROX.14.1 KM 1450858.4 |
 KX2211| CK7616 KEPHART AZ MK                                      1631049.0 |
 KX2211| CK7618 KEPHART RM 2                         84.316 METERS 16927     |
 KX2211|---------------------------------------------------------------------|
 KX2211
 KX2211                          SUPERSEDED SURVEY CONTROL
 KX2211
 KX2211  NAD 83(1986)-  40 52 56.90121(N)    078 20 42.38870(W) AD(       ) 1
 KX2211  NAD 27      -  40 52 56.68700(N)    078 20 43.31600(W) AD(       ) 1
 KX2211
 KX2211.Superseded values are not recommended for survey control.
 KX2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2211.See file dsdata.txt to determine how the superseded data were derived.
 KX2211
 KX2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF2368829104(NAD 83)
 KX2211_MARKER: DD = SURVEY DISK
 KX2211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2211
 KX2211  HISTORY     - Date     Condition        Report By
 KX2211  HISTORY     - 1933     MONUMENTED       USGS
 KX2211  HISTORY     - 1938     GOOD             CGS
 KX2211  HISTORY     - 1941     GOOD             CGS
 KX2211
 KX2211                          STATION DESCRIPTION
 KX2211
 KX2211'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (GLA)
 KX2211'THIS STATION IS AN OLD U.S.G.S. STATION RECOVERED.  IT IS IN DECATUR
 KX2211'TOWNSHIP, ABOUT 5 MILES SW OF WEST DECATUR POST OFFICE.  THE
 KX2211'STATION IS ON TOP OF THE BARE-TOPPED HILL IN THE FIELD NEAREST THE
 KX2211'ROAD, HOWEVER, THERE IS A HIGHER HILL ABOUT 1/2 MILE E AND ALSO
 KX2211'THERE IS HIGHER GROUND TO THE S, ABOUT 1 MILE.  THE STATION IS ABOUT
 KX2211'600 FEET E OF THE ROAD, 200 FEET W OF THE HEDGE ROW ALONG THE E
 KX2211'EDGE OF THE FIELD, AND 275 FEET N OF AN E-W WIRE FENCE LINE.  THE
 KX2211'MARK IS A STANDARD U.S.G.S. DISK STAMPED KEPHART AND RESET
 KX2211'(1933).  IT PROJECTS 5 INCHES.
 KX2211'
 KX2211'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 KX2211'CONCRETE.
 KX2211'
 KX2211'REFERENCE MARK NO. 1 IS IN THE HEDGE ROW ALONG THE E EDGE OF THE
 KX2211'FIELD, 200 FEET N OF THE E-W FENCE AND PROJECTS 2 INCHES.
 KX2211'
 KX2211'REFERENCE MARK NO. 2 IS 1 FOOT N OF THE E-W FENCE LINE, 160 FEET W OF
 KX2211'THE HEDGE ROW, AND PROJECTS 3 INCHES.
 KX2211'
 KX2211'TO REACH, FOLLOW U.S. HIGHWAY 322 TO WEST DECATUR POST OFFICE
 KX2211'(LOCALLY KNOWN AS BLUEBALL).  FROM THE POST OFFICE, GO W ON A
 KX2211'CINDER ROAD 0.3 MILE TO THE LARGE YELLOW SCHOOL, TURN LEFT ON A
 KX2211'TARRED ROAD, AND FOLLOW IT 4.8 MILES TO THE END OF THE MACADAM, AND
 KX2211'A FORKS.  TAKE THE RIGHT FORK 0.1 MILE ACROSS THE RAILROAD, THEN TURN
 KX2211'LEFT AND GO 1.0 MILE TO TOP OF GRADE.  HERE TURN LEFT INTO FIELD
 KX2211'ABOUT 200 YARDS TO THE TOP OF THE HILL AND THE STATION.
 KX2211
 KX2211                          STATION RECOVERY (1938)
 KX2211
 KX2211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (APR)
 KX2211'STATION WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 KX2211'
 KX2211'A NEW AZIMUTH MARK WAS SET APPROXIMATELY 0.4 MILE S OF THE STATION,
 KX2211'IN THE S SIDE OF A FIELD NOW BEING USED FOR AN AMUSEMENT PARK
 KX2211'AND BASEBALL DIAMOND.  IT IS A STANDARD DISK STAMPED KEPHART 1938,
 KX2211'AND PROJECTS 8 INCHES ABOVE THE SURFACE.
 KX2211'
 KX2211'TO REACH THE AZIMUTH FROM THE STATION, GO W 0.5 MILE TO GRAVEL ROAD,
 KX2211'TURN RIGHT AND CONTINUE FOR 0.35 MILE TO Y AND JUNCTION WITH
 KX2211'MACADAM ROAD.  TURN LEFT FOR 100 YARDS AND BEAR RIGHT OVER FIELD TO
 KX2211'THE EDGE OF TIMBER AND MARK.
 KX2211
 KX2211                          STATION RECOVERY (1941)
 KX2211
 KX2211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2211'THE STATION, REFERENCE, AND AZIMUTH MARKS RECOVERED AND FOUND IN GOOD
 KX2211'CONDITION.  FOLLOWING, IS A NEW DESCRIPTION-
 KX2211'
 KX2211'THE STATION IS ABOUT 4.5 MILES NW OF OSCEOLA MILLS, ON THE HIGHEST
 KX2211'POINT OF A ROUND TOP HILL, AND ON PROPERTY OWNED AND OCCUPIED BY
 KX2211'HARRY KEPHART.  IT IS STAMPED KEPHART U.S.G.S. 1900-1933 AND PROJECTS
 KX2211'6 INCHES.
 KX2211'
 KX2211'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 KX2211'SET IN CONCRETE.
 KX2211'
 KX2211'REFERENCE MARK NO. 1 IS STAMPED KEPHART 1933 NO. 1 AND PROJECTS 3
 KX2211'INCHES.
 KX2211'
 KX2211'REFERENCE MARK NO. 2 IS STAMPED KEPHART 1933 NO. 2 AND PROJECTS 3
 KX2211'INCHES.
 KX2211'
 KX2211'THE AZIMUTH MARK IS ON PROPERTY OWNED AND OCCUPIED BY CLARENCE
 KX2211'KEPHART, BUT USED AS AN AMUSEMENT PARK.  IT IS 0.05 MILE E OF A DIRT
 KX2211'ROAD, AND IN THE N EDGE OF THE WOODS ON THE S SIDE OF THE PARK.  IT
 KX2211'IS STAMPED KEPHART 1938 AND PROJECTS 8 INCHES.
 KX2211'
 KX2211'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W 0.1 MILE TO THE
 KX2211'ROAD, TURN LEFT AND GO S FOR 0.4 MILE TO THE T-ROADS, CONTINUE
 KX2211'STRAIGHT AHEAD FOR 0.05 MILE TO THE EDGE OF THE WOODS, TURN SHARP
 KX2211'LEFT AND GO E ALONG THE N SIDE OF THE WOODS FOR 0.05 MILE TO THE
 KX2211'MARK ON THE RIGHT.
 KX2211'
 KX2211'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 46 AND 53 IN
 KX2211'OSCEOLA MILLS, GO W ON STATE HIGHWAY 53 FOR 1.45 MILES TO A FORK
 KX2211'RIGHT, TURN RIGHT AND GO NORTHWESTERLY FOR 3.0 MILES TO CROSSROADS AT
 KX2211'COAL RUN, CONTINUE STRAIGHT AHEAD FOR 0.75 MILE TO T-ROADS AND 7
 KX2211'MAIL BOXES, TURN RIGHT AND GO 0.3 MILE TO A FORKS, TAKE RIGHT FORK
 KX2211'AND GO 0.1 MILE TO TOP OF THE HILL, HERE TURN RIGHT AND GO E ACROSS
 KX2211'THE FIELD FOR 0.1 MILE TO THE HIGHEST POINT AND STATION.
 KX2211'
 KX2211'A 15-FOOT TOWER WILL SEE A 60-FOOT LIGHT AT STATION HIGHWAY.
 KX2211'
 KX2211'A 20-FOOT TOWER WILL SEE A 47-FOOT LIGHT AT STATION ALLEGHENY.
 KX2211'
 KX2211'AN 8-FOOT TOWER WILL SEE A 47-FOOT LIGHT AT STATION SNYDER.
 KX2211'
 KX2211'A 4-FOOT STAND WILL SEE A 74-FOOT LIGHT AT STATION LOST MOUNTAIN.
 KX2211'
 KX2211'NOTE-DISTANCE AND DIRECTION TO THE REFERENCE AND AZIMUTH MARKS
 KX2211'CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2027 ***********************************************************************
 KX2027  DESIGNATION -  KEPPLE
 KX2027  PID         -  KX2027
 KX2027  STATE/COUNTY-  PA/WESTMORELAND
 KX2027  USGS QUAD   -  GREENSBURG (1993)
 KX2027
 KX2027                         *CURRENT SURVEY CONTROL
 KX2027  ___________________________________________________________________
 KX2027* NAD 83(1992)-  40 22 16.20573(N)    079 35 10.30251(W)     ADJUSTED  
 KX2027* NAVD 88     -       446.     (meters)    1463.     (feet)  SCALED    
 KX2027  ___________________________________________________________________
 KX2027  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 KX2027  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KX2027
 KX2027  HORZ ORDER  -  THIRD
 KX2027
 KX2027.The horizontal coordinates were established by classical geodetic methods
 KX2027.and adjusted by the National Geodetic Survey in June 2002..
 KX2027
 KX2027.The orthometric height was scaled from a topographic map.
 KX2027
 KX2027.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2027
 KX2027.The geoid height was determined by GEOID03.
 KX2027
 KX2027;                    North         East     Units Scale Factor Converg.
 KX2027;SPC PA S     -   116,856.941   444,069.887   MT  0.99996046   -1 11 28.7
 KX2027;SPC PA S     -   383,388.15  1,456,919.29   sFT  0.99996046   -1 11 28.7
 KX2027;UTM  17      - 4,469,913.914   620,027.989   MT  0.99977734   +0 54 57.2
 KX2027
 KX2027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2027!SPC PA S     -   0.99993527  x   0.99996046  =   0.99989573
 KX2027!UTM  17      -   0.99993527  x   0.99977734  =   0.99971262
 KX2027
 KX2027:                Primary Azimuth Mark                     Grid Az
 KX2027:SPC PA S     -  ALTMAN                                   201 35 56.6
 KX2027:UTM  17      -  ALTMAN                                   199 29 30.7
 KX2027
 KX2027|---------------------------------------------------------------------|
 KX2027| PID    Reference Object                     Distance      Geod. Az  |
 KX2027|                                                           dddmmss.s |
 KX2027| KX2028 ALTMAN                              APPROX. 8.8 KM 2002427.9 |
 KX2027|---------------------------------------------------------------------|
 KX2027
 KX2027                          SUPERSEDED SURVEY CONTROL
 KX2027
 KX2027  NAD 83(1986)-  40 22 16.20935(N)    079 35 10.30907(W) AD(       ) 3
 KX2027  NAD 27      -  40 22 15.96373(N)    079 35 11.15372(W) AD(       ) 3
 KX2027
 KX2027.Superseded values are not recommended for survey control.
 KX2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2027.See file dsdata.txt to determine how the superseded data were derived.
 KX2027
 KX2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE2002869914(NAD 83)
 KX2027_MARKER: DD = SURVEY DISK
 KX2027_SETTING: 0 = UNSPECIFIED SETTING
 KX2027_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX2027
 KX2027  HISTORY     - Date     Condition        Report By
 KX2027  HISTORY     - 1899     MONUMENTED       USGS
 KX2027  HISTORY     - 1954     MARK NOT FOUND   USGS
 KX2027
 KX2027                          STATION DESCRIPTION
 KX2027
 KX2027'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 KX2027'ON RIDGE TIMBERED ON ITS NORTHERN END, 4.0 MI N. OF JEANNETTE AND 8.0
 KX2027'MI NW. OF GREENSBURG.  THE LAND IS OWNED BY MICHAEL KEPPLE, WHO LIVES
 KX2027'AT FOOT OF RIDGE ON SE. SIDE.
 KX2027'
 KX2027'STATION MARK--  STONE POST 30 BY 8 BY 8-IN. SET 26 IN. IN GROUND, IN
 KX2027'CENTER OF TOP OF WHICH IS CEMENTED A STANDARD DISK
 KX2027'MARKED---U S GEOLOGICAL SURVEY-PENNSYLVANIA---. NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1864 ***********************************************************************
 MB1864  DESIGNATION -  KERR
 MB1864  PID         -  MB1864
 MB1864  STATE/COUNTY-  PA/CRAWFORD
 MB1864  USGS QUAD   -  MEADVILLE (1990)
 MB1864
 MB1864                         *CURRENT SURVEY CONTROL
 MB1864  ___________________________________________________________________
 MB1864* NAD 83(1992)-  41 37 45.63787(N)    080 10 28.96515(W)     ADJUSTED  
 MB1864* NAVD 88     -       457.4    (meters)    1501.     (feet)  VERTCON   
 MB1864  ___________________________________________________________________
 MB1864  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 MB1864  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 MB1864
 MB1864  HORZ ORDER  -  SECOND
 MB1864
 MB1864.The horizontal coordinates were established by classical geodetic methods
 MB1864.and adjusted by the National Geodetic Survey in June 2002..
 MB1864
 MB1864.The NAVD 88 height was computed by applying the VERTCON shift value to
 MB1864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MB1864
 MB1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB1864
 MB1864.The geoid height was determined by GEOID03.
 MB1864
 MB1864;                    North         East     Units Scale Factor Converg.
 MB1864;SPC PA N     -   165,265.132   397,982.872   MT  0.99996366   -1 36 14.6
 MB1864;SPC PA N     -   542,207.35  1,305,715.47   sFT  0.99996366   -1 36 14.6
 MB1864;UTM  17      - 4,608,952.937   568,743.831   MT  0.99965815   +0 32 53.8
 MB1864
 MB1864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB1864!SPC PA N     -   0.99993355  x   0.99996366  =   0.99989721
 MB1864!UTM  17      -   0.99993355  x   0.99965815  =   0.99959172
 MB1864
 MB1864|---------------------------------------------------------------------|
 MB1864| PID    Reference Object                     Distance      Geod. Az  |
 MB1864|                                                           dddmmss.s |
 MB1864| CX3952 KERR RM 1                            27.895 METERS 05621     |
 MB1864| CX3953 KERR RM 2                            24.975 METERS 31519     |
 MB1864| MB1862 VERNON                              APPROX. 4.4 KM 3320312.6 |
 MB1864| MB1863 MEADVILLE RADIO STA WMGW MAST        90.351 METERS 35540     |
 MB1864|---------------------------------------------------------------------|
 MB1864
 MB1864                          SUPERSEDED SURVEY CONTROL
 MB1864
 MB1864  NAD 83(1995)-  41 37 45.64376(N)    080 10 28.96868(W) AD(       ) 2
 MB1864  NAD 83(1986)-  41 37 45.64445(N)    080 10 28.96942(W) AD(       ) 2
 MB1864  NAD 27      -  41 37 45.45099(N)    080 10 29.75304(W) AD(       ) 2
 MB1864  NGVD 29 (07/19/86)  457.6    (m)         1501.     (f) VERT ANG       
 MB1864
 MB1864.Superseded values are not recommended for survey control.
 MB1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1864.See file dsdata.txt to determine how the superseded data were derived.
 MB1864
 MB1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG6874408953(NAD 83)
 MB1864_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MB1864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB1864
 MB1864  HISTORY     - Date     Condition        Report By
 MB1864  HISTORY     - 1961     MONUMENTED       CGS
 MB1864  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MB1864
 MB1864                          STATION DESCRIPTION
 MB1864
 MB1864'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 MB1864'THE STATION IS LOCATED ON A HIGH HILL ABOUT 1.0 MILE SOUTHWEST OF
 MB1864'MEADVILLE, AT THE SITE WHERE THE WMGW RADIO TRANSMITTING
 MB1864'STATION IS LOCATED.  PERMISSION WAS OBTAINED FROM MR. WILLIAM H. RICH
 MB1864'OF NEW YORK AND MR. MURICE, THE ENGINEER AT THE RADIO STATION.
 MB1864'
 MB1864'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 6, 322 AND 19 IN
 MB1864'THE SOUTH EDGE OF MEADVILLE, AT THE CORNER OF PARK AVENUE AND
 MB1864'LINDEN STREET, GO WEST ON LINDEN STREET FOR 0.1 MILE TO WATER STREET,
 MB1864'TURN RIGHT ON WATER STREET FOR 0.2 MILE TO MERCER STREET,
 MB1864'TURN LEFT ON MERCER STREET FOR 0.2 MILE TO THE WEST END OF A STEEL
 MB1864'BRIDGE, BEAR LEFT ABOUT 100 FEET ON STATE HIGHWAY 102 TO A
 MB1864'SIDE STREET RIGHT, TURN RIGHT AND GO WEST UP A STEEP HILL FOR 0.75
 MB1864'MILE TO A RADIO MAST AND THE STATION IS LOCATED ABOUT 400 FEET
 MB1864'SOUTHEAST OF THE MAST.
 MB1864'
 MB1864'THE STATION MARK, A STANDARD DISK STAMPED KERR 1961, IS SET IN TOP OF
 MB1864'A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 MB1864'SURFACE.  IT IS 215.5 FEET SOUTH OF THE SOUTHEAST CORNER OF A CINDER
 MB1864'BLOCK BUILDING, 92.4 FEET SOUTHWEST OF A POWERLINE POLE
 MB1864'NUMBER 5C358 AND 2.5 FEET NORTH OF A STANDARD METAL WITNESS POST AND
 MB1864'MARKER.
 MB1864'
 MB1864'REFERENCE MARK 1, A STANDARD DISK STAMPED KERR NO 1 1961, IS SET IN
 MB1864'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE
 MB1864'THE GROUND SURFACE.  IT IS 208.7 FEET SOUTHEAST OF THE SOUTHEAST
 MB1864'CORNER OF THE CINDER BLOCK BUILDING, 93.5 FEET
 MB1864'NORTHEAST OF THE WITNESS POST, 2.9 FEET SOUTH OF A POWERLINE POLE
 MB1864'NUMBER 5C358 AND IS ABOUT THE SAME ELEVATION AS THE STATION
 MB1864'MARK.
 MB1864'
 MB1864'REFERENCE MARK 2, A STANDARD DISK STAMPED KERR NO 2 1961, IS SET IN
 MB1864'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE
 MB1864'THE GROUND SURFACE.  IT IS 147.6 FEET SOUTH OF THE SOUTHEAST CORNER
 MB1864'OF THE CINDER BLOCK BUILDING, 83.1 FEET NORTHWEST
 MB1864'OF THE WITNESS POST, 76.3 FEET SOUTH-SOUTHEAST OF THE POWERLINE POLE
 MB1864'NUMBER 5B734 AND IS ABOUT THE SAME ELEVATION AS THE STATION
 MB1864'MARK.
 MB1864'
 MB1864'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MB1864
 MB1864                          STATION RECOVERY (1967)
 MB1864
 MB1864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MB1864'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 MB1864'IN GOOD CONDITION.  THE 1961 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2241 ***********************************************************************
 MA2241  DESIGNATION -  KERSEY
 MA2241  PID         -  MA2241
 MA2241  STATE/COUNTY-  PA/ELK
 MA2241  USGS QUAD   -  KERSEY (1994)
 MA2241
 MA2241                         *CURRENT SURVEY CONTROL
 MA2241  ___________________________________________________________________
 MA2241* NAD 83(1992)-  41 21 29.18921(N)    078 36 00.23238(W)     ADJUSTED  
 MA2241* NAVD 88     -       631.7    (meters)    2073.     (feet)  VERTCON   
 MA2241  ___________________________________________________________________
 MA2241  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 MA2241  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 MA2241
 MA2241  HORZ ORDER  -  THIRD
 MA2241
 MA2241.The horizontal coordinates were established by classical geodetic methods
 MA2241.and adjusted by the National Geodetic Survey in June 2002..
 MA2241
 MA2241.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2241
 MA2241.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2241
 MA2241.The geoid height was determined by GEOID03.
 MA2241
 MA2241;                    North         East     Units Scale Factor Converg.
 MA2241;SPC PA N     -   132,663.050   528,872.334   MT  0.99995737   -0 33 44.5
 MA2241;SPC PA N     -   435,245.36  1,735,141.98   sFT  0.99995737   -0 33 44.5
 MA2241;UTM  17      - 4,581,290.665   700,749.414   MT  1.00009599   +1 35 10.7
 MA2241
 MA2241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2241!SPC PA N     -   0.99990593  x   0.99995737  =   0.99986330
 MA2241!UTM  17      -   0.99990593  x   1.00009599  =   1.00000191
 MA2241
 MA2241|---------------------------------------------------------------------|
 MA2241| PID    Reference Object                     Distance      Geod. Az  |
 MA2241|                                                           dddmmss.s |
 MA2241| CK7621 KERSEY RM 2                           5.497 METERS 18608     |
 MA2241| CK7620 KERSEY RM 1                          13.170 METERS 25244     |
 MA2241| CK7619 KERSEY AZ MK                                       2795415.4 |
 MA2241|---------------------------------------------------------------------|
 MA2241
 MA2241                          SUPERSEDED SURVEY CONTROL
 MA2241
 MA2241  NAD 83(1986)-  41 21 29.18956(N)    078 36 00.23293(W) AD(       ) 3
 MA2241  NAD 27      -  41 21 28.96950(N)    078 36 01.14937(W) AD(       ) 3
 MA2241  NGVD 29 (07/19/86)  631.8    (m)         2073.     (f) VERT ANG       
 MA2241
 MA2241.Superseded values are not recommended for survey control.
 MA2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2241.See file dsdata.txt to determine how the superseded data were derived.
 MA2241
 MA2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF0074981291(NAD 83)
 MA2241_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2241
 MA2241  HISTORY     - Date     Condition        Report By
 MA2241  HISTORY     - 1968     MONUMENTED       CGS
 MA2241
 MA2241                          STATION DESCRIPTION
 MA2241
 MA2241'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA2241'THE STATION IS LOCATED ABOUT 5-1/4 MILES SOUTH-SOUTHWEST OF ST.
 MA2241'MARYS, 1/4 MILE SOUTH OF KERSEY AND AT THE KERSEY CITY WATER TANK.
 MA2241'THE WATER TANK IS CONCRETE AND ABOUT 40 BY 40 FEET AND 8 FEET HIGH.
 MA2241'
 MA2241'TO REACH THE STATION FROM THE POST OFFICE IN KERSEY GO EAST ON STATE
 MA2241'HIGHWAY 948 FOR 0.3 MILE TO A SIDE ROAD RIGHT AT A GULF SERVICE
 MA2241'STATION, TURN RIGHT AND GO SOUTH FOR 0.1 MILE TO A T ROAD, TURN RIGHT
 MA2241'AND GO WEST AND SOUTH ON A MACADAM ROAD FOR 0.2 MILE TO A CUT ON
 MA2241'THE LEFT IN A STEEP BANK, TURN LEFT AND GO EAST ON TRACK ROAD THROUGH
 MA2241'THE CUT FOR 0.2 MILE TO THE TANK AND THE STATION.
 MA2241'
 MA2241'THE STATION MARK IS 9 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF
 MA2241'THE TANK AND 4.6 FEET EAST OF A METAL WITNESS POST.  IT IS A
 MA2241'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH
 MA2241'THE GROUND AND IS STAMPED KERSEY 1968.
 MA2241'
 MA2241'REFERENCE MARK NO. 1 IS 43.8 FEET SOUTH-SOUTHEAST OF THE WITNESS
 MA2241'POST, 2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE TANK AND
 MA2241'ABOUT 2 FEET HIGHER THAN THE STATION.  IT IS A STANDARD DISK SET IN
 MA2241'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES AND
 MA2241'IS STAMPED KERSEY NO 1 1968.
 MA2241'
 MA2241'REFERENCE MARK NO. 2 IS 22.6 FEET WEST-SOUTHWEST OF THE METAL WITNESS
 MA2241'POST, 12.7 FEET WEST OF THE NORTHEAST CORNER OF THE TANK AND 2.4
 MA2241'FEET EAST OF THE NORTH SIDE OF THE TANK.  IT IS A STANDARD DISK
 MA2241'CEMENTED IN A DRILL HOLE IN A CONCRETE PAD PROJECTING NORTH FROM THE
 MA2241'TANK AND IS STAMPED KERSEY NO 2 1968.
 MA2241'
 MA2241'THE AZIMUTH MARK IS 100 FEET EAST OF THE JUNCTION OF STATE HIGHWAY
 MA2241'948 AND RIDGE ROAD, 32 FEET SOUTH OF THE APPROXIMATE CENTER OF STATE
 MA2241'HIGHWAY 948, 7 FEET WEST OF THE APPROXIMATE CENTER OF ROAD INTO
 MA2241'CEMETERY, 2.5 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE NO. 96837 AND
 MA2241'2 FEET NORTH-NORTHEAST OF A METAL WITNESS POST.  IT IS A STANDARD
 MA2241'DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3
 MA2241'INCHES AND IS STAMPED KERSEY 1968.
 MA2241'
 MA2241'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN KERSEY GO WEST ON
 MA2241'STATE HIGHWAY 948 FOR 1.0 MILE TO THE EARLEYVILLE CEMETERY ON THE
 MA2241'LEFT AND THE MARK.
 MA2241'
 MA2241'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0590 ***********************************************************************
 MA0590  DESIGNATION -  KETNER DAM
 MA0590  PID         -  MA0590
 MA0590  STATE/COUNTY-  PA/ELK
 MA0590  USGS QUAD   -  WILCOX (1983)
 MA0590
 MA0590                         *CURRENT SURVEY CONTROL
 MA0590  ___________________________________________________________________
 MA0590* NAD 83(1986)-  41 32 51.     (N)    078 37 47.     (W)     SCALED    
 MA0590* NAVD 88     -       480.956  (meters)    1577.94   (feet)  ADJUSTED  
 MA0590  ___________________________________________________________________
 MA0590  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 MA0590  DYNAMIC HT  -         480.750 (meters)    1577.26  (feet)  COMP
 MA0590  MODELED GRAV-     980,180.8   (mgal)                       NAVD 88
 MA0590
 MA0590  VERT ORDER  -  FIRST     CLASS I
 MA0590
 MA0590.The horizontal coordinates were scaled from a topographic map and have
 MA0590.an estimated accuracy of +/- 6 seconds.
 MA0590
 MA0590.The orthometric height was determined by differential leveling
 MA0590.and adjusted by the National Geodetic Survey in June 1991..
 MA0590
 MA0590.The geoid height was determined by GEOID03.
 MA0590
 MA0590.The dynamic height is computed by dividing the NAVD 88
 MA0590.geopotential number by the normal gravity value computed on the
 MA0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0590.degrees latitude (g = 980.6199 gals.).
 MA0590
 MA0590.The modeled gravity was interpolated from observed gravity values.
 MA0590
 MA0590;                    North         East    Units  Estimated Accuracy
 MA0590;SPC PA N     -   153,720.      526,610.      MT  (+/- 180 meters Scaled)
 MA0590
 MA0590                          SUPERSEDED SURVEY CONTROL
 MA0590
 MA0590  NGVD 29 (??/??/92)  481.108  (m)         1578.44   (f) ADJ UNCH    1 1
 MA0590
 MA0590.Superseded values are not recommended for survey control.
 MA0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0590.See file dsdata.txt to determine how the superseded data were derived.
 MA0590
 MA0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG976022(NAD 83)
 MA0590_MARKER: DD = SURVEY DISK
 MA0590_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0590_SP_SET: CONC SPILLWAY
 MA0590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0590
 MA0590  HISTORY     - Date     Condition        Report By
 MA0590  HISTORY     - UNK      MONUMENTED       BORR
 MA0590  HISTORY     - 1967     GOOD             NGS
 MA0590  HISTORY     - 20040419 GOOD             USPSQD
 MA0590
 MA0590                          STATION DESCRIPTION
 MA0590
 MA0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0590'5.1 MI N FROM JOHNSONBURG.
 MA0590'ABOUT 5.1 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MA0590'THE RAILROAD OVERPASS FOR U.S. HIGHWAY 219 AT JOHNSONBURG, 9
 MA0590'POLES NORTH OF MILEPOST 163, 150 FEET EAST OF THE EAST RAIL OF
 MA0590'THE EAST SET OF TRACKS, SET IN THE TOP OF THE WEST CONCRETE
 MA0590'WALL OF THE MORE WESTERLY OF 2 CONCRETE SPILLWAYS AT THE OLD
 MA0590'KETNER DAM, 34 FEET NORTH OF THE SOUTH END OF THE WALL AND
 MA0590'ABOUT 61 FEET BELOW THE LEVEL OF THE TRACKS.
 MA0590
 MA0590                          STATION RECOVERY (2004)
 MA0590
 MA0590'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0590'TERRAIN BETWEEN RR TRACKS AND TOP OF CONCRETE WALL OF DAM IS VERY
 MA0590'STEEP. EAST SET OF RR TRACKS HAVE BEEN ABANDONED AND REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0959 ***********************************************************************
 LZ0959  DESIGNATION -  KETTLE
 LZ0959  PID         -  LZ0959
 LZ0959  STATE/COUNTY-  PA/UNION
 LZ0959  USGS QUAD   -  WILLIAMSPORT SE (1973)
 LZ0959
 LZ0959                         *CURRENT SURVEY CONTROL
 LZ0959  ___________________________________________________________________
 LZ0959* NAD 83(1992)-  41 04 07.72304(N)    077 01 46.82136(W)     ADJUSTED  
 LZ0959* NAVD 88     -       301.186  (meters)     988.14   (feet)  ADJUSTED  
 LZ0959  ___________________________________________________________________
 LZ0959  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 LZ0959  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 LZ0959  DYNAMIC HT  -         301.046 (meters)     987.68  (feet)  COMP
 LZ0959  MODELED GRAV-     980,152.0   (mgal)                       NAVD 88
 LZ0959
 LZ0959  HORZ ORDER  -  SECOND
 LZ0959  VERT ORDER  -  SECOND    CLASS 0
 LZ0959
 LZ0959.The horizontal coordinates were established by classical geodetic methods
 LZ0959.and adjusted by the National Geodetic Survey in June 2002..
 LZ0959
 LZ0959.The orthometric height was determined by differential leveling
 LZ0959.and adjusted by the National Geodetic Survey in June 1991..
 LZ0959
 LZ0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ0959
 LZ0959.The geoid height was determined by GEOID03.
 LZ0959
 LZ0959.The dynamic height is computed by dividing the NAVD 88
 LZ0959.geopotential number by the normal gravity value computed on the
 LZ0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0959.degrees latitude (g = 980.6199 gals.).
 LZ0959
 LZ0959.The modeled gravity was interpolated from observed gravity values.
 LZ0959
 LZ0959;                    North         East     Units Scale Factor Converg.
 LZ0959;SPC PA N     -   100,438.233   660,539.608   MT  0.99997524   +0 28 35.5
 LZ0959;SPC PA N     -   329,521.10  2,167,120.36   sFT  0.99997524   +0 28 35.5
 LZ0959;UTM  18      - 4,548,380.627   329,474.130   MT  0.99995790   -1 20 01.5
 LZ0959
 LZ0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ0959!SPC PA N     -   0.99995798  x   0.99997524  =   0.99993323
 LZ0959!UTM  18      -   0.99995798  x   0.99995790  =   0.99991589
 LZ0959
 LZ0959|---------------------------------------------------------------------|
 LZ0959| PID    Reference Object                     Distance      Geod. Az  |
 LZ0959|                                                           dddmmss.s |
 LZ0959| LZ0961 KETTLE RM 2                          22.910 METERS 11838     |
 LZ0959| LZ0962 KETTLE RM 3                                        24849     |
 LZ0959| LZ1725 LITTLE MTN                          APPROX. 2.9 KM 2811241.6 |
 LZ0959| LZ0960 KETTLE RM 1                          22.805 METERS 35353     |
 LZ0959|---------------------------------------------------------------------|
 LZ0959
 LZ0959                          SUPERSEDED SURVEY CONTROL
 LZ0959
 LZ0959  NAD 83(1986)-  41 04 07.72129(N)    077 01 46.81606(W) AD(       ) 2
 LZ0959  NAD 27      -  41 04 07.42910(N)    077 01 47.94990(W) AD(       ) 2
 LZ0959  NGVD 29 (??/??/92)  301.393  (m)          988.82   (f) ADJ UNCH    2 0
 LZ0959
 LZ0959.Superseded values are not recommended for survey control.
 LZ0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0959.See file dsdata.txt to determine how the superseded data were derived.
 LZ0959
 LZ0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL2947448381(NAD 83)
 LZ0959_MARKER: DS = TRIANGULATION STATION DISK
 LZ0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0959_STAMPING: KETTLE 1959
 LZ0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0959+STABILITY: SURFACE MOTION
 LZ0959
 LZ0959  HISTORY     - Date     Condition        Report By
 LZ0959  HISTORY     - 1959     MONUMENTED       CGS
 LZ0959  HISTORY     - 1960     GOOD             NGS
 LZ0959
 LZ0959                          STATION DESCRIPTION
 LZ0959
 LZ0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LZ0959'THE STATION IS LOCATED ON STATE FOREST LANDS, ABOUT 9-1/2 MILES EAST
 LZ0959'OF CARROLL, 8-1/2 MILES WEST OF WHITE DEER, 8-1/2 MILES SOUTHWEST
 LZ0959'OF MILTON AND ABOUT 0.3 MILE SOUTH OF COUNTY HIGHWAY 59031.
 LZ0959'
 LZ0959'TO REACH THE STATION FROM THE POST OFFICE AND SERVICE STATION, WHICH
 LZ0959'IS IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF U.S. HIGHWAY 15
 LZ0959'AND COUNTY HIGHWAY 59031, IN WHITE DEER, GO WEST ON COUNTY HIGHWAY
 LZ0959'59031 FOR 3.39 MILES TO A T-ROAD INTERSECTION.  CONTINUE WEST ON
 LZ0959'COUNTY HIGHWAY 59031 FOR 5.15 MILES TO A GRAVELED ROAD ON THE LEFT,
 LZ0959'SOUTH, SIDE OF THE HIGHWAY.  TURN LEFT AND GO SOUTH ON THE GRAVELED
 LZ0959'ROAD FOR 0.1 MILE TO THE END OF THE GRAVELED ROAD, A CLUB HOUSE ON
 LZ0959'THE LEFT, EAST, SIDE OF THE ROAD AND A DIM WOODS ROAD STRAIGHT
 LZ0959'AHEAD.  CONTINUE STRAIGHT AHEAD AND GO SOUTH ON THE DIM WOODS
 LZ0959'ROAD FOR 0.23 MILE TO A DIM WOODS CROSSROAD, A 8-INCH TRIANGULAR
 LZ0959'BLAZED OAK TREE, A STANDARD METAL WITNESS POST AND MARKER AND THE
 LZ0959'STATION ON THE LEFT, IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF
 LZ0959'THE CROSSROAD.
 LZ0959'
 LZ0959'THE STATION MARK, A STANDARD DISK STAMPED KETTLE 1959, IS SET IN THE
 LZ0959'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE
 LZ0959'SURFACE OF THE GROUND.  IT IS 37 FEET NORTHEAST OF A 8-INCH
 LZ0959'TRIANGULAR BLAZED OAK TREE AND 2.6 FEET SOUTH OF A STANDARD METAL
 LZ0959'WITNESS POST AND MARKER.
 LZ0959'
 LZ0959'REFERENCE MARK 1, A STANDARD DISK STAMPED KETTLE NO 1 1959, IS SET IN
 LZ0959'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 LZ0959'ABOVE THE SURFACE OF THE GROUND.  IT IS 72.1 FEET NORTH OF A STANDARD
 LZ0959'METAL WITNESS POST AND MARKER AND 14 FEET EAST OF THE CENTER OF A
 LZ0959'WOODS ROAD.
 LZ0959'
 LZ0959'REFERENCE MARK 2, A STANDARD DISK STAMPED KETTLE NO 2 1959, IS SET IN
 LZ0959'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 LZ0959'ABOVE THE SURFACE OF THE GROUND.  IT IS 76.2 FEET SOUTHEAST OF A
 LZ0959'STANDARD METAL WITNESS POST AND MARKER AND 2 FEET NORTHEAST OF
 LZ0959'A 4-INCH PINE TREE WITH A TRIANGULAR BLAZE.
 LZ0959'
 LZ0959'REFERENCE MARK 3, A STANDARD DISK STAMPED KETTLE NO 3 1959, IS
 LZ0959'CEMENTED IN A DRILL IN THE TOP OF A 3 BY 4 FOOT BOULDER WHICH
 LZ0959'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 26.4 FEET
 LZ0959'NORTHWEST OF A 10-INCH PINE TREE, 6.6 FEET EAST OF A STANDARD
 LZ0959'METAL WITNESS POST AND MARKER AND ABOUT 1 FOOT NORTH OF THE NORTH
 LZ0959'TRACK OF A EAST AND WEST DIM ROAD.
 LZ0959'
 LZ0959'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LZ0959
 LZ0959                          STATION RECOVERY (1960)
 LZ0959
 LZ0959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 LZ0959'11.4 MI W FROM NEW COLUMBIA.
 LZ0959'4.1 MILES WEST ALONG COUNTY ROADS 59024 AND 59026 FROM THE
 LZ0959'JUNCTION OF A CITY ROAD LEADING TO THE WHITE DEER ELEMENTARY
 LZ0959'SCHOOL AT NEW COLUMBIA, THENCE 1.9 MILES NORTH ALONG COUNTY ROAD
 LZ0959'59045, THENCE 5.1 MILES WEST ALONG COUNTY ROAD 59031, AND THENCE
 LZ0959'LEFT (SOUTH) AT A SMALL WHITE BRIDGE ALONG A GRAVEL ROAD FOR 0.3
 LZ0959'MILE TO THE MARK, ABOUT 1.0 MILE SOUTHWEST OF BENCH MARK K 241,
 LZ0959'279 FEET EAST OF R.M. 3, 75 FEET SOUTH OF R.M. 1, 75 FEET
 LZ0959'NORTHWEST OF R.M. 2, AND 3 FEET SOUTH OF A METAL WITNESS POST.
 LZ0959'A COAST AND GEODETIC SURVEY TRIANGULATION-STATION DISK STAMPED
 LZ0959'KETTLE 1959 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 LZ0959'INCHES ABOVE GROUND.  NOTE-- THIS BENCH MARK CAN ALSO BE REACHED
 LZ0959'BY GOING 8.5 MILES WEST ALONG COUNTY ROAD 629 FROM THE JUNCTION
 LZ0959'OF THE ROAD AND U.S. HIGHWAY 15 AT WHITE DEER.  (BENCH MARK IS
 LZ0959'0.1 MILE WEST OF THE END OF THE BLACKTOP ROAD.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2193 ***********************************************************************
 KX2193  DESIGNATION -  KETTLE
 KX2193  PID         -  KX2193
 KX2193  STATE/COUNTY-  PA/BLAIR
 KX2193  USGS QUAD   -  BELLWOOD (1984)
 KX2193
 KX2193                         *CURRENT SURVEY CONTROL
 KX2193  ___________________________________________________________________
 KX2193* NAD 83(1992)-  40 31 41.50218(N)    078 19 12.91528(W)     ADJUSTED  
 KX2193* NAVD 88     -       777.     (meters)    2549.     (feet)  SCALED    
 KX2193  ___________________________________________________________________
 KX2193  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 KX2193  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 KX2193
 KX2193  HORZ ORDER  -  FIRST
 KX2193
 KX2193.The horizontal coordinates were established by classical geodetic methods
 KX2193.and adjusted by the National Geodetic Survey in June 2002..
 KX2193
 KX2193.The orthometric height was scaled from a topographic map.
 KX2193
 KX2193.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2193
 KX2193.The geoid height was determined by GEOID03.
 KX2193
 KX2193;                    North         East     Units Scale Factor Converg.
 KX2193;SPC PA S     -   132,827.879   551,683.315   MT  0.99996041   -0 22 11.9
 KX2193;SPC PA S     -   435,786.13  1,809,981.01   sFT  0.99996041   -0 22 11.9
 KX2193;UTM  17      - 4,489,835.036   726,983.129   MT  1.00023423   +1 44 31.6
 KX2193
 KX2193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2193!SPC PA S     -   0.99988332  x   0.99996041  =   0.99984374
 KX2193!UTM  17      -   0.99988332  x   1.00023423  =   1.00011753
 KX2193
 KX2193:                Primary Azimuth Mark                     Grid Az
 KX2193:SPC PA S     -  LOOP LOOKOUT TOWER                       102 29 27.8
 KX2193:UTM  17      -  LOOP LOOKOUT TOWER                       100 22 44.3
 KX2193
 KX2193|---------------------------------------------------------------------|
 KX2193| PID    Reference Object                     Distance      Geod. Az  |
 KX2193|                                                           dddmmss.s |
 KX2193| KX2219 LOOP LOOKOUT TOWER                  APPROX.16.3 KM 1020715.9 |
 KX2193| CK7623 KETTLE RM 2                          13.093 METERS 22023     |
 KX2193| KX2199 ALTOONA PA RR TALL STACK            APPROX. 5.5 KM 2754056.6 |
 KX2193| CK7622 KETTLE RM 1                           8.090 METERS 35032     |
 KX2193|---------------------------------------------------------------------|
 KX2193
 KX2193                          SUPERSEDED SURVEY CONTROL
 KX2193
 KX2193  NAD 83(1986)-  40 31 41.50798(N)    078 19 12.92588(W) AD(       ) 1
 KX2193  NAD 27      -  40 31 41.25937(N)    078 19 13.87540(W) AD(       ) 1
 KX2193
 KX2193.Superseded values are not recommended for survey control.
 KX2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2193.See file dsdata.txt to determine how the superseded data were derived.
 KX2193
 KX2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE2698389835(NAD 83)
 KX2193_MARKER: DS = TRIANGULATION STATION DISK
 KX2193_SETTING: 80 = SET IN A BOULDER
 KX2193_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KX2193
 KX2193  HISTORY     - Date     Condition        Report By
 KX2193  HISTORY     - 1941     MONUMENTED       CGS
 KX2193  HISTORY     - 20031020 MARK NOT FOUND   GEOCAC
 KX2193
 KX2193                          STATION DESCRIPTION
 KX2193
 KX2193'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2193'THE STATION IS LOCATED ABOUT 4-1/2 MILES ENE FROM THE CENTER OF
 KX2193'ALTOONA, ON THE TOP OF ONE OF THE HIGH, TIMBER AND
 KX2193'BRUSH-COVERED POINTS OF BRUSH MOUNTAIN, ABOUT 2 MILES NE OF KETTLE
 KX2193'RESERVOIR AND ON LAND OWNED AND OCCUPIED BY MRS.  BLANCHE
 KX2193'MCMULLIN.  IT IS ON THE HIGHEST KNOB WHICH IS DIRECTLY UP THE
 KX2193'MOUNTAIN (W) OF MRS. MCMULLINS HOUSE, IN AN OPEN ROCKY AREA, 15
 KX2193'PACES W OF THE E EDGE OF THE RIDGE, 15 FEET SW OF A BLACK BIRCH TREE
 KX2193'WITH A TRIANGULAR BLAZE ON ITS S SIDE.  THE MARK IS STAMPED
 KX2193'KETTLE 1941 AND IS SET FLUSH.
 KX2193'
 KX2193'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN DRILL HOLES
 KX2193'IN BOULDERS.
 KX2193'
 KX2193'REFERENCE MARK NO. 1 IS STAMPED KETTLE NO. 1 1941 AND IS SET FLUSH.
 KX2193'
 KX2193'REFERENCE MARK NO. 2 IS STAMPED KETTLE NO. 2 1941 AND IS SET FLUSH.
 KX2193'
 KX2193'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION.  LOOP LOOKOUT TOWER,
 KX2193'ON A PROMINENT PEAK, IS VISIBLE FROM THE GROUND AND WILL SERVE AS
 KX2193'AN AZIMUTH MARK.
 KX2193'
 KX2193'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 220 AND STATE
 KX2193'HIGHWAY 36 (WHERE STATE HIGHWAY 36 TURNS W) IN ALTOONA, GO N ON
 KX2193'U.S. HIGHWAY 220 FOR 3.1 MILES TO A PAVED ROAD RIGHT AND ARROW SIGN
 KX2193'SINKING VALLEY, TURN RIGHT AND FOLLOW ROAD UPHILL AND THROUGH
 KX2193'GAP IN MOUNTAINS FOR 1.55 MILES TO KETTLE RESERVOIR ON RIGHT,
 KX2193'CONTINUE UPHILL FOR 1.3 MILES TO A DIRT ROAD FORK, LEFT, AT SIGN
 KX2193'MCMULLIN FARM 1 MILE, TAKE LEFT FORK AND FOLLOW MAIN ROAD NORTHERLY
 KX2193'ALONG SLOPE OF THE MOUNTAIN FOR 1.2 MILES TO MRS. MCMULLINS
 KX2193'HOUSE ON THE LEFT AND BARNS ON THE RIGHT, CONTINUE AHEAD FOR 0.1
 KX2193'MILE TO A GATE ON THE LEFT ENTERING A PASTURE WHICH IS THE END OF
 KX2193'TRUCK TRAVEL.  FROM HERE PACK STRAIGHT AHEAD UP THE STEEP MOUNTAIN
 KX2193'TO THE W AND STATION.  ABOUT A HALF-HOUR PACK.
 KX2193'
 KX2193'A 37-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT ALTOONA ASTRONOMIC 1890.
 KX2193'A 37-FOOT TOWER
 KX2193'WILL SEE A 74-FOOT LIGHT AT NORTHWOOD.
 KX2193'A 24-FOOT TOWER WILL SEE A 15-FOOT
 KX2193'LOGHT AT BELLWOOD.
 KX2193'A 24-FOOT TOWER WILL SEE A 64-FOOT LIGHT AT LOST
 KX2193'MOUNTAIN.
 KX2193'A 24-FOOT TOWER WILL SEE A 24-FOOT LIGHT AT WOPSY.
 KX2193'A 24-FOOT TOWER
 KX2193'WILL SEE AN 87-FOOT LIGHT AT BRUSH.
 KX2193'
 KX2193'NOTE- BECAUSE OF THE ROUGHNESS OF THE TERRAIN AND THE HEAVY TIMBER IN
 KX2193'THIS VICINITY IT IS IMPOSSIBLE TO ESTABLISH AN AZIMUTH MARK AT
 KX2193'THIS STATION.
 KX2193'
 KX2193'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 KX2193
 KX2193                          STATION RECOVERY (2003)
 KX2193
 KX2193'RECOVERY NOTE BY GEOCACHING 2003 (KAG)
 KX2193'WAS UNABLE TO FIND THE BLACK BIRCH TREE WITH A TRIANGULAR BLAZE ON ITS
 KX2193'S SIDE. PARALLELING THE RIDGE LINE NORTH APPROXIMATELY 30FT FROM THE
 KX2193'DATASHEET COORDINATES IS A BOLDER AT N40 31.697 W78 19.216 WITH A
 KX2193'CLEAR DRILL HOLE AND DEPRESSION WHERE A ROD AND DISK USED TO BE. COULD
 KX2193'NOT DETERMINE IF THIS WAS KETTLE NO. 1 OR NO. 2. WAS UNABLE TO FIND
 KX2193'ANY EVIDENCE OF THE SECOND DISK.
 KX2193' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0960 ***********************************************************************
 LZ0960  DESIGNATION -  KETTLE RM 1
 LZ0960  PID         -  LZ0960
 LZ0960  STATE/COUNTY-  PA/UNION
 LZ0960  USGS QUAD   -  WILLIAMSPORT SE (1973)
 LZ0960
 LZ0960                         *CURRENT SURVEY CONTROL
 LZ0960  ___________________________________________________________________
 LZ0960* NAD 83(1986)-  41 04 07.     (N)    077 01 46.     (W)     SCALED    
 LZ0960* NAVD 88     -       299.764  (meters)     983.48   (feet)  ADJUSTED  
 LZ0960  ___________________________________________________________________
 LZ0960  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 LZ0960  DYNAMIC HT  -         299.625 (meters)     983.02  (feet)  COMP
 LZ0960  MODELED GRAV-     980,152.0   (mgal)                       NAVD 88
 LZ0960
 LZ0960  VERT ORDER  -  SECOND    CLASS 0
 LZ0960
 LZ0960.The horizontal coordinates were scaled from a topographic map and have
 LZ0960.an estimated accuracy of +/- 6 seconds.
 LZ0960
 LZ0960.The orthometric height was determined by differential leveling
 LZ0960.and adjusted by the National Geodetic Survey in June 1991..
 LZ0960
 LZ0960.The geoid height was determined by GEOID03.
 LZ0960
 LZ0960.The dynamic height is computed by dividing the NAVD 88
 LZ0960.geopotential number by the normal gravity value computed on the
 LZ0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0960.degrees latitude (g = 980.6199 gals.).
 LZ0960
 LZ0960.The modeled gravity was interpolated from observed gravity values.
 LZ0960
 LZ0960;                    North         East    Units  Estimated Accuracy
 LZ0960;SPC PA N     -   100,420.      660,560.      MT  (+/- 180 meters Scaled)
 LZ0960
 LZ0960                          SUPERSEDED SURVEY CONTROL
 LZ0960
 LZ0960  NGVD 29 (??/??/92)  299.971  (m)          984.15   (f) ADJ UNCH    2 0
 LZ0960
 LZ0960.Superseded values are not recommended for survey control.
 LZ0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0960.See file dsdata.txt to determine how the superseded data were derived.
 LZ0960
 LZ0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL294483(NAD 83)
 LZ0960_MARKER: DR = REFERENCE MARK DISK
 LZ0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0960_STAMPING: KETTLE NO 1 1959
 LZ0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0960+STABILITY: SURFACE MOTION
 LZ0960
 LZ0960  HISTORY     - Date     Condition        Report By
 LZ0960  HISTORY     - 1959     MONUMENTED       CGS
 LZ0960  HISTORY     - 1960     GOOD             NGS
 LZ0960
 LZ0960                          STATION DESCRIPTION
 LZ0960
 LZ0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LZ0960'11.4 MI W FROM NEW COLUMBIA.
 LZ0960'75 FEET NORTH OF TRIANGULATION-STATION KETTLE, 132 FEET NORTHWEST
 LZ0960'OF R.M. 2, 288 FEET NORTHEAST OF R.M. 3, AND 72 FEET NORTH OF A
 LZ0960'METAL WITNESS POST.  A COAST AND GEODETIC SURVEY REFERENCE-MARK
 LZ0960'DISK STAMPED KETTLE NO 1 1959) AND SET IN THE TOP OF A CONCRETE
 LZ0960'POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0961 ***********************************************************************
 LZ0961  DESIGNATION -  KETTLE RM 2
 LZ0961  PID         -  LZ0961
 LZ0961  STATE/COUNTY-  PA/UNION
 LZ0961  USGS QUAD   -  WILLIAMSPORT SE (1973)
 LZ0961
 LZ0961                         *CURRENT SURVEY CONTROL
 LZ0961  ___________________________________________________________________
 LZ0961* NAD 83(1986)-  41 04 07.     (N)    077 01 46.     (W)     SCALED    
 LZ0961* NAVD 88     -       302.272  (meters)     991.70   (feet)  ADJUSTED  
 LZ0961  ___________________________________________________________________
 LZ0961  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 LZ0961  DYNAMIC HT  -         302.132 (meters)     991.24  (feet)  COMP
 LZ0961  MODELED GRAV-     980,152.0   (mgal)                       NAVD 88
 LZ0961
 LZ0961  VERT ORDER  -  SECOND    CLASS 0
 LZ0961
 LZ0961.The horizontal coordinates were scaled from a topographic map and have
 LZ0961.an estimated accuracy of +/- 6 seconds.
 LZ0961
 LZ0961.The orthometric height was determined by differential leveling
 LZ0961.and adjusted by the National Geodetic Survey in June 1991..
 LZ0961
 LZ0961.The geoid height was determined by GEOID03.
 LZ0961
 LZ0961.The dynamic height is computed by dividing the NAVD 88
 LZ0961.geopotential number by the normal gravity value computed on the
 LZ0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0961.degrees latitude (g = 980.6199 gals.).
 LZ0961
 LZ0961.The modeled gravity was interpolated from observed gravity values.
 LZ0961
 LZ0961;                    North         East    Units  Estimated Accuracy
 LZ0961;SPC PA N     -   100,420.      660,560.      MT  (+/- 180 meters Scaled)
 LZ0961
 LZ0961                          SUPERSEDED SURVEY CONTROL
 LZ0961
 LZ0961  NGVD 29 (??/??/92)  302.479  (m)          992.38   (f) ADJ UNCH    2 0
 LZ0961
 LZ0961.Superseded values are not recommended for survey control.
 LZ0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0961.See file dsdata.txt to determine how the superseded data were derived.
 LZ0961
 LZ0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL294483(NAD 83)
 LZ0961_MARKER: DR = REFERENCE MARK DISK
 LZ0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0961_STAMPING: KETTLE NO 2 1959
 LZ0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0961+STABILITY: SURFACE MOTION
 LZ0961
 LZ0961  HISTORY     - Date     Condition        Report By
 LZ0961  HISTORY     - 1959     MONUMENTED       CGS
 LZ0961  HISTORY     - 1960     GOOD             NGS
 LZ0961
 LZ0961                          STATION DESCRIPTION
 LZ0961
 LZ0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LZ0961'11.4 MI W FROM NEW COLUMBIA.
 LZ0961'75 FEET SOUTHEAST OF TRIANGULATION STATION KETTLE, 132 FEET
 LZ0961'SOUTHEAST OF R.M. 1, 285 FEET EAST OF R.M. 3, AND 78 FEET
 LZ0961'SOUTHEAST OF A METAL WITNESS POST.  A COAST AND GEODETIC SURVEY
 LZ0961'REFERENCE-MARK DISK STAMPED KETTLE NO 2 1959 AND SET IN THE TOP
 LZ0961'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0962 ***********************************************************************
 LZ0962  DESIGNATION -  KETTLE RM 3
 LZ0962  PID         -  LZ0962
 LZ0962  STATE/COUNTY-  PA/UNION
 LZ0962  USGS QUAD   -  WILLIAMSPORT SE (1973)
 LZ0962
 LZ0962                         *CURRENT SURVEY CONTROL
 LZ0962  ___________________________________________________________________
 LZ0962* NAD 83(1986)-  41 04 07.     (N)    077 01 46.     (W)     SCALED    
 LZ0962* NAVD 88     -       297.960  (meters)     977.56   (feet)  ADJUSTED  
 LZ0962  ___________________________________________________________________
 LZ0962  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 LZ0962  DYNAMIC HT  -         297.821 (meters)     977.10  (feet)  COMP
 LZ0962  MODELED GRAV-     980,152.0   (mgal)                       NAVD 88
 LZ0962
 LZ0962  VERT ORDER  -  SECOND    CLASS 0
 LZ0962
 LZ0962.The horizontal coordinates were scaled from a topographic map and have
 LZ0962.an estimated accuracy of +/- 6 seconds.
 LZ0962
 LZ0962.The orthometric height was determined by differential leveling
 LZ0962.and adjusted by the National Geodetic Survey in June 1991..
 LZ0962
 LZ0962.The geoid height was determined by GEOID03.
 LZ0962
 LZ0962.The dynamic height is computed by dividing the NAVD 88
 LZ0962.geopotential number by the normal gravity value computed on the
 LZ0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0962.degrees latitude (g = 980.6199 gals.).
 LZ0962
 LZ0962.The modeled gravity was interpolated from observed gravity values.
 LZ0962
 LZ0962;                    North         East    Units  Estimated Accuracy
 LZ0962;SPC PA N     -   100,420.      660,560.      MT  (+/- 180 meters Scaled)
 LZ0962
 LZ0962                          SUPERSEDED SURVEY CONTROL
 LZ0962
 LZ0962  NGVD 29 (??/??/92)  298.167  (m)          978.24   (f) ADJ UNCH    2 0
 LZ0962
 LZ0962.Superseded values are not recommended for survey control.
 LZ0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0962.See file dsdata.txt to determine how the superseded data were derived.
 LZ0962
 LZ0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL294483(NAD 83)
 LZ0962_MARKER: DR = REFERENCE MARK DISK
 LZ0962_SETTING: 66 = SET IN ROCK OUTCROP
 LZ0962_SP_SET: ROCK OUTCROP
 LZ0962_STAMPING: KETTLE NO 3 1959
 LZ0962_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ0962+STABILITY: POSITION/ELEVATION WELL
 LZ0962
 LZ0962  HISTORY     - Date     Condition        Report By
 LZ0962  HISTORY     - 1959     MONUMENTED       CGS
 LZ0962  HISTORY     - 1960     GOOD             NGS
 LZ0962
 LZ0962                          STATION DESCRIPTION
 LZ0962
 LZ0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LZ0962'11.4 MI W FROM NEW COLUMBIA.
 LZ0962'279 FEET WEST OF TRIANGULATION STATION KETTLE, 288 FEET SOUTHWEST
 LZ0962'OF R.M. 1, 285 FEET WEST OF R.M. 2, 3 FEET SOUTHWEST OF A METAL
 LZ0962'WITNESS POST, AND IN THE TOP OF A ROCK OUTCROP.  A COAST AND
 LZ0962'GEODETIC SURVEY REFERENCE-MARK DISK, STAMPED KETTLE NO 3 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2210 ***********************************************************************
 KX2210  DESIGNATION -  KEYLER RESET
 KX2210  PID         -  KX2210
 KX2210  STATE/COUNTY-  PA/CLEARFIELD
 KX2210  USGS QUAD   -  WALLACETON (1993)
 KX2210
 KX2210                         *CURRENT SURVEY CONTROL
 KX2210  ___________________________________________________________________
 KX2210* NAD 83(1992)-  40 57 37.49537(N)    078 19 50.68678(W)     ADJUSTED  
 KX2210* NAVD 88     -       643.     (meters)    2110.     (feet)  SCALED    
 KX2210  ___________________________________________________________________
 KX2210  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 KX2210  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KX2210
 KX2210  HORZ ORDER  -  FIRST
 KX2210
 KX2210.The horizontal coordinates were established by classical geodetic methods
 KX2210.and adjusted by the National Geodetic Survey in June 2002..
 KX2210
 KX2210.The orthometric height was scaled from a topographic map.
 KX2210
 KX2210.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2210
 KX2210.The geoid height was determined by GEOID03.
 KX2210
 KX2210;                    North         East     Units Scale Factor Converg.
 KX2210;SPC PA N     -    88,312.718   551,110.510   MT  0.99998845   -0 23 03.1
 KX2210;SPC PA N     -   289,739.31  1,808,101.73   sFT  0.99998845   -0 23 03.1
 KX2210;UTM  17      - 4,537,794.276   724,634.147   MT  1.00022110   +1 45 01.9
 KX2210
 KX2210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2210!SPC PA N     -   0.99990428  x   0.99998845  =   0.99989273
 KX2210!UTM  17      -   0.99990428  x   1.00022110  =   1.00012536
 KX2210
 KX2210|---------------------------------------------------------------------|
 KX2210| PID    Reference Object                     Distance      Geod. Az  |
 KX2210|                                                           dddmmss.s |
 KX2210| CK7625 KEYLER RM 1                          38.030 METERS 09701     |
 KX2210| CK7626 KEYLER RM 2                          20.900 METERS 18326     |
 KX2210| CK7624 KEYLER AZ MK                                       1850155.7 |
 KX2210| MA2225 CHICAGO NEW YORK AWY BCN 49A        APPROX. 9.4 KM 3055839.1 |
 KX2210|---------------------------------------------------------------------|
 KX2210
 KX2210                          SUPERSEDED SURVEY CONTROL
 KX2210
 KX2210  NAD 83(1986)-  40 57 37.49646(N)    078 19 50.69053(W) AD(       ) 1
 KX2210  NAD 27      -  40 57 37.28900(N)    078 19 51.62400(W) AD(       ) 1
 KX2210
 KX2210.Superseded values are not recommended for survey control.
 KX2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2210.See file dsdata.txt to determine how the superseded data were derived.
 KX2210
 KX2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF2463437794(NAD 83)
 KX2210_MARKER: DD = SURVEY DISK
 KX2210_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KX2210_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 KX2210
 KX2210  HISTORY     - Date     Condition        Report By
 KX2210  HISTORY     - 1933     MONUMENTED       USGS
 KX2210  HISTORY     - 1938     SEE DESCRIPTION  CGS
 KX2210
 KX2210                          STATION DESCRIPTION
 KX2210
 KX2210'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (GLA)
 KX2210'STATION IS ON SUMMIT OF HIGH HILL ON PROPERTY OF MR. WILLIAM VARNER.
 KX2210'HILLTOP IS BARE AND USED AS PASTURE LAND.  MARK IS A U.S.G.S.
 KX2210'STANDARD DISK SET IN A 3-INCH PIPE AND SURROUNDED BY A MASS OF
 KX2210'CONCRETE.
 KX2210'
 KX2210'REFERENCE MARKS NOS. 1 AND 2, STANDARD BRONZE DISKS SET IN CONCRETE
 KX2210'ARE ON TOP OF HILL AND PROJECT ABOUT 4 INCHES.
 KX2210'
 KX2210'TO REACH STATION FROM PHILIPSBURG, GO ON U.S. 322, 2.8 MILES BEYOND
 KX2210'WEST DECATUR TO A POINT WHERE 322 SWINGS R AND A MACADAM ROAD
 KX2210'LEADS STRAIGHT AHEAD, FOLLOW MACADAM ROAD 1.0 MILE TO CROSSROADS,
 KX2210'CONTINUE STRAIGHT AHEAD 0.3 MILE TO FIRST HOUSE ON R, TURN R INTO
 KX2210'APPLE ORCHARD JUST BEYOND HOUSE AND GO TO TOP OF HILL AND STATION.
 KX2210
 KX2210                          STATION RECOVERY (1938)
 KX2210
 KX2210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (APR)
 KX2210'STATION IS ON SUMMIT OF A HIGH HILL ON PROPERTY OF MR. WILLIAM
 KX2210'VARNER.  HILLTOP IS BARE AND IS USED AS PASTURE LAND. A STANDARD
 KX2210'U.S.G.S. MARK WAS FOUND IN AN IRON PIPE IN POOR CONDITION, SO POST
 KX2210'WAS REMOVED AND A STANDARD BRONZE DISK WAS SET IN A SQUARE CONCRETE
 KX2210'POST AND STAMPED KEYLER 1900 1938, MARK PROJECTS 2 INCHES OUT OF
 KX2210'GROUND, UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN BEDROCK.
 KX2210'
 KX2210'REFERENCE MARK NO. 1, STAMPED KEYLER 1933 NO 1, IS 124.77 FEET E OF
 KX2210'STATION.  REFERENCE MARK NO. 2, STAMPED KEYLER 1933 NO 2, IS 68.57
 KX2210'FEET S OF STATION.
 KX2210'
 KX2210'A NEW AZIMUTH WAS SET ABOUT 1/2 MILE S OF STATION IN FORK OF TWO DIRT
 KX2210'ROADS, MARK IS 6 FEET N OF A 12-INCH MAPLE TREE, 16 FEET N OF
 KX2210'CENTER LINE OF MAIN DIRT ROAD, AND 8 FEET SE OF SMALLER ROAD.
 KX2210'
 KX2210'TO REACH STATION FROM PHILIPSBURG, FOLLOW U.S. 322, 2.8 MILES BEYOND
 KX2210'WEST DECATUR TO A POINT WHERE 322 SWINGS R AND A MACADAM ROAD
 KX2210'LEADS STRAIGHT AHEAD.  TAKE MACADAM ROAD 1.0 MILE TO DIRT CROSSROADS,
 KX2210'CONTINUE STRAIGHT AHEAD 0.5 MILE TO FIRST HOUSE ON R. TURN R INTO
 KX2210'ORCHARD AND JUST BEYOND HOUSE AND GO TO TOP OF HILL AND STATION.
 KX2210'
 KX2210'*TO REACH AZIMUTH FROM THIS POINT, GO STRAIGHT AHEAD 0.25 MILE TO A
 KX2210'DIRT ROAD GOING SHARP L, TURN L AND GO 0.25 MILE TO INTERSECTION AND
 KX2210'AZIMUTH MARK.
 KX2210'
 KX2210'77-FOOT TOWER (STEEL) USED, ALL STATIONS ARE VISIBLE FROM GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0966 ***********************************************************************
 LZ0966  DESIGNATION -  KEYSTONE
 LZ0966  PID         -  LZ0966
 LZ0966  STATE/COUNTY-  PA/UNION
 LZ0966  USGS QUAD   -  WILLIAMSPORT SE (1973)
 LZ0966
 LZ0966                         *CURRENT SURVEY CONTROL
 LZ0966  ___________________________________________________________________
 LZ0966* NAD 83(1992)-  41 03 21.74440(N)    077 04 37.93771(W)     ADJUSTED  
 LZ0966* NAVD 88     -       329.260  (meters)    1080.25   (feet)  ADJUSTED  
 LZ0966  ___________________________________________________________________
 LZ0966  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 LZ0966  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 LZ0966  DYNAMIC HT  -         329.105 (meters)    1079.74  (feet)  COMP
 LZ0966  MODELED GRAV-     980,143.4   (mgal)                       NAVD 88
 LZ0966
 LZ0966  HORZ ORDER  -  SECOND
 LZ0966  VERT ORDER  -  SECOND    CLASS 0
 LZ0966
 LZ0966.The horizontal coordinates were established by classical geodetic methods
 LZ0966.and adjusted by the National Geodetic Survey in June 2002..
 LZ0966
 LZ0966.The orthometric height was determined by differential leveling
 LZ0966.and adjusted by the National Geodetic Survey in June 1991..
 LZ0966
 LZ0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ0966
 LZ0966.The geoid height was determined by GEOID03.
 LZ0966
 LZ0966.The dynamic height is computed by dividing the NAVD 88
 LZ0966.geopotential number by the normal gravity value computed on the
 LZ0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0966.degrees latitude (g = 980.6199 gals.).
 LZ0966
 LZ0966.The modeled gravity was interpolated from observed gravity values.
 LZ0966
 LZ0966;                    North         East     Units Scale Factor Converg.
 LZ0966;SPC PA N     -    98,987.803   656,555.876   MT  0.99997662   +0 26 42.3
 LZ0966;SPC PA N     -   324,762.48  2,154,050.40   sFT  0.99997662   +0 26 42.3
 LZ0966;UTM  18      - 4,547,056.760   325,446.611   MT  0.99997501   -1 21 52.7
 LZ0966
 LZ0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ0966!SPC PA N     -   0.99995358  x   0.99997662  =   0.99993020
 LZ0966!UTM  18      -   0.99995358  x   0.99997501  =   0.99992859
 LZ0966
 LZ0966:                Primary Azimuth Mark                     Grid Az
 LZ0966:SPC PA N     -  LITTLE MTN                               029 36 32.0
 LZ0966:UTM  18      -  LITTLE MTN                               031 25 07.0
 LZ0966
 LZ0966|---------------------------------------------------------------------|
 LZ0966| PID    Reference Object                     Distance      Geod. Az  |
 LZ0966|                                                           dddmmss.s |
 LZ0966| LZ1725 LITTLE MTN                          APPROX. 2.3 KM 0300314.3 |
 LZ0966| LZ0967 KEYSTONE RM 1                        23.398 METERS 05557     |
 LZ0966| LZ0969 KEYSTONE RM 3                                      1332415.7 |
 LZ0966| LZ0968 KEYSTONE RM 2                        23.505 METERS 28736     |
 LZ0966|---------------------------------------------------------------------|
 LZ0966
 LZ0966                          SUPERSEDED SURVEY CONTROL
 LZ0966
 LZ0966  NAD 83(1986)-  41 03 21.74213(N)    077 04 37.93262(W) AD(       ) 2
 LZ0966  NAD 27      -  41 03 21.45320(N)    077 04 39.05980(W) AD(       ) 2
 LZ0966  NGVD 29 (??/??/92)  329.462  (m)         1080.91   (f) ADJ UNCH    2 0
 LZ0966
 LZ0966.Superseded values are not recommended for survey control.
 LZ0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0966.See file dsdata.txt to determine how the superseded data were derived.
 LZ0966
 LZ0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL2544747057(NAD 83)
 LZ0966_MARKER: DS = TRIANGULATION STATION DISK
 LZ0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0966_STAMPING: KEYSTONE 1959
 LZ0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0966+STABILITY: SURFACE MOTION
 LZ0966
 LZ0966  HISTORY     - Date     Condition        Report By
 LZ0966  HISTORY     - 1959     MONUMENTED       CGS
 LZ0966  HISTORY     - 1960     GOOD             NGS
 LZ0966
 LZ0966                          STATION DESCRIPTION
 LZ0966
 LZ0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LZ0966'THE STATION IS LOCATED 11 MILES WEST OF WHITE DEER, 7 MILES EAST OF
 LZ0966'CARROLL 0.15 MILE SOUTH OF KEYSTONE CAMP, 0.14 MILE SOUTH OF
 LZ0966'WHITE DEER CREEK AND IS ON PROPERTY OF THE PENNSYLVANIA STATE FOREST.
 LZ0966'
 LZ0966'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 880 AND COUNTY
 LZ0966'HIGHWAY 18018 IN THE VILLAGE OF CARROLL, GO EAST ON COUNTY HIGHWAY
 LZ0966'18018 FOR 3.9 MILES TO CLINTON AND UNION COUNTY LINE AND END OF
 LZ0966'PAVEMENT.  CONTINUE EAST ON COUNTY HIGHWAY 59031 FOR 0.75 MILE
 LZ0966'TO CROSSROAD AND SIGN ON LEFT SAND RUN HUNTING CLUB.  CONTINUE EAST
 LZ0966'ON MAIN GRAVEL ROAD FOR 3.6 MILES TO A GRAVEL SIDE ROAD RIGHT.  TURN
 LZ0966'RIGHT AS PER SIGN MCCALL DAM RD AND GO SOUTH FOR 0.1 MILE TO A SMALL
 LZ0966'BRIDGE.  CROSS BRIDGE AND CONTINUE SOUTH ON GRAVEL ROAD FOR
 LZ0966'0.14 MILE TO WHERE MAIN ROAD CURVES LEFT AND STATION ON RIGHT AS
 LZ0966'DESCRIBED.
 LZ0966'
 LZ0966'THE STATION MARK, A STANDARD DISK STAMPED KEYSTONE 1959, IS SET IN
 LZ0966'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH ABOVE THE
 LZ0966'SURFACE OF THE GROUND.  IT IS 3.6 FEET EAST OF A STANDARD METAL
 LZ0966'WITNESS POST AND MARKER, 19 FEET NORTHWEST OF A 10 INCH
 LZ0966'TRIANGULAR BLAZED OAK TREE, 18 FEET SOUTHEAST OF A TRIANGULAR BLAZED
 LZ0966'OAK TREE, 52 FEET NORTH-NORTHWEST OF A 10 INCH TRIANGULAR
 LZ0966'BLAZED PINE TREE AND 48 FEET WEST OF THE GRAVEL ROAD.
 LZ0966'
 LZ0966'REFERENCE MARK 1, A STANDARD DISK STAMPED KEYSTONE NO 1 1959, IS SET
 LZ0966'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE
 LZ0966'THE SURFACE OF THE GROUND.  IT IS 80 FEET EAST OF THE STANDARD METAL
 LZ0966'WITNESS POST, 77 FEET NORTHEAST OF THE TRIANGULAR BLAZED PINE TREE
 LZ0966'AND 25 FEET EAST OF THE GRAVEL ROAD.
 LZ0966'
 LZ0966'REFERENCE MARK 2, A STANDARD DISK STAMPED KEYSTONE NO 2 1959, IS SET
 LZ0966'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES ABOVE
 LZ0966'THE SURFACE OF THE GROUND.  IT IS 76 FEET NORTHWEST OF THE STANDARD
 LZ0966'METAL WITNESS POST, 110 FEET WEST OF THE GRAVEL ROAD, 6 FEET NORTH
 LZ0966'OF THE CENTER OF A DIM WOODS ROAD AND 133 FEET NORTHWEST OF THE
 LZ0966'TRIANGULAR BLAZED PINE TREE.
 LZ0966'
 LZ0966'REFERENCE MARK 3, A STANDARD DISK STAMPED KEYSTONE NO 3 1959, IS SET
 LZ0966'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH
 LZ0966'ABOVE THE SURFACE OF THE GROUND.  IT IS 3.1 FEET SOUTH-SOUTHWEST OF A
 LZ0966'STANDARD METAL WITNESS POST AND MARKER, 16 FEET SOUTHWEST OF A
 LZ0966'GRAVEL ROAD AND SOUTHWEST OF THE STATION APPROXIMATELY 0.04 MILE.
 LZ0966'REFERENCE MARK 3 WAS USED AS AN AZIMUTH FOR THIS STATION.  TO REACH
 LZ0966'REFERENCE MARK 3 FROM STATION, GO SOUTHEAST ON GRAVEL ROAD FOR 0.04
 LZ0966'MILE TO MARK AND STANDARD METAL WITNESS POST ON RIGHT AS DESCRIBED.
 LZ0966'
 LZ0966'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LZ0966
 LZ0966                          STATION RECOVERY (1960)
 LZ0966
 LZ0966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 LZ0966'14.4 MI W FROM NEW COLUMBIA.
 LZ0966'4.1 MILES WEST ALONG COUNTY ROADS 59024 AND 59026 FROM THE
 LZ0966'JUNCTION OF A CITY ROAD LEADING TO THE WHITE DEER ELEMENTARY
 LZ0966'SCHOOL AT NEW COLUMBIA, THENCE 1.9 MILES NORTH ALONG COUNTY
 LZ0966'ROAD 59045, THENCE 8.1 MILES WEST ALONG COUNTY ROAD 59031, AND
 LZ0966'THENCE 0.3 MILE SOUTH ALONG A GRAVEL ROAD TO THE MARK, 0.5 MILE
 LZ0966'SOUTHWEST OF BENCH MARK W 241, 261 FEET NORTHWEST OF R.M. 3,
 LZ0966'77 FEET SOUTHWEST OF R.M. 1, 78 FEET SOUTHEAST OF R.M. 2, 39
 LZ0966'FEET SOUTHWEST OF THE CENTERLINE OF THE GRAVEL ROAD, AND 4
 LZ0966'FEET NORTHEAST OF A METAL WITNESS POST.  A COAST AND GEODETIC
 LZ0966'SURVEY TRIANGULATION-STATION DISK, STAMPED KEYSTONE 1959 AND
 LZ0966'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 LZ0966'THE GROUND.  NOTE-- THIS BENCH MARK CAN ALSO BE REACHED BY
 LZ0966'GOING 11.3 MILES WEST ALONG COUNTY ROAD 629 FROM THE JUNCTION
 LZ0966'OF THE ROAD AND U.S. HIGHWAY 15 AT WHITE DEER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2810 ***********************************************************************
 KW2810  DESIGNATION -  KEYSTONE
 KW2810  PID         -  KW2810
 KW2810  STATE/COUNTY-  PA/PERRY
 KW2810  USGS QUAD   -  WERTZVILLE (1987)
 KW2810
 KW2810                         *CURRENT SURVEY CONTROL
 KW2810  ___________________________________________________________________
 KW2810* NAD 83(1992)-  40 20 28.07671(N)    077 03 35.87056(W)     ADJUSTED  
 KW2810* NAVD 88     -       367.     (meters)    1204.     (feet)  SCALED    
 KW2810  ___________________________________________________________________
 KW2810  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 KW2810  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KW2810
 KW2810  HORZ ORDER  -  SECOND
 KW2810
 KW2810.The horizontal coordinates were established by classical geodetic methods
 KW2810.and adjusted by the National Geodetic Survey in June 2002..
 KW2810
 KW2810.The orthometric height was scaled from a topographic map.
 KW2810
 KW2810.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW2810
 KW2810.The geoid height was determined by GEOID03.
 KW2810
 KW2810;                    North         East     Units Scale Factor Converg.
 KW2810;SPC PA S     -   112,129.767   658,627.697   MT  0.99996132   +0 26 51.7
 KW2810;SPC PA S     -   367,879.08  2,160,847.70   sFT  0.99996132   +0 26 51.7
 KW2810;UTM  18      - 4,467,657.239   325,034.039   MT  0.99997685   -1 20 01.8
 KW2810
 KW2810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW2810!SPC PA S     -   0.99994780  x   0.99996132  =   0.99990912
 KW2810!UTM  18      -   0.99994780  x   0.99997685  =   0.99992465
 KW2810
 KW2810:                Primary Azimuth Mark                     Grid Az
 KW2810:SPC PA S     -  KEYSTONE AZ MK                           028 01 23.6
 KW2810:UTM  18      -  KEYSTONE AZ MK                           029 48 17.1
 KW2810
 KW2810|---------------------------------------------------------------------|
 KW2810| PID    Reference Object                     Distance      Geod. Az  |
 KW2810|                                                           dddmmss.s |
 KW2810| CK7627 KEYSTONE AZ MK                                     0282815.3 |
 KW2810| CK7628 KEYSTONE RM 1                        12.745 METERS 13848     |
 KW2810| CK7629 KEYSTONE RM 2                        11.747 METERS 26859     |
 KW2810|---------------------------------------------------------------------|
 KW2810
 KW2810                          SUPERSEDED SURVEY CONTROL
 KW2810
 KW2810  NAD 83(1986)-  40 20 28.07339(N)    077 03 35.87191(W) AD(       ) 2
 KW2810  NAD 27      -  40 20 27.76300(N)    077 03 36.94900(W) AD(       ) 2
 KW2810
 KW2810.Superseded values are not recommended for survey control.
 KW2810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2810.See file dsdata.txt to determine how the superseded data were derived.
 KW2810
 KW2810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK2503467657(NAD 83)
 KW2810_MARKER: DS = TRIANGULATION STATION DISK
 KW2810_SETTING: 80 = SET IN A BOULDER
 KW2810_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KW2810
 KW2810  HISTORY     - Date     Condition        Report By
 KW2810  HISTORY     - 1942     MONUMENTED       CGS
 KW2810  HISTORY     - 1952     GOOD             AMS
 KW2810
 KW2810                          STATION DESCRIPTION
 KW2810
 KW2810'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW2810'STATION IS ABOUT 4 MILES S BY W OF DUNCANNON AND 7 MILES W OF
 KW2810'MARYSVILLE, ON THE TIMBERED KNOLL ON TOP OF COVE MOUNTAIN.
 KW2810'
 KW2810'STATION MARK IS A STANDARD BRONZE DISK SET FLUSH IN A DRILL HOLE IN A
 KW2810'FLAT-TOPPED BOULDER 4 BY 8 FEET AND IS 150 FEET N OF WOODS ROAD
 KW2810'AND IS ON THE N EDGE OF THE HIGH PART OF THE MOUNTAIN, 6 FEET NW OF
 KW2810'8-INCH BLACK OAK.
 KW2810'
 KW2810'REFERENCE MARK NO. 1 IS A STANDARD DISK SET FLUSH IN A 3- BY 2-FOOT
 KW2810'BOULDER WHICH PROJECTS 8 INCHES.  IT IS SE OF THE STATION AND IS
 KW2810'15 FEET W OF FORKED CHESTNUT OAK (9 INCHES AND 13 INCHES
 KW2810'RESPECTIVELY).
 KW2810'
 KW2810'REFERENCE MARK NO. 2 IS A STANDARD DISK SET FLUSH IN A 2- BY 2-FOOT
 KW2810'BOULDER WHICH PROJECTS 8 INCHES.  IT IS W OF THE STATION AND IS 3
 KW2810'FEET E OF 6-INCH BLACK OAK.
 KW2810'
 KW2810'ALL REFERENCE MARKS ARE STAMPED WITH THEIR RESPECTIVE NUMBERS AND THE
 KW2810'NAME AND DATE OF THE STATION.
 KW2810'
 KW2810'THE AZIMUTH MARK IS 0.1 MILE N OF WHITE STONE HOUSE AT BASE OF
 KW2810'MOUNTAIN AND 0.4 MILE S OF END OF PAVED ROAD ON ROUTE TO STATION.
 KW2810'THE MARK IS A STANDARD BRONZE DISK SET IN A CONCRETE MONUMENT ALONG
 KW2810'THE FENCE LINE ON THE E SIDE OF THE ROAD, 12 FEET E OF THE CENTER
 KW2810'LINE OF THE ROAD, AND 90 FEET S OF PENNSYLVANIA POWER AND LIGHT POWER
 KW2810'LINE POLE NO. 51612.
 KW2810'
 KW2810'REACHED FROM THE DEPOT IN MARYSVILLE BY GOING N ON U.S. HIGHWAY 11
 KW2810'AND U.S. HIGHWAY 15 FOR 6.25 MILES TO A PAVED SIDE ROAD NO. 50034
 KW2810'GOING LEFT AT SMITHS SERVICE STATION (THIS IS 1.4 MILES S ALONG U.S.
 KW2810'HIGHWAYS 11 AND 15 FROM THEIR JUNCTION WITH STATE ROUTE 274 AT
 KW2810'THE S EDGE OF DUNCANNON), THEN TURN LEFT AND GO WESTERLY ON PAVED
 KW2810'ROAD NO. 50034 FOR 2.0 MILES TO END OF PAVEMENT AND A SIDE ROAD
 KW2810'LEFT, THEN TURN LEFT AND GO S ON A DIRT ROAD FOR 0.45 MILE TO A HOUSE
 KW2810'ON THE RIGHT AT THE BASE OF THE MOUNTAIN, THEN CONTINUE STRAIGHT
 KW2810'AHEAD ON OLD WOOD ROAD UP MOUNTAIN FOR 1.05 MILES TO DIM CROSSROADS
 KW2810'ON THE TOP OF MOUNTAIN, THEN TURN LEFT AND FOLLOW A WOOD ROAD E ALONG
 KW2810'TOP OF MOUNTAIN FOR 0.25 MILE TO TRIANGLE BLAZE ON A 6-INCH
 KW2810'OAK TREE, AND THEN GO 50 YARDS N TO TOP OF KNOLL AND STATION SITE.
 KW2810'
 KW2810'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 KW2810
 KW2810                          STATION RECOVERY (1952)
 KW2810
 KW2810'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 KW2810'THE STATION, A STANDARD USC AND GS BRONZE TRIANGULATION DISC, SET IN
 KW2810'THE TOP OF A LARGE OUTCROPPING FLAT ROCK, PROJECTING 8
 KW2810'INCHES ABOVE GROUND ELEVATION, WAS RECOVERED IN GOOD CONDITION, WITH
 KW2810'THE FOLLOWING ADDITIONS AND CORRECTIONS-
 KW2810'
 KW2810'THE DIM CROSSROADS AT THE TOP OF THE MOUNTAIN IS NOW VERY INDISTINCT.
 KW2810'SUGGESTED CHANGE TO DESCRIPTION FOLLOWS- HOUSE ON THE RIGHT AT
 KW2810'THE BASE OF THE MOUNTAIN, CONTINUE STRAIGHT AHEAD, S UP MOUNTAIN FOR
 KW2810'1.05 MILES TO A SHARP CURVE TO LEFT AT TOP OF RIDGE, AND A VERY DIM
 KW2810'TRAIL CROSSING.  TURN LEFT E VIA VERY DIM TRAIL FOR 1/4 MILE.  TURN
 KW2810'LEFT N FOR APPROXIMATELY 50 YARDS TO THE STATION SITE.
 KW2810'
 KW2810'THE STATION IS 83-1/2 FEET E OF AN ISOLATED PINE, 13-1/2 FEET NW OF A
 KW2810'SMALL ISOLATED PINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV7095 ***********************************************************************
 KV7095  DESIGNATION -  KEYSTONE
 KV7095  PID         -  KV7095
 KV7095  STATE/COUNTY-  PA/PHILADELPHIA
 KV7095  USGS QUAD   -  BEVERLY (1973)
 KV7095
 KV7095                         *CURRENT SURVEY CONTROL
 KV7095  ___________________________________________________________________
 KV7095* NAD 83(1996)-  40 02 52.74233(N)    074 59 50.43561(W)     ADJUSTED  
 KV7095* NAVD 88     -        18.2    (meters)      60.     (feet)  GPS OBS   
 KV7095  ___________________________________________________________________
 KV7095  X           -   1,265,655.158 (meters)                     COMP
 KV7095  Y           -  -4,722,613.404 (meters)                     COMP
 KV7095  Z           -   4,082,056.085 (meters)                     COMP
 KV7095  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 KV7095  ELLIP HEIGHT-         -14.71  (meters)          (08/10/01) GPS OBS
 KV7095  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KV7095
 KV7095  HORZ ORDER  -  FIRST
 KV7095  ELLP ORDER  -  FOURTH    CLASS II
 KV7095
 KV7095.The horizontal coordinates were established by GPS observations
 KV7095.and adjusted by the National Geodetic Survey in May 1999..
 KV7095
 KV7095.The orthometric height was determined by GPS observations and a
 KV7095.high-resolution geoid model.
 KV7095
 KV7095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7095
 KV7095.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7095
 KV7095.The ellipsoidal height was determined by GPS observations
 KV7095.and is referenced to NAD 83.
 KV7095
 KV7095.The geoid height was determined by GEOID03.
 KV7095
 KV7095;                    North         East     Units Scale Factor Converg.
 KV7095;SPC PA S     -    83,011.431   834,853.584   MT  0.99998405   +1 47 09.3
 KV7095;SPC PA S     -   272,346.67  2,739,015.47   sFT  0.99998405   +1 47 09.3
 KV7095;SPC NJ       -   134,960.289   107,563.837   MT  0.99992216   -0 19 12.0
 KV7095;SPC NJ       -   442,782.21    352,899.02   sFT  0.99992216   -0 19 12.0
 KV7095;UTM  18      - 4,433,082.997   500,226.623   MT  0.99960000   +0 00 06.2
 KV7095
 KV7095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7095!SPC PA S     -   1.00000231  x   0.99998405  =   0.99998636
 KV7095!SPC NJ       -   1.00000231  x   0.99992216  =   0.99992447
 KV7095!UTM  18      -   1.00000231  x   0.99960000  =   0.99960231
 KV7095
 KV7095                          SUPERSEDED SURVEY CONTROL
 KV7095
 KV7095  NAD 83(1992)-  40 02 52.74184(N)    074 59 50.43588(W) AD(       ) 1
 KV7095  ELLIP H (06/28/94)  -14.76   (m)                       GP(       ) 4 1
 KV7095
 KV7095.Superseded values are not recommended for survey control.
 KV7095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7095.See file dsdata.txt to determine how the superseded data were derived.
 KV7095
 KV7095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK0022733083(NAD 83)
 KV7095_MARKER: DD = SURVEY DISK
 KV7095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7095_SP_SET: CONCRETE POST
 KV7095_STAMPING: KEYSTONE 1993
 KV7095_MARK LOGO: PA6540
 KV7095_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7095+STABILITY: SURFACE MOTION
 KV7095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7095+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2004
 KV7095
 KV7095  HISTORY     - Date     Condition        Report By
 KV7095  HISTORY     - 1993     MONUMENTED       PA6540
 KV7095  HISTORY     - 20040310 GOOD             DEWDAV
 KV7095
 KV7095                          STATION DESCRIPTION
 KV7095
 KV7095'DESCRIBED BY CITY OF PHILADELPHIA PENNSYLVANIA 1993
 KV7095'THE STATION IS LOCATED IN THE 66TH WARD OF THE CITY OF PHILADELPHIA,ON
 KV7095'A GRASS ISLAND ON THE SOUTHWEST SIDE OF LINDEN AVENUE OFF THE
 KV7095'NORTHBOUND EXIT RAMP FROM I-95 TO LINDEN AVENUE. THE MARK IS 0.4 FT
 KV7095'(0.1 M) BELOW THE SURFACE. THE MARK IS A CITY OF PHILADELPHIA
 KV7095'HORIZONTAL CONTROL NETWORK BRASS DISC STAMPED KEYSTONE 1993.
 KV7095'TO REACH THE STATION FROM NORTHBOUND I-95, TAKE I-95 NORTH TO THE
 KV7095'ACADEMY ROAD EXIT. TAKE ACADEMY ROAD TO THE LINDEN AVENUE OFF RAMP.
 KV7095
 KV7095                          STATION RECOVERY (2004)
 KV7095
 KV7095'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (CSW)
 KV7095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3690 ***********************************************************************
 KV3690  DESIGNATION -  KEYSTONE RESET
 KV3690  PID         -  KV3690
 KV3690  STATE/COUNTY-  PA/PHILADELPHIA
 KV3690  USGS QUAD   -  FRANKFORD (1997)
 KV3690
 KV3690                         *CURRENT SURVEY CONTROL
 KV3690  ___________________________________________________________________
 KV3690* NAD 83(1992)-  40 01 14.14535(N)    075 01 50.70301(W)     ADJUSTED  
 KV3690* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KV3690  ___________________________________________________________________
 KV3690  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 KV3690  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 KV3690
 KV3690  HORZ ORDER  -  SECOND
 KV3690
 KV3690.The horizontal coordinates were established by classical geodetic methods
 KV3690.and adjusted by the National Geodetic Survey in June 2002..
 KV3690
 KV3690.The orthometric height was scaled from a topographic map.
 KV3690
 KV3690.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3690
 KV3690.The geoid height was determined by GEOID03.
 KV3690
 KV3690;                    North         East     Units Scale Factor Converg.
 KV3690;SPC PA S     -    79,883.571   832,097.813   MT  0.99998750   +1 45 51.2
 KV3690;SPC PA S     -   262,084.68  2,729,974.24   sFT  0.99998750   +1 45 51.2
 KV3690;SPC NJ       -   131,935.986   104,695.176   MT  0.99992526   -0 20 28.7
 KV3690;SPC NJ       -   432,859.98    343,487.42   sFT  0.99992526   -0 20 28.7
 KV3690;UTM  18      - 4,430,043.622   497,375.907   MT  0.99960008   -0 01 11.2
 KV3690
 KV3690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3690!SPC PA S     -   1.00000522  x   0.99998750  =   0.99999272
 KV3690!SPC NJ       -   1.00000522  x   0.99992526  =   0.99993048
 KV3690!UTM  18      -   1.00000522  x   0.99960008  =   0.99960529
 KV3690
 KV3690|---------------------------------------------------------------------|
 KV3690| PID    Reference Object                     Distance      Geod. Az  |
 KV3690|                                                           dddmmss.s |
 KV3690| CB4487 KEYSTONE RM 3                        14.289 METERS 01255     |
 KV3690| KV3684 TACONY TIOGA STEEL CO CHIMNEY       APPROX. 0.7 KM 0480002.0 |
 KV3690| KV3710 RIVERTON BIDDLES HSE FLAGSTAFF      APPROX. 1.2 KM 1333450.8 |
 KV3690| KV3709 PALMYRA EPWORTH ME CH SPIRE         APPROX. 1.8 KM 1522915.8 |
 KV3690| KV3683 RIVERTON PAL WATER WKS CHIMNEY      APPROX. 1.2 KM 1574954.4 |
 KV3690| KV3691 PALMYRA RANGE FRONT LIGHT           APPROX. 1.0 KM 1723542.0 |
 KV3690| KV3676 PUMP                                APPROX. 1.6 KM 2413516.8 |
 KV3690| KV3678 TACONY H DISSTON SONS CHIMNEY       APPROX. 0.8 KM 2511128.8 |
 KV3690| CB4489 KEYSTONE RM 5                       132.000 METERS 30312     |
 KV3690| CB4488 KEYSTONE RM 4                         8.324 METERS 32237     |
 KV3690| KV3689 TACONY ST VINCENTS SCH CUPOLA       218.607 METERS 35302     |
 KV3690|---------------------------------------------------------------------|
 KV3690
 KV3690                          SUPERSEDED SURVEY CONTROL
 KV3690
 KV3690  NAD 83(1996)-  40 01 14.14535(N)    075 01 50.70301(W) AD(       ) 2
 KV3690  NAD 83(1991)-  40 01 14.14284(N)    075 01 50.70567(W) AD(       ) 2
 KV3690  NAD 83(1986)-  40 01 14.14282(N)    075 01 50.70721(W) AD(       ) 2
 KV3690  NAD 27      -  40 01 13.74000(N)    075 01 52.08700(W) AD(       ) 2
 KV3690
 KV3690.Superseded values are not recommended for survey control.
 KV3690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3690.See file dsdata.txt to determine how the superseded data were derived.
 KV3690
 KV3690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK9737630044(NAD 83)
 KV3690
 KV3690  HISTORY     - Date     Condition        Report By
 KV3690  HISTORY     - 1925     MONUMENTED       CGS
 KV3690  HISTORY     - 1925     SEE DESCRIPTION  CGS
 KV3690  HISTORY     - 1933     GOOD             CGS
 KV3690  HISTORY     - 1935     GOOD             CGS
 KV3690  HISTORY     - 1946     GOOD             CGS
 KV3690  HISTORY     - 20051119 MARK NOT FOUND   USPSQD
 KV3690
 KV3690                          STATION DESCRIPTION
 KV3690
 KV3690'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (LDG)
 KV3690'THE BRONZE STATION MARK WAS GONE BUT THE TERRA COTTA PIPE AND THE
 KV3690'UNDERGROUND MARK WERE FOUND.  BOTH REFERENCE MARKS WERE GONE.
 KV3690'
 KV3690'THE STATION WAS RE-MARKED.  IT IS A STANDARD BRONZE DISK IN A TILE AS
 KV3690'DESCRIBED.  TWO NEW REFERENCE MARKS WERE ESTABLISHED.
 KV3690'THEY ARE STANDARD BRONZE DISKS SET IN CONCRETE IN THE TOP OF A TILE
 KV3690'AND NUMBERED 3 AND 4 RESPECTIVELY, AS DESCRIBED.
 KV3690'THE LEVEE HAS BEEN FILLED INTO THE EASTWARD.  THERE IS A MARINE
 KV3690'RAILWAY FOR HAULING OUT SMALL BOATS 24 FEET TO THE EASTWARD TO
 KV3690'THE NEAR RAIL.  REFERENCE MARK NO. 3 IS JUST ACROSS RAILWAY FROM THE
 KV3690'STATION.
 KV3690
 KV3690                          STATION RECOVERY (1933)
 KV3690
 KV3690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 KV3690'THIS STATION IS IN THE NE PART OF PHILADELPHIA ON THE END OF A LEVEE,
 KV3690'BUILT OUT FROM THE SHORE, ABOUT 70 METERS ABOVE THE WHARF OF THE
 KV3690'QUAKER YACHT CLUB (THE OLD KEYSTONE CLUB).
 KV3690'
 KV3690'TO REACH FROM NE PHILADELPHIA TAKE STATE HIGHWAY 73 TOWARDS THE
 KV3690'TACONY-PALMYRA BRIDGE, JUST BEFORE REACHING THE APPROACH OF THE
 KV3690'BRIDGE YOU PASS UNDER A RAILROAD UNDER-PASS, HERE TAKE STATE ROAD TO
 KV3690'THE E (LEFT) FOR 0.85 MILE TO PRINCETON STREET, TURN S (RIGHT)
 KV3690'AND GO 0.25 MILE, TAKE LEFT ON CINDER ROAD 0.05 MILE TO GATE OF YACHT
 KV3690'CLUB, CONTINUE TO THE RIGHT ABOUT 0.05 MILE TO THE END OF LEVEE AND
 KV3690'STATION.  THE STATION RECOVERED AND MARK IN GOOD CONDITION.  THE
 KV3690'STATION IS A STANDARD BRONZE DISK IN A TILE ABOUT 2 FEET BELOW THE
 KV3690'GROUND AS DESCRIBED.  THE MARK IS 24 FEET SW OF W TRACK OF
 KV3690'A MARINE RAILROAD, 26 FEET N OF THE END OF THE LEVEE.
 KV3690'
 KV3690'REFERENCE MARK NO. 3 IS NE OF STATION, 46.88 FEET NE OF E RAIL AND
 KV3690'ABOUT 21 FEET SW OF RIVER.  THE REFERENCE MARK HAS BEEN BROKEN BUT
 KV3690'THE TILE PROJECTS 4 INCHES, TABLET GONE.
 KV3690'
 KV3690'REFERENCE MARK NO. 4 IS A STANDARD BRONZE DISK SET IN CONCRETE IN THE
 KV3690'TOP OF A TILE AS DESCRIBED.  IT IS NW OF STATION 27.31
 KV3690'FEET, 30 FEET SW OF S RAIL.  THE MARK IS FLUSH WITH THE GROUND.
 KV3690
 KV3690                          STATION RECOVERY (1935)
 KV3690
 KV3690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (EBR)
 KV3690'HOUSE OF CORRECTION 3 AND PUMP ARE THE BEST AZIMUTH MARKS.
 KV3690'
 KV3690'IN NE PHILADELPHIA, ON A LEVEE USED FOR LAUNCH STORAGE NEXT N OF THE
 KV3690'QUAKER YACHT CLUB WHARF, 0.1 MILE N OF FOOT OF PRINCETON STREET,
 KV3690'24 FEET SW OF W TRACK OF A YACHT RAILWAY, 26 FEET N OF END OF LEVEE.
 KV3690'THE SURFACE MARK IS A STANDARD BRONZE DISK IN A TILE AS DESCRIBED
 KV3690'UNDERGROUND MARK IS A BOTTLE IN AN UPRIGHT POSITION,
 KV3690'EMBEDDED IN EARTH 2-1/2 FEET BELOW THE GROUND AS DESCRIBED.
 KV3690'IT IS SURMOUNTED BY A NEW STATION MARK WHICH IS A STANDARD
 KV3690'BRONZE DISK SET IN CONCRETE AS DESCRIBED.  REFERENCE
 KV3690'MARK NO. 3, A 3/4-INCH HOLE IN THE CONCRETE FILLING OF A TILE PIPE
 KV3690'(ORIGINALLY CONTAINING A STANDARD TABLET) IS NE OF STATION, 5 FEET NE
 KV3690'OF NE RAIL OF THE RAILWAY.  IT IS UNMOVED, BUT IN DANGER OF
 KV3690'DESTRUCTION.  NEW REFERENCE MARK NO. 5 IS A STANDARD BRONZE DISK SET
 KV3690'IN CONCRETE AS DESCRIBED, IS ON FIRM GROUND NW OF
 KV3690'STATION 2 FEET SE OF A WIRE FENCE, 50 FEET NE OF GATE AT ENTRANCE TO
 KV3690'PROPERTY.  NO OTHER MARKS EXIST.
 KV3690'
 KV3690'MAIN SCHEME STATION.  ELEVATION OF INSTRUMENT AND SIGNAL- 1.5 METERS.
 KV3690
 KV3690                          STATION RECOVERY (1946)
 KV3690
 KV3690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 KV3690'STATION AND REFERENCE MARKS 4 AND 5 WERE RECOVERED IN GOOD CONDITION.
 KV3690'DISTANCE TO REFERENCE MARK WAS MEASURED AND FOUND TO BE CORRECT.
 KV3690'THE 1935 RECOVERY NOTE IS ADEQUATE EXCEPT FOR THE FOLLOWING-
 KV3690'
 KV3690'1. R.M. 3 HAS BEEN DESTROYED.
 KV3690'
 KV3690'2. MARK IS A BRONZE DISK STAMPED KEYSTONE.  IT IS SET IN A 12-INCH
 KV3690'CONCRETE MONUMENT AND IS FLUSH WITH THE GROUND.
 KV3690
 KV3690                          STATION RECOVERY (2005)
 KV3690
 KV3690'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRP)
 KV3690'MAJOR LANDFILL PROJECT AT QUAKER CITY YACHT CLUB WHEN HIGHWAY I-95 WAS
 KV3690'BUILT.  RIVERBANK AND MARINE RAILWAY COORDINATES NOT ACCURATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0967 ***********************************************************************
 LZ0967  DESIGNATION -  KEYSTONE RM 1
 LZ0967  PID         -  LZ0967
 LZ0967  STATE/COUNTY-  PA/UNION
 LZ0967  USGS QUAD   -  WILLIAMSPORT SE (1973)
 LZ0967
 LZ0967                         *CURRENT SURVEY CONTROL
 LZ0967  ___________________________________________________________________
 LZ0967* NAD 83(1986)-  41 03 21.     (N)    077 04 38.     (W)     SCALED    
 LZ0967* NAVD 88     -       327.521  (meters)    1074.54   (feet)  ADJUSTED  
 LZ0967  ___________________________________________________________________
 LZ0967  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 LZ0967  DYNAMIC HT  -         327.366 (meters)    1074.03  (feet)  COMP
 LZ0967  MODELED GRAV-     980,143.4   (mgal)                       NAVD 88
 LZ0967
 LZ0967  VERT ORDER  -  SECOND    CLASS 0
 LZ0967
 LZ0967.The horizontal coordinates were scaled from a topographic map and have
 LZ0967.an estimated accuracy of +/- 6 seconds.
 LZ0967
 LZ0967.The orthometric height was determined by differential leveling
 LZ0967.and adjusted by the National Geodetic Survey in June 1991..
 LZ0967
 LZ0967.The geoid height was determined by GEOID03.
 LZ0967
 LZ0967.The dynamic height is computed by dividing the NAVD 88
 LZ0967.geopotential number by the normal gravity value computed on the
 LZ0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0967.degrees latitude (g = 980.6199 gals.).
 LZ0967
 LZ0967.The modeled gravity was interpolated from observed gravity values.
 LZ0967
 LZ0967;                    North         East    Units  Estimated Accuracy
 LZ0967;SPC PA N     -    98,970.      656,560.      MT  (+/- 180 meters Scaled)
 LZ0967
 LZ0967                          SUPERSEDED SURVEY CONTROL
 LZ0967
 LZ0967  NGVD 29 (??/??/92)  327.722  (m)         1075.20   (f) ADJ UNCH    2 0
 LZ0967
 LZ0967.Superseded values are not recommended for survey control.
 LZ0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0967.See file dsdata.txt to determine how the superseded data were derived.
 LZ0967
 LZ0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL254470(NAD 83)
 LZ0967_MARKER: DR = REFERENCE MARK DISK
 LZ0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0967_STAMPING: KEYSTONE NO 1 1959
 LZ0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0967+STABILITY: SURFACE MOTION
 LZ0967
 LZ0967  HISTORY     - Date     Condition        Report By
 LZ0967  HISTORY     - 1959     MONUMENTED       CGS
 LZ0967  HISTORY     - 1960     GOOD             NGS
 LZ0967
 LZ0967                          STATION DESCRIPTION
 LZ0967
 LZ0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LZ0967'14.4 MI NW FROM NEW COLUMBIA.
 LZ0967'77 FEET NORTHEAST OF TRIANGULATION STATION KEYSTONE, 279 FEET
 LZ0967'NORTH OF R.M. 3, 104 FEET EAST OF R.M. 2, 81 FEET NORTHEAST OF
 LZ0967'A METAL WITNESS POST, AND 21 FEET EAST OF THE CENTERLINE OF THE
 LZ0967'ROAD.  A COAST AND GEODETIC SURVEY REFERENCE-MARK DISK, STAMPED
 LZ0967'KEYSTONE NO 1 1959, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LZ0967'3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0968 ***********************************************************************
 LZ0968  DESIGNATION -  KEYSTONE RM 2
 LZ0968  PID         -  LZ0968
 LZ0968  STATE/COUNTY-  PA/UNION
 LZ0968  USGS QUAD   -  WILLIAMSPORT SE (1973)
 LZ0968
 LZ0968                         *CURRENT SURVEY CONTROL
 LZ0968  ___________________________________________________________________
 LZ0968* NAD 83(1986)-  41 03 21.     (N)    077 04 38.     (W)     SCALED    
 LZ0968* NAVD 88     -       330.848  (meters)    1085.46   (feet)  ADJUSTED  
 LZ0968  ___________________________________________________________________
 LZ0968  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 LZ0968  DYNAMIC HT  -         330.692 (meters)    1084.95  (feet)  COMP
 LZ0968  MODELED GRAV-     980,143.4   (mgal)                       NAVD 88
 LZ0968
 LZ0968  VERT ORDER  -  SECOND    CLASS 0
 LZ0968
 LZ0968.The horizontal coordinates were scaled from a topographic map and have
 LZ0968.an estimated accuracy of +/- 6 seconds.
 LZ0968
 LZ0968.The orthometric height was determined by differential leveling
 LZ0968.and adjusted by the National Geodetic Survey in June 1991..
 LZ0968
 LZ0968.The geoid height was determined by GEOID03.
 LZ0968
 LZ0968.The dynamic height is computed by dividing the NAVD 88
 LZ0968.geopotential number by the normal gravity value computed on the
 LZ0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0968.degrees latitude (g = 980.6199 gals.).
 LZ0968
 LZ0968.The modeled gravity was interpolated from observed gravity values.
 LZ0968
 LZ0968;                    North         East    Units  Estimated Accuracy
 LZ0968;SPC PA N     -    98,970.      656,560.      MT  (+/- 180 meters Scaled)
 LZ0968
 LZ0968                          SUPERSEDED SURVEY CONTROL
 LZ0968
 LZ0968  NGVD 29 (??/??/92)  331.049  (m)         1086.12   (f) ADJ UNCH    2 0
 LZ0968
 LZ0968.Superseded values are not recommended for survey control.
 LZ0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0968.See file dsdata.txt to determine how the superseded data were derived.
 LZ0968
 LZ0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL254470(NAD 83)
 LZ0968_MARKER: DR = REFERENCE MARK DISK
 LZ0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0968_STAMPING: KEYSTONE NO 2 1959
 LZ0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0968+STABILITY: SURFACE MOTION
 LZ0968
 LZ0968  HISTORY     - Date     Condition        Report By
 LZ0968  HISTORY     - 1959     MONUMENTED       CGS
 LZ0968  HISTORY     - 1960     GOOD             NGS
 LZ0968
 LZ0968                          STATION DESCRIPTION
 LZ0968
 LZ0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LZ0968'14.4 MI NW FROM NEW COLUMBIA.
 LZ0968'78 FEET NORTHWEST OF TRIANGULATION STATION KEYSTONE, 339 FEET
 LZ0968'NORTHWEST OF R.M. 3, 104 FEET WEST OF R.M. 1, 93 FEET WEST OF
 LZ0968'THE CENTERLINE OF A GRAVEL ROAD, AND 78 FEET NORTHWEST OF A
 LZ0968'METAL WITNESS POST.  A COAST AND GEODETIC SURVEY REFERENCE-MARK
 LZ0968'DISK, STAMPED KEYSTONE NO 2 1959 AND SET IN THE TOP OF A CONCRETE
 LZ0968'POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0969 ***********************************************************************
 LZ0969  DESIGNATION -  KEYSTONE RM 3
 LZ0969  PID         -  LZ0969
 LZ0969  STATE/COUNTY-  PA/UNION
 LZ0969  USGS QUAD   -  WILLIAMSPORT SE (1973)
 LZ0969
 LZ0969                         *CURRENT SURVEY CONTROL
 LZ0969  ___________________________________________________________________
 LZ0969* NAD 83(1986)-  41 03 21.     (N)    077 04 38.     (W)     SCALED    
 LZ0969* NAVD 88     -       326.511  (meters)    1071.23   (feet)  ADJUSTED  
 LZ0969  ___________________________________________________________________
 LZ0969  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 LZ0969  DYNAMIC HT  -         326.357 (meters)    1070.72  (feet)  COMP
 LZ0969  MODELED GRAV-     980,143.4   (mgal)                       NAVD 88
 LZ0969
 LZ0969  VERT ORDER  -  SECOND    CLASS 0
 LZ0969
 LZ0969.The horizontal coordinates were scaled from a topographic map and have
 LZ0969.an estimated accuracy of +/- 6 seconds.
 LZ0969
 LZ0969.The orthometric height was determined by differential leveling
 LZ0969.and adjusted by the National Geodetic Survey in June 1991..
 LZ0969
 LZ0969.The geoid height was determined by GEOID03.
 LZ0969
 LZ0969.The dynamic height is computed by dividing the NAVD 88
 LZ0969.geopotential number by the normal gravity value computed on the
 LZ0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0969.degrees latitude (g = 980.6199 gals.).
 LZ0969
 LZ0969.The modeled gravity was interpolated from observed gravity values.
 LZ0969
 LZ0969;                    North         East    Units  Estimated Accuracy
 LZ0969;SPC PA N     -    98,970.      656,560.      MT  (+/- 180 meters Scaled)
 LZ0969
 LZ0969                          SUPERSEDED SURVEY CONTROL
 LZ0969
 LZ0969  NGVD 29 (??/??/92)  326.712  (m)         1071.89   (f) ADJ UNCH    2 0
 LZ0969
 LZ0969.Superseded values are not recommended for survey control.
 LZ0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0969.See file dsdata.txt to determine how the superseded data were derived.
 LZ0969
 LZ0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL254470(NAD 83)
 LZ0969_MARKER: DR = REFERENCE MARK DISK
 LZ0969_SETTING: 0 = UNSPECIFIED SETTING
 LZ0969_STAMPING: KEYSTONE NO 3 1959
 LZ0969_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0969
 LZ0969  HISTORY     - Date     Condition        Report By
 LZ0969  HISTORY     - 1959     MONUMENTED       CGS
 LZ0969  HISTORY     - 1960     GOOD             NGS
 LZ0969
 LZ0969                          STATION DESCRIPTION
 LZ0969
 LZ0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LZ0969'14.4 MI NW FROM NEW COLUMBIA.
 LZ0969'261 FEET SOUTHEAST OF TRIANGULATION STATION KEYSTONE, 279 FEET
 LZ0969'SOUTH OF R.M. 1, 339 FEET SOUTHEAST OF R.M. 2, 16 FEET SOUTHWEST
 LZ0969'OF THE CENTERLINE OF THE GRAVEL ROAD, AND 2 FEET WEST OF A METAL
 LZ0969'WITNESS POST.  A COAST AND GEODETIC SURVEY REFERENCE-MARK DISK,
 LZ0969'STAMPED KEYSTONE NO 3 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2170 ***********************************************************************
 MA2170  DESIGNATION -  KIBBE
 MA2170  PID         -  MA2170
 MA2170  STATE/COUNTY-  PA/POTTER
 MA2170  USGS QUAD   -  OSWAYO (1977)
 MA2170
 MA2170                         *CURRENT SURVEY CONTROL
 MA2170  ___________________________________________________________________
 MA2170* NAD 83(1992)-  41 59 58.71559(N)    078 03 29.90132(W)     ADJUSTED  
 MA2170* NAVD 88     -       623.     (meters)    2044.     (feet)  VERTCON   
 MA2170  ___________________________________________________________________
 MA2170  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 MA2170  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 MA2170
 MA2170  HORZ ORDER  -  SECOND
 MA2170
 MA2170.The horizontal coordinates were established by classical geodetic methods
 MA2170.and adjusted by the National Geodetic Survey in June 2002..
 MA2170
 MA2170.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2170
 MA2170.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2170
 MA2170.The geoid height was determined by GEOID03.
 MA2170
 MA2170;                    North         East     Units Scale Factor Converg.
 MA2170;SPC PA N     -   203,610.908   574,456.315   MT  1.00000843   -0 12 14.2
 MA2170;SPC PA N     -   668,013.45  1,884,695.43   sFT  1.00000843   -0 12 14.2
 MA2170;SPC NY W     -   222,187.693   393,496.510   MT  0.99996077   +0 21 04.7
 MA2170;SPC NY W     -   728,960.79  1,290,996.47   sFT  0.99996077   +0 21 04.7
 MA2170;UTM  17      - 4,653,923.563   743,636.837   MT  1.00033047   +1 58 09.6
 MA2170;UTM  18      - 4,654,262.280   246,704.190   MT  1.00038954   -2 02 50.9
 MA2170
 MA2170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2170!SPC PA N     -   0.99990729  x   1.00000843  =   0.99991571
 MA2170!SPC NY W     -   0.99990729  x   0.99996077  =   0.99986806
 MA2170!UTM  17      -   0.99990729  x   1.00033047  =   1.00023772
 MA2170!UTM  18      -   0.99990729  x   1.00038954  =   1.00029679
 MA2170
 MA2170|---------------------------------------------------------------------|
 MA2170| PID    Reference Object                     Distance      Geod. Az  |
 MA2170|                                                           dddmmss.s |
 MA2170| CK7630 KIBBE RM 1                           24.158 METERS 18825     |
 MA2170| MA2169 BOUNDARY MON 138 NY PA 1967         110.037 METERS 27100     |
 MA2170| CK7631 KIBBE RM 2                           21.528 METERS 28852     |
 MA2170| NC0977 SCOTT                               APPROX. 6.6 KM 2955105.3 |
 MA2170|---------------------------------------------------------------------|
 MA2170
 MA2170                          SUPERSEDED SURVEY CONTROL
 MA2170
 MA2170  NAD 83(1996)-  41 59 58.71554(N)    078 03 29.90136(W) AD(       ) 2
 MA2170  NAD 83(1986)-  41 59 58.71767(N)    078 03 29.89810(W) AD(       ) 2
 MA2170  NAD 27      -  41 59 58.47667(N)    078 03 30.87654(W) AD(       ) 2
 MA2170  NGVD 29 (07/19/86)  623.     (m)         2044.     (f) VERT ANG       
 MA2170
 MA2170.Superseded values are not recommended for survey control.
 MA2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2170.See file dsdata.txt to determine how the superseded data were derived.
 MA2170
 MA2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG4363753924(NAD 83)
 MA2170_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2170_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MA2170
 MA2170  HISTORY     - Date     Condition        Report By
 MA2170  HISTORY     - 1967     MONUMENTED       CGS
 MA2170
 MA2170                          STATION DESCRIPTION
 MA2170
 MA2170'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 MA2170'NO MEASUREMENT WAS MADE BETWEEN THE REFERENCE MARKS DUE TO TIMBER ON
 MA2170'LINE.
 MA2170'
 MA2170'THE STATION IS LOCATED ON A PROMINENT WOODED HILL ABOUT 10 MILES
 MA2170'WEST-NORTHWEST OF GENESSE, PENNSYLVANIA, 7-1/2 MILES
 MA2170'NORTH-NORTHEAST OF SHINGLEHOUSE, PENNSYLVANIA, 1 MILE SOUTH OF THE
 MA2170'SMALL VILLAGE OF ALMA, NEW YORK AND NEAR THE NEW
 MA2170'YORK-PENNSYLVANIA STATE LINE.  IT IS ON PROPERTY OWNED OR LEASED BY
 MA2170'THE EMPIRE GAS COMPANY.  A KEY TO THE LOCKED GATE MAY BE OBTAINED
 MA2170'FROM MR. L. R. STEARNS WHO RESIDES AT 33 LINCOLN STREET,
 MA2170'SHINGLEHOUSE, PENNSYLVANIA.
 MA2170'
 MA2170'TO REACH THE STATION FROM THE POST OFFICE IN ALMA, GO WEST ON A PAVED
 MA2170'ROAD FOR 0.05 MILE TO A PAVED SIDE ROAD LEFT.  TURN LEFT AND GO
 MA2170'SOUTH ON PUMP STATION ROAD FOR 1.05 MILES TO THE END OF THE PAVEMENT
 MA2170'AT THE NEW YORK-PENNSYLVANIA STATE LINE AND A BOUNDARY MONUMENT
 MA2170'ON THE RIGHT, WEST, SIDE OF THE ROAD.  CONTINUE IN A SOUTHERLY
 MA2170'DIRECTION ON THE GRAVELED ROAD FOR 0.5 MILE TO THE SUMMIT OF A
 MA2170'LOW HILL AND A SIDE ROAD RIGHT AT A LOCKED GATE.  TURN RIGHT, PASS
 MA2170'THROUGH THE GATE, AND GO WEST ON A DIRT ROAD FOR ABOUT 150 FEET
 MA2170'TO A DIAGONAL CROSSROAD.  TURN RIGHT AND GO IN A NORTHERLY
 MA2170'DIRECTION ON THE MAIN WOODS ROAD FOR 0.25 MILE TO A POINT WHERE THE
 MA2170'ROAD CURVES LEFT.  KEEP LEFT ON THE MAIN ROAD AND GO 0.1 MILE,
 MA2170'DOWNGRADE, TO A REVERSE Y FORK.  TURN RIGHT AND GO NORTH ON THE WOODS
 MA2170'ROAD FOR 0.15 MILE TO A NARROW CLEARING ON THE RIGHT WHICH LEADS
 MA2170'TO THE SUMMIT OF THE HILL.  (THIS IS ABOUT 50 FEET SOUTH OF THE NEW
 MA2170'YORK PENNSYLVANIA STATE LINE).  THERE IS A SMALL WOODEN SIGN
 MA2170'NAILED TO A TREE AT THE STATE LINE AND IT HAS THE LETTERING
 MA2170'N.Y.-PA. ON THE NORTH SIDE.  BOUNDARY MONUMENT 138 IS ABOUT 17 PACES
 MA2170'WEST OF THE ROAD AND SIGN.  WITH A FOUR WHEEL DRIVE VEHICLE TURN
 MA2170'RIGHT AND GO UPHILL ON THE NARROW CLEARING IN AN EASTERLY DIRECTION
 MA2170'FOR 0.05 MILE TO THE SUMMIT OF THE HILL AND THE STATION.
 MA2170'
 MA2170'THE STATION MARK IS A STANDARD DISK STAMPED KIBBE 1967, SET IN THE
 MA2170'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 3
 MA2170'INCHES ABOVE THE GROUND.  THE UNDERGROUND DISK IS CEMENTED IN A DRILL
 MA2170'HOLE IN BEDROCK ABOUT 20 INCHES BELOW THE GROUND SURFACE.  THE
 MA2170'MONUMENT IS 14 FEET NORTH-NORTHWEST OF A TRIPLE TRUNKED OAK TREE AND
 MA2170'4.3 FEET WEST- SOUTHWEST OF A METAL WITNESS POST.
 MA2170'
 MA2170'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KIBBE NO 1 1967, SET IN
 MA2170'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 1
 MA2170'INCH ABOVE THE GROUND SURFACE.  IT IS 82 FEET SOUTH-SOUTHWEST OF THE
 MA2170'METAL WITNESS POST NEAR THE STATION MONUMENT AND 38 FEET NORTHWEST
 MA2170'OF A 2-TRUNKED OAK TREE.
 MA2170'
 MA2170'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KIBBE NO 2 1967, SET IN
 MA2170'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 4
 MA2170'INCHES ABOVE THE GROUND SURFACE.  IT IS 73 FEET WEST-NORTHWEST OF THE
 MA2170'METAL WITNESS POST NEAR THE STATION MONUMENT, 31 FEET
 MA2170'NORTH-NORTHWEST OF A 2-TRUNKED OAK TREE AND 10 FEET NORTH OF A WOODS
 MA2170'TRAIL.
 MA2170'
 MA2170'NEW YORK-PENNSYLVANIA BOUNDARY MONUMENT 138 IS A 6-INCH SQUARE
 MA2170'GRANITE POST PROJECTING 4 INCHES ABOVE THE GROUND SURFACE.
 MA2170'IT HAS ENGRAVED CROSSED LINES ON TOP.  ON THE NORTH, SOUTH AND EAST
 MA2170'SIDES RESPECTIVELY THE LETTERING AND NUMBERS NY, PA AND 138 ARE
 MA2170'ENGRAVED.  IT IS 50 FEET WEST OF THE CENTER OF THE WOODS ROAD AND
 MA2170'ABOUT 20 FEET LOWER THAN THE ROAD.
 MA2170'
 MA2170'NOTE- NO SUITABLE LOCATION FOR AN AZIMUTH MARK COULD BE FOUND.
 MA2170'
 MA2170'GEODIMETER TRAVERSE TO SCOTT 1964.
 MA2170'
 MA2170'GEODIMETER TRAVERSE TO NYPA BOUNDARY MONUMENT 138.
 MA2170'
 MA2170'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1517 ***********************************************************************
 LY1517  DESIGNATION -  KIDDER
 LY1517  PID         -  LY1517
 LY1517  STATE/COUNTY-  PA/CARBON
 LY1517  USGS QUAD   -  HICKORY RUN (1997)
 LY1517
 LY1517                         *CURRENT SURVEY CONTROL
 LY1517  ___________________________________________________________________
 LY1517* NAD 83(1992)-  41 03 10.24591(N)    075 44 57.21077(W)     ADJUSTED  
 LY1517* NAVD 88     -       406.212  (meters)    1332.71   (feet)  ADJUSTED  
 LY1517  ___________________________________________________________________
 LY1517  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 LY1517  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 LY1517  DYNAMIC HT  -         406.017 (meters)    1332.07  (feet)  COMP
 LY1517  MODELED GRAV-     980,132.7   (mgal)                       NAVD 88
 LY1517
 LY1517  HORZ ORDER  -  SECOND
 LY1517  VERT ORDER  -  SECOND    CLASS 0
 LY1517
 LY1517.The horizontal coordinates were established by classical geodetic methods
 LY1517.and adjusted by the National Geodetic Survey in June 2002..
 LY1517
 LY1517.The orthometric height was determined by differential leveling
 LY1517.and adjusted by the National Geodetic Survey in June 1991..
 LY1517
 LY1517.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY1517
 LY1517.The geoid height was determined by GEOID03.
 LY1517
 LY1517.The dynamic height is computed by dividing the NAVD 88
 LY1517.geopotential number by the normal gravity value computed on the
 LY1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1517.degrees latitude (g = 980.6199 gals.).
 LY1517
 LY1517.The modeled gravity was interpolated from observed gravity values.
 LY1517
 LY1517;                    North         East     Units Scale Factor Converg.
 LY1517;SPC PA N     -   100,356.109   768,182.200   MT  0.99997697   +1 19 24.9
 LY1517;SPC PA N     -   329,251.67  2,520,277.77   sFT  0.99997697   +1 19 24.9
 LY1517;UTM  18      - 4,544,893.869   437,039.117   MT  0.99964879   -0 29 31.5
 LY1517
 LY1517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY1517!SPC PA N     -   0.99994138  x   0.99997697  =   0.99991836
 LY1517!UTM  18      -   0.99994138  x   0.99964879  =   0.99959020
 LY1517
 LY1517|---------------------------------------------------------------------|
 LY1517| PID    Reference Object                     Distance      Geod. Az  |
 LY1517|                                                           dddmmss.s |
 LY1517| LY1518 KIDDER RM 2                           9.513 METERS 17637     |
 LY1517| LY1515 KIDDER AZ MK                                       3470423.2 |
 LY1517| LY1516 KIDDER RM 1                          14.330 METERS 35023     |
 LY1517|---------------------------------------------------------------------|
 LY1517
 LY1517                          SUPERSEDED SURVEY CONTROL
 LY1517
 LY1517  NAD 83(1996)-  41 03 10.24597(N)    075 44 57.21254(W) AD(       ) 2
 LY1517  NAD 83(1986)-  41 03 10.24591(N)    075 44 57.21257(W) AD(       ) 2
 LY1517  NAD 27      -  41 03 09.94250(N)    075 44 58.52080(W) AD(       ) 2
 LY1517  NGVD 29 (??/??/92)  406.414  (m)         1333.38   (f) ADJ UNCH    2 0
 LY1517
 LY1517.Superseded values are not recommended for survey control.
 LY1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1517.See file dsdata.txt to determine how the superseded data were derived.
 LY1517
 LY1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL3703944894(NAD 83)
 LY1517_MARKER: DS = TRIANGULATION STATION DISK
 LY1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1517_STAMPING: KIDDER 1958
 LY1517_MARK LOGO: CGS   
 LY1517_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1517+STABILITY: SURFACE MOTION
 LY1517
 LY1517  HISTORY     - Date     Condition        Report By
 LY1517  HISTORY     - 1958     MONUMENTED       CGS
 LY1517  HISTORY     - 1959     GOOD             NGS
 LY1517  HISTORY     - 19970201 GOOD             NGS
 LY1517  HISTORY     - 20001210 GOOD             PADT
 LY1517
 LY1517                          STATION DESCRIPTION
 LY1517
 LY1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JMR)
 LY1517'STATION IS LOCATED IN THE CENTER OF A ROCK FENCE LINE WHICH IS ON THE
 LY1517'WEST SIDE OF STATE ROUTE 13040, ON ROAD RIGHT-OF- WAY AND ABOUT
 LY1517'1-1/2 MILES EAST OF WHITE HAVEN.
 LY1517'
 LY1517'TO REACH FROM THE EAST END OF A BRIDGE WHICH SPANS THE LEHIGH RIVER
 LY1517'IN WHITE HAVEN, PROCEED EAST ON STATE HIGHWAY 940 FOR 1.2 MILES.
 LY1517'TURN RIGHT, SOUTH AND FOLLOW STATE ROUTE 13040 FOR 0.78 MILE TO THE
 LY1517'AZIMUTH MARK ON THE RIGHT SIDE OF THE ROUTE, CONTINUE SOUTH ON THE
 LY1517'ROUTE FOR 0.24 MILE TO THE STATION SITE ON THE LEFT.
 LY1517'
 LY1517'STATION MARK IS A STANDARD DISK, STAMPED KIDDER 1958, SET IN THE TOP
 LY1517'OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES.  IT IS
 LY1517'ABOUT 19 FEET WEST OF STATE ROUTE 13040, 23 FEET SOUTH OF A 9-INCH
 LY1517'TRIANGULAR BLAZED TREE, 127 FEET NORTH OF THE FARM DRIVEWAY OF
 LY1517'MR. IGNATZ PETROSKY.
 LY1517'
 LY1517'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KIDDER NO 1 1958, SET IN
 LY1517'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3
 LY1517'INCHES.  IT IS ABOUT 16 FEET EAST OF STATE ROUTE 13040, 24 FEET
 LY1517'NORTHWEST OF THE TRIANGULAR BLAZED TREE, 175 FEET NORTH OF THE
 LY1517'DRIVEWAY.
 LY1517'
 LY1517'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KIDDER NO 2 1958, SET IN
 LY1517'THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4
 LY1517'INCHES.  IT IS ABOUT 16 FEET EAST OF STATE ROUTE 13040, 54 FEET SOUTH
 LY1517'OF THE TRIANGULAR BLAZED TREE, 99 FEET NORTH OF THE DRIVEWAY.
 LY1517'
 LY1517'AZIMUTH MARK IS A STANDARD DISK, STAMPED KIDDER 1958, CEMENTED IN A
 LY1517'DRILL HOLE, IN THE TOP OF A 5 X 7 FOOT BOULDER WHICH PROJECTS ABOUT 4
 LY1517'FEET.  IT IS ABOUT 75 FEET WEST OF STATE ROUTE 13040, 50 FEET WEST OF
 LY1517'A ROCK FENCE LINE.  THE BOULDER ON WHICH THE DISK IS CEMENTED IS
 LY1517'LOCATED IN A CULTIVATED FIELD AND AT THE BASE OF A WILD CHERRY TREE.
 LY1517'
 LY1517'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LY1517
 LY1517                          STATION RECOVERY (1959)
 LY1517
 LY1517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LY1517'2.2 MI E FROM WHITE HAVEN.
 LY1517'1.3 MILE EAST ALONG STATE HIGHWAY 940 FROM THE LEHIGH RIVER BRIDGE
 LY1517'AT WHITE HAVEN THENCE 0.95 MILE SOUTH ALONG A BLACKTOP ROAD,
 LY1517'ABOUT 0.25 MILE SOUTH OF THE AZI, 126 FEET NORTH OF A DRIVE TO A
 LY1517'FARM HOUSE WEST, 23 FEET SOUTH OF A OAK TREE, 19 FEET NORTH OF A
 LY1517'8 INCH OAK TREE, 47 FEET SOUTH OF RM 1, 32 FEET NORTH OF RM 2,
 LY1517'ABOUT 1 FOOT BELOW AND 18 FEET EAST OF THE CENTERLINE OF THE
 LY1517'BLACKTOP ROAD.
 LY1517
 LY1517                          STATION RECOVERY (1997)
 LY1517
 LY1517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (SQ)
 LY1517'KIDDER-LY1517, KIDDER RM 1-LY1516, AND KIDDER RM 2-LY1518 WERE
 LY1517'RECOVERED AS DESCRIBED.
 LY1517
 LY1517                          STATION RECOVERY (2000)
 LY1517
 LY1517'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (SQ)
 LY1517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1515 ***********************************************************************
 LY1515  DESIGNATION -  KIDDER AZ MK
 LY1515  PID         -  LY1515
 LY1515  STATE/COUNTY-  PA/CARBON
 LY1515  USGS QUAD   -  HICKORY RUN (1997)
 LY1515
 LY1515                         *CURRENT SURVEY CONTROL
 LY1515  ___________________________________________________________________
 LY1515* NAD 83(1986)-  41 03 24.     (N)    075 44 58.     (W)     SCALED    
 LY1515* NAVD 88     -       411.174  (meters)    1348.99   (feet)  ADJUSTED  
 LY1515  ___________________________________________________________________
 LY1515  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LY1515  DYNAMIC HT  -         410.978 (meters)    1348.35  (feet)  COMP
 LY1515  MODELED GRAV-     980,133.3   (mgal)                       NAVD 88
 LY1515
 LY1515  VERT ORDER  -  SECOND    CLASS 0
 LY1515
 LY1515.The horizontal coordinates were scaled from a topographic map and have
 LY1515.an estimated accuracy of +/- 6 seconds.
 LY1515
 LY1515.The orthometric height was determined by differential leveling
 LY1515.and adjusted by the National Geodetic Survey in June 1991..
 LY1515
 LY1515.The geoid height was determined by GEOID03.
 LY1515
 LY1515.The dynamic height is computed by dividing the NAVD 88
 LY1515.geopotential number by the normal gravity value computed on the
 LY1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1515.degrees latitude (g = 980.6199 gals.).
 LY1515
 LY1515.The modeled gravity was interpolated from observed gravity values.
 LY1515
 LY1515;                    North         East    Units  Estimated Accuracy
 LY1515;SPC PA N     -   100,780.      768,150.      MT  (+/- 180 meters Scaled)
 LY1515
 LY1515                          SUPERSEDED SURVEY CONTROL
 LY1515
 LY1515  NGVD 29 (??/??/92)  411.376  (m)         1349.66   (f) ADJ UNCH    2 0
 LY1515
 LY1515.Superseded values are not recommended for survey control.
 LY1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1515.See file dsdata.txt to determine how the superseded data were derived.
 LY1515
 LY1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL370453(NAD 83)
 LY1515_MARKER: DZ = AZIMUTH MARK DISK
 LY1515_SETTING: 80 = SET IN A BOULDER
 LY1515_SP_SET: BOULDER
 LY1515_STAMPING: KIDDER 1958
 LY1515_MARK LOGO: CGS   
 LY1515_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1515+STABILITY: SURFACE MOTION
 LY1515
 LY1515  HISTORY     - Date     Condition        Report By
 LY1515  HISTORY     - 1958     MONUMENTED       CGS
 LY1515  HISTORY     - 1959     GOOD             NGS
 LY1515  HISTORY     - 19940330 MARK NOT FOUND   LOCENG
 LY1515  HISTORY     - 19980801 SEE DESCRIPTION  NGS
 LY1515  HISTORY     - 20001210 POOR             PADT
 LY1515
 LY1515                          STATION DESCRIPTION
 LY1515
 LY1515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LY1515'2 MI E FROM WHITE HAVEN.
 LY1515'1.3 MILE EAST ALONG STATE HIGHWAY 940 FROM THE LEHIGH RIVER BRIDGE
 LY1515'AT WHITE HAVEN THENCE 0.7 MILE SOUTH ALONG A BLACKTOP ROAD, SET
 LY1515'HORIZONTAL IN A LARGE BOULDER IN A FIELD, IN THE HIGHEST PART OF
 LY1515'THE BOULDER, WHICH IS 5 FOOT BY 3 FOOT BY 3 FOOT, 3 FEET EAST
 LY1515'OF THE CENTER OF A MASS OF TREE TRUNKS OF THE ONLY TREE IN THE
 LY1515'FIELD AND 76 FEET WEST OF THE CENTERLINE OF THE BLACKTOP ROAD.
 LY1515
 LY1515                          STATION RECOVERY (1994)
 LY1515
 LY1515'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLM)
 LY1515'MARK NOT FOUND.
 LY1515
 LY1515                          STATION RECOVERY (1998)
 LY1515
 LY1515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (SQ)
 LY1515'A GOLF COURSE IS LOCATED ON THE FIELD.  THE ROCK HAS BEEN MOVED, THE
 LY1515'ROCK WAS -APPROX 70 FT (21.3 M) FROM DESCRIBED LOCATION-, LOCATED NEXT
 LY1515'TO A BLACK TOP ROAD, DISK WAS REMOVED FROM ROCK, THE STUB IS STILL
 LY1515'USABLE.
 LY1515
 LY1515                          STATION RECOVERY (2000)
 LY1515
 LY1515'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (SQ)
 LY1515'THE ROCK HAS BEEN MOVED, THE DISK HAS BEEN REMOVED, ALL THAT REMAINS
 LY1515'IS A BRASS STUB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1516 ***********************************************************************
 LY1516  DESIGNATION -  KIDDER RM 1
 LY1516  PID         -  LY1516
 LY1516  STATE/COUNTY-  PA/CARBON
 LY1516  USGS QUAD   -  HICKORY RUN (1997)
 LY1516
 LY1516                         *CURRENT SURVEY CONTROL
 LY1516  ___________________________________________________________________
 LY1516* NAD 83(1986)-  41 03 10.     (N)    075 44 58.     (W)     SCALED    
 LY1516* NAVD 88     -       406.144  (meters)    1332.49   (feet)  ADJUSTED  
 LY1516  ___________________________________________________________________
 LY1516  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 LY1516  DYNAMIC HT  -         405.949 (meters)    1331.85  (feet)  COMP
 LY1516  MODELED GRAV-     980,132.8   (mgal)                       NAVD 88
 LY1516
 LY1516  VERT ORDER  -  SECOND    CLASS 0
 LY1516
 LY1516.The horizontal coordinates were scaled from a topographic map and have
 LY1516.an estimated accuracy of +/- 6 seconds.
 LY1516
 LY1516.The orthometric height was determined by differential leveling
 LY1516.and adjusted by the National Geodetic Survey in June 1991..
 LY1516
 LY1516.The geoid height was determined by GEOID03.
 LY1516
 LY1516.The dynamic height is computed by dividing the NAVD 88
 LY1516.geopotential number by the normal gravity value computed on the
 LY1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1516.degrees latitude (g = 980.6199 gals.).
 LY1516
 LY1516.The modeled gravity was interpolated from observed gravity values.
 LY1516
 LY1516;                    North         East    Units  Estimated Accuracy
 LY1516;SPC PA N     -   100,350.      768,160.      MT  (+/- 180 meters Scaled)
 LY1516
 LY1516                          SUPERSEDED SURVEY CONTROL
 LY1516
 LY1516  NGVD 29 (??/??/92)  406.346  (m)         1333.15   (f) ADJ UNCH    2 0
 LY1516
 LY1516.Superseded values are not recommended for survey control.
 LY1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1516.See file dsdata.txt to determine how the superseded data were derived.
 LY1516
 LY1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL370448(NAD 83)
 LY1516_MARKER: DR = REFERENCE MARK DISK
 LY1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1516_STAMPING: KIDDER NO 1 1958
 LY1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1516+STABILITY: SURFACE MOTION
 LY1516
 LY1516  HISTORY     - Date     Condition        Report By
 LY1516  HISTORY     - 1958     MONUMENTED       CGS
 LY1516  HISTORY     - 1959     GOOD             NGS
 LY1516  HISTORY     - 20001210 GOOD             PADT
 LY1516
 LY1516                          STATION DESCRIPTION
 LY1516
 LY1516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LY1516'2.2 MI E FROM WHITE HAVEN.
 LY1516'1.3 MILE EAST ALONG STATE HIGHWAY 940 FROM THE LEHIGH RIVER BRIDGE
 LY1516'AT WHITE HAVEN THENCE 0.95 MILE SOUTH ON A BLACKTOP ROAD.  SET
 LY1516'24 FEET NORTH OF THE SOUTH MOST OF TWO TREES, 36 FEET SOUTH OF
 LY1516'A 1 FOOT MAPLE TREE, 173 FEET NORTH OF AND ACROSS THE BLACKTOP
 LY1516'ROAD FROM THE CENTERLINE OF A DRIVE WEST TO A FARM HOUSE, 47
 LY1516'FEET NORTH OF THE STATION BM, 1 FOOT BELOW AND 16 FEET EAST OF THE
 LY1516'CENTERLINE OF THE BLACKTOP ROAD.
 LY1516
 LY1516                          STATION RECOVERY (2000)
 LY1516
 LY1516'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (SQ)
 LY1516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1518 ***********************************************************************
 LY1518  DESIGNATION -  KIDDER RM 2
 LY1518  PID         -  LY1518
 LY1518  STATE/COUNTY-  PA/CARBON
 LY1518  USGS QUAD   -  HICKORY RUN (1997)
 LY1518
 LY1518                         *CURRENT SURVEY CONTROL
 LY1518  ___________________________________________________________________
 LY1518* NAD 83(1986)-  41 03 10.     (N)    075 44 58.     (W)     SCALED    
 LY1518* NAVD 88     -       406.001  (meters)    1332.02   (feet)  ADJUSTED  
 LY1518  ___________________________________________________________________
 LY1518  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 LY1518  DYNAMIC HT  -         405.806 (meters)    1331.38  (feet)  COMP
 LY1518  MODELED GRAV-     980,132.8   (mgal)                       NAVD 88
 LY1518
 LY1518  VERT ORDER  -  SECOND    CLASS 0
 LY1518
 LY1518.The horizontal coordinates were scaled from a topographic map and have
 LY1518.an estimated accuracy of +/- 6 seconds.
 LY1518
 LY1518.The orthometric height was determined by differential leveling
 LY1518.and adjusted by the National Geodetic Survey in June 1991..
 LY1518
 LY1518.The geoid height was determined by GEOID03.
 LY1518
 LY1518.The dynamic height is computed by dividing the NAVD 88
 LY1518.geopotential number by the normal gravity value computed on the
 LY1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1518.degrees latitude (g = 980.6199 gals.).
 LY1518
 LY1518.The modeled gravity was interpolated from observed gravity values.
 LY1518
 LY1518;                    North         East    Units  Estimated Accuracy
 LY1518;SPC PA N     -   100,350.      768,160.      MT  (+/- 180 meters Scaled)
 LY1518
 LY1518                          SUPERSEDED SURVEY CONTROL
 LY1518
 LY1518  NGVD 29 (??/??/92)  406.202  (m)         1332.68   (f) ADJ UNCH    2 0
 LY1518
 LY1518.Superseded values are not recommended for survey control.
 LY1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1518.See file dsdata.txt to determine how the superseded data were derived.
 LY1518
 LY1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL370448(NAD 83)
 LY1518_MARKER: DR = REFERENCE MARK DISK
 LY1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1518_STAMPING: KIDDER NO 2 1958
 LY1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1518+STABILITY: SURFACE MOTION
 LY1518
 LY1518  HISTORY     - Date     Condition        Report By
 LY1518  HISTORY     - 1958     MONUMENTED       CGS
 LY1518  HISTORY     - 1959     GOOD             NGS
 LY1518  HISTORY     - 20001210 GOOD             PADT
 LY1518
 LY1518                          STATION DESCRIPTION
 LY1518
 LY1518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LY1518'2.2 MI E FROM WHITE HAVEN.
 LY1518'1.3 MILE EAST ALONG STATE HIGHWAY 940 FROM THE LEHIGH RIVER
 LY1518'BRIDGE AT WHITE HAVEN, THENCE 0.95 MILE SOUTH ALONG A BLACKTOP
 LY1518'ROAD.  SET 94 FEET NORTH AND ACROSS THE ROAD FROM THE JUNCTION
 LY1518'OF CENTERLINES OF BLACKTOP ROAD AND A ROAD WEST TO A FARM HOUSE,
 LY1518'20 FEET NORTH OF A 8 INCH OAK TREE, 14 FEET SOUTH OF A 8 INCH
 LY1518'OAK TREE, 32 FEET SOUTH OF THE STATION BM, 1 FOOT BELOW AND 17 FEET
 LY1518'EAST OF THE CENTERLINE OF THE BLACKTOP ROAD.
 LY1518
 LY1518                          STATION RECOVERY (2000)
 LY1518
 LY1518'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (SQ)
 LY1518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0212 ***********************************************************************
 MB0212  DESIGNATION -  KIDDERS
 MB0212  PID         -  MB0212
 MB0212  STATE/COUNTY-  PA/ERIE
 MB0212  USGS QUAD   -  EAST SPRINGFIELD (1990)
 MB0212
 MB0212                         *CURRENT SURVEY CONTROL
 MB0212  ___________________________________________________________________
 MB0212* NAD 83(1992)-  41 54 27.03053(N)    080 24 13.93305(W)     ADJUSTED  
 MB0212* NAVD 88     -       285.627  (meters)     937.09   (feet)  ADJUSTED  
 MB0212  ___________________________________________________________________
 MB0212  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 MB0212  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 MB0212  DYNAMIC HT  -         285.520 (meters)     936.74  (feet)  COMP
 MB0212  MODELED GRAV-     980,241.4   (mgal)                       NAVD 88
 MB0212
 MB0212  HORZ ORDER  -  SECOND
 MB0212  VERT ORDER  -  SECOND    CLASS 0
 MB0212
 MB0212.The horizontal coordinates were established by classical geodetic methods
 MB0212.and adjusted by the National Geodetic Survey in June 2002..
 MB0212
 MB0212.The orthometric height was determined by differential leveling
 MB0212.and adjusted by the National Geodetic Survey in June 1991..
 MB0212
 MB0212.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB0212
 MB0212.The geoid height was determined by GEOID03.
 MB0212
 MB0212.The dynamic height is computed by dividing the NAVD 88
 MB0212.geopotential number by the normal gravity value computed on the
 MB0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0212.degrees latitude (g = 980.6199 gals.).
 MB0212
 MB0212.The modeled gravity was interpolated from observed gravity values.
 MB0212
 MB0212;                    North         East     Units Scale Factor Converg.
 MB0212;SPC PA N     -   196,705.075   379,842.622   MT  0.99999338   -1 45 20.3
 MB0212;SPC PA N     -   645,356.57  1,246,200.34   sFT  0.99999338   -1 45 20.3
 MB0212;UTM  17      - 4,639,678.879   549,441.571   MT  0.99963008   +0 23 53.5
 MB0212
 MB0212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB0212!SPC PA N     -   0.99996060  x   0.99999338  =   0.99995398
 MB0212!UTM  17      -   0.99996060  x   0.99963008  =   0.99959070
 MB0212
 MB0212:                Primary Azimuth Mark                     Grid Az
 MB0212:SPC PA N     -  ALBION                                   114 25 18.8
 MB0212:UTM  17      -  ALBION                                   112 16 05.0
 MB0212
 MB0212|---------------------------------------------------------------------|
 MB0212| PID    Reference Object                     Distance      Geod. Az  |
 MB0212|                                                           dddmmss.s |
 MB0212| MB0224 ALBION                              APPROX. 8.1 KM 1123958.5 |
 MB0212| MB1873 ALBION RODGERS TRUCKING CO TK       APPROX. 4.0 KM 1132148.3 |
 MB0212| MB0214 KIDDERS RM 1                         34.211 METERS 13710     |
 MB0212| MB0215 KIDDERS AZ MK                                      1823926.0 |
 MB0212| MB0213 KIDDERS RM 2                         24.900 METERS 18707     |
 MB0212|---------------------------------------------------------------------|
 MB0212
 MB0212                          SUPERSEDED SURVEY CONTROL
 MB0212
 MB0212  NAD 83(1995)-  41 54 27.03116(N)    080 24 13.93387(W) AD(       ) 2
 MB0212  NAD 83(1986)-  41 54 27.03367(N)    080 24 13.93425(W) AD(       ) 2
 MB0212  NAD 27      -  41 54 26.83236(N)    080 24 14.69528(W) AD(       ) 2
 MB0212  NGVD 29 (??/??/92)  285.810  (m)          937.70   (f) ADJ UNCH    2 0
 MB0212
 MB0212.Superseded values are not recommended for survey control.
 MB0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0212.See file dsdata.txt to determine how the superseded data were derived.
 MB0212
 MB0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG4944239679(NAD 83)
 MB0212_MARKER: DE = TRAVERSE STATION DISK
 MB0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0212_STAMPING: KIDDERS 1967
 MB0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0212+STABILITY: SURFACE MOTION
 MB0212
 MB0212  HISTORY     - Date     Condition        Report By
 MB0212  HISTORY     - 1967     MONUMENTED       CGS
 MB0212  HISTORY     - 1967     GOOD             CGS
 MB0212
 MB0212                          STATION DESCRIPTION
 MB0212
 MB0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MB0212'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTHEAST OF WEST SPRINGFIELD,
 MB0212'2.5 MILES SOUTH OF INTERSTATE HIGHWAY 90 AND 2 MILES
 MB0212'WEST-NORTHWEST OF ALBION.  IT IS IN THE SOUTHWEST CORNER OF AN APPLE
 MB0212'ORCHARD ON PROPERTY OWNED BY MR. WILLIAM FOLLOWELL.
 MB0212'
 MB0212'TO REACH THE STATION FROM THE POST OFFICE IN ALBION, GO WEST ON U.S.
 MB0212'HIGHWAY 6N FOR 2.2 MILES TO A CROSSROAD AND SIGN KIDDERSS CORNER
 MB0212'COMMUNITY CHURCH, TURN RIGHT AND GO NORTH ON THE PAVED ROAD FOR 1.05
 MB0212'MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTH ON THE PAVED
 MB0212'ROAD FOR 0.15 MILE TO A TRACK ROAD ON THE LEFT, TURN LEFT AND GO WEST
 MB0212'AND THEN SOUTH FOR 0.1 MILE TO THE SOUTHWEST CORNER OF THE APPLE
 MB0212'ORCHARD AND THE STATION.
 MB0212'
 MB0212'THE STATION MARK IS 350 FEET WEST OF THE APPROXIMATE CENTER OF THE
 MB0212'PAVED ROAD, 82 FEET NORTH OF THE EAST-WEST FENCE LINE, 43 FEET
 MB0212'SOUTHEAST OF AN 18-INCH APPLE TREE AND 3.0 FEET NORTHEAST OF A METAL
 MB0212'WITNESS POST.  THE MARK IS A STANDARD TRAVERSE DISK SET IN THE TOP OF
 MB0212'A SQUARE CONCRETE POST SET 12 INCHES UNDERGROUND AND IS STAMPED
 MB0212'KIDDERS 1967.
 MB0212'
 MB0212'REFERENCE MARK NO. 1 IS 194 FEET WEST OF TELEPHONE POLE NO. 35, 22
 MB0212'FEET SOUTH OF A 24-INCH APPLE TREE, 10 FEET WEST OF A 7-INCH
 MB0212'TRIANGULAR BLAZED LOCUST TREE AND 1 FOOT NORTH OF THE EAST-WEST FENCE
 MB0212'LINE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 MB0212'CONCRETE POST PROJECTING 1-INCH AND IS STAMPED KIDDERS NO 1 1967.
 MB0212'
 MB0212'REFERENCE MARK NO. 2 IS 80.2 FEET SOUTH OF A METAL WITNESS POST AND
 MB0212'1-FOOT NORTH OF THE EAST-WEST FENCE LINE.  THE MARK IS A STANDARD
 MB0212'DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 1-INCH AND
 MB0212'IS STAMPED KIDDERS NO 2 1967.
 MB0212'
 MB0212'THE AZIMUTH MARK IS 23 FEET WEST OF THE APPROXIMATE CENTER OF THE
 MB0212'PAVED ROAD, 3 FEET SOUTH OF TELEPHONE POLE NO. 32, 1.3 FEET SOUTHWEST
 MB0212'OF A METAL WITNESS POST AND 1-FOOT EAST OF THE FENCE LINE.  THE MARK
 MB0212'IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 MB0212'PROJECTING 3 INCHES AND IS STAMPED KIDDERS 1967.
 MB0212'
 MB0212'HEIGHT OF LIGHT ABOVE STATION MARK 2.97 METERS.
 MB0212
 MB0212                          STATION RECOVERY (1967)
 MB0212
 MB0212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 MB0212'3.5 MI NW FROM ALBION.
 MB0212'ABOUT 2.3 MILES WEST ALONG U.S. HIGHWAY 6N FROM THE POST
 MB0212'OFFICE IN ALBION, THENCE, 1.2 MILES NORTH ALONG A MACADAM ROAD,
 MB0212'350 FEET WEST OF THE APPROXIMATE CENTER OF THE ROAD, 112.24
 MB0212'FEET NORTHWEST OF RM 1, 81.69 FEET NORTH OF RM 2, 82 FEET NORTH
 MB0212'OF A EAST-WEST FENCE LINE, 43 FEET SOUTHEAST OF A 18-INCH APPLE
 MB0212'TREE, 3.0 FEET NORTHEAST OF A METAL WITNESS SIGN, SET IN THE
 MB0212'TOP OF A CONCRETE POST 12-INCHES UNDER THE GROUND AND IS ABOUT
 MB0212'10 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0215 ***********************************************************************
 MB0215  DESIGNATION -  KIDDERS AZ MK
 MB0215  PID         -  MB0215
 MB0215  STATE/COUNTY-  PA/ERIE
 MB0215  USGS QUAD   -  EAST SPRINGFIELD (1990)
 MB0215
 MB0215                         *CURRENT SURVEY CONTROL
 MB0215  ___________________________________________________________________
 MB0215* NAD 83(1986)-  41 54 17.     (N)    080 24 16.     (W)     SCALED    
 MB0215* NAVD 88     -       284.111  (meters)     932.12   (feet)  ADJUSTED  
 MB0215  ___________________________________________________________________
 MB0215  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 MB0215  DYNAMIC HT  -         284.005 (meters)     931.77  (feet)  COMP
 MB0215  MODELED GRAV-     980,241.2   (mgal)                       NAVD 88
 MB0215
 MB0215  VERT ORDER  -  SECOND    CLASS 0
 MB0215
 MB0215.The horizontal coordinates were scaled from a topographic map and have
 MB0215.an estimated accuracy of +/- 6 seconds.
 MB0215
 MB0215.The orthometric height was determined by differential leveling
 MB0215.and adjusted by the National Geodetic Survey in June 1991..
 MB0215
 MB0215.The geoid height was determined by GEOID03.
 MB0215
 MB0215.The dynamic height is computed by dividing the NAVD 88
 MB0215.geopotential number by the normal gravity value computed on the
 MB0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0215.degrees latitude (g = 980.6199 gals.).
 MB0215
 MB0215.The modeled gravity was interpolated from observed gravity values.
 MB0215
 MB0215;                    North         East    Units  Estimated Accuracy
 MB0215;SPC PA N     -   196,400.      379,790.      MT  (+/- 180 meters Scaled)
 MB0215
 MB0215                          SUPERSEDED SURVEY CONTROL
 MB0215
 MB0215  NGVD 29 (??/??/92)  284.294  (m)          932.72   (f) ADJ UNCH    2 0
 MB0215
 MB0215.Superseded values are not recommended for survey control.
 MB0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0215.See file dsdata.txt to determine how the superseded data were derived.
 MB0215
 MB0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG493393(NAD 83)
 MB0215_MARKER: DZ = AZIMUTH MARK DISK
 MB0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0215_STAMPING: KIDDERS 1967
 MB0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0215+STABILITY: SURFACE MOTION
 MB0215
 MB0215  HISTORY     - Date     Condition        Report By
 MB0215  HISTORY     - 1967     MONUMENTED       CGS
 MB0215
 MB0215                          STATION DESCRIPTION
 MB0215
 MB0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MB0215'3.3 MI NW FROM ALBION.
 MB0215'ABOUT 2.3 MILES WEST ALONG U.S. HIGHWAY 6N FROM THE POST
 MB0215'OFFICE IN ALBION, THENCE, 1.0 MILE NORTH ALONG A MACADAM ROAD,
 MB0215'23 FEET WEST OF THE APPROXIMATE CENTER OF THE ROAD, 3 FEET
 MB0215'SOUTH OF TELEPHONE POLE NO. 32, 1.3 FEET SOUTHWEST OF A METAL
 MB0215'WITNESS SIGN, 1.0 FOOT EAST OF A NORTH-SOUTH FENCE LINE, SET IN
 MB0215'THE TOP OF A CONCRETE POST PROJECTING 3-INCHES AND IS ABOUT
 MB0215'3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0214 ***********************************************************************
 MB0214  DESIGNATION -  KIDDERS RM 1
 MB0214  PID         -  MB0214
 MB0214  STATE/COUNTY-  PA/ERIE
 MB0214  USGS QUAD   -  EAST SPRINGFIELD (1990)
 MB0214
 MB0214                         *CURRENT SURVEY CONTROL
 MB0214  ___________________________________________________________________
 MB0214* NAD 83(1986)-  41 54 23.     (N)    080 24 11.     (W)     SCALED    
 MB0214* NAVD 88     -       283.969  (meters)     931.65   (feet)  ADJUSTED  
 MB0214  ___________________________________________________________________
 MB0214  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 MB0214  DYNAMIC HT  -         283.863 (meters)     931.31  (feet)  COMP
 MB0214  MODELED GRAV-     980,241.2   (mgal)                       NAVD 88
 MB0214
 MB0214  VERT ORDER  -  SECOND    CLASS 0
 MB0214
 MB0214.The horizontal coordinates were scaled from a topographic map and have
 MB0214.an estimated accuracy of +/- 6 seconds.
 MB0214
 MB0214.The orthometric height was determined by differential leveling
 MB0214.and adjusted by the National Geodetic Survey in June 1991..
 MB0214
 MB0214.The geoid height was determined by GEOID03.
 MB0214
 MB0214.The dynamic height is computed by dividing the NAVD 88
 MB0214.geopotential number by the normal gravity value computed on the
 MB0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0214.degrees latitude (g = 980.6199 gals.).
 MB0214
 MB0214.The modeled gravity was interpolated from observed gravity values.
 MB0214
 MB0214;                    North         East    Units  Estimated Accuracy
 MB0214;SPC PA N     -   196,580.      379,910.      MT  (+/- 180 meters Scaled)
 MB0214
 MB0214                          SUPERSEDED SURVEY CONTROL
 MB0214
 MB0214  NGVD 29 (??/??/92)  284.152  (m)          932.26   (f) ADJ UNCH    2 0
 MB0214
 MB0214.Superseded values are not recommended for survey control.
 MB0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0214.See file dsdata.txt to determine how the superseded data were derived.
 MB0214
 MB0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG495395(NAD 83)
 MB0214_MARKER: DR = REFERENCE MARK DISK
 MB0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0214_STAMPING: KIDDERS NO 1 1967
 MB0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0214+STABILITY: SURFACE MOTION
 MB0214
 MB0214  HISTORY     - Date     Condition        Report By
 MB0214  HISTORY     - 1967     MONUMENTED       CGS
 MB0214
 MB0214                          STATION DESCRIPTION
 MB0214
 MB0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MB0214'3.5 MI NW FROM ALBION.
 MB0214'AT THE KIDDERS STATION SITE-- 112.24 FEET SOUTHEAST OF THE
 MB0214'STATION, 270 FEET WEST OF THE ROAD, 194 FEET WEST OF TELEPHONE
 MB0214'POLE NO. 35, 22 FEET SOUTH OF A 24-INCH APPLE TREE, 10 FEET WEST
 MB0214'OF A 7-INCH TRIANGULAR BLAZED LOCUST TREE, 1 FOOT NORTH OF THE
 MB0214'EAST-WEST FENCE LINE, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MB0214'1-INCH AND IS ABOUT 4 FEET BELOW THE LEVEL OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0213 ***********************************************************************
 MB0213  DESIGNATION -  KIDDERS RM 2
 MB0213  PID         -  MB0213
 MB0213  STATE/COUNTY-  PA/ERIE
 MB0213  USGS QUAD   -  EAST SPRINGFIELD (1990)
 MB0213
 MB0213                         *CURRENT SURVEY CONTROL
 MB0213  ___________________________________________________________________
 MB0213* NAD 83(1986)-  41 54 23.     (N)    080 24 11.     (W)     SCALED    
 MB0213* NAVD 88     -       285.060  (meters)     935.23   (feet)  ADJUSTED  
 MB0213  ___________________________________________________________________
 MB0213  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 MB0213  DYNAMIC HT  -         284.954 (meters)     934.89  (feet)  COMP
 MB0213  MODELED GRAV-     980,241.2   (mgal)                       NAVD 88
 MB0213
 MB0213  VERT ORDER  -  SECOND    CLASS 0
 MB0213
 MB0213.The horizontal coordinates were scaled from a topographic map and have
 MB0213.an estimated accuracy of +/- 6 seconds.
 MB0213
 MB0213.The orthometric height was determined by differential leveling
 MB0213.and adjusted by the National Geodetic Survey in June 1991..
 MB0213
 MB0213.The geoid height was determined by GEOID03.
 MB0213
 MB0213.The dynamic height is computed by dividing the NAVD 88
 MB0213.geopotential number by the normal gravity value computed on the
 MB0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0213.degrees latitude (g = 980.6199 gals.).
 MB0213
 MB0213.The modeled gravity was interpolated from observed gravity values.
 MB0213
 MB0213;                    North         East    Units  Estimated Accuracy
 MB0213;SPC PA N     -   196,580.      379,910.      MT  (+/- 180 meters Scaled)
 MB0213
 MB0213                          SUPERSEDED SURVEY CONTROL
 MB0213
 MB0213  NGVD 29 (??/??/92)  285.243  (m)          935.83   (f) ADJ UNCH    2 0
 MB0213
 MB0213.Superseded values are not recommended for survey control.
 MB0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0213.See file dsdata.txt to determine how the superseded data were derived.
 MB0213
 MB0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG495395(NAD 83)
 MB0213_MARKER: DR = REFERENCE MARK DISK
 MB0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0213_STAMPING: KIDDERS NO 2 1967
 MB0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0213+STABILITY: SURFACE MOTION
 MB0213
 MB0213  HISTORY     - Date     Condition        Report By
 MB0213  HISTORY     - 1967     MONUMENTED       CGS
 MB0213
 MB0213                          STATION DESCRIPTION
 MB0213
 MB0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MB0213'3.5 MI NW FROM ALBION.
 MB0213'AT THE KIDDERS STATION SITE-- 81.69 FEET SOUTH OF THE STATION,
 MB0213'80.2 FEET SOUTH OF THE METAL WITNESS SIGN, 1-FOOT NORTH OF
 MB0213'THE EAST-WEST FENCE LINE, SET IN THE TOP OF A CONCRETE POST
 MB0213'PROJECTING 1-INCH AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE
 MB0213'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2084 ***********************************************************************
 KX2084  DESIGNATION -  KILE
 KX2084  PID         -  KX2084
 KX2084  STATE/COUNTY-  PA/ARMSTRONG
 KX2084  USGS QUAD   -  WORTHINGTON (1993)
 KX2084
 KX2084                         *CURRENT SURVEY CONTROL
 KX2084  ___________________________________________________________________
 KX2084* NAD 83(1992)-  40 52 11.07782(N)    079 39 07.31015(W)     ADJUSTED  
 KX2084* NAVD 88     -       452.     (meters)    1483.     (feet)  SCALED    
 KX2084  ___________________________________________________________________
 KX2084  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 KX2084  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 KX2084
 KX2084  HORZ ORDER  -  FIRST
 KX2084
 KX2084.The horizontal coordinates were established by classical geodetic methods
 KX2084.and adjusted by the National Geodetic Survey in June 2002..
 KX2084
 KX2084.The orthometric height was scaled from a topographic map.
 KX2084
 KX2084.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2084
 KX2084.The geoid height was determined by GEOID03.
 KX2084
 KX2084;                    North         East     Units Scale Factor Converg.
 KX2084;SPC PA S     -   172,325.717   439,672.285   MT  0.99998620   -1 14 02.5
 KX2084;SPC PA S     -   565,371.96  1,442,491.49   sFT  0.99998620   -1 14 02.5
 KX2084;SPC PA N     -    79,840.143   439,670.208   MT  1.00000222   -1 15 29.8
 KX2084;SPC PA N     -   261,942.20  1,442,484.67   sFT  1.00000222   -1 15 29.8
 KX2084;UTM  17      - 4,525,171.972   613,590.706   MT  0.99975881   +0 52 55.7
 KX2084
 KX2084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2084!SPC PA S     -   0.99993438  x   0.99998620  =   0.99992058
 KX2084!SPC PA N     -   0.99993438  x   1.00000222  =   0.99993660
 KX2084!UTM  17      -   0.99993438  x   0.99975881  =   0.99969321
 KX2084
 KX2084:                Primary Azimuth Mark                     Grid Az
 KX2084:SPC PA S     -  REYNOLDS                                 029 39 20.5
 KX2084:SPC PA N     -  REYNOLDS                                 029 40 47.8
 KX2084:UTM  17      -  REYNOLDS                                 027 32 22.3
 KX2084
 KX2084|---------------------------------------------------------------------|
 KX2084| PID    Reference Object                     Distance      Geod. Az  |
 KX2084|                                                           dddmmss.s |
 KX2084| MA2022 REYNOLDS                            APPROX.16.5 KM 0282518.0 |
 KX2084| CX3957 KILE RM 1                            39.654 METERS 08614     |
 KX2084| KX2087 WORTHINGTON EVAN LUTHERAN CH        APPROX. 4.2 KM 1500344.5 |
 KX2084| CX3958 KILE RM 2                            34.897 METERS 20435     |
 KX2084|---------------------------------------------------------------------|
 KX2084
 KX2084                          SUPERSEDED SURVEY CONTROL
 KX2084
 KX2084  NAD 83(1986)-  40 52 11.08155(N)    079 39 07.31520(W) AD(       ) 1
 KX2084  NAD 27      -  40 52 10.85160(N)    079 39 08.14600(W) AD(       ) 1
 KX2084
 KX2084.Superseded values are not recommended for survey control.
 KX2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2084.See file dsdata.txt to determine how the superseded data were derived.
 KX2084
 KX2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF1359125172(NAD 83)
 KX2084_MARKER: DS = TRIANGULATION STATION DISK
 KX2084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2084
 KX2084  HISTORY     - Date     Condition        Report By
 KX2084  HISTORY     - 1958     MONUMENTED       CGS
 KX2084
 KX2084                          STATION DESCRIPTION
 KX2084
 KX2084'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2084'THE STATION IS APPROXIMATELY 2.75 MILES NORTH-NORTHWEST OF
 KX2084'WORTHINGTON AND 4.0 MILES EAST-NORTHEAST OF COYLEVILLE, IS ON
 KX2084'THE HIGHEST PART OF THE HILL, ON THE SOUTHWEST EDGE OF A PASTURE, AT
 KX2084'THE EDGE OF WOODS LINE, AND ON THE PROPERTY OF MR. HENRY
 KX2084'KILE.
 KX2084'
 KX2084'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 228 AND U.S. HIGHWAY 422
 KX2084'IN THE CENTER OF WORTHINGTON, GO WEST ON 422 FOR 0.65 MILE TO
 KX2084'A SIDE ROAD RIGHT JUST AFTER PASSING THROUGH A RAILROAD UNDERPASS,
 KX2084'TURN RIGHT ON SURFACE ROAD AND GO 1.65 MILES TO A Y FORK,
 KX2084'TAKE RIGHT FORK UPHILL FOR 0.75 MILE TO A SIDE ROAD ON THE LEFT, TURN
 KX2084'LEFT AND GO UPHILL FOR 0.15 MILE TO THE HOME OF MR. KILE,
 KX2084'CONTINUE WESTERLY UPHILL BETWEEN BARN AND HOUSE ON FIELD ROAD FOR
 KX2084'0.15 MILE TO TOP OF RIDGE AND ROAD FORKS, TAKE RIGHT FORK FOR
 KX2084'0.35 MILE TO NORTH EDGE OF WOODS, TURN LEFT AND FOLLOW
 KX2084'NORTH EDGE OF WOODS FOR 0.35 MILE TO STATION ON THE LEFT.
 KX2084'
 KX2084'STATION MARKS ARE STANDARD DISKS STAMPED KILE 1958. THE SURFACE DISK
 KX2084'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6
 KX2084'INCHES. IT IS 15 FEET NORTH-NORTHEAST OF A TRIANGLE BLAZE ON A 6 INCH
 KX2084'TREE AND 17.6 FEET NORTH-NORTHWEST OF A TRIANGLE BLAZE ON A 4
 KX2084'INCH TREE. A STANDARD WITNESS POST WAS SET 4 FEET NORTHWEST OF THE
 KX2084'MARK. THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 KX2084'MASS OF CONCRETE 32 INCHES BELOW THE SURFACE OF THE GROUND.
 KX2084'
 KX2084'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED KILE NO 1 1958, IS
 KX2084'CEMENTED IN A DRILL HOLE IN A BOULDER FLUSH WITH SURFACE OF
 KX2084'THE GROUND. IT IS 65 FEET NORTHEAST OF THE TIMBER LINE AND 127 FEET
 KX2084'SOUTH OF THE SOUTH SIDE OF CULTIVATED FIELD.
 KX2084'
 KX2084'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KILE NO 2 1958, IS
 KX2084'CEMENTED IN A DRILL HOLE IN A 2 FOOT BY 3 FOOT BOULDER WHICH
 KX2084'PROJECTS 12 INCHES. IT IS 18.6 FEET NORTH-NORTHEAST OF A TRIANGLE
 KX2084'BLAZE ON A 14 INCH TREE AND 12.6 FEET SOUTH OF A TRIANGLE
 KX2084'BLAZE ON A 12 INCH TREE.
 KX2084'
 KX2084'NOTE- NO AZIMUTH MARK WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3062 ***********************************************************************
 KY3062  DESIGNATION -  KIM RESET
 KY3062  PID         -  KY3062
 KY3062  STATE/COUNTY-  PA/LAWRENCE
 KY3062  USGS QUAD   -  BESSEMER (1990)
 KY3062
 KY3062                         *CURRENT SURVEY CONTROL
 KY3062  ___________________________________________________________________
 KY3062* NAD 83(1992)-  40 55 30.86249(N)    080 26 16.87090(W)     ADJUSTED  
 KY3062* NAVD 88     -       389.4    (meters)    1278.     (feet)  GPS OBS   
 KY3062  ___________________________________________________________________
 KY3062  X           -     801,718.452 (meters)                     COMP
 KY3062  Y           -  -4,759,247.858 (meters)                     COMP
 KY3062  Z           -   4,156,386.456 (meters)                     COMP
 KY3062  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 KY3062  ELLIP HEIGHT-         355.22  (meters)          (08/07/01) GPS OBS
 KY3062  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 KY3062
 KY3062  HORZ ORDER  -  B
 KY3062  ELLP ORDER  -  FOURTH    CLASS II
 KY3062
 KY3062.The horizontal coordinates were established by GPS observations
 KY3062.and adjusted by the National Geodetic Survey in April 1993..
 KY3062
 KY3062.The orthometric height was determined by GPS observations and a
 KY3062.high-resolution geoid model.
 KY3062
 KY3062.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KY3062
 KY3062.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3062
 KY3062.The ellipsoidal height was determined by GPS observations
 KY3062.and is referenced to NAD 83.
 KY3062
 KY3062.The geoid height was determined by GEOID03.
 KY3062
 KY3062;                    North         East     Units Scale Factor Converg.
 KY3062;SPC PA S     -   180,207.427   373,623.993   MT  0.99999375   -1 44 38.3
 KY3062;SPC PA S     -   591,230.53  1,225,798.05   sFT  0.99999375   -1 44 38.3
 KY3062;SPC OH N     -   141,812.113   773,654.756   MT  0.99994222   +1 21 16.6
 KY3062;UTM  17      - 4,530,610.014   547,316.877   MT  0.99962756   +0 22 05.3
 KY3062
 KY3062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3062!SPC PA S     -   0.99994428  x   0.99999375  =   0.99993803
 KY3062!SPC OH N     -   0.99994428  x   0.99994222  =   0.99988651
 KY3062!UTM  17      -   0.99994428  x   0.99962756  =   0.99957186
 KY3062
 KY3062|---------------------------------------------------------------------|
 KY3062| PID    Reference Object                     Distance      Geod. Az  |
 KY3062|                                                           dddmmss.s |
 KY3062| CX3961 KIM RM 2                             53.498 METERS 17437     |
 KY3062| CX3959 KIM AZ MK                                          2034739.4 |
 KY3062| CX3962 KIM RM 3                             93.817 METERS 28052     |
 KY3062| CX3960 KIM RM 1                            165.370 METERS 35315     |
 KY3062|---------------------------------------------------------------------|
 KY3062
 KY3062                          SUPERSEDED SURVEY CONTROL
 KY3062
 KY3062  ELLIP H (04/16/93)  355.19   (m)                       GP(       ) 4 1
 KY3062  NAD 83(1986)-  40 55 30.86716(N)    080 26 16.87830(W) AD(       ) 1
 KY3062  NAD 27      -  40 55 30.64200(N)    080 26 17.63600(W) AD(       ) 1
 KY3062  NGVD 29 (09/15/94)  389.5    (m)         1278.     (f) GPS OBS        
 KY3062
 KY3062.Superseded values are not recommended for survey control.
 KY3062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3062.See file dsdata.txt to determine how the superseded data were derived.
 KY3062
 KY3062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF4731730610(NAD 83)
 KY3062_MARKER: DS = TRIANGULATION STATION DISK
 KY3062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3062_SP_SET: SET IN A CONCRETE MONUMENT
 KY3062_STAMPING: KIM 1928 1967
 KY3062_MARK LOGO: CGS   
 KY3062_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3062+STABILITY: SURFACE MOTION
 KY3062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KY3062+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2000
 KY3062
 KY3062  HISTORY     - Date     Condition        Report By
 KY3062  HISTORY     - 1967     MONUMENTED       CGS
 KY3062  HISTORY     - 1967     GOOD             CGS
 KY3062  HISTORY     - 1974     GOOD             NGS
 KY3062  HISTORY     - 1980     GOOD             PADT
 KY3062  HISTORY     - 19920810 GOOD             NGS
 KY3062  HISTORY     - 19931012 GOOD             NOS
 KY3062  HISTORY     - 19931012 GOOD             NOS
 KY3062  HISTORY     - 19950724 GOOD             NGS
 KY3062  HISTORY     - 19990320 GOOD             NEILAN
 KY3062  HISTORY     - 20000317 GOOD             NGS
 KY3062
 KY3062                          STATION DESCRIPTION
 KY3062
 KY3062'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KY3062'THE AZIMUTH MARK AND REFERENCE MARKS NO. 1, NO. 2 AND NO. 3 WERE
 KY3062'RECOVERED IN GOOD CONDITION.  THE UNDERGROUND STATION MARK WAS
 KY3062'ALSO RECOVERED BUT APPEARED TO BE LEANING SLIGHTLY TOWARDS THE
 KY3062'SOUTH.  THE DISTANCE TO THE REFERENCE MARKS FAILED TO CHECK.  THE
 KY3062'DIRECTION TO THE AZIMUTH MARK WAS NOT TAKEN AT THIS DUE TO IT
 KY3062'BEING OBSTRUCTED BY TREES.  FOLLOWING IS A NEW AND COMPLETE
 KY3062'DESCRIPTION.
 KY3062'
 KY3062'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF NEW CASTLE, 6
 KY3062'MILES NORTH OF ENON VALLEY AND 4 MILES SOUTH OF MT.  JACKSON.  THE
 KY3062'PROPERTY IS OWNED BY MR. JAMES O. MCKIM.
 KY3062'
 KY3062'TO REACH THE STATION FROM THE POST OFFICE IN NEW CASTLE, GO SOUTH
 KY3062'ON STATE HIGHWAYS 108 AND 18 FOR 3.4 MILES TO WHERE STATE HIGHWAY
 KY3062'108 TURNS WEST, TURN RIGHT AND GO WEST ON STATE HIGHWAY 108 FOR
 KY3062'3.1 MILES TO A CROSSROAD IN MT. JACKSON, TURN LEFT AND GO SOUTH ON
 KY3062'THE PAVED ROAD FOR 3.0 MILES TO A SIDE ROAD ON THE LEFT, (TO REACH
 KY3062'THE AZIMUTH MARK FROM THIS POINT CONTINUE SOUTH ON THE PAVED ROAD
 KY3062'FOR 0.2 MILE TO A SIDE ROAD RIGHT, CONTINUE SOUTH ON THE PAVED
 KY3062'ROAD FOR 0.9 MILE TO A CROSSROAD, CONTINUE SOUTH ON THE GRAVELED
 KY3062'ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT), TURN LEFT AND GO EAST
 KY3062'ON THE GRAVELED ROAD FOR 0.6 MILE TO A SIDE ROAD ON THE RIGHT,
 KY3062'TURN RIGHT AND GO SOUTH ON THE GRAVELED ROAD FOR 0.2 MILE TO THE
 KY3062'MARK ON THE RIGHT.
 KY3062'
 KY3062'THE STATION MARK IS 118 FEET NORTH OF THE APPROXIMATE CENTER OF
 KY3062'THE DRIVEWAY, 77 FEET SOUTH OF POWERLINE POLE NO. 17, 20 FEET
 KY3062'WEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD AND 7.5 FEET
 KY3062'WEST OF A METAL WITNESS POST.  THE MARK IS A STANDARD DISK SET IN
 KY3062'THE TOP OF AN IRREGULAR MASS OF CONCRETE, 12 INCHES UNDERGROUND
 KY3062'AND IS STAMPED KIM 1928 1967.
 KY3062'
 KY3062'REFERENCE MARK NO. 1 IS 42 FEET WEST OF THE APPROXIMATE CENTER OF
 KY3062'THE JUNCTION OF THE GRAVELED ROADS AND 20 FEET SOUTH OF THE
 KY3062'APPROXIMATE CENTER OF THE EAST-WEST ROAD.  THE MARK IS A STANDARD
 KY3062'DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES
 KY3062'AND IS STAMPED KIM NO 1 1928.
 KY3062'
 KY3062'REFERENCE MARK NO. 2 IS 17 FEET WEST OF THE APPROXIMATE CENTER OF
 KY3062'THE GRAVELED ROAD AND 4 FEET NORTHWEST OF POWERLINE POLE NO. 16.
 KY3062'THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 KY3062'POST FLUSH WITH THE GROUND AND IS STAMPED KIM NO 2 1928.
 KY3062'
 KY3062'REFERENCE MARK NO. 3 IS 2.5 FEET EAST OF POWERLINE POLE NO. 17 A.
 KY3062'THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 KY3062'POST FLUSH WITH THE GROUND AND IS STAMPED KIM NO 3 1949.
 KY3062'
 KY3062'THE AZIMUTH MARK IS 90 FEET NORTH OF THE NORTHEAST CORNER OF THE
 KY3062'HOUSE AND 90 FEET NORTHEAST OF POWERLINE POLE NO. 7.  THE MARK IS
 KY3062'A REFERENCE MARK DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 KY3062'PROJECTING 4 INCHES AND IS STAMPED KIM AZ MK 1935.
 KY3062'
 KY3062'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4 MILES SOUTH OF
 KY3062'MT. JACKSON
 KY3062
 KY3062                          STATION RECOVERY (1967)
 KY3062
 KY3062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KY3062'RECOVERED IN GOOD CONDITION.
 KY3062
 KY3062                          STATION RECOVERY (1974)
 KY3062
 KY3062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KY3062'UNABLE TO MEASURE DISTANCE OF RM 1.
 KY3062'
 KY3062'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 KY3062'CONDITION. THE STATION MARK APPEARED TO HAVE BEEN RESET SOMETIME
 KY3062'IN THE PAST.  IT IS NOW SET IN THE TOP OF A 18 BY 24 INCH MASS OF
 KY3062'CONCRETE. A SHORTER DISTANCE OF 0.14 FOOT WAS NOTED TO REFERENCE
 KY3062'MARK 2.  A SHORTER DISTANCE OF 0.18 FOOT WAS NOTED TO REFERENCE
 KY3062'MARK 3.  THE DISTANCE TO REFERENCE MARK 1 COULD NOT BE MEASURED.
 KY3062'A 15 FOOT HIGH SIGNAL WAS REQUIRED TO SEE OVER THE CORN WHICH WAS
 KY3062'PLANTED ON LINE TO THE MARK.  THE MARK IS ABOUT 8 FEET LOWER THAN
 KY3062'THE STATION.  THE DIRECTION BETWEEN THE REFERENCE MARKS WERE
 KY3062'WITHIN CLOSE AGREEMENT WITH THE 1949 OBSERVATIONS.  THE AZIMUTH
 KY3062'MARK IS NOT VISIBLE FROM THE GROUND.
 KY3062'
 KY3062'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 KY3062'
 KY3062'THE STATION IS LOCATED ON A LOW HILL ABOUT 8 MILES SOUTHWEST OF
 KY3062'NEW CASTLE, 6 MILES NORTH OF ENON VALLEY AND 4 MILES SOUTH OF
 KY3062'MOUNT JACKSON.  THE PROPERTY IS OWNED BY MR. JAMES O. MCKIM AND
 KY3062'MR. MCKIM LIVES IN THE FIRST FARM HOUSE TO THE WEST OF THE STATION.
 KY3062'
 KY3062'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 108,
 KY3062'317 AND 551 IN MOUNT JACKSON, GO SOUTH ON STATE HIGHWAYS 108 AND
 KY3062'551 FOR 2.75 MILES TO A SIDE ROAD LEFT.  (TO REACH THE AZIMUTH
 KY3062'MARK FROM THIS POINT, CONTINUE SOUTHERLY ON STATE HIGHWAYS 108 AND
 KY3062'551 FOR 1.1 MILES TO A POINT WHERE THE MAIN ROAD CURVES TO THE
 KY3062'WEST AND A CROSSROADS.  THE AZIMUTH MARK IS STRAIGHT AHEAD, JUST
 KY3062'NORTH OF A FARM HOUSE.) TURN LEFT AND GO EAST ON MCKIM ROAD FOR
 KY3062'0.5 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON NEW
 KY3062'ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 KY3062'
 KY3062'THE STATION MARK IS A STANDARD DISK STAMPED KIM 1928, SET IN THE
 KY3062'TOP OF A 18 BY 24 INCH MASS OF CONCRETE WHICH IS 1 FOOT BELOW THE
 KY3062'SURFACE.  IT IS 77 FEET SOUTH OF A POWERLINE POLE NUMBERED 17, 75
 KY3062'FEET SOUTH OF A PIPELINE, 18 FEET WEST OF THE CENTER OF NEW ROAD
 KY3062'AND 4.9 FEET WEST OF A WITNESS POST.
 KY3062'
 KY3062'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KIM NO 1 1928, SET IN
 KY3062'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 KY3062'1-FOOT. IT IS 16 FEET SOUTH OF THE CENTER OF MCKIM ROAD AND 25
 KY3062'FEET WEST OF THE CENTER OF NEW ROAD.
 KY3062'
 KY3062'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KIM NO 2 1928, SET IN
 KY3062'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 KY3062'THE SURFACE.  IT IS 57 FEET SOUTH OF THE CENTER OF A DRIVE
 KY3062'LEADING TO MR. MCKIMS HOUSE, 18 FEET WEST OF THE CENTER OF MCKIM
 KY3062'ROAD AND 5.2 FEET NORTHWEST OF A TELEPHONE POLE.
 KY3062'
 KY3062'REFERENCE MARK 3 IS A STANDARD DISK STAMPED KIM 1949 NO 3, SET IN
 KY3062'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 KY3062'3-INCHES. IT IS 150 FEET EAST OF MR. MCKIMS HOUSE, 3 FEET
 KY3062'NORTHEAST OF A POWERLINE POLE AND ACROSS A FIELD FROM THE STATION.
 KY3062'
 KY3062'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KIM 1928, SET IN THE
 KY3062'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 1-INCH.
 KY3062'IT IS 100 FEET EAST OF THE CENTER OF THE ROAD, 88 FEET NORTH OF
 KY3062'THE NORTHEAST CORNER OF THE FARM HOUSE AND 1.8 FEET SOUTH OF A
 KY3062'WITNESS POST.
 KY3062'
 KY3062'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4 MILES SOUTH OF
 KY3062'MOUNT JACKSON
 KY3062
 KY3062                          STATION RECOVERY (1980)
 KY3062
 KY3062'RECOVERY NOTE BY PA DEPT OF TRANSP 1980 (JE)
 KY3062'KIM 1928 1967 RECOVERED GOOD.
 KY3062'
 KY3062'AZIMUTH MARK NOT FOUND AND WOULD NOT BE VISIBLE FROM STATION.
 KY3062'
 KY3062'RMS NOT SEARCHED FOR.
 KY3062'
 KY3062'STATION IS APPROX. 1 FOOT UNDERGROUND.
 KY3062'
 KY3062'DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES SOUTHWEST OF
 KY3062'OVER CASTLE.
 KY3062
 KY3062                          STATION RECOVERY (1992)
 KY3062
 KY3062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 KY3062'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) SOUTHWEST OF NEW
 KY3062'CASTLE, 9.6 KM (5.95 MI) NORTH OF ENON VALLEY AND 6.4 KM (3.95 MI)
 KY3062'SOUTH OF MOUNT JACKSON.  OWNERSHIP--JAMES O. MCKIM, OWNER WAS NOT HOME
 KY3062'AT THIS TIME BUT LIVES IN THE FIRST FARM HOUSE TO THE WEST OF THE
 KY3062'STATION.
 KY3062'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 108, 317 AND
 KY3062'551 (FLASHING LIGHT) IN MOUNT JACKSON, GO SOUTH ON PAVED ROAD
 KY3062'(ALTERNATE 551) FOR 0.64 KM (0.40 MI) TO A BRIDGE.  CROSS BRIDGE AND
 KY3062'CONTINUE SOUTH FOR 3.94 KM (2.45 MI) TO A PAVED ROAD LEFT.  TURN LEFT
 KY3062'AND GO EAST ON MCKIM ROAD FOR 0.8 KM (0.50 MI) TO A PAVED ROAD RIGHT.
 KY3062'TURN RIGHT AND GO SOUTH FOR 0.16 KM (0.10 MI) ON NEW ROAD TO THE
 KY3062'STATION ON THE RIGHT.
 KY3062'LOCATED 36 M (118.1 FT) NORTH OF THE CENTER OF DRIVEWAY, 23.5 M
 KY3062'(77.1 FT) SOUTH OF POWER POLE NUMBER 17, 5.7 M (18.7 FT) WEST OF THE
 KY3062'APPROXIMATE CENTER OF NEW ROAD AND 0.6 M (2.0 FT) NORTHEAST FROM A
 KY3062'WITNESS POST.  STATION IS RECESSED 30 CM BELOW GROUND.
 KY3062
 KY3062                          STATION RECOVERY (1993)
 KY3062
 KY3062'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 KY3062'RECOVERED IN GOOD CONDITION.
 KY3062
 KY3062                          STATION RECOVERY (1993)
 KY3062
 KY3062'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 KY3062'RECOVERED AS DESCRIBED BY NGS IN 1992.
 KY3062
 KY3062                          STATION RECOVERY (1995)
 KY3062
 KY3062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 KY3062'THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) SOUTHWEST OF NEW
 KY3062'CASTLE, 9.7 KM (6.00 MI) NORTH OF ENON VALLEY, AND 6.4 KM (3.95 MI)
 KY3062'SOUTH OF MOUNT JACKSON.  IT IS ON A LOW HILL NEAR THREE LARGE RADIO
 KY3062'TOWERS, AT THE EAST EDGE OF A CULTIVATED FIELD ON THE WEST SIDE OF NEW
 KY3062'ROAD, AND ON PROPERTY OWNED BY MR JAMES O MCKIM WHO LIVES IN THE HOUSE
 KY3062'WEST OF THE STATION.  TO REACH FROM THE JUNCTION OF STATE ROUTES 108,
 KY3062'317, AND 551 (FLASHING LIGHT) IN MOUNT JACKSON GO SOUTH ON PAVED ROAD
 KY3062'(ALTERNATE 551) FOR 0.6 KM (0.35 MI) TO A BRIDGE. CROSS BRIDGE AND
 KY3062'CONTINUE SOUTH FOR 3.94 KM (2.45 MI) TO A PAVED ROAD LEFT.  TURN LEFT
 KY3062'AND GO EAST ON MCKIM ROAD FOR 0.8 KM (0.50 MI) TO A PAVED ROAD ON THE
 KY3062'RIGHT, TURN RIGHT AND GO SOUTH ON NEW ROAD 0.2 KM (0.10 MI) TO THE
 KY3062'STATION ON THE RIGHT.  THE STATION IS 36.0 M (118.1 FT) NORTH OF THE
 KY3062'CENTERLINE OF MR MCKIMS DRIVEWAY, APPROXIMATELY ON LINE WITH A ROW OF
 KY3062'POWER POLES AND 23.5 M (77.1 FT) SOUTH OF POLE NUMBER 17, 5.7 M (18.7
 KY3062'FT) WEST OF THE CENTER OF NEW ROAD, 0.6 M (2.0 FT) NORTH OF A WITNESS
 KY3062'POST, AND RECESSED 0.38 M (1.25 FT) BELOW GROUND LEVEL.
 KY3062
 KY3062                          STATION RECOVERY (1999)
 KY3062
 KY3062'RECOVERY NOTE BY THE NEILAN ENGINEERS INCORPORATED 1999 (TEK)
 KY3062'RECOVERED AS DESCRIBED.
 KY3062
 KY3062                          STATION RECOVERY (2000)
 KY3062
 KY3062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 KY3062'THE STATION IS LOCATED ABOUT 12.87 KM (8.00 MI) SOUTHWEST OF NEW
 KY3062'CASTLE, ABOUT 6.44 KM (4.00 MI) SOUTH OF MT JACKSON ON THE WEST SIDE
 KY3062'OF NEW ROAD, ON A LOW HILL NEAR THREE RADIO TOWERS AND ON THE EAST
 KY3062'EDGE OF A CULTIVATED FIELD.  OWNERSHIP--MR. JAMES MC KIM.  TO REACH
 KY3062'THE STATION FROM THE JUNCTION OF STATE HIGHWAY 108 AND STATE ROUTES
 KY3062'317 AND 551 LOCATED AT THE FLASHING TRAFFIC LIGHT IN THE CENTER OF MT
 KY3062'JACKSON, GO SOUTH ON COMBINED HIGHWAYS 108 AND 551 FOR 4.02 KM (2.50
 KY3062'MI) TO THE JUNCTION OF 108 WEST.  CONTINUE AHEAD SOUTH ON HIGHWAY 551
 KY3062'FOR 2.01 KM (1.25 MI) TO THE JUNCTION OF PETTERSBURG ROAD ON THE LEFT.
 KY3062'TURN LEFT, EASTERLY ON PETTERSBURG ROAD FOR 1.53 KM (0.95 MI) TO THE
 KY3062'JUNCTION OF MT AIR ROAD AT A SHARP CURVE.  TURN LEFT, NORTH ON MT AIR
 KY3062'ROAD FOR 0.32 KM (0.20 MI) TO THE JUNCTION OF MC KIM ROAD ON THE
 KY3062'RIGHT.  TURN RIGHT, EAST ON MC KIM ROAD FOR 0.8 KM (0.50 MI) TO THE
 KY3062'JUNCTION OF NEW ROAD ON THE RIGHT.  TURN RIGHT, SOUTH ON NEW ROAD FOR
 KY3062'0.16 KM (0.10 MI) TO THE STATION ON THE RIGHT. THE STATION IS SET IN
 KY3062'THE TOP OF A 30 CM CONCRETE POST RECESSED 30 CM BELOW GROUND AND
 KY3062'ENCASED IN A 45 CM PVC PIPE.  LOCATED 36.0 M (118.1 FT) NORTH OF THE
 KY3062'CENTER OF THE DRIVEWAY LEADING WEST TO THE MC KIM FARM HOUSE, 23.5 M
 KY3062'(77.1 FT) SOUTH OF POWERLINE POLE NUMBER 17, 5.7 M (18.7 FT) WEST OF
 KY3062'THE CENTER OF NEW ROAD AND 0.6 M (2.0 FT) NORTH OF A FIBERGLASS
 KY3062'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2157 ***********************************************************************
 MA2157  DESIGNATION -  KIMBLE
 MA2157  PID         -  MA2157
 MA2157  STATE/COUNTY-  PA/ERIE
 MA2157  USGS QUAD   -  UNION CITY (1977)
 MA2157
 MA2157                         *CURRENT SURVEY CONTROL
 MA2157  ___________________________________________________________________
 MA2157* NAD 83(1992)-  41 55 01.89268(N)    079 51 59.77449(W)     ADJUSTED  
 MA2157* NAVD 88     -       461.3    (meters)    1513.     (feet)  VERTCON   
 MA2157  ___________________________________________________________________
 MA2157  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 MA2157  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 MA2157
 MA2157  HORZ ORDER  -  FIRST
 MA2157
 MA2157.The horizontal coordinates were established by classical geodetic methods
 MA2157.and adjusted by the National Geodetic Survey in June 2002..
 MA2157
 MA2157.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2157
 MA2157.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2157
 MA2157.The geoid height was determined by GEOID03.
 MA2157
 MA2157;                    North         East     Units Scale Factor Converg.
 MA2157;SPC PA N     -   196,552.860   424,428.956   MT  0.99999484   -1 24 00.8
 MA2157;SPC PA N     -   644,857.17  1,392,480.67   sFT  0.99999484   -1 24 00.8
 MA2157;SPC NY W     -   213,693.371   243,547.994   MT  1.00007689   -0 51 26.6
 MA2157;SPC NY W     -   701,092.33    799,040.38   sFT  1.00007689   -0 51 26.6
 MA2157;UTM  17      - 4,641,203.331   593,987.427   MT  0.99970870   +0 45 26.0
 MA2157
 MA2157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2157!SPC PA N     -   0.99993298  x   0.99999484  =   0.99992782
 MA2157!SPC NY W     -   0.99993298  x   1.00007689  =   1.00000986
 MA2157!UTM  17      -   0.99993298  x   0.99970870  =   0.99964170
 MA2157
 MA2157|---------------------------------------------------------------------|
 MA2157| PID    Reference Object                     Distance      Geod. Az  |
 MA2157|                                                           dddmmss.s |
 MA2157| CX3964 KIMBLE RM 1                          33.470 METERS 06639     |
 MA2157| MA2155 UNION CITY CABLE TV CO MAST         APPROX. 3.4 KM 0754629.4 |
 MA2157| CX3965 KIMBLE RM 2                          33.037 METERS 12633     |
 MA2157| MA2158 UNION CITY BORDEN MILK CO STK       APPROX. 1.1 KM 1500127.4 |
 MA2157| CX3963 KIMBLE AZ MK                                       2754515.7 |
 MA2157|---------------------------------------------------------------------|
 MA2157
 MA2157                          SUPERSEDED SURVEY CONTROL
 MA2157
 MA2157  NAD 83(1996)-  41 55 01.89323(N)    079 51 59.77474(W) AD(       ) 1
 MA2157  NAD 83(1995)-  41 55 01.89480(N)    079 51 59.77160(W) AD(       ) 1
 MA2157  NAD 83(1986)-  41 55 01.89562(N)    079 51 59.76995(W) AD(       ) 1
 MA2157  NAD 27      -  41 55 01.69322(N)    079 52 00.58443(W) AD(       ) 1
 MA2157  NGVD 29 (07/19/86)  461.5    (m)         1514.     (f) VERT ANG       
 MA2157
 MA2157.Superseded values are not recommended for survey control.
 MA2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2157.See file dsdata.txt to determine how the superseded data were derived.
 MA2157
 MA2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG9398741203(NAD 83)
 MA2157_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2157
 MA2157  HISTORY     - Date     Condition        Report By
 MA2157  HISTORY     - 1938     MONUMENTED       CGS
 MA2157  HISTORY     - 1967     SEE DESCRIPTION  CGS
 MA2157
 MA2157                          STATION DESCRIPTION
 MA2157
 MA2157'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 MA2157'STATION IS ABOUT 1.7 MILES NW OF CITY OF UNION CITY, ON GROUNDS OF
 MA2157'KIMBLE SCHOOL AT KIMBLE CORNERS, MARK IS IN REAR OF SCHOOL
 MA2157'BUILDING, 51 FEET FROM SW CORNER OF SCHOOL, 48 FEET W OF NW CORNER,
 MA2157'71 FEET S OF CENTER LINE OF E-W DIRT ROAD, 15 FEET N OF A 24-INCH
 MA2157'MAPLE TREE, AND PROJECTS 2 INCHES.
 MA2157'
 MA2157'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 MA2157'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 MA2157'
 MA2157'REFERENCE MARK NO. 1 IS 109.84 FEET ENE OF STATION, 41 FEET NE OF NE
 MA2157'CORNER OF SCHOOL, 32 FEET S OF CENTER LINE OF E-W DIRT ROAD, 10
 MA2157'FEET SE OF A 16-INCH MAPLE TREE, AND PROJECTS 6 INCHES.  REFERENCE
 MA2157'MARK NO. 2 IS 108.41 FEET SE OF STATION, 60 FEET SE OF SW
 MA2157'CORNER OF SCHOOL, 45 FEET S OF SE CORNER, AND PROJECTS 6 INCHES.
 MA2157'
 MA2157'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE WNW OF STATION, ON N SIDE OF
 MA2157'E-W DIRT ROAD, 5 FEET S OF SECOND TELEPHONE POLE FROM FARMHOUSE
 MA2157'TO W.
 MA2157'
 MA2157'TO REACH STATION FROM INTERSECTION OF ROUTES 98 AND 8 IN N END OF
 MA2157'UNION CITY, GO NW ON 97, 0.6 MILE TO A MACADAM ROAD R, TURN R AND
 MA2157'CONTINUE 1 MILE TO KIMBLE SCHOOLHOUSE AND STATION.
 MA2157'
 MA2157'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 MA2157
 MA2157                          STATION RECOVERY (1967)
 MA2157
 MA2157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MA2157'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH MARK
 MA2157'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAS
 MA2157'BEEN HIT BY FARM MACHINERY BUT REMAINS IN GOOD CONDITION.
 MA2157'
 MA2157'THE SCHOOL BUILDING AND PROPERTY IS NOW OWNED BY MR. CHUCK HLADEK.
 MA2157'THE BUILDING IS BEING USED AS A PRIVATE RESIDENCE.  THE TO REACH AND
 MA2157'DESCRIPTION OF THE STATION IS ADEQUATE.  A NEW DESCRIPTION OF THE
 MA2157'AZIMUTH MARK FOLLOWS,
 MA2157'
 MA2157'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON THE GRAVELED
 MA2157'ROAD FOR 0.2 MILE TO A SHARP CURVE AND THE MARK 120 FEET EAST OF
 MA2157'THE APPROXIMATE CENTER OF THE CURVE.
 MA2157'
 MA2157'IT IS 116 FEET EAST OF THE NORTHEAST END OF AN 18 INCH CULVERT AT THE
 MA2157'CENTER OF THE CURVE, 18 FEET NORTH OF THE APPROXIMATE CENTER
 MA2157'OF THE GRAVELED ROAD AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS
 MA2157'A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 MA2157'PROJECTING 1 INCH AND IS STAMPED KIMBLE 1938.  NOTE- 16A
 MA2157'
 MA2157'HEIGHT OF LIGHT ABOVE STATION MARK - 30.1 METERS.
 MA2157'
 MA2157'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 1.7 MILES
 MA2157'NORTHEAST OF UNION CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2233 ***********************************************************************
 KX2233  DESIGNATION -  KING
 KX2233  PID         -  KX2233
 KX2233  STATE/COUNTY-  PA/BEDFORD
 KX2233  USGS QUAD   -  NEW ENTERPRISE (1987)
 KX2233
 KX2233                         *CURRENT SURVEY CONTROL
 KX2233  ___________________________________________________________________
 KX2233* NAD 83(1992)-  40 13 13.41702(N)    078 29 18.87622(W)     ADJUSTED  
 KX2233* NAVD 88     -       509.1    (meters)    1670.     (feet)  VERTCON   
 KX2233  ___________________________________________________________________
 KX2233  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 KX2233  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KX2233
 KX2233  HORZ ORDER  -  SECOND
 KX2233
 KX2233.The horizontal coordinates were established by classical geodetic methods
 KX2233.and adjusted by the National Geodetic Survey in June 2002..
 KX2233
 KX2233.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2233
 KX2233.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2233
 KX2233.The geoid height was determined by GEOID03.
 KX2233
 KX2233;                    North         East     Units Scale Factor Converg.
 KX2233;SPC PA S     -    98,757.235   537,136.094   MT  0.99996754   -0 28 45.1
 KX2233;SPC PA S     -   324,006.03  1,762,254.00   sFT  0.99996754   -0 28 45.1
 KX2233;UTM  17      - 4,455,244.491   713,695.042   MT  1.00016218   +1 37 20.3
 KX2233
 KX2233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2233!SPC PA S     -   0.99992528  x   0.99996754  =   0.99989283
 KX2233!UTM  17      -   0.99992528  x   1.00016218  =   1.00008745
 KX2233
 KX2233:                Primary Azimuth Mark                     Grid Az
 KX2233:SPC PA S     -  KING AZ MK                               065 33 33.3
 KX2233:UTM  17      -  KING AZ MK                               063 27 27.9
 KX2233
 KX2233|---------------------------------------------------------------------|
 KX2233| PID    Reference Object                     Distance      Geod. Az  |
 KX2233|                                                           dddmmss.s |
 KX2233| KX0377 KING AZ MK                                         0650448.2 |
 KX2233| CK7643 KING RM 1                             7.965 METERS 10238     |
 KX2233| CK7644 KING RM 2                             8.510 METERS 28619     |
 KX2233|---------------------------------------------------------------------|
 KX2233
 KX2233                          SUPERSEDED SURVEY CONTROL
 KX2233
 KX2233  NAD 83(1995)-  40 13 13.42408(N)    078 29 18.88655(W) AD(       ) 2
 KX2233  NAD 83(1986)-  40 13 13.42470(N)    078 29 18.88732(W) AD(       ) 2
 KX2233  NAD 27      -  40 13 13.14425(N)    078 29 19.83146(W) AD(       ) 2
 KX2233  NGVD 29 (07/19/86)  509.2    (m)         1671.     (f) VERT ANG       
 KX2233
 KX2233.Superseded values are not recommended for survey control.
 KX2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2233.See file dsdata.txt to determine how the superseded data were derived.
 KX2233
 KX2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE1369555244(NAD 83)
 KX2233_MARKER: DE = TRAVERSE STATION DISK
 KX2233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2233_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KX2233
 KX2233  HISTORY     - Date     Condition        Report By
 KX2233  HISTORY     - 1967     MONUMENTED       CGS
 KX2233  HISTORY     - 1975     GOOD             PADT
 KX2233
 KX2233                          STATION DESCRIPTION
 KX2233
 KX2233'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2233'THE STATION IS LOCATED ABOUT 5 AIRLINE MILES NORTH-NORTHEAST OF ST.
 KX2233'CLAIRSVILLE, ABOUT 4 AIRLINE MILES NORTH-NORTHEAST
 KX2233'OF OSTERBURG AND ABOUT 2 AIRLINE MILES SOUTH-SOUTHWEST OF THE VILLAGE
 KX2233'OF KING.  IT IS LOCATED ON THE EAST EDGE OF A SMALL RIDGE
 KX2233'AND THE PROPERTY IS OWNED BY MISS LAURA CHAPPELL.
 KX2233'
 KX2233'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 220 AND
 KX2233'STATE HIGHWAY 869 IN THE EAST EDGE OF OSTERBURG, GO NORTH ON U.S.
 KX2233'HIGHWAY 220 FOR 4.8 MILES TO THE AZIMUTH MARK ON THE RIGHT, EAST SIDE
 KX2233'OF THE ROAD.  CONTINUE NORTH ON U.S. HIGHWAY 220 FOR 0.8 MILE TO A
 KX2233'SIDE ROAD LEFT AT ST. MARKS UNION CHURCH.  TURN LEFT AND GO WEST AND
 KX2233'SOUTHWEST ON A PAVED ROAD FOR 1.9 MILES TO A SIDE ROAD LEFT AT
 KX2233'CURVE IN THE ROAD.  TURN LEFT AND GO SOUTHWEST AND SOUTH ON A
 KX2233'BLADED ROAD FOR 0.15 MILE TO A FORK.  KEEP LEFT AND GO SOUTH ON A
 KX2233'TRACK ROAD FOR 0.15 MILE TO THE TOP OF THE RIDGE.  BEAR LEFT AND
 KX2233'GO EAST ON THE TRACK ROAD FOR 0.05 MILE TO A FIELD.  CONTINUE EAST
 KX2233'KEEPING TO THE SOUTH OF A WOODED FENCE LINE FOR 0.15 MILE TO THE
 KX2233'STATION.
 KX2233'
 KX2233'THE STATION MARK IS 27 FEET WEST OF A OAK TREE WITH A TRIANGLE BLAZE,
 KX2233'8 FEET SOUTHEAST OF A ROCK CAIRN AND 6.9 FEET SPOUTH OF A
 KX2233'WITNESS POST.  THE MARK IS A STANDARD TRAVERSE DISK SET IN THE TOP OF
 KX2233'A 10-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 KX2233'AND IT IS STAMPED KING 1966.
 KX2233'
 KX2233'REFERENCE MARK NO. 1 IS 31 FEET EAST OF THE CAIRN, 26.2 FEET EAST OF
 KX2233'THE WITNESS POST AND 7 FEET SOUTH OF THE OAK TREE WITH THE
 KX2233'TRIANGLE BLAZE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A
 KX2233'10-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES AND
 KX2233'IT IS STAMPED KING NO 1 1966.
 KX2233'
 KX2233'REFERENCE MARK NO. 2 IS 54 FEET WEST OF THE OAK TREE WITH THE
 KX2233'TRIANGLE BLAZE, 29.5 FEET WEST OF THE WITNESS POST AND 23 FEET
 KX2233'SOUTHWEST OF THE CAIRN.  THE MARK IS A STANDARD DISK SET IN THE TOP
 KX2233'OF A 10-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 KX2233'AND IT IS STAMPED KING NO 2 1966.
 KX2233'
 KX2233'THE AZIMUTH MARK IS 22 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY
 KX2233'220, 2 FEET SOUTH OF A TELEPHONE POLE NUMBER 491-1/2 AND 1.7
 KX2233'FEET SOUTHWEST OF A WITNESS POST.  THE MARK IS A STANDARD DISK SET IN
 KX2233'THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH
 KX2233'WITH THE SURFACE AND IT IS STAMPED KING 1966.
 KX2233
 KX2233                          STATION RECOVERY (1975)
 KX2233
 KX2233'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 KX2233'KING 1966 RECOVERED GOOD.
 KX2233'
 KX2233'KING AZ1 1966 RECOVERED GOOD.
 KX2233'
 KX2233'NEW TO REACH DESCRIPTION--
 KX2233'
 KX2233'NEW TO REACH DESCRIPTION FOR NGS KING (1967).  TO REACH THE STATION
 KX2233'FROM INTERSECTION OF US HIGHWAY 220 AND STATE HIGHWAY 869 IN EAST
 KX2233'EDGE OF OSTERBURG, GO NORTH ON US HIGHWAY 220 FOR 4.8 MILES TO THE
 KX2233'AZIMUTH MARK ON THE RIGHT, EAST SIDE OF RD.  CONTINUE NORTH ON US
 KX2233'HIGHWAY 220 FOR 0.8 MILES TO SIDE ROAD LEFT AT ST MARKS UNION
 KX2233'CHURCH.  TURN LEFT AND GO WEST AND SOUTHWEST ON A PAVED ROAD FOR
 KX2233'1.9 MILES TO A SIDE ROAD LEFT AT CURVE IN ROAD.  TURN LEFT AND
 KX2233'GO IN A SOUTHEAST WARD DIRECTION ALONG A FIELD 0.1 MILE
 KX2233'TO A POINT WHERE THE J ROAD GOES LEFT TO AN OPENING INTO TO WOODS.
 KX2233'CONTINUE ON ROAD THROUGH WOODS FOR ONE MILE TO A FORK (Y) IN THE ROAD.
 KX2233'TAKE THE RIGHT FORK AND GO UPHILL FOR 0.10 MILE ON TRACK ROAD IN
 KX2233'WOODS.  TURN LEFT ON TRACK ROAD AND GO 0.05 MILE TO FIELD.
 KX2233'CONTINUE EASTWARD KEEPING TO THE SOUTH OF A WOODED FENCE LINE
 KX2233'FOR 0.01 MILE TO THE STATION ON THE LEFT IN WOODED FENCE LINE
 KX2233'AT THE TOP OF THE HILL.
 KX2233'
 KX2233'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES N.N.E. OF
 KX2233'ST CLAIRSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5918 ***********************************************************************
 KV5918  DESIGNATION -  KING
 KV5918  PID         -  KV5918
 KV5918  STATE/COUNTY-  PA/MONTGOMERY
 KV5918  USGS QUAD   -  VALLEY FORGE (1992)
 KV5918
 KV5918                         *CURRENT SURVEY CONTROL
 KV5918  ___________________________________________________________________
 KV5918* NAD 83(1992)-  40 04 57.83518(N)    075 23 46.38335(W)     ADJUSTED  
 KV5918* NAVD 88     -        61.5    (meters)     202.     (feet)  VERTCON   
 KV5918  ___________________________________________________________________
 KV5918  X           -   1,232,129.564 (meters)                     COMP
 KV5918  Y           -  -4,728,938.421 (meters)                     COMP
 KV5918  Z           -   4,085,036.372 (meters)                     COMP
 KV5918  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 KV5918  ELLIP HEIGHT-          28.02  (meters)          (06/21/02) GPS OBS
 KV5918  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 KV5918
 KV5918  HORZ ORDER  -  SECOND
 KV5918  ELLP ORDER  -  FOURTH    CLASS I
 KV5918
 KV5918.The horizontal coordinates were established by GPS observations
 KV5918.and adjusted by the National Geodetic Survey in June 2002..
 KV5918
 KV5918.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5918
 KV5918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5918
 KV5918.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5918
 KV5918.The ellipsoidal height was determined by GPS observations
 KV5918.and is referenced to NAD 83.
 KV5918
 KV5918.The geoid height was determined by GEOID03.
 KV5918
 KV5918;                    North         East     Units Scale Factor Converg.
 KV5918;SPC PA S     -    85,884.341   800,727.991   MT  0.99998000   +1 31 37.6
 KV5918;SPC PA S     -   281,772.21  2,627,055.08   sFT  0.99998000   +1 31 37.6
 KV5918;UTM  18      - 4,437,014.934   466,219.790   MT  0.99961405   -0 15 18.4
 KV5918
 KV5918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5918!SPC PA S     -   0.99999560  x   0.99998000  =   0.99997560
 KV5918!UTM  18      -   0.99999560  x   0.99961405  =   0.99960966
 KV5918
 KV5918|---------------------------------------------------------------------|
 KV5918| PID    Reference Object                     Distance      Geod. Az  |
 KV5918|                                                           dddmmss.s |
 KV5918| CS3478 KING RM 1                            12.132 METERS 06133     |
 KV5918| CS3479 KING RM 2                             9.745 METERS 17718     |
 KV5918| KV6119 KING AZ MK                          APPROX. 0.6 KM 3414348.7 |
 KV5918|---------------------------------------------------------------------|
 KV5918
 KV5918                          SUPERSEDED SURVEY CONTROL
 KV5918
 KV5918  NAD 83(1996)-  40 04 57.83391(N)    075 23 46.38325(W) AD(       ) 2
 KV5918  NAD 83(1991)-  40 04 57.83090(N)    075 23 46.38631(W) AD(       ) 2
 KV5918  ELLIP H (01/27/92)   28.21   (m)                       GP(       ) 4 1
 KV5918  NAD 83(1986)-  40 04 57.83201(N)    075 23 46.39148(W) AD(       ) 2
 KV5918  NGVD 29 (07/14/89)   61.8    (m)          203.     (f) GPS OBS        
 KV5918
 KV5918.Superseded values are not recommended for survey control.
 KV5918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5918.See file dsdata.txt to determine how the superseded data were derived.
 KV5918
 KV5918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6622037015(NAD 83)
 KV5918_MARKER: DH = HORIZONTAL CONTROL DISK
 KV5918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV5918_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KV5918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5918+STABILITY: SURFACE MOTION
 KV5918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5918+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1987
 KV5918
 KV5918  HISTORY     - Date     Condition        Report By
 KV5918  HISTORY     - 1984     MONUMENTED       PADT
 KV5918  HISTORY     - 19870319 GOOD             GEOHYD
 KV5918
 KV5918                          STATION DESCRIPTION
 KV5918
 KV5918'DESCRIBED BY PA DEPT OF TRANSP 1984 (RBG)
 KV5918'THE STATION IS LOCATED IN KING OF PRUSSIA, AT THE SOUTHWEST CORNER
 KV5918'OF THE INTERCHANGE OF U.S. HIGHWAYS 202 AND I-76 (SCHUYLKILL
 KV5918'EXPRESSWAY).  OWNERSHIP-PADT
 KV5918'
 KV5918'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 363 AND
 KV5918'U.S. HIGHWAY 202 IN KING OF PRUSSIA, GO SOUTHWEST FOR
 KV5918'0.6 KM (.4 MI) ON HIGHWAY 202 TO THE U.S. HIGHWAY I-76 EAST EXIT,
 KV5918'TURN RIGHT AND GO NORTH-NORTHEAST FOR 0.2 KM (.15 MI) ON EXIT RAMP
 KV5918'TO I-76 (SCHUYLKILL EXPRESSWAY),
 KV5918'TURN RIGHT AND GO SOUTHEAST FOR 0.2 KM (.15 MI) ON I-76 TO EXIT
 KV5918'NUMBER 26 NORTH (U.S. 202 NORTH),
 KV5918'TURN RIGHT AND GO WEST-NORTHWEST FOR .3 KM (.2 MI) ON EXIT RAMP TO
 KV5918'HIGHWAY 202 AND THE STATION ON THE LEFT.
 KV5918'
 KV5918'THE STATION IS A STANDARD PADT DISK
 KV5918'STAMPED---KING 1984---,
 KV5918'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5918'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV5918'26.21 METERS (86.0 FT) NORTHEAST FROM A 14 INCH DIAMETER WILLOW OAK
 KV5918'TREE,
 KV5918'13.11 METERS (43.0 FT) NORTH-NORTHWEST FROM AN 18 INCH DIAMETER
 KV5918'WILLOW OAK TREE, AND
 KV5918'12.10 METERS (39.7 FT) SOUTH FROM THE SOUTH EDGE OF THE EAST BOUND
 KV5918'LANE OF HIGHWAY 202.
 KV5918'THE UNDERGROUND MARK IS A STANDARD PADT DISK
 KV5918'STAMPED---KING 1984---,
 KV5918'SET INTO AN IRREGULAR MASS OF CONCRETE 1.07 METERS BELOW THE SURFACE.
 KV5918'
 KV5918'REFERENCE MARK NO. 1 IS A STANDARD PADT DISK
 KV5918'STAMPED---KING NO.1 1984---,
 KV5918'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5918'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV5918'37.79 METERS (124.0 FT) EAST-NORTHEAST FROM A 14 INCH DIAMETER WILLOW
 KV5918'OAK TREE,
 KV5918'20.57 METERS (67.5 FT) NORTHEAST FROM A 18 INCH DIAMETER WILLOW OAK
 KV5918'TREE AND
 KV5918'8.02 METERS (26.3 FT) SOUTH FROM THE SOUTH EDGE OF THE EAST BOUND
 KV5918'LANE OF HIGHWAY 202.
 KV5918'MARK IS .30 METERS ABOVE THE STATION.
 KV5918'
 KV5918'REFERENCE MARK NO. 2 IS A STANDARD PADT DISK
 KV5918'STAMPED---KING NO.2 1984---,
 KV5918'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5918'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV5918'22.34 METERS (73.3 FT) SOUTH FROM THE SOUTH EDGE OF THE EAST BOUND
 KV5918'LANE OF HIGHWAY 202,
 KV5918'19.51 METERS (64.0 FT) EAST-NORTHEAST FROM A 14 INCH DIAMETER WILLOW
 KV5918'OAK TREE AND
 KV5918'3.96 METERS (13.0 FT) NORTH-NORTHWEST FROM A 18 INCH DIAMETER WILLOW
 KV5918'OAK TREE.
 KV5918'MARK IS .15 METERS BELOW THE STATION.
 KV5918'
 KV5918'AZIMUTH MARK NO. 1 IS A STANDARD PADT DISK
 KV5918'STAMPED---KING 1984---,
 KV5918'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5918'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV5918'23.68 METERS (77.7 FT) EAST-NORTHEAST FROM THE EAST END OF THE
 KV5918'HIGHWAY GUARD RAIL,
 KV5918'23.38 METERS (76.7 FT) SOUTHWEST FROM THE WEST END OF THE HIGHWAY
 KV5918'GUARD RAIL, AND
 KV5918'5.42 METERS (17.8 FT) SOUTHEAST FROM THE SOUTH EDGE OF THE HIGHWAY
 KV5918'EXIT RAMP PAVING.
 KV5918'TO REACH THE AZIMUTH FROM THE STATION,
 KV5918'GO EAST-NORTHEAST FOR 0.32 KM (0.2 MI) ON HIGHWAY 202 TO EXIT RAMP
 KV5918'I-76 NORTH,
 KV5918'TURN RIGHT AND GO NORTH FOR .16 KM (.1 MI) ON EXIT RAMP TO I-76
 KV5918'(SCHUYLKILL EXPRESSWAY),
 KV5918'TURN RIGHT AND GO NORTHWEST FOR 0.64 KM (0.4 MI) ON I-76 TO EXIT 25
 KV5918'(VALLEY FORGE),
 KV5918'TURN RIGHT AND GO NORTHEAST FOR 0.48 KM (0.3 MI) ON EXIT RAMP TO
 KV5918'THE MARK ON THE RIGHT.
 KV5918'
 KV5918'DESCRIBED BY R. B. GROSSER.
 KV5918
 KV5918                          STATION RECOVERY (1987)
 KV5918
 KV5918'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1987
 KV5918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV7096 ***********************************************************************
 KV7096  DESIGNATION -  KING
 KV7096  PID         -  KV7096
 KV7096  STATE/COUNTY-  PA/PHILADELPHIA
 KV7096  USGS QUAD   -  GERMANTOWN (1997)
 KV7096
 KV7096                         *CURRENT SURVEY CONTROL
 KV7096  ___________________________________________________________________
 KV7096* NAD 83(1996)-  40 03 22.38625(N)    075 09 35.56211(W)     ADJUSTED  
 KV7096* NAVD 88     -        81.7    (meters)     268.     (feet)  GPS OBS   
 KV7096  ___________________________________________________________________
 KV7096  X           -   1,252,114.811 (meters)                     COMP
 KV7096  Y           -  -4,725,662.851 (meters)                     COMP
 KV7096  Z           -   4,082,796.658 (meters)                     COMP
 KV7096  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 KV7096  ELLIP HEIGHT-          48.54  (meters)          (08/10/01) GPS OBS
 KV7096  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 KV7096
 KV7096  HORZ ORDER  -  FIRST
 KV7096  ELLP ORDER  -  FOURTH    CLASS II
 KV7096
 KV7096.The horizontal coordinates were established by GPS observations
 KV7096.and adjusted by the National Geodetic Survey in May 1999..
 KV7096
 KV7096.The orthometric height was determined by GPS observations and a
 KV7096.high-resolution geoid model.
 KV7096
 KV7096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV7096
 KV7096.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV7096
 KV7096.The ellipsoidal height was determined by GPS observations
 KV7096.and is referenced to NAD 83.
 KV7096
 KV7096.The geoid height was determined by GEOID03.
 KV7096
 KV7096;                    North         East     Units Scale Factor Converg.
 KV7096;SPC PA S     -    83,505.851   820,963.558   MT  0.99998306   +1 40 49.6
 KV7096;SPC PA S     -   273,968.78  2,693,444.61   sFT  0.99998306   +1 40 49.6
 KV7096;UTM  18      - 4,434,009.185   486,364.026   MT  0.99960229   -0 06 10.4
 KV7096
 KV7096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV7096!SPC PA S     -   0.99999239  x   0.99998306  =   0.99997545
 KV7096!UTM  18      -   0.99999239  x   0.99960229  =   0.99959468
 KV7096
 KV7096                          SUPERSEDED SURVEY CONTROL
 KV7096
 KV7096  NAD 83(1992)-  40 03 22.38583(N)    075 09 35.56229(W) AD(       ) 1
 KV7096  ELLIP H (06/28/94)   48.49   (m)                       GP(       ) 4 1
 KV7096
 KV7096.Superseded values are not recommended for survey control.
 KV7096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV7096.See file dsdata.txt to determine how the superseded data were derived.
 KV7096
 KV7096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK8636434009(NAD 83)
 KV7096_MARKER: DD = SURVEY DISK
 KV7096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV7096_SP_SET: CONCRETE POST
 KV7096_STAMPING: KING 1993
 KV7096_MARK LOGO: PA6540
 KV7096_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KV7096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV7096+STABILITY: SURFACE MOTION
 KV7096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV7096+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2004
 KV7096
 KV7096  HISTORY     - Date     Condition        Report By
 KV7096  HISTORY     - 1993     MONUMENTED       PA6540
 KV7096  HISTORY     - 20040311 GOOD             DEWDAV
 KV7096
 KV7096                          STATION DESCRIPTION
 KV7096
 KV7096'DESCRIBED BY CITY OF PHILADELPHIA PENNSYLVANIA 1993
 KV7096'THE STATION IS LOCATED IN THE 59TH WARD OF THE CITY OF PHILADELPHIA,IN
 KV7096'THE GERMANTOWN SECTION OF THE CITY, IN A GRASS STRIP IN THE FOOTWAY
 KV7096'OF MARTIN LUTHER KING HIGH SCHOOL. THE STATION IS 301 FT (91.7 M)
 KV7096'NORTHWEST FROM THE NORTHWEST CURB LINE OF HAINES STREET, 14.7 FT
 KV7096'(4.5 M) SOUTHWEST OF THE SOUTHWEST CURB LINE OF STENTON AVENUE, AND
 KV7096'52 FT (15.8 M) NORTHWEST OF UTILITY POLE 64294 LOCATED AT THE
 KV7096'NORTHWEST CORNER OF THE INTERSECTION OF HAINES STREET AND STENTON
 KV7096'AVENUE. THE MARK IS 0.3 FT (0.1 M) BELOW THE SURFACE. THE MARK IS A
 KV7096'CITY OF PHILADELPHIA HORIZONTAL CONTROL NETWORK BRASS DISC STAMPED
 KV7096'KING 1993.
 KV7096'TO REACH THE STATION FROM THE INTERSECTION OF NORTH BROAD STREET AND
 KV7096'STENTON AVENUE, GO NORTH ON STENTON AVENUE FOR 1.2 MI (1.9 KM) TO
 KV7096'HAINES STREET.
 KV7096
 KV7096                          STATION RECOVERY (2004)
 KV7096
 KV7096'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (CSW)
 KV7096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0377 ***********************************************************************
 KX0377  DESIGNATION -  KING AZ MK
 KX0377  PID         -  KX0377
 KX0377  STATE/COUNTY-  PA/BEDFORD
 KX0377  USGS QUAD   -  NEW ENTERPRISE (1987)
 KX0377
 KX0377                         *CURRENT SURVEY CONTROL
 KX0377  ___________________________________________________________________
 KX0377* NAD 83(1986)-  40 13 35.     (N)    078 28 20.     (W)     SCALED    
 KX0377* NAVD 88     -       426.483  (meters)    1399.22   (feet)  ADJUSTED  
 KX0377  ___________________________________________________________________
 KX0377  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KX0377  DYNAMIC HT  -         426.247 (meters)    1398.45  (feet)  COMP
 KX0377  MODELED GRAV-     980,060.1   (mgal)                       NAVD 88
 KX0377
 KX0377  VERT ORDER  -  SECOND    CLASS 0
 KX0377
 KX0377.The horizontal coordinates were scaled from a topographic map and have
 KX0377.an estimated accuracy of +/- 6 seconds.
 KX0377
 KX0377.The orthometric height was determined by differential leveling
 KX0377.and adjusted by the National Geodetic Survey in June 1991..
 KX0377
 KX0377.The geoid height was determined by GEOID03.
 KX0377
 KX0377.The dynamic height is computed by dividing the NAVD 88
 KX0377.geopotential number by the normal gravity value computed on the
 KX0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0377.degrees latitude (g = 980.6199 gals.).
 KX0377
 KX0377.The modeled gravity was interpolated from observed gravity values.
 KX0377
 KX0377;                    North         East    Units  Estimated Accuracy
 KX0377;SPC PA S     -    99,410.      538,530.      MT  (+/- 180 meters Scaled)
 KX0377
 KX0377                          SUPERSEDED SURVEY CONTROL
 KX0377
 KX0377  NGVD 29 (??/??/92)  426.632  (m)         1399.71   (f) ADJ UNCH    2 0
 KX0377
 KX0377.Superseded values are not recommended for survey control.
 KX0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0377.See file dsdata.txt to determine how the superseded data were derived.
 KX0377
 KX0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE150559(NAD 83)
 KX0377_MARKER: DZ = AZIMUTH MARK DISK
 KX0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0377_STAMPING: KING 1966
 KX0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0377+STABILITY: SURFACE MOTION
 KX0377
 KX0377  HISTORY     - Date     Condition        Report By
 KX0377  HISTORY     - 1966     MONUMENTED       CGS
 KX0377  HISTORY     - 1967     GOOD             NGS
 KX0377
 KX0377                          STATION DESCRIPTION
 KX0377
 KX0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0377'11.9 MI S FROM NEWRY.
 KX0377'11.9 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE IN
 KX0377'NEWRY, SET IN THE TOP OF A CONCRETE POST PROJECTING 1-INCH, 22
 KX0377'FEET EAST OF THE CENTERLINE OF HIGHWAY, 2 FEET SOUTH OF
 KX0377'TELEPHONE POLE NO. 491 1/2, 1.7 FEET SOUTHWEST OF A METAL
 KX0377'WITNESS SIGN AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6119 ***********************************************************************
 KV6119  DESIGNATION -  KING AZ MK
 KV6119  PID         -  KV6119
 KV6119  STATE/COUNTY-  PA/MONTGOMERY
 KV6119  USGS QUAD   -  VALLEY FORGE (1992)
 KV6119
 KV6119                         *CURRENT SURVEY CONTROL
 KV6119  ___________________________________________________________________
 KV6119* NAD 83(1992)-  40 05 17.59187(N)    075 23 54.87524(W)     ADJUSTED  
 KV6119* NAVD 88     -        65.     (meters)     213.     (feet)  VERTCON   
 KV6119  ___________________________________________________________________
 KV6119  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 KV6119  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 KV6119
 KV6119  HORZ ORDER  -  THIRD
 KV6119
 KV6119.The horizontal coordinates were established by classical geodetic methods
 KV6119.and adjusted by the National Geodetic Survey in June 2002..
 KV6119.No horizontal observational check was made to the station.
 KV6119
 KV6119.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6119
 KV6119.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6119
 KV6119.The geoid height was determined by GEOID03.
 KV6119
 KV6119;                    North         East     Units Scale Factor Converg.
 KV6119;SPC PA S     -    86,488.118   800,510.655   MT  0.99997939   +1 31 32.1
 KV6119;SPC PA S     -   283,753.10  2,626,342.04   sFT  0.99997939   +1 31 32.1
 KV6119;UTM  18      - 4,437,624.955   466,021.410   MT  0.99961421   -0 15 24.0
 KV6119
 KV6119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6119!SPC PA S     -   0.99999509  x   0.99997939  =   0.99997448
 KV6119!UTM  18      -   0.99999509  x   0.99961421  =   0.99960931
 KV6119
 KV6119                          SUPERSEDED SURVEY CONTROL
 KV6119
 KV6119  NAD 83(1996)-  40 05 17.59059(N)    075 23 54.87515(W) AD(       ) 3
 KV6119  NAD 83(1991)-  40 05 17.58758(N)    075 23 54.87820(W) AD(       ) 3
 KV6119  NAD 83(1986)-  40 05 17.58860(N)    075 23 54.88365(W) AD(       ) 3
 KV6119  NGVD 29 (02/23/90)   65.     (m)          213.     (f) VERT ANG       
 KV6119
 KV6119.Superseded values are not recommended for survey control.
 KV6119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6119.See file dsdata.txt to determine how the superseded data were derived.
 KV6119
 KV6119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6602137625(NAD 83)
 KV6119_MARKER: DZ = AZIMUTH MARK DISK
 KV6119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6119_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KV6119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6119+STABILITY: SURFACE MOTION
 KV6119
 KV6119  HISTORY     - Date     Condition        Report By
 KV6119  HISTORY     - 1984     MONUMENTED       PADT
 KV6119  HISTORY     - 19960420 GOOD             USPSQD
 KV6119
 KV6119                          STATION DESCRIPTION
 KV6119
 KV6119'DESCRIBED BY PA DEPT OF TRANSP 1984 (RBG)
 KV6119'THE STATION IS LOCATED ABOUT 0.7 KM (0.4 MI)
 KV6119'NORTHWEST OF THE INTERSECTION OF THE SCHUYLKILL EXPRESSWAY (I-76) AND
 KV6119'U.S. HIGHWAY 202, AND
 KV6119'0.35 KM (0.2 MI) EAST OF THE PENNSYLVANIA TURNPIKE INTERCHANGE 24
 KV6119'TOLL GATE, IN ROAD RIGHT OF WAY ON THE SOUTHEAST SIDE OF CONRAD
 KV6119'DRIVE.
 KV6119'OWNERSHIP--PADT
 KV6119'
 KV6119'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 363
 KV6119'(GULPH ROAD) AND U.S. HIGHWAY 202 IN KING OF PRUSSIA, GO
 KV6119'SOUTHWEST FOR 0.6 KM (0.4 MI) ON HIGHWAY 202 TO THE U.S. HIGHWAY I-76
 KV6119'EAST EXIT, TURN RIGHT AND GO NORTH-NORTHEAST FOR 0.2 KM (0.15 MI) ON
 KV6119'EXIT RAMP TO I-76 (SCHUYLKILL EXPRESSWAY),
 KV6119'TURN RIGHT AND GO SOUTHEAST FOR 0.2 KM (0.15 MI) ON I-76 TO EXIT 26
 KV6119'NORTH (U.S. 202 NORTH),
 KV6119'TURN RIGHT AND GO WEST-NORTHWEST FOR 0.3 KM (0.2 MI) ON EXIT RAMP
 KV6119'TO HIGHWAY 202 AND STATION KING ON THE LEFT,
 KV6119'GO EAST-NORTHEAST FOR 0.32 KM (0.2 MI) ON HIGHWAY 202 TO EXIT RAMP
 KV6119'I-76 NORTH,
 KV6119'TURN RIGHT AND GO EAST FOR 0.16 KM (0.1 MI) ON EXIT RAMP TO I-76,
 KV6119'TURN RIGHT AND GO NORTHWEST FOR 0.64 KM (0.4 MI) ON I-76 TO EXIT 25
 KV6119'(VALLEY FORGE),
 KV6119'TURN RIGHT AND GO NORTHEAST FOR 0.48 KM (0.3 MI) ON CONRAD DRIVE TO
 KV6119'THE STATION ON THE RIGHT.
 KV6119'
 KV6119'THE STATION IS A STANDARD PADT DISK
 KV6119'STAMPED---KING 1984---,
 KV6119'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6119'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6119'23.68 METERS (77.7 FT) EAST-NORTHEAST FROM THE EAST END OF THE
 KV6119'HIGHWAY GUARD RAIL,
 KV6119'23.38 METERS (76.7 FT) SOUTHWEST FROM THE WEST END OF THE HIGHWAY
 KV6119'GUARD RAIL, AND
 KV6119'5.42 METERS (17.8 FT) SOUTHEAST FROM THE SOUTH EDGE OF THE HIGHWAY
 KV6119'EXIT RAMP PAVING.
 KV6119'
 KV6119'DESCRIBED BY B. I. WILLIAMS.
 KV6119
 KV6119                          STATION RECOVERY (1996)
 KV6119
 KV6119'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV6119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2675 ***********************************************************************
 LY2675  DESIGNATION -  KINGSBURY
 LY2675  PID         -  LY2675
 LY2675  STATE/COUNTY-  PA/WAYNE
 LY2675  USGS QUAD   -  HANCOCK (1992)
 LY2675
 LY2675                         *CURRENT SURVEY CONTROL
 LY2675  ___________________________________________________________________
 LY2675* NAD 83(1992)-  41 59 58.37694(N)    075 21 42.23210(W)     ADJUSTED  
 LY2675* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 LY2675  ___________________________________________________________________
 LY2675  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 LY2675  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 LY2675
 LY2675  HORZ ORDER  -  SECOND
 LY2675
 LY2675.The horizontal coordinates were established by classical geodetic methods
 LY2675.and adjusted by the National Geodetic Survey in June 2002..
 LY2675
 LY2675.The orthometric height was scaled from a topographic map.
 LY2675
 LY2675.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2675
 LY2675.The geoid height was determined by GEOID03.
 LY2675
 LY2675;                    North         East     Units Scale Factor Converg.
 LY2675;SPC PA N     -   206,283.002   797,847.881   MT  1.00000842   +1 34 47.8
 LY2675;SPC PA N     -   676,780.15  2,617,605.92   sFT  1.00000842   +1 34 47.8
 LY2675;SPC NY E     -   351,909.205    78,611.268   MT  0.99996269   -0 34 35.9
 LY2675;SPC NY E     - 1,154,555.45    257,910.47   sFT  0.99996269   -0 34 35.9
 LY2675;UTM  18      - 4,649,789.446   470,042.055   MT  0.99961104   -0 14 31.4
 LY2675
 LY2675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2675!SPC PA N     -   0.99995650  x   1.00000842  =   0.99996492
 LY2675!SPC NY E     -   0.99995650  x   0.99996269  =   0.99991919
 LY2675!UTM  18      -   0.99995650  x   0.99961104  =   0.99956755
 LY2675
 LY2675|---------------------------------------------------------------------|
 LY2675| PID    Reference Object                     Distance      Geod. Az  |
 LY2675|                                                           dddmmss.s |
 LY2675| AJ2349 KINGSBURY RM 1                       25.849 METERS 18933     |
 LY2675| AJ2350 KINGSBURY RM 2                       38.898 METERS 30721     |
 LY2675| NA2169 YERVES                              APPROX. 3.0 KM 3284131.9 |
 LY2675|---------------------------------------------------------------------|
 LY2675
 LY2675                          SUPERSEDED SURVEY CONTROL
 LY2675
 LY2675  NAD 83(1996)-  41 59 58.37695(N)    075 21 42.23212(W) AD(       ) 2
 LY2675  NAD 83(1986)-  41 59 58.38241(N)    075 21 42.23523(W) AD(       ) 2
 LY2675  NAD 27      -  41 59 58.07600(N)    075 21 43.61000(W) AD(       ) 2
 LY2675
 LY2675.Superseded values are not recommended for survey control.
 LY2675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2675.See file dsdata.txt to determine how the superseded data were derived.
 LY2675
 LY2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM7004249789(NAD 83)
 LY2675_MARKER: V = STONE MONUMENT
 LY2675_SETTING: 0 = UNSPECIFIED SETTING
 LY2675_SP_SET: CENTER OF GRANITE POST
 LY2675_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY2675
 LY2675  HISTORY     - Date     Condition        Report By
 LY2675  HISTORY     - 1940     MONUMENTED       CGS
 LY2675  HISTORY     - 1974     SEE DESCRIPTION  USGS
 LY2675  HISTORY     - 19740621 GOOD             USGS
 LY2675
 LY2675                          STATION DESCRIPTION
 LY2675
 LY2675'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (RJS)
 LY2675'THIS STATION IS NEAR THE BOUNDARY LINE BETWEEN NEW YORK AND
 LY2675'PENNSYLVANIA, ABOUT 5-1/2 MILES SOUTHEAST OF DEPOSIT AND 1-1/4
 LY2675'MILES EAST-SOUTHEAST OF THE TOWN OF HALE EDDY.  THE EXACT POINT IS
 LY2675'THE CENTER OF A BOUNDARY MONUMENT WHICH IS 6 FEET IN HEIGHT AND
 LY2675'ABOUT 9 BY 18 INCHES.  THE MONUMENT IS CARVED 1884, AND 600 FT.
 LY2675'ACCORDING TO LOCAL INFORMATION THE MONUMENT HAS BEEN MOVED TO THE
 LY2675'WEST FROM ITS ORIGINAL POSITION SO THE 600 FT. PROBABLY DOES NOT HOLD
 LY2675'TRUE AT PRESENT.
 LY2675'
 LY2675'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION.  (NOTE 12A).
 LY2675'
 LY2675'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION AND THE BOULDER IN
 LY2675'WHICH IT IS SET IS JUST INSIDE THE FENCE LINE SOUTH OF THE ROAD PAST
 LY2675'THE STATION.  (NOTE 12C).
 LY2675'
 LY2675'THE STATION MAY BE REACHED FROM THE POST OFFICE IN HALE EDDY BY GOING
 LY2675'SOUTH ACROSS RAILROAD TRACKS AND A BRIDGE FOR 0.1 MILE TO ROAD TO
 LY2675'LEFT JUST AFTER CROSSING BRIDGE, THENCE LEFT AND FOLLOW DIRT ROAD
 LY2675'ALONG THE RIVER BANK FOR 1.35 MILES TO THE BOUNDARY MONUMENT AND
 LY2675'STATION ON THE LEFT SIDE OF THE ROAD AND AT THE TOP OF A SMALL GRADE.
 LY2675'
 LY2675'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 LY2675
 LY2675                          STATION RECOVERY (1974)
 LY2675
 LY2675'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (GWK)
 LY2675'STA AND RM NO 1 OK, RM NO 2 DESTROYED.
 LY2675
 LY2675                          STATION RECOVERY (1974)
 LY2675
 LY2675'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (CLN)
 LY2675'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 LY2675'CONDITION.  REFERENCE MARK 2 WAS PROBABLY DESTROYED WHEN THE ROAD WAS
 LY2675'WIDENED.  A SHORTER DISTANCE OF 0.057 M (0.187 FT) WAS NOTED IN THE
 LY2675'DISTANCE TO REFERENCE MARK 1 AND THE DIRECTION COULD NOT BE CHECKED AT
 LY2675'THIS TIME.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  A NEW
 LY2675'DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 8.9 KM (5.55 MI)
 LY2675'SOUTHEAST OF DEPOSIT, 2.0 KM (1.25 MI) EAST SOUTHEAST OF HALE EDDY AND
 LY2675'ON THE SOUTH SIDE OF A DIRT ROAD.  IT IS THE BOUNDARY MONUMENT BETWEEN
 LY2675'PENNSYLVANIA AND NEW YORK.  TO REACH THE STATION FROM THE SOUTH END OF
 LY2675'THE BRIDGE OVER THE RIVER, LEADING TO PENNSYLVANIA, IN THE SMALL TOWN
 LY2675'OF HALE EDDY, GO EAST ON A DIRT ROAD FOR 2.3 KM (1.40 MI) TO THE
 LY2675'STATION ON THE RIGHT.
 LY2675' 
 LY2675'THE STATION IS A GRANITE BOUNDARY MONUMENT WITH THE INSCRIPTION NEW
 LY2675'YORK BOUNDARY MONUMENT 1884 ON THE NORTH SIDE AND PENNSYLVANIA
 LY2675'BOUNDARY MONUMENT 1884 ON THE SOUTH SIDE.  THE POINT IS THE TOP CENTER
 LY2675'OF THE 9 BY 18 INCH MONUMENT WHICH PROJECTS 6 FT (1.8 M) LOCATED 25.0
 LY2675'FT (7.6 M) SW FROM THE CENTER OF THE DIRT ROAD, AND 11.0 FT (3.4 M) N
 LY2675'FROM A 18-INCH MAPLE TREE.
 LY2675' 
 LY2675'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED--KINGSBURY NO 1
 LY2675'1940--, SET INTO ROCK OUTCROP 1.0 FT (0.3 M) LARGEST DIMENSION THAT
 LY2675'PROJECTS 4 FT (1.2 M) ON THE NORTH SIDE LOCATED 101.0 FT (30.8 M) SW
 LY2675'FROM THE CENTER OF THE DIRT ROAD, 75.0 FT (22.9 M) SSW FROM THE
 LY2675'18-INCH MAPLE TREE, AND 4.0 FT (1.2 M) HIGHER THAN THE STATION.
 LY2675' 
 LY2675'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED-- KINGSBURY 1940 NO
 LY2675'3 1982--, SET INTO ROCK OUTCROP 6.0 FT (1.8 M) LARGEST DIMENSION.  THE
 LY2675'ROCK OUTCROP PROJECTS 4 FT (1.2 M) ON THE NORTH SIDE.  IT IS LOCATED
 LY2675'81.0 FT (24.7 M) NW FROM THE 18-INCH MAPLE TREE, 19.0 FT (5.8 M) NW
 LY2675'FROM A WOODS ROAD, 34.0 FT (10.4 M) SW FROM THE CENTER OF DIRT ROAD,
 LY2675'AND 2.0 FT (0.6 M) LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1433 ***********************************************************************
 LY1433  DESIGNATION -  KINGSTON
 LY1433  PID         -  LY1433
 LY1433  STATE/COUNTY-  PA/LUZERNE
 LY1433  USGS QUAD   -  KINGSTON (1983)
 LY1433
 LY1433                         *CURRENT SURVEY CONTROL
 LY1433  ___________________________________________________________________
 LY1433* NAD 83(1986)-  41 15 45.     (N)    075 53 47.     (W)     SCALED    
 LY1433* NAVD 88     -       164.043  (meters)     538.20   (feet)  ADJUSTED  
 LY1433  ___________________________________________________________________
 LY1433  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 LY1433  DYNAMIC HT  -         163.977 (meters)     537.98  (feet)  COMP
 LY1433  MODELED GRAV-     980,217.3   (mgal)                       NAVD 88
 LY1433
 LY1433  VERT ORDER  -  SECOND    CLASS 0
 LY1433
 LY1433.The horizontal coordinates were scaled from a topographic map and have
 LY1433.an estimated accuracy of +/- 6 seconds.
 LY1433
 LY1433.The orthometric height was determined by differential leveling
 LY1433.and adjusted by the National Geodetic Survey in June 1991..
 LY1433.WARNING-Repeat measurements at this control monument indicate possible
 LY1433.vertical movement.
 LY1433
 LY1433.The geoid height was determined by GEOID03.
 LY1433
 LY1433.The dynamic height is computed by dividing the NAVD 88
 LY1433.geopotential number by the normal gravity value computed on the
 LY1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1433.degrees latitude (g = 980.6199 gals.).
 LY1433
 LY1433.The modeled gravity was interpolated from observed gravity values.
 LY1433
 LY1433;                    North         East    Units  Estimated Accuracy
 LY1433;SPC PA N     -   123,360.      755,320.      MT  (+/- 180 meters Scaled)
 LY1433
 LY1433                          SUPERSEDED SURVEY CONTROL
 LY1433
 LY1433  NGVD 29 (??/??/92)  164.228  (m)          538.80   (f) ADJ UNCH    2 0
 LY1433
 LY1433.Superseded values are not recommended for survey control.
 LY1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1433.See file dsdata.txt to determine how the superseded data were derived.
 LY1433
 LY1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL249682(NAD 83)
 LY1433_MARKER: DB = BENCH MARK DISK
 LY1433_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1433_SP_SET: FOUNDATION
 LY1433_STAMPING: KINGSTON 1934
 LY1433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1433
 LY1433  HISTORY     - Date     Condition        Report By
 LY1433  HISTORY     - 1934     MONUMENTED       CGS
 LY1433  HISTORY     - 1959     GOOD             NGS
 LY1433  HISTORY     - 19960919 GOOD             USPSQD
 LY1433  HISTORY     - 20020613 POOR             PADT
 LY1433
 LY1433                          STATION DESCRIPTION
 LY1433
 LY1433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LY1433'AT KINGSTON.
 LY1433'AT KINGSTON, LUZERNE COUNTY, AT THE EAST CORNER OF THE KINGSTON
 LY1433'NATIONAL BANK, 27 FEET EAST OF THE MAIN ENTRANCE, IN THE
 LY1433'FOUNDATION, 40 FEET NORTH OF THE CENTER LINE OF WYOMING AVENUE,
 LY1433'AND ABOUT 1 FOOT HIGHER THAN THE AVENUE.  A STANDARD DISK,
 LY1433'STAMPED KINGSTON 1934 AND SET VERTICALLY.
 LY1433
 LY1433                          STATION RECOVERY (1996)
 LY1433
 LY1433'RECOVERY NOTE BY US POWER SQUADRON 1996
 LY1433'RECOVERED IN GOOD CONDITION.
 LY1433
 LY1433                          STATION RECOVERY (2002)
 LY1433
 LY1433'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (EAA)
 LY1433'DESCRIPTION DOES NOT MATCH STATION IN THAT THE STATION IS SET
 LY1433'HORIZONTALLY NOT VERTICALLY.  POSSIBLY RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1947 ***********************************************************************
 KW1947  DESIGNATION -  KINGSTOWN
 KW1947  PID         -  KW1947
 KW1947  STATE/COUNTY-  PA/CUMBERLAND
 KW1947  USGS QUAD   -  MECHANICSBURG (1987)
 KW1947
 KW1947                         *CURRENT SURVEY CONTROL
 KW1947  ___________________________________________________________________
 KW1947* NAD 83(1992)-  40 14 25.40161(N)    077 04 29.76084(W)     ADJUSTED  
 KW1947* NAVD 88     -       165.257  (meters)     542.18   (feet)  ADJUSTED  
 KW1947  ___________________________________________________________________
 KW1947  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 KW1947  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 KW1947  DYNAMIC HT  -         165.174 (meters)     541.91  (feet)  COMP
 KW1947  MODELED GRAV-     980,122.1   (mgal)                       NAVD 88
 KW1947
 KW1947  HORZ ORDER  -  SECOND
 KW1947  VERT ORDER  -  SECOND    CLASS 0
 KW1947
 KW1947.The horizontal coordinates were established by classical geodetic methods
 KW1947.and adjusted by the National Geodetic Survey in June 2002..
 KW1947
 KW1947.The orthometric height was determined by differential leveling
 KW1947.and adjusted by the National Geodetic Survey in June 1991..
 KW1947
 KW1947.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW1947
 KW1947.The geoid height was determined by GEOID03.
 KW1947
 KW1947.The dynamic height is computed by dividing the NAVD 88
 KW1947.geopotential number by the normal gravity value computed on the
 KW1947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1947.degrees latitude (g = 980.6199 gals.).
 KW1947
 KW1947.The modeled gravity was interpolated from observed gravity values.
 KW1947
 KW1947;                    North         East     Units Scale Factor Converg.
 KW1947;SPC PA S     -   100,934.137   657,441.371   MT  0.99996620   +0 26 16.7
 KW1947;SPC PA S     -   331,148.08  2,156,955.56   sFT  0.99996620   +0 26 16.7
 KW1947;UTM  18      - 4,456,503.679   323,500.479   MT  0.99998349   -1 20 26.7
 KW1947
 KW1947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW1947!SPC PA S     -   0.99997943  x   0.99996620  =   0.99994563
 KW1947!UTM  18      -   0.99997943  x   0.99998349  =   0.99996292
 KW1947
 KW1947:                Primary Azimuth Mark                     Grid Az
 KW1947:SPC PA S     -  MECHANICSBURG USN SUPPLY NE TK           094 30 43.8
 KW1947:UTM  18      -  MECHANICSBURG USN SUPPLY NE TK           096 17 27.2
 KW1947
 KW1947|---------------------------------------------------------------------|
 KW1947| PID    Reference Object                     Distance      Geod. Az  |
 KW1947|                                                           dddmmss.s |
 KW1947| KW3107 MECHANICSBURG USN SUPPLY NE TK      APPROX. 7.2 KM 0945700.5 |
 KW1947| KW3109 MECHANICSBURG IBM WATER TANK        APPROX. 8.5 KM 0975922.5 |
 KW1947| KW3106 MECHANICSBURG USN SUPPLY NW TK      APPROX. 7.3 KM 1031225.3 |
 KW1947| KW3108 MECHANICSBURG USN SUPPLY SW TK      APPROX. 7.6 KM 1092950.2 |
 KW1947| KW1943 KINGSTOWN AZ MK                                    1331437.2 |
 KW1947| KW1946 KINGSTOWN RM 1                       17.475 METERS 14325     |
 KW1947| KW2819 NEW KINGSTOWN AIRWAY BEACON           6.728 METERS 17152     |
 KW1947| KW2838 CARLISLE SECOND PRESB CH SPIRE      APPROX.10.7 KM 2450819.6 |
 KW1947| KW2833 CARLISLE TRICKETT HALL CLKTWR       APPROX.11.4 KM 2462402.0 |
 KW1947| KW2844 CARLISLE WAR COL BARRACKS E TK      APPROX. 8.7 KM 2472657.5 |
 KW1947| KW1945 KINGSTOWN RM 2                       20.176 METERS 24726     |
 KW1947| KW2831 CARLISLE SHOE CO TANK               APPROX.10.2 KM 2473322.5 |
 KW1947| KW2832 CARLISLE WAR COL BARRACKS W TK      APPROX. 9.2 KM 2475237.8 |
 KW1947| KW2840 CARLISLE C H MASLAND STACK          APPROX.10.3 KM 2491432.1 |
 KW1947| KW2830 CARLISLE MASLAND CARPET TANK        APPROX.10.3 KM 2492210.8 |
 KW1947| KW2828 CARLISLE GOODYEAR SHOE CO TANK      APPROX.11.5 KM 2495644.1 |
 KW1947| KW2835 CARLISLE TIRE AND RUBBER N TK       APPROX.10.7 KM 2514404.3 |
 KW1947|---------------------------------------------------------------------|
 KW1947
 KW1947                          SUPERSEDED SURVEY CONTROL
 KW1947
 KW1947  NAD 83(1991)-  40 14 25.39708(N)    077 04 29.76138(W) AD(       ) 2
 KW1947  NAD 83(1986)-  40 14 25.39709(N)    077 04 29.76138(W) AD(       ) 2
 KW1947  NAD 27      -  40 14 25.07753(N)    077 04 30.84333(W) AD(       ) 2
 KW1947  NGVD 29 (??/??/??)  165.469  (m)          542.88   (f) ADJUSTED    2 0
 KW1947
 KW1947.Superseded values are not recommended for survey control.
 KW1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1947.See file dsdata.txt to determine how the superseded data were derived.
 KW1947
 KW1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK2350056504(NAD 83)
 KW1947_MARKER: DS = TRIANGULATION STATION DISK
 KW1947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1947_STAMPING: KINGSTOWN 1942
 KW1947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1947+STABILITY: SURFACE MOTION
 KW1947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW1947+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2006
 KW1947
 KW1947  HISTORY     - Date     Condition        Report By
 KW1947  HISTORY     - 1942     MONUMENTED       CGS
 KW1947  HISTORY     - 1952     GOOD             AMS
 KW1947  HISTORY     - 1957     GOOD             CGS
 KW1947  HISTORY     - 1960     GOOD             CGS
 KW1947  HISTORY     - 1960     GOOD             CGS
 KW1947  HISTORY     - 1966     GOOD             CGS
 KW1947  HISTORY     - 1979     GOOD             NGS
 KW1947  HISTORY     - 20041129 GOOD             PADT
 KW1947  HISTORY     - 20060706 GOOD             GEOCAC
 KW1947
 KW1947                          STATION DESCRIPTION
 KW1947
 KW1947'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW1947'THE STATION IS LOCATED ABOUT 6.5 MILES ENE OF CARLISLE, 8.5 MILES
 KW1947'W OF LEMOYNE, AND
 KW1947'0.5 MILE NNE OF NEW KINGSTOWN, ON PROPERTY OWNED AND OCCUPIED BY L.I.
 KW1947'STARNER.  IT IS 26 FEET E OF THE CENTER OF A DIRT ROAD, 22 FEET N
 KW1947'OF THE NEW KINGSTOWN AIRWAY BEACON, AND 156 FEET N OF THE T-ROAD
 KW1947'INTERSECTION, IN THE NW CORNER OF A FIELD.  THE DISK IS STAMPED
 KW1947'KINGSTOWN 1942 AND PROJECTS 8 INCHES.
 KW1947'
 KW1947'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KW1947'BRONZE DISKS SET IN CONCRETE.
 KW1947'
 KW1947'REFERENCE MARK NO.1 IS E OF THE STATION, SET IN THE E-W FENCE LINE.
 KW1947'THE DISK IS STAMPED KINGSTOWN NO.1 1942 AND PROJECTS 4
 KW1947'INCHES.
 KW1947'
 KW1947'REFERENCE MARK NO.2 IS WSW OF THE STATION, 10 FEET W OF THE CENTER
 KW1947'LINE OF DIRT ROAD, AND ABOUT 5 FEET ABOVE ROAD LEVEL.  THE
 KW1947'DISK IS STAMPED KINGSTOWN NO.2 1942 AND PROJECTS 5 INCHES.
 KW1947'
 KW1947'THE AZIMUTH MARK IS ABOUT 0.35 MILE S OF THE STATION, ON THE N END OF
 KW1947'THE CONCRETE HANGER, AT THE E END OF THE NEW KINGSTOWN AIRPORT,
 KW1947'AND 45 FEET S OF THE CENTER OF U.S. HIGHWAY 11.  THE DISK IS STAMPED
 KW1947'KINGSTOWN 1942 AND PROJECTS 4 INCHES.  TO REACH THE AZIMUTH MARK
 KW1947'FROM THE STATION GO S ON DIRT ROAD TO U.S. HIGHWAY 11, TURN LEFT AND
 KW1947'GO 0.3 MILE TO THE AIRPORT AND CONCRETE HANGER ON THE RIGHT AND
 KW1947'MARK.
 KW1947'
 KW1947'TO REACH THE STATION FROM NEW KINGSTOWN GO N ON MACADAM ROAD FOR 0.3
 KW1947'MILE TO CROSSROADS, TURN RIGHT AND GO E ON DIRT ROAD FOR 0.45
 KW1947'MILE TO AIRWAY BEACON AND STATION SITE ON THE RIGHT.
 KW1947'
 KW1947'A 64-FOOT TOWER REQUIRED TO CLEAR LINES TO STATIONS STERRETT 1935,
 KW1947'STONY.  A 77-FOOT TOWER REQUIRED TO CLEAR LINES TO GOODHOPE AND
 KW1947'SHUEY 1934.
 KW1947
 KW1947                          STATION RECOVERY (1952)
 KW1947
 KW1947'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 KW1947'THE STATION, A STANDARD USC AND GS BRONZE TRIANGULATION DISC, SET IN
 KW1947'THE TOP OF A 1 FOOT SQUARE CONCRETE POST, PROJECTING 7
 KW1947'INCHES, WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS-
 KW1947'
 KW1947'THE STATION IS 34 FEET SSE OF CENTERLINE ROAD, ALONG CENTERLINE OF
 KW1947'TREE LINE, 26.2 FEET ESE OF CENTERLINE ROAD, PERPENDICULAR
 KW1947'TO, 11 FEET SW FIELD LINE, 22.4 FEET NNW OF CENTER OF TOWER (60 FEET
 KW1947'HIGH, WITH A SIX FEET SQUARE PLATFORM.)
 KW1947
 KW1947                          STATION RECOVERY (1957)
 KW1947
 KW1947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 KW1947'THE STATION, BOTH REFERENCE MARKS AND THE AIRWAY BEACON WERE
 KW1947'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 KW1947'SEARCHED FOR.  THE DESCRIPTION IS ADEQUATE AND COMPLETE EXCEPT THAT
 KW1947'THE DIRT ROAD HAS BEEN PAVED AND A SMALL APARTMENT HOUSE HAS
 KW1947'BEEN BUILT ON THE CORNER ADJACENT TO THE BEACON AND THE STATION SITE.
 KW1947
 KW1947                          STATION RECOVERY (1960)
 KW1947
 KW1947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW1947'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 KW1947'THE LOCATION OF THE STATION IS ADEQUATELY DESCRIBED.  THE PROPERTY ON
 KW1947'WHICH THE STATION IS ESTABLISHED IS NOW OWNED BY MRS. GRACE FORNEY.
 KW1947'THE AIRWAY BEACON NOTED IN THE 1942 DESCRIPTION OF THE STATION
 KW1947'IS STILL AT THE STATION SITE AND IN OPERATION.  A NEW DESCRIPTION OF
 KW1947'HOW TO REACH THE AZIMUTH MARK FOLLOWS.  AZIMUTH MARK IS
 KW1947'REACHED FROM THE STATION.  GO WEST ON A MACADAM ROAD FOR 156 FEET TO
 KW1947'A MACADAM SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON THE
 KW1947'MACADAM ROAD FOR 0.4 MILE TO THE JUNCTION WITH U.S. HIGHWAY 11.
 KW1947'TURN LEFT AND GO EAST ON HIGHWAY 11 FOR 0.18 MILE TO A CONCRETE
 KW1947'HANGER BELONGING TO THE TAYLOR AIRPORT AND THE AZIMUTH MARK ON
 KW1947'THE RIGHT HAND SIDE OF THE HIGHWAY.  THE MARK IS 46 FEET SOUTH OF THE
 KW1947'CENTER OF HIGHWAY 11, 15.7 FEET EAST OF THE NORTHWEST CORNER
 KW1947'OF THE HANGER AND 4 INCHES NORTH OF THE NORTH SIDE OF THE HANGER
 KW1947'BUILDING.
 KW1947'
 KW1947'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS
 KW1947
 KW1947                          STATION RECOVERY (1960)
 KW1947
 KW1947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KW1947'0.8 MI NE FROM NEW KINGSTOWN.
 KW1947'ABOUT 0.4 MILE EAST ALONG U.S. HIGHWAY 11 FROM THE EVANGELICAL
 KW1947'CHURCH AT NEW KINGSTOWN, THENCE 0.4 MILE NORTH ALONG AN ASPHALT
 KW1947'ROAD, AT A ROAD JUNCTION, NEAR AN AIRWAY BEACON, 26 FEET EAST OF
 KW1947'THE CENTER LINE OF ASPHALT ROAD, 91 FEET NORTH OF THE NORTHWEST
 KW1947'CORNER OF A TWO-STORY STONE HOUSE, 156 FEET NORTHEAST OF A
 KW1947'JUNCTION, 10 FEET SOUTH OF A METAL WITNESS POST, ABOUT 5 FEET
 KW1947'ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 KW1947'POST PROJECTING 5 INCHES ABOVE THE GROUND.  NOTE-- THE STATION IS
 KW1947'22 FEET NORTH OF THE CENTER OF THE BEACON.
 KW1947
 KW1947                          STATION RECOVERY (1966)
 KW1947
 KW1947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KW1947'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE NEW
 KW1947'KINGSTOWN AIRWAY BEACON THAT WAS LOCATED NEAR THE STATION HAS
 KW1947'BEEN REMOVED.  THE DISTANCE AND DIRECTION TO THE AZIMUTH MARK AND
 KW1947'R.M. 2 DID NOT CHECK THE 1960 DATA.  COMPLETE DESCRIPTION
 KW1947'FOLLOWS.
 KW1947'
 KW1947'THE STATION IS LOCATED APPROXIMATELY 8.5 MILES WEST OF LEMOYNE, 6.5
 KW1947'MILES EAST-NORTHEAST OF CARLISLE, 0.5 MILE NORTH-NORTHEAST
 KW1947'OF NEW KINGSTOWN, IN THE NORTH CORNER OF THE LAWN OF AN APARTMENT
 KW1947'BUILDING AND ON PROPERTY OWNED BY MR. EARL A.
 KW1947'NAILOR.
 KW1947'
 KW1947'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 11
 KW1947'(CARLISLE PIKE)
 KW1947'AND LOCUST POINT ROAD IN NEW KINGSTOWN, GO EAST ON U.S. HIGHWAY 11
 KW1947'FOR 0.4 MILE TO A SIDE ROAD LEFT.  (TO REACH THE AZIMUTH
 KW1947'MARK FROM THIS POINT, CONTINUE EAST ON U.S. HIGHWAY 11 FOR 0.15 MILE
 KW1947'TO THE TAYLOR AIRPORT AND THE MARK ON THE RIGHT, SOUTH, SIDE
 KW1947'OF THE HIGHWAY.) TURN LEFT AND GO NORTH ON CUMBERLAND DRIVE FOR 0.4
 KW1947'MILE TO A T-INTERSECTION.  TURN RIGHT AND GO NORTHEAST FOR ABOUT
 KW1947'50 YARDS TO THE STATION ON THE RIGHT, SOUTHEAST, SIDE OF THE
 KW1947'STREET.
 KW1947'
 KW1947'THE STATION MARK IS 43 FEET SOUTHEAST OF A POWER POLE AND 25 FEET
 KW1947'SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE STREET.  IT IS
 KW1947'A STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST
 KW1947'THAT PROJECTS 6 INCHES AND IT IS STAMPED KINGSTOWN 1942.
 KW1947'
 KW1947'REFERENCE MARK NO. 1 IS 79 FEET SOUTHEAST OF THE APPROXIMATE
 KW1947'CENTERLINE OF THE STREET.  IT IS A STANDARD DISK SET IN THE TOP OF A
 KW1947'12-INCH SQUARE, CONCRETE POST THAT PROJECTS 4 INCHES AND IT IS
 KW1947'STAMPED KINGSTOWN NO 1 1942.
 KW1947'
 KW1947'REFERENCE MARK NO. 2 IS 55 FEET SOUTHWEST OF A POWER POLE AND 16 FEET
 KW1947'NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE STREET.  IT IS
 KW1947'A STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST
 KW1947'THAT PROJECTS 1 FOOT AND IT IS STAMPED KINGSTOWN NO 2 1942.
 KW1947'
 KW1947'THE AZIMUTH MARK IS 46 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 KW1947'U.S. HIGHWAY 11 AND 15 FEET EAST OF THE NORTHWEST CORNER OF AN
 KW1947'AIRCRAFT HANGER.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 KW1947'SQUARE, CONCRETE POST THAT PROJECTS 4 INCHES AND IT IS STAMPED
 KW1947'KINGSTOWN 1942.
 KW1947'
 KW1947'HEIGHT OF LIGHT ABOVE STATION MARK 86.2 FEET
 KW1947'
 KW1947'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 0.5 MILE
 KW1947'NORTH-NORTHEAST OF NEW KINGSTOWN.
 KW1947
 KW1947                          STATION RECOVERY (1979)
 KW1947
 KW1947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW1947'RECOVERED IN GOOD CONDITION.
 KW1947
 KW1947                          STATION RECOVERY (2004)
 KW1947
 KW1947'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (LJM)
 KW1947'RECOVERED IN GOOD CONDITION.
 KW1947
 KW1947                          STATION RECOVERY (2006)
 KW1947
 KW1947'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW1947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1943 ***********************************************************************
 KW1943  DESIGNATION -  KINGSTOWN AZ MK
 KW1943  PID         -  KW1943
 KW1943  STATE/COUNTY-  PA/CUMBERLAND
 KW1943  USGS QUAD   -  MECHANICSBURG (1987)
 KW1943
 KW1943                         *CURRENT SURVEY CONTROL
 KW1943  ___________________________________________________________________
 KW1943* NAD 83(1986)-  40 14 09.     (N)    077 04 07.     (W)     SCALED    
 KW1943* NAVD 88     -       133.456  (meters)     437.85   (feet)  ADJUSTED  
 KW1943  ___________________________________________________________________
 KW1943  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 KW1943  DYNAMIC HT  -         133.389 (meters)     437.63  (feet)  COMP
 KW1943  MODELED GRAV-     980,121.4   (mgal)                       NAVD 88
 KW1943
 KW1943  VERT ORDER  -  FIRST     CLASS II
 KW1943
 KW1943.The horizontal coordinates were scaled from a topographic map and have
 KW1943.an estimated accuracy of +/- 6 seconds.
 KW1943
 KW1943.The orthometric height was determined by differential leveling
 KW1943.and adjusted by the National Geodetic Survey in June 1991..
 KW1943
 KW1943.The geoid height was determined by GEOID03.
 KW1943
 KW1943.The dynamic height is computed by dividing the NAVD 88
 KW1943.geopotential number by the normal gravity value computed on the
 KW1943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1943.degrees latitude (g = 980.6199 gals.).
 KW1943
 KW1943.The modeled gravity was interpolated from observed gravity values.
 KW1943
 KW1943;                    North         East    Units  Estimated Accuracy
 KW1943;SPC PA S     -   100,430.      657,980.      MT  (+/- 180 meters Scaled)
 KW1943
 KW1943                          SUPERSEDED SURVEY CONTROL
 KW1943
 KW1943  NGVD 29 (??/??/??)  133.669  (m)          438.55   (f) ADJUSTED    1 2
 KW1943
 KW1943.Superseded values are not recommended for survey control.
 KW1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1943.See file dsdata.txt to determine how the superseded data were derived.
 KW1943
 KW1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK240559(NAD 83)
 KW1943_MARKER: DZ = AZIMUTH MARK DISK
 KW1943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1943_STAMPING: KINGSTOWN 1942
 KW1943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1943+STABILITY: SURFACE MOTION
 KW1943
 KW1943  HISTORY     - Date     Condition        Report By
 KW1943  HISTORY     - 1942     MONUMENTED       CGS
 KW1943  HISTORY     - 1960     GOOD             CGS
 KW1943  HISTORY     - 1979     GOOD             NGS
 KW1943  HISTORY     - 20041129 MARK NOT FOUND   PADT
 KW1943  HISTORY     - 20060708 MARK NOT FOUND   GEOCAC
 KW1943
 KW1943                          STATION DESCRIPTION
 KW1943
 KW1943'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1943'0.6 MI E FROM NEW KINGSTOWN.
 KW1943'ABOUT 0.6 MILE EAST ALONG U.S. HIGHWAY 11 FROM THE EVANGELICAL
 KW1943'CHURCH AT NEW KINGSTOWN, AT THE TAYLOR AIRPORT, 46 FEET SOUTH
 KW1943'OF THE CENTER LINE OF THE HIGHWAY, 15.7 FEET EAST OF THE NORTHWEST
 KW1943'CORNER OF A CONCRETE HANGAR, 4 INCHES NORTH OF THE NORTH SIDE
 KW1943'OF THE HANGAR, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY
 KW1943'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 KW1943'THE LEVEL OF THE GROUND.
 KW1943
 KW1943                          STATION RECOVERY (1979)
 KW1943
 KW1943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW1943'RECOVERED IN GOOD CONDITION.
 KW1943
 KW1943                          STATION RECOVERY (2004)
 KW1943
 KW1943'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (LJM)
 KW1943'MARK NOT FOUND.
 KW1943
 KW1943                          STATION RECOVERY (2006)
 KW1943
 KW1943'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW1943'AIRPORT AND HANGAR HAVE BEEN REMOVED - AREA HAS BEEN REGRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1946 ***********************************************************************
 KW1946  DESIGNATION -  KINGSTOWN RM 1
 KW1946  PID         -  KW1946
 KW1946  STATE/COUNTY-  PA/CUMBERLAND
 KW1946  USGS QUAD   -  MECHANICSBURG (1987)
 KW1946
 KW1946                         *CURRENT SURVEY CONTROL
 KW1946  ___________________________________________________________________
 KW1946* NAD 83(1986)-  40 14 25.     (N)    077 04 30.     (W)     SCALED    
 KW1946* NAVD 88     -       164.808  (meters)     540.71   (feet)  ADJUSTED  
 KW1946  ___________________________________________________________________
 KW1946  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 KW1946  DYNAMIC HT  -         164.725 (meters)     540.44  (feet)  COMP
 KW1946  MODELED GRAV-     980,122.1   (mgal)                       NAVD 88
 KW1946
 KW1946  VERT ORDER  -  SECOND    CLASS 0
 KW1946
 KW1946.The horizontal coordinates were scaled from a topographic map and have
 KW1946.an estimated accuracy of +/- 6 seconds.
 KW1946
 KW1946.The orthometric height was determined by differential leveling
 KW1946.and adjusted by the National Geodetic Survey in June 1991..
 KW1946
 KW1946.The geoid height was determined by GEOID03.
 KW1946
 KW1946.The dynamic height is computed by dividing the NAVD 88
 KW1946.geopotential number by the normal gravity value computed on the
 KW1946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1946.degrees latitude (g = 980.6199 gals.).
 KW1946
 KW1946.The modeled gravity was interpolated from observed gravity values.
 KW1946
 KW1946;                    North         East    Units  Estimated Accuracy
 KW1946;SPC PA S     -   100,920.      657,440.      MT  (+/- 180 meters Scaled)
 KW1946
 KW1946                          SUPERSEDED SURVEY CONTROL
 KW1946
 KW1946  NGVD 29 (??/??/??)  165.020  (m)          541.40   (f) ADJUSTED    2 0
 KW1946
 KW1946.Superseded values are not recommended for survey control.
 KW1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1946.See file dsdata.txt to determine how the superseded data were derived.
 KW1946
 KW1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK234564(NAD 83)
 KW1946_MARKER: DR = REFERENCE MARK DISK
 KW1946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1946_STAMPING: KINGSTOWN NO 1 1942
 KW1946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1946+STABILITY: SURFACE MOTION
 KW1946
 KW1946  HISTORY     - Date     Condition        Report By
 KW1946  HISTORY     - 1942     MONUMENTED       CGS
 KW1946  HISTORY     - 1960     GOOD             CGS
 KW1946  HISTORY     - 1979     GOOD             NGS
 KW1946  HISTORY     - 20041129 GOOD             PADT
 KW1946  HISTORY     - 20060706 GOOD             GEOCAC
 KW1946
 KW1946                          STATION DESCRIPTION
 KW1946
 KW1946'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1946'0.8 MI NE FROM NEW KINGSTOWN.
 KW1946'ABOUT 0.4 MILE EAST ALONG U.S. HIGHWAY 11 FROM THE EVANGELICAL
 KW1946'CHURCH AT NEW KINGSTOWN, THENCE 0.4 MILE NORTH ALONG AN ASPHALT
 KW1946'ROAD, 57.4 FEET SOUTHEAST OF THE STATION, 45 FEET NORTHEAST OF
 KW1946'THE NORTHEAST CORNER OF A HOUSE, 40 FEET SOUTHEAST OF THE
 KW1946'CENTER OF BEACON, 6 INCHES SOUTHWEST OF A FENCE LINE, SET
 KW1946'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE
 KW1946'LEVEL OF THE GROUND.
 KW1946
 KW1946                          STATION RECOVERY (1979)
 KW1946
 KW1946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW1946'RECOVERED IN GOOD CONDITION.
 KW1946
 KW1946                          STATION RECOVERY (2004)
 KW1946
 KW1946'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (LJM)
 KW1946'RECOVERED IN GOOD CONDITION.
 KW1946
 KW1946                          STATION RECOVERY (2006)
 KW1946
 KW1946'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW1946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1945 ***********************************************************************
 KW1945  DESIGNATION -  KINGSTOWN RM 2
 KW1945  PID         -  KW1945
 KW1945  STATE/COUNTY-  PA/CUMBERLAND
 KW1945  USGS QUAD   -  MECHANICSBURG (1987)
 KW1945
 KW1945                         *CURRENT SURVEY CONTROL
 KW1945  ___________________________________________________________________
 KW1945* NAD 83(1986)-  40 14 25.     (N)    077 04 29.     (W)     SCALED    
 KW1945* NAVD 88     -       164.079  (meters)     538.32   (feet)  ADJUSTED  
 KW1945  ___________________________________________________________________
 KW1945  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 KW1945  DYNAMIC HT  -         163.997 (meters)     538.05  (feet)  COMP
 KW1945  MODELED GRAV-     980,122.1   (mgal)                       NAVD 88
 KW1945
 KW1945  VERT ORDER  -  SECOND    CLASS 0
 KW1945
 KW1945.The horizontal coordinates were scaled from a topographic map and have
 KW1945.an estimated accuracy of +/- 6 seconds.
 KW1945
 KW1945.The orthometric height was determined by differential leveling
 KW1945.and adjusted by the National Geodetic Survey in June 1991..
 KW1945
 KW1945.The geoid height was determined by GEOID03.
 KW1945
 KW1945.The dynamic height is computed by dividing the NAVD 88
 KW1945.geopotential number by the normal gravity value computed on the
 KW1945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1945.degrees latitude (g = 980.6199 gals.).
 KW1945
 KW1945.The modeled gravity was interpolated from observed gravity values.
 KW1945
 KW1945;                    North         East    Units  Estimated Accuracy
 KW1945;SPC PA S     -   100,920.      657,460.      MT  (+/- 180 meters Scaled)
 KW1945
 KW1945                          SUPERSEDED SURVEY CONTROL
 KW1945
 KW1945  NGVD 29 (??/??/??)  164.292  (m)          539.01   (f) ADJUSTED    2 0
 KW1945
 KW1945.Superseded values are not recommended for survey control.
 KW1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1945.See file dsdata.txt to determine how the superseded data were derived.
 KW1945
 KW1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK235564(NAD 83)
 KW1945_MARKER: DR = REFERENCE MARK DISK
 KW1945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1945_STAMPING: KINGSTOWN NO 2 1942
 KW1945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1945+STABILITY: SURFACE MOTION
 KW1945
 KW1945  HISTORY     - Date     Condition        Report By
 KW1945  HISTORY     - 1942     MONUMENTED       CGS
 KW1945  HISTORY     - 1960     GOOD             CGS
 KW1945  HISTORY     - 1979     MARK NOT FOUND   NGS
 KW1945  HISTORY     - 20041129 MARK NOT FOUND   PADT
 KW1945  HISTORY     - 20060706 MARK NOT FOUND   GEOCAC
 KW1945
 KW1945                          STATION DESCRIPTION
 KW1945
 KW1945'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1945'0.8 MI NE FROM NEW KINGSTOWN.
 KW1945'ABOUT 0.4 MILE EAST ALONG U.S. HIGHWAY 11 FROM THE EVANGELICAL
 KW1945'CHURCH AT NEW KINGSTOWN, THENCE 0.4 MILE NORTH ALONG AN ASPHALT
 KW1945'ROAD, NEAR AND AIRWAY BEACON, 66.2 FEET WEST AND ACROSS A ROAD
 KW1945'FROM THE STATION, 15 1/2 FEET NORTHWEST OF THE CENTER LINE OF
 KW1945'AN ASPHALT ROAD, 64.2 FEET WEST OF THE CENTER OF THE AIRWAY
 KW1945'BEACON, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE
 KW1945'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF
 KW1945'THE GROUND.
 KW1945
 KW1945                          STATION RECOVERY (1979)
 KW1945
 KW1945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW1945'NOT RECOVERED, ASSUMED DESTROYED DUE TO WIDENING OF DRIVEWAY.
 KW1945
 KW1945                          STATION RECOVERY (2004)
 KW1945
 KW1945'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (LJM)
 KW1945'MARK NOT FOUND.
 KW1945
 KW1945                          STATION RECOVERY (2006)
 KW1945
 KW1945'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW1945'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2706 ***********************************************************************
 LY2706  DESIGNATION -  KINNEY
 LY2706  PID         -  LY2706
 LY2706  STATE/COUNTY-  PA/WAYNE
 LY2706  USGS QUAD   -  STERLING (1994)
 LY2706
 LY2706                         *CURRENT SURVEY CONTROL
 LY2706  ___________________________________________________________________
 LY2706* NAD 83(1992)-  41 15 49.88944(N)    075 23 49.28790(W)     ADJUSTED  
 LY2706* NAVD 88     -       654.82   (+/-2cm)    2148.4    (feet)  VERTCON   
 LY2706  ___________________________________________________________________
 LY2706  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 LY2706  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 LY2706
 LY2706  HORZ ORDER  -  THIRD
 LY2706  VERT ORDER  -  THIRD ? (See Below)
 LY2706
 LY2706.The horizontal coordinates were established by classical geodetic methods
 LY2706.and adjusted by the National Geodetic Survey in June 2002..
 LY2706
 LY2706.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2706.The vertical order pertains to the NGVD 29 superseded value.
 LY2706
 LY2706.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2706
 LY2706.The geoid height was determined by GEOID03.
 LY2706
 LY2706;                    North         East     Units Scale Factor Converg.
 LY2706;SPC PA N     -   124,525.166   797,144.389   MT  0.99996041   +1 33 23.7
 LY2706;SPC PA N     -   408,546.32  2,615,297.88   sFT  0.99996041   +1 33 23.7
 LY2706;UTM  18      - 4,568,124.490   466,743.117   MT  0.99961361   -0 15 42.7
 LY2706
 LY2706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2706!SPC PA N     -   0.99990229  x   0.99996041  =   0.99986271
 LY2706!UTM  18      -   0.99990229  x   0.99961361  =   0.99951594
 LY2706
 LY2706:                Primary Azimuth Mark                     Grid Az
 LY2706:SPC PA N     -  GOULDS LOOKOUT TOWER                     028 44 37.3
 LY2706:UTM  18      -  GOULDS LOOKOUT TOWER                     030 33 43.7
 LY2706
 LY2706|---------------------------------------------------------------------|
 LY2706| PID    Reference Object                     Distance      Geod. Az  |
 LY2706|                                                           dddmmss.s |
 LY2706| LY2704 GOULDS LOOKOUT TOWER                APPROX. 4.8 KM 0301801.0 |
 LY2706| CB4501 KINNEY RM 1                          18.520 METERS 05903     |
 LY2706| LY2707 GOULDSBORO ATT MICROWAVE TOWER      APPROX. 0.8 KM 0642730.9 |
 LY2706| CB4500 KINNEY AZ MK                                       1570703.3 |
 LY2706| CB4502 KINNEY RM 2                          16.819 METERS 16854     |
 LY2706| LY2747 PANTHER 2                           APPROX.20.3 KM 2611459.3 |
 LY2706|---------------------------------------------------------------------|
 LY2706
 LY2706                          SUPERSEDED SURVEY CONTROL
 LY2706
 LY2706  NAD 83(1996)-  41 15 49.88944(N)    075 23 49.28974(W) AD(       ) 3
 LY2706  NAD 83(1996)-  41 15 49.88947(N)    075 23 49.29084(W) AD(       ) 3
 LY2706  NAD 83(1986)-  41 15 49.88959(N)    075 23 49.28921(W) AD(       ) 3
 LY2706  NAD 27      -  41 15 49.57530(N)    075 23 50.62650(W) AD(       ) 3
 LY2706  NGVD 29 (07/19/86)  654.99   (m)         2148.9    (f) LEVELING    3  
 LY2706
 LY2706.Superseded values are not recommended for survey control.
 LY2706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2706.See file dsdata.txt to determine how the superseded data were derived.
 LY2706
 LY2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL6674368124(NAD 83)
 LY2706_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY2706
 LY2706  HISTORY     - Date     Condition        Report By
 LY2706  HISTORY     - 1959     MONUMENTED       CGS
 LY2706
 LY2706                          STATION DESCRIPTION
 LY2706
 LY2706'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY2706'THE STATION IS LOCATED IN A DENSE WOODED AREA, ON A NORTH AND SOUTH
 LY2706'RIDGE AND ON PROPERTY OWNED BY MR. KINNEY, WHOM LIVES ABOUT
 LY2706'0.3 MILE EAST OF THE STATION AND ON THE NORTH SIDE OF THE HIGHWAY.
 LY2706'THE STATION IS ABOUT 5 MILES SOUTHWEST OF NEWFOUNDLAND, 3
 LY2706'MILES NORTHEAST OF GOULDSBORO AND ABOUT 0.1 MILE NORTH OF STATE
 LY2706'HIGHWAY 507.
 LY2706'
 LY2706'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 611 AND STATE
 LY2706'HIGHWAY 507, ABOUT 2.5 MILES SOUTHWEST OF GOULDSBORO. TURN
 LY2706'LEFT AND GO NORTHEAST AND EAST ON STATE HIGHWAY 507 FOR 2.83 MILES TO
 LY2706'A RAILROAD CROSSING, SOUTH OF THE RAILROAD DEPOT IN
 LY2706'GOULDSBORO, CONTINUE NORTHEAST AND EAST ON STATE HIGHWAY 507 FOR 0.27
 LY2706'MILE TO A FORK.  TAKE THE LEFT FORK AND GO EAST ON STATE
 LY2706'HIGHWAY 507 FOR 3.25 MILES TO THE SUMMIT OF GRADE, A STANDARD METAL
 LY2706'WITNESS MARKER AND THE AZIMUTH MARK ON THE RIGHT, SOUTH
 LY2706'SIDE OF THE HIGHWAY, A DRIVEWAY AND TWO HOUSES ON THE
 LY2706'LEFT, NORTH, SIDE OF THE HIGHWAY. TURN LEFT AND GO NORTH ON THE EAST
 LY2706'DRIVE WAY FOR 0.02 MILE TO A CLUB HOUSE ON THE LEFT AND A
 LY2706'RESIDENTIAL HOUSE ON THE RIGHT. CONTINUE NORTH ON A TRACK ROAD FOR
 LY2706'0.08 MILE TO A SMALL BUILDING AND TWO TELEVISION ANTENNA
 LY2706'POLES ON THE RIGHT, THE END OF THE ROAD, A STANDARD METAL WITNESS
 LY2706'MARKER AND THE STATION ON THE LEFT.
 LY2706'
 LY2706'THE STATION MARK, A STANDARD DISK STAMPED KINNEY 1959, IS SET IN THE
 LY2706'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4
 LY2706'INCHES ABOVE THE SURFACE OF THE GROUND. IT IS 38 FEET NORTHWEST OF
 LY2706'THE NORTHWEST CORNER OF A SMALL BUILDING, 24 FEET
 LY2706'NORTHWEST OF THE CENTER OF THE END OF THE TRACK ROAD AND 8.2 FEET
 LY2706'SOUTH OF A STANDARD METAL WITNESS MARKER.
 LY2706'
 LY2706'REFERENCE MARK 1, A STANDARD DISK STAMPED KINNEY NO 1 1959, IS
 LY2706'CEMENTED IN THE TOP OF A 2 X 5 FOOT BOULDER WHICH PROJECTS
 LY2706'ABOUT 8 INCHES ABOVE THE SURFACE OF THE GROUND. IT IS 66.5 FEET
 LY2706'SOUTHEAST OF A STANDARD METAL WITNESS MARKER AND 33 FEET
 LY2706'NORTHEAST OF THE NORTHWEST CORNER OF A SMALL BUILDING.
 LY2706'
 LY2706'REFERENCE MARK 2, A STANDARD DISK STAMPED KINNEY NO 2 1959, IS
 LY2706'CEMENTED IN A DRILL HOLE IN THE TOP OF A 3 X 3 FOOT BOULDER
 LY2706'WHICH PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND. IT IS
 LY2706'61.4 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A SMALL
 LY2706'BUILDING, 58.6 FEET SOUTHWEST OF A STANDARD METAL WITNESS MARKER AND
 LY2706'30 FEET NORTHWEST OF THE CENTER OF A TRACK ROAD.
 LY2706'
 LY2706'THE AZIMUTH MARK, A STANDARD DISK STAMPED KINNEY 1959, IS CEMENTED IN
 LY2706'A DRILL HOLE IN THE TOP OF A 2 X 3 FOOT BOULDER WHICH
 LY2706'PROJECTS ABOUT 10 INCHES ABOVE THE SURFACE OF THE GROUND. IT IS 68
 LY2706'FEET SOUTHWEST OF THE CENTER OF THE ENTRANCE OF THE EAST
 LY2706'DRIVE WAY, 39 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 507 AND 1.2
 LY2706'FEET NORTHEAST OF A STANDARD METAL WITNESS MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1852 ***********************************************************************
 LZ1852  DESIGNATION -  KINTNER
 LZ1852  PID         -  LZ1852
 LZ1852  STATE/COUNTY-  PA/BRADFORD
 LZ1852  USGS QUAD   -  WYALUSING (1969)
 LZ1852
 LZ1852                         *CURRENT SURVEY CONTROL
 LZ1852  ___________________________________________________________________
 LZ1852* NAD 83(1992)-  41 38 21.36221(N)    076 16 11.04144(W)     ADJUSTED  
 LZ1852* NAVD 88     -       405.     (meters)    1329.     (feet)  SCALED    
 LZ1852  ___________________________________________________________________
 LZ1852  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 LZ1852  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 LZ1852
 LZ1852  HORZ ORDER  -  FIRST
 LZ1852
 LZ1852.The horizontal coordinates were established by classical geodetic methods
 LZ1852.and adjusted by the National Geodetic Survey in June 2002..
 LZ1852
 LZ1852.The orthometric height was scaled from a topographic map.
 LZ1852
 LZ1852.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1852
 LZ1852.The geoid height was determined by GEOID03.
 LZ1852
 LZ1852;                    North         East     Units Scale Factor Converg.
 LZ1852;SPC PA N     -   164,593.124   723,321.000   MT  0.99996432   +0 58 45.3
 LZ1852;SPC PA N     -   540,002.61  2,373,095.65   sFT  0.99996432   +0 58 45.3
 LZ1852;UTM  18      - 4,610,504.374   394,250.829   MT  0.99973761   -0 50 37.5
 LZ1852
 LZ1852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1852!SPC PA N     -   0.99994156  x   0.99996432  =   0.99990588
 LZ1852!UTM  18      -   0.99994156  x   0.99973761  =   0.99967918
 LZ1852
 LZ1852|---------------------------------------------------------------------|
 LZ1852| PID    Reference Object                     Distance      Geod. Az  |
 LZ1852|                                                           dddmmss.s |
 LZ1852| CB4503 KINTNER RM 1                        141.940 METERS 06317     |
 LZ1852| LZ1845 MEHOOPANY RM 2                      APPROX.21.7 KM 1295336.7 |
 LZ1852| CB4504 KINTNER RM 2                         35.920 METERS 16244     |
 LZ1852|---------------------------------------------------------------------|
 LZ1852
 LZ1852                          SUPERSEDED SURVEY CONTROL
 LZ1852
 LZ1852  NAD 83(1996)-  41 38 21.36166(N)    076 16 11.04095(W) AD(       ) 1
 LZ1852  NAD 83(1986)-  41 38 21.36193(N)    076 16 11.04039(W) AD(       ) 1
 LZ1852  NAD 27      -  41 38 21.09065(N)    076 16 12.27831(W) AD(       ) 1
 LZ1852
 LZ1852.Superseded values are not recommended for survey control.
 LZ1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1852.See file dsdata.txt to determine how the superseded data were derived.
 LZ1852
 LZ1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM9425110504(NAD 83)
 LZ1852_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1852
 LZ1852  HISTORY     - Date     Condition        Report By
 LZ1852  HISTORY     - 1929     MONUMENTED       CGS
 LZ1852  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LZ1852  HISTORY     - 1968     SEE DESCRIPTION  USGS
 LZ1852
 LZ1852                          STATION DESCRIPTION
 LZ1852
 LZ1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 LZ1852'ABOUT 3 MILES SOUTHWEST OF WYALUSING ON LAND OWNED BY LEO KINTNER.
 LZ1852'THE STATION IS IN STUMP FENCE LINE ON HIGHEST POINT OF HILL,
 LZ1852'400 YARDS NORTH OF KINTNERS HOUSE, 100 YARDS SOUTHWEST OF A BARN, AND
 LZ1852'20.4 METERS WEST OF AN APPLE TREE, THE NEAREST TREE TO THE
 LZ1852'FENCE.  THE MARK PROJECTS 8 INCHES ABOVE GROUND.
 LZ1852'
 LZ1852'REFERENCE MARK NO. 1 IS SET IN A DEPRESSION 1 INCH DEEP IN FLAT ROCK
 LZ1852'OUTCROPPING NORTHEAST OF STATION, AND 6.5 METERS SOUTH OF A STONE
 LZ1852'WALL.
 LZ1852'
 LZ1852'REFERENCE MARK NO. 2 IS EAST OF SOUTH FROM STATION IN DEPRESSION IN
 LZ1852'ROCK LEDGE ON SHOULDER OF HILL.
 LZ1852'
 LZ1852'REACHED FROM U.S. HIGHWAY 6 AT WYALUSING, BY KEEPING THE RIGHT HAND
 LZ1852'FORK ONTO MACADAM ROAD, JUST AFTER CROSSING WYALUSING CREEK
 LZ1852'BRIDGE.  AT 0.7 MILE FROM THIS FORK TURN SOUTH AT CORNER AND CROSS
 LZ1852'SUSQUEHANNA RIVER BRIDGE.  CROSS MACADAM ROAD STATE HIGHWAY 187
 LZ1852'AT 1.2 MILES FROM HIGHWAY 6, AT 1.3, TAKE LEFT HAND FORK, AT 2.3 KEEP
 LZ1852'STRAIGHT AHEAD, AT 2.7 TURN SHARPLY TO LEFT AND FOLLOW ROAD AROUND
 LZ1852'RIGHT TURN 3.0, WHICH POINT IS ON TOP OF HILL AND AT THE NORTH EDGE
 LZ1852'OF AN ORCHARD.  THE STATION IS ON HILL TOP ABOUT 0.1 MILE EAST OF
 LZ1852'THIS POINT.
 LZ1852'
 LZ1852'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 LZ1852'SET AS DESCRIBED IN NOTES, 1A, 7A, AND 12A.
 LZ1852
 LZ1852                          STATION RECOVERY (1934)
 LZ1852
 LZ1852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JB)
 LZ1852'THE STATION WAS RECOVERED AS DESCRIBED.
 LZ1852'
 LZ1852'NOTE- THE STATION WAS NOT OCCUPIED BY AN OBSERVING PARTY.  THE ANGLES
 LZ1852'WERE CHECKED FROM THE OLD STATIONS, KEENE AND LAWTON.
 LZ1852'
 LZ1852'NOTE- AN AZIMUTH MARK WAS SET AT THIS TIME BUT WAS NOT CUT IN.  IT IS
 LZ1852'APPROXIMATELY 1-1/4 MILES FROM THE TOWER.  TO REACH THE MARK
 LZ1852'FROM THE STATION GO TO THE GATE AT THE MAIN ROAD TO MR. KINTNERS
 LZ1852'PLACE, TURN RIGHT ON ROAD AND PASS A LARGE WHITE TWO-STORY FRAME
 LZ1852'HOUSE ON THE LEFT (FRANK FRANKLINS HOUSE), CONTINUE PAST TO THE FIRST
 LZ1852'Y-ROAD, HERE TURN LEFT OVER A SMALL WOODEN BRIDGE AND GO 0.2
 LZ1852'MILE TO THE MARK.  THE MARK IS ABOUT 2 PACES FROM THE RIGHT EDGE OF
 LZ1852'THE ROAD, AND 2 PACES SOUTH OF A LARGE OAK STUMP.
 LZ1852
 LZ1852                          STATION RECOVERY (1968)
 LZ1852
 LZ1852'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 LZ1852'STATION WAS RECOVERED AND ALL MARKS FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2283 ***********************************************************************
 KX2283  DESIGNATION -  KINTON
 KX2283  PID         -  KX2283
 KX2283  STATE/COUNTY-  PA/BEDFORD
 KX2283  USGS QUAD   -  BEDFORD (1987)
 KX2283
 KX2283                         *CURRENT SURVEY CONTROL
 KX2283  ___________________________________________________________________
 KX2283* NAD 83(1992)-  40 00 49.45859(N)    078 33 20.10037(W)     ADJUSTED  
 KX2283* NAVD 88     -       776.     (meters)    2546.     (feet)  SCALED    
 KX2283  ___________________________________________________________________
 KX2283  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 KX2283  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KX2283
 KX2283  HORZ ORDER  -  FIRST
 KX2283
 KX2283.The horizontal coordinates were established by classical geodetic methods
 KX2283.and adjusted by the National Geodetic Survey in June 2002..
 KX2283
 KX2283.The orthometric height was scaled from a topographic map.
 KX2283
 KX2283.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2283
 KX2283.The geoid height was determined by GEOID03.
 KX2283
 KX2283;                    North         East     Units Scale Factor Converg.
 KX2283;SPC PA S     -    75,862.242   531,223.663   MT  0.99998840   -0 31 21.6
 KX2283;SPC PA S     -   248,891.37  1,742,856.30   sFT  0.99998840   -0 31 21.6
 KX2283;UTM  17      - 4,432,144.408   708,623.933   MT  1.00013584   +1 34 20.1
 KX2283
 KX2283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2283!SPC PA S     -   0.99988343  x   0.99998840  =   0.99987183
 KX2283!UTM  17      -   0.99988343  x   1.00013584  =   1.00001925
 KX2283
 KX2283:                Primary Azimuth Mark                     Grid Az
 KX2283:SPC PA S     -  KINTON AZ MK                             042 14 43.1
 KX2283:UTM  17      -  KINTON AZ MK                             040 09 01.4
 KX2283
 KX2283|---------------------------------------------------------------------|
 KX2283| PID    Reference Object                     Distance      Geod. Az  |
 KX2283|                                                           dddmmss.s |
 KX2283| CK7651 KINTON AZ MK                                       0414321.5 |
 KX2283| CK7652 KINTON RM 1                          30.638 METERS 19941     |
 KX2283| CK7653 KINTON RM 2                          22.132 METERS 30252     |
 KX2283|---------------------------------------------------------------------|
 KX2283
 KX2283                          SUPERSEDED SURVEY CONTROL
 KX2283
 KX2283  NAD 83(1995)-  40 00 49.46450(N)    078 33 20.10902(W) AD(       ) 1
 KX2283  NAD 83(1986)-  40 00 49.46748(N)    078 33 20.11111(W) AD(       ) 1
 KX2283  NAD 27      -  40 00 49.17600(N)    078 33 21.04400(W) AD(       ) 1
 KX2283
 KX2283.Superseded values are not recommended for survey control.
 KX2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2283.See file dsdata.txt to determine how the superseded data were derived.
 KX2283
 KX2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE0862432144(NAD 83)
 KX2283_MARKER: DS = TRIANGULATION STATION DISK
 KX2283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2283
 KX2283  HISTORY     - Date     Condition        Report By
 KX2283  HISTORY     - 1941     MONUMENTED       CGS
 KX2283  HISTORY     - 1964     GOOD             CGS
 KX2283  HISTORY     - 1966     GOOD             CGS
 KX2283
 KX2283                          STATION DESCRIPTION
 KX2283
 KX2283'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 KX2283'THE STATION IS LOCATED ABOUT 3 MILES W OF THE CITY OF BEDFORD ON THE
 KX2283'HIGHEST POINT IN THE VICINITY.  IT IS AT THE NORTHERLY END OF
 KX2283'A STRIP CLEARING IN WHICH THERE FORMERLY WAS A POWER LINE TO AN
 KX2283'AIRWAY BEACON.  MARK PROJECTS ABOUT 6 INCHES AND IS STAMPED KINTON
 KX2283'1941.  IT IS ON THE PROPERTY OWNED BY THE BEDFORD WATER COMMISSION.
 KX2283'
 KX2283'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 KX2283'CONCRETE.
 KX2283'
 KX2283'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES IN
 KX2283'BOULDERS.
 KX2283'
 KX2283'REFERENCE MARK NO. 1 PROJECTS ABOUT 6 INCHES AND IS STAMPED KINTON
 KX2283'NO. 1 1941.
 KX2283'
 KX2283'REFERENCE MARK NO. 2 IS 3 FEET SE OF A 5-INCH MAPLE TREE, PROJECTS
 KX2283'ABOUT 3 INCHES, AND IS STAMPED KINTON NO. 2 1941.
 KX2283'
 KX2283'THE AZIMUTH MARK IS AT THE TURNPIKE INTERSECTION.  IT IS A STANDARD
 KX2283'DISK SET IN THE TOP OF A DRAIN PIPE HEAD WALL WHICH IS PERPENDICULAR
 KX2283'TO THE CULVERT HEAD WALL.  IT IS 27.4 FEET E OF THE CENTER OF U.S.
 KX2283'HIGHWAY 220 AND 78.2 FEET N OF A TURNPIKE SIGN WHICH IS ON
 KX2283'PROJECTED CENTER OF THE FIRST TANGENT OF THE INTERSECTION ROAD.
 KX2283'
 KX2283'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAYS 30 AND 220
 KX2283'IN BEDFORD, GO N ON U.S. HIGHWAY 220 FOR 2.3 MILES TO THE TURNPIKE
 KX2283'INTERSECTION AND THE AZIMUTH MARK ON THE RIGHT.
 KX2283'
 KX2283'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 30 AND
 KX2283'220 IN BEDFORD, GO W ON U.S. HIGHWAY 30 FOR 1.1 MILES AND TURN LEFT,
 KX2283'THENCE 0.15 MILE TO THE NW CORNER OF THE FAIRGROUNDS AND TURN LEFT,
 KX2283'THENCE SOUTHERLY 0.25 MILE TO A LOCKED GATE, THE KEY OF WHICH
 KX2283'IS HELD BY THE BEDFORD WATER COMMISSION.  PASS THROUGH THIS GATE AND
 KX2283'CONTINUE 0.15 MILE TO THE SE CORNER OF THE RESERVOIR.  PASS TO THE
 KX2283'LEFT OF THE RESERVOIR AND CONTINUE ABOUT 150 YARDS AND TAKE THE LEFT
 KX2283'FORK, THENCE ABOUT 75 YARDS AND PASS THROUGH A SECOND GATE, THENCE
 KX2283'0.05 MILE AND PASS THROUGH A SINGLE-WIRE GATE, THENCE ALONGSIDE THE
 KX2283'WIRE 0.3 MILE TO A FORKS AT THE CORNER OF THE GAME REFUGE BOUNDARY.
 KX2283'CONTINUE STRAIGHT AHEAD ON THE LEFT FORK 0.25 MILE AND TAKE LEFT
 KX2283'FORK, THENCE 0.2 MILE AND TAKE RIGHT FORK AT OLD SAWMILL SITE, THENCE
 KX2283'ON DIM ROAD 1.0 MILE TO A 60-FOOT CLEARING AND TURN RIGHT, THENCE
 KX2283'WESTERLY AND NORTHERLY ALONG THE CLEARING TO ITS END AND THE STATION.
 KX2283'
 KX2283'A 64-FOOT TOWER IS NEEDED TO CLEAR LOCAL OBSTRUCTIONS IN ANY AND ALL
 KX2283'DIRECTIONS AND THIS CLEARS THE LINES TO ALL STATIONS OBSERVED
 KX2283'AT WHICH THE SAME CONDITION IS FULFILLED.
 KX2283'
 KX2283'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 KX2283
 KX2283                          STATION RECOVERY (1964)
 KX2283
 KX2283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JFC)
 KX2283'STATION WAS RECOVERED IN EXCELLENT CONDITION AND CAN STILL BE REACHED
 KX2283'BY JEEP WITHIN 1/2 MILE.
 KX2283
 KX2283                          STATION RECOVERY (1966)
 KX2283
 KX2283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ELH)
 KX2283'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 KX2283'HOWEVER, THE AREA SURROUNDING THE STATION HAS BEEN BULLDOZED
 KX2283'AND LEVELED OFF, LEAVING AN AREA SURROUNDING THE STATION, FOR ABOUT
 KX2283'20 FEET OUT, UNDISTURBED.
 KX2283'
 KX2283'THE REFERENCE MARKS WERE NOT RECOVERED, BY USING THE 1941 DIRECTIONS
 KX2283'AND DISTANCES FROM THE STATION, IT IS VERY APPARENT THAT
 KX2283'THESE MARKS WERE DESTROYED WHEN THE AREA SURROUNDING THE STATION WAS
 KX2283'DISTURBED.  THE AZIMUTH MARK WAS NOT RECOVERED AND APPEARS TO HAVE
 KX2283'BEEN DESTROYED WHEN THE HIGHWAY WAS WIDENED AND THE AREA SURFACED FOR
 KX2283'SERVICE STATION BUSINESS.
 KX2283'
 KX2283'A NEW TO REACH DESCRIPTION FOLLOWS- TO REACH FROM THE INTERSECTION OF
 KX2283'U.S. HIGHWAY 220 AND U.S. HIGHWAY 30 IN BEDFORD, GO WEST ON U.S.
 KX2283'HIGHWAY 30 FOR 0.9 MILE TO A ROAD LEFT AT STONE BUILDING ON THE LEFT
 KX2283'AND ENTRANCE TO THE FAIRGROUNDS ON THE LEFT.  TURN LEFT ONTO A
 KX2283'MACADAM ROAD AND GO SOUTHWEST FOR 0.25 MILE, KEEP RIGHT ON OLD ROAD
 KX2283'UPHILL ALONG A FENCE AND GO 0.15 MILE TO A GATE, PASS THROUGH GATE
 KX2283'AND CONTINUE ON ROAD THROUGH WOODS FOR 0.8 MILE TO A HUNTING CAMP,
 KX2283'DANIEL BOON HUNTING CAMP.  (THIS IS END OF TRUCK TRAVEL FOR
 KX2283'STANDARD DRIVE TRUCK).  KEEP TO RIGHT OF CAMP BUILDING AND ENTER
 KX2283'WOODS ON A TRACK ROAD AND GO SOUTHERLY UP SIDE OF MOUNTAIN FOR ABOUT
 KX2283'0.2 MILE TO A FORK, TAKE LEFT FORK AND CONTINUE ALONG SIDE OF
 KX2283'MOUNTAIN FOR ABOUT 0.15 MILE TO A CROSSROAD, TURN RIGHT UP STEEP SIDE
 KX2283'OF MOUNTAIN AND FOLLOW TRACK ROAD TO SUMMIT OF RIDGE, CONTINUE
 KX2283'STRAIGHT AHEAD ON THE MAIN TRACK ROAD AND GO TO SUMMIT OF MOUNTAIN
 KX2283'AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2378 ***********************************************************************
 MA2378  DESIGNATION -  KINZUA
 MA2378  PID         -  MA2378
 MA2378  STATE/COUNTY-  PA/WARREN
 MA2378  USGS QUAD   -  CORNPLANTER BRIDGE (1973)
 MA2378
 MA2378                         *CURRENT SURVEY CONTROL
 MA2378  ___________________________________________________________________
 MA2378* NAD 83(1992)-  41 50 11.41760(N)    078 58 37.26995(W)     ADJUSTED  
 MA2378* NAVD 88     -       654.3    (meters)    2147.     (feet)  VERTCON   
 MA2378  ___________________________________________________________________
 MA2378  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 MA2378  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 MA2378
 MA2378  HORZ ORDER  -  SECOND
 MA2378
 MA2378.The horizontal coordinates were established by classical geodetic methods
 MA2378.and adjusted by the National Geodetic Survey in June 2002..
 MA2378
 MA2378.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2378
 MA2378.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2378
 MA2378.The geoid height was determined by GEOID03.
 MA2378
 MA2378;                    North         East     Units Scale Factor Converg.
 MA2378;SPC PA N     -   186,167.411   498,085.780   MT  0.99998355   -0 48 42.2
 MA2378;SPC PA N     -   610,784.25  1,634,136.43   sFT  0.99998355   -0 48 42.2
 MA2378;UTM  17      - 4,633,602.139   667,970.530   MT  0.99994719   +1 20 58.8
 MA2378
 MA2378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2378!SPC PA N     -   0.99990246  x   0.99998355  =   0.99988601
 MA2378!UTM  17      -   0.99990246  x   0.99994719  =   0.99984965
 MA2378
 MA2378|---------------------------------------------------------------------|
 MA2378| PID    Reference Object                     Distance      Geod. Az  |
 MA2378|                                                           dddmmss.s |
 MA2378| CK7654 KINZUA RM 1                          21.396 METERS 06123     |
 MA2378| MA2377 COAL KNOB LOT USGS 1967              24.392 METERS 08343     |
 MA2378| MA1837 TIONA                               APPROX. 5.4 KM 2151314.2 |
 MA2378|---------------------------------------------------------------------|
 MA2378
 MA2378                          SUPERSEDED SURVEY CONTROL
 MA2378
 MA2378  NAD 83(1996)-  41 50 11.41816(N)    078 58 37.26978(W) AD(       ) 2
 MA2378  NAD 83(1986)-  41 50 11.41966(N)    078 58 37.26880(W) AD(       ) 2
 MA2378  NAD 27      -  41 50 11.20266(N)    078 58 38.13093(W) AD(       ) 2
 MA2378  NGVD 29 (07/19/86)  654.5    (m)         2147.     (f) VERT ANG       
 MA2378
 MA2378.Superseded values are not recommended for survey control.
 MA2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2378.See file dsdata.txt to determine how the superseded data were derived.
 MA2378
 MA2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG6797133602(NAD 83)
 MA2378_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2378_SETTING: 66 = SET IN ROCK OUTCROP
 MA2378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA2378+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2006
 MA2378
 MA2378  HISTORY     - Date     Condition        Report By
 MA2378  HISTORY     - 1967     MONUMENTED       CGS
 MA2378  HISTORY     - 20030531 GOOD             GEOCAC
 MA2378  HISTORY     - 20060327 GOOD             USPSQD
 MA2378
 MA2378                          STATION DESCRIPTION
 MA2378
 MA2378'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JLC)
 MA2378'THE STATION IS LOCATED ON THE SUMMIT OF COAL KNOB ABOUT 9 MILES EAST
 MA2378'OF WARREN, 8 MILES NORTH-NORTHWEST OF LUDLOW, 1-1/4 MILES EAST
 MA2378'OF THE KINZUA DAM AND JUST WEST OF THE COAL KNOB LOOKOUT TOWER.
 MA2378'
 MA2378'TO REACH THE STATION FROM THE KINZUA DAM, GO SOUTH AND EAST ON STATE
 MA2378'HIGHWAY 59 FOR 3.2 MILES TO A PAVED SIDE ROAD RIGHT.  (JUST
 MA2378'BEFORE REACHING A LARGE BRIDGE).  TURN RIGHT AND GO SOUTH ON THE
 MA2378'PAVED ROAD FOR 1.2 MILES TO A SIDE ROAD RIGHT AND SIGN JAKES ROCKS.
 MA2378'TURN RIGHT AND GO WEST, SOUTH AND WEST ON THE PAVED ROAD FOR 1.1
 MA2378'MILES TO A T-ROAD.  (SIGN WITH LETTERING COAL KNOB FIRE TOWER).
 MA2378'TURN LEFT AND GO SOUTH ON A PAVED ROAD FOR 0.05 MILE TO A SIDE ROAD
 MA2378'LEFT.  TURN LEFT AND GO SOUTH ON THE WOODS ROAD, UPHILL, FOR 0.1
 MA2378'MILE TO THE END OF THE ROAD.  HIKE SOUTHWEST ALONG A ROCKY TRAIL
 MA2378'FOR ABOUT 150 YARDS TO THE SUMMIT OF THE HILL AND THE STATION.
 MA2378'
 MA2378'THE STATION MARK IS A STANDARD DISK STAMPED KINZUA 1967, CEMENTED IN
 MA2378'A DRILL HOLE IN A LARGE EXPOSED AREA OF OUTCROPPING BEDROCK WHICH IS
 MA2378'FLUSH WITH THE SURROUNDING GROUND SURFACE.  IT IS 72.7 FEET
 MA2378'WEST-SOUTHWEST OF THE NORTHWEST LEG OF THE FIRE TOWER, 64.1 FEET
 MA2378'SOUTHWEST OF THE NORTHWEST GUY CABLE ANCHOR FOR THE FIRE TOWER AND
 MA2378'5.1 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 MA2378'
 MA2378'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KINZUA NO 1 1967,
 MA2378'CEMENTED IN A DRILL HOLE IN A LARGE EXPOSED AREA OF
 MA2378'OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE SURROUNDING GROUND
 MA2378'SURFACE.  IT IS 18.3 FEET NORTH-NORTHWEST OF THE NORTHWEST
 MA2378'LEG OF THE FIRE TOWER AND 8.5 FEET EAST-SOUTHEAST OF THE NORTHWEST
 MA2378'GUY CABLE ANCHOR FOR THE FIRE TOWER.
 MA2378'
 MA2378'U.S. GEOLOGICAL SURVEY TRIANGULATION STATION COAL KNOB IS A U.S.G.S.
 MA2378'DISK CEMENTED IN A DRILL HOLE IN A VERY LARGE AREA OF OUTCROPPING
 MA2378'BEDROCK WHICH IS THE FOUNDATION FOR THE FIRE TOWER AND IN THE CENTER
 MA2378'OF THE BASE OF THE FIRE TOWER.  THE DISK IS NOT STAMPED.  A TRAVERSE
 MA2378'CONNECTION WAS MADE FROM USC AND GS STATION KINZUA TO THIS MARK.
 MA2378'
 MA2378'NOTE- NO SUITABLE LOCATION FOR AN AZIMUTH MARK WAS FOUND.
 MA2378'
 MA2378'TRAVERSE DISTANCE FROM COAL KNOB (USGS) AND LOOKOUT TOWER.
 MA2378'
 MA2378'HEIGHT OF LIGHT ABOVE STATION MARK 27.1 METERS.
 MA2378
 MA2378                          STATION RECOVERY (2003)
 MA2378
 MA2378'RECOVERY NOTE BY GEOCACHING 2003 (RR)
 MA2378'SOME OF THE WORDING IN THE ORIGINAL DIRECTIONS IS NOW INCORRECT.
 MA2378
 MA2378                          STATION RECOVERY (2006)
 MA2378
 MA2378'RECOVERY NOTE BY US POWER SQUADRON 2006 (SG)
 MA2378'RM 1 NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1468 ***********************************************************************
 KV1468  DESIGNATION -  KIRBY LAFCOL
 KV1468  PID         -  KV1468
 KV1468  STATE/COUNTY-  PA/NORTHAMPTON
 KV1468  USGS QUAD   -  EASTON (1994)
 KV1468
 KV1468                         *CURRENT SURVEY CONTROL
 KV1468  ___________________________________________________________________
 KV1468* NAD 83(1986)-  40 41 52.     (N)    075 12 38.     (W)     SCALED    
 KV1468* NAVD 88     -       110.692  (meters)     363.16   (feet)  ADJUSTED  
 KV1468  ___________________________________________________________________
 KV1468  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KV1468  DYNAMIC HT  -         110.640 (meters)     362.99  (feet)  COMP
 KV1468  MODELED GRAV-     980,158.0   (mgal)                       NAVD 88
 KV1468
 KV1468  VERT ORDER  -  SECOND    CLASS 0
 KV1468
 KV1468.The horizontal coordinates were scaled from a topographic map and have
 KV1468.an estimated accuracy of +/- 6 seconds.
 KV1468
 KV1468.The orthometric height was determined by differential leveling
 KV1468.and adjusted by the National Geodetic Survey in June 1991..
 KV1468
 KV1468.The geoid height was determined by GEOID03.
 KV1468
 KV1468.The dynamic height is computed by dividing the NAVD 88
 KV1468.geopotential number by the normal gravity value computed on the
 KV1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1468.degrees latitude (g = 980.6199 gals.).
 KV1468
 KV1468.The modeled gravity was interpolated from observed gravity values.
 KV1468
 KV1468;                    North         East    Units  Estimated Accuracy
 KV1468;SPC PA S     -   154,590.      814,590.      MT  (+/- 180 meters Scaled)
 KV1468
 KV1468                          SUPERSEDED SURVEY CONTROL
 KV1468
 KV1468  NGVD 29 (??/??/??)  110.919  (m)          363.91   (f) ADJUSTED    2 0
 KV1468
 KV1468.Superseded values are not recommended for survey control.
 KV1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1468.See file dsdata.txt to determine how the superseded data were derived.
 KV1468
 KV1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL822052(NAD 83)
 KV1468_MARKER: DD = SURVEY DISK
 KV1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1468_STAMPING: FRED M KIRBY STATION 1932
 KV1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1468+STABILITY: SURFACE MOTION
 KV1468
 KV1468  HISTORY     - Date     Condition        Report By
 KV1468  HISTORY     - 1932     MONUMENTED       LAFCO
 KV1468  HISTORY     - 1932     GOOD             CGS
 KV1468  HISTORY     - 1935     GOOD             CGS
 KV1468  HISTORY     - 1984     GOOD             USPSQD
 KV1468  HISTORY     - 19940806 GOOD             USPSQD
 KV1468  HISTORY     - 20020105 GOOD             USPSQD
 KV1468
 KV1468                          STATION DESCRIPTION
 KV1468
 KV1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1468'AT EASTON.
 KV1468'AT EASTON, NORTHAMPTON COUNTY, ON THE CAMPUS OF LAFEYETTE COLLEGE,
 KV1468'BETWEEN THE KIRBY HALL OF CIVIC RIGHTS AND THE PHI DELTA THETA
 KV1468'FRATERNITY HOUSE, 45 FEET EAST OF SULLIVAN ROAD AND 51.2 FEET
 KV1468'FROM THE NORTHWEST CORNER OF KIRBY HALL.  A LAFEYETTE COLLEGE
 KV1468'STANDARD TRIANGULATION-STATION DISK, STAMPED FRED M. KIRBY STATION
 KV1468'1932 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 KV1468
 KV1468                          STATION RECOVERY (1935)
 KV1468
 KV1468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 KV1468'RECOVERED IN GOOD CONDITION.
 KV1468
 KV1468                          STATION RECOVERY (1984)
 KV1468
 KV1468'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV1468'RECOVERED IN GOOD CONDITION.
 KV1468
 KV1468                          STATION RECOVERY (1994)
 KV1468
 KV1468'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1468'RECOVERED IN GOOD CONDITION.
 KV1468
 KV1468                          STATION RECOVERY (2002)
 KV1468
 KV1468'RECOVERY NOTE BY US POWER SQUADRON 2002 (CC)
 KV1468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2080 ***********************************************************************
 KX2080  DESIGNATION -  KITTANNING
 KX2080  PID         -  KX2080
 KX2080  STATE/COUNTY-  PA/ARMSTRONG
 KX2080  USGS QUAD   -  KITTANNING (1993)
 KX2080
 KX2080                         *CURRENT SURVEY CONTROL
 KX2080  ___________________________________________________________________
 KX2080* NAD 83(1992)-  40 48 50.83481(N)    079 30 19.31063(W)     ADJUSTED  
 KX2080* NAVD 88     -       400.1    (meters)    1313.     (feet)  VERTCON   
 KX2080  ___________________________________________________________________
 KX2080  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 KX2080  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 KX2080
 KX2080  HORZ ORDER  -  SECOND
 KX2080
 KX2080.The horizontal coordinates were established by classical geodetic methods
 KX2080.and adjusted by the National Geodetic Survey in June 2002..
 KX2080
 KX2080.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX2080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX2080
 KX2080.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2080
 KX2080.The geoid height was determined by GEOID03.
 KX2080
 KX2080;                    North         East     Units Scale Factor Converg.
 KX2080;SPC PA S     -   165,894.049   451,910.769   MT  0.99997958   -1 08 19.9
 KX2080;SPC PA S     -   544,270.73  1,482,643.91   sFT  0.99997958   -1 08 19.9
 KX2080;UTM  17      - 4,519,197.809   626,055.757   MT  0.99979558   +0 58 37.3
 KX2080
 KX2080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2080!SPC PA S     -   0.99994247  x   0.99997958  =   0.99992205
 KX2080!UTM  17      -   0.99994247  x   0.99979558  =   0.99973807
 KX2080
 KX2080|---------------------------------------------------------------------|
 KX2080| PID    Reference Object                     Distance      Geod. Az  |
 KX2080|                                                           dddmmss.s |
 KX2080| CX3971 KITTANNING RM 1                       8.663 METERS 08844     |
 KX2080| KX0944 KITTANNING AZ MK                                   1325802.8 |
 KX2080| CX3972 KITTANNING RM 2                       9.089 METERS 17149     |
 KX2080| KX2078 KITTANNING RAD STA WACB TOWER       APPROX. 3.8 KM 2205547.5 |
 KX2080| KX2077 WEST KITTANNING MUNICIPAL TANK      APPROX. 2.3 KM 2680043.3 |
 KX2080|---------------------------------------------------------------------|
 KX2080
 KX2080                          SUPERSEDED SURVEY CONTROL
 KX2080
 KX2080  NAD 83(1986)-  40 48 50.83852(N)    079 30 19.31574(W) AD(       ) 2
 KX2080  NAD 27      -  40 48 50.60920(N)    079 30 20.15950(W) AD(       ) 2
 KX2080  NGVD 29 (07/19/86)  400.3    (m)         1313.     (f) VERT ANG       
 KX2080
 KX2080.Superseded values are not recommended for survey control.
 KX2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2080.See file dsdata.txt to determine how the superseded data were derived.
 KX2080
 KX2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF2605619198(NAD 83)
 KX2080_MARKER: DS = TRIANGULATION STATION DISK
 KX2080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2080
 KX2080  HISTORY     - Date     Condition        Report By
 KX2080  HISTORY     - 1958     MONUMENTED       CGS
 KX2080  HISTORY     - 1967     GOOD             CGS
 KX2080  HISTORY     - 1977     GOOD             PADT
 KX2080  HISTORY     - 1993     MARK NOT FOUND   USPSQD
 KX2080
 KX2080                          STATION DESCRIPTION
 KX2080
 KX2080'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2080'STATION IS APPROXIMATELY 1.5 MILES EAST OF KITTANNING, ON THE BARE
 KX2080'PORTION OF A PARTLY WOODED SUMMIT, NEAR THE EAST EDGE OF A
 KX2080'BASEBALL FIELD AND ON PROPERTY OWNED BY THE ST. LUKES REFORM CHURCH
 KX2080'IN KITTANNING.
 KX2080'
 KX2080'TO REACH FROM THE EAST END OF THE BRIDGE OVER THE ALLEGHENY RIVER IN
 KX2080'KITTANNING, GO EASTERLY ON STATE HIGHWAYS 28 AND 66 FOR
 KX2080'0.75 MILE TO A SIDE ROAD ON THE RIGHT (GRANDVIEW GROCERY STORE ON THE
 KX2080'RIGHT.), TURN RIGHT ON HARD SURFACED ROAD FOR 0.1 MILE TO A
 KX2080'FORK, KEEP THE LEFT FORK AND FOLLOW THE MAIN ROAD FOR 0.3 MILE TO
 KX2080'WHERE THE MAIN ROAD TURNS LEFT, KEEP STRAIGHT AHEAD UPHILL
 KX2080'FOR 0.15 MILE TO A WHITE HOUSE ON THE LEFT AND A TRACK ROAD ON THE
 KX2080'RIGHT (TRACK ROAD IS JUST BEFORE REACHING TOP OF HILL), TURN
 KX2080'RIGHT ON TRACK ROAD PASSING TO THE RIGHT OF SOME LARGE
 KX2080'OAK TREES WITH WHITE PAINT ON THERE BOTTOMS AND GO 0.3 MILE TO THE
 KX2080'EAST EDGE OF BALL FIELD AND THE STATION.  TO REACH THE AZIMUTH
 KX2080'MARK FROM THE EAST END OF THE BRIDGE OVER THE ALLEGHENY RIVER IN
 KX2080'KITTANNING, GO SOUTH ON U.S. HIGHWAY 422 AND STATE HIGHWAY
 KX2080'66 FOR 0.6 MILE TO A Y-INTERSECTION, TURN LEFT AND GO EASTERLY ON
 KX2080'U.S. HIGHWAY 422 FOR 0.9 MILE TO A SIDE ROAD ON THE RIGHT (JUST
 KX2080'BEFORE REACHING DAIRY QUEEN), TURN RIGHT AND GO 0.05 MILE TO
 KX2080'THE AZIMUTH MARK ON THE LEFT NEAR A POWER POLE.
 KX2080'
 KX2080'STATION MARKS, ARE STANDARD DISKS STAMPED KITTANNING 1958. THE
 KX2080'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 KX2080'INCHES. THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 KX2080'32 INCHES BELOW THE SURFACE OF THE GROUND. A STANDARD WITNESS
 KX2080'POST WAS SET 3 FEET SOUTHEAST OF THE MARK.
 KX2080'
 KX2080'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED KITTANNING NO 1 1958,
 KX2080'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4
 KX2080'INCHES.
 KX2080'
 KX2080'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KITTANNING NO 2 1958,
 KX2080'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 KX2080'
 KX2080'AZIMUTH MARK, A STANDARD DISK STAMPED KITTANNING 1958, IS SET IN A
 KX2080'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 KX2080'GROUND. IT IS 122 FEET NORTHWEST OF THE NORTHWEST CORNER OF A DAIRY
 KX2080'QUEEN, 30 FEET SOUTHEAST OF THE CENTER OF A GRAVEL ROAD, 18
 KX2080'FEET NORTHEAST OF THE CENTER OF A HARD SURFACED ROAD AND 2.5 FEET
 KX2080'NORTHEAST OF A POWER POLE.
 KX2080
 KX2080                          STATION RECOVERY (1967)
 KX2080
 KX2080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2080'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH MARK
 KX2080'WERE RECOVERED IN GOOD CONDITION. DUE TO CHANGES IN THE
 KX2080'AREA AN ADDITIONAL DESCRIPTION FOLLOWS-
 KX2080'
 KX2080'THE STATION IS LOCATED IN A CLEARED AREA ON THE TOP OF THE FIRST
 KX2080'LARGE HILL ABOUT 1 MILE EAST OF KITTANNING.  THE PROPERTY IS
 KX2080'BEING USED BY THE VALLEY MASTER TV CABLE CO. FOR ITS ANTENNA
 KX2080'INSTALLATION.
 KX2080'
 KX2080'TO REACH THE STATION FROM THE EAST END OF THE BRIDGE OVER THE
 KX2080'ALLEGHENY RIVER IN KITTANNING, GO EASTERLY ON MARKET
 KX2080'STREET AND STATE HIGHWAY 28 FOR 0.8 MILE TO A SIDE ROAD ON THE RIGHT,
 KX2080'TURN RIGHT ON MACADAM SIDE ROAD AND GO SOUTHERLY FOR 0.1 MILE
 KX2080'TO A FORK, KEEP THE LEFT FORK AND CONTINUE UP HILL ON THE MACADAM
 KX2080'ROAD FOR 0.3 MILE TO A SIDE ROAD ON THE LEFT, CONTINUE
 KX2080'STRAIGHT AHEAD ON THE GRAVELED ROAD FOR 0.15 MILE TO A TRACK ROAD ON
 KX2080'THE RIGHT, TURN RIGHT AND FOLLOW THE TRACK ROAD THROUGH A
 KX2080'WOODED AREA FOR 0.3 MILE TO A GROUP OF POLES ENCLOSED IN A CHAIN
 KX2080'LINK FENCE, PASS TO THE RIGHT OF THE FENCE THEN EAST FOR 0.05
 KX2080'MILE TO THE EAST EDGE OF THE CLEARED AREA AND THE STATION.
 KX2080'
 KX2080'THE STATION MARK IS 114 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 KX2080'FENCE, 86 FEET SOUTH-SOUTHEAST OF A POWER LINE POLE AND 56
 KX2080'FEET SOUTH OF THE APPROXIMATE CENTER OF A TRACK ROAD. IT IS A
 KX2080'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 KX2080'PROJECTING 3 INCHES AND IS STAMPED KITTANNING 1958. NOTE- 1A 7A
 KX2080'
 KX2080'REFERENCE MARK NO. 1 IS 100 FEET SOUTHEAST OF THE POWER LINE POLE AND
 KX2080'53 FEET SOUTH OF THE TRACK ROAD. IT IS A STANDARD DISK SET
 KX2080'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES AND IS
 KX2080'STAMPED KITTANNING NO 1 1958. NOTE- 11A
 KX2080'
 KX2080'REFERENCE MARK NO. 2 IS 115 FEET SOUTH-SOUTHEAST OF THE POWER LINE
 KX2080'POLE AND 88 FEET SOUTH OF THE TRACK ROAD.  IT IS A STANDARD DISK
 KX2080'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES AND
 KX2080'IS STAMPED KITTANNING NO 2 1958. NOTE- 11A
 KX2080'
 KX2080'THE AZIMUTH MARK IS 30 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A
 KX2080'GRAVELED ROAD, 16 FEET EAST-NORTHEAST OF THE APPROXIMATE
 KX2080'CENTER OF A MACADAM ROAD AND 3 FEET NORTHEAST OF TELEPHONE NO. 9. IT
 KX2080'IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 KX2080'FLUSH WITH THE GROUND AND IS STAMPED KITTANNING 1958. NOTE- 16A
 KX2080'
 KX2080'TO REACH THE AZIMUTH MARK FROM THE EAST END OF THE BRIDGE OVER THE
 KX2080'ALLEGHENY RIVER IN KITTANNING, GO SOUTH ON U.S. HIGHWAY
 KX2080'422 AND STATE HIGHWAY 66 FOR 0.6 MILE TO A Y-INTERSECTION, TURN LEFT
 KX2080'AND GO EASTERLY ON U.S. HIGHWAY 422 FOR 0.9 MILE TO A SIDE
 KX2080'ROAD ON THE RIGHT (JUST BEFORE REACHING A DAIRY QUEEN), TURN RIGHT
 KX2080'AND GO 0.05 MILE TO THE MARK ON THE LEFT.
 KX2080'
 KX2080'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1 MILE EAST OF
 KX2080'KITTANNING.
 KX2080'
 KX2080'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 KX2080
 KX2080                          STATION RECOVERY (1977)
 KX2080
 KX2080'RECOVERY NOTE BY PA DEPT OF TRANSP 1977
 KX2080'KITTANNING 1958 RECOVERED GOOD.
 KX2080'
 KX2080'KITTANNING NO 1 1958 RECOVERED GOOD.
 KX2080'
 KX2080'KITTANNING NO 2 1958 RECOVERED GOOD.
 KX2080'
 KX2080'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES EAST OF
 KX2080'KITTANNING.
 KX2080
 KX2080                          STATION RECOVERY (1993)
 KX2080
 KX2080'RECOVERY NOTE BY US POWER SQUADRON 1993 (JBW)
 KX2080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0944 ***********************************************************************
 KX0944  DESIGNATION -  KITTANNING AZ MK
 KX0944  PID         -  KX0944
 KX0944  STATE/COUNTY-  PA/ARMSTRONG
 KX0944  USGS QUAD   -  MOSGROVE (1993)
 KX0944
 KX0944                         *CURRENT SURVEY CONTROL
 KX0944  ___________________________________________________________________
 KX0944* NAD 83(1986)-  40 48 28.     (N)    079 29 47.     (W)     SCALED    
 KX0944* NAVD 88     -       372.396  (meters)    1221.77   (feet)  ADJUSTED  
 KX0944  ___________________________________________________________________
 KX0944  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 KX0944  DYNAMIC HT  -         372.216 (meters)    1221.18  (feet)  COMP
 KX0944  MODELED GRAV-     980,130.5   (mgal)                       NAVD 88
 KX0944
 KX0944  VERT ORDER  -  SECOND    CLASS 0
 KX0944
 KX0944.The horizontal coordinates were scaled from a topographic map and have
 KX0944.an estimated accuracy of +/- 6 seconds.
 KX0944
 KX0944.The orthometric height was determined by differential leveling
 KX0944.and adjusted by the National Geodetic Survey in June 1991..
 KX0944
 KX0944.The geoid height was determined by GEOID03.
 KX0944
 KX0944.The dynamic height is computed by dividing the NAVD 88
 KX0944.geopotential number by the normal gravity value computed on the
 KX0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0944.degrees latitude (g = 980.6199 gals.).
 KX0944
 KX0944.The modeled gravity was interpolated from observed gravity values.
 KX0944
 KX0944;                    North         East    Units  Estimated Accuracy
 KX0944;SPC PA S     -   165,180.      452,650.      MT  (+/- 180 meters Scaled)
 KX0944
 KX0944                          SUPERSEDED SURVEY CONTROL
 KX0944
 KX0944  NGVD 29 (??/??/92)  372.577  (m)         1222.36   (f) ADJ UNCH    2 0
 KX0944
 KX0944.Superseded values are not recommended for survey control.
 KX0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0944.See file dsdata.txt to determine how the superseded data were derived.
 KX0944
 KX0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF268185(NAD 83)
 KX0944_MARKER: DZ = AZIMUTH MARK DISK
 KX0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0944_STAMPING: KITTANNING 1958
 KX0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0944+STABILITY: SURFACE MOTION
 KX0944
 KX0944  HISTORY     - Date     Condition        Report By
 KX0944  HISTORY     - 1958     MONUMENTED       CGS
 KX0944  HISTORY     - 1967     GOOD             NGS
 KX0944  HISTORY     - 19930129 MARK NOT FOUND   USPSQD
 KX0944  HISTORY     - 20050901 MARK NOT FOUND   PADT
 KX0944
 KX0944                          STATION DESCRIPTION
 KX0944
 KX0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0944'1.5 MI SE FROM KITTANNING.
 KX0944'1.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 422 FROM THE EAST END OF
 KX0944'THE BRIDGE OVER THE ALLEGHENY RIVER IN KITTANNING, 30 FEET
 KX0944'SOUTHEAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 16 FEET
 KX0944'EAST-NORTHEAST OF THE APPROXIMATE CENTER OF A MACADAM ROAD,
 KX0944'3 FEET NORTHEAST OF TELEPHONE POLE NO. 9, SET IN THE TOP OF A
 KX0944'CONCRETE POST, FLUSH, ABOUT 150 FEET SOUTH OF THE APPROXIMATE
 KX0944'CENTER OF HIGHWAY AND IS ABOUT 10 FEET ABOVE THE LEVEL OF THE
 KX0944'HIGHWAY.
 KX0944
 KX0944                          STATION RECOVERY (1993)
 KX0944
 KX0944'RECOVERY NOTE BY US POWER SQUADRON 1993 (JBW)
 KX0944'MARK NOT FOUND.
 KX0944
 KX0944                          STATION RECOVERY (2005)
 KX0944
 KX0944'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 KX0944'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1513 ***********************************************************************
 KX1513  DESIGNATION -  KITTANNING DIKE
 KX1513  PID         -  KX1513
 KX1513  STATE/COUNTY-  PA/ARMSTRONG
 KX1513  USGS QUAD   -  KITTANNING (1993)
 KX1513
 KX1513                         *CURRENT SURVEY CONTROL
 KX1513  ___________________________________________________________________
 KX1513* NAD 83(1986)-  40 49 11.     (N)    079 31 52.     (W)     SCALED    
 KX1513* NAVD 88     -       241.502  (meters)     792.33   (feet)  ADJUSTED  
 KX1513  ___________________________________________________________________
 KX1513  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 KX1513  DYNAMIC HT  -         241.384 (meters)     791.94  (feet)  COMP
 KX1513  MODELED GRAV-     980,129.7   (mgal)                       NAVD 88
 KX1513
 KX1513  VERT ORDER  -  FIRST     CLASS II
 KX1513
 KX1513.The horizontal coordinates were scaled from a topographic map and have
 KX1513.an estimated accuracy of +/- 6 seconds.
 KX1513
 KX1513.The orthometric height was determined by differential leveling
 KX1513.and adjusted by the National Geodetic Survey in June 1991..
 KX1513
 KX1513.The geoid height was determined by GEOID03.
 KX1513
 KX1513.The dynamic height is computed by dividing the NAVD 88
 KX1513.geopotential number by the normal gravity value computed on the
 KX1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1513.degrees latitude (g = 980.6199 gals.).
 KX1513
 KX1513.The modeled gravity was interpolated from observed gravity values.
 KX1513
 KX1513;                    North         East    Units  Estimated Accuracy
 KX1513;SPC PA S     -   166,560.      449,750.      MT  (+/- 180 meters Scaled)
 KX1513
 KX1513                          SUPERSEDED SURVEY CONTROL
 KX1513
 KX1513  NGVD 29 (??/??/92)  241.682  (m)          792.92   (f) ADJ UNCH    1 2
 KX1513
 KX1513.Superseded values are not recommended for survey control.
 KX1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1513.See file dsdata.txt to determine how the superseded data were derived.
 KX1513
 KX1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF238197(NAD 83)
 KX1513_MARKER: Q = CHISELED SQUARE
 KX1513_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1513_SP_SET: ABUTMENT OF DAM
 KX1513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1513
 KX1513  HISTORY     - Date     Condition        Report By
 KX1513  HISTORY     - UNK      MONUMENTED       DOD
 KX1513  HISTORY     - 1967     GOOD             NGS
 KX1513
 KX1513                          STATION DESCRIPTION
 KX1513
 KX1513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX1513'AT KITTANNING.
 KX1513'AT KITTANNING, ARMSTRONG COUNTY, ON THE LEFT BANK ABUTMENT OF
 KX1513'DAM 7, 31 FEET UPSTREAM FROM THE CRESTLINE OF THE DAM, AND 19
 KX1513'FEET RIVERWARD OF THE LAND EDGE OF THE LAND RAIL.  A CHISELED SQUARE,
 KX1513'MARKED 792.73 IN YELLOW PAINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2078 ***********************************************************************
 KX2078  DESIGNATION -  KITTANNING RAD STA WACB TOWER
 KX2078  PID         -  KX2078
 KX2078  STATE/COUNTY-  PA/ARMSTRONG
 KX2078  USGS QUAD   -  KITTANNING (1993)
 KX2078
 KX2078                         *CURRENT SURVEY CONTROL
 KX2078  ___________________________________________________________________
 KX2078* NAD 83(1992)-  40 47 18.56937(N)    079 32 04.56091(W)     ADJUSTED  
 KX2078* NAVD 88     -                                                        
 KX2078  ___________________________________________________________________
 KX2078  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 KX2078  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 KX2078
 KX2078  HORZ ORDER  -  THIRD
 KX2078
 KX2078.The horizontal coordinates were established by classical geodetic methods
 KX2078.and adjusted by the National Geodetic Survey in June 2002..
 KX2078
 KX2078
 KX2078.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2078
 KX2078.The geoid height was determined by GEOID03.
 KX2078
 KX2078;                    North         East     Units Scale Factor Converg.
 KX2078;SPC PA S     -   163,097.993   449,387.116   MT  0.99997684   -1 09 28.2
 KX2078;SPC PA S     -   535,097.33  1,474,364.23   sFT  0.99997684   -1 09 28.2
 KX2078;UTM  17      - 4,516,311.034   623,637.492   MT  0.99978815   +0 57 26.7
 KX2078
 KX2078                          SUPERSEDED SURVEY CONTROL
 KX2078
 KX2078  NAD 83(1986)-  40 47 18.57316(N)    079 32 04.56655(W) AD(       ) 4
 KX2078  NAD 27      -  40 47 18.34400(N)    079 32 05.40400(W) AD(       ) 3
 KX2078
 KX2078.Superseded values are not recommended for survey control.
 KX2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2078.See file dsdata.txt to determine how the superseded data were derived.
 KX2078
 KX2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF2363716311(NAD 83)
 KX2078_MARKER: 43 = RADIO/TV TOWER
 KX2078
 KX2078  HISTORY     - Date     Condition        Report By
 KX2078  HISTORY     - 1958     FIRST OBSERVED   CGS
 KX2078  HISTORY     - 1967     GOOD             CGS
 KX2078  HISTORY     - 19930129 GOOD             USPSQD
 KX2078
 KX2078                          STATION DESCRIPTION
 KX2078
 KX2078'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 KX2078'THE STATION IS THE LIGHT AT THE TOP CENTER OF TOWER WHICH IS 2 MILES
 KX2078'NORTH OF FORD CITY AND 1-1/2 MILES SOUTH-SOUTHWEST
 KX2078'OF KITTANNING ON A HILL LOCALLY KNOWN AS BUNKER HILL.
 KX2078'
 KX2078'THE TOWER IS A 4-LEGGED STEEL STRUCTURE 220 FEET HIGH. IT IS PAINTED
 KX2078'RED AND WHITE.
 KX2078
 KX2078                          STATION RECOVERY (1967)
 KX2078
 KX2078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX2078'STATION RECOVERED AS DESCRIBED IN 1958 BY W.E. RANDALL.
 KX2078
 KX2078                          STATION RECOVERY (1993)
 KX2078
 KX2078'RECOVERY NOTE BY US POWER SQUADRON 1993 (JBW)
 KX2078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1801 ***********************************************************************
 KV1801  DESIGNATION -  KK 107
 KV1801  PID         -  KV1801
 KV1801  STATE/COUNTY-  PA/NORTHAMPTON
 KV1801  USGS QUAD   -  HELLERTOWN (1992)
 KV1801
 KV1801                         *CURRENT SURVEY CONTROL
 KV1801  ___________________________________________________________________
 KV1801* NAD 83(1986)-  40 35 47.     (N)    075 20 41.     (W)     SCALED    
 KV1801* NAVD 88     -        81.940  (meters)     268.83   (feet)  ADJUSTED  
 KV1801  ___________________________________________________________________
 KV1801  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 KV1801  DYNAMIC HT  -          81.900 (meters)     268.70  (feet)  COMP
 KV1801  MODELED GRAV-     980,142.2   (mgal)                       NAVD 88
 KV1801
 KV1801  VERT ORDER  -  SECOND    CLASS 0
 KV1801
 KV1801.The horizontal coordinates were scaled from a topographic map and have
 KV1801.an estimated accuracy of +/- 6 seconds.
 KV1801
 KV1801.The orthometric height was determined by differential leveling
 KV1801.and adjusted by the National Geodetic Survey in June 1991..
 KV1801
 KV1801.The geoid height was determined by GEOID03.
 KV1801
 KV1801.The dynamic height is computed by dividing the NAVD 88
 KV1801.geopotential number by the normal gravity value computed on the
 KV1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1801.degrees latitude (g = 980.6199 gals.).
 KV1801
 KV1801.The modeled gravity was interpolated from observed gravity values.
 KV1801
 KV1801;                    North         East    Units  Estimated Accuracy
 KV1801;SPC PA S     -   143,020.      803,570.      MT  (+/- 180 meters Scaled)
 KV1801
 KV1801                          SUPERSEDED SURVEY CONTROL
 KV1801
 KV1801  NGVD 29 (??/??/??)   82.170  (m)          269.59   (f) ADJUSTED    2 0
 KV1801
 KV1801.Superseded values are not recommended for survey control.
 KV1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1801.See file dsdata.txt to determine how the superseded data were derived.
 KV1801
 KV1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK708940(NAD 83)
 KV1801_MARKER: DB = BENCH MARK DISK
 KV1801_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1801_SP_SET: ABUTMENT
 KV1801_STAMPING: KK 107 1935
 KV1801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1801
 KV1801  HISTORY     - Date     Condition        Report By
 KV1801  HISTORY     - 1935     MONUMENTED       CGS
 KV1801  HISTORY     - 1959     GOOD             AEROS
 KV1801  HISTORY     - 1964     GOOD             CGS
 KV1801  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KV1801  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KV1801  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 KV1801
 KV1801                          STATION DESCRIPTION
 KV1801
 KV1801'DESCRIBED BY AERO SERVICE CORPORATION 1959
 KV1801'1 MI N FROM HELLERTOWN.
 KV1801'1.0 MILE NORTH ALONG THE READING CO. RAILWAY FROM THE STATION AT
 KV1801'HELLERTOWN, NORTHAMPTON COUNTY, WEST OF AN AIRPORT, AT BRIDGE
 KV1801'53.60, AND IN THE TOP OF AN UNDERPASS NORTHWEST OF THE EAST
 KV1801'ABUTMENT.  A STANDARD DISK, STAMPED KK 107 1935.  NOTE-- TOP OF
 KV1801'CAP HAS BEEN BATTERED ENOUGH TO RENDER STAMPING ILLEGIBLE.
 KV1801
 KV1801                          STATION RECOVERY (1964)
 KV1801
 KV1801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV1801'RECOVERED IN GOOD CONDITION.
 KV1801
 KV1801                          STATION RECOVERY (1984)
 KV1801
 KV1801'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV1801'MARK NOT FOUND.
 KV1801
 KV1801                          STATION RECOVERY (2001)
 KV1801
 KV1801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV1801'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS
 KV1801
 KV1801                          STATION RECOVERY (2002)
 KV1801
 KV1801'RECOVERY NOTE BY US POWER SQUADRON 2002 (RGG)
 KV1801'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2779 ***********************************************************************
 LY2779  DESIGNATION -  KLEIN
 LY2779  PID         -  LY2779
 LY2779  STATE/COUNTY-  PA/SUSQUEHANNA
 LY2779  USGS QUAD   -  HARFORD (1992)
 LY2779
 LY2779                         *CURRENT SURVEY CONTROL
 LY2779  ___________________________________________________________________
 LY2779* NAD 83(1992)-  41 50 39.45374(N)    075 41 12.89909(W)     ADJUSTED  
 LY2779* NAVD 88     -       564.1    (meters)    1851.     (feet)  VERTCON   
 LY2779  ___________________________________________________________________
 LY2779  LAPLACE CORR-           6.93  (seconds)                    DEFLEC99
 LY2779  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 LY2779
 LY2779  HORZ ORDER  -  THIRD
 LY2779
 LY2779.The horizontal coordinates were established by classical geodetic methods
 LY2779.and adjusted by the National Geodetic Survey in June 2002..
 LY2779
 LY2779.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY2779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY2779
 LY2779.The Laplace correction was computed from DEFLEC99 derived deflections.
 LY2779
 LY2779.The geoid height was determined by GEOID03.
 LY2779
 LY2779;                    North         East     Units Scale Factor Converg.
 LY2779;SPC PA N     -   188,351.078   771,325.261   MT  0.99998455   +1 21 53.3
 LY2779;SPC PA N     -   617,948.50  2,530,589.63   sFT  0.99998455   +1 21 53.3
 LY2779;UTM  18      - 4,632,716.514   442,972.588   MT  0.99964002   -0 27 29.7
 LY2779
 LY2779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LY2779!SPC PA N     -   0.99991640  x   0.99998455  =   0.99990095
 LY2779!UTM  18      -   0.99991640  x   0.99964002  =   0.99955645
 LY2779
 LY2779:                Primary Azimuth Mark                     Grid Az
 LY2779:SPC PA N     -  KLEIN AZ MK                              180 01 32.8
 LY2779:UTM  18      -  KLEIN AZ MK                              181 50 55.8
 LY2779
 LY2779|---------------------------------------------------------------------|
 LY2779| PID    Reference Object                     Distance      Geod. Az  |
 LY2779|                                                           dddmmss.s |
 LY2779| CB4505 KLEIN AZ MK                                        1812326.1 |
 LY2779| CB4506 KLEIN RM 1                           16.020 METERS 18555     |
 LY2779| CB4507 KLEIN RM 2                           19.585 METERS 31151     |
 LY2779|---------------------------------------------------------------------|
 LY2779
 LY2779                          SUPERSEDED SURVEY CONTROL
 LY2779
 LY2779  NAD 83(1996)-  41 50 39.45347(N)    075 41 12.89892(W) AD(       ) 3
 LY2779  NAD 83(1986)-  41 50 39.45643(N)    075 41 12.90062(W) AD(       ) 3
 LY2779  NAD 27      -  41 50 39.17520(N)    075 41 14.23500(W) AD(       ) 3
 LY2779  NGVD 29 (07/19/86)  564.3    (m)         1851.     (f) VERT ANG       
 LY2779
 LY2779.Superseded values are not recommended for survey control.
 LY2779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY2779.See file dsdata.txt to determine how the superseded data were derived.
 LY2779
 LY2779_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM4297332717(NAD 83)
 LY2779_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LY2779_SETTING: 66 = SET IN ROCK OUTCROP
 LY2779
 LY2779  HISTORY     - Date     Condition        Report By
 LY2779  HISTORY     - 1959     MONUMENTED       CGS
 LY2779
 LY2779                          STATION DESCRIPTION
 LY2779
 LY2779'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 LY2779'THE STATION IS LOCATED ON A HIGH TIMBER COVERED HILL, ABOUT 3.5 MILES
 LY2779'NORTHWEST OF GIBSON, ABOUT 2.5 MILES SOUTHEAST OF NEW MILFORD, ABOUT
 LY2779'2 MILES SOUTHWEST OF LAKESIDE AND IS ON PROPERTY OWNED BY MR. MELVIN
 LY2779'KLEIN.
 LY2779'
 LY2779'TO REACH THE STATION FROM THE POST OFFICE IN NEW MILFORD, GO SOUTH ON
 LY2779'MAIN STREET AND U.S. HIGHWAY 11 FOR 0.2 MILE TO THE JUNCTION OF
 LY2779'U.S. HIGHWAY 11, STATE HIGHWAY 492 AND THE HARFORD ROAD.  GO SOUTH ON
 LY2779'THE HARFORD ROAD FOR 2.29 MILES TO A Y-INTERSECTION.  TAKE THE
 LY2779'LEFT FORK AND GO EAST AND SOUTHEAST ON A BLACKTOP ROAD FOR 1.37 MILES
 LY2779'TO A ROAD ON THE RIGHT AND THE NEW MILFORD BAPTIST CHURCH AND A
 LY2779'TRACK ROAD ON THE LEFT.  TURN SHARP LEFT AND GO EAST ON THE TRACK
 LY2779'ROAD ALONG THE NORTH SIDE OF THE CHURCH YARD FOR 0.08 MILE TO A
 LY2779'WIRE GATE, PASS THROUGH THE GATE AND CONTINUE NORTHEAST ON THE
 LY2779'TRACK ROAD FOR 0.43 MILE TO A WIRE GATE AND THE AZIMUTH MARK ON THE
 LY2779'RIGHT AS DESCRIBED.  PASS THROUGH THE GATE AND TURN LEFT AND GO
 LY2779'NORTH ON A DIM TRACK ROAD FOR 0.1 MILE TO AN OPENING IN A ROCK FENCE
 LY2779'LINE, PASS THROUGH THE OPENING AND TURN RIGHT AND GO EAST ALONG
 LY2779'THE NORTH SIDE OF A ROCK FENCE LINE AND ROW OF TREES FOR 0.16 MILE TO
 LY2779'A FENCE CORNER.  TURN LEFT AND GO 0.04 MILE TO AN OPENING IN A ROCK
 LY2779'FENCE LINE AND ROW OF TREES.  TURN RIGHT, PASS THROUGH THE OPENING
 LY2779'AND CROSSING A LANE INTO A SMALL MEADOW.  TURN LEFT AND GO NORTHEAST
 LY2779'ON A TRACK ROAD ACROSS THE MEADOW FOR 0.09 MILE TO A WIRE GATE IN AN
 LY2779'OPENING IN A ROCK FENCE LINE AND A FENCE CORNER.  PASS THROUGH THE
 LY2779'WIRE GATE AND INTO A SMALL PASTURE LAND AND GO NORTHEAST ACROSS THE
 LY2779'PASTURE ON A DIM TRACK ROAD FOR 0.11 MILE TO A WIRE GATE AND AN
 LY2779'OPENING IN A ROCK FENCE LINE AT THE EDGE OF TIMBER LINE.  PASS
 LY2779'THROUGH THE GATE AND TURN SHARP LEFT AND GO ALONG THE EAST SIDE OF
 LY2779'THE ROCK FENCE LINE FOR 0.03 MILE, THENCE TURN LEFT AND GO EAST
 LY2779'THROUGH THE TIMBER ON A CLEARED ROAD FOR 0.04 MILE TO AN OPENING IN A
 LY2779'ROCK FENCE LINE.  PASS THROUGH THE OPENING AND CONTINUE NORTHEAST
 LY2779'THROUGH THE TIMBER AND CLEARED ROAD FOR 0.23 MILE TO THE HIGHEST
 LY2779'POINT OF THE HILL AND THE STATION.
 LY2779'
 LY2779'THE STATION MARK, A STANDARD DISK STAMPED KLEIN 1959, IS CEMENTED IN
 LY2779'A DRILL HOLE IN THE TOP OF AN OUTCROPPING BEDROCK WHICH PROJECTS
 LY2779'ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 13.6 FEET EAST
 LY2779'OF A 6-INCH TRIANGULAR BLAZED ASH TREE AND 9.4 FEET NORTHEAST OF A
 LY2779'STANDARD METAL WITNESS POST AND MARKER.
 LY2779'
 LY2779'REFERENCE MARK 1, A STANDARD DISK STAMPED KLEIN NO 1 1959, IS
 LY2779'CEMENTED IN A DRILL HOLE IN THE TOP OF BEDROCK WHICH IS FLUSH WITH
 LY2779'THE SURFACE OF THE GROUND.  IT IS 58.6 FEET NORTH OF A STANDARD METAL
 LY2779'WITNESS POST AND MARKER.
 LY2779'
 LY2779'REFERENCE MARK 2, A STANDARD DISK STAMPED KLEIN NO 2 1959, IS
 LY2779'CEMENTED IN A DRILL HOLE IN THE TOP OF BEDROCK WHICH IS FLUSH WITH
 LY2779'THE SURFACE OF THE GROUND.  IT IS 67.7 FEET NORTHWEST OF A STANDARD
 LY2779'METAL WITNESS POST AND MARKER AND 52.6 FEET NORTH OF A 6-INCH
 LY2779'TRIANGULAR BLAZED ASH TREE.
 LY2779'
 LY2779'THE AZIMUTH MARK, A STANDARD DISK STAMPED KLEIN 1959, IS SET IN THE
 LY2779'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES
 LY2779'ABOVE THE SURFACE OF THE GROUND.  IT IS 8 FEET SOUTH OF A DIM TRACK
 LY2779'ROAD, 6 FEET NORTH OF A STONE AND WIRE FENCE LINE AND 1.5 FEET
 LY2779'WEST OF A STANDARD METAL WITNESS POST AND MARKER.
 LY2779'
 LY2779'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1955 ***********************************************************************
 KX1955  DESIGNATION -  KLINE
 KX1955  PID         -  KX1955
 KX1955  STATE/COUNTY-  PA/INDIANA
 KX1955  USGS QUAD   -  ELDERTON (1977)
 KX1955
 KX1955                         *CURRENT SURVEY CONTROL
 KX1955  ___________________________________________________________________
 KX1955* NAD 83(1992)-  40 39 39.76415(N)    079 17 12.19971(W)     ADJUSTED  
 KX1955* NAVD 88     -       414.9    (meters)    1361.     (feet)  VERTCON   
 KX1955  ___________________________________________________________________
 KX1955  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 KX1955  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 KX1955
 KX1955  HORZ ORDER  -  SECOND
 KX1955
 KX1955.The horizontal coordinates were established by classical geodetic methods
 KX1955.and adjusted by the National Geodetic Survey in June 2002..
 KX1955
 KX1955.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX1955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX1955
 KX1955.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1955
 KX1955.The geoid height was determined by GEOID03.
 KX1955
 KX1955;                    North         East     Units Scale Factor Converg.
 KX1955;SPC PA S     -   148,554.463   470,058.468   MT  0.99996622   -0 59 49.3
 KX1955;SPC PA S     -   487,382.43  1,542,183.49   sFT  0.99996622   -0 59 49.3
 KX1955;UTM  17      - 4,502,542.150   644,828.214   MT  0.99985818   +1 06 59.5
 KX1955
 KX1955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX1955!SPC PA S     -   0.99994010  x   0.99996622  =   0.99990632
 KX1955!UTM  17      -   0.99994010  x   0.99985818  =   0.99979829
 KX1955
 KX1955|---------------------------------------------------------------------|
 KX1955| PID    Reference Object                     Distance      Geod. Az  |
 KX1955|                                                           dddmmss.s |
 KX1955| CX3974 KLINE RM 1                            6.603 METERS 10411     |
 KX1955| KX0926 KLINE AZ MK                                        1770056.4 |
 KX1955| CX3975 KLINE RM 2                            6.368 METERS 19451     |
 KX1955| KX1957 ELDERTON KEYSTONE ELEC N STACK      APPROX. 4.6 KM 2691724.6 |
 KX1955|---------------------------------------------------------------------|
 KX1955
 KX1955                          SUPERSEDED SURVEY CONTROL
 KX1955
 KX1955  NAD 83(1986)-  40 39 39.76758(N)    079 17 12.20671(W) AD(       ) 2
 KX1955  NAD 27      -  40 39 39.53240(N)    079 17 13.07588(W) AD(       ) 2
 KX1955  NGVD 29 (07/19/86)  415.1    (m)         1362.     (f) VERT ANG       
 KX1955
 KX1955.Superseded values are not recommended for survey control.
 KX1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1955.See file dsdata.txt to determine how the superseded data were derived.
 KX1955
 KX1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF4482802542(NAD 83)
 KX1955_MARKER: DE = TRAVERSE STATION DISK
 KX1955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1955
 KX1955  HISTORY     - Date     Condition        Report By
 KX1955  HISTORY     - 1967     MONUMENTED       CGS
 KX1955
 KX1955                          STATION DESCRIPTION
 KX1955
 KX1955'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX1955'THE STATION IS LOCATED ABOUT 7.5 MILES WEST-NORTHWEST OF INDIANA, 4
 KX1955'MILES SOUTHEAST OF ELDERTON, 0.75 MILE NORTHEAST OF SHELOCTA AND
 KX1955'ON A LOW BRUSH COVERED HILL.  THE PROPERTY IS OWNED BY MR. H. C.
 KX1955'KLINE.
 KX1955'
 KX1955'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 422 AND STATE
 KX1955'HIGHWAY 156, IN THE WEST EDGE OF SHELOCTA, GO EAST ON U.S.
 KX1955'HIGHWAY 422 FOR 0.6 MILE TO A CROSSROAD, (TO REACH THE AZIMUTH MARK
 KX1955'FROM THIS POINT CONTINUE EAST ON U.S. HIGHWAY 422 FOR 0.35
 KX1955'MILE TO A SIDE ROAD ON THE RIGHT AND THE AZIMUTH MARK ON THE RIGHT,)
 KX1955'TURN LEFT AND GO NORTH ON THE GRAVELED ROAD FOR 0.05 MILE TO
 KX1955'A 3-WAY FORK, TAKE THE RIGHT FORK AND GO EAST FOR 0.05 MILE TO A SIDE
 KX1955'ROAD ON THE LEFT, TURN LEFT AND GO NORTH ON THE BLADED ROAD
 KX1955'FOR 0.15 MILE TO A BARN ON THE RIGHT AND A GATE, CONTINUE NORTH
 KX1955'AND EAST ON THE BLADED ROAD FOR 0.1 MILE TO A BREAK IN THE FENCELINE
 KX1955'ON THE LEFT AND THE END OF TRUCK TRAVEL.  PACK NORTH UP THE STEEP
 KX1955'HILL FOR 0.2 MILE TO THE HIGHEST POINT OF THE HILL AND THE STATION.
 KX1955'
 KX1955'THE STATION MARK IS 4.8 FEET EAST OF A METAL WITNESS POST.  THE MARK
 KX1955'IS A STANDARD TRAVERSE DISK SET IN THE TOP OF A SQUARE CONCRETE
 KX1955'POST PROJECTING 2 INCHES AND IS STAMPED KLINE 1967.
 KX1955'
 KX1955'REFERENCE MARK NO. 1 IS 26.2 FEET EAST OF A METAL WITNESS POST.  THE
 KX1955'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 KX1955'POST PROJECTING 4 INCHES AND IS STAMPED KLINE NO 1 1967.
 KX1955'
 KX1955'REFERENCE MARK NO. 2 IS 19.9 FEET SOUTH OF A METAL WITNESS POST.  THE
 KX1955'MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 KX1955'POST PROJECTING 3 INCHES AND IS STAMPED KLINE NO 2 1967.
 KX1955'
 KX1955'THE AZIMUTH MARK IS 22 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 KX1955'422, 21 FEET NORTH-NORTHEAST OF POWERLINE POLE NO. 636 AND
 KX1955'3.6 FEET WEST OF A METAL WITNESS POST.  THE MARK IS A STANDARD DISK
 KX1955'CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE CATCH BASIN AND
 KX1955'IS STAMPED KLINE 1967.
 KX1955'
 KX1955'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0926 ***********************************************************************
 KX0926  DESIGNATION -  KLINE AZ MK
 KX0926  PID         -  KX0926
 KX0926  STATE/COUNTY-  PA/INDIANA
 KX0926  USGS QUAD   -  ELDERTON (1977)
 KX0926
 KX0926                         *CURRENT SURVEY CONTROL
 KX0926  ___________________________________________________________________
 KX0926* NAD 83(1986)-  40 39 15.     (N)    079 17 10.     (W)     SCALED    
 KX0926* NAVD 88     -       305.903  (meters)    1003.62   (feet)  ADJUSTED  
 KX0926  ___________________________________________________________________
 KX0926  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KX0926  DYNAMIC HT  -         305.749 (meters)    1003.11  (feet)  COMP
 KX0926  MODELED GRAV-     980,112.1   (mgal)                       NAVD 88
 KX0926
 KX0926  VERT ORDER  -  SECOND    CLASS 0
 KX0926
 KX0926.The horizontal coordinates were scaled from a topographic map and have
 KX0926.an estimated accuracy of +/- 6 seconds.
 KX0926
 KX0926.The orthometric height was determined by differential leveling
 KX0926.and adjusted by the National Geodetic Survey in June 1991..
 KX0926
 KX0926.The geoid height was determined by GEOID03.
 KX0926
 KX0926.The dynamic height is computed by dividing the NAVD 88
 KX0926.geopotential number by the normal gravity value computed on the
 KX0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0926.degrees latitude (g = 980.6199 gals.).
 KX0926
 KX0926.The modeled gravity was interpolated from observed gravity values.
 KX0926
 KX0926;                    North         East    Units  Estimated Accuracy
 KX0926;SPC PA S     -   147,790.      470,100.      MT  (+/- 180 meters Scaled)
 KX0926
 KX0926                          SUPERSEDED SURVEY CONTROL
 KX0926
 KX0926  NGVD 29 (??/??/92)  306.081  (m)         1004.20   (f) ADJ UNCH    2 0
 KX0926
 KX0926.Superseded values are not recommended for survey control.
 KX0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0926.See file dsdata.txt to determine how the superseded data were derived.
 KX0926
 KX0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF448017(NAD 83)
 KX0926_MARKER: DZ = AZIMUTH MARK DISK
 KX0926_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0926_SP_SET: CATCH BASIN
 KX0926_STAMPING: KLINE 1967
 KX0926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX0926+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 KX0926
 KX0926  HISTORY     - Date     Condition        Report By
 KX0926  HISTORY     - 1967     MONUMENTED       CGS
 KX0926  HISTORY     - 20050901 GOOD             PADT
 KX0926
 KX0926                          STATION DESCRIPTION
 KX0926
 KX0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0926'1.5 MI SE FROM SHELOCTA.
 KX0926'2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 422 FROM ITS JUNCTION WITH
 KX0926'STATE HIGHWAY 156, SET IN THE TOP OF A CONCRETE CATCH BASIN, 22
 KX0926'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 21 FEET
 KX0926'NORTH-NORTHEAST OF POWER LINE POLE NO. 636, 3.6 FEET WEST OF
 KX0926'A METAL WITNESS POST, AND IS ABOUT LEVEL WITH THE HIGHWAY.
 KX0926
 KX0926                          STATION RECOVERY (2005)
 KX0926
 KX0926'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 KX0926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2581 ***********************************************************************
 KV2581  DESIGNATION -  KLINES
 KV2581  PID         -  KV2581
 KV2581  STATE/COUNTY-  PA/BERKS
 KV2581  USGS QUAD   -  KUTZTOWN (1974)
 KV2581
 KV2581                         *CURRENT SURVEY CONTROL
 KV2581  ___________________________________________________________________
 KV2581* NAD 83(1992)-  40 34 46.23271(N)    075 49 15.04495(W)     ADJUSTED  
 KV2581* NAVD 88     -       196.788  (meters)     645.63   (feet)  ADJUSTED  
 KV2581  ___________________________________________________________________
 KV2581  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 KV2581  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 KV2581  DYNAMIC HT  -         196.689 (meters)     645.30  (feet)  COMP
 KV2581  MODELED GRAV-     980,114.2   (mgal)                       NAVD 88
 KV2581
 KV2581  HORZ ORDER  -  SECOND
 KV2581  VERT ORDER  -  SECOND    CLASS 0
 KV2581
 KV2581.The horizontal coordinates were established by classical geodetic methods
 KV2581.and adjusted by the National Geodetic Survey in June 2002..
 KV2581
 KV2581.The orthometric height was determined by differential leveling
 KV2581.and adjusted by the National Geodetic Survey in June 1991..
 KV2581
 KV2581.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV2581
 KV2581.The geoid height was determined by GEOID03.
 KV2581
 KV2581.The dynamic height is computed by dividing the NAVD 88
 KV2581.geopotential number by the normal gravity value computed on the
 KV2581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2581.degrees latitude (g = 980.6199 gals.).
 KV2581
 KV2581.The modeled gravity was interpolated from observed gravity values.
 KV2581
 KV2581;                    North         East     Units Scale Factor Converg.
 KV2581;SPC PA S     -   140,153.744   763,317.670   MT  0.99996202   +1 15 05.8
 KV2581;SPC PA S     -   459,821.08  2,504,318.06   sFT  0.99996202   +1 15 05.8
 KV2581;UTM  18      - 4,492,404.017   430,528.380   MT  0.99965941   -0 32 02.3
 KV2581
 KV2581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV2581!SPC PA S     -   0.99997455  x   0.99996202  =   0.99993657
 KV2581!UTM  18      -   0.99997455  x   0.99965941  =   0.99963397
 KV2581
 KV2581|---------------------------------------------------------------------|
 KV2581| PID    Reference Object                     Distance      Geod. Az  |
 KV2581|                                                           dddmmss.s |
 KV2581| KV2582 KLINES RM 1                           8.087 METERS 11147     |
 KV2581| KV3861 HAMBURG ST SCH AND COLLEGE TK       APPROX.13.0 KM 2653308.1 |
 KV2581| KV2579 KLINES AZ MK                                       2720954.5 |
 KV2581| KV2580 KLINES RM 2                           8.309 METERS 27955     |
 KV2581|---------------------------------------------------------------------|
 KV2581
 KV2581                          SUPERSEDED SURVEY CONTROL
 KV2581
 KV2581  NAD 83(1986)-  40 34 46.22418(N)    075 49 15.04573(W) AD(       ) 2
 KV2581  NAD 27      -  40 34 45.87960(N)    075 49 16.31900(W) AD(       ) 2
 KV2581  NGVD 29 (??/??/??)  196.981  (m)          646.26   (f) ADJUSTED    2 0
 KV2581
 KV2581.Superseded values are not recommended for survey control.
 KV2581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2581.See file dsdata.txt to determine how the superseded data were derived.
 KV2581
 KV2581_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK3052892404(NAD 83)
 KV2581_MARKER: DS = TRIANGULATION STATION DISK
 KV2581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2581_STAMPING: KLINES 1960
 KV2581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2581+STABILITY: SURFACE MOTION
 KV2581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2581+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 KV2581
 KV2581  HISTORY     - Date     Condition        Report By
 KV2581  HISTORY     - 1960     MONUMENTED       CGS
 KV2581  HISTORY     - 1960     GOOD             CGS
 KV2581  HISTORY     - 1974     GOOD             NGS
 KV2581  HISTORY     - 1974     GOOD             NGS
 KV2581  HISTORY     - 19991114 GOOD             USPSQD
 KV2581  HISTORY     - 20060311 GOOD             USPSQD
 KV2581
 KV2581                          STATION DESCRIPTION
 KV2581
 KV2581'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV2581'THE STATION IS LOCATED ON A HIGH BANK, 1 MILE WEST OF KRUMSVILLE, 1
 KV2581'1/2 MILES EAST-NORTHEAST OF KLINESVILLE AND ON STATE HIGHWAY PROPERTY
 KV2581'OF THE NORTH SIDE OF U.S. HIGHWAY 22.
 KV2581'
 KV2581'TO REACH THE STATION FROM THE TRAFFIC INTERCHANGE AND U.S. HIGHWAY 22
 KV2581'IN KRUMSVILLE, GO WEST ON U.S. HIGHWAY 22 FOR 1.28 MILES TO A HIGH
 KV2581'BANK ON THE RIGHT AND THE STATION AS DESCRIBED.
 KV2581'
 KV2581'THE STATION MARK, A STANDARD DISK STAMPED KLINES 1960, CEMENTED IN
 KV2581'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 KV2581'SURFACE.  IT IS 86.0 FEET (SLOPE DISTANCE) NORTH-NORTHEAST OF THE
 KV2581'CENTER LINE OF THE WEST LANE OF U.S.  HIGHWAY 22, 94.0 FEET
 KV2581'(SLOPE DISTANCE) NORTHEAST OF THE EAST END OF A SMALL CULVERT AND
 KV2581'ABOUT 20 FEET HIGHER THAN THE HIGHWAY.
 KV2581'
 KV2581'REFERENCE MARK 1, A STANDARD DISK STAMPED KLINES NO 1 1960, CEMENTED
 KV2581'IN TOP OF A 12 INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE
 KV2581'GROUND SURFACE.  IT IS 85.0 FEET (SLOPE DISTANCE) NORTHEAST OF THE
 KV2581'CENTER LINE OF THE WEST LANE OF THE HIGHWAY, 110.0 FEET (SLOPE
 KV2581'DISTANCE) NORTHEAST OF THE EAST END OF THE CULVERT AND IS ABOUT THE
 KV2581'SAME ELEVATION AS THE STATION MARK.
 KV2581'
 KV2581'REFERENCE MARK 2, A STANDARD DISK STAMPED KLINES NO 2 1960, CEMENTED
 KV2581'IN TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND
 KV2581'SURFACE.  IT IS 75.0 FEET (SLOPE DISTANCE) NORTH-NORTHEAST OF THE
 KV2581'EAST END OF THE CULVERT, 85.0 FEET (SLOPE DISTANCE) NORTH-NORTHEAST
 KV2581'OF THE CENTER LINE OF THE WEST LANE OF THE HIGHWAY AND IS ABOUT THE
 KV2581'SAME ELEVATION AS THE STATION MARK.
 KV2581'
 KV2581'AZIMUTH MARK, A STANDARD DISK STAMPED KLINES 1960, CEMENTED IN A
 KV2581'DRILL HOLE IN THE SOUTHEAST END OF A CONCRETE UNDERPASS ABUTMENT.  IT
 KV2581'IS 7 INCHES WEST OF THE EAST END OF THE ABUTMENT, 29.0 FEET SOUTH OF
 KV2581'THE CENTER LINE OF THE EAST LANE OF U.S. HIGHWAY 22 AND ABOUT 2
 KV2581'FEET LOWER THAN THE HIGHWAY.
 KV2581'
 KV2581'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S. HIGHWAY
 KV2581'22 FOR 0.35 MILE TO A SMALL UNDERPASS AND THE AZIMUTH MARK ON
 KV2581'THE LEFT.
 KV2581'
 KV2581'HEIGHT OF LIGHT ABOVE STATION MARK 3.67 METERS.
 KV2581
 KV2581                          STATION RECOVERY (1960)
 KV2581
 KV2581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KV2581'1.3 MI W FROM KRUMSVILLE.
 KV2581'1.3 MILES WEST ALONG U.S. HIGHWAY 22 FROM THE INTERCHANGE AT
 KV2581'KRUMSVILLE, ON THE TOP OF A HIGH CUT BANK, 86 FEET NORTH OF THE
 KV2581'CENTER LINE OF THE WEST BOUND LANE OF THE HIGHWAY, 94 FEET
 KV2581'NORTHEAST OF THE EAST END OF A SMALL CULVERT, SET IN THE TOP
 KV2581'OF A CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 30 FEET ABOVE
 KV2581'THE LEVEL OF THE HIGHWAY.
 KV2581
 KV2581                          STATION RECOVERY (1974)
 KV2581
 KV2581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KV2581'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 KV2581'AS DESCRIBED IN THE 1960 DESCRIPTION.  A NEW WITNESS POST WAS
 KV2581'SET 2.5 FEET NORTH OF THE STATION MARK.
 KV2581'
 KV2581'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1 MILE WEST OF
 KV2581'KRUMSVILLE
 KV2581
 KV2581                          STATION RECOVERY (1974)
 KV2581
 KV2581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV2581'RECOVERED IN GOOD CONDITION.
 KV2581
 KV2581                          STATION RECOVERY (1999)
 KV2581
 KV2581'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV2581'RECOVERED IN GOOD CONDITION.
 KV2581
 KV2581                          STATION RECOVERY (2006)
 KV2581
 KV2581'RECOVERY NOTE BY US POWER SQUADRON 2006 (MAM)
 KV2581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2579 ***********************************************************************
 KV2579  DESIGNATION -  KLINES AZ MK
 KV2579  PID         -  KV2579
 KV2579  STATE/COUNTY-  PA/BERKS
 KV2579  USGS QUAD   -  KUTZTOWN (1974)
 KV2579
 KV2579                         *CURRENT SURVEY CONTROL
 KV2579  ___________________________________________________________________
 KV2579* NAD 83(1986)-  40 34 47.     (N)    075 49 41.     (W)     SCALED    
 KV2579* NAVD 88     -       156.811  (meters)     514.47   (feet)  ADJUSTED  
 KV2579  ___________________________________________________________________
 KV2579  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 KV2579  DYNAMIC HT  -         156.732 (meters)     514.21  (feet)  COMP
 KV2579  MODELED GRAV-     980,118.9   (mgal)                       NAVD 88
 KV2579
 KV2579  VERT ORDER  -  SECOND    CLASS 0
 KV2579
 KV2579.The horizontal coordinates were scaled from a topographic map and have
 KV2579.an estimated accuracy of +/- 6 seconds.
 KV2579
 KV2579.The orthometric height was determined by differential leveling
 KV2579.and adjusted by the National Geodetic Survey in June 1991..
 KV2579
 KV2579.The geoid height was determined by GEOID03.
 KV2579
 KV2579.The dynamic height is computed by dividing the NAVD 88
 KV2579.geopotential number by the normal gravity value computed on the
 KV2579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2579.degrees latitude (g = 980.6199 gals.).
 KV2579
 KV2579.The modeled gravity was interpolated from observed gravity values.
 KV2579
 KV2579;                    North         East    Units  Estimated Accuracy
 KV2579;SPC PA S     -   140,160.      762,710.      MT  (+/- 180 meters Scaled)
 KV2579
 KV2579                          SUPERSEDED SURVEY CONTROL
 KV2579
 KV2579  NGVD 29 (??/??/??)  157.004  (m)          515.10   (f) ADJUSTED    2 0
 KV2579
 KV2579.Superseded values are not recommended for survey control.
 KV2579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2579.See file dsdata.txt to determine how the superseded data were derived.
 KV2579
 KV2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK299924(NAD 83)
 KV2579_MARKER: DZ = AZIMUTH MARK DISK
 KV2579_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2579_SP_SET: OVERPASS
 KV2579_STAMPING: KLINES 1960
 KV2579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2579+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 KV2579
 KV2579  HISTORY     - Date     Condition        Report By
 KV2579  HISTORY     - 1960     MONUMENTED       CGS
 KV2579  HISTORY     - 1974     GOOD             NGS
 KV2579  HISTORY     - 19991114 GOOD             USPSQD
 KV2579  HISTORY     - 20060311 GOOD             USPSQD
 KV2579
 KV2579                          STATION DESCRIPTION
 KV2579
 KV2579'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2579'1.6 MI W FROM KRUMSVILLE.
 KV2579'1.65 MILES WEST ALONG U.S. HIGHWAY 22 FROM THE KRUMSVILLE
 KV2579'INTERCHANGE, SET ON THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 KV2579'HEADWALL OF AN OVERPASS OVER A NORTH-SOUTH GRAVEL ROAD, 29 FEET
 KV2579'SOUTH OF THE CENTER LINE OF THE EAST BOUND LANE OF THE HIGHWAY,
 KV2579'0.7 FOOT WEST OF THE EAST END OF THE HEADWALL AND ABOUT 3 FEET
 KV2579'BELOW THE LEVEL OF THE HIGHWAY.
 KV2579
 KV2579                          STATION RECOVERY (1974)
 KV2579
 KV2579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV2579'RECOVERED IN GOOD CONDITION.
 KV2579
 KV2579                          STATION RECOVERY (1999)
 KV2579
 KV2579'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV2579'RECOVERED IN GOOD CONDITION.
 KV2579
 KV2579                          STATION RECOVERY (2006)
 KV2579
 KV2579'RECOVERY NOTE BY US POWER SQUADRON 2006 (RJR)
 KV2579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2582 ***********************************************************************
 KV2582  DESIGNATION -  KLINES RM 1
 KV2582  PID         -  KV2582
 KV2582  STATE/COUNTY-  PA/BERKS
 KV2582  USGS QUAD   -  KUTZTOWN (1974)
 KV2582
 KV2582                         *CURRENT SURVEY CONTROL
 KV2582  ___________________________________________________________________
 KV2582* NAD 83(1986)-  40 34 45.     (N)    075 49 15.     (W)     SCALED    
 KV2582* NAVD 88     -       196.810  (meters)     645.70   (feet)  ADJUSTED  
 KV2582  ___________________________________________________________________
 KV2582  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 KV2582  DYNAMIC HT  -         196.710 (meters)     645.37  (feet)  COMP
 KV2582  MODELED GRAV-     980,114.2   (mgal)                       NAVD 88
 KV2582
 KV2582  VERT ORDER  -  SECOND    CLASS 0
 KV2582
 KV2582.The horizontal coordinates were scaled from a topographic map and have
 KV2582.an estimated accuracy of +/- 6 seconds.
 KV2582
 KV2582.The orthometric height was determined by differential leveling
 KV2582.and adjusted by the National Geodetic Survey in June 1991..
 KV2582
 KV2582.The geoid height was determined by GEOID03.
 KV2582
 KV2582.The dynamic height is computed by dividing the NAVD 88
 KV2582.geopotential number by the normal gravity value computed on the
 KV2582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2582.degrees latitude (g = 980.6199 gals.).
 KV2582
 KV2582.The modeled gravity was interpolated from observed gravity values.
 KV2582
 KV2582;                    North         East    Units  Estimated Accuracy
 KV2582;SPC PA S     -   140,120.      763,320.      MT  (+/- 180 meters Scaled)
 KV2582
 KV2582                          SUPERSEDED SURVEY CONTROL
 KV2582
 KV2582  NGVD 29 (??/??/??)  197.002  (m)          646.33   (f) ADJUSTED    2 0
 KV2582
 KV2582.Superseded values are not recommended for survey control.
 KV2582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2582.See file dsdata.txt to determine how the superseded data were derived.
 KV2582
 KV2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK305923(NAD 83)
 KV2582_MARKER: DR = REFERENCE MARK DISK
 KV2582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2582_STAMPING: KLINES NO 1 1960
 KV2582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2582+STABILITY: SURFACE MOTION
 KV2582
 KV2582  HISTORY     - Date     Condition        Report By
 KV2582  HISTORY     - 1960     MONUMENTED       CGS
 KV2582  HISTORY     - 1974     GOOD             NGS
 KV2582  HISTORY     - 19991114 MARK NOT FOUND   USPSQD
 KV2582
 KV2582                          STATION DESCRIPTION
 KV2582
 KV2582'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2582'1.3 MI W FROM KRUMSVILLE.
 KV2582'1.3 MILES WEST ALONG U.S. HIGHWAY 22 FROM THE INTERCHANGE AT
 KV2582'KRUMSVILLE, ON THE TOP OF A 30-FOOT HIGH CUT BANK, 26.5 FEET
 KV2582'EAST OF THE STATION, 85 FEET NORTH OF THE CENTER LINE OF THE
 KV2582'WEST BOUND LANE, SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 KV2582'THE GROUND AND ABOUT 30 FEET HIGHER THAN THE HIGHWAY.
 KV2582
 KV2582                          STATION RECOVERY (1974)
 KV2582
 KV2582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV2582'RECOVERED IN GOOD CONDITION.
 KV2582
 KV2582                          STATION RECOVERY (1999)
 KV2582
 KV2582'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV2582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2580 ***********************************************************************
 KV2580  DESIGNATION -  KLINES RM 2
 KV2580  PID         -  KV2580
 KV2580  STATE/COUNTY-  PA/BERKS
 KV2580  USGS QUAD   -  KUTZTOWN (1974)
 KV2580
 KV2580                         *CURRENT SURVEY CONTROL
 KV2580  ___________________________________________________________________
 KV2580* NAD 83(1986)-  40 34 45.     (N)    075 49 15.     (W)     SCALED    
 KV2580* NAVD 88     -       196.649  (meters)     645.17   (feet)  ADJUSTED  
 KV2580  ___________________________________________________________________
 KV2580  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 KV2580  DYNAMIC HT  -         196.549 (meters)     644.84  (feet)  COMP
 KV2580  MODELED GRAV-     980,114.2   (mgal)                       NAVD 88
 KV2580
 KV2580  VERT ORDER  -  SECOND    CLASS 0
 KV2580
 KV2580.The horizontal coordinates were scaled from a topographic map and have
 KV2580.an estimated accuracy of +/- 6 seconds.
 KV2580
 KV2580.The orthometric height was determined by differential leveling
 KV2580.and adjusted by the National Geodetic Survey in June 1991..
 KV2580
 KV2580.The geoid height was determined by GEOID03.
 KV2580
 KV2580.The dynamic height is computed by dividing the NAVD 88
 KV2580.geopotential number by the normal gravity value computed on the
 KV2580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2580.degrees latitude (g = 980.6199 gals.).
 KV2580
 KV2580.The modeled gravity was interpolated from observed gravity values.
 KV2580
 KV2580;                    North         East    Units  Estimated Accuracy
 KV2580;SPC PA S     -   140,120.      763,320.      MT  (+/- 180 meters Scaled)
 KV2580
 KV2580                          SUPERSEDED SURVEY CONTROL
 KV2580
 KV2580  NGVD 29 (??/??/??)  196.841  (m)          645.80   (f) ADJUSTED    2 0
 KV2580
 KV2580.Superseded values are not recommended for survey control.
 KV2580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2580.See file dsdata.txt to determine how the superseded data were derived.
 KV2580
 KV2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK305923(NAD 83)
 KV2580_MARKER: DR = REFERENCE MARK DISK
 KV2580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2580_STAMPING: KLINES NO 2 1960
 KV2580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2580+STABILITY: SURFACE MOTION
 KV2580
 KV2580  HISTORY     - Date     Condition        Report By
 KV2580  HISTORY     - 1960     MONUMENTED       CGS
 KV2580  HISTORY     - 1974     GOOD             NGS
 KV2580  HISTORY     - 19991114 MARK NOT FOUND   USPSQD
 KV2580
 KV2580                          STATION DESCRIPTION
 KV2580
 KV2580'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2580'1.3 MI W FROM KRUMSVILLE.
 KV2580'1.3 MILES WEST ALONG U.S. HIGHWAY 22 FROM THE INTERCHANGE AT
 KV2580'KRUMSVILLE, ON THE TOP OF A 30-FOOT HIGH CUT BANK, 27.3 FEET
 KV2580'WEST OF THE STATION, 85 FEET NORTH OF THE CENTER LINE OF THE
 KV2580'WEST BOUND LANE OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 KV2580'FLUSH WITH THE GROUND AND ABOUT 30 FEET ABOVE THE LEVEL OF THE
 KV2580'HIGHWAY.
 KV2580
 KV2580                          STATION RECOVERY (1974)
 KV2580
 KV2580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV2580'RECOVERED IN GOOD CONDITION.
 KV2580
 KV2580                          STATION RECOVERY (1999)
 KV2580
 KV2580'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV2580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1836 ***********************************************************************
 JW1836  DESIGNATION -  KM 10=MR 75 RB
 JW1836  PID         -  JW1836
 JW1836  STATE/COUNTY-  PA/FAYETTE
 JW1836  USGS QUAD   -  CARMICHAELS (1988)
 JW1836
 JW1836                         *CURRENT SURVEY CONTROL
 JW1836  ___________________________________________________________________
 JW1836* NAD 83(1986)-  39 53 30.     (N)    079 55 13.     (W)     SCALED    
 JW1836* NAVD 88     -       242.527  (meters)     795.69   (feet)  ADJUSTED  
 JW1836  ___________________________________________________________________
 JW1836  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 JW1836  DYNAMIC HT  -         242.390 (meters)     795.24  (feet)  COMP
 JW1836  MODELED GRAV-     980,055.9   (mgal)                       NAVD 88
 JW1836
 JW1836  VERT ORDER  -  SECOND    CLASS I
 JW1836
 JW1836.The horizontal coordinates were scaled from a topographic map and have
 JW1836.an estimated accuracy of +/- 6 seconds.
 JW1836
 JW1836.The orthometric height was determined by differential leveling
 JW1836.and adjusted by the National Geodetic Survey in September 1994..
 JW1836
 JW1836.The geoid height was determined by GEOID03.
 JW1836
 JW1836.The dynamic height is computed by dividing the NAVD 88
 JW1836.geopotential number by the normal gravity value computed on the
 JW1836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1836.degrees latitude (g = 980.6199 gals.).
 JW1836
 JW1836.The modeled gravity was interpolated from observed gravity values.
 JW1836
 JW1836;                    North         East    Units  Estimated Accuracy
 JW1836;SPC PA S     -    64,280.      414,400.      MT  (+/- 180 meters Scaled)
 JW1836
 JW1836                          SUPERSEDED SURVEY CONTROL
 JW1836
 JW1836.No superseded survey control is available for this station.
 JW1836
 JW1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE923162(NAD 83)
 JW1836_MARKER: DD = SURVEY DISK
 JW1836_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JW1836+WITH SETTING: PAVEMENT
 JW1836_SP_SET: RAILROAD SIGNAL BASE
 JW1836_STAMPING: KM 10 1979
 JW1836_MARK LOGO: USE   
 JW1836_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1836+STABILITY: SURFACE MOTION
 JW1836
 JW1836  HISTORY     - Date     Condition        Report By
 JW1836  HISTORY     - 1979     MONUMENTED       USE
 JW1836  HISTORY     - 19900830 GOOD             HARTMN
 JW1836
 JW1836                          STATION DESCRIPTION
 JW1836
 JW1836'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1990
 JW1836'ON THE RIGHT BANK OF THE MONONGAHELA RIVER AT MILE 75.9, IN GERMAN
 JW1836'TOWNSHIP, ABOUT 3.2 MI (5.1 KM) NORTH ALONG THE MONONGAHELA RAILROAD
 JW1836'FROM THE SOUTHEAST END OF THE ROUTE 21 HIGHWAY BRIDGE WHICH CROSSES
 JW1836'THE RIVER AT MASONTOWN, NORTHWEST OF THE VILLAGE OF GATES, NEAR THE
 JW1836'MOUTH OF MIDDLE RUN, A STANDARD USE BRASS DISK SET IN A 4 FT
 JW1836'(1.2 MT) SQUARE ABANDONED CONCRETE SIGNAL BASE, 9.5 FT (2.9 MT)
 JW1836'NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD, AND ABOUT 78 FT
 JW1836'(23.8 MT) SOUTHEAST FROM THE CULVERT OF MIDDLE RUN UNDER THE
 JW1836'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1809 ***********************************************************************
 JW1809  DESIGNATION -  KM 12=MR 83 RA
 JW1809  PID         -  JW1809
 JW1809  STATE/COUNTY-  PA/FAYETTE
 JW1809  USGS QUAD   -  MASONTOWN (1979)
 JW1809
 JW1809                         *CURRENT SURVEY CONTROL
 JW1809  ___________________________________________________________________
 JW1809* NAD 83(1986)-  39 48 29.     (N)    079 54 54.     (W)     SCALED    
 JW1809* NAVD 88     -       246.842  (meters)     809.85   (feet)  ADJUSTED  
 JW1809  ___________________________________________________________________
 JW1809  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 JW1809  DYNAMIC HT  -         246.702 (meters)     809.39  (feet)  COMP
 JW1809  MODELED GRAV-     980,051.1   (mgal)                       NAVD 88
 JW1809
 JW1809  VERT ORDER  -  SECOND    CLASS I
 JW1809
 JW1809.The horizontal coordinates were scaled from a topographic map and have
 JW1809.an estimated accuracy of +/- 6 seconds.
 JW1809
 JW1809.The orthometric height was determined by differential leveling
 JW1809.and adjusted by the National Geodetic Survey in September 1994..
 JW1809
 JW1809.The geoid height was determined by GEOID03.
 JW1809
 JW1809.The dynamic height is computed by dividing the NAVD 88
 JW1809.geopotential number by the normal gravity value computed on the
 JW1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1809.degrees latitude (g = 980.6199 gals.).
 JW1809
 JW1809.The modeled gravity was interpolated from observed gravity values.
 JW1809
 JW1809;                    North         East    Units  Estimated Accuracy
 JW1809;SPC PA S     -    54,980.      414,620.      MT  (+/- 180 meters Scaled)
 JW1809
 JW1809                          SUPERSEDED SURVEY CONTROL
 JW1809
 JW1809.No superseded survey control is available for this station.
 JW1809
 JW1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE928070(NAD 83)
 JW1809_MARKER: DD = SURVEY DISK
 JW1809_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JW1809_SP_SET: FOUNDATION WALL
 JW1809_STAMPING: KM 12 1979
 JW1809_MARK LOGO: USE   
 JW1809_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1809+STABILITY: SURFACE MOTION
 JW1809
 JW1809  HISTORY     - Date     Condition        Report By
 JW1809  HISTORY     - 1979     MONUMENTED       USE
 JW1809  HISTORY     - 19890710 GOOD             HARTMN
 JW1809
 JW1809                          STATION DESCRIPTION
 JW1809
 JW1809'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1809'ON THE RIGHT BANK OF THE MONONGAHELA RIVER AT MILE 83.2, IN NICHOLSON
 JW1809'TOWNSHIP, ABOUT 3.8 MI (6.1 KM) SOUTH ALONG THE MONONGAHELA RAILROAD
 JW1809'FROM THE SOUTHEAST END OF THE ROUTE 21 HIGHWAY BRIDGE WHICH CROSSES
 JW1809'THE RIVER AT MASONTOWN, AT THE AREA LOCALLY KNOWN AS GENEVA SIDING,
 JW1809'ABOUT 100 FT (30.5 MT) NORTH OF JACOBS CREEK, A STANDARD USE BRASS
 JW1809'DISK SET IN THE TOP OF AN OLD CONCRETE FOUNDATION WALL, 23 FT
 JW1809'(7.0 MT) SOUTH OF THE CENTER OF A REDDOG TOWNSHIP ROAD, 111 FT
 JW1809'(33.8 MT) EAST OF THE CENTER OF THE RAILROAD TRACK, 123 FT (37.5 MT)
 JW1809'WEST OF THE CENTER OF HIGHWAY ROUTE 166.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2502 ***********************************************************************
 KX2502  DESIGNATION -  KM 4=MR 54 LA
 KX2502  PID         -  KX2502
 KX2502  STATE/COUNTY-  PA/WASHINGTON
 KX2502  USGS QUAD   -  CALIFORNIA (1979)
 KX2502
 KX2502                         *CURRENT SURVEY CONTROL
 KX2502  ___________________________________________________________________
 KX2502* NAD 83(1986)-  40 02 30.     (N)    079 53 26.     (W)     SCALED    
 KX2502* NAVD 88     -       237.897  (meters)     780.50   (feet)  ADJUSTED  
 KX2502  ___________________________________________________________________
 KX2502  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 KX2502  DYNAMIC HT  -         237.767 (meters)     780.07  (feet)  COMP
 KX2502  MODELED GRAV-     980,072.3   (mgal)                       NAVD 88
 KX2502
 KX2502  VERT ORDER  -  SECOND    CLASS I
 KX2502
 KX2502.The horizontal coordinates were scaled from a topographic map and have
 KX2502.an estimated accuracy of +/- 6 seconds.
 KX2502
 KX2502.The orthometric height was determined by differential leveling
 KX2502.and adjusted by the National Geodetic Survey in September 1994..
 KX2502
 KX2502.The geoid height was determined by GEOID03.
 KX2502
 KX2502.The dynamic height is computed by dividing the NAVD 88
 KX2502.geopotential number by the normal gravity value computed on the
 KX2502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX2502.degrees latitude (g = 980.6199 gals.).
 KX2502
 KX2502.The modeled gravity was interpolated from observed gravity values.
 KX2502
 KX2502;                    North         East    Units  Estimated Accuracy
 KX2502;SPC PA S     -    80,860.      417,340.      MT  (+/- 180 meters Scaled)
 KX2502
 KX2502                          SUPERSEDED SURVEY CONTROL
 KX2502
 KX2502.No superseded survey control is available for this station.
 KX2502
 KX2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE946329(NAD 83)
 KX2502_MARKER: DD = SURVEY DISK
 KX2502_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX2502_SP_SET: VERTICAL IN PILLAR BASE
 KX2502_STAMPING: KM 4 1979
 KX2502_MARK LOGO: USE   
 KX2502_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX2502
 KX2502  HISTORY     - Date     Condition        Report By
 KX2502  HISTORY     - 1979     MONUMENTED       USE
 KX2502  HISTORY     - 19890801 GOOD             HARTMN
 KX2502
 KX2502                          STATION DESCRIPTION
 KX2502
 KX2502'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 KX2502'THE STATION IS LOCATED ON THE LEFT BANK OF THE MONONGAHELA RIVER, AT
 KX2502'MILE 54.1, IN THE BOROUGH OF CALIFORNIA, ABOUT 0.9 MI (1.4 KM)
 KX2502'NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE WEST END OF THE
 KX2502'RAILROAD BRIDGE OVER THE MONONGAHELA RIVER AT WEST BROWNSVILLE
 KX2502'JUNCTION, ABOUT 400 FEET NORTHWEST OF LILLY RUN. THE STATION IS A
 KX2502'STANDARD USE BRASS DISK SET VERTICAL IN THE SOUTHWEST FACE OF THE
 KX2502'SOUTHEAST END OF THE BASE FOR TWO CONCRETE PILLARS FOR AN OVERHEAD
 KX2502'STEEL BRIDGE (NOW REMOVED). THE STATION IS ABOUT 2.5 FEET ABOVE THE
 KX2502'DIRT ROAD WHICH PARALLELS THE RAILROAD TRACKS. THE STATION IS STAMPED
 KX2502'KM-4 1979.  NOTE-THE PILLAR IS ALSO THE DESCRIBED LOCATION OF USCGS
 KX2502'BENCHMARK F 132 1941. THE CONCRETE IS BROKEN AND SPALLED, AND F 132
 KX2502'1941 WAS NOT RECOVERED AND IS BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2490 ***********************************************************************
 KX2490  DESIGNATION -  KM 7=MR 63 RA
 KX2490  PID         -  KX2490
 KX2490  STATE/COUNTY-  PA/FAYETTE
 KX2490  USGS QUAD   -  CALIFORNIA (1979)
 KX2490
 KX2490                         *CURRENT SURVEY CONTROL
 KX2490  ___________________________________________________________________
 KX2490* NAD 83(1986)-  40 00 10.     (N)    079 59 37.     (W)     SCALED    
 KX2490* NAVD 88     -       239.414  (meters)     785.48   (feet)  ADJUSTED  
 KX2490  ___________________________________________________________________
 KX2490  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 KX2490  DYNAMIC HT  -         239.278 (meters)     785.03  (feet)  COMP
 KX2490  MODELED GRAV-     980,052.6   (mgal)                       NAVD 88
 KX2490
 KX2490  VERT ORDER  -  SECOND    CLASS I
 KX2490
 KX2490.The horizontal coordinates were scaled from a topographic map and have
 KX2490.an estimated accuracy of +/- 6 seconds.
 KX2490
 KX2490.The orthometric height was determined by differential leveling
 KX2490.and adjusted by the National Geodetic Survey in September 1994..
 KX2490
 KX2490.The geoid height was determined by GEOID03.
 KX2490
 KX2490.The dynamic height is computed by dividing the NAVD 88
 KX2490.geopotential number by the normal gravity value computed on the
 KX2490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX2490.degrees latitude (g = 980.6199 gals.).
 KX2490
 KX2490.The modeled gravity was interpolated from observed gravity values.
 KX2490
 KX2490;                    North         East    Units  Estimated Accuracy
 KX2490;SPC PA S     -    76,770.      408,440.      MT  (+/- 180 meters Scaled)
 KX2490
 KX2490                          SUPERSEDED SURVEY CONTROL
 KX2490
 KX2490.No superseded survey control is available for this station.
 KX2490
 KX2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE859285(NAD 83)
 KX2490_MARKER: DD = SURVEY DISK
 KX2490_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KX2490_SP_SET: RAILROAD OVERPASS ABUTMENT
 KX2490_STAMPING: KM-7 1979
 KX2490_MARK LOGO: USE   
 KX2490_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX2490
 KX2490  HISTORY     - Date     Condition        Report By
 KX2490  HISTORY     - 1979     MONUMENTED       USE
 KX2490  HISTORY     - 19890713 GOOD             HARTMN
 KX2490
 KX2490                          STATION DESCRIPTION
 KX2490
 KX2490'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 KX2490'ON THE RIGHT BANK OF THE MONONGAHELA RIVER AT MILE 63.9, IN LUZERNE
 KX2490'TOWNSHIP, IN THE VILLAGE OF EAST FREDERICKTOWN, A STANDARD USE BRASS
 KX2490'DISK SET ON THE WEST END OF THE NORTH ABUTMENT OF THE RAILROAD
 KX2490'OVERPASS OVER THE ACCESS ROAD TO THE FREDERICKTOWN FERRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1793 ***********************************************************************
 JW1793  DESIGNATION -  KM 8=MR 65 RA
 JW1793  PID         -  JW1793
 JW1793  STATE/COUNTY-  PA/FAYETTE
 JW1793  USGS QUAD   -  CARMICHAELS (1988)
 JW1793
 JW1793                         *CURRENT SURVEY CONTROL
 JW1793  ___________________________________________________________________
 JW1793* NAD 83(1986)-  39 58 49.     (N)    079 59 40.     (W)     SCALED    
 JW1793* NAVD 88     -       239.369  (meters)     785.33   (feet)  ADJUSTED  
 JW1793  ___________________________________________________________________
 JW1793  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 JW1793  DYNAMIC HT  -         239.234 (meters)     784.89  (feet)  COMP
 JW1793  MODELED GRAV-     980,055.2   (mgal)                       NAVD 88
 JW1793
 JW1793  VERT ORDER  -  SECOND    CLASS I
 JW1793
 JW1793.The horizontal coordinates were scaled from a topographic map and have
 JW1793.an estimated accuracy of +/- 6 seconds.
 JW1793
 JW1793.The orthometric height was determined by differential leveling
 JW1793.and adjusted by the National Geodetic Survey in September 1994..
 JW1793
 JW1793.The geoid height was determined by GEOID03.
 JW1793
 JW1793.The dynamic height is computed by dividing the NAVD 88
 JW1793.geopotential number by the normal gravity value computed on the
 JW1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1793.degrees latitude (g = 980.6199 gals.).
 JW1793
 JW1793.The modeled gravity was interpolated from observed gravity values.
 JW1793
 JW1793;                    North         East    Units  Estimated Accuracy
 JW1793;SPC PA S     -    74,270.      408,310.      MT  (+/- 180 meters Scaled)
 JW1793
 JW1793                          SUPERSEDED SURVEY CONTROL
 JW1793
 JW1793.No superseded survey control is available for this station.
 JW1793
 JW1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE858260(NAD 83)
 JW1793_MARKER: DD = SURVEY DISK
 JW1793_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JW1793_SP_SET: DRAIN ENDWALL
 JW1793_STAMPING: KM-8 1979
 JW1793_MARK LOGO: USE   
 JW1793_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW1793
 JW1793  HISTORY     - Date     Condition        Report By
 JW1793  HISTORY     - 1979     MONUMENTED       USE
 JW1793  HISTORY     - 19891025 GOOD             HARTMN
 JW1793
 JW1793                          STATION DESCRIPTION
 JW1793
 JW1793'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1793'ON THE RIGHT BANK OF THE MONONGAHELA RIVER AT MILE 65.5, IN LUZERNE
 JW1793'TOWNSHIP, IN THE VILLAGE OF EAST MILLSBORO, ON THE NORTHWEST SIDE OF
 JW1793'THE MONONGAHELA RAILROAD, BETWEEN THE RAILROAD AND A TOWNSHIP ROAD,
 JW1793'ABOUT 150 FT (45.7 MT) SOUTHWEST FROM THE EAST MILLSBORO GRADE
 JW1793'CROSSING, A STANDARD USE BRASS DISK SET ON THE NORTHERLY END OF A
 JW1793'CONCRETE ENDWALL OF A DRAIN UNDER THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1795 ***********************************************************************
 JW1795  DESIGNATION -  KM 9=MR 70 RA
 JW1795  PID         -  JW1795
 JW1795  STATE/COUNTY-  PA/FAYETTE
 JW1795  USGS QUAD   -  CARMICHAELS (1988)
 JW1795
 JW1795                         *CURRENT SURVEY CONTROL
 JW1795  ___________________________________________________________________
 JW1795* NAD 83(1986)-  39 57 20.     (N)    079 57 25.     (W)     SCALED    
 JW1795* NAVD 88     -       241.408  (meters)     792.02   (feet)  ADJUSTED  
 JW1795  ___________________________________________________________________
 JW1795  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 JW1795  DYNAMIC HT  -         241.272 (meters)     791.57  (feet)  COMP
 JW1795  MODELED GRAV-     980,057.2   (mgal)                       NAVD 88
 JW1795
 JW1795  VERT ORDER  -  SECOND    CLASS I
 JW1795
 JW1795.The horizontal coordinates were scaled from a topographic map and have
 JW1795.an estimated accuracy of +/- 6 seconds.
 JW1795
 JW1795.The orthometric height was determined by differential leveling
 JW1795.and adjusted by the National Geodetic Survey in September 1994..
 JW1795
 JW1795.The geoid height was determined by GEOID03.
 JW1795
 JW1795.The dynamic height is computed by dividing the NAVD 88
 JW1795.geopotential number by the normal gravity value computed on the
 JW1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1795.degrees latitude (g = 980.6199 gals.).
 JW1795
 JW1795.The modeled gravity was interpolated from observed gravity values.
 JW1795
 JW1795;                    North         East    Units  Estimated Accuracy
 JW1795;SPC PA S     -    71,450.      411,440.      MT  (+/- 180 meters Scaled)
 JW1795
 JW1795                          SUPERSEDED SURVEY CONTROL
 JW1795
 JW1795.No superseded survey control is available for this station.
 JW1795
 JW1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE890233(NAD 83)
 JW1795_MARKER: DD = SURVEY DISK
 JW1795_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JW1795_SP_SET: ENDWALL
 JW1795_STAMPING: KM 9 1979
 JW1795_MARK LOGO: USE   
 JW1795_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW1795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW1795+STABILITY: SURFACE MOTION
 JW1795
 JW1795  HISTORY     - Date     Condition        Report By
 JW1795  HISTORY     - 1979     MONUMENTED       USE
 JW1795  HISTORY     - 19890817 GOOD             HARTMN
 JW1795
 JW1795                          STATION DESCRIPTION
 JW1795
 JW1795'DESCRIBED BY HARTMANN ASSOCIATES INCORPORATED 1989
 JW1795'ON THE RIGHT BANK OF THE MONONGAHELA RIVER AT MILE 70.7, IN LUZERNE
 JW1795'TOWNSHIP, ABOUT 8.2 MI (13.2 KM) NORTH ALONG THE MONONGAHELA RAILROAD
 JW1795'FROM THE SOUTHEAST END OF THE ROUTE 21 HIGHWAY BRIDGE WHICH CROSSES
 JW1795'THE RIVER AT MASONTOWN, ABOUT 0.7 MI (1.1 KM) WEST ALONG TOWNSHIP
 JW1795'ROAD FROM THE LUZERNE TOWNSHIP HIGH SCHOOL TO A GRADE CROSSING OF THE
 JW1795'MONONGAHELA RAILROAD AND THE ACCESS ROAD TO THE FORMER CRUCIBLE FERRY
 JW1795'LANDING.  IN THE SOUTH CORNER OF AN L SHAPED ENDWALL LOCATED IN THE
 JW1795'NORTHWEST QUADRANT OF THE INTERSECTION.  ABOUT LEVEL WITH THE TRACKS.
 JW1795'A STANDARD USE BRASS DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3011 ***********************************************************************
 KW3011  DESIGNATION -  KNAUERS
 KW3011  PID         -  KW3011
 KW3011  STATE/COUNTY-  PA/BERKS
 KW3011  USGS QUAD   -  SINKING SPRING (1987)
 KW3011
 KW3011                         *CURRENT SURVEY CONTROL
 KW3011  ___________________________________________________________________
 KW3011* NAD 83(1992)-  40 15 03.04433(N)    076 00 18.24838(W)     ADJUSTED  
 KW3011* NAVD 88     -       274.3    (meters)     900.     (feet)  GPS OBS   
 KW3011  ___________________________________________________________________
 KW3011  X           -   1,178,936.291 (meters)                     COMP
 KW3011  Y           -  -4,730,237.960 (meters)                     COMP
 KW3011  Z           -   4,099,437.922 (meters)                     COMP
 KW3011  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 KW3011  ELLIP HEIGHT-         239.66  (meters)          (08/10/01) GPS OBS
 KW3011  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 KW3011
 KW3011  HORZ ORDER  -  FIRST
 KW3011  ELLP ORDER  -  FOURTH    CLASS II
 KW3011
 KW3011.The horizontal coordinates were established by GPS observations
 KW3011.and adjusted by the National Geodetic Survey in August 1996..
 KW3011
 KW3011.The orthometric height was determined by GPS observations and a
 KW3011.high-resolution geoid model.
 KW3011
 KW3011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KW3011
 KW3011.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3011
 KW3011.The ellipsoidal height was determined by GPS observations
 KW3011.and is referenced to NAD 83.
 KW3011
 KW3011.The geoid height was determined by GEOID03.
 KW3011
 KW3011;                    North         East     Units Scale Factor Converg.
 KW3011;SPC PA S     -   103,342.212   748,444.942   MT  0.99996555   +1 07 55.6
 KW3011;SPC PA S     -   339,048.57  2,455,523.11   sFT  0.99996555   +1 07 55.6
 KW3011;UTM  18      - 4,456,083.685   414,521.634   MT  0.99968994   -0 38 58.0
 KW3011
 KW3011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3011!SPC PA S     -   0.99996241  x   0.99996555  =   0.99992796
 KW3011!UTM  18      -   0.99996241  x   0.99968994  =   0.99965236
 KW3011
 KW3011|---------------------------------------------------------------------|
 KW3011| PID    Reference Object                     Distance      Geod. Az  |
 KW3011|                                                           dddmmss.s |
 KW3011| AJ2530 KNAUERS RM 3                         11.272 METERS 00436     |
 KW3011| KV3835 WYOMISSING HILLS STANDPIPE          APPROX. 9.2 KM 0070508.0 |
 KW3011| AJ2527 KNAUERS AZ MK                                      0892336.2 |
 KW3011| AJ2528 KNAUERS RM 1                         47.695 METERS 12631     |
 KW3011| AJ2529 KNAUERS RM 2                         33.582 METERS 21704     |
 KW3011| AJ2531 KNAUERS RM 4                         61.183 METERS 26255     |
 KW3011| KW3010 WERNERSVILLE JESUIT MONASTERY       APPROX.11.3 KM 3295832.9 |
 KW3011|---------------------------------------------------------------------|
 KW3011
 KW3011                          SUPERSEDED SURVEY CONTROL
 KW3011
 KW3011  ELLIP H (08/26/96)  239.62   (m)                       GP(       ) 4 1
 KW3011  NAD 83(1986)-  40 15 03.03511(N)    076 00 18.25059(W) AD(       ) 2
 KW3011  NAD 27      -  40 15 02.70400(N)    076 00 19.47500(W) AD(       ) 2
 KW3011
 KW3011.Superseded values are not recommended for survey control.
 KW3011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3011.See file dsdata.txt to determine how the superseded data were derived.
 KW3011
 KW3011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK1452256084(NAD 83)
 KW3011_MARKER: DS = TRIANGULATION STATION DISK
 KW3011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3011_STAMPING: KNAUERS 1942
 KW3011_MARK LOGO: CGS   
 KW3011_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW3011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW3011+STABILITY: SURFACE MOTION
 KW3011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW3011+SATELLITE: SATELLITE OBSERVATIONS - May 26, 1993
 KW3011
 KW3011  HISTORY     - Date     Condition        Report By
 KW3011  HISTORY     - 1942     MONUMENTED       CGS
 KW3011  HISTORY     - 1958     GOOD             CGS
 KW3011  HISTORY     - 1972     GOOD             NGS
 KW3011  HISTORY     - 1975     GOOD             NGS
 KW3011  HISTORY     - 19930526 GOOD             ADRGS
 KW3011  HISTORY     - 19930526 GOOD             ADRGS
 KW3011  HISTORY     - 20000301 GOOD             PADT
 KW3011
 KW3011                          STATION DESCRIPTION
 KW3011
 KW3011'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW3011'THE STATION IS LOCATED ABOUT 0.5 MILE NW OF KNAUERS, ABOUT 6.5 MILES
 KW3011'SE OF WERNERSVILLE, AND ABOUT 4.2 MILES SSW OF SHILLINGTON ON
 KW3011'PROPERTY OWNED BY JOHNTON FISH AND GAME COMMISSION.  IT IS ON THE
 KW3011'HIGHEST PART OF THE HILL ABOUT 100 FEET N OF THE ROAD AND ABOUT 150
 KW3011'FEET E OF THE W BOUNDARY OF THE PROPERTY.  THE MARK PROJECTS ABOUT 5
 KW3011'INCHES AND IS STAMPED KNAUERS 1942.
 KW3011'
 KW3011'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS
 KW3011'SET IN CONCRETE.
 KW3011'
 KW3011'REFERENCE MARK NO. 1 IS SE OF THE STATION IN THE LINE OF HEDGE ROW
 KW3011'THAT RUNS ALONG THE N SIDE OF THE ROAD.  THE MARK PROJECTS ABOUT
 KW3011'8 INCHES.
 KW3011'
 KW3011'REFERENCE MARK NO. 2 IS SW OF THE STATION IN THE LINE OF HEDGE ROW
 KW3011'THAT RUNS ALONG THE N SIDE OF THE ROAD.  MARK PROJECTS 6
 KW3011'INCHES.
 KW3011'
 KW3011'THE AZIMUTH MARK IS ABOUT 0.3 MILE E OF THE STATION ON THE SIDE OF
 KW3011'THE HILL WHERE THE ROAD TURNS W TO THE STATION.  IT IS 21 FEET NE
 KW3011'OF THE CENTER LINE OF THE ROAD, 15 FEET S OF THE CORNER OF THE HEDGE
 KW3011'ROW.  THE MARK PROJECTS ABOUT 8 INCHES.
 KW3011'
 KW3011'ALL MARKS ARE STAMPED WITH THEIR RESPECTIVE NUMBERS AND THE NAME AND
 KW3011'DATE OF THE STATION.
 KW3011'
 KW3011'THE STATION IS REACHED FROM THE ATLANTIC WHITE FLASH SERVICE STATION
 KW3011'AT THE CROSSROADS IN KNAUERS BY GOING NE ON STATE ROUTE 73 FOR 0.1
 KW3011'MILE TO GRAVEL FORK LEFT, TAKE THE GRAVEL FORK N AND GO 0.5 MILE TO
 KW3011'FORKS, TAKE LEFT FORK W AND GO 0.3 MILE, TURN RIGHT, N, INTO GRASS
 KW3011'FIELD THEN RIGHT, E, FOR 50 PACES TO TRIANGULAR BLAZE ON CEDAR TREE
 KW3011'IN FENCE ROW, CONTINUE TO THE TOP OF HILL AND STATION.
 KW3011'
 KW3011'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 KW3011
 KW3011                          STATION RECOVERY (1958)
 KW3011
 KW3011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WER)
 KW3011'THE STATION MARK, REFERENCE MARKS NUMBERS 1 AND 2 AND THE AZIMUTH
 KW3011'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION. TWO NEW
 KW3011'REFERENCE MARKS NUMBERS 3 AND 4 WERE SET.  THE DESCRIPTION AND ROUTE
 KW3011'TO REACH THE STATION IS ADEQUATE FOR RECOVERY.
 KW3011'
 KW3011'DESCRIPTION OF MARKS 3 AND 4 ARE AS FOLLOWS-
 KW3011'
 KW3011'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED KNAUERS NO 3 1942, IS
 KW3011'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 KW3011'228 FEET EAST OF THE WEST BOUNDARY LINE OF THE JOHNTON FISH AND GAME
 KW3011'COMMISSION PROPERTY AND 140 FEET NORTH OF THE ROAD RIGHT-OF-WAY.
 KW3011'
 KW3011'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED KNAUERS NO 4 1942, IS
 KW3011'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 KW3011'90 FEET NORTH OF THE ROAD RIGHT-OF-WAY AND 9 FEET EAST OF THE WEST
 KW3011'BOUNDARY LINE OF THE JOHNTON FISH AND GAME COMMISSION PROPERTY.
 KW3011'
 KW3011'NOTE- DUE TO ROAD CONSTRUCTION FOR WIDENING THE RIGHT-OF-WAY,
 KW3011'REFERENCE MARKS NUMBERS 1 AND 2 WERE DESTROYED MAY 15, 1958.
 KW3011'
 KW3011'OBSERVATIONS WERE MADE FROM A 4 FT. TRIPOD.
 KW3011
 KW3011                          STATION RECOVERY (1972)
 KW3011
 KW3011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 KW3011'THE STATION, AZIMUTH MARK, REFERENCE MARK NO. 3 AND REFERENCE MARK
 KW3011'NO. 4 WERE ALL RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK
 KW3011'WILL NOT SEE TO STATION BECAUSE OF NEW TREE GROWTH.  REFERENCE MARK
 KW3011'NO. 4 IS IN THE WAY OF NEW DEVELOPMENT OF LAND.  IT WAS DESTROYED
 KW3011'AFTER A NEW REFERENCE MARK NO. 5 WAS SET.  A NEW AZIMUTH MARK NO. 2
 KW3011'WAS ESTABLISHED FOR THIS STATION.  A COMPLETE AND NEW DESCRIPTION
 KW3011'FOLLOWS-
 KW3011'
 KW3011'THE STATION IS LOCATED ON AN EAST-WEST RIDGE IN OPEN FIELD, ABOUT 120
 KW3011'FEET NORTH OF BLIMLINE ROAD, 0.5 MILE NORTH- NORTHWEST OF THE
 KW3011'VILLAGE OF KNAUERS, 2.5 MILES EAST OF ADAMSTOWN, 4.2 MILES
 KW3011'SOUTH-SOUTHWEST OF SHILLINGTON, AND 6.5 MILES SOUTHEAST OF
 KW3011'WERNERSVILLE.  THE MARK PROJECTS 2-INCHES AND THE DISK IS STAMPED,
 KW3011'KNAUERS 1942.
 KW3011'
 KW3011'REFERENCE MARK NO. 3 IS A C AND GS REFERENCE MARK DISK SET IN THE TOP
 KW3011'OF A SQUARE CONCRETE POST THAT PROJECTS 3-INCHES ABOVE THE GROUND.
 KW3011'IT IS ON THE NORTH SLOPE OF RIDGE, 140 FEET NORTH OF THE NORTH
 KW3011'RIGHT-OF-WAY LINE OF ROAD, 37.5 FEET NORTH OF A METAL WITNESS SIGN
 KW3011'AND POST.  THE DISK IS STAMPED, KNAUERS NO 3 1942.
 KW3011'
 KW3011'REFERENCE MARK NO. 5 IS A C AND GS REFERENCE MARK DISK SET IN THE TOP
 KW3011'OF A ROUND CONCRETE POST THAT PROJECTS 3-INCHES.  IT IS ON CREST OF
 KW3011'RIDGE ABOUT 110 FEET NORTH OF THE NORTH ROAD RIGHT-OF-WAY, 20.5 FEET
 KW3011'EAST OF A METAL WITNESS SIGN AND POST, AND THE DISK IS STAMPED
 KW3011'KNAUERS 1942 NO 5 1972.
 KW3011'
 KW3011'THE ORIGINAL AZIMUTH MARK WAS NOT DESTROYED AND CAN EASILY BE
 KW3011'RECOVERED FROM THE OIGINAL DESCRIPTION.  AZIMUTH MARK NO.  2 IS 0.2
 KW3011'MILE SOUTHWEST OF THE INTERSECTION OF STATE HIGHWAYS NO. 568 AND NO.
 KW3011'625 IN KNAUERS, 96 FEET SOUTHWEST OF THE CENTER OF INTERSECTION OF
 KW3011'HIGHWAY AND GRAVELED FARM ROAD TO THE WEST, 49 FEET SOUTHWEST OF THE
 KW3011'SOUTHWEST END OF A CONCRETE CULVERT HEADWALL, 25 FEET
 KW3011'SOUTHEAST OF THE CENTER-LINE OF STATE HIGHWAY 625, 16 FEET EAST OF
 KW3011'THE CENTER OF THE WEST DRIVEWAY, 11 FEET WEST OF THE CENTER OF THE
 KW3011'EAST DRIVEWAY, 6 FEET NORTH OF A 16-INCH OAK TREE, AND 2 FEET EAST OF
 KW3011'POWERLINE POLE NO. ME CV 38.  A C AND GS AZIMUTH MARK DISK SET IN
 KW3011'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS NEAR THE CENTER OF A
 KW3011'TRIANGLE FORMED BY THE HIGHWAY AND TWO DRIVEWAYS.  IT PROJECTS ABOUT
 KW3011'1-INCH AND THE DISK IS STAMPED, KNAUERS 1942 NO 2 1972.
 KW3011'
 KW3011'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 222 AND STATE HIGHWAY
 KW3011'NO. 568, JUST NORTH OF ADAMSTOWN, GO EAST ON STATE HIGHWAY 568 FOR
 KW3011'2.2 MILES TO A CROSSROAD AND JUNCTION WITH STATE HIGHWAY 625 (AZ. MK.
 KW3011'NO. 2 0.2 MILE TO RIGHT), TURN LEFT AND GO NORTHEAST ON STATE
 KW3011'HIGHWAY NO. 625 FOR 0.2 MILE TO A FORK, KEEP LEFT FORK ON
 KW3011'GLOUGLERSVILLE ROAD AND GO NORTH AND NORTHEAST FOR 0.15 MILE TO
 KW3011'A REVERSE Y-FORK, BEAR LEFT AND CONTINUE AHEAD, NORTH, FOR 0.15 MILE
 KW3011'TO THE ORIGINAL AZIMUTH MARK ON THE RIGHT IN NORTHEAST CORNER
 KW3011'OF LAWN.  CONTINUE AHEAD NORTH FOR 0.1 MILE TO A T-INTERSECTION,
 KW3011'TURN LEFT AND GO WESTERLY ON BLIMLINE ROAD FOR 0.3 MILE TO THE
 KW3011'STATION ON TOP OF RIDGE IN OPEN FIELD ON RIGHT.
 KW3011'
 KW3011'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 0.5 MILE NORTHWEST,
 KW3011'KNAUERS
 KW3011
 KW3011                          STATION RECOVERY (1975)
 KW3011
 KW3011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KW3011'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 KW3011'AS DESCRIBED IN 1972.  THE DISTANCE AND DIRECTION TO ALL MARKS WERE
 KW3011'WITHIN CLOSE AGREEMENT WITH THE 1972 OBSERVATIONS.  BOTH THE
 KW3011'AZIMUTH MARK ESTABLISHED IN 1942 AND THE ONE ESTABLISHED IN 1972
 KW3011'WERE RECOVERED.  THE ONE ESTABLISHED IN 1942 STILL REMAINS
 KW3011'OBSTRUCTED AS STATED IN 1972.
 KW3011'
 KW3011'A POLARIS AZIMUTH WAS OBSERVED AT THIS DATE INORDER TO ESTBLISH AN
 KW3011'AZIMUTH TO THE AZIMUTH MARK SET IN 1972.
 KW3011'
 KW3011'THE 1972 DESCRIPTION IS ADEQUATE.
 KW3011'
 KW3011'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILES NORTH
 KW3011'OF KNAUERS.
 KW3011
 KW3011                          STATION RECOVERY (1993)
 KW3011
 KW3011'RECOVERY NOTE BY ADR GEODETIC SERVICES 1993 (BAW)
 KW3011'RECOVERED AS DESCRIBED.
 KW3011
 KW3011                          STATION RECOVERY (1993)
 KW3011
 KW3011'RECOVERY NOTE BY ADR GEODETIC SERVICES 1993 (CLN)
 KW3011'THE STATION MARK, REFERENCE MARK THREE, THE ORIGINAL AZIMUTH MARK
 KW3011'ALONG WITH THE NEW AZIMUTH MARK TWO WERE RECOVERED AND FOUND IN GOOD
 KW3011'CONDITION.  REFERENCE MARK FIVE WAS FOUND DESTROYED.  THE ORIGINAL
 KW3011'AZIMUTH MARK REMAINS UNCHANGED AND IS STILL OBSTRUCTED FROM THE
 KW3011'STATION.  THE AZIMUTH MARK TWO REQUIRED RELOCATION.  A NEW AZIMUTH
 KW3011'MARK THREE AND A NEW REFERENCE MARK SIX WAS ESTABLISHED.  THE DISTANCE
 KW3011'TO REFERENCE MARK THREE ALONG WITH THE ANGLE FROM THE AZIMUTH MARK TWO
 KW3011'TO REFERENCE MARK THREE WERE WITHIN CLOSE AGREEMENT WITH THE MOST
 KW3011'RECENT INFORMATION AVAILABLE.  A COMPLETE NEW DESCRIPTION OF THE
 KW3011'STATION FOLLOWS.
 KW3011' 
 KW3011'THE STATION IS LOCATED 6.75 KM (4.20 MI) SOUTH SOUTHWEST FROM
 KW3011'SHILLINGTON, 4 KM (2.50 MI) EAST FROM ADAMTOWA AND 0.75 KM (0.45 MI)
 KW3011'NORTH NORTHWEST FROM THE SMALL VILLAGE OF KNAVERS.  TO REACH THE
 KW3011'STATION FROM THE INTERSECTION OF US HIGHWAY 222 AND STATE HIGHWAY 568
 KW3011'WHICH IS IN THE NORTH PART OF ADAMSTOWN, GO EAST ON STATE HIGHWAY 568
 KW3011'FOR 3.5 KM (2.15 MI) TO A CROSSROADS AT THE INTERSECTION OF STATE
 KW3011'HIGHWAYS 568 AND 625 IN KNAVERS.  TURN LEFT AND GO NORTH ON STATE
 KW3011'HIGHWAY 625 FOR 0.25 KM (0.15 MI) TO A SIDE ROAD LEFT.  BEAR LEFT AND
 KW3011'FOLLOW GLOUGLERSVILLE ROAD NORTHWEST FOR 0.3 MI (0.5 KM) TO A REVERSE
 KW3011'Y-FORK.  KEEP LEFT AND CONTINUE NORTHWEST ON GLOUGLERSVILLE ROAD FOR
 KW3011'0.25 KM (0.15 MI) TO A FORK AND THE ORIGINAL AZIMUTH MARK ON THE
 KW3011'RIGHT.  BEAR LEFT AND CONTINUE WESTERLY ON GLOUGLERSVILLE ROAD FOR
 KW3011'0.15 KM (0.10 MI) TO A FORK.  BEAR LEFT AND GO WEST ON BLIMLINE ROAD
 KW3011'FOR 0.3 KM (0.20 MI) TO A CUT ON THE RIGHT AND A FIELD ROAD ON THE
 KW3011'RIGHT AND THE STATION ATOP THE HILL ON THE RIGHT, NORTH SIDE OF THE
 KW3011'ROAD.
 KW3011' 
 KW3011'STAMPED--KNAVERS 1942--, SET INTO THE TOP OF A SQUARE CONCRETE
 KW3011'MONUMENT 12 INCHES (30 CM) IN DIAMETER, PROJECTING 2 INCHES (5 CM)
 KW3011'ABOVE THE GROUND. LOCATED 117.0 FT (35.7 M) N FROM THE CENTER OF
 KW3011'BLIMLINE ROAD, 2.1 FT (0.6 M) E FROM A WITNESS POST, 16.9 FT (5.2 M)
 KW3011'SW FROM A 6-INCH TREE, 8.0 FT (2.4 M) S FROM THE CENTER OF A TRAIL,
 KW3011'AND 9.5 FT (2.9 M) E FROM THE CENTER OF THE FIELD ROAD.
 KW3011' 
 KW3011'REFERENCE MARK NO 3 IS A STANDARD CGS DISK STAMPED--KNAVERS NO 3 1942,
 KW3011'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 KW3011'DIAMETER, PROJECTING 3 INCHES (8 CM) ABOVE THE GROUND.  LOCATED 154.0
 KW3011'FEET, 46.9 METERS NORTH FROM THE CENTER OF THE PAVED ROAD.  29.0 FEET,
 KW3011'8.8 METERS NORTH FROM THE CENTER OF THE TRAIL.  25.0 FEET, 7.6 METERS
 KW3011'NORTH NORTHWEST FROM A 6 INCH TREE AND 37.6 FEET, 11.5 METERS NORTH
 KW3011'FROM THE WITNESS POST AND 4 FEET LOWER THAN THE STATION.
 KW3011' 
 KW3011'REFERENCE MARK NO 6 IS A STANDARD NGS DISK STAMPED--KNAVERS 1942 NO 6
 KW3011'1984 SET INTO THE TOP OF A ROUND CONRETE MONUMENT 10 INCHES 25 CM IN
 KW3011'DIAMETER, PROJECTING 2 INCHES 5 CM ABOVE THE GROUND.  LOCATED 116.0
 KW3011'FEET, 35.4 METERS NORTH FROM THE CENTER OF THE PAVED ROAD.  28.9 FEET,
 KW3011'8.5 METERS EAST FROM THE CENTER OF THE FIELD ROAD.  30.1 FEET, 9.2
 KW3011'METERS EAST FROM A WITNESS POST AND 4.0 FEET, 1.25 METERS SOUTH FROM
 KW3011'THE CENTER OF A DIM TRAIL.
 KW3011' 
 KW3011'AZIMUTH MARK NO 6 IS A STANDARD NGS AZIMUTH DISK STAMPED--KNAVERS 1942
 KW3011'NO 3 1984--, CEMENTED IN A DRILL HOLE IN THE WEST CORNER OF THE
 KW3011'HEADWALL.  IT IS 15.3 M (50.2 FT) NORTHEAST FROM A WITNESS POST, 15.1
 KW3011'M (49.5 FT) NORTHEAST FROM A POWERLINE POLE NUMBERED CV38, 5.6 M (18.4
 KW3011'FT) SOUTHEAST FROM THE CENTER OF STATE HIGHWAY 625 AND 27.6 M (90.6
 KW3011'FT) NORTHEAST FROM THE CENTER OF MIFFLIN DRIVE. THE STATION IS LOCATED
 KW3011'4 KM (2.50 MI) EAST FROM ADAMSTOWN, 10.5 KM (6.50 MI) SOUTHEAST FROM
 KW3011'WERNERSVILLE AND 0.25 KM (0.15 MI) SOUTH FROM KNAVERS.  OWNERSHIP-
 KW3011'ROAD RIGHT-OF-WAY.  TO REACH FROM THE CENTER OF KNAVERS AT THE
 KW3011'INTERSECTION OF STATE HIGHWAYS 568 AND 625, GO SOUTH ON STATE HIGHWAY
 KW3011'625 FOR 0.3 KM (0.20 MI) TO THE STATION ON THE LEFT, IN THE WEST
 KW3011'CORNER OF A HEADWALL.
 KW3011
 KW3011                          STATION RECOVERY (2000)
 KW3011
 KW3011'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 KW3011'STATION RECOVERED AS DESCRIBED.  RM 3 AND RM 6 WERE RECOVERED. AZIMUTH
 KW3011'MARK 3 WAS RECOVERED BUT IS SCHEDULED TO BE REMOVED 3/2000 -INLET IS
 KW3011'BEING REPLACED-.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1936 ***********************************************************************
 LZ1936  DESIGNATION -  KNOB
 LZ1936  PID         -  LZ1936
 LZ1936  STATE/COUNTY-  PA/SULLIVAN
 LZ1936  USGS QUAD   -  HILLSGROVE (1995)
 LZ1936
 LZ1936                         *CURRENT SURVEY CONTROL
 LZ1936  ___________________________________________________________________
 LZ1936* NAD 83(1992)-  41 26 25.75015(N)    076 40 23.82458(W)     ADJUSTED  
 LZ1936* NAVD 88     -       618.     (meters)    2028.     (feet)  SCALED    
 LZ1936  ___________________________________________________________________
 LZ1936  LAPLACE CORR-           5.60  (seconds)                    DEFLEC99
 LZ1936  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 LZ1936
 LZ1936  HORZ ORDER  -  SECOND
 LZ1936
 LZ1936.The horizontal coordinates were established by classical geodetic methods
 LZ1936.and adjusted by the National Geodetic Survey in June 2002..
 LZ1936
 LZ1936.The orthometric height was scaled from a topographic map.
 LZ1936
 LZ1936.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1936
 LZ1936.The geoid height was determined by GEOID03.
 LZ1936
 LZ1936;                    North         East     Units Scale Factor Converg.
 LZ1936;SPC PA N     -   142,021.938   689,977.673   MT  0.99995692   +0 42 44.2
 LZ1936;SPC PA N     -   465,950.31  2,263,701.75   sFT  0.99995692   +0 42 44.2
 LZ1936;UTM  18      - 4,589,008.233   360,212.747   MT  0.99984048   -1 06 27.5
 LZ1936
 LZ1936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1936!SPC PA N     -   0.99990819  x   0.99995692  =   0.99986512
 LZ1936!UTM  18      -   0.99990819  x   0.99984048  =   0.99974869
 LZ1936
 LZ1936|---------------------------------------------------------------------|
 LZ1936| PID    Reference Object                     Distance      Geod. Az  |
 LZ1936|                                                           dddmmss.s |
 LZ1936| CF3170 KNOB RM 1                             8.778 METERS 05517     |
 LZ1936| LZ1920 EAGLE                               APPROX. 7.2 KM 1135138.2 |
 LZ1936| CF3171 KNOB RM 2                            10.516 METERS 30021     |
 LZ1936|---------------------------------------------------------------------|
 LZ1936
 LZ1936                          SUPERSEDED SURVEY CONTROL
 LZ1936
 LZ1936  NAD 83(1986)-  41 26 25.74843(N)    076 40 23.82288(W) AD(       ) 2
 LZ1936  NAD 27      -  41 26 25.47240(N)    076 40 24.98230(W) AD(       ) 2
 LZ1936
 LZ1936.Superseded values are not recommended for survey control.
 LZ1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1936.See file dsdata.txt to determine how the superseded data were derived.
 LZ1936
 LZ1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL6021389008(NAD 83)
 LZ1936_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1936
 LZ1936  HISTORY     - Date     Condition        Report By
 LZ1936  HISTORY     - 1958     MONUMENTED       CGS
 LZ1936
 LZ1936                          STATION DESCRIPTION
 LZ1936
 LZ1936'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WER)
 LZ1936'THE STATION IS APPROXIMATELY 5.5 MILES WEST-NORTHWEST OF EAGLES MERE,
 LZ1936'ABOUT 0.75 MILE SOUTHEAST OF LOYALSOCK CREEK, ON HIGH TIMBERED
 LZ1936'RIDGE KNOWN AS HIGH KNOB WHICH IS AN OVERLOOK FOR TOURISTS, AND IS ON
 LZ1936'PROPERTY OWNED BY THE STATE.
 LZ1936'
 LZ1936'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 220 AND STATE
 LZ1936'HIGHWAY 42 IN MUNCY VALLEY, GO NORTHERLY ON HIGHWAY 42 FOR
 LZ1936'4.25 MILES TO A SIDE ROAD LEFT AND A SIGN EAGLES MERE 2 FORKVILLE.
 LZ1936'TURN LEFT AND GO 2.8 MILES TO A BLACKTOP SIDE ROAD LEFT, AND A
 LZ1936'SIGN HIGH KNOB OVERLOOK 4 MILES.  TURN LEFT AND FOLLOW THE BLACKTOP
 LZ1936'ROAD FOR 4.1 MILES TO HIGH KNOB OVERLOOK AT TOP OF HILL AND
 LZ1936'STATION ON THE RIGHT.
 LZ1936'
 LZ1936'STATION MARKS ARE STANDARD DISKS STAMPED KNOB 1958, THE SURFACE DISK
 LZ1936'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 45
 LZ1936'FEET NORTH OF THE CENTER OF BLACKTOP ROAD, 32 FEET SOUTH OF A 10-INCH
 LZ1936'OAK TREE WITH A TRIANGLE BLAZE AND 21 FEET EAST OF A 6-INCH OAK
 LZ1936'TREE WITH A TRIANGLE BLAZE.  A STANDARD WITNESS POST WAS SET 4 FEET
 LZ1936'NORTH OF THE MARK.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 LZ1936'OF CONCRETE 28 INCHES BELOW THE SURFACE OF THE GROUND.
 LZ1936'
 LZ1936'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED KNOB NO 1 1958, IS SET
 LZ1936'IN A DRILL HOLE IN A FOUR BY SIX FOOT BOULDER WHICH PROJECTS 18
 LZ1936'INCHES.  IT IS 62 FEET NORTH OF THE CENTER OF BLACKTOP ROAD AND 37
 LZ1936'FEET EAST OF A 10-INCH OAK TREE WITH A TRIANGLE BLAZE.
 LZ1936'
 LZ1936'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KNOB NO 2 1958, IS SET
 LZ1936'IN A DRILL HOLE IN A THREE BY FOUR FOOT BOULDER WHICH PROJECTS 8
 LZ1936'INCHES.  IT IS 60 FEET NORTH OF CENTER OF BLACKTOP ROAD AND 23 FEET
 LZ1936'SOUTHWEST OF A 10-INCH OAK TREE WITH A TRIANGLE BLAZE.
 LZ1936'
 LZ1936'NOTE- NO AZIMUTH MARK WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3865 ***********************************************************************
 KV3865  DESIGNATION -  KNOB RESET
 KV3865  PID         -  KV3865
 KV3865  STATE/COUNTY-  PA/CARBON
 KV3865  USGS QUAD   -  WEATHERLY (1976)
 KV3865
 KV3865                         *CURRENT SURVEY CONTROL
 KV3865  ___________________________________________________________________
 KV3865* NAD 83(1992)-  40 53 44.12862(N)    075 49 44.36096(W)     ADJUSTED  
 KV3865* NAVD 88     -       549.     (meters)    1801.     (feet)  SCALED    
 KV3865  ___________________________________________________________________
 KV3865  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 KV3865  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 KV3865
 KV3865  HORZ ORDER  -  FIRST
 KV3865
 KV3865.The horizontal coordinates were established by classical geodetic methods
 KV3865.and adjusted by the National Geodetic Survey in June 2002..
 KV3865
 KV3865.The orthometric height was scaled from a topographic map.
 KV3865
 KV3865.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3865
 KV3865.The geoid height was determined by GEOID03.
 KV3865
 KV3865;                    North         East     Units Scale Factor Converg.
 KV3865;SPC PA N     -    82,745.150   761,865.791   MT  0.99999804   +1 16 15.0
 KV3865;SPC PA N     -   271,473.05  2,499,554.68   sFT  0.99999804   +1 16 15.0
 KV3865;SPC PA S     -   175,230.035   761,864.931   MT  0.99998960   +1 14 46.8
 KV3865;SPC PA S     -   574,900.54  2,499,551.86   sFT  0.99998960   +1 14 46.8
 KV3865;UTM  18      - 4,527,497.546   430,170.487   MT  0.99966001   -0 32 33.9
 KV3865
 KV3865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3865!SPC PA N     -   0.99991912  x   0.99999804  =   0.99991716
 KV3865!SPC PA S     -   0.99991912  x   0.99998960  =   0.99990872
 KV3865!UTM  18      -   0.99991912  x   0.99966001  =   0.99957915
 KV3865
 KV3865|---------------------------------------------------------------------|
 KV3865| PID    Reference Object                     Distance      Geod. Az  |
 KV3865|                                                           dddmmss.s |
 KV3865| KV3868 BROAD                                11.444 METERS 07755     |
 KV3865| CB3647 BROAD RM 2                                         13108     |
 KV3865| KV3866 BROAD RM 3                           16.198 METERS 15612     |
 KV3865| KW2967 BEARS HEAD RESET                    APPROX.21.7 KM 2564259.7 |
 KV3865|---------------------------------------------------------------------|
 KV3865
 KV3865                          SUPERSEDED SURVEY CONTROL
 KV3865
 KV3865  NAD 83(1986)-  40 53 44.12828(N)    075 49 44.36341(W) AD(       ) 1
 KV3865  NAD 27      -  40 53 43.79608(N)    075 49 45.66411(W) AD(       ) 1
 KV3865
 KV3865.Superseded values are not recommended for survey control.
 KV3865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3865.See file dsdata.txt to determine how the superseded data were derived.
 KV3865
 KV3865_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL3017027498(NAD 83)
 KV3865_MARKER: H = DRILL HOLE
 KV3865_SETTING: 80 = SET IN A BOULDER
 KV3865_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KV3865
 KV3865  HISTORY     - Date     Condition        Report By
 KV3865  HISTORY     - 1885     MONUMENTED       CGS
 KV3865  HISTORY     - 1929     MARK NOT FOUND   CGS
 KV3865  HISTORY     - 1969     SEE DESCRIPTION  CGS
 KV3865
 KV3865                          STATION DESCRIPTION
 KV3865
 KV3865'DESCRIBED BY COAST AND GEODETIC SURVEY 1885 (MM)
 KV3865'STATION IS LOCATED ON BROAD MOUNTAIN, ABOUT 2 MILES S OF HUDSONDALE,
 KV3865'A SMALL STATION ON THE MAHANOY DIVISION OF THE LEHIGH VALLEY
 KV3865'RAILROAD, ABOUT 6 MILES NW OF MAUCH CHUNK AND 2 MILES N OF
 KV3865'NESQUAHONING.  THE PART OF THE MOUNTAIN ON WHICH THE STATION IS
 KV3865'LOCATED, IS KNOWN BY THE NAME OF THE KNOB OR BROAD KNOB.  IT IS ON
 KV3865'THE HIGHEST POINT.
 KV3865'
 KV3865'STATION IS MARKED BY A BEER BOTTLE BURIED BASE UPWARD ABOUT 2-1/2
 KV3865'FEET BELOW THE SURFACE.  OVER THIS IS 3 INCHES OF EARTH AND A
 KV3865'PIECE OF BOARD 4-BY 4- BY 1-INCH THICK, OVER THIS IS A FLAT STONE 30
 KV3865'BY 20 BY 3 INCHES IN THE UPPER SURFACE OF WHICH IS DRILLED A
 KV3865'1/2-INCH HOLE AND 1-1/2 INCHES DEEP.  THE CENTER OF THE HOLE MARKS
 KV3865'THE CENTER OF THE STATION.  THE FLAT STONE IS SO FIRMLY EMBEDDED AND
 KV3865'WEDGED ABOUT ON ITS SIDES AND TOP WITH ROCK THAT IT WILL NEVER BE
 KV3865'NECESSARY TO MOVE IT, IF THE HOLE IN ITS UPPER SURFACE CAN BE
 KV3865'FOUND.  ON THIS STONE IS SET A MONUMENT 4 FEET LONG WITH ITS TOP
 KV3865'ABOUT 6 BY 6 INCHES.  ON THE N SIDE OF THE MONUMENT ARE CUT THE
 KV3865'LETTERS U.S. AND ON THE S SIDE THE LETTER K, ON THE TOP OF THE
 KV3865'MONUMENT CROSS LINES ARE CUT, THE INTERSECTION OF WHICH ALSO MARKS
 KV3865'THE CENTER OF STATION.  A MOUND OF EARTH AND STONES IS BUILT UP
 KV3865'AROUND THE MONUMENT.
 KV3865'
 KV3865'A CAIRN OF STONES 6 FEET IN DIAMETER AT BASE AND NEARLY 4 FEET HIGH
 KV3865'IS BUILT 55 FEET NORTHWARD OF STATION.  FROM THIS CAIRN STATION
 KV3865'BEARS S 13 DEGREES E.  IN CENTER OF CAIRN IS A POST WHOSE CENTER IS
 KV3865'55 FEET 1 INCH FROM STATION.  THE TREE USED AS A SIGNAL BY PROF.
 KV3865'HAUPT IN 1880 BEARS N 15 DEGREES W FROM STATION, DISTANCE FROM
 KV3865'STATION TO N SIDE OF TREE IS 97 FEET 9 INCHES.  TREE IS 5 FEET 4
 KV3865'INCHES IN CIRCUMFERENCE.  WAS CUT IN JULY 1885.  OVER THE STATION IS
 KV3865'A TRIPOD AND SCAFFOLD ABOUT 25 FEET HIGH.
 KV3865'
 KV3865'STATION IS BEST REACHED BY WAY OF THE LEHIGH VALLEY RAILROAD TO
 KV3865'HUDSONDALE.  FROM DEPOT TO VICTORS IS 1/8 MILE.  FROM VICTORS TO
 KV3865'TOP OF BROAD MOUNTAIN IS ABOUT 2 MILES.  FROM TOP FOLLOW TO RIGHT AN
 KV3865'OLD WOOD ROAD FOR ABOUT 1/4 MILE.  THEN A PATH IS CUT THROUGH THE
 KV3865'BUSHES FOR ABOUT 3/4 MILE WHICH LEADS DIRECTLY TO THE STATION.
 KV3865
 KV3865                          STATION RECOVERY (1929)
 KV3865
 KV3865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (CMT)
 KV3865'STATION WAS SEARCHED FOR BUT COULD NOT BE FOUND.  SEARCH WAS MADE ON
 KV3865'THE SAME HILL ON WHICH THE NEW STATION BROAD IS LOCATED, A
 KV3865'SYSTEMATIC SEARCH HAVING BEEN MADE BUT THE OLD STATION COULD NOT BE
 KV3865'RECOVERED.  HOWEVER, THERE IS A POSSIBILITY THAT IT STILL
 KV3865'EXISTS, BEING HIDDEN BY THE BRUSH, AND A FURTHER AND MORE DETAILED
 KV3865'SEARCH MAY BE SUCCESSFULLY MADE FOR THIS STATION.
 KV3865'
 KV3865'NEW STATION BROAD WAS ESTABLISHED.
 KV3865
 KV3865                          STATION RECOVERY (1969)
 KV3865
 KV3865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 KV3865'THE SURFACE MARK WAS NOT RECOVERED.  THE BEER BOTTLE USED FOR THE
 KV3865'UNDERGROUND MARK WAS RECOVERED BY INVERSE WAS FOUND IN GOOD
 KV3865'CONDITION.  THE BOTTLE WAS REMOVED AND A NEW SURFACE MARK AND
 KV3865'UNDERGROUND MARK WAS SET, HOLDING THE EXACT POSITION.
 KV3865'TRIANGULATION STATION BROAD 1929, REFERENCE MARKS 2 AND 3 WERE USED
 KV3865'AS REFERENCE MARKS FOR THIS STATION.  THE IMMEDIATE AREA HAS BEEN
 KV3865'CLEARED FOR A NEW LOOKOUT TOWER.  A NEW DESCRIPTION FOLLOWS.
 KV3865'
 KV3865'THE STATION IS 7 MILES NORTHWEST OF LEHIGHTON, 3/4 MILE WEST OF STATE
 KV3865'HIGHWAY 93, ON THE SUMMIT OF BROAD MOUNTAIN, AT THE SITE OF THE
 KV3865'BROAD MOUNTAIN LOOKOUT TOWER.
 KV3865'
 KV3865'TO REACH THE STATION FROM THE NESQUEHONING POST OFFICE, GO EAST ON
 KV3865'U.S. HIGHWAY 209 FOR 1.5 MILES TO STATE HIGHWAY 93 ON THE LEFT.  TURN
 KV3865'LEFT AND GO NORTHWEST ON HIGHWAY 93 FOR 3.4 MILES TO A ROAD LEFT AND
 KV3865'SIGN BROAD MTN FOREST FIRE TOWER.  TURN LEFT AND GO NORTHWEST, THEN
 KV3865'WEST ON A DIRT ROAD FOR 0.8 MILE TO A ROAD LEFT.  TURN LEFT AND GO
 KV3865'SOUTH ON A DIRT ROAD FOR 0.2 MILE TO THE TOWER AND THE STATION IN THE
 KV3865'ROAD ON THE WEST SIDE OF THE TOWER.
 KV3865'
 KV3865'THE STATION IS A STANDARD TRIANGULATION DISK STAMPED KNOB 1885 1929
 KV3865'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 KV3865'GROUND.  IT IS 30.5 FEET WEST OF THE SOUTH LEG AND 18.5 FEET
 KV3865'SOUTHWEST OF THE WEST LEG OF THE TOWER, 19.8 FEET SOUTH OF A 16 INCH
 KV3865'TRIANGULAR BLAZED TREE IN THE MIDDLE OF THE ROAD AND 7.0 FEET EAST OF
 KV3865'A 12 INCH TREE IN THE CLEARING.
 KV3865'
 KV3865'TRIANGULATION STATION BROAD 1929 IS A STANDARD TRIANGULATION DISK
 KV3865'STAMPED BROAD 1929, SET IN THE TOP OF A CONCRETE POST WHICH IS ABOUT
 KV3865'8 INCHES UNDERGROUND.  IT IS 10.0 FEET NORTHEAST OF THE SOUTH LEG AND
 KV3865'8.7 FEET SOUTHWEST OF THE EAST LEG OF THE TOWER, AND 6.7 FEET
 KV3865'SOUTH-SOUTHEAST OF THE SOUTHWEST END OF THE TOWER STEPS.
 KV3865'
 KV3865'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK STAMPED BROAD NO 2
 KV3865'1929, CEMENTED FLUSH IN A DRILL HOLE IN A BOULDER WHICH
 KV3865'PROJECTS 1 FOOT ABOVE GROUND, BUT ABOUT 2 FEET BELOW SURROUNDING
 KV3865'BOULDERS.  IT IS 69.5 FEET SOUTH-SOUTHEAST OF THE SOUTH LEG OF THE
 KV3865'TOWER, AND 16.5 FEET NORTHWEST OF A 18 INCH TRIANGULAR BLAZED TREE.
 KV3865'
 KV3865'REFERENCE MARK 3 IS A STANDARD REFERENCE DISK STAMPED BROAD 1929 NO 3
 KV3865'1969, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2
 KV3865'INCHES ABOVE GROUND.  IT IS 49.5 FEET SOUTH-SOUTHWEST OF THE SOUTH
 KV3865'LEG OF THE TOWER, 8.5 FEET WEST- SOUTHWEST OF A 14 INCH
 KV3865'TRIANGULAR BLAZED TREE AND 5.7 FEET WEST-SOUTHWEST OF A METAL WITNESS
 KV3865'POST.  THE ARROW ON THE DISK POINTS TO THE CENTER OF THE TOWER,
 KV3865'RATHER THAN BROAD 1929.
 KV3865'
 KV3865'NO AZIMUTH MARK TO THIS STATION BECAUSE OF DENSE WOODS.
 KV3865'
 KV3865'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2-1/2 MILES NORTH
 KV3865'OF NESQUEHONING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2213 ***********************************************************************
 MA2213  DESIGNATION -  KNOBS
 MA2213  PID         -  MA2213
 MA2213  STATE/COUNTY-  PA/CLEARFIELD
 MA2213  USGS QUAD   -  THE KNOBS (1994)
 MA2213
 MA2213                         *CURRENT SURVEY CONTROL
 MA2213  ___________________________________________________________________
 MA2213* NAD 83(1992)-  41 08 55.74121(N)    078 20 06.29694(W)     ADJUSTED  
 MA2213* NAVD 88     -       708.9    (meters)    2326.     (feet)  VERTCON   
 MA2213  ___________________________________________________________________
 MA2213  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 MA2213  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 MA2213
 MA2213  HORZ ORDER  -  FIRST
 MA2213
 MA2213.The horizontal coordinates were established by classical geodetic methods
 MA2213.and adjusted by the National Geodetic Survey in June 2002..
 MA2213
 MA2213.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA2213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA2213
 MA2213.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2213
 MA2213.The geoid height was determined by GEOID03.
 MA2213
 MA2213;                    North         East     Units Scale Factor Converg.
 MA2213;SPC PA N     -   109,237.156   550,886.820   MT  0.99996777   -0 23 13.4
 MA2213;SPC PA N     -   358,388.90  1,807,367.84   sFT  0.99996777   -0 23 13.4
 MA2213;UTM  17      - 4,558,700.842   723,629.742   MT  1.00021554   +1 45 15.4
 MA2213
 MA2213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA2213!SPC PA N     -   0.99989388  x   0.99996777  =   0.99986166
 MA2213!UTM  17      -   0.99989388  x   1.00021554  =   1.00010940
 MA2213
 MA2213|---------------------------------------------------------------------|
 MA2213| PID    Reference Object                     Distance      Geod. Az  |
 MA2213|                                                           dddmmss.s |
 MA2213| MA2214 KNOBS FIRE TOWER 7                    6.728 METERS 19735     |
 MA2213| CK7663 KNOBS RM 3                           22.218 METERS 22703     |
 MA2213| CK7661 KNOBS RM 1                                         22704     |
 MA2213| MA2258 PIKE                                APPROX.19.9 KM 2455544.3 |
 MA2213| MA2212 KNOBS PA GAME COMM RELAY MAST        77.680 METERS 26754     |
 MA2213| MA2215 CHESTNUT RIDGE RELAY MAST           APPROX. 2.4 KM 3132602.2 |
 MA2213| CK7662 KNOBS RM 2                           22.219 METERS 33909     |
 MA2213| CK7660 KNOBS AZ MK                                        3535355.1 |
 MA2213|---------------------------------------------------------------------|
 MA2213
 MA2213                          SUPERSEDED SURVEY CONTROL
 MA2213
 MA2213  NAD 83(1986)-  41 08 55.74117(N)    078 20 06.29947(W) AD(       ) 1
 MA2213  NAD 27      -  41 08 55.52880(N)    078 20 07.24295(W) AD(       ) 1
 MA2213  NGVD 29 (07/19/86)  709.0    (m)         2326.     (f) VERT ANG       
 MA2213
 MA2213.Superseded values are not recommended for survey control.
 MA2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2213.See file dsdata.txt to determine how the superseded data were derived.
 MA2213
 MA2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF2363058701(NAD 83)
 MA2213_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA2213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA2213_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MA2213
 MA2213  HISTORY     - Date     Condition        Report By
 MA2213  HISTORY     - 1933     MONUMENTED       CGS
 MA2213  HISTORY     - 1938     SEE DESCRIPTION  CGS
 MA2213  HISTORY     - 1959     SEE DESCRIPTION  CGS
 MA2213  HISTORY     - 1968     SEE DESCRIPTION  CGS
 MA2213
 MA2213                          STATION DESCRIPTION
 MA2213
 MA2213'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 MA2213'THIS STATION IS AT KNOBS FIRE TOWER IN GIRARD TOWNSHIP, ON TOP OF
 MA2213'HILL KNOWN LOCALLY AS THE KNOB, ABOUT 11 MILES W OF KARTHUS.
 MA2213'
 MA2213'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 MA2213'SET IN CONCRETE AS DESCRIBED IN NOTES 1B, 7A, AND 11B.
 MA2213'
 MA2213'TO REACH, FOLLOW U.S. 322 TO WOODLAND, THENCE FOLLOW ROUTE 970 TO
 MA2213'SHAWVILLE, CONTINUE ON 970, 1.0 MILE, TURN L ON A DIRT ROAD
 MA2213'MARKED EDEN CHURCH, FOLLOW THIS ROAD 3.7 MILES TO A CROSSROADS
 MA2213'(CHURCH ON L), THEN CONTINUE STRAIGHT AHEAD 1.9 MILES, BEAR L AT
 MA2213'T-ROAD, AND GO 1.8 MILES TO A SIGN SEE PENNA. FROM 60-FOOT STEEL FIRE
 MA2213'TOWER AND A ROAD LEADING R.  TURN R UP STEEP BANK AND FOLLOW TRAIL TO
 MA2213'FIRE TOWER AND STATION.  MARK IS 22.1 FEET NE OF CENTER OF FIRE
 MA2213'TOWER, 13 FEET ENE OF N LEG OF FIRE TOWER, NEAR E EDGE OF CLEARING,
 MA2213'AND PROJECTS 6 INCHES.
 MA2213'
 MA2213'REFERENCE MARK NO. 1 IS SW OF STATION, 45 FEET SW OF W LEG OF FIRE
 MA2213'TOWER, ABOUT 25 FEET W OF W EDGE OF CLEARING, AND PROJECTS 8
 MA2213'INCHES.  REFERENCE MARK NO. 2 IS N OF STATION, 78 FEET N OF N LEG OF
 MA2213'FIRE TOWER, 20 FEET W OF ROAD LEADING TO FIRE TOWER, AND PROJECTS 5
 MA2213'INCHES.
 MA2213'
 MA2213'GIRARD U.S.G.S. IS ABOUT 750 FEET S OF KNOBS, AT EDGE OF WOODS, AND
 MA2213'NEAR A PATH LEADING FROM FIRE TOWER S TOWARD A HOUSE ON MAIN
 MA2213'ROAD.  IT IS A 6- BY 6-INCH MARBLE POST WITH A STANDARD G.S. BRONZE
 MA2213'DISK IN CENTER OF POST.  AT PRESENT, POST IS LEANING ABOUT AN INCH
 MA2213'AT TOP.  MARK IS AT N EDGE OF CLEARING SURROUNDING BUILDINGS
 MA2213'MENTIONED ABOVE.  NO CONNECTION WAS MADE TO KNOBS DUE TO
 MA2213'DENSITY OF OAK WOODS SURROUNDING KNOBS, AND TO SLOPE OF HILL.
 MA2213'
 MA2213'GIRARD IS ABOUT 150 FEET LOWER THAN KNOBS.
 MA2213
 MA2213                          STATION RECOVERY (1938)
 MA2213
 MA2213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (APR)
 MA2213'STATION IS AT KNOBS FIRE TOWER IN GIRARD TOWNSHIP, ON TOP OF HILL
 MA2213'KNOWN LOCALLY AS THE KNOB, ABOUT 6 MILES N OF SHAWVILLE,
 MA2213'PENNSYLVANIA, ON STATE LAND.
 MA2213'
 MA2213'STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED IN 1933.  STATION
 MA2213'MARK IS 22.1 FEET NE OF CENTER OF FIRE TOWER, 13 FEET ENE OF N LEG
 MA2213'OF FIRE TOWER, AND PROJECTS 6 INCHES.
 MA2213'
 MA2213'REFERENCE MARK NO. 1 IS SW OF STATION, 45 FEET SW OF W LEG OF FIRE
 MA2213'TOWER, 13 FEET E OF SE CORNER OF PORCH OF RANGER CABIN.
 MA2213'REFERENCE MARK NO. 2 IS NNW OF STATION, 78 FEET NNW OF N LEG OF FIRE
 MA2213'TOWER, APPROXIMATELY 14 FEET W OF CENTER LINE OF DIRT ROAD LEADING
 MA2213'TO FIRE TOWER.
 MA2213'
 MA2213'A NEW AZIMUTH MARK WAS SET, APPROXIMATELY 250 FEET N OF STATION
 MA2213'APPROXIMATELY 12 FEET W OF CENTER LINE OF DIRT ROAD LEADING TO
 MA2213'FIRE TOWER.
 MA2213'
 MA2213'TO REACH STATION, FOLLOW U.S. 322 TO WOODLAND, THEN ROUTE 970 TO
 MA2213'SHAWVILLE.  TURN R AFTER CROSSING BRIDGE IN SHAWVILLE, GO E 0.1 MILE
 MA2213'TO POST OFFICE AND STORE.  TURN L OR N AND FOLLOW DIRT ROAD 2.4 MILES
 MA2213'TO FORK, TAKE R FORK AND CONTINUE 0.3 MILE TO T-INTERSECTION.
 MA2213'TURN L AND GO N 0.8 MILE TO CROSSROADS, PASSING EDEN CHURCH ON L.
 MA2213'CONTINUE STRAIGHT AHEAD OR N 3.0 MILES TO SIGN SEE PENNA, FROM
 MA2213'60-FT. STEEL TOWER AND ROAD R.  GO R UPHILL 0.5 MILE TO FIRE TOWER
 MA2213'AND STATION.
 MA2213'
 MA2213'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS DESCRIBED
 MA2213'IN NOTE 11A.
 MA2213'
 MA2213'77-FOOT STEEL TOWER USED, NECESSARY TO CLEAR FIRE TOWER.
 MA2213'
 MA2213'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 MA2213
 MA2213                          STATION RECOVERY (1959)
 MA2213
 MA2213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CGS)
 MA2213'THE STATION WAS NOT OCCUPIED, ONLY CHECK MEASUREMENTS WERE MADE AT
 MA2213'THIS DATE.
 MA2213'
 MA2213'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 MA2213'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  REFERENCE
 MA2213'MARK 1 WAS RECOVERED, BUT HALF OF THE DISK HAD BEEN BROKEN OFF.  THE
 MA2213'ARROW AND CROSS IN THE CENTER OF THE DISK STILL REMAIN, THE ARROW
 MA2213'STILL POINTS TOWARD THE STATION, THE DISK IS STILL SOLID IN THE
 MA2213'MONUMENT AND THE MONUMENT IS STILL IN GOOD CONDITION.  A SHORTER
 MA2213'MEASUREMENT OF 0.013 METERS WAS NOTED TO REFERENCE MARK 1.  A LONGER
 MA2213'MEASUREMENT OF 0.021 METERS WAS NOTED TO REFERENCE MARK 2.  A
 MA2213'SHORTER MEASUREMENT OF 0.036 METERS WAS NOTED BETWEEN REFERENCE MARK
 MA2213'1 AND 2 AND A SHORTER MEASUREMENT OF 0.752 METERS WAS NOTED TO THE
 MA2213'CENTER OF KNOBS LOOKOUT TOWER.  THESE MEASUREMENTS WERE ALL DOUBLE
 MA2213'CHECKED IN THE FIELD AND ARE BELIEVED TO BE CORRECT.
 MA2213'
 MA2213'THE DESCRIPTION OF THE TO REACH AND OF THE RECOVERY ARE ADEQUATE FOR
 MA2213'RECOVERY.
 MA2213
 MA2213                          STATION RECOVERY (1968)
 MA2213
 MA2213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA2213'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK NO. 2 WERE
 MA2213'RECOVERED AS DESCRIBED BY A.P.R. IN 1938 AND FOUND TO BE IN GOOD
 MA2213'CONDITION.  THE BROKEN, NO. 1 REFERENCE MARK DISK MENTIONED BY C.G.S.
 MA2213'IN 1959 WAS REMOVED AND A NEW REFERENCE MARK DISK NO. 3 WAS SET IN
 MA2213'THE ORIGINAL HOLE AT THIS DATE AND IT IS STAMPED KNOBS NO 3 1933
 MA2213'1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2214 ***********************************************************************
 MA2214  DESIGNATION -  KNOBS FIRE TOWER 7
 MA2214  PID         -  MA2214
 MA2214  STATE/COUNTY-  PA/CLEARFIELD
 MA2214  USGS QUAD   -  THE KNOBS (1994)
 MA2214
 MA2214                         *CURRENT SURVEY CONTROL
 MA2214  ___________________________________________________________________
 MA2214* NAD 83(1992)-  41 08 55.53332(N)    078 20 06.38412(W)     ADJUSTED  
 MA2214* NAVD 88     -                                                        
 MA2214  ___________________________________________________________________
 MA2214  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 MA2214  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 MA2214
 MA2214  HORZ ORDER  -  THIRD
 MA2214
 MA2214.The horizontal coordinates were established by classical geodetic methods
 MA2214.and adjusted by the National Geodetic Survey in June 2002..
 MA2214
 MA2214
 MA2214.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2214
 MA2214.The geoid height was determined by GEOID03.
 MA2214
 MA2214;                    North         East     Units Scale Factor Converg.
 MA2214;SPC PA N     -   109,230.757   550,884.743   MT  0.99996778   -0 23 13.5
 MA2214;SPC PA N     -   358,367.91  1,807,361.03   sFT  0.99996778   -0 23 13.5
 MA2214;UTM  17      - 4,558,694.368   723,627.906   MT  1.00021553   +1 45 15.4
 MA2214
 MA2214                          SUPERSEDED SURVEY CONTROL
 MA2214
 MA2214  NAD 83(1986)-  41 08 55.53350(N)    078 20 06.38765(W) AD(       ) 4
 MA2214  NAD 27      -  41 08 55.32178(N)    078 20 07.33346(W) AD(       ) 3
 MA2214
 MA2214.Superseded values are not recommended for survey control.
 MA2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2214.See file dsdata.txt to determine how the superseded data were derived.
 MA2214
 MA2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF2362858694(NAD 83)
 MA2214_MARKER: 57 = LOOKOUT TOWER
 MA2214
 MA2214  HISTORY     - Date     Condition        Report By
 MA2214  HISTORY     - UNK      FIRST OBSERVED
 MA2214  HISTORY     - 1959     GOOD             CGS
 MA2214  HISTORY     - 1968     GOOD             CGS
 MA2214  HISTORY     - 1975     GOOD             NGS
 MA2214
 MA2214                          STATION DESCRIPTION
 MA2214
 MA2214'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (CGS)
 MA2214'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 MA2214
 MA2214                          STATION RECOVERY (1968)
 MA2214
 MA2214'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA2214'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED, AIRLINE, 8
 MA2214'MILES NORTHEAST OF CLEARFIELD, 6 MILES NORTH OF SHAWSVILLE, IN
 MA2214'GIRARD TOWNSHIP AND AT THE SITE OF TRIANGULATION STATION KNOBS 1933.
 MA2214'THE FIRE TOWER IS A STANDARD CONFIGURATION, PAINTED BROWN WITH
 MA2214'A YELLOW ROOF.  IT IS 70 FEET IN HEIGHT AND HAS THE NUMERALS 30
 MA2214'PAINTED ON THE ROOF.  A TRAVERSE CONNECTION WAS CHECKED TO STATION
 MA2214'KNOBS 1933, DISTANCE BEING 22.02 FEET OR 6.715 METERS.
 MA2214
 MA2214                          STATION RECOVERY (1975)
 MA2214
 MA2214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MA2214'THIS STATION WAS NOT VISITED AT THIS DATE, HOWEVER IT WAS INTERSECTED
 MA2214'FROM TRIANGULATION STATION AMES 1933.
 MA2214'
 MA2214'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ON KNOBS
 MA2214'MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA2212 ***********************************************************************
 MA2212  DESIGNATION -  KNOBS PA GAME COMM RELAY MAST
 MA2212  PID         -  MA2212
 MA2212  STATE/COUNTY-  PA/CLEARFIELD
 MA2212  USGS QUAD   -  THE KNOBS (1994)
 MA2212
 MA2212                         *CURRENT SURVEY CONTROL
 MA2212  ___________________________________________________________________
 MA2212* NAD 83(1992)-  41 08 55.64875(N)    078 20 09.62597(W)     ADJUSTED  
 MA2212* NAVD 88     -                                                        
 MA2212  ___________________________________________________________________
 MA2212  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 MA2212  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 MA2212
 MA2212  HORZ ORDER  -  THIRD
 MA2212
 MA2212.The horizontal coordinates were established by classical geodetic methods
 MA2212.and adjusted by the National Geodetic Survey in June 2002..
 MA2212
 MA2212
 MA2212.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA2212
 MA2212.The geoid height was determined by GEOID03.
 MA2212
 MA2212;                    North         East     Units Scale Factor Converg.
 MA2212;SPC PA N     -   109,234.829   550,809.177   MT  0.99996777   -0 23 15.6
 MA2212;SPC PA N     -   358,381.27  1,807,113.11   sFT  0.99996777   -0 23 15.6
 MA2212;UTM  17      - 4,558,695.614   723,552.222   MT  1.00021511   +1 45 13.2
 MA2212
 MA2212                          SUPERSEDED SURVEY CONTROL
 MA2212
 MA2212  NAD 83(1986)-  41 08 55.64820(N)    078 20 09.62832(W) AD(       ) 4
 MA2212  NAD 27      -  41 08 55.43577(N)    078 20 10.57273(W) AD(       ) 3
 MA2212
 MA2212.Superseded values are not recommended for survey control.
 MA2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA2212.See file dsdata.txt to determine how the superseded data were derived.
 MA2212
 MA2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF2355258696(NAD 83)
 MA2212
 MA2212  HISTORY     - Date     Condition        Report By
 MA2212  HISTORY     - 1968     MONUMENTED       CGS
 MA2212
 MA2212                          STATION DESCRIPTION
 MA2212
 MA2212'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (ELH)
 MA2212'STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF CLEARFIELD, 6 MILES
 MA2212'NORTH OF SHAWSVILLE, IN GIRARD TOWNSHIP AND ON THE SAME HILL AS
 MA2212'THE KNOBS FIRE TOWER.  IT IS A 3 LEGGED, SINGLE COLUMN MAST
 MA2212'CONSTRUCTED OF STRUCTURAL STEEL, PAINTED ALTERNATELY ORANGE
 MA2212'AND WHITE AND ABOUT 100 FEET IN HEIGHT.  THE INTERSECTION POINT IS
 MA2212'THE TOP CENTER.  TRIANGULATION STATION KNOBS 1933 IS 237 FEET
 MA2212'EAST OF THE MAST BUT COULD NOT BE MEASURED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1921 ***********************************************************************
 MA1921  DESIGNATION -  KNOX
 MA1921  PID         -  MA1921
 MA1921  STATE/COUNTY-  PA/JEFFERSON
 MA1921  USGS QUAD   -  COOLSPRING (1994)
 MA1921
 MA1921                         *CURRENT SURVEY CONTROL
 MA1921  ___________________________________________________________________
 MA1921* NAD 83(1992)-  41 07 14.89644(N)    079 01 47.22976(W)     ADJUSTED  
 MA1921* NAVD 88     -       533.     (meters)    1749.     (feet)  SCALED    
 MA1921  ___________________________________________________________________
 MA1921  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 MA1921  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 MA1921
 MA1921  HORZ ORDER  -  FIRST
 MA1921
 MA1921.The horizontal coordinates were established by classical geodetic methods
 MA1921.and adjusted by the National Geodetic Survey in June 2002..
 MA1921
 MA1921.The orthometric height was scaled from a topographic map.
 MA1921
 MA1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1921
 MA1921.The geoid height was determined by GEOID03.
 MA1921
 MA1921;                    North         East     Units Scale Factor Converg.
 MA1921;SPC PA N     -   106,754.435   492,528.918   MT  0.99997017   -0 50 47.9
 MA1921;SPC PA N     -   350,243.51  1,615,905.29   sFT  0.99997017   -0 50 47.9
 MA1921;UTM  17      - 4,554,038.257   665,399.570   MT  0.99993670   +1 17 45.6
 MA1921
 MA1921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1921!SPC PA N     -   0.99992152  x   0.99997017  =   0.99989169
 MA1921!UTM  17      -   0.99992152  x   0.99993670  =   0.99985822
 MA1921
 MA1921|---------------------------------------------------------------------|
 MA1921| PID    Reference Object                     Distance      Geod. Az  |
 MA1921|                                                           dddmmss.s |
 MA1921| CX3977 KNOX RM 1                            24.682 METERS 00913     |
 MA1921| CX3978 KNOX RM 2                            21.068 METERS 16728     |
 MA1921| CX3976 KNOX AZ MK                                         2392215.6 |
 MA1921|---------------------------------------------------------------------|
 MA1921
 MA1921                          SUPERSEDED SURVEY CONTROL
 MA1921
 MA1921  NAD 83(1986)-  41 07 14.89767(N)    079 01 47.23292(W) AD(       ) 1
 MA1921  NAD 27      -  41 07 14.66180(N)    079 01 48.10950(W) AD(       ) 1
 MA1921
 MA1921.Superseded values are not recommended for survey control.
 MA1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1921.See file dsdata.txt to determine how the superseded data were derived.
 MA1921
 MA1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF6540054038(NAD 83)
 MA1921_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA1921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1921
 MA1921  HISTORY     - Date     Condition        Report By
 MA1921  HISTORY     - 1958     MONUMENTED       CGS
 MA1921  HISTORY     - 1964     SEE DESCRIPTION  CGS
 MA1921
 MA1921                          STATION DESCRIPTION
 MA1921
 MA1921'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 MA1921'THE STATION IS LOCATED ON THE TOP OF A LOCALLY PROMINENT LOW HILL
 MA1921'LYING JUST NORTH OF STATE HIGHWAY 236, ABOUT 7 MILES WEST-NORTHWEST
 MA1921'OF REYNOLDSVILLE AND ABOUT 4 MILES SOUTHEAST OF BROOKVILLE, ON
 MA1921'PROPERTY OWNED BY HANNAH B. SYPHRIT, WHOSE RESIDENCE IS LOCATED ON
 MA1921'THE SOUTH SIDE OF HIGHWAY 236 AND ABOUT 1/4 MILE SOUTHWEST OF THE
 MA1921'STATION.  IT IS 125 FEET SOUTHEAST OF AND ABOUT 2 FEET LOWER
 MA1921'THAN THE TOP OF THE HILL, 10 FEET WEST OF THE STAND OF TREES
 MA1921'(CONTAINING A WEED AND BRUSH OVERGROWN FAMILY BURIAL GROUND)
 MA1921'FRINGING THE SUMMIT OF THE HILL, 39 FEET SOUTHWEST OF A 18-INCH
 MA1921'TRIANGULAR BLAZED PINE TREE ON THE EDGE OF THE WOODS, 24 FEET
 MA1921'NORTHWEST OF A 18-INCH TRIANGULAR BLAZED WILD CHERRY TREE ALSO AT THE
 MA1921'EDGE OF THE WOODS.
 MA1921'
 MA1921'TO REACH THE STATION FROM THE JEFFERSON COUNTY COURTHOUSE IN
 MA1921'BROOKVILLE, GO EAST ON U.S. HIGHWAY 322 FOR 0.4 MILE TO A TRAFFIC
 MA1921'LIGHT IMMEDIATELY EAST OF A CONCRETE BRIDGE.  TURN RIGHT, SOUTH, ON
 MA1921'TAYLOR STREET AND GO 0.45 MILE TO EUCLID AVENUE.  TURN RIGHT ON
 MA1921'EUCLID AVENUE AND CONTINUE FOR 0.4 MILE TO A RAILWAY EXPRESS STATION
 MA1921'ON THE RIGHT.  CROSS THE RAILROAD AND STEEL BRIDGE AND PROCEED IN
 MA1921'A SOUTHERLY DIRECTION FOR 2.4 MILES TO THE UNG CO., KNOX STATION
 MA1921'PLANT ON THE RIGHT.  CONTINUE SOUTH FOR 0.8 MILE TO A SIDE ROAD ON
 MA1921'THE LEFT JUST NORTH OF A RAILROAD UNDERPASS ON THE RIGHT.  TURN
 MA1921'LEFT AND GO EAST ON A BLACKTOP ROAD TO THE HUNTERS GROVE METHODIST
 MA1921'CHURCH ON THE LEFT.  CONTINUE EAST FOR 2.3 MILES TO ITS
 MA1921'INTERSECTION WITH STATE HIGHWAY 236.  TURN RIGHT AND GO 0.05 MILE TO
 MA1921'A FIELD ROAD ON THE LEFT.  TURN NORTH AND GO 0.2 MILE TO THE
 MA1921'SUMMIT OF THE HILL AND THE STATION AS DESCRIBED.
 MA1921'
 MA1921'THE STATION MARK, A STANDARD DISK STAMPED KNOX 1958, IS SET IN THE
 MA1921'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE
 MA1921'THE SURFACE OF THE GROUND.
 MA1921'
 MA1921'REFERENCE MARK NO 1, A STANDARD DISK STAMPED KNOX NO 1 1958, IS SET
 MA1921'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 MA1921'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS AT THE WEST EDGE OF
 MA1921'THE WOODS, 47 FEET NORTH OF A 18- INCH TRIANGULAR BLAZED PINE TREE
 MA1921'AND 9 FEET SOUTH OF A FORKED 18-INCH WILD CHERRY TREE.
 MA1921'
 MA1921'REFERENCE MARK NO 2, A STANDARD DISK STAMPED KNOX NO 2 1958, IS SET
 MA1921'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 1
 MA1921'INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 50 FEET NORTH OF THE
 MA1921'SOUTH LIMITS OF THE TREES AND 15 FEET SOUTH OF A TRIANGULAR BLAZED,
 MA1921'FORKED MAPLE TREE.
 MA1921'
 MA1921'THE AZIMUTH MARK, A STANDARD DISK STAMPED KNOX 1958, IS SET IN THE
 MA1921'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES
 MA1921'ABOVE THE SURFACE OF THE GROUND.  IT IS LOCATED ABOUT 0.5 MILE WEST
 MA1921'OF THE STATION, ON THE PROPERTY OF JOSEPH L. CHITETESTER, ABOUT
 MA1921'125 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE TWO-STORY HOUSE,
 MA1921'ABOUT 100 FEET NORTH OF A LARGE BARN, 80 FEET NORTHEAST OF THE
 MA1921'INTERSECTION OF A PRIVATE DRIVE AND THE PAVED PUBLIC ROAD, 51 FEET
 MA1921'NORTHEAST OF TELEPHONE POLE NO. M63 SAC725 AND 2 FEET SOUTH OF
 MA1921'POWERLINE POLE NO. 5G-47.
 MA1921
 MA1921                          STATION RECOVERY (1964)
 MA1921
 MA1921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EP)
 MA1921'STATION RECOVERED IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION IS
 MA1921'ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1979 ***********************************************************************
 MA1979  DESIGNATION -  KNOX
 MA1979  PID         -  MA1979
 MA1979  STATE/COUNTY-  PA/CLARION
 MA1979  USGS QUAD   -  KOSSUTH (1972)
 MA1979
 MA1979                         *CURRENT SURVEY CONTROL
 MA1979  ___________________________________________________________________
 MA1979* NAD 83(1992)-  41 15 09.79076(N)    079 33 01.96518(W)     ADJUSTED  
 MA1979* NAVD 88     -       483.5    (meters)    1586.     (feet)  VERTCON   
 MA1979  ___________________________________________________________________
 MA1979  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 MA1979  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 MA1979
 MA1979  HORZ ORDER  -  SECOND
 MA1979
 MA1979.The horizontal coordinates were established by classical geodetic methods
 MA1979.and adjusted by the National Geodetic Survey in June 2002..
 MA1979
 MA1979.The NAVD 88 height was computed by applying the VERTCON shift value to
 MA1979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MA1979
 MA1979.The Laplace correction was computed from DEFLEC99 derived deflections.
 MA1979
 MA1979.The geoid height was determined by GEOID03.
 MA1979
 MA1979;                    North         East     Units Scale Factor Converg.
 MA1979;SPC PA N     -   122,178.573   449,107.605   MT  0.99996095   -1 11 28.1
 MA1979;SPC PA N     -   400,847.53  1,473,447.20   sFT  0.99996095   -1 11 28.1
 MA1979;UTM  17      - 4,567,824.905   621,436.225   MT  0.99978149   +0 57 21.1
 MA1979
 MA1979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MA1979!SPC PA N     -   0.99992935  x   0.99996095  =   0.99989031
 MA1979!UTM  17      -   0.99992935  x   0.99978149  =   0.99971086
 MA1979
 MA1979:                Primary Azimuth Mark                     Grid Az
 MA1979:SPC PA N     -  CLARION CO CTHSE SPIRE                   107 58 01.2
 MA1979:UTM  17      -  CLARION CO CTHSE SPIRE                   105 49 12.0
 MA1979
 MA1979|---------------------------------------------------------------------|
 MA1979| PID    Reference Object                     Distance      Geod. Az  |
 MA1979|                                                           dddmmss.s |
 MA1979| MA1959 CLARION CO CTHSE SPIRE              APPROX.14.4 KM 1064633.1 |
 MA1979| CX3980 KNOX RM 1                             8.632 METERS 12303     |
 MA1979| CX3981 KNOX RM 2                             5.981 METERS 23704     |
 MA1979| CX3979 KNOX AZ MK                                         3261739.6 |
 MA1979|---------------------------------------------------------------------|
 MA1979
 MA1979                          SUPERSEDED SURVEY CONTROL
 MA1979
 MA1979  NAD 83(1986)-  41 15 09.79363(N)    079 33 01.96662(W) AD(       ) 2
 MA1979  NAD 27      -  41 15 09.57028(N)    079 33 02.80456(W) AD(       ) 2
 MA1979  NGVD 29 (07/19/86)  483.7    (m)         1587.     (f) VERT ANG       
 MA1979
 MA1979.Superseded values are not recommended for survey control.
 MA1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1979.See file dsdata.txt to determine how the superseded data were derived.
 MA1979
 MA1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF2143667825(NAD 83)
 MA1979_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MA1979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA1979
 MA1979  HISTORY     - Date     Condition        Report By
 MA1979  HISTORY     - 1967     MONUMENTED       CGS
 MA1979
 MA1979                          STATION DESCRIPTION
 MA1979
 MA1979'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 MA1979'THE STATION IS LOCATED ABOUT 5 MILES WEST OF SHIPPENVILLE, 2 MILES
 MA1979'SOUTH-SOUTHEAST OF KOSSUTH AND 1.5 MILES NORTHWEST OF KNOX.  IT IS ON
 MA1979'A LOW CLEARED HILL ON PROPERTY OWNED BY MR. HALMER KENEMUTH.
 MA1979'
 MA1979'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 33, AND 208,
 MA1979'AT THE EAST EDGE OF KNOX, GO NORTHWEST ON STATE HIGHWAY 338 FOR
 MA1979'0.6 MILE TO A SIDE ROAD ON THE LEFT, CONTINUE NORTHWEST ON STATE
 MA1979'HIGHWAY 338 FOR 1.0 MILE TO A GRAVEL SIDE ROAD ON THE LEFT, (TO
 MA1979'REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE NORTHWEST ON STATE
 MA1979'HIGHWAY 338 FOR 0.8 MILE TO A REVERSE Y-FORK AND THE MARK ON THE
 MA1979'LEFT), TURN LEFT AND GO WEST ON THE GRAVELED ROAD FOR 0.1 MILE TO MR.
 MA1979'KENEMUTHS HOUSE ON THE LEFT, CONTINUE WEST ON THE BLADED ROAD FOR
 MA1979'0.05 MILE TO AN IRON PIPE GATE ON THE RIGHT, TURN RIGHT AND GO
 MA1979'NORTHERLY UP STEEP HILL FOR 0.15 MILE TO THE HIGHEST POINT OF HILL
 MA1979'AND THE STATION.
 MA1979'
 MA1979'THE STATION MARK IS 8 FEET SOUTH OF THE EDGE OF A GRAVEL PIT AND 2.3
 MA1979'FEET SOUTHWEST OF A METAL WITNESS POST.  THE MARK IS A STANDARD
 MA1979'DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 3 INCHES AND
 MA1979'IS STAMPED KNOX 1967.
 MA1979'
 MA1979'REFERENCE MARK NO. 1 IS 27.8 FEET SOUTHEAST OF A METAL WITNESS POST
 MA1979'AND 22 FEET SOUTH OF THE EDGE OF A GRAVEL PIT.  THE MARK IS A
 MA1979'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 3
 MA1979'INCHES AND IS STAMPED KNOX NO 1 1967.
 MA1979'
 MA1979'REFERENCE MARK NO. 2 IS 31 FEET SOUTH OF THE EDGE OF A GRAVEL PIT AND
 MA1979'21.9 FEET SOUTHWEST OF A METAL WITNESS POST.  THE MARK IS A STANDARD
 MA1979'DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES AND
 MA1979'IS STAMPED KNOX NO 2 1967.
 MA1979'
 MA1979'THE AZIMUTH MARK IS 37 FEET EAST-NORTHEAST OF THE APPROXIMATE CENTER
 MA1979'OF A PAVED ROAD, 28 FEET WEST-SOUTHWEST OF THE CENTERLINE OF
 MA1979'STATE HIGHWAY 338, 27 FEET SOUTH OF TELEPHONE POLE NO. 30 AND 3.3
 MA1979'FEET SOUTH OF A METAL WITNESS POST.  THE MARK IS A STANDARD DISK SET
 MA1979'IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 3 INCHES AND IS
 MA1979'STAMPED KNOX 1967.
 MA1979'
 MA1979'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1697 ***********************************************************************
 LZ1697  DESIGNATION -  KNOX
 LZ1697  PID         -  LZ1697
 LZ1697  STATE/COUNTY-  PA/TIOGA
 LZ1697  USGS QUAD   -  KNOXVILLE (1969)
 LZ1697
 LZ1697                         *CURRENT SURVEY CONTROL
 LZ1697  ___________________________________________________________________
 LZ1697* NAD 83(1992)-  41 58 02.97877(N)    077 25 50.42309(W)     ADJUSTED  
 LZ1697* NAVD 88     -       646.     (meters)    2119.     (feet)  SCALED    
 LZ1697  ___________________________________________________________________
 LZ1697  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 LZ1697  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 LZ1697
 LZ1697  HORZ ORDER  -  FIRST
 LZ1697
 LZ1697.The horizontal coordinates were established by classical geodetic methods
 LZ1697.and adjusted by the National Geodetic Survey in June 2002..
 LZ1697
 LZ1697.The orthometric height was scaled from a topographic map.
 LZ1697
 LZ1697.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1697
 LZ1697.The geoid height was determined by GEOID03.
 LZ1697
 LZ1697;                    North         East     Units Scale Factor Converg.
 LZ1697;SPC PA N     -   200,043.323   626,469.955   MT  1.00000289   +0 12 40.5
 LZ1697;SPC PA N     -   656,308.80  2,055,343.51   sFT  1.00000289   +0 12 40.5
 LZ1697;SPC NY C     -   218,830.970   179,765.653   MT  0.99999818   -0 33 59.9
 LZ1697;SPC NY C     -   717,947.94    589,781.15   sFT  0.99999818   -0 33 59.9
 LZ1697;UTM  18      - 4,649,024.952   298,588.527   MT  1.00009920   -1 37 33.4
 LZ1697
 LZ1697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1697!SPC PA N     -   0.99990374  x   1.00000289  =   0.99990663
 LZ1697!SPC NY C     -   0.99990374  x   0.99999818  =   0.99990192
 LZ1697!UTM  18      -   0.99990374  x   1.00009920  =   1.00000293
 LZ1697
 LZ1697:                Primary Azimuth Mark                     Grid Az
 LZ1697:SPC PA N     -  BALDWIN                                  167 44 06.5
 LZ1697:SPC NY C     -  BALDWIN                                  168 30 46.9
 LZ1697:UTM  18      -  BALDWIN                                  169 34 20.4
 LZ1697
 LZ1697|---------------------------------------------------------------------|
 LZ1697| PID    Reference Object                     Distance      Geod. Az  |
 LZ1697|                                                           dddmmss.s |
 LZ1697| LZ1688 BALDWIN                             APPROX.15.7 KM 1675647.0 |
 LZ1697| LZ1698 KNOXVILLE HOLY ROLLER CH SPIRE      APPROX. 1.2 KM 2170838.7 |
 LZ1697| CK7664 KNOX RM 1                            11.610 METERS 26720     |
 LZ1697| CK7665 KNOX RM 2                            16.720 METERS 31448     |
 LZ1697|---------------------------------------------------------------------|
 LZ1697
 LZ1697                          SUPERSEDED SURVEY CONTROL
 LZ1697
 LZ1697  NAD 83(1996)-  41 58 02.97723(N)    077 25 50.42348(W) AD(       ) 1
 LZ1697  NAD 83(1986)-  41 58 02.97913(N)    077 25 50.42011(W) AD(       ) 1
 LZ1697  NAD 27      -  41 58 02.72177(N)    077 25 51.47602(W) AD(       ) 1
 LZ1697
 LZ1697.Superseded values are not recommended for survey control.
 LZ1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1697.See file dsdata.txt to determine how the superseded data were derived.
 LZ1697
 LZ1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM9858949025(NAD 83)
 LZ1697_MARKER: Z = SEE DESCRIPTION
 LZ1697_SETTING: 0 = UNSPECIFIED SETTING
 LZ1697
 LZ1697  HISTORY     - Date     Condition        Report By
 LZ1697  HISTORY     - 1929     MONUMENTED       CGS
 LZ1697  HISTORY     - 1932     SEE DESCRIPTION  CGS
 LZ1697  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LZ1697  HISTORY     - 1970     SEE DESCRIPTION  LOCSUR
 LZ1697
 LZ1697                          STATION DESCRIPTION
 LZ1697
 LZ1697'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 LZ1697'STATION IS IN DEERFIELD TOWNSHIP, ABOUT 1 MILE NE OF KNOXVILLE ON A
 LZ1697'PROMINENT TIMBERED RIDGE.  IT IS ON THE SECOND SHOULDER OF THE
 LZ1697'RIDGE ABOUT 0.1 MILE N OF THE SOUTHERN POINT OF THE RIDGE.  IT IS ON
 LZ1697'THE W SIDE OF THE HILL ABOUT 11 METERS E OF WHERE THE HILL SLOPES
 LZ1697'TO THE W AND SW IN A SMALL CLEARED PLOT.
 LZ1697'
 LZ1697'SURFACE MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN A
 LZ1697'BOULDER.
 LZ1697'
 LZ1697'UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 LZ1697'DRILL HOLES IN BEDROCK.
 LZ1697'
 LZ1697'REFERENCE MARK NO. 1 IS SW OF THE STATION.  REFERENCE MARK NO. 2 IS W
 LZ1697'OF THE STATION.
 LZ1697'
 LZ1697'TO REACH THE STATION FROM KNOXVILLE GO N ON FIRST STREET E OF THE
 LZ1697'POST OFFICE TO END OF STREET AND THEN STRAIGHT AHEAD
 LZ1697'ON OLD WAGON ROAD THRU WOOD GATE AND THEN IN A NORTHEASTERLY
 LZ1697'DIRECTION ACROSS A PASTURE THRU ANOTHER GATE AND NE THRU
 LZ1697'MEADOW TO WAGON ROAD GOING UP THRU THE WOODS AND TO FIRST FENCE THAT
 LZ1697'CROSSES THE ROAD, TURN E HERE (TRUCK CAN GET NO
 LZ1697'FARTHER AT THIS POINT).  GO E UP SIDE OF RIDGE VEERING TO THE RIGHT
 LZ1697'AND APPROACHING THE STATION FROM THE N.  THE STATION IS
 LZ1697'ABOUT 1 MILE DISTANT FROM WHERE YOU LEAVE THE ROAD.
 LZ1697'
 LZ1697'HEIGHT OF SIGNAL ABOVE STATION MARK 12.5 METERS.
 LZ1697
 LZ1697                          STATION RECOVERY (1932)
 LZ1697
 LZ1697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (ERM)
 LZ1697'STATION RECOVERED AS DESCRIBED.  MARKS IN GOOD CONDITION.
 LZ1697
 LZ1697                          STATION RECOVERY (1933)
 LZ1697
 LZ1697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 LZ1697'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  DESCRIPTION
 LZ1697'ADEQUATE.
 LZ1697'
 LZ1697'THE STATION, UNDERGROUND AND REFERENCE MARKS ARE BRONZE TABLETS AS
 LZ1697'DESCRIBED IN NOTES 4, 8A AND 12A.
 LZ1697'
 LZ1697'THE STATION IS ON PROPERTY OWNED BY ROBERT SEELEY OF KNOXVILLE.
 LZ1697'
 LZ1697'TO REACH STATION, SEE DESCRIPTION OF C.M.T.
 LZ1697
 LZ1697                          STATION RECOVERY (1970)
 LZ1697
 LZ1697'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1970 (JPM)
 LZ1697'RECOVERED BY MCINTOSH AND MCINTOSH LAND SURVEYORS.
 LZ1697'
 LZ1697'KNOX FOUND IN GOOD CONDITION
 LZ1697'RM 1 AND RM 2
 LZ1697'NOT LOOKED FOR, WITNESS POST SET 4 FEET (FOUR FEET)
 LZ1697'EAST OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1678 ***********************************************************************
 LZ1678  DESIGNATION -  KNOXVILLE EAST BASE
 LZ1678  PID         -  LZ1678
 LZ1678  STATE/COUNTY-  PA/TIOGA
 LZ1678  USGS QUAD   -  ELKLAND (1969)
 LZ1678
 LZ1678                         *CURRENT SURVEY CONTROL
 LZ1678  ___________________________________________________________________
 LZ1678* NAD 83(1992)-  41 58 17.16033(N)    077 21 36.68274(W)     ADJUSTED  
 LZ1678* NAVD 88     -       357.     (meters)    1171.     (feet)  SCALED    
 LZ1678  ___________________________________________________________________
 LZ1678  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 LZ1678  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 LZ1678
 LZ1678  HORZ ORDER  -  FIRST
 LZ1678
 LZ1678.The horizontal coordinates were established by classical geodetic methods
 LZ1678.and adjusted by the National Geodetic Survey in June 2002..
 LZ1678
 LZ1678.The orthometric height was scaled from a topographic map.
 LZ1678
 LZ1678.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1678
 LZ1678.The geoid height was determined by GEOID03.
 LZ1678
 LZ1678;                    North         East     Units Scale Factor Converg.
 LZ1678;SPC PA N     -   200,504.790   632,310.531   MT  1.00000355   +0 15 28.4
 LZ1678;SPC PA N     -   657,822.80  2,074,505.47   sFT  1.00000355   +0 15 28.4
 LZ1678;SPC NY C     -   219,213.120   185,611.896   MT  0.99998850   -0 31 10.4
 LZ1678;SPC NY C     -   719,201.71    608,961.70   sFT  0.99998850   -0 31 10.4
 LZ1678;UTM  18      - 4,649,298.979   304,441.371   MT  1.00007060   -1 34 44.0
 LZ1678
 LZ1678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1678!SPC PA N     -   0.99994908  x   1.00000355  =   0.99995263
 LZ1678!SPC NY C     -   0.99994908  x   0.99998850  =   0.99993758
 LZ1678!UTM  18      -   0.99994908  x   1.00007060  =   1.00001968
 LZ1678
 LZ1678:                Primary Azimuth Mark                     Grid Az
 LZ1678:SPC PA N     -  ELKLAND TANNERY STACK                    060 33 28.9
 LZ1678:SPC NY C     -  ELKLAND TANNERY STACK                    061 20 07.7
 LZ1678:UTM  18      -  ELKLAND TANNERY STACK                    062 23 41.3
 LZ1678
 LZ1678|---------------------------------------------------------------------|
 LZ1678| PID    Reference Object                     Distance      Geod. Az  |
 LZ1678|                                                           dddmmss.s |
 LZ1678| LZ1682 ELKLAND TANNERY STACK               APPROX. 4.9 KM 0604857.3 |
 LZ1678| CK7666 KNOXVILLE EAST BASE RM 1            108.020 METERS 18106     |
 LZ1678| CK7667 KNOXVILLE EAST BASE RM 2            252.090 METERS 23809     |
 LZ1678| LZ1677 OCEOLA                              APPROX. 1.3 KM 3352914.2 |
 LZ1678|---------------------------------------------------------------------|
 LZ1678
 LZ1678                          SUPERSEDED SURVEY CONTROL
 LZ1678
 LZ1678  NAD 83(1996)-  41 58 17.15893(N)    077 21 36.68304(W) AD(       ) 1
 LZ1678  NAD 83(1986)-  41 58 17.16115(N)    077 21 36.67965(W) AD(       ) 1
 LZ1678  NAD 27      -  41 58 16.90086(N)    077 21 37.74392(W) AD(       ) 1
 LZ1678
 LZ1678.Superseded values are not recommended for survey control.
 LZ1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1678.See file dsdata.txt to determine how the superseded data were derived.
 LZ1678
 LZ1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM0444149299(NAD 83)
 LZ1678_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1678
 LZ1678  HISTORY     - Date     Condition        Report By
 LZ1678  HISTORY     - 1929     MONUMENTED       CGS
 LZ1678
 LZ1678                          STATION DESCRIPTION
 LZ1678
 LZ1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 LZ1678'STATION IS IN OSCEOLA TOWNSHIP ABOUT 4 MILES E OF KNOXVILLE.  THE
 LZ1678'STATION IS ON PROPERTY OWNED BY MR. R.C. BAKER, WHO LIVES ON
 LZ1678'SPRUCE GROVE FARM ON THE N SIDE OF STATE ROUTE 49, ABOUT 1/2 MILE NW
 LZ1678'OF STATION.  THE STATION IS ON MR. BAKERS EASTERN PROPERTY FENCE
 LZ1678'LINE ABOUT 0.3 MILE S OF ROUTE 49.  THIS FENCE LINE IS ALSO THE
 LZ1678'WESTERN FENCE LINE OF A NARROW LANE THAT LEADS S FROM ROUTE 49 TO
 LZ1678'THE BAKER COTTAGE ON THE COWANESQUE RIVER.
 LZ1678'
 LZ1678'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 LZ1678'SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LZ1678'
 LZ1678'SURFACE MARK IS FLUSH WITH SURFACE.
 LZ1678'
 LZ1678'REFERENCE MARK NO. 1 IS S OF STATION IN FENCE CORNER OF W SIDE OF
 LZ1678'LANE.  REFERENCE MARK NO. 2 IS IN FENCE CORNER ABOUT 25
 LZ1678'DEGREES S OF W FROM STATION.  BOTH REFERENCE MARKS PROJECT 8 INCHES
 LZ1678'ABOVE SURFACE.
 LZ1678'
 LZ1678'TO REACH STATION FROM KNOXVILLE GO E ON STATE ROUTE 49 ABOUT 4 MILES
 LZ1678'TO A POINT WHERE THE HIGHWAY COMES IN CLOSE TO THE RAILROAD
 LZ1678'AND A LANE LEADS S THROUGH FARMYARD TOWARDS RIVER.  THE STATION IS IN
 LZ1678'THE WESTERN FENCE LINE OF THIS LANE ABOUT 0.3 MILE S OF THE
 LZ1678'HIGHWAY.
 LZ1678'
 LZ1678'HEIGHT OF SIGNAL ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1696 ***********************************************************************
 LZ1696  DESIGNATION -  KNOXVILLE WEST BASE
 LZ1696  PID         -  LZ1696
 LZ1696  STATE/COUNTY-  PA/TIOGA
 LZ1696  USGS QUAD   -  KNOXVILLE (1969)
 LZ1696
 LZ1696                         *CURRENT SURVEY CONTROL
 LZ1696  ___________________________________________________________________
 LZ1696* NAD 83(1992)-  41 57 10.61078(N)    077 25 45.72546(W)     ADJUSTED  
 LZ1696* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 LZ1696  ___________________________________________________________________
 LZ1696  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 LZ1696  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 LZ1696
 LZ1696  HORZ ORDER  -  FIRST
 LZ1696
 LZ1696.The horizontal coordinates were established by classical geodetic methods
 LZ1696.and adjusted by the National Geodetic Survey in June 2002..
 LZ1696
 LZ1696.The orthometric height was scaled from a topographic map.
 LZ1696
 LZ1696.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ1696
 LZ1696.The geoid height was determined by GEOID03.
 LZ1696
 LZ1696;                    North         East     Units Scale Factor Converg.
 LZ1696;SPC PA N     -   198,427.996   626,584.103   MT  1.00000048   +0 12 43.6
 LZ1696;SPC PA N     -   651,009.18  2,055,718.01   sFT  1.00000048   +0 12 43.6
 LZ1696;SPC NY C     -   217,214.248   179,857.862   MT  0.99999802   -0 33 56.2
 LZ1696;SPC NY C     -   712,643.75    590,083.67   sFT  0.99999802   -0 33 56.2
 LZ1696;UTM  18      - 4,647,406.639   298,650.842   MT  1.00009889   -1 37 28.7
 LZ1696
 LZ1696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ1696!SPC PA N     -   0.99994718  x   1.00000048  =   0.99994766
 LZ1696!SPC NY C     -   0.99994718  x   0.99999802  =   0.99994520
 LZ1696!UTM  18      -   0.99994718  x   1.00009889  =   1.00004607
 LZ1696
 LZ1696|---------------------------------------------------------------------|
 LZ1696| PID    Reference Object                     Distance      Geod. Az  |
 LZ1696|                                                           dddmmss.s |
 LZ1696| CK7668 KNOXVILLE WEST BASE RM 1            227.350 METERS 00251     |
 LZ1696| LZ1677 OCEOLA                              APPROX. 6.1 KM 0581509.4 |
 LZ1696| LZ1682 ELKLAND TANNERY STACK               APPROX.10.9 KM 0660245.4 |
 LZ1696| CK7669 KNOXVILLE WEST BASE RM 2             96.920 METERS 07146     |
 LZ1696| LZ1698 KNOXVILLE HOLY ROLLER CH SPIRE      APPROX. 1.1 KM 3083809.7 |
 LZ1696|---------------------------------------------------------------------|
 LZ1696
 LZ1696                          SUPERSEDED SURVEY CONTROL
 LZ1696
 LZ1696  NAD 83(1996)-  41 57 10.60913(N)    077 25 45.72576(W) AD(       ) 1
 LZ1696  NAD 83(1986)-  41 57 10.61105(N)    077 25 45.72227(W) AD(       ) 1
 LZ1696  NAD 27      -  41 57 10.35296(N)    077 25 46.77917(W) AD(       ) 1
 LZ1696
 LZ1696.Superseded values are not recommended for survey control.
 LZ1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1696.See file dsdata.txt to determine how the superseded data were derived.
 LZ1696
 LZ1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM9865147407(NAD 83)
 LZ1696_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LZ1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1696
 LZ1696  HISTORY     - Date     Condition        Report By
 LZ1696  HISTORY     - 1929     MONUMENTED       CGS
 LZ1696  HISTORY     - 1954     SEE DESCRIPTION  USGS
 LZ1696
 LZ1696                          STATION DESCRIPTION
 LZ1696
 LZ1696'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CMT)
 LZ1696'STATION IS IN DEERFIELD TOWNSHIP ABOUT 1/4 MILE SE OF THE MAIN STREET
 LZ1696'INTERSECTION IN KNOXVILLE ON PROPERTY OWNED BY MR. GEORGE SEELEY.
 LZ1696'THE STATION IS NEAR THE N BANK OF THE COWANESQUE RIVER AND ALMOST
 LZ1696'DUE S OF THE POINT WHERE THE NEW YORK CENTRAL RAILROAD
 LZ1696'CROSSES THE MAIN HIGHWAY FROM KNOXVILLE.  THE STATION IS ON
 LZ1696'CULTIVATED LAND AND IS 12 METERS NE OF THE FENCE ALONG THE N
 LZ1696'BANK OF THE COWANESQUE RIVER AT A POINT WHERE THE FENCE IS BENDING
 LZ1696'TOWARDS THE RIVER.
 LZ1696'
 LZ1696'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 LZ1696'SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.  THE
 LZ1696'SURFACE MARK IS FLUSH WITH SURFACE.
 LZ1696'
 LZ1696'REFERENCE MARK NO. 1 IS N OF STATION IN THE S FENCE LINE ALONG THE
 LZ1696'NEW YORK CENTRAL RAILROAD.  REFERENCE MARK NO. 2 IS E OF
 LZ1696'STATION AND 2 FEET W OF WIRE FENCE ALONG LINE OF WILLOW TREES.
 LZ1696'
 LZ1696'HEIGHT OF SIGNAL ABOVE STATION MARK 27 METERS.
 LZ1696
 LZ1696                          STATION RECOVERY (1954)
 LZ1696
 LZ1696'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 LZ1696'STATION IS DESCRIBED TO BE LOCATED ON THE NORTH BANK OF THE
 LZ1696'COWANESQUE RIVER BUT NO TRACE OF THE MARK COULD BE FOUND.
 LZ1696'IT IS HIGHLY POSSIBLE THAT THIS MARK COULD HAVE BEEN WASHED INTO THE
 LZ1696'RIVER SINCE THERE IS EVIDENCE OF THE BANKS HAVING BEEN
 LZ1696'CAVED IN NEAR THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0643 ***********************************************************************
 KY0643  DESIGNATION -  KNUPP
 KY0643  PID         -  KY0643
 KY0643  STATE/COUNTY-  PA/WASHINGTON
 KY0643  USGS QUAD   -  WASHINGTON WEST (1969)
 KY0643
 KY0643                         *CURRENT SURVEY CONTROL
 KY0643  ___________________________________________________________________
 KY0643* NAD 83(1992)-  40 08 40.25092(N)    080 18 30.46821(W)     ADJUSTED  
 KY0643* NAVD 88     -       415.698  (meters)    1363.84   (feet)  ADJUSTED  
 KY0643  ___________________________________________________________________
 KY0643  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 KY0643  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 KY0643  DYNAMIC HT  -         415.460 (meters)    1363.06  (feet)  COMP
 KY0643  MODELED GRAV-     980,040.0   (mgal)                       NAVD 88
 KY0643
 KY0643  HORZ ORDER  -  THIRD
 KY0643  VERT ORDER  -  SECOND    CLASS 0
 KY0643
 KY0643.The horizontal coordinates were established by classical geodetic methods
 KY0643.and adjusted by the National Geodetic Survey in June 2002..
 KY0643
 KY0643.The orthometric height was determined by differential leveling
 KY0643.and adjusted by the National Geodetic Survey in June 1991..
 KY0643
 KY0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY0643
 KY0643.The geoid height was determined by GEOID03.
 KY0643
 KY0643.The dynamic height is computed by dividing the NAVD 88
 KY0643.geopotential number by the normal gravity value computed on the
 KY0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0643.degrees latitude (g = 980.6199 gals.).
 KY0643
 KY0643.The modeled gravity was interpolated from observed gravity values.
 KY0643
 KY0643;                    North         East     Units Scale Factor Converg.
 KY0643;SPC PA S     -    93,226.850   382,020.437   MT  0.99997370   -1 39 35.7
 KY0643;SPC PA S     -   305,861.76  1,253,345.38   sFT  0.99997370   -1 39 35.7
 KY0643;UTM  17      - 4,444,026.266   558,904.974   MT  0.99964271   +0 26 45.1
 KY0643
 KY0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY0643!SPC PA S     -   0.99994007  x   0.99997370  =   0.99991378
 KY0643!UTM  17      -   0.99994007  x   0.99964271  =   0.99958281
 KY0643
 KY0643:                Primary Azimuth Mark                     Grid Az
 KY0643:SPC PA S     -  WASHINGTON HOSPITAL DOME                 052 00 55.9
 KY0643:UTM  17      -  WASHINGTON HOSPITAL DOME                 049 54 35.1
 KY0643
 KY0643|---------------------------------------------------------------------|
 KY0643| PID    Reference Object                     Distance      Geod. Az  |
 KY0643|                                                           dddmmss.s |
 KY0643| KY3136 WASHINGTON HOSPITAL DOME            APPROX. 6.9 KM 0502120.2 |
 KY0643| KY3130 WASHINGTON HOSPITAL STACK           APPROX. 6.9 KM 0502842.4 |
 KY0643| KY3133 WASHINGTON RADIO STA WJPA MAST      APPROX. 8.1 KM 0514723.6 |
 KY0643| KY3141 THOMPSON                            APPROX. 2.5 KM 0541236.0 |
 KY0643| KY0645 KNUPP RM 1                           14.384 METERS 17600     |
 KY0643| KY0646 KNUPP 2                              20.510 METERS 19033     |
 KY0643| CX3982 KNUPP RM 2                           15.512 METERS 25357     |
 KY0643|---------------------------------------------------------------------|
 KY0643
 KY0643                          SUPERSEDED SURVEY CONTROL
 KY0643
 KY0643  NAD 83(1995)-  40 08 40.25057(N)    080 18 30.46799(W) AD(       ) 3
 KY0643  NAD 83(1986)-  40 08 40.25566(N)    080 18 30.47654(W) AD(       ) 3
 KY0643  NAD 27      -  40 08 39.99750(N)    080 18 31.25360(W) AD(       ) 3
 KY0643  NGVD 29 (??/??/92)  415.83   (m)         1364.3    (f) COMPUTED    2 0
 KY0643
 KY0643.Superseded values are not recommended for survey control.
 KY0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0643.See file dsdata.txt to determine how the superseded data were derived.
 KY0643
 KY0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE5890544026(NAD 83)
 KY0643_MARKER: DS = TRIANGULATION STATION DISK
 KY0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0643_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KY0643_STAMPING: KNUPP 1959
 KY0643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0643
 KY0643  HISTORY     - Date     Condition        Report By
 KY0643  HISTORY     - 1960     MONUMENTED       CGS
 KY0643  HISTORY     - 1960     GOOD             NGS
 KY0643  HISTORY     - 1960     SEE DESCRIPTION  CGS
 KY0643
 KY0643                          STATION DESCRIPTION
 KY0643
 KY0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KY0643'STATION IS LOCATED ON THE NORTHEAST SLOPE OF A LOW HILL, ABOUT 3
 KY0643'MILES SOUTHWEST OF WASHINGTON, 7 MILES NORTHEAST OF CLAYSVILLE,
 KY0643'100 FEET NORTHEAST OF THE HIGHEST POINT OF THE HILL AND ON
 KY0643'PROPERTY OWNED BY MRS. VIVIAN KNUPP.
 KY0643'
 KY0643'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAYS 18, 31 AND
 KY0643'U.S. HIGHWAY 40 IN THE WEST EDGE OF WASHINGTON. GO WEST ON
 KY0643'HIGHWAY 40 FOR 3.58 MILES, A CROSSROAD AND CLUB 40 BAR ON THE
 KY0643'LEFT.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 0.51 MILE TO
 KY0643'A SIDE ROAD LEFT, CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.07
 KY0643'MILE AND STATION ON THE LEFT HAND SIDE OF THE ROAD.
 KY0643'
 KY0643'STATION MARK IS A STANDARD DISK, STAMPED KNUPP 1959, SET IN THE
 KY0643'TOP OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 KY0643'SURFACE.  IT IS ABOUT 44 FEET EAST OF THE CENTER OF A GRAVELED
 KY0643'ROAD AND 5 FEET SOUTH OF A STANDARD METAL WITNESS POST.
 KY0643'
 KY0643'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KNUPP NO 1
 KY0643'1959, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH
 KY0643'WITH THE GROUND SURFACE.  IT IS 74 FEET EAST OF THE CENTER OF THE
 KY0643'GRAVELED ROAD AND 50 FEET SOUTH OF THE WITNESS POST.
 KY0643'
 KY0643'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KNUPP NO 2
 KY0643'1959, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH
 KY0643'WITH THE GROUND SURFACE.  IT IS ABOUT 74 FEET EAST OF THE CENTER
 KY0643'OF THE GRAVELED ROAD AND 53 FEET WEST OF THE WITNESS POST.
 KY0643'
 KY0643'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 KY0643
 KY0643                          STATION RECOVERY (1960)
 KY0643
 KY0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KY0643'4.1 MI SW FROM WASHINGTON.
 KY0643'ABOUT 3.6 MILE SOUTHWEST ALONG U.S. HIGHWAY 40 TO A SIDE ROAD
 KY0643'SOUTH, AND CLUB 40 ON THE SOUTH SIDE OF THE HIGHWAY, THENCE
 KY0643'0.5 MILE SOUTH ON THE GRAVEL ROAD.  THIS IS ABOUT 0.05 MILE
 KY0643'SOUTHWEST OF A ROAD JUNCTION, ABOUT 150 FEET EAST OF THE CREST
 KY0643'OF THE HILL.
 KY0643
 KY0643                          STATION RECOVERY (1960)
 KY0643
 KY0643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KY0643'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 KY0643'DESCRIBED AND FOUND IN GOOD CONDITION.  DUE TO HIGHWAY
 KY0643'CONSTRUCTION THE STATION MARK AND REFERENCE MARK 2 HAD TO BE
 KY0643'DESTROYED.  A NEW STATION KNUPP 2 AND REFERENCE MARK 2 WERE
 KY0643'RE-RESTABLISHED AT THIS DATE, AS DESCRIBED ON FORM 525.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0644 ***********************************************************************
 KY0644  DESIGNATION -  KNUPP 2 RM
 KY0644  PID         -  KY0644
 KY0644  STATE/COUNTY-  PA/WASHINGTON
 KY0644  USGS QUAD   -  WASHINGTON WEST (1969)
 KY0644
 KY0644                         *CURRENT SURVEY CONTROL
 KY0644  ___________________________________________________________________
 KY0644* NAD 83(1986)-  40 08 39.     (N)    080 18 30.     (W)     SCALED    
 KY0644* NAVD 88     -       417.708  (meters)    1370.43   (feet)  ADJUSTED  
 KY0644  ___________________________________________________________________
 KY0644  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 KY0644  DYNAMIC HT  -         417.469 (meters)    1369.65  (feet)  COMP
 KY0644  MODELED GRAV-     980,040.0   (mgal)                       NAVD 88
 KY0644
 KY0644  VERT ORDER  -  SECOND    CLASS 0
 KY0644
 KY0644.The horizontal coordinates were scaled from a topographic map and have
 KY0644.an estimated accuracy of +/- 6 seconds.
 KY0644
 KY0644.The orthometric height was determined by differential leveling
 KY0644.and adjusted by the National Geodetic Survey in June 1991..
 KY0644
 KY0644.The geoid height was determined by GEOID03.
 KY0644
 KY0644.The dynamic height is computed by dividing the NAVD 88
 KY0644.geopotential number by the normal gravity value computed on the
 KY0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0644.degrees latitude (g = 980.6199 gals.).
 KY0644
 KY0644.The modeled gravity was interpolated from observed gravity values.
 KY0644
 KY0644;                    North         East    Units  Estimated Accuracy
 KY0644;SPC PA S     -    93,190.      382,030.      MT  (+/- 180 meters Scaled)
 KY0644
 KY0644                          SUPERSEDED SURVEY CONTROL
 KY0644
 KY0644  NGVD 29 (??/??/92)  417.84   (m)         1370.9    (f) COMPUTED    2 0
 KY0644
 KY0644.Superseded values are not recommended for survey control.
 KY0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0644.See file dsdata.txt to determine how the superseded data were derived.
 KY0644
 KY0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE589439(NAD 83)
 KY0644_MARKER: DS = TRIANGULATION STATION DISK
 KY0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0644_STAMPING: KNUPP 2 1960
 KY0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0644+STABILITY: SURFACE MOTION
 KY0644
 KY0644  HISTORY     - Date     Condition        Report By
 KY0644  HISTORY     - 1960     MONUMENTED       CGS
 KY0644
 KY0644                          STATION DESCRIPTION
 KY0644
 KY0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0644'3 MI SW FROM WASHINGTON.
 KY0644'THIS MARK IS LOCATED 3.0 MILES SOUTHWEST OF WASHINGTON, 7.0
 KY0644'MILES NORTHEAST OF CLAYSVILLE, ON THE NORTHEAST SLOPE OF A LOW
 KY0644'HILL, 75.0 FEET NORTHEAST OF THE HIGHEST POINT OF THE HILL,
 KY0644'5.0 FEET EAST OF THE EAST EDGE OF A CUT BANK AND ON PROPERTY OWNED
 KY0644'BY MRS. VIVIAN KNUPP, 6.2 FEET SOUTH OF A STANDARD METAL WITNESS
 KY0644'POST AND SET IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT
 KY0644'WHICH PROJECTS ABOUT 1 INCH ABOVE THE SURFACE OF THE
 KY0644'GROUND.  NOTE-- TO REACH THE STATION FROM THE JUNCTION OF STATE
 KY0644'HIGHWAYS 18, 31 AND U.S. HIGHWAY 40 IN THE WEST EDGE OF
 KY0644'WASHINGTON, GO WEST ON U.S. HIGHWAY 40 FOR 3.58 MILES TO A
 KY0644'CROSSROAD AND CLUB 40 BAR ON THE LEFT, TURN LEFT AND GO SOUTH
 KY0644'ON A GRAVELED ROAD FOR 0.58 MILE TO THE STATION ON THE LEFT,
 KY0644'EAST, SIDE OF THE ROAD AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0647 ***********************************************************************
 KY0647  DESIGNATION -  KNUPP 2 RM 1
 KY0647  PID         -  KY0647
 KY0647  STATE/COUNTY-  PA/WASHINGTON
 KY0647  USGS QUAD   -  WASHINGTON WEST (1969)
 KY0647
 KY0647                         *CURRENT SURVEY CONTROL
 KY0647  ___________________________________________________________________
 KY0647* NAD 83(1986)-  40 08 39.     (N)    080 18 30.     (W)     SCALED    
 KY0647* NAVD 88     -       415.37   (+/-2cm)    1362.8    (feet)  VERTCON   
 KY0647  ___________________________________________________________________
 KY0647  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 KY0647
 KY0647  VERT ORDER  -  ? (See Below)
 KY0647
 KY0647.The horizontal coordinates were scaled from a topographic map and have
 KY0647.an estimated accuracy of +/- 6 seconds.
 KY0647
 KY0647.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY0647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY0647.The vertical order pertains to the NGVD 29 superseded value.
 KY0647
 KY0647.The geoid height was determined by GEOID03.
 KY0647
 KY0647;                    North         East    Units  Estimated Accuracy
 KY0647;SPC PA S     -    93,190.      382,030.      MT  (+/- 180 meters Scaled)
 KY0647
 KY0647                          SUPERSEDED SURVEY CONTROL
 KY0647
 KY0647  NGVD 29 (??/??/92)  415.504  (m)         1363.20   (f) ADJ UNCH    ?  
 KY0647
 KY0647.Superseded values are not recommended for survey control.
 KY0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0647.See file dsdata.txt to determine how the superseded data were derived.
 KY0647
 KY0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE589439(NAD 83)
 KY0647_MARKER: DR = REFERENCE MARK DISK
 KY0647_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0647_SP_SET: CONC CYLINDER
 KY0647_STAMPING: KNUPP 2 1959
 KY0647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0647
 KY0647  HISTORY     - Date     Condition        Report By
 KY0647  HISTORY     - 1959     MONUMENTED       CGS
 KY0647  HISTORY     - 1960     GOOD             NGS
 KY0647
 KY0647                          STATION DESCRIPTION
 KY0647
 KY0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0647'3 MI SW FROM WASHINGTON.
 KY0647'THIS MARK IS LOCATED 3.0 MILES SOUTHWEST OF WASHINGTON, 7.0
 KY0647'MILES NORTHEAST OF CLAYSVILLE, 19.2 FEET NORTH OF A STANDARD
 KY0647'METAL WITNESS POST AND MARKER, 10.0 FEET EAST OF THE EAST
 KY0647'EDGE OF A CUT BANK AND SET IN THE TOP OF A 12-INCH CONCRETE
 KY0647'CYLINDER FLUSH WITH THE SURFACE OF THE GROUND AND 0.89 FEET
 KY0647'LOWER THAN THE STATION.  NOTE-- R.M. 1 IS NOW STAMPED KNUPP 2
 KY0647'1959 R.M. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0648 ***********************************************************************
 KY0648  DESIGNATION -  KNUPP 2 RM 2
 KY0648  PID         -  KY0648
 KY0648  STATE/COUNTY-  PA/WASHINGTON
 KY0648  USGS QUAD   -  WASHINGTON WEST (1969)
 KY0648
 KY0648                         *CURRENT SURVEY CONTROL
 KY0648  ___________________________________________________________________
 KY0648* NAD 83(1986)-  40 08 39.     (N)    080 18 30.     (W)     SCALED    
 KY0648* NAVD 88     -       414.98   (+/-2cm)    1361.5    (feet)  VERTCON   
 KY0648  ___________________________________________________________________
 KY0648  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 KY0648
 KY0648  VERT ORDER  -  THIRD (See Below)
 KY0648
 KY0648.The horizontal coordinates were scaled from a topographic map and have
 KY0648.an estimated accuracy of +/- 6 seconds.
 KY0648
 KY0648.The NAVD 88 height was computed by applying the VERTCON shift value to
 KY0648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KY0648.The vertical order pertains to the NGVD 29 superseded value.
 KY0648
 KY0648.The geoid height was determined by GEOID03.
 KY0648
 KY0648;                    North         East    Units  Estimated Accuracy
 KY0648;SPC PA S     -    93,190.      382,030.      MT  (+/- 180 meters Scaled)
 KY0648
 KY0648                          SUPERSEDED SURVEY CONTROL
 KY0648
 KY0648  NGVD 29 (??/??/??)  415.11   (m)         1361.9    (f) RESET       3  
 KY0648
 KY0648.Superseded values are not recommended for survey control.
 KY0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0648.See file dsdata.txt to determine how the superseded data were derived.
 KY0648
 KY0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE589439(NAD 83)
 KY0648_MARKER: DR = REFERENCE MARK DISK
 KY0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0648_STAMPING: KNUPP 2 1960
 KY0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0648+STABILITY: SURFACE MOTION
 KY0648
 KY0648  HISTORY     - Date     Condition        Report By
 KY0648  HISTORY     - 1960     MONUMENTED       CGS
 KY0648
 KY0648                          STATION DESCRIPTION
 KY0648
 KY0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0648'3 MI SW FROM WASHINGTON.
 KY0648'THIS MARK IS LOCATED 3.0 MILES SOUTHWEST OF WASHINGTON, 7.0
 KY0648'MILES NORTHEAST OF CLAYSVILLE, 29.0 FEET EAST OF THE EAST
 KY0648'EDGE OF A CUT BANK, 23.1 FEET EAST-SOUTHWEST OF A STANDARD
 KY0648'METAL WITNESS POST AND MARKER, 4.83 FEET LOWER THAN THE STATION
 KY0648'AND SET IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT WHICH
 KY0648'PROJECTS ABOUT 1 INCH ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0645 ***********************************************************************
 KY0645  DESIGNATION -  KNUPP RM 1
 KY0645  PID         -  KY0645
 KY0645  STATE/COUNTY-  PA/WASHINGTON
 KY0645  USGS QUAD   -  WASHINGTON WEST (1969)
 KY0645
 KY0645                         *CURRENT SURVEY CONTROL
 KY0645  ___________________________________________________________________
 KY0645* NAD 83(1986)-  40 08 39.     (N)    080 18 30.     (W)     SCALED    
 KY0645* NAVD 88     -       415.370  (meters)    1362.76   (feet)  ADJUSTED  
 KY0645  ___________________________________________________________________
 KY0645  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 KY0645  DYNAMIC HT  -         415.132 (meters)    1361.98  (feet)  COMP
 KY0645  MODELED GRAV-     980,040.0   (mgal)                       NAVD 88
 KY0645
 KY0645  VERT ORDER  -  SECOND    CLASS 0
 KY0645
 KY0645.The horizontal coordinates were scaled from a topographic map and have
 KY0645.an estimated accuracy of +/- 6 seconds.
 KY0645
 KY0645.The orthometric height was determined by differential leveling
 KY0645.and adjusted by the National Geodetic Survey in June 1991..
 KY0645
 KY0645.The geoid height was determined by GEOID03.
 KY0645
 KY0645.The dynamic height is computed by dividing the NAVD 88
 KY0645.geopotential number by the normal gravity value computed on the
 KY0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0645.degrees latitude (g = 980.6199 gals.).
 KY0645
 KY0645.The modeled gravity was interpolated from observed gravity values.
 KY0645
 KY0645;                    North         East    Units  Estimated Accuracy
 KY0645;SPC PA S     -    93,190.      382,030.      MT  (+/- 180 meters Scaled)
 KY0645
 KY0645                          SUPERSEDED SURVEY CONTROL
 KY0645
 KY0645  NGVD 29 (??/??/92)  415.50   (m)         1363.2    (f) COMPUTED    2 0
 KY0645
 KY0645.Superseded values are not recommended for survey control.
 KY0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0645.See file dsdata.txt to determine how the superseded data were derived.
 KY0645
 KY0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE589439(NAD 83)
 KY0645_MARKER: DR = REFERENCE MARK DISK
 KY0645_SETTING: 0 = UNSPECIFIED SETTING
 KY0645_STAMPING: KNUPP NO 1 1959
 KY0645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0645
 KY0645  HISTORY     - Date     Condition        Report By
 KY0645  HISTORY     - 1959     MONUMENTED       CGS
 KY0645  HISTORY     - 1960     GOOD             NGS
 KY0645
 KY0645                          STATION DESCRIPTION
 KY0645
 KY0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0645'4.1 MI SW FROM WASHINGTON.
 KY0645'ABOUT 3.6 MILE SOUTH WEST ALONG U.S. 40 TO A SIDE ROAD SOUTH,
 KY0645'(CLUB 40 ON THE SOUTH SIDE OF THE HIGHWAY), THENCE 0.5 MILE SOUTH
 KY0645'ON THE GRAVEL ROAD.  THIS IS ABOUT 0.05 MILE SOUTH WEST OF ROAD
 KY0645'JUNCTION, ABOUT 150 FEET EAST OF THE CREST OF THE HILL.
 KY0645'NOTE-- KNUPP RM 1 IS NOW STAMPED KNUPP Z 1959 RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0081 ***********************************************************************
 LZ0081  DESIGNATION -  KOONTZ
 LZ0081  PID         -  LZ0081
 LZ0081  STATE/COUNTY-  PA/BRADFORD
 LZ0081  USGS QUAD   -  ROME (1978)
 LZ0081
 LZ0081                         *CURRENT SURVEY CONTROL
 LZ0081  ___________________________________________________________________
 LZ0081* NAD 83(1992)-  41 45 10.34930(N)    076 20 47.63062(W)     ADJUSTED  
 LZ0081* NAVD 88     -       304.383  (meters)     998.63   (feet)  ADJUSTED  
 LZ0081  ___________________________________________________________________
 LZ0081  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 LZ0081  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 LZ0081  DYNAMIC HT  -         304.261 (meters)     998.23  (feet)  COMP
 LZ0081  MODELED GRAV-     980,215.6   (mgal)                       NAVD 88
 LZ0081
 LZ0081  HORZ ORDER  -  SECOND
 LZ0081  VERT ORDER  -  SECOND    CLASS 0
 LZ0081
 LZ0081.The horizontal coordinates were established by classical geodetic methods
 LZ0081.and adjusted by the National Geodetic Survey in June 2002..
 LZ0081
 LZ0081.The orthometric height was determined by differential leveling
 LZ0081.and adjusted by the National Geodetic Survey in June 1991..
 LZ0081
 LZ0081.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ0081
 LZ0081.The geoid height was determined by GEOID03.
 LZ0081
 LZ0081.The dynamic height is computed by dividing the NAVD 88
 LZ0081.geopotential number by the normal gravity value computed on the
 LZ0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0081.degrees latitude (g = 980.6199 gals.).
 LZ0081
 LZ0081.The modeled gravity was interpolated from observed gravity values.
 LZ0081
 LZ0081;                    North         East     Units Scale Factor Converg.
 LZ0081;SPC PA N     -   177,102.607   716,716.390   MT  0.99997395   +0 55 42.3
 LZ0081;SPC PA N     -   581,044.14  2,351,427.02   sFT  0.99997395   +0 55 42.3
 LZ0081;UTM  18      - 4,623,214.915   388,049.138   MT  0.99975423   -0 53 48.5
 LZ0081
 LZ0081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ0081!SPC PA N     -   0.99995737  x   0.99997395  =   0.99993132
 LZ0081!UTM  18      -   0.99995737  x   0.99975423  =   0.99971161
 LZ0081
 LZ0081|---------------------------------------------------------------------|
 LZ0081| PID    Reference Object                     Distance      Geod. Az  |
 LZ0081|                                                           dddmmss.s |
 LZ0081| LZ0080 KOONTZ RM 1                           8.516 METERS 04219     |
 LZ0081| LZ0082 KOONTZ RM 2                           8.810 METERS 22044     |
 LZ0081| CF3172 KOONTZ AZ MK                                       3041817.5 |
 LZ0081|---------------------------------------------------------------------|
 LZ0081
 LZ0081                          SUPERSEDED SURVEY CONTROL
 LZ0081
 LZ0081  NAD 83(1996)-  41 45 10.34882(N)    076 20 47.63038(W) AD(       ) 2
 LZ0081  NAD 83(1986)-  41 45 10.34994(N)    076 20 47.62961(W) AD(       ) 2
 LZ0081  NAD 27      -  41 45 10.07875(N)    076 20 48.85514(W) AD(       ) 2
 LZ0081  NGVD 29 (??/??/92)  304.594  (m)          999.32   (f) ADJ UNCH    2 0
 LZ0081
 LZ0081.Superseded values are not recommended for survey control.
 LZ0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0081.See file dsdata.txt to determine how the superseded data were derived.
 LZ0081
 LZ0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM8804923215(NAD 83)
 LZ0081_MARKER: DE = TRAVERSE STATION DISK
 LZ0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0081_STAMPING: KOONTZ 1968
 LZ0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0081+STABILITY: SURFACE MOTION
 LZ0081
 LZ0081  HISTORY     - Date     Condition        Report By
 LZ0081  HISTORY     - 1968     MONUMENTED       CGS
 LZ0081  HISTORY     - 1968     GOOD             CGS
 LZ0081  HISTORY     - 20030915 POOR             PADT
 LZ0081
 LZ0081                          STATION DESCRIPTION
 LZ0081
 LZ0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (WMJ)
 LZ0081'THE STATION IS LOCATED ABOUT 4-1/2 MILES OUTH OF ROME, 3 MILES EAST
 LZ0081'OF WYSOX, 150 YARDS NORTH OF U.S. HIGHWAY 6 AND ON THE
 LZ0081'PROPERTY OF MR. JOE C. KOONTZ.
 LZ0081'
 LZ0081'TO REACH THE STATION FROM THE POST OFFICE IN WYSOX, GO EAST ON U.S.
 LZ0081'HIGHWAY 6 FOR 3.8 MILES TO BENCH MARK B 356 ON THE RIGHT AT A DIRT
 LZ0081'CROSSROAD, CONTINUE EAST ON HIGHWAY 6 FOR 0.35 MILE TO A FARM LANE ON
 LZ0081'THE LEFT, MR. KOONTZS MAIL BOX AND POWER LINE POLE NO.
 LZ0081'A20X1537.  TURN LEFT AND GO NORTH, ACROSS FIELD, FOR 0.1 MILE TO THE
 LZ0081'STATION IN AN OLD NORTH-SOUTH FENCE LINE.
 LZ0081'
 LZ0081'THE STATION MARK IS 91 FEET SOUTHWEST OF POWER LINE POLE NO. TW136
 LZ0081'AND 3.6 FEET SOUTHWEST OF A METAL WITNESS POST.  IT IS A
 LZ0081'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE
 LZ0081'GROUND AND IS STAMPED KOONTZ 1968.
 LZ0081'
 LZ0081'REFERENCE MARK NUMBER 1 IS 63 FEET SOUTHWEST OF POWER LINE POLE NO.
 LZ0081'TW136 AND 24.4 FEET NORTHEAST OF THE WITNESS POST.
 LZ0081'IT IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 LZ0081'PROJECTING 1 INCH AND IS STAMPED KOONTZ NO 1 1968.
 LZ0081'
 LZ0081'REFERENCE MARK NUMBER 2 IS 120 FEET SOUTHWEST OF POWER LINE POLE NO.
 LZ0081'TW136 AND 32.8 FEET SOUTHWEST OF THE WITNESS POST.  IT
 LZ0081'IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH
 LZ0081'WITH THE GROUND AND IS STAMPED KOONTZ NO 2 1968.
 LZ0081'
 LZ0081'BENCH MARK B 356 IS 22 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF
 LZ0081'U.S. HIGHWAY 6, 18 FEET NORTHWEST OF THE APPROXIMATE
 LZ0081'CENTER OF THE DIRT ROAD, 3 FEET NORTH OF POWER LINE POLE NO. 30 AND
 LZ0081'1.2 FEET SOUTHEAST OF A METAL WITNESS POST.  IT IS A
 LZ0081'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 4
 LZ0081'INCHES AND IS STAMPED B 356 1968.
 LZ0081'
 LZ0081'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 LZ0081
 LZ0081                          STATION RECOVERY (1968)
 LZ0081
 LZ0081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 LZ0081'4.1 MI SE FROM WYSOX.
 LZ0081'4.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE
 LZ0081'IN WYSOX TO A FARM LANE AND MR. KOONTZS MAIL BOX ON THE NORTH
 LZ0081'SIDE OF HIGHWAY, THENCE NORTH FOR 0.1 MILE TO THE STATION IN A
 LZ0081'NORTH-SOUTH FENCE LINE, 28.90 FEET NORTHEAST OF RM 2, 27.94
 LZ0081'FEET SOUTHWEST OF RM 1, 91 FEET SOUTHWEST OF POWER LINE POLE NO.
 LZ0081'TW 136, 3.6 FEET SOUTHWEST OF A METAL WITNESS SIGN, SET IN THE
 LZ0081'TOP OF A CONCRETE POST, FLUSH, AND IS ABOUT 40 FEET ABOVE THE
 LZ0081'LEVEL OF THE HIGHWAY.
 LZ0081
 LZ0081                          STATION RECOVERY (2003)
 LZ0081
 LZ0081'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (JAG)
 LZ0081'NGS PUBLISHED ELEVATION WAS DETERMINED TO BE BAD BY PENNDOT.  A NEW
 LZ0081'LEVEL LINE FROM E 356 - L 53 - D 356 - KOONTZ RM 2 - KOONTZ - KOONTZ
 LZ0081'RM 1 WAS RUN.  NEW PENNDOT ELEVATION FOR KOONTZ IS 304.374 M (998.60
 LZ0081'FT).
 LZ0081' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2293 ***********************************************************************
 KX2293  DESIGNATION -  KOONTZ
 KX2293  PID         -  KX2293
 KX2293  STATE/COUNTY-  PA/SOMERSET
 KX2293  USGS QUAD   -  HOOVERSVILLE (1994)
 KX2293
 KX2293                         *CURRENT SURVEY CONTROL
 KX2293  ___________________________________________________________________
 KX2293* NAD 83(1992)-  40 10 16.46428(N)    078 56 25.01836(W)     ADJUSTED  
 KX2293* NAVD 88     -       661.     (meters)    2169.     (feet)  SCALED    
 KX2293  ___________________________________________________________________
 KX2293  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 KX2293  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KX2293
 KX2293  HORZ ORDER  -  THIRD
 KX2293
 KX2293.The horizontal coordinates were established by classical geodetic methods
 KX2293.and adjusted by the National Geodetic Survey in June 2002..
 KX2293
 KX2293.The orthometric height was scaled from a topographic map.
 KX2293
 KX2293.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2293
 KX2293.The geoid height was determined by GEOID03.
 KX2293
 KX2293;                    North         East     Units Scale Factor Converg.
 KX2293;SPC PA S     -    93,719.835   498,617.484   MT  0.99997133   -0 46 20.1
 KX2293;SPC PA S     -   307,479.16  1,635,880.86   sFT  0.99997133   -0 46 20.1
 KX2293;SPC PA N     -     1,204.736   498,595.335   MT  1.00019100   -0 47 14.7
 KX2293;SPC PA N     -     3,952.54  1,635,808.19   sFT  1.00019100   -0 47 14.7
 KX2293;UTM  17      - 4,448,797.493   675,383.284   MT  0.99997866   +1 19 44.4
 KX2293
 KX2293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2293!SPC PA S     -   0.99990135  x   0.99997133  =   0.99987269
 KX2293!SPC PA N     -   0.99990135  x   1.00019100  =   1.00009233
 KX2293!UTM  17      -   0.99990135  x   0.99997866  =   0.99988002
 KX2293
 KX2293:                Primary Azimuth Mark                     Grid Az
 KX2293:SPC PA S     -  GARDNER                                  231 37 49.8
 KX2293:SPC PA N     -  GARDNER                                  231 38 44.4
 KX2293:UTM  17      -  GARDNER                                  229 31 45.3
 KX2293
 KX2293|---------------------------------------------------------------------|
 KX2293| PID    Reference Object                     Distance      Geod. Az  |
 KX2293|                                                           dddmmss.s |
 KX2293| KX2294 GARDNER                             APPROX. 2.2 KM 2305129.7 |
 KX2293|---------------------------------------------------------------------|
 KX2293
 KX2293                          SUPERSEDED SURVEY CONTROL
 KX2293
 KX2293  NAD 83(1995)-  40 10 16.47004(N)    078 56 25.02445(W) AD(       ) 3
 KX2293  NAD 83(1986)-  40 10 16.47061(N)    078 56 25.02477(W) AD(       ) 3
 KX2293  NAD 27      -  40 10 16.18375(N)    078 56 25.93289(W) AD(       ) 3
 KX2293
 KX2293.Superseded values are not recommended for survey control.
 KX2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2293.See file dsdata.txt to determine how the superseded data were derived.
 KX2293
 KX2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE7538348797(NAD 83)
 KX2293_MARKER: Z = SEE DESCRIPTION
 KX2293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX2293_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KX2293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX2293+STABILITY: SURFACE MOTION
 KX2293
 KX2293  HISTORY     - Date     Condition        Report By
 KX2293  HISTORY     - 1911     MONUMENTED       USGS
 KX2293
 KX2293                          STATION DESCRIPTION
 KX2293
 KX2293'DESCRIBED BY US GEOLOGICAL SURVEY 1911
 KX2293'ON LAND OWNED BY MR. KOONTZ, ABOUT 2.0 MI W. OF HOOVERVILLE, PA.,
 KX2293'AND ABOUT 0.25 MI N. OF HIS HOUSE.  IT IS ON SUMMIT OF A VERY SHARP,
 KX2293'BALD KNOB.
 KX2293'
 KX2293'STATION MARK, A 8 BY 8 BY 36-IN. CONCRETE POST SET 30 IN. IN GROUND.
 KX2293'THE TOP OF POST IS A PYRAMID.
 KX2293'
 KX2293'SIGNAL, A SAWED LUMBER TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0080 ***********************************************************************
 LZ0080  DESIGNATION -  KOONTZ RM 1
 LZ0080  PID         -  LZ0080
 LZ0080  STATE/COUNTY-  PA/BRADFORD
 LZ0080  USGS QUAD   -  ROME (1978)
 LZ0080
 LZ0080                         *CURRENT SURVEY CONTROL
 LZ0080  ___________________________________________________________________
 LZ0080* NAD 83(1986)-  41 45 10.     (N)    076 20 47.     (W)     SCALED    
 LZ0080* NAVD 88     -       305.525  (meters)    1002.38   (feet)  ADJUSTED  
 LZ0080  ___________________________________________________________________
 LZ0080  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 LZ0080  DYNAMIC HT  -         305.403 (meters)    1001.98  (feet)  COMP
 LZ0080  MODELED GRAV-     980,215.6   (mgal)                       NAVD 88
 LZ0080
 LZ0080  VERT ORDER  -  SECOND    CLASS 0
 LZ0080
 LZ0080.The horizontal coordinates were scaled from a topographic map and have
 LZ0080.an estimated accuracy of +/- 6 seconds.
 LZ0080
 LZ0080.The orthometric height was determined by differential leveling
 LZ0080.and adjusted by the National Geodetic Survey in June 1991..
 LZ0080
 LZ0080.The geoid height was determined by GEOID03.
 LZ0080
 LZ0080.The dynamic height is computed by dividing the NAVD 88
 LZ0080.geopotential number by the normal gravity value computed on the
 LZ0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0080.degrees latitude (g = 980.6199 gals.).
 LZ0080
 LZ0080.The modeled gravity was interpolated from observed gravity values.
 LZ0080
 LZ0080;                    North         East    Units  Estimated Accuracy
 LZ0080;SPC PA N     -   177,090.      716,730.      MT  (+/- 180 meters Scaled)
 LZ0080
 LZ0080                          SUPERSEDED SURVEY CONTROL
 LZ0080
 LZ0080  NGVD 29 (??/??/92)  305.736  (m)         1003.07   (f) ADJ UNCH    2 0
 LZ0080
 LZ0080.Superseded values are not recommended for survey control.
 LZ0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0080.See file dsdata.txt to determine how the superseded data were derived.
 LZ0080
 LZ0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM880232(NAD 83)
 LZ0080_MARKER: DR = REFERENCE MARK DISK
 LZ0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0080_STAMPING: KOONTZ NO 1 1968
 LZ0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0080+STABILITY: SURFACE MOTION
 LZ0080
 LZ0080  HISTORY     - Date     Condition        Report By
 LZ0080  HISTORY     - 1968     MONUMENTED       CGS
 LZ0080  HISTORY     - 20030915 GOOD             PADT
 LZ0080
 LZ0080                          STATION DESCRIPTION
 LZ0080
 LZ0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ0080'4.1 MI SE FROM WYSOX.
 LZ0080'AT THE KOONTZ STATION SITE-- 27.94 FEET NORTHEAST OF THE
 LZ0080'STATION, 63 FEET SOUTHWEST OF POWER LINE POLE NO. TW136, 24.4 FEET
 LZ0080'NORTHEAST OF A METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE
 LZ0080'POST PROJECTING 1-INCH AND IS ABOUT 4 FEET ABOVE THE LEVEL OF
 LZ0080'THE STATION.
 LZ0080
 LZ0080                          STATION RECOVERY (2003)
 LZ0080
 LZ0080'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (JAG)
 LZ0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0082 ***********************************************************************
 LZ0082  DESIGNATION -  KOONTZ RM 2
 LZ0082  PID         -  LZ0082
 LZ0082  STATE/COUNTY-  PA/BRADFORD
 LZ0082  USGS QUAD   -  ROME (1978)
 LZ0082
 LZ0082                         *CURRENT SURVEY CONTROL
 LZ0082  ___________________________________________________________________
 LZ0082* NAD 83(1986)-  41 45 10.     (N)    076 20 47.     (W)     SCALED    
 LZ0082* NAVD 88     -       303.337  (meters)     995.20   (feet)  ADJUSTED  
 LZ0082  ___________________________________________________________________
 LZ0082  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 LZ0082  DYNAMIC HT  -         303.216 (meters)     994.80  (feet)  COMP
 LZ0082  MODELED GRAV-     980,215.6   (mgal)                       NAVD 88
 LZ0082
 LZ0082  VERT ORDER  -  SECOND    CLASS 0
 LZ0082
 LZ0082.The horizontal coordinates were scaled from a topographic map and have
 LZ0082.an estimated accuracy of +/- 6 seconds.
 LZ0082
 LZ0082.The orthometric height was determined by differential leveling
 LZ0082.and adjusted by the National Geodetic Survey in June 1991..
 LZ0082
 LZ0082.The geoid height was determined by GEOID03.
 LZ0082
 LZ0082.The dynamic height is computed by dividing the NAVD 88
 LZ0082.geopotential number by the normal gravity value computed on the
 LZ0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0082.degrees latitude (g = 980.6199 gals.).
 LZ0082
 LZ0082.The modeled gravity was interpolated from observed gravity values.
 LZ0082
 LZ0082;                    North         East    Units  Estimated Accuracy
 LZ0082;SPC PA N     -   177,090.      716,730.      MT  (+/- 180 meters Scaled)
 LZ0082
 LZ0082                          SUPERSEDED SURVEY CONTROL
 LZ0082
 LZ0082  NGVD 29 (??/??/92)  303.549  (m)          995.89   (f) ADJ UNCH    2 0
 LZ0082
 LZ0082.Superseded values are not recommended for survey control.
 LZ0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0082.See file dsdata.txt to determine how the superseded data were derived.
 LZ0082
 LZ0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM880232(NAD 83)
 LZ0082_MARKER: DR = REFERENCE MARK DISK
 LZ0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0082_STAMPING: KOONTZ RM 2 1968
 LZ0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0082+STABILITY: SURFACE MOTION
 LZ0082
 LZ0082  HISTORY     - Date     Condition        Report By
 LZ0082  HISTORY     - 1968     MONUMENTED       CGS
 LZ0082  HISTORY     - 20030915 GOOD             PADT
 LZ0082
 LZ0082                          STATION DESCRIPTION
 LZ0082
 LZ0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ0082'4.1 MI SE FROM WYSOX.
 LZ0082'AT THE KOONTZ STATION SITE-- 28.90 FEET SOUTHWEST OF THE
 LZ0082'STATION, 120 FEET SOUTHWEST OF POWER LINE POLE NO. TW 136, 32.8
 LZ0082'FEET SOUTHWEST OF THE METAL WITNESS SIGN, SET IN THE TOP OF A
 LZ0082'CONCRETE POST, FLUSH, AND IS ABOUT 4 FEET BELOW THE LEVEL OF
 LZ0082'THE STATION.
 LZ0082
 LZ0082                          STATION RECOVERY (2003)
 LZ0082
 LZ0082'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (JAG)
 LZ0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY3063 ***********************************************************************
 KY3063  DESIGNATION -  KORTE
 KY3063  PID         -  KY3063
 KY3063  STATE/COUNTY-  PA/ALLEGHENY
 KY3063  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY3063
 KY3063                         *CURRENT SURVEY CONTROL
 KY3063  ___________________________________________________________________
 KY3063* NAD 83(1992)-  40 25 10.85016(N)    080 07 05.85275(W)     ADJUSTED  
 KY3063* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 KY3063  ___________________________________________________________________
 KY3063  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 KY3063  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KY3063
 KY3063  HORZ ORDER  -  SECOND
 KY3063
 KY3063.The horizontal coordinates were established by classical geodetic methods
 KY3063.and adjusted by the National Geodetic Survey in June 2002..
 KY3063
 KY3063.The orthometric height was scaled from a topographic map.
 KY3063
 KY3063.The Laplace correction was computed from DEFLEC99 derived deflections.
 KY3063
 KY3063.The geoid height was determined by GEOID03.
 KY3063
 KY3063;                    North         East     Units Scale Factor Converg.
 KY3063;SPC PA S     -   123,317.327   399,038.119   MT  0.99995965   -1 32 11.5
 KY3063;SPC PA S     -   404,583.60  1,309,177.56   sFT  0.99995965   -1 32 11.5
 KY3063;UTM  17      - 4,474,712.537   574,799.988   MT  0.99966887   +0 34 18.2
 KY3063
 KY3063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KY3063!SPC PA S     -   0.99994557  x   0.99995965  =   0.99990522
 KY3063!UTM  17      -   0.99994557  x   0.99966887  =   0.99961446
 KY3063
 KY3063:                Primary Azimuth Mark                     Grid Az
 KY3063:SPC PA S     -  MOTIL                                    050 42 52.5
 KY3063:UTM  17      -  MOTIL                                    048 36 22.8
 KY3063
 KY3063|---------------------------------------------------------------------|
 KY3063| PID    Reference Object                     Distance      Geod. Az  |
 KY3063|                                                           dddmmss.s |
 KY3063| KY3064 MOTIL                               APPROX. 1.2 KM 0491041.0 |
 KY3063| KY3069 CARNEGIE CHARTIERS CC WATER TK      APPROX. 2.2 KM 0523829.0 |
 KY3063| KY3070 GREENTREE S PITTSBURGH TANK         APPROX. 6.0 KM 0892842.5 |
 KY3063| CX3984 KORTE RM 1                           15.034 METERS 09418     |
 KY3063| CX3985 KORTE RM 2                           14.340 METERS 21314     |
 KY3063| CX3983 KORTE AZ MK                                        3422044.4 |
 KY3063|---------------------------------------------------------------------|
 KY3063
 KY3063                          SUPERSEDED SURVEY CONTROL
 KY3063
 KY3063  NAD 83(1995)-  40 25 10.85069(N)    080 07 05.85428(W) AD(       ) 2
 KY3063  NAD 83(1986)-  40 25 10.85443(N)    080 07 05.86225(W) AD(       ) 2
 KY3063  NAD 27      -  40 25 10.60620(N)    080 07 06.65720(W) AD(       ) 2
 KY3063
 KY3063.Superseded values are not recommended for survey control.
 KY3063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY3063.See file dsdata.txt to determine how the superseded data were derived.
 KY3063
 KY3063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE7480074713(NAD 83)
 KY3063_MARKER: DS = TRIANGULATION STATION DISK
 KY3063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY3063_STAMPING: KORTE 1959
 KY3063_MARK LOGO: CGS   
 KY3063_MAGNETIC: N = NO MAGNETIC MATERIAL
 KY3063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY3063+STABILITY: SURFACE MOTION
 KY3063
 KY3063  HISTORY     - Date     Condition        Report By
 KY3063  HISTORY     - 1959     MONUMENTED       CGS
 KY3063  HISTORY     - 19871002 GOOD             LOCENG
 KY3063
 KY3063                          STATION DESCRIPTION
 KY3063
 KY3063'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC)
 KY3063'STATION IS LOCATED ABOUT 1.5 MILES NORTHWEST OF CARNEGIE AND ON
 KY3063'THE PROPERTY OF MR. JACOB KORTE.
 KY3063'
 KY3063'STATION IS REACHED AS FOLLOWS-FROM THE MELLON BANK, IN CARNEGIE,
 KY3063'GO NORTHWEST ON CHARTIERS STREET FOR 0.13 MILE TO RAILROAD
 KY3063'CROSSING AND Y, KEEP RIGHT FORK AND CONTINUE 0.1 MILE TO 7TH
 KY3063'STREET AND HIGHLAND AVENUE, KEEP RIGHT ON WORN OUT BLACK TOP FOR
 KY3063'1.3 MILE TO BALDWIN ROAD EXT. ON THE LEFT. TURN LEFT AND FOLLOW
 KY3063'BALDWIN ROAD EXT. FOR 0.91 MILE TO A ROAD LEFT, TURN LEFT AND GO
 KY3063'0.16 MILE TO ROAD BLOCK, BEAR TO THE LEFT OF THE ROAD BLOCK AND
 KY3063'CONTINUE 0.2 MILE TO ROAD ON THE RIGHT AND STATION ON THE LEFT AS
 KY3063'DESCRIBED, (AZIMUTH ON RIGHT AS DESCRIBED)
 KY3063'
 KY3063'STATION, STAMPED KORTE 1959, IS A STANDARD DISK SET IN THE TOP OF
 KY3063'A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 3 INCHES
 KY3063'ABOVE THE GROUND.  IT 4.3 FEET SOUTH OF A STANDARD METAL WITNESS
 KY3063'POST, 47.9 FEET NORTHEAST OF POWER LINE POLE 674, 50.0 FEET EAST
 KY3063'OF THE CENTER OF A NORTH-SOUTH TRACK ROAD.
 KY3063'
 KY3063'RM 1, STAMPED KORTE NO 1 1959, IS A STANDARD DISK SET IN THE TOP
 KY3063'OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES
 KY3063'ABOVE THE GROUND. IT IS 49.0 FEET EAST OF A STANDARD METAL WITNESS
 KY3063'POST, 62.0 FEET NORTHWEST OF A GENERAL ELECTRIC ANTENNA POLE,
 KY3063'ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION.
 KY3063'
 KY3063'RM 2, STAMPED KORTE NO 2 1959, IS A STANDARD DISK SET IN THE TOP
 KY3063'OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 3 INCHES
 KY3063'ABOVE THE GROUND. IT IS 51.0 FEET SOUTH-SOUTHWEST OF A STANDARD
 KY3063'METAL WITNESS POST, 2.0 FEET NORTHWEST OF POWERLINE POLE 674, 23.0
 KY3063'FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, ABOUT THE SAME
 KY3063'ELEVATION AS THE STATION MARK.
 KY3063'
 KY3063'AZIMUTH MARK, STAMPED KORTE 1959, IS A STANDARD DISK SET IN THE
 KY3063'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 3
 KY3063'INCHES ABOVE THE GROUND. IT IS 1.5 FEET EAST OF A STANDARD METAL
 KY3063'WITNESS POST, 4.0 FEET EAST OF POWERLINE POLE 229516, 15.0 FEET
 KY3063'NORTH OF THE CENTERLINE OF A BLACKTOP ROAD, 50.0 FEET NORTHWEST OF
 KY3063'THE CENTER OF A ROAD INTERSECTION.
 KY3063'
 KY3063'HEIGHT OF LIGHT ABOVE STATION MARK 14.36 METERS.
 KY3063
 KY3063                          STATION RECOVERY (1987)
 KY3063
 KY3063'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987 (DM)
 KY3063'RECOVERED IN GOOD CONDITION.  NOTE--RM 1 AND RM 2 RECOVERED.  STATION
 KY3063'AND RMS ARE ON A THICKLY WOODED HILLSIDE OFF A DRIVEWAY TO HOUSE OF
 KY3063'MULLEN NO 27 MITCHEL DR.  POLE NUMBER IN DESCRIPTION OF STATION AND RM
 KY3063'2 15 674/7.  TREES BLAZED AND PAINTED IN AREA OF STATION.  AZIMUTH
 KY3063'MARK RECOVERED AT THE INTERSECTION OF BALDWIN ROAD AND JACOB ROAD.
 KY3063'TREE GROWTH HAS BLOCKED THE SIGHT TO THE AZIMUTH MARK.  NEEDS MAJOR
 KY3063'CLEARING FOR SIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0498 ***********************************************************************
 KW0498  DESIGNATION -  KRALL
 KW0498  PID         -  KW0498
 KW0498  STATE/COUNTY-  PA/LEBANON
 KW0498  USGS QUAD   -  FREDERICKSBURG (1978)
 KW0498
 KW0498                         *CURRENT SURVEY CONTROL
 KW0498  ___________________________________________________________________
 KW0498* NAD 83(1992)-  40 26 43.06281(N)    076 24 07.31324(W)     ADJUSTED  
 KW0498* NAVD 88     -       177.436  (meters)     582.14   (feet)  ADJUSTED  
 KW0498  ___________________________________________________________________
 KW0498  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 KW0498  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 KW0498  DYNAMIC HT  -         177.346 (meters)     581.84  (feet)  COMP
 KW0498  MODELED GRAV-     980,115.8   (mgal)                       NAVD 88
 KW0498
 KW0498  HORZ ORDER  -  SECOND
 KW0498  VERT ORDER  -  SECOND    CLASS 0
 KW0498
 KW0498.The horizontal coordinates were established by classical geodetic methods
 KW0498.and adjusted by the National Geodetic Survey in June 2002..
 KW0498
 KW0498.The orthometric height was determined by differential leveling
 KW0498.and adjusted by the National Geodetic Survey in June 1991..
 KW0498
 KW0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW0498
 KW0498.The geoid height was determined by GEOID03.
 KW0498
 KW0498.The dynamic height is computed by dividing the NAVD 88
 KW0498.geopotential number by the normal gravity value computed on the
 KW0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0498.degrees latitude (g = 980.6199 gals.).
 KW0498
 KW0498.The modeled gravity was interpolated from observed gravity values.
 KW0498
 KW0498;                    North         East     Units Scale Factor Converg.
 KW0498;SPC PA S     -   124,339.433   714,347.971   MT  0.99995950   +0 52 28.4
 KW0498;SPC PA S     -   407,936.96  2,343,656.63   sFT  0.99995950   +0 52 28.4
 KW0498;UTM  18      - 4,478,126.350   381,102.118   MT  0.99977401   -0 54 34.7
 KW0498
 KW0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW0498!SPC PA S     -   0.99997758  x   0.99995950  =   0.99993708
 KW0498!UTM  18      -   0.99997758  x   0.99977401  =   0.99975160
 KW0498
 KW0498:                Primary Azimuth Mark                     Grid Az
 KW0498:SPC PA S     -  HAMLIN                                   039 41 23.9
 KW0498:UTM  18      -  HAMLIN                                   041 28 27.0
 KW0498
 KW0498|---------------------------------------------------------------------|
 KW0498| PID    Reference Object                     Distance      Geod. Az  |
 KW0498|                                                           dddmmss.s |
 KW0498| KW3062 HAMLIN                              APPROX. 3.0 KM 0403352.3 |
 KW0498| KW0496 KRALL RM 1                           18.339 METERS 05710     |
 KW0498| KW0497 KRALL RM 2                           13.712 METERS 31849     |
 KW0498|---------------------------------------------------------------------|
 KW0498
 KW0498                          SUPERSEDED SURVEY CONTROL
 KW0498
 KW0498  NAD 83(1986)-  40 26 43.05550(N)    076 24 07.31722(W) AD(       ) 2
 KW0498  NAD 27      -  40 26 42.72690(N)    076 24 08.46810(W) AD(       ) 2
 KW0498  NGVD 29 (??/??/??)  177.638  (m)          582.80   (f) ADJUSTED    2 0
 KW0498
 KW0498.Superseded values are not recommended for survey control.
 KW0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0498.See file dsdata.txt to determine how the superseded data were derived.
 KW0498
 KW0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK8110278126(NAD 83)
 KW0498_MARKER: DS = TRIANGULATION STATION DISK
 KW0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0498_STAMPING: KRALL 1960
 KW0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0498+STABILITY: SURFACE MOTION
 KW0498
 KW0498  HISTORY     - Date     Condition        Report By
 KW0498  HISTORY     - 1960     MONUMENTED       CGS
 KW0498  HISTORY     - 1960     GOOD             CGS
 KW0498
 KW0498                          STATION DESCRIPTION
 KW0498
 KW0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KW0498'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT WOODED HILL,
 KW0498'KNOWN AS CHESTNUT HILL, 1-1/2 MILES EAST OF
 KW0498'FREDERICKSBURG, 1-1/2 MILES WEST OF HAMLIN, 4-1/2 MILES EAST
 KW0498'JONESTOWN AND ON PROPERTY OWNED BY MRS. PHYLLIS KRALL.
 KW0498'TO REACH THE STATION FROM
 KW0498'THE FIRST NATIONAL BANK IN FREDERICKSBURG, GO EASTERLY ON MAIN STREET
 KW0498'FOR 0.45 MILE TO THE JUNCTION OF U.S. HIGHWAY 22, CONTINUE ON
 KW0498'HIGHWAY 22 FOR 1.05 MILES TO A PAVED SIDE ROAD RIGHT, COUNTY HIGHWAY
 KW0498'38059.  TURN RIGHT ON PAVED ROAD FOR 0.28 MILE TO A GRAVELED
 KW0498'SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON THE GRAVELED
 KW0498'ROAD FOR 0.07 MILE TO THE TOP OF THE HILL AND THE STATION ON THE LEFT
 KW0498'AS DESCRIBED.
 KW0498'
 KW0498'THE STATION MARK, A STANDARD DISK STAMPED KRALL 1960, CEMENTED IN TOP
 KW0498'OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE
 KW0498'GROUND SURFACE.  IT IS 18 FEET SOUTH OF THE CENTER OF THE GRAVEL
 KW0498'ROAD, 55 FEET EAST-SOUTHEAST OF A POWERLINE POLE NUMBER 317
 KW0498'ME-106 AND 79 FEET SOUTHEAST OF A 20-INCH OAK TREE.
 KW0498'
 KW0498'REFERENCE MARK 1, A STANDARD DISK STAMPED KRALL NO 1 1960, CEMENTED
 KW0498'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KW0498'GROUND SURFACE.  IT IS 16 FEET NORTH OF THE CENTER OF THE GRAVELED
 KW0498'ROAD, 103 FEET EAST-SOUTHEAST OF THE 20-INCH OAK TREE, 112
 KW0498'FEET EAST OF THE POWERLINE POLE AND IS ABOUT 1 FOOT LOWER IN
 KW0498'ELEVATION THAN THE STATION MARK.
 KW0498'
 KW0498'REFERENCE MARK 2, A STANDARD DISK STAMPED KRALL NO 2 1960, CEMENTED
 KW0498'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 KW0498'GROUND SURFACE.  IT IS 15 FEET NORTH OF THE CENTER OF THE GRAVELED
 KW0498'ROAD, 34 FEET SOUTH-SOUTHEAST OF THE 20-INCH OAK TREE, 40
 KW0498'FEET NORTHEAST OF THE POWERLINE POLE AND IS ABOUT 2 FEET LOWER IN
 KW0498'ELEVATION THAN THE STATION MARK.
 KW0498'
 KW0498'NO AZIMUTH MARK WAS ESTABLISHED.
 KW0498'
 KW0498'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 KW0498
 KW0498                          STATION RECOVERY (1960)
 KW0498
 KW0498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KW0498'1.9 MI E FROM FREDERICKSBURG.
 KW0498'ABOUT 1.5 MILES EAST ALONG U.S. HIGHWAY 22 FROM THE JUNCTION
 KW0498'OF STATE HIGHWAY 343 AND U.S. HIGHWAY 22 AT FREDERICKSBURG,
 KW0498'THENCE SOUTH ON A BLACKTOP ROAD FOR 0.3 MILE, THENCE 0.1 MILE
 KW0498'WEST ON A GRAVELED ROAD, 79.0 FEET SOUTHEAST OF A 20-INCH OAK
 KW0498'TREE, 55.0 FEET EAST-SOUTHEAST OF POWERLINE POLE NO. 317 ME 106,
 KW0498'18.0 FEET SOUTH OF THE CENTERLINE OF AN EAST AND WEST GRAVELED
 KW0498'ROAD, SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES
 KW0498'ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0496 ***********************************************************************
 KW0496  DESIGNATION -  KRALL RM 1
 KW0496  PID         -  KW0496
 KW0496  STATE/COUNTY-  PA/LEBANON
 KW0496  USGS QUAD   -  FREDERICKSBURG (1978)
 KW0496
 KW0496                         *CURRENT SURVEY CONTROL
 KW0496  ___________________________________________________________________
 KW0496* NAD 83(1986)-  40 26 42.     (N)    076 24 07.     (W)     SCALED    
 KW0496* NAVD 88     -       176.917  (meters)     580.44   (feet)  ADJUSTED  
 KW0496  ___________________________________________________________________
 KW0496  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 KW0496  DYNAMIC HT  -         176.827 (meters)     580.14  (feet)  COMP
 KW0496  MODELED GRAV-     980,115.8   (mgal)                       NAVD 88
 KW0496
 KW0496  VERT ORDER  -  SECOND    CLASS 0
 KW0496
 KW0496.The horizontal coordinates were scaled from a topographic map and have
 KW0496.an estimated accuracy of +/- 6 seconds.
 KW0496
 KW0496.The orthometric height was determined by differential leveling
 KW0496.and adjusted by the National Geodetic Survey in June 1991..
 KW0496
 KW0496.The geoid height was determined by GEOID03.
 KW0496
 KW0496.The dynamic height is computed by dividing the NAVD 88
 KW0496.geopotential number by the normal gravity value computed on the
 KW0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0496.degrees latitude (g = 980.6199 gals.).
 KW0496
 KW0496.The modeled gravity was interpolated from observed gravity values.
 KW0496
 KW0496;                    North         East    Units  Estimated Accuracy
 KW0496;SPC PA S     -   124,310.      714,360.      MT  (+/- 180 meters Scaled)
 KW0496
 KW0496                          SUPERSEDED SURVEY CONTROL
 KW0496
 KW0496  NGVD 29 (??/??/??)  177.119  (m)          581.10   (f) ADJUSTED    2 0
 KW0496
 KW0496.Superseded values are not recommended for survey control.
 KW0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0496.See file dsdata.txt to determine how the superseded data were derived.
 KW0496
 KW0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK811780(NAD 83)
 KW0496_MARKER: DR = REFERENCE MARK DISK
 KW0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0496_STAMPING: KRALL NO 1 1960
 KW0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0496+STABILITY: SURFACE MOTION
 KW0496
 KW0496  HISTORY     - Date     Condition        Report By
 KW0496  HISTORY     - 1960     MONUMENTED       CGS
 KW0496
 KW0496                          STATION DESCRIPTION
 KW0496
 KW0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0496'1.9 MI E FROM FREDERICKSBURG.
 KW0496'ABOUT 1.5 MILES EAST ALONG U.S. HIGHWAY 22 FROM THE JUNCTION OF
 KW0496'STATE HIGHWAY 343 AND U.S. HIGHWAY 22 AT FREDERICKSBURG, THENCE
 KW0496'0.3 MILE SOUTH ON A BLACKTOP ROAD, THENCE 0.1 MILE WEST ON A
 KW0496'GRAVELED ROAD, 60.2 FEET NORTHEAST OF THE STATION, 112.0 FEET
 KW0496'EAST OF POWERLINE POLE NO. 317 ME 106, 103.0 FEET EAST-SOUTHEAST
 KW0496'OF A 20-INCH OAK TREE, 16.0 FEET NORTH OF THE CENTERLINE OF AN
 KW0496'EAST AND WEST GRAVELED ROAD, SET IN TOP OF A CONCRETE POST
 KW0496'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0497 ***********************************************************************
 KW0497  DESIGNATION -  KRALL RM 2
 KW0497  PID         -  KW0497
 KW0497  STATE/COUNTY-  PA/LEBANON
 KW0497  USGS QUAD   -  FREDERICKSBURG (1978)
 KW0497
 KW0497                         *CURRENT SURVEY CONTROL
 KW0497  ___________________________________________________________________
 KW0497* NAD 83(1986)-  40 26 42.     (N)    076 24 07.     (W)     SCALED    
 KW0497* NAVD 88     -       176.850  (meters)     580.22   (feet)  ADJUSTED  
 KW0497  ___________________________________________________________________
 KW0497  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 KW0497  DYNAMIC HT  -         176.760 (meters)     579.92  (feet)  COMP
 KW0497  MODELED GRAV-     980,115.8   (mgal)                       NAVD 88
 KW0497
 KW0497  VERT ORDER  -  SECOND    CLASS 0
 KW0497
 KW0497.The horizontal coordinates were scaled from a topographic map and have
 KW0497.an estimated accuracy of +/- 6 seconds.
 KW0497
 KW0497.The orthometric height was determined by differential leveling
 KW0497.and adjusted by the National Geodetic Survey in June 1991..
 KW0497
 KW0497.The geoid height was determined by GEOID03.
 KW0497
 KW0497.The dynamic height is computed by dividing the NAVD 88
 KW0497.geopotential number by the normal gravity value computed on the
 KW0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0497.degrees latitude (g = 980.6199 gals.).
 KW0497
 KW0497.The modeled gravity was interpolated from observed gravity values.
 KW0497
 KW0497;                    North         East    Units  Estimated Accuracy
 KW0497;SPC PA S     -   124,310.      714,360.      MT  (+/- 180 meters Scaled)
 KW0497
 KW0497                          SUPERSEDED SURVEY CONTROL
 KW0497
 KW0497  NGVD 29 (??/??/??)  177.052  (m)          580.88   (f) ADJUSTED    2 0
 KW0497
 KW0497.Superseded values are not recommended for survey control.
 KW0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0497.See file dsdata.txt to determine how the superseded data were derived.
 KW0497
 KW0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK811780(NAD 83)
 KW0497_MARKER: DR = REFERENCE MARK DISK
 KW0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0497_STAMPING: KRALL NO 2 1960
 KW0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0497+STABILITY: SURFACE MOTION
 KW0497_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0497+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2004
 KW0497
 KW0497  HISTORY     - Date     Condition        Report By
 KW0497  HISTORY     - 1960     MONUMENTED       CGS
 KW0497  HISTORY     - 20040410 GOOD             GEOCAC
 KW0497
 KW0497                          STATION DESCRIPTION
 KW0497
 KW0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0497'1.9 MI E FROM FREDERICKSBURG.
 KW0497'ABOUT 1.5 MILES EAST ALONG U.S. HIGHWAY 22 FROM THE JUNCTION
 KW0497'OF STATE HIGHWAY 343 AND U.S. HIGHWAY 22 AT FREDERICKSBURG,
 KW0497'THENCE 0.3 MILE SOUTH ON A BLACKTOP ROAD, THENCE 0.1 MILE WEST
 KW0497'ON A GRAVELED ROAD, 45.0 FEET NORTHWEST OF THE STATION, 40.0
 KW0497'FEET NORTHEAST OF POWERLINE POLE NO. 317 ME 106, 34.0 FEET
 KW0497'SOUTH-SOUTHEAST OF A 20-INCH OAK TREE, 15.0 FEET NORTH OF THE
 KW0497'CENTERLINE OF AN EAST AND WEST GRAVELED ROAD, SET IN TOP OF A
 KW0497'CONCRETE POST FLUSH WITH THE SURFACE O F THE GROUND.
 KW0497
 KW0497                          STATION RECOVERY (2004)
 KW0497
 KW0497'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0497'GRAVEL ROAD IS NOW PAVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3629 ***********************************************************************
 KV3629  DESIGNATION -  KREGER
 KV3629  PID         -  KV3629
 KV3629  STATE/COUNTY-  PA/MONROE
 KV3629  USGS QUAD   -  BRODHEADSVILLE (1992)
 KV3629
 KV3629                         *CURRENT SURVEY CONTROL
 KV3629  ___________________________________________________________________
 KV3629* NAD 83(1992)-  40 55 24.18587(N)    075 26 31.15510(W)     ADJUSTED  
 KV3629* NAVD 88     -       266.1    (meters)     873.     (feet)  VERTCON   
 KV3629  ___________________________________________________________________
 KV3629  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 KV3629  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 KV3629
 KV3629  HORZ ORDER  -  SECOND
 KV3629
 KV3629.The horizontal coordinates were established by classical geodetic methods
 KV3629.and adjusted by the National Geodetic Survey in June 2002..
 KV3629
 KV3629.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV3629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV3629
 KV3629.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3629
 KV3629.The geoid height was determined by GEOID03.
 KV3629
 KV3629;                    North         East     Units Scale Factor Converg.
 KV3629;SPC PA N     -    86,626.700   794,385.521   MT  0.99999378   +1 31 36.6
 KV3629;SPC PA N     -   284,207.76  2,606,246.50   sFT  0.99999378   +1 31 36.6
 KV3629;SPC PA S     -   179,096.270   794,386.341   MT  0.99999348   +1 29 50.7
 KV3629;SPC PA S     -   587,585.01  2,606,249.19   sFT  0.99999348   +1 29 50.7
 KV3629;UTM  18      - 4,530,346.150   462,785.109   MT  0.99961705   -0 17 22.3
 KV3629
 KV3629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV3629!SPC PA N     -   0.99996349  x   0.99999378  =   0.99995727
 KV3629!SPC PA S     -   0.99996349  x   0.99999348  =   0.99995697
 KV3629!UTM  18      -   0.99996349  x   0.99961705  =   0.99958056
 KV3629
 KV3629|---------------------------------------------------------------------|
 KV3629| PID    Reference Object                     Distance      Geod. Az  |
 KV3629|                                                           dddmmss.s |
 KV3629| AJ2114 KREGER RM 1                           7.805 METERS 00032     |
 KV3629| AJ2115 KREGER RM 2                           7.383 METERS 17847     |
 KV3629| KV1562 KREGER AZ MK                        APPROX. 0.5 KM 1963824.3 |
 KV3629|---------------------------------------------------------------------|
 KV3629
 KV3629                          SUPERSEDED SURVEY CONTROL
 KV3629
 KV3629  NAD 83(1996)-  40 55 24.18688(N)    075 26 31.16055(W) AD(       ) 2
 KV3629  NAD 83(1986)-  40 55 24.18576(N)    075 26 31.15992(W) AD(       ) 2
 KV3629  NAD 27      -  40 55 23.85217(N)    075 26 32.49423(W) AD(       ) 2
 KV3629  NGVD 29 (07/19/86)  266.3    (m)          874.     (f) VERT ANG       
 KV3629
 KV3629.Superseded values are not recommended for survey control.
 KV3629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3629.See file dsdata.txt to determine how the superseded data were derived.
 KV3629
 KV3629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL6278530346(NAD 83)
 KV3629_MARKER: DS = TRIANGULATION STATION DISK
 KV3629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV3629_STAMPING: KREGER 1969
 KV3629_MARK LOGO: CGS   
 KV3629_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV3629+STABILITY: SURFACE MOTION
 KV3629_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV3629+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2000
 KV3629
 KV3629  HISTORY     - Date     Condition        Report By
 KV3629  HISTORY     - 1969     MONUMENTED       CGS
 KV3629  HISTORY     - 20000201 GOOD             PADT
 KV3629  HISTORY     - 20000420 GOOD             PADT
 KV3629
 KV3629                          STATION DESCRIPTION
 KV3629
 KV3629'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 KV3629'THE STATION IS LOCATED ON A LOW GRASSY KNOLL IN A NORTH-SOUTH FENCE
 KV3629'LINE, 3-1/2 MILES EAST-NORTHEAST OF KRESGEVILLE, 2
 KV3629'1/2 MILES WEST OF BRODHEADSVILLE, 1/2 MILE NORTH OF GILBERT AND ON
 KV3629'PROPERTY OWNED BY MR. ELMER KREGER.
 KV3629'
 KV3629'TO REACH THE STATION FROM POST OFFICE IN GILBERT, GO NORTH ON THE
 KV3629'PAVED ROAD FOR 0.05 MILE TO THE JUNCTION OF U.S.  HIGHWAY 209,
 KV3629'CONTINUE NORTH ON THE PAVED ROAD FOR 0.10 MILE TO A FORK, TAKE THE
 KV3629'LEFT FORK AND CONTINUE NORTHERLY ON THE PAVED ROAD FOR 0.15 MILE
 KV3629'TO A FORK AND THE AZIMUTH MARK LOCATED IN THE Y-INTERSECTION, TAKE
 KV3629'THE RIGHT FORK AND GO NORTHEAST ON THE PAVED ROAD FOR 0.35 MILE TO
 KV3629'A SIDE ROAD RIGHT AT THE EAST END OF AN EQUIPMENT SHED.  TURN RIGHT
 KV3629'AND FOLLOW TRACK ROAD UP HOLLOW FOR 0.1 MILE TO THE WEST EDGE OF
 KV3629'A CULTIVATED FIELD, TURN RIGHT AND GO SOUTH ALONG THE WEST
 KV3629'EDGE OF THE FIELD FOR 0.05 MILE TO THE SOUTHWEST CORNER OF THE FIELD,
 KV3629'TURN LEFT AND GO EAST ALONG THE CREST OF THE HILL FOR
 KV3629'0.15 MILE TO A NORTH-SOUTH FENCE LINE AND THE STATION.
 KV3629'
 KV3629'THE STATION MARK IS A STANDARD DISK STAMPED KREGER 1969, SET IN TOP
 KV3629'OF A 12 BY 12 INCH CONCRETE MONUMENT WHICH PROJECTS 5
 KV3629'INCHES ABOVE THE GROUND SURFACE.  IT IS 3.9 FEET EAST OF A METAL
 KV3629'WITNESS POST AND MARKER IN THE FENCE LINE AND 20.4 FEET SOUTH
 KV3629'OF A 20-INCH PINE TREE.
 KV3629'
 KV3629'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KREGER NO 1 1969, SET IN
 KV3629'TOP OF A 12 BY 12 INCH CONCRETE MONUMENT WHICH PROJECTS 6
 KV3629'INCHES ABOVE THE GROUND SURFACE.  IT IS 4.0 FEET EAST OF THE FENCE
 KV3629'LINE, 6.8 FEET NORTHEAST OF THE 10-INCH PINE TREE, 25.5
 KV3629'FEET NORTH OF THE METAL WITNESS POST AND MARKER AND ABOUT 6 INCHES
 KV3629'HIGHER THAN THE STATION MARK.
 KV3629'
 KV3629'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KREGER NO 2 1969, SET IN
 KV3629'TOP OF A 12 BY 12 INCH CONCRETE MONUMENT WHICH PROJECTS 3
 KV3629'INCHES ABOVE THE GROUND SURFACE.  IT IS 4.0 FEET EAST OF THE FENCE
 KV3629'LINE, 24.4 FEET SOUTH OF THE METAL WITNESS POST AND
 KV3629'MARKER, 44.6 FEET SOUTH OF THE 10-INCH PINE TREE AND ABOUT 3 FEET
 KV3629'LOWER THAN THE STATION MARK.
 KV3629'
 KV3629'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KREGER 1969, SET IN TOP
 KV3629'OF A 12 BY 12 INCH CONCRETE MONUMENT WHICH PROJECTS 6
 KV3629'INCHES ABOVE THE GROUND SURFACE.  IT IS 1.8 FEET EAST OF A METAL
 KV3629'WITNESS POST AND MARKER, 2.3 FEET WEST OF A STOP SIGN, 16.0 FEET
 KV3629'WEST OF THE PAVED ROAD AND 27.0 FEET NORTHEAST OF THE PAVED ROAD.
 KV3629'
 KV3629'HEIGHT OF LIGHT ABOVE STATION MARK 0.87 METER.
 KV3629
 KV3629                          STATION RECOVERY (2000)
 KV3629
 KV3629'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 KV3629'RECOVERED AS DESCRIBED.  RM 1, RM 2 AND AZIMUTH MARK RECOVERED IN GOOD
 KV3629'CONDITION.
 KV3629
 KV3629                          STATION RECOVERY (2000)
 KV3629
 KV3629'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (SQ)
 KV3629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1562 ***********************************************************************
 KV1562  CBN         -  This is a Cooperative Base Network Control Station.
 KV1562  DESIGNATION -  KREGER AZ MK
 KV1562  PID         -  KV1562
 KV1562  STATE/COUNTY-  PA/MONROE
 KV1562  USGS QUAD   -  BRODHEADSVILLE (1992)
 KV1562
 KV1562                         *CURRENT SURVEY CONTROL
 KV1562  ___________________________________________________________________
 KV1562* NAD 83(1992)-  40 55 07.25324(N)    075 26 37.82669(W)     ADJUSTED  
 KV1562* NAVD 88     -       218.652  (meters)     717.36   (feet)  ADJUSTED  
 KV1562  ___________________________________________________________________
 KV1562  X           -   1,213,076.488 (meters)                     COMP
 KV1562  Y           -  -4,671,723.830 (meters)                     COMP
 KV1562  Z           -   4,155,724.796 (meters)                     COMP
 KV1562  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 KV1562  ELLIP HEIGHT-         185.25  (meters)          (03/28/01) GPS OBS
 KV1562  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 KV1562  DYNAMIC HT  -         218.546 (meters)     717.01  (feet)  COMP
 KV1562  MODELED GRAV-     980,138.1   (mgal)                       NAVD 88
 KV1562
 KV1562  HORZ ORDER  -  A
 KV1562  VERT ORDER  -  SECOND    CLASS 0
 KV1562  ELLP ORDER  -  THIRD     CLASS II
 KV1562
 KV1562.The horizontal coordinates were established by GPS observations
 KV1562.and adjusted by the National Geodetic Survey in March 2001..
 KV1562
 KV1562.The orthometric height was determined by differential leveling
 KV1562.and adjusted by the National Geodetic Survey in June 1991..
 KV1562
 KV1562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV1562
 KV1562.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV1562
 KV1562.The ellipsoidal height was determined by GPS observations
 KV1562.and is referenced to NAD 83.
 KV1562
 KV1562.The geoid height was determined by GEOID03.
 KV1562
 KV1562.The dynamic height is computed by dividing the NAVD 88
 KV1562.geopotential number by the normal gravity value computed on the
 KV1562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1562.degrees latitude (g = 980.6199 gals.).
 KV1562
 KV1562.The modeled gravity was interpolated from observed gravity values.
 KV1562
 KV1562;                    North         East     Units Scale Factor Converg.
 KV1562;SPC PA N     -    86,100.395   794,243.382   MT  0.99999448   +1 31 32.2
 KV1562;SPC PA N     -   282,481.05  2,605,780.16   sFT  0.99999448   +1 31 32.2
 KV1562;UTM  18      - 4,529,824.811   462,626.420   MT  0.99961719   -0 17 26.6
 KV1562
 KV1562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV1562!SPC PA N     -   0.99997094  x   0.99999448  =   0.99996542
 KV1562!UTM  18      -   0.99997094  x   0.99961719  =   0.99958814
 KV1562
 KV1562                          SUPERSEDED SURVEY CONTROL
 KV1562
 KV1562  NAVD 88 (03/28/01)  218.65   (m)          717.4    (f) LEVELING    3  
 KV1562  NGVD 29 (??/??/??)  218.841  (m)          717.98   (f) ADJUSTED    2 0
 KV1562
 KV1562.Superseded values are not recommended for survey control.
 KV1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1562.See file dsdata.txt to determine how the superseded data were derived.
 KV1562
 KV1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL6262629825(NAD 83)
 KV1562_MARKER: DZ = AZIMUTH MARK DISK
 KV1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1562_STAMPING: KREGER 1969
 KV1562_MARK LOGO: CGS   
 KV1562_PROJECTION: PROJECTING 10 CENTIMETERS
 KV1562_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1562+STABILITY: SURFACE MOTION
 KV1562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV1562+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2006
 KV1562
 KV1562  HISTORY     - Date     Condition        Report By
 KV1562  HISTORY     - 1969     MONUMENTED       CGS
 KV1562  HISTORY     - 19970201 GOOD             NGS
 KV1562  HISTORY     - 20000201 GOOD             PADT
 KV1562  HISTORY     - 20000420 GOOD             PADT
 KV1562  HISTORY     - 20000424 GOOD             PADT
 KV1562  HISTORY     - 20000912 GOOD             PADT
 KV1562  HISTORY     - 20030419 GOOD             PADT
 KV1562  HISTORY     - 20040601 GOOD             PADT
 KV1562  HISTORY     - 20060501 GOOD             AASCO
 KV1562
 KV1562                          STATION DESCRIPTION
 KV1562
 KV1562'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 KV1562'0.4 MI N FROM GILBERT.
 KV1562'ABOUT 0.4 MILE NORTH ALONG A ASPHALT ROAD FROM THE POST OFFICE
 KV1562'IN GILBERT, 26 FEET EAST OF THE APPROXIMATE CENTER OF THE ROAD,
 KV1562'25 FEET NORTH OF THE APPROXIMATE CENTER OF A SIDE ROAD, 2.0 FEET
 KV1562'SOUTHEAST OF A METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE
 KV1562'POST PROJECTING 4-INCHES AND IS ABOUT LEVEL WITH THE ROAD.
 KV1562
 KV1562                          STATION RECOVERY (1997)
 KV1562
 KV1562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (SQ)
 KV1562'RECOVERED AS DESCRIBED.
 KV1562
 KV1562                          STATION RECOVERY (2000)
 KV1562
 KV1562'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 KV1562'RECOVERED IN GOOD CONDITION.
 KV1562
 KV1562                          STATION RECOVERY (2000)
 KV1562
 KV1562'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (SQ)
 KV1562'RECOVERED IN GOOD CONDITION.
 KV1562
 KV1562                          STATION RECOVERY (2000)
 KV1562
 KV1562'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (SQ)
 KV1562'THE STATION IS LOCATED IN POLK TOWNSHIP, MONROE COUNTY,
 KV1562'PENNSYLVANIA, 2.0 MI (3.2 KM) WEST OF BROADHEADSVILLE, AND 14.0 MI
 KV1562'(22.5 KM) NORTHEAST OF LEHIGHTON.
 KV1562' 
 KV1562'TO REACH THE STATION FROM THE INTERSECTION OF US ROUTE 209
 KV1562'AND STATE ROUTE 115 IN BROADHEADSVILLE, PROCEED SOUTH ON US
 KV1562'ROUTE 209 FOR 2.4 MI (3.9 KM) TO THE INTERSECTION WITH STATE ROUTE
 KV1562'3005 (GILBERT ROAD) .  TURN RIGHT AND PROCEED 0.1 MI (0.2 KM) TO A
 KV1562'Y-INTERSECTION.  TURN LEFT ON TOWNSHIP ROAD 450 AND PROCEED 0.1 MI
 KV1562'(0.2 KM) TO THE STATION ON THE RIGHT AT THE Y-INTERSECTION WITH
 KV1562'KREGER ROAD.
 KV1562' 
 KV1562'THE STATION IS 26 FT (7.9 M) EAST OF THE CENTERLINE OF TOWNSHIP ROAD
 KV1562'458, 25 FT (7.6 M) NORTH OF THE CENTERLINE OF TOWNSHIP ROAD 450.
 KV1562' 
 KV1562'
 KV1562
 KV1562                          STATION RECOVERY (2000)
 KV1562
 KV1562'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (CLH)
 KV1562'RECOVERED AS DESCRIBED.
 KV1562'
 KV1562
 KV1562                          STATION RECOVERY (2003)
 KV1562
 KV1562'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (PJN)
 KV1562'MARK IS ON PROPERTY OF RONALD MACKESS SR. GET PERMISSION TO USE THE
 KV1562'MARK. ( MARK APPEARS TO BE ON PUBLIC R/W BUT IS NOT.)
 KV1562
 KV1562                          STATION RECOVERY (2004)
 KV1562
 KV1562'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (SQ)
 KV1562'RECOVERED IN GOOD CONDITION.
 KV1562
 KV1562                          STATION RECOVERY (2006)
 KV1562
 KV1562'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (CAS)
 KV1562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3075 ***********************************************************************
 KW3075  DESIGNATION -  KREIDER
 KW3075  PID         -  KW3075
 KW3075  STATE/COUNTY-  PA/LEBANON
 KW3075  USGS QUAD   -  PALMYRA (1990)
 KW3075
 KW3075                         *CURRENT SURVEY CONTROL
 KW3075  ___________________________________________________________________
 KW3075* NAD 83(1992)-  40 20 22.47109(N)    076 31 39.36412(W)     ADJUSTED  
 KW3075* NAVD 88     -       190.     (meters)     623.     (feet)  SCALED    
 KW3075  ___________________________________________________________________
 KW3075  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 KW3075  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 KW3075
 KW3075  HORZ ORDER  -  SECOND
 KW3075
 KW3075.The horizontal coordinates were established by classical geodetic methods
 KW3075.and adjusted by the National Geodetic Survey in June 2002..
 KW3075
 KW3075.The orthometric height was scaled from a topographic map.
 KW3075
 KW3075.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3075
 KW3075.The geoid height was determined by GEOID03.
 KW3075
 KW3075;                    North         East     Units Scale Factor Converg.
 KW3075;SPC PA S     -   112,446.636   703,859.112   MT  0.99996137   +0 47 35.1
 KW3075;SPC PA S     -   368,918.67  2,309,244.44   sFT  0.99996137   +0 47 35.1
 KW3075;UTM  18      - 4,466,567.655   370,250.114   MT  0.99980723   -0 59 20.3
 KW3075
 KW3075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3075!SPC PA S     -   0.99997565  x   0.99996137  =   0.99993702
 KW3075!UTM  18      -   0.99997565  x   0.99980723  =   0.99978289
 KW3075
 KW3075|---------------------------------------------------------------------|
 KW3075| PID    Reference Object                     Distance      Geod. Az  |
 KW3075|                                                           dddmmss.s |
 KW3075| CF3175 KREIDER RM 1                         14.280 METERS 19247     |
 KW3075| CF3173 KREIDER AZ MK                                      2223808.9 |
 KW3075| CF3174 KREIDER AZ MK RESET 2                              2235930.8 |
 KW3075| CF3176 KREIDER RM 2                         34.747 METERS 24051     |
 KW3075| KW3076 AIRWAY BCN 7 NW OF HERSHEY          APPROX.11.1 KM 2512114.6 |
 KW3075|---------------------------------------------------------------------|
 KW3075
 KW3075                          SUPERSEDED SURVEY CONTROL
 KW3075
 KW3075  NAD 83(1986)-  40 20 22.46354(N)    076 31 39.36784(W) AD(       ) 2
 KW3075  NAD 27      -  40 20 22.13630(N)    076 31 40.49050(W) AD(       ) 2
 KW3075
 KW3075.Superseded values are not recommended for survey control.
 KW3075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3075.See file dsdata.txt to determine how the superseded data were derived.
 KW3075
 KW3075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK7025066568(NAD 83)
 KW3075_MARKER: DS = TRIANGULATION STATION DISK
 KW3075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW3075
 KW3075  HISTORY     - Date     Condition        Report By
 KW3075  HISTORY     - 1934     MONUMENTED       CGS
 KW3075  HISTORY     - 1937     MARK NOT FOUND   LOCENG
 KW3075  HISTORY     - 1942     GOOD             CGS
 KW3075  HISTORY     - 20040409 GOOD             GEOCAC
 KW3075
 KW3075                          STATION DESCRIPTION
 KW3075
 KW3075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 KW3075'STATION IS ABOUT 1.2 MILES BY ROAD N OF ANNVILLE ON THE KREIDER
 KW3075'ESTATE.  STATION IS ON THE FENCE LINE BETWEEN CULTIVATED
 KW3075'LAND OWNED BY ONE OF MRS. KREIDERS SONS AND THE GROUNDS SURROUNDING
 KW3075'THE MANSION, 25 FEET S OF A WOVEN WIRE GATE ENTERING THE
 KW3075'CULTIVATED FIELD, 29.78 FEET SW OF THE SW CORNER OF THE STEP AND
 KW3075'PORCH TO THE SERVANTS QUARTERS AND GARAGE, 20 FEET SW OF THE
 KW3075'CENTER LINE OF THE ROAD RUNNING N AROUND THE HOUSE.  MARK PROJECTS 2
 KW3075'INCHES ABOVE THE SURFACE OF THE GROUND.
 KW3075'
 KW3075'SURFACE AND UNDERGROUND MARKS, REFERENCE MARK NO. 2, AND AZIMUTH MARK
 KW3075'ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 KW3075'
 KW3075'REFERENCE MARK NO. 1 IS A STANDARD DISK, 46.85 FEET NE OF THE
 KW3075'STATION, SET IN THE SIDEWALK AT THE SIDE ENTRANCE TO THE SERVANTS
 KW3075'QUARTERS ON THE W SIDE OF THE BUILDING, 1 FOOT S OF THE DOOR STEP.
 KW3075'
 KW3075'REFERENCE MARK NO. 2 IS 114.00 FEET SW OF THE STATION, 1 FOOT S OF
 KW3075'THE FENCE LINE TO THE CLOVER FIELD AND NURSERY GARDEN, AND 75
 KW3075'FEET E OF THE NE CORNER OF THE FENCE CORNER.  MARK PROJECTS 4 INCHES
 KW3075'ABOVE THE SURFACE OF THE GROUND.
 KW3075'
 KW3075'REFERENCE MARK (AZIMUTH MARK) IS 1.75 MILES WSW OF THE STATION, 75
 KW3075'YARDS S OF AN OVERHEAD BRIDGE OVER TRACKS, 18 FEET E OF THE CENTER
 KW3075'LINE OF THE N-S ROAD, AND AT THE SECOND POLE S OF THE BRIDGE.  MARK
 KW3075'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  TO REACH THE
 KW3075'MARK FROM THE STATION GO OUT TO THE ENTRANCE TO THE KREIDER ESTATE,
 KW3075'TURN LEFT AND GO 0.15 MILE TO A FORKS IN THE ROAD, HERE TAKE
 KW3075'THE LEFT FORK AND GO 0.8 MILE TO A T-ROAD, TURN LEFT AND GO 0.9 MILE
 KW3075'TO THE MARK ON THE LEFT SIDE OF THE ROAD.
 KW3075'
 KW3075'A 64-FOOT TOWER WILL CLEAR ALL LINES OBSERVED AT THIS STATION.
 KW3075
 KW3075                          STATION RECOVERY (1937)
 KW3075
 KW3075'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1937 (CD)
 KW3075'LETTER OF MR. CLARK DILLENBECK, READING COMPANY, PHILADELPHIA,
 KW3075'PENNSYLVANIA, DATED 10/1/37-
 KW3075'
 KW3075'IT WAS NECESSARY TO CHANGE THE LOCATION OF KREIDER AZIMUTH MARK ON
 KW3075'ACCOUNT OF RECONSTRUCTION OF OUR BRIDGE NO. 34/24 W OF ANNVILLE,
 KW3075'LEBANON COUNTY, PENNSYLVANIA.
 KW3075'
 KW3075'A NEW DISK RECEIVED WITH YOUR LETTER OF JULY 17 HAS BEEN LOCATED AS
 KW3075'INDICATED ON SKETCH DATED SEPTEMBER 21, 1937.  THE OLD DISK IS
 KW3075'BEING RETURNED.
 KW3075
 KW3075                          STATION RECOVERY (1942)
 KW3075
 KW3075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (PLB)
 KW3075'STATION WAS RECOVERED AS DESCRIBED.  STATION AND REFERENCE MARKS ARE
 KW3075'IN GOOD CONDITION.
 KW3075'
 KW3075'STATION IS 1.5 MILES N OF ANNVILLE AND ABOUT 5 MILES W OF LEBANON, ON
 KW3075'THE KREIDER ESTATE BY THE SERVANTS QUARTERS.  MARK IS 25 FEET S
 KW3075'OF A WOVEN WIRE GATE, 29.78 FEET SW OF THE SW CORNER OF THE PORCH TO
 KW3075'THE SERVANTS QUARTERS, AND 20 FEET SW OF THE CENTER LINE OF THE
 KW3075'ROAD RUNNING N AROUND THE HOUSE.  MARK IS STAMPED KREIDER 1934 AND
 KW3075'PROJECTS ABOUT 3 INCHES.
 KW3075'
 KW3075'REFERENCE MARK NO. 1 IS SET IN THE SIDEWALK AT THE SIDE ENTRANCE TO
 KW3075'THE SERVANTS QUARTERS ON THE W SIDE OF THE BUILDING AND 1
 KW3075'FOOT S OF THE DOOR STEP.  MARK IS STAMPED KREIDER NO. 1 1934.
 KW3075'
 KW3075'REFERENCE MARK NO. 2 IS 111 FEET W OF THE FENCE CORNER JUST S OF THE
 KW3075'STATION, 1 FOOT S OF AN E-W WIRE FENCE, AND 75 FEET E OF A N-E
 KW3075'FENCE CORNER.  MARK IS STAMPED KREIDER NO. 2 1934 AND PROJECTS ABOUT
 KW3075'4 INCHES.
 KW3075'
 KW3075'AZIMUTH MARK IS A STANDARD DISK SET IN THE S END OF THE EASTERLY
 KW3075'BRIDGE ABUTMENT OF THE READING COMPANY RAILROAD BRIDGE NO.
 KW3075'34/24 W.  TO REACH FROM THE STATION, RETURN TO THE GATE AND TURN LEFT
 KW3075'AND GO 0.1 MILE TO A FORK, TURN LEFT AND GO 0.75 MILE TO A T-ROAD,
 KW3075'TURN LEFT AND GO 0.6 MILE TO THE BRIDGE AND AZIMUTH MARK ON THE LEFT
 KW3075'SIDE.
 KW3075'
 KW3075'IN REBUILDING THEIR BRIDGE THE READING COMPANY MOVED THE ORIGINAL
 KW3075'AZIMUTH MARK TO A NEW LOCATION.  AS THAT MARK COULD NOT BE FOUND A
 KW3075'NEW ONE WAS ESTABLISHED.
 KW3075'
 KW3075'TO REACH THE STATION FROM ANNVILLE AT THE JUNCTION OF U.S. ROUTE 422
 KW3075'AND STATE 934, GO N ON STATE 934 FOR 0.75 MILE TO CROSSROADS AND
 KW3075'CHURCH ON THE LEFT, TURN LEFT ON DIRT ROAD AND GO 0.3 MILE TO DRIVE
 KW3075'TO THE KREIDER ESTATE (SIGN HILL FARM), TURN LEFT THROUGH STONE
 KW3075'POSTS AND FOLLOW MAIN DRIVE TO SERVANTS QUARTERS AND STATION.
 KW3075'
 KW3075'ALL DISTANCES AND DIRECTIONS CHECKED BUT REFERENCE MARK NO. 1 WHICH
 KW3075'DIRECTION FAILED TO CHECK BY 2 MINUTES.
 KW3075
 KW3075                          STATION RECOVERY (2004)
 KW3075
 KW3075'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW3075'STATION IS NOW LOCATION ON PROPERTY LABELED HILL FARM, A RETIREMENT
 KW3075'COMMUNITY. THE SERVENT'S QUARTERS ARE A RESIDENCE SOUTHWEST OF THE
 KW3075'MAIN BUILDING. STATION WAS RECOVERED AS DESCRIBED. ADDITIONAL
 KW3075'INFORMATION-- STATION IS 7 FEET NNW OF A POWER POLE AND 3 FEET SSE OF
 KW3075'THE SW CORNER OF A CONCRETE PAD WITH A PICKET FENCE.
 KW3075'REFERENCE MARK 1 WAS NOT FOUND AS THE LOCATION IS COVERED BY A WOODEN
 KW3075'DECK. IT IS NOT KNOWN IF THE MARK EXISTS OR WAS REMOVED.
 KW3075'REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX2050 ***********************************************************************
 KX2050  DESIGNATION -  KREPP
 KX2050  PID         -  KX2050
 KX2050  STATE/COUNTY-  PA/WASHINGTON
 KX2050  USGS QUAD   -  CALIFORNIA (1979)
 KX2050
 KX2050                         *CURRENT SURVEY CONTROL
 KX2050  ___________________________________________________________________
 KX2050* NAD 83(1992)-  40 01 44.44764(N)    079 54 23.77892(W)     ADJUSTED  
 KX2050* NAVD 88     -       404.     (meters)    1325.     (feet)  SCALED    
 KX2050  ___________________________________________________________________
 KX2050  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 KX2050  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 KX2050
 KX2050  HORZ ORDER  -  THIRD
 KX2050
 KX2050.The horizontal coordinates were established by classical geodetic methods
 KX2050.and adjusted by the National Geodetic Survey in June 2002..
 KX2050
 KX2050.The orthometric height was scaled from a topographic map.
 KX2050
 KX2050.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX2050
 KX2050.The geoid height was determined by GEOID03.
 KX2050
 KX2050;                    North         East     Units Scale Factor Converg.
 KX2050;SPC PA S     -    79,492.112   415,937.921   MT  0.99998642   -1 23 57.1
 KX2050;SPC PA S     -   260,800.37  1,364,623.00   sFT  0.99998642   -1 23 57.1
 KX2050;UTM  17      - 4,431,549.988   593,293.325   MT  0.99970715   +0 42 11.9
 KX2050
 KX2050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX2050!SPC PA S     -   0.99994185  x   0.99998642  =   0.99992827
 KX2050!UTM  17      -   0.99994185  x   0.99970715  =   0.99964901
 KX2050
 KX2050:                Primary Azimuth Mark                     Grid Az
 KX2050:SPC PA S     -  PROSPECT                                 075 46 30.9
 KX2050:UTM  17      -  PROSPECT                                 073 40 21.9
 KX2050
 KX2050|---------------------------------------------------------------------|
 KX2050| PID    Reference Object                     Distance      Geod. Az  |
 KX2050|                                                           dddmmss.s |
 KX2050| KX2047 PROSPECT                            APPROX.10.5 KM 0742233.8 |
 KX2050|---------------------------------------------------------------------|
 KX2050
 KX2050                          SUPERSEDED SURVEY CONTROL
 KX2050
 KX2050  NAD 83(1995)-  40 01 44.44822(N)    079 54 23.77916(W) AD(       ) 3
 KX2050  NAD 83(1986)-  40 01 44.45029(N)    079 54 23.78343(W) AD(       ) 3
 KX2050  NAD 27      -  40 01 44.19225(N)    079 54 24.61432(W) AD(       ) 3
 KX2050
 KX2050.Superseded values are not recommended for survey control.
 KX2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX2050.See file dsdata.txt to determine how the superseded data were derived.
 KX2050
 KX2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE9329331550(NAD 83)
 KX2050_MARKER: DD = SURVEY DISK
 KX2050_SETTING: 0 = UNSPECIFIED SETTING
 KX2050_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX2050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX2050
 KX2050  HISTORY     - Date     Condition        Report By
 KX2050  HISTORY     - 1899     MONUMENTED       USGS
 KX2050  HISTORY     - 1954     MARK NOT FOUND   USGS
 KX2050
 KX2050                          STATION DESCRIPTION
 KX2050
 KX2050'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 KX2050'ABOUT 1.5 MI NW. OF BROWNSVILLE, ON PROMINENT AND WELL-KNOWN BALD KNOB
 KX2050'OWNED BY JAMES NICKSON.
 KX2050'STATION MARK--  SANDSTONE POST, 40 BY 8 BY 8-IN. SET 36 IN. IN GROUND,
 KX2050'IN CENTER OF TOP OF WHICH IS CEMENTED A STANDARD DISK
 KX2050'MARKED---U S GEOLOGICAL SURVEY-PENNSYLVANIA---. NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0358 ***********************************************************************
 LZ0358  CBN         -  This is a Cooperative Base Network Control Station.
 LZ0358  DESIGNATION -  KROUSE
 LZ0358  PID         -  LZ0358
 LZ0358  STATE/COUNTY-  PA/SULLIVAN
 LZ0358  USGS QUAD   -  EAGLES MERE (1993)
 LZ0358
 LZ0358                         *CURRENT SURVEY CONTROL
 LZ0358  ___________________________________________________________________
 LZ0358* NAD 83(1992)-  41 23 18.53971(N)    076 30 23.10111(W)     ADJUSTED  
 LZ0358* NAVD 88     -       594.151  (meters)    1949.31   (feet)  ADJUSTED  
 LZ0358  ___________________________________________________________________
 LZ0358  X           -   1,118,287.731 (meters)                     COMP
 LZ0358  Y           -  -4,660,302.919 (meters)                     COMP
 LZ0358  Z           -   4,195,259.833 (meters)                     COMP
 LZ0358  LAPLACE CORR-           5.79  (seconds)                    DEFLEC99
 LZ0358  ELLIP HEIGHT-         562.07  (meters)          (03/28/01) GPS OBS
 LZ0358  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 LZ0358  DYNAMIC HT  -         593.874 (meters)    1948.40  (feet)  COMP
 LZ0358  MODELED GRAV-     980,137.3   (mgal)                       NAVD 88
 LZ0358
 LZ0358  HORZ ORDER  -  A
 LZ0358  VERT ORDER  -  SECOND    CLASS 0
 LZ0358  ELLP ORDER  -  THIRD     CLASS II
 LZ0358
 LZ0358.The horizontal coordinates were established by GPS observations
 LZ0358.and adjusted by the National Geodetic Survey in March 2001..
 LZ0358
 LZ0358.The orthometric height was determined by differential leveling
 LZ0358.and adjusted by the National Geodetic Survey in June 1991..
 LZ0358
 LZ0358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LZ0358
 LZ0358.The Laplace correction was computed from DEFLEC99 derived deflections.
 LZ0358
 LZ0358.The ellipsoidal height was determined by GPS observations
 LZ0358.and is referenced to NAD 83.
 LZ0358
 LZ0358.The geoid height was determined by GEOID03.
 LZ0358
 LZ0358.The dynamic height is computed by dividing the NAVD 88
 LZ0358.geopotential number by the normal gravity value computed on the
 LZ0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0358.degrees latitude (g = 980.6199 gals.).
 LZ0358
 LZ0358.The modeled gravity was interpolated from observed gravity values.
 LZ0358
 LZ0358;                    North         East     Units Scale Factor Converg.
 LZ0358;SPC PA N     -   136,434.029   704,004.297   MT  0.99995697   +0 49 21.6
 LZ0358;SPC PA N     -   447,617.31  2,309,720.76   sFT  0.99995697   +0 49 21.6
 LZ0358;UTM  18      - 4,582,978.664   374,052.964   MT  0.99979522   -0 59 46.0
 LZ0358
 LZ0358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LZ0358!SPC PA N     -   0.99991185  x   0.99995697  =   0.99986882
 LZ0358!UTM  18      -   0.99991185  x   0.99979522  =   0.99970708
 LZ0358
 LZ0358|---------------------------------------------------------------------|
 LZ0358| PID    Reference Object                     Distance      Geod. Az  |
 LZ0358|                                                           dddmmss.s |
 LZ0358| CF3178 KROUSE RM 1                          28.041 METERS 19230     |
 LZ0358| LZ1927 NORTH MOUNTAIN FIRE TOWER 2         APPROX. 8.7 KM 2074053.6 |
 LZ0358| LZ0361 KROUSE AZ MK                                       2265803.3 |
 LZ0358| CF3179 KROUSE RM 2                          33.860 METERS 23911     |
 LZ0358|---------------------------------------------------------------------|
 LZ0358
 LZ0358                          SUPERSEDED SURVEY CONTROL
 LZ0358
 LZ0358  NAD 83(1986)-  41 23 18.53601(N)    076 30 23.09943(W) AD(       ) 2
 LZ0358  NAD 27      -  41 23 18.26045(N)    076 30 24.28832(W) AD(       ) 2
 LZ0358  NAVD 88 (03/28/01)  594.15   (m)         1949.3    (f) LEVELING    3  
 LZ0358  NGVD 29 (??/??/92)  594.317  (m)         1949.86   (f) ADJ UNCH    2 0
 LZ0358
 LZ0358.Superseded values are not recommended for survey control.
 LZ0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0358.See file dsdata.txt to determine how the superseded data were derived.
 LZ0358
 LZ0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL7405382979(NAD 83)
 LZ0358_MARKER: DE = TRAVERSE STATION DISK
 LZ0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0358_STAMPING: KROUSE 1969
 LZ0358_MARK LOGO: CGS   
 LZ0358_PROJECTION: FLUSH
 LZ0358_MAGNETIC: N = NO MAGNETIC MATERIAL
 LZ0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0358+STABILITY: SURFACE MOTION
 LZ0358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LZ0358+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2001
 LZ0358
 LZ0358  HISTORY     - Date     Condition        Report By
 LZ0358  HISTORY     - 1969     MONUMENTED       CGS
 LZ0358  HISTORY     - 1969     GOOD             CGS
 LZ0358  HISTORY     - 20000427 GOOD             PADT
 LZ0358  HISTORY     - 20010716 GOOD             PADT
 LZ0358
 LZ0358                          STATION DESCRIPTION
 LZ0358
 LZ0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (WMJ)
 LZ0358'THE STATION IS ABOUT 3-3/4 MILES EAST-SOUTHEAST OF EAGLES MERE, 3-1/2
 LZ0358'MILES NORTHEAST OF SONESTOWN AND 2-1/2 MILES SOUTH-SOUTHWEST OF
 LZ0358'LAPORTE AND IS ON THE PROPERTY OF LEWIS KROUSE.
 LZ0358'
 LZ0358'TO REACH THE STATION FROM THE SULLIVAN HIGHLAND SCHOOLS IN SONESTOWN,
 LZ0358'GO NORTHEAST ON U.S. HIGHWAY 220 FOR 3.5 MILES TO THE
 LZ0358'AZIMUTH MARK ON THE LEFT, CONTINUE NORTHEAST ON U.S. HIGHWAY 220 FOR
 LZ0358'0.2 MILE TO THE STATION ON THE RIGHT.
 LZ0358'
 LZ0358'THE STATION MARK IS 60.0 FEET SOUTHEAST OF THE CENTERLINE OF U.S.
 LZ0358'HIGHWAY 220, 47.0 FEET SOUTH OF TELEPHONE POLE NO. C 106,
 LZ0358'29.0 FEET EAST OF A POWERLINE POLE AND 4.4 FEET SOUTHWEST OF A METAL
 LZ0358'WITNESS POST.  THE UNDERGROUND MARK IS 36 INCHES BELOW THE
 LZ0358'SURFACE OF THE GROUND.  THE SURFACE MARK IS A STANDARD TRAVERSE
 LZ0358'STATION MARK DISK SET IN THE TOP OF A SQUARE CONCRETE POST
 LZ0358'PROJECTING 1 INCH AND IS STAMPED KROUSE 1969.
 LZ0358'
 LZ0358'REFERENCE MARK NO. 1 IS 104.0 FEET SOUTHEAST OF THE CENTERLINE OF
 LZ0358'U.S. HIGHWAY 220, 44.0 FEET EAST-SOUTHEAST OF A 24 INCH
 LZ0358'TRIANGULAR BLAZED TREE AND 2.0 FEET EAST-NORTHEAST OF A POWERLINE
 LZ0358'POLE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A
 LZ0358'SQUARE CONCRETE POST FLUSH WITH THE GROUND AND IS STAMPED KROUSE NO 1
 LZ0358'1969, IT IS ABOUT 3 FEET LOWER THAN THE STATION MARK.
 LZ0358'
 LZ0358'REFERENCE MARK NO. 2 IS 40.0 FEET NORTHWEST OF A 24 INCH TRIANGULAR
 LZ0358'BLAZED TREE, 24.0 FEET SOUTHEAST OF THE CENTERLINE OF
 LZ0358'U.S. HIGHWAY 220 AND 2.5 FEET SOUTHEAST OF TELEPHONE POLE NO. C 107.
 LZ0358'THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 LZ0358'CONCRETE POST PROJECTING 1 INCH AND IS STAMPED KROUSE NO 2 1969.
 LZ0358'
 LZ0358'THE AZIMUTH MARK IS 50.0 FEET NORTH-NORTHWEST OF THE CENTERLINE OF
 LZ0358'U.S. HIGHWAY 220, 13.0 FEET SOUTH-SOUTHWEST OF A 12 INCH
 LZ0358'TRIANGULAR BLAZED OAK TREE AND 5.4 FEET SOUTHEAST OF A METAL WITNESS
 LZ0358'POST.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 LZ0358'IN AN OUTCROPPING OF BEDROCK PROJECTING 9 INCHES ON THE SOUTH SIDE
 LZ0358'AND IS STAMPED KROUSE 1969.
 LZ0358
 LZ0358                          STATION RECOVERY (1969)
 LZ0358
 LZ0358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 LZ0358'3.6 MI NE FROM SONESTOWN.
 LZ0358'ABOUT 3.6 MILES NORTHEAST ALONG U.S. HIGHWAY 220 FROM THE
 LZ0358'SULLIVAN HIGHLANDS SCHOOL IN SONESTOWN, AT THE TOP OF A HILL,
 LZ0358'111.09 FEET EAST OF THE RM 2, 92.00 FEET NORTH OF RM 1, 60
 LZ0358'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 47.0 FEET SOUTH
 LZ0358'OF TELEPHONE POLE NO. C 106, 29 FEET EAST OF A POWERLINE POLE,
 LZ0358'4.4 FEET SOUTHWEST OF A METAL WITNESS SIGN, SET IN THE TOP OF
 LZ0358'A CONCRETE POST PROJECTING 1-INCH AND IS ABOUT 1 FOOT BELOW THE
 LZ0358'LEVEL OF THE HIGHWAY.
 LZ0358
 LZ0358                          STATION RECOVERY (2000)
 LZ0358
 LZ0358'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (MJB)
 LZ0358'ADDITION TO STATION REFERENCES---
 LZ0358'LOCATED 46 FT (14.0 M) NORTH OF 14 INCH TWIN MAPLE TREE, AND 81 FT
 LZ0358'(24.7 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A 1.5 STORY FRAMED
 LZ0358'BLUE HOUSE.
 LZ0358' 
 LZ0358' 
 LZ0358' 
 LZ0358' 
 LZ0358'
 LZ0358
 LZ0358                          STATION RECOVERY (2001)
 LZ0358
 LZ0358'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (MJB)
 LZ0358'RECOVERED AS DESCRIBED.
 LZ0358'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0359 ***********************************************************************
 LZ0359  DESIGNATION -  KROUSE 1
 LZ0359  PID         -  LZ0359
 LZ0359  STATE/COUNTY-  PA/SULLIVAN
 LZ0359  USGS QUAD   -  EAGLES MERE (1993)
 LZ0359
 LZ0359                         *CURRENT SURVEY CONTROL
 LZ0359  ___________________________________________________________________
 LZ0359* NAD 83(1986)-  41 23 18.     (N)    076 30 23.     (W)     SCALED    
 LZ0359* NAVD 88     -       592.716  (meters)    1944.60   (feet)  ADJUSTED  
 LZ0359  ___________________________________________________________________
 LZ0359  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 LZ0359  DYNAMIC HT  -         592.439 (meters)    1943.69  (feet)  COMP
 LZ0359  MODELED GRAV-     980,137.3   (mgal)                       NAVD 88
 LZ0359
 LZ0359  VERT ORDER  -  SECOND    CLASS 0
 LZ0359
 LZ0359.The horizontal coordinates were scaled from a topographic map and have
 LZ0359.an estimated accuracy of +/- 6 seconds.
 LZ0359
 LZ0359.The orthometric height was determined by differential leveling
 LZ0359.and adjusted by the National Geodetic Survey in June 1991..
 LZ0359
 LZ0359.The geoid height was determined by GEOID03.
 LZ0359
 LZ0359.The dynamic height is computed by dividing the NAVD 88
 LZ0359.geopotential number by the normal gravity value computed on the
 LZ0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0359.degrees latitude (g = 980.6199 gals.).
 LZ0359
 LZ0359.The modeled gravity was interpolated from observed gravity values.
 LZ0359
 LZ0359;                    North         East    Units  Estimated Accuracy
 LZ0359;SPC PA N     -   136,420.      704,010.      MT  (+/- 180 meters Scaled)
 LZ0359
 LZ0359                          SUPERSEDED SURVEY CONTROL
 LZ0359
 LZ0359  NGVD 29 (??/??/92)  592.882  (m)         1945.15   (f) ADJ UNCH    2 0
 LZ0359
 LZ0359.Superseded values are not recommended for survey control.
 LZ0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0359.See file dsdata.txt to determine how the superseded data were derived.
 LZ0359
 LZ0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL740829(NAD 83)
 LZ0359_MARKER: DR = REFERENCE MARK DISK
 LZ0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0359_STAMPING: KROUSE NO 1 1969
 LZ0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0359+STABILITY: SURFACE MOTION
 LZ0359
 LZ0359  HISTORY     - Date     Condition        Report By
 LZ0359  HISTORY     - 1969     MONUMENTED       CGS
 LZ0359
 LZ0359                          STATION DESCRIPTION
 LZ0359
 LZ0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LZ0359'3.6 MI NE FROM SONESTOWN.
 LZ0359'AT THE KROUSE STATION SITE-- 92.0 FEET SOUTH OF THE STATION,
 LZ0359'104 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 44 FEET
 LZ0359'EAST OF A 24-INCH TRIANGULAR BLAZED TREE, 2.0 FEET EAST OF A
 LZ0359'POWERLINE POLE, SET IN THE TOP OF A CONCRETE POST, FLUSH, AND
 LZ0359'IS ABOUT 3 FEET LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0360 ***********************************************************************
 LZ0360  DESIGNATION -  KROUSE 2
 LZ0360  PID         -  LZ0360
 LZ0360  STATE/COUNTY-  PA/SULLIVAN
 LZ0360  USGS QUAD   -  EAGLES MERE (1993)
 LZ0360
 LZ0360                         *CURRENT SURVEY CONTROL
 LZ0360  ___________________________________________________________________
 LZ0360* NAD 83(1986)-  41 23 18.     (N)    076 30 23.     (W)     SCALED    
 LZ0360* NAVD 88     -       594.525  (meters)    1950.54   (feet)  ADJUSTED  
 LZ0360  ___________________________________________________________________
 LZ0360  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 LZ0360  DYNAMIC HT  -         594.248 (meters)    1949.63  (feet)  COMP
 LZ0360  MODELED GRAV-     980,137.3   (mgal)                       NAVD 88
 LZ0360
 LZ0360  VERT ORDER  -  SECOND    CLASS 0
 LZ0360
 LZ0360.The horizontal coordinates were scaled from a topographic map and have
 LZ0360.an estimated accuracy of +/- 6 seconds.
 LZ0360
 LZ0360.The orthometric height was determined by differential leveling
 LZ0360.and adjusted by the National Geodetic Survey in June 1991..
 LZ0360
 LZ0360.The geoid height was determined by GEOID03.
 LZ0360
 LZ0360.The dynamic height is computed by dividing the NAVD 88
 LZ0360.geopotential number by the normal gravity value computed on the
 LZ0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0360.degrees latitude (g = 980.6199 gals.).
 LZ0360
 LZ0360.The modeled gravity was interpolated from observed gravity values.
 LZ0360
 LZ0360;                    North         East    Units  Estimated Accuracy
 LZ0360;SPC PA N     -   136,420.      704,010.      MT  (+/- 180 meters Scaled)
 LZ0360
 LZ0360                          SUPERSEDED SURVEY CONTROL
 LZ0360
 LZ0360  NGVD 29 (??/??/92)  594.691  (m)         1951.08   (f) ADJ UNCH    2 0
 LZ0360
 LZ0360.Superseded values are not recommended for survey control.
 LZ0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0360.See file dsdata.txt to determine how the superseded data were derived.
 LZ0360
 LZ0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL740829(NAD 83)
 LZ0360_MARKER: DR = REFERENCE MARK DISK
 LZ0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0360_STAMPING: KROUSE NO 2 1969
 LZ0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0360+STABILITY: SURFACE MOTION
 LZ0360
 LZ0360  HISTORY     - Date     Condition        Report By
 LZ0360  HISTORY     - 1969     MONUMENTED       CGS
 LZ0360
 LZ0360                          STATION DESCRIPTION
 LZ0360
 LZ0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LZ0360'3.6 MI NE FROM SONESTOWN.
 LZ0360'AT THE KROUSE STATION SITE-- 111.09 FEET WEST OF THE STATION, 40
 LZ0360'FEET NORTHWEST OF A 24-INCH TRIANGULAR BLAZED TREE, 24 FEET
 LZ0360'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2.5 FEET SOUTHEAST
 LZ0360'OF TELEPHONE POLE NO. C 107, SET IN THE TOP OF A CONCRETE POST
 LZ0360'PROJECTING 1-INCH AND IS ABOUT LEVEL WITH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0361 ***********************************************************************
 LZ0361  DESIGNATION -  KROUSE AZ MK
 LZ0361  PID         -  LZ0361
 LZ0361  STATE/COUNTY-  PA/SULLIVAN
 LZ0361  USGS QUAD   -  EAGLES MERE (1993)
 LZ0361
 LZ0361                         *CURRENT SURVEY CONTROL
 LZ0361  ___________________________________________________________________
 LZ0361* NAD 83(1986)-  41 23 12.     (N)    076 30 32.     (W)     SCALED    
 LZ0361* NAVD 88     -       589.052  (meters)    1932.58   (feet)  ADJUSTED  
 LZ0361  ___________________________________________________________________
 LZ0361  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 LZ0361  DYNAMIC HT  -         588.776 (meters)    1931.68  (feet)  COMP
 LZ0361  MODELED GRAV-     980,136.5   (mgal)                       NAVD 88
 LZ0361
 LZ0361  VERT ORDER  -  SECOND    CLASS 0
 LZ0361
 LZ0361.The horizontal coordinates were scaled from a topographic map and have
 LZ0361.an estimated accuracy of +/- 6 seconds.
 LZ0361
 LZ0361.The orthometric height was determined by differential leveling
 LZ0361.and adjusted by the National Geodetic Survey in June 1991..
 LZ0361
 LZ0361.The geoid height was determined by GEOID03.
 LZ0361
 LZ0361.The dynamic height is computed by dividing the NAVD 88
 LZ0361.geopotential number by the normal gravity value computed on the
 LZ0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0361.degrees latitude (g = 980.6199 gals.).
 LZ0361
 LZ0361.The modeled gravity was interpolated from observed gravity values.
 LZ0361
 LZ0361;                    North         East    Units  Estimated Accuracy
 LZ0361;SPC PA N     -   136,230.      703,800.      MT  (+/- 180 meters Scaled)
 LZ0361
 LZ0361                          SUPERSEDED SURVEY CONTROL
 LZ0361
 LZ0361  NGVD 29 (??/??/92)  589.217  (m)         1933.12   (f) ADJ UNCH    2 0
 LZ0361
 LZ0361.Superseded values are not recommended for survey control.
 LZ0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0361.See file dsdata.txt to determine how the superseded data were derived.
 LZ0361
 LZ0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL738827(NAD 83)
 LZ0361_MARKER: DZ = AZIMUTH MARK DISK
 LZ0361_SETTING: 66 = SET IN ROCK OUTCROP
 LZ0361_SP_SET: BEDROCK
 LZ0361_STAMPING: KROUSE 1969
 LZ0361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ0361+STABILITY: POSITION/ELEVATION WELL
 LZ0361
 LZ0361  HISTORY     - Date     Condition        Report By
 LZ0361  HISTORY     - 1969     MONUMENTED       CGS
 LZ0361
 LZ0361                          STATION DESCRIPTION
 LZ0361
 LZ0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LZ0361'3.4 MI NE FROM SONESTOWN.
 LZ0361'ABOUT 3.4 MILES NORTHEAST ALONG U.S. HIGHWAY 220 FROM THE
 LZ0361'SULLIVAN HIGHLANDS SCHOOL IN SONESTOWN, 50.0 FEET NORTH-NORTHWEST
 LZ0361'OF THE CENTERLINE OF THE HIGHWAY, 13.0 FEET SOUTH-SOUTHWEST OF
 LZ0361'A 12-INCH TRIANGULAR BLAZED OAK TREE, 5.4 FEET SOUTHEAST OF A
 LZ0361'METAL WITNESS SIGN, SET IN THE TOP OF OUTCROPPING BEDROCK
 LZ0361'PROJECTING 8-INCHES AND IS ABOUT 3 FEET ABOVE THE LEVEL OF THE
 LZ0361'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1777 ***********************************************************************
 JV1777  DESIGNATION -  KROUT
 JV1777  PID         -  JV1777
 JV1777  STATE/COUNTY-  PA/YORK
 JV1777  USGS QUAD   -  GLEN ROCK (1984)
 JV1777
 JV1777                         *CURRENT SURVEY CONTROL
 JV1777  ___________________________________________________________________
 JV1777* NAD 83(1992)-  39 50 31.50976(N)    076 41 17.70839(W)     ADJUSTED  
 JV1777* NAVD 88     -       261.529  (meters)     858.03   (feet)  ADJUSTED  
 JV1777  ___________________________________________________________________
 JV1777  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 JV1777  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 JV1777  DYNAMIC HT  -         261.396 (meters)     857.60  (feet)  COMP
 JV1777  MODELED GRAV-     980,109.9   (mgal)                       NAVD 88
 JV1777
 JV1777  HORZ ORDER  -  SECOND
 JV1777  VERT ORDER  -  SECOND    CLASS 0
 JV1777
 JV1777.The horizontal coordinates were established by classical geodetic methods
 JV1777.and adjusted by the National Geodetic Survey in June 2002..
 JV1777
 JV1777.The orthometric height was determined by differential leveling
 JV1777.and adjusted by the National Geodetic Survey in June 1991..
 JV1777
 JV1777.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV1777
 JV1777.The geoid height was determined by GEOID03.
 JV1777
 JV1777.The dynamic height is computed by dividing the NAVD 88
 JV1777.geopotential number by the normal gravity value computed on the
 JV1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1777.degrees latitude (g = 980.6199 gals.).
 JV1777
 JV1777.The modeled gravity was interpolated from observed gravity values.
 JV1777
 JV1777;                    North         East     Units Scale Factor Converg.
 JV1777;SPC PA S     -    57,035.684   690,874.459   MT  1.00001552   +0 41 19.9
 JV1777;SPC PA S     -   187,124.57  2,266,643.95   sFT  1.00001552   +0 41 19.9
 JV1777;SPC MD       -   241,543.523   426,684.965   MT  1.00009215   +0 11 44.4
 JV1777;SPC MD       -   792,464.04  1,399,882.26   sFT  1.00009215   +0 11 44.4
 JV1777;UTM  18      - 4,411,594.163   355,556.088   MT  0.99985686   -1 04 54.5
 JV1777
 JV1777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV1777!SPC PA S     -   0.99996412  x   1.00001552  =   0.99997964
 JV1777!SPC MD       -   0.99996412  x   1.00009215  =   1.00005627
 JV1777!UTM  18      -   0.99996412  x   0.99985686  =   0.99982099
 JV1777
 JV1777|---------------------------------------------------------------------|
 JV1777| PID    Reference Object                     Distance      Geod. Az  |
 JV1777|                                                           dddmmss.s |
 JV1777| JV1778 KROUT RM 2                            5.700 METERS 16426     |
 JV1777| JV1773 LOGAN                               APPROX. 2.7 KM 3415157.9 |
 JV1777| JV1776 KROUT RM 1                            5.313 METERS 34648     |
 JV1777|---------------------------------------------------------------------|
 JV1777
 JV1777                          SUPERSEDED SURVEY CONTROL
 JV1777
 JV1777  NAD 83(1991)-  39 50 31.50674(N)    076 41 17.71092(W) AD(       ) 2
 JV1777  NAD 83(1986)-  39 50 31.50328(N)    076 41 17.71099(W) AD(       ) 2
 JV1777  NAD 27      -  39 50 31.13660(N)    076 41 18.82500(W) AD(       ) 2
 JV1777  NGVD 29 (??/??/??)  261.756  (m)          858.78   (f) ADJUSTED    2 0
 JV1777
 JV1777.Superseded values are not recommended for survey control.
 JV1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1777.See file dsdata.txt to determine how the superseded data were derived.
 JV1777
 JV1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK5555611594(NAD 83)
 JV1777_MARKER: DS = TRIANGULATION STATION DISK
 JV1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1777_STAMPING: KROUT 1960
 JV1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1777+STABILITY: SURFACE MOTION
 JV1777
 JV1777  HISTORY     - Date     Condition        Report By
 JV1777  HISTORY     - 1960     MONUMENTED       CGS
 JV1777  HISTORY     - 1961     GOOD             CGS
 JV1777
 JV1777                          STATION DESCRIPTION
 JV1777
 JV1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 JV1777'THE STATION IS LOCATED ON A HIGH BANK ALONG THE WEST RIGHT-OF-WAY OF
 JV1777'U.S. HIGHWAY 111, 1-1/2 MILES SOUTHEAST OF LONGAVILLE, 5.0
 JV1777'MILES SOUTH-SOUTHWEST OF DALLASTOWN, 5.0 MILES NORTH OF SHREWSBURY.
 JV1777'FORMER PROPERTY OWNER, MR.  REBERT.
 JV1777'
 JV1777'TO REACH THE STATION FROM THE FIRE HALL IN LOGANVILLE, GO SOUTH ON
 JV1777'OLD U.S. HIGHWAY 111 FOR 1.5 MILES TO A SIDE ROAD LEFT, JUST
 JV1777'BEFORE REACHING STATE ROUTE 216. TURN LEFT AND GO EAST ON A GRAVELED
 JV1777'ROAD FOR 1.0 MILE TO A GRAVELED SIDE ROAD RIGHT. TURN
 JV1777'RIGHT AND GO 0.05 MILE TO A GRAVELED CROSSROAD. TURN LEFT INTO THE
 JV1777'WEST EDGE OF A CULTIVATED FIELD AND GO SOUTHEAST ACROSS THE
 JV1777'FIELD FOR 0.12 MILE TO THE SUMMIT OF THE BANK AND THE STATION AS
 JV1777'DESCRIBED.
 JV1777'
 JV1777'THE STATION MARK IS A STANDARD DISK STAMPED KROUT 1960, SET IN TOP OF
 JV1777'A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 JV1777'SURFACE. IT IS 5.5 FEET EAST OF AN 8-INCH TRIANGULAR BLAZED OAK TREE,
 JV1777'7.0 FEET EAST OF THE WEST HIGHWAY RIGHT-OF-WAY AND 8.0 FEET
 JV1777'WEST-SOUTHWEST OF A STEEP BANK.
 JV1777'
 JV1777'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KROUT NO 1 1960, SET IN
 JV1777'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 JV1777'GROUND SURFACE. IT IS 3.0 FEET EAST OF THE WEST HIGHWAY RIGHT-OF-WAY,
 JV1777'9.0 FEET WEST-SOUTHWEST OF THE STEEP BANK, 20.0 FEET
 JV1777'NORTH-NORTHEAST OF THE 8-INCH TRIANGULAR BLAZED OAK TREE AND ABOUT
 JV1777'THE SAME ELEVATION AS THE STATION MARK.
 JV1777'
 JV1777'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KROUT NO 2 1960, SET IN
 JV1777'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 JV1777'GROUND SURFACE. IT IS 6.0 FEET WEST-SOUTHWEST OF THE STEEP BANK, 10.0
 JV1777'FEET EAST OF THE WEST HIGHWAY RIGHT-OF-WAY, 18.2 FEET
 JV1777'SOUTH-SOUTHEAST OF THE 8-INCH TRIANGULAR BLAZED OAK TREE AND ABOUT
 JV1777'THE SAME ELEVATION AS THE STATION MARK.
 JV1777'
 JV1777'HEIGHT OF LIGHT ABOVE STATION MARK 1.32 METERS.
 JV1777
 JV1777                          STATION RECOVERY (1961)
 JV1777
 JV1777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JV1777'6.1 MI S FROM SPRY.
 JV1777'6.1 MILES SOUTH ALONG INTERSTATE HIGHWAY 83 (U.S. HIGHWAY 111)
 JV1777'FROM THE JUNCTION OF STATE HIGHWAY 74, U.S. HIGHWAY 24 AT THE
 JV1777'INTERCHANGE BRIDGE OF INTERSTATE HIGHWAY 83 (U.S. HIGHWAY 111)
 JV1777'ABOUT 1.0 MILE NORTH OF SPRY, SET IN TOP OF A SQUARE CONCRETE
 JV1777'MONUMENT FLUSH WITH THE SURFACE OF THE GROUND, ON TOP OF A HIGH
 JV1777'DOUBLE CUT BANK ABOUT 50.0 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 JV1777'17.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CULTIVATED
 JV1777'FIELD, 9.0 FEET WEST OF THE WEST EDGE OF THE TOP CUT BANK AND
 JV1777'5.5 FEET EAST OF A 6-INCH TRIANGULAR BLAZED OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1776 ***********************************************************************
 JV1776  DESIGNATION -  KROUT RM 1
 JV1776  PID         -  JV1776
 JV1776  STATE/COUNTY-  PA/YORK
 JV1776  USGS QUAD   -  GLEN ROCK (1984)
 JV1776
 JV1776                         *CURRENT SURVEY CONTROL
 JV1776  ___________________________________________________________________
 JV1776* NAD 83(1986)-  39 50 31.     (N)    076 41 17.     (W)     SCALED    
 JV1776* NAVD 88     -       261.438  (meters)     857.73   (feet)  ADJUSTED  
 JV1776  ___________________________________________________________________
 JV1776  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 JV1776  DYNAMIC HT  -         261.305 (meters)     857.30  (feet)  COMP
 JV1776  MODELED GRAV-     980,109.9   (mgal)                       NAVD 88
 JV1776
 JV1776  VERT ORDER  -  SECOND    CLASS 0
 JV1776
 JV1776.The horizontal coordinates were scaled from a topographic map and have
 JV1776.an estimated accuracy of +/- 6 seconds.
 JV1776
 JV1776.The orthometric height was determined by differential leveling
 JV1776.and adjusted by the National Geodetic Survey in June 1991..
 JV1776
 JV1776.The geoid height was determined by GEOID03.
 JV1776
 JV1776.The dynamic height is computed by dividing the NAVD 88
 JV1776.geopotential number by the normal gravity value computed on the
 JV1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1776.degrees latitude (g = 980.6199 gals.).
 JV1776
 JV1776.The modeled gravity was interpolated from observed gravity values.
 JV1776
 JV1776;                    North         East    Units  Estimated Accuracy
 JV1776;SPC PA S     -    57,020.      690,890.      MT  (+/- 180 meters Scaled)
 JV1776
 JV1776                          SUPERSEDED SURVEY CONTROL
 JV1776
 JV1776  NGVD 29 (??/??/??)  261.664  (m)          858.48   (f) ADJUSTED    2 0
 JV1776
 JV1776.Superseded values are not recommended for survey control.
 JV1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1776.See file dsdata.txt to determine how the superseded data were derived.
 JV1776
 JV1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK555115(NAD 83)
 JV1776_MARKER: DR = REFERENCE MARK DISK
 JV1776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1776_STAMPING: KROUT NO 1 1960
 JV1776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1776+STABILITY: SURFACE MOTION
 JV1776
 JV1776  HISTORY     - Date     Condition        Report By
 JV1776  HISTORY     - 1960     MONUMENTED       CGS
 JV1776  HISTORY     - 1961     GOOD             CGS
 JV1776
 JV1776                          STATION DESCRIPTION
 JV1776
 JV1776'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JV1776'6.1 MI S FROM SPRY.
 JV1776'6.1 MILES SOUTH ALONG INTERSTATE HIGHWAY 83 (U.S. HIGHWAY 111)
 JV1776'FROM THE JUNCTION OF STATE HIGHWAY 74, U.S. HIGHWAY 24 AT THE
 JV1776'INTERCHANGE BRIDGE OF INTERSTATE HIGHWAY 83 (U.S. HIGHWAY 111)
 JV1776'ABOUT 1.0 MILE NORTH OF SPRY, SET IN TOP OF A SQUARE CONCRETE
 JV1776'MONUMENT FLUSH WITH THE SURFACE OF THE GROUND, ON TOP OF A HIGH,
 JV1776'DOUBLE CUT BANK APPROXIMATELY 50.0 FEET ABOVE THE LEVEL OF THE
 JV1776'HIGHWAY, 34.4 FEET NORTH OF THE NORTHEAST CORNER OF A CULTIVATED
 JV1776'FIELD, 19.9 FEET NORTHEAST OF A 6-INCH TRIANGULAR BLAZED OAK
 JV1776'TREE, 17.4 FEET NORTH OF THE STATION MARK AND 8.5 FEET WEST OF
 JV1776'THE WEST EDGE OF A CUT BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1778 ***********************************************************************
 JV1778  DESIGNATION -  KROUT RM 2
 JV1778  PID         -  JV1778
 JV1778  STATE/COUNTY-  PA/YORK
 JV1778  USGS QUAD   -  GLEN ROCK (1984)
 JV1778
 JV1778                         *CURRENT SURVEY CONTROL
 JV1778  ___________________________________________________________________
 JV1778* NAD 83(1986)-  39 50 31.     (N)    076 41 17.     (W)     SCALED    
 JV1778* NAVD 88     -       261.692  (meters)     858.57   (feet)  ADJUSTED  
 JV1778  ___________________________________________________________________
 JV1778  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 JV1778  DYNAMIC HT  -         261.559 (meters)     858.13  (feet)  COMP
 JV1778  MODELED GRAV-     980,109.9   (mgal)                       NAVD 88
 JV1778
 JV1778  VERT ORDER  -  SECOND    CLASS 0
 JV1778
 JV1778.The horizontal coordinates were scaled from a topographic map and have
 JV1778.an estimated accuracy of +/- 6 seconds.
 JV1778
 JV1778.The orthometric height was determined by differential leveling
 JV1778.and adjusted by the National Geodetic Survey in June 1991..
 JV1778
 JV1778.The geoid height was determined by GEOID03.
 JV1778
 JV1778.The dynamic height is computed by dividing the NAVD 88
 JV1778.geopotential number by the normal gravity value computed on the
 JV1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1778.degrees latitude (g = 980.6199 gals.).
 JV1778
 JV1778.The modeled gravity was interpolated from observed gravity values.
 JV1778
 JV1778;                    North         East    Units  Estimated Accuracy
 JV1778;SPC PA S     -    57,020.      690,890.      MT  (+/- 180 meters Scaled)
 JV1778
 JV1778                          SUPERSEDED SURVEY CONTROL
 JV1778
 JV1778  NGVD 29 (??/??/??)  261.919  (m)          859.31   (f) ADJUSTED    2 0
 JV1778
 JV1778.Superseded values are not recommended for survey control.
 JV1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1778.See file dsdata.txt to determine how the superseded data were derived.
 JV1778
 JV1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK555115(NAD 83)
 JV1778_MARKER: DR = REFERENCE MARK DISK
 JV1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1778_STAMPING: KROUT NO 2 1960
 JV1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1778+STABILITY: SURFACE MOTION
 JV1778
 JV1778  HISTORY     - Date     Condition        Report By
 JV1778  HISTORY     - 1960     MONUMENTED       CGS
 JV1778  HISTORY     - 1961     GOOD             CGS
 JV1778
 JV1778                          STATION DESCRIPTION
 JV1778
 JV1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JV1778'6.1 MI S FROM SPRY.
 JV1778'6.1 MILES SOUTH ALONG INTERSTATE HIGHWAY 83 (U.S. HIGHWAY 111)
 JV1778'FROM THE JUNCTION OF STATE HIGHWAY 74, U.S. HIGHWAY 24 AT THE
 JV1778'INTERCHANGE BRIDGE OF INTERSTATE HIGHWAY 83 (U.S. HIGHWAY 111)
 JV1778'ABOUT 1.0 MILE NORTH OF SPRY, SET IN TOP OF A SQUARE CONCRETE
 JV1778'MONUMENT FLUSH WITH THE SURFACE OF THE GROUND, ON TOP OF A
 JV1778'HIGH, DOUBLE, CUT BANK APPROXIMATELY 50.0 FEET ABOVE THE LEVEL
 JV1778'OF THE HIGHWAY, 18.2 FEET SOUTH OF THE STATION MARK, 17.8 FEET
 JV1778'SOUTHEAST OF A 6-INCH TRIANGULAR BLAZED OAK TREE, 6.0 FEET
 JV1778'WEST OF THE WEST EDGE OF THE TOP CUT BANK AND 5.0 FEET SOUTHEAST
 JV1778'OF THE NORTHEAST CORNER OF A CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0594 ***********************************************************************
 KX0594  DESIGNATION -  KRUG
 KX0594  PID         -  KX0594
 KX0594  STATE/COUNTY-  PA/CAMBRIA
 KX0594  USGS QUAD   -  EBENSBURG (1994)
 KX0594
 KX0594                         *CURRENT SURVEY CONTROL
 KX0594  ___________________________________________________________________
 KX0594* NAD 83(1992)-  40 27 57.09352(N)    078 38 07.20220(W)     ADJUSTED  
 KX0594* NAVD 88     -       628.910  (meters)    2063.35   (feet)  ADJUSTED  
 KX0594  ___________________________________________________________________
 KX0594  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 KX0594  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KX0594  DYNAMIC HT  -         628.555 (meters)    2062.18  (feet)  COMP
 KX0594  MODELED GRAV-     980,040.2   (mgal)                       NAVD 88
 KX0594
 KX0594  HORZ ORDER  -  SECOND
 KX0594  VERT ORDER  -  SECOND    CLASS 0
 KX0594
 KX0594.The horizontal coordinates were established by classical geodetic methods
 KX0594.and adjusted by the National Geodetic Survey in June 2002..
 KX0594
 KX0594.The orthometric height was determined by differential leveling
 KX0594.and adjusted by the National Geodetic Survey in June 1991..
 KX0594
 KX0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX0594
 KX0594.The geoid height was determined by GEOID03.
 KX0594
 KX0594.The dynamic height is computed by dividing the NAVD 88
 KX0594.geopotential number by the normal gravity value computed on the
 KX0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0594.degrees latitude (g = 980.6199 gals.).
 KX0594
 KX0594.The modeled gravity was interpolated from observed gravity values.
 KX0594
 KX0594;                    North         East     Units Scale Factor Converg.
 KX0594;SPC PA S     -   126,126.491   524,918.486   MT  0.99995954   -0 34 27.8
 KX0594;SPC PA S     -   413,800.00  1,722,170.07   sFT  0.99995954   -0 34 27.8
 KX0594;UTM  17      - 4,482,150.841   700,477.899   MT  1.00009475   +1 32 06.6
 KX0594
 KX0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX0594!SPC PA S     -   0.99990643  x   0.99995954  =   0.99986597
 KX0594!UTM  17      -   0.99990643  x   1.00009475  =   1.00000117
 KX0594
 KX0594|---------------------------------------------------------------------|
 KX0594| PID    Reference Object                     Distance      Geod. Az  |
 KX0594|                                                           dddmmss.s |
 KX0594| KX0596 KRUG RM 1                            25.142 METERS 01404     |
 KX0594| KX2259 CRESSON HOSPITAL LAUNDRY STACK      APPROX. 6.5 KM 1050444.3 |
 KX0594| KX0593 KRUG AZ MK                                         1110623.3 |
 KX0594| KX0595 KRUG RM 2                             9.647 METERS 32022     |
 KX0594|---------------------------------------------------------------------|
 KX0594
 KX0594                          SUPERSEDED SURVEY CONTROL
 KX0594
 KX0594  NAD 83(1986)-  40 27 57.10020(N)    078 38 07.21225(W) AD(       ) 2
 KX0594  NAD 27      -  40 27 56.83977(N)    078 38 08.14686(W) AD(       ) 2
 KX0594  NGVD 29 (??/??/92)  629.043  (m)         2063.79   (f) ADJ UNCH    2 0
 KX0594
 KX0594.Superseded values are not recommended for survey control.
 KX0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0594.See file dsdata.txt to determine how the superseded data were derived.
 KX0594
 KX0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE0047882151(NAD 83)
 KX0594_MARKER: DE = TRAVERSE STATION DISK
 KX0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0594_STAMPING: KRUG 1967
 KX0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0594+STABILITY: SURFACE MOTION
 KX0594
 KX0594  HISTORY     - Date     Condition        Report By
 KX0594  HISTORY     - 1967     MONUMENTED       CGS
 KX0594  HISTORY     - 1967     GOOD             CGS
 KX0594
 KX0594                          STATION DESCRIPTION
 KX0594
 KX0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX0594'THE STATION IS LOCATED ABOUT 5 MILES EAST OF EBENSBURG, 3 MILES NORTH
 KX0594'OF LILLY, 2.5 MILES WEST OF CRESSON AND 100 FEET SOUTH OF U.S.
 KX0594'HIGHWAY 22.  THE PROPERTY IS OWNED BY MR. EUGENE KRUG.
 KX0594'
 KX0594'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 22 AND STATE
 KX0594'HIGHWAY 53 IN CRESSON, GO WEST ON U.S. HIGHWAY 22 FOR 1.85
 KX0594'MILES TO THE AZIMUTH MARK ON THE LEFT, ABOUT 30 FEET ABOVE THE LEVEL
 KX0594'OF THE HIGHWAY, CONTINUE WEST ON U.S. HIGHWAY 22 FOR 0.25 MILE
 KX0594'TO THE 84 LUMBER COMPANY ON THE RIGHT, CONTINUE WEST ON U.S. HIGHWAY
 KX0594'22 FOR 0.3 MILE TO A DRIVEWAY ON THE LEFT, TURN LEFT AND GO
 KX0594'SOUTH ON THE DRIVEWAY FOR ABOUT 50 FEET, TURN LEFT ALONG THE NORTH
 KX0594'EDGE OF THE SAWMILL AND GO EAST FOR 0.05 MILE TO THE STATION.
 KX0594'
 KX0594'THE STATION MARK IS 54 FEET WEST OF THE SOUTHWEST CORNER OF HOUSE AND
 KX0594'4 FEET SOUTH OF POWERLINE POLE NO. 175W.  THE MARK IS A
 KX0594'STANDARD TRAVERSE DISK SET IN THE TOP OF A ROUND CONCRETE POST SET
 KX0594'FLUSH WITH THE GROUND AND IS STAMPED KRUG 1967.
 KX0594'
 KX0594'REFERENCE MARK NO. 1 IS 27 FEET EAST OF A BOARD FENCE AND 2 FEET WEST
 KX0594'OF POWERLINE POLE NO. 4 76 10.  THE MARK IS A STANDARD DISK SET
 KX0594'IN THE TOP OF A ROUND CONCRETE POST SET FLUSH WITH THE GROUND AND IS
 KX0594'STAMPED KRUG NO 1 1967.
 KX0594'
 KX0594'REFERENCE MARK NO. 2 IS 28 FEET NORTHWEST OF POWERLINE POLE NO. 175W
 KX0594'AND 1 FOOT EAST OF A BOARD FENCE.  THE MARK IS A STANDARD DISK SET
 KX0594'IN THE TOP OF A ROUND CONCRETE POST SET FLUSH WITH THE GROUND AND IS
 KX0594'STAMPED KRUG NO 2 1967.
 KX0594'
 KX0594'THE AZIMUTH MARK IS 42 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY
 KX0594'22 AND 2.6 FEET WEST OF A METAL WITNESS POST.  THE MARK IS A
 KX0594'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST SET FLUSH WITH
 KX0594'THE GROUND AND IS STAMPED KRUG 1967.
 KX0594'
 KX0594'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KX0594
 KX0594                          STATION RECOVERY (1967)
 KX0594
 KX0594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KX0594'2.4 MI W FROM CRESSON.
 KX0594'ABOUT 2.4 MILES WEST ALONG U.S. HIGHWAY 22 FROM THE PENNSYLVANIA
 KX0594'RAILROAD OVERPASS IN CRESSON, THE STATION IS ON THE PROPERTY OF
 KX0594'MR. EUGENE KRUG, 100 FEET SOUTH OF THE HIGHWAY, 100 FEET EAST OF
 KX0594'A SAWMILL, 82.49 FEET SOUTH OF RM 1, 54 WEST OF THE SOUTHWEST
 KX0594'CORNER OF A HOUSE, 13 FEET NORTH OF THE APPROXIMATE CENTER OF A
 KX0594'DRIVEWAY, 4 FEET SOUTH OF POWER LINE POLE NO. 175W, SET IN THE
 KX0594'TOP OF A CONCRETE POST FLUSH AND IS ABOUT 30 FEET ABOVE THE
 KX0594'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0593 ***********************************************************************
 KX0593  DESIGNATION -  KRUG AZ MK
 KX0593  PID         -  KX0593
 KX0593  STATE/COUNTY-  PA/CAMBRIA
 KX0593  USGS QUAD   -  EBENSBURG (1994)
 KX0593
 KX0593                         *CURRENT SURVEY CONTROL
 KX0593  ___________________________________________________________________
 KX0593* NAD 83(1986)-  40 27 48.     (N)    078 37 37.     (W)     SCALED    
 KX0593* NAVD 88     -       628.264  (meters)    2061.23   (feet)  ADJUSTED  
 KX0593  ___________________________________________________________________
 KX0593  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KX0593  DYNAMIC HT  -         627.908 (meters)    2060.06  (feet)  COMP
 KX0593  MODELED GRAV-     980,038.8   (mgal)                       NAVD 88
 KX0593
 KX0593  VERT ORDER  -  SECOND    CLASS 0
 KX0593
 KX0593.The horizontal coordinates were scaled from a topographic map and have
 KX0593.an estimated accuracy of +/- 6 seconds.
 KX0593
 KX0593.The orthometric height was determined by differential leveling
 KX0593.and adjusted by the National Geodetic Survey in June 1991..
 KX0593
 KX0593.The geoid height was determined by GEOID03.
 KX0593
 KX0593.The dynamic height is computed by dividing the NAVD 88
 KX0593.geopotential number by the normal gravity value computed on the
 KX0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0593.degrees latitude (g = 980.6199 gals.).
 KX0593
 KX0593.The modeled gravity was interpolated from observed gravity values.
 KX0593
 KX0593;                    North         East    Units  Estimated Accuracy
 KX0593;SPC PA S     -   125,840.      525,630.      MT  (+/- 180 meters Scaled)
 KX0593
 KX0593                          SUPERSEDED SURVEY CONTROL
 KX0593
 KX0593  NGVD 29 (??/??/92)  628.396  (m)         2061.66   (f) ADJ UNCH    2 0
 KX0593
 KX0593.Superseded values are not recommended for survey control.
 KX0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0593.See file dsdata.txt to determine how the superseded data were derived.
 KX0593
 KX0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE011818(NAD 83)
 KX0593_MARKER: DZ = AZIMUTH MARK DISK
 KX0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0593_STAMPING: KRUG 1967
 KX0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0593+STABILITY: SURFACE MOTION
 KX0593
 KX0593  HISTORY     - Date     Condition        Report By
 KX0593  HISTORY     - 1967     MONUMENTED       CGS
 KX0593
 KX0593                          STATION DESCRIPTION
 KX0593
 KX0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0593'1.9 MI W FROM CRESSON.
 KX0593'ABOUT 1.9 MILES WEST ALONG U.S. HIGHWAY 22 FROM THE PENNSYLVANIA
 KX0593'RAILROAD BRIDGE IN CRESSON, 42 FEET SOUTHWEST OF THE CENTERLINE
 KX0593'OF HIGHWAY, 2.6 FEET WEST OF A METAL WITNESS SIGN, SET IN THE
 KX0593'TOP OF A CONCRETE POST, FLUSH, AND IS ABOUT 15 FEET ABOVE THE
 KX0593'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0596 ***********************************************************************
 KX0596  DESIGNATION -  KRUG RM 1
 KX0596  PID         -  KX0596
 KX0596  STATE/COUNTY-  PA/CAMBRIA
 KX0596  USGS QUAD   -  EBENSBURG (1994)
 KX0596
 KX0596                         *CURRENT SURVEY CONTROL
 KX0596  ___________________________________________________________________
 KX0596* NAD 83(1986)-  40 27 56.     (N)    078 38 07.     (W)     SCALED    
 KX0596* NAVD 88     -       629.493  (meters)    2065.26   (feet)  ADJUSTED  
 KX0596  ___________________________________________________________________
 KX0596  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KX0596  DYNAMIC HT  -         629.138 (meters)    2064.10  (feet)  COMP
 KX0596  MODELED GRAV-     980,040.2   (mgal)                       NAVD 88
 KX0596
 KX0596  VERT ORDER  -  SECOND    CLASS 0
 KX0596
 KX0596.The horizontal coordinates were scaled from a topographic map and have
 KX0596.an estimated accuracy of +/- 6 seconds.
 KX0596
 KX0596.The orthometric height was determined by differential leveling
 KX0596.and adjusted by the National Geodetic Survey in June 1991..
 KX0596
 KX0596.The geoid height was determined by GEOID03.
 KX0596
 KX0596.The dynamic height is computed by dividing the NAVD 88
 KX0596.geopotential number by the normal gravity value computed on the
 KX0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0596.degrees latitude (g = 980.6199 gals.).
 KX0596
 KX0596.The modeled gravity was interpolated from observed gravity values.
 KX0596
 KX0596;                    North         East    Units  Estimated Accuracy
 KX0596;SPC PA S     -   126,090.      524,920.      MT  (+/- 180 meters Scaled)
 KX0596
 KX0596                          SUPERSEDED SURVEY CONTROL
 KX0596
 KX0596  NGVD 29 (??/??/92)  629.627  (m)         2065.70   (f) ADJ UNCH    2 0
 KX0596
 KX0596.Superseded values are not recommended for survey control.
 KX0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0596.See file dsdata.txt to determine how the superseded data were derived.
 KX0596
 KX0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE004821(NAD 83)
 KX0596_MARKER: DR = REFERENCE MARK DISK
 KX0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0596_STAMPING: KRUG NO 1 1967
 KX0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0596+STABILITY: SURFACE MOTION
 KX0596
 KX0596  HISTORY     - Date     Condition        Report By
 KX0596  HISTORY     - 1967     MONUMENTED       CGS
 KX0596
 KX0596                          STATION DESCRIPTION
 KX0596
 KX0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0596'2.4 MI W FROM CRESSON.
 KX0596'AT THE KRUG STATION SITE-- 82.49 FEET NORTH OF THE STATION,
 KX0596'27 FEET EAST OF A BOARD FENCE, 2 FEET WEST OF POWERLINE POLE
 KX0596'NO. 4 76 10, SET IN THE TOP OF A CONCRETE POST, FLUSH, AND IS
 KX0596'ABOUT LEVEL WITH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0595 ***********************************************************************
 KX0595  DESIGNATION -  KRUG RM 2
 KX0595  PID         -  KX0595
 KX0595  STATE/COUNTY-  PA/CAMBRIA
 KX0595  USGS QUAD   -  EBENSBURG (1994)
 KX0595
 KX0595                         *CURRENT SURVEY CONTROL
 KX0595  ___________________________________________________________________
 KX0595* NAD 83(1986)-  40 27 56.     (N)    078 38 07.     (W)     SCALED    
 KX0595* NAVD 88     -       629.055  (meters)    2063.82   (feet)  ADJUSTED  
 KX0595  ___________________________________________________________________
 KX0595  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KX0595  DYNAMIC HT  -         628.701 (meters)    2062.66  (feet)  COMP
 KX0595  MODELED GRAV-     980,040.2   (mgal)                       NAVD 88
 KX0595
 KX0595  VERT ORDER  -  SECOND    CLASS 0
 KX0595
 KX0595.The horizontal coordinates were scaled from a topographic map and have
 KX0595.an estimated accuracy of +/- 6 seconds.
 KX0595
 KX0595.The orthometric height was determined by differential leveling
 KX0595.and adjusted by the National Geodetic Survey in June 1991..
 KX0595
 KX0595.The geoid height was determined by GEOID03.
 KX0595
 KX0595.The dynamic height is computed by dividing the NAVD 88
 KX0595.geopotential number by the normal gravity value computed on the
 KX0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0595.degrees latitude (g = 980.6199 gals.).
 KX0595
 KX0595.The modeled gravity was interpolated from observed gravity values.
 KX0595
 KX0595;                    North         East    Units  Estimated Accuracy
 KX0595;SPC PA S     -   126,090.      524,920.      MT  (+/- 180 meters Scaled)
 KX0595
 KX0595                          SUPERSEDED SURVEY CONTROL
 KX0595
 KX0595  NGVD 29 (??/??/92)  629.189  (m)         2064.26   (f) ADJ UNCH    2 0
 KX0595
 KX0595.Superseded values are not recommended for survey control.
 KX0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0595.See file dsdata.txt to determine how the superseded data were derived.
 KX0595
 KX0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE004821(NAD 83)
 KX0595_MARKER: DR = REFERENCE MARK DISK
 KX0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0595_STAMPING: KRUG RM 2 1967
 KX0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0595+STABILITY: SURFACE MOTION
 KX0595
 KX0595  HISTORY     - Date     Condition        Report By
 KX0595  HISTORY     - 1967     MONUMENTED       CGS
 KX0595
 KX0595                          STATION DESCRIPTION
 KX0595
 KX0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0595'2.4 MI W FROM CRESSON.
 KX0595'AT THE KRUG STATION SITE-- 31.65 FEET NORTHWEST OF THE STATION,
 KX0595'28 FEET NORTHWEST OF POWERLINE POLE NO. 175W, 1 FOOT EAST OF A
 KX0595'FENCE, SET IN THE TOP OF A CONCRETE POST FLUSH AND IS ABOUT
 KX0595'LEVEL WITH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2585 ***********************************************************************
 KV2585  CBN         -  This is a Cooperative Base Network Control Station.
 KV2585  DESIGNATION -  KRUMS
 KV2585  PID         -  KV2585
 KV2585  STATE/COUNTY-  PA/BERKS
 KV2585  USGS QUAD   -  KUTZTOWN (1974)
 KV2585
 KV2585                         *CURRENT SURVEY CONTROL
 KV2585  ___________________________________________________________________
 KV2585* NAD 83(1992)-  40 34 39.71576(N)    075 47 51.61680(W)     ADJUSTED  
 KV2585* NAVD 88     -       235.378  (meters)     772.24   (feet)  ADJUSTED  
 KV2585  ___________________________________________________________________
 KV2585  X           -   1,190,270.423 (meters)                     COMP
 KV2585  Y           -  -4,703,099.129 (meters)                     COMP
 KV2585  Z           -   4,127,047.569 (meters)                     COMP
 KV2585  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 KV2585  ELLIP HEIGHT-         200.85  (meters)          (03/28/01) GPS OBS
 KV2585  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 KV2585  DYNAMIC HT  -         235.258 (meters)     771.84  (feet)  COMP
 KV2585  MODELED GRAV-     980,107.3   (mgal)                       NAVD 88
 KV2585
 KV2585  HORZ ORDER  -  A
 KV2585  VERT ORDER  -  SECOND    CLASS 0
 KV2585  ELLP ORDER  -  THIRD     CLASS II
 KV2585
 KV2585.The horizontal coordinates were established by GPS observations
 KV2585.and adjusted by the National Geodetic Survey in March 2001..
 KV2585
 KV2585.The orthometric height was determined by differential leveling
 KV2585.and adjusted by the National Geodetic Survey in June 1991..
 KV2585
 KV2585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV2585
 KV2585.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV2585
 KV2585.The ellipsoidal height was determined by GPS observations
 KV2585.and is referenced to NAD 83.
 KV2585
 KV2585.The geoid height was determined by GEOID03.
 KV2585
 KV2585.The dynamic height is computed by dividing the NAVD 88
 KV2585.geopotential number by the normal gravity value computed on the
 KV2585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2585.degrees latitude (g = 980.6199 gals.).
 KV2585
 KV2585.The modeled gravity was interpolated from observed gravity values.
 KV2585
 KV2585;                    North         East     Units Scale Factor Converg.
 KV2585;SPC PA S     -   139,995.893   765,283.693   MT  0.99996195   +1 15 60.0
 KV2585;SPC PA S     -   459,303.19  2,510,768.25   sFT  0.99996195   +1 15 60.0
 KV2585;UTM  18      - 4,492,185.051   432,487.934   MT  0.99965610   -0 31 08.0
 KV2585
 KV2585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV2585!SPC PA S     -   0.99996849  x   0.99996195  =   0.99993045
 KV2585!UTM  18      -   0.99996849  x   0.99965610  =   0.99962460
 KV2585
 KV2585|---------------------------------------------------------------------|
 KV2585| PID    Reference Object                     Distance      Geod. Az  |
 KV2585|                                                           dddmmss.s |
 KV2585| KV2584 B 179                               126.726 METERS 00941     |
 KV2585| KV2591 SCHUCKER                            APPROX. 1.9 KM 0951830.5 |
 KV2585| KV2586 KRUMS RM 1                           27.108 METERS 20623     |
 KV2585| KV2587 KRUMS RM 2                           40.941 METERS 23609     |
 KV2585|---------------------------------------------------------------------|
 KV2585
 KV2585                          SUPERSEDED SURVEY CONTROL
 KV2585
 KV2585  ELLIP H (01/27/92)  201.35   (m)                       GP(       ) 4 1
 KV2585  NAD 83(1986)-  40 34 39.70716(N)    075 47 51.61668(W) AD(       ) 2
 KV2585  NAD 27      -  40 34 39.36170(N)    075 47 52.89280(W) AD(       ) 2
 KV2585  NAVD 88 (03/28/01)  235.38   (m)          772.2    (f) LEVELING    3  
 KV2585  NGVD 29 (??/??/??)  235.567  (m)          772.86   (f) ADJUSTED    2 0
 KV2585
 KV2585.Superseded values are not recommended for survey control.
 KV2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2585.See file dsdata.txt to determine how the superseded data were derived.
 KV2585
 KV2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK3248892185(NAD 83)
 KV2585_MARKER: DS = TRIANGULATION STATION DISK
 KV2585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2585_SP_SET: CONCRETE POST
 KV2585_STAMPING: KRUMS 1960
 KV2585_MARK LOGO: CGS   
 KV2585_PROJECTION: FLUSH
 KV2585_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV2585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2585+STABILITY: SURFACE MOTION
 KV2585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2585+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2006
 KV2585
 KV2585  HISTORY     - Date     Condition        Report By
 KV2585  HISTORY     - 1960     MONUMENTED       CGS
 KV2585  HISTORY     - 1960     GOOD             CGS
 KV2585  HISTORY     - 1974     GOOD             NGS
 KV2585  HISTORY     - 1974     GOOD             NGS
 KV2585  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KV2585  HISTORY     - 19881017 GOOD             NGS
 KV2585  HISTORY     - 20000101 GOOD             PADT
 KV2585  HISTORY     - 20000410 GOOD             PADT
 KV2585  HISTORY     - 20000421 GOOD             PADT
 KV2585  HISTORY     - 20030718 GOOD             PADT
 KV2585  HISTORY     - 20060729 GOOD             GEOCAC
 KV2585
 KV2585                          STATION DESCRIPTION
 KV2585
 KV2585'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 KV2585'STATION IS LOCATED AT THE KRUMSVILLE AND KUTZTOWN INTERCHANGE OF U.S.
 KV2585'HIGHWAY 22 ABOUT 0.16 MILE SOUTH OF KRUMSVILLE, 6.0 MILES NORTH OF
 KV2585'KUTZTOWN AND ON STATE HIGHWAY RIGHT-OF-WAY.
 KV2585'
 KV2585'STATION, STAMPED KRUMS 1960, IS A STANDARD USC AND GS BRONZE DISK SET
 KV2585'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 KV2585'THE GROUND.  IT IS 94.0 FEET SOUTH SOUTHEAST OF THE SOUTHEAST CORNER
 KV2585'OF A RED, BRICK BUILDING, 90.5 FEET NORTHEAST OF THE NORTHEAST END
 KV2585'OF OVERPASS AND 29.6 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY.
 KV2585'
 KV2585'R.M. NO 1, STAMPED KRUMS NO 1 1960, IS A STANDARD USC AND GS BRONZE
 KV2585'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE NORTHEAST END OF
 KV2585'THE OVERPASS ABUTMENT.  IT IS 37.6 FEET EAST OF THE CENTERLINE OF
 KV2585'HIGHWAY, 16.9 FEET SOUTH OF THE SOUTH END OF HIGHWAY GUARD
 KV2585'FENCE 2.9 FEET EAST OF THE NORTHEAST CORNER OF BRIDGE ABUTMENT AND
 KV2585'ABOUT 2.0 FEET ABOVE STATION ELEVATION.
 KV2585'
 KV2585'R.M. NO 2, STAMPED KRUMS NO 2 1960, IS A STANDARD USC AND GS BRONZE
 KV2585'DISK CEMENTED IN THE NORTHWEST END OF OVERPASS ABUTMENT.  IT IS
 KV2585'48.7 FEET SOUTHWEST OF THE NORTH END OF GUARD RAIL, 21.3 FEET WEST OF
 KV2585'THE CENTERLINE OF HIGHWAY, 1.1 FEET WEST OF THE NORTHWEST END OF
 KV2585'BRIDGE ABUTMENT AND ABOUT 2.0 FEET ABOVE STATION ELEVATION.
 KV2585'
 KV2585'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
 KV2585
 KV2585                          STATION RECOVERY (1960)
 KV2585
 KV2585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KV2585'AT KRUMSVILLE.
 KV2585'AT KRUMSVILLE, AT THE KRUMSVILLE INTERCHANGE, IN A SMALL GRASS
 KV2585'PLOT, 94 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A RED BRICK
 KV2585'BUILDING, 90.5 FEET NORTHEAST OF THE NORTHEAST END OF THE OVERPASS
 KV2585'OVER U.S. HIGHWAY 22, 30 FEET EAST OF THE CENTER LINE OF A
 KV2585'NORTH-SOUTH ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 KV2585'THE GROUND AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 KV2585
 KV2585                          STATION RECOVERY (1974)
 KV2585
 KV2585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KV2585'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 KV2585'AS DESCRIBED IN THE 1960 DESCRIPTION.  A NEW WITNESS POST WAS
 KV2585'SET 1.5 FEET EAST OF THE STATION.
 KV2585'
 KV2585'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1/4 MILE SOUTH OF
 KV2585'KRUMSVILLE
 KV2585
 KV2585                          STATION RECOVERY (1974)
 KV2585
 KV2585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV2585'RECOVERED IN GOOD CONDITION.
 KV2585
 KV2585                          STATION RECOVERY (1987)
 KV2585
 KV2585'RECOVERY NOTE BY US POWER SQUADRON 1987 (MWD)
 KV2585'MARK NOT FOUND.
 KV2585
 KV2585                          STATION RECOVERY (1988)
 KV2585
 KV2585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KV2585'THE STATION WAS RECOVERED IN GOOD CONDITION, A COMPLETE DESCRIPTION
 KV2585'FOLLOWS.
 KV2585'THE STATION IS LOCATED ABOUT 29 KM (18.00 MI) WEST-SOUTHWEST OF
 KV2585'ALLENTOWN, AT KRUMSVILLE, IN THE NORTHEAST ANGLE OF THE JUNCTION OF
 KV2585'INTERSTATE HIGHWAY 78, U.S. HIGHWAY 22 AND STATE HIGHWAY 737, EXIT 12,
 KV2585'IN A SMALL GRASS TRAFFIC ISLAND.
 KV2585'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 KV2585'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A ROUND CONCRETE
 KV2585'MONUMENT 40 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED 27.3 M
 KV2585'(89.6 FT) NORTH OF THE NORTHEAST CORNER OF THE NORTHEAST BRIDGE
 KV2585'ABUTMENT, 9.1 M (29.9 FT) EAST-SOUTHEAST OF THE HIGHWAY CENTER, 6.7 M
 KV2585'(22.0 FT) NORTHEAST OF THE SOUTHWEST CORNER OF THE ISLAND, 12.7 M
 KV2585'(41.7 FT) WEST-NORTHWEST OF THE SOUTHEAST CORNER OF THE ISLAND, AND
 KV2585'3.9 M (12.8 FT) NORTH OF THE SOUTH CURB OF THE ISLAND.
 KV2585'DESCRIBED BY G.R. HEID, TYPED BY R.L. ZURFLUH.
 KV2585
 KV2585                          STATION RECOVERY (2000)
 KV2585
 KV2585'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 KV2585'RECOVERED AS DESCRIBED.
 KV2585
 KV2585                          STATION RECOVERY (2000)
 KV2585
 KV2585'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (SQ)
 KV2585'RECOVERED IN GOOD CONDITION.
 KV2585
 KV2585                          STATION RECOVERY (2000)
 KV2585
 KV2585'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (DS)
 KV2585'US HIGHWAY 22 IS NOW INTERSTATE 78.
 KV2585' 
 KV2585'
 KV2585
 KV2585                          STATION RECOVERY (2003)
 KV2585
 KV2585'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 KV2585'RECOVERED IN GOOD CONDITION.
 KV2585
 KV2585                          STATION RECOVERY (2006)
 KV2585
 KV2585'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KV2585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2586 ***********************************************************************
 KV2586  DESIGNATION -  KRUMS RM 1
 KV2586  PID         -  KV2586
 KV2586  STATE/COUNTY-  PA/BERKS
 KV2586  USGS QUAD   -  KUTZTOWN (1974)
 KV2586
 KV2586                         *CURRENT SURVEY CONTROL
 KV2586  ___________________________________________________________________
 KV2586* NAD 83(1986)-  40 34 39.     (N)    075 47 51.     (W)     SCALED    
 KV2586* NAVD 88     -       236.131  (meters)     774.71   (feet)  ADJUSTED  
 KV2586  ___________________________________________________________________
 KV2586  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 KV2586  DYNAMIC HT  -         236.010 (meters)     774.31  (feet)  COMP
 KV2586  MODELED GRAV-     980,107.3   (mgal)                       NAVD 88
 KV2586
 KV2586  VERT ORDER  -  SECOND    CLASS 0
 KV2586
 KV2586.The horizontal coordinates were scaled from a topographic map and have
 KV2586.an estimated accuracy of +/- 6 seconds.
 KV2586
 KV2586.The orthometric height was determined by differential leveling
 KV2586.and adjusted by the National Geodetic Survey in June 1991..
 KV2586
 KV2586.The geoid height was determined by GEOID03.
 KV2586
 KV2586.The dynamic height is computed by dividing the NAVD 88
 KV2586.geopotential number by the normal gravity value computed on the
 KV2586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2586.degrees latitude (g = 980.6199 gals.).
 KV2586
 KV2586.The modeled gravity was interpolated from observed gravity values.
 KV2586
 KV2586;                    North         East    Units  Estimated Accuracy
 KV2586;SPC PA S     -   139,970.      765,300.      MT  (+/- 180 meters Scaled)
 KV2586
 KV2586                          SUPERSEDED SURVEY CONTROL
 KV2586
 KV2586  NGVD 29 (??/??/??)  236.320  (m)          775.33   (f) ADJUSTED    2 0
 KV2586
 KV2586.Superseded values are not recommended for survey control.
 KV2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2586.See file dsdata.txt to determine how the superseded data were derived.
 KV2586
 KV2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK325921(NAD 83)
 KV2586_MARKER: DR = REFERENCE MARK DISK
 KV2586_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2586_SP_SET: ABUTMENT
 KV2586_STAMPING: KRUMS NO 1 1960
 KV2586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2586+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 KV2586
 KV2586  HISTORY     - Date     Condition        Report By
 KV2586  HISTORY     - 1960     MONUMENTED       CGS
 KV2586  HISTORY     - 1974     GOOD             NGS
 KV2586  HISTORY     - 20060311 GOOD             USPSQD
 KV2586
 KV2586                          STATION DESCRIPTION
 KV2586
 KV2586'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2586'AT KRUMSVILLE.
 KV2586'AT KRUMSVILLE, AT THE KRUMSVILLE INTERCHANGE, SET ON TOP OF
 KV2586'THE WEST END OF THE NORTH BRIDGE ABUTMENT OF THE NORTH-SOUTH
 KV2586'ROAD OVER U.S. HIGHWAY 22, 88.9 FEET SOUTH OF THE STATION, 37 1/5
 KV2586'FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 2.9 FEET
 KV2586'EAST OF THE NORTHEAST CORNER OF THE BRIDGE RAILING AND ABOUT
 KV2586'1 FOOT ABOVE THE BRIDGE FLOOR.
 KV2586
 KV2586                          STATION RECOVERY (1974)
 KV2586
 KV2586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV2586'RECOVERED IN GOOD CONDITION.
 KV2586
 KV2586                          STATION RECOVERY (2006)
 KV2586
 KV2586'RECOVERY NOTE BY US POWER SQUADRON 2006 (MAM)
 KV2586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2587 ***********************************************************************
 KV2587  DESIGNATION -  KRUMS RM 2
 KV2587  PID         -  KV2587
 KV2587  STATE/COUNTY-  PA/BERKS
 KV2587  USGS QUAD   -  KUTZTOWN (1974)
 KV2587
 KV2587                         *CURRENT SURVEY CONTROL
 KV2587  ___________________________________________________________________
 KV2587* NAD 83(1986)-  40 34 39.     (N)    075 47 51.     (W)     SCALED    
 KV2587* NAVD 88     -       235.369  (meters)     772.21   (feet)  ADJUSTED  
 KV2587  ___________________________________________________________________
 KV2587  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 KV2587  DYNAMIC HT  -         235.249 (meters)     771.81  (feet)  COMP
 KV2587  MODELED GRAV-     980,107.3   (mgal)                       NAVD 88
 KV2587
 KV2587  VERT ORDER  -  SECOND    CLASS 0
 KV2587
 KV2587.The horizontal coordinates were scaled from a topographic map and have
 KV2587.an estimated accuracy of +/- 6 seconds.
 KV2587
 KV2587.The orthometric height was determined by differential leveling
 KV2587.and adjusted by the National Geodetic Survey in June 1991..
 KV2587
 KV2587.The geoid height was determined by GEOID03.
 KV2587
 KV2587.The dynamic height is computed by dividing the NAVD 88
 KV2587.geopotential number by the normal gravity value computed on the
 KV2587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2587.degrees latitude (g = 980.6199 gals.).
 KV2587
 KV2587.The modeled gravity was interpolated from observed gravity values.
 KV2587
 KV2587;                    North         East    Units  Estimated Accuracy
 KV2587;SPC PA S     -   139,970.      765,300.      MT  (+/- 180 meters Scaled)
 KV2587
 KV2587                          SUPERSEDED SURVEY CONTROL
 KV2587
 KV2587  NGVD 29 (??/??/??)  235.558  (m)          772.83   (f) ADJUSTED    2 0
 KV2587
 KV2587.Superseded values are not recommended for survey control.
 KV2587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2587.See file dsdata.txt to determine how the superseded data were derived.
 KV2587
 KV2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK325921(NAD 83)
 KV2587_MARKER: DR = REFERENCE MARK DISK
 KV2587_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2587_SP_SET: ABUTMENT
 KV2587_STAMPING: KRUMS NO 2 1960
 KV2587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2587+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2006
 KV2587
 KV2587  HISTORY     - Date     Condition        Report By
 KV2587  HISTORY     - 1960     MONUMENTED       CGS
 KV2587  HISTORY     - 1974     GOOD             NGS
 KV2587  HISTORY     - 1987     GOOD             USPSQD
 KV2587  HISTORY     - 20060311 GOOD             USPSQD
 KV2587
 KV2587                          STATION DESCRIPTION
 KV2587
 KV2587'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2587'AT KRUMSVILLE.
 KV2587'AT KRUMSVILLE, AT THE KRUMSVILL INTERCHANGE, SET ON TOP OF THE
 KV2587'WEST END OF THE NORTH CONCRETE BRIDGE ABUTMENT OF A NORTH-SOUTH
 KV2587'ROAD OVER U.S. HIGHWAY 22, 134.3 FEET SOUTHWEST AND ACROSS THE
 KV2587'NORTH-SOUTH ROAD FROM THE STATION, 21 FEET WEST OF THE CENTER
 KV2587'LINE OF ASPHALT ROAD, 1.1 FEET WEST OF THE NORTH END OF THE WEST
 KV2587'BRIDGE RAILING AND ABOUT LEVEL WITH THE ROAD.
 KV2587
 KV2587                          STATION RECOVERY (1974)
 KV2587
 KV2587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KV2587'RECOVERED IN GOOD CONDITION.
 KV2587
 KV2587                          STATION RECOVERY (1987)
 KV2587
 KV2587'RECOVERY NOTE BY US POWER SQUADRON 1987 (MWD)
 KV2587'RECOVERED IN GOOD CONDITION.
 KV2587
 KV2587                          STATION RECOVERY (2006)
 KV2587
 KV2587'RECOVERY NOTE BY US POWER SQUADRON 2006 (MAM)
 KV2587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 NC1782 ***********************************************************************
 NC1782  DESIGNATION -  KUHL
 NC1782  PID         -  NC1782
 NC1782  STATE/COUNTY-  PA/ERIE
 NC1782  USGS QUAD   -  HAMMETT (1970)
 NC1782
 NC1782                         *CURRENT SURVEY CONTROL
 NC1782  ___________________________________________________________________
 NC1782* NAD 83(1992)-  42 05 19.07659(N)    079 57 50.41793(W)     ADJUSTED  
 NC1782* NAVD 88     -       415.     (meters)    1362.     (feet)  SCALED    
 NC1782  ___________________________________________________________________
 NC1782  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 NC1782  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 NC1782
 NC1782  HORZ ORDER  -  FIRST
 NC1782
 NC1782.The horizontal coordinates were established by classical geodetic methods
 NC1782.and adjusted by the National Geodetic Survey in June 2002..
 NC1782
 NC1782.The orthometric height was scaled from a topographic map.
 NC1782
 NC1782.The Laplace correction was computed from DEFLEC99 derived deflections.
 NC1782
 NC1782.The geoid height was determined by GEOID03.
 NC1782
 NC1782;                    North         East     Units Scale Factor Converg.
 NC1782;SPC PA N     -   215,791.217   416,838.058   MT  1.00002544   -1 27 52.7
 NC1782;SPC PA N     -   707,975.02  1,367,576.20   sFT  1.00002544   -1 27 52.7
 NC1782;UTM  17      - 4,660,136.290   585,679.961   MT  0.99969033   +0 41 40.0
 NC1782
 NC1782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1782!SPC PA N     -   0.99994036  x   1.00002544  =   0.99996580
 NC1782!UTM  17      -   0.99994036  x   0.99969033  =   0.99963071
 NC1782
 NC1782:                Primary Azimuth Mark                     Grid Az
 NC1782:SPC PA N     -  KUHL AZ MK                               193 03 38.7
 NC1782:UTM  17      -  KUHL AZ MK                               190 54 06.0
 NC1782
 NC1782|---------------------------------------------------------------------|
 NC1782| PID    Reference Object                     Distance      Geod. Az  |
 NC1782|                                                           dddmmss.s |
 NC1782| DA1710 KUHL AZ MK                                         1913546.0 |
 NC1782| ND0223 ERIE ST JOSEPHS CATH CH SPIRE       APPROX. 9.8 KM 2852807.8 |
 NC1782| DA1711 KUHL RM 1                            29.862 METERS 28546     |
 NC1782| ND0220 ERIE ELECTRIC CO STACK              APPROX.12.8 KM 2863259.6 |
 NC1782| ND0221 ERIE CATH PREP SCHOOL SPIRE         APPROX.10.9 KM 2912232.5 |
 NC1782| ND0179 ERIE GENERAL ELECTRIC CO STACK      APPROX. 8.4 KM 3210514.5 |
 NC1782| DA1712 KUHL RM 2                            24.705 METERS 35620     |
 NC1782|---------------------------------------------------------------------|
 NC1782
 NC1782                          SUPERSEDED SURVEY CONTROL
 NC1782
 NC1782  NAD 83(1996)-  42 05 19.07766(N)    079 57 50.41816(W) AD(       ) 1
 NC1782  NAD 83(1995)-  42 05 19.08001(N)    079 57 50.41399(W) AD(       ) 1
 NC1782  NAD 83(1986)-  42 05 19.08166(N)    079 57 50.41308(W) AD(       ) 1
 NC1782  NAD 27      -  42 05 18.88200(N)    079 57 51.23100(W) AD(       ) 1
 NC1782
 NC1782.Superseded values are not recommended for survey control.
 NC1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1782.See file dsdata.txt to determine how the superseded data were derived.
 NC1782
 NC1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG8568060136(NAD 83)
 NC1782_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NC1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1782
 NC1782  HISTORY     - Date     Condition        Report By
 NC1782  HISTORY     - 1938     MONUMENTED       CGS
 NC1782
 NC1782                          STATION DESCRIPTION
 NC1782
 NC1782'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 NC1782'STATION IS ABOUT 1.7 MILES N OF HAMMETTS CORNERS, ON KUHL PUBLIC
 NC1782'SCHOOL GROUNDS, 112 FEET E OF CENTER LINE OF DIRT ROAD, 61 FEET S OF
 NC1782'SE CORNER OF SCHOOL, 80 FEET E OF A 24-INCH MAPLE TREE, 29.5 FEET N
 NC1782'OF E-W PROPERTY LINE, AND IS FLUSH WITH GROUND.
 NC1782'
 NC1782'SURFACE, REFERENCE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD
 NC1782'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 11A, 7A, AND
 NC1782'11A.
 NC1782'
 NC1782'REFERENCE MARK NO. 1 IS 29.862 METERS (97.975
 NC1782'FEET) NW OF
 NC1782'STATION, 21 FEET NNW OF A 24-INCH MAPLE TREE, 18 FEET E OF CENTER
 NC1782'LINE OF DIRT ROAD, 2 FEET E OF DITCH BANK, JUST S OF A TELEPHONE
 NC1782'POLE, AND PROJECTS 6 INCHES.  REFERENCE MARK NO. 2 IS 24.705 FEET
 NC1782'(81.055 METERS) N OF STATION, 1 FOOT E OF E END OF SCHOOL BUILDING,
 NC1782'8.5 FEET S OF NE CORNER, 20 FEET N OF SE CORNER, AND PROJECTS 6
 NC1782'INCHES.
 NC1782'
 NC1782'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE SSW OF STATION, 25 FEET W OF
 NC1782'CENTER LINE OF DIRT ROAD, 12 FEET S OF A 24-INCH OAK TREE, 6 FEET W
 NC1782'OF DITCH, AND PROJECTS 6 INCHES.
 NC1782'
 NC1782'TO REACH FROM HAMMETT (VILLAGE) ON U.S. 8, GO N ON DIRT ROAD
 NC1782'(WESTVILLE ROAD) JUST S OF BRICK CHURCH AND SCHOOLHOUSE ON N SIDE OF
 NC1782'ROAD 0.8 MILE, TURN L AND CONTINUE NW 0.9 MILE TO SCHOOLHOUSE AND
 NC1782'STATION ON R.
 NC1782'
 NC1782'90-FOOT TOWER AT BARTOSIK IS VISIBLE AT 37 FEET AT THIS STATION.
 NC1782'
 NC1782'90-FOOT TOWER AT LIGHTHOUSE IS VISIBLE AT 64 FEET AT THIS STATION.
 NC1782'
 NC1782'100-FOOT TOWER AT JEFFERSON IS VISIBLE AT 77 FEET AT THIS STATION.
 NC1782'
 NC1782'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV5919 ***********************************************************************
 KV5919  DESIGNATION -  KULPSVILLE
 KV5919  PID         -  KV5919
 KV5919  STATE/COUNTY-  PA/MONTGOMERY
 KV5919  USGS QUAD   -  LANSDALE (1983)
 KV5919
 KV5919                         *CURRENT SURVEY CONTROL
 KV5919  ___________________________________________________________________
 KV5919* NAD 83(1992)-  40 14 47.36360(N)    075 20 33.48614(W)     ADJUSTED  
 KV5919* NAVD 88     -        91.1    (meters)     299.     (feet)  VERTCON   
 KV5919  ___________________________________________________________________
 KV5919  X           -   1,233,589.461 (meters)                     COMP
 KV5919  Y           -  -4,716,459.165 (meters)                     COMP
 KV5919  Z           -   4,098,950.782 (meters)                     COMP
 KV5919  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 KV5919  ELLIP HEIGHT-          57.06  (meters)          (06/21/02) GPS OBS
 KV5919  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 KV5919
 KV5919  HORZ ORDER  -  SECOND
 KV5919  ELLP ORDER  -  FOURTH    CLASS I
 KV5919
 KV5919.The horizontal coordinates were established by GPS observations
 KV5919.and adjusted by the National Geodetic Survey in June 2002..
 KV5919
 KV5919.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV5919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV5919
 KV5919.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV5919
 KV5919.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV5919
 KV5919.The ellipsoidal height was determined by GPS observations
 KV5919.and is referenced to NAD 83.
 KV5919
 KV5919.The geoid height was determined by GEOID03.
 KV5919
 KV5919;                    North         East     Units Scale Factor Converg.
 KV5919;SPC PA S     -   104,183.574   804,800.732   MT  0.99996582   +1 33 42.8
 KV5919;SPC PA S     -   341,808.94  2,640,417.07   sFT  0.99996582   +1 33 42.8
 KV5919;UTM  18      - 4,455,172.066   470,858.181   MT  0.99961045   -0 13 16.9
 KV5919
 KV5919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV5919!SPC PA S     -   0.99999105  x   0.99996582  =   0.99995687
 KV5919!UTM  18      -   0.99999105  x   0.99961045  =   0.99960150
 KV5919
 KV5919:                Primary Azimuth Mark                     Grid Az
 KV5919:SPC PA S     -  KULPSVILLE AZ MK                         009 13 16.5
 KV5919:UTM  18      -  KULPSVILLE AZ MK                         011 00 16.2
 KV5919
 KV5919|---------------------------------------------------------------------|
 KV5919| PID    Reference Object                     Distance      Geod. Az  |
 KV5919|                                                           dddmmss.s |
 KV5919| KV6120 KULPSVILLE AZ MK                    APPROX. 1.0 KM 0104659.3 |
 KV5919| CS3480 KULPSVILLE RM 1                       4.135 METERS 09801     |
 KV5919| CS3481 KULPSVILLE RM 2                       2.307 METERS 21604     |
 KV5919| KV3763 GRATERFORD PENITENTIARY STACK       APPROX. 7.7 KM 2573742.7 |
 KV5919|---------------------------------------------------------------------|
 KV5919
 KV5919                          SUPERSEDED SURVEY CONTROL
 KV5919
 KV5919  NAD 83(1996)-  40 14 47.36226(N)    075 20 33.48596(W) AD(       ) 2
 KV5919  NAD 83(1991)-  40 14 47.35913(N)    075 20 33.48974(W) AD(       ) 2
 KV5919  ELLIP H (01/27/92)   57.27   (m)                       GP(       ) 4 1
 KV5919  NAD 83(1986)-  40 14 47.35925(N)    075 20 33.48942(W) AD(       ) 2
 KV5919  NGVD 29 (07/14/89)   91.3    (m)          300.     (f) GPS OBS        
 KV5919
 KV5919.Superseded values are not recommended for survey control.
 KV5919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV5919.See file dsdata.txt to determine how the superseded data were derived.
 KV5919
 KV5919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7085855172(NAD 83)
 KV5919_MARKER: DH = HORIZONTAL CONTROL DISK
 KV5919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV5919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV5919_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KV5919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV5919+STABILITY: SURFACE MOTION
 KV5919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV5919+SATELLITE: SATELLITE OBSERVATIONS - 1984
 KV5919
 KV5919  HISTORY     - Date     Condition        Report By
 KV5919  HISTORY     - 1984     MONUMENTED       PADT
 KV5919
 KV5919                          STATION DESCRIPTION
 KV5919
 KV5919'DESCRIBED BY PA DEPT OF TRANSP 1984 (RBG)
 KV5919'THE STATION IS LOCATED ABOUT 5.2 KM (3.25 MI)
 KV5919'SOUTHEAST OF HARLEYSVILLE AND 5.0 KM (3.1 MI) WEST OF LANSDALE,
 KV5919'IN KULPSVILLE AT THE ENTRANCE TO THE
 KV5919'PENNSYLVANIA TURNPIKE IN THE EASTERN TRAFFIC ISLAND ON THE
 KV5919'NORTH SIDE OF STATE HIGHWAY 63,
 KV5919'OWNERSHIP--PADT
 KV5919'
 KV5919'TO REACH THE STATION FROM THE TOWAMENGIN TOWNSHIP BUILDING IN
 KV5919'KULPSVILLE, GO NORTHWEST FOR 0.08 KM (0.05 MI) ON SUMNEYTOWN PIKE
 KV5919'TO TRAFFIC LIGHT AND HIGHWAY 63,
 KV5919'CONTINUE STRAIGHT AHEAD AND GO NORTHWEST FOR
 KV5919'0.40 KM (0.25 MI) ON HIGHWAY 63 TO THE TURNPIKE ENTRANCE AND THE
 KV5919'STATION ON THE RIGHT.
 KV5919'
 KV5919'THE STATION IS A STANDARD PADT DISK
 KV5919'STAMPED---KULPSVILLE 1984---,
 KV5919'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV5919'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV5919'8.59 METERS (28.2 FT) SOUTH-SOUTHEAST FROM THE NORTH CORNER OF
 KV5919'TRAFFIC ISLAND,
 KV5919'8.69 METERS (28.5 FT) NORTHWEST FROM THE EAST CORNER OF TRAFFIC
 KV5919'ISLAND, AND
 KV5919'3.84 METERS (12.6 FT) NORTH-NORTHEAST FROM THE WEST CORNER OF
 KV5919'TRAFFIC ISLAND, IN THE TRAFFIC ISLAND.
 KV5919'THE UNDERGROUND MARK IS A STANDARD PADT DISK
 KV5919'STAMPED---KULPSVILLE 1984---,
 KV5919'SET INTO BEDROCK 1.01 METERS BELOW THE SURFACE.
 KV5919'
 KV5919'REFERENCE MARK NO. 1 IS A STANDARD PADT DISK
 KV5919'STAMPED---KULPSVILLE NO.1 1984---,
 KV5919'SET INTO THE TOP OF CONCRETE CURB ON THE EASTERN SIDE OF THE
 KV5919'EASTERN TRAFFIC ISLAND AT THE TURNPIKE ENTRANCE. LOCATED
 KV5919'8.53 METERS (28.0 FT) SOUTHEAST FROM THE NORTH CORNER OF TRAFFIC
 KV5919'ISLAND,
 KV5919'8.84 METERS (29.0 FT) WEST-NORTHWEST FROM THE WEST CORNER OF
 KV5919'TRAFFIC ISLAND, AND
 KV5919'5.97 METERS (19.6 FT) NORTH-NORTHWEST FROM THE EAST CORNER OF
 KV5919'TRAFFIC ISLAND.
 KV5919'MARK IS LEVEL WITH THE STATION.
 KV5919'
 KV5919'REFERENCE MARK NO. 2 IS A STANDARD PADT DISK
 KV5919'STAMPED---KULPSVILLE NO.2 1984---,
 KV5919'SET INTO THE TOP OF CONCRETE CURB ON THE SOUTHERN SIDE OF THE
 KV5919'EASTERN TRAFFIC ISLAND AT THE TURNPIKE ENTRANCE. LOCATED
 KV5919'10.79 METERS (35.4 FT) SOUTH-SOUTHWEST FROM THE NORTH CORNER OF
 KV5919'TRAFFIC ISLAND,
 KV5919'8.05 METERS (26.4 FT) NORTHWEST FROM THE EAST CORNER OF TRAFFIC
 KV5919'ISLAND, AND
 KV5919'3.26 METERS (10.7 FT) SOUTHEAST FROM THE WEST CORNER OF TRAFFIC
 KV5919'ISLAND.
 KV5919'MARK IS LEVEL WITH THE STATION.
 KV5919'
 KV5919'AZIMUTH MARK NO. 1 IS A STANDARD PADT DISK
 KV5919'STAMPED---KULPSVILLE 1984---,
 KV5919'SET INTO THE TOP OF CONCRETE CURB ON THE NORTHERN SIDE OF QUARRY
 KV5919'ROAD AND NEAR THE EAST END OF CURBING. LOCATED
 KV5919'5.15 METERS (16.9 FT) SOUTHEAST FROM A POWER POLE NUMBER 22468,
 KV5919'4.88 METERS (16.0 FT) NORTHEAST FROM THE CENTER OF QUARRY ROAD,
 KV5919'2.13 METERS (7.0 FT) SOUTHWEST FROM A FIRE PLUG, AND
 KV5919'0.30 METERS (1.0 FT) NORTHWEST FROM THE EAST END OF CURB.
 KV5919'TO REACH THE AZIMUTH FROM THE STATION,
 KV5919'GO SOUTHEAST FOR 0.4 KM (0.25 MI) ON HIGHWAY 63 TO TRAFFIC LIGHT,
 KV5919'TURN LEFT AND GO NORTHEAST FOR 0.8 KM (0.5 MI) ON HIGHWAY 63 TO
 KV5919'QUARRY ROAD,
 KV5919'TURN LEFT AND GO NORTHWEST FOR 0.4 KM (0.25 MI) ON QUARRY ROAD TO
 KV5919'THE MARK ON THE RIGHT.
 KV5919'
 KV5919'DESCRIBED BY R. B. GROSSER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6120 ***********************************************************************
 KV6120  DESIGNATION -  KULPSVILLE AZ MK
 KV6120  PID         -  KV6120
 KV6120  STATE/COUNTY-  PA/MONTGOMERY
 KV6120  USGS QUAD   -  TELFORD (1995)
 KV6120
 KV6120                         *CURRENT SURVEY CONTROL
 KV6120  ___________________________________________________________________
 KV6120* NAD 83(1992)-  40 15 18.47558(N)    075 20 25.75229(W)     ADJUSTED  
 KV6120* NAVD 88     -        92.     (meters)     302.     (feet)  VERTCON   
 KV6120  ___________________________________________________________________
 KV6120  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 KV6120  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 KV6120
 KV6120  HORZ ORDER  -  THIRD
 KV6120
 KV6120.The horizontal coordinates were established by classical geodetic methods
 KV6120.and adjusted by the National Geodetic Survey in June 2002..
 KV6120
 KV6120.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6120
 KV6120.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6120
 KV6120.The geoid height was determined by GEOID03.
 KV6120
 KV6120;                    North         East     Units Scale Factor Converg.
 KV6120;SPC PA S     -   105,147.795   804,957.269   MT  0.99996530   +1 33 47.8
 KV6120;SPC PA S     -   344,972.39  2,640,930.64   sFT  0.99996530   +1 33 47.8
 KV6120;UTM  18      - 4,456,130.608   471,044.581   MT  0.99961032   -0 13 12.1
 KV6120
 KV6120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6120!SPC PA S     -   0.99999090  x   0.99996530  =   0.99995620
 KV6120!UTM  18      -   0.99999090  x   0.99961032  =   0.99960123
 KV6120
 KV6120                          SUPERSEDED SURVEY CONTROL
 KV6120
 KV6120  NAD 83(1996)-  40 15 18.47424(N)    075 20 25.75212(W) AD(       ) 3
 KV6120  NAD 83(1986)-  40 15 18.47130(N)    075 20 25.75616(W) AD(       ) 3
 KV6120  NGVD 29 (02/23/90)   92.     (m)          302.     (f) VERT ANG       
 KV6120
 KV6120.Superseded values are not recommended for survey control.
 KV6120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6120.See file dsdata.txt to determine how the superseded data were derived.
 KV6120
 KV6120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7104556131(NAD 83)
 KV6120_MARKER: DZ = AZIMUTH MARK DISK
 KV6120_SETTING: 0 = UNSPECIFIED SETTING
 KV6120_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6120
 KV6120  HISTORY     - Date     Condition        Report By
 KV6120  HISTORY     - 1984     MONUMENTED       PADT
 KV6120
 KV6120                          STATION DESCRIPTION
 KV6120
 KV6120'DESCRIBED BY PA DEPT OF TRANSP 1984 (RBG)
 KV6120'THE STATION IS LOCATED ABOUT 4.7 KM (2.9 MI)
 KV6120'SOUTHEAST OF HARLEYSVILLE AND
 KV6120'
 KV6120'TO REACH THE STATION FROM THE TOWAMENGIN TOWNSHIP BUILDING IN
 KV6120'KULPSVILLE, GO NORTHWEST FOR 0.08 KM (0.05 MI) ON SUMNEYTOWN PIKE
 KV6120'TO TRAFFIC LIGHT AND STATE HIGHWAY 63,
 KV6120'TURN RIGHT AND GO NORTHEAST FOR 0.8 KM (0.5 MI) ON HIGHWAY 63 TO
 KV6120'QUARRY ROAD,
 KV6120'TURN LEFT AND GO NORTHWEST FOR 0.4 KM (0.25 MI) ON QUARRY ROAD TO
 KV6120'THE STATION ON THE RIGHT.
 KV6120'
 KV6120'THE STATION IS A STANDARD PADT DISK
 KV6120'STAMPED---KULPSVILLE 1984---,
 KV6120'SET INTO THE TOP OF CONCRETE CURB ON THE NORTH SIDE OF QUARRY ROAD
 KV6120'AND NEAR THE SOUTHEAST END OF CURBING. LOCATED
 KV6120'5.15 METERS (16.9 FT) SOUTHEAST FROM A POWER POLE NUMBER 22468,
 KV6120'4.88 METERS (16.0 FT) NORTHEAST FROM THE CENTER OF QUARRY ROAD,
 KV6120'2.13 METERS (7.0 FT) SOUTHWEST FROM A FIRE PLUG, AND
 KV6120'0.30 METERS (1.0 FT) NORTHWEST FROM THE SOUTHEAST END OF CURB.
 KV6120'
 KV6120'DESCRIBED BY R. B. GROSSER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3782 ***********************************************************************
 KV3782  DESIGNATION -  KULPSVILLE NICE BALL BEAR TANK
 KV3782  PID         -  KV3782
 KV3782  STATE/COUNTY-  PA/MONTGOMERY
 KV3782  USGS QUAD   -  TELFORD (1995)
 KV3782
 KV3782                         *CURRENT SURVEY CONTROL
 KV3782  ___________________________________________________________________
 KV3782* NAD 83(1992)-  40 15 14.26428(N)    075 20 33.68696(W)     ADJUSTED  
 KV3782* NAVD 88     -                                                        
 KV3782  ___________________________________________________________________
 KV3782  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 KV3782  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 KV3782
 KV3782  HORZ ORDER  -  THIRD
 KV3782
 KV3782.The horizontal coordinates were established by classical geodetic methods
 KV3782.and adjusted by the National Geodetic Survey in June 2002..
 KV3782.No horizontal observational check was made to the station.
 KV3782
 KV3782
 KV3782.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV3782
 KV3782.The geoid height was determined by GEOID03.
 KV3782
 KV3782;                    North         East     Units Scale Factor Converg.
 KV3782;SPC PA S     -   105,012.840   804,773.373   MT  0.99996536   +1 33 42.6
 KV3782;SPC PA S     -   344,529.63  2,640,327.31   sFT  0.99996536   +1 33 42.6
 KV3782;UTM  18      - 4,456,001.487   470,856.642   MT  0.99961045   -0 13 17.2
 KV3782
 KV3782                          SUPERSEDED SURVEY CONTROL
 KV3782
 KV3782  NAD 83(1996)-  40 15 14.26315(N)    075 20 33.68677(W) AD(       ) 4
 KV3782  NAD 83(1986)-  40 15 14.25991(N)    075 20 33.69031(W) AD(       ) 4
 KV3782  NAD 27      -  40 15 13.87881(N)    075 20 35.06856(W) AD(       ) 3
 KV3782
 KV3782.Superseded values are not recommended for survey control.
 KV3782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV3782.See file dsdata.txt to determine how the superseded data were derived.
 KV3782
 KV3782_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK7085756001(NAD 83)
 KV3782_MARKER: 53 = ELEVATED TANK
 KV3782
 KV3782  HISTORY     - Date     Condition        Report By
 KV3782  HISTORY     - 1974     FIRST OBSERVED   PHELCO
 KV3782
 KV3782                          STATION DESCRIPTION
 KV3782
 KV3782'DESCRIBED BY PHILADELPHIA ELECTRIC COMPANY 1974
 KV3782'THE STATION IS LOCATED AT KULPSVILLE, TOWAMENCIN TWP., APPROX. 3
 KV3782'MI. DUE WEST OF LANSDALE AND APPROX. 0.4 MI. N. OF THE KULPSVILLE
 KV3782'INTERCHANGE OF THE PA. TPK., N.E. EXTENSION.  IT IS APPROX. 700 FT.
 KV3782'S.W. OF DETWILER RD. AND APPROX. 2800 FT. N.W. OF PA. RTE. 63.
 KV3782'THE TANK IS BALL-SHAPED, PAINTED WHITE, SUPPORTED BY A SINGLE
 KV3782'LEG, PAINTED BLACK.  NICE BALL BEARINGS IS PAINTED IN LARGE BLACK
 KV3782'LETTERS ON THE N.E. AND S.W. SIDES OF THE TANK.  THE POINT SIGHTED
 KV3782'UPON WAS THE FINIAL ATOP THE TANK.
 KV3782'
 KV3782'TO REACH THE STATION FROM THE ENTRANCE-EXIT RAMPS OF THE KULPSVILLE
 KV3782'INTERCHANGE OF THE PA. TPK. AT RTE. 63, PROCEED S.E. ON RTE. 63
 KV3782'APPROX. 0.21 MI. TO A POINT WHERE RTE. 63 MAKES A RIGHT-ANGLE TURN
 KV3782'LEFT AND LEAVES SUMNEYTOWN PIKE.  TURN LEFT, CONTINUE N.E. ON RTE.
 KV3782'63 APPROX. 0.56 MI. TO DETWILER RD.  TURN LEFT, PROCEED APPROX. 0.53
 KV3782'MI. ON DETWILER RD. TO THE STATION, APPROX. 700 FT. ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1953 ***********************************************************************
 KX1953  DESIGNATION -  KUNKLE
 KX1953  PID         -  KX1953
 KX1953  STATE/COUNTY-  PA/INDIANA
 KX1953  USGS QUAD   -  ERNEST (1973)
 KX1953
 KX1953                         *CURRENT SURVEY CONTROL
 KX1953  ___________________________________________________________________
 KX1953* NAD 83(1992)-  40 42 28.47731(N)    079 12 12.03404(W)     ADJUSTED  
 KX1953* NAVD 88     -       454.1    (meters)    1490.     (feet)  VERTCON   
 KX1953  ___________________________________________________________________
 KX1953  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 KX1953  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 KX1953
 KX1953  HORZ ORDER  -  FIRST
 KX1953
 KX1953.The horizontal coordinates were established by classical geodetic methods
 KX1953.and adjusted by the National Geodetic Survey in June 2002..
 KX1953
 KX1953.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX1953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX1953
 KX1953.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1953
 KX1953.The geoid height was determined by GEOID03.
 KX1953
 KX1953;                    North         East     Units Scale Factor Converg.
 KX1953;SPC PA S     -   153,638.464   477,193.810   MT  0.99996955   -0 56 34.5
 KX1953;SPC PA S     -   504,062.19  1,565,593.36   sFT  0.99996955   -0 56 34.5
 KX1953;UTM  17      - 4,507,885.408   651,770.466   MT  0.99988352   +1 10 19.2
 KX1953
 KX1953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX1953!SPC PA S     -   0.99993394  x   0.99996955  =   0.99990349
 KX1953!UTM  17      -   0.99993394  x   0.99988352  =   0.99981746
 KX1953
 KX1953|---------------------------------------------------------------------|
 KX1953| PID    Reference Object                     Distance      Geod. Az  |
 KX1953|                                                           dddmmss.s |
 KX1953| CX3990 KUNKLE RM 1                          16.888 METERS 13732     |
 KX1953| CX3989 KUNKLE AZ MK                                       1822015.7 |
 KX1953| CX3991 KUNKLE RM 2                          19.673 METERS 34450     |
 KX1953|---------------------------------------------------------------------|
 KX1953
 KX1953                          SUPERSEDED SURVEY CONTROL
 KX1953
 KX1953  NAD 83(1986)-  40 42 28.48117(N)    079 12 12.04075(W) AD(       ) 1
 KX1953  NAD 27      -  40 42 28.24900(N)    079 12 12.90600(W) AD(       ) 1
 KX1953  NGVD 29 (07/19/86)  454.3    (m)         1490.     (f) VERT ANG       
 KX1953
 KX1953.Superseded values are not recommended for survey control.
 KX1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1953.See file dsdata.txt to determine how the superseded data were derived.
 KX1953
 KX1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF5177007885(NAD 83)
 KX1953_MARKER: DD = SURVEY DISK
 KX1953_SETTING: 0 = UNSPECIFIED SETTING
 KX1953
 KX1953  HISTORY     - Date     Condition        Report By
 KX1953  HISTORY     - 1933     MONUMENTED       USGS
 KX1953  HISTORY     - 1958     GOOD             USGS
 KX1953  HISTORY     - 1967     GOOD             CGS
 KX1953
 KX1953                          STATION DESCRIPTION
 KX1953
 KX1953'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (GLA)
 KX1953'THIS STATION IS ABOUT 3 MILES N OF CREEKSIDE AT THE TOP OF A LOCALLY
 KX1953'PROMINENT HILL WHICH IS BARE EXCEPT FOR A SMALL PEACH AND
 KX1953'APPLE ORCHARD AT THE TOP. IT IS IN A PASTURE ON B.B. KUNKLES
 KX1953'PROPERTY.
 KX1953'
 KX1953'THE STATION IS NEAR THE SW CORNER OF AN APPLE ORCHARD, 15 FEET W OF
 KX1953'FENCE ALONG W SIDE OF ORCHARD. THE FENCE IS ON THE PROPERTY
 KX1953'LINE BETWEEN MR. B.B. KUNKLES PROPERTY AND HIS BROTHERS PROPERTY.
 KX1953'THE STATION IS 111 FEET N OF AN E-W FENCE ON W SLOPE OF
 KX1953'HILL, AND ON A LINE ABOUT 12 FEET N OF THE MOST SOUTHERLY ROW OF
 KX1953'APPLE TREES. THE MARK IS A 6- BY 6-INCH LIMESTONE POST WITH A
 KX1953'STANDARD U.S.G.S. DISK IN TOP. THE DISK HAS NEITHER NAME OR NUMBER TO
 KX1953'IDENTIFY IT. THE STONE PROJECTS 4 INCHES ABOVE THE GROUND
 KX1953'AND IS IN GOOD CONDITION.
 KX1953'
 KX1953'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 KX1953'
 KX1953'REFERENCE MARK NO. 1 IS SSE OF THE STATION ON PROPERTY FENCE LINE,
 KX1953'AND 56 FEET N OF E-W FENCE ON W SLOPE OF HILL.  THE MARK
 KX1953'PROJECTS 4 INCHES. REFERENCE MARK NO.2 IS N OF THE STATION, ON
 KX1953'PROPERTY FENCE LINE AT THE HIGHEST POINT ON THE FENCE LINE.
 KX1953'THE MARK PROJECTS 4 INCHES.
 KX1953'
 KX1953'THE AZIMUTH MARK IS ABOUT 0.3 MILE S OF THE STATION IN A PASTURE ON
 KX1953'B.B. KUNKLES PROPERTY. IT IS 15 FEET ENE OF THE CENTER LINE
 KX1953'OF THE ROAD, 1 FOOT E OF FENCE AND 25 FEET S OF CENTER OF GATE WHICH
 KX1953'IS OPPOSITE THE HIGHEST POINT ON THE ROAD. THIS IS THE GATE
 KX1953'MENTIONED BELOW IN THE DIRECTIONS FOR REACHING THE STATION. THE MARK
 KX1953'PROJECTS 5 INCHES.
 KX1953'
 KX1953'TO REACH THE STATION- GO N 2.8 MILES ON U.S. HIGHWAY 119 FROM THE
 KX1953'JUNCTION OF U.S. HIGHWAYS 119 AND 422 IN INDIANA, TO THE
 KX1953'JUNCTION OF U.S. HIGHWAY 119 AND STATE HIGHWAY 110, TURN LEFT ON
 KX1953'STATE HIGHWAY 110 AND PROCEED 4.5 MILES TO A RAILROAD
 KX1953'UNDERPASS IN THE E EDGE OF CREEKSIDE, CONTINUE 0.3 MILE ON STATE
 KX1953'HIGHWAY 110 TO POINT WHERE STATE HIGHWAY 110 TURNS SHARP
 KX1953'RIGHT, CONTINUE AHEAD ON CINDER ROAD 0.2 MILE TO ROAD FORK, TAKE
 KX1953'RIGHT FORK AND PROCEED UP VALLEY 1.3 MILES TO SECOND ROAD
 KX1953'FORK, TURN LEFT PASS B.B. KUNKLES HOUSE ON LEFT, AND PROCEED UPHILL
 KX1953'0.3 MILE TO TOP OF GRADE WHERE ROAD TURNS SHARPLY TO RIGHT,
 KX1953'TURN RIGHT INTO PASTURE THEN PROCEED N ACROSS PASTURES AND
 KX1953'CULTIVATED FIELD ABOUT 0.3 MILE TO THE STATION.
 KX1953'
 KX1953'HEIGHT OF LIGHT ABOVE STATION MARK-18 METERS.
 KX1953
 KX1953                          STATION RECOVERY (1958)
 KX1953
 KX1953'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958 (WER)
 KX1953'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 KX1953'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 KX1953'FOUND IN GOOD CONDITION.
 KX1953'
 KX1953'THE DISTANCES TO REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 KX1953'VERIFIED. THE DIRECTION TO REFERENCE MARK NO.  2 AND THE
 KX1953'AZIMUTH MARK WERE CHECKED BUT THE DIRECTION TO REFERENCE MARK NO. 1
 KX1953'MISSED THE 1933 OBSERVATIONS BY 4 MINUTES.
 KX1953'
 KX1953'THE TO REACH IS ADAQUATE BUT DUE TO THE CHANGES IN THE LOCALITY A
 KX1953'COMPLETE NEW DESCRIPTION FOR THE MARKS FOLLOWS-
 KX1953'
 KX1953'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK, NO
 KX1953'STAMPING, SET IN A 6-BY-6 INCH SQUARE LIMESTONE POST WHICH
 KX1953'PROJECTS ABOUT 8 INCHES. IT IS 87 FEET EAST-NORTHEAST OF THE CENTER
 KX1953'OF A TRACK ROAD, 39 FEET NORTHWEST OF A T-INTERSECTION IN THE
 KX1953'FENCE, 15 FEET WEST OF A NORTH-SOUTH FENCE LINE, ON A LINE ABOUT 12
 KX1953'FEET NORTH OF THE MOST SOUTHERLY ROW OF APPLE TREES AND ON
 KX1953'THE EAST SIDE OF A NEWLY PLANTED FIELD OF EVERGREEN TREES.
 KX1953'
 KX1953'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED KUNKLE NO 1 1933, IS
 KX1953'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS
 KX1953'100 FEET EAST-NORTHEAST OF THE CENTER OF A TRACK ROAD, 17 FEET
 KX1953'SOUTH-SOUTHEAST OF A T-INTERSECTION IN THE FENCE AND IN THE
 KX1953'NORTH-SOUTH FENCE LINE.
 KX1953'
 KX1953'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KUNKLE NO 2 1933, IS
 KX1953'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS
 KX1953'IN THE FENCE LINE ABOUT 100 FEET EAST-NORTHEAST OF THE CENTER OF
 KX1953'TRACK ROAD.
 KX1953'
 KX1953'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED KUNKLE AZIMUTH
 KX1953'1933 3, SET IN A ROUND CONCRETE POST WHICH PROJECTS 4
 KX1953'INCHES. IT IS 33 FEET SOUTH OF THE CENTER OF THE WOODEN GATE, 14 FEET
 KX1953'EAST-NORTHEAST OF THE CENTER OF GRAVEL ROAD, 1 FOOT EAST OF
 KX1953'THE FENCE LINE AND IN THE SOUTHWEST CORNER OF A CORN FIELD. A
 KX1953'STANDARD WITNESS POST WAS SET 1.5 FEET SOUTHEAST OF THE
 KX1953'MARK.
 KX1953
 KX1953                          STATION RECOVERY (1967)
 KX1953
 KX1953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (ELH)
 KX1953'STATION RECOVERED AS DESCRIBED IN 1958 BY W.E.R. AND ALL MARKS ARE IN
 KX1953'GOOD CONDITION. STATION WAS NOT OCCUPIED AT THIS TIME.
 KX1953'
 KX1953'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-7 MILES NNW OF
 KX1953'INDIANA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0385 ***********************************************************************
 MB0385  DESIGNATION -  KURTANICH
 MB0385  PID         -  MB0385
 MB0385  STATE/COUNTY-  PA/MERCER
 MB0385  USGS QUAD   -  GREENFIELD (1970)
 MB0385
 MB0385                         *CURRENT SURVEY CONTROL
 MB0385  ___________________________________________________________________
 MB0385* NAD 83(1992)-  41 11 55.77184(N)    080 17 12.52614(W)     ADJUSTED  
 MB0385* NAVD 88     -       414.226  (meters)    1359.01   (feet)  ADJUSTED  
 MB0385  ___________________________________________________________________
 MB0385  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 MB0385  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 MB0385  DYNAMIC HT  -         414.041 (meters)    1358.40  (feet)  COMP
 MB0385  MODELED GRAV-     980,163.7   (mgal)                       NAVD 88
 MB0385
 MB0385  HORZ ORDER  -  SECOND
 MB0385  VERT ORDER  -  SECOND    CLASS 0
 MB0385
 MB0385.The horizontal coordinates were established by classical geodetic methods
 MB0385.and adjusted by the National Geodetic Survey in June 2002..
 MB0385
 MB0385.The orthometric height was determined by differential leveling
 MB0385.and adjusted by the National Geodetic Survey in June 1991..
 MB0385
 MB0385.The Laplace correction was computed from DEFLEC99 derived deflections.
 MB0385
 MB0385.The geoid height was determined by GEOID03.
 MB0385
 MB0385.The dynamic height is computed by dividing the NAVD 88
 MB0385.geopotential number by the normal gravity value computed on the
 MB0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0385.degrees latitude (g = 980.6199 gals.).
 MB0385
 MB0385.The modeled gravity was interpolated from observed gravity values.
 MB0385
 MB0385;                    North         East     Units Scale Factor Converg.
 MB0385;SPC PA N     -   117,740.914   387,245.520   MT  0.99996408   -1 40 41.5
 MB0385;SPC PA N     -   386,288.32  1,270,488.01   sFT  0.99996408   -1 40 41.5
 MB0385;SPC PA S     -   210,201.831   387,227.196   MT  1.00004475   -1 38 45.1
 MB0385;SPC PA S     -   689,637.17  1,270,427.89   sFT  1.00004475   -1 38 45.1
 MB0385;UTM  17      - 4,561,074.112   559,799.737   MT  0.99964401   +0 28 11.2
 MB0385
 MB0385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MB0385!SPC PA N     -   0.99994032  x   0.99996408  =   0.99990440
 MB0385!SPC PA S     -   0.99994032  x   1.00004475  =   0.99998507
 MB0385!UTM  17      -   0.99994032  x   0.99964401  =   0.99958435
 MB0385
 MB0385:                Primary Azimuth Mark                     Grid Az
 MB0385:SPC PA N     -  MERCER SECOND U P SPIRE                  052 03 24.3
 MB0385:SPC PA S     -  MERCER SECOND U P SPIRE                  052 01 27.9
 MB0385:UTM  17      -  MERCER SECOND U P SPIRE                  049 54 31.6
 MB0385
 MB0385|---------------------------------------------------------------------|
 MB0385| PID    Reference Object                     Distance      Geod. Az  |
 MB0385|                                                           dddmmss.s |
 MB0385| MB1917 MERCER SECOND U P SPIRE             APPROX. 5.2 KM 0502242.8 |
 MB0385| MB1918 MERCER COURTHOUSE DOME              APPROX. 5.1 KM 0521012.8 |
 MB0385| CX3992 KURTANICH AZ MK                                    1255905.3 |
 MB0385| MB0383 KURTANICH RM 2                                     17836     |
 MB0385| MB0384 KURTANICH RM 1                       67.275 METERS 32738     |
 MB0385|---------------------------------------------------------------------|
 MB0385
 MB0385                          SUPERSEDED SURVEY CONTROL
 MB0385
 MB0385  NAD 83(1995)-  41 11 55.77286(N)    080 17 12.52645(W) AD(       ) 2
 MB0385  NAD 83(1986)-  41 11 55.77612(N)    080 17 12.52881(W) AD(       ) 2
 MB0385  NAD 27      -  41 11 55.56290(N)    080 17 13.29960(W) AD(       ) 2
 MB0385  NGVD 29 (??/??/92)  414.381  (m)         1359.52   (f) ADJ UNCH    2 0
 MB0385
 MB0385.Superseded values are not recommended for survey control.
 MB0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0385.See file dsdata.txt to determine how the superseded data were derived.
 MB0385
 MB0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF5980061074(NAD 83)
 MB0385_MARKER: DS = TRIANGULATION STATION DISK
 MB0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0385_STAMPING: KURTANICH 1958
 MB0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0385+STABILITY: SURFACE MOTION
 MB0385
 MB0385  HISTORY     - Date     Condition        Report By
 MB0385  HISTORY     - 1958     MONUMENTED       CGS
 MB0385  HISTORY     - 1958     GOOD             CGS
 MB0385
 MB0385                          STATION DESCRIPTION
 MB0385
 MB0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 MB0385'STATION IS LOCATED IN A CULTIVATED FIELD, ON TOP OF A SMALL KNOLL,
 MB0385'ABOUT 3-3/4 MILES SOUTHWEST OF MERCER, 3/4 MILE SOUTH OF STATE
 MB0385'HIGHWAY 318, ON PROPERTY OWNED BY MR. ALEXANDER KURTANICH.
 MB0385'
 MB0385'STATION IS REACHED FROM THE SOUTHWEST CORNER OF THE COURTHOUSE SQUARE
 MB0385'IN MERCER BY GOING SOUTH ON STATE HIGHWAY 19 FOR 0.1 MILE, TURN
 MB0385'RIGHT AND GO WEST ON BUTLER STREET AND STATE HIGHWAY 468 FOR 0.1 MILE
 MB0385'TO THE JUNCTION WITH STATE HIGHWAY 318, CONTINUE WEST ON STATE
 MB0385'HIGHWAYS 468 AND 318 FOR 2.55 MILES, JUNCTION OF THE TWO HIGHWAYS,
 MB0385'KEEP THE LEFT HAND FORK AND FOLLOW HIGHWAY 468 FOR 0.25 MILE,
 MB0385'GRAVELED SIDE ROAD LEFT, TURN LEFT AND GO EAST ON THE GRAVELED ROAD
 MB0385'FOR 0.65 MILE, AZIMUTH MARK ON THE RIGHT HAND SIDE OF THE ROAD AND IN
 MB0385'A FENCE CORNER, CONTINUE STRAIGHT AHEAD, SOUTH ON HIGHWAY 460 FOR
 MB0385'0.45 MILE, STATION MARK ON THE LEFT HAND SIDE OF THE ROAD.
 MB0385'
 MB0385'STATION MARK IS A STANDARD DISK, STAMPED KURTANICH 1958, SET IN THE
 MB0385'TOP OF A SQUARE CONCRETE MONUMENT IS SET 12 INCHES BELOW THE GROUND
 MB0385'SURFACE.  IT IS ABOUT 231 FEET EAST OF STATE HIGHWAY 468.
 MB0385'
 MB0385'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KURTANICH NO 1
 MB0385'1958, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTS 2
 MB0385'INCHES.  IT IS 19 FEET EAST OF THE HIGHWAY.
 MB0385'
 MB0385'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KURTANICH NO 2
 MB0385'AZIMUTH 1958, SET IN THE TOP OF A 6 INCH X 6 INCH SANDSTONE
 MB0385'POST WHICH PROJECT ABOUT 6 INCHES.  IT IS 19 FEET SOUTH OF A TRACK
 MB0385'ROAD, 3 FEET SOUTHEAST OF A FENCE CORNER, 49 FEET NORTH OF A
 MB0385'20-INCH ELM TREE AND ABOUT 0.2 MILE EAST OF HIGHWAY 468.
 MB0385'
 MB0385'AZIMUTH MARK IS A STANDARD USC AND GS BENCH MARK, STAMPED H 223 1958,
 MB0385'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.
 MB0385'IT IS 17.5 FEET SOUTH OF A TRACK ROAD, 27 FEET SOUTHWEST OF A
 MB0385'GRAVELED NORTH-SOUTH ROAD AND A GRAVELED T-ROAD, 2 FEET
 MB0385'NORTHWEST OF A BOARD FENCE CORNER, 70 FEET NORTH OF A POWERLINE POLE.
 MB0385'
 MB0385'STATION KURTANICH IS ESTABLISHED IN THE IMMEADIATE VICINITY OF WHERE
 MB0385'STATION REED 1937 WAS LOCATED AND WHICH COULD NOT BE FOUND.
 MB0385
 MB0385                          STATION RECOVERY (1958)
 MB0385
 MB0385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 MB0385'3.8 MI S FROM MERCER.
 MB0385'ABOUT 3.2 MILES SOUTH EAST ALONG STATE HIGHWAY 318 THEN SOUTH
 MB0385'ALONG HIGHWAY 468 FOR 0.55 MILE.  LOCATED ON THE PROPERTY OF
 MB0385'MR. KURTANICH 231 FEET EAST OF STATE HIGHWAY 468 ON THE CREST
 MB0385'OF A HILL, 221 FEET WEST SOUTH-WEST OF KURTANICH NO 1, 1 FOOT
 MB0385'BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0384 ***********************************************************************
 MB0384  DESIGNATION -  KURTANICH RM 1
 MB0384  PID         -  MB0384
 MB0384  STATE/COUNTY-  PA/MERCER
 MB0384  USGS QUAD   -  GREENFIELD (1970)
 MB0384
 MB0384                         *CURRENT SURVEY CONTROL
 MB0384  ___________________________________________________________________
 MB0384* NAD 83(1986)-  41 12 02.     (N)    080 17 08.     (W)     SCALED    
 MB0384* NAVD 88     -       412.716  (meters)    1354.05   (feet)  ADJUSTED  
 MB0384  ___________________________________________________________________
 MB0384  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 MB0384  DYNAMIC HT  -         412.531 (meters)    1353.45  (feet)  COMP
 MB0384  MODELED GRAV-     980,163.8   (mgal)                       NAVD 88
 MB0384
 MB0384  VERT ORDER  -  SECOND    CLASS 0
 MB0384
 MB0384.The horizontal coordinates were scaled from a topographic map and have
 MB0384.an estimated accuracy of +/- 6 seconds.
 MB0384
 MB0384.The orthometric height was determined by differential leveling
 MB0384.and adjusted by the National Geodetic Survey in June 1991..
 MB0384
 MB0384.The geoid height was determined by GEOID03.
 MB0384
 MB0384.The dynamic height is computed by dividing the NAVD 88
 MB0384.geopotential number by the normal gravity value computed on the
 MB0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0384.degrees latitude (g = 980.6199 gals.).
 MB0384
 MB0384.The modeled gravity was interpolated from observed gravity values.
 MB0384
 MB0384;                    North         East    Units  Estimated Accuracy
 MB0384;SPC PA N     -   117,930.      387,360.      MT  (+/- 180 meters Scaled)
 MB0384
 MB0384                          SUPERSEDED SURVEY CONTROL
 MB0384
 MB0384  NGVD 29 (??/??/92)  412.871  (m)         1354.56   (f) ADJ UNCH    2 0
 MB0384
 MB0384.Superseded values are not recommended for survey control.
 MB0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0384.See file dsdata.txt to determine how the superseded data were derived.
 MB0384
 MB0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF599612(NAD 83)
 MB0384_MARKER: DR = REFERENCE MARK DISK
 MB0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0384_STAMPING: KURTANICH NO 1 1958
 MB0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0384+STABILITY: SURFACE MOTION
 MB0384
 MB0384  HISTORY     - Date     Condition        Report By
 MB0384  HISTORY     - 1958     MONUMENTED       CGS
 MB0384
 MB0384                          STATION DESCRIPTION
 MB0384
 MB0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MB0384'3.8 MI S FROM MERCER.
 MB0384'ABOUT 3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 318 THEN SOUTH
 MB0384'ALONG HIGHWAY 468 FOR 0.55 MILE.  LOCATED 19 FEET EAST OF THE
 MB0384'CENTER OF STATE HIGHWAY 468, 211 FEET EAST NORTH EAST OF KURTANICH
 MB0384'STATION, ON THE PROPERTY OF MR. KURTANICH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0383 ***********************************************************************
 MB0383  DESIGNATION -  KURTANICH RM 2
 MB0383  PID         -  MB0383
 MB0383  STATE/COUNTY-  PA/MERCER
 MB0383  USGS QUAD   -  GREENFIELD (1970)
 MB0383
 MB0383                         *CURRENT SURVEY CONTROL
 MB0383  ___________________________________________________________________
 MB0383* NAD 83(1986)-  41 11 51.     (N)    080 17 12.     (W)     SCALED    
 MB0383* NAVD 88     -       409.635  (meters)    1343.94   (feet)  ADJUSTED  
 MB0383  ___________________________________________________________________
 MB0383  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 MB0383  DYNAMIC HT  -         409.451 (meters)    1343.34  (feet)  COMP
 MB0383  MODELED GRAV-     980,163.6   (mgal)                       NAVD 88
 MB0383
 MB0383  VERT ORDER  -  SECOND    CLASS 0
 MB0383
 MB0383.The horizontal coordinates were scaled from a topographic map and have
 MB0383.an estimated accuracy of +/- 6 seconds.
 MB0383
 MB0383.The orthometric height was determined by differential leveling
 MB0383.and adjusted by the National Geodetic Survey in June 1991..
 MB0383
 MB0383.The geoid height was determined by GEOID03.
 MB0383
 MB0383.The dynamic height is computed by dividing the NAVD 88
 MB0383.geopotential number by the normal gravity value computed on the
 MB0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0383.degrees latitude (g = 980.6199 gals.).
 MB0383
 MB0383.The modeled gravity was interpolated from observed gravity values.
 MB0383
 MB0383;                    North         East    Units  Estimated Accuracy
 MB0383;SPC PA N     -   117,590.      387,250.      MT  (+/- 180 meters Scaled)
 MB0383
 MB0383                          SUPERSEDED SURVEY CONTROL
 MB0383
 MB0383  NGVD 29 (??/??/92)  409.790  (m)         1344.45   (f) ADJ UNCH    2 0
 MB0383
 MB0383.Superseded values are not recommended for survey control.
 MB0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0383.See file dsdata.txt to determine how the superseded data were derived.
 MB0383
 MB0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF598609(NAD 83)
 MB0383_MARKER: DR = REFERENCE MARK DISK
 MB0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0383_STAMPING: KURTANICH NO 2 1958
 MB0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0383+STABILITY: SURFACE MOTION
 MB0383
 MB0383  HISTORY     - Date     Condition        Report By
 MB0383  HISTORY     - 1958     MONUMENTED       CGS
 MB0383
 MB0383                          STATION DESCRIPTION
 MB0383
 MB0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MB0383'3.8 MI S FROM MERCER.
 MB0383'ABOUT 3.2 MILES SOUTH EAST ALONG STATE HIGHWAY 318 THEN SOUTH
 MB0383'ALONG HIGHWAY 468 FOR 0.55 MILE THENCE EAST ALONG A TRACK ROAD
 MB0383'FOR 0.15 MILE, LOCATED 19 FEET SOUTH OF A TRACK ROAD, 49 FEET
 MB0383'NORTH OF A 20 INCH ELM TREE, 3 FEET SOUTH EAST OF A FENCE
 MB0383'CORNER.  PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6164 ***********************************************************************
 KV6164  DESIGNATION -  KUTZ
 KV6164  PID         -  KV6164
 KV6164  STATE/COUNTY-  PA/CHESTER
 KV6164  USGS QUAD   -  POTTSTOWN (1980)
 KV6164
 KV6164                         *CURRENT SURVEY CONTROL
 KV6164  ___________________________________________________________________
 KV6164* NAD 83(1992)-  40 12 38.20173(N)    075 39 36.88407(W)     ADJUSTED  
 KV6164* NAVD 88     -       109.7    (meters)     360.     (feet)  VERTCON   
 KV6164  ___________________________________________________________________
 KV6164  X           -   1,208,066.399 (meters)                     COMP
 KV6164  Y           -  -4,725,731.335 (meters)                     COMP
 KV6164  Z           -   4,095,921.061 (meters)                     COMP
 KV6164  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 KV6164  ELLIP HEIGHT-          75.50  (meters)          (06/21/02) GPS OBS
 KV6164  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 KV6164
 KV6164  HORZ ORDER  -  SECOND
 KV6164  ELLP ORDER  -  FOURTH    CLASS I
 KV6164
 KV6164.The horizontal coordinates were established by GPS observations
 KV6164.and adjusted by the National Geodetic Survey in June 2002..
 KV6164
 KV6164.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6164
 KV6164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KV6164
 KV6164.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6164
 KV6164.The ellipsoidal height was determined by GPS observations
 KV6164.and is referenced to NAD 83.
 KV6164
 KV6164.The geoid height was determined by GEOID03.
 KV6164
 KV6164;                    North         East     Units Scale Factor Converg.
 KV6164;SPC PA S     -    99,512.944   777,880.474   MT  0.99996823   +1 21 20.9
 KV6164;SPC PA S     -   326,485.38  2,552,096.19   sFT  0.99996823   +1 21 20.9
 KV6164;UTM  18      - 4,451,342.472   443,814.956   MT  0.99963886   -0 25 34.6
 KV6164
 KV6164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6164!SPC PA S     -   0.99998816  x   0.99996823  =   0.99995639
 KV6164!UTM  18      -   0.99998816  x   0.99963886  =   0.99962702
 KV6164
 KV6164:                Primary Azimuth Mark                     Grid Az
 KV6164:SPC PA S     -  KUTZ AZ MK                               001 23 17.8
 KV6164:UTM  18      -  KUTZ AZ MK                               003 10 13.3
 KV6164
 KV6164|---------------------------------------------------------------------|
 KV6164| PID    Reference Object                     Distance      Geod. Az  |
 KV6164|                                                           dddmmss.s |
 KV6164| KV6165 KUTZ AZ MK                          APPROX. 1.1 KM 0024438.7 |
 KV6164| CS3720 KUTZ RM 1                            18.241 METERS 00807     |
 KV6164| KV6176 NORTH COVENTRY TWP WATER TANK       APPROX. 2.3 KM 0095700.2 |
 KV6164| CS3721 KUTZ RM 2                            13.682 METERS 09402     |
 KV6164|---------------------------------------------------------------------|
 KV6164
 KV6164                          SUPERSEDED SURVEY CONTROL
 KV6164
 KV6164  NAD 83(1996)-  40 12 38.20019(N)    075 39 36.88388(W) AD(       ) 2
 KV6164  NAD 83(1991)-  40 12 38.19798(N)    075 39 36.88658(W) AD(       ) 2
 KV6164  ELLIP H (01/27/92)   75.68   (m)                       GP(       ) 4 1
 KV6164  NAD 83(1986)-  40 12 38.19899(N)    075 39 36.88609(W) AD(       ) 2
 KV6164  NGVD 29 (03/28/90)  110.0    (m)          361.     (f) GPS OBS        
 KV6164
 KV6164.Superseded values are not recommended for survey control.
 KV6164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6164.See file dsdata.txt to determine how the superseded data were derived.
 KV6164
 KV6164_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK4381551342(NAD 83)
 KV6164_MARKER: DH = HORIZONTAL CONTROL DISK
 KV6164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV6164_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KV6164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6164+STABILITY: SURFACE MOTION
 KV6164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV6164+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1987
 KV6164
 KV6164  HISTORY     - Date     Condition        Report By
 KV6164  HISTORY     - 1985     MONUMENTED       PADT
 KV6164  HISTORY     - 19870316 GOOD             GEOHYD
 KV6164  HISTORY     - 19910904 MARK NOT FOUND   USPSQD
 KV6164  HISTORY     - 20011203 MARK NOT FOUND   NGS
 KV6164  HISTORY     - 20030503 MARK NOT FOUND   USPSQD
 KV6164
 KV6164                          STATION DESCRIPTION
 KV6164
 KV6164'DESCRIBED BY PA DEPT OF TRANSP 1985 (RBG)
 KV6164'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 KV6164'SOUTH OF POTTSTOWN,
 KV6164'4.0 KM (2.5 MI) NORTH OF BUCKTOWN, IN NORTH COVENTRY TOWNSHIP,
 KV6164'CHESTER COUNTY, IN THE GRASS MEDIUM STRIP OF STATE HIGHWAY 100 AT
 KV6164'THE INTERSECTION WITH KUTZ ROAD.
 KV6164'OWNERSHIP--PADT ROAD RIGHT-OF-WAY
 KV6164'
 KV6164'TO REACH THE STATION FROM THE POST OFFICE IN POTTSTOWN, GO
 KV6164'WEST FOR 1.0 KM (0.65 MI) ON HIGH STREET TO CHARLOT STREET,
 KV6164'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.3 KM (0.2 MI) ON HIGH
 KV6164'STREET TO HANOVER STREET,
 KV6164'TURN LEFT AND GO SOUTH-SOUTHWEST FOR 1.5 KM (0.9 MI) ON HANOVER
 KV6164'STREET TO STATE HIGHWAY 724,
 KV6164'CONTINUE STRAIGHT AHEAD AND GO SOUTH-SOUTHWEST FOR
 KV6164'2.4 KM (1.5 MI) ON HANOVER STREET TO STATE HIGHWAY 100,
 KV6164'TURN LEFT AND GO SOUTH FOR 0.16 KM (0.1 MI) ON HIGHWAY 100 TO THE
 KV6164'STATION ON THE LEFT.
 KV6164'
 KV6164'THE STATION IS A STANDARD PADT DISK
 KV6164'STAMPED---KUTZ 1985---,
 KV6164'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6164'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6164'3.90 METERS (12.8 FT) EAST FROM THE EAST EDGE OF THE SOUTH BOUND
 KV6164'LANE,
 KV6164'3.60 METERS (11.8 FT) SOUTH FROM THE CENTER OF A CATCH BASIN,
 KV6164'3.40 METERS (11.1 FT) WEST FROM THE WEST EDGE OF THE NORTH BOUND
 KV6164'LANE, AND
 KV6164'1.50 METERS (4.9 FT) NORTH FROM A WITNESS POST.
 KV6164'THE UNDERGROUND MARK IS A STANDARD PADT DISK
 KV6164'STAMPED---KUTZ 1985---,
 KV6164'SET INTO AN IRREGULAR MASS OF CONCRETE 1.10 METERS BELOW THE SURFACE.
 KV6164'
 KV6164'REFERENCE MARK NO. 1 IS A STANDARD PADT DISK
 KV6164'STAMPED---KUTZ NO 1 1985---,
 KV6164'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KV6164'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KV6164'19.64 METERS (64.4 FT) NORTH FROM THE WITNESS POST,
 KV6164'14.44 METERS (47.4 FT) NORTH FROM THE CENTER OF A CATCH BASIN, AND
 KV6164'1.63 METERS (5.35 FT) WEST FROM THE WESTERN EDGE OF THE NORTH BOUND
 KV6164'LANE.
 KV6164'MARK IS LEVEL WITH THE STATION.
 KV6164'
 KV6164'REFERENCE MARK NO. 2 IS A STANDARD PADT DISK
 KV6164'STAMPED---KUTZ NO 2 1985---,
 KV6164'SET INTO THE TOP OF A 4 FOOT BY 1 FOOT CONCRETE HEADWALL ON THE
 KV6164'EASTERN SIDE OF HIGHWAY 100, LOCATED
 KV6164'2.43 METERS (7.90 FT) SOUTHEAST FROM A MAIL BOX POST,
 KV6164'2.17 METERS (7.12 FT) EAST FROM THE EASTERN EDGE OF THE NORTH BOUND
 KV6164'LANE, AND
 KV6164'0.01 METERS (.33 FT) NORTH FROM THE SOUTH END OF THE HEADWALL.
 KV6164'MARK IS LEVEL WITH THE STATION.
 KV6164'
 KV6164'AZIMUTH MARK NO. 1 IS A STANDARD PADT DISK
 KV6164'STAMPED---KUTZ 1985---,
 KV6164'SET INTO THE TOP OF A 1.0 METER (39.0 INCH) DIAMETER CONCRETE GUARD
 KV6164'RAIL ANCHOR ON THE EASTERN SIDE OF STATE HIGHWAY 100, AT THE NORTH
 KV6164'END OF THE GUARD RAIL.  LOCATED
 KV6164'7.10 METERS (23.3 FT) EAST FROM THE CENTER OF HIGHWAY 100.
 KV6164'TO REACH THE AZIMUTH FROM THE STATION,
 KV6164'GO NORTH FOR 1.1 KM (0.66 MI) ON HIGHWAY 100 TO THE AZIMUTH MARK ON
 KV6164'THE RIGHT.
 KV6164'
 KV6164'DESCRIBED BY R.B. GROSSER.
 KV6164
 KV6164                          STATION RECOVERY (1987)
 KV6164
 KV6164'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1987
 KV6164'RECOVERED IN GOOD CONDITION.
 KV6164
 KV6164                          STATION RECOVERY (1991)
 KV6164
 KV6164'RECOVERY NOTE BY US POWER SQUADRON 1991 (JDC)
 KV6164'MARK NOT FOUND.
 KV6164
 KV6164                          STATION RECOVERY (2001)
 KV6164
 KV6164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV6164'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV6164
 KV6164                          STATION RECOVERY (2003)
 KV6164
 KV6164'RECOVERY NOTE BY US POWER SQUADRON 2003
 KV6164'NO SIGN OF A CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6165 ***********************************************************************
 KV6165  DESIGNATION -  KUTZ AZ MK
 KV6165  PID         -  KV6165
 KV6165  STATE/COUNTY-  PA/CHESTER
 KV6165  USGS QUAD   -  POTTSTOWN (1980)
 KV6165
 KV6165                         *CURRENT SURVEY CONTROL
 KV6165  ___________________________________________________________________
 KV6165* NAD 83(1992)-  40 13 12.54052(N)    075 39 34.73703(W)     ADJUSTED  
 KV6165* NAVD 88     -        85.     (meters)     279.     (feet)  VERTCON   
 KV6165  ___________________________________________________________________
 KV6165  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 KV6165  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 KV6165
 KV6165  HORZ ORDER  -  SECOND
 KV6165
 KV6165.The horizontal coordinates were established by classical geodetic methods
 KV6165.and adjusted by the National Geodetic Survey in June 2002..
 KV6165
 KV6165.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6165
 KV6165.The Laplace correction was computed from DEFLEC99 derived deflections.
 KV6165
 KV6165.The geoid height was determined by GEOID03.
 KV6165
 KV6165;                    North         East     Units Scale Factor Converg.
 KV6165;SPC PA S     -   100,572.964   777,906.163   MT  0.99996755   +1 21 22.3
 KV6165;SPC PA S     -   329,963.13  2,552,180.47   sFT  0.99996755   +1 21 22.3
 KV6165;UTM  18      - 4,452,400.832   443,873.579   MT  0.99963878   -0 25 33.5
 KV6165
 KV6165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KV6165!SPC PA S     -   0.99999201  x   0.99996755  =   0.99995956
 KV6165!UTM  18      -   0.99999201  x   0.99963878  =   0.99963079
 KV6165
 KV6165                          SUPERSEDED SURVEY CONTROL
 KV6165
 KV6165  NAD 83(1996)-  40 13 12.53898(N)    075 39 34.73687(W) AD(       ) 2
 KV6165  NAD 83(1991)-  40 13 12.53674(N)    075 39 34.73949(W) AD(       ) 2
 KV6165  NAD 83(1986)-  40 13 12.53779(N)    075 39 34.73931(W) AD(       ) 2
 KV6165  NGVD 29 (03/28/90)   86.     (m)          282.     (f) VERT ANG       
 KV6165
 KV6165.Superseded values are not recommended for survey control.
 KV6165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6165.See file dsdata.txt to determine how the superseded data were derived.
 KV6165
 KV6165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK4387452401(NAD 83)
 KV6165_MARKER: DZ = AZIMUTH MARK DISK
 KV6165_SETTING: 0 = UNSPECIFIED SETTING
 KV6165_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV6165
 KV6165  HISTORY     - Date     Condition        Report By
 KV6165  HISTORY     - 1985     MONUMENTED       PADT
 KV6165  HISTORY     - 19910904 GOOD             USPSQD
 KV6165  HISTORY     - 20011203 MARK NOT FOUND   NGS
 KV6165  HISTORY     - 20030503 MARK NOT FOUND   USPSQD
 KV6165
 KV6165                          STATION DESCRIPTION
 KV6165
 KV6165'DESCRIBED BY PA DEPT OF TRANSP 1985 (RBG)
 KV6165'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 KV6165'SOUTH OF POTTSTOWN, AND
 KV6165'4.0 KM (2.5 MI) NORTH OF BUCKTOWN, IN NORTH COVENTRY TOWNSHIP,
 KV6165'CHESTER COUNTY, ON THE EASTERN SIDE OF STATE HIGHWAY 100.
 KV6165'OWNERSHIP--PADT ROAD RIGHT-OF-WAY
 KV6165'
 KV6165'TO REACH THE STATION FROM THE POST OFFICE IN POTTSTOWN, GO
 KV6165'WEST FOR 1.0 KM (0.65 MI) ON HIGH STREET TO CHARLOT STREET,
 KV6165'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.3 KM (0.2 MI) ON HIGH
 KV6165'STREET TO HANOVER STREET,
 KV6165'TURN LEFT AND GO SOUTH-SOUTHWEST FOR 1.5 KM (0.9 MI) ON HANOVER
 KV6165'STREET TO STATE HIGHWAY 724,
 KV6165'CONTINUE STRAIGHT AHEAD AND GO SOUTH-SOUTHWEST FOR
 KV6165'2.4 KM (1.5 MI) ON HANOVER STREET TO STATE HIGHWAY 100,
 KV6165'TURN RIGHT AND GO NORTH FOR 0.9 KM (0.55 MI) ON HIGHWAY 100 TO THE
 KV6165'STATION ON THE RIGHT.
 KV6165'
 KV6165'THE STATION IS A STANDARD PADT DISK
 KV6165'STAMPED---KUTZ 1985---,
 KV6165'SET INTO THE TOP OF A 1.0 METER (39.0 INCH) DIAMETER CONCRETE GUARD
 KV6165'RAIL ANCHOR ON THE EASTERN SIDE OF HIGHWAY 100 AND AT THE NORTH END
 KV6165'OF THE GUARD RAIL.  LOCATED
 KV6165'7.10 METERS (23.3 FT) EAST FROM THE CENTER OF HIGHWAY 100.
 KV6165'
 KV6165'DESCRIBED BY R.B. GROSSER.
 KV6165
 KV6165                          STATION RECOVERY (1991)
 KV6165
 KV6165'RECOVERY NOTE BY US POWER SQUADRON 1991 (JDC)
 KV6165'RECOVERED IN GOOD CONDITION.
 KV6165
 KV6165                          STATION RECOVERY (2001)
 KV6165
 KV6165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV6165'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV6165
 KV6165                          STATION RECOVERY (2003)
 KV6165
 KV6165'RECOVERY NOTE BY US POWER SQUADRON 2003
 KV6165'NEWER GUARD RAIL.  NO CONCRETE ANCHOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV4834 ***********************************************************************
 JV4834  DESIGNATION -  KYLEVILLE
 JV4834  PID         -  JV4834
 JV4834  STATE/COUNTY-  PA/YORK
 JV4834  USGS QUAD   -  HOLTWOOD (1990)
 JV4834
 JV4834                         *CURRENT SURVEY CONTROL
 JV4834  ___________________________________________________________________
 JV4834* NAD 83(1992)-  39 49 29.84790(N)    076 20 42.56849(W)     ADJUSTED  
 JV4834* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 JV4834  ___________________________________________________________________
 JV4834  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 JV4834  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 JV4834
 JV4834  HORZ ORDER  -  THIRD
 JV4834
 JV4834.The horizontal coordinates were established by classical geodetic methods
 JV4834.and adjusted by the National Geodetic Survey in June 2002..
 JV4834
 JV4834.The orthometric height was scaled from a topographic map.
 JV4834
 JV4834.The Laplace correction was computed from DEFLEC99 derived deflections.
 JV4834
 JV4834.The geoid height was determined by GEOID03.
 JV4834
 JV4834;                    North         East     Units Scale Factor Converg.
 JV4834;SPC PA S     -    55,544.204   720,267.818   MT  1.00001871   +0 54 41.2
 JV4834;SPC PA S     -   182,231.28  2,363,078.67   sFT  1.00001871   +0 54 41.2
 JV4834;SPC MD       -   239,797.101   456,066.419   MT  1.00008714   +0 24 39.6
 JV4834;SPC MD       -   786,734.32  1,496,277.91   sFT  1.00008714   +0 24 39.6
 JV4834;UTM  18      - 4,409,195.070   384,883.152   MT  0.99976315   -0 51 41.7
 JV4834
 JV4834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JV4834!SPC PA S     -   0.99999643  x   1.00001871  =   1.00001514
 JV4834!SPC MD       -   0.99999643  x   1.00008714  =   1.00008357
 JV4834!UTM  18      -   0.99999643  x   0.99976315  =   0.99975958
 JV4834
 JV4834|---------------------------------------------------------------------|
 JV4834| PID    Reference Object                     Distance      Geod. Az  |
 JV4834|                                                           dddmmss.s |
 JV4834| AJ2520 KYLEVILLE RM 1                       24.149 METERS 05323     |
 JV4834| AJ2521 KYLEVILLE RM 2                       21.080 METERS 23049     |
 JV4834| JV4837 PENNSYLVANIA WATER PWR TWR 32       APPROX. 4.0 KM 2863901.1 |
 JV4834|---------------------------------------------------------------------|
 JV4834
 JV4834                          SUPERSEDED SURVEY CONTROL
 JV4834
 JV4834  NAD 83(1991)-  39 49 29.84370(N)    076 20 42.57139(W) AD(       ) 3
 JV4834  NAD 83(1986)-  39 49 29.83893(N)    076 20 42.57366(W) AD(       ) 3
 JV4834  NAD 27      -  39 49 29.46800(N)    076 20 43.71500(W) AD(       ) 3
 JV4834
 JV4834.Superseded values are not recommended for survey control.
 JV4834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV4834.See file dsdata.txt to determine how the superseded data were derived.
 JV4834
 JV4834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK8488309195(NAD 83)
 JV4834_MARKER: DS = TRIANGULATION STATION DISK
 JV4834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV4834
 JV4834  HISTORY     - Date     Condition        Report By
 JV4834  HISTORY     - 1947     MONUMENTED       CGS
 JV4834  HISTORY     - 1981     GOOD             NGS
 JV4834
 JV4834                          STATION DESCRIPTION
 JV4834
 JV4834'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (CRR)
 JV4834'THE STATION IS LOCATED ABOUT 2 MILES EAST OF KYLEVILLE AND 1 MILE
 JV4834'WEST OF HOLTWOOD DAM.  IT IS 400 FEET NORTH OF POWER TOWER 10, 200
 JV4834'FEET WEST OF THE NORTHWEST CORNER OF THE FIELD AND 10 FEET IN THE
 JV4834'WOODS FROM THE FIELD.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK
 JV4834'IS STAMPED KYLEVILLE 1947.
 JV4834'
 JV4834'REFERENCE MARK NO. 1 IS 79.22 FEET EAST OF THE STATION AT THE EDGE OF
 JV4834'THE WOODS.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS
 JV4834'STAMPED KYLEVILLE NO 1 1947.
 JV4834'
 JV4834'REFERENCE MARK NO. 2 IS 69.16 FEET WEST OF THE STATION AND 2 FEET IN
 JV4834'WOODS FROM THE EDGE OF THE FIELD.  THE MARK PROJECTS ABOUT 4
 JV4834'INCHES AND THE DISK IS STAMPED KYLEVILLE NO 2 1947.
 JV4834'
 JV4834'TO REACH THE STATION FROM THE LOWER CHANCEFORD SCHOOL, GO NORTH ON
 JV4834'HIGHWAY 74 FOR 0.15 MILE TO CROSS ROADS, TURN SHARP RIGHT, GO 1.9
 JV4834'MILES, TURN RIGHT INTO FARM ROAD, BEAR LEFT AROUND BARN AND GO ACROSS
 JV4834'YARD, THROUGH LEFT HAND GATE FOR 0.3 MILE OVER TOP OF HILL TO EDGE OF
 JV4834'WOODS AND STATION AS DESCRIBED.
 JV4834'
 JV4834'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JV4834
 JV4834                          STATION RECOVERY (1981)
 JV4834
 JV4834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 JV4834'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION AS
 JV4834'DESCRIBED.  BOTH REFERENCE MARKS WERE DESTROYED BY FARM WORK.
 JV4834'
 JV4834'THE STATION IS IN THE WAY OF FARM OPERATIONS AND IT WAS REQUESTED
 JV4834'BY THE PROPERTY OWNER THAT THE MONUMENT BE REMOVED FROM HIS FIELD.  A
 JV4834'NEW STATION KYLEVILLE 2 WAS ESTABLISHED AND THE OLD STATION
 JV4834'REMOVED.  THE OLD SUB-SURFACE DISK WAS LEFT INTACT ABOUT 2-1/2 FEET
 JV4834'BELOW THE SURFACE OF THE FIELD.
 JV4834'
 JV4834'FOR ADDITIONAL INFORMATION SEE THE DESCRIPTION FOR STATION
 JV4834'KYLEVILLE 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0648 ***********************************************************************
 KX0648  DESIGNATION -  L 0.91
 KX0648  PID         -  KX0648
 KX0648  STATE/COUNTY-  PA/JEFFERSON
 KX0648  USGS QUAD   -  PUNXSUTAWNEY (1994)
 KX0648
 KX0648                         *CURRENT SURVEY CONTROL
 KX0648  ___________________________________________________________________
 KX0648* NAD 83(1986)-  40 55 59.     (N)    078 55 55.     (W)     SCALED    
 KX0648* NAVD 88     -       393.36   (+/-2cm)    1290.5    (feet)  VERTCON   
 KX0648  ___________________________________________________________________
 KX0648  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 KX0648
 KX0648  VERT ORDER  -  ? (See Below)
 KX0648
 KX0648.The horizontal coordinates were scaled from a topographic map and have
 KX0648.an estimated accuracy of +/- 6 seconds.
 KX0648
 KX0648.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0648.The vertical order pertains to the NGVD 29 superseded value.
 KX0648
 KX0648.The geoid height was determined by GEOID03.
 KX0648
 KX0648;                    North         East    Units  Estimated Accuracy
 KX0648;SPC PA N     -    85,790.      500,460.      MT  (+/- 180 meters Scaled)
 KX0648
 KX0648                          SUPERSEDED SURVEY CONTROL
 KX0648
 KX0648  NGVD 29 (??/??/92)  393.518  (m)         1291.07   (f) ADJ UNCH    ?  
 KX0648
 KX0648.Superseded values are not recommended for survey control.
 KX0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0648.See file dsdata.txt to determine how the superseded data were derived.
 KX0648
 KX0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF741333(NAD 83)
 KX0648_MARKER: Z = SEE DESCRIPTION
 KX0648_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0648_SP_SET: ABUTMENT
 KX0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0648
 KX0648  HISTORY     - Date     Condition        Report By
 KX0648  HISTORY     - 1920     MONUMENTED       BORR
 KX0648
 KX0648                          STATION DESCRIPTION
 KX0648
 KX0648'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1920
 KX0648'17.2 MI SW FROM DUBOIS.
 KX0648'ABOUT 17.2 MILES SOUTHWEST OF DUBOIS, ON BRIDGE L-0.91, ON BACK
 KX0648'WALL OF NORTH ABUTMENT, ON CENTER LINE BETWEEN MAIN TRACK AND
 KX0648'SIDING 47+82.0.  A B.R. AND P.RY. STANDARD PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0432 ***********************************************************************
 JW0432  DESIGNATION -  L 100
 JW0432  PID         -  JW0432
 JW0432  STATE/COUNTY-  PA/BEDFORD
 JW0432  USGS QUAD   -  HYNDMAN (1977)
 JW0432
 JW0432                         *CURRENT SURVEY CONTROL
 JW0432  ___________________________________________________________________
 JW0432* NAD 83(1986)-  39 46 52.     (N)    078 43 19.     (W)     SCALED    
 JW0432* NAVD 88     -       256.874  (meters)     842.76   (feet)  ADJUSTED  
 JW0432  ___________________________________________________________________
 JW0432  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 JW0432  DYNAMIC HT  -         256.720 (meters)     842.26  (feet)  COMP
 JW0432  MODELED GRAV-     980,022.0   (mgal)                       NAVD 88
 JW0432
 JW0432  VERT ORDER  -  FIRST     CLASS II
 JW0432
 JW0432.The horizontal coordinates were scaled from a topographic map and have
 JW0432.an estimated accuracy of +/- 6 seconds.
 JW0432
 JW0432.The orthometric height was determined by differential leveling
 JW0432.and adjusted by the National Geodetic Survey in June 1991..
 JW0432
 JW0432.The geoid height was determined by GEOID03.
 JW0432
 JW0432.The dynamic height is computed by dividing the NAVD 88
 JW0432.geopotential number by the normal gravity value computed on the
 JW0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0432.degrees latitude (g = 980.6199 gals.).
 JW0432
 JW0432.The modeled gravity was interpolated from observed gravity values.
 JW0432
 JW0432;                    North         East    Units  Estimated Accuracy
 JW0432;SPC PA S     -    50,180.      516,740.      MT  (+/- 180 meters Scaled)
 JW0432
 JW0432                          SUPERSEDED SURVEY CONTROL
 JW0432
 JW0432  NGVD 29 (??/??/92)  257.053  (m)          843.35   (f) ADJ UNCH    1 2
 JW0432
 JW0432.Superseded values are not recommended for survey control.
 JW0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0432.See file dsdata.txt to determine how the superseded data were derived.
 JW0432
 JW0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE950059(NAD 83)
 JW0432_MARKER: DB = BENCH MARK DISK
 JW0432_SETTING: 66 = SET IN ROCK OUTCROP
 JW0432_SP_SET: OUTCROP
 JW0432_STAMPING: L 100 1935
 JW0432_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JW0432+STABILITY: POSITION/ELEVATION WELL
 JW0432
 JW0432  HISTORY     - Date     Condition        Report By
 JW0432  HISTORY     - 1935     MONUMENTED       CGS
 JW0432  HISTORY     - 1941     GOOD             NGS
 JW0432
 JW0432                          STATION DESCRIPTION
 JW0432
 JW0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JW0432'2.7 MI S FROM HYNDMAN.
 JW0432'2.7 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0432'PENNSYLVANIA RAILROAD STATION AT HYNDMAN, BEDFORD COUNTY, 14 RAILS
 JW0432'NORTH OF A SIGNAL BATTERY BOX, 8-1/2 RAILS NORTH OF AN 18-INCH
 JW0432'CASTIRON CULVERT UNDER THE B. AND O R.R. TRACK, 56 YARDS SOUTH
 JW0432'OF THE WEST END OF A STONE CULVERT UNDER THE P. R.R. TRACK, 32
 JW0432'YARDS SOUTH OF POLE E 38, 7.8 FEET EAST OF THE EAST RAIL OF THE
 JW0432'NORTH-BOUND TRACK, AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD
 JW0432'DISK, STAMPED L 100 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1990 ***********************************************************************
 JV1990  DESIGNATION -  L 101
 JV1990  PID         -  JV1990
 JV1990  STATE/COUNTY-  PA/ADAMS
 JV1990  USGS QUAD   -  IRON SPRINGS (1990)
 JV1990
 JV1990                         *CURRENT SURVEY CONTROL
 JV1990  ___________________________________________________________________
 JV1990* NAD 83(1986)-  39 46 21.     (N)    077 24 36.     (W)     SCALED    
 JV1990* NAVD 88     -       229.832  (meters)     754.04   (feet)  ADJUSTED  
 JV1990  ___________________________________________________________________
 JV1990  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 JV1990  DYNAMIC HT  -         229.702 (meters)     753.61  (feet)  COMP
 JV1990  MODELED GRAV-     980,056.8   (mgal)                       NAVD 88
 JV1990
 JV1990  VERT ORDER  -  SECOND    CLASS 0
 JV1990
 JV1990.The horizontal coordinates were scaled from a topographic map and have
 JV1990.an estimated accuracy of +/- 6 seconds.
 JV1990
 JV1990.The orthometric height was determined by differential leveling
 JV1990.and adjusted by the National Geodetic Survey in June 1991..
 JV1990
 JV1990.The geoid height was determined by GEOID03.
 JV1990
 JV1990.The dynamic height is computed by dividing the NAVD 88
 JV1990.geopotential number by the normal gravity value computed on the
 JV1990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1990.degrees latitude (g = 980.6199 gals.).
 JV1990
 JV1990.The modeled gravity was interpolated from observed gravity values.
 JV1990
 JV1990;                    North         East    Units  Estimated Accuracy
 JV1990;SPC PA S     -    48,820.      629,130.      MT  (+/- 180 meters Scaled)
 JV1990
 JV1990                          SUPERSEDED SURVEY CONTROL
 JV1990
 JV1990  NGVD 29 (??/??/??)  230.010  (m)          754.62   (f) ADJUSTED    2 0
 JV1990
 JV1990.Superseded values are not recommended for survey control.
 JV1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1990.See file dsdata.txt to determine how the superseded data were derived.
 JV1990
 JV1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK935052(NAD 83)
 JV1990_MARKER: DB = BENCH MARK DISK
 JV1990_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1990_SP_SET: BRIDGE
 JV1990_STAMPING: L 101 1935
 JV1990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1990
 JV1990  HISTORY     - Date     Condition        Report By
 JV1990  HISTORY     - 1935     MONUMENTED       CGS
 JV1990
 JV1990                          STATION DESCRIPTION
 JV1990
 JV1990'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1990'6.2 MI SW FROM ORRTANNA.
 JV1990'ABOUT 6.2 MILES SOUTHWEST ALONG THE WESTERN MARYLAND RAILWAY
 JV1990'FROM THE METHODIST EPISCOPAL CHURCH AT ORRTANNA, ADAMS COUNTY,
 JV1990'ABOUT 1,236 FEET NORTH OF MILEPOST 85, AT A BRIDGE OVER A SMALL
 JV1990'STREAM, IN THE TOP OF THE NORTHEAST END OF THE WEST COPING,
 JV1990'ABOUT 936 FEET NORTH OF A WATER TANK, AND 30 FEET WEST OF THE
 JV1990'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED L 101 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1602 ***********************************************************************
 JV1602  DESIGNATION -  L 102
 JV1602  PID         -  JV1602
 JV1602  STATE/COUNTY-  PA/YORK
 JV1602  USGS QUAD   -  YORK (1990)
 JV1602
 JV1602                         *CURRENT SURVEY CONTROL
 JV1602  ___________________________________________________________________
 JV1602* NAD 83(1986)-  39 58 03.     (N)    076 43 50.     (W)     SCALED    
 JV1602* NAVD 88     -       112.165  (meters)     367.99   (feet)  ADJUSTED  
 JV1602  ___________________________________________________________________
 JV1602  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 JV1602  DYNAMIC HT  -         112.109 (meters)     367.81  (feet)  COMP
 JV1602  MODELED GRAV-     980,117.3   (mgal)                       NAVD 88
 JV1602
 JV1602  VERT ORDER  -  SECOND    CLASS 0
 JV1602
 JV1602.The horizontal coordinates were scaled from a topographic map and have
 JV1602.an estimated accuracy of +/- 6 seconds.
 JV1602
 JV1602.The orthometric height was determined by differential leveling
 JV1602.and adjusted by the National Geodetic Survey in June 1991..
 JV1602
 JV1602.The geoid height was determined by GEOID03.
 JV1602
 JV1602.The dynamic height is computed by dividing the NAVD 88
 JV1602.geopotential number by the normal gravity value computed on the
 JV1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1602.degrees latitude (g = 980.6199 gals.).
 JV1602
 JV1602.The modeled gravity was interpolated from observed gravity values.
 JV1602
 JV1602;                    North         East    Units  Estimated Accuracy
 JV1602;SPC PA S     -    70,920.      687,090.      MT  (+/- 180 meters Scaled)
 JV1602
 JV1602                          SUPERSEDED SURVEY CONTROL
 JV1602
 JV1602  NGVD 29 (??/??/??)  112.428  (m)          368.86   (f) ADJUSTED    2 0
 JV1602
 JV1602.Superseded values are not recommended for survey control.
 JV1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1602.See file dsdata.txt to determine how the superseded data were derived.
 JV1602
 JV1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK522255(NAD 83)
 JV1602_MARKER: DB = BENCH MARK DISK
 JV1602_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1602_SP_SET: BRIDGE
 JV1602_STAMPING: L 102 1935
 JV1602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1602_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JV1602+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 JV1602
 JV1602  HISTORY     - Date     Condition        Report By
 JV1602  HISTORY     - 1935     MONUMENTED       CGS
 JV1602  HISTORY     - 1942     GOOD             CGS
 JV1602  HISTORY     - 20050201 GOOD             PADT
 JV1602
 JV1602                          STATION DESCRIPTION
 JV1602
 JV1602'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JV1602'AT YORK.
 JV1602'AT YORK, YORK COUNTY, AT THE GEORGE STREET BRIDGE OVER CODORUS
 JV1602'CREEK, IN THE TOP OF THE WEST END OF THE SOUTH WING WALL, AT THE
 JV1602'CROSSING OF GEORGE AND WASHINGTON STREETS, ABOUT 66 FEET NORTH
 JV1602'OF THE CENTER LINE OF WASHINGTON STREET, AND 42 FEET WEST OF THE
 JV1602'CENTER LINE OF GEORGE STREET.  A STANDARD DISK, STAMPED L 102 1935.
 JV1602
 JV1602                          STATION RECOVERY (1942)
 JV1602
 JV1602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 JV1602'RECOVERED IN GOOD CONDITION.
 JV1602
 JV1602                          STATION RECOVERY (2005)
 JV1602
 JV1602'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 JV1602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1866 ***********************************************************************
 KV1866  DESIGNATION -  L 106
 KV1866  PID         -  KV1866
 KV1866  STATE/COUNTY-  PA/CHESTER
 KV1866  USGS QUAD   -  VALLEY FORGE (1992)
 KV1866
 KV1866                         *CURRENT SURVEY CONTROL
 KV1866  ___________________________________________________________________
 KV1866* NAD 83(1986)-  40 03 24.     (N)    075 27 40.     (W)     SCALED    
 KV1866* NAVD 88     -        91.535  (meters)     300.31   (feet)  ADJUSTED  
 KV1866  ___________________________________________________________________
 KV1866  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 KV1866  DYNAMIC HT  -          91.491 (meters)     300.17  (feet)  COMP
 KV1866  MODELED GRAV-     980,142.4   (mgal)                       NAVD 88
 KV1866
 KV1866  VERT ORDER  -  SECOND    CLASS 0
 KV1866
 KV1866.The horizontal coordinates were scaled from a topographic map and have
 KV1866.an estimated accuracy of +/- 6 seconds.
 KV1866
 KV1866.The orthometric height was determined by differential leveling
 KV1866.and adjusted by the National Geodetic Survey in June 1991..
 KV1866
 KV1866.The geoid height was determined by GEOID03.
 KV1866
 KV1866.The dynamic height is computed by dividing the NAVD 88
 KV1866.geopotential number by the normal gravity value computed on the
 KV1866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1866.degrees latitude (g = 980.6199 gals.).
 KV1866
 KV1866.The modeled gravity was interpolated from observed gravity values.
 KV1866
 KV1866;                    North         East    Units  Estimated Accuracy
 KV1866;SPC PA S     -    82,850.      795,270.      MT  (+/- 180 meters Scaled)
 KV1866
 KV1866                          SUPERSEDED SURVEY CONTROL
 KV1866
 KV1866  NGVD 29 (??/??/??)   91.836  (m)          301.30   (f) ADJUSTED    2 0
 KV1866
 KV1866.Superseded values are not recommended for survey control.
 KV1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1866.See file dsdata.txt to determine how the superseded data were derived.
 KV1866
 KV1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK606341(NAD 83)
 KV1866_MARKER: DB = BENCH MARK DISK
 KV1866_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1866_SP_SET: FOOTING
 KV1866_STAMPING: L 106 1935
 KV1866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1866_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1866+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 KV1866
 KV1866  HISTORY     - Date     Condition        Report By
 KV1866  HISTORY     - 1935     MONUMENTED       CGS
 KV1866  HISTORY     - 1959     GOOD             CGS
 KV1866  HISTORY     - 19970222 GOOD             USPSQD
 KV1866  HISTORY     - 19991001 GOOD             PADT
 KV1866  HISTORY     - 20050901 GOOD             BAKER
 KV1866
 KV1866                          STATION DESCRIPTION
 KV1866
 KV1866'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KV1866'6.5 MI NE FROM FRAZER.
 KV1866'6.5 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KV1866'STATION AT FRAZER, AT BRIDGE 6.83, AT THE BASE OF THE SOUTH
 KV1866'ABUTMENT, IN THE TOP AND AT THE EAST END OF THE CONCRETE
 KV1866'FOOTING, AND 19 FEET SOUTH OF THE CENTERLINE OF THE SOUTH TRACK.
 KV1866'THE TOP OF THE FOOTING IS SLOPED.
 KV1866
 KV1866                          STATION RECOVERY (1997)
 KV1866
 KV1866'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV1866'RECOVERED IN GOOD CONDITION.
 KV1866
 KV1866                          STATION RECOVERY (1999)
 KV1866
 KV1866'RECOVERY NOTE BY PA DEPT OF TRANSP 1999
 KV1866'RECOVERED IN GOOD CONDITION.
 KV1866
 KV1866                          STATION RECOVERY (2005)
 KV1866
 KV1866'RECOVERY NOTE BY M BAKER JR INCORPORATED 2005 (CJG)
 KV1866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1947 ***********************************************************************
 KV1947  DESIGNATION -  L 107
 KV1947  PID         -  KV1947
 KV1947  STATE/COUNTY-  PA/BUCKS
 KV1947  USGS QUAD   -  QUAKERTOWN (1994)
 KV1947
 KV1947                         *CURRENT SURVEY CONTROL
 KV1947  ___________________________________________________________________
 KV1947* NAD 83(1986)-  40 26 15.     (N)    075 19 54.     (W)     SCALED    
 KV1947* NAVD 88     -       150.650  (meters)     494.26   (feet)  ADJUSTED  
 KV1947  ___________________________________________________________________
 KV1947  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 KV1947  DYNAMIC HT  -         150.575 (meters)     494.01  (feet)  COMP
 KV1947  MODELED GRAV-     980,120.0   (mgal)                       NAVD 88
 KV1947
 KV1947  VERT ORDER  -  SECOND    CLASS 0
 KV1947
 KV1947.The horizontal coordinates were scaled from a topographic map and have
 KV1947.an estimated accuracy of +/- 6 seconds.
 KV1947
 KV1947.The orthometric height was determined by differential leveling
 KV1947.and adjusted by the National Geodetic Survey in June 1991..
 KV1947
 KV1947.The geoid height was determined by GEOID03.
 KV1947
 KV1947.The dynamic height is computed by dividing the NAVD 88
 KV1947.geopotential number by the normal gravity value computed on the
 KV1947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1947.degrees latitude (g = 980.6199 gals.).
 KV1947
 KV1947.The modeled gravity was interpolated from observed gravity values.
 KV1947
 KV1947;                    North         East    Units  Estimated Accuracy
 KV1947;SPC PA S     -   125,410.      805,150.      MT  (+/- 180 meters Scaled)
 KV1947
 KV1947                          SUPERSEDED SURVEY CONTROL
 KV1947
 KV1947  NGVD 29 (??/??/??)  150.939  (m)          495.21   (f) ADJUSTED    2 0
 KV1947
 KV1947.Superseded values are not recommended for survey control.
 KV1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1947.See file dsdata.txt to determine how the superseded data were derived.
 KV1947
 KV1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK718763(NAD 83)
 KV1947_MARKER: DB = BENCH MARK DISK
 KV1947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1947_STAMPING: L-107 1935
 KV1947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1947+STABILITY: SURFACE MOTION
 KV1947
 KV1947  HISTORY     - Date     Condition        Report By
 KV1947  HISTORY     - 1935     MONUMENTED       CGS
 KV1947  HISTORY     - 1942     GOOD             LOCSUR
 KV1947  HISTORY     - 19950629 MARK NOT FOUND   USPSQD
 KV1947
 KV1947                          STATION DESCRIPTION
 KV1947
 KV1947'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KV1947'0.2 MI S FROM QUAKERTOWN.
 KV1947'ON READING RAIL ROAD 1/4 MILE SOUTH OF STATION 33 FEET WEST OF
 KV1947'TRACK.  NOTE-- MARK IS LOCATED 500 FT NORTH OF THE NORTH END OF
 KV1947'THE FIRST RAILWAY BRIDGE SOUTH OF THE QUAKERTOWN STATION.
 KV1947
 KV1947                          STATION RECOVERY (1942)
 KV1947
 KV1947'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1942
 KV1947'RECOVERED IN GOOD CONDITION.
 KV1947
 KV1947                          STATION RECOVERY (1995)
 KV1947
 KV1947'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1947'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2006 ***********************************************************************
 KV2006  DESIGNATION -  L 108
 KV2006  PID         -  KV2006
 KV2006  STATE/COUNTY-  PA/BUCKS
 KV2006  USGS QUAD   -  MILFORD SQUARE (1992)
 KV2006
 KV2006                         *CURRENT SURVEY CONTROL
 KV2006  ___________________________________________________________________
 KV2006* NAD 83(1986)-  40 26 11.     (N)    075 26 00.     (W)     SCALED    
 KV2006* NAVD 88     -       170.053  (meters)     557.92   (feet)  ADJUSTED  
 KV2006  ___________________________________________________________________
 KV2006  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 KV2006  DYNAMIC HT  -         169.966 (meters)     557.63  (feet)  COMP
 KV2006  MODELED GRAV-     980,109.8   (mgal)                       NAVD 88
 KV2006
 KV2006  VERT ORDER  -  SECOND    CLASS 0
 KV2006
 KV2006.The horizontal coordinates were scaled from a topographic map and have
 KV2006.an estimated accuracy of +/- 6 seconds.
 KV2006
 KV2006.The orthometric height was determined by differential leveling
 KV2006.and adjusted by the National Geodetic Survey in June 1991..
 KV2006
 KV2006.The geoid height was determined by GEOID03.
 KV2006
 KV2006.The dynamic height is computed by dividing the NAVD 88
 KV2006.geopotential number by the normal gravity value computed on the
 KV2006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2006.degrees latitude (g = 980.6199 gals.).
 KV2006
 KV2006.The modeled gravity was interpolated from observed gravity values.
 KV2006
 KV2006;                    North         East    Units  Estimated Accuracy
 KV2006;SPC PA S     -   125,060.      796,530.      MT  (+/- 180 meters Scaled)
 KV2006
 KV2006                          SUPERSEDED SURVEY CONTROL
 KV2006
 KV2006  NGVD 29 (??/??/??)  170.324  (m)          558.80   (f) ADJUSTED    2 0
 KV2006
 KV2006.Superseded values are not recommended for survey control.
 KV2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2006.See file dsdata.txt to determine how the superseded data were derived.
 KV2006
 KV2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK632762(NAD 83)
 KV2006_MARKER: DB = BENCH MARK DISK
 KV2006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2006_STAMPING: L 108 1935
 KV2006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2006+STABILITY: SURFACE MOTION
 KV2006
 KV2006  HISTORY     - Date     Condition        Report By
 KV2006  HISTORY     - 1935     MONUMENTED       CGS
 KV2006  HISTORY     - 1944     GOOD             CGS
 KV2006  HISTORY     - 20030102 MARK NOT FOUND   USPSQD
 KV2006
 KV2006                          STATION DESCRIPTION
 KV2006
 KV2006'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KV2006'0.2 MI SE FROM SPINNERSTOWN.
 KV2006'0.25 MILE SE ALONG STATE HIGHWAY 663 FROM THE MAIN CROSS ROADS
 KV2006'AT SPINNERSTOWN, 100 YARDS NW OF A LARGE RED BARN, 25 FT. SE
 KV2006'OF POLE NO. B20474, 19 FT. SW OF HIGHWAY (CENTER LINE) IN THE TOP
 KV2006'OF A PRECAST CONCRETE MONUMENT PROJECTING ABOUT 1.5 FT. ABOVE
 KV2006'GROUND, A STANDARD U. S. C. AND G. S. AND COMMONWEALTH OF
 KV2006'PENNSYLVANIA DISK STAMPED L 108 1935.
 KV2006
 KV2006                          STATION RECOVERY (2003)
 KV2006
 KV2006'RECOVERY NOTE BY US POWER SQUADRON 2003 (NCS)
 KV2006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0351 ***********************************************************************
 KY0351  DESIGNATION -  L 109
 KY0351  PID         -  KY0351
 KY0351  STATE/COUNTY-  PA/WASHINGTON
 KY0351  USGS QUAD   -  MIDWAY (1977)
 KY0351
 KY0351                         *CURRENT SURVEY CONTROL
 KY0351  ___________________________________________________________________
 KY0351* NAD 83(1986)-  40 17 23.     (N)    080 19 59.     (W)     SCALED    
 KY0351* NAVD 88     -       389.301  (meters)    1277.23   (feet)  ADJUSTED  
 KY0351  ___________________________________________________________________
 KY0351  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 KY0351  DYNAMIC HT  -         389.083 (meters)    1276.52  (feet)  COMP
 KY0351  MODELED GRAV-     980,056.5   (mgal)                       NAVD 88
 KY0351
 KY0351  VERT ORDER  -  SECOND    CLASS 0
 KY0351
 KY0351.The horizontal coordinates were scaled from a topographic map and have
 KY0351.an estimated accuracy of +/- 6 seconds.
 KY0351
 KY0351.The orthometric height was determined by differential leveling
 KY0351.and adjusted by the National Geodetic Survey in June 1991..
 KY0351
 KY0351.The geoid height was determined by GEOID03.
 KY0351
 KY0351.The dynamic height is computed by dividing the NAVD 88
 KY0351.geopotential number by the normal gravity value computed on the
 KY0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0351.degrees latitude (g = 980.6199 gals.).
 KY0351
 KY0351.The modeled gravity was interpolated from observed gravity values.
 KY0351
 KY0351;                    North         East    Units  Estimated Accuracy
 KY0351;SPC PA S     -   109,400.      380,400.      MT  (+/- 180 meters Scaled)
 KY0351
 KY0351                          SUPERSEDED SURVEY CONTROL
 KY0351
 KY0351  NGVD 29 (??/??/92)  389.438  (m)         1277.68   (f) ADJ UNCH    2 0
 KY0351
 KY0351.Superseded values are not recommended for survey control.
 KY0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0351.See file dsdata.txt to determine how the superseded data were derived.
 KY0351
 KY0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE566601(NAD 83)
 KY0351_MARKER: DB = BENCH MARK DISK
 KY0351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0351_SP_SET: CATCH BASIN
 KY0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0351
 KY0351  HISTORY     - Date     Condition        Report By
 KY0351  HISTORY     - UNK      MONUMENTED       CGS
 KY0351  HISTORY     - 1957     GOOD             NGS
 KY0351
 KY0351                          STATION DESCRIPTION
 KY0351
 KY0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0351'1.8 MI SW FROM HICKORY.
 KY0351'ABOUT 1.55 MILES WEST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 KY0351'AND BANK BUILDING AT HICKORY, THENCE 0.25 MILE SOUTHEAST ALONG
 KY0351'STATE HIGHWAY 18, AT THE NORTH END OF A CURVE, 22 FEET WEST OF THE
 KY0351'CENTER LINE OF THE HIGHWAY, ON TOP OF THE NORTH END OF THE BACK
 KY0351'WALL OF A 2 1/2 BY 4 1/2 FEET CONCRETE CATCH BASIN FOR A 12 INCH
 KY0351'PIPE CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1432 ***********************************************************************
 KV1432  DESIGNATION -  L 11
 KV1432  PID         -  KV1432
 KV1432  STATE/COUNTY-  PA/NORTHAMPTON
 KV1432  USGS QUAD   -  STROUDSBURG (1975)
 KV1432
 KV1432                         *CURRENT SURVEY CONTROL
 KV1432  ___________________________________________________________________
 KV1432* NAD 83(1986)-  40 53 32.     (N)    075 09 14.     (W)     SCALED    
 KV1432* NAVD 88     -       173.899  (meters)     570.53   (feet)  ADJUSTED  
 KV1432  ___________________________________________________________________
 KV1432  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 KV1432  DYNAMIC HT  -         173.818 (meters)     570.27  (feet)  COMP
 KV1432  MODELED GRAV-     980,160.2   (mgal)                       NAVD 88
 KV1432
 KV1432  VERT ORDER  -  FIRST     CLASS II
 KV1432
 KV1432.The horizontal coordinates were scaled from a topographic map and have
 KV1432.an estimated accuracy of +/- 6 seconds.
 KV1432
 KV1432.The orthometric height was determined by differential leveling
 KV1432.and adjusted by the National Geodetic Survey in June 1991..
 KV1432
 KV1432.The geoid height was determined by GEOID03.
 KV1432
 KV1432.The dynamic height is computed by dividing the NAVD 88
 KV1432.geopotential number by the normal gravity value computed on the
 KV1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1432.degrees latitude (g = 980.6199 gals.).
 KV1432
 KV1432.The modeled gravity was interpolated from observed gravity values.
 KV1432
 KV1432;                    North         East    Units  Estimated Accuracy
 KV1432;SPC PA S     -   176,310.      818,750.      MT  (+/- 180 meters Scaled)
 KV1432
 KV1432                          SUPERSEDED SURVEY CONTROL
 KV1432
 KV1432  NGVD 29 (??/??/??)  174.078  (m)          571.12   (f) ADJUSTED    1 2
 KV1432
 KV1432.Superseded values are not recommended for survey control.
 KV1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1432.See file dsdata.txt to determine how the superseded data were derived.
 KV1432
 KV1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL870268(NAD 83)
 KV1432_MARKER: DB = BENCH MARK DISK
 KV1432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1432_STAMPING: 571.121 L 11 1932
 KV1432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1432+STABILITY: SURFACE MOTION
 KV1432
 KV1432  HISTORY     - Date     Condition        Report By
 KV1432  HISTORY     - 1932     MONUMENTED       CGS
 KV1432  HISTORY     - 1955     MARK NOT FOUND   CGS
 KV1432  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KV1432
 KV1432                          STATION DESCRIPTION
 KV1432
 KV1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV1432'3 MI SW FROM PORTLAND.
 KV1432'3.0 MILES SOUTHWEST ALONG THE DELAWARE, LACKAWANNA AND WESTERN
 KV1432'RAILROAD FROM PORTLAND, NORTHAMPTON COUNTY, 8 FEET WEST OF
 KV1432'THE NORTHWEST CORNER OF THE STATION AT STIER, 38 FEET EAST OF
 KV1432'THE CENTER OF A ROAD CROSSING, AND 17 FEET SOUTH OF THE SOUTH
 KV1432'RAIL.  A STANDARD DISK, STAMPED 571.121 L 11 1932 AND SET IN
 KV1432'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 KV1432
 KV1432                          STATION RECOVERY (1955)
 KV1432
 KV1432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 KV1432'MARK NOT FOUND.
 KV1432
 KV1432                          STATION RECOVERY (2001)
 KV1432
 KV1432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV1432'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0484 ***********************************************************************
 KY0484  DESIGNATION -  L 110
 KY0484  PID         -  KY0484
 KY0484  STATE/COUNTY-  PA/WASHINGTON
 KY0484  USGS QUAD   -  CANONSBURG (1979)
 KY0484
 KY0484                         *CURRENT SURVEY CONTROL
 KY0484  ___________________________________________________________________
 KY0484* NAD 83(1986)-  40 17 57.     (N)    080 09 10.     (W)     SCALED    
 KY0484* NAVD 88     -       303.904  (meters)     997.06   (feet)  ADJUSTED  
 KY0484  ___________________________________________________________________
 KY0484  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KY0484  DYNAMIC HT  -         303.740 (meters)     996.52  (feet)  COMP
 KY0484  MODELED GRAV-     980,078.3   (mgal)                       NAVD 88
 KY0484
 KY0484  VERT ORDER  -  SECOND    CLASS 0
 KY0484
 KY0484.The horizontal coordinates were scaled from a topographic map and have
 KY0484.an estimated accuracy of +/- 6 seconds.
 KY0484
 KY0484.The orthometric height was determined by differential leveling
 KY0484.and adjusted by the National Geodetic Survey in June 1991..
 KY0484
 KY0484.The geoid height was determined by GEOID03.
 KY0484
 KY0484.The dynamic height is computed by dividing the NAVD 88
 KY0484.geopotential number by the normal gravity value computed on the
 KY0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0484.degrees latitude (g = 980.6199 gals.).
 KY0484
 KY0484.The modeled gravity was interpolated from observed gravity values.
 KY0484
 KY0484;                    North         East    Units  Estimated Accuracy
 KY0484;SPC PA S     -   110,020.      395,750.      MT  (+/- 180 meters Scaled)
 KY0484
 KY0484                          SUPERSEDED SURVEY CONTROL
 KY0484
 KY0484  NGVD 29 (??/??/92)  304.037  (m)          997.49   (f) ADJ UNCH    2 0
 KY0484
 KY0484.Superseded values are not recommended for survey control.
 KY0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0484.See file dsdata.txt to determine how the superseded data were derived.
 KY0484
 KY0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE720613(NAD 83)
 KY0484_MARKER: DD = SURVEY DISK
 KY0484_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0484_SP_SET: BRIDGE
 KY0484_STAMPING: L 110 1957
 KY0484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0484
 KY0484  HISTORY     - Date     Condition        Report By
 KY0484  HISTORY     - 1957     MONUMENTED       PADT
 KY0484  HISTORY     - 1957     GOOD             NGS
 KY0484  HISTORY     - 1960     GOOD             NGS
 KY0484  HISTORY     - 20010510 GOOD             PADT
 KY0484  HISTORY     - 20060619 GOOD             BAKER
 KY0484
 KY0484                          STATION DESCRIPTION
 KY0484
 KY0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0484'AT HENDERSONVILLE.
 KY0484'AT HENDERSONVILLE, ABOUT 40 YARDS NORTH ALONG STATE HIGHWAY 519
 KY0484'FROM THE POST OFFICE, IN THE TOP OF NORTHEAST END OF SOUTHWEST
 KY0484'WING WALL OF A 20-FOOT HIGHWAY BRIDGE OVER MC PHERSON CREEK,
 KY0484'19 FEET WEST OF CENTER LINE OF HIGHWAY, 1/3 FOOT WEST OF CONCRETE
 KY0484'BANISTER AND ABOUT LEVEL WITH HIGHWAY.
 KY0484
 KY0484                          STATION RECOVERY (1960)
 KY0484
 KY0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KY0484'RECOVERED IN GOOD CONDITION.
 KY0484
 KY0484                          STATION RECOVERY (2001)
 KY0484
 KY0484'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DP)
 KY0484'RECOVERED IN GOOD CONDITION.
 KY0484
 KY0484                          STATION RECOVERY (2006)
 KY0484
 KY0484'RECOVERY NOTE BY M BAKER JR INCORPORATED 2006 (FRB)
 KY0484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0465 ***********************************************************************
 KY0465  DESIGNATION -  L 111
 KY0465  PID         -  KY0465
 KY0465  STATE/COUNTY-  PA/WASHINGTON
 KY0465  USGS QUAD   -  MIDWAY (1977)
 KY0465
 KY0465                         *CURRENT SURVEY CONTROL
 KY0465  ___________________________________________________________________
 KY0465* NAD 83(1986)-  40 17 09.     (N)    080 21 11.     (W)     SCALED    
 KY0465* NAVD 88     -       339.524  (meters)    1113.92   (feet)  ADJUSTED  
 KY0465  ___________________________________________________________________
 KY0465  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 KY0465  DYNAMIC HT  -         339.334 (meters)    1113.30  (feet)  COMP
 KY0465  MODELED GRAV-     980,056.6   (mgal)                       NAVD 88
 KY0465
 KY0465  VERT ORDER  -  SECOND    CLASS 0
 KY0465
 KY0465.The horizontal coordinates were scaled from a topographic map and have
 KY0465.an estimated accuracy of +/- 6 seconds.
 KY0465
 KY0465.The orthometric height was determined by differential leveling
 KY0465.and adjusted by the National Geodetic Survey in June 1991..
 KY0465
 KY0465.The geoid height was determined by GEOID03.
 KY0465
 KY0465.The dynamic height is computed by dividing the NAVD 88
 KY0465.geopotential number by the normal gravity value computed on the
 KY0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0465.degrees latitude (g = 980.6199 gals.).
 KY0465
 KY0465.The modeled gravity was interpolated from observed gravity values.
 KY0465
 KY0465;                    North         East    Units  Estimated Accuracy
 KY0465;SPC PA S     -   109,020.      378,690.      MT  (+/- 180 meters Scaled)
 KY0465
 KY0465                          SUPERSEDED SURVEY CONTROL
 KY0465
 KY0465  NGVD 29 (??/??/92)  339.664  (m)         1114.38   (f) ADJ UNCH    2 0
 KY0465
 KY0465.Superseded values are not recommended for survey control.
 KY0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0465.See file dsdata.txt to determine how the superseded data were derived.
 KY0465
 KY0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE549596(NAD 83)
 KY0465_MARKER: DD = SURVEY DISK
 KY0465_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0465_SP_SET: BRIDGE
 KY0465_STAMPING: L 111 1957
 KY0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0465
 KY0465  HISTORY     - Date     Condition        Report By
 KY0465  HISTORY     - 1957     MONUMENTED       PADT
 KY0465  HISTORY     - 1957     GOOD             NGS
 KY0465
 KY0465                          STATION DESCRIPTION
 KY0465
 KY0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0465'2.7 MI W FROM HICKORY.
 KY0465'ABOUT 2.7 MILES WEST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 KY0465'AND BANK BUILDING AT HICKORY, 0.2 MILE NORTHEAST OF OVERPASS
 KY0465'OF PITTSBURG AND WEST VIRGINIA RAILWAY OVERPASS AT WOODROW,
 KY0465'22 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, IN THE TOP OF
 KY0465'THE WEST END OF EAST WING WALL OF A 12-FOOT ARCHED CONCRETE
 KY0465'BRIDGE, 1/2 FOOT EAST OF CONCRETE BANISTER AND ABOUT LEVEL WITH
 KY0465'HIGHWAY.  STAMPED BY THIS PARTY IN 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0447 ***********************************************************************
 KY0447  DESIGNATION -  L 112
 KY0447  PID         -  KY0447
 KY0447  STATE/COUNTY-  PA/WASHINGTON
 KY0447  USGS QUAD   -  AVELLA (1979)
 KY0447
 KY0447                         *CURRENT SURVEY CONTROL
 KY0447  ___________________________________________________________________
 KY0447* NAD 83(1986)-  40 16 55.     (N)    080 29 38.     (W)     SCALED    
 KY0447* NAVD 88     -       258.857  (meters)     849.27   (feet)  ADJUSTED  
 KY0447  ___________________________________________________________________
 KY0447  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KY0447  DYNAMIC HT  -         258.715 (meters)     848.80  (feet)  COMP
 KY0447  MODELED GRAV-     980,071.6   (mgal)                       NAVD 88
 KY0447
 KY0447  VERT ORDER  -  SECOND    CLASS 0
 KY0447
 KY0447.The horizontal coordinates were scaled from a topographic map and have
 KY0447.an estimated accuracy of +/- 6 seconds.
 KY0447
 KY0447.The orthometric height was determined by differential leveling
 KY0447.and adjusted by the National Geodetic Survey in June 1991..
 KY0447
 KY0447.The geoid height was determined by GEOID03.
 KY0447
 KY0447.The dynamic height is computed by dividing the NAVD 88
 KY0447.geopotential number by the normal gravity value computed on the
 KY0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0447.degrees latitude (g = 980.6199 gals.).
 KY0447
 KY0447.The modeled gravity was interpolated from observed gravity values.
 KY0447
 KY0447;                    North         East    Units  Estimated Accuracy
 KY0447;SPC PA S     -   108,950.      366,700.      MT  (+/- 180 meters Scaled)
 KY0447
 KY0447                          SUPERSEDED SURVEY CONTROL
 KY0447
 KY0447  NGVD 29 (??/??/92)  259.027  (m)          849.82   (f) ADJ UNCH    2 0
 KY0447
 KY0447.Superseded values are not recommended for survey control.
 KY0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0447.See file dsdata.txt to determine how the superseded data were derived.
 KY0447
 KY0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE430591(NAD 83)
 KY0447_MARKER: DB = BENCH MARK DISK
 KY0447_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0447_SP_SET: TUNNEL
 KY0447_STAMPING: L 112 1957
 KY0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0447
 KY0447  HISTORY     - Date     Condition        Report By
 KY0447  HISTORY     - 1957     MONUMENTED       CGS
 KY0447
 KY0447                          STATION DESCRIPTION
 KY0447
 KY0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0447'2.2 MI NW FROM AVELLA.
 KY0447'ABOUT 2.2 MILES NORTHWEST AND WEST ALONG THE PITTSBURGH AND
 KY0447'WEST VIRGINIA RAILWAY FROM THE STATION AT AVELLA, AT THE WEST
 KY0447'END OF TUNNEL NO. 7, SET VERTICALLY ABOUT 3 FEET ABOVE GROUND IN
 KY0447'THE WEST FACE OF WEST END OF CONCRETE TUNNEL, 8 1/2 FEET NORTH
 KY0447'OF NORTH RAIL, 1.9 FEET NORTH OF INSIDE FACE OF TUNNEL AND 1 1/2
 KY0447'FEET ABOVE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0532 ***********************************************************************
 KY0532  DESIGNATION -  L 113
 KY0532  PID         -  KY0532
 KY0532  STATE/COUNTY-  PA/WASHINGTON
 KY0532  USGS QUAD   -  WEST MIDDLETOWN (1977)
 KY0532
 KY0532                         *CURRENT SURVEY CONTROL
 KY0532  ___________________________________________________________________
 KY0532* NAD 83(1986)-  40 10 41.     (N)    080 25 49.     (W)     SCALED    
 KY0532* NAVD 88     -       284.416  (meters)     933.12   (feet)  ADJUSTED  
 KY0532  ___________________________________________________________________
 KY0532  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 KY0532  DYNAMIC HT  -         284.255 (meters)     932.59  (feet)  COMP
 KY0532  MODELED GRAV-     980,050.8   (mgal)                       NAVD 88
 KY0532
 KY0532  VERT ORDER  -  SECOND    CLASS 0
 KY0532
 KY0532.The horizontal coordinates were scaled from a topographic map and have
 KY0532.an estimated accuracy of +/- 6 seconds.
 KY0532
 KY0532.The orthometric height was determined by differential leveling
 KY0532.and adjusted by the National Geodetic Survey in June 1991..
 KY0532
 KY0532.The geoid height was determined by GEOID03.
 KY0532
 KY0532.The dynamic height is computed by dividing the NAVD 88
 KY0532.geopotential number by the normal gravity value computed on the
 KY0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0532.degrees latitude (g = 980.6199 gals.).
 KY0532
 KY0532.The modeled gravity was interpolated from observed gravity values.
 KY0532
 KY0532;                    North         East    Units  Estimated Accuracy
 KY0532;SPC PA S     -    97,260.      371,760.      MT  (+/- 180 meters Scaled)
 KY0532
 KY0532                          SUPERSEDED SURVEY CONTROL
 KY0532
 KY0532  NGVD 29 (??/??/92)  284.565  (m)          933.61   (f) ADJ UNCH    2 0
 KY0532
 KY0532.Superseded values are not recommended for survey control.
 KY0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0532.See file dsdata.txt to determine how the superseded data were derived.
 KY0532
 KY0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE485476(NAD 83)
 KY0532_MARKER: DB = BENCH MARK DISK
 KY0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0532_STAMPING: L 113 1957
 KY0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0532+STABILITY: SURFACE MOTION
 KY0532
 KY0532  HISTORY     - Date     Condition        Report By
 KY0532  HISTORY     - 1957     MONUMENTED       CGS
 KY0532
 KY0532                          STATION DESCRIPTION
 KY0532
 KY0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0532'2 MI SE FROM ACHESON.
 KY0532'ABOUT 0.35 MILE SOUTH ALONG STATE HIGHWAY 231 FROM THE JUNCTION
 KY0532'OF STATE HIGHWAY 331 AT ACHESON, THENCE ABOUT 1.6 MILES SOUTHEAST
 KY0532'ALONG A GRAVEL ROAD FOLLOWING BUFFALO CREEK UPSTREAM, ABOUT
 KY0532'0.8 MILE SOUTHEAST OF SOUTHEAST END OF A WOODEN TRUSS BRIDGE OVER
 KY0532'BUFFALO CREEK, ABOUT 1.25 MILES SOUTHWEST AND WEST OF THE
 KY0532'JUNCTION OF STATE HIGHWAY 221 AND A COVERED BRIDGE OVER BUFFALO
 KY0532'CREEK, 18 1/2 FEET NORTHEAST OF CENTER LINE OF ROAD, 70 FEET
 KY0532'NORTHWEST OF CENTER OF JUNCTION OF A ROAD NORTH, 28 FEET WEST
 KY0532'OF CENTER LINE OF ROAD NORTH, 16 FEET EAST OF AN 8-INCH MAPLE
 KY0532'TREE, 4 1/2 FEET NORTH OF AN 8-INCH CROOKED WALNUT TREE, 2 FEET
 KY0532'NORTHEAST OF A WHITE CONCRETE WITNESS POST, ABOUT 3 FEET ABOVE
 KY0532'LEVEL OF GRAVEL ROAD AND SET IN THE TOP OF A CONCRETE POST
 KY0532'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0576 ***********************************************************************
 KY0576  DESIGNATION -  L 114
 KY0576  PID         -  KY0576
 KY0576  STATE/COUNTY-  PA/WASHINGTON
 KY0576  USGS QUAD   -  CLAYSVILLE (1977)
 KY0576
 KY0576                         *CURRENT SURVEY CONTROL
 KY0576  ___________________________________________________________________
 KY0576* NAD 83(1986)-  40 05 22.     (N)    080 26 46.     (W)     SCALED    
 KY0576* NAVD 88     -       409.088  (meters)    1342.15   (feet)  ADJUSTED  
 KY0576  ___________________________________________________________________
 KY0576  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 KY0576  DYNAMIC HT  -         408.856 (meters)    1341.39  (feet)  COMP
 KY0576  MODELED GRAV-     980,045.4   (mgal)                       NAVD 88
 KY0576
 KY0576  VERT ORDER  -  SECOND    CLASS 0
 KY0576
 KY0576.The horizontal coordinates were scaled from a topographic map and have
 KY0576.an estimated accuracy of +/- 6 seconds.
 KY0576
 KY0576.The orthometric height was determined by differential leveling
 KY0576.and adjusted by the National Geodetic Survey in June 1991..
 KY0576
 KY0576.The geoid height was determined by GEOID03.
 KY0576
 KY0576.The dynamic height is computed by dividing the NAVD 88
 KY0576.geopotential number by the normal gravity value computed on the
 KY0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0576.degrees latitude (g = 980.6199 gals.).
 KY0576
 KY0576.The modeled gravity was interpolated from observed gravity values.
 KY0576
 KY0576;                    North         East    Units  Estimated Accuracy
 KY0576;SPC PA S     -    87,460.      370,110.      MT  (+/- 180 meters Scaled)
 KY0576
 KY0576                          SUPERSEDED SURVEY CONTROL
 KY0576
 KY0576  NGVD 29 (??/??/92)  409.229  (m)         1342.61   (f) ADJ UNCH    2 0
 KY0576
 KY0576.Superseded values are not recommended for survey control.
 KY0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0576.See file dsdata.txt to determine how the superseded data were derived.
 KY0576
 KY0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE472378(NAD 83)
 KY0576_MARKER: DB = BENCH MARK DISK
 KY0576_SETTING: 66 = SET IN ROCK OUTCROP
 KY0576_SP_SET: ROCK CUT
 KY0576_STAMPING: L 114 1957
 KY0576_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY0576+STABILITY: POSITION/ELEVATION WELL
 KY0576
 KY0576  HISTORY     - Date     Condition        Report By
 KY0576  HISTORY     - 1957     MONUMENTED       CGS
 KY0576
 KY0576                          STATION DESCRIPTION
 KY0576
 KY0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0576'3.2 MI SW FROM CLAYSVILLE.
 KY0576'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 231 FROM THE
 KY0576'CROSSING OF THE BALTIMORE AND OHIO RAILROAD AT CLAYSVILLE,
 KY0576'THENCE ABOUT 3.05 MILES SOUTHWEST ALONG A BLACK TOP ROAD, ABOUT
 KY0576'250 YARDS NORTH OF JUNCTION OF A BLACK TOP ROAD LEADING
 KY0576'SOUTHEAST TO GOOD INTENT, 10 FEET NORTHWEST OF CENTER LINE
 KY0576'OF ROAD, SET VERTICALLY IN THE SOUTHEAST FACE OF A LAYERED
 KY0576'ROCK AT BOTTOM OF A 5 1/2-FOOT HIGH CUT, 132 FEET NORTHEAST OF
 KY0576'A FENCE CORNER, 84 1/2 FEET WEST-SOUTHWEST AND ACROSS ROAD
 KY0576'FROM PIPE LINE MARKER NO. 1758, 124 FEET SOUTHWEST OF ANOTHER
 KY0576'PIPE LINE MARKER, ABOUT LEVEL WITH ROAD AND ABOUT 1 FOOT ABOVE
 KY0576'DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0328 ***********************************************************************
 KY0328  DESIGNATION -  L 115
 KY0328  PID         -  KY0328
 KY0328  STATE/COUNTY-  PA/WASHINGTON
 KY0328  USGS QUAD   -  WASHINGTON WEST (1969)
 KY0328
 KY0328                         *CURRENT SURVEY CONTROL
 KY0328  ___________________________________________________________________
 KY0328* NAD 83(1986)-  40 10 39.     (N)    080 15 39.     (W)     SCALED    
 KY0328* NAVD 88     -       312.444  (meters)    1025.08   (feet)  ADJUSTED  
 KY0328  ___________________________________________________________________
 KY0328  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 KY0328  DYNAMIC HT  -         312.269 (meters)    1024.50  (feet)  COMP
 KY0328  MODELED GRAV-     980,056.3   (mgal)                       NAVD 88
 KY0328
 KY0328  VERT ORDER  -  SECOND    CLASS 0
 KY0328
 KY0328.The horizontal coordinates were scaled from a topographic map and have
 KY0328.an estimated accuracy of +/- 6 seconds.
 KY0328
 KY0328.The orthometric height was determined by differential leveling
 KY0328.and adjusted by the National Geodetic Survey in June 1991..
 KY0328.WARNING-Repeat measurements at this control monument indicate possible
 KY0328.vertical movement.
 KY0328
 KY0328.The geoid height was determined by GEOID03.
 KY0328
 KY0328.The dynamic height is computed by dividing the NAVD 88
 KY0328.geopotential number by the normal gravity value computed on the
 KY0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0328.degrees latitude (g = 980.6199 gals.).
 KY0328
 KY0328.The modeled gravity was interpolated from observed gravity values.
 KY0328
 KY0328;                    North         East    Units  Estimated Accuracy
 KY0328;SPC PA S     -    96,770.      386,180.      MT  (+/- 180 meters Scaled)
 KY0328
 KY0328                          SUPERSEDED SURVEY CONTROL
 KY0328
 KY0328  NGVD 29 (??/??/92)  312.578  (m)         1025.52   (f) ADJ UNCH    2 0
 KY0328
 KY0328.Superseded values are not recommended for survey control.
 KY0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0328.See file dsdata.txt to determine how the superseded data were derived.
 KY0328
 KY0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE629477(NAD 83)
 KY0328_MARKER: DB = BENCH MARK DISK
 KY0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0328_STAMPING: L 115 1935
 KY0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0328+STABILITY: SURFACE MOTION
 KY0328
 KY0328  HISTORY     - Date     Condition        Report By
 KY0328  HISTORY     - 1935     MONUMENTED       CGS
 KY0328  HISTORY     - 1957     GOOD             NGS
 KY0328  HISTORY     - 1960     MARK NOT FOUND   NGS
 KY0328
 KY0328                          STATION DESCRIPTION
 KY0328
 KY0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KY0328'AT WASHINGTON.
 KY0328'AT WASHINGTON, ALONG THE PENNSYLVANIA RAILROAD, NEAR THE
 KY0328'INTERSECTION OF CHARTIERS STREET AND OAKLAND AVENUE, 31 FEET
 KY0328'SOUTHEAST OF THE CENTER LINE OF OAKLAND AVENUE, 23 1/2 FEET
 KY0328'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK OF THE
 KY0328'PENNSYLVANIA RAILROAD, 2.7 FEET SOUTH-SOUTHEAST OF A TELEPHONE
 KY0328'POLE, ABOUT LEVEL WITH THE TOP OF THE RAIL AND SET IN THE
 KY0328'TOP OF A CONCRETE POST 5 INCHES BELOW THE SURFACE OF THE
 KY0328'GROUND.
 KY0328
 KY0328                          STATION RECOVERY (1960)
 KY0328
 KY0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KY0328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JX0021 ***********************************************************************
 JX0021  DESIGNATION -  L 116
 JX0021  PID         -  JX0021
 JX0021  STATE/COUNTY-  PA/GREENE
 JX0021  USGS QUAD   -  WAYNESBURG (1973)
 JX0021
 JX0021                         *CURRENT SURVEY CONTROL
 JX0021  ___________________________________________________________________
 JX0021* NAD 83(1986)-  39 56 12.     (N)    080 14 45.     (W)     SCALED    
 JX0021* NAVD 88     -       294.756  (meters)     967.05   (feet)  ADJUSTED  
 JX0021  ___________________________________________________________________
 JX0021  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 JX0021  DYNAMIC HT  -         294.589 (meters)     966.50  (feet)  COMP
 JX0021  MODELED GRAV-     980,052.9   (mgal)                       NAVD 88
 JX0021
 JX0021  VERT ORDER  -  SECOND    CLASS 0
 JX0021
 JX0021.The horizontal coordinates were scaled from a topographic map and have
 JX0021.an estimated accuracy of +/- 6 seconds.
 JX0021
 JX0021.The orthometric height was determined by differential leveling
 JX0021.and adjusted by the National Geodetic Survey in June 1991..
 JX0021
 JX0021.The geoid height was determined by GEOID03.
 JX0021
 JX0021.The dynamic height is computed by dividing the NAVD 88
 JX0021.geopotential number by the normal gravity value computed on the
 JX0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0021.degrees latitude (g = 980.6199 gals.).
 JX0021
 JX0021.The modeled gravity was interpolated from observed gravity values.
 JX0021
 JX0021;                    North         East    Units  Estimated Accuracy
 JX0021;SPC PA S     -    70,010.      386,700.      MT  (+/- 180 meters Scaled)
 JX0021
 JX0021                          SUPERSEDED SURVEY CONTROL
 JX0021
 JX0021  NGVD 29 (??/??/92)  294.895  (m)          967.50   (f) ADJ UNCH    2 0
 JX0021
 JX0021.Superseded values are not recommended for survey control.
 JX0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0021.See file dsdata.txt to determine how the superseded data were derived.
 JX0021
 JX0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE644210(NAD 83)
 JX0021_MARKER: DB = BENCH MARK DISK
 JX0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JX0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JX0021_STAMPING: L 116 1935
 JX0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JX0021+STABILITY: SURFACE MOTION
 JX0021
 JX0021  HISTORY     - Date     Condition        Report By
 JX0021  HISTORY     - 1935     MONUMENTED       CGS
 JX0021  HISTORY     - 1936     GOOD             NGS
 JX0021
 JX0021                          STATION DESCRIPTION
 JX0021
 JX0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0021'2.5 MI N FROM REES MILL.
 JX0021'2.5 MILES NORTH ALONG THE WAYNESBURG AND WASHINGTON RAILROAD
 JX0021'FROM THE STATION AT REES MILL, GREENE COUNTY, 300 FEET SOUTHWEST
 JX0021'OF A LARGE TWO-STORY WHITE FARMHOUSE, 63 FEET WEST OF THE
 JX0021'CENTERLINE OF A NORTH-AND-SOUTH ROAD, AND 21 FEET EAST OF THE
 JX0021'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED L 116 1935
 JX0021'AND SET IN THE TOP OF A CONCRETE POST.
 JX0021
 JX0021                          STATION RECOVERY (1936)
 JX0021
 JX0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 JX0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1148 ***********************************************************************
 KX1148  DESIGNATION -  L 117
 KX1148  PID         -  KX1148
 KX1148  STATE/COUNTY-  PA/SOMERSET
 KX1148  USGS QUAD   -  BAKERSVILLE (1977)
 KX1148
 KX1148                         *CURRENT SURVEY CONTROL
 KX1148  ___________________________________________________________________
 KX1148* NAD 83(1986)-  40 03 52.     (N)    079 14 07.     (W)     SCALED    
 KX1148* NAVD 88     -       710.955  (meters)    2332.52   (feet)  ADJUSTED  
 KX1148  ___________________________________________________________________
 KX1148  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 KX1148  DYNAMIC HT  -         710.538 (meters)    2331.16  (feet)  COMP
 KX1148  MODELED GRAV-     980,014.7   (mgal)                       NAVD 88
 KX1148
 KX1148  VERT ORDER  -  SECOND    CLASS 0
 KX1148
 KX1148.The horizontal coordinates were scaled from a topographic map and have
 KX1148.an estimated accuracy of +/- 6 seconds.
 KX1148
 KX1148.The orthometric height was determined by differential leveling
 KX1148.and adjusted by the National Geodetic Survey in June 1991..
 KX1148
 KX1148.The geoid height was determined by GEOID03.
 KX1148
 KX1148.The dynamic height is computed by dividing the NAVD 88
 KX1148.geopotential number by the normal gravity value computed on the
 KX1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1148.degrees latitude (g = 980.6199 gals.).
 KX1148
 KX1148.The modeled gravity was interpolated from observed gravity values.
 KX1148
 KX1148;                    North         East    Units  Estimated Accuracy
 KX1148;SPC PA S     -    82,240.      473,290.      MT  (+/- 180 meters Scaled)
 KX1148
 KX1148                          SUPERSEDED SURVEY CONTROL
 KX1148
 KX1148  NGVD 29 (??/??/92)  711.09   (m)         2333.0    (f) COMPUTED    2 0
 KX1148
 KX1148.Superseded values are not recommended for survey control.
 KX1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1148.See file dsdata.txt to determine how the superseded data were derived.
 KX1148
 KX1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE504364(NAD 83)
 KX1148_MARKER: DB = BENCH MARK DISK
 KX1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1148_STAMPING: L 117 1935
 KX1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1148+STABILITY: SURFACE MOTION
 KX1148
 KX1148  HISTORY     - Date     Condition        Report By
 KX1148  HISTORY     - 1935     MONUMENTED       CGS
 KX1148
 KX1148                          STATION DESCRIPTION
 KX1148
 KX1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KX1148'2 MI W FROM BAKERSVILLE.
 KX1148'ALONG STATE HIGHWAY 31, 50 FEET EAST OF ROAD TO KOOSER, STATE
 KX1148'FOREST PUBLIC CAMP GROUNDS, 22 FEET SOUTH OF CENTER LINE OF
 KX1148'HIGHWAY 31, 6 FEET SOUTHWEST OF TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JX0030 ***********************************************************************
 JX0030  DESIGNATION -  L 119
 JX0030  PID         -  JX0030
 JX0030  STATE/COUNTY-  PA/GREENE
 JX0030  USGS QUAD   -  WAYNESBURG (1973)
 JX0030
 JX0030                         *CURRENT SURVEY CONTROL
 JX0030  ___________________________________________________________________
 JX0030* NAD 83(1986)-  39 53 47.     (N)    080 10 14.     (W)     SCALED    
 JX0030* NAVD 88     -       283.584  (meters)     930.39   (feet)  ADJUSTED  
 JX0030  ___________________________________________________________________
 JX0030  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 JX0030  DYNAMIC HT  -         283.423 (meters)     929.86  (feet)  COMP
 JX0030  MODELED GRAV-     980,050.7   (mgal)                       NAVD 88
 JX0030
 JX0030  VERT ORDER  -  SECOND    CLASS 0
 JX0030
 JX0030.The horizontal coordinates were scaled from a topographic map and have
 JX0030.an estimated accuracy of +/- 6 seconds.
 JX0030
 JX0030.The orthometric height was determined by differential leveling
 JX0030.and adjusted by the National Geodetic Survey in June 1991..
 JX0030
 JX0030.The geoid height was determined by GEOID03.
 JX0030
 JX0030.The dynamic height is computed by dividing the NAVD 88
 JX0030.geopotential number by the normal gravity value computed on the
 JX0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JX0030.degrees latitude (g = 980.6199 gals.).
 JX0030
 JX0030.The modeled gravity was interpolated from observed gravity values.
 JX0030
 JX0030;                    North         East    Units  Estimated Accuracy
 JX0030;SPC PA S     -    65,360.      393,010.      MT  (+/- 180 meters Scaled)
 JX0030
 JX0030                          SUPERSEDED SURVEY CONTROL
 JX0030
 JX0030  NGVD 29 (??/??/92)  283.726  (m)          930.86   (f) ADJ UNCH    2 0
 JX0030
 JX0030.Superseded values are not recommended for survey control.
 JX0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JX0030.See file dsdata.txt to determine how the superseded data were derived.
 JX0030
 JX0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNE709165(NAD 83)
 JX0030_MARKER: DB = BENCH MARK DISK
 JX0030_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JX0030_SP_SET: BRIDGE
 JX0030_STAMPING: L 119 1935
 JX0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JX0030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JX0030+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2003
 JX0030
 JX0030  HISTORY     - Date     Condition        Report By
 JX0030  HISTORY     - 1935     MONUMENTED       CGS
 JX0030  HISTORY     - 1936     GOOD             NGS
 JX0030  HISTORY     - 19991216 GOOD             PADT
 JX0030  HISTORY     - 20031120 GOOD             T3GLOB
 JX0030
 JX0030                          STATION DESCRIPTION
 JX0030
 JX0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JX0030'0.9 MI S FROM WAYNESBURG.
 JX0030'0.9 MILE SOUTH ALONG U.S. HIGHWAY 19 FROM THE COUNTY COURTHOUSE
 JX0030'AT WAYNESBURG, GREENE COUNTY, AT A CONCRETE BRIDGE OVER SOUTH
 JX0030'FORK TEN MILE CREEK, AND IN THE TOP OF THE SOUTHWEST WING WALL
 JX0030'OF THE NORTHWEST ABUTMENT.  A STANDARD DISK, STAMPED L 119 1935.
 JX0030
 JX0030                          STATION RECOVERY (1936)
 JX0030
 JX0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 JX0030'RECOVERED IN GOOD CONDITION.
 JX0030
 JX0030                          STATION RECOVERY (1999)
 JX0030
 JX0030'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (AAP)
 JX0030'RECOVERED IN GOOD CONDITION.
 JX0030
 JX0030                          STATION RECOVERY (2003)
 JX0030
 JX0030'RECOVERY NOTE BY T3 GLOBAL STRATEGIES 2003 (BAW)
 JX0030'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2518 ***********************************************************************
 KV2518  DESIGNATION -  L 12
 KV2518  PID         -  KV2518
 KV2518  STATE/COUNTY-  PA/LEHIGH
 KV2518  USGS QUAD   -  ALLENTOWN WEST (1992)
 KV2518
 KV2518                         *CURRENT SURVEY CONTROL
 KV2518  ___________________________________________________________________
 KV2518* NAD 83(1986)-  40 31 06.     (N)    075 33 13.     (W)     SCALED    
 KV2518* NAVD 88     -       113.769  (meters)     373.26   (feet)  ADJUSTED  
 KV2518  ___________________________________________________________________
 KV2518  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 KV2518  DYNAMIC HT  -         113.710 (meters)     373.06  (feet)  COMP
 KV2518  MODELED GRAV-     980,113.5   (mgal)                       NAVD 88
 KV2518
 KV2518  VERT ORDER  -  FIRST     CLASS II
 KV2518
 KV2518.The horizontal coordinates were scaled from a topographic map and have
 KV2518.an estimated accuracy of +/- 6 seconds.
 KV2518
 KV2518.The orthometric height was determined by differential leveling
 KV2518.and adjusted by the National Geodetic Survey in June 1991..
 KV2518
 KV2518.The geoid height was determined by GEOID03.
 KV2518
 KV2518.The dynamic height is computed by dividing the NAVD 88
 KV2518.geopotential number by the normal gravity value computed on the
 KV2518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2518.degrees latitude (g = 980.6199 gals.).
 KV2518
 KV2518.The modeled gravity was interpolated from observed gravity values.
 KV2518
 KV2518;                    North         East    Units  Estimated Accuracy
 KV2518;SPC PA S     -   133,890.      786,110.      MT  (+/- 180 meters Scaled)
 KV2518
 KV2518                          SUPERSEDED SURVEY CONTROL
 KV2518
 KV2518  NGVD 29 (??/??/??)  113.984  (m)          373.96   (f) ADJUSTED    1 2
 KV2518
 KV2518.Superseded values are not recommended for survey control.
 KV2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2518.See file dsdata.txt to determine how the superseded data were derived.
 KV2518
 KV2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK531854(NAD 83)
 KV2518_MARKER: DB = BENCH MARK DISK
 KV2518_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2518_SP_SET: BRIDGE SEAT
 KV2518_STAMPING: 373.963 L 12 1932
 KV2518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2518
 KV2518  HISTORY     - Date     Condition        Report By
 KV2518  HISTORY     - 1932     MONUMENTED       CGS
 KV2518  HISTORY     - 1979     MARK NOT FOUND   NGS
 KV2518  HISTORY     - 1985     GOOD             LOCENG
 KV2518  HISTORY     - 19950408 GOOD             USPSQD
 KV2518  HISTORY     - 20020130 GOOD             USPSQD
 KV2518
 KV2518                          STATION DESCRIPTION
 KV2518
 KV2518'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 KV2518'0.3 MI E FROM MACUNGIE.
 KV2518'0.3 MILE EAST ALONG THE READING CO. RAILROAD FROM MACUNGIE,
 KV2518'LEHIGH COUNTY, 100 YARDS EAST OF SEMAPHORE 61, AT THE WEST END
 KV2518'OF MACUNGIE SIDING, AT THE EAST ABUTMENT OF BRIDGE 26/58, IN
 KV2518'THE TOP OF THE NORTH END OF THE BRIDGE SEAT, 4 FEET NORTH OF
 KV2518'THE NORTH RAIL, AND ABOUT 4 FEET LOWER THAN THE TOP OF THE RAIL.
 KV2518'A STANDARD DISK, STAMPED 373.963 L 12 1932.
 KV2518
 KV2518                          STATION RECOVERY (1979)
 KV2518
 KV2518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV2518'MARK NOT FOUND.
 KV2518
 KV2518                          STATION RECOVERY (1985)
 KV2518
 KV2518'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985
 KV2518'RECOVERED IN GOOD CONDITION.
 KV2518
 KV2518                          STATION RECOVERY (1995)
 KV2518
 KV2518'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV2518'RECOVERED IN GOOD CONDITION.
 KV2518
 KV2518                          STATION RECOVERY (2002)
 KV2518
 KV2518'RECOVERY NOTE BY US POWER SQUADRON 2002 (NCS)
 KV2518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0902 ***********************************************************************
 JW0902  DESIGNATION -  L 120
 JW0902  PID         -  JW0902
 JW0902  STATE/COUNTY-  PA/FAYETTE
 JW0902  USGS QUAD   -  LAKE LYNN (1976)
 JW0902
 JW0902                         *CURRENT SURVEY CONTROL
 JW0902  ___________________________________________________________________
 JW0902* NAD 83(1986)-  39 43 28.     (N)    079 51 23.     (W)     SCALED    
 JW0902* NAVD 88     -       261.485  (meters)     857.89   (feet)  ADJUSTED  
 JW0902  ___________________________________________________________________
 JW0902  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 JW0902  DYNAMIC HT  -         261.334 (meters)     857.39  (feet)  COMP
 JW0902  MODELED GRAV-     980,041.8   (mgal)                       NAVD 88
 JW0902
 JW0902  VERT ORDER  -  FIRST     CLASS II
 JW0902
 JW0902.The horizontal coordinates were scaled from a topographic map and have
 JW0902.an estimated accuracy of +/- 6 seconds.
 JW0902
 JW0902.The orthometric height was determined by differential leveling
 JW0902.and adjusted by the National Geodetic Survey in June 1991..
 JW0902
 JW0902.The geoid height was determined by GEOID03.
 JW0902
 JW0902.The dynamic height is computed by dividing the NAVD 88
 JW0902.geopotential number by the normal gravity value computed on the
 JW0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0902.degrees latitude (g = 980.6199 gals.).
 JW0902
 JW0902.The modeled gravity was interpolated from observed gravity values.
 JW0902
 JW0902;                    North         East    Units  Estimated Accuracy
 JW0902;SPC PA S     -    45,580.      419,420.      MT  (+/- 180 meters Scaled)
 JW0902
 JW0902                          SUPERSEDED SURVEY CONTROL
 JW0902
 JW0902  NGVD 29 (??/??/92)  261.595  (m)          858.25   (f) ADJ UNCH    1 2
 JW0902
 JW0902.Superseded values are not recommended for survey control.
 JW0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0902.See file dsdata.txt to determine how the superseded data were derived.
 JW0902
 JW0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SND980977(NAD 83)
 JW0902_MARKER: DD = SURVEY DISK
 JW0902_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0902_SP_SET: BRIDGE
 JW0902_STAMPING: L 120 1935
 JW0902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0902
 JW0902  HISTORY     - Date     Condition        Report By
 JW0902  HISTORY     - 1935     MONUMENTED       CGS
 JW0902  HISTORY     - 1957     MARK NOT FOUND   USGS
 JW0902  HISTORY     - 1983     MARK NOT FOUND   NGS
 JW0902
 JW0902                          STATION DESCRIPTION
 JW0902
 JW0902'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 JW0902'AT LAKE LYNN.
 JW0902'AT LAKE LYNN, AT THE BALTIMORE AND OHIO RAILROAD BRIDGE OVER
 JW0902'GRASSY RUN, IN THE TOP OF THE SOUTHWEST CORNER OF THE NORTH
 JW0902'HEADWALL, AND 6 FEET WEST OF THE CENTERLINE OF THE TRACK.  A
 JW0902'STANDARD DISK, STAMPED L 120 1935.
 JW0902
 JW0902                          STATION RECOVERY (1983)
 JW0902
 JW0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JW0902'NOT RECOVERED, THE DESCRIPTION IS NOW INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0041 ***********************************************************************
 KY0041  DESIGNATION -  L 121
 KY0041  PID         -  KY0041
 KY0041  STATE/COUNTY-  PA/BEAVER
 KY0041  USGS QUAD   -  BEAVER (1979)
 KY0041
 KY0041                         *CURRENT SURVEY CONTROL
 KY0041  ___________________________________________________________________
 KY0041* NAD 83(1986)-  40 41 53.     (N)    080 17 17.     (W)     SCALED    
 KY0041* NAVD 88     -       217.032  (meters)     712.05   (feet)  ADJUSTED  
 KY0041  ___________________________________________________________________
 KY0041  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 KY0041  DYNAMIC HT  -         216.923 (meters)     711.69  (feet)  COMP
 KY0041  MODELED GRAV-     980,115.4   (mgal)                       NAVD 88
 KY0041
 KY0041  VERT ORDER  -  FIRST     CLASS I
 KY0041
 KY0041.The horizontal coordinates were scaled from a topographic map and have
 KY0041.an estimated accuracy of +/- 6 seconds.
 KY0041
 KY0041.The orthometric height was determined by differential leveling
 KY0041.and adjusted by the National Geodetic Survey in June 1991..
 KY0041.WARNING-Repeat measurements at this control monument indicate possible
 KY0041.vertical movement.
 KY0041
 KY0041.The geoid height was determined by GEOID03.
 KY0041
 KY0041.The dynamic height is computed by dividing the NAVD 88
 KY0041.geopotential number by the normal gravity value computed on the
 KY0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0041.degrees latitude (g = 980.6199 gals.).
 KY0041
 KY0041.The modeled gravity was interpolated from observed gravity values.
 KY0041
 KY0041;                    North         East    Units  Estimated Accuracy
 KY0041;SPC PA S     -   154,620.      385,530.      MT  (+/- 180 meters Scaled)
 KY0041
 KY0041                          SUPERSEDED SURVEY CONTROL
 KY0041
 KY0041  NGVD 29 (??/??/92)  217.145  (m)          712.42   (f) ADJ UNCH    1 1
 KY0041
 KY0041.Superseded values are not recommended for survey control.
 KY0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0041.See file dsdata.txt to determine how the superseded data were derived.
 KY0041
 KY0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF601054(NAD 83)
 KY0041_MARKER: DB = BENCH MARK DISK
 KY0041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0041_SP_SET: WALL
 KY0041_STAMPING: L 121 193
 KY0041_MARK LOGO: CGS   
 KY0041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0041
 KY0041  HISTORY     - Date     Condition        Report By
 KY0041  HISTORY     - UNK      MONUMENTED       CGS
 KY0041  HISTORY     - 1966     POOR             NGS
 KY0041  HISTORY     - 1983     GOOD             NGS
 KY0041
 KY0041                          STATION DESCRIPTION
 KY0041
 KY0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY0041'AT ROCHESTER.
 KY0041'ABOUT 0.3 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY0041'STATION AT ROCHESTER, AT THE SOUTHEAST CORNER OF THE RAILROAD
 KY0041'BRIDGE OVER BEAVER RIVER, 9 FEET SOUTH OF THE SOUTH RAIL OF THE
 KY0041'EAST-BOUND TRACK, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 KY0041'WALL OF THE BRIDGE AND OVER A NARROW GRAVELED ROAD, THE MARK
 KY0041'IS DIRECTLY OVER THE SOUTH END OF THE EAST ABUTMENT OF THE
 KY0041'RAILROAD BRIDGE AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.  ABOUT
 KY0041'0.6 MILE NORTHEAST OF BM 13A (USE) AT BEAVER.
 KY0041
 KY0041                          STATION RECOVERY (1983)
 KY0041
 KY0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0427 ***********************************************************************
 KX0427  DESIGNATION -  L 122
 KX0427  PID         -  KX0427
 KX0427  STATE/COUNTY-  PA/CAMBRIA
 KX0427  USGS QUAD   -  EBENSBURG (1994)
 KX0427
 KX0427                         *CURRENT SURVEY CONTROL
 KX0427  ___________________________________________________________________
 KX0427* NAD 83(1986)-  40 24 20.     (N)    078 38 27.     (W)     SCALED    
 KX0427* NAVD 88     -       549.366  (meters)    1802.38   (feet)  ADJUSTED  
 KX0427  ___________________________________________________________________
 KX0427  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KX0427  DYNAMIC HT  -         549.059 (meters)    1801.37  (feet)  COMP
 KX0427  MODELED GRAV-     980,048.0   (mgal)                       NAVD 88
 KX0427
 KX0427  VERT ORDER  -  FIRST     CLASS I
 KX0427
 KX0427.The horizontal coordinates were scaled from a topographic map and have
 KX0427.an estimated accuracy of +/- 6 seconds.
 KX0427
 KX0427.The orthometric height was determined by differential leveling
 KX0427.and adjusted by the National Geodetic Survey in June 1991..
 KX0427.WARNING-Repeat measurements at this control monument indicate possible
 KX0427.vertical movement.
 KX0427
 KX0427.The geoid height was determined by GEOID03.
 KX0427
 KX0427.The dynamic height is computed by dividing the NAVD 88
 KX0427.geopotential number by the normal gravity value computed on the
 KX0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0427.degrees latitude (g = 980.6199 gals.).
 KX0427
 KX0427.The modeled gravity was interpolated from observed gravity values.
 KX0427
 KX0427;                    North         East    Units  Estimated Accuracy
 KX0427;SPC PA S     -   119,440.      524,390.      MT  (+/- 180 meters Scaled)
 KX0427
 KX0427                          SUPERSEDED SURVEY CONTROL
 KX0427
 KX0427  NGVD 29 (??/??/92)  549.502  (m)         1802.82   (f) ADJ UNCH    1 1
 KX0427
 KX0427.Superseded values are not recommended for survey control.
 KX0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0427.See file dsdata.txt to determine how the superseded data were derived.
 KX0427
 KX0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE001754(NAD 83)
 KX0427_MARKER: DB = BENCH MARK DISK
 KX0427_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0427_SP_SET: CONCRETE BASE
 KX0427_STAMPING: L 122 1941
 KX0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0427
 KX0427  HISTORY     - Date     Condition        Report By
 KX0427  HISTORY     - 1941     MONUMENTED       CGS
 KX0427  HISTORY     - 1966     GOOD             NGS
 KX0427
 KX0427                          STATION DESCRIPTION
 KX0427
 KX0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0427'2 MI SW FROM LILLY.
 KX0427'ABOUT 2.05 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX0427'THE FOOTBRIDGE OVER THE PENNSYLVANIA RAILROAD AT LILLY, ABOUT
 KX0427'400 FEET SOUTHWEST OF MILEPOST 256, AT CASSANDRA, SET IN THE TOP
 KX0427'OF THE EAST CORNER OF AN ABANDONED CONCRETE BASE, NEAR THE
 KX0427'NORTHEAST END OF A STREET UNDERPASS, 12.7 FEET SOUTH OF THE
 KX0427'NORTHEAST END OF THE NORTHWEST CONCRETE HEAD WALL OF THE UNDERPASS,
 KX0427'3.2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK,
 KX0427'1.0 FOOT SOUTHWEST OF THE NORTHEAST SIDE OF THE ABANDONED
 KX0427'WAITING PLATFORM AND 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0496 ***********************************************************************
 KX0496  DESIGNATION -  L 123
 KX0496  PID         -  KX0496
 KX0496  STATE/COUNTY-  PA/CAMBRIA
 KX0496  USGS QUAD   -  VINTONDALE (1998)
 KX0496
 KX0496                         *CURRENT SURVEY CONTROL
 KX0496  ___________________________________________________________________
 KX0496* NAD 83(1986)-  40 22 52.     (N)    078 58 01.     (W)     SCALED    
 KX0496* NAVD 88     -       347.685  (meters)    1140.70   (feet)  ADJUSTED  
 KX0496  ___________________________________________________________________
 KX0496  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 KX0496  DYNAMIC HT  -         347.499 (meters)    1140.09  (feet)  COMP
 KX0496  MODELED GRAV-     980,081.1   (mgal)                       NAVD 88
 KX0496
 KX0496  VERT ORDER  -  FIRST     CLASS I
 KX0496
 KX0496.The horizontal coordinates were scaled from a topographic map and have
 KX0496.an estimated accuracy of +/- 6 seconds.
 KX0496
 KX0496.The orthometric height was determined by differential leveling
 KX0496.and adjusted by the National Geodetic Survey in June 1991..
 KX0496.WARNING-Repeat measurements at this control monument indicate possible
 KX0496.vertical movement.
 KX0496
 KX0496.The geoid height was determined by GEOID03.
 KX0496
 KX0496.The dynamic height is computed by dividing the NAVD 88
 KX0496.geopotential number by the normal gravity value computed on the
 KX0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0496.degrees latitude (g = 980.6199 gals.).
 KX0496
 KX0496.The modeled gravity was interpolated from observed gravity values.
 KX0496
 KX0496;                    North         East    Units  Estimated Accuracy
 KX0496;SPC PA S     -   117,050.      496,670.      MT  (+/- 180 meters Scaled)
 KX0496
 KX0496                          SUPERSEDED SURVEY CONTROL
 KX0496
 KX0496  NGVD 29 (??/??/92)  347.855  (m)         1141.25   (f) ADJ UNCH    1 1
 KX0496
 KX0496.Superseded values are not recommended for survey control.
 KX0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0496.See file dsdata.txt to determine how the superseded data were derived.
 KX0496
 KX0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE725720(NAD 83)
 KX0496_MARKER: DB = BENCH MARK DISK
 KX0496_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0496_SP_SET: CONCRETE BASE
 KX0496_STAMPING: L 123 1941
 KX0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0496
 KX0496  HISTORY     - Date     Condition        Report By
 KX0496  HISTORY     - 1941     MONUMENTED       CGS
 KX0496  HISTORY     - 1966     GOOD             NGS
 KX0496
 KX0496                          STATION DESCRIPTION
 KX0496
 KX0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0496'5 MI NW FROM JOHNSTOWN.
 KX0496'ABOUT 5.05 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX0496'THE STATION AT JOHNSTOWN, 0.15 MILE NORTHWEST OF MILEPOST 280,
 KX0496'ABOUT 0.3 MILE SOUTHEAST OF SIGNAL BRIDGE NO. 280-5 AND 280-4,
 KX0496'SET ON THE TOP OF A 3-BY-3-FOOT ABANDONED CONCRETE BASE, 102
 KX0496'FEET NORTHEAST OF AND ACROSS ALL TRACKS FROM THE 7 TH TELEPHONE
 KX0496'POLE NORTHWEST OF MILEPOST 280, 20 FEET EAST OF THE EAST RAIL
 KX0496'OF THE EAST TRACK, 1/2 FOOT ABOVE THE LEVEL OF THE GROUND AND
 KX0496'1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0999 ***********************************************************************
 KX0999  DESIGNATION -  L 124
 KX0999  PID         -  KX0999
 KX0999  STATE/COUNTY-  PA/WESTMORELAND
 KX0999  USGS QUAD   -  DERRY (1977)
 KX0999
 KX0999                         *CURRENT SURVEY CONTROL
 KX0999  ___________________________________________________________________
 KX0999* NAD 83(1986)-  40 21 29.     (N)    079 16 21.     (W)     SCALED    
 KX0999* NAVD 88     -       349.848  (meters)    1147.79   (feet)  ADJUSTED  
 KX0999  ___________________________________________________________________
 KX0999  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KX0999  DYNAMIC HT  -         349.662 (meters)    1147.18  (feet)  COMP
 KX0999  MODELED GRAV-     980,083.0   (mgal)                       NAVD 88
 KX0999
 KX0999  VERT ORDER  -  FIRST     CLASS II
 KX0999
 KX0999.The horizontal coordinates were scaled from a topographic map and have
 KX0999.an estimated accuracy of +/- 6 seconds.
 KX0999
 KX0999.The orthometric height was determined by differential leveling
 KX0999.and adjusted by the National Geodetic Survey in June 1991..
 KX0999
 KX0999.The geoid height was determined by GEOID03.
 KX0999
 KX0999.The dynamic height is computed by dividing the NAVD 88
 KX0999.geopotential number by the normal gravity value computed on the
 KX0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0999.degrees latitude (g = 980.6199 gals.).
 KX0999
 KX0999.The modeled gravity was interpolated from observed gravity values.
 KX0999
 KX0999;                    North         East    Units  Estimated Accuracy
 KX0999;SPC PA S     -   114,900.      470,680.      MT  (+/- 180 meters Scaled)
 KX0999
 KX0999                          SUPERSEDED SURVEY CONTROL
 KX0999
 KX0999  NGVD 29 (??/??/92)  350.01   (m)         1148.3    (f) COMPUTED    1 2
 KX0999
 KX0999.Superseded values are not recommended for survey control.
 KX0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0999.See file dsdata.txt to determine how the superseded data were derived.
 KX0999
 KX0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE466689(NAD 83)
 KX0999_MARKER: DB = BENCH MARK DISK
 KX0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0999_STAMPING: L 124 1941
 KX0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0999+STABILITY: SURFACE MOTION
 KX0999
 KX0999  HISTORY     - Date     Condition        Report By
 KX0999  HISTORY     - 1941     MONUMENTED       CGS
 KX0999  HISTORY     - 1966     MARK NOT FOUND   NGS
 KX0999
 KX0999                          STATION DESCRIPTION
 KX0999
 KX0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0999'5.1 MI SW FROM TORRANCE.
 KX0999'5.1 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM TORRANCE,
 KX0999'WESTMORELAND COUNTY, 107 FEET SOUTHWEST OF MILEPOST 305, 160
 KX0999'FEET NORTH OF A STONE GATEWAY (ENTRANCE TO RIDGEVIEW PARK), 67
 KX0999'FEET SOUTHWEST OF THE CENTER OF A ROAD CROSSING, 4.5 FEET EAST
 KX0999'OF THE MIDDLE ONE OF THREE TELEPHONE POLES, AND 2.5 FEET LOWER
 KX0999'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED L 124 1941
 KX0999'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0817 ***********************************************************************
 KX0817  DESIGNATION -  L 12.43
 KX0817  PID         -  KX0817
 KX0817  STATE/COUNTY-  PA/INDIANA
 KX0817  USGS QUAD   -  MARION CENTER (1993)
 KX0817
 KX0817                         *CURRENT SURVEY CONTROL
 KX0817  ___________________________________________________________________
 KX0817* NAD 83(1986)-  40 49 00.     (N)    079 02 02.     (W)     SCALED    
 KX0817* NAVD 88     -       375.77   (+/-2cm)    1232.8    (feet)  VERTCON   
 KX0817  ___________________________________________________________________
 KX0817  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KX0817
 KX0817  VERT ORDER  -  ? (See Below)
 KX0817
 KX0817.The horizontal coordinates were scaled from a topographic map and have
 KX0817.an estimated accuracy of +/- 6 seconds.
 KX0817
 KX0817.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0817.The vertical order pertains to the NGVD 29 superseded value.
 KX0817
 KX0817.The geoid height was determined by GEOID03.
 KX0817
 KX0817;                    North         East    Units  Estimated Accuracy
 KX0817;SPC PA S     -   165,490.      491,690.      MT  (+/- 180 meters Scaled)
 KX0817
 KX0817                          SUPERSEDED SURVEY CONTROL
 KX0817
 KX0817  NGVD 29 (??/??/92)  375.932  (m)         1233.37   (f) ADJ UNCH    ?  
 KX0817
 KX0817.Superseded values are not recommended for survey control.
 KX0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0817.See file dsdata.txt to determine how the superseded data were derived.
 KX0817
 KX0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF658202(NAD 83)
 KX0817_MARKER: Z = SEE DESCRIPTION
 KX0817_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0817_SP_SET: BRIDGE
 KX0817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0817
 KX0817  HISTORY     - Date     Condition        Report By
 KX0817  HISTORY     - 1917     MONUMENTED       BORR
 KX0817
 KX0817                          STATION DESCRIPTION
 KX0817
 KX0817'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1917
 KX0817'AT HAMIL.
 KX0817'AT HAMIL ON BRIDGE L-12.43, ON BACK WALL OF NORTH ABUTMENT ON
 KX0817'LEFT SIDE OF TRACK 656+74.0.  A.B.R. AND P. RY. STANDARD PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1214 ***********************************************************************
 KX1214  DESIGNATION -  L 125
 KX1214  PID         -  KX1214
 KX1214  STATE/COUNTY-  PA/WESTMORELAND
 KX1214  USGS QUAD   -  IRWIN (1979)
 KX1214
 KX1214                         *CURRENT SURVEY CONTROL
 KX1214  ___________________________________________________________________
 KX1214* NAD 83(1986)-  40 19 43.     (N)    079 38 30.     (W)     SCALED    
 KX1214* NAVD 88     -       297.803  (meters)     977.04   (feet)  ADJUSTED  
 KX1214  ___________________________________________________________________
 KX1214  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KX1214  DYNAMIC HT  -         297.643 (meters)     976.52  (feet)  COMP
 KX1214  MODELED GRAV-     980,081.9   (mgal)                       NAVD 88
 KX1214
 KX1214  VERT ORDER  -  FIRST     CLASS I
 KX1214
 KX1214.The horizontal coordinates were scaled from a topographic map and have
 KX1214.an estimated accuracy of +/- 6 seconds.
 KX1214
 KX1214.The orthometric height was determined by differential leveling
 KX1214.and adjusted by the National Geodetic Survey in June 1991..
 KX1214
 KX1214.The geoid height was determined by GEOID03.
 KX1214
 KX1214.The dynamic height is computed by dividing the NAVD 88
 KX1214.geopotential number by the normal gravity value computed on the
 KX1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1214.degrees latitude (g = 980.6199 gals.).
 KX1214
 KX1214.The modeled gravity was interpolated from observed gravity values.
 KX1214
 KX1214;                    North         East    Units  Estimated Accuracy
 KX1214;SPC PA S     -   112,230.      439,260.      MT  (+/- 180 meters Scaled)
 KX1214
 KX1214                          SUPERSEDED SURVEY CONTROL
 KX1214
 KX1214  NGVD 29 (??/??/92)  297.968  (m)          977.58   (f) ADJ UNCH    1 1
 KX1214
 KX1214.Superseded values are not recommended for survey control.
 KX1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1214.See file dsdata.txt to determine how the superseded data were derived.
 KX1214
 KX1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE153651(NAD 83)
 KX1214_MARKER: DB = BENCH MARK DISK
 KX1214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1214_SP_SET: WALL
 KX1214_STAMPING: L 125 1941
 KX1214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1214
 KX1214  HISTORY     - Date     Condition        Report By
 KX1214  HISTORY     - 1941     MONUMENTED       CGS
 KX1214  HISTORY     - 1966     GOOD             NGS
 KX1214  HISTORY     - 1971     GOOD             PADT
 KX1214  HISTORY     - 20010709 GOOD             PADT
 KX1214
 KX1214                          STATION DESCRIPTION
 KX1214
 KX1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX1214'1.6 MI W FROM JEANNETTE.
 KX1214'ABOUT 1.55 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1214'STATION AT JEANNETTE, ABOUT 0.2 MILE EAST OF MILEPOST NO. 328,
 KX1214'SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE WALL
 KX1214'AT THE NORTHWEST END OF A PEDESTRIAN UNDERPASS UNDER THE TRACKS,
 KX1214'10.4 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST ONE
 KX1214'OF 4 TRACKS, 3 FEET NORTHEAST OF THE SOUTHWEST END OF THE WALL
 KX1214'AND 1 1/2 FEET ABOVE TRACK.
 KX1214
 KX1214                          STATION RECOVERY (1971)
 KX1214
 KX1214'RECOVERY NOTE BY PA DEPT OF TRANSP 1971
 KX1214'RECOVERED IN GOOD CONDITION.
 KX1214
 KX1214                          STATION RECOVERY (2001)
 KX1214
 KX1214'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DP)
 KX1214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0458 ***********************************************************************
 JW0458  DESIGNATION -  L 126
 JW0458  PID         -  JW0458
 JW0458  STATE/COUNTY-  PA/SOMERSET
 JW0458  USGS QUAD   -  WITTENBERG (1977)
 JW0458
 JW0458                         *CURRENT SURVEY CONTROL
 JW0458  ___________________________________________________________________
 JW0458* NAD 83(1986)-  39 49 05.     (N)    078 54 11.     (W)     SCALED    
 JW0458* NAVD 88     -       570.845  (meters)    1872.85   (feet)  ADJUSTED  
 JW0458  ___________________________________________________________________
 JW0458  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 JW0458  DYNAMIC HT  -         570.472 (meters)    1871.62  (feet)  COMP
 JW0458  MODELED GRAV-     979,954.6   (mgal)                       NAVD 88
 JW0458
 JW0458  VERT ORDER  -  FIRST     CLASS II
 JW0458
 JW0458.The horizontal coordinates were scaled from a topographic map and have
 JW0458.an estimated accuracy of +/- 6 seconds.
 JW0458
 JW0458.The orthometric height was determined by differential leveling
 JW0458.and adjusted by the National Geodetic Survey in June 1991..
 JW0458
 JW0458.The geoid height was determined by GEOID03.
 JW0458
 JW0458.The dynamic height is computed by dividing the NAVD 88
 JW0458.geopotential number by the normal gravity value computed on the
 JW0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0458.degrees latitude (g = 980.6199 gals.).
 JW0458
 JW0458.The modeled gravity was interpolated from observed gravity values.
 JW0458
 JW0458;                    North         East    Units  Estimated Accuracy
 JW0458;SPC PA S     -    54,470.      501,280.      MT  (+/- 180 meters Scaled)
 JW0458
 JW0458                          SUPERSEDED SURVEY CONTROL
 JW0458
 JW0458  NGVD 29 (??/??/92)  570.950  (m)         1873.19   (f) ADJ UNCH    1 2
 JW0458
 JW0458.Superseded values are not recommended for survey control.
 JW0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0458.See file dsdata.txt to determine how the superseded data were derived.
 JW0458
 JW0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE794096(NAD 83)
 JW0458_MARKER: DB = BENCH MARK DISK
 JW0458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0458_SP_SET: SIGNAL BASE
 JW0458_STAMPING: L 126 1941
 JW0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JW0458+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2001
 JW0458
 JW0458  HISTORY     - Date     Condition        Report By
 JW0458  HISTORY     - 1941     MONUMENTED       CGS
 JW0458  HISTORY     - 20010418 GOOD             PADT
 JW0458  HISTORY     - 20020617 GOOD             PADT
 JW0458
 JW0458                          STATION DESCRIPTION
 JW0458
 JW0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0458'3.8 MI W FROM GLENCOE.
 JW0458'3.8 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM GLENCOE,
 JW0458'SOMERSET COUNTY, 70 FEET EAST OF THE CENTER OF A DIRT ROAD CROSSING,
 JW0458'AT BLOCK SIGNAL W 205.12, IN THE SOUTH CORNER OF THE CONCRETE
 JW0458'BASE, AND 9.2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE WEST
 JW0458'BOUND TRACK, A STANDARD DISK, STAMPED L 126 1941.
 JW0458
 JW0458                          STATION RECOVERY (2001)
 JW0458
 JW0458'RECOVERY NOTE BY PA DEPT OF TRANSP 2001
 JW0458'RECOVERED IN GOOD CONDITION.
 JW0458
 JW0458                          STATION RECOVERY (2002)
 JW0458
 JW0458'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (MBJ)
 JW0458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0555 ***********************************************************************
 JW0555  DESIGNATION -  L 127
 JW0555  PID         -  JW0555
 JW0555  STATE/COUNTY-  PA/SOMERSET
 JW0555  USGS QUAD   -  MARKLETON (1973)
 JW0555
 JW0555                         *CURRENT SURVEY CONTROL
 JW0555  ___________________________________________________________________
 JW0555* NAD 83(1986)-  39 52 07.     (N)    079 13 57.     (W)     SCALED    
 JW0555* NAVD 88     -       515.069  (meters)    1689.86   (feet)  ADJUSTED  
 JW0555  ___________________________________________________________________
 JW0555  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 JW0555  DYNAMIC HT  -         514.742 (meters)    1688.78  (feet)  COMP
 JW0555  MODELED GRAV-     979,975.1   (mgal)                       NAVD 88
 JW0555
 JW0555  VERT ORDER  -  FIRST     CLASS II
 JW0555
 JW0555.The horizontal coordinates were scaled from a topographic map and have
 JW0555.an estimated accuracy of +/- 6 seconds.
 JW0555
 JW0555.The orthometric height was determined by differential leveling
 JW0555.and adjusted by the National Geodetic Survey in June 1991..
 JW0555
 JW0555.The geoid height was determined by GEOID03.
 JW0555
 JW0555.The dynamic height is computed by dividing the NAVD 88
 JW0555.geopotential number by the normal gravity value computed on the
 JW0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0555.degrees latitude (g = 980.6199 gals.).
 JW0555
 JW0555.The modeled gravity was interpolated from observed gravity values.
 JW0555
 JW0555;                    North         East    Units  Estimated Accuracy
 JW0555;SPC PA S     -    60,500.      473,170.      MT  (+/- 180 meters Scaled)
 JW0555
 JW0555                          SUPERSEDED SURVEY CONTROL
 JW0555
 JW0555  NGVD 29 (??/??/92)  515.183  (m)         1690.23   (f) ADJ UNCH    1 2
 JW0555
 JW0555.Superseded values are not recommended for survey control.
 JW0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0555.See file dsdata.txt to determine how the superseded data were derived.
 JW0555
 JW0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE511146(NAD 83)
 JW0555_MARKER: DB = BENCH MARK DISK
 JW0555_SETTING: 80 = SET IN A BOULDER
 JW0555_SP_SET: BOULDER
 JW0555_STAMPING: L 127 1941
 JW0555_MARK LOGO: CGS   
 JW0555_MAGNETIC: N = NO MAGNETIC MATERIAL
 JW0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JW0555+STABILITY: SURFACE MOTION
 JW0555
 JW0555  HISTORY     - Date     Condition        Report By
 JW0555  HISTORY     - 1941     MONUMENTED       CGS
 JW0555  HISTORY     - 20030101 GOOD             NGS
 JW0555
 JW0555                          STATION DESCRIPTION
 JW0555
 JW0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0555'2.1 MI SW FROM CASSELMAN.
 JW0555'2.1 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JW0555'STATION AT CASSELMAN, SOMERSET COUNTY, AT THE SOUTH END OF A FILL,
 JW0555'11-1/2 RAILS NORTH OF A ROAD CROSSING, 27.2 FEET WEST OF THE WEST
 JW0555'RAIL OF THE WEST BOUND TRACK, 8.6 FEET SOUTHWEST OF THE FOURTH
 JW0555'POLE NORTH OF THE CROSSING, IN THE TOP OF A LARGE BOULDER, AND
 JW0555'2 FEET BELOW THE TRACK.  A STANDARD DISK, STAMPED L 127 1941.
 JW0555
 JW0555                          STATION RECOVERY (2003)
 JW0555
 JW0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (RD)
 JW0555'MARK RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0943 ***********************************************************************
 JW0943  DESIGNATION -  L 128
 JW0943  PID         -  JW0943
 JW0943  STATE/COUNTY-  PA/FAYETTE
 JW0943  USGS QUAD   -  SOUTH CONNELLSVILLE (1973)
 JW0943
 JW0943                         *CURRENT SURVEY CONTROL
 JW0943  ___________________________________________________________________
 JW0943* NAD 83(1986)-  39 58 05.     (N)    079 30 48.     (W)     SCALED    
 JW0943* NAVD 88     -       295.947  (meters)     970.95   (feet)  ADJUSTED  
 JW0943  ___________________________________________________________________
 JW0943  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 JW0943  DYNAMIC HT  -         295.768 (meters)     970.37  (feet)  COMP
 JW0943  MODELED GRAV-     980,013.6   (mgal)                       NAVD 88
 JW0943
 JW0943  VERT ORDER  -  FIRST     CLASS II
 JW0943
 JW0943.The horizontal coordinates were scaled from a topographic map and have
 JW0943.an estimated accuracy of +/- 6 seconds.
 JW0943
 JW0943.The orthometric height was determined by differential leveling
 JW0943.and adjusted by the National Geodetic Survey in June 1991..
 JW0943
 JW0943.The geoid height was determined by GEOID03.
 JW0943
 JW0943.The dynamic height is computed by dividing the NAVD 88
 JW0943.geopotential number by the normal gravity value computed on the
 JW0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0943.degrees latitude (g = 980.6199 gals.).
 JW0943
 JW0943.The modeled gravity was interpolated from observed gravity values.
 JW0943
 JW0943;                    North         East    Units  Estimated Accuracy
 JW0943;SPC PA S     -    71,980.      449,360.      MT  (+/- 180 meters Scaled)
 JW0943
 JW0943                          SUPERSEDED SURVEY CONTROL
 JW0943
 JW0943  NGVD 29 (??/??/92)  296.112  (m)          971.49   (f) ADJ UNCH    1 2
 JW0943
 JW0943.Superseded values are not recommended for survey control.
 JW0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0943.See file dsdata.txt to determine how the superseded data were derived.
 JW0943
 JW0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE269252(NAD 83)
 JW0943_MARKER: DB = BENCH MARK DISK
 JW0943_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0943_SP_SET: BRIDGE
 JW0943_STAMPING: L 128 1941
 JW0943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0943
 JW0943  HISTORY     - Date     Condition        Report By
 JW0943  HISTORY     - 1941     MONUMENTED       CGS
 JW0943
 JW0943                          STATION DESCRIPTION
 JW0943
 JW0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JW0943'7.3 MI SE FROM CONNELLSVILLE.
 JW0943'7.3 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JW0943'THE STATION AT CONNELLSVILLE, FAYETTE COUNTY, 10-1/2 RAILS EAST
 JW0943'OF MILEPOST 263, AT INDIAN CREEK BRIDGE, IN THE SOUTHWEST CORNER
 JW0943'OF THE STONE RETAINING WALL, 21.8 FEET EAST OF THE FIRST POLE
 JW0943'WEST OF THE BRIDGE, AND 18.3 FEET SOUTH OF THE SOUTH RAIL OF THE
 JW0943'WEST BOUND TRACK.  A STANDARD DISK, STAMPED L 128 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1344 ***********************************************************************
 KX1344  DESIGNATION -  L 129
 KX1344  PID         -  KX1344
 KX1344  STATE/COUNTY-  PA/FAYETTE
 KX1344  USGS QUAD   -  DAWSON (1977)
 KX1344
 KX1344                         *CURRENT SURVEY CONTROL
 KX1344  ___________________________________________________________________
 KX1344* NAD 83(1986)-  40 04 57.     (N)    079 42 41.     (W)     SCALED    
 KX1344* NAVD 88     -       246.863  (meters)     809.92   (feet)  ADJUSTED  
 KX1344  ___________________________________________________________________
 KX1344  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 KX1344  DYNAMIC HT  -         246.726 (meters)     809.47  (feet)  COMP
 KX1344  MODELED GRAV-     980,065.1   (mgal)                       NAVD 88
 KX1344
 KX1344  VERT ORDER  -  FIRST     CLASS II
 KX1344
 KX1344.The horizontal coordinates were scaled from a topographic map and have
 KX1344.an estimated accuracy of +/- 6 seconds.
 KX1344
 KX1344.The orthometric height was determined by differential leveling
 KX1344.and adjusted by the National Geodetic Survey in June 1991..
 KX1344
 KX1344.The geoid height was determined by GEOID03.
 KX1344
 KX1344.The dynamic height is computed by dividing the NAVD 88
 KX1344.geopotential number by the normal gravity value computed on the
 KX1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1344.degrees latitude (g = 980.6199 gals.).
 KX1344
 KX1344.The modeled gravity was interpolated from observed gravity values.
 KX1344
 KX1344;                    North         East    Units  Estimated Accuracy
 KX1344;SPC PA S     -    85,040.      432,730.      MT  (+/- 180 meters Scaled)
 KX1344
 KX1344                          SUPERSEDED SURVEY CONTROL
 KX1344
 KX1344  NGVD 29 (??/??/92)  247.048  (m)          810.52   (f) ADJ UNCH    1 2
 KX1344
 KX1344.Superseded values are not recommended for survey control.
 KX1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1344.See file dsdata.txt to determine how the superseded data were derived.
 KX1344
 KX1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE098377(NAD 83)
 KX1344_MARKER: DB = BENCH MARK DISK
 KX1344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1344_SP_SET: SIGNAL TOWER BASE
 KX1344_STAMPING: L 129 1941
 KX1344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1344
 KX1344  HISTORY     - Date     Condition        Report By
 KX1344  HISTORY     - 1941     MONUMENTED       CGS
 KX1344
 KX1344                          STATION DESCRIPTION
 KX1344
 KX1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1344'11.7 MI NW FROM CONNELLSVILLE.
 KX1344'11.7 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KX1344'THE STATION AT CONNELLSVILLE, FAYETTE COUNTY, 8-1/2 RAILS SOUTH
 KX1344'OF MIELPOST 282, AT SIGNAL TOWER E 281.50, IN THE SOUTHWEST
 KX1344'CORNER OF THE BASE, AND 21 FEET WEST OF THE WEST RAIL OF THE
 KX1344'EAST BOUND TRACK.  A STANDARD DISK, STAMPED L 129 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0026 ***********************************************************************
 KY0026  DESIGNATION -  L 131
 KY0026  PID         -  KY0026
 KY0026  STATE/COUNTY-  PA/BEAVER
 KY0026  USGS QUAD   -  BADEN (1990)
 KY0026
 KY0026                         *CURRENT SURVEY CONTROL
 KY0026  ___________________________________________________________________
 KY0026* NAD 83(1986)-  40 38 09.     (N)    080 14 41.     (W)     SCALED    
 KY0026* NAVD 88     -       234.962  (meters)     770.87   (feet)  ADJUSTED  
 KY0026  ___________________________________________________________________
 KY0026  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 KY0026  DYNAMIC HT  -         234.842 (meters)     770.48  (feet)  COMP
 KY0026  MODELED GRAV-     980,110.1   (mgal)                       NAVD 88
 KY0026
 KY0026  VERT ORDER  -  FIRST     CLASS I
 KY0026
 KY0026.The horizontal coordinates were scaled from a topographic map and have
 KY0026.an estimated accuracy of +/- 6 seconds.
 KY0026
 KY0026.The orthometric height was determined by differential leveling
 KY0026.and adjusted by the National Geodetic Survey in June 1991..
 KY0026
 KY0026.The geoid height was determined by GEOID03.
 KY0026
 KY0026.The dynamic height is computed by dividing the NAVD 88
 KY0026.geopotential number by the normal gravity value computed on the
 KY0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0026.degrees latitude (g = 980.6199 gals.).
 KY0026
 KY0026.The modeled gravity was interpolated from observed gravity values.
 KY0026
 KY0026;                    North         East    Units  Estimated Accuracy
 KY0026;SPC PA S     -   147,610.      388,990.      MT  (+/- 180 meters Scaled)
 KY0026
 KY0026                          SUPERSEDED SURVEY CONTROL
 KY0026
 KY0026  NGVD 29 (??/??/92)  235.086  (m)          771.28   (f) ADJ UNCH    1 1
 KY0026
 KY0026.Superseded values are not recommended for survey control.
 KY0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0026.See file dsdata.txt to determine how the superseded data were derived.
 KY0026
 KY0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE638986(NAD 83)
 KY0026_MARKER: DB = BENCH MARK DISK
 KY0026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0026_SP_SET: BUILDING
 KY0026_STAMPING: L 131 1941
 KY0026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0026
 KY0026  HISTORY     - Date     Condition        Report By
 KY0026  HISTORY     - 1941     MONUMENTED       CGS
 KY0026  HISTORY     - 1966     GOOD             NGS
 KY0026  HISTORY     - 20020130 POOR             INDIV
 KY0026
 KY0026                          STATION DESCRIPTION
 KY0026
 KY0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY0026'1.2 MI N FROM ALIQUIPPA.
 KY0026'ABOUT 1.2 MILES NORTH ALONG THE PITTSBURGH AND LAKE ERIE RAILROAD
 KY0026'FROM THE STATION AT ALIQUIPPA, SET VERTICALLY IN THE EAST FACE AT
 KY0026'THE SOUTHEAST CORNER OF THE OLD RAILROAD STATION (NOW USED AS
 KY0026'THE YARD OFFICE), 20.8 FEET WEST OF THE WEST RAIL OF THE WEST ONE
 KY0026'OF ABOUT 25 TRACKS, 5 FEET ABOVE THE CONCRETE SIDEWALK, 1 FOOT
 KY0026'NORTH OF THE SOUTHEAST CORNER OF THE BUILDING AND ABOUT 5 FEET
 KY0026'ABOVE TRACK.
 KY0026
 KY0026                          STATION RECOVERY (2002)
 KY0026
 KY0026'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JS)
 KY0026'DISC IS MISSING, HOWEVER DRILL HOLE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1288 ***********************************************************************
 KX1288  DESIGNATION -  L 132
 KX1288  PID         -  KX1288
 KX1288  STATE/COUNTY-  PA/WASHINGTON
 KX1288  USGS QUAD   -  FAYETTE CITY (1979)
 KX1288
 KX1288                         *CURRENT SURVEY CONTROL
 KX1288  ___________________________________________________________________
 KX1288* NAD 83(1986)-  40 04 55.     (N)    079 51 05.     (W)     SCALED    
 KX1288* NAVD 88     -       232.927  (meters)     764.19   (feet)  ADJUSTED  
 KX1288  ___________________________________________________________________
 KX1288  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 KX1288  DYNAMIC HT  -         232.799 (meters)     763.77  (feet)  COMP
 KX1288  MODELED GRAV-     980,071.7   (mgal)                       NAVD 88
 KX1288
 KX1288  VERT ORDER  -  FIRST     CLASS II
 KX1288
 KX1288.The horizontal coordinates were scaled from a topographic map and have
 KX1288.an estimated accuracy of +/- 6 seconds.
 KX1288
 KX1288.The orthometric height was determined by differential leveling
 KX1288.and adjusted by the National Geodetic Survey in June 1991..
 KX1288
 KX1288.The geoid height was determined by GEOID03.
 KX1288
 KX1288.The dynamic height is computed by dividing the NAVD 88
 KX1288.geopotential number by the normal gravity value computed on the
 KX1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1288.degrees latitude (g = 980.6199 gals.).
 KX1288
 KX1288.The modeled gravity was interpolated from observed gravity values.
 KX1288
 KX1288;                    North         East    Units  Estimated Accuracy
 KX1288;SPC PA S     -    85,250.      420,790.      MT  (+/- 180 meters Scaled)
 KX1288
 KX1288                          SUPERSEDED SURVEY CONTROL
 KX1288
 KX1288  NGVD 29 (??/??/92)  233.113  (m)          764.80   (f) ADJ UNCH    1 2
 KX1288
 KX1288.Superseded values are not recommended for survey control.
 KX1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1288.See file dsdata.txt to determine how the superseded data were derived.
 KX1288
 KX1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE979374(NAD 83)
 KX1288_MARKER: DB = BENCH MARK DISK
 KX1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1288_STAMPING: L 132 1941
 KX1288_MARK LOGO: CGS   
 KX1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1288+STABILITY: SURFACE MOTION
 KX1288
 KX1288  HISTORY     - Date     Condition        Report By
 KX1288  HISTORY     - 1941     MONUMENTED       CGS
 KX1288  HISTORY     - 1961     GOOD             NGS
 KX1288  HISTORY     - 1970     GOOD             PADT
 KX1288  HISTORY     - 1983     GOOD             NGS
 KX1288
 KX1288                          STATION DESCRIPTION
 KX1288
 KX1288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KX1288'AT STOCKDALE.
 KX1288'4.0 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1288'STATION AT CALIFORNIA, AT STOCKDALE, 500 FEET SOUTHEAST OF A
 KX1288'TEXACO BULK PLANT, 2.5 FEET NORTHWEST OF MILEPOST 45, 15 FEET
 KX1288'SOUTH OF THE CENTER OF THE INTERSECTION OF VINE AND NORTH
 KX1288'RAILROAD STREETS, 11 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 KX1288'TRACK, AND 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST.  A
 KX1288'STANDARD DISK, STAMPED L 132 1941 AND SET IN THE TOP OF
 KX1288'A CONCRETE POST.
 KX1288
 KX1288                          STATION RECOVERY (1970)
 KX1288
 KX1288'RECOVERY NOTE BY PA DEPT OF TRANSP 1970
 KX1288'RECOVERED IN GOOD CONDITION.
 KX1288
 KX1288                          STATION RECOVERY (1983)
 KX1288
 KX1288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1310 ***********************************************************************
 KX1310  DESIGNATION -  L 133
 KX1310  PID         -  KX1310
 KX1310  STATE/COUNTY-  PA/ALLEGHENY
 KX1310  USGS QUAD   -  MC KEESPORT (1993)
 KX1310
 KX1310                         *CURRENT SURVEY CONTROL
 KX1310  ___________________________________________________________________
 KX1310* NAD 83(1986)-  40 17 37.     (N)    079 52 25.     (W)     SCALED    
 KX1310* NAVD 88     -       232.596  (meters)     763.11   (feet)  ADJUSTED  
 KX1310  ___________________________________________________________________
 KX1310  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 KX1310  DYNAMIC HT  -         232.471 (meters)     762.70  (feet)  COMP
 KX1310  MODELED GRAV-     980,085.2   (mgal)                       NAVD 88
 KX1310
 KX1310  VERT ORDER  -  FIRST     CLASS II
 KX1310
 KX1310.The horizontal coordinates were scaled from a topographic map and have
 KX1310.an estimated accuracy of +/- 6 seconds.
 KX1310
 KX1310.The orthometric height was determined by differential leveling
 KX1310.and adjusted by the National Geodetic Survey in September 1994..
 KX1310
 KX1310.The geoid height was determined by GEOID03.
 KX1310
 KX1310.The dynamic height is computed by dividing the NAVD 88
 KX1310.geopotential number by the normal gravity value computed on the
 KX1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1310.degrees latitude (g = 980.6199 gals.).
 KX1310
 KX1310.The modeled gravity was interpolated from observed gravity values.
 KX1310
 KX1310;                    North         East    Units  Estimated Accuracy
 KX1310;SPC PA S     -   108,800.      419,460.      MT  (+/- 180 meters Scaled)
 KX1310
 KX1310                          SUPERSEDED SURVEY CONTROL
 KX1310
 KX1310  NAVD 88 (06/15/91)  232.631  (m)          763.22   (f) UNKNOWN     1 2
 KX1310  NGVD 29 (??/??/92)  232.801  (m)          763.78   (f) ADJ UNCH    1 2
 KX1310
 KX1310.Superseded values are not recommended for survey control.
 KX1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1310.See file dsdata.txt to determine how the superseded data were derived.
 KX1310
 KX1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE957609(NAD 83)
 KX1310_MARKER: DB = BENCH MARK DISK
 KX1310_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KX1310+WITH SETTING: PAVEMENT
 KX1310_SP_SET: CONCRETE STEPS
 KX1310_STAMPING: L 133 1941
 KX1310_MARK LOGO: CGS   
 KX1310_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX1310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1310
 KX1310  HISTORY     - Date     Condition        Report By
 KX1310  HISTORY     - 1941     MONUMENTED       CGS
 KX1310  HISTORY     - 1952     GOOD             NGS
 KX1310  HISTORY     - 1983     MARK NOT FOUND   NGS
 KX1310  HISTORY     - 19870602 GOOD             HARTMN
 KX1310
 KX1310                          STATION DESCRIPTION
 KX1310
 KX1310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KX1310'AT CLAIRTON.
 KX1310'AT CLAIRTON, ALLEGHENY COUNTY, ON THE PENNSYLVANIA RAILROAD, 25
 KX1310'FEET EAST OF THE SOUTH CORNER OF THE STATION, 10.7 FEET SOUTHEAST
 KX1310'OF THE SOUTH CORNER OF THE TICKET AGENTS OFFICE, IN THE WEST
 KX1310'CORNER AT THE TOP OF THE SOUTHEAST STEPS LEADING TO THE STATION
 KX1310'FROM THE PLATFORM, AND 2.5 FEET SOUTHEAST OF THE NORTHEAST POST
 KX1310'OF THE SOUTHWEST GUARDRAIL FENCE.  A STANDARD DISK, STAMPED
 KX1310'L 133 1941.
 KX1310
 KX1310                          STATION RECOVERY (1983)
 KX1310
 KX1310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1310'NOT RECOVERED, ASSUMED DESTROYED AS THE STEPS HAVE BEEN REMOVED FROM
 KX1310'THE ENTRANCE TO THE STATION.
 KX1310
 KX1310                          STATION RECOVERY (1987)
 KX1310
 KX1310'RECOVERY NOTE BY HARTMANN ASSOCIATES INCORPORATED 1987
 KX1310'ON THE LEFT BANK OF THE MONONGAHELA RIVER AT MILE 21.3, AT CLAIRTON,
 KX1310'0.25 MI (0.40 KM) NORTH ALONG ROUTE 837 FROM THE JUNCTION OF ST.
 KX1310'CLAIR AVENUE TO THE SITE OF THE FORMER PENNSYLVANIA RAILROAD STATION
 KX1310'ON THE RIGHT, A STANDARD USCGS DISK SET IN THE WEST CORNER AT THE TOP
 KX1310'OF A SET OF CONCRETE STEPS LEADING FROM THE FORMER PLATFORM TO THE
 KX1310'FORMER STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1554 ***********************************************************************
 KX1554  DESIGNATION -  L 134
 KX1554  PID         -  KX1554
 KX1554  STATE/COUNTY-  PA/WESTMORELAND
 KX1554  USGS QUAD   -  FREEPORT (1993)
 KX1554
 KX1554                         *CURRENT SURVEY CONTROL
 KX1554  ___________________________________________________________________
 KX1554* NAD 83(1986)-  40 40 17.     (N)    079 39 16.     (W)     SCALED    
 KX1554* NAVD 88     -       237.566  (meters)     779.41   (feet)  ADJUSTED  
 KX1554  ___________________________________________________________________
 KX1554  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 KX1554  DYNAMIC HT  -         237.448 (meters)     779.03  (feet)  COMP
 KX1554  MODELED GRAV-     980,122.1   (mgal)                       NAVD 88
 KX1554
 KX1554  VERT ORDER  -  FIRST     CLASS II
 KX1554
 KX1554.The horizontal coordinates were scaled from a topographic map and have
 KX1554.an estimated accuracy of +/- 6 seconds.
 KX1554
 KX1554.The orthometric height was determined by differential leveling
 KX1554.and adjusted by the National Geodetic Survey in June 1991..
 KX1554
 KX1554.The geoid height was determined by GEOID03.
 KX1554
 KX1554.The dynamic height is computed by dividing the NAVD 88
 KX1554.geopotential number by the normal gravity value computed on the
 KX1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1554.degrees latitude (g = 980.6199 gals.).
 KX1554
 KX1554.The modeled gravity was interpolated from observed gravity values.
 KX1554
 KX1554;                    North         East    Units  Estimated Accuracy
 KX1554;SPC PA S     -   150,310.      438,990.      MT  (+/- 180 meters Scaled)
 KX1554
 KX1554                          SUPERSEDED SURVEY CONTROL
 KX1554
 KX1554  NGVD 29 (??/??/92)  237.744  (m)          780.00   (f) ADJ UNCH    1 2
 KX1554
 KX1554.Superseded values are not recommended for survey control.
 KX1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1554.See file dsdata.txt to determine how the superseded data were derived.
 KX1554
 KX1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF137031(NAD 83)
 KX1554_MARKER: DB = BENCH MARK DISK
 KX1554_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1554_SP_SET: FOUNDATION PEDESTAL
 KX1554_STAMPING: L 134 1941
 KX1554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1554
 KX1554  HISTORY     - Date     Condition        Report By
 KX1554  HISTORY     - 1941     MONUMENTED       CGS
 KX1554  HISTORY     - 1953     MARK NOT FOUND   USGS
 KX1554
 KX1554                          STATION DESCRIPTION
 KX1554
 KX1554'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1554'0.8 MI SE FROM SCHENLEY.
 KX1554'IN WESTMORELAND COUNTY, ABOUT 0.8 MILE SOUTHEAST ALONG THE
 KX1554'PENNSYLVANIA RAILROAD FROM SCHENLEY, ARMSTRONG COUNTY, ABOUT 84
 KX1554'FEET WEST OF KISKIMINETAS JUNCTION YARD OFFICE, IN THE TOP OF AN
 KX1554'ABANDONED FOUNDATION PEDESTAL, 47 FEET WEST OF THE SOUTHWEST
 KX1554'CORNER OF THE WATER TOWER FOUNDATION, 42 FEET NORTH OF THE NORTH
 KX1554'YARD TRACK, AND ABOUT LEVEL WITH THE TOP OF THE RAIL.  A
 KX1554'STANDARD DISK, STAMPED L 134 1941.
 KX1554
 KX1554                          STATION RECOVERY (1953)
 KX1554
 KX1554'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 KX1554'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1491 ***********************************************************************
 KX1491  DESIGNATION -  L 136
 KX1491  PID         -  KX1491
 KX1491  STATE/COUNTY-  PA/ALLEGHENY
 KX1491  USGS QUAD   -  PITTSBURGH EAST (1993)
 KX1491
 KX1491                         *CURRENT SURVEY CONTROL
 KX1491  ___________________________________________________________________
 KX1491* NAD 83(1992)-  40 29 01.79789(N)    079 54 23.00167(W)     ADJUSTED  
 KX1491* NAVD 88     -       242.679  (meters)     796.19   (feet)  ADJUSTED  
 KX1491  ___________________________________________________________________
 KX1491  X           -     851,426.206 (meters)                     COMP
 KX1491  Y           -  -4,782,968.725 (meters)                     COMP
 KX1491  Z           -   4,119,130.255 (meters)                     COMP
 KX1491  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 KX1491  ELLIP HEIGHT-         208.97  (meters)          (08/10/01) GPS OBS
 KX1491  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KX1491  DYNAMIC HT  -         242.554 (meters)     795.78  (feet)  COMP
 KX1491  MODELED GRAV-     980,105.7   (mgal)                       NAVD 88
 KX1491
 KX1491  HORZ ORDER  -  FIRST
 KX1491  VERT ORDER  -  FIRST     CLASS II
 KX1491  ELLP ORDER  -  FOURTH    CLASS II
 KX1491
 KX1491.The horizontal coordinates were established by GPS observations
 KX1491.and adjusted by the National Geodetic Survey in June 2000..
 KX1491
 KX1491.The orthometric height was determined by differential leveling
 KX1491.and adjusted by the National Geodetic Survey in June 1991..
 KX1491
 KX1491.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KX1491
 KX1491.The Laplace correction was computed from DEFLEC99 derived deflections.
 KX1491
 KX1491.The ellipsoidal height was determined by GPS observations
 KX1491.and is referenced to NAD 83.
 KX1491
 KX1491.The geoid height was determined by GEOID03.
 KX1491
 KX1491.The dynamic height is computed by dividing the NAVD 88
 KX1491.geopotential number by the normal gravity value computed on the
 KX1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1491.degrees latitude (g = 980.6199 gals.).
 KX1491
 KX1491.The modeled gravity was interpolated from observed gravity values.
 KX1491
 KX1491;                    North         East     Units Scale Factor Converg.
 KX1491;SPC PA S     -   129,977.943   417,189.365   MT  0.99995967   -1 23 56.6
 KX1491;SPC PA S     -   426,435.97  1,368,728.78   sFT  0.99995967   -1 23 56.6
 KX1491;UTM  17      - 4,482,034.510   592,688.985   MT  0.99970575   +0 42 36.2
 KX1491
 KX1491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KX1491!SPC PA S     -   0.99996722  x   0.99995967  =   0.99992689
 KX1491!UTM  17      -   0.99996722  x   0.99970575  =   0.99967298
 KX1491
 KX1491                          SUPERSEDED SURVEY CONTROL
 KX1491
 KX1491  ELLIP H (06/16/00)  208.96   (m)                       GP(       ) 4 1
 KX1491  NAVD 88 (06/16/00)  242.68   (m)          796.2    (f) LEVELING    3  
 KX1491  NGVD 29 (??/??/92)  242.845  (m)          796.73   (f) ADJ UNCH    1 2
 KX1491
 KX1491.Superseded values are not recommended for survey control.
 KX1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1491.See file dsdata.txt to determine how the superseded data were derived.
 KX1491
 KX1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE9268982035(NAD 83)
 KX1491_MARKER: DB = BENCH MARK DISK
 KX1491_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1491_SP_SET: ABUTMENT
 KX1491_STAMPING: L 136 1941
 KX1491_MARK LOGO: CGS   
 KX1491_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KX1491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX1491+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1999
 KX1491
 KX1491  HISTORY     - Date     Condition        Report By
 KX1491  HISTORY     - 1941     MONUMENTED       CGS
 KX1491  HISTORY     - 1972     GOOD             PADT
 KX1491  HISTORY     - 19990901 GOOD             NEILAN
 KX1491  HISTORY     - 20010523 GOOD             PADT
 KX1491  HISTORY     - 20030923 GOOD             PADT
 KX1491
 KX1491                          STATION DESCRIPTION
 KX1491
 KX1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1491'AT PITTSBURGH.
 KX1491'AT PITTSBURGH, ALLEGHENY COUNTY, ABOUT 6.1 MILES NORTHEAST OF THE
 KX1491'PENNSYLVANIA RAILROAD STATION, ABOUT 150 FEET SOUTH OF THE SOUTH
 KX1491'END OF THE RAILROAD BRIDGE OVER THE ALLEGHENY RIVER, AT THE
 KX1491'ALLEGHENY RIVER BOULEVARD UNDERPASS, IN THE TOP OF THE EAST END
 KX1491'OF THE SOUTH ABUTMENT, AND 7.4 FEET EAST OF THE EAST RAIL.  A
 KX1491'STANDARD DISK, STAMPED L 136 1941.
 KX1491
 KX1491                          STATION RECOVERY (1972)
 KX1491
 KX1491'RECOVERY NOTE BY PA DEPT OF TRANSP 1972
 KX1491'RECOVERED IN GOOD CONDITION.
 KX1491
 KX1491                          STATION RECOVERY (1999)
 KX1491
 KX1491'RECOVERY NOTE BY THE NEILAN ENGINEERS INCORPORATED 1999 (TEK)
 KX1491'RECOVERED AS DESCRIBED.  THE RAILROAD BRIDGE IS NOT BEING USED AT THIS
 KX1491'TIME.  A VEHICLE MAY BE PARKED BELOW THE BRIDGE ON ALLEGHENY RIVER
 KX1491'BOULEVARD.  THIS IS THE FIRST BRIDGE OVER THE ROAD EAST OF THE
 KX1491'WASHINGTON BOULEVARD INTERSECTION.
 KX1491
 KX1491                          STATION RECOVERY (2001)
 KX1491
 KX1491'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (MBJ)
 KX1491'RECOVERED IN GOOD CONDITION.
 KX1491
 KX1491                          STATION RECOVERY (2003)
 KX1491
 KX1491'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (ADR)
 KX1491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1041 ***********************************************************************
 KX1041  DESIGNATION -  L 137
 KX1041  PID         -  KX1041
 KX1041  STATE/COUNTY-  PA/INDIANA
 KX1041  USGS QUAD   -  SALTSBURG (1973)
 KX1041
 KX1041                         *CURRENT SURVEY CONTROL
 KX1041  ___________________________________________________________________
 KX1041* NAD 83(1986)-  40 28 58.     (N)    079 25 33.     (W)     SCALED    
 KX1041* NAVD 88     -       266.014  (meters)     872.75   (feet)  ADJUSTED  
 KX1041  ___________________________________________________________________
 KX1041  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 KX1041  DYNAMIC HT  -         265.876 (meters)     872.29  (feet)  COMP
 KX1041  MODELED GRAV-     980,100.0   (mgal)                       NAVD 88
 KX1041
 KX1041  VERT ORDER  -  FIRST     CLASS II
 KX1041
 KX1041.The horizontal coordinates were scaled from a topographic map and have
 KX1041.an estimated accuracy of +/- 6 seconds.
 KX1041
 KX1041.The orthometric height was determined by differential leveling
 KX1041.and adjusted by the National Geodetic Survey in June 1991..
 KX1041
 KX1041.The geoid height was determined by GEOID03.
 KX1041
 KX1041.The dynamic height is computed by dividing the NAVD 88
 KX1041.geopotential number by the normal gravity value computed on the
 KX1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1041.degrees latitude (g = 980.6199 gals.).
 KX1041
 KX1041.The modeled gravity was interpolated from observed gravity values.
 KX1041
 KX1041;                    North         East    Units  Estimated Accuracy
 KX1041;SPC PA S     -   128,980.      457,920.      MT  (+/- 180 meters Scaled)
 KX1041
 KX1041                          SUPERSEDED SURVEY CONTROL
 KX1041
 KX1041  NGVD 29 (??/??/92)  266.193  (m)          873.33   (f) ADJ UNCH    1 2
 KX1041
 KX1041.Superseded values are not recommended for survey control.
 KX1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1041.See file dsdata.txt to determine how the superseded data were derived.
 KX1041
 KX1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE334825(NAD 83)
 KX1041_MARKER: DB = BENCH MARK DISK
 KX1041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1041_SP_SET: COAL TIPPLE FOUNDATION
 KX1041_STAMPING: L 137 1941
 KX1041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1041
 KX1041  HISTORY     - Date     Condition        Report By
 KX1041  HISTORY     - 1941     MONUMENTED       CGS
 KX1041
 KX1041                          STATION DESCRIPTION
 KX1041
 KX1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KX1041'13.5 MI NW FROM TORRANCE.
 KX1041'IN INDIANA COUNTY, ABOUT 13.5 MILES NORTHWEST ALONG THE PENNSYLVANIA
 KX1041'RAILROAD FROM TORRANCE, WESTMORELAND COUNTY, AT WHITE, ABOUT 247
 KX1041'FEET DOWNSTREAM FROM THE CENTER LINE OF A ROAD CROSSING THE
 KX1041'TRACK, IN THE RIVER SIDE OF THE CONCRETE FOUNDATION OF THE WATSON
 KX1041'COAL TIPPLE, 11.2 FEET LANDWARD OF THE LAND RAIL, AND ABOUT 3
 KX1041'FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 KX1041'L 137 1941 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1232 ***********************************************************************
 MA1232  DESIGNATION -  L 138
 MA1232  PID         -  MA1232
 MA1232  STATE/COUNTY-  PA/VENANGO
 MA1232  USGS QUAD   -  EAU CLAIRE (1979)
 MA1232
 MA1232                         *CURRENT SURVEY CONTROL
 MA1232  ___________________________________________________________________
 MA1232* NAD 83(1986)-  41 13 57.     (N)    079 45 48.     (W)     SCALED    
 MA1232* NAVD 88     -       283.045  (meters)     928.62   (feet)  ADJUSTED  
 MA1232  ___________________________________________________________________
 MA1232  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 MA1232  DYNAMIC HT  -         282.913 (meters)     928.19  (feet)  COMP
 MA1232  MODELED GRAV-     980,150.6   (mgal)                       NAVD 88
 MA1232
 MA1232  VERT ORDER  -  FIRST     CLASS II
 MA1232
 MA1232.The horizontal coordinates were scaled from a topographic map and have
 MA1232.an estimated accuracy of +/- 6 seconds.
 MA1232
 MA1232.The orthometric height was determined by differential leveling
 MA1232.and adjusted by the National Geodetic Survey in June 1991..
 MA1232
 MA1232.The geoid height was determined by GEOID03.
 MA1232
 MA1232.The dynamic height is computed by dividing the NAVD 88
 MA1232.geopotential number by the normal gravity value computed on the
 MA1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1232.degrees latitude (g = 980.6199 gals.).
 MA1232
 MA1232.The modeled gravity was interpolated from observed gravity values.
 MA1232
 MA1232;                    North         East    Units  Estimated Accuracy
 MA1232;SPC PA N     -   120,330.      431,230.      MT  (+/- 180 meters Scaled)
 MA1232
 MA1232                          SUPERSEDED SURVEY CONTROL
 MA1232
 MA1232  NGVD 29 (??/??/92)  283.214  (m)          929.18   (f) ADJ UNCH    1 2
 MA1232
 MA1232.Superseded values are not recommended for survey control.
 MA1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1232.See file dsdata.txt to determine how the superseded data were derived.
 MA1232
 MA1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF036653(NAD 83)
 MA1232_MARKER: DB = BENCH MARK DISK
 MA1232_SETTING: 80 = SET IN A BOULDER
 MA1232_SP_SET: BOULDER
 MA1232_STAMPING: L 138 1941
 MA1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA1232+STABILITY: SURFACE MOTION
 MA1232
 MA1232  HISTORY     - Date     Condition        Report By
 MA1232  HISTORY     - 1941     MONUMENTED       CGS
 MA1232
 MA1232                          STATION DESCRIPTION
 MA1232
 MA1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA1232'0.6 MI N FROM ROCKLAND.
 MA1232'0.6 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM ROCKLAND,
 MA1232'VENANGO COUNTY, ABOUT 1400 FEET UPSTREAM FROM A SMALL STREAM
 MA1232'FLOWING UNDER THE RAILROAD, ABOUT 1350 FEET UPSTREAM FROM A
 MA1232'RAILROAD BOARD SIGNAL, 370 FEET UPSTREAM FROM A SLOW SIGN, 21
 MA1232'FEET DOWNSTREAM FROM A ROCK CULVERT, IN THE FACE OF A 6-FOOT
 MA1232'TRIANGULAR BLACK BOULDER, AND ABOUT 3 FEET ABOVE THE TRACK.  A
 MA1232'STANDARD DISK, STAMPED L 138 1941 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1290 ***********************************************************************
 MA1290  DESIGNATION -  L 140
 MA1290  PID         -  MA1290
 MA1290  STATE/COUNTY-  PA/VENANGO
 MA1290  USGS QUAD   -  OIL CITY (1977)
 MA1290
 MA1290                         *CURRENT SURVEY CONTROL
 MA1290  ___________________________________________________________________
 MA1290* NAD 83(1986)-  41 25 19.     (N)    079 41 44.     (W)     SCALED    
 MA1290* NAVD 88     -       310.806  (meters)    1019.70   (feet)  ADJUSTED  
 MA1290  ___________________________________________________________________
 MA1290  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 MA1290  DYNAMIC HT  -         310.670 (meters)    1019.26  (feet)  COMP
 MA1290  MODELED GRAV-     980,178.5   (mgal)                       NAVD 88
 MA1290
 MA1290  VERT ORDER  -  FIRST     CLASS II
 MA1290
 MA1290.The horizontal coordinates were scaled from a topographic map and have
 MA1290.an estimated accuracy of +/- 6 seconds.
 MA1290
 MA1290.The orthometric height was determined by differential leveling
 MA1290.and adjusted by the National Geodetic Survey in June 1991..
 MA1290
 MA1290.The geoid height was determined by GEOID03.
 MA1290
 MA1290.The dynamic height is computed by dividing the NAVD 88
 MA1290.geopotential number by the normal gravity value computed on the
 MA1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1290.degrees latitude (g = 980.6199 gals.).
 MA1290
 MA1290.The modeled gravity was interpolated from observed gravity values.
 MA1290
 MA1290;                    North         East    Units  Estimated Accuracy
 MA1290;SPC PA N     -   141,230.      437,380.      MT  (+/- 180 meters Scaled)
 MA1290
 MA1290                          SUPERSEDED SURVEY CONTROL
 MA1290
 MA1290  NGVD 29 (??/??/92)  310.985  (m)         1020.29   (f) ADJ UNCH    1 2
 MA1290
 MA1290.Superseded values are not recommended for survey control.
 MA1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1290.See file dsdata.txt to determine how the superseded data were derived.
 MA1290
 MA1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF090864(NAD 83)
 MA1290_MARKER: DB = BENCH MARK DISK
 MA1290_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1290_SP_SET: ABUTMENT
 MA1290_STAMPING: L 140 1941
 MA1290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1290
 MA1290  HISTORY     - Date     Condition        Report By
 MA1290  HISTORY     - 1941     MONUMENTED       CGS
 MA1290
 MA1290                          STATION DESCRIPTION
 MA1290
 MA1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA1290'1 MI SE FROM OIL CITY.
 MA1290'ABOUT 1 MILE SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 MA1290'STATION AT OIL CITY, VENANGO COUNTY, ABOUT 11 RAILS SOUTH OF
 MA1290'SIGNAL STATION BRIDGE, 25.6 FEET NORTHWEST OF MILEPOST 1, AT A
 MA1290'Y BRIDGE OVER THE ALLEGHENY RIVER, IN THE SOUTHEAST END OF THE
 MA1290'EAST ABUTMENT, 55.2 FEET NORTHWEST OF A BLOCK SIGNAL BETWEEN THE
 MA1290'TRACKS, AND 20.2 FEET WEST OF THE WEST RAIL OF THE NORTH TRACK.
 MA1290'A STANDARD DISK, STAMPED L 140 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0945 ***********************************************************************
 KW0945  DESIGNATION -  L 141
 KW0945  PID         -  KW0945
 KW0945  STATE/COUNTY-  PA/DAUPHIN
 KW0945  USGS QUAD   -  HARRISBURG WEST (1987)
 KW0945
 KW0945                         *CURRENT SURVEY CONTROL
 KW0945  ___________________________________________________________________
 KW0945* NAD 83(1986)-  40 22 24.     (N)    076 59 45.     (W)     SCALED    
 KW0945* NAVD 88     -       107.372  (meters)     352.27   (feet)  ADJUSTED  
 KW0945  ___________________________________________________________________
 KW0945  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 KW0945  DYNAMIC HT  -         107.319 (meters)     352.10  (feet)  COMP
 KW0945  MODELED GRAV-     980,130.5   (mgal)                       NAVD 88
 KW0945
 KW0945  VERT ORDER  -  FIRST     CLASS II
 KW0945
 KW0945.The horizontal coordinates were scaled from a topographic map and have
 KW0945.an estimated accuracy of +/- 6 seconds.
 KW0945
 KW0945.The orthometric height was determined by differential leveling
 KW0945.and adjusted by the National Geodetic Survey in June 1991..
 KW0945
 KW0945.The geoid height was determined by GEOID03.
 KW0945
 KW0945.The dynamic height is computed by dividing the NAVD 88
 KW0945.geopotential number by the normal gravity value computed on the
 KW0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0945.degrees latitude (g = 980.6199 gals.).
 KW0945
 KW0945.The modeled gravity was interpolated from observed gravity values.
 KW0945
 KW0945;                    North         East    Units  Estimated Accuracy
 KW0945;SPC PA S     -   115,750.      664,050.      MT  (+/- 180 meters Scaled)
 KW0945
 KW0945                          SUPERSEDED SURVEY CONTROL
 KW0945
 KW0945  NGVD 29 (??/??/??)  107.594  (m)          353.00   (f) ADJUSTED    1 2
 KW0945
 KW0945.Superseded values are not recommended for survey control.
 KW0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0945.See file dsdata.txt to determine how the superseded data were derived.
 KW0945
 KW0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK305711(NAD 83)
 KW0945_MARKER: DB = BENCH MARK DISK
 KW0945_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0945_SP_SET: WALL
 KW0945_STAMPING: L 141 1941
 KW0945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0945
 KW0945  HISTORY     - Date     Condition        Report By
 KW0945  HISTORY     - 1941     MONUMENTED       CGS
 KW0945  HISTORY     - 20040417 MARK NOT FOUND   GEOCAC
 KW0945
 KW0945                          STATION DESCRIPTION
 KW0945
 KW0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW0945'3.7 MI NW FROM DAUPHIN.
 KW0945'ABOUT 3.7 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW0945'THE STATION AT DAUPHIN, DAUPHIN COUNTY, ABOUT 620 FEET UPSTREAM
 KW0945'FROM MILEPOST 97, ABOUT 150 FEET UPSTREAM FROM A COUNTRY-ROAD
 KW0945'CROSSING, IN THE TOP OF THE DOWNSTREAM END OF A SLOPING CONCRETE
 KW0945'RETAINING WALL, ABOUT 120 FEET RIVERWARD OF STATE HIGHWAY 14,
 KW0945'19 FEET LANDWARD OF THE LAND RAIL, AND ABOUT 4 FEET HIGHER THAN
 KW0945'THE TRACK.  A STANDARD DISK, STAMPED L 141 1941.
 KW0945
 KW0945                          STATION RECOVERY (2004)
 KW0945
 KW0945'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0945'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0041 ***********************************************************************
 MB0041  DESIGNATION -  L 142
 MB0041  PID         -  MB0041
 MB0041  STATE/COUNTY-  PA/CRAWFORD
 MB0041  USGS QUAD   -  CAMBRIDGE SPRINGS (1975)
 MB0041
 MB0041                         *CURRENT SURVEY CONTROL
 MB0041  ___________________________________________________________________
 MB0041* NAD 83(1986)-  41 47 32.     (N)    080 05 56.     (W)     SCALED    
 MB0041* NAVD 88     -       355.247  (meters)    1165.51   (feet)  ADJUSTED  
 MB0041  ___________________________________________________________________
 MB0041  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 MB0041  DYNAMIC HT  -         355.101 (meters)    1165.03  (feet)  COMP
 MB0041  MODELED GRAV-     980,200.8   (mgal)                       NAVD 88
 MB0041
 MB0041  VERT ORDER  -  FIRST     CLASS II
 MB0041
 MB0041.The horizontal coordinates were scaled from a topographic map and have
 MB0041.an estimated accuracy of +/- 6 seconds.
 MB0041
 MB0041.The orthometric height was determined by differential leveling
 MB0041.and adjusted by the National Geodetic Survey in June 1991..
 MB0041
 MB0041.The geoid height was determined by GEOID03.
 MB0041
 MB0041.The dynamic height is computed by dividing the NAVD 88
 MB0041.geopotential number by the normal gravity value computed on the
 MB0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0041.degrees latitude (g = 980.6199 gals.).
 MB0041
 MB0041.The modeled gravity was interpolated from observed gravity values.
 MB0041
 MB0041;                    North         East    Units  Estimated Accuracy
 MB0041;SPC PA N     -   183,170.      404,790.      MT  (+/- 180 meters Scaled)
 MB0041
 MB0041                          SUPERSEDED SURVEY CONTROL
 MB0041
 MB0041  NGVD 29 (??/??/92)  355.402  (m)         1166.01   (f) ADJ UNCH    1 2
 MB0041
 MB0041.Superseded values are not recommended for survey control.
 MB0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0041.See file dsdata.txt to determine how the superseded data were derived.
 MB0041
 MB0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG748271(NAD 83)
 MB0041_MARKER: DB = BENCH MARK DISK
 MB0041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0041_SP_SET: TOWER BASE
 MB0041_STAMPING: L 142 1941
 MB0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0041
 MB0041  HISTORY     - Date     Condition        Report By
 MB0041  HISTORY     - 1941     MONUMENTED       CGS
 MB0041
 MB0041                          STATION DESCRIPTION
 MB0041
 MB0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MB0041'2.3 MI SW FROM CAMBRIDGE SPRINGS.
 MB0041'2.3 MILES SOUTHWEST ALONG THE ERIE RAILROAD FROM THE STATION
 MB0041'AT CAMBRIDGE SPRINGS, 24.4 FEET WEST OF MILEPOST 90, IN THE SOUTH
 MB0041'CORNER OF THE CONCRETE BASE OF SIGNAL TOWER 502-1, 7.5 FEET
 MB0041'SOUTHWEST OF THE SOUTHWEST RAIL OF A SIDETRACK, 6.4 FEET NORTHEAST
 MB0041'OF THE NORTHEAST RAIL OF THE WESTBOUND TRACK, AND LEVEL WITH THE
 MB0041'TRACK.  A STANDARD DISK, STAMPED L 142 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1497 ***********************************************************************
 MA1497  DESIGNATION -  L 143
 MA1497  PID         -  MA1497
 MA1497  STATE/COUNTY-  PA/ERIE
 MA1497  USGS QUAD   -  CORRY (1993)
 MA1497
 MA1497                         *CURRENT SURVEY CONTROL
 MA1497  ___________________________________________________________________
 MA1497* NAD 83(1986)-  41 55 00.     (N)    079 40 13.     (W)     SCALED    
 MA1497* NAVD 88     -       427.093  (meters)    1401.22   (feet)  ADJUSTED  
 MA1497  ___________________________________________________________________
 MA1497  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 MA1497  DYNAMIC HT  -         426.915 (meters)    1400.64  (feet)  COMP
 MA1497  MODELED GRAV-     980,194.4   (mgal)                       NAVD 88
 MA1497
 MA1497  VERT ORDER  -  FIRST     CLASS II
 MA1497
 MA1497.The horizontal coordinates were scaled from a topographic map and have
 MA1497.an estimated accuracy of +/- 6 seconds.
 MA1497
 MA1497.The orthometric height was determined by differential leveling
 MA1497.and adjusted by the National Geodetic Survey in June 1991..
 MA1497
 MA1497.The geoid height was determined by GEOID03.
 MA1497
 MA1497.The dynamic height is computed by dividing the NAVD 88
 MA1497.geopotential number by the normal gravity value computed on the
 MA1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1497.degrees latitude (g = 980.6199 gals.).
 MA1497
 MA1497.The modeled gravity was interpolated from observed gravity values.
 MA1497
 MA1497;                    North         East    Units  Estimated Accuracy
 MA1497;SPC PA N     -   196,120.      440,710.      MT  (+/- 180 meters Scaled)
 MA1497
 MA1497                          SUPERSEDED SURVEY CONTROL
 MA1497
 MA1497  NGVD 29 (??/??/92)  427.245  (m)         1401.72   (f) ADJ UNCH    1 2
 MA1497
 MA1497.Superseded values are not recommended for survey control.
 MA1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1497.See file dsdata.txt to determine how the superseded data were derived.
 MA1497
 MA1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG102413(NAD 83)
 MA1497_MARKER: DB = BENCH MARK DISK
 MA1497_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1497_SP_SET: SIGNAL TOWER
 MA1497_STAMPING: L 143 1941
 MA1497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1497
 MA1497  HISTORY     - Date     Condition        Report By
 MA1497  HISTORY     - 1941     MONUMENTED       CGS
 MA1497  HISTORY     - 1950     GOOD             NGS
 MA1497
 MA1497                          STATION DESCRIPTION
 MA1497
 MA1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MA1497'1.7 MI W FROM CORRY.
 MA1497'1.7 MILES WEST ALONG THE ERIE RAILROAD FROM THE STATION AT
 MA1497'CORRY, ERIE COUNTY, 76 FEET EAST OF THE ONE-HALF MILESTONE,
 MA1497'BETWEEN THE ERIE RAILROAD AND PENNSYLVANIA RAILROAD TRACKS, IN
 MA1497'THE SOUTHEAST CORNER OF SIGNAL TOWER 475-1, 11.1 FEET NORTH OF
 MA1497'THE NORTH RAIL OF THE TRACK, AND ABOUT LEVEL WITH THE TRACK.  A
 MA1497'STANDARD DISK, STAMPED L 143 1941.
 MA1497
 MA1497                          STATION RECOVERY (1950)
 MA1497
 MA1497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MA1497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0882 ***********************************************************************
 KW0882  DESIGNATION -  L 144
 KW0882  PID         -  KW0882
 KW0882  STATE/COUNTY-  PA/PERRY
 KW0882  USGS QUAD   -  HARRISBURG WEST (1987)
 KW0882
 KW0882                         *CURRENT SURVEY CONTROL
 KW0882  ___________________________________________________________________
 KW0882* NAD 83(1986)-  40 21 21.     (N)    076 58 48.     (W)     SCALED    
 KW0882* NAVD 88     -       106.363  (meters)     348.96   (feet)  ADJUSTED  
 KW0882  ___________________________________________________________________
 KW0882  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 KW0882  DYNAMIC HT  -         106.311 (meters)     348.79  (feet)  COMP
 KW0882  MODELED GRAV-     980,129.3   (mgal)                       NAVD 88
 KW0882
 KW0882  VERT ORDER  -  FIRST     CLASS I
 KW0882
 KW0882.The horizontal coordinates were scaled from a topographic map and have
 KW0882.an estimated accuracy of +/- 6 seconds.
 KW0882
 KW0882.The orthometric height was determined by differential leveling
 KW0882.and adjusted by the National Geodetic Survey in June 1991..
 KW0882
 KW0882.The geoid height was determined by GEOID03.
 KW0882
 KW0882.The dynamic height is computed by dividing the NAVD 88
 KW0882.geopotential number by the normal gravity value computed on the
 KW0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0882.degrees latitude (g = 980.6199 gals.).
 KW0882
 KW0882.The modeled gravity was interpolated from observed gravity values.
 KW0882
 KW0882;                    North         East    Units  Estimated Accuracy
 KW0882;SPC PA S     -   113,820.      665,410.      MT  (+/- 180 meters Scaled)
 KW0882
 KW0882                          SUPERSEDED SURVEY CONTROL
 KW0882
 KW0882  NGVD 29 (??/??/??)  106.583  (m)          349.68   (f) ADJUSTED    1 1
 KW0882
 KW0882.Superseded values are not recommended for survey control.
 KW0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0882.See file dsdata.txt to determine how the superseded data were derived.
 KW0882
 KW0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK318691(NAD 83)
 KW0882_MARKER: DB = BENCH MARK DISK
 KW0882_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0882_SP_SET: FOUNDATION
 KW0882_STAMPING: L 144 1941
 KW0882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0882
 KW0882  HISTORY     - Date     Condition        Report By
 KW0882  HISTORY     - 1941     MONUMENTED       CGS
 KW0882  HISTORY     - 1966     GOOD             CGS
 KW0882  HISTORY     - 20040913 POOR             GEOCAC
 KW0882
 KW0882                          STATION DESCRIPTION
 KW0882
 KW0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0882'4.3 MI SE FROM DUNCANNON.
 KW0882'ABOUT 4.3 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW0882'THE ABANDONED STATION AT DUNCANNON, ABOUT 0.15 WEST OF MILEPOST
 KW0882'115, ABOUT 0.1 MILE EAST OF A ROAD CROSSING, SET IN THE TOP
 KW0882'OF A LEDGE OF THE MORE EASTERLY OF TWO ABANDONED CONCRETE
 KW0882'FOUNDATIONS, 6 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK,
 KW0882'AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
 KW0882
 KW0882                          STATION RECOVERY (2004)
 KW0882
 KW0882'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0882'DISK IS GONE AND A BOLT IS IN THE PLACE OF THE STEM. BOLT IS MARKED
 KW0882'WITH A CROSSLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1686 ***********************************************************************
 KW1686  DESIGNATION -  L 145
 KW1686  PID         -  KW1686
 KW1686  STATE/COUNTY-  PA/PERRY
 KW1686  USGS QUAD   -  MILLERSTOWN (1978)
 KW1686
 KW1686                         *CURRENT SURVEY CONTROL
 KW1686  ___________________________________________________________________
 KW1686* NAD 83(1986)-  40 32 35.     (N)    077 09 21.     (W)     SCALED    
 KW1686* NAVD 88     -       124.278  (meters)     407.74   (feet)  ADJUSTED  
 KW1686  ___________________________________________________________________
 KW1686  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 KW1686  DYNAMIC HT  -         124.220 (meters)     407.55  (feet)  COMP
 KW1686  MODELED GRAV-     980,150.8   (mgal)                       NAVD 88
 KW1686
 KW1686  VERT ORDER  -  FIRST     CLASS I
 KW1686
 KW1686.The horizontal coordinates were scaled from a topographic map and have
 KW1686.an estimated accuracy of +/- 6 seconds.
 KW1686
 KW1686.The orthometric height was determined by differential leveling
 KW1686.and adjusted by the National Geodetic Survey in June 1991..
 KW1686
 KW1686.The geoid height was determined by GEOID03.
 KW1686
 KW1686.The dynamic height is computed by dividing the NAVD 88
 KW1686.geopotential number by the normal gravity value computed on the
 KW1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1686.degrees latitude (g = 980.6199 gals.).
 KW1686
 KW1686.The modeled gravity was interpolated from observed gravity values.
 KW1686
 KW1686;                    North         East    Units  Estimated Accuracy
 KW1686;SPC PA S     -   134,490.      650,330.      MT  (+/- 180 meters Scaled)
 KW1686
 KW1686                          SUPERSEDED SURVEY CONTROL
 KW1686
 KW1686  NGVD 29 (??/??/??)  124.501  (m)          408.47   (f) ADJUSTED    1 1
 KW1686
 KW1686.Superseded values are not recommended for survey control.
 KW1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1686.See file dsdata.txt to determine how the superseded data were derived.
 KW1686
 KW1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK174902(NAD 83)
 KW1686_MARKER: DB = BENCH MARK DISK
 KW1686_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1686_SP_SET: ABUTMENT
 KW1686_STAMPING: L 145 1941
 KW1686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1686
 KW1686  HISTORY     - Date     Condition        Report By
 KW1686  HISTORY     - 1941     MONUMENTED       CGS
 KW1686  HISTORY     - 1966     GOOD             CGS
 KW1686
 KW1686                          STATION DESCRIPTION
 KW1686
 KW1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1686'0.4 MI SE FROM MILLERSTOWN.
 KW1686'0.4 MILE SOUTHEAST ALONG THE PENNSYLVANIA RIALROAD FROM THE STATE
 KW1686'HIGHWAY 17 BRIDGE OVER THE JUNIATA RIVER AT MILLERSTOWN, 12 RAILS
 KW1686'NORTHWEST OF MILEPOST 137, 5 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 KW1686'OF THE SOUTHWEST TRACK, SET IN THE TOP OF THE SOUTHWEST END OF THE
 KW1686'SOUTHEAST STONE ABUTMENT OF A STONE ARCH TYPE BRIDGE OVER RACCON
 KW1686'CREEK, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1374 ***********************************************************************
 KW1374  DESIGNATION -  L 146
 KW1374  PID         -  KW1374
 KW1374  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW1374  USGS QUAD   -  DALMATIA (1969)
 KW1374
 KW1374                         *CURRENT SURVEY CONTROL
 KW1374  ___________________________________________________________________
 KW1374* NAD 83(1986)-  40 39 55.     (N)    076 53 36.     (W)     SCALED    
 KW1374* NAVD 88     -       128.137  (meters)     420.40   (feet)  ADJUSTED  
 KW1374  ___________________________________________________________________
 KW1374  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 KW1374  DYNAMIC HT  -         128.078 (meters)     420.20  (feet)  COMP
 KW1374  MODELED GRAV-     980,156.9   (mgal)                       NAVD 88
 KW1374
 KW1374  VERT ORDER  -  FIRST     CLASS II
 KW1374
 KW1374.The horizontal coordinates were scaled from a topographic map and have
 KW1374.an estimated accuracy of +/- 6 seconds.
 KW1374
 KW1374.The orthometric height was determined by differential leveling
 KW1374.and adjusted by the National Geodetic Survey in June 1991..
 KW1374
 KW1374.The geoid height was determined by GEOID03.
 KW1374
 KW1374.The dynamic height is computed by dividing the NAVD 88
 KW1374.geopotential number by the normal gravity value computed on the
 KW1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1374.degrees latitude (g = 980.6199 gals.).
 KW1374
 KW1374.The modeled gravity was interpolated from observed gravity values.
 KW1374
 KW1374;                    North         East    Units  Estimated Accuracy
 KW1374;SPC PA N     -    55,730.      672,440.      MT  (+/- 180 meters Scaled)
 KW1374
 KW1374                          SUPERSEDED SURVEY CONTROL
 KW1374
 KW1374  NGVD 29 (??/??/??)  128.366  (m)          421.15   (f) ADJUSTED    1 2
 KW1374
 KW1374.Superseded values are not recommended for survey control.
 KW1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1374.See file dsdata.txt to determine how the superseded data were derived.
 KW1374
 KW1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL399033(NAD 83)
 KW1374_MARKER: DB = BENCH MARK DISK
 KW1374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1374_SP_SET: BASE
 KW1374_STAMPING: L 146 1941
 KW1374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1374
 KW1374  HISTORY     - Date     Condition        Report By
 KW1374  HISTORY     - 1941     MONUMENTED       CGS
 KW1374  HISTORY     - 1989     GOOD             USPSQD
 KW1374
 KW1374                          STATION DESCRIPTION
 KW1374
 KW1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1374'4.2 MI S FROM HERNDON.
 KW1374'4.2 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1374'STATION HERNDON, 0.7 MILE NORTHEAST OF DALMATIA, ABOUT 200
 KW1374'PACES NORTH OF MILEPOST 123, IN THE TOP OF THE CONCRETE BASE
 KW1374'OF SIGNAL 1230, AND 7 FEET WEST OF THE WEST RAIL.
 KW1374
 KW1374                          STATION RECOVERY (1989)
 KW1374
 KW1374'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0261 ***********************************************************************
 LZ0261  DESIGNATION -  L 147
 LZ0261  PID         -  LZ0261
 LZ0261  STATE/COUNTY-  PA/NORTHUMBERLAND
 LZ0261  USGS QUAD   -  MILTON (1983)
 LZ0261
 LZ0261                         *CURRENT SURVEY CONTROL
 LZ0261  ___________________________________________________________________
 LZ0261* NAD 83(1986)-  41 02 41.     (N)    076 51 02.     (W)     SCALED    
 LZ0261* NAVD 88     -       143.005  (meters)     469.18   (feet)  ADJUSTED  
 LZ0261  ___________________________________________________________________
 LZ0261  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LZ0261  DYNAMIC HT  -         142.943 (meters)     468.97  (feet)  COMP
 LZ0261  MODELED GRAV-     980,191.3   (mgal)                       NAVD 88
 LZ0261
 LZ0261  VERT ORDER  -  FIRST     CLASS II
 LZ0261
 LZ0261.The horizontal coordinates were scaled from a topographic map and have
 LZ0261.an estimated accuracy of +/- 6 seconds.
 LZ0261
 LZ0261.The orthometric height was determined by differential leveling
 LZ0261.and adjusted by the National Geodetic Survey in June 1991..
 LZ0261
 LZ0261.The geoid height was determined by GEOID03.
 LZ0261
 LZ0261.The dynamic height is computed by dividing the NAVD 88
 LZ0261.geopotential number by the normal gravity value computed on the
 LZ0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0261.degrees latitude (g = 980.6199 gals.).
 LZ0261
 LZ0261.The modeled gravity was interpolated from observed gravity values.
 LZ0261
 LZ0261;                    North         East    Units  Estimated Accuracy
 LZ0261;SPC PA N     -    97,900.      675,620.      MT  (+/- 180 meters Scaled)
 LZ0261
 LZ0261                          SUPERSEDED SURVEY CONTROL
 LZ0261
 LZ0261  NGVD 29 (??/??/92)  143.229  (m)          469.91   (f) ADJ UNCH    1 2
 LZ0261
 LZ0261.Superseded values are not recommended for survey control.
 LZ0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0261.See file dsdata.txt to determine how the superseded data were derived.
 LZ0261
 LZ0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL444453(NAD 83)
 LZ0261_MARKER: DB = BENCH MARK DISK
 LZ0261_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0261_SP_SET: BRIDGE
 LZ0261_STAMPING: L 147 1941
 LZ0261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0261
 LZ0261  HISTORY     - Date     Condition        Report By
 LZ0261  HISTORY     - 1941     MONUMENTED       CGS
 LZ0261  HISTORY     - 1960     GOOD             NGS
 LZ0261
 LZ0261                          STATION DESCRIPTION
 LZ0261
 LZ0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LZ0261'1.7 MI N FROM MILTON.
 LZ0261'1.7 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LZ0261'AT MILTON, NORTHCUMBERLAND COUNTY, ABOUT 0.4 MILE SOUTH OF
 LZ0261'MILEPOST 273, AT BRIDGE 273.29 OVER STATE HIGHWAY 14, IN THE
 LZ0261'SOUTHWEST WING WALL, AND 5 FEET WEST OF THE WEST RAIL.  A
 LZ0261'STANDARD DISK, STAMPED L 147 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3469 ***********************************************************************
 JV3469  DESIGNATION -  L 148
 JV3469  PID         -  JV3469
 JV3469  STATE/COUNTY-  PA/FRANKLIN
 JV3469  USGS QUAD   -  ST THOMAS (1990)
 JV3469
 JV3469                         *CURRENT SURVEY CONTROL
 JV3469  ___________________________________________________________________
 JV3469* NAD 83(1986)-  39 53 32.     (N)    077 47 42.     (W)     SCALED    
 JV3469* NAVD 88     -       183.485  (meters)     601.98   (feet)  ADJUSTED  
 JV3469  ___________________________________________________________________
 JV3469  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 JV3469  DYNAMIC HT  -         183.380 (meters)     601.64  (feet)  COMP
 JV3469  MODELED GRAV-     980,051.7   (mgal)                       NAVD 88
 JV3469
 JV3469  VERT ORDER  -  SECOND    CLASS 0
 JV3469
 JV3469.The horizontal coordinates were scaled from a topographic map and have
 JV3469.an estimated accuracy of +/- 6 seconds.
 JV3469
 JV3469.The orthometric height was determined by differential leveling
 JV3469.and adjusted by the National Geodetic Survey in June 1991..
 JV3469
 JV3469.The geoid height was determined by GEOID03.
 JV3469
 JV3469.The dynamic height is computed by dividing the NAVD 88
 JV3469.geopotential number by the normal gravity value computed on the
 JV3469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3469.degrees latitude (g = 980.6199 gals.).
 JV3469
 JV3469.The modeled gravity was interpolated from observed gravity values.
 JV3469
 JV3469;                    North         East    Units  Estimated Accuracy
 JV3469;SPC PA S     -    62,060.      596,150.      MT  (+/- 180 meters Scaled)
 JV3469
 JV3469                          SUPERSEDED SURVEY CONTROL
 JV3469
 JV3469  NGVD 29 (??/??/??)  183.674  (m)          602.60   (f) ADJUSTED    2 0
 JV3469
 JV3469.Superseded values are not recommended for survey control.
 JV3469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3469.See file dsdata.txt to determine how the superseded data were derived.
 JV3469
 JV3469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK610195(NAD 83)
 JV3469_MARKER: DB = BENCH MARK DISK
 JV3469_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3469_SP_SET: BRIDGE
 JV3469_STAMPING: L 148 1942
 JV3469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3469
 JV3469  HISTORY     - Date     Condition        Report By
 JV3469  HISTORY     - 1942     MONUMENTED       CGS
 JV3469
 JV3469                          STATION DESCRIPTION
 JV3469
 JV3469'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3469'2.1 MI S FROM SAINT THOMAS.
 JV3469'2.1 MILES SOUTH ALONG THE COUNTY ROAD FROM THE POST OFFICE AT
 JV3469'SAINT THOMAS, SET IN THE CENTER OF THE EAST HEADWALL OF A LARGE
 JV3469'CONCRETE BRIDGE ALONG THE ROAD, 95 FEET SOUTH OF THE SOUTHWEST
 JV3469'CORNER OF A LARGE BRICK HOUSE WITH A STONE FOUNDATION, 27.5
 JV3469'NORTH OF THE NORTH GATE POST, 12 FEET EAST OF CENTER-LINE OF
 JV3469'ROAD, 2.5 FEET ABOVE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0905 ***********************************************************************
 LZ0905  DESIGNATION -  L 15
 LZ0905  PID         -  LZ0905
 LZ0905  STATE/COUNTY-  PA/LYCOMING
 LZ0905  USGS QUAD   -  LINDEN (1973)
 LZ0905
 LZ0905                         *CURRENT SURVEY CONTROL
 LZ0905  ___________________________________________________________________
 LZ0905* NAD 83(1986)-  41 11 03.     (N)    077 14 24.     (W)     SCALED    
 LZ0905* NAVD 88     -       177.510  (meters)     582.38   (feet)  ADJUSTED  
 LZ0905  ___________________________________________________________________
 LZ0905  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 LZ0905  DYNAMIC HT  -         177.431 (meters)     582.12  (feet)  COMP
 LZ0905  MODELED GRAV-     980,173.3   (mgal)                       NAVD 88
 LZ0905
 LZ0905  VERT ORDER  -  FIRST     CLASS II
 LZ0905
 LZ0905.The horizontal coordinates were scaled from a topographic map and have
 LZ0905.an estimated accuracy of +/- 6 seconds.
 LZ0905
 LZ0905.The orthometric height was determined by differential leveling
 LZ0905.and adjusted by the National Geodetic Survey in June 1991..
 LZ0905
 LZ0905.The geoid height was determined by GEOID03.
 LZ0905
 LZ0905.The dynamic height is computed by dividing the NAVD 88
 LZ0905.geopotential number by the normal gravity value computed on the
 LZ0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0905.degrees latitude (g = 980.6199 gals.).
 LZ0905
 LZ0905.The modeled gravity was interpolated from observed gravity values.
 LZ0905
 LZ0905;                    North         East    Units  Estimated Accuracy
 LZ0905;SPC PA N     -   113,120.      642,790.      MT  (+/- 180 meters Scaled)
 LZ0905
 LZ0905                          SUPERSEDED SURVEY CONTROL
 LZ0905
 LZ0905  NGVD 29 (??/??/92)  177.717  (m)          583.06   (f) ADJ UNCH    1 2
 LZ0905
 LZ0905.Superseded values are not recommended for survey control.
 LZ0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0905.See file dsdata.txt to determine how the superseded data were derived.
 LZ0905
 LZ0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL121616(NAD 83)
 LZ0905_MARKER: DB = BENCH MARK DISK
 LZ0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0905_STAMPING: L 15 1934
 LZ0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0905+STABILITY: SURFACE MOTION
 LZ0905
 LZ0905  HISTORY     - Date     Condition        Report By
 LZ0905  HISTORY     - 1934     MONUMENTED       CGS
 LZ0905  HISTORY     - 1965     MARK NOT FOUND   USGS
 LZ0905
 LZ0905                          STATION DESCRIPTION
 LZ0905
 LZ0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0905'1 MI W FROM JERSEY SHORE.
 LZ0905'1 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 LZ0905'AT JERSEY SHORE, LYCOMING COUNTY, 650 FEET EAST OF MILEPOST 235,
 LZ0905'10 FEET EAST OF THE PHONE BOX ON POLE 235-5, 14 FEET SOUTH OF
 LZ0905'THE SOUTH RAIL OF THE EAST-BOUND TRACK, AND 16 FEET NORTH OF THE
 LZ0905'CENTERLINE OF A ROAD.  A STANDARD DISK, STAMPED L 15 1934 AND
 LZ0905'SET IN THE TOP OF A CONCRETE POST.
 LZ0905
 LZ0905                          STATION RECOVERY (1965)
 LZ0905
 LZ0905'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LZ0905'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1643 ***********************************************************************
 KW1643  DESIGNATION -  L 150
 KW1643  PID         -  KW1643
 KW1643  STATE/COUNTY-  PA/SNYDER
 KW1643  USGS QUAD   -  BEAVERTOWN (1973)
 KW1643
 KW1643                         *CURRENT SURVEY CONTROL
 KW1643  ___________________________________________________________________
 KW1643* NAD 83(1986)-  40 49 18.     (N)    077 12 27.     (W)     SCALED    
 KW1643* NAVD 88     -       314.588  (meters)    1032.11   (feet)  ADJUSTED  
 KW1643  ___________________________________________________________________
 KW1643  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 KW1643  DYNAMIC HT  -         314.435 (meters)    1031.61  (feet)  COMP
 KW1643  MODELED GRAV-     980,127.5   (mgal)                       NAVD 88
 KW1643
 KW1643  VERT ORDER  -  SECOND    CLASS 0
 KW1643
 KW1643.The horizontal coordinates were scaled from a topographic map and have
 KW1643.an estimated accuracy of +/- 6 seconds.
 KW1643
 KW1643.The orthometric height was determined by differential leveling
 KW1643.and adjusted by the National Geodetic Survey in June 1991..
 KW1643
 KW1643.The geoid height was determined by GEOID03.
 KW1643
 KW1643.The dynamic height is computed by dividing the NAVD 88
 KW1643.geopotential number by the normal gravity value computed on the
 KW1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1643.degrees latitude (g = 980.6199 gals.).
 KW1643
 KW1643.The modeled gravity was interpolated from observed gravity values.
 KW1643
 KW1643;                    North         East    Units  Estimated Accuracy
 KW1643;SPC PA S     -   165,400.      645,770.      MT  (+/- 180 meters Scaled)
 KW1643
 KW1643                          SUPERSEDED SURVEY CONTROL
 KW1643
 KW1643  NGVD 29 (??/??/??)  314.809  (m)         1032.84   (f) ADJUSTED    2 0
 KW1643
 KW1643.Superseded values are not recommended for survey control.
 KW1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1643.See file dsdata.txt to determine how the superseded data were derived.
 KW1643
 KW1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL138213(NAD 83)
 KW1643_MARKER: DB = BENCH MARK DISK
 KW1643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1643_STAMPING: L 150 1941
 KW1643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1643+STABILITY: SURFACE MOTION
 KW1643
 KW1643  HISTORY     - Date     Condition        Report By
 KW1643  HISTORY     - 1941     MONUMENTED       CGS
 KW1643
 KW1643                          STATION DESCRIPTION
 KW1643
 KW1643'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW1643'4.6 MI S FROM GLENIRON.
 KW1643'4.6 MILES SOUTH ALONG THE ROAD LEADING TO BEAVER SPRINGS FROM
 KW1643'THE PENNSYLVANIA RAILROAD STATION AT GLENIRON, 39.8 FEET EAST
 KW1643'OF THE CENTER OF THE ARCH OVER THE DRIVEWAY ENTRANCE TO EUREKA
 KW1643'PINES, 38.5 FEET NORTHEAST OF THE POST AT THE NORTHEAST
 KW1643'CORNER OF A GARDEN, 25.3 FEET SOUTHEAST OF THE EAST END OF A
 KW1643'15-INCH CORRUGATED-IRON CULVERT, 23.7 FEET NORTHEAST OF THE
 KW1643'CENTER LINE OF THE ROAD, 17.7 FEET SOUTHEAST OF AN 8-INCH OAK
 KW1643'TREE WITH A TRIANGULAR BLAZE, AND 4.8 FEET SOUTH OF A 6-INCH
 KW1643'PINE TREE WITH A TRIANGULAR BLAZE.  SET IN THE TOP OF A CONCRETE
 KW1643'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2273 ***********************************************************************
 KW2273  DESIGNATION -  L 151
 KW2273  PID         -  KW2273
 KW2273  STATE/COUNTY-  PA/MIFFLIN
 KW2273  USGS QUAD   -  LEWISTOWN (1983)
 KW2273
 KW2273                         *CURRENT SURVEY CONTROL
 KW2273  ___________________________________________________________________
 KW2273* NAD 83(1986)-  40 34 38.     (N)    077 32 17.     (W)     SCALED    
 KW2273* NAVD 88     -       147.250  (meters)     483.10   (feet)  ADJUSTED  
 KW2273  ___________________________________________________________________
 KW2273  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 KW2273  DYNAMIC HT  -         147.179 (meters)     482.87  (feet)  COMP
 KW2273  MODELED GRAV-     980,141.1   (mgal)                       NAVD 88
 KW2273
 KW2273  VERT ORDER  -  FIRST     CLASS I
 KW2273
 KW2273.The horizontal coordinates were scaled from a topographic map and have
 KW2273.an estimated accuracy of +/- 6 seconds.
 KW2273
 KW2273.The orthometric height was determined by differential leveling
 KW2273.and adjusted by the National Geodetic Survey in June 1991..
 KW2273
 KW2273.The geoid height was determined by GEOID03.
 KW2273
 KW2273.The dynamic height is computed by dividing the NAVD 88
 KW2273.geopotential number by the normal gravity value computed on the
 KW2273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2273.degrees latitude (g = 980.6199 gals.).
 KW2273
 KW2273.The modeled gravity was interpolated from observed gravity values.
 KW2273
 KW2273;                    North         East    Units  Estimated Accuracy
 KW2273;SPC PA S     -   138,140.      617,950.      MT  (+/- 180 meters Scaled)
 KW2273
 KW2273                          SUPERSEDED SURVEY CONTROL
 KW2273
 KW2273  NGVD 29 (??/??/??)  147.453  (m)          483.77   (f) ADJUSTED    1 1
 KW2273
 KW2273.Superseded values are not recommended for survey control.
 KW2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2273.See file dsdata.txt to determine how the superseded data were derived.
 KW2273
 KW2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK851949(NAD 83)
 KW2273_MARKER: DB = BENCH MARK DISK
 KW2273_SETTING: 80 = SET IN A BOULDER
 KW2273_SP_SET: BOULDER
 KW2273_STAMPING: L 151 1941
 KW2273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2273+STABILITY: SURFACE MOTION
 KW2273
 KW2273  HISTORY     - Date     Condition        Report By
 KW2273  HISTORY     - 1941     MONUMENTED       CGS
 KW2273  HISTORY     - 1966     GOOD             CGS
 KW2273
 KW2273                          STATION DESCRIPTION
 KW2273
 KW2273'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2273'2.6 MI SE FROM LEWISTOWN.
 KW2273'ABOUT 2.6 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD
 KW2273'FROM THE STATION AT LEWISTOWN, 4 1/2 RAILS WEST OF MILEPOST
 KW2273'163, 43 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH SET OF TRACKS,
 KW2273'SET IN THE TOP AND NEAR THE CENTER OF A 6- X 8-FOOT, SQUARE
 KW2273'TOPPED BOULDER, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3498 ***********************************************************************
 JV3498  DESIGNATION -  L 151
 JV3498  PID         -  JV3498
 JV3498  STATE/COUNTY-  PA/FRANKLIN
 JV3498  USGS QUAD   -  CLEAR SPRING (1971)
 JV3498
 JV3498                         *CURRENT SURVEY CONTROL
 JV3498  ___________________________________________________________________
 JV3498* NAD 83(1986)-  39 44 55.     (N)    077 53 29.     (W)     SCALED    
 JV3498* NAVD 88     -       182.153  (meters)     597.61   (feet)  ADJUSTED  
 JV3498  ___________________________________________________________________
 JV3498  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 JV3498  DYNAMIC HT  -         182.048 (meters)     597.27  (feet)  COMP
 JV3498  MODELED GRAV-     980,046.6   (mgal)                       NAVD 88
 JV3498
 JV3498  VERT ORDER  -  SECOND    CLASS 0
 JV3498
 JV3498.The horizontal coordinates were scaled from a topographic map and have
 JV3498.an estimated accuracy of +/- 6 seconds.
 JV3498
 JV3498.The orthometric height was determined by differential leveling
 JV3498.and adjusted by the National Geodetic Survey in June 1991..
 JV3498
 JV3498.The geoid height was determined by GEOID03.
 JV3498
 JV3498.The dynamic height is computed by dividing the NAVD 88
 JV3498.geopotential number by the normal gravity value computed on the
 JV3498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3498.degrees latitude (g = 980.6199 gals.).
 JV3498
 JV3498.The modeled gravity was interpolated from observed gravity values.
 JV3498
 JV3498;                    North         East    Units  Estimated Accuracy
 JV3498;SPC PA S     -    46,120.      587,880.      MT  (+/- 180 meters Scaled)
 JV3498
 JV3498                          SUPERSEDED SURVEY CONTROL
 JV3498
 JV3498  NGVD 29 (??/??/??)  182.350  (m)          598.26   (f) ADJUSTED    2 0
 JV3498
 JV3498.Superseded values are not recommended for survey control.
 JV3498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3498.See file dsdata.txt to determine how the superseded data were derived.
 JV3498
 JV3498_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK522038(NAD 83)
 JV3498_MARKER: DB = BENCH MARK DISK
 JV3498_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3498_SP_SET: BRIDGE
 JV3498_STAMPING: L-151 1942
 JV3498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3498
 JV3498  HISTORY     - Date     Condition        Report By
 JV3498  HISTORY     - 1942     MONUMENTED       CGS
 JV3498
 JV3498                          STATION DESCRIPTION
 JV3498
 JV3498'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3498'5.7 MI S FROM MERCERSBURG.
 JV3498'5.7 MILES SOUTH ALONG STATE HIGHWAY NO. 75 FROM THE POST OFFICE
 JV3498'AT MERCERSBURG, SET IN THE NORTH CORNER OF THE WEST GUARD WALL OF
 JV3498'A LARGE CONCRETE BRIDGE, 94 FEET NORTH OF THE CENTER-LINE OF A
 JV3498'SIDE ROAD LEADING EAST, 56.2 FEET NORTHWEST OF THE NORTHWEST
 JV3498'CORNER OF A LARGE 2-STORY FARM HOUSE, 46.7 FEET SOUTH OF
 JV3498'CENTER-LINE OF A SIDE ROAD LEADING WEST, 12.5 FEET WEST OF
 JV3498'CENTER-LINE OF THE HIGHWAY, 1 FOOT ABOVE ROAD LEVEL.  A STANDARD
 JV3498'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3499 ***********************************************************************
 JV3499  DESIGNATION -  L 151 RESET 1956 PADH
 JV3499  PID         -  JV3499
 JV3499  STATE/COUNTY-  PA/FRANKLIN
 JV3499  USGS QUAD   -  CLEAR SPRING (1971)
 JV3499
 JV3499                         *CURRENT SURVEY CONTROL
 JV3499  ___________________________________________________________________
 JV3499* NAD 83(1986)-  39 44 55.     (N)    077 53 29.     (W)     SCALED    
 JV3499* NAVD 88     -       182.47   (+/-2cm)     598.7    (feet)  VERTCON   
 JV3499  ___________________________________________________________________
 JV3499  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 JV3499
 JV3499  VERT ORDER  -  THIRD (See Below)
 JV3499
 JV3499.The horizontal coordinates were scaled from a topographic map and have
 JV3499.an estimated accuracy of +/- 6 seconds.
 JV3499
 JV3499.The NAVD 88 height was computed by applying the VERTCON shift value to
 JV3499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JV3499.The vertical order pertains to the NGVD 29 superseded value.
 JV3499
 JV3499.The geoid height was determined by GEOID03.
 JV3499
 JV3499;                    North         East    Units  Estimated Accuracy
 JV3499;SPC PA S     -    46,120.      587,880.      MT  (+/- 180 meters Scaled)
 JV3499
 JV3499                          SUPERSEDED SURVEY CONTROL
 JV3499
 JV3499  NGVD 29 (??/??/??)  182.67   (m)          599.3    (f) RESET       3  
 JV3499
 JV3499.Superseded values are not recommended for survey control.
 JV3499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3499.See file dsdata.txt to determine how the superseded data were derived.
 JV3499
 JV3499_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK522038(NAD 83)
 JV3499_MARKER: DB = BENCH MARK DISK
 JV3499_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3499_SP_SET: BRIDGE
 JV3499_STAMPING: L 151 RESET 1956
 JV3499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3499
 JV3499  HISTORY     - Date     Condition        Report By
 JV3499  HISTORY     - 1956     MONUMENTED       PADH
 JV3499
 JV3499                          STATION DESCRIPTION
 JV3499
 JV3499'DESCRIBED BY PA DEPT OF HIGHWAYS 1956
 JV3499'5.7 MI S FROM MERCERSBURG.
 JV3499'5.7 MILES SOUTH ALONG STATE HIGHWAY 75 FROM THE POST OFFICE AT
 JV3499'MERCERSBURG, FRANKLIN COUNTY, 84 FEET NORTH OF THE CENTER LINE
 JV3499'OF A SIDE ROAD LEADING EAST, 63 FEET SOUTH OF THE CENTER LINE
 JV3499'OF A SIDE ROAD LEADING WEST, AT A LARGE CONCRETE BRIDGE, IN THE
 JV3499'SOUTHWEST ABUTMENT CORNER, AND 21.5 FEET WEST OF THE CENTER LINE
 JV3499'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0075 ***********************************************************************
 JW0075  DESIGNATION -  L 152
 JW0075  PID         -  JW0075
 JW0075  STATE/COUNTY-  PA/FRANKLIN
 JW0075  USGS QUAD   -  BIG COVE TANNERY (1994)
 JW0075
 JW0075                         *CURRENT SURVEY CONTROL
 JW0075  ___________________________________________________________________
 JW0075* NAD 83(1986)-  39 45 34.     (N)    078 01 17.     (W)     SCALED    
 JW0075* NAVD 88     -       156.882  (meters)     514.70   (feet)  ADJUSTED  
 JW0075  ___________________________________________________________________
 JW0075  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 JW0075  DYNAMIC HT  -         156.791 (meters)     514.41  (feet)  COMP
 JW0075  MODELED GRAV-     980,040.2   (mgal)                       NAVD 88
 JW0075
 JW0075  VERT ORDER  -  SECOND    CLASS 0
 JW0075
 JW0075.The horizontal coordinates were scaled from a topographic map and have
 JW0075.an estimated accuracy of +/- 6 seconds.
 JW0075
 JW0075.The orthometric height was determined by differential leveling
 JW0075.and adjusted by the National Geodetic Survey in June 1991..
 JW0075
 JW0075.The geoid height was determined by GEOID03.
 JW0075
 JW0075.The dynamic height is computed by dividing the NAVD 88
 JW0075.geopotential number by the normal gravity value computed on the
 JW0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0075.degrees latitude (g = 980.6199 gals.).
 JW0075
 JW0075.The modeled gravity was interpolated from observed gravity values.
 JW0075
 JW0075;                    North         East    Units  Estimated Accuracy
 JW0075;SPC PA S     -    47,350.      576,740.      MT  (+/- 180 meters Scaled)
 JW0075
 JW0075                          SUPERSEDED SURVEY CONTROL
 JW0075
 JW0075  NGVD 29 (??/??/92)  157.079  (m)          515.35   (f) ADJ UNCH    2 0
 JW0075
 JW0075.Superseded values are not recommended for survey control.
 JW0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0075.See file dsdata.txt to determine how the superseded data were derived.
 JW0075
 JW0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE551053(NAD 83)
 JW0075_MARKER: DB = BENCH MARK DISK
 JW0075_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0075_SP_SET: BUILDING
 JW0075_STAMPING: L 152 1942
 JW0075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0075
 JW0075  HISTORY     - Date     Condition        Report By
 JW0075  HISTORY     - 1942     MONUMENTED       CGS
 JW0075
 JW0075                          STATION DESCRIPTION
 JW0075
 JW0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JW0075'10.4 MI SW FROM MERCERSBURG.
 JW0075'10.4 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 456 FROM THE POST
 JW0075'OFFICE AT MERCERSBURG, SET IN THE NORTHEAST FACE AT THE EAST
 JW0075'CORNER OF A LARGE STOCK BARN, 88 FEET NORTHWEST OF THE CENTER-LINE
 JW0075'OF THE HIGHWAY, 2.7 FEET ABOVE THE GROUND LEVEL, 1.8 FEET NORTHWEST
 JW0075'OF THE EAST CORNER OF THE BUILDING.  A STANDARD DISK SET
 JW0075'VERTICALLY, STAMPED L 152 1942
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2374 ***********************************************************************
 KW2374  DESIGNATION -  L 152 PADH
 KW2374  PID         -  KW2374
 KW2374  STATE/COUNTY-  PA/CENTRE
 KW2374  USGS QUAD   -  CENTRE HALL (1984)
 KW2374
 KW2374                         *CURRENT SURVEY CONTROL
 KW2374  ___________________________________________________________________
 KW2374* NAD 83(1986)-  40 48 05.     (N)    077 37 33.     (W)     SCALED    
 KW2374* NAVD 88     -       367.510  (meters)    1205.74   (feet)  ADJUSTED  
 KW2374  ___________________________________________________________________
 KW2374  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KW2374  DYNAMIC HT  -         367.328 (meters)    1205.14  (feet)  COMP
 KW2374  MODELED GRAV-     980,117.6   (mgal)                       NAVD 88
 KW2374
 KW2374  VERT ORDER  -  SECOND    CLASS 0
 KW2374
 KW2374.The horizontal coordinates were scaled from a topographic map and have
 KW2374.an estimated accuracy of +/- 6 seconds.
 KW2374
 KW2374.The orthometric height was determined by differential leveling
 KW2374.and adjusted by the National Geodetic Survey in June 1991..
 KW2374
 KW2374.The geoid height was determined by GEOID03.
 KW2374
 KW2374.The dynamic height is computed by dividing the NAVD 88
 KW2374.geopotential number by the normal gravity value computed on the
 KW2374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2374.degrees latitude (g = 980.6199 gals.).
 KW2374
 KW2374.The modeled gravity was interpolated from observed gravity values.
 KW2374
 KW2374;                    North         East    Units  Estimated Accuracy
 KW2374;SPC PA N     -    70,500.      610,480.      MT  (+/- 180 meters Scaled)
 KW2374
 KW2374                          SUPERSEDED SURVEY CONTROL
 KW2374
 KW2374  NGVD 29 (??/??/??)  367.715  (m)         1206.41   (f) ADJUSTED    2 0
 KW2374
 KW2374.Superseded values are not recommended for survey control.
 KW2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2374.See file dsdata.txt to determine how the superseded data were derived.
 KW2374
 KW2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL784200(NAD 83)
 KW2374_MARKER: DD = SURVEY DISK
 KW2374_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2374_SP_SET: ABUTMENT
 KW2374_STAMPING: L 152 1941
 KW2374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2374_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW2374+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2000
 KW2374
 KW2374  HISTORY     - Date     Condition        Report By
 KW2374  HISTORY     - 1941     MONUMENTED       PADH
 KW2374  HISTORY     - 1941     GOOD             CGS
 KW2374  HISTORY     - 20000210 GOOD             PADT
 KW2374
 KW2374                          STATION DESCRIPTION
 KW2374
 KW2374'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KW2374'4 MI SE FROM CENTRE HALL.
 KW2374'ABOUT 4.0 MILES SOUTHEAST ALONG STATE HIGHWAY 53 FROM THE
 KW2374'PENNSYLVANIA RAILROAD STATION AT CENTRE HALL, CENTRE COUNTY,
 KW2374'ABOUT 0.5 MILE NORTHWEST OF THE JUNCTION WITH U.S. HIGHWAY
 KW2374'322, ABOUT 110 FEET WEST OF THE ATLANTIC OIL CO. SERVICE STATION,
 KW2374'10 FEET NORTHWEST OF POLE 845, AT HIGHWAY BRIDGE 195-25, IN THE
 KW2374'TOP OF THE NORTH CORNER OF THE EAST ABUTMENT, 0.5 FOOT NORTH OF THE
 KW2374'NORTHEAST CONCRETE GUARD RAIL POST, AND 22 FEET NORTH OF THE
 KW2374'CENTER LINE OF THE HIGHWAY.  A PENNSYLVANIA DEPARTMENT OF
 KW2374'HIGHWAYS STANDARD DISK, STAMPED L 152 1941.
 KW2374
 KW2374                          STATION RECOVERY (2000)
 KW2374
 KW2374'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (GAC)
 KW2374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2166 ***********************************************************************
 KW2166  DESIGNATION -  L 153
 KW2166  PID         -  KW2166
 KW2166  STATE/COUNTY-  PA/MIFFLIN
 KW2166  USGS QUAD   -  NEWTON HAMILTON (1971)
 KW2166
 KW2166                         *CURRENT SURVEY CONTROL
 KW2166  ___________________________________________________________________
 KW2166* NAD 83(1986)-  40 24 15.     (N)    077 48 47.     (W)     SCALED    
 KW2166* NAVD 88     -       176.823  (meters)     580.13   (feet)  ADJUSTED  
 KW2166  ___________________________________________________________________
 KW2166  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 KW2166  DYNAMIC HT  -         176.733 (meters)     579.83  (feet)  COMP
 KW2166  MODELED GRAV-     980,110.2   (mgal)                       NAVD 88
 KW2166
 KW2166  VERT ORDER  -  FIRST     CLASS I
 KW2166
 KW2166.The horizontal coordinates were scaled from a topographic map and have
 KW2166.an estimated accuracy of +/- 6 seconds.
 KW2166
 KW2166.The orthometric height was determined by differential leveling
 KW2166.and adjusted by the National Geodetic Survey in June 1991..
 KW2166
 KW2166.The geoid height was determined by GEOID03.
 KW2166
 KW2166.The dynamic height is computed by dividing the NAVD 88
 KW2166.geopotential number by the normal gravity value computed on the
 KW2166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2166.degrees latitude (g = 980.6199 gals.).
 KW2166
 KW2166.The modeled gravity was interpolated from observed gravity values.
 KW2166
 KW2166;                    North         East    Units  Estimated Accuracy
 KW2166;SPC PA S     -   118,900.      594,650.      MT  (+/- 180 meters Scaled)
 KW2166
 KW2166                          SUPERSEDED SURVEY CONTROL
 KW2166
 KW2166  NGVD 29 (??/??/??)  177.020  (m)          580.77   (f) ADJUSTED    1 1
 KW2166
 KW2166.Superseded values are not recommended for survey control.
 KW2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2166.See file dsdata.txt to determine how the superseded data were derived.
 KW2166
 KW2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK612764(NAD 83)
 KW2166_MARKER: DB = BENCH MARK DISK
 KW2166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2166_SP_SET: LEDGE
 KW2166_STAMPING: L 153 1941
 KW2166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2166
 KW2166  HISTORY     - Date     Condition        Report By
 KW2166  HISTORY     - 1941     MONUMENTED       CGS
 KW2166  HISTORY     - 1966     GOOD             CGS
 KW2166
 KW2166                          STATION DESCRIPTION
 KW2166
 KW2166'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2166'4.4 MI NE FROM MOUNT UNION.
 KW2166'4.45 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW2166'STATION AT MOUNT UNION, 19 1/2 RAILS NORTHEAST OF MILEPOST 186,
 KW2166'9 1/2 RAILS SOUTHWEST OF THE NORTHEAST END OF A CUT FOR THE
 KW2166'RAILROAD, 16 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 KW2166'NORTHWEST SET OF TRACKS, SET IN THE TOP OF A LEDGE AT THE BASE
 KW2166'OF A ROCK WALL, AND ABOUT LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1919 ***********************************************************************
 KW1919  DESIGNATION -  L 154
 KW1919  PID         -  KW1919
 KW1919  STATE/COUNTY-  PA/PERRY
 KW1919  USGS QUAD   -  WERTZVILLE (1987)
 KW1919
 KW1919                         *CURRENT SURVEY CONTROL
 KW1919  ___________________________________________________________________
 KW1919* NAD 83(1986)-  40 18 51.     (N)    077 01 58.     (W)     SCALED    
 KW1919* NAVD 88     -       247.845  (meters)     813.14   (feet)  ADJUSTED  
 KW1919  ___________________________________________________________________
 KW1919  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 KW1919  DYNAMIC HT  -         247.724 (meters)     812.74  (feet)  COMP
 KW1919  MODELED GRAV-     980,127.1   (mgal)                       NAVD 88
 KW1919
 KW1919  VERT ORDER  -  SECOND    CLASS 0
 KW1919
 KW1919.The horizontal coordinates were scaled from a topographic map and have
 KW1919.an estimated accuracy of +/- 6 seconds.
 KW1919
 KW1919.The orthometric height was determined by differential leveling
 KW1919.and adjusted by the National Geodetic Survey in June 1991..
 KW1919
 KW1919.The geoid height was determined by GEOID03.
 KW1919
 KW1919.The dynamic height is computed by dividing the NAVD 88
 KW1919.geopotential number by the normal gravity value computed on the
 KW1919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1919.degrees latitude (g = 980.6199 gals.).
 KW1919
 KW1919.The modeled gravity was interpolated from observed gravity values.
 KW1919
 KW1919;                    North         East    Units  Estimated Accuracy
 KW1919;SPC PA S     -   109,150.      660,960.      MT  (+/- 180 meters Scaled)
 KW1919
 KW1919                          SUPERSEDED SURVEY CONTROL
 KW1919
 KW1919  NGVD 29 (??/??/??)  248.059  (m)          813.84   (f) ADJUSTED    2 0
 KW1919
 KW1919.Superseded values are not recommended for survey control.
 KW1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1919.See file dsdata.txt to determine how the superseded data were derived.
 KW1919
 KW1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK272646(NAD 83)
 KW1919_MARKER: DB = BENCH MARK DISK
 KW1919_SETTING: 80 = SET IN A BOULDER
 KW1919_SP_SET: BOULDER
 KW1919_STAMPING: L 154 1942
 KW1919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1919+STABILITY: SURFACE MOTION
 KW1919
 KW1919  HISTORY     - Date     Condition        Report By
 KW1919  HISTORY     - 1942     MONUMENTED       CGS
 KW1919  HISTORY     - 1953     MARK NOT FOUND   CGS
 KW1919
 KW1919                          STATION DESCRIPTION
 KW1919
 KW1919'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1919'8.9 MI N FROM MECHANICSBURG.
 KW1919'8.9 MILES NORTH ALONG COUNTY ROAD FROM THE POST OFFICE AT
 KW1919'MECHANICSBURG, SET AT THE SUMMIT OF THE MOUNTAIN, AT THE INTERSECTION
 KW1919'OF THE MAIN ROAD AND A SIDE ROAD LEADING WEST ALONG THE TOP OF
 KW1919'MOUNTAIN, 39.6 FEET WEST OF CENTER-LINE OF THE MAIN ROAD, 40 FEET
 KW1919'SOUTHWEST OF A 24-INCH TREE WITH A TRIANGULAR BLAZE ON THE EAST
 KW1919'SIDE OF TREE, 7 FEET SOUTH OF CENTER-LINE OF THE SIDE ROAD, SET
 KW1919'IN THE TOP OF A LARGE SANDSTONE BOUNDER FLUSH WITH THE GROUND.
 KW1919'A STANDARD DISK.
 KW1919
 KW1919                          STATION RECOVERY (1953)
 KW1919
 KW1919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 KW1919'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0911 ***********************************************************************
 KW0911  DESIGNATION -  L 155
 KW0911  PID         -  KW0911
 KW0911  STATE/COUNTY-  PA/DAUPHIN
 KW0911  USGS QUAD   -  MIDDLETOWN (1990)
 KW0911
 KW0911                         *CURRENT SURVEY CONTROL
 KW0911  ___________________________________________________________________
 KW0911* NAD 83(1986)-  40 11 50.     (N)    076 44 47.     (W)     SCALED    
 KW0911* NAVD 88     -        98.982  (meters)     324.74   (feet)  ADJUSTED  
 KW0911  ___________________________________________________________________
 KW0911  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 KW0911  DYNAMIC HT  -          98.931 (meters)     324.58  (feet)  COMP
 KW0911  MODELED GRAV-     980,107.1   (mgal)                       NAVD 88
 KW0911
 KW0911  VERT ORDER  -  FIRST     CLASS II
 KW0911
 KW0911.The horizontal coordinates were scaled from a topographic map and have
 KW0911.an estimated accuracy of +/- 6 seconds.
 KW0911
 KW0911.The orthometric height was determined by differential leveling
 KW0911.and adjusted by the National Geodetic Survey in June 1991..
 KW0911
 KW0911.The geoid height was determined by GEOID03.
 KW0911
 KW0911.The dynamic height is computed by dividing the NAVD 88
 KW0911.geopotential number by the normal gravity value computed on the
 KW0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0911.degrees latitude (g = 980.6199 gals.).
 KW0911
 KW0911.The modeled gravity was interpolated from observed gravity values.
 KW0911
 KW0911;                    North         East    Units  Estimated Accuracy
 KW0911;SPC PA S     -    96,410.      685,450.      MT  (+/- 180 meters Scaled)
 KW0911
 KW0911                          SUPERSEDED SURVEY CONTROL
 KW0911
 KW0911  NGVD 29 (??/??/??)   99.222  (m)          325.53   (f) ADJUSTED    1 2
 KW0911
 KW0911.Superseded values are not recommended for survey control.
 KW0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0911.See file dsdata.txt to determine how the superseded data were derived.
 KW0911
 KW0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK513511(NAD 83)
 KW0911_MARKER: DB = BENCH MARK DISK
 KW0911_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KW0911+WITH SETTING: PAVEMENT
 KW0911_SP_SET: IRON POLE BASE
 KW0911_STAMPING: L 155 1942
 KW0911_MARK LOGO: CGS   
 KW0911_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KW0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0911+STABILITY: SURFACE MOTION
 KW0911
 KW0911  HISTORY     - Date     Condition        Report By
 KW0911  HISTORY     - 1942     MONUMENTED       CGS
 KW0911  HISTORY     - 1972     GOOD             NGS
 KW0911  HISTORY     - 1979     GOOD             NGS
 KW0911  HISTORY     - 20000428 GOOD             NGS
 KW0911  HISTORY     - 20060117 GOOD             PADT
 KW0911
 KW0911                          STATION DESCRIPTION
 KW0911
 KW0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0911'1 MI NW FROM MIDDLETOWN.
 KW0911'ABOUT 1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 230 FROM THE
 KW0911'PENNSYLVANIA RAILROAD STATION AT MIDDLETOWN, DAUPHIN COUNTY,
 KW0911'BETWEEN THE HIGHWAY AND THE P.R.R. TRACK, IN THE NORTH SIDE OF
 KW0911'THE CONCRETE BASE SUPPORTING IRON POLE 95-64 FOR THE
 KW0911'ELECTRIC CABLES, 29.6 FEET SOUTH OF THE CENTER LINE OF THE
 KW0911'HIGHWAY, 11.3 FEET NORTH OF THE NORTH RAIL, 1.9 FEET SOUTH OF
 KW0911'A GUARDRAIL FENCE, ABOUT 2-1/2 FEET HIGHER THAN THE TRACK, AND
 KW0911'ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 KW0911'STAMPED L 155 1942.
 KW0911
 KW0911                          STATION RECOVERY (1972)
 KW0911
 KW0911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 KW0911'RECOVERED IN GOOD CONDITION.
 KW0911
 KW0911                          STATION RECOVERY (1979)
 KW0911
 KW0911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW0911'RECOVERED IN GOOD CONDITION.
 KW0911
 KW0911                          STATION RECOVERY (2000)
 KW0911
 KW0911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (EC)
 KW0911'RECOVERY AS DESCRIBED.
 KW0911
 KW0911                          STATION RECOVERY (2006)
 KW0911
 KW0911'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (LJM)
 KW0911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2014 ***********************************************************************
 JV2014  DESIGNATION -  L 156 PADH
 JV2014  PID         -  JV2014
 JV2014  STATE/COUNTY-  PA/FRANKLIN
 JV2014  USGS QUAD   -  CALEDONIA PARK (1990)
 JV2014
 JV2014                         *CURRENT SURVEY CONTROL
 JV2014  ___________________________________________________________________
 JV2014* NAD 83(1986)-  39 54 22.     (N)    077 28 42.     (W)     SCALED    
 JV2014* NAVD 88     -       287.399  (meters)     942.91   (feet)  ADJUSTED  
 JV2014  ___________________________________________________________________
 JV2014  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 JV2014  DYNAMIC HT  -         287.229 (meters)     942.35  (feet)  COMP
 JV2014  MODELED GRAV-     980,028.0   (mgal)                       NAVD 88
 JV2014
 JV2014  VERT ORDER  -  SECOND    CLASS 0
 JV2014
 JV2014.The horizontal coordinates were scaled from a topographic map and have
 JV2014.an estimated accuracy of +/- 6 seconds.
 JV2014
 JV2014.The orthometric height was determined by differential leveling
 JV2014.and adjusted by the National Geodetic Survey in June 1991..
 JV2014
 JV2014.The geoid height was determined by GEOID03.
 JV2014
 JV2014.The dynamic height is computed by dividing the NAVD 88
 JV2014.geopotential number by the normal gravity value computed on the
 JV2014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2014.degrees latitude (g = 980.6199 gals.).
 JV2014
 JV2014.The modeled gravity was interpolated from observed gravity values.
 JV2014
 JV2014;                    North         East    Units  Estimated Accuracy
 JV2014;SPC PA S     -    63,630.      623,230.      MT  (+/- 180 meters Scaled)
 JV2014
 JV2014                          SUPERSEDED SURVEY CONTROL
 JV2014
 JV2014  NGVD 29 (??/??/??)  287.578  (m)          943.50   (f) ADJUSTED    2 0
 JV2014
 JV2014.Superseded values are not recommended for survey control.
 JV2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2014.See file dsdata.txt to determine how the superseded data were derived.
 JV2014
 JV2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK881202(NAD 83)
 JV2014_MARKER: DD = SURVEY DISK
 JV2014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV2014_SP_SET: BRIDGE
 JV2014_STAMPING: L 156 1942
 JV2014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV2014
 JV2014  HISTORY     - Date     Condition        Report By
 JV2014  HISTORY     - 1942     MONUMENTED       PADH
 JV2014  HISTORY     - 1942     GOOD             CGS
 JV2014
 JV2014                          STATION DESCRIPTION
 JV2014
 JV2014'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV2014'7.4 MI W FROM CASHTOWN.
 JV2014'IN FRANKLIN COUNTY, 7.4 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE
 JV2014'POST OFFICE AT CASHTOWN, ADAMS COUNTY, IN THE CURBING OF THE
 JV2014'NORTH GUARDRAIL OF THE BRIDGE OVER ROCK MOUNTAIN CREEK, BETWEEN
 JV2014'HIGHWAY 233 LEADING NORTH AND HIGHWAY 233 LEADING SOUTH, 21.6
 JV2014'FEET WEST OF THE NORTHEAST CORNER OF THE BRIDGE, AND 11.4 FEET
 JV2014'NORTH OF THE CENTERLINE OF HIGHWAY 30.  A PENNSYLVANIA STATE
 JV2014'HIGHWAY DEPARTMENT STANDARD DISK, STAMPED L 156 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3381 ***********************************************************************
 JV3381  DESIGNATION -  L 157 PADH
 JV3381  PID         -  JV3381
 JV3381  STATE/COUNTY-  PA/FRANKLIN
 JV3381  USGS QUAD   -  WAYNESBORO (1990)
 JV3381
 JV3381                         *CURRENT SURVEY CONTROL
 JV3381  ___________________________________________________________________
 JV3381* NAD 83(1986)-  39 47 23.     (N)    077 34 30.     (W)     SCALED    
 JV3381* NAVD 88     -       203.574  (meters)     667.89   (feet)  ADJUSTED  
 JV3381  ___________________________________________________________________
 JV3381  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 JV3381  DYNAMIC HT  -         203.454 (meters)     667.50  (feet)  COMP
 JV3381  MODELED GRAV-     980,036.9   (mgal)                       NAVD 88
 JV3381
 JV3381  VERT ORDER  -  SECOND    CLASS 0
 JV3381
 JV3381.The horizontal coordinates were scaled from a topographic map and have
 JV3381.an estimated accuracy of +/- 6 seconds.
 JV3381
 JV3381.The orthometric height was determined by differential leveling
 JV3381.and adjusted by the National Geodetic Survey in June 1991..
 JV3381
 JV3381.The geoid height was determined by GEOID03.
 JV3381
 JV3381.The dynamic height is computed by dividing the NAVD 88
 JV3381.geopotential number by the normal gravity value computed on the
 JV3381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3381.degrees latitude (g = 980.6199 gals.).
 JV3381
 JV3381.The modeled gravity was interpolated from observed gravity values.
 JV3381
 JV3381;                    North         East    Units  Estimated Accuracy
 JV3381;SPC PA S     -    50,690.      614,990.      MT  (+/- 180 meters Scaled)
 JV3381
 JV3381                          SUPERSEDED SURVEY CONTROL
 JV3381
 JV3381  NGVD 29 (??/??/??)  203.752  (m)          668.48   (f) ADJUSTED    2 0
 JV3381
 JV3381.Superseded values are not recommended for survey control.
 JV3381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3381.See file dsdata.txt to determine how the superseded data were derived.
 JV3381
 JV3381_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK795075(NAD 83)
 JV3381_MARKER: DD = SURVEY DISK
 JV3381_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV3381_SP_SET: BRIDGE
 JV3381_STAMPING: L 157 1942
 JV3381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3381
 JV3381  HISTORY     - Date     Condition        Report By
 JV3381  HISTORY     - 1942     MONUMENTED       PADH
 JV3381  HISTORY     - 1942     GOOD             CGS
 JV3381
 JV3381                          STATION DESCRIPTION
 JV3381
 JV3381'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3381'3.1 MI N FROM WAYNESBORO.
 JV3381'3.1 MILES NORTH ALONG STATE HIGHWAY 997 FROM THE POST OFFICE AT
 JV3381'WAYNESBORO, FRANKLIN COUNTY, IN THE NORTH WINGWALL OF A CONCRETE
 JV3381'BRIDGE UNDER THE HIGHWAY, 13.7 FEET NORTHWEST OF THE CENTERLINE
 JV3381'OF THE HIGHWAY.  A PENNSYLVANIA STATE HIGHWAY DEPARTMENT STANDARD
 JV3381'DISK, STAMPED L 157 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3427 ***********************************************************************
 JV3427  DESIGNATION -  L 158
 JV3427  PID         -  JV3427
 JV3427  STATE/COUNTY-  PA/FRANKLIN
 JV3427  USGS QUAD   -  WAYNESBORO (1990)
 JV3427
 JV3427                         *CURRENT SURVEY CONTROL
 JV3427  ___________________________________________________________________
 JV3427* NAD 83(1986)-  39 45 31.     (N)    077 34 59.     (W)     SCALED    
 JV3427* NAVD 88     -       216.634  (meters)     710.74   (feet)  ADJUSTED  
 JV3427  ___________________________________________________________________
 JV3427  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 JV3427  DYNAMIC HT  -         216.509 (meters)     710.33  (feet)  COMP
 JV3427  MODELED GRAV-     980,042.5   (mgal)                       NAVD 88
 JV3427
 JV3427  VERT ORDER  -  SECOND    CLASS 0
 JV3427
 JV3427.The horizontal coordinates were scaled from a topographic map and have
 JV3427.an estimated accuracy of +/- 6 seconds.
 JV3427
 JV3427.The orthometric height was determined by differential leveling
 JV3427.and adjusted by the National Geodetic Survey in June 1991..
 JV3427
 JV3427.The geoid height was determined by GEOID03.
 JV3427
 JV3427.The dynamic height is computed by dividing the NAVD 88
 JV3427.geopotential number by the normal gravity value computed on the
 JV3427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3427.degrees latitude (g = 980.6199 gals.).
 JV3427
 JV3427.The modeled gravity was interpolated from observed gravity values.
 JV3427
 JV3427;                    North         East    Units  Estimated Accuracy
 JV3427;SPC PA S     -    47,230.      614,310.      MT  (+/- 180 meters Scaled)
 JV3427
 JV3427                          SUPERSEDED SURVEY CONTROL
 JV3427
 JV3427  NGVD 29 (??/??/??)  216.815  (m)          711.33   (f) ADJUSTED    2 0
 JV3427
 JV3427.Superseded values are not recommended for survey control.
 JV3427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3427.See file dsdata.txt to determine how the superseded data were derived.
 JV3427
 JV3427_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK787041(NAD 83)
 JV3427_MARKER: DB = BENCH MARK DISK
 JV3427_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV3427_SP_SET: POLE BASE
 JV3427_STAMPING: L 158 1942
 JV3427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV3427
 JV3427  HISTORY     - Date     Condition        Report By
 JV3427  HISTORY     - 1942     MONUMENTED       CGS
 JV3427  HISTORY     - 19900903 MARK NOT FOUND   USGS
 JV3427  HISTORY     - 20040501 MARK NOT FOUND   USPSQD
 JV3427
 JV3427                          STATION DESCRIPTION
 JV3427
 JV3427'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV3427'AT WAYNESBORO.
 JV3427'AT WAYNESBORO, FRANKLIN COUNTY, 0.6 MILE NORTHWEST ALONG STATE
 JV3427'HIGHWAY 16 FROM THE POST OFFICE, IN THE SOUTHWEST CORNER OF THE
 JV3427'CONCRETE BASE OF THE FLOODLIGHT POLE AT THE SOUTHEAST ENTRANCE
 JV3427'TO AN ATLANTIC SERVICE STATION, 54 FEET SOUTH OF THE SOUTH CORNER
 JV3427'OF THE SERVICE STATION, AND 36 FEET NORTHEAST OF THE CENTERLINE
 JV3427'OF THE HIGHWAY.  A STANDARD DISK, STAMPED L 158 1942.
 JV3427
 JV3427                          STATION RECOVERY (1990)
 JV3427
 JV3427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (BJS)
 JV3427'MARK NOT FOUND.
 JV3427
 JV3427                          STATION RECOVERY (2004)
 JV3427
 JV3427'RECOVERY NOTE BY US POWER SQUADRON 2004 (CM)
 JV3427'SERVICE STATION GONE.  NO EVIDENCE OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2088 ***********************************************************************
 JV2088  DESIGNATION -  L 159
 JV2088  PID         -  JV2088
 JV2088  STATE/COUNTY-  PA/CUMBERLAND
 JV2088  USGS QUAD   -  CALEDONIA PARK (1990)
 JV2088
 JV2088                         *CURRENT SURVEY CONTROL
 JV2088  ___________________________________________________________________
 JV2088* NAD 83(1986)-  39 59 51.     (N)    077 25 12.     (W)     SCALED    
 JV2088* NAVD 88     -       590.853  (meters)    1938.49   (feet)  ADJUSTED  
 JV2088  ___________________________________________________________________
 JV2088  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 JV2088  DYNAMIC HT  -         590.489 (meters)    1937.30  (feet)  COMP
 JV2088  MODELED GRAV-     979,991.1   (mgal)                       NAVD 88
 JV2088
 JV2088  VERT ORDER  -  SECOND    CLASS 0
 JV2088
 JV2088.The horizontal coordinates were scaled from a topographic map and have
 JV2088.an estimated accuracy of +/- 6 seconds.
 JV2088
 JV2088.The orthometric height was determined by differential leveling
 JV2088.and adjusted by the National Geodetic Survey in June 1991..
 JV2088
 JV2088.The geoid height was determined by GEOID03.
 JV2088
 JV2088.The dynamic height is computed by dividing the NAVD 88
 JV2088.geopotential number by the normal gravity value computed on the
 JV2088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2088.degrees latitude (g = 980.6199 gals.).
 JV2088
 JV2088.The modeled gravity was interpolated from observed gravity values.
 JV2088
 JV2088;                    North         East    Units  Estimated Accuracy
 JV2088;SPC PA S     -    73,800.      628,180.      MT  (+/- 180 meters Scaled)
 JV2088
 JV2088                          SUPERSEDED SURVEY CONTROL
 JV2088
 JV2088  NGVD 29 (??/??/??)  591.022  (m)         1939.04   (f) ADJUSTED    2 0
 JV2088
 JV2088.Superseded values are not recommended for survey control.
 JV2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2088.See file dsdata.txt to determine how the superseded data were derived.
 JV2088
 JV2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK934302(NAD 83)
 JV2088_MARKER: DB = BENCH MARK DISK
 JV2088_SETTING: 66 = SET IN ROCK OUTCROP
 JV2088_SP_SET: ROCK OUTCROP
 JV2088_STAMPING: L 159 1942
 JV2088_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JV2088+STABILITY: POSITION/ELEVATION WELL
 JV2088
 JV2088  HISTORY     - Date     Condition        Report By
 JV2088  HISTORY     - 1942     MONUMENTED       CGS
 JV2088  HISTORY     - 1952     GOOD             CGS
 JV2088  HISTORY     - 19900515 MARK NOT FOUND   USGS
 JV2088
 JV2088                          STATION DESCRIPTION
 JV2088
 JV2088'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JV2088'8.5 MI SE FROM SHIPPENSBURG.
 JV2088'IN ADAMS COUNTY, 0.2 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD
 JV2088'FROM THE FIRST NATIONAL BANK AT SHIPPENSBURG, CUMBERLAND
 JV2088'COUNTY, THENCE 0.7 MILE EAST ALONG THE READING COMPANY RAILWAY,
 JV2088'THENCE 1.9 MILES SOUTH EAST ALONG PAVED ROAD 21006, AND THENCE
 JV2088'5.7 MILES SOUTHEAST ALONG THE SHIPPENSBURG ROAD, AT THE
 JV2088'INTERSECTION OF THE SHIPPENSBURG ROAD AND THE THOMPSON HOLLOW
 JV2088'ROAD LEADING WEST, 25 FEET NORTHWEST OF THE CENTERLINE OF THE
 JV2088'SHIPPENSBURG ROAD, 25 FEET SOUTH OF THE CENTERLINE OF THE
 JV2088'THOMPSON HOLLOW ROAD, 3 FEET NORTHWEST OF THE THOMPSON HOLLOW
 JV2088'ROAD SIGNPOST, AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD
 JV2088'DISK, STAMPED L 159 1942.
 JV2088
 JV2088                          STATION RECOVERY (1990)
 JV2088
 JV2088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (BJS)
 JV2088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2309 ***********************************************************************
 KW2309  DESIGNATION -  L 16
 KW2309  PID         -  KW2309
 KW2309  STATE/COUNTY-  PA/CENTRE
 KW2309  USGS QUAD   -  BELLEFONTE (1998)
 KW2309
 KW2309                         *CURRENT SURVEY CONTROL
 KW2309  ___________________________________________________________________
 KW2309* NAD 83(1986)-  40 56 35.     (N)    077 47 44.     (W)     SCALED    
 KW2309* NAVD 88     -       213.136  (meters)     699.26   (feet)  ADJUSTED  
 KW2309  ___________________________________________________________________
 KW2309  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KW2309  DYNAMIC HT  -         213.034 (meters)     698.93  (feet)  COMP
 KW2309  MODELED GRAV-     980,142.5   (mgal)                       NAVD 88
 KW2309
 KW2309  VERT ORDER  -  FIRST     CLASS II
 KW2309
 KW2309.The horizontal coordinates were scaled from a topographic map and have
 KW2309.an estimated accuracy of +/- 6 seconds.
 KW2309
 KW2309.The orthometric height was determined by differential leveling
 KW2309.and adjusted by the National Geodetic Survey in June 1991..
 KW2309
 KW2309.The geoid height was determined by GEOID03.
 KW2309
 KW2309.The dynamic height is computed by dividing the NAVD 88
 KW2309.geopotential number by the normal gravity value computed on the
 KW2309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2309.degrees latitude (g = 980.6199 gals.).
 KW2309
 KW2309.The modeled gravity was interpolated from observed gravity values.
 KW2309
 KW2309;                    North         East    Units  Estimated Accuracy
 KW2309;SPC PA N     -    86,220.      596,160.      MT  (+/- 180 meters Scaled)
 KW2309
 KW2309                          SUPERSEDED SURVEY CONTROL
 KW2309
 KW2309  NGVD 29 (??/??/??)  213.337  (m)          699.92   (f) ADJUSTED    1 2
 KW2309
 KW2309.Superseded values are not recommended for survey control.
 KW2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2309.See file dsdata.txt to determine how the superseded data were derived.
 KW2309
 KW2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL646361(NAD 83)
 KW2309_MARKER: DB = BENCH MARK DISK
 KW2309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2309_STAMPING: L 16 1934
 KW2309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2309+STABILITY: SURFACE MOTION
 KW2309
 KW2309  HISTORY     - Date     Condition        Report By
 KW2309  HISTORY     - 1934     MONUMENTED       CGS
 KW2309  HISTORY     - 1959     GOOD             CGS
 KW2309
 KW2309                          STATION DESCRIPTION
 KW2309
 KW2309'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW2309'AT MILESBURG.
 KW2309'AT MILESBURG, CENTRE COUNTY, ON THE PENNSYLVANIA RAILROAD, AT
 KW2309'THE NORTHWEST CORNER OF THE HOWARD NAGLE PROPERTY, 1000 FEET
 KW2309'WEST OF THE SITE OF THE FORMER STATION, AT MILEAGE POST 30-34,
 KW2309'150 FEET NORTHWEST OF MILES TOWER, 30 FEET WEST OF THE
 KW2309'CENTERLINE OF THE ROAD, 1 FOOT WEST OF THE CINDER PATH ALONG
 KW2309'THE ROAD, 60 FEET WEST OF THE TRACKS, AND 6 FEET LOWER THAN THE
 KW2309'RAIL.  A STANDARD DISK, STAMPED L 16 1934 AND SET IN THE TOP OF
 KW2309'A CONCRETE POST.
 KW2309
 KW2309                          STATION RECOVERY (1959)
 KW2309
 KW2309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KW2309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1019 ***********************************************************************
 KW1019  DESIGNATION -  L 160
 KW1019  PID         -  KW1019
 KW1019  STATE/COUNTY-  PA/YORK
 KW1019  USGS QUAD   -  WELLSVILLE (1972)
 KW1019
 KW1019                         *CURRENT SURVEY CONTROL
 KW1019  ___________________________________________________________________
 KW1019* NAD 83(1986)-  40 01 08.     (N)    076 55 59.     (W)     SCALED    
 KW1019* NAVD 88     -       132.171  (meters)     433.63   (feet)  ADJUSTED  
 KW1019  ___________________________________________________________________
 KW1019  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KW1019  DYNAMIC HT  -         132.103 (meters)     433.41  (feet)  COMP
 KW1019  MODELED GRAV-     980,106.5   (mgal)                       NAVD 88
 KW1019
 KW1019  VERT ORDER  -  SECOND    CLASS 0
 KW1019
 KW1019.The horizontal coordinates were scaled from a topographic map and have
 KW1019.an estimated accuracy of +/- 6 seconds.
 KW1019
 KW1019.The orthometric height was determined by differential leveling
 KW1019.and adjusted by the National Geodetic Survey in June 1991..
 KW1019
 KW1019.The geoid height was determined by GEOID03.
 KW1019
 KW1019.The dynamic height is computed by dividing the NAVD 88
 KW1019.geopotential number by the normal gravity value computed on the
 KW1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1019.degrees latitude (g = 980.6199 gals.).
 KW1019
 KW1019.The modeled gravity was interpolated from observed gravity values.
 KW1019
 KW1019;                    North         East    Units  Estimated Accuracy
 KW1019;SPC PA S     -    76,440.      669,740.      MT  (+/- 180 meters Scaled)
 KW1019
 KW1019                          SUPERSEDED SURVEY CONTROL
 KW1019
 KW1019  NGVD 29 (??/??/??)  132.388  (m)          434.34   (f) ADJUSTED    2 0
 KW1019
 KW1019.Superseded values are not recommended for survey control.
 KW1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1019.See file dsdata.txt to determine how the superseded data were derived.
 KW1019
 KW1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK350316(NAD 83)
 KW1019_MARKER: DB = BENCH MARK DISK
 KW1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1019_STAMPING: L-160 1942
 KW1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1019+STABILITY: SURFACE MOTION
 KW1019
 KW1019  HISTORY     - Date     Condition        Report By
 KW1019  HISTORY     - 1942     MONUMENTED       CGS
 KW1019  HISTORY     - 20060429 GOOD             GEOCAC
 KW1019
 KW1019                          STATION DESCRIPTION
 KW1019
 KW1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1019'2.7 MI S FROM WELLSVILLE.
 KW1019'ABOUT 1 MILE SOUTH ALONG HIGHWAY NO. 294, THENCE 1.7 MILES SOUTH
 KW1019'ALONG ROAD NO. 66034, ABOUT 120 FT. SOUTH-WEST OF A 2-STORY
 KW1019'STONE HOUSE, 82.5 FT. SOUTH-EAST OF THE NORTH-WEST CORNER OF A
 KW1019'LARGE BARN, 34 FT. SOUTH OF THE CENTER LINE OF ROAD NO. 66034,
 KW1019'11.5 FT. SOUTH OF A GATEPOST, 1.3 FT. NORTH OF A WHITE POST
 KW1019'STENCILED U.S.B.M., A STANDARD DISK SET IN A CONCRETE POST ALONG
 KW1019'A FENCE LINE.
 KW1019
 KW1019                          STATION RECOVERY (2006)
 KW1019
 KW1019'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW1019'MARK IS LOCATED AT 8950 HARMONY GROVE ROAD IN THE YARD OF A RESIDENCE,
 KW1019'34.6 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 15 FEET AT 79
 KW1019'DEGREES FROM A 24 INCH TREE, 14.8 FEET AT 238 DEGREES FROM POLE
 KW1019'12844683 12102P7, 2.9 FEET AT 296 DEGREES FROM THE POLE SUPPORT.
 KW1019'MONUMENT IS LEANING SLIGHTLY BUT IS STURDY.
 KW1019' 
 KW1019'HH2 N 40 01 08.1 W 076 55 59.0
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV2060 ***********************************************************************
 JV2060  DESIGNATION -  L 161
 JV2060  PID         -  JV2060
 JV2060  STATE/COUNTY-  PA/ADAMS
 JV2060  USGS QUAD   -  HAMPTON (1990)
 JV2060
 JV2060                         *CURRENT SURVEY CONTROL
 JV2060  ___________________________________________________________________
 JV2060* NAD 83(1986)-  39 58 42.     (N)    077 05 01.     (W)     SCALED    
 JV2060* NAVD 88     -       184.216  (meters)     604.38   (feet)  ADJUSTED  
 JV2060  ___________________________________________________________________
 JV2060  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 JV2060  DYNAMIC HT  -         184.119 (meters)     604.06  (feet)  COMP
 JV2060  MODELED GRAV-     980,097.6   (mgal)                       NAVD 88
 JV2060
 JV2060  VERT ORDER  -  SECOND    CLASS 0
 JV2060
 JV2060.The horizontal coordinates were scaled from a topographic map and have
 JV2060.an estimated accuracy of +/- 6 seconds.
 JV2060
 JV2060.The orthometric height was determined by differential leveling
 JV2060.and adjusted by the National Geodetic Survey in June 1991..
 JV2060
 JV2060.The geoid height was determined by GEOID03.
 JV2060
 JV2060.The dynamic height is computed by dividing the NAVD 88
 JV2060.geopotential number by the normal gravity value computed on the
 JV2060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV2060.degrees latitude (g = 980.6199 gals.).
 JV2060
 JV2060.The modeled gravity was interpolated from observed gravity values.
 JV2060
 JV2060;                    North         East    Units  Estimated Accuracy
 JV2060;SPC PA S     -    71,830.      656,920.      MT  (+/- 180 meters Scaled)
 JV2060
 JV2060                          SUPERSEDED SURVEY CONTROL
 JV2060
 JV2060  NGVD 29 (??/??/??)  184.415  (m)          605.03   (f) ADJUSTED    2 0
 JV2060
 JV2060.Superseded values are not recommended for survey control.
 JV2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV2060.See file dsdata.txt to determine how the superseded data were derived.
 JV2060
 JV2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK220274(NAD 83)
 JV2060_MARKER: DB = BENCH MARK DISK
 JV2060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV2060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV2060_STAMPING: L 161 1942
 JV2060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV2060+STABILITY: SURFACE MOTION
 JV2060
 JV2060  HISTORY     - Date     Condition        Report By
 JV2060  HISTORY     - 1942     MONUMENTED       CGS
 JV2060  HISTORY     - 1970     GOOD             NGS
 JV2060  HISTORY     - 19900730 MARK NOT FOUND   USGS
 JV2060
 JV2060                          STATION DESCRIPTION
 JV2060
 JV2060'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV2060'2.4 MI S FROM YORK SPRINGS.
 JV2060'ABOUT 2.4 MILES SOUTH ALONG HIGHWAY NO. 94 FROM THE POST OFFICE
 JV2060'AT YORK SPRINGS, 44.5 FT. NORTH OF THE NORTH-WEST CORNER OF AN
 JV2060'OLD BARN, 32 FT. EAST OF THE CENTER LINE OF HIGHWAY NO. 94,
 JV2060'1.5 FT. WEST OF A WHITE POST STENCILED U.S.B.M., A STANDARD
 JV2060'DISK SET IN A CONCRETE POST IN A FARM YARD ABOUT 2.5 FT. HIGHER
 JV2060'THAN THE ROAD.
 JV2060
 JV2060                          STATION RECOVERY (1970)
 JV2060
 JV2060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JV2060'RECOVERED IN GOOD CONDITION.
 JV2060
 JV2060                          STATION RECOVERY (1990)
 JV2060
 JV2060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (CDL)
 JV2060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1037 ***********************************************************************
 KW1037  DESIGNATION -  L 162
 KW1037  PID         -  KW1037
 KW1037  STATE/COUNTY-  PA/YORK
 KW1037  USGS QUAD   -  YORK HAVEN (1990)
 KW1037
 KW1037                         *CURRENT SURVEY CONTROL
 KW1037  ___________________________________________________________________
 KW1037* NAD 83(1986)-  40 05 37.     (N)    076 42 58.     (W)     SCALED    
 KW1037* NAVD 88     -       118.078  (meters)     387.39   (feet)  ADJUSTED  
 KW1037  ___________________________________________________________________
 KW1037  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 KW1037  DYNAMIC HT  -         118.016 (meters)     387.19  (feet)  COMP
 KW1037  MODELED GRAV-     980,098.3   (mgal)                       NAVD 88
 KW1037
 KW1037  VERT ORDER  -  SECOND    CLASS 0
 KW1037
 KW1037.The horizontal coordinates were scaled from a topographic map and have
 KW1037.an estimated accuracy of +/- 6 seconds.
 KW1037
 KW1037.The orthometric height was determined by differential leveling
 KW1037.and adjusted by the National Geodetic Survey in June 1991..
 KW1037
 KW1037.The geoid height was determined by GEOID03.
 KW1037
 KW1037.The dynamic height is computed by dividing the NAVD 88
 KW1037.geopotential number by the normal gravity value computed on the
 KW1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1037.degrees latitude (g = 980.6199 gals.).
 KW1037
 KW1037.The modeled gravity was interpolated from observed gravity values.
 KW1037
 KW1037;                    North         East    Units  Estimated Accuracy
 KW1037;SPC PA S     -    84,930.      688,160.      MT  (+/- 180 meters Scaled)
 KW1037
 KW1037                          SUPERSEDED SURVEY CONTROL
 KW1037
 KW1037  NGVD 29 (??/??/??)  118.314  (m)          388.17   (f) ADJUSTED    2 0
 KW1037
 KW1037.Superseded values are not recommended for survey control.
 KW1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1037.See file dsdata.txt to determine how the superseded data were derived.
 KW1037
 KW1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK537395(NAD 83)
 KW1037_MARKER: DB = BENCH MARK DISK
 KW1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1037_STAMPING: L 162 1942
 KW1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1037+STABILITY: SURFACE MOTION
 KW1037
 KW1037  HISTORY     - Date     Condition        Report By
 KW1037  HISTORY     - 1942     MONUMENTED       CGS
 KW1037  HISTORY     - 1975     GOOD             PADT
 KW1037
 KW1037                          STATION DESCRIPTION
 KW1037
 KW1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1037'1.1 MI S FROM YORK HAVEN.
 KW1037'ABOUT 1.1 MILES SOUTH ALONG HIGHWAY NO. 24 FROM THE YORK HAVEN
 KW1037'STATE BANK, 83 FT. NORTH-WEST OF A FRAME BUNGALOW, 70 FT. NORTH
 KW1037'OF A 15-INCH CHERRY TREE, 24 FT. WEST OF THE CENTER LINE OF
 KW1037'HIGHWAY NO. 24, 1.0 FT. EAST OF A WHITE POST STENCILED U.S.B.M.,
 KW1037'A STANDARD DISK SET IN A CONCRETE POST IN THE SOUTH-EAST CORNER
 KW1037'OF A FIELD.
 KW1037
 KW1037                          STATION RECOVERY (1975)
 KW1037
 KW1037'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 KW1037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2043 ***********************************************************************
 KW2043  DESIGNATION -  L 163
 KW2043  PID         -  KW2043
 KW2043  STATE/COUNTY-  PA/YORK
 KW2043  USGS QUAD   -  DILLSBURG (1984)
 KW2043
 KW2043                         *CURRENT SURVEY CONTROL
 KW2043  ___________________________________________________________________
 KW2043* NAD 83(1986)-  40 01 20.     (N)    077 02 47.     (W)     SCALED    
 KW2043* NAVD 88     -       183.201  (meters)     601.05   (feet)  ADJUSTED  
 KW2043  ___________________________________________________________________
 KW2043  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KW2043  DYNAMIC HT  -         183.106 (meters)     600.74  (feet)  COMP
 KW2043  MODELED GRAV-     980,104.2   (mgal)                       NAVD 88
 KW2043
 KW2043  VERT ORDER  -  SECOND    CLASS 0
 KW2043
 KW2043.The horizontal coordinates were scaled from a topographic map and have
 KW2043.an estimated accuracy of +/- 6 seconds.
 KW2043
 KW2043.The orthometric height was determined by differential leveling
 KW2043.and adjusted by the National Geodetic Survey in June 1991..
 KW2043
 KW2043.The geoid height was determined by GEOID03.
 KW2043
 KW2043.The dynamic height is computed by dividing the NAVD 88
 KW2043.geopotential number by the normal gravity value computed on the
 KW2043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2043.degrees latitude (g = 980.6199 gals.).
 KW2043
 KW2043.The modeled gravity was interpolated from observed gravity values.
 KW2043
 KW2043;                    North         East    Units  Estimated Accuracy
 KW2043;SPC PA S     -    76,730.      660,060.      MT  (+/- 180 meters Scaled)
 KW2043
 KW2043                          SUPERSEDED SURVEY CONTROL
 KW2043
 KW2043  NGVD 29 (??/??/??)  183.405  (m)          601.72   (f) ADJUSTED    2 0
 KW2043
 KW2043.Superseded values are not recommended for survey control.
 KW2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2043.See file dsdata.txt to determine how the superseded data were derived.
 KW2043
 KW2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK253322(NAD 83)
 KW2043_MARKER: DB = BENCH MARK DISK
 KW2043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2043_STAMPING: L 163 1942
 KW2043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2043+STABILITY: SURFACE MOTION
 KW2043
 KW2043  HISTORY     - Date     Condition        Report By
 KW2043  HISTORY     - 1942     MONUMENTED       CGS
 KW2043  HISTORY     - 1952     GOOD             CGS
 KW2043
 KW2043                          STATION DESCRIPTION
 KW2043
 KW2043'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW2043'7.9 MI W FROM WELLSVILLE.
 KW2043'ABOUT 5.7 MILES SOUTH-WEST ALONG HIGHWAY NO. 294 FROM THE HIGH
 KW2043'SCHOOL AT WELLSVILLE, THENCE, ABOUT 0.8 MILE WEST ALONG HIGHWAY
 KW2043'NO. 194, THENCE, ABOUT 1.4 MILE WEST ALONG ROADS NO. 66022 AND
 KW2043'NO. 01073, 21 FT. NORTH-WEST OF THE CENTER LINE OF A FARM LANE,
 KW2043'20 FT. NORTH OF THE CENTER LINE OF ROAD NO. 01073, 12 FT. EAST
 KW2043'OF A FENCE CORNER, 1.0 FT. SOUTH OF A WHITE POST STENCILED U.S.B.M.,
 KW2043'A STANDARD DISK SET IN A CONCRETE POST IN THE SOUTH-EAST CORNER
 KW2043'OF A FIELD, ABOUT 3.5 FT. HIGHER THAN THE ROAD.
 KW2043
 KW2043                          STATION RECOVERY (1952)
 KW2043
 KW2043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 KW2043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2066 ***********************************************************************
 KW2066  DESIGNATION -  L 164
 KW2066  PID         -  KW2066
 KW2066  STATE/COUNTY-  PA/ADAMS
 KW2066  USGS QUAD   -  DICKINSON (1977)
 KW2066
 KW2066                         *CURRENT SURVEY CONTROL
 KW2066  ___________________________________________________________________
 KW2066* NAD 83(1986)-  40 00 48.     (N)    077 16 28.     (W)     SCALED    
 KW2066* NAVD 88     -       316.195  (meters)    1037.38   (feet)  ADJUSTED  
 KW2066  ___________________________________________________________________
 KW2066  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 KW2066  DYNAMIC HT  -         316.018 (meters)    1036.80  (feet)  COMP
 KW2066  MODELED GRAV-     980,055.5   (mgal)                       NAVD 88
 KW2066
 KW2066  VERT ORDER  -  SECOND    CLASS 0
 KW2066
 KW2066.The horizontal coordinates were scaled from a topographic map and have
 KW2066.an estimated accuracy of +/- 6 seconds.
 KW2066
 KW2066.The orthometric height was determined by differential leveling
 KW2066.and adjusted by the National Geodetic Survey in June 1991..
 KW2066
 KW2066.The geoid height was determined by GEOID03.
 KW2066
 KW2066.The dynamic height is computed by dividing the NAVD 88
 KW2066.geopotential number by the normal gravity value computed on the
 KW2066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2066.degrees latitude (g = 980.6199 gals.).
 KW2066
 KW2066.The modeled gravity was interpolated from observed gravity values.
 KW2066
 KW2066;                    North         East    Units  Estimated Accuracy
 KW2066;SPC PA S     -    75,610.      640,600.      MT  (+/- 180 meters Scaled)
 KW2066
 KW2066                          SUPERSEDED SURVEY CONTROL
 KW2066
 KW2066  NGVD 29 (??/??/??)  316.379  (m)         1037.99   (f) ADJUSTED    2 0
 KW2066
 KW2066.Superseded values are not recommended for survey control.
 KW2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2066.See file dsdata.txt to determine how the superseded data were derived.
 KW2066
 KW2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK058317(NAD 83)
 KW2066_MARKER: DB = BENCH MARK DISK
 KW2066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2066_STAMPING: L 164 1942
 KW2066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2066+STABILITY: SURFACE MOTION
 KW2066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2066+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2006
 KW2066
 KW2066  HISTORY     - Date     Condition        Report By
 KW2066  HISTORY     - 1942     MONUMENTED       CGS
 KW2066  HISTORY     - 1952     GOOD             CGS
 KW2066  HISTORY     - 20060410 GOOD             GEOCAC
 KW2066
 KW2066                          STATION DESCRIPTION
 KW2066
 KW2066'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KW2066'4.5 MI SE FROM PINE GROVE FURNACE.
 KW2066'IN ADAMS COUNTY, 4.5 MILES SOUTHEAST ALONG THE BENDERSVILLE
 KW2066'ROAD FROM THE POST OFFICE AT PINE GROVE FURNACE, CUMBERLAND
 KW2066'COUNTY, IN THE NORTHEAST QUARTER OF THE INTERSECTION OF
 KW2066'BENDERSVILLE ROAD AND COON ROAD, 35 FEET EAST OF THE CENTERLINE
 KW2066'OF BENDERSVILLE ROAD, 35 FEET NORTH OF THE CENTERLINE OF COON
 KW2066'ROAD, AND 1 FOOT WEST OF A WHITE WOODEN WITNESS POST.  A
 KW2066'STANDARD DISK, STAMPED L 164 1942 AND SET IN THE TOP OF A
 KW2066'CONCRETE POST.
 KW2066
 KW2066                          STATION RECOVERY (2006)
 KW2066
 KW2066'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2077 ***********************************************************************
 KW2077  DESIGNATION -  L 165
 KW2077  PID         -  KW2077
 KW2077  STATE/COUNTY-  PA/CUMBERLAND
 KW2077  USGS QUAD   -  DICKINSON (1977)
 KW2077
 KW2077                         *CURRENT SURVEY CONTROL
 KW2077  ___________________________________________________________________
 KW2077* NAD 83(1986)-  40 05 50.     (N)    077 21 26.     (W)     SCALED    
 KW2077* NAVD 88     -       198.333  (meters)     650.70   (feet)  ADJUSTED  
 KW2077  ___________________________________________________________________
 KW2077  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 KW2077  DYNAMIC HT  -         198.224 (meters)     650.34  (feet)  COMP
 KW2077  MODELED GRAV-     980,069.2   (mgal)                       NAVD 88
 KW2077
 KW2077  VERT ORDER  -  SECOND    CLASS 0
 KW2077
 KW2077.The horizontal coordinates were scaled from a topographic map and have
 KW2077.an estimated accuracy of +/- 6 seconds.
 KW2077
 KW2077.The orthometric height was determined by differential leveling
 KW2077.and adjusted by the National Geodetic Survey in June 1991..
 KW2077
 KW2077.The geoid height was determined by GEOID03.
 KW2077
 KW2077.The dynamic height is computed by dividing the NAVD 88
 KW2077.geopotential number by the normal gravity value computed on the
 KW2077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2077.degrees latitude (g = 980.6199 gals.).
 KW2077
 KW2077.The modeled gravity was interpolated from observed gravity values.
 KW2077
 KW2077;                    North         East    Units  Estimated Accuracy
 KW2077;SPC PA S     -    84,890.      633,490.      MT  (+/- 180 meters Scaled)
 KW2077
 KW2077                          SUPERSEDED SURVEY CONTROL
 KW2077
 KW2077  NGVD 29 (??/??/??)  198.538  (m)          651.37   (f) ADJUSTED    2 0
 KW2077
 KW2077.Superseded values are not recommended for survey control.
 KW2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2077.See file dsdata.txt to determine how the superseded data were derived.
 KW2077
 KW2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK990412(NAD 83)
 KW2077_MARKER: DB = BENCH MARK DISK
 KW2077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2077_STAMPING: L 165 1942
 KW2077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2077+STABILITY: SURFACE MOTION
 KW2077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2077+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2006
 KW2077
 KW2077  HISTORY     - Date     Condition        Report By
 KW2077  HISTORY     - 1942     MONUMENTED       CGS
 KW2077  HISTORY     - 1952     GOOD             CGS
 KW2077  HISTORY     - 20060420 GOOD             GEOCAC
 KW2077
 KW2077                          STATION DESCRIPTION
 KW2077
 KW2077'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KW2077'9.7 MI W FROM MOUNT HOLLY SPRINGS.
 KW2077'9.7 MILES WEST ALONG THE READING COMPANY RAILWAY FROM THE CARLISLE
 KW2077'JUNCTION AT MOUNT HOLLY SPRINGS, CUMBERLAND COUNTY, AT A PRIVATE
 KW2077'ROAD CROSSING WHICH LEADS NORTH TO A HOUSE, 19 FEET SOUTH OF THE
 KW2077'SOUTH RAIL OF THE DOUBLE TRACK, 15 FEET WEST OF THE CENTERLINE
 KW2077'OF THE PRIVATE ROAD, 2 FEET NORTH OF A CORNER FENCE POST, AND
 KW2077'1 FOOT NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 KW2077'STAMPED L 165 1942 AND SET IN THE TOP OF A CONCRETE POST.
 KW2077
 KW2077                          STATION RECOVERY (2006)
 KW2077
 KW2077'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2077'MARK IS LOCATED 6 FEET SOUTHWEST OF A FENCE CORNER IN THE SOUTHWEST
 KW2077'QUADRANT OF THE CROSSING AND 5 FEET NORTH OF A SMALL LOCUST TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0515 ***********************************************************************
 KW0515  DESIGNATION -  L 166
 KW0515  PID         -  KW0515
 KW0515  STATE/COUNTY-  PA/BERKS
 KW0515  USGS QUAD   -  BETHEL (1992)
 KW0515
 KW0515                         *CURRENT SURVEY CONTROL
 KW0515  ___________________________________________________________________
 KW0515* NAD 83(1986)-  40 28 29.     (N)    076 17 33.     (W)     SCALED    
 KW0515* NAVD 88     -       172.102  (meters)     564.64   (feet)  ADJUSTED  
 KW0515  ___________________________________________________________________
 KW0515  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 KW0515  DYNAMIC HT  -         172.014 (meters)     564.35  (feet)  COMP
 KW0515  MODELED GRAV-     980,108.1   (mgal)                       NAVD 88
 KW0515
 KW0515  VERT ORDER  -  SECOND    CLASS 0
 KW0515
 KW0515.The horizontal coordinates were scaled from a topographic map and have
 KW0515.an estimated accuracy of +/- 6 seconds.
 KW0515
 KW0515.The orthometric height was determined by differential leveling
 KW0515.and adjusted by the National Geodetic Survey in June 1991..
 KW0515
 KW0515.The geoid height was determined by GEOID03.
 KW0515
 KW0515.The dynamic height is computed by dividing the NAVD 88
 KW0515.geopotential number by the normal gravity value computed on the
 KW0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0515.degrees latitude (g = 980.6199 gals.).
 KW0515
 KW0515.The modeled gravity was interpolated from observed gravity values.
 KW0515
 KW0515;                    North         East    Units  Estimated Accuracy
 KW0515;SPC PA S     -   127,750.      723,590.      MT  (+/- 180 meters Scaled)
 KW0515
 KW0515                          SUPERSEDED SURVEY CONTROL
 KW0515
 KW0515  NGVD 29 (??/??/??)  172.307  (m)          565.31   (f) ADJUSTED    2 0
 KW0515
 KW0515.Superseded values are not recommended for survey control.
 KW0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0515.See file dsdata.txt to determine how the superseded data were derived.
 KW0515
 KW0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK904812(NAD 83)
 KW0515_MARKER: DB = BENCH MARK DISK
 KW0515_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0515_SP_SET: BUILDING
 KW0515_STAMPING: L 166 1942
 KW0515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0515_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0515+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2002
 KW0515
 KW0515  HISTORY     - Date     Condition        Report By
 KW0515  HISTORY     - 1942     MONUMENTED       CGS
 KW0515  HISTORY     - 1960     GOOD             CGS
 KW0515  HISTORY     - 20021130 GOOD             USPSQD
 KW0515
 KW0515                          STATION DESCRIPTION
 KW0515
 KW0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0515'AT BETHEL.
 KW0515'AT BETHEL, IN THE EAST BRICK WALL OF THE POST OFFICE, 1.6 FEET
 KW0515'SOUTH OF THE NORTHEAST CORNER, AND 1.6 FEET ABOVE THE GROUND.  A
 KW0515'STANDARD DISK, SET VERTICALLY.
 KW0515
 KW0515                          STATION RECOVERY (2002)
 KW0515
 KW0515'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW0515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2027 ***********************************************************************
 KW2027  DESIGNATION -  L 167
 KW2027  PID         -  KW2027
 KW2027  STATE/COUNTY-  PA/CUMBERLAND
 KW2027  USGS QUAD   -  MECHANICSBURG (1987)
 KW2027
 KW2027                         *CURRENT SURVEY CONTROL
 KW2027  ___________________________________________________________________
 KW2027* NAD 83(1986)-  40 08 48.     (N)    077 07 23.     (W)     SCALED    
 KW2027* NAVD 88     -       148.079  (meters)     485.82   (feet)  ADJUSTED  
 KW2027  ___________________________________________________________________
 KW2027  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 KW2027  DYNAMIC HT  -         148.001 (meters)     485.57  (feet)  COMP
 KW2027  MODELED GRAV-     980,100.3   (mgal)                       NAVD 88
 KW2027
 KW2027  VERT ORDER  -  SECOND    CLASS 0
 KW2027
 KW2027.The horizontal coordinates were scaled from a topographic map and have
 KW2027.an estimated accuracy of +/- 6 seconds.
 KW2027
 KW2027.The orthometric height was determined by differential leveling
 KW2027.and adjusted by the National Geodetic Survey in June 1991..
 KW2027
 KW2027.The geoid height was determined by GEOID03.
 KW2027
 KW2027.The dynamic height is computed by dividing the NAVD 88
 KW2027.geopotential number by the normal gravity value computed on the
 KW2027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2027.degrees latitude (g = 980.6199 gals.).
 KW2027
 KW2027.The modeled gravity was interpolated from observed gravity values.
 KW2027
 KW2027;                    North         East    Units  Estimated Accuracy
 KW2027;SPC PA S     -    90,500.      653,420.      MT  (+/- 180 meters Scaled)
 KW2027
 KW2027                          SUPERSEDED SURVEY CONTROL
 KW2027
 KW2027  NGVD 29 (??/??/??)  148.288  (m)          486.51   (f) ADJUSTED    2 0
 KW2027
 KW2027.Superseded values are not recommended for survey control.
 KW2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2027.See file dsdata.txt to determine how the superseded data were derived.
 KW2027
 KW2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK191461(NAD 83)
 KW2027_MARKER: DB = BENCH MARK DISK
 KW2027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2027_SP_SET: BUILDING
 KW2027_STAMPING: L 167 1942
 KW2027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2027
 KW2027  HISTORY     - Date     Condition        Report By
 KW2027  HISTORY     - 1942     MONUMENTED       CGS
 KW2027  HISTORY     - 20050713 MARK NOT FOUND   USPSQD
 KW2027
 KW2027                          STATION DESCRIPTION
 KW2027
 KW2027'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW2027'AT BOILING SPRINGS.
 KW2027'AT BOILING SPRINGS, 1.6 FT. NORTH-WEST OF THE SOUTH-EAST CORNER,
 KW2027'OF STANDARD DISK SET VERTICALLY IN THE NORTH BRICK WALL OF THE
 KW2027'READING CO. RAILROAD STATION ABOUT 4.5 FT. ABOVE THE GROUND.
 KW2027
 KW2027                          STATION RECOVERY (2005)
 KW2027
 KW2027'RECOVERY NOTE BY US POWER SQUADRON 2005 (DPP)
 KW2027'THE RAILROAD STATION HAS BEEN REMOVED. ONLY THE CONCRETE FOUNDATION
 KW2027'REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1299 ***********************************************************************
 KW1299  DESIGNATION -  L 168
 KW1299  PID         -  KW1299
 KW1299  STATE/COUNTY-  PA/LANCASTER
 KW1299  USGS QUAD   -  COLUMBIA WEST (1990)
 KW1299
 KW1299                         *CURRENT SURVEY CONTROL
 KW1299  ___________________________________________________________________
 KW1299* NAD 83(1986)-  40 03 34.     (N)    076 34 04.     (W)     SCALED    
 KW1299* NAVD 88     -        93.537  (meters)     306.88   (feet)  ADJUSTED  
 KW1299  ___________________________________________________________________
 KW1299  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KW1299  DYNAMIC HT  -          93.489 (meters)     306.72  (feet)  COMP
 KW1299  MODELED GRAV-     980,113.6   (mgal)                       NAVD 88
 KW1299
 KW1299  VERT ORDER  -  SECOND    CLASS 0
 KW1299
 KW1299.The horizontal coordinates were scaled from a topographic map and have
 KW1299.an estimated accuracy of +/- 6 seconds.
 KW1299
 KW1299.The orthometric height was determined by differential leveling
 KW1299.and adjusted by the National Geodetic Survey in June 1991..
 KW1299
 KW1299.The geoid height was determined by GEOID03.
 KW1299
 KW1299.The dynamic height is computed by dividing the NAVD 88
 KW1299.geopotential number by the normal gravity value computed on the
 KW1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1299.degrees latitude (g = 980.6199 gals.).
 KW1299
 KW1299.The modeled gravity was interpolated from observed gravity values.
 KW1299
 KW1299;                    North         East    Units  Estimated Accuracy
 KW1299;SPC PA S     -    81,300.      700,860.      MT  (+/- 180 meters Scaled)
 KW1299
 KW1299                          SUPERSEDED SURVEY CONTROL
 KW1299
 KW1299  NGVD 29 (??/??/??)   93.783  (m)          307.69   (f) ADJUSTED    2 0
 KW1299
 KW1299.Superseded values are not recommended for survey control.
 KW1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1299.See file dsdata.txt to determine how the superseded data were derived.
 KW1299
 KW1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK662355(NAD 83)
 KW1299_MARKER: DB = BENCH MARK DISK
 KW1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1299_STAMPING: L 168 1942
 KW1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1299+STABILITY: SURFACE MOTION
 KW1299
 KW1299  HISTORY     - Date     Condition        Report By
 KW1299  HISTORY     - 1942     MONUMENTED       CGS
 KW1299
 KW1299                          STATION DESCRIPTION
 KW1299
 KW1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1299'1.1 MI N FROM MARIETTA.
 KW1299'ABOUT 1.1 MILES NORTH ALONG HIGHWAY NO. 340 FROM THE POST OFFICE
 KW1299'AT MARIETTA, ABOUT 200 FT. NORTH-WEST OF A LARGE TOBACCO BARN,
 KW1299'29.5 FT. WEST OF THE CENTER LINE OF HIGHWAY NO. 340, 9 FT. NORTH
 KW1299'OF THE CENTER LINE OF A FARM ENTRANCE, 1.4 FT. EAST OF A WHITE
 KW1299'POST STENCILED U.S.B.M., A STANDARD DISK SET IN A CONCRETE POST
 KW1299'IN THE SOUTHEAST CORNER OF A FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0701 ***********************************************************************
 KW0701  DESIGNATION -  L 169
 KW0701  PID         -  KW0701
 KW0701  STATE/COUNTY-  PA/LEBANON
 KW0701  USGS QUAD   -  LEBANON (1995)
 KW0701
 KW0701                         *CURRENT SURVEY CONTROL
 KW0701  ___________________________________________________________________
 KW0701* NAD 83(1986)-  40 16 26.     (N)    076 24 51.     (W)     SCALED    
 KW0701* NAVD 88     -       179.357  (meters)     588.44   (feet)  ADJUSTED  
 KW0701  ___________________________________________________________________
 KW0701  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 KW0701  DYNAMIC HT  -         179.261 (meters)     588.13  (feet)  COMP
 KW0701  MODELED GRAV-     980,085.4   (mgal)                       NAVD 88
 KW0701
 KW0701  VERT ORDER  -  SECOND    CLASS 0
 KW0701
 KW0701.The horizontal coordinates were scaled from a topographic map and have
 KW0701.an estimated accuracy of +/- 6 seconds.
 KW0701
 KW0701.The orthometric height was determined by differential leveling
 KW0701.and adjusted by the National Geodetic Survey in June 1991..
 KW0701
 KW0701.The geoid height was determined by GEOID03.
 KW0701
 KW0701.The dynamic height is computed by dividing the NAVD 88
 KW0701.geopotential number by the normal gravity value computed on the
 KW0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0701.degrees latitude (g = 980.6199 gals.).
 KW0701
 KW0701.The modeled gravity was interpolated from observed gravity values.
 KW0701
 KW0701;                    North         East    Units  Estimated Accuracy
 KW0701;SPC PA S     -   105,290.      713,610.      MT  (+/- 180 meters Scaled)
 KW0701
 KW0701                          SUPERSEDED SURVEY CONTROL
 KW0701
 KW0701  NGVD 29 (??/??/??)  179.597  (m)          589.23   (f) ADJUSTED    2 0
 KW0701
 KW0701.Superseded values are not recommended for survey control.
 KW0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0701.See file dsdata.txt to determine how the superseded data were derived.
 KW0701
 KW0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK797591(NAD 83)
 KW0701_MARKER: DB = BENCH MARK DISK
 KW0701_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0701_SP_SET: BRIDGE SEAT
 KW0701_STAMPING: L-169 1942
 KW0701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0701
 KW0701  HISTORY     - Date     Condition        Report By
 KW0701  HISTORY     - 1942     MONUMENTED       CGS
 KW0701  HISTORY     - 20000403 MARK NOT FOUND   PADT
 KW0701  HISTORY     - 20050319 POOR             GEOCAC
 KW0701
 KW0701                          STATION DESCRIPTION
 KW0701
 KW0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0701'AT CORNWALL.
 KW0701'AT CORNWALL, 11 FT. SOUTH-EAST OF THE CENTER LINE OF THE TRACK,
 KW0701'ABOUT 3.5 FT. LOWER THAN THE TRACK.  A STANDARD DISK SET IN THE
 KW0701'SOUTH-EAST CONCRETE BRIDGE SEAT OF STEEL TRESTLE NO. 16-29, OVER
 KW0701'THE CORNWALL RAILROAD.
 KW0701
 KW0701                          STATION RECOVERY (2000)
 KW0701
 KW0701'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (AJH)
 KW0701'MARK NOT FOUND.
 KW0701
 KW0701                          STATION RECOVERY (2005)
 KW0701
 KW0701'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0701'TRACKS HAVE BEEN REMOVED BUT THE ROADBED IS A TRAIL.
 KW0701'MARK HAS BEEN DAMAGED. ONLY THE CENTRAL PORTION REMAINS, INCLUDING
 KW0701'EVIDENCE OF THE CENTER MARK. A FOUR FOOT FENCE SEPARATES THE TRAIL
 KW0701'FROM THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1082 ***********************************************************************
 LZ1082  DESIGNATION -  L 17 1934
 LZ1082  PID         -  LZ1082
 LZ1082  STATE/COUNTY-  PA/LYCOMING
 LZ1082  USGS QUAD   -  CAMMAL (1983)
 LZ1082
 LZ1082                         *CURRENT SURVEY CONTROL
 LZ1082  ___________________________________________________________________
 LZ1082* NAD 83(1986)-  41 22 50.     (N)    077 26 25.     (W)     SCALED    
 LZ1082* NAVD 88     -       203.620  (meters)     668.04   (feet)  ADJUSTED  
 LZ1082  ___________________________________________________________________
 LZ1082  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 LZ1082  DYNAMIC HT  -         203.530 (meters)     667.75  (feet)  COMP
 LZ1082  MODELED GRAV-     980,177.2   (mgal)                       NAVD 88
 LZ1082
 LZ1082  VERT ORDER  -  SECOND    CLASS 0
 LZ1082
 LZ1082.The horizontal coordinates were scaled from a topographic map and have
 LZ1082.an estimated accuracy of +/- 6 seconds.
 LZ1082
 LZ1082.The orthometric height was determined by differential leveling
 LZ1082.and adjusted by the National Geodetic Survey in June 1991..
 LZ1082
 LZ1082.The geoid height was determined by GEOID03.
 LZ1082
 LZ1082.The dynamic height is computed by dividing the NAVD 88
 LZ1082.geopotential number by the normal gravity value computed on the
 LZ1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1082.degrees latitude (g = 980.6199 gals.).
 LZ1082
 LZ1082.The modeled gravity was interpolated from observed gravity values.
 LZ1082
 LZ1082;                    North         East    Units  Estimated Accuracy
 LZ1082;SPC PA N     -   134,850.      625,910.      MT  (+/- 180 meters Scaled)
 LZ1082
 LZ1082                          SUPERSEDED SURVEY CONTROL
 LZ1082
 LZ1082  NGVD 29 (??/??/92)  203.81   (m)          668.7    (f) COMPUTED    2 0
 LZ1082
 LZ1082.Superseded values are not recommended for survey control.
 LZ1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1082.See file dsdata.txt to determine how the superseded data were derived.
 LZ1082
 LZ1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL959838(NAD 83)
 LZ1082_MARKER: DB = BENCH MARK DISK
 LZ1082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1082_SP_SET: CULVERT
 LZ1082_STAMPING: L 17 1934
 LZ1082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1082
 LZ1082  HISTORY     - Date     Condition        Report By
 LZ1082  HISTORY     - 1934     MONUMENTED       CGS
 LZ1082
 LZ1082                          STATION DESCRIPTION
 LZ1082
 LZ1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1082'AT BLUE STONE.
 LZ1082'50 YARDS NORTH OF MILEPOST L-150.  ON CULVERT (CONCRETE) BUILT
 LZ1082'1922.  WEST SIDE OF NORTHBOUND TRACK.  200 FT SOUTH OF THE
 LZ1082'WAITING STATION OF BLUE STONE.  A BRONZE DISK ON THE WEST COPING
 LZ1082'OF CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0907 ***********************************************************************
 KW0907  DESIGNATION -  L 170
 KW0907  PID         -  KW0907
 KW0907  STATE/COUNTY-  PA/DAUPHIN
 KW0907  USGS QUAD   -  MIDDLETOWN (1990)
 KW0907
 KW0907                         *CURRENT SURVEY CONTROL
 KW0907  ___________________________________________________________________
 KW0907* NAD 83(1986)-  40 08 50.     (N)    076 43 06.     (W)     SCALED    
 KW0907* NAVD 88     -        90.356  (meters)     296.44   (feet)  ADJUSTED  
 KW0907  ___________________________________________________________________
 KW0907  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 KW0907  DYNAMIC HT  -          90.308 (meters)     296.29  (feet)  COMP
 KW0907  MODELED GRAV-     980,096.7   (mgal)                       NAVD 88
 KW0907
 KW0907  VERT ORDER  -  FIRST     CLASS II
 KW0907
 KW0907.The horizontal coordinates were scaled from a topographic map and have
 KW0907.an estimated accuracy of +/- 6 seconds.
 KW0907
 KW0907.The orthometric height was determined by differential leveling
 KW0907.and adjusted by the National Geodetic Survey in June 1991..
 KW0907
 KW0907.The geoid height was determined by GEOID03.
 KW0907
 KW0907.The dynamic height is computed by dividing the NAVD 88
 KW0907.geopotential number by the normal gravity value computed on the
 KW0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0907.degrees latitude (g = 980.6199 gals.).
 KW0907
 KW0907.The modeled gravity was interpolated from observed gravity values.
 KW0907
 KW0907;                    North         East    Units  Estimated Accuracy
 KW0907;SPC PA S     -    90,880.      687,900.      MT  (+/- 180 meters Scaled)
 KW0907
 KW0907                          SUPERSEDED SURVEY CONTROL
 KW0907
 KW0907  NGVD 29 (??/??/??)   90.586  (m)          297.20   (f) ADJUSTED    1 2
 KW0907
 KW0907.Superseded values are not recommended for survey control.
 KW0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0907.See file dsdata.txt to determine how the superseded data were derived.
 KW0907
 KW0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK536455(NAD 83)
 KW0907_MARKER: DB = BENCH MARK DISK
 KW0907_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0907_SP_SET: CULVERT
 KW0907_STAMPING: L 170 1942
 KW0907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0907_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0907+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2005
 KW0907
 KW0907  HISTORY     - Date     Condition        Report By
 KW0907  HISTORY     - 1942     MONUMENTED       CGS
 KW0907  HISTORY     - 1979     GOOD             NGS
 KW0907  HISTORY     - 20050109 GOOD             GEOCAC
 KW0907
 KW0907                          STATION DESCRIPTION
 KW0907
 KW0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0907'1.5 MI N FROM FALMOUTH.
 KW0907'IN DAUPHIN COUNTY, ABOUT 1.5 MILES NORTH ALONG THE PENNSYLVANIA
 KW0907'RAILROAD FROM FALMOUTH, LANCASTER COUNTY, AT STONE-ARCH CULVERT
 KW0907'95-89, IN THE CENTER OF THE WEST CONCRETE HEAD WALL, 46 FEET
 KW0907'SOUTHWEST OF A POLE, AND 7.5 FEET WEST OF THE WEST RAIL.  A
 KW0907'STANDARD DISK, STAMPED L 170 1942.
 KW0907
 KW0907                          STATION RECOVERY (1979)
 KW0907
 KW0907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW0907'RECOVERED IN GOOD CONDITION.
 KW0907
 KW0907                          STATION RECOVERY (2005)
 KW0907
 KW0907'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0907'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0694 ***********************************************************************
 KW0694  DESIGNATION -  L 171
 KW0694  PID         -  KW0694
 KW0694  STATE/COUNTY-  PA/LANCASTER
 KW0694  USGS QUAD   -  EPHRATA (1992)
 KW0694
 KW0694                         *CURRENT SURVEY CONTROL
 KW0694  ___________________________________________________________________
 KW0694* NAD 83(1986)-  40 11 50.     (N)    076 14 22.     (W)     SCALED    
 KW0694* NAVD 88     -       102.909  (meters)     337.63   (feet)  ADJUSTED  
 KW0694  ___________________________________________________________________
 KW0694  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 KW0694  DYNAMIC HT  -         102.855 (meters)     337.45  (feet)  COMP
 KW0694  MODELED GRAV-     980,098.2   (mgal)                       NAVD 88
 KW0694
 KW0694  VERT ORDER  -  SECOND    CLASS 0
 KW0694
 KW0694.The horizontal coordinates were scaled from a topographic map and have
 KW0694.an estimated accuracy of +/- 6 seconds.
 KW0694
 KW0694.The orthometric height was determined by differential leveling
 KW0694.and adjusted by the National Geodetic Survey in June 1991..
 KW0694
 KW0694.The geoid height was determined by GEOID03.
 KW0694
 KW0694.The dynamic height is computed by dividing the NAVD 88
 KW0694.geopotential number by the normal gravity value computed on the
 KW0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0694.degrees latitude (g = 980.6199 gals.).
 KW0694
 KW0694.The modeled gravity was interpolated from observed gravity values.
 KW0694
 KW0694;                    North         East    Units  Estimated Accuracy
 KW0694;SPC PA S     -    97,020.      728,610.      MT  (+/- 180 meters Scaled)
 KW0694
 KW0694                          SUPERSEDED SURVEY CONTROL
 KW0694
 KW0694  NGVD 29 (??/??/??)  103.129  (m)          338.35   (f) ADJUSTED    2 0
 KW0694
 KW0694.Superseded values are not recommended for survey control.
 KW0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0694.See file dsdata.txt to determine how the superseded data were derived.
 KW0694
 KW0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK945503(NAD 83)
 KW0694_MARKER: DB = BENCH MARK DISK
 KW0694_SETTING: 66 = SET IN ROCK OUTCROP
 KW0694_SP_SET: ROCK OUTCROP
 KW0694_STAMPING: L 171 1942
 KW0694_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW0694+STABILITY: POSITION/ELEVATION WELL
 KW0694
 KW0694  HISTORY     - Date     Condition        Report By
 KW0694  HISTORY     - 1942     MONUMENTED       CGS
 KW0694  HISTORY     - 20060409 GOOD             GEOCAC
 KW0694
 KW0694                          STATION DESCRIPTION
 KW0694
 KW0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0694'2.6 MI SE FROM CLAY.
 KW0694'ABOUT 0.8 MILES EAST ALONG HIGHWAY U.S. 322 FROM THE POST
 KW0694'OFFICE AT CLAY, THENCE ABOUT 1.8 MILES SOUTHEAST ALONG A
 KW0694'COUNTRY ROAD, 110 FEET WEST OF A 2-STORY STONE HOUSE, 47 FEET
 KW0694'SOUTHWEST OF A FENCE CORNER, 20 FEET WEST OF THE CENTER LINE
 KW0694'OF THE ROAD.  A STANDARD DISK SET IN A LARGE ROCK OUTCROP.
 KW0694
 KW0694                          STATION RECOVERY (2006)
 KW0694
 KW0694'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0694'MARK IS AT A FENCELINE.
 KW0694' 
 KW0694'N 40 11 50.1 W 076 14 21.6
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2326 ***********************************************************************
 KV2326  DESIGNATION -  L 172 PADH
 KV2326  PID         -  KV2326
 KV2326  STATE/COUNTY-  PA/BERKS
 KV2326  USGS QUAD   -  FLEETWOOD (1980)
 KV2326
 KV2326                         *CURRENT SURVEY CONTROL
 KV2326  ___________________________________________________________________
 KV2326* NAD 83(1986)-  40 24 50.     (N)    075 49 21.     (W)     SCALED    
 KV2326* NAVD 88     -       226.853  (meters)     744.27   (feet)  ADJUSTED  
 KV2326  ___________________________________________________________________
 KV2326  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 KV2326  DYNAMIC HT  -         226.733 (meters)     743.87  (feet)  COMP
 KV2326  MODELED GRAV-     980,091.6   (mgal)                       NAVD 88
 KV2326
 KV2326  VERT ORDER  -  SECOND    CLASS 0
 KV2326
 KV2326.The horizontal coordinates were scaled from a topographic map and have
 KV2326.an estimated accuracy of +/- 6 seconds.
 KV2326
 KV2326.The orthometric height was determined by differential leveling
 KV2326.and adjusted by the National Geodetic Survey in June 1991..
 KV2326
 KV2326.The geoid height was determined by GEOID03.
 KV2326
 KV2326.The dynamic height is computed by dividing the NAVD 88
 KV2326.geopotential number by the normal gravity value computed on the
 KV2326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2326.degrees latitude (g = 980.6199 gals.).
 KV2326
 KV2326.The modeled gravity was interpolated from observed gravity values.
 KV2326
 KV2326;                    North         East    Units  Estimated Accuracy
 KV2326;SPC PA S     -   121,770.      763,580.      MT  (+/- 180 meters Scaled)
 KV2326
 KV2326                          SUPERSEDED SURVEY CONTROL
 KV2326
 KV2326  NGVD 29 (??/??/??)  227.076  (m)          745.00   (f) ADJUSTED    2 0
 KV2326
 KV2326.Superseded values are not recommended for survey control.
 KV2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2326.See file dsdata.txt to determine how the superseded data were derived.
 KV2326
 KV2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK302740(NAD 83)
 KV2326_MARKER: DD = SURVEY DISK
 KV2326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2326_SP_SET: BRIDGE WALL
 KV2326_STAMPING: L 172 1942
 KV2326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2326
 KV2326  HISTORY     - Date     Condition        Report By
 KV2326  HISTORY     - 1942     MONUMENTED       PADH
 KV2326  HISTORY     - 1942     GOOD             CGS
 KV2326  HISTORY     - 1991     GOOD             USPSQD
 KV2326  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KV2326  HISTORY     - 20011216 MARK NOT FOUND   USPSQD
 KV2326  HISTORY     - 20031229 MARK NOT FOUND   USPSQD
 KV2326  HISTORY     - 20041108 MARK NOT FOUND   GEOCAC
 KV2326
 KV2326                          STATION DESCRIPTION
 KV2326
 KV2326'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2326'2.9 MI S FROM FLEETWOOD.
 KV2326'ABOUT 2.9 MILES SOUTH ALONG HIGHWAY NO. 662 FROM THE READING CO.
 KV2326'RAILROAD STATION AT FLEETWOOD, ABOUT 200 FEET SOUTH OF THE STONE
 KV2326'GATE ENTRANCE TO NOBBY HOBBY, 17 FEET EAST OF THE CENTER LINE OF
 KV2326'THE HIGHWAY, A PENNA. HIGHWAY DEPT. DISK SET IN THE TOP OF THE
 KV2326'SOUTHEAST WING WALL OF A CONCRETE BRIDGE.
 KV2326
 KV2326                          STATION RECOVERY (1991)
 KV2326
 KV2326'RECOVERY NOTE BY US POWER SQUADRON 1991 (RDF)
 KV2326'RECOVERED IN GOOD CONDITION.
 KV2326
 KV2326                          STATION RECOVERY (2001)
 KV2326
 KV2326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV2326'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KV2326
 KV2326                          STATION RECOVERY (2001)
 KV2326
 KV2326'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV2326'NEWER BRIDGE. HWY DEPT DISK READS - RESET PDT 1995-..
 KV2326
 KV2326                          STATION RECOVERY (2003)
 KV2326
 KV2326'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEQ)
 KV2326'MARK NOT FOUND.
 KV2326
 KV2326                          STATION RECOVERY (2004)
 KV2326
 KV2326'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KV2326'BRIDGE PROBABLY REPLACED IN THE MID-1990S. THE DISK ON THE ABUTMENT IS
 KV2326'STAMPED RESET 1995.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0579 ***********************************************************************
 KW0579  DESIGNATION -  L 173
 KW0579  PID         -  KW0579
 KW0579  STATE/COUNTY-  PA/BERKS
 KW0579  USGS QUAD   -  STRAUSSTOWN (1974)
 KW0579
 KW0579                         *CURRENT SURVEY CONTROL
 KW0579  ___________________________________________________________________
 KW0579* NAD 83(1986)-  40 27 11.     (N)    076 12 45.     (W)     SCALED    
 KW0579* NAVD 88     -       162.743  (meters)     533.93   (feet)  ADJUSTED  
 KW0579  ___________________________________________________________________
 KW0579  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 KW0579  DYNAMIC HT  -         162.659 (meters)     533.66  (feet)  COMP
 KW0579  MODELED GRAV-     980,107.8   (mgal)                       NAVD 88
 KW0579
 KW0579  VERT ORDER  -  SECOND    CLASS 0
 KW0579
 KW0579.The horizontal coordinates were scaled from a topographic map and have
 KW0579.an estimated accuracy of +/- 6 seconds.
 KW0579
 KW0579.The orthometric height was determined by differential leveling
 KW0579.and adjusted by the National Geodetic Survey in June 1991..
 KW0579
 KW0579.The geoid height was determined by GEOID03.
 KW0579
 KW0579.The dynamic height is computed by dividing the NAVD 88
 KW0579.geopotential number by the normal gravity value computed on the
 KW0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0579.degrees latitude (g = 980.6199 gals.).
 KW0579
 KW0579.The modeled gravity was interpolated from observed gravity values.
 KW0579
 KW0579;                    North         East    Units  Estimated Accuracy
 KW0579;SPC PA S     -   125,460.      730,410.      MT  (+/- 180 meters Scaled)
 KW0579
 KW0579                          SUPERSEDED SURVEY CONTROL
 KW0579
 KW0579  NGVD 29 (??/??/??)  162.946  (m)          534.60   (f) ADJUSTED    2 0
 KW0579
 KW0579.Superseded values are not recommended for survey control.
 KW0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0579.See file dsdata.txt to determine how the superseded data were derived.
 KW0579
 KW0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK971787(NAD 83)
 KW0579_MARKER: DB = BENCH MARK DISK
 KW0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0579_STAMPING: L 173 1942
 KW0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0579+STABILITY: SURFACE MOTION
 KW0579
 KW0579  HISTORY     - Date     Condition        Report By
 KW0579  HISTORY     - 1942     MONUMENTED       CGS
 KW0579  HISTORY     - 20021114 MARK NOT FOUND   USPSQD
 KW0579  HISTORY     - 20050513 MARK NOT FOUND   GEOCAC
 KW0579
 KW0579                          STATION DESCRIPTION
 KW0579
 KW0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW0579'1.8 MI E FROM REHRERSBURG.
 KW0579'1.8 MILES EAST ALONG STATE HIGHWAY NO. 83 FROM THE POST OFFICE
 KW0579'AT REHRERSBURG, AT AN INTERSECTION OF THE HIGHWAY AND A PRIVATE
 KW0579'DIRT ROAD LEADING NORTH INTO A FIELD, 67 FEET NORTH OF AND ACROSS
 KW0579'THE HIGHWAY FROM POWER LINE POLE NO. 318-M.E-271, 51 FEET NORTH
 KW0579'OF THE CENTERLINE OF THE HIGHWAY, 15 FEET EAST OF THE CENTERLINE
 KW0579'OF THE PRIVATE ROAD, 6 FEET SOUTH OF AN 18-INCH BLACK LOCUST
 KW0579'TREE, AND 1 FOOT NORTHEAST OF A STANDARD REFERENCE POST.  A
 KW0579'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 KW0579
 KW0579                          STATION RECOVERY (2002)
 KW0579
 KW0579'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW0579'MARK NOT FOUND.
 KW0579
 KW0579                          STATION RECOVERY (2005)
 KW0579
 KW0579'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0579'AREA WHERE MARK WOULD BE LOCATED HAS BEEN FILLED IN TO WIDEN A
 KW0579'DRIVEWAY. MARK MAY REMAIN UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0804 ***********************************************************************
 KW0804  DESIGNATION -  L 174 PADH
 KW0804  PID         -  KW0804
 KW0804  STATE/COUNTY-  PA/BERKS
 KW0804  USGS QUAD   -  STRAUSSTOWN (1974)
 KW0804
 KW0804                         *CURRENT SURVEY CONTROL
 KW0804  ___________________________________________________________________
 KW0804* NAD 83(1986)-  40 29 25.     (N)    076 13 26.     (W)     SCALED    
 KW0804* NAVD 88     -       170.471  (meters)     559.29   (feet)  ADJUSTED  
 KW0804  ___________________________________________________________________
 KW0804  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 KW0804  DYNAMIC HT  -         170.383 (meters)     559.00  (feet)  COMP
 KW0804  MODELED GRAV-     980,105.0   (mgal)                       NAVD 88
 KW0804
 KW0804  VERT ORDER  -  SECOND    CLASS 0
 KW0804
 KW0804.The horizontal coordinates were scaled from a topographic map and have
 KW0804.an estimated accuracy of +/- 6 seconds.
 KW0804
 KW0804.The orthometric height was determined by differential leveling
 KW0804.and adjusted by the National Geodetic Survey in June 1991..
 KW0804
 KW0804.The geoid height was determined by GEOID03.
 KW0804
 KW0804.The dynamic height is computed by dividing the NAVD 88
 KW0804.geopotential number by the normal gravity value computed on the
 KW0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0804.degrees latitude (g = 980.6199 gals.).
 KW0804
 KW0804.The modeled gravity was interpolated from observed gravity values.
 KW0804
 KW0804;                    North         East    Units  Estimated Accuracy
 KW0804;SPC PA S     -   129,580.      729,370.      MT  (+/- 180 meters Scaled)
 KW0804
 KW0804                          SUPERSEDED SURVEY CONTROL
 KW0804
 KW0804  NGVD 29 (??/??/??)  170.665  (m)          559.92   (f) ADJUSTED    2 0
 KW0804
 KW0804.Superseded values are not recommended for survey control.
 KW0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0804.See file dsdata.txt to determine how the superseded data were derived.
 KW0804
 KW0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK962828(NAD 83)
 KW0804_MARKER: DD = SURVEY DISK
 KW0804_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0804_SP_SET: BRIDGE
 KW0804_STAMPING: L 174 1942
 KW0804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0804
 KW0804  HISTORY     - Date     Condition        Report By
 KW0804  HISTORY     - 1942     MONUMENTED       PADH
 KW0804  HISTORY     - 1960     GOOD             CGS
 KW0804  HISTORY     - 20021219 MARK NOT FOUND   USPSQD
 KW0804  HISTORY     - 20050420 MARK NOT FOUND   GEOCAC
 KW0804
 KW0804                          STATION DESCRIPTION
 KW0804
 KW0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0804'4.1 MI E FROM REHRERSBURG.
 KW0804'ABOUT 3.9 MILES EAST ALONG U.S. HIGHWAY 22 FROM
 KW0804'THE BETHEL INTERCHANGE, THENCE 0.2 MILE SOUTH ALONG OLD STATE
 KW0804'ROUTE 83, AT A BRIDGE UNDER THE OLD ROUTE, ON TOP OF THE
 KW0804'NORTHWEST CONCRETE WINGWALL OF THE BRIDGE, 14 FEET WEST OF THE
 KW0804'CENTER LINE OF THE ROAD AND ABOUT LEVEL WITH THE ROAD.
 KW0804
 KW0804                          STATION RECOVERY (2002)
 KW0804
 KW0804'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW0804'MARK NOT FOUND.
 KW0804
 KW0804                          STATION RECOVERY (2005)
 KW0804
 KW0804'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0804'NO EVIDENCE OF THE OLD BRIDGE REMAINS. THE EXIT RAMP HAS BEEN
 KW0804'CONSTRUCTED WHERE THE BRIDGE WAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1116 ***********************************************************************
 KW1116  DESIGNATION -  L 175
 KW1116  PID         -  KW1116
 KW1116  STATE/COUNTY-  PA/DAUPHIN
 KW1116  USGS QUAD   -  ENDERS (1974)
 KW1116
 KW1116                         *CURRENT SURVEY CONTROL
 KW1116  ___________________________________________________________________
 KW1116* NAD 83(1986)-  40 23 50.     (N)    076 45 34.     (W)     SCALED    
 KW1116* NAVD 88     -       190.030  (meters)     623.46   (feet)  ADJUSTED  
 KW1116  ___________________________________________________________________
 KW1116  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 KW1116  DYNAMIC HT  -         189.932 (meters)     623.14  (feet)  COMP
 KW1116  MODELED GRAV-     980,106.7   (mgal)                       NAVD 88
 KW1116
 KW1116  VERT ORDER  -  SECOND    CLASS 0
 KW1116
 KW1116.The horizontal coordinates were scaled from a topographic map and have
 KW1116.an estimated accuracy of +/- 6 seconds.
 KW1116
 KW1116.The orthometric height was determined by differential leveling
 KW1116.and adjusted by the National Geodetic Survey in June 1991..
 KW1116
 KW1116.The geoid height was determined by GEOID03.
 KW1116
 KW1116.The dynamic height is computed by dividing the NAVD 88
 KW1116.geopotential number by the normal gravity value computed on the
 KW1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1116.degrees latitude (g = 980.6199 gals.).
 KW1116
 KW1116.The modeled gravity was interpolated from observed gravity values.
 KW1116
 KW1116;                    North         East    Units  Estimated Accuracy
 KW1116;SPC PA S     -   118,600.      684,090.      MT  (+/- 180 meters Scaled)
 KW1116
 KW1116                          SUPERSEDED SURVEY CONTROL
 KW1116
 KW1116  NGVD 29 (??/??/??)  190.243  (m)          624.16   (f) ADJUSTED    2 0
 KW1116
 KW1116.Superseded values are not recommended for survey control.
 KW1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1116.See file dsdata.txt to determine how the superseded data were derived.
 KW1116
 KW1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK506733(NAD 83)
 KW1116_MARKER: DB = BENCH MARK DISK
 KW1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1116_STAMPING: L 175 1942
 KW1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1116+STABILITY: SURFACE MOTION
 KW1116_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1116+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2005
 KW1116
 KW1116  HISTORY     - Date     Condition        Report By
 KW1116  HISTORY     - 1942     MONUMENTED       CGS
 KW1116  HISTORY     - 20051106 GOOD             GEOCAC
 KW1116
 KW1116                          STATION DESCRIPTION
 KW1116
 KW1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1116'5.9 MI NE FROM LINGLESTOWN.
 KW1116'5.9 MILES NORTHEAST ALONG STATE HIGHWAY 894 FROM THE POST OFFICE
 KW1116'AT LINGLESTOWN, SET AT THE INTERSECTION OF 894 AND 443, 30.5 FEET
 KW1116'SOUTH OF THE CENTERLINE OF 443, 28.8 FEET WEST OF THE CENTERLINE
 KW1116'OF 894, 6.7 FEET NORTH OF POLE 28446, AT THE NORTHEAST CORNER OF
 KW1116'THE CULTIVATED FIELD.  A STANDARD DISK SET IN THE TOP OF A
 KW1116'CONCRETE POST.
 KW1116
 KW1116                          STATION RECOVERY (2005)
 KW1116
 KW1116'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW1116'STATION IS NOW IN A YARD.
 KW1116'N 40 23 50.4 W 076 45 34.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1104 ***********************************************************************
 KW1104  DESIGNATION -  L 177
 KW1104  PID         -  KW1104
 KW1104  STATE/COUNTY-  PA/DAUPHIN
 KW1104  USGS QUAD   -  GRANTVILLE (1975)
 KW1104
 KW1104                         *CURRENT SURVEY CONTROL
 KW1104  ___________________________________________________________________
 KW1104* NAD 83(1986)-  40 29 35.     (N)    076 40 31.     (W)     SCALED    
 KW1104* NAVD 88     -       201.990  (meters)     662.70   (feet)  ADJUSTED  
 KW1104  ___________________________________________________________________
 KW1104  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 KW1104  DYNAMIC HT  -         201.889 (meters)     662.36  (feet)  COMP
 KW1104  MODELED GRAV-     980,120.3   (mgal)                       NAVD 88
 KW1104
 KW1104  VERT ORDER  -  SECOND    CLASS 0
 KW1104
 KW1104.The horizontal coordinates were scaled from a topographic map and have
 KW1104.an estimated accuracy of +/- 6 seconds.
 KW1104
 KW1104.The orthometric height was determined by differential leveling
 KW1104.and adjusted by the National Geodetic Survey in June 1991..
 KW1104
 KW1104.The geoid height was determined by GEOID03.
 KW1104
 KW1104.The dynamic height is computed by dividing the NAVD 88
 KW1104.geopotential number by the normal gravity value computed on the
 KW1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1104.degrees latitude (g = 980.6199 gals.).
 KW1104
 KW1104.The modeled gravity was interpolated from observed gravity values.
 KW1104
 KW1104;                    North         East    Units  Estimated Accuracy
 KW1104;SPC PA S     -   129,320.      691,110.      MT  (+/- 180 meters Scaled)
 KW1104
 KW1104                          SUPERSEDED SURVEY CONTROL
 KW1104
 KW1104  NGVD 29 (??/??/??)  202.225  (m)          663.47   (f) ADJUSTED    2 0
 KW1104
 KW1104.Superseded values are not recommended for survey control.
 KW1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1104.See file dsdata.txt to determine how the superseded data were derived.
 KW1104
 KW1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK580838(NAD 83)
 KW1104_MARKER: DB = BENCH MARK DISK
 KW1104_SETTING: 80 = SET IN A BOULDER
 KW1104_SP_SET: BOULDER
 KW1104_STAMPING: L 177 1942
 KW1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1104+STABILITY: SURFACE MOTION
 KW1104_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1104+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2004
 KW1104
 KW1104  HISTORY     - Date     Condition        Report By
 KW1104  HISTORY     - 1942     MONUMENTED       CGS
 KW1104  HISTORY     - 19950515 GOOD             USPSQD
 KW1104  HISTORY     - 20040915 GOOD             GEOCAC
 KW1104
 KW1104                          STATION DESCRIPTION
 KW1104
 KW1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KW1104'10.7 MI SW FROM TOWER CITY.
 KW1104'10.7 MILES SOUTHWEST ALONG THE COUNTY ROAD FROM THE STATION AT
 KW1104'TOWER CITY, SET IN THE TOP OF A LARGE ROCK BOULDER, NEAR THE
 KW1104'NORTHEAST END OF THE HARRISBURG WATER SUPPLY LAKE, AT THE
 KW1104'INTERSECTION OF THE MAIN ROAD AND THE OLD ROAD LEADING TO THE
 KW1104'LAKE, 13 FEET NORTH OF THE CENTERLINE OF THE MAIN ROAD, 4 FEET
 KW1104'SOUTHEAST OF AN 18-INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE
 KW1104'SOUTH SIDE OF TREE.  A STANDARD DISK SET ABOUT 1.5 FEET ABOVE
 KW1104'ROAD LEVEL.
 KW1104
 KW1104                          STATION RECOVERY (1995)
 KW1104
 KW1104'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW1104'RECOVERED IN GOOD CONDITION.
 KW1104
 KW1104                          STATION RECOVERY (2004)
 KW1104
 KW1104'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1104'THE COUNTY ROAD IS STATE ROUTE 325. THE ROAD LEADING TO THE LAKE IS NO
 KW1104'LONGER IN EXISTENCE. THE OAK TREE IS APPROXIMATELY 2 FEET IN DIAMETER.
 KW1104' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1092 ***********************************************************************
 KW1092  DESIGNATION -  L 178 PADH
 KW1092  PID         -  KW1092
 KW1092  STATE/COUNTY-  PA/DAUPHIN
 KW1092  USGS QUAD   -  HALIFAX (1977)
 KW1092
 KW1092                         *CURRENT SURVEY CONTROL
 KW1092  ___________________________________________________________________
 KW1092* NAD 83(1986)-  40 24 21.     (N)    076 54 30.     (W)     SCALED    
 KW1092* NAVD 88     -       128.117  (meters)     420.33   (feet)  ADJUSTED  
 KW1092  ___________________________________________________________________
 KW1092  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 KW1092  DYNAMIC HT  -         128.054 (meters)     420.12  (feet)  COMP
 KW1092  MODELED GRAV-     980,132.2   (mgal)                       NAVD 88
 KW1092
 KW1092  VERT ORDER  -  SECOND    CLASS 0
 KW1092
 KW1092.The horizontal coordinates were scaled from a topographic map and have
 KW1092.an estimated accuracy of +/- 6 seconds.
 KW1092
 KW1092.The orthometric height was determined by differential leveling
 KW1092.and adjusted by the National Geodetic Survey in June 1991..
 KW1092
 KW1092.The geoid height was determined by GEOID03.
 KW1092
 KW1092.The dynamic height is computed by dividing the NAVD 88
 KW1092.geopotential number by the normal gravity value computed on the
 KW1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1092.degrees latitude (g = 980.6199 gals.).
 KW1092
 KW1092.The modeled gravity was interpolated from observed gravity values.
 KW1092
 KW1092;                    North         East    Units  Estimated Accuracy
 KW1092;SPC PA S     -   119,430.      671,440.      MT  (+/- 180 meters Scaled)
 KW1092
 KW1092                          SUPERSEDED SURVEY CONTROL
 KW1092
 KW1092  NGVD 29 (??/??/??)  128.346  (m)          421.08   (f) ADJUSTED    2 0
 KW1092
 KW1092.Superseded values are not recommended for survey control.
 KW1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1092.See file dsdata.txt to determine how the superseded data were derived.
 KW1092
 KW1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK380745(NAD 83)
 KW1092_MARKER: DD = SURVEY DISK
 KW1092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1092_SP_SET: BRIDGE
 KW1092_STAMPING: L 178 1942
 KW1092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1092
 KW1092  HISTORY     - Date     Condition        Report By
 KW1092  HISTORY     - 1942     MONUMENTED       PADH
 KW1092  HISTORY     - 20040915 MARK NOT FOUND   GEOCAC
 KW1092
 KW1092                          STATION DESCRIPTION
 KW1092
 KW1092'DESCRIBED BY PA DEPT OF HIGHWAYS 1942
 KW1092'4.4 MI NE FROM DAUPHIN.
 KW1092'2.0 MILES NORTH ALONG STATE HIGHWAY 225 FROM THE STATION AT
 KW1092'DAUPHIN, THENCE 2.4 MILES NORTHEAST ALONG THE COUNTY ROAD, SET IN
 KW1092'THE SOUTHEAST CORNER OF THE SOUTHWEST ABUTMENT OF THE STEEL
 KW1092'GIRDER BRIDGE OVER CREEK, NEAR A 2-STORY WHITE FARMHOUSE, 27.5
 KW1092'FEET NORTHEAST OF POLE NO. 84, 12.3 FEET SOUTHEAST OF THE
 KW1092'CENTERLINE OF THE ROAD.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS
 KW1092'BRONZE DISK.  STAMPED BY THE USC AND GS.
 KW1092
 KW1092                          STATION RECOVERY (2004)
 KW1092
 KW1092'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1092'BRIDGE HAS BEEN REPLACED WITH A CONCRETE STRUCTURE. A NEW PADH DISK
 KW1092'HAS BEEN MOUNTED ON THE WINGWALL BUT IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2606 ***********************************************************************
 KV2606  DESIGNATION -  L 179
 KV2606  PID         -  KV2606
 KV2606  STATE/COUNTY-  PA/LEHIGH
 KV2606  USGS QUAD   -  TOPTON (1992)
 KV2606
 KV2606                         *CURRENT SURVEY CONTROL
 KV2606  ___________________________________________________________________
 KV2606* NAD 83(1986)-  40 36 51.     (N)    075 39 21.     (W)     SCALED    
 KV2606* NAVD 88     -       204.107  (meters)     669.64   (feet)  ADJUSTED  
 KV2606  ___________________________________________________________________
 KV2606  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 KV2606  DYNAMIC HT  -         204.005 (meters)     669.31  (feet)  COMP
 KV2606  MODELED GRAV-     980,119.2   (mgal)                       NAVD 88
 KV2606
 KV2606  VERT ORDER  -  SECOND    CLASS 0
 KV2606
 KV2606.The horizontal coordinates were scaled from a topographic map and have
 KV2606.an estimated accuracy of +/- 6 seconds.
 KV2606
 KV2606.The orthometric height was determined by differential leveling
 KV2606.and adjusted by the National Geodetic Survey in June 1991..
 KV2606
 KV2606.The geoid height was determined by GEOID03.
 KV2606
 KV2606.The dynamic height is computed by dividing the NAVD 88
 KV2606.geopotential number by the normal gravity value computed on the
 KV2606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2606.degrees latitude (g = 980.6199 gals.).
 KV2606
 KV2606.The modeled gravity was interpolated from observed gravity values.
 KV2606
 KV2606;                    North         East    Units  Estimated Accuracy
 KV2606;SPC PA S     -   144,320.      777,190.      MT  (+/- 180 meters Scaled)
 KV2606
 KV2606                          SUPERSEDED SURVEY CONTROL
 KV2606
 KV2606  NGVD 29 (??/??/??)  204.307  (m)          670.30   (f) ADJUSTED    2 0
 KV2606
 KV2606.Superseded values are not recommended for survey control.
 KV2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2606.See file dsdata.txt to determine how the superseded data were derived.
 KV2606
 KV2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK445961(NAD 83)
 KV2606_MARKER: DB = BENCH MARK DISK
 KV2606_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2606_SP_SET: RETAINING WALL
 KV2606_STAMPING: L 179 1942
 KV2606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2606
 KV2606  HISTORY     - Date     Condition        Report By
 KV2606  HISTORY     - 1942     MONUMENTED       CGS
 KV2606  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 KV2606
 KV2606                          STATION DESCRIPTION
 KV2606
 KV2606'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2606'AT CLAUSSVILLE.
 KV2606'AT CLAUSSVILLE, ABOUT 0.1 MILE WEST OF THE CROSSING OF THE
 KV2606'COUNTY ROAD AND STATE HIGHWAY NO. 100, SET IN THE SOUTH CORNER
 KV2606'OF THE EAST CONCRETE RETAINING WALL AT THE NORTHEAST CORNER OF
 KV2606'THE LARGE BARN, 33.3 FEET SOUTH OF THE CENTER-LINE OF THE ROAD,
 KV2606'2.3 FEET NORTH OF THE NORTHEAST CORNER OF BUILDING.  A STANDARD
 KV2606'DISK.
 KV2606
 KV2606                          STATION RECOVERY (2002)
 KV2606
 KV2606'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWR)
 KV2606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1245 ***********************************************************************
 LZ1245  DESIGNATION -  L 18
 LZ1245  PID         -  LZ1245
 LZ1245  STATE/COUNTY-  PA/CLINTON
 LZ1245  USGS QUAD   -  RENOVO EAST (1986)
 LZ1245
 LZ1245                         *CURRENT SURVEY CONTROL
 LZ1245  ___________________________________________________________________
 LZ1245* NAD 83(1986)-  41 20 15.     (N)    077 39 47.     (W)     SCALED    
 LZ1245* NAVD 88     -       198.255  (meters)     650.44   (feet)  ADJUSTED  
 LZ1245  ___________________________________________________________________
 LZ1245  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 LZ1245  DYNAMIC HT  -         198.169 (meters)     650.16  (feet)  COMP
 LZ1245  MODELED GRAV-     980,185.5   (mgal)                       NAVD 88
 LZ1245
 LZ1245  VERT ORDER  -  SECOND    CLASS 0
 LZ1245
 LZ1245.The horizontal coordinates were scaled from a topographic map and have
 LZ1245.an estimated accuracy of +/- 6 seconds.
 LZ1245
 LZ1245.The orthometric height was determined by differential leveling
 LZ1245.and adjusted by the National Geodetic Survey in June 1991..
 LZ1245
 LZ1245.The geoid height was determined by GEOID03.
 LZ1245
 LZ1245.The dynamic height is computed by dividing the NAVD 88
 LZ1245.geopotential number by the normal gravity value computed on the
 LZ1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1245.degrees latitude (g = 980.6199 gals.).
 LZ1245
 LZ1245.The modeled gravity was interpolated from observed gravity values.
 LZ1245
 LZ1245;                    North         East    Units  Estimated Accuracy
 LZ1245;SPC PA N     -   130,030.      607,280.      MT  (+/- 180 meters Scaled)
 LZ1245
 LZ1245                          SUPERSEDED SURVEY CONTROL
 LZ1245
 LZ1245  NGVD 29 (??/??/92)  198.444  (m)          651.06   (f) ADJ UNCH    2 0
 LZ1245
 LZ1245.Superseded values are not recommended for survey control.
 LZ1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1245.See file dsdata.txt to determine how the superseded data were derived.
 LZ1245
 LZ1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL771796(NAD 83)
 LZ1245_MARKER: DB = BENCH MARK DISK
 LZ1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1245_STAMPING: L 18 1934
 LZ1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1245+STABILITY: SURFACE MOTION
 LZ1245
 LZ1245  HISTORY     - Date     Condition        Report By
 LZ1245  HISTORY     - 1934     MONUMENTED       CGS
 LZ1245
 LZ1245                          STATION DESCRIPTION
 LZ1245
 LZ1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1245'5.5 MI E FROM RENOVO.
 LZ1245'ABOUT 5.5 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM RENOVO,
 LZ1245'CLINTON COUNTY, ABOUT 1.1 MILES WEST OF THE STATION AT HYNER,
 LZ1245'AT MILEAGE 200.7, ON THE PROPERTY OF HARRY CONDON, 11 FEET WEST
 LZ1245'OF THE PRIVATE DRIVE LEADING TO A FARM DWELLING AND BUILDINGS,
 LZ1245'20 FEET NORTH OF A 30-INCH APPLE TREE IN THE NORTHEAST CORNER
 LZ1245'OF AN APPLE ORCHARD, 21 FEET SOUTH OF THE CENTER LINE OF THE
 LZ1245'EAST-BOUND TRACK, AND 1-1/2 FEET LOWER THAN THE TOP OF THE
 LZ1245'RAIL.  A STANDARD DISK, STAMPED L 18 1934 AND SET IN THE TOP
 LZ1245'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1628 ***********************************************************************
 KV1628  DESIGNATION -  L 180
 KV1628  PID         -  KV1628
 KV1628  STATE/COUNTY-  PA/NORTHAMPTON
 KV1628  USGS QUAD   -  BANGOR (1994)
 KV1628
 KV1628                         *CURRENT SURVEY CONTROL
 KV1628  ___________________________________________________________________
 KV1628* NAD 83(1986)-  40 48 10.     (N)    075 07 32.     (W)     SCALED    
 KV1628* NAVD 88     -        84.142  (meters)     276.06   (feet)  ADJUSTED  
 KV1628  ___________________________________________________________________
 KV1628  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 KV1628  DYNAMIC HT  -          84.103 (meters)     275.93  (feet)  COMP
 KV1628  MODELED GRAV-     980,166.8   (mgal)                       NAVD 88
 KV1628
 KV1628  VERT ORDER  -  SECOND    CLASS 0
 KV1628
 KV1628.The horizontal coordinates were scaled from a topographic map and have
 KV1628.an estimated accuracy of +/- 6 seconds.
 KV1628
 KV1628.The orthometric height was determined by differential leveling
 KV1628.and adjusted by the National Geodetic Survey in June 1991..
 KV1628
 KV1628.The geoid height was determined by GEOID03.
 KV1628
 KV1628.The dynamic height is computed by dividing the NAVD 88
 KV1628.geopotential number by the normal gravity value computed on the
 KV1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1628.degrees latitude (g = 980.6199 gals.).
 KV1628
 KV1628.The modeled gravity was interpolated from observed gravity values.
 KV1628
 KV1628;                    North         East    Units  Estimated Accuracy
 KV1628;SPC PA S     -   166,450.      821,430.      MT  (+/- 180 meters Scaled)
 KV1628
 KV1628                          SUPERSEDED SURVEY CONTROL
 KV1628
 KV1628  NGVD 29 (??/??/??)   84.342  (m)          276.71   (f) ADJUSTED    2 0
 KV1628
 KV1628.Superseded values are not recommended for survey control.
 KV1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1628.See file dsdata.txt to determine how the superseded data were derived.
 KV1628
 KV1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL894168(NAD 83)
 KV1628_MARKER: DB = BENCH MARK DISK
 KV1628_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1628_SP_SET: BANNISTER FOUNDATION
 KV1628_STAMPING: L 180 1942
 KV1628_MARK LOGO: CGS   
 KV1628_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1628_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1628+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1995
 KV1628
 KV1628  HISTORY     - Date     Condition        Report By
 KV1628  HISTORY     - 1942     MONUMENTED       CGS
 KV1628  HISTORY     - 1984     GOOD             USPSQD
 KV1628  HISTORY     - 19940806 GOOD             USPSQD
 KV1628  HISTORY     - 19950119 GOOD             NJGS
 KV1628
 KV1628                          STATION DESCRIPTION
 KV1628
 KV1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1628'3.2 MI SW FROM BELVIDERE.
 KV1628'IN NORTHAMPTON COUNTY, PA., ABOUT 3.2 MILES SOUTHWEST ALONG STATE
 KV1628'HIGHWAY 709 FROM THE INTERSECTION OF MARKET AND WATER STREETS AT
 KV1628'BELVIDERE, WARREN COUNTY, N.J., AT A CONCRETE BRIDGE, 2 FEET
 KV1628'NORTHEAST OF THE SOUTHWEST END, IN THE SOUTHWEST END OF THE
 KV1628'CONCRETE FOUNDATION OF THE BANNISTER, 13.3 FEET EAST OF A POLE,
 KV1628'12.1 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 KV1628'6 INCHES HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED L 180
 KV1628'1942.
 KV1628
 KV1628                          STATION RECOVERY (1984)
 KV1628
 KV1628'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV1628'RECOVERED IN GOOD CONDITION.
 KV1628
 KV1628                          STATION RECOVERY (1994)
 KV1628
 KV1628'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1628'RECOVERED IN GOOD CONDITION.
 KV1628
 KV1628                          STATION RECOVERY (1995)
 KV1628
 KV1628'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 KV1628'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE
 KV1628'STATION IS 2.75 MI (4.43 KM) SOUTHWEST FROM THE INTERSECTION OF MARKET
 KV1628'AND WATERS STREETS IN BELVIDERE, NEW JERSEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2309 ***********************************************************************
 KV2309  DESIGNATION -  L 181
 KV2309  PID         -  KV2309
 KV2309  STATE/COUNTY-  PA/BERKS
 KV2309  USGS QUAD   -  MANATAWNY (1973)
 KV2309
 KV2309                         *CURRENT SURVEY CONTROL
 KV2309  ___________________________________________________________________
 KV2309* NAD 83(1986)-  40 25 21.     (N)    075 40 15.     (W)     SCALED    
 KV2309* NAVD 88     -       225.433  (meters)     739.61   (feet)  ADJUSTED  
 KV2309  ___________________________________________________________________
 KV2309  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 KV2309  DYNAMIC HT  -         225.315 (meters)     739.22  (feet)  COMP
 KV2309  MODELED GRAV-     980,098.6   (mgal)                       NAVD 88
 KV2309
 KV2309  VERT ORDER  -  SECOND    CLASS 0
 KV2309
 KV2309.The horizontal coordinates were scaled from a topographic map and have
 KV2309.an estimated accuracy of +/- 6 seconds.
 KV2309
 KV2309.The orthometric height was determined by differential leveling
 KV2309.and adjusted by the National Geodetic Survey in June 1991..
 KV2309
 KV2309.The geoid height was determined by GEOID03.
 KV2309
 KV2309.The dynamic height is computed by dividing the NAVD 88
 KV2309.geopotential number by the normal gravity value computed on the
 KV2309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2309.degrees latitude (g = 980.6199 gals.).
 KV2309
 KV2309.The modeled gravity was interpolated from observed gravity values.
 KV2309
 KV2309;                    North         East    Units  Estimated Accuracy
 KV2309;SPC PA S     -   123,010.      776,430.      MT  (+/- 180 meters Scaled)
 KV2309
 KV2309                          SUPERSEDED SURVEY CONTROL
 KV2309
 KV2309  NGVD 29 (??/??/??)  225.667  (m)          740.38   (f) ADJUSTED    2 0
 KV2309
 KV2309.Superseded values are not recommended for survey control.
 KV2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2309.See file dsdata.txt to determine how the superseded data were derived.
 KV2309
 KV2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK430748(NAD 83)
 KV2309_MARKER: DB = BENCH MARK DISK
 KV2309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2309_STAMPING: L 181 1942
 KV2309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2309+STABILITY: SURFACE MOTION
 KV2309
 KV2309  HISTORY     - Date     Condition        Report By
 KV2309  HISTORY     - 1942     MONUMENTED       CGS
 KV2309  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV2309  HISTORY     - 20031212 MARK NOT FOUND   USPSQD
 KV2309
 KV2309                          STATION DESCRIPTION
 KV2309
 KV2309'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2309'0.6 MI SW FROM LANDIS STORE POST OFFICE.
 KV2309'ABOUT 0.6 MILE SOUTHWEST ALONG ROAD NO. 06094 FROM THE LANDIS
 KV2309'STORE POST OFFICE, 19.5 FEET SOUTHWEST OF AN 18-INCH APPLE TREE,
 KV2309'18.5 FEET EAST OF THE CENTER LINE OF THE ROAD, 4.5 FEET NORTH OF
 KV2309'A FENCE CORNER, 1.5 FEET WEST OF A WHITE POST STENCILED U.S.B.M.,
 KV2309'A STANDARD DISK SET IN A CONCRETE POST, IN THE SOUTHWEST
 KV2309'CORNER OF AN ORCHARD.
 KV2309
 KV2309                          STATION RECOVERY (1990)
 KV2309
 KV2309'RECOVERY NOTE BY US POWER SQUADRON 1990 (EC)
 KV2309'MARK NOT FOUND.
 KV2309
 KV2309                          STATION RECOVERY (2003)
 KV2309
 KV2309'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEQ)
 KV2309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2299 ***********************************************************************
 KV2299  DESIGNATION -  L 182 PADH
 KV2299  PID         -  KV2299
 KV2299  STATE/COUNTY-  PA/MONTGOMERY
 KV2299  USGS QUAD   -  EAST GREENVILLE (1992)
 KV2299
 KV2299                         *CURRENT SURVEY CONTROL
 KV2299  ___________________________________________________________________
 KV2299* NAD 83(1986)-  40 25 43.     (N)    075 32 18.     (W)     SCALED    
 KV2299* NAVD 88     -       104.725  (meters)     343.59   (feet)  ADJUSTED  
 KV2299  ___________________________________________________________________
 KV2299  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 KV2299  DYNAMIC HT  -         104.672 (meters)     343.41  (feet)  COMP
 KV2299  MODELED GRAV-     980,122.6   (mgal)                       NAVD 88
 KV2299
 KV2299  VERT ORDER  -  SECOND    CLASS 0
 KV2299
 KV2299.The horizontal coordinates were scaled from a topographic map and have
 KV2299.an estimated accuracy of +/- 6 seconds.
 KV2299
 KV2299.The orthometric height was determined by differential leveling
 KV2299.and adjusted by the National Geodetic Survey in June 1991..
 KV2299
 KV2299.The geoid height was determined by GEOID03.
 KV2299
 KV2299.The dynamic height is computed by dividing the NAVD 88
 KV2299.geopotential number by the normal gravity value computed on the
 KV2299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2299.degrees latitude (g = 980.6199 gals.).
 KV2299
 KV2299.The modeled gravity was interpolated from observed gravity values.
 KV2299
 KV2299;                    North         East    Units  Estimated Accuracy
 KV2299;SPC PA S     -   123,960.      787,650.      MT  (+/- 180 meters Scaled)
 KV2299
 KV2299                          SUPERSEDED SURVEY CONTROL
 KV2299
 KV2299  NGVD 29 (??/??/??)  104.979  (m)          344.42   (f) ADJUSTED    2 0
 KV2299
 KV2299.Superseded values are not recommended for survey control.
 KV2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2299.See file dsdata.txt to determine how the superseded data were derived.
 KV2299
 KV2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK543754(NAD 83)
 KV2299_MARKER: DD = SURVEY DISK
 KV2299_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2299_SP_SET: BRIDGE WALL
 KV2299_STAMPING: L 182 1942
 KV2299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2299
 KV2299  HISTORY     - Date     Condition        Report By
 KV2299  HISTORY     - 1942     MONUMENTED       PADH
 KV2299  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV2299  HISTORY     - 20031223 MARK NOT FOUND   USPSQD
 KV2299
 KV2299                          STATION DESCRIPTION
 KV2299
 KV2299'DESCRIBED BY PA DEPT OF HIGHWAYS 1942
 KV2299'0.3 MI NW FROM PALM.
 KV2299'ABOUT 0.3 MILE NORTHWEST ALONG HIGHWAY NO. 29 FROM THE POST
 KV2299'OFFICE AT PALM, 22 FEET NORTHEAST OF THE CENTER LINE OF NO. 29,
 KV2299'A PENNA. HIGHWAY DEPT. DISK SET IN THE TOP OF THE NORTHEAST
 KV2299'WING WALL OF A CONCRETE BRIDGE.
 KV2299
 KV2299                          STATION RECOVERY (1990)
 KV2299
 KV2299'RECOVERY NOTE BY US POWER SQUADRON 1990 (JDC)
 KV2299'MARK NOT FOUND.
 KV2299
 KV2299                          STATION RECOVERY (2003)
 KV2299
 KV2299'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEQ)
 KV2299'LARGE PART OF WING WALL DETERIORATED.  A REPAIR SECTION ADDED WITHOUT
 KV2299'A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2098 ***********************************************************************
 KV2098  DESIGNATION -  L 183
 KV2098  PID         -  KV2098
 KV2098  STATE/COUNTY-  PA/MONTGOMERY
 KV2098  USGS QUAD   -  PERKIOMENVILLE (1992)
 KV2098
 KV2098                         *CURRENT SURVEY CONTROL
 KV2098  ___________________________________________________________________
 KV2098* NAD 83(1986)-  40 18 10.     (N)    075 25 22.     (W)     SCALED    
 KV2098* NAVD 88     -        67.158  (meters)     220.33   (feet)  ADJUSTED  
 KV2098  ___________________________________________________________________
 KV2098  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 KV2098  DYNAMIC HT  -          67.124 (meters)     220.22  (feet)  COMP
 KV2098  MODELED GRAV-     980,124.5   (mgal)                       NAVD 88
 KV2098
 KV2098  VERT ORDER  -  SECOND    CLASS 0
 KV2098
 KV2098.The horizontal coordinates were scaled from a topographic map and have
 KV2098.an estimated accuracy of +/- 6 seconds.
 KV2098
 KV2098.The orthometric height was determined by differential leveling
 KV2098.and adjusted by the National Geodetic Survey in June 1991..
 KV2098
 KV2098.The geoid height was determined by GEOID03.
 KV2098
 KV2098.The dynamic height is computed by dividing the NAVD 88
 KV2098.geopotential number by the normal gravity value computed on the
 KV2098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2098.degrees latitude (g = 980.6199 gals.).
 KV2098
 KV2098.The modeled gravity was interpolated from observed gravity values.
 KV2098
 KV2098;                    North         East    Units  Estimated Accuracy
 KV2098;SPC PA S     -   110,250.      797,820.      MT  (+/- 180 meters Scaled)
 KV2098
 KV2098                          SUPERSEDED SURVEY CONTROL
 KV2098
 KV2098  NGVD 29 (??/??/??)   67.445  (m)          221.28   (f) ADJUSTED    2 0
 KV2098
 KV2098.Superseded values are not recommended for survey control.
 KV2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2098.See file dsdata.txt to determine how the superseded data were derived.
 KV2098
 KV2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK640614(NAD 83)
 KV2098_MARKER: DB = BENCH MARK DISK
 KV2098_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2098_SP_SET: BRIDGE
 KV2098_STAMPING: L 183 1942
 KV2098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2098
 KV2098  HISTORY     - Date     Condition        Report By
 KV2098  HISTORY     - 1942     MONUMENTED       CGS
 KV2098  HISTORY     - 20060307 POOR             ACT
 KV2098
 KV2098                          STATION DESCRIPTION
 KV2098
 KV2098'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2098'AT BERGEY.
 KV2098'AT BERGEY, 97 FEET NORTHEAST OF THE BERGEY POST OFFICE AND STORE,
 KV2098'52 FEET NORTH OF THE CENTER LINE OF A ROAD RUNNING NORTHWEST,
 KV2098'31 FEET NORTHWEST OF THE CENTER LINE OF ROAD NO. 46024, A
 KV2098'STANDARD DISK SET IN THE TOP OF THE WEST END OF THE NORTH WING
 KV2098'WALL OF A STONE BRIDGE, ABOUT 2.0 FEET HIGHER THAN THE ROAD.
 KV2098
 KV2098                          STATION RECOVERY (2006)
 KV2098
 KV2098'RECOVERY NOTE BY ACT ENGINEERS INCORPORATED 2006 (PD)
 KV2098'STATION DISK RECOVERED IN GOOD CONDITION, BUT THE WING WALL IN WHICH
 KV2098'IT WAS SET HAS STARTED TO BREAK AWAY FROM THE BRIDGE AND SHOWS SIGNS
 KV2098'OF SETTLING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1715 ***********************************************************************
 KV1715  DESIGNATION -  L 185
 KV1715  PID         -  KV1715
 KV1715  STATE/COUNTY-  PA/BUCKS
 KV1715  USGS QUAD   -  RIEGELSVILLE (1990)
 KV1715
 KV1715                         *CURRENT SURVEY CONTROL
 KV1715  ___________________________________________________________________
 KV1715* NAD 83(1986)-  40 34 18.     (N)    075 11 30.     (W)     SCALED    
 KV1715* NAVD 88     -        45.948  (meters)     150.75   (feet)  ADJUSTED  
 KV1715  ___________________________________________________________________
 KV1715  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 KV1715  DYNAMIC HT  -          45.926 (meters)     150.68  (feet)  COMP
 KV1715  MODELED GRAV-     980,148.7   (mgal)                       NAVD 88
 KV1715
 KV1715  VERT ORDER  -  SECOND    CLASS 0
 KV1715
 KV1715.The horizontal coordinates were scaled from a topographic map and have
 KV1715.an estimated accuracy of +/- 6 seconds.
 KV1715
 KV1715.The orthometric height was determined by differential leveling
 KV1715.and adjusted by the National Geodetic Survey in June 1991..
 KV1715
 KV1715.The geoid height was determined by GEOID03.
 KV1715
 KV1715.The dynamic height is computed by dividing the NAVD 88
 KV1715.geopotential number by the normal gravity value computed on the
 KV1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1715.degrees latitude (g = 980.6199 gals.).
 KV1715
 KV1715.The modeled gravity was interpolated from observed gravity values.
 KV1715
 KV1715;                    North         East    Units  Estimated Accuracy
 KV1715;SPC PA S     -   140,640.      816,600.      MT  (+/- 180 meters Scaled)
 KV1715
 KV1715                          SUPERSEDED SURVEY CONTROL
 KV1715
 KV1715  NGVD 29 (??/??/??)   46.195  (m)          151.56   (f) ADJUSTED    2 0
 KV1715
 KV1715.Superseded values are not recommended for survey control.
 KV1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1715.See file dsdata.txt to determine how the superseded data were derived.
 KV1715
 KV1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK837912(NAD 83)
 KV1715_MARKER: DB = BENCH MARK DISK
 KV1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1715_STAMPING: L 185 1942
 KV1715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1715+STABILITY: SURFACE MOTION
 KV1715
 KV1715  HISTORY     - Date     Condition        Report By
 KV1715  HISTORY     - 1942     MONUMENTED       CGS
 KV1715
 KV1715                          STATION DESCRIPTION
 KV1715
 KV1715'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV1715'1.2 MI N FROM KINTNERSVILLE.
 KV1715'1.2 MILES NORTH ALONG U.S. HIGHWAY NO. 611 FROM THE POST OFFICE
 KV1715'AT KINTNERSVILLE, ABOUT 0.1 MILE SOUTH OF A NEW BRICK GARAGE AND
 KV1715'SHOWROOM, AT AN INTERSECTION OF THE HIGHWAY AND A PRIVATE GRAVEL
 KV1715'ROAD LEADING EAST ACROSS AN OLD BRIDGE, 76 FEET SOUTH OF THE
 KV1715'CENTER LINE OF THE GRAVEL ROAD, 48 FEET EAST OF THE CENTER LINE
 KV1715'OF THE HIGHWAY, 44 FEET SOUTHEAST OF ME CO. POLE NO. DM 121,
 KV1715'AND 1 1/2 FEET WEST OF A STANDARD REFERENCE POST.  A STANDARD
 KV1715'DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2026 ***********************************************************************
 KV2026  DESIGNATION -  L 186 PADH
 KV2026  PID         -  KV2026
 KV2026  STATE/COUNTY-  PA/BUCKS
 KV2026  USGS QUAD   -  DOYLESTOWN (1992)
 KV2026
 KV2026                         *CURRENT SURVEY CONTROL
 KV2026  ___________________________________________________________________
 KV2026* NAD 83(1986)-  40 21 11.     (N)    075 10 15.     (W)     SCALED    
 KV2026* NAVD 88     -       128.004  (meters)     419.96   (feet)  ADJUSTED  
 KV2026  ___________________________________________________________________
 KV2026  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 KV2026  DYNAMIC HT  -         127.939 (meters)     419.75  (feet)  COMP
 KV2026  MODELED GRAV-     980,114.2   (mgal)                       NAVD 88
 KV2026
 KV2026  VERT ORDER  -  SECOND    CLASS 0
 KV2026
 KV2026.The horizontal coordinates were scaled from a topographic map and have
 KV2026.an estimated accuracy of +/- 6 seconds.
 KV2026
 KV2026.The orthometric height was determined by differential leveling
 KV2026.and adjusted by the National Geodetic Survey in June 1991..
 KV2026
 KV2026.The geoid height was determined by GEOID03.
 KV2026
 KV2026.The dynamic height is computed by dividing the NAVD 88
 KV2026.geopotential number by the normal gravity value computed on the
 KV2026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2026.degrees latitude (g = 980.6199 gals.).
 KV2026
 KV2026.The modeled gravity was interpolated from observed gravity values.
 KV2026
 KV2026;                    North         East    Units  Estimated Accuracy
 KV2026;SPC PA S     -   116,420.      819,070.      MT  (+/- 180 meters Scaled)
 KV2026
 KV2026                          SUPERSEDED SURVEY CONTROL
 KV2026
 KV2026  NGVD 29 (??/??/??)  128.270  (m)          420.83   (f) ADJUSTED    2 0
 KV2026
 KV2026.Superseded values are not recommended for survey control.
 KV2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2026.See file dsdata.txt to determine how the superseded data were derived.
 KV2026
 KV2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK854669(NAD 83)
 KV2026_MARKER: DD = SURVEY DISK
 KV2026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2026_SP_SET: BRIDGE
 KV2026_STAMPING: L 186 1942
 KV2026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2026
 KV2026  HISTORY     - Date     Condition        Report By
 KV2026  HISTORY     - 1942     MONUMENTED       PADH
 KV2026  HISTORY     - 1944     GOOD             CGS
 KV2026  HISTORY     - 1961     GOOD             AEROS
 KV2026  HISTORY     - 19950901 GOOD             USPSQD
 KV2026  HISTORY     - 19991227 GOOD             USPSQD
 KV2026
 KV2026                          STATION DESCRIPTION
 KV2026
 KV2026'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 KV2026'IN DOYLESTOWN.
 KV2026'FROM THE BUCKS COUNTY COURT HOUSE IN DOYLESTOWN, GO NORTH ON
 KV2026'U.S. HIGHWAY 611 FOR 1.2 MILES TO THE JUNCTION OF STATE HIGHWAY
 KV2026'113.  HERE TURN LEFT ON 113 AND GO 2.8 MILES TO THE MARK ON THE
 KV2026'RIGHT.  THE MARK IS 22 FEET NORTHEAST OF THE CENTERLINE OF THE
 KV2026'HIGHWAY AND SET IN THE SOUTHEAST END OF A CONCRETE BRIDGE, 7
 KV2026'FEET NORTHEAST OF THE HIGHWAY GUARD RAIL.  IT IS A STANDARD
 KV2026'P.D.H. MARK.
 KV2026
 KV2026                          STATION RECOVERY (1961)
 KV2026
 KV2026'RECOVERY NOTE BY AERO SERVICE CORPORATION 1961
 KV2026'RECOVERED IN GOOD CONDITION.
 KV2026
 KV2026                          STATION RECOVERY (1995)
 KV2026
 KV2026'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV2026'RECOVERED IN GOOD CONDITION.
 KV2026
 KV2026                          STATION RECOVERY (1999)
 KV2026
 KV2026'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV2026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2169 ***********************************************************************
 KV2169  DESIGNATION -  L 187
 KV2169  PID         -  KV2169
 KV2169  STATE/COUNTY-  PA/MONTGOMERY
 KV2169  USGS QUAD   -  LANSDALE (1983)
 KV2169
 KV2169                         *CURRENT SURVEY CONTROL
 KV2169  ___________________________________________________________________
 KV2169* NAD 83(1986)-  40 14 54.     (N)    075 16 52.     (W)     SCALED    
 KV2169* NAVD 88     -       107.389  (meters)     352.33   (feet)  ADJUSTED  
 KV2169  ___________________________________________________________________
 KV2169  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KV2169  DYNAMIC HT  -         107.335 (meters)     352.15  (feet)  COMP
 KV2169  MODELED GRAV-     980,123.3   (mgal)                       NAVD 88
 KV2169
 KV2169  VERT ORDER  -  SECOND    CLASS 0
 KV2169
 KV2169.The horizontal coordinates were scaled from a topographic map and have
 KV2169.an estimated accuracy of +/- 6 seconds.
 KV2169
 KV2169.The orthometric height was determined by differential leveling
 KV2169.and adjusted by the National Geodetic Survey in June 1991..
 KV2169
 KV2169.The geoid height was determined by GEOID03.
 KV2169
 KV2169.The dynamic height is computed by dividing the NAVD 88
 KV2169.geopotential number by the normal gravity value computed on the
 KV2169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2169.degrees latitude (g = 980.6199 gals.).
 KV2169
 KV2169.The modeled gravity was interpolated from observed gravity values.
 KV2169
 KV2169;                    North         East    Units  Estimated Accuracy
 KV2169;SPC PA S     -   104,530.      810,030.      MT  (+/- 180 meters Scaled)
 KV2169
 KV2169                          SUPERSEDED SURVEY CONTROL
 KV2169
 KV2169  NGVD 29 (??/??/??)  107.669  (m)          353.24   (f) ADJUSTED    2 0
 KV2169
 KV2169.Superseded values are not recommended for survey control.
 KV2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2169.See file dsdata.txt to determine how the superseded data were derived.
 KV2169
 KV2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK760553(NAD 83)
 KV2169_MARKER: DB = BENCH MARK DISK
 KV2169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2169_STAMPING: L 187 1942
 KV2169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2169+STABILITY: SURFACE MOTION
 KV2169
 KV2169  HISTORY     - Date     Condition        Report By
 KV2169  HISTORY     - 1942     MONUMENTED       CGS
 KV2169  HISTORY     - 1946     MARK NOT FOUND   LOCENG
 KV2169
 KV2169                          STATION DESCRIPTION
 KV2169
 KV2169'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2169'0.4 MI NE FROM LANSDALE.
 KV2169'0.4 MILE NORTHEAST ALONG THE READING CO. RAILROAD FROM THE
 KV2169'STATION AT LANSDALE, AT WEST SEVENTH STREET, 32.8 FEET SOUTHEAST
 KV2169'OF THE SOUTHEAST RAIL OF THE TRACK, 23 FEET NORTHEAST OF THE
 KV2169'CENTER LINE OF THE STREET, 2.5 FEET SOUTHWEST OF A
 KV2169'NORTHWEST-SOUTHEAST FENCE, AND 1 FOOT NORTHWEST OF A STANDARD
 KV2169'REFERENCE POST.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 KV2169'POST.
 KV2169
 KV2169                          STATION RECOVERY (1946)
 KV2169
 KV2169'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1946
 KV2169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2170 ***********************************************************************
 KV2170  DESIGNATION -  L 187 RESET 1946
 KV2170  PID         -  KV2170
 KV2170  STATE/COUNTY-  PA/MONTGOMERY
 KV2170  USGS QUAD   -  LANSDALE (1983)
 KV2170
 KV2170                         *CURRENT SURVEY CONTROL
 KV2170  ___________________________________________________________________
 KV2170* NAD 83(1986)-  40 14 54.     (N)    075 16 52.     (W)     SCALED    
 KV2170* NAVD 88     -       107.30   (+/-2cm)     352.0    (feet)  VERTCON   
 KV2170  ___________________________________________________________________
 KV2170  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KV2170
 KV2170  VERT ORDER  -  THIRD (See Below)
 KV2170
 KV2170.The horizontal coordinates were scaled from a topographic map and have
 KV2170.an estimated accuracy of +/- 6 seconds.
 KV2170
 KV2170.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV2170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV2170.The vertical order pertains to the NGVD 29 superseded value.
 KV2170
 KV2170.The geoid height was determined by GEOID03.
 KV2170
 KV2170;                    North         East    Units  Estimated Accuracy
 KV2170;SPC PA S     -   104,530.      810,030.      MT  (+/- 180 meters Scaled)
 KV2170
 KV2170                          SUPERSEDED SURVEY CONTROL
 KV2170
 KV2170  NGVD 29 (??/??/??)  107.58   (m)          353.0    (f) RESET       3  
 KV2170
 KV2170.Superseded values are not recommended for survey control.
 KV2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2170.See file dsdata.txt to determine how the superseded data were derived.
 KV2170
 KV2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK760553(NAD 83)
 KV2170_MARKER: DB = BENCH MARK DISK
 KV2170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2170_STAMPING: L 187 RESET 1946
 KV2170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2170+STABILITY: SURFACE MOTION
 KV2170
 KV2170  HISTORY     - Date     Condition        Report By
 KV2170  HISTORY     - 1946     MONUMENTED       LOCENG
 KV2170
 KV2170                          STATION DESCRIPTION
 KV2170
 KV2170'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1946
 KV2170'0.4 MI NE FROM LANSDALE.
 KV2170'0.4 MILE NORTHEAST ALONG THE READING CO. RAILROAD FROM THE
 KV2170'STATION AT LANSDALE, MONTGOMERY COUNTY, AT THE WEST SEVENTH
 KV2170'STREET CROSSING, 27.2 FEET SOUTHEAST OF THE CENTERLINE OF THE
 KV2170'STREET, 24.1 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 3.9 FEET
 KV2170'NORTHWEST OF A RAILROAD RAIL MONUMENT, 1.0 FOOT SOUTH OF THE
 KV2170'INSIDE LINE OF THE SIDEWALK, AND 1.7 FEET NORTH OF A WHITE
 KV2170'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED L 187 RESET 1946
 KV2170'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2144 ***********************************************************************
 KV2144  DESIGNATION -  L 188 PADH
 KV2144  PID         -  KV2144
 KV2144  STATE/COUNTY-  PA/BUCKS
 KV2144  USGS QUAD   -  DOYLESTOWN (1992)
 KV2144
 KV2144                         *CURRENT SURVEY CONTROL
 KV2144  ___________________________________________________________________
 KV2144* NAD 83(1986)-  40 15 47.     (N)    075 07 52.     (W)     SCALED    
 KV2144* NAVD 88     -        69.991  (meters)     229.63   (feet)  ADJUSTED  
 KV2144  ___________________________________________________________________
 KV2144  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 KV2144  DYNAMIC HT  -          69.957 (meters)     229.52  (feet)  COMP
 KV2144  MODELED GRAV-     980,133.6   (mgal)                       NAVD 88
 KV2144
 KV2144  VERT ORDER  -  SECOND    CLASS 0
 KV2144
 KV2144.The horizontal coordinates were scaled from a topographic map and have
 KV2144.an estimated accuracy of +/- 6 seconds.
 KV2144
 KV2144.The orthometric height was determined by differential leveling
 KV2144.and adjusted by the National Geodetic Survey in June 1991..
 KV2144
 KV2144.The geoid height was determined by GEOID03.
 KV2144
 KV2144.The dynamic height is computed by dividing the NAVD 88
 KV2144.geopotential number by the normal gravity value computed on the
 KV2144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2144.degrees latitude (g = 980.6199 gals.).
 KV2144
 KV2144.The modeled gravity was interpolated from observed gravity values.
 KV2144
 KV2144;                    North         East    Units  Estimated Accuracy
 KV2144;SPC PA S     -   106,530.      822,740.      MT  (+/- 180 meters Scaled)
 KV2144
 KV2144                          SUPERSEDED SURVEY CONTROL
 KV2144
 KV2144  NGVD 29 (??/??/??)   70.270  (m)          230.54   (f) ADJUSTED    2 0
 KV2144
 KV2144.Superseded values are not recommended for survey control.
 KV2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2144.See file dsdata.txt to determine how the superseded data were derived.
 KV2144
 KV2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK888569(NAD 83)
 KV2144_MARKER: DD = SURVEY DISK
 KV2144_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2144_SP_SET: BRIDGE
 KV2144_STAMPING: 230.793 L 188 1942
 KV2144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2144
 KV2144  HISTORY     - Date     Condition        Report By
 KV2144  HISTORY     - 1942     MONUMENTED       PADH
 KV2144  HISTORY     - 1942     GOOD             CGS
 KV2144  HISTORY     - 1961     GOOD             AEROS
 KV2144  HISTORY     - 19950901 MARK NOT FOUND   USPSQD
 KV2144  HISTORY     - 19970209 MARK NOT FOUND   USPSQD
 KV2144
 KV2144                          STATION DESCRIPTION
 KV2144
 KV2144'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2144'0.8 MI N FROM WARRINGTON.
 KV2144'0.8 MILE NORTH ALONG U.S. HIGHWAY NO. 611 FROM THE POST OFFICE
 KV2144'AT WARRINGTON, AT CONCRETE BRIDGE NO. 1/89.85, IN THE TOP OF THE
 KV2144'SOUTHWEST WING WALL, AND 21 FEET WEST OF THE CENTER LINE OF THE
 KV2144'HIGHWAY.  A P.S.H.D. BRONZE DISK, FOUND TO BE STAMPED 230.793
 KV2144'AND STAMPED L 188 1942.
 KV2144
 KV2144                          STATION RECOVERY (1961)
 KV2144
 KV2144'RECOVERY NOTE BY AERO SERVICE CORPORATION 1961
 KV2144'RECOVERED IN GOOD CONDITION.
 KV2144
 KV2144                          STATION RECOVERY (1995)
 KV2144
 KV2144'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV2144'MARK NOT FOUND.
 KV2144
 KV2144                          STATION RECOVERY (1997)
 KV2144
 KV2144'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV2144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1034 ***********************************************************************
 KV1034  DESIGNATION -  L 189
 KV1034  PID         -  KV1034
 KV1034  STATE/COUNTY-  PA/BUCKS
 KV1034  USGS QUAD   -  LANGHORNE (1993)
 KV1034
 KV1034                         *CURRENT SURVEY CONTROL
 KV1034  ___________________________________________________________________
 KV1034* NAD 83(1986)-  40 11 26.     (N)    074 55 35.     (W)     SCALED    
 KV1034* NAVD 88     -        22.309  (meters)      73.19   (feet)  ADJUSTED  
 KV1034  ___________________________________________________________________
 KV1034  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 KV1034  DYNAMIC HT  -          22.298 (meters)      73.16  (feet)  COMP
 KV1034  MODELED GRAV-     980,162.2   (mgal)                       NAVD 88
 KV1034
 KV1034  VERT ORDER  -  SECOND    CLASS 0
 KV1034
 KV1034.The horizontal coordinates were scaled from a topographic map and have
 KV1034.an estimated accuracy of +/- 6 seconds.
 KV1034
 KV1034.The orthometric height was determined by differential leveling
 KV1034.and adjusted by the National Geodetic Survey in June 1991..
 KV1034
 KV1034.The geoid height was determined by GEOID03.
 KV1034
 KV1034.The dynamic height is computed by dividing the NAVD 88
 KV1034.geopotential number by the normal gravity value computed on the
 KV1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1034.degrees latitude (g = 980.6199 gals.).
 KV1034
 KV1034.The modeled gravity was interpolated from observed gravity values.
 KV1034
 KV1034;                    North         East    Units  Estimated Accuracy
 KV1034;SPC PA S     -    99,030.      840,400.      MT  (+/- 180 meters Scaled)
 KV1034
 KV1034                          SUPERSEDED SURVEY CONTROL
 KV1034
 KV1034  NGVD 29 (??/??/??)   22.628  (m)           74.24   (f) ADJUSTED    2 0
 KV1034
 KV1034.Superseded values are not recommended for survey control.
 KV1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1034.See file dsdata.txt to determine how the superseded data were derived.
 KV1034
 KV1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWK062489(NAD 83)
 KV1034_MARKER: DB = BENCH MARK DISK
 KV1034_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1034_SP_SET: BRIDGE FLOOR
 KV1034_STAMPING: L 189 1942
 KV1034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1034
 KV1034  HISTORY     - Date     Condition        Report By
 KV1034  HISTORY     - 1942     MONUMENTED       CGS
 KV1034  HISTORY     - 1956     GOOD             CGS
 KV1034  HISTORY     - 1974     GOOD             PADT
 KV1034  HISTORY     - 1975     GOOD             BAKER
 KV1034
 KV1034                          STATION DESCRIPTION
 KV1034
 KV1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV1034'2.7 MI S FROM NEWTOWN.
 KV1034'2.7 MILES SOUTH ALONG COUNTY ROAD NO. 413 FROM THE FIRST NATIONAL
 KV1034'BANK AND TRUST COMPANY IN NEWTOWN, AT THE JUNCTION OF BRIDGETOWN
 KV1034'ROAD LEADING EAST, 0.4 MILE NORTH OF THE OVERPASS OF THE PRR, ON
 KV1034'TOP OF THE SOUTHEAST CORNER OF BRIDGE FLOOR OF A SMALL BRIDGE
 KV1034'OVER A CREEK, 23 FEET NORTH OF THE CENTER LINE OF BRIDGETOWN
 KV1034'ROAD, 20.4 FEET EAST OF THE CENTER LINE OF COUNTY ROAD 413, 2
 KV1034'FEET NORTH OF THE SOUTH END OF THE BRIDGE AND LEVEL WITH THE ROADS.
 KV1034
 KV1034                          STATION RECOVERY (1974)
 KV1034
 KV1034'RECOVERY NOTE BY PA DEPT OF TRANSP 1974
 KV1034'RECOVERED IN GOOD CONDITION.
 KV1034
 KV1034                          STATION RECOVERY (1975)
 KV1034
 KV1034'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975
 KV1034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0181 ***********************************************************************
 MA0181  DESIGNATION -  L 19
 MA0181  PID         -  MA0181
 MA0181  STATE/COUNTY-  PA/CAMERON
 MA0181  USGS QUAD   -  DRIFTWOOD (1988)
 MA0181
 MA0181                         *CURRENT SURVEY CONTROL
 MA0181  ___________________________________________________________________
 MA0181* NAD 83(1986)-  41 21 00.     (N)    078 13 20.     (W)     SCALED    
 MA0181* NAVD 88     -       272.422  (meters)     893.77   (feet)  ADJUSTED  
 MA0181  ___________________________________________________________________
 MA0181  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 MA0181  DYNAMIC HT  -         272.305 (meters)     893.39  (feet)  COMP
 MA0181  MODELED GRAV-     980,185.8   (mgal)                       NAVD 88
 MA0181
 MA0181  VERT ORDER  -  SECOND    CLASS 0
 MA0181
 MA0181.The horizontal coordinates were scaled from a topographic map and have
 MA0181.an estimated accuracy of +/- 6 seconds.
 MA0181
 MA0181.The orthometric height was determined by differential leveling
 MA0181.and adjusted by the National Geodetic Survey in June 1991..
 MA0181
 MA0181.The geoid height was determined by GEOID03.
 MA0181
 MA0181.The dynamic height is computed by dividing the NAVD 88
 MA0181.geopotential number by the normal gravity value computed on the
 MA0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0181.degrees latitude (g = 980.6199 gals.).
 MA0181
 MA0181.The modeled gravity was interpolated from observed gravity values.
 MA0181
 MA0181;                    North         East    Units  Estimated Accuracy
 MA0181;SPC PA N     -   131,520.      560,480.      MT  (+/- 180 meters Scaled)
 MA0181
 MA0181                          SUPERSEDED SURVEY CONTROL
 MA0181
 MA0181  NGVD 29 (??/??/92)  272.592  (m)          894.33   (f) ADJ UNCH    2 0
 MA0181
 MA0181.Superseded values are not recommended for survey control.
 MA0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0181.See file dsdata.txt to determine how the superseded data were derived.
 MA0181
 MA0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF323813(NAD 83)
 MA0181_MARKER: DB = BENCH MARK DISK
 MA0181_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0181_SP_SET: ABUTMENT
 MA0181_STAMPING: L 19 1934
 MA0181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0181
 MA0181  HISTORY     - Date     Condition        Report By
 MA0181  HISTORY     - 1934     MONUMENTED       PRR
 MA0181  HISTORY     - 1934     GOOD             NGS
 MA0181
 MA0181                          STATION DESCRIPTION
 MA0181
 MA0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MA0181'6.2 MI W FROM DRIFTWOOD.
 MA0181'ABOUT 6.2 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM
 MA0181'DRIFTWOOD, CAMERON COUNTY, AT MILLER, ABOUT 2,000 FEET WEST
 MA0181'OF MILEPOST 6, AT BRIDGE 103.64, IN THE TOP OF THE NORTH END OF
 MA0181'THE WEST STONE ABUTMENT, 15 FEET NORTH OF THE CENTER LINE
 MA0181'OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.  A
 MA0181'STANDARD DISK, STAMPED L 19 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2735 ***********************************************************************
 KV2735  DESIGNATION -  L 190 PADH
 KV2735  PID         -  KV2735
 KV2735  STATE/COUNTY-  PA/LEHIGH
 KV2735  USGS QUAD   -  SLATEDALE (1980)
 KV2735
 KV2735                         *CURRENT SURVEY CONTROL
 KV2735  ___________________________________________________________________
 KV2735* NAD 83(1986)-  40 40 50.     (N)    075 41 39.     (W)     SCALED    
 KV2735* NAVD 88     -       172.209  (meters)     564.99   (feet)  ADJUSTED  
 KV2735  ___________________________________________________________________
 KV2735  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KV2735  DYNAMIC HT  -         172.124 (meters)     564.71  (feet)  COMP
 KV2735  MODELED GRAV-     980,127.6   (mgal)                       NAVD 88
 KV2735
 KV2735  VERT ORDER  -  SECOND    CLASS 0
 KV2735
 KV2735.The horizontal coordinates were scaled from a topographic map and have
 KV2735.an estimated accuracy of +/- 6 seconds.
 KV2735
 KV2735.The orthometric height was determined by differential leveling
 KV2735.and adjusted by the National Geodetic Survey in June 1991..
 KV2735
 KV2735.The geoid height was determined by GEOID03.
 KV2735
 KV2735.The dynamic height is computed by dividing the NAVD 88
 KV2735.geopotential number by the normal gravity value computed on the
 KV2735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2735.degrees latitude (g = 980.6199 gals.).
 KV2735
 KV2735.The modeled gravity was interpolated from observed gravity values.
 KV2735
 KV2735;                    North         East    Units  Estimated Accuracy
 KV2735;SPC PA S     -   151,610.      773,780.      MT  (+/- 180 meters Scaled)
 KV2735
 KV2735                          SUPERSEDED SURVEY CONTROL
 KV2735
 KV2735  NGVD 29 (??/??/??)  172.413  (m)          565.66   (f) ADJUSTED    2 0
 KV2735
 KV2735.Superseded values are not recommended for survey control.
 KV2735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2735.See file dsdata.txt to determine how the superseded data were derived.
 KV2735
 KV2735_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL413035(NAD 83)
 KV2735_MARKER: DD = SURVEY DISK
 KV2735_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2735_SP_SET: ABUTMENT
 KV2735_STAMPING: L 190 1942
 KV2735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2735
 KV2735  HISTORY     - Date     Condition        Report By
 KV2735  HISTORY     - 1942     MONUMENTED       PADH
 KV2735  HISTORY     - 1942     GOOD             CGS
 KV2735  HISTORY     - 19961110 GOOD             USPSQD
 KV2735
 KV2735                          STATION DESCRIPTION
 KV2735
 KV2735'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2735'0.3 MI W FROM JORDAN.
 KV2735'0.3 MILE WEST ALONG STATE HIGHWAY NO. 100 FROM THE POST OFFICE AT
 KV2735'JORDAN, ABOUT 200 FEET SOUTH OF THE INTERSECTION OF HIGHWAYS
 KV2735'NO. 29 AND 100, SET IN THE EAST CORNER OF THE SOUTH ABUTMENT OF THE
 KV2735'CONCRETE BRIDGE, 13.6 FEET EAST OF THE CENTER-LINE OF THE HIGHWAY.
 KV2735'A PENNSYLVANIA DEPARTMENT OF HIGHWAYS BRONZE DISK.  STAMPED BY
 KV2735'THE U.S.C. AND G.S.
 KV2735
 KV2735                          STATION RECOVERY (1996)
 KV2735
 KV2735'RECOVERY NOTE BY US POWER SQUADRON 1996
 KV2735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2681 ***********************************************************************
 KV2681  DESIGNATION -  L 191 PADH
 KV2681  PID         -  KV2681
 KV2681  STATE/COUNTY-  PA/BERKS
 KV2681  USGS QUAD   -  KUTZTOWN (1974)
 KV2681
 KV2681                         *CURRENT SURVEY CONTROL
 KV2681  ___________________________________________________________________
 KV2681* NAD 83(1986)-  40 33 23.     (N)    075 48 25.     (W)     SCALED    
 KV2681* NAVD 88     -       144.469  (meters)     473.98   (feet)  ADJUSTED  
 KV2681  ___________________________________________________________________
 KV2681  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 KV2681  DYNAMIC HT  -         144.395 (meters)     473.74  (feet)  COMP
 KV2681  MODELED GRAV-     980,110.7   (mgal)                       NAVD 88
 KV2681
 KV2681  VERT ORDER  -  SECOND    CLASS 0
 KV2681
 KV2681.The horizontal coordinates were scaled from a topographic map and have
 KV2681.an estimated accuracy of +/- 6 seconds.
 KV2681
 KV2681.The orthometric height was determined by differential leveling
 KV2681.and adjusted by the National Geodetic Survey in June 1991..
 KV2681
 KV2681.The geoid height was determined by GEOID03.
 KV2681
 KV2681.The dynamic height is computed by dividing the NAVD 88
 KV2681.geopotential number by the normal gravity value computed on the
 KV2681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2681.degrees latitude (g = 980.6199 gals.).
 KV2681
 KV2681.The modeled gravity was interpolated from observed gravity values.
 KV2681
 KV2681;                    North         East    Units  Estimated Accuracy
 KV2681;SPC PA S     -   137,610.      764,550.      MT  (+/- 180 meters Scaled)
 KV2681
 KV2681                          SUPERSEDED SURVEY CONTROL
 KV2681
 KV2681  NGVD 29 (??/??/??)  144.677  (m)          474.66   (f) ADJUSTED    2 0
 KV2681
 KV2681.Superseded values are not recommended for survey control.
 KV2681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2681.See file dsdata.txt to determine how the superseded data were derived.
 KV2681
 KV2681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK316898(NAD 83)
 KV2681_MARKER: DD = SURVEY DISK
 KV2681_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2681_SP_SET: BRIDGE ABUTMENT
 KV2681_STAMPING: L-191 1942
 KV2681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2681+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2006
 KV2681
 KV2681  HISTORY     - Date     Condition        Report By
 KV2681  HISTORY     - 1942     MONUMENTED       PADH
 KV2681  HISTORY     - 1942     GOOD             CGS
 KV2681  HISTORY     - 1987     GOOD             USPSQD
 KV2681  HISTORY     - 19991114 GOOD             USPSQD
 KV2681  HISTORY     - 20060729 GOOD             GEOCAC
 KV2681
 KV2681                          STATION DESCRIPTION
 KV2681
 KV2681'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KV2681'1.9 MI S FROM KRUMSVILLE.
 KV2681'1.9 MILES SOUTH ALONG THE COUNTY ROAD FROM THE HOTEL AT KRUMSVILLE,
 KV2681'0.1 MILE SOUTHEAST OF THE ROAD FORKS, ABOUT 175 FEET SOUTHWEST OF
 KV2681'A LARGE 2-STORY FARM HOUSE, IN THE NORTHEAST CORNER OF THE
 KV2681'SOUTHWEST ABUTMENT OF BRIDGE, 13.5 FEET NORTHEAST OF THE CENTER-LINE
 KV2681'OF THE ROAD.  A PENNSYLVANIA DEPARTMENT OF HIGHWAYS BRONZE DISK.
 KV2681'STAMPED BY THE U.S.C. AND G.S.
 KV2681
 KV2681                          STATION RECOVERY (1987)
 KV2681
 KV2681'RECOVERY NOTE BY US POWER SQUADRON 1987 (MWD)
 KV2681'RECOVERED IN GOOD CONDITION.
 KV2681
 KV2681                          STATION RECOVERY (1999)
 KV2681
 KV2681'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV2681'RECOVERED IN GOOD CONDITION.
 KV2681
 KV2681                          STATION RECOVERY (2006)
 KV2681
 KV2681'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KV2681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0820 ***********************************************************************
 KX0820  DESIGNATION -  L 19.22
 KX0820  PID         -  KX0820
 KX0820  STATE/COUNTY-  PA/INDIANA
 KX0820  USGS QUAD   -  CLYMER (1981)
 KX0820
 KX0820                         *CURRENT SURVEY CONTROL
 KX0820  ___________________________________________________________________
 KX0820* NAD 83(1986)-  40 44 49.     (N)    079 05 30.     (W)     SCALED    
 KX0820* NAVD 88     -       369.67   (+/-2cm)    1212.8    (feet)  VERTCON   
 KX0820  ___________________________________________________________________
 KX0820  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KX0820
 KX0820  VERT ORDER  -  ? (See Below)
 KX0820
 KX0820.The horizontal coordinates were scaled from a topographic map and have
 KX0820.an estimated accuracy of +/- 6 seconds.
 KX0820
 KX0820.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0820.The vertical order pertains to the NGVD 29 superseded value.
 KX0820
 KX0820.The geoid height was determined by GEOID03.
 KX0820
 KX0820;                    North         East    Units  Estimated Accuracy
 KX0820;SPC PA S     -   157,820.      486,700.      MT  (+/- 180 meters Scaled)
 KX0820
 KX0820                          SUPERSEDED SURVEY CONTROL
 KX0820
 KX0820  NGVD 29 (??/??/92)  369.849  (m)         1213.41   (f) ADJ UNCH    ?  
 KX0820
 KX0820.Superseded values are not recommended for survey control.
 KX0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0820.See file dsdata.txt to determine how the superseded data were derived.
 KX0820
 KX0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF611124(NAD 83)
 KX0820_MARKER: Z = SEE DESCRIPTION
 KX0820_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0820_SP_SET: BRIDGE
 KX0820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0820
 KX0820  HISTORY     - Date     Condition        Report By
 KX0820  HISTORY     - 1917     MONUMENTED       BORR
 KX0820
 KX0820                          STATION DESCRIPTION
 KX0820
 KX0820'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1917
 KX0820'AT GAIBLETON.
 KX0820'AT GAIBLETON ON BRIDGE L-19.22, ON BACK WALL OF NORTH ABUTMENT
 KX0820'ON LEFT SIDE OF TRACKS 1015+11.0.  A B.R. AND P. RY. STANDARD PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1976 ***********************************************************************
 JV1976  DESIGNATION -  L 193
 JV1976  PID         -  JV1976
 JV1976  STATE/COUNTY-  PA/ADAMS
 JV1976  USGS QUAD   -  FAIRFIELD (1994)
 JV1976
 JV1976                         *CURRENT SURVEY CONTROL
 JV1976  ___________________________________________________________________
 JV1976* NAD 83(1986)-  39 45 12.     (N)    077 16 52.     (W)     SCALED    
 JV1976* NAVD 88     -       151.673  (meters)     497.61   (feet)  ADJUSTED  
 JV1976  ___________________________________________________________________
 JV1976  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 JV1976  DYNAMIC HT  -         151.592 (meters)     497.35  (feet)  COMP
 JV1976  MODELED GRAV-     980,087.3   (mgal)                       NAVD 88
 JV1976
 JV1976  VERT ORDER  -  SECOND    CLASS 0
 JV1976
 JV1976.The horizontal coordinates were scaled from a topographic map and have
 JV1976.an estimated accuracy of +/- 6 seconds.
 JV1976
 JV1976.The orthometric height was determined by differential leveling
 JV1976.and adjusted by the National Geodetic Survey in June 1991..
 JV1976
 JV1976.The geoid height was determined by GEOID03.
 JV1976
 JV1976.The dynamic height is computed by dividing the NAVD 88
 JV1976.geopotential number by the normal gravity value computed on the
 JV1976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1976.degrees latitude (g = 980.6199 gals.).
 JV1976
 JV1976.The modeled gravity was interpolated from observed gravity values.
 JV1976
 JV1976;                    North         East    Units  Estimated Accuracy
 JV1976;SPC PA S     -    46,740.      640,190.      MT  (+/- 180 meters Scaled)
 JV1976
 JV1976                          SUPERSEDED SURVEY CONTROL
 JV1976
 JV1976  NGVD 29 (??/??/??)  151.866  (m)          498.25   (f) ADJUSTED    2 0
 JV1976
 JV1976.Superseded values are not recommended for survey control.
 JV1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1976.See file dsdata.txt to determine how the superseded data were derived.
 JV1976
 JV1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK045028(NAD 83)
 JV1976_MARKER: DB = BENCH MARK DISK
 JV1976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1976_STAMPING: L 193 1942
 JV1976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1976+STABILITY: SURFACE MOTION
 JV1976
 JV1976  HISTORY     - Date     Condition        Report By
 JV1976  HISTORY     - 1942     MONUMENTED       CGS
 JV1976  HISTORY     - 19900424 MARK NOT FOUND   USGS
 JV1976
 JV1976                          STATION DESCRIPTION
 JV1976
 JV1976'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1976'4.1 MI NE FROM EMMITSBURG.
 JV1976'IN ADAMS COUNTY, PENNSYLVANIA, 4.1 MILES NORTHEAST ALONG U.S.
 JV1976'HIGHWAY 15 FROM THE POST OFFICE AT EMMITSBURG, FREDERICK COUNTY,
 JV1976'MARYLAND, 29.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 JV1976'TWO-STORY YELLOW HOUSE, 42.6 FEET SOUTHWEST OF A POLE, AND 35.6
 JV1976'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 JV1976'DISK, STAMPED L 193 1942 AND SET IN THE TOP OF A CONCRETE POST.
 JV1976
 JV1976                          STATION RECOVERY (1990)
 JV1976
 JV1976'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (GDS)
 JV1976'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1638 ***********************************************************************
 JV1638  DESIGNATION -  L 194
 JV1638  PID         -  JV1638
 JV1638  STATE/COUNTY-  PA/YORK
 JV1638  USGS QUAD   -  SEVEN VALLEYS (1981)
 JV1638
 JV1638                         *CURRENT SURVEY CONTROL
 JV1638  ___________________________________________________________________
 JV1638* NAD 83(1986)-  39 47 29.     (N)    076 51 17.     (W)     SCALED    
 JV1638* NAVD 88     -       176.740  (meters)     579.85   (feet)  ADJUSTED  
 JV1638  ___________________________________________________________________
 JV1638  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 JV1638  DYNAMIC HT  -         176.650 (meters)     579.56  (feet)  COMP
 JV1638  MODELED GRAV-     980,109.5   (mgal)                       NAVD 88
 JV1638
 JV1638  VERT ORDER  -  SECOND    CLASS 0
 JV1638
 JV1638.The horizontal coordinates were scaled from a topographic map and have
 JV1638.an estimated accuracy of +/- 6 seconds.
 JV1638
 JV1638.The orthometric height was determined by differential leveling
 JV1638.and adjusted by the National Geodetic Survey in June 1991..
 JV1638
 JV1638.The geoid height was determined by GEOID03.
 JV1638
 JV1638.The dynamic height is computed by dividing the NAVD 88
 JV1638.geopotential number by the normal gravity value computed on the
 JV1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1638.degrees latitude (g = 980.6199 gals.).
 JV1638
 JV1638.The modeled gravity was interpolated from observed gravity values.
 JV1638
 JV1638;                    North         East    Units  Estimated Accuracy
 JV1638;SPC PA S     -    51,250.      676,680.      MT  (+/- 180 meters Scaled)
 JV1638
 JV1638                          SUPERSEDED SURVEY CONTROL
 JV1638
 JV1638  NGVD 29 (??/??/??)  176.963  (m)          580.59   (f) ADJUSTED    2 0
 JV1638
 JV1638.Superseded values are not recommended for survey control.
 JV1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1638.See file dsdata.txt to determine how the superseded data were derived.
 JV1638
 JV1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK411062(NAD 83)
 JV1638_MARKER: DB = BENCH MARK DISK
 JV1638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JV1638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JV1638_STAMPING: L 194 1942
 JV1638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JV1638+STABILITY: SURFACE MOTION
 JV1638
 JV1638  HISTORY     - Date     Condition        Report By
 JV1638  HISTORY     - 1942     MONUMENTED       CGS
 JV1638
 JV1638                          STATION DESCRIPTION
 JV1638
 JV1638'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JV1638'2 MI NW FROM BRODBECK.
 JV1638'2.0 MILES NORTHWEST ALONG THE WESTERN MARYLAND RAILWAY FROM THE
 JV1638'STATION AT BRODBECK, YORK COUNTY, 139 FEET NORTHEAST OF THE
 JV1638'NORTHEAST END OF A BRIDGE, 61 FEET SOUTHEAST OF A
 JV1638'POWER-TRANSMISSION LINE POLE, AT A DIRT-ROAD CROSSING, 38.5 FEET
 JV1638'NORTHEAST OF THE CENTER LINE OF THE TRACK, 29 FEET SOUTHEAST OF
 JV1638'THE CENTER LINE OF THE DIRT ROAD, AND NEAR A WHITE WOODEN WITNESS
 JV1638'POST.  A STANDARD DISK, STAMPED L 194 1942 AND SET IN THE TOP
 JV1638'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1088 ***********************************************************************
 KX1088  DESIGNATION -  L 195
 KX1088  PID         -  KX1088
 KX1088  STATE/COUNTY-  PA/WESTMORELAND
 KX1088  USGS QUAD   -  LIGONIER (1977)
 KX1088
 KX1088                         *CURRENT SURVEY CONTROL
 KX1088  ___________________________________________________________________
 KX1088* NAD 83(1986)-  40 14 27.     (N)    079 14 25.     (W)     SCALED    
 KX1088* NAVD 88     -       352.434  (meters)    1156.28   (feet)  ADJUSTED  
 KX1088  ___________________________________________________________________
 KX1088  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KX1088  DYNAMIC HT  -         352.243 (meters)    1155.65  (feet)  COMP
 KX1088  MODELED GRAV-     980,073.3   (mgal)                       NAVD 88
 KX1088
 KX1088  VERT ORDER  -  SECOND    CLASS 0
 KX1088
 KX1088.The horizontal coordinates were scaled from a topographic map and have
 KX1088.an estimated accuracy of +/- 6 seconds.
 KX1088
 KX1088.The orthometric height was determined by differential leveling
 KX1088.and adjusted by the National Geodetic Survey in June 1991..
 KX1088
 KX1088.The geoid height was determined by GEOID03.
 KX1088
 KX1088.The dynamic height is computed by dividing the NAVD 88
 KX1088.geopotential number by the normal gravity value computed on the
 KX1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1088.degrees latitude (g = 980.6199 gals.).
 KX1088
 KX1088.The modeled gravity was interpolated from observed gravity values.
 KX1088
 KX1088;                    North         East    Units  Estimated Accuracy
 KX1088;SPC PA S     -   101,830.      473,200.      MT  (+/- 180 meters Scaled)
 KX1088
 KX1088                          SUPERSEDED SURVEY CONTROL
 KX1088
 KX1088  NGVD 29 (??/??/92)  352.615  (m)         1156.87   (f) ADJ UNCH    2 0
 KX1088
 KX1088.Superseded values are not recommended for survey control.
 KX1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1088.See file dsdata.txt to determine how the superseded data were derived.
 KX1088
 KX1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE496559(NAD 83)
 KX1088_MARKER: DB = BENCH MARK DISK
 KX1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1088_STAMPING: L 195 1943
 KX1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1088+STABILITY: SURFACE MOTION
 KX1088
 KX1088  HISTORY     - Date     Condition        Report By
 KX1088  HISTORY     - 1943     MONUMENTED       CGS
 KX1088  HISTORY     - 1954     GOOD             NGS
 KX1088
 KX1088                          STATION DESCRIPTION
 KX1088
 KX1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KX1088'AT LIGONIER.
 KX1088'AT LIGONIER, ABOUT 0.2 MILE SOUTHWEST ALONG MARKET STREET
 KX1088'(STATE HIGHWAY 711) FROM THE SQUARE, IN THE TOP OF THE SOUTH
 KX1088'CORNER OF LARGE CONCRETE POST AT SOUTHWEST END OF NORTHWEST
 KX1088'BRIDGE RAILING OF HIGHWAY BRIDGE OVER LOYALHANNA CREEK, 17 1/2
 KX1088'FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 13 FEET NORTHEAST OF
 KX1088'EXTREME SOUTHWEST END OF RAILING AND ABOUT 5 FEET ABOVE LEVEL
 KX1088'OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1121 ***********************************************************************
 KX1121  DESIGNATION -  L 196
 KX1121  PID         -  KX1121
 KX1121  STATE/COUNTY-  PA/FAYETTE
 KX1121  USGS QUAD   -  DONEGAL (1993)
 KX1121
 KX1121                         *CURRENT SURVEY CONTROL
 KX1121  ___________________________________________________________________
 KX1121* NAD 83(1986)-  40 01 26.     (N)    079 23 52.     (W)     SCALED    
 KX1121* NAVD 88     -       422.579  (meters)    1386.41   (feet)  ADJUSTED  
 KX1121  ___________________________________________________________________
 KX1121  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KX1121  DYNAMIC HT  -         422.327 (meters)    1385.58  (feet)  COMP
 KX1121  MODELED GRAV-     980,018.4   (mgal)                       NAVD 88
 KX1121
 KX1121  VERT ORDER  -  SECOND    CLASS 0
 KX1121
 KX1121.The horizontal coordinates were scaled from a topographic map and have
 KX1121.an estimated accuracy of +/- 6 seconds.
 KX1121
 KX1121.The orthometric height was determined by differential leveling
 KX1121.and adjusted by the National Geodetic Survey in June 1991..
 KX1121
 KX1121.The geoid height was determined by GEOID03.
 KX1121
 KX1121.The dynamic height is computed by dividing the NAVD 88
 KX1121.geopotential number by the normal gravity value computed on the
 KX1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1121.degrees latitude (g = 980.6199 gals.).
 KX1121
 KX1121.The modeled gravity was interpolated from observed gravity values.
 KX1121
 KX1121;                    North         East    Units  Estimated Accuracy
 KX1121;SPC PA S     -    77,990.      459,350.      MT  (+/- 180 meters Scaled)
 KX1121
 KX1121                          SUPERSEDED SURVEY CONTROL
 KX1121
 KX1121  NGVD 29 (??/??/92)  422.728  (m)         1386.90   (f) ADJ UNCH    2 0
 KX1121
 KX1121.Superseded values are not recommended for survey control.
 KX1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1121.See file dsdata.txt to determine how the superseded data were derived.
 KX1121
 KX1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE367316(NAD 83)
 KX1121_MARKER: DB = BENCH MARK DISK
 KX1121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1121_SP_SET: CULVERT
 KX1121_STAMPING: L 196 1943
 KX1121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1121
 KX1121  HISTORY     - Date     Condition        Report By
 KX1121  HISTORY     - 1943     MONUMENTED       CGS
 KX1121  HISTORY     - 1954     GOOD             NGS
 KX1121
 KX1121                          STATION DESCRIPTION
 KX1121
 KX1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KX1121'3.4 MI NE FROM NORMALVILLE.
 KX1121'3.45 MILES NORTHEAST ALONG STATE HIGHWAY 381 - 711 FROM THEIR
 KX1121'JUNCTION AT NORMALVILLE, AT INDIAN HEAD, ABOUT 95 YARDS SOUTHWEST
 KX1121'OF JUNCTION OF A PAVED ROAD LEADING EAST, IN THE TOP OF THE
 KX1121'SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD WALL OF A 15-INCH
 KX1121'PIPE CULVERT, 21 FEET NORTHWEST OF CENTER LINE OF HIGHWAY AND
 KX1121'ABOUT 1/2 FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1915 ***********************************************************************
 KV1915  DESIGNATION -  L 197
 KV1915  PID         -  KV1915
 KV1915  STATE/COUNTY-  PA/MONTGOMERY
 KV1915  USGS QUAD   -  FRANKFORD (1997)
 KV1915
 KV1915                         *CURRENT SURVEY CONTROL
 KV1915  ___________________________________________________________________
 KV1915* NAD 83(1986)-  40 07 29.     (N)    075 03 47.     (W)     SCALED    
 KV1915* NAVD 88     -        59.038  (meters)     193.69   (feet)  ADJUSTED  
 KV1915  ___________________________________________________________________
 KV1915  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KV1915  DYNAMIC HT  -          59.010 (meters)     193.60  (feet)  COMP
 KV1915  MODELED GRAV-     980,159.2   (mgal)                       NAVD 88
 KV1915
 KV1915  VERT ORDER  -  SECOND    CLASS 0
 KV1915
 KV1915.The horizontal coordinates were scaled from a topographic map and have
 KV1915.an estimated accuracy of +/- 6 seconds.
 KV1915
 KV1915.The orthometric height was determined by differential leveling
 KV1915.and adjusted by the National Geodetic Survey in June 1991..
 KV1915
 KV1915.The geoid height was determined by GEOID03.
 KV1915
 KV1915.The dynamic height is computed by dividing the NAVD 88
 KV1915.geopotential number by the normal gravity value computed on the
 KV1915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1915.degrees latitude (g = 980.6199 gals.).
 KV1915
 KV1915.The modeled gravity was interpolated from observed gravity values.
 KV1915
 KV1915;                    North         East    Units  Estimated Accuracy
 KV1915;SPC PA S     -    91,360.      828,990.      MT  (+/- 180 meters Scaled)
 KV1915
 KV1915                          SUPERSEDED SURVEY CONTROL
 KV1915
 KV1915  NGVD 29 (??/??/??)   59.343  (m)          194.69   (f) ADJUSTED    2 0
 KV1915
 KV1915.Superseded values are not recommended for survey control.
 KV1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1915.See file dsdata.txt to determine how the superseded data were derived.
 KV1915
 KV1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK946416(NAD 83)
 KV1915_MARKER: DB = BENCH MARK DISK
 KV1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1915_STAMPING: L-197 1946
 KV1915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1915+STABILITY: SURFACE MOTION
 KV1915
 KV1915  HISTORY     - Date     Condition        Report By
 KV1915  HISTORY     - 1946     MONUMENTED       CGS
 KV1915  HISTORY     - 1962     GOOD             CGS
 KV1915  HISTORY     - 20051119 POOR             USPSQD
 KV1915
 KV1915                          STATION DESCRIPTION
 KV1915
 KV1915'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 KV1915'AT HUNTINGDON VALLEY.
 KV1915'AT HUNTINGDON VALLEY, MONTGOMERY COUNTY, 11.0 FEET NORTH OF
 KV1915'THE NORTHEAST CORNER OF THE HUNTINGDON VALLEY TRUST COMPANY
 KV1915'BUILDING, 48.4 FEET WEST OF STATE ROAD 232, 22.4 FEET SOUTHWEST
 KV1915'OF FETTERMILL ROAD, SET FLUSH WITH THE GROUND IN THE TOP OF A
 KV1915'CONCRETE MONUMENT.
 KV1915
 KV1915                          STATION RECOVERY (2005)
 KV1915
 KV1915'RECOVERY NOTE BY US POWER SQUADRON 2005 (DRP)
 KV1915'NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0180 ***********************************************************************
 KY0180  DESIGNATION -  L 198
 KY0180  PID         -  KY0180
 KY0180  STATE/COUNTY-  PA/LAWRENCE
 KY0180  USGS QUAD   -  NEW CASTLE SOUTH (1990)
 KY0180
 KY0180                         *CURRENT SURVEY CONTROL
 KY0180  ___________________________________________________________________
 KY0180* NAD 83(1986)-  40 55 21.     (N)    080 21 51.     (W)     SCALED    
 KY0180* NAVD 88     -       244.706  (meters)     802.84   (feet)  ADJUSTED  
 KY0180  ___________________________________________________________________
 KY0180  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KY0180  DYNAMIC HT  -         244.585 (meters)     802.44  (feet)  COMP
 KY0180  MODELED GRAV-     980,124.9   (mgal)                       NAVD 88
 KY0180
 KY0180  VERT ORDER  -  FIRST     CLASS II
 KY0180
 KY0180.The horizontal coordinates were scaled from a topographic map and have
 KY0180.an estimated accuracy of +/- 6 seconds.
 KY0180
 KY0180.The orthometric height was determined by differential leveling
 KY0180.and adjusted by the National Geodetic Survey in June 1991..
 KY0180
 KY0180.The geoid height was determined by GEOID03.
 KY0180
 KY0180.The dynamic height is computed by dividing the NAVD 88
 KY0180.geopotential number by the normal gravity value computed on the
 KY0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0180.degrees latitude (g = 980.6199 gals.).
 KY0180
 KY0180.The modeled gravity was interpolated from observed gravity values.
 KY0180
 KY0180;                    North         East    Units  Estimated Accuracy
 KY0180;SPC PA S     -   179,720.      379,830.      MT  (+/- 180 meters Scaled)
 KY0180
 KY0180                          SUPERSEDED SURVEY CONTROL
 KY0180
 KY0180  NGVD 29 (??/??/92)  244.847  (m)          803.30   (f) ADJ UNCH    1 2
 KY0180
 KY0180.Superseded values are not recommended for survey control.
 KY0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0180.See file dsdata.txt to determine how the superseded data were derived.
 KY0180
 KY0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF535303(NAD 83)
 KY0180_MARKER: DB = BENCH MARK DISK
 KY0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0180_STAMPING: L 198 1950
 KY0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0180+STABILITY: SURFACE MOTION
 KY0180
 KY0180  HISTORY     - Date     Condition        Report By
 KY0180  HISTORY     - 1950     MONUMENTED       CGS
 KY0180
 KY0180                          STATION DESCRIPTION
 KY0180
 KY0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KY0180'0.4 MI S FROM WEST PITTSBURG.
 KY0180'ABOUT 0.4 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 KY0180'THE OVERPASS AT WEST PITTSBURG, ON TOP OF A SMALL HILL, AT
 KY0180'MILE-POST 54-22.  IT IS 41 FEET EAST OF THE EAST RAIL, 37.5 FEET
 KY0180'WEST OF THE CENTERLINE OF A ROAD RUNNING PARALLEL WITH THE TRACK,
 KY0180'3 FEET WEST-NORTHWEST OF MILE-POST 54-22, 2.5 FEET EAST OF A
 KY0180'WHITE WITNESS POST AND 6 FEET ABOVE THE LEVEL OF THE TRACK.  A
 KY0180'STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 KY0180'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0055 ***********************************************************************
 KY0055  DESIGNATION -  L 199
 KY0055  PID         -  KY0055
 KY0055  STATE/COUNTY-  PA/BEAVER
 KY0055  USGS QUAD   -  BEAVER (1979)
 KY0055
 KY0055                         *CURRENT SURVEY CONTROL
 KY0055  ___________________________________________________________________
 KY0055* NAD 83(1986)-  40 44 12.     (N)    080 19 38.     (W)     SCALED    
 KY0055* NAVD 88     -       318.179  (meters)    1043.89   (feet)  ADJUSTED  
 KY0055  ___________________________________________________________________
 KY0055  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 KY0055  DYNAMIC HT  -         318.019 (meters)    1043.37  (feet)  COMP
 KY0055  MODELED GRAV-     980,115.0   (mgal)                       NAVD 88
 KY0055
 KY0055  VERT ORDER  -  FIRST     CLASS I
 KY0055
 KY0055.The horizontal coordinates were scaled from a topographic map and have
 KY0055.an estimated accuracy of +/- 6 seconds.
 KY0055
 KY0055.The orthometric height was determined by differential leveling
 KY0055.and adjusted by the National Geodetic Survey in June 1991..
 KY0055
 KY0055.The geoid height was determined by GEOID03.
 KY0055
 KY0055.The dynamic height is computed by dividing the NAVD 88
 KY0055.geopotential number by the normal gravity value computed on the
 KY0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0055.degrees latitude (g = 980.6199 gals.).
 KY0055
 KY0055.The modeled gravity was interpolated from observed gravity values.
 KY0055
 KY0055;                    North         East    Units  Estimated Accuracy
 KY0055;SPC PA S     -   159,000.      382,340.      MT  (+/- 180 meters Scaled)
 KY0055
 KY0055                          SUPERSEDED SURVEY CONTROL
 KY0055
 KY0055  NGVD 29 (??/??/92)  318.297  (m)         1044.28   (f) ADJ UNCH    1 1
 KY0055
 KY0055.Superseded values are not recommended for survey control.
 KY0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0055.See file dsdata.txt to determine how the superseded data were derived.
 KY0055
 KY0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF568097(NAD 83)
 KY0055_MARKER: DB = BENCH MARK DISK
 KY0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0055_STAMPING: L 199 1950
 KY0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0055+STABILITY: SURFACE MOTION
 KY0055
 KY0055  HISTORY     - Date     Condition        Report By
 KY0055  HISTORY     - 1950     MONUMENTED       CGS
 KY0055  HISTORY     - 1966     GOOD             NGS
 KY0055
 KY0055                          STATION DESCRIPTION
 KY0055
 KY0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KY0055'AT PATTERSON HEIGHTS.
 KY0055'AT PATTERSON HEIGHTS, ALONG SIXTH AVENUE, 44 YARDS NORTH OF THE
 KY0055'JUNCTION OF 8TH STREET, 48 FEET SOUTH OF THE EXTENDED CENTER
 KY0055'LINE OF A CONCRETE DRIVE LEADING WEST TO HOUSE 734, 17 FEET
 KY0055'EAST OF THE CENTER LINE OF THE AVENUE, 16.7 FEET SOUTHWEST OF THE
 KY0055'SOUTHWEST CORNER OF METAL FENCE AROUND A SWIMMING POOL, 4 FEET
 KY0055'SOUTHEAST OF POWER POLE 243-13, ABOUT 1 FOOT BELOW THE LEVEL OF
 KY0055'THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KY0055'0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0221 ***********************************************************************
 MA0221  DESIGNATION -  L 20
 MA0221  PID         -  MA0221
 MA0221  STATE/COUNTY-  PA/CLEARFIELD
 MA0221  USGS QUAD   -  KARTHAUS (1981)
 MA0221
 MA0221                         *CURRENT SURVEY CONTROL
 MA0221  ___________________________________________________________________
 MA0221* NAD 83(1986)-  41 06 56.     (N)    078 06 44.     (W)     SCALED    
 MA0221* NAVD 88     -       260.319  (meters)     854.06   (feet)  ADJUSTED  
 MA0221  ___________________________________________________________________
 MA0221  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 MA0221  DYNAMIC HT  -         260.191 (meters)     853.64  (feet)  COMP
 MA0221  MODELED GRAV-     980,127.7   (mgal)                       NAVD 88
 MA0221
 MA0221  VERT ORDER  -  SECOND    CLASS 0
 MA0221
 MA0221.The horizontal coordinates were scaled from a topographic map and have
 MA0221.an estimated accuracy of +/- 6 seconds.
 MA0221
 MA0221.The orthometric height was determined by differential leveling
 MA0221.and adjusted by the National Geodetic Survey in June 1991..
 MA0221
 MA0221.The geoid height was determined by GEOID03.
 MA0221
 MA0221.The dynamic height is computed by dividing the NAVD 88
 MA0221.geopotential number by the normal gravity value computed on the
 MA0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0221.degrees latitude (g = 980.6199 gals.).
 MA0221
 MA0221.The modeled gravity was interpolated from observed gravity values.
 MA0221
 MA0221;                    North         East    Units  Estimated Accuracy
 MA0221;SPC PA N     -   105,440.      569,580.      MT  (+/- 180 meters Scaled)
 MA0221
 MA0221                          SUPERSEDED SURVEY CONTROL
 MA0221
 MA0221  NGVD 29 (??/??/92)  260.482  (m)          854.60   (f) ADJ UNCH    2 0
 MA0221
 MA0221.Superseded values are not recommended for survey control.
 MA0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0221.See file dsdata.txt to determine how the superseded data were derived.
 MA0221
 MA0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF424556(NAD 83)
 MA0221_MARKER: DB = BENCH MARK DISK
 MA0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0221_STAMPING: L 20 1934
 MA0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0221+STABILITY: SURFACE MOTION
 MA0221
 MA0221  HISTORY     - Date     Condition        Report By
 MA0221  HISTORY     - 1934     MONUMENTED       CGS
 MA0221  HISTORY     - 1958     MARK NOT FOUND   USGS
 MA0221
 MA0221                          STATION DESCRIPTION
 MA0221
 MA0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0221'AT KARTHAUS.
 MA0221'AT KARTHAUS, CLEARFIELD COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 MA0221'ABOUT 900 FEET WEST OF THE SIGNAL HOUSE, AT MILEAGE C 31.4,
 MA0221'ABOUT 2,314 FEET EAST OF MILEPOST C 31, ABOUT 920 FEET WEST
 MA0221'OF THE CROSSING OF STATE HIGHWAY 879, 40 FEET NORTH OF A STOP
 MA0221'SIGN ON THE SOUTH SIDE OF THE TRACK, 21 FEET WEST OF A GRADE
 MA0221'CROSSING, 18 FEET WEST OF A STOP SIGN ON THE NORTH SIDE OF
 MA0221'THE TRACK, 10 FEET WEST OF A WOODEN TOOL SHANTY, 9 FEET NORTH OF
 MA0221'THE CENTER LINE OF A SIDETRACK, AND 18 FEET NORTH OF THE CENTER
 MA0221'LINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED L 20 1934 AND
 MA0221'SET IN THE TOP OF A CONCRETE POST.
 MA0221
 MA0221                          STATION RECOVERY (1958)
 MA0221
 MA0221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 MA0221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0104 ***********************************************************************
 KY0104  DESIGNATION -  L 200
 KY0104  PID         -  KY0104
 KY0104  STATE/COUNTY-  PA/LAWRENCE
 KY0104  USGS QUAD   -  BEAVER FALLS (1990)
 KY0104
 KY0104                         *CURRENT SURVEY CONTROL
 KY0104  ___________________________________________________________________
 KY0104* NAD 83(1986)-  40 51 37.     (N)    080 17 54.     (W)     SCALED    
 KY0104* NAVD 88     -       271.131  (meters)     889.54   (feet)  ADJUSTED  
 KY0104  ___________________________________________________________________
 KY0104  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 KY0104  DYNAMIC HT  -         270.994 (meters)     889.09  (feet)  COMP
 KY0104  MODELED GRAV-     980,114.5   (mgal)                       NAVD 88
 KY0104
 KY0104  VERT ORDER  -  FIRST     CLASS II
 KY0104
 KY0104.The horizontal coordinates were scaled from a topographic map and have
 KY0104.an estimated accuracy of +/- 6 seconds.
 KY0104
 KY0104.The orthometric height was determined by differential leveling
 KY0104.and adjusted by the National Geodetic Survey in June 1991..
 KY0104
 KY0104.The geoid height was determined by GEOID03.
 KY0104
 KY0104.The dynamic height is computed by dividing the NAVD 88
 KY0104.geopotential number by the normal gravity value computed on the
 KY0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0104.degrees latitude (g = 980.6199 gals.).
 KY0104
 KY0104.The modeled gravity was interpolated from observed gravity values.
 KY0104
 KY0104;                    North         East    Units  Estimated Accuracy
 KY0104;SPC PA S     -   172,650.      385,180.      MT  (+/- 180 meters Scaled)
 KY0104
 KY0104                          SUPERSEDED SURVEY CONTROL
 KY0104
 KY0104  NGVD 29 (06/03/92)  271.257  (m)          889.95   (f) ADJUSTED    1 2
 KY0104
 KY0104.Superseded values are not recommended for survey control.
 KY0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0104.See file dsdata.txt to determine how the superseded data were derived.
 KY0104
 KY0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF591234(NAD 83)
 KY0104_MARKER: DB = BENCH MARK DISK
 KY0104_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KY0104_STAMPING: L 200 1950
 KY0104_MARK LOGO: CGS   
 KY0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0104+STABILITY: SURFACE MOTION
 KY0104
 KY0104  HISTORY     - Date     Condition        Report By
 KY0104  HISTORY     - 1950     MONUMENTED       CGS
 KY0104  HISTORY     - 1954     GOOD             NGS
 KY0104  HISTORY     - 1983     GOOD             NGS
 KY0104  HISTORY     - 1984     GOOD             NGS
 KY0104
 KY0104                          STATION DESCRIPTION
 KY0104
 KY0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KY0104'AT ELLWOOD CITY.
 KY0104'AT ELLWOOD CITY, LOCATED BETWEEN THE NORTH ENDS OF ELEVENTH AND
 KY0104'TWELFTH STREETS ALONG THE BALTIMORE AND OHIO RAILROAD, IN THE
 KY0104'TOP OF THE NORTHWEST CORNER OF WEST END OF A SANDSTONE RETAINING
 KY0104'WALL, 20 FEET SOUTH OF SOUTH RAIL OF SOUTH TRACK, 30 FEET WEST
 KY0104'OF A SWITCH STAND OF A SIDE TRACK LEADING WEST, 6 FEET SOUTH OF
 KY0104'SOUTH RAIL OF A SIDING, AND ABOUT 3 FEET BELOW LEVEL OF TRACKS.
 KY0104
 KY0104                          STATION RECOVERY (1983)
 KY0104
 KY0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KY0104'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN ELLWOOD
 KY0104'CITY, ALONG THE BALTIMORE AND OHIO RAILROAD BETWEEN THE NORTH END OF
 KY0104'ELEVENTH AND TWELFTH STREETS, IN TOP OF THE WEST END OF A STONE BLOCK
 KY0104'RETAINING WALL ALONG THE SOUTH SIDE OF THE TRACKS, 6.10 METERS
 KY0104'(20.0 FT) SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 0.30 METER
 KY0104'(1.0 FT) SOUTHEAST OF THE NORTHWEST CORNER OF THE RETAINING WALL.
 KY0104'THE MARK IS 0.91 M ABOVE TRACKS.
 KY0104
 KY0104                          STATION RECOVERY (1984)
 KY0104
 KY0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KY0104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0117 ***********************************************************************
 KY0117  DESIGNATION -  L 201
 KY0117  PID         -  KY0117
 KY0117  STATE/COUNTY-  PA/BUTLER
 KY0117  USGS QUAD   -  MARS (1979)
 KY0117
 KY0117                         *CURRENT SURVEY CONTROL
 KY0117  ___________________________________________________________________
 KY0117* NAD 83(1986)-  40 41 45.     (N)    080 00 36.     (W)     SCALED    
 KY0117* NAVD 88     -       316.301  (meters)    1037.73   (feet)  POSTED    
 KY0117  ___________________________________________________________________
 KY0117  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 KY0117  DYNAMIC HT  -         316.140 (meters)    1037.20  (feet)  COMP
 KY0117  MODELED GRAV-     980,104.8   (mgal)                       NAVD 88
 KY0117
 KY0117  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KY0117
 KY0117.The horizontal coordinates were scaled from a topographic map and have
 KY0117.an estimated accuracy of +/- 6 seconds.
 KY0117
 KY0117.The orthometric height was determined by differential leveling
 KY0117.and adjusted by the National Geodetic Survey in 1992..
 KY0117.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KY0117.rate of 0.0 thru 1.0 mm/km.
 KY0117
 KY0117.The geoid height was determined by GEOID03.
 KY0117
 KY0117.The dynamic height is computed by dividing the NAVD 88
 KY0117.geopotential number by the normal gravity value computed on the
 KY0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0117.degrees latitude (g = 980.6199 gals.).
 KY0117
 KY0117.The modeled gravity was interpolated from observed gravity values.
 KY0117
 KY0117;                    North         East    Units  Estimated Accuracy
 KY0117;SPC PA S     -   153,730.      409,010.      MT  (+/- 180 meters Scaled)
 KY0117
 KY0117                          SUPERSEDED SURVEY CONTROL
 KY0117
 KY0117  NGVD 29 (??/??/92)  316.446  (m)         1038.21   (f) ADJ UNCH    2 0
 KY0117
 KY0117.Superseded values are not recommended for survey control.
 KY0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0117.See file dsdata.txt to determine how the superseded data were derived.
 KY0117
 KY0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF836054(NAD 83)
 KY0117_MARKER: DB = BENCH MARK DISK
 KY0117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0117_SP_SET: BUILDING
 KY0117_STAMPING: L 201 1954
 KY0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0117
 KY0117  HISTORY     - Date     Condition        Report By
 KY0117  HISTORY     - 1954     MONUMENTED       CGS
 KY0117  HISTORY     - 20020407 GOOD             INDIV
 KY0117  HISTORY     - 20030203 GOOD             PADT
 KY0117
 KY0117                          STATION DESCRIPTION
 KY0117
 KY0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KY0117'AT MARS.
 KY0117'AT MARS, AT THE JUNCTION OF GRAND AVENUE AND MARSHALL WAY
 KY0117'LEADING EAST, SET VERTICALLY IN THE SOUTH FACE OF MARS NATIONAL
 KY0117'BANK, ABOUT 60 YARDS WEST-NORTHWEST AND ACROSS MARSHALL WAY FROM
 KY0117'THE BALTIMORE AND OHIO RAILROAD STATION, 4 1/4 FEET EAST OF
 KY0117'SOUTHWEST CORNER OF BUILDING AND ABOUT 2 1/4 FEET ABOVE SIDE
 KY0117'WALK.
 KY0117
 KY0117                          STATION RECOVERY (2002)
 KY0117
 KY0117'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MEP)
 KY0117'RECOVERED IN GOOD CONDITION.
 KY0117
 KY0117                          STATION RECOVERY (2003)
 KY0117
 KY0117'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (MBJ)
 KY0117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1594 ***********************************************************************
 KX1594  DESIGNATION -  L 202
 KX1594  PID         -  KX1594
 KX1594  STATE/COUNTY-  PA/ALLEGHENY
 KX1594  USGS QUAD   -  VALENCIA (1969)
 KX1594
 KX1594                         *CURRENT SURVEY CONTROL
 KX1594  ___________________________________________________________________
 KX1594* NAD 83(1986)-  40 38 38.     (N)    079 58 14.     (W)     SCALED    
 KX1594* NAVD 88     -       341.317  (meters)    1119.80   (feet)  POSTED    
 KX1594  ___________________________________________________________________
 KX1594  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 KX1594  DYNAMIC HT  -         341.140 (meters)    1119.22  (feet)  COMP
 KX1594  MODELED GRAV-     980,097.1   (mgal)                       NAVD 88
 KX1594
 KX1594  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KX1594
 KX1594.The horizontal coordinates were scaled from a topographic map and have
 KX1594.an estimated accuracy of +/- 6 seconds.
 KX1594
 KX1594.The orthometric height was determined by differential leveling
 KX1594.and adjusted by the National Geodetic Survey in 1992..
 KX1594.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KX1594.rate of 0.0 thru 1.0 mm/km.
 KX1594
 KX1594.The geoid height was determined by GEOID03.
 KX1594
 KX1594.The dynamic height is computed by dividing the NAVD 88
 KX1594.geopotential number by the normal gravity value computed on the
 KX1594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1594.degrees latitude (g = 980.6199 gals.).
 KX1594
 KX1594.The modeled gravity was interpolated from observed gravity values.
 KX1594
 KX1594;                    North         East    Units  Estimated Accuracy
 KX1594;SPC PA S     -   147,880.      412,200.      MT  (+/- 180 meters Scaled)
 KX1594
 KX1594                          SUPERSEDED SURVEY CONTROL
 KX1594
 KX1594  NGVD 29 (??/??/92)  341.462  (m)         1120.28   (f) ADJ UNCH    2 0
 KX1594
 KX1594.Superseded values are not recommended for survey control.
 KX1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1594.See file dsdata.txt to determine how the superseded data were derived.
 KX1594
 KX1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE870997(NAD 83)
 KX1594_MARKER: DB = BENCH MARK DISK
 KX1594_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1594_SP_SET: CATCH BASIN
 KX1594_STAMPING: L 202 1954
 KX1594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1594
 KX1594  HISTORY     - Date     Condition        Report By
 KX1594  HISTORY     - 1954     MONUMENTED       CGS
 KX1594  HISTORY     - 20051112 GOOD             GEOCAC
 KX1594
 KX1594                          STATION DESCRIPTION
 KX1594
 KX1594'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KX1594'1 MI N FROM GIBSONIA.
 KX1594'1.0 MILE NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 KX1594'STATION AT GIBSONIA, ABOUT 0.8 MILE SOUTH OF THE STATION AT
 KX1594'BAKERSTOWN, ABOUT 0.2 MILE NORTH OF A PRIVATE ROAD CROSSING,
 KX1594'IN THE TOP OF THE SOUTHEAST CORNER OF A 4-FOOT CONCRETE CATCH
 KX1594'BASIN, 10 FEET EAST OF EAST RAIL OF EAST TRACK, 53 FEET WEST
 KX1594'OF CENTER LINE OF A ROAD PARALLEL TO TRACK, 63 FEET
 KX1594'EAST-NORTHEAST AND ACROSS TRACKS FROM TELEPHONE POLE NO. 17/28
 KX1594'(E 138 F/38), 123 FEET NORTH-NORTHEAST AND ACROSS TRACKS FROM
 KX1594'A SWITCH STAND AT SOUTH END OF A SIDING, 204 FEET NORTH OF A
 KX1594'WHISTLE POST AT A POINT WHERE THE TRACK TURNS SLIGHTLY TO THE
 KX1594'NORTHWEST AWAY FROM ROAD, AND ABOUT 2 FEET BELOW LEVEL OF TRACKS.
 KX1594
 KX1594                          STATION RECOVERY (2005)
 KX1594
 KX1594'RECOVERY NOTE BY GEOCACHING 2005 (JTF)
 KX1594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0598 ***********************************************************************
 JW0598  DESIGNATION -  L 203
 JW0598  PID         -  JW0598
 JW0598  STATE/COUNTY-  PA/FAYETTE
 JW0598  USGS QUAD   -  MILL RUN (1980)
 JW0598
 JW0598                         *CURRENT SURVEY CONTROL
 JW0598  ___________________________________________________________________
 JW0598* NAD 83(1986)-  39 59 03.     (N)    079 27 01.     (W)     SCALED    
 JW0598* NAVD 88     -       446.790  (meters)    1465.84   (feet)  ADJUSTED  
 JW0598  ___________________________________________________________________
 JW0598  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 JW0598  DYNAMIC HT  -         446.526 (meters)    1464.98  (feet)  COMP
 JW0598  MODELED GRAV-     980,021.7   (mgal)                       NAVD 88
 JW0598
 JW0598  VERT ORDER  -  SECOND    CLASS 0
 JW0598
 JW0598.The horizontal coordinates were scaled from a topographic map and have
 JW0598.an estimated accuracy of +/- 6 seconds.
 JW0598
 JW0598.The orthometric height was determined by differential leveling
 JW0598.and adjusted by the National Geodetic Survey in June 1991..
 JW0598
 JW0598.The geoid height was determined by GEOID03.
 JW0598
 JW0598.The dynamic height is computed by dividing the NAVD 88
 JW0598.geopotential number by the normal gravity value computed on the
 JW0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0598.degrees latitude (g = 980.6199 gals.).
 JW0598
 JW0598.The modeled gravity was interpolated from observed gravity values.
 JW0598
 JW0598;                    North         East    Units  Estimated Accuracy
 JW0598;SPC PA S     -    73,660.      454,780.      MT  (+/- 180 meters Scaled)
 JW0598
 JW0598                          SUPERSEDED SURVEY CONTROL
 JW0598
 JW0598  NGVD 29 (??/??/92)  446.943  (m)         1466.35   (f) ADJ UNCH    2 0
 JW0598
 JW0598.Superseded values are not recommended for survey control.
 JW0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0598.See file dsdata.txt to determine how the superseded data were derived.
 JW0598
 JW0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE323271(NAD 83)
 JW0598_MARKER: DB = BENCH MARK DISK
 JW0598_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JW0598_SP_SET: CONCRETE WALL
 JW0598_STAMPING: L 203 1954
 JW0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW0598
 JW0598  HISTORY     - Date     Condition        Report By
 JW0598  HISTORY     - 1954     MONUMENTED       CGS
 JW0598
 JW0598                          STATION DESCRIPTION
 JW0598
 JW0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JW0598'1.1 MI SE FROM NORMALVILLE.
 JW0598'ABOUT 1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 381 FROM THE
 JW0598'JUNCTION OF STATE HIGHWAY 711 AT NORMALVILLE, IN THE TOP OF THE
 JW0598'NORTH END OF THE WEST CONCRETE WALL OF A 2 1/2 BY 3 1/2-FOOT DROP
 JW0598'INLET OF A 15-INCH PIPE CULVERT UNDER HIGHWAY, 16 FEET EAST OF
 JW0598'CENTER LINE OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1141 ***********************************************************************
 KX1141  DESIGNATION -  L 204
 KX1141  PID         -  KX1141
 KX1141  STATE/COUNTY-  PA/WESTMORELAND
 KX1141  USGS QUAD   -  SEVEN SPRINGS (1993)
 KX1141
 KX1141                         *CURRENT SURVEY CONTROL
 KX1141  ___________________________________________________________________
 KX1141* NAD 83(1986)-  40 04 26.     (N)    079 18 04.     (W)     SCALED    
 KX1141* NAVD 88     -       665.458  (meters)    2183.26   (feet)  ADJUSTED  
 KX1141  ___________________________________________________________________
 KX1141  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KX1141  DYNAMIC HT  -         665.073 (meters)    2181.99  (feet)  COMP
 KX1141  MODELED GRAV-     980,023.2   (mgal)                       NAVD 88
 KX1141
 KX1141  VERT ORDER  -  SECOND    CLASS 0
 KX1141
 KX1141.The horizontal coordinates were scaled from a topographic map and have
 KX1141.an estimated accuracy of +/- 6 seconds.
 KX1141
 KX1141.The orthometric height was determined by differential leveling
 KX1141.and adjusted by the National Geodetic Survey in June 1991..
 KX1141
 KX1141.The geoid height was determined by GEOID03.
 KX1141
 KX1141.The dynamic height is computed by dividing the NAVD 88
 KX1141.geopotential number by the normal gravity value computed on the
 KX1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1141.degrees latitude (g = 980.6199 gals.).
 KX1141
 KX1141.The modeled gravity was interpolated from observed gravity values.
 KX1141
 KX1141;                    North         East    Units  Estimated Accuracy
 KX1141;SPC PA S     -    83,390.      467,700.      MT  (+/- 180 meters Scaled)
 KX1141
 KX1141                          SUPERSEDED SURVEY CONTROL
 KX1141
 KX1141  NGVD 29 (??/??/92)  665.606  (m)         2183.74   (f) ADJ UNCH    2 0
 KX1141
 KX1141.Superseded values are not recommended for survey control.
 KX1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1141.See file dsdata.txt to determine how the superseded data were derived.
 KX1141
 KX1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE448373(NAD 83)
 KX1141_MARKER: DB = BENCH MARK DISK
 KX1141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1141_SP_SET: CATCH BASIN
 KX1141_STAMPING: L 204 1954
 KX1141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1141
 KX1141  HISTORY     - Date     Condition        Report By
 KX1141  HISTORY     - 1954     MONUMENTED       CGS
 KX1141
 KX1141                          STATION DESCRIPTION
 KX1141
 KX1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KX1141'3 MI E FROM JONES MILLS.
 KX1141'3.0 MILES EAST ALONG STATE HIGHWAY 31 FROM THE JUNCTION OF STATE
 KX1141'HIGHWAY 711 AT JONES MILLS, IN THE CENTER OF THE TOP OF THE BACK
 KX1141'WALL OF A DROP INLET CATCH BASIN FOR A 15-INCH PIPE CULVERT
 KX1141'UNDER THE HIGHWAY, 24 FEET NORTH OF THE CENTER OF THE HIGHWAY, 68
 KX1141'FEET NORTHEAST AND ACROSS THE HIGHWAY FROM TELEPHONE POLE 4827,
 KX1141'51 FEET EAST OF POWER POLE 217967 AND ABOUT 1 FOOT BELOW THE
 KX1141'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0111 ***********************************************************************
 KY0111  DESIGNATION -  L 205
 KY0111  PID         -  KY0111
 KY0111  STATE/COUNTY-  PA/ALLEGHENY
 KY0111  USGS QUAD   -  EMSWORTH (1979)
 KY0111
 KY0111                         *CURRENT SURVEY CONTROL
 KY0111  ___________________________________________________________________
 KY0111* NAD 83(1986)-  40 30 50.     (N)    080 00 13.     (W)     SCALED    
 KY0111* NAVD 88     -       276.716  (meters)     907.86   (feet)  POSTED    
 KY0111  ___________________________________________________________________
 KY0111  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 KY0111  DYNAMIC HT  -         276.570 (meters)     907.38  (feet)  COMP
 KY0111  MODELED GRAV-     980,090.9   (mgal)                       NAVD 88
 KY0111
 KY0111  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KY0111
 KY0111.The horizontal coordinates were scaled from a topographic map and have
 KY0111.an estimated accuracy of +/- 6 seconds.
 KY0111
 KY0111.The orthometric height was determined by differential leveling
 KY0111.and adjusted by the National Geodetic Survey in 1992..
 KY0111.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KY0111.rate of 0.0 thru 1.0 mm/km.
 KY0111
 KY0111.The geoid height was determined by GEOID03.
 KY0111
 KY0111.The dynamic height is computed by dividing the NAVD 88
 KY0111.geopotential number by the normal gravity value computed on the
 KY0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0111.degrees latitude (g = 980.6199 gals.).
 KY0111
 KY0111.The modeled gravity was interpolated from observed gravity values.
 KY0111
 KY0111;                    North         East    Units  Estimated Accuracy
 KY0111;SPC PA S     -   133,520.      409,030.      MT  (+/- 180 meters Scaled)
 KY0111
 KY0111                          SUPERSEDED SURVEY CONTROL
 KY0111
 KY0111  NGVD 29 (??/??/92)  276.876  (m)          908.38   (f) ADJ UNCH    2 0
 KY0111
 KY0111.Superseded values are not recommended for survey control.
 KY0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0111.See file dsdata.txt to determine how the superseded data were derived.
 KY0111
 KY0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE844852(NAD 83)
 KY0111_MARKER: DB = BENCH MARK DISK
 KY0111_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0111_SP_SET: PIER
 KY0111_STAMPING: L 205 1954
 KY0111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0111
 KY0111  HISTORY     - Date     Condition        Report By
 KY0111  HISTORY     - 1954     MONUMENTED       CGS
 KY0111
 KY0111                          STATION DESCRIPTION
 KY0111
 KY0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KY0111'AT BROOKVILLE.
 KY0111'AT BROOKVILLE, ABOUT 0.8 MILE NORTHWEST ALONG BABCOCK BOULEVARD
 KY0111'FROM THE FIRE STATION AT EVERGREEN, AT THE OVERPASS OF MC KNIGHT
 KY0111'ROAD OVER BABCOCK BOULEVARD, SET VERTICALLY IN THE SOUTH FACE
 KY0111'OF THE WEST MOST LEG OF THE FIRST CONCRETE PIER NORTH OF BABCOCK
 KY0111'BOULEVARD, 31.8 FEET NORTH OF CENTER LINE OF BOULEVARD AND ABOUT
 KY0111'3 FEET ABOVE LEVEL OF BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0512 ***********************************************************************
 KY0512  DESIGNATION -  L 206
 KY0512  PID         -  KY0512
 KY0512  STATE/COUNTY-  PA/WASHINGTON
 KY0512  USGS QUAD   -  PROSPERITY (1977)
 KY0512
 KY0512                         *CURRENT SURVEY CONTROL
 KY0512  ___________________________________________________________________
 KY0512* NAD 83(1986)-  40 07 08.     (N)    080 17 23.     (W)     SCALED    
 KY0512* NAVD 88     -       329.261  (meters)    1080.25   (feet)  ADJUSTED  
 KY0512  ___________________________________________________________________
 KY0512  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KY0512  DYNAMIC HT  -         329.073 (meters)    1079.63  (feet)  COMP
 KY0512  MODELED GRAV-     980,045.4   (mgal)                       NAVD 88
 KY0512
 KY0512  VERT ORDER  -  SECOND    CLASS 0
 KY0512
 KY0512.The horizontal coordinates were scaled from a topographic map and have
 KY0512.an estimated accuracy of +/- 6 seconds.
 KY0512
 KY0512.The orthometric height was determined by differential leveling
 KY0512.and adjusted by the National Geodetic Survey in June 1991..
 KY0512
 KY0512.The geoid height was determined by GEOID03.
 KY0512
 KY0512.The dynamic height is computed by dividing the NAVD 88
 KY0512.geopotential number by the normal gravity value computed on the
 KY0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0512.degrees latitude (g = 980.6199 gals.).
 KY0512
 KY0512.The modeled gravity was interpolated from observed gravity values.
 KY0512
 KY0512;                    North         East    Units  Estimated Accuracy
 KY0512;SPC PA S     -    90,340.      383,540.      MT  (+/- 180 meters Scaled)
 KY0512
 KY0512                          SUPERSEDED SURVEY CONTROL
 KY0512
 KY0512  NGVD 29 (??/??/92)  329.398  (m)         1080.70   (f) ADJ UNCH    2 0
 KY0512
 KY0512.Superseded values are not recommended for survey control.
 KY0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0512.See file dsdata.txt to determine how the superseded data were derived.
 KY0512
 KY0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE605411(NAD 83)
 KY0512_MARKER: DB = BENCH MARK DISK
 KY0512_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0512_SP_SET: CATCH BASIN
 KY0512_STAMPING: L 206 1957
 KY0512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0512
 KY0512  HISTORY     - Date     Condition        Report By
 KY0512  HISTORY     - 1957     MONUMENTED       CGS
 KY0512
 KY0512                          STATION DESCRIPTION
 KY0512
 KY0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0512'AT LAGONDA.
 KY0512'AT LAGONDA, ABOUT 0.05 MILE SOUTH ALONG STATE HIGHWAY 18 FROM
 KY0512'THE SCHOOL, IN THE TOP OF THE SOUTH END OF BACK WALL OF A 4 1/2
 KY0512'BY 2 1/2 FOOT CONCRETE CATCH BASIN FOR A 15-INCH PIPE CULVERT,
 KY0512'18 1/2 FEET EAST OF CENTER LINE OF HIGHWAY AND ON THE OUTSIDE OF
 KY0512'A CURVE IN HIGHWAY, 27 FEET NORTHEAST OF JUNCTION OF A GRADED
 KY0512'ROAD LEADING SOUTH-SOUTHEAST AND ABOUT 1/2 FOOT ABOVE LEVEL OF
 KY0512'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0593 ***********************************************************************
 KY0593  DESIGNATION -  L 207
 KY0593  PID         -  KY0593
 KY0593  STATE/COUNTY-  PA/WASHINGTON
 KY0593  USGS QUAD   -  PROSPERITY (1977)
 KY0593
 KY0593                         *CURRENT SURVEY CONTROL
 KY0593  ___________________________________________________________________
 KY0593* NAD 83(1986)-  40 01 19.     (N)    080 20 19.     (W)     SCALED    
 KY0593* NAVD 88     -       360.465  (meters)    1182.63   (feet)  ADJUSTED  
 KY0593  ___________________________________________________________________
 KY0593  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 KY0593  DYNAMIC HT  -         360.259 (meters)    1181.95  (feet)  COMP
 KY0593  MODELED GRAV-     980,046.0   (mgal)                       NAVD 88
 KY0593
 KY0593  VERT ORDER  -  SECOND    CLASS 0
 KY0593
 KY0593.The horizontal coordinates were scaled from a topographic map and have
 KY0593.an estimated accuracy of +/- 6 seconds.
 KY0593
 KY0593.The orthometric height was determined by differential leveling
 KY0593.and adjusted by the National Geodetic Survey in June 1991..
 KY0593
 KY0593.The geoid height was determined by GEOID03.
 KY0593
 KY0593.The dynamic height is computed by dividing the NAVD 88
 KY0593.geopotential number by the normal gravity value computed on the
 KY0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0593.degrees latitude (g = 980.6199 gals.).
 KY0593
 KY0593.The modeled gravity was interpolated from observed gravity values.
 KY0593
 KY0593;                    North         East    Units  Estimated Accuracy
 KY0593;SPC PA S     -    79,700.      379,050.      MT  (+/- 180 meters Scaled)
 KY0593
 KY0593                          SUPERSEDED SURVEY CONTROL
 KY0593
 KY0593  NGVD 29 (??/??/92)  360.605  (m)         1183.08   (f) ADJ UNCH    2 0
 KY0593
 KY0593.Superseded values are not recommended for survey control.
 KY0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0593.See file dsdata.txt to determine how the superseded data were derived.
 KY0593
 KY0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE564304(NAD 83)
 KY0593_MARKER: DB = BENCH MARK DISK
 KY0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KY0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KY0593_STAMPING: L 207 1957
 KY0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KY0593+STABILITY: SURFACE MOTION
 KY0593
 KY0593  HISTORY     - Date     Condition        Report By
 KY0593  HISTORY     - 1957     MONUMENTED       CGS
 KY0593
 KY0593                          STATION DESCRIPTION
 KY0593
 KY0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 KY0593'1 MI N FROM OLD CONCORD.
 KY0593'ABOUT 0.15 MILE NORTHEAST ALONG STATE HIGHWAY 18 FROM THE
 KY0593'CONCORD PRESBYTERIAN CHURCH AT OLD CONCORD, THENCE ABOUT 0.85
 KY0593'MILE NORTH ALONG A GRAVEL ROAD, ABOUT 0.5 MILE NORTH OF JUNCTION
 KY0593'OF A NARROW GRAVEL ROAD LEADING NORTHWEST, 23 1/2 FEET
 KY0593'EAST-NORTHEAST OF CENTER LINE OF ROAD, 11 FEET NORTHWEST OF
 KY0593'CENTER LINE OF A DIM ROAD LEADING NORTHEAST, 15 FEET EAST OF
 KY0593'NORTHEAST END OF A 15-INCH PIPE CULVERT UNDER GRAVEL ROAD,
 KY0593'2 FEET NORTHEAST OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH
 KY0593'ROADS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0379 ***********************************************************************
 KY0379  DESIGNATION -  L 208
 KY0379  PID         -  KY0379
 KY0379  STATE/COUNTY-  PA/ALLEGHENY
 KY0379  USGS QUAD   -  OAKDALE (1993)
 KY0379
 KY0379                         *CURRENT SURVEY CONTROL
 KY0379  ___________________________________________________________________
 KY0379* NAD 83(1986)-  40 23 23.     (N)    080 11 55.     (W)     SCALED    
 KY0379* NAVD 88     -       282.903  (meters)     928.16   (feet)  ADJUSTED  
 KY0379  ___________________________________________________________________
 KY0379  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 KY0379  DYNAMIC HT  -         282.753 (meters)     927.67  (feet)  COMP
 KY0379  MODELED GRAV-     980,088.3   (mgal)                       NAVD 88
 KY0379
 KY0379  VERT ORDER  -  SECOND    CLASS 0
 KY0379
 KY0379.The horizontal coordinates were scaled from a topographic map and have
 KY0379.an estimated accuracy of +/- 6 seconds.
 KY0379
 KY0379.The orthometric height was determined by differential leveling
 KY0379.and adjusted by the National Geodetic Survey in June 1991..
 KY0379
 KY0379.The geoid height was determined by GEOID03.
 KY0379
 KY0379.The dynamic height is computed by dividing the NAVD 88
 KY0379.geopotential number by the normal gravity value computed on the
 KY0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0379.degrees latitude (g = 980.6199 gals.).
 KY0379
 KY0379.The modeled gravity was interpolated from observed gravity values.
 KY0379
 KY0379;                    North         East    Units  Estimated Accuracy
 KY0379;SPC PA S     -   120,180.      392,130.      MT  (+/- 180 meters Scaled)
 KY0379
 KY0379                          SUPERSEDED SURVEY CONTROL
 KY0379
 KY0379  NGVD 29 (??/??/92)  283.044  (m)          928.62   (f) ADJ UNCH    2 0
 KY0379
 KY0379.Superseded values are not recommended for survey control.
 KY0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0379.See file dsdata.txt to determine how the superseded data were derived.
 KY0379
 KY0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE680713(NAD 83)
 KY0379_MARKER: DB = BENCH MARK DISK
 KY0379_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0379_SP_SET: BRIDGE
 KY0379_STAMPING: L 208 1960
 KY0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KY0379+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2004
 KY0379
 KY0379  HISTORY     - Date     Condition        Report By
 KY0379  HISTORY     - 1960     MONUMENTED       CGS
 KY0379  HISTORY     - 20040621 GOOD             PADT
 KY0379
 KY0379                          STATION DESCRIPTION
 KY0379
 KY0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0379'0.9 MI W FROM OAKDALE.
 KY0379'ABOUT 0.9 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY0379'STATION AT OAKDALE, ABOUT 1.1 MILES NORTHEAST ALONG THE PENNSYLVANIA
 KY0379'RAILROAD FROM A ROAD CROSSING AT STURGEON, 0.25 MILE NORTHEAST OF
 KY0379'MILEPOST 16, 35 YARDS WEST-SOUTHWEST OF THE CENTER OF A BLACK TOP
 KY0379'ROAD CROSSING AT NOBLESTOWN, 72 YARDS WEST OF STATION SHED NOBLESTOWN,
 KY0379'8 FEET NORTHWEST OF THE NORTHWEST RAIL, IN TOP OF THE NORTHEAST END
 KY0379'OF THE NORTHWEST CONCRETE HEAD WALL OF CONCRETE AND STONE
 KY0379'RAILROAD BRIDGE NO. 15-73 OVER A CREEK, AND ABOUT 1 FOOT BELOW
 KY0379'THE LEVEL OF THE TRACK.
 KY0379
 KY0379                          STATION RECOVERY (2004)
 KY0379
 KY0379'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (CAB)
 KY0379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0921 ***********************************************************************
 JU0921  DESIGNATION -  L 209
 JU0921  PID         -  JU0921
 JU0921  STATE/COUNTY-  PA/PHILADELPHIA
 JU0921  USGS QUAD   -  PHILADELPHIA (1994)
 JU0921
 JU0921                         *CURRENT SURVEY CONTROL
 JU0921  ___________________________________________________________________
 JU0921* NAD 83(1986)-  39 59 51.     (N)    075 09 27.     (W)     SCALED    
 JU0921* NAVD 88     -        30.858  (meters)     101.24   (feet)  ADJUSTED  
 JU0921  ___________________________________________________________________
 JU0921  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 JU0921  DYNAMIC HT  -          30.844 (meters)     101.19  (feet)  COMP
 JU0921  MODELED GRAV-     980,175.2   (mgal)                       NAVD 88
 JU0921
 JU0921  VERT ORDER  -  FIRST     CLASS I
 JU0921
 JU0921.The horizontal coordinates were scaled from a topographic map and have
 JU0921.an estimated accuracy of +/- 6 seconds.
 JU0921
 JU0921.The orthometric height was determined by differential leveling
 JU0921.and adjusted by the National Geodetic Survey in June 1991..
 JU0921
 JU0921.The geoid height was determined by GEOID03.
 JU0921
 JU0921.The dynamic height is computed by dividing the NAVD 88
 JU0921.geopotential number by the normal gravity value computed on the
 JU0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0921.degrees latitude (g = 980.6199 gals.).
 JU0921
 JU0921.The modeled gravity was interpolated from observed gravity values.
 JU0921
 JU0921;                    North         East    Units  Estimated Accuracy
 JU0921;SPC PA S     -    77,000.      821,360.      MT  (+/- 180 meters Scaled)
 JU0921
 JU0921                          SUPERSEDED SURVEY CONTROL
 JU0921
 JU0921  NGVD 29 (01/10/92)   31.187  (m)          102.32   (f) ADJUSTED    1 1
 JU0921
 JU0921.Superseded values are not recommended for survey control.
 JU0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0921.See file dsdata.txt to determine how the superseded data were derived.
 JU0921
 JU0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK865274(NAD 83)
 JU0921_MARKER: DB = BENCH MARK DISK
 JU0921_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0921_SP_SET: ABUTMENT
 JU0921_STAMPING: L 209 1964
 JU0921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0921
 JU0921  HISTORY     - Date     Condition        Report By
 JU0921  HISTORY     - 1964     MONUMENTED       CGS
 JU0921  HISTORY     - 1974     GOOD             NGS
 JU0921
 JU0921                          STATION DESCRIPTION
 JU0921
 JU0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JU0921'AT PHILADELPHIA.
 JU0921'AT PHILADELPHIA, ALONG THE READING RAILWAY, SET VERTICALLY IN
 JU0921'THE EAST CONCRETE FACE OF THE WEST ABUTMENT OF THE PENN CENTRAL
 JU0921'RAILROAD OVERPASS OVER THE READING RAILWAY NEAR THE PENN CENTRAL
 JU0921'RAILROAD NORTH STATION, 19.7 FEET WEST OF THE WEST RAIL OF THE
 JU0921'READING RAILWAY, 4.3 FEET SOUTH OF THE NORTH CORNER OF THE ABUTMENT
 JU0921'AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0132 ***********************************************************************
 KX0132  DESIGNATION -  L 21
 KX0132  PID         -  KX0132
 KX0132  STATE/COUNTY-  PA/CENTRE
 KX0132  USGS QUAD   -  PHILIPSBURG (1994)
 KX0132
 KX0132                         *CURRENT SURVEY CONTROL
 KX0132  ___________________________________________________________________
 KX0132* NAD 83(1986)-  40 53 43.     (N)    078 13 24.     (W)     SCALED    
 KX0132* NAVD 88     -       437.256  (meters)    1434.56   (feet)  ADJUSTED  
 KX0132  ___________________________________________________________________
 KX0132  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 KX0132  DYNAMIC HT  -         437.035 (meters)    1433.84  (feet)  COMP
 KX0132  MODELED GRAV-     980,105.2   (mgal)                       NAVD 88
 KX0132
 KX0132  VERT ORDER  -  FIRST     CLASS I
 KX0132
 KX0132.The horizontal coordinates were scaled from a topographic map and have
 KX0132.an estimated accuracy of +/- 6 seconds.
 KX0132
 KX0132.The orthometric height was determined by differential leveling
 KX0132.and adjusted by the National Geodetic Survey in June 1991..
 KX0132.WARNING-Repeat measurements at this control monument indicate possible
 KX0132.vertical movement.
 KX0132
 KX0132.The geoid height was determined by GEOID03.
 KX0132
 KX0132.The dynamic height is computed by dividing the NAVD 88
 KX0132.geopotential number by the normal gravity value computed on the
 KX0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0132.degrees latitude (g = 980.6199 gals.).
 KX0132
 KX0132.The modeled gravity was interpolated from observed gravity values.
 KX0132
 KX0132;                    North         East    Units  Estimated Accuracy
 KX0132;SPC PA N     -    81,020.      560,110.      MT  (+/- 180 meters Scaled)
 KX0132
 KX0132                          SUPERSEDED SURVEY CONTROL
 KX0132
 KX0132  NGVD 29 (??/??/92)  437.411  (m)         1435.07   (f) ADJ UNCH    1 1
 KX0132
 KX0132.Superseded values are not recommended for survey control.
 KX0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0132.See file dsdata.txt to determine how the superseded data were derived.
 KX0132
 KX0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF339308(NAD 83)
 KX0132_MARKER: DB = BENCH MARK DISK
 KX0132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0132_SP_SET: BUILDING
 KX0132_STAMPING: L 21 1934
 KX0132_MARK LOGO: CGS   
 KX0132_MAGNETIC: N = NO MAGNETIC MATERIAL
 KX0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KX0132+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2002
 KX0132
 KX0132  HISTORY     - Date     Condition        Report By
 KX0132  HISTORY     - 19340101 MONUMENTED       CGS
 KX0132  HISTORY     - 1966     GOOD             NGS
 KX0132  HISTORY     - 1973     GOOD             PADT
 KX0132  HISTORY     - 19970821 GOOD             USPSQD
 KX0132  HISTORY     - 19981001 GOOD             PADT
 KX0132  HISTORY     - 20020306 GOOD             NGS
 KX0132
 KX0132                          STATION DESCRIPTION
 KX0132
 KX0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0132'0.2 MI SE FROM PHILIPSBURG.
 KX0132'ABOUT 0.2 MILE SOUTHEAST ALONG THE CLEARFIELD BRANCH OF THE
 KX0132'PENNSYLVANIA RAILROAD FROM THE FREIGHT STATION AT PHILIPSBURG,
 KX0132'31 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN LINE TRACKS,
 KX0132'34 FEET NORTHWEST OF THE CENTER LINE OF PRESQUE ISLE STREET, SET
 KX0132'VERTICALLY IN THE SOUTHEAST FACE OF THE LAUDERBACH-GRIEST BRICK
 KX0132'WAREHOUSE, 8 FEET SOUTHWEST OF THE EXTENDED CENTER LINE OF WATER
 KX0132'STREET, 2.8 FEET SOUTHWEST OF THE EAST CORNER OF THE BUILDING,
 KX0132'ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACKS, AND 5.2 FEET ABOVE
 KX0132'THE LEVEL OF THE SIDEWALK.
 KX0132
 KX0132                          STATION RECOVERY (1973)
 KX0132
 KX0132'RECOVERY NOTE BY PA DEPT OF TRANSP 1973
 KX0132'RECOVERED IN GOOD CONDITION.
 KX0132
 KX0132                          STATION RECOVERY (1997)
 KX0132
 KX0132'RECOVERY NOTE BY US POWER SQUADRON 1997
 KX0132'RECOVERED IN GOOD CONDITION.
 KX0132
 KX0132                          STATION RECOVERY (1998)
 KX0132
 KX0132'RECOVERY NOTE BY PA DEPT OF TRANSP 1998 (SMM)
 KX0132'RECOVERED IN GOOD CONDITION.
 KX0132
 KX0132                          STATION RECOVERY (2002)
 KX0132
 KX0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 KX0132'0.20 MI SOUTHWESTERLY ALONG PRESQUEISLE STREET FROM THE PHILIPSBURG
 KX0132'BOROUGH OFFICE
 KX0132'BUILDING AT 4 NORTH CENTRE STREET IN PHILIPSBURG, SET VERTICALLY  IN
 KX0132'THE SOUTHEAST BRICK
 KX0132'FACE OF THE HELIG MEYERS FURNITURE WAREHOUSE BUILDING,  17.1 FT
 KX0132'SOUTHEAST OF THE
 KX0132'CENTER OF THE STREET,   8.0 FT SOUTHWEST OF THE CENTER OF WATER
 KX0132'STREET,  4.0 FT ABOVE THE
 KX0132'LEVEL OF WATER STREET, AND 2.8 FT SOUTHWEST OF THE EAST CORNER OF THE
 KX0132'BUILDING.
 KX0132'NOTE--THE BUILDING IS OWNED BY HELIG MEYERS, PHILIPSBURG, PA.
 KX0132' 
 KX0132' 
 KX0132' 
 KX0132'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0702 ***********************************************************************
 KX0702  DESIGNATION -  L 22
 KX0702  PID         -  KX0702
 KX0702  STATE/COUNTY-  PA/CLEARFIELD
 KX0702  USGS QUAD   -  MAHAFFEY (1959)
 KX0702
 KX0702                         *CURRENT SURVEY CONTROL
 KX0702  ___________________________________________________________________
 KX0702* NAD 83(1986)-  40 52 36.     (N)    078 43 43.     (W)     SCALED    
 KX0702* NAVD 88     -       394.371  (meters)    1293.87   (feet)  ADJUSTED  
 KX0702  ___________________________________________________________________
 KX0702  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KX0702  DYNAMIC HT  -         394.171 (meters)    1293.21  (feet)  COMP
 KX0702  MODELED GRAV-     980,107.6   (mgal)                       NAVD 88
 KX0702
 KX0702  VERT ORDER  -  SECOND    CLASS 0
 KX0702
 KX0702.The horizontal coordinates were scaled from a topographic map and have
 KX0702.an estimated accuracy of +/- 6 seconds.
 KX0702
 KX0702.The orthometric height was determined by differential leveling
 KX0702.and adjusted by the National Geodetic Survey in June 1991..
 KX0702
 KX0702.The geoid height was determined by GEOID03.
 KX0702
 KX0702.The dynamic height is computed by dividing the NAVD 88
 KX0702.geopotential number by the normal gravity value computed on the
 KX0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0702.degrees latitude (g = 980.6199 gals.).
 KX0702
 KX0702.The modeled gravity was interpolated from observed gravity values.
 KX0702
 KX0702;                    North         East    Units  Estimated Accuracy
 KX0702;SPC PA N     -    79,310.      517,510.      MT  (+/- 180 meters Scaled)
 KX0702
 KX0702                          SUPERSEDED SURVEY CONTROL
 KX0702
 KX0702  NGVD 29 (??/??/92)  394.532  (m)         1294.39   (f) ADJ UNCH    2 0
 KX0702
 KX0702.Superseded values are not recommended for survey control.
 KX0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0702.See file dsdata.txt to determine how the superseded data were derived.
 KX0702
 KX0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF913275(NAD 83)
 KX0702_MARKER: DB = BENCH MARK DISK
 KX0702_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0702_SP_SET: BRIDGE
 KX0702_STAMPING: L 22 1934
 KX0702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0702
 KX0702  HISTORY     - Date     Condition        Report By
 KX0702  HISTORY     - 1934     MONUMENTED       CGS
 KX0702  HISTORY     - 1967     GOOD             NGS
 KX0702  HISTORY     - 1967     GOOD             NGS
 KX0702
 KX0702                          STATION DESCRIPTION
 KX0702
 KX0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0702'AT MAHAFFEY.
 KX0702'AT MAHAFFEY, CLEARFIELD COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 KX0702'ABOUT 600 FEET SOUTH OF THE STATION, IN THE TOP OF THE NORTHEAST
 KX0702'SEAT OF 800-FOOT SPAN BRIDGE 53, 10 FEET EAST OF THE EAST RAIL,
 KX0702'AND ABOUT 4 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 KX0702'DISK, STAMPED L 22 1934.
 KX0702
 KX0702                          STATION RECOVERY (1967)
 KX0702
 KX0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KX0702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0575 ***********************************************************************
 MA0575  DESIGNATION -  L 220
 MA0575  PID         -  MA0575
 MA0575  STATE/COUNTY-  PA/JEFFERSON
 MA0575  USGS QUAD   -  REYNOLDSVILLE (1988)
 MA0575
 MA0575                         *CURRENT SURVEY CONTROL
 MA0575  ___________________________________________________________________
 MA0575* NAD 83(1986)-  41 07 22.     (N)    078 58 00.     (W)     SCALED    
 MA0575* NAVD 88     -       509.374  (meters)    1671.17   (feet)  ADJUSTED  
 MA0575  ___________________________________________________________________
 MA0575  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 MA0575  DYNAMIC HT  -         509.125 (meters)    1670.35  (feet)  COMP
 MA0575  MODELED GRAV-     980,120.4   (mgal)                       NAVD 88
 MA0575
 MA0575  VERT ORDER  -  SECOND    CLASS 0
 MA0575
 MA0575.The horizontal coordinates were scaled from a topographic map and have
 MA0575.an estimated accuracy of +/- 6 seconds.
 MA0575
 MA0575.The orthometric height was determined by differential leveling
 MA0575.and adjusted by the National Geodetic Survey in June 1991..
 MA0575
 MA0575.The geoid height was determined by GEOID03.
 MA0575
 MA0575.The dynamic height is computed by dividing the NAVD 88
 MA0575.geopotential number by the normal gravity value computed on the
 MA0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0575.degrees latitude (g = 980.6199 gals.).
 MA0575
 MA0575.The modeled gravity was interpolated from observed gravity values.
 MA0575
 MA0575;                    North         East    Units  Estimated Accuracy
 MA0575;SPC PA N     -   106,900.      497,830.      MT  (+/- 180 meters Scaled)
 MA0575
 MA0575                          SUPERSEDED SURVEY CONTROL
 MA0575
 MA0575  NGVD 29 (??/??/92)  509.512  (m)         1671.62   (f) ADJ UNCH    2 0
 MA0575
 MA0575.Superseded values are not recommended for survey control.
 MA0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0575.See file dsdata.txt to determine how the superseded data were derived.
 MA0575
 MA0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF706543(NAD 83)
 MA0575_MARKER: DB = BENCH MARK DISK
 MA0575_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0575_SP_SET: DRAINAGE BASIN
 MA0575_STAMPING: L 220 1958
 MA0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0575
 MA0575  HISTORY     - Date     Condition        Report By
 MA0575  HISTORY     - 1958     MONUMENTED       CGS
 MA0575  HISTORY     - 20020730 GOOD             PADT
 MA0575  HISTORY     - 20040310 GOOD             PADT
 MA0575
 MA0575                          STATION DESCRIPTION
 MA0575
 MA0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA0575'0.8 MI E FROM EMERICKVILLE.
 MA0575'ABOUT 0.8 MILE EAST ALONG U.S. HIGHWAY 322 FROM EMERICKVILLE.  IN
 MA0575'THE ROCK MASONARY HEADWALL OF A DRAINAGE BASIN, 1.0 FOOT EAST
 MA0575'OF THE WEST END, 7.0 FEET NORTHEAST OF NORTHEAST CORNER OF A
 MA0575'GARAGE, 24.0 FEET SOUTH OF CENTER LINE OF THE HIGHWAY AND ABOUT
 MA0575'2.0 FEET HIGHER THAN THE ROAD.
 MA0575
 MA0575                          STATION RECOVERY (2002)
 MA0575
 MA0575'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (BH)
 MA0575'RECOVERED IN GOOD CONDITION.
 MA0575
 MA0575                          STATION RECOVERY (2004)
 MA0575
 MA0575'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (WBL)
 MA0575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1092 ***********************************************************************
 MA1092  DESIGNATION -  L 221
 MA1092  PID         -  MA1092
 MA1092  STATE/COUNTY-  PA/CLARION
 MA1092  USGS QUAD   -  CLARION (1981)
 MA1092
 MA1092                         *CURRENT SURVEY CONTROL
 MA1092  ___________________________________________________________________
 MA1092* NAD 83(1986)-  41 13 12.     (N)    079 29 26.     (W)     SCALED    
 MA1092* NAVD 88     -       447.906  (meters)    1469.50   (feet)  ADJUSTED  
 MA1092  ___________________________________________________________________
 MA1092  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 MA1092  DYNAMIC HT  -         447.696 (meters)    1468.82  (feet)  COMP
 MA1092  MODELED GRAV-     980,141.1   (mgal)                       NAVD 88
 MA1092
 MA1092  VERT ORDER  -  SECOND    CLASS 0
 MA1092
 MA1092.The horizontal coordinates were scaled from a topographic map and have
 MA1092.an estimated accuracy of +/- 6 seconds.
 MA1092
 MA1092.The orthometric height was determined by differential leveling
 MA1092.and adjusted by the National Geodetic Survey in June 1991..
 MA1092
 MA1092.The geoid height was determined by GEOID03.
 MA1092
 MA1092.The dynamic height is computed by dividing the NAVD 88
 MA1092.geopotential number by the normal gravity value computed on the
 MA1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1092.degrees latitude (g = 980.6199 gals.).
 MA1092
 MA1092.The modeled gravity was interpolated from observed gravity values.
 MA1092
 MA1092;                    North         East    Units  Estimated Accuracy
 MA1092;SPC PA N     -   118,440.      454,060.      MT  (+/- 180 meters Scaled)
 MA1092
 MA1092                          SUPERSEDED SURVEY CONTROL
 MA1092
 MA1092  NGVD 29 (??/??/92)  448.065  (m)         1470.03   (f) ADJ UNCH    2 0
 MA1092
 MA1092.Superseded values are not recommended for survey control.
 MA1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1092.See file dsdata.txt to determine how the superseded data were derived.
 MA1092
 MA1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF265642(NAD 83)
 MA1092_MARKER: DB = BENCH MARK DISK
 MA1092_SETTING: 66 = SET IN ROCK OUTCROP
 MA1092_SP_SET: ROCK OUTCROP
 MA1092_STAMPING: L 221 1958
 MA1092_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA1092+STABILITY: POSITION/ELEVATION WELL
 MA1092
 MA1092  HISTORY     - Date     Condition        Report By
 MA1092  HISTORY     - 1958     MONUMENTED       CGS
 MA1092
 MA1092                          STATION DESCRIPTION
 MA1092
 MA1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA1092'8.7 MI SW FROM SHIPPENVILLE.
 MA1092'ABOUT 2.0 MILES EAST ALONG U.S. HIGHWAY 322 FROM SHIPPENVILLE,
 MA1092'THENCE SOUTH ON A PAVED ROAD 3.55 MILES, THENCE WEST ON TRACK
 MA1092'ROAD 0.45 MILE, THENCE NORTHWEST ON A GRAVELED ROAD 2.7 MILES.
 MA1092'FROM WENTLING CORNERS GO EASTERLY ON PAVED ROAD FOR 1.9 MILES,
 MA1092'THENCE NORTHEAST ON GRAVELED ROAD 1.5 MILES, THENCE NORTH ON
 MA1092'STATE HIGHWAY 854 FOR 0.85 MILE, THENCE NORTHEAST ON GRAVELED
 MA1092'ROAD 0.3 MILE.  IN SMALL OUTCROP OF ROCK ABOUT FLUSH WITH THE
 MA1092'GROUND, WHERE A PIPELINE CROSSES THE ROAD, 29.5 FEET SOUTH OF A
 MA1092'3-INCH PIPE, 46.0 FEET SOUTHWEST OF CENTER OF THE ROAD AND 155.0
 MA1092'FEET SOUTHEAST OF CENTER OF A CROSSROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1354 ***********************************************************************
 MA1354  DESIGNATION -  L 222
 MA1354  PID         -  MA1354
 MA1354  STATE/COUNTY-  PA/VENANGO
 MA1354  USGS QUAD   -  BARKEYVILLE (1980)
 MA1354
 MA1354                         *CURRENT SURVEY CONTROL
 MA1354  ___________________________________________________________________
 MA1354* NAD 83(1986)-  41 12 10.     (N)    079 56 10.     (W)     SCALED    
 MA1354* NAVD 88     -       406.812  (meters)    1334.68   (feet)  ADJUSTED  
 MA1354  ___________________________________________________________________
 MA1354  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 MA1354  DYNAMIC HT  -         406.621 (meters)    1334.06  (feet)  COMP
 MA1354  MODELED GRAV-     980,142.3   (mgal)                       NAVD 88
 MA1354
 MA1354  VERT ORDER  -  SECOND    CLASS 0
 MA1354
 MA1354.The horizontal coordinates were scaled from a topographic map and have
 MA1354.an estimated accuracy of +/- 6 seconds.
 MA1354
 MA1354.The orthometric height was determined by differential leveling
 MA1354.and adjusted by the National Geodetic Survey in June 1991..
 MA1354
 MA1354.The geoid height was determined by GEOID03.
 MA1354
 MA1354.The dynamic height is computed by dividing the NAVD 88
 MA1354.geopotential number by the normal gravity value computed on the
 MA1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1354.degrees latitude (g = 980.6199 gals.).
 MA1354
 MA1354.The modeled gravity was interpolated from observed gravity values.
 MA1354
 MA1354;                    North         East    Units  Estimated Accuracy
 MA1354;SPC PA N     -   117,380.      416,660.      MT  (+/- 180 meters Scaled)
 MA1354
 MA1354                          SUPERSEDED SURVEY CONTROL
 MA1354
 MA1354  NGVD 29 (??/??/92)  406.958  (m)         1335.16   (f) ADJ UNCH    2 0
 MA1354
 MA1354.Superseded values are not recommended for survey control.
 MA1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1354.See file dsdata.txt to determine how the superseded data were derived.
 MA1354
 MA1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF892618(NAD 83)
 MA1354_MARKER: DB = BENCH MARK DISK
 MA1354_SETTING: 66 = SET IN ROCK OUTCROP
 MA1354_SP_SET: ROCK OUTCROP
 MA1354_STAMPING: L 222 1958
 MA1354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA1354+STABILITY: POSITION/ELEVATION WELL
 MA1354
 MA1354  HISTORY     - Date     Condition        Report By
 MA1354  HISTORY     - 1958     MONUMENTED       CGS
 MA1354
 MA1354                          STATION DESCRIPTION
 MA1354
 MA1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MA1354'3.8 MI W FROM CLINTONVILLE.
 MA1354'ABOUT 3.2 MILES WEST ALONG STATE HIGHWAY 208 FROM THE CROSSROAD
 MA1354'IN CLINTONVILLE, THENCE NORTHWEST 0.6 MILE.  IN ABOUT THE CENTER
 MA1354'OF A LARGE OUTCROP ROCK PROJECTING ABOUT 8-INCHES ABOVE THE
 MA1354'GROUND, 37. FEET SOUTH OF CENTER OF DRIVEWAY TO FARM BUILDINGS,
 MA1354'86.0 FEET EAST-NORTHEAST OF CENTER OF THE ROAD AND 120 FEET
 MA1354'NORTHEAST OF CENTER OF A BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0390 ***********************************************************************
 MB0390  DESIGNATION -  L 223
 MB0390  PID         -  MB0390
 MB0390  STATE/COUNTY-  PA/MERCER
 MB0390  USGS QUAD   -  GREENFIELD (1970)
 MB0390
 MB0390                         *CURRENT SURVEY CONTROL
 MB0390  ___________________________________________________________________
 MB0390* NAD 83(1986)-  41 11 39.     (N)    080 20 35.     (W)     SCALED    
 MB0390* NAVD 88     -       380.111  (meters)    1247.08   (feet)  ADJUSTED  
 MB0390  ___________________________________________________________________
 MB0390  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 MB0390  DYNAMIC HT  -         379.940 (meters)    1246.52  (feet)  COMP
 MB0390  MODELED GRAV-     980,162.3   (mgal)                       NAVD 88
 MB0390
 MB0390  VERT ORDER  -  SECOND    CLASS 0
 MB0390
 MB0390.The horizontal coordinates were scaled from a topographic map and have
 MB0390.an estimated accuracy of +/- 6 seconds.
 MB0390
 MB0390.The orthometric height was determined by differential leveling
 MB0390.and adjusted by the National Geodetic Survey in June 1991..
 MB0390
 MB0390.The geoid height was determined by GEOID03.
 MB0390
 MB0390.The dynamic height is computed by dividing the NAVD 88
 MB0390.geopotential number by the normal gravity value computed on the
 MB0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0390.degrees latitude (g = 980.6199 gals.).
 MB0390
 MB0390.The modeled gravity was interpolated from observed gravity values.
 MB0390
 MB0390;                    North         East    Units  Estimated Accuracy
 MB0390;SPC PA N     -   117,360.      382,520.      MT  (+/- 180 meters Scaled)
 MB0390
 MB0390                          SUPERSEDED SURVEY CONTROL
 MB0390
 MB0390  NGVD 29 (??/??/92)  380.269  (m)         1247.60   (f) ADJ UNCH    2 0
 MB0390
 MB0390.Superseded values are not recommended for survey control.
 MB0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0390.See file dsdata.txt to determine how the superseded data were derived.
 MB0390
 MB0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF550605(NAD 83)
 MB0390_MARKER: DB = BENCH MARK DISK
 MB0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0390_STAMPING: L 223 1958
 MB0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0390+STABILITY: SURFACE MOTION
 MB0390
 MB0390  HISTORY     - Date     Condition        Report By
 MB0390  HISTORY     - 1958     MONUMENTED       CGS
 MB0390
 MB0390                          STATION DESCRIPTION
 MB0390
 MB0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MB0390'1.8 MI SE FROM GREENFIELD.
 MB0390'ABOUT 0.55 MILE SOUTH FROM THE CROSSROAD IN GREENFIELD, THENCE
 MB0390'EAST ON A GRAVELED ROAD 1.2 MILES.  2.0 FEET EAST OF A WITNESS
 MB0390'POST, 20.0 FEET SOUTH OF CENTER LINE OF ROAD, AND 44.0 FEET
 MB0390'SOUTHWEST OF CENTER OF THE CROSSROAD.  A DISK IN TOP OF A 12-INCH
 MB0390'CONCRETE POST PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1283 ***********************************************************************
 LY1283  DESIGNATION -  L 224
 LY1283  PID         -  LY1283
 LY1283  STATE/COUNTY-  PA/MONROE
 LY1283  USGS QUAD   -  MOUNT POCONO (1992)
 LY1283
 LY1283                         *CURRENT SURVEY CONTROL
 LY1283  ___________________________________________________________________
 LY1283* NAD 83(1986)-  41 00 42.     (N)    075 17 28.     (W)     SCALED    
 LY1283* NAVD 88     -       241.316  (meters)     791.72   (feet)  ADJUSTED  
 LY1283  ___________________________________________________________________
 LY1283  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 LY1283  DYNAMIC HT  -         241.203 (meters)     791.35  (feet)  COMP
 LY1283  MODELED GRAV-     980,150.7   (mgal)                       NAVD 88
 LY1283
 LY1283  VERT ORDER  -  SECOND    CLASS 0
 LY1283
 LY1283.The horizontal coordinates were scaled from a topographic map and have
 LY1283.an estimated accuracy of +/- 6 seconds.
 LY1283
 LY1283.The orthometric height was determined by differential leveling
 LY1283.and adjusted by the National Geodetic Survey in June 1991..
 LY1283
 LY1283.The geoid height was determined by GEOID03.
 LY1283
 LY1283.The dynamic height is computed by dividing the NAVD 88
 LY1283.geopotential number by the normal gravity value computed on the
 LY1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1283.degrees latitude (g = 980.6199 gals.).
 LY1283
 LY1283.The modeled gravity was interpolated from observed gravity values.
 LY1283
 LY1283;                    North         East    Units  Estimated Accuracy
 LY1283;SPC PA N     -    96,780.      806,810.      MT  (+/- 180 meters Scaled)
 LY1283
 LY1283                          SUPERSEDED SURVEY CONTROL
 LY1283
 LY1283  NGVD 29 (??/??/92)  241.497  (m)          792.31   (f) ADJ UNCH    2 0
 LY1283
 LY1283.Superseded values are not recommended for survey control.
 LY1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1283.See file dsdata.txt to determine how the superseded data were derived.
 LY1283
 LY1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL755400(NAD 83)
 LY1283_MARKER: DB = BENCH MARK DISK
 LY1283_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1283_SP_SET: ABUTMENT
 LY1283_STAMPING: L 224 1958
 LY1283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1283
 LY1283  HISTORY     - Date     Condition        Report By
 LY1283  HISTORY     - 1958     MONUMENTED       PADH
 LY1283  HISTORY     - 1958     GOOD             NGS
 LY1283
 LY1283                          STATION DESCRIPTION
 LY1283
 LY1283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LY1283'2.4 MI SE FROM TANNERSVILLE.
 LY1283'2.35 MILE SOUTH EAST ALONG U.S. 611 FROM THE SCHOOL HOUSE AT
 LY1283'TANNERSVILLE, ALSO 5.35 MILE NORTH WEST ALONG U.S. HIGHWAY 611
 LY1283'FROM THE JUNCTION OF U.S. HIGHWAY 611 AND STATE HIGHWAY 209 IN
 LY1283'STROUDSBURG, SET IN TOP, NORTH EAST END OF SOUTH EAST ABUTMENT OF
 LY1283'THE EAST WING WALL OF A 75 FOOT BRIDGE OVER A CREEK, 30 FEET
 LY1283'NORTH EAST OF THE CENTERLINE OF U.S. HIGHWAY 611 AND ABOUT LEVEL
 LY1283'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1301 ***********************************************************************
 LY1301  DESIGNATION -  L 225
 LY1301  PID         -  LY1301
 LY1301  STATE/COUNTY-  PA/MONROE
 LY1301  USGS QUAD   -  POCONO PINES (1997)
 LY1301
 LY1301                         *CURRENT SURVEY CONTROL
 LY1301  ___________________________________________________________________
 LY1301* NAD 83(1986)-  41 05 58.     (N)    075 24 48.     (W)     SCALED    
 LY1301* NAVD 88     -       569.401  (meters)    1868.11   (feet)  ADJUSTED  
 LY1301  ___________________________________________________________________
 LY1301  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 LY1301  DYNAMIC HT  -         569.114 (meters)    1867.17  (feet)  COMP
 LY1301  MODELED GRAV-     980,101.5   (mgal)                       NAVD 88
 LY1301
 LY1301  VERT ORDER  -  SECOND    CLASS 0
 LY1301
 LY1301.The horizontal coordinates were scaled from a topographic map and have
 LY1301.an estimated accuracy of +/- 6 seconds.
 LY1301
 LY1301.The orthometric height was determined by differential leveling
 LY1301.and adjusted by the National Geodetic Survey in June 1991..
 LY1301
 LY1301.The geoid height was determined by GEOID03.
 LY1301
 LY1301.The dynamic height is computed by dividing the NAVD 88
 LY1301.geopotential number by the normal gravity value computed on the
 LY1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1301.degrees latitude (g = 980.6199 gals.).
 LY1301
 LY1301.The modeled gravity was interpolated from observed gravity values.
 LY1301
 LY1301;                    North         East    Units  Estimated Accuracy
 LY1301;SPC PA N     -   106,240.      796,270.      MT  (+/- 180 meters Scaled)
 LY1301
 LY1301                          SUPERSEDED SURVEY CONTROL
 LY1301
 LY1301  NGVD 29 (??/??/92)  569.576  (m)         1868.68   (f) ADJ UNCH    2 0
 LY1301
 LY1301.Superseded values are not recommended for survey control.
 LY1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1301.See file dsdata.txt to determine how the superseded data were derived.
 LY1301
 LY1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL652498(NAD 83)
 LY1301_MARKER: DB = BENCH MARK DISK
 LY1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY1301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY1301_STAMPING: L 225 1958
 LY1301_MARK LOGO: CGS   
 LY1301_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LY1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1301+STABILITY: SURFACE MOTION
 LY1301
 LY1301  HISTORY     - Date     Condition        Report By
 LY1301  HISTORY     - 1958     MONUMENTED       CGS
 LY1301  HISTORY     - 19990701 POOR             PADT
 LY1301  HISTORY     - 20020710 MARK NOT FOUND   PADT
 LY1301
 LY1301                          STATION DESCRIPTION
 LY1301
 LY1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LY1301'7.2 MI NW FROM TANNERSVILLE.
 LY1301'7.15 MILE NORTH WEST ALONG COUNTY ROAD 45024 FROM THE SCHOOL
 LY1301'HOUSE AT TANNERSVILLE AT THE JUNCTION OF COUNTY ROADS 45024 AND
 LY1301'45040.  AT THE EAST CORNER OF THE JUNCTION, 18 FEET NORTH WEST
 LY1301'OF A 3 INCH PINE TREE, 9 FEET SOUTH EAST OF A POWER POLE NO. B
 LY1301'34591, ALSO 26 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD NO.
 LY1301'45040, AND 35 FEET NORTH EAST OF THE CENTER LINE OF COUNTY ROAD
 LY1301'NO. 45024 AND 1 FOOT ABOVE THE ROADS.
 LY1301
 LY1301                          STATION RECOVERY (1999)
 LY1301
 LY1301'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (SQ)
 LY1301'STATION WAS FOUND, BUT THE COMPLETE MONUMENT HAS BEEN REMOVED FROM
 LY1301'GROUND.  IT WAS FOUND -CONCRETE AND DISK- NEAR WHERE DESCRIBED.
 LY1301'APPEARS TO HAVE BEEN DAMAGED BY PLOW.
 LY1301
 LY1301                          STATION RECOVERY (2002)
 LY1301
 LY1301'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (SQ)
 LY1301'CONCRETE MONUMENT HAS BEEN KNOCKED OUT OF THE GROUND, POSSIBLY BY A
 LY1301'SNOW PLOW
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1579 ***********************************************************************
 KW1579  DESIGNATION -  L 226
 KW1579  PID         -  KW1579
 KW1579  STATE/COUNTY-  PA/MONTOUR
 KW1579  USGS QUAD   -  RIVERSIDE (1984)
 KW1579
 KW1579                         *CURRENT SURVEY CONTROL
 KW1579  ___________________________________________________________________
 KW1579* NAD 83(1986)-  40 59 20.     (N)    076 44 31.     (W)     SCALED    
 KW1579* NAVD 88     -       163.912  (meters)     537.77   (feet)  ADJUSTED  
 KW1579  ___________________________________________________________________
 KW1579  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 KW1579  DYNAMIC HT  -         163.841 (meters)     537.53  (feet)  COMP
 KW1579  MODELED GRAV-     980,186.3   (mgal)                       NAVD 88
 KW1579
 KW1579  VERT ORDER  -  SECOND    CLASS 0
 KW1579
 KW1579.The horizontal coordinates were scaled from a topographic map and have
 KW1579.an estimated accuracy of +/- 6 seconds.
 KW1579
 KW1579.The orthometric height was determined by differential leveling
 KW1579.and adjusted by the National Geodetic Survey in June 1991..
 KW1579
 KW1579.The geoid height was determined by GEOID03.
 KW1579
 KW1579.The dynamic height is computed by dividing the NAVD 88
 KW1579.geopotential number by the normal gravity value computed on the
 KW1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1579.degrees latitude (g = 980.6199 gals.).
 KW1579
 KW1579.The modeled gravity was interpolated from observed gravity values.
 KW1579
 KW1579;                    North         East    Units  Estimated Accuracy
 KW1579;SPC PA N     -    91,800.      684,820.      MT  (+/- 180 meters Scaled)
 KW1579
 KW1579                          SUPERSEDED SURVEY CONTROL
 KW1579
 KW1579  NGVD 29 (??/??/??)  164.138  (m)          538.51   (f) ADJUSTED    2 0
 KW1579
 KW1579.Superseded values are not recommended for survey control.
 KW1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1579.See file dsdata.txt to determine how the superseded data were derived.
 KW1579
 KW1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL534389(NAD 83)
 KW1579_MARKER: DB = BENCH MARK DISK
 KW1579_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1579_SP_SET: CULVERT
 KW1579_STAMPING: L 226 1959
 KW1579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1579
 KW1579  HISTORY     - Date     Condition        Report By
 KW1579  HISTORY     - 1959     MONUMENTED       CGS
 KW1579  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW1579
 KW1579                          STATION DESCRIPTION
 KW1579
 KW1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW1579'6.8 MI NW FROM DANVILLE.
 KW1579'1.6 MILE NORTHEAST ALONG STATE HIGHWAY NO 54 FROM THE 1ST
 KW1579'NATIONAL BANK OF DANVILLE, THENCE 4.35 MILE WEST ON STATE
 KW1579'HIGHWAY NO 45 THENCE 0.85 MILE WEST ON STATE HIGHWAY 642, SET IN
 KW1579'A U TYPE CULVERT AT A FARM LANE, SET IN TOP AND 1 1/2 FEET
 KW1579'SOUTH OF THE OF THE NORTH END OF THE WEST MOST PART OF THE
 KW1579'CULVERT, 15 FEET WEST OF THE CENTERLINE OF THE FARM DRIVE, 24
 KW1579'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND ABOUT 3 FEET
 KW1579'BELOW THE LEVEL OF THE HIGHWAY.
 KW1579
 KW1579                          STATION RECOVERY (1989)
 KW1579
 KW1579'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0177 ***********************************************************************
 LZ0177  DESIGNATION -  L 227
 LZ0177  PID         -  LZ0177
 LZ0177  STATE/COUNTY-  PA/COLUMBIA
 LZ0177  USGS QUAD   -  MIFFLINVILLE (1989)
 LZ0177
 LZ0177                         *CURRENT SURVEY CONTROL
 LZ0177  ___________________________________________________________________
 LZ0177* NAD 83(1986)-  41 01 14.     (N)    076 17 57.     (W)     SCALED    
 LZ0177* NAVD 88     -       198.035  (meters)     649.72   (feet)  ADJUSTED  
 LZ0177  ___________________________________________________________________
 LZ0177  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 LZ0177  DYNAMIC HT  -         197.952 (meters)     649.45  (feet)  COMP
 LZ0177  MODELED GRAV-     980,201.1   (mgal)                       NAVD 88
 LZ0177
 LZ0177  VERT ORDER  -  SECOND    CLASS 0
 LZ0177
 LZ0177.The horizontal coordinates were scaled from a topographic map and have
 LZ0177.an estimated accuracy of +/- 6 seconds.
 LZ0177
 LZ0177.The orthometric height was determined by differential leveling
 LZ0177.and adjusted by the National Geodetic Survey in June 1991..
 LZ0177
 LZ0177.The geoid height was determined by GEOID03.
 LZ0177
 LZ0177.The dynamic height is computed by dividing the NAVD 88
 LZ0177.geopotential number by the normal gravity value computed on the
 LZ0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0177.degrees latitude (g = 980.6199 gals.).
 LZ0177
 LZ0177.The modeled gravity was interpolated from observed gravity values.
 LZ0177
 LZ0177;                    North         East    Units  Estimated Accuracy
 LZ0177;SPC PA N     -    95,850.      722,020.      MT  (+/- 180 meters Scaled)
 LZ0177
 LZ0177                          SUPERSEDED SURVEY CONTROL
 LZ0177
 LZ0177  NGVD 29 (??/??/92)  198.249  (m)          650.42   (f) ADJ UNCH    2 0
 LZ0177
 LZ0177.Superseded values are not recommended for survey control.
 LZ0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0177.See file dsdata.txt to determine how the superseded data were derived.
 LZ0177
 LZ0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL907418(NAD 83)
 LZ0177_MARKER: DB = BENCH MARK DISK
 LZ0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0177_STAMPING: L 227 1959
 LZ0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0177+STABILITY: SURFACE MOTION
 LZ0177
 LZ0177  HISTORY     - Date     Condition        Report By
 LZ0177  HISTORY     - 1959     MONUMENTED       CGS
 LZ0177
 LZ0177                          STATION DESCRIPTION
 LZ0177
 LZ0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LZ0177'0.8 MI S FROM MIFFLINVILLE.
 LZ0177'ABOUT 0.85 MILE SOUTH ALONG A BLACKTOP ROAD FROM THE POST OFFICE
 LZ0177'AT MIFFLINVILLE, 134 FEET SOUTHEAST AND ACROSS THE ROAD FROM THE
 LZ0177'SOUTHEAST CORNER OF A BARN, 110 FEET NORTH AND ACROSS THE ROAD
 LZ0177'FROM THE NORTH CORNER OF A CONCRETE PORCH OF A TWO STORY FRAME
 LZ0177'HOME, 2 FEET EAST OF A POWER POLE, 103 FEET SOUTH OF THE Y JUNCTION
 LZ0177'OF TWO BLACKTOP ROADS, 20 FEET EAST OF THE CENTERLINE OF A
 LZ0177'BLACKTOP ROAD, AND 2 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0822 ***********************************************************************
 KX0822  DESIGNATION -  L 22.73
 KX0822  PID         -  KX0822
 KX0822  STATE/COUNTY-  PA/INDIANA
 KX0822  USGS QUAD   -  ERNEST (1973)
 KX0822
 KX0822                         *CURRENT SURVEY CONTROL
 KX0822  ___________________________________________________________________
 KX0822* NAD 83(1986)-  40 42 55.     (N)    079 07 54.     (W)     SCALED    
 KX0822* NAVD 88     -       331.14   (+/-2cm)    1086.4    (feet)  VERTCON   
 KX0822  ___________________________________________________________________
 KX0822  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 KX0822
 KX0822  VERT ORDER  -  ? (See Below)
 KX0822
 KX0822.The horizontal coordinates were scaled from a topographic map and have
 KX0822.an estimated accuracy of +/- 6 seconds.
 KX0822
 KX0822.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0822.The vertical order pertains to the NGVD 29 superseded value.
 KX0822
 KX0822.The geoid height was determined by GEOID03.
 KX0822
 KX0822;                    North         East    Units  Estimated Accuracy
 KX0822;SPC PA S     -   154,360.      483,260.      MT  (+/- 180 meters Scaled)
 KX0822
 KX0822                          SUPERSEDED SURVEY CONTROL
 KX0822
 KX0822  NGVD 29 (??/??/92)  331.324  (m)         1087.02   (f) ADJ UNCH    ?  
 KX0822
 KX0822.Superseded values are not recommended for survey control.
 KX0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0822.See file dsdata.txt to determine how the superseded data were derived.
 KX0822
 KX0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF578088(NAD 83)
 KX0822_MARKER: Z = SEE DESCRIPTION
 KX0822_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0822_SP_SET: BRIDGE
 KX0822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0822
 KX0822  HISTORY     - Date     Condition        Report By
 KX0822  HISTORY     - 1917     MONUMENTED       BORR
 KX0822
 KX0822                          STATION DESCRIPTION
 KX0822
 KX0822'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1917
 KX0822'3.1 MI SW FROM GAIBLETON.
 KX0822'ABOUT 3.1 MILES SOUTHWEST OF GAIBLETON ON BRIDGE L-22.73 ON
 KX0822'BRIDGE SEAT OF NORTH ABUTMENT, ON LEFT SIDE OF TRACK 1200+38.0.
 KX0822'A B.R. AND P. RY. STANDARD PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1535 ***********************************************************************
 LY1535  DESIGNATION -  L 228
 LY1535  PID         -  LY1535
 LY1535  STATE/COUNTY-  PA/LUZERNE
 LY1535  USGS QUAD   -  FREELAND (1984)
 LY1535
 LY1535                         *CURRENT SURVEY CONTROL
 LY1535  ___________________________________________________________________
 LY1535* NAD 83(1986)-  41 05 45.     (N)    075 52 29.     (W)     SCALED    
 LY1535* NAVD 88     -       359.752  (meters)    1180.29   (feet)  ADJUSTED  
 LY1535  ___________________________________________________________________
 LY1535  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 LY1535  DYNAMIC HT  -         359.586 (meters)    1179.74  (feet)  COMP
 LY1535  MODELED GRAV-     980,151.0   (mgal)                       NAVD 88
 LY1535
 LY1535  VERT ORDER  -  SECOND    CLASS 0
 LY1535
 LY1535.The horizontal coordinates were scaled from a topographic map and have
 LY1535.an estimated accuracy of +/- 6 seconds.
 LY1535
 LY1535.The orthometric height was determined by differential leveling
 LY1535.and adjusted by the National Geodetic Survey in June 1991..
 LY1535
 LY1535.The geoid height was determined by GEOID03.
 LY1535
 LY1535.The dynamic height is computed by dividing the NAVD 88
 LY1535.geopotential number by the normal gravity value computed on the
 LY1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1535.degrees latitude (g = 980.6199 gals.).
 LY1535
 LY1535.The modeled gravity was interpolated from observed gravity values.
 LY1535
 LY1535;                    North         East    Units  Estimated Accuracy
 LY1535;SPC PA N     -   104,890.      757,530.      MT  (+/- 180 meters Scaled)
 LY1535
 LY1535                          SUPERSEDED SURVEY CONTROL
 LY1535
 LY1535  NGVD 29 (??/??/92)  359.944  (m)         1180.92   (f) ADJ UNCH    2 0
 LY1535
 LY1535.Superseded values are not recommended for survey control.
 LY1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1535.See file dsdata.txt to determine how the superseded data were derived.
 LY1535
 LY1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL265497(NAD 83)
 LY1535_MARKER: DB = BENCH MARK DISK
 LY1535_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1535_SP_SET: CULVERT
 LY1535_STAMPING: L 228 1959
 LY1535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1535
 LY1535  HISTORY     - Date     Condition        Report By
 LY1535  HISTORY     - 1959     MONUMENTED       CGS
 LY1535
 LY1535                          STATION DESCRIPTION
 LY1535
 LY1535'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1535'7 MI NW FROM WHITE HAVEN.
 LY1535'4.75 MILE NORTH ALONG A BLACKTOP ROAD NO 40040 FROM THE
 LY1535'SCHOOL HOUSE IN WHITE HAVEN THENCE 2.20 MILE WEST ALONG A
 LY1535'BLACKTOP ROAD, SET IN TOP AND 1 FOOT NORTHWEST OF THE SOUTHEAST
 LY1535'END OF THE NORTHEAST HEADWALL OF A 6 FOOT CULVERT OVER A CREEK,
 LY1535'16 FEET SOUTHEAST OF THE CENTERLINE OF A BLACKTOP ROAD AND
 LY1535'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1399 ***********************************************************************
 LY1399  DESIGNATION -  L 229
 LY1399  PID         -  LY1399
 LY1399  STATE/COUNTY-  PA/LUZERNE
 LY1399  USGS QUAD   -  PITTSTON (1994)
 LY1399
 LY1399                         *CURRENT SURVEY CONTROL
 LY1399  ___________________________________________________________________
 LY1399* NAD 83(1986)-  41 18 49.     (N)    075 45 23.     (W)     SCALED    
 LY1399* NAVD 88     -       267.853  (meters)     878.78   (feet)  ADJUSTED  
 LY1399  ___________________________________________________________________
 LY1399  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 LY1399  DYNAMIC HT  -         267.746 (meters)     878.43  (feet)  COMP
 LY1399  MODELED GRAV-     980,216.3   (mgal)                       NAVD 88
 LY1399
 LY1399  VERT ORDER  -  SECOND    CLASS 0
 LY1399
 LY1399.The horizontal coordinates were scaled from a topographic map and have
 LY1399.an estimated accuracy of +/- 6 seconds.
 LY1399
 LY1399.The orthometric height was determined by differential leveling
 LY1399.and adjusted by the National Geodetic Survey in June 1991..
 LY1399
 LY1399.The geoid height was determined by GEOID03.
 LY1399
 LY1399.The dynamic height is computed by dividing the NAVD 88
 LY1399.geopotential number by the normal gravity value computed on the
 LY1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1399.degrees latitude (g = 980.6199 gals.).
 LY1399
 LY1399.The modeled gravity was interpolated from observed gravity values.
 LY1399
 LY1399;                    North         East    Units  Estimated Accuracy
 LY1399;SPC PA N     -   129,290.      766,910.      MT  (+/- 180 meters Scaled)
 LY1399
 LY1399                          SUPERSEDED SURVEY CONTROL
 LY1399
 LY1399  NGVD 29 (??/??/92)  268.037  (m)          879.38   (f) ADJ UNCH    2 0
 LY1399
 LY1399.Superseded values are not recommended for survey control.
 LY1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1399.See file dsdata.txt to determine how the superseded data were derived.
 LY1399
 LY1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL366738(NAD 83)
 LY1399_MARKER: DB = BENCH MARK DISK
 LY1399_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1399_SP_SET: WALL
 LY1399_STAMPING: L 229 1959
 LY1399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1399
 LY1399  HISTORY     - Date     Condition        Report By
 LY1399  HISTORY     - 1959     MONUMENTED       CGS
 LY1399  HISTORY     - 19940330 MARK NOT FOUND   LOCENG
 LY1399
 LY1399                          STATION DESCRIPTION
 LY1399
 LY1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1399'5.9 MI NE FROM WILKES BARRE.
 LY1399'5.90 MILES NORTH EAST ALONG STATE HY. 315 FROM THE JUNCTION OF
 LY1399'STATE HYS 315 AND 115 AT THE VETERANS HOSPITAL IN WILKES
 LY1399'BARRE, SET IN TOP AT WEST CORNER OF A 5 1/2 FT BY 2 1/2 FT
 LY1399'BACK-WALL FOR A ROAD DRAIN AT THE SOUTH WEST ENTRANCE ROAD TO THE
 LY1399'COMEFORD DRIVE-IN THEATRE, 0.35 MILE NORTH EAST OF PENNA.
 LY1399'TURNPIKE OVER-PASS, 40 FEET NORTH EAST OF THE CENTERLINE OF THE
 LY1399'ROAD TO THE MOVIE, 48 FEET NORTH WEST OF THE CENTERLINE OF
 LY1399'STATE HY. 315, ABOUT LEVEL WITH BOTH HIGHWAYS.
 LY1399
 LY1399                          STATION RECOVERY (1994)
 LY1399
 LY1399'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLM)
 LY1399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0244 ***********************************************************************
 LZ0244  DESIGNATION -  L 230
 LZ0244  PID         -  LZ0244
 LZ0244  STATE/COUNTY-  PA/LUZERNE
 LZ0244  USGS QUAD   -  SYBERTSVILLE (1989)
 LZ0244
 LZ0244                         *CURRENT SURVEY CONTROL
 LZ0244  ___________________________________________________________________
 LZ0244* NAD 83(1986)-  41 03 51.     (N)    076 00 39.     (W)     SCALED    
 LZ0244* NAVD 88     -       385.074  (meters)    1263.36   (feet)  ADJUSTED  
 LZ0244  ___________________________________________________________________
 LZ0244  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 LZ0244  DYNAMIC HT  -         384.905 (meters)    1262.81  (feet)  COMP
 LZ0244  MODELED GRAV-     980,173.2   (mgal)                       NAVD 88
 LZ0244
 LZ0244  VERT ORDER  -  SECOND    CLASS 0
 LZ0244
 LZ0244.The horizontal coordinates were scaled from a topographic map and have
 LZ0244.an estimated accuracy of +/- 6 seconds.
 LZ0244
 LZ0244.The orthometric height was determined by differential leveling
 LZ0244.and adjusted by the National Geodetic Survey in June 1991..
 LZ0244
 LZ0244.The geoid height was determined by GEOID03.
 LZ0244
 LZ0244.The dynamic height is computed by dividing the NAVD 88
 LZ0244.geopotential number by the normal gravity value computed on the
 LZ0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0244.degrees latitude (g = 980.6199 gals.).
 LZ0244
 LZ0244.The modeled gravity was interpolated from observed gravity values.
 LZ0244
 LZ0244;                    North         East    Units  Estimated Accuracy
 LZ0244;SPC PA N     -   101,140.      746,170.      MT  (+/- 180 meters Scaled)
 LZ0244
 LZ0244                          SUPERSEDED SURVEY CONTROL
 LZ0244
 LZ0244  NGVD 29 (??/??/92)  385.273  (m)         1264.02   (f) ADJ UNCH    2 0
 LZ0244
 LZ0244.Superseded values are not recommended for survey control.
 LZ0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0244.See file dsdata.txt to determine how the superseded data were derived.
 LZ0244
 LZ0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL150463(NAD 83)
 LZ0244_MARKER: DB = BENCH MARK DISK
 LZ0244_SETTING: 80 = SET IN A BOULDER
 LZ0244_SP_SET: BOULDER
 LZ0244_STAMPING: L 230 1959
 LZ0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0244+STABILITY: SURFACE MOTION
 LZ0244
 LZ0244  HISTORY     - Date     Condition        Report By
 LZ0244  HISTORY     - 1959     MONUMENTED       CGS
 LZ0244
 LZ0244                          STATION DESCRIPTION
 LZ0244
 LZ0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LZ0244'4.6 MI NE FROM ST JOHNS.
 LZ0244'ABOUT 0.25 MILE EAST ALONG BLACKTOP ROAD FROM THE ST. JOHNS
 LZ0244'LUTHERAN CHURCH IN ST. JOHNS THENCE 4.10 MILE NORTH ALONG
 LZ0244'BLACKTOP ROAD TO GRAVEL ROAD JUNCTION THENCE 0.20 MILE EAST
 LZ0244'ALONG GRAVEL ROAD, SET IN TOP AND 1 FOOT NORTH OF THE SOUTH END
 LZ0244'OF A 4 FOOT BY 3 FOOT BOULDER, PROJECTING ABOUT 3 FEET, 65 FEET
 LZ0244'SOUTH OF THE CENTERLINE OF T JUNCTION GRAVEL ROADS (SIDE ROAD
 LZ0244'IS NORTH), 24 FEET SOUTH OF THE CENTERLINE OF GRAVEL ROAD, ABOUT
 LZ0244'4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0311 ***********************************************************************
 KW0311  DESIGNATION -  L 231
 KW0311  PID         -  KW0311
 KW0311  STATE/COUNTY-  PA/LUZERNE
 KW0311  USGS QUAD   -  CONYNGHAM (1989)
 KW0311
 KW0311                         *CURRENT SURVEY CONTROL
 KW0311  ___________________________________________________________________
 KW0311* NAD 83(1986)-  40 59 48.     (N)    076 01 23.     (W)     SCALED    
 KW0311* NAVD 88     -       332.119  (meters)    1089.63   (feet)  ADJUSTED  
 KW0311  ___________________________________________________________________
 KW0311  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 KW0311  DYNAMIC HT  -         331.962 (meters)    1089.11  (feet)  COMP
 KW0311  MODELED GRAV-     980,140.1   (mgal)                       NAVD 88
 KW0311
 KW0311  VERT ORDER  -  SECOND    CLASS 0
 KW0311
 KW0311.The horizontal coordinates were scaled from a topographic map and have
 KW0311.an estimated accuracy of +/- 6 seconds.
 KW0311
 KW0311.The orthometric height was determined by differential leveling
 KW0311.and adjusted by the National Geodetic Survey in June 1991..
 KW0311
 KW0311.The geoid height was determined by GEOID03.
 KW0311
 KW0311.The dynamic height is computed by dividing the NAVD 88
 KW0311.geopotential number by the normal gravity value computed on the
 KW0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0311.degrees latitude (g = 980.6199 gals.).
 KW0311
 KW0311.The modeled gravity was interpolated from observed gravity values.
 KW0311
 KW0311;                    North         East    Units  Estimated Accuracy
 KW0311;SPC PA N     -    93,620.      745,290.      MT  (+/- 180 meters Scaled)
 KW0311
 KW0311                          SUPERSEDED SURVEY CONTROL
 KW0311
 KW0311  NGVD 29 (??/??/??)  332.314  (m)         1090.27   (f) ADJUSTED    2 0
 KW0311
 KW0311.Superseded values are not recommended for survey control.
 KW0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0311.See file dsdata.txt to determine how the superseded data were derived.
 KW0311
 KW0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL139388(NAD 83)
 KW0311_MARKER: DB = BENCH MARK DISK
 KW0311_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0311_SP_SET: CATCH BASIN
 KW0311_STAMPING: L 231 1959
 KW0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0311
 KW0311  HISTORY     - Date     Condition        Report By
 KW0311  HISTORY     - 1959     MONUMENTED       CGS
 KW0311
 KW0311                          STATION DESCRIPTION
 KW0311
 KW0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW0311'2.2 MI SE FROM CONYNGHAM.
 KW0311'ABOUT 0.55 MILE SOUTH EAST ALONG MAIN STREET FROM THE CONYNGHAM
 KW0311'NATIONAL BANK IN CONYNGHAM TO THE JUNCTION OF MAIN ST. AND WALNUT
 KW0311'AVE. THENCE 1.50 MILE EAST ALONG BLACKTOP ROAD (WALNUT AVE.), SET
 KW0311'IN TOP CENTER OF THE NORTH EAST SIDE OF A 3 1/2 FOOT BY 3 1/2
 KW0311'FOOT CATCH BASIN, 2 1/2 FEET NORTH WEST OF THE SOUTH EAST SIDE,
 KW0311'15 FEET NORTH WEST OF THE CENTERLINE OF THE ROAD, 14 FEET SOUTH
 KW0311'EAST OF THE SOUTH CORNER OF A BARN, ABOUT 6 INCHES BELOW THE LEVEL
 KW0311'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0322 ***********************************************************************
 KW0322  DESIGNATION -  L 232
 KW0322  PID         -  KW0322
 KW0322  STATE/COUNTY-  PA/LUZERNE
 KW0322  USGS QUAD   -  CONYNGHAM (1989)
 KW0322
 KW0322                         *CURRENT SURVEY CONTROL
 KW0322  ___________________________________________________________________
 KW0322* NAD 83(1986)-  40 56 50.     (N)    076 00 46.     (W)     SCALED    
 KW0322* NAVD 88     -       518.333  (meters)    1700.56   (feet)  ADJUSTED  
 KW0322  ___________________________________________________________________
 KW0322  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 KW0322  DYNAMIC HT  -         518.076 (meters)    1699.72  (feet)  COMP
 KW0322  MODELED GRAV-     980,110.8   (mgal)                       NAVD 88
 KW0322
 KW0322  VERT ORDER  -  SECOND    CLASS 0
 KW0322
 KW0322.The horizontal coordinates were scaled from a topographic map and have
 KW0322.an estimated accuracy of +/- 6 seconds.
 KW0322
 KW0322.The orthometric height was determined by differential leveling
 KW0322.and adjusted by the National Geodetic Survey in June 1991..
 KW0322
 KW0322.The geoid height was determined by GEOID03.
 KW0322
 KW0322.The dynamic height is computed by dividing the NAVD 88
 KW0322.geopotential number by the normal gravity value computed on the
 KW0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0322.degrees latitude (g = 980.6199 gals.).
 KW0322
 KW0322.The modeled gravity was interpolated from observed gravity values.
 KW0322
 KW0322;                    North         East    Units  Estimated Accuracy
 KW0322;SPC PA N     -    88,150.      746,270.      MT  (+/- 180 meters Scaled)
 KW0322
 KW0322                          SUPERSEDED SURVEY CONTROL
 KW0322
 KW0322  NGVD 29 (??/??/??)  518.521  (m)         1701.18   (f) ADJUSTED    2 0
 KW0322
 KW0322.Superseded values are not recommended for survey control.
 KW0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0322.See file dsdata.txt to determine how the superseded data were derived.
 KW0322
 KW0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL147333(NAD 83)
 KW0322_MARKER: DB = BENCH MARK DISK
 KW0322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0322_SP_SET: CULVERT
 KW0322_STAMPING: L 232 1959
 KW0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0322
 KW0322  HISTORY     - Date     Condition        Report By
 KW0322  HISTORY     - 1959     MONUMENTED       CGS
 KW0322
 KW0322                          STATION DESCRIPTION
 KW0322
 KW0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW0322'1.5 MI SW FROM WEST HAZLETON.
 KW0322'ABOUT 1.50 MILE SOUTH THENCE SOUTH WEST ALONG STATE HY. 924 FROM
 KW0322'THE MINERS BANK IN WEST HAZLETON, SET IN TOP CENTER OF A HEADWALL
 KW0322'FOR A 2 FOOT PIPE CULVERT, 2 1/2 FEET NORTH EAST OF THE SOUTH WEST
 KW0322'END, ABOUT 100 YARDS SOUTH-SOUTH WEST AND ACROSS THE HIGHWAY
 KW0322'FROM A CONCRETE BLOCK BUILDING, 30 FEET SOUTH EAST OF THE
 KW0322'CENTERLINE OF STATE HY. 924, ABOUT 4 FEET BELOW THE LEVEL OF THE
 KW0322'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1617 ***********************************************************************
 LY1617  DESIGNATION -  L 233
 LY1617  PID         -  LY1617
 LY1617  STATE/COUNTY-  PA/LACKAWANNA
 LY1617  USGS QUAD   -  MOSCOW (1976)
 LY1617
 LY1617                         *CURRENT SURVEY CONTROL
 LY1617  ___________________________________________________________________
 LY1617* NAD 83(1986)-  41 21 11.     (N)    075 30 10.     (W)     SCALED    
 LY1617* NAVD 88     -       518.403  (meters)    1700.79   (feet)  ADJUSTED  
 LY1617  ___________________________________________________________________
 LY1617  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 LY1617  DYNAMIC HT  -         518.171 (meters)    1700.03  (feet)  COMP
 LY1617  MODELED GRAV-     980,159.9   (mgal)                       NAVD 88
 LY1617
 LY1617  VERT ORDER  -  SECOND    CLASS 0
 LY1617
 LY1617.The horizontal coordinates were scaled from a topographic map and have
 LY1617.an estimated accuracy of +/- 6 seconds.
 LY1617
 LY1617.The orthometric height was determined by differential leveling
 LY1617.and adjusted by the National Geodetic Survey in June 1991..
 LY1617
 LY1617.The geoid height was determined by GEOID03.
 LY1617
 LY1617.The dynamic height is computed by dividing the NAVD 88
 LY1617.geopotential number by the normal gravity value computed on the
 LY1617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1617.degrees latitude (g = 980.6199 gals.).
 LY1617
 LY1617.The modeled gravity was interpolated from observed gravity values.
 LY1617
 LY1617;                    North         East    Units  Estimated Accuracy
 LY1617;SPC PA N     -   134,190.      788,030.      MT  (+/- 180 meters Scaled)
 LY1617
 LY1617                          SUPERSEDED SURVEY CONTROL
 LY1617
 LY1617  NGVD 29 (??/??/92)  518.624  (m)         1701.52   (f) ADJ UNCH    2 0
 LY1617
 LY1617.Superseded values are not recommended for survey control.
 LY1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1617.See file dsdata.txt to determine how the superseded data were derived.
 LY1617
 LY1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL579780(NAD 83)
 LY1617_MARKER: DB = BENCH MARK DISK
 LY1617_SETTING: 80 = SET IN A BOULDER
 LY1617_SP_SET: BOULDER
 LY1617_STAMPING: L 233 1959
 LY1617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1617+STABILITY: SURFACE MOTION
 LY1617
 LY1617  HISTORY     - Date     Condition        Report By
 LY1617  HISTORY     - 1959     MONUMENTED       CGS
 LY1617
 LY1617                          STATION DESCRIPTION
 LY1617
 LY1617'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1617'1.4 MI NE FROM MOSCOW.
 LY1617'1.47 MILE NORTH EAST ALONG COUNTY ROAD 35005 FROM THE RAILROAD
 LY1617'STATION IN MOSCOW, SET IN TOP CENTER OF A 3 FOOT BY 4 FOOT
 LY1617'BOULDER PROJECTING 1 FOOT ABOVE THE GROUND LOCATED IN A FIELD,
 LY1617'39 FEET SOUTH EAST OF THE CENTERLINE OF BLACK TOP ROAD, 21 FEET
 LY1617'SOUTH OF A 14 INCH MAPLE TREE, 45 FEET SOUTH OF A STONE CULVERT,
 LY1617'12 FEET SOUTH EAST OF A WIRE FENCE, ABOUT 1 FOOT ABOVE THE
 LY1617'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1177 ***********************************************************************
 LY1177  DESIGNATION -  L 234
 LY1177  PID         -  LY1177
 LY1177  STATE/COUNTY-  PA/PIKE
 LY1177  USGS QUAD   -  NEWFOUNDLAND (1992)
 LY1177
 LY1177                         *CURRENT SURVEY CONTROL
 LY1177  ___________________________________________________________________
 LY1177* NAD 83(1986)-  41 19 56.     (N)    075 16 01.     (W)     SCALED    
 LY1177* NAVD 88     -       526.258  (meters)    1726.56   (feet)  ADJUSTED  
 LY1177  ___________________________________________________________________
 LY1177  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 LY1177  DYNAMIC HT  -         526.011 (meters)    1725.75  (feet)  COMP
 LY1177  MODELED GRAV-     980,138.1   (mgal)                       NAVD 88
 LY1177
 LY1177  VERT ORDER  -  SECOND    CLASS 0
 LY1177
 LY1177.The horizontal coordinates were scaled from a topographic map and have
 LY1177.an estimated accuracy of +/- 6 seconds.
 LY1177
 LY1177.The orthometric height was determined by differential leveling
 LY1177.and adjusted by the National Geodetic Survey in June 1991..
 LY1177
 LY1177.The geoid height was determined by GEOID03.
 LY1177
 LY1177.The dynamic height is computed by dividing the NAVD 88
 LY1177.geopotential number by the normal gravity value computed on the
 LY1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1177.degrees latitude (g = 980.6199 gals.).
 LY1177
 LY1177.The modeled gravity was interpolated from observed gravity values.
 LY1177
 LY1177;                    North         East    Units  Estimated Accuracy
 LY1177;SPC PA N     -   132,420.      807,820.      MT  (+/- 180 meters Scaled)
 LY1177
 LY1177                          SUPERSEDED SURVEY CONTROL
 LY1177
 LY1177  NGVD 29 (??/??/92)  526.450  (m)         1727.19   (f) ADJ UNCH    2 0
 LY1177
 LY1177.Superseded values are not recommended for survey control.
 LY1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1177.See file dsdata.txt to determine how the superseded data were derived.
 LY1177
 LY1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL776756(NAD 83)
 LY1177_MARKER: DB = BENCH MARK DISK
 LY1177_SETTING: 80 = SET IN A BOULDER
 LY1177_SP_SET: BOULDER
 LY1177_STAMPING: L 234 1959
 LY1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1177+STABILITY: SURFACE MOTION
 LY1177
 LY1177  HISTORY     - Date     Condition        Report By
 LY1177  HISTORY     - 1959     MONUMENTED       CGS
 LY1177
 LY1177                          STATION DESCRIPTION
 LY1177
 LY1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1177'2.5 MI E FROM GREENTOWN.
 LY1177'1.25 MILE EAST ON BLACKTOP ROAD FROM A THREE-STORY CONCRETE BLOCK
 LY1177'BUILDING IN GREENTOWN TO A GRAVEL ROAD JUNCTION CONTINUE EAST
 LY1177'ON GRAVEL ROAD FOR 0.10 MILE TO A TRIANGLE ROAD JUNCTION CONTINUE
 LY1177'1.15 MILE ON GRAVEL ROAD, SET IN TOP AND 3 FEET SOUTH OF THE
 LY1177'NORTH EDGE OF A 9 FOOT BY 7 FOOT BOULDER IN THE NORTH EAST CORNER
 LY1177'OF A YARD, 15 FEET WEST OF THE CENTERLINE OF THE ROAD, 42 FEET
 LY1177'NORTH EAST OF THE NORTH EAST CORNER OF A HOUSE, 15 FEET SOUTH
 LY1177'OF A PINE TREE, 13 FEET NORTH OF A MAPLE TREE, ABOUT 2 FEET
 LY1177'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1228 ***********************************************************************
 LY1228  DESIGNATION -  L 235
 LY1228  PID         -  LY1228
 LY1228  STATE/COUNTY-  PA/PIKE
 LY1228  USGS QUAD   -  HAWLEY (1994)
 LY1228
 LY1228                         *CURRENT SURVEY CONTROL
 LY1228  ___________________________________________________________________
 LY1228* NAD 83(1986)-  41 23 30.     (N)    075 08 02.     (W)     SCALED    
 LY1228* NAVD 88     -       463.020  (meters)    1519.09   (feet)  ADJUSTED  
 LY1228  ___________________________________________________________________
 LY1228  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 LY1228  DYNAMIC HT  -         462.810 (meters)    1518.40  (feet)  COMP
 LY1228  MODELED GRAV-     980,155.6   (mgal)                       NAVD 88
 LY1228
 LY1228  VERT ORDER  -  SECOND    CLASS 0
 LY1228
 LY1228.The horizontal coordinates were scaled from a topographic map and have
 LY1228.an estimated accuracy of +/- 6 seconds.
 LY1228
 LY1228.The orthometric height was determined by differential leveling
 LY1228.and adjusted by the National Geodetic Survey in June 1991..
 LY1228
 LY1228.The geoid height was determined by GEOID03.
 LY1228
 LY1228.The dynamic height is computed by dividing the NAVD 88
 LY1228.geopotential number by the normal gravity value computed on the
 LY1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1228.degrees latitude (g = 980.6199 gals.).
 LY1228
 LY1228.The modeled gravity was interpolated from observed gravity values.
 LY1228
 LY1228;                    North         East    Units  Estimated Accuracy
 LY1228;SPC PA N     -   139,350.      818,760.      MT  (+/- 180 meters Scaled)
 LY1228
 LY1228                          SUPERSEDED SURVEY CONTROL
 LY1228
 LY1228  NGVD 29 (??/??/92)  463.197  (m)         1519.67   (f) ADJ UNCH    2 0
 LY1228
 LY1228.Superseded values are not recommended for survey control.
 LY1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1228.See file dsdata.txt to determine how the superseded data were derived.
 LY1228
 LY1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL888822(NAD 83)
 LY1228_MARKER: DB = BENCH MARK DISK
 LY1228_SETTING: 80 = SET IN A BOULDER
 LY1228_SP_SET: BOULDER
 LY1228_STAMPING: L 235 1959
 LY1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1228+STABILITY: SURFACE MOTION
 LY1228
 LY1228  HISTORY     - Date     Condition        Report By
 LY1228  HISTORY     - 1959     MONUMENTED       CGS
 LY1228
 LY1228                          STATION DESCRIPTION
 LY1228
 LY1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1228'7.1 MI SE FROM HAWLEY.
 LY1228'4.4 MILE SOUTHEAST ALONG U.S. HIGHWAY NO 6 FROM HAWLEY TO THE
 LY1228'JUNCTION OF STATE HIGHWAY 402, THENCE 2.7 MILE SOUTH ALONG STATE
 LY1228'HIGHWAY 402, SET IN TOP AND 2 FEET NORTH OF THE SOUTH END OF A
 LY1228'7 FOOT BY 4 FOOT BY 2 FOOT BOULDER, 72 FEET SOUTH OF THE
 LY1228'CENTERLINE OF A GRAVEL ROAD EAST WITH A SIGN LAKE SHORE DRIVE
 LY1228'R 402-2, 57 FEET EAST AND 1 FOOT BELOW THE CENTER LINE OF STATE
 LY1228'HIGHWAY 402.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0655 ***********************************************************************
 LY0655  DESIGNATION -  L 236
 LY0655  PID         -  LY0655
 LY0655  STATE/COUNTY-  PA/PIKE
 LY0655  USGS QUAD   -  EDGEMERE (1992)
 LY0655
 LY0655                         *CURRENT SURVEY CONTROL
 LY0655  ___________________________________________________________________
 LY0655* NAD 83(1986)-  41 22 06.     (N)    074 55 25.     (W)     SCALED    
 LY0655* NAVD 88     -       424.493  (meters)    1392.69   (feet)  ADJUSTED  
 LY0655  ___________________________________________________________________
 LY0655  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 LY0655  DYNAMIC HT  -         424.300 (meters)    1392.06  (feet)  COMP
 LY0655  MODELED GRAV-     980,154.7   (mgal)                       NAVD 88
 LY0655
 LY0655  VERT ORDER  -  SECOND    CLASS 0
 LY0655
 LY0655.The horizontal coordinates were scaled from a topographic map and have
 LY0655.an estimated accuracy of +/- 6 seconds.
 LY0655
 LY0655.The orthometric height was determined by differential leveling
 LY0655.and adjusted by the National Geodetic Survey in June 1991..
 LY0655
 LY0655.The geoid height was determined by GEOID03.
 LY0655
 LY0655.The dynamic height is computed by dividing the NAVD 88
 LY0655.geopotential number by the normal gravity value computed on the
 LY0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0655.degrees latitude (g = 980.6199 gals.).
 LY0655
 LY0655.The modeled gravity was interpolated from observed gravity values.
 LY0655
 LY0655;                    North         East    Units  Estimated Accuracy
 LY0655;SPC PA N     -   137,310.      836,420.      MT  (+/- 180 meters Scaled)
 LY0655
 LY0655                          SUPERSEDED SURVEY CONTROL
 LY0655
 LY0655  NGVD 29 (??/??/92)  424.664  (m)         1393.25   (f) ADJ UNCH    2 0
 LY0655
 LY0655.Superseded values are not recommended for survey control.
 LY0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0655.See file dsdata.txt to determine how the superseded data were derived.
 LY0655
 LY0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL063796(NAD 83)
 LY0655_MARKER: DB = BENCH MARK DISK
 LY0655_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY0655_SP_SET: CATCH BASIN
 LY0655_STAMPING: L 236 1959
 LY0655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY0655
 LY0655  HISTORY     - Date     Condition        Report By
 LY0655  HISTORY     - 1959     MONUMENTED       CGS
 LY0655
 LY0655                          STATION DESCRIPTION
 LY0655
 LY0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY0655'7.6 MI NW FROM MILFORD.
 LY0655'0.20 MILE SOUTH WEST ALONG U.S. 6 (HIGH ST.) FROM THE COURT HOUSE
 LY0655'IN MILFORD THENCE 7.35 MILE NORTH WEST ALONG U.S. 6 (HARTFORD ST.)
 LY0655'TO THE RED BROOK CABINS AND RESTAURANT, SET IN THE TOP CENTER OF
 LY0655'A BACKWALL OF A 5 1/2 FOOT BY 2 1/2 FOOT CATCH BASIN, 27 FEET
 LY0655'SOUTH WEST OF THE CENTERLINE OF U.S. 6, 8 FEET NORTH WEST OF
 LY0655'POWER POLE NO. DG 832, ABOUT 50 YARDS NORTH WEST OF THE RED
 LY0655'BROOK CABINS AND RESTAURANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1160 ***********************************************************************
 LY1160  DESIGNATION -  L 237
 LY1160  PID         -  LY1160
 LY1160  STATE/COUNTY-  PA/PIKE
 LY1160  USGS QUAD   -  PROMISED LAND (1997)
 LY1160
 LY1160                         *CURRENT SURVEY CONTROL
 LY1160  ___________________________________________________________________
 LY1160* NAD 83(1986)-  41 19 15.     (N)    075 10 27.     (W)     SCALED    
 LY1160* NAVD 88     -       572.159  (meters)    1877.16   (feet)  ADJUSTED  
 LY1160  ___________________________________________________________________
 LY1160  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 LY1160  DYNAMIC HT  -         571.892 (meters)    1876.28  (feet)  COMP
 LY1160  MODELED GRAV-     980,137.1   (mgal)                       NAVD 88
 LY1160
 LY1160  VERT ORDER  -  SECOND    CLASS 0
 LY1160
 LY1160.The horizontal coordinates were scaled from a topographic map and have
 LY1160.an estimated accuracy of +/- 6 seconds.
 LY1160
 LY1160.The orthometric height was determined by differential leveling
 LY1160.and adjusted by the National Geodetic Survey in June 1991..
 LY1160
 LY1160.The geoid height was determined by GEOID03.
 LY1160
 LY1160.The dynamic height is computed by dividing the NAVD 88
 LY1160.geopotential number by the normal gravity value computed on the
 LY1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1160.degrees latitude (g = 980.6199 gals.).
 LY1160
 LY1160.The modeled gravity was interpolated from observed gravity values.
 LY1160
 LY1160;                    North         East    Units  Estimated Accuracy
 LY1160;SPC PA N     -   131,380.      815,620.      MT  (+/- 180 meters Scaled)
 LY1160
 LY1160                          SUPERSEDED SURVEY CONTROL
 LY1160
 LY1160  NGVD 29 (??/??/92)  572.343  (m)         1877.76   (f) ADJ UNCH    2 0
 LY1160
 LY1160.Superseded values are not recommended for survey control.
 LY1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1160.See file dsdata.txt to determine how the superseded data were derived.
 LY1160
 LY1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL854743(NAD 83)
 LY1160_MARKER: DB = BENCH MARK DISK
 LY1160_SETTING: 80 = SET IN A BOULDER
 LY1160_SP_SET: BOULDER
 LY1160_STAMPING: L237 1959
 LY1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1160+STABILITY: SURFACE MOTION
 LY1160
 LY1160  HISTORY     - Date     Condition        Report By
 LY1160  HISTORY     - 1959     MONUMENTED       CGS
 LY1160  HISTORY     - 20031227 GOOD             INDIV
 LY1160
 LY1160                          STATION DESCRIPTION
 LY1160
 LY1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 LY1160'2.2 MI NE FROM PROMISED LAND.
 LY1160'0.35 MILE NORTH ALONG STATE 390 FROM THE PROMISED LAND STATE
 LY1160'RANGER HEADQUARTERS THENCE 0.20 MILE EAST ON NORTH SHORE RD.
 LY1160'THENCE 1.65 MILE NORTH EAST ON ROCK OAK TRAIL (GAME TRAIL NO. 1)
 LY1160'(PAST PROMISE STATION) AND OLD TELEPHONE LINE TO TRAIL JUNCTION,
 LY1160'SET IN TOP OF 6 FOOT BY 3 FOOT BY 2 1/2 FOOT BOULDER, SOUTH WEST
 LY1160'OF THE JUNCTION OF TRAILS, 16 FEET WEST OF THE NORTH-SOUTH TRAIL,
 LY1160'SOUTH WEST OF THE NORTH WEST-SOUTH EAST TRAIL, 30 FEET SOUTH
 LY1160'WEST OF SIGN (BRUCE LAKE TRAIL).
 LY1160
 LY1160                          STATION RECOVERY (2003)
 LY1160
 LY1160'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JKM)
 LY1160' 
 LY1160'STATION MARK RECOVERED IN GOOD CONDITION. THE MARK IS SET IN THE TOP
 LY1160'OF AN OUTCROPPING BOULDER AT THE INTERSECTION OF TELEPHONE TRAIL AND
 LY1160'BRUCE LAKE TRAIL, AT TRAIL MARKER 76.  IT IS 23 FEET (7 METERS)
 LY1160'SOUTHWEST OF TELEPHONE TRAIL, 17 FEET (5.2 METERS) NORTHWEST OF BRUCE
 LY1160'LAKE TRAIL, AND 40 FEET (12.2 METERS) SOUTHWEST OF A TREE WITH SIGN
 LY1160''BRUCE LAKE TRAIL'.
 LY1160' 
 LY1160'AUTONOMOUS (NON-CORRECTED) HANDHELD GPS COORDINATES FOR THE STATION
 LY1160'ARE 41 19 17.82(N) 075 10 23.94(W).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0540 ***********************************************************************
 MA0540  DESIGNATION -  L 238
 MA0540  PID         -  MA0540
 MA0540  STATE/COUNTY-  PA/CLEARFIELD
 MA0540  USGS QUAD   -  PENFIELD (1993)
 MA0540
 MA0540                         *CURRENT SURVEY CONTROL
 MA0540  ___________________________________________________________________
 MA0540* NAD 83(1986)-  41 08 53.     (N)    078 34 20.     (W)     SCALED    
 MA0540* NAVD 88     -       531.279  (meters)    1743.04   (feet)  ADJUSTED  
 MA0540  ___________________________________________________________________
 MA0540  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 MA0540  DYNAMIC HT  -         531.015 (meters)    1742.17  (feet)  COMP
 MA0540  MODELED GRAV-     980,108.4   (mgal)                       NAVD 88
 MA0540
 MA0540  VERT ORDER  -  SECOND    CLASS 0
 MA0540
 MA0540.The horizontal coordinates were scaled from a topographic map and have
 MA0540.an estimated accuracy of +/- 6 seconds.
 MA0540
 MA0540.The orthometric height was determined by differential leveling
 MA0540.and adjusted by the National Geodetic Survey in June 1991..
 MA0540
 MA0540.The geoid height was determined by GEOID03.
 MA0540
 MA0540.The dynamic height is computed by dividing the NAVD 88
 MA0540.geopotential number by the normal gravity value computed on the
 MA0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0540.degrees latitude (g = 980.6199 gals.).
 MA0540
 MA0540.The modeled gravity was interpolated from observed gravity values.
 MA0540
 MA0540;                    North         East    Units  Estimated Accuracy
 MA0540;SPC PA N     -   109,310.      530,980.      MT  (+/- 180 meters Scaled)
 MA0540
 MA0540                          SUPERSEDED SURVEY CONTROL
 MA0540
 MA0540  NGVD 29 (??/??/92)  531.405  (m)         1743.45   (f) ADJ UNCH    2 0
 MA0540
 MA0540.Superseded values are not recommended for survey control.
 MA0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0540.See file dsdata.txt to determine how the superseded data were derived.
 MA0540
 MA0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF037580(NAD 83)
 MA0540_MARKER: DB = BENCH MARK DISK
 MA0540_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0540_SP_SET: CULVERT
 MA0540_STAMPING: L 238 1959
 MA0540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0540
 MA0540  HISTORY     - Date     Condition        Report By
 MA0540  HISTORY     - 1959     MONUMENTED       CGS
 MA0540
 MA0540                          STATION DESCRIPTION
 MA0540
 MA0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA0540'12.5 MI SE FROM DU BOIS.
 MA0540'7.3 MILE SOUTH EAST OF THE CITY OF DU BOIS TO THE Y JUNCTION OF
 MA0540'TWO BLACKTOP ROADS AT THE NORTH WEST END OF THE CITY RESERVOIR
 MA0540'THENCE 5.2 MILES NORTH ALONG THE BLACKTOP ROAD ON THE NORTH EAST
 MA0540'SIDE OF THE RESERVOIR TO A GRAVEL ROAD SOUTH, SET IN A CULVERT,
 MA0540'141 FEET WEST OF A POWER LINE POLE, 233 FEET EAST OF A POWER LINE
 MA0540'POLE, 74 FEET NORTH EAST OF JUNCTION OF STATE ROAD 17092 AND FIRE
 MA0540'ROAD, 13 FEET NORTH OF THE CENTERLINE OF STATE ROAD 17092,
 MA0540'ABOUT LEVEL WITH 17092.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0273 ***********************************************************************
 MA0273  DESIGNATION -  L 239
 MA0273  PID         -  MA0273
 MA0273  STATE/COUNTY-  PA/CLEARFIELD
 MA0273  USGS QUAD   -  LECONTES MILLS (1986)
 MA0273
 MA0273                         *CURRENT SURVEY CONTROL
 MA0273  ___________________________________________________________________
 MA0273* NAD 83(1986)-  41 01 46.     (N)    078 20 33.     (W)     SCALED    
 MA0273* NAVD 88     -       430.675  (meters)    1412.97   (feet)  ADJUSTED  
 MA0273  ___________________________________________________________________
 MA0273  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 MA0273  DYNAMIC HT  -         430.460 (meters)    1412.27  (feet)  COMP
 MA0273  MODELED GRAV-     980,113.1   (mgal)                       NAVD 88
 MA0273
 MA0273  VERT ORDER  -  SECOND    CLASS 0
 MA0273
 MA0273.The horizontal coordinates were scaled from a topographic map and have
 MA0273.an estimated accuracy of +/- 6 seconds.
 MA0273
 MA0273.The orthometric height was determined by differential leveling
 MA0273.and adjusted by the National Geodetic Survey in June 1991..
 MA0273
 MA0273.The geoid height was determined by GEOID03.
 MA0273
 MA0273.The dynamic height is computed by dividing the NAVD 88
 MA0273.geopotential number by the normal gravity value computed on the
 MA0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0273.degrees latitude (g = 980.6199 gals.).
 MA0273
 MA0273.The modeled gravity was interpolated from observed gravity values.
 MA0273
 MA0273;                    North         East    Units  Estimated Accuracy
 MA0273;SPC PA N     -    95,990.      550,170.      MT  (+/- 180 meters Scaled)
 MA0273
 MA0273                          SUPERSEDED SURVEY CONTROL
 MA0273
 MA0273  NGVD 29 (??/??/92)  430.822  (m)         1413.46   (f) ADJ UNCH    2 0
 MA0273
 MA0273.Superseded values are not recommended for survey control.
 MA0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0273.See file dsdata.txt to determine how the superseded data were derived.
 MA0273
 MA0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF234454(NAD 83)
 MA0273_MARKER: DB = BENCH MARK DISK
 MA0273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0273_SP_SET: CULVERT
 MA0273_STAMPING: L 239 1959
 MA0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0273
 MA0273  HISTORY     - Date     Condition        Report By
 MA0273  HISTORY     - 1959     MONUMENTED       CGS
 MA0273
 MA0273                          STATION DESCRIPTION
 MA0273
 MA0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MA0273'7.1 MI E FROM CLEARFIELD.
 MA0273'4.0 MILE SOUTHEAST ALONG U.S. HIGHWAY 322 FROM THE POST OFFICE
 MA0273'AT CLEARFIELD, THENCE 3.1 MILE EAST ON COUNTY ROAD 17053, SET
 MA0273'IN TOP CENTER OF THE NORTHWEST HEADWALL FOR A 1 1/2 FOOT PIPE
 MA0273'CULVERT UNDER THE HIGHWAY, ABOUT 200 YARDS NORTHWEST OF A CHURCH,
 MA0273'100 YARDS SOUTHWEST OF A Y BLACKTOP ROAD JUNCTION, 44 FEET
 MA0273'NORTHWEST AND ABOUT 15 FEET BELOW THE LEVEL OF THE BLACKTOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0721 ***********************************************************************
 KX0721  DESIGNATION -  L 24
 KX0721  PID         -  KX0721
 KX0721  STATE/COUNTY-  PA/CAMBRIA
 KX0721  USGS QUAD   -  HASTINGS (1994)
 KX0721
 KX0721                         *CURRENT SURVEY CONTROL
 KX0721  ___________________________________________________________________
 KX0721* NAD 83(1986)-  40 37 54.     (N)    078 38 52.     (W)     SCALED    
 KX0721* NAVD 88     -       528.186  (meters)    1732.89   (feet)  ADJUSTED  
 KX0721  ___________________________________________________________________
 KX0721  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KX0721  DYNAMIC HT  -         527.902 (meters)    1731.96  (feet)  COMP
 KX0721  MODELED GRAV-     980,070.8   (mgal)                       NAVD 88
 KX0721
 KX0721  VERT ORDER  -  SECOND    CLASS 0
 KX0721
 KX0721.The horizontal coordinates were scaled from a topographic map and have
 KX0721.an estimated accuracy of +/- 6 seconds.
 KX0721
 KX0721.The orthometric height was determined by differential leveling
 KX0721.and adjusted by the National Geodetic Survey in June 1991..
 KX0721
 KX0721.The geoid height was determined by GEOID03.
 KX0721
 KX0721.The dynamic height is computed by dividing the NAVD 88
 KX0721.geopotential number by the normal gravity value computed on the
 KX0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0721.degrees latitude (g = 980.6199 gals.).
 KX0721
 KX0721.The modeled gravity was interpolated from observed gravity values.
 KX0721
 KX0721;                    North         East    Units  Estimated Accuracy
 KX0721;SPC PA S     -   144,550.      524,050.      MT  (+/- 180 meters Scaled)
 KX0721
 KX0721                          SUPERSEDED SURVEY CONTROL
 KX0721
 KX0721  NGVD 29 (??/??/92)  528.351  (m)         1733.43   (f) ADJ UNCH    2 0
 KX0721
 KX0721.Superseded values are not recommended for survey control.
 KX0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0721.See file dsdata.txt to determine how the superseded data were derived.
 KX0721
 KX0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF989005(NAD 83)
 KX0721_MARKER: DB = BENCH MARK DISK
 KX0721_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0721_SP_SET: ABUTMENT
 KX0721_STAMPING: L 24 1934
 KX0721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0721
 KX0721  HISTORY     - Date     Condition        Report By
 KX0721  HISTORY     - 1934     MONUMENTED       CGS
 KX0721  HISTORY     - 1967     GOOD             NGS
 KX0721
 KX0721                          STATION DESCRIPTION
 KX0721
 KX0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0721'0.2 MI S FROM PATTON.
 KX0721'0.2 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM PATTON,
 KX0721'CAMBRIA COUNTY, 0.44 MILE NORTH OF MILEPOST 18, AT A 16-FOOT
 KX0721'BRIDGE, IN THE TOP OF THE WEST SIDE OF THE NORTH ABUTMENT, 8 FEET
 KX0721'WEST OF THE WEST RAIL, AND 3 FEET LOWER THAN THE TOP OF THE RAIL.
 KX0721'A STANDARD DISK, STAMPED L 24 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2460 ***********************************************************************
 KW2460  DESIGNATION -  L 240
 KW2460  PID         -  KW2460
 KW2460  STATE/COUNTY-  PA/CENTRE
 KW2460  USGS QUAD   -  BELLEFONTE (1998)
 KW2460
 KW2460                         *CURRENT SURVEY CONTROL
 KW2460  ___________________________________________________________________
 KW2460* NAD 83(1986)-  40 58 53.     (N)    077 49 07.     (W)     SCALED    
 KW2460* NAVD 88     -       454.981  (meters)    1492.72   (feet)  ADJUSTED  
 KW2460  ___________________________________________________________________
 KW2460  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KW2460  DYNAMIC HT  -         454.763 (meters)    1492.00  (feet)  COMP
 KW2460  MODELED GRAV-     980,130.1   (mgal)                       NAVD 88
 KW2460
 KW2460  VERT ORDER  -  SECOND    CLASS 0
 KW2460
 KW2460.The horizontal coordinates were scaled from a topographic map and have
 KW2460.an estimated accuracy of +/- 6 seconds.
 KW2460
 KW2460.The orthometric height was determined by differential leveling
 KW2460.and adjusted by the National Geodetic Survey in June 1991..
 KW2460
 KW2460.The geoid height was determined by GEOID03.
 KW2460
 KW2460.The dynamic height is computed by dividing the NAVD 88
 KW2460.geopotential number by the normal gravity value computed on the
 KW2460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2460.degrees latitude (g = 980.6199 gals.).
 KW2460
 KW2460.The modeled gravity was interpolated from observed gravity values.
 KW2460
 KW2460;                    North         East    Units  Estimated Accuracy
 KW2460;SPC PA N     -    90,480.      594,230.      MT  (+/- 180 meters Scaled)
 KW2460
 KW2460                          SUPERSEDED SURVEY CONTROL
 KW2460
 KW2460  NGVD 29 (??/??/??)  455.173  (m)         1493.35   (f) ADJUSTED    2 0
 KW2460
 KW2460.Superseded values are not recommended for survey control.
 KW2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2460.See file dsdata.txt to determine how the superseded data were derived.
 KW2460
 KW2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL628405(NAD 83)
 KW2460_MARKER: DB = BENCH MARK DISK
 KW2460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2460_STAMPING: L 240 1959
 KW2460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2460+STABILITY: SURFACE MOTION
 KW2460
 KW2460  HISTORY     - Date     Condition        Report By
 KW2460  HISTORY     - 1959     MONUMENTED       CGS
 KW2460
 KW2460                          STATION DESCRIPTION
 KW2460
 KW2460'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW2460'3.2 MI NW FROM MILESBURG.
 KW2460'2.2 MILE NORTH ALONG COUNTY ROAD 14011 FROM THE RAILROAD STATION
 KW2460'AT MILES BURG TO CHURCH THENCE 1.05 MILE NORTH WEST AND NORTH ON
 KW2460'BLACKTOP ROAD FROM THE CHURCH, 0.35 MILE SOUTH EAST OF A BLACKTOP
 KW2460'ROAD JUNCTION, SET AT THE SOUTH WEST EDGE OF A PINE GROVE ON
 KW2460'SHOULDER OF ROAD, 74 FEET NORTH EAST AND ACROSS BLACKTOP ROAD
 KW2460'FROM A 2 FOOT ELM, 46 FOOT SOUTH EAST OF WOODS ROAD NORTH, 28
 KW2460'FEET NORTH EAST OF THE CENTERLINE OF THE BLACK TOP ROAD, ABOUT
 KW2460'5 FEET ABOVE THE LEVEL OF THE ROAD, PROJECTING ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1432 ***********************************************************************
 LY1432  DESIGNATION -  L 241
 LY1432  PID         -  LY1432
 LY1432  STATE/COUNTY-  PA/LUZERNE
 LY1432  USGS QUAD   -  WILKES-BARRE WEST (1990)
 LY1432
 LY1432                         *CURRENT SURVEY CONTROL
 LY1432  ___________________________________________________________________
 LY1432* NAD 83(1986)-  41 11 01.     (N)    075 53 24.     (W)     SCALED    
 LY1432* NAVD 88     -       449.920  (meters)    1476.11   (feet)  ADJUSTED  
 LY1432  ___________________________________________________________________
 LY1432  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 LY1432  DYNAMIC HT  -         449.726 (meters)    1475.48  (feet)  COMP
 LY1432  MODELED GRAV-     980,177.7   (mgal)                       NAVD 88
 LY1432
 LY1432  VERT ORDER  -  SECOND    CLASS 0
 LY1432
 LY1432.The horizontal coordinates were scaled from a topographic map and have
 LY1432.an estimated accuracy of +/- 6 seconds.
 LY1432
 LY1432.The orthometric height was determined by differential leveling
 LY1432.and adjusted by the National Geodetic Survey in June 1991..
 LY1432
 LY1432.The geoid height was determined by GEOID03.
 LY1432
 LY1432.The dynamic height is computed by dividing the NAVD 88
 LY1432.geopotential number by the normal gravity value computed on the
 LY1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1432.degrees latitude (g = 980.6199 gals.).
 LY1432
 LY1432.The modeled gravity was interpolated from observed gravity values.
 LY1432
 LY1432;                    North         East    Units  Estimated Accuracy
 LY1432;SPC PA N     -   114,610.      756,040.      MT  (+/- 180 meters Scaled)
 LY1432
 LY1432                          SUPERSEDED SURVEY CONTROL
 LY1432
 LY1432  NGVD 29 (??/??/92)  450.095  (m)         1476.69   (f) ADJ UNCH    2 0
 LY1432
 LY1432.Superseded values are not recommended for survey control.
 LY1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1432.See file dsdata.txt to determine how the superseded data were derived.
 LY1432
 LY1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL253595(NAD 83)
 LY1432_MARKER: DB = BENCH MARK DISK
 LY1432_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1432_SP_SET: BRIDGE
 LY1432_STAMPING: L 241 1960
 LY1432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1432
 LY1432  HISTORY     - Date     Condition        Report By
 LY1432  HISTORY     - 1960     MONUMENTED       CGS
 LY1432
 LY1432                          STATION DESCRIPTION
 LY1432
 LY1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LY1432'1 MI NW FROM MOUNTAIN TOP.
 LY1432'0.1 MILE WEST FROM THE LEHIGH VALLEY RAILROAD STATION AT MOUNTAIN
 LY1432'TOP TO WHERE THE RAILROAD TRACK PASSES OVER U.S. HY. 309 THENCE
 LY1432'0.85 MILE NORTH WEST ON U.S. 309 TO A BRIDGE OVER AN OLD ROAD,
 LY1432'SET IN TOP AND 1 FOOT SOUTH EAST OF THE NORTH WEST END OF THE
 LY1432'NORTH WEST WINGWALL FOR THE NORTH ABUTMENT OF A 45 FOOT BRIDGE,
 LY1432'ON NORTH BOUND HIGHWAY LANE, 23 FEET NORTH WEST OF THE CENTERLINE
 LY1432'OF THE HIGHWAY, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0993 ***********************************************************************
 LZ0993  DESIGNATION -  L 242
 LZ0993  PID         -  LZ0993
 LZ0993  STATE/COUNTY-  PA/CLINTON
 LZ0993  USGS QUAD   -  LOGANTON (1983)
 LZ0993
 LZ0993                         *CURRENT SURVEY CONTROL
 LZ0993  ___________________________________________________________________
 LZ0993* NAD 83(1986)-  41 01 38.     (N)    077 19 54.     (W)     SCALED    
 LZ0993* NAVD 88     -       394.474  (meters)    1294.20   (feet)  ADJUSTED  
 LZ0993  ___________________________________________________________________
 LZ0993  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 LZ0993  DYNAMIC HT  -         394.281 (meters)    1293.57  (feet)  COMP
 LZ0993  MODELED GRAV-     980,122.7   (mgal)                       NAVD 88
 LZ0993
 LZ0993  VERT ORDER  -  SECOND    CLASS 0
 LZ0993
 LZ0993.The horizontal coordinates were scaled from a topographic map and have
 LZ0993.an estimated accuracy of +/- 6 seconds.
 LZ0993
 LZ0993.The orthometric height was determined by differential leveling
 LZ0993.and adjusted by the National Geodetic Survey in June 1991..
 LZ0993
 LZ0993.The geoid height was determined by GEOID03.
 LZ0993
 LZ0993.The dynamic height is computed by dividing the NAVD 88
 LZ0993.geopotential number by the normal gravity value computed on the
 LZ0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0993.degrees latitude (g = 980.6199 gals.).
 LZ0993
 LZ0993.The modeled gravity was interpolated from observed gravity values.
 LZ0993
 LZ0993;                    North         East    Units  Estimated Accuracy
 LZ0993;SPC PA N     -    95,650.      635,180.      MT  (+/- 180 meters Scaled)
 LZ0993
 LZ0993                          SUPERSEDED SURVEY CONTROL
 LZ0993
 LZ0993  NGVD 29 (??/??/92)  394.663  (m)         1294.82   (f) ADJ UNCH    2 0
 LZ0993
 LZ0993.Superseded values are not recommended for survey control.
 LZ0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0993.See file dsdata.txt to determine how the superseded data were derived.
 LZ0993
 LZ0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL039443(NAD 83)
 LZ0993_MARKER: DB = BENCH MARK DISK
 LZ0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0993_STAMPING: L 242 1960
 LZ0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0993+STABILITY: SURFACE MOTION
 LZ0993
 LZ0993  HISTORY     - Date     Condition        Report By
 LZ0993  HISTORY     - 1960     MONUMENTED       CGS
 LZ0993
 LZ0993                          STATION DESCRIPTION
 LZ0993
 LZ0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LZ0993'1.6 MI E FROM BOONEVILLE.
 LZ0993'1.6 MILES EAST ALONG STATE HIGHWAY 780 FROM THE ST. JOHNS
 LZ0993'EVANGELICAL LUTHERAN CHURCH AT BOONEVILLE, 1.0 MILE WEST OF BENCH
 LZ0993'MARK K 242, ON THE LAWN OF THE RESIDENCE OF DANIEL C. SCHRACK,
 LZ0993'21 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 3 FEET WEST OF
 LZ0993'POWER POLE NO. J-2498, AND ABOUT LEVEL WITH THE HIGHWAY.  A
 LZ0993'COAST AND GEODETIC SURVEY BENCH-MARK DISK, STAMPED L 242 1960,
 LZ0993'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LZ0993'NOTE-- THIS BENCH MARK MAY ALSO BE REACHED BY GOING ABOUT 1.4
 LZ0993'MILES WEST ALONG STATE HIGHWAY 780 FROM THE JUNCTION OF HIGHWAYS
 LZ0993'780 AND 880 IN LOGANTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2427 ***********************************************************************
 KW2427  DESIGNATION -  L 243
 KW2427  PID         -  KW2427
 KW2427  STATE/COUNTY-  PA/CENTRE
 KW2427  USGS QUAD   -  MINGOVILLE (1983)
 KW2427
 KW2427                         *CURRENT SURVEY CONTROL
 KW2427  ___________________________________________________________________
 KW2427* NAD 83(1986)-  40 58 29.     (N)    077 39 20.     (W)     SCALED    
 KW2427* NAVD 88     -       282.072  (meters)     925.43   (feet)  ADJUSTED  
 KW2427  ___________________________________________________________________
 KW2427  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KW2427  DYNAMIC HT  -         281.940 (meters)     925.00  (feet)  COMP
 KW2427  MODELED GRAV-     980,147.7   (mgal)                       NAVD 88
 KW2427
 KW2427  VERT ORDER  -  SECOND    CLASS 0
 KW2427
 KW2427.The horizontal coordinates were scaled from a topographic map and have
 KW2427.an estimated accuracy of +/- 6 seconds.
 KW2427
 KW2427.The orthometric height was determined by differential leveling
 KW2427.and adjusted by the National Geodetic Survey in June 1991..
 KW2427
 KW2427.The geoid height was determined by GEOID03.
 KW2427
 KW2427.The dynamic height is computed by dividing the NAVD 88
 KW2427.geopotential number by the normal gravity value computed on the
 KW2427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2427.degrees latitude (g = 980.6199 gals.).
 KW2427
 KW2427.The modeled gravity was interpolated from observed gravity values.
 KW2427
 KW2427;                    North         East    Units  Estimated Accuracy
 KW2427;SPC PA N     -    89,740.      607,950.      MT  (+/- 180 meters Scaled)
 KW2427
 KW2427                          SUPERSEDED SURVEY CONTROL
 KW2427
 KW2427  NGVD 29 (??/??/??)  282.275  (m)          926.10   (f) ADJUSTED    2 0
 KW2427
 KW2427.Superseded values are not recommended for survey control.
 KW2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2427.See file dsdata.txt to determine how the superseded data were derived.
 KW2427
 KW2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL765393(NAD 83)
 KW2427_MARKER: DB = BENCH MARK DISK
 KW2427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2427_STAMPING: L 243 1960
 KW2427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2427+STABILITY: SURFACE MOTION
 KW2427
 KW2427  HISTORY     - Date     Condition        Report By
 KW2427  HISTORY     - 1960     MONUMENTED       CGS
 KW2427  HISTORY     - 19960504 GOOD             USPSQD
 KW2427
 KW2427                          STATION DESCRIPTION
 KW2427
 KW2427'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2427'1.8 MI SW FROM JACKSONVILLE.
 KW2427'1.8 MILE SOUTHWEST ALONG COUNTY ROAD 14028 FROM THE ENAMUEL
 KW2427'UNITED CHURCH OF CHRIST AT JACKSONVILLE, 47 FEET SOUTHEAST
 KW2427'OF TELEPHONE POLE NO. 25, 24 FEET SOUTHEAST OF THE CENTERLINE
 KW2427'OF THE ROAD, 5 FEET NORTHWEST OF POWER POLE NO. 307723 WITH
 KW2427'A TRANSFORMER, 5 FEET NORTHWEST OF A CONCRETE POST NEXT TO THE
 KW2427'POLE, 1 FOOT BELOW THE LEVEL OF THE ROAD.  A COAST AND GEODETIC
 KW2427'SURVEY BENCH-MARK DISK, STAMPED L 243 1960 AND SET IN THE TOP
 KW2427'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 KW2427'NOTE-- THIS BENCH MARK IS 0.9 MILE SOUTHWEST OF BENCH MARK
 KW2427'K 243.
 KW2427
 KW2427                          STATION RECOVERY (1996)
 KW2427
 KW2427'RECOVERY NOTE BY US POWER SQUADRON 1996
 KW2427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1004 ***********************************************************************
 LZ1004  DESIGNATION -  L 244
 LZ1004  PID         -  LZ1004
 LZ1004  STATE/COUNTY-  PA/LYCOMING
 LZ1004  USGS QUAD   -  LINDEN (1973)
 LZ1004
 LZ1004                         *CURRENT SURVEY CONTROL
 LZ1004  ___________________________________________________________________
 LZ1004* NAD 83(1986)-  41 09 51.     (N)    077 13 16.     (W)     SCALED    
 LZ1004* NAVD 88     -       191.974  (meters)     629.83   (feet)  ADJUSTED  
 LZ1004  ___________________________________________________________________
 LZ1004  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 LZ1004  DYNAMIC HT  -         191.887 (meters)     629.55  (feet)  COMP
 LZ1004  MODELED GRAV-     980,171.5   (mgal)                       NAVD 88
 LZ1004
 LZ1004  VERT ORDER  -  SECOND    CLASS 0
 LZ1004
 LZ1004.The horizontal coordinates were scaled from a topographic map and have
 LZ1004.an estimated accuracy of +/- 6 seconds.
 LZ1004
 LZ1004.The orthometric height was determined by differential leveling
 LZ1004.and adjusted by the National Geodetic Survey in June 1991..
 LZ1004
 LZ1004.The geoid height was determined by GEOID03.
 LZ1004
 LZ1004.The dynamic height is computed by dividing the NAVD 88
 LZ1004.geopotential number by the normal gravity value computed on the
 LZ1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1004.degrees latitude (g = 980.6199 gals.).
 LZ1004
 LZ1004.The modeled gravity was interpolated from observed gravity values.
 LZ1004
 LZ1004;                    North         East    Units  Estimated Accuracy
 LZ1004;SPC PA N     -   110,910.      644,390.      MT  (+/- 180 meters Scaled)
 LZ1004
 LZ1004                          SUPERSEDED SURVEY CONTROL
 LZ1004
 LZ1004  NGVD 29 (??/??/92)  192.179  (m)          630.51   (f) ADJ UNCH    2 0
 LZ1004
 LZ1004.Superseded values are not recommended for survey control.
 LZ1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1004.See file dsdata.txt to determine how the superseded data were derived.
 LZ1004
 LZ1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL136593(NAD 83)
 LZ1004_MARKER: DD = SURVEY DISK
 LZ1004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1004_SP_SET: ABUTMENT
 LZ1004_STAMPING: L 244 1960
 LZ1004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1004
 LZ1004  HISTORY     - Date     Condition        Report By
 LZ1004  HISTORY     - 1960     MONUMENTED       PADH
 LZ1004  HISTORY     - 1960     GOOD             NGS
 LZ1004
 LZ1004                          STATION DESCRIPTION
 LZ1004
 LZ1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LZ1004'2.4 MI SE FROM ANTES FORT.
 LZ1004'ABOUT 0.4 MILE SOUTHWEST ALONG A BLACKTOP ROAD FROM THE DEPOT
 LZ1004'AT ANTES FORT THENCE 2.0 MILE SOUTHEAST ALONG STATE HIGHWAYS
 LZ1004'880 AND 44, SET IN TOP CENTER OF THE SOUTHWEST WINGWALL FOR
 LZ1004'THE NORTHWEST ABUTMENT FOR A 75 FOOT STEEL BRIDGE OVER A CREEK,
 LZ1004'18 FEET NORTHWEST OF THE JUNCTION OF STATE HIGHWAYS NO 44 AND
 LZ1004'880, 1 FOOT BELOW THE ROAD AND HORIZONTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0438 ***********************************************************************
 MB0438  DESIGNATION -  L 245
 MB0438  PID         -  MB0438
 MB0438  STATE/COUNTY-  PA/MERCER
 MB0438  USGS QUAD   -  JACKSON CENTER (1970)
 MB0438
 MB0438                         *CURRENT SURVEY CONTROL
 MB0438  ___________________________________________________________________
 MB0438* NAD 83(1986)-  41 21 35.     (N)    080 09 14.     (W)     SCALED    
 MB0438* NAVD 88     -       369.032  (meters)    1210.73   (feet)  ADJUSTED  
 MB0438  ___________________________________________________________________
 MB0438  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 MB0438  DYNAMIC HT  -         368.871 (meters)    1210.20  (feet)  COMP
 MB0438  MODELED GRAV-     980,176.3   (mgal)                       NAVD 88
 MB0438
 MB0438  VERT ORDER  -  SECOND    CLASS 0
 MB0438
 MB0438.The horizontal coordinates were scaled from a topographic map and have
 MB0438.an estimated accuracy of +/- 6 seconds.
 MB0438
 MB0438.The orthometric height was determined by differential leveling
 MB0438.and adjusted by the National Geodetic Survey in June 1991..
 MB0438
 MB0438.The geoid height was determined by GEOID03.
 MB0438
 MB0438.The dynamic height is computed by dividing the NAVD 88
 MB0438.geopotential number by the normal gravity value computed on the
 MB0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0438.degrees latitude (g = 980.6199 gals.).
 MB0438
 MB0438.The modeled gravity was interpolated from observed gravity values.
 MB0438
 MB0438;                    North         East    Units  Estimated Accuracy
 MB0438;SPC PA N     -   135,280.      398,890.      MT  (+/- 180 meters Scaled)
 MB0438
 MB0438                          SUPERSEDED SURVEY CONTROL
 MB0438
 MB0438  NGVD 29 (??/??/92)  369.188  (m)         1211.24   (f) ADJ UNCH    2 0
 MB0438
 MB0438.Superseded values are not recommended for survey control.
 MB0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0438.See file dsdata.txt to determine how the superseded data were derived.
 MB0438
 MB0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF707790(NAD 83)
 MB0438_MARKER: DB = BENCH MARK DISK
 MB0438_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0438_SP_SET: BRIDGE
 MB0438_STAMPING: L 245 1960
 MB0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0438
 MB0438  HISTORY     - Date     Condition        Report By
 MB0438  HISTORY     - 1960     MONUMENTED       CGS
 MB0438
 MB0438                          STATION DESCRIPTION
 MB0438
 MB0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MB0438'3.4 MI SE FROM CLARKS MILLS.
 MB0438'ABOUT 1.8 MILE EAST ALONG U.S. ALT 322 FROM THE POST OFFICE IN
 MB0438'CLARKS MILLS (WHERE RAILROAD CROSSES) TO A SIDE GRAVEL ROAD
 MB0438'SOUTH THENCE 1.65 MILE SOUTH ON GRAVEL ROAD, STANDARD BENCH
 MB0438'MARK DISK DRILLED IN HORIZONTAL, IN A SMALL CONCRETE BRIDGE
 MB0438'OVER CREEK (BRANCH OF LITTLE SHENANGO RIVER), 7 FEET SOUTH EAST
 MB0438'OF SOUTH END OF 2 INCH PIPE RAIL OF BRIDGE, 13 FEET WEST OF
 MB0438'THE CENTERLINE OF GRAVEL ROAD, 35 FEET EAST OF TELEPHONE POLE
 MB0438'NO. 54, 91 FEET SOUTH OF A WALNUT TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1955 ***********************************************************************
 KW1955  DESIGNATION -  L 246
 KW1955  PID         -  KW1955
 KW1955  STATE/COUNTY-  PA/CUMBERLAND
 KW1955  USGS QUAD   -  WERTZVILLE (1987)
 KW1955
 KW1955                         *CURRENT SURVEY CONTROL
 KW1955  ___________________________________________________________________
 KW1955* NAD 83(1986)-  40 16 56.     (N)    077 03 35.     (W)     SCALED    
 KW1955* NAVD 88     -       149.541  (meters)     490.62   (feet)  ADJUSTED  
 KW1955  ___________________________________________________________________
 KW1955  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 KW1955  DYNAMIC HT  -         149.466 (meters)     490.37  (feet)  COMP
 KW1955  MODELED GRAV-     980,123.6   (mgal)                       NAVD 88
 KW1955
 KW1955  VERT ORDER  -  SECOND    CLASS 0
 KW1955
 KW1955.The horizontal coordinates were scaled from a topographic map and have
 KW1955.an estimated accuracy of +/- 6 seconds.
 KW1955
 KW1955.The orthometric height was determined by differential leveling
 KW1955.and adjusted by the National Geodetic Survey in June 1991..
 KW1955
 KW1955.The geoid height was determined by GEOID03.
 KW1955
 KW1955.The dynamic height is computed by dividing the NAVD 88
 KW1955.geopotential number by the normal gravity value computed on the
 KW1955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1955.degrees latitude (g = 980.6199 gals.).
 KW1955
 KW1955.The modeled gravity was interpolated from observed gravity values.
 KW1955
 KW1955;                    North         East    Units  Estimated Accuracy
 KW1955;SPC PA S     -   105,590.      658,700.      MT  (+/- 180 meters Scaled)
 KW1955
 KW1955                          SUPERSEDED SURVEY CONTROL
 KW1955
 KW1955  NGVD 29 (??/??/??)  149.754  (m)          491.32   (f) ADJUSTED    2 0
 KW1955
 KW1955.Superseded values are not recommended for survey control.
 KW1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1955.See file dsdata.txt to determine how the superseded data were derived.
 KW1955
 KW1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK249611(NAD 83)
 KW1955_MARKER: DB = BENCH MARK DISK
 KW1955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1955_STAMPING: L 246 1960
 KW1955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1955+STABILITY: SURFACE MOTION
 KW1955
 KW1955  HISTORY     - Date     Condition        Report By
 KW1955  HISTORY     - 1960     MONUMENTED       CGS
 KW1955  HISTORY     - 19980418 GOOD             USPSQD
 KW1955  HISTORY     - 20050521 GOOD             GEOCAC
 KW1955
 KW1955                          STATION DESCRIPTION
 KW1955
 KW1955'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1955'0.8 MI W FROM WERTZVILLE.
 KW1955'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY NO. 944 FROM THE GENERAL
 KW1955'STORE AND THE CROSS-ROAD AT WERTZVILLE, AT THE NORTHWEST CORNER
 KW1955'OF A CEMETARY, 22 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 KW1955'HIGHWAY, 212 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE
 KW1955'YOUNGS E.W.B. CHURCH, 16.9 FEET NORTHWEST OF THE NORTHWEST CORNER
 KW1955'OF THE EDMOND BARDELL HEADSTONE, 1 FOOT WEST OF A FENCE LINE, 2
 KW1955'FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 KW1955'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
 KW1955
 KW1955                          STATION RECOVERY (1998)
 KW1955
 KW1955'RECOVERY NOTE BY US POWER SQUADRON 1998
 KW1955'RECOVERED IN GOOD CONDITION.
 KW1955
 KW1955                          STATION RECOVERY (2005)
 KW1955
 KW1955'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW1955'CHURCH IS NOW YOUNGS UM CHURCH.
 KW1955'N 40 16 56.2 W 077 03 34.9
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1326 ***********************************************************************
 KW1326  DESIGNATION -  L 248
 KW1326  PID         -  KW1326
 KW1326  STATE/COUNTY-  PA/DAUPHIN
 KW1326  USGS QUAD   -  GRANTVILLE (1975)
 KW1326
 KW1326                         *CURRENT SURVEY CONTROL
 KW1326  ___________________________________________________________________
 KW1326* NAD 83(1986)-  40 23 34.     (N)    076 41 35.     (W)     SCALED    
 KW1326* NAVD 88     -       174.179  (meters)     571.45   (feet)  ADJUSTED  
 KW1326  ___________________________________________________________________
 KW1326  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 KW1326  DYNAMIC HT  -         174.091 (meters)     571.16  (feet)  COMP
 KW1326  MODELED GRAV-     980,116.5   (mgal)                       NAVD 88
 KW1326
 KW1326  VERT ORDER  -  SECOND    CLASS 0
 KW1326
 KW1326.The horizontal coordinates were scaled from a topographic map and have
 KW1326.an estimated accuracy of +/- 6 seconds.
 KW1326
 KW1326.The orthometric height was determined by differential leveling
 KW1326.and adjusted by the National Geodetic Survey in June 1991..
 KW1326
 KW1326.The geoid height was determined by GEOID03.
 KW1326
 KW1326.The dynamic height is computed by dividing the NAVD 88
 KW1326.geopotential number by the normal gravity value computed on the
 KW1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1326.degrees latitude (g = 980.6199 gals.).
 KW1326
 KW1326.The modeled gravity was interpolated from observed gravity values.
 KW1326
 KW1326;                    North         East    Units  Estimated Accuracy
 KW1326;SPC PA S     -   118,170.      689,730.      MT  (+/- 180 meters Scaled)
 KW1326
 KW1326                          SUPERSEDED SURVEY CONTROL
 KW1326
 KW1326  NGVD 29 (??/??/??)  174.384  (m)          572.12   (f) ADJUSTED    2 0
 KW1326
 KW1326.Superseded values are not recommended for survey control.
 KW1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1326.See file dsdata.txt to determine how the superseded data were derived.
 KW1326
 KW1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK563727(NAD 83)
 KW1326_MARKER: DB = BENCH MARK DISK
 KW1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1326_STAMPING: L 248 1960
 KW1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1326+STABILITY: SURFACE MOTION
 KW1326
 KW1326  HISTORY     - Date     Condition        Report By
 KW1326  HISTORY     - 1960     MONUMENTED       CGS
 KW1326  HISTORY     - 19950515 MARK NOT FOUND   USPSQD
 KW1326  HISTORY     - 19970412 MARK NOT FOUND   USPSQD
 KW1326
 KW1326                          STATION DESCRIPTION
 KW1326
 KW1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW1326'1.1 MI SE FROM MANADA GAP.
 KW1326'ABOUT 1.1 MILE SOUTHEAST ALONG STATE HIGHWAY 443 FROM THE MANADA
 KW1326'GAP STORE AND HOTEL AT MANADA GAP.  AT THE CROSSING OF A
 KW1326'PIPELINE, 1 1/2 FEET NORTH OF FENCE, 2 1/2 FEET EAST OF A GATE
 KW1326'POST, 16 1/2 FEET SOUTH OF THE CENTER OF HIGHWAY 443, 47 FEET
 KW1326'EAST OF THE PIPELINE CROSSING, 91 1/2 FEET SOUTHEAST ACROSS
 KW1326'THE HIGHWAY FROM TELEPHONE POLE NO. 19, 54.6 FEET EAST OF A 2-INCH
 KW1326'IRON PIPE PAINTED ORANGE AND WHITE WHICH PROJECTS 3 1/2 FEET
 KW1326'ABOVE THE GROUND.  IT IS A 1/2 FOOT ABOVE THE HIGHWAY AND PROJECTS
 KW1326'ABOUT 7 INCHES AND IS SET IN THE TOP OF A CONCRETE POST.
 KW1326
 KW1326                          STATION RECOVERY (1995)
 KW1326
 KW1326'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW1326'MARK NOT FOUND.
 KW1326
 KW1326                          STATION RECOVERY (1997)
 KW1326
 KW1326'RECOVERY NOTE BY US POWER SQUADRON 1997
 KW1326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0251 ***********************************************************************
 KW0251  DESIGNATION -  L 249
 KW0251  PID         -  KW0251
 KW0251  STATE/COUNTY-  PA/SCHUYLKILL
 KW0251  USGS QUAD   -  PINE GROVE (1977)
 KW0251
 KW0251                         *CURRENT SURVEY CONTROL
 KW0251  ___________________________________________________________________
 KW0251* NAD 83(1986)-  40 35 46.     (N)    076 24 47.     (W)     SCALED    
 KW0251* NAVD 88     -       229.402  (meters)     752.63   (feet)  ADJUSTED  
 KW0251  ___________________________________________________________________
 KW0251  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 KW0251  DYNAMIC HT  -         229.288 (meters)     752.26  (feet)  COMP
 KW0251  MODELED GRAV-     980,124.9   (mgal)                       NAVD 88
 KW0251
 KW0251  VERT ORDER  -  SECOND    CLASS 0
 KW0251
 KW0251.The horizontal coordinates were scaled from a topographic map and have
 KW0251.an estimated accuracy of +/- 6 seconds.
 KW0251
 KW0251.The orthometric height was determined by differential leveling
 KW0251.and adjusted by the National Geodetic Survey in June 1991..
 KW0251
 KW0251.The geoid height was determined by GEOID03.
 KW0251
 KW0251.The dynamic height is computed by dividing the NAVD 88
 KW0251.geopotential number by the normal gravity value computed on the
 KW0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0251.degrees latitude (g = 980.6199 gals.).
 KW0251
 KW0251.The modeled gravity was interpolated from observed gravity values.
 KW0251
 KW0251;                    North         East    Units  Estimated Accuracy
 KW0251;SPC PA S     -   141,070.      713,160.      MT  (+/- 180 meters Scaled)
 KW0251
 KW0251                          SUPERSEDED SURVEY CONTROL
 KW0251
 KW0251  NGVD 29 (??/??/??)  229.603  (m)          753.29   (f) ADJUSTED    2 0
 KW0251
 KW0251.Superseded values are not recommended for survey control.
 KW0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0251.See file dsdata.txt to determine how the superseded data were derived.
 KW0251
 KW0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK804948(NAD 83)
 KW0251_MARKER: DB = BENCH MARK DISK
 KW0251_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0251_SP_SET: BRIDGE
 KW0251_STAMPING: L 249 1960
 KW0251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0251
 KW0251  HISTORY     - Date     Condition        Report By
 KW0251  HISTORY     - 1960     MONUMENTED       CGS
 KW0251  HISTORY     - 1963     GOOD             CGS
 KW0251
 KW0251                          STATION DESCRIPTION
 KW0251
 KW0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0251'1.7 MI N FROM RAVINE.
 KW0251'ABOUT 0.5 MILE NORTH ALONG STATE HIGHWAY 125 FROM THE POST
 KW0251'OFFICE AT RAVINE, THENCE 1.2 MILES NORTH ALONG AN ASPHALT ROAD,
 KW0251'ALONG THE WEST BANK OF RAUSCH CREEK, ON THE TOP OF A 10-BY-4-FOOT
 KW0251'EMBEDDED BOULDER PROJECTING 2 FEET ABOVE THE LEVEL OF THE
 KW0251'GROUND, 31 1/2 FEET EAST OF THE CENTER LINE OF THE ASPHALT ROAD,
 KW0251'85.6 FEET SOUTHEAST OF THE SOUTHEAST END OF THE EAST STONE WALL
 KW0251'OF A STONE BRIDGE OVER RAUSCH CREEK, 36 1/2 FEET NORTHEAST OF
 KW0251'POWER LINE POLE NO. 24662, 3 FEET BELOW THE LEVEL OF THE ROAD.
 KW0251
 KW0251                          STATION RECOVERY (1963)
 KW0251
 KW0251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 KW0251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0308 ***********************************************************************
 MA0308  DESIGNATION -  L 25
 MA0308  PID         -  MA0308
 MA0308  STATE/COUNTY-  PA/CAMERON
 MA0308  USGS QUAD   -  CAMERON (1971)
 MA0308
 MA0308                         *CURRENT SURVEY CONTROL
 MA0308  ___________________________________________________________________
 MA0308* NAD 83(1986)-  41 22 53.     (N)    078 09 33.     (W)     SCALED    
 MA0308* NAVD 88     -       262.527  (meters)     861.31   (feet)  ADJUSTED  
 MA0308  ___________________________________________________________________
 MA0308  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 MA0308  DYNAMIC HT  -         262.410 (meters)     860.92  (feet)  COMP
 MA0308  MODELED GRAV-     980,170.1   (mgal)                       NAVD 88
 MA0308
 MA0308  VERT ORDER  -  SECOND    CLASS 0
 MA0308
 MA0308.The horizontal coordinates were scaled from a topographic map and have
 MA0308.an estimated accuracy of +/- 6 seconds.
 MA0308
 MA0308.The orthometric height was determined by differential leveling
 MA0308.and adjusted by the National Geodetic Survey in June 1991..
 MA0308
 MA0308.The geoid height was determined by GEOID03.
 MA0308
 MA0308.The dynamic height is computed by dividing the NAVD 88
 MA0308.geopotential number by the normal gravity value computed on the
 MA0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0308.degrees latitude (g = 980.6199 gals.).
 MA0308
 MA0308.The modeled gravity was interpolated from observed gravity values.
 MA0308
 MA0308;                    North         East    Units  Estimated Accuracy
 MA0308;SPC PA N     -   134,980.      565,780.      MT  (+/- 180 meters Scaled)
 MA0308
 MA0308                          SUPERSEDED SURVEY CONTROL
 MA0308
 MA0308  NGVD 29 (??/??/92)  262.693  (m)          861.85   (f) ADJ UNCH    2 0
 MA0308
 MA0308.Superseded values are not recommended for survey control.
 MA0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0308.See file dsdata.txt to determine how the superseded data were derived.
 MA0308
 MA0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF375849(NAD 83)
 MA0308_MARKER: DB = BENCH MARK DISK
 MA0308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0308_SP_SET: SIGNAL FOUNDATION
 MA0308_STAMPING: L 25 1934
 MA0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0308
 MA0308  HISTORY     - Date     Condition        Report By
 MA0308  HISTORY     - 1934     MONUMENTED       CGS
 MA0308
 MA0308                          STATION DESCRIPTION
 MA0308
 MA0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0308'4.5 MI W FROM DRIFTWOOD.
 MA0308'4.5 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM DRIFTWOOD,
 MA0308'CAMERON COUNTY, AT HUNTLEY, 30 FEET WEST OF BRIDGE 163.48, IN
 MA0308'THE TOP OF A CONCRETE SIGNAL FOUNDATION, 8-1/4 FEET NORTH OF THE
 MA0308'CENTER LINE OF THE TRACK, AND ABOUT 1/2 FOOT LOWER THAN THE TOP
 MA0308'OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0475 ***********************************************************************
 MB0475  DESIGNATION -  L 250
 MB0475  PID         -  MB0475
 MB0475  STATE/COUNTY-  PA/BUTLER
 MB0475  USGS QUAD   -  SLIPPERY ROCK (1977)
 MB0475
 MB0475                         *CURRENT SURVEY CONTROL
 MB0475  ___________________________________________________________________
 MB0475* NAD 83(1986)-  41 01 35.     (N)    080 06 40.     (W)     SCALED    
 MB0475* NAVD 88     -       367.841  (meters)    1206.83   (feet)  ADJUSTED  
 MB0475  ___________________________________________________________________
 MB0475  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 MB0475  DYNAMIC HT  -         367.664 (meters)    1206.24  (feet)  COMP
 MB0475  MODELED GRAV-     980,133.0   (mgal)                       NAVD 88
 MB0475
 MB0475  VERT ORDER  -  SECOND    CLASS 0
 MB0475
 MB0475.The horizontal coordinates were scaled from a topographic map and have
 MB0475.an estimated accuracy of +/- 6 seconds.
 MB0475
 MB0475.The orthometric height was determined by differential leveling
 MB0475.and adjusted by the National Geodetic Survey in June 1991..
 MB0475
 MB0475.The geoid height was determined by GEOID03.
 MB0475
 MB0475.The dynamic height is computed by dividing the NAVD 88
 MB0475.geopotential number by the normal gravity value computed on the
 MB0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0475.degrees latitude (g = 980.6199 gals.).
 MB0475
 MB0475.The modeled gravity was interpolated from observed gravity values.
 MB0475
 MB0475;                    North         East    Units  Estimated Accuracy
 MB0475;SPC PA S     -   190,650.      401,450.      MT  (+/- 180 meters Scaled)
 MB0475
 MB0475                          SUPERSEDED SURVEY CONTROL
 MB0475
 MB0475  NGVD 29 (??/??/92)  367.972  (m)         1207.25   (f) ADJ UNCH    2 0
 MB0475
 MB0475.Superseded values are not recommended for survey control.
 MB0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0475.See file dsdata.txt to determine how the superseded data were derived.
 MB0475
 MB0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF747420(NAD 83)
 MB0475_MARKER: DB = BENCH MARK DISK
 MB0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0475_STAMPING: L 250 1960
 MB0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0475+STABILITY: SURFACE MOTION
 MB0475
 MB0475  HISTORY     - Date     Condition        Report By
 MB0475  HISTORY     - 1960     MONUMENTED       CGS
 MB0475  HISTORY     - 20030419 POOR             PA-019
 MB0475
 MB0475                          STATION DESCRIPTION
 MB0475
 MB0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MB0475'7.5 MI N FROM PORTERSVILLE.
 MB0475'ABOUT 7.5 MILE NORTH ALONG STATE HY. 488 FROM THE JUNCTION OF
 MB0475'STATE HY. 488 AND U.S. 19 IN PORTERSVILLE, 19 FEET EAST OF THE
 MB0475'CENTERLINE OF STATE HY. 488, 3 FEET EAST OF A POWER POLE, 51
 MB0475'FEET SOUTH EAST OF THE CENTER OF THE JUNCTION, 93 FEET SOUTH
 MB0475'EAST OF POWER POLE 28-1185 B, 98 FEET SOUTH OF A TWO-STORY
 MB0475'BUILDING, STANDARD BENCH MARK DISK SET IN TOP OF CONCRETE POST
 MB0475'PROJECTING ABOUT 2 INCHES.  NOTE-- ABOUT 5.1 MILE NORTH ALONG
 MB0475'STATE HY. 488 FROM THE JUNCTION OF HY. 488 AND U.S. 422, ABOUT
 MB0475'1.05 MILE SOUTH ALONG STATE HY. 488 FROM THE JUNCTION OF HY. 488
 MB0475'AND STATE HY. 108.
 MB0475
 MB0475                          STATION RECOVERY (2003)
 MB0475
 MB0475'RECOVERY NOTE BY BUTLER COUNTY PENNSYLVANIA 2003 (RLC)
 MB0475'THIS MARK HAS BEEN THE VICTIM OF NUMEROUS MOWING MACHINE STRIKES. ONLY
 MB0475'A DISTORTED CONCRETE MOUND WITH A BENCHMARK'S CENTER POST IN THE
 MB0475'MIDDLE REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0230 ***********************************************************************
 KY0230  DESIGNATION -  L 251
 KY0230  PID         -  KY0230
 KY0230  STATE/COUNTY-  PA/BUTLER
 KY0230  USGS QUAD   -  MARS (1979)
 KY0230
 KY0230                         *CURRENT SURVEY CONTROL
 KY0230  ___________________________________________________________________
 KY0230* NAD 83(1986)-  40 44 30.     (N)    080 06 44.     (W)     SCALED    
 KY0230* NAVD 88     -       364.440  (meters)    1195.67   (feet)  ADJUSTED  
 KY0230  ___________________________________________________________________
 KY0230  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 KY0230  DYNAMIC HT  -         364.252 (meters)    1195.05  (feet)  COMP
 KY0230  MODELED GRAV-     980,099.4   (mgal)                       NAVD 88
 KY0230
 KY0230  VERT ORDER  -  SECOND    CLASS 0
 KY0230
 KY0230.The horizontal coordinates were scaled from a topographic map and have
 KY0230.an estimated accuracy of +/- 6 seconds.
 KY0230
 KY0230.The orthometric height was determined by differential leveling
 KY0230.and adjusted by the National Geodetic Survey in June 1991..
 KY0230
 KY0230.The geoid height was determined by GEOID03.
 KY0230
 KY0230.The dynamic height is computed by dividing the NAVD 88
 KY0230.geopotential number by the normal gravity value computed on the
 KY0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0230.degrees latitude (g = 980.6199 gals.).
 KY0230
 KY0230.The modeled gravity was interpolated from observed gravity values.
 KY0230
 KY0230;                    North         East    Units  Estimated Accuracy
 KY0230;SPC PA S     -   159,050.      400,510.      MT  (+/- 180 meters Scaled)
 KY0230
 KY0230                          SUPERSEDED SURVEY CONTROL
 KY0230
 KY0230  NGVD 29 (??/??/92)  364.586  (m)         1196.15   (f) ADJ UNCH    2 0
 KY0230
 KY0230.Superseded values are not recommended for survey control.
 KY0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0230.See file dsdata.txt to determine how the superseded data were derived.
 KY0230
 KY0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF749104(NAD 83)
 KY0230_MARKER: DB = BENCH MARK DISK
 KY0230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0230_SP_SET: CULVERT
 KY0230_STAMPING: L 251 1960
 KY0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0230
 KY0230  HISTORY     - Date     Condition        Report By
 KY0230  HISTORY     - 1960     MONUMENTED       CGS
 KY0230
 KY0230                          STATION DESCRIPTION
 KY0230
 KY0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0230'4 MI S FROM ZELIENOPLE.
 KY0230'ABOUT 4.05 MILE SOUTH ALONG U.S. HY. 19 FROM THE JUNCTION OF U.S.
 KY0230'19 AND STATE HY. 68 IN THE SOUTH EDGE OD ZELIENOPLE, STANDARD
 KY0230'BENCH MARK DISK DRILLED IN HORZONTAL IN CULVERT, 27 FEET WEST OF
 KY0230'THE CENTERLINE OF HY. 19 SOUTH, 31 FEET SOUTH OF THE CENTERLINE
 KY0230'OF BEAR RUN ROAD, 30 FEET EAST OF TELEPHONE POLE NO. 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0629 ***********************************************************************
 KY0629  DESIGNATION -  L 252
 KY0629  PID         -  KY0629
 KY0629  STATE/COUNTY-  PA/WASHINGTON
 KY0629  USGS QUAD   -  WASHINGTON EAST (1977)
 KY0629
 KY0629                         *CURRENT SURVEY CONTROL
 KY0629  ___________________________________________________________________
 KY0629* NAD 83(1986)-  40 14 56.     (N)    080 12 22.     (W)     SCALED    
 KY0629* NAVD 88     -       289.733  (meters)     950.57   (feet)  ADJUSTED  
 KY0629  ___________________________________________________________________
 KY0629  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 KY0629  DYNAMIC HT  -         289.576 (meters)     950.05  (feet)  COMP
 KY0629  MODELED GRAV-     980,074.8   (mgal)                       NAVD 88
 KY0629
 KY0629  VERT ORDER  -  SECOND    CLASS 0
 KY0629
 KY0629.The horizontal coordinates were scaled from a topographic map and have
 KY0629.an estimated accuracy of +/- 6 seconds.
 KY0629
 KY0629.The orthometric height was determined by differential leveling
 KY0629.and adjusted by the National Geodetic Survey in June 1991..
 KY0629
 KY0629.The geoid height was determined by GEOID03.
 KY0629
 KY0629.The dynamic height is computed by dividing the NAVD 88
 KY0629.geopotential number by the normal gravity value computed on the
 KY0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0629.degrees latitude (g = 980.6199 gals.).
 KY0629
 KY0629.The modeled gravity was interpolated from observed gravity values.
 KY0629
 KY0629;                    North         East    Units  Estimated Accuracy
 KY0629;SPC PA S     -   104,560.      391,060.      MT  (+/- 180 meters Scaled)
 KY0629
 KY0629                          SUPERSEDED SURVEY CONTROL
 KY0629
 KY0629  NGVD 29 (??/??/92)  289.877  (m)          951.04   (f) ADJ UNCH    2 0
 KY0629
 KY0629.Superseded values are not recommended for survey control.
 KY0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0629.See file dsdata.txt to determine how the superseded data were derived.
 KY0629
 KY0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE675556(NAD 83)
 KY0629_MARKER: DD = SURVEY DISK
 KY0629_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0629_SP_SET: BRIDGE
 KY0629_STAMPING: L 252 1960
 KY0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0629
 KY0629  HISTORY     - Date     Condition        Report By
 KY0629  HISTORY     - 1960     MONUMENTED       PADT
 KY0629  HISTORY     - 1960     GOOD             NGS
 KY0629  HISTORY     - 20010430 MARK NOT FOUND   PADT
 KY0629
 KY0629                          STATION DESCRIPTION
 KY0629
 KY0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KY0629'IN HOUSTON.
 KY0629'ABOUT 0.15 MILE SOUTH EAST ALONG MAIN ST. FROM THE INTERSECTION
 KY0629'OF MAIN ST. AND PIKE ST. IN HOUSTON, BENCH MARK DISK DRILLED
 KY0629'IN HORIZONTAL IN CONCRETE BRIDGE NO. 86+46 SOUTH EAST WINGWALL,
 KY0629'15 FEET NORTH EAST OF THE CENTERLINE OF THE HIGHWAY, 22 FEET
 KY0629'NORTH WEST FROM NORTH WEST RAIL OF TRACKS.
 KY0629
 KY0629                          STATION RECOVERY (2001)
 KY0629
 KY0629'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DP)
 KY0629'DETERMINED DESTROYED, NEW BRIDGE CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0282 ***********************************************************************
 KY0282  DESIGNATION -  L 253
 KY0282  PID         -  KY0282
 KY0282  STATE/COUNTY-  PA/ALLEGHENY
 KY0282  USGS QUAD   -  EMSWORTH (1979)
 KY0282
 KY0282                         *CURRENT SURVEY CONTROL
 KY0282  ___________________________________________________________________
 KY0282* NAD 83(1986)-  40 33 02.     (N)    080 05 13.     (W)     SCALED    
 KY0282* NAVD 88     -       283.432  (meters)     929.89   (feet)  ADJUSTED  
 KY0282  ___________________________________________________________________
 KY0282  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 KY0282  DYNAMIC HT  -         283.282 (meters)     929.40  (feet)  COMP
 KY0282  MODELED GRAV-     980,092.2   (mgal)                       NAVD 88
 KY0282
 KY0282  VERT ORDER  -  SECOND    CLASS 0
 KY0282
 KY0282.The horizontal coordinates were scaled from a topographic map and have
 KY0282.an estimated accuracy of +/- 6 seconds.
 KY0282
 KY0282.The orthometric height was determined by differential leveling
 KY0282.and adjusted by the National Geodetic Survey in June 1991..
 KY0282
 KY0282.The geoid height was determined by GEOID03.
 KY0282
 KY0282.The dynamic height is computed by dividing the NAVD 88
 KY0282.geopotential number by the normal gravity value computed on the
 KY0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0282.degrees latitude (g = 980.6199 gals.).
 KY0282
 KY0282.The modeled gravity was interpolated from observed gravity values.
 KY0282
 KY0282;                    North         East    Units  Estimated Accuracy
 KY0282;SPC PA S     -   137,770.      402,080.      MT  (+/- 180 meters Scaled)
 KY0282
 KY0282                          SUPERSEDED SURVEY CONTROL
 KY0282
 KY0282  NGVD 29 (??/??/92)  283.584  (m)          930.39   (f) ADJ UNCH    2 0
 KY0282
 KY0282.Superseded values are not recommended for survey control.
 KY0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0282.See file dsdata.txt to determine how the superseded data were derived.
 KY0282
 KY0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE773892(NAD 83)
 KY0282_MARKER: DB = BENCH MARK DISK
 KY0282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0282_SP_SET: BRIDGE
 KY0282_STAMPING: L 153 1960
 KY0282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0282
 KY0282  HISTORY     - Date     Condition        Report By
 KY0282  HISTORY     - 1960     MONUMENTED       CGS
 KY0282
 KY0282                          STATION DESCRIPTION
 KY0282
 KY0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0282'5 MI N FROM EMSWORTH.
 KY0282'4.0 MILE NORTH ALONG STATE HIGHWAY 856 FROM THE JUNCTION OF
 KY0282'STATE HIGHWAY 856 AND 88 IN EMSWORTH TO THE JUNCTION OF STATE
 KY0282'HIGHWAY 856 AND LOWRIES RUN ROAD, THENCE 1 MILE EAST ALONG
 KY0282'LOWRIES RUN ROAD TO A BRIDGE UNDER THE ROAD, 0.05 MILE EAST OF
 KY0282'THE JUNCTION OF LOWRIES RUN AND COUNTY ROAD 02127, SET IN TOP
 KY0282'AND 1 FOOT SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST END
 KY0282'OF THE HEADWALL OF A 24 FOOT BRIDGE NO 4 OVER LOWRIES RUN CREEK,
 KY0282'25 FEET NORTH OF THE CENTERLINE OF LOWRIES RUN ROAD, 1 FOOT
 KY0282'ABOVE THE ROAD AND DRILLED IN HORIZONTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0687 ***********************************************************************
 KY0687  DESIGNATION -  L 254
 KY0687  PID         -  KY0687
 KY0687  STATE/COUNTY-  PA/ALLEGHENY
 KY0687  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0687
 KY0687                         *CURRENT SURVEY CONTROL
 KY0687  ___________________________________________________________________
 KY0687* NAD 83(1986)-  40 25 14.     (N)    080 02 24.     (W)     SCALED    
 KY0687* NAVD 88     -       336.728  (meters)    1104.75   (feet)  ADJUSTED  
 KY0687  ___________________________________________________________________
 KY0687  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 KY0687  DYNAMIC HT  -         336.555 (meters)    1104.18  (feet)  COMP
 KY0687  MODELED GRAV-     980,100.5   (mgal)                       NAVD 88
 KY0687
 KY0687  VERT ORDER  -  SECOND    CLASS 0
 KY0687
 KY0687.The horizontal coordinates were scaled from a topographic map and have
 KY0687.an estimated accuracy of +/- 6 seconds.
 KY0687
 KY0687.The orthometric height was determined by differential leveling
 KY0687.and adjusted by the National Geodetic Survey in June 1991..
 KY0687
 KY0687.The geoid height was determined by GEOID03.
 KY0687
 KY0687.The dynamic height is computed by dividing the NAVD 88
 KY0687.geopotential number by the normal gravity value computed on the
 KY0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0687.degrees latitude (g = 980.6199 gals.).
 KY0687
 KY0687.The modeled gravity was interpolated from observed gravity values.
 KY0687
 KY0687;                    North         East    Units  Estimated Accuracy
 KY0687;SPC PA S     -   123,240.      405,680.      MT  (+/- 180 meters Scaled)
 KY0687
 KY0687                          SUPERSEDED SURVEY CONTROL
 KY0687
 KY0687  NGVD 29 (??/??/92)  336.888  (m)         1105.27   (f) ADJ UNCH    2 0
 KY0687
 KY0687.Superseded values are not recommended for survey control.
 KY0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0687.See file dsdata.txt to determine how the superseded data were derived.
 KY0687
 KY0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE814748(NAD 83)
 KY0687_MARKER: DB = BENCH MARK DISK
 KY0687_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0687_SP_SET: CATCH BASIN
 KY0687_STAMPING: L 254 1960
 KY0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0687
 KY0687  HISTORY     - Date     Condition        Report By
 KY0687  HISTORY     - 1960     MONUMENTED       CGS
 KY0687  HISTORY     - 19920801 MARK NOT FOUND   USGS
 KY0687  HISTORY     - 20040521 MARK NOT FOUND   USPSQD
 KY0687
 KY0687                          STATION DESCRIPTION
 KY0687
 KY0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0687'1.5 MI SW FROM PITTSBURGH.
 KY0687'ABOUT 1.5 MILE SOUTHWEST ALONG U.S. HIGHWAY 22 FROM THE WEST END
 KY0687'OF THE FORT PITT TUNNEL IN PITTSBURGH, SET IN TOP CENTER OF THE
 KY0687'BACKWALL OF A 5 FOOT BY 3 FOOT CATCH DRAIN, 51 FEET NORTH OF THE
 KY0687'CENTERLINE OF U.S. HIGHWAY 22, ABOUT LEVEL WITH THE HIGHWAY AND
 KY0687'DRILLED IN HORIZONTAL.  NOTE-- ABOUT 0.35 MILE EAST OF THE
 KY0687'GREENTREE, CRAFTON, MT LEBANON INTERCHANGE.
 KY0687
 KY0687                          STATION RECOVERY (1992)
 KY0687
 KY0687'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1992
 KY0687'MARK NOT FOUND.
 KY0687
 KY0687                          STATION RECOVERY (2004)
 KY0687
 KY0687'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN)
 KY0687'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0641 ***********************************************************************
 KY0641  DESIGNATION -  L 255
 KY0641  PID         -  KY0641
 KY0641  STATE/COUNTY-  PA/WASHINGTON
 KY0641  USGS QUAD   -  WASHINGTON WEST (1969)
 KY0641
 KY0641                         *CURRENT SURVEY CONTROL
 KY0641  ___________________________________________________________________
 KY0641* NAD 83(1986)-  40 09 16.     (N)    080 18 05.     (W)     SCALED    
 KY0641* NAVD 88     -       385.646  (meters)    1265.24   (feet)  ADJUSTED  
 KY0641  ___________________________________________________________________
 KY0641  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 KY0641  DYNAMIC HT  -         385.425 (meters)    1264.52  (feet)  COMP
 KY0641  MODELED GRAV-     980,042.2   (mgal)                       NAVD 88
 KY0641
 KY0641  VERT ORDER  -  SECOND    CLASS 0
 KY0641
 KY0641.The horizontal coordinates were scaled from a topographic map and have
 KY0641.an estimated accuracy of +/- 6 seconds.
 KY0641
 KY0641.The orthometric height was determined by differential leveling
 KY0641.and adjusted by the National Geodetic Survey in June 1991..
 KY0641
 KY0641.The geoid height was determined by GEOID03.
 KY0641
 KY0641.The dynamic height is computed by dividing the NAVD 88
 KY0641.geopotential number by the normal gravity value computed on the
 KY0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0641.degrees latitude (g = 980.6199 gals.).
 KY0641
 KY0641.The modeled gravity was interpolated from observed gravity values.
 KY0641
 KY0641;                    North         East    Units  Estimated Accuracy
 KY0641;SPC PA S     -    94,310.      382,660.      MT  (+/- 180 meters Scaled)
 KY0641
 KY0641                          SUPERSEDED SURVEY CONTROL
 KY0641
 KY0641  NGVD 29 (??/??/92)  385.779  (m)         1265.68   (f) ADJ UNCH    2 0
 KY0641
 KY0641.Superseded values are not recommended for survey control.
 KY0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0641.See file dsdata.txt to determine how the superseded data were derived.
 KY0641
 KY0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE594451(NAD 83)
 KY0641_MARKER: DB = BENCH MARK DISK
 KY0641_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0641_SP_SET: CULVERT
 KY0641_STAMPING: L 255 1960
 KY0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0641
 KY0641  HISTORY     - Date     Condition        Report By
 KY0641  HISTORY     - 1960     MONUMENTED       CGS
 KY0641
 KY0641                          STATION DESCRIPTION
 KY0641
 KY0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KY0641'3.1 MI W FROM WASHINGTON.
 KY0641'ABOUT 3.1 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE PENNSYLVANIA
 KY0641'RAILROAD FREIGHT OFFICE IN WASHINGTON, SET IN TOP AND 16 INCHES
 KY0641'SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL FOR A CULVERT,
 KY0641'24 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND DRILLED
 KY0641'IN HORIZONTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2457 ***********************************************************************
 KV2457  DESIGNATION -  L 256
 KV2457  PID         -  KV2457
 KV2457  STATE/COUNTY-  PA/BERKS
 KV2457  USGS QUAD   -  ELVERSON (1997)
 KV2457
 KV2457                         *CURRENT SURVEY CONTROL
 KV2457  ___________________________________________________________________
 KV2457* NAD 83(1986)-  40 09 24.     (N)    075 51 28.     (W)     SCALED    
 KV2457* NAVD 88     -       177.516  (meters)     582.40   (feet)  ADJUSTED  
 KV2457  ___________________________________________________________________
 KV2457  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 KV2457  DYNAMIC HT  -         177.423 (meters)     582.10  (feet)  COMP
 KV2457  MODELED GRAV-     980,095.3   (mgal)                       NAVD 88
 KV2457
 KV2457  VERT ORDER  -  SECOND    CLASS 0
 KV2457
 KV2457.The horizontal coordinates were scaled from a topographic map and have
 KV2457.an estimated accuracy of +/- 6 seconds.
 KV2457
 KV2457.The orthometric height was determined by differential leveling
 KV2457.and adjusted by the National Geodetic Survey in June 1991..
 KV2457
 KV2457.The geoid height was determined by GEOID03.
 KV2457
 KV2457.The dynamic height is computed by dividing the NAVD 88
 KV2457.geopotential number by the normal gravity value computed on the
 KV2457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2457.degrees latitude (g = 980.6199 gals.).
 KV2457
 KV2457.The modeled gravity was interpolated from observed gravity values.
 KV2457
 KV2457;                    North         East    Units  Estimated Accuracy
 KV2457;SPC PA S     -    93,150.      761,200.      MT  (+/- 180 meters Scaled)
 KV2457
 KV2457                          SUPERSEDED SURVEY CONTROL
 KV2457
 KV2457  NGVD 29 (??/??/??)  177.756  (m)          583.19   (f) ADJUSTED    2 0
 KV2457
 KV2457.Superseded values are not recommended for survey control.
 KV2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2457.See file dsdata.txt to determine how the superseded data were derived.
 KV2457
 KV2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK269454(NAD 83)
 KV2457_MARKER: DB = BENCH MARK DISK
 KV2457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2457_STAMPING: L 256 1960
 KV2457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2457+STABILITY: SURFACE MOTION
 KV2457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV2457+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2003
 KV2457
 KV2457  HISTORY     - Date     Condition        Report By
 KV2457  HISTORY     - 1960     MONUMENTED       CGS
 KV2457  HISTORY     - 20011002 GOOD             USPSQD
 KV2457  HISTORY     - 20030314 GOOD             USPSQD
 KV2457
 KV2457                          STATION DESCRIPTION
 KV2457
 KV2457'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2457'1.8 MI E FROM MORGANTOWN.
 KV2457'ABOUT 1.8 MILES EAST ALONG STATE HIGHWAY 23 FROM ITS JUNCTION
 KV2457'WITH U.S. HIGHWAY 122 IN THE CENTER OF MORGANTOWN, ABOUT 0.1
 KV2457'MILE WEST OF THE JUNCTION OF AN ASPHALT ROAD LEADING NORTH TO
 KV2457'THE TWIN VALLEY HIGH SCHOOL, ABOUT 0.8 MILE EAST OF THE LARGE
 KV2457'BRIDGE OVER THE PENNSYLVANIA TURNPIKE, 32 FEET NORTH OF THE
 KV2457'CENTER LINE OF THE HIGHWAY, 2.6 FEET WEST OF POWER LINE POLE NO.
 KV2457'77362.  1.8 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 KV2457'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 KV2457'THE GROUND.
 KV2457
 KV2457                          STATION RECOVERY (2001)
 KV2457
 KV2457'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV2457'POWER POLE NO. CHANGE. NO WITNESS POST.  ADD (5 FT WEST OF POWER LINE
 KV2457'POLE NO. PPL52879-53056.)
 KV2457
 KV2457                          STATION RECOVERY (2003)
 KV2457
 KV2457'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEQ)
 KV2457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2410 ***********************************************************************
 KV2410  DESIGNATION -  L 257
 KV2410  PID         -  KV2410
 KV2410  STATE/COUNTY-  PA/BERKS
 KV2410  USGS QUAD   -  READING (1983)
 KV2410
 KV2410                         *CURRENT SURVEY CONTROL
 KV2410  ___________________________________________________________________
 KV2410* NAD 83(1986)-  40 18 31.     (N)    075 54 29.     (W)     SCALED    
 KV2410* NAVD 88     -        74.763  (meters)     245.28   (feet)  ADJUSTED  
 KV2410  ___________________________________________________________________
 KV2410  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 KV2410  DYNAMIC HT  -          74.725 (meters)     245.16  (feet)  COMP
 KV2410  MODELED GRAV-     980,109.3   (mgal)                       NAVD 88
 KV2410
 KV2410  VERT ORDER  -  SECOND    CLASS 0
 KV2410
 KV2410.The horizontal coordinates were scaled from a topographic map and have
 KV2410.an estimated accuracy of +/- 6 seconds.
 KV2410
 KV2410.The orthometric height was determined by differential leveling
 KV2410.and adjusted by the National Geodetic Survey in June 1991..
 KV2410
 KV2410.The geoid height was determined by GEOID03.
 KV2410
 KV2410.The dynamic height is computed by dividing the NAVD 88
 KV2410.geopotential number by the normal gravity value computed on the
 KV2410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2410.degrees latitude (g = 980.6199 gals.).
 KV2410
 KV2410.The modeled gravity was interpolated from observed gravity values.
 KV2410
 KV2410;                    North         East    Units  Estimated Accuracy
 KV2410;SPC PA S     -   109,920.      756,560.      MT  (+/- 180 meters Scaled)
 KV2410
 KV2410                          SUPERSEDED SURVEY CONTROL
 KV2410
 KV2410  NGVD 29 (??/??/??)   75.004  (m)          246.08   (f) ADJUSTED    2 0
 KV2410
 KV2410.Superseded values are not recommended for survey control.
 KV2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2410.See file dsdata.txt to determine how the superseded data were derived.
 KV2410
 KV2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK228624(NAD 83)
 KV2410_MARKER: DB = BENCH MARK DISK
 KV2410_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2410_SP_SET: BRIDGE ABUTMENT
 KV2410_STAMPING: L 257 1960
 KV2410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2410_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV2410+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2001
 KV2410
 KV2410  HISTORY     - Date     Condition        Report By
 KV2410  HISTORY     - 1960     MONUMENTED       CGS
 KV2410  HISTORY     - 20011117 GOOD             USPSQD
 KV2410
 KV2410                          STATION DESCRIPTION
 KV2410
 KV2410'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2410'3.1 MI SSE FROM READING.
 KV2410'ABOUT 2.7 MILES SOUTHEAST ALONG THE MAIN LINE OF THE READING
 KV2410'RAILWAY FROM THE STATION AT READING, THENCE 0.4 MILE SOUTH ALONG
 KV2410'THE BRANCH OF THE READING RAILWAY, AT AN OVERHEAD BRIDGE OF THE
 KV2410'PENNSYLVANIA RAILROAD OVER THE READING RAILWAY, ON TOP OF THE
 KV2410'NORTH END OF THE WEST CONCRETE ABUTMENT OF THE PENNSYLVANIA
 KV2410'RAILROAD BRIDGE, 5.7 FEET NORTH OF THE NORTH RAIL AND ABOUT
 KV2410'2 FEET BELOW THE LEVEL OF THE TRACK.  NOTE-- THIS BRIDGE IS THE
 KV2410'FIRST BRIDGE WEST OF THE SCHUYLKILL RIVER.
 KV2410
 KV2410                          STATION RECOVERY (2001)
 KV2410
 KV2410'RECOVERY NOTE BY US POWER SQUADRON 2001 (KEQ)
 KV2410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0823 ***********************************************************************
 KX0823  DESIGNATION -  L 25.72
 KX0823  PID         -  KX0823
 KX0823  STATE/COUNTY-  PA/INDIANA
 KX0823  USGS QUAD   -  ERNEST (1973)
 KX0823
 KX0823                         *CURRENT SURVEY CONTROL
 KX0823  ___________________________________________________________________
 KX0823* NAD 83(1986)-  40 41 28.     (N)    079 10 27.     (W)     SCALED    
 KX0823* NAVD 88     -       323.44   (+/-2cm)    1061.2    (feet)  VERTCON   
 KX0823  ___________________________________________________________________
 KX0823  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KX0823
 KX0823  VERT ORDER  -  ? (See Below)
 KX0823
 KX0823.The horizontal coordinates were scaled from a topographic map and have
 KX0823.an estimated accuracy of +/- 6 seconds.
 KX0823
 KX0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0823.The vertical order pertains to the NGVD 29 superseded value.
 KX0823
 KX0823.The geoid height was determined by GEOID03.
 KX0823
 KX0823;                    North         East    Units  Estimated Accuracy
 KX0823;SPC PA S     -   151,730.      479,630.      MT  (+/- 180 meters Scaled)
 KX0823
 KX0823                          SUPERSEDED SURVEY CONTROL
 KX0823
 KX0823  NGVD 29 (??/??/92)  323.622  (m)         1061.75   (f) ADJ UNCH    ?  
 KX0823
 KX0823.Superseded values are not recommended for survey control.
 KX0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0823.See file dsdata.txt to determine how the superseded data were derived.
 KX0823
 KX0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF542060(NAD 83)
 KX0823_MARKER: Z = SEE DESCRIPTION
 KX0823_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0823_SP_SET: CONC VALVE BOX
 KX0823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0823
 KX0823  HISTORY     - Date     Condition        Report By
 KX0823  HISTORY     - 1917     MONUMENTED       BORR
 KX0823
 KX0823                          STATION DESCRIPTION
 KX0823
 KX0823'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1917
 KX0823'AT CUMMINGS.
 KX0823'AT CUMMINGS, ON CONCRETE VALVE BOX BACK OF WATER TANK AT CUMMINGS
 KX0823'ON LEFT OF 1358+45.0.  A B.R. AND P. RY. STANDARD PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0501 ***********************************************************************
 KW0501  DESIGNATION -  L 258
 KW0501  PID         -  KW0501
 KW0501  STATE/COUNTY-  PA/LEBANON
 KW0501  USGS QUAD   -  FREDERICKSBURG (1978)
 KW0501
 KW0501                         *CURRENT SURVEY CONTROL
 KW0501  ___________________________________________________________________
 KW0501* NAD 83(1986)-  40 27 09.     (N)    076 23 17.     (W)     SCALED    
 KW0501* NAVD 88     -       153.795  (meters)     504.58   (feet)  ADJUSTED  
 KW0501  ___________________________________________________________________
 KW0501  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 KW0501  DYNAMIC HT  -         153.717 (meters)     504.32  (feet)  COMP
 KW0501  MODELED GRAV-     980,115.5   (mgal)                       NAVD 88
 KW0501
 KW0501  VERT ORDER  -  SECOND    CLASS 0
 KW0501
 KW0501.The horizontal coordinates were scaled from a topographic map and have
 KW0501.an estimated accuracy of +/- 6 seconds.
 KW0501
 KW0501.The orthometric height was determined by differential leveling
 KW0501.and adjusted by the National Geodetic Survey in June 1991..
 KW0501
 KW0501.The geoid height was determined by GEOID03.
 KW0501
 KW0501.The dynamic height is computed by dividing the NAVD 88
 KW0501.geopotential number by the normal gravity value computed on the
 KW0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0501.degrees latitude (g = 980.6199 gals.).
 KW0501
 KW0501.The modeled gravity was interpolated from observed gravity values.
 KW0501
 KW0501;                    North         East    Units  Estimated Accuracy
 KW0501;SPC PA S     -   125,160.      715,520.      MT  (+/- 180 meters Scaled)
 KW0501
 KW0501                          SUPERSEDED SURVEY CONTROL
 KW0501
 KW0501  NGVD 29 (??/??/??)  153.999  (m)          505.25   (f) ADJUSTED    2 0
 KW0501
 KW0501.Superseded values are not recommended for survey control.
 KW0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0501.See file dsdata.txt to determine how the superseded data were derived.
 KW0501
 KW0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK823789(NAD 83)
 KW0501_MARKER: DB = BENCH MARK DISK
 KW0501_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0501_SP_SET: CULVERT
 KW0501_STAMPING: L 258 1960
 KW0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW0501+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2004
 KW0501
 KW0501  HISTORY     - Date     Condition        Report By
 KW0501  HISTORY     - 1960     MONUMENTED       CGS
 KW0501  HISTORY     - 20040410 GOOD             GEOCAC
 KW0501
 KW0501                          STATION DESCRIPTION
 KW0501
 KW0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0501'2.3 MI E FROM FREDERICKSBURG.
 KW0501'ABOUT 2.3 MILES EAST ALONG U.S. HIGHWAY 22 FROM THE JUNCTION OF
 KW0501'STATE HIGHWAY 343 AND U.S. HIGHWAY 22 AT FREDERICKSBURG, SET
 KW0501'IN THE TOP OF A 5.0 FOOT LONG CONCRETE HEADWALL OF A CULVERT
 KW0501'UNDER U.S. HIGHWAY 22, AT AN INTERSECTION OF A GRAVELED ROAD
 KW0501'LEADING SOUTH, 30.0 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 KW0501'ROAD, 29.0 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND
 KW0501'TRAFFIC LANE OF U.S. HIGHWAY 22 AND ABOUT 1/2 FOOT BELOW THE
 KW0501'LEVEL OF THE HIGHWAY.
 KW0501
 KW0501                          STATION RECOVERY (2004)
 KW0501
 KW0501'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW0501'CHANGE DESCRIPTION, REMOVING 'GRAVELED'. ROAD IS PAVED AND IS NAMED
 KW0501'HAMLIN RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0196 ***********************************************************************
 KW0196  DESIGNATION -  L 259 PADH
 KW0196  PID         -  KW0196
 KW0196  STATE/COUNTY-  PA/BERKS
 KW0196  USGS QUAD   -  AUBURN (1983)
 KW0196
 KW0196                         *CURRENT SURVEY CONTROL
 KW0196  ___________________________________________________________________
 KW0196* NAD 83(1986)-  40 32 37.     (N)    076 02 03.     (W)     SCALED    
 KW0196* NAVD 88     -       134.224  (meters)     440.37   (feet)  ADJUSTED  
 KW0196  ___________________________________________________________________
 KW0196  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 KW0196  DYNAMIC HT  -         134.157 (meters)     440.15  (feet)  COMP
 KW0196  MODELED GRAV-     980,118.7   (mgal)                       NAVD 88
 KW0196
 KW0196  VERT ORDER  -  SECOND    CLASS 0
 KW0196
 KW0196.The horizontal coordinates were scaled from a topographic map and have
 KW0196.an estimated accuracy of +/- 6 seconds.
 KW0196
 KW0196.The orthometric height was determined by differential leveling
 KW0196.and adjusted by the National Geodetic Survey in June 1991..
 KW0196
 KW0196.The geoid height was determined by GEOID03.
 KW0196
 KW0196.The dynamic height is computed by dividing the NAVD 88
 KW0196.geopotential number by the normal gravity value computed on the
 KW0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0196.degrees latitude (g = 980.6199 gals.).
 KW0196
 KW0196.The modeled gravity was interpolated from observed gravity values.
 KW0196
 KW0196;                    North         East    Units  Estimated Accuracy
 KW0196;SPC PA S     -   135,800.      745,340.      MT  (+/- 180 meters Scaled)
 KW0196
 KW0196                          SUPERSEDED SURVEY CONTROL
 KW0196
 KW0196  NGVD 29 (??/??/??)  134.439  (m)          441.07   (f) ADJUSTED    2 0
 KW0196
 KW0196.Superseded values are not recommended for survey control.
 KW0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0196.See file dsdata.txt to determine how the superseded data were derived.
 KW0196
 KW0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK124886(NAD 83)
 KW0196_MARKER: DD = SURVEY DISK
 KW0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0196_SP_SET: CULVERT
 KW0196_STAMPING: L 259
 KW0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0196
 KW0196  HISTORY     - Date     Condition        Report By
 KW0196  HISTORY     - UNK      MONUMENTED       PADH
 KW0196  HISTORY     - 1960     GOOD             CGS
 KW0196
 KW0196                          STATION DESCRIPTION
 KW0196
 KW0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW0196'2 MI W FROM HAMBURG.
 KW0196'ABOUT 2.0 MILE WEST ALONG U.S. HIGHWAY 22 FROM THE CENTER OF THE
 KW0196'TRAFFIC INTERCHANGE FORMED BY THE JUNCTION OF U.S. HIGHWAY 122
 KW0196'AND U.S. HIGHWAY 22, SET ON THE TOP OF THE SOUTHWEST WINGWALL
 KW0196'OF A LARGE ARCHED CULVERT UNDER THE HIGHWAY, 51 FEET SOUTH OF THE
 KW0196'CENTER LINE OF THE EAST BOUND LANE OF THE HIGHWAY, AND ABOUT 15
 KW0196'FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0457 ***********************************************************************
 MA0457  DESIGNATION -  L 26
 MA0457  PID         -  MA0457
 MA0457  STATE/COUNTY-  PA/ELK
 MA0457  USGS QUAD   -  SAINT MARYS (1981)
 MA0457
 MA0457                         *CURRENT SURVEY CONTROL
 MA0457  ___________________________________________________________________
 MA0457* NAD 83(1986)-  41 27 50.     (N)    078 30 34.     (W)     SCALED    
 MA0457* NAVD 88     -       468.333  (meters)    1536.52   (feet)  ADJUSTED  
 MA0457  ___________________________________________________________________
 MA0457  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 MA0457  DYNAMIC HT  -         468.127 (meters)    1535.85  (feet)  COMP
 MA0457  MODELED GRAV-     980,168.5   (mgal)                       NAVD 88
 MA0457
 MA0457  VERT ORDER  -  SECOND    CLASS 0
 MA0457
 MA0457.The horizontal coordinates were scaled from a topographic map and have
 MA0457.an estimated accuracy of +/- 6 seconds.
 MA0457
 MA0457.The orthometric height was determined by differential leveling
 MA0457.and adjusted by the National Geodetic Survey in June 1991..
 MA0457
 MA0457.The geoid height was determined by GEOID03.
 MA0457
 MA0457.The dynamic height is computed by dividing the NAVD 88
 MA0457.geopotential number by the normal gravity value computed on the
 MA0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0457.degrees latitude (g = 980.6199 gals.).
 MA0457
 MA0457.The modeled gravity was interpolated from observed gravity values.
 MA0457
 MA0457;                    North         East    Units  Estimated Accuracy
 MA0457;SPC PA N     -   144,340.      536,560.      MT  (+/- 180 meters Scaled)
 MA0457
 MA0457                          SUPERSEDED SURVEY CONTROL
 MA0457
 MA0457  NGVD 29 (??/??/92)  468.48   (m)         1537.0    (f) COMPUTED    2 0
 MA0457
 MA0457.Superseded values are not recommended for survey control.
 MA0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0457.See file dsdata.txt to determine how the superseded data were derived.
 MA0457
 MA0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF079932(NAD 83)
 MA0457_MARKER: DB = BENCH MARK DISK
 MA0457_SETTING: 66 = SET IN ROCK OUTCROP
 MA0457_SP_SET: ROCK OUTCROP
 MA0457_STAMPING: L 26 1934
 MA0457_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA0457+STABILITY: POSITION/ELEVATION WELL
 MA0457
 MA0457  HISTORY     - Date     Condition        Report By
 MA0457  HISTORY     - 1934     MONUMENTED       CGS
 MA0457
 MA0457                          STATION DESCRIPTION
 MA0457
 MA0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0457'4.3 MI E FROM ST MARYS.
 MA0457'4.3 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM ST. MARYS,
 MA0457'ELK COUNTY, AT THE STATION AT BENZINGER, ABOUT 4,490 FEET EAST
 MA0457'OF MILEPOST 132, AT A CINDER ROAD CROSSING, 15 FEET EAST OF THE
 MA0457'CENTER LINE OF THE ROAD, 57 FEET NORTH OF THE CENTER LINE OF THE
 MA0457'TRACK, IN THE TOP OF A ROCK OUTCROP, AND ABOUT 2-1/4 FEET LOWER
 MA0457'THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2653 ***********************************************************************
 KV2653  DESIGNATION -  L 260 PADH
 KV2653  PID         -  KV2653
 KV2653  STATE/COUNTY-  PA/LEHIGH
 KV2653  USGS QUAD   -  ALLENTOWN WEST (1992)
 KV2653
 KV2653                         *CURRENT SURVEY CONTROL
 KV2653  ___________________________________________________________________
 KV2653* NAD 83(1986)-  40 35 03.     (N)    075 36 08.     (W)     SCALED    
 KV2653* NAVD 88     -       155.240  (meters)     509.32   (feet)  ADJUSTED  
 KV2653  ___________________________________________________________________
 KV2653  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 KV2653  DYNAMIC HT  -         155.162 (meters)     509.06  (feet)  COMP
 KV2653  MODELED GRAV-     980,119.9   (mgal)                       NAVD 88
 KV2653
 KV2653  VERT ORDER  -  SECOND    CLASS 0
 KV2653
 KV2653.The horizontal coordinates were scaled from a topographic map and have
 KV2653.an estimated accuracy of +/- 6 seconds.
 KV2653
 KV2653.The orthometric height was determined by differential leveling
 KV2653.and adjusted by the National Geodetic Survey in June 1991..
 KV2653
 KV2653.The geoid height was determined by GEOID03.
 KV2653
 KV2653.The dynamic height is computed by dividing the NAVD 88
 KV2653.geopotential number by the normal gravity value computed on the
 KV2653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2653.degrees latitude (g = 980.6199 gals.).
 KV2653
 KV2653.The modeled gravity was interpolated from observed gravity values.
 KV2653
 KV2653;                    North         East    Units  Estimated Accuracy
 KV2653;SPC PA S     -   141,100.      781,810.      MT  (+/- 180 meters Scaled)
 KV2653
 KV2653                          SUPERSEDED SURVEY CONTROL
 KV2653
 KV2653  NGVD 29 (??/??/??)  155.445  (m)          509.99   (f) ADJUSTED    2 0
 KV2653
 KV2653.Superseded values are not recommended for survey control.
 KV2653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2653.See file dsdata.txt to determine how the superseded data were derived.
 KV2653
 KV2653_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK490927(NAD 83)
 KV2653_MARKER: DD = SURVEY DISK
 KV2653_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2653_SP_SET: BRIDGE
 KV2653_STAMPING: L 260
 KV2653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2653
 KV2653  HISTORY     - Date     Condition        Report By
 KV2653  HISTORY     - 1960     MONUMENTED       PADH
 KV2653  HISTORY     - 1960     GOOD             CGS
 KV2653
 KV2653                          STATION DESCRIPTION
 KV2653
 KV2653'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV2653'1.2 MI E FROM FOGELSVILLE.
 KV2653'1.15 MILES EAST ALONG U.S. HIGHWAY 22 FROM THE FOGELSVILLE
 KV2653'INTERCHANGE AT FOGELSVILLE, ABOUT 0.05 MILE EAST OF THE CROSSING
 KV2653'OF THE READING RAILWAY, ON THE TOP OF THE SOUTHWEST CONCRETE
 KV2653'WINGWALL OF A 40-FEET LONG CONCRETE BRIDGE OVER AND ASPHALT ROAD,
 KV2653'22.8 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1/2
 KV2653'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV6694 ***********************************************************************
 KV6694  DESIGNATION -  L 260 RESET
 KV6694  PID         -  KV6694
 KV6694  STATE/COUNTY-  PA/LEHIGH
 KV6694  USGS QUAD   -  ALLENTOWN WEST (1992)
 KV6694
 KV6694                         *CURRENT SURVEY CONTROL
 KV6694  ___________________________________________________________________
 KV6694* NAD 83(1986)-  40 35 02.     (N)    075 36 05.     (W)     SCALED    
 KV6694* NAVD 88     -       148.24   (+/-2cm)     486.4    (feet)  VERTCON   
 KV6694  ___________________________________________________________________
 KV6694  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 KV6694
 KV6694  VERT ORDER  -  THIRD (See Below)
 KV6694
 KV6694.The horizontal coordinates were scaled from a topographic map and have
 KV6694.an estimated accuracy of +/- 6 seconds.
 KV6694
 KV6694.The NAVD 88 height was computed by applying the VERTCON shift value to
 KV6694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KV6694.The vertical order pertains to the NGVD 29 superseded value.
 KV6694
 KV6694.The geoid height was determined by GEOID03.
 KV6694
 KV6694;                    North         East    Units  Estimated Accuracy
 KV6694;SPC PA S     -   141,070.      781,880.      MT  (+/- 180 meters Scaled)
 KV6694
 KV6694                          SUPERSEDED SURVEY CONTROL
 KV6694
 KV6694  NGVD 29 (02/24/03)  148.44   (m)          487.0    (f) RESET       3  
 KV6694
 KV6694.Superseded values are not recommended for survey control.
 KV6694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV6694.See file dsdata.txt to determine how the superseded data were derived.
 KV6694
 KV6694_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK491927(NAD 83)
 KV6694_MARKER: DV = VERTICAL CONTROL DISK
 KV6694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV6694_SP_SET: CONCRETE POST
 KV6694_STAMPING: L 260 RESET 1987
 KV6694_MARK LOGO: NGS   
 KV6694_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV6694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV6694+STABILITY: SURFACE MOTION
 KV6694
 KV6694  HISTORY     - Date     Condition        Report By
 KV6694  HISTORY     - 1987     MONUMENTED       PADT
 KV6694
 KV6694                          STATION DESCRIPTION
 KV6694
 KV6694'DESCRIBED BY PA DEPT OF TRANSP 1987
 KV6694'1.15 MILES EAST ALONG INTERSTATE I78 FROM THE FOGELSVILLE INTERCHANGE
 KV6694'AND ABOUT 0.15 MILES EAST-SOUTHEAST OF THE RAILWAY UNDERPASS AND
 KV6694'ABOUT 0.1 MILES SOUTH OF THE INTERSTATE BRIDGE OVER ROOPVILLE ROAD
 KV6694'THEN ABOUT 0.1 MILES EAST ALONG ANDROSKY LANE TO A WHITE TRIMMED
 KV6694'STONE HOUSE ON THE RIGHT, 12.5 FEET SOUTH OF THE CENTER OF ANDROSKY
 KV6694'LANE, 31.3 FEET WEST OF POWER POLE TT4131 AND 19.6 FEET
 KV6694'NORTH-NORTHWEST OF A 1.3 FOOT IN DIAMETER PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0279 ***********************************************************************
 KY0279  DESIGNATION -  L 263
 KY0279  PID         -  KY0279
 KY0279  STATE/COUNTY-  PA/ALLEGHENY
 KY0279  USGS QUAD   -  OAKDALE (1993)
 KY0279
 KY0279                         *CURRENT SURVEY CONTROL
 KY0279  ___________________________________________________________________
 KY0279* NAD 83(1986)-  40 29 42.     (N)    080 13 09.     (W)     SCALED    
 KY0279* NAVD 88     -       350.709  (meters)    1150.62   (feet)  ADJUSTED  
 KY0279  ___________________________________________________________________
 KY0279  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KY0279  DYNAMIC HT  -         350.523 (meters)    1150.01  (feet)  COMP
 KY0279  MODELED GRAV-     980,086.0   (mgal)                       NAVD 88
 KY0279
 KY0279  VERT ORDER  -  SECOND    CLASS 0
 KY0279
 KY0279.The horizontal coordinates were scaled from a topographic map and have
 KY0279.an estimated accuracy of +/- 6 seconds.
 KY0279
 KY0279.The orthometric height was determined by differential leveling
 KY0279.and adjusted by the National Geodetic Survey in June 1991..
 KY0279
 KY0279.The geoid height was determined by GEOID03.
 KY0279
 KY0279.The dynamic height is computed by dividing the NAVD 88
 KY0279.geopotential number by the normal gravity value computed on the
 KY0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0279.degrees latitude (g = 980.6199 gals.).
 KY0279
 KY0279.The modeled gravity was interpolated from observed gravity values.
 KY0279
 KY0279;                    North         East    Units  Estimated Accuracy
 KY0279;SPC PA S     -   131,910.      390,710.      MT  (+/- 180 meters Scaled)
 KY0279
 KY0279                          SUPERSEDED SURVEY CONTROL
 KY0279
 KY0279  NGVD 29 (??/??/92)  350.858  (m)         1151.11   (f) ADJ UNCH    2 0
 KY0279
 KY0279.Superseded values are not recommended for survey control.
 KY0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0279.See file dsdata.txt to determine how the superseded data were derived.
 KY0279
 KY0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE661829(NAD 83)
 KY0279_MARKER: DB = BENCH MARK DISK
 KY0279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KY0279_SP_SET: THRESHOLD
 KY0279_STAMPING: L 263 1963
 KY0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KY0279
 KY0279  HISTORY     - Date     Condition        Report By
 KY0279  HISTORY     - 1963     MONUMENTED       CGS
 KY0279  HISTORY     - 1971     GOOD             NGS
 KY0279  HISTORY     - 20040621 MARK NOT FOUND   PADT
 KY0279
 KY0279                          STATION DESCRIPTION
 KY0279
 KY0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 KY0279'AT GREATER PITTSBURGH APT.
 KY0279'THIS MARK IS LOCATED AT THE GREATER PITTSBURGH AIRPORT.  IT
 KY0279'IS AT THE SOUTHERN END OF THE SOUTH WING OF THE TERMINAL
 KY0279'BUILDING, AT THE TRANS WORLD AIRLINES SERVICE ENTRANCE.  THE
 KY0279'MARK IS A STANDARD BRONZE DISK SET IN A DRILL HOLE IN THE WEST
 KY0279'END OF THE EAST REINFORCED CONCRETE THRESHOLD OF THE SERVICE
 KY0279'ENTRANCE.  NOTE-- AN ADDITION TO THE TERMINAL BUILDING IS UNDER
 KY0279'CONSTRUCTION AT THIS DATE.  UPON COMPLETION OF THE CONSTRUCTION
 KY0279'THE MARK WILL BE INSIDE THE BUILDING.
 KY0279
 KY0279                          STATION RECOVERY (1971)
 KY0279
 KY0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KY0279'RECOVERED IN GOOD CONDITION.
 KY0279
 KY0279                          STATION RECOVERY (2004)
 KY0279
 KY0279'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (CAB)
 KY0279'BELIEVED TO BE DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2131 ***********************************************************************
 KW2131  DESIGNATION -  L 264
 KW2131  PID         -  KW2131
 KW2131  STATE/COUNTY-  PA/CUMBERLAND
 KW2131  USGS QUAD   -  PLAINFIELD (1975)
 KW2131
 KW2131                         *CURRENT SURVEY CONTROL
 KW2131  ___________________________________________________________________
 KW2131* NAD 83(1986)-  40 09 30.     (N)    077 19 21.     (W)     SCALED    
 KW2131* NAVD 88     -       178.537  (meters)     585.75   (feet)  ADJUSTED  
 KW2131  ___________________________________________________________________
 KW2131  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 KW2131  DYNAMIC HT  -         178.444 (meters)     585.45  (feet)  COMP
 KW2131  MODELED GRAV-     980,097.5   (mgal)                       NAVD 88
 KW2131
 KW2131  VERT ORDER  -  FIRST     CLASS II
 KW2131
 KW2131.The horizontal coordinates were scaled from a topographic map and have
 KW2131.an estimated accuracy of +/- 6 seconds.
 KW2131
 KW2131.The orthometric height was determined by differential leveling
 KW2131.and adjusted by the National Geodetic Survey in June 1991..
 KW2131
 KW2131.The geoid height was determined by GEOID03.
 KW2131
 KW2131.The dynamic height is computed by dividing the NAVD 88
 KW2131.geopotential number by the normal gravity value computed on the
 KW2131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2131.degrees latitude (g = 980.6199 gals.).
 KW2131
 KW2131.The modeled gravity was interpolated from observed gravity values.
 KW2131
 KW2131;                    North         East    Units  Estimated Accuracy
 KW2131;SPC PA S     -    91,690.      636,420.      MT  (+/- 180 meters Scaled)
 KW2131
 KW2131                          SUPERSEDED SURVEY CONTROL
 KW2131
 KW2131  NGVD 29 (??/??/??)  178.759  (m)          586.48   (f) ADJUSTED    1 2
 KW2131
 KW2131.Superseded values are not recommended for survey control.
 KW2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2131.See file dsdata.txt to determine how the superseded data were derived.
 KW2131
 KW2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK022479(NAD 83)
 KW2131_MARKER: DB = BENCH MARK DISK
 KW2131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2131_SP_SET: CULVERT
 KW2131_STAMPING: L 264 1960
 KW2131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2131_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW2131+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2005
 KW2131
 KW2131  HISTORY     - Date     Condition        Report By
 KW2131  HISTORY     - 1960     MONUMENTED       CGS
 KW2131  HISTORY     - 1979     GOOD             NGS
 KW2131  HISTORY     - 20050822 GOOD             GEOCAC
 KW2131  HISTORY     - 20060123 MARK NOT FOUND   PADT
 KW2131  HISTORY     - 20060822 GOOD             GEOCAC
 KW2131
 KW2131                          STATION DESCRIPTION
 KW2131
 KW2131'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KW2131'2 MI NE FROM NEWVILLE.
 KW2131'ABOUT 2.0 MILES NORTHEAST OF THE JUNCTIONS OF STATE HIGHWAY 233
 KW2131'AND U.S. HIGHWAY 11, WHICH IS ABOUT 2.7 MILES SOUTHEAST OF
 KW2131'NEWVILLE, 115 FEET SOUTHWEST OF A RED BRICK HOUSE, 58 FEET
 KW2131'WEST OF THE CENTER OF DRIVEWAY, 22 FEET NORTH OF THE CENTER OF
 KW2131'U.S. HIGHWAY 11, 14 FEET WEST OF POWERLINE POLE NO. 3666.  IT IS
 KW2131'SET IN THE TOP OF A L-SHAPE PIPE CULVERT WHICH IS 4 INCHES ABOVE
 KW2131'THE LEVEL OF THE HIGHWAY.
 KW2131
 KW2131                          STATION RECOVERY (1979)
 KW2131
 KW2131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW2131'NOTE--CHANGE POWER POLE MEASUREMENT TO 59 FEET WEST OF POWER POLE
 KW2131'NUMBER 36666 2405 6 11945 S30104.
 KW2131
 KW2131                          STATION RECOVERY (2005)
 KW2131
 KW2131'RECOVERY NOTE BY GEOCACHING 2005 (APC)
 KW2131'FOUND GENERALLY AS DESCRIBED. POLE 3666, WHICH IS MENTIONED IN THE
 KW2131'1960 DESCRIPTION, WAS NOT OBSERVED. MARK IS ABOUT 15 FEET WEST OF THE
 KW2131'DRIVEWAY LEADING TO HOUSE 2843, AND ABOUT 3.2 FEET NORTHEAST OF A
 KW2131'METAL POST SUPPORTING A MAILBOX.
 KW2131' 
 KW2131'MARK IS IN THE CENTER OF THE EAST WALL OF A V-SHAPED CULVERT. THE
 KW2131'CONCRETE CULVERT HAS BEGUN TO CRUMBLE, BUT THE DISK IS SOLID FOR NOW.
 KW2131'STATION IS ACROSS US HIGHWAY 11 FROM POLE 11946 S30096.
 KW2131' 
 KW2131'HANDHELD GPS COORDINATES -- 40 09 32.1 (N), 077 19 21.3 (W)
 KW2131
 KW2131                          STATION RECOVERY (2006)
 KW2131
 KW2131'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (LJM)
 KW2131'MARK NOT FOUND.
 KW2131
 KW2131                          STATION RECOVERY (2006)
 KW2131
 KW2131'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW2131'DISK REMAINS FIRMLY SEATED, BUT CULVERT CONTINUES TO DETERIORATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0131 ***********************************************************************
 JW0131  DESIGNATION -  L 265
 JW0131  PID         -  JW0131
 JW0131  STATE/COUNTY-  PA/FULTON
 JW0131  USGS QUAD   -  AMARANTH (1994)
 JW0131
 JW0131                         *CURRENT SURVEY CONTROL
 JW0131  ___________________________________________________________________
 JW0131* NAD 83(1986)-  39 52 27.     (N)    078 15 00.     (W)     SCALED    
 JW0131* NAVD 88     -       490.269  (meters)    1608.49   (feet)  ADJUSTED  
 JW0131  ___________________________________________________________________
 JW0131  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 JW0131  DYNAMIC HT  -         489.983 (meters)    1607.55  (feet)  COMP
 JW0131  MODELED GRAV-     980,026.4   (mgal)                       NAVD 88
 JW0131
 JW0131  VERT ORDER  -  SECOND    CLASS 0
 JW0131
 JW0131.The horizontal coordinates were scaled from a topographic map and have
 JW0131.an estimated accuracy of +/- 6 seconds.
 JW0131
 JW0131.The orthometric height was determined by differential leveling
 JW0131.and adjusted by the National Geodetic Survey in June 1991..
 JW0131
 JW0131.The geoid height was determined by GEOID03.
 JW0131
 JW0131.The dynamic height is computed by dividing the NAVD 88
 JW0131.geopotential number by the normal gravity value computed on the
 JW0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0131.degrees latitude (g = 980.6199 gals.).
 JW0131
 JW0131.The modeled gravity was interpolated from observed gravity values.
 JW0131
 JW0131;                    North         East    Units  Estimated Accuracy
 JW0131;SPC PA S     -    60,170.      557,230.      MT  (+/- 180 meters Scaled)
 JW0131
 JW0131                          SUPERSEDED SURVEY CONTROL
 JW0131
 JW0131  NGVD 29 (??/??/92)  490.450  (m)         1609.08   (f) ADJ UNCH    2 0
 JW0131
 JW0131.Superseded values are not recommended for survey control.
 JW0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0131.See file dsdata.txt to determine how the superseded data were derived.
 JW0131
 JW0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE351174(NAD 83)
 JW0131_MARKER: DB = BENCH MARK DISK
 JW0131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0131_SP_SET: CULVERT
 JW0131_STAMPING: L 265 1960
 JW0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0131
 JW0131  HISTORY     - Date     Condition        Report By
 JW0131  HISTORY     - 1960     MONUMENTED       CGS
 JW0131
 JW0131                          STATION DESCRIPTION
 JW0131
 JW0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JW0131'9.6 MI S FROM BREEZEWOOD.
 JW0131'ABOUT 9.65 MILE SOUTH ALONG STATE HY. 126 FROM THE JUNCTION
 JW0131'OF U.S. HY. 30 AND STATE HY. 126 IN BREEZEWOOD, STANDARD BENCH
 JW0131'MARK DISK DRILLED IN HORIZONTAL IN THE NORTH END OF CONCRETE
 JW0131'DRAIN CULVERT, 22 FEET NORTH WEST OF THE CENTERLINE OF HY. 126,
 JW0131'(NOTE-- CULVERT IS AT BOTTOM OF 18 FOOT ROAD BANK SOUTH EAST).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3320 ***********************************************************************
 JV3320  DESIGNATION -  L 266
 JV3320  PID         -  JV3320
 JV3320  STATE/COUNTY-  PA/FRANKLIN
 JV3320  USGS QUAD   -  HAGERSTOWN (1985)
 JV3320
 JV3320                         *CURRENT SURVEY CONTROL
 JV3320  ___________________________________________________________________
 JV3320* NAD 83(1986)-  39 43 49.     (N)    077 43 30.     (W)     SCALED    
 JV3320* NAVD 88     -       213.015  (meters)     698.87   (feet)  ADJUSTED  
 JV3320  ___________________________________________________________________
 JV3320  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 JV3320  DYNAMIC HT  -         212.891 (meters)     698.46  (feet)  COMP
 JV3320  MODELED GRAV-     980,039.1   (mgal)                       NAVD 88
 JV3320
 JV3320  VERT ORDER  -  FIRST     CLASS II
 JV3320
 JV3320.The horizontal coordinates were scaled from a topographic map and have
 JV3320.an estimated accuracy of +/- 6 seconds.
 JV3320
 JV3320.The orthometric height was determined by differential leveling
 JV3320.and adjusted by the National Geodetic Survey in June 1991..
 JV3320
 JV3320.The geoid height was determined by GEOID03.
 JV3320
 JV3320.The dynamic height is computed by dividing the NAVD 88
 JV3320.geopotential number by the normal gravity value computed on the
 JV3320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3320.degrees latitude (g = 980.6199 gals.).
 JV3320
 JV3320.The modeled gravity was interpolated from observed gravity values.
 JV3320
 JV3320;                    North         East    Units  Estimated Accuracy
 JV3320;SPC PA S     -    44,080.      602,140.      MT  (+/- 180 meters Scaled)
 JV3320
 JV3320                          SUPERSEDED SURVEY CONTROL
 JV3320
 JV3320  NGVD 29 (??/??/??)  213.202  (m)          699.48   (f) ADJUSTED    1 2
 JV3320
 JV3320.Superseded values are not recommended for survey control.
 JV3320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV3320.See file dsdata.txt to determine how the superseded data were derived.
 JV3320
 JV3320_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STK664013(NAD 83)
 JV3320_MARKER: DB = BENCH MARK DISK
 JV3320_SETTING: 66 = SET IN ROCK OUTCROP
 JV3320_SP_SET: SET IN ROCK OUTCROP
 JV3320_STAMPING: L 266 1960
 JV3320_MARK LOGO: CGS   
 JV3320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3320
 JV3320  HISTORY     - Date     Condition        Report By
 JV3320  HISTORY     - 1960     MONUMENTED       CGS
 JV3320  HISTORY     - 1979     GOOD             NGS
 JV3320  HISTORY     - 1984     GOOD             NGS
 JV3320
 JV3320                          STATION DESCRIPTION
 JV3320
 JV3320'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JV3320'4.4 MI S FROM GREENCASTLE.
 JV3320'ABOUT 2.6 MILE SOUTH ALONG U.S. 11 FROM THE JUNCTION OF STATE
 JV3320'HY. 16 AND U.S. 11 IN GREENCASTLE TO AN OVERHEAD BRIDGE OVER
 JV3320'INTERSTATE HY. 81, THENCE CONTINUE ON U.S. 11 FOR 1.8 MILE
 JV3320'TO BM, STANDARD BENCH MARK DISK DRILLED IN HORIZONTAL IN LARGE
 JV3320'ROCK, 20 FEET EAST OF THE CENTERLINE OF U.S. 11, 15 FEET SOUTH
 JV3320'OF TELEPHONE POLE NO. 123, 42 FEET NORTH WEST OF THE SOUTH WEST
 JV3320'POLE OF THE STATE LINE THEATRE SIGN.
 JV3320
 JV3320                          STATION RECOVERY (1979)
 JV3320
 JV3320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JV3320'RECOVERED IN GOOD CONDITION.
 JV3320
 JV3320                          STATION RECOVERY (1984)
 JV3320
 JV3320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JV3320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1643 ***********************************************************************
 KV1643  DESIGNATION -  L 267 PADH
 KV1643  PID         -  KV1643
 KV1643  STATE/COUNTY-  PA/LEHIGH
 KV1643  USGS QUAD   -  CATASAUQUA (1992)
 KV1643
 KV1643                         *CURRENT SURVEY CONTROL
 KV1643  ___________________________________________________________________
 KV1643* NAD 83(1986)-  40 37 50.     (N)    075 28 12.     (W)     SCALED    
 KV1643* NAVD 88     -       110.775  (meters)     363.43   (feet)  ADJUSTED  
 KV1643  ___________________________________________________________________
 KV1643  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 KV1643  DYNAMIC HT  -         110.722 (meters)     363.26  (feet)  COMP
 KV1643  MODELED GRAV-     980,138.3   (mgal)                       NAVD 88
 KV1643
 KV1643  VERT ORDER  -  SECOND    CLASS 0
 KV1643
 KV1643.The horizontal coordinates were scaled from a topographic map and have
 KV1643.an estimated accuracy of +/- 6 seconds.
 KV1643
 KV1643.The orthometric height was determined by differential leveling
 KV1643.and adjusted by the National Geodetic Survey in June 1991..
 KV1643
 KV1643.The geoid height was determined by GEOID03.
 KV1643
 KV1643.The dynamic height is computed by dividing the NAVD 88
 KV1643.geopotential number by the normal gravity value computed on the
 KV1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1643.degrees latitude (g = 980.6199 gals.).
 KV1643
 KV1643.The modeled gravity was interpolated from observed gravity values.
 KV1643
 KV1643;                    North         East    Units  Estimated Accuracy
 KV1643;SPC PA S     -   146,530.      792,870.      MT  (+/- 180 meters Scaled)
 KV1643
 KV1643                          SUPERSEDED SURVEY CONTROL
 KV1643
 KV1643  NGVD 29 (??/??/??)  110.990  (m)          364.14   (f) ADJUSTED    2 0
 KV1643
 KV1643.Superseded values are not recommended for survey control.
 KV1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1643.See file dsdata.txt to determine how the superseded data were derived.
 KV1643
 KV1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK602978(NAD 83)
 KV1643_MARKER: DD = SURVEY DISK
 KV1643_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1643_SP_SET: CURB
 KV1643_STAMPING: L 267
 KV1643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1643_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KV1643+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2002
 KV1643
 KV1643  HISTORY     - Date     Condition        Report By
 KV1643  HISTORY     - 1960     MONUMENTED       PADH
 KV1643  HISTORY     - 1960     GOOD             CGS
 KV1643  HISTORY     - 19950331 GOOD             USPSQD
 KV1643  HISTORY     - 20010710 GOOD             PADT
 KV1643  HISTORY     - 20021216 GOOD             GEOCAC
 KV1643
 KV1643                          STATION DESCRIPTION
 KV1643
 KV1643'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV1643'AT FULLERTON.
 KV1643'AT FULLERTON, AT THE FULLERTON INTERCHANGE, SET ON TOP OF THE
 KV1643'SOUTH END OF THE EAST CONCRETE CURBING OF THE LARGE FULLERTON
 KV1643'AVENUE BRIDGE OVER U.S. HIGHWAY 22, 37 FEET EAST OF THE CENTER
 KV1643'LINE OF FULLERTON AVENUE, 0.3 FOOT NORTH OF THE SOUTH END OF THE
 KV1643'CURB AND 1 FOOT ABOVE THE LEVEL OF THE AVENUE.
 KV1643
 KV1643                          STATION RECOVERY (1995)
 KV1643
 KV1643'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1643'RECOVERED IN GOOD CONDITION.
 KV1643
 KV1643                          STATION RECOVERY (2001)
 KV1643
 KV1643'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (SQ)
 KV1643'RECOVERED IN GOOD CONDITION.
 KV1643
 KV1643                          STATION RECOVERY (2002)
 KV1643
 KV1643'RECOVERY NOTE BY GEOCACHING 2002 (MDP)
 KV1643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1748 ***********************************************************************
 KV1748  DESIGNATION -  L 268
 KV1748  PID         -  KV1748
 KV1748  STATE/COUNTY-  PA/LEHIGH
 KV1748  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV1748
 KV1748                         *CURRENT SURVEY CONTROL
 KV1748  ___________________________________________________________________
 KV1748* NAD 83(1986)-  40 32 10.     (N)    075 23 44.     (W)     SCALED    
 KV1748* NAVD 88     -       123.560  (meters)     405.38   (feet)  ADJUSTED  
 KV1748  ___________________________________________________________________
 KV1748  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 KV1748  DYNAMIC HT  -         123.499 (meters)     405.18  (feet)  COMP
 KV1748  MODELED GRAV-     980,127.3   (mgal)                       NAVD 88
 KV1748
 KV1748  VERT ORDER  -  SECOND    CLASS 0
 KV1748
 KV1748.The horizontal coordinates were scaled from a topographic map and have
 KV1748.an estimated accuracy of +/- 6 seconds.
 KV1748
 KV1748.The orthometric height was determined by differential leveling
 KV1748.and adjusted by the National Geodetic Survey in June 1991..
 KV1748
 KV1748.The geoid height was determined by GEOID03.
 KV1748
 KV1748.The dynamic height is computed by dividing the NAVD 88
 KV1748.geopotential number by the normal gravity value computed on the
 KV1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1748.degrees latitude (g = 980.6199 gals.).
 KV1748
 KV1748.The modeled gravity was interpolated from observed gravity values.
 KV1748
 KV1748;                    North         East    Units  Estimated Accuracy
 KV1748;SPC PA S     -   136,210.      799,440.      MT  (+/- 180 meters Scaled)
 KV1748
 KV1748                          SUPERSEDED SURVEY CONTROL
 KV1748
 KV1748  NGVD 29 (??/??/??)  123.775  (m)          406.09   (f) ADJUSTED    2 0
 KV1748
 KV1748.Superseded values are not recommended for survey control.
 KV1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1748.See file dsdata.txt to determine how the superseded data were derived.
 KV1748
 KV1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK665873(NAD 83)
 KV1748_MARKER: DB = BENCH MARK DISK
 KV1748_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KV1748_SP_SET: CULVERT HEADWALL
 KV1748_STAMPING: L 268 1960
 KV1748_MARK LOGO: CGS   
 KV1748_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV1748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1748+STABILITY: SURFACE MOTION
 KV1748
 KV1748  HISTORY     - Date     Condition        Report By
 KV1748  HISTORY     - 1960     MONUMENTED       CGS
 KV1748  HISTORY     - 1964     GOOD             CGS
 KV1748  HISTORY     - 19930623 GOOD             PADT
 KV1748  HISTORY     - 19950818 MARK NOT FOUND   LOCENG
 KV1748  HISTORY     - 19970129 GOOD             USPSQD
 KV1748
 KV1748                          STATION DESCRIPTION
 KV1748
 KV1748'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KV1748'0.7 MI N FROM CENTER VALLEY.
 KV1748'0.7 MILE NORTH ALONG U.S. HIGHWAY 309 FROM THE CENTRAL SECTION
 KV1748'OF CENTER VALLEY, 39.3 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 KV1748'309, 14.6 FEET SOUTH OF THE CENTERLINE OF AN EAST AND WEST BLACKTOP
 KV1748'ROAD AND 2.8 FEET NORTH OF POWERLINE POLE NO. B-54538.  SET IN
 KV1748'TOP OF THE SOUTHWEST CORNER OF AN EAST HEADWALL OF AN 18-INCH
 KV1748'CONCRETE, ROUND, CULVERT UNDER U.S. HIGHWAY 309 AND ABOUT LEVEL
 KV1748'WITH THE SURFACE OF THE HIGHWAY.
 KV1748
 KV1748                          STATION RECOVERY (1964)
 KV1748
 KV1748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KV1748'RECOVERED IN GOOD CONDITION.
 KV1748
 KV1748                          STATION RECOVERY (1993)
 KV1748
 KV1748'RECOVERY NOTE BY PA DEPT OF TRANSP 1993
 KV1748'RECOVERED IN GOOD CONDITION.
 KV1748
 KV1748                          STATION RECOVERY (1995)
 KV1748
 KV1748'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995
 KV1748'MARK NOT FOUND.
 KV1748
 KV1748                          STATION RECOVERY (1997)
 KV1748
 KV1748'RECOVERY NOTE BY US POWER SQUADRON 1997
 KV1748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB7647 ***********************************************************************
 AB7647  DESIGNATION -  L 268 RESET
 AB7647  PID         -  AB7647
 AB7647  STATE/COUNTY-  PA/LEHIGH
 AB7647  USGS QUAD   -  ALLENTOWN EAST (1992)
 AB7647
 AB7647                         *CURRENT SURVEY CONTROL
 AB7647  ___________________________________________________________________
 AB7647* NAD 83(1986)-  40 32 10.     (N)    075 23 44.     (W)     SCALED    
 AB7647* NAVD 88     -       123.65   (meters)     405.7    (feet)  RESET     
 AB7647  ___________________________________________________________________
 AB7647  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 AB7647
 AB7647  VERT ORDER  -  THIRD
 AB7647
 AB7647.The horizontal coordinates were scaled from a topographic map and have
 AB7647.an estimated accuracy of +/- 6 seconds.
 AB7647
 AB7647.The orthometric height was computed from unverified reset data.
 AB7647
 AB7647.The geoid height was determined by GEOID03.
 AB7647
 AB7647;                    North         East    Units  Estimated Accuracy
 AB7647;SPC PA S     -   136,210.      799,440.      MT  (+/- 180 meters Scaled)
 AB7647
 AB7647                          SUPERSEDED SURVEY CONTROL
 AB7647
 AB7647.No superseded survey control is available for this station.
 AB7647
 AB7647_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK665873(NAD 83)
 AB7647_MARKER: DV = VERTICAL CONTROL DISK
 AB7647_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AB7647+WITH SETTING: PAVEMENT
 AB7647_SP_SET: TRAFFIC SIGNAL FOUNDATION
 AB7647_STAMPING: L 268 RESET 1995
 AB7647_MARK LOGO: NGS   
 AB7647_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7647+STABILITY: SURFACE MOTION
 AB7647
 AB7647  HISTORY     - Date     Condition        Report By
 AB7647  HISTORY     - 1995     MONUMENTED       LOCENG
 AB7647  HISTORY     - 20020128 GOOD             USPSQD
 AB7647
 AB7647                          STATION DESCRIPTION
 AB7647
 AB7647'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (ATV)
 AB7647'LOCATED AT PRESTON LANE, 0.7 MILES (1.1 KM) NORTH OF THE INTERSECTION
 AB7647'OF PA ROUTE 378 AND PA ROUTE 309 IN CENTER VALLEY, PA.  MARK IS
 AB7647'LOCATED ON THE SOUTHEAST CORNER OF THE INTERSECTION AND SET IN THE
 AB7647'FOUNDATION OF SIGNAL 4 FEET (1.2 M) EAST OF THE PA ROUTE 378 EDGE OF
 AB7647'SHOULDER AND 46 FEET (14.0 M) SOUTH OF THE CENTERLINE OF PRESTON LANE.
 AB7647
 AB7647                          STATION RECOVERY (2002)
 AB7647
 AB7647'RECOVERY NOTE BY US POWER SQUADRON 2002 (NCS)
 AB7647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1674 ***********************************************************************
 KV1674  DESIGNATION -  L 269
 KV1674  PID         -  KV1674
 KV1674  STATE/COUNTY-  PA/NORTHAMPTON
 KV1674  USGS QUAD   -  NAZARETH (1992)
 KV1674
 KV1674                         *CURRENT SURVEY CONTROL
 KV1674  ___________________________________________________________________
 KV1674* NAD 83(1986)-  40 38 55.     (N)    075 18 20.     (W)     SCALED    
 KV1674* NAVD 88     -        99.934  (meters)     327.87   (feet)  ADJUSTED  
 KV1674  ___________________________________________________________________
 KV1674  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KV1674  DYNAMIC HT  -          99.886 (meters)     327.71  (feet)  COMP
 KV1674  MODELED GRAV-     980,136.6   (mgal)                       NAVD 88
 KV1674
 KV1674  VERT ORDER  -  FIRST     CLASS II
 KV1674
 KV1674.The horizontal coordinates were scaled from a topographic map and have
 KV1674.an estimated accuracy of +/- 6 seconds.
 KV1674
 KV1674.The orthometric height was determined by differential leveling
 KV1674.and adjusted by the National Geodetic Survey in June 1991..
 KV1674.WARNING-Repeat measurements at this control monument indicate possible
 KV1674.vertical movement.
 KV1674
 KV1674.The geoid height was determined by GEOID03.
 KV1674
 KV1674.The dynamic height is computed by dividing the NAVD 88
 KV1674.geopotential number by the normal gravity value computed on the
 KV1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1674.degrees latitude (g = 980.6199 gals.).
 KV1674
 KV1674.The modeled gravity was interpolated from observed gravity values.
 KV1674
 KV1674;                    North         East    Units  Estimated Accuracy
 KV1674;SPC PA S     -   148,900.      806,720.      MT  (+/- 180 meters Scaled)
 KV1674
 KV1674                          SUPERSEDED SURVEY CONTROL
 KV1674
 KV1674  NGVD 29 (??/??/??)  100.129  (m)          328.51   (f) ADJUSTED    1 2
 KV1674
 KV1674.Superseded values are not recommended for survey control.
 KV1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1674.See file dsdata.txt to determine how the superseded data were derived.
 KV1674
 KV1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK741997(NAD 83)
 KV1674_MARKER: DB = BENCH MARK DISK
 KV1674_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1674_SP_SET: CULVERT
 KV1674_STAMPING: L 269 1960
 KV1674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1674
 KV1674  HISTORY     - Date     Condition        Report By
 KV1674  HISTORY     - 1960     MONUMENTED       CGS
 KV1674  HISTORY     - 1961     GOOD             CGS
 KV1674  HISTORY     - 1979     GOOD             NGS
 KV1674  HISTORY     - 1984     GOOD             USPSQD
 KV1674  HISTORY     - 19940425 GOOD             USPSQD
 KV1674  HISTORY     - 20030102 MARK NOT FOUND   USPSQD
 KV1674
 KV1674                          STATION DESCRIPTION
 KV1674
 KV1674'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KV1674'9.5 MI SW FROM EASTON.
 KV1674'6.6 MILE WEST ALONG U.S. HY. 22 FROM WHERE HY. 22 GOES 3RD. ST.
 KV1674'IN EASTON THENCE 1.15 MILE SOUTH ALONG GREEN POND RD.  THENCE
 KV1674'0.2 MILE WEST ON WM. PENN HY. THENCE 1.35 MILE SOUTH ALONG
 KV1674'FARMERSVILLE RD. THENCE 0.2 MILE EAST ON ALT. U.S. HY. 22,
 KV1674'SET ON TOP OF THE WEST END OF THE NORTH HEADWALL FOR A CONCRETE
 KV1674'CULVERT (DOUBLE) 8 FT X 3 FT UNDER THE ROAD, 15 FEET NORTH OF
 KV1674'THE CENTERLINE OF ALT. HY. 22, ACROSS THE ROAD FROM SCHWEPS
 KV1674'TRAILER SALES AND PARK, 105 FEET NORTH WEST OF POWER POLE NO.
 KV1674'B 2560, 90 FEET EAST OF POWER POLE NO. B 2558, STANDARD BENCH
 KV1674'MARK DISK DRILLED IN HORIZONTAL ABOUT 1/2 FOOT BELOW THE LEVEL
 KV1674'OF THE ROAD, STAMPED L 269 1960.  NOTE-- 0.6 MILES WEST ALONG
 KV1674'WM. PENN HY. FROM THE FARMERSVILLE AND MILLER HEIGHTS
 KV1674'ELEM. SCHOOL IN FARMERSVILLE THENCE 1.35 MILE SOUTH ON
 KV1674'FARMERSVILLE RD. THENCE 0.2 MILE EAST ON ALT. HY. 22.
 KV1674
 KV1674                          STATION RECOVERY (1979)
 KV1674
 KV1674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KV1674'RECOVERED IN GOOD CONDITION.
 KV1674
 KV1674                          STATION RECOVERY (1984)
 KV1674
 KV1674'RECOVERY NOTE BY US POWER SQUADRON 1984
 KV1674'RECOVERED IN GOOD CONDITION.
 KV1674
 KV1674                          STATION RECOVERY (1994)
 KV1674
 KV1674'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV1674'RECOVERED IN GOOD CONDITION.
 KV1674
 KV1674                          STATION RECOVERY (2003)
 KV1674
 KV1674'RECOVERY NOTE BY US POWER SQUADRON 2003 (RAS)
 KV1674'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0138 ***********************************************************************
 MA0138  DESIGNATION -  L 27
 MA0138  PID         -  MA0138
 MA0138  STATE/COUNTY-  PA/POTTER
 MA0138  USGS QUAD   -  WHARTON (1971)
 MA0138
 MA0138                         *CURRENT SURVEY CONTROL
 MA0138  ___________________________________________________________________
 MA0138* NAD 83(1986)-  41 31 43.     (N)    078 00 51.     (W)     SCALED    
 MA0138* NAVD 88     -       335.729  (meters)    1101.47   (feet)  ADJUSTED  
 MA0138  ___________________________________________________________________
 MA0138  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 MA0138  DYNAMIC HT  -         335.588 (meters)    1101.01  (feet)  COMP
 MA0138  MODELED GRAV-     980,192.4   (mgal)                       NAVD 88
 MA0138
 MA0138  VERT ORDER  -  SECOND    CLASS 0
 MA0138
 MA0138.The horizontal coordinates were scaled from a topographic map and have
 MA0138.an estimated accuracy of +/- 6 seconds.
 MA0138
 MA0138.The orthometric height was determined by differential leveling
 MA0138.and adjusted by the National Geodetic Survey in June 1991..
 MA0138
 MA0138.The geoid height was determined by GEOID03.
 MA0138
 MA0138.The dynamic height is computed by dividing the NAVD 88
 MA0138.geopotential number by the normal gravity value computed on the
 MA0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0138.degrees latitude (g = 980.6199 gals.).
 MA0138
 MA0138.The modeled gravity was interpolated from observed gravity values.
 MA0138
 MA0138;                    North         East    Units  Estimated Accuracy
 MA0138;SPC PA N     -   151,280.      577,950.      MT  (+/- 180 meters Scaled)
 MA0138
 MA0138                          SUPERSEDED SURVEY CONTROL
 MA0138
 MA0138  NGVD 29 (??/??/92)  335.889  (m)         1102.00   (f) ADJ UNCH    2 0
 MA0138
 MA0138.Superseded values are not recommended for survey control.
 MA0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0138.See file dsdata.txt to determine how the superseded data were derived.
 MA0138
 MA0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG491017(NAD 83)
 MA0138_MARKER: DB = BENCH MARK DISK
 MA0138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0138_SP_SET: PIER
 MA0138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0138
 MA0138  HISTORY     - Date     Condition        Report By
 MA0138  HISTORY     - UNK      MONUMENTED       CGS
 MA0138  HISTORY     - 1948     GOOD             USGS
 MA0138
 MA0138                          STATION DESCRIPTION
 MA0138
 MA0138'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 MA0138'AT WHARTON.
 MA0138'REVISED DESCRIPTION-- AT WHARTON, POTTER COUNTY, ON THE ABANDONED
 MA0138'BALTIMORE AND OHIO RAILROAD, ABOUT 0.2 MILE EAST OF THE OLD
 MA0138'STATION SITE, AT THE PREVIOUS LOCATION OF THE TWO SPAN STEEL
 MA0138'BRIDGE OVER THE EAST FORK OF SINNAMAHONING CREEK, IN THE TOP OF
 MA0138'THE SOUTH END OF THE CENTER CONCRETE PIER, 6 FEET OF THE CENTER
 MA0138'LINE OF THE TRACK, AND 3 1/2 FEET LOWER THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0840 ***********************************************************************
 JU0840  DESIGNATION -  L 270
 JU0840  PID         -  JU0840
 JU0840  STATE/COUNTY-  PA/DELAWARE
 JU0840  USGS QUAD   -  LANSDOWNE (1994)
 JU0840
 JU0840                         *CURRENT SURVEY CONTROL
 JU0840  ___________________________________________________________________
 JU0840* NAD 83(1986)-  39 59 11.     (N)    075 20 23.     (W)     SCALED    
 JU0840* NAVD 88     -        55.365  (meters)     181.64   (feet)  ADJUSTED  
 JU0840  ___________________________________________________________________
 JU0840  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 JU0840  DYNAMIC HT  -          55.339 (meters)     181.56  (feet)  COMP
 JU0840  MODELED GRAV-     980,161.0   (mgal)                       NAVD 88
 JU0840
 JU0840  VERT ORDER  -  SECOND    CLASS 0
 JU0840
 JU0840.The horizontal coordinates were scaled from a topographic map and have
 JU0840.an estimated accuracy of +/- 6 seconds.
 JU0840
 JU0840.The orthometric height was determined by differential leveling
 JU0840.and adjusted by the National Geodetic Survey in June 1991..
 JU0840
 JU0840.The geoid height was determined by GEOID03.
 JU0840
 JU0840.The dynamic height is computed by dividing the NAVD 88
 JU0840.geopotential number by the normal gravity value computed on the
 JU0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0840.degrees latitude (g = 980.6199 gals.).
 JU0840
 JU0840.The modeled gravity was interpolated from observed gravity values.
 JU0840
 JU0840;                    North         East    Units  Estimated Accuracy
 JU0840;SPC PA S     -    75,320.      805,840.      MT  (+/- 180 meters Scaled)
 JU0840
 JU0840                          SUPERSEDED SURVEY CONTROL
 JU0840
 JU0840  NGVD 29 (??/??/??)   55.699  (m)          182.74   (f) ADJUSTED    2 0
 JU0840
 JU0840.Superseded values are not recommended for survey control.
 JU0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0840.See file dsdata.txt to determine how the superseded data were derived.
 JU0840
 JU0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK709263(NAD 83)
 JU0840_MARKER: DB = BENCH MARK DISK
 JU0840_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0840_SP_SET: WALK PLATFORM
 JU0840_STAMPING: L 270 1961
 JU0840_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0840
 JU0840  HISTORY     - Date     Condition        Report By
 JU0840  HISTORY     - 1961     MONUMENTED       CGS
 JU0840
 JU0840                          STATION DESCRIPTION
 JU0840
 JU0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0840'IN HAVERFORD.
 JU0840'0.65 MILE NORTH OF THE JUNCTION OF LAWRENCE RD. AND DARBY CREEK
 JU0840'RD., SET IN TOP OF WALK PLATFORM OF PUMP STATION, ABOUT 5 FEET
 JU0840'ABOVE THE GROUND, 4 INCHES FROM THE SOUTH EAST CORNER, 4 FEET
 JU0840'NORTH OF POWER POLE FOR PUMP HOUSE, 80 FEET WEST OF THE CENTERLINE
 JU0840'OF DARBY CREEK RD, 10 FEET SOUTH OF NORTH CORNER OF PUMPHOUSE.
 JU0840'STANDARD BENCH MARK DISK DRILLED IN HORIZONTAL.  STAMPED L 270 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0104 ***********************************************************************
 MB0104  DESIGNATION -  L 271
 MB0104  PID         -  MB0104
 MB0104  STATE/COUNTY-  PA/CRAWFORD
 MB0104  USGS QUAD   -  MEADVILLE (1990)
 MB0104
 MB0104                         *CURRENT SURVEY CONTROL
 MB0104  ___________________________________________________________________
 MB0104* NAD 83(1986)-  41 43 20.     (N)    080 11 36.     (W)     SCALED    
 MB0104* NAVD 88     -       396.644  (meters)    1301.32   (feet)  ADJUSTED  
 MB0104  ___________________________________________________________________
 MB0104  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 MB0104  DYNAMIC HT  -         396.482 (meters)    1300.79  (feet)  COMP
 MB0104  MODELED GRAV-     980,203.0   (mgal)                       NAVD 88
 MB0104
 MB0104  VERT ORDER  -  SECOND    CLASS 0
 MB0104
 MB0104.The horizontal coordinates were scaled from a topographic map and have
 MB0104.an estimated accuracy of +/- 6 seconds.
 MB0104
 MB0104.The orthometric height was determined by differential leveling
 MB0104.and adjusted by the National Geodetic Survey in June 1991..
 MB0104
 MB0104.The geoid height was determined by GEOID03.
 MB0104
 MB0104.The dynamic height is computed by dividing the NAVD 88
 MB0104.geopotential number by the normal gravity value computed on the
 MB0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0104.degrees latitude (g = 980.6199 gals.).
 MB0104
 MB0104.The modeled gravity was interpolated from observed gravity values.
 MB0104
 MB0104;                    North         East    Units  Estimated Accuracy
 MB0104;SPC PA N     -   175,620.      396,720.      MT  (+/- 180 meters Scaled)
 MB0104
 MB0104                          SUPERSEDED SURVEY CONTROL
 MB0104
 MB0104  NGVD 29 (??/??/92)  396.810  (m)         1301.87   (f) ADJ UNCH    2 0
 MB0104
 MB0104.Superseded values are not recommended for survey control.
 MB0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0104.See file dsdata.txt to determine how the superseded data were derived.
 MB0104
 MB0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG670192(NAD 83)
 MB0104_MARKER: DB = BENCH MARK DISK
 MB0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0104_STAMPING: L 271 1961
 MB0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0104+STABILITY: SURFACE MOTION
 MB0104
 MB0104  HISTORY     - Date     Condition        Report By
 MB0104  HISTORY     - 1961     MONUMENTED       CGS
 MB0104
 MB0104                          STATION DESCRIPTION
 MB0104
 MB0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0104'2.4 MI W FROM SAEGERTOWN.
 MB0104'ABOUT 0.2 MILE NORTH ALONG U.S. HIGHWAY 19 FROM THE POSTOFFICE
 MB0104'IN SAEGERTOWN, THENCE 2.4 MILES WEST ALONG COUNTY HIGHWAY 20054,
 MB0104'THENCE 0.2 MILE SOUTH ALONG TOWNSHIP ROAD 520, ALSO 0.3 MILE
 MB0104'NORTH OF STATE HIGHWAY 198, 83.4 FEET EAST OF THE NORTHEAST
 MB0104'CORNER OF A SMALL FARMHOUSE, 17.6 FEET WEST OF THE CENTERLINE OF
 MB0104'A NORTH AND SOUTH GRAVELED ROAD, 1.6 FEET SOUTH OF A STANDARD
 MB0104'METAL WITNESS POST AND A TELEPHONE POLE.  SET IN THE TOP OF A
 MB0104'SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND
 MB0104'AND ABOUT LEVEL WITH THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0146 ***********************************************************************
 MB0146  DESIGNATION -  L 272
 MB0146  PID         -  MB0146
 MB0146  STATE/COUNTY-  PA/ERIE
 MB0146  USGS QUAD   -  EDINBORO NORTH (1977)
 MB0146
 MB0146                         *CURRENT SURVEY CONTROL
 MB0146  ___________________________________________________________________
 MB0146* NAD 83(1986)-  41 57 25.     (N)    080 09 51.     (W)     SCALED    
 MB0146* NAVD 88     -       391.776  (meters)    1285.35   (feet)  ADJUSTED  
 MB0146  ___________________________________________________________________
 MB0146  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 MB0146  DYNAMIC HT  -         391.624 (meters)    1284.85  (feet)  COMP
 MB0146  MODELED GRAV-     980,224.6   (mgal)                       NAVD 88
 MB0146
 MB0146  VERT ORDER  -  SECOND    CLASS 0
 MB0146
 MB0146.The horizontal coordinates were scaled from a topographic map and have
 MB0146.an estimated accuracy of +/- 6 seconds.
 MB0146
 MB0146.The orthometric height was determined by differential leveling
 MB0146.and adjusted by the National Geodetic Survey in June 1991..
 MB0146
 MB0146.The geoid height was determined by GEOID03.
 MB0146
 MB0146.The dynamic height is computed by dividing the NAVD 88
 MB0146.geopotential number by the normal gravity value computed on the
 MB0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0146.degrees latitude (g = 980.6199 gals.).
 MB0146
 MB0146.The modeled gravity was interpolated from observed gravity values.
 MB0146
 MB0146;                    North         East    Units  Estimated Accuracy
 MB0146;SPC PA N     -   201,610.      399,880.      MT  (+/- 180 meters Scaled)
 MB0146
 MB0146                          SUPERSEDED SURVEY CONTROL
 MB0146
 MB0146  NGVD 29 (??/??/92)  391.960  (m)         1285.96   (f) ADJ UNCH    2 0
 MB0146
 MB0146.Superseded values are not recommended for survey control.
 MB0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0146.See file dsdata.txt to determine how the superseded data were derived.
 MB0146
 MB0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG692453(NAD 83)
 MB0146_MARKER: DB = BENCH MARK DISK
 MB0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0146_STAMPING: L 272 1961
 MB0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0146+STABILITY: SURFACE MOTION
 MB0146
 MB0146  HISTORY     - Date     Condition        Report By
 MB0146  HISTORY     - 1961     MONUMENTED       CGS
 MB0146
 MB0146                          STATION DESCRIPTION
 MB0146
 MB0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0146'8.5 MI NW FROM EDINBORO.
 MB0146'ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 99 TO THE JUNCTION OF
 MB0146'U.S. HIGHWAY 6 NORTH FROM THE POST OFFICE IN EDINBORO, THENCE
 MB0146'2.0 MILES WEST ALONG U.S. HIGHWAY 6N, THENCE 7.42 MILES NORTH
 MB0146'ALONG TOWNSHIP ROAD 448, 21.0 FEET WEST OF THE CENTERLINE OF
 MB0146'TOWNSHIP ROAD 448, 150.0 FEET NORTHEAST OF THE NORTHEAST CORNER
 MB0146'OF A BARN, 1.7 FEET NORTH OF TELEPHONE POLE NO. 37378 AND 2.0
 MB0146'FEET EAST OF A STANDARD METAL WITNESS POST AND MARKER.  SET IN
 MB0146'TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 1 INCH ABOVE THE
 MB0146'SURFACE OF THE GROUND AND 12 INCHES BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0162 ***********************************************************************
 MB0162  DESIGNATION -  L 273
 MB0162  PID         -  MB0162
 MB0162  STATE/COUNTY-  PA/ERIE
 MB0162  USGS QUAD   -  EAST SPRINGFIELD (1990)
 MB0162
 MB0162                         *CURRENT SURVEY CONTROL
 MB0162  ___________________________________________________________________
 MB0162* NAD 83(1986)-  41 56 35.     (N)    080 26 14.     (W)     SCALED    
 MB0162* NAVD 88     -       234.191  (meters)     768.34   (feet)  ADJUSTED  
 MB0162  ___________________________________________________________________
 MB0162  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 MB0162  DYNAMIC HT  -         234.105 (meters)     768.06  (feet)  COMP
 MB0162  MODELED GRAV-     980,251.2   (mgal)                       NAVD 88
 MB0162
 MB0162  VERT ORDER  -  SECOND    CLASS 0
 MB0162
 MB0162.The horizontal coordinates were scaled from a topographic map and have
 MB0162.an estimated accuracy of +/- 6 seconds.
 MB0162
 MB0162.The orthometric height was determined by differential leveling
 MB0162.and adjusted by the National Geodetic Survey in June 1991..
 MB0162
 MB0162.The geoid height was determined by GEOID03.
 MB0162
 MB0162.The dynamic height is computed by dividing the NAVD 88
 MB0162.geopotential number by the normal gravity value computed on the
 MB0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0162.degrees latitude (g = 980.6199 gals.).
 MB0162
 MB0162.The modeled gravity was interpolated from observed gravity values.
 MB0162
 MB0162;                    North         East    Units  Estimated Accuracy
 MB0162;SPC PA N     -   200,740.      377,200.      MT  (+/- 180 meters Scaled)
 MB0162
 MB0162                          SUPERSEDED SURVEY CONTROL
 MB0162
 MB0162  NGVD 29 (??/??/92)  234.385  (m)          768.98   (f) ADJ UNCH    2 0
 MB0162
 MB0162.Superseded values are not recommended for survey control.
 MB0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0162.See file dsdata.txt to determine how the superseded data were derived.
 MB0162
 MB0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG466436(NAD 83)
 MB0162_MARKER: DB = BENCH MARK DISK
 MB0162_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0162_SP_SET: CULVERT
 MB0162_STAMPING: L 273 1961
 MB0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0162
 MB0162  HISTORY     - Date     Condition        Report By
 MB0162  HISTORY     - 1961     MONUMENTED       CGS
 MB0162  HISTORY     - 1975     GOOD             NGS
 MB0162
 MB0162                          STATION DESCRIPTION
 MB0162
 MB0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 MB0162'1.7 MI SE FROM WEST SPRINGFIELD.
 MB0162'ABOUT 1.3 MILES EAST ALONG INTERSTATE HIGHWAY 90 FROM THE
 MB0162'JUNCTION OF U.S. HIGHWAY 6N AND INTERSTATE HIGHWAY 90 TO MARK
 MB0162'ON THE LEFT DRILLED IN TOP OF A CONCRETE CULVERT THAT IS 3.0
 MB0162'FEET LOWER THAN THE HIGHWAY, AND IS 58.0 FEET NORTH OF THE
 MB0162'CENTER OF THE WEST BOUND LANE OF TRAFFIC OF INTERSTATE HIGHWAY
 MB0162'90.
 MB0162
 MB0162                          STATION RECOVERY (1975)
 MB0162
 MB0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 MB0162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2682 ***********************************************************************
 AA2682  DESIGNATION -  L 274 RESET
 AA2682  PID         -  AA2682
 AA2682  STATE/COUNTY-  PA/ERIE
 AA2682  USGS QUAD   -  HAMMETT (1970)
 AA2682
 AA2682                         *CURRENT SURVEY CONTROL
 AA2682  ___________________________________________________________________
 AA2682* NAD 83(1986)-  42 06 35.     (N)    079 58 35.     (W)     SCALED    
 AA2682* NAVD 88     -       358.88   (+/-2cm)    1177.4    (feet)  VERTCON   
 AA2682  ___________________________________________________________________
 AA2682  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 AA2682
 AA2682  VERT ORDER  -  THIRD (See Below)
 AA2682
 AA2682.The horizontal coordinates were scaled from a topographic map and have
 AA2682.an estimated accuracy of +/- 6 seconds.
 AA2682
 AA2682.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2682.The vertical order pertains to the NGVD 29 superseded value.
 AA2682
 AA2682.The geoid height was determined by GEOID03.
 AA2682
 AA2682;                    North         East    Units  Estimated Accuracy
 AA2682;SPC PA N     -   218,160.      415,870.      MT  (+/- 180 meters Scaled)
 AA2682
 AA2682                          SUPERSEDED SURVEY CONTROL
 AA2682
 AA2682  NGVD 29 (02/24/03)  359.07   (m)         1178.0    (f) RESET       3  
 AA2682
 AA2682.Superseded values are not recommended for survey control.
 AA2682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2682.See file dsdata.txt to determine how the superseded data were derived.
 AA2682
 AA2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG846624(NAD 83)
 AA2682_MARKER: DV = VERTICAL CONTROL DISK
 AA2682_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA2682_SP_SET: HEADWALL
 AA2682_STAMPING: L 274 RESET 1977
 AA2682_MARK LOGO: NGS   
 AA2682_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2682+STABILITY: SURFACE MOTION
 AA2682
 AA2682  HISTORY     - Date     Condition        Report By
 AA2682  HISTORY     - 1977     MONUMENTED       NGS
 AA2682  HISTORY     - 20031222 GOOD             PADT
 AA2682  HISTORY     - 20060215 GOOD             PADT
 AA2682
 AA2682                          STATION DESCRIPTION
 AA2682
 AA2682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 AA2682'LOCATED 4.4 MILES (7.1 KM) NORTHEAST ALONG INTERSTATE HIGHWAY 90 FROM
 AA2682'ITS JUNCTION WITH STATE HIGHWAY 97 WHICH IS JUST SOUTHEAST OF ERIE,
 AA2682'SET IN A DRILL HOLE IN A HEADWALL, 47 FEET (14.3 M) SOUTHEAST OF THE
 AA2682'SOUTHEAST EDGE OF THE EASTBOUND LANE OF INTERSTATE HIGHWAY 90, 16 FEET
 AA2682'(4.9 M) NORTHWEST OF THE RIGHT-OF-WAY FENCE, 4.2 FEET (1.3 M)
 AA2682'NORTHEAST OF A 12 INCH OAK TREE AND 4.5 FEET (1.4 M) NORTHEAST OF THE
 AA2682'SOUTHWEST EDGE OF THE HEADWALL.
 AA2682
 AA2682                          STATION RECOVERY (2003)
 AA2682
 AA2682'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (JAW)
 AA2682'RECOVERED IN GOOD CONDITION.
 AA2682
 AA2682                          STATION RECOVERY (2006)
 AA2682
 AA2682'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (JAW)
 AA2682'NEW ELEVATION ESTABLISHED BY PENNDOT (PROJECT SPECIFIC TO SR 0090-B08)
 AA2682'IS 358.857 METERS (1177.35 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1783 ***********************************************************************
 JV1783  DESIGNATION -  L 275 PADH
 JV1783  PID         -  JV1783
 JV1783  STATE/COUNTY-  PA/YORK
 JV1783  USGS QUAD   -  GLEN ROCK (1984)
 JV1783
 JV1783                         *CURRENT SURVEY CONTROL
 JV1783  ___________________________________________________________________
 JV1783* NAD 83(1986)-  39 48 57.     (N)    076 42 58.     (W)     SCALED    
 JV1783* NAVD 88     -       202.522  (meters)     664.44   (feet)  ADJUSTED  
 JV1783  ___________________________________________________________________
 JV1783  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 JV1783  DYNAMIC HT  -         202.418 (meters)     664.10  (feet)  COMP
 JV1783  MODELED GRAV-     980,110.4   (mgal)                       NAVD 88
 JV1783
 JV1783  VERT ORDER  -  SECOND    CLASS 0
 JV1783
 JV1783.The horizontal coordinates were scaled from a topographic map and have
 JV1783.an estimated accuracy of +/- 6 seconds.
 JV1783
 JV1783.The orthometric height was determined by differential leveling
 JV1783.and adjusted by the National Geodetic Survey in June 1991..
 JV1783
 JV1783.The geoid height was determined by GEOID03.
 JV1783
 JV1783.The dynamic height is computed by dividing the NAVD 88
 JV1783.geopotential number by the normal gravity value computed on the
 JV1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1783.degrees latitude (g = 980.6199 gals.).
 JV1783
 JV1783.The modeled gravity was interpolated from observed gravity values.
 JV1783
 JV1783;                    North         East    Units  Estimated Accuracy
 JV1783;SPC PA S     -    54,090.      688,520.      MT  (+/- 180 meters Scaled)
 JV1783
 JV1783                          SUPERSEDED SURVEY CONTROL
 JV1783
 JV1783  NGVD 29 (??/??/??)  202.745  (m)          665.17   (f) ADJUSTED    2 0
 JV1783
 JV1783.Superseded values are not recommended for survey control.
 JV1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1783.See file dsdata.txt to determine how the superseded data were derived.
 JV1783
 JV1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK531087(NAD 83)
 JV1783_MARKER: DD = SURVEY DISK
 JV1783_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV1783_SP_SET: CULVERT
 JV1783_STAMPING: L 275 1961
 JV1783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV1783
 JV1783  HISTORY     - Date     Condition        Report By
 JV1783  HISTORY     - 1961     MONUMENTED       PADH
 JV1783  HISTORY     - 1961     GOOD             CGS
 JV1783  HISTORY     - 1987     GOOD             USPSQD
 JV1783  HISTORY     - 1988     GOOD             USPSQD
 JV1783  HISTORY     - 19920815 GOOD             USPSQD
 JV1783
 JV1783                          STATION DESCRIPTION
 JV1783
 JV1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JV1783'7.2 MI N FROM SHREWSBURY.
 JV1783'0.8 MILE EAST ALONG STATE HIGHWAY 851 FROM THE NEW YORK BANK AND
 JV1783'TRUST COMPANY BUILDING IN SHREWSBURY, THENCE 4.0 MILES NORTH
 JV1783'ALONG INTERSTATE HIGHWAY 83 (U.S. HIGHWAY 111), THENCE 0.65 MILE
 JV1783'WEST ALONG COUNTY HIGHWAY 66084, THENCE 0.6 MILE NORTH ALONG OLD
 JV1783'ROUTE U.S. HIGHWAY 111, THENCE 1.2 MILES WEST-SOUTHWEST ALONG
 JV1783'STATE HIGHWAY 216, 27.0 FEET WEST-SOUTHWEST OF POWERLINE POLE
 JV1783'NO. ME668SF, 21.0 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 JV1783'216 AND 13.0 FEET EAST-NORTHEAST OF A 10-INCH PINE TREE.  SET
 JV1783'IN TOP OF THE SOUTHWEST WINGWALL OF A 6 X 10 FOOT BOX CONCRETE
 JV1783'CULVERT OVER A SMALL STREAM AND UNDER STATE HIGHWAY 216 AND IS
 JV1783'ABOUT THE SAME LEVEL AS THE HIGHWAY.
 JV1783
 JV1783                          STATION RECOVERY (1987)
 JV1783
 JV1783'RECOVERY NOTE BY US POWER SQUADRON 1987 (RED)
 JV1783'RECOVERED IN GOOD CONDITION.
 JV1783
 JV1783                          STATION RECOVERY (1988)
 JV1783
 JV1783'RECOVERY NOTE BY US POWER SQUADRON 1988 (RED)
 JV1783'RECOVERED IN GOOD CONDITION.
 JV1783
 JV1783                          STATION RECOVERY (1992)
 JV1783
 JV1783'RECOVERY NOTE BY US POWER SQUADRON 1992 (CFW)
 JV1783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0846 ***********************************************************************
 KX0846  DESIGNATION -  L 27.54
 KX0846  PID         -  KX0846
 KX0846  STATE/COUNTY-  PA/INDIANA
 KX0846  USGS QUAD   -  ERNEST (1973)
 KX0846
 KX0846                         *CURRENT SURVEY CONTROL
 KX0846  ___________________________________________________________________
 KX0846* NAD 83(1986)-  40 40 38.     (N)    079 10 37.     (W)     SCALED    
 KX0846* NAVD 88     -       323.19   (+/-2cm)    1060.3    (feet)  VERTCON   
 KX0846  ___________________________________________________________________
 KX0846  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 KX0846
 KX0846  VERT ORDER  -  ? (See Below)
 KX0846
 KX0846.The horizontal coordinates were scaled from a topographic map and have
 KX0846.an estimated accuracy of +/- 6 seconds.
 KX0846
 KX0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0846.The vertical order pertains to the NGVD 29 superseded value.
 KX0846
 KX0846.The geoid height was determined by GEOID03.
 KX0846
 KX0846;                    North         East    Units  Estimated Accuracy
 KX0846;SPC PA S     -   150,200.      479,370.      MT  (+/- 180 meters Scaled)
 KX0846
 KX0846                          SUPERSEDED SURVEY CONTROL
 KX0846
 KX0846  NGVD 29 (??/??/92)  323.372  (m)         1060.93   (f) ADJ UNCH    ?  
 KX0846
 KX0846.Superseded values are not recommended for survey control.
 KX0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0846.See file dsdata.txt to determine how the superseded data were derived.
 KX0846
 KX0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF540045(NAD 83)
 KX0846_MARKER: Z = SEE DESCRIPTION
 KX0846_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0846_SP_SET: CULVERT
 KX0846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0846
 KX0846  HISTORY     - Date     Condition        Report By
 KX0846  HISTORY     - 1917     MONUMENTED       BORR
 KX0846
 KX0846                          STATION DESCRIPTION
 KX0846
 KX0846'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1917
 KX0846'1.9 MI S FROM CUMMINGS DAM.
 KX0846'ABOUT 1.9 MILES SOUTH OF CUMMINGS DAM ON CULVERT L-27.54 ON
 KX0846'CENTER LINE OF EAST HEADWALL ON LEFT OF 1454+70.0.  A B.R.
 KX0846'AND P. RY. STANDARD PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU0867 ***********************************************************************
 JU0867  DESIGNATION -  L 276
 JU0867  PID         -  JU0867
 JU0867  STATE/COUNTY-  PA/PHILADELPHIA
 JU0867  USGS QUAD   -  PHILADELPHIA (1994)
 JU0867
 JU0867                         *CURRENT SURVEY CONTROL
 JU0867  ___________________________________________________________________
 JU0867* NAD 83(1986)-  39 53 55.     (N)    075 10 11.     (W)     SCALED    
 JU0867* NAVD 88     -         2.634  (meters)       8.64   (feet)  ADJUSTED  
 JU0867  ___________________________________________________________________
 JU0867  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 JU0867  DYNAMIC HT  -           2.633 (meters)       8.64  (feet)  COMP
 JU0867  MODELED GRAV-     980,182.5   (mgal)                       NAVD 88
 JU0867
 JU0867  VERT ORDER  -  SECOND    CLASS 0
 JU0867
 JU0867.The horizontal coordinates were scaled from a topographic map and have
 JU0867.an estimated accuracy of +/- 6 seconds.
 JU0867
 JU0867.The orthometric height was determined by differential leveling
 JU0867.and adjusted by the National Geodetic Survey in June 1991..
 JU0867
 JU0867.The geoid height was determined by GEOID03.
 JU0867
 JU0867.The dynamic height is computed by dividing the NAVD 88
 JU0867.geopotential number by the normal gravity value computed on the
 JU0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0867.degrees latitude (g = 980.6199 gals.).
 JU0867
 JU0867.The modeled gravity was interpolated from observed gravity values.
 JU0867
 JU0867;                    North         East    Units  Estimated Accuracy
 JU0867;SPC PA S     -    65,990.      820,640.      MT  (+/- 180 meters Scaled)
 JU0867
 JU0867                          SUPERSEDED SURVEY CONTROL
 JU0867
 JU0867  NGVD 29 (??/??/??)    2.983  (m)            9.79   (f) ADJUSTED    2 0
 JU0867
 JU0867.Superseded values are not recommended for survey control.
 JU0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0867.See file dsdata.txt to determine how the superseded data were derived.
 JU0867
 JU0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK854165(NAD 83)
 JU0867_MARKER: DB = BENCH MARK DISK
 JU0867_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU0867_SP_SET: MAN HOLE COVER
 JU0867_STAMPING: L 276 1961
 JU0867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0867
 JU0867  HISTORY     - Date     Condition        Report By
 JU0867  HISTORY     - 1961     MONUMENTED       CGS
 JU0867  HISTORY     - 1961     GOOD             CGS
 JU0867
 JU0867                          STATION DESCRIPTION
 JU0867
 JU0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU0867'AT MUNICIPAL STADIUM.
 JU0867'LOCATED NEAR MUNICIPAL STADIUM IN PHILADELPHIA, SET IN TOP AND 3
 JU0867'FEET NORTH OF THE SOUTH END AND 2 1/2 FEET IN FROM EACH SIDE OF A
 JU0867'7 FOOT BY 5 FOOT CONCRETE TOP FOR A MAN HOLE COVER TO WATER MAIN,
 JU0867'ABOUT 250 YARDS SOUTH EAST OF PENN STADIUM, 5 FEET BELOW THE
 JU0867'STREET ON SOUTH SIDE OF STADIUM, 60 FEET WEST OF THE CENTERLINE
 JU0867'OF ROAD ACROSS RAILROAD TRACKS, 24 FEET NORTH OF NORTH RAIL OF
 JU0867'RAILROAD TRACK 21 FEET NORTH EAST OF POWER POLE WITH FLOOD LIGHTS,
 JU0867'39 FEET SOUTH EAST OF STREET LIGHT POLE, 54 FEET NORTH-NORTH EAST
 JU0867'AND ACROSS TWO TRACKS FROM POWER POLE FOR ELECTRIC TRAINS, ABOUT
 JU0867'2 FEET ABOVE THE TRACKS.  STANDARD BENCH MARK DISK DRILLED IN
 JU0867'HORIZONTAL STAMPED L 276 1961
 JU0867
 JU0867                          STATION RECOVERY (1961)
 JU0867
 JU0867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JU0867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1837 ***********************************************************************
 KV1837  DESIGNATION -  L 277
 KV1837  PID         -  KV1837
 KV1837  STATE/COUNTY-  PA/MONTGOMERY
 KV1837  USGS QUAD   -  NORRISTOWN (1992)
 KV1837
 KV1837                         *CURRENT SURVEY CONTROL
 KV1837  ___________________________________________________________________
 KV1837* NAD 83(1986)-  40 04 19.     (N)    075 16 43.     (W)     SCALED    
 KV1837* NAVD 88     -        16.160  (meters)      53.02   (feet)  ADJUSTED  
 KV1837  ___________________________________________________________________
 KV1837  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 KV1837  DYNAMIC HT  -          16.153 (meters)      53.00  (feet)  COMP
 KV1837  MODELED GRAV-     980,156.9   (mgal)                       NAVD 88
 KV1837
 KV1837  VERT ORDER  -  FIRST     CLASS I
 KV1837
 KV1837.The horizontal coordinates were scaled from a topographic map and have
 KV1837.an estimated accuracy of +/- 6 seconds.
 KV1837
 KV1837.The orthometric height was determined by differential leveling
 KV1837.and adjusted by the National Geodetic Survey in June 1991..
 KV1837
 KV1837.The geoid height was determined by GEOID03.
 KV1837
 KV1837.The dynamic height is computed by dividing the NAVD 88
 KV1837.geopotential number by the normal gravity value computed on the
 KV1837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1837.degrees latitude (g = 980.6199 gals.).
 KV1837
 KV1837.The modeled gravity was interpolated from observed gravity values.
 KV1837
 KV1837;                    North         East    Units  Estimated Accuracy
 KV1837;SPC PA S     -    84,960.      810,790.      MT  (+/- 180 meters Scaled)
 KV1837
 KV1837                          SUPERSEDED SURVEY CONTROL
 KV1837
 KV1837  NGVD 29 (??/??/??)   16.478  (m)           54.06   (f) ADJUSTED    1 1
 KV1837
 KV1837.Superseded values are not recommended for survey control.
 KV1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1837.See file dsdata.txt to determine how the superseded data were derived.
 KV1837
 KV1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK762357(NAD 83)
 KV1837_MARKER: DB = BENCH MARK DISK
 KV1837_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV1837_SP_SET: CATENARY POLE BASE
 KV1837_STAMPING: L 277 1961
 KV1837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV1837
 KV1837  HISTORY     - Date     Condition        Report By
 KV1837  HISTORY     - 1961     MONUMENTED       CGS
 KV1837  HISTORY     - 1966     GOOD             CGS
 KV1837
 KV1837                          STATION DESCRIPTION
 KV1837
 KV1837'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV1837'0.6 MI SE FROM SPRING MILL.
 KV1837'0.6 MILE SOUTHEAST ALONG THE READING COMPANY RAILROAD FROM THE
 KV1837'STATION AT SPRING MILL, OR ABOUT 1.1 MILES NORTHWEST ALONG THE
 KV1837'READING COMPANY RAILROAD FROM THE STATION AT MIQUON, 9 FEET
 KV1837'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST SET OF TRACKS,
 KV1837'SET VERTICALLY IN THE NORTHEAST FACE OF THE CONCRETE BASE OF THE
 KV1837'SOUTHWEST CATENARY POLE WHICH IS NUMBERED 11/20, 6 FEET SOUTHEAST
 KV1837'OF THE SOUTHEAST CORNER OF A METAL BATTERY BOX, AND ABOUT 1
 KV1837'FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1699 ***********************************************************************
 LY1699  DESIGNATION -  L 278
 LY1699  PID         -  LY1699
 LY1699  STATE/COUNTY-  PA/LACKAWANNA
 LY1699  USGS QUAD   -  DALTON (1994)
 LY1699
 LY1699                         *CURRENT SURVEY CONTROL
 LY1699  ___________________________________________________________________
 LY1699* NAD 83(1986)-  41 30 56.     (N)    075 39 53.     (W)     SCALED    
 LY1699* NAVD 88     -       451.885  (meters)    1482.56   (feet)  ADJUSTED  
 LY1699  ___________________________________________________________________
 LY1699  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 LY1699  DYNAMIC HT  -         451.708 (meters)    1481.98  (feet)  COMP
 LY1699  MODELED GRAV-     980,216.2   (mgal)                       NAVD 88
 LY1699
 LY1699  VERT ORDER  -  SECOND    CLASS 0
 LY1699
 LY1699.The horizontal coordinates were scaled from a topographic map and have
 LY1699.an estimated accuracy of +/- 6 seconds.
 LY1699
 LY1699.The orthometric height was determined by differential leveling
 LY1699.and adjusted by the National Geodetic Survey in June 1991..
 LY1699
 LY1699.The geoid height was determined by GEOID03.
 LY1699
 LY1699.The dynamic height is computed by dividing the NAVD 88
 LY1699.geopotential number by the normal gravity value computed on the
 LY1699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1699.degrees latitude (g = 980.6199 gals.).
 LY1699
 LY1699.The modeled gravity was interpolated from observed gravity values.
 LY1699
 LY1699;                    North         East    Units  Estimated Accuracy
 LY1699;SPC PA N     -   151,900.      774,050.      MT  (+/- 180 meters Scaled)
 LY1699
 LY1699                          SUPERSEDED SURVEY CONTROL
 LY1699
 LY1699  NGVD 29 (??/??/92)  452.094  (m)         1483.25   (f) ADJ UNCH    2 0
 LY1699
 LY1699.Superseded values are not recommended for survey control.
 LY1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1699.See file dsdata.txt to determine how the superseded data were derived.
 LY1699
 LY1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL445962(NAD 83)
 LY1699_MARKER: DD = SURVEY DISK
 LY1699_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1699_SP_SET: HIGHWAY
 LY1699_STAMPING: L 278 1961
 LY1699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1699
 LY1699  HISTORY     - Date     Condition        Report By
 LY1699  HISTORY     - 1961     MONUMENTED       PADH
 LY1699  HISTORY     - 1961     GOOD             NGS
 LY1699  HISTORY     - 19940317 MARK NOT FOUND   USGS
 LY1699
 LY1699                          STATION DESCRIPTION
 LY1699
 LY1699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LY1699'1.3 MI N FROM CLARKS GREEN.
 LY1699'ABOUT 1.3 MILE NORTHERLY ALONG INTERSTATE HWY 81 FROM WHERE
 LY1699'INTERSTATE HWY 81 CROSSES OVER COUNTY RD. T 423 (VENARD RD)
 LY1699'EAST OF CLARKS GREEN, BM IS SET IN OVERPASS OF INTERSTATE HWY OVER
 LY1699'COUNTY RD. 35021, ON THE NORTH WEST SIDE OF THE SOUTH BOUND
 LY1699'LANE, 21 FEET WEST OF THE CENTERLINE OF SOUTH BOUND LANE, ABOUT
 LY1699'1 FOOT SOUTH EAST OF NORTH WEST END OF BRIDGE IN CURBING FOR
 LY1699'GUARD RAIL, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY,
 LY1699'PENNSYLVANIA DEPARTMENT OF HIGHWAYS DISK DRILLED IN HORIZONTAL,
 LY1699'STAMPED L 278 1961.
 LY1699
 LY1699                          STATION RECOVERY (1994)
 LY1699
 LY1699'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (GDS)
 LY1699'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1646 ***********************************************************************
 LY1646  DESIGNATION -  L 279
 LY1646  PID         -  LY1646
 LY1646  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1646  USGS QUAD   -  GREAT BEND (1992)
 LY1646
 LY1646                         *CURRENT SURVEY CONTROL
 LY1646  ___________________________________________________________________
 LY1646* NAD 83(1986)-  41 53 39.     (N)    075 43 42.     (W)     SCALED    
 LY1646* NAVD 88     -       345.149  (meters)    1132.38   (feet)  ADJUSTED  
 LY1646  ___________________________________________________________________
 LY1646  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 LY1646  DYNAMIC HT  -         345.019 (meters)    1131.95  (feet)  COMP
 LY1646  MODELED GRAV-     980,236.4   (mgal)                       NAVD 88
 LY1646
 LY1646  VERT ORDER  -  SECOND    CLASS 0
 LY1646
 LY1646.The horizontal coordinates were scaled from a topographic map and have
 LY1646.an estimated accuracy of +/- 6 seconds.
 LY1646
 LY1646.The orthometric height was determined by differential leveling
 LY1646.and adjusted by the National Geodetic Survey in June 1991..
 LY1646
 LY1646.The geoid height was determined by GEOID03.
 LY1646
 LY1646.The dynamic height is computed by dividing the NAVD 88
 LY1646.geopotential number by the normal gravity value computed on the
 LY1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1646.degrees latitude (g = 980.6199 gals.).
 LY1646
 LY1646.The modeled gravity was interpolated from observed gravity values.
 LY1646
 LY1646;                    North         East    Units  Estimated Accuracy
 LY1646;SPC PA N     -   193,810.      767,760.      MT  (+/- 180 meters Scaled)
 LY1646
 LY1646                          SUPERSEDED SURVEY CONTROL
 LY1646
 LY1646  NGVD 29 (??/??/92)  345.313  (m)         1132.91   (f) ADJ UNCH    2 0
 LY1646
 LY1646.Superseded values are not recommended for survey control.
 LY1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1646.See file dsdata.txt to determine how the superseded data were derived.
 LY1646
 LY1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM395382(NAD 83)
 LY1646_MARKER: DB = BENCH MARK DISK
 LY1646_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1646_SP_SET: CATCH BASIN
 LY1646_STAMPING: L 279 1961
 LY1646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1646
 LY1646  HISTORY     - Date     Condition        Report By
 LY1646  HISTORY     - 1961     MONUMENTED       CGS
 LY1646
 LY1646                          STATION DESCRIPTION
 LY1646
 LY1646'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1646'5.2 MI S FROM HALLSTEAD.
 LY1646'ABOUT 0.15 MILE EAST OF THE BUSINESS DISTRICT OF HALLSTEAD
 LY1646'WHERE INTERSTATE HWY 81 CROSSES THE SUSQUEHANNA RIVER THENCE
 LY1646'5.05 MILE SOUTH ALONG INTERSTATE HWY 81, BM IS SET ON THE WEST
 LY1646'SIDE OF THE SOUTH BOUND LANE IN THE TOP OF A 5 FT X 3 FT CONCRETE
 LY1646'CATCH BASIN WITH HEADWALL ABOUT 1 FOOT SOUTH OF THE NORTH END,
 LY1646'21 FEET WEST OF THE CENTERLINE OF SOUTH LANE, ABOUT 1 FOOT
 LY1646'BELOW THE LEVEL OF THE HIGHWAY, STANDARD BENCH MARK DISK
 LY1646'DRILLED IN HORIZONTAL, STAMPED L 279 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0029 ***********************************************************************
 MA0029  DESIGNATION -  L 28
 MA0029  PID         -  MA0029
 MA0029  STATE/COUNTY-  PA/MCKEAN
 MA0029  USGS QUAD   -  ELDRED (1981)
 MA0029
 MA0029                         *CURRENT SURVEY CONTROL
 MA0029  ___________________________________________________________________
 MA0029* NAD 83(1986)-  41 56 41.     (N)    078 22 44.     (W)     SCALED    
 MA0029* NAVD 88     -       437.642  (meters)    1435.83   (feet)  ADJUSTED  
 MA0029  ___________________________________________________________________
 MA0029  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 MA0029  DYNAMIC HT  -         437.469 (meters)    1435.26  (feet)  COMP
 MA0029  MODELED GRAV-     980,212.5   (mgal)                       NAVD 88
 MA0029
 MA0029  VERT ORDER  -  SECOND    CLASS 0
 MA0029
 MA0029.The horizontal coordinates were scaled from a topographic map and have
 MA0029.an estimated accuracy of +/- 6 seconds.
 MA0029
 MA0029.The orthometric height was determined by differential leveling
 MA0029.and adjusted by the National Geodetic Survey in June 1991..
 MA0029
 MA0029.The geoid height was determined by GEOID03.
 MA0029
 MA0029.The dynamic height is computed by dividing the NAVD 88
 MA0029.geopotential number by the normal gravity value computed on the
 MA0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0029.degrees latitude (g = 980.6199 gals.).
 MA0029
 MA0029.The modeled gravity was interpolated from observed gravity values.
 MA0029
 MA0029;                    North         East    Units  Estimated Accuracy
 MA0029;SPC PA N     -   197,660.      547,850.      MT  (+/- 180 meters Scaled)
 MA0029
 MA0029                          SUPERSEDED SURVEY CONTROL
 MA0029
 MA0029  NGVD 29 (??/??/92)  437.784  (m)         1436.30   (f) ADJ UNCH    2 0
 MA0029
 MA0029.Superseded values are not recommended for survey control.
 MA0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0029.See file dsdata.txt to determine how the superseded data were derived.
 MA0029
 MA0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG172469(NAD 83)
 MA0029_MARKER: DB = BENCH MARK DISK
 MA0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0029_STAMPING: L 28 1934
 MA0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0029+STABILITY: SURFACE MOTION
 MA0029
 MA0029  HISTORY     - Date     Condition        Report By
 MA0029  HISTORY     - 1934     MONUMENTED       CGS
 MA0029  HISTORY     - 20011015 MARK NOT FOUND   USPSQD
 MA0029
 MA0029                          STATION DESCRIPTION
 MA0029
 MA0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0029'11.3 MI N FROM PORT ALLEGANY.
 MA0029'11.3 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM PORT
 MA0029'ALLEGANY, MC KEAN COUNTY, ABOUT 2,920 FEET NORTH OF MILEPOST
 MA0029'86, ABOUT 0.1 MILE NORTH OF THE ELDRED MOTOR OIL PLANT, 24 FEET
 MA0029'WEST OF THE CENTER LINE OF THE SOUTH-BOUND TRACK, AND ABOUT 2
 MA0029'FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 MA0029'L 28 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MA0029
 MA0029                          STATION RECOVERY (2001)
 MA0029
 MA0029'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1682 ***********************************************************************
 LY1682  DESIGNATION -  L 280
 LY1682  PID         -  LY1682
 LY1682  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1682  USGS QUAD   -  LENOXVILLE (1980)
 LY1682
 LY1682                         *CURRENT SURVEY CONTROL
 LY1682  ___________________________________________________________________
 LY1682* NAD 83(1986)-  41 39 02.     (N)    075 39 31.     (W)     SCALED    
 LY1682* NAVD 88     -       323.433  (meters)    1061.13   (feet)  ADJUSTED  
 LY1682  ___________________________________________________________________
 LY1682  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 LY1682  DYNAMIC HT  -         323.313 (meters)    1060.74  (feet)  COMP
 LY1682  MODELED GRAV-     980,242.4   (mgal)                       NAVD 88
 LY1682
 LY1682  VERT ORDER  -  SECOND    CLASS 0
 LY1682
 LY1682.The horizontal coordinates were scaled from a topographic map and have
 LY1682.an estimated accuracy of +/- 6 seconds.
 LY1682
 LY1682.The orthometric height was determined by differential leveling
 LY1682.and adjusted by the National Geodetic Survey in June 1991..
 LY1682
 LY1682.The geoid height was determined by GEOID03.
 LY1682
 LY1682.The dynamic height is computed by dividing the NAVD 88
 LY1682.geopotential number by the normal gravity value computed on the
 LY1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1682.degrees latitude (g = 980.6199 gals.).
 LY1682
 LY1682.The modeled gravity was interpolated from observed gravity values.
 LY1682
 LY1682;                    North         East    Units  Estimated Accuracy
 LY1682;SPC PA N     -   166,900.      774,200.      MT  (+/- 180 meters Scaled)
 LY1682
 LY1682                          SUPERSEDED SURVEY CONTROL
 LY1682
 LY1682  NGVD 29 (??/??/92)  323.632  (m)         1061.78   (f) ADJ UNCH    2 0
 LY1682
 LY1682.Superseded values are not recommended for survey control.
 LY1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1682.See file dsdata.txt to determine how the superseded data were derived.
 LY1682
 LY1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM451111(NAD 83)
 LY1682_MARKER: DD = SURVEY DISK
 LY1682_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1682_SP_SET: BRIDGE
 LY1682_STAMPING: L 280 1961
 LY1682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1682
 LY1682  HISTORY     - Date     Condition        Report By
 LY1682  HISTORY     - 1961     MONUMENTED       PADH
 LY1682  HISTORY     - 1961     GOOD             NGS
 LY1682
 LY1682                          STATION DESCRIPTION
 LY1682
 LY1682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LY1682'5.7 MI S FROM LENOX.
 LY1682'ABOUT 5.7 MILE SOUTH ALONG INTERSTATE HWY 81 FROM WHERE THE
 LY1682'INTERSTATE HWY CROSSES OVER STATE HWY 92 AND U.S. HWY 106 EAST
 LY1682'OF LENOX BM IS SET ON SOUTH EAST SIDE OF SOUTH BOUND LANE OF
 LY1682'INTERSTATE HWY IN BRIDGE OVER COUNTY RD. 941, 1 FOOT NORTH EAST
 LY1682'OF SOUTH WEST END IN CURBING FOR GUARD RAIL, 18 FEET SOUTH EAST
 LY1682'OF CENTERLINE OF SOUTH BOUND LANE, ABOUT 1 FOOT ABOVE LEVEL OF
 LY1682'HIGHWAY, PENNSYLVANIA DEPARTMENT OF HIGHWAYS DISK DRILLED IN
 LY1682'HORIZONTAL, STAMPED L 280 1961.  NOTE-- BM IS ABOUT 0.7 MILE
 LY1682'NORTH OF M 280 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1604 ***********************************************************************
 LY1604  DESIGNATION -  L 281
 LY1604  PID         -  LY1604
 LY1604  STATE/COUNTY-  PA/LACKAWANNA
 LY1604  USGS QUAD   -  MOSCOW (1976)
 LY1604
 LY1604                         *CURRENT SURVEY CONTROL
 LY1604  ___________________________________________________________________
 LY1604* NAD 83(1986)-  41 20 07.     (N)    075 33 07.     (W)     SCALED    
 LY1604* NAVD 88     -       534.397  (meters)    1753.27   (feet)  ADJUSTED  
 LY1604  ___________________________________________________________________
 LY1604  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 LY1604  DYNAMIC HT  -         534.156 (meters)    1752.48  (feet)  COMP
 LY1604  MODELED GRAV-     980,156.1   (mgal)                       NAVD 88
 LY1604
 LY1604  VERT ORDER  -  SECOND    CLASS 0
 LY1604
 LY1604.The horizontal coordinates were scaled from a topographic map and have
 LY1604.an estimated accuracy of +/- 6 seconds.
 LY1604
 LY1604.The orthometric height was determined by differential leveling
 LY1604.and adjusted by the National Geodetic Survey in June 1991..
 LY1604
 LY1604.The geoid height was determined by GEOID03.
 LY1604
 LY1604.The dynamic height is computed by dividing the NAVD 88
 LY1604.geopotential number by the normal gravity value computed on the
 LY1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1604.degrees latitude (g = 980.6199 gals.).
 LY1604
 LY1604.The modeled gravity was interpolated from observed gravity values.
 LY1604
 LY1604;                    North         East    Units  Estimated Accuracy
 LY1604;SPC PA N     -   132,110.      783,970.      MT  (+/- 180 meters Scaled)
 LY1604
 LY1604                          SUPERSEDED SURVEY CONTROL
 LY1604
 LY1604  NGVD 29 (??/??/92)  534.618  (m)         1753.99   (f) ADJ UNCH    2 0
 LY1604
 LY1604.Superseded values are not recommended for survey control.
 LY1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1604.See file dsdata.txt to determine how the superseded data were derived.
 LY1604
 LY1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL538761(NAD 83)
 LY1604_MARKER: DB = BENCH MARK DISK
 LY1604_SETTING: 66 = SET IN ROCK OUTCROP
 LY1604_SP_SET: ROCK CUT
 LY1604_STAMPING: L 281 1961
 LY1604_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LY1604+STABILITY: POSITION/ELEVATION WELL
 LY1604
 LY1604  HISTORY     - Date     Condition        Report By
 LY1604  HISTORY     - 1961     MONUMENTED       CGS
 LY1604
 LY1604                          STATION DESCRIPTION
 LY1604
 LY1604'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1604'IN MOSCOW.
 LY1604'1.9 MILE WEST ALONG STATE HWY 690 FROM THE JUNCTION OF STATE
 LY1604'HWY 690 AND U.S. HWY 611 IN MOSCOW, SET VERTICAL IN THE SOUTH
 LY1604'WEST FACE OF A ROCK CUT, 51 FEET SOUTH EAST AND ACROSS THE
 LY1604'HIGHWAY FROM THE EAST CORNER OF A BARN, 75 FEET SOUTH AND ACROSS
 LY1604'THE HIGHWAY FROM POWER POLE NO. 75, 15 FEET SOUTH EAST OF THE
 LY1604'CENTERLINE OF THE BLACKTOP ROAD, ABOUT 100 YARDS NORTH EAST OF
 LY1604'A TWO-STORY FRAME HOME, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 LY1604'HIGHWAY, STANDARD BENCH MARK DISK DRILLED IN VERTICAL, STAMPED
 LY1604'L 281 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1756 ***********************************************************************
 LY1756  DESIGNATION -  L 282
 LY1756  PID         -  LY1756
 LY1756  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1756  USGS QUAD   -  SPRINGVILLE (1969)
 LY1756
 LY1756                         *CURRENT SURVEY CONTROL
 LY1756  ___________________________________________________________________
 LY1756* NAD 83(1986)-  41 41 55.     (N)    075 54 19.     (W)     SCALED    
 LY1756* NAVD 88     -       407.630  (meters)    1337.37   (feet)  ADJUSTED  
 LY1756  ___________________________________________________________________
 LY1756  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 LY1756  DYNAMIC HT  -         407.475 (meters)    1336.86  (feet)  COMP
 LY1756  MODELED GRAV-     980,228.5   (mgal)                       NAVD 88
 LY1756
 LY1756  VERT ORDER  -  SECOND    CLASS 0
 LY1756
 LY1756.The horizontal coordinates were scaled from a topographic map and have
 LY1756.an estimated accuracy of +/- 6 seconds.
 LY1756
 LY1756.The orthometric height was determined by differential leveling
 LY1756.and adjusted by the National Geodetic Survey in June 1991..
 LY1756
 LY1756.The geoid height was determined by GEOID03.
 LY1756
 LY1756.The dynamic height is computed by dividing the NAVD 88
 LY1756.geopotential number by the normal gravity value computed on the
 LY1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1756.degrees latitude (g = 980.6199 gals.).
 LY1756
 LY1756.The modeled gravity was interpolated from observed gravity values.
 LY1756
 LY1756;                    North         East    Units  Estimated Accuracy
 LY1756;SPC PA N     -   171,770.      753,540.      MT  (+/- 180 meters Scaled)
 LY1756
 LY1756                          SUPERSEDED SURVEY CONTROL
 LY1756
 LY1756  NGVD 29 (??/??/92)  407.824  (m)         1338.00   (f) ADJ UNCH    2 0
 LY1756
 LY1756.Superseded values are not recommended for survey control.
 LY1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1756.See file dsdata.txt to determine how the superseded data were derived.
 LY1756
 LY1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM246167(NAD 83)
 LY1756_MARKER: DB = BENCH MARK DISK
 LY1756_SETTING: 80 = SET IN A BOULDER
 LY1756_SP_SET: BOULDER
 LY1756_STAMPING: L 282 1961
 LY1756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1756+STABILITY: SURFACE MOTION
 LY1756
 LY1756  HISTORY     - Date     Condition        Report By
 LY1756  HISTORY     - 1961     MONUMENTED       CGS
 LY1756
 LY1756                          STATION DESCRIPTION
 LY1756
 LY1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1756'0.8 MI E FROM SPRINGVILLE.
 LY1756'ABOUT 0.85 MILE EAST ALONG COUNTY RD. 57012 FROM THE JUNCTION OF
 LY1756'COUNTY RD. 57012 AND STATE HWY 29 IN SPRINGVILLE, SET IN TOP OF A
 LY1756'3 FT X 5 FT BOULDER PROJECTING ABOUT 6 INCHES, 9 FEET NORTH WEST OF
 LY1756'A 3 FOOT (THICK) MAPLE TREE, 33 FEET WEST OF THE CENTERLINE OF
 LY1756'DIRT ROAD (T 367) NORTH-NORTH EAST, 21 FEET NORTH OF THE
 LY1756'CENTERLINE OF COUNTY RD. 57012, 2 FEET NORTH OF FENCE LINE, 4
 LY1756'FEET NORTH EAST OF TELEPHONE POLE NO. J 29, ABOUT 1 FOOT ABOVE
 LY1756'THE LEVEL OF THE ROAD, STANDARD BENCH MARK DISK DRILLED IN
 LY1756'HORIZONTAL, STAMPED L 282 1961.  NOTE-- BM IS 0.2 MILE EAST OF
 LY1756'SMITHOLM BARN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1118 ***********************************************************************
 LY1118  DESIGNATION -  L 282 X
 LY1118  PID         -  LY1118
 LY1118  STATE/COUNTY-  PA/MONROE
 LY1118  USGS QUAD   -  TOBYHANNA (1994)
 LY1118
 LY1118                         *CURRENT SURVEY CONTROL
 LY1118  ___________________________________________________________________
 LY1118* NAD 83(1986)-  41 09 50.     (N)    075 23 52.     (W)     SCALED    
 LY1118* NAVD 88     -       597.700  (meters)    1960.95   (feet)  ADJUSTED  
 LY1118  ___________________________________________________________________
 LY1118  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 LY1118  DYNAMIC HT  -         597.399 (meters)    1959.97  (feet)  COMP
 LY1118  MODELED GRAV-     980,100.4   (mgal)                       NAVD 88
 LY1118
 LY1118  VERT ORDER  -  SECOND    CLASS 0
 LY1118
 LY1118.The horizontal coordinates were scaled from a topographic map and have
 LY1118.an estimated accuracy of +/- 6 seconds.
 LY1118
 LY1118.The orthometric height was determined by differential leveling
 LY1118.and adjusted by the National Geodetic Survey in June 1991..
 LY1118
 LY1118.The geoid height was determined by GEOID03.
 LY1118
 LY1118.The dynamic height is computed by dividing the NAVD 88
 LY1118.geopotential number by the normal gravity value computed on the
 LY1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1118.degrees latitude (g = 980.6199 gals.).
 LY1118
 LY1118.The modeled gravity was interpolated from observed gravity values.
 LY1118
 LY1118;                    North         East    Units  Estimated Accuracy
 LY1118;SPC PA N     -   113,430.      797,380.      MT  (+/- 180 meters Scaled)
 LY1118
 LY1118                          SUPERSEDED SURVEY CONTROL
 LY1118
 LY1118  NGVD 29 (??/??/92)  597.886  (m)         1961.56   (f) ADJ UNCH    2 0
 LY1118
 LY1118.Superseded values are not recommended for survey control.
 LY1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1118.See file dsdata.txt to determine how the superseded data were derived.
 LY1118
 LY1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL666570(NAD 83)
 LY1118_MARKER: DB = BENCH MARK DISK
 LY1118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1118_SP_SET: SIGNAL BASE
 LY1118_STAMPING: L 282 X 1961
 LY1118_MARK LOGO: CGS   
 LY1118_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY1118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1118
 LY1118  HISTORY     - Date     Condition        Report By
 LY1118  HISTORY     - 1961     MONUMENTED       CGS
 LY1118  HISTORY     - 19990701 GOOD             PADT
 LY1118  HISTORY     - 19990701 GOOD             PADT
 LY1118  HISTORY     - 20030507 GOOD             PADT
 LY1118
 LY1118                          STATION DESCRIPTION
 LY1118
 LY1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1118'4 MI N FROM POCONO SUMMIT.
 LY1118'4.0 MILE NORTH ALONG THE DELAWARE LACKAWANNA AND WESTERN
 LY1118'RAILROAD FROM THE RAILROAD STATION AT POCONO SUMMIT, SET IN
 LY1118'THE BASE BETWEEN THE TWO SUPPORT BEAMS FOR A SIGNAL, 2 FEET
 LY1118'NORTH OF THE SOUTH STANCHION, 3 FEET SOUTH OF THE NORTH
 LY1118'STANCHION, ON THE EAST EDGE OF BASE, 20 FEET WEST OF THE WEST
 LY1118'RAIL, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS, STANDARD
 LY1118'BENCH MARK DISK DRILLED IN HORIZONTAL, STAMPED L 282 X 1961.
 LY1118'NOTE-- 1.25 MILE SOUTH EAST ALONG U.S. HWY 611 FROM THE
 LY1118'JUNCTION OF U.S. 611 AND STATE HWY 490 IN TOBYHANNA TO BRIDGE
 LY1118'OF U.S. 611 OVER RAILROAD THENCE ABOUT 0.2 MILE SOUTH ALONG
 LY1118'THE RAILROAD.
 LY1118
 LY1118                          STATION RECOVERY (1999)
 LY1118
 LY1118'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (SQ)
 LY1118'RECOVERED IN GOOD CONDITION.
 LY1118
 LY1118                          STATION RECOVERY (1999)
 LY1118
 LY1118'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (SQ)
 LY1118'RECOVERED AS DESCRIBED.
 LY1118
 LY1118                          STATION RECOVERY (2003)
 LY1118
 LY1118'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (SQ)
 LY1118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1386 ***********************************************************************
 KX1386  DESIGNATION -  L 283
 KX1386  PID         -  KX1386
 KX1386  STATE/COUNTY-  PA/WESTMORELAND
 KX1386  USGS QUAD   -  SMITHTON (1994)
 KX1386
 KX1386                         *CURRENT SURVEY CONTROL
 KX1386  ___________________________________________________________________
 KX1386* NAD 83(1986)-  40 12 46.     (N)    079 38 49.     (W)     SCALED    
 KX1386* NAVD 88     -       303.643  (meters)     996.20   (feet)  ADJUSTED  
 KX1386  ___________________________________________________________________
 KX1386  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KX1386  DYNAMIC HT  -         303.479 (meters)     995.66  (feet)  COMP
 KX1386  MODELED GRAV-     980,078.7   (mgal)                       NAVD 88
 KX1386
 KX1386  VERT ORDER  -  SECOND    CLASS 0
 KX1386
 KX1386.The horizontal coordinates were scaled from a topographic map and have
 KX1386.an estimated accuracy of +/- 6 seconds.
 KX1386
 KX1386.The orthometric height was determined by differential leveling
 KX1386.and adjusted by the National Geodetic Survey in June 1991..
 KX1386
 KX1386.The geoid height was determined by GEOID03.
 KX1386
 KX1386.The dynamic height is computed by dividing the NAVD 88
 KX1386.geopotential number by the normal gravity value computed on the
 KX1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1386.degrees latitude (g = 980.6199 gals.).
 KX1386
 KX1386.The modeled gravity was interpolated from observed gravity values.
 KX1386
 KX1386;                    North         East    Units  Estimated Accuracy
 KX1386;SPC PA S     -    99,380.      438,530.      MT  (+/- 180 meters Scaled)
 KX1386
 KX1386                          SUPERSEDED SURVEY CONTROL
 KX1386
 KX1386  NGVD 29 (??/??/92)  303.840  (m)          996.85   (f) ADJ UNCH    2 0
 KX1386
 KX1386.Superseded values are not recommended for survey control.
 KX1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1386.See file dsdata.txt to determine how the superseded data were derived.
 KX1386
 KX1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE151522(NAD 83)
 KX1386_MARKER: DB = BENCH MARK DISK
 KX1386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1386_SP_SET: CULVERT
 KX1386_STAMPING: L 283 1961
 KX1386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1386
 KX1386  HISTORY     - Date     Condition        Report By
 KX1386  HISTORY     - 1961     MONUMENTED       CGS
 KX1386
 KX1386                          STATION DESCRIPTION
 KX1386
 KX1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KX1386'2.2 MI W FROM NEW STANTON.
 KX1386'ABOUT 0.1 MILE NORTH ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE
 KX1386'IN NEW STANTON TO THE JUNCTION OF INTERSTATE HIGHWAY 70S, THENCE
 KX1386'WEST ALONG INTERSTATE HIGHWAY 70S FOR 2.15 MILES, 23.5 FEET
 KX1386'NORTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC LANE OF
 KX1386'INTERSTATE HIGHWAY 70S, AND ABOUT 6 INCHES BELOW THE LEVEL OF
 KX1386'THE HIGHWAY.  THE DISK IS SET IN A DRILL HOLE IN THE TOP OF THE
 KX1386'NORTH HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1872 ***********************************************************************
 KX1872  DESIGNATION -  L 283 RESET
 KX1872  PID         -  KX1872
 KX1872  STATE/COUNTY-  PA/WESTMORELAND
 KX1872  USGS QUAD   -  SMITHTON (1994)
 KX1872
 KX1872                         *CURRENT SURVEY CONTROL
 KX1872  ___________________________________________________________________
 KX1872* NAD 83(1986)-  40 12 46.     (N)    079 38 49.     (W)     SCALED    
 KX1872* NAVD 88     -       304.51   (+/-2cm)     999.0    (feet)  VERTCON   
 KX1872  ___________________________________________________________________
 KX1872  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 KX1872
 KX1872  VERT ORDER  -  THIRD (See Below)
 KX1872
 KX1872.The horizontal coordinates were scaled from a topographic map and have
 KX1872.an estimated accuracy of +/- 6 seconds.
 KX1872
 KX1872.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX1872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX1872.The vertical order pertains to the NGVD 29 superseded value.
 KX1872
 KX1872.The geoid height was determined by GEOID03.
 KX1872
 KX1872;                    North         East    Units  Estimated Accuracy
 KX1872;SPC PA S     -    99,380.      438,530.      MT  (+/- 180 meters Scaled)
 KX1872
 KX1872                          SUPERSEDED SURVEY CONTROL
 KX1872
 KX1872  NGVD 29 (02/24/03)  304.70   (m)          999.7    (f) RESET       3  
 KX1872
 KX1872.Superseded values are not recommended for survey control.
 KX1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1872.See file dsdata.txt to determine how the superseded data were derived.
 KX1872
 KX1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE151522(NAD 83)
 KX1872_MARKER: DB = BENCH MARK DISK
 KX1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX1872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX1872_STAMPING: L 283 RESET 1978
 KX1872_PROJECTION: PROJECTING 15 CENTIMETERS
 KX1872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX1872+STABILITY: SURFACE MOTION
 KX1872
 KX1872  HISTORY     - Date     Condition        Report By
 KX1872  HISTORY     - 1978     MONUMENTED       NGS
 KX1872  HISTORY     - 20011203 POOR             PADT
 KX1872
 KX1872                          STATION DESCRIPTION
 KX1872
 KX1872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KX1872'2.4 MI WEST FROM NEW STANTON.
 KX1872'2.4 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM ITS JUNCTION WITH THE
 KX1872'PENNSYLVANIA TURNPIKE, 48.5 FEET NORTH NORTHWEST OF THE CENTER
 KX1872'OF I 70, 21 FEET NORTHEAST OF A CULVERT AND AT HIGHWAY STATION
 KX1872'197+75.
 KX1872'THE MARK IS 1.6 FT  S FROM A WITNESS POST.
 KX1872
 KX1872                          STATION RECOVERY (2001)
 KX1872
 KX1872'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (MH)
 KX1872'NEW PENNDOT ELEVATION ESTABLISHED AS 304.516 METERS (999.07 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1425 ***********************************************************************
 KX1425  DESIGNATION -  L 284
 KX1425  PID         -  KX1425
 KX1425  STATE/COUNTY-  PA/WASHINGTON
 KX1425  USGS QUAD   -  MONONGAHELA (1993)
 KX1425
 KX1425                         *CURRENT SURVEY CONTROL
 KX1425  ___________________________________________________________________
 KX1425* NAD 83(1986)-  40 07 32.     (N)    079 57 26.     (W)     SCALED    
 KX1425* NAVD 88     -       350.053  (meters)    1148.47   (feet)  ADJUSTED  
 KX1425  ___________________________________________________________________
 KX1425  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 KX1425  DYNAMIC HT  -         349.862 (meters)    1147.84  (feet)  COMP
 KX1425  MODELED GRAV-     980,070.8   (mgal)                       NAVD 88
 KX1425
 KX1425  VERT ORDER  -  SECOND    CLASS 0
 KX1425
 KX1425.The horizontal coordinates were scaled from a topographic map and have
 KX1425.an estimated accuracy of +/- 6 seconds.
 KX1425
 KX1425.The orthometric height was determined by differential leveling
 KX1425.and adjusted by the National Geodetic Survey in June 1991..
 KX1425
 KX1425.The geoid height was determined by GEOID03.
 KX1425
 KX1425.The dynamic height is computed by dividing the NAVD 88
 KX1425.geopotential number by the normal gravity value computed on the
 KX1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1425.degrees latitude (g = 980.6199 gals.).
 KX1425
 KX1425.The modeled gravity was interpolated from observed gravity values.
 KX1425
 KX1425;                    North         East    Units  Estimated Accuracy
 KX1425;SPC PA S     -    90,320.      411,890.      MT  (+/- 180 meters Scaled)
 KX1425
 KX1425                          SUPERSEDED SURVEY CONTROL
 KX1425
 KX1425  NGVD 29 (??/??/92)  350.227  (m)         1149.04   (f) ADJ UNCH    2 0
 KX1425
 KX1425.Superseded values are not recommended for survey control.
 KX1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1425.See file dsdata.txt to determine how the superseded data were derived.
 KX1425
 KX1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE888422(NAD 83)
 KX1425_MARKER: DD = SURVEY DISK
 KX1425_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1425_SP_SET: BRIDGE
 KX1425_STAMPING: L 284
 KX1425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1425
 KX1425  HISTORY     - Date     Condition        Report By
 KX1425  HISTORY     - UNK      MONUMENTED       PADT
 KX1425  HISTORY     - 1961     GOOD             NGS
 KX1425  HISTORY     - 1970     GOOD             PADT
 KX1425  HISTORY     - 20011203 GOOD             PADT
 KX1425  HISTORY     - 20030627 GOOD             PADT
 KX1425
 KX1425                          STATION DESCRIPTION
 KX1425
 KX1425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KX1425'6.4 MI SW FROM CHARLEROI.
 KX1425'ABOUT 1.3 MILES SOUTH ALONG STATE HIGHWAY 88 FROM THE PENNSYLVANIA
 KX1425'RAILROAD DEPOT IN CHARLEROI TO JUNCTION OF INTERSTATE HIGHWAY
 KX1425'70 SOUTH, THENCE WEST ALONG INTERSTATE HIGHWAY 70S FOR 5.05
 KX1425'MILES, ALSO ABOUT 1.0 MILE NORTH OF BENTLYVILLE, AT THE TRAFFIC
 KX1425'INTERCHANGE BRIDGE OF INTERSTATE HIGHWAY 70S AND STATE HIGHWAY
 KX1425'71, THENCE EAST ALONG INTERSTATE HIGHWAY 70S FOR 2.6 MILES,
 KX1425'24.0 FEET SOUTH OF THE EAST BOUND TRAFFIC LANE OF INTERSTATE
 KX1425'HIGHWAY 70S, AND ABOUT 6 INCHES ABOVE THE LEVEL OF THE HIGHWAY.
 KX1425'IT IS SET IN THE SOUTHWEST WINGWALL OF A CONCRETE BRIDGE OVER
 KX1425'STATE HIGHWAY 481.
 KX1425
 KX1425                          STATION RECOVERY (1970)
 KX1425
 KX1425'RECOVERY NOTE BY PA DEPT OF TRANSP 1970
 KX1425'RECOVERED IN GOOD CONDITION.
 KX1425
 KX1425                          STATION RECOVERY (2001)
 KX1425
 KX1425'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (LS)
 KX1425'RECOVERED IN GOOD CONDITION.
 KX1425
 KX1425                          STATION RECOVERY (2003)
 KX1425
 KX1425'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (BD)
 KX1425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1290 ***********************************************************************
 KX1290  DESIGNATION -  L 285
 KX1290  PID         -  KX1290
 KX1290  STATE/COUNTY-  PA/WASHINGTON
 KX1290  USGS QUAD   -  FAYETTE CITY (1979)
 KX1290
 KX1290                         *CURRENT SURVEY CONTROL
 KX1290  ___________________________________________________________________
 KX1290* NAD 83(1986)-  40 06 43.     (N)    079 51 13.     (W)     SCALED    
 KX1290* NAVD 88     -       234.518  (meters)     769.41   (feet)  ADJUSTED  
 KX1290  ___________________________________________________________________
 KX1290  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 KX1290  DYNAMIC HT  -         234.392 (meters)     769.00  (feet)  COMP
 KX1290  MODELED GRAV-     980,079.6   (mgal)                       NAVD 88
 KX1290
 KX1290  VERT ORDER  -  SECOND    CLASS 0
 KX1290
 KX1290.The horizontal coordinates were scaled from a topographic map and have
 KX1290.an estimated accuracy of +/- 6 seconds.
 KX1290
 KX1290.The orthometric height was determined by differential leveling
 KX1290.and adjusted by the National Geodetic Survey in June 1991..
 KX1290
 KX1290.The geoid height was determined by GEOID03.
 KX1290
 KX1290.The dynamic height is computed by dividing the NAVD 88
 KX1290.geopotential number by the normal gravity value computed on the
 KX1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1290.degrees latitude (g = 980.6199 gals.).
 KX1290
 KX1290.The modeled gravity was interpolated from observed gravity values.
 KX1290
 KX1290;                    North         East    Units  Estimated Accuracy
 KX1290;SPC PA S     -    88,590.      420,680.      MT  (+/- 180 meters Scaled)
 KX1290
 KX1290                          SUPERSEDED SURVEY CONTROL
 KX1290
 KX1290  NGVD 29 (??/??/92)  234.710  (m)          770.04   (f) ADJ UNCH    2 0
 KX1290
 KX1290.Superseded values are not recommended for survey control.
 KX1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1290.See file dsdata.txt to determine how the superseded data were derived.
 KX1290
 KX1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE976408(NAD 83)
 KX1290_MARKER: DB = BENCH MARK DISK
 KX1290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1290_SP_SET: SIGNAL TOWER BASE
 KX1290_STAMPING: L 285 1961
 KX1290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1290
 KX1290  HISTORY     - Date     Condition        Report By
 KX1290  HISTORY     - 1961     MONUMENTED       CGS
 KX1290  HISTORY     - 1970     GOOD             PADT
 KX1290  HISTORY     - 1983     MARK NOT FOUND   NGS
 KX1290
 KX1290                          STATION DESCRIPTION
 KX1290
 KX1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KX1290'3 MI S FROM CHARLEROI.
 KX1290'ABOUT 2.98 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1290'STATION AT CHARLEROI, 7-RAILS NORTH OF A TRACK SWITCH AND
 KX1290'TELEPHONE BOX AND 7.0 FEET EAST OF THE EAST RAIL OF THE NORTH
 KX1290'BOUND TRACK.  SET IN TOP OF A 18-INCH SQUARE CONCRETE BASE OF
 KX1290'A SIGNAL TOWER BLOCK AND IS ABOUT 1.0 FOOT BELOW THE LEVEL OF
 KX1290'THE TRACK.
 KX1290
 KX1290                          STATION RECOVERY (1970)
 KX1290
 KX1290'RECOVERY NOTE BY PA DEPT OF TRANSP 1970
 KX1290'RECOVERED IN GOOD CONDITION.
 KX1290
 KX1290                          STATION RECOVERY (1983)
 KX1290
 KX1290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1290'NOT RECOVERED, BELIEVED DESTROYED AS THE SIGNAL BASE COULD NOT BE
 KX1290'LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0981 ***********************************************************************
 KW0981  DESIGNATION -  L 286 PADH
 KW0981  PID         -  KW0981
 KW0981  STATE/COUNTY-  PA/YORK
 KW0981  USGS QUAD   -  DOVER (1972)
 KW0981
 KW0981                         *CURRENT SURVEY CONTROL
 KW0981  ___________________________________________________________________
 KW0981* NAD 83(1986)-  40 06 06.     (N)    076 46 40.     (W)     SCALED    
 KW0981* NAVD 88     -       114.005  (meters)     374.03   (feet)  ADJUSTED  
 KW0981  ___________________________________________________________________
 KW0981  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 KW0981  DYNAMIC HT  -         113.945 (meters)     373.83  (feet)  COMP
 KW0981  MODELED GRAV-     980,096.3   (mgal)                       NAVD 88
 KW0981
 KW0981  VERT ORDER  -  SECOND    CLASS 0
 KW0981
 KW0981.The horizontal coordinates were scaled from a topographic map and have
 KW0981.an estimated accuracy of +/- 6 seconds.
 KW0981
 KW0981.The orthometric height was determined by differential leveling
 KW0981.and adjusted by the National Geodetic Survey in June 1991..
 KW0981
 KW0981.The geoid height was determined by GEOID03.
 KW0981
 KW0981.The dynamic height is computed by dividing the NAVD 88
 KW0981.geopotential number by the normal gravity value computed on the
 KW0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0981.degrees latitude (g = 980.6199 gals.).
 KW0981
 KW0981.The modeled gravity was interpolated from observed gravity values.
 KW0981
 KW0981;                    North         East    Units  Estimated Accuracy
 KW0981;SPC PA S     -    85,770.      682,900.      MT  (+/- 180 meters Scaled)
 KW0981
 KW0981                          SUPERSEDED SURVEY CONTROL
 KW0981
 KW0981  NGVD 29 (??/??/??)  114.230  (m)          374.77   (f) ADJUSTED    2 0
 KW0981
 KW0981.Superseded values are not recommended for survey control.
 KW0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0981.See file dsdata.txt to determine how the superseded data were derived.
 KW0981
 KW0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK484405(NAD 83)
 KW0981_MARKER: DD = SURVEY DISK
 KW0981_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0981_SP_SET: BRIDGE
 KW0981_STAMPING: L 286
 KW0981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0981
 KW0981  HISTORY     - Date     Condition        Report By
 KW0981  HISTORY     - UNK      MONUMENTED       PADH
 KW0981  HISTORY     - 1961     GOOD             CGS
 KW0981
 KW0981                          STATION DESCRIPTION
 KW0981
 KW0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KW0981'2.4 MI S FROM NEWBERRYTOWN.
 KW0981'ABOUT 2.4 MILES SOUTH OF THE INTERCHANGE BRIDGE OF U.S. HIGHWAY
 KW0981'111 AND STATE HIGHWAY 382 AT THE WEST EDGE OF NEWBERRYTOWN,
 KW0981'22.0 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND TRAFFIC
 KW0981'LANE OF U.S. HIGHWAY 111.  SET IN TOP OF THE SOUTHEAST WINGWALL
 KW0981'OF A LARGE CONCRETE BRIDGE OF U.S. HIGHWAY 111 OVER A CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV1756 ***********************************************************************
 JV1756  DESIGNATION -  L 287 PADH
 JV1756  PID         -  JV1756
 JV1756  STATE/COUNTY-  PA/YORK
 JV1756  USGS QUAD   -  YORK (1990)
 JV1756
 JV1756                         *CURRENT SURVEY CONTROL
 JV1756  ___________________________________________________________________
 JV1756* NAD 83(1986)-  39 54 37.     (N)    076 42 11.     (W)     SCALED    
 JV1756* NAVD 88     -       219.546  (meters)     720.29   (feet)  ADJUSTED  
 JV1756  ___________________________________________________________________
 JV1756  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 JV1756  DYNAMIC HT  -         219.434 (meters)     719.93  (feet)  COMP
 JV1756  MODELED GRAV-     980,107.1   (mgal)                       NAVD 88
 JV1756
 JV1756  VERT ORDER  -  SECOND    CLASS 0
 JV1756
 JV1756.The horizontal coordinates were scaled from a topographic map and have
 JV1756.an estimated accuracy of +/- 6 seconds.
 JV1756
 JV1756.The orthometric height was determined by differential leveling
 JV1756.and adjusted by the National Geodetic Survey in June 1991..
 JV1756
 JV1756.The geoid height was determined by GEOID03.
 JV1756
 JV1756.The dynamic height is computed by dividing the NAVD 88
 JV1756.geopotential number by the normal gravity value computed on the
 JV1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV1756.degrees latitude (g = 980.6199 gals.).
 JV1756
 JV1756.The modeled gravity was interpolated from observed gravity values.
 JV1756
 JV1756;                    North         East    Units  Estimated Accuracy
 JV1756;SPC PA S     -    64,590.      689,520.      MT  (+/- 180 meters Scaled)
 JV1756
 JV1756                          SUPERSEDED SURVEY CONTROL
 JV1756
 JV1756  NGVD 29 (??/??/??)  219.790  (m)          721.09   (f) ADJUSTED    2 0
 JV1756
 JV1756.Superseded values are not recommended for survey control.
 JV1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV1756.See file dsdata.txt to determine how the superseded data were derived.
 JV1756
 JV1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK544191(NAD 83)
 JV1756_MARKER: DD = SURVEY DISK
 JV1756_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JV1756_SP_SET: BRIDGE
 JV1756_STAMPING: L 287
 JV1756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV1756
 JV1756  HISTORY     - Date     Condition        Report By
 JV1756  HISTORY     - UNK      MONUMENTED       PADH
 JV1756  HISTORY     - 1961     GOOD             CGS
 JV1756  HISTORY     - 1988     GOOD             USPSQD
 JV1756  HISTORY     - 1989     GOOD             USPSQD
 JV1756  HISTORY     - 20050318 MARK NOT FOUND   GEOCAC
 JV1756
 JV1756                          STATION DESCRIPTION
 JV1756
 JV1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JV1756'1.9 MI S FROM SPRY.
 JV1756'1.9 MILES SOUTH ALONG U.S. HIGHWAY 111, INTERSTATE HIGHWAY 83
 JV1756'FROM THE INTERCHANGE BRIDGE OF U.S. HIGHWAY 111 AND INTERSTATE
 JV1756'HIGHWAY 83 AT THE JUNCTION OF STATE HIGHWAY 74 ABOUT 1.0 MILE
 JV1756'NORTH OF SPRY TO THE NEW SALEM-DALLASTOWN INTERCHANGE BRIDGE,
 JV1756'26.0 FEET NORTH OF THE CENTERLINE OF A BLACKTOP ROAD AND
 JV1756'BRIDGE.  SET IN TOP OF THE EAST END OF THE NORTH CONCRETE
 JV1756'BANISTER OF A 170.0 FOOT LONG CONCRETE BRIDGE OVER U.S. HIGHWAY
 JV1756'111, INTERSTATE HIGHWAY 83 AND IS ABOUT 2.0 FEET ABOVE THE
 JV1756'LEVEL OF THE BLACKTOP ROAD AND BRIDGE SURFACE.
 JV1756
 JV1756                          STATION RECOVERY (1988)
 JV1756
 JV1756'RECOVERY NOTE BY US POWER SQUADRON 1988 (RED)
 JV1756'RECOVERED IN GOOD CONDITION.
 JV1756
 JV1756                          STATION RECOVERY (1989)
 JV1756
 JV1756'RECOVERY NOTE BY US POWER SQUADRON 1989 (RED)
 JV1756'RECOVERED IN GOOD CONDITION.
 JV1756
 JV1756                          STATION RECOVERY (2005)
 JV1756
 JV1756'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 JV1756'THIS BRIDGE IS BEING REBUILT AND THE MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1570 ***********************************************************************
 LY1570  DESIGNATION -  L 288
 LY1570  PID         -  LY1570
 LY1570  STATE/COUNTY-  PA/LACKAWANNA
 LY1570  USGS QUAD   -  MOSCOW (1976)
 LY1570
 LY1570                         *CURRENT SURVEY CONTROL
 LY1570  ___________________________________________________________________
 LY1570* NAD 83(1986)-  41 22 23.     (N)    075 32 37.     (W)     SCALED    
 LY1570* NAVD 88     -       427.542  (meters)    1402.69   (feet)  ADJUSTED  
 LY1570  ___________________________________________________________________
 LY1570  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 LY1570  DYNAMIC HT  -         427.359 (meters)    1402.09  (feet)  COMP
 LY1570  MODELED GRAV-     980,180.8   (mgal)                       NAVD 88
 LY1570
 LY1570  VERT ORDER  -  SECOND    CLASS 0
 LY1570
 LY1570.The horizontal coordinates were scaled from a topographic map and have
 LY1570.an estimated accuracy of +/- 6 seconds.
 LY1570
 LY1570.The orthometric height was determined by differential leveling
 LY1570.and adjusted by the National Geodetic Survey in June 1991..
 LY1570
 LY1570.The geoid height was determined by GEOID03.
 LY1570
 LY1570.The dynamic height is computed by dividing the NAVD 88
 LY1570.geopotential number by the normal gravity value computed on the
 LY1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1570.degrees latitude (g = 980.6199 gals.).
 LY1570
 LY1570.The modeled gravity was interpolated from observed gravity values.
 LY1570
 LY1570;                    North         East    Units  Estimated Accuracy
 LY1570;SPC PA N     -   136,330.      784,560.      MT  (+/- 180 meters Scaled)
 LY1570
 LY1570                          SUPERSEDED SURVEY CONTROL
 LY1570
 LY1570  NGVD 29 (??/??/92)  427.765  (m)         1403.43   (f) ADJ UNCH    2 0
 LY1570
 LY1570.Superseded values are not recommended for survey control.
 LY1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1570.See file dsdata.txt to determine how the superseded data were derived.
 LY1570
 LY1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL545803(NAD 83)
 LY1570_MARKER: DB = BENCH MARK DISK
 LY1570_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1570_SP_SET: ABUTMENT
 LY1570_STAMPING: L 288 1961
 LY1570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1570
 LY1570  HISTORY     - Date     Condition        Report By
 LY1570  HISTORY     - 1961     MONUMENTED       CGS
 LY1570
 LY1570                          STATION DESCRIPTION
 LY1570
 LY1570'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 LY1570'AT ELMHURST.
 LY1570'LOCATED IN THE NORTH SECTION OF ELMHURST, AT THE UNDERPASS FOR
 LY1570'THE DELAWARE LACKAWANNA AND WESTERN RAILROAD UNDER THE HIGHWAY
 LY1570'U.S. 611, SET VERTICAL IN THE SOUTH ABUTMENT, NORTH FACE.  ABOUT
 LY1570'18 FEET SOUTH OF THE SOUTH RAIL, ABOUT 4 FEET ABOVE THE GROUND,
 LY1570'STANDARD BENCH MARK DISK DRILLED IN VERTICAL, STAMPED L 288 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1395 ***********************************************************************
 LZ1395  DESIGNATION -  L 29
 LZ1395  PID         -  LZ1395
 LZ1395  STATE/COUNTY-  PA/POTTER
 LZ1395  USGS QUAD   -  CONRAD (1983)
 LZ1395
 LZ1395                         *CURRENT SURVEY CONTROL
 LZ1395  ___________________________________________________________________
 LZ1395* NAD 83(1986)-  41 36 26.     (N)    077 53 25.     (W)     SCALED    
 LZ1395* NAVD 88     -       451.993  (meters)    1482.91   (feet)  ADJUSTED  
 LZ1395  ___________________________________________________________________
 LZ1395  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 LZ1395  DYNAMIC HT  -         451.799 (meters)    1482.28  (feet)  COMP
 LZ1395  MODELED GRAV-     980,179.6   (mgal)                       NAVD 88
 LZ1395
 LZ1395  VERT ORDER  -  SECOND    CLASS 0
 LZ1395
 LZ1395.The horizontal coordinates were scaled from a topographic map and have
 LZ1395.an estimated accuracy of +/- 6 seconds.
 LZ1395
 LZ1395.The orthometric height was determined by differential leveling
 LZ1395.and adjusted by the National Geodetic Survey in June 1991..
 LZ1395
 LZ1395.The geoid height was determined by GEOID03.
 LZ1395
 LZ1395.The dynamic height is computed by dividing the NAVD 88
 LZ1395.geopotential number by the normal gravity value computed on the
 LZ1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1395.degrees latitude (g = 980.6199 gals.).
 LZ1395
 LZ1395.The modeled gravity was interpolated from observed gravity values.
 LZ1395
 LZ1395;                    North         East    Units  Estimated Accuracy
 LZ1395;SPC PA N     -   159,990.      588,310.      MT  (+/- 180 meters Scaled)
 LZ1395
 LZ1395                          SUPERSEDED SURVEY CONTROL
 LZ1395
 LZ1395  NGVD 29 (??/??/92)  452.130  (m)         1483.36   (f) ADJ UNCH    2 0
 LZ1395
 LZ1395.Superseded values are not recommended for survey control.
 LZ1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1395.See file dsdata.txt to determine how the superseded data were derived.
 LZ1395
 LZ1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM591102(NAD 83)
 LZ1395_MARKER: DB = BENCH MARK DISK
 LZ1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ1395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ1395_STAMPING: L 29 1934
 LZ1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ1395+STABILITY: SURFACE MOTION
 LZ1395
 LZ1395  HISTORY     - Date     Condition        Report By
 LZ1395  HISTORY     - 1934     MONUMENTED       CGS
 LZ1395
 LZ1395                          STATION DESCRIPTION
 LZ1395
 LZ1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1395'AT HULL.
 LZ1395'AT HULL, POTTER COUNTY, ON THE BALTIMORE AND OHIO RAILROAD,
 LZ1395'ABOUT 110 FEET WEST OF THE STATION, ABOUT 632 FEET EAST OF
 LZ1395'MILEPOST 120, 15 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND
 LZ1395'1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 LZ1395'L 29 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0847 ***********************************************************************
 KX0847  DESIGNATION -  L 29.06
 KX0847  PID         -  KX0847
 KX0847  STATE/COUNTY-  PA/INDIANA
 KX0847  USGS QUAD   -  ERNEST (1973)
 KX0847
 KX0847                         *CURRENT SURVEY CONTROL
 KX0847  ___________________________________________________________________
 KX0847* NAD 83(1986)-  40 40 25.     (N)    079 09 19.     (W)     SCALED    
 KX0847* NAVD 88     -       340.74   (+/-2cm)    1117.9    (feet)  VERTCON   
 KX0847  ___________________________________________________________________
 KX0847  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 KX0847
 KX0847  VERT ORDER  -  ? (See Below)
 KX0847
 KX0847.The horizontal coordinates were scaled from a topographic map and have
 KX0847.an estimated accuracy of +/- 6 seconds.
 KX0847
 KX0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0847.The vertical order pertains to the NGVD 29 superseded value.
 KX0847
 KX0847.The geoid height was determined by GEOID03.
 KX0847
 KX0847;                    North         East    Units  Estimated Accuracy
 KX0847;SPC PA S     -   149,760.      481,190.      MT  (+/- 180 meters Scaled)
 KX0847
 KX0847                          SUPERSEDED SURVEY CONTROL
 KX0847
 KX0847  NGVD 29 (??/??/92)  340.919  (m)         1118.50   (f) ADJ UNCH    ?  
 KX0847
 KX0847.Superseded values are not recommended for survey control.
 KX0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0847.See file dsdata.txt to determine how the superseded data were derived.
 KX0847
 KX0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF559041(NAD 83)
 KX0847_MARKER: Z = SEE DESCRIPTION
 KX0847_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0847_SP_SET: BRIDGE
 KX0847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0847
 KX0847  HISTORY     - Date     Condition        Report By
 KX0847  HISTORY     - 1917     MONUMENTED       BORR
 KX0847
 KX0847                          STATION DESCRIPTION
 KX0847
 KX0847'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1917
 KX0847'3.1 MI S FROM CUMMINGS DAM.
 KX0847'ABOUT 3.1 MILES SOUTH OF CUMMINGS DAM ON BRIDGE L-29.06,
 KX0847'ON BRIDGE SEAT OF NORTH ABUTMENT ON LEFT SIDE OF TRACK
 KX0847'1533+95.0.  A B.R. AND P. RY. STANDARD PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0854 ***********************************************************************
 KW0854  DESIGNATION -  L 3
 KW0854  PID         -  KW0854
 KW0854  STATE/COUNTY-  PA/DAUPHIN
 KW0854  USGS QUAD   -  HARRISBURG WEST (1987)
 KW0854
 KW0854                         *CURRENT SURVEY CONTROL
 KW0854  ___________________________________________________________________
 KW0854* NAD 83(1986)-  40 15 46.     (N)    076 52 54.     (W)     SCALED    
 KW0854* NAVD 88     -       108.721  (meters)     356.70   (feet)  ADJUSTED  
 KW0854  ___________________________________________________________________
 KW0854  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 KW0854  DYNAMIC HT  -         108.667 (meters)     356.52  (feet)  COMP
 KW0854  MODELED GRAV-     980,123.0   (mgal)                       NAVD 88
 KW0854
 KW0854  VERT ORDER  -  FIRST     CLASS II
 KW0854
 KW0854.The horizontal coordinates were scaled from a topographic map and have
 KW0854.an estimated accuracy of +/- 6 seconds.
 KW0854
 KW0854.The orthometric height was determined by differential leveling
 KW0854.and adjusted by the National Geodetic Survey in June 1991..
 KW0854.WARNING-Repeat measurements at this control monument indicate possible
 KW0854.vertical movement.
 KW0854
 KW0854.The geoid height was determined by GEOID03.
 KW0854
 KW0854.The dynamic height is computed by dividing the NAVD 88
 KW0854.geopotential number by the normal gravity value computed on the
 KW0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0854.degrees latitude (g = 980.6199 gals.).
 KW0854
 KW0854.The modeled gravity was interpolated from observed gravity values.
 KW0854
 KW0854;                    North         East    Units  Estimated Accuracy
 KW0854;SPC PA S     -   103,560.      673,860.      MT  (+/- 180 meters Scaled)
 KW0854
 KW0854                          SUPERSEDED SURVEY CONTROL
 KW0854
 KW0854  NGVD 29 (??/??/??)  108.927  (m)          357.37   (f) ADJUSTED    1 2
 KW0854
 KW0854.Superseded values are not recommended for survey control.
 KW0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0854.See file dsdata.txt to determine how the superseded data were derived.
 KW0854
 KW0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK399586(NAD 83)
 KW0854_MARKER: DB = BENCH MARK DISK
 KW0854_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0854_SP_SET: PIER
 KW0854_STAMPING: L 3 1929 357.394
 KW0854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0854_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0854+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 KW0854
 KW0854  HISTORY     - Date     Condition        Report By
 KW0854  HISTORY     - 1929     MONUMENTED       CGS
 KW0854  HISTORY     - 1966     GOOD             CGS
 KW0854  HISTORY     - 20050616 GOOD             GEOCAC
 KW0854
 KW0854                          STATION DESCRIPTION
 KW0854
 KW0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0854'0.5 MI NW FROM HARRISBURG.
 KW0854'ABOUT 0.2 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW0854'STATION AT HARRISBURG, THENCE 0.3 MILE SOUTHWEST ALONG WALNUT
 KW0854'STREET TO THE INTERSECTION OF WALNUT STREET AND 4TH STREET,
 KW0854'THENCE ABOUT 112 YARDS WEST TO THE CENTER OF STATE PARK AND
 KW0854'THE MEXICAN MONUMENT ON THE CAPITAL GROUNDS, SET IN THE
 KW0854'TOP OF AN 18- BY 24-INCH SANDSTONE ASTRONOMIC STATION PIER,
 KW0854'368 FEET SOUTHEAST OF BENCH MARK 364 (USGS), 187 FEET NORTHWEST
 KW0854'OF THE NORTHWEST CURB OF WALNUT STREET, 21 FEET SOUTHEAST OF THE
 KW0854'BASE OF THE MONUMENT, AND ABOUT 3.5 FEET ABOVE THE LEVEL OF THE
 KW0854'GROUND.
 KW0854
 KW0854                          STATION RECOVERY (2005)
 KW0854
 KW0854'RECOVERY NOTE BY GEOCACHING 2005 (MHB)
 KW0854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0682 ***********************************************************************
 LZ0682  DESIGNATION -  L 30
 LZ0682  PID         -  LZ0682
 LZ0682  STATE/COUNTY-  PA/TIOGA
 LZ0682  USGS QUAD   -  ASAPH (1969)
 LZ0682
 LZ0682                         *CURRENT SURVEY CONTROL
 LZ0682  ___________________________________________________________________
 LZ0682* NAD 83(1986)-  41 46 23.     (N)    077 24 08.     (W)     SCALED    
 LZ0682* NAVD 88     -       352.030  (meters)    1154.95   (feet)  ADJUSTED  
 LZ0682  ___________________________________________________________________
 LZ0682  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 LZ0682  DYNAMIC HT  -         351.886 (meters)    1154.48  (feet)  COMP
 LZ0682  MODELED GRAV-     980,205.3   (mgal)                       NAVD 88
 LZ0682
 LZ0682  VERT ORDER  -  SECOND    CLASS 0
 LZ0682
 LZ0682.The horizontal coordinates were scaled from a topographic map and have
 LZ0682.an estimated accuracy of +/- 6 seconds.
 LZ0682
 LZ0682.The orthometric height was determined by differential leveling
 LZ0682.and adjusted by the National Geodetic Survey in June 1991..
 LZ0682
 LZ0682.The geoid height was determined by GEOID03.
 LZ0682
 LZ0682.The dynamic height is computed by dividing the NAVD 88
 LZ0682.geopotential number by the normal gravity value computed on the
 LZ0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0682.degrees latitude (g = 980.6199 gals.).
 LZ0682
 LZ0682.The modeled gravity was interpolated from observed gravity values.
 LZ0682
 LZ0682;                    North         East    Units  Estimated Accuracy
 LZ0682;SPC PA N     -   178,460.      628,920.      MT  (+/- 180 meters Scaled)
 LZ0682
 LZ0682                          SUPERSEDED SURVEY CONTROL
 LZ0682
 LZ0682  NGVD 29 (??/??/92)  352.169  (m)         1155.41   (f) ADJ UNCH    2 0
 LZ0682
 LZ0682.Superseded values are not recommended for survey control.
 LZ0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0682.See file dsdata.txt to determine how the superseded data were derived.
 LZ0682
 LZ0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM003273(NAD 83)
 LZ0682_MARKER: DB = BENCH MARK DISK
 LZ0682_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0682_SP_SET: ABUTMENT
 LZ0682_STAMPING: L 30 1934
 LZ0682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0682
 LZ0682  HISTORY     - Date     Condition        Report By
 LZ0682  HISTORY     - 1934     MONUMENTED       CGS
 LZ0682  HISTORY     - 1939     GOOD             NGS
 LZ0682
 LZ0682                          STATION DESCRIPTION
 LZ0682
 LZ0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 LZ0682'2 MI N FROM ANSONIA.
 LZ0682'2 MILES NORTH ALONG THE NEW YORK CENTRAL RAILROAD FROM ANSONIA,
 LZ0682'TIOGA COUNTY, ABOUT 195 FEET NORTH OF MILEPOST L 112, OPPOSITE
 LZ0682'A BARN, AND A 20-FOOT WOOD SILO, AT A 30-FOOT PLATE-GIRDER
 LZ0682'BRIDGE, IN THE TOP OF THE WEST SIDE OF THE NORTH ABUTMENT, 5
 LZ0682'FEET WEST OF THE WEST RAIL, AND 2 FEET LOWER THAN THE TOP OF THE
 LZ0682'RAIL.  A STANDARD DISK, STAMPED L 30 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2509 ***********************************************************************
 KV2509  DESIGNATION -  L 302 PADH
 KV2509  PID         -  KV2509
 KV2509  STATE/COUNTY-  PA/CHESTER
 KV2509  USGS QUAD   -  DOWNINGTOWN (1983)
 KV2509
 KV2509                         *CURRENT SURVEY CONTROL
 KV2509  ___________________________________________________________________
 KV2509* NAD 83(1986)-  40 00 24.     (N)    075 42 47.     (W)     SCALED    
 KV2509* NAVD 88     -        73.021  (meters)     239.57   (feet)  ADJUSTED  
 KV2509  ___________________________________________________________________
 KV2509  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 KV2509  DYNAMIC HT  -          72.984 (meters)     239.45  (feet)  COMP
 KV2509  MODELED GRAV-     980,127.3   (mgal)                       NAVD 88
 KV2509
 KV2509  VERT ORDER  -  SECOND    CLASS 0
 KV2509
 KV2509.The horizontal coordinates were scaled from a topographic map and have
 KV2509.an estimated accuracy of +/- 6 seconds.
 KV2509
 KV2509.The orthometric height was determined by differential leveling
 KV2509.and adjusted by the National Geodetic Survey in June 1991..
 KV2509
 KV2509.The geoid height was determined by GEOID03.
 KV2509
 KV2509.The dynamic height is computed by dividing the NAVD 88
 KV2509.geopotential number by the normal gravity value computed on the
 KV2509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2509.degrees latitude (g = 980.6199 gals.).
 KV2509
 KV2509.The modeled gravity was interpolated from observed gravity values.
 KV2509
 KV2509;                    North         East    Units  Estimated Accuracy
 KV2509;SPC PA S     -    76,770.      773,910.      MT  (+/- 180 meters Scaled)
 KV2509
 KV2509                          SUPERSEDED SURVEY CONTROL
 KV2509
 KV2509  NGVD 29 (??/??/??)   73.298  (m)          240.48   (f) ADJUSTED    2 0
 KV2509
 KV2509.Superseded values are not recommended for survey control.
 KV2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2509.See file dsdata.txt to determine how the superseded data were derived.
 KV2509
 KV2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK391287(NAD 83)
 KV2509_MARKER: DD = SURVEY DISK
 KV2509_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2509_SP_SET: BRIDGE
 KV2509_STAMPING: L 302 1966
 KV2509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2509
 KV2509  HISTORY     - Date     Condition        Report By
 KV2509  HISTORY     - 1966     MONUMENTED       PADH
 KV2509  HISTORY     - 1966     GOOD             CGS
 KV2509  HISTORY     - 20000701 GOOD             PADT
 KV2509  HISTORY     - 20030329 GOOD             USPSQD
 KV2509
 KV2509                          STATION DESCRIPTION
 KV2509
 KV2509'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2509'AT DOWNINGTOWN.
 KV2509'AT DOWNINGTON, 0.4 MILE NORTHWEST OF THE JUNCTION OF U.S.
 KV2509'HIGHWAYS 322 AND 30 IN DOWNINGTOWN, 0.6 MILE SOUTHEAST OF THE
 KV2509'JUNCTION OF U.S. HIGHWAYS 322 AND 30 (EXPRESSWAY), 26.4 FEET
 KV2509'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 322, SET IN THE TOP OF
 KV2509'THE NORTHEAST WINGWALL OF A BRIDGE AND IS ABOUT LEVEL WITH THE
 KV2509'HIGHWAY.
 KV2509
 KV2509                          STATION RECOVERY (2000)
 KV2509
 KV2509'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 KV2509'RECOVERED IN GOOD CONDITION.
 KV2509
 KV2509                          STATION RECOVERY (2003)
 KV2509
 KV2509'RECOVERY NOTE BY US POWER SQUADRON 2003 (MWE)
 KV2509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JU1722 ***********************************************************************
 JU1722  DESIGNATION -  L 303
 JU1722  PID         -  JU1722
 JU1722  STATE/COUNTY-  PA/CHESTER
 JU1722  USGS QUAD   -  PARKESBURG (1992)
 JU1722
 JU1722                         *CURRENT SURVEY CONTROL
 JU1722  ___________________________________________________________________
 JU1722* NAD 83(1986)-  39 58 27.     (N)    075 55 20.     (W)     SCALED    
 JU1722* NAVD 88     -       193.893  (meters)     636.13   (feet)  ADJUSTED  
 JU1722  ___________________________________________________________________
 JU1722  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 JU1722  DYNAMIC HT  -         193.794 (meters)     635.81  (feet)  COMP
 JU1722  MODELED GRAV-     980,111.1   (mgal)                       NAVD 88
 JU1722
 JU1722  VERT ORDER  -  SECOND    CLASS 0
 JU1722
 JU1722.The horizontal coordinates were scaled from a topographic map and have
 JU1722.an estimated accuracy of +/- 6 seconds.
 JU1722
 JU1722.The orthometric height was determined by differential leveling
 JU1722.and adjusted by the National Geodetic Survey in June 1991..
 JU1722
 JU1722.The geoid height was determined by GEOID03.
 JU1722
 JU1722.The dynamic height is computed by dividing the NAVD 88
 JU1722.geopotential number by the normal gravity value computed on the
 JU1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1722.degrees latitude (g = 980.6199 gals.).
 JU1722
 JU1722.The modeled gravity was interpolated from observed gravity values.
 JU1722
 JU1722;                    North         East    Units  Estimated Accuracy
 JU1722;SPC PA S     -    72,770.      756,130.      MT  (+/- 180 meters Scaled)
 JU1722
 JU1722                          SUPERSEDED SURVEY CONTROL
 JU1722
 JU1722  NGVD 29 (??/??/??)  194.170  (m)          637.04   (f) ADJUSTED    2 0
 JU1722
 JU1722.Superseded values are not recommended for survey control.
 JU1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1722.See file dsdata.txt to determine how the superseded data were derived.
 JU1722
 JU1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK212252(NAD 83)
 JU1722_MARKER: DB = BENCH MARK DISK
 JU1722_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1722_SP_SET: CULVERT
 JU1722_STAMPING: L 303 1966
 JU1722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1722
 JU1722  HISTORY     - Date     Condition        Report By
 JU1722  HISTORY     - 1966     MONUMENTED       CGS
 JU1722  HISTORY     - 20000311 GOOD             USPSQD
 JU1722  HISTORY     - 20060924 MARK NOT FOUND   GEOCAC
 JU1722
 JU1722                          STATION DESCRIPTION
 JU1722
 JU1722'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 JU1722'1.2 MI N FROM PARKESBURG.
 JU1722'1.2 MILES NORTH ALONG STATE HIGHWAY 10 FROM ITS JUNCTION WITH
 JU1722'STATE HIGHWAY 372 IN THE EAST EDGE OF PARKESBURG, SET IN THE
 JU1722'TOP OF THE NORTHEAST CORNER OF A HEADWALL OF A 3-PIPE CULVERT,
 JU1722'330 FEET NORTH OF THE NORTH CORNER OF A LARGE CHURCH, 34 FEET
 JU1722'NORTHWEST OF THE APPROXIMATE CENTER OF A DRIVEWAY, 24.5 FEET
 JU1722'SOUTHWEST OF THE CENTERLINE OF HIGHWAY AND IS ABOUT LEVEL WITH
 JU1722'THE HIGHWAY.
 JU1722
 JU1722                          STATION RECOVERY (2000)
 JU1722
 JU1722'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU1722'RECOVERED IN GOOD CONDITION.
 JU1722
 JU1722                          STATION RECOVERY (2006)
 JU1722
 JU1722'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 JU1722'3-PIPE CULVERT HAS BEEN REPLACED WITH A DRAIN. L 303 RESET 1986 IS ON
 JU1722'THE DRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0775 ***********************************************************************
 KW0775  DESIGNATION -  L 304 PADH
 KW0775  PID         -  KW0775
 KW0775  STATE/COUNTY-  PA/LANCASTER
 KW0775  USGS QUAD   -  LEOLA (1992)
 KW0775
 KW0775                         *CURRENT SURVEY CONTROL
 KW0775  ___________________________________________________________________
 KW0775* NAD 83(1986)-  40 01 55.     (N)    076 14 28.     (W)     SCALED    
 KW0775* NAVD 88     -       114.860  (meters)     376.84   (feet)  ADJUSTED  
 KW0775  ___________________________________________________________________
 KW0775  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 KW0775  DYNAMIC HT  -         114.802 (meters)     376.65  (feet)  COMP
 KW0775  MODELED GRAV-     980,113.0   (mgal)                       NAVD 88
 KW0775
 KW0775  VERT ORDER  -  SECOND    CLASS 0
 KW0775
 KW0775.The horizontal coordinates were scaled from a topographic map and have
 KW0775.an estimated accuracy of +/- 6 seconds.
 KW0775
 KW0775.The orthometric height was determined by differential leveling
 KW0775.and adjusted by the National Geodetic Survey in June 1991..
 KW0775
 KW0775.The geoid height was determined by GEOID03.
 KW0775
 KW0775.The dynamic height is computed by dividing the NAVD 88
 KW0775.geopotential number by the normal gravity value computed on the
 KW0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0775.degrees latitude (g = 980.6199 gals.).
 KW0775
 KW0775.The modeled gravity was interpolated from observed gravity values.
 KW0775
 KW0775;                    North         East    Units  Estimated Accuracy
 KW0775;SPC PA S     -    78,670.      728,780.      MT  (+/- 180 meters Scaled)
 KW0775
 KW0775                          SUPERSEDED SURVEY CONTROL
 KW0775
 KW0775  NGVD 29 (??/??/??)  115.127  (m)          377.71   (f) ADJUSTED    2 0
 KW0775
 KW0775.Superseded values are not recommended for survey control.
 KW0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0775.See file dsdata.txt to determine how the superseded data were derived.
 KW0775
 KW0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK941320(NAD 83)
 KW0775_MARKER: DD = SURVEY DISK
 KW0775_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0775_SP_SET: WINGWALL
 KW0775_STAMPING: L 304 1966
 KW0775_MARK LOGO: PADT  
 KW0775_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KW0775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0775_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0775+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1994
 KW0775
 KW0775  HISTORY     - Date     Condition        Report By
 KW0775  HISTORY     - 1966     MONUMENTED       PADT
 KW0775  HISTORY     - 1966     GOOD             CGS
 KW0775  HISTORY     - 19940225 GOOD             ADRGS
 KW0775
 KW0775                          STATION DESCRIPTION
 KW0775
 KW0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0775'2 MI E FROM LANCASTER.
 KW0775'AT THE STATE HIGHWAY 230, U.S. HIGHWAY 30 BY-PASS VIADUCT OVER
 KW0775'BUSINESS ROUTE OF U.S. HIGHWAY 30, 22 FEET WEST OF THE CENTERLINE
 KW0775'OF EAST BOUND LANE OF HIGHWAY, SET IN THE TOP OF THE NORTHWEST
 KW0775'WINGWALL OF VIADUCT AND IS LEVEL WITH THE HIGHWAY.
 KW0775
 KW0775                          STATION RECOVERY (1994)
 KW0775
 KW0775'RECOVERY NOTE BY ADR GEODETIC SERVICES 1994 (BAW)
 KW0775'RECOVERED AS DESCRIBED.  AN ECCENTRIC STATION WAS SET NEARBY FOR GPS
 KW0775'OCCUPATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB6504 ***********************************************************************
 AB6504  DESIGNATION -  L 304 PADH ECCENTRIC
 AB6504  PID         -  AB6504
 AB6504  STATE/COUNTY-  PA/LANCASTER
 AB6504  USGS QUAD   -  LEOLA (1992)
 AB6504
 AB6504                         *CURRENT SURVEY CONTROL
 AB6504  ___________________________________________________________________
 AB6504* NAD 83(1992)-  40 02 02.27342(N)    076 14 31.44382(W)     ADJUSTED  
 AB6504* NAVD 88     -       113.9    (meters)     374.     (feet)  GPS OBS   
 AB6504  ___________________________________________________________________
 AB6504  X           -   1,163,023.346 (meters)                     COMP
 AB6504  Y           -  -4,750,035.657 (meters)                     COMP
 AB6504  Z           -   4,080,925.194 (meters)                     COMP
 AB6504  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AB6504  ELLIP HEIGHT-          79.86  (meters)          (08/10/01) GPS OBS
 AB6504  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 AB6504
 AB6504  HORZ ORDER  -  FIRST
 AB6504  ELLP ORDER  -  FOURTH    CLASS II
 AB6504
 AB6504.The horizontal coordinates were established by GPS observations
 AB6504.and adjusted by the National Geodetic Survey in August 1996..
 AB6504
 AB6504.The orthometric height was determined by GPS observations and a
 AB6504.high-resolution geoid model.
 AB6504
 AB6504.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB6504
 AB6504.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB6504
 AB6504.The ellipsoidal height was determined by GPS observations
 AB6504.and is referenced to NAD 83.
 AB6504
 AB6504.The geoid height was determined by GEOID03.
 AB6504
 AB6504;                    North         East     Units Scale Factor Converg.
 AB6504;SPC PA S     -    78,893.136   728,696.248   MT  0.99998579   +0 58 42.0
 AB6504;SPC PA S     -   258,835.23  2,390,730.94   sFT  0.99998579   +0 58 42.0
 AB6504;UTM  18      - 4,432,265.907   394,028.570   MT  0.99973825   -0 47 56.5
 AB6504
 AB6504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6504!SPC PA S     -   0.99998747  x   0.99998579  =   0.99997326
 AB6504!UTM  18      -   0.99998747  x   0.99973825  =   0.99972573
 AB6504
 AB6504                          SUPERSEDED SURVEY CONTROL
 AB6504
 AB6504  ELLIP H (08/26/96)   79.82   (m)                       GP(       ) 4 1
 AB6504
 AB6504.Superseded values are not recommended for survey control.
 AB6504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6504.See file dsdata.txt to determine how the superseded data were derived.
 AB6504
 AB6504_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK9402932266(NAD 83)
 AB6504_MARKER: I = METAL ROD
 AB6504_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 AB6504_MAGNETIC: I = MARKER IS A STEEL ROD
 AB6504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB6504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6504+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB6504
 AB6504  HISTORY     - Date     Condition        Report By
 AB6504  HISTORY     - 1994     MONUMENTED       ADRGS
 AB6504
 AB6504                          STATION DESCRIPTION
 AB6504
 AB6504'DESCRIBED BY ADR GEODETIC SERVICES 1994 (BAW)
 AB6504'THIS STATION WAS SET AS AN ECCENTRIC TO BENCHMARK L 304 PADH.  THE
 AB6504'STATION IS A REBAR WITH ALUMINUM CAP SET IN THE MEDIAN OF US ROUTE 30
 AB6504'JUST NORTH OF THE LOCATION OF L 304 PADH.  THE STATION IS 121.6 FT
 AB6504'(37.1 M) NORTH OF THE CENTER OF THE WESTERLY LEG OF A BILLBOARD, 47.2
 AB6504'FT (14.4 M) EAST OF THE CENTERLINE OF EASTBOUND US ROUTE 30, AND 72.7
 AB6504'FT (22.2 M) SOUTHEAST OF THE CENTER OF THE EASTERLY LEG OF A BRIDGE
 AB6504'FREEZES SIGN.  THE STATION IS ON A PERCHED CROWNVETCH ISLAND, AT
 AB6504'APPROXIMATE STATION 225+23.  TO REACH THE STATION, SEE THE DESCRIPTION
 AB6504'FOR L 304 PADH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0788 ***********************************************************************
 KW0788  DESIGNATION -  L 305 PADH
 KW0788  PID         -  KW0788
 KW0788  STATE/COUNTY-  PA/LANCASTER
 KW0788  USGS QUAD   -  LANCASTER (1995)
 KW0788
 KW0788                         *CURRENT SURVEY CONTROL
 KW0788  ___________________________________________________________________
 KW0788* NAD 83(1986)-  40 04 13.     (N)    076 19 00.     (W)     SCALED    
 KW0788* NAVD 88     -       108.765  (meters)     356.84   (feet)  ADJUSTED  
 KW0788  ___________________________________________________________________
 KW0788  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 KW0788  DYNAMIC HT  -         108.709 (meters)     356.66  (feet)  COMP
 KW0788  MODELED GRAV-     980,111.5   (mgal)                       NAVD 88
 KW0788
 KW0788  VERT ORDER  -  SECOND    CLASS 0
 KW0788
 KW0788.The horizontal coordinates were scaled from a topographic map and have
 KW0788.an estimated accuracy of +/- 6 seconds.
 KW0788
 KW0788.The orthometric height was determined by differential leveling
 KW0788.and adjusted by the National Geodetic Survey in June 1991..
 KW0788
 KW0788.The geoid height was determined by GEOID03.
 KW0788
 KW0788.The dynamic height is computed by dividing the NAVD 88
 KW0788.geopotential number by the normal gravity value computed on the
 KW0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0788.degrees latitude (g = 980.6199 gals.).
 KW0788
 KW0788.The modeled gravity was interpolated from observed gravity values.
 KW0788
 KW0788;                    North         East    Units  Estimated Accuracy
 KW0788;SPC PA S     -    82,820.      722,270.      MT  (+/- 180 meters Scaled)
 KW0788
 KW0788                          SUPERSEDED SURVEY CONTROL
 KW0788
 KW0788  NGVD 29 (??/??/??)  109.024  (m)          357.69   (f) ADJUSTED    2 0
 KW0788
 KW0788.Superseded values are not recommended for survey control.
 KW0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0788.See file dsdata.txt to determine how the superseded data were derived.
 KW0788
 KW0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK877363(NAD 83)
 KW0788_MARKER: DD = SURVEY DISK
 KW0788_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0788_SP_SET: BRIDGE
 KW0788_STAMPING: L 305 1966
 KW0788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0788
 KW0788  HISTORY     - Date     Condition        Report By
 KW0788  HISTORY     - 1966     MONUMENTED       PADH
 KW0788  HISTORY     - 1966     GOOD             CGS
 KW0788  HISTORY     - 19950408 GOOD             USPSQD
 KW0788  HISTORY     - 20040327 MARK NOT FOUND   PADT
 KW0788
 KW0788                          STATION DESCRIPTION
 KW0788
 KW0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0788'7.2 MI NW FROM LANCASTER.
 KW0788'ABOUT 5.2 MILES NORTHWEST ALONG U.S. HIGHWAY 30 BY-PASS AND STATE
 KW0788'HIGHWAY 230 FROM ITS JUNCTION WITH U.S. HIGHWAY 30, BUSINESS
 KW0788'ROUTE, WHICH IS ABOUT 2.0 MILES EAST OF LANCASTER, SET IN THE
 KW0788'TOP OF THE SOUTHWEST WINGWALL OF A BRIDGE OVER A BLACK TOP ROAD,
 KW0788'25 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND LANE OF
 KW0788'HIGHWAY AND IS ABOUT LEVEL WITH THE HIGHWAY.
 KW0788
 KW0788                          STATION RECOVERY (1995)
 KW0788
 KW0788'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW0788'RECOVERED IN GOOD CONDITION.
 KW0788
 KW0788                          STATION RECOVERY (2004)
 KW0788
 KW0788'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (SMM)
 KW0788'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2014 ***********************************************************************
 KW2014  DESIGNATION -  L 306
 KW2014  PID         -  KW2014
 KW2014  STATE/COUNTY-  PA/YORK
 KW2014  USGS QUAD   -  DILLSBURG (1984)
 KW2014
 KW2014                         *CURRENT SURVEY CONTROL
 KW2014  ___________________________________________________________________
 KW2014* NAD 83(1986)-  40 02 28.     (N)    077 04 31.     (W)     SCALED    
 KW2014* NAVD 88     -       169.227  (meters)     555.21   (feet)  ADJUSTED  
 KW2014  ___________________________________________________________________
 KW2014  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 KW2014  DYNAMIC HT  -         169.139 (meters)     554.92  (feet)  COMP
 KW2014  MODELED GRAV-     980,102.8   (mgal)                       NAVD 88
 KW2014
 KW2014  VERT ORDER  -  SECOND    CLASS 0
 KW2014
 KW2014.The horizontal coordinates were scaled from a topographic map and have
 KW2014.an estimated accuracy of +/- 6 seconds.
 KW2014
 KW2014.The orthometric height was determined by differential leveling
 KW2014.and adjusted by the National Geodetic Survey in June 1991..
 KW2014
 KW2014.The geoid height was determined by GEOID03.
 KW2014
 KW2014.The dynamic height is computed by dividing the NAVD 88
 KW2014.geopotential number by the normal gravity value computed on the
 KW2014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2014.degrees latitude (g = 980.6199 gals.).
 KW2014
 KW2014.The modeled gravity was interpolated from observed gravity values.
 KW2014
 KW2014;                    North         East    Units  Estimated Accuracy
 KW2014;SPC PA S     -    78,810.      657,580.      MT  (+/- 180 meters Scaled)
 KW2014
 KW2014                          SUPERSEDED SURVEY CONTROL
 KW2014
 KW2014  NGVD 29 (??/??/??)  169.424  (m)          555.85   (f) ADJUSTED    2 0
 KW2014
 KW2014.Superseded values are not recommended for survey control.
 KW2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2014.See file dsdata.txt to determine how the superseded data were derived.
 KW2014
 KW2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK229343(NAD 83)
 KW2014_MARKER: DB = BENCH MARK DISK
 KW2014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2014_SP_SET: CATCH BASIN
 KW2014_STAMPING: L 306 1966
 KW2014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2014
 KW2014  HISTORY     - Date     Condition        Report By
 KW2014  HISTORY     - 1966     MONUMENTED       CGS
 KW2014  HISTORY     - 19990321 MARK NOT FOUND   USPSQD
 KW2014
 KW2014                          STATION DESCRIPTION
 KW2014
 KW2014'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2014'3.3 MI NE FROM YORK SPRINGS.
 KW2014'ABOUT 3.3 MILES NORTHEAST ALONG U.S. HIGHWAY 15 FROM ITS
 KW2014'JUNCTION WITH STATE HIGHWAY 94 AT THE EAST EDGE OF YORK SPRINGS,
 KW2014'27 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF
 KW2014'HIGHWAY, 1.0 FOOT NORTH OF SOUTHEAST CORNER OF BACKWALL, SET IN
 KW2014'THE TOP OF THE BACKWALL OF A CATCH BASIN AND IS ABOUT 2 FEET
 KW2014'BELOW THE LEVEL OF THE HIGHWAY.
 KW2014
 KW2014                          STATION RECOVERY (1999)
 KW2014
 KW2014'RECOVERY NOTE BY US POWER SQUADRON 1999
 KW2014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1434 ***********************************************************************
 KW1434  DESIGNATION -  L 307
 KW1434  PID         -  KW1434
 KW1434  STATE/COUNTY-  PA/SNYDER
 KW1434  USGS QUAD   -  DALMATIA (1969)
 KW1434
 KW1434                         *CURRENT SURVEY CONTROL
 KW1434  ___________________________________________________________________
 KW1434* NAD 83(1986)-  40 39 36.     (N)    076 55 06.     (W)     SCALED    
 KW1434* NAVD 88     -       125.968  (meters)     413.28   (feet)  ADJUSTED  
 KW1434  ___________________________________________________________________
 KW1434  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 KW1434  DYNAMIC HT  -         125.909 (meters)     413.09  (feet)  COMP
 KW1434  MODELED GRAV-     980,156.8   (mgal)                       NAVD 88
 KW1434
 KW1434  VERT ORDER  -  FIRST     CLASS II
 KW1434
 KW1434.The horizontal coordinates were scaled from a topographic map and have
 KW1434.an estimated accuracy of +/- 6 seconds.
 KW1434
 KW1434.The orthometric height was determined by differential leveling
 KW1434.and adjusted by the National Geodetic Survey in June 1991..
 KW1434
 KW1434.The geoid height was determined by GEOID03.
 KW1434
 KW1434.The dynamic height is computed by dividing the NAVD 88
 KW1434.geopotential number by the normal gravity value computed on the
 KW1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1434.degrees latitude (g = 980.6199 gals.).
 KW1434
 KW1434.The modeled gravity was interpolated from observed gravity values.
 KW1434
 KW1434;                    North         East    Units  Estimated Accuracy
 KW1434;SPC PA S     -   147,640.      670,330.      MT  (+/- 180 meters Scaled)
 KW1434
 KW1434                          SUPERSEDED SURVEY CONTROL
 KW1434
 KW1434  NGVD 29 (??/??/??)  126.198  (m)          414.03   (f) ADJUSTED    1 2
 KW1434
 KW1434.Superseded values are not recommended for survey control.
 KW1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1434.See file dsdata.txt to determine how the superseded data were derived.
 KW1434
 KW1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL378027(NAD 83)
 KW1434_MARKER: DB = BENCH MARK DISK
 KW1434_SETTING: 80 = SET IN A BOULDER
 KW1434_SP_SET: BOULDER
 KW1434_STAMPING: L 307 1966
 KW1434_MARK LOGO: CGS   
 KW1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1434+STABILITY: SURFACE MOTION
 KW1434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW1434+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2006
 KW1434
 KW1434  HISTORY     - Date     Condition        Report By
 KW1434  HISTORY     - 1966     MONUMENTED       CGS
 KW1434  HISTORY     - 1983     GOOD             NGS
 KW1434  HISTORY     - 20060713 GOOD             GEOCAC
 KW1434
 KW1434                          STATION DESCRIPTION
 KW1434
 KW1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1434'7.4 MI N FROM LIVERPOOL.
 KW1434'7.4 MILES NORTH ALONG U.S. HIGHWAY 11 AND 15 FROM THE POST OFFICE
 KW1434'IN LIVERPOOL, 120 FEET EAST OF THE APPROXIMATE CENTER OF THE
 KW1434'HIGHWAY, 55.4 FEET NORTH OF A WATER PUMP, 15.3 FEET SOUTH OF
 KW1434'THE EAST END OF A PIPE CULVERT, SET IN THE TOP OF A LARGE
 KW1434'BOULDER, 18 FEET BY 7 FEET PROJECTING 4 FEET, 3.3 FEET WEST OF
 KW1434'THE EAST END, 2.0 FEET SOUTH OF THE NORTH END, NEAR THE NORTH
 KW1434'END OF A ROADSIDE PARK, AND IS ABOUT 3 FEET BELOW THE LEVEL OF
 KW1434'THE HIGHWAY.
 KW1434
 KW1434                          STATION RECOVERY (1983)
 KW1434
 KW1434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KW1434'RECOVERED IN GOOD CONDITION.
 KW1434
 KW1434                          STATION RECOVERY (2006)
 KW1434
 KW1434'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 KW1434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1853 ***********************************************************************
 KW1853  DESIGNATION -  L 308
 KW1853  PID         -  KW1853
 KW1853  STATE/COUNTY-  PA/PERRY
 KW1853  USGS QUAD   -  DUNCANNON (1984)
 KW1853
 KW1853                         *CURRENT SURVEY CONTROL
 KW1853  ___________________________________________________________________
 KW1853* NAD 83(1986)-  40 29 40.     (N)    077 05 07.     (W)     SCALED    
 KW1853* NAVD 88     -       160.956  (meters)     528.07   (feet)  ADJUSTED  
 KW1853  ___________________________________________________________________
 KW1853  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 KW1853  DYNAMIC HT  -         160.879 (meters)     527.82  (feet)  COMP
 KW1853  MODELED GRAV-     980,143.6   (mgal)                       NAVD 88
 KW1853
 KW1853  VERT ORDER  -  SECOND    CLASS 0
 KW1853
 KW1853.The horizontal coordinates were scaled from a topographic map and have
 KW1853.an estimated accuracy of +/- 6 seconds.
 KW1853
 KW1853.The orthometric height was determined by differential leveling
 KW1853.and adjusted by the National Geodetic Survey in June 1991..
 KW1853
 KW1853.The geoid height was determined by GEOID03.
 KW1853
 KW1853.The dynamic height is computed by dividing the NAVD 88
 KW1853.geopotential number by the normal gravity value computed on the
 KW1853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1853.degrees latitude (g = 980.6199 gals.).
 KW1853
 KW1853.The modeled gravity was interpolated from observed gravity values.
 KW1853
 KW1853;                    North         East    Units  Estimated Accuracy
 KW1853;SPC PA S     -   129,140.      656,350.      MT  (+/- 180 meters Scaled)
 KW1853
 KW1853                          SUPERSEDED SURVEY CONTROL
 KW1853
 KW1853  NGVD 29 (??/??/??)  161.184  (m)          528.82   (f) ADJUSTED    2 0
 KW1853
 KW1853.Superseded values are not recommended for survey control.
 KW1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1853.See file dsdata.txt to determine how the superseded data were derived.
 KW1853
 KW1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK232847(NAD 83)
 KW1853_MARKER: DB = BENCH MARK DISK
 KW1853_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1853_SP_SET: CATCH BASIN
 KW1853_STAMPING: L 308 1966
 KW1853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1853
 KW1853  HISTORY     - Date     Condition        Report By
 KW1853  HISTORY     - 1966     MONUMENTED       CGS
 KW1853  HISTORY     - 1977     GOOD             NGS
 KW1853  HISTORY     - 20040913 MARK NOT FOUND   GEOCAC
 KW1853
 KW1853                          STATION DESCRIPTION
 KW1853
 KW1853'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1853'1.2 MI SE FROM NEWPORT.
 KW1853'ABOUT 1.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 22 AND 322 FROM ITS
 KW1853'JUNCTION WITH STATE HIGHWAY 34, WHICH IS ABOUT 1 MILE EAST OF
 KW1853'NEWPORT, 35 FEET NORTH OF THE WEST BOUND LANE OF HIGHWAY, SET IN
 KW1853'THE TOP OF THE APPROXIMATE CENTER OF BACKWALL OF A CATCH BASIN
 KW1853'AND IS ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
 KW1853
 KW1853                          STATION RECOVERY (1977)
 KW1853
 KW1853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KW1853'RECOVERED IN GOOD CONDITION.
 KW1853
 KW1853                          STATION RECOVERY (2004)
 KW1853
 KW1853'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1853'CATCH BASIN HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1751 ***********************************************************************
 KW1751  DESIGNATION -  L 309
 KW1751  PID         -  KW1751
 KW1751  STATE/COUNTY-  PA/JUNIATA
 KW1751  USGS QUAD   -  MEXICO (1979)
 KW1751
 KW1751                         *CURRENT SURVEY CONTROL
 KW1751  ___________________________________________________________________
 KW1751* NAD 83(1986)-  40 32 11.     (N)    077 20 21.     (W)     SCALED    
 KW1751* NAVD 88     -       140.056  (meters)     459.50   (feet)  ADJUSTED  
 KW1751  ___________________________________________________________________
 KW1751  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KW1751  DYNAMIC HT  -         139.989 (meters)     459.28  (feet)  COMP
 KW1751  MODELED GRAV-     980,148.5   (mgal)                       NAVD 88
 KW1751
 KW1751  VERT ORDER  -  SECOND    CLASS 0
 KW1751
 KW1751.The horizontal coordinates were scaled from a topographic map and have
 KW1751.an estimated accuracy of +/- 6 seconds.
 KW1751
 KW1751.The orthometric height was determined by differential leveling
 KW1751.and adjusted by the National Geodetic Survey in June 1991..
 KW1751
 KW1751.The geoid height was determined by GEOID03.
 KW1751
 KW1751.The dynamic height is computed by dividing the NAVD 88
 KW1751.geopotential number by the normal gravity value computed on the
 KW1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1751.degrees latitude (g = 980.6199 gals.).
 KW1751
 KW1751.The modeled gravity was interpolated from observed gravity values.
 KW1751
 KW1751;                    North         East    Units  Estimated Accuracy
 KW1751;SPC PA S     -   133,660.      634,810.      MT  (+/- 180 meters Scaled)
 KW1751
 KW1751                          SUPERSEDED SURVEY CONTROL
 KW1751
 KW1751  NGVD 29 (??/??/??)  140.270  (m)          460.20   (f) ADJUSTED    2 0
 KW1751
 KW1751.Superseded values are not recommended for survey control.
 KW1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1751.See file dsdata.txt to determine how the superseded data were derived.
 KW1751
 KW1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK018899(NAD 83)
 KW1751_MARKER: DB = BENCH MARK DISK
 KW1751_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1751_SP_SET: CULVERT
 KW1751_STAMPING: L 309 1966
 KW1751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1751
 KW1751  HISTORY     - Date     Condition        Report By
 KW1751  HISTORY     - 1966     MONUMENTED       CGS
 KW1751  HISTORY     - 1968     GOOD             CGS
 KW1751
 KW1751                          STATION DESCRIPTION
 KW1751
 KW1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1751'0.8 MI SE FROM MEXICO.
 KW1751'0.8 MILE SOUTHEAST ALONG U.S. HIGHWAY 22 AND 322 FROM THE
 KW1751'POST OFFICE IN MEXICO, SET IN THE TOP OF THE NORTH HEADWALL
 KW1751'OF A CONCRETE CULVERT, 16 FEET NORTH OF THE CENTERLINE OF
 KW1751'HIGHWAY, 2.2 FEET EAST OF THE WEST END OF HEADWALL, AND IS
 KW1751'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 KW1751
 KW1751                          STATION RECOVERY (1968)
 KW1751
 KW1751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 KW1751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1781 ***********************************************************************
 KW1781  DESIGNATION -  L 310
 KW1781  PID         -  KW1781
 KW1781  STATE/COUNTY-  PA/MIFFLIN
 KW1781  USGS QUAD   -  MC CLURE (1978)
 KW1781
 KW1781                         *CURRENT SURVEY CONTROL
 KW1781  ___________________________________________________________________
 KW1781* NAD 83(1986)-  40 42 01.     (N)    077 20 38.     (W)     SCALED    
 KW1781* NAVD 88     -       229.823  (meters)     754.01   (feet)  ADJUSTED  
 KW1781  ___________________________________________________________________
 KW1781  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 KW1781  DYNAMIC HT  -         229.715 (meters)     753.66  (feet)  COMP
 KW1781  MODELED GRAV-     980,145.1   (mgal)                       NAVD 88
 KW1781
 KW1781  VERT ORDER  -  SECOND    CLASS 0
 KW1781
 KW1781.The horizontal coordinates were scaled from a topographic map and have
 KW1781.an estimated accuracy of +/- 6 seconds.
 KW1781
 KW1781.The orthometric height was determined by differential leveling
 KW1781.and adjusted by the National Geodetic Survey in June 1991..
 KW1781
 KW1781.The geoid height was determined by GEOID03.
 KW1781
 KW1781.The dynamic height is computed by dividing the NAVD 88
 KW1781.geopotential number by the normal gravity value computed on the
 KW1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1781.degrees latitude (g = 980.6199 gals.).
 KW1781
 KW1781.The modeled gravity was interpolated from observed gravity values.
 KW1781
 KW1781;                    North         East    Units  Estimated Accuracy
 KW1781;SPC PA S     -   151,860.      634,320.      MT  (+/- 180 meters Scaled)
 KW1781
 KW1781                          SUPERSEDED SURVEY CONTROL
 KW1781
 KW1781  NGVD 29 (??/??/??)  230.041  (m)          754.73   (f) ADJUSTED    2 0
 KW1781
 KW1781.Superseded values are not recommended for survey control.
 KW1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1781.See file dsdata.txt to determine how the superseded data were derived.
 KW1781
 KW1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL019081(NAD 83)
 KW1781_MARKER: DB = BENCH MARK DISK
 KW1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1781_STAMPING: L 310 1966
 KW1781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1781+STABILITY: SURFACE MOTION
 KW1781
 KW1781  HISTORY     - Date     Condition        Report By
 KW1781  HISTORY     - 1966     MONUMENTED       CGS
 KW1781
 KW1781                          STATION DESCRIPTION
 KW1781
 KW1781'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1781'1.6 MI SW FROM MC CLURE.
 KW1781'1.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 522 FROM ITS JUNCTION
 KW1781'WITH MAIN STREET IN MC CLURE, 228 FEET NORTH OF THE CENTERLINE
 KW1781'OF HIGHWAY, 38 FEET SOUTHEAST OF POLE NO 2, 46 FEET SOUTHWEST
 KW1781'OF THE MIFFLIN-SNYDER COUNTY LINE MARKER, 12 FEET WEST OF THE
 KW1781'APPROXIMATE CENTER OF A BLACKTOP ROAD, SET IN THE TOP OF A
 KW1781'CONCRETE POST PROJECTING 3-INCHES, 4.5 FEET SOUTH OF A METAL
 KW1781'WITNESS SIGN AND IS ABOUT 8 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2265 ***********************************************************************
 KW2265  DESIGNATION -  L 311 PADH
 KW2265  PID         -  KW2265
 KW2265  STATE/COUNTY-  PA/MIFFLIN
 KW2265  USGS QUAD   -  NEWTON HAMILTON (1971)
 KW2265
 KW2265                         *CURRENT SURVEY CONTROL
 KW2265  ___________________________________________________________________
 KW2265* NAD 83(1986)-  40 25 53.     (N)    077 51 02.     (W)     SCALED    
 KW2265* NAVD 88     -       203.542  (meters)     667.79   (feet)  ADJUSTED  
 KW2265  ___________________________________________________________________
 KW2265  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KW2265  DYNAMIC HT  -         203.438 (meters)     667.45  (feet)  COMP
 KW2265  MODELED GRAV-     980,106.2   (mgal)                       NAVD 88
 KW2265
 KW2265  VERT ORDER  -  SECOND    CLASS 0
 KW2265
 KW2265.The horizontal coordinates were scaled from a topographic map and have
 KW2265.an estimated accuracy of +/- 6 seconds.
 KW2265
 KW2265.The orthometric height was determined by differential leveling
 KW2265.and adjusted by the National Geodetic Survey in June 1991..
 KW2265
 KW2265.The geoid height was determined by GEOID03.
 KW2265
 KW2265.The dynamic height is computed by dividing the NAVD 88
 KW2265.geopotential number by the normal gravity value computed on the
 KW2265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2265.degrees latitude (g = 980.6199 gals.).
 KW2265
 KW2265.The modeled gravity was interpolated from observed gravity values.
 KW2265
 KW2265;                    North         East    Units  Estimated Accuracy
 KW2265;SPC PA S     -   121,930.      591,470.      MT  (+/- 180 meters Scaled)
 KW2265
 KW2265                          SUPERSEDED SURVEY CONTROL
 KW2265
 KW2265  NGVD 29 (??/??/??)  203.741  (m)          668.44   (f) ADJUSTED    2 0
 KW2265
 KW2265.Superseded values are not recommended for survey control.
 KW2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2265.See file dsdata.txt to determine how the superseded data were derived.
 KW2265
 KW2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK582795(NAD 83)
 KW2265_MARKER: DD = SURVEY DISK
 KW2265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2265_SP_SET: CULVERT
 KW2265_STAMPING: L 311 1966
 KW2265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2265
 KW2265  HISTORY     - Date     Condition        Report By
 KW2265  HISTORY     - 1966     MONUMENTED       PADH
 KW2265  HISTORY     - 1967     GOOD             CGS
 KW2265
 KW2265                          STATION DESCRIPTION
 KW2265
 KW2265'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KW2265'3.3 MI NE FROM MT UNION.
 KW2265'3.3 MILES NORTHEAST ALONG U.S. HIGHWAY 22 AND 522 FROM THE
 KW2265'JUNCTION OF U.S. HIGHWAY 22 AND 522 SOUTH IN MT. UNION, SET
 KW2265'IN THE TOP OF THE SOUTHWEST WINGWALL OF A LARGE BOX CULVERT,
 KW2265'28 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY AND IS ABOUT 3
 KW2265'FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0368 ***********************************************************************
 KX0368  DESIGNATION -  L 312
 KX0368  PID         -  KX0368
 KX0368  STATE/COUNTY-  PA/BLAIR
 KX0368  USGS QUAD   -  FRANKSTOWN (1994)
 KX0368
 KX0368                         *CURRENT SURVEY CONTROL
 KX0368  ___________________________________________________________________
 KX0368* NAD 83(1986)-  40 26 41.     (N)    078 21 15.     (W)     SCALED    
 KX0368* NAVD 88     -       282.431  (meters)     926.61   (feet)  ADJUSTED  
 KX0368  ___________________________________________________________________
 KX0368  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 KX0368  DYNAMIC HT  -         282.283 (meters)     926.12  (feet)  COMP
 KX0368  MODELED GRAV-     980,094.7   (mgal)                       NAVD 88
 KX0368
 KX0368  VERT ORDER  -  SECOND    CLASS 0
 KX0368
 KX0368.The horizontal coordinates were scaled from a topographic map and have
 KX0368.an estimated accuracy of +/- 6 seconds.
 KX0368
 KX0368.The orthometric height was determined by differential leveling
 KX0368.and adjusted by the National Geodetic Survey in June 1991..
 KX0368
 KX0368.The geoid height was determined by GEOID03.
 KX0368
 KX0368.The dynamic height is computed by dividing the NAVD 88
 KX0368.geopotential number by the normal gravity value computed on the
 KX0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0368.degrees latitude (g = 980.6199 gals.).
 KX0368
 KX0368.The modeled gravity was interpolated from observed gravity values.
 KX0368
 KX0368;                    North         East    Units  Estimated Accuracy
 KX0368;SPC PA S     -   123,580.      548,750.      MT  (+/- 180 meters Scaled)
 KX0368
 KX0368                          SUPERSEDED SURVEY CONTROL
 KX0368
 KX0368  NGVD 29 (??/??/92)  282.601  (m)          927.17   (f) ADJ UNCH    2 0
 KX0368
 KX0368.Superseded values are not recommended for survey control.
 KX0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0368.See file dsdata.txt to determine how the superseded data were derived.
 KX0368
 KX0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE243804(NAD 83)
 KX0368_MARKER: DD = SURVEY DISK
 KX0368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0368_SP_SET: CULVERT
 KX0368_STAMPING: L 312 1966
 KX0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KX0368+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2001
 KX0368
 KX0368  HISTORY     - Date     Condition        Report By
 KX0368  HISTORY     - 1966     MONUMENTED       PADT
 KX0368  HISTORY     - 1967     GOOD             NGS
 KX0368  HISTORY     - 1973     GOOD             NGS
 KX0368  HISTORY     - 20010202 GOOD             PADT
 KX0368
 KX0368                          STATION DESCRIPTION
 KX0368
 KX0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0368'AT FRANKSTOWN.
 KX0368'AT FRANKSTOWN, 95 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 KX0368'22, 48 FEET EAST OF THE APPROXIMATE CENTER OF FRANKSTOWN ROAD,
 KX0368'2.5 FEET NORTH OF THE SOUTH END OF HEADWALL, SET IN THE TOP OF
 KX0368'THE EAST HEADWALL OF A LARGE BOX CULVERT AND IS ABOUT 2.0 FEET
 KX0368'BELOW THE LEVEL OF THE HIGHWAY.
 KX0368
 KX0368                          STATION RECOVERY (1973)
 KX0368
 KX0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KX0368'RECOVERED IN GOOD CONDITION.
 KX0368
 KX0368                          STATION RECOVERY (2001)
 KX0368
 KX0368'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (DGE)
 KX0368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0380 ***********************************************************************
 KX0380  DESIGNATION -  L 313
 KX0380  PID         -  KX0380
 KX0380  STATE/COUNTY-  PA/BLAIR
 KX0380  USGS QUAD   -  ROARING SPRING (1987)
 KX0380
 KX0380                         *CURRENT SURVEY CONTROL
 KX0380  ___________________________________________________________________
 KX0380* NAD 83(1986)-  40 16 11.     (N)    078 27 37.     (W)     SCALED    
 KX0380* NAVD 88     -       373.667  (meters)    1225.94   (feet)  ADJUSTED  
 KX0380  ___________________________________________________________________
 KX0380  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 KX0380  DYNAMIC HT  -         373.462 (meters)    1225.27  (feet)  COMP
 KX0380  MODELED GRAV-     980,066.2   (mgal)                       NAVD 88
 KX0380
 KX0380  VERT ORDER  -  SECOND    CLASS 0
 KX0380
 KX0380.The horizontal coordinates were scaled from a topographic map and have
 KX0380.an estimated accuracy of +/- 6 seconds.
 KX0380
 KX0380.The orthometric height was determined by differential leveling
 KX0380.and adjusted by the National Geodetic Survey in June 1991..
 KX0380
 KX0380.The geoid height was determined by GEOID03.
 KX0380
 KX0380.The dynamic height is computed by dividing the NAVD 88
 KX0380.geopotential number by the normal gravity value computed on the
 KX0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0380.degrees latitude (g = 980.6199 gals.).
 KX0380
 KX0380.The modeled gravity was interpolated from observed gravity values.
 KX0380
 KX0380;                    North         East    Units  Estimated Accuracy
 KX0380;SPC PA S     -   104,220.      539,590.      MT  (+/- 180 meters Scaled)
 KX0380
 KX0380                          SUPERSEDED SURVEY CONTROL
 KX0380
 KX0380  NGVD 29 (??/??/92)  373.815  (m)         1226.42   (f) ADJ UNCH    2 0
 KX0380
 KX0380.Superseded values are not recommended for survey control.
 KX0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0380.See file dsdata.txt to determine how the superseded data were derived.
 KX0380
 KX0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE159607(NAD 83)
 KX0380_MARKER: DD = SURVEY DISK
 KX0380_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0380_SP_SET: BRIDGE
 KX0380_STAMPING: L 313 1967
 KX0380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0380
 KX0380  HISTORY     - Date     Condition        Report By
 KX0380  HISTORY     - 1967     MONUMENTED       PADT
 KX0380  HISTORY     - 1967     GOOD             NGS
 KX0380
 KX0380                          STATION DESCRIPTION
 KX0380
 KX0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0380'8.7 MI S FROM NEWRY.
 KX0380'8.7 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE,
 KX0380'SET IN THE TOP OF THE SOUTHEAST WINGWALL OF A BRIDGE, 24.0
 KX0380'FEET EAST OF CENTERLINE OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW0507 ***********************************************************************
 JW0507  DESIGNATION -  L 314
 JW0507  PID         -  JW0507
 JW0507  STATE/COUNTY-  PA/BEDFORD
 JW0507  USGS QUAD   -  RAINSBURG (1977)
 JW0507
 JW0507                         *CURRENT SURVEY CONTROL
 JW0507  ___________________________________________________________________
 JW0507* NAD 83(1986)-  39 55 02.     (N)    078 35 26.     (W)     SCALED    
 JW0507* NAVD 88     -       405.562  (meters)    1330.58   (feet)  ADJUSTED  
 JW0507  ___________________________________________________________________
 JW0507  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 JW0507  DYNAMIC HT  -         405.329 (meters)    1329.82  (feet)  COMP
 JW0507  MODELED GRAV-     980,039.3   (mgal)                       NAVD 88
 JW0507
 JW0507  VERT ORDER  -  SECOND    CLASS 0
 JW0507
 JW0507.The horizontal coordinates were scaled from a topographic map and have
 JW0507.an estimated accuracy of +/- 6 seconds.
 JW0507
 JW0507.The orthometric height was determined by differential leveling
 JW0507.and adjusted by the National Geodetic Survey in June 1991..
 JW0507
 JW0507.The geoid height was determined by GEOID03.
 JW0507
 JW0507.The dynamic height is computed by dividing the NAVD 88
 JW0507.geopotential number by the normal gravity value computed on the
 JW0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW0507.degrees latitude (g = 980.6199 gals.).
 JW0507
 JW0507.The modeled gravity was interpolated from observed gravity values.
 JW0507
 JW0507;                    North         East    Units  Estimated Accuracy
 JW0507;SPC PA S     -    65,170.      528,140.      MT  (+/- 180 meters Scaled)
 JW0507
 JW0507                          SUPERSEDED SURVEY CONTROL
 JW0507
 JW0507  NGVD 29 (??/??/92)  405.731  (m)         1331.14   (f) ADJ UNCH    2 0
 JW0507
 JW0507.Superseded values are not recommended for survey control.
 JW0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JW0507.See file dsdata.txt to determine how the superseded data were derived.
 JW0507
 JW0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQE059213(NAD 83)
 JW0507_MARKER: DB = BENCH MARK DISK
 JW0507_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JW0507_SP_SET: CULVERT
 JW0507_STAMPING: L 314 1967
 JW0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JW0507
 JW0507  HISTORY     - Date     Condition        Report By
 JW0507  HISTORY     - 1967     MONUMENTED       CGS
 JW0507
 JW0507                          STATION DESCRIPTION
 JW0507
 JW0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JW0507'9.3 MI S FROM BEDFORD.
 JW0507'ABOUT 9.3 MILES SOUTH ALONG U.S. HIGHWAY 220 FROM THE JUNCTION
 JW0507'OF U.S. HIGHWAY 220 AND 30 (PITT STREET), SET IN THE TOP OF THE
 JW0507'V OF A L-SHAPE CONCRETE CULVERT, 25.0 FEET EAST OF THE CENTERLINE
 JW0507'OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0783 ***********************************************************************
 KX0783  DESIGNATION -  L 315
 KX0783  PID         -  KX0783
 KX0783  STATE/COUNTY-  PA/CAMBRIA
 KX0783  USGS QUAD   -  CARROLLTOWN (1972)
 KX0783
 KX0783                         *CURRENT SURVEY CONTROL
 KX0783  ___________________________________________________________________
 KX0783* NAD 83(1986)-  40 33 11.     (N)    078 43 02.     (W)     SCALED    
 KX0783* NAVD 88     -       592.087  (meters)    1942.54   (feet)  ADJUSTED  
 KX0783  ___________________________________________________________________
 KX0783  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KX0783  DYNAMIC HT  -         591.757 (meters)    1941.46  (feet)  COMP
 KX0783  MODELED GRAV-     980,048.7   (mgal)                       NAVD 88
 KX0783
 KX0783  VERT ORDER  -  SECOND    CLASS 0
 KX0783
 KX0783.The horizontal coordinates were scaled from a topographic map and have
 KX0783.an estimated accuracy of +/- 6 seconds.
 KX0783
 KX0783.The orthometric height was determined by differential leveling
 KX0783.and adjusted by the National Geodetic Survey in June 1991..
 KX0783
 KX0783.The geoid height was determined by GEOID03.
 KX0783
 KX0783.The dynamic height is computed by dividing the NAVD 88
 KX0783.geopotential number by the normal gravity value computed on the
 KX0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0783.degrees latitude (g = 980.6199 gals.).
 KX0783
 KX0783.The modeled gravity was interpolated from observed gravity values.
 KX0783
 KX0783;                    North         East    Units  Estimated Accuracy
 KX0783;SPC PA S     -   135,880.      518,080.      MT  (+/- 180 meters Scaled)
 KX0783
 KX0783                          SUPERSEDED SURVEY CONTROL
 KX0783
 KX0783  NGVD 29 (??/??/92)  592.236  (m)         1943.03   (f) ADJ UNCH    2 0
 KX0783
 KX0783.Superseded values are not recommended for survey control.
 KX0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0783.See file dsdata.txt to determine how the superseded data were derived.
 KX0783
 KX0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE932916(NAD 83)
 KX0783_MARKER: DB = BENCH MARK DISK
 KX0783_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0783_SP_SET: CATCH BASIN
 KX0783_STAMPING: L 315 1967
 KX0783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0783
 KX0783  HISTORY     - Date     Condition        Report By
 KX0783  HISTORY     - 1967     MONUMENTED       CGS
 KX0783
 KX0783                          STATION DESCRIPTION
 KX0783
 KX0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0783'4.1 MI S FROM CARROLLTOWN.
 KX0783'4.1 MILES SOUTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE IN
 KX0783'CARROLLTOWN, 4.5 MILES NORTH OF EBENSBURG, SET IN THE TOP OF THE
 KX0783'APPROXIMATE CENTER OF THE BACKWALL OF A CATCH BASIN, 24 FEET WEST
 KX0783'OF THE CENTERLINE OF HIGHWAY, 4.5 FEET SOUTH OF A METAL WITNESS
 KX0783'SIGN AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0574 ***********************************************************************
 KX0574  DESIGNATION -  L 316
 KX0574  PID         -  KX0574
 KX0574  STATE/COUNTY-  PA/CAMBRIA
 KX0574  USGS QUAD   -  GEISTOWN (1993)
 KX0574
 KX0574                         *CURRENT SURVEY CONTROL
 KX0574  ___________________________________________________________________
 KX0574* NAD 83(1986)-  40 16 48.     (N)    078 50 53.     (W)     SCALED    
 KX0574* NAVD 88     -       664.438  (meters)    2179.91   (feet)  ADJUSTED  
 KX0574  ___________________________________________________________________
 KX0574  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 KX0574  DYNAMIC HT  -         664.069 (meters)    2178.70  (feet)  COMP
 KX0574  MODELED GRAV-     980,046.7   (mgal)                       NAVD 88
 KX0574
 KX0574  VERT ORDER  -  SECOND    CLASS 0
 KX0574
 KX0574.The horizontal coordinates were scaled from a topographic map and have
 KX0574.an estimated accuracy of +/- 6 seconds.
 KX0574
 KX0574.The orthometric height was determined by differential leveling
 KX0574.and adjusted by the National Geodetic Survey in June 1991..
 KX0574
 KX0574.The geoid height was determined by GEOID03.
 KX0574
 KX0574.The dynamic height is computed by dividing the NAVD 88
 KX0574.geopotential number by the normal gravity value computed on the
 KX0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0574.degrees latitude (g = 980.6199 gals.).
 KX0574
 KX0574.The modeled gravity was interpolated from observed gravity values.
 KX0574
 KX0574;                    North         East    Units  Estimated Accuracy
 KX0574;SPC PA S     -   105,690.      506,620.      MT  (+/- 180 meters Scaled)
 KX0574
 KX0574                          SUPERSEDED SURVEY CONTROL
 KX0574
 KX0574  NGVD 29 (??/??/92)  664.593  (m)         2180.42   (f) ADJ UNCH    2 0
 KX0574
 KX0574.Superseded values are not recommended for survey control.
 KX0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0574.See file dsdata.txt to determine how the superseded data were derived.
 KX0574
 KX0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE829610(NAD 83)
 KX0574_MARKER: DD = SURVEY DISK
 KX0574_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0574_SP_SET: BRIDGE CURB
 KX0574_STAMPING: L 316 1967
 KX0574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0574
 KX0574  HISTORY     - Date     Condition        Report By
 KX0574  HISTORY     - 1967     MONUMENTED       PADT
 KX0574  HISTORY     - 1967     GOOD             NGS
 KX0574  HISTORY     - 20050511 MARK NOT FOUND   PADT
 KX0574
 KX0574                          STATION DESCRIPTION
 KX0574
 KX0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0574'0.8 MI N FROM GEISTOWN.
 KX0574'ABOUT 0.8 MILE NORTH ALONG U.S. HIGHWAY 219 FROM ITS JUNCTION
 KX0574'WITH STATE HIGHWAY 56 (EAST) IN GEISTOWN, SET IN THE TOP OF THE
 KX0574'SOUTH END OF THE EAST CURB OF A BRIDGE OVER STATE HIGHWAY 756,
 KX0574'21 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF
 KX0574'HIGHWAY, 1.0 FOOT NORTH OF THE SOUTH END OF CURB AND IS ABOUT 1
 KX0574'FOOT ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- U.S. HIGHWAY 219
 KX0574'IS NOW UNDER CONSTRUCTION AND WILL NOT BE CALLED U.S. HIGHWAY
 KX0574'219 UNTIL HIGHWAY IS COMPLETED.
 KX0574
 KX0574                          STATION RECOVERY (2005)
 KX0574
 KX0574'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (GL)
 KX0574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0755 ***********************************************************************
 KX0755  DESIGNATION -  L 317
 KX0755  PID         -  KX0755
 KX0755  STATE/COUNTY-  PA/CLEARFIELD
 KX0755  USGS QUAD   -  BURNSIDE (1994)
 KX0755
 KX0755                         *CURRENT SURVEY CONTROL
 KX0755  ___________________________________________________________________
 KX0755* NAD 83(1986)-  40 46 46.     (N)    078 46 37.     (W)     SCALED    
 KX0755* NAVD 88     -       408.103  (meters)    1338.92   (feet)  ADJUSTED  
 KX0755  ___________________________________________________________________
 KX0755  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 KX0755  DYNAMIC HT  -         407.881 (meters)    1338.19  (feet)  COMP
 KX0755  MODELED GRAV-     980,068.1   (mgal)                       NAVD 88
 KX0755
 KX0755  VERT ORDER  -  SECOND    CLASS 0
 KX0755
 KX0755.The horizontal coordinates were scaled from a topographic map and have
 KX0755.an estimated accuracy of +/- 6 seconds.
 KX0755
 KX0755.The orthometric height was determined by differential leveling
 KX0755.and adjusted by the National Geodetic Survey in June 1991..
 KX0755
 KX0755.The geoid height was determined by GEOID03.
 KX0755
 KX0755.The dynamic height is computed by dividing the NAVD 88
 KX0755.geopotential number by the normal gravity value computed on the
 KX0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0755.degrees latitude (g = 980.6199 gals.).
 KX0755
 KX0755.The modeled gravity was interpolated from observed gravity values.
 KX0755
 KX0755;                    North         East    Units  Estimated Accuracy
 KX0755;SPC PA N     -    68,570.      513,310.      MT  (+/- 180 meters Scaled)
 KX0755
 KX0755                          SUPERSEDED SURVEY CONTROL
 KX0755
 KX0755  NGVD 29 (??/??/92)  408.258  (m)         1339.43   (f) ADJ UNCH    2 0
 KX0755
 KX0755.Superseded values are not recommended for survey control.
 KX0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0755.See file dsdata.txt to determine how the superseded data were derived.
 KX0755
 KX0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF875166(NAD 83)
 KX0755_MARKER: DD = SURVEY DISK
 KX0755_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0755_SP_SET: BRIDGE
 KX0755_STAMPING: L 317 1967
 KX0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0755_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KX0755+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2003
 KX0755
 KX0755  HISTORY     - Date     Condition        Report By
 KX0755  HISTORY     - 1967     MONUMENTED       PADT
 KX0755  HISTORY     - 1967     GOOD             NGS
 KX0755  HISTORY     - 20030812 GOOD             PADT
 KX0755
 KX0755                          STATION DESCRIPTION
 KX0755
 KX0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0755'4.3 MI N FROM CHERRY TREE.
 KX0755'4.3 MILES NORTH ALONG U.S. HIGHWAY 219 FROM THE JUNCTION OF
 KX0755'U.S. HIGHWAY 219 AND STATE HIGHWAY 580 AT CHERRY TREE, ABOUT
 KX0755'2.6 MILES SOUTH ALONG U.S. HIGHWAY 219 FROM THE POST OFFICE
 KX0755'AT BURNSIDE, SET IN THE SOUTHEAST WINGWALL OF A BRIDGE, 16.0
 KX0755'FEET EAST OF THE CENTERLINE OF HIGHWAY, 1.3 FEET NORTHEAST OF
 KX0755'A WITNESS POST AND ABOUT LEVEL WITH HIGHWAY.
 KX0755
 KX0755                          STATION RECOVERY (2003)
 KX0755
 KX0755'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (LJM)
 KX0755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0565 ***********************************************************************
 MA0565  DESIGNATION -  L 318
 MA0565  PID         -  MA0565
 MA0565  STATE/COUNTY-  PA/CLEARFIELD
 MA0565  USGS QUAD   -  DU BOIS (1994)
 MA0565
 MA0565                         *CURRENT SURVEY CONTROL
 MA0565  ___________________________________________________________________
 MA0565* NAD 83(1986)-  41 02 13.     (N)    078 45 01.     (W)     SCALED    
 MA0565* NAVD 88     -       540.864  (meters)    1774.48   (feet)  ADJUSTED  
 MA0565  ___________________________________________________________________
 MA0565  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 MA0565  DYNAMIC HT  -         540.598 (meters)    1773.61  (feet)  COMP
 MA0565  MODELED GRAV-     980,114.5   (mgal)                       NAVD 88
 MA0565
 MA0565  VERT ORDER  -  SECOND    CLASS 0
 MA0565
 MA0565.The horizontal coordinates were scaled from a topographic map and have
 MA0565.an estimated accuracy of +/- 6 seconds.
 MA0565
 MA0565.The orthometric height was determined by differential leveling
 MA0565.and adjusted by the National Geodetic Survey in June 1991..
 MA0565
 MA0565.The geoid height was determined by GEOID03.
 MA0565
 MA0565.The dynamic height is computed by dividing the NAVD 88
 MA0565.geopotential number by the normal gravity value computed on the
 MA0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0565.degrees latitude (g = 980.6199 gals.).
 MA0565
 MA0565.The modeled gravity was interpolated from observed gravity values.
 MA0565
 MA0565;                    North         East    Units  Estimated Accuracy
 MA0565;SPC PA N     -    97,130.      515,890.      MT  (+/- 180 meters Scaled)
 MA0565
 MA0565                          SUPERSEDED SURVEY CONTROL
 MA0565
 MA0565  NGVD 29 (??/??/92)  541.016  (m)         1774.98   (f) ADJ UNCH    2 0
 MA0565
 MA0565.Superseded values are not recommended for survey control.
 MA0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0565.See file dsdata.txt to determine how the superseded data were derived.
 MA0565
 MA0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF891452(NAD 83)
 MA0565_MARKER: DB = BENCH MARK DISK
 MA0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0565_STAMPING: L 318 1967
 MA0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0565+STABILITY: SURFACE MOTION
 MA0565
 MA0565  HISTORY     - Date     Condition        Report By
 MA0565  HISTORY     - 1967     MONUMENTED       CGS
 MA0565
 MA0565                          STATION DESCRIPTION
 MA0565
 MA0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MA0565'2.2 MI NE FROM TROUTVILLE.
 MA0565'ABOUT 2.2 MILES NORTHEAST ALONG STATE HIGHWAY 410 FROM THE
 MA0565'MAIN CROSSROAD IN TROUTVILLE, 2.2 MILES SOUTHWEST OF LUTHERSBURG,
 MA0565'51 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 2.5 FEET EAST OF
 MA0565'TELEPHONE POLE NO. 58, 41 FEET NORTHWEST OF A PIPE CULVERT, SET
 MA0565'IN THE TOP OF A CONCRETE POST PROJECTING 1-INCH AND IS ABOUT
 MA0565'2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0912 ***********************************************************************
 KX0912  DESIGNATION -  L 319
 KX0912  PID         -  KX0912
 KX0912  STATE/COUNTY-  PA/INDIANA
 KX0912  USGS QUAD   -  BRUSH VALLEY (1981)
 KX0912
 KX0912                         *CURRENT SURVEY CONTROL
 KX0912  ___________________________________________________________________
 KX0912* NAD 83(1986)-  40 37 02.     (N)    079 07 06.     (W)     SCALED    
 KX0912* NAVD 88     -       380.788  (meters)    1249.30   (feet)  ADJUSTED  
 KX0912  ___________________________________________________________________
 KX0912  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KX0912  DYNAMIC HT  -         380.590 (meters)    1248.65  (feet)  COMP
 KX0912  MODELED GRAV-     980,093.1   (mgal)                       NAVD 88
 KX0912
 KX0912  VERT ORDER  -  SECOND    CLASS 0
 KX0912
 KX0912.The horizontal coordinates were scaled from a topographic map and have
 KX0912.an estimated accuracy of +/- 6 seconds.
 KX0912
 KX0912.The orthometric height was determined by differential leveling
 KX0912.and adjusted by the National Geodetic Survey in June 1991..
 KX0912
 KX0912.The geoid height was determined by GEOID03.
 KX0912
 KX0912.The dynamic height is computed by dividing the NAVD 88
 KX0912.geopotential number by the normal gravity value computed on the
 KX0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0912.degrees latitude (g = 980.6199 gals.).
 KX0912
 KX0912.The modeled gravity was interpolated from observed gravity values.
 KX0912
 KX0912;                    North         East    Units  Estimated Accuracy
 KX0912;SPC PA S     -   143,460.      484,220.      MT  (+/- 180 meters Scaled)
 KX0912
 KX0912                          SUPERSEDED SURVEY CONTROL
 KX0912
 KX0912  NGVD 29 (??/??/92)  380.966  (m)         1249.89   (f) ADJ UNCH    2 0
 KX0912
 KX0912.Superseded values are not recommended for survey control.
 KX0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0912.See file dsdata.txt to determine how the superseded data were derived.
 KX0912
 KX0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE591979(NAD 83)
 KX0912_MARKER: DB = BENCH MARK DISK
 KX0912_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0912_SP_SET: BRIDGE
 KX0912_STAMPING: L 319 1967
 KX0912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0912
 KX0912  HISTORY     - Date     Condition        Report By
 KX0912  HISTORY     - 1967     MONUMENTED       CGS
 KX0912  HISTORY     - 20050901 MARK NOT FOUND   PADT
 KX0912
 KX0912                          STATION DESCRIPTION
 KX0912
 KX0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0912'1.8 MI E FROM INDIANA.
 KX0912'1.8 MILES EAST ALONG U.S. HIGHWAY 422 FROM THE COURT HOUSE IN
 KX0912'INDIANA, SET IN THE TOP OF THE WEST END OF THE SOUTH CURB OF A
 KX0912'BRIDGE, 21 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 1.5 FEET
 KX0912'EAST OF THE WEST END OF CURB AND IS ABOUT LEVEL WITH THE HIGHWAY.
 KX0912
 KX0912                          STATION RECOVERY (2005)
 KX0912
 KX0912'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 KX0912'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0846 ***********************************************************************
 LZ0846  DESIGNATION -  L 32
 LZ0846  PID         -  LZ0846
 LZ0846  STATE/COUNTY-  PA/TIOGA
 LZ0846  USGS QUAD   -  MANSFIELD (1986)
 LZ0846
 LZ0846                         *CURRENT SURVEY CONTROL
 LZ0846  ___________________________________________________________________
 LZ0846* NAD 83(1986)-  41 50 06.     (N)    077 05 43.     (W)     SCALED    
 LZ0846* NAVD 88     -       339.789  (meters)    1114.79   (feet)  ADJUSTED  
 LZ0846  ___________________________________________________________________
 LZ0846  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 LZ0846  DYNAMIC HT  -         339.654 (meters)    1114.35  (feet)  COMP
 LZ0846  MODELED GRAV-     980,215.7   (mgal)                       NAVD 88
 LZ0846
 LZ0846  VERT ORDER  -  SECOND    CLASS 0
 LZ0846
 LZ0846.The horizontal coordinates were scaled from a topographic map and have
 LZ0846.an estimated accuracy of +/- 6 seconds.
 LZ0846
 LZ0846.The orthometric height was determined by differential leveling
 LZ0846.and adjusted by the National Geodetic Survey in June 1991..
 LZ0846
 LZ0846.The geoid height was determined by GEOID03.
 LZ0846
 LZ0846.The dynamic height is computed by dividing the NAVD 88
 LZ0846.geopotential number by the normal gravity value computed on the
 LZ0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0846.degrees latitude (g = 980.6199 gals.).
 LZ0846
 LZ0846.The modeled gravity was interpolated from observed gravity values.
 LZ0846
 LZ0846;                    North         East    Units  Estimated Accuracy
 LZ0846;SPC PA N     -   185,480.      654,380.      MT  (+/- 180 meters Scaled)
 LZ0846
 LZ0846                          SUPERSEDED SURVEY CONTROL
 LZ0846
 LZ0846  NGVD 29 (??/??/92)  339.93   (m)         1115.3    (f) COMPUTED    2 0
 LZ0846
 LZ0846.Superseded values are not recommended for survey control.
 LZ0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0846.See file dsdata.txt to determine how the superseded data were derived.
 LZ0846
 LZ0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM260335(NAD 83)
 LZ0846_MARKER: DB = BENCH MARK DISK
 LZ0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0846_STAMPING: L 32 1934
 LZ0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0846+STABILITY: SURFACE MOTION
 LZ0846
 LZ0846  HISTORY     - Date     Condition        Report By
 LZ0846  HISTORY     - 1934     MONUMENTED       CGS
 LZ0846  HISTORY     - 1968     MARK NOT FOUND   NGS
 LZ0846
 LZ0846                          STATION DESCRIPTION
 LZ0846
 LZ0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0846'2.3 MI N FROM MANSFIELD.
 LZ0846'2.3 MILES NORTH ALONG THE ERIE RAILROAD FROM MANSFIELD, TIOGA
 LZ0846'COUNTY, ABOUT 1100 FEET NORTH OF MILEPOST 34, ABOUT 700 FEET
 LZ0846'SOUTHWEST OF A 120- BY 70-FOOT RED BARN, ABOUT 120 FEET NORTHWEST
 LZ0846'OF A WHITE FRAME HOUSE, 20 FEET NORTHWEST OF A PRIVATE-ROAD
 LZ0846'CROSSING, 35 FEET WEST OF THE FINISHED GRADE OF U.S. HIGHWAY
 LZ0846'15, 14 FEET WEST OF THE WEST RAIL, AND ABOUT LEVEL WITH THE
 LZ0846'TOP OF THE RAIL.  A STANDARD DISK, STAMPED L 32 1934 AND SET
 LZ0846'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0943 ***********************************************************************
 KX0943  DESIGNATION -  L 320
 KX0943  PID         -  KX0943
 KX0943  STATE/COUNTY-  PA/ARMSTRONG
 KX0943  USGS QUAD   -  MOSGROVE (1993)
 KX0943
 KX0943                         *CURRENT SURVEY CONTROL
 KX0943  ___________________________________________________________________
 KX0943* NAD 83(1986)-  40 47 48.     (N)    079 28 28.     (W)     SCALED    
 KX0943* NAVD 88     -       385.233  (meters)    1263.89   (feet)  ADJUSTED  
 KX0943  ___________________________________________________________________
 KX0943  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 KX0943  DYNAMIC HT  -         385.045 (meters)    1263.27  (feet)  COMP
 KX0943  MODELED GRAV-     980,124.6   (mgal)                       NAVD 88
 KX0943
 KX0943  VERT ORDER  -  SECOND    CLASS 0
 KX0943
 KX0943.The horizontal coordinates were scaled from a topographic map and have
 KX0943.an estimated accuracy of +/- 6 seconds.
 KX0943
 KX0943.The orthometric height was determined by differential leveling
 KX0943.and adjusted by the National Geodetic Survey in June 1991..
 KX0943
 KX0943.The geoid height was determined by GEOID03.
 KX0943
 KX0943.The dynamic height is computed by dividing the NAVD 88
 KX0943.geopotential number by the normal gravity value computed on the
 KX0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0943.degrees latitude (g = 980.6199 gals.).
 KX0943
 KX0943.The modeled gravity was interpolated from observed gravity values.
 KX0943
 KX0943;                    North         East    Units  Estimated Accuracy
 KX0943;SPC PA S     -   163,910.      454,480.      MT  (+/- 180 meters Scaled)
 KX0943
 KX0943                          SUPERSEDED SURVEY CONTROL
 KX0943
 KX0943  NGVD 29 (??/??/92)  385.413  (m)         1264.48   (f) ADJ UNCH    2 0
 KX0943
 KX0943.Superseded values are not recommended for survey control.
 KX0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0943.See file dsdata.txt to determine how the superseded data were derived.
 KX0943
 KX0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF286173(NAD 83)
 KX0943_MARKER: DB = BENCH MARK DISK
 KX0943_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX0943_SP_SET: CATCH BASIN
 KX0943_STAMPING: L 320 1967
 KX0943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0943
 KX0943  HISTORY     - Date     Condition        Report By
 KX0943  HISTORY     - 1967     MONUMENTED       CGS
 KX0943  HISTORY     - 19930125 MARK NOT FOUND   USPSQD
 KX0943  HISTORY     - 20050901 MARK NOT FOUND   PADT
 KX0943
 KX0943                          STATION DESCRIPTION
 KX0943
 KX0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX0943'2.8 MI SE FROM KITTANNING.
 KX0943'2.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 422 FROM THE EAST END
 KX0943'OF THE BRIDGE OVER THE ALLEGHENY RIVER IN KITTANNING, SET IN
 KX0943'THE TOP OF THE APPROXIMATE CENTER OF A CATCH BASIN, 23.4 FEET
 KX0943'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 22.5 FEET SOUTHEAST
 KX0943'OF A DIRT ROAD LEADING TO A BRICK HOUSE, AND IS ABOUT 1 FOOT
 KX0943'BELOW THE LEVEL OF THE HIGHWAY.
 KX0943
 KX0943                          STATION RECOVERY (1993)
 KX0943
 KX0943'RECOVERY NOTE BY US POWER SQUADRON 1993 (JBW)
 KX0943'MARK NOT FOUND.
 KX0943
 KX0943                          STATION RECOVERY (2005)
 KX0943
 KX0943'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 KX0943'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0848 ***********************************************************************
 KX0848  DESIGNATION -  L 32.01
 KX0848  PID         -  KX0848
 KX0848  STATE/COUNTY-  PA/INDIANA
 KX0848  USGS QUAD   -  ERNEST (1973)
 KX0848
 KX0848                         *CURRENT SURVEY CONTROL
 KX0848  ___________________________________________________________________
 KX0848* NAD 83(1986)-  40 38 31.     (N)    079 09 20.     (W)     SCALED    
 KX0848* NAVD 88     -       396.93   (+/-2cm)    1302.3    (feet)  VERTCON   
 KX0848  ___________________________________________________________________
 KX0848  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 KX0848
 KX0848  VERT ORDER  -  ? (See Below)
 KX0848
 KX0848.The horizontal coordinates were scaled from a topographic map and have
 KX0848.an estimated accuracy of +/- 6 seconds.
 KX0848
 KX0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0848.The vertical order pertains to the NGVD 29 superseded value.
 KX0848
 KX0848.The geoid height was determined by GEOID03.
 KX0848
 KX0848;                    North         East    Units  Estimated Accuracy
 KX0848;SPC PA S     -   146,250.      481,120.      MT  (+/- 180 meters Scaled)
 KX0848
 KX0848                          SUPERSEDED SURVEY CONTROL
 KX0848
 KX0848  NGVD 29 (??/??/92)  397.111  (m)         1302.86   (f) ADJ UNCH    ?  
 KX0848
 KX0848.Superseded values are not recommended for survey control.
 KX0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0848.See file dsdata.txt to determine how the superseded data were derived.
 KX0848
 KX0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF559006(NAD 83)
 KX0848_MARKER: DD = SURVEY DISK
 KX0848_SETTING: 0 = UNSPECIFIED SETTING
 KX0848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0848
 KX0848  HISTORY     - Date     Condition        Report By
 KX0848  HISTORY     - 1917     MONUMENTED       BORR
 KX0848
 KX0848                          STATION DESCRIPTION
 KX0848
 KX0848'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1917
 KX0848'6.2 MI S FROM CUMMINGS DAM.
 KX0848'ABOUT 6.2 MILES SOUTH OF CUMMINGS DAM ON BENCH MARK POST
 KX0848'30.0 SOUTH OF MP L-32 AND 20.0 TO RIGHT OF 1690+33.0.  A B.R.
 KX0848'AND P. RY. STANDARD BENCH-MARK POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1645 ***********************************************************************
 KX1645  DESIGNATION -  L 321
 KX1645  PID         -  KX1645
 KX1645  STATE/COUNTY-  PA/BUTLER
 KX1645  USGS QUAD   -  SAXONBURG (1977)
 KX1645
 KX1645                         *CURRENT SURVEY CONTROL
 KX1645  ___________________________________________________________________
 KX1645* NAD 83(1986)-  40 52 09.     (N)    079 51 49.     (W)     SCALED    
 KX1645* NAVD 88     -       322.974  (meters)    1059.62   (feet)  ADJUSTED  
 KX1645  ___________________________________________________________________
 KX1645  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 KX1645  DYNAMIC HT  -         322.811 (meters)    1059.09  (feet)  COMP
 KX1645  MODELED GRAV-     980,111.5   (mgal)                       NAVD 88
 KX1645
 KX1645  VERT ORDER  -  FIRST     CLASS II
 KX1645
 KX1645.The horizontal coordinates were scaled from a topographic map and have
 KX1645.an estimated accuracy of +/- 6 seconds.
 KX1645
 KX1645.The orthometric height was determined by differential leveling
 KX1645.and adjusted by the National Geodetic Survey in June 1991..
 KX1645
 KX1645.The geoid height was determined by GEOID03.
 KX1645
 KX1645.The dynamic height is computed by dividing the NAVD 88
 KX1645.geopotential number by the normal gravity value computed on the
 KX1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1645.degrees latitude (g = 980.6199 gals.).
 KX1645
 KX1645.The modeled gravity was interpolated from observed gravity values.
 KX1645
 KX1645;                    North         East    Units  Estimated Accuracy
 KX1645;SPC PA S     -   172,670.      421,840.      MT  (+/- 180 meters Scaled)
 KX1645
 KX1645                          SUPERSEDED SURVEY CONTROL
 KX1645
 KX1645  NGVD 29 (06/03/92)  323.120  (m)         1060.10   (f) ADJUSTED    1 2
 KX1645
 KX1645.Superseded values are not recommended for survey control.
 KX1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1645.See file dsdata.txt to determine how the superseded data were derived.
 KX1645
 KX1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF957248(NAD 83)
 KX1645_MARKER: DB = BENCH MARK DISK
 KX1645_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1645_SP_SET: CURB
 KX1645_STAMPING: L 321 1967
 KX1645_MARK LOGO: CGS   
 KX1645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1645
 KX1645  HISTORY     - Date     Condition        Report By
 KX1645  HISTORY     - 1967     MONUMENTED       CGS
 KX1645  HISTORY     - 1983     GOOD             NGS
 KX1645
 KX1645                          STATION DESCRIPTION
 KX1645
 KX1645'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KX1645'0.6 MI E FROM BUTLER.
 KX1645'0.6 MILE EAST ALONG U.S. HIGHWAY 422 FROM ITS JUNCTION WITH STATE
 KX1645'HIGHWAYS 68 AND 38, WHICH IS A MILE NORTH OF BUTLER, SET IN THE
 KX1645'TOP OF THE EAST END OF NORTH CURB OF A BRIDGE, 9.0 FEET WEST OF
 KX1645'THE EAST END OF CURB, 35 FEET NORTH OF THE CENTERLINE OF THE WEST
 KX1645'BOUND LANE OF HIGHWAY AND IS ABOUT 1.0 FOOT ABOVE THE LEVEL OF THE
 KX1645'HIGHWAY.
 KX1645
 KX1645                          STATION RECOVERY (1983)
 KX1645
 KX1645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KX1645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0164 ***********************************************************************
 KY0164  DESIGNATION -  L 322
 KY0164  PID         -  KY0164
 KY0164  STATE/COUNTY-  PA/LAWRENCE
 KY0164  USGS QUAD   -  PORTERSVILLE (1990)
 KY0164
 KY0164                         *CURRENT SURVEY CONTROL
 KY0164  ___________________________________________________________________
 KY0164* NAD 83(1986)-  40 58 10.     (N)    080 10 54.     (W)     SCALED    
 KY0164* NAVD 88     -       337.902  (meters)    1108.60   (feet)  ADJUSTED  
 KY0164  ___________________________________________________________________
 KY0164  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 KY0164  DYNAMIC HT  -         337.735 (meters)    1108.05  (feet)  COMP
 KY0164  MODELED GRAV-     980,120.8   (mgal)                       NAVD 88
 KY0164
 KY0164  VERT ORDER  -  SECOND    CLASS 0
 KY0164
 KY0164.The horizontal coordinates were scaled from a topographic map and have
 KY0164.an estimated accuracy of +/- 6 seconds.
 KY0164
 KY0164.The orthometric height was determined by differential leveling
 KY0164.and adjusted by the National Geodetic Survey in June 1991..
 KY0164
 KY0164.The geoid height was determined by GEOID03.
 KY0164
 KY0164.The dynamic height is computed by dividing the NAVD 88
 KY0164.geopotential number by the normal gravity value computed on the
 KY0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0164.degrees latitude (g = 980.6199 gals.).
 KY0164
 KY0164.The modeled gravity was interpolated from observed gravity values.
 KY0164
 KY0164;                    North         East    Units  Estimated Accuracy
 KY0164;SPC PA S     -   184,490.      395,340.      MT  (+/- 180 meters Scaled)
 KY0164
 KY0164                          SUPERSEDED SURVEY CONTROL
 KY0164
 KY0164  NGVD 29 (??/??/92)  338.037  (m)         1109.04   (f) ADJ UNCH    2 0
 KY0164
 KY0164.Superseded values are not recommended for survey control.
 KY0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0164.See file dsdata.txt to determine how the superseded data were derived.
 KY0164
 KY0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF688356(NAD 83)
 KY0164_MARKER: DB = BENCH MARK DISK
 KY0164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KY0164_SP_SET: BRIDGE
 KY0164_STAMPING: L 322 1967
 KY0164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY0164
 KY0164  HISTORY     - Date     Condition        Report By
 KY0164  HISTORY     - 1967     MONUMENTED       CGS
 KY0164  HISTORY     - 19980929 GOOD             USPSQD
 KY0164
 KY0164                          STATION DESCRIPTION
 KY0164
 KY0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KY0164'9.4 MI SE FROM NEW CASTLE.
 KY0164'ABOUT 9.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 422 FROM THE POST
 KY0164'OFFICE IN NEW CASTLE, SET IN THE TOP OF THE SOUTH BRIDGE BANNISTER,
 KY0164'30 FEET SOUTH OF CENTERLINE OF THE EAST BOUND LANE OF HIGHWAY,
 KY0164'5.6 FEET EAST OF WEST END, AND IS ABOUT 4 FEET ABOVE LEVEL OF
 KY0164'HIGHWAY.
 KY0164
 KY0164                          STATION RECOVERY (1998)
 KY0164
 KY0164'RECOVERY NOTE BY US POWER SQUADRON 1998
 KY0164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1408 ***********************************************************************
 MA1408  DESIGNATION -  L 323
 MA1408  PID         -  MA1408
 MA1408  STATE/COUNTY-  PA/VENANGO
 MA1408  USGS QUAD   -  KENNERDELL (1981)
 MA1408
 MA1408                         *CURRENT SURVEY CONTROL
 MA1408  ___________________________________________________________________
 MA1408* NAD 83(1986)-  41 22 02.     (N)    079 46 42.     (W)     SCALED    
 MA1408* NAVD 88     -       437.202  (meters)    1434.39   (feet)  ADJUSTED  
 MA1408  ___________________________________________________________________
 MA1408  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 MA1408  DYNAMIC HT  -         437.008 (meters)    1433.75  (feet)  COMP
 MA1408  MODELED GRAV-     980,166.5   (mgal)                       NAVD 88
 MA1408
 MA1408  VERT ORDER  -  SECOND    CLASS 0
 MA1408
 MA1408.The horizontal coordinates were scaled from a topographic map and have
 MA1408.an estimated accuracy of +/- 6 seconds.
 MA1408
 MA1408.The orthometric height was determined by differential leveling
 MA1408.and adjusted by the National Geodetic Survey in June 1991..
 MA1408
 MA1408.The geoid height was determined by GEOID03.
 MA1408
 MA1408.The dynamic height is computed by dividing the NAVD 88
 MA1408.geopotential number by the normal gravity value computed on the
 MA1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1408.degrees latitude (g = 980.6199 gals.).
 MA1408
 MA1408.The modeled gravity was interpolated from observed gravity values.
 MA1408
 MA1408;                    North         East    Units  Estimated Accuracy
 MA1408;SPC PA N     -   135,310.      430,320.      MT  (+/- 180 meters Scaled)
 MA1408
 MA1408                          SUPERSEDED SURVEY CONTROL
 MA1408
 MA1408  NGVD 29 (??/??/92)  437.383  (m)         1434.98   (f) ADJ UNCH    2 0
 MA1408
 MA1408.Superseded values are not recommended for survey control.
 MA1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1408.See file dsdata.txt to determine how the superseded data were derived.
 MA1408
 MA1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF021802(NAD 83)
 MA1408_MARKER: DB = BENCH MARK DISK
 MA1408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA1408_SP_SET: CATCH BASIN
 MA1408_STAMPING: L 323 1967
 MA1408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA1408
 MA1408  HISTORY     - Date     Condition        Report By
 MA1408  HISTORY     - 1967     MONUMENTED       CGS
 MA1408
 MA1408                          STATION DESCRIPTION
 MA1408
 MA1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MA1408'2.9 MI SE FROM FRANKLIN.
 MA1408'ABOUT 2.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 322 FROM EAST
 MA1408'END OF THE ALLEGHANY RIVER BRIDGE AT THE SOUTHEAST EDGE OF
 MA1408'FRANKLIN, 3.5 MILES NORTHWEST OF CRANBERRY, 0.1 MILE NORTHWEST
 MA1408'OF COCHRAN HILL SUMMIT, 27.0 FEET SOUTHWEST OF THE CENTERLINE
 MA1408'OF HIGHWAY, 19.0 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 MA1408'A ASPHAULT DRIVEWAY, 8.0 FEET EAST OF A POWER LINE POLE, AND IS
 MA1408'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP
 MA1408'OF THE APPROXIMATE CENTER OF THE BACKWALL OF A CATCHBASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0221 ***********************************************************************
 MB0221  DESIGNATION -  L 324
 MB0221  PID         -  MB0221
 MB0221  STATE/COUNTY-  PA/ERIE
 MB0221  USGS QUAD   -  ALBION (1990)
 MB0221
 MB0221                         *CURRENT SURVEY CONTROL
 MB0221  ___________________________________________________________________
 MB0221* NAD 83(1986)-  41 53 26.     (N)    080 20 41.     (W)     SCALED    
 MB0221* NAVD 88     -       295.196  (meters)     968.49   (feet)  ADJUSTED  
 MB0221  ___________________________________________________________________
 MB0221  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 MB0221  DYNAMIC HT  -         295.084 (meters)     968.12  (feet)  COMP
 MB0221  MODELED GRAV-     980,234.9   (mgal)                       NAVD 88
 MB0221
 MB0221  VERT ORDER  -  SECOND    CLASS 0
 MB0221
 MB0221.The horizontal coordinates were scaled from a topographic map and have
 MB0221.an estimated accuracy of +/- 6 seconds.
 MB0221
 MB0221.The orthometric height was determined by differential leveling
 MB0221.and adjusted by the National Geodetic Survey in June 1991..
 MB0221
 MB0221.The geoid height was determined by GEOID03.
 MB0221
 MB0221.The dynamic height is computed by dividing the NAVD 88
 MB0221.geopotential number by the normal gravity value computed on the
 MB0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0221.degrees latitude (g = 980.6199 gals.).
 MB0221
 MB0221.The modeled gravity was interpolated from observed gravity values.
 MB0221
 MB0221;                    North         East    Units  Estimated Accuracy
 MB0221;SPC PA N     -   194,670.      384,690.      MT  (+/- 180 meters Scaled)
 MB0221
 MB0221                          SUPERSEDED SURVEY CONTROL
 MB0221
 MB0221  NGVD 29 (??/??/92)  295.374  (m)          969.07   (f) ADJ UNCH    2 0
 MB0221
 MB0221.Superseded values are not recommended for survey control.
 MB0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0221.See file dsdata.txt to determine how the superseded data were derived.
 MB0221
 MB0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG543378(NAD 83)
 MB0221_MARKER: DB = BENCH MARK DISK
 MB0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MB0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MB0221_STAMPING: L 324 1967
 MB0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB0221+STABILITY: SURFACE MOTION
 MB0221
 MB0221  HISTORY     - Date     Condition        Report By
 MB0221  HISTORY     - 1967     MONUMENTED       CGS
 MB0221
 MB0221                          STATION DESCRIPTION
 MB0221
 MB0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MB0221'1 MI E FROM ALBION.
 MB0221'ABOUT 1.0 MILE EAST ALONG U.S. HIGHWAY 6N FROM THE POST OFFICE
 MB0221'IN ALBION, 49 FEET SOUTHEAST OF A BILL BOARD SIGN BY RAMSEY,
 MB0221'20 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 2.7 FEET
 MB0221'SOUTHWEST OF A METAL WITNESS SIGN, 1.9 FEET SOUTHWEST OF A
 MB0221'TELEPHONE AND POWER LINE POLE NO. 12, SET IN THE TOP OF A
 MB0221'CONCRETE POST, FLUSH, AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0849 ***********************************************************************
 KX0849  DESIGNATION -  L 32.42
 KX0849  PID         -  KX0849
 KX0849  STATE/COUNTY-  PA/INDIANA
 KX0849  USGS QUAD   -  ERNEST (1973)
 KX0849
 KX0849                         *CURRENT SURVEY CONTROL
 KX0849  ___________________________________________________________________
 KX0849* NAD 83(1986)-  40 38 08.     (N)    079 09 27.     (W)     SCALED    
 KX0849* NAVD 88     -       400.12   (+/-2cm)    1312.7    (feet)  VERTCON   
 KX0849  ___________________________________________________________________
 KX0849  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KX0849
 KX0849  VERT ORDER  -  ? (See Below)
 KX0849
 KX0849.The horizontal coordinates were scaled from a topographic map and have
 KX0849.an estimated accuracy of +/- 6 seconds.
 KX0849
 KX0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0849.The vertical order pertains to the NGVD 29 superseded value.
 KX0849
 KX0849.The geoid height was determined by GEOID03.
 KX0849
 KX0849;                    North         East    Units  Estimated Accuracy
 KX0849;SPC PA S     -   145,540.      480,940.      MT  (+/- 180 meters Scaled)
 KX0849
 KX0849                          SUPERSEDED SURVEY CONTROL
 KX0849
 KX0849  NGVD 29 (??/??/92)  400.303  (m)         1313.33   (f) ADJ UNCH    ?  
 KX0849
 KX0849.Superseded values are not recommended for survey control.
 KX0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0849.See file dsdata.txt to determine how the superseded data were derived.
 KX0849
 KX0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE558999(NAD 83)
 KX0849_MARKER: DD = SURVEY DISK
 KX0849_SETTING: 0 = UNSPECIFIED SETTING
 KX0849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX0849
 KX0849  HISTORY     - Date     Condition        Report By
 KX0849  HISTORY     - 1917     MONUMENTED       BORR
 KX0849
 KX0849                          STATION DESCRIPTION
 KX0849
 KX0849'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1917
 KX0849'7 MI S FROM CUMMINGS DAM.
 KX0849'ABOUT 7.0 MILES SOUTH OF CUMMINGS DAM ON BENCH MARK POST
 KX0849'20.0 ON RIGHT OF 1711+57.0.  A BR. AND P. RY. STANDARD BENCH-MARK
 KX0849'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1849 ***********************************************************************
 KV1849  DESIGNATION -  L 325
 KV1849  PID         -  KV1849
 KV1849  STATE/COUNTY-  PA/MONTGOMERY
 KV1849  USGS QUAD   -  NORRISTOWN (1992)
 KV1849
 KV1849                         *CURRENT SURVEY CONTROL
 KV1849  ___________________________________________________________________
 KV1849* NAD 83(1986)-  40 06 39.     (N)    075 21 26.     (W)     SCALED    
 KV1849* NAVD 88     -        23.406  (meters)      76.79   (feet)  ADJUSTED  
 KV1849  ___________________________________________________________________
 KV1849  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 KV1849  DYNAMIC HT  -          23.395 (meters)      76.76  (feet)  COMP
 KV1849  MODELED GRAV-     980,151.0   (mgal)                       NAVD 88
 KV1849
 KV1849  VERT ORDER  -  FIRST     CLASS I
 KV1849
 KV1849.The horizontal coordinates were scaled from a topographic map and have
 KV1849.an estimated accuracy of +/- 6 seconds.
 KV1849
 KV1849.The orthometric height was determined by differential leveling
 KV1849.and adjusted by the National Geodetic Survey in June 1991..
 KV1849
 KV1849.The geoid height was determined by GEOID03.
 KV1849
 KV1849.The dynamic height is computed by dividing the NAVD 88
 KV1849.geopotential number by the normal gravity value computed on the
 KV1849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1849.degrees latitude (g = 980.6199 gals.).
 KV1849
 KV1849.The modeled gravity was interpolated from observed gravity values.
 KV1849
 KV1849;                    North         East    Units  Estimated Accuracy
 KV1849;SPC PA S     -    89,090.      803,970.      MT  (+/- 180 meters Scaled)
 KV1849
 KV1849                          SUPERSEDED SURVEY CONTROL
 KV1849
 KV1849  NGVD 29 (??/??/??)   23.714  (m)           77.80   (f) ADJUSTED    1 1
 KV1849
 KV1849.Superseded values are not recommended for survey control.
 KV1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1849.See file dsdata.txt to determine how the superseded data were derived.
 KV1849
 KV1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK695401(NAD 83)
 KV1849_MARKER: DB = BENCH MARK DISK
 KV1849_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1849_SP_SET: BRIDGE ABUTMENT
 KV1849_STAMPING: L 325 1966
 KV1849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1849
 KV1849  HISTORY     - Date     Condition        Report By
 KV1849  HISTORY     - 1966     MONUMENTED       CGS
 KV1849
 KV1849                          STATION DESCRIPTION
 KV1849
 KV1849'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV1849'0.6 MI W FROM NORRISTOWN.
 KV1849'0.6 MILE WEST ALONG THE READING COMPANY RAILROAD FROM THE STATION
 KV1849'AT NORRISTOWN, OR ABOUT 1.2 MILES EAST ALONG THE READING COMPANY
 KV1849'RAILROAD FROM THE YARD OFFICE BUILDING AT ABRAMS, ABOUT 0.1 MILE
 KV1849'EAST OF THE NORRISTOWN JUNCTION SWITCH TOWER BUILDING NUMBER
 KV1849'1853, SET IN THE TOP OF THE SOUTHEAST END OF THE WEST ABUTMENT OF
 KV1849'THE BRIDGE OVER THE SOUTH CHANNEL OF THE SCHUYKILL RIVER, 3 FEET
 KV1849'SOUTH OF THE SOUTH RAIL OF THE SOUTH SET OF TRACKS, AND ABOUT 2
 KV1849'FEET BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2233 ***********************************************************************
 KV2233  DESIGNATION -  L 326
 KV2233  PID         -  KV2233
 KV2233  STATE/COUNTY-  PA/MONTGOMERY
 KV2233  USGS QUAD   -  BOYERTOWN (1995)
 KV2233
 KV2233                         *CURRENT SURVEY CONTROL
 KV2233  ___________________________________________________________________
 KV2233* NAD 83(1986)-  40 15 32.     (N)    075 40 09.     (W)     SCALED    
 KV2233* NAVD 88     -        73.328  (meters)     240.58   (feet)  ADJUSTED  
 KV2233  ___________________________________________________________________
 KV2233  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 KV2233  DYNAMIC HT  -          73.290 (meters)     240.45  (feet)  COMP
 KV2233  MODELED GRAV-     980,113.8   (mgal)                       NAVD 88
 KV2233
 KV2233  VERT ORDER  -  FIRST     CLASS I
 KV2233
 KV2233.The horizontal coordinates were scaled from a topographic map and have
 KV2233.an estimated accuracy of +/- 6 seconds.
 KV2233
 KV2233.The orthometric height was determined by differential leveling
 KV2233.and adjusted by the National Geodetic Survey in June 1991..
 KV2233
 KV2233.The geoid height was determined by GEOID03.
 KV2233
 KV2233.The dynamic height is computed by dividing the NAVD 88
 KV2233.geopotential number by the normal gravity value computed on the
 KV2233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2233.degrees latitude (g = 980.6199 gals.).
 KV2233
 KV2233.The modeled gravity was interpolated from observed gravity values.
 KV2233
 KV2233;                    North         East    Units  Estimated Accuracy
 KV2233;SPC PA S     -   104,850.      777,000.      MT  (+/- 180 meters Scaled)
 KV2233
 KV2233                          SUPERSEDED SURVEY CONTROL
 KV2233
 KV2233  NGVD 29 (??/??/??)   73.602  (m)          241.48   (f) ADJUSTED    1 1
 KV2233
 KV2233.Superseded values are not recommended for survey control.
 KV2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2233.See file dsdata.txt to determine how the superseded data were derived.
 KV2233
 KV2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK430567(NAD 83)
 KV2233_MARKER: DB = BENCH MARK DISK
 KV2233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KV2233_SP_SET: FLAGPOLE BASE
 KV2233_STAMPING: L 326 1966
 KV2233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KV2233
 KV2233  HISTORY     - Date     Condition        Report By
 KV2233  HISTORY     - 1966     MONUMENTED       CGS
 KV2233  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 KV2233  HISTORY     - 20021026 MARK NOT FOUND   USPSQD
 KV2233
 KV2233                          STATION DESCRIPTION
 KV2233
 KV2233'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KV2233'1.7 MI NW FROM POTTSTOWN.
 KV2233'ABOUT 0.95 MILE WEST ALONG THE READING COMPANY RAILROAD FROM THE
 KV2233'STATION AT POTTSTOWN, THENCE 0.45 MILE NORTHWEST ALONG BERKS
 KV2233'STREET, THENCE 0.3 MILE NORTHEAST ALONG GLASGOW STREET, AT THE
 KV2233'MAIN ENTRANCE TO THE POTTSTOWN MUNICIPAL AIRPORT, 258 FEET SOUTH
 KV2233'OF THE WEST CORNER OF THE AIRPORT OFFICE BUILDING, SET IN THE TOP
 KV2233'OF THE NORTH EDGE OF THE CONCRETE BASE OF A FLAGPOLE, 58 FEET
 KV2233'NORTH OF THE CENTER LINE OF GLASGOW STREET, 13 FEET EAST OF THE
 KV2233'CENTER LINE OF THE WEST TRAFFIC LANE AND 12 FEET WEST OF THE
 KV2233'CENTER LINE OF THE EAST TRAFFIC LANE AT THE AIRPORT ENTRANCE,
 KV2233'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND ABOUT 1 FOOT
 KV2233'BELOW THE SURFACE OF THE GROUND.
 KV2233
 KV2233                          STATION RECOVERY (1990)
 KV2233
 KV2233'RECOVERY NOTE BY US POWER SQUADRON 1990 (JDC)
 KV2233'MARK NOT FOUND.
 KV2233
 KV2233                          STATION RECOVERY (2002)
 KV2233
 KV2233'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KV2233'ORIGINAL CONCRETE FLAGPOLE BASE REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0437 ***********************************************************************
 KW0437  DESIGNATION -  L 327
 KW0437  PID         -  KW0437
 KW0437  STATE/COUNTY-  PA/BERKS
 KW0437  USGS QUAD   -  SINKING SPRING (1987)
 KW0437
 KW0437                         *CURRENT SURVEY CONTROL
 KW0437  ___________________________________________________________________
 KW0437* NAD 83(1986)-  40 19 18.     (N)    076 01 45.     (W)     SCALED    
 KW0437* NAVD 88     -       107.311  (meters)     352.07   (feet)  ADJUSTED  
 KW0437  ___________________________________________________________________
 KW0437  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 KW0437  DYNAMIC HT  -         107.255 (meters)     351.89  (feet)  COMP
 KW0437  MODELED GRAV-     980,105.0   (mgal)                       NAVD 88
 KW0437  OBS GRAVITY -     980,106.9   (mgal)                       GRAV_OBS
 KW0437
 KW0437  VERT ORDER  -  FIRST     CLASS I
 KW0437
 KW0437.The horizontal coordinates were scaled from a topographic map and have
 KW0437.an estimated accuracy of +/- 6 seconds.
 KW0437
 KW0437.The orthometric height was determined by differential leveling
 KW0437.and adjusted by the National Geodetic Survey in June 1991..
 KW0437
 KW0437.The geoid height was determined by GEOID03.
 KW0437
 KW0437.The dynamic height is computed by dividing the NAVD 88
 KW0437.geopotential number by the normal gravity value computed on the
 KW0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0437.degrees latitude (g = 980.6199 gals.).
 KW0437
 KW0437.The modeled gravity was interpolated from observed gravity values.
 KW0437.The observed gravity was obtained from relative gravimeter ties
 KW0437.to the IGSN71 gravity network.
 KW0437
 KW0437;                    North         East    Units  Estimated Accuracy
 KW0437;SPC PA S     -   111,160.      746,240.      MT  (+/- 180 meters Scaled)
 KW0437
 KW0437                          SUPERSEDED SURVEY CONTROL
 KW0437
 KW0437  NGVD 29 (??/??/??)  107.539  (m)          352.82   (f) ADJUSTED    1 1
 KW0437
 KW0437.Superseded values are not recommended for survey control.
 KW0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0437.See file dsdata.txt to determine how the superseded data were derived.
 KW0437
 KW0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK125639(NAD 83)
 KW0437_MARKER: DB = BENCH MARK DISK
 KW0437_SETTING: 66 = SET IN ROCK OUTCROP
 KW0437_SP_SET: ROCK OUTCROP
 KW0437_STAMPING: L 327 1966
 KW0437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW0437+STABILITY: POSITION/ELEVATION WELL
 KW0437_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0437+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 KW0437
 KW0437  HISTORY     - Date     Condition        Report By
 KW0437  HISTORY     - 1966     MONUMENTED       CGS
 KW0437  HISTORY     - 20020209 MARK NOT FOUND   USPSQD
 KW0437  HISTORY     - 20051105 GOOD             GEOCAC
 KW0437
 KW0437                          STATION DESCRIPTION
 KW0437
 KW0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0437'0.1 MI W FROM SINKING SPRING.
 KW0437'ABOUT 0.1 MILE WEST ALONG THE READING COMPANY RAILROAD FROM THE
 KW0437'STATION AT SINKING SPRING, 6 1/2 RAILS EAST OF A SECTION HOUSE
 KW0437'WHICH IS ON THE SOUTH SIDE OF THE TRACKS, 6 1/2 RAILS WEST OF A
 KW0437'Y-JUNCTION OF RAILROAD TRACKS, 19 FEET SOUTH OF THE SOUTH RAIL OF
 KW0437'THE SOUTH SET OF MAIN LINE TRACKS, SET IN THE TOP OF A SADDLE
 KW0437'OF A LARGE ROCK OUTCROP, 31 FEET WEST OF THE SECOND POLE WEST OF
 KW0437'FRACTIONAL MILEPOST 5/56, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE
 KW0437'TRACKS.
 KW0437
 KW0437                          STATION RECOVERY (2002)
 KW0437
 KW0437'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KW0437'SHOVELED GRAVEL AND BLACK DIRT AWAY FROM A 12 FOOT LONG SECTION OF THE
 KW0437'ROCK SADDLE.
 KW0437
 KW0437                          STATION RECOVERY (2005)
 KW0437
 KW0437'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0437'ROCK WITH SADDLE HAS BM AND ARROWS PAINTED ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1726 ***********************************************************************
 KW1726  DESIGNATION -  L 328
 KW1726  PID         -  KW1726
 KW1726  STATE/COUNTY-  PA/JUNIATA
 KW1726  USGS QUAD   -  MIFFLINTOWN (1978)
 KW1726
 KW1726                         *CURRENT SURVEY CONTROL
 KW1726  ___________________________________________________________________
 KW1726* NAD 83(1986)-  40 35 53.     (N)    077 25 44.     (W)     SCALED    
 KW1726* NAVD 88     -       142.935  (meters)     468.95   (feet)  ADJUSTED  
 KW1726  ___________________________________________________________________
 KW1726  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 KW1726  DYNAMIC HT  -         142.868 (meters)     468.73  (feet)  COMP
 KW1726  MODELED GRAV-     980,151.6   (mgal)                       NAVD 88
 KW1726
 KW1726  VERT ORDER  -  FIRST     CLASS I
 KW1726
 KW1726.The horizontal coordinates were scaled from a topographic map and have
 KW1726.an estimated accuracy of +/- 6 seconds.
 KW1726
 KW1726.The orthometric height was determined by differential leveling
 KW1726.and adjusted by the National Geodetic Survey in June 1991..
 KW1726
 KW1726.The geoid height was determined by GEOID03.
 KW1726
 KW1726.The dynamic height is computed by dividing the NAVD 88
 KW1726.geopotential number by the normal gravity value computed on the
 KW1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1726.degrees latitude (g = 980.6199 gals.).
 KW1726
 KW1726.The modeled gravity was interpolated from observed gravity values.
 KW1726
 KW1726;                    North         East    Units  Estimated Accuracy
 KW1726;SPC PA S     -   140,480.      627,180.      MT  (+/- 180 meters Scaled)
 KW1726
 KW1726                          SUPERSEDED SURVEY CONTROL
 KW1726
 KW1726  NGVD 29 (??/??/??)  143.144  (m)          469.63   (f) ADJUSTED    1 1
 KW1726
 KW1726.Superseded values are not recommended for survey control.
 KW1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1726.See file dsdata.txt to determine how the superseded data were derived.
 KW1726
 KW1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK944969(NAD 83)
 KW1726_MARKER: DB = BENCH MARK DISK
 KW1726_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1726_SP_SET: RETAINING WALL
 KW1726_STAMPING: L 328 1966
 KW1726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1726
 KW1726  HISTORY     - Date     Condition        Report By
 KW1726  HISTORY     - 1966     MONUMENTED       CGS
 KW1726
 KW1726                          STATION DESCRIPTION
 KW1726
 KW1726'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1726'2.4 MI N FROM MIFFLIN.
 KW1726'2.45 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1726'STATION AT MIFFLIN, 13 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 KW1726'OF THE SOUTHWEST SET OF TRACKS, SET IN THE TOP OF THE BOTTOM STONE
 KW1726'AT THE NORTHEAST END OF A STONE RETAINING WALL WHICH IS AT THE
 KW1726'NORTHWEST END OF A STONE ABUTMENT OF AN OLD BRIDGE THAT ONCE CROSSED
 KW1726'THE TRACKS, 61 FEET NORTHEAST OF THE CENTER LNE OF A PAVED ROAD
 KW1726'WHICH PARALLELS THE TRACKS, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 KW1726'TRACKS, AND ABOUT 10 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0817 ***********************************************************************
 KW0817  DESIGNATION -  L 329
 KW0817  PID         -  KW0817
 KW0817  STATE/COUNTY-  PA/LEBANON
 KW0817  USGS QUAD   -  PALMYRA (1990)
 KW0817
 KW0817                         *CURRENT SURVEY CONTROL
 KW0817  ___________________________________________________________________
 KW0817* NAD 83(1986)-  40 18 58.     (N)    076 35 19.     (W)     SCALED    
 KW0817* NAVD 88     -       137.723  (meters)     451.85   (feet)  ADJUSTED  
 KW0817  ___________________________________________________________________
 KW0817  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 KW0817  DYNAMIC HT  -         137.652 (meters)     451.61  (feet)  COMP
 KW0817  MODELED GRAV-     980,107.3   (mgal)                       NAVD 88
 KW0817
 KW0817  VERT ORDER  -  FIRST     CLASS I
 KW0817
 KW0817.The horizontal coordinates were scaled from a topographic map and have
 KW0817.an estimated accuracy of +/- 6 seconds.
 KW0817
 KW0817.The orthometric height was determined by differential leveling
 KW0817.and adjusted by the National Geodetic Survey in June 1991..
 KW0817
 KW0817.The geoid height was determined by GEOID03.
 KW0817
 KW0817.The dynamic height is computed by dividing the NAVD 88
 KW0817.geopotential number by the normal gravity value computed on the
 KW0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0817.degrees latitude (g = 980.6199 gals.).
 KW0817
 KW0817.The modeled gravity was interpolated from observed gravity values.
 KW0817
 KW0817;                    North         East    Units  Estimated Accuracy
 KW0817;SPC PA S     -   109,770.      698,710.      MT  (+/- 180 meters Scaled)
 KW0817
 KW0817                          SUPERSEDED SURVEY CONTROL
 KW0817
 KW0817  NGVD 29 (??/??/??)  137.931  (m)          452.53   (f) ADJUSTED    1 1
 KW0817
 KW0817.Superseded values are not recommended for survey control.
 KW0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0817.See file dsdata.txt to determine how the superseded data were derived.
 KW0817
 KW0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK650640(NAD 83)
 KW0817_MARKER: DB = BENCH MARK DISK
 KW0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0817_STAMPING: L 329 1966
 KW0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0817+STABILITY: SURFACE MOTION
 KW0817
 KW0817  HISTORY     - Date     Condition        Report By
 KW0817  HISTORY     - 1966     MONUMENTED       CGS
 KW0817  HISTORY     - 20040730 MARK NOT FOUND   USPSQD
 KW0817  HISTORY     - 20051112 MARK NOT FOUND   GEOCAC
 KW0817
 KW0817                          STATION DESCRIPTION
 KW0817
 KW0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0817'0.6 MI E FROM PALMYRA.
 KW0817'ABOUT 0.65 MILE EAST ALONG THE READING COMPANY RAILROAD FROM THE
 KW0817'STATION AT PALMYRA, 198 FEET NORTHEAST OF THE CENTER OF THE
 KW0817'CROSSING OF THE RAILROAD AND NORTH FORGE STREET, 180 FEET EAST
 KW0817'OF THE CENTER LINE OF NORTH FORGE STREET, 39 FEET NORTH OF THE NORTH
 KW0817'RAIL OF THE NORTH TRACK, 30 FEET WEST OF A POWER POLE BRACED BY
 KW0817'4 GUY WIRES, 9 FEET EAST OF THE ANCHOR ROD FOR 2 GUY WIRES, 1.5
 KW0817'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE
 KW0817'LEVEL OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST
 KW0817'PROJECTING 6-INCHES.
 KW0817
 KW0817                          STATION RECOVERY (2004)
 KW0817
 KW0817'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFA)
 KW0817'MARK NOT FOUND.
 KW0817
 KW0817                          STATION RECOVERY (2005)
 KW0817
 KW0817'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0817'AREA HAS BEEN COVERED IN APPROXIMATLY TWO FEET OF GRAVEL AND DIRT.
 KW0817'MARK MAY REMAIN UNDER THE FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0091 ***********************************************************************
 MA0091  DESIGNATION -  L 33
 MA0091  PID         -  MA0091
 MA0091  STATE/COUNTY-  PA/POTTER
 MA0091  USGS QUAD   -  COUDERSPORT (1983)
 MA0091
 MA0091                         *CURRENT SURVEY CONTROL
 MA0091  ___________________________________________________________________
 MA0091* NAD 83(1986)-  41 47 15.     (N)    078 00 58.     (W)     SCALED    
 MA0091* NAVD 88     -       511.328  (meters)    1677.58   (feet)  ADJUSTED  
 MA0091  ___________________________________________________________________
 MA0091  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 MA0091  DYNAMIC HT  -         511.113 (meters)    1676.88  (feet)  COMP
 MA0091  MODELED GRAV-     980,186.6   (mgal)                       NAVD 88
 MA0091
 MA0091  VERT ORDER  -  SECOND    CLASS 0
 MA0091
 MA0091.The horizontal coordinates were scaled from a topographic map and have
 MA0091.an estimated accuracy of +/- 6 seconds.
 MA0091
 MA0091.The orthometric height was determined by differential leveling
 MA0091.and adjusted by the National Geodetic Survey in June 1991..
 MA0091
 MA0091.The geoid height was determined by GEOID03.
 MA0091
 MA0091.The dynamic height is computed by dividing the NAVD 88
 MA0091.geopotential number by the normal gravity value computed on the
 MA0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0091.degrees latitude (g = 980.6199 gals.).
 MA0091
 MA0091.The modeled gravity was interpolated from observed gravity values.
 MA0091
 MA0091;                    North         East    Units  Estimated Accuracy
 MA0091;SPC PA N     -   180,040.      577,880.      MT  (+/- 180 meters Scaled)
 MA0091
 MA0091                          SUPERSEDED SURVEY CONTROL
 MA0091
 MA0091  NGVD 29 (??/??/92)  511.462  (m)         1678.02   (f) ADJ UNCH    2 0
 MA0091
 MA0091.Superseded values are not recommended for survey control.
 MA0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0091.See file dsdata.txt to determine how the superseded data were derived.
 MA0091
 MA0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG479304(NAD 83)
 MA0091_MARKER: DB = BENCH MARK DISK
 MA0091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0091_SP_SET: ABUTMENT
 MA0091_STAMPING: L 33 1934
 MA0091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0091
 MA0091  HISTORY     - Date     Condition        Report By
 MA0091  HISTORY     - 1934     MONUMENTED       CGS
 MA0091
 MA0091                          STATION DESCRIPTION
 MA0091
 MA0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MA0091'1 MI NE FROM COUDERSPORT.
 MA0091'1.0 MILE NORTHEAST ALONG THE COUDERSPORT AND PORT ALLEGANY RAILROAD
 MA0091'FROM COUDERSPORT, POTTER COUNTY, ABOUT 0.2 MILE SOUTH OF THE
 MA0091'AMERICAN SILVER TRUSS CORP., AT A 70-FOOT SPAN THROUGH PLATE-GIRDER
 MA0091'BRIDGE OVER ALLEGHENY RIVER, IN THE TOP OF THE EAST END OF
 MA0091'THE SOUTH ABUTMENT, 8 FEET EAST OF THE EAST RAIL, AND 3 FEET
 MA0091'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 MA0091'L 33 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1789 ***********************************************************************
 KW1789  DESIGNATION -  L 330
 KW1789  PID         -  KW1789
 KW1789  STATE/COUNTY-  PA/PERRY
 KW1789  USGS QUAD   -  DUNCANNON (1984)
 KW1789
 KW1789                         *CURRENT SURVEY CONTROL
 KW1789  ___________________________________________________________________
 KW1789* NAD 83(1986)-  40 24 09.     (N)    077 00 59.     (W)     SCALED    
 KW1789* NAVD 88     -       110.401  (meters)     362.21   (feet)  ADJUSTED  
 KW1789  ___________________________________________________________________
 KW1789  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 KW1789  DYNAMIC HT  -         110.347 (meters)     362.03  (feet)  COMP
 KW1789  MODELED GRAV-     980,136.3   (mgal)                       NAVD 88
 KW1789
 KW1789  VERT ORDER  -  FIRST     CLASS I
 KW1789
 KW1789.The horizontal coordinates were scaled from a topographic map and have
 KW1789.an estimated accuracy of +/- 6 seconds.
 KW1789
 KW1789.The orthometric height was determined by differential leveling
 KW1789.and adjusted by the National Geodetic Survey in June 1991..
 KW1789
 KW1789.The geoid height was determined by GEOID03.
 KW1789
 KW1789.The dynamic height is computed by dividing the NAVD 88
 KW1789.geopotential number by the normal gravity value computed on the
 KW1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1789.degrees latitude (g = 980.6199 gals.).
 KW1789
 KW1789.The modeled gravity was interpolated from observed gravity values.
 KW1789
 KW1789;                    North         East    Units  Estimated Accuracy
 KW1789;SPC PA S     -   118,970.      662,270.      MT  (+/- 180 meters Scaled)
 KW1789
 KW1789                          SUPERSEDED SURVEY CONTROL
 KW1789
 KW1789  NGVD 29 (??/??/??)  110.624  (m)          362.94   (f) ADJUSTED    1 1
 KW1789
 KW1789.Superseded values are not recommended for survey control.
 KW1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1789.See file dsdata.txt to determine how the superseded data were derived.
 KW1789
 KW1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK288743(NAD 83)
 KW1789_MARKER: DB = BENCH MARK DISK
 KW1789_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1789_SP_SET: OVERPASS WINGWALL
 KW1789_STAMPING: L 330 1966
 KW1789_MARK LOGO: CGS   
 KW1789_MAGNETIC: N = NO MAGNETIC MATERIAL
 KW1789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1789_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW1789+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2006
 KW1789
 KW1789  HISTORY     - Date     Condition        Report By
 KW1789  HISTORY     - 1966     MONUMENTED       CGS
 KW1789  HISTORY     - 1983     GOOD             NGS
 KW1789  HISTORY     - 19931001 GOOD             STEWRT
 KW1789  HISTORY     - 20060618 GOOD             GEOCAC
 KW1789
 KW1789                          STATION DESCRIPTION
 KW1789
 KW1789'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW1789'1.2 MI N FROM DUNCANNON.
 KW1789'ABOUT 1.2 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KW1789'ABANDONED STATION AT DUNCANNON, SET IN THE TOP OF THE WEST END
 KW1789'OF THE CONCRETE WINGWALL OF THE RAILROAD OVERPASS FOR OLD U.S.
 KW1789'HIGHWAYS 11 AND 15, 13 FEET NORTHWEST OF THE NORTHWEST RAIL
 KW1789'OF THE NORTHWEST TRACK, AND ABOUT 1 1/2 FEET BELOW THE LEVEL
 KW1789'OF THE TRACK.
 KW1789
 KW1789                          STATION RECOVERY (1983)
 KW1789
 KW1789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KW1789'RECOVERED IN GOOD CONDITION.
 KW1789
 KW1789                          STATION RECOVERY (1993)
 KW1789
 KW1789'RECOVERY NOTE BY JAMES STEWART INCORPORATED 1993 (JMS)
 KW1789'GOOD.
 KW1789
 KW1789                          STATION RECOVERY (2006)
 KW1789
 KW1789'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW1789'BRIDGE IS 120/62.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0862 ***********************************************************************
 KW0862  DESIGNATION -  L 331
 KW0862  PID         -  KW0862
 KW0862  STATE/COUNTY-  PA/DAUPHIN
 KW0862  USGS QUAD   -  HARRISBURG WEST (1987)
 KW0862
 KW0862                         *CURRENT SURVEY CONTROL
 KW0862  ___________________________________________________________________
 KW0862* NAD 83(1986)-  40 17 26.     (N)    076 53 08.     (W)     SCALED    
 KW0862* NAVD 88     -        97.609  (meters)     320.24   (feet)  ADJUSTED  
 KW0862  ___________________________________________________________________
 KW0862  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 KW0862  DYNAMIC HT  -          97.560 (meters)     320.08  (feet)  COMP
 KW0862  MODELED GRAV-     980,126.2   (mgal)                       NAVD 88
 KW0862
 KW0862  VERT ORDER  -  FIRST     CLASS I
 KW0862
 KW0862.The horizontal coordinates were scaled from a topographic map and have
 KW0862.an estimated accuracy of +/- 6 seconds.
 KW0862
 KW0862.The orthometric height was determined by differential leveling
 KW0862.and adjusted by the National Geodetic Survey in June 1991..
 KW0862
 KW0862.The geoid height was determined by GEOID03.
 KW0862
 KW0862.The dynamic height is computed by dividing the NAVD 88
 KW0862.geopotential number by the normal gravity value computed on the
 KW0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0862.degrees latitude (g = 980.6199 gals.).
 KW0862
 KW0862.The modeled gravity was interpolated from observed gravity values.
 KW0862
 KW0862;                    North         East    Units  Estimated Accuracy
 KW0862;SPC PA S     -   106,650.      673,500.      MT  (+/- 180 meters Scaled)
 KW0862
 KW0862                          SUPERSEDED SURVEY CONTROL
 KW0862
 KW0862  NGVD 29 (??/??/??)   97.819  (m)          320.93   (f) ADJUSTED    1 1
 KW0862
 KW0862.Superseded values are not recommended for survey control.
 KW0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0862.See file dsdata.txt to determine how the superseded data were derived.
 KW0862
 KW0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK397617(NAD 83)
 KW0862_MARKER: DB = BENCH MARK DISK
 KW0862_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW0862_SP_SET: CULVERT
 KW0862_STAMPING: L 331 1966
 KW0862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW0862
 KW0862  HISTORY     - Date     Condition        Report By
 KW0862  HISTORY     - 1966     MONUMENTED       CGS
 KW0862  HISTORY     - 1966     GOOD             CGS
 KW0862  HISTORY     - 1973     GOOD             PADT
 KW0862  HISTORY     - 20010108 MARK NOT FOUND   PADT
 KW0862
 KW0862                          STATION DESCRIPTION
 KW0862
 KW0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW0862'1.8 MI NE FROM HARRISBURG.
 KW0862'ABOUT 1.45 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM
 KW0862'THE STATION AT HARRISBURG, THENCE 152 YARDS NORTHEAST AND
 KW0862'ACORSS THE TRACKS TO A DIRT ROAD WHICH CROSSES THE MOST EASTERLY
 KW0862'TRACK, THENCE 0.25 MILE NORTH ALONG A DIRT ROAD WHICH PARALLELS
 KW0862'THE EAST SIDE OF THE TRACK, THENCE 0.15 MILE EAST ALONG A DIRT
 KW0862'ROAD, SET IN THE TOP OF THE EAST END OF THE WEST CONCRETE
 KW0862'HEADWALL OF A LARGE CULVERT WITH A CABLE RAILING, 240 FEET
 KW0862'SOUTHWEST OF THE CENTER LINE OF PARK DRIVE, 19 FEET NORTH OF
 KW0862'THE CENTER LINE OF THE DIRT ROAD, ABOUT 2 FEET ABOVE THE LEVEL
 KW0862'OF THE ROAD.
 KW0862
 KW0862                          STATION RECOVERY (1966)
 KW0862
 KW0862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 KW0862'RECOVERED IN GOOD CONDITION.
 KW0862
 KW0862                          STATION RECOVERY (1973)
 KW0862
 KW0862'RECOVERY NOTE BY PA DEPT OF TRANSP 1973
 KW0862'RECOVERED IN GOOD CONDITION.
 KW0862
 KW0862                          STATION RECOVERY (2001)
 KW0862
 KW0862'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (SMM)
 KW0862'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0667 ***********************************************************************
 KX0667  DESIGNATION -  L 332
 KX0667  PID         -  KX0667
 KX0667  STATE/COUNTY-  PA/CLEARFIELD
 KX0667  USGS QUAD   -  CURWENSVILLE (1993)
 KX0667
 KX0667                         *CURRENT SURVEY CONTROL
 KX0667  ___________________________________________________________________
 KX0667* NAD 83(1986)-  40 58 09.     (N)    078 34 43.     (W)     SCALED    
 KX0667* NAVD 88     -       430.714  (meters)    1413.10   (feet)  ADJUSTED  
 KX0667  ___________________________________________________________________
 KX0667  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KX0667  DYNAMIC HT  -         430.501 (meters)    1412.40  (feet)  COMP
 KX0667  MODELED GRAV-     980,114.6   (mgal)                       NAVD 88
 KX0667
 KX0667  VERT ORDER  -  FIRST     CLASS I
 KX0667
 KX0667.The horizontal coordinates were scaled from a topographic map and have
 KX0667.an estimated accuracy of +/- 6 seconds.
 KX0667
 KX0667.The orthometric height was determined by differential leveling
 KX0667.and adjusted by the National Geodetic Survey in June 1991..
 KX0667
 KX0667.The geoid height was determined by GEOID03.
 KX0667
 KX0667.The dynamic height is computed by dividing the NAVD 88
 KX0667.geopotential number by the normal gravity value computed on the
 KX0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0667.degrees latitude (g = 980.6199 gals.).
 KX0667
 KX0667.The modeled gravity was interpolated from observed gravity values.
 KX0667
 KX0667;                    North         East    Units  Estimated Accuracy
 KX0667;SPC PA N     -    89,450.      530,250.      MT  (+/- 180 meters Scaled)
 KX0667
 KX0667                          SUPERSEDED SURVEY CONTROL
 KX0667
 KX0667  NGVD 29 (??/??/92)  430.874  (m)         1413.63   (f) ADJ UNCH    1 1
 KX0667
 KX0667.Superseded values are not recommended for survey control.
 KX0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0667.See file dsdata.txt to determine how the superseded data were derived.
 KX0667
 KX0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF037381(NAD 83)
 KX0667_MARKER: DB = BENCH MARK DISK
 KX0667_SETTING: 66 = SET IN ROCK OUTCROP
 KX0667_SP_SET: ROCK OUTCROP
 KX0667_STAMPING: L 332 1966
 KX0667_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX0667+STABILITY: POSITION/ELEVATION WELL
 KX0667
 KX0667  HISTORY     - Date     Condition        Report By
 KX0667  HISTORY     - 1966     MONUMENTED       CGS
 KX0667
 KX0667                          STATION DESCRIPTION
 KX0667
 KX0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0667'2 MI E FROM GRAMPIAN.
 KX0667'1.95 MILES EAST ALONG U.S. HIGHWAY 322 FROM THE POST OFFICE
 KX0667'AT GRAMPIAN, 0.15 MILE SOUTHWEST OF THE WILDWOOD INN, 74 FEET
 KX0667'NORTH-NORTHEAST OF THE CENTER OF A JUNCTION OF THE HIGHWAY
 KX0667'AND A GRAVELED ROAD, 24 FEET NORTHWEST OF THE CENTER LINE OF THE
 KX0667'HIGHWAY, SET IN THE TOP OF A LEDGE IN A ROCK OUTCROP IN THE
 KX0667'NORTHWEST BANK OF A CUT FOR THE HIGHWAY, ABOUT 2 1/2 FEET
 KX0667'ABOVE THE LEVEL OF THE GROUND, AND ABOUT 3 FEET ABOVE THE LEVEL
 KX0667'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2291 ***********************************************************************
 KW2291  DESIGNATION -  L 333
 KW2291  PID         -  KW2291
 KW2291  STATE/COUNTY-  PA/MIFFLIN
 KW2291  USGS QUAD   -  BELLEVILLE (1973)
 KW2291
 KW2291                         *CURRENT SURVEY CONTROL
 KW2291  ___________________________________________________________________
 KW2291* NAD 83(1986)-  40 32 40.     (N)    077 38 49.     (W)     SCALED    
 KW2291* NAVD 88     -       148.265  (meters)     486.43   (feet)  ADJUSTED  
 KW2291  ___________________________________________________________________
 KW2291  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 KW2291  DYNAMIC HT  -         148.191 (meters)     486.19  (feet)  COMP
 KW2291  MODELED GRAV-     980,130.0   (mgal)                       NAVD 88
 KW2291
 KW2291  VERT ORDER  -  FIRST     CLASS I
 KW2291
 KW2291.The horizontal coordinates were scaled from a topographic map and have
 KW2291.an estimated accuracy of +/- 6 seconds.
 KW2291
 KW2291.The orthometric height was determined by differential leveling
 KW2291.and adjusted by the National Geodetic Survey in June 1991..
 KW2291
 KW2291.The geoid height was determined by GEOID03.
 KW2291
 KW2291.The dynamic height is computed by dividing the NAVD 88
 KW2291.geopotential number by the normal gravity value computed on the
 KW2291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2291.degrees latitude (g = 980.6199 gals.).
 KW2291
 KW2291.The modeled gravity was interpolated from observed gravity values.
 KW2291
 KW2291;                    North         East    Units  Estimated Accuracy
 KW2291;SPC PA S     -   134,480.      608,730.      MT  (+/- 180 meters Scaled)
 KW2291
 KW2291                          SUPERSEDED SURVEY CONTROL
 KW2291
 KW2291  NGVD 29 (??/??/??)  148.464  (m)          487.09   (f) ADJUSTED    1 1
 KW2291
 KW2291.Superseded values are not recommended for survey control.
 KW2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2291.See file dsdata.txt to determine how the superseded data were derived.
 KW2291
 KW2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK758915(NAD 83)
 KW2291_MARKER: DB = BENCH MARK DISK
 KW2291_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW2291_SP_SET: FOUNDATION
 KW2291_STAMPING: L 333 1966
 KW2291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2291
 KW2291  HISTORY     - Date     Condition        Report By
 KW2291  HISTORY     - 1966     MONUMENTED       CGS
 KW2291
 KW2291                          STATION DESCRIPTION
 KW2291
 KW2291'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KW2291'5.8 MI SW FROM LEWISTOWN.
 KW2291'ABOUT 5.1 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW2291'THE STATION AT LEWISTOWN, THENCE 0.25 MILE NORTH ALONG A PAVED
 KW2291'ROAD, THENCE 0.4 MILE WEST ALONG THE ACCESS ROAD TO THE CARGILL
 KW2291'AIRPORT, ABOUT 67 YARDS WEST OF THE OFFICE BUILDING, SET IN THE
 KW2291'TOP OF THE CORNER FOUNDATION STONE AT THE SOUTHWEST CORNER OF THE
 KW2291'MOST WESTERLY OF THREE HANGARS, 1.0 FOOT NORTHWEST OF THE
 KW2291'SOUTHWEST CORNER OF THE HANGAR, AND ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0121 ***********************************************************************
 KX0121  DESIGNATION -  L 334
 KX0121  PID         -  KX0121
 KX0121  STATE/COUNTY-  PA/CENTRE
 KX0121  USGS QUAD   -  HOUTZDALE (1993)
 KX0121
 KX0121                         *CURRENT SURVEY CONTROL
 KX0121  ___________________________________________________________________
 KX0121* NAD 83(1986)-  40 50 13.     (N)    078 15 51.     (W)     SCALED    
 KX0121* NAVD 88     -       482.191  (meters)    1581.99   (feet)  ADJUSTED  
 KX0121  ___________________________________________________________________
 KX0121  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KX0121  DYNAMIC HT  -         481.942 (meters)    1581.17  (feet)  COMP
 KX0121  MODELED GRAV-     980,092.7   (mgal)                       NAVD 88
 KX0121
 KX0121  VERT ORDER  -  FIRST     CLASS I
 KX0121
 KX0121.The horizontal coordinates were scaled from a topographic map and have
 KX0121.an estimated accuracy of +/- 6 seconds.
 KX0121
 KX0121.The orthometric height was determined by differential leveling
 KX0121.and adjusted by the National Geodetic Survey in June 1991..
 KX0121
 KX0121.The geoid height was determined by GEOID03.
 KX0121
 KX0121.The dynamic height is computed by dividing the NAVD 88
 KX0121.geopotential number by the normal gravity value computed on the
 KX0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0121.degrees latitude (g = 980.6199 gals.).
 KX0121
 KX0121.The modeled gravity was interpolated from observed gravity values.
 KX0121
 KX0121;                    North         East    Units  Estimated Accuracy
 KX0121;SPC PA N     -    74,570.      556,630.      MT  (+/- 180 meters Scaled)
 KX0121
 KX0121                          SUPERSEDED SURVEY CONTROL
 KX0121
 KX0121  NGVD 29 (??/??/92)  482.342  (m)         1582.48   (f) ADJ UNCH    1 1
 KX0121
 KX0121.Superseded values are not recommended for survey control.
 KX0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0121.See file dsdata.txt to determine how the superseded data were derived.
 KX0121
 KX0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF306242(NAD 83)
 KX0121_MARKER: DB = BENCH MARK DISK
 KX0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KX0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KX0121_STAMPING: L 334 1966
 KX0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KX0121+STABILITY: SURFACE MOTION
 KX0121
 KX0121  HISTORY     - Date     Condition        Report By
 KX0121  HISTORY     - 1966     MONUMENTED       CGS
 KX0121
 KX0121                          STATION DESCRIPTION
 KX0121
 KX0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0121'0.8 MI S FROM OSCEOLA MILLS.
 KX0121'ABOUT 0.8 MILE SOUTH ALONG THE CLEARFIELD BRANCH OF THE
 KX0121'PENNSYLVANIA RAILROAD FROM THE FREIGHT STATION AT OSCEOLA MILLS,
 KX0121'34 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST SET
 KX0121'OF TRACKS, 8 1/2 FEET SOUTHEAST OF MILEPOST NUMBER 18, 1.8 FEET
 KX0121'NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACKS,
 KX0121'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0355 ***********************************************************************
 MA0355  DESIGNATION -  L 335
 MA0355  PID         -  MA0355
 MA0355  STATE/COUNTY-  PA/CLEARFIELD
 MA0355  USGS QUAD   -  DU BOIS (1994)
 MA0355
 MA0355                         *CURRENT SURVEY CONTROL
 MA0355  ___________________________________________________________________
 MA0355* NAD 83(1986)-  41 04 50.     (N)    078 45 01.     (W)     SCALED    
 MA0355* NAVD 88     -       470.511  (meters)    1543.67   (feet)  ADJUSTED  
 MA0355  ___________________________________________________________________
 MA0355  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 MA0355  DYNAMIC HT  -         470.284 (meters)    1542.92  (feet)  COMP
 MA0355  MODELED GRAV-     980,126.1   (mgal)                       NAVD 88
 MA0355
 MA0355  VERT ORDER  -  FIRST     CLASS I
 MA0355
 MA0355.The horizontal coordinates were scaled from a topographic map and have
 MA0355.an estimated accuracy of +/- 6 seconds.
 MA0355
 MA0355.The orthometric height was determined by differential leveling
 MA0355.and adjusted by the National Geodetic Survey in June 1991..
 MA0355
 MA0355.The geoid height was determined by GEOID03.
 MA0355
 MA0355.The dynamic height is computed by dividing the NAVD 88
 MA0355.geopotential number by the normal gravity value computed on the
 MA0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0355.degrees latitude (g = 980.6199 gals.).
 MA0355
 MA0355.The modeled gravity was interpolated from observed gravity values.
 MA0355
 MA0355;                    North         East    Units  Estimated Accuracy
 MA0355;SPC PA N     -   101,980.      515,950.      MT  (+/- 180 meters Scaled)
 MA0355
 MA0355                          SUPERSEDED SURVEY CONTROL
 MA0355
 MA0355  NGVD 29 (??/??/92)  470.665  (m)         1544.17   (f) ADJ UNCH    1 1
 MA0355
 MA0355.Superseded values are not recommended for survey control.
 MA0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0355.See file dsdata.txt to determine how the superseded data were derived.
 MA0355
 MA0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF889501(NAD 83)
 MA0355_MARKER: DB = BENCH MARK DISK
 MA0355_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0355_SP_SET: FOUNDATION
 MA0355_STAMPING: L 335 1966
 MA0355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0355
 MA0355  HISTORY     - Date     Condition        Report By
 MA0355  HISTORY     - 1966     MONUMENTED       CGS
 MA0355  HISTORY     - 1967     GOOD             NGS
 MA0355
 MA0355                          STATION DESCRIPTION
 MA0355
 MA0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0355'3.6 MI SE FROM DU BOIS.
 MA0355'ABOUT 3.6 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0355'FROM THE UNION BANKING AND TRUST COMPANY BUILDING WHICH WAS
 MA0355'FORMERLY THE BALTIMORE AND OHIO RAILROAD STATION AT DU BOIS,
 MA0355'AT COUNTY ROAD 17072 OVERPASS FOR THE RAILROAD, 3 TELEPHONE
 MA0355'POLES SOUTHEAST OF MILEPOST 0/20, 12 FEET NORTHEAST OF THE
 MA0355'NORTHEAST RAIL OF THE MAIN LINE TRACKS, SET IN THE TOP OF THE
 MA0355'NORTHWEST END OF THE CONCRETE FOUNDATION WHICH SUPPORTS 3
 MA0355'PILLARS OF THE OVERPASS, 1.4 FEET NORTHWEST OF THE MOST
 MA0355'NORTHWESTERLY OF THE 3 PILLARS, ABOUT 6 FEET ABOVE THE LEVEL
 MA0355'OF THE TRACKS, AND ABOUT 6 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0638 ***********************************************************************
 MA0638  DESIGNATION -  L 336
 MA0638  PID         -  MA0638
 MA0638  STATE/COUNTY-  PA/MCKEAN
 MA0638  USGS QUAD   -  BRADFORD (1983)
 MA0638
 MA0638                         *CURRENT SURVEY CONTROL
 MA0638  ___________________________________________________________________
 MA0638* NAD 83(1986)-  41 53 08.     (N)    078 39 11.     (W)     SCALED    
 MA0638* NAVD 88     -       468.336  (meters)    1536.53   (feet)  ADJUSTED  
 MA0638  ___________________________________________________________________
 MA0638  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 MA0638  DYNAMIC HT  -         468.139 (meters)    1535.89  (feet)  COMP
 MA0638  MODELED GRAV-     980,189.5   (mgal)                       NAVD 88
 MA0638
 MA0638  VERT ORDER  -  FIRST     CLASS I
 MA0638
 MA0638.The horizontal coordinates were scaled from a topographic map and have
 MA0638.an estimated accuracy of +/- 6 seconds.
 MA0638
 MA0638.The orthometric height was determined by differential leveling
 MA0638.and adjusted by the National Geodetic Survey in June 1991..
 MA0638
 MA0638.The geoid height was determined by GEOID03.
 MA0638
 MA0638.The dynamic height is computed by dividing the NAVD 88
 MA0638.geopotential number by the normal gravity value computed on the
 MA0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0638.degrees latitude (g = 980.6199 gals.).
 MA0638
 MA0638.The modeled gravity was interpolated from observed gravity values.
 MA0638
 MA0638;                    North         East    Units  Estimated Accuracy
 MA0638;SPC PA N     -   191,280.      525,050.      MT  (+/- 180 meters Scaled)
 MA0638
 MA0638                          SUPERSEDED SURVEY CONTROL
 MA0638
 MA0638  NGVD 29 (??/??/92)  468.471  (m)         1536.98   (f) ADJ UNCH    1 1
 MA0638
 MA0638.Superseded values are not recommended for survey control.
 MA0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0638.See file dsdata.txt to determine how the superseded data were derived.
 MA0638
 MA0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG947397(NAD 83)
 MA0638_MARKER: DB = BENCH MARK DISK
 MA0638_SETTING: 66 = SET IN ROCK OUTCROP
 MA0638_SP_SET: ROCK OUTCROP
 MA0638_STAMPING: L 336 1966
 MA0638_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA0638+STABILITY: POSITION/ELEVATION WELL
 MA0638_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MA0638+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2006
 MA0638
 MA0638  HISTORY     - Date     Condition        Report By
 MA0638  HISTORY     - 1966     MONUMENTED       CGS
 MA0638  HISTORY     - 1967     GOOD             NGS
 MA0638  HISTORY     - 19981205 GOOD             USPSQD
 MA0638  HISTORY     - 20040304 GOOD             USPSQD
 MA0638  HISTORY     - 20060711 GOOD             USPSQD
 MA0638
 MA0638                          STATION DESCRIPTION
 MA0638
 MA0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0638'5 MI S FROM BRADFORD.
 MA0638'ABOUT 4.95 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 MA0638'THE STATION AT BRADFORD, AT THE THIRD POLE SOUTH OF A CROSSING
 MA0638'OF THE RAILROAD AND A ROAD, 26 FEET WEST OF THE FIRST POLE NORTH
 MA0638'OF MILEPOST 127/40, 61 FEET WEST OF THE WEST RAIL OF THE WEST
 MA0638'SET OF TRACKS, SET IN THE TOP OF THE SOUTHWEST POINT OF A LONG
 MA0638'NARROW ROCK OUTCROP WHICH PROJECTS 8 INCHES, AND ABOUT 4 FEET
 MA0638'BELOW THE LEVEL OF THE TRACKS.
 MA0638
 MA0638                          STATION RECOVERY (1998)
 MA0638
 MA0638'RECOVERY NOTE BY US POWER SQUADRON 1998
 MA0638'RECOVERED IN GOOD CONDITION.
 MA0638
 MA0638                          STATION RECOVERY (2004)
 MA0638
 MA0638'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0638'RECOVERED IN GOOD CONDITION.
 MA0638
 MA0638                          STATION RECOVERY (2006)
 MA0638
 MA0638'RECOVERY NOTE BY US POWER SQUADRON 2006 (SG)
 MA0638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0614 ***********************************************************************
 MA0614  DESIGNATION -  L 337
 MA0614  PID         -  MA0614
 MA0614  STATE/COUNTY-  PA/MCKEAN
 MA0614  USGS QUAD   -  HAZEL HURST (1969)
 MA0614
 MA0614                         *CURRENT SURVEY CONTROL
 MA0614  ___________________________________________________________________
 MA0614* NAD 83(1986)-  41 43 59.     (N)    078 37 11.     (W)     SCALED    
 MA0614* NAVD 88     -       670.430  (meters)    2199.57   (feet)  ADJUSTED  
 MA0614  ___________________________________________________________________
 MA0614  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 MA0614  DYNAMIC HT  -         670.133 (meters)    2198.59  (feet)  COMP
 MA0614  MODELED GRAV-     980,156.9   (mgal)                       NAVD 88
 MA0614
 MA0614  VERT ORDER  -  FIRST     CLASS I
 MA0614
 MA0614.The horizontal coordinates were scaled from a topographic map and have
 MA0614.an estimated accuracy of +/- 6 seconds.
 MA0614
 MA0614.The orthometric height was determined by differential leveling
 MA0614.and adjusted by the National Geodetic Survey in June 1991..
 MA0614
 MA0614.The geoid height was determined by GEOID03.
 MA0614
 MA0614.The dynamic height is computed by dividing the NAVD 88
 MA0614.geopotential number by the normal gravity value computed on the
 MA0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0614.degrees latitude (g = 980.6199 gals.).
 MA0614
 MA0614.The modeled gravity was interpolated from observed gravity values.
 MA0614
 MA0614;                    North         East    Units  Estimated Accuracy
 MA0614;SPC PA N     -   174,320.      527,650.      MT  (+/- 180 meters Scaled)
 MA0614
 MA0614                          SUPERSEDED SURVEY CONTROL
 MA0614
 MA0614  NGVD 29 (??/??/92)  670.554  (m)         2199.98   (f) ADJ UNCH    1 1
 MA0614
 MA0614.Superseded values are not recommended for survey control.
 MA0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0614.See file dsdata.txt to determine how the superseded data were derived.
 MA0614
 MA0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG979228(NAD 83)
 MA0614_MARKER: DB = BENCH MARK DISK
 MA0614_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0614_SP_SET: SEMAPHORE BASE
 MA0614_STAMPING: L 337 1966
 MA0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0614
 MA0614  HISTORY     - Date     Condition        Report By
 MA0614  HISTORY     - 1966     MONUMENTED       CGS
 MA0614  HISTORY     - 1967     GOOD             NGS
 MA0614  HISTORY     - 19991116 GOOD             USPSQD
 MA0614  HISTORY     - 20050607 MARK NOT FOUND   USPSQD
 MA0614
 MA0614                          STATION DESCRIPTION
 MA0614
 MA0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0614'1.4 MI NE FROM MT JEWETT.
 MA0614'ABOUT 0.1 MILE NORTH ALONG CENTER STREET FROM THE POST OFFICE
 MA0614'AT MT. JEWETT, THENCE 1.25 MILES NORTHEAST ALONG THE BALTIMORE
 MA0614'AND OHIO RAILROAD, 5 POLES SOUTHWEST OF MILEPOST 145/10, 7 FEET
 MA0614'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST SET OF TRACKS,
 MA0614'SET IN THE TOP OF THE SOUTH CORNER OF THE CONCRETE BASE FOR SEMAPHORE
 MA0614'NUMBER 145.3, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACKS.
 MA0614
 MA0614                          STATION RECOVERY (1999)
 MA0614
 MA0614'RECOVERY NOTE BY US POWER SQUADRON 1999
 MA0614'RECOVERED IN GOOD CONDITION.
 MA0614
 MA0614                          STATION RECOVERY (2005)
 MA0614
 MA0614'RECOVERY NOTE BY US POWER SQUADRON 2005 (SG)
 MA0614'DISK HAS BEEN REMOVED. DISK SHANK REMAINS IN DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0394 ***********************************************************************
 MA0394  DESIGNATION -  L 338
 MA0394  PID         -  MA0394
 MA0394  STATE/COUNTY-  PA/ELK
 MA0394  USGS QUAD   -  CARMAN (1994)
 MA0394
 MA0394                         *CURRENT SURVEY CONTROL
 MA0394  ___________________________________________________________________
 MA0394* NAD 83(1986)-  41 19 18.     (N)    078 50 12.     (W)     SCALED    
 MA0394* NAVD 88     -       432.499  (meters)    1418.96   (feet)  ADJUSTED  
 MA0394  ___________________________________________________________________
 MA0394  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 MA0394  DYNAMIC HT  -         432.306 (meters)    1418.32  (feet)  COMP
 MA0394  MODELED GRAV-     980,164.5   (mgal)                       NAVD 88
 MA0394
 MA0394  VERT ORDER  -  FIRST     CLASS I
 MA0394
 MA0394.The horizontal coordinates were scaled from a topographic map and have
 MA0394.an estimated accuracy of +/- 6 seconds.
 MA0394
 MA0394.The orthometric height was determined by differential leveling
 MA0394.and adjusted by the National Geodetic Survey in June 1991..
 MA0394
 MA0394.The geoid height was determined by GEOID03.
 MA0394
 MA0394.The dynamic height is computed by dividing the NAVD 88
 MA0394.geopotential number by the normal gravity value computed on the
 MA0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0394.degrees latitude (g = 980.6199 gals.).
 MA0394
 MA0394.The modeled gravity was interpolated from observed gravity values.
 MA0394
 MA0394;                    North         East    Units  Estimated Accuracy
 MA0394;SPC PA N     -   128,840.      509,030.      MT  (+/- 180 meters Scaled)
 MA0394
 MA0394                          SUPERSEDED SURVEY CONTROL
 MA0394
 MA0394  NGVD 29 (??/??/92)  432.657  (m)         1419.48   (f) ADJ UNCH    1 1
 MA0394
 MA0394.Superseded values are not recommended for survey control.
 MA0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0394.See file dsdata.txt to determine how the superseded data were derived.
 MA0394
 MA0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF810767(NAD 83)
 MA0394_MARKER: DB = BENCH MARK DISK
 MA0394_SETTING: 66 = SET IN ROCK OUTCROP
 MA0394_SP_SET: ROCK OUTCROP
 MA0394_STAMPING: L 338 1966
 MA0394_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA0394+STABILITY: POSITION/ELEVATION WELL
 MA0394
 MA0394  HISTORY     - Date     Condition        Report By
 MA0394  HISTORY     - 1966     MONUMENTED       CGS
 MA0394  HISTORY     - 1967     GOOD             NGS
 MA0394
 MA0394                          STATION DESCRIPTION
 MA0394
 MA0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0394'6.3 MI N FROM BROCKWAY.
 MA0394'ABOUT 6.3 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD
 MA0394'FROM THE STATION AT BROCKWAY, 5 RAILS NORTH OF SEMAPHORE 187.3,
 MA0394'60 FEET NORTH OF THE 1ST TELEPHONE POLE NORTH OF MILEPOST 187/10,
 MA0394'70 FEET WEST OF THE WEST RAIL OF THE WEST SET OF TRACKS, SET
 MA0394'IN THE TOP OF THE WEST EDGE OF A 16- BY 26-FOOT ROCK OUTCROP,
 MA0394'ABOUT 6 FEET ABOVE THE LEVEL OF THE TRACKS AND ABOUT 8 FEET ABOVE
 MA0394'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0850 ***********************************************************************
 KX0850  DESIGNATION -  L 33.82
 KX0850  PID         -  KX0850
 KX0850  STATE/COUNTY-  PA/INDIANA
 KX0850  USGS QUAD   -  INDIANA (1981)
 KX0850
 KX0850                         *CURRENT SURVEY CONTROL
 KX0850  ___________________________________________________________________
 KX0850* NAD 83(1986)-  40 37 02.     (N)    079 09 49.     (W)     SCALED    
 KX0850* NAVD 88     -       379.861  (meters)    1246.26   (feet)  ADJUSTED  
 KX0850  ___________________________________________________________________
 KX0850  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 KX0850  DYNAMIC HT  -         379.664 (meters)    1245.61  (feet)  COMP
 KX0850  MODELED GRAV-     980,093.8   (mgal)                       NAVD 88
 KX0850
 KX0850  VERT ORDER  -  SECOND    CLASS 0
 KX0850
 KX0850.The horizontal coordinates were scaled from a topographic map and have
 KX0850.an estimated accuracy of +/- 6 seconds.
 KX0850
 KX0850.The orthometric height was determined by differential leveling
 KX0850.and adjusted by the National Geodetic Survey in June 1991..
 KX0850
 KX0850.The geoid height was determined by GEOID03.
 KX0850
 KX0850.The dynamic height is computed by dividing the NAVD 88
 KX0850.geopotential number by the normal gravity value computed on the
 KX0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0850.degrees latitude (g = 980.6199 gals.).
 KX0850
 KX0850.The modeled gravity was interpolated from observed gravity values.
 KX0850
 KX0850;                    North         East    Units  Estimated Accuracy
 KX0850;SPC PA S     -   143,520.      480,390.      MT  (+/- 180 meters Scaled)
 KX0850
 KX0850                          SUPERSEDED SURVEY CONTROL
 KX0850
 KX0850  NGVD 29 (??/??/92)  380.043  (m)         1246.86   (f) ADJ UNCH    2 0
 KX0850
 KX0850.Superseded values are not recommended for survey control.
 KX0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0850.See file dsdata.txt to determine how the superseded data were derived.
 KX0850
 KX0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE553978(NAD 83)
 KX0850_MARKER: DD = SURVEY DISK
 KX0850_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0850_SP_SET: BRIDGE SEAT
 KX0850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0850
 KX0850  HISTORY     - Date     Condition        Report By
 KX0850  HISTORY     - UNK      MONUMENTED       BORR
 KX0850  HISTORY     - 1967     GOOD             NGS
 KX0850
 KX0850                          STATION DESCRIPTION
 KX0850
 KX0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0850'8.1 MI S FROM JOSEPHINE.
 KX0850'ON BRIDGE L-33.82, ON BRIDGE SEAT OF SOUTH ABUTMENT ON LEFT
 KX0850'SIDE OF TRACK 1786+29.0.  A B.R. AND P. RY. STANDARD PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0426 ***********************************************************************
 MA0426  DESIGNATION -  L 339
 MA0426  PID         -  MA0426
 MA0426  STATE/COUNTY-  PA/ELK
 MA0426  USGS QUAD   -  RIDGWAY (1988)
 MA0426
 MA0426                         *CURRENT SURVEY CONTROL
 MA0426  ___________________________________________________________________
 MA0426* NAD 83(1986)-  41 26 31.     (N)    078 43 07.     (W)     SCALED    
 MA0426* NAVD 88     -       426.783  (meters)    1400.20   (feet)  ADJUSTED  
 MA0426  ___________________________________________________________________
 MA0426  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 MA0426  DYNAMIC HT  -         426.596 (meters)    1399.59  (feet)  COMP
 MA0426  MODELED GRAV-     980,174.1   (mgal)                       NAVD 88
 MA0426
 MA0426  VERT ORDER  -  FIRST     CLASS I
 MA0426
 MA0426.The horizontal coordinates were scaled from a topographic map and have
 MA0426.an estimated accuracy of +/- 6 seconds.
 MA0426
 MA0426.The orthometric height was determined by differential leveling
 MA0426.and adjusted by the National Geodetic Survey in June 1991..
 MA0426
 MA0426.The geoid height was determined by GEOID03.
 MA0426
 MA0426.The dynamic height is computed by dividing the NAVD 88
 MA0426.geopotential number by the normal gravity value computed on the
 MA0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0426.degrees latitude (g = 980.6199 gals.).
 MA0426
 MA0426.The modeled gravity was interpolated from observed gravity values.
 MA0426
 MA0426;                    North         East    Units  Estimated Accuracy
 MA0426;SPC PA N     -   142,080.      519,060.      MT  (+/- 180 meters Scaled)
 MA0426
 MA0426                          SUPERSEDED SURVEY CONTROL
 MA0426
 MA0426  NGVD 29 (??/??/92)  426.941  (m)         1400.72   (f) ADJ UNCH    1 1
 MA0426
 MA0426.Superseded values are not recommended for survey control.
 MA0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0426.See file dsdata.txt to determine how the superseded data were derived.
 MA0426
 MA0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF905903(NAD 83)
 MA0426_MARKER: DB = BENCH MARK DISK
 MA0426_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0426_SP_SET: CATCH BASIN
 MA0426_STAMPING: L 339 1966
 MA0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0426_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MA0426+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2005
 MA0426
 MA0426  HISTORY     - Date     Condition        Report By
 MA0426  HISTORY     - 1966     MONUMENTED       CGS
 MA0426  HISTORY     - 1967     GOOD             NGS
 MA0426  HISTORY     - 20040419 GOOD             USPSQD
 MA0426  HISTORY     - 20050516 GOOD             PADT
 MA0426
 MA0426                          STATION DESCRIPTION
 MA0426
 MA0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA0426'2.4 MI NE FROM RIDGWAY.
 MA0426'ABOUT 0.1 MILE NORTHWEST ALONG SOUTH MILL AVENUE FROM THE POST
 MA0426'OFFICE AT RIDGWAY, THENCE 0.2 MILE NORTHEAST ALONG MAIN STREET,
 MA0426'THENCE 2.05 MILES NORTHEAST ALONG U.S. HIGHWAY 219, ON THE INSIDE
 MA0426'OF A CURVE IN THE HIGHWAY, 0.15 MILE SOUTH OF PENNSYLVANIA
 MA0426'RAILROAD MILEPOST 116, 30 1/2 FEET EAST OF THE CENTER LINE OF
 MA0426'THE HIGHWAY, SET IN THE CENTER OF THE TOP OF THE EAST CONCRETE
 MA0426'WALL OF A CATCH BASIN, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF
 MA0426'THE HIGHWAY.
 MA0426
 MA0426                          STATION RECOVERY (2004)
 MA0426
 MA0426'RECOVERY NOTE BY US POWER SQUADRON 2004 (SG)
 MA0426'RECOVERED IN GOOD CONDITION.
 MA0426
 MA0426                          STATION RECOVERY (2005)
 MA0426
 MA0426'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (SAC)
 MA0426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0696 ***********************************************************************
 LZ0696  DESIGNATION -  L 34
 LZ0696  PID         -  LZ0696
 LZ0696  STATE/COUNTY-  PA/TIOGA
 LZ0696  USGS QUAD   -  ELKLAND (1969)
 LZ0696
 LZ0696                         *CURRENT SURVEY CONTROL
 LZ0696  ___________________________________________________________________
 LZ0696* NAD 83(1986)-  41 58 15.     (N)    077 22 28.     (W)     SCALED    
 LZ0696* NAVD 88     -       359.056  (meters)    1178.00   (feet)  ADJUSTED  
 LZ0696  ___________________________________________________________________
 LZ0696  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 LZ0696  DYNAMIC HT  -         358.917 (meters)    1177.55  (feet)  COMP
 LZ0696  MODELED GRAV-     980,226.0   (mgal)                       NAVD 88
 LZ0696
 LZ0696  VERT ORDER  -  SECOND    CLASS 0
 LZ0696
 LZ0696.The horizontal coordinates were scaled from a topographic map and have
 LZ0696.an estimated accuracy of +/- 6 seconds.
 LZ0696
 LZ0696.The orthometric height was determined by differential leveling
 LZ0696.and adjusted by the National Geodetic Survey in June 1991..
 LZ0696
 LZ0696.The geoid height was determined by GEOID03.
 LZ0696
 LZ0696.The dynamic height is computed by dividing the NAVD 88
 LZ0696.geopotential number by the normal gravity value computed on the
 LZ0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0696.degrees latitude (g = 980.6199 gals.).
 LZ0696
 LZ0696.The modeled gravity was interpolated from observed gravity values.
 LZ0696
 LZ0696;                    North         East    Units  Estimated Accuracy
 LZ0696;SPC PA N     -   200,430.      631,130.      MT  (+/- 180 meters Scaled)
 LZ0696
 LZ0696                          SUPERSEDED SURVEY CONTROL
 LZ0696
 LZ0696  NGVD 29 (??/??/92)  359.202  (m)         1178.48   (f) ADJ UNCH    2 0
 LZ0696
 LZ0696.Superseded values are not recommended for survey control.
 LZ0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0696.See file dsdata.txt to determine how the superseded data were derived.
 LZ0696
 LZ0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM032492(NAD 83)
 LZ0696_MARKER: DB = BENCH MARK DISK
 LZ0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0696_STAMPING: L 34 1934
 LZ0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0696+STABILITY: SURFACE MOTION
 LZ0696
 LZ0696  HISTORY     - Date     Condition        Report By
 LZ0696  HISTORY     - 1934     MONUMENTED       CGS
 LZ0696
 LZ0696                          STATION DESCRIPTION
 LZ0696
 LZ0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0696'1.9 MI S FROM OSCEOLA.
 LZ0696'ABOUT 1.9 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM
 LZ0696'OSCEOLA, TIOGA COUNTY, ABOUT 3,000 FEET SOUTH OF MILEPOST C 14,
 LZ0696'ABOUT 150 FEET NORTH OF THE CROSSING OF STATE HIGHWAY 49,
 LZ0696'OPPOSITE A GROUP OF 6 BARNS, 12 FEET WEST OF THE WEST RAIL, AND
 LZ0696'0.5 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 LZ0696'STAMPED L 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1000 ***********************************************************************
 KX1000  DESIGNATION -  L 341
 KX1000  PID         -  KX1000
 KX1000  STATE/COUNTY-  PA/WESTMORELAND
 KX1000  USGS QUAD   -  DERRY (1977)
 KX1000
 KX1000                         *CURRENT SURVEY CONTROL
 KX1000  ___________________________________________________________________
 KX1000* NAD 83(1986)-  40 21 27.     (N)    079 16 23.     (W)     SCALED    
 KX1000* NAVD 88     -       350.127  (meters)    1148.71   (feet)  ADJUSTED  
 KX1000  ___________________________________________________________________
 KX1000  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 KX1000  DYNAMIC HT  -         349.941 (meters)    1148.10  (feet)  COMP
 KX1000  MODELED GRAV-     980,082.9   (mgal)                       NAVD 88
 KX1000
 KX1000  VERT ORDER  -  FIRST     CLASS I
 KX1000
 KX1000.The horizontal coordinates were scaled from a topographic map and have
 KX1000.an estimated accuracy of +/- 6 seconds.
 KX1000
 KX1000.The orthometric height was determined by differential leveling
 KX1000.and adjusted by the National Geodetic Survey in June 1991..
 KX1000
 KX1000.The geoid height was determined by GEOID03.
 KX1000
 KX1000.The dynamic height is computed by dividing the NAVD 88
 KX1000.geopotential number by the normal gravity value computed on the
 KX1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1000.degrees latitude (g = 980.6199 gals.).
 KX1000
 KX1000.The modeled gravity was interpolated from observed gravity values.
 KX1000
 KX1000;                    North         East    Units  Estimated Accuracy
 KX1000;SPC PA S     -   114,830.      470,630.      MT  (+/- 180 meters Scaled)
 KX1000
 KX1000                          SUPERSEDED SURVEY CONTROL
 KX1000
 KX1000  NGVD 29 (??/??/92)  350.291  (m)         1149.25   (f) ADJ UNCH    1 1
 KX1000
 KX1000.Superseded values are not recommended for survey control.
 KX1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1000.See file dsdata.txt to determine how the superseded data were derived.
 KX1000
 KX1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE466688(NAD 83)
 KX1000_MARKER: DB = BENCH MARK DISK
 KX1000_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KX1000_SP_SET: CULVERT
 KX1000_STAMPING: L 341 1966
 KX1000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KX1000
 KX1000  HISTORY     - Date     Condition        Report By
 KX1000  HISTORY     - 1966     MONUMENTED       CGS
 KX1000
 KX1000                          STATION DESCRIPTION
 KX1000
 KX1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX1000'2.1 MI NE FROM DERRY.
 KX1000'2.1 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1000'STATE HIGHWAY 217 OVERPASS OVER THE TRACK, ABOUT 7 1/2 RAILS
 KX1000'SOUTHWEST OF MILEPOST 305, ABOUT 7 RAILS SOUTHWEST OF A CROSSING
 KX1000'OF A BLACK TOP ROAD LEADING TO RIVERVIEW PARK, SET IN THE TOP
 KX1000'OF A CONCRETE RETAINING WALL OF THE HEAD WALL TO A 30-INCH
 KX1000'PIPE CULVERT UNDER A GRAVELED ROAD LEADING TO THE SOUTHEAST,
 KX1000'27 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST ONE OF
 KX1000'THREE TRACKS, 7 1/2 FEET NORTHEAST OF THE SOUTHWEST END OF WALL
 KX1000'AND ABOUT 3 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1225 ***********************************************************************
 KX1225  DESIGNATION -  L 342
 KX1225  PID         -  KX1225
 KX1225  STATE/COUNTY-  PA/WESTMORELAND
 KX1225  USGS QUAD   -  IRWIN (1979)
 KX1225
 KX1225                         *CURRENT SURVEY CONTROL
 KX1225  ___________________________________________________________________
 KX1225* NAD 83(1986)-  40 20 59.     (N)    079 43 54.     (W)     SCALED    
 KX1225* NAVD 88     -       263.504  (meters)     864.51   (feet)  ADJUSTED  
 KX1225  ___________________________________________________________________
 KX1225  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 KX1225  DYNAMIC HT  -         263.364 (meters)     864.05  (feet)  COMP
 KX1225  MODELED GRAV-     980,087.6   (mgal)                       NAVD 88
 KX1225
 KX1225  VERT ORDER  -  FIRST     CLASS I
 KX1225
 KX1225.The horizontal coordinates were scaled from a topographic map and have
 KX1225.an estimated accuracy of +/- 6 seconds.
 KX1225
 KX1225.The orthometric height was determined by differential leveling
 KX1225.and adjusted by the National Geodetic Survey in June 1991..
 KX1225
 KX1225.The geoid height was determined by GEOID03.
 KX1225
 KX1225.The dynamic height is computed by dividing the NAVD 88
 KX1225.geopotential number by the normal gravity value computed on the
 KX1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1225.degrees latitude (g = 980.6199 gals.).
 KX1225
 KX1225.The modeled gravity was interpolated from observed gravity values.
 KX1225
 KX1225;                    North         East    Units  Estimated Accuracy
 KX1225;SPC PA S     -   114,740.      431,670.      MT  (+/- 180 meters Scaled)
 KX1225
 KX1225                          SUPERSEDED SURVEY CONTROL
 KX1225
 KX1225  NGVD 29 (??/??/92)  263.678  (m)          865.08   (f) ADJ UNCH    1 1
 KX1225
 KX1225.Superseded values are not recommended for survey control.
 KX1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1225.See file dsdata.txt to determine how the superseded data were derived.
 KX1225
 KX1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE077673(NAD 83)
 KX1225_MARKER: DB = BENCH MARK DISK
 KX1225_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1225_SP_SET: ABUTMENT
 KX1225_STAMPING: L 342 1966
 KX1225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1225
 KX1225  HISTORY     - Date     Condition        Report By
 KX1225  HISTORY     - 1966     MONUMENTED       CGS
 KX1225
 KX1225                          STATION DESCRIPTION
 KX1225
 KX1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX1225'6.8 MI W FROM JEANNETTE.
 KX1225'ABOUT 6.8 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KX1225'STATION AT JEANNETTE, ABOUT 0.2 MILE NORTHWEST OF MILEPOST NO. 333,
 KX1225'SET VERTICALLY IN THE NORTHEAST FACE OF THE STONE ABUTMENT TO A
 KX1225'BLACKTOP ROAD OVERPASS OVER THE TRACK, THE STONE ABUTMENT IS A
 KX1225'PART OF A STONE WALL THAT IS ABOUT 100 YARDS LONG 15 FEET HIGH THAT
 KX1225'SUPPORTS A LARGE ROCK CUT THAT IS JAGGED AND RATHER SHALEY,
 KX1225'12.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST ONE
 KX1225'OF 4 TRACKS, 18 FEET SOUTHEAST OF THE CENTERLINE OF THE OVERPASS,
 KX1225'2 FEET ABOVE THE GROUND AND ABOUT LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0406 ***********************************************************************
 KY0406  DESIGNATION -  L 343
 KY0406  PID         -  KY0406
 KY0406  STATE/COUNTY-  PA/ALLEGHENY
 KY0406  USGS QUAD   -  PITTSBURGH WEST (1997)
 KY0406
 KY0406                         *CURRENT SURVEY CONTROL
 KY0406  ___________________________________________________________________
 KY0406* NAD 83(1986)-  40 26 30.     (N)    080 01 08.     (W)     SCALED    
 KY0406* NAVD 88     -       236.229  (meters)     775.03   (feet)  ADJUSTED  
 KY0406  ___________________________________________________________________
 KY0406  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 KY0406  DYNAMIC HT  -         236.107 (meters)     774.63  (feet)  COMP
 KY0406  MODELED GRAV-     980,105.3   (mgal)                       NAVD 88
 KY0406
 KY0406  VERT ORDER  -  FIRST     CLASS I
 KY0406
 KY0406.The horizontal coordinates were scaled from a topographic map and have
 KY0406.an estimated accuracy of +/- 6 seconds.
 KY0406
 KY0406.The orthometric height was determined by differential leveling
 KY0406.and adjusted by the National Geodetic Survey in June 1991..
 KY0406
 KY0406.The geoid height was determined by GEOID03.
 KY0406
 KY0406.The dynamic height is computed by dividing the NAVD 88
 KY0406.geopotential number by the normal gravity value computed on the
 KY0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0406.degrees latitude (g = 980.6199 gals.).
 KY0406
 KY0406.The modeled gravity was interpolated from observed gravity values.
 KY0406
 KY0406;                    North         East    Units  Estimated Accuracy
 KY0406;SPC PA S     -   125,540.      407,530.      MT  (+/- 180 meters Scaled)
 KY0406
 KY0406                          SUPERSEDED SURVEY CONTROL
 KY0406
 KY0406  NGVD 29 (??/??/92)  236.383  (m)          775.53   (f) ADJ UNCH    1 1
 KY0406
 KY0406.Superseded values are not recommended for survey control.
 KY0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0406.See file dsdata.txt to determine how the superseded data were derived.
 KY0406
 KY0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE832772(NAD 83)
 KY0406_MARKER: DB = BENCH MARK DISK
 KY0406_SETTING: 66 = SET IN ROCK OUTCROP
 KY0406_SP_SET: ROCK CUT
 KY0406_STAMPING: L 343 1966
 KY0406_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY0406+STABILITY: POSITION/ELEVATION WELL
 KY0406
 KY0406  HISTORY     - Date     Condition        Report By
 KY0406  HISTORY     - 1966     MONUMENTED       CGS
 KY0406
 KY0406                          STATION DESCRIPTION
 KY0406
 KY0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KY0406'AT PITTSBURGH.
 KY0406'ABOUT 0.3 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE FORT
 KY0406'PITT BRIDGE AT PITTSBURGH, ABOUT 0.1 MILE WEST OF THE MINE TRACK
 KY0406'INCLINE UP THE MOUNTAIN, SET VERTICALLY IN THE NORTH FACE NEAR THE
 KY0406'EAST END OF A ROCK CUT THAT IS ABOUT 0.3 MILES LONG AND 250 FEET
 KY0406'HIGH AT THE MARK, 65 FEET SOUTH AND ACROSS THE TRACKS FROM THE
 KY0406'EAST END OF A METAL GUARD RAIL ON TOP OF A STONE WALL, 9 1/2 FEET
 KY0406'SOUTH OF THE SOUTH RAIL OF THE SOUTH ONE OF 4 TRACKS, 2 FEET
 KY0406'ABOVE THE GROUND AND 1 1/2 FEET ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0045 ***********************************************************************
 KX0045  DESIGNATION -  L 344
 KX0045  PID         -  KX0045
 KX0045  STATE/COUNTY-  PA/BLAIR
 KX0045  USGS QUAD   -  BELLWOOD (1984)
 KX0045
 KX0045                         *CURRENT SURVEY CONTROL
 KX0045  ___________________________________________________________________
 KX0045* NAD 83(1986)-  40 36 02.     (N)    078 20 01.     (W)     SCALED    
 KX0045* NAVD 88     -       324.374  (meters)    1064.22   (feet)  ADJUSTED  
 KX0045  ___________________________________________________________________
 KX0045  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 KX0045  DYNAMIC HT  -         324.207 (meters)    1063.67  (feet)  COMP
 KX0045  MODELED GRAV-     980,100.6   (mgal)                       NAVD 88
 KX0045
 KX0045  VERT ORDER  -  FIRST     CLASS I
 KX0045
 KX0045.The horizontal coordinates were scaled from a topographic map and have
 KX0045.an estimated accuracy of +/- 6 seconds.
 KX0045
 KX0045.The orthometric height was determined by differential leveling
 KX0045.and adjusted by the National Geodetic Survey in June 1991..
 KX0045
 KX0045.The geoid height was determined by GEOID03.
 KX0045
 KX0045.The dynamic height is computed by dividing the NAVD 88
 KX0045.geopotential number by the normal gravity value computed on the
 KX0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0045.degrees latitude (g = 980.6199 gals.).
 KX0045
 KX0045.The modeled gravity was interpolated from observed gravity values.
 KX0045
 KX0045;                    North         East    Units  Estimated Accuracy
 KX0045;SPC PA S     -   140,870.      550,610.      MT  (+/- 180 meters Scaled)
 KX0045
 KX0045                          SUPERSEDED SURVEY CONTROL
 KX0045
 KX0045  NGVD 29 (??/??/92)  324.537  (m)         1064.75   (f) ADJ UNCH    1 1
 KX0045
 KX0045.Superseded values are not recommended for survey control.
 KX0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0045.See file dsdata.txt to determine how the superseded data were derived.
 KX0045
 KX0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE256978(NAD 83)
 KX0045_MARKER: DB = BENCH MARK DISK
 KX0045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0045_SP_SET: ABUTMENT
 KX0045_STAMPING: L 344 1966
 KX0045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0045_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KX0045+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1999
 KX0045
 KX0045  HISTORY     - Date     Condition        Report By
 KX0045  HISTORY     - 1966     MONUMENTED       CGS
 KX0045  HISTORY     - 19991019 GOOD             PADT
 KX0045
 KX0045                          STATION DESCRIPTION
 KX0045
 KX0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0045'AT BELLWOOD.
 KX0045'AT BELLWOOD, SET VERTICALLY IN THE NORTHEAST FACE OF THE SOUTHEAST
 KX0045'ROCK MASONARY ABUTMENT OF STATE HIGHWAY 865 OVERPASS OVER THE
 KX0045'PENNSYLVANIA RAILROAD, 6 FEET SOUTHEAST OF THE SOUTHEAST RAIL AND
 KX0045'3 FEET ABOVE THE LEVEL OF THE TRACK.
 KX0045
 KX0045                          STATION RECOVERY (1999)
 KX0045
 KX0045'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (TRN)
 KX0045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0407 ***********************************************************************
 KX0407  DESIGNATION -  L 345
 KX0407  PID         -  KX0407
 KX0407  STATE/COUNTY-  PA/CAMBRIA
 KX0407  USGS QUAD   -  CRESSON (1984)
 KX0407
 KX0407                         *CURRENT SURVEY CONTROL
 KX0407  ___________________________________________________________________
 KX0407* NAD 83(1986)-  40 28 40.     (N)    078 34 24.     (W)     SCALED    
 KX0407* NAVD 88     -       655.799  (meters)    2151.57   (feet)  ADJUSTED  
 KX0407  ___________________________________________________________________
 KX0407  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KX0407  DYNAMIC HT  -         655.429 (meters)    2150.35  (feet)  COMP
 KX0407  MODELED GRAV-     980,038.9   (mgal)                       NAVD 88
 KX0407
 KX0407  VERT ORDER  -  FIRST     CLASS I
 KX0407
 KX0407.The horizontal coordinates were scaled from a topographic map and have
 KX0407.an estimated accuracy of +/- 6 seconds.
 KX0407
 KX0407.The orthometric height was determined by differential leveling
 KX0407.and adjusted by the National Geodetic Survey in June 1991..
 KX0407
 KX0407.The geoid height was determined by GEOID03.
 KX0407
 KX0407.The dynamic height is computed by dividing the NAVD 88
 KX0407.geopotential number by the normal gravity value computed on the
 KX0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0407.degrees latitude (g = 980.6199 gals.).
 KX0407
 KX0407.The modeled gravity was interpolated from observed gravity values.
 KX0407
 KX0407;                    North         East    Units  Estimated Accuracy
 KX0407;SPC PA S     -   127,400.      530,190.      MT  (+/- 180 meters Scaled)
 KX0407
 KX0407                          SUPERSEDED SURVEY CONTROL
 KX0407
 KX0407  NGVD 29 (??/??/92)  655.931  (m)         2152.00   (f) ADJ UNCH    1 1
 KX0407
 KX0407.Superseded values are not recommended for survey control.
 KX0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0407.See file dsdata.txt to determine how the superseded data were derived.
 KX0407
 KX0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQE056836(NAD 83)
 KX0407_MARKER: DD = SURVEY DISK
 KX0407_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0407_SP_SET: ABUTMENT
 KX0407_STAMPING: L 345
 KX0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0407
 KX0407  HISTORY     - Date     Condition        Report By
 KX0407  HISTORY     - UNK      MONUMENTED       PADT
 KX0407  HISTORY     - 1966     GOOD             NGS
 KX0407
 KX0407                          STATION DESCRIPTION
 KX0407
 KX0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KX0407'1.8 MI NE FROM CRESSON.
 KX0407'ABOUT 1.75 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 KX0407'THE U.S. HIGHWAY 22 OVERPASS AT CRESSON, AT THE STATE HIGHWAY 53
 KX0407'OVERPASS OVER THE RAILROAD, SET ON THE TOP OF THE NORTHWEST END
 KX0407'OF THE NORTHEAST CONCRETE ABUTMENT OF THE OVERPASS, 19.5 FEET
 KX0407'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND 1 FOOT ABOVE THE
 KX0407'LEVEL OF THE HIGHWAY.  NOTE-- MARK MAY BE REACHED BY GOING 1.25
 KX0407'MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE JACKSON
 KX0407'STREET OVERPASS AT GALLITZIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0492 ***********************************************************************
 KX0492  DESIGNATION -  L 346
 KX0492  PID         -  KX0492
 KX0492  STATE/COUNTY-  PA/CAMBRIA
 KX0492  USGS QUAD   -  JOHNSTOWN (1981)
 KX0492
 KX0492                         *CURRENT SURVEY CONTROL
 KX0492  ___________________________________________________________________
 KX0492* NAD 83(1986)-  40 21 48.     (N)    078 56 31.     (W)     SCALED    
 KX0492* NAVD 88     -       352.537  (meters)    1156.62   (feet)  ADJUSTED  
 KX0492  ___________________________________________________________________
 KX0492  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KX0492  DYNAMIC HT  -         352.349 (meters)    1156.00  (feet)  COMP
 KX0492  MODELED GRAV-     980,081.2   (mgal)                       NAVD 88
 KX0492
 KX0492  VERT ORDER  -  FIRST     CLASS I
 KX0492
 KX0492.The horizontal coordinates were scaled from a topographic map and have
 KX0492.an estimated accuracy of +/- 6 seconds.
 KX0492
 KX0492.The orthometric height was determined by differential leveling
 KX0492.and adjusted by the National Geodetic Survey in June 1991..
 KX0492
 KX0492.The geoid height was determined by GEOID03.
 KX0492
 KX0492.The dynamic height is computed by dividing the NAVD 88
 KX0492.geopotential number by the normal gravity value computed on the
 KX0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0492.degrees latitude (g = 980.6199 gals.).
 KX0492
 KX0492.The modeled gravity was interpolated from observed gravity values.
 KX0492
 KX0492;                    North         East    Units  Estimated Accuracy
 KX0492;SPC PA S     -   115,050.      498,760.      MT  (+/- 180 meters Scaled)
 KX0492
 KX0492                          SUPERSEDED SURVEY CONTROL
 KX0492
 KX0492  NGVD 29 (??/??/92)  352.708  (m)         1157.18   (f) ADJ UNCH    1 1
 KX0492
 KX0492.Superseded values are not recommended for survey control.
 KX0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0492.See file dsdata.txt to determine how the superseded data were derived.
 KX0492
 KX0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE747701(NAD 83)
 KX0492_MARKER: DB = BENCH MARK DISK
 KX0492_SETTING: 66 = SET IN ROCK OUTCROP
 KX0492_SP_SET: ROCK LEDGE
 KX0492_STAMPING: L 346 1966
 KX0492_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX0492+STABILITY: POSITION/ELEVATION WELL
 KX0492
 KX0492  HISTORY     - Date     Condition        Report By
 KX0492  HISTORY     - 1966     MONUMENTED       CGS
 KX0492
 KX0492                          STATION DESCRIPTION
 KX0492
 KX0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KX0492'2.8 MI NW FROM JOHNSTOWN.
 KX0492'ABOUT 2.8 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD
 KX0492'FROM THE STATION AT JOHNSTOWN, 392 FEET SOUTHEAST OF AND
 KX0492'ACROSS ALL TRACKS FROM MILEPOST 278, SET ON THE TOP OF A
 KX0492'ROCK LEDGE AT THE BASE OF A ROCK CUT, 115 FEET NORTHWEST OF THE
 KX0492'SOUTHEAST END OF THE CUT, 12.2 FEET SOUTHWEST OF THE
 KX0492'SOUTHWEST RAIL OF THE MAIN TRACK AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY0067 ***********************************************************************
 KY0067  DESIGNATION -  L 347
 KY0067  PID         -  KY0067
 KY0067  STATE/COUNTY-  PA/BEAVER
 KY0067  USGS QUAD   -  BEAVER FALLS (1990)
 KY0067
 KY0067                         *CURRENT SURVEY CONTROL
 KY0067  ___________________________________________________________________
 KY0067* NAD 83(1986)-  40 47 55.     (N)    080 20 05.     (W)     SCALED    
 KY0067* NAVD 88     -       278.859  (meters)     914.89   (feet)  ADJUSTED  
 KY0067  ___________________________________________________________________
 KY0067  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 KY0067  DYNAMIC HT  -         278.719 (meters)     914.43  (feet)  COMP
 KY0067  MODELED GRAV-     980,113.6   (mgal)                       NAVD 88
 KY0067
 KY0067  VERT ORDER  -  FIRST     CLASS I
 KY0067
 KY0067.The horizontal coordinates were scaled from a topographic map and have
 KY0067.an estimated accuracy of +/- 6 seconds.
 KY0067
 KY0067.The orthometric height was determined by differential leveling
 KY0067.and adjusted by the National Geodetic Survey in June 1991..
 KY0067
 KY0067.The geoid height was determined by GEOID03.
 KY0067
 KY0067.The dynamic height is computed by dividing the NAVD 88
 KY0067.geopotential number by the normal gravity value computed on the
 KY0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY0067.degrees latitude (g = 980.6199 gals.).
 KY0067
 KY0067.The modeled gravity was interpolated from observed gravity values.
 KY0067
 KY0067;                    North         East    Units  Estimated Accuracy
 KY0067;SPC PA S     -   165,890.      381,910.      MT  (+/- 180 meters Scaled)
 KY0067
 KY0067                          SUPERSEDED SURVEY CONTROL
 KY0067
 KY0067  NGVD 29 (06/03/92)  278.981  (m)          915.29   (f) ADJUSTED    1 1
 KY0067
 KY0067.Superseded values are not recommended for survey control.
 KY0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY0067.See file dsdata.txt to determine how the superseded data were derived.
 KY0067
 KY0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF561166(NAD 83)
 KY0067_MARKER: DB = BENCH MARK DISK
 KY0067_SETTING: 66 = SET IN ROCK OUTCROP
 KY0067_SP_SET: ROCK OUTCROP
 KY0067_STAMPING: L 347 1966
 KY0067_MARK LOGO: CGS   
 KY0067_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KY0067+STABILITY: POSITION/ELEVATION WELL
 KY0067
 KY0067  HISTORY     - Date     Condition        Report By
 KY0067  HISTORY     - 1966     MONUMENTED       CGS
 KY0067  HISTORY     - 1984     GOOD             NGS
 KY0067
 KY0067                          STATION DESCRIPTION
 KY0067
 KY0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KY0067'1.2 MI S FROM HOMEWOOD.
 KY0067'ABOUT 1.2 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 KY0067'OVERPASS AT HOMEWOOD, ABOUT 0.4 MILE SOUTH OF MILEPOST P 34,
 KY0067'40 YARDS NORTH OF THE NORTHWEST CORNER OF A 250-FOOT CONCRETE
 KY0067'BRIDGE UNDER STATE HIGHWAY 18 AND OVER A STREAM, IN THE TOP
 KY0067'NEAR THE SOUTH END OF A FLAT ROCK OUTCROP THAT THE EXPOSED
 KY0067'PORTION IS ABOUT 15-BY-30-FOOT AND FLUSH WITH THE GROUND,
 KY0067'32.0 FEET SOUTHEAST OF THE SOUTHEASTERNMOST RAIL, AND ABOUT
 KY0067'1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 KY0067
 KY0067                          STATION RECOVERY (1984)
 KY0067
 KY0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KY0067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1605 ***********************************************************************
 MA1605  DESIGNATION -  L 348
 MA1605  PID         -  MA1605
 MA1605  STATE/COUNTY-  PA/CRAWFORD
 MA1605  USGS QUAD   -  TITUSVILLE NORTH (1973)
 MA1605
 MA1605                         *CURRENT SURVEY CONTROL
 MA1605  ___________________________________________________________________
 MA1605* NAD 83(1986)-  41 37 37.     (N)    079 41 14.     (W)     SCALED    
 MA1605* NAVD 88     -       367.033  (meters)    1204.17   (feet)  ADJUSTED  
 MA1605  ___________________________________________________________________
 MA1605  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 MA1605  DYNAMIC HT  -         366.879 (meters)    1203.67  (feet)  COMP
 MA1605  MODELED GRAV-     980,192.2   (mgal)                       NAVD 88
 MA1605
 MA1605  VERT ORDER  -  SECOND    CLASS 0
 MA1605
 MA1605.The horizontal coordinates were scaled from a topographic map and have
 MA1605.an estimated accuracy of +/- 6 seconds.
 MA1605
 MA1605.The orthometric height was determined by differential leveling
 MA1605.and adjusted by the National Geodetic Survey in June 1991..
 MA1605
 MA1605.The geoid height was determined by GEOID03.
 MA1605
 MA1605.The dynamic height is computed by dividing the NAVD 88
 MA1605.geopotential number by the normal gravity value computed on the
 MA1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1605.degrees latitude (g = 980.6199 gals.).
 MA1605
 MA1605.The modeled gravity was interpolated from observed gravity values.
 MA1605
 MA1605;                    North         East    Units  Estimated Accuracy
 MA1605;SPC PA N     -   163,980.      438,590.      MT  (+/- 180 meters Scaled)
 MA1605
 MA1605                          SUPERSEDED SURVEY CONTROL
 MA1605
 MA1605  NGVD 29 (??/??/92)  367.199  (m)         1204.72   (f) ADJ UNCH    2 0
 MA1605
 MA1605.Superseded values are not recommended for survey control.
 MA1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1605.See file dsdata.txt to determine how the superseded data were derived.
 MA1605
 MA1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG093091(NAD 83)
 MA1605_MARKER: DD = SURVEY DISK
 MA1605_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA1605_SP_SET: BRIDGE
 MA1605_STAMPING: L 348 1967
 MA1605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1605
 MA1605  HISTORY     - Date     Condition        Report By
 MA1605  HISTORY     - 1967     MONUMENTED       PADH
 MA1605  HISTORY     - 1967     GOOD             NGS
 MA1605
 MA1605                          STATION DESCRIPTION
 MA1605
 MA1605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MA1605'0.4 MI W FROM TITUSVILLE.
 MA1605'0.4 MILE WEST ALONG STATE HIGHWAY 27 FROM ITS JUNCTION WITH
 MA1605'STATE HIGHWAY 8 IN TITUSVILLE, 21 FEET SOUTH OF THE CENTERLINE
 MA1605'OF HIGHWAY, SET IN THE TOP OF THE SOUTHWEST WINGWALL OF A
 MA1605'BRIDGE OVER A SMALL RIVER AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0915 ***********************************************************************
 MA0915  DESIGNATION -  L 349
 MA0915  PID         -  MA0915
 MA0915  STATE/COUNTY-  PA/WARREN
 MA0915  USGS QUAD   -  LOTTSVILLE (1977)
 MA0915
 MA0915                         *CURRENT SURVEY CONTROL
 MA0915  ___________________________________________________________________
 MA0915* NAD 83(1986)-  41 54 18.     (N)    079 25 44.     (W)     SCALED    
 MA0915* NAVD 88     -       407.622  (meters)    1337.34   (feet)  ADJUSTED  
 MA0915  ___________________________________________________________________
 MA0915  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 MA0915  DYNAMIC HT  -         407.459 (meters)    1336.81  (feet)  COMP
 MA0915  MODELED GRAV-     980,208.7   (mgal)                       NAVD 88
 MA0915
 MA0915  VERT ORDER  -  SECOND    CLASS 0
 MA0915
 MA0915.The horizontal coordinates were scaled from a topographic map and have
 MA0915.an estimated accuracy of +/- 6 seconds.
 MA0915
 MA0915.The orthometric height was determined by differential leveling
 MA0915.and adjusted by the National Geodetic Survey in June 1991..
 MA0915
 MA0915.The geoid height was determined by GEOID03.
 MA0915
 MA0915.The dynamic height is computed by dividing the NAVD 88
 MA0915.geopotential number by the normal gravity value computed on the
 MA0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0915.degrees latitude (g = 980.6199 gals.).
 MA0915
 MA0915.The modeled gravity was interpolated from observed gravity values.
 MA0915
 MA0915;                    North         East    Units  Estimated Accuracy
 MA0915;SPC PA N     -   194,400.      460,710.      MT  (+/- 180 meters Scaled)
 MA0915
 MA0915                          SUPERSEDED SURVEY CONTROL
 MA0915
 MA0915  NGVD 29 (??/??/92)  407.783  (m)         1337.87   (f) ADJ UNCH    2 0
 MA0915
 MA0915.Superseded values are not recommended for survey control.
 MA0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0915.See file dsdata.txt to determine how the superseded data were derived.
 MA0915
 MA0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG303404(NAD 83)
 MA0915_MARKER: DD = SURVEY DISK
 MA0915_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0915_SP_SET: BRIDGE
 MA0915_STAMPING: L 349 1967
 MA0915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0915
 MA0915  HISTORY     - Date     Condition        Report By
 MA0915  HISTORY     - 1967     MONUMENTED       PADH
 MA0915  HISTORY     - 1968     GOOD             NGS
 MA0915  HISTORY     - 19980926 GOOD             USPSQD
 MA0915
 MA0915                          STATION DESCRIPTION
 MA0915
 MA0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MA0915'5.7 MI NW FROM PITTSFIELD.
 MA0915'5.7 MILES NORTHWEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH
 MA0915'STATE HIGHWAY 27 IN PITTSFIELD, SET IN THE TOP OF THE NORTHWEST
 MA0915'WINGWALL OF A BRIDGE, 0.3 MILE NORTHWEST OF THE JUNCTION OF
 MA0915'STATE HIGHWAY 958, 21 FEET SOUTHWEST OF THE CENTERLINE OF
 MA0915'HIGHWAY, AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 MA0915
 MA0915                          STATION RECOVERY (1998)
 MA0915
 MA0915'RECOVERY NOTE BY US POWER SQUADRON 1998
 MA0915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1450 ***********************************************************************
 LZ1450  DESIGNATION -  L 35
 LZ1450  PID         -  LZ1450
 LZ1450  STATE/COUNTY-  PA/POTTER
 LZ1450  USGS QUAD   -  BROOKLAND (1983)
 LZ1450
 LZ1450                         *CURRENT SURVEY CONTROL
 LZ1450  ___________________________________________________________________
 LZ1450* NAD 83(1986)-  41 47 25.     (N)    077 45 41.     (W)     SCALED    
 LZ1450* NAVD 88     -       478.342  (meters)    1569.36   (feet)  ADJUSTED  
 LZ1450  ___________________________________________________________________
 LZ1450  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 LZ1450  DYNAMIC HT  -         478.142 (meters)    1568.70  (feet)  COMP
 LZ1450  MODELED GRAV-     980,189.7   (mgal)                       NAVD 88
 LZ1450
 LZ1450  VERT ORDER  -  SECOND    CLASS 0
 LZ1450
 LZ1450.The horizontal coordinates were scaled from a topographic map and have
 LZ1450.an estimated accuracy of +/- 6 seconds.
 LZ1450
 LZ1450.The orthometric height was determined by differential leveling
 LZ1450.and adjusted by the National Geodetic Survey in June 1991..
 LZ1450
 LZ1450.The geoid height was determined by GEOID03.
 LZ1450
 LZ1450.The dynamic height is computed by dividing the NAVD 88
 LZ1450.geopotential number by the normal gravity value computed on the
 LZ1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1450.degrees latitude (g = 980.6199 gals.).
 LZ1450
 LZ1450.The modeled gravity was interpolated from observed gravity values.
 LZ1450
 LZ1450;                    North         East    Units  Estimated Accuracy
 LZ1450;SPC PA N     -   180,310.      599,050.      MT  (+/- 180 meters Scaled)
 LZ1450
 LZ1450                          SUPERSEDED SURVEY CONTROL
 LZ1450
 LZ1450  NGVD 29 (??/??/92)  478.480  (m)         1569.81   (f) ADJ UNCH    2 0
 LZ1450
 LZ1450.Superseded values are not recommended for survey control.
 LZ1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1450.See file dsdata.txt to determine how the superseded data were derived.
 LZ1450
 LZ1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM705301(NAD 83)
 LZ1450_MARKER: DB = BENCH MARK DISK
 LZ1450_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ1450_SP_SET: ABUTMENT
 LZ1450_STAMPING: L 35 1934
 LZ1450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1450
 LZ1450  HISTORY     - Date     Condition        Report By
 LZ1450  HISTORY     - 1934     MONUMENTED       CGS
 LZ1450
 LZ1450                          STATION DESCRIPTION
 LZ1450
 LZ1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ1450'7.6 MI N FROM GALETON.
 LZ1450'7.6 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 LZ1450'GALETON, POTTER COUNTY, ABOUT 450 FEET WEST OF THE STATION AT
 LZ1450'WALTON, ABOUT 3,200 FEET NORTH OF MILEPOST 7, AT 40-FOOT SPAN
 LZ1450'STEEL HIGHWAY BRIDGE BUILT IN 1902, IN THE SOUTH END OF
 LZ1450'THE EAST ABUTMENT, ABOUT 450 FEET WEST OF THE CENTER LINE OF
 LZ1450'THE TRACK, 12 FEET SOUTH OF THE CENTER LINE OF THE FINISHED
 LZ1450'GRADE, AND ABOUT 2 FEET LOWER THAN THE FINISHED GRADE.  A
 LZ1450'STANDARD DISK, STAMPED L 35 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0680 ***********************************************************************
 MA0680  DESIGNATION -  L 350
 MA0680  PID         -  MA0680
 MA0680  STATE/COUNTY-  PA/MCKEAN
 MA0680  USGS QUAD   -  LUDLOW (1981)
 MA0680
 MA0680                         *CURRENT SURVEY CONTROL
 MA0680  ___________________________________________________________________
 MA0680* NAD 83(1986)-  41 42 16.     (N)    078 53 24.     (W)     SCALED    
 MA0680* NAVD 88     -       525.208  (meters)    1723.12   (feet)  ADJUSTED  
 MA0680  ___________________________________________________________________
 MA0680  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 MA0680  DYNAMIC HT  -         524.985 (meters)    1722.39  (feet)  COMP
 MA0680  MODELED GRAV-     980,181.3   (mgal)                       NAVD 88
 MA0680
 MA0680  VERT ORDER  -  SECOND    CLASS 0
 MA0680
 MA0680.The horizontal coordinates were scaled from a topographic map and have
 MA0680.an estimated accuracy of +/- 6 seconds.
 MA0680
 MA0680.The orthometric height was determined by differential leveling
 MA0680.and adjusted by the National Geodetic Survey in June 1991..
 MA0680
 MA0680.The geoid height was determined by GEOID03.
 MA0680
 MA0680.The dynamic height is computed by dividing the NAVD 88
 MA0680.geopotential number by the normal gravity value computed on the
 MA0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0680.degrees latitude (g = 980.6199 gals.).
 MA0680
 MA0680.The modeled gravity was interpolated from observed gravity values.
 MA0680
 MA0680;                    North         East    Units  Estimated Accuracy
 MA0680;SPC PA N     -   171,400.      505,120.      MT  (+/- 180 meters Scaled)
 MA0680
 MA0680                          SUPERSEDED SURVEY CONTROL
 MA0680
 MA0680  NGVD 29 (??/??/92)  525.329  (m)         1723.52   (f) ADJ UNCH    2 0
 MA0680
 MA0680.Superseded values are not recommended for survey control.
 MA0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0680.See file dsdata.txt to determine how the superseded data were derived.
 MA0680
 MA0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG755191(NAD 83)
 MA0680_MARKER: DB = BENCH MARK DISK
 MA0680_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MA0680_SP_SET: CULVERT
 MA0680_STAMPING: L 350 1968
 MA0680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MA0680_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MA0680+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2006
 MA0680
 MA0680  HISTORY     - Date     Condition        Report By
 MA0680  HISTORY     - 1968     MONUMENTED       CGS
 MA0680  HISTORY     - 20010625 GOOD             USPSQD
 MA0680  HISTORY     - 20040710 GOOD             USPSQD
 MA0680  HISTORY     - 20060524 GOOD             USPSQD
 MA0680
 MA0680                          STATION DESCRIPTION
 MA0680
 MA0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MA0680'3.2 MI E FROM LUDLOW.
 MA0680'ABOUT 3.2 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE
 MA0680'IN LUDLOW, SET IN THE TOP OF A U SHAPED HEADWALL OF A CONCRETE
 MA0680'CULVERT, 111 FEET WEST OF THE APPROXIMATE CENTER OF THE JUNCTION
 MA0680'OF U.S. HIGHWAY 6 AND HAMILTON ROAD, 22 FEET NORTHEAST OF THE
 MA0680'APPROXIMATE CENTER OF HAMILTON ROAD, 20 FEET SOUTHWEST OF THE
 MA0680'CENTERLINE OF THE HIGHWAY, AND IS ABOUT LEVEL WITH THE HIGHWAY.
 MA0680
 MA0680                          STATION RECOVERY (2001)
 MA0680
 MA0680'RECOVERY NOTE BY US POWER SQUADRON 2001 (SG)
 MA0680'RECOVERED IN GOOD CONDITION.
 MA0680
 MA0680                          STATION RECOVERY (2004)
 MA0680
 MA0680'RECOVERY NOTE BY US POWER SQUADRON 2004 (SL)
 MA0680'RECOVERED IN GOOD CONDITION.
 MA0680
 MA0680                          STATION RECOVERY (2006)
 MA0680
 MA0680'RECOVERY NOTE BY US POWER SQUADRON 2006 (SG)
 MA0680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1490 ***********************************************************************
 LZ1490  DESIGNATION -  L 351
 LZ1490  PID         -  LZ1490
 LZ1490  STATE/COUNTY-  PA/POTTER
 LZ1490  USGS QUAD   -  BROOKLAND (1983)
 LZ1490
 LZ1490                         *CURRENT SURVEY CONTROL
 LZ1490  ___________________________________________________________________
 LZ1490* NAD 83(1986)-  41 46 58.     (N)    077 48 00.     (W)     SCALED    
 LZ1490* NAVD 88     -       521.347  (meters)    1710.45   (feet)  ADJUSTED  
 LZ1490  ___________________________________________________________________
 LZ1490  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 LZ1490  DYNAMIC HT  -         521.128 (meters)    1709.73  (feet)  COMP
 LZ1490  MODELED GRAV-     980,186.0   (mgal)                       NAVD 88
 LZ1490
 LZ1490  VERT ORDER  -  SECOND    CLASS 0
 LZ1490
 LZ1490.The horizontal coordinates were scaled from a topographic map and have
 LZ1490.an estimated accuracy of +/- 6 seconds.
 LZ1490
 LZ1490.The orthometric height was determined by differential leveling
 LZ1490.and adjusted by the National Geodetic Survey in June 1991..
 LZ1490
 LZ1490.The geoid height was determined by GEOID03.
 LZ1490
 LZ1490.The dynamic height is computed by dividing the NAVD 88
 LZ1490.geopotential number by the normal gravity value computed on the
 LZ1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1490.degrees latitude (g = 980.6199 gals.).
 LZ1490
 LZ1490.The modeled gravity was interpolated from observed gravity values.
 LZ1490
 LZ1490;                    North         East    Units  Estimated Accuracy
 LZ1490;SPC PA N     -   179,480.      595,840.      MT  (+/- 180 meters Scaled)
 LZ1490
 LZ1490                          SUPERSEDED SURVEY CONTROL
 LZ1490
 LZ1490  NGVD 29 (??/??/92)  521.471  (m)         1710.86   (f) ADJ UNCH    2 0
 LZ1490
 LZ1490.Superseded values are not recommended for survey control.
 LZ1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1490.See file dsdata.txt to determine how the superseded data were derived.
 LZ1490
 LZ1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTM673294(NAD 83)
 LZ1490_MARKER: DB = BENCH MARK DISK
 LZ1490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1490_SP_SET: CULVERT
 LZ1490_STAMPING: L 351 1968
 LZ1490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1490
 LZ1490  HISTORY     - Date     Condition        Report By
 LZ1490  HISTORY     - 1968     MONUMENTED       CGS
 LZ1490
 LZ1490                          STATION DESCRIPTION
 LZ1490
 LZ1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ1490'8.3 MI E FROM SWEDEN VALLEY.
 LZ1490'8.3 MILES EAST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH STATE
 LZ1490'HIGHWAY 44 IN SWEDEN VALLEY, SET IN THE TOP OF THE SOUTHEAST
 LZ1490'WINGWALL OF A LARGE BOX CULVERT, 29 FEET SOUTH OF THE CENTERLINE
 LZ1490'OF HIGHWAY AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0071 ***********************************************************************
 MA0071  DESIGNATION -  L 352
 MA0071  PID         -  MA0071
 MA0071  STATE/COUNTY-  PA/POTTER
 MA0071  USGS QUAD   -  ROULETTE (1983)
 MA0071
 MA0071                         *CURRENT SURVEY CONTROL
 MA0071  ___________________________________________________________________
 MA0071* NAD 83(1986)-  41 47 22.     (N)    078 10 41.     (W)     SCALED    
 MA0071* NAVD 88     -       461.437  (meters)    1513.90   (feet)  ADJUSTED  
 MA0071  ___________________________________________________________________
 MA0071  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 MA0071  DYNAMIC HT  -         461.248 (meters)    1513.28  (feet)  COMP
 MA0071  MODELED GRAV-     980,199.1   (mgal)                       NAVD 88
 MA0071
 MA0071  VERT ORDER  -  SECOND    CLASS 0
 MA0071
 MA0071.The horizontal coordinates were scaled from a topographic map and have
 MA0071.an estimated accuracy of +/- 6 seconds.
 MA0071
 MA0071.The orthometric height was determined by differential leveling
 MA0071.and adjusted by the National Geodetic Survey in June 1991..
 MA0071
 MA0071.The geoid height was determined by GEOID03.
 MA0071
 MA0071.The dynamic height is computed by dividing the NAVD 88
 MA0071.geopotential number by the normal gravity value computed on the
 MA0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0071.degrees latitude (g = 980.6199 gals.).
 MA0071
 MA0071.The modeled gravity was interpolated from observed gravity values.
 MA0071
 MA0071;                    North         East    Units  Estimated Accuracy
 MA0071;SPC PA N     -   180,310.      564,420.      MT  (+/- 180 meters Scaled)
 MA0071
 MA0071                          SUPERSEDED SURVEY CONTROL
 MA0071
 MA0071  NGVD 29 (??/??/92)  461.578  (m)         1514.36   (f) ADJ UNCH    2 0
 MA0071
 MA0071.Superseded values are not recommended for survey control.
 MA0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0071.See file dsdata.txt to determine how the superseded data were derived.
 MA0071
 MA0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQG344302(NAD 83)
 MA0071_MARKER: DB = BENCH MARK DISK
 MA0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0071_STAMPING: L 352 1968
 MA0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0071+STABILITY: SURFACE MOTION
 MA0071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MA0071+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2005
 MA0071
 MA0071  HISTORY     - Date     Condition        Report By
 MA0071  HISTORY     - 1968     MONUMENTED       CGS
 MA0071  HISTORY     - 20030707 GOOD             USPSQD
 MA0071  HISTORY     - 20051027 GOOD             INDIV
 MA0071  HISTORY     - 20051121 GOOD             USPSQD
 MA0071
 MA0071                          STATION DESCRIPTION
 MA0071
 MA0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 MA0071'1.5 MI W FROM ROULETTE.
 MA0071'1.5 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE IN
 MA0071'ROULETTE, SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES,
 MA0071'200 FEET SOUTH OF THE APPROXIMATE CENTER OF THE BY-PASS, NOW
 MA0071'UNDER CONSTRUCTION, 32 FEET NORTHEAST OF THE CENTERLINE OF
 MA0071'HIGHWAY, 1.8 FOOT SOUTH OF POWER LINE POLE, 2.5 FEET NORTHWEST
 MA0071'OF A METAL WITNESS SIGN AND IS ABOUT 2 FEET BELOW THE LEVEL OF
 MA0071'HIGHWAY.
 MA0071
 MA0071                          STATION RECOVERY (2003)
 MA0071
 MA0071'RECOVERY NOTE BY US POWER SQUADRON 2003 (SG)
 MA0071'RECOVERED IN GOOD CONDITION.
 MA0071
 MA0071                          STATION RECOVERY (2005)
 MA0071
 MA0071'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JFP)
 MA0071'NEEDED TO CUT BRUSH FOR GPS
 MA0071
 MA0071                          STATION RECOVERY (2005)
 MA0071
 MA0071'RECOVERY NOTE BY US POWER SQUADRON 2005 (SG)
 MA0071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0870 ***********************************************************************
 LZ0870  DESIGNATION -  L 353
 LZ0870  PID         -  LZ0870
 LZ0870  STATE/COUNTY-  PA/TIOGA
 LZ0870  USGS QUAD   -  CROOKED CREEK (1986)
 LZ0870
 LZ0870                         *CURRENT SURVEY CONTROL
 LZ0870  ___________________________________________________________________
 LZ0870* NAD 83(1986)-  41 46 25.     (N)    077 10 40.     (W)     SCALED    
 LZ0870* NAVD 88     -       444.903  (meters)    1459.65   (feet)  ADJUSTED  
 LZ0870  ___________________________________________________________________
 LZ0870  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 LZ0870  DYNAMIC HT  -         444.712 (meters)    1459.03  (feet)  COMP
 LZ0870  MODELED GRAV-     980,181.1   (mgal)                       NAVD 88
 LZ0870
 LZ0870  VERT ORDER  -  SECOND    CLASS 0
 LZ0870
 LZ0870.The horizontal coordinates were scaled from a topographic map and have
 LZ0870.an estimated accuracy of +/- 6 seconds.
 LZ0870
 LZ0870.The orthometric height was determined by differential leveling
 LZ0870.and adjusted by the National Geodetic Survey in June 1991..
 LZ0870
 LZ0870.The geoid height was determined by GEOID03.
 LZ0870
 LZ0870.The dynamic height is computed by dividing the NAVD 88
 LZ0870.geopotential number by the normal gravity value computed on the
 LZ0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0870.degrees latitude (g = 980.6199 gals.).
 LZ0870
 LZ0870.The modeled gravity was interpolated from observed gravity values.
 LZ0870
 LZ0870;                    North         East    Units  Estimated Accuracy
 LZ0870;SPC PA N     -   178,620.      647,580.      MT  (+/- 180 meters Scaled)
 LZ0870
 LZ0870                          SUPERSEDED SURVEY CONTROL
 LZ0870
 LZ0870  NGVD 29 (??/??/92)  445.033  (m)         1460.08   (f) ADJ UNCH    2 0
 LZ0870
 LZ0870.Superseded values are not recommended for survey control.
 LZ0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0870.See file dsdata.txt to determine how the superseded data were derived.
 LZ0870
 LZ0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM189269(NAD 83)
 LZ0870_MARKER: DB = BENCH MARK DISK
 LZ0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0870_STAMPING: L 353 1968
 LZ0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0870+STABILITY: SURFACE MOTION
 LZ0870
 LZ0870  HISTORY     - Date     Condition        Report By
 LZ0870  HISTORY     - 1968     MONUMENTED       CGS
 LZ0870
 LZ0870                          STATION DESCRIPTION
 LZ0870
 LZ0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ0870'5.8 MI W FROM MANSFIELD.
 LZ0870'ABOUT 5.8 MILES WEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION
 LZ0870'WITH U.S. HIGHWAY 15 IN MANSFIELD, SET IN THE TOP OF A CONCRETE
 LZ0870'POST PROJECTING 4-INCHES, 330 FEET WEST OF A DRIVEWAY, 26.2
 LZ0870'FEET SOUTH OF THE HIGHWAY, 4.0 FEET NORTHWEST OF A METAL
 LZ0870'WITNESS SIGN 1.7 FEET NORTH OF A FENCE, AT THE EAST END OF A
 LZ0870'SMALL HIGHWAY CUT AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 LZ0870'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0549 ***********************************************************************
 LZ0549  DESIGNATION -  L 354
 LZ0549  PID         -  LZ0549
 LZ0549  STATE/COUNTY-  PA/TIOGA
 LZ0549  USGS QUAD   -  ROSEVILLE (1969)
 LZ0549
 LZ0549                         *CURRENT SURVEY CONTROL
 LZ0549  ___________________________________________________________________
 LZ0549* NAD 83(1986)-  41 48 28.     (N)    076 54 18.     (W)     SCALED    
 LZ0549* NAVD 88     -       537.987  (meters)    1765.05   (feet)  ADJUSTED  
 LZ0549  ___________________________________________________________________
 LZ0549  GEOID HEIGHT-         -32.53  (meters)                     GEOID03
 LZ0549  DYNAMIC HT  -         537.758 (meters)    1764.29  (feet)  COMP
 LZ0549  MODELED GRAV-     980,180.5   (mgal)                       NAVD 88
 LZ0549
 LZ0549  VERT ORDER  -  SECOND    CLASS 0
 LZ0549
 LZ0549.The horizontal coordinates were scaled from a topographic map and have
 LZ0549.an estimated accuracy of +/- 6 seconds.
 LZ0549
 LZ0549.The orthometric height was determined by differential leveling
 LZ0549.and adjusted by the National Geodetic Survey in June 1991..
 LZ0549
 LZ0549.The geoid height was determined by GEOID03.
 LZ0549
 LZ0549.The dynamic height is computed by dividing the NAVD 88
 LZ0549.geopotential number by the normal gravity value computed on the
 LZ0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0549.degrees latitude (g = 980.6199 gals.).
 LZ0549
 LZ0549.The modeled gravity was interpolated from observed gravity values.
 LZ0549
 LZ0549;                    North         East    Units  Estimated Accuracy
 LZ0549;SPC PA N     -   182,600.      670,220.      MT  (+/- 180 meters Scaled)
 LZ0549
 LZ0549                          SUPERSEDED SURVEY CONTROL
 LZ0549
 LZ0549  NGVD 29 (??/??/92)  538.125  (m)         1765.50   (f) ADJ UNCH    2 0
 LZ0549
 LZ0549.Superseded values are not recommended for survey control.
 LZ0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0549.See file dsdata.txt to determine how the superseded data were derived.
 LZ0549
 LZ0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM417301(NAD 83)
 LZ0549_MARKER: DB = BENCH MARK DISK
 LZ0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0549_STAMPING: L 354 1968
 LZ0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0549+STABILITY: SURFACE MOTION
 LZ0549
 LZ0549  HISTORY     - Date     Condition        Report By
 LZ0549  HISTORY     - 1968     MONUMENTED       CGS
 LZ0549
 LZ0549                          STATION DESCRIPTION
 LZ0549
 LZ0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ0549'6.6 MI W FROM TROY.
 LZ0549'6.65 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE IN
 LZ0549'TROY, SET IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES, 26
 LZ0549'FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 9 FEET EAST-NORTHEAST OF
 LZ0549'A 3-FOOT HICKORY TREE, 2.5 FEET NORTH OF A METAL WITNESS SIGN,
 LZ0549'AND IS ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0851 ***********************************************************************
 KX0851  DESIGNATION -  L 35.41
 KX0851  PID         -  KX0851
 KX0851  STATE/COUNTY-  PA/INDIANA
 KX0851  USGS QUAD   -  INDIANA (1981)
 KX0851
 KX0851                         *CURRENT SURVEY CONTROL
 KX0851  ___________________________________________________________________
 KX0851* NAD 83(1986)-  40 35 41.     (N)    079 09 58.     (W)     SCALED    
 KX0851* NAVD 88     -       359.980  (meters)    1181.03   (feet)  ADJUSTED  
 KX0851  ___________________________________________________________________
 KX0851  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 KX0851  DYNAMIC HT  -         359.791 (meters)    1180.41  (feet)  COMP
 KX0851  MODELED GRAV-     980,088.6   (mgal)                       NAVD 88
 KX0851
 KX0851  VERT ORDER  -  SECOND    CLASS 0
 KX0851
 KX0851.The horizontal coordinates were scaled from a topographic map and have
 KX0851.an estimated accuracy of +/- 6 seconds.
 KX0851
 KX0851.The orthometric height was determined by differential leveling
 KX0851.and adjusted by the National Geodetic Survey in June 1991..
 KX0851
 KX0851.The geoid height was determined by GEOID03.
 KX0851
 KX0851.The dynamic height is computed by dividing the NAVD 88
 KX0851.geopotential number by the normal gravity value computed on the
 KX0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0851.degrees latitude (g = 980.6199 gals.).
 KX0851
 KX0851.The modeled gravity was interpolated from observed gravity values.
 KX0851
 KX0851;                    North         East    Units  Estimated Accuracy
 KX0851;SPC PA S     -   141,020.      480,140.      MT  (+/- 180 meters Scaled)
 KX0851
 KX0851                          SUPERSEDED SURVEY CONTROL
 KX0851
 KX0851  NGVD 29 (??/??/92)  360.174  (m)         1181.67   (f) ADJ UNCH    2 0
 KX0851
 KX0851.Superseded values are not recommended for survey control.
 KX0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0851.See file dsdata.txt to determine how the superseded data were derived.
 KX0851
 KX0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE551953(NAD 83)
 KX0851_MARKER: DD = SURVEY DISK
 KX0851_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0851_SP_SET: BRIDGE SEAT
 KX0851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0851
 KX0851  HISTORY     - Date     Condition        Report By
 KX0851  HISTORY     - UNK      MONUMENTED       BORR
 KX0851  HISTORY     - 1967     GOOD             NGS
 KX0851
 KX0851                          STATION DESCRIPTION
 KX0851
 KX0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KX0851'11 MI S FROM JOSEPHINE.
 KX0851'ON BRIDGE L-35.41, ON BRIDGE SEAT OF NORTH ABUTMENT ON LEFT
 KX0851'SIDE OF TRACK 1870+04.5.  A B.R. AND P. RY. STANDARD PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1290 ***********************************************************************
 LZ1290  DESIGNATION -  L 355
 LZ1290  PID         -  LZ1290
 LZ1290  STATE/COUNTY-  PA/CLINTON
 LZ1290  USGS QUAD   -  FARRANDSVILLE (1973)
 LZ1290
 LZ1290                         *CURRENT SURVEY CONTROL
 LZ1290  ___________________________________________________________________
 LZ1290* NAD 83(1986)-  41 10 00.     (N)    077 31 10.     (W)     SCALED    
 LZ1290* NAVD 88     -       209.812  (meters)     688.36   (feet)  ADJUSTED  
 LZ1290  ___________________________________________________________________
 LZ1290  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 LZ1290  DYNAMIC HT  -         209.718 (meters)     688.05  (feet)  COMP
 LZ1290  MODELED GRAV-     980,169.1   (mgal)                       NAVD 88
 LZ1290
 LZ1290  VERT ORDER  -  SECOND    CLASS 0
 LZ1290
 LZ1290.The horizontal coordinates were scaled from a topographic map and have
 LZ1290.an estimated accuracy of +/- 6 seconds.
 LZ1290
 LZ1290.The orthometric height was determined by differential leveling
 LZ1290.and adjusted by the National Geodetic Survey in June 1991..
 LZ1290
 LZ1290.The geoid height was determined by GEOID03.
 LZ1290
 LZ1290.The dynamic height is computed by dividing the NAVD 88
 LZ1290.geopotential number by the normal gravity value computed on the
 LZ1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1290.degrees latitude (g = 980.6199 gals.).
 LZ1290
 LZ1290.The modeled gravity was interpolated from observed gravity values.
 LZ1290
 LZ1290;                    North         East    Units  Estimated Accuracy
 LZ1290;SPC PA N     -   111,080.      619,350.      MT  (+/- 180 meters Scaled)
 LZ1290
 LZ1290                          SUPERSEDED SURVEY CONTROL
 LZ1290
 LZ1290  NGVD 29 (??/??/92)  210.010  (m)          689.01   (f) ADJ UNCH    2 0
 LZ1290
 LZ1290.Superseded values are not recommended for survey control.
 LZ1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ1290.See file dsdata.txt to determine how the superseded data were derived.
 LZ1290
 LZ1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL886603(NAD 83)
 LZ1290_MARKER: DB = BENCH MARK DISK
 LZ1290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ1290_SP_SET: CATCH BASIN WALL
 LZ1290_STAMPING: L 355 1968
 LZ1290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ1290
 LZ1290  HISTORY     - Date     Condition        Report By
 LZ1290  HISTORY     - 1968     MONUMENTED       CGS
 LZ1290
 LZ1290                          STATION DESCRIPTION
 LZ1290
 LZ1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ1290'5.2 MI NW FROM LOCK HAVEN.
 LZ1290'ABOUT 5.25 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE
 LZ1290'POST OFFICE IN LOCK HAVEN, SET IN THE TOP OF THE EAST END OF
 LZ1290'BACKWALL OF A CATCH BASIN, 56 FEET EAST OF POWER LINE POLE
 LZ1290'NO. 63, 21 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 0.7
 LZ1290'FOOT WEST OF THE EAST END OF BACKWALL, AND IS ABOUT LEVEL WITH
 LZ1290'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0084 ***********************************************************************
 LZ0084  DESIGNATION -  L 356
 LZ0084  PID         -  LZ0084
 LZ0084  STATE/COUNTY-  PA/BRADFORD
 LZ0084  USGS QUAD   -  WYALUSING (1969)
 LZ0084
 LZ0084                         *CURRENT SURVEY CONTROL
 LZ0084  ___________________________________________________________________
 LZ0084* NAD 83(1986)-  41 44 06.     (N)    076 17 47.     (W)     SCALED    
 LZ0084* NAVD 88     -       319.923  (meters)    1049.61   (feet)  ADJUSTED  
 LZ0084  ___________________________________________________________________
 LZ0084  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 LZ0084  DYNAMIC HT  -         319.794 (meters)    1049.19  (feet)  COMP
 LZ0084  MODELED GRAV-     980,211.8   (mgal)                       NAVD 88
 LZ0084
 LZ0084  VERT ORDER  -  SECOND    CLASS 0
 LZ0084
 LZ0084.The horizontal coordinates were scaled from a topographic map and have
 LZ0084.an estimated accuracy of +/- 6 seconds.
 LZ0084
 LZ0084.The orthometric height was determined by differential leveling
 LZ0084.and adjusted by the National Geodetic Survey in June 1991..
 LZ0084
 LZ0084.The geoid height was determined by GEOID03.
 LZ0084
 LZ0084.The dynamic height is computed by dividing the NAVD 88
 LZ0084.geopotential number by the normal gravity value computed on the
 LZ0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0084.degrees latitude (g = 980.6199 gals.).
 LZ0084
 LZ0084.The modeled gravity was interpolated from observed gravity values.
 LZ0084
 LZ0084;                    North         East    Units  Estimated Accuracy
 LZ0084;SPC PA N     -   175,190.      720,920.      MT  (+/- 180 meters Scaled)
 LZ0084
 LZ0084                          SUPERSEDED SURVEY CONTROL
 LZ0084
 LZ0084  NGVD 29 (??/??/92)  320.133  (m)         1050.30   (f) ADJ UNCH    2 0
 LZ0084
 LZ0084.Superseded values are not recommended for survey control.
 LZ0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0084.See file dsdata.txt to determine how the superseded data were derived.
 LZ0084
 LZ0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM921211(NAD 83)
 LZ0084_MARKER: DB = BENCH MARK DISK
 LZ0084_SETTING: 66 = SET IN ROCK OUTCROP
 LZ0084_SP_SET: ROCK CUT
 LZ0084_STAMPING: L 356 1968
 LZ0084_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ0084+STABILITY: POSITION/ELEVATION WELL
 LZ0084
 LZ0084  HISTORY     - Date     Condition        Report By
 LZ0084  HISTORY     - 1968     MONUMENTED       CGS
 LZ0084
 LZ0084                          STATION DESCRIPTION
 LZ0084
 LZ0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ0084'5.2 MI NW FROM WYALUSING.
 LZ0084'5.25 MILES NORTHWEST ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LZ0084'U.S. HIGHWAYS 6 AND 106 IN WYALUSING, SET VERTICALLY IN THE FACE
 LZ0084'OF A ROCK CUT, 1.4 MILES SOUTHEAST OF THE SMALL VILLAGE OF
 LZ0084'RUMMERFIELD, 7.45 MILES SOUTHEAST OF WYSOX, 20.5 FEET NORTHEAST
 LZ0084'OF THE CENTERLINE OF HIGHWAY, 222 FEET NORTHWEST OF A SIDEROAD,
 LZ0084'5.0 FEET NORTHWEST OF THE SOUTHEAST END OF ROCK CUT, 3.5 FEET
 LZ0084'NORTHWEST OF A METAL WITNESS SIGN, AND IS ABOUT 3 FEET ABOVE
 LZ0084'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0022 ***********************************************************************
 LZ0022  DESIGNATION -  L 357
 LZ0022  PID         -  LZ0022
 LZ0022  STATE/COUNTY-  PA/BRADFORD
 LZ0022  USGS QUAD   -  LACEYVILLE (1998)
 LZ0022
 LZ0022                         *CURRENT SURVEY CONTROL
 LZ0022  ___________________________________________________________________
 LZ0022* NAD 83(1986)-  41 39 34.     (N)    076 13 46.     (W)     SCALED    
 LZ0022* NAVD 88     -       215.900  (meters)     708.33   (feet)  ADJUSTED  
 LZ0022  ___________________________________________________________________
 LZ0022  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 LZ0022  DYNAMIC HT  -         215.813 (meters)     708.05  (feet)  COMP
 LZ0022  MODELED GRAV-     980,216.9   (mgal)                       NAVD 88
 LZ0022
 LZ0022  VERT ORDER  -  SECOND    CLASS 0
 LZ0022
 LZ0022.The horizontal coordinates were scaled from a topographic map and have
 LZ0022.an estimated accuracy of +/- 6 seconds.
 LZ0022
 LZ0022.The orthometric height was determined by differential leveling
 LZ0022.and adjusted by the National Geodetic Survey in June 1991..
 LZ0022
 LZ0022.The geoid height was determined by GEOID03.
 LZ0022
 LZ0022.The dynamic height is computed by dividing the NAVD 88
 LZ0022.geopotential number by the normal gravity value computed on the
 LZ0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0022.degrees latitude (g = 980.6199 gals.).
 LZ0022
 LZ0022.The modeled gravity was interpolated from observed gravity values.
 LZ0022
 LZ0022;                    North         East    Units  Estimated Accuracy
 LZ0022;SPC PA N     -   166,890.      726,640.      MT  (+/- 180 meters Scaled)
 LZ0022
 LZ0022                          SUPERSEDED SURVEY CONTROL
 LZ0022
 LZ0022  NGVD 29 (??/??/92)  216.105  (m)          709.00   (f) ADJ UNCH    2 0
 LZ0022
 LZ0022.Superseded values are not recommended for survey control.
 LZ0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0022.See file dsdata.txt to determine how the superseded data were derived.
 LZ0022
 LZ0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM976126(NAD 83)
 LZ0022_MARKER: DB = BENCH MARK DISK
 LZ0022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0022_SP_SET: CATCH BASIN
 LZ0022_STAMPING: L 357 1968
 LZ0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0022
 LZ0022  HISTORY     - Date     Condition        Report By
 LZ0022  HISTORY     - 1968     MONUMENTED       CGS
 LZ0022
 LZ0022                          STATION DESCRIPTION
 LZ0022
 LZ0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LZ0022'2.3 MI E FROM WYALUSING.
 LZ0022'2.3 MILES EAST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH U.S.
 LZ0022'HIGHWAY 106 IN WYALUSING, SET IN THE TOP OF THE EAST END OF
 LZ0022'BACKWALL OF A CATCH BASIN, 43 FEET EAST OF THE APPROXIMATE CENTER
 LZ0022'OF A DRIVEWAY, 21 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 5.7
 LZ0022'FEET EAST OF A METAL WITNESS SIGN AND IS ABOUT 1 FOOT BELOW THE
 LZ0022'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2444 ***********************************************************************
 KW2444  DESIGNATION -  L 358 PADH
 KW2444  PID         -  KW2444
 KW2444  STATE/COUNTY-  PA/CENTRE
 KW2444  USGS QUAD   -  MINGOVILLE (1983)
 KW2444
 KW2444                         *CURRENT SURVEY CONTROL
 KW2444  ___________________________________________________________________
 KW2444* NAD 83(1986)-  40 59 59.     (N)    077 41 47.     (W)     SCALED    
 KW2444* NAVD 88     -       205.309  (meters)     673.58   (feet)  ADJUSTED  
 KW2444  ___________________________________________________________________
 KW2444  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 KW2444  DYNAMIC HT  -         205.212 (meters)     673.27  (feet)  COMP
 KW2444  MODELED GRAV-     980,149.1   (mgal)                       NAVD 88
 KW2444
 KW2444  VERT ORDER  -  SECOND    CLASS 0
 KW2444
 KW2444.The horizontal coordinates were scaled from a topographic map and have
 KW2444.an estimated accuracy of +/- 6 seconds.
 KW2444
 KW2444.The orthometric height was determined by differential leveling
 KW2444.and adjusted by the National Geodetic Survey in June 1991..
 KW2444
 KW2444.The geoid height was determined by GEOID03.
 KW2444
 KW2444.The dynamic height is computed by dividing the NAVD 88
 KW2444.geopotential number by the normal gravity value computed on the
 KW2444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2444.degrees latitude (g = 980.6199 gals.).
 KW2444
 KW2444.The modeled gravity was interpolated from observed gravity values.
 KW2444
 KW2444;                    North         East    Units  Estimated Accuracy
 KW2444;SPC PA N     -    92,520.      604,510.      MT  (+/- 180 meters Scaled)
 KW2444
 KW2444                          SUPERSEDED SURVEY CONTROL
 KW2444
 KW2444  NGVD 29 (??/??/??)  205.513  (m)          674.25   (f) ADJUSTED    2 0
 KW2444
 KW2444.Superseded values are not recommended for survey control.
 KW2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2444.See file dsdata.txt to determine how the superseded data were derived.
 KW2444
 KW2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL732422(NAD 83)
 KW2444_MARKER: DD = SURVEY DISK
 KW2444_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW2444_SP_SET: CULVERT
 KW2444_STAMPING: L 358 1969
 KW2444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW2444
 KW2444  HISTORY     - Date     Condition        Report By
 KW2444  HISTORY     - 1969     MONUMENTED       PADH
 KW2444  HISTORY     - 1969     GOOD             CGS
 KW2444
 KW2444                          STATION DESCRIPTION
 KW2444
 KW2444'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 KW2444'6.2 MI NE FROM MILESBURG.
 KW2444'ABOUT 4.9 MILES NORTHEAST ALONG U.S. HIGHWAY 220 FROM ITS
 KW2444'JUNCTION WITH INTERSTATE HIGHWAY 80, WHICH IS ABOUT 1.3 MILES
 KW2444'NORTHEAST OF MILESBURG, 31 FEET NORTHWEST OF THE CENTERLINE
 KW2444'OF THE HIGHWAY, SET IN THE TOP OF THE NORTHEAST WINGWALL OF A
 KW2444'BOX CULVERT AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE
 KW2444'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0067 ***********************************************************************
 LZ0067  DESIGNATION -  L 359
 LZ0067  PID         -  LZ0067
 LZ0067  STATE/COUNTY-  PA/SULLIVAN
 LZ0067  USGS QUAD   -  DUSHORE (1983)
 LZ0067
 LZ0067                         *CURRENT SURVEY CONTROL
 LZ0067  ___________________________________________________________________
 LZ0067* NAD 83(1986)-  41 30 42.     (N)    076 24 29.     (W)     SCALED    
 LZ0067* NAVD 88     -       446.910  (meters)    1466.24   (feet)  ADJUSTED  
 LZ0067  ___________________________________________________________________
 LZ0067  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 LZ0067  DYNAMIC HT  -         446.714 (meters)    1465.59  (feet)  COMP
 LZ0067  MODELED GRAV-     980,172.7   (mgal)                       NAVD 88
 LZ0067
 LZ0067  VERT ORDER  -  SECOND    CLASS 0
 LZ0067
 LZ0067.The horizontal coordinates were scaled from a topographic map and have
 LZ0067.an estimated accuracy of +/- 6 seconds.
 LZ0067
 LZ0067.The orthometric height was determined by differential leveling
 LZ0067.and adjusted by the National Geodetic Survey in June 1991..
 LZ0067
 LZ0067.The geoid height was determined by GEOID03.
 LZ0067
 LZ0067.The dynamic height is computed by dividing the NAVD 88
 LZ0067.geopotential number by the normal gravity value computed on the
 LZ0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0067.degrees latitude (g = 980.6199 gals.).
 LZ0067
 LZ0067.The modeled gravity was interpolated from observed gravity values.
 LZ0067
 LZ0067;                    North         East    Units  Estimated Accuracy
 LZ0067;SPC PA N     -   150,240.      712,020.      MT  (+/- 180 meters Scaled)
 LZ0067
 LZ0067                          SUPERSEDED SURVEY CONTROL
 LZ0067
 LZ0067  NGVD 29 (??/??/92)  447.080  (m)         1466.80   (f) ADJ UNCH    2 0
 LZ0067
 LZ0067.Superseded values are not recommended for survey control.
 LZ0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0067.See file dsdata.txt to determine how the superseded data were derived.
 LZ0067
 LZ0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL824965(NAD 83)
 LZ0067_MARKER: DB = BENCH MARK DISK
 LZ0067_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0067_SP_SET: BRIDGE
 LZ0067_STAMPING: L 359 1969
 LZ0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0067_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LZ0067+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2005
 LZ0067
 LZ0067  HISTORY     - Date     Condition        Report By
 LZ0067  HISTORY     - 1969     MONUMENTED       CGS
 LZ0067  HISTORY     - 20050820 GOOD             GEOCAC
 LZ0067
 LZ0067                          STATION DESCRIPTION
 LZ0067
 LZ0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LZ0067'1 MI SW FROM DUSHORE.
 LZ0067'1.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 220 FROM THE POST OFFICE
 LZ0067'IN DUSHORE, 22 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, SET
 LZ0067'IN THE TOP OF THE NORTHEAST WINGWALL OF A BRIDGE, AND IS ABOUT
 LZ0067'1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 LZ0067
 LZ0067                          STATION RECOVERY (2005)
 LZ0067
 LZ0067'RECOVERY NOTE BY GEOCACHING 2005 (JLA)
 LZ0067'FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1522 ***********************************************************************
 KW1522  DESIGNATION -  L 36
 KW1522  PID         -  KW1522
 KW1522  STATE/COUNTY-  PA/NORTHUMBERLAND
 KW1522  USGS QUAD   -  TREVORTON (1977)
 KW1522
 KW1522                         *CURRENT SURVEY CONTROL
 KW1522  ___________________________________________________________________
 KW1522* NAD 83(1986)-  40 52 20.     (N)    076 38 16.     (W)     SCALED    
 KW1522* NAVD 88     -       155.714  (meters)     510.87   (feet)  ADJUSTED  
 KW1522  ___________________________________________________________________
 KW1522  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 KW1522  DYNAMIC HT  -         155.646 (meters)     510.65  (feet)  COMP
 KW1522  MODELED GRAV-     980,185.0   (mgal)                       NAVD 88
 KW1522
 KW1522  VERT ORDER  -  SECOND    CLASS 0
 KW1522
 KW1522.The horizontal coordinates were scaled from a topographic map and have
 KW1522.an estimated accuracy of +/- 6 seconds.
 KW1522
 KW1522.The orthometric height was determined by differential leveling
 KW1522.and adjusted by the National Geodetic Survey in June 1991..
 KW1522
 KW1522.The geoid height was determined by GEOID03.
 KW1522
 KW1522.The dynamic height is computed by dividing the NAVD 88
 KW1522.geopotential number by the normal gravity value computed on the
 KW1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1522.degrees latitude (g = 980.6199 gals.).
 KW1522
 KW1522.The modeled gravity was interpolated from observed gravity values.
 KW1522
 KW1522;                    North         East    Units  Estimated Accuracy
 KW1522;SPC PA N     -    78,960.      693,760.      MT  (+/- 180 meters Scaled)
 KW1522
 KW1522                          SUPERSEDED SURVEY CONTROL
 KW1522
 KW1522  NGVD 29 (??/??/??)  155.952  (m)          511.65   (f) ADJUSTED    2 0
 KW1522
 KW1522.Superseded values are not recommended for survey control.
 KW1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1522.See file dsdata.txt to determine how the superseded data were derived.
 KW1522
 KW1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL619258(NAD 83)
 KW1522_MARKER: DB = BENCH MARK DISK
 KW1522_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KW1522_SP_SET: CULVERT
 KW1522_STAMPING: L 36 1934
 KW1522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW1522
 KW1522  HISTORY     - Date     Condition        Report By
 KW1522  HISTORY     - 1934     MONUMENTED       CGS
 KW1522  HISTORY     - 1968     GOOD             USGS
 KW1522  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW1522
 KW1522                          STATION DESCRIPTION
 KW1522
 KW1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1522'1.8 MI E FROM SNYDERTOWN.
 KW1522'1.8 MILES EAST ALONG THE READING CO. RAILWAY FROM SNYDERTOWN,
 KW1522'NORTHUMBERLAND COUNTY, AT THE PLANT OF THE M.E. WALLACE CO., 25
 KW1522'FEET NORTH OF A ROAD CROSSING, IN THE WEST END OF CONCRETE
 KW1522'CULVERT 147/82, 8 FEET WEST OF THE CENTER LINE OF THE TRACK,
 KW1522'AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 KW1522'DISK, STAMPED L 36 1934.
 KW1522
 KW1522                          STATION RECOVERY (1968)
 KW1522
 KW1522'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KW1522'RECOVERED IN GOOD CONDITION.
 KW1522
 KW1522                          STATION RECOVERY (1989)
 KW1522
 KW1522'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0331 ***********************************************************************
 LZ0331  DESIGNATION -  L 360
 LZ0331  PID         -  LZ0331
 LZ0331  STATE/COUNTY-  PA/LYCOMING
 LZ0331  USGS QUAD   -  HUGHESVILLE (1975)
 LZ0331
 LZ0331                         *CURRENT SURVEY CONTROL
 LZ0331  ___________________________________________________________________
 LZ0331* NAD 83(1986)-  41 14 46.     (N)    076 43 32.     (W)     SCALED    
 LZ0331* NAVD 88     -       186.111  (meters)     610.60   (feet)  ADJUSTED  
 LZ0331  ___________________________________________________________________
 LZ0331  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 LZ0331  DYNAMIC HT  -         186.033 (meters)     610.34  (feet)  COMP
 LZ0331  MODELED GRAV-     980,198.5   (mgal)                       NAVD 88
 LZ0331
 LZ0331  VERT ORDER  -  SECOND    CLASS 0
 LZ0331
 LZ0331.The horizontal coordinates were scaled from a topographic map and have
 LZ0331.an estimated accuracy of +/- 6 seconds.
 LZ0331
 LZ0331.The orthometric height was determined by differential leveling
 LZ0331.and adjusted by the National Geodetic Survey in June 1991..
 LZ0331
 LZ0331.The geoid height was determined by GEOID03.
 LZ0331
 LZ0331.The dynamic height is computed by dividing the NAVD 88
 LZ0331.geopotential number by the normal gravity value computed on the
 LZ0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0331.degrees latitude (g = 980.6199 gals.).
 LZ0331
 LZ0331.The modeled gravity was interpolated from observed gravity values.
 LZ0331
 LZ0331;                    North         East    Units  Estimated Accuracy
 LZ0331;SPC PA N     -   120,380.      685,870.      MT  (+/- 180 meters Scaled)
 LZ0331
 LZ0331                          SUPERSEDED SURVEY CONTROL
 LZ0331
 LZ0331  NGVD 29 (??/??/92)  186.315  (m)          611.27   (f) ADJ UNCH    2 0
 LZ0331
 LZ0331.Superseded values are not recommended for survey control.
 LZ0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0331.See file dsdata.txt to determine how the superseded data were derived.
 LZ0331
 LZ0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL554675(NAD 83)
 LZ0331_MARKER: DB = BENCH MARK DISK
 LZ0331_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LZ0331_SP_SET: CULVERT
 LZ0331_STAMPING: L 360 1969
 LZ0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LZ0331
 LZ0331  HISTORY     - Date     Condition        Report By
 LZ0331  HISTORY     - 1969     MONUMENTED       CGS
 LZ0331
 LZ0331                          STATION DESCRIPTION
 LZ0331
 LZ0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LZ0331'0.2 MI W FROM HUGHESVILLE.
 LZ0331'ABOUT 0.25 MILE WEST ALONG U.S. HIGHWAY 220 FROM ITS JUNCTION
 LZ0331'WITH STATE HIGHWAY 405 IN THE NORTH EDGE OF HUGHESVILLE, 17
 LZ0331'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF
 LZ0331'THE APPROXIMATE CENTER OF THE FRONT WALL OF A BOX CULVERT, AND
 LZ0331'IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2799 ***********************************************************************
 KV2799  DESIGNATION -  L 361
 KV2799  PID         -  KV2799
 KV2799  STATE/COUNTY-  PA/CARBON
 KV2799  USGS QUAD   -  LEHIGHTON (1997)
 KV2799
 KV2799                         *CURRENT SURVEY CONTROL
 KV2799  ___________________________________________________________________
 KV2799* NAD 83(1986)-  40 50 07.     (N)    075 39 23.     (W)     SCALED    
 KV2799* NAVD 88     -       181.952  (meters)     596.95   (feet)  ADJUSTED  
 KV2799  ___________________________________________________________________
 KV2799  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 KV2799  DYNAMIC HT  -         181.864 (meters)     596.67  (feet)  COMP
 KV2799  MODELED GRAV-     980,137.0   (mgal)                       NAVD 88
 KV2799
 KV2799  VERT ORDER  -  SECOND    CLASS 0
 KV2799
 KV2799.The horizontal coordinates were scaled from a topographic map and have
 KV2799.an estimated accuracy of +/- 6 seconds.
 KV2799
 KV2799.The orthometric height was determined by differential leveling
 KV2799.and adjusted by the National Geodetic Survey in June 1991..
 KV2799
 KV2799.The geoid height was determined by GEOID03.
 KV2799
 KV2799.The dynamic height is computed by dividing the NAVD 88
 KV2799.geopotential number by the normal gravity value computed on the
 KV2799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2799.degrees latitude (g = 980.6199 gals.).
 KV2799
 KV2799.The modeled gravity was interpolated from observed gravity values.
 KV2799
 KV2799;                    North         East    Units  Estimated Accuracy
 KV2799;SPC PA N     -    76,390.      776,570.      MT  (+/- 180 meters Scaled)
 KV2799
 KV2799                          SUPERSEDED SURVEY CONTROL
 KV2799
 KV2799  NGVD 29 (??/??/??)  182.154  (m)          597.62   (f) ADJUSTED    2 0
 KV2799
 KV2799.Superseded values are not recommended for survey control.
 KV2799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2799.See file dsdata.txt to determine how the superseded data were derived.
 KV2799
 KV2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL446206(NAD 83)
 KV2799_MARKER: DB = BENCH MARK DISK
 KV2799_SETTING: 66 = SET IN ROCK OUTCROP
 KV2799_SP_SET: ROCK CUT
 KV2799_STAMPING: L 361 1969
 KV2799_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV2799+STABILITY: POSITION/ELEVATION WELL
 KV2799
 KV2799  HISTORY     - Date     Condition        Report By
 KV2799  HISTORY     - 1969     MONUMENTED       CGS
 KV2799
 KV2799                          STATION DESCRIPTION
 KV2799
 KV2799'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 KV2799'2.9 MI E FROM WEISSPORT.
 KV2799'ABOUT 2.9 MILES EAST ALONG U.S. HIGHWAY 209 FROM ITS JUNCTION
 KV2799'WITH STATE HIGHWAY 248 IN WEISSPORT, 18 FEET NORTH OF THE
 KV2799'CENTERLINE OF THE HIGHWAY, 48 FEET NORTHEAST OF POWERLINE POLE
 KV2799'NO. A-110, 59 FEET NORTHWEST OF THE NORTHWEST CORNER OF A LARGE
 KV2799'CONCRETE BLOCK BUILDING, SET VERTICALLY IN A ROCK CUT, AND IS
 KV2799'ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0124 ***********************************************************************
 ND0124  DESIGNATION -  L 362
 ND0124  PID         -  ND0124
 ND0124  STATE/COUNTY-  PA/ERIE
 ND0124  USGS QUAD   -  SWANVILLE (1990)
 ND0124
 ND0124                         *CURRENT SURVEY CONTROL
 ND0124  ___________________________________________________________________
 ND0124* NAD 83(1986)-  42 05 37.     (N)    080 09 44.     (W)     SCALED    
 ND0124* NAVD 88     -       218.566  (meters)     717.08   (feet)  ADJUSTED  
 ND0124  ___________________________________________________________________
 ND0124  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 ND0124  DYNAMIC HT  -         218.487 (meters)     716.82  (feet)  COMP
 ND0124  MODELED GRAV-     980,259.2   (mgal)                       NAVD 88
 ND0124
 ND0124  VERT ORDER  -  FIRST     CLASS II
 ND0124
 ND0124.The horizontal coordinates were scaled from a topographic map and have
 ND0124.an estimated accuracy of +/- 6 seconds.
 ND0124
 ND0124.The orthometric height was determined by differential leveling
 ND0124.and adjusted by the National Geodetic Survey in June 1991..
 ND0124
 ND0124.The geoid height was determined by GEOID03.
 ND0124
 ND0124.The dynamic height is computed by dividing the NAVD 88
 ND0124.geopotential number by the normal gravity value computed on the
 ND0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0124.degrees latitude (g = 980.6199 gals.).
 ND0124
 ND0124.The modeled gravity was interpolated from observed gravity values.
 ND0124
 ND0124;                    North         East    Units  Estimated Accuracy
 ND0124;SPC PA N     -   216,780.      400,460.      MT  (+/- 180 meters Scaled)
 ND0124
 ND0124                          SUPERSEDED SURVEY CONTROL
 ND0124
 ND0124  NGVD 29 (06/03/92)  218.749  (m)          717.68   (f) ADJUSTED    1 2
 ND0124
 ND0124.Superseded values are not recommended for survey control.
 ND0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0124.See file dsdata.txt to determine how the superseded data were derived.
 ND0124
 ND0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG692605(NAD 83)
 ND0124_MARKER: I = METAL ROD
 ND0124_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ND0124_SP_SET: STAINLESS STEEL ROD
 ND0124_STAMPING: L 362 1981
 ND0124_MARK LOGO: NGS   
 ND0124_PROJECTION: FLUSH
 ND0124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0124_ROD/PIPE-DEPTH: 13.7 meters
 ND0124
 ND0124  HISTORY     - Date     Condition        Report By
 ND0124  HISTORY     - 1981     MONUMENTED       NGS
 ND0124
 ND0124                          STATION DESCRIPTION
 ND0124
 ND0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 ND0124'7.68 KM (4.75 MI) SW FROM ERIE.
 ND0124'7.68 KILOMETERS (4.75 MI) SOUTHWEST ALONG WEST 12TH STREET (STATE
 ND0124'HIGHWAY 5) FROM THE INTERSECTION OF STATE STREET IN ERIE TO THE
 ND0124'INTERSECTION OF LINDEN AVENUE AND THE MARK ON THE RIGHT, THE MARK IS
 ND0124'AT THE EAST CORNER OF LINDAHLS UPHOLSTERY SHOP 1119 LINDEN AVENUE,
 ND0124'43.63 METERS (153.0 FEET) NORTHWEST OF THE CENTER LINE OF WEST 12TH
 ND0124'STREET, 25.90 METERS ( 85.0 FEET) NORTHEAST OF THE CENTER OF LINDEN
 ND0124'AVENUE, 2.43 METERS (8.0 FEET) NORTHWEST OF THE WEST CORNER OF THE
 ND0124'DAIRY ISLE SANDWICH SHOP BUILDING AND 0.3 METER (1.0 FOOT) EAST OF THE
 ND0124'EAST CORNER OF THE UPHOLSTERY SHOP BUILDING.
 ND0124'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2878 ***********************************************************************
 KV2878  DESIGNATION -  L 362
 KV2878  PID         -  KV2878
 KV2878  STATE/COUNTY-  PA/NORTHAMPTON
 KV2878  USGS QUAD   -  PORTLAND (1997)
 KV2878
 KV2878                         *CURRENT SURVEY CONTROL
 KV2878  ___________________________________________________________________
 KV2878* NAD 83(1986)-  40 55 24.     (N)    075 05 47.     (W)     SCALED    
 KV2878* NAVD 88     -        91.304  (meters)     299.55   (feet)  ADJUSTED  
 KV2878  ___________________________________________________________________
 KV2878  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 KV2878  DYNAMIC HT  -          91.263 (meters)     299.42  (feet)  COMP
 KV2878  MODELED GRAV-     980,175.3   (mgal)                       NAVD 88
 KV2878
 KV2878  VERT ORDER  -  FIRST     CLASS II
 KV2878
 KV2878.The horizontal coordinates were scaled from a topographic map and have
 KV2878.an estimated accuracy of +/- 6 seconds.
 KV2878
 KV2878.The orthometric height was determined by differential leveling
 KV2878.and adjusted by the National Geodetic Survey in June 1991..
 KV2878
 KV2878.The geoid height was determined by GEOID03.
 KV2878
 KV2878.The dynamic height is computed by dividing the NAVD 88
 KV2878.geopotential number by the normal gravity value computed on the
 KV2878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2878.degrees latitude (g = 980.6199 gals.).
 KV2878
 KV2878.The modeled gravity was interpolated from observed gravity values.
 KV2878
 KV2878;                    North         East    Units  Estimated Accuracy
 KV2878;SPC PA S     -   179,910.      823,490.      MT  (+/- 180 meters Scaled)
 KV2878
 KV2878                          SUPERSEDED SURVEY CONTROL
 KV2878
 KV2878.No superseded survey control is available for this station.
 KV2878
 KV2878_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL918302(NAD 83)
 KV2878_MARKER: DB = BENCH MARK DISK
 KV2878_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV2878_SP_SET: BRIDGE
 KV2878_STAMPING: L 362 1978
 KV2878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2878
 KV2878  HISTORY     - Date     Condition        Report By
 KV2878  HISTORY     - 1978     MONUMENTED       NGS
 KV2878  HISTORY     - 19940925 GOOD             USPSQD
 KV2878  HISTORY     - 20030505 MARK NOT FOUND   PADT
 KV2878
 KV2878                          STATION DESCRIPTION
 KV2878
 KV2878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2878'IN PORTLAND.
 KV2878'0.25 MILE NORTHWEST ALONG STATE HIGHWAY 611 FROM THE TOLL BRIDGE
 KV2878'OVERCROSSING AT PORTLAND, AT THE NORTHEAST SIDE OF THE JUNCTION
 KV2878'OF DELAWARE AVENUE, AT THE SOUTH CORNER OF THE FOOT BRIDGE OVER
 KV2878'THE DELAWARE RIVER, 103.5 FEET NORTHEAST OF THE CENTERLINE OF THE
 KV2878'HIGHWAY, 46 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE ERIE
 KV2878'LACKAWANNA RAILROAD, 6 FEET SOUTHEAST OF THE CENTER LINE OF THE
 KV2878'CONCRETE SIDEWALK OVER THE BRIDGE, 5 FEET SOUTHWEST OF THE
 KV2878'SOUTHWEST FACE OF THE WALL OF THE BRIDGE WITH A STREET LIGHT ON
 KV2878'TOP, SET IN THE TOP OF THE SOUTHWEST SIDE OF A RECESSED AREA AT
 KV2878'THE SOUTH CORNER OF THE BRIDGE.
 KV2878
 KV2878                          STATION RECOVERY (1994)
 KV2878
 KV2878'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV2878'RECOVERED IN GOOD CONDITION.
 KV2878
 KV2878                          STATION RECOVERY (2003)
 KV2878
 KV2878'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (PJN)
 KV2878'L 362 RESET 2002 IN SOUTHEAST ABUTMENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1712 ***********************************************************************
 MB1712  DESIGNATION -  L 363
 MB1712  PID         -  MB1712
 MB1712  STATE/COUNTY-  PA/ERIE
 MB1712  USGS QUAD   -  EAST SPRINGFIELD (1990)
 MB1712
 MB1712                         *CURRENT SURVEY CONTROL
 MB1712  ___________________________________________________________________
 MB1712* NAD 83(1986)-  41 57 20.     (N)    080 27 19.     (W)     SCALED    
 MB1712* NAVD 88     -       217.716  (meters)     714.29   (feet)  ADJUSTED  
 MB1712  ___________________________________________________________________
 MB1712  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 MB1712  DYNAMIC HT  -         217.637 (meters)     714.03  (feet)  COMP
 MB1712  MODELED GRAV-     980,255.2   (mgal)                       NAVD 88
 MB1712
 MB1712  VERT ORDER  -  FIRST     CLASS II
 MB1712
 MB1712.The horizontal coordinates were scaled from a topographic map and have
 MB1712.an estimated accuracy of +/- 6 seconds.
 MB1712
 MB1712.The orthometric height was determined by differential leveling
 MB1712.and adjusted by the National Geodetic Survey in June 1991..
 MB1712
 MB1712.The geoid height was determined by GEOID03.
 MB1712
 MB1712.The dynamic height is computed by dividing the NAVD 88
 MB1712.geopotential number by the normal gravity value computed on the
 MB1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1712.degrees latitude (g = 980.6199 gals.).
 MB1712
 MB1712.The modeled gravity was interpolated from observed gravity values.
 MB1712
 MB1712;                    North         East    Units  Estimated Accuracy
 MB1712;SPC PA N     -   202,170.      375,750.      MT  (+/- 180 meters Scaled)
 MB1712
 MB1712                          SUPERSEDED SURVEY CONTROL
 MB1712
 MB1712  NGVD 29 (06/03/92)  217.913  (m)          714.94   (f) ADJUSTED    1 2
 MB1712
 MB1712.Superseded values are not recommended for survey control.
 MB1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1712.See file dsdata.txt to determine how the superseded data were derived.
 MB1712
 MB1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG451449(NAD 83)
 MB1712_MARKER: I = METAL ROD
 MB1712_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1712_SP_SET: STAINLESS STEEL ROD
 MB1712_STAMPING: L 363 1981
 MB1712_MARK LOGO: NGS   
 MB1712_PROJECTION: FLUSH
 MB1712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1712_ROD/PIPE-DEPTH: 15.2 meters
 MB1712
 MB1712  HISTORY     - Date     Condition        Report By
 MB1712  HISTORY     - 1981     MONUMENTED       NGS
 MB1712  HISTORY     - 19961228 MARK NOT FOUND   USPSQD
 MB1712
 MB1712                          STATION DESCRIPTION
 MB1712
 MB1712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MB1712'1.9 KM (1.2 MI) NE FROM WEST SPRINGFIELD.
 MB1712'1.9 KILOMETERS (1.2 MILES) NORTHEAST ALONG US HIGHWAY 20 FROM THE US
 MB1712'POST OFFICE IN WEST SPRINGFIELD TO THE JUNCTION OF NYE ROAD AND THE
 MB1712'MARK ON THE LEFT, THE MARK IS ON THE SOUTHEAST SIDE OF THE SPRINGFIELD
 MB1712'TOWN HOUSE BUILDING DIRECTLY BEHIND A 5-FOOT HIGH GRANITE STONE WAR
 MB1712'MEMORIAL, 45.41 METERS (149.0 FEET) NORTHWEST OF THE CENTER LINE OF
 MB1712'THE SOUTHWESTBOUND LANE OF THE HIGHWAY, 21.80 METERS (71.5 FEET)
 MB1712'SOUTHWEST OF THE CENTER OF NYE ROAD, 7.01 METERS (23.0 FEET) SOUTHEAST
 MB1712'OF THE EAST CORNER OF THE BUILDING AND 0.6 METER (2.0 FEET) SOUTHWEST
 MB1712'OF THE SOUTHWEST FACE OF THE GRANITE STONE MEMORIAL.
 MB1712'THE MARK IS 0.91 M ABOVE THE HIGHWAY.
 MB1712
 MB1712                          STATION RECOVERY (1996)
 MB1712
 MB1712'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB1712'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2902 ***********************************************************************
 KV2902  DESIGNATION -  L 363
 KV2902  PID         -  KV2902
 KV2902  STATE/COUNTY-  PA/NORTHAMPTON
 KV2902  USGS QUAD   -  EASTON (1994)
 KV2902
 KV2902                         *CURRENT SURVEY CONTROL
 KV2902  ___________________________________________________________________
 KV2902* NAD 83(1986)-  40 44 11.     (N)    075 14 09.     (W)     SCALED    
 KV2902* NAVD 88     -       114.937  (meters)     377.09   (feet)  ADJUSTED  
 KV2902  ___________________________________________________________________
 KV2902  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 KV2902  DYNAMIC HT  -         114.883 (meters)     376.91  (feet)  COMP
 KV2902  MODELED GRAV-     980,153.6   (mgal)                       NAVD 88
 KV2902
 KV2902  VERT ORDER  -  FIRST     CLASS II
 KV2902
 KV2902.The horizontal coordinates were scaled from a topographic map and have
 KV2902.an estimated accuracy of +/- 6 seconds.
 KV2902
 KV2902.The orthometric height was determined by differential leveling
 KV2902.and adjusted by the National Geodetic Survey in June 1991..
 KV2902
 KV2902.The geoid height was determined by GEOID03.
 KV2902
 KV2902.The dynamic height is computed by dividing the NAVD 88
 KV2902.geopotential number by the normal gravity value computed on the
 KV2902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2902.degrees latitude (g = 980.6199 gals.).
 KV2902
 KV2902.The modeled gravity was interpolated from observed gravity values.
 KV2902
 KV2902;                    North         East    Units  Estimated Accuracy
 KV2902;SPC PA S     -   158,810.      812,340.      MT  (+/- 180 meters Scaled)
 KV2902
 KV2902                          SUPERSEDED SURVEY CONTROL
 KV2902
 KV2902.No superseded survey control is available for this station.
 KV2902
 KV2902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL800095(NAD 83)
 KV2902_MARKER: DB = BENCH MARK DISK
 KV2902_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KV2902_SP_SET: STAINLESS STEEL ROD
 KV2902_STAMPING: L 363 1978
 KV2902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV2902
 KV2902  HISTORY     - Date     Condition        Report By
 KV2902  HISTORY     - 1978     MONUMENTED       NGS
 KV2902  HISTORY     - 19940806 GOOD             USPSQD
 KV2902  HISTORY     - 19950408 GOOD             USPSQD
 KV2902  HISTORY     - 19991215 GOOD             USPSQD
 KV2902  HISTORY     - 20040601 GOOD             PADT
 KV2902
 KV2902                          STATION DESCRIPTION
 KV2902
 KV2902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 KV2902'2.25 MI SE FROM STOCKERTOWN.
 KV2902'0.75 MILE SOUTHEAST ALONG SULLIVAN TRAIL ROAD, OLD STATE
 KV2902'HIGHWAY 115, FROM THE INTERSECTION OF SULLIVAN TRAIL ROAD AND UHLER
 KV2902'ROAD, 29 FEET NORTHEAST OF THE CENTERLINE OF SULLIVAN TRAIL ROAD,
 KV2902'8 FEET NORTHWEST OF POWER POLE NUMBER 23-V, 2 FEET SOUTHEAST OF
 KV2902'A GUY WIRE TO POWER POLE.
 KV2902
 KV2902                          STATION RECOVERY (1994)
 KV2902
 KV2902'RECOVERY NOTE BY US POWER SQUADRON 1994
 KV2902'RECOVERED IN GOOD CONDITION.
 KV2902
 KV2902                          STATION RECOVERY (1995)
 KV2902
 KV2902'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV2902'RECOVERED IN GOOD CONDITION.
 KV2902
 KV2902                          STATION RECOVERY (1999)
 KV2902
 KV2902'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV2902'RECOVERED IN GOOD CONDITION.
 KV2902
 KV2902                          STATION RECOVERY (2004)
 KV2902
 KV2902'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (SQ)
 KV2902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1725 ***********************************************************************
 MB1725  DESIGNATION -  L 363 RESET
 MB1725  PID         -  MB1725
 MB1725  STATE/COUNTY-  PA/ERIE
 MB1725  USGS QUAD   -  EAST SPRINGFIELD (1990)
 MB1725
 MB1725                         *CURRENT SURVEY CONTROL
 MB1725  ___________________________________________________________________
 MB1725* NAD 83(1986)-  41 57 20.     (N)    080 27 19.     (W)     SCALED    
 MB1725* NAVD 88     -       208.10   (meters)     682.7    (feet)  RESET     
 MB1725  ___________________________________________________________________
 MB1725  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 MB1725
 MB1725  VERT ORDER  -  THIRD
 MB1725
 MB1725.The horizontal coordinates were scaled from a topographic map and have
 MB1725.an estimated accuracy of +/- 6 seconds.
 MB1725
 MB1725.The orthometric height was computed from unverified reset data.
 MB1725.No vertical observational check was made to the station.
 MB1725
 MB1725.The geoid height was determined by GEOID03.
 MB1725
 MB1725;                    North         East    Units  Estimated Accuracy
 MB1725;SPC PA N     -   202,170.      375,750.      MT  (+/- 180 meters Scaled)
 MB1725
 MB1725                          SUPERSEDED SURVEY CONTROL
 MB1725
 MB1725  NGVD 29 (02/24/03)  208.30   (m)          683.4    (f) RESET       3  
 MB1725
 MB1725.Superseded values are not recommended for survey control.
 MB1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1725.See file dsdata.txt to determine how the superseded data were derived.
 MB1725
 MB1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG451449(NAD 83)
 MB1725_MARKER: DB = BENCH MARK DISK
 MB1725_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MB1725_SP_SET: RETAINING WALL
 MB1725_STAMPING: L 363 RESET 1982
 MB1725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MB1725+STABILITY: SURFACE MOTION
 MB1725
 MB1725  HISTORY     - Date     Condition        Report By
 MB1725  HISTORY     - 1982     MONUMENTED       NGS
 MB1725
 MB1725                          STATION DESCRIPTION
 MB1725
 MB1725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MB1725'1.6 KM (1.0 MI) EAST FROM WEST SPRINGFIELD.
 MB1725'1.6 KM (1.0 MI) EAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE IN
 MB1725'WEST SPRINGFIELD, 51.9 METERS (170.5 FEET) SOUTH OF THE CENTER OF U.S.
 MB1725'HIGHWAY 20, 34.8 METERS (34.8 FEET) WEST OF A TELEPHONE POLE NUMBER
 MB1725'L 1, 6.2 METERS (20.5 FEET) WEST OF THE CENTER OF COON CREEK ROAD, AND
 MB1725'1.5 METERS (4.9 FEET) NORTH OF THE CENTER OF THE CREEK.
 MB1725'THE MARK IS 2.6 FT  S FROM A WITNESS POST.
 MB1725'THE MARK IS 4.9 FT BELOW ROAD 326.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2100 ***********************************************************************
 LY2100  DESIGNATION -  L 364
 LY2100  PID         -  LY2100
 LY2100  STATE/COUNTY-  PA/PIKE
 LY2100  USGS QUAD   -  LAKE MASKENOZHA (1995)
 LY2100
 LY2100                         *CURRENT SURVEY CONTROL
 LY2100  ___________________________________________________________________
 LY2100* NAD 83(1986)-  41 12 20.     (N)    074 52 40.     (W)     SCALED    
 LY2100* NAVD 88     -       124.472  (meters)     408.37   (feet)  ADJUSTED  
 LY2100  ___________________________________________________________________
 LY2100  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 LY2100  DYNAMIC HT  -         124.419 (meters)     408.20  (feet)  COMP
 LY2100  MODELED GRAV-     980,198.3   (mgal)                       NAVD 88
 LY2100
 LY2100  VERT ORDER  -  FIRST     CLASS II
 LY2100
 LY2100.The horizontal coordinates were scaled from a topographic map and have
 LY2100.an estimated accuracy of +/- 6 seconds.
 LY2100
 LY2100.The orthometric height was determined by differential leveling
 LY2100.and adjusted by the National Geodetic Survey in June 1991..
 LY2100
 LY2100.The geoid height was determined by GEOID03.
 LY2100
 LY2100.The dynamic height is computed by dividing the NAVD 88
 LY2100.geopotential number by the normal gravity value computed on the
 LY2100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2100.degrees latitude (g = 980.6199 gals.).
 LY2100
 LY2100.The modeled gravity was interpolated from observed gravity values.
 LY2100
 LY2100;                    North         East    Units  Estimated Accuracy
 LY2100;SPC PA N     -   119,370.      840,850.      MT  (+/- 180 meters Scaled)
 LY2100
 LY2100                          SUPERSEDED SURVEY CONTROL
 LY2100
 LY2100.No superseded survey control is available for this station.
 LY2100
 LY2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL102615(NAD 83)
 LY2100_MARKER: DV = VERTICAL CONTROL DISK
 LY2100_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2100_SP_SET: STAINLESS STEEL ROD
 LY2100_STAMPING: L 364 1978
 LY2100_MARK LOGO: NGS   
 LY2100_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY2100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2100_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LY2100+SATELLITE: SATELLITE OBSERVATIONS - January 10, 1995
 LY2100
 LY2100  HISTORY     - Date     Condition        Report By
 LY2100  HISTORY     - 1978     MONUMENTED       NGS
 LY2100  HISTORY     - 1987     GOOD             USPSQD
 LY2100  HISTORY     - 19950110 GOOD             NJGS
 LY2100
 LY2100                          STATION DESCRIPTION
 LY2100
 LY2100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LY2100'1.05 MI SW FROM DINGMANS FERRY.
 LY2100'1.05 MILES SOUTHWEST ALONG STATE HIGHWAY 209 FROM THE POST
 LY2100'OFFICE AT DINGMANS FERRY, SET BETWEEN A POWER POLE AND BRACE POLE,
 LY2100'24 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY 209, 3 FEET NORTHWEST
 LY2100'OF POWER POLE NUMBER 37, 3 FEET SOUTHEAST OF BRACE POLE NUMBER 37B.
 LY2100
 LY2100                          STATION RECOVERY (1987)
 LY2100
 LY2100'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 LY2100'RECOVERED IN GOOD CONDITION.
 LY2100
 LY2100                          STATION RECOVERY (1995)
 LY2100
 LY2100'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 LY2100'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE STATION IS
 LY2100'1.25 MI (2.01 KM) SOUTHWEST ALONG U.S.  HIGHWAY 209 FROM ITS
 LY2100'INTERSECTION WITH COUNTY ROAD 739 IN DINGMANS FERRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2672 ***********************************************************************
 KW2672  DESIGNATION -  L 365
 KW2672  PID         -  KW2672
 KW2672  STATE/COUNTY-  PA/FRANKLIN
 KW2672  USGS QUAD   -  SHIPPENSBURG (1973)
 KW2672
 KW2672                         *CURRENT SURVEY CONTROL
 KW2672  ___________________________________________________________________
 KW2672* NAD 83(1986)-  40 00 02.     (N)    077 32 36.     (W)     SCALED    
 KW2672* NAVD 88     -       250.066  (meters)     820.42   (feet)  ADJUSTED  
 KW2672  ___________________________________________________________________
 KW2672  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 KW2672  DYNAMIC HT  -         249.921 (meters)     819.95  (feet)  COMP
 KW2672  MODELED GRAV-     980,043.2   (mgal)                       NAVD 88
 KW2672
 KW2672  VERT ORDER  -  FIRST     CLASS II
 KW2672
 KW2672.The horizontal coordinates were scaled from a topographic map and have
 KW2672.an estimated accuracy of +/- 6 seconds.
 KW2672
 KW2672.The orthometric height was determined by differential leveling
 KW2672.and adjusted by the National Geodetic Survey in June 1991..
 KW2672
 KW2672.The geoid height was determined by GEOID03.
 KW2672
 KW2672.The dynamic height is computed by dividing the NAVD 88
 KW2672.geopotential number by the normal gravity value computed on the
 KW2672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2672.degrees latitude (g = 980.6199 gals.).
 KW2672
 KW2672.The modeled gravity was interpolated from observed gravity values.
 KW2672
 KW2672;                    North         East    Units  Estimated Accuracy
 KW2672;SPC PA S     -    74,110.      617,650.      MT  (+/- 180 meters Scaled)
 KW2672
 KW2672                          SUPERSEDED SURVEY CONTROL
 KW2672
 KW2672.No superseded survey control is available for this station.
 KW2672
 KW2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK828309(NAD 83)
 KW2672_MARKER: DB = BENCH MARK DISK
 KW2672_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KW2672_SP_SET: STAINLESS STEEL ROD
 KW2672_STAMPING: L 365 1979
 KW2672_PROJECTION: FLUSH
 KW2672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2672_ROD/PIPE-DEPTH: 4.57 meters
 KW2672
 KW2672  HISTORY     - Date     Condition        Report By
 KW2672  HISTORY     - 1979     MONUMENTED       NGS
 KW2672
 KW2672                          STATION DESCRIPTION
 KW2672
 KW2672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KW2672'3.95 MI SOUTH FROM SHIPPENSBURG.
 KW2672'3.95 MILES SOUTH ALONG STATE HIGHWAY 696 FROM THE JUNCTION OF STATE
 KW2672'HIGHWAY 696 AND US HIGHWAY 11 IN SHIPPENSBURG TO THE MARK ON THE LEFT,
 KW2672'207 FEET SOUTHWEST OF A HIGH VOLTAGE POWER LINE CROSSING, 110 FEET
 KW2672'NORTHEAST OF THE NORTHEAST CORNER OF A 2 STORY RED BRICK HOUSE, 22.5
 KW2672'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND 7 FEET SOUTHEAST
 KW2672'OF POWER POLE NUMBER 2A2-16.
 KW2672'THE MARK IS 3 FT  NW FROM A WITNESS POST.
 KW2672'THE MARK IS 1 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV3906 ***********************************************************************
 JV3906  DESIGNATION -  L 368
 JV3906  PID         -  JV3906
 JV3906  STATE/COUNTY-  PA/LANCASTER
 JV3906  USGS QUAD   -  WAKEFIELD (1976)
 JV3906
 JV3906                         *CURRENT SURVEY CONTROL
 JV3906  ___________________________________________________________________
 JV3906* NAD 83(1986)-  39 52 21.     (N)    076 13 42.     (W)     SCALED    
 JV3906* NAVD 88     -       217.274  (meters)     712.84   (feet)  ADJUSTED  
 JV3906  ___________________________________________________________________
 JV3906  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 JV3906  DYNAMIC HT  -         217.161 (meters)     712.47  (feet)  COMP
 JV3906  MODELED GRAV-     980,102.7   (mgal)                       NAVD 88
 JV3906
 JV3906  VERT ORDER  -  FIRST     CLASS II
 JV3906
 JV3906.The horizontal coordinates were scaled from a topographic map and have
 JV3906.an estimated accuracy of +/- 6 seconds.
 JV3906
 JV3906.The orthometric height was determined by differential leveling
 JV3906.and adjusted by the National Geodetic Survey in June 1991..
 JV3906
 JV3906.The geoid height was determined by GEOID03.
 JV3906
 JV3906.The dynamic height is computed by dividing the NAVD 88
 JV3906.geopotential number by the normal gravity value computed on the
 JV3906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV3906.degrees latitude (g = 980.6199 gals.).
 JV3906
 JV3906.The modeled gravity was interpolated from observed gravity values.
 JV3906
 JV3906;                    North         East    Units  Estimated Accuracy
 JV3906;SPC PA S     -    60,990.      730,180.      MT  (+/- 180 meters Scaled)
 JV3906
 JV3906                          SUPERSEDED SURVEY CONTROL
 JV3906
 JV3906.No superseded survey control is available for this station.
 JV3906
 JV3906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK949143(NAD 83)
 JV3906_MARKER: DB = BENCH MARK DISK
 JV3906_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JV3906_SP_SET: STAINLESS STEEL ROD
 JV3906_STAMPING: L 368 1979
 JV3906_PROJECTION: FLUSH
 JV3906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JV3906_ROD/PIPE-DEPTH: 5.49 meters
 JV3906
 JV3906  HISTORY     - Date     Condition        Report By
 JV3906  HISTORY     - 1979     MONUMENTED       NGS
 JV3906
 JV3906                          STATION DESCRIPTION
 JV3906
 JV3906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JV3906'IN BUCK.
 JV3906'IN BUCK, AT THE CROSSING OF STATE HIGHWAYS 272 AND 372, 171 FEET
 JV3906'EAST OF THE CENTERLINE OF HIGHWAY 272, 115 FEET NORTH-NORTHEAST
 JV3906'AND ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER OF THE TURKEY HILL
 JV3906'MINIT MARKET, 95 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 JV3906'THREE STORY WHITE HOUSE, 24 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 JV3906'372, 26 FEET WEST OF THE CENTER OF A GRAVEL DRIVE LEADING NORTH TO
 JV3906'THE HOUSE, AND 3.5 FEET NORTH OF POWER POLE NUMBER S20023.
 JV3906'THE MARK IS 2 FT  E FROM A WITNESS POST.
 JV3906'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2666 ***********************************************************************
 KW2666  DESIGNATION -  L 369
 KW2666  PID         -  KW2666
 KW2666  STATE/COUNTY-  PA/DAUPHIN
 KW2666  USGS QUAD   -  STEELTON (1987)
 KW2666
 KW2666                         *CURRENT SURVEY CONTROL
 KW2666  ___________________________________________________________________
 KW2666* NAD 83(1986)-  40 12 24.     (N)    076 47 13.     (W)     SCALED    
 KW2666* NAVD 88     -        91.668  (meters)     300.75   (feet)  ADJUSTED  
 KW2666  ___________________________________________________________________
 KW2666  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 KW2666  DYNAMIC HT  -          91.621 (meters)     300.59  (feet)  COMP
 KW2666  MODELED GRAV-     980,111.2   (mgal)                       NAVD 88
 KW2666
 KW2666  VERT ORDER  -  FIRST     CLASS II
 KW2666
 KW2666.The horizontal coordinates were scaled from a topographic map and have
 KW2666.an estimated accuracy of +/- 6 seconds.
 KW2666
 KW2666.The orthometric height was determined by differential leveling
 KW2666.and adjusted by the National Geodetic Survey in June 1991..
 KW2666
 KW2666.The geoid height was determined by GEOID03.
 KW2666
 KW2666.The dynamic height is computed by dividing the NAVD 88
 KW2666.geopotential number by the normal gravity value computed on the
 KW2666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2666.degrees latitude (g = 980.6199 gals.).
 KW2666
 KW2666.The modeled gravity was interpolated from observed gravity values.
 KW2666
 KW2666;                    North         East    Units  Estimated Accuracy
 KW2666;SPC PA S     -    97,420.      681,990.      MT  (+/- 180 meters Scaled)
 KW2666
 KW2666                          SUPERSEDED SURVEY CONTROL
 KW2666
 KW2666.No superseded survey control is available for this station.
 KW2666
 KW2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK479522(NAD 83)
 KW2666_MARKER: DB = BENCH MARK DISK
 KW2666_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KW2666_SP_SET: STAINLESS STEEL ROD
 KW2666_STAMPING: L 369 1979
 KW2666_PROJECTION: FLUSH
 KW2666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW2666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW2666+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2002
 KW2666_ROD/PIPE-DEPTH: 4.57 meters
 KW2666
 KW2666  HISTORY     - Date     Condition        Report By
 KW2666  HISTORY     - 1979     MONUMENTED       NGS
 KW2666  HISTORY     - 20020606 GOOD             PADT
 KW2666
 KW2666                          STATION DESCRIPTION
 KW2666
 KW2666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KW2666'3.2 MI NW FROM MIDDLETOWN.
 KW2666'3.2 MILES NORTHWEST ALONG STATE HIGHWAY 230 FROM THE PENNSYLVANIA
 KW2666'RAILROAD STATION IN MIDDLETOWN, AT A CREEK, 142 FEET NORTHWEST OF
 KW2666'THE NORTHWEST CORNER OF A LARGE WHITE BLOCK BUILDING NAMED
 KW2666'ABITIBI, 46 FEET WEST OF THE CENTER OF A DIRT DRIVE LEADING TO
 KW2666'THE BUILDING, 20 FEET EAST-SOUTHEAST OF THE EAST END OF A CONCRETE
 KW2666'BRIDGE OVER THE CREEK, 13 FEET SOUTH OF THE SOUTH CURB OF THE
 KW2666'HIGHWAY, AND 11 FEET SOUTH OF POWER POLE NUMBER S31979.
 KW2666'THE MARK IS 2 FT  W FROM A WITNESS POST.
 KW2666'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 KW2666
 KW2666                          STATION RECOVERY (2002)
 KW2666
 KW2666'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (LJM)
 KW2666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW2331 ***********************************************************************
 KW2331  DESIGNATION -  L 37
 KW2331  PID         -  KW2331
 KW2331  STATE/COUNTY-  PA/CENTRE
 KW2331  USGS QUAD   -  JULIAN (1994)
 KW2331
 KW2331                         *CURRENT SURVEY CONTROL
 KW2331  ___________________________________________________________________
 KW2331* NAD 83(1986)-  40 47 41.     (N)    077 53 00.     (W)     SCALED    
 KW2331* NAVD 88     -       340.217  (meters)    1116.20   (feet)  ADJUSTED  
 KW2331  ___________________________________________________________________
 KW2331  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 KW2331  DYNAMIC HT  -         340.047 (meters)    1115.64  (feet)  COMP
 KW2331  MODELED GRAV-     980,115.4   (mgal)                       NAVD 88
 KW2331
 KW2331  VERT ORDER  -  SECOND    CLASS 0
 KW2331
 KW2331.The horizontal coordinates were scaled from a topographic map and have
 KW2331.an estimated accuracy of +/- 6 seconds.
 KW2331
 KW2331.The orthometric height was determined by differential leveling
 KW2331.and adjusted by the National Geodetic Survey in June 1991..
 KW2331
 KW2331.The geoid height was determined by GEOID03.
 KW2331
 KW2331.The dynamic height is computed by dividing the NAVD 88
 KW2331.geopotential number by the normal gravity value computed on the
 KW2331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW2331.degrees latitude (g = 980.6199 gals.).
 KW2331
 KW2331.The modeled gravity was interpolated from observed gravity values.
 KW2331
 KW2331;                    North         East    Units  Estimated Accuracy
 KW2331;SPC PA N     -    69,760.      588,750.      MT  (+/- 180 meters Scaled)
 KW2331
 KW2331                          SUPERSEDED SURVEY CONTROL
 KW2331
 KW2331  NGVD 29 (??/??/??)  340.420  (m)         1116.86   (f) ADJUSTED    2 0
 KW2331
 KW2331.Superseded values are not recommended for survey control.
 KW2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW2331.See file dsdata.txt to determine how the superseded data were derived.
 KW2331
 KW2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTL567199(NAD 83)
 KW2331_MARKER: DB = BENCH MARK DISK
 KW2331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW2331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW2331_STAMPING: L 37 1934
 KW2331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW2331+STABILITY: SURFACE MOTION
 KW2331
 KW2331  HISTORY     - Date     Condition        Report By
 KW2331  HISTORY     - 1934     MONUMENTED       CGS
 KW2331
 KW2331                          STATION DESCRIPTION
 KW2331
 KW2331'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW2331'1.2 MI NW FROM STATE COLLEGE.
 KW2331'ABOUT 1.2 MILES NORTHWEST ALONG THE BELLEFONTE CENTRAL RAILROAD
 KW2331'FROM STATE COLLEGE, CENTRE COUNTY, ABOUT 0.5 MILE WEST OF
 KW2331'MILEPOST 16, ABOUT 0.5 MILE WEST OF STATE HIGHWAY 322, ABOUT 60
 KW2331'FEET EAST OF A YELLOW HOUSE WITH A LARGE RED BARN, 9 FEET WEST
 KW2331'OF THE WEST RAIL, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE
 KW2331'RAIL.  A STANDARD DISK, STAMPED L 37 1934 AND SET IN THE TOP OF
 KW2331'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3366 ***********************************************************************
 KV3366  DESIGNATION -  L 371
 KV3366  PID         -  KV3366
 KV3366  STATE/COUNTY-  PA/LEHIGH
 KV3366  USGS QUAD   -  ALLENTOWN EAST (1992)
 KV3366
 KV3366                         *CURRENT SURVEY CONTROL
 KV3366  ___________________________________________________________________
 KV3366* NAD 83(1986)-  40 36 29.     (N)    075 27 04.     (W)     SCALED    
 KV3366* NAVD 88     -        91.705  (meters)     300.87   (feet)  ADJUSTED  
 KV3366  ___________________________________________________________________
 KV3366  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 KV3366  DYNAMIC HT  -          91.660 (meters)     300.72  (feet)  COMP
 KV3366  MODELED GRAV-     980,134.9   (mgal)                       NAVD 88
 KV3366  OBS GRAVITY -     980,137.4   (mgal)                       GRAV_OBS
 KV3366
 KV3366  VERT ORDER  -  FIRST     CLASS II
 KV3366
 KV3366.The horizontal coordinates were scaled from a topographic map and have
 KV3366.an estimated accuracy of +/- 6 seconds.
 KV3366
 KV3366.The orthometric height was determined by differential leveling
 KV3366.and adjusted by the National Geodetic Survey in June 1991..
 KV3366
 KV3366.The geoid height was determined by GEOID03.
 KV3366
 KV3366.The dynamic height is computed by dividing the NAVD 88
 KV3366.geopotential number by the normal gravity value computed on the
 KV3366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3366.degrees latitude (g = 980.6199 gals.).
 KV3366
 KV3366.The modeled gravity was interpolated from observed gravity values.
 KV3366.The observed gravity was obtained from relative gravimeter ties
 KV3366.to the IGSN71 gravity network.
 KV3366
 KV3366;                    North         East    Units  Estimated Accuracy
 KV3366;SPC PA S     -   144,070.      794,530.      MT  (+/- 180 meters Scaled)
 KV3366
 KV3366                          SUPERSEDED SURVEY CONTROL
 KV3366
 KV3366.No superseded survey control is available for this station.
 KV3366
 KV3366_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK618953(NAD 83)
 KV3366_MARKER: DB = BENCH MARK DISK
 KV3366_SETTING: 66 = SET IN ROCK OUTCROP
 KV3366_SP_SET: ROCK OUTCROP
 KV3366_STAMPING: L 371 1979
 KV3366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KV3366+STABILITY: POSITION/ELEVATION WELL
 KV3366
 KV3366  HISTORY     - Date     Condition        Report By
 KV3366  HISTORY     - 1979     MONUMENTED       NGS
 KV3366  HISTORY     - 19950408 MARK NOT FOUND   USPSQD
 KV3366  HISTORY     - 19991215 MARK NOT FOUND   USPSQD
 KV3366  HISTORY     - 20050319 MARK NOT FOUND   USPSQD
 KV3366
 KV3366                          STATION DESCRIPTION
 KV3366
 KV3366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3366'IN ALLENTOWN.
 KV3366'IN ALLENTOWN, 0.1 MILE NORTHEAST ALONG EAST HANOVER AVENUE FROM THE
 KV3366'NORTHEAST END OF THE EAST HANOVER AVENUE BRIDGE OVER THE LEHIGH
 KV3366'RIVER TO THE MARK ON THE LEFT, IN BEDROCK, 61.5 FEET NORTHEAST OF
 KV3366'POWER POLE 547256 63819, 50.5 FEET NORTHWEST OF POWER POLE A29009
 KV3366'400-CP, 33 FEET NORTHWEST OF THE NORTHWEST CURB OF THE AVENUE,
 KV3366'DIRECTLY ACROSS THE AVENUE FROM HOUSE NUMBER 214.
 KV3366'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 KV3366'THE MARK IS 5 FT ABOVE AVENUD.
 KV3366
 KV3366                          STATION RECOVERY (1995)
 KV3366
 KV3366'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV3366'MARK NOT FOUND.
 KV3366
 KV3366                          STATION RECOVERY (1999)
 KV3366
 KV3366'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV3366'MARK NOT FOUND.
 KV3366
 KV3366                          STATION RECOVERY (2005)
 KV3366
 KV3366'RECOVERY NOTE BY US POWER SQUADRON 2005 (MAM)
 KV3366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV3397 ***********************************************************************
 KV3397  DESIGNATION -  L 372
 KV3397  PID         -  KV3397
 KV3397  STATE/COUNTY-  PA/BERKS
 KV3397  USGS QUAD   -  TEMPLE (1983)
 KV3397
 KV3397                         *CURRENT SURVEY CONTROL
 KV3397  ___________________________________________________________________
 KV3397* NAD 83(1986)-  40 23 07.     (N)    075 55 52.     (W)     SCALED    
 KV3397* NAVD 88     -       100.324  (meters)     329.15   (feet)  ADJUSTED  
 KV3397  ___________________________________________________________________
 KV3397  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 KV3397  DYNAMIC HT  -         100.272 (meters)     328.98  (feet)  COMP
 KV3397  MODELED GRAV-     980,110.4   (mgal)                       NAVD 88
 KV3397
 KV3397  VERT ORDER  -  FIRST     CLASS II
 KV3397
 KV3397.The horizontal coordinates were scaled from a topographic map and have
 KV3397.an estimated accuracy of +/- 6 seconds.
 KV3397
 KV3397.The orthometric height was determined by differential leveling
 KV3397.and adjusted by the National Geodetic Survey in June 1991..
 KV3397
 KV3397.The geoid height was determined by GEOID03.
 KV3397
 KV3397.The dynamic height is computed by dividing the NAVD 88
 KV3397.geopotential number by the normal gravity value computed on the
 KV3397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV3397.degrees latitude (g = 980.6199 gals.).
 KV3397
 KV3397.The modeled gravity was interpolated from observed gravity values.
 KV3397
 KV3397;                    North         East    Units  Estimated Accuracy
 KV3397;SPC PA S     -   118,390.      754,430.      MT  (+/- 180 meters Scaled)
 KV3397
 KV3397                          SUPERSEDED SURVEY CONTROL
 KV3397
 KV3397.No superseded survey control is available for this station.
 KV3397
 KV3397_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK209709(NAD 83)
 KV3397_MARKER: DB = BENCH MARK DISK
 KV3397_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 KV3397_SP_SET: RETAINING WALL
 KV3397_STAMPING: L 372 1979
 KV3397_MARK LOGO: NGS   
 KV3397_MAGNETIC: N = NO MAGNETIC MATERIAL
 KV3397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV3397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KV3397+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2002
 KV3397
 KV3397  HISTORY     - Date     Condition        Report By
 KV3397  HISTORY     - 1979     MONUMENTED       NGS
 KV3397  HISTORY     - 19991001 GOOD             PADT
 KV3397  HISTORY     - 19991114 GOOD             USPSQD
 KV3397  HISTORY     - 20000601 GOOD             PADT
 KV3397  HISTORY     - 20020111 GOOD             USPSQD
 KV3397
 KV3397                          STATION DESCRIPTION
 KV3397
 KV3397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 KV3397'IN MUHENBERG.
 KV3397'IN MUHENNERG, 0.2 MILE EAST ALONG BELLEVUE AVENUE FROM THE JUNCTION
 KV3397'OF STATE ROUTE 61 TO THE MARK ON THE LEFT, AT SOUTHWEST END IN TOP
 KV3397'OF NORTHWEST CONCRETE HEADWALL OF THE BELLEVUE AVENUE OVERPASS OVER
 KV3397'THE READING RAILROAD, 1.7 MILES SOUTH OF THE JUNCTION OF TUCKERTON
 KV3397'ROAD IN TEMPLE, 0.2 MILE WEST OF THE JUNCTION OF STATE ROUTE 222,
 KV3397'7.5 FEET EAST OF POWER POLE 356 ME. Y3334, 4.5 FEET EAST OF THE
 KV3397'NORTHWEST CORNER.
 KV3397'THE MARK IS 3 FT ABOVE AVENUE.
 KV3397
 KV3397                          STATION RECOVERY (1999)
 KV3397
 KV3397'RECOVERY NOTE BY PA DEPT OF TRANSP 1999 (SQ)
 KV3397'RECOVERED AS DESCRIBED.
 KV3397
 KV3397                          STATION RECOVERY (1999)
 KV3397
 KV3397'RECOVERY NOTE BY US POWER SQUADRON 1999
 KV3397'RECOVERED IN GOOD CONDITION.
 KV3397
 KV3397                          STATION RECOVERY (2000)
 KV3397
 KV3397'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (BH)
 KV3397'RECOVERED IN GOOD CONDITION.
 KV3397
 KV3397                          STATION RECOVERY (2002)
 KV3397
 KV3397'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KV3397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1617 ***********************************************************************
 KW1617  DESIGNATION -  L 38
 KW1617  PID         -  KW1617
 KW1617  STATE/COUNTY-  PA/UNION
 KW1617  USGS QUAD   -  HARTLETON (1973)
 KW1617
 KW1617                         *CURRENT SURVEY CONTROL
 KW1617  ___________________________________________________________________
 KW1617* NAD 83(1986)-  40 52 49.     (N)    077 09 03.     (W)     SCALED    
 KW1617* NAVD 88     -       174.047  (meters)     571.02   (feet)  ADJUSTED  
 KW1617  ___________________________________________________________________
 KW1617  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 KW1617  DYNAMIC HT  -         173.966 (meters)     570.75  (feet)  COMP
 KW1617  MODELED GRAV-     980,155.5   (mgal)                       NAVD 88
 KW1617
 KW1617  VERT ORDER  -  SECOND    CLASS 0
 KW1617
 KW1617.The horizontal coordinates were scaled from a topographic map and have
 KW1617.an estimated accuracy of +/- 6 seconds.
 KW1617
 KW1617.The orthometric height was determined by differential leveling
 KW1617.and adjusted by the National Geodetic Survey in June 1991..
 KW1617
 KW1617.The geoid height was determined by GEOID03.
 KW1617
 KW1617.The dynamic height is computed by dividing the NAVD 88
 KW1617.geopotential number by the normal gravity value computed on the
 KW1617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1617.degrees latitude (g = 980.6199 gals.).
 KW1617
 KW1617.The modeled gravity was interpolated from observed gravity values.
 KW1617
 KW1617;                    North         East    Units  Estimated Accuracy
 KW1617;SPC PA N     -    79,420.      650,500.      MT  (+/- 180 meters Scaled)
 KW1617
 KW1617                          SUPERSEDED SURVEY CONTROL
 KW1617
 KW1617  NGVD 29 (??/??/??)  174.272  (m)          571.76   (f) ADJUSTED    2 0
 KW1617
 KW1617.Superseded values are not recommended for survey control.
 KW1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1617.See file dsdata.txt to determine how the superseded data were derived.
 KW1617
 KW1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL187276(NAD 83)
 KW1617_MARKER: DB = BENCH MARK DISK
 KW1617_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1617_SP_SET: ABUTMENT
 KW1617_STAMPING: L 38 1934
 KW1617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1617
 KW1617  HISTORY     - Date     Condition        Report By
 KW1617  HISTORY     - 1934     MONUMENTED       CGS
 KW1617
 KW1617                          STATION DESCRIPTION
 KW1617
 KW1617'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1617'0.6 MI W FROM MILLMONT.
 KW1617'0.26 MILE EAST OF MILE POST 17, IN BRIDGE 16/74 ON SOUTH END OF
 KW1617'EAST ABUTMENT, 3 FEET SOUTH OF SOUTH RAIL AND 3 FEET BELOW
 KW1617'TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1661 ***********************************************************************
 KW1661  DESIGNATION -  L 39
 KW1661  PID         -  KW1661
 KW1661  STATE/COUNTY-  PA/SNYDER
 KW1661  USGS QUAD   -  BEAVERTOWN (1973)
 KW1661
 KW1661                         *CURRENT SURVEY CONTROL
 KW1661  ___________________________________________________________________
 KW1661* NAD 83(1986)-  40 45 02.     (N)    077 10 33.     (W)     SCALED    
 KW1661* NAVD 88     -       193.107  (meters)     633.55   (feet)  ADJUSTED  
 KW1661  ___________________________________________________________________
 KW1661  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 KW1661  DYNAMIC HT  -         193.015 (meters)     633.25  (feet)  COMP
 KW1661  MODELED GRAV-     980,147.4   (mgal)                       NAVD 88
 KW1661
 KW1661  VERT ORDER  -  SECOND    CLASS 0
 KW1661
 KW1661.The horizontal coordinates were scaled from a topographic map and have
 KW1661.an estimated accuracy of +/- 6 seconds.
 KW1661
 KW1661.The orthometric height was determined by differential leveling
 KW1661.and adjusted by the National Geodetic Survey in June 1991..
 KW1661
 KW1661.The geoid height was determined by GEOID03.
 KW1661
 KW1661.The dynamic height is computed by dividing the NAVD 88
 KW1661.geopotential number by the normal gravity value computed on the
 KW1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1661.degrees latitude (g = 980.6199 gals.).
 KW1661
 KW1661.The modeled gravity was interpolated from observed gravity values.
 KW1661
 KW1661;                    North         East    Units  Estimated Accuracy
 KW1661;SPC PA S     -   157,520.      648,490.      MT  (+/- 180 meters Scaled)
 KW1661
 KW1661                          SUPERSEDED SURVEY CONTROL
 KW1661
 KW1661  NGVD 29 (??/??/??)  193.334  (m)          634.30   (f) ADJUSTED    2 0
 KW1661
 KW1661.Superseded values are not recommended for survey control.
 KW1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1661.See file dsdata.txt to determine how the superseded data were derived.
 KW1661
 KW1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL163133(NAD 83)
 KW1661_MARKER: DB = BENCH MARK DISK
 KW1661_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW1661_SP_SET: ABUTMENT
 KW1661_STAMPING: L 39 1934
 KW1661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW1661
 KW1661  HISTORY     - Date     Condition        Report By
 KW1661  HISTORY     - 1934     MONUMENTED       CGS
 KW1661  HISTORY     - 1966     GOOD             USGS
 KW1661
 KW1661                          STATION DESCRIPTION
 KW1661
 KW1661'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1661'NEAR BEAVERTOWN.
 KW1661'1,800 FEET WEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW1661'BEAVERTOWN, 160 FEET EAST OF MILEPOST 25, AT 30-FOOT SPAN-GIRDER
 KW1661'BRIDGE 25.03, IN THE TOP OF THE NORTH END OF THE EAST
 KW1661'ABUTMENT, 4 FEET NORTH OF THE NORTH RAIL, AND 4 FEET LOWER THAN
 KW1661'THE TOP OF THE RAIL.
 KW1661
 KW1661                          STATION RECOVERY (1966)
 KW1661
 KW1661'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KW1661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0931 ***********************************************************************
 KW0931  DESIGNATION -  L 4
 KW0931  PID         -  KW0931
 KW0931  STATE/COUNTY-  PA/CUMBERLAND
 KW0931  USGS QUAD   -  LEMOYNE (1987)
 KW0931
 KW0931                         *CURRENT SURVEY CONTROL
 KW0931  ___________________________________________________________________
 KW0931* NAD 83(1986)-  40 14 50.     (N)    076 53 21.     (W)     SCALED    
 KW0931* NAVD 88     -       107.732  (meters)     353.45   (feet)  ADJUSTED  
 KW0931  ___________________________________________________________________
 KW0931  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 KW0931  DYNAMIC HT  -         107.678 (meters)     353.27  (feet)  COMP
 KW0931  MODELED GRAV-     980,120.8   (mgal)                       NAVD 88
 KW0931
 KW0931  VERT ORDER  -  FIRST     CLASS II
 KW0931
 KW0931.The horizontal coordinates were scaled from a topographic map and have
 KW0931.an estimated accuracy of +/- 6 seconds.
 KW0931
 KW0931.The orthometric height was determined by differential leveling
 KW0931.and adjusted by the National Geodetic Survey in June 1991..
 KW0931
 KW0931.The geoid height was determined by GEOID03.
 KW0931
 KW0931.The dynamic height is computed by dividing the NAVD 88
 KW0931.geopotential number by the normal gravity value computed on the
 KW0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0931.degrees latitude (g = 980.6199 gals.).
 KW0931
 KW0931.The modeled gravity was interpolated from observed gravity values.
 KW0931
 KW0931;                    North         East    Units  Estimated Accuracy
 KW0931;SPC PA S     -   101,830.      673,240.      MT  (+/- 180 meters Scaled)
 KW0931
 KW0931                          SUPERSEDED SURVEY CONTROL
 KW0931
 KW0931  NGVD 29 (??/??/??)  107.942  (m)          354.14   (f) ADJUSTED    1 2
 KW0931
 KW0931.Superseded values are not recommended for survey control.
 KW0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0931.See file dsdata.txt to determine how the superseded data were derived.
 KW0931
 KW0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK393569(NAD 83)
 KW0931_MARKER: DB = BENCH MARK DISK
 KW0931_SETTING: 66 = SET IN ROCK OUTCROP
 KW0931_SP_SET: ROCK LEDGE
 KW0931_STAMPING: 354.173 L 4 1931
 KW0931_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW0931+STABILITY: POSITION/ELEVATION WELL
 KW0931
 KW0931  HISTORY     - Date     Condition        Report By
 KW0931  HISTORY     - 1931     MONUMENTED       CGS
 KW0931  HISTORY     - 1959     GOOD             CGS
 KW0931  HISTORY     - 1959     GOOD             CGS
 KW0931  HISTORY     - 20060325 POOR             GEOCAC
 KW0931
 KW0931                          STATION DESCRIPTION
 KW0931
 KW0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 KW0931'AT LEMOYNE.
 KW0931'AT LEMOYNE, CUMBERLAND COUNTY, ON THE PENNSYLVANIA RAILROAD,
 KW0931'11-1/2 RAILS SOUTH OF THE JUNCTION OF THE NORTH-AND-SOUTH TRACKS
 KW0931'WITH THE EAST-AND-WEST TRCKS, 6 FEET NORTH OF THE SWITCH POINT,
 KW0931'9.9 FEET WEST OF THE WEST RAIL, IN THE POINT OF A ROCK LEDGE,
 KW0931'AND 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 KW0931'354.173 L 4 1931.
 KW0931
 KW0931                          STATION RECOVERY (1959)
 KW0931
 KW0931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 KW0931'RECOVERED IN GOOD CONDITION.
 KW0931
 KW0931                          STATION RECOVERY (2006)
 KW0931
 KW0931'RECOVERY NOTE BY GEOCACHING 2006 (MFL)
 KW0931'ALONG THE ABANDONED RIGHT OF WAY OF THE PENNSYLVANIA RAILROAD, 70.3
 KW0931'FEET AND 147 DEGREES AND ACROSS THE ROADBED FROM A BENT CATERNARY
 KW0931'POLE, APPROXIMATELY 29.5 FEET AT 292 DEGREES FROM A CATERNARY POLE,
 KW0931'20.5 FEET AT 206 DEGREES FROM THE CENTERLINE OF THE ROADBED, 3.6 FEET
 KW0931'AT 67 DEGREES FROM THE BASE OF A SUPPORT WIRE FOR THE CATERNARY POLE,
 KW0931'2.5 FEET ABOVE GROUND LEVEL, SET IN A ROCK OUTCROP.
 KW0931'THE DISK IS MISSING BUT THE INDENTATION AND STEM REMAIN.
 KW0931' 
 KW0931'TO REACH THE STATION FROM MARKET STREET IN LEMOYNE, HEAD EAST, PASSING
 KW0931'UNDER TWO RAILROAD OVERPASSES. WHERE THE ROAD BEARS LEFT TOWARDS THE
 KW0931'MARKET STREET BRIDGE TURN RIGHT INTO A BUSINESS DRIVEWAY, PASS UNDER
 KW0931'THE CONCRETE RAILROAD BRIDGE, THEN TURN RIGHT UP A DIRT ROAD TO THE
 KW0931'MARK.
 KW0931' 
 KW0931'N 40 14 50.9 W 076 53 20.2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0053 ***********************************************************************
 KW0053  DESIGNATION -  L 40
 KW0053  PID         -  KW0053
 KW0053  STATE/COUNTY-  PA/SCHUYLKILL
 KW0053  USGS QUAD   -  DELANO (1976)
 KW0053
 KW0053                         *CURRENT SURVEY CONTROL
 KW0053  ___________________________________________________________________
 KW0053* NAD 83(1986)-  40 48 42.     (N)    076 02 34.     (W)     SCALED    
 KW0053* NAVD 88     -       338.083  (meters)    1109.19   (feet)  ADJUSTED  
 KW0053  ___________________________________________________________________
 KW0053  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 KW0053  DYNAMIC HT  -         337.913 (meters)    1108.64  (feet)  COMP
 KW0053  MODELED GRAV-     980,113.9   (mgal)                       NAVD 88
 KW0053
 KW0053  VERT ORDER  -  SECOND    CLASS 0
 KW0053
 KW0053.The horizontal coordinates were scaled from a topographic map and have
 KW0053.an estimated accuracy of +/- 6 seconds.
 KW0053
 KW0053.The orthometric height was determined by differential leveling
 KW0053.and adjusted by the National Geodetic Survey in June 1991..
 KW0053
 KW0053.The geoid height was determined by GEOID03.
 KW0053
 KW0053.The dynamic height is computed by dividing the NAVD 88
 KW0053.geopotential number by the normal gravity value computed on the
 KW0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0053.degrees latitude (g = 980.6199 gals.).
 KW0053
 KW0053.The modeled gravity was interpolated from observed gravity values.
 KW0053
 KW0053;                    North         East    Units  Estimated Accuracy
 KW0053;SPC PA S     -   165,540.      744,030.      MT  (+/- 180 meters Scaled)
 KW0053
 KW0053                          SUPERSEDED SURVEY CONTROL
 KW0053
 KW0053  NGVD 29 (??/??/??)  338.280  (m)         1109.84   (f) ADJUSTED    2 0
 KW0053
 KW0053.Superseded values are not recommended for survey control.
 KW0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0053.See file dsdata.txt to determine how the superseded data were derived.
 KW0053
 KW0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL120183(NAD 83)
 KW0053_MARKER: DB = BENCH MARK DISK
 KW0053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KW0053_SP_SET: ABUTMENT
 KW0053_STAMPING: L 40 1934
 KW0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KW0053
 KW0053  HISTORY     - Date     Condition        Report By
 KW0053  HISTORY     - 1934     MONUMENTED       CGS
 KW0053
 KW0053                          STATION DESCRIPTION
 KW0053
 KW0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0053'NEAR EAST MAHANOY JUNCTION.
 KW0053'400 FEET SOUTH ALONG THE READING CO. RAILWAY FROM EAST MAHANOY
 KW0053'JUNCTION, SCHUYLKILL COUNTY, AT TRESTLE BRIDGE 103/51 OVER THE
 KW0053'TRACK, IN THE FACE OF THE WEST ABUTMENT, 7 FEET WEST OF THE CENTER
 KW0053'LINE OF THE TRACK, AND ABOUT 2.5 FEET HIGHER THAN THE TOP OF THE
 KW0053'RAIL.  A STANDARD DISK, STAMPED L 40 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY2408 ***********************************************************************
 LY2408  DESIGNATION -  L 400
 LY2408  PID         -  LY2408
 LY2408  STATE/COUNTY-  PA/SUSQUEHANNA
 LY2408  USGS QUAD   -  GREAT BEND (1992)
 LY2408
 LY2408                         *CURRENT SURVEY CONTROL
 LY2408  ___________________________________________________________________
 LY2408* NAD 83(1986)-  41 58 18.     (N)    075 42 49.     (W)     SCALED    
 LY2408* NAVD 88     -       307.591  (meters)    1009.15   (feet)  ADJUSTED  
 LY2408  ___________________________________________________________________
 LY2408  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 LY2408  DYNAMIC HT  -         307.476 (meters)    1008.78  (feet)  COMP
 LY2408  MODELED GRAV-     980,241.0   (mgal)                       NAVD 88
 LY2408
 LY2408  VERT ORDER  -  FIRST     CLASS II
 LY2408
 LY2408.The horizontal coordinates were scaled from a topographic map and have
 LY2408.an estimated accuracy of +/- 6 seconds.
 LY2408
 LY2408.The orthometric height was determined by differential leveling
 LY2408.and adjusted by the National Geodetic Survey in June 1991..
 LY2408
 LY2408.The geoid height was determined by GEOID03.
 LY2408
 LY2408.The dynamic height is computed by dividing the NAVD 88
 LY2408.geopotential number by the normal gravity value computed on the
 LY2408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY2408.degrees latitude (g = 980.6199 gals.).
 LY2408
 LY2408.The modeled gravity was interpolated from observed gravity values.
 LY2408
 LY2408;                    North         East    Units  Estimated Accuracy
 LY2408;SPC PA N     -   202,440.      768,780.      MT  (+/- 180 meters Scaled)
 LY2408
 LY2408                          SUPERSEDED SURVEY CONTROL
 LY2408
 LY2408.No superseded survey control is available for this station.
 LY2408
 LY2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM408468(NAD 83)
 LY2408_MARKER: I = METAL ROD
 LY2408_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LY2408_SP_SET: STAINLESS STEEL ROD
 LY2408_STAMPING: L 400 1982
 LY2408_MARK LOGO: NGS   
 LY2408_PROJECTION: FLUSH
 LY2408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY2408_ROD/PIPE-DEPTH: 3.3  meters
 LY2408
 LY2408  HISTORY     - Date     Condition        Report By
 LY2408  HISTORY     - 1982     MONUMENTED       NGS
 LY2408
 LY2408                          STATION DESCRIPTION
 LY2408
 LY2408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 LY2408'2.7 KM (1.7 MI) EAST FROM GREAT BEND.
 LY2408'2.7 KM (1.7 MI) EAST ALONG STATE HIGHWAY 171 FROM THE JUNCTION OF U.S.
 LY2408'HIGHWAY 11 IN GREAT BEND, TO THE MARK ON THE LEFT, 14.70 METERS
 LY2408'(48.2 FT) NORTH OF THE CENTER LINE OF THE HIGHWAY, 21.50 METERS
 LY2408'(70.5 FT) NORTHWEST OF THE SOUTH CORNER OF A TWO-STORY WHITE SHINGLED
 LY2408'FRAME HOUSE, 7.80 METERS (25.5 FT) SOUTH OF THE CENTER OF A PAVED ROAD
 LY2408'LEADING NORTHEAST, 0.60 METER (1.9 FT) WEST OF A UTILITY POLE WITH 1
 LY2408'GUY WIRE AND NUMBER PA 1.
 LY2408'THE MARK IS 0.60 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1789 ***********************************************************************
 KX1789  DESIGNATION -  L 401
 KX1789  PID         -  KX1789
 KX1789  STATE/COUNTY-  PA/ARMSTRONG
 KX1789  USGS QUAD   -  MOSGROVE (1993)
 KX1789
 KX1789                         *CURRENT SURVEY CONTROL
 KX1789  ___________________________________________________________________
 KX1789* NAD 83(1986)-  40 49 12.     (N)    079 26 56.     (W)     SCALED    
 KX1789* NAVD 88     -       303.218  (meters)     994.81   (feet)  ADJUSTED  
 KX1789  ___________________________________________________________________
 KX1789  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 KX1789  DYNAMIC HT  -         303.069 (meters)     994.32  (feet)  COMP
 KX1789  MODELED GRAV-     980,123.2   (mgal)                       NAVD 88
 KX1789
 KX1789  VERT ORDER  -  FIRST     CLASS II
 KX1789
 KX1789.The horizontal coordinates were scaled from a topographic map and have
 KX1789.an estimated accuracy of +/- 6 seconds.
 KX1789
 KX1789.The orthometric height was determined by differential leveling
 KX1789.and adjusted by the National Geodetic Survey in June 1991..
 KX1789
 KX1789.The geoid height was determined by GEOID03.
 KX1789
 KX1789.The dynamic height is computed by dividing the NAVD 88
 KX1789.geopotential number by the normal gravity value computed on the
 KX1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1789.degrees latitude (g = 980.6199 gals.).
 KX1789
 KX1789.The modeled gravity was interpolated from observed gravity values.
 KX1789
 KX1789;                    North         East    Units  Estimated Accuracy
 KX1789;SPC PA S     -   166,450.      456,690.      MT  (+/- 180 meters Scaled)
 KX1789
 KX1789                          SUPERSEDED SURVEY CONTROL
 KX1789
 KX1789  NGVD 29 (06/03/92)  303.395  (m)          995.39   (f) ADJUSTED    1 2
 KX1789
 KX1789.Superseded values are not recommended for survey control.
 KX1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1789.See file dsdata.txt to determine how the superseded data were derived.
 KX1789
 KX1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF308199(NAD 83)
 KX1789_MARKER: I = METAL ROD
 KX1789_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KX1789_SP_SET: STAINLESS STEEL ROD
 KX1789_STAMPING: L 401 1982
 KX1789_MARK LOGO: NGS   
 KX1789_PROJECTION: FLUSH
 KX1789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1789_ROD/PIPE-DEPTH: 4.8  meters
 KX1789
 KX1789  HISTORY     - Date     Condition        Report By
 KX1789  HISTORY     - 1982     MONUMENTED       NGS
 KX1789  HISTORY     - 1993     GOOD             USPSQD
 KX1789  HISTORY     - 20040422 GOOD             PADT
 KX1789
 KX1789                          STATION DESCRIPTION
 KX1789
 KX1789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1789'2.0 KM (1.25 MI) EAST FROM SUNNYSIDE.
 KX1789'2.0 KM (1.25 MI) EAST ALONG STATE HIGHWAY 85 FROM THE WEST END OF THE
 KX1789'HIGHWAY BRIDGE OVER COWANSHANNOCK CREEK IN SUNNYSIDE, TO THE MARK ON
 KX1789'THE RIGHT, ON THE SOUTHEAST SIDE OF POWER POLE 77264, 46.00 METERS
 KX1789'(151.0 FT) SOUTH AND ACROSS FROM THE JUNCTION OF HARRIS ROAD,
 KX1789'32.15 METERS (105.5 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A
 KX1789'SINGLE-STORY FRAME HOUSE, 7.62 METERS (25.0 FT) SOUTHEAST OF THE
 KX1789'CENTER OF THE HIGHWAY, AND 0.70 METERS (2.3 FT) SOUTHEAST OF POWER
 KX1789'POLE 77264.
 KX1789'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 KX1789
 KX1789                          STATION RECOVERY (1993)
 KX1789
 KX1789'RECOVERY NOTE BY US POWER SQUADRON 1993 (JBW)
 KX1789'RECOVERED IN GOOD CONDITION.
 KX1789
 KX1789                          STATION RECOVERY (2004)
 KX1789
 KX1789'RECOVERY NOTE BY PA DEPT OF TRANSP 2004 (RAF)
 KX1789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1823 ***********************************************************************
 KX1823  DESIGNATION -  L 402
 KX1823  PID         -  KX1823
 KX1823  STATE/COUNTY-  PA/INDIANA
 KX1823  USGS QUAD   -  PLUMVILLE (1977)
 KX1823
 KX1823                         *CURRENT SURVEY CONTROL
 KX1823  ___________________________________________________________________
 KX1823* NAD 83(1986)-  40 48 01.     (N)    079 09 25.     (W)     SCALED    
 KX1823* NAVD 88     -       378.817  (meters)    1242.84   (feet)  ADJUSTED  
 KX1823  ___________________________________________________________________
 KX1823  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 KX1823  DYNAMIC HT  -         378.629 (meters)    1242.22  (feet)  COMP
 KX1823  MODELED GRAV-     980,117.9   (mgal)                       NAVD 88
 KX1823
 KX1823  VERT ORDER  -  FIRST     CLASS II
 KX1823
 KX1823.The horizontal coordinates were scaled from a topographic map and have
 KX1823.an estimated accuracy of +/- 6 seconds.
 KX1823
 KX1823.The orthometric height was determined by differential leveling
 KX1823.and adjusted by the National Geodetic Survey in June 1991..
 KX1823
 KX1823.The geoid height was determined by GEOID03.
 KX1823
 KX1823.The dynamic height is computed by dividing the NAVD 88
 KX1823.geopotential number by the normal gravity value computed on the
 KX1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1823.degrees latitude (g = 980.6199 gals.).
 KX1823
 KX1823.The modeled gravity was interpolated from observed gravity values.
 KX1823
 KX1823;                    North         East    Units  Estimated Accuracy
 KX1823;SPC PA S     -   163,830.      481,280.      MT  (+/- 180 meters Scaled)
 KX1823
 KX1823                          SUPERSEDED SURVEY CONTROL
 KX1823
 KX1823  NGVD 29 (06/03/92)  378.988  (m)         1243.40   (f) ADJUSTED    1 2
 KX1823
 KX1823.Superseded values are not recommended for survey control.
 KX1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1823.See file dsdata.txt to determine how the superseded data were derived.
 KX1823
 KX1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF554182(NAD 83)
 KX1823_MARKER: I = METAL ROD
 KX1823_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KX1823_SP_SET: STAINLESS STEEL ROD
 KX1823_STAMPING: L 402 1982
 KX1823_MARK LOGO: NGS   
 KX1823_PROJECTION: FLUSH
 KX1823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1823_ROD/PIPE-DEPTH: 3.6  meters
 KX1823
 KX1823  HISTORY     - Date     Condition        Report By
 KX1823  HISTORY     - 1982     MONUMENTED       NGS
 KX1823
 KX1823                          STATION DESCRIPTION
 KX1823
 KX1823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1823'2.6 KM (1.6 MI) NE FROM PLUMVILLE.
 KX1823'1.0 KM (0.65 MI) NORTHEAST ALONG STATE HIGHWAY 210 NORTH FROM THE
 KX1823'JUNCTION OF STATE HIGHWAY 85 IN PLUMVILLE, TO THE MARK ON THE RIGHT.
 KX1823'AT A DOUBLE POWER POLE WITH A WHITE CROSS ON IT.  5.9 METERS (19.5 FT)
 KX1823'EAST OF THE CENTERLINE OF HIGHWAY 210 NORTH, 6.9 METERS (22.5 FT)
 KX1823'NORTHEAST OF A DRIVEWAY, 1.0 METER (3.2 FT) NORTHEAST OF A POWER POLE,
 KX1823'16.5 METERS (54.0 FT) SOUTHWEST OF A CEMENT BLOCK HOUSE.
 KX1823'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1855 ***********************************************************************
 KX1855  DESIGNATION -  L 403
 KX1855  PID         -  KX1855
 KX1855  STATE/COUNTY-  PA/JEFFERSON
 KX1855  USGS QUAD   -  PUNXSUTAWNEY (1994)
 KX1855
 KX1855                         *CURRENT SURVEY CONTROL
 KX1855  ___________________________________________________________________
 KX1855* NAD 83(1986)-  40 57 58.     (N)    078 53 52.     (W)     SCALED    
 KX1855* NAVD 88     -       398.633  (meters)    1307.85   (feet)  ADJUSTED  
 KX1855  ___________________________________________________________________
 KX1855  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 KX1855  DYNAMIC HT  -         398.435 (meters)    1307.20  (feet)  COMP
 KX1855  MODELED GRAV-     980,116.1   (mgal)                       NAVD 88
 KX1855
 KX1855  VERT ORDER  -  FIRST     CLASS II
 KX1855
 KX1855.The horizontal coordinates were scaled from a topographic map and have
 KX1855.an estimated accuracy of +/- 6 seconds.
 KX1855
 KX1855.The orthometric height was determined by differential leveling
 KX1855.and adjusted by the National Geodetic Survey in June 1991..
 KX1855
 KX1855.The geoid height was determined by GEOID03.
 KX1855
 KX1855.The dynamic height is computed by dividing the NAVD 88
 KX1855.geopotential number by the normal gravity value computed on the
 KX1855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1855.degrees latitude (g = 980.6199 gals.).
 KX1855
 KX1855.The modeled gravity was interpolated from observed gravity values.
 KX1855
 KX1855;                    North         East    Units  Estimated Accuracy
 KX1855;SPC PA N     -    89,420.      503,390.      MT  (+/- 180 meters Scaled)
 KX1855
 KX1855                          SUPERSEDED SURVEY CONTROL
 KX1855
 KX1855  NGVD 29 (06/03/92)  398.786  (m)         1308.35   (f) ADJUSTED    1 2
 KX1855
 KX1855.Superseded values are not recommended for survey control.
 KX1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1855.See file dsdata.txt to determine how the superseded data were derived.
 KX1855
 KX1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF768371(NAD 83)
 KX1855_MARKER: I = METAL ROD
 KX1855_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KX1855_SP_SET: STAINLESS STEEL ROD
 KX1855_STAMPING: L 403 1982
 KX1855_MARK LOGO: NGS   
 KX1855_PROJECTION: FLUSH
 KX1855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1855_ROD/PIPE-DEPTH: 8.10 meters
 KX1855
 KX1855  HISTORY     - Date     Condition        Report By
 KX1855  HISTORY     - 1982     MONUMENTED       NGS
 KX1855
 KX1855                          STATION DESCRIPTION
 KX1855
 KX1855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1855'1.6 KM (1.0 MI) SW FROM BIG RUN.
 KX1855'7.5 KM (4.65 MI) NORTHEAST ALONG U.S. HIGHWAY 119 NORTH, FROM THE
 KX1855'CIVIC CENTER AND MUNICIPAL COMPLEX IN PUNXSUTAWNEY, TO THE MARK ON
 KX1855'THE RIGHT, AT THE HENDERSON AND BELL TOWNSHIP LINE.  13.4 METERS (44.0
 KX1855'FT) SOUTHEAST CENTERLINE OF U.S. HIGHWAY 119, 7.9 METERS (26.0 FT)
 KX1855'SOUTHEAST FROM PENNSYLVANIA HISTORICAL SIGN, AND 1.5 METERS (5.0 FT)
 KX1855'EAST OF CABLE POLE.
 KX1855'THE MARK IS 0.60 METERS  W FROM A WITNESS POST.
 KX1855'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1895 ***********************************************************************
 KX1895  DESIGNATION -  L 404
 KX1895  PID         -  KX1895
 KX1895  STATE/COUNTY-  PA/ARMSTRONG
 KX1895  USGS QUAD   -  CHICORA (1993)
 KX1895
 KX1895                         *CURRENT SURVEY CONTROL
 KX1895  ___________________________________________________________________
 KX1895* NAD 83(1986)-  40 55 43.     (N)    079 37 50.     (W)     SCALED    
 KX1895* NAVD 88     -       431.764  (meters)    1416.55   (feet)  ADJUSTED  
 KX1895  ___________________________________________________________________
 KX1895  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 KX1895  DYNAMIC HT  -         431.556 (meters)    1415.86  (feet)  COMP
 KX1895  MODELED GRAV-     980,129.3   (mgal)                       NAVD 88
 KX1895
 KX1895  VERT ORDER  -  FIRST     CLASS II
 KX1895
 KX1895.The horizontal coordinates were scaled from a topographic map and have
 KX1895.an estimated accuracy of +/- 6 seconds.
 KX1895
 KX1895.The orthometric height was determined by differential leveling
 KX1895.and adjusted by the National Geodetic Survey in June 1991..
 KX1895
 KX1895.The geoid height was determined by GEOID03.
 KX1895
 KX1895.The dynamic height is computed by dividing the NAVD 88
 KX1895.geopotential number by the normal gravity value computed on the
 KX1895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1895.degrees latitude (g = 980.6199 gals.).
 KX1895
 KX1895.The modeled gravity was interpolated from observed gravity values.
 KX1895
 KX1895;                    North         East    Units  Estimated Accuracy
 KX1895;SPC PA S     -   178,820.      441,620.      MT  (+/- 180 meters Scaled)
 KX1895
 KX1895                          SUPERSEDED SURVEY CONTROL
 KX1895
 KX1895  NGVD 29 (06/03/92)  431.942  (m)         1417.13   (f) ADJUSTED    1 2
 KX1895
 KX1895.Superseded values are not recommended for survey control.
 KX1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1895.See file dsdata.txt to determine how the superseded data were derived.
 KX1895
 KX1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF152317(NAD 83)
 KX1895_MARKER: I = METAL ROD
 KX1895_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KX1895_SP_SET: STAINLESS STEEL ROD
 KX1895_STAMPING: L 404 1982
 KX1895_MARK LOGO: NGS   
 KX1895_PROJECTION: FLUSH
 KX1895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1895_ROD/PIPE-DEPTH: 2.1  meters
 KX1895
 KX1895  HISTORY     - Date     Condition        Report By
 KX1895  HISTORY     - 1982     MONUMENTED       NGS
 KX1895
 KX1895                          STATION DESCRIPTION
 KX1895
 KX1895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KX1895'5.6 KM (3.5 MI) NORTH FROM COWANSVILLE.
 KX1895'5.6 KM (3.5 MI) NORTH ALONG STATE HIGHWAY 268 FROM THE POST OFFICE IN
 KX1895'COWANSVILLE TO PARADISE PUTTN ARCADE AND MARK SET BY POWER POLE
 KX1895'NO.2-131 WITH TRANSFORMER, 9.3 METERS (30.5 FT) SOUTHWEST OF
 KX1895'CENTERLINE OF STATE HIGHWAY 268, 27.4 METERS (90.0 FT) NORTH FROM
 KX1895'PARADISE PUTTN ARCADE SIGN, 7.6 METERS (25.0 FT) NORTHEAST FROM
 KX1895'TELEPHONE POLE NO. 761 AND 0.6 METER (2.0 FT) EAST FROM POWER POLE
 KX1895'WITH TRANSFORMER NO. 2-131.
 KX1895'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 KX1895'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 ND0147 ***********************************************************************
 ND0147  DESIGNATION -  L 405
 ND0147  PID         -  ND0147
 ND0147  STATE/COUNTY-  PA/ERIE
 ND0147  USGS QUAD   -  ERIE SOUTH (1996)
 ND0147
 ND0147                         *CURRENT SURVEY CONTROL
 ND0147  ___________________________________________________________________
 ND0147* NAD 83(1986)-  42 00 38.     (N)    080 00 39.     (W)     SCALED    
 ND0147* NAVD 88     -       372.379  (meters)    1221.71   (feet)  ADJUSTED  
 ND0147  ___________________________________________________________________
 ND0147  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 ND0147  DYNAMIC HT  -         372.232 (meters)    1221.23  (feet)  COMP
 ND0147  MODELED GRAV-     980,215.7   (mgal)                       NAVD 88
 ND0147
 ND0147  VERT ORDER  -  FIRST     CLASS II
 ND0147
 ND0147.The horizontal coordinates were scaled from a topographic map and have
 ND0147.an estimated accuracy of +/- 6 seconds.
 ND0147
 ND0147.The orthometric height was determined by differential leveling
 ND0147.and adjusted by the National Geodetic Survey in June 1991..
 ND0147
 ND0147.The geoid height was determined by GEOID03.
 ND0147
 ND0147.The dynamic height is computed by dividing the NAVD 88
 ND0147.geopotential number by the normal gravity value computed on the
 ND0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0147.degrees latitude (g = 980.6199 gals.).
 ND0147
 ND0147.The modeled gravity was interpolated from observed gravity values.
 ND0147
 ND0147;                    North         East    Units  Estimated Accuracy
 ND0147;SPC PA N     -   207,220.      412,740.      MT  (+/- 180 meters Scaled)
 ND0147
 ND0147                          SUPERSEDED SURVEY CONTROL
 ND0147
 ND0147  NGVD 29 (06/03/92)  372.544  (m)         1222.25   (f) ADJUSTED    1 2
 ND0147
 ND0147.Superseded values are not recommended for survey control.
 ND0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0147.See file dsdata.txt to determine how the superseded data were derived.
 ND0147
 ND0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG819514(NAD 83)
 ND0147_MARKER: I = METAL ROD
 ND0147_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ND0147_SP_SET: STAINLESS STEEL ROD
 ND0147_STAMPING: L 405 1982
 ND0147_MARK LOGO: NGS   
 ND0147_PROJECTION: FLUSH
 ND0147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ND0147_ROD/PIPE-DEPTH: 4.9  meters
 ND0147
 ND0147  HISTORY     - Date     Condition        Report By
 ND0147  HISTORY     - 1982     MONUMENTED       NGS
 ND0147
 ND0147                          STATION DESCRIPTION
 ND0147
 ND0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 ND0147'8.3 KM (5.15 MI) NNW FROM WATERFORD.
 ND0147'8.3 KM (5.15 MI) NORTH-NORTHWEST FROM POST OFFICE IN WATERFORD, ALONG
 ND0147'STATE HIGHWAY 97 AND SOUTHEAST OF THE NORTHEAST CORNER OF A CINDER
 ND0147'BLOCK HOUSE AT POWER POLE NO. FU 267 A, 10.1 METERS (33.0 FT)
 ND0147'WEST-SOUTHWEST OF CENTERLINE OF STATE HIGHWAY 97, 18.6 METERS (61.2
 ND0147'FT) SOUTHEAST OF THE NORTHEAST CORNER OF CINDER BLOCK HOUSE AND
 ND0147'0.6 METER (2.0 FT) EAST OF POWER POLE NO. FU 267 A.
 ND0147'THE MARK IS 0.7 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB1771 ***********************************************************************
 MB1771  DESIGNATION -  L 406
 MB1771  PID         -  MB1771
 MB1771  STATE/COUNTY-  PA/CRAWFORD
 MB1771  USGS QUAD   -  CAMBRIDGE SPRINGS (1975)
 MB1771
 MB1771                         *CURRENT SURVEY CONTROL
 MB1771  ___________________________________________________________________
 MB1771* NAD 83(1986)-  41 45 17.     (N)    080 07 00.     (W)     SCALED    
 MB1771* NAVD 88     -       347.434  (meters)    1139.87   (feet)  ADJUSTED  
 MB1771  ___________________________________________________________________
 MB1771  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 MB1771  DYNAMIC HT  -         347.289 (meters)    1139.40  (feet)  COMP
 MB1771  MODELED GRAV-     980,196.3   (mgal)                       NAVD 88
 MB1771
 MB1771  VERT ORDER  -  FIRST     CLASS II
 MB1771
 MB1771.The horizontal coordinates were scaled from a topographic map and have
 MB1771.an estimated accuracy of +/- 6 seconds.
 MB1771
 MB1771.The orthometric height was determined by differential leveling
 MB1771.and adjusted by the National Geodetic Survey in June 1991..
 MB1771
 MB1771.The geoid height was determined by GEOID03.
 MB1771
 MB1771.The dynamic height is computed by dividing the NAVD 88
 MB1771.geopotential number by the normal gravity value computed on the
 MB1771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB1771.degrees latitude (g = 980.6199 gals.).
 MB1771
 MB1771.The modeled gravity was interpolated from observed gravity values.
 MB1771
 MB1771;                    North         East    Units  Estimated Accuracy
 MB1771;SPC PA N     -   179,050.      403,200.      MT  (+/- 180 meters Scaled)
 MB1771
 MB1771                          SUPERSEDED SURVEY CONTROL
 MB1771
 MB1771  NGVD 29 (06/03/92)  347.587  (m)         1140.38   (f) ADJUSTED    1 2
 MB1771
 MB1771.Superseded values are not recommended for survey control.
 MB1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB1771.See file dsdata.txt to determine how the superseded data were derived.
 MB1771
 MB1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG734229(NAD 83)
 MB1771_MARKER: I = METAL ROD
 MB1771_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MB1771_SP_SET: STAINLESS STEEL ROD
 MB1771_STAMPING: L 406 1982
 MB1771_MARK LOGO: NGS   
 MB1771_PROJECTION: FLUSH
 MB1771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB1771_ROD/PIPE-DEPTH: 8.5  meters
 MB1771
 MB1771  HISTORY     - Date     Condition        Report By
 MB1771  HISTORY     - 1982     MONUMENTED       NGS
 MB1771
 MB1771                          STATION DESCRIPTION
 MB1771
 MB1771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MB1771'1.9 KM (1.2 MI) SE FROM VENANGO.
 MB1771'4.7 KM (2.9 MI) NORTHEAST ALONG U.S. HIGHWAY 19 FROM THE JUNCTION WITH
 MB1771'STATE HIGHWAY 198 IN SAEGERTOWN TO THE MARK ON THE RIGHT AT TELEPHONE
 MB1771'POLE NO. L-601570, 9.1 METERS (30.0 FT) SOUTHEAST FROM
 MB1771'CENTERLINE OF U.S. HIGHWAY 19, 21.3 METERS (70.0 FT) NORTHEAST FROM
 MB1771'END OF GUARD RAIL AND 0.6 METER (2.0 FT) NORTHWEST FROM TELEPHONE
 MB1771'POLE NO. L-601570.
 MB1771'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1794 ***********************************************************************
 MA1794  DESIGNATION -  L 407
 MA1794  PID         -  MA1794
 MA1794  STATE/COUNTY-  PA/VENANGO
 MA1794  USGS QUAD   -  EMLENTON (1979)
 MA1794
 MA1794                         *CURRENT SURVEY CONTROL
 MA1794  ___________________________________________________________________
 MA1794* NAD 83(1986)-  41 13 46.     (N)    079 43 07.     (W)     SCALED    
 MA1794* NAVD 88     -       293.121  (meters)     961.68   (feet)  ADJUSTED  
 MA1794  ___________________________________________________________________
 MA1794  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 MA1794  DYNAMIC HT  -         292.985 (meters)     961.24  (feet)  COMP
 MA1794  MODELED GRAV-     980,152.5   (mgal)                       NAVD 88
 MA1794
 MA1794  VERT ORDER  -  FIRST     CLASS II
 MA1794
 MA1794.The horizontal coordinates were scaled from a topographic map and have
 MA1794.an estimated accuracy of +/- 6 seconds.
 MA1794
 MA1794.The orthometric height was determined by differential leveling
 MA1794.and adjusted by the National Geodetic Survey in June 1991..
 MA1794
 MA1794.The geoid height was determined by GEOID03.
 MA1794
 MA1794.The dynamic height is computed by dividing the NAVD 88
 MA1794.geopotential number by the normal gravity value computed on the
 MA1794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1794.degrees latitude (g = 980.6199 gals.).
 MA1794
 MA1794.The modeled gravity was interpolated from observed gravity values.
 MA1794
 MA1794;                    North         East    Units  Estimated Accuracy
 MA1794;SPC PA N     -   119,900.      434,970.      MT  (+/- 180 meters Scaled)
 MA1794
 MA1794                          SUPERSEDED SURVEY CONTROL
 MA1794
 MA1794  NGVD 29 (06/03/92)  293.286  (m)          962.22   (f) ADJUSTED    1 2
 MA1794
 MA1794.Superseded values are not recommended for survey control.
 MA1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1794.See file dsdata.txt to determine how the superseded data were derived.
 MA1794
 MA1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF073650(NAD 83)
 MA1794_MARKER: DB = BENCH MARK DISK
 MA1794_SETTING: 66 = SET IN ROCK OUTCROP
 MA1794_SP_SET: ROCK OUTCROP
 MA1794_STAMPING: L 407 1982
 MA1794_MARK LOGO: NGS   
 MA1794_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MA1794+STABILITY: POSITION/ELEVATION WELL
 MA1794
 MA1794  HISTORY     - Date     Condition        Report By
 MA1794  HISTORY     - 1982     MONUMENTED       NGS
 MA1794
 MA1794                          STATION DESCRIPTION
 MA1794
 MA1794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MA1794'5.8 KM (3.6 MI) WEST FROM EMLENTON.
 MA1794'0.5 KM (0.3 MI) EAST ALONG STATE HIGHWAY FROM THE BRIDGE OVER THE
 MA1794'ALLEGHENY RIVER IN EMLENTON, THENCE 1.3 KM (0.8 MI) NORTHWEST ALONG
 MA1794'KERR AVENUE, THENCE 6.1 KM (3.8 MI) NORTH ALONG DOTTER ROAD TO THE
 MA1794'MARK ON THE RIGHT WHERE THE ROAD TURNS SHARP TO THE SOUTHWEST AND A
 MA1794'TRACK ROAD THAT GOES TO THE NORTH.  8.8 METERS (29.0 FT) NORTHEAST
 MA1794'OF THE CENTER OF DOTTER ROAD, 2.2 METERS (7.5 FT) NORTH-NORTHWEST OF
 MA1794'THE CENTER OF THE TRACK ROAD.
 MA1794'THE MARK IS 0.60 METERS  N FROM A WITNESS POST.
 MA1794'THE MARK IS ABOVE LEVEL WITH DOTTER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA1802 ***********************************************************************
 MA1802  DESIGNATION -  L 408
 MA1802  PID         -  MA1802
 MA1802  STATE/COUNTY-  PA/VENANGO
 MA1802  USGS QUAD   -  CRANBERRY (1977)
 MA1802
 MA1802                         *CURRENT SURVEY CONTROL
 MA1802  ___________________________________________________________________
 MA1802* NAD 83(1986)-  41 17 37.     (N)    079 44 30.     (W)     SCALED    
 MA1802* NAVD 88     -       439.634  (meters)    1442.37   (feet)  ADJUSTED  
 MA1802  ___________________________________________________________________
 MA1802  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 MA1802  DYNAMIC HT  -         439.429 (meters)    1441.69  (feet)  COMP
 MA1802  MODELED GRAV-     980,144.3   (mgal)                       NAVD 88
 MA1802
 MA1802  VERT ORDER  -  FIRST     CLASS II
 MA1802
 MA1802.The horizontal coordinates were scaled from a topographic map and have
 MA1802.an estimated accuracy of +/- 6 seconds.
 MA1802
 MA1802.The orthometric height was determined by differential leveling
 MA1802.and adjusted by the National Geodetic Survey in June 1991..
 MA1802
 MA1802.The geoid height was determined by GEOID03.
 MA1802
 MA1802.The dynamic height is computed by dividing the NAVD 88
 MA1802.geopotential number by the normal gravity value computed on the
 MA1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA1802.degrees latitude (g = 980.6199 gals.).
 MA1802
 MA1802.The modeled gravity was interpolated from observed gravity values.
 MA1802
 MA1802;                    North         East    Units  Estimated Accuracy
 MA1802;SPC PA N     -   127,070.      433,200.      MT  (+/- 180 meters Scaled)
 MA1802
 MA1802                          SUPERSEDED SURVEY CONTROL
 MA1802
 MA1802  NGVD 29 (06/03/92)  439.791  (m)         1442.88   (f) ADJUSTED    1 2
 MA1802
 MA1802.Superseded values are not recommended for survey control.
 MA1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA1802.See file dsdata.txt to determine how the superseded data were derived.
 MA1802
 MA1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF053721(NAD 83)
 MA1802_MARKER: I = METAL ROD
 MA1802_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MA1802_SP_SET: STAINLESS STEEL ROD
 MA1802_STAMPING: L 408 1982
 MA1802_MARK LOGO: NGS   
 MA1802_PROJECTION: FLUSH
 MA1802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA1802_ROD/PIPE-DEPTH: 3.6  meters
 MA1802
 MA1802  HISTORY     - Date     Condition        Report By
 MA1802  HISTORY     - 1982     MONUMENTED       NGS
 MA1802
 MA1802                          STATION DESCRIPTION
 MA1802
 MA1802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MA1802'1.6 KM (1.0 MI) NORTH FROM ROCKLAND.
 MA1802'7.1 KM (4.45 MI) SOUTH ALONG STATE HIGHWAY 257 FROM THE JUNCTION
 MA1802'WITH U.S. HIGHWAY 322 IN CRANBERRY TO THE MARK ON THE RIGHT JUST PAST
 MA1802'A SIDE ROAD RIGHT, 16.7 METERS (55.0 FT) NORTHWEST FROM THE
 MA1802'CENTERLINE OF STATE HIGHWAY 257 AND 24.9 METERS (82.0 FT) SOUTH OF
 MA1802'THE CENTER OF A BLACKTOP ROAD.
 MA1802'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 MA1802'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1463 ***********************************************************************
 KW1463  DESIGNATION -  L 41
 KW1463  PID         -  KW1463
 KW1463  STATE/COUNTY-  PA/DAUPHIN
 KW1463  USGS QUAD   -  TOWER CITY (1974)
 KW1463
 KW1463                         *CURRENT SURVEY CONTROL
 KW1463  ___________________________________________________________________
 KW1463* NAD 83(1986)-  40 34 48.     (N)    076 37 18.     (W)     SCALED    
 KW1463* NAVD 88     -       222.598  (meters)     730.31   (feet)  ADJUSTED  
 KW1463  ___________________________________________________________________
 KW1463  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 KW1463  DYNAMIC HT  -         222.488 (meters)     729.95  (feet)  COMP
 KW1463  MODELED GRAV-     980,129.0   (mgal)                       NAVD 88
 KW1463
 KW1463  VERT ORDER  -  SECOND    CLASS 0
 KW1463
 KW1463.The horizontal coordinates were scaled from a topographic map and have
 KW1463.an estimated accuracy of +/- 6 seconds.
 KW1463
 KW1463.The orthometric height was determined by differential leveling
 KW1463.and adjusted by the National Geodetic Survey in June 1991..
 KW1463
 KW1463.The geoid height was determined by GEOID03.
 KW1463
 KW1463.The dynamic height is computed by dividing the NAVD 88
 KW1463.geopotential number by the normal gravity value computed on the
 KW1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1463.degrees latitude (g = 980.6199 gals.).
 KW1463
 KW1463.The modeled gravity was interpolated from observed gravity values.
 KW1463
 KW1463;                    North         East    Units  Estimated Accuracy
 KW1463;SPC PA S     -   139,040.      695,530.      MT  (+/- 180 meters Scaled)
 KW1463
 KW1463                          SUPERSEDED SURVEY CONTROL
 KW1463
 KW1463  NGVD 29 (??/??/??)  222.836  (m)          731.09   (f) ADJUSTED    2 0
 KW1463
 KW1463.Superseded values are not recommended for survey control.
 KW1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1463.See file dsdata.txt to determine how the superseded data were derived.
 KW1463
 KW1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK627933(NAD 83)
 KW1463_MARKER: DB = BENCH MARK DISK
 KW1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1463_STAMPING: L 41 1934
 KW1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1463+STABILITY: SURFACE MOTION
 KW1463
 KW1463  HISTORY     - Date     Condition        Report By
 KW1463  HISTORY     - 1934     MONUMENTED       CGS
 KW1463  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 KW1463  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KW1463
 KW1463                          STATION DESCRIPTION
 KW1463
 KW1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW1463'AT WILLIAMSTOWN.
 KW1463'AT WILLIAMSTOWN, DAUPHIN COUNTY, ON MARKET STREET, AT THE
 KW1463'PAROCHIAL SCHOOL, 80 FEET NORTH OF THE CENTERLINE OF THE STREET,
 KW1463'17 FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING, 2 FEET
 KW1463'WEST OF THE SOUTHEAST CORNER OF THE STEPS, AND 2 FEET SOUTH OF
 KW1463'THE BUILDING.  A STANDARD DISK, STAMPED L 41 1934 AND SET IN THE
 KW1463'TOP OF A CONCRETE POST.
 KW1463
 KW1463                          STATION RECOVERY (1987)
 KW1463
 KW1463'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 KW1463'MARK NOT FOUND.
 KW1463
 KW1463                          STATION RECOVERY (1989)
 KW1463
 KW1463'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 KW1463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1580 ***********************************************************************
 LZ1580  DESIGNATION -  L 411
 LZ1580  PID         -  LZ1580
 LZ1580  STATE/COUNTY-  PA/BRADFORD
 LZ1580  USGS QUAD   -  GILLETT (1969)
 LZ1580
 LZ1580                         *CURRENT SURVEY CONTROL
 LZ1580  ___________________________________________________________________
 LZ1580* NAD 83(1986)-  41 55 54.     (N)    076 47 56.     (W)     SCALED    
 LZ1580* NAVD 88     -       378.344  (meters)    1241.28   (feet)  ADJUSTED  
 LZ1580  ___________________________________________________________________
 LZ1580  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 LZ1580  DYNAMIC HT  -         378.189 (meters)    1240.78  (feet)  COMP
 LZ1580  MODELED GRAV-     980,201.9   (mgal)                       NAVD 88
 LZ1580
 LZ1580  VERT ORDER  -  FIRST     CLASS II
 LZ1580
 LZ1580.The horizontal coordinates were scaled from a topographic map and have
 LZ1580.an estimated accuracy of +/- 6 seconds.
 LZ1580
 LZ1580.The orthometric height was determined by differential leveling
 LZ1580.and adjusted by the National Geodetic Survey in June 1991..
 LZ1580
 LZ1580.The geoid height was determined by GEOID03.
 LZ1580
 LZ1580.The dynamic height is computed by dividing the NAVD 88
 LZ1580.geopotential number by the normal gravity value computed on the
 LZ1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1580.degrees latitude (g = 980.6199 gals.).
 LZ1580
 LZ1580.The modeled gravity was interpolated from observed gravity values.
 LZ1580
 LZ1580;                    North         East    Units  Estimated Accuracy
 LZ1580;SPC PA N     -   196,450.      678,880.      MT  (+/- 180 meters Scaled)
 LZ1580
 LZ1580                          SUPERSEDED SURVEY CONTROL
 LZ1580
 LZ1580.No superseded survey control is available for this station.
 LZ1580
 LZ1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM508437(NAD 83)
 LZ1580_MARKER: I = METAL ROD
 LZ1580_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LZ1580+WITH SETTING: INFORMATION.
 LZ1580_SP_SET: SHALLOW SET METAL ROD
 LZ1580_STAMPING: L 411 1983
 LZ1580_MARK LOGO: NGS   
 LZ1580_PROJECTION: FLUSH
 LZ1580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1580_ROD/PIPE-DEPTH: 2.4  meters
 LZ1580
 LZ1580  HISTORY     - Date     Condition        Report By
 LZ1580  HISTORY     - 1983     MONUMENTED       NGS
 LZ1580
 LZ1580                          STATION DESCRIPTION
 LZ1580
 LZ1580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LZ1580'2.9 KM (1.8 MI) SOUTH FROM GILLETT.
 LZ1580'2.9 KM (1.8 MI) SOUTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE IN
 LZ1580'GILLETT TO THE MARK ON THE LEFT, 12.0 METERS (39.5 FT) EAST OF THE
 LZ1580'CENTERLINE OF THE HIGHWAY, 7.0 METERS (23.0 FT) SOUTHWEST OF THE
 LZ1580'SOUTHWEST CORNER OF A WHITE BLOCK BUILDING, 0.60 METER (2.0 FT)
 LZ1580'SOUTHEAST OF A POWER POLE.  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE
 LZ1580'THE ROD, DRIVEN TO REFUSAL AND ANCHORED AT 2.4 METERS.
 LZ1580'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1607 ***********************************************************************
 LZ1607  DESIGNATION -  L 412
 LZ1607  PID         -  LZ1607
 LZ1607  STATE/COUNTY-  PA/LYCOMING
 LZ1607  USGS QUAD   -  RALSTON (1986)
 LZ1607
 LZ1607                         *CURRENT SURVEY CONTROL
 LZ1607  ___________________________________________________________________
 LZ1607* NAD 83(1986)-  41 31 13.     (N)    076 57 17.     (W)     SCALED    
 LZ1607* NAVD 88     -       265.370  (meters)     870.63   (feet)  ADJUSTED  
 LZ1607  ___________________________________________________________________
 LZ1607  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 LZ1607  DYNAMIC HT  -         265.254 (meters)     870.25  (feet)  COMP
 LZ1607  MODELED GRAV-     980,179.4   (mgal)                       NAVD 88
 LZ1607
 LZ1607  VERT ORDER  -  FIRST     CLASS II
 LZ1607
 LZ1607.The horizontal coordinates were scaled from a topographic map and have
 LZ1607.an estimated accuracy of +/- 6 seconds.
 LZ1607
 LZ1607.The orthometric height was determined by differential leveling
 LZ1607.and adjusted by the National Geodetic Survey in June 1991..
 LZ1607
 LZ1607.The geoid height was determined by GEOID03.
 LZ1607
 LZ1607.The dynamic height is computed by dividing the NAVD 88
 LZ1607.geopotential number by the normal gravity value computed on the
 LZ1607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1607.degrees latitude (g = 980.6199 gals.).
 LZ1607
 LZ1607.The modeled gravity was interpolated from observed gravity values.
 LZ1607
 LZ1607;                    North         East    Units  Estimated Accuracy
 LZ1607;SPC PA N     -   150,630.      666,380.      MT  (+/- 180 meters Scaled)
 LZ1607
 LZ1607                          SUPERSEDED SURVEY CONTROL
 LZ1607
 LZ1607.No superseded survey control is available for this station.
 LZ1607
 LZ1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL369983(NAD 83)
 LZ1607_MARKER: DB = BENCH MARK DISK
 LZ1607_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LZ1607_SP_SET: ABUTMENT
 LZ1607_STAMPING: L 412 1983
 LZ1607_MARK LOGO: NGS   
 LZ1607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ1607
 LZ1607  HISTORY     - Date     Condition        Report By
 LZ1607  HISTORY     - 1983     MONUMENTED       NGS
 LZ1607
 LZ1607                          STATION DESCRIPTION
 LZ1607
 LZ1607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LZ1607'1.6 KM (1.0 MI) NORTH FROM RALSTON.
 LZ1607'1.6 KM (1.0 MI) NORTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE IN
 LZ1607'RALSTON TO THE MARK ON THE LEFT, IN THE SOUTHWEST ABUTMENT OF BRIDGE
 LZ1607'OVER LYCOMING CREEK, 4.1 METERS (13.5 FT) WEST OF THE CENTERLINE OF
 LZ1607'THE HIGHWAY.
 LZ1607'THE MARK IS 0.15 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ1626 ***********************************************************************
 LZ1626  DESIGNATION -  L 413
 LZ1626  PID         -  LZ1626
 LZ1626  STATE/COUNTY-  PA/LYCOMING
 LZ1626  USGS QUAD   -  MONTOURSVILLE SOUTH (1994)
 LZ1626
 LZ1626                         *CURRENT SURVEY CONTROL
 LZ1626  ___________________________________________________________________
 LZ1626* NAD 83(1986)-  41 14 09.     (N)    076 59 44.     (W)     SCALED    
 LZ1626* NAVD 88     -       167.539  (meters)     549.67   (feet)  ADJUSTED  
 LZ1626  ___________________________________________________________________
 LZ1626  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 LZ1626  DYNAMIC HT  -         167.466 (meters)     549.43  (feet)  COMP
 LZ1626  MODELED GRAV-     980,185.4   (mgal)                       NAVD 88
 LZ1626
 LZ1626  VERT ORDER  -  FIRST     CLASS II
 LZ1626
 LZ1626.The horizontal coordinates were scaled from a topographic map and have
 LZ1626.an estimated accuracy of +/- 6 seconds.
 LZ1626
 LZ1626.The orthometric height was determined by differential leveling
 LZ1626.and adjusted by the National Geodetic Survey in June 1991..
 LZ1626
 LZ1626.The geoid height was determined by GEOID03.
 LZ1626
 LZ1626.The dynamic height is computed by dividing the NAVD 88
 LZ1626.geopotential number by the normal gravity value computed on the
 LZ1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ1626.degrees latitude (g = 980.6199 gals.).
 LZ1626
 LZ1626.The modeled gravity was interpolated from observed gravity values.
 LZ1626
 LZ1626;                    North         East    Units  Estimated Accuracy
 LZ1626;SPC PA N     -   119,010.      663,250.      MT  (+/- 180 meters Scaled)
 LZ1626
 LZ1626                          SUPERSEDED SURVEY CONTROL
 LZ1626
 LZ1626.No superseded survey control is available for this station.
 LZ1626
 LZ1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL327668(NAD 83)
 LZ1626_MARKER: DB = BENCH MARK DISK
 LZ1626_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LZ1626_SP_SET: ABUTMENT
 LZ1626_STAMPING: L 413 1983
 LZ1626_MARK LOGO: NGS   
 LZ1626_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LZ1626+STABILITY: POSITION/ELEVATION WELL
 LZ1626
 LZ1626  HISTORY     - Date     Condition        Report By
 LZ1626  HISTORY     - 1983     MONUMENTED       NGS
 LZ1626
 LZ1626                          STATION DESCRIPTION
 LZ1626
 LZ1626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LZ1626'IN WILLIAMSPORT.
 LZ1626'IN WILLIAMSPORT, AT THE MARKET STREET BRIDGE OVER THE SUSQUEHANNA
 LZ1626'RIVER, IN THE SOUTHEAST ABUTMENT, 4.5 METERS (15.0 FT) NORTHEAST OF
 LZ1626'THE CENTERLINE OF THE NORTHBOUND LANE OF U.S. HIGHWAY 15.
 LZ1626'THE MARK IS 0.15 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KY2930 ***********************************************************************
 KY2930  DESIGNATION -  L 414
 KY2930  PID         -  KY2930
 KY2930  STATE/COUNTY-  PA/BEAVER
 KY2930  USGS QUAD   -  ZELIENOPLE (1990)
 KY2930
 KY2930                         *CURRENT SURVEY CONTROL
 KY2930  ___________________________________________________________________
 KY2930* NAD 83(1986)-  40 49 05.     (N)    080 10 34.     (W)     SCALED    
 KY2930* NAVD 88     -       334.661  (meters)    1097.97   (feet)  ADJUSTED  
 KY2930  ___________________________________________________________________
 KY2930  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 KY2930  DYNAMIC HT  -         334.493 (meters)    1097.42  (feet)  COMP
 KY2930  MODELED GRAV-     980,111.0   (mgal)                       NAVD 88
 KY2930
 KY2930  VERT ORDER  -  FIRST     CLASS II
 KY2930
 KY2930.The horizontal coordinates were scaled from a topographic map and have
 KY2930.an estimated accuracy of +/- 6 seconds.
 KY2930
 KY2930.The orthometric height was determined by differential leveling
 KY2930.and adjusted by the National Geodetic Survey in June 1991..
 KY2930
 KY2930.The geoid height was determined by GEOID03.
 KY2930
 KY2930.The dynamic height is computed by dividing the NAVD 88
 KY2930.geopotential number by the normal gravity value computed on the
 KY2930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KY2930.degrees latitude (g = 980.6199 gals.).
 KY2930
 KY2930.The modeled gravity was interpolated from observed gravity values.
 KY2930
 KY2930;                    North         East    Units  Estimated Accuracy
 KY2930;SPC PA S     -   167,670.      395,350.      MT  (+/- 180 meters Scaled)
 KY2930
 KY2930                          SUPERSEDED SURVEY CONTROL
 KY2930
 KY2930  NGVD 29 (06/03/92)  334.792  (m)         1098.40   (f) ADJUSTED    1 2
 KY2930
 KY2930.Superseded values are not recommended for survey control.
 KY2930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KY2930.See file dsdata.txt to determine how the superseded data were derived.
 KY2930
 KY2930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF694188(NAD 83)
 KY2930_MARKER: I = METAL ROD
 KY2930_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KY2930+WITH SETTING: INFORMATION.
 KY2930_SP_SET: SHALLOW SET METAL ROD
 KY2930_STAMPING: L 414 1983
 KY2930_MARK LOGO: NGS   
 KY2930_PROJECTION: FLUSH
 KY2930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KY2930_ROD/PIPE-DEPTH: 2.4  meters
 KY2930
 KY2930  HISTORY     - Date     Condition        Report By
 KY2930  HISTORY     - 1983     MONUMENTED       NGS
 KY2930
 KY2930                          STATION DESCRIPTION
 KY2930
 KY2930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KY2930'5.0 KM (3.1 MI) NW FROM ZELIENOPLE.
 KY2930'5.0 KM (3.1 MI) NORTHWEST ALONG STATE HIGHWAY 288 FROM THE JUNCTION OF
 KY2930'STATE HIGHWAYS 68 AND 288 IN ZELIENOPLE TO THE MARK ON THE LEFT,
 KY2930'6.7 METERS (22.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 KY2930'23.5 METERS (77.1 FT) NORTH OF THE CENTER OF A GRAVEL DRIVEWAY,
 KY2930'1.2 METERS (4.0 FT) NORTHEAST OF CABLE POLE 607.  NOTE--SEVERAL
 KY2930'ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL AND ANCHORED.
 KY2930'THE MARK IS 0.15 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0857 ***********************************************************************
 KX0857  DESIGNATION -  L 41.49
 KX0857  PID         -  KX0857
 KX0857  STATE/COUNTY-  PA/INDIANA
 KX0857  USGS QUAD   -  INDIANA (1981)
 KX0857
 KX0857                         *CURRENT SURVEY CONTROL
 KX0857  ___________________________________________________________________
 KX0857* NAD 83(1986)-  40 30 42.     (N)    079 10 47.     (W)     SCALED    
 KX0857* NAVD 88     -       302.219  (meters)     991.53   (feet)  ADJUSTED  
 KX0857  ___________________________________________________________________
 KX0857  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 KX0857  DYNAMIC HT  -         302.055 (meters)     990.99  (feet)  COMP
 KX0857  MODELED GRAV-     980,077.6   (mgal)                       NAVD 88
 KX0857
 KX0857  VERT ORDER  -  FIRST     CLASS II
 KX0857
 KX0857.The horizontal coordinates were scaled from a topographic map and have
 KX0857.an estimated accuracy of +/- 6 seconds.
 KX0857
 KX0857.The orthometric height was determined by differential leveling
 KX0857.and adjusted by the National Geodetic Survey in June 1991..
 KX0857
 KX0857.The geoid height was determined by GEOID03.
 KX0857
 KX0857.The dynamic height is computed by dividing the NAVD 88
 KX0857.geopotential number by the normal gravity value computed on the
 KX0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX0857.degrees latitude (g = 980.6199 gals.).
 KX0857
 KX0857.The modeled gravity was interpolated from observed gravity values.
 KX0857
 KX0857;                    North         East    Units  Estimated Accuracy
 KX0857;SPC PA S     -   131,820.      478,840.      MT  (+/- 180 meters Scaled)
 KX0857
 KX0857                          SUPERSEDED SURVEY CONTROL
 KX0857
 KX0857  NGVD 29 (??/??/92)  302.392  (m)          992.10   (f) ADJ UNCH    1 2
 KX0857
 KX0857.Superseded values are not recommended for survey control.
 KX0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0857.See file dsdata.txt to determine how the superseded data were derived.
 KX0857
 KX0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE542861(NAD 83)
 KX0857_MARKER: Z = SEE DESCRIPTION
 KX0857_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0857_SP_SET: BRIDGE
 KX0857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0857
 KX0857  HISTORY     - Date     Condition        Report By
 KX0857  HISTORY     - 1917     MONUMENTED       BORR
 KX0857  HISTORY     - 1961     GOOD             USGS
 KX0857  HISTORY     - 20050901 MARK NOT FOUND   PADT
 KX0857
 KX0857                          STATION DESCRIPTION
 KX0857
 KX0857'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1917
 KX0857'1.9 MI S FROM HOMER CITY.
 KX0857'ON BRIDGE L-41.49, ON BACKWALL OF NORTH ABUTMENT ON LEFT SIDE
 KX0857'OF TRACK, FIRST STONE DOWN 2191+18.0.  A B.R. AND P.RY. STANDARD
 KX0857'PLUG.  NOTE-- HOMER CITY, 1.9 MILES S ALONG THE B AND O RR FROM
 KX0857'X-ING OF ST. HWY. 56 SW OF TOWN, 1.0 MILE N OF ROAD S-ING
 KX0857'AT CORAL, AT RR BRIDGE 1-41.49 OVER TWO LICK CREEK, 7 POLES
 KX0857'S. OF A FARM ROAD X-ING, SET IN THE TOP OF THE FIRST STONE
 KX0857'DOWN OF THE NE STONE WINGWALL, A BUFFALO, ROCHESTER AND PITTSBURGH
 KX0857'RR STD. DISK.
 KX0857
 KX0857                          STATION RECOVERY (1961)
 KX0857
 KX0857'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KX0857'RECOVERED IN GOOD CONDITION.
 KX0857
 KX0857                          STATION RECOVERY (2005)
 KX0857
 KX0857'RECOVERY NOTE BY PA DEPT OF TRANSP 2005 (LJM)
 KX0857'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JW1057 ***********************************************************************
 JW1057  DESIGNATION -  L 416
 JW1057  PID         -  JW1057
 JW1057  STATE/COUNTY-  PA/FAYETTE
 JW1057  USGS QUAD   -  SMITHFIELD (1979)
 JW1057
 JW1057                         *CURRENT SURVEY CONTROL
 JW1057  ___________________________________________________________________
 JW1057* NAD 83(1986)-  39 49 09.     (N)    079 46 52.     (W)     SCALED    
 JW1057* NAVD 88     -       335.930  (meters)    1102.13   (feet)  ADJUSTED  
 JW1057  ___________________________________________________________________
 JW1057  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 JW1057  DYNAMIC HT  -         335.733 (meters)    1101.48  (feet)  COMP
 JW1057  MODELED GRAV-     980,031.5   (mgal)                       NAVD 88
 JW1057
 JW1057  VERT ORDER  -  FIRST     CLASS II
 JW1057
 JW1057.The horizontal coordinates were scaled from a topographic map and have
 JW1057.an estimated accuracy of +/- 6 seconds.
 JW1057
 JW1057.The orthometric height was determined by differential leveling
 JW1057.and adjusted by the National Geodetic Survey in June 1991..
 JW1057
 JW1057.The geoid height was determined by GEOID03.
 JW1057
 JW1057.The dynamic height is computed by dividing the NAVD 88
 JW1057.geopotential number by the normal gravity value computed on the
 JW1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JW1057.degrees latitude (g = 980.6199 gals.).
 JW1057
 JW1057.The modeled gravity was interpolated from observed gravity values.
 JW1057
 JW1057;                    North         East    Units  Estimated Accuracy
 JW1057;SPC PA S     -    55,940.      426,110.      MT  (+/- 180 meters Scaled)
 JW1057
 JW1057                          SUPERSEDED SURVEY CONTROL
 JW1057
 JW1057.No superseded survey control is available for this station.
 JW1057
 JW1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPE043083(NAD 83)
 JW1057_MARKER: I = METAL ROD
 JW1057_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JW1057+WITH SETTING: INFORMATION.
 JW1057_SP_SET: SHALLOW SET METAL ROD
 JW1057_STAMPING: L 416 1983
 JW1057_MARK LOGO: NGS   
 JW1057_PROJECTION: FLUSH
 JW1057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JW1057_ROD/PIPE-DEPTH: 1.5  meters
 JW1057
 JW1057  HISTORY     - Date     Condition        Report By
 JW1057  HISTORY     - 1983     MONUMENTED       NGS
 JW1057
 JW1057                          STATION DESCRIPTION
 JW1057
 JW1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JW1057'3.3 KM (2.05 MI) NE FROM SMITHFIELD.
 JW1057'3.3 KM (2.05 MI) NORTHEAST ALONG U.S. HIGHWAY 119 FROM THE POST OFFICE
 JW1057'IN SMITHFIELD TO A PAVED ROAD LEADING EAST TO FAIRCHANCE AND THE MARK
 JW1057'ON THE RIGHT, 8.23 METERS (27.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 JW1057'HIGHWAY, 14.63 METERS (48.0 FT) NORTH OF THE CENTER OF THE ROAD,
 JW1057'16.22 METERS (53.2 FT) SOUTH OF AND ACROSS THE HIGHWAY FROM A FIRE
 JW1057'HYDRANT, 1.07 METERS (3.5 FT) SOUTHEAST OF A UTILITY POLE.
 JW1057'NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL
 JW1057'AND ANCHORED.
 JW1057'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1914 ***********************************************************************
 KX1914  DESIGNATION -  L 417
 KX1914  PID         -  KX1914
 KX1914  STATE/COUNTY-  PA/WASHINGTON
 KX1914  USGS QUAD   -  CALIFORNIA (1979)
 KX1914
 KX1914                         *CURRENT SURVEY CONTROL
 KX1914  ___________________________________________________________________
 KX1914* NAD 83(1986)-  40 01 41.     (N)    079 53 31.     (W)     SCALED    
 KX1914* NAVD 88     -       300.226  (meters)     984.99   (feet)  ADJUSTED  
 KX1914  ___________________________________________________________________
 KX1914  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 KX1914  DYNAMIC HT  -         300.062 (meters)     984.45  (feet)  COMP
 KX1914  MODELED GRAV-     980,072.8   (mgal)                       NAVD 88
 KX1914
 KX1914  VERT ORDER  -  FIRST     CLASS II
 KX1914
 KX1914.The horizontal coordinates were scaled from a topographic map and have
 KX1914.an estimated accuracy of +/- 6 seconds.
 KX1914
 KX1914.The orthometric height was determined by differential leveling
 KX1914.and adjusted by the National Geodetic Survey in June 1991..
 KX1914
 KX1914.The geoid height was determined by GEOID03.
 KX1914
 KX1914.The dynamic height is computed by dividing the NAVD 88
 KX1914.geopotential number by the normal gravity value computed on the
 KX1914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1914.degrees latitude (g = 980.6199 gals.).
 KX1914
 KX1914.The modeled gravity was interpolated from observed gravity values.
 KX1914
 KX1914;                    North         East    Units  Estimated Accuracy
 KX1914;SPC PA S     -    79,360.      417,190.      MT  (+/- 180 meters Scaled)
 KX1914
 KX1914                          SUPERSEDED SURVEY CONTROL
 KX1914
 KX1914.No superseded survey control is available for this station.
 KX1914
 KX1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNE945314(NAD 83)
 KX1914_MARKER: DB = BENCH MARK DISK
 KX1914_SETTING: 66 = SET IN ROCK OUTCROP
 KX1914_SP_SET: ROCK OUTCROP
 KX1914_STAMPING: L 417 1983
 KX1914_MARK LOGO: NGS   
 KX1914_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KX1914+STABILITY: POSITION/ELEVATION WELL
 KX1914
 KX1914  HISTORY     - Date     Condition        Report By
 KX1914  HISTORY     - 1983     MONUMENTED       NGS
 KX1914
 KX1914                          STATION DESCRIPTION
 KX1914
 KX1914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KX1914'1.1 KM (0.65 MI) NW FROM BROWNSVILLE.
 KX1914'0.9 KM (0.55 MI) WEST ALONG U.S. HIGHWAY 40 FROM THE SOUTHEAST END OF
 KX1914'THE BRIDGE OVER THE MONONGAHELA RIVER IN BROWNSVILLE, THENCE 0.2 KM
 KX1914'(0.1 MI) NORTH ALONG STATE HIGHWAY 88 TO THE MARK ON THE RIGHT, SET
 KX1914'VERTICALLY, NEAR THE NORTHWEST END OF A ROCK CUT, 7.01 METERS
 KX1914'(23.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 11.89 METERS
 KX1914'(39.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE SOLID ROCK PART OF THE
 KX1914'ROCK CUT.
 KX1914'THE MARK IS 1.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0086 ***********************************************************************
 KW0086  DESIGNATION -  L 42
 KW0086  PID         -  KW0086
 KW0086  STATE/COUNTY-  PA/SCHUYLKILL
 KW0086  USGS QUAD   -  POTTSVILLE (1994)
 KW0086
 KW0086                         *CURRENT SURVEY CONTROL
 KW0086  ___________________________________________________________________
 KW0086* NAD 83(1986)-  40 38 36.     (N)    076 11 18.     (W)     SCALED    
 KW0086* NAVD 88     -       167.150  (meters)     548.39   (feet)  ADJUSTED  
 KW0086  ___________________________________________________________________
 KW0086  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 KW0086  DYNAMIC HT  -         167.068 (meters)     548.12  (feet)  COMP
 KW0086  MODELED GRAV-     980,128.5   (mgal)                       NAVD 88
 KW0086
 KW0086  VERT ORDER  -  SECOND    CLASS 0
 KW0086
 KW0086.The horizontal coordinates were scaled from a topographic map and have
 KW0086.an estimated accuracy of +/- 6 seconds.
 KW0086
 KW0086.The orthometric height was determined by differential leveling
 KW0086.and adjusted by the National Geodetic Survey in June 1991..
 KW0086
 KW0086.The geoid height was determined by GEOID03.
 KW0086
 KW0086.The dynamic height is computed by dividing the NAVD 88
 KW0086.geopotential number by the normal gravity value computed on the
 KW0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0086.degrees latitude (g = 980.6199 gals.).
 KW0086
 KW0086.The modeled gravity was interpolated from observed gravity values.
 KW0086
 KW0086;                    North         East    Units  Estimated Accuracy
 KW0086;SPC PA S     -   146,630.      732,090.      MT  (+/- 180 meters Scaled)
 KW0086
 KW0086                          SUPERSEDED SURVEY CONTROL
 KW0086
 KW0086  NGVD 29 (??/??/??)  167.356  (m)          549.07   (f) ADJUSTED    2 0
 KW0086
 KW0086.Superseded values are not recommended for survey control.
 KW0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0086.See file dsdata.txt to determine how the superseded data were derived.
 KW0086
 KW0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK995998(NAD 83)
 KW0086_MARKER: DB = BENCH MARK DISK
 KW0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0086_STAMPING: L 42 1934
 KW0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0086+STABILITY: SURFACE MOTION
 KW0086
 KW0086  HISTORY     - Date     Condition        Report By
 KW0086  HISTORY     - 1934     MONUMENTED       CGS
 KW0086  HISTORY     - 19970209 MARK NOT FOUND   USPSQD
 KW0086
 KW0086                          STATION DESCRIPTION
 KW0086
 KW0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0086'1.2 MI N FROM SCHUYLKILL HAVEN.
 KW0086'1.2 MILES NORTH ALONG THE READING CO. RAILWAY FROM SCHUYLKILL
 KW0086'HAVEN, SCHUYLKILL COUNTY, ABOUT 0.5 MILE NORTH OF THE STATION
 KW0086'SIGNBOARD AT CONNOR, ABOUT 200 FEET SOUTH OF HALL SEMAPHORE 8,
 KW0086'ABOUT 130 FEET NORTH OF THE TWO-STORY HOUSE OF JOHN DARISH,
 KW0086'ABOUT 15 FEET NORTH OF THE CENTER LINE OF A ROADWAY, 40 FEET
 KW0086'WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT 1.5 FEET LOWER
 KW0086'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED L 42 1934
 KW0086'AND SET IN THE TOP OF A CONCRETE POST.
 KW0086
 KW0086                          STATION RECOVERY (1997)
 KW0086
 KW0086'RECOVERY NOTE BY US POWER SQUADRON 1997
 KW0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0318 ***********************************************************************
 LZ0318  DESIGNATION -  L 43
 LZ0318  PID         -  LZ0318
 LZ0318  STATE/COUNTY-  PA/LYCOMING
 LZ0318  USGS QUAD   -  MUNCY (1986)
 LZ0318
 LZ0318                         *CURRENT SURVEY CONTROL
 LZ0318  ___________________________________________________________________
 LZ0318* NAD 83(1986)-  41 12 06.     (N)    076 47 25.     (W)     SCALED    
 LZ0318* NAVD 88     -       158.570  (meters)     520.24   (feet)  ADJUSTED  
 LZ0318  ___________________________________________________________________
 LZ0318  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 LZ0318  DYNAMIC HT  -         158.503 (meters)     520.02  (feet)  COMP
 LZ0318  MODELED GRAV-     980,199.5   (mgal)                       NAVD 88
 LZ0318
 LZ0318  VERT ORDER  -  SECOND    CLASS 0
 LZ0318
 LZ0318.The horizontal coordinates were scaled from a topographic map and have
 LZ0318.an estimated accuracy of +/- 6 seconds.
 LZ0318
 LZ0318.The orthometric height was determined by differential leveling
 LZ0318.and adjusted by the National Geodetic Survey in June 1991..
 LZ0318
 LZ0318.The geoid height was determined by GEOID03.
 LZ0318
 LZ0318.The dynamic height is computed by dividing the NAVD 88
 LZ0318.geopotential number by the normal gravity value computed on the
 LZ0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0318.degrees latitude (g = 980.6199 gals.).
 LZ0318
 LZ0318.The modeled gravity was interpolated from observed gravity values.
 LZ0318
 LZ0318;                    North         East    Units  Estimated Accuracy
 LZ0318;SPC PA N     -   115,390.      680,500.      MT  (+/- 180 meters Scaled)
 LZ0318
 LZ0318                          SUPERSEDED SURVEY CONTROL
 LZ0318
 LZ0318  NGVD 29 (??/??/92)  158.785  (m)          520.95   (f) ADJ UNCH    2 0
 LZ0318
 LZ0318.Superseded values are not recommended for survey control.
 LZ0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0318.See file dsdata.txt to determine how the superseded data were derived.
 LZ0318
 LZ0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL498626(NAD 83)
 LZ0318_MARKER: DB = BENCH MARK DISK
 LZ0318_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0318_SP_SET: FOUNDATION
 LZ0318_STAMPING: L 43 1934
 LZ0318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LZ0318+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2006
 LZ0318
 LZ0318  HISTORY     - Date     Condition        Report By
 LZ0318  HISTORY     - 1934     MONUMENTED       CGS
 LZ0318  HISTORY     - 20040809 GOOD             LCEDPS
 LZ0318  HISTORY     - 20060721 GOOD             GEOCAC
 LZ0318
 LZ0318                          STATION DESCRIPTION
 LZ0318
 LZ0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0318'AT MUNCY.
 LZ0318'AT MUNCY, LYCOMING COUNTY, AT THE HIGH SCHOOL, IN THE TOP
 LZ0318'OF THE FOUNDATION, 9 FEET EAST OF THE MAIN ENTRANCE, AND ABOUT
 LZ0318'3 FEET BELOW THE SUPERINTENDENTS WINDOW.  A STANDARD DISK,
 LZ0318'STAMPED L 43 1934.
 LZ0318
 LZ0318                          STATION RECOVERY (2004)
 LZ0318
 LZ0318'RECOVERY NOTE BY   2004 (EMF)
 LZ0318'RECOVERED IN GOOD CONDITION.
 LZ0318
 LZ0318                          STATION RECOVERY (2006)
 LZ0318
 LZ0318'RECOVERY NOTE BY GEOCACHING 2006 (BB)
 LZ0318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX1057 ***********************************************************************
 KX1057  DESIGNATION -  L 43.69
 KX1057  PID         -  KX1057
 KX1057  STATE/COUNTY-  PA/INDIANA
 KX1057  USGS QUAD   -  BOLIVAR (1993)
 KX1057
 KX1057                         *CURRENT SURVEY CONTROL
 KX1057  ___________________________________________________________________
 KX1057* NAD 83(1986)-  40 29 02.     (N)    079 11 30.     (W)     SCALED    
 KX1057* NAVD 88     -       309.360  (meters)    1014.96   (feet)  ADJUSTED  
 KX1057  ___________________________________________________________________
 KX1057  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 KX1057  DYNAMIC HT  -         309.194 (meters)    1014.41  (feet)  COMP
 KX1057  MODELED GRAV-     980,080.3   (mgal)                       NAVD 88
 KX1057
 KX1057  VERT ORDER  -  FIRST     CLASS II
 KX1057
 KX1057.The horizontal coordinates were scaled from a topographic map and have
 KX1057.an estimated accuracy of +/- 6 seconds.
 KX1057
 KX1057.The orthometric height was determined by differential leveling
 KX1057.and adjusted by the National Geodetic Survey in June 1991..
 KX1057
 KX1057.The geoid height was determined by GEOID03.
 KX1057
 KX1057.The dynamic height is computed by dividing the NAVD 88
 KX1057.geopotential number by the normal gravity value computed on the
 KX1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KX1057.degrees latitude (g = 980.6199 gals.).
 KX1057
 KX1057.The modeled gravity was interpolated from observed gravity values.
 KX1057
 KX1057;                    North         East    Units  Estimated Accuracy
 KX1057;SPC PA S     -   128,750.      477,770.      MT  (+/- 180 meters Scaled)
 KX1057
 KX1057                          SUPERSEDED SURVEY CONTROL
 KX1057
 KX1057  NGVD 29 (??/??/92)  309.532  (m)         1015.52   (f) ADJ UNCH    1 2
 KX1057
 KX1057.Superseded values are not recommended for survey control.
 KX1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX1057.See file dsdata.txt to determine how the superseded data were derived.
 KX1057
 KX1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPE532830(NAD 83)
 KX1057_MARKER: DD = SURVEY DISK
 KX1057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX1057_SP_SET: ABUTMENT
 KX1057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX1057
 KX1057  HISTORY     - Date     Condition        Report By
 KX1057  HISTORY     - UNK      MONUMENTED       BORR
 KX1057  HISTORY     - 1961     GOOD             NGS
 KX1057
 KX1057                          STATION DESCRIPTION
 KX1057
 KX1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KX1057'0.3 MI N FROM JOSEPHINE.
 KX1057'0.3 MILE NORTH ALONG THE BUFFALO, ROCHESTER AND PITTSBURG RAILWAY
 KX1057'FROM JOSEPHINE, INDIANA COUNTY, AT BRIDGE NO. L 43.69, IN THE
 KX1057'BACK WALL OF THE NORTH ABUTMENT AND WEST OF THE TRACK.  A BUFFALO,
 KX1057'ROCHESTER AND PITTSBURG RAILWAY STANDARD DISK.  REVISED
 KX1057'DESCRIPTION-- -(USGS) - BLACK LICK, 1 MILE N OF AND ABOUT
 KX1057'200 FEET NW OF THE RR BRIDE OVER U.S. HWY. 119, AT A STEEL RR
 KX1057'BRIDGE OVER THE PENNSYLVANIA RR TRACKS, SET IN THE NE END OF THE
 KX1057'NW ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2275 ***********************************************************************
 KV2275  DESIGNATION -  L 44
 KV2275  PID         -  KV2275
 KV2275  STATE/COUNTY-  PA/BERKS
 KV2275  USGS QUAD   -  TEMPLE (1983)
 KV2275
 KV2275                         *CURRENT SURVEY CONTROL
 KV2275  ___________________________________________________________________
 KV2275* NAD 83(1986)-  40 28 29.     (N)    075 58 25.     (W)     SCALED    
 KV2275* NAVD 88     -        91.293  (meters)     299.52   (feet)  ADJUSTED  
 KV2275  ___________________________________________________________________
 KV2275  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 KV2275  DYNAMIC HT  -          91.246 (meters)     299.36  (feet)  COMP
 KV2275  MODELED GRAV-     980,116.9   (mgal)                       NAVD 88
 KV2275
 KV2275  VERT ORDER  -  SECOND    CLASS 0
 KV2275
 KV2275.The horizontal coordinates were scaled from a topographic map and have
 KV2275.an estimated accuracy of +/- 6 seconds.
 KV2275
 KV2275.The orthometric height was determined by differential leveling
 KV2275.and adjusted by the National Geodetic Survey in June 1991..
 KV2275
 KV2275.The geoid height was determined by GEOID03.
 KV2275
 KV2275.The dynamic height is computed by dividing the NAVD 88
 KV2275.geopotential number by the normal gravity value computed on the
 KV2275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2275.degrees latitude (g = 980.6199 gals.).
 KV2275
 KV2275.The modeled gravity was interpolated from observed gravity values.
 KV2275
 KV2275;                    North         East    Units  Estimated Accuracy
 KV2275;SPC PA S     -   128,250.      750,620.      MT  (+/- 180 meters Scaled)
 KV2275
 KV2275                          SUPERSEDED SURVEY CONTROL
 KV2275
 KV2275  NGVD 29 (??/??/??)   91.507  (m)          300.22   (f) ADJUSTED    2 0
 KV2275
 KV2275.Superseded values are not recommended for survey control.
 KV2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2275.See file dsdata.txt to determine how the superseded data were derived.
 KV2275
 KV2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK174809(NAD 83)
 KV2275_MARKER: DB = BENCH MARK DISK
 KV2275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2275_STAMPING: L 44 1934
 KV2275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2275+STABILITY: SURFACE MOTION
 KV2275
 KV2275  HISTORY     - Date     Condition        Report By
 KV2275  HISTORY     - 1934     MONUMENTED       CGS
 KV2275  HISTORY     - 20020115 MARK NOT FOUND   USPSQD
 KV2275
 KV2275                          STATION DESCRIPTION
 KV2275
 KV2275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV2275'AT MOHRSVILLE.
 KV2275'NEW DESCRIPTION 1942-- AT MOHRSVILLE, BERKS COUNTY, 85 FEET
 KV2275'NORTHEAST OF THE EAST CORNER OF THE READING CO. RAILWAY STATION,
 KV2275'27 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST MAIN
 KV2275'TRACK, 3 FEET NORTHWEST OF A TELEPHONE POLE, AND 3.0 FEET
 KV2275'SOUTHEAST OF A ROCK RETAINING WALL.  A STANDARD DISK, STAMPED
 KV2275'L 44 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KV2275
 KV2275                          STATION RECOVERY (2002)
 KV2275
 KV2275'RECOVERY NOTE BY US POWER SQUADRON 2002 (KEQ)
 KV2275'STATION AND RETAINING WALL REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0401 ***********************************************************************
 KW0401  DESIGNATION -  L 45
 KW0401  PID         -  KW0401
 KW0401  STATE/COUNTY-  PA/COLUMBIA
 KW0401  USGS QUAD   -  SHUMANS (1976)
 KW0401
 KW0401                         *CURRENT SURVEY CONTROL
 KW0401  ___________________________________________________________________
 KW0401* NAD 83(1986)-  40 57 09.     (N)    076 20 05.     (W)     SCALED    
 KW0401* NAVD 88     -       233.780  (meters)     766.99   (feet)  ADJUSTED  
 KW0401  ___________________________________________________________________
 KW0401  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 KW0401  DYNAMIC HT  -         233.676 (meters)     766.65  (feet)  COMP
 KW0401  MODELED GRAV-     980,174.6   (mgal)                       NAVD 88
 KW0401
 KW0401  VERT ORDER  -  SECOND    CLASS 0
 KW0401
 KW0401.The horizontal coordinates were scaled from a topographic map and have
 KW0401.an estimated accuracy of +/- 6 seconds.
 KW0401
 KW0401.The orthometric height was determined by differential leveling
 KW0401.and adjusted by the National Geodetic Survey in June 1991..
 KW0401
 KW0401.The geoid height was determined by GEOID03.
 KW0401
 KW0401.The dynamic height is computed by dividing the NAVD 88
 KW0401.geopotential number by the normal gravity value computed on the
 KW0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0401.degrees latitude (g = 980.6199 gals.).
 KW0401
 KW0401.The modeled gravity was interpolated from observed gravity values.
 KW0401
 KW0401;                    North         East    Units  Estimated Accuracy
 KW0401;SPC PA N     -    88,240.      719,150.      MT  (+/- 180 meters Scaled)
 KW0401
 KW0401                          SUPERSEDED SURVEY CONTROL
 KW0401
 KW0401  NGVD 29 (??/??/??)  233.996  (m)          767.70   (f) ADJUSTED    2 0
 KW0401
 KW0401.Superseded values are not recommended for survey control.
 KW0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0401.See file dsdata.txt to determine how the superseded data were derived.
 KW0401
 KW0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL876343(NAD 83)
 KW0401_MARKER: DB = BENCH MARK DISK
 KW0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW0401_STAMPING: L 45 1934
 KW0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW0401+STABILITY: SURFACE MOTION
 KW0401
 KW0401  HISTORY     - Date     Condition        Report By
 KW0401  HISTORY     - 1934     MONUMENTED       CGS
 KW0401
 KW0401                          STATION DESCRIPTION
 KW0401
 KW0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KW0401'AT MC AULEY.
 KW0401'80 FEET WEST OF THE READING CO. RAILWAY STATION, 12 FEET SOUTH
 KW0401'OF A 14 INCH OAK TREE, 40 FEET WEST OF THE WEST RAIL, AND ABOUT
 KW0401'2 FEET HIGHER THAN THE TOP OF THE RAIL.  SET IN THE TOP OF A
 KW0401'CONCRETE POST PROJECTING ABOUT 9 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1686 ***********************************************************************
 KV1686  DESIGNATION -  L 46
 KV1686  PID         -  KV1686
 KV1686  STATE/COUNTY-  PA/LEHIGH
 KV1686  USGS QUAD   -  CATASAUQUA (1992)
 KV1686
 KV1686                         *CURRENT SURVEY CONTROL
 KV1686  ___________________________________________________________________
 KV1686* NAD 83(1986)-  40 38 24.     (N)    075 27 53.     (W)     SCALED    
 KV1686* NAVD 88     -        84.642  (meters)     277.70   (feet)  ADJUSTED  
 KV1686  ___________________________________________________________________
 KV1686  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 KV1686  DYNAMIC HT  -          84.601 (meters)     277.56  (feet)  COMP
 KV1686  MODELED GRAV-     980,138.6   (mgal)                       NAVD 88
 KV1686
 KV1686  VERT ORDER  -  SECOND    CLASS 0
 KV1686
 KV1686.The horizontal coordinates were scaled from a topographic map and have
 KV1686.an estimated accuracy of +/- 6 seconds.
 KV1686
 KV1686.The orthometric height was determined by differential leveling
 KV1686.and adjusted by the National Geodetic Survey in June 1991..
 KV1686
 KV1686.The geoid height was determined by GEOID03.
 KV1686
 KV1686.The dynamic height is computed by dividing the NAVD 88
 KV1686.geopotential number by the normal gravity value computed on the
 KV1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV1686.degrees latitude (g = 980.6199 gals.).
 KV1686
 KV1686.The modeled gravity was interpolated from observed gravity values.
 KV1686
 KV1686;                    North         East    Units  Estimated Accuracy
 KV1686;SPC PA S     -   147,590.      793,290.      MT  (+/- 180 meters Scaled)
 KV1686
 KV1686                          SUPERSEDED SURVEY CONTROL
 KV1686
 KV1686  NGVD 29 (??/??/??)   84.874  (m)          278.46   (f) ADJUSTED    2 0
 KV1686
 KV1686.Superseded values are not recommended for survey control.
 KV1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1686.See file dsdata.txt to determine how the superseded data were derived.
 KV1686
 KV1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK607988(NAD 83)
 KV1686_MARKER: DB = BENCH MARK DISK
 KV1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV1686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV1686_STAMPING: L48 1934
 KV1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV1686+STABILITY: SURFACE MOTION
 KV1686
 KV1686  HISTORY     - Date     Condition        Report By
 KV1686  HISTORY     - 1934     MONUMENTED       CGS
 KV1686  HISTORY     - 20010710 MARK NOT FOUND   PADT
 KV1686
 KV1686                          STATION DESCRIPTION
 KV1686
 KV1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KV1686'2.8 MI N FROM ALLENTOWN.
 KV1686'AT FULLERTON ON L.V.R.R. 2.8 MILES NORTH OF ALLENTOWN AT POLE
 KV1686'95/53 IN GROUNDS OF FULLER LEHIGH COMPANY 2 FT EAST OF NORTHEAST
 KV1686'CORNER OF TENNIS COURTS 130 FT WEST OF CENTERLINE OF TRACK 4 IN
 KV1686'ABOVE FINISHED GRADE A CONCRETE POST.
 KV1686
 KV1686                          STATION RECOVERY (2001)
 KV1686
 KV1686'RECOVERY NOTE BY PA DEPT OF TRANSP 2001 (SQ)
 KV1686'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV1687 ***********************************************************************
 KV1687  DESIGNATION -  L 46 RESET 1958
 KV1687  PID         -  KV1687
 KV1687  STATE/COUNTY-  PA/LEHIGH
 KV1687  USGS QUAD   -  CATASAUQUA (1992)
 KV1687
 KV1687                         *CURRENT SURVEY CONTROL
 KV1687  ___________________________________________________________________
 KV1687* NAD 83(1986)-  40 38 24.     (N)    075 27 53.     (W)     SCALED    
 KV1687* NAVD 88     -        84.76   (meters)     278.1    (feet)  RESET     
 KV1687  ___________________________________________________________________
 KV1687  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 KV1687
 KV1687  VERT ORDER  -  THIRD
 KV1687
 KV1687.The horizontal coordinates were scaled from a topographic map and have
 KV1687.an estimated accuracy of +/- 6 seconds.
 KV1687
 KV1687.The orthometric height was computed from unverified reset data.
 KV1687
 KV1687.The geoid height was determined by GEOID03.
 KV1687
 KV1687;                    North         East    Units  Estimated Accuracy
 KV1687;SPC PA S     -   147,590.      793,290.      MT  (+/- 180 meters Scaled)
 KV1687
 KV1687                          SUPERSEDED SURVEY CONTROL
 KV1687
 KV1687  NGVD 29 (??/??/??)   84.99   (m)          278.8    (f) RESET       3  
 KV1687
 KV1687.Superseded values are not recommended for survey control.
 KV1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV1687.See file dsdata.txt to determine how the superseded data were derived.
 KV1687
 KV1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK607988(NAD 83)
 KV1687_MARKER: DB = BENCH MARK DISK
 KV1687_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KV1687_SP_SET: WATER TANK
 KV1687_STAMPING: L 46 RESET 1958
 KV1687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KV1687
 KV1687  HISTORY     - Date     Condition        Report By
 KV1687  HISTORY     - 1958     MONUMENTED       LOCSUR
 KV1687  HISTORY     - 19950408 GOOD             USPSQD
 KV1687  HISTORY     - 20010331 GOOD             NGS
 KV1687
 KV1687                          STATION DESCRIPTION
 KV1687
 KV1687'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1958
 KV1687'2.8 MI N FROM ALLENTOWN.
 KV1687'2.8 MILES NORTH ALONG THE LEHIGH VALLEY RAILROAD FROM ALLENTOWN,
 KV1687'LEHIGH COUNTY, AT FULLERTON, 130 FEET WEST OF THE CENTERLINE OF
 KV1687'THE TRACKS, ON THE GROUNDS OF THE SANDURA COMPANY IN THE BASE OF
 KV1687'THE EAST LEG OF THE SANDURA COMPANY WATER TANK.  A STANDARD DISK,
 KV1687'STAMPED L 46 RESET 1958.  NOTE-- THIS BENCH MARK WAS ESTABLISHED
 KV1687'AND ITS ELEVATION DETERMINED BY THE ENGINEERS OF SANDURA COMPANY
 KV1687'IN NOVEMBER 1962.
 KV1687
 KV1687                          STATION RECOVERY (1995)
 KV1687
 KV1687'RECOVERY NOTE BY US POWER SQUADRON 1995
 KV1687'RECOVERED IN GOOD CONDITION.
 KV1687
 KV1687                          STATION RECOVERY (2001)
 KV1687
 KV1687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KV1687'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KX0650 ***********************************************************************
 KX0650  DESIGNATION -  L 4.68
 KX0650  PID         -  KX0650
 KX0650  STATE/COUNTY-  PA/JEFFERSON
 KX0650  USGS QUAD   -  PUNXSUTAWNEY (1994)
 KX0650
 KX0650                         *CURRENT SURVEY CONTROL
 KX0650  ___________________________________________________________________
 KX0650* NAD 83(1986)-  40 53 17.     (N)    078 57 50.     (W)     SCALED    
 KX0650* NAVD 88     -       401.62   (+/-2cm)    1317.6    (feet)  VERTCON   
 KX0650  ___________________________________________________________________
 KX0650  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 KX0650
 KX0650  VERT ORDER  -  ? (See Below)
 KX0650
 KX0650.The horizontal coordinates were scaled from a topographic map and have
 KX0650.an estimated accuracy of +/- 6 seconds.
 KX0650
 KX0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 KX0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KX0650.The vertical order pertains to the NGVD 29 superseded value.
 KX0650
 KX0650.The geoid height was determined by GEOID03.
 KX0650
 KX0650;                    North         East    Units  Estimated Accuracy
 KX0650;SPC PA N     -    80,830.      497,700.      MT  (+/- 180 meters Scaled)
 KX0650
 KX0650                          SUPERSEDED SURVEY CONTROL
 KX0650
 KX0650  NGVD 29 (??/??/92)  401.784  (m)         1318.19   (f) ADJ UNCH    ?  
 KX0650
 KX0650.Superseded values are not recommended for survey control.
 KX0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KX0650.See file dsdata.txt to determine how the superseded data were derived.
 KX0650
 KX0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPF715283(NAD 83)
 KX0650_MARKER: Z = SEE DESCRIPTION
 KX0650_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KX0650_SP_SET: ABUTMENT
 KX0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KX0650
 KX0650  HISTORY     - Date     Condition        Report By
 KX0650  HISTORY     - 1920     MONUMENTED       BORR
 KX0650
 KX0650                          STATION DESCRIPTION
 KX0650
 KX0650'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1920
 KX0650'20.9 MI SW FROM DUBOIS.
 KX0650'ABOUT 20.9 MILES SOUTHWEST OF DUBOIS, ON BRIDGE L-4.68 ON BRIDGE
 KX0650'SEAT OF NORTH ABUTMENT ON LEFT OF 247+04.0.  A BAND ORR STANDARD PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0332 ***********************************************************************
 LZ0332  DESIGNATION -  L 47
 LZ0332  PID         -  LZ0332
 LZ0332  STATE/COUNTY-  PA/LYCOMING
 LZ0332  USGS QUAD   -  HUGHESVILLE (1975)
 LZ0332
 LZ0332                         *CURRENT SURVEY CONTROL
 LZ0332  ___________________________________________________________________
 LZ0332* NAD 83(1986)-  41 14 48.     (N)    076 43 09.     (W)     SCALED    
 LZ0332* NAVD 88     -       179.652  (meters)     589.41   (feet)  ADJUSTED  
 LZ0332  ___________________________________________________________________
 LZ0332  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 LZ0332  DYNAMIC HT  -         179.576 (meters)     589.16  (feet)  COMP
 LZ0332  MODELED GRAV-     980,198.4   (mgal)                       NAVD 88
 LZ0332
 LZ0332  VERT ORDER  -  SECOND    CLASS 0
 LZ0332
 LZ0332.The horizontal coordinates were scaled from a topographic map and have
 LZ0332.an estimated accuracy of +/- 6 seconds.
 LZ0332
 LZ0332.The orthometric height was determined by differential leveling
 LZ0332.and adjusted by the National Geodetic Survey in June 1991..
 LZ0332
 LZ0332.The geoid height was determined by GEOID03.
 LZ0332
 LZ0332.The dynamic height is computed by dividing the NAVD 88
 LZ0332.geopotential number by the normal gravity value computed on the
 LZ0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0332.degrees latitude (g = 980.6199 gals.).
 LZ0332
 LZ0332.The modeled gravity was interpolated from observed gravity values.
 LZ0332
 LZ0332;                    North         East    Units  Estimated Accuracy
 LZ0332;SPC PA N     -   120,450.      686,400.      MT  (+/- 180 meters Scaled)
 LZ0332
 LZ0332                          SUPERSEDED SURVEY CONTROL
 LZ0332
 LZ0332  NGVD 29 (??/??/92)  179.86   (m)          590.1    (f) COMPUTED    2 0
 LZ0332
 LZ0332.Superseded values are not recommended for survey control.
 LZ0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0332.See file dsdata.txt to determine how the superseded data were derived.
 LZ0332
 LZ0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL559675(NAD 83)
 LZ0332_MARKER: DB = BENCH MARK DISK
 LZ0332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0332_SP_SET: ABUTMENT
 LZ0332_STAMPING: L 47 1934
 LZ0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0332
 LZ0332  HISTORY     - Date     Condition        Report By
 LZ0332  HISTORY     - 1934     MONUMENTED       CGS
 LZ0332  HISTORY     - 1969     MARK NOT FOUND   NGS
 LZ0332
 LZ0332                          STATION DESCRIPTION
 LZ0332
 LZ0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LZ0332'0.6 MI N FROM HUGHESVILLE.
 LZ0332'0.6 MILE NORTH ALONG THE ABANDONED WILLIAMSPORT AND NORTH BRANCH
 LZ0332'RAILWAY FROM HUGHESVILLE, LYCOMING COUNTY, 80 FEET NORTHEAST
 LZ0332'OF A LIMESTONE BLUFF 40 FEET HIGH, 70 FEET WEST OF THE CENTER
 LZ0332'LINE OF U.S. HIGHWAY 220, AT A 20-FOOT-SPAN PLATE-GIRDER BRIDGE,
 LZ0332'AND IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT.  A STANDARD
 LZ0332'DISK, STAMPED L 47 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1460 ***********************************************************************
 LY1460  DESIGNATION -  L 48
 LY1460  PID         -  LY1460
 LY1460  STATE/COUNTY-  PA/LUZERNE
 LY1460  USGS QUAD   -  HICKORY RUN (1997)
 LY1460
 LY1460                         *CURRENT SURVEY CONTROL
 LY1460  ___________________________________________________________________
 LY1460* NAD 83(1986)-  41 00 40.     (N)    075 43 59.     (W)     SCALED    
 LY1460* NAVD 88     -       310.293  (meters)    1018.02   (feet)  ADJUSTED  
 LY1460  ___________________________________________________________________
 LY1460  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 LY1460  DYNAMIC HT  -         310.142 (meters)    1017.52  (feet)  COMP
 LY1460  MODELED GRAV-     980,129.7   (mgal)                       NAVD 88
 LY1460
 LY1460  VERT ORDER  -  SECOND    CLASS 0
 LY1460
 LY1460.The horizontal coordinates were scaled from a topographic map and have
 LY1460.an estimated accuracy of +/- 6 seconds.
 LY1460
 LY1460.The orthometric height was determined by differential leveling
 LY1460.and adjusted by the National Geodetic Survey in June 1991..
 LY1460
 LY1460.The geoid height was determined by GEOID03.
 LY1460
 LY1460.The dynamic height is computed by dividing the NAVD 88
 LY1460.geopotential number by the normal gravity value computed on the
 LY1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1460.degrees latitude (g = 980.6199 gals.).
 LY1460
 LY1460.The modeled gravity was interpolated from observed gravity values.
 LY1460
 LY1460;                    North         East    Units  Estimated Accuracy
 LY1460;SPC PA N     -    95,750.      769,650.      MT  (+/- 180 meters Scaled)
 LY1460
 LY1460                          SUPERSEDED SURVEY CONTROL
 LY1460
 LY1460  NGVD 29 (??/??/92)  310.500  (m)         1018.70   (f) ADJ UNCH    2 0
 LY1460
 LY1460.Superseded values are not recommended for survey control.
 LY1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1460.See file dsdata.txt to determine how the superseded data were derived.
 LY1460
 LY1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL383402(NAD 83)
 LY1460_MARKER: DB = BENCH MARK DISK
 LY1460_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1460_SP_SET: BRIDGE
 LY1460_STAMPING: L 48 1934
 LY1460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1460
 LY1460  HISTORY     - Date     Condition        Report By
 LY1460  HISTORY     - 1934     MONUMENTED       CGS
 LY1460
 LY1460                          STATION DESCRIPTION
 LY1460
 LY1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LY1460'4.7 MI S FROM WHITE HAVEN.
 LY1460'4.7 MILES SOUTH ALONG THE LEHIGH VALLEY RAILROAD FROM WHITE
 LY1460'HAVEN, LUZERNE COUNTY, AT HICKORY RUN, 60 FEET NORTH OF MILEPOST
 LY1460'141, IN BRIDGE 141, 6 FEET WEST OF THE CENTER LINE OF THE TRACK,
 LY1460'AND ABOUT 1-1/2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 LY1460'DISK, STAMPED L 48 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0094 ***********************************************************************
 LZ0094  DESIGNATION -  L 49
 LZ0094  PID         -  LZ0094
 LZ0094  STATE/COUNTY-  PA/SULLIVAN
 LZ0094  USGS QUAD   -  LOPEZ (1983)
 LZ0094
 LZ0094                         *CURRENT SURVEY CONTROL
 LZ0094  ___________________________________________________________________
 LZ0094* NAD 83(1986)-  41 26 00.     (N)    076 19 17.     (W)     SCALED    
 LZ0094* NAVD 88     -       553.035  (meters)    1814.42   (feet)  ADJUSTED  
 LZ0094  ___________________________________________________________________
 LZ0094  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 LZ0094  DYNAMIC HT  -         552.780 (meters)    1813.58  (feet)  COMP
 LZ0094  MODELED GRAV-     980,144.6   (mgal)                       NAVD 88
 LZ0094
 LZ0094  VERT ORDER  -  SECOND    CLASS 0
 LZ0094
 LZ0094.The horizontal coordinates were scaled from a topographic map and have
 LZ0094.an estimated accuracy of +/- 6 seconds.
 LZ0094
 LZ0094.The orthometric height was determined by differential leveling
 LZ0094.and adjusted by the National Geodetic Survey in June 1991..
 LZ0094
 LZ0094.The geoid height was determined by GEOID03.
 LZ0094
 LZ0094.The dynamic height is computed by dividing the NAVD 88
 LZ0094.geopotential number by the normal gravity value computed on the
 LZ0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0094.degrees latitude (g = 980.6199 gals.).
 LZ0094
 LZ0094.The modeled gravity was interpolated from observed gravity values.
 LZ0094
 LZ0094;                    North         East    Units  Estimated Accuracy
 LZ0094;SPC PA N     -   141,650.      719,400.      MT  (+/- 180 meters Scaled)
 LZ0094
 LZ0094                          SUPERSEDED SURVEY CONTROL
 LZ0094
 LZ0094  NGVD 29 (??/??/92)  553.196  (m)         1814.94   (f) ADJ UNCH    2 0
 LZ0094
 LZ0094.Superseded values are not recommended for survey control.
 LZ0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0094.See file dsdata.txt to determine how the superseded data were derived.
 LZ0094
 LZ0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL895877(NAD 83)
 LZ0094_MARKER: DB = BENCH MARK DISK
 LZ0094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0094_SP_SET: BRIDGE
 LZ0094_STAMPING: L 49 1934
 LZ0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0094
 LZ0094  HISTORY     - Date     Condition        Report By
 LZ0094  HISTORY     - 1934     MONUMENTED       CGS
 LZ0094  HISTORY     - 19940824 MARK NOT FOUND   USGS
 LZ0094
 LZ0094                          STATION DESCRIPTION
 LZ0094
 LZ0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0094'1.9 MI SE FROM LOPEZ.
 LZ0094'ABOUT 1.9 MILES SOUTHEAST ALONG THE LEHIGH VALLEY RAILROAD FROM
 LZ0094'LOPEZ, SULLIVAN COUNTY, ABOUT 1,200 FEET SOUTHEAST OF MILEPOST
 LZ0094'221, AT 20-FOOT SPAN PLATE-GIRDER BRIDGE B 220, 4 FEET NORTH OF
 LZ0094'THE NORTH RAIL, AND ABOUT 3 FEET LOWER THAN THE TOP OF THE RAIL.
 LZ0094'A STANDARD DISK, STAMPED L 49 1934.
 LZ0094
 LZ0094                          STATION RECOVERY (1994)
 LZ0094
 LZ0094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1994 (DH)
 LZ0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW0887 ***********************************************************************
 KW0887  DESIGNATION -  L 5
 KW0887  PID         -  KW0887
 KW0887  STATE/COUNTY-  PA/LANCASTER
 KW0887  USGS QUAD   -  COLUMBIA WEST (1990)
 KW0887
 KW0887                         *CURRENT SURVEY CONTROL
 KW0887  ___________________________________________________________________
 KW0887* NAD 83(1986)-  40 02 28.     (N)    076 31 04.     (W)     SCALED    
 KW0887* NAVD 88     -        76.397  (meters)     250.65   (feet)  ADJUSTED  
 KW0887  ___________________________________________________________________
 KW0887  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 KW0887  DYNAMIC HT  -          76.358 (meters)     250.52  (feet)  COMP
 KW0887  MODELED GRAV-     980,115.7   (mgal)                       NAVD 88
 KW0887
 KW0887  VERT ORDER  -  FIRST     CLASS II
 KW0887
 KW0887.The horizontal coordinates were scaled from a topographic map and have
 KW0887.an estimated accuracy of +/- 6 seconds.
 KW0887
 KW0887.The orthometric height was determined by differential leveling
 KW0887.and adjusted by the National Geodetic Survey in June 1991..
 KW0887
 KW0887.The geoid height was determined by GEOID03.
 KW0887
 KW0887.The dynamic height is computed by dividing the NAVD 88
 KW0887.geopotential number by the normal gravity value computed on the
 KW0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW0887.degrees latitude (g = 980.6199 gals.).
 KW0887
 KW0887.The modeled gravity was interpolated from observed gravity values.
 KW0887
 KW0887;                    North         East    Units  Estimated Accuracy
 KW0887;SPC PA S     -    79,320.      705,160.      MT  (+/- 180 meters Scaled)
 KW0887
 KW0887                          SUPERSEDED SURVEY CONTROL
 KW0887
 KW0887  NGVD 29 (??/??/??)   76.648  (m)          251.47   (f) ADJUSTED    1 2
 KW0887
 KW0887.Superseded values are not recommended for survey control.
 KW0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW0887.See file dsdata.txt to determine how the superseded data were derived.
 KW0887
 KW0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK705334(NAD 83)
 KW0887_MARKER: DB = BENCH MARK DISK
 KW0887_SETTING: 66 = SET IN ROCK OUTCROP
 KW0887_SP_SET: ROCK CUT
 KW0887_STAMPING: L 5 1955
 KW0887_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KW0887+STABILITY: POSITION/ELEVATION WELL
 KW0887_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KW0887+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2005
 KW0887
 KW0887  HISTORY     - Date     Condition        Report By
 KW0887  HISTORY     - 1955     MONUMENTED       CGS
 KW0887  HISTORY     - 1979     GOOD             NGS
 KW0887  HISTORY     - 19950312 GOOD             USPSQD
 KW0887  HISTORY     - 20050109 GOOD             GEOCAC
 KW0887
 KW0887                          STATION DESCRIPTION
 KW0887
 KW0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KW0887'1 MI NW FROM COLUMBIA.
 KW0887'ABOUT 0.95 MILE NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 KW0887'THE STATION AT COLUMBIA, 100 FEET NORTH OF NORTH END OF STONE
 KW0887'MASONRY RETAINING WALL OF A SHORT TUNNEL, 87 FEET NORTH OF
 KW0887'MILE POST 81, 120 FEET NORTH OF NORTH END OF TUNNEL, 12 FEET
 KW0887'EAST OF EAST RAIL OF EAST TRACK, SET VERTICALLY IN THE WEST
 KW0887'FACE OF A ROCK CUT, 3 FEET ABOVE GROUND AND 1 1/2 FEET ABOVE
 KW0887'LEVEL OF TRACK.
 KW0887
 KW0887                          STATION RECOVERY (1979)
 KW0887
 KW0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KW0887'NOTE, THE TRACKS ARE NOW GONE.  ADD, 27 FEET EAST OF THE CENTER
 KW0887'OF THE EAST FORK OF A DIRT ROAD.
 KW0887
 KW0887                          STATION RECOVERY (1995)
 KW0887
 KW0887'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW0887'RECOVERED IN GOOD CONDITION.
 KW0887
 KW0887                          STATION RECOVERY (2005)
 KW0887
 KW0887'RECOVERY NOTE BY GEOCACHING 2005 (MFL)
 KW0887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY0601 ***********************************************************************
 LY0601  DESIGNATION -  L 50
 LY0601  PID         -  LY0601
 LY0601  STATE/COUNTY-  PA/PIKE
 LY0601  USGS QUAD   -  SHOHOLA (1994)
 LY0601
 LY0601                         *CURRENT SURVEY CONTROL
 LY0601  ___________________________________________________________________
 LY0601* NAD 83(1986)-  41 28 31.     (N)    074 55 00.     (W)     SCALED    
 LY0601* NAVD 88     -       198.012  (meters)     649.64   (feet)  ADJUSTED  
 LY0601  ___________________________________________________________________
 LY0601  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 LY0601  DYNAMIC HT  -         197.931 (meters)     649.38  (feet)  COMP
 LY0601  MODELED GRAV-     980,212.4   (mgal)                       NAVD 88
 LY0601
 LY0601  VERT ORDER  -  FIRST     CLASS II
 LY0601
 LY0601.The horizontal coordinates were scaled from a topographic map and have
 LY0601.an estimated accuracy of +/- 6 seconds.
 LY0601
 LY0601.The orthometric height was determined by differential leveling
 LY0601.and adjusted by the National Geodetic Survey in June 1991..
 LY0601.WARNING-Repeat measurements at this control monument indicate possible
 LY0601.vertical movement.
 LY0601
 LY0601.The geoid height was determined by GEOID03.
 LY0601
 LY0601.The dynamic height is computed by dividing the NAVD 88
 LY0601.geopotential number by the normal gravity value computed on the
 LY0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY0601.degrees latitude (g = 980.6199 gals.).
 LY0601
 LY0601.The modeled gravity was interpolated from observed gravity values.
 LY0601
 LY0601;                    North         East    Units  Estimated Accuracy
 LY0601;SPC PA N     -   149,200.      836,610.      MT  (+/- 180 meters Scaled)
 LY0601
 LY0601                          SUPERSEDED SURVEY CONTROL
 LY0601
 LY0601  NGVD 29 (??/??/92)  198.184  (m)          650.21   (f) ADJ UNCH    1 2
 LY0601
 LY0601.Superseded values are not recommended for survey control.
 LY0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY0601.See file dsdata.txt to determine how the superseded data were derived.
 LY0601
 LY0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWL069915(NAD 83)
 LY0601_MARKER: DB = BENCH MARK DISK
 LY0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LY0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LY0601_STAMPING: L 50 1934
 LY0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY0601+STABILITY: SURFACE MOTION
 LY0601
 LY0601  HISTORY     - Date     Condition        Report By
 LY0601  HISTORY     - 1934     MONUMENTED       CGS
 LY0601  HISTORY     - 1941     GOOD             NGS
 LY0601
 LY0601                          STATION DESCRIPTION
 LY0601
 LY0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LY0601'AT SHOHOLA.
 LY0601'AT SHOHOLA, PIKE COUNTY, ON THE ERIE RAILROAD, ABOUT 588 FEET
 LY0601'WEST OF THE STATION, 210 FEET WEST OF THE CENTER OF A ROAD
 LY0601'CROSSING, 50 FEET SOUTH OF THE CENTER LINE OF THE EAST-BOUND
 LY0601'TRACK, 12 FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING TO THE
 LY0601'SHOHOLA FEED AND GRAIN CO., AND ABOUT 4 FEET HIGHER THAN THE
 LY0601'TRACK.  A STANDARD DISK, STAMPED L 50 1934 AND SET IN THE TOP
 LY0601'OF A CONCRETE POST.
 LY0601
 LY0601                          STATION RECOVERY (1941)
 LY0601
 LY0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LY0601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0395 ***********************************************************************
 LZ0395  DESIGNATION -  L 51
 LZ0395  PID         -  LZ0395
 LZ0395  STATE/COUNTY-  PA/LYCOMING
 LZ0395  USGS QUAD   -  BARBOURS (1973)
 LZ0395
 LZ0395                         *CURRENT SURVEY CONTROL
 LZ0395  ___________________________________________________________________
 LZ0395* NAD 83(1986)-  41 29 31.     (N)    076 51 25.     (W)     SCALED    
 LZ0395* NAVD 88     -       407.764  (meters)    1337.81   (feet)  ADJUSTED  
 LZ0395  ___________________________________________________________________
 LZ0395  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 LZ0395  DYNAMIC HT  -         407.577 (meters)    1337.19  (feet)  COMP
 LZ0395  MODELED GRAV-     980,153.9   (mgal)                       NAVD 88
 LZ0395
 LZ0395  VERT ORDER  -  SECOND    CLASS 0
 LZ0395
 LZ0395.The horizontal coordinates were scaled from a topographic map and have
 LZ0395.an estimated accuracy of +/- 6 seconds.
 LZ0395
 LZ0395.The orthometric height was determined by differential leveling
 LZ0395.and adjusted by the National Geodetic Survey in June 1991..
 LZ0395
 LZ0395.The geoid height was determined by GEOID03.
 LZ0395
 LZ0395.The dynamic height is computed by dividing the NAVD 88
 LZ0395.geopotential number by the normal gravity value computed on the
 LZ0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0395.degrees latitude (g = 980.6199 gals.).
 LZ0395
 LZ0395.The modeled gravity was interpolated from observed gravity values.
 LZ0395
 LZ0395;                    North         East    Units  Estimated Accuracy
 LZ0395;SPC PA N     -   147,560.      674,570.      MT  (+/- 180 meters Scaled)
 LZ0395
 LZ0395                          SUPERSEDED SURVEY CONTROL
 LZ0395
 LZ0395  NGVD 29 (??/??/92)  407.939  (m)         1338.38   (f) ADJ UNCH    2 0
 LZ0395
 LZ0395.Superseded values are not recommended for survey control.
 LZ0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0395.See file dsdata.txt to determine how the superseded data were derived.
 LZ0395
 LZ0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL449950(NAD 83)
 LZ0395_MARKER: DB = BENCH MARK DISK
 LZ0395_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0395_SP_SET: ABUTMENT
 LZ0395_STAMPING: L 51 1934
 LZ0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0395
 LZ0395  HISTORY     - Date     Condition        Report By
 LZ0395  HISTORY     - 1934     MONUMENTED       CGS
 LZ0395
 LZ0395                          STATION DESCRIPTION
 LZ0395
 LZ0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LZ0395'6.9 MI E FROM MARSH HILL JUNCTION.
 LZ0395'ABOUT 6.9 MILES EAST ALONG THE SUSQUEHANNA AND NEW YORK RAILROAD
 LZ0395'FROM MARSH HILL JUNCTION, LYCOMING COUNTY, ABOUT 3,300 FEET WEST
 LZ0395'OF MILEPOST 36, ABOUT 1,100 FEET EAST OF A WATER TANK, AT A
 LZ0395'60-FOOT SPAN PLATE-GIRDER BRIDGE, IN THE NORTH END OF THE WEST
 LZ0395'ABUTMENT, 5 FEET NORTH OF THE NORTH RAIL, AND 0.5 FOOT LOWER THAN
 LZ0395'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED L 51 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1733 ***********************************************************************
 LY1733  DESIGNATION -  L 52
 LY1733  PID         -  LY1733
 LY1733  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1733  USGS QUAD   -  GREAT BEND (1992)
 LY1733
 LY1733                         *CURRENT SURVEY CONTROL
 LY1733  ___________________________________________________________________
 LY1733* NAD 83(1986)-  41 52 39.     (N)    075 43 45.     (W)     SCALED    
 LY1733* NAVD 88     -       333.659  (meters)    1094.68   (feet)  ADJUSTED  
 LY1733  ___________________________________________________________________
 LY1733  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 LY1733  DYNAMIC HT  -         333.535 (meters)    1094.27  (feet)  COMP
 LY1733  MODELED GRAV-     980,240.3   (mgal)                       NAVD 88
 LY1733
 LY1733  VERT ORDER  -  SECOND    CLASS 0
 LY1733
 LY1733.The horizontal coordinates were scaled from a topographic map and have
 LY1733.an estimated accuracy of +/- 6 seconds.
 LY1733
 LY1733.The orthometric height was determined by differential leveling
 LY1733.and adjusted by the National Geodetic Survey in June 1991..
 LY1733
 LY1733.The geoid height was determined by GEOID03.
 LY1733
 LY1733.The dynamic height is computed by dividing the NAVD 88
 LY1733.geopotential number by the normal gravity value computed on the
 LY1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1733.degrees latitude (g = 980.6199 gals.).
 LY1733
 LY1733.The modeled gravity was interpolated from observed gravity values.
 LY1733
 LY1733;                    North         East    Units  Estimated Accuracy
 LY1733;SPC PA N     -   191,960.      767,730.      MT  (+/- 180 meters Scaled)
 LY1733
 LY1733                          SUPERSEDED SURVEY CONTROL
 LY1733
 LY1733  NGVD 29 (??/??/92)  333.831  (m)         1095.24   (f) ADJ UNCH    2 0
 LY1733
 LY1733.Superseded values are not recommended for survey control.
 LY1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1733.See file dsdata.txt to determine how the superseded data were derived.
 LY1733
 LY1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM394364(NAD 83)
 LY1733_MARKER: DB = BENCH MARK DISK
 LY1733_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1733_SP_SET: BRIDGE
 LY1733_STAMPING: L 52 1934
 LY1733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1733
 LY1733  HISTORY     - Date     Condition        Report By
 LY1733  HISTORY     - 1934     MONUMENTED       CGS
 LY1733  HISTORY     - 1961     GOOD             NGS
 LY1733  HISTORY     - 20020625 GOOD             PADT
 LY1733
 LY1733                          STATION DESCRIPTION
 LY1733
 LY1733'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LY1733'AT NEW MILFORD.
 LY1733'AT NEW MILFORD, SUSQUEHANNA COUNTY, ON THE DELAWARE, LACKAWANNA
 LY1733'AND WESTERN RAILROAD, 390 FEET SOUTH OF THE STATION, AT BRIDGE
 LY1733'NO. 171.55, IN THE TOP OF THE SOUTHWEST CORNER OF THE BACKWALL,
 LY1733'7 FEET WEST OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH THE
 LY1733'TOP OF THE RAIL.  A STANDARD DISK, STAMPED L 52 1934.
 LY1733
 LY1733                          STATION RECOVERY (1961)
 LY1733
 LY1733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LY1733'RECOVERED IN GOOD CONDITION.
 LY1733
 LY1733                          STATION RECOVERY (2002)
 LY1733
 LY1733'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (ADR)
 LY1733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0006 ***********************************************************************
 LZ0006  DESIGNATION -  L 53
 LZ0006  PID         -  LZ0006
 LZ0006  STATE/COUNTY-  PA/BRADFORD
 LZ0006  USGS QUAD   -  TOWANDA (1967)
 LZ0006
 LZ0006                         *CURRENT SURVEY CONTROL
 LZ0006  ___________________________________________________________________
 LZ0006* NAD 83(1986)-  41 46 35.     (N)    076 22 43.     (W)     SCALED    
 LZ0006* NAVD 88     -       216.274  (meters)     709.56   (feet)  ADJUSTED  
 LZ0006  ___________________________________________________________________
 LZ0006  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 LZ0006  DYNAMIC HT  -         216.187 (meters)     709.27  (feet)  COMP
 LZ0006  MODELED GRAV-     980,215.7   (mgal)                       NAVD 88
 LZ0006
 LZ0006  VERT ORDER  -  SECOND    CLASS 0
 LZ0006
 LZ0006.The horizontal coordinates were scaled from a topographic map and have
 LZ0006.an estimated accuracy of +/- 6 seconds.
 LZ0006
 LZ0006.The orthometric height was determined by differential leveling
 LZ0006.and adjusted by the National Geodetic Survey in June 1991..
 LZ0006
 LZ0006.The geoid height was determined by GEOID03.
 LZ0006
 LZ0006.The dynamic height is computed by dividing the NAVD 88
 LZ0006.geopotential number by the normal gravity value computed on the
 LZ0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0006.degrees latitude (g = 980.6199 gals.).
 LZ0006
 LZ0006.The modeled gravity was interpolated from observed gravity values.
 LZ0006
 LZ0006;                    North         East    Units  Estimated Accuracy
 LZ0006;SPC PA N     -   179,670.      714,010.      MT  (+/- 180 meters Scaled)
 LZ0006
 LZ0006                          SUPERSEDED SURVEY CONTROL
 LZ0006
 LZ0006  NGVD 29 (??/??/92)  216.483  (m)          710.24   (f) ADJ UNCH    2 0
 LZ0006
 LZ0006.Superseded values are not recommended for survey control.
 LZ0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0006.See file dsdata.txt to determine how the superseded data were derived.
 LZ0006
 LZ0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM854258(NAD 83)
 LZ0006_MARKER: DB = BENCH MARK DISK
 LZ0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0006_STAMPING: L 53 1934
 LZ0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0006+STABILITY: SURFACE MOTION
 LZ0006
 LZ0006  HISTORY     - Date     Condition        Report By
 LZ0006  HISTORY     - 1934     MONUMENTED       CGS
 LZ0006  HISTORY     - 1968     GOOD             NGS
 LZ0006  HISTORY     - 1975     GOOD             PADT
 LZ0006  HISTORY     - 19920724 GOOD             USPSQD
 LZ0006  HISTORY     - 20030915 GOOD             PADT
 LZ0006
 LZ0006                          STATION DESCRIPTION
 LZ0006
 LZ0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0006'1.2 MI E FROM WYSOX.
 LZ0006'1.2 MILES EAST ALONG THE LEHIGH VALLEY RAILROAD FROM WYSOX,
 LZ0006'BRADFORD COUNTY, ABOUT 360 FEET EAST OF MILEPOST 250, 34 FEET
 LZ0006'WEST OF THE CENTER LINE OF A PRIVATE ROAD, 42 FEET NORTH OF THE
 LZ0006'NORTH RAIL, 30 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 6,
 LZ0006'16 FEET WEST OF A 12-INCH MAPLE TREE, 4 FEET SOUTH OF A FENCE,
 LZ0006'AND ABOUT 2.5 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 LZ0006'DISK, STAMPED L 53 1934 AND SET IN THE TOP OF A CONCRETE POST
 LZ0006'PROJECTING ABOUT 11 INCHES ABOVE GROUND.
 LZ0006
 LZ0006                          STATION RECOVERY (1975)
 LZ0006
 LZ0006'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 LZ0006'RECOVERED IN GOOD CONDITION.
 LZ0006
 LZ0006                          STATION RECOVERY (1992)
 LZ0006
 LZ0006'RECOVERY NOTE BY US POWER SQUADRON 1992 (DEZ)
 LZ0006'RECOVERED IN GOOD CONDITION.
 LZ0006
 LZ0006                          STATION RECOVERY (2003)
 LZ0006
 LZ0006'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (JAG)
 LZ0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KV2789 ***********************************************************************
 KV2789  DESIGNATION -  L 54
 KV2789  PID         -  KV2789
 KV2789  STATE/COUNTY-  PA/CARBON
 KV2789  USGS QUAD   -  POHOPOCO MOUNTAIN (1983)
 KV2789
 KV2789                         *CURRENT SURVEY CONTROL
 KV2789  ___________________________________________________________________
 KV2789* NAD 83(1986)-  40 52 51.     (N)    075 31 59.     (W)     SCALED    
 KV2789* NAVD 88     -       295.940  (meters)     970.93   (feet)  ADJUSTED  
 KV2789  ___________________________________________________________________
 KV2789  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 KV2789  DYNAMIC HT  -         295.798 (meters)     970.46  (feet)  COMP
 KV2789  MODELED GRAV-     980,136.0   (mgal)                       NAVD 88
 KV2789
 KV2789  VERT ORDER  -  SECOND    CLASS 0
 KV2789
 KV2789.The horizontal coordinates were scaled from a topographic map and have
 KV2789.an estimated accuracy of +/- 6 seconds.
 KV2789
 KV2789.The orthometric height was determined by differential leveling
 KV2789.and adjusted by the National Geodetic Survey in June 1991..
 KV2789
 KV2789.The geoid height was determined by GEOID03.
 KV2789
 KV2789.The dynamic height is computed by dividing the NAVD 88
 KV2789.geopotential number by the normal gravity value computed on the
 KV2789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KV2789.degrees latitude (g = 980.6199 gals.).
 KV2789
 KV2789.The modeled gravity was interpolated from observed gravity values.
 KV2789
 KV2789;                    North         East    Units  Estimated Accuracy
 KV2789;SPC PA N     -    81,700.      786,840.      MT  (+/- 180 meters Scaled)
 KV2789
 KV2789                          SUPERSEDED SURVEY CONTROL
 KV2789
 KV2789  NGVD 29 (??/??/??)  296.138  (m)          971.58   (f) ADJUSTED    2 0
 KV2789
 KV2789.Superseded values are not recommended for survey control.
 KV2789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KV2789.See file dsdata.txt to determine how the superseded data were derived.
 KV2789
 KV2789_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL550256(NAD 83)
 KV2789_MARKER: DB = BENCH MARK DISK
 KV2789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KV2789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KV2789_STAMPING: L 54 1935
 KV2789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KV2789+STABILITY: SURFACE MOTION
 KV2789
 KV2789  HISTORY     - Date     Condition        Report By
 KV2789  HISTORY     - 1935     MONUMENTED       CGS
 KV2789  HISTORY     - 1956     MARK NOT FOUND   CGS
 KV2789
 KV2789                          STATION DESCRIPTION
 KV2789
 KV2789'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KV2789'2 MI W FROM KRESGEVILLE.
 KV2789'IN CARBON COUNTY, 2.0 MILES WEST ALONG STATE HIGHWAY 209 FROM
 KV2789'KRESGEVILLE, MONROE COUNTY, AT STATION 5/38, 20 FEET NORTHEAST
 KV2789'OF BELL TEL. CO. POLE 376, 22 FEET SOUTH OF THE CENTERLINE OF
 KV2789'THE HIGHWAY, AND 1.5 FEET HIGHER THAN THE FINISHED GRADE.  A
 KV2789'STANDARD DISK, STAMPED L 54 1935 AND SET IN THE TOP OF A CONCRETE
 KV2789'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0135 ***********************************************************************
 LZ0135  DESIGNATION -  L 55
 LZ0135  PID         -  LZ0135
 LZ0135  STATE/COUNTY-  PA/LUZERNE
 LZ0135  USGS QUAD   -  NANTICOKE (1976)
 LZ0135
 LZ0135                         *CURRENT SURVEY CONTROL
 LZ0135  ___________________________________________________________________
 LZ0135* NAD 83(1986)-  41 12 48.     (N)    076 02 37.     (W)     SCALED    
 LZ0135* NAVD 88     -       161.775  (meters)     530.76   (feet)  ADJUSTED  
 LZ0135  ___________________________________________________________________
 LZ0135  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 LZ0135  DYNAMIC HT  -         161.710 (meters)     530.54  (feet)  COMP
 LZ0135  MODELED GRAV-     980,216.8   (mgal)                       NAVD 88
 LZ0135
 LZ0135  VERT ORDER  -  SECOND    CLASS 0
 LZ0135
 LZ0135.The horizontal coordinates were scaled from a topographic map and have
 LZ0135.an estimated accuracy of +/- 6 seconds.
 LZ0135
 LZ0135.The orthometric height was determined by differential leveling
 LZ0135.and adjusted by the National Geodetic Survey in June 1991..
 LZ0135
 LZ0135.The geoid height was determined by GEOID03.
 LZ0135
 LZ0135.The dynamic height is computed by dividing the NAVD 88
 LZ0135.geopotential number by the normal gravity value computed on the
 LZ0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0135.degrees latitude (g = 980.6199 gals.).
 LZ0135
 LZ0135.The modeled gravity was interpolated from observed gravity values.
 LZ0135
 LZ0135;                    North         East    Units  Estimated Accuracy
 LZ0135;SPC PA N     -   117,650.      743,090.      MT  (+/- 180 meters Scaled)
 LZ0135
 LZ0135                          SUPERSEDED SURVEY CONTROL
 LZ0135
 LZ0135  NGVD 29 (??/??/92)  161.989  (m)          531.46   (f) ADJ UNCH    2 0
 LZ0135
 LZ0135.Superseded values are not recommended for survey control.
 LZ0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0135.See file dsdata.txt to determine how the superseded data were derived.
 LZ0135
 LZ0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL125629(NAD 83)
 LZ0135_MARKER: DD = SURVEY DISK
 LZ0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0135_STAMPING: L 55 1934
 LZ0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0135+STABILITY: SURFACE MOTION
 LZ0135
 LZ0135  HISTORY     - Date     Condition        Report By
 LZ0135  HISTORY     - 1934     MONUMENTED       USGS
 LZ0135  HISTORY     - 1954     MARK NOT FOUND   NGS
 LZ0135
 LZ0135                          STATION DESCRIPTION
 LZ0135
 LZ0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LZ0135'AT HUNLOCKS GARDENS.
 LZ0135'DESCRIPTION-- AT HUNLOCKS GARDENS, LUZERNE COUNTY, ON THE
 LZ0135'ERIE-LACKAWANNA RAILROAD, 2,400 FEET EAST OF MILEPOST 160, 50
 LZ0135'FEET NORTH OF THE NORTHWEST CORNER OF MR. TEMPLETONS PROPERTY, 70
 LZ0135'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 11, 35 FEET WEST OF
 LZ0135'A SECONDARY-ROAD CROSSING, 15 FEET SOUTH OF THE CENTERLINE OF THE
 LZ0135'TRACK, AND ABOUT 6 INCHES LOWER THAN THE TOP OF THE RAIL.  A
 LZ0135'COMMONWEALTH OF PENNSYLVANIA STANDARD DISK, STAMPED L 55 1934
 LZ0135'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1434 ***********************************************************************
 LY1434  DESIGNATION -  L 56
 LY1434  PID         -  LY1434
 LY1434  STATE/COUNTY-  PA/LUZERNE
 LY1434  USGS QUAD   -  WILKES-BARRE WEST (1990)
 LY1434
 LY1434                         *CURRENT SURVEY CONTROL
 LY1434  ___________________________________________________________________
 LY1434* NAD 83(1986)-  41 14 54.     (N)    075 53 04.     (W)     SCALED    
 LY1434* NAVD 88     -       166.378  (meters)     545.86   (feet)  ADJUSTED  
 LY1434  ___________________________________________________________________
 LY1434  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 LY1434  DYNAMIC HT  -         166.311 (meters)     545.64  (feet)  COMP
 LY1434  MODELED GRAV-     980,218.7   (mgal)                       NAVD 88
 LY1434
 LY1434  VERT ORDER  -  SECOND    CLASS 0
 LY1434
 LY1434.The horizontal coordinates were scaled from a topographic map and have
 LY1434.an estimated accuracy of +/- 6 seconds.
 LY1434
 LY1434.The orthometric height was determined by differential leveling
 LY1434.and adjusted by the National Geodetic Survey in June 1991..
 LY1434.WARNING-Repeat measurements at this control monument indicate possible
 LY1434.vertical movement.
 LY1434
 LY1434.The geoid height was determined by GEOID03.
 LY1434
 LY1434.The dynamic height is computed by dividing the NAVD 88
 LY1434.geopotential number by the normal gravity value computed on the
 LY1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1434.degrees latitude (g = 980.6199 gals.).
 LY1434
 LY1434.The modeled gravity was interpolated from observed gravity values.
 LY1434
 LY1434;                    North         East    Units  Estimated Accuracy
 LY1434;SPC PA N     -   121,810.      756,350.      MT  (+/- 180 meters Scaled)
 LY1434
 LY1434                          SUPERSEDED SURVEY CONTROL
 LY1434
 LY1434  NGVD 29 (??/??/92)  166.564  (m)          546.47   (f) ADJ UNCH    2 0
 LY1434
 LY1434.Superseded values are not recommended for survey control.
 LY1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1434.See file dsdata.txt to determine how the superseded data were derived.
 LY1434
 LY1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL258667(NAD 83)
 LY1434_MARKER: DB = BENCH MARK DISK
 LY1434_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1434_SP_SET: BRIDGE
 LY1434_STAMPING: L 56 1934
 LY1434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LY1434+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2006
 LY1434
 LY1434  HISTORY     - Date     Condition        Report By
 LY1434  HISTORY     - 1934     MONUMENTED       CGS
 LY1434  HISTORY     - 1959     GOOD             NGS
 LY1434  HISTORY     - 20000601 GOOD             PADT
 LY1434  HISTORY     - 20020613 GOOD             PADT
 LY1434  HISTORY     - 20030701 GOOD             PADT
 LY1434  HISTORY     - 20050303 GOOD             USACE
 LY1434  HISTORY     - 20060425 GOOD             PADT
 LY1434
 LY1434                          STATION DESCRIPTION
 LY1434
 LY1434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LY1434'AT WILKES BARRE.
 LY1434'AT WILKES-BARRE, LUZERNE COUNTY, ABOUT 200 FEET WEST OF THE
 LY1434'HOTEL STERLING, ABOUT 75 FEET SOUTHWEST OF THE CENTER LINE OF
 LY1434'MARKET STREET, ABOUT 75 FEET NORTHWEST OF THE CENTER LINE OF
 LY1434'RIVER STREET, AT THE SOUTHWEST CORNER OF THE 6-SPAN REINFORCED
 LY1434'CONCRETE WEST MARKET STREET BRIDGE, AND IN THE BASE OF THE
 LY1434'BALUSTRADE LEADING TO THE RIVER COMMON.  A STANDARD DISK, STAMPED
 LY1434'L 56 1934.  NOTE-- REPORTED DISTURBED IN JUNE 1941, THIS MARK WAS
 LY1434'FOUND IN GOOD CONDITION AS FAR AS APPEARANCES.
 LY1434
 LY1434                          STATION RECOVERY (2000)
 LY1434
 LY1434'RECOVERY NOTE BY PA DEPT OF TRANSP 2000 (BH)
 LY1434'RECOVERED IN GOOD CONDITION.
 LY1434
 LY1434                          STATION RECOVERY (2002)
 LY1434
 LY1434'RECOVERY NOTE BY PA DEPT OF TRANSP 2002 (EAA)
 LY1434'RECOVERED IN GOOD CONDITION.
 LY1434
 LY1434                          STATION RECOVERY (2003)
 LY1434
 LY1434'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (DS)
 LY1434'RECOVERED IN GOOD CONDITION.
 LY1434
 LY1434                          STATION RECOVERY (2005)
 LY1434
 LY1434'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2005 (BRR)
 LY1434'RECOVERED IN GOOD CONDITION.
 LY1434
 LY1434                          STATION RECOVERY (2006)
 LY1434
 LY1434'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (DS)
 LY1434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW3243 ***********************************************************************
 KW3243  DESIGNATION -  L 56
 KW3243  PID         -  KW3243
 KW3243  STATE/COUNTY-  PA/FRANKLIN
 KW3243  USGS QUAD   -  ROXBURY (1973)
 KW3243
 KW3243                         *CURRENT SURVEY CONTROL
 KW3243  ___________________________________________________________________
 KW3243* NAD 83(1992)-  40 00 59.22536(N)    077 44 22.24204(W)     ADJUSTED  
 KW3243* NAVD 88     -       213.     (meters)     699.     (feet)  GPS OBS   
 KW3243  ___________________________________________________________________
 KW3243  X           -   1,038,778.180 (meters)                     COMP
 KW3243  Y           -  -4,780,101.939 (meters)                     COMP
 KW3243  Z           -   4,079,499.498 (meters)                     COMP
 KW3243  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 KW3243  ELLIP HEIGHT-         178.49  (meters)          (08/09/01) GPS OBS
 KW3243  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 KW3243
 KW3243  HORZ ORDER  -  FIRST
 KW3243  ELLP ORDER  -  FOURTH    CLASS II
 KW3243
 KW3243.The horizontal coordinates were established by GPS observations
 KW3243.and adjusted by the National Geodetic Survey in July 1994..
 KW3243.No horizontal observational check was made to the station.
 KW3243
 KW3243.The orthometric height was determined by GPS observations and a
 KW3243.high-resolution geoid model.
 KW3243.No vertical observational check was made to the station.
 KW3243
 KW3243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KW3243
 KW3243.The Laplace correction was computed from DEFLEC99 derived deflections.
 KW3243
 KW3243.The ellipsoidal height was determined by GPS observations
 KW3243.and is referenced to NAD 83.
 KW3243
 KW3243.The geoid height was determined by GEOID03.
 KW3243
 KW3243;                    North         East     Units Scale Factor Converg.
 KW3243;SPC PA S     -    75,849.834   600,895.413   MT  0.99998804   +0 00 24.5
 KW3243;SPC PA S     -   248,850.66  1,971,437.70   sFT  0.99998804   +0 00 24.5
 KW3243;UTM  18      - 4,433,178.752   266,196.636   MT  1.00027300   -1 45 44.4
 KW3243
 KW3243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KW3243!SPC PA S     -   0.99997200  x   0.99998804  =   0.99996004
 KW3243!UTM  18      -   0.99997200  x   1.00027300  =   1.00024499
 KW3243
 KW3243                          SUPERSEDED SURVEY CONTROL
 KW3243
 KW3243  ELLIP H (07/25/94)  178.44   (m)                       GP(       ) 4 1
 KW3243
 KW3243.Superseded values are not recommended for survey control.
 KW3243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW3243.See file dsdata.txt to determine how the superseded data were derived.
 KW3243
 KW3243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TTK6619733179(NAD 83)
 KW3243_MARKER: DD = SURVEY DISK
 KW3243_SETTING: 0 = UNSPECIFIED SETTING
 KW3243_SP_SET: UNSPECIFIED SHALLOW
 KW3243_STAMPING: L-56
 KW3243_MARK LOGO: LENZ  
 KW3243_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KW3243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KW3243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KW3243+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1993
 KW3243
 KW3243  HISTORY     - Date     Condition        Report By
 KW3243  HISTORY     - UNK      MONUMENTED       LENZ
 KW3243  HISTORY     - 19931015 GOOD             NGS
 KW3243
 KW3243                          STATION DESCRIPTION
 KW3243
 KW3243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 KW3243'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTHWEST OF
 KW3243'CHAMBERSBURG, AT THE LETTERKENNY ARMY DEPOT.  OWNERSHIP--U.S.
 KW3243'GOVERNMENT.  CONTACT TIM MATHEWS OR JOE REPASI AT 717-267-9696.
 KW3243'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 81 AND
 KW3243'STATE HIGHWAY 997 (EXIT 8), GO NORTHWEST 4.2 MI (6.8 KM) ON HIGHWAY
 KW3243'997 (FOLLOWING SIGNS TO LETTERKENNY ARMY DEPOT) TO THE JUNCTION OF
 KW3243'STATE HIGHWAY 433 AND ENTRANCE TO LETTERKENNY ARMY DEPOT, PROCEED TO
 KW3243'GATE AND CHECK IN, AFTER PASSING THROUGH GATE CONTINUE FOR 0.3 MI
 KW3243'(0.5 KM) TO A TRAFFIC LIGHT, CONTINUE FOR 0.9 MI (1.4 KM) TO A
 KW3243'TRAFFIC LIGHT AND CARBAUGH STREET, TURN RIGHT ON CARBAUGH STREET FOR
 KW3243'0.6 MI (1.0 KM) TO PENNSYLVANIA STREET, TURN RIGHT ON PENNSYLVANIA
 KW3243'STREET FOR 0.7 MI (1.1 KM) TO A GUARD HOUSE (ENTRY TO AMMO AREA),
 KW3243'CONTINUE ON PENNSYLVANIA STREET FOR 0.4 MI (0.6 KM) TO A FORK, KEEP
 KW3243'LEFT AND FOLLOW VIRGINIA AVENUE FOR 1.7 MI (2.7 KM) TO A RAILROAD
 KW3243'CROSSING, CONTINUE AHEAD ON VIRGINIA AVENUE FOR 1.6 MI (2.6 KM) TO
 KW3243'MASSACHUSETTS AVENUE, TURN LEFT ON MASSACHUSETTS AVENUE FOR 2.0 MI
 KW3243'(3.2 KM) TO THE STATION ON LEFT.
 KW3243'THE STATION IS AN IRON REBAR WITH AN ALUMINUM CAP SURROUNDED BY
 KW3243'CONCRETE RECESSED 2 CM BELOW THE LEVEL OF THE GROUND AND SLIGHTLY
 KW3243'LOWER THAN THE AVENUE.  LOCATED 162.0 FT (49.4 M) NORTHEAST FROM THE
 KW3243'APPROXIMATE CENTER OF THE GRAVEL ROAD, 140.0 FT (42.7 M)
 KW3243'SOUTH-SOUTHWEST FROM THE FORK OF MASSACHUSETTS AVENUE AND A PAVED SIDE
 KW3243'ROAD, 65.5 FT (20.0 M) SOUTHEAST FROM A ROAD SIGN (MASSACHUSETTS
 KW3243'AVENUE) AND 19.5 M (64.0 FT) EAST-SOUTHEAST FROM THE CENTER OF
 KW3243'MASSACHUSETTS AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1357 ***********************************************************************
 LY1357  DESIGNATION -  L 57
 LY1357  PID         -  LY1357
 LY1357  STATE/COUNTY-  PA/LUZERNE
 LY1357  USGS QUAD   -  PITTSTON (1994)
 LY1357
 LY1357                         *CURRENT SURVEY CONTROL
 LY1357  ___________________________________________________________________
 LY1357* NAD 83(1986)-  41 21 05.     (N)    075 48 02.     (W)     SCALED    
 LY1357* NAVD 88     -       172.614  (meters)     566.32   (feet)  ADJUSTED  
 LY1357  ___________________________________________________________________
 LY1357  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 LY1357  DYNAMIC HT  -         172.547 (meters)     566.10  (feet)  COMP
 LY1357  MODELED GRAV-     980,232.3   (mgal)                       NAVD 88
 LY1357
 LY1357  VERT ORDER  -  SECOND    CLASS 0
 LY1357
 LY1357.The horizontal coordinates were scaled from a topographic map and have
 LY1357.an estimated accuracy of +/- 6 seconds.
 LY1357
 LY1357.The orthometric height was determined by differential leveling
 LY1357.and adjusted by the National Geodetic Survey in June 1991..
 LY1357
 LY1357.The geoid height was determined by GEOID03.
 LY1357
 LY1357.The dynamic height is computed by dividing the NAVD 88
 LY1357.geopotential number by the normal gravity value computed on the
 LY1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1357.degrees latitude (g = 980.6199 gals.).
 LY1357
 LY1357.The modeled gravity was interpolated from observed gravity values.
 LY1357
 LY1357;                    North         East    Units  Estimated Accuracy
 LY1357;SPC PA N     -   133,400.      763,120.      MT  (+/- 180 meters Scaled)
 LY1357
 LY1357                          SUPERSEDED SURVEY CONTROL
 LY1357
 LY1357  NGVD 29 (??/??/92)  172.834  (m)          567.04   (f) ADJ UNCH    2 0
 LY1357
 LY1357.Superseded values are not recommended for survey control.
 LY1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1357.See file dsdata.txt to determine how the superseded data were derived.
 LY1357
 LY1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL330780(NAD 83)
 LY1357_MARKER: DB = BENCH MARK DISK
 LY1357_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LY1357_SP_SET: BRIDGE
 LY1357_STAMPING: L 57 1934
 LY1357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LY1357
 LY1357  HISTORY     - Date     Condition        Report By
 LY1357  HISTORY     - 1934     MONUMENTED       CGS
 LY1357
 LY1357                          STATION DESCRIPTION
 LY1357
 LY1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LY1357'AT COXTON YARDS.
 LY1357'AT COXTON YARDS, LUZERNE COUNTY, ON THE LEHIGH VALLEY RAILROAD,
 LY1357'AT 6-SPAN STEEL-TRUSS BRIDGE NO. WP 186 OVER SUSQUEHANNA RIVER,
 LY1357'IN THE EAST END OF THE NORTH ABUTMENT, 9 FEET EAST OF THE
 LY1357'CENTERLINE OF THE TRACK, AND ABOUT 4 FEET LOWER THAN THE TOP OF
 LY1357'THE RAIL.  A STANDARD DISK, STAMPED L 57 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1720 ***********************************************************************
 LY1720  DESIGNATION -  L 58
 LY1720  PID         -  LY1720
 LY1720  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1720  USGS QUAD   -  MONTROSE WEST (1994)
 LY1720
 LY1720                         *CURRENT SURVEY CONTROL
 LY1720  ___________________________________________________________________
 LY1720* NAD 83(1986)-  41 46 09.     (N)    075 53 55.     (W)     SCALED    
 LY1720* NAVD 88     -       471.488  (meters)    1546.87   (feet)  ADJUSTED  
 LY1720  ___________________________________________________________________
 LY1720  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 LY1720  DYNAMIC HT  -         471.297 (meters)    1546.25  (feet)  COMP
 LY1720  MODELED GRAV-     980,202.9   (mgal)                       NAVD 88
 LY1720
 LY1720  VERT ORDER  -  SECOND    CLASS 0
 LY1720
 LY1720.The horizontal coordinates were scaled from a topographic map and have
 LY1720.an estimated accuracy of +/- 6 seconds.
 LY1720
 LY1720.The orthometric height was determined by differential leveling
 LY1720.and adjusted by the National Geodetic Survey in June 1991..
 LY1720
 LY1720.The geoid height was determined by GEOID03.
 LY1720
 LY1720.The dynamic height is computed by dividing the NAVD 88
 LY1720.geopotential number by the normal gravity value computed on the
 LY1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1720.degrees latitude (g = 980.6199 gals.).
 LY1720
 LY1720.The modeled gravity was interpolated from observed gravity values.
 LY1720
 LY1720;                    North         East    Units  Estimated Accuracy
 LY1720;SPC PA N     -   179,610.      753,930.      MT  (+/- 180 meters Scaled)
 LY1720
 LY1720                          SUPERSEDED SURVEY CONTROL
 LY1720
 LY1720  NGVD 29 (??/??/92)  471.66   (m)         1547.4    (f) COMPUTED    2 0
 LY1720
 LY1720.Superseded values are not recommended for survey control.
 LY1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1720.See file dsdata.txt to determine how the superseded data were derived.
 LY1720
 LY1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM253245(NAD 83)
 LY1720_MARKER: DB = BENCH MARK DISK
 LY1720_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1720_SP_SET: CULVERT
 LY1720_STAMPING: L 58 1934
 LY1720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1720
 LY1720  HISTORY     - Date     Condition        Report By
 LY1720  HISTORY     - 1934     MONUMENTED       CGS
 LY1720
 LY1720                          STATION DESCRIPTION
 LY1720
 LY1720'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LY1720'AT LOUDEN HILL.
 LY1720'AT LOUDEN HILL ON LV R.R., 20 FT NORTHWEST OF STATION, 48 FT NORTH
 LY1720'OF INTERSECTION OF RR AND RT 29, ON SOUTH END OF EAST HEADWALL
 LY1720'OF CULVERT, 30 FT NORTHWEST OF CENTERLINE OF TRACK, 1 FT ABOVE
 LY1720'TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1719 ***********************************************************************
 LY1719  DESIGNATION -  L 58 RESET 1949
 LY1719  PID         -  LY1719
 LY1719  STATE/COUNTY-  PA/SUSQUEHANNA
 LY1719  USGS QUAD   -  MONTROSE WEST (1994)
 LY1719
 LY1719                         *CURRENT SURVEY CONTROL
 LY1719  ___________________________________________________________________
 LY1719* NAD 83(1986)-  41 46 09.     (N)    075 53 55.     (W)     SCALED    
 LY1719* NAVD 88     -       471.40   (meters)    1546.6    (feet)  RESET     
 LY1719  ___________________________________________________________________
 LY1719  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 LY1719
 LY1719  VERT ORDER  -  THIRD
 LY1719
 LY1719.The horizontal coordinates were scaled from a topographic map and have
 LY1719.an estimated accuracy of +/- 6 seconds.
 LY1719
 LY1719.The orthometric height was computed from unverified reset data.
 LY1719
 LY1719.The geoid height was determined by GEOID03.
 LY1719
 LY1719;                    North         East    Units  Estimated Accuracy
 LY1719;SPC PA N     -   179,610.      753,930.      MT  (+/- 180 meters Scaled)
 LY1719
 LY1719                          SUPERSEDED SURVEY CONTROL
 LY1719
 LY1719  NGVD 29 (??/??/??)  471.57   (m)         1547.1    (f) RESET       3  
 LY1719
 LY1719.Superseded values are not recommended for survey control.
 LY1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1719.See file dsdata.txt to determine how the superseded data were derived.
 LY1719
 LY1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVM253245(NAD 83)
 LY1719_MARKER: DB = BENCH MARK DISK
 LY1719_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1719_SP_SET: CULVERT
 LY1719_STAMPING: L 58 RESET 1949
 LY1719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1719
 LY1719  HISTORY     - Date     Condition        Report By
 LY1719  HISTORY     - 1949     MONUMENTED       PADH
 LY1719
 LY1719                          STATION DESCRIPTION
 LY1719
 LY1719'DESCRIBED BY PA DEPT OF HIGHWAYS 1949
 LY1719'AT LOUDEN HILL.
 LY1719'AT LOUDEN HILL, SUSQUEHANNA COUNTY, 20 FEET NORTHWEST OF THE
 LY1719'LEHIGH VALLEY RAILROAD STATION, 48 FEET NORTH OF THE CROSSING OF
 LY1719'STATE HIGHWAY 29, AT A CULVERT, IN THE SOUTH END OF THE WEST
 LY1719'HEADWALL, 30 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK,
 LY1719'AND ABOUT 1 FOOT HIGHER THAN THE TOP OF THE RAIL.  A STANDARD
 LY1719'DISK, STAMPED L 58 RESET 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1128 ***********************************************************************
 LY1128  DESIGNATION -  L 59
 LY1128  PID         -  LY1128
 LY1128  STATE/COUNTY-  PA/MONROE
 LY1128  USGS QUAD   -  BUCK HILL FALLS (1994)
 LY1128
 LY1128                         *CURRENT SURVEY CONTROL
 LY1128  ___________________________________________________________________
 LY1128* NAD 83(1986)-  41 09 16.     (N)    075 16 55.     (W)     SCALED    
 LY1128* NAVD 88     -       366.227  (meters)    1201.53   (feet)  ADJUSTED  
 LY1128  ___________________________________________________________________
 LY1128  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LY1128  DYNAMIC HT  -         366.055 (meters)    1200.97  (feet)  COMP
 LY1128  MODELED GRAV-     980,141.8   (mgal)                       NAVD 88
 LY1128
 LY1128  VERT ORDER  -  SECOND    CLASS 0
 LY1128
 LY1128.The horizontal coordinates were scaled from a topographic map and have
 LY1128.an estimated accuracy of +/- 6 seconds.
 LY1128
 LY1128.The orthometric height was determined by differential leveling
 LY1128.and adjusted by the National Geodetic Survey in June 1991..
 LY1128
 LY1128.The geoid height was determined by GEOID03.
 LY1128
 LY1128.The dynamic height is computed by dividing the NAVD 88
 LY1128.geopotential number by the normal gravity value computed on the
 LY1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LY1128.degrees latitude (g = 980.6199 gals.).
 LY1128
 LY1128.The modeled gravity was interpolated from observed gravity values.
 LY1128
 LY1128;                    North         East    Units  Estimated Accuracy
 LY1128;SPC PA N     -   112,650.      807,130.      MT  (+/- 180 meters Scaled)
 LY1128
 LY1128                          SUPERSEDED SURVEY CONTROL
 LY1128
 LY1128  NGVD 29 (??/??/92)  366.43   (m)         1202.2    (f) COMPUTED    2 0
 LY1128
 LY1128.Superseded values are not recommended for survey control.
 LY1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1128.See file dsdata.txt to determine how the superseded data were derived.
 LY1128
 LY1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL763559(NAD 83)
 LY1128_MARKER: DB = BENCH MARK DISK
 LY1128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LY1128_SP_SET: GATE BASE
 LY1128_STAMPING: L 59 1934
 LY1128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LY1128
 LY1128  HISTORY     - Date     Condition        Report By
 LY1128  HISTORY     - 1934     MONUMENTED       CGS
 LY1128
 LY1128                          STATION DESCRIPTION
 LY1128
 LY1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LY1128'AT CRESCO.
 LY1128'AT CRESCO ON DL AND W R.R., 100 FT SOUTHWEST OF STATION, 15
 LY1128'FT SOUTHWEST OF GRADE CROSSING, 12 FT WEST OF WATCHMANS SHANTY,
 LY1128'IN BASE OF R.R. CROSSING GATE ON SOUTHEAST CORNER, 8 FT WEST
 LY1128'OF CENTERLINE OF EAST BOUND TRACK, 6 IN ABOVE TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LY1129 ***********************************************************************
 LY1129  DESIGNATION -  L 59 RESET
 LY1129  PID         -  LY1129
 LY1129  STATE/COUNTY-  PA/MONROE
 LY1129  USGS QUAD   -  BUCK HILL FALLS (1994)
 LY1129
 LY1129                         *CURRENT SURVEY CONTROL
 LY1129  ___________________________________________________________________
 LY1129* NAD 83(1986)-  41 09 16.     (N)    075 16 55.     (W)     SCALED    
 LY1129* NAVD 88     -       367.56   (+/-2cm)    1205.9    (feet)  VERTCON   
 LY1129  ___________________________________________________________________
 LY1129  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 LY1129
 LY1129  VERT ORDER  -  THIRD (See Below)
 LY1129
 LY1129.The horizontal coordinates were scaled from a topographic map and have
 LY1129.an estimated accuracy of +/- 6 seconds.
 LY1129
 LY1129.The NAVD 88 height was computed by applying the VERTCON shift value to
 LY1129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LY1129.The vertical order pertains to the NGVD 29 superseded value.
 LY1129
 LY1129.The geoid height was determined by GEOID03.
 LY1129
 LY1129;                    North         East    Units  Estimated Accuracy
 LY1129;SPC PA N     -   112,650.      807,130.      MT  (+/- 180 meters Scaled)
 LY1129
 LY1129                          SUPERSEDED SURVEY CONTROL
 LY1129
 LY1129  NGVD 29 (??/??/??)  367.75   (m)         1206.5    (f) RESET       3  
 LY1129
 LY1129.Superseded values are not recommended for survey control.
 LY1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LY1129.See file dsdata.txt to determine how the superseded data were derived.
 LY1129
 LY1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVL763559(NAD 83)
 LY1129_MARKER: DB = BENCH MARK DISK
 LY1129_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LY1129+WITH SETTING: PAVEMENT
 LY1129_SP_SET: SIGNAL BASE
 LY1129_STAMPING: L 59 RESET 1950
 LY1129_MARK LOGO: CGS   
 LY1129_MAGNETIC: N = NO MAGNETIC MATERIAL
 LY1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LY1129+STABILITY: SURFACE MOTION
 LY1129
 LY1129  HISTORY     - Date     Condition        Report By
 LY1129  HISTORY     - 1950     MONUMENTED       CGS
 LY1129  HISTORY     - 1956     GOOD             NGS
 LY1129  HISTORY     - 19940329 POOR             LOCENG
 LY1129
 LY1129                          STATION DESCRIPTION
 LY1129
 LY1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LY1129'AT CRESCO.
 LY1129'AT CRESCO, ALONG THE DELAWARE, LACKAWANNA AND WESTERN RAILROAD,
 LY1129'ON TOP OF THE WEST CORNER OF A CONCRETE BASE SUPPORTING A TRAIN
 LY1129'STOP SIGNAL, 14.2 FEET NORTHEAST OF THE NORTHEAST RAIL, 5.1
 LY1129'FEET NORTHWEST OF THE WEST CORNER OF THE STATION AND 2 FEET
 LY1129'ABOVE THE LEVEL OF THE TRACK.
 LY1129
 LY1129                          STATION RECOVERY (1994)
 LY1129
 LY1129'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLM)
 LY1129'RECOVERED AS DESCRIBED.  TABLET GONE EXCEPT FOR STEM AND VERY CENTER
 LY1129'OF TABLET.  ELEVATION SHOULD BE OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KW1304 ***********************************************************************
 KW1304  DESIGNATION -  L 6
 KW1304  PID         -  KW1304
 KW1304  STATE/COUNTY-  PA/LANCASTER
 KW1304  USGS QUAD   -  COLUMBIA WEST (1990)
 KW1304
 KW1304                         *CURRENT SURVEY CONTROL
 KW1304  ___________________________________________________________________
 KW1304* NAD 83(1986)-  40 05 21.     (N)    076 34 28.     (W)     SCALED    
 KW1304* NAVD 88     -       136.335  (meters)     447.29   (feet)  ADJUSTED  
 KW1304  ___________________________________________________________________
 KW1304  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 KW1304  DYNAMIC HT  -         136.265 (meters)     447.06  (feet)  COMP
 KW1304  MODELED GRAV-     980,108.8   (mgal)                       NAVD 88
 KW1304
 KW1304  VERT ORDER  -  SECOND    CLASS 0
 KW1304
 KW1304.The horizontal coordinates were scaled from a topographic map and have
 KW1304.an estimated accuracy of +/- 6 seconds.
 KW1304
 KW1304.The orthometric height was determined by differential leveling
 KW1304.and adjusted by the National Geodetic Survey in June 1991..
 KW1304
 KW1304.The geoid height was determined by GEOID03.
 KW1304
 KW1304.The dynamic height is computed by dividing the NAVD 88
 KW1304.geopotential number by the normal gravity value computed on the
 KW1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KW1304.degrees latitude (g = 980.6199 gals.).
 KW1304
 KW1304.The modeled gravity was interpolated from observed gravity values.
 KW1304
 KW1304;                    North         East    Units  Estimated Accuracy
 KW1304;SPC PA S     -    84,590.      700,250.      MT  (+/- 180 meters Scaled)
 KW1304
 KW1304                          SUPERSEDED SURVEY CONTROL
 KW1304
 KW1304  NGVD 29 (??/??/??)  136.574  (m)          448.08   (f) ADJUSTED    2 0
 KW1304
 KW1304.Superseded values are not recommended for survey control.
 KW1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KW1304.See file dsdata.txt to determine how the superseded data were derived.
 KW1304
 KW1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUK657388(NAD 83)
 KW1304_MARKER: DB = BENCH MARK DISK
 KW1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KW1304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KW1304_STAMPING: L 6 1955
 KW1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KW1304+STABILITY: SURFACE MOTION
 KW1304
 KW1304  HISTORY     - Date     Condition        Report By
 KW1304  HISTORY     - 1955     MONUMENTED       CGS
 KW1304  HISTORY     - 19950312 MARK NOT FOUND   USPSQD
 KW1304  HISTORY     - 20040417 MARK NOT FOUND   GEOCAC
 KW1304
 KW1304                          STATION DESCRIPTION
 KW1304
 KW1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KW1304'1 MI NE FROM MAYTOWN.
 KW1304'ABOUT 0.65 MILE NORTH ALONG A BLACK TOP ROAD FROM THE WATER
 KW1304'TOWER AT MAYTOWN, THENCE ABOUT 0.35 MILE EAST ALONG A BLACK TOP
 KW1304'ROAD, AT DONEGAL AIRPORT, 15 FEET NORTH OF CENTER LINE OF ROAD,
 KW1304'65 1/2 FEET SOUTHEAST OF SOUTHEAST CORNER OF CONCRETE BLOCK
 KW1304'OFFICE BUILDING, 5 FEET EAST OF POWER POLE NO. 235-6-587-36, 166
 KW1304'FEET EAST OF BENCH MARK K 6, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND
 KW1304'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 KW1304
 KW1304                          STATION RECOVERY (1995)
 KW1304
 KW1304'RECOVERY NOTE BY US POWER SQUADRON 1995
 KW1304'MARK NOT FOUND.
 KW1304
 KW1304                          STATION RECOVERY (2004)
 KW1304
 KW1304'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 KW1304'MARK APPEARS TO HAVE BEEN REMOVED FROM MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0315 ***********************************************************************
 MB0315  DESIGNATION -  L 60
 MB0315  PID         -  MB0315
 MB0315  STATE/COUNTY-  PA/MERCER
 MB0315  USGS QUAD   -  SHARPSVILLE (1981)
 MB0315
 MB0315                         *CURRENT SURVEY CONTROL
 MB0315  ___________________________________________________________________
 MB0315* NAD 83(1986)-  41 18 00.     (N)    080 27 30.     (W)     SCALED    
 MB0315* NAVD 88     -       268.995  (meters)     882.53   (feet)  ADJUSTED  
 MB0315  ___________________________________________________________________
 MB0315  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 MB0315  DYNAMIC HT  -         268.879 (meters)     882.15  (feet)  COMP
 MB0315  MODELED GRAV-     980,185.4   (mgal)                       NAVD 88
 MB0315
 MB0315  VERT ORDER  -  SECOND    CLASS 0
 MB0315
 MB0315.The horizontal coordinates were scaled from a topographic map and have
 MB0315.an estimated accuracy of +/- 6 seconds.
 MB0315
 MB0315.The orthometric height was determined by differential leveling
 MB0315.and adjusted by the National Geodetic Survey in June 1991..
 MB0315
 MB0315.The geoid height was determined by GEOID03.
 MB0315
 MB0315.The dynamic height is computed by dividing the NAVD 88
 MB0315.geopotential number by the normal gravity value computed on the
 MB0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0315.degrees latitude (g = 980.6199 gals.).
 MB0315
 MB0315.The modeled gravity was interpolated from observed gravity values.
 MB0315
 MB0315;                    North         East    Units  Estimated Accuracy
 MB0315;SPC PA N     -   129,410.      373,220.      MT  (+/- 180 meters Scaled)
 MB0315
 MB0315                          SUPERSEDED SURVEY CONTROL
 MB0315
 MB0315  NGVD 29 (??/??/92)  269.166  (m)          883.09   (f) ADJ UNCH    2 0
 MB0315
 MB0315.Superseded values are not recommended for survey control.
 MB0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0315.See file dsdata.txt to determine how the superseded data were derived.
 MB0315
 MB0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF453722(NAD 83)
 MB0315_MARKER: DB = BENCH MARK DISK
 MB0315_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MB0315_SP_SET: BRIDGE
 MB0315_STAMPING: L 60 1935
 MB0315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MB0315
 MB0315  HISTORY     - Date     Condition        Report By
 MB0315  HISTORY     - 1935     MONUMENTED       CGS
 MB0315  HISTORY     - 19960713 MARK NOT FOUND   USPSQD
 MB0315
 MB0315                          STATION DESCRIPTION
 MB0315
 MB0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MB0315'3.3 MI S FROM TRANSFER.
 MB0315'3.3 MILES SOUTH ALONG THE ERIE RAILROAD FROM THE STATION AT
 MB0315'TRANSFER, 63 FEET SOUTH OF MILEPOST 88, AT BRIDGE 87.96 OVER A
 MB0315'CREEK, IN THE TOP OF THE EAST SIDE OF THE NORTH STONE BRIDGE
 MB0315'SEAT, 11 FEET EAST OF THE EAST RAIL, AND ABOUT 5 FEET LOWER THAN
 MB0315'THE TRACK.  A STANDARD DISK, STAMPED L 60 1935.
 MB0315
 MB0315                          STATION RECOVERY (1996)
 MB0315
 MB0315'RECOVERY NOTE BY US POWER SQUADRON 1996
 MB0315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0057 ***********************************************************************
 MB0057  DESIGNATION -  L 62
 MB0057  PID         -  MB0057
 MB0057  STATE/COUNTY-  PA/CRAWFORD
 MB0057  USGS QUAD   -  MEADVILLE (1990)
 MB0057
 MB0057                         *CURRENT SURVEY CONTROL
 MB0057  ___________________________________________________________________
 MB0057* NAD 83(1986)-  41 37 57.     (N)    080 09 36.     (W)     SCALED    
 MB0057* NAVD 88     -       329.141  (meters)    1079.86   (feet)  ADJUSTED  
 MB0057  ___________________________________________________________________
 MB0057  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 MB0057  DYNAMIC HT  -         329.005 (meters)    1079.41  (feet)  COMP
 MB0057  MODELED GRAV-     980,200.9   (mgal)                       NAVD 88
 MB0057
 MB0057  VERT ORDER  -  FIRST     CLASS II
 MB0057
 MB0057.The horizontal coordinates were scaled from a topographic map and have
 MB0057.an estimated accuracy of +/- 6 seconds.
 MB0057
 MB0057.The orthometric height was determined by differential leveling
 MB0057.and adjusted by the National Geodetic Survey in June 1991..
 MB0057.WARNING-Repeat measurements at this control monument indicate possible
 MB0057.vertical movement.
 MB0057
 MB0057.The geoid height was determined by GEOID03.
 MB0057
 MB0057.The dynamic height is computed by dividing the NAVD 88
 MB0057.geopotential number by the normal gravity value computed on the
 MB0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0057.degrees latitude (g = 980.6199 gals.).
 MB0057
 MB0057.The modeled gravity was interpolated from observed gravity values.
 MB0057
 MB0057;                    North         East    Units  Estimated Accuracy
 MB0057;SPC PA N     -   165,580.      399,220.      MT  (+/- 180 meters Scaled)
 MB0057
 MB0057                          SUPERSEDED SURVEY CONTROL
 MB0057
 MB0057  NGVD 29 (06/03/92)  329.296  (m)         1080.37   (f) ADJUSTED    1 2
 MB0057
 MB0057.Superseded values are not recommended for survey control.
 MB0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0057.See file dsdata.txt to determine how the superseded data were derived.
 MB0057
 MB0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNG699093(NAD 83)
 MB0057_MARKER: DB = BENCH MARK DISK
 MB0057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0057_SP_SET: STEP
 MB0057_STAMPING: L 62 1935
 MB0057_MARK LOGO: CGS   
 MB0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0057_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MB0057+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2006
 MB0057
 MB0057  HISTORY     - Date     Condition        Report By
 MB0057  HISTORY     - 1935     MONUMENTED       CGS
 MB0057  HISTORY     - 1941     GOOD             NGS
 MB0057  HISTORY     - 1967     GOOD             NGS
 MB0057  HISTORY     - 1982     GOOD             NGS
 MB0057  HISTORY     - 19991001 GOOD             PADT
 MB0057  HISTORY     - 20021006 GOOD             INDIV
 MB0057  HISTORY     - 20060425 GOOD             PADT
 MB0057
 MB0057                          STATION DESCRIPTION
 MB0057
 MB0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MB0057'AT MEADVILLE.
 MB0057'AT MEADVILLE, ON U.S. HIGHWAY 6, 54 FEET WEST OF THE WEST END
 MB0057'OF THE MEAD-PENN IRON WORKS COMPANY BUILDING, AT 230-FOOT SPAN
 MB0057'TRUSS BRIDGE OVER FRENCH CREEK, IN THE SECOND STONE STEP FROM
 MB0057'THE TOP OF THE SOUTHEAST WING WALL, 6 FEET SOUTHWEST OF TWIN
 MB0057'POWERLINE POLES, 26 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY
 MB0057'AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 MB0057'STAMPED L 62 1935.
 MB0057
 MB0057                          STATION RECOVERY (1967)
 MB0057
 MB0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 MB0057'RECOVERED IN GOOD CONDITION.
 MB0057
 MB0057                          STATION RECOVERY (1982)
 MB0057
 MB0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MB0057'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 MB0057'0.3 KM (0.2 MI) NORTH ALONG U.S. HIGHWAY 19 FROM THE JUNCTION WITH
 MB0057'U.S. HIGHWAY 322 IN MEADVILLE, THEN, 0.2 KM (0.1 MI) WEST TO A
 MB0057'BRIDGE OVER FRENCH CREEK AND THE MARK ON THE RIGHT IN THE SECOND STEP
 MB0057'OF THE SOUTHEAST ABUTMENT OF THE BRIDGE.  7.9 METERS (26.0 FT) SOUTH
 MB0057'OF THE CENTERLINE OF THE ROAD, 1.8 METERS (6.0 FT) SOUTHWEST OF THE
 MB0057'TWIN POWER POLES.
 MB0057'THE MARK IS 0.5 M BELOW THE ROAD.
 MB0057
 MB0057                          STATION RECOVERY (1999)
 MB0057
 MB0057'RECOVERY NOTE BY PA DEPT OF TRANSP 1999
 MB0057'RECOVERED IN GOOD CONDITION.
 MB0057
 MB0057                          STATION RECOVERY (2002)
 MB0057
 MB0057'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RLC)
 MB0057'FOUND THE MARK IN GOOD CONDITION. I WOULD NOT DESCRIBE THIS SECOND
 MB0057'STONE STEP OF THE BRIDGE WING WALL AS A LIGHT STRUCTURES SETTING.
 MB0057
 MB0057                          STATION RECOVERY (2006)
 MB0057
 MB0057'RECOVERY NOTE BY PA DEPT OF TRANSP 2006 (JAW)
 MB0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0304 ***********************************************************************
 MB0304  DESIGNATION -  L 63
 MB0304  PID         -  MB0304
 MB0304  STATE/COUNTY-  PA/MERCER
 MB0304  USGS QUAD   -  GROVE CITY (1981)
 MB0304
 MB0304                         *CURRENT SURVEY CONTROL
 MB0304  ___________________________________________________________________
 MB0304* NAD 83(1986)-  41 10 12.     (N)    080 06 02.     (W)     SCALED    
 MB0304* NAVD 88     -       382.724  (meters)    1255.65   (feet)  ADJUSTED  
 MB0304  ___________________________________________________________________
 MB0304  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 MB0304  DYNAMIC HT  -         382.544 (meters)    1255.06  (feet)  COMP
 MB0304  MODELED GRAV-     980,144.0   (mgal)                       NAVD 88
 MB0304
 MB0304  VERT ORDER  -  SECOND    CLASS 0
 MB0304
 MB0304.The horizontal coordinates were scaled from a topographic map and have
 MB0304.an estimated accuracy of +/- 6 seconds.
 MB0304
 MB0304.The orthometric height was determined by differential leveling
 MB0304.and adjusted by the National Geodetic Survey in June 1991..
 MB0304.WARNING-Repeat measurements at this control monument indicate possible
 MB0304.vertical movement.
 MB0304
 MB0304.The geoid height was determined by GEOID03.
 MB0304
 MB0304.The dynamic height is computed by dividing the NAVD 88
 MB0304.geopotential number by the normal gravity value computed on the
 MB0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0304.degrees latitude (g = 980.6199 gals.).
 MB0304
 MB0304.The modeled gravity was interpolated from observed gravity values.
 MB0304
 MB0304;                    North         East    Units  Estimated Accuracy
 MB0304;SPC PA N     -   114,100.      402,780.      MT  (+/- 180 meters Scaled)
 MB0304
 MB0304                          SUPERSEDED SURVEY CONTROL
 MB0304
 MB0304  NGVD 29 (??/??/92)  382.848  (m)         1256.06   (f) ADJ UNCH    2 0
 MB0304
 MB0304.Superseded values are not recommended for survey control.
 MB0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0304.See file dsdata.txt to determine how the superseded data were derived.
 MB0304
 MB0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF754580(NAD 83)
 MB0304_MARKER: DB = BENCH MARK DISK
 MB0304_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MB0304_SP_SET: WATER TANK FOUNDATION
 MB0304_STAMPING: L 63 1958
 MB0304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0304
 MB0304  HISTORY     - Date     Condition        Report By
 MB0304  HISTORY     - 1958     MONUMENTED       CGS
 MB0304  HISTORY     - 1935     GOOD             NGS
 MB0304  HISTORY     - 1975     GOOD             BAKER
 MB0304
 MB0304                          STATION DESCRIPTION
 MB0304
 MB0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MB0304'1.1 MI NW FROM GROVE CITY.
 MB0304'NOTE-- THE WATER TANK HAS BEEN REMOVED, INCLUDING SOME OF THE
 MB0304'FOOTING OF THE TANK.  IT IS IN THE NORTHEAST CORNER OF A 3 FOOT
 MB0304'SQUARE STONE PROJECTING ABOUT 1 FOOT ABOVE THE GROUND, 16.0 FEET
 MB0304'SOUTHEAST OF CENTER LINE OF ROAD, 33.0 FEET WEST-SOUTHWEST OF
 MB0304'WEST RAIL AND 45.0 FEET SOUTHWEST OF ROAD AND RAILROAD CROSSING.
 MB0304'THE LETTER L IS NOT LEGIBLE.  1.1 MILES NORTH ALONG THE BESSEMER
 MB0304'AND LAKE ERIE RAILROAD FROM THE STATION AT GROVE CITY, 1060 FEET
 MB0304'NORTH OF MILEPOST 30.5, IN THE TOP OF THE NORTHEAST CORNER OF
 MB0304'THE WATER-TANK FOUNDATION, 36 FEET WEST OF THE WEST RAIL, 18
 MB0304'FEET SOUTH OF THE CENTERLINE OF A CINDER ROAD, ABOUT 1-1/2 FEET
 MB0304'ABOVE THE GROUND, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 MB0304'DISK, STAMPED L 63 1935.
 MB0304
 MB0304                          STATION RECOVERY (1975)
 MB0304
 MB0304'RECOVERY NOTE BY M BAKER JR INCORPORATED 1975
 MB0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MB0257 ***********************************************************************
 MB0257  DESIGNATION -  L 64
 MB0257  PID         -  MB0257
 MB0257  STATE/COUNTY-  PA/LAWRENCE
 MB0257  USGS QUAD   -  NEW CASTLE NORTH (1990)
 MB0257
 MB0257                         *CURRENT SURVEY CONTROL
 MB0257  ___________________________________________________________________
 MB0257* NAD 83(1986)-  41 05 51.     (N)    080 17 13.     (W)     SCALED    
 MB0257* NAVD 88     -       309.637  (meters)    1015.87   (feet)  ADJUSTED  
 MB0257  ___________________________________________________________________
 MB0257  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 MB0257  DYNAMIC HT  -         309.493 (meters)    1015.39  (feet)  COMP
 MB0257  MODELED GRAV-     980,150.5   (mgal)                       NAVD 88
 MB0257
 MB0257  VERT ORDER  -  SECOND    CLASS 0
 MB0257
 MB0257.The horizontal coordinates were scaled from a topographic map and have
 MB0257.an estimated accuracy of +/- 6 seconds.
 MB0257
 MB0257.The orthometric height was determined by differential leveling
 MB0257.and adjusted by the National Geodetic Survey in June 1991..
 MB0257
 MB0257.The geoid height was determined by GEOID03.
 MB0257
 MB0257.The dynamic height is computed by dividing the NAVD 88
 MB0257.geopotential number by the normal gravity value computed on the
 MB0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MB0257.degrees latitude (g = 980.6199 gals.).
 MB0257
 MB0257.The modeled gravity was interpolated from observed gravity values.
 MB0257
 MB0257;                    North         East    Units  Estimated Accuracy
 MB0257;SPC PA S     -   198,950.      386,890.      MT  (+/- 180 meters Scaled)
 MB0257
 MB0257                          SUPERSEDED SURVEY CONTROL
 MB0257
 MB0257  NGVD 29 (??/??/92)  309.790  (m)         1016.37   (f) ADJ UNCH    2 0
 MB0257
 MB0257.Superseded values are not recommended for survey control.
 MB0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MB0257.See file dsdata.txt to determine how the superseded data were derived.
 MB0257
 MB0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNF598498(NAD 83)
 MB0257_MARKER: DB = BENCH MARK DISK
 MB0257_SETTING: 0 = UNSPECIFIED SETTING
 MB0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MB0257
 MB0257  HISTORY     - Date     Condition        Report By
 MB0257  HISTORY     - UNK      MONUMENTED       CGS
 MB0257  HISTORY     - 1958     MARK NOT FOUND   NGS
 MB0257
 MB0257                          STATION DESCRIPTION
 MB0257
 MB0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MB0257'2.3 MI S FROM VOLANT.
 MB0257'2.3 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MB0257'AT VOLANT, 740 FEET NORTH OF MILE POST 60, 45 FEET NORTHEAST OF
 MB0257'A RR-DIRT ROAD CROSSING, APPROX. 35 FEET W OF WEST RAIL.  APPROX
 MB0257'33 FEET N OF WEST RAIL AT E OF ROAD CROSSING AND 33 FEET W OF
 MB0257'WEST RAIL ON AN EAST WEST LINE.  NOTE-- THESE DISTANCES WERE
 MB0257'PACED, DIRT ROAD HAS BEEN PAVED (1966).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0870 ***********************************************************************
 MA0870  DESIGNATION -  L 65
 MA0870  PID         -  MA0870
 MA0870  STATE/COUNTY-  PA/WARREN
 MA0870  USGS QUAD   -  RUSSELL (1977)
 MA0870
 MA0870                         *CURRENT SURVEY CONTROL
 MA0870  ___________________________________________________________________
 MA0870* NAD 83(1986)-  41 56 17.     (N)    079 07 57.     (W)     SCALED    
 MA0870* NAVD 88     -       375.087  (meters)    1230.60   (feet)  ADJUSTED  
 MA0870  ___________________________________________________________________
 MA0870  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 MA0870  DYNAMIC HT  -         374.937 (meters)    1230.11  (feet)  COMP
 MA0870  MODELED GRAV-     980,211.8   (mgal)                       NAVD 88
 MA0870
 MA0870  VERT ORDER  -  SECOND    CLASS 0
 MA0870
 MA0870.The horizontal coordinates were scaled from a topographic map and have
 MA0870.an estimated accuracy of +/- 6 seconds.
 MA0870
 MA0870.The orthometric height was determined by differential leveling
 MA0870.and adjusted by the National Geodetic Survey in June 1991..
 MA0870
 MA0870.The geoid height was determined by GEOID03.
 MA0870
 MA0870.The dynamic height is computed by dividing the NAVD 88
 MA0870.geopotential number by the normal gravity value computed on the
 MA0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0870.degrees latitude (g = 980.6199 gals.).
 MA0870
 MA0870.The modeled gravity was interpolated from observed gravity values.
 MA0870
 MA0870;                    North         East    Units  Estimated Accuracy
 MA0870;SPC PA N     -   197,640.      485,350.      MT  (+/- 180 meters Scaled)
 MA0870
 MA0870                          SUPERSEDED SURVEY CONTROL
 MA0870
 MA0870  NGVD 29 (??/??/92)  375.25   (m)         1231.1    (f) COMPUTED    2 0
 MA0870
 MA0870.Superseded values are not recommended for survey control.
 MA0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0870.See file dsdata.txt to determine how the superseded data were derived.
 MA0870
 MA0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG548445(NAD 83)
 MA0870_MARKER: DB = BENCH MARK DISK
 MA0870_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0870_SP_SET: ABUTMENT
 MA0870_STAMPING: L 65 1935
 MA0870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0870
 MA0870  HISTORY     - Date     Condition        Report By
 MA0870  HISTORY     - 1935     MONUMENTED       CGS
 MA0870
 MA0870                          STATION DESCRIPTION
 MA0870
 MA0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0870'AT RUSSELL.
 MA0870'AT RUSSELL 220 FEET SOUTH OF STATION 105 FEET WEST OF WEST RAIL
 MA0870'ON EAST ABUTMENT OF AN OLD COVERED BRIDGE, ON NORTHWEST WINGWALL
 MA0870'22 FEET NORTH OF CENTER LINE OF ROAD 6 FEET BELOW CENTER LINE
 MA0870'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0871 ***********************************************************************
 MA0871  DESIGNATION -  L 65 RESET
 MA0871  PID         -  MA0871
 MA0871  STATE/COUNTY-  PA/WARREN
 MA0871  USGS QUAD   -  RUSSELL (1977)
 MA0871
 MA0871                         *CURRENT SURVEY CONTROL
 MA0871  ___________________________________________________________________
 MA0871* NAD 83(1986)-  41 56 17.     (N)    079 07 57.     (W)     SCALED    
 MA0871* NAVD 88     -       377.60   (meters)    1238.8    (feet)  RESET     
 MA0871  ___________________________________________________________________
 MA0871  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 MA0871
 MA0871  VERT ORDER  -  THIRD
 MA0871
 MA0871.The horizontal coordinates were scaled from a topographic map and have
 MA0871.an estimated accuracy of +/- 6 seconds.
 MA0871
 MA0871.The orthometric height was computed from unverified reset data.
 MA0871
 MA0871.The geoid height was determined by GEOID03.
 MA0871
 MA0871;                    North         East    Units  Estimated Accuracy
 MA0871;SPC PA N     -   197,640.      485,350.      MT  (+/- 180 meters Scaled)
 MA0871
 MA0871                          SUPERSEDED SURVEY CONTROL
 MA0871
 MA0871  NGVD 29 (??/??/??)  377.76   (m)         1239.4    (f) RESET       3  
 MA0871
 MA0871.Superseded values are not recommended for survey control.
 MA0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0871.See file dsdata.txt to determine how the superseded data were derived.
 MA0871
 MA0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG548445(NAD 83)
 MA0871_MARKER: DD = SURVEY DISK
 MA0871_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MA0871_SP_SET: BRIDGE
 MA0871_STAMPING: L 65 RESET 1937
 MA0871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MA0871
 MA0871  HISTORY     - Date     Condition        Report By
 MA0871  HISTORY     - 1937     MONUMENTED       PADH
 MA0871
 MA0871                          STATION DESCRIPTION
 MA0871
 MA0871'DESCRIBED BY PA DEPT OF HIGHWAYS 1937
 MA0871'AT RUSSELL.
 MA0871'AT RUSSELL, WARREN COUNTY, ABOUT 220 FEET SOUTH OF THE NEW YORK
 MA0871'CENTRAL RAILROAD STATION, 78 FEET WEST OF THE WEST RAIL, AT A
 MA0871'BRIDGE OVER CONEWANGO CREEK, IN THE TOP OF THE SOUTHEAST WING
 MA0871'WALL, 22 FEET EAST OF THE CENTERLINE OF THE ROAD, AND ABOUT 1
 MA0871'FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED L 65 RESET
 MA0871'1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0852 ***********************************************************************
 MA0852  DESIGNATION -  L 66
 MA0852  PID         -  MA0852
 MA0852  STATE/COUNTY-  PA/WARREN
 MA0852  USGS QUAD   -  WARREN (1981)
 MA0852
 MA0852                         *CURRENT SURVEY CONTROL
 MA0852  ___________________________________________________________________
 MA0852* NAD 83(1986)-  41 50 16.     (N)    079 10 46.     (W)     SCALED    
 MA0852* NAVD 88     -       363.146  (meters)    1191.42   (feet)  ADJUSTED  
 MA0852  ___________________________________________________________________
 MA0852  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 MA0852  DYNAMIC HT  -         362.996 (meters)    1190.93  (feet)  COMP
 MA0852  MODELED GRAV-     980,202.0   (mgal)                       NAVD 88
 MA0852
 MA0852  VERT ORDER  -  FIRST     CLASS II
 MA0852
 MA0852.The horizontal coordinates were scaled from a topographic map and have
 MA0852.an estimated accuracy of +/- 6 seconds.
 MA0852
 MA0852.The orthometric height was determined by differential leveling
 MA0852.and adjusted by the National Geodetic Survey in June 1991..
 MA0852
 MA0852.The geoid height was determined by GEOID03.
 MA0852
 MA0852.The dynamic height is computed by dividing the NAVD 88
 MA0852.geopotential number by the normal gravity value computed on the
 MA0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0852.degrees latitude (g = 980.6199 gals.).
 MA0852
 MA0852.The modeled gravity was interpolated from observed gravity values.
 MA0852
 MA0852;                    North         East    Units  Estimated Accuracy
 MA0852;SPC PA N     -   186,570.      481,280.      MT  (+/- 180 meters Scaled)
 MA0852
 MA0852                          SUPERSEDED SURVEY CONTROL
 MA0852
 MA0852  NGVD 29 (??/??/92)  363.307  (m)         1191.95   (f) ADJ UNCH    1 2
 MA0852
 MA0852.Superseded values are not recommended for survey control.
 MA0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0852.See file dsdata.txt to determine how the superseded data were derived.
 MA0852
 MA0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG511333(NAD 83)
 MA0852_MARKER: DB = BENCH MARK DISK
 MA0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0852_STAMPING: L 66 1935
 MA0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0852+STABILITY: SURFACE MOTION
 MA0852
 MA0852  HISTORY     - Date     Condition        Report By
 MA0852  HISTORY     - 1935     MONUMENTED       CGS
 MA0852  HISTORY     - 1954     MARK NOT FOUND   NGS
 MA0852
 MA0852                          STATION DESCRIPTION
 MA0852
 MA0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0852'1.1 MI W FROM WARREN.
 MA0852'1.1 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 MA0852'AT WARREN, WARREN COUNTY, 0.2 MILE WEST OF MILEPOST 223-65, AT
 MA0852'THE CROSSING OF U.S. HIGHWAY 6, 60 FEET WEST OF THE CENTER LINE
 MA0852'OF THE HIGHWAY, 18 FEET NORTH OF THE CENTER LINE OF THE P.R.R.
 MA0852'WEST-BOUND TRACK, AND ABOUT 6 INCHES HIGHER THAN THE TRACK.  A
 MA0852'STANDARD DISK, STAMPED L 66 1935 AND SET IN THE TOP OF A CONCRETE
 MA0852'POST PROJECTING 3 INCHES ABOVE GROUND.
 MA0852
 MA0852                          STATION RECOVERY (1954)
 MA0852
 MA0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 MA0852'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MA0907 ***********************************************************************
 MA0907  DESIGNATION -  L 67
 MA0907  PID         -  MA0907
 MA0907  STATE/COUNTY-  PA/WARREN
 MA0907  USGS QUAD   -  SHEFFIELD (1973)
 MA0907
 MA0907                         *CURRENT SURVEY CONTROL
 MA0907  ___________________________________________________________________
 MA0907* NAD 83(1986)-  41 39 01.     (N)    079 00 38.     (W)     SCALED    
 MA0907* NAVD 88     -       409.852  (meters)    1344.66   (feet)  ADJUSTED  
 MA0907  ___________________________________________________________________
 MA0907  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 MA0907  DYNAMIC HT  -         409.679 (meters)    1344.09  (feet)  COMP
 MA0907  MODELED GRAV-     980,189.2   (mgal)                       NAVD 88
 MA0907
 MA0907  VERT ORDER  -  SECOND    CLASS 0
 MA0907
 MA0907.The horizontal coordinates were scaled from a topographic map and have
 MA0907.an estimated accuracy of +/- 6 seconds.
 MA0907
 MA0907.The orthometric height was determined by differential leveling
 MA0907.and adjusted by the National Geodetic Survey in June 1991..
 MA0907
 MA0907.The geoid height was determined by GEOID03.
 MA0907
 MA0907.The dynamic height is computed by dividing the NAVD 88
 MA0907.geopotential number by the normal gravity value computed on the
 MA0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MA0907.degrees latitude (g = 980.6199 gals.).
 MA0907
 MA0907.The modeled gravity was interpolated from observed gravity values.
 MA0907
 MA0907;                    North         East    Units  Estimated Accuracy
 MA0907;SPC PA N     -   165,530.      495,000.      MT  (+/- 180 meters Scaled)
 MA0907
 MA0907                          SUPERSEDED SURVEY CONTROL
 MA0907
 MA0907  NGVD 29 (??/??/92)  409.992  (m)         1345.12   (f) ADJ UNCH    2 0
 MA0907
 MA0907.Superseded values are not recommended for survey control.
 MA0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MA0907.See file dsdata.txt to determine how the superseded data were derived.
 MA0907
 MA0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPG656128(NAD 83)
 MA0907_MARKER: DB = BENCH MARK DISK
 MA0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MA0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MA0907_STAMPING: L 67 1935
 MA0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MA0907+STABILITY: SURFACE MOTION
 MA0907
 MA0907  HISTORY     - Date     Condition        Report By
 MA0907  HISTORY     - 1935     MONUMENTED       CGS
 MA0907  HISTORY     - 1965     MARK NOT FOUND   NGS
 MA0907
 MA0907                          STATION DESCRIPTION
 MA0907
 MA0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MA0907'0.7 MI S FROM DONALDSON.
 MA0907'ABOUT 0.7 MILE SOUTH ALONG THE TIONESTA VALLEY RAILWAY FROM THE
 MA0907'STATION AT DONALDSON, WARREN COUNTY, 95 FEET SOUTH OF STATION
 MA0907'1/10, 57 FEET EAST OF THE CENTER LINE OF A ROAD, 24 FEET EAST
 MA0907'OF THE CENTER LINE OF THE TRACK, AND 23 FEET WEST OF THE WEST
 MA0907'BANK OF TIONESTA CREEK.  A STANDARD DISK, STAMPED L 67 1935 AND
 MA0907'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES
 MA0907'ABOVE GROUND.  NOTE-- THE TIONESTA VALLEY RAILWAY HAS BEEN
 MA0907'ABANDONED.
 MA0907
 MA0907                          STATION RECOVERY (1965)
 MA0907
 MA0907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 MA0907'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0934 ***********************************************************************
 LZ0934  DESIGNATION -  L 68
 LZ0934  PID         -  LZ0934
 LZ0934  STATE/COUNTY-  PA/LYCOMING
 LZ0934  USGS QUAD   -  COGAN STATION (1973)
 LZ0934
 LZ0934                         *CURRENT SURVEY CONTROL
 LZ0934  ___________________________________________________________________
 LZ0934* NAD 83(1986)-  41 22 28.     (N)    077 04 06.     (W)     SCALED    
 LZ0934* NAVD 88     -       201.574  (meters)     661.33   (feet)  ADJUSTED  
 LZ0934  ___________________________________________________________________
 LZ0934  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 LZ0934  DYNAMIC HT  -         201.487 (meters)     661.05  (feet)  COMP
 LZ0934  MODELED GRAV-     980,184.9   (mgal)                       NAVD 88
 LZ0934
 LZ0934  VERT ORDER  -  FIRST     CLASS II
 LZ0934
 LZ0934.The horizontal coordinates were scaled from a topographic map and have
 LZ0934.an estimated accuracy of +/- 6 seconds.
 LZ0934
 LZ0934.The orthometric height was determined by differential leveling
 LZ0934.and adjusted by the National Geodetic Survey in June 1991..
 LZ0934
 LZ0934.The geoid height was determined by GEOID03.
 LZ0934
 LZ0934.The dynamic height is computed by dividing the NAVD 88
 LZ0934.geopotential number by the normal gravity value computed on the
 LZ0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0934.degrees latitude (g = 980.6199 gals.).
 LZ0934
 LZ0934.The modeled gravity was interpolated from observed gravity values.
 LZ0934
 LZ0934;                    North         East    Units  Estimated Accuracy
 LZ0934;SPC PA N     -   134,350.      657,020.      MT  (+/- 180 meters Scaled)
 LZ0934
 LZ0934                          SUPERSEDED SURVEY CONTROL
 LZ0934
 LZ0934  NGVD 29 (??/??/92)  201.806  (m)          662.09   (f) ADJ UNCH    1 2
 LZ0934
 LZ0934.Superseded values are not recommended for survey control.
 LZ0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0934.See file dsdata.txt to determine how the superseded data were derived.
 LZ0934
 LZ0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUL270823(NAD 83)
 LZ0934_MARKER: DB = BENCH MARK DISK
 LZ0934_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LZ0934_SP_SET: BRIDGE
 LZ0934_STAMPING: L 68 1935
 LZ0934_MARK LOGO: CGS   
 LZ0934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LZ0934
 LZ0934  HISTORY     - Date     Condition        Report By
 LZ0934  HISTORY     - 1935     MONUMENTED       CGS
 LZ0934  HISTORY     - 1968     GOOD             NGS
 LZ0934  HISTORY     - 1975     GOOD             PADT
 LZ0934  HISTORY     - 1983     GOOD             NGS
 LZ0934
 LZ0934                          STATION DESCRIPTION
 LZ0934
 LZ0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LZ0934'0.9 MI S FROM TROUT RUN.
 LZ0934'0.9 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM TROUT RUN,
 LZ0934'LYCOMING COUNTY, ABOUT 2,515 FEET NORTH OF MILEPOST 11, AT
 LZ0934'CONCRETE BRIDGE 11.47 OVER A CREEK (30-FOOT SPAN), IN THE
 LZ0934'TOP OF THE NORTHEAST SANDSTONE WING WALL, AT THE SECOND STEP
 LZ0934'FROM THE TOP, 10 FEET EAST OF THE CENTER LINE OF THE TRACK,
 LZ0934'AND ABOUT 5-1/2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 LZ0934'DISK, STAMPED L 68 1935.
 LZ0934
 LZ0934                          STATION RECOVERY (1975)
 LZ0934
 LZ0934'RECOVERY NOTE BY PA DEPT OF TRANSP 1975
 LZ0934'RECOVERED IN GOOD CONDITION.
 LZ0934
 LZ0934                          STATION RECOVERY (1983)
 LZ0934
 LZ0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LZ0934'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS.  1.6 KM
 LZ0934'(1.0 MI) SOUTH ALONG THE OLD RAILROAD BED FROM THE BRIDGE OVER TROUT
 LZ0934'RUN CREEK IN TROUT RUN TO THE MARK ON THE LEFT, IN THE NORTHEAST
 LZ0934'WINGWALL OF A SMALL BRIDGE OVER WOLF RUN CREEK, 3.0 METERS (10.0 FT)
 LZ0934'EAST OF THE CENTER OF THE RAILROAD BED.
 LZ0934'THE MARK IS 1.5 M BELOW RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LZ0625 ***********************************************************************
 LZ0625  DESIGNATION -  L 69
 LZ0625  PID         -  LZ0625
 LZ0625  STATE/COUNTY-  PA/BRADFORD
 LZ0625  USGS QUAD   -  POWELL (1969)
 LZ0625
 LZ0625                         *CURRENT SURVEY CONTROL
 LZ0625  ___________________________________________________________________
 LZ0625* NAD 83(1986)-  41 37 46.     (N)    076 37 27.     (W)     SCALED    
 LZ0625* NAVD 88     -       394.719  (meters)    1295.01   (feet)  ADJUSTED  
 LZ0625  ___________________________________________________________________
 LZ0625  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 LZ0625  DYNAMIC HT  -         394.545 (meters)    1294.44  (feet)  COMP
 LZ0625  MODELED GRAV-     980,171.0   (mgal)                       NAVD 88
 LZ0625
 LZ0625  VERT ORDER  -  SECOND    CLASS 0
 LZ0625
 LZ0625.The horizontal coordinates were scaled from a topographic map and have
 LZ0625.an estimated accuracy of +/- 6 seconds.
 LZ0625
 LZ0625.The orthometric height was determined by differential leveling
 LZ0625.and adjusted by the National Geodetic Survey in June 1991..
 LZ0625
 LZ0625.The geoid height was determined by GEOID03.
 LZ0625
 LZ0625.The dynamic height is computed by dividing the NAVD 88
 LZ0625.geopotential number by the normal gravity value computed on the
 LZ0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LZ0625.degrees latitude (g = 980.6199 gals.).
 LZ0625
 LZ0625.The modeled gravity was interpolated from observed gravity values.
 LZ0625
 LZ0625;                    North         East    Units  Estimated Accuracy
 LZ0625;SPC PA N     -   163,060.      693,810.      MT  (+/- 180 meters Scaled)
 LZ0625
 LZ0625                          SUPERSEDED SURVEY CONTROL
 LZ0625
 LZ0625  NGVD 29 (??/??/92)  394.906  (m)         1295.62   (f) ADJ UNCH    2 0
 LZ0625
 LZ0625.Superseded values are not recommended for survey control.
 LZ0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LZ0625.See file dsdata.txt to determine how the superseded data were derived.
 LZ0625
 LZ0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUM647099(NAD 83)
 LZ0625_MARKER: DB = BENCH MARK DISK
 LZ0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LZ0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LZ0625_STAMPING: L 69 1935
 LZ0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LZ0625+STABILITY: SURFACE MOTION
 LZ0625
 LZ0625  HISTORY     - Date     Condition        Report By
 LZ0625  HISTORY     - 1935     MONUMENTED       CGS
 LZ0625
 LZ0625                          STATION DESCRIPTION
 LZ0625
 LZ0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LZ0625'1.3 MI SE FROM LAQUIN.
 LZ0625'1.3 MILES SOUTHEAST ALONG THE SUSQUEHANNA AND NEW YORK RAILROAD
 LZ0625'FROM THE STATION AT LAQUIN, BRADFORD COUNTY, 52 FEET SOUTHWEST
 LZ0625'OF THE CENTER OF A DIRT-ROAD CROSSING, 18 FEET WEST OF THE CENTER
 LZ0625'LINE OF THE ROAD, 15 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 LZ0625'AND ABOUT 1-1/2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 LZ0625'DISK, STAMPED L 69 1935 AND SET IN THE TOP OF A CONCRETE POST
 LZ0625'PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 JV0056 ***********************************************************************
 JV0056  DESIGNATION -  L 7
 JV0056  PID         -  JV0056
 JV0056  STATE/COUNTY-  PA/LANCASTER
 JV0056  USGS QUAD   -  HOLTWOOD (1990)
 JV0056
 JV0056                         *CURRENT SURVEY CONTROL
 JV0056  ___________________________________________________________________
 JV0056* NAD 83(1986)-  39 46 38.     (N)    076 15 07.     (W)     SCALED    
 JV0056* NAVD 88     -        36.814  (meters)     120.78   (feet)  ADJUSTED  
 JV0056  ___________________________________________________________________
 JV0056  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 JV0056  DYNAMIC HT  -          36.796 (meters)     120.72  (feet)  COMP
 JV0056  MODELED GRAV-     980,127.7   (mgal)                       NAVD 88
 JV0056
 JV0056  VERT ORDER  -  FIRST     CLASS II
 JV0056
 JV0056.The horizontal coordinates were scaled from a topographic map and have
 JV0056.an estimated accuracy of +/- 6 seconds.
 JV0056
 JV0056.The orthometric height was determined by differential leveling
 JV0056.and adjusted by the National Geodetic Survey in June 1991..
 JV0056
 JV0056.The geoid height was determined by GEOID03.
 JV0056
 JV0056.The dynamic height is computed by dividing the NAVD 88
 JV0056.geopotential number by the normal gravity value computed on the
 JV0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JV0056.degrees latitude (g = 980.6199 gals.).
 JV0056
 JV0056.The modeled gravity was interpolated from observed gravity values.
 JV0056
 JV0056;                    North         East    Units  Estimated Accuracy
 JV0056;SPC PA S     -    50,380.      728,340.      MT  (+/- 180 meters Scaled)
 JV0056
 JV0056                          SUPERSEDED SURVEY CONTROL
 JV0056
 JV0056  NGVD 29 (??/??/??)   37.067  (m)          121.61   (f) ADJUSTED    1 2
 JV0056
 JV0056.Superseded values are not recommended for survey control.
 JV0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JV0056.See file dsdata.txt to determine how the superseded data were derived.
 JV0056
 JV0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUK927037(NAD 83)
 JV0056_MARKER: B = BOLT
 JV0056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JV0056_SP_SET: CULVERT
 JV0056_STAMPING: L 7 1955
 JV0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JV0056
 JV0056  HISTORY     - Date     Condition        Report By
 JV0056  HISTORY     - UNK      MONUMENTED       RBNF
 JV0056  HISTORY     - 1955     GOOD             CGS
 JV0056
 JV0056                          STATION DESCRIPTION
 JV0056
 JV0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JV0056'5.7 MI SE FROM HOLTWOOD.
 JV0056'ABOUT 5.7 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 JV0056'THE CROSSING OF POWER PLANT ROAD AT HOLTWOOD, ABOUT 0.25 MILE
 JV0056'NORTHWEST OF MILE POST 19, AT BENTON, IN THE TOP OF THE NORTHWEST
 JV0056'END OF THE SOUTHWEST HEAD WALL OF A CONCRETE ARCH CULVERT OVER
 JV0056'SMALL